














                                  SURVEY CONTROL DATA
                                
                             STATE=MT
                             [OCTOBER  7, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0013 ***********************************************************************
 QW0013  DESIGNATION -  1
 QW0013  PID         -  QW0013
 QW0013  STATE/COUNTY-  MT/YELLOWSTONE
 QW0013  USGS QUAD   -  COTTONWOOD CREEK (1975)
 QW0013
 QW0013                         *CURRENT SURVEY CONTROL
 QW0013  ___________________________________________________________________
 QW0013* NAD 83(1986)-  45 52 20.     (N)    108 21 09.     (W)     SCALED    
 QW0013* NAVD 88     -       925.864  (meters)    3037.61   (feet)  ADJUSTED  
 QW0013  ___________________________________________________________________
 QW0013  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 QW0013  DYNAMIC HT  -         925.675 (meters)    3036.99  (feet)  COMP
 QW0013  MODELED GRAV-     980,380.9   (mgal)                       NAVD 88
 QW0013
 QW0013  VERT ORDER  -  FIRST     CLASS II
 QW0013
 QW0013.The horizontal coordinates were scaled from a topographic map and have
 QW0013.an estimated accuracy of +/- 6 seconds.
 QW0013
 QW0013.The orthometric height was determined by differential leveling
 QW0013.and adjusted by the National Geodetic Survey in June 1991..
 QW0013
 QW0013.The geoid height was determined by GEOID03.
 QW0013
 QW0013.The dynamic height is computed by dividing the NAVD 88
 QW0013.geopotential number by the normal gravity value computed on the
 QW0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0013.degrees latitude (g = 980.6199 gals.).
 QW0013
 QW0013.The modeled gravity was interpolated from observed gravity values.
 QW0013
 QW0013;                    North         East    Units  Estimated Accuracy
 QW0013;SPC MT       -   180,930.      689,050.      MT  (+/- 180 meters Scaled)
 QW0013
 QW0013                          SUPERSEDED SURVEY CONTROL
 QW0013
 QW0013  NGVD 29 (??/??/92)  925.127  (m)         3035.19   (f) ADJ UNCH    1 2
 QW0013
 QW0013.Superseded values are not recommended for survey control.
 QW0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0013.See file dsdata.txt to determine how the superseded data were derived.
 QW0013
 QW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR054832(NAD 83)
 QW0013_MARKER: DD = SURVEY DISK
 QW0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0013_SP_SET: IRRIGATION DITCH
 QW0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0013
 QW0013  HISTORY     - Date     Condition        Report By
 QW0013  HISTORY     - UNK      MONUMENTED       BOR
 QW0013  HISTORY     - 1957     GOOD             NGS
 QW0013
 QW0013                          STATION DESCRIPTION
 QW0013
 QW0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0013'2.75 MI SW FROM HUNTLEY.
 QW0013'ABOUT 2.75 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0013'STATION AT HUNTLEY, IN SECTION 34, T 2 N, R 27 E, 7 POLES EAST OF
 QW0013'MILEPOST 216, IN THE TOP OF THE CONCRETE HEAD GATE OF AN IRRIGATION
 QW0013'DITCH UNDER THE TRACK, 22 FEET NORTH OF THE NORTH RAIL OF THE WEST
 QW0013'BOUND TRACK, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1226 ***********************************************************************
 SS1226  DESIGNATION -  1
 SS1226  PID         -  SS1226
 SS1226  STATE/COUNTY-  MT/TETON
 SS1226  USGS QUAD   -  CLEIV (1983)
 SS1226
 SS1226                         *CURRENT SURVEY CONTROL
 SS1226  ___________________________________________________________________
 SS1226* NAD 83(1986)-  47 40 04.     (N)    111 59 15.     (W)     SCALED    
 SS1226* NAVD 88     -      1202.312  (meters)    3944.59   (feet)  ADJUSTED  
 SS1226  ___________________________________________________________________
 SS1226  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1226  DYNAMIC HT  -        1202.205 (meters)    3944.23  (feet)  COMP
 SS1226  MODELED GRAV-     980,481.6   (mgal)                       NAVD 88
 SS1226
 SS1226  VERT ORDER  -  SECOND    CLASS 0
 SS1226
 SS1226.The horizontal coordinates were scaled from a topographic map and have
 SS1226.an estimated accuracy of +/- 6 seconds.
 SS1226
 SS1226.The orthometric height was determined by differential leveling
 SS1226.and adjusted by the National Geodetic Survey in June 1991..
 SS1226
 SS1226.The geoid height was determined by GEOID03.
 SS1226
 SS1226.The dynamic height is computed by dividing the NAVD 88
 SS1226.geopotential number by the normal gravity value computed on the
 SS1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1226.degrees latitude (g = 980.6199 gals.).
 SS1226
 SS1226.The modeled gravity was interpolated from observed gravity values.
 SS1226
 SS1226;                    North         East    Units  Estimated Accuracy
 SS1226;SPC MT       -   382,740.      413,310.      MT  (+/- 180 meters Scaled)
 SS1226
 SS1226                          SUPERSEDED SURVEY CONTROL
 SS1226
 SS1226  NGVD 29 (??/??/92) 1201.341  (m)         3941.40   (f) ADJ UNCH    2 0
 SS1226
 SS1226.Superseded values are not recommended for survey control.
 SS1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1226.See file dsdata.txt to determine how the superseded data were derived.
 SS1226
 SS1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT258798(NAD 83)
 SS1226_MARKER: DD = SURVEY DISK
 SS1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1226_SP_SET: WALL
 SS1226_STAMPING: NO 1
 SS1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1226
 SS1226  HISTORY     - Date     Condition        Report By
 SS1226  HISTORY     - UNK      MONUMENTED       BOR
 SS1226  HISTORY     - 1961     GOOD             NGS
 SS1226
 SS1226                          STATION DESCRIPTION
 SS1226
 SS1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1226'4.0 MI N FROM FAIRFIELD.
 SS1226'0.45 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL
 SS1226'BANK AT FAIRFIELD, THENCE 3.55 MILES NORTH ALONG BASE LINE ROAD, 0.15
 SS1226'MILE SOUTH  OF THE INTERSECTION OF 4TH ROAD NORTH, IN THE TOP OF A
 SS1226'CONCRETE RETAINING WALL OF A FLOOD GATE ACROSS A SMALL CANAL, 28 FEET
 SS1226'WEST OF THE CENTER LINE OF THE ROAD, 6.5 FEET WEST OF THE EAST END OF
 SS1226'THE FLOOD GATE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0168 ***********************************************************************
 RT0168  DESIGNATION -  1
 RT0168  PID         -  RT0168
 RT0168  STATE/COUNTY-  MT/PRAIRIE
 RT0168  USGS QUAD   -  FALLON (1983)
 RT0168
 RT0168                         *CURRENT SURVEY CONTROL
 RT0168  ___________________________________________________________________
 RT0168* NAD 83(1986)-  46 50 16.     (N)    105 05 25.     (W)     SCALED    
 RT0168* NAVD 88     -       665.076  (meters)    2182.00   (feet)  ADJUSTED  
 RT0168  ___________________________________________________________________
 RT0168  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RT0168  DYNAMIC HT  -         665.062 (meters)    2181.96  (feet)  COMP
 RT0168  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 RT0168
 RT0168  VERT ORDER  -  FIRST     CLASS II
 RT0168
 RT0168.The horizontal coordinates were scaled from a topographic map and have
 RT0168.an estimated accuracy of +/- 6 seconds.
 RT0168
 RT0168.The orthometric height was determined by differential leveling
 RT0168.and adjusted by the National Geodetic Survey in June 1991..
 RT0168
 RT0168.The geoid height was determined by GEOID03.
 RT0168
 RT0168.The dynamic height is computed by dividing the NAVD 88
 RT0168.geopotential number by the normal gravity value computed on the
 RT0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0168.degrees latitude (g = 980.6199 gals.).
 RT0168
 RT0168.The modeled gravity was interpolated from observed gravity values.
 RT0168
 RT0168;                    North         East    Units  Estimated Accuracy
 RT0168;SPC MT       -   297,020.      936,020.      MT  (+/- 180 meters Scaled)
 RT0168
 RT0168                          SUPERSEDED SURVEY CONTROL
 RT0168
 RT0168  NGVD 29 (??/??/92)  664.513  (m)         2180.16   (f) ADJ UNCH    1 2
 RT0168
 RT0168.Superseded values are not recommended for survey control.
 RT0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0168.See file dsdata.txt to determine how the superseded data were derived.
 RT0168
 RT0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM931871(NAD 83)
 RT0168_MARKER: DD = SURVEY DISK
 RT0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0168_SP_SET: CULVERT
 RT0168_STAMPING: 1
 RT0168_MARK LOGO: BOR   
 RT0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0168
 RT0168  HISTORY     - Date     Condition        Report By
 RT0168  HISTORY     - UNK      MONUMENTED       BOR
 RT0168  HISTORY     - 1960     GOOD             NGS
 RT0168  HISTORY     - 1981     GOOD             NGS
 RT0168
 RT0168                          STATION DESCRIPTION
 RT0168
 RT0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0168'1.5 MI E FROM FALLON.
 RT0168'1.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0168'FALLON, 3 POLES WEST OF MILEPOST 28, AT A ROAD CROSSING, IN SECTION
 RT0168'36, R 52 E, T 13 N, SET IN THE TOP OF THE EAST END OF THE NORTH
 RT0168'HEADWALL OF A CULVERT UNDER THE TRACK, 58 FEET NORTH OF THE NORTH
 RT0168'RAIL, 78 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 76 FEET EAST
 RT0168'OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET BELOW THE TRACK.
 RT0168
 RT0168                          STATION RECOVERY (1981)
 RT0168
 RT0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0520 ***********************************************************************
 SS0520  DESIGNATION -  1
 SS0520  PID         -  SS0520
 SS0520  STATE/COUNTY-  MT/CASCADE
 SS0520  USGS QUAD   -  RICEVILLE (1995)
 SS0520
 SS0520                         *CURRENT SURVEY CONTROL
 SS0520  ___________________________________________________________________
 SS0520* NAD 83(1986)-  47 10 53.     (N)    110 53 25.     (W)     SCALED    
 SS0520* NAVD 88     -      1457.961  (meters)    4783.33   (feet)  ADJUSTED  
 SS0520  ___________________________________________________________________
 SS0520  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 SS0520  DYNAMIC HT  -        1457.708 (meters)    4782.50  (feet)  COMP
 SS0520  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 SS0520
 SS0520  VERT ORDER  -  SECOND    CLASS 0
 SS0520
 SS0520.The horizontal coordinates were scaled from a topographic map and have
 SS0520.an estimated accuracy of +/- 6 seconds.
 SS0520
 SS0520.The orthometric height was determined by differential leveling
 SS0520.and adjusted by the National Geodetic Survey in June 1991..
 SS0520
 SS0520.The geoid height was determined by GEOID03.
 SS0520
 SS0520.The dynamic height is computed by dividing the NAVD 88
 SS0520.geopotential number by the normal gravity value computed on the
 SS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0520.degrees latitude (g = 980.6199 gals.).
 SS0520
 SS0520.The modeled gravity was interpolated from observed gravity values.
 SS0520
 SS0520;                    North         East    Units  Estimated Accuracy
 SS0520;SPC MT       -   326,670.      494,690.      MT  (+/- 180 meters Scaled)
 SS0520
 SS0520                          SUPERSEDED SURVEY CONTROL
 SS0520
 SS0520  NGVD 29 (??/??/92) 1456.957  (m)         4780.03   (f) ADJ UNCH    2 0
 SS0520
 SS0520.Superseded values are not recommended for survey control.
 SS0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0520.See file dsdata.txt to determine how the superseded data were derived.
 SS0520
 SS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT083253(NAD 83)
 SS0520_MARKER: DD = SURVEY DISK
 SS0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0520+STABILITY: SURFACE MOTION
 SS0520
 SS0520  HISTORY     - Date     Condition        Report By
 SS0520  HISTORY     - UNK      MONUMENTED       BPR
 SS0520  HISTORY     - 1961     GOOD             NGS
 SS0520
 SS0520                          STATION DESCRIPTION
 SS0520
 SS0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0520'8.25 MI NW FROM MONARCH.
 SS0520'ABOUT 8.25 MILES NORTHWEST ALONG U. S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0520'SCHOOL AT MONARCH, IN SECTION 6, T 16 N, R 7 E, 0.1 MILE NORTH OF AND
 SS0520'ACROSS THE HIGHWAY FROM A FARMHOUSE, 60 FEET NORTH OF THE CENTER LINE
 SS0520'OF THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 SS0520'LEADING NORTH, 55 FEET SOUTH OF A POWER POLE, 38 FEET SOUTH OF A
 SS0520'FENCE, 0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SS0520'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0118 ***********************************************************************
 ST0118  DESIGNATION -  1
 ST0118  PID         -  ST0118
 ST0118  STATE/COUNTY-  MT/TETON
 ST0118  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0118
 ST0118                         *CURRENT SURVEY CONTROL
 ST0118  ___________________________________________________________________
 ST0118* NAD 83(1986)-  47 41 34.     (N)    112 27 18.     (W)     SCALED    
 ST0118* NAVD 88     -      1320.521  (meters)    4332.41   (feet)  ADJUSTED  
 ST0118  ___________________________________________________________________
 ST0118  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 ST0118  DYNAMIC HT  -        1320.356 (meters)    4331.87  (feet)  COMP
 ST0118  MODELED GRAV-     980,441.4   (mgal)                       NAVD 88
 ST0118
 ST0118  VERT ORDER  -  SECOND    CLASS 0
 ST0118
 ST0118.The horizontal coordinates were scaled from a topographic map and have
 ST0118.an estimated accuracy of +/- 6 seconds.
 ST0118
 ST0118.The orthometric height was determined by differential leveling
 ST0118.and adjusted by the National Geodetic Survey in June 1991..
 ST0118
 ST0118.The geoid height was determined by GEOID03.
 ST0118
 ST0118.The dynamic height is computed by dividing the NAVD 88
 ST0118.geopotential number by the normal gravity value computed on the
 ST0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0118.degrees latitude (g = 980.6199 gals.).
 ST0118
 ST0118.The modeled gravity was interpolated from observed gravity values.
 ST0118
 ST0118;                    North         East    Units  Estimated Accuracy
 ST0118;SPC MT       -   386,740.      378,350.      MT  (+/- 180 meters Scaled)
 ST0118
 ST0118                          SUPERSEDED SURVEY CONTROL
 ST0118
 ST0118  NGVD 29 (??/??/92) 1319.494  (m)         4329.04   (f) ADJ UNCH    2 0
 ST0118
 ST0118.Superseded values are not recommended for survey control.
 ST0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0118.See file dsdata.txt to determine how the superseded data were derived.
 ST0118
 ST0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT908831(NAD 83)
 ST0118_MARKER: P = PIPE CAP
 ST0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0118_STAMPING: NO 1 1961
 ST0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0118
 ST0118  HISTORY     - Date     Condition        Report By
 ST0118  HISTORY     - 1961     MONUMENTED       USGS
 ST0118  HISTORY     - 1961     GOOD             NGS
 ST0118
 ST0118                          STATION DESCRIPTION
 ST0118
 ST0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0118'18.5 MI SW FROM CHOTEAU.
 ST0118'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0118'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0118'WEST ALONG A GRAVEL ROAD, THENCE 5.9 MILES SOUTHWEST ALONG A GRADED
 ST0118'ROAD, ON THE NORTHEAST SIDE OF PISHKUN BIRD RESERVATION, 228 FEET
 ST0118'NORTHEAST OF THE CENTER LINE OF THE ROAD ACROSS PISHKUN RESERVIOR DAM,
 ST0118'1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 75 FEET LOWER THAN THE
 ST0118'ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 1.2
 ST0118'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0521 ***********************************************************************
 SR0521  DESIGNATION -  1
 SR0521  PID         -  SR0521
 SR0521  STATE/COUNTY-  MT/FERGUS
 SR0521  USGS QUAD   -  HILGER NW (1985)
 SR0521
 SR0521                         *CURRENT SURVEY CONTROL
 SR0521  ___________________________________________________________________
 SR0521* NAD 83(1986)-  47 23 38.     (N)    109 29 21.     (W)     SCALED    
 SR0521* NAVD 88     -      1101.261  (meters)    3613.05   (feet)  ADJUSTED  
 SR0521  ___________________________________________________________________
 SR0521  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 SR0521  DYNAMIC HT  -        1101.192 (meters)    3612.83  (feet)  COMP
 SR0521  MODELED GRAV-     980,511.8   (mgal)                       NAVD 88
 SR0521
 SR0521  VERT ORDER  -  SECOND    CLASS 0
 SR0521
 SR0521.The horizontal coordinates were scaled from a topographic map and have
 SR0521.an estimated accuracy of +/- 6 seconds.
 SR0521
 SR0521.The orthometric height was determined by differential leveling
 SR0521.and adjusted by the National Geodetic Survey in June 1991..
 SR0521
 SR0521.The geoid height was determined by GEOID03.
 SR0521
 SR0521.The dynamic height is computed by dividing the NAVD 88
 SR0521.geopotential number by the normal gravity value computed on the
 SR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0521.degrees latitude (g = 980.6199 gals.).
 SR0521
 SR0521.The modeled gravity was interpolated from observed gravity values.
 SR0521
 SR0521;                    North         East    Units  Estimated Accuracy
 SR0521;SPC MT       -   349,340.      600,820.      MT  (+/- 180 meters Scaled)
 SR0521
 SR0521                          SUPERSEDED SURVEY CONTROL
 SR0521
 SR0521  NGVD 29 (??/??/92) 1100.423  (m)         3610.30   (f) ADJ UNCH    2 0
 SR0521
 SR0521.Superseded values are not recommended for survey control.
 SR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0521.See file dsdata.txt to determine how the superseded data were derived.
 SR0521
 SR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT140500(NAD 83)
 SR0521_MARKER: P = PIPE CAP
 SR0521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0521_STAMPING: S 25 R17E R18E T19N
 SR0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0521
 SR0521  HISTORY     - Date     Condition        Report By
 SR0521  HISTORY     - UNK      MONUMENTED       USGLO
 SR0521  HISTORY     - 1961     GOOD             NGS
 SR0521
 SR0521                          STATION DESCRIPTION
 SR0521
 SR0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0521'13.6 MI SW FROM SUFFOLK.
 SR0521'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0521'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0521'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 7.05 MILES SOUTH
 SR0521'ALONG A GRAVELED ROAD, IN SECTION 25, R 17 E, T 19 N, 215 FEET WEST OF
 SR0521'THE CENTER LINE OF THE ROAD, 47 FEET NORTH OF THE WEST END OF A DAM IN
 SR0521'A POND, 51 FEET NORTH OF A TELEPHONE POLE, 30 FEET EAST OF A FENCE
 SR0521'CORNER, A U.S. GENERAL LAND OFFICE CAP ON THE TOP OF A 2 1/2-INCH
 SR0521'METAL PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0060 ***********************************************************************
 SQ0060  DESIGNATION -  1
 SQ0060  PID         -  SQ0060
 SQ0060  STATE/COUNTY-  MT/MCCONE
 SQ0060  USGS QUAD   -  CROW SPRINGS (1973)
 SQ0060
 SQ0060                         *CURRENT SURVEY CONTROL
 SQ0060  ___________________________________________________________________
 SQ0060* NAD 83(1986)-  47 44 42.     (N)    106 06 29.     (W)     SCALED    
 SQ0060* NAVD 88     -       784.011  (meters)    2572.21   (feet)  ADJUSTED  
 SQ0060  ___________________________________________________________________
 SQ0060  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SQ0060  DYNAMIC HT  -         784.059 (meters)    2572.37  (feet)  COMP
 SQ0060  MODELED GRAV-     980,646.8   (mgal)                       NAVD 88
 SQ0060
 SQ0060  VERT ORDER  -  SECOND    CLASS 0
 SQ0060
 SQ0060.The horizontal coordinates were scaled from a topographic map and have
 SQ0060.an estimated accuracy of +/- 6 seconds.
 SQ0060
 SQ0060.The orthometric height was determined by differential leveling
 SQ0060.and adjusted by the National Geodetic Survey in June 1991..
 SQ0060
 SQ0060.The geoid height was determined by GEOID03.
 SQ0060
 SQ0060.The dynamic height is computed by dividing the NAVD 88
 SQ0060.geopotential number by the normal gravity value computed on the
 SQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0060.degrees latitude (g = 980.6199 gals.).
 SQ0060
 SQ0060.The modeled gravity was interpolated from observed gravity values.
 SQ0060
 SQ0060;                    North         East    Units  Estimated Accuracy
 SQ0060;SPC MT       -   393,860.      854,160.      MT  (+/- 180 meters Scaled)
 SQ0060
 SQ0060                          SUPERSEDED SURVEY CONTROL
 SQ0060
 SQ0060  NGVD 29 (??/??/92)  783.390  (m)         2570.17   (f) ADJ UNCH    2 0
 SQ0060
 SQ0060.Superseded values are not recommended for survey control.
 SQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0060.See file dsdata.txt to determine how the superseded data were derived.
 SQ0060
 SQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN169885(NAD 83)
 SQ0060_MARKER: P = PIPE CAP
 SQ0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0060_STAMPING: 1915
 SQ0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0060
 SQ0060  HISTORY     - Date     Condition        Report By
 SQ0060  HISTORY     - 1915     MONUMENTED       USGLO
 SQ0060  HISTORY     - 1935     GOOD             NGS
 SQ0060
 SQ0060                          STATION DESCRIPTION
 SQ0060
 SQ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SQ0060'17.1 MI NW FROM WELDON.
 SQ0060'17.1 MILES NORTHWEST ALONG THE HAXBY ROAD AND TRAIL FROM THE POST
 SQ0060'OFFICE AT WELDON, MCCONE COUNTY, 5-1/2 MILES EAST OF THE NELSON RANCH
 SQ0060'BUILDINGS, AT THE CORNER OF SECS. 17, 18, 19 AND 20, T. 23 N., R. 44
 SQ0060'E., 22 FEET NORTH OF THE CENTERLINE OF THE TRAIL, AND LEVEL WITH THE
 SQ0060'TRAIL.  A UNITED STATES GENERAL LAND OFFICE STANDARD BRONZE CAP,
 SQ0060'STAMPED 1915 AND FASTENED ON THE TOP OF AN IRON PIPE PROJECTING 8
 SQ0060'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0536 ***********************************************************************
 SS0536  DESIGNATION -  1
 SS0536  PID         -  SS0536
 SS0536  STATE/COUNTY-  MT/CASCADE
 SS0536  USGS QUAD   -  MONARCH (1995)
 SS0536
 SS0536                         *CURRENT SURVEY CONTROL
 SS0536  ___________________________________________________________________
 SS0536* NAD 83(1986)-  47 06 40.     (N)    110 49 34.     (W)     SCALED    
 SS0536* NAVD 88     -      1446.983  (meters)    4747.31   (feet)  ADJUSTED  
 SS0536  ___________________________________________________________________
 SS0536  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 SS0536  DYNAMIC HT  -        1446.709 (meters)    4746.41  (feet)  COMP
 SS0536  MODELED GRAV-     980,372.7   (mgal)                       NAVD 88
 SS0536
 SS0536  VERT ORDER  -  SECOND    CLASS 0
 SS0536
 SS0536.The horizontal coordinates were scaled from a topographic map and have
 SS0536.an estimated accuracy of +/- 6 seconds.
 SS0536
 SS0536.The orthometric height was determined by differential leveling
 SS0536.and adjusted by the National Geodetic Survey in June 1991..
 SS0536
 SS0536.The geoid height was determined by GEOID03.
 SS0536
 SS0536.The dynamic height is computed by dividing the NAVD 88
 SS0536.geopotential number by the normal gravity value computed on the
 SS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0536.degrees latitude (g = 980.6199 gals.).
 SS0536
 SS0536.The modeled gravity was interpolated from observed gravity values.
 SS0536
 SS0536;                    North         East    Units  Estimated Accuracy
 SS0536;SPC MT       -   318,770.      499,420.      MT  (+/- 180 meters Scaled)
 SS0536
 SS0536                          SUPERSEDED SURVEY CONTROL
 SS0536
 SS0536  NGVD 29 (??/??/92) 1445.978  (m)         4744.01   (f) ADJ UNCH    2 0
 SS0536
 SS0536.Superseded values are not recommended for survey control.
 SS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0536.See file dsdata.txt to determine how the superseded data were derived.
 SS0536
 SS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT131175(NAD 83)
 SS0536_MARKER: DD = SURVEY DISK
 SS0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0536_SP_SET: CULVERT
 SS0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0536
 SS0536  HISTORY     - Date     Condition        Report By
 SS0536  HISTORY     - UNK      MONUMENTED       USFWA
 SS0536  HISTORY     - 1961     GOOD             NGS
 SS0536
 SS0536                          STATION DESCRIPTION
 SS0536
 SS0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0536'1.15 MI N FROM MONARCH.
 SS0536'ABOUT 1.15 MILES NORTH ALONG U. S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0536'SCHOOL AT MONARCH, IN SECTION 27, T 16 N, R 7 E, 16 FEET SOUTHEAST OF
 SS0536'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF
 SS0536'THE SOUTHEAST HEADWALL OF A LARGE CONCRETE CULVERT, AND ABOUT LEVEL
 SS0536'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0396 ***********************************************************************
 TN0396  DESIGNATION -  1
 TN0396  PID         -  TN0396
 TN0396  STATE/COUNTY-  MT/SANDERS
 TN0396  USGS QUAD   -  SMEADS BENCH (1983)
 TN0396
 TN0396                         *CURRENT SURVEY CONTROL
 TN0396  ___________________________________________________________________
 TN0396* NAD 83(1986)-  48 01 23.     (N)    115 49 44.     (W)     SCALED    
 TN0396* NAVD 88     -       682.068  (meters)    2237.75   (feet)  ADJUSTED  
 TN0396  ___________________________________________________________________
 TN0396  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TN0396  DYNAMIC HT  -         682.088 (meters)    2237.82  (feet)  COMP
 TN0396  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 TN0396
 TN0396  VERT ORDER  -  SECOND    CLASS 0
 TN0396
 TN0396.The horizontal coordinates were scaled from a topographic map and have
 TN0396.an estimated accuracy of +/- 6 seconds.
 TN0396
 TN0396.The orthometric height was determined by differential leveling
 TN0396.and adjusted by the National Geodetic Survey in June 1991..
 TN0396
 TN0396.The geoid height was determined by GEOID03.
 TN0396
 TN0396.The dynamic height is computed by dividing the NAVD 88
 TN0396.geopotential number by the normal gravity value computed on the
 TN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0396.degrees latitude (g = 980.6199 gals.).
 TN0396
 TN0396.The modeled gravity was interpolated from observed gravity values.
 TN0396
 TN0396;                    North         East    Units  Estimated Accuracy
 TN0396;SPC MT       -   438,310.      128,640.      MT  (+/- 180 meters Scaled)
 TN0396
 TN0396                          SUPERSEDED SURVEY CONTROL
 TN0396
 TN0396  NGVD 29 (??/??/92)  680.902  (m)         2233.93   (f) ADJ UNCH    2 0
 TN0396
 TN0396.Superseded values are not recommended for survey control.
 TN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0396.See file dsdata.txt to determine how the superseded data were derived.
 TN0396
 TN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP873195(NAD 83)
 TN0396_MARKER: DD = SURVEY DISK
 TN0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0396+STABILITY: SURFACE MOTION
 TN0396
 TN0396  HISTORY     - Date     Condition        Report By
 TN0396  HISTORY     - UNK      MONUMENTED       BPR
 TN0396  HISTORY     - 1944     GOOD             NGS
 TN0396  HISTORY     - 1966     MARK NOT FOUND   USGS
 TN0396  HISTORY     - 1980     MARK NOT FOUND   NGS
 TN0396
 TN0396                          STATION DESCRIPTION
 TN0396
 TN0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TN0396'0.6 MI E FROM NOXON.
 TN0396'0.6 MILE EAST ALONG A ROAD FROM THE NORTHERN PACIFIC RAILWAY STATION
 TN0396'AT NOXON, THENCE 3.9 MILES NORTH AND WEST ALONG U.S. HIGHWAY 10 A.
 TN0396'ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF THE BULL LAKE ROAD, 90
 TN0396'FEET SOUTHWEST OF B.M. 2 (USBPR), DESCRIBED BELOW, 45 FEET SOUTHWEST
 TN0396'OF THE CENTERLINE OF THE HIGHWAY, AND AT THE FENCE.  A U.S. BUREAU OF
 TN0396'PUBLIC ROADS STANDARD DISK, SET IN THE TOP OF A CONCRETE POST FLUSH
 TN0396'WITH THE GROUND.
 TN0396
 TN0396                          STATION RECOVERY (1966)
 TN0396
 TN0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TN0396'MARK NOT FOUND.
 TN0396
 TN0396                          STATION RECOVERY (1980)
 TN0396
 TN0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0396'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0526 ***********************************************************************
 QY0526  DESIGNATION -  1 AM=STONEHOUSE
 QY0526  PID         -  QY0526
 QY0526  STATE/COUNTY-  MT/BEAVERHEAD
 QY0526  USGS QUAD   -  BURNS MOUNTAIN (1979)
 QY0526
 QY0526                         *CURRENT SURVEY CONTROL
 QY0526  ___________________________________________________________________
 QY0526* NAD 83(1992)-  45 13 57.76692(N)    112 47 32.93510(W)     ADJUSTED  
 QY0526* NAVD 88     -      1716.64   (+/-2cm)    5632.0    (feet)  VERTCON   
 QY0526  ___________________________________________________________________
 QY0526  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 QY0526  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 QY0526
 QY0526  HORZ ORDER  -  SECOND
 QY0526  VERT ORDER  -  THIRD ? (See Below)
 QY0526
 QY0526.The horizontal coordinates were established by classical geodetic methods
 QY0526.and adjusted by the National Geodetic Survey in July 1992..
 QY0526
 QY0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0526.The vertical order pertains to the NGVD 29 superseded value.
 QY0526
 QY0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0526
 QY0526.The geoid height was determined by GEOID03.
 QY0526
 QY0526;                    North         East     Units Scale Factor Converg.
 QY0526;SPC MT       -   114,657.601   341,561.409   MT  0.99986829   -2 24 30.5
 QY0526;SPC MT       -   376,173.23  1,120,608.30   iFT  0.99986829   -2 24 30.5
 QY0526;UTM  12      - 5,010,365.238   359,298.202   MT  0.99984342   -1 16 22.2
 QY0526
 QY0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0526!SPC MT       -   0.99973274  x   0.99986829  =   0.99960107
 QY0526!UTM  12      -   0.99973274  x   0.99984342  =   0.99957621
 QY0526
 QY0526:                Primary Azimuth Mark                     Grid Az
 QY0526:SPC MT       -  STONEHOUSE AZ MK                         078 19 58.9
 QY0526:UTM  12      -  STONEHOUSE AZ MK                         077 11 50.6
 QY0526
 QY0526|---------------------------------------------------------------------|
 QY0526| PID    Reference Object                     Distance      Geod. Az  |
 QY0526|                                                           dddmmss.s |
 QY0526| CN4438 STONEHOUSE AZ MK                                   0755528.4 |
 QY0526| CN4439 STONEHOUSE RM 1                       8.059 METERS 11037     |
 QY0526| CN4440 STONEHOUSE RM 2                       9.520 METERS 22827     |
 QY0526|---------------------------------------------------------------------|
 QY0526
 QY0526                          SUPERSEDED SURVEY CONTROL
 QY0526
 QY0526  NAD 83(1986)-  45 13 57.76669(N)    112 47 32.93375(W) AD(       ) 2
 QY0526  NAD 27      -  45 13 58.04400(N)    112 47 29.83100(W) AD(       ) 2
 QY0526  NGVD 29 (07/19/86) 1715.43   (m)         5628.0    (f) LEVELING    3  
 QY0526
 QY0526.Superseded values are not recommended for survey control.
 QY0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0526.See file dsdata.txt to determine how the superseded data were derived.
 QY0526
 QY0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5929810365(NAD 83)
 QY0526_MARKER: Z = SEE DESCRIPTION
 QY0526_SETTING: 0 = UNSPECIFIED SETTING
 QY0526
 QY0526  HISTORY     - Date     Condition        Report By
 QY0526  HISTORY     - 1956     MONUMENTED       CGS
 QY0526
 QY0526                          STATION DESCRIPTION
 QY0526
 QY0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0526'THE STATION IS LOCATED ABOUT 8 MILES WEST OF DILLON, 5 MILES
 QY0526'SOUTH-SOUTHEAST OF ARGENTA, 98 FEET NORTH OF THE CENTER OF
 QY0526'A GRADED ROAD, AND 3 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS
 QY0526'POST.
 QY0526'
 QY0526'TO REACH THE STATION FROM THE POST OFFICE IN DILLON, GO SOUTH
 QY0526'ONE BLOCK, TURN RIGHT (WEST), CROSSING RAILROAD TRACKS, FOR
 QY0526'7.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.3
 QY0526'MILE TO THE STATION ON THE RIGHT.
 QY0526'
 QY0526'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 QY0526'MARK DISK, STAMPED 5628 1AM 1950, SET IN A CONCRETE POST
 QY0526'THAT PROJECTS 6 INCHES.
 QY0526'
 QY0526'REFERENCE MARK 1 IS 79 FEET NORTH OF THE CENTER OF THE GRADED
 QY0526'ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED STONEHOUSE
 QY0526'USGS NO 1 1956.
 QY0526'
 QY0526'REFERENCE MARK 2 IS 83 FEET NORTH OF THE CENTER OF THE GRADED
 QY0526'ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED STONEHOUSE
 QY0526'USGS NO 2 1956.
 QY0526'
 QY0526'THE AZIMUTH MARK IS 4 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS
 QY0526'POST, 34 FEET SOUTH OF THE CENTER OF THE GRADED ROAD AND
 QY0526'ABOUT 1/4 MILE WEST OF A SMALL WOODEN BRIDGE ACROSS RATTLESNAKE
 QY0526'CREEK.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED STONEHOUSE
 QY0526'USGS 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0431 ***********************************************************************
 SS0431  DESIGNATION -  1 AV
 SS0431  PID         -  SS0431
 SS0431  STATE/COUNTY-  MT/CASCADE
 SS0431  USGS QUAD   -  BLYTHE (1982)
 SS0431
 SS0431                         *CURRENT SURVEY CONTROL
 SS0431  ___________________________________________________________________
 SS0431* NAD 83(1986)-  47 22 24.     (N)    110 51 31.     (W)     SCALED    
 SS0431* NAVD 88     -      1166.892  (meters)    3828.38   (feet)  ADJUSTED  
 SS0431  ___________________________________________________________________
 SS0431  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 SS0431  DYNAMIC HT  -        1166.793 (meters)    3828.05  (feet)  COMP
 SS0431  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 SS0431
 SS0431  VERT ORDER  -  FIRST     CLASS II
 SS0431
 SS0431.The horizontal coordinates were scaled from a topographic map and have
 SS0431.an estimated accuracy of +/- 6 seconds.
 SS0431
 SS0431.The orthometric height was determined by differential leveling
 SS0431.and adjusted by the National Geodetic Survey in June 1991..
 SS0431.WARNING-Repeat measurements at this control monument indicate possible
 SS0431.vertical movement.
 SS0431
 SS0431.The geoid height was determined by GEOID03.
 SS0431
 SS0431.The dynamic height is computed by dividing the NAVD 88
 SS0431.geopotential number by the normal gravity value computed on the
 SS0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0431.degrees latitude (g = 980.6199 gals.).
 SS0431
 SS0431.The modeled gravity was interpolated from observed gravity values.
 SS0431
 SS0431;                    North         East    Units  Estimated Accuracy
 SS0431;SPC MT       -   347,950.      497,460.      MT  (+/- 180 meters Scaled)
 SS0431
 SS0431                          SUPERSEDED SURVEY CONTROL
 SS0431
 SS0431  NGVD 29 (??/??/92) 1165.933  (m)         3825.23   (f) ADJ UNCH    1 2
 SS0431
 SS0431.Superseded values are not recommended for survey control.
 SS0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0431.See file dsdata.txt to determine how the superseded data were derived.
 SS0431
 SS0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT106466(NAD 83)
 SS0431_MARKER: DD = SURVEY DISK
 SS0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0431_STAMPING: 1 AV 1955 3825
 SS0431_PROJECTION: PROJECTING 5 CENTIMETERS
 SS0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0431+STABILITY: SURFACE MOTION
 SS0431
 SS0431  HISTORY     - Date     Condition        Report By
 SS0431  HISTORY     - 1955     MONUMENTED       USGS
 SS0431  HISTORY     - 1961     GOOD             NGS
 SS0431  HISTORY     - 1980     GOOD             NGS
 SS0431
 SS0431                          STATION DESCRIPTION
 SS0431
 SS0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0431'5.1 MI E FROM BELT.
 SS0431'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0431'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0431'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0431'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0431'ROAD, IN SECTION 29, T 19 N, R 7 E, 34 FEET NORTHEAST OF THE CENTER
 SS0431'LINE OF THE GRAVELED ROAD, 34 FEET NORTH OF THE CENTER LINE OF AN
 SS0431'EAST-WEST ROAD, 2 FEET NORTH OF A FENCE LEADING EAST, 1 1/2 FEET
 SS0431'NORTHEAST OF A FENCE LEADING NORTHWEST, 1.7 FEET EAST OF A METAL
 SS0431'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 SS0431'CONCRETE POST PROJECTING 4 INCHES.
 SS0431
 SS0431                          STATION RECOVERY (1980)
 SS0431
 SS0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0431'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0431'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, THENCE 6.9
 SS0431'KM (4.3 MI) EAST ALONG A GRAVELED ROAD, AT A T-ROAD INTERSECTION, 10.4
 SS0431'METERS (34 FT) NORTH OF THE ROAD CENTER, 10.4 METERS (34 FT)
 SS0431'WEST OF THE CENTER OF A ROAD, 0.6 METER (2.0 FT) NORTH OF A FENCE
 SS0431'CORNER AND 0.3 METER (1.0 FT) WEST OF THE FENCE.
 SS0431'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 SS0431'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0447 ***********************************************************************
 ST0447  DESIGNATION -  1 B
 ST0447  PID         -  ST0447
 ST0447  STATE/COUNTY-  MT/MISSOULA
 ST0447  USGS QUAD   -  CONDON (1994)
 ST0447
 ST0447                         *CURRENT SURVEY CONTROL
 ST0447  ___________________________________________________________________
 ST0447* NAD 83(1986)-  47 32 08.     (N)    113 43 07.     (W)     SCALED    
 ST0447* NAVD 88     -      1125.053  (meters)    3691.11   (feet)  ADJUSTED  
 ST0447  ___________________________________________________________________
 ST0447  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 ST0447  DYNAMIC HT  -        1124.887 (meters)    3690.57  (feet)  COMP
 ST0447  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 ST0447
 ST0447  VERT ORDER  -  SECOND    CLASS 0
 ST0447
 ST0447.The horizontal coordinates were scaled from a topographic map and have
 ST0447.an estimated accuracy of +/- 6 seconds.
 ST0447
 ST0447.The orthometric height was determined by differential leveling
 ST0447.and adjusted by the National Geodetic Survey in June 1991..
 ST0447
 ST0447.The geoid height was determined by GEOID03.
 ST0447
 ST0447.The dynamic height is computed by dividing the NAVD 88
 ST0447.geopotential number by the normal gravity value computed on the
 ST0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0447.degrees latitude (g = 980.6199 gals.).
 ST0447
 ST0447.The modeled gravity was interpolated from observed gravity values.
 ST0447
 ST0447;                    North         East    Units  Estimated Accuracy
 ST0447;SPC MT       -   373,630.      282,700.      MT  (+/- 180 meters Scaled)
 ST0447
 ST0447                          SUPERSEDED SURVEY CONTROL
 ST0447
 ST0447  NGVD 29 (??/??/92) 1123.879  (m)         3687.26   (f) ADJ UNCH    2 0
 ST0447
 ST0447.Superseded values are not recommended for survey control.
 ST0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0447.See file dsdata.txt to determine how the superseded data were derived.
 ST0447
 ST0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT953682(NAD 83)
 ST0447_MARKER: DD = SURVEY DISK
 ST0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0447_STAMPING: 1 B 1934
 ST0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0447+STABILITY: SURFACE MOTION
 ST0447
 ST0447  HISTORY     - Date     Condition        Report By
 ST0447  HISTORY     - 1934     MONUMENTED       USGS
 ST0447
 ST0447                          STATION DESCRIPTION
 ST0447
 ST0447'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 ST0447'2.1 MI N FROM RUMBLE CREEK.
 ST0447'2.1 MILES NORTH ALONG STATE HIGHWAY 31 FROM RUMBLE CREEK, MISSOULA
 ST0447'COUNTY, 120 FEET NORTHWEST OF THE DRIVEWAY LEADING TO A LANDING FIELD,
 ST0447'80 FEET SOUTHEAST OF A TELEPHONE BOOTH, AND 18 FEET SOUTHWEST OF THE
 ST0447'CENTERLINE OF THE HIGHWAY.  A. U.S. GEOLOGICAL SURVEY STANDARD DISK,
 ST0447'STAMPED 1 B 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0051 ***********************************************************************
 SR0051  DESIGNATION -  1 BOLT
 SR0051  PID         -  SR0051
 SR0051  STATE/COUNTY-  MT/PHILLIPS
 SR0051  USGS QUAD   -  DRY COULEE (1965)
 SR0051
 SR0051                         *CURRENT SURVEY CONTROL
 SR0051  ___________________________________________________________________
 SR0051* NAD 83(1986)-  47 35 26.     (N)    108 11 52.     (W)     SCALED    
 SR0051* NAVD 88     -       686.573  (meters)    2252.53   (feet)  ADJUSTED  
 SR0051  ___________________________________________________________________
 SR0051  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 SR0051  DYNAMIC HT  -         686.589 (meters)    2252.58  (feet)  COMP
 SR0051  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 SR0051
 SR0051  VERT ORDER  -  SECOND    CLASS 0
 SR0051
 SR0051.The horizontal coordinates were scaled from a topographic map and have
 SR0051.an estimated accuracy of +/- 6 seconds.
 SR0051
 SR0051.The orthometric height was determined by differential leveling
 SR0051.and adjusted by the National Geodetic Survey in June 1991..
 SR0051
 SR0051.The geoid height was determined by GEOID03.
 SR0051
 SR0051.The dynamic height is computed by dividing the NAVD 88
 SR0051.geopotential number by the normal gravity value computed on the
 SR0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0051.degrees latitude (g = 980.6199 gals.).
 SR0051
 SR0051.The modeled gravity was interpolated from observed gravity values.
 SR0051
 SR0051;                    North         East    Units  Estimated Accuracy
 SR0051;SPC MT       -   372,010.      697,890.      MT  (+/- 180 meters Scaled)
 SR0051
 SR0051                          SUPERSEDED SURVEY CONTROL
 SR0051
 SR0051  NGVD 29 (??/??/92)  685.832  (m)         2250.10   (f) ADJ UNCH    2 0
 SR0051
 SR0051.Superseded values are not recommended for survey control.
 SR0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0051.See file dsdata.txt to determine how the superseded data were derived.
 SR0051
 SR0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT106745(NAD 83)
 SR0051_MARKER: B = BOLT
 SR0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SR0051_SP_SET: CONCRETE SLAB
 SR0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0051
 SR0051  HISTORY     - Date     Condition        Report By
 SR0051  HISTORY     - UNK      MONUMENTED       MORC
 SR0051  HISTORY     - 1935     GOOD             NGS
 SR0051  HISTORY     - 1965     GOOD             USGS
 SR0051
 SR0051                          STATION DESCRIPTION
 SR0051
 SR0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SR0051'29.8 MI NE FROM WILDER.
 SR0051'JUNCTION U.S. HWY. 191 AND STATE ROUTE 376, 13.6 MILES SW OF ALONG
 SR0051'U.S. HWY. 191, THENCE 27.9 MILES E. ALONG GRAVELED AND GRADED ROAD ON
 SR0051'NORTH SIDE OF THE MISSOURI RIVER AND OR FORT PECK RESERVOIR.  0.5 MILE
 SR0051'WEST OF THE MOUTH OF C,K. CREEK.  95.0 FEET SOUTH OF SL RD.  38 FEET
 SR0051'NORTH OF THE NORTH SHORE OF FORT PECK RESERVOIR AT HIGH WATER ELEV. A
 SR0051'MISSOURI RIVER COMMISION STANDARD BOLT IN A CONCRETE SLAB.
 SR0051
 SR0051                          STATION RECOVERY (1965)
 SR0051
 SR0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SR0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0050 ***********************************************************************
 SR0050  DESIGNATION -  1 CAP
 SR0050  PID         -  SR0050
 SR0050  STATE/COUNTY-  MT/PHILLIPS
 SR0050  USGS QUAD   -  DRY COULEE (1965)
 SR0050
 SR0050                         *CURRENT SURVEY CONTROL
 SR0050  ___________________________________________________________________
 SR0050* NAD 83(1986)-  47 35 26.     (N)    108 11 52.     (W)     SCALED    
 SR0050* NAVD 88     -       687.815  (meters)    2256.61   (feet)  ADJUSTED  
 SR0050  ___________________________________________________________________
 SR0050  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 SR0050  DYNAMIC HT  -         687.831 (meters)    2256.66  (feet)  COMP
 SR0050  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 SR0050
 SR0050  VERT ORDER  -  SECOND    CLASS 0
 SR0050
 SR0050.The horizontal coordinates were scaled from a topographic map and have
 SR0050.an estimated accuracy of +/- 6 seconds.
 SR0050
 SR0050.The orthometric height was determined by differential leveling
 SR0050.and adjusted by the National Geodetic Survey in June 1991..
 SR0050
 SR0050.The geoid height was determined by GEOID03.
 SR0050
 SR0050.The dynamic height is computed by dividing the NAVD 88
 SR0050.geopotential number by the normal gravity value computed on the
 SR0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0050.degrees latitude (g = 980.6199 gals.).
 SR0050
 SR0050.The modeled gravity was interpolated from observed gravity values.
 SR0050
 SR0050;                    North         East    Units  Estimated Accuracy
 SR0050;SPC MT       -   372,010.      697,890.      MT  (+/- 180 meters Scaled)
 SR0050
 SR0050                          SUPERSEDED SURVEY CONTROL
 SR0050
 SR0050  NGVD 29 (??/??/92)  687.074  (m)         2254.18   (f) ADJ UNCH    2 0
 SR0050
 SR0050.Superseded values are not recommended for survey control.
 SR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0050.See file dsdata.txt to determine how the superseded data were derived.
 SR0050
 SR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT106745(NAD 83)
 SR0050_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SR0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0050
 SR0050  HISTORY     - Date     Condition        Report By
 SR0050  HISTORY     - UNK      MONUMENTED       MORC
 SR0050  HISTORY     - 1935     GOOD             NGS
 SR0050
 SR0050                          STATION DESCRIPTION
 SR0050
 SR0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SR0050'29.8 MI NE FROM WILDER.
 SR0050'IN PHILLIPS COUNTY, 12.5 MILES NORTH ALONG THE ZORTMAN ROAD FROM
 SR0050'WILDER, FERGUS COUNTY, 17.3 MILES EAST ALONG THE LEGG ROAD.  0.5 MILE
 SR0050'WEST OF A FORD THROUGH A WASH, 200 FEET EAST OF A GRADE LEADING INTO
 SR0050'THE RIVER BOTTOM, AND 10 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 SR0050'MISSOURI RIVER COMMISSION STANDRD CAP, FASTENED ON THE E TOP OF AN
 SR0050'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0649 ***********************************************************************
 QW0649  DESIGNATION -  1 DHW
 QW0649  PID         -  QW0649
 QW0649  STATE/COUNTY-  MT/YELLOWSTONE
 QW0649  USGS QUAD   -  BILLINGS EAST (1975)
 QW0649
 QW0649                         *CURRENT SURVEY CONTROL
 QW0649  ___________________________________________________________________
 QW0649* NAD 83(1986)-  45 47 53.     (N)    108 26 03.     (W)     SCALED    
 QW0649* NAVD 88     -       965.505  (meters)    3167.66   (feet)  POSTED    
 QW0649  ___________________________________________________________________
 QW0649  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 QW0649  DYNAMIC HT  -         965.300 (meters)    3166.99  (feet)  COMP
 QW0649  MODELED GRAV-     980,373.7   (mgal)                       NAVD 88
 QW0649
 QW0649  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0649
 QW0649.The horizontal coordinates were scaled from a topographic map and have
 QW0649.an estimated accuracy of +/- 6 seconds.
 QW0649
 QW0649.The orthometric height was determined by differential leveling
 QW0649.and adjusted by the National Geodetic Survey in 1992..
 QW0649.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0649.rate of 0.0 thru 1.0 mm/km.
 QW0649
 QW0649.The geoid height was determined by GEOID03.
 QW0649
 QW0649.The dynamic height is computed by dividing the NAVD 88
 QW0649.geopotential number by the normal gravity value computed on the
 QW0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0649.degrees latitude (g = 980.6199 gals.).
 QW0649
 QW0649.The modeled gravity was interpolated from observed gravity values.
 QW0649
 QW0649;                    North         East    Units  Estimated Accuracy
 QW0649;SPC MT       -   172,610.      682,830.      MT  (+/- 180 meters Scaled)
 QW0649
 QW0649                          SUPERSEDED SURVEY CONTROL
 QW0649
 QW0649  NGVD 29 (??/??/92)  964.75   (m)         3165.2    (f) COMPUTED    3 0
 QW0649
 QW0649.Superseded values are not recommended for survey control.
 QW0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0649.See file dsdata.txt to determine how the superseded data were derived.
 QW0649
 QW0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR993748(NAD 83)
 QW0649_MARKER: DB = BENCH MARK DISK
 QW0649_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QW0649_SP_SET: STEP
 QW0649_STAMPING: 1 DHW 1967
 QW0649_MARK LOGO: USGS  
 QW0649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0649+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0649
 QW0649  HISTORY     - Date     Condition        Report By
 QW0649  HISTORY     - 1967     MONUMENTED       USGS
 QW0649
 QW0649                          STATION DESCRIPTION
 QW0649
 QW0649'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0649'FROM BILLINGS, MONTANA, PROCEED 2.2 MILES NORTHEAST OF THE STATION
 QW0649'ALONG NORTHERN PACIFIC RAILWAY, THENCE 1.0 MILE EAST ALONG U S
 QW0649'HIGHWAY 87-212, AT THE LOCKWOOD SCHOOL, AT THE NORTHWEST CORNER OF
 QW0649'SECTION 36/TOWNSHIP 1 NORTH/RANGE 26 EAST, 137 FEET WEST OF HIGHWAY
 QW0649'87-212, ON THE NORTH SIDE OF THE SCHOOLHOUSE, IN THE CENTER OF THE
 QW0649'TOP STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0021 ***********************************************************************
 QW0021  DESIGNATION -  1 JBF
 QW0021  PID         -  QW0021
 QW0021  STATE/COUNTY-  MT/YELLOWSTONE
 QW0021  USGS QUAD   -  HUNTLEY (1975)
 QW0021
 QW0021                         *CURRENT SURVEY CONTROL
 QW0021  ___________________________________________________________________
 QW0021* NAD 83(1986)-  45 53 37.     (N)    108 18 32.     (W)     SCALED    
 QW0021* NAVD 88     -       923.131  (meters)    3028.64   (feet)  ADJUSTED  
 QW0021  ___________________________________________________________________
 QW0021  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 QW0021  DYNAMIC HT  -         922.956 (meters)    3028.06  (feet)  COMP
 QW0021  MODELED GRAV-     980,395.4   (mgal)                       NAVD 88
 QW0021
 QW0021  VERT ORDER  -  FIRST     CLASS II
 QW0021
 QW0021.The horizontal coordinates were scaled from a topographic map and have
 QW0021.an estimated accuracy of +/- 6 seconds.
 QW0021
 QW0021.The orthometric height was determined by differential leveling
 QW0021.and adjusted by the National Geodetic Survey in June 1991..
 QW0021.WARNING-Repeat measurements at this control monument indicate possible
 QW0021.vertical movement.
 QW0021
 QW0021.The geoid height was determined by GEOID03.
 QW0021
 QW0021.The dynamic height is computed by dividing the NAVD 88
 QW0021.geopotential number by the normal gravity value computed on the
 QW0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0021.degrees latitude (g = 980.6199 gals.).
 QW0021
 QW0021.The modeled gravity was interpolated from observed gravity values.
 QW0021
 QW0021;                    North         East    Units  Estimated Accuracy
 QW0021;SPC MT       -   183,360.      692,400.      MT  (+/- 180 meters Scaled)
 QW0021
 QW0021                          SUPERSEDED SURVEY CONTROL
 QW0021
 QW0021  NGVD 29 (??/??/92)  922.415  (m)         3026.29   (f) ADJ UNCH    1 2
 QW0021
 QW0021.Superseded values are not recommended for survey control.
 QW0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0021.See file dsdata.txt to determine how the superseded data were derived.
 QW0021
 QW0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR087857(NAD 83)
 QW0021_MARKER: DD = SURVEY DISK
 QW0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0021_SP_SET: PLATFORM
 QW0021_STAMPING: JBF 1 3026 1952
 QW0021_MARK LOGO: USGS  
 QW0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0021
 QW0021  HISTORY     - Date     Condition        Report By
 QW0021  HISTORY     - 1952     MONUMENTED       USGS
 QW0021  HISTORY     - 1957     GOOD             NGS
 QW0021  HISTORY     - 1981     GOOD             NGS
 QW0021
 QW0021                          STATION DESCRIPTION
 QW0021
 QW0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0021'IN HUNTLEY.
 QW0021'AT HUNTLEY, ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD, AT THE
 QW0021'NORTH CORNER OF THE NORTHERN PACIFIC RAILWAY STATION, IN THE TOP OF
 QW0021'THE CONCRETE PLATFORM, 17 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 QW0021'NORTHERN PACIFIC RAILWAY, 2 FEET WEST OF THE NORTH CORNER OF THE
 QW0021'STATION, AND ABOUT LEVEL WITH THE TRACK.
 QW0021
 QW0021                          STATION RECOVERY (1981)
 QW0021
 QW0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0363 ***********************************************************************
 QU0363  DESIGNATION -  1 JLP
 QU0363  PID         -  QU0363
 QU0363  STATE/COUNTY-  MT/POWDER RIVER
 QU0363  USGS QUAD   -  BLOOM CREEK (1995)
 QU0363
 QU0363                         *CURRENT SURVEY CONTROL
 QU0363  ___________________________________________________________________
 QU0363* NAD 83(1986)-  45 12 51.     (N)    105 47 49.     (W)     SCALED    
 QU0363* NAVD 88     -      1047.148  (meters)    3435.52   (feet)  ADJUSTED  
 QU0363  ___________________________________________________________________
 QU0363  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 QU0363  DYNAMIC HT  -        1046.873 (meters)    3434.62  (feet)  COMP
 QU0363  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 QU0363
 QU0363  VERT ORDER  -  THIRD
 QU0363
 QU0363.The horizontal coordinates were scaled from a topographic map and have
 QU0363.an estimated accuracy of +/- 6 seconds.
 QU0363
 QU0363.The orthometric height was determined by differential leveling
 QU0363.and adjusted by the National Geodetic Survey in June 1991..
 QU0363
 QU0363.The geoid height was determined by GEOID03.
 QU0363
 QU0363.The dynamic height is computed by dividing the NAVD 88
 QU0363.geopotential number by the normal gravity value computed on the
 QU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0363.degrees latitude (g = 980.6199 gals.).
 QU0363
 QU0363.The modeled gravity was interpolated from observed gravity values.
 QU0363
 QU0363;                    North         East    Units  Estimated Accuracy
 QU0363;SPC MT       -   114,040.      890,740.      MT  (+/- 180 meters Scaled)
 QU0363
 QU0363                          SUPERSEDED SURVEY CONTROL
 QU0363
 QU0363  NGVD 29 (??/??/92) 1046.51   (m)         3433.4    (f) COMPUTED    3 0
 QU0363
 QU0363.Superseded values are not recommended for survey control.
 QU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0363.See file dsdata.txt to determine how the superseded data were derived.
 QU0363
 QU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL374070(NAD 83)
 QU0363_MARKER: DB = BENCH MARK DISK
 QU0363_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QU0363_SP_SET: PREFAB CONC. POST IN EARTH
 QU0363_STAMPING: 1 JLP 1966
 QU0363_MARK LOGO: USGS  
 QU0363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QU0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0363+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QU0363
 QU0363  HISTORY     - Date     Condition        Report By
 QU0363  HISTORY     - 1966     MONUMENTED       USGS
 QU0363
 QU0363                          STATION DESCRIPTION
 QU0363
 QU0363'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QU0363'FROM BROADUS, MONTANA POST OFFICE, PROCEED 25.4 MILES SOUTHWEST ALONG
 QU0363'MOORHEAD ROAD, THENCE 2.3 MILES NORTHWEST ALONG BLOOM CREEK ROAD AT
 QU0363'THE ENTRANCE TO CUSTER NATIONAL FOREST, ON THE LINE BETWEEN SECTIONS
 QU0363'23-24/TOWNSHIP 7 SOUTH/RANGE 48 EAST, 100 FEET SOUTH OF THE
 QU0363'CENTERLINE OF A CATTLEGUARD, 92 FEET SOUTHEAST OF A FOREST BOUNDARY
 QU0363'SIGN, 82 FEET SOUTHWEST AND 3 FEET HIGHER THAN THE ROAD, PROJECTING
 QU0363'0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0187 ***********************************************************************
 SS0187  DESIGNATION -  1 JRP
 SS0187  PID         -  SS0187
 SS0187  STATE/COUNTY-  MT/JUDITH BASIN
 SS0187  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0187
 SS0187                         *CURRENT SURVEY CONTROL
 SS0187  ___________________________________________________________________
 SS0187* NAD 83(1986)-  47 13 40.     (N)    110 28 02.     (W)     SCALED    
 SS0187* NAVD 88     -      1323.639  (meters)    4342.64   (feet)  ADJUSTED  
 SS0187  ___________________________________________________________________
 SS0187  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 SS0187  DYNAMIC HT  -        1323.457 (meters)    4342.04  (feet)  COMP
 SS0187  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 SS0187
 SS0187  VERT ORDER  -  FIRST     CLASS II
 SS0187
 SS0187.The horizontal coordinates were scaled from a topographic map and have
 SS0187.an estimated accuracy of +/- 6 seconds.
 SS0187
 SS0187.The orthometric height was determined by differential leveling
 SS0187.and adjusted by the National Geodetic Survey in June 1991..
 SS0187
 SS0187.The geoid height was determined by GEOID03.
 SS0187
 SS0187.The dynamic height is computed by dividing the NAVD 88
 SS0187.geopotential number by the normal gravity value computed on the
 SS0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0187.degrees latitude (g = 980.6199 gals.).
 SS0187
 SS0187.The modeled gravity was interpolated from observed gravity values.
 SS0187
 SS0187;                    North         East    Units  Estimated Accuracy
 SS0187;SPC MT       -   331,340.      526,800.      MT  (+/- 180 meters Scaled)
 SS0187
 SS0187                          SUPERSEDED SURVEY CONTROL
 SS0187
 SS0187  NGVD 29 (??/??/92) 1322.694  (m)         4339.54   (f) ADJ UNCH    1 2
 SS0187
 SS0187.Superseded values are not recommended for survey control.
 SS0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0187.See file dsdata.txt to determine how the superseded data were derived.
 SS0187
 SS0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT403306(NAD 83)
 SS0187_MARKER: DD = SURVEY DISK
 SS0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0187_STAMPING: 1 JRP 1960
 SS0187_PROJECTION: PROJECTING 5 CENTIMETERS
 SS0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0187+STABILITY: SURFACE MOTION
 SS0187
 SS0187  HISTORY     - Date     Condition        Report By
 SS0187  HISTORY     - 1960     MONUMENTED       USGS
 SS0187  HISTORY     - 1961     GOOD             NGS
 SS0187  HISTORY     - 1980     GOOD             NGS
 SS0187
 SS0187                          STATION DESCRIPTION
 SS0187
 SS0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0187'3.1 MI SE FROM GEYSER.
 SS0187'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0187'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0187'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 1.0 MILE SOUTH ALONG A
 SS0187'GRAVELED ROAD, THENCE 0.1 MILE EAST ALONG A TRAIL ROAD, IN SECTION 16,
 SS0187'T 17 N, R 10 E, 29 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 7
 SS0187'1/2 FEET WEST OF A TELEPHONE POLE, 35 FEET EAST OF THE CENTER OF A
 SS0187'WIRE GATE, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS
 SS0187'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 SS0187'CONCRETE POST PROJECTING 4 INCHES.
 SS0187
 SS0187                          STATION RECOVERY (1980)
 SS0187
 SS0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0187'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 87 FROM THE SCHOOL HOUSE IN
 SS0187'GEYSER THENCE 1.6 KM (1.0 MI) SOUTH ALONG A GRAVELED ROAD THENCE 0.2
 SS0187'KM (0.1 MI) EAST ALONG A TRACK ROAD, 10.7 METERS (35 FT) EAST OF
 SS0187'THE CENTER OF A GATE, 8.8 METERS (29 FT) NORTH OF THE CENTER OF THE
 SS0187'ROAD, 2.3 METERS (7.5 FT) WEST OF A UTILITY POLE AND 0.3 METER
 SS0187'(1.0 FT) SOUTH OF A FENCE.
 SS0187'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SS0187'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0467 ***********************************************************************
 RU0467  DESIGNATION -  1 JRP
 RU0467  PID         -  RU0467
 RU0467  STATE/COUNTY-  MT/ROSEBUD
 RU0467  USGS QUAD   -  THURLOW (1984)
 RU0467
 RU0467                         *CURRENT SURVEY CONTROL
 RU0467  ___________________________________________________________________
 RU0467* NAD 83(1986)-  46 16 02.     (N)    106 21 48.     (W)     SCALED    
 RU0467* NAVD 88     -       822.124  (meters)    2697.25   (feet)  ADJUSTED  
 RU0467  ___________________________________________________________________
 RU0467  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 RU0467  DYNAMIC HT  -         822.046 (meters)    2697.00  (feet)  COMP
 RU0467  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 RU0467
 RU0467  VERT ORDER  -  FIRST     CLASS II
 RU0467
 RU0467.The horizontal coordinates were scaled from a topographic map and have
 RU0467.an estimated accuracy of +/- 6 seconds.
 RU0467
 RU0467.The orthometric height was determined by differential leveling
 RU0467.and adjusted by the National Geodetic Survey in June 1991..
 RU0467
 RU0467.The geoid height was determined by GEOID03.
 RU0467
 RU0467.The dynamic height is computed by dividing the NAVD 88
 RU0467.geopotential number by the normal gravity value computed on the
 RU0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0467.degrees latitude (g = 980.6199 gals.).
 RU0467
 RU0467.The modeled gravity was interpolated from observed gravity values.
 RU0467
 RU0467;                    North         East    Units  Estimated Accuracy
 RU0467;SPC MT       -   229,010.      841,610.      MT  (+/- 180 meters Scaled)
 RU0467
 RU0467                          SUPERSEDED SURVEY CONTROL
 RU0467
 RU0467.No superseded survey control is available for this station.
 RU0467
 RU0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM949246(NAD 83)
 RU0467_MARKER: DB = BENCH MARK DISK
 RU0467_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 RU0467_SP_SET: GALVANIZED STEEL PIPE
 RU0467_STAMPING: 1 JRP 1969
 RU0467_MARK LOGO: USGS  
 RU0467_PROJECTION: FLUSH
 RU0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0467+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 RU0467_ROD/PIPE-DEPTH: 4.6  meters
 RU0467
 RU0467  HISTORY     - Date     Condition        Report By
 RU0467  HISTORY     - 1969     MONUMENTED       USGS
 RU0467  HISTORY     - 1981     GOOD             NGS
 RU0467  HISTORY     - 20060319 GOOD             ADACLA
 RU0467
 RU0467                          STATION DESCRIPTION
 RU0467
 RU0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0467'7.0 KM (4.35 MI) EAST FROM ROSEBUD.
 RU0467'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0467'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 2.1
 RU0467'KM (1.3 MI) SOUTHEAST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0467'ROAD), THENCE 4.6 KM (2.85 MI) EAST ALONG OLD U.S. HIGHWAY 10 AND 12
 RU0467'(FRONTAGE ROAD), 0.3 KM (0.2 MI) EAST OF MILE POST 583, 21.1 METERS
 RU0467'(69.2 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 171, 16.7 METERS (54.7
 RU0467'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.7 METER (45.0 FT) WEST
 RU0467'OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING SOUTH, AND 0.5 METER
 RU0467'(1.5 FT) SOUTH OF A FENCE.
 RU0467'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 RU0467'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RU0467
 RU0467                          STATION RECOVERY (2006)
 RU0467
 RU0467'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 RU0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0698 ***********************************************************************
 QW0698  DESIGNATION -  1 JRP
 QW0698  PID         -  QW0698
 QW0698  STATE/COUNTY-  MT/CARBON
 QW0698  USGS QUAD   -  EDGAR (1956)
 QW0698
 QW0698                         *CURRENT SURVEY CONTROL
 QW0698  ___________________________________________________________________
 QW0698* NAD 83(1986)-  45 28 03.     (N)    108 50 59.     (W)     SCALED    
 QW0698* NAVD 88     -      1055.620  (meters)    3463.31   (feet)  POSTED    
 QW0698  ___________________________________________________________________
 QW0698  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 QW0698  DYNAMIC HT  -        1055.370 (meters)    3462.49  (feet)  COMP
 QW0698  MODELED GRAV-     980,339.4   (mgal)                       NAVD 88
 QW0698
 QW0698  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0698
 QW0698.The horizontal coordinates were scaled from a topographic map and have
 QW0698.an estimated accuracy of +/- 6 seconds.
 QW0698
 QW0698.The orthometric height was determined by differential leveling
 QW0698.and adjusted by the National Geodetic Survey in 1992..
 QW0698.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0698.rate of 0.0 thru 1.0 mm/km.
 QW0698
 QW0698.The geoid height was determined by GEOID03.
 QW0698
 QW0698.The dynamic height is computed by dividing the NAVD 88
 QW0698.geopotential number by the normal gravity value computed on the
 QW0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0698.degrees latitude (g = 980.6199 gals.).
 QW0698
 QW0698.The modeled gravity was interpolated from observed gravity values.
 QW0698
 QW0698;                    North         East    Units  Estimated Accuracy
 QW0698;SPC MT       -   135,530.      650,840.      MT  (+/- 180 meters Scaled)
 QW0698
 QW0698                          SUPERSEDED SURVEY CONTROL
 QW0698
 QW0698  NGVD 29 (??/??/92) 1054.80   (m)         3460.6    (f) COMPUTED    3 0
 QW0698
 QW0698.Superseded values are not recommended for survey control.
 QW0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0698.See file dsdata.txt to determine how the superseded data were derived.
 QW0698
 QW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR680371(NAD 83)
 QW0698_MARKER: DB = BENCH MARK DISK
 QW0698_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QW0698+WITH SETTING: PAVEMENT
 QW0698_SP_SET: CONCRETE FOUNDATION
 QW0698_STAMPING: 1 JRP 1967
 QW0698_MARK LOGO: USGS  
 QW0698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0698+STABILITY: SURFACE MOTION
 QW0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0698+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0698
 QW0698  HISTORY     - Date     Condition        Report By
 QW0698  HISTORY     - 1967     MONUMENTED       USGS
 QW0698
 QW0698                          STATION DESCRIPTION
 QW0698
 QW0698'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0698'FROM EDGAR, MONTANA, AT THE GRAIN ELEVATORS, 20 FEET SOUTH AND 18 FEE
 QW0698'T WEST OF THE SOUTH ENTRANCE TO THE ELEVATOR SCALES, SET IN THE
 QW0698'CONCRE TE FOUNDATION OF A METAL STORAGE BIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0339 ***********************************************************************
 QU0339  DESIGNATION -  1 RCN
 QU0339  PID         -  QU0339
 QU0339  STATE/COUNTY-  MT/CARTER
 QU0339  USGS QUAD   -  EKALAKA (1993)
 QU0339
 QU0339                         *CURRENT SURVEY CONTROL
 QU0339  ___________________________________________________________________
 QU0339* NAD 83(1986)-  45 52 42.     (N)    104 34 35.     (W)     SCALED    
 QU0339* NAVD 88     -      1051.228  (meters)    3448.90   (feet)  ADJUSTED  
 QU0339  ___________________________________________________________________
 QU0339  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 QU0339  DYNAMIC HT  -        1051.018 (meters)    3448.21  (feet)  COMP
 QU0339  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 QU0339
 QU0339  VERT ORDER  -  THIRD
 QU0339
 QU0339.The horizontal coordinates were scaled from a topographic map and have
 QU0339.an estimated accuracy of +/- 6 seconds.
 QU0339
 QU0339.The orthometric height was determined by differential leveling
 QU0339.and adjusted by the National Geodetic Survey in June 1991..
 QU0339
 QU0339.The geoid height was determined by GEOID03.
 QU0339
 QU0339.The dynamic height is computed by dividing the NAVD 88
 QU0339.geopotential number by the normal gravity value computed on the
 QU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0339.degrees latitude (g = 980.6199 gals.).
 QU0339
 QU0339.The modeled gravity was interpolated from observed gravity values.
 QU0339
 QU0339;                    North         East    Units  Estimated Accuracy
 QU0339;SPC MT       -   192,970.      981,830.      MT  (+/- 180 meters Scaled)
 QU0339
 QU0339                          SUPERSEDED SURVEY CONTROL
 QU0339
 QU0339  NGVD 29 (??/??/92) 1050.63   (m)         3446.9    (f) COMPUTED    3 0
 QU0339
 QU0339.Superseded values are not recommended for survey control.
 QU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0339.See file dsdata.txt to determine how the superseded data were derived.
 QU0339
 QU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL328806(NAD 83)
 QU0339_MARKER: DB = BENCH MARK DISK
 QU0339_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0339_SP_SET: COPPER-CLAD STEEL ROD
 QU0339_STAMPING: 1 RCN 1973 3447
 QU0339_MARK LOGO: USGS  
 QU0339_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0339+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0339
 QU0339  HISTORY     - Date     Condition        Report By
 QU0339  HISTORY     - 1973     MONUMENTED       USGS
 QU0339
 QU0339                          STATION DESCRIPTION
 QU0339
 QU0339'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0339'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 2.0 MILES SOUTH AND WEST
 QU0339'ALONG CHALK BUTTES ROAD, NEAR SECTION CORNERS 1-6-31-36/TOWNSHIP
 QU0339'22-23 NORTH/RANGE 57-58 EAST, 15 FEET NORTH OF A T-FENCE CORNER AND
 QU0339'41 FEET NORTH OF THE ROAD, 27 FEET EAST OF THE WEST ROAD
 QU0339'INTERSECTION, 2 FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL
 QU0339'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0386 ***********************************************************************
 ST0386  DESIGNATION -  1 RDS
 ST0386  PID         -  ST0386
 ST0386  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0386  USGS QUAD   -  GILMAN (1987)
 ST0386
 ST0386                         *CURRENT SURVEY CONTROL
 ST0386  ___________________________________________________________________
 ST0386* NAD 83(1986)-  47 30 10.     (N)    112 16 47.     (W)     SCALED    
 ST0386* NAVD 88     -      1185.476  (meters)    3889.35   (feet)  ADJUSTED  
 ST0386  ___________________________________________________________________
 ST0386  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 ST0386  DYNAMIC HT  -        1185.339 (meters)    3888.90  (feet)  COMP
 ST0386  MODELED GRAV-     980,456.8   (mgal)                       NAVD 88
 ST0386
 ST0386  VERT ORDER  -  SECOND    CLASS 0
 ST0386
 ST0386.The horizontal coordinates were scaled from a topographic map and have
 ST0386.an estimated accuracy of +/- 6 seconds.
 ST0386
 ST0386.The orthometric height was determined by differential leveling
 ST0386.and adjusted by the National Geodetic Survey in June 1991..
 ST0386
 ST0386.The geoid height was determined by GEOID03.
 ST0386
 ST0386.The dynamic height is computed by dividing the NAVD 88
 ST0386.geopotential number by the normal gravity value computed on the
 ST0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0386.degrees latitude (g = 980.6199 gals.).
 ST0386
 ST0386.The modeled gravity was interpolated from observed gravity values.
 ST0386
 ST0386;                    North         East    Units  Estimated Accuracy
 ST0386;SPC MT       -   365,150.      390,740.      MT  (+/- 180 meters Scaled)
 ST0386
 ST0386                          SUPERSEDED SURVEY CONTROL
 ST0386
 ST0386  NGVD 29 (??/??/92) 1184.491  (m)         3886.12   (f) ADJ UNCH    2 0
 ST0386
 ST0386.Superseded values are not recommended for survey control.
 ST0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0386.See file dsdata.txt to determine how the superseded data were derived.
 ST0386
 ST0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT036618(NAD 83)
 ST0386_MARKER: DD = SURVEY DISK
 ST0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0386_STAMPING: 1 RDS 1957
 ST0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0386+STABILITY: SURFACE MOTION
 ST0386
 ST0386  HISTORY     - Date     Condition        Report By
 ST0386  HISTORY     - 1957     MONUMENTED       USGS
 ST0386  HISTORY     - 1961     GOOD             NGS
 ST0386  HISTORY     - 1974     GOOD             MTDH
 ST0386
 ST0386                          STATION DESCRIPTION
 ST0386
 ST0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0386'5.75 MI E FROM AUGUSTA.
 ST0386'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0386'AUGUSTA, THENCE 4.5 MILES EAST ALONG STATE HIGHWAY 21, AT THE JUNCTION
 ST0386'OF A DRIVEWAY LEADING SOUTH, 53 1/2 FEET SOUTH OF THE CENTER LINE OF
 ST0386'THE HIGHWAY, 26 1/2 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 20
 ST0386'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A 6 BY 6 FOOT CONCRETE
 ST0386'CULVERT UNDER DRIVEWAY, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0 FOOT
 ST0386'SOUTH OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND SET
 ST0386'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ST0386'NOTE-- ABOUT TO BE LOST DUE TO IRRIGATION DITCH WASHING.
 ST0386
 ST0386                          STATION RECOVERY (1974)
 ST0386
 ST0386'RECOVERY NOTE BY MONTANA DEPARTMENT OF HIGHWAYS 1974
 ST0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0505 ***********************************************************************
 RU0505  DESIGNATION -  1 RDS
 RU0505  PID         -  RU0505
 RU0505  STATE/COUNTY-  MT/ROSEBUD
 RU0505  USGS QUAD   -  MELSTONE NE (1980)
 RU0505
 RU0505                         *CURRENT SURVEY CONTROL
 RU0505  ___________________________________________________________________
 RU0505* NAD 83(1986)-  46 38 24.     (N)    107 47 34.     (W)     SCALED    
 RU0505* NAVD 88     -       871.782  (meters)    2860.17   (feet)  ADJUSTED  
 RU0505  ___________________________________________________________________
 RU0505  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 RU0505  DYNAMIC HT  -         871.708 (meters)    2859.93  (feet)  COMP
 RU0505  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 RU0505
 RU0505  VERT ORDER  -  SECOND    CLASS 0
 RU0505
 RU0505.The horizontal coordinates were scaled from a topographic map and have
 RU0505.an estimated accuracy of +/- 6 seconds.
 RU0505
 RU0505.The orthometric height was determined by differential leveling
 RU0505.and adjusted by the National Geodetic Survey in June 1991..
 RU0505
 RU0505.The geoid height was determined by GEOID03.
 RU0505
 RU0505.The dynamic height is computed by dividing the NAVD 88
 RU0505.geopotential number by the normal gravity value computed on the
 RU0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0505.degrees latitude (g = 980.6199 gals.).
 RU0505
 RU0505.The modeled gravity was interpolated from observed gravity values.
 RU0505
 RU0505;                    North         East    Units  Estimated Accuracy
 RU0505;SPC MT       -   267,010.      730,630.      MT  (+/- 180 meters Scaled)
 RU0505
 RU0505                          SUPERSEDED SURVEY CONTROL
 RU0505
 RU0505  NGVD 29 (??/??/92)  871.14   (m)         2858.1    (f) COMPUTED    2 0
 RU0505
 RU0505.Superseded values are not recommended for survey control.
 RU0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0505.See file dsdata.txt to determine how the superseded data were derived.
 RU0505
 RU0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM862689(NAD 83)
 RU0505_MARKER: DB = BENCH MARK DISK
 RU0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0505_SP_SET: CONCRETE POST
 RU0505_STAMPING: 1 RDS 1962
 RU0505_MARK LOGO: USGS  
 RU0505_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0505+STABILITY: SURFACE MOTION
 RU0505
 RU0505  HISTORY     - Date     Condition        Report By
 RU0505  HISTORY     - 1962     MONUMENTED       USGS
 RU0505
 RU0505                          STATION DESCRIPTION
 RU0505
 RU0505'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0505'7.7 KM (4.80 MI) NE FROM MELSTONE.
 RU0505'4.4 MILES EAST OF MELSTONE ALONG U.S. HIGHWAY 12, THENCE 0.4 MILES
 RU0505'NORTH ALONG A GRADED ROAD, NEAR THE CORNER OF SECTION 10, 11, 14,
 RU0505'15, T. 10 N., R. 31 E., 15 FEET NORTH AND 34 FEET WEST OF THE CENTER
 RU0505'OF THE ROAD AT TRAIL, 2 FEET NORTH AND 2 FEET EAST OF A FENCE CORNER
 RU0505'AT T-FENCE WEST.
 RU0505'THE MARK IS 1.3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0969 ***********************************************************************
 TN0969  DESIGNATION -  1 RHM
 TN0969  PID         -  TN0969
 TN0969  STATE/COUNTY-  MT/LINCOLN
 TN0969  USGS QUAD   -  LIBBY (1983)
 TN0969
 TN0969                         *CURRENT SURVEY CONTROL
 TN0969  ___________________________________________________________________
 TN0969* NAD 83(1986)-  48 25 06.     (N)    115 32 48.     (W)     SCALED    
 TN0969* NAVD 88     -       700.840  (meters)    2299.34   (feet)  ADJUSTED  
 TN0969  ___________________________________________________________________
 TN0969  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0969  DYNAMIC HT  -         700.879 (meters)    2299.47  (feet)  COMP
 TN0969  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 TN0969
 TN0969  VERT ORDER  -  THIRD
 TN0969
 TN0969.The horizontal coordinates were scaled from a topographic map and have
 TN0969.an estimated accuracy of +/- 6 seconds.
 TN0969
 TN0969.The orthometric height was determined by differential leveling
 TN0969.and adjusted by the National Geodetic Survey in June 1991..
 TN0969
 TN0969.The geoid height was determined by GEOID03.
 TN0969
 TN0969.The dynamic height is computed by dividing the NAVD 88
 TN0969.geopotential number by the normal gravity value computed on the
 TN0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0969.degrees latitude (g = 980.6199 gals.).
 TN0969
 TN0969.The modeled gravity was interpolated from observed gravity values.
 TN0969
 TN0969;                    North         East    Units  Estimated Accuracy
 TN0969;SPC MT       -   480,460.      153,010.      MT  (+/- 180 meters Scaled)
 TN0969
 TN0969                          SUPERSEDED SURVEY CONTROL
 TN0969
 TN0969  NGVD 29 (??/??/92)  699.64   (m)         2295.4    (f) COMPUTED    3 0
 TN0969
 TN0969.Superseded values are not recommended for survey control.
 TN0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0969.See file dsdata.txt to determine how the superseded data were derived.
 TN0969
 TN0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP075638(NAD 83)
 TN0969_MARKER: DB = BENCH MARK DISK
 TN0969_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN0969_SP_SET: PREFAB CONC. POST IN EARTH
 TN0969_STAMPING: 1 RHM 1963
 TN0969_MARK LOGO: USGS  
 TN0969_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0969+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0969
 TN0969  HISTORY     - Date     Condition        Report By
 TN0969  HISTORY     - 1963     MONUMENTED       USGS
 TN0969
 TN0969                          STATION DESCRIPTION
 TN0969
 TN0969'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0969'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0969'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68, THENCE 1.9 MILES
 TN0969'NORTH ALONG ROAD TO CROSSROADS, 29 FEET SOUTH AND 48 FEET WEST AND 2
 TN0969'FEET LOWER THAN CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1019 ***********************************************************************
 TN1019  DESIGNATION -  1 RHM
 TN1019  PID         -  TN1019
 TN1019  STATE/COUNTY-  MT/FLATHEAD
 TN1019  USGS QUAD   -  MEADOW PEAK (1983)
 TN1019
 TN1019                         *CURRENT SURVEY CONTROL
 TN1019  ___________________________________________________________________
 TN1019* NAD 83(1986)-  48 00 02.     (N)    114 58 28.     (W)     SCALED    
 TN1019* NAVD 88     -      1032.020  (meters)    3385.89   (feet)  ADJUSTED  
 TN1019  ___________________________________________________________________
 TN1019  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 TN1019  DYNAMIC HT  -        1031.985 (meters)    3385.77  (feet)  COMP
 TN1019  MODELED GRAV-     980,542.6   (mgal)                       NAVD 88
 TN1019
 TN1019  VERT ORDER  -  THIRD
 TN1019
 TN1019.The horizontal coordinates were scaled from a topographic map and have
 TN1019.an estimated accuracy of +/- 6 seconds.
 TN1019
 TN1019.The orthometric height was determined by differential leveling
 TN1019.and adjusted by the National Geodetic Survey in June 1991..
 TN1019
 TN1019.The geoid height was determined by GEOID03.
 TN1019
 TN1019.The dynamic height is computed by dividing the NAVD 88
 TN1019.geopotential number by the normal gravity value computed on the
 TN1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1019.degrees latitude (g = 980.6199 gals.).
 TN1019
 TN1019.The modeled gravity was interpolated from observed gravity values.
 TN1019
 TN1019;                    North         East    Units  Estimated Accuracy
 TN1019;SPC MT       -   431,020.      191,990.      MT  (+/- 180 meters Scaled)
 TN1019
 TN1019                          SUPERSEDED SURVEY CONTROL
 TN1019
 TN1019  NGVD 29 (??/??/92) 1030.83   (m)         3382.0    (f) COMPUTED    3 0
 TN1019
 TN1019.Superseded values are not recommended for survey control.
 TN1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1019.See file dsdata.txt to determine how the superseded data were derived.
 TN1019
 TN1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP510183(NAD 83)
 TN1019_MARKER: DB = BENCH MARK DISK
 TN1019_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN1019_SP_SET: PREFAB CONC. POST IN EARTH
 TN1019_STAMPING: 1 RHM 1964
 TN1019_MARK LOGO: USGS  
 TN1019_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1019+SATELLITE: SATELLITE OBSERVATIONS - 1964
 TN1019
 TN1019  HISTORY     - Date     Condition        Report By
 TN1019  HISTORY     - 1964     MONUMENTED       USGS
 TN1019
 TN1019                          STATION DESCRIPTION
 TN1019
 TN1019'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TN1019'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 TN1019'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 2.0 MILES
 TN1019'SOUTH ALONG THOMPSON RIVER ROAD TO DONALD BRYSON RANCH ENTRANCE, 126
 TN1019'FEET NORTH OF A Y-ENTRANCE AND 30 FEET EAST AND ABOUT 4 FEET HIGHER
 TN1019'THAN MAIN ROAD, PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0687 ***********************************************************************
 TL0687  DESIGNATION -  1 WCA
 TL0687  PID         -  TL0687
 TL0687  STATE/COUNTY-  MT/LIBERTY
 TL0687  USGS QUAD   -  JOPLIN (1963)
 TL0687
 TL0687                         *CURRENT SURVEY CONTROL
 TL0687  ___________________________________________________________________
 TL0687* NAD 83(1986)-  48 33 36.     (N)    110 46 17.     (W)     SCALED    
 TL0687* NAVD 88     -      1012.823  (meters)    3322.90   (feet)  ADJUSTED  
 TL0687  ___________________________________________________________________
 TL0687  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 TL0687  DYNAMIC HT  -        1012.896 (meters)    3323.14  (feet)  COMP
 TL0687  MODELED GRAV-     980,648.2   (mgal)                       NAVD 88
 TL0687
 TL0687  VERT ORDER  -  THIRD
 TL0687
 TL0687.The horizontal coordinates were scaled from a topographic map and have
 TL0687.an estimated accuracy of +/- 6 seconds.
 TL0687
 TL0687.The orthometric height was determined by differential leveling
 TL0687.and adjusted by the National Geodetic Survey in June 1991..
 TL0687
 TL0687.The geoid height was determined by GEOID03.
 TL0687
 TL0687.The dynamic height is computed by dividing the NAVD 88
 TL0687.geopotential number by the normal gravity value computed on the
 TL0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0687.degrees latitude (g = 980.6199 gals.).
 TL0687
 TL0687.The modeled gravity was interpolated from observed gravity values.
 TL0687
 TL0687;                    North         East    Units  Estimated Accuracy
 TL0687;SPC MT       -   479,710.      506,180.      MT  (+/- 180 meters Scaled)
 TL0687
 TL0687                          SUPERSEDED SURVEY CONTROL
 TL0687
 TL0687  NGVD 29 (??/??/92) 1011.93   (m)         3320.0    (f) COMPUTED    3 0
 TL0687
 TL0687.Superseded values are not recommended for survey control.
 TL0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0687.See file dsdata.txt to determine how the superseded data were derived.
 TL0687
 TL0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU168785(NAD 83)
 TL0687_MARKER: DB = BENCH MARK DISK
 TL0687_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TL0687_SP_SET: SET IN SIDEWALK
 TL0687_STAMPING: 1 WCA 1963 3320
 TL0687_MARK LOGO: USGS  
 TL0687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0687+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0687
 TL0687  HISTORY     - Date     Condition        Report By
 TL0687  HISTORY     - 1963     MONUMENTED       USGS
 TL0687
 TL0687                          STATION DESCRIPTION
 TL0687
 TL0687'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0687'IN JOPLIN, MONTANA, IN THE MIDDLE OF THE WEST EDGE OF SECTION
 TL0687'1/TOWNSHIP 32 NORTH/RANGE 7 EAST, 96 FEET NORTH OF AND 38 FEET WEST
 TL0687'OF A MAIN INTERSECTION IN JOPLIN, 1 FOOT EAST AND 5 FEET NORTH OF THE
 TL0687'SOUTHEAST CORNER OF JOPLIN POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0688 ***********************************************************************
 TL0688  DESIGNATION -  1 WCA RM
 TL0688  PID         -  TL0688
 TL0688  STATE/COUNTY-  MT/LIBERTY
 TL0688  USGS QUAD   -  JOPLIN (1963)
 TL0688
 TL0688                         *CURRENT SURVEY CONTROL
 TL0688  ___________________________________________________________________
 TL0688* NAD 83(1986)-  48 33 37.     (N)    110 46 17.     (W)     SCALED    
 TL0688* NAVD 88     -      1012.633  (meters)    3322.28   (feet)  ADJUSTED  
 TL0688  ___________________________________________________________________
 TL0688  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 TL0688  DYNAMIC HT  -        1012.707 (meters)    3322.52  (feet)  COMP
 TL0688  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 TL0688
 TL0688  VERT ORDER  -  THIRD
 TL0688
 TL0688.The horizontal coordinates were scaled from a topographic map and have
 TL0688.an estimated accuracy of +/- 6 seconds.
 TL0688
 TL0688.The orthometric height was determined by differential leveling
 TL0688.and adjusted by the National Geodetic Survey in June 1991..
 TL0688
 TL0688.The geoid height was determined by GEOID03.
 TL0688
 TL0688.The dynamic height is computed by dividing the NAVD 88
 TL0688.geopotential number by the normal gravity value computed on the
 TL0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0688.degrees latitude (g = 980.6199 gals.).
 TL0688
 TL0688.The modeled gravity was interpolated from observed gravity values.
 TL0688
 TL0688;                    North         East    Units  Estimated Accuracy
 TL0688;SPC MT       -   479,740.      506,180.      MT  (+/- 180 meters Scaled)
 TL0688
 TL0688                          SUPERSEDED SURVEY CONTROL
 TL0688
 TL0688  NGVD 29 (??/??/92) 1011.74   (m)         3319.4    (f) COMPUTED    3 0
 TL0688
 TL0688.Superseded values are not recommended for survey control.
 TL0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0688.See file dsdata.txt to determine how the superseded data were derived.
 TL0688
 TL0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU168786(NAD 83)
 TL0688_MARKER: Q = CHISELED SQUARE
 TL0688_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TL0688_SP_SET: SIDEWALK
 TL0688_MARK LOGO: NONE  
 TL0688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0688+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0688
 TL0688  HISTORY     - Date     Condition        Report By
 TL0688  HISTORY     - 1963     MONUMENTED       USGS
 TL0688
 TL0688                          STATION DESCRIPTION
 TL0688
 TL0688'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0688'IN JOPLIN, MONTANA, IN THE MIDDLE OF THE WEST EDGE OF SECTION
 TL0688'1/TOWNSHIP 32 NORTH/RANGE 7 EAST, 96 FEET NORTH OF AND 38 FEET WEST
 TL0688'OF MAIN INTERSECTION IN JOPLIN, 1 FOOT EAST AND 5 FEET NORTH OF
 TL0688'SOUTHEAST CORNER OF JOPLIN POST OFFICE, 65 FEET SOUTH OF AND 10 FEET
 TL0688'EAST OF TABLET, 31 FEET NORTH AND 28 FEET WEST OF TABLET, CHISLED
 TL0688'SQUARE IN CORNER OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0183 ***********************************************************************
 PY0183  DESIGNATION -  1 WG
 PY0183  PID         -  PY0183
 PY0183  STATE/COUNTY-  MT/YELLOWSTONE NAT PARK
 PY0183  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0183
 PY0183                         *CURRENT SURVEY CONTROL
 PY0183  ___________________________________________________________________
 PY0183* NAD 83(1986)-  44 48 22.     (N)    111 05 48.     (W)     SCALED    
 PY0183* NAVD 88     -      2052.700  (meters)    6734.57   (feet)  ADJUSTED  
 PY0183  ___________________________________________________________________
 PY0183  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0183  DYNAMIC HT  -        2051.578 (meters)    6730.89  (feet)  COMP
 PY0183  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 PY0183
 PY0183  VERT ORDER  -  FIRST     CLASS II
 PY0183
 PY0183.The horizontal coordinates were scaled from a topographic map and have
 PY0183.an estimated accuracy of +/- 6 seconds.
 PY0183
 PY0183.The orthometric height was determined by differential leveling
 PY0183.and adjusted by the National Geodetic Survey in June 1991..
 PY0183
 PY0183.The geoid height was determined by GEOID03.
 PY0183
 PY0183.The dynamic height is computed by dividing the NAVD 88
 PY0183.geopotential number by the normal gravity value computed on the
 PY0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0183.degrees latitude (g = 980.6199 gals.).
 PY0183
 PY0183.The modeled gravity was interpolated from observed gravity values.
 PY0183
 PY0183;                    North         East    Units  Estimated Accuracy
 PY0183;SPC MT       -    63,100.      473,680.      MT  (+/- 180 meters Scaled)
 PY0183
 PY0183                          SUPERSEDED SURVEY CONTROL
 PY0183
 PY0183  NGVD 29 (??/??/92) 2051.116  (m)         6729.37   (f) ADJ UNCH    1 2
 PY0183
 PY0183.Superseded values are not recommended for survey control.
 PY0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0183.See file dsdata.txt to determine how the superseded data were derived.
 PY0183
 PY0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ923614(NAD 83)
 PY0183_MARKER: DD = SURVEY DISK
 PY0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0183_STAMPING: WG NO 1 6727.72 1932
 PY0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0183+STABILITY: SURFACE MOTION
 PY0183
 PY0183  HISTORY     - Date     Condition        Report By
 PY0183  HISTORY     - 1932     MONUMENTED       BPR
 PY0183  HISTORY     - 1960     GOOD             NGS
 PY0183
 PY0183                          STATION DESCRIPTION
 PY0183
 PY0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0183'11.1 MI N FROM WEST YELLOWSTONE.
 PY0183'ABOUT 11.1 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0183'RAILROAD STATION AT WEST YELLOWSTONE, ABOUT 0.1 MILE SOUTHEAST OF THE
 PY0183'HIGHWAY, ON THE OLD HIGHWAY, ABOUT 0.1 MILE NORTH-NORTHEAST OF THE OLD
 PY0183'ENTRANCE TO THE YELLOWSTONE PARK, 40 FEET SOUTHEAST OF THE CENTER LINE
 PY0183'OF THE HIGHWAY, ABOUT 4 FEET BELOW THE OLD HIGHWAY, AND IN THE TOP OF
 PY0183'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0394 ***********************************************************************
 TJ0394  DESIGNATION -  1 WR
 TJ0394  PID         -  TJ0394
 TJ0394  STATE/COUNTY-  MT/PHILLIPS
 TJ0394  USGS QUAD   -  MALTA NE (1968)
 TJ0394
 TJ0394                         *CURRENT SURVEY CONTROL
 TJ0394  ___________________________________________________________________
 TJ0394* NAD 83(1986)-  48 23 02.     (N)    107 51 20.     (W)     SCALED    
 TJ0394* NAVD 88     -       684.140  (meters)    2244.55   (feet)  ADJUSTED  
 TJ0394  ___________________________________________________________________
 TJ0394  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 TJ0394  DYNAMIC HT  -         684.223 (meters)    2244.82  (feet)  COMP
 TJ0394  MODELED GRAV-     980,708.6   (mgal)                       NAVD 88
 TJ0394
 TJ0394  VERT ORDER  -  FIRST     CLASS II
 TJ0394
 TJ0394.The horizontal coordinates were scaled from a topographic map and have
 TJ0394.an estimated accuracy of +/- 6 seconds.
 TJ0394
 TJ0394.The orthometric height was determined by differential leveling
 TJ0394.and adjusted by the National Geodetic Survey in June 1991..
 TJ0394
 TJ0394.The geoid height was determined by GEOID03.
 TJ0394
 TJ0394.The dynamic height is computed by dividing the NAVD 88
 TJ0394.geopotential number by the normal gravity value computed on the
 TJ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0394.degrees latitude (g = 980.6199 gals.).
 TJ0394
 TJ0394.The modeled gravity was interpolated from observed gravity values.
 TJ0394
 TJ0394;                    North         East    Units  Estimated Accuracy
 TJ0394;SPC MT       -   460,640.      721,760.      MT  (+/- 180 meters Scaled)
 TJ0394
 TJ0394                          SUPERSEDED SURVEY CONTROL
 TJ0394
 TJ0394.No superseded survey control is available for this station.
 TJ0394
 TJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP885629(NAD 83)
 TJ0394_MARKER: DB = BENCH MARK DISK
 TJ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0394_SP_SET: CONCRETE POST
 TJ0394_STAMPING: 1 WR 2242 1968
 TJ0394_PROJECTION: PROJECTING 3 CENTIMETERS
 TJ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0394+STABILITY: SURFACE MOTION
 TJ0394
 TJ0394  HISTORY     - Date     Condition        Report By
 TJ0394  HISTORY     - 1968     MONUMENTED       USGS
 TJ0394  HISTORY     - 1979     GOOD             NGS
 TJ0394
 TJ0394                          STATION DESCRIPTION
 TJ0394
 TJ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0394'2.2 MI NORTH FROM MALTA.
 TJ0394'2.2 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0394'HIGHWAY 2 IN MALTA, AT A Y-ROAD JUNCTION, 98 FEET WEST OF THE CENTER
 TJ0394'OF THE HIGHWAY, 37 FEET WEST OF THE CENTER OF A DIRT ROAD LEADING
 TJ0394'NORTH, 12 FEET SOUTH OF A FENCE, AND 10 FEET EAST OF A WIRE
 TJ0394'FENCE.
 TJ0394'THE MARK IS 1 FT  E FROM A WITNESS POST.
 TJ0394'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0112 ***********************************************************************
 RW0112  DESIGNATION -  10
 RW0112  PID         -  RW0112
 RW0112  STATE/COUNTY-  MT/MEAGHER
 RW0112  USGS QUAD   -  MANGER PARK (1995)
 RW0112
 RW0112                         *CURRENT SURVEY CONTROL
 RW0112  ___________________________________________________________________
 RW0112* NAD 83(1986)-  46 23 10.     (N)    110 52 32.     (W)     SCALED    
 RW0112* NAVD 88     -      1594.285  (meters)    5230.58   (feet)  ADJUSTED  
 RW0112  ___________________________________________________________________
 RW0112  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 RW0112  DYNAMIC HT  -        1593.804 (meters)    5229.01  (feet)  COMP
 RW0112  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 RW0112
 RW0112  VERT ORDER  -  SECOND    CLASS 0
 RW0112
 RW0112.The horizontal coordinates were scaled from a topographic map and have
 RW0112.an estimated accuracy of +/- 6 seconds.
 RW0112
 RW0112.The orthometric height was determined by differential leveling
 RW0112.and adjusted by the National Geodetic Survey in June 1991..
 RW0112
 RW0112.The geoid height was determined by GEOID03.
 RW0112
 RW0112.The dynamic height is computed by dividing the NAVD 88
 RW0112.geopotential number by the normal gravity value computed on the
 RW0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0112.degrees latitude (g = 980.6199 gals.).
 RW0112
 RW0112.The modeled gravity was interpolated from observed gravity values.
 RW0112
 RW0112;                    North         East    Units  Estimated Accuracy
 RW0112;SPC MT       -   238,300.      494,250.      MT  (+/- 180 meters Scaled)
 RW0112
 RW0112                          SUPERSEDED SURVEY CONTROL
 RW0112
 RW0112  NGVD 29 (??/??/92) 1593.154  (m)         5226.87   (f) ADJ UNCH    2 0
 RW0112
 RW0112.Superseded values are not recommended for survey control.
 RW0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0112.See file dsdata.txt to determine how the superseded data were derived.
 RW0112
 RW0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS095369(NAD 83)
 RW0112_MARKER: DD = SURVEY DISK
 RW0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0112_STAMPING: CWA 10 1934
 RW0112_MARK LOGO: MTDOT 
 RW0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0112+STABILITY: SURFACE MOTION
 RW0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0112+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1997
 RW0112
 RW0112  HISTORY     - Date     Condition        Report By
 RW0112  HISTORY     - UNK      MONUMENTED
 RW0112  HISTORY     - 1934     GOOD             NGS
 RW0112  HISTORY     - 19970516 GOOD             MTDOT
 RW0112
 RW0112                          STATION DESCRIPTION
 RW0112
 RW0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RW0112'9.5 MI N FROM RINGLING.
 RW0112'9.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM RINGLING, AT A SLIGHT TURN
 RW0112'TO THE NORTH, AT THE BEGINNING OF A SMALL DOWNGRADE, 27 FEET EAST OF
 RW0112'THE CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF THE RIGHT-OF-WAY
 RW0112'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 10 AND SET IN THE TOP OF
 RW0112'A CONCRETE POST.
 RW0112
 RW0112                          STATION RECOVERY (1997)
 RW0112
 RW0112'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 RW0112'10.0 MI (16.1 KM) SOUTH OF WHITE SULPHUR SPRINGS TO THE JUNCTION OF
 RW0112'U.S.  HIGHWAYS 12 AND 89, 2.3 MI (3.7 KM) SOUTH ALONG U.S.  HIGHWAY 89
 RW0112'TO MILEPOST 55, 0.4 MI (0.6 KM) SOUTH ALONG THE HIGHWAY TO THE TOP OF
 RW0112'A SMALL RISE AT THE NORTH END OF A CURVE TO THE LEFT, 49.0 FT (14.9 M)
 RW0112'NORTHEAST OF THE CENTER OF THE HIGHWAY, 8.0 FT (2.4 M) NORTHEAST OF
 RW0112'THE RIGHT OF WAY FENCE WITH A WITNESS POST SET IN THE FENCE LINE AND
 RW0112'AT SET OF BRACE POLES FOR THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0028 ***********************************************************************
 QW0028  DESIGNATION -  10
 QW0028  PID         -  QW0028
 QW0028  STATE/COUNTY-  MT/YELLOWSTONE
 QW0028  USGS QUAD   -  WORDEN (1967)
 QW0028
 QW0028                         *CURRENT SURVEY CONTROL
 QW0028  ___________________________________________________________________
 QW0028* NAD 83(1986)-  45 55 47.     (N)    108 11 56.     (W)     SCALED    
 QW0028* NAVD 88     -       918.932  (meters)    3014.86   (feet)  ADJUSTED  
 QW0028  ___________________________________________________________________
 QW0028  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 QW0028  DYNAMIC HT  -         918.762 (meters)    3014.30  (feet)  COMP
 QW0028  MODELED GRAV-     980,398.9   (mgal)                       NAVD 88
 QW0028
 QW0028  VERT ORDER  -  FIRST     CLASS II
 QW0028
 QW0028.The horizontal coordinates were scaled from a topographic map and have
 QW0028.an estimated accuracy of +/- 6 seconds.
 QW0028
 QW0028.The orthometric height was determined by differential leveling
 QW0028.and adjusted by the National Geodetic Survey in June 1991..
 QW0028
 QW0028.The geoid height was determined by GEOID03.
 QW0028
 QW0028.The dynamic height is computed by dividing the NAVD 88
 QW0028.geopotential number by the normal gravity value computed on the
 QW0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0028.degrees latitude (g = 980.6199 gals.).
 QW0028
 QW0028.The modeled gravity was interpolated from observed gravity values.
 QW0028
 QW0028;                    North         East    Units  Estimated Accuracy
 QW0028;SPC MT       -   187,510.      700,870.      MT  (+/- 180 meters Scaled)
 QW0028
 QW0028                          SUPERSEDED SURVEY CONTROL
 QW0028
 QW0028  NGVD 29 (??/??/92)  918.204  (m)         3012.47   (f) ADJ UNCH    1 2
 QW0028
 QW0028.Superseded values are not recommended for survey control.
 QW0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0028.See file dsdata.txt to determine how the superseded data were derived.
 QW0028
 QW0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR171900(NAD 83)
 QW0028_MARKER: DD = SURVEY DISK
 QW0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0028_SP_SET: CANAL
 QW0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0028
 QW0028  HISTORY     - Date     Condition        Report By
 QW0028  HISTORY     - UNK      MONUMENTED       BOR
 QW0028  HISTORY     - 1957     GOOD             NGS
 QW0028
 QW0028                          STATION DESCRIPTION
 QW0028
 QW0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0028'5.85 MI NE FROM HUNTLEY.
 QW0028'ABOUT 5.85 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QW0028'RAILROAD FROM THE STATION AT HUNTLEY, OPPOSITE BRIDGE NUMBER 823.16,
 QW0028'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF
 QW0028'AN AQUEDUCT OVER THE MAIN-LINE CANAL, 170 FEET SOUTHEAST OF THE
 QW0028'SOUTHEAST RAIL, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE CANAL, AND
 QW0028'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0039 ***********************************************************************
 SP0039  DESIGNATION -  10 BOR
 SP0039  PID         -  SP0039
 SP0039  STATE/COUNTY-  MT/DAWSON
 SP0039  USGS QUAD   -  FOREST PARK (1967)
 SP0039
 SP0039                         *CURRENT SURVEY CONTROL
 SP0039  ___________________________________________________________________
 SP0039* NAD 83(1986)-  47 01 40.     (N)    104 45 02.     (W)     SCALED    
 SP0039* NAVD 88     -       638.107  (meters)    2093.52   (feet)  ADJUSTED  
 SP0039  ___________________________________________________________________
 SP0039  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 SP0039  DYNAMIC HT  -         638.111 (meters)    2093.54  (feet)  COMP
 SP0039  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 SP0039
 SP0039  VERT ORDER  -  FIRST     CLASS II
 SP0039
 SP0039.The horizontal coordinates were scaled from a topographic map and have
 SP0039.an estimated accuracy of +/- 6 seconds.
 SP0039
 SP0039.The orthometric height was determined by differential leveling
 SP0039.and adjusted by the National Geodetic Survey in June 1991..
 SP0039
 SP0039.The geoid height was determined by GEOID03.
 SP0039
 SP0039.The dynamic height is computed by dividing the NAVD 88
 SP0039.geopotential number by the normal gravity value computed on the
 SP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0039.degrees latitude (g = 980.6199 gals.).
 SP0039
 SP0039.The modeled gravity was interpolated from observed gravity values.
 SP0039
 SP0039;                    North         East    Units  Estimated Accuracy
 SP0039;SPC MT       -   319,600.      960,600.      MT  (+/- 180 meters Scaled)
 SP0039
 SP0039                          SUPERSEDED SURVEY CONTROL
 SP0039
 SP0039  NGVD 29 (??/??/92)  637.543  (m)         2091.67   (f) ADJ UNCH    1 2
 SP0039
 SP0039.Superseded values are not recommended for survey control.
 SP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0039.See file dsdata.txt to determine how the superseded data were derived.
 SP0039
 SP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN189082(NAD 83)
 SP0039_MARKER: DD = SURVEY DISK
 SP0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0039_STAMPING: 10
 SP0039_MARK LOGO: BOR   
 SP0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0039+STABILITY: SURFACE MOTION
 SP0039
 SP0039  HISTORY     - Date     Condition        Report By
 SP0039  HISTORY     - UNK      MONUMENTED       BOR
 SP0039  HISTORY     - 1960     GOOD             NGS
 SP0039  HISTORY     - 1981     GOOD             NGS
 SP0039
 SP0039                          STATION DESCRIPTION
 SP0039
 SP0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SP0039'5.85 MI S FROM GLENDIVE.
 SP0039'5.85 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SP0039'AT GLENDIVE, 6 POLES NORTH OF MILEPOST 6, 4 POLES SOUTH OF A BRIDGE,
 SP0039'IN SECTION 27, R 55 E, T 15 N, 195 FEET WEST OF THE WEST RAIL, 2 1/2
 SP0039'FEET WEST OF A FENCE, 3.0 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 SP0039'FEET BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 SP0039'INCH.
 SP0039
 SP0039                          STATION RECOVERY (1981)
 SP0039
 SP0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SP0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0661 ***********************************************************************
 QW0661  DESIGNATION -  10 DHW
 QW0661  PID         -  QW0661
 QW0661  STATE/COUNTY-  MT/YELLOWSTONE
 QW0661  USGS QUAD   -  WOODY MOUNTAIN NW (1980)
 QW0661
 QW0661                         *CURRENT SURVEY CONTROL
 QW0661  ___________________________________________________________________
 QW0661* NAD 83(1986)-  45 39 36.     (N)    108 13 01.     (W)     SCALED    
 QW0661* NAVD 88     -      1064.502  (meters)    3492.45   (feet)  POSTED    
 QW0661  ___________________________________________________________________
 QW0661  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 QW0661  DYNAMIC HT  -        1064.250 (meters)    3491.63  (feet)  COMP
 QW0661  MODELED GRAV-     980,342.7   (mgal)                       NAVD 88
 QW0661
 QW0661  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0661
 QW0661.The horizontal coordinates were scaled from a topographic map and have
 QW0661.an estimated accuracy of +/- 6 seconds.
 QW0661
 QW0661.The orthometric height was determined by differential leveling
 QW0661.and adjusted by the National Geodetic Survey in 1992..
 QW0661.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0661.rate of 0.0 thru 1.0 mm/km.
 QW0661
 QW0661.The geoid height was determined by GEOID03.
 QW0661
 QW0661.The dynamic height is computed by dividing the NAVD 88
 QW0661.geopotential number by the normal gravity value computed on the
 QW0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0661.degrees latitude (g = 980.6199 gals.).
 QW0661
 QW0661.The modeled gravity was interpolated from observed gravity values.
 QW0661
 QW0661;                    North         East    Units  Estimated Accuracy
 QW0661;SPC MT       -   157,520.      699,960.      MT  (+/- 180 meters Scaled)
 QW0661
 QW0661                          SUPERSEDED SURVEY CONTROL
 QW0661
 QW0661.No superseded survey control is available for this station.
 QW0661
 QW0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR168600(NAD 83)
 QW0661_MARKER: DB = BENCH MARK DISK
 QW0661_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0661_SP_SET: PREFAB CONC. POST IN EARTH
 QW0661_STAMPING: 10 DHW 1967
 QW0661_MARK LOGO: USGS  
 QW0661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0661+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0661
 QW0661  HISTORY     - Date     Condition        Report By
 QW0661  HISTORY     - 1967     MONUMENTED       USGS
 QW0661
 QW0661                          STATION DESCRIPTION
 QW0661
 QW0661'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0661'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 15.6 MILES
 QW0661'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A JUNCTION WITH A RANCH ROAD,
 QW0661'THENCE .77 MILES SOUTH ALONG RANCH ROAD, AT CORMIERS RANCH HOUSE,
 QW0661'SOUTHWEST CORNER OF SECTION 13/TOWNSHIP 2 SOUTH/RANGE 28 EAST, 310
 QW0661'FEET NORTHWEST OF A RANCH HOUSE, 26 FEET EAST OF A DRAIN AT BEND, 20
 QW0661'FEET WEST OF THE RANCH ROAD, WITNESS SIGN 1 FOOT WEST OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1097 ***********************************************************************
 PY1097  DESIGNATION -  10 EAM
 PY1097  PID         -  PY1097
 PY1097  STATE/COUNTY-  MT/MADISON
 PY1097  USGS QUAD   -  EARTHQUAKE LAKE (1988)
 PY1097
 PY1097                         *CURRENT SURVEY CONTROL
 PY1097  ___________________________________________________________________
 PY1097* NAD 83(1986)-  44 49 34.     (N)    111 29 24.     (W)     SCALED    
 PY1097* NAVD 88     -      1873.356  (meters)    6146.17   (feet)  ADJUSTED  
 PY1097  ___________________________________________________________________
 PY1097  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY1097  DYNAMIC HT  -        1872.358 (meters)    6142.89  (feet)  COMP
 PY1097  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 PY1097
 PY1097  VERT ORDER  -  FIRST     CLASS II
 PY1097
 PY1097.The horizontal coordinates were scaled from a topographic map and have
 PY1097.an estimated accuracy of +/- 6 seconds.
 PY1097
 PY1097.The orthometric height was determined by differential leveling
 PY1097.and adjusted by the National Geodetic Survey in June 1991..
 PY1097
 PY1097.The geoid height was determined by GEOID03.
 PY1097
 PY1097.The dynamic height is computed by dividing the NAVD 88
 PY1097.geopotential number by the normal gravity value computed on the
 PY1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1097.degrees latitude (g = 980.6199 gals.).
 PY1097
 PY1097.The modeled gravity was interpolated from observed gravity values.
 PY1097
 PY1097;                    North         East    Units  Estimated Accuracy
 PY1097;SPC MT       -    66,040.      442,620.      MT  (+/- 180 meters Scaled)
 PY1097
 PY1097                          SUPERSEDED SURVEY CONTROL
 PY1097
 PY1097  NGVD 29 (08/20/92) 1872.118  (m)         6142.11   (f) ADJUSTED    1 2
 PY1097
 PY1097.Superseded values are not recommended for survey control.
 PY1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1097.See file dsdata.txt to determine how the superseded data were derived.
 PY1097
 PY1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ612637(NAD 83)
 PY1097_MARKER: DB = BENCH MARK DISK
 PY1097_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY1097+WITH SETTING: PAVEMENT
 PY1097_SP_SET: BRIDGE WALKWAY
 PY1097_STAMPING: 10 EAM 1964 6142
 PY1097_MARK LOGO: USGS  
 PY1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1097+STABILITY: SURFACE MOTION
 PY1097
 PY1097  HISTORY     - Date     Condition        Report By
 PY1097  HISTORY     - 1964     MONUMENTED       USGS
 PY1097  HISTORY     - 1987     GOOD             NGS
 PY1097
 PY1097                          STATION DESCRIPTION
 PY1097
 PY1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1097'47.6 KM (29.60 MI) SOUTH FROM CAMERON.
 PY1097'46.8 KM (29.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 PY1097'OFFICE IN CAMERON, THENCE 0.8 KM (0.50 MI) SOUTHEAST ALONG STATE
 PY1097'HIGHWAY 87, IN THE NORTHEAST END OF THE SOUTHWEST WALKWAY OF A
 PY1097'HIGHWAY BRIDGE SPANNING THE MADISON RIVER, 4.5 M (14.8 FT) SOUTHWEST
 PY1097'OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF THE
 PY1097'NORTHWEST END OF THE WALKWAY.
 PY1097'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0390 ***********************************************************************
 QV0390  DESIGNATION -  10 JLP
 QV0390  PID         -  QV0390
 QV0390  STATE/COUNTY-  MT/POWDER RIVER
 QV0390  USGS QUAD   -  FORT HOWES (1995)
 QV0390
 QV0390                         *CURRENT SURVEY CONTROL
 QV0390  ___________________________________________________________________
 QV0390* NAD 83(1986)-  45 17 35.     (N)    106 09 10.     (W)     SCALED    
 QV0390* NAVD 88     -      1002.342  (meters)    3288.52   (feet)  ADJUSTED  
 QV0390  ___________________________________________________________________
 QV0390  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QV0390  DYNAMIC HT  -        1002.084 (meters)    3287.67  (feet)  COMP
 QV0390  MODELED GRAV-     980,325.4   (mgal)                       NAVD 88
 QV0390
 QV0390  VERT ORDER  -  THIRD
 QV0390
 QV0390.The horizontal coordinates were scaled from a topographic map and have
 QV0390.an estimated accuracy of +/- 6 seconds.
 QV0390
 QV0390.The orthometric height was determined by differential leveling
 QV0390.and adjusted by the National Geodetic Survey in June 1991..
 QV0390
 QV0390.The geoid height was determined by GEOID03.
 QV0390
 QV0390.The dynamic height is computed by dividing the NAVD 88
 QV0390.geopotential number by the normal gravity value computed on the
 QV0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0390.degrees latitude (g = 980.6199 gals.).
 QV0390
 QV0390.The modeled gravity was interpolated from observed gravity values.
 QV0390
 QV0390;                    North         East    Units  Estimated Accuracy
 QV0390;SPC MT       -   121,540.      862,450.      MT  (+/- 180 meters Scaled)
 QV0390
 QV0390                          SUPERSEDED SURVEY CONTROL
 QV0390
 QV0390  NGVD 29 (??/??/92) 1001.65   (m)         3286.2    (f) COMPUTED    3 0
 QV0390
 QV0390.Superseded values are not recommended for survey control.
 QV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0390.See file dsdata.txt to determine how the superseded data were derived.
 QV0390
 QV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL096161(NAD 83)
 QV0390_MARKER: DB = BENCH MARK DISK
 QV0390_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0390_SP_SET: PREFAB CONC. POST IN EARTH
 QV0390_STAMPING: 10 JLP 1966
 QV0390_MARK LOGO: USGS  
 QV0390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0390+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0390
 QV0390  HISTORY     - Date     Condition        Report By
 QV0390  HISTORY     - 1966     MONUMENTED       USGS
 QV0390
 QV0390                          STATION DESCRIPTION
 QV0390
 QV0390'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0390'FROM BIRNEY, MONTANA, PROCEED 20.9 MILES SOUTH AND EAST ALONG A ROAD,
 QV0390'ABOUT 0.25 MILES WEST OF THE BRIDGE OVER OTTER CREEK, 1.2 MILES SOUTH
 QV0390'AND WEST FROM HOWE RANGER STATION, NEAR THE NORTHWEST CORNER OF
 QV0390'SECTION 30/TOWNSHIP 6 SOUTH/RANGE 46 EAST, 103 FEET NORTH AND 79 FEET
 QV0390'EAST AND LEVEL WITH THE CROSSROADS, 2 FEET SOUTH AND 16 FEET EAST OF
 QV0390'A FENCE CORNER, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0462 ***********************************************************************
 SS0462  DESIGNATION -  10 JRP
 SS0462  PID         -  SS0462
 SS0462  STATE/COUNTY-  MT/JUDITH BASIN
 SS0462  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0462
 SS0462                         *CURRENT SURVEY CONTROL
 SS0462  ___________________________________________________________________
 SS0462* NAD 83(1986)-  47 14 37.     (N)    110 44 46.     (W)     SCALED    
 SS0462* NAVD 88     -      1286.542  (meters)    4220.93   (feet)  ADJUSTED  
 SS0462  ___________________________________________________________________
 SS0462  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 SS0462  DYNAMIC HT  -        1286.367 (meters)    4220.36  (feet)  COMP
 SS0462  MODELED GRAV-     980,431.9   (mgal)                       NAVD 88
 SS0462
 SS0462  VERT ORDER  -  SECOND    CLASS 0
 SS0462
 SS0462.The horizontal coordinates were scaled from a topographic map and have
 SS0462.an estimated accuracy of +/- 6 seconds.
 SS0462
 SS0462.The orthometric height was determined by differential leveling
 SS0462.and adjusted by the National Geodetic Survey in June 1991..
 SS0462
 SS0462.The geoid height was determined by GEOID03.
 SS0462
 SS0462.The dynamic height is computed by dividing the NAVD 88
 SS0462.geopotential number by the normal gravity value computed on the
 SS0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0462.degrees latitude (g = 980.6199 gals.).
 SS0462
 SS0462.The modeled gravity was interpolated from observed gravity values.
 SS0462
 SS0462;                    North         East    Units  Estimated Accuracy
 SS0462;SPC MT       -   333,390.      505,720.      MT  (+/- 180 meters Scaled)
 SS0462
 SS0462                          SUPERSEDED SURVEY CONTROL
 SS0462
 SS0462  NGVD 29 (??/??/92) 1285.580  (m)         4217.77   (f) ADJ UNCH    2 0
 SS0462
 SS0462.Superseded values are not recommended for survey control.
 SS0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0462.See file dsdata.txt to determine how the superseded data were derived.
 SS0462
 SS0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT192322(NAD 83)
 SS0462_MARKER: DD = SURVEY DISK
 SS0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0462_STAMPING: 10 JRP 4218 1960
 SS0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0462+STABILITY: SURFACE MOTION
 SS0462
 SS0462  HISTORY     - Date     Condition        Report By
 SS0462  HISTORY     - 1960     MONUMENTED       USGS
 SS0462  HISTORY     - 1961     GOOD             NGS
 SS0462
 SS0462                          STATION DESCRIPTION
 SS0462
 SS0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0462'2.8 MI S FROM RAYNESFORD.
 SS0462'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0462'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0462'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 2.0 MILES SOUTH ALONG STATE
 SS0462'SECONDARY ROAD 427, IN SECTION 8, T 17 N, R 8 E, 93 FEET EAST OF THE
 SS0462'CENTER LINE OF THE ROAD, 66 FEET WEST OF A TELEPHONE POLE, 23 FEET
 SS0462'SOUTH THE CENTER OF A WIRE GATE, 2 1/2 FEET WEST OF A FENCE, 0.7 FOOT
 SS0462'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SS0462'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0637 ***********************************************************************
 RU0637  DESIGNATION -  10 JRP
 RU0637  PID         -  RU0637
 RU0637  STATE/COUNTY-  MT/ROSEBUD
 RU0637  USGS QUAD   -  MILLER CREEK SW (1969)
 RU0637
 RU0637                         *CURRENT SURVEY CONTROL
 RU0637  ___________________________________________________________________
 RU0637* NAD 83(1986)-  46 05 40.     (N)    106 15 01.     (W)     SCALED    
 RU0637* NAVD 88     -       892.529  (meters)    2928.24   (feet)  ADJUSTED  
 RU0637  ___________________________________________________________________
 RU0637  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 RU0637  DYNAMIC HT  -         892.400 (meters)    2927.82  (feet)  COMP
 RU0637  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 RU0637
 RU0637  VERT ORDER  -  THIRD
 RU0637
 RU0637.The horizontal coordinates were scaled from a topographic map and have
 RU0637.an estimated accuracy of +/- 6 seconds.
 RU0637
 RU0637.The orthometric height was determined by differential leveling
 RU0637.and adjusted by the National Geodetic Survey in June 1991..
 RU0637
 RU0637.The geoid height was determined by GEOID03.
 RU0637
 RU0637.The dynamic height is computed by dividing the NAVD 88
 RU0637.geopotential number by the normal gravity value computed on the
 RU0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0637.degrees latitude (g = 980.6199 gals.).
 RU0637
 RU0637.The modeled gravity was interpolated from observed gravity values.
 RU0637
 RU0637;                    North         East    Units  Estimated Accuracy
 RU0637;SPC MT       -   210,180.      851,110.      MT  (+/- 180 meters Scaled)
 RU0637
 RU0637                          SUPERSEDED SURVEY CONTROL
 RU0637
 RU0637.No superseded survey control is available for this station.
 RU0637
 RU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM033053(NAD 83)
 RU0637_MARKER: DB = BENCH MARK DISK
 RU0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0637_SP_SET: COPPER-CLAD STEEL ROD
 RU0637_STAMPING: 10 JRP 1969
 RU0637_MARK LOGO: USGS  
 RU0637_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0637+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0637
 RU0637  HISTORY     - Date     Condition        Report By
 RU0637  HISTORY     - 1969     MONUMENTED       USGS
 RU0637
 RU0637                          STATION DESCRIPTION
 RU0637
 RU0637'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0637'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0637'AND 12, THENCE 15.2 MILES SOUTHEAST ALONG SWEENEY CREEK ROAD, THENCE
 RU0637'ABOUT 3.6 MILES SOUTHEAST OF BAR SEVENTY-ONE RANCH, IN THE NORTHWEST
 RU0637'CORNER OF SECTION 22/TOWNSHIP 4 NORTH/RANGE 44 EAST, 30 FEET SOUTH
 RU0637'AND 60 FEET EAST OF AND 3 FEET LOWER THAN THE CENTER OF A T-ROAD, 25
 RU0637'FEET EAST OF THE CENTER OF A FIELD ROAD AT A WIRE GATE, 1 FOOT NORTH
 RU0637'OF A RIGHT-OF-WAY FENCE, 2 FEET WEST OF AN IRON WITNESS POST.  A
 RU0637'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0686 ***********************************************************************
 QW0686  DESIGNATION -  10 JRP
 QW0686  PID         -  QW0686
 QW0686  STATE/COUNTY-  MT/BIG HORN
 QW0686  USGS QUAD   -  PRYOR (1980)
 QW0686
 QW0686                         *CURRENT SURVEY CONTROL
 QW0686  ___________________________________________________________________
 QW0686* NAD 83(1986)-  45 25 40.     (N)    108 32 00.     (W)     SCALED    
 QW0686* NAVD 88     -      1240.038  (meters)    4068.36   (feet)  POSTED    
 QW0686  ___________________________________________________________________
 QW0686  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QW0686  DYNAMIC HT  -        1239.640 (meters)    4067.05  (feet)  COMP
 QW0686  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 QW0686
 QW0686  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0686
 QW0686.The horizontal coordinates were scaled from a topographic map and have
 QW0686.an estimated accuracy of +/- 6 seconds.
 QW0686
 QW0686.The orthometric height was determined by differential leveling
 QW0686.and adjusted by the National Geodetic Survey in 1992..
 QW0686.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0686.rate of 0.0 thru 1.0 mm/km.
 QW0686
 QW0686.The geoid height was determined by GEOID03.
 QW0686
 QW0686.The dynamic height is computed by dividing the NAVD 88
 QW0686.geopotential number by the normal gravity value computed on the
 QW0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0686.degrees latitude (g = 980.6199 gals.).
 QW0686
 QW0686.The modeled gravity was interpolated from observed gravity values.
 QW0686
 QW0686;                    North         East    Units  Estimated Accuracy
 QW0686;SPC MT       -   131,370.      675,630.      MT  (+/- 180 meters Scaled)
 QW0686
 QW0686                          SUPERSEDED SURVEY CONTROL
 QW0686
 QW0686.No superseded survey control is available for this station.
 QW0686
 QW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR929334(NAD 83)
 QW0686_MARKER: DB = BENCH MARK DISK
 QW0686_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0686_SP_SET: PREFAB CONC. POST IN EARTH
 QW0686_STAMPING: 10 JRP 1967
 QW0686_MARK LOGO: USGS  
 QW0686_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0686+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0686
 QW0686  HISTORY     - Date     Condition        Report By
 QW0686  HISTORY     - 1967     MONUMENTED       USGS
 QW0686
 QW0686                          STATION DESCRIPTION
 QW0686
 QW0686'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0686'FROM PRYOR, MONTANA, PROCEED 0.1 MILES SOUTH OF POST OFFICE, 48 FEET
 QW0686'SOUTH AND 50 FEET EAST OF A ROAD JUNCTION, 2 FEET NORTHWEST OF A
 QW0686'FENCE CORNER, 6 INCHES LOWER THAN THE ROAD, PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0348 ***********************************************************************
 QU0348  DESIGNATION -  10 RCN
 QU0348  PID         -  QU0348
 QU0348  STATE/COUNTY-  MT/CARTER
 QU0348  USGS QUAD   -  CHALK BUTTES (1993)
 QU0348
 QU0348                         *CURRENT SURVEY CONTROL
 QU0348  ___________________________________________________________________
 QU0348* NAD 83(1986)-  45 41 40.     (N)    104 43 22.     (W)     SCALED    
 QU0348* NAVD 88     -      1125.856  (meters)    3693.75   (feet)  ADJUSTED  
 QU0348  ___________________________________________________________________
 QU0348  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 QU0348  DYNAMIC HT  -        1125.606 (meters)    3692.93  (feet)  COMP
 QU0348  MODELED GRAV-     980,354.7   (mgal)                       NAVD 88
 QU0348
 QU0348  VERT ORDER  -  THIRD
 QU0348
 QU0348.The horizontal coordinates were scaled from a topographic map and have
 QU0348.an estimated accuracy of +/- 6 seconds.
 QU0348
 QU0348.The orthometric height was determined by differential leveling
 QU0348.and adjusted by the National Geodetic Survey in June 1991..
 QU0348
 QU0348.The geoid height was determined by GEOID03.
 QU0348
 QU0348.The dynamic height is computed by dividing the NAVD 88
 QU0348.geopotential number by the normal gravity value computed on the
 QU0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0348.degrees latitude (g = 980.6199 gals.).
 QU0348
 QU0348.The modeled gravity was interpolated from observed gravity values.
 QU0348
 QU0348;                    North         East    Units  Estimated Accuracy
 QU0348;SPC MT       -   171,870.      971,730.      MT  (+/- 180 meters Scaled)
 QU0348
 QU0348                          SUPERSEDED SURVEY CONTROL
 QU0348
 QU0348.No superseded survey control is available for this station.
 QU0348
 QU0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL215601(NAD 83)
 QU0348_MARKER: DB = BENCH MARK DISK
 QU0348_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0348_SP_SET: COPPER-CLAD STEEL ROD
 QU0348_STAMPING: 10 RCN 1973 3192
 QU0348_MARK LOGO: USGS  
 QU0348_PROJECTION: FLUSH
 QU0348_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0348+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0348_ROD/PIPE-DEPTH: 18   meters
 QU0348
 QU0348  HISTORY     - Date     Condition        Report By
 QU0348  HISTORY     - 1973     MONUMENTED       USGS
 QU0348
 QU0348                          STATION DESCRIPTION
 QU0348
 QU0348'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0348'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 20.3 MILES SOUTH ALONG
 QU0348'CHALK BUTTES ROAD, 76 FEET WEST OF THE ROAD, 1.5 FEET SOUTH OF THE
 QU0348'FENCE LINE, 1.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0514 ***********************************************************************
 RU0514  DESIGNATION -  10 RDS
 RU0514  PID         -  RU0514
 RU0514  STATE/COUNTY-  MT/ROSEBUD
 RU0514  USGS QUAD   -  GREBE RANCH (1980)
 RU0514
 RU0514                         *CURRENT SURVEY CONTROL
 RU0514  ___________________________________________________________________
 RU0514* NAD 83(1986)-  46 44 45.     (N)    107 42 50.     (W)     SCALED    
 RU0514* NAVD 88     -       954.736  (meters)    3132.33   (feet)  ADJUSTED  
 RU0514  ___________________________________________________________________
 RU0514  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 RU0514  DYNAMIC HT  -         954.664 (meters)    3132.09  (feet)  COMP
 RU0514  MODELED GRAV-     980,506.3   (mgal)                       NAVD 88
 RU0514
 RU0514  VERT ORDER  -  SECOND    CLASS 0
 RU0514
 RU0514.The horizontal coordinates were scaled from a topographic map and have
 RU0514.an estimated accuracy of +/- 6 seconds.
 RU0514
 RU0514.The orthometric height was determined by differential leveling
 RU0514.and adjusted by the National Geodetic Survey in June 1991..
 RU0514
 RU0514.The geoid height was determined by GEOID03.
 RU0514
 RU0514.The dynamic height is computed by dividing the NAVD 88
 RU0514.geopotential number by the normal gravity value computed on the
 RU0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0514.degrees latitude (g = 980.6199 gals.).
 RU0514
 RU0514.The modeled gravity was interpolated from observed gravity values.
 RU0514
 RU0514;                    North         East    Units  Estimated Accuracy
 RU0514;SPC MT       -   278,890.      736,390.      MT  (+/- 180 meters Scaled)
 RU0514
 RU0514                          SUPERSEDED SURVEY CONTROL
 RU0514
 RU0514  NGVD 29 (??/??/92)  954.054  (m)         3130.09   (f) ADJ UNCH    2 0
 RU0514
 RU0514.Superseded values are not recommended for survey control.
 RU0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0514.See file dsdata.txt to determine how the superseded data were derived.
 RU0514
 RU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM927804(NAD 83)
 RU0514_MARKER: DB = BENCH MARK DISK
 RU0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0514_SP_SET: CONCRETE POST
 RU0514_STAMPING: 10 RDS 1962
 RU0514_MARK LOGO: USGS  
 RU0514_PROJECTION: FLUSH
 RU0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0514+STABILITY: SURFACE MOTION
 RU0514
 RU0514  HISTORY     - Date     Condition        Report By
 RU0514  HISTORY     - 1962     MONUMENTED       USGS
 RU0514
 RU0514                          STATION DESCRIPTION
 RU0514
 RU0514'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0514'23.5 KM (14.60 MI) NNE FROM MELSTONE.
 RU0514'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0514'THENCE 10.2 MILES NORTH ALONG A GRADED ROAD, 0.8 MILES NORTH OF THE
 RU0514'KINCHELOE RANCH HEADQUARTERS, IN SECTION 5, T. 11 N., R. 32 E., AT
 RU0514'THE SUMMIT OF A RIDGE, 30 FEET WEST OF THE CENTER OF ROAD.
 RU0514'THE MARK IS 1.9 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0534 ***********************************************************************
 TK0534  DESIGNATION -  10 REB
 TK0534  PID         -  TK0534
 TK0534  STATE/COUNTY-  MT/BLAINE
 TK0534  USGS QUAD   -  HARLEM (1964)
 TK0534
 TK0534                         *CURRENT SURVEY CONTROL
 TK0534  ___________________________________________________________________
 TK0534* NAD 83(1986)-  48 33 57.     (N)    108 46 02.     (W)     SCALED    
 TK0534* NAVD 88     -       795.059  (meters)    2608.46   (feet)  POSTED    
 TK0534  ___________________________________________________________________
 TK0534  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TK0534  DYNAMIC HT  -         795.160 (meters)    2608.79  (feet)  COMP
 TK0534  MODELED GRAV-     980,706.3   (mgal)                       NAVD 88
 TK0534
 TK0534  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0534
 TK0534.The horizontal coordinates were scaled from a topographic map and have
 TK0534.an estimated accuracy of +/- 6 seconds.
 TK0534
 TK0534.The orthometric height was determined by differential leveling
 TK0534.and adjusted by the National Geodetic Survey in 1992..
 TK0534.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0534.rate of 0.0 thru 1.0 mm/km.
 TK0534
 TK0534.The geoid height was determined by GEOID03.
 TK0534
 TK0534.The dynamic height is computed by dividing the NAVD 88
 TK0534.geopotential number by the normal gravity value computed on the
 TK0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0534.degrees latitude (g = 980.6199 gals.).
 TK0534
 TK0534.The modeled gravity was interpolated from observed gravity values.
 TK0534
 TK0534;                    North         East    Units  Estimated Accuracy
 TK0534;SPC MT       -   479,850.      654,070.      MT  (+/- 180 meters Scaled)
 TK0534
 TK0534                          SUPERSEDED SURVEY CONTROL
 TK0534
 TK0534.No superseded survey control is available for this station.
 TK0534
 TK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU647816(NAD 83)
 TK0534_MARKER: DB = BENCH MARK DISK
 TK0534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0534_SP_SET: COPPER-CLAD STEEL ROD
 TK0534_STAMPING: 10 REB 1979
 TK0534_MARK LOGO: USGS  
 TK0534_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0534_ROD/PIPE-DEPTH: 6.10 meters
 TK0534
 TK0534  HISTORY     - Date     Condition        Report By
 TK0534  HISTORY     - 1979     MONUMENTED       USGS
 TK0534
 TK0534                          STATION DESCRIPTION
 TK0534
 TK0534'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0534'4.0 KM (2.50 MI) NORTH FROM HARLEM.
 TK0534'2.5 MILES NORTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN HARLEM
 TK0534'ALONG HIGHWAY 241, 0.2 MILES SOUTHEAST OF THE NORTH 1/4 CORNER OF
 TK0534'SECTION 5, T32N, R23E, 19 FEET SOUTH OF THE ENTRANCE TO THE AIRPORT,
 TK0534'115 FEET WEST OF HIGHWAY 241, 44 FEET SOUTH OF A POWER POLE WITH A
 TK0534'STREETLIGHT AND TRANSFORMER, AND 1.6 FEET EAST OF A FENCE.
 TK0534'THE MARK IS 2.4 FT  N FROM  A WITNESS POST
 TK0534'THE MARK IS 4.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0982 ***********************************************************************
 TN0982  DESIGNATION -  10 RHM
 TN0982  PID         -  TN0982
 TN0982  STATE/COUNTY-  MT/LINCOLN
 TN0982  USGS QUAD   -  GOLD HILL (1963)
 TN0982
 TN0982                         *CURRENT SURVEY CONTROL
 TN0982  ___________________________________________________________________
 TN0982* NAD 83(1986)-  48 36 17.     (N)    115 37 01.     (W)     SCALED    
 TN0982* NAVD 88     -       951.538  (meters)    3121.84   (feet)  ADJUSTED  
 TN0982  ___________________________________________________________________
 TN0982  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TN0982  DYNAMIC HT  -         951.575 (meters)    3121.96  (feet)  COMP
 TN0982  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 TN0982
 TN0982  VERT ORDER  -  THIRD
 TN0982
 TN0982.The horizontal coordinates were scaled from a topographic map and have
 TN0982.an estimated accuracy of +/- 6 seconds.
 TN0982
 TN0982.The orthometric height was determined by differential leveling
 TN0982.and adjusted by the National Geodetic Survey in June 1991..
 TN0982
 TN0982.The geoid height was determined by GEOID03.
 TN0982
 TN0982.The dynamic height is computed by dividing the NAVD 88
 TN0982.geopotential number by the normal gravity value computed on the
 TN0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0982.degrees latitude (g = 980.6199 gals.).
 TN0982
 TN0982.The modeled gravity was interpolated from observed gravity values.
 TN0982
 TN0982;                    North         East    Units  Estimated Accuracy
 TN0982;SPC MT       -   501,520.      149,440.      MT  (+/- 180 meters Scaled)
 TN0982
 TN0982                          SUPERSEDED SURVEY CONTROL
 TN0982
 TN0982.No superseded survey control is available for this station.
 TN0982
 TN0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP019844(NAD 83)
 TN0982_MARKER: DB = BENCH MARK DISK
 TN0982_SETTING: 66 = SET IN ROCK OUTCROP
 TN0982_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0982_STAMPING: 10 RHM 1963
 TN0982_MARK LOGO: USGS  
 TN0982_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0982+STABILITY: POSITION/ELEVATION WELL
 TN0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0982+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0982
 TN0982  HISTORY     - Date     Condition        Report By
 TN0982  HISTORY     - 1963     MONUMENTED       USGS
 TN0982
 TN0982                          STATION DESCRIPTION
 TN0982
 TN0982'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0982'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0982'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 18.6
 TN0982'MILES NORTH ALONG ROAD 68 TO A T-ROAD TO PIPE CREEK CAMP, IN THE
 TN0982'SOUTHWEST 1/4 CORNER OF SECTION 21/TOWNSHIP 33 NORTH/RANGE 31 WEST,
 TN0982'48 FEET WEST AND 1 FOOT HIGHER THAN THE ROAD, IN AN EMBEDDED ROCK
 TN0982'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1078 ***********************************************************************
 SU1078  DESIGNATION -  10 RHM
 SU1078  PID         -  SU1078
 SU1078  STATE/COUNTY-  MT/FLATHEAD
 SU1078  USGS QUAD   -  RICHARDS PEAK (1966)
 SU1078
 SU1078                         *CURRENT SURVEY CONTROL
 SU1078  ___________________________________________________________________
 SU1078* NAD 83(1986)-  47 48 34.     (N)    115 01 14.     (W)     SCALED    
 SU1078* NAVD 88     -       947.682  (meters)    3109.19   (feet)  ADJUSTED  
 SU1078  ___________________________________________________________________
 SU1078  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SU1078  DYNAMIC HT  -         947.645 (meters)    3109.07  (feet)  COMP
 SU1078  MODELED GRAV-     980,540.6   (mgal)                       NAVD 88
 SU1078
 SU1078  VERT ORDER  -  THIRD
 SU1078
 SU1078.The horizontal coordinates were scaled from a topographic map and have
 SU1078.an estimated accuracy of +/- 6 seconds.
 SU1078
 SU1078.The orthometric height was determined by differential leveling
 SU1078.and adjusted by the National Geodetic Survey in June 1991..
 SU1078
 SU1078.The geoid height was determined by GEOID03.
 SU1078
 SU1078.The dynamic height is computed by dividing the NAVD 88
 SU1078.geopotential number by the normal gravity value computed on the
 SU1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1078.degrees latitude (g = 980.6199 gals.).
 SU1078
 SU1078.The modeled gravity was interpolated from observed gravity values.
 SU1078
 SU1078;                    North         East    Units  Estimated Accuracy
 SU1078;SPC MT       -   410,080.      187,070.      MT  (+/- 180 meters Scaled)
 SU1078
 SU1078                          SUPERSEDED SURVEY CONTROL
 SU1078
 SU1078.No superseded survey control is available for this station.
 SU1078
 SU1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN481970(NAD 83)
 SU1078_MARKER: DB = BENCH MARK DISK
 SU1078_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1078_SP_SET: PREFAB CONC. POST IN EARTH
 SU1078_STAMPING: 10 RHM 1964
 SU1078_MARK LOGO: USGS  
 SU1078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1078+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1078
 SU1078  HISTORY     - Date     Condition        Report By
 SU1078  HISTORY     - 1964     MONUMENTED       USGS
 SU1078
 SU1078                          STATION DESCRIPTION
 SU1078
 SU1078'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1078'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1078'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 20.0 MILES
 SU1078'SOUTH ALONG THOMPSON RIVER ROAD TO A DIM T-ROAD WEST, 7.7 MILES SOUTH
 SU1078'OF BEND GUARD STATION, 6 FEET NORTH OF T-ROAD AND 42 FEET EAST OF
 SU1078'MAIN ROAD, PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0418 ***********************************************************************
 QV0418  DESIGNATION -  10 TJO
 QV0418  PID         -  QV0418
 QV0418  STATE/COUNTY-  MT/BIG HORN
 QV0418  USGS QUAD   -  CHALKY POINT (1958)
 QV0418
 QV0418                         *CURRENT SURVEY CONTROL
 QV0418  ___________________________________________________________________
 QV0418* NAD 83(1992)-  45 41 00.91739(N)    106 54 23.74820(W)     ADJUSTED  
 QV0418* NAVD 88     -      1205.95   (+/-2cm)    3956.5    (feet)  VERTCON   
 QV0418  ___________________________________________________________________
 QV0418  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 QV0418  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 QV0418
 QV0418  HORZ ORDER  -  THIRD
 QV0418  VERT ORDER  -  THIRD ? (See Below)
 QV0418
 QV0418.The horizontal coordinates were established by classical geodetic methods
 QV0418.and adjusted by the National Geodetic Survey in July 1992..
 QV0418
 QV0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0418.The vertical order pertains to the NGVD 29 superseded value.
 QV0418
 QV0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0418
 QV0418.The geoid height was determined by GEOID03.
 QV0418
 QV0418;                    North         East     Units Scale Factor Converg.
 QV0418;SPC MT       -   162,666.761   801,929.705   MT  0.99965852   +1 53 49.5
 QV0418;SPC MT       -   533,683.60  2,631,002.97   iFT  0.99965852   +1 53 49.5
 QV0418;UTM  13      - 5,060,660.741   351,529.171   MT  0.99987101   -1 21 51.9
 QV0418
 QV0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0418!SPC MT       -   0.99981328  x   0.99965852  =   0.99947186
 QV0418!UTM  13      -   0.99981328  x   0.99987101  =   0.99968431
 QV0418
 QV0418                          SUPERSEDED SURVEY CONTROL
 QV0418
 QV0418  NAD 83(1986)-  45 41 00.90370(N)    106 54 23.73450(W) AD(       ) 3
 QV0418  NGVD 29 (02/04/91) 1205.20   (m)         3954.1    (f) LEVELING    3  
 QV0418
 QV0418.Superseded values are not recommended for survey control.
 QV0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0418.See file dsdata.txt to determine how the superseded data were derived.
 QV0418
 QV0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL5152960661(NAD 83)
 QV0418_MARKER: DS = TRIANGULATION STATION DISK
 QV0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0418+STABILITY: SURFACE MOTION
 QV0418
 QV0418  HISTORY     - Date     Condition        Report By
 QV0418  HISTORY     - 1957     MONUMENTED       USGS
 QV0418
 QV0418                          STATION DESCRIPTION
 QV0418
 QV0418'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0418'LAME DEER, 9.0 MI. W. OF ALONG STATE HIGHWAY 8, THENCE 2.4 MI.
 QV0418'GENERALLY N. ALONG RD. UP INDIAN COULEE TO RD. Y, THENCE 3.9 MI.
 QV0418'LEFT AND GENERALLY NW. ALONG RD. TO RD. Y, GO 0.6 MI. RIGHT AND
 QV0418'GENERALLY N. ALONG RD. TO WHERE OLD TRAIL FORKS TO THE RIGHT ACROSS
 QV0418'THE CREEK, GO 1.7 MI. GENERALLY N. ALONG OLD TRAIL TO SUMMIT OF HIGH
 QV0418'FLAT RIDGE AND BOUNDARY FENCE FOR THE NORTHERN CHEYENNE INDIAN
 QV0418'RESERVATION, 122 FT. S. OF BOUNDARY FENCE, AND 3.0 FT. HIGHER THAN
 QV0418'FENCE CORNER.
 QV0418'
 QV0418'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST FLUSH WITH
 QV0418'GROUND, STAMPED---10 TJO 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0699 ***********************************************************************
 TL0699  DESIGNATION -  10 WCA
 TL0699  PID         -  TL0699
 TL0699  STATE/COUNTY-  MT/LIBERTY
 TL0699  USGS QUAD   -  BOBCAT COULEE SE (1963)
 TL0699
 TL0699                         *CURRENT SURVEY CONTROL
 TL0699  ___________________________________________________________________
 TL0699* NAD 83(1986)-  48 48 45.     (N)    110 46 21.     (W)     SCALED    
 TL0699* NAVD 88     -      1002.100  (meters)    3287.72   (feet)  ADJUSTED  
 TL0699  ___________________________________________________________________
 TL0699  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TL0699  DYNAMIC HT  -        1002.204 (meters)    3288.06  (feet)  COMP
 TL0699  MODELED GRAV-     980,679.1   (mgal)                       NAVD 88
 TL0699
 TL0699  VERT ORDER  -  THIRD
 TL0699
 TL0699.The horizontal coordinates were scaled from a topographic map and have
 TL0699.an estimated accuracy of +/- 6 seconds.
 TL0699
 TL0699.The orthometric height was determined by differential leveling
 TL0699.and adjusted by the National Geodetic Survey in June 1991..
 TL0699
 TL0699.The geoid height was determined by GEOID03.
 TL0699
 TL0699.The dynamic height is computed by dividing the NAVD 88
 TL0699.geopotential number by the normal gravity value computed on the
 TL0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0699.degrees latitude (g = 980.6199 gals.).
 TL0699
 TL0699.The modeled gravity was interpolated from observed gravity values.
 TL0699
 TL0699;                    North         East    Units  Estimated Accuracy
 TL0699;SPC MT       -   507,780.      506,550.      MT  (+/- 180 meters Scaled)
 TL0699
 TL0699                          SUPERSEDED SURVEY CONTROL
 TL0699
 TL0699.No superseded survey control is available for this station.
 TL0699
 TL0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV167066(NAD 83)
 TL0699_MARKER: DB = BENCH MARK DISK
 TL0699_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0699_SP_SET: PREFAB CONC. POST IN EARTH
 TL0699_STAMPING: 10 WCA 1963 3285
 TL0699_MARK LOGO: USGS  
 TL0699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0699+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0699
 TL0699  HISTORY     - Date     Condition        Report By
 TL0699  HISTORY     - 1963     MONUMENTED       USGS
 TL0699
 TL0699                          STATION DESCRIPTION
 TL0699
 TL0699'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0699'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 17.6 MILES NORTH
 TL0699'ALONG JOPLIN ROAD, IN THE NORTHWEST CORNER OF SECTION 12/TOWNSHIP 35
 TL0699'NORTH/RANGE 7 EAST, 62 FEET SOUTH OF AN EAST-WEST FIELD ROAD AND 108
 TL0699'FEET EAST OF A NORTH-SOUTH ROAD, 4.0 FEET SOUTH AND 5.7 FEET WEST OF
 TL0699'A NORTHWEST CORNER OF A FENCE AROUND TRANSFORMER, 1.5 FEET LOWER THAN
 TL0699'CROSSROADS, PROJECTING 0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0726 ***********************************************************************
 SU0726  DESIGNATION -  10 WR
 SU0726  PID         -  SU0726
 SU0726  STATE/COUNTY-  MT/LAKE
 SU0726  USGS QUAD   -  CHARLO (1965)
 SU0726
 SU0726                         *CURRENT SURVEY CONTROL
 SU0726  ___________________________________________________________________
 SU0726* NAD 83(1986)-  47 26 32.     (N)    114 10 09.     (W)     SCALED    
 SU0726* NAVD 88     -       895.861  (meters)    2939.17   (feet)  ADJUSTED  
 SU0726  ___________________________________________________________________
 SU0726  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SU0726  DYNAMIC HT  -         895.800 (meters)    2938.97  (feet)  COMP
 SU0726  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 SU0726
 SU0726  VERT ORDER  -  FIRST     CLASS II
 SU0726
 SU0726.The horizontal coordinates were scaled from a topographic map and have
 SU0726.an estimated accuracy of +/- 6 seconds.
 SU0726
 SU0726.The orthometric height was determined by differential leveling
 SU0726.and adjusted by the National Geodetic Survey in June 1991..
 SU0726
 SU0726.The geoid height was determined by GEOID03.
 SU0726
 SU0726.The dynamic height is computed by dividing the NAVD 88
 SU0726.geopotential number by the normal gravity value computed on the
 SU0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0726.degrees latitude (g = 980.6199 gals.).
 SU0726
 SU0726.The modeled gravity was interpolated from observed gravity values.
 SU0726
 SU0726;                    North         East    Units  Estimated Accuracy
 SU0726;SPC MT       -   365,200.      248,240.      MT  (+/- 180 meters Scaled)
 SU0726
 SU0726                          SUPERSEDED SURVEY CONTROL
 SU0726
 SU0726.No superseded survey control is available for this station.
 SU0726
 SU0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN134581(NAD 83)
 SU0726_MARKER: DB = BENCH MARK DISK
 SU0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0726_SP_SET: CONCRETE POST
 SU0726_STAMPING: 10 WR 1960
 SU0726_PROJECTION: PROJECTING 15 CENTIMETERS
 SU0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0726+STABILITY: SURFACE MOTION
 SU0726
 SU0726  HISTORY     - Date     Condition        Report By
 SU0726  HISTORY     - 1960     MONUMENTED       USGS
 SU0726  HISTORY     - 1979     GOOD             NGS
 SU0726
 SU0726                          STATION DESCRIPTION
 SU0726
 SU0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0726'0.4 MI NE FROM CHARLO.
 SU0726'0.45 MILES NORTHEAST ALONG STATE ROUTE 212 FROM THE POST OFFICE IN
 SU0726'CHARLO.  SET ON THE SOUTHWEST CORNER OF THE JUNCTION OF THE STATE
 SU0726'ROUTE AND THE RAILROAD, 210 FEET WEST OF THE WEST RAIL, 190 FEET
 SU0726'SOUTH OF THE CENTERLINE OF THE STATE ROUTE, 46 FEET WEST OF THE
 SU0726'CENTERLINE OF A GRAVELLED ROAD, 16 FEET NORTH OF A TELEGRAPH POLE,
 SU0726'2.5 FEET EAST OF A FENCE LINE.
 SU0726'THE MARK IS 2 FT  S FROM A WITNESS POST.
 SU0726'THE MARK IS ABOVE LEVEL WITH THE STATE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0682 ***********************************************************************
 TJ0682  DESIGNATION -  10 WR
 TJ0682  PID         -  TJ0682
 TJ0682  STATE/COUNTY-  MT/PHILLIPS
 TJ0682  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0682
 TJ0682                         *CURRENT SURVEY CONTROL
 TJ0682  ___________________________________________________________________
 TJ0682* NAD 83(1986)-  48 38 03.     (N)    107 43 52.     (W)     SCALED    
 TJ0682* NAVD 88     -       803.034  (meters)    2634.62   (feet)  POSTED    
 TJ0682  ___________________________________________________________________
 TJ0682  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0682  DYNAMIC HT  -         803.130 (meters)    2634.94  (feet)  COMP
 TJ0682  MODELED GRAV-     980,705.9   (mgal)                       NAVD 88
 TJ0682
 TJ0682  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0682
 TJ0682.The horizontal coordinates were scaled from a topographic map and have
 TJ0682.an estimated accuracy of +/- 6 seconds.
 TJ0682
 TJ0682.The orthometric height was determined by differential leveling
 TJ0682.and adjusted by the National Geodetic Survey in 1992..
 TJ0682.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0682.rate of 0.0 thru 1.0 mm/km.
 TJ0682
 TJ0682.The geoid height was determined by GEOID03.
 TJ0682
 TJ0682.The dynamic height is computed by dividing the NAVD 88
 TJ0682.geopotential number by the normal gravity value computed on the
 TJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0682.degrees latitude (g = 980.6199 gals.).
 TJ0682
 TJ0682.The modeled gravity was interpolated from observed gravity values.
 TJ0682
 TJ0682;                    North         East    Units  Estimated Accuracy
 TJ0682;SPC MT       -   488,660.      730,340.      MT  (+/- 180 meters Scaled)
 TJ0682
 TJ0682                          SUPERSEDED SURVEY CONTROL
 TJ0682
 TJ0682.No superseded survey control is available for this station.
 TJ0682
 TJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP987903(NAD 83)
 TJ0682_MARKER: DB = BENCH MARK DISK
 TJ0682_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0682_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0682_STAMPING: 10 WR 2632 1968
 TJ0682_MARK LOGO: USGS  
 TJ0682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0682+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0682
 TJ0682  HISTORY     - Date     Condition        Report By
 TJ0682  HISTORY     - 1968     MONUMENTED       USGS
 TJ0682
 TJ0682                          STATION DESCRIPTION
 TJ0682
 TJ0682'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0682'FROM MALTA, MONTANA, PROCEED 22.5 MILES NORTHEAST ALONG STATE HIGHWAY
 TJ0682'242 FROM THE JUNCTION OF U.S. HIGHWAY 2, 50 FEET NORTH AND 120 FEET
 TJ0682'WEST AND 4.0 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY AT
 TJ0682'JUNCTION OF A RANCH ROAD EAST, 17 FEET WEST OF A RIGHT-OF-WAY FENCE,
 TJ0682'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0240 ***********************************************************************
 TH0240  DESIGNATION -  102/2
 TH0240  PID         -  TH0240
 TH0240  STATE/COUNTY-  MT/ROOSEVELT
 TH0240  USGS QUAD   -  CHELSEA (1972)
 TH0240
 TH0240                         *CURRENT SURVEY CONTROL
 TH0240  ___________________________________________________________________
 TH0240* NAD 83(1986)-  48 07 53.     (N)    105 18 56.     (W)     SCALED    
 TH0240* NAVD 88     -       600.518  (meters)    1970.20   (feet)  ADJUSTED  
 TH0240  ___________________________________________________________________
 TH0240  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 TH0240  DYNAMIC HT  -         600.593 (meters)    1970.45  (feet)  COMP
 TH0240  MODELED GRAV-     980,717.2   (mgal)                       NAVD 88
 TH0240
 TH0240  VERT ORDER  -  FIRST     CLASS II
 TH0240
 TH0240.The horizontal coordinates were scaled from a topographic map and have
 TH0240.an estimated accuracy of +/- 6 seconds.
 TH0240
 TH0240.The orthometric height was determined by differential leveling
 TH0240.and adjusted by the National Geodetic Survey in June 1991..
 TH0240
 TH0240.The geoid height was determined by GEOID03.
 TH0240
 TH0240.The dynamic height is computed by dividing the NAVD 88
 TH0240.geopotential number by the normal gravity value computed on the
 TH0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0240.degrees latitude (g = 980.6199 gals.).
 TH0240
 TH0240.The modeled gravity was interpolated from observed gravity values.
 TH0240
 TH0240;                    North         East    Units  Estimated Accuracy
 TH0240;SPC MT       -   439,610.      911,190.      MT  (+/- 180 meters Scaled)
 TH0240
 TH0240                          SUPERSEDED SURVEY CONTROL
 TH0240
 TH0240  NGVD 29 (??/??/92)  599.929  (m)         1968.27   (f) ADJ UNCH    1 2
 TH0240
 TH0240.Superseded values are not recommended for survey control.
 TH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0240.See file dsdata.txt to determine how the superseded data were derived.
 TH0240
 TH0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP765309(NAD 83)
 TH0240_MARKER: P = PIPE CAP
 TH0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0240_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0240
 TH0240  HISTORY     - Date     Condition        Report By
 TH0240  HISTORY     - UNK      MONUMENTED       MORC
 TH0240  HISTORY     - 1934     MARK NOT FOUND   NGS
 TH0240  HISTORY     - 1972     MARK NOT FOUND   USGS
 TH0240
 TH0240                          STATION DESCRIPTION
 TH0240
 TH0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0240'6.0 MI W FROM POPLAR.
 TH0240'6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM POPLAR, ROOSEVELT
 TH0240'COUNTY, 1/4 MILE NORTH OF MISSOURI RIVER, AND 790 FEET SOUTH OF THE
 TH0240'TRACK.  A MISSOURI RIVER COMMISSION STANDARD CAP, FASTENED ON THE TOP
 TH0240'OF AN IRON PIPE.  NOTE-- THE AREA WHERE THE MARK SHOULD BE IS UNDER
 TH0240'CULTIVATION.
 TH0240
 TH0240                          STATION RECOVERY (1972)
 TH0240
 TH0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TH0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0239 ***********************************************************************
 TH0239  DESIGNATION -  103/2
 TH0239  PID         -  TH0239
 TH0239  STATE/COUNTY-  MT/ROOSEVELT
 TH0239  USGS QUAD   -  NICKWALL (1972)
 TH0239
 TH0239                         *CURRENT SURVEY CONTROL
 TH0239  ___________________________________________________________________
 TH0239* NAD 83(1986)-  48 07 03.     (N)    105 15 11.     (W)     SCALED    
 TH0239* NAVD 88     -       598.858  (meters)    1964.75   (feet)  ADJUSTED  
 TH0239  ___________________________________________________________________
 TH0239  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TH0239  DYNAMIC HT  -         598.933 (meters)    1965.00  (feet)  COMP
 TH0239  MODELED GRAV-     980,717.3   (mgal)                       NAVD 88
 TH0239
 TH0239  VERT ORDER  -  FIRST     CLASS II
 TH0239
 TH0239.The horizontal coordinates were scaled from a topographic map and have
 TH0239.an estimated accuracy of +/- 6 seconds.
 TH0239
 TH0239.The orthometric height was determined by differential leveling
 TH0239.and adjusted by the National Geodetic Survey in June 1991..
 TH0239
 TH0239.The geoid height was determined by GEOID03.
 TH0239
 TH0239.The dynamic height is computed by dividing the NAVD 88
 TH0239.geopotential number by the normal gravity value computed on the
 TH0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0239.degrees latitude (g = 980.6199 gals.).
 TH0239
 TH0239.The modeled gravity was interpolated from observed gravity values.
 TH0239
 TH0239;                    North         East    Units  Estimated Accuracy
 TH0239;SPC MT       -   438,320.      915,920.      MT  (+/- 180 meters Scaled)
 TH0239
 TH0239                          SUPERSEDED SURVEY CONTROL
 TH0239
 TH0239  NGVD 29 (??/??/92)  598.270  (m)         1962.82   (f) ADJ UNCH    1 2
 TH0239
 TH0239.Superseded values are not recommended for survey control.
 TH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0239.See file dsdata.txt to determine how the superseded data were derived.
 TH0239
 TH0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP811293(NAD 83)
 TH0239_MARKER: P = PIPE CAP
 TH0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0239
 TH0239  HISTORY     - Date     Condition        Report By
 TH0239  HISTORY     - UNK      MONUMENTED       MORC
 TH0239  HISTORY     - 1934     MARK NOT FOUND   NGS
 TH0239
 TH0239                          STATION DESCRIPTION
 TH0239
 TH0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0239'3.0 MI W FROM POPLAR.
 TH0239'3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM POPLAR, ROOSEVELT
 TH0239'COUNTY, 2-1/4 MILES WEST OF A BRIDGE OVER POPLAR CREEK, 650 FEET FROM
 TH0239'THE EDGE OF THE TIMBER, AND 300 FEET SOUTH OF THE TRACK.  A MISSOURI
 TH0239'RIVER COMMISSION STANDARD CAP, FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0237 ***********************************************************************
 TH0237  DESIGNATION -  104/2
 TH0237  PID         -  TH0237
 TH0237  STATE/COUNTY-  MT/ROOSEVELT
 TH0237  USGS QUAD   -  POPLAR (1989)
 TH0237
 TH0237                         *CURRENT SURVEY CONTROL
 TH0237  ___________________________________________________________________
 TH0237* NAD 83(1986)-  48 06 35.     (N)    105 11 43.     (W)     SCALED    
 TH0237* NAVD 88     -       607.692  (meters)    1993.74   (feet)  POSTED    
 TH0237  ___________________________________________________________________
 TH0237  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 TH0237  DYNAMIC HT  -         607.770 (meters)    1993.99  (feet)  COMP
 TH0237  MODELED GRAV-     980,714.7   (mgal)                       NAVD 88
 TH0237
 TH0237  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TH0237
 TH0237.The horizontal coordinates were scaled from a topographic map and have
 TH0237.an estimated accuracy of +/- 6 seconds.
 TH0237
 TH0237.The orthometric height was determined by differential leveling
 TH0237.and adjusted by the National Geodetic Survey in 1992..
 TH0237.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TH0237.rate of 2.1 thru 3.0 mm/km.
 TH0237
 TH0237.The geoid height was determined by GEOID03.
 TH0237
 TH0237.The dynamic height is computed by dividing the NAVD 88
 TH0237.geopotential number by the normal gravity value computed on the
 TH0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0237.degrees latitude (g = 980.6199 gals.).
 TH0237
 TH0237.The modeled gravity was interpolated from observed gravity values.
 TH0237
 TH0237;                    North         East    Units  Estimated Accuracy
 TH0237;SPC MT       -   437,690.      920,260.      MT  (+/- 180 meters Scaled)
 TH0237
 TH0237                          SUPERSEDED SURVEY CONTROL
 TH0237
 TH0237  NGVD 29 (??/??/92)  607.104  (m)         1991.81   (f) ADJ UNCH    1 2
 TH0237
 TH0237.Superseded values are not recommended for survey control.
 TH0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0237.See file dsdata.txt to determine how the superseded data were derived.
 TH0237
 TH0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP854285(NAD 83)
 TH0237_MARKER: P = PIPE CAP
 TH0237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0237_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0237
 TH0237  HISTORY     - Date     Condition        Report By
 TH0237  HISTORY     - UNK      MONUMENTED       MORC
 TH0237  HISTORY     - 1934     GOOD             NGS
 TH0237
 TH0237                          STATION DESCRIPTION
 TH0237
 TH0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0237'IN POPLAR.
 TH0237'AT POPLAR, ROOSEVELT COUNTY, ON THE LEFT BANK OF MISSOURI RIVER, 750
 TH0237'FEET NORTH OF A POINT 150 FEET EAST OF THE GREAT NORTHERN RAILWAY
 TH0237'STATION, BETWEEN A RESTAURANT AND A THEATER, AND NEAR THE SOUTHEAST
 TH0237'CORNER OF THE RESTAURANT.  A MISSOURI RIVER COMMISSION STANDARD CAP,
 TH0237'FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0236 ***********************************************************************
 TH0236  DESIGNATION -  105/2
 TH0236  PID         -  TH0236
 TH0236  STATE/COUNTY-  MT/ROOSEVELT
 TH0236  USGS QUAD   -  POPLAR (1989)
 TH0236
 TH0236                         *CURRENT SURVEY CONTROL
 TH0236  ___________________________________________________________________
 TH0236* NAD 83(1986)-  48 06 22.     (N)    105 08 46.     (W)     SCALED    
 TH0236* NAVD 88     -       597.639  (meters)    1960.75   (feet)  POSTED    
 TH0236  ___________________________________________________________________
 TH0236  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 TH0236  DYNAMIC HT  -         597.710 (meters)    1960.99  (feet)  COMP
 TH0236  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 TH0236
 TH0236  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TH0236
 TH0236.The horizontal coordinates were scaled from a topographic map and have
 TH0236.an estimated accuracy of +/- 6 seconds.
 TH0236
 TH0236.The orthometric height was determined by differential leveling
 TH0236.and adjusted by the National Geodetic Survey in 1992..
 TH0236.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TH0236.rate of 2.1 thru 3.0 mm/km.
 TH0236
 TH0236.The geoid height was determined by GEOID03.
 TH0236
 TH0236.The dynamic height is computed by dividing the NAVD 88
 TH0236.geopotential number by the normal gravity value computed on the
 TH0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0236.degrees latitude (g = 980.6199 gals.).
 TH0236
 TH0236.The modeled gravity was interpolated from observed gravity values.
 TH0236
 TH0236;                    North         East    Units  Estimated Accuracy
 TH0236;SPC MT       -   437,500.      923,940.      MT  (+/- 180 meters Scaled)
 TH0236
 TH0236                          SUPERSEDED SURVEY CONTROL
 TH0236
 TH0236  NGVD 29 (??/??/92)  597.064  (m)         1958.87   (f) ADJ UNCH    1 2
 TH0236
 TH0236.Superseded values are not recommended for survey control.
 TH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0236.See file dsdata.txt to determine how the superseded data were derived.
 TH0236
 TH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP891281(NAD 83)
 TH0236_MARKER: P = PIPE CAP
 TH0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0236
 TH0236  HISTORY     - Date     Condition        Report By
 TH0236  HISTORY     - UNK      MONUMENTED       MORC
 TH0236  HISTORY     - 1934     MARK NOT FOUND   NGS
 TH0236
 TH0236                          STATION DESCRIPTION
 TH0236
 TH0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0236'3.25 MI E FROM POPLAR.
 TH0236'3-1/4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM POPLAR,
 TH0236'ROOSEVELT COUNTY, ON THE LEFT BANK OF MISSOURI RIVER, AND 400 FEET
 TH0236'SOUTH OF THE TRACK.  A MISSOURI RIVER COMMISSION STANDARD CAP,
 TH0236'FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0094 ***********************************************************************
 TH0094  DESIGNATION -  109/2
 TH0094  PID         -  TH0094
 TH0094  STATE/COUNTY-  MT/ROOSEVELT
 TH0094  USGS QUAD   -  BROCKTON (1989)
 TH0094
 TH0094                         *CURRENT SURVEY CONTROL
 TH0094  ___________________________________________________________________
 TH0094* NAD 83(1986)-  48 09 08.     (N)    104 53 51.     (W)     SCALED    
 TH0094* NAVD 88     -       597.518  (meters)    1960.36   (feet)  ADJUSTED  
 TH0094  ___________________________________________________________________
 TH0094  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 TH0094  DYNAMIC HT  -         597.586 (meters)    1960.58  (feet)  COMP
 TH0094  MODELED GRAV-     980,705.4   (mgal)                       NAVD 88
 TH0094
 TH0094  VERT ORDER  -  FIRST     CLASS II
 TH0094
 TH0094.The horizontal coordinates were scaled from a topographic map and have
 TH0094.an estimated accuracy of +/- 6 seconds.
 TH0094
 TH0094.The orthometric height was determined by differential leveling
 TH0094.and adjusted by the National Geodetic Survey in June 1991..
 TH0094
 TH0094.The geoid height was determined by GEOID03.
 TH0094
 TH0094.The dynamic height is computed by dividing the NAVD 88
 TH0094.geopotential number by the normal gravity value computed on the
 TH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0094.degrees latitude (g = 980.6199 gals.).
 TH0094
 TH0094.The modeled gravity was interpolated from observed gravity values.
 TH0094
 TH0094;                    North         East    Units  Estimated Accuracy
 TH0094;SPC MT       -   443,670.      942,120.      MT  (+/- 180 meters Scaled)
 TH0094
 TH0094                          SUPERSEDED SURVEY CONTROL
 TH0094
 TH0094  NGVD 29 (??/??/92)  596.968  (m)         1958.55   (f) ADJ UNCH    1 2
 TH0094
 TH0094.Superseded values are not recommended for survey control.
 TH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0094.See file dsdata.txt to determine how the superseded data were derived.
 TH0094
 TH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP076332(NAD 83)
 TH0094_MARKER: P = PIPE CAP
 TH0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0094
 TH0094  HISTORY     - Date     Condition        Report By
 TH0094  HISTORY     - UNK      MONUMENTED       MORC
 TH0094  HISTORY     - 1953     GOOD             LOCSUR
 TH0094
 TH0094                          STATION DESCRIPTION
 TH0094
 TH0094'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 TH0094'1 MI E FROM BROCKTON.
 TH0094'1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM BROCKTON, ROOSEVELT
 TH0094'COUNTY, AT A WATER TANK, MIDWAY BETWEEN A TRAIL LEADING NORTHEAST AND
 TH0094'A CABIN TO THE WEST, 440 FEET NORTH OF THE RAILROAD TRACK AND 270 FEET
 TH0094'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2.  A MISSOURI RIVER
 TH0094'COMMISSION STANDARD CAP, FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0111 ***********************************************************************
 RW0111  DESIGNATION -  11
 RW0111  PID         -  RW0111
 RW0111  STATE/COUNTY-  MT/MEAGHER
 RW0111  USGS QUAD   -  RINGLING (1980)
 RW0111
 RW0111                         *CURRENT SURVEY CONTROL
 RW0111  ___________________________________________________________________
 RW0111* NAD 83(1986)-  46 22 12.     (N)    110 50 28.     (W)     SCALED    
 RW0111* NAVD 88     -      1592.213  (meters)    5223.79   (feet)  ADJUSTED  
 RW0111  ___________________________________________________________________
 RW0111  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 RW0111  DYNAMIC HT  -        1591.721 (meters)    5222.17  (feet)  COMP
 RW0111  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 RW0111
 RW0111  VERT ORDER  -  SECOND    CLASS 0
 RW0111
 RW0111.The horizontal coordinates were scaled from a topographic map and have
 RW0111.an estimated accuracy of +/- 6 seconds.
 RW0111
 RW0111.The orthometric height was determined by differential leveling
 RW0111.and adjusted by the National Geodetic Survey in June 1991..
 RW0111
 RW0111.The geoid height was determined by GEOID03.
 RW0111
 RW0111.The dynamic height is computed by dividing the NAVD 88
 RW0111.geopotential number by the normal gravity value computed on the
 RW0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0111.degrees latitude (g = 980.6199 gals.).
 RW0111
 RW0111.The modeled gravity was interpolated from observed gravity values.
 RW0111
 RW0111;                    North         East    Units  Estimated Accuracy
 RW0111;SPC MT       -   236,470.      496,870.      MT  (+/- 180 meters Scaled)
 RW0111
 RW0111                          SUPERSEDED SURVEY CONTROL
 RW0111
 RW0111  NGVD 29 (??/??/92) 1591.070  (m)         5220.04   (f) ADJ UNCH    2 0
 RW0111
 RW0111.Superseded values are not recommended for survey control.
 RW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0111.See file dsdata.txt to determine how the superseded data were derived.
 RW0111
 RW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS122351(NAD 83)
 RW0111_MARKER: DD = SURVEY DISK
 RW0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0111_STAMPING: 11
 RW0111_MARK LOGO: MTGS  
 RW0111_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0111+STABILITY: SURFACE MOTION
 RW0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0111+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1996
 RW0111
 RW0111  HISTORY     - Date     Condition        Report By
 RW0111  HISTORY     - UNK      MONUMENTED       MTGS
 RW0111  HISTORY     - 1947     GOOD             NGS
 RW0111  HISTORY     - 19960118 GOOD             MTDOT
 RW0111
 RW0111                          STATION DESCRIPTION
 RW0111
 RW0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RW0111'7.5 MI N FROM RINGLING.
 RW0111'7.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM RINGLING, 75 FEET SOUTHWEST
 RW0111'OF A STOCK PEN ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0111'RAILROAD, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND
 RW0111'39 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 RW0111'STANDARD DISK, STAMPED 11 AND SET IN THE TOP OF A CONCRETE POST.
 RW0111
 RW0111                          STATION RECOVERY (1996)
 RW0111
 RW0111'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0111'ABOUT 14 MI (22.5 KM) SOUTH OF WHITE SULPHUR SPRINGS AND ALONG THE
 RW0111'EAST SIDE OF U.S.  HIGHWAY 89, 4.4 MI (7.1 KM) SOUTH OF THE JUNCTION
 RW0111'OF U.S.  HIGHWAYS 12 AND 89, WHICH IS ABOUT 9 MI (14.5 KM) SOUTH OF
 RW0111'WHITE SULPHUR SPRINGS, TO MILEPOST 53, THEN 0.35 MI (0.56 KM) SOUTH
 RW0111'ALONG THE HIGHWAY TO THE STATION ON THE LEFT, 40.0 FT (12.2 M) EAST OF
 RW0111'THE CENTER OF THE HIGHWAY, 1.3 FT (0.4 M) WEST OF A FENCE AND 1.0 FT
 RW0111'(0.3 M) WEST OF AN EXTRA LARGE FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0029 ***********************************************************************
 QW0029  DESIGNATION -  11
 QW0029  PID         -  QW0029
 QW0029  STATE/COUNTY-  MT/YELLOWSTONE
 QW0029  USGS QUAD   -  WORDEN (1967)
 QW0029
 QW0029                         *CURRENT SURVEY CONTROL
 QW0029  ___________________________________________________________________
 QW0029* NAD 83(1986)-  45 56 04.     (N)    108 11 06.     (W)     SCALED    
 QW0029* NAVD 88     -       916.132  (meters)    3005.68   (feet)  ADJUSTED  
 QW0029  ___________________________________________________________________
 QW0029  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 QW0029  DYNAMIC HT  -         915.962 (meters)    3005.12  (feet)  COMP
 QW0029  MODELED GRAV-     980,399.6   (mgal)                       NAVD 88
 QW0029
 QW0029  VERT ORDER  -  FIRST     CLASS II
 QW0029
 QW0029.The horizontal coordinates were scaled from a topographic map and have
 QW0029.an estimated accuracy of +/- 6 seconds.
 QW0029
 QW0029.The orthometric height was determined by differential leveling
 QW0029.and adjusted by the National Geodetic Survey in June 1991..
 QW0029
 QW0029.The geoid height was determined by GEOID03.
 QW0029
 QW0029.The dynamic height is computed by dividing the NAVD 88
 QW0029.geopotential number by the normal gravity value computed on the
 QW0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0029.degrees latitude (g = 980.6199 gals.).
 QW0029
 QW0029.The modeled gravity was interpolated from observed gravity values.
 QW0029
 QW0029;                    North         East    Units  Estimated Accuracy
 QW0029;SPC MT       -   188,050.      701,940.      MT  (+/- 180 meters Scaled)
 QW0029
 QW0029                          SUPERSEDED SURVEY CONTROL
 QW0029
 QW0029  NGVD 29 (??/??/92)  915.405  (m)         3003.29   (f) ADJ UNCH    1 2
 QW0029
 QW0029.Superseded values are not recommended for survey control.
 QW0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0029.See file dsdata.txt to determine how the superseded data were derived.
 QW0029
 QW0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR182906(NAD 83)
 QW0029_MARKER: DD = SURVEY DISK
 QW0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0029_SP_SET: CULVERT
 QW0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0029
 QW0029  HISTORY     - Date     Condition        Report By
 QW0029  HISTORY     - UNK      MONUMENTED       BOR
 QW0029  HISTORY     - 1957     GOOD             NGS
 QW0029
 QW0029                          STATION DESCRIPTION
 QW0029
 QW0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0029'6.6 MI NE FROM HUNTLEY.
 QW0029'ABOUT 6.6 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QW0029'RAILROAD FROM THE STATION AT HUNTLEY, 32 FEET SOUTH-SOUTHWEST OF THE
 QW0029'25TH POLE NORTHEAST OF MILEPOST 823, AT A ROAD CROSSING, 14 FEET
 QW0029'NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF THE NORTHWEST CONCRETE
 QW0029'HEAD WALL OF AN IRRIGATION CULVERT UNDER THE TRACK, 46 FEET WEST OF
 QW0029'THE CENTER OF THE CROSSING, 11 FEET NORTHWEST OF THE NORTHWEST CORNER
 QW0029'OF A CATTLE GUARD, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0551 ***********************************************************************
 QY0551  DESIGNATION -  11 AM
 QY0551  PID         -  QY0551
 QY0551  STATE/COUNTY-  MT/BEAVERHEAD
 QY0551  USGS QUAD   -  TORREY MOUNTAIN (1952)
 QY0551
 QY0551                         *CURRENT SURVEY CONTROL
 QY0551  ___________________________________________________________________
 QY0551* NAD 83(1992)-  45 22 55.60304(N)    112 53 18.13767(W)     ADJUSTED  
 QY0551* NAVD 88     -      2711.8    (meters)    8897.     (feet)  VERTCON   
 QY0551  ___________________________________________________________________
 QY0551  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 QY0551  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 QY0551
 QY0551  HORZ ORDER  -  THIRD
 QY0551  VERT ORDER  -  THIRD ? (See Below)
 QY0551
 QY0551.The horizontal coordinates were established by classical geodetic methods
 QY0551.and adjusted by the National Geodetic Survey in July 1992..
 QY0551
 QY0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0551.The vertical order pertains to the NGVD 29 superseded value.
 QY0551
 QY0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0551
 QY0551.The geoid height was determined by GEOID03.
 QY0551
 QY0551;                    North         East     Units Scale Factor Converg.
 QY0551;SPC MT       -   131,564.101   334,757.258   MT  0.99979213   -2 28 43.0
 QY0551;SPC MT       -   431,640.75  1,098,284.97   iFT  0.99979213   -2 28 43.0
 QY0551;UTM  12      - 5,027,134.090   352,160.324   MT  0.99986873   -1 20 39.8
 QY0551
 QY0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0551!SPC MT       -   0.99957683  x   0.99979213  =   0.99936905
 QY0551!UTM  12      -   0.99957683  x   0.99986873  =   0.99944561
 QY0551
 QY0551:                Primary Azimuth Mark                     Grid Az
 QY0551:SPC MT       -  HUMBOLDT                                 122 40 07.1
 QY0551:UTM  12      -  HUMBOLDT                                 121 32 03.9
 QY0551
 QY0551|---------------------------------------------------------------------|
 QY0551| PID    Reference Object                     Distance      Geod. Az  |
 QY0551|                                                           dddmmss.s |
 QY0551| QY0546 HUMBOLDT                            APPROX. 2.0 KM 1201124.1 |
 QY0551|---------------------------------------------------------------------|
 QY0551
 QY0551                          SUPERSEDED SURVEY CONTROL
 QY0551
 QY0551  NAD 83(1986)-  45 22 55.60239(N)    112 53 18.13657(W) AD(       ) 3
 QY0551  NAD 27      -  45 22 55.87593(N)    112 53 15.01673(W) AD(       ) 3
 QY0551  NGVD 29 (07/19/86) 2710.3    (m)         8892.     (f) LEVELING    3  
 QY0551
 QY0551.Superseded values are not recommended for survey control.
 QY0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0551.See file dsdata.txt to determine how the superseded data were derived.
 QY0551
 QY0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5216027134(NAD 83)
 QY0551_MARKER: DD = SURVEY DISK
 QY0551_SETTING: 0 = UNSPECIFIED SETTING
 QY0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0551
 QY0551  HISTORY     - Date     Condition        Report By
 QY0551  HISTORY     - 1950     MONUMENTED       USGS
 QY0551
 QY0551                          STATION DESCRIPTION
 QY0551
 QY0551'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0551'STATION IS LOCATED IN SEC. 19, T 5 S, R 10 W, 0.3 MI. E. OF TOP OF
 QY0551'THIEF CREEK ROAD PASS.
 QY0551'
 QY0551'TO REACH STATION FROM DILLON POST OFFICE, GO S. 0.1 MI., TURNING RIGHT
 QY0551'AND CROSSING RAILROAD TRACKS TO W. FOLLOWING MAIN TRAVELED RD. 8.2 MI.
 QY0551'TO RIGHT FORK AND SIGN --ARGENTA 5--.  TAKE RIGHT FORK AND CONTINUE
 QY0551'5.8 MI. THROUGH VILLAGE OF ARGENTA AND TO LAST HOUSE IN TOWN ON LEFT.
 QY0551'CONTINUE 0.3 MI. ACROSS RATTLESNAKE CREEK AND TO FORK TO LEFT.  TAKE
 QY0551'LEFT FORK AND CONTINUE 3.3 MI. TO FORK ON ROAD 606.  FOLLOW RIGHT
 QY0551'FORK, ROAD 606, 8.2 MI. TO SUMMIT OF PASS AND ACROSS CATTLEGUARD OR
 QY0551'THROUGH GATE.  TURN RIGHT JUST PAST GATE AND CONTINUE THROUGH TREES
 QY0551'350 FT. TO TOP OF RIDGE ABOUT 140 FT. NE. OF FENCE LINE.  STATION
 QY0551'IS LOCATED ON HIGH BARE POINT IN IMMEDIATE VICINITY.
 QY0551'
 QY0551'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE MONUMENT PROJECTING
 QY0551'4 IN. ABOVE GROUND, STAMPED ---11 AM 1950 8892---.
 QY0551'
 QY0551'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0662 ***********************************************************************
 QW0662  DESIGNATION -  11 DHW
 QW0662  PID         -  QW0662
 QW0662  STATE/COUNTY-  MT/YELLOWSTONE
 QW0662  USGS QUAD   -  WOODY MOUNTAIN NW (1980)
 QW0662
 QW0662                         *CURRENT SURVEY CONTROL
 QW0662  ___________________________________________________________________
 QW0662* NAD 83(1986)-  45 38 22.     (N)    108 14 20.     (W)     SCALED    
 QW0662* NAVD 88     -      1108.732  (meters)    3637.56   (feet)  POSTED    
 QW0662  ___________________________________________________________________
 QW0662  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 QW0662  DYNAMIC HT  -        1108.470 (meters)    3636.71  (feet)  COMP
 QW0662  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 QW0662
 QW0662  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0662
 QW0662.The horizontal coordinates were scaled from a topographic map and have
 QW0662.an estimated accuracy of +/- 6 seconds.
 QW0662
 QW0662.The orthometric height was determined by differential leveling
 QW0662.and adjusted by the National Geodetic Survey in 1992..
 QW0662.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0662.rate of 0.0 thru 1.0 mm/km.
 QW0662
 QW0662.The geoid height was determined by GEOID03.
 QW0662
 QW0662.The dynamic height is computed by dividing the NAVD 88
 QW0662.geopotential number by the normal gravity value computed on the
 QW0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0662.degrees latitude (g = 980.6199 gals.).
 QW0662
 QW0662.The modeled gravity was interpolated from observed gravity values.
 QW0662
 QW0662;                    North         East    Units  Estimated Accuracy
 QW0662;SPC MT       -   155,210.      698,290.      MT  (+/- 180 meters Scaled)
 QW0662
 QW0662                          SUPERSEDED SURVEY CONTROL
 QW0662
 QW0662.No superseded survey control is available for this station.
 QW0662
 QW0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR151576(NAD 83)
 QW0662_MARKER: DB = BENCH MARK DISK
 QW0662_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0662_SP_SET: PREFAB CONC. POST IN EARTH
 QW0662_STAMPING: 11 DHW 1967
 QW0662_MARK LOGO: USGS  
 QW0662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0662+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0662
 QW0662  HISTORY     - Date     Condition        Report By
 QW0662  HISTORY     - 1967     MONUMENTED       USGS
 QW0662
 QW0662                          STATION DESCRIPTION
 QW0662
 QW0662'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0662'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 15.6 MILES
 QW0662'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A JUNCTION WITH A RANCH ROAD,
 QW0662'THENCE 3.12 MILES SOUTHWEST ALONG RANCH ROAD TO A SMALL DRAIN
 QW0662'CROSSING, 0.7 MILES WEST AND 1.7 MILES SOUTH OF CORMIERS RANCH HOUSE,
 QW0662'IN SECTION 26/TOWNSHIP 2 SOUTH/RANGE 28 EAST, 0.5 MILES NORTHEAST OF
 QW0662'SITE OF AIRWAY BEACON BILLINGS B BEACON NUMBER 38, 201 FEET SOUTHWEST
 QW0662'AND 15 FEET EAST OF A DIM CATTLE TRAIL, METAL WITNESS SIGN 1 FOOT
 QW0662'EAST OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0389 ***********************************************************************
 QV0389  DESIGNATION -  11 JLP
 QV0389  PID         -  QV0389
 QV0389  STATE/COUNTY-  MT/POWDER RIVER
 QV0389  USGS QUAD   -  FORT HOWES (1995)
 QV0389
 QV0389                         *CURRENT SURVEY CONTROL
 QV0389  ___________________________________________________________________
 QV0389* NAD 83(1986)-  45 18 05.     (N)    106 12 22.     (W)     SCALED    
 QV0389* NAVD 88     -      1096.151  (meters)    3596.29   (feet)  ADJUSTED  
 QV0389  ___________________________________________________________________
 QV0389  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 QV0389  DYNAMIC HT  -        1095.853 (meters)    3595.31  (feet)  COMP
 QV0389  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 QV0389
 QV0389  VERT ORDER  -  THIRD
 QV0389
 QV0389.The horizontal coordinates were scaled from a topographic map and have
 QV0389.an estimated accuracy of +/- 6 seconds.
 QV0389
 QV0389.The orthometric height was determined by differential leveling
 QV0389.and adjusted by the National Geodetic Survey in June 1991..
 QV0389
 QV0389.The geoid height was determined by GEOID03.
 QV0389
 QV0389.The dynamic height is computed by dividing the NAVD 88
 QV0389.geopotential number by the normal gravity value computed on the
 QV0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0389.degrees latitude (g = 980.6199 gals.).
 QV0389
 QV0389.The modeled gravity was interpolated from observed gravity values.
 QV0389
 QV0389;                    North         East    Units  Estimated Accuracy
 QV0389;SPC MT       -   122,290.      858,230.      MT  (+/- 180 meters Scaled)
 QV0389
 QV0389                          SUPERSEDED SURVEY CONTROL
 QV0389
 QV0389  NGVD 29 (??/??/92) 1095.43   (m)         3593.9    (f) COMPUTED    3 0
 QV0389
 QV0389.Superseded values are not recommended for survey control.
 QV0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0389.See file dsdata.txt to determine how the superseded data were derived.
 QV0389
 QV0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL054171(NAD 83)
 QV0389_MARKER: DB = BENCH MARK DISK
 QV0389_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0389_SP_SET: PREFAB CONC. POST IN EARTH
 QV0389_STAMPING: 11 JLP 1966
 QV0389_MARK LOGO: USGS  
 QV0389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0389+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0389
 QV0389  HISTORY     - Date     Condition        Report By
 QV0389  HISTORY     - 1966     MONUMENTED       USGS
 QV0389
 QV0389                          STATION DESCRIPTION
 QV0389
 QV0389'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0389'FROM BIRNEY, MONTANA, PROCEED 18.1 MILES SOUTH AND EAST ALONG A ROAD,
 QV0389'IN THE EAST 1/2 OF SECTION 22/TOWNSHIP 6 SOUTH/RANGE 45 EAST, 3.3
 QV0389'MILES SOUTH AND WEST FROM HOWE RANGER STATION, 150 FEET NORTHEAST OF
 QV0389'COW CREEK, 101 FEET NORTHWEST OF THE ROAD AT A DRAIN CROSSING, 44
 QV0389'FEET NORTHEAST AND 2 FEET HIGHER THAN THE ROAD, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0815 ***********************************************************************
 SS0815  DESIGNATION -  11 JRM
 SS0815  PID         -  SS0815
 SS0815  STATE/COUNTY-  MT/CASCADE
 SS0815  USGS QUAD   -  STOCKETT (1965)
 SS0815
 SS0815                         *CURRENT SURVEY CONTROL
 SS0815  ___________________________________________________________________
 SS0815* NAD 83(1986)-  47 16 19.     (N)    111 08 47.     (W)     SCALED    
 SS0815* NAVD 88     -      1341.837  (meters)    4402.34   (feet)  ADJUSTED  
 SS0815  ___________________________________________________________________
 SS0815  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 SS0815  DYNAMIC HT  -        1341.667 (meters)    4401.79  (feet)  COMP
 SS0815  MODELED GRAV-     980,438.8   (mgal)                       NAVD 88
 SS0815
 SS0815  VERT ORDER  -  SECOND    CLASS 0
 SS0815
 SS0815.The horizontal coordinates were scaled from a topographic map and have
 SS0815.an estimated accuracy of +/- 6 seconds.
 SS0815
 SS0815.The orthometric height was determined by differential leveling
 SS0815.and adjusted by the National Geodetic Survey in June 1991..
 SS0815
 SS0815.The geoid height was determined by GEOID03.
 SS0815
 SS0815.The dynamic height is computed by dividing the NAVD 88
 SS0815.geopotential number by the normal gravity value computed on the
 SS0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0815.degrees latitude (g = 980.6199 gals.).
 SS0815
 SS0815.The modeled gravity was interpolated from observed gravity values.
 SS0815
 SS0815;                    North         East    Units  Estimated Accuracy
 SS0815;SPC MT       -   337,100.      475,500.      MT  (+/- 180 meters Scaled)
 SS0815
 SS0815                          SUPERSEDED SURVEY CONTROL
 SS0815
 SS0815  NGVD 29 (??/??/92) 1340.880  (m)         4399.20   (f) ADJ UNCH    2 0
 SS0815
 SS0815.Superseded values are not recommended for survey control.
 SS0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0815.See file dsdata.txt to determine how the superseded data were derived.
 SS0815
 SS0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT889353(NAD 83)
 SS0815_MARKER: DD = SURVEY DISK
 SS0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0815_STAMPING: 11 JRM 4399 1953
 SS0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0815+STABILITY: SURFACE MOTION
 SS0815
 SS0815  HISTORY     - Date     Condition        Report By
 SS0815  HISTORY     - 1953     MONUMENTED       USGS
 SS0815  HISTORY     - 1961     GOOD             NGS
 SS0815
 SS0815                          STATION DESCRIPTION
 SS0815
 SS0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0815'10.3 MI E FROM EDEN.
 SS0815'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0815'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 3.85
 SS0815'MILES SOUTH ALONG A COUNTY ROAD, 0.2 MILES SOUTH OF AND 1.3 MILES WEST
 SS0815'OF BENCH MARK X 242, 99 FEET WEST-SOUTHWEST OF AND ACROSS THE ROAD
 SS0815'FROM THE WEST-NORTHWEST CORNER OF A CATTLE GUARD LEADING INTO THE MIKE
 SS0815'SWARTZ RANCH, 30 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 SS0815'2.0 FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 SS0815'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SS0815'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0638 ***********************************************************************
 RU0638  DESIGNATION -  11 JRP
 RU0638  PID         -  RU0638
 RU0638  STATE/COUNTY-  MT/ROSEBUD
 RU0638  USGS QUAD   -  MILLER CREEK SW (1969)
 RU0638
 RU0638                         *CURRENT SURVEY CONTROL
 RU0638  ___________________________________________________________________
 RU0638* NAD 83(1986)-  46 05 39.     (N)    106 12 46.     (W)     SCALED    
 RU0638* NAVD 88     -       909.896  (meters)    2985.22   (feet)  ADJUSTED  
 RU0638  ___________________________________________________________________
 RU0638  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 RU0638  DYNAMIC HT  -         909.763 (meters)    2984.78  (feet)  COMP
 RU0638  MODELED GRAV-     980,438.0   (mgal)                       NAVD 88
 RU0638
 RU0638  VERT ORDER  -  THIRD
 RU0638
 RU0638.The horizontal coordinates were scaled from a topographic map and have
 RU0638.an estimated accuracy of +/- 6 seconds.
 RU0638
 RU0638.The orthometric height was determined by differential leveling
 RU0638.and adjusted by the National Geodetic Survey in June 1991..
 RU0638
 RU0638.The geoid height was determined by GEOID03.
 RU0638
 RU0638.The dynamic height is computed by dividing the NAVD 88
 RU0638.geopotential number by the normal gravity value computed on the
 RU0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0638.degrees latitude (g = 980.6199 gals.).
 RU0638
 RU0638.The modeled gravity was interpolated from observed gravity values.
 RU0638
 RU0638;                    North         East    Units  Estimated Accuracy
 RU0638;SPC MT       -   210,270.      854,010.      MT  (+/- 180 meters Scaled)
 RU0638
 RU0638                          SUPERSEDED SURVEY CONTROL
 RU0638
 RU0638.No superseded survey control is available for this station.
 RU0638
 RU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM062052(NAD 83)
 RU0638_MARKER: DB = BENCH MARK DISK
 RU0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0638_SP_SET: COPPER-CLAD STEEL ROD
 RU0638_STAMPING: 11 JRP 1969
 RU0638_MARK LOGO: USGS  
 RU0638_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0638+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0638
 RU0638  HISTORY     - Date     Condition        Report By
 RU0638  HISTORY     - 1969     MONUMENTED       USGS
 RU0638
 RU0638                          STATION DESCRIPTION
 RU0638
 RU0638'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0638'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0638'AND 12, THENCE 15.2 MILES SOUTHEAST AND 2.0 MILES EAST ALONG SWEENEY
 RU0638'CREEK ROAD, IN THE NORTHWEST CORNER OF SECTION 24/TOWNSHIP 4
 RU0638'NORTH/RANGE 44 EAST, ABOUT 900 FEET WEST OF A RANCH HOUSE, 135 FEET
 RU0638'SOUTH OF AND 14.3 FEET HIGHER THAN THE CENTER OF THE ROAD AT A
 RU0638'CATTLEGUARD, 5 FEET WEST OF A FENCE, 4.5 FEET SOUTH OF AN IRON
 RU0638'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 RU0638'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0685 ***********************************************************************
 QW0685  DESIGNATION -  11 JRP
 QW0685  PID         -  QW0685
 QW0685  STATE/COUNTY-  MT/BIG HORN
 QW0685  USGS QUAD   -  DEEP CREEK (1980)
 QW0685
 QW0685                         *CURRENT SURVEY CONTROL
 QW0685  ___________________________________________________________________
 QW0685* NAD 83(1986)-  45 25 40.     (N)    108 29 47.     (W)     SCALED    
 QW0685* NAVD 88     -      1283.965  (meters)    4212.48   (feet)  POSTED    
 QW0685  ___________________________________________________________________
 QW0685  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 QW0685  DYNAMIC HT  -        1283.560 (meters)    4211.15  (feet)  COMP
 QW0685  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 QW0685
 QW0685  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0685
 QW0685.The horizontal coordinates were scaled from a topographic map and have
 QW0685.an estimated accuracy of +/- 6 seconds.
 QW0685
 QW0685.The orthometric height was determined by differential leveling
 QW0685.and adjusted by the National Geodetic Survey in 1992..
 QW0685.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0685.rate of 0.0 thru 1.0 mm/km.
 QW0685
 QW0685.The geoid height was determined by GEOID03.
 QW0685
 QW0685.The dynamic height is computed by dividing the NAVD 88
 QW0685.geopotential number by the normal gravity value computed on the
 QW0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0685.degrees latitude (g = 980.6199 gals.).
 QW0685
 QW0685.The modeled gravity was interpolated from observed gravity values.
 QW0685
 QW0685;                    North         East    Units  Estimated Accuracy
 QW0685;SPC MT       -   131,400.      678,520.      MT  (+/- 180 meters Scaled)
 QW0685
 QW0685                          SUPERSEDED SURVEY CONTROL
 QW0685
 QW0685.No superseded survey control is available for this station.
 QW0685
 QW0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR958335(NAD 83)
 QW0685_MARKER: DB = BENCH MARK DISK
 QW0685_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0685_SP_SET: PREFAB CONC. POST IN EARTH
 QW0685_STAMPING: 11 JRP 1967
 QW0685_MARK LOGO: USGS  
 QW0685_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0685+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0685
 QW0685  HISTORY     - Date     Condition        Report By
 QW0685  HISTORY     - 1967     MONUMENTED       USGS
 QW0685
 QW0685                          STATION DESCRIPTION
 QW0685
 QW0685'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0685'FROM PRYOR, MONTANA, PROCEED 1.8 MILES EAST OF POST OFFICE, 32 FEET
 QW0685'SOUTH, 40 FEET WEST OF ROAD JUNCTION, 2.5 FEET SOUTHEAST OF A FENCE
 QW0685'CORNER, 2 FEET HIGHER THAN THE ROAD, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0223 ***********************************************************************
 TM0223  DESIGNATION -  11 M
 TM0223  PID         -  TM0223
 TM0223  STATE/COUNTY-  MT/TETON
 TM0223  USGS QUAD   -  AGAWAM NORTH (1985)
 TM0223
 TM0223                         *CURRENT SURVEY CONTROL
 TM0223  ___________________________________________________________________
 TM0223* NAD 83(1992)-  48 00 15.92079(N)    112 14 34.82738(W)     ADJUSTED  
 TM0223* NAVD 88     -      1183.36   (+/-2cm)    3882.4    (feet)  VERTCON   
 TM0223  ___________________________________________________________________
 TM0223  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 TM0223  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 TM0223
 TM0223  HORZ ORDER  -  THIRD
 TM0223  VERT ORDER  -  THIRD ? (See Below)
 TM0223
 TM0223.The horizontal coordinates were established by classical geodetic methods
 TM0223.and adjusted by the National Geodetic Survey in July 1992..
 TM0223
 TM0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0223.The vertical order pertains to the NGVD 29 superseded value.
 TM0223
 TM0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0223
 TM0223.The geoid height was determined by GEOID03.
 TM0223
 TM0223;                    North         East     Units Scale Factor Converg.
 TM0223;SPC MT       -   420,769.408   395,454.967   MT  0.99954286   -2 00 23.5
 TM0223;SPC MT       - 1,380,477.06  1,297,424.43   iFT  0.99954286   -2 00 23.5
 TM0223;UTM  12      - 5,317,539.246   407,285.899   MT  0.99970562   -0 55 25.9
 TM0223
 TM0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0223!SPC MT       -   0.99981678  x   0.99954286  =   0.99935972
 TM0223!UTM  12      -   0.99981678  x   0.99970562  =   0.99952245
 TM0223
 TM0223:                Primary Azimuth Mark                     Grid Az
 TM0223:SPC MT       -  RIM                                      328 20 43.5
 TM0223:UTM  12      -  RIM                                      327 15 45.9
 TM0223
 TM0223|---------------------------------------------------------------------|
 TM0223| PID    Reference Object                     Distance      Geod. Az  |
 TM0223|                                                           dddmmss.s |
 TM0223| TM0816 RIM                                 APPROX. 3.8 KM 3262020.0 |
 TM0223|---------------------------------------------------------------------|
 TM0223
 TM0223                          SUPERSEDED SURVEY CONTROL
 TM0223
 TM0223  NAD 83(1986)-  48 00 15.92706(N)    112 14 34.81225(W) AD(       ) 3
 TM0223  NAD 27      -  48 00 16.08982(N)    112 14 31.71199(W) AD(       ) 3
 TM0223  NGVD 29 (07/19/86) 1182.38   (m)         3879.2    (f) LEVELING    3  
 TM0223
 TM0223.Superseded values are not recommended for survey control.
 TM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0223.See file dsdata.txt to determine how the superseded data were derived.
 TM0223
 TM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU0728617539(NAD 83)
 TM0223_MARKER: DD = SURVEY DISK
 TM0223_SETTING: 0 = UNSPECIFIED SETTING
 TM0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0223
 TM0223  HISTORY     - Date     Condition        Report By
 TM0223  HISTORY     - 1935     MONUMENTED       USGS
 TM0223
 TM0223                          STATION DESCRIPTION
 TM0223
 TM0223'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 TM0223'THE STATION IS LOCATED ABOUT 3 MI. E. AND 2 MI. N. OF BYNUM, MONTANA,
 TM0223'IN SEC. 15, T 26 N, R 5 W, AND IS 45 FT. NE. OF T-INTERSECTION OF
 TM0223'GRAVELED RD.
 TM0223'
 TM0223'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST PROJECTING ABOUT
 TM0223'8 IN., AND STAMPED ---11 M 1935---.
 TM0223'
 TM0223'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0349 ***********************************************************************
 QU0349  DESIGNATION -  11 RCN
 QU0349  PID         -  QU0349
 QU0349  STATE/COUNTY-  MT/CARTER
 QU0349  USGS QUAD   -  CHALK BUTTES (1993)
 QU0349
 QU0349                         *CURRENT SURVEY CONTROL
 QU0349  ___________________________________________________________________
 QU0349* NAD 83(1986)-  45 40 01.     (N)    104 44 07.     (W)     SCALED    
 QU0349* NAVD 88     -      1076.171  (meters)    3530.74   (feet)  ADJUSTED  
 QU0349  ___________________________________________________________________
 QU0349  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 QU0349  DYNAMIC HT  -        1075.939 (meters)    3529.98  (feet)  COMP
 QU0349  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 QU0349
 QU0349  VERT ORDER  -  THIRD
 QU0349
 QU0349.The horizontal coordinates were scaled from a topographic map and have
 QU0349.an estimated accuracy of +/- 6 seconds.
 QU0349
 QU0349.The orthometric height was determined by differential leveling
 QU0349.and adjusted by the National Geodetic Survey in June 1991..
 QU0349
 QU0349.The geoid height was determined by GEOID03.
 QU0349
 QU0349.The dynamic height is computed by dividing the NAVD 88
 QU0349.geopotential number by the normal gravity value computed on the
 QU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0349.degrees latitude (g = 980.6199 gals.).
 QU0349
 QU0349.The modeled gravity was interpolated from observed gravity values.
 QU0349
 QU0349;                    North         East    Units  Estimated Accuracy
 QU0349;SPC MT       -   168,760.      970,950.      MT  (+/- 180 meters Scaled)
 QU0349
 QU0349                          SUPERSEDED SURVEY CONTROL
 QU0349
 QU0349.No superseded survey control is available for this station.
 QU0349
 QU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL206570(NAD 83)
 QU0349_MARKER: DB = BENCH MARK DISK
 QU0349_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0349_SP_SET: COPPER-CLAD STEEL ROD
 QU0349_STAMPING: 11 RCN 1973 3529
 QU0349_MARK LOGO: USGS  
 QU0349_PROJECTION: FLUSH
 QU0349_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0349+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0349_ROD/PIPE-DEPTH: 8    meters
 QU0349
 QU0349  HISTORY     - Date     Condition        Report By
 QU0349  HISTORY     - 1973     MONUMENTED       USGS
 QU0349
 QU0349                          STATION DESCRIPTION
 QU0349
 QU0349'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0349'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 22.4 MILES SOUTH ALONG
 QU0349'CHALK BUTTES ROAD TO A SOUTHWEST BEND IN THE ROAD, 57 FEET EAST OF
 QU0349'THE ROAD, 4.0 FEET SOUTH OF AN ANGLE IN THE FENCE, 3.0 FEET WEST OF
 QU0349'THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0515 ***********************************************************************
 RU0515  DESIGNATION -  11 RDS
 RU0515  PID         -  RU0515
 RU0515  STATE/COUNTY-  MT/ROSEBUD
 RU0515  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0515
 RU0515                         *CURRENT SURVEY CONTROL
 RU0515  ___________________________________________________________________
 RU0515* NAD 83(1986)-  46 45 29.     (N)    107 42 26.     (W)     SCALED    
 RU0515* NAVD 88     -       926.847  (meters)    3040.83   (feet)  ADJUSTED  
 RU0515  ___________________________________________________________________
 RU0515  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 RU0515  DYNAMIC HT  -         926.778 (meters)    3040.60  (feet)  COMP
 RU0515  MODELED GRAV-     980,507.5   (mgal)                       NAVD 88
 RU0515
 RU0515  VERT ORDER  -  SECOND    CLASS 0
 RU0515
 RU0515.The horizontal coordinates were scaled from a topographic map and have
 RU0515.an estimated accuracy of +/- 6 seconds.
 RU0515
 RU0515.The orthometric height was determined by differential leveling
 RU0515.and adjusted by the National Geodetic Survey in June 1991..
 RU0515
 RU0515.The geoid height was determined by GEOID03.
 RU0515
 RU0515.The dynamic height is computed by dividing the NAVD 88
 RU0515.geopotential number by the normal gravity value computed on the
 RU0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0515.degrees latitude (g = 980.6199 gals.).
 RU0515
 RU0515.The modeled gravity was interpolated from observed gravity values.
 RU0515
 RU0515;                    North         East    Units  Estimated Accuracy
 RU0515;SPC MT       -   280,260.      736,870.      MT  (+/- 180 meters Scaled)
 RU0515
 RU0515                          SUPERSEDED SURVEY CONTROL
 RU0515
 RU0515  NGVD 29 (??/??/92)  926.162  (m)         3038.58   (f) ADJ UNCH    2 0
 RU0515
 RU0515.Superseded values are not recommended for survey control.
 RU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0515.See file dsdata.txt to determine how the superseded data were derived.
 RU0515
 RU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM932818(NAD 83)
 RU0515_MARKER: DB = BENCH MARK DISK
 RU0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0515_SP_SET: CONCRETE POST
 RU0515_STAMPING: 11 RDS 1962
 RU0515_MARK LOGO: USGS  
 RU0515_PROJECTION: FLUSH
 RU0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0515+STABILITY: SURFACE MOTION
 RU0515
 RU0515  HISTORY     - Date     Condition        Report By
 RU0515  HISTORY     - 1962     MONUMENTED       USGS
 RU0515
 RU0515                          STATION DESCRIPTION
 RU0515
 RU0515'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0515'25.3 KM (15.70 MI) NNE FROM MELSTONE.
 RU0515'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0515'THENCE 11.3 MILES NORTH ALONG GRADED AND TRAIL ROADS, 4.4 MILES
 RU0515'SOUTH OF RATTLESNAKE CREEK, 1170 FEET NORTH OF THE KINCHELOE RANCH
 RU0515'BUILDINGS, IN THE SE 1/4 OF SECTION 32, T. 12 N., R. 32 E., 122 FEET
 RU0515'NORTH AND 40 FEET EAST OF THE TRAIL ROAD FORK.
 RU0515'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0535 ***********************************************************************
 TK0535  DESIGNATION -  11 REB
 TK0535  PID         -  TK0535
 TK0535  STATE/COUNTY-  MT/BLAINE
 TK0535  USGS QUAD   -  HARLEM (1964)
 TK0535
 TK0535                         *CURRENT SURVEY CONTROL
 TK0535  ___________________________________________________________________
 TK0535* NAD 83(1986)-  48 34 55.     (N)    108 46 17.     (W)     SCALED    
 TK0535* NAVD 88     -       791.516  (meters)    2596.83   (feet)  POSTED    
 TK0535  ___________________________________________________________________
 TK0535  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 TK0535  DYNAMIC HT  -         791.610 (meters)    2597.14  (feet)  COMP
 TK0535  MODELED GRAV-     980,702.2   (mgal)                       NAVD 88
 TK0535
 TK0535  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0535
 TK0535.The horizontal coordinates were scaled from a topographic map and have
 TK0535.an estimated accuracy of +/- 6 seconds.
 TK0535
 TK0535.The orthometric height was determined by differential leveling
 TK0535.and adjusted by the National Geodetic Survey in 1992..
 TK0535.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0535.rate of 0.0 thru 1.0 mm/km.
 TK0535
 TK0535.The geoid height was determined by GEOID03.
 TK0535
 TK0535.The dynamic height is computed by dividing the NAVD 88
 TK0535.geopotential number by the normal gravity value computed on the
 TK0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0535.degrees latitude (g = 980.6199 gals.).
 TK0535
 TK0535.The modeled gravity was interpolated from observed gravity values.
 TK0535
 TK0535;                    North         East    Units  Estimated Accuracy
 TK0535;SPC MT       -   481,630.      653,750.      MT  (+/- 180 meters Scaled)
 TK0535
 TK0535                          SUPERSEDED SURVEY CONTROL
 TK0535
 TK0535.No superseded survey control is available for this station.
 TK0535
 TK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU643833(NAD 83)
 TK0535_MARKER: DB = BENCH MARK DISK
 TK0535_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0535_SP_SET: COPPER-CLAD STEEL ROD
 TK0535_STAMPING: 11 REB 1979
 TK0535_MARK LOGO: USGS  
 TK0535_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0535_ROD/PIPE-DEPTH: 4.57 meters
 TK0535
 TK0535  HISTORY     - Date     Condition        Report By
 TK0535  HISTORY     - 1979     MONUMENTED       USGS
 TK0535
 TK0535                          STATION DESCRIPTION
 TK0535
 TK0535'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0535'5.8 KM (3.60 MI) NORTH FROM HARLEM.
 TK0535'3.6 MILES NORTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT ALONG
 TK0535'HIGHWAY 241, 1.1 MILES NORTH OF THE AIRPORT, 0.1 MILES SOUTHEAST OF
 TK0535'THE NORTH 1/4 CORNER OF SECTION 31, T33N, R23E, 18 FEET NORTH OF AND
 TK0535'65 FEET WEST OF A T - ROAD WEST, 24 FEET WEST OF THE NORTH END OF A
 TK0535'15-INCH BY 44-FEET CORRUGATED METAL PIPE, 1 FOOT EAST OF A FENCE.
 TK0535'THE MARK IS 3.1 FT  S FROM  A WITNESS POST
 TK0535'THE MARK IS 1.0 FT BELOW T-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0984 ***********************************************************************
 TN0984  DESIGNATION -  11 RHM
 TN0984  PID         -  TN0984
 TN0984  STATE/COUNTY-  MT/LINCOLN
 TN0984  USGS QUAD   -  FLATIRON MOUNTAIN (1963)
 TN0984
 TN0984                         *CURRENT SURVEY CONTROL
 TN0984  ___________________________________________________________________
 TN0984* NAD 83(1986)-  48 37 35.     (N)    115 38 23.     (W)     SCALED    
 TN0984* NAVD 88     -      1063.094  (meters)    3487.83   (feet)  ADJUSTED  
 TN0984  ___________________________________________________________________
 TN0984  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0984  DYNAMIC HT  -        1063.121 (meters)    3487.92  (feet)  COMP
 TN0984  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 TN0984
 TN0984  VERT ORDER  -  THIRD
 TN0984
 TN0984.The horizontal coordinates were scaled from a topographic map and have
 TN0984.an estimated accuracy of +/- 6 seconds.
 TN0984
 TN0984.The orthometric height was determined by differential leveling
 TN0984.and adjusted by the National Geodetic Survey in June 1991..
 TN0984
 TN0984.The geoid height was determined by GEOID03.
 TN0984
 TN0984.The dynamic height is computed by dividing the NAVD 88
 TN0984.geopotential number by the normal gravity value computed on the
 TN0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0984.degrees latitude (g = 980.6199 gals.).
 TN0984
 TN0984.The modeled gravity was interpolated from observed gravity values.
 TN0984
 TN0984;                    North         East    Units  Estimated Accuracy
 TN0984;SPC MT       -   504,050.      147,950.      MT  (+/- 180 meters Scaled)
 TN0984
 TN0984                          SUPERSEDED SURVEY CONTROL
 TN0984
 TN0984.No superseded survey control is available for this station.
 TN0984
 TN0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP002868(NAD 83)
 TN0984_MARKER: DB = BENCH MARK DISK
 TN0984_SETTING: 66 = SET IN ROCK OUTCROP
 TN0984_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0984_STAMPING: 11 RHM 1963
 TN0984_MARK LOGO: USGS  
 TN0984_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0984+STABILITY: POSITION/ELEVATION WELL
 TN0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0984+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0984
 TN0984  HISTORY     - Date     Condition        Report By
 TN0984  HISTORY     - 1963     MONUMENTED       USGS
 TN0984
 TN0984                          STATION DESCRIPTION
 TN0984
 TN0984'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0984'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0984'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 20.0
 TN0984'MILES NORTH ALONG ROAD 68 TO A Y-JUNCTION SOUTHWEST TO TURNER
 TN0984'MOUNTAIN SKI AREA, IN SECTION 17/TOWNSHIP 33 NORTH/RANGE 31 WEST, 21
 TN0984'FEET SOUTH AND 35 FEET EAST OF A Y-JUNCTION, IN AN EMBEDDED ROCK
 TN0984'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1079 ***********************************************************************
 SU1079  DESIGNATION -  11 RHM
 SU1079  PID         -  SU1079
 SU1079  STATE/COUNTY-  MT/FLATHEAD
 SU1079  USGS QUAD   -  RICHARDS PEAK (1966)
 SU1079
 SU1079                         *CURRENT SURVEY CONTROL
 SU1079  ___________________________________________________________________
 SU1079* NAD 83(1986)-  47 47 09.     (N)    115 00 05.     (W)     SCALED    
 SU1079* NAVD 88     -       944.089  (meters)    3097.40   (feet)  ADJUSTED  
 SU1079  ___________________________________________________________________
 SU1079  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SU1079  DYNAMIC HT  -         944.052 (meters)    3097.28  (feet)  COMP
 SU1079  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 SU1079
 SU1079  VERT ORDER  -  THIRD
 SU1079
 SU1079.The horizontal coordinates were scaled from a topographic map and have
 SU1079.an estimated accuracy of +/- 6 seconds.
 SU1079
 SU1079.The orthometric height was determined by differential leveling
 SU1079.and adjusted by the National Geodetic Survey in June 1991..
 SU1079
 SU1079.The geoid height was determined by GEOID03.
 SU1079
 SU1079.The dynamic height is computed by dividing the NAVD 88
 SU1079.geopotential number by the normal gravity value computed on the
 SU1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1079.degrees latitude (g = 980.6199 gals.).
 SU1079
 SU1079.The modeled gravity was interpolated from observed gravity values.
 SU1079
 SU1079;                    North         East    Units  Estimated Accuracy
 SU1079;SPC MT       -   407,360.      188,310.      MT  (+/- 180 meters Scaled)
 SU1079
 SU1079                          SUPERSEDED SURVEY CONTROL
 SU1079
 SU1079.No superseded survey control is available for this station.
 SU1079
 SU1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN497944(NAD 83)
 SU1079_MARKER: DB = BENCH MARK DISK
 SU1079_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1079_SP_SET: PREFAB CONC. POST IN EARTH
 SU1079_STAMPING: 11 RHM 1964
 SU1079_MARK LOGO: USGS  
 SU1079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1079+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1079
 SU1079  HISTORY     - Date     Condition        Report By
 SU1079  HISTORY     - 1964     MONUMENTED       USGS
 SU1079
 SU1079                          STATION DESCRIPTION
 SU1079
 SU1079'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1079'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1079'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 21.9 MILES
 SU1079'SOUTH ALONG THOMPSON RIVER ROAD TO CHIPPY CREEK ROAD AND FOREST
 SU1079'SERVICE TRAIL NUMBER 238, 9.5 MILES SOUTH OF BEND GUARD STATION, 22
 SU1079'FEET NORTH OF A Y-ROAD AND 45 FEET EAST OF MAIN ROAD AND 2 FEET
 SU1079'HIGHER THAN ROAD OPPOSITE BM, PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0702 ***********************************************************************
 TL0702  DESIGNATION -  11 WCA
 TL0702  PID         -  TL0702
 TL0702  STATE/COUNTY-  MT/LIBERTY
 TL0702  USGS QUAD   -  BOBCAT COULEE SE (1963)
 TL0702
 TL0702                         *CURRENT SURVEY CONTROL
 TL0702  ___________________________________________________________________
 TL0702* NAD 83(1986)-  48 50 30.     (N)    110 46 23.     (W)     SCALED    
 TL0702* NAVD 88     -       987.361  (meters)    3239.37   (feet)  ADJUSTED  
 TL0702  ___________________________________________________________________
 TL0702  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 TL0702  DYNAMIC HT  -         987.463 (meters)    3239.70  (feet)  COMP
 TL0702  MODELED GRAV-     980,679.2   (mgal)                       NAVD 88
 TL0702
 TL0702  VERT ORDER  -  THIRD
 TL0702
 TL0702.The horizontal coordinates were scaled from a topographic map and have
 TL0702.an estimated accuracy of +/- 6 seconds.
 TL0702
 TL0702.The orthometric height was determined by differential leveling
 TL0702.and adjusted by the National Geodetic Survey in June 1991..
 TL0702
 TL0702.The geoid height was determined by GEOID03.
 TL0702
 TL0702.The dynamic height is computed by dividing the NAVD 88
 TL0702.geopotential number by the normal gravity value computed on the
 TL0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0702.degrees latitude (g = 980.6199 gals.).
 TL0702
 TL0702.The modeled gravity was interpolated from observed gravity values.
 TL0702
 TL0702;                    North         East    Units  Estimated Accuracy
 TL0702;SPC MT       -   511,020.      506,570.      MT  (+/- 180 meters Scaled)
 TL0702
 TL0702                          SUPERSEDED SURVEY CONTROL
 TL0702
 TL0702.No superseded survey control is available for this station.
 TL0702
 TL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV166098(NAD 83)
 TL0702_MARKER: DB = BENCH MARK DISK
 TL0702_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0702_SP_SET: PREFAB CONC. POST IN EARTH
 TL0702_STAMPING: 11 WCA 1963 3237
 TL0702_MARK LOGO: USGS  
 TL0702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0702+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0702
 TL0702  HISTORY     - Date     Condition        Report By
 TL0702  HISTORY     - 1963     MONUMENTED       USGS
 TL0702
 TL0702                          STATION DESCRIPTION
 TL0702
 TL0702'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0702'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 19.6 MILES NORTH
 TL0702'ALONG JOPLIN ROAD, IN THE SOUTHEAST CORNER OF SECTION 26/TOWNSHIP 36
 TL0702'NORTH/RANGE 7 EAST, 31 FEET NORTH OF THE CENTERLINE OF AND EAST-WEST
 TL0702'TRACK ROAD, 45 FEET WEST OF A NORTH-SOUTH ROAD AND 2.9 FEET LOWER
 TL0702'THAN CROSSROADS AND 2.5 FEET EAST OF TELEPHONE POLE, PROJECTING 0.3
 TL0702'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0419 ***********************************************************************
 TJ0419  DESIGNATION -  11 WR
 TJ0419  PID         -  TJ0419
 TJ0419  STATE/COUNTY-  MT/PHILLIPS
 TJ0419  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0419
 TJ0419                         *CURRENT SURVEY CONTROL
 TJ0419  ___________________________________________________________________
 TJ0419* NAD 83(1986)-  48 39 18.     (N)    107 43 52.     (W)     SCALED    
 TJ0419* NAVD 88     -       826.168  (meters)    2710.52   (feet)  ADJUSTED  
 TJ0419  ___________________________________________________________________
 TJ0419  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0419  DYNAMIC HT  -         826.271 (meters)    2710.86  (feet)  COMP
 TJ0419  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 TJ0419
 TJ0419  VERT ORDER  -  FIRST     CLASS II
 TJ0419
 TJ0419.The horizontal coordinates were scaled from a topographic map and have
 TJ0419.an estimated accuracy of +/- 6 seconds.
 TJ0419
 TJ0419.The orthometric height was determined by differential leveling
 TJ0419.and adjusted by the National Geodetic Survey in June 1991..
 TJ0419
 TJ0419.The geoid height was determined by GEOID03.
 TJ0419
 TJ0419.The dynamic height is computed by dividing the NAVD 88
 TJ0419.geopotential number by the normal gravity value computed on the
 TJ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0419.degrees latitude (g = 980.6199 gals.).
 TJ0419
 TJ0419.The modeled gravity was interpolated from observed gravity values.
 TJ0419
 TJ0419;                    North         East    Units  Estimated Accuracy
 TJ0419;SPC MT       -   490,980.      730,290.      MT  (+/- 180 meters Scaled)
 TJ0419
 TJ0419                          SUPERSEDED SURVEY CONTROL
 TJ0419
 TJ0419.No superseded survey control is available for this station.
 TJ0419
 TJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP988927(NAD 83)
 TJ0419_MARKER: DB = BENCH MARK DISK
 TJ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0419_SP_SET: CONCRETE POST
 TJ0419_STAMPING: 11 WR 2708 1968
 TJ0419_PROJECTION: PROJECTING 30 CENTIMETERS
 TJ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0419+STABILITY: SURFACE MOTION
 TJ0419
 TJ0419  HISTORY     - Date     Condition        Report By
 TJ0419  HISTORY     - 1968     MONUMENTED       USGS
 TJ0419  HISTORY     - 1979     GOOD             NGS
 TJ0419
 TJ0419                          STATION DESCRIPTION
 TJ0419
 TJ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0419'23.0 MI NORTH FROM MALTA.
 TJ0419'23.0 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0419'HIGHWAY 2 IN MALTA, OR, 14.7 MILES SOUTH ALONG STATE HIGHWAY 242
 TJ0419'FROM THE POST OFFICE IN LORING, AT THE JUNCTION OF A GRAVEL ROAD
 TJ0419'LEADING NORTHEAST TO WHITEWATER, 300 FEET EAST OF MILE POST 23,
 TJ0419'300 FEET SOUTH OF THE CENTER OF THE WHITEWATER ROAD, AND 20 FEET
 TJ0419'WEST OF A FENCE CORNER.
 TJ0419'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TJ0419'THE MARK IS 5 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0089 ***********************************************************************
 TH0089  DESIGNATION -  112/2
 TH0089  PID         -  TH0089
 TH0089  STATE/COUNTY-  MT/ROOSEVELT
 TH0089  USGS QUAD   -  FORT KIPP (1989)
 TH0089
 TH0089                         *CURRENT SURVEY CONTROL
 TH0089  ___________________________________________________________________
 TH0089* NAD 83(1986)-  48 08 44.     (N)    104 41 28.     (W)     SCALED    
 TH0089* NAVD 88     -       593.425  (meters)    1946.93   (feet)  ADJUSTED  
 TH0089  ___________________________________________________________________
 TH0089  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 TH0089  DYNAMIC HT  -         593.502 (meters)    1947.18  (feet)  COMP
 TH0089  MODELED GRAV-     980,722.6   (mgal)                       NAVD 88
 TH0089
 TH0089  VERT ORDER  -  FIRST     CLASS II
 TH0089
 TH0089.The horizontal coordinates were scaled from a topographic map and have
 TH0089.an estimated accuracy of +/- 6 seconds.
 TH0089
 TH0089.The orthometric height was determined by differential leveling
 TH0089.and adjusted by the National Geodetic Survey in June 1991..
 TH0089
 TH0089.The geoid height was determined by GEOID03.
 TH0089
 TH0089.The dynamic height is computed by dividing the NAVD 88
 TH0089.geopotential number by the normal gravity value computed on the
 TH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0089.degrees latitude (g = 980.6199 gals.).
 TH0089
 TH0089.The modeled gravity was interpolated from observed gravity values.
 TH0089
 TH0089;                    North         East    Units  Estimated Accuracy
 TH0089;SPC MT       -   443,850.      957,480.      MT  (+/- 180 meters Scaled)
 TH0089
 TH0089                          SUPERSEDED SURVEY CONTROL
 TH0089
 TH0089  NGVD 29 (??/??/92)  592.895  (m)         1945.19   (f) ADJ UNCH    1 2
 TH0089
 TH0089.Superseded values are not recommended for survey control.
 TH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0089.See file dsdata.txt to determine how the superseded data were derived.
 TH0089
 TH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP229325(NAD 83)
 TH0089_MARKER: P = PIPE CAP
 TH0089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0089_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0089
 TH0089  HISTORY     - Date     Condition        Report By
 TH0089  HISTORY     - UNK      MONUMENTED       MORC
 TH0089  HISTORY     - 1934     MARK NOT FOUND   NGS
 TH0089
 TH0089                          STATION DESCRIPTION
 TH0089
 TH0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0089'3 MI W FROM BLAIR.
 TH0089'3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM BLAIR, ROOSEVELT
 TH0089'COUNTY, AND 100 FEET NORTH OF THE TRACK.  A MISSOURI RIVER COMMISSION
 TH0089'STANDARD CAP, FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0086 ***********************************************************************
 TH0086  DESIGNATION -  114/2 CAP
 TH0086  PID         -  TH0086
 TH0086  STATE/COUNTY-  MT/ROOSEVELT
 TH0086  USGS QUAD   -  CULBERTSON (1989)
 TH0086
 TH0086                         *CURRENT SURVEY CONTROL
 TH0086  ___________________________________________________________________
 TH0086* NAD 83(1986)-  48 08 10.     (N)    104 33 19.     (W)     SCALED    
 TH0086* NAVD 88     -       584.795  (meters)    1918.61   (feet)  ADJUSTED  
 TH0086  ___________________________________________________________________
 TH0086  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 TH0086  DYNAMIC HT  -         584.869 (meters)    1918.86  (feet)  COMP
 TH0086  MODELED GRAV-     980,719.2   (mgal)                       NAVD 88
 TH0086
 TH0086  VERT ORDER  -  FIRST     CLASS II
 TH0086
 TH0086.The horizontal coordinates were scaled from a topographic map and have
 TH0086.an estimated accuracy of +/- 6 seconds.
 TH0086
 TH0086.The orthometric height was determined by differential leveling
 TH0086.and adjusted by the National Geodetic Survey in June 1991..
 TH0086
 TH0086.The geoid height was determined by GEOID03.
 TH0086
 TH0086.The dynamic height is computed by dividing the NAVD 88
 TH0086.geopotential number by the normal gravity value computed on the
 TH0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0086.degrees latitude (g = 980.6199 gals.).
 TH0086
 TH0086.The modeled gravity was interpolated from observed gravity values.
 TH0086
 TH0086;                    North         East    Units  Estimated Accuracy
 TH0086;SPC MT       -   443,430.      967,630.      MT  (+/- 180 meters Scaled)
 TH0086
 TH0086                          SUPERSEDED SURVEY CONTROL
 TH0086
 TH0086  NGVD 29 (??/??/92)  584.268  (m)         1916.89   (f) ADJ UNCH    1 2
 TH0086
 TH0086.Superseded values are not recommended for survey control.
 TH0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0086.See file dsdata.txt to determine how the superseded data were derived.
 TH0086
 TH0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP330315(NAD 83)
 TH0086_MARKER: P = PIPE CAP
 TH0086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0086
 TH0086  HISTORY     - Date     Condition        Report By
 TH0086  HISTORY     - UNK      MONUMENTED       MORC
 TH0086  HISTORY     - 1934     GOOD             NGS
 TH0086  HISTORY     - 1980     MARK NOT FOUND   NGS
 TH0086
 TH0086                          STATION DESCRIPTION
 TH0086
 TH0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0086'2 MI W FROM CULBERTSON.
 TH0086'2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM CULBERTSON,
 TH0086'ROOSEVELT COUNTY, AT A CURVE, AND 210 FEET NORTH OF THE TRACK.  A
 TH0086'MISSOURI RIVER COMMISSION STANDARD CAP, FASTENED ON THE TOP OF AN IRON
 TH0086'PIPE.
 TH0086
 TH0086                          STATION RECOVERY (1980)
 TH0086
 TH0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TH0086'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0112 ***********************************************************************
 RX0112  DESIGNATION -  1157
 RX0112  PID         -  RX0112
 RX0112  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0112  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0112
 RX0112                         *CURRENT SURVEY CONTROL
 RX0112  ___________________________________________________________________
 RX0112* NAD 83(1986)-  46 39 36.     (N)    112 01 14.     (W)     SCALED    
 RX0112* NAVD 88     -      1136.107  (meters)    3727.38   (feet)  ADJUSTED  
 RX0112  ___________________________________________________________________
 RX0112  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RX0112  DYNAMIC HT  -        1135.884 (meters)    3726.65  (feet)  COMP
 RX0112  MODELED GRAV-     980,379.1   (mgal)                       NAVD 88
 RX0112
 RX0112  VERT ORDER  -  FIRST     CLASS II
 RX0112
 RX0112.The horizontal coordinates were scaled from a topographic map and have
 RX0112.an estimated accuracy of +/- 6 seconds.
 RX0112
 RX0112.The orthometric height was determined by differential leveling
 RX0112.and adjusted by the National Geodetic Survey in June 1991..
 RX0112
 RX0112.The geoid height was determined by GEOID03.
 RX0112
 RX0112.The dynamic height is computed by dividing the NAVD 88
 RX0112.geopotential number by the normal gravity value computed on the
 RX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0112.degrees latitude (g = 980.6199 gals.).
 RX0112
 RX0112.The modeled gravity was interpolated from observed gravity values.
 RX0112
 RX0112;                    North         East    Units  Estimated Accuracy
 RX0112;SPC MT       -   270,910.      407,230.      MT  (+/- 180 meters Scaled)
 RX0112
 RX0112                          SUPERSEDED SURVEY CONTROL
 RX0112
 RX0112  NGVD 29 (??/??/92) 1135.090  (m)         3724.04   (f) ADJ UNCH    1 2
 RX0112
 RX0112.Superseded values are not recommended for survey control.
 RX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0112.See file dsdata.txt to determine how the superseded data were derived.
 RX0112
 RX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219678(NAD 83)
 RX0112_MARKER: DD = SURVEY DISK
 RX0112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0112_STAMPING: 1157 S5 RM 49
 RX0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0112
 RX0112  HISTORY     - Date     Condition        Report By
 RX0112  HISTORY     - UNK      MONUMENTED       USGLO
 RX0112  HISTORY     - 1962     GOOD             NGS
 RX0112
 RX0112                          STATION DESCRIPTION
 RX0112
 RX0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0112'4.15 MI N FROM HELENA.
 RX0112'4.15 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0112'NORTHERN PACIFIC RAILROAD AT HELENA, 94 FEET SOUTH OF THE CENTER LINE
 RX0112'OF COLLEGE PLACE ROAD, 72 FEET EAST OF THE CENTER LINE OF THE AVENUE,
 RX0112'43 FEET SOUTH OF THE FIRST POWER POLE SOUTH OF THE ROAD, 34 FEET NORTH
 RX0112'OF THE WEST POST SUPPORTING A HERRIN HEREFORD RANCH SIGN, ABOUT LEVEL
 RX0112'WITH THE AVENUE AND RIVETED ON THE TOP OF A 2 1/2 INCH PIPE PROJECTING
 RX0112'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0110 ***********************************************************************
 RW0110  DESIGNATION -  12
 RW0110  PID         -  RW0110
 RW0110  STATE/COUNTY-  MT/MEAGHER
 RW0110  USGS QUAD   -  RINGLING (1980)
 RW0110
 RW0110                         *CURRENT SURVEY CONTROL
 RW0110  ___________________________________________________________________
 RW0110* NAD 83(1986)-  46 21 01.     (N)    110 48 17.     (W)     SCALED    
 RW0110* NAVD 88     -      1610.673  (meters)    5284.35   (feet)  ADJUSTED  
 RW0110  ___________________________________________________________________
 RW0110  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 RW0110  DYNAMIC HT  -        1610.174 (meters)    5282.71  (feet)  COMP
 RW0110  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 RW0110
 RW0110  VERT ORDER  -  SECOND    CLASS 0
 RW0110
 RW0110.The horizontal coordinates were scaled from a topographic map and have
 RW0110.an estimated accuracy of +/- 6 seconds.
 RW0110
 RW0110.The orthometric height was determined by differential leveling
 RW0110.and adjusted by the National Geodetic Survey in June 1991..
 RW0110
 RW0110.The geoid height was determined by GEOID03.
 RW0110
 RW0110.The dynamic height is computed by dividing the NAVD 88
 RW0110.geopotential number by the normal gravity value computed on the
 RW0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0110.degrees latitude (g = 980.6199 gals.).
 RW0110
 RW0110.The modeled gravity was interpolated from observed gravity values.
 RW0110
 RW0110;                    North         East    Units  Estimated Accuracy
 RW0110;SPC MT       -   234,230.      499,630.      MT  (+/- 180 meters Scaled)
 RW0110
 RW0110                          SUPERSEDED SURVEY CONTROL
 RW0110
 RW0110  NGVD 29 (??/??/92) 1609.525  (m)         5280.58   (f) ADJ UNCH    2 0
 RW0110
 RW0110.Superseded values are not recommended for survey control.
 RW0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0110.See file dsdata.txt to determine how the superseded data were derived.
 RW0110
 RW0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS150329(NAD 83)
 RW0110_MARKER: DD = SURVEY DISK
 RW0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0110_STAMPING: 12
 RW0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0110+STABILITY: SURFACE MOTION
 RW0110
 RW0110  HISTORY     - Date     Condition        Report By
 RW0110  HISTORY     - UNK      MONUMENTED
 RW0110  HISTORY     - 1947     GOOD             NGS
 RW0110
 RW0110                          STATION DESCRIPTION
 RW0110
 RW0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RW0110'5.3 MI N FROM RINGLING.
 RW0110'5.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM RINGLING, 300 YARDS
 RW0110'NORTHWEST OF AN ABANDONED FARMHOUSE ON THE EAST SIDE OF THE HIGHWAY,
 RW0110'AT A TURN FROM NORTH TO NORTHWEST, 60 FEET WEST OF THE CENTERLINE OF
 RW0110'THE HIGHWAY, AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STATE
 RW0110'SURVEY STANDARD DISK, STAMPED 12 AND SET IN THE TOP OF A CONCRETE
 RW0110'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0112 ***********************************************************************
 QX0112  DESIGNATION -  12
 QX0112  PID         -  QX0112
 QX0112  STATE/COUNTY-  MT/PARK
 QX0112  USGS QUAD   -  GARDINER (1986)
 QX0112
 QX0112                         *CURRENT SURVEY CONTROL
 QX0112  ___________________________________________________________________
 QX0112* NAD 83(1986)-  45 02 58.     (N)    110 44 51.     (W)     SCALED    
 QX0112* NAVD 88     -      1606.785  (meters)    5271.59   (feet)  POSTED    
 QX0112  ___________________________________________________________________
 QX0112  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 QX0112  DYNAMIC HT  -        1606.010 (meters)    5269.05  (feet)  COMP
 QX0112  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 QX0112
 QX0112  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QX0112
 QX0112.The horizontal coordinates were scaled from a topographic map and have
 QX0112.an estimated accuracy of +/- 6 seconds.
 QX0112
 QX0112.The orthometric height was determined by differential leveling
 QX0112.and adjusted by the National Geodetic Survey in 1992..
 QX0112.No vertical observational check was made to the station.
 QX0112.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QX0112.was located on a no-check spur therefore a value was not computed.
 QX0112
 QX0112.The geoid height was determined by GEOID03.
 QX0112
 QX0112.The dynamic height is computed by dividing the NAVD 88
 QX0112.geopotential number by the normal gravity value computed on the
 QX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0112.degrees latitude (g = 980.6199 gals.).
 QX0112
 QX0112.The modeled gravity was interpolated from observed gravity values.
 QX0112
 QX0112;                    North         East    Units  Estimated Accuracy
 QX0112;SPC MT       -    89,640.      501,730.      MT  (+/- 180 meters Scaled)
 QX0112
 QX0112                          SUPERSEDED SURVEY CONTROL
 QX0112
 QX0112  NGVD 29 (??/??/92) 1605.500  (m)         5267.38   (f) ADJ UNCH    1 2
 QX0112
 QX0112.Superseded values are not recommended for survey control.
 QX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0112.See file dsdata.txt to determine how the superseded data were derived.
 QX0112
 QX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ198884(NAD 83)
 QX0112_MARKER: DD = SURVEY DISK
 QX0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0112+STABILITY: SURFACE MOTION
 QX0112
 QX0112  HISTORY     - Date     Condition        Report By
 QX0112  HISTORY     - UNK      MONUMENTED       BPR
 QX0112  HISTORY     - 1960     GOOD             NGS
 QX0112  HISTORY     - 1980     MARK NOT FOUND   USGS
 QX0112  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0112
 QX0112                          STATION DESCRIPTION
 QX0112
 QX0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0112'2.75 MI NW FROM GARDINER.
 QX0112'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE NORTHERN PACIFIC
 QX0112'RAILWAY STATION AT GARDINER, THENCE 2.5 MILES NORTHWEST ALONG U.S.
 QX0112'HIGHWAY 89, IN SECTION 15, T 9 S, R 8 E, AT THE GARDINER AIRPORT, 184
 QX0112'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE NORTHWEST
 QX0112'OF A GROUP OF 4 WOODEN HANGARS, 356 FEET SOUTHEAST OF THE NORTHWEST
 QX0112'END OF THE ONLY RUNWAY, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QX0112'RUNWAY, IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QX0112
 QX0112                          STATION RECOVERY (1980)
 QX0112
 QX0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QX0112'MARK NOT FOUND.
 QX0112
 QX0112                          STATION RECOVERY (1983)
 QX0112
 QX0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0663 ***********************************************************************
 QW0663  DESIGNATION -  12 DHW
 QW0663  PID         -  QW0663
 QW0663  STATE/COUNTY-  MT/YELLOWSTONE
 QW0663  USGS QUAD   -  WOODY MOUNTAIN (1969)
 QW0663
 QW0663                         *CURRENT SURVEY CONTROL
 QW0663  ___________________________________________________________________
 QW0663* NAD 83(1986)-  45 36 53.     (N)    108 14 44.     (W)     SCALED    
 QW0663* NAVD 88     -      1159.383  (meters)    3803.74   (feet)  POSTED    
 QW0663  ___________________________________________________________________
 QW0663  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 QW0663  DYNAMIC HT  -        1159.100 (meters)    3802.81  (feet)  COMP
 QW0663  MODELED GRAV-     980,335.4   (mgal)                       NAVD 88
 QW0663
 QW0663  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0663
 QW0663.The horizontal coordinates were scaled from a topographic map and have
 QW0663.an estimated accuracy of +/- 6 seconds.
 QW0663
 QW0663.The orthometric height was determined by differential leveling
 QW0663.and adjusted by the National Geodetic Survey in 1992..
 QW0663.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0663.rate of 0.0 thru 1.0 mm/km.
 QW0663
 QW0663.The geoid height was determined by GEOID03.
 QW0663
 QW0663.The dynamic height is computed by dividing the NAVD 88
 QW0663.geopotential number by the normal gravity value computed on the
 QW0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0663.degrees latitude (g = 980.6199 gals.).
 QW0663
 QW0663.The modeled gravity was interpolated from observed gravity values.
 QW0663
 QW0663;                    North         East    Units  Estimated Accuracy
 QW0663;SPC MT       -   152,460.      697,810.      MT  (+/- 180 meters Scaled)
 QW0663
 QW0663                          SUPERSEDED SURVEY CONTROL
 QW0663
 QW0663.No superseded survey control is available for this station.
 QW0663
 QW0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR147549(NAD 83)
 QW0663_MARKER: DB = BENCH MARK DISK
 QW0663_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0663_SP_SET: PREFAB CONC. POST IN EARTH
 QW0663_STAMPING: 12 DHW 1967
 QW0663_MARK LOGO: USGS  
 QW0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0663+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0663
 QW0663  HISTORY     - Date     Condition        Report By
 QW0663  HISTORY     - 1967     MONUMENTED       USGS
 QW0663
 QW0663                          STATION DESCRIPTION
 QW0663
 QW0663'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0663'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 15.6 MILES
 QW0663'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A JUNCTION WITH A RANCH ROAD,
 QW0663'THENCE 5.1 MILES SOUTHWEST TO A POWERLINE WITH DOUBLE POLES, 4.2
 QW0663'MILES SOUTH OF CORMIERS RANCH HOUSE AT CORMIERS BROTHERS EAST FORK
 QW0663'CAMP, 3.7 MILES NORTHWEST OF RANCH ROADS TO A POWERLINE, IN SOUTH
 QW0663'SIDE OF SECTION 35/TOWNSHIP 2 SOUTH/RANGE 28 EAST, ON TOP OF A SMALL
 QW0663'RIDGE, 225 FEET NORTHWEST ALONG SERVICE ROAD, 6 FEET NORTH OF NORTH
 QW0663'POLE OF THE POWERLINE, METAL WITNESS SIGN NAILED TO POLE NUMBER 15/6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0387 ***********************************************************************
 QV0387  DESIGNATION -  12 JLP
 QV0387  PID         -  QV0387
 QV0387  STATE/COUNTY-  MT/POWDER RIVER
 QV0387  USGS QUAD   -  POKER JIM BUTTE (1995)
 QV0387
 QV0387                         *CURRENT SURVEY CONTROL
 QV0387  ___________________________________________________________________
 QV0387* NAD 83(1986)-  45 18 52.     (N)    106 15 47.     (W)     SCALED    
 QV0387* NAVD 88     -      1252.667  (meters)    4109.79   (feet)  ADJUSTED  
 QV0387  ___________________________________________________________________
 QV0387  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 QV0387  DYNAMIC HT  -        1252.307 (meters)    4108.61  (feet)  COMP
 QV0387  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 QV0387
 QV0387  VERT ORDER  -  THIRD
 QV0387
 QV0387.The horizontal coordinates were scaled from a topographic map and have
 QV0387.an estimated accuracy of +/- 6 seconds.
 QV0387
 QV0387.The orthometric height was determined by differential leveling
 QV0387.and adjusted by the National Geodetic Survey in June 1991..
 QV0387
 QV0387.The geoid height was determined by GEOID03.
 QV0387
 QV0387.The dynamic height is computed by dividing the NAVD 88
 QV0387.geopotential number by the normal gravity value computed on the
 QV0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0387.degrees latitude (g = 980.6199 gals.).
 QV0387
 QV0387.The modeled gravity was interpolated from observed gravity values.
 QV0387
 QV0387;                    North         East    Units  Estimated Accuracy
 QV0387;SPC MT       -   123,550.      853,710.      MT  (+/- 180 meters Scaled)
 QV0387
 QV0387                          SUPERSEDED SURVEY CONTROL
 QV0387
 QV0387  NGVD 29 (??/??/92) 1251.94   (m)         4107.4    (f) COMPUTED    3 0
 QV0387
 QV0387.Superseded values are not recommended for survey control.
 QV0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0387.See file dsdata.txt to determine how the superseded data were derived.
 QV0387
 QV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL009186(NAD 83)
 QV0387_MARKER: DB = BENCH MARK DISK
 QV0387_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0387_SP_SET: PREFAB CONC. POST IN EARTH
 QV0387_STAMPING: 12 JLP 1966
 QV0387_MARK LOGO: USGS  
 QV0387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0387+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0387
 QV0387  HISTORY     - Date     Condition        Report By
 QV0387  HISTORY     - 1966     MONUMENTED       USGS
 QV0387
 QV0387                          STATION DESCRIPTION
 QV0387
 QV0387'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0387'FROM BIRNEY, MONTANA, PROCEED 15.0 MILES SOUTH AND EAST ALONG A ROAD,
 QV0387'AT THE TOP OF A HILL IN SOUTHEAST 1/4 OF SECTION 18/TOWNSHIP 6
 QV0387'SOUTH/RANGE 45 EAST, 6.4 MILES SOUTH AND WEST FROM HOWE RANGER
 QV0387'STATION, 400 FEET NORTHEAST OF A LARGE ESCAVATED AREA, 52 FEET SOUTH
 QV0387'AND 2.5 FEET HIGHER THAN THE ROAD, PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0808 ***********************************************************************
 SS0808  DESIGNATION -  12 JRM
 SS0808  PID         -  SS0808
 SS0808  STATE/COUNTY-  MT/CASCADE
 SS0808  USGS QUAD   -  STOCKETT (1965)
 SS0808
 SS0808                         *CURRENT SURVEY CONTROL
 SS0808  ___________________________________________________________________
 SS0808* NAD 83(1986)-  47 16 53.     (N)    111 09 56.     (W)     SCALED    
 SS0808* NAVD 88     -      1333.779  (meters)    4375.91   (feet)  ADJUSTED  
 SS0808  ___________________________________________________________________
 SS0808  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 SS0808  DYNAMIC HT  -        1333.613 (meters)    4375.36  (feet)  COMP
 SS0808  MODELED GRAV-     980,441.0   (mgal)                       NAVD 88
 SS0808
 SS0808  VERT ORDER  -  SECOND    CLASS 0
 SS0808
 SS0808.The horizontal coordinates were scaled from a topographic map and have
 SS0808.an estimated accuracy of +/- 6 seconds.
 SS0808
 SS0808.The orthometric height was determined by differential leveling
 SS0808.and adjusted by the National Geodetic Survey in June 1991..
 SS0808
 SS0808.The geoid height was determined by GEOID03.
 SS0808
 SS0808.The dynamic height is computed by dividing the NAVD 88
 SS0808.geopotential number by the normal gravity value computed on the
 SS0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0808.degrees latitude (g = 980.6199 gals.).
 SS0808
 SS0808.The modeled gravity was interpolated from observed gravity values.
 SS0808
 SS0808;                    North         East    Units  Estimated Accuracy
 SS0808;SPC MT       -   338,180.      474,080.      MT  (+/- 180 meters Scaled)
 SS0808
 SS0808                          SUPERSEDED SURVEY CONTROL
 SS0808
 SS0808  NGVD 29 (??/??/92) 1332.823  (m)         4372.77   (f) ADJ UNCH    2 0
 SS0808
 SS0808.Superseded values are not recommended for survey control.
 SS0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0808.See file dsdata.txt to determine how the superseded data were derived.
 SS0808
 SS0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT874364(NAD 83)
 SS0808_MARKER: DD = SURVEY DISK
 SS0808_SETTING: 80 = SET IN A BOULDER
 SS0808_SP_SET: BOULDER
 SS0808_STAMPING: 12 JRM 1953 4373
 SS0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0808+STABILITY: SURFACE MOTION
 SS0808
 SS0808  HISTORY     - Date     Condition        Report By
 SS0808  HISTORY     - 1953     MONUMENTED       USGS
 SS0808  HISTORY     - 1961     GOOD             NGS
 SS0808
 SS0808                          STATION DESCRIPTION
 SS0808
 SS0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0808'8.9 MI NE FROM EDEN.
 SS0808'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0808'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 2.45
 SS0808'MILES SOUTH ALONG A COUNTY ROAD, 0.05 MILE NORTH OF A TRACK ROAD
 SS0808'LEADING EAST, IN THE TOP OF A 5 BY 6-FOOT BOULDER WHICH PROJECTS 1 1/2
 SS0808'FEET ABOVE THE GROUND, 28 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SS0808'1.0 FOOT EAST OF A FENCE, ABOUT 1 1/2 FEET HIGHER THAN THE GROUND, AND
 SS0808'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0640 ***********************************************************************
 RU0640  DESIGNATION -  12 JRP
 RU0640  PID         -  RU0640
 RU0640  STATE/COUNTY-  MT/ROSEBUD
 RU0640  USGS QUAD   -  MILLER CREEK SW (1969)
 RU0640
 RU0640                         *CURRENT SURVEY CONTROL
 RU0640  ___________________________________________________________________
 RU0640* NAD 83(1986)-  46 04 37.     (N)    106 12 21.     (W)     SCALED    
 RU0640* NAVD 88     -       951.239  (meters)    3120.86   (feet)  ADJUSTED  
 RU0640  ___________________________________________________________________
 RU0640  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 RU0640  DYNAMIC HT  -         951.093 (meters)    3120.38  (feet)  COMP
 RU0640  MODELED GRAV-     980,429.3   (mgal)                       NAVD 88
 RU0640
 RU0640  VERT ORDER  -  THIRD
 RU0640
 RU0640.The horizontal coordinates were scaled from a topographic map and have
 RU0640.an estimated accuracy of +/- 6 seconds.
 RU0640
 RU0640.The orthometric height was determined by differential leveling
 RU0640.and adjusted by the National Geodetic Survey in June 1991..
 RU0640
 RU0640.The geoid height was determined by GEOID03.
 RU0640
 RU0640.The dynamic height is computed by dividing the NAVD 88
 RU0640.geopotential number by the normal gravity value computed on the
 RU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0640.degrees latitude (g = 980.6199 gals.).
 RU0640
 RU0640.The modeled gravity was interpolated from observed gravity values.
 RU0640
 RU0640;                    North         East    Units  Estimated Accuracy
 RU0640;SPC MT       -   208,380.      854,630.      MT  (+/- 180 meters Scaled)
 RU0640
 RU0640                          SUPERSEDED SURVEY CONTROL
 RU0640
 RU0640.No superseded survey control is available for this station.
 RU0640
 RU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM067033(NAD 83)
 RU0640_MARKER: DB = BENCH MARK DISK
 RU0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0640_SP_SET: COPPER-CLAD STEEL ROD
 RU0640_STAMPING: 12 JRP 1969
 RU0640_MARK LOGO: USGS  
 RU0640_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0640+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0640
 RU0640  HISTORY     - Date     Condition        Report By
 RU0640  HISTORY     - 1969     MONUMENTED       USGS
 RU0640
 RU0640                          STATION DESCRIPTION
 RU0640
 RU0640'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0640'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0640'AND 12, THENCE 15.2 MILES SOUTHEAST AND 2.0 MILES EAST ALONG SWEENEY
 RU0640'CREEK ROAD, THENCE 1.6 MILES SOUTHEAST ALONG A WINDING MOUNTAIN ROAD,
 RU0640'APPROXIMATELY IN THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION
 RU0640'25/TOWNSHIP 4 NORTH/RANGE 44 EAST, 32 FEET NORTHEAST OF AND 2 FEET
 RU0640'HIGHER THAN THE CENTER OF THE ROAD IN A LOW SADDLE, 5 FEET SOUTH OF
 RU0640'AN IRON WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 RU0640'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0683 ***********************************************************************
 QW0683  DESIGNATION -  12 JRP
 QW0683  PID         -  QW0683
 QW0683  STATE/COUNTY-  MT/BIG HORN
 QW0683  USGS QUAD   -  DEEP CREEK (1980)
 QW0683
 QW0683                         *CURRENT SURVEY CONTROL
 QW0683  ___________________________________________________________________
 QW0683* NAD 83(1986)-  45 25 15.     (N)    108 27 41.     (W)     SCALED    
 QW0683* NAVD 88     -      1305.747  (meters)    4283.94   (feet)  POSTED    
 QW0683  ___________________________________________________________________
 QW0683  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QW0683  DYNAMIC HT  -        1305.330 (meters)    4282.57  (feet)  COMP
 QW0683  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 QW0683
 QW0683  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0683
 QW0683.The horizontal coordinates were scaled from a topographic map and have
 QW0683.an estimated accuracy of +/- 6 seconds.
 QW0683
 QW0683.The orthometric height was determined by differential leveling
 QW0683.and adjusted by the National Geodetic Survey in 1992..
 QW0683.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0683.rate of 0.0 thru 1.0 mm/km.
 QW0683
 QW0683.The geoid height was determined by GEOID03.
 QW0683
 QW0683.The dynamic height is computed by dividing the NAVD 88
 QW0683.geopotential number by the normal gravity value computed on the
 QW0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0683.degrees latitude (g = 980.6199 gals.).
 QW0683
 QW0683.The modeled gravity was interpolated from observed gravity values.
 QW0683
 QW0683;                    North         East    Units  Estimated Accuracy
 QW0683;SPC MT       -   130,670.      681,270.      MT  (+/- 180 meters Scaled)
 QW0683
 QW0683                          SUPERSEDED SURVEY CONTROL
 QW0683
 QW0683.No superseded survey control is available for this station.
 QW0683
 QW0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR986328(NAD 83)
 QW0683_MARKER: DB = BENCH MARK DISK
 QW0683_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0683_SP_SET: PREFAB CONC. POST IN EARTH
 QW0683_STAMPING: 12 JRP 1967
 QW0683_MARK LOGO: USGS  
 QW0683_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0683+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0683
 QW0683  HISTORY     - Date     Condition        Report By
 QW0683  HISTORY     - 1967     MONUMENTED       USGS
 QW0683
 QW0683                          STATION DESCRIPTION
 QW0683
 QW0683'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0683'FROM PRYOR, MONTANA, PROCEED 4.0 MILES SOUTHEAST OF POST OFFICE ALONG
 QW0683'GRADED ROAD TO A GATE, NEAR NORTHWEST CORNER OF SECTION 12/TOWNSHIP 5
 QW0683'SOUTH/RANGE 26 EAST, 20 FEET SOUTH AND 3 FEET WEST AND LEVEL WITH
 QW0683'ROAD AT A GATE, 3 FEET SOUTH AND 3 FEET WEST OF A FENCE CORNER,
 QW0683'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0350 ***********************************************************************
 QU0350  DESIGNATION -  12 RCN
 QU0350  PID         -  QU0350
 QU0350  STATE/COUNTY-  MT/CARTER
 QU0350  USGS QUAD   -  DAVIS CREEK EAST (1979)
 QU0350
 QU0350                         *CURRENT SURVEY CONTROL
 QU0350  ___________________________________________________________________
 QU0350* NAD 83(1986)-  45 38 59.     (N)    104 45 36.     (W)     SCALED    
 QU0350* NAVD 88     -      1072.364  (meters)    3518.25   (feet)  ADJUSTED  
 QU0350  ___________________________________________________________________
 QU0350  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 QU0350  DYNAMIC HT  -        1072.134 (meters)    3517.49  (feet)  COMP
 QU0350  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 QU0350
 QU0350  VERT ORDER  -  THIRD
 QU0350
 QU0350.The horizontal coordinates were scaled from a topographic map and have
 QU0350.an estimated accuracy of +/- 6 seconds.
 QU0350
 QU0350.The orthometric height was determined by differential leveling
 QU0350.and adjusted by the National Geodetic Survey in June 1991..
 QU0350
 QU0350.The geoid height was determined by GEOID03.
 QU0350
 QU0350.The dynamic height is computed by dividing the NAVD 88
 QU0350.geopotential number by the normal gravity value computed on the
 QU0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0350.degrees latitude (g = 980.6199 gals.).
 QU0350
 QU0350.The modeled gravity was interpolated from observed gravity values.
 QU0350
 QU0350;                    North         East    Units  Estimated Accuracy
 QU0350;SPC MT       -   166,730.      969,140.      MT  (+/- 180 meters Scaled)
 QU0350
 QU0350                          SUPERSEDED SURVEY CONTROL
 QU0350
 QU0350.No superseded survey control is available for this station.
 QU0350
 QU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL187551(NAD 83)
 QU0350_MARKER: DB = BENCH MARK DISK
 QU0350_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0350_SP_SET: COPPER-CLAD STEEL ROD
 QU0350_STAMPING: 12 RCN 1973 3516
 QU0350_MARK LOGO: USGS  
 QU0350_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0350+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0350
 QU0350  HISTORY     - Date     Condition        Report By
 QU0350  HISTORY     - 1973     MONUMENTED       USGS
 QU0350
 QU0350                          STATION DESCRIPTION
 QU0350
 QU0350'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0350'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 24.4 MILES SOUTH ALONG
 QU0350'CHALK BUTTES ROAD TO THE SADDLE OF A LOW HILL, 152 FEET WEST OF THE
 QU0350'CENTERLINE OF THE ROAD, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF A
 QU0350'WITNESS POST.  A COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND AND
 QU0350'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0516 ***********************************************************************
 RU0516  DESIGNATION -  12 RDS
 RU0516  PID         -  RU0516
 RU0516  STATE/COUNTY-  MT/ROSEBUD
 RU0516  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0516
 RU0516                         *CURRENT SURVEY CONTROL
 RU0516  ___________________________________________________________________
 RU0516* NAD 83(1986)-  46 46 24.     (N)    107 42 34.     (W)     SCALED    
 RU0516* NAVD 88     -       906.250  (meters)    2973.26   (feet)  ADJUSTED  
 RU0516  ___________________________________________________________________
 RU0516  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 RU0516  DYNAMIC HT  -         906.183 (meters)    2973.04  (feet)  COMP
 RU0516  MODELED GRAV-     980,509.8   (mgal)                       NAVD 88
 RU0516
 RU0516  VERT ORDER  -  SECOND    CLASS 0
 RU0516
 RU0516.The horizontal coordinates were scaled from a topographic map and have
 RU0516.an estimated accuracy of +/- 6 seconds.
 RU0516
 RU0516.The orthometric height was determined by differential leveling
 RU0516.and adjusted by the National Geodetic Survey in June 1991..
 RU0516
 RU0516.The geoid height was determined by GEOID03.
 RU0516
 RU0516.The dynamic height is computed by dividing the NAVD 88
 RU0516.geopotential number by the normal gravity value computed on the
 RU0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0516.degrees latitude (g = 980.6199 gals.).
 RU0516
 RU0516.The modeled gravity was interpolated from observed gravity values.
 RU0516
 RU0516;                    North         East    Units  Estimated Accuracy
 RU0516;SPC MT       -   281,960.      736,660.      MT  (+/- 180 meters Scaled)
 RU0516
 RU0516                          SUPERSEDED SURVEY CONTROL
 RU0516
 RU0516  NGVD 29 (??/??/92)  905.565  (m)         2971.01   (f) ADJ UNCH    2 0
 RU0516
 RU0516.Superseded values are not recommended for survey control.
 RU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0516.See file dsdata.txt to determine how the superseded data were derived.
 RU0516
 RU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM931835(NAD 83)
 RU0516_MARKER: DB = BENCH MARK DISK
 RU0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0516_SP_SET: CONCRETE POST
 RU0516_STAMPING: 12 RDS 1962
 RU0516_MARK LOGO: USGS  
 RU0516_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0516+STABILITY: SURFACE MOTION
 RU0516
 RU0516  HISTORY     - Date     Condition        Report By
 RU0516  HISTORY     - 1962     MONUMENTED       USGS
 RU0516
 RU0516                          STATION DESCRIPTION
 RU0516
 RU0516'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0516'27.0 KM (16.80 MI) NNE FROM MELSTONE.
 RU0516'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0516'THENCE 12.4 MILES NORTH ALONG GRADED AND TRACK ROADS, 3.3 MILES SOUTH
 RU0516'OF RATTLESNAKE CREEK, IN THE SE 1/4 OF SECTION 29, T. 12 N., R. 32
 RU0516'E., AT THE SUMMIT OF A SMALL RIDGE NORTH OF A SMALL POND, 165 FEET
 RU0516'NORTH OF THE CENTER OF THE ROAD AT THE NORTH END OF A DAM, 59
 RU0516'FEET WEST (NORMAL TO) OF THE CENTER OF ROAD.
 RU0516'THE MARK IS 5.3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0536 ***********************************************************************
 TK0536  DESIGNATION -  12 REB
 TK0536  PID         -  TK0536
 TK0536  STATE/COUNTY-  MT/BLAINE
 TK0536  USGS QUAD   -  HARLEM (1964)
 TK0536
 TK0536                         *CURRENT SURVEY CONTROL
 TK0536  ___________________________________________________________________
 TK0536* NAD 83(1986)-  48 35 49.     (N)    108 45 41.     (W)     SCALED    
 TK0536* NAVD 88     -       803.620  (meters)    2636.54   (feet)  POSTED    
 TK0536  ___________________________________________________________________
 TK0536  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 TK0536  DYNAMIC HT  -         803.710 (meters)    2636.84  (feet)  COMP
 TK0536  MODELED GRAV-     980,701.5   (mgal)                       NAVD 88
 TK0536
 TK0536  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0536
 TK0536.The horizontal coordinates were scaled from a topographic map and have
 TK0536.an estimated accuracy of +/- 6 seconds.
 TK0536
 TK0536.The orthometric height was determined by differential leveling
 TK0536.and adjusted by the National Geodetic Survey in 1992..
 TK0536.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0536.rate of 0.0 thru 1.0 mm/km.
 TK0536
 TK0536.The geoid height was determined by GEOID03.
 TK0536
 TK0536.The dynamic height is computed by dividing the NAVD 88
 TK0536.geopotential number by the normal gravity value computed on the
 TK0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0536.degrees latitude (g = 980.6199 gals.).
 TK0536
 TK0536.The modeled gravity was interpolated from observed gravity values.
 TK0536
 TK0536;                    North         East    Units  Estimated Accuracy
 TK0536;SPC MT       -   483,310.      654,470.      MT  (+/- 180 meters Scaled)
 TK0536
 TK0536                          SUPERSEDED SURVEY CONTROL
 TK0536
 TK0536.No superseded survey control is available for this station.
 TK0536
 TK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU650850(NAD 83)
 TK0536_MARKER: DB = BENCH MARK DISK
 TK0536_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0536+WITH SETTING: INFORMATION.
 TK0536_SP_SET: SHALLOW-SET METAL ROD
 TK0536_STAMPING: 12 REB 1979
 TK0536_MARK LOGO: USGS  
 TK0536_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0536_ROD/PIPE-DEPTH: 2.44 meters
 TK0536
 TK0536  HISTORY     - Date     Condition        Report By
 TK0536  HISTORY     - 1979     MONUMENTED       USGS
 TK0536
 TK0536                          STATION DESCRIPTION
 TK0536
 TK0536'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0536'7.7 KM (4.80 MI) NORTH FROM HARLEM.
 TK0536'4.8 MILES NORTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT ALONG
 TK0536'HIGHWAY 241, NEAR THE SOUTHWEST CORNER OF SECTION 20, T33N, R23E, 137
 TK0536'FEET NORTHWEST OF HIGHWAY 241, 63 FEET EAST OF HIGHWAY 338, 2.6 FEET
 TK0536'NORTHWEST OF THE SOUTHWEST CORNER AND 1.5 FEET WEST OF A CHAIN - LINK
 TK0536'FENCE AROUND A POWER SUB - STATION.
 TK0536'THE MARK IS 3.1 FT  S FROM  A WITNESS POST
 TK0536'THE MARK IS 2.0 FT BELOW HIGHWAY 338.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0985 ***********************************************************************
 TN0985  DESIGNATION -  12 RHM
 TN0985  PID         -  TN0985
 TN0985  STATE/COUNTY-  MT/LINCOLN
 TN0985  USGS QUAD   -  FLATIRON MOUNTAIN (1963)
 TN0985
 TN0985                         *CURRENT SURVEY CONTROL
 TN0985  ___________________________________________________________________
 TN0985* NAD 83(1986)-  48 39 07.     (N)    115 38 48.     (W)     SCALED    
 TN0985* NAVD 88     -      1209.779  (meters)    3969.08   (feet)  ADJUSTED  
 TN0985  ___________________________________________________________________
 TN0985  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 TN0985  DYNAMIC HT  -        1209.789 (meters)    3969.12  (feet)  COMP
 TN0985  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 TN0985
 TN0985  VERT ORDER  -  THIRD
 TN0985
 TN0985.The horizontal coordinates were scaled from a topographic map and have
 TN0985.an estimated accuracy of +/- 6 seconds.
 TN0985
 TN0985.The orthometric height was determined by differential leveling
 TN0985.and adjusted by the National Geodetic Survey in June 1991..
 TN0985
 TN0985.The geoid height was determined by GEOID03.
 TN0985
 TN0985.The dynamic height is computed by dividing the NAVD 88
 TN0985.geopotential number by the normal gravity value computed on the
 TN0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0985.degrees latitude (g = 980.6199 gals.).
 TN0985
 TN0985.The modeled gravity was interpolated from observed gravity values.
 TN0985
 TN0985;                    North         East    Units  Estimated Accuracy
 TN0985;SPC MT       -   506,920.      147,670.      MT  (+/- 180 meters Scaled)
 TN0985
 TN0985                          SUPERSEDED SURVEY CONTROL
 TN0985
 TN0985.No superseded survey control is available for this station.
 TN0985
 TN0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP996896(NAD 83)
 TN0985_MARKER: DB = BENCH MARK DISK
 TN0985_SETTING: 66 = SET IN ROCK OUTCROP
 TN0985_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0985_STAMPING: 12 RHM 1963
 TN0985_MARK LOGO: USGS  
 TN0985_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0985+STABILITY: POSITION/ELEVATION WELL
 TN0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0985+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0985
 TN0985  HISTORY     - Date     Condition        Report By
 TN0985  HISTORY     - 1963     MONUMENTED       USGS
 TN0985
 TN0985                          STATION DESCRIPTION
 TN0985
 TN0985'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0985'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0985'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 22.8
 TN0985'MILES NORTH ALONG ROAD 68 TO A Y-JUNCTION NORTHWEST TO LAFOE CREEK,
 TN0985'IN THE SOUTHEAST 1/4 CORNER OF SECTION 6/TOWNSHIP 33 NORTH/RANGE 31
 TN0985'WEST, 27 FEET SOUTH AND 20 FEET EAST AND 6 FEET LOWER THAN THE ROAD,
 TN0985'IN AN EMBEDDED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1080 ***********************************************************************
 SU1080  DESIGNATION -  12 RHM
 SU1080  PID         -  SU1080
 SU1080  STATE/COUNTY-  MT/FLATHEAD
 SU1080  USGS QUAD   -  COOK MOUNTAIN (1964)
 SU1080
 SU1080                         *CURRENT SURVEY CONTROL
 SU1080  ___________________________________________________________________
 SU1080* NAD 83(1986)-  47 45 59.     (N)    114 59 23.     (W)     SCALED    
 SU1080* NAVD 88     -       930.177  (meters)    3051.76   (feet)  ADJUSTED  
 SU1080  ___________________________________________________________________
 SU1080  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SU1080  DYNAMIC HT  -         930.132 (meters)    3051.61  (feet)  COMP
 SU1080  MODELED GRAV-     980,533.3   (mgal)                       NAVD 88
 SU1080
 SU1080  VERT ORDER  -  THIRD
 SU1080
 SU1080.The horizontal coordinates were scaled from a topographic map and have
 SU1080.an estimated accuracy of +/- 6 seconds.
 SU1080
 SU1080.The orthometric height was determined by differential leveling
 SU1080.and adjusted by the National Geodetic Survey in June 1991..
 SU1080
 SU1080.The geoid height was determined by GEOID03.
 SU1080
 SU1080.The dynamic height is computed by dividing the NAVD 88
 SU1080.geopotential number by the normal gravity value computed on the
 SU1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1080.degrees latitude (g = 980.6199 gals.).
 SU1080
 SU1080.The modeled gravity was interpolated from observed gravity values.
 SU1080
 SU1080;                    North         East    Units  Estimated Accuracy
 SU1080;SPC MT       -   405,140.      189,030.      MT  (+/- 180 meters Scaled)
 SU1080
 SU1080                          SUPERSEDED SURVEY CONTROL
 SU1080
 SU1080.No superseded survey control is available for this station.
 SU1080
 SU1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN506922(NAD 83)
 SU1080_MARKER: DB = BENCH MARK DISK
 SU1080_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1080_SP_SET: PREFAB CONC. POST IN EARTH
 SU1080_STAMPING: 12 RHM 1964
 SU1080_MARK LOGO: USGS  
 SU1080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1080+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1080
 SU1080  HISTORY     - Date     Condition        Report By
 SU1080  HISTORY     - 1964     MONUMENTED       USGS
 SU1080
 SU1080                          STATION DESCRIPTION
 SU1080
 SU1080'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1080'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1080'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 23.9 MILES
 SU1080'SOUTH ALONG THOMPSON RIVER ROAD TO BIG PRAIRIE AREA, 11.5 MILES SOUTH
 SU1080'OF BEND GUARD STATION, 86 FEET SOUTHWEST OF A Y-ROAD AND 46 FEET
 SU1080'NORTHWEST OF MAIN ROAD AND 1.0 FOOT HIGHER THAN ROAD OPPOSITE BM,
 SU1080'PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0703 ***********************************************************************
 TL0703  DESIGNATION -  12 WCA
 TL0703  PID         -  TL0703
 TL0703  STATE/COUNTY-  MT/LIBERTY
 TL0703  USGS QUAD   -  BOBCAT COULEE SE (1963)
 TL0703
 TL0703                         *CURRENT SURVEY CONTROL
 TL0703  ___________________________________________________________________
 TL0703* NAD 83(1986)-  48 52 11.     (N)    110 46 25.     (W)     SCALED    
 TL0703* NAVD 88     -       965.099  (meters)    3166.33   (feet)  ADJUSTED  
 TL0703  ___________________________________________________________________
 TL0703  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 TL0703  DYNAMIC HT  -         965.198 (meters)    3166.65  (feet)  COMP
 TL0703  MODELED GRAV-     980,679.0   (mgal)                       NAVD 88
 TL0703
 TL0703  VERT ORDER  -  THIRD
 TL0703
 TL0703.The horizontal coordinates were scaled from a topographic map and have
 TL0703.an estimated accuracy of +/- 6 seconds.
 TL0703
 TL0703.The orthometric height was determined by differential leveling
 TL0703.and adjusted by the National Geodetic Survey in June 1991..
 TL0703
 TL0703.The geoid height was determined by GEOID03.
 TL0703
 TL0703.The dynamic height is computed by dividing the NAVD 88
 TL0703.geopotential number by the normal gravity value computed on the
 TL0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0703.degrees latitude (g = 980.6199 gals.).
 TL0703
 TL0703.The modeled gravity was interpolated from observed gravity values.
 TL0703
 TL0703;                    North         East    Units  Estimated Accuracy
 TL0703;SPC MT       -   514,140.      506,580.      MT  (+/- 180 meters Scaled)
 TL0703
 TL0703                          SUPERSEDED SURVEY CONTROL
 TL0703
 TL0703.No superseded survey control is available for this station.
 TL0703
 TL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV166129(NAD 83)
 TL0703_MARKER: DB = BENCH MARK DISK
 TL0703_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0703_SP_SET: PREFAB CONC. POST IN EARTH
 TL0703_STAMPING: 12 WCA 1963 3164
 TL0703_MARK LOGO: USGS  
 TL0703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0703+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0703
 TL0703  HISTORY     - Date     Condition        Report By
 TL0703  HISTORY     - 1963     MONUMENTED       USGS
 TL0703
 TL0703                          STATION DESCRIPTION
 TL0703
 TL0703'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0703'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 21.6 MILES NORTH
 TL0703'ALONG JOPLIN ROAD, IN THE NORTHEAST CORNER OF SECTION 23/TOWNSHIP 36
 TL0703'NORTH/RANGE 7 EAST, 25 FEET SOUTH OF AN EAST-WEST TRACK ROAD AND 47
 TL0703'FEET WEST OF A NORTH-SOUTH ROAD AND 0.8 FEET LOWER THAN CROSSROADS
 TL0703'AND 4.2 FET NORTH OF A TELEPHONE POLE, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0683 ***********************************************************************
 TJ0683  DESIGNATION -  12 WR
 TJ0683  PID         -  TJ0683
 TJ0683  STATE/COUNTY-  MT/PHILLIPS
 TJ0683  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0683
 TJ0683                         *CURRENT SURVEY CONTROL
 TJ0683  ___________________________________________________________________
 TJ0683* NAD 83(1986)-  48 40 37.     (N)    107 42 53.     (W)     SCALED    
 TJ0683* NAVD 88     -       767.603  (meters)    2518.38   (feet)  POSTED    
 TJ0683  ___________________________________________________________________
 TJ0683  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TJ0683  DYNAMIC HT  -         767.700 (meters)    2518.70  (feet)  COMP
 TJ0683  MODELED GRAV-     980,711.8   (mgal)                       NAVD 88
 TJ0683
 TJ0683  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0683
 TJ0683.The horizontal coordinates were scaled from a topographic map and have
 TJ0683.an estimated accuracy of +/- 6 seconds.
 TJ0683
 TJ0683.The orthometric height was determined by differential leveling
 TJ0683.and adjusted by the National Geodetic Survey in 1992..
 TJ0683.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0683.rate of 0.0 thru 1.0 mm/km.
 TJ0683
 TJ0683.The geoid height was determined by GEOID03.
 TJ0683
 TJ0683.The dynamic height is computed by dividing the NAVD 88
 TJ0683.geopotential number by the normal gravity value computed on the
 TJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0683.degrees latitude (g = 980.6199 gals.).
 TJ0683
 TJ0683.The modeled gravity was interpolated from observed gravity values.
 TJ0683
 TJ0683;                    North         East    Units  Estimated Accuracy
 TJ0683;SPC MT       -   493,440.      731,440.      MT  (+/- 180 meters Scaled)
 TJ0683
 TJ0683                          SUPERSEDED SURVEY CONTROL
 TJ0683
 TJ0683.No superseded survey control is available for this station.
 TJ0683
 TJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP001951(NAD 83)
 TJ0683_MARKER: DB = BENCH MARK DISK
 TJ0683_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0683_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0683_STAMPING: 12 WR 2516 1968
 TJ0683_MARK LOGO: USGS  
 TJ0683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0683+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0683
 TJ0683  HISTORY     - Date     Condition        Report By
 TJ0683  HISTORY     - 1968     MONUMENTED       USGS
 TJ0683
 TJ0683                          STATION DESCRIPTION
 TJ0683
 TJ0683'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0683'FROM WHITEWATER, MONTANA, PROCEED 7.7 MILES SOUTHWEST ALONG THE
 TJ0683'MALTA-WHITEWATER ROAD, 85 FEET SOUTH AND 17 FEET WEST AND 1.0 FOOT
 TJ0683'HIGHER THAN THE CENTERLINE OF THE ROAD AT RANGE ROAD SOUTH,
 TJ0683'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0042 ***********************************************************************
 TH0042  DESIGNATION -  120/2
 TH0042  PID         -  TH0042
 TH0042  STATE/COUNTY-  MT/ROOSEVELT
 TH0042  USGS QUAD   -  BAINVILLE SW (1989)
 TH0042
 TH0042                         *CURRENT SURVEY CONTROL
 TH0042  ___________________________________________________________________
 TH0042* NAD 83(1986)-  48 04 39.     (N)    104 11 04.     (W)     SCALED    
 TH0042* NAVD 88     -       580.908  (meters)    1905.86   (feet)  ADJUSTED  
 TH0042  ___________________________________________________________________
 TH0042  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 TH0042  DYNAMIC HT  -         580.974 (meters)    1906.08  (feet)  COMP
 TH0042  MODELED GRAV-     980,706.6   (mgal)                       NAVD 88
 TH0042
 TH0042  VERT ORDER  -  FIRST     CLASS II
 TH0042
 TH0042.The horizontal coordinates were scaled from a topographic map and have
 TH0042.an estimated accuracy of +/- 6 seconds.
 TH0042
 TH0042.The orthometric height was determined by differential leveling
 TH0042.and adjusted by the National Geodetic Survey in June 1991..
 TH0042
 TH0042.The geoid height was determined by GEOID03.
 TH0042
 TH0042.The dynamic height is computed by dividing the NAVD 88
 TH0042.geopotential number by the normal gravity value computed on the
 TH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0042.degrees latitude (g = 980.6199 gals.).
 TH0042
 TH0042.The modeled gravity was interpolated from observed gravity values.
 TH0042
 TH0042;                    North         East    Units  Estimated Accuracy
 TH0042;SPC MT       -   438,740.      995,610.      MT  (+/- 180 meters Scaled)
 TH0042
 TH0042                          SUPERSEDED SURVEY CONTROL
 TH0042
 TH0042  NGVD 29 (??/??/92)  580.372  (m)         1904.10   (f) ADJ UNCH    1 2
 TH0042
 TH0042.Superseded values are not recommended for survey control.
 TH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0042.See file dsdata.txt to determine how the superseded data were derived.
 TH0042
 TH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP607252(NAD 83)
 TH0042_MARKER: P = PIPE CAP
 TH0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0042
 TH0042  HISTORY     - Date     Condition        Report By
 TH0042  HISTORY     - UNK      MONUMENTED       MORC
 TH0042  HISTORY     - 1934     GOOD             NGS
 TH0042
 TH0042                          STATION DESCRIPTION
 TH0042
 TH0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0042'IN LAKESIDE.
 TH0042'AT LAKESIDE, ROOSEVELT COUNTY, ON THE GREAT NORTHERN RAILWAY, 95 FEET
 TH0042'SOUTH AND 135 FEET WEST OF THE STATION, AND 3 POLES EAST OF MILEPOST
 TH0042'153.  A MISSOURI RIVER COMMISSION STANDARD CAP, FASTENED ON THE TOP OF
 TH0042'AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0592 ***********************************************************************
 TH0592  DESIGNATION -  121/2
 TH0592  PID         -  TH0592
 TH0592  STATE/COUNTY-  MT/ROOSEVELT
 TH0592  USGS QUAD   -  BAINVILLE SW (1989)
 TH0592
 TH0592                         *CURRENT SURVEY CONTROL
 TH0592  ___________________________________________________________________
 TH0592* NAD 83(1992)-  48 03 38.76971(N)    104 07 55.61635(W)     ADJUSTED  
 TH0592* NAVD 88     -        76.89   (+/-2cm)     252.3    (feet)  VERTCON   
 TH0592  ___________________________________________________________________
 TH0592  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 TH0592  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 TH0592
 TH0592  HORZ ORDER  -  SECOND
 TH0592  VERT ORDER  -  THIRD ? (See Below)
 TH0592
 TH0592.The horizontal coordinates were established by classical geodetic methods
 TH0592.and adjusted by the National Geodetic Survey in July 1992..
 TH0592
 TH0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0592.The vertical order pertains to the NGVD 29 superseded value.
 TH0592
 TH0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0592
 TH0592.The geoid height was determined by GEOID03.
 TH0592
 TH0592;                    North         East     Units Scale Factor Converg.
 TH0592;SPC MT       -   437,148.767   999,620.752   MT  0.99956048   +3 55 35.9
 TH0592;SPC MT       - 1,434,215.11  3,279,595.64   iFT  0.99956048   +3 55 35.9
 TH0592;UTM  13      - 5,323,418.836   564,663.942   MT  0.99965138   +0 38 44.2
 TH0592
 TH0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0592!SPC MT       -   0.99999077  x   0.99956048  =   0.99955125
 TH0592!UTM  13      -   0.99999077  x   0.99965138  =   0.99964215
 TH0592
 TH0592:                Primary Azimuth Mark                     Grid Az
 TH0592:SPC MT       -  CUT OFF                                  195 54 41.5
 TH0592:UTM  13      -  CUT OFF                                  199 11 33.2
 TH0592
 TH0592|---------------------------------------------------------------------|
 TH0592| PID    Reference Object                     Distance      Geod. Az  |
 TH0592|                                                           dddmmss.s |
 TH0592| SP0359 CUT OFF                             APPROX. 7.5 KM 1995017.4 |
 TH0592|---------------------------------------------------------------------|
 TH0592
 TH0592                          SUPERSEDED SURVEY CONTROL
 TH0592
 TH0592  NAD 83(1986)-  48 03 38.76938(N)    104 07 55.61612(W) AD(       ) 2
 TH0592  NAD 27      -  48 03 38.70000(N)    104 07 53.83600(W) AD(       ) 2
 TH0592  NGVD 29 (07/19/86)   76.35   (m)          250.5    (f) LEVELING    3  
 TH0592
 TH0592.Superseded values are not recommended for survey control.
 TH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0592.See file dsdata.txt to determine how the superseded data were derived.
 TH0592
 TH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP6466423419(NAD 83)
 TH0592_MARKER: P = PIPE CAP
 TH0592_SETTING: 0 = UNSPECIFIED SETTING
 TH0592
 TH0592  HISTORY     - Date     Condition        Report By
 TH0592  HISTORY     - 1912     MONUMENTED       MORC
 TH0592  HISTORY     - 1935     GOOD             CGS
 TH0592
 TH0592                          STATION DESCRIPTION
 TH0592
 TH0592'DESCRIBED BY MISSOURI RIVER COMMISSION 1912 (EHP)
 TH0592'THIS STATION IS A BENCH MARK OF THE MISSOURI RIVER COMMISSION.
 TH0592'IT IS ABOUT 2 MILES WEST OF SNOWDEN WATER TANK AND SECTION
 TH0592'HOUSE, 350 METERS NORTH OF THE GREAT NORTHERN RAILWAY TRACK, AND
 TH0592'ABOUT 15 METERS SOUTH OF THE MONDAK-BAINVILLE WAGON ROAD, IN A
 TH0592'HAY FIELD OWNED BY PETER BELLAND.  THE STATION IS MARKED BY A
 TH0592'HEAVY CAST-IRON CAP ON THE TOP OF A 5-INCH IRON PIPE, THE PIPE
 TH0592'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  ON THE CAP IS A
 TH0592'CON-CENTRIC CYLINDRICAL KNOB ONE-HALF INCH HIGH AND THE LEGEND
 TH0592'MISSOURI RIVER COMMISSION U.S.B.M.
 TH0592
 TH0592                          STATION RECOVERY (1935)
 TH0592
 TH0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TH0592'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  MARK IS
 TH0592'FLUSH WITH THE GROUND AND IS SURMOUNTED BY CAIRN.  THE LAND
 TH0592'REFERRED TO AS BELONGING TO PETER BELLAND IS, AND HAS BEEN OWNED
 TH0592'BY OLE BELLAND.  STATION IS 82 FEET SOUTH OF THE SOUTH HEADWALL
 TH0592'OF A CULVERT ON THE ROAD FOLLOWING THE RAILROAD TRACK NORTHWEST
 TH0592'OF SNOWDEN, MONTANA, AND PASSING THE BELLAND HOUSE, AND IS ABOUT
 TH0592'450 FEET NORTH OF THE GREAT NORTHERN RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0039 ***********************************************************************
 TH0039  DESIGNATION -  122/2
 TH0039  PID         -  TH0039
 TH0039  STATE/COUNTY-  MT/ROOSEVELT
 TH0039  USGS QUAD   -  BAINVILLE SE (1989)
 TH0039
 TH0039                         *CURRENT SURVEY CONTROL
 TH0039  ___________________________________________________________________
 TH0039* NAD 83(1996)-  48 01 48.36420(N)    104 05 20.60560(W)     ADJUSTED  
 TH0039* NAVD 88     -       578.486  (meters)    1897.92   (feet)  ADJUSTED  
 TH0039  ___________________________________________________________________
 TH0039  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 TH0039  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 TH0039  DYNAMIC HT  -         578.542 (meters)    1898.10  (feet)  COMP
 TH0039  MODELED GRAV-     980,688.7   (mgal)                       NAVD 88
 TH0039
 TH0039  HORZ ORDER  -  SECOND
 TH0039  VERT ORDER  -  FIRST     CLASS II
 TH0039
 TH0039.The horizontal coordinates were established by classical geodetic methods
 TH0039.and adjusted by the National Geodetic Survey in January 1998..
 TH0039
 TH0039.The orthometric height was determined by differential leveling
 TH0039.and adjusted by the National Geodetic Survey in June 1991..
 TH0039
 TH0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0039
 TH0039.The geoid height was determined by GEOID03.
 TH0039
 TH0039.The dynamic height is computed by dividing the NAVD 88
 TH0039.geopotential number by the normal gravity value computed on the
 TH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0039.degrees latitude (g = 980.6199 gals.).
 TH0039
 TH0039.The modeled gravity was interpolated from observed gravity values.
 TH0039
 TH0039;                    North         East     Units Scale Factor Converg.
 TH0039;SPC MT       -   433,968.944 1,003,056.515   MT  0.99955077   +3 57 29.3
 TH0039;SPC MT       - 1,423,782.62  3,290,867.83   iFT  0.99955077   +3 57 29.3
 TH0039;UTM  13      - 5,320,047.259   567,912.406   MT  0.99965667   +0 40 38.3
 TH0039
 TH0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0039!SPC MT       -   0.99991215  x   0.99955077  =   0.99946296
 TH0039!UTM  13      -   0.99991215  x   0.99965667  =   0.99956885
 TH0039
 TH0039:                Primary Azimuth Mark                     Grid Az
 TH0039:SPC MT       -  FERRY                                    165 48 08.3
 TH0039:UTM  13      -  FERRY                                    169 04 59.3
 TH0039
 TH0039|---------------------------------------------------------------------|
 TH0039| PID    Reference Object                     Distance      Geod. Az  |
 TH0039|                                                           dddmmss.s |
 TH0039| SP0358 FERRY                               APPROX. 6.0 KM 1694537.6 |
 TH0039|---------------------------------------------------------------------|
 TH0039
 TH0039                          SUPERSEDED SURVEY CONTROL
 TH0039
 TH0039  NAD 83(1992)-  48 01 48.36414(N)    104 05 20.60559(W) AD(       ) 2
 TH0039  NAD 83(1986)-  48 01 48.36399(N)    104 05 20.60545(W) AD(       ) 2
 TH0039  NAD 27      -  48 01 48.29400(N)    104 05 18.83200(W) AD(       ) 2
 TH0039  NGVD 29 (07/19/86)  578.40   (m)         1897.6    (f) LEVELING    3  
 TH0039
 TH0039.Superseded values are not recommended for survey control.
 TH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0039.See file dsdata.txt to determine how the superseded data were derived.
 TH0039
 TH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP6791220047(NAD 83)
 TH0039_MARKER: P = PIPE CAP
 TH0039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0039
 TH0039  HISTORY     - Date     Condition        Report By
 TH0039  HISTORY     - 1912     MONUMENTED       MORC
 TH0039  HISTORY     - 1935     GOOD             CGS
 TH0039  HISTORY     - 1953     MARK NOT FOUND   LOCSUR
 TH0039
 TH0039                          STATION DESCRIPTION
 TH0039
 TH0039'DESCRIBED BY MISSOURI RIVER COMMISSION 1912 (EHP)
 TH0039'THIS STATION IS A BENCH MARK OF THE MISSOURI RIVER COMMISSION.
 TH0039'IT IS ABOUT 2 MILES WEST OF MONDAK, THREE-FOURTHS MILE EAST OF
 TH0039'SNOWDEN, AND 100 FEET SOUTH OF THE GREAT NORTHERN RAILWAY TRACK,
 TH0039'ON THE NORTH SIDE OF A PUBLIC ROAD CLOSE TO THE GATE AT THE
 TH0039'PRIVATE ROAD CROSSING OPPOSITE DAN STEELES HOUSE.  THE STATION
 TH0039'IS MARKED BY A HEAVY CAST-IRON CAP ON THE TOP OF A 5-INCH IRON
 TH0039'PIPE.  ON THE CAP IS A CON-CENTRIC CYLINDRICAL KNOB ONE-HALF
 TH0039'INCH HIGH AND THE LEGEND MISSOURI RIVER COMMISSION U.S.B.M.
 TH0039
 TH0039                          STATION RECOVERY (1935)
 TH0039
 TH0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TH0039'THE STATION IS LOCATED IN THE VILLAGE OF SNOWDEN, 110 FEET
 TH0039'SOUTHWEST OF THE CENTER OF THE MAIN TRACK OF THE GREAT NORTHERN
 TH0039'RAILROAD AND ABOUT 375 FEET WEST OF THE SOUTHWEST CORNER OF THE
 TH0039'DEPOT.  IT IS IN GOOD CONDITION AND PROJECTS ABOUT 6 INCHES
 TH0039'ABOVE THE GROUND.
 TH0039
 TH0039                          STATION RECOVERY (1953)
 TH0039
 TH0039'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 TH0039'IN SNOWDEN.
 TH0039'AT SNOWDEN, ROOSEVELT COUNTY, ABOUT 165 YARDS WEST OF THE GREAT
 TH0039'NORTHERN RAILWAY STATION, ABOUT 100 FEET SOUTH OF THE TRACK, AT THE
 TH0039'SOUTHWEST CORNER OF A GARAGE, AND IN THE CENTER OF A JUNK PILE.  A
 TH0039'MISSOURI RIVER COMMISSION STANDARD CAP FASTENED ON THE TOP OF AN IRON
 TH0039'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0038 ***********************************************************************
 TH0038  DESIGNATION -  123/2
 TH0038  PID         -  TH0038
 TH0038  STATE/COUNTY-  MT/ROOSEVELT
 TH0038  USGS QUAD   -  BAINVILLE SE (1989)
 TH0038
 TH0038                         *CURRENT SURVEY CONTROL
 TH0038  ___________________________________________________________________
 TH0038* NAD 83(1992)-  48 00 10.51907(N)    104 02 46.65779(W)     ADJUSTED  
 TH0038* NAVD 88     -       581.360  (meters)    1907.35   (feet)  POSTED    
 TH0038  ___________________________________________________________________
 TH0038  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 TH0038  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 TH0038  DYNAMIC HT  -         581.410 (meters)    1907.51  (feet)  COMP
 TH0038  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 TH0038
 TH0038  HORZ ORDER  -  SECOND
 TH0038  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TH0038
 TH0038.The horizontal coordinates were established by classical geodetic methods
 TH0038.and adjusted by the National Geodetic Survey in July 1992..
 TH0038
 TH0038.The orthometric height was determined by differential leveling
 TH0038.and adjusted by the National Geodetic Survey in 1992..
 TH0038.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TH0038.rate of 1.1 thru 2.0 mm/km.
 TH0038
 TH0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0038
 TH0038.The geoid height was determined by GEOID03.
 TH0038
 TH0038.The dynamic height is computed by dividing the NAVD 88
 TH0038.geopotential number by the normal gravity value computed on the
 TH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0038.degrees latitude (g = 980.6199 gals.).
 TH0038
 TH0038.The modeled gravity was interpolated from observed gravity values.
 TH0038
 TH0038;                    North         East     Units Scale Factor Converg.
 TH0038;SPC MT       -   431,176.483 1,006,446.943   MT  0.99954240   +3 59 21.9
 TH0038;SPC MT       - 1,414,621.01  3,301,991.28   iFT  0.99954240   +3 59 21.9
 TH0038;UTM  13      - 5,317,065.011   571,137.835   MT  0.99966218   +0 42 31.7
 TH0038
 TH0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0038!SPC MT       -   0.99991170  x   0.99954240  =   0.99945414
 TH0038!UTM  13      -   0.99991170  x   0.99966218  =   0.99957391
 TH0038
 TH0038                          SUPERSEDED SURVEY CONTROL
 TH0038
 TH0038  NAD 83(1986)-  48 00 10.51915(N)    104 02 46.65772(W) AD(       ) 2
 TH0038  NAD 27      -  48 00 10.45000(N)    104 02 44.89000(W) AD(       ) 2
 TH0038  NGVD 29 (??/??/92)  580.825  (m)         1905.59   (f) ADJ UNCH    1 2
 TH0038
 TH0038.Superseded values are not recommended for survey control.
 TH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0038.See file dsdata.txt to determine how the superseded data were derived.
 TH0038
 TH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP7113817065(NAD 83)
 TH0038_MARKER: P = PIPE CAP
 TH0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0038
 TH0038  HISTORY     - Date     Condition        Report By
 TH0038  HISTORY     - UNK      MONUMENTED       MORC
 TH0038  HISTORY     - 1934     GOOD             NGS
 TH0038  HISTORY     - 1935     POOR             CGS
 TH0038
 TH0038                          STATION DESCRIPTION
 TH0038
 TH0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0038'IN FORT UNION.
 TH0038'AT FORT UNION, ROOSEVELT COUNTY, ON THE GREAT NORTHERN RAILWAY 400
 TH0038'FEET SOUTH OF A COUNTY-ROAD CROSSING, AND 200 FEET SOUTH OF A HIGHWAY.
 TH0038'A MISSOURI RIVER COMMISSION STANDARD CAP, FASTENED ON THE TOP OF AN
 TH0038'IRON PIPE.
 TH0038
 TH0038                          STATION RECOVERY (1935)
 TH0038
 TH0038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TH0038'STATION WAS FOUND IN FORT UNION, 113 FEET SOUTH OF THE CENTER
 TH0038'OF THE SOUTH TRACK OF THE GREAT NORTHERN RAILROAD, AND 183 FEET
 TH0038'SOUTHWEST OF THE CENTER OF THE SOUTH TRACK CROSSING.  TOP OF
 TH0038'PIPE HAS BEEN MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0036 ***********************************************************************
 QW0036  DESIGNATION -  13
 QW0036  PID         -  QW0036
 QW0036  STATE/COUNTY-  MT/YELLOWSTONE
 QW0036  USGS QUAD   -  NIBBE (1980)
 QW0036
 QW0036                         *CURRENT SURVEY CONTROL
 QW0036  ___________________________________________________________________
 QW0036* NAD 83(1986)-  45 57 04.     (N)    108 06 44.     (W)     SCALED    
 QW0036* NAVD 88     -       926.627  (meters)    3040.11   (feet)  POSTED    
 QW0036  ___________________________________________________________________
 QW0036  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 QW0036  DYNAMIC HT  -         926.460 (meters)    3039.56  (feet)  COMP
 QW0036  MODELED GRAV-     980,403.9   (mgal)                       NAVD 88
 QW0036
 QW0036  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0036
 QW0036.The horizontal coordinates were scaled from a topographic map and have
 QW0036.an estimated accuracy of +/- 6 seconds.
 QW0036
 QW0036.The orthometric height was determined by differential leveling
 QW0036.and adjusted by the National Geodetic Survey in 1992..
 QW0036.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0036.rate of 0.0 thru 1.0 mm/km.
 QW0036
 QW0036.The geoid height was determined by GEOID03.
 QW0036
 QW0036.The dynamic height is computed by dividing the NAVD 88
 QW0036.geopotential number by the normal gravity value computed on the
 QW0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0036.degrees latitude (g = 980.6199 gals.).
 QW0036
 QW0036.The modeled gravity was interpolated from observed gravity values.
 QW0036
 QW0036;                    North         East    Units  Estimated Accuracy
 QW0036;SPC MT       -   190,000.      707,540.      MT  (+/- 180 meters Scaled)
 QW0036
 QW0036                          SUPERSEDED SURVEY CONTROL
 QW0036
 QW0036.No superseded survey control is available for this station.
 QW0036
 QW0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR238926(NAD 83)
 QW0036_MARKER: DD = SURVEY DISK
 QW0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0036_SP_SET: COPING
 QW0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0036
 QW0036  HISTORY     - Date     Condition        Report By
 QW0036  HISTORY     - UNK      MONUMENTED       BOR
 QW0036  HISTORY     - 1957     MARK NOT FOUND   NGS
 QW0036
 QW0036                          STATION DESCRIPTION
 QW0036
 QW0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0036'1.6 MI E FROM BALLANTINE.
 QW0036'1.6 MILES EAST ALONG THE CHESAPEAKE, BURLINGTON AND QUINCY RAILROAD
 QW0036'FROM THE STATION AT BALLANTINE, AT THE CROSSING OF LATERAL H.A., 5
 QW0036'INCHES FROM THE FACE OF THE HEADWALL, IN THE CENTER OF THE NORTH
 QW0036'COPING AND 11 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A U.S.
 QW0036'RECLAMATION SERVICE STANDARD DISK.  NOTE-- THE HEADWALL HAS BEEN BUILT
 QW0036'HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0109 ***********************************************************************
 RW0109  DESIGNATION -  13
 RW0109  PID         -  RW0109
 RW0109  STATE/COUNTY-  MT/MEAGHER
 RW0109  USGS QUAD   -  RINGLING (1980)
 RW0109
 RW0109                         *CURRENT SURVEY CONTROL
 RW0109  ___________________________________________________________________
 RW0109* NAD 83(1986)-  46 19 44.     (N)    110 48 16.     (W)     SCALED    
 RW0109* NAVD 88     -      1655.728  (meters)    5432.17   (feet)  ADJUSTED  
 RW0109  ___________________________________________________________________
 RW0109  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 RW0109  DYNAMIC HT  -        1655.226 (meters)    5430.52  (feet)  COMP
 RW0109  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 RW0109
 RW0109  VERT ORDER  -  SECOND    CLASS 0
 RW0109
 RW0109.The horizontal coordinates were scaled from a topographic map and have
 RW0109.an estimated accuracy of +/- 6 seconds.
 RW0109
 RW0109.The orthometric height was determined by differential leveling
 RW0109.and adjusted by the National Geodetic Survey in June 1991..
 RW0109
 RW0109.The geoid height was determined by GEOID03.
 RW0109
 RW0109.The dynamic height is computed by dividing the NAVD 88
 RW0109.geopotential number by the normal gravity value computed on the
 RW0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0109.degrees latitude (g = 980.6199 gals.).
 RW0109
 RW0109.The modeled gravity was interpolated from observed gravity values.
 RW0109
 RW0109;                    North         East    Units  Estimated Accuracy
 RW0109;SPC MT       -   231,850.      499,610.      MT  (+/- 180 meters Scaled)
 RW0109
 RW0109                          SUPERSEDED SURVEY CONTROL
 RW0109
 RW0109  NGVD 29 (??/??/92) 1654.591  (m)         5428.44   (f) ADJ UNCH    2 0
 RW0109
 RW0109.Superseded values are not recommended for survey control.
 RW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0109.See file dsdata.txt to determine how the superseded data were derived.
 RW0109
 RW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS150306(NAD 83)
 RW0109_MARKER: DD = SURVEY DISK
 RW0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0109_STAMPING: 13
 RW0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0109+STABILITY: SURFACE MOTION
 RW0109
 RW0109  HISTORY     - Date     Condition        Report By
 RW0109  HISTORY     - UNK      MONUMENTED
 RW0109  HISTORY     - 1947     GOOD             NGS
 RW0109
 RW0109                          STATION DESCRIPTION
 RW0109
 RW0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RW0109'3.8 MI N FROM RINGLING.
 RW0109'3.8 MILES NORTH ALONG U.S. HIGHWAY 89 FROM RINGLING, NEAR THE TOP OF A
 RW0109'SMALL GRADE, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET
 RW0109'EAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 RW0109'13 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0664 ***********************************************************************
 QW0664  DESIGNATION -  13 DHW
 QW0664  PID         -  QW0664
 QW0664  STATE/COUNTY-  MT/YELLOWSTONE
 QW0664  USGS QUAD   -  SODA SPRINGS (1967)
 QW0664
 QW0664                         *CURRENT SURVEY CONTROL
 QW0664  ___________________________________________________________________
 QW0664* NAD 83(1986)-  45 35 18.     (N)    108 15 29.     (W)     SCALED    
 QW0664* NAVD 88     -      1138.171  (meters)    3734.15   (feet)  POSTED    
 QW0664  ___________________________________________________________________
 QW0664  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 QW0664  DYNAMIC HT  -        1137.890 (meters)    3733.23  (feet)  COMP
 QW0664  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 QW0664
 QW0664  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0664
 QW0664.The horizontal coordinates were scaled from a topographic map and have
 QW0664.an estimated accuracy of +/- 6 seconds.
 QW0664
 QW0664.The orthometric height was determined by differential leveling
 QW0664.and adjusted by the National Geodetic Survey in 1992..
 QW0664.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0664.rate of 0.0 thru 1.0 mm/km.
 QW0664
 QW0664.The geoid height was determined by GEOID03.
 QW0664
 QW0664.The dynamic height is computed by dividing the NAVD 88
 QW0664.geopotential number by the normal gravity value computed on the
 QW0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0664.degrees latitude (g = 980.6199 gals.).
 QW0664
 QW0664.The modeled gravity was interpolated from observed gravity values.
 QW0664
 QW0664;                    North         East    Units  Estimated Accuracy
 QW0664;SPC MT       -   149,510.      696,880.      MT  (+/- 180 meters Scaled)
 QW0664
 QW0664                          SUPERSEDED SURVEY CONTROL
 QW0664
 QW0664.No superseded survey control is available for this station.
 QW0664
 QW0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR138519(NAD 83)
 QW0664_MARKER: DB = BENCH MARK DISK
 QW0664_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0664_SP_SET: PREFAB CONC. POST IN EARTH
 QW0664_STAMPING: 13 DHW 1967
 QW0664_MARK LOGO: USGS  
 QW0664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0664+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0664
 QW0664  HISTORY     - Date     Condition        Report By
 QW0664  HISTORY     - 1967     MONUMENTED       USGS
 QW0664
 QW0664                          STATION DESCRIPTION
 QW0664
 QW0664'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0664'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 15.6 MILES
 QW0664'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A JUNCTION WITH A RANCH ROAD,
 QW0664'THENCE 7.29 MILES NORTHWEST ALONG RANCH ROAD TO A GATE IN A
 QW0664'NORTHEAST-SOUTHWEST FENCE, 2.2 MILES NORTHWEST OF CORMIERS EAST FORK
 QW0664'CAMP, IN NORTHWEST CORNER OF SECTION 10/TOWNSHIP 3 SOUTH/RANGE 28
 QW0664'EAST, 67 FEET SOUTHWEST ALONG THE ROAD FROM A GATE AND 26 FEET
 QW0664'NORTHWEST OF THE ROAD, 2 FEET SOUTHEAST OF THE FENCE, WITNESS SIGN 1
 QW0664'FOOT NORTHWEST OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB5604 ***********************************************************************
 AB5604  DESIGNATION -  13 JFB
 AB5604  PID         -  AB5604
 AB5604  STATE/COUNTY-  MT/TOOLE
 AB5604  USGS QUAD   -  HAWTHORNE SCHOOL (1962)
 AB5604
 AB5604                         *CURRENT SURVEY CONTROL
 AB5604  ___________________________________________________________________
 AB5604* NAD 83(1999)-  48 44 26.84146(N)    111 24 15.08995(W)     ADJUSTED  
 AB5604* NAVD 88     -      1072.3    (meters)    3518.     (feet)  GPS OBS   
 AB5604  ___________________________________________________________________
 AB5604  X           -  -1,538,186.098 (meters)                     COMP
 AB5604  Y           -  -3,924,143.227 (meters)                     COMP
 AB5604  Z           -   4,772,392.904 (meters)                     COMP
 AB5604  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AB5604  ELLIP HEIGHT-        1057.46  (meters)          (05/11/01) GPS OBS
 AB5604  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 AB5604
 AB5604  HORZ ORDER  -  FIRST
 AB5604  ELLP ORDER  -  FIFTH     CLASS II
 AB5604
 AB5604.The horizontal coordinates were established by GPS observations
 AB5604.and adjusted by the National Geodetic Survey in May 2001..
 AB5604.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AB5604.DATUM ITEM on the data sheet items page.
 AB5604
 AB5604.The orthometric height was determined by GPS observations and a
 AB5604.high-resolution geoid model.
 AB5604
 AB5604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5604
 AB5604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5604
 AB5604.The ellipsoidal height was determined by GPS observations
 AB5604.and is referenced to NAD 83.
 AB5604
 AB5604.The geoid height was determined by GEOID03.
 AB5604
 AB5604;                    North         East     Units Scale Factor Converg.
 AB5604;SPC MT       -   500,745.755   459,979.934   MT  0.99985106   -1 23 34.5
 AB5604;SPC MT       - 1,642,866.65  1,509,120.52   iFT  0.99985106   -1 23 34.5
 AB5604;UTM  12      - 5,398,720.004   470,283.325   MT  0.99961085   -0 18 13.8
 AB5604
 AB5604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5604!SPC MT       -   0.99983430  x   0.99985106  =   0.99968539
 AB5604!UTM  12      -   0.99983430  x   0.99961085  =   0.99944522
 AB5604
 AB5604                          SUPERSEDED SURVEY CONTROL
 AB5604
 AB5604  NAD 83(1992)-  48 44 26.84057(N)    111 24 15.08928(W) AD(       ) 1
 AB5604  ELLIP H (07/31/96) 1057.51   (m)                       GP(       ) 4 2
 AB5604
 AB5604.Superseded values are not recommended for survey control.
 AB5604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5604.See file dsdata.txt to determine how the superseded data were derived.
 AB5604
 AB5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU7028398720(NAD 83)
 AB5604_MARKER: DB = BENCH MARK DISK
 AB5604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5604_STAMPING: 3515 13 JFB 1961
 AB5604_MARK LOGO: USGS  
 AB5604_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5604+STABILITY: SURFACE MOTION
 AB5604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5604+SATELLITE: SATELLITE OBSERVATIONS - 1961
 AB5604
 AB5604  HISTORY     - Date     Condition        Report By
 AB5604  HISTORY     - 1961     MONUMENTED       USGS
 AB5604
 AB5604                          STATION DESCRIPTION
 AB5604
 AB5604'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AB5604'19.5 MI (31.4 KM) EAST ALONG THE OILMONT HIGHWAY FROM THE POST OFFICE,
 AB5604'IN OILMONT, TO MILE POST 20, THEN 0.65 MI (1.05 KM) EAST FOR 0.65 MI
 AB5604'(1.05 KM) TO EIDE SCHOOL ROAD, 0.05 NORTH ALONG EIDE SCHOOL ROAD TO
 AB5604'THE STATION ON THE LEFT, 251 FT (76.5 M) NORTH OF THE OILMONT HIGHWAY,
 AB5604'48.0 FT (14.6 M) WEST OF THE CENTER OF THE EIDE SCHOOL ROAD 10.0 FT
 AB5604'(3.0 M) WEST OF A FENCE AND 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0386 ***********************************************************************
 QV0386  DESIGNATION -  13 JLP
 QV0386  PID         -  QV0386
 QV0386  STATE/COUNTY-  MT/ROSEBUD
 QV0386  USGS QUAD   -  POKER JIM BUTTE (1995)
 QV0386
 QV0386                         *CURRENT SURVEY CONTROL
 QV0386  ___________________________________________________________________
 QV0386* NAD 83(1986)-  45 18 25.     (N)    106 18 47.     (W)     SCALED    
 QV0386* NAVD 88     -      1259.547  (meters)    4132.36   (feet)  ADJUSTED  
 QV0386  ___________________________________________________________________
 QV0386  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 QV0386  DYNAMIC HT  -        1259.172 (meters)    4131.13  (feet)  COMP
 QV0386  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 QV0386
 QV0386  VERT ORDER  -  THIRD
 QV0386
 QV0386.The horizontal coordinates were scaled from a topographic map and have
 QV0386.an estimated accuracy of +/- 6 seconds.
 QV0386
 QV0386.The orthometric height was determined by differential leveling
 QV0386.and adjusted by the National Geodetic Survey in June 1991..
 QV0386
 QV0386.The geoid height was determined by GEOID03.
 QV0386
 QV0386.The dynamic height is computed by dividing the NAVD 88
 QV0386.geopotential number by the normal gravity value computed on the
 QV0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0386.degrees latitude (g = 980.6199 gals.).
 QV0386
 QV0386.The modeled gravity was interpolated from observed gravity values.
 QV0386
 QV0386;                    North         East    Units  Estimated Accuracy
 QV0386;SPC MT       -   122,560.      849,820.      MT  (+/- 180 meters Scaled)
 QV0386
 QV0386                          SUPERSEDED SURVEY CONTROL
 QV0386
 QV0386  NGVD 29 (??/??/92) 1258.81   (m)         4129.9    (f) COMPUTED    3 0
 QV0386
 QV0386.Superseded values are not recommended for survey control.
 QV0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0386.See file dsdata.txt to determine how the superseded data were derived.
 QV0386
 QV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL970178(NAD 83)
 QV0386_MARKER: DB = BENCH MARK DISK
 QV0386_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0386_SP_SET: PREFAB CONC. POST IN EARTH
 QV0386_STAMPING: 13 JLP 1966
 QV0386_MARK LOGO: USGS  
 QV0386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0386+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0386
 QV0386  HISTORY     - Date     Condition        Report By
 QV0386  HISTORY     - 1966     MONUMENTED       USGS
 QV0386
 QV0386                          STATION DESCRIPTION
 QV0386
 QV0386'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0386'FROM BIRNEY, MONTANA, PROCEED 11.9 MILES SOUTH AND EAST ALONG A ROAD,
 QV0386'2.8 MILES SOUTHEAST OF POKER JIM BUTTE LOOKOUT, AT A BEND IN THE
 QV0386'ROAD, IN THE NORTHWEST 1/4 OF SECTION 23/TOWNSHIP 6 SOUTH/RANGE 44
 QV0386'EAST, 9.5 MILES SOUTH AND WEST FROM FORT HOWE RANGER STATION, 1350
 QV0386'FEET SOUTHEAST OF A Y-ROAD JUNCTION AND A POKER JIM EXPERIMENTAL
 QV0386'PASTURE CLOSURE 1 MILE SIGN, 36 FEET SOUTHWEST AND 1 FOOT HIGHER THAN
 QV0386'THE ROAD, PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0806 ***********************************************************************
 SS0806  DESIGNATION -  13 JRM
 SS0806  PID         -  SS0806
 SS0806  STATE/COUNTY-  MT/CASCADE
 SS0806  USGS QUAD   -  STOCKETT (1965)
 SS0806
 SS0806                         *CURRENT SURVEY CONTROL
 SS0806  ___________________________________________________________________
 SS0806* NAD 83(1986)-  47 18 32.     (N)    111 10 24.     (W)     SCALED    
 SS0806* NAVD 88     -      1241.059  (meters)    4071.71   (feet)  ADJUSTED  
 SS0806  ___________________________________________________________________
 SS0806  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 SS0806  DYNAMIC HT  -        1240.917 (meters)    4071.24  (feet)  COMP
 SS0806  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 SS0806
 SS0806  VERT ORDER  -  SECOND    CLASS 0
 SS0806
 SS0806.The horizontal coordinates were scaled from a topographic map and have
 SS0806.an estimated accuracy of +/- 6 seconds.
 SS0806
 SS0806.The orthometric height was determined by differential leveling
 SS0806.and adjusted by the National Geodetic Survey in June 1991..
 SS0806
 SS0806.The geoid height was determined by GEOID03.
 SS0806
 SS0806.The dynamic height is computed by dividing the NAVD 88
 SS0806.geopotential number by the normal gravity value computed on the
 SS0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0806.degrees latitude (g = 980.6199 gals.).
 SS0806
 SS0806.The modeled gravity was interpolated from observed gravity values.
 SS0806
 SS0806;                    North         East    Units  Estimated Accuracy
 SS0806;SPC MT       -   341,250.      473,550.      MT  (+/- 180 meters Scaled)
 SS0806
 SS0806                          SUPERSEDED SURVEY CONTROL
 SS0806
 SS0806  NGVD 29 (??/??/92) 1240.114  (m)         4068.61   (f) ADJ UNCH    2 0
 SS0806
 SS0806.Superseded values are not recommended for survey control.
 SS0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0806.See file dsdata.txt to determine how the superseded data were derived.
 SS0806
 SS0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT868395(NAD 83)
 SS0806_MARKER: DD = SURVEY DISK
 SS0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0806_STAMPING: 13 JRM 1953 4068
 SS0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0806+STABILITY: SURFACE MOTION
 SS0806
 SS0806  HISTORY     - Date     Condition        Report By
 SS0806  HISTORY     - 1953     MONUMENTED       USGS
 SS0806  HISTORY     - 1961     GOOD             NGS
 SS0806
 SS0806                          STATION DESCRIPTION
 SS0806
 SS0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0806'6.65 MI NE FROM EDEN.
 SS0806'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0806'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 0.2 MILE
 SS0806'SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL HILL, 43 FEET SOUTH
 SS0806'OF THE CENTER LINE OF THE ROAD, 50 FEET SOUTHWEST OF A CURVE SIGN, 1.0
 SS0806'FOOT SOUTH OF A FENCE, 1.5 FEET WEST-SOUTHWEST OF A WITNESS POST,
 SS0806'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0806'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0641 ***********************************************************************
 RU0641  DESIGNATION -  13 JRP
 RU0641  PID         -  RU0641
 RU0641  STATE/COUNTY-  MT/ROSEBUD
 RU0641  USGS QUAD   -  MILLER CREEK SW (1969)
 RU0641
 RU0641                         *CURRENT SURVEY CONTROL
 RU0641  ___________________________________________________________________
 RU0641* NAD 83(1986)-  46 03 33.     (N)    106 13 25.     (W)     SCALED    
 RU0641* NAVD 88     -       975.038  (meters)    3198.94   (feet)  ADJUSTED  
 RU0641  ___________________________________________________________________
 RU0641  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 RU0641  DYNAMIC HT  -         974.881 (meters)    3198.42  (feet)  COMP
 RU0641  MODELED GRAV-     980,419.9   (mgal)                       NAVD 88
 RU0641
 RU0641  VERT ORDER  -  THIRD
 RU0641
 RU0641.The horizontal coordinates were scaled from a topographic map and have
 RU0641.an estimated accuracy of +/- 6 seconds.
 RU0641
 RU0641.The orthometric height was determined by differential leveling
 RU0641.and adjusted by the National Geodetic Survey in June 1991..
 RU0641
 RU0641.The geoid height was determined by GEOID03.
 RU0641
 RU0641.The dynamic height is computed by dividing the NAVD 88
 RU0641.geopotential number by the normal gravity value computed on the
 RU0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0641.degrees latitude (g = 980.6199 gals.).
 RU0641
 RU0641.The modeled gravity was interpolated from observed gravity values.
 RU0641
 RU0641;                    North         East    Units  Estimated Accuracy
 RU0641;SPC MT       -   206,350.      853,340.      MT  (+/- 180 meters Scaled)
 RU0641
 RU0641                          SUPERSEDED SURVEY CONTROL
 RU0641
 RU0641.No superseded survey control is available for this station.
 RU0641
 RU0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM053013(NAD 83)
 RU0641_MARKER: DB = BENCH MARK DISK
 RU0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0641_SP_SET: COPPER-CLAD STEEL ROD
 RU0641_STAMPING: 13 JRP 1969
 RU0641_MARK LOGO: USGS  
 RU0641_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0641+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0641
 RU0641  HISTORY     - Date     Condition        Report By
 RU0641  HISTORY     - 1969     MONUMENTED       USGS
 RU0641
 RU0641                          STATION DESCRIPTION
 RU0641
 RU0641'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0641'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0641'AND 12, THENCE 15.2 MILES SOUTHEAST AND 2.0 MILES EAST ALONG SWEENEY
 RU0641'CREEK ROAD, THENCE 3.5 MILES SOUTHEAST-SOUTHWEST ALONG A WINDING
 RU0641'MOUNTAIN ROAD, ABOUT 1.7 MILES NORTHEAST OF USCGS TRIANGULATION
 RU0641'STATION SWEENEY 1934, ABOUT 0.6 MILES NORTHWEST OF A WINDMILL, 62
 RU0641'FEET EAST AND 1 FOOT HIGHER THAN THE CENTER OF THE ROAD, IN A HIGH
 RU0641'SADDLE, 4 FEET NORTHWEST OF AN IRON WITNESS POST.  A COPPER-CLAD
 RU0641'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0267 ***********************************************************************
 PY0267  DESIGNATION -  13 LC
 PY0267  PID         -  PY0267
 PY0267  STATE/COUNTY-  MT/GALLATIN
 PY0267  USGS QUAD   -  MADISON ARM (1986)
 PY0267
 PY0267                         *CURRENT SURVEY CONTROL
 PY0267  ___________________________________________________________________
 PY0267* NAD 83(1986)-  44 41 16.     (N)    111 14 53.     (W)     SCALED    
 PY0267* NAVD 88     -      2042.118  (meters)    6699.85   (feet)  ADJUSTED  
 PY0267  ___________________________________________________________________
 PY0267  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY0267  DYNAMIC HT  -        2040.974 (meters)    6696.10  (feet)  COMP
 PY0267  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 PY0267
 PY0267  VERT ORDER  -  FIRST     CLASS II
 PY0267
 PY0267.The horizontal coordinates were scaled from a topographic map and have
 PY0267.an estimated accuracy of +/- 6 seconds.
 PY0267
 PY0267.The orthometric height was determined by differential leveling
 PY0267.and adjusted by the National Geodetic Survey in June 1991..
 PY0267
 PY0267.The geoid height was determined by GEOID03.
 PY0267
 PY0267.The dynamic height is computed by dividing the NAVD 88
 PY0267.geopotential number by the normal gravity value computed on the
 PY0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0267.degrees latitude (g = 980.6199 gals.).
 PY0267
 PY0267.The modeled gravity was interpolated from observed gravity values.
 PY0267
 PY0267;                    North         East    Units  Estimated Accuracy
 PY0267;SPC MT       -    50,210.      461,410.      MT  (+/- 180 meters Scaled)
 PY0267
 PY0267                          SUPERSEDED SURVEY CONTROL
 PY0267
 PY0267  NGVD 29 (08/20/92) 2040.878  (m)         6695.78   (f) ADJUSTED    1 2
 PY0267
 PY0267.Superseded values are not recommended for survey control.
 PY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0267.See file dsdata.txt to determine how the superseded data were derived.
 PY0267
 PY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ803482(NAD 83)
 PY0267_MARKER: DD = SURVEY DISK
 PY0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0267_SP_SET: CULVERT
 PY0267_STAMPING: 13 LC 1963 6696
 PY0267_MARK LOGO: USGS  
 PY0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0267
 PY0267  HISTORY     - Date     Condition        Report By
 PY0267  HISTORY     - 1963     MONUMENTED       USGS
 PY0267  HISTORY     - 1964     GOOD             NGS
 PY0267  HISTORY     - 1983     GOOD             NGS
 PY0267
 PY0267                          STATION DESCRIPTION
 PY0267
 PY0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0267'8.05 MI W FROM WEST YELLOWSTONE.
 PY0267'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAYS 191 AND 20 AND STATE HIGHWAY
 PY0267'287 FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE,
 PY0267'THENCE 7.75 MILES WEST ALONG U.S. HIGHWAYS 191 AND 20 AND STATE
 PY0267'HIGHWAY 287 IN S 21, T 13 S, R 4 E, 27 FEET NORTHWEST OF THE CENTER
 PY0267'LINE OF THE HIGHWAY 11.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2
 PY0267'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 PY0267'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A CONCRETE
 PY0267'CULVERT.
 PY0267
 PY0267                          STATION RECOVERY (1983)
 PY0267
 PY0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0267'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE WITH
 PY0267'THE FOLLOWING EXCEPTION, THE UNION PACIFIC RAILROAD STATION IS NOW THE
 PY0267'MUSEUM OF THE YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0266 ***********************************************************************
 PY0266  DESIGNATION -  13 LC RM
 PY0266  PID         -  PY0266
 PY0266  STATE/COUNTY-  MT/GALLATIN
 PY0266  USGS QUAD   -  MADISON ARM (1986)
 PY0266
 PY0266                         *CURRENT SURVEY CONTROL
 PY0266  ___________________________________________________________________
 PY0266* NAD 83(1986)-  44 41 13.     (N)    111 14 54.     (W)     SCALED    
 PY0266* NAVD 88     -      2041.837  (meters)    6698.93   (feet)  ADJUSTED  
 PY0266  ___________________________________________________________________
 PY0266  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY0266  DYNAMIC HT  -        2040.691 (meters)    6695.17  (feet)  COMP
 PY0266  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 PY0266
 PY0266  VERT ORDER  -  FIRST     CLASS II
 PY0266
 PY0266.The horizontal coordinates were scaled from a topographic map and have
 PY0266.an estimated accuracy of +/- 6 seconds.
 PY0266
 PY0266.The orthometric height was determined by differential leveling
 PY0266.and adjusted by the National Geodetic Survey in June 1991..
 PY0266
 PY0266.The geoid height was determined by GEOID03.
 PY0266
 PY0266.The dynamic height is computed by dividing the NAVD 88
 PY0266.geopotential number by the normal gravity value computed on the
 PY0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0266.degrees latitude (g = 980.6199 gals.).
 PY0266
 PY0266.The modeled gravity was interpolated from observed gravity values.
 PY0266
 PY0266;                    North         East    Units  Estimated Accuracy
 PY0266;SPC MT       -    50,120.      461,380.      MT  (+/- 180 meters Scaled)
 PY0266
 PY0266                          SUPERSEDED SURVEY CONTROL
 PY0266
 PY0266  NGVD 29 (??/??/92) 2040.327  (m)         6693.97   (f) ADJ UNCH    1 2
 PY0266
 PY0266.Superseded values are not recommended for survey control.
 PY0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0266.See file dsdata.txt to determine how the superseded data were derived.
 PY0266
 PY0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ803482(NAD 83)
 PY0266_MARKER: DD = SURVEY DISK
 PY0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0266_SP_SET: CULVERT
 PY0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0266
 PY0266  HISTORY     - Date     Condition        Report By
 PY0266  HISTORY     - UNK      MONUMENTED       USGS
 PY0266  HISTORY     - 1964     GOOD             NGS
 PY0266  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0266
 PY0266                          STATION DESCRIPTION
 PY0266
 PY0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0266'8.05 MI W FROM WEST YELLOWSTONE.
 PY0266'A CHISELED SQUARE ON THE TOP OF A ROCK OUTCROP, 66 FEET SOUTH AND
 PY0266'ACROSS THE HIGHWAY FROM 13 LC (U.S.G.S.), 38 FEET SOUTHEAST OF THE
 PY0266'CENTER LINE OF THE HIGHWAY, 16 FEET SOUTH OF THE SOUTHWEST END OF THE
 PY0266'SOUTHEAST HEADWALL OF A CONCRETE CULVERT, ABOUT 3 1/2 FEET BELOW THE
 PY0266'LEVEL OF THE HIGHWAY, AND FLUSH WITH THE GROUND.
 PY0266
 PY0266                          STATION RECOVERY (1983)
 PY0266
 PY0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0351 ***********************************************************************
 QU0351  DESIGNATION -  13 RCN
 QU0351  PID         -  QU0351
 QU0351  STATE/COUNTY-  MT/CARTER
 QU0351  USGS QUAD   -  DAVIS CREEK EAST (1979)
 QU0351
 QU0351                         *CURRENT SURVEY CONTROL
 QU0351  ___________________________________________________________________
 QU0351* NAD 83(1986)-  45 37 42.     (N)    104 46 14.     (W)     SCALED    
 QU0351* NAVD 88     -      1063.397  (meters)    3488.83   (feet)  ADJUSTED  
 QU0351  ___________________________________________________________________
 QU0351  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 QU0351  DYNAMIC HT  -        1063.166 (meters)    3488.07  (feet)  COMP
 QU0351  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 QU0351
 QU0351  VERT ORDER  -  THIRD
 QU0351
 QU0351.The horizontal coordinates were scaled from a topographic map and have
 QU0351.an estimated accuracy of +/- 6 seconds.
 QU0351
 QU0351.The orthometric height was determined by differential leveling
 QU0351.and adjusted by the National Geodetic Survey in June 1991..
 QU0351
 QU0351.The geoid height was determined by GEOID03.
 QU0351
 QU0351.The dynamic height is computed by dividing the NAVD 88
 QU0351.geopotential number by the normal gravity value computed on the
 QU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0351.degrees latitude (g = 980.6199 gals.).
 QU0351
 QU0351.The modeled gravity was interpolated from observed gravity values.
 QU0351
 QU0351;                    North         East    Units  Estimated Accuracy
 QU0351;SPC MT       -   164,310.      968,460.      MT  (+/- 180 meters Scaled)
 QU0351
 QU0351                          SUPERSEDED SURVEY CONTROL
 QU0351
 QU0351  NGVD 29 (??/??/92) 1062.81   (m)         3486.9    (f) COMPUTED    3 0
 QU0351
 QU0351.Superseded values are not recommended for survey control.
 QU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0351.See file dsdata.txt to determine how the superseded data were derived.
 QU0351
 QU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL178527(NAD 83)
 QU0351_MARKER: DB = BENCH MARK DISK
 QU0351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0351_SP_SET: COPPER-CLAD STEEL ROD
 QU0351_STAMPING: 13 RCN 1973 3487
 QU0351_MARK LOGO: USGS  
 QU0351_PROJECTION: FLUSH
 QU0351_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0351+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0351_ROD/PIPE-DEPTH: 8    meters
 QU0351
 QU0351  HISTORY     - Date     Condition        Report By
 QU0351  HISTORY     - 1973     MONUMENTED       USGS
 QU0351
 QU0351                          STATION DESCRIPTION
 QU0351
 QU0351'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0351'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 26.0 MILES SOUTH ALONG
 QU0351'CHALK BUTTES ROAD TO A SMALL CREST, 45 FEET EAST OF THE ROAD, 2.0
 QU0351'FEET EAST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0517 ***********************************************************************
 RU0517  DESIGNATION -  13 RDS
 RU0517  PID         -  RU0517
 RU0517  STATE/COUNTY-  MT/ROSEBUD
 RU0517  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0517
 RU0517                         *CURRENT SURVEY CONTROL
 RU0517  ___________________________________________________________________
 RU0517* NAD 83(1986)-  46 47 17.     (N)    107 42 06.     (W)     SCALED    
 RU0517* NAVD 88     -       911.838  (meters)    2991.59   (feet)  ADJUSTED  
 RU0517  ___________________________________________________________________
 RU0517  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 RU0517  DYNAMIC HT  -         911.773 (meters)    2991.38  (feet)  COMP
 RU0517  MODELED GRAV-     980,511.5   (mgal)                       NAVD 88
 RU0517
 RU0517  VERT ORDER  -  SECOND    CLASS 0
 RU0517
 RU0517.The horizontal coordinates were scaled from a topographic map and have
 RU0517.an estimated accuracy of +/- 6 seconds.
 RU0517
 RU0517.The orthometric height was determined by differential leveling
 RU0517.and adjusted by the National Geodetic Survey in June 1991..
 RU0517
 RU0517.The geoid height was determined by GEOID03.
 RU0517
 RU0517.The dynamic height is computed by dividing the NAVD 88
 RU0517.geopotential number by the normal gravity value computed on the
 RU0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0517.degrees latitude (g = 980.6199 gals.).
 RU0517
 RU0517.The modeled gravity was interpolated from observed gravity values.
 RU0517
 RU0517;                    North         East    Units  Estimated Accuracy
 RU0517;SPC MT       -   283,610.      737,220.      MT  (+/- 180 meters Scaled)
 RU0517
 RU0517                          SUPERSEDED SURVEY CONTROL
 RU0517
 RU0517  NGVD 29 (??/??/92)  911.153  (m)         2989.34   (f) ADJ UNCH    2 0
 RU0517
 RU0517.Superseded values are not recommended for survey control.
 RU0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0517.See file dsdata.txt to determine how the superseded data were derived.
 RU0517
 RU0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM937851(NAD 83)
 RU0517_MARKER: DB = BENCH MARK DISK
 RU0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0517_SP_SET: CONCRETE POST
 RU0517_STAMPING: 13 RDS 1966
 RU0517_MARK LOGO: USGS  
 RU0517_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0517+STABILITY: SURFACE MOTION
 RU0517
 RU0517  HISTORY     - Date     Condition        Report By
 RU0517  HISTORY     - 1962     MONUMENTED       USGS
 RU0517
 RU0517                          STATION DESCRIPTION
 RU0517
 RU0517'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0517'28.8 KM (17.90 MI) NNE FROM MELSTONE.
 RU0517'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0517'THENCE 13.5 MILES NORTH ALONG GRADED AND TRACK ROADS, 2.4 MILES NORTH
 RU0517'OF KINCHELOE RANCH HEADQUARTERS, 2.2 MILES SOUTH OF THE FORD ON
 RU0517'RATTLESNAKE CREEK, IN THE SW 1/4 OF SECTION 21, T. 12 N., R. 32 E.,
 RU0517'AT THE SUMMIT OF A RIDGE, 9 FEET EAST OF THE CENTER OF THE ROAD,
 RU0517'1.6 FEET WEST OF A FENCE LINE.
 RU0517'THE MARK IS 0.7 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0537 ***********************************************************************
 TK0537  DESIGNATION -  13 REB
 TK0537  PID         -  TK0537
 TK0537  STATE/COUNTY-  MT/BLAINE
 TK0537  USGS QUAD   -  GRABLE COULEE (1964)
 TK0537
 TK0537                         *CURRENT SURVEY CONTROL
 TK0537  ___________________________________________________________________
 TK0537* NAD 83(1986)-  48 36 42.     (N)    108 44 23.     (W)     SCALED    
 TK0537* NAVD 88     -       829.142  (meters)    2720.28   (feet)  POSTED    
 TK0537  ___________________________________________________________________
 TK0537  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 TK0537  DYNAMIC HT  -         829.240 (meters)    2720.60  (feet)  COMP
 TK0537  MODELED GRAV-     980,702.1   (mgal)                       NAVD 88
 TK0537
 TK0537  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0537
 TK0537.The horizontal coordinates were scaled from a topographic map and have
 TK0537.an estimated accuracy of +/- 6 seconds.
 TK0537
 TK0537.The orthometric height was determined by differential leveling
 TK0537.and adjusted by the National Geodetic Survey in 1992..
 TK0537.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0537.rate of 0.0 thru 1.0 mm/km.
 TK0537
 TK0537.The geoid height was determined by GEOID03.
 TK0537
 TK0537.The dynamic height is computed by dividing the NAVD 88
 TK0537.geopotential number by the normal gravity value computed on the
 TK0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0537.degrees latitude (g = 980.6199 gals.).
 TK0537
 TK0537.The modeled gravity was interpolated from observed gravity values.
 TK0537
 TK0537;                    North         East    Units  Estimated Accuracy
 TK0537;SPC MT       -   484,960.      656,050.      MT  (+/- 180 meters Scaled)
 TK0537
 TK0537                          SUPERSEDED SURVEY CONTROL
 TK0537
 TK0537.No superseded survey control is available for this station.
 TK0537
 TK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU665867(NAD 83)
 TK0537_MARKER: DB = BENCH MARK DISK
 TK0537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0537_SP_SET: COPPER-CLAD STEEL ROD
 TK0537_STAMPING: 13 REB 1979
 TK0537_MARK LOGO: USGS  
 TK0537_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0537_ROD/PIPE-DEPTH: 3.96 meters
 TK0537
 TK0537  HISTORY     - Date     Condition        Report By
 TK0537  HISTORY     - 1979     MONUMENTED       USGS
 TK0537
 TK0537                          STATION DESCRIPTION
 TK0537
 TK0537'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0537'10.0 KM (6.20 MI) NNE FROM HARLEM.
 TK0537'6.2 MILES NORTH - NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT
 TK0537'IN HARLEM ALONG HIGHWAY 241, 1.4 MILES NORTHEAST OF THE JUNCTION OF
 TK0537'HIGHWAY 338, NEAR THE NORTHWEST CORNER OF SECTION 21, T33N, R23E, 59
 TK0537'FEET NORTHWEST AND 17 FEET NORTHEAST OF A DOUBLE TURN-OUT, ABOUT
 TK0537'MIDSPAN OF POWER POLES NO. 67 AND 68, 1.3 FEET SOUTHEAST OF A FENCE.
 TK0537'THE MARK IS 4.4 FT  SW FROM  A WITNESS POST
 TK0537'THE MARK IS 1.0 FT BELOW TURN-OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0986 ***********************************************************************
 TN0986  DESIGNATION -  13 RHM
 TN0986  PID         -  TN0986
 TN0986  STATE/COUNTY-  MT/LINCOLN
 TN0986  USGS QUAD   -  FLATIRON MOUNTAIN (1963)
 TN0986
 TN0986                         *CURRENT SURVEY CONTROL
 TN0986  ___________________________________________________________________
 TN0986* NAD 83(1986)-  48 40 39.     (N)    115 38 44.     (W)     SCALED    
 TN0986* NAVD 88     -      1352.136  (meters)    4436.13   (feet)  ADJUSTED  
 TN0986  ___________________________________________________________________
 TN0986  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 TN0986  DYNAMIC HT  -        1352.132 (meters)    4436.12  (feet)  COMP
 TN0986  MODELED GRAV-     980,559.9   (mgal)                       NAVD 88
 TN0986
 TN0986  VERT ORDER  -  THIRD
 TN0986
 TN0986.The horizontal coordinates were scaled from a topographic map and have
 TN0986.an estimated accuracy of +/- 6 seconds.
 TN0986
 TN0986.The orthometric height was determined by differential leveling
 TN0986.and adjusted by the National Geodetic Survey in June 1991..
 TN0986
 TN0986.The geoid height was determined by GEOID03.
 TN0986
 TN0986.The dynamic height is computed by dividing the NAVD 88
 TN0986.geopotential number by the normal gravity value computed on the
 TN0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0986.degrees latitude (g = 980.6199 gals.).
 TN0986
 TN0986.The modeled gravity was interpolated from observed gravity values.
 TN0986
 TN0986;                    North         East    Units  Estimated Accuracy
 TN0986;SPC MT       -   509,750.      147,970.      MT  (+/- 180 meters Scaled)
 TN0986
 TN0986                          SUPERSEDED SURVEY CONTROL
 TN0986
 TN0986.No superseded survey control is available for this station.
 TN0986
 TN0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP997924(NAD 83)
 TN0986_MARKER: DB = BENCH MARK DISK
 TN0986_SETTING: 66 = SET IN ROCK OUTCROP
 TN0986_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0986_STAMPING: 13 RHM 1963
 TN0986_MARK LOGO: USGS  
 TN0986_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0986+STABILITY: POSITION/ELEVATION WELL
 TN0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0986+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0986
 TN0986  HISTORY     - Date     Condition        Report By
 TN0986  HISTORY     - 1963     MONUMENTED       USGS
 TN0986
 TN0986                          STATION DESCRIPTION
 TN0986
 TN0986'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0986'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0986'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 24.8
 TN0986'MILES NORTH ALONG ROAD 68 TO A CURVE AND TURNOUT, IN THE SOUTHEAST
 TN0986'CORNER OF SECTION 30/TOWNSHIP 34 NORTH/RANGE 31 WEST, 34 FEET WEST
 TN0986'AND 2.5 FEET ABOVE THE ROAD AT A TURNOUT, IN AN EMBEDDED ROCK
 TN0986'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1081 ***********************************************************************
 SU1081  DESIGNATION -  13 RHM
 SU1081  PID         -  SU1081
 SU1081  STATE/COUNTY-  MT/FLATHEAD
 SU1081  USGS QUAD   -  CALICO CREEK (1964)
 SU1081
 SU1081                         *CURRENT SURVEY CONTROL
 SU1081  ___________________________________________________________________
 SU1081* NAD 83(1986)-  47 44 48.     (N)    115 01 03.     (W)     SCALED    
 SU1081* NAVD 88     -       915.927  (meters)    3005.00   (feet)  ADJUSTED  
 SU1081  ___________________________________________________________________
 SU1081  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 SU1081  DYNAMIC HT  -         915.890 (meters)    3004.88  (feet)  COMP
 SU1081  MODELED GRAV-     980,541.6   (mgal)                       NAVD 88
 SU1081
 SU1081  VERT ORDER  -  THIRD
 SU1081
 SU1081.The horizontal coordinates were scaled from a topographic map and have
 SU1081.an estimated accuracy of +/- 6 seconds.
 SU1081
 SU1081.The orthometric height was determined by differential leveling
 SU1081.and adjusted by the National Geodetic Survey in June 1991..
 SU1081
 SU1081.The geoid height was determined by GEOID03.
 SU1081
 SU1081.The dynamic height is computed by dividing the NAVD 88
 SU1081.geopotential number by the normal gravity value computed on the
 SU1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1081.degrees latitude (g = 980.6199 gals.).
 SU1081
 SU1081.The modeled gravity was interpolated from observed gravity values.
 SU1081
 SU1081;                    North         East    Units  Estimated Accuracy
 SU1081;SPC MT       -   403,100.      186,800.      MT  (+/- 180 meters Scaled)
 SU1081
 SU1081                          SUPERSEDED SURVEY CONTROL
 SU1081
 SU1081.No superseded survey control is available for this station.
 SU1081
 SU1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN486900(NAD 83)
 SU1081_MARKER: DB = BENCH MARK DISK
 SU1081_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1081_SP_SET: PREFAB CONC. POST IN EARTH
 SU1081_STAMPING: 13 RHM 1964
 SU1081_MARK LOGO: USGS  
 SU1081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1081+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1081
 SU1081  HISTORY     - Date     Condition        Report By
 SU1081  HISTORY     - 1964     MONUMENTED       USGS
 SU1081
 SU1081                          STATION DESCRIPTION
 SU1081
 SU1081'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1081'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1081'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 25.9 MILES
 SU1081'SOUTH ALONG THOMPSON RIVER ROAD TO A T-ROAD EAST TO A GRAVEL PIT,
 SU1081'13.4 MILES SOUTH OF BEND GUARD STATION, 34 FEET NORTH OF T-ROAD AND
 SU1081'45 FEET EAST OF MAIN ROAD, PROJECTING 1.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0704 ***********************************************************************
 TL0704  DESIGNATION -  13 WCA
 TL0704  PID         -  TL0704
 TL0704  STATE/COUNTY-  MT/LIBERTY
 TL0704  USGS QUAD   -  BOBCAT COULEE NE (1964)
 TL0704
 TL0704                         *CURRENT SURVEY CONTROL
 TL0704  ___________________________________________________________________
 TL0704* NAD 83(1986)-  48 53 42.     (N)    110 46 22.     (W)     SCALED    
 TL0704* NAVD 88     -       944.976  (meters)    3100.31   (feet)  ADJUSTED  
 TL0704  ___________________________________________________________________
 TL0704  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 TL0704  DYNAMIC HT  -         945.071 (meters)    3100.62  (feet)  COMP
 TL0704  MODELED GRAV-     980,678.2   (mgal)                       NAVD 88
 TL0704
 TL0704  VERT ORDER  -  THIRD
 TL0704
 TL0704.The horizontal coordinates were scaled from a topographic map and have
 TL0704.an estimated accuracy of +/- 6 seconds.
 TL0704
 TL0704.The orthometric height was determined by differential leveling
 TL0704.and adjusted by the National Geodetic Survey in June 1991..
 TL0704
 TL0704.The geoid height was determined by GEOID03.
 TL0704
 TL0704.The dynamic height is computed by dividing the NAVD 88
 TL0704.geopotential number by the normal gravity value computed on the
 TL0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0704.degrees latitude (g = 980.6199 gals.).
 TL0704
 TL0704.The modeled gravity was interpolated from observed gravity values.
 TL0704
 TL0704;                    North         East    Units  Estimated Accuracy
 TL0704;SPC MT       -   516,950.      506,680.      MT  (+/- 180 meters Scaled)
 TL0704
 TL0704                          SUPERSEDED SURVEY CONTROL
 TL0704
 TL0704.No superseded survey control is available for this station.
 TL0704
 TL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV166158(NAD 83)
 TL0704_MARKER: DB = BENCH MARK DISK
 TL0704_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0704_SP_SET: PREFAB CONC. POST IN EARTH
 TL0704_STAMPING: 13 WCA 1963 3097
 TL0704_MARK LOGO: USGS  
 TL0704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0704+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0704
 TL0704  HISTORY     - Date     Condition        Report By
 TL0704  HISTORY     - 1963     MONUMENTED       USGS
 TL0704
 TL0704                          STATION DESCRIPTION
 TL0704
 TL0704'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0704'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 23.6 MILES NORTH
 TL0704'ALONG JOPLIN ROAD, NEAR THE NORTHEAST CORNER OF SECTION 11/TOWNSHIP
 TL0704'36 NORTH/RANGE 7 EAST, 2 FEET SOUTH AND 13 FEET EAST OF A T-FENCE
 TL0704'EAST, 134 FEET NORTHWEST FROM THE ROAD AT A ROAD NORTHWEST AND 0.3
 TL0704'FEET HIGHER THAN THE ROAD JUNCTION, 985 FEET NORTH OF THE CENTERLINE
 TL0704'OF THE ROAD AT A FENCE WEST, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0190 ***********************************************************************
 PY0190  DESIGNATION -  13 WG
 PY0190  PID         -  PY0190
 PY0190  STATE/COUNTY-  MT/GALLATIN
 PY0190  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0190
 PY0190                         *CURRENT SURVEY CONTROL
 PY0190  ___________________________________________________________________
 PY0190* NAD 83(1986)-  44 48 01.     (N)    111 06 25.     (W)     SCALED    
 PY0190* NAVD 88     -      2078.995  (meters)    6820.84   (feet)  ADJUSTED  
 PY0190  ___________________________________________________________________
 PY0190  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0190  DYNAMIC HT  -        2077.843 (meters)    6817.06  (feet)  COMP
 PY0190  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 PY0190
 PY0190  VERT ORDER  -  FIRST     CLASS II
 PY0190
 PY0190.The horizontal coordinates were scaled from a topographic map and have
 PY0190.an estimated accuracy of +/- 6 seconds.
 PY0190
 PY0190.The orthometric height was determined by differential leveling
 PY0190.and adjusted by the National Geodetic Survey in June 1991..
 PY0190
 PY0190.The geoid height was determined by GEOID03.
 PY0190
 PY0190.The dynamic height is computed by dividing the NAVD 88
 PY0190.geopotential number by the normal gravity value computed on the
 PY0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0190.degrees latitude (g = 980.6199 gals.).
 PY0190
 PY0190.The modeled gravity was interpolated from observed gravity values.
 PY0190
 PY0190;                    North         East    Units  Estimated Accuracy
 PY0190;SPC MT       -    62,470.      472,850.      MT  (+/- 180 meters Scaled)
 PY0190
 PY0190                          SUPERSEDED SURVEY CONTROL
 PY0190
 PY0190  NGVD 29 (??/??/92) 2077.394  (m)         6815.58   (f) ADJ UNCH    1 2
 PY0190
 PY0190.Superseded values are not recommended for survey control.
 PY0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0190.See file dsdata.txt to determine how the superseded data were derived.
 PY0190
 PY0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ915607(NAD 83)
 PY0190_MARKER: DD = SURVEY DISK
 PY0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0190_STAMPING: WG NO 13 6814.0 1932
 PY0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0190+STABILITY: SURFACE MOTION
 PY0190
 PY0190  HISTORY     - Date     Condition        Report By
 PY0190  HISTORY     - 1932     MONUMENTED       BPR
 PY0190  HISTORY     - 1960     GOOD             NGS
 PY0190
 PY0190                          STATION DESCRIPTION
 PY0190
 PY0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0190'9.9 MI N FROM WEST YELLOWSTONE.
 PY0190'ABOUT 9.9 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0190'RAILROAD STATION AT WEST YELLOWSTONE, 0.35 MILE SOUTHEAST OF THE
 PY0190'BRIDGE OVER GRAYLING CREEK, ON THE NORTHEAST SLOPE OF A HILL, 70 FEET
 PY0190'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 6 FEET ABOVE THE
 PY0190'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0685 ***********************************************************************
 TJ0685  DESIGNATION -  13 WR
 TJ0685  PID         -  TJ0685
 TJ0685  STATE/COUNTY-  MT/PHILLIPS
 TJ0685  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0685
 TJ0685                         *CURRENT SURVEY CONTROL
 TJ0685  ___________________________________________________________________
 TJ0685* NAD 83(1986)-  48 41 54.     (N)    107 40 28.     (W)     SCALED    
 TJ0685* NAVD 88     -       784.640  (meters)    2574.27   (feet)  POSTED    
 TJ0685  ___________________________________________________________________
 TJ0685  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TJ0685  DYNAMIC HT  -         784.740 (meters)    2574.60  (feet)  COMP
 TJ0685  MODELED GRAV-     980,715.6   (mgal)                       NAVD 88
 TJ0685
 TJ0685  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0685
 TJ0685.The horizontal coordinates were scaled from a topographic map and have
 TJ0685.an estimated accuracy of +/- 6 seconds.
 TJ0685
 TJ0685.The orthometric height was determined by differential leveling
 TJ0685.and adjusted by the National Geodetic Survey in 1992..
 TJ0685.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0685.rate of 0.0 thru 1.0 mm/km.
 TJ0685
 TJ0685.The geoid height was determined by GEOID03.
 TJ0685
 TJ0685.The dynamic height is computed by dividing the NAVD 88
 TJ0685.geopotential number by the normal gravity value computed on the
 TJ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0685.degrees latitude (g = 980.6199 gals.).
 TJ0685
 TJ0685.The modeled gravity was interpolated from observed gravity values.
 TJ0685
 TJ0685;                    North         East    Units  Estimated Accuracy
 TJ0685;SPC MT       -   495,890.      734,350.      MT  (+/- 180 meters Scaled)
 TJ0685
 TJ0685                          SUPERSEDED SURVEY CONTROL
 TJ0685
 TJ0685.No superseded survey control is available for this station.
 TJ0685
 TJ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP032973(NAD 83)
 TJ0685_MARKER: DB = BENCH MARK DISK
 TJ0685_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0685_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0685_STAMPING: 13 WR 2572 1968
 TJ0685_MARK LOGO: USGS  
 TJ0685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0685+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0685
 TJ0685  HISTORY     - Date     Condition        Report By
 TJ0685  HISTORY     - 1968     MONUMENTED       USGS
 TJ0685
 TJ0685                          STATION DESCRIPTION
 TJ0685
 TJ0685'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0685'FROM WHITEWATER, MONTANA, PROCEED 5.2 MILES SOUTHWEST ALONG THE
 TJ0685'MALTA-WHITEWATER ROAD, 85 FEET SOUTHEAST OF THE CENTERLINE OF THE
 TJ0685'ROAD AT A CATTLE GUARD, 6 FEET NORTHEAST OF A FENCE, PROJECTING 0.5
 TJ0685'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0344 ***********************************************************************
 QW0344  DESIGNATION -  130 SC
 QW0344  PID         -  QW0344
 QW0344  STATE/COUNTY-  MT/STILLWATER
 QW0344  USGS QUAD   -  REED POINT (1955)
 QW0344
 QW0344                         *CURRENT SURVEY CONTROL
 QW0344  ___________________________________________________________________
 QW0344* NAD 83(1986)-  45 42 35.     (N)    109 32 31.     (W)     SCALED    
 QW0344* NAVD 88     -      1142.101  (meters)    3747.04   (feet)  ADJUSTED  
 QW0344  ___________________________________________________________________
 QW0344  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 QW0344  DYNAMIC HT  -        1141.766 (meters)    3745.94  (feet)  COMP
 QW0344  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 QW0344
 QW0344  VERT ORDER  -  FIRST     CLASS II
 QW0344
 QW0344.The horizontal coordinates were scaled from a topographic map and have
 QW0344.an estimated accuracy of +/- 6 seconds.
 QW0344
 QW0344.The orthometric height was determined by differential leveling
 QW0344.and adjusted by the National Geodetic Survey in June 1991..
 QW0344.WARNING-Repeat measurements at this control monument indicate possible
 QW0344.vertical movement.
 QW0344
 QW0344.The geoid height was determined by GEOID03.
 QW0344
 QW0344.The dynamic height is computed by dividing the NAVD 88
 QW0344.geopotential number by the normal gravity value computed on the
 QW0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0344.degrees latitude (g = 980.6199 gals.).
 QW0344
 QW0344.The modeled gravity was interpolated from observed gravity values.
 QW0344
 QW0344;                    North         East    Units  Estimated Accuracy
 QW0344;SPC MT       -   162,230.      596,740.      MT  (+/- 180 meters Scaled)
 QW0344
 QW0344                          SUPERSEDED SURVEY CONTROL
 QW0344
 QW0344  NGVD 29 (??/??/92) 1141.144  (m)         3743.90   (f) ADJ UNCH    1 2
 QW0344
 QW0344.Superseded values are not recommended for survey control.
 QW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0344.See file dsdata.txt to determine how the superseded data were derived.
 QW0344
 QW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR134628(NAD 83)
 QW0344_MARKER: DD = SURVEY DISK
 QW0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0344_STAMPING: 130 SC 1952 3744
 QW0344_MARK LOGO: USGS  
 QW0344_PROJECTION: FLUSH
 QW0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0344+STABILITY: SURFACE MOTION
 QW0344
 QW0344  HISTORY     - Date     Condition        Report By
 QW0344  HISTORY     - 1952     MONUMENTED       USGS
 QW0344  HISTORY     - 1957     GOOD             NGS
 QW0344  HISTORY     - 1982     GOOD             NGS
 QW0344
 QW0344                          STATION DESCRIPTION
 QW0344
 QW0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0344'IN REEDPOINT.
 QW0344'AT REEDPOINT, ALONG THE NORTHERN PACIFIC RAILWAY, IN SECTION 32, T 1
 QW0344'S, R 18 E, 246 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION,
 QW0344'69 FEET NORTH OF MILEPOST 57, 82 FEET NORTH OF THE NORTH RAIL OF THE
 QW0344'MAIN TRACK, 86 FEET NORTH-NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 QW0344'25 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 7 FEET NORTH OF A
 QW0344'FENCE CORNER, 2 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN
 QW0344'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 QW0344'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QW0344
 QW0344                          STATION RECOVERY (1982)
 QW0344
 QW0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0344'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0344'27.1 KM (16.85 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0344'FROM THE RAILROAD STATION IN COLUMBUS, 25.0 METERS (82.0 FT) NORTH OF
 QW0344'THE NEAR RAIL, 21.1 METERS (69.2 FT) NORTH OF MILEPOST 57, 7.7 METERS
 QW0344'(25.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 2.1 METERS (6.9 FT)
 QW0344'NORTH OF A FENCE CORNER, 0.6 METER (2.0 FT) WEST OF A FENCE AND 0.3
 QW0344'METER (1.0 FT) SOUTH OF A WOODEN WITNESS POST.
 QW0344'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QW0344'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9619 ***********************************************************************
 AI9619  DESIGNATION -  130 SC RESET
 AI9619  PID         -  AI9619
 AI9619  STATE/COUNTY-  MT/STILLWATER
 AI9619  USGS QUAD   -  REED POINT (1955)
 AI9619
 AI9619                         *CURRENT SURVEY CONTROL
 AI9619  ___________________________________________________________________
 AI9619* NAD 83(1986)-  45 42 35.     (N)    109 32 31.     (W)     SCALED    
 AI9619* NAVD 88     -      1145.30   (meters)    3757.5    (feet)  RESET     
 AI9619  ___________________________________________________________________
 AI9619  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 AI9619
 AI9619  VERT ORDER  -  THIRD
 AI9619
 AI9619.The horizontal coordinates were scaled from a topographic map and have
 AI9619.an estimated accuracy of +/- 6 seconds.
 AI9619
 AI9619.The orthometric height was computed from unverified reset data.
 AI9619.No vertical observational check was made to the station.
 AI9619
 AI9619.The geoid height was determined by GEOID03.
 AI9619
 AI9619;                    North         East    Units  Estimated Accuracy
 AI9619;SPC MT       -   162,230.      596,740.      MT  (+/- 180 meters Scaled)
 AI9619
 AI9619                          SUPERSEDED SURVEY CONTROL
 AI9619
 AI9619.No superseded survey control is available for this station.
 AI9619
 AI9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR134628(NAD 83)
 AI9619_MARKER: DV = VERTICAL CONTROL DISK
 AI9619_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI9619_SP_SET: BRIDGE WINGWALL
 AI9619_STAMPING: 130 SC RESET
 AI9619_MARK LOGO: NGS   
 AI9619_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9619
 AI9619  HISTORY     - Date     Condition        Report By
 AI9619  HISTORY     - 2000     MONUMENTED       MTDOT
 AI9619
 AI9619                          STATION DESCRIPTION
 AI9619
 AI9619'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2000 (LSC)
 AI9619'27.1 KM (16.85 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 AI9619'FROM THE RAILROAD STATION IN COLUMBUS, 9 METERS (29.5 FT) WEST OF
 AI9619'RAILROAD MILE POST 57 TO THE CENTER OF A ROAD, THENCE NORTHERLY ALONG
 AI9619'THE CENTERLINE OF THE ROAD STARTING AT THE NORTH TRACK OF THE
 AI9619'BURLINGTON NORTHERN RAILROAD, A DISTANCE OF 599 METERS (1965.2 FT) TO
 AI9619'THE SOUTH END OF THE BRIDGE CROSSING THE YELLOWSTONE RIVER, 4.5 METERS
 AI9619'(14.8 FT) EAST OF THE CENTERLINE OF THE ROAD, PLACE IN THE TOP OF THE
 AI9619'SOUTHEAST WINGWALL OF THE BRIDGE, AND THE MARK IS LEVEL WITH THE ROAD
 AI9619'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0345 ***********************************************************************
 QW0345  DESIGNATION -  131 SC
 QW0345  PID         -  QW0345
 QW0345  STATE/COUNTY-  MT/STILLWATER
 QW0345  USGS QUAD   -  REED POINT (1955)
 QW0345
 QW0345                         *CURRENT SURVEY CONTROL
 QW0345  ___________________________________________________________________
 QW0345* NAD 83(1986)-  45 42 22.     (N)    109 32 53.     (W)     SCALED    
 QW0345* NAVD 88     -      1153.133  (meters)    3783.24   (feet)  ADJUSTED  
 QW0345  ___________________________________________________________________
 QW0345  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 QW0345  DYNAMIC HT  -        1152.796 (meters)    3782.13  (feet)  COMP
 QW0345  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 QW0345
 QW0345  VERT ORDER  -  FIRST     CLASS II
 QW0345
 QW0345.The horizontal coordinates were scaled from a topographic map and have
 QW0345.an estimated accuracy of +/- 6 seconds.
 QW0345
 QW0345.The orthometric height was determined by differential leveling
 QW0345.and adjusted by the National Geodetic Survey in June 1991..
 QW0345
 QW0345.The geoid height was determined by GEOID03.
 QW0345
 QW0345.The dynamic height is computed by dividing the NAVD 88
 QW0345.geopotential number by the normal gravity value computed on the
 QW0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0345.degrees latitude (g = 980.6199 gals.).
 QW0345
 QW0345.The modeled gravity was interpolated from observed gravity values.
 QW0345
 QW0345;                    North         East    Units  Estimated Accuracy
 QW0345;SPC MT       -   161,830.      596,260.      MT  (+/- 180 meters Scaled)
 QW0345
 QW0345                          SUPERSEDED SURVEY CONTROL
 QW0345
 QW0345  NGVD 29 (??/??/92) 1152.172  (m)         3780.08   (f) ADJ UNCH    1 2
 QW0345
 QW0345.Superseded values are not recommended for survey control.
 QW0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0345.See file dsdata.txt to determine how the superseded data were derived.
 QW0345
 QW0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR130624(NAD 83)
 QW0345_MARKER: DD = SURVEY DISK
 QW0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0345_SP_SET: CONCRETE STEP
 QW0345_STAMPING: 131 SC 1952 3780
 QW0345_MARK LOGO: USGS  
 QW0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0345
 QW0345  HISTORY     - Date     Condition        Report By
 QW0345  HISTORY     - 1952     MONUMENTED       USGS
 QW0345  HISTORY     - 1957     GOOD             NGS
 QW0345  HISTORY     - 1982     GOOD             NGS
 QW0345
 QW0345                          STATION DESCRIPTION
 QW0345
 QW0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0345'0.45 MI SW FROM REEDPOINT.
 QW0345'ABOUT 0.2 MILE SOUTH ALONG AN ASPHALT STREET FROM THE NORTHERN PACIFIC
 QW0345'RAILWAY STATION AT REEDPOINT, THENCE 0.25 MILE WEST ALONG A DIRT ROAD,
 QW0345'AT THE SOUTHWEST EDGE OF TOWN, IN SECTION 31, T 1 S, R 18 E, IN THE
 QW0345'TOP OF THE EAST END OF THE BOTTOM CONCRETE STEP AT THE NORTH ENTRANCE
 QW0345'TO THE HIGH SCHOOL BUILDING, 5 FEET EAST OF THE CENTER LINE OF THE
 QW0345'ENTRANCE, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
 QW0345
 QW0345                          STATION RECOVERY (1982)
 QW0345
 QW0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0345'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0345'27.1 KM (16.85 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0345'FROM THE RAILROAD STATION IN COLUMBUS, THENCE 0.3 KM (0.2 MI)
 QW0345'SOUTHERLY ALONG A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) WEST ALONG A
 QW0345'GRAVELED ROAD, IN TOP OF THE EAST END OF THE BOTTOM CONCRETE STEP OF
 QW0345'THE NORTH ENTRANCE TO THE REEDPOINT HIGH SCHOOL AND 1.5 METERS (4.9
 QW0345'FT) EAST OF THE CENTER OF THE ENTRANCE.
 QW0345'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0038 ***********************************************************************
 QW0038  DESIGNATION -  14
 QW0038  PID         -  QW0038
 QW0038  STATE/COUNTY-  MT/YELLOWSTONE
 QW0038  USGS QUAD   -  NIBBE (1980)
 QW0038
 QW0038                         *CURRENT SURVEY CONTROL
 QW0038  ___________________________________________________________________
 QW0038* NAD 83(1986)-  45 57 02.     (N)    108 05 39.     (W)     SCALED    
 QW0038* NAVD 88     -       925.282  (meters)    3035.70   (feet)  POSTED    
 QW0038  ___________________________________________________________________
 QW0038  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 QW0038  DYNAMIC HT  -         925.120 (meters)    3035.16  (feet)  COMP
 QW0038  MODELED GRAV-     980,403.8   (mgal)                       NAVD 88
 QW0038
 QW0038  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0038
 QW0038.The horizontal coordinates were scaled from a topographic map and have
 QW0038.an estimated accuracy of +/- 6 seconds.
 QW0038
 QW0038.The orthometric height was determined by differential leveling
 QW0038.and adjusted by the National Geodetic Survey in 1992..
 QW0038.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0038.rate of 0.0 thru 1.0 mm/km.
 QW0038
 QW0038.The geoid height was determined by GEOID03.
 QW0038
 QW0038.The dynamic height is computed by dividing the NAVD 88
 QW0038.geopotential number by the normal gravity value computed on the
 QW0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0038.degrees latitude (g = 980.6199 gals.).
 QW0038
 QW0038.The modeled gravity was interpolated from observed gravity values.
 QW0038
 QW0038;                    North         East    Units  Estimated Accuracy
 QW0038;SPC MT       -   189,960.      708,940.      MT  (+/- 180 meters Scaled)
 QW0038
 QW0038                          SUPERSEDED SURVEY CONTROL
 QW0038
 QW0038.No superseded survey control is available for this station.
 QW0038
 QW0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR252926(NAD 83)
 QW0038_MARKER: DD = SURVEY DISK
 QW0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0038_SP_SET: COPING
 QW0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0038
 QW0038  HISTORY     - Date     Condition        Report By
 QW0038  HISTORY     - UNK      MONUMENTED       BOR
 QW0038  HISTORY     - 1957     MARK NOT FOUND   NGS
 QW0038
 QW0038                          STATION DESCRIPTION
 QW0038
 QW0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0038'2.4 MI E FROM BALLANTINE.
 QW0038'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 QW0038'THE STATION AT BALLANTINE, AT THE CROSSING OF LATERAL H.B., IN THE
 QW0038'CENTER OF THE COPING, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 QW0038'AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A U.S. RECLAMATION SERVICE
 QW0038'STANDARD DISK.  NOTE-- THE HEAD WALL HAS BEEN BUILT HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0665 ***********************************************************************
 QW0665  DESIGNATION -  14 DHW
 QW0665  PID         -  QW0665
 QW0665  STATE/COUNTY-  MT/YELLOWSTONE
 QW0665  USGS QUAD   -  SODA SPRINGS (1967)
 QW0665
 QW0665                         *CURRENT SURVEY CONTROL
 QW0665  ___________________________________________________________________
 QW0665* NAD 83(1986)-  45 33 56.     (N)    108 16 19.     (W)     SCALED    
 QW0665* NAVD 88     -      1187.305  (meters)    3895.35   (feet)  POSTED    
 QW0665  ___________________________________________________________________
 QW0665  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 QW0665  DYNAMIC HT  -        1187.010 (meters)    3894.38  (feet)  COMP
 QW0665  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 QW0665
 QW0665  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0665
 QW0665.The horizontal coordinates were scaled from a topographic map and have
 QW0665.an estimated accuracy of +/- 6 seconds.
 QW0665
 QW0665.The orthometric height was determined by differential leveling
 QW0665.and adjusted by the National Geodetic Survey in 1992..
 QW0665.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0665.rate of 0.0 thru 1.0 mm/km.
 QW0665
 QW0665.The geoid height was determined by GEOID03.
 QW0665
 QW0665.The dynamic height is computed by dividing the NAVD 88
 QW0665.geopotential number by the normal gravity value computed on the
 QW0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0665.degrees latitude (g = 980.6199 gals.).
 QW0665
 QW0665.The modeled gravity was interpolated from observed gravity values.
 QW0665
 QW0665;                    North         East    Units  Estimated Accuracy
 QW0665;SPC MT       -   146,960.      695,840.      MT  (+/- 180 meters Scaled)
 QW0665
 QW0665                          SUPERSEDED SURVEY CONTROL
 QW0665
 QW0665.No superseded survey control is available for this station.
 QW0665
 QW0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR128494(NAD 83)
 QW0665_MARKER: DB = BENCH MARK DISK
 QW0665_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0665_SP_SET: PREFAB CONC. POST IN EARTH
 QW0665_STAMPING: 14 DHW 1967
 QW0665_MARK LOGO: USGS  
 QW0665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0665+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0665
 QW0665  HISTORY     - Date     Condition        Report By
 QW0665  HISTORY     - 1967     MONUMENTED       USGS
 QW0665
 QW0665                          STATION DESCRIPTION
 QW0665
 QW0665'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0665'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 15.6 MILES
 QW0665'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A JUNCTION WITH A RANCH ROAD,
 QW0665'THENCE 9.5 MILES SOUTHWEST ALONG RANCH ROAD, AT CORMIERS EAST FORK
 QW0665'CAMP, IN THE SOUTHWEST CORNER OF SECTION 16/TOWNSHIP 3 SOUTH/RANGE 28
 QW0665'EAST, 150 FEET NORTH OF THE NORTHEAST CORNER OF A CORRAL, 13 FEET
 QW0665'WEST OF THE ROAD, 2 FEET EAST OF A WEST LANE FENCE, 2 FEET SOUTH OF A
 QW0665'POLE FENCE, WITNESS SIGN NAILED TO CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0385 ***********************************************************************
 QV0385  DESIGNATION -  14 JLP
 QV0385  PID         -  QV0385
 QV0385  STATE/COUNTY-  MT/ROSEBUD
 QV0385  USGS QUAD   -  POKER JIM BUTTE (1995)
 QV0385
 QV0385                         *CURRENT SURVEY CONTROL
 QV0385  ___________________________________________________________________
 QV0385* NAD 83(1986)-  45 17 28.     (N)    106 21 22.     (W)     SCALED    
 QV0385* NAVD 88     -      1134.352  (meters)    3721.62   (feet)  ADJUSTED  
 QV0385  ___________________________________________________________________
 QV0385  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 QV0385  DYNAMIC HT  -        1134.035 (meters)    3720.58  (feet)  COMP
 QV0385  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 QV0385
 QV0385  VERT ORDER  -  THIRD
 QV0385
 QV0385.The horizontal coordinates were scaled from a topographic map and have
 QV0385.an estimated accuracy of +/- 6 seconds.
 QV0385
 QV0385.The orthometric height was determined by differential leveling
 QV0385.and adjusted by the National Geodetic Survey in June 1991..
 QV0385
 QV0385.The geoid height was determined by GEOID03.
 QV0385
 QV0385.The dynamic height is computed by dividing the NAVD 88
 QV0385.geopotential number by the normal gravity value computed on the
 QV0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0385.degrees latitude (g = 980.6199 gals.).
 QV0385
 QV0385.The modeled gravity was interpolated from observed gravity values.
 QV0385
 QV0385;                    North         East    Units  Estimated Accuracy
 QV0385;SPC MT       -   120,660.      846,520.      MT  (+/- 180 meters Scaled)
 QV0385
 QV0385                          SUPERSEDED SURVEY CONTROL
 QV0385
 QV0385  NGVD 29 (??/??/92) 1133.63   (m)         3719.3    (f) COMPUTED    3 0
 QV0385
 QV0385.Superseded values are not recommended for survey control.
 QV0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0385.See file dsdata.txt to determine how the superseded data were derived.
 QV0385
 QV0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL936161(NAD 83)
 QV0385_MARKER: DB = BENCH MARK DISK
 QV0385_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0385_SP_SET: PREFAB CONC. POST IN EARTH
 QV0385_STAMPING: 14 JLP 1966
 QV0385_MARK LOGO: USGS  
 QV0385_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0385+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0385
 QV0385  HISTORY     - Date     Condition        Report By
 QV0385  HISTORY     - 1966     MONUMENTED       USGS
 QV0385
 QV0385                          STATION DESCRIPTION
 QV0385
 QV0385'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0385'FROM BIRNEY, MONTANA, PROCEED 8.9 MILES SOUTH AND EAST ALONG A ROAD,
 QV0385'1.2 MILES EAST OF E.M. DANIELS RANCH, 0.2 MILES NORTHEAST OF A GROUP
 QV0385'OF ABANDONED RANCH BUILDINGS, IN NORTHWEST 1/4 OF SECTION 28/TOWNSHIP
 QV0385'6 SOUTH/RANGE 44 EAST, 300 FEET SOUTHEAST OF A LARGE STOCK TANK, 45
 QV0385'FEET NORTH AND 3.8 FEET HIGHER THAN THE ROAD, 14 FEET SOUTH OF THE
 QV0385'SOUTHEAST CORNER OF AN EXCAVATED BORROW AREA, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0804 ***********************************************************************
 SS0804  DESIGNATION -  14 JRM
 SS0804  PID         -  SS0804
 SS0804  STATE/COUNTY-  MT/CASCADE
 SS0804  USGS QUAD   -  STOCKETT (1965)
 SS0804
 SS0804                         *CURRENT SURVEY CONTROL
 SS0804  ___________________________________________________________________
 SS0804* NAD 83(1986)-  47 17 49.     (N)    111 12 09.     (W)     SCALED    
 SS0804* NAVD 88     -      1235.344  (meters)    4052.96   (feet)  ADJUSTED  
 SS0804  ___________________________________________________________________
 SS0804  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 SS0804  DYNAMIC HT  -        1235.191 (meters)    4052.46  (feet)  COMP
 SS0804  MODELED GRAV-     980,445.6   (mgal)                       NAVD 88
 SS0804
 SS0804  VERT ORDER  -  SECOND    CLASS 0
 SS0804
 SS0804.The horizontal coordinates were scaled from a topographic map and have
 SS0804.an estimated accuracy of +/- 6 seconds.
 SS0804
 SS0804.The orthometric height was determined by differential leveling
 SS0804.and adjusted by the National Geodetic Survey in June 1991..
 SS0804
 SS0804.The geoid height was determined by GEOID03.
 SS0804
 SS0804.The dynamic height is computed by dividing the NAVD 88
 SS0804.geopotential number by the normal gravity value computed on the
 SS0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0804.degrees latitude (g = 980.6199 gals.).
 SS0804
 SS0804.The modeled gravity was interpolated from observed gravity values.
 SS0804
 SS0804;                    North         East    Units  Estimated Accuracy
 SS0804;SPC MT       -   339,970.      471,320.      MT  (+/- 180 meters Scaled)
 SS0804
 SS0804                          SUPERSEDED SURVEY CONTROL
 SS0804
 SS0804  NGVD 29 (??/??/92) 1234.388  (m)         4049.82   (f) ADJ UNCH    2 0
 SS0804
 SS0804.Superseded values are not recommended for survey control.
 SS0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0804.See file dsdata.txt to determine how the superseded data were derived.
 SS0804
 SS0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT846381(NAD 83)
 SS0804_MARKER: DD = SURVEY DISK
 SS0804_SETTING: 66 = SET IN ROCK OUTCROP
 SS0804_SP_SET: ROCK LEDGE
 SS0804_STAMPING: 14 JRM 1953 4050
 SS0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0804+STABILITY: POSITION/ELEVATION WELL
 SS0804
 SS0804  HISTORY     - Date     Condition        Report By
 SS0804  HISTORY     - 1953     MONUMENTED       USGS
 SS0804  HISTORY     - 1961     GOOD             NGS
 SS0804  HISTORY     - 1965     MARK NOT FOUND   USGS
 SS0804
 SS0804                          STATION DESCRIPTION
 SS0804
 SS0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0804'4.4 MI NE FROM EDEN.
 SS0804'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0804'EDEN, THENCE 1.9 MILES NORTHEAST ALONG A COUNTY ROAD, ABOUT MIDWAY UP
 SS0804'A HILL, IN THE TOP OF THE WEST-SOUTHWEST END OF A ROCK LEDGE, 17 FEET
 SS0804'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 95 FEET EAST-NORTHEAST
 SS0804'OF A T FENCE JUNCTION, 3.0 FEET ABOVE THE GROUND, AND 4 FEET HIGHER
 SS0804'THAN THE ROAD.
 SS0804
 SS0804                          STATION RECOVERY (1965)
 SS0804
 SS0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SS0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0644 ***********************************************************************
 RU0644  DESIGNATION -  14 JRP
 RU0644  PID         -  RU0644
 RU0644  STATE/COUNTY-  MT/ROSEBUD
 RU0644  USGS QUAD   -  MILLER CREEK SW (1969)
 RU0644
 RU0644                         *CURRENT SURVEY CONTROL
 RU0644  ___________________________________________________________________
 RU0644* NAD 83(1986)-  46 01 32.     (N)    106 14 34.     (W)     SCALED    
 RU0644* NAVD 88     -      1001.881  (meters)    3287.00   (feet)  ADJUSTED  
 RU0644  ___________________________________________________________________
 RU0644  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RU0644  DYNAMIC HT  -        1001.714 (meters)    3286.46  (feet)  COMP
 RU0644  MODELED GRAV-     980,414.5   (mgal)                       NAVD 88
 RU0644
 RU0644  VERT ORDER  -  THIRD
 RU0644
 RU0644.The horizontal coordinates were scaled from a topographic map and have
 RU0644.an estimated accuracy of +/- 6 seconds.
 RU0644
 RU0644.The orthometric height was determined by differential leveling
 RU0644.and adjusted by the National Geodetic Survey in June 1991..
 RU0644
 RU0644.The geoid height was determined by GEOID03.
 RU0644
 RU0644.The dynamic height is computed by dividing the NAVD 88
 RU0644.geopotential number by the normal gravity value computed on the
 RU0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0644.degrees latitude (g = 980.6199 gals.).
 RU0644
 RU0644.The modeled gravity was interpolated from observed gravity values.
 RU0644
 RU0644;                    North         East    Units  Estimated Accuracy
 RU0644;SPC MT       -   202,560.      852,010.      MT  (+/- 180 meters Scaled)
 RU0644
 RU0644                          SUPERSEDED SURVEY CONTROL
 RU0644
 RU0644.No superseded survey control is available for this station.
 RU0644
 RU0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL038976(NAD 83)
 RU0644_MARKER: DB = BENCH MARK DISK
 RU0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0644_SP_SET: COPPER-CLAD STEEL ROD
 RU0644_STAMPING: 14 JRP 1969
 RU0644_MARK LOGO: USGS  
 RU0644_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0644+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0644
 RU0644  HISTORY     - Date     Condition        Report By
 RU0644  HISTORY     - 1969     MONUMENTED       USGS
 RU0644
 RU0644                          STATION DESCRIPTION
 RU0644
 RU0644'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0644'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0644'AND 12, THENCE 15.2 MILES SOUTHEAST AND 2.0 MILES EAST ALONG SWEENEY
 RU0644'CREEK ROAD, THENCE 7.0 MILES SOUTHEAST-SOUTHWEST ALONG A WINDING
 RU0644'MOUNTAIN ROAD, ABOUT 1.7 MILES SOUTHWEST OF USCGS TRIANGULATION
 RU0644'STATION SWEENEY 1934, 35 FEET SOUTH OF THE CENTER OF THE ROAD, 9 FEET
 RU0644'SOUTHWEST OF A 11 INCH PINE TREE, 4.5 FEET NORTHEAST OF AN IRON
 RU0644'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 RU0644'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0272 ***********************************************************************
 PY0272  DESIGNATION -  14 LC
 PY0272  PID         -  PY0272
 PY0272  STATE/COUNTY-  MT/GALLATIN
 PY0272  USGS QUAD   -  MADISON ARM (1986)
 PY0272
 PY0272                         *CURRENT SURVEY CONTROL
 PY0272  ___________________________________________________________________
 PY0272* NAD 83(1986)-  44 41 01.     (N)    111 12 27.     (W)     SCALED    
 PY0272* NAVD 88     -      2007.758  (meters)    6587.12   (feet)  ADJUSTED  
 PY0272  ___________________________________________________________________
 PY0272  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0272  DYNAMIC HT  -        2006.632 (meters)    6583.43  (feet)  COMP
 PY0272  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 PY0272
 PY0272  VERT ORDER  -  FIRST     CLASS II
 PY0272
 PY0272.The horizontal coordinates were scaled from a topographic map and have
 PY0272.an estimated accuracy of +/- 6 seconds.
 PY0272
 PY0272.The orthometric height was determined by differential leveling
 PY0272.and adjusted by the National Geodetic Survey in June 1991..
 PY0272
 PY0272.The geoid height was determined by GEOID03.
 PY0272
 PY0272.The dynamic height is computed by dividing the NAVD 88
 PY0272.geopotential number by the normal gravity value computed on the
 PY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0272.degrees latitude (g = 980.6199 gals.).
 PY0272
 PY0272.The modeled gravity was interpolated from observed gravity values.
 PY0272
 PY0272;                    North         East    Units  Estimated Accuracy
 PY0272;SPC MT       -    49,680.      464,610.      MT  (+/- 180 meters Scaled)
 PY0272
 PY0272                          SUPERSEDED SURVEY CONTROL
 PY0272
 PY0272  NGVD 29 (08/20/92) 2006.517  (m)         6583.05   (f) ADJUSTED    1 2
 PY0272
 PY0272.Superseded values are not recommended for survey control.
 PY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0272.See file dsdata.txt to determine how the superseded data were derived.
 PY0272
 PY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ835478(NAD 83)
 PY0272_MARKER: DD = SURVEY DISK
 PY0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0272_STAMPING: 14 LC 1963 6584
 PY0272_MARK LOGO: USGS  
 PY0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0272+STABILITY: SURFACE MOTION
 PY0272
 PY0272  HISTORY     - Date     Condition        Report By
 PY0272  HISTORY     - 1963     MONUMENTED       USGS
 PY0272  HISTORY     - 1964     GOOD             NGS
 PY0272  HISTORY     - 1983     GOOD             NGS
 PY0272
 PY0272                          STATION DESCRIPTION
 PY0272
 PY0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0272'6.0 MI W FROM WEST YELLOWSTONE.
 PY0272'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAYS 191 AND 20 AND STATE HIGHWAY
 PY0272'287 FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE,
 PY0272'THENCE 5.7 MILES WEST ALONG U.S. HIGHWAYS 191 AND 20 AND STATE HIGHWAY
 PY0272'287, IN S 23, T 13 S, R 4 E, 103 FEET EAST OF THE CENTER LINE OF THE
 PY0272'ENTRANCE ROAD TO THE DEEP WELL RANCH, 69 FEET NORTH OF THE CENTER LINE
 PY0272'OF THE HIGHWAY, 5 1/2 FEET SOUTH OF A FENCE, 1.9 FEET SOUTHEAST OF A
 PY0272'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 PY0272'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. IT IS A
 PY0272'CHISELED SQUARE ON THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 PY0272'MOST NORTHERLY OF THREE LARGE GATE POSTS AT THE ENTRANCE TO THE DEEP
 PY0272'WELL RANCH, 121 FEET WEST OF 14 LC (U.S.G.S.), 91 FEET NORTH OF THE
 PY0272'CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF THE CENTER LINE OF THE
 PY0272'ENTRANCE TO THE RANCH, 16 1/2 FEET WEST OF THE WEST END OF A CATTLE
 PY0272'GUARD.
 PY0272
 PY0272                          STATION RECOVERY (1983)
 PY0272
 PY0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0272'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE WITH
 PY0272'THE FOLLOWING EXCEPTION, THE RAILROAD STATION IS NOW THE MUSEUM OF THE
 PY0272'YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0271 ***********************************************************************
 PY0271  DESIGNATION -  14 LC RM
 PY0271  PID         -  PY0271
 PY0271  STATE/COUNTY-  MT/GALLATIN
 PY0271  USGS QUAD   -  MADISON ARM (1986)
 PY0271
 PY0271                         *CURRENT SURVEY CONTROL
 PY0271  ___________________________________________________________________
 PY0271* NAD 83(1986)-  44 41 01.     (N)    111 12 29.     (W)     SCALED    
 PY0271* NAVD 88     -      2007.821  (meters)    6587.33   (feet)  ADJUSTED  
 PY0271  ___________________________________________________________________
 PY0271  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0271  DYNAMIC HT  -        2006.695 (meters)    6583.63  (feet)  COMP
 PY0271  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 PY0271
 PY0271  VERT ORDER  -  FIRST     CLASS II
 PY0271
 PY0271.The horizontal coordinates were scaled from a topographic map and have
 PY0271.an estimated accuracy of +/- 6 seconds.
 PY0271
 PY0271.The orthometric height was determined by differential leveling
 PY0271.and adjusted by the National Geodetic Survey in June 1991..
 PY0271
 PY0271.The geoid height was determined by GEOID03.
 PY0271
 PY0271.The dynamic height is computed by dividing the NAVD 88
 PY0271.geopotential number by the normal gravity value computed on the
 PY0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0271.degrees latitude (g = 980.6199 gals.).
 PY0271
 PY0271.The modeled gravity was interpolated from observed gravity values.
 PY0271
 PY0271;                    North         East    Units  Estimated Accuracy
 PY0271;SPC MT       -    49,680.      464,570.      MT  (+/- 180 meters Scaled)
 PY0271
 PY0271                          SUPERSEDED SURVEY CONTROL
 PY0271
 PY0271  NGVD 29 (??/??/92) 2006.307  (m)         6582.36   (f) ADJ UNCH    1 2
 PY0271
 PY0271.Superseded values are not recommended for survey control.
 PY0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0271.See file dsdata.txt to determine how the superseded data were derived.
 PY0271
 PY0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ835478(NAD 83)
 PY0271_MARKER: Q = CHISELED SQUARE
 PY0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0271_SP_SET: GATE POST BASE
 PY0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0271
 PY0271  HISTORY     - Date     Condition        Report By
 PY0271  HISTORY     - UNK      MONUMENTED       USGS
 PY0271  HISTORY     - 1964     GOOD             NGS
 PY0271  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0271
 PY0271                          STATION DESCRIPTION
 PY0271
 PY0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0271'6.0 MI W FROM WEST YELLOWSTONE.
 PY0271'ON THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE MOST NORTHERLY OF
 PY0271'THREE LARGE GATE POSTS AT THE ENTRANCE TO THE DEEP WELL RANCH, 121
 PY0271'FEET WEST OF 14 LC (USGS), 91 FEET NORTH OF THE CENTER LINE OF THE
 PY0271'HIGHWAY, 23 FEET WEST OF THE CENTER LINE OF THE ENTRANCE TO THE RANCH,
 PY0271'16 1/2 FEET WEST OF THE WEST END OF A CATTLE GUARD.
 PY0271
 PY0271                          STATION RECOVERY (1983)
 PY0271
 PY0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0352 ***********************************************************************
 QU0352  DESIGNATION -  14 RCN
 QU0352  PID         -  QU0352
 QU0352  STATE/COUNTY-  MT/CARTER
 QU0352  USGS QUAD   -  W L BUTTE (1979)
 QU0352
 QU0352                         *CURRENT SURVEY CONTROL
 QU0352  ___________________________________________________________________
 QU0352* NAD 83(1986)-  45 35 51.     (N)    104 46 17.     (W)     SCALED    
 QU0352* NAVD 88     -      1074.247  (meters)    3524.43   (feet)  ADJUSTED  
 QU0352  ___________________________________________________________________
 QU0352  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 QU0352  DYNAMIC HT  -        1074.014 (meters)    3523.66  (feet)  COMP
 QU0352  MODELED GRAV-     980,361.6   (mgal)                       NAVD 88
 QU0352
 QU0352  VERT ORDER  -  THIRD
 QU0352
 QU0352.The horizontal coordinates were scaled from a topographic map and have
 QU0352.an estimated accuracy of +/- 6 seconds.
 QU0352
 QU0352.The orthometric height was determined by differential leveling
 QU0352.and adjusted by the National Geodetic Survey in June 1991..
 QU0352
 QU0352.The geoid height was determined by GEOID03.
 QU0352
 QU0352.The dynamic height is computed by dividing the NAVD 88
 QU0352.geopotential number by the normal gravity value computed on the
 QU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0352.degrees latitude (g = 980.6199 gals.).
 QU0352
 QU0352.The modeled gravity was interpolated from observed gravity values.
 QU0352
 QU0352;                    North         East    Units  Estimated Accuracy
 QU0352;SPC MT       -   160,890.      968,600.      MT  (+/- 180 meters Scaled)
 QU0352
 QU0352                          SUPERSEDED SURVEY CONTROL
 QU0352
 QU0352  NGVD 29 (??/??/92) 1073.67   (m)         3522.5    (f) COMPUTED    3 0
 QU0352
 QU0352.Superseded values are not recommended for survey control.
 QU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0352.See file dsdata.txt to determine how the superseded data were derived.
 QU0352
 QU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL178493(NAD 83)
 QU0352_MARKER: DB = BENCH MARK DISK
 QU0352_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0352_SP_SET: COPPER-CLAD STEEL ROD
 QU0352_STAMPING: 14 RCN 1973 3522
 QU0352_MARK LOGO: USGS  
 QU0352_PROJECTION: FLUSH
 QU0352_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0352+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0352_ROD/PIPE-DEPTH: 9    meters
 QU0352
 QU0352  HISTORY     - Date     Condition        Report By
 QU0352  HISTORY     - 1973     MONUMENTED       USGS
 QU0352
 QU0352                          STATION DESCRIPTION
 QU0352
 QU0352'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0352'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 28.1 MILES SOUTH ALONG
 QU0352'CHALK BUTTES ROAD TO THE JUNCTION OF CHALK BUTTES ROAD AND RIDGE
 QU0352'ROAD, 85 FEET SOUTH AND 49 FEET EAST OF THE ROAD FORKS, 60 FEET
 QU0352'SOUTHEAST OF A FENCE CORNER, 1.3 FEET SOUTH OF A FENCE, 2.0 FEET WEST
 QU0352'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0518 ***********************************************************************
 RU0518  DESIGNATION -  14 RDS
 RU0518  PID         -  RU0518
 RU0518  STATE/COUNTY-  MT/ROSEBUD
 RU0518  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0518
 RU0518                         *CURRENT SURVEY CONTROL
 RU0518  ___________________________________________________________________
 RU0518* NAD 83(1986)-  46 48 13.     (N)    107 41 50.     (W)     SCALED    
 RU0518* NAVD 88     -       876.728  (meters)    2876.40   (feet)  ADJUSTED  
 RU0518  ___________________________________________________________________
 RU0518  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 RU0518  DYNAMIC HT  -         876.667 (meters)    2876.20  (feet)  COMP
 RU0518  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 RU0518
 RU0518  VERT ORDER  -  SECOND    CLASS 0
 RU0518
 RU0518.The horizontal coordinates were scaled from a topographic map and have
 RU0518.an estimated accuracy of +/- 6 seconds.
 RU0518
 RU0518.The orthometric height was determined by differential leveling
 RU0518.and adjusted by the National Geodetic Survey in June 1991..
 RU0518
 RU0518.The geoid height was determined by GEOID03.
 RU0518
 RU0518.The dynamic height is computed by dividing the NAVD 88
 RU0518.geopotential number by the normal gravity value computed on the
 RU0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0518.degrees latitude (g = 980.6199 gals.).
 RU0518
 RU0518.The modeled gravity was interpolated from observed gravity values.
 RU0518
 RU0518;                    North         East    Units  Estimated Accuracy
 RU0518;SPC MT       -   285,340.      737,520.      MT  (+/- 180 meters Scaled)
 RU0518
 RU0518                          SUPERSEDED SURVEY CONTROL
 RU0518
 RU0518.No superseded survey control is available for this station.
 RU0518
 RU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM941868(NAD 83)
 RU0518_MARKER: DB = BENCH MARK DISK
 RU0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0518_SP_SET: CONCRETE POST
 RU0518_STAMPING: 14 RDS 1962
 RU0518_MARK LOGO: USGS  
 RU0518_PROJECTION: PROJECTING 8 CENTIMETERS
 RU0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0518+STABILITY: SURFACE MOTION
 RU0518
 RU0518  HISTORY     - Date     Condition        Report By
 RU0518  HISTORY     - 1962     MONUMENTED       USGS
 RU0518
 RU0518                          STATION DESCRIPTION
 RU0518
 RU0518'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0518'30.6 KM (19.00 MI) NORTH FROM MELSTONE.
 RU0518'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0518'THENCE 14.6 MILES NORTH ALONG GRADED AND TRAIL ROADS, 1.1 MILE
 RU0518'SOUTH OF THE FORD ON RATTLESNAKE CREEK, 0.75 MILES SOUTH OF KINCHELOE
 RU0518'SHEEP CAMP, NEAR THE CENTER OF SECTION 16, T. 12 N., R. 32 E., 41
 RU0518'FEETSOUTH AND 38 FEET EAST OF THE CENTERLINE OF THE ROAD AT DRAIN.
 RU0518'THE MARK IS 5.1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0538 ***********************************************************************
 TK0538  DESIGNATION -  14 REB
 TK0538  PID         -  TK0538
 TK0538  STATE/COUNTY-  MT/BLAINE
 TK0538  USGS QUAD   -  GRABLE COULEE (1964)
 TK0538
 TK0538                         *CURRENT SURVEY CONTROL
 TK0538  ___________________________________________________________________
 TK0538* NAD 83(1986)-  48 37 15.     (N)    108 43 30.     (W)     SCALED    
 TK0538* NAVD 88     -       821.379  (meters)    2694.81   (feet)  POSTED    
 TK0538  ___________________________________________________________________
 TK0538  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0538  DYNAMIC HT  -         821.480 (meters)    2695.14  (feet)  COMP
 TK0538  MODELED GRAV-     980,702.1   (mgal)                       NAVD 88
 TK0538
 TK0538  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0538
 TK0538.The horizontal coordinates were scaled from a topographic map and have
 TK0538.an estimated accuracy of +/- 6 seconds.
 TK0538
 TK0538.The orthometric height was determined by differential leveling
 TK0538.and adjusted by the National Geodetic Survey in 1992..
 TK0538.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0538.rate of 0.0 thru 1.0 mm/km.
 TK0538
 TK0538.The geoid height was determined by GEOID03.
 TK0538
 TK0538.The dynamic height is computed by dividing the NAVD 88
 TK0538.geopotential number by the normal gravity value computed on the
 TK0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0538.degrees latitude (g = 980.6199 gals.).
 TK0538
 TK0538.The modeled gravity was interpolated from observed gravity values.
 TK0538
 TK0538;                    North         East    Units  Estimated Accuracy
 TK0538;SPC MT       -   485,990.      657,120.      MT  (+/- 180 meters Scaled)
 TK0538
 TK0538                          SUPERSEDED SURVEY CONTROL
 TK0538
 TK0538.No superseded survey control is available for this station.
 TK0538
 TK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU676878(NAD 83)
 TK0538_MARKER: DB = BENCH MARK DISK
 TK0538_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0538+WITH SETTING: INFORMATION.
 TK0538_SP_SET: SHALLOW-SET METAL ROD
 TK0538_STAMPING: 14 REB 1979
 TK0538_MARK LOGO: USGS  
 TK0538_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0538_ROD/PIPE-DEPTH: 2.44 meters
 TK0538
 TK0538  HISTORY     - Date     Condition        Report By
 TK0538  HISTORY     - 1979     MONUMENTED       USGS
 TK0538
 TK0538                          STATION DESCRIPTION
 TK0538
 TK0538'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0538'11.3 KM (7.00 MI) NNE FROM HARLEM.
 TK0538'7.0 MILES NORTH - NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT
 TK0538'ALONG HIGHWAY 241, 0.2 MILES SOUTHWEST OF A BRIDGE, 0.2 MILES
 TK0538'NORTHEAST OF THE CENTER OF SECTION 16, T33N, R23E, 65 FEET SOUTHEAST
 TK0538'AND 17 FEET SOUTHWEST OF A T - ROAD EAST, AND 1.4 FEET NORTHWEST OF A
 TK0538'FENCE.
 TK0538'THE MARK IS 4.6 FT  NE FROM  A WITNESS POST
 TK0538'THE MARK IS ABOVE LEVEL WITH T-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0987 ***********************************************************************
 TN0987  DESIGNATION -  14 RHM
 TN0987  PID         -  TN0987
 TN0987  STATE/COUNTY-  MT/LINCOLN
 TN0987  USGS QUAD   -  FLATIRON MOUNTAIN (1963)
 TN0987
 TN0987                         *CURRENT SURVEY CONTROL
 TN0987  ___________________________________________________________________
 TN0987* NAD 83(1986)-  48 41 24.     (N)    115 38 41.     (W)     SCALED    
 TN0987* NAVD 88     -      1301.205  (meters)    4269.04   (feet)  ADJUSTED  
 TN0987  ___________________________________________________________________
 TN0987  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 TN0987  DYNAMIC HT  -        1301.205 (meters)    4269.04  (feet)  COMP
 TN0987  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 TN0987
 TN0987  VERT ORDER  -  THIRD
 TN0987
 TN0987.The horizontal coordinates were scaled from a topographic map and have
 TN0987.an estimated accuracy of +/- 6 seconds.
 TN0987
 TN0987.The orthometric height was determined by differential leveling
 TN0987.and adjusted by the National Geodetic Survey in June 1991..
 TN0987
 TN0987.The geoid height was determined by GEOID03.
 TN0987
 TN0987.The dynamic height is computed by dividing the NAVD 88
 TN0987.geopotential number by the normal gravity value computed on the
 TN0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0987.degrees latitude (g = 980.6199 gals.).
 TN0987
 TN0987.The modeled gravity was interpolated from observed gravity values.
 TN0987
 TN0987;                    North         East    Units  Estimated Accuracy
 TN0987;SPC MT       -   511,130.      148,140.      MT  (+/- 180 meters Scaled)
 TN0987
 TN0987                          SUPERSEDED SURVEY CONTROL
 TN0987
 TN0987.No superseded survey control is available for this station.
 TN0987
 TN0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP997938(NAD 83)
 TN0987_MARKER: DB = BENCH MARK DISK
 TN0987_SETTING: 66 = SET IN ROCK OUTCROP
 TN0987_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0987_STAMPING: 14 RHM 1963
 TN0987_MARK LOGO: USGS  
 TN0987_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0987+STABILITY: POSITION/ELEVATION WELL
 TN0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0987+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0987
 TN0987  HISTORY     - Date     Condition        Report By
 TN0987  HISTORY     - 1963     MONUMENTED       USGS
 TN0987
 TN0987                          STATION DESCRIPTION
 TN0987
 TN0987'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0987'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0987'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 25.9
 TN0987'MILES NORTH ALONG ROAD 68 TO A SHARP CURVE TURNOUT AND DRAIN
 TN0987'CROSSING, 94 FEET NORTHWEST OF THE ROAD AT A TURNOUT, IN AN EMBEDDED
 TN0987'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1083 ***********************************************************************
 SU1083  DESIGNATION -  14 RHM
 SU1083  PID         -  SU1083
 SU1083  STATE/COUNTY-  MT/SANDERS
 SU1083  USGS QUAD   -  CALICO CREEK (1964)
 SU1083
 SU1083                         *CURRENT SURVEY CONTROL
 SU1083  ___________________________________________________________________
 SU1083* NAD 83(1986)-  47 42 48.     (N)    115 03 31.     (W)     SCALED    
 SU1083* NAVD 88     -       870.996  (meters)    2857.59   (feet)  ADJUSTED  
 SU1083  ___________________________________________________________________
 SU1083  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU1083  DYNAMIC HT  -         870.962 (meters)    2857.48  (feet)  COMP
 SU1083  MODELED GRAV-     980,544.2   (mgal)                       NAVD 88
 SU1083
 SU1083  VERT ORDER  -  THIRD
 SU1083
 SU1083.The horizontal coordinates were scaled from a topographic map and have
 SU1083.an estimated accuracy of +/- 6 seconds.
 SU1083
 SU1083.The orthometric height was determined by differential leveling
 SU1083.and adjusted by the National Geodetic Survey in June 1991..
 SU1083
 SU1083.The geoid height was determined by GEOID03.
 SU1083
 SU1083.The dynamic height is computed by dividing the NAVD 88
 SU1083.geopotential number by the normal gravity value computed on the
 SU1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1083.degrees latitude (g = 980.6199 gals.).
 SU1083
 SU1083.The modeled gravity was interpolated from observed gravity values.
 SU1083
 SU1083;                    North         East    Units  Estimated Accuracy
 SU1083;SPC MT       -   399,620.      183,470.      MT  (+/- 180 meters Scaled)
 SU1083
 SU1083                          SUPERSEDED SURVEY CONTROL
 SU1083
 SU1083.No superseded survey control is available for this station.
 SU1083
 SU1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN456862(NAD 83)
 SU1083_MARKER: DB = BENCH MARK DISK
 SU1083_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1083_SP_SET: PREFAB CONC. POST IN EARTH
 SU1083_STAMPING: 14 RHM 1964
 SU1083_MARK LOGO: USGS  
 SU1083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1083+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1083
 SU1083  HISTORY     - Date     Condition        Report By
 SU1083  HISTORY     - 1964     MONUMENTED       USGS
 SU1083
 SU1083                          STATION DESCRIPTION
 SU1083
 SU1083'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1083'FROM THE NORTH PACIFIC RAILROAD STATION AT THOMPSON FALLS, MONTANA,
 SU1083'PROCEED 5.1 MILES SOUTHEAST TO THE JUNCTION OF U S HIGHWAY 10A AND
 SU1083'THOMPSON RIVER ROAD, THENCE 15.1 MILES NORTH ALONG THOMPSON RIVER
 SU1083'ROAD TO FISH TRAP CREEK, 17.0 MILES SOUTH OF BEND GUARD STATION, 100
 SU1083'FEET SOUTH OF THE CENTER OF THE BRIDGE OVER FISH TRAP CREEK AND 69
 SU1083'FEET EAST OF MAIN ROAD, PROJECTING 1.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0706 ***********************************************************************
 TL0706  DESIGNATION -  14 WCA
 TL0706  PID         -  TL0706
 TL0706  STATE/COUNTY-  MT/LIBERTY
 TL0706  USGS QUAD   -  BOBCAT COULEE NE (1964)
 TL0706
 TL0706                         *CURRENT SURVEY CONTROL
 TL0706  ___________________________________________________________________
 TL0706* NAD 83(1986)-  48 54 51.     (N)    110 46 23.     (W)     SCALED    
 TL0706* NAVD 88     -       959.792  (meters)    3148.92   (feet)  ADJUSTED  
 TL0706  ___________________________________________________________________
 TL0706  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 TL0706  DYNAMIC HT  -         959.887 (meters)    3149.23  (feet)  COMP
 TL0706  MODELED GRAV-     980,676.5   (mgal)                       NAVD 88
 TL0706
 TL0706  VERT ORDER  -  THIRD
 TL0706
 TL0706.The horizontal coordinates were scaled from a topographic map and have
 TL0706.an estimated accuracy of +/- 6 seconds.
 TL0706
 TL0706.The orthometric height was determined by differential leveling
 TL0706.and adjusted by the National Geodetic Survey in June 1991..
 TL0706
 TL0706.The geoid height was determined by GEOID03.
 TL0706
 TL0706.The dynamic height is computed by dividing the NAVD 88
 TL0706.geopotential number by the normal gravity value computed on the
 TL0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0706.degrees latitude (g = 980.6199 gals.).
 TL0706
 TL0706.The modeled gravity was interpolated from observed gravity values.
 TL0706
 TL0706;                    North         East    Units  Estimated Accuracy
 TL0706;SPC MT       -   519,080.      506,700.      MT  (+/- 180 meters Scaled)
 TL0706
 TL0706                          SUPERSEDED SURVEY CONTROL
 TL0706
 TL0706.No superseded survey control is available for this station.
 TL0706
 TL0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV166179(NAD 83)
 TL0706_MARKER: DB = BENCH MARK DISK
 TL0706_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0706_SP_SET: PREFAB CONC. POST IN EARTH
 TL0706_STAMPING: 14 WCA 1963 3146
 TL0706_MARK LOGO: USGS  
 TL0706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0706+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0706
 TL0706  HISTORY     - Date     Condition        Report By
 TL0706  HISTORY     - 1963     MONUMENTED       USGS
 TL0706
 TL0706                          STATION DESCRIPTION
 TL0706
 TL0706'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0706'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 24.6 MILES NORTH
 TL0706'ALONG JOPLIN ROAD, IN THE CENTER OF THE SOUTH EDGE OF SECTION
 TL0706'35/TOWNSHIP 37 NORTH/RANGE 7 EAST, 41 FEET NORTH AND 45 FEET WEST AND
 TL0706'LEVEL WITH A T-ROAD SOUTH, 2 FEET WEST OF A TELEPHONE POLE,
 TL0706'PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0687 ***********************************************************************
 TJ0687  DESIGNATION -  14 WR
 TJ0687  PID         -  TJ0687
 TJ0687  STATE/COUNTY-  MT/PHILLIPS
 TJ0687  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0687
 TJ0687                         *CURRENT SURVEY CONTROL
 TJ0687  ___________________________________________________________________
 TJ0687* NAD 83(1986)-  48 43 14.     (N)    107 39 34.     (W)     SCALED    
 TJ0687* NAVD 88     -       751.599  (meters)    2465.87   (feet)  POSTED    
 TJ0687  ___________________________________________________________________
 TJ0687  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 TJ0687  DYNAMIC HT  -         751.700 (meters)    2466.20  (feet)  COMP
 TJ0687  MODELED GRAV-     980,719.2   (mgal)                       NAVD 88
 TJ0687
 TJ0687  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0687
 TJ0687.The horizontal coordinates were scaled from a topographic map and have
 TJ0687.an estimated accuracy of +/- 6 seconds.
 TJ0687
 TJ0687.The orthometric height was determined by differential leveling
 TJ0687.and adjusted by the National Geodetic Survey in 1992..
 TJ0687.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0687.rate of 0.0 thru 1.0 mm/km.
 TJ0687
 TJ0687.The geoid height was determined by GEOID03.
 TJ0687
 TJ0687.The dynamic height is computed by dividing the NAVD 88
 TJ0687.geopotential number by the normal gravity value computed on the
 TJ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0687.degrees latitude (g = 980.6199 gals.).
 TJ0687
 TJ0687.The modeled gravity was interpolated from observed gravity values.
 TJ0687
 TJ0687;                    North         East    Units  Estimated Accuracy
 TJ0687;SPC MT       -   498,390.      735,390.      MT  (+/- 180 meters Scaled)
 TJ0687
 TJ0687                          SUPERSEDED SURVEY CONTROL
 TJ0687
 TJ0687.No superseded survey control is available for this station.
 TJ0687
 TJ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP044998(NAD 83)
 TJ0687_MARKER: DB = BENCH MARK DISK
 TJ0687_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0687_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0687_STAMPING: 14 WR 2464 1968
 TJ0687_MARK LOGO: USGS  
 TJ0687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0687+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0687
 TJ0687  HISTORY     - Date     Condition        Report By
 TJ0687  HISTORY     - 1968     MONUMENTED       USGS
 TJ0687
 TJ0687                          STATION DESCRIPTION
 TJ0687
 TJ0687'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0687'FROM WHITEWATER, MONTANA, PROCEED 3.4 MILES SOUTHWEST ALONG THE
 TJ0687'MALTA-WHITEWATER ROAD, 75 FEET NORTH AND 150 FEET EAST AND 2.0 FEET
 TJ0687'LOWER THAN THE CENTERLINE OF THE ROAD AT T-ROAD WEST, 18 FEET NORTH
 TJ0687'AND 16 FEET WEST OF A R.E.A. POLE, PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0220 ***********************************************************************
 PY0220  DESIGNATION -  144+00
 PY0220  PID         -  PY0220
 PY0220  STATE/COUNTY-  MT/GALLATIN
 PY0220  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0220
 PY0220                         *CURRENT SURVEY CONTROL
 PY0220  ___________________________________________________________________
 PY0220* NAD 83(1986)-  44 40 41.     (N)    111 06 43.     (W)     SCALED    
 PY0220* NAVD 88     -      2026.299  (meters)    6647.95   (feet)  ADJUSTED  
 PY0220  ___________________________________________________________________
 PY0220  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0220  DYNAMIC HT  -        2025.161 (meters)    6644.22  (feet)  COMP
 PY0220  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 PY0220
 PY0220  VERT ORDER  -  FIRST     CLASS II
 PY0220
 PY0220.This mark is at Yellowstone Airport (WYS)
 PY0220
 PY0220.The horizontal coordinates were scaled from a topographic map and have
 PY0220.an estimated accuracy of +/- 6 seconds.
 PY0220
 PY0220.The orthometric height was determined by differential leveling
 PY0220.and adjusted by the National Geodetic Survey in June 1991..
 PY0220
 PY0220.The geoid height was determined by GEOID03.
 PY0220
 PY0220.The dynamic height is computed by dividing the NAVD 88
 PY0220.geopotential number by the normal gravity value computed on the
 PY0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0220.degrees latitude (g = 980.6199 gals.).
 PY0220
 PY0220.The modeled gravity was interpolated from observed gravity values.
 PY0220
 PY0220;                    North         East    Units  Estimated Accuracy
 PY0220;SPC MT       -    48,900.      472,180.      MT  (+/- 180 meters Scaled)
 PY0220
 PY0220                          SUPERSEDED SURVEY CONTROL
 PY0220
 PY0220  NGVD 29 (??/??/92) 2024.760  (m)         6642.90   (f) ADJ UNCH    1 2
 PY0220
 PY0220.Superseded values are not recommended for survey control.
 PY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0220.See file dsdata.txt to determine how the superseded data were derived.
 PY0220
 PY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ911471(NAD 83)
 PY0220_MARKER: DD = SURVEY DISK
 PY0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0220_STAMPING: STA 144-00
 PY0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0220+STABILITY: SURFACE MOTION
 PY0220
 PY0220  HISTORY     - Date     Condition        Report By
 PY0220  HISTORY     - UNK      MONUMENTED       LOCENG
 PY0220  HISTORY     - 1969     GOOD             NGS
 PY0220
 PY0220                          STATION DESCRIPTION
 PY0220
 PY0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 PY0220'2.75 MI NW FROM WEST YELLOWSTONE.
 PY0220'ABOUT 2 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0220'RAILROAD STATION IN WEST YELLOWSTONE, THENCE WEST 0.75 MILE ALONG AN
 PY0220'ACCESS ROAD, AT THE WEST YELLOWSTONE AIRPORT, ABOUT 0.9 MILE SOUTH OF
 PY0220'THE ADMINISTRATION BUILDING, IN S 27, T 13 S, R 5 E, AT THE EXTREME
 PY0220'SOUTH END OF THE RUNWAY, IN THE CENTERLINE END OF THE RUNWAY, A BRASS
 PY0220'DISK SET IN THE TOP OF A CONCRETE POST, ABOUT 1 FOOT BELOW THE LEVEL
 PY0220'OF THE RUNWAY.  NOTE-- ACCESS TO THE DISK IS OBTAINED BY REMOVEING AN
 PY0220'IRON LID FROM THE TOP OF AN 8 INCH SEWER TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0040 ***********************************************************************
 QW0040  DESIGNATION -  15
 QW0040  PID         -  QW0040
 QW0040  STATE/COUNTY-  MT/YELLOWSTONE
 QW0040  USGS QUAD   -  NIBBE (1980)
 QW0040
 QW0040                         *CURRENT SURVEY CONTROL
 QW0040  ___________________________________________________________________
 QW0040* NAD 83(1986)-  45 57 18.     (N)    108 04 28.     (W)     SCALED    
 QW0040* NAVD 88     -       924.225  (meters)    3032.23   (feet)  POSTED    
 QW0040  ___________________________________________________________________
 QW0040  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 QW0040  DYNAMIC HT  -         924.060 (meters)    3031.69  (feet)  COMP
 QW0040  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 QW0040
 QW0040  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0040
 QW0040.The horizontal coordinates were scaled from a topographic map and have
 QW0040.an estimated accuracy of +/- 6 seconds.
 QW0040
 QW0040.The orthometric height was determined by differential leveling
 QW0040.and adjusted by the National Geodetic Survey in 1992..
 QW0040.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0040.rate of 0.0 thru 1.0 mm/km.
 QW0040
 QW0040.The geoid height was determined by GEOID03.
 QW0040
 QW0040.The dynamic height is computed by dividing the NAVD 88
 QW0040.geopotential number by the normal gravity value computed on the
 QW0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0040.degrees latitude (g = 980.6199 gals.).
 QW0040
 QW0040.The modeled gravity was interpolated from observed gravity values.
 QW0040
 QW0040;                    North         East    Units  Estimated Accuracy
 QW0040;SPC MT       -   190,480.      710,460.      MT  (+/- 180 meters Scaled)
 QW0040
 QW0040                          SUPERSEDED SURVEY CONTROL
 QW0040
 QW0040.No superseded survey control is available for this station.
 QW0040
 QW0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR267932(NAD 83)
 QW0040_MARKER: DD = SURVEY DISK
 QW0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0040_SP_SET: COPING
 QW0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0040
 QW0040  HISTORY     - Date     Condition        Report By
 QW0040  HISTORY     - UNK      MONUMENTED       BOR
 QW0040  HISTORY     - 1957     MARK NOT FOUND   NGS
 QW0040
 QW0040                          STATION DESCRIPTION
 QW0040
 QW0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0040'3.4 MI E FROM BALLANTINE.
 QW0040'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 QW0040'THE STATION AT BALLANTINE, AT THE CROSSING OF LATERAL H.C., IN THE
 QW0040'CENTER OF THE COPING, AND 10 FEET NORTH OF THE CENTERLINE OF THE
 QW0040'TRACK, AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  NOTE-- THE HEAD
 QW0040'WALL HAS BEEN BUILT UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0666 ***********************************************************************
 QW0666  DESIGNATION -  15 DHW
 QW0666  PID         -  QW0666
 QW0666  STATE/COUNTY-  MT/YELLOWSTONE
 QW0666  USGS QUAD   -  SODA SPRINGS (1967)
 QW0666
 QW0666                         *CURRENT SURVEY CONTROL
 QW0666  ___________________________________________________________________
 QW0666* NAD 83(1986)-  45 32 15.     (N)    108 15 20.     (W)     SCALED    
 QW0666* NAVD 88     -      1340.440  (meters)    4397.76   (feet)  POSTED    
 QW0666  ___________________________________________________________________
 QW0666  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 QW0666  DYNAMIC HT  -        1340.110 (meters)    4396.68  (feet)  COMP
 QW0666  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 QW0666
 QW0666  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0666
 QW0666.The horizontal coordinates were scaled from a topographic map and have
 QW0666.an estimated accuracy of +/- 6 seconds.
 QW0666
 QW0666.The orthometric height was determined by differential leveling
 QW0666.and adjusted by the National Geodetic Survey in 1992..
 QW0666.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0666.rate of 0.0 thru 1.0 mm/km.
 QW0666
 QW0666.The geoid height was determined by GEOID03.
 QW0666
 QW0666.The dynamic height is computed by dividing the NAVD 88
 QW0666.geopotential number by the normal gravity value computed on the
 QW0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0666.degrees latitude (g = 980.6199 gals.).
 QW0666
 QW0666.The modeled gravity was interpolated from observed gravity values.
 QW0666
 QW0666;                    North         East    Units  Estimated Accuracy
 QW0666;SPC MT       -   143,860.      697,170.      MT  (+/- 180 meters Scaled)
 QW0666
 QW0666                          SUPERSEDED SURVEY CONTROL
 QW0666
 QW0666.No superseded survey control is available for this station.
 QW0666
 QW0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR142463(NAD 83)
 QW0666_MARKER: DB = BENCH MARK DISK
 QW0666_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0666_SP_SET: PREFAB CONC. POST IN EARTH
 QW0666_STAMPING: 15 DHW 1967
 QW0666_MARK LOGO: USGS  
 QW0666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0666+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0666
 QW0666  HISTORY     - Date     Condition        Report By
 QW0666  HISTORY     - 1967     MONUMENTED       USGS
 QW0666
 QW0666                          STATION DESCRIPTION
 QW0666
 QW0666'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0666'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 15.6 MILES
 QW0666'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A JUNCTION WITH A RANCH ROAD,
 QW0666'THENCE 11.83 MILES SOUTHWEST TO A PIPELINE, 2.0 MILES SOUTHEAST OF
 QW0666'CORMIERS BROTHERS EAST FORK CAMP ALONG EAST ROAD OF 3 CROSSROADS,
 QW0666'NEAR SOUTHWEST CORNER OF SECTION 27/TOWNSHIP 3 SOUTH/RANGE 28 EAST,
 QW0666'514 FEET NORTHEAST ALONG PIPELINE FROM A DEEP DRAIN, 15 FEET
 QW0666'NORTHWEST OF THE PIPELINE, 0.3 MILES EAST OF A GROVE OF TREES,
 QW0666'WITNESS SIGN NAILED TO WOODEN POST FOR PIPELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0397 ***********************************************************************
 QV0397  DESIGNATION -  15 JLP
 QV0397  PID         -  QV0397
 QV0397  STATE/COUNTY-  MT/ROSEBUD
 QV0397  USGS QUAD   -  BROWNS MOUNTAIN (1995)
 QV0397
 QV0397                         *CURRENT SURVEY CONTROL
 QV0397  ___________________________________________________________________
 QV0397* NAD 83(1986)-  45 17 28.     (N)    106 24 29.     (W)     SCALED    
 QV0397* NAVD 88     -      1059.978  (meters)    3477.61   (feet)  ADJUSTED  
 QV0397  ___________________________________________________________________
 QV0397  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QV0397  DYNAMIC HT  -        1059.696 (meters)    3476.69  (feet)  COMP
 QV0397  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 QV0397
 QV0397  VERT ORDER  -  THIRD
 QV0397
 QV0397.The horizontal coordinates were scaled from a topographic map and have
 QV0397.an estimated accuracy of +/- 6 seconds.
 QV0397
 QV0397.The orthometric height was determined by differential leveling
 QV0397.and adjusted by the National Geodetic Survey in June 1991..
 QV0397
 QV0397.The geoid height was determined by GEOID03.
 QV0397
 QV0397.The dynamic height is computed by dividing the NAVD 88
 QV0397.geopotential number by the normal gravity value computed on the
 QV0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0397.degrees latitude (g = 980.6199 gals.).
 QV0397
 QV0397.The modeled gravity was interpolated from observed gravity values.
 QV0397
 QV0397;                    North         East    Units  Estimated Accuracy
 QV0397;SPC MT       -   120,500.      842,450.      MT  (+/- 180 meters Scaled)
 QV0397
 QV0397                          SUPERSEDED SURVEY CONTROL
 QV0397
 QV0397  NGVD 29 (??/??/92) 1059.28   (m)         3475.3    (f) COMPUTED    3 0
 QV0397
 QV0397.Superseded values are not recommended for survey control.
 QV0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0397.See file dsdata.txt to determine how the superseded data were derived.
 QV0397
 QV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL895162(NAD 83)
 QV0397_MARKER: DB = BENCH MARK DISK
 QV0397_SETTING: 80 = SET IN A BOULDER
 QV0397_SP_SET: BOULDER
 QV0397_STAMPING: 15 JLP 1966
 QV0397_MARK LOGO: USGS  
 QV0397_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0397+STABILITY: SURFACE MOTION
 QV0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0397+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0397
 QV0397  HISTORY     - Date     Condition        Report By
 QV0397  HISTORY     - 1966     MONUMENTED       USGS
 QV0397
 QV0397                          STATION DESCRIPTION
 QV0397
 QV0397'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0397'FROM BIRNEY, MONTANA, PROCEED 6.2 MILES SOUTH AND EAST ALONG A ROAD,
 QV0397'1.4 MILES WEST OF E.M. DANIELS RANCH, 1.1 MILES SOUTHEAST OF A
 QV0397'JUNCTION WITH TIMBER CREEK ROAD, IN NORTHEAST 1/4 OF SECTION
 QV0397'25/TOWNSHIP 6 SOUTH/RANGE 43 EAST, 125 FEET WEST OF A TRACK ROAD AND
 QV0397'A FENCE CROSSING, 75 FEET SOUTH AND 3 FEET LOWER THAN THE MAIN ROAD,
 QV0397'10 FEET SOUTH OF AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0109 ***********************************************************************
 QW0109  DESIGNATION -  15 JRM
 QW0109  PID         -  QW0109
 QW0109  STATE/COUNTY-  MT/STILLWATER
 QW0109  USGS QUAD   -  PARK CITY (1956)
 QW0109
 QW0109                         *CURRENT SURVEY CONTROL
 QW0109  ___________________________________________________________________
 QW0109* NAD 83(1986)-  45 37 32.     (N)    108 57 00.     (W)     SCALED    
 QW0109* NAVD 88     -      1043.755  (meters)    3424.39   (feet)  ADJUSTED  
 QW0109  ___________________________________________________________________
 QW0109  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 QW0109  DYNAMIC HT  -        1043.508 (meters)    3423.58  (feet)  COMP
 QW0109  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 QW0109
 QW0109  VERT ORDER  -  FIRST     CLASS II
 QW0109
 QW0109.The horizontal coordinates were scaled from a topographic map and have
 QW0109.an estimated accuracy of +/- 6 seconds.
 QW0109
 QW0109.The orthometric height was determined by differential leveling
 QW0109.and adjusted by the National Geodetic Survey in June 1991..
 QW0109
 QW0109.The geoid height was determined by GEOID03.
 QW0109
 QW0109.The dynamic height is computed by dividing the NAVD 88
 QW0109.geopotential number by the normal gravity value computed on the
 QW0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0109.degrees latitude (g = 980.6199 gals.).
 QW0109
 QW0109.The modeled gravity was interpolated from observed gravity values.
 QW0109
 QW0109;                    North         East    Units  Estimated Accuracy
 QW0109;SPC MT       -   153,030.      642,880.      MT  (+/- 180 meters Scaled)
 QW0109
 QW0109                          SUPERSEDED SURVEY CONTROL
 QW0109
 QW0109  NGVD 29 (??/??/92) 1042.946  (m)         3421.73   (f) ADJ UNCH    1 2
 QW0109
 QW0109.Superseded values are not recommended for survey control.
 QW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0109.See file dsdata.txt to determine how the superseded data were derived.
 QW0109
 QW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR598544(NAD 83)
 QW0109_MARKER: DD = SURVEY DISK
 QW0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0109_SP_SET: RETAINING WALL
 QW0109_STAMPING: 15 JRM 1952 3422
 QW0109_MARK LOGO: USGS  
 QW0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0109
 QW0109  HISTORY     - Date     Condition        Report By
 QW0109  HISTORY     - 1952     MONUMENTED       USGS
 QW0109  HISTORY     - 1957     GOOD             NGS
 QW0109  HISTORY     - 1982     GOOD             NGS
 QW0109
 QW0109                          STATION DESCRIPTION
 QW0109
 QW0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0109'1.65 MI SW FROM PARK CITY.
 QW0109'ABOUT 1.65 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0109'STATION AT PARK CITY, IN SECTION 25, T 2 S, R 22 E, IN THE TOP OF THE
 QW0109'NORTHEAST END OF THE NORTH CONCRETE RETAINING WALL OF BRIDGE NUMBER 24
 QW0109'OVER VALLEY CREEK, 6 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL
 QW0109'WITH THE TRACK.
 QW0109
 QW0109                          STATION RECOVERY (1982)
 QW0109
 QW0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0109'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0109'15.2 KM (9.45 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0109'FROM THE RAILROAD STATION IN LAUREL, 0.3 KM (0.2 MI) SOUTHWEST OF THE
 QW0109'INTERSECTION OF A GRAVELED ROAD, IN TOP OF THE NORTHEAST END OF THE
 QW0109'NORTHEAST CONCRETE RETAINING WALL OF RAILROAD BRIDGE NUMBER 24 OVER
 QW0109'VALLEY CREEK AND 1.9 METERS (6.2 FT) NORTHWEST OF THE NEAR RAIL.
 QW0109'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0802 ***********************************************************************
 SS0802  DESIGNATION -  15 JRM
 SS0802  PID         -  SS0802
 SS0802  STATE/COUNTY-  MT/CASCADE
 SS0802  USGS QUAD   -  STOCKETT (1965)
 SS0802
 SS0802                         *CURRENT SURVEY CONTROL
 SS0802  ___________________________________________________________________
 SS0802* NAD 83(1986)-  47 17 00.     (N)    111 14 05.     (W)     SCALED    
 SS0802* NAVD 88     -      1343.712  (meters)    4408.50   (feet)  ADJUSTED  
 SS0802  ___________________________________________________________________
 SS0802  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SS0802  DYNAMIC HT  -        1343.538 (meters)    4407.92  (feet)  COMP
 SS0802  MODELED GRAV-     980,436.5   (mgal)                       NAVD 88
 SS0802
 SS0802  VERT ORDER  -  SECOND    CLASS 0
 SS0802
 SS0802.The horizontal coordinates were scaled from a topographic map and have
 SS0802.an estimated accuracy of +/- 6 seconds.
 SS0802
 SS0802.The orthometric height was determined by differential leveling
 SS0802.and adjusted by the National Geodetic Survey in June 1991..
 SS0802
 SS0802.The geoid height was determined by GEOID03.
 SS0802
 SS0802.The dynamic height is computed by dividing the NAVD 88
 SS0802.geopotential number by the normal gravity value computed on the
 SS0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0802.degrees latitude (g = 980.6199 gals.).
 SS0802
 SS0802.The modeled gravity was interpolated from observed gravity values.
 SS0802
 SS0802;                    North         East    Units  Estimated Accuracy
 SS0802;SPC MT       -   338,510.      468,850.      MT  (+/- 180 meters Scaled)
 SS0802
 SS0802                          SUPERSEDED SURVEY CONTROL
 SS0802
 SS0802  NGVD 29 (??/??/92) 1342.756  (m)         4405.36   (f) ADJ UNCH    2 0
 SS0802
 SS0802.Superseded values are not recommended for survey control.
 SS0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0802.See file dsdata.txt to determine how the superseded data were derived.
 SS0802
 SS0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT822366(NAD 83)
 SS0802_MARKER: DD = SURVEY DISK
 SS0802_SETTING: 80 = SET IN A BOULDER
 SS0802_SP_SET: BOULDER
 SS0802_STAMPING: 15 JRM 1953 4405
 SS0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0802+STABILITY: SURFACE MOTION
 SS0802
 SS0802  HISTORY     - Date     Condition        Report By
 SS0802  HISTORY     - 1953     MONUMENTED       USGS
 SS0802  HISTORY     - 1961     GOOD             NGS
 SS0802
 SS0802                          STATION DESCRIPTION
 SS0802
 SS0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0802'2.35 MI NE FROM EDEN.
 SS0802'2.35 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH
 SS0802'AT EDEN, AT THE JUNCTION OF A COUNTY ROAD LEADING SOUTH, 305 FEET
 SS0802'SOUTH OF THE CENTER OF THE JUNCTION, IN THE TOP OF A 4 BY 4 FOOT FLAT
 SS0802'BOULDER, 51 FEET WEST OF THE CENTER LINE OF THE ROAD, SOUTH, 150 FEET
 SS0802'SOUTHEAST OF THE CENTER LINE OF THE ASPHALT ROAD, 127 FEET
 SS0802'SOUTH-SOUTHWEST OF AND ACROSS THE COUNTY ROAD FROM TELEPHONE POLE D
 SS0802'106, 10.0 FEET WEST OF A FENCE, AND ABOUT 1 1/2 FEET LOWER THAN THE
 SS0802'COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0645 ***********************************************************************
 RU0645  DESIGNATION -  15 JRP
 RU0645  PID         -  RU0645
 RU0645  STATE/COUNTY-  MT/ROSEBUD
 RU0645  USGS QUAD   -  MILLER CREEK SW (1969)
 RU0645
 RU0645                         *CURRENT SURVEY CONTROL
 RU0645  ___________________________________________________________________
 RU0645* NAD 83(1986)-  46 00 26.     (N)    106 14 56.     (W)     SCALED    
 RU0645* NAVD 88     -       986.233  (meters)    3235.67   (feet)  ADJUSTED  
 RU0645  ___________________________________________________________________
 RU0645  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 RU0645  DYNAMIC HT  -         986.069 (meters)    3235.13  (feet)  COMP
 RU0645  MODELED GRAV-     980,414.4   (mgal)                       NAVD 88
 RU0645
 RU0645  VERT ORDER  -  THIRD
 RU0645
 RU0645.The horizontal coordinates were scaled from a topographic map and have
 RU0645.an estimated accuracy of +/- 6 seconds.
 RU0645
 RU0645.The orthometric height was determined by differential leveling
 RU0645.and adjusted by the National Geodetic Survey in June 1991..
 RU0645
 RU0645.The geoid height was determined by GEOID03.
 RU0645
 RU0645.The dynamic height is computed by dividing the NAVD 88
 RU0645.geopotential number by the normal gravity value computed on the
 RU0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0645.degrees latitude (g = 980.6199 gals.).
 RU0645
 RU0645.The modeled gravity was interpolated from observed gravity values.
 RU0645
 RU0645;                    North         East    Units  Estimated Accuracy
 RU0645;SPC MT       -   200,500.      851,620.      MT  (+/- 180 meters Scaled)
 RU0645
 RU0645                          SUPERSEDED SURVEY CONTROL
 RU0645
 RU0645.No superseded survey control is available for this station.
 RU0645
 RU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL033956(NAD 83)
 RU0645_MARKER: DB = BENCH MARK DISK
 RU0645_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0645_SP_SET: COPPER-CLAD STEEL ROD
 RU0645_STAMPING: 15 JRP 1969
 RU0645_MARK LOGO: USGS  
 RU0645_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0645+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0645
 RU0645  HISTORY     - Date     Condition        Report By
 RU0645  HISTORY     - 1969     MONUMENTED       USGS
 RU0645
 RU0645                          STATION DESCRIPTION
 RU0645
 RU0645'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0645'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0645'AND 12, THENCE 15.2 MILES SOUTHEAST AND 2.0 MILES EAST ALONG SWEENEY
 RU0645'CREEK ROAD, THENCE 9.0 MILES SOUTHEAST-SOUTHWEST ALONG A WINDING
 RU0645'MOUNTAIN ROAD, ABOUT 3.7 MILES SOUTHWEST OF USCGS TRIANGULATION
 RU0645'STATION SWEENEY 1934, 25 FEET WEST AND 1.5 FEET LOWER THAN THE CENTER
 RU0645'OF THE ROAD AT A WIRE GATE IN AN EAST-WEST FENCE, 1 FOOT NORTH OF THE
 RU0645'FENCE, 3 FEET WEST OF AN IRON WITNESS POST.  A COPPER-CLAD STEEL ROD
 RU0645'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0277 ***********************************************************************
 PY0277  DESIGNATION -  15 LC
 PY0277  PID         -  PY0277
 PY0277  STATE/COUNTY-  MT/GALLATIN
 PY0277  USGS QUAD   -  MADISON ARM (1986)
 PY0277
 PY0277                         *CURRENT SURVEY CONTROL
 PY0277  ___________________________________________________________________
 PY0277* NAD 83(1986)-  44 40 26.     (N)    111 10 15.     (W)     SCALED    
 PY0277* NAVD 88     -      2017.996  (meters)    6620.71   (feet)  ADJUSTED  
 PY0277  ___________________________________________________________________
 PY0277  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY0277  DYNAMIC HT  -        2016.860 (meters)    6616.98  (feet)  COMP
 PY0277  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 PY0277
 PY0277  VERT ORDER  -  FIRST     CLASS II
 PY0277
 PY0277.The horizontal coordinates were scaled from a topographic map and have
 PY0277.an estimated accuracy of +/- 6 seconds.
 PY0277
 PY0277.The orthometric height was determined by differential leveling
 PY0277.and adjusted by the National Geodetic Survey in June 1991..
 PY0277
 PY0277.The geoid height was determined by GEOID03.
 PY0277
 PY0277.The dynamic height is computed by dividing the NAVD 88
 PY0277.geopotential number by the normal gravity value computed on the
 PY0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0277.degrees latitude (g = 980.6199 gals.).
 PY0277
 PY0277.The modeled gravity was interpolated from observed gravity values.
 PY0277
 PY0277;                    North         East    Units  Estimated Accuracy
 PY0277;SPC MT       -    48,530.      467,500.      MT  (+/- 180 meters Scaled)
 PY0277
 PY0277                          SUPERSEDED SURVEY CONTROL
 PY0277
 PY0277  NGVD 29 (08/20/92) 2016.754  (m)         6616.63   (f) ADJUSTED    1 2
 PY0277
 PY0277.Superseded values are not recommended for survey control.
 PY0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0277.See file dsdata.txt to determine how the superseded data were derived.
 PY0277
 PY0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ864467(NAD 83)
 PY0277_MARKER: DD = SURVEY DISK
 PY0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0277_STAMPING: 15 LC 1963 6617
 PY0277_MARK LOGO: USGS  
 PY0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0277+STABILITY: SURFACE MOTION
 PY0277
 PY0277  HISTORY     - Date     Condition        Report By
 PY0277  HISTORY     - 1963     MONUMENTED       USGS
 PY0277  HISTORY     - 1964     GOOD             NGS
 PY0277  HISTORY     - 1977     GOOD             NGS
 PY0277  HISTORY     - 1983     GOOD             NGS
 PY0277
 PY0277                          STATION DESCRIPTION
 PY0277
 PY0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0277'4.1 MI W FROM WEST YELLOWSTONE.
 PY0277'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 191 AND 20 AND STATE HIGHWAY
 PY0277'287 FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE,
 PY0277'THENCE 3.8 MILES WEST ALONG U.S. HIGHWAYS 191 AND 20 AND STATE HIGHWAY
 PY0277'287, IN S 30, T 13 S, R 5 E, IN A SMALL CLEARING, 70 FEET SOUTH OF THE
 PY0277'CENTER LINE OF THE HIGHWAY, 2.0 FEET WEST OF A METAL WITNESS POST,
 PY0277'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PY0277'PROJECTING 2 INCHES.
 PY0277
 PY0277                          STATION RECOVERY (1977)
 PY0277
 PY0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PY0277'RECOVERED IN GOOD CONDITION.
 PY0277
 PY0277                          STATION RECOVERY (1983)
 PY0277
 PY0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0277'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE WITH
 PY0277'THE FOLLOWING EXCEPTION, THE RAILROAD STATION IS NOW THE MUSEUM OF THE
 PY0277'YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0276 ***********************************************************************
 PY0276  DESIGNATION -  15 LC RM
 PY0276  PID         -  PY0276
 PY0276  STATE/COUNTY-  MT/GALLATIN
 PY0276  USGS QUAD   -  MADISON ARM (1986)
 PY0276
 PY0276                         *CURRENT SURVEY CONTROL
 PY0276  ___________________________________________________________________
 PY0276* NAD 83(1986)-  44 40 28.     (N)    111 10 22.     (W)     SCALED    
 PY0276* NAVD 88     -      2017.795  (meters)    6620.05   (feet)  ADJUSTED  
 PY0276  ___________________________________________________________________
 PY0276  GEOID HEIGHT-          -8.84  (meters)                     GEOID03
 PY0276  DYNAMIC HT  -        2016.659 (meters)    6616.32  (feet)  COMP
 PY0276  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 PY0276
 PY0276  VERT ORDER  -  FIRST     CLASS II
 PY0276
 PY0276.The horizontal coordinates were scaled from a topographic map and have
 PY0276.an estimated accuracy of +/- 6 seconds.
 PY0276
 PY0276.The orthometric height was determined by differential leveling
 PY0276.and adjusted by the National Geodetic Survey in June 1991..
 PY0276
 PY0276.The geoid height was determined by GEOID03.
 PY0276
 PY0276.The dynamic height is computed by dividing the NAVD 88
 PY0276.geopotential number by the normal gravity value computed on the
 PY0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0276.degrees latitude (g = 980.6199 gals.).
 PY0276
 PY0276.The modeled gravity was interpolated from observed gravity values.
 PY0276
 PY0276;                    North         East    Units  Estimated Accuracy
 PY0276;SPC MT       -    48,600.      467,340.      MT  (+/- 180 meters Scaled)
 PY0276
 PY0276                          SUPERSEDED SURVEY CONTROL
 PY0276
 PY0276  NGVD 29 (??/??/92) 2016.276  (m)         6615.07   (f) ADJ UNCH    1 2
 PY0276
 PY0276.Superseded values are not recommended for survey control.
 PY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0276.See file dsdata.txt to determine how the superseded data were derived.
 PY0276
 PY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ863468(NAD 83)
 PY0276_MARKER: N = NAIL
 PY0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0276_SP_SET: TREE
 PY0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0276
 PY0276  HISTORY     - Date     Condition        Report By
 PY0276  HISTORY     - UNK      MONUMENTED       USGS
 PY0276  HISTORY     - 1964     GOOD             NGS
 PY0276  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0276
 PY0276                          STATION DESCRIPTION
 PY0276
 PY0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0276'IN WEST YELLOWSTONE.
 PY0276'A COPPER NAIL AND WASHER IN THE SOUTH ROOT OF A 20-INCH PINE TREE, 190
 PY0276'FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM BENCH MARK 15 LC
 PY0276'(U.S.G.S.), 96 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 PY0276'LEVEL WITH THE HIGHWAY AND GROUND.
 PY0276
 PY0276                          STATION RECOVERY (1983)
 PY0276
 PY0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0353 ***********************************************************************
 QU0353  DESIGNATION -  15 RCN
 QU0353  PID         -  QU0353
 QU0353  STATE/COUNTY-  MT/CARTER
 QU0353  USGS QUAD   -  DUTCHMAN CREEK (1979)
 QU0353
 QU0353                         *CURRENT SURVEY CONTROL
 QU0353  ___________________________________________________________________
 QU0353* NAD 83(1986)-  45 35 15.     (N)    104 44 34.     (W)     SCALED    
 QU0353* NAVD 88     -      1078.416  (meters)    3538.10   (feet)  ADJUSTED  
 QU0353  ___________________________________________________________________
 QU0353  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 QU0353  DYNAMIC HT  -        1078.178 (meters)    3537.32  (feet)  COMP
 QU0353  MODELED GRAV-     980,358.3   (mgal)                       NAVD 88
 QU0353
 QU0353  VERT ORDER  -  THIRD
 QU0353
 QU0353.The horizontal coordinates were scaled from a topographic map and have
 QU0353.an estimated accuracy of +/- 6 seconds.
 QU0353
 QU0353.The orthometric height was determined by differential leveling
 QU0353.and adjusted by the National Geodetic Survey in June 1991..
 QU0353
 QU0353.The geoid height was determined by GEOID03.
 QU0353
 QU0353.The dynamic height is computed by dividing the NAVD 88
 QU0353.geopotential number by the normal gravity value computed on the
 QU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0353.degrees latitude (g = 980.6199 gals.).
 QU0353
 QU0353.The modeled gravity was interpolated from observed gravity values.
 QU0353
 QU0353;                    North         East    Units  Estimated Accuracy
 QU0353;SPC MT       -   159,910.      970,900.      MT  (+/- 180 meters Scaled)
 QU0353
 QU0353                          SUPERSEDED SURVEY CONTROL
 QU0353
 QU0353  NGVD 29 (??/??/92) 1077.83   (m)         3536.2    (f) COMPUTED    3 0
 QU0353
 QU0353.Superseded values are not recommended for survey control.
 QU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0353.See file dsdata.txt to determine how the superseded data were derived.
 QU0353
 QU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL200482(NAD 83)
 QU0353_MARKER: DB = BENCH MARK DISK
 QU0353_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0353_SP_SET: COPPER-CLAD STEEL ROD
 QU0353_STAMPING: 15 RCN 1973 3536
 QU0353_MARK LOGO: USGS  
 QU0353_PROJECTION: FLUSH
 QU0353_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0353+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0353_ROD/PIPE-DEPTH: 10   meters
 QU0353
 QU0353  HISTORY     - Date     Condition        Report By
 QU0353  HISTORY     - 1973     MONUMENTED       USGS
 QU0353
 QU0353                          STATION DESCRIPTION
 QU0353
 QU0353'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0353'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 29.8 MILES SOUTH ALONG
 QU0353'CHALK BUTTES ROAD AND RIDGE ROAD TO A FENCE CROSSING, 38 FEET
 QU0353'SOUTHEAST OF THE FENCE CROSSING, 2.0 FEET EAST OF THE FENCE, 1.0 FOOT
 QU0353'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0519 ***********************************************************************
 RU0519  DESIGNATION -  15 RDS
 RU0519  PID         -  RU0519
 RU0519  STATE/COUNTY-  MT/ROSEBUD
 RU0519  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0519
 RU0519                         *CURRENT SURVEY CONTROL
 RU0519  ___________________________________________________________________
 RU0519* NAD 83(1986)-  46 49 04.     (N)    107 42 01.     (W)     SCALED    
 RU0519* NAVD 88     -       849.824  (meters)    2788.13   (feet)  ADJUSTED  
 RU0519  ___________________________________________________________________
 RU0519  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 RU0519  DYNAMIC HT  -         849.766 (meters)    2787.94  (feet)  COMP
 RU0519  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 RU0519
 RU0519  VERT ORDER  -  SECOND    CLASS 0
 RU0519
 RU0519.The horizontal coordinates were scaled from a topographic map and have
 RU0519.an estimated accuracy of +/- 6 seconds.
 RU0519
 RU0519.The orthometric height was determined by differential leveling
 RU0519.and adjusted by the National Geodetic Survey in June 1991..
 RU0519
 RU0519.The geoid height was determined by GEOID03.
 RU0519
 RU0519.The dynamic height is computed by dividing the NAVD 88
 RU0519.geopotential number by the normal gravity value computed on the
 RU0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0519.degrees latitude (g = 980.6199 gals.).
 RU0519
 RU0519.The modeled gravity was interpolated from observed gravity values.
 RU0519
 RU0519;                    North         East    Units  Estimated Accuracy
 RU0519;SPC MT       -   286,910.      737,250.      MT  (+/- 180 meters Scaled)
 RU0519
 RU0519                          SUPERSEDED SURVEY CONTROL
 RU0519
 RU0519  NGVD 29 (??/??/92)  849.138  (m)         2785.88   (f) ADJ UNCH    2 0
 RU0519
 RU0519.Superseded values are not recommended for survey control.
 RU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0519.See file dsdata.txt to determine how the superseded data were derived.
 RU0519
 RU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM940884(NAD 83)
 RU0519_MARKER: DB = BENCH MARK DISK
 RU0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0519_SP_SET: CONCRETE POST
 RU0519_STAMPING: 15 RDS 1962
 RU0519_MARK LOGO: USGS  
 RU0519_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0519+STABILITY: SURFACE MOTION
 RU0519
 RU0519  HISTORY     - Date     Condition        Report By
 RU0519  HISTORY     - 1962     MONUMENTED       USGS
 RU0519
 RU0519                          STATION DESCRIPTION
 RU0519
 RU0519'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0519'32.3 KM (20.10 MI) NORTH FROM MELSTONE.
 RU0519'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0519'THENCE 15.7 MILES NORTH ALONG GRADED AND TRAIL ROADS, 2.3 MILES EAST
 RU0519'OF MOSBY ALONG STATE HIGHWAY 20, THENCE 16.2 MILES SOUTH ALONG A
 RU0519'TRAILROAD, 0.3 MILES NORTHWEST OF KINCHELOE SHEEP CAMP, AT THE FORD
 RU0519'ON     RATTLESNAKE CREEK, IN THE SW 1/4 OF SECTION 9, T. 12 N., R. 32
 RU0519'E.,    100 FEET EAST OF THE CENTER OF THE FORD, 25 FEET SOUTH OF THE
 RU0519'CENTER  OF THE TRAIL.
 RU0519'THE MARK IS ABOVE LEVEL WITH TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0539 ***********************************************************************
 TK0539  DESIGNATION -  15 REB
 TK0539  PID         -  TK0539
 TK0539  STATE/COUNTY-  MT/BLAINE
 TK0539  USGS QUAD   -  WAYNE CREEK NW (1984)
 TK0539
 TK0539                         *CURRENT SURVEY CONTROL
 TK0539  ___________________________________________________________________
 TK0539* NAD 83(1986)-  48 37 55.     (N)    108 42 34.     (W)     SCALED    
 TK0539* NAVD 88     -       834.072  (meters)    2736.45   (feet)  POSTED    
 TK0539  ___________________________________________________________________
 TK0539  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0539  DYNAMIC HT  -         834.170 (meters)    2736.77  (feet)  COMP
 TK0539  MODELED GRAV-     980,701.6   (mgal)                       NAVD 88
 TK0539
 TK0539  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0539
 TK0539.The horizontal coordinates were scaled from a topographic map and have
 TK0539.an estimated accuracy of +/- 6 seconds.
 TK0539
 TK0539.The orthometric height was determined by differential leveling
 TK0539.and adjusted by the National Geodetic Survey in 1992..
 TK0539.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0539.rate of 0.0 thru 1.0 mm/km.
 TK0539
 TK0539.The geoid height was determined by GEOID03.
 TK0539
 TK0539.The dynamic height is computed by dividing the NAVD 88
 TK0539.geopotential number by the normal gravity value computed on the
 TK0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0539.degrees latitude (g = 980.6199 gals.).
 TK0539
 TK0539.The modeled gravity was interpolated from observed gravity values.
 TK0539
 TK0539;                    North         East    Units  Estimated Accuracy
 TK0539;SPC MT       -   487,240.      658,260.      MT  (+/- 180 meters Scaled)
 TK0539
 TK0539                          SUPERSEDED SURVEY CONTROL
 TK0539
 TK0539.No superseded survey control is available for this station.
 TK0539
 TK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU687890(NAD 83)
 TK0539_MARKER: DB = BENCH MARK DISK
 TK0539_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0539+WITH SETTING: INFORMATION.
 TK0539_SP_SET: SHALLOW-SET METAL ROD
 TK0539_STAMPING: 15 REB 1979
 TK0539_MARK LOGO: USGS  
 TK0539_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0539_ROD/PIPE-DEPTH: 1.52 meters
 TK0539
 TK0539  HISTORY     - Date     Condition        Report By
 TK0539  HISTORY     - 1979     MONUMENTED       USGS
 TK0539
 TK0539                          STATION DESCRIPTION
 TK0539
 TK0539'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0539'12.9 KM (8.00 MI) NNE FROM HARLEM.
 TK0539'8.0 MILES NORTH - NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT
 TK0539'IN HARLEM ALONG HIGHWAY 241, 0.2 MILES SOUTHWEST OF THE CENTER OF
 TK0539'SECTION 10, T33N, R23E, 17 FEET NORTHEAST AND 65 FEET SOUTHEAST OF A
 TK0539'DOUBLE TURN - OUT, 32.2 FEET NORTHEAST OF AN 18-INCH STEEL POST, AND
 TK0539'1 FOOT NORTHWEST OF A FENCE.
 TK0539'THE MARK IS 4.8 FT  SE FROM  A WITNESS POST
 TK0539'THE MARK IS 1.0 FT BELOW TURN-OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9694 ***********************************************************************
 AA9694  DESIGNATION -  15 RESET
 AA9694  PID         -  AA9694
 AA9694  STATE/COUNTY-  MT/MEAGHER
 AA9694  USGS QUAD   -  RINGLING (1980)
 AA9694
 AA9694                         *CURRENT SURVEY CONTROL
 AA9694  ___________________________________________________________________
 AA9694* NAD 83(1986)-  46 16 49.     (N)    110 48 17.     (W)     SCALED    
 AA9694* NAVD 88     -      1620.93   (meters)    5318.0    (feet)  RESET     
 AA9694  ___________________________________________________________________
 AA9694  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 AA9694
 AA9694  VERT ORDER  -  THIRD
 AA9694
 AA9694.The horizontal coordinates were scaled from a topographic map and have
 AA9694.an estimated accuracy of +/- 6 seconds.
 AA9694
 AA9694.The orthometric height was computed from unverified reset data.
 AA9694
 AA9694.The geoid height was determined by GEOID03.
 AA9694
 AA9694;                    North         East    Units  Estimated Accuracy
 AA9694;SPC MT       -   226,450.      499,500.      MT  (+/- 180 meters Scaled)
 AA9694
 AA9694                          SUPERSEDED SURVEY CONTROL
 AA9694
 AA9694.No superseded survey control is available for this station.
 AA9694
 AA9694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS150252(NAD 83)
 AA9694_MARKER: DV = VERTICAL CONTROL DISK
 AA9694_SETTING: 80 = SET IN A BOULDER
 AA9694_STAMPING: 15 RESET 1995
 AA9694_MARK LOGO: NGS   
 AA9694_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9694+STABILITY: SURFACE MOTION
 AA9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9694+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9694
 AA9694  HISTORY     - Date     Condition        Report By
 AA9694  HISTORY     - 1995     MONUMENTED       MTDOT
 AA9694
 AA9694                          STATION DESCRIPTION
 AA9694
 AA9694'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 AA9694'LOCATED 0.5 MI (0.8 KM) NORTH OF RINGLING, 0.3 MI (0.5 KM) ALONG U.S.
 AA9694'HIGHWAY 89 FROM THE NORTH ENTRANCE TO RINGLING, THEN 0.05 MI (0.08 KM)
 AA9694'WEST ALONG A LANE ON AN OLD ABANDONED RAILROAD TRACK TO THE STATION ON
 AA9694'THE RIGHT, 250 FT (76.2 M) SOUTHWEST OF THE CENTER OF HIGHWAY 89, 40.0
 AA9694'FT (12.2 M) SOUTHEAST OF A FENCE, 27.0 FT (8.2 M) NORTHWEST OF THE
 AA9694'CENTER OF A TRACK ROAD AND 4.5 FT (1.4 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0988 ***********************************************************************
 TN0988  DESIGNATION -  15 RHM
 TN0988  PID         -  TN0988
 TN0988  STATE/COUNTY-  MT/LINCOLN
 TN0988  USGS QUAD   -  FLATIRON MOUNTAIN (1963)
 TN0988
 TN0988                         *CURRENT SURVEY CONTROL
 TN0988  ___________________________________________________________________
 TN0988* NAD 83(1986)-  48 43 03.     (N)    115 38 47.     (W)     SCALED    
 TN0988* NAVD 88     -      1165.788  (meters)    3824.76   (feet)  ADJUSTED  
 TN0988  ___________________________________________________________________
 TN0988  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 TN0988  DYNAMIC HT  -        1165.811 (meters)    3824.83  (feet)  COMP
 TN0988  MODELED GRAV-     980,589.9   (mgal)                       NAVD 88
 TN0988
 TN0988  VERT ORDER  -  THIRD
 TN0988
 TN0988.The horizontal coordinates were scaled from a topographic map and have
 TN0988.an estimated accuracy of +/- 6 seconds.
 TN0988
 TN0988.The orthometric height was determined by differential leveling
 TN0988.and adjusted by the National Geodetic Survey in June 1991..
 TN0988
 TN0988.The geoid height was determined by GEOID03.
 TN0988
 TN0988.The dynamic height is computed by dividing the NAVD 88
 TN0988.geopotential number by the normal gravity value computed on the
 TN0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0988.degrees latitude (g = 980.6199 gals.).
 TN0988
 TN0988.The modeled gravity was interpolated from observed gravity values.
 TN0988
 TN0988;                    North         East    Units  Estimated Accuracy
 TN0988;SPC MT       -   514,190.      148,260.      MT  (+/- 180 meters Scaled)
 TN0988
 TN0988                          SUPERSEDED SURVEY CONTROL
 TN0988
 TN0988.No superseded survey control is available for this station.
 TN0988
 TN0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP995969(NAD 83)
 TN0988_MARKER: DB = BENCH MARK DISK
 TN0988_SETTING: 66 = SET IN ROCK OUTCROP
 TN0988_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0988_STAMPING: 15 RHM 1963
 TN0988_MARK LOGO: USGS  
 TN0988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0988+STABILITY: POSITION/ELEVATION WELL
 TN0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0988+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0988
 TN0988  HISTORY     - Date     Condition        Report By
 TN0988  HISTORY     - 1963     MONUMENTED       USGS
 TN0988
 TN0988                          STATION DESCRIPTION
 TN0988
 TN0988'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0988'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0988'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 28.3
 TN0988'MILES NORTH ALONG ROAD 68 TO A TURNOUT AND OLD GRAVEL PIT, 52 FEET
 TN0988'EAST OF THE ROAD AT THE TURNOUT, IN A LARGE EMBEDDED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1085 ***********************************************************************
 SU1085  DESIGNATION -  15 RHM
 SU1085  PID         -  SU1085
 SU1085  STATE/COUNTY-  MT/SANDERS
 SU1085  USGS QUAD   -  CALICO CREEK (1964)
 SU1085
 SU1085                         *CURRENT SURVEY CONTROL
 SU1085  ___________________________________________________________________
 SU1085* NAD 83(1986)-  47 41 51.     (N)    115 05 29.     (W)     SCALED    
 SU1085* NAVD 88     -       855.835  (meters)    2807.85   (feet)  ADJUSTED  
 SU1085  ___________________________________________________________________
 SU1085  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 SU1085  DYNAMIC HT  -         855.795 (meters)    2807.72  (feet)  COMP
 SU1085  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 SU1085
 SU1085  VERT ORDER  -  THIRD
 SU1085
 SU1085.The horizontal coordinates were scaled from a topographic map and have
 SU1085.an estimated accuracy of +/- 6 seconds.
 SU1085
 SU1085.The orthometric height was determined by differential leveling
 SU1085.and adjusted by the National Geodetic Survey in June 1991..
 SU1085
 SU1085.The geoid height was determined by GEOID03.
 SU1085
 SU1085.The dynamic height is computed by dividing the NAVD 88
 SU1085.geopotential number by the normal gravity value computed on the
 SU1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1085.degrees latitude (g = 980.6199 gals.).
 SU1085
 SU1085.The modeled gravity was interpolated from observed gravity values.
 SU1085
 SU1085;                    North         East    Units  Estimated Accuracy
 SU1085;SPC MT       -   398,040.      180,890.      MT  (+/- 180 meters Scaled)
 SU1085
 SU1085                          SUPERSEDED SURVEY CONTROL
 SU1085
 SU1085.No superseded survey control is available for this station.
 SU1085
 SU1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN432844(NAD 83)
 SU1085_MARKER: DB = BENCH MARK DISK
 SU1085_SETTING: 66 = SET IN ROCK OUTCROP
 SU1085_SP_SET: ROCK LEDGE
 SU1085_STAMPING: 15 RHM 1964
 SU1085_MARK LOGO: USGS  
 SU1085_MAGNETIC: I = MARKER IS A STEEL ROD
 SU1085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1085+STABILITY: POSITION/ELEVATION WELL
 SU1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1085+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1085
 SU1085  HISTORY     - Date     Condition        Report By
 SU1085  HISTORY     - 1964     MONUMENTED       USGS
 SU1085
 SU1085                          STATION DESCRIPTION
 SU1085
 SU1085'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1085'FROM THE NORTH PACIFIC RAILROAD STATION AT THOMPSON FALLS, MONTANA,
 SU1085'PROCEED 5.1 MILES SOUTHEAST TO THE JUNCTION OF U S HIGHWAY 10A AND
 SU1085'THOMPSON RIVER ROAD, THENCE 13.0 MILES NORTH ALONG THOMPSON RIVER
 SU1085'ROAD TO A CLEARING, 0.5 MILES SOUTHERLY OF DEER HORN CREEK, 18.7
 SU1085'MILES SOUTH OF BEND GUARD STATION, 200 FEET SOUTH OF THE NORTH EDGE
 SU1085'OF THE CLEARING AND 81 FEET EAST OF MAIN ROAD, CEMENTED IN THE TOP OF
 SU1085'A ROCK LEDGE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0707 ***********************************************************************
 TL0707  DESIGNATION -  15 WCA
 TL0707  PID         -  TL0707
 TL0707  STATE/COUNTY-  MT/HILL
 TL0707  USGS QUAD   -  LAIRD LAKE (1972)
 TL0707
 TL0707                         *CURRENT SURVEY CONTROL
 TL0707  ___________________________________________________________________
 TL0707* NAD 83(1986)-  48 54 51.     (N)    110 43 55.     (W)     SCALED    
 TL0707* NAVD 88     -       968.004  (meters)    3175.86   (feet)  ADJUSTED  
 TL0707  ___________________________________________________________________
 TL0707  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 TL0707  DYNAMIC HT  -         968.105 (meters)    3176.19  (feet)  COMP
 TL0707  MODELED GRAV-     980,681.8   (mgal)                       NAVD 88
 TL0707
 TL0707  VERT ORDER  -  THIRD
 TL0707
 TL0707.The horizontal coordinates were scaled from a topographic map and have
 TL0707.an estimated accuracy of +/- 6 seconds.
 TL0707
 TL0707.The orthometric height was determined by differential leveling
 TL0707.and adjusted by the National Geodetic Survey in June 1991..
 TL0707
 TL0707.The geoid height was determined by GEOID03.
 TL0707
 TL0707.The dynamic height is computed by dividing the NAVD 88
 TL0707.geopotential number by the normal gravity value computed on the
 TL0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0707.degrees latitude (g = 980.6199 gals.).
 TL0707
 TL0707.The modeled gravity was interpolated from observed gravity values.
 TL0707
 TL0707;                    North         East    Units  Estimated Accuracy
 TL0707;SPC MT       -   519,030.      509,710.      MT  (+/- 180 meters Scaled)
 TL0707
 TL0707                          SUPERSEDED SURVEY CONTROL
 TL0707
 TL0707.No superseded survey control is available for this station.
 TL0707
 TL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV196179(NAD 83)
 TL0707_MARKER: DB = BENCH MARK DISK
 TL0707_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0707_SP_SET: PREFAB CONC. POST IN EARTH
 TL0707_STAMPING: 15 WCA 1963 3173
 TL0707_MARK LOGO: USGS  
 TL0707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0707+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0707
 TL0707  HISTORY     - Date     Condition        Report By
 TL0707  HISTORY     - 1963     MONUMENTED       USGS
 TL0707
 TL0707                          STATION DESCRIPTION
 TL0707
 TL0707'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0707'FROM JOPLIN, MONTANA POST OFFICE, PROCEED 24.6 MILES NORTH ALONG
 TL0707'JOPLIN ROAD, THENCE 1.9 MILES EAST, IN THE MIDDLE OF THE SOUTH EDGE
 TL0707'OF SECTION 31/TOWNSHIP 37 NORTH/RANGE 8 EAST, 41 FEET NORTH AND 2
 TL0707'FEETEAST AND 0.4 FEET HIGHER THAN AN EAST-WEST ROAD AT A NORTH-SOUTH
 TL0707'FENCE NORTH, 41 FEET NORTH AND 550 FEET WEST OF A T-ROAD SOUTH,
 TL0707'PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0689 ***********************************************************************
 TJ0689  DESIGNATION -  15 WR
 TJ0689  PID         -  TJ0689
 TJ0689  STATE/COUNTY-  MT/PHILLIPS
 TJ0689  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0689
 TJ0689                         *CURRENT SURVEY CONTROL
 TJ0689  ___________________________________________________________________
 TJ0689* NAD 83(1986)-  48 44 32.     (N)    107 39 04.     (W)     SCALED    
 TJ0689* NAVD 88     -       746.180  (meters)    2448.09   (feet)  POSTED    
 TJ0689  ___________________________________________________________________
 TJ0689  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0689  DYNAMIC HT  -         746.280 (meters)    2448.42  (feet)  COMP
 TJ0689  MODELED GRAV-     980,723.4   (mgal)                       NAVD 88
 TJ0689
 TJ0689  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0689
 TJ0689.The horizontal coordinates were scaled from a topographic map and have
 TJ0689.an estimated accuracy of +/- 6 seconds.
 TJ0689
 TJ0689.The orthometric height was determined by differential leveling
 TJ0689.and adjusted by the National Geodetic Survey in 1992..
 TJ0689.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0689.rate of 0.0 thru 1.0 mm/km.
 TJ0689
 TJ0689.The geoid height was determined by GEOID03.
 TJ0689
 TJ0689.The dynamic height is computed by dividing the NAVD 88
 TJ0689.geopotential number by the normal gravity value computed on the
 TJ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0689.degrees latitude (g = 980.6199 gals.).
 TJ0689
 TJ0689.The modeled gravity was interpolated from observed gravity values.
 TJ0689
 TJ0689;                    North         East    Units  Estimated Accuracy
 TJ0689;SPC MT       -   500,810.      735,950.      MT  (+/- 180 meters Scaled)
 TJ0689
 TJ0689                          SUPERSEDED SURVEY CONTROL
 TJ0689
 TJ0689.No superseded survey control is available for this station.
 TJ0689
 TJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ051021(NAD 83)
 TJ0689_MARKER: DB = BENCH MARK DISK
 TJ0689_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0689_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0689_STAMPING: 15 WR 2446 1968
 TJ0689_MARK LOGO: USGS  
 TJ0689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0689+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0689
 TJ0689  HISTORY     - Date     Condition        Report By
 TJ0689  HISTORY     - 1968     MONUMENTED       USGS
 TJ0689
 TJ0689                          STATION DESCRIPTION
 TJ0689
 TJ0689'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0689'FROM WHITEWATER, MONTANA, PROCEED 1.9 MILES SOUTHWEST ALONG GRAVEL
 TJ0689'ROAD FROM THE POST OFFICE, 100 FEET WEST AND 3.8 FEET LOWER THAN THE
 TJ0689'CENTER OF A CATTLE GUARD, 4 FEET SOUTH OF A FENCE, PROJECTING 0.5
 TJ0689'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0338 ***********************************************************************
 QW0338  DESIGNATION -  153 SC
 QW0338  PID         -  QW0338
 QW0338  STATE/COUNTY-  MT/SWEET GRASS
 QW0338  USGS QUAD   -  WORK CREEK (1981)
 QW0338
 QW0338                         *CURRENT SURVEY CONTROL
 QW0338  ___________________________________________________________________
 QW0338* NAD 83(1986)-  45 42 43.     (N)    109 37 44.     (W)     SCALED    
 QW0338* NAVD 88     -      1156.094  (meters)    3792.95   (feet)  ADJUSTED  
 QW0338  ___________________________________________________________________
 QW0338  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 QW0338  DYNAMIC HT  -        1155.754 (meters)    3791.84  (feet)  COMP
 QW0338  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 QW0338
 QW0338  VERT ORDER  -  FIRST     CLASS II
 QW0338
 QW0338.The horizontal coordinates were scaled from a topographic map and have
 QW0338.an estimated accuracy of +/- 6 seconds.
 QW0338
 QW0338.The orthometric height was determined by differential leveling
 QW0338.and adjusted by the National Geodetic Survey in June 1991..
 QW0338
 QW0338.The geoid height was determined by GEOID03.
 QW0338
 QW0338.The dynamic height is computed by dividing the NAVD 88
 QW0338.geopotential number by the normal gravity value computed on the
 QW0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0338.degrees latitude (g = 980.6199 gals.).
 QW0338
 QW0338.The modeled gravity was interpolated from observed gravity values.
 QW0338
 QW0338;                    North         East    Units  Estimated Accuracy
 QW0338;SPC MT       -   162,480.      589,970.      MT  (+/- 180 meters Scaled)
 QW0338
 QW0338                          SUPERSEDED SURVEY CONTROL
 QW0338
 QW0338  NGVD 29 (??/??/92) 1155.124  (m)         3789.77   (f) ADJ UNCH    1 2
 QW0338
 QW0338.Superseded values are not recommended for survey control.
 QW0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0338.See file dsdata.txt to determine how the superseded data were derived.
 QW0338
 QW0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR067629(NAD 83)
 QW0338_MARKER: DD = SURVEY DISK
 QW0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0338_STAMPING: 153 SC 1952 3790
 QW0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0338+STABILITY: SURFACE MOTION
 QW0338
 QW0338  HISTORY     - Date     Condition        Report By
 QW0338  HISTORY     - 1952     MONUMENTED       USGS
 QW0338  HISTORY     - 1957     GOOD             NGS
 QW0338  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0338
 QW0338                          STATION DESCRIPTION
 QW0338
 QW0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0338'4.35 MI W FROM REEDPOINT.
 QW0338'ABOUT 4.35 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0338'STATION AT REEDPOINT, IN SECTION 28, T 1 S, R 17 E, 38 1/2 FEET
 QW0338'SOUTHEAST OF THE 13TH POLE WEST OF MILEPOST 61, 72 1/2 FEET SOUTH OF
 QW0338'THE SOUTH RAIL, 41 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 10,
 QW0338'62 YARDS EAST OF THE EAST END OF CONCRETE CULVERT, 1 FOOT NORTH OF A
 QW0338'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS,
 QW0338'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QW0338
 QW0338                          STATION RECOVERY (1982)
 QW0338
 QW0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0338'THE CONCRETE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE MARK
 QW0338'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0341 ***********************************************************************
 QW0341  DESIGNATION -  154 SC
 QW0341  PID         -  QW0341
 QW0341  STATE/COUNTY-  MT/SWEET GRASS
 QW0341  USGS QUAD   -  REED POINT (1955)
 QW0341
 QW0341                         *CURRENT SURVEY CONTROL
 QW0341  ___________________________________________________________________
 QW0341* NAD 83(1986)-  45 42 38.     (N)    109 35 15.     (W)     SCALED    
 QW0341* NAVD 88     -      1152.242  (meters)    3780.31   (feet)  ADJUSTED  
 QW0341  ___________________________________________________________________
 QW0341  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 QW0341  DYNAMIC HT  -        1151.898 (meters)    3779.19  (feet)  COMP
 QW0341  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 QW0341
 QW0341  VERT ORDER  -  FIRST     CLASS II
 QW0341
 QW0341.The horizontal coordinates were scaled from a topographic map and have
 QW0341.an estimated accuracy of +/- 6 seconds.
 QW0341
 QW0341.The orthometric height was determined by differential leveling
 QW0341.and adjusted by the National Geodetic Survey in June 1991..
 QW0341.WARNING-Repeat measurements at this control monument indicate possible
 QW0341.vertical movement.
 QW0341
 QW0341.The geoid height was determined by GEOID03.
 QW0341
 QW0341.The dynamic height is computed by dividing the NAVD 88
 QW0341.geopotential number by the normal gravity value computed on the
 QW0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0341.degrees latitude (g = 980.6199 gals.).
 QW0341
 QW0341.The modeled gravity was interpolated from observed gravity values.
 QW0341
 QW0341;                    North         East    Units  Estimated Accuracy
 QW0341;SPC MT       -   162,320.      593,190.      MT  (+/- 180 meters Scaled)
 QW0341
 QW0341                          SUPERSEDED SURVEY CONTROL
 QW0341
 QW0341  NGVD 29 (??/??/92) 1151.264  (m)         3777.11   (f) ADJ UNCH    1 2
 QW0341
 QW0341.Superseded values are not recommended for survey control.
 QW0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0341.See file dsdata.txt to determine how the superseded data were derived.
 QW0341
 QW0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR099628(NAD 83)
 QW0341_MARKER: DD = SURVEY DISK
 QW0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0341_STAMPING: 154 SC 1952 3777
 QW0341_MARK LOGO: USGS  
 QW0341_PROJECTION: PROJECTING 5 CENTIMETERS
 QW0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0341+STABILITY: SURFACE MOTION
 QW0341
 QW0341  HISTORY     - Date     Condition        Report By
 QW0341  HISTORY     - 1952     MONUMENTED       USGS
 QW0341  HISTORY     - 1957     GOOD             NGS
 QW0341  HISTORY     - 1982     GOOD             NGS
 QW0341
 QW0341                          STATION DESCRIPTION
 QW0341
 QW0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0341'2.25 MI W FROM REEDPOINT.
 QW0341'ABOUT 2.25 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0341'STATION AT REEDPOINT, IN SECTION 26, T 1 S, R 17 E, 35 FEET WEST OF
 QW0341'THE 8TH POLE WEST OF MILEPOST 59, 72 1/2 FEET SOUTH OF THE SOUTH RAIL,
 QW0341'82 FEET SOUTH-SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 46
 QW0341'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 10, 23 FEET WEST OF THE
 QW0341'CENTER LINE OF A DIRT ROAD, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 QW0341'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 QW0341'CONCRETE POST PROJECTING 5 INCHES.
 QW0341
 QW0341                          STATION RECOVERY (1982)
 QW0341
 QW0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0341'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0341'30.8 KM (19.15 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0341'FROM THE RAILROAD STATION IN COLUMBUS, 0.4 KM (0.25 MI) WEST OF
 QW0341'MILEPOST 59, 22.0 METERS (72.2 FT) SOUTH OF THE NEAR RAIL, 14.1 METERS
 QW0341'(46.3 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD, 7.0 METERS (23.0
 QW0341'FT) WEST OF THE CENTER OF A PRIVATE ROAD AND 0.5 METER (1.6 FT) WEST
 QW0341'OF A WOODEN WITNESS POST.
 QW0341'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QW0341'THE MARK IS 1.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB2998 ***********************************************************************
 AB2998  DESIGNATION -  15JS
 AB2998  PID         -  AB2998
 AB2998  STATE/COUNTY-  MT/JEFFERSON
 AB2998  USGS QUAD   -  DUNN CREEK (1996)
 AB2998
 AB2998                         *CURRENT SURVEY CONTROL
 AB2998  ___________________________________________________________________
 AB2998* NAD 83(1999)-  46 05 11.91582(N)    111 53 15.01740(W)     ADJUSTED  
 AB2998* NAVD 88     -      1393.6    (meters)    4572.     (feet)  GPS OBS   
 AB2998  ___________________________________________________________________
 AB2998  X           -  -1,652,313.853 (meters)                     COMP
 AB2998  Y           -  -4,112,851.362 (meters)                     COMP
 AB2998  Z           -   4,572,927.523 (meters)                     COMP
 AB2998  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AB2998  ELLIP HEIGHT-        1381.55  (meters)          (05/11/01) GPS OBS
 AB2998  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 AB2998
 AB2998  HORZ ORDER  -  FIRST
 AB2998  ELLP ORDER  -  FOURTH    CLASS I
 AB2998
 AB2998.The horizontal coordinates were established by GPS observations
 AB2998.and adjusted by the National Geodetic Survey in May 2001..
 AB2998.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AB2998.DATUM ITEM on the data sheet items page.
 AB2998
 AB2998.The orthometric height was determined by GPS observations and a
 AB2998.high-resolution geoid model.
 AB2998
 AB2998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2998
 AB2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2998
 AB2998.The ellipsoidal height was determined by GPS observations
 AB2998.and is referenced to NAD 83.
 AB2998
 AB2998.The geoid height was determined by GEOID03.
 AB2998
 AB2998;                    North         East     Units Scale Factor Converg.
 AB2998;SPC MT       -   206,916.871   415,461.727   MT  0.99952201   -1 44 47.3
 AB2998;SPC MT       -   678,861.13  1,363,063.41   iFT  0.99952201   -1 44 47.3
 AB2998;UTM  12      - 5,104,057.067   431,385.891   MT  0.99965787   -0 38 21.7
 AB2998
 AB2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2998!SPC MT       -   0.99978347  x   0.99952201  =   0.99930558
 AB2998!UTM  12      -   0.99978347  x   0.99965787  =   0.99944141
 AB2998
 AB2998                          SUPERSEDED SURVEY CONTROL
 AB2998
 AB2998  NAD 83(1992)-  46 05 11.91457(N)    111 53 15.01704(W) AD(       ) 1
 AB2998  ELLIP H (03/28/96) 1381.66   (m)                       GP(       ) 4 1
 AB2998
 AB2998.Superseded values are not recommended for survey control.
 AB2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2998.See file dsdata.txt to determine how the superseded data were derived.
 AB2998
 AB2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS3138604057(NAD 83)
 AB2998_MARKER: DB = BENCH MARK DISK
 AB2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2998_STAMPING: 15JS 1948
 AB2998_MARK LOGO: USGS  
 AB2998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2998+STABILITY: SURFACE MOTION
 AB2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2998+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1996
 AB2998
 AB2998  HISTORY     - Date     Condition        Report By
 AB2998  HISTORY     - 1948     MONUMENTED       USGS
 AB2998  HISTORY     - 19960113 GOOD             MTDOT
 AB2998
 AB2998                          STATION DESCRIPTION
 AB2998
 AB2998'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 AB2998'THE STATION IS LOCATED BETWEEN BOULDER AND CARDWELL IN PASTURE LAND
 AB2998'ALONG AN OLD COUNTY ROAD THAT IS NOW A PRIVATE ROAD.  IT IS 17 MI
 AB2998'(27.4 KM) SOUTH OF BOULDER.  TO REACH FROM THE BOULDER POST OFFICE, GO
 AB2998'SOUTH ON STATE HIGHWAY 69 FOR 17.35 MI (27.92 KM) TO DUNN LANE ON THE
 AB2998'LEFT.  TURN LEFT AND GO EAST FOR 0.1 MI (0.2 KM) TO THE HOUSE OF JOHN
 AB2998'CAREY ON THE LEFT.  CONTINUE EAST, THEN NORTH ON THE GRAVEL ROAD FOR
 AB2998'0.5 MI (0.8 KM) TO A CONCRETE BRIDGE.  CONTINUE NORTH FOR 0.15 MI
 AB2998'(0.24 KM) TO A FORK, CONTINUE NORTH ON THE LEFT FORK FOR 1.15 MI (1.85
 AB2998'KM) TO A CATTLE GUARD.  CONTINUE NORTHERLY FOR 0.2 MI (0.3 KM) TO A
 AB2998'FORK, BEAR LEFT AND GO NORTHERLY FOR 0.35 MI (0.56 KM) TO A T-ROAD.
 AB2998'TURN LEFT AND GO WEST FOR 0.25 MI (0.40 KM) TO WHERE THE ROAD TURNS
 AB2998'NORTH AND THE STATION ON THE LEFT.  THE STATION IS 54.0 FT (16.5 M)
 AB2998'SOUTHEAST OF THE CENTER OF THE CURVE IN THE MAIN ROAD, 30.0 FT (9.1 M)
 AB2998'NORTHEAST OF A FENCE, 11.6 FT (3.5 M) NORTHEAST OF THE CENTER OF A
 AB2998'TRACK ROAD AND 2.5 FT (0.8 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0041 ***********************************************************************
 QW0041  DESIGNATION -  16
 QW0041  PID         -  QW0041
 QW0041  STATE/COUNTY-  MT/YELLOWSTONE
 QW0041  USGS QUAD   -  NIBBE (1980)
 QW0041
 QW0041                         *CURRENT SURVEY CONTROL
 QW0041  ___________________________________________________________________
 QW0041* NAD 83(1986)-  45 57 11.     (N)    108 03 18.     (W)     SCALED    
 QW0041* NAVD 88     -       925.247  (meters)    3035.58   (feet)  ADJUSTED  
 QW0041  ___________________________________________________________________
 QW0041  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 QW0041  DYNAMIC HT  -         925.082 (meters)    3035.04  (feet)  COMP
 QW0041  MODELED GRAV-     980,405.7   (mgal)                       NAVD 88
 QW0041
 QW0041  VERT ORDER  -  FIRST     CLASS II
 QW0041
 QW0041.The horizontal coordinates were scaled from a topographic map and have
 QW0041.an estimated accuracy of +/- 6 seconds.
 QW0041
 QW0041.The orthometric height was determined by differential leveling
 QW0041.and adjusted by the National Geodetic Survey in June 1991..
 QW0041
 QW0041.The geoid height was determined by GEOID03.
 QW0041
 QW0041.The dynamic height is computed by dividing the NAVD 88
 QW0041.geopotential number by the normal gravity value computed on the
 QW0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0041.degrees latitude (g = 980.6199 gals.).
 QW0041
 QW0041.The modeled gravity was interpolated from observed gravity values.
 QW0041
 QW0041;                    North         East    Units  Estimated Accuracy
 QW0041;SPC MT       -   190,300.      711,970.      MT  (+/- 180 meters Scaled)
 QW0041
 QW0041                          SUPERSEDED SURVEY CONTROL
 QW0041
 QW0041  NGVD 29 (??/??/92)  924.521  (m)         3033.20   (f) ADJ UNCH    1 2
 QW0041
 QW0041.Superseded values are not recommended for survey control.
 QW0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0041.See file dsdata.txt to determine how the superseded data were derived.
 QW0041
 QW0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR282930(NAD 83)
 QW0041_MARKER: DD = SURVEY DISK
 QW0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0041_SP_SET: UNDERPASS
 QW0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0041
 QW0041  HISTORY     - Date     Condition        Report By
 QW0041  HISTORY     - UNK      MONUMENTED       BOR
 QW0041  HISTORY     - 1957     GOOD             NGS
 QW0041
 QW0041                          STATION DESCRIPTION
 QW0041
 QW0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0041'13.15 MI NE FROM HUNTLEY.
 QW0041'ABOUT 13.15 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QW0041'RAILROAD FROM THE STATION AT HUNTLEY, 6 POLES SOUTH OF MILEPOST 816,
 QW0041'AT A ROAD CROSSING, 41 1/2 FEET SOUTH OF THE SOUTH RAIL, 53 FEET
 QW0041'SOUTHEAST OF THE CENTER OF THE CROSSING, IN THE TOP OF THE CENTER OF
 QW0041'THE SOUTH CONCRETE HEAD WALL OF THE HIGH LINE CANAL UNDERPASS, AND
 QW0041'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0189 ***********************************************************************
 ST0189  DESIGNATION -  16
 ST0189  PID         -  ST0189
 ST0189  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0189  USGS QUAD   -  GILMAN (1987)
 ST0189
 ST0189                         *CURRENT SURVEY CONTROL
 ST0189  ___________________________________________________________________
 ST0189* NAD 83(1986)-  47 30 32.     (N)    112 20 04.     (W)     SCALED    
 ST0189* NAVD 88     -      1210.766  (meters)    3972.32   (feet)  ADJUSTED  
 ST0189  ___________________________________________________________________
 ST0189  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 ST0189  DYNAMIC HT  -        1210.624 (meters)    3971.86  (feet)  COMP
 ST0189  MODELED GRAV-     980,453.8   (mgal)                       NAVD 88
 ST0189
 ST0189  VERT ORDER  -  SECOND    CLASS 0
 ST0189
 ST0189.The horizontal coordinates were scaled from a topographic map and have
 ST0189.an estimated accuracy of +/- 6 seconds.
 ST0189
 ST0189.The orthometric height was determined by differential leveling
 ST0189.and adjusted by the National Geodetic Survey in June 1991..
 ST0189
 ST0189.The geoid height was determined by GEOID03.
 ST0189
 ST0189.The dynamic height is computed by dividing the NAVD 88
 ST0189.geopotential number by the normal gravity value computed on the
 ST0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0189.degrees latitude (g = 980.6199 gals.).
 ST0189
 ST0189.The modeled gravity was interpolated from observed gravity values.
 ST0189
 ST0189;                    North         East    Units  Estimated Accuracy
 ST0189;SPC MT       -   365,980.      386,650.      MT  (+/- 180 meters Scaled)
 ST0189
 ST0189                          SUPERSEDED SURVEY CONTROL
 ST0189
 ST0189  NGVD 29 (??/??/92) 1209.777  (m)         3969.08   (f) ADJ UNCH    2 0
 ST0189
 ST0189.Superseded values are not recommended for survey control.
 ST0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0189.See file dsdata.txt to determine how the superseded data were derived.
 ST0189
 ST0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT995625(NAD 83)
 ST0189_MARKER: P = PIPE CAP
 ST0189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0189_STAMPING: 16
 ST0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0189
 ST0189  HISTORY     - Date     Condition        Report By
 ST0189  HISTORY     - UNK      MONUMENTED       USGS
 ST0189  HISTORY     - 1961     GOOD             NGS
 ST0189  HISTORY     - 1972     MARK NOT FOUND   USGS
 ST0189
 ST0189                          STATION DESCRIPTION
 ST0189
 ST0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0189'3.05 MI E FROM AUGUSTA.
 ST0189'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0189'AUGUSTA, THENCE 1.8 MILES EAST ALONG STATE HIGHWAY 21,  21 1/2 FEET
 ST0189'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 48 1/2 FEET
 ST0189'EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD NORTH, 35 FEET EAST-
 ST0189'SOUTHEAST OF A FENCE CORNER, 0.9 FOOT EAST-NORTHEAST OF A WITNESS
 ST0189'POST, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT
 ST0189'ABOVE THE GROUND.
 ST0189
 ST0189                          STATION RECOVERY (1972)
 ST0189
 ST0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ST0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1071 ***********************************************************************
 SU1071  DESIGNATION -  16 A
 SU1071  PID         -  SU1071
 SU1071  STATE/COUNTY-  MT/FLATHEAD
 SU1071  USGS QUAD   -  SHRODER CREEK (1964)
 SU1071
 SU1071                         *CURRENT SURVEY CONTROL
 SU1071  ___________________________________________________________________
 SU1071* NAD 83(1986)-  47 56 28.     (N)    114 58 33.     (W)     SCALED    
 SU1071* NAVD 88     -      1016.868  (meters)    3336.17   (feet)  ADJUSTED  
 SU1071  ___________________________________________________________________
 SU1071  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 SU1071  DYNAMIC HT  -        1016.830 (meters)    3336.05  (feet)  COMP
 SU1071  MODELED GRAV-     980,540.7   (mgal)                       NAVD 88
 SU1071
 SU1071  VERT ORDER  -  THIRD
 SU1071
 SU1071.The horizontal coordinates were scaled from a topographic map and have
 SU1071.an estimated accuracy of +/- 6 seconds.
 SU1071
 SU1071.The orthometric height was determined by differential leveling
 SU1071.and adjusted by the National Geodetic Survey in June 1991..
 SU1071
 SU1071.The geoid height was determined by GEOID03.
 SU1071
 SU1071.The dynamic height is computed by dividing the NAVD 88
 SU1071.geopotential number by the normal gravity value computed on the
 SU1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1071.degrees latitude (g = 980.6199 gals.).
 SU1071
 SU1071.The modeled gravity was interpolated from observed gravity values.
 SU1071
 SU1071;                    North         East    Units  Estimated Accuracy
 SU1071;SPC MT       -   424,440.      191,430.      MT  (+/- 180 meters Scaled)
 SU1071
 SU1071                          SUPERSEDED SURVEY CONTROL
 SU1071
 SU1071  NGVD 29 (??/??/92) 1015.67   (m)         3332.2    (f) COMPUTED    3 0
 SU1071
 SU1071.Superseded values are not recommended for survey control.
 SU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1071.See file dsdata.txt to determine how the superseded data were derived.
 SU1071
 SU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP511117(NAD 83)
 SU1071_MARKER: DB = BENCH MARK DISK
 SU1071_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1071_SP_SET: PREFAB CONC. POST IN EARTH
 SU1071_STAMPING: 16 A 1931
 SU1071_MARK LOGO: USGS  
 SU1071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1071+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1964
 SU1071
 SU1071  HISTORY     - Date     Condition        Report By
 SU1071  HISTORY     - 1931     MONUMENTED       USGS
 SU1071  HISTORY     - 19640729 GOOD             USGS
 SU1071
 SU1071                          STATION DESCRIPTION
 SU1071
 SU1071'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1071'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1071'JUNCTION OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 6.5 MILES
 SU1071'SOUTH ALONG THOMPSON RIVER ROAD, IN NORTHEAST 1/4 CORNER OF SECTION
 SU1071'8/TOWNSHIP 25 NORTH/RANGE 26 WEST, 75 FEET WEST OF THOMPSON RIVERAND
 SU1071'BRIDGE AND 19 FEET NORTH OF THOMPSON RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0667 ***********************************************************************
 QW0667  DESIGNATION -  16 DHW
 QW0667  PID         -  QW0667
 QW0667  STATE/COUNTY-  MT/YELLOWSTONE
 QW0667  USGS QUAD   -  SODA SPRINGS (1967)
 QW0667
 QW0667                         *CURRENT SURVEY CONTROL
 QW0667  ___________________________________________________________________
 QW0667* NAD 83(1986)-  45 31 07.     (N)    108 16 40.     (W)     SCALED    
 QW0667* NAVD 88     -      1376.408  (meters)    4515.77   (feet)  POSTED    
 QW0667  ___________________________________________________________________
 QW0667  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 QW0667  DYNAMIC HT  -        1376.060 (meters)    4514.62  (feet)  COMP
 QW0667  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 QW0667
 QW0667  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0667
 QW0667.The horizontal coordinates were scaled from a topographic map and have
 QW0667.an estimated accuracy of +/- 6 seconds.
 QW0667
 QW0667.The orthometric height was determined by differential leveling
 QW0667.and adjusted by the National Geodetic Survey in 1992..
 QW0667.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0667.rate of 0.0 thru 1.0 mm/km.
 QW0667
 QW0667.The geoid height was determined by GEOID03.
 QW0667
 QW0667.The dynamic height is computed by dividing the NAVD 88
 QW0667.geopotential number by the normal gravity value computed on the
 QW0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0667.degrees latitude (g = 980.6199 gals.).
 QW0667
 QW0667.The modeled gravity was interpolated from observed gravity values.
 QW0667
 QW0667;                    North         East    Units  Estimated Accuracy
 QW0667;SPC MT       -   141,740.      695,470.      MT  (+/- 180 meters Scaled)
 QW0667
 QW0667                          SUPERSEDED SURVEY CONTROL
 QW0667
 QW0667.No superseded survey control is available for this station.
 QW0667
 QW0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR126441(NAD 83)
 QW0667_MARKER: DB = BENCH MARK DISK
 QW0667_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0667_SP_SET: PREFAB CONC. POST IN EARTH
 QW0667_STAMPING: 16 DHW 1967
 QW0667_MARK LOGO: USGS  
 QW0667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0667+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0667
 QW0667  HISTORY     - Date     Condition        Report By
 QW0667  HISTORY     - 1967     MONUMENTED       USGS
 QW0667
 QW0667                          STATION DESCRIPTION
 QW0667
 QW0667'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0667'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 15.6 MILES
 QW0667'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A JUNCTION WITH A RANCH ROAD,
 QW0667'THENCE 13.57 MILES SOUTHWEST, 4.1 MILES SOUTHWEST OF CORMIERS
 QW0667'BROTHERS EAST FORK CAMP ALONG PIPELINE WHERE ROAD LEAVES PIPELINE
 QW0667'SOUTHWEST, IN SOUTHEAST CORNER OF SECTION 32/TOWNSHIP 3 SOUTH/RANGE
 QW0667'28 EAST, AT HEAD OF A DEEP DRAIN TO THE EAST, 62 FEET SOUTHWEST OF A
 QW0667'JUNCTION OF THE ROAD AND PIPELINE, 28 FEET SOUTHEAST OF THE ROAD,
 QW0667'METAL WITNESS SIGN POST 1 FOOT SOUTHWEST OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0398 ***********************************************************************
 QV0398  DESIGNATION -  16 JLP
 QV0398  PID         -  QV0398
 QV0398  STATE/COUNTY-  MT/ROSEBUD
 QV0398  USGS QUAD   -  BROWNS MOUNTAIN (1995)
 QV0398
 QV0398                         *CURRENT SURVEY CONTROL
 QV0398  ___________________________________________________________________
 QV0398* NAD 83(1986)-  45 17 59.     (N)    106 27 34.     (W)     SCALED    
 QV0398* NAVD 88     -      1009.503  (meters)    3312.01   (feet)  ADJUSTED  
 QV0398  ___________________________________________________________________
 QV0398  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QV0398  DYNAMIC HT  -        1009.248 (meters)    3311.17  (feet)  COMP
 QV0398  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 QV0398
 QV0398  VERT ORDER  -  THIRD
 QV0398
 QV0398.The horizontal coordinates were scaled from a topographic map and have
 QV0398.an estimated accuracy of +/- 6 seconds.
 QV0398
 QV0398.The orthometric height was determined by differential leveling
 QV0398.and adjusted by the National Geodetic Survey in June 1991..
 QV0398
 QV0398.The geoid height was determined by GEOID03.
 QV0398
 QV0398.The dynamic height is computed by dividing the NAVD 88
 QV0398.geopotential number by the normal gravity value computed on the
 QV0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0398.degrees latitude (g = 980.6199 gals.).
 QV0398
 QV0398.The modeled gravity was interpolated from observed gravity values.
 QV0398
 QV0398;                    North         East    Units  Estimated Accuracy
 QV0398;SPC MT       -   121,300.      838,390.      MT  (+/- 180 meters Scaled)
 QV0398
 QV0398                          SUPERSEDED SURVEY CONTROL
 QV0398
 QV0398  NGVD 29 (??/??/92) 1008.83   (m)         3309.8    (f) COMPUTED    3 0
 QV0398
 QV0398.Superseded values are not recommended for survey control.
 QV0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0398.See file dsdata.txt to determine how the superseded data were derived.
 QV0398
 QV0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL855172(NAD 83)
 QV0398_MARKER: DB = BENCH MARK DISK
 QV0398_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0398_SP_SET: PREFAB CONC. POST IN EARTH
 QV0398_STAMPING: 16 JLP 1966
 QV0398_MARK LOGO: USGS  
 QV0398_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0398+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0398
 QV0398  HISTORY     - Date     Condition        Report By
 QV0398  HISTORY     - 1966     MONUMENTED       USGS
 QV0398
 QV0398                          STATION DESCRIPTION
 QV0398
 QV0398'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0398'FROM BIRNEY, MONTANA, PROCEED 3.9 MILES SOUTH AND EAST ALONG A ROAD,
 QV0398'1.5 MILES EAST OF BONES RANCH, BETWEEN SECTIONS 21-22/TOWNSHIP 6
 QV0398'SOUTH/RANGE 43 EAST, 55 FEET SOUTHWEST OF A CATTLEGUARD, 38 FEET
 QV0398'SOUTH AND 2.5 FEET LOWER THAN THE ROAD, 10 FEET NORTH OF A STEEP CUT
 QV0398'BANK, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0800 ***********************************************************************
 SS0800  DESIGNATION -  16 JRM
 SS0800  PID         -  SS0800
 SS0800  STATE/COUNTY-  MT/CASCADE
 SS0800  USGS QUAD   -  EDEN (1965)
 SS0800
 SS0800                         *CURRENT SURVEY CONTROL
 SS0800  ___________________________________________________________________
 SS0800* NAD 83(1986)-  47 16 03.     (N)    111 15 57.     (W)     SCALED    
 SS0800* NAVD 88     -      1191.041  (meters)    3907.61   (feet)  ADJUSTED  
 SS0800  ___________________________________________________________________
 SS0800  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 SS0800  DYNAMIC HT  -        1190.873 (meters)    3907.06  (feet)  COMP
 SS0800  MODELED GRAV-     980,430.7   (mgal)                       NAVD 88
 SS0800
 SS0800  VERT ORDER  -  SECOND    CLASS 0
 SS0800
 SS0800.The horizontal coordinates were scaled from a topographic map and have
 SS0800.an estimated accuracy of +/- 6 seconds.
 SS0800
 SS0800.The orthometric height was determined by differential leveling
 SS0800.and adjusted by the National Geodetic Survey in June 1991..
 SS0800
 SS0800.The geoid height was determined by GEOID03.
 SS0800
 SS0800.The dynamic height is computed by dividing the NAVD 88
 SS0800.geopotential number by the normal gravity value computed on the
 SS0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0800.degrees latitude (g = 980.6199 gals.).
 SS0800
 SS0800.The modeled gravity was interpolated from observed gravity values.
 SS0800
 SS0800;                    North         East    Units  Estimated Accuracy
 SS0800;SPC MT       -   336,800.      466,460.      MT  (+/- 180 meters Scaled)
 SS0800
 SS0800                          SUPERSEDED SURVEY CONTROL
 SS0800
 SS0800  NGVD 29 (??/??/92) 1190.065  (m)         3904.40   (f) ADJ UNCH    2 0
 SS0800
 SS0800.Superseded values are not recommended for survey control.
 SS0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0800.See file dsdata.txt to determine how the superseded data were derived.
 SS0800
 SS0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT798349(NAD 83)
 SS0800_MARKER: DD = SURVEY DISK
 SS0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0800_SP_SET: CULVERT
 SS0800_STAMPING: 16 JRM 1953 3904
 SS0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0800
 SS0800  HISTORY     - Date     Condition        Report By
 SS0800  HISTORY     - 1953     MONUMENTED       USGS
 SS0800  HISTORY     - 1961     GOOD             NGS
 SS0800
 SS0800                          STATION DESCRIPTION
 SS0800
 SS0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0800'0.35 MI E FROM EDEN.
 SS0800'0.35 MILES EAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0800'EDEN, ON THE INSIDE OF A CURVE, ABOUT 800 FEET NORTHWEST OF AN
 SS0800'ABANDONED MINE, 35 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN
 SS0800'THE TOP OF A LEDGE OF AN OUTCROP CUT, 55 FEET EAST OF THE EXTENDED
 SS0800'CENTER OF A GATE IN FENCE LINE, 53 FEET EAST OF THE NORTH OF A
 SS0800'CONCRETE CULVERT UNDER ROAD, 3 1/2 FEET SOUTH OF THE SOUTH FACE OF A
 SS0800'SMALL ROCK WALL, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0376 ***********************************************************************
 QV0376  DESIGNATION -  16 JRP
 QV0376  PID         -  QV0376
 QV0376  STATE/COUNTY-  MT/ROSEBUD
 QV0376  USGS QUAD   -  BRANDENBERG NW (1971)
 QV0376
 QV0376                         *CURRENT SURVEY CONTROL
 QV0376  ___________________________________________________________________
 QV0376* NAD 83(1986)-  45 59 13.     (N)    106 14 46.     (W)     SCALED    
 QV0376* NAVD 88     -      1005.916  (meters)    3300.24   (feet)  ADJUSTED  
 QV0376  ___________________________________________________________________
 QV0376  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 QV0376  DYNAMIC HT  -        1005.743 (meters)    3299.68  (feet)  COMP
 QV0376  MODELED GRAV-     980,408.3   (mgal)                       NAVD 88
 QV0376
 QV0376  VERT ORDER  -  THIRD
 QV0376
 QV0376.The horizontal coordinates were scaled from a topographic map and have
 QV0376.an estimated accuracy of +/- 6 seconds.
 QV0376
 QV0376.The orthometric height was determined by differential leveling
 QV0376.and adjusted by the National Geodetic Survey in June 1991..
 QV0376
 QV0376.The geoid height was determined by GEOID03.
 QV0376
 QV0376.The dynamic height is computed by dividing the NAVD 88
 QV0376.geopotential number by the normal gravity value computed on the
 QV0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0376.degrees latitude (g = 980.6199 gals.).
 QV0376
 QV0376.The modeled gravity was interpolated from observed gravity values.
 QV0376
 QV0376;                    North         East    Units  Estimated Accuracy
 QV0376;SPC MT       -   198,260.      851,930.      MT  (+/- 180 meters Scaled)
 QV0376
 QV0376                          SUPERSEDED SURVEY CONTROL
 QV0376
 QV0376  NGVD 29 (??/??/92) 1005.27   (m)         3298.1    (f) COMPUTED    3 0
 QV0376
 QV0376.Superseded values are not recommended for survey control.
 QV0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0376.See file dsdata.txt to determine how the superseded data were derived.
 QV0376
 QV0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL034933(NAD 83)
 QV0376_MARKER: DB = BENCH MARK DISK
 QV0376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0376_SP_SET: COPPER-CLAD STEEL ROD
 QV0376_STAMPING: 16 JRP 1969
 QV0376_MARK LOGO: USGS  
 QV0376_MAGNETIC: I = MARKER IS A STEEL ROD
 QV0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0376+SATELLITE: SATELLITE OBSERVATIONS - 1969
 QV0376
 QV0376  HISTORY     - Date     Condition        Report By
 QV0376  HISTORY     - 1969     MONUMENTED       USGS
 QV0376
 QV0376                          STATION DESCRIPTION
 QV0376
 QV0376'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QV0376'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 QV0376'AND 12, THENCE 15.2 MILES SOUTHEAST AND 2.0 MILES EAST ALONG SWEENEY
 QV0376'CREEK ROAD, THENCE 10.6 MILES SOUTHEAST-SOUTHWEST ALONG A WINDING
 QV0376'MOUNTAIN ROAD, ABOUT 5.3 MILES SOUTHWEST OF USCGS TRIANGULATION
 QV0376'STATION SWEENEY 1934, IN THE NORTHWEST CORNER OF SECTION 27/TOWNSHIP
 QV0376'3 NORTH/RANGE 44 EAST, 200 FEET NORTHEAST AND 8.4 FEET HIGHER THAN A
 QV0376'Y-ROAD, 20 FEET EAST OF A LONE 8 INCH PINE TREE, ON THE SOUTHWEST
 QV0376'SLOPE OF A HIGH RIDGE, 6 FEET NORTH OF AN IRON WITNESS POST.  A
 QV0376'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0206 ***********************************************************************
 SQ0206  DESIGNATION -  16 L
 SQ0206  PID         -  SQ0206
 SQ0206  STATE/COUNTY-  MT/VALLEY
 SQ0206  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0206
 SQ0206                         *CURRENT SURVEY CONTROL
 SQ0206  ___________________________________________________________________
 SQ0206* NAD 83(1986)-  47 47 21.     (N)    106 45 34.     (W)     SCALED    
 SQ0206* NAVD 88     -       703.763  (meters)    2308.93   (feet)  ADJUSTED  
 SQ0206  ___________________________________________________________________
 SQ0206  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 SQ0206  DYNAMIC HT  -         703.801 (meters)    2309.05  (feet)  COMP
 SQ0206  MODELED GRAV-     980,643.1   (mgal)                       NAVD 88
 SQ0206
 SQ0206  VERT ORDER  -  SECOND    CLASS 0
 SQ0206
 SQ0206.The horizontal coordinates were scaled from a topographic map and have
 SQ0206.an estimated accuracy of +/- 6 seconds.
 SQ0206
 SQ0206.The orthometric height was determined by differential leveling
 SQ0206.and adjusted by the National Geodetic Survey in June 1991..
 SQ0206
 SQ0206.The geoid height was determined by GEOID03.
 SQ0206
 SQ0206.The dynamic height is computed by dividing the NAVD 88
 SQ0206.geopotential number by the normal gravity value computed on the
 SQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0206.degrees latitude (g = 980.6199 gals.).
 SQ0206
 SQ0206.The modeled gravity was interpolated from observed gravity values.
 SQ0206
 SQ0206;                    North         East    Units  Estimated Accuracy
 SQ0206;SPC MT       -   396,860.      805,200.      MT  (+/- 180 meters Scaled)
 SQ0206
 SQ0206                          SUPERSEDED SURVEY CONTROL
 SQ0206
 SQ0206  NGVD 29 (??/??/92)  703.101  (m)         2306.76   (f) ADJ UNCH    2 0
 SQ0206
 SQ0206.Superseded values are not recommended for survey control.
 SQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0206.See file dsdata.txt to determine how the superseded data were derived.
 SQ0206
 SQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN682943(NAD 83)
 SQ0206_MARKER: DD = SURVEY DISK
 SQ0206_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0206_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0206_STAMPING: 16L
 SQ0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0206
 SQ0206  HISTORY     - Date     Condition        Report By
 SQ0206  HISTORY     - UNK      MONUMENTED       DOD
 SQ0206  HISTORY     - 1948     GOOD             NGS
 SQ0206
 SQ0206                          STATION DESCRIPTION
 SQ0206
 SQ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0206'40.10 MI S FROM GLASGOW.
 SQ0206'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0206'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0206'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9
 SQ0206'MILES SOUTHEAST ALONG A TRAIL, THENCE 1.55 MILES SOUTH ALONG THE WEST
 SQ0206'FORK OF THE TRAIL, THENCE 3.75 MILES SOUTHEAST ALONG A DIM TRAIL,
 SQ0206'THENCE 0.75 MILE SOUTH ALONG A DIM TRAIL, 0.8 MILE SOUTH OF
 SQ0206'TRIANGULATION STATION SEVEN POINT (U.S.E.D.), 14.0 FEET SOUTHWEST OF
 SQ0206'AND 2.0 FEET HIGHER THAN THE CENTER LINE OF THE TRAIL, AND SET IN THE
 SQ0206'TOP OF AN IRON PIPE FILLED WITH CONCRETE AND PROJECTING 1.2 FEET ABOVE
 SQ0206'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0281 ***********************************************************************
 PY0281  DESIGNATION -  16 LC
 PY0281  PID         -  PY0281
 PY0281  STATE/COUNTY-  MT/GALLATIN
 PY0281  USGS QUAD   -  MADISON ARM (1986)
 PY0281
 PY0281                         *CURRENT SURVEY CONTROL
 PY0281  ___________________________________________________________________
 PY0281* NAD 83(1986)-  44 40 04.     (N)    111 08 19.     (W)     SCALED    
 PY0281* NAVD 88     -      2024.639  (meters)    6642.50   (feet)  ADJUSTED  
 PY0281  ___________________________________________________________________
 PY0281  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0281  DYNAMIC HT  -        2023.501 (meters)    6638.77  (feet)  COMP
 PY0281  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 PY0281
 PY0281  VERT ORDER  -  FIRST     CLASS II
 PY0281
 PY0281.The horizontal coordinates were scaled from a topographic map and have
 PY0281.an estimated accuracy of +/- 6 seconds.
 PY0281
 PY0281.The orthometric height was determined by differential leveling
 PY0281.and adjusted by the National Geodetic Survey in June 1991..
 PY0281
 PY0281.The geoid height was determined by GEOID03.
 PY0281
 PY0281.The dynamic height is computed by dividing the NAVD 88
 PY0281.geopotential number by the normal gravity value computed on the
 PY0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0281.degrees latitude (g = 980.6199 gals.).
 PY0281
 PY0281.The modeled gravity was interpolated from observed gravity values.
 PY0281
 PY0281;                    North         East    Units  Estimated Accuracy
 PY0281;SPC MT       -    47,800.      470,040.      MT  (+/- 180 meters Scaled)
 PY0281
 PY0281                          SUPERSEDED SURVEY CONTROL
 PY0281
 PY0281  NGVD 29 (08/20/92) 2023.400  (m)         6638.44   (f) ADJUSTED    1 2
 PY0281
 PY0281.Superseded values are not recommended for survey control.
 PY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0281.See file dsdata.txt to determine how the superseded data were derived.
 PY0281
 PY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ890460(NAD 83)
 PY0281_MARKER: DD = SURVEY DISK
 PY0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0281_STAMPING: 16 LC 1963 6639
 PY0281_MARK LOGO: USGS  
 PY0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0281+STABILITY: SURFACE MOTION
 PY0281
 PY0281  HISTORY     - Date     Condition        Report By
 PY0281  HISTORY     - 1963     MONUMENTED       USGS
 PY0281  HISTORY     - 1964     GOOD             NGS
 PY0281  HISTORY     - 1983     GOOD             NGS
 PY0281
 PY0281                          STATION DESCRIPTION
 PY0281
 PY0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0281'2.3 MI W FROM WEST YELLOWSTONE.
 PY0281'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAYS 191 AND 20 AND STATE HIGHWAY
 PY0281'187 FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE,
 PY0281'THENCE 2.0 MILES WEST ALONG U.S. HIGHWAYS 191 AND 20 AND STATE HIGHWAY
 PY0281'287, IN S 29, T 13 S, R 5 E, AT THE INTERSECTION OF A NORTH-SOUTH
 PY0281'ROAD, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET EAST OF
 PY0281'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.3 FEET WEST OF A METAL
 PY0281'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 PY0281'CONCRETE POST PROJECTING 2 INCHES.
 PY0281
 PY0281                          STATION RECOVERY (1983)
 PY0281
 PY0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0281'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE WITH
 PY0281'THE FOLLOWING EXCEPTION, THE RAILROAD STATION IS NOW THE MUSEUM OF THE
 PY0281'YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0280 ***********************************************************************
 PY0280  DESIGNATION -  16 LC RM
 PY0280  PID         -  PY0280
 PY0280  STATE/COUNTY-  MT/GALLATIN
 PY0280  USGS QUAD   -  MADISON ARM (1986)
 PY0280
 PY0280                         *CURRENT SURVEY CONTROL
 PY0280  ___________________________________________________________________
 PY0280* NAD 83(1986)-  44 40 06.     (N)    111 08 24.     (W)     SCALED    
 PY0280* NAVD 88     -      2024.480  (meters)    6641.98   (feet)  ADJUSTED  
 PY0280  ___________________________________________________________________
 PY0280  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0280  DYNAMIC HT  -        2023.342 (meters)    6638.25  (feet)  COMP
 PY0280  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 PY0280
 PY0280  VERT ORDER  -  FIRST     CLASS II
 PY0280
 PY0280.The horizontal coordinates were scaled from a topographic map and have
 PY0280.an estimated accuracy of +/- 6 seconds.
 PY0280
 PY0280.The orthometric height was determined by differential leveling
 PY0280.and adjusted by the National Geodetic Survey in June 1991..
 PY0280
 PY0280.The geoid height was determined by GEOID03.
 PY0280
 PY0280.The dynamic height is computed by dividing the NAVD 88
 PY0280.geopotential number by the normal gravity value computed on the
 PY0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0280.degrees latitude (g = 980.6199 gals.).
 PY0280
 PY0280.The modeled gravity was interpolated from observed gravity values.
 PY0280
 PY0280;                    North         East    Units  Estimated Accuracy
 PY0280;SPC MT       -    47,870.      469,930.      MT  (+/- 180 meters Scaled)
 PY0280
 PY0280                          SUPERSEDED SURVEY CONTROL
 PY0280
 PY0280  NGVD 29 (??/??/92) 2022.962  (m)         6637.00   (f) ADJ UNCH    1 2
 PY0280
 PY0280.Superseded values are not recommended for survey control.
 PY0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0280.See file dsdata.txt to determine how the superseded data were derived.
 PY0280
 PY0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ889461(NAD 83)
 PY0280_MARKER: N = NAIL
 PY0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0280_SP_SET: TREE
 PY0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0280
 PY0280  HISTORY     - Date     Condition        Report By
 PY0280  HISTORY     - UNK      MONUMENTED       USGS
 PY0280  HISTORY     - 1964     GOOD             NGS
 PY0280  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0280
 PY0280                          STATION DESCRIPTION
 PY0280
 PY0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0280'2.3 MI W FROM WEST YELLOWSTONE.
 PY0280'A COPPER NAIL AND WASHER IN THE NORTH ROOT OF A 10-INCH PINE TREE,
 PY0280'153.8 FEET WEST OF 16 LC (U.S.G.S.), 70 FEET SOUTH OF THE CENTER LINE
 PY0280'OF THE HIGHWAY, 106 FEET WEST OF THE CENTER LINE OF THE NORTH SOUTH
 PY0280'ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND FLUSH WITH THE GROUND.
 PY0280
 PY0280                          STATION RECOVERY (1983)
 PY0280
 PY0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0354 ***********************************************************************
 QU0354  DESIGNATION -  16 RCN
 QU0354  PID         -  QU0354
 QU0354  STATE/COUNTY-  MT/CARTER
 QU0354  USGS QUAD   -  DUTCHMAN CREEK (1979)
 QU0354
 QU0354                         *CURRENT SURVEY CONTROL
 QU0354  ___________________________________________________________________
 QU0354* NAD 83(1986)-  45 35 04.     (N)    104 42 34.     (W)     SCALED    
 QU0354* NAVD 88     -      1076.405  (meters)    3531.51   (feet)  ADJUSTED  
 QU0354  ___________________________________________________________________
 QU0354  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 QU0354  DYNAMIC HT  -        1076.166 (meters)    3530.72  (feet)  COMP
 QU0354  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 QU0354
 QU0354  VERT ORDER  -  THIRD
 QU0354
 QU0354.The horizontal coordinates were scaled from a topographic map and have
 QU0354.an estimated accuracy of +/- 6 seconds.
 QU0354
 QU0354.The orthometric height was determined by differential leveling
 QU0354.and adjusted by the National Geodetic Survey in June 1991..
 QU0354
 QU0354.The geoid height was determined by GEOID03.
 QU0354
 QU0354.The dynamic height is computed by dividing the NAVD 88
 QU0354.geopotential number by the normal gravity value computed on the
 QU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0354.degrees latitude (g = 980.6199 gals.).
 QU0354
 QU0354.The modeled gravity was interpolated from observed gravity values.
 QU0354
 QU0354;                    North         East    Units  Estimated Accuracy
 QU0354;SPC MT       -   159,730.      973,520.      MT  (+/- 180 meters Scaled)
 QU0354
 QU0354                          SUPERSEDED SURVEY CONTROL
 QU0354
 QU0354  NGVD 29 (??/??/92) 1075.82   (m)         3529.6    (f) COMPUTED    3 0
 QU0354
 QU0354.Superseded values are not recommended for survey control.
 QU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0354.See file dsdata.txt to determine how the superseded data were derived.
 QU0354
 QU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL226479(NAD 83)
 QU0354_MARKER: DB = BENCH MARK DISK
 QU0354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0354_SP_SET: COPPER-CLAD STEEL ROD
 QU0354_STAMPING: 16 RCN 1973 3529
 QU0354_MARK LOGO: USGS  
 QU0354_PROJECTION: FLUSH
 QU0354_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0354+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0354_ROD/PIPE-DEPTH: 10   meters
 QU0354
 QU0354  HISTORY     - Date     Condition        Report By
 QU0354  HISTORY     - 1973     MONUMENTED       USGS
 QU0354
 QU0354                          STATION DESCRIPTION
 QU0354
 QU0354'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0354'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 31.9 MILES SOUTH ALONG
 QU0354'CHALK BUTTES ROAD AND RIDGE ROAD, ON A TINY TOP SURROUNDED BY SHALLOW
 QU0354'DRAINS ON A NORTH SLOPE, 39.0 FEET NORTH OF THE ROAD, 1.0 FOOT SOUTH
 QU0354'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0520 ***********************************************************************
 RU0520  DESIGNATION -  16 RDS
 RU0520  PID         -  RU0520
 RU0520  STATE/COUNTY-  MT/ROSEBUD
 RU0520  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0520
 RU0520                         *CURRENT SURVEY CONTROL
 RU0520  ___________________________________________________________________
 RU0520* NAD 83(1986)-  46 49 24.     (N)    107 43 14.     (W)     SCALED    
 RU0520* NAVD 88     -       861.339  (meters)    2825.91   (feet)  ADJUSTED  
 RU0520  ___________________________________________________________________
 RU0520  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 RU0520  DYNAMIC HT  -         861.283 (meters)    2825.73  (feet)  COMP
 RU0520  MODELED GRAV-     980,518.9   (mgal)                       NAVD 88
 RU0520
 RU0520  VERT ORDER  -  SECOND    CLASS 0
 RU0520
 RU0520.The horizontal coordinates were scaled from a topographic map and have
 RU0520.an estimated accuracy of +/- 6 seconds.
 RU0520
 RU0520.The orthometric height was determined by differential leveling
 RU0520.and adjusted by the National Geodetic Survey in June 1991..
 RU0520
 RU0520.The geoid height was determined by GEOID03.
 RU0520
 RU0520.The dynamic height is computed by dividing the NAVD 88
 RU0520.geopotential number by the normal gravity value computed on the
 RU0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0520.degrees latitude (g = 980.6199 gals.).
 RU0520
 RU0520.The modeled gravity was interpolated from observed gravity values.
 RU0520
 RU0520;                    North         East    Units  Estimated Accuracy
 RU0520;SPC MT       -   287,490.      735,690.      MT  (+/- 180 meters Scaled)
 RU0520
 RU0520                          SUPERSEDED SURVEY CONTROL
 RU0520
 RU0520  NGVD 29 (??/??/92)  860.650  (m)         2823.65   (f) ADJ UNCH    2 0
 RU0520
 RU0520.Superseded values are not recommended for survey control.
 RU0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0520.See file dsdata.txt to determine how the superseded data were derived.
 RU0520
 RU0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM924891(NAD 83)
 RU0520_MARKER: DB = BENCH MARK DISK
 RU0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0520_SP_SET: CONCRETE POST
 RU0520_STAMPING: 16 RDS 1962
 RU0520_MARK LOGO: USGS  
 RU0520_PROJECTION: PROJECTING 13 CENTIMETERS
 RU0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0520+STABILITY: SURFACE MOTION
 RU0520
 RU0520  HISTORY     - Date     Condition        Report By
 RU0520  HISTORY     - 1962     MONUMENTED       USGS
 RU0520
 RU0520                          STATION DESCRIPTION
 RU0520
 RU0520'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0520'28.6 KM (17.80 MI) SOUTH FROM MOSBY.
 RU0520'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 15.0 MILES
 RU0520'SOUTH ALONG A GRADED AND TRAIL ROAD, 1.1 MILE WEST OF THE FORD ON
 RU0520'RATTLESNAKE CREEK, APPROXIMATELY 1000 FEET NORTH OF RATTLESNAKE
 RU0520'CREEK, NEAR THE 1/4 CORNER OF SECTIONS 7 AND 8, T. 12 N., R. 32 E.,
 RU0520'ON THE RIDGE WEST OF A CUT BANK DRAIN, 123 FEET SOUTH OF A TRAIL
 RU0520'ROAD FORK, ON A SMALL TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0540 ***********************************************************************
 TK0540  DESIGNATION -  16 REB
 TK0540  PID         -  TK0540
 TK0540  STATE/COUNTY-  MT/BLAINE
 TK0540  USGS QUAD   -  WAYNE CREEK NW (1984)
 TK0540
 TK0540                         *CURRENT SURVEY CONTROL
 TK0540  ___________________________________________________________________
 TK0540* NAD 83(1986)-  48 38 32.     (N)    108 41 45.     (W)     SCALED    
 TK0540* NAVD 88     -       832.366  (meters)    2730.85   (feet)  POSTED    
 TK0540  ___________________________________________________________________
 TK0540  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0540  DYNAMIC HT  -         832.470 (meters)    2731.20  (feet)  COMP
 TK0540  MODELED GRAV-     980,700.8   (mgal)                       NAVD 88
 TK0540
 TK0540  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0540
 TK0540.The horizontal coordinates were scaled from a topographic map and have
 TK0540.an estimated accuracy of +/- 6 seconds.
 TK0540
 TK0540.The orthometric height was determined by differential leveling
 TK0540.and adjusted by the National Geodetic Survey in 1992..
 TK0540.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0540.rate of 0.0 thru 1.0 mm/km.
 TK0540
 TK0540.The geoid height was determined by GEOID03.
 TK0540
 TK0540.The dynamic height is computed by dividing the NAVD 88
 TK0540.geopotential number by the normal gravity value computed on the
 TK0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0540.degrees latitude (g = 980.6199 gals.).
 TK0540
 TK0540.The modeled gravity was interpolated from observed gravity values.
 TK0540
 TK0540;                    North         East    Units  Estimated Accuracy
 TK0540;SPC MT       -   488,390.      659,250.      MT  (+/- 180 meters Scaled)
 TK0540
 TK0540                          SUPERSEDED SURVEY CONTROL
 TK0540
 TK0540.No superseded survey control is available for this station.
 TK0540
 TK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU697902(NAD 83)
 TK0540_MARKER: DB = BENCH MARK DISK
 TK0540_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0540_SP_SET: COPPER-CLAD STEEL ROD
 TK0540_STAMPING: 16 REB 1979
 TK0540_MARK LOGO: USGS  
 TK0540_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0540_ROD/PIPE-DEPTH: 4.57 meters
 TK0540
 TK0540  HISTORY     - Date     Condition        Report By
 TK0540  HISTORY     - 1979     MONUMENTED       USGS
 TK0540
 TK0540                          STATION DESCRIPTION
 TK0540
 TK0540'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0540'14.5 KM (9.00 MI) NNE FROM HARLEM.
 TK0540'9.0 MI NORTH - NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0540'HARLEM ALONG HIGHWAY 241, 0.1 MILES NORTHWEST OF THE SOUTHEAST CORNER
 TK0540'OF SECTION 3, T33N, R23E, AT AN ANGLE IN THE ROAD 0.1 MILES NORTHEAST
 TK0540'OF A BRIDGE, 24 FEET NORTHEAST AND 56 FEET SOUTHEAST OF A T - ROAD
 TK0540'SOUTHEAST, 96 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 TK0540'BASEMENT FOUNDATION, 0.8 FEET NORTHWEST OF A FENCE.
 TK0540'THE MARK IS 3.2 FT  SE FROM  A WITNESS POST
 TK0540'THE MARK IS ABOVE LEVEL WITH T-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0989 ***********************************************************************
 TN0989  DESIGNATION -  16 RHM
 TN0989  PID         -  TN0989
 TN0989  STATE/COUNTY-  MT/LINCOLN
 TN0989  USGS QUAD   -  FLATIRON MOUNTAIN (1963)
 TN0989
 TN0989                         *CURRENT SURVEY CONTROL
 TN0989  ___________________________________________________________________
 TN0989* NAD 83(1986)-  48 44 45.     (N)    115 38 47.     (W)     SCALED    
 TN0989* NAVD 88     -      1084.617  (meters)    3558.45   (feet)  ADJUSTED  
 TN0989  ___________________________________________________________________
 TN0989  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 TN0989  DYNAMIC HT  -        1084.659 (meters)    3558.59  (feet)  COMP
 TN0989  MODELED GRAV-     980,611.8   (mgal)                       NAVD 88
 TN0989
 TN0989  VERT ORDER  -  THIRD
 TN0989
 TN0989.The horizontal coordinates were scaled from a topographic map and have
 TN0989.an estimated accuracy of +/- 6 seconds.
 TN0989
 TN0989.The orthometric height was determined by differential leveling
 TN0989.and adjusted by the National Geodetic Survey in June 1991..
 TN0989
 TN0989.The geoid height was determined by GEOID03.
 TN0989
 TN0989.The dynamic height is computed by dividing the NAVD 88
 TN0989.geopotential number by the normal gravity value computed on the
 TN0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0989.degrees latitude (g = 980.6199 gals.).
 TN0989
 TN0989.The modeled gravity was interpolated from observed gravity values.
 TN0989
 TN0989;                    North         East    Units  Estimated Accuracy
 TN0989;SPC MT       -   517,330.      148,500.      MT  (+/- 180 meters Scaled)
 TN0989
 TN0989                          SUPERSEDED SURVEY CONTROL
 TN0989
 TN0989.No superseded survey control is available for this station.
 TN0989
 TN0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ995000(NAD 83)
 TN0989_MARKER: DB = BENCH MARK DISK
 TN0989_SETTING: 66 = SET IN ROCK OUTCROP
 TN0989_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0989_STAMPING: 16 RHM 1963
 TN0989_MARK LOGO: USGS  
 TN0989_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0989+STABILITY: POSITION/ELEVATION WELL
 TN0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0989+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0989
 TN0989  HISTORY     - Date     Condition        Report By
 TN0989  HISTORY     - 1963     MONUMENTED       USGS
 TN0989
 TN0989                          STATION DESCRIPTION
 TN0989
 TN0989'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0989'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0989'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 30.5
 TN0989'MILES NORTH ALONG ROAD 68 TO CAN CREEK CROSSING, 200 FEET SOUTH AND
 TN0989'34 FEET WEST OF CAN CREEK CROSSING, IN AN EMBEDDED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1086 ***********************************************************************
 SU1086  DESIGNATION -  16 RHM
 SU1086  PID         -  SU1086
 SU1086  STATE/COUNTY-  MT/SANDERS
 SU1086  USGS QUAD   -  CALICO CREEK (1964)
 SU1086
 SU1086                         *CURRENT SURVEY CONTROL
 SU1086  ___________________________________________________________________
 SU1086* NAD 83(1986)-  47 40 31.     (N)    115 05 55.     (W)     SCALED    
 SU1086* NAVD 88     -       841.961  (meters)    2762.33   (feet)  ADJUSTED  
 SU1086  ___________________________________________________________________
 SU1086  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 SU1086  DYNAMIC HT  -         841.924 (meters)    2762.21  (feet)  COMP
 SU1086  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 SU1086
 SU1086  VERT ORDER  -  THIRD
 SU1086
 SU1086.The horizontal coordinates were scaled from a topographic map and have
 SU1086.an estimated accuracy of +/- 6 seconds.
 SU1086
 SU1086.The orthometric height was determined by differential leveling
 SU1086.and adjusted by the National Geodetic Survey in June 1991..
 SU1086
 SU1086.The geoid height was determined by GEOID03.
 SU1086
 SU1086.The dynamic height is computed by dividing the NAVD 88
 SU1086.geopotential number by the normal gravity value computed on the
 SU1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1086.degrees latitude (g = 980.6199 gals.).
 SU1086
 SU1086.The modeled gravity was interpolated from observed gravity values.
 SU1086
 SU1086;                    North         East    Units  Estimated Accuracy
 SU1086;SPC MT       -   395,620.      180,170.      MT  (+/- 180 meters Scaled)
 SU1086
 SU1086                          SUPERSEDED SURVEY CONTROL
 SU1086
 SU1086.No superseded survey control is available for this station.
 SU1086
 SU1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN427819(NAD 83)
 SU1086_MARKER: DB = BENCH MARK DISK
 SU1086_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1086_SP_SET: PREFAB CONC. POST IN EARTH
 SU1086_STAMPING: 16 RHM 1964
 SU1086_MARK LOGO: USGS  
 SU1086_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1086+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1086
 SU1086  HISTORY     - Date     Condition        Report By
 SU1086  HISTORY     - 1964     MONUMENTED       USGS
 SU1086
 SU1086                          STATION DESCRIPTION
 SU1086
 SU1086'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1086'FROM THE NORTH PACIFIC RAILROAD STATION AT THOMPSON FALLS, MONTANA,
 SU1086'PROCEED 5.1 MILES SOUTHEAST TO THE JUNCTION OF U S HIGHWAY 10A AND
 SU1086'THOMPSON RIVER ROAD, THENCE 10.9 MILES NORTH ALONG THOMPSON RIVER
 SU1086'ROAD TO BARK TABLE CREEK, 20.7 MILES SOUTH OF BEND GUARD STATION, 330
 SU1086'FEET SOUTHWEST OF CREEK CROSSING AND 34 FEET SOUTH OF MAIN ROAD AND 3
 SU1086'FEET LOWER THAN MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0709 ***********************************************************************
 TL0709  DESIGNATION -  16 WCA
 TL0709  PID         -  TL0709
 TL0709  STATE/COUNTY-  MT/HILL
 TL0709  USGS QUAD   -  LAIRD LAKE (1972)
 TL0709
 TL0709                         *CURRENT SURVEY CONTROL
 TL0709  ___________________________________________________________________
 TL0709* NAD 83(1986)-  48 54 52.     (N)    110 41 07.     (W)     SCALED    
 TL0709* NAVD 88     -       944.698  (meters)    3099.40   (feet)  ADJUSTED  
 TL0709  ___________________________________________________________________
 TL0709  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TL0709  DYNAMIC HT  -         944.795 (meters)    3099.71  (feet)  COMP
 TL0709  MODELED GRAV-     980,681.1   (mgal)                       NAVD 88
 TL0709
 TL0709  VERT ORDER  -  THIRD
 TL0709
 TL0709.The horizontal coordinates were scaled from a topographic map and have
 TL0709.an estimated accuracy of +/- 6 seconds.
 TL0709
 TL0709.The orthometric height was determined by differential leveling
 TL0709.and adjusted by the National Geodetic Survey in June 1991..
 TL0709
 TL0709.The geoid height was determined by GEOID03.
 TL0709
 TL0709.The dynamic height is computed by dividing the NAVD 88
 TL0709.geopotential number by the normal gravity value computed on the
 TL0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0709.degrees latitude (g = 980.6199 gals.).
 TL0709
 TL0709.The modeled gravity was interpolated from observed gravity values.
 TL0709
 TL0709;                    North         East    Units  Estimated Accuracy
 TL0709;SPC MT       -   519,010.      513,130.      MT  (+/- 180 meters Scaled)
 TL0709
 TL0709                          SUPERSEDED SURVEY CONTROL
 TL0709
 TL0709.No superseded survey control is available for this station.
 TL0709
 TL0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV230179(NAD 83)
 TL0709_MARKER: DB = BENCH MARK DISK
 TL0709_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0709_SP_SET: PREFAB CONC. POST IN EARTH
 TL0709_STAMPING: 16 WCA 1963 3097
 TL0709_MARK LOGO: USGS  
 TL0709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0709+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0709
 TL0709  HISTORY     - Date     Condition        Report By
 TL0709  HISTORY     - 1963     MONUMENTED       USGS
 TL0709
 TL0709                          STATION DESCRIPTION
 TL0709
 TL0709'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0709'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 24.6 MILES NORTH
 TL0709'ALONG JOPLIN ROAD, THENCE 4.0 MILES EAST, IN THE NORTHWEST CORNER OF
 TL0709'SECTION 3/TOWNSHIP 36 NORTH/RANGE 8 EAST, 30 FEET SOUTH AND 32 FEET
 TL0709'EAST AND 3.1 FEET LOWER THAN A T-ROAD TO INVERNESS, 2 FEET WEST OF A
 TL0709'FENCE CORNER, PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0710 ***********************************************************************
 TL0710  DESIGNATION -  16 WCA RM
 TL0710  PID         -  TL0710
 TL0710  STATE/COUNTY-  MT/HILL
 TL0710  USGS QUAD   -  LAIRD LAKE (1972)
 TL0710
 TL0710                         *CURRENT SURVEY CONTROL
 TL0710  ___________________________________________________________________
 TL0710* NAD 83(1986)-  48 54 50.     (N)    110 41 19.     (W)     SCALED    
 TL0710* NAVD 88     -       944.859  (meters)    3099.92   (feet)  ADJUSTED  
 TL0710  ___________________________________________________________________
 TL0710  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TL0710  DYNAMIC HT  -         944.957 (meters)    3100.25  (feet)  COMP
 TL0710  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 TL0710
 TL0710  VERT ORDER  -  THIRD
 TL0710
 TL0710.The horizontal coordinates were scaled from a topographic map and have
 TL0710.an estimated accuracy of +/- 6 seconds.
 TL0710
 TL0710.The orthometric height was determined by differential leveling
 TL0710.and adjusted by the National Geodetic Survey in June 1991..
 TL0710
 TL0710.The geoid height was determined by GEOID03.
 TL0710
 TL0710.The dynamic height is computed by dividing the NAVD 88
 TL0710.geopotential number by the normal gravity value computed on the
 TL0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0710.degrees latitude (g = 980.6199 gals.).
 TL0710
 TL0710.The modeled gravity was interpolated from observed gravity values.
 TL0710
 TL0710;                    North         East    Units  Estimated Accuracy
 TL0710;SPC MT       -   518,950.      512,890.      MT  (+/- 180 meters Scaled)
 TL0710
 TL0710                          SUPERSEDED SURVEY CONTROL
 TL0710
 TL0710.No superseded survey control is available for this station.
 TL0710
 TL0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV228179(NAD 83)
 TL0710_MARKER: Q = CHISELED SQUARE
 TL0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0710_SP_SET: CULVERT
 TL0710_MARK LOGO: NONE  
 TL0710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0710+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0710
 TL0710  HISTORY     - Date     Condition        Report By
 TL0710  HISTORY     - 1963     MONUMENTED       USGS
 TL0710
 TL0710                          STATION DESCRIPTION
 TL0710
 TL0710'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0710'FROM JOPLIN, MONTANA POST OFFICE, PROCEED 24.6 MILES NORTH ALONG
 TL0710'JOPLIN ROAD, THENCE 4.0 MILES EAST, 48 FEET NORTH AND 52 FEET EAST OF
 TL0710'BM 16 WCA, 18 FEET NORTH AND 84 FEET EAST OF A T-ROAD SOUTH, ON THE
 TL0710'NORTH END OF AN IRON CORRUGATED CULVERT, A CHISLED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0690 ***********************************************************************
 TJ0690  DESIGNATION -  16 WR
 TJ0690  PID         -  TJ0690
 TJ0690  STATE/COUNTY-  MT/PHILLIPS
 TJ0690  USGS QUAD   -  WHITEWATER EAST (1984)
 TJ0690
 TJ0690                         *CURRENT SURVEY CONTROL
 TJ0690  ___________________________________________________________________
 TJ0690* NAD 83(1986)-  48 45 42.     (N)    107 37 17.     (W)     SCALED    
 TJ0690* NAVD 88     -       710.388  (meters)    2330.66   (feet)  POSTED    
 TJ0690  ___________________________________________________________________
 TJ0690  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TJ0690  DYNAMIC HT  -         710.490 (meters)    2331.00  (feet)  COMP
 TJ0690  MODELED GRAV-     980,728.4   (mgal)                       NAVD 88
 TJ0690
 TJ0690  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0690
 TJ0690.The horizontal coordinates were scaled from a topographic map and have
 TJ0690.an estimated accuracy of +/- 6 seconds.
 TJ0690
 TJ0690.The orthometric height was determined by differential leveling
 TJ0690.and adjusted by the National Geodetic Survey in 1992..
 TJ0690.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0690.rate of 0.0 thru 1.0 mm/km.
 TJ0690
 TJ0690.The geoid height was determined by GEOID03.
 TJ0690
 TJ0690.The dynamic height is computed by dividing the NAVD 88
 TJ0690.geopotential number by the normal gravity value computed on the
 TJ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0690.degrees latitude (g = 980.6199 gals.).
 TJ0690
 TJ0690.The modeled gravity was interpolated from observed gravity values.
 TJ0690
 TJ0690;                    North         East    Units  Estimated Accuracy
 TJ0690;SPC MT       -   503,020.      738,080.      MT  (+/- 180 meters Scaled)
 TJ0690
 TJ0690                          SUPERSEDED SURVEY CONTROL
 TJ0690
 TJ0690.No superseded survey control is available for this station.
 TJ0690
 TJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ073042(NAD 83)
 TJ0690_MARKER: DB = BENCH MARK DISK
 TJ0690_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TJ0690+WITH SETTING: PAVEMENT
 TJ0690_SP_SET: CONCRETE PORCH
 TJ0690_STAMPING: 16 WR 2328 1968
 TJ0690_MARK LOGO: USGS  
 TJ0690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0690+STABILITY: SURFACE MOTION
 TJ0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0690+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0690
 TJ0690  HISTORY     - Date     Condition        Report By
 TJ0690  HISTORY     - 1968     MONUMENTED       USGS
 TJ0690
 TJ0690                          STATION DESCRIPTION
 TJ0690
 TJ0690'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0690'AT WHITEWATER, MONTANA, IN THE CONCRETE PORCH AT THE SOUTHWEST
 TJ0690'ENTRANCE TO THE HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0059 ***********************************************************************
 QU0059  DESIGNATION -  1687.07
 QU0059  PID         -  QU0059
 QU0059  STATE/COUNTY-  MT/CARTER
 QU0059  USGS QUAD   -  HAMMOND (1970)
 QU0059
 QU0059                         *CURRENT SURVEY CONTROL
 QU0059  ___________________________________________________________________
 QU0059* NAD 83(1986)-  45 13 30.     (N)    104 54 59.     (W)     SCALED    
 QU0059* NAVD 88     -      1133.511  (meters)    3718.86   (feet)  ADJUSTED  
 QU0059  ___________________________________________________________________
 QU0059  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 QU0059  DYNAMIC HT  -        1133.228 (meters)    3717.93  (feet)  COMP
 QU0059  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 QU0059
 QU0059  VERT ORDER  -  SECOND    CLASS 0
 QU0059
 QU0059.The horizontal coordinates were scaled from a topographic map and have
 QU0059.an estimated accuracy of +/- 6 seconds.
 QU0059
 QU0059.The orthometric height was determined by differential leveling
 QU0059.and adjusted by the National Geodetic Survey in June 1991..
 QU0059
 QU0059.The geoid height was determined by GEOID03.
 QU0059
 QU0059.The dynamic height is computed by dividing the NAVD 88
 QU0059.geopotential number by the normal gravity value computed on the
 QU0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0059.degrees latitude (g = 980.6199 gals.).
 QU0059
 QU0059.The modeled gravity was interpolated from observed gravity values.
 QU0059
 QU0059;                    North         East    Units  Estimated Accuracy
 QU0059;SPC MT       -   118,900.      959,740.      MT  (+/- 180 meters Scaled)
 QU0059
 QU0059                          SUPERSEDED SURVEY CONTROL
 QU0059
 QU0059  NGVD 29 (??/??/92) 1132.881  (m)         3716.79   (f) ADJ UNCH    2 0
 QU0059
 QU0059.Superseded values are not recommended for survey control.
 QU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0059.See file dsdata.txt to determine how the superseded data were derived.
 QU0059
 QU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL065079(NAD 83)
 QU0059_MARKER: S = SPIKE
 QU0059_SETTING: 0 = UNSPECIFIED SETTING
 QU0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0059
 QU0059  HISTORY     - Date     Condition        Report By
 QU0059  HISTORY     - UNK      MONUMENTED       CGS
 QU0059  HISTORY     - 1934     GOOD             NGS
 QU0059  HISTORY     - 1970     MARK NOT FOUND   USGS
 QU0059
 QU0059                          STATION DESCRIPTION
 QU0059
 QU0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QU0059'28.1 MI SE FROM BROADUS.
 QU0059'IN CARTER COUNTY, 28.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 212
 QU0059'FROM BROADUS, POWDER RIVER COUNTY, 1 MILE WEST OF HAMMOND,
 QU0059'CARTER COUNTY, AT A ROAD INTERSECTION (THE ROAD NORTH LEADS TO
 QU0059'PINIELE), 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33
 QU0059'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, IN A
 QU0059'POST AT A FENCE CORNER, AND 4 INCHES ABOVE THE GROUND.
 QU0059
 QU0059                          STATION RECOVERY (1970)
 QU0059
 QU0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QU0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0105 ***********************************************************************
 RW0105  DESIGNATION -  17
 RW0105  PID         -  RW0105
 RW0105  STATE/COUNTY-  MT/MEAGHER
 RW0105  USGS QUAD   -  RINGLING (1980)
 RW0105
 RW0105                         *CURRENT SURVEY CONTROL
 RW0105  ___________________________________________________________________
 RW0105* NAD 83(1986)-  46 15 10.     (N)    110 46 25.     (W)     SCALED    
 RW0105* NAVD 88     -      1667.547  (meters)    5470.94   (feet)  ADJUSTED  
 RW0105  ___________________________________________________________________
 RW0105  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 RW0105  DYNAMIC HT  -        1667.020 (meters)    5469.21  (feet)  COMP
 RW0105  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 RW0105
 RW0105  VERT ORDER  -  SECOND    CLASS 0
 RW0105
 RW0105.The horizontal coordinates were scaled from a topographic map and have
 RW0105.an estimated accuracy of +/- 6 seconds.
 RW0105
 RW0105.The orthometric height was determined by differential leveling
 RW0105.and adjusted by the National Geodetic Survey in June 1991..
 RW0105
 RW0105.The geoid height was determined by GEOID03.
 RW0105
 RW0105.The dynamic height is computed by dividing the NAVD 88
 RW0105.geopotential number by the normal gravity value computed on the
 RW0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0105.degrees latitude (g = 980.6199 gals.).
 RW0105
 RW0105.The modeled gravity was interpolated from observed gravity values.
 RW0105
 RW0105;                    North         East    Units  Estimated Accuracy
 RW0105;SPC MT       -   223,360.      501,850.      MT  (+/- 180 meters Scaled)
 RW0105
 RW0105                          SUPERSEDED SURVEY CONTROL
 RW0105
 RW0105  NGVD 29 (??/??/92) 1666.401  (m)         5467.18   (f) ADJ UNCH    2 0
 RW0105
 RW0105.Superseded values are not recommended for survey control.
 RW0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0105.See file dsdata.txt to determine how the superseded data were derived.
 RW0105
 RW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS174221(NAD 83)
 RW0105_MARKER: DD = SURVEY DISK
 RW0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0105_STAMPING: 17
 RW0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0105+STABILITY: SURFACE MOTION
 RW0105
 RW0105  HISTORY     - Date     Condition        Report By
 RW0105  HISTORY     - UNK      MONUMENTED
 RW0105  HISTORY     - 1947     GOOD             NGS
 RW0105
 RW0105                          STATION DESCRIPTION
 RW0105
 RW0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RW0105'2.2 MI S FROM RINGLING.
 RW0105'2.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM RINGLING, 200 YARDS
 RW0105'NORTHEAST OF A SMALL KNOLL, IN FLAT OPEN COUNTRY, IN LINE OF WITH AN
 RW0105'EAST-AND-WEST FENCE INTERSECTING THE RIGHT-OF-WAY FENCE ON THE EAST
 RW0105'SIDE OF THE HIGHWAY, AND 32 FEET WEST OF THE CENTERLINE OF THE
 RW0105'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 17 AND SET IN THE TOP
 RW0105'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0672 ***********************************************************************
 QW0672  DESIGNATION -  17 DHW
 QW0672  PID         -  QW0672
 QW0672  STATE/COUNTY-  MT/YELLOWSTONE
 QW0672  USGS QUAD   -  CHILKOOT COULEE (1980)
 QW0672
 QW0672                         *CURRENT SURVEY CONTROL
 QW0672  ___________________________________________________________________
 QW0672* NAD 83(1986)-  45 29 23.     (N)    108 16 51.     (W)     SCALED    
 QW0672* NAVD 88     -      1392.892  (meters)    4569.85   (feet)  POSTED    
 QW0672  ___________________________________________________________________
 QW0672  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 QW0672  DYNAMIC HT  -        1392.530 (meters)    4568.66  (feet)  COMP
 QW0672  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 QW0672
 QW0672  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0672
 QW0672.The horizontal coordinates were scaled from a topographic map and have
 QW0672.an estimated accuracy of +/- 6 seconds.
 QW0672
 QW0672.The orthometric height was determined by differential leveling
 QW0672.and adjusted by the National Geodetic Survey in 1992..
 QW0672.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0672.rate of 0.0 thru 1.0 mm/km.
 QW0672
 QW0672.The geoid height was determined by GEOID03.
 QW0672
 QW0672.The dynamic height is computed by dividing the NAVD 88
 QW0672.geopotential number by the normal gravity value computed on the
 QW0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0672.degrees latitude (g = 980.6199 gals.).
 QW0672
 QW0672.The modeled gravity was interpolated from observed gravity values.
 QW0672
 QW0672;                    North         East    Units  Estimated Accuracy
 QW0672;SPC MT       -   138,530.      695,280.      MT  (+/- 180 meters Scaled)
 QW0672
 QW0672                          SUPERSEDED SURVEY CONTROL
 QW0672
 QW0672.No superseded survey control is available for this station.
 QW0672
 QW0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR124409(NAD 83)
 QW0672_MARKER: DB = BENCH MARK DISK
 QW0672_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0672_SP_SET: PREFAB CONC. POST IN EARTH
 QW0672_STAMPING: 17 DHW 1967
 QW0672_MARK LOGO: USGS  
 QW0672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0672+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0672
 QW0672  HISTORY     - Date     Condition        Report By
 QW0672  HISTORY     - 1967     MONUMENTED       USGS
 QW0672
 QW0672                          STATION DESCRIPTION
 QW0672
 QW0672'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0672'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0672'GRADED DIRT ROAD, THENCE 8.0 MILES SOUTHEAST ALONG TRACK ROADS TO A
 QW0672'CROSSROAD, THENCE 11.6 MILES NORTHEAST TO THE TOP OF A SMALL HILL,
 QW0672'THENCE 1.0 MILE TO A DRAIN CROSSING, THENCE 2.1 MILES ALONG THE ROAD
 QW0672'UP THE DRAIN AND A STEEP HILL TO A GATE IN A NORTH-SOUTH FENCE,
 QW0672'THENCE .8 MILES NORTHWEST ALONG A PASTURE ROAD TO A GATE IN AN
 QW0672'EAST-WEST FENCE AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0399 ***********************************************************************
 QV0399  DESIGNATION -  17 JLP
 QV0399  PID         -  QV0399
 QV0399  STATE/COUNTY-  MT/ROSEBUD
 QV0399  USGS QUAD   -  BROWNS MOUNTAIN (1995)
 QV0399
 QV0399                         *CURRENT SURVEY CONTROL
 QV0399  ___________________________________________________________________
 QV0399* NAD 83(1986)-  45 18 21.     (N)    106 29 39.     (W)     SCALED    
 QV0399* NAVD 88     -      1002.497  (meters)    3289.03   (feet)  ADJUSTED  
 QV0399  ___________________________________________________________________
 QV0399  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 QV0399  DYNAMIC HT  -        1002.251 (meters)    3288.22  (feet)  COMP
 QV0399  MODELED GRAV-     980,336.4   (mgal)                       NAVD 88
 QV0399
 QV0399  VERT ORDER  -  THIRD
 QV0399
 QV0399.The horizontal coordinates were scaled from a topographic map and have
 QV0399.an estimated accuracy of +/- 6 seconds.
 QV0399
 QV0399.The orthometric height was determined by differential leveling
 QV0399.and adjusted by the National Geodetic Survey in June 1991..
 QV0399
 QV0399.The geoid height was determined by GEOID03.
 QV0399
 QV0399.The dynamic height is computed by dividing the NAVD 88
 QV0399.geopotential number by the normal gravity value computed on the
 QV0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0399.degrees latitude (g = 980.6199 gals.).
 QV0399
 QV0399.The modeled gravity was interpolated from observed gravity values.
 QV0399
 QV0399;                    North         East    Units  Estimated Accuracy
 QV0399;SPC MT       -   121,870.      835,640.      MT  (+/- 180 meters Scaled)
 QV0399
 QV0399                          SUPERSEDED SURVEY CONTROL
 QV0399
 QV0399  NGVD 29 (??/??/92) 1001.83   (m)         3286.8    (f) COMPUTED    3 0
 QV0399
 QV0399.Superseded values are not recommended for survey control.
 QV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0399.See file dsdata.txt to determine how the superseded data were derived.
 QV0399
 QV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL828180(NAD 83)
 QV0399_MARKER: DB = BENCH MARK DISK
 QV0399_SETTING: 66 = SET IN ROCK OUTCROP
 QV0399_SP_SET: ROCK LEDGE
 QV0399_STAMPING: 17 JLP 1966
 QV0399_MARK LOGO: USGS  
 QV0399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QV0399+STABILITY: POSITION/ELEVATION WELL
 QV0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0399+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0399
 QV0399  HISTORY     - Date     Condition        Report By
 QV0399  HISTORY     - 1966     MONUMENTED       USGS
 QV0399
 QV0399                          STATION DESCRIPTION
 QV0399
 QV0399'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0399'FROM BIRNEY, MONTANA, PROCEED 1.6 MILES SOUTHEAST ALONG A ROAD, 0.65
 QV0399'MILES NORTHWEST OF BONES RANCH, IN THE NORTHWEST 1/4 OF SECTION
 QV0399'20/TOWNSHIP 6 SOUTH/RANGE 43 EAST, 250 FEET SOUTHEAST OF THE ROAD AT
 QV0399'A CREST, 52 FEET NORTHEAST AND 3.5 FEET HIGHER THAN THE ROAD,
 QV0399'CEMENTED IN A SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0794 ***********************************************************************
 SS0794  DESIGNATION -  17 JRM
 SS0794  PID         -  SS0794
 SS0794  STATE/COUNTY-  MT/CASCADE
 SS0794  USGS QUAD   -  EDEN (1965)
 SS0794
 SS0794                         *CURRENT SURVEY CONTROL
 SS0794  ___________________________________________________________________
 SS0794* NAD 83(1986)-  47 15 29.     (N)    111 17 50.     (W)     SCALED    
 SS0794* NAVD 88     -      1244.045  (meters)    4081.50   (feet)  ADJUSTED  
 SS0794  ___________________________________________________________________
 SS0794  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 SS0794  DYNAMIC HT  -        1243.873 (meters)    4080.94  (feet)  COMP
 SS0794  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 SS0794
 SS0794  VERT ORDER  -  SECOND    CLASS 0
 SS0794
 SS0794.The horizontal coordinates were scaled from a topographic map and have
 SS0794.an estimated accuracy of +/- 6 seconds.
 SS0794
 SS0794.The orthometric height was determined by differential leveling
 SS0794.and adjusted by the National Geodetic Survey in June 1991..
 SS0794
 SS0794.The geoid height was determined by GEOID03.
 SS0794
 SS0794.The dynamic height is computed by dividing the NAVD 88
 SS0794.geopotential number by the normal gravity value computed on the
 SS0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0794.degrees latitude (g = 980.6199 gals.).
 SS0794
 SS0794.The modeled gravity was interpolated from observed gravity values.
 SS0794
 SS0794;                    North         East    Units  Estimated Accuracy
 SS0794;SPC MT       -   335,810.      464,060.      MT  (+/- 180 meters Scaled)
 SS0794
 SS0794                          SUPERSEDED SURVEY CONTROL
 SS0794
 SS0794  NGVD 29 (??/??/92) 1243.078  (m)         4078.33   (f) ADJ UNCH    2 0
 SS0794
 SS0794.Superseded values are not recommended for survey control.
 SS0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0794.See file dsdata.txt to determine how the superseded data were derived.
 SS0794
 SS0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT775338(NAD 83)
 SS0794_MARKER: DD = SURVEY DISK
 SS0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0794_STAMPING: 17 JRM 1953 4078
 SS0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0794+STABILITY: SURFACE MOTION
 SS0794
 SS0794  HISTORY     - Date     Condition        Report By
 SS0794  HISTORY     - 1953     MONUMENTED       USGS
 SS0794  HISTORY     - 1961     GOOD             NGS
 SS0794
 SS0794                          STATION DESCRIPTION
 SS0794
 SS0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0794'1.95 MI S FROM EDEN.
 SS0794'1.05 MILES SOUTH ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT
 SS0794'EDEN, THENCE 0.9 MILE WEST ALONG A COUNTY ROAD, AT THE CREST OF A
 SS0794'SMALL HILL, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29 FEET
 SS0794'EAST-NORTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A FENCE, 2.5
 SS0794'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SS0794'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0377 ***********************************************************************
 QV0377  DESIGNATION -  17 JRP
 QV0377  PID         -  QV0377
 QV0377  STATE/COUNTY-  MT/ROSEBUD
 QV0377  USGS QUAD   -  BRANDENBERG NW (1971)
 QV0377
 QV0377                         *CURRENT SURVEY CONTROL
 QV0377  ___________________________________________________________________
 QV0377* NAD 83(1986)-  45 59 30.     (N)    106 13 06.     (W)     SCALED    
 QV0377* NAVD 88     -       922.115  (meters)    3025.31   (feet)  ADJUSTED  
 QV0377  ___________________________________________________________________
 QV0377  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 QV0377  DYNAMIC HT  -         921.965 (meters)    3024.81  (feet)  COMP
 QV0377  MODELED GRAV-     980,421.4   (mgal)                       NAVD 88
 QV0377
 QV0377  VERT ORDER  -  THIRD
 QV0377
 QV0377.The horizontal coordinates were scaled from a topographic map and have
 QV0377.an estimated accuracy of +/- 6 seconds.
 QV0377
 QV0377.The orthometric height was determined by differential leveling
 QV0377.and adjusted by the National Geodetic Survey in June 1991..
 QV0377
 QV0377.The geoid height was determined by GEOID03.
 QV0377
 QV0377.The dynamic height is computed by dividing the NAVD 88
 QV0377.geopotential number by the normal gravity value computed on the
 QV0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0377.degrees latitude (g = 980.6199 gals.).
 QV0377
 QV0377.The modeled gravity was interpolated from observed gravity values.
 QV0377
 QV0377;                    North         East    Units  Estimated Accuracy
 QV0377;SPC MT       -   198,880.      854,060.      MT  (+/- 180 meters Scaled)
 QV0377
 QV0377                          SUPERSEDED SURVEY CONTROL
 QV0377
 QV0377  NGVD 29 (??/??/92)  921.47   (m)         3023.2    (f) COMPUTED    3 0
 QV0377
 QV0377.Superseded values are not recommended for survey control.
 QV0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0377.See file dsdata.txt to determine how the superseded data were derived.
 QV0377
 QV0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL056938(NAD 83)
 QV0377_MARKER: DB = BENCH MARK DISK
 QV0377_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0377_SP_SET: COPPER-CLAD STEEL ROD
 QV0377_STAMPING: 17 JRP 1969
 QV0377_MARK LOGO: USGS  
 QV0377_MAGNETIC: I = MARKER IS A STEEL ROD
 QV0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0377+SATELLITE: SATELLITE OBSERVATIONS - 1969
 QV0377
 QV0377  HISTORY     - Date     Condition        Report By
 QV0377  HISTORY     - 1969     MONUMENTED       USGS
 QV0377
 QV0377                          STATION DESCRIPTION
 QV0377
 QV0377'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QV0377'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 QV0377'AND 12, THENCE 15.2 MILES SOUTHEAST AND 2.0 MILES EAST ALONG SWEENEY
 QV0377'CREEK ROAD, THENCE 10.6 MILES SOUTHEAST-SOUTHWEST ALONG A WINDING
 QV0377'MOUNTAIN ROAD, THENCE 1.8 MILES EAST, NEAR 1/4 CORNER BETWEEN
 QV0377'SECTIONS 23-26/TOWNSHIP 3 NORTH/RANGE 44 EAST, ABOUT 0.35 MILES WEST
 QV0377'OF A CATTLEGUARD IN A NORTH-SOUTH FENCE, 30 FEET NORTH AND 1 FOOT
 QV0377'LOWER THAN THE CENTER OF THE ROAD.  A COPPER-CLAD STEEL ROD ENCASED
 QV0377'IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0355 ***********************************************************************
 QU0355  DESIGNATION -  17 RCN
 QU0355  PID         -  QU0355
 QU0355  STATE/COUNTY-  MT/CARTER
 QU0355  USGS QUAD   -  DUTCHMAN CREEK (1979)
 QU0355
 QU0355                         *CURRENT SURVEY CONTROL
 QU0355  ___________________________________________________________________
 QU0355* NAD 83(1986)-  45 34 23.     (N)    104 40 41.     (W)     SCALED    
 QU0355* NAVD 88     -      1065.256  (meters)    3494.93   (feet)  ADJUSTED  
 QU0355  ___________________________________________________________________
 QU0355  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 QU0355  DYNAMIC HT  -        1065.018 (meters)    3494.15  (feet)  COMP
 QU0355  MODELED GRAV-     980,355.5   (mgal)                       NAVD 88
 QU0355
 QU0355  VERT ORDER  -  THIRD
 QU0355
 QU0355.The horizontal coordinates were scaled from a topographic map and have
 QU0355.an estimated accuracy of +/- 6 seconds.
 QU0355
 QU0355.The orthometric height was determined by differential leveling
 QU0355.and adjusted by the National Geodetic Survey in June 1991..
 QU0355
 QU0355.The geoid height was determined by GEOID03.
 QU0355
 QU0355.The dynamic height is computed by dividing the NAVD 88
 QU0355.geopotential number by the normal gravity value computed on the
 QU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0355.degrees latitude (g = 980.6199 gals.).
 QU0355
 QU0355.The modeled gravity was interpolated from observed gravity values.
 QU0355
 QU0355;                    North         East    Units  Estimated Accuracy
 QU0355;SPC MT       -   158,620.      976,040.      MT  (+/- 180 meters Scaled)
 QU0355
 QU0355                          SUPERSEDED SURVEY CONTROL
 QU0355
 QU0355  NGVD 29 (??/??/92) 1064.66   (m)         3493.0    (f) COMPUTED    3 0
 QU0355
 QU0355.Superseded values are not recommended for survey control.
 QU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0355.See file dsdata.txt to determine how the superseded data were derived.
 QU0355
 QU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL251466(NAD 83)
 QU0355_MARKER: DB = BENCH MARK DISK
 QU0355_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0355_SP_SET: COPPER-CLAD STEEL ROD
 QU0355_STAMPING: 17 RCN 1973 3493
 QU0355_MARK LOGO: USGS  
 QU0355_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0355+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0355
 QU0355  HISTORY     - Date     Condition        Report By
 QU0355  HISTORY     - 1973     MONUMENTED       USGS
 QU0355
 QU0355                          STATION DESCRIPTION
 QU0355
 QU0355'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0355'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 33.8 MILES SOUTH ALONG
 QU0355'CHALK BUTTES AND RIDGE ROADS, .35 MILES WEST OF A NORTH-SOUTH FENCE
 QU0355'CROSSING THE ROAD, 25 FEET NORTH OF THE ROAD.  A COPPER-CLAD STEEL
 QU0355'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0521 ***********************************************************************
 RU0521  DESIGNATION -  17 RDS
 RU0521  PID         -  RU0521
 RU0521  STATE/COUNTY-  MT/ROSEBUD
 RU0521  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0521
 RU0521                         *CURRENT SURVEY CONTROL
 RU0521  ___________________________________________________________________
 RU0521* NAD 83(1986)-  46 50 09.     (N)    107 43 44.     (W)     SCALED    
 RU0521* NAVD 88     -       889.492  (meters)    2918.28   (feet)  ADJUSTED  
 RU0521  ___________________________________________________________________
 RU0521  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 RU0521  DYNAMIC HT  -         889.437 (meters)    2918.09  (feet)  COMP
 RU0521  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 RU0521
 RU0521  VERT ORDER  -  SECOND    CLASS 0
 RU0521
 RU0521.The horizontal coordinates were scaled from a topographic map and have
 RU0521.an estimated accuracy of +/- 6 seconds.
 RU0521
 RU0521.The orthometric height was determined by differential leveling
 RU0521.and adjusted by the National Geodetic Survey in June 1991..
 RU0521
 RU0521.The geoid height was determined by GEOID03.
 RU0521
 RU0521.The dynamic height is computed by dividing the NAVD 88
 RU0521.geopotential number by the normal gravity value computed on the
 RU0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0521.degrees latitude (g = 980.6199 gals.).
 RU0521
 RU0521.The modeled gravity was interpolated from observed gravity values.
 RU0521
 RU0521;                    North         East    Units  Estimated Accuracy
 RU0521;SPC MT       -   288,870.      735,020.      MT  (+/- 180 meters Scaled)
 RU0521
 RU0521                          SUPERSEDED SURVEY CONTROL
 RU0521
 RU0521  NGVD 29 (??/??/92)  888.804  (m)         2916.02   (f) ADJ UNCH    2 0
 RU0521
 RU0521.Superseded values are not recommended for survey control.
 RU0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0521.See file dsdata.txt to determine how the superseded data were derived.
 RU0521
 RU0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM919905(NAD 83)
 RU0521_MARKER: DB = BENCH MARK DISK
 RU0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0521_SP_SET: CONCRETE POST
 RU0521_STAMPING: 17 RDS 1962
 RU0521_MARK LOGO: USGS  
 RU0521_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0521+STABILITY: SURFACE MOTION
 RU0521
 RU0521  HISTORY     - Date     Condition        Report By
 RU0521  HISTORY     - 1962     MONUMENTED       USGS
 RU0521
 RU0521                          STATION DESCRIPTION
 RU0521
 RU0521'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0521'26.2 KM (16.30 MI) SOUTH FROM MOSBY.
 RU0521'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 14.0 MILES
 RU0521'SOUTH ALONG A GRADED AND TRACK ROAD, 2.1 MILES NORTHWEST OF THE
 RU0521'FORD ON RATTLESNAKE CREEK, 0.6 MIES SOUTHWEST OF A LARGE STOCK POND,
 RU0521'IN THE NORTHWEST 1/4 OF SECTION 6, T. 12 N., R. 32 E., 104 FEET
 RU0521'WEST OF THE CENTER OF THE ROAD AT THE SUMMIT OF A RIDGE.
 RU0521'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0541 ***********************************************************************
 TK0541  DESIGNATION -  17 REB
 TK0541  PID         -  TK0541
 TK0541  STATE/COUNTY-  MT/BLAINE
 TK0541  USGS QUAD   -  WAYNE CREEK NW (1984)
 TK0541
 TK0541                         *CURRENT SURVEY CONTROL
 TK0541  ___________________________________________________________________
 TK0541* NAD 83(1986)-  48 39 09.     (N)    108 40 23.     (W)     SCALED    
 TK0541* NAVD 88     -       869.396  (meters)    2852.34   (feet)  POSTED    
 TK0541  ___________________________________________________________________
 TK0541  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0541  DYNAMIC HT  -         869.500 (meters)    2852.68  (feet)  COMP
 TK0541  MODELED GRAV-     980,697.8   (mgal)                       NAVD 88
 TK0541
 TK0541  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0541
 TK0541.The horizontal coordinates were scaled from a topographic map and have
 TK0541.an estimated accuracy of +/- 6 seconds.
 TK0541
 TK0541.The orthometric height was determined by differential leveling
 TK0541.and adjusted by the National Geodetic Survey in 1992..
 TK0541.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0541.rate of 0.0 thru 1.0 mm/km.
 TK0541
 TK0541.The geoid height was determined by GEOID03.
 TK0541
 TK0541.The dynamic height is computed by dividing the NAVD 88
 TK0541.geopotential number by the normal gravity value computed on the
 TK0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0541.degrees latitude (g = 980.6199 gals.).
 TK0541
 TK0541.The modeled gravity was interpolated from observed gravity values.
 TK0541
 TK0541;                    North         East    Units  Estimated Accuracy
 TK0541;SPC MT       -   489,550.      660,920.      MT  (+/- 180 meters Scaled)
 TK0541
 TK0541                          SUPERSEDED SURVEY CONTROL
 TK0541
 TK0541.No superseded survey control is available for this station.
 TK0541
 TK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU713914(NAD 83)
 TK0541_MARKER: DB = BENCH MARK DISK
 TK0541_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0541_SP_SET: COPPER-CLAD STEEL ROD
 TK0541_STAMPING: 17 REB 1979
 TK0541_MARK LOGO: USGS  
 TK0541_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0541_ROD/PIPE-DEPTH: 4.57 meters
 TK0541
 TK0541  HISTORY     - Date     Condition        Report By
 TK0541  HISTORY     - 1979     MONUMENTED       USGS
 TK0541
 TK0541                          STATION DESCRIPTION
 TK0541
 TK0541'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0541'16.4 KM (10.20 MI) NNE FROM HARLEM.
 TK0541'10.2 MILES NORTH - NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD
 TK0541'DEPOT ALONG HIGHWAY 241, 0.1 MILES NORTHEAST OF A T - ROAD SOUTHEAST,
 TK0541'0.2 MILES SOUTH OF THE NORTHWEST CORNER OF SECTION 1, T33N, R23E, 40
 TK0541'FEET NORTHEAST AND 69 FEET NORTHWEST OF A T - ROAD NORTHWEST, 105
 TK0541'FEET SOUTHWEST OF A POWER POLE NO 110, 20.7 FEET NORTHEAST OF A T -
 TK0541'FENCE NORTH, AND 1.2 FEET SOUTHEAST OF A FENCE.
 TK0541'THE MARK IS 4.8 FT  NE FROM  A WITNESS POST
 TK0541'THE MARK IS 2.0 FT ABOVE T-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0990 ***********************************************************************
 TN0990  DESIGNATION -  17 RHM
 TN0990  PID         -  TN0990
 TN0990  STATE/COUNTY-  MT/LINCOLN
 TN0990  USGS QUAD   -  YAAK (1963)
 TN0990
 TN0990                         *CURRENT SURVEY CONTROL
 TN0990  ___________________________________________________________________
 TN0990* NAD 83(1986)-  48 46 22.     (N)    115 39 26.     (W)     SCALED    
 TN0990* NAVD 88     -      1055.756  (meters)    3463.76   (feet)  ADJUSTED  
 TN0990  ___________________________________________________________________
 TN0990  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 TN0990  DYNAMIC HT  -        1055.804 (meters)    3463.92  (feet)  COMP
 TN0990  MODELED GRAV-     980,619.9   (mgal)                       NAVD 88
 TN0990
 TN0990  VERT ORDER  -  THIRD
 TN0990
 TN0990.The horizontal coordinates were scaled from a topographic map and have
 TN0990.an estimated accuracy of +/- 6 seconds.
 TN0990
 TN0990.The orthometric height was determined by differential leveling
 TN0990.and adjusted by the National Geodetic Survey in June 1991..
 TN0990
 TN0990.The geoid height was determined by GEOID03.
 TN0990
 TN0990.The dynamic height is computed by dividing the NAVD 88
 TN0990.geopotential number by the normal gravity value computed on the
 TN0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0990.degrees latitude (g = 980.6199 gals.).
 TN0990
 TN0990.The modeled gravity was interpolated from observed gravity values.
 TN0990
 TN0990;                    North         East    Units  Estimated Accuracy
 TN0990;SPC MT       -   520,380.      147,950.      MT  (+/- 180 meters Scaled)
 TN0990
 TN0990                          SUPERSEDED SURVEY CONTROL
 TN0990
 TN0990.No superseded survey control is available for this station.
 TN0990
 TN0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ986030(NAD 83)
 TN0990_MARKER: DB = BENCH MARK DISK
 TN0990_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN0990_SP_SET: PREFAB CONC. POST IN EARTH
 TN0990_STAMPING: 17 RHM 1963
 TN0990_MARK LOGO: USGS  
 TN0990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0990+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0990
 TN0990  HISTORY     - Date     Condition        Report By
 TN0990  HISTORY     - 1963     MONUMENTED       USGS
 TN0990
 TN0990                          STATION DESCRIPTION
 TN0990
 TN0990'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0990'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0990'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 32.5
 TN0990'MILES NORTH ALONG ROAD 68 TO A T-ROAD WEST, 23 FEET NORTH AND 42 FEET
 TN0990'EAST AND 2 FEET HIGHER THAN INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1087 ***********************************************************************
 SU1087  DESIGNATION -  17 RHM
 SU1087  PID         -  SU1087
 SU1087  STATE/COUNTY-  MT/SANDERS
 SU1087  USGS QUAD   -  PRISCILLA PEAK (1964)
 SU1087
 SU1087                         *CURRENT SURVEY CONTROL
 SU1087  ___________________________________________________________________
 SU1087* NAD 83(1986)-  47 39 41.     (N)    115 08 10.     (W)     SCALED    
 SU1087* NAVD 88     -       810.316  (meters)    2658.51   (feet)  ADJUSTED  
 SU1087  ___________________________________________________________________
 SU1087  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 SU1087  DYNAMIC HT  -         810.273 (meters)    2658.37  (feet)  COMP
 SU1087  MODELED GRAV-     980,534.3   (mgal)                       NAVD 88
 SU1087
 SU1087  VERT ORDER  -  THIRD
 SU1087
 SU1087.The horizontal coordinates were scaled from a topographic map and have
 SU1087.an estimated accuracy of +/- 6 seconds.
 SU1087
 SU1087.The orthometric height was determined by differential leveling
 SU1087.and adjusted by the National Geodetic Survey in June 1991..
 SU1087
 SU1087.The geoid height was determined by GEOID03.
 SU1087
 SU1087.The dynamic height is computed by dividing the NAVD 88
 SU1087.geopotential number by the normal gravity value computed on the
 SU1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1087.degrees latitude (g = 980.6199 gals.).
 SU1087
 SU1087.The modeled gravity was interpolated from observed gravity values.
 SU1087
 SU1087;                    North         East    Units  Estimated Accuracy
 SU1087;SPC MT       -   394,280.      177,250.      MT  (+/- 180 meters Scaled)
 SU1087
 SU1087                          SUPERSEDED SURVEY CONTROL
 SU1087
 SU1087.No superseded survey control is available for this station.
 SU1087
 SU1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN399803(NAD 83)
 SU1087_MARKER: DB = BENCH MARK DISK
 SU1087_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1087_SP_SET: PREFAB CONC. POST IN EARTH
 SU1087_STAMPING: 17 RHM 1964
 SU1087_MARK LOGO: USGS  
 SU1087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1087+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1087
 SU1087  HISTORY     - Date     Condition        Report By
 SU1087  HISTORY     - 1964     MONUMENTED       USGS
 SU1087
 SU1087                          STATION DESCRIPTION
 SU1087
 SU1087'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1087'FROM THE NORTH PACIFIC RAILROAD STATION AT THOMPSON FALLS, MONTANA,
 SU1087'PROCEED 5.1 MILES SOUTHEAST TO THE JUNCTION OF U S HIGHWAY 10A AND
 SU1087'THOMPSON RIVER ROAD, THENCE 8.7 MILES NORTH ALONG THOMPSON RIVER ROAD
 SU1087'TO PRISCILLA GULCH CREEK, 22.9 MILES OF BEND GUARD STATION, 383 FEET
 SU1087'NORTH OF CREEK CROSSING AND 27 FEET WEST OF MAIN ROAD AND 2.5 FEET
 SU1087'ABOVE ROAD OPPOSITE BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0711 ***********************************************************************
 TL0711  DESIGNATION -  17 WCA
 TL0711  PID         -  TL0711
 TL0711  STATE/COUNTY-  MT/HILL
 TL0711  USGS QUAD   -  LAIRD LAKE (1972)
 TL0711
 TL0711                         *CURRENT SURVEY CONTROL
 TL0711  ___________________________________________________________________
 TL0711* NAD 83(1986)-  48 54 52.     (N)    110 38 32.     (W)     SCALED    
 TL0711* NAVD 88     -       965.003  (meters)    3166.01   (feet)  ADJUSTED  
 TL0711  ___________________________________________________________________
 TL0711  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TL0711  DYNAMIC HT  -         965.103 (meters)    3166.34  (feet)  COMP
 TL0711  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 TL0711
 TL0711  VERT ORDER  -  THIRD
 TL0711
 TL0711.The horizontal coordinates were scaled from a topographic map and have
 TL0711.an estimated accuracy of +/- 6 seconds.
 TL0711
 TL0711.The orthometric height was determined by differential leveling
 TL0711.and adjusted by the National Geodetic Survey in June 1991..
 TL0711
 TL0711.The geoid height was determined by GEOID03.
 TL0711
 TL0711.The dynamic height is computed by dividing the NAVD 88
 TL0711.geopotential number by the normal gravity value computed on the
 TL0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0711.degrees latitude (g = 980.6199 gals.).
 TL0711
 TL0711.The modeled gravity was interpolated from observed gravity values.
 TL0711
 TL0711;                    North         East    Units  Estimated Accuracy
 TL0711;SPC MT       -   518,960.      516,290.      MT  (+/- 180 meters Scaled)
 TL0711
 TL0711                          SUPERSEDED SURVEY CONTROL
 TL0711
 TL0711.No superseded survey control is available for this station.
 TL0711
 TL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV262180(NAD 83)
 TL0711_MARKER: DB = BENCH MARK DISK
 TL0711_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0711_SP_SET: PREFAB CONC. POST IN EARTH
 TL0711_STAMPING: 17 WCA 1963 3162
 TL0711_MARK LOGO: USGS  
 TL0711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0711+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0711
 TL0711  HISTORY     - Date     Condition        Report By
 TL0711  HISTORY     - 1963     MONUMENTED       USGS
 TL0711
 TL0711                          STATION DESCRIPTION
 TL0711
 TL0711'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0711'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 24.6 MILES NORTH
 TL0711'ALONG JOPLIN ROAD, THENCE 6.0 MILES EAST, IN THE NORTHWEST CORNER OF
 TL0711'SECTION 1/TOWNSHIP 36 NORTH/RANGE 8 EAST, 21 FEET SOUTH OF AN
 TL0711'EAST-WEST TRACK ROAD AND 49 FEET EAST OF A NORTH-SOUTH FIELD ROAD AND
 TL0711'10 FEET NORTH OF AN EAST-WEST FENCE AND 30 FEET EAST OF A NORTH-SOUTH
 TL0711'FENCE, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0694 ***********************************************************************
 TJ0694  DESIGNATION -  17 WR
 TJ0694  PID         -  TJ0694
 TJ0694  STATE/COUNTY-  MT/PHILLIPS
 TJ0694  USGS QUAD   -  WHITEWATER EAST (1984)
 TJ0694
 TJ0694                         *CURRENT SURVEY CONTROL
 TJ0694  ___________________________________________________________________
 TJ0694* NAD 83(1986)-  48 45 23.     (N)    107 34 42.     (W)     SCALED    
 TJ0694* NAVD 88     -       744.606  (meters)    2442.93   (feet)  POSTED    
 TJ0694  ___________________________________________________________________
 TJ0694  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TJ0694  DYNAMIC HT  -         744.710 (meters)    2443.27  (feet)  COMP
 TJ0694  MODELED GRAV-     980,725.1   (mgal)                       NAVD 88
 TJ0694
 TJ0694  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0694
 TJ0694.The horizontal coordinates were scaled from a topographic map and have
 TJ0694.an estimated accuracy of +/- 6 seconds.
 TJ0694
 TJ0694.The orthometric height was determined by differential leveling
 TJ0694.and adjusted by the National Geodetic Survey in 1992..
 TJ0694.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0694.rate of 0.0 thru 1.0 mm/km.
 TJ0694
 TJ0694.The geoid height was determined by GEOID03.
 TJ0694
 TJ0694.The dynamic height is computed by dividing the NAVD 88
 TJ0694.geopotential number by the normal gravity value computed on the
 TJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0694.degrees latitude (g = 980.6199 gals.).
 TJ0694
 TJ0694.The modeled gravity was interpolated from observed gravity values.
 TJ0694
 TJ0694;                    North         East    Units  Estimated Accuracy
 TJ0694;SPC MT       -   502,510.      741,260.      MT  (+/- 180 meters Scaled)
 TJ0694
 TJ0694                          SUPERSEDED SURVEY CONTROL
 TJ0694
 TJ0694.No superseded survey control is available for this station.
 TJ0694
 TJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ105035(NAD 83)
 TJ0694_MARKER: DB = BENCH MARK DISK
 TJ0694_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0694_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0694_STAMPING: 17 WR 2441 1968
 TJ0694_MARK LOGO: USGS  
 TJ0694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0694+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0694
 TJ0694  HISTORY     - Date     Condition        Report By
 TJ0694  HISTORY     - 1968     MONUMENTED       USGS
 TJ0694
 TJ0694                          STATION DESCRIPTION
 TJ0694
 TJ0694'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0694'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 2.5 MILES EAST
 TJ0694'ALONG A GRAVEL ROAD, 85 FEET SOUTH AND 15 FEET WEST AND 2.7 FEET
 TJ0694'LOWER THAN THE CENTERLINE OF THE ROAD AT RANCH ROAD SOUTHEAST, 5 FEET
 TJ0694'EAST OF NORTH-SOUTH FENCE, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0104 ***********************************************************************
 RW0104  DESIGNATION -  18
 RW0104  PID         -  RW0104
 RW0104  STATE/COUNTY-  MT/MEAGHER
 RW0104  USGS QUAD   -  WOLF HILL (1951)
 RW0104
 RW0104                         *CURRENT SURVEY CONTROL
 RW0104  ___________________________________________________________________
 RW0104* NAD 83(1986)-  46 14 22.     (N)    110 44 47.     (W)     SCALED    
 RW0104* NAVD 88     -      1691.978  (meters)    5551.10   (feet)  ADJUSTED  
 RW0104  ___________________________________________________________________
 RW0104  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 RW0104  DYNAMIC HT  -        1691.440 (meters)    5549.33  (feet)  COMP
 RW0104  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 RW0104
 RW0104  VERT ORDER  -  SECOND    CLASS 0
 RW0104
 RW0104.The horizontal coordinates were scaled from a topographic map and have
 RW0104.an estimated accuracy of +/- 6 seconds.
 RW0104
 RW0104.The orthometric height was determined by differential leveling
 RW0104.and adjusted by the National Geodetic Survey in June 1991..
 RW0104
 RW0104.The geoid height was determined by GEOID03.
 RW0104
 RW0104.The dynamic height is computed by dividing the NAVD 88
 RW0104.geopotential number by the normal gravity value computed on the
 RW0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0104.degrees latitude (g = 980.6199 gals.).
 RW0104
 RW0104.The modeled gravity was interpolated from observed gravity values.
 RW0104
 RW0104;                    North         East    Units  Estimated Accuracy
 RW0104;SPC MT       -   221,850.      503,920.      MT  (+/- 180 meters Scaled)
 RW0104
 RW0104                          SUPERSEDED SURVEY CONTROL
 RW0104
 RW0104  NGVD 29 (??/??/92) 1690.830  (m)         5547.33   (f) ADJ UNCH    2 0
 RW0104
 RW0104.Superseded values are not recommended for survey control.
 RW0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0104.See file dsdata.txt to determine how the superseded data were derived.
 RW0104
 RW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS195206(NAD 83)
 RW0104_MARKER: DD = SURVEY DISK
 RW0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0104_STAMPING: 18
 RW0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0104+STABILITY: SURFACE MOTION
 RW0104
 RW0104  HISTORY     - Date     Condition        Report By
 RW0104  HISTORY     - UNK      MONUMENTED
 RW0104  HISTORY     - 1947     GOOD             NGS
 RW0104
 RW0104                          STATION DESCRIPTION
 RW0104
 RW0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RW0104'3.8 MI S FROM RINGLING.
 RW0104'3.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM RINGLING, AT A CUT, AT THE
 RW0104'BEGINNING OF A LONG STEEP DOWNGRADE, 29 FEET SOUTHWEST OF THE
 RW0104'CENTERLINE OF THE HIGHWAY, AND 1 FOOT OUTSIDE THE RIGHT-OF-WAY FENCE.
 RW0104'A STATE STANDARD DISK, STAMPED 18 AND SET IN THE TOP OF A CONCRETE
 RW0104'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0389 ***********************************************************************
 ST0389  DESIGNATION -  18
 ST0389  PID         -  ST0389
 ST0389  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0389  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0389
 ST0389                         *CURRENT SURVEY CONTROL
 ST0389  ___________________________________________________________________
 ST0389* NAD 83(1986)-  47 29 56.     (N)    112 13 09.     (W)     SCALED    
 ST0389* NAVD 88     -      1166.911  (meters)    3828.44   (feet)  ADJUSTED  
 ST0389  ___________________________________________________________________
 ST0389  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 ST0389  DYNAMIC HT  -        1166.780 (meters)    3828.01  (feet)  COMP
 ST0389  MODELED GRAV-     980,459.5   (mgal)                       NAVD 88
 ST0389
 ST0389  VERT ORDER  -  SECOND    CLASS 0
 ST0389
 ST0389.The horizontal coordinates were scaled from a topographic map and have
 ST0389.an estimated accuracy of +/- 6 seconds.
 ST0389
 ST0389.The orthometric height was determined by differential leveling
 ST0389.and adjusted by the National Geodetic Survey in June 1991..
 ST0389
 ST0389.The geoid height was determined by GEOID03.
 ST0389
 ST0389.The dynamic height is computed by dividing the NAVD 88
 ST0389.geopotential number by the normal gravity value computed on the
 ST0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0389.degrees latitude (g = 980.6199 gals.).
 ST0389
 ST0389.The modeled gravity was interpolated from observed gravity values.
 ST0389
 ST0389;                    North         East    Units  Estimated Accuracy
 ST0389;SPC MT       -   364,560.      395,280.      MT  (+/- 180 meters Scaled)
 ST0389
 ST0389                          SUPERSEDED SURVEY CONTROL
 ST0389
 ST0389  NGVD 29 (??/??/92) 1165.930  (m)         3825.22   (f) ADJ UNCH    2 0
 ST0389
 ST0389.Superseded values are not recommended for survey control.
 ST0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0389.See file dsdata.txt to determine how the superseded data were derived.
 ST0389
 ST0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT081613(NAD 83)
 ST0389_MARKER: P = PIPE CAP
 ST0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0389_STAMPING: 18
 ST0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0389
 ST0389  HISTORY     - Date     Condition        Report By
 ST0389  HISTORY     - UNK      MONUMENTED       USGS
 ST0389  HISTORY     - 1961     GOOD             NGS
 ST0389  HISTORY     - 1972     MARK NOT FOUND   USGS
 ST0389
 ST0389                          STATION DESCRIPTION
 ST0389
 ST0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0389'8.7 MI E FROM AUGUSTA.
 ST0389'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0389'AUGUSTA, THENCE 7.45 MILES EAST ALONG STATE HIGHWAY 21, 850 FEET EAST
 ST0389'OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTH, AT THE SOUTH EDGE
 ST0389'OF A CULIVATED FIELD, 39 1/2 FEET NORTH OF THE CENTER LINE OF THE
 ST0389'HIGHWAY, 39 FEET WEST OF TELEPHONE POLE 1100, 10.8 FEET NORTH OF A
 ST0389'FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 ST0389'ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT
 ST0389'ABOVE THE GROUND.
 ST0389
 ST0389                          STATION RECOVERY (1972)
 ST0389
 ST0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ST0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0673 ***********************************************************************
 QW0673  DESIGNATION -  18 DHW
 QW0673  PID         -  QW0673
 QW0673  STATE/COUNTY-  MT/YELLOWSTONE
 QW0673  USGS QUAD   -  CHILKOOT COULEE (1980)
 QW0673
 QW0673                         *CURRENT SURVEY CONTROL
 QW0673  ___________________________________________________________________
 QW0673* NAD 83(1986)-  45 28 19.     (N)    108 17 22.     (W)     SCALED    
 QW0673* NAVD 88     -      1260.712  (meters)    4136.19   (feet)  POSTED    
 QW0673  ___________________________________________________________________
 QW0673  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 QW0673  DYNAMIC HT  -        1260.370 (meters)    4135.06  (feet)  COMP
 QW0673  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 QW0673
 QW0673  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0673
 QW0673.The horizontal coordinates were scaled from a topographic map and have
 QW0673.an estimated accuracy of +/- 6 seconds.
 QW0673
 QW0673.The orthometric height was determined by differential leveling
 QW0673.and adjusted by the National Geodetic Survey in 1992..
 QW0673.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0673.rate of 0.0 thru 1.0 mm/km.
 QW0673
 QW0673.The geoid height was determined by GEOID03.
 QW0673
 QW0673.The dynamic height is computed by dividing the NAVD 88
 QW0673.geopotential number by the normal gravity value computed on the
 QW0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0673.degrees latitude (g = 980.6199 gals.).
 QW0673
 QW0673.The modeled gravity was interpolated from observed gravity values.
 QW0673
 QW0673;                    North         East    Units  Estimated Accuracy
 QW0673;SPC MT       -   136,540.      694,630.      MT  (+/- 180 meters Scaled)
 QW0673
 QW0673                          SUPERSEDED SURVEY CONTROL
 QW0673
 QW0673.No superseded survey control is available for this station.
 QW0673
 QW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR118389(NAD 83)
 QW0673_MARKER: DB = BENCH MARK DISK
 QW0673_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0673_SP_SET: PREFAB CONC. POST IN EARTH
 QW0673_STAMPING: 18 DHW 1967
 QW0673_MARK LOGO: USGS  
 QW0673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0673+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0673
 QW0673  HISTORY     - Date     Condition        Report By
 QW0673  HISTORY     - 1967     MONUMENTED       USGS
 QW0673
 QW0673                          STATION DESCRIPTION
 QW0673
 QW0673'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0673'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0673'GRADED DIRT ROAD, THENCE 8.0 MILES SOUTHEAST ALONG TRACK ROADS TO A
 QW0673'CROSSROAD, THENCE 9.51 MILES NORTHEAST, IN SECTION 20/TOWNSHIP 4
 QW0673'SOUTH/RANGE 23 EAST, ROAD CROSSES DRAIN TWICE BEFORE BENCH MARK (CLAY
 QW0673'HILL TO NORTHWEST), 75 FEET EAST OF THE ROAD AT A DRAIN, 36 FEET
 QW0673'NORTH OF THE ROAD, METAL WITNESS POST AND SIGN 1 FOOT NORTH OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0792 ***********************************************************************
 SS0792  DESIGNATION -  18 JRM
 SS0792  PID         -  SS0792
 SS0792  STATE/COUNTY-  MT/CASCADE
 SS0792  USGS QUAD   -  EDEN (1965)
 SS0792
 SS0792                         *CURRENT SURVEY CONTROL
 SS0792  ___________________________________________________________________
 SS0792* NAD 83(1986)-  47 15 32.     (N)    111 20 03.     (W)     SCALED    
 SS0792* NAVD 88     -      1170.053  (meters)    3838.75   (feet)  ADJUSTED  
 SS0792  ___________________________________________________________________
 SS0792  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 SS0792  DYNAMIC HT  -        1169.906 (meters)    3838.27  (feet)  COMP
 SS0792  MODELED GRAV-     980,447.3   (mgal)                       NAVD 88
 SS0792
 SS0792  VERT ORDER  -  SECOND    CLASS 0
 SS0792
 SS0792.The horizontal coordinates were scaled from a topographic map and have
 SS0792.an estimated accuracy of +/- 6 seconds.
 SS0792
 SS0792.The orthometric height was determined by differential leveling
 SS0792.and adjusted by the National Geodetic Survey in June 1991..
 SS0792
 SS0792.The geoid height was determined by GEOID03.
 SS0792
 SS0792.The dynamic height is computed by dividing the NAVD 88
 SS0792.geopotential number by the normal gravity value computed on the
 SS0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0792.degrees latitude (g = 980.6199 gals.).
 SS0792
 SS0792.The modeled gravity was interpolated from observed gravity values.
 SS0792
 SS0792;                    North         East    Units  Estimated Accuracy
 SS0792;SPC MT       -   335,970.      461,270.      MT  (+/- 180 meters Scaled)
 SS0792
 SS0792                          SUPERSEDED SURVEY CONTROL
 SS0792
 SS0792  NGVD 29 (??/??/92) 1169.098  (m)         3835.62   (f) ADJ UNCH    2 0
 SS0792
 SS0792.Superseded values are not recommended for survey control.
 SS0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0792.See file dsdata.txt to determine how the superseded data were derived.
 SS0792
 SS0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT747339(NAD 83)
 SS0792_MARKER: DD = SURVEY DISK
 SS0792_SETTING: 66 = SET IN ROCK OUTCROP
 SS0792_SP_SET: OUTCROP
 SS0792_STAMPING: 18 JRM 1953 3835
 SS0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0792+STABILITY: POSITION/ELEVATION WELL
 SS0792
 SS0792  HISTORY     - Date     Condition        Report By
 SS0792  HISTORY     - 1953     MONUMENTED       USGS
 SS0792  HISTORY     - 1961     GOOD             NGS
 SS0792
 SS0792                          STATION DESCRIPTION
 SS0792
 SS0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0792'3.95 MI S FROM EDEN.
 SS0792'1.05 MILE SOUTH ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT EDEN,
 SS0792'THENCE 2.9 MILES WEST ALONG A COUNTY ROAD, 0.1 MILE SOUTHEAST OF A
 SS0792'DRIVEWAY LEADING SOUTHEAST, IN THE TOP OF A LARGE OUTCROP, 21 FEET
 SS0792'NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHWEST OF A
 SS0792'FENCE, 2 1/2 FEET HIGHER THAN THE GROUND, AND 5 1/2 FEET HIGHER THAN
 SS0792'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0378 ***********************************************************************
 QV0378  DESIGNATION -  18 JRP
 QV0378  PID         -  QV0378
 QV0378  STATE/COUNTY-  MT/CUSTER
 QV0378  USGS QUAD   -  BRANDENBERG NW (1971)
 QV0378
 QV0378                         *CURRENT SURVEY CONTROL
 QV0378  ___________________________________________________________________
 QV0378* NAD 83(1986)-  45 59 34.     (N)    106 11 29.     (W)     SCALED    
 QV0378* NAVD 88     -       904.986  (meters)    2969.11   (feet)  ADJUSTED  
 QV0378  ___________________________________________________________________
 QV0378  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 QV0378  DYNAMIC HT  -         904.840 (meters)    2968.63  (feet)  COMP
 QV0378  MODELED GRAV-     980,423.6   (mgal)                       NAVD 88
 QV0378
 QV0378  VERT ORDER  -  THIRD
 QV0378
 QV0378.The horizontal coordinates were scaled from a topographic map and have
 QV0378.an estimated accuracy of +/- 6 seconds.
 QV0378
 QV0378.The orthometric height was determined by differential leveling
 QV0378.and adjusted by the National Geodetic Survey in June 1991..
 QV0378
 QV0378.The geoid height was determined by GEOID03.
 QV0378
 QV0378.The dynamic height is computed by dividing the NAVD 88
 QV0378.geopotential number by the normal gravity value computed on the
 QV0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0378.degrees latitude (g = 980.6199 gals.).
 QV0378
 QV0378.The modeled gravity was interpolated from observed gravity values.
 QV0378
 QV0378;                    North         East    Units  Estimated Accuracy
 QV0378;SPC MT       -   199,090.      856,140.      MT  (+/- 180 meters Scaled)
 QV0378
 QV0378                          SUPERSEDED SURVEY CONTROL
 QV0378
 QV0378  NGVD 29 (??/??/92)  904.33   (m)         2967.0    (f) COMPUTED    3 0
 QV0378
 QV0378.Superseded values are not recommended for survey control.
 QV0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0378.See file dsdata.txt to determine how the superseded data were derived.
 QV0378
 QV0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL077939(NAD 83)
 QV0378_MARKER: DB = BENCH MARK DISK
 QV0378_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0378_SP_SET: COPPER-CLAD STEEL ROD
 QV0378_STAMPING: 18 JRP 1969
 QV0378_MARK LOGO: USGS  
 QV0378_MAGNETIC: I = MARKER IS A STEEL ROD
 QV0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0378+SATELLITE: SATELLITE OBSERVATIONS - 1969
 QV0378
 QV0378  HISTORY     - Date     Condition        Report By
 QV0378  HISTORY     - 1969     MONUMENTED       USGS
 QV0378
 QV0378                          STATION DESCRIPTION
 QV0378
 QV0378'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QV0378'FROM MILES CITY, MONTANA, PROCEED ABOUT 13.0 MILES SOUTHWEST ALONG
 QV0378'INTERSTATE HIGHWAY 94 TO THE JUNCTION OF MOON CREEK ROAD, THENCE 25
 QV0378'MILES SOUTHWEST ALONG MOON CREEK ROAD TO COW CREEK, THENCE 1.0 MILE
 QV0378'SOUTH AND 2.5 MILES WEST ALONG A DIRT ROAD, AT THE CORNER OF SECTIONS
 QV0378'19-24-25-30/TOWNSHIP 3 NORTH/RANGE 44-45 EAST, ON THE ROSEBUD-CUSTER
 QV0378'COUNTY LINE, 670 FEET EAST AND 30 FEET LOWER THAN THE JUNCTION OF THE
 QV0378'T-ROAD, 19 FEET SOUTHWEST OF THE L-FENCE CORNER, 5 FEET NORTHEAST OF
 QV0378'AN IRON WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE
 QV0378'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0356 ***********************************************************************
 QU0356  DESIGNATION -  18 RCN
 QU0356  PID         -  QU0356
 QU0356  STATE/COUNTY-  MT/CARTER
 QU0356  USGS QUAD   -  DUTCHMAN CREEK (1979)
 QU0356
 QU0356                         *CURRENT SURVEY CONTROL
 QU0356  ___________________________________________________________________
 QU0356* NAD 83(1986)-  45 33 25.     (N)    104 38 28.     (W)     SCALED    
 QU0356* NAVD 88     -      1068.911  (meters)    3506.92   (feet)  ADJUSTED  
 QU0356  ___________________________________________________________________
 QU0356  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 QU0356  DYNAMIC HT  -        1068.668 (meters)    3506.12  (feet)  COMP
 QU0356  MODELED GRAV-     980,351.7   (mgal)                       NAVD 88
 QU0356
 QU0356  VERT ORDER  -  THIRD
 QU0356
 QU0356.The horizontal coordinates were scaled from a topographic map and have
 QU0356.an estimated accuracy of +/- 6 seconds.
 QU0356
 QU0356.The orthometric height was determined by differential leveling
 QU0356.and adjusted by the National Geodetic Survey in June 1991..
 QU0356
 QU0356.The geoid height was determined by GEOID03.
 QU0356
 QU0356.The dynamic height is computed by dividing the NAVD 88
 QU0356.geopotential number by the normal gravity value computed on the
 QU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0356.degrees latitude (g = 980.6199 gals.).
 QU0356
 QU0356.The modeled gravity was interpolated from observed gravity values.
 QU0356
 QU0356;                    North         East    Units  Estimated Accuracy
 QU0356;SPC MT       -   157,010.      979,030.      MT  (+/- 180 meters Scaled)
 QU0356
 QU0356                          SUPERSEDED SURVEY CONTROL
 QU0356
 QU0356  NGVD 29 (??/??/92) 1068.32   (m)         3505.0    (f) COMPUTED    3 0
 QU0356
 QU0356.Superseded values are not recommended for survey control.
 QU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0356.See file dsdata.txt to determine how the superseded data were derived.
 QU0356
 QU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL280448(NAD 83)
 QU0356_MARKER: DB = BENCH MARK DISK
 QU0356_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0356_SP_SET: COPPER-CLAD STEEL ROD
 QU0356_STAMPING: 18 RCN 1973 3505
 QU0356_MARK LOGO: USGS  
 QU0356_PROJECTION: FLUSH
 QU0356_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0356+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0356_ROD/PIPE-DEPTH: 9    meters
 QU0356
 QU0356  HISTORY     - Date     Condition        Report By
 QU0356  HISTORY     - 1973     MONUMENTED       USGS
 QU0356
 QU0356                          STATION DESCRIPTION
 QU0356
 QU0356'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0356'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 36.0 MILES SOUTH ALONG
 QU0356'CHALK BUTTES ROAD AND RIDGE ROAD, 37 FEET SOUTH OF THE ROAD AT A
 QU0356'FENCE CROSSING, 1.0 FOOT EAST OF THE FENCE, 1.5 FEET NORTH OF A
 QU0356'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0522 ***********************************************************************
 RU0522  DESIGNATION -  18 RDS
 RU0522  PID         -  RU0522
 RU0522  STATE/COUNTY-  MT/ROSEBUD
 RU0522  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0522
 RU0522                         *CURRENT SURVEY CONTROL
 RU0522  ___________________________________________________________________
 RU0522* NAD 83(1986)-  46 51 01.     (N)    107 43 55.     (W)     SCALED    
 RU0522* NAVD 88     -       891.828  (meters)    2925.94   (feet)  ADJUSTED  
 RU0522  ___________________________________________________________________
 RU0522  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 RU0522  DYNAMIC HT  -         891.776 (meters)    2925.77  (feet)  COMP
 RU0522  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 RU0522
 RU0522  VERT ORDER  -  SECOND    CLASS 0
 RU0522
 RU0522.The horizontal coordinates were scaled from a topographic map and have
 RU0522.an estimated accuracy of +/- 6 seconds.
 RU0522
 RU0522.The orthometric height was determined by differential leveling
 RU0522.and adjusted by the National Geodetic Survey in June 1991..
 RU0522
 RU0522.The geoid height was determined by GEOID03.
 RU0522
 RU0522.The dynamic height is computed by dividing the NAVD 88
 RU0522.geopotential number by the normal gravity value computed on the
 RU0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0522.degrees latitude (g = 980.6199 gals.).
 RU0522
 RU0522.The modeled gravity was interpolated from observed gravity values.
 RU0522
 RU0522;                    North         East    Units  Estimated Accuracy
 RU0522;SPC MT       -   290,460.      734,750.      MT  (+/- 180 meters Scaled)
 RU0522
 RU0522                          SUPERSEDED SURVEY CONTROL
 RU0522
 RU0522  NGVD 29 (??/??/92)  891.141  (m)         2923.69   (f) ADJ UNCH    2 0
 RU0522
 RU0522.Superseded values are not recommended for survey control.
 RU0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0522.See file dsdata.txt to determine how the superseded data were derived.
 RU0522
 RU0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM917921(NAD 83)
 RU0522_MARKER: DB = BENCH MARK DISK
 RU0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0522_SP_SET: CONCRETE POST
 RU0522_STAMPING: 18 RDS 1962
 RU0522_MARK LOGO: USGS  
 RU0522_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0522+STABILITY: SURFACE MOTION
 RU0522
 RU0522  HISTORY     - Date     Condition        Report By
 RU0522  HISTORY     - 1962     MONUMENTED       USGS
 RU0522
 RU0522                          STATION DESCRIPTION
 RU0522
 RU0522'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0522'24.6 KM (15.30 MI) SOUTH FROM MOSBY.
 RU0522'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 13.0 MILES
 RU0522'SOUTH ALONG A GRADED AND TRACK ROAD, 3.1 MILES NORTHWEST OF THE FORD
 RU0522'ON RATTLESNAKE CREEK, 0.6 MILES NORTHWEST OF A LARGE STOCK POND,
 RU0522'NEAR THE 1/4 CORNER OF SECTIONS 25 AND 36, T. 13 N., R. 31 E., 27
 RU0522'FEET WEST OF THE CENTER OF THE ROAD AT THE TRAIL ROAD FORK.
 RU0522'THE MARK IS 0.1 FT ABOVE TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0542 ***********************************************************************
 TK0542  DESIGNATION -  18 REB
 TK0542  PID         -  TK0542
 TK0542  STATE/COUNTY-  MT/BLAINE
 TK0542  USGS QUAD   -  WAYNE CREEK NW (1984)
 TK0542
 TK0542                         *CURRENT SURVEY CONTROL
 TK0542  ___________________________________________________________________
 TK0542* NAD 83(1986)-  48 39 36.     (N)    108 39 21.     (W)     SCALED    
 TK0542* NAVD 88     -       889.566  (meters)    2918.52   (feet)  POSTED    
 TK0542  ___________________________________________________________________
 TK0542  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0542  DYNAMIC HT  -         889.670 (meters)    2918.86  (feet)  COMP
 TK0542  MODELED GRAV-     980,694.5   (mgal)                       NAVD 88
 TK0542
 TK0542  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0542
 TK0542.The horizontal coordinates were scaled from a topographic map and have
 TK0542.an estimated accuracy of +/- 6 seconds.
 TK0542
 TK0542.The orthometric height was determined by differential leveling
 TK0542.and adjusted by the National Geodetic Survey in 1992..
 TK0542.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0542.rate of 0.0 thru 1.0 mm/km.
 TK0542
 TK0542.The geoid height was determined by GEOID03.
 TK0542
 TK0542.The dynamic height is computed by dividing the NAVD 88
 TK0542.geopotential number by the normal gravity value computed on the
 TK0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0542.degrees latitude (g = 980.6199 gals.).
 TK0542
 TK0542.The modeled gravity was interpolated from observed gravity values.
 TK0542
 TK0542;                    North         East    Units  Estimated Accuracy
 TK0542;SPC MT       -   490,400.      662,180.      MT  (+/- 180 meters Scaled)
 TK0542
 TK0542                          SUPERSEDED SURVEY CONTROL
 TK0542
 TK0542.No superseded survey control is available for this station.
 TK0542
 TK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU726923(NAD 83)
 TK0542_MARKER: DB = BENCH MARK DISK
 TK0542_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0542+WITH SETTING: INFORMATION.
 TK0542_SP_SET: SHALLOW-SET METAL ROD
 TK0542_STAMPING: 18 REB 1979
 TK0542_MARK LOGO: USGS  
 TK0542_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0542_ROD/PIPE-DEPTH: 1.52 meters
 TK0542
 TK0542  HISTORY     - Date     Condition        Report By
 TK0542  HISTORY     - 1979     MONUMENTED       USGS
 TK0542
 TK0542                          STATION DESCRIPTION
 TK0542
 TK0542'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0542'18.0 KM (11.20 MI) NE FROM HARLEM.
 TK0542'11.2 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT ALONG
 TK0542'HIGHWAY 241, 0.4 MILES NORTHEAST OF A BRIDGE, IN THE SOUTHEAST 1/4 OF
 TK0542'SECTION 36, T34N, R23E, 68 FEET NORTHWEST OF HIGHWAY 241, 13 FEET
 TK0542'SOUTH OF A POWER POLE (NO.  120), AND 1 FOOT SOUTHEAST OF A FENCE.
 TK0542'THE MARK IS 6.0 FT  NE FROM  A WITNESS POST
 TK0542'THE MARK IS 2.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0991 ***********************************************************************
 TN0991  DESIGNATION -  18 RHM
 TN0991  PID         -  TN0991
 TN0991  STATE/COUNTY-  MT/LINCOLN
 TN0991  USGS QUAD   -  YAAK (1963)
 TN0991
 TN0991                         *CURRENT SURVEY CONTROL
 TN0991  ___________________________________________________________________
 TN0991* NAD 83(1986)-  48 47 48.     (N)    115 40 36.     (W)     SCALED    
 TN0991* NAVD 88     -      1042.862  (meters)    3421.46   (feet)  ADJUSTED  
 TN0991  ___________________________________________________________________
 TN0991  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 TN0991  DYNAMIC HT  -        1042.923 (meters)    3421.66  (feet)  COMP
 TN0991  MODELED GRAV-     980,633.2   (mgal)                       NAVD 88
 TN0991
 TN0991  VERT ORDER  -  THIRD
 TN0991
 TN0991.The horizontal coordinates were scaled from a topographic map and have
 TN0991.an estimated accuracy of +/- 6 seconds.
 TN0991
 TN0991.The orthometric height was determined by differential leveling
 TN0991.and adjusted by the National Geodetic Survey in June 1991..
 TN0991
 TN0991.The geoid height was determined by GEOID03.
 TN0991
 TN0991.The dynamic height is computed by dividing the NAVD 88
 TN0991.geopotential number by the normal gravity value computed on the
 TN0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0991.degrees latitude (g = 980.6199 gals.).
 TN0991
 TN0991.The modeled gravity was interpolated from observed gravity values.
 TN0991
 TN0991;                    North         East    Units  Estimated Accuracy
 TN0991;SPC MT       -   523,140.      146,730.      MT  (+/- 180 meters Scaled)
 TN0991
 TN0991                          SUPERSEDED SURVEY CONTROL
 TN0991
 TN0991.No superseded survey control is available for this station.
 TN0991
 TN0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ971056(NAD 83)
 TN0991_MARKER: DB = BENCH MARK DISK
 TN0991_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN0991_SP_SET: PREFAB CONC. POST IN EARTH
 TN0991_STAMPING: 18 RHM 1963
 TN0991_MARK LOGO: USGS  
 TN0991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0991+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0991
 TN0991  HISTORY     - Date     Condition        Report By
 TN0991  HISTORY     - 1963     MONUMENTED       USGS
 TN0991
 TN0991                          STATION DESCRIPTION
 TN0991
 TN0991'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0991'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0991'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 34.5
 TN0991'MILES NORTH ALONG ROAD 68 TO A T-ROAD WEST, 150 FEET SOUTH AND 50
 TN0991'FEET WEST OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1088 ***********************************************************************
 SU1088  DESIGNATION -  18 RHM
 SU1088  PID         -  SU1088
 SU1088  STATE/COUNTY-  MT/SANDERS
 SU1088  USGS QUAD   -  PRISCILLA PEAK (1964)
 SU1088
 SU1088                         *CURRENT SURVEY CONTROL
 SU1088  ___________________________________________________________________
 SU1088* NAD 83(1986)-  47 38 59.     (N)    115 10 28.     (W)     SCALED    
 SU1088* NAVD 88     -       801.015  (meters)    2628.00   (feet)  ADJUSTED  
 SU1088  ___________________________________________________________________
 SU1088  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 SU1088  DYNAMIC HT  -         800.967 (meters)    2627.84  (feet)  COMP
 SU1088  MODELED GRAV-     980,527.8   (mgal)                       NAVD 88
 SU1088
 SU1088  VERT ORDER  -  THIRD
 SU1088
 SU1088.The horizontal coordinates were scaled from a topographic map and have
 SU1088.an estimated accuracy of +/- 6 seconds.
 SU1088
 SU1088.The orthometric height was determined by differential leveling
 SU1088.and adjusted by the National Geodetic Survey in June 1991..
 SU1088
 SU1088.The geoid height was determined by GEOID03.
 SU1088
 SU1088.The dynamic height is computed by dividing the NAVD 88
 SU1088.geopotential number by the normal gravity value computed on the
 SU1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1088.degrees latitude (g = 980.6199 gals.).
 SU1088
 SU1088.The modeled gravity was interpolated from observed gravity values.
 SU1088
 SU1088;                    North         East    Units  Estimated Accuracy
 SU1088;SPC MT       -   393,200.      174,290.      MT  (+/- 180 meters Scaled)
 SU1088
 SU1088                          SUPERSEDED SURVEY CONTROL
 SU1088
 SU1088.No superseded survey control is available for this station.
 SU1088
 SU1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN370789(NAD 83)
 SU1088_MARKER: DB = BENCH MARK DISK
 SU1088_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1088_SP_SET: PREFAB CONC. POST IN EARTH
 SU1088_STAMPING: 18 RHM 1964
 SU1088_MARK LOGO: USGS  
 SU1088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1088+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1088
 SU1088  HISTORY     - Date     Condition        Report By
 SU1088  HISTORY     - 1964     MONUMENTED       USGS
 SU1088
 SU1088                          STATION DESCRIPTION
 SU1088
 SU1088'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1088'FROM THE NORTH PACIFIC RAILROAD STATION AT THOMPSON FALLS, MONTANA,
 SU1088'PROCEED 5.1 MILES SOUTHEAST TO THE JUNCTION OF U S HIGHWAY 10A AND
 SU1088'THOMPSON RIVER ROAD, THENCE 6.6 MILES NORTH ALONG THOMPSON RIVER ROAD
 SU1088'TO JUNCTION OF THE WEST FORK OF THOMPSON RIVER ROAD, 6.3 MILES NORTH
 SU1088'OF THE JUNCTIONS OF U S HIGHWAY 10A AND THOMPSON RIVER ROAD, ALONG
 SU1088'THOMPSON RIVER ROAD TO THE JUNCTION OF WEST FORK OF THOMPSON RIVER
 SU1088'ROAD, 25.0 MILES SOUTH OF BEND GUARD STATION, 133 FEET SOUTH OF
 SU1088'BRIDGE OVER WEST FORK AND 44 FEET EAST OF AN INTERSECTION AND MAIN
 SU1088'ROAD, PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0712 ***********************************************************************
 TL0712  DESIGNATION -  18 WCA
 TL0712  PID         -  TL0712
 TL0712  STATE/COUNTY-  MT/HILL
 TL0712  USGS QUAD   -  GOLDSTONE (1972)
 TL0712
 TL0712                         *CURRENT SURVEY CONTROL
 TL0712  ___________________________________________________________________
 TL0712* NAD 83(1986)-  48 54 51.     (N)    110 34 01.     (W)     SCALED    
 TL0712* NAVD 88     -       919.057  (meters)    3015.27   (feet)  ADJUSTED  
 TL0712  ___________________________________________________________________
 TL0712  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TL0712  DYNAMIC HT  -         919.156 (meters)    3015.60  (feet)  COMP
 TL0712  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 TL0712
 TL0712  VERT ORDER  -  THIRD
 TL0712
 TL0712.The horizontal coordinates were scaled from a topographic map and have
 TL0712.an estimated accuracy of +/- 6 seconds.
 TL0712
 TL0712.The orthometric height was determined by differential leveling
 TL0712.and adjusted by the National Geodetic Survey in June 1991..
 TL0712
 TL0712.The geoid height was determined by GEOID03.
 TL0712
 TL0712.The dynamic height is computed by dividing the NAVD 88
 TL0712.geopotential number by the normal gravity value computed on the
 TL0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0712.degrees latitude (g = 980.6199 gals.).
 TL0712
 TL0712.The modeled gravity was interpolated from observed gravity values.
 TL0712
 TL0712;                    North         East    Units  Estimated Accuracy
 TL0712;SPC MT       -   518,860.      521,800.      MT  (+/- 180 meters Scaled)
 TL0712
 TL0712                          SUPERSEDED SURVEY CONTROL
 TL0712
 TL0712.No superseded survey control is available for this station.
 TL0712
 TL0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV317180(NAD 83)
 TL0712_MARKER: DB = BENCH MARK DISK
 TL0712_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0712_SP_SET: PREFAB CONC. POST IN EARTH
 TL0712_STAMPING: 18 WCA 1963 3012
 TL0712_MARK LOGO: USGS  
 TL0712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0712+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0712
 TL0712  HISTORY     - Date     Condition        Report By
 TL0712  HISTORY     - 1963     MONUMENTED       USGS
 TL0712
 TL0712                          STATION DESCRIPTION
 TL0712
 TL0712'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0712'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 24.6 MILES NORTH
 TL0712'ALONG JOPLIN ROAD, THENCE 9.5 MILES EAST.  FROM GILFORD, PROCEED 3
 TL0712'MILES NORTH, THENCE 0.5 MILES EAST, THENCE 17 MILES NORTH, THENCE 2
 TL0712'MILES WEST, THENCE MILES NORTH, THENCE 10.5 MILES WEST, NEAR THE
 TL0712'CENTER OF THE NORTH EDGE OF SECTION 4/TOWNSHIP 36 NORTH/RANGE 9 EAST,
 TL0712'34 FEET SOUTH AND 38 FEET WEST AND 0.5 FEET LOWER THAN A T-ROAD
 TL0712'NORTH, 2 FEET NORTH AND 2 FEET WEST OF A FENCE CORNER, PROJECTING 0.2
 TL0712'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0193 ***********************************************************************
 PY0193  DESIGNATION -  18 WG
 PY0193  PID         -  PY0193
 PY0193  STATE/COUNTY-  MT/GALLATIN
 PY0193  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0193
 PY0193                         *CURRENT SURVEY CONTROL
 PY0193  ___________________________________________________________________
 PY0193* NAD 83(1986)-  44 47 05.     (N)    111 06 44.     (W)     SCALED    
 PY0193* NAVD 88     -      2021.682  (meters)    6632.80   (feet)  ADJUSTED  
 PY0193  ___________________________________________________________________
 PY0193  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY0193  DYNAMIC HT  -        2020.558 (meters)    6629.11  (feet)  COMP
 PY0193  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 PY0193
 PY0193  VERT ORDER  -  FIRST     CLASS II
 PY0193
 PY0193.The horizontal coordinates were scaled from a topographic map and have
 PY0193.an estimated accuracy of +/- 6 seconds.
 PY0193
 PY0193.The orthometric height was determined by differential leveling
 PY0193.and adjusted by the National Geodetic Survey in June 1991..
 PY0193
 PY0193.The geoid height was determined by GEOID03.
 PY0193
 PY0193.The dynamic height is computed by dividing the NAVD 88
 PY0193.geopotential number by the normal gravity value computed on the
 PY0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0193.degrees latitude (g = 980.6199 gals.).
 PY0193
 PY0193.The modeled gravity was interpolated from observed gravity values.
 PY0193
 PY0193;                    North         East    Units  Estimated Accuracy
 PY0193;SPC MT       -    60,750.      472,400.      MT  (+/- 180 meters Scaled)
 PY0193
 PY0193                          SUPERSEDED SURVEY CONTROL
 PY0193
 PY0193  NGVD 29 (??/??/92) 2020.076  (m)         6627.53   (f) ADJ UNCH    1 2
 PY0193
 PY0193.Superseded values are not recommended for survey control.
 PY0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0193.See file dsdata.txt to determine how the superseded data were derived.
 PY0193
 PY0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ911590(NAD 83)
 PY0193_MARKER: DD = SURVEY DISK
 PY0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0193_STAMPING: WG NO 18 6626.3 1932
 PY0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0193+STABILITY: SURFACE MOTION
 PY0193
 PY0193  HISTORY     - Date     Condition        Report By
 PY0193  HISTORY     - 1932     MONUMENTED       BPR
 PY0193  HISTORY     - 1960     GOOD             NGS
 PY0193
 PY0193                          STATION DESCRIPTION
 PY0193
 PY0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0193'8.85 MI N FROM WEST YELLOWSTONE.
 PY0193'ABOUT 8.85 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0193'RAILROAD STATION AT WEST YELLOWSTONE, 0.25 MILE NORTH OF THE JUNCTION
 PY0193'OF U.S. HIGHWAY 287, 68 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2
 PY0193'FEET WEST OF A POLE FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 PY0193'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0696 ***********************************************************************
 TJ0696  DESIGNATION -  18 WR
 TJ0696  PID         -  TJ0696
 TJ0696  STATE/COUNTY-  MT/PHILLIPS
 TJ0696  USGS QUAD   -  WHITEWATER EAST (1984)
 TJ0696
 TJ0696                         *CURRENT SURVEY CONTROL
 TJ0696  ___________________________________________________________________
 TJ0696* NAD 83(1986)-  48 45 24.     (N)    107 32 08.     (W)     SCALED    
 TJ0696* NAVD 88     -       841.412  (meters)    2760.53   (feet)  POSTED    
 TJ0696  ___________________________________________________________________
 TJ0696  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0696  DYNAMIC HT  -         841.530 (meters)    2760.92  (feet)  COMP
 TJ0696  MODELED GRAV-     980,721.0   (mgal)                       NAVD 88
 TJ0696
 TJ0696  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0696
 TJ0696.The horizontal coordinates were scaled from a topographic map and have
 TJ0696.an estimated accuracy of +/- 6 seconds.
 TJ0696
 TJ0696.The orthometric height was determined by differential leveling
 TJ0696.and adjusted by the National Geodetic Survey in 1992..
 TJ0696.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0696.rate of 0.0 thru 1.0 mm/km.
 TJ0696
 TJ0696.The geoid height was determined by GEOID03.
 TJ0696
 TJ0696.The dynamic height is computed by dividing the NAVD 88
 TJ0696.geopotential number by the normal gravity value computed on the
 TJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0696.degrees latitude (g = 980.6199 gals.).
 TJ0696
 TJ0696.The modeled gravity was interpolated from observed gravity values.
 TJ0696
 TJ0696;                    North         East    Units  Estimated Accuracy
 TJ0696;SPC MT       -   502,620.      744,410.      MT  (+/- 180 meters Scaled)
 TJ0696
 TJ0696                          SUPERSEDED SURVEY CONTROL
 TJ0696
 TJ0696.No superseded survey control is available for this station.
 TJ0696
 TJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ136035(NAD 83)
 TJ0696_MARKER: DB = BENCH MARK DISK
 TJ0696_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0696_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0696_STAMPING: 18 WR 2758 1968
 TJ0696_MARK LOGO: USGS  
 TJ0696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0696+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0696
 TJ0696  HISTORY     - Date     Condition        Report By
 TJ0696  HISTORY     - 1968     MONUMENTED       USGS
 TJ0696
 TJ0696                          STATION DESCRIPTION
 TJ0696
 TJ0696'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0696'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 4.5 MILES EAST
 TJ0696'ALONG A GRAVEL ROAD, 45 FEET NORTH AND 50 FEET WEST AND 0.3 FEET
 TJ0696'HIGHER THAN THE CENTERLINE OF THE ROAD AT FIELD ROAD NORTH, 4 FEET
 TJ0696'NORTH OF A FENCE, PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0403 ***********************************************************************
 TN0403  DESIGNATION -  1853.5
 TN0403  PID         -  TN0403
 TN0403  STATE/COUNTY-  MT/LINCOLN
 TN0403  USGS QUAD   -  KILBRENNAN LAKE (1983)
 TN0403
 TN0403                         *CURRENT SURVEY CONTROL
 TN0403  ___________________________________________________________________
 TN0403* NAD 83(1986)-  48 32 49.     (N)    115 58 14.     (W)     SCALED    
 TN0403* NAVD 88     -       566.132  (meters)    1857.38   (feet)  ADJUSTED  
 TN0403  ___________________________________________________________________
 TN0403  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TN0403  DYNAMIC HT  -         566.182 (meters)    1857.55  (feet)  COMP
 TN0403  MODELED GRAV-     980,682.7   (mgal)                       NAVD 88
 TN0403
 TN0403  VERT ORDER  -  FIRST     CLASS II
 TN0403
 TN0403.The horizontal coordinates were scaled from a topographic map and have
 TN0403.an estimated accuracy of +/- 6 seconds.
 TN0403
 TN0403.The orthometric height was determined by differential leveling
 TN0403.and adjusted by the National Geodetic Survey in June 1991..
 TN0403
 TN0403.The geoid height was determined by GEOID03.
 TN0403
 TN0403.The dynamic height is computed by dividing the NAVD 88
 TN0403.geopotential number by the normal gravity value computed on the
 TN0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0403.degrees latitude (g = 980.6199 gals.).
 TN0403
 TN0403.The modeled gravity was interpolated from observed gravity values.
 TN0403
 TN0403;                    North         East    Units  Estimated Accuracy
 TN0403;SPC MT       -   497,210.      122,920.      MT  (+/- 180 meters Scaled)
 TN0403
 TN0403                          SUPERSEDED SURVEY CONTROL
 TN0403
 TN0403  NGVD 29 (??/??/92)  564.962  (m)         1853.55   (f) ADJ UNCH    1 2
 TN0403
 TN0403.Superseded values are not recommended for survey control.
 TN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0403.See file dsdata.txt to determine how the superseded data were derived.
 TN0403
 TN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP759776(NAD 83)
 TN0403_MARKER: X = CHISELED CROSS
 TN0403_SETTING: 66 = SET IN ROCK OUTCROP
 TN0403_SP_SET: ROCK OUTCROP
 TN0403_STAMPING: USBM 1853.5
 TN0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0403+STABILITY: POSITION/ELEVATION WELL
 TN0403
 TN0403  HISTORY     - Date     Condition        Report By
 TN0403  HISTORY     - UNK      MONUMENTED       USGS
 TN0403  HISTORY     - 1933     GOOD             NGS
 TN0403
 TN0403                          STATION DESCRIPTION
 TN0403
 TN0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0403'6.9 MI NW FROM TROY.
 TN0403'6.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM TROY,
 TN0403'LINCOLN COUNTY, 0.4 MILE NORTH OF THE STATION AT YAKT, 200 FEET NORTH
 TN0403'OF THE SIGNAL TOWERS, AT THE NORTH END OF A SMALL CUT, ON THE EAST
 TN0403'SIDE OF THE TRACK, ON THE TOP OF AN EMBEDDED ROCK PAINTED USEM 1853.5,
 TN0403'AND LEVEL WITH THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0392 ***********************************************************************
 ST0392  DESIGNATION -  19
 ST0392  PID         -  ST0392
 ST0392  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0392  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0392
 ST0392                         *CURRENT SURVEY CONTROL
 ST0392  ___________________________________________________________________
 ST0392* NAD 83(1986)-  47 30 01.     (N)    112 09 37.     (W)     SCALED    
 ST0392* NAVD 88     -      1150.361  (meters)    3774.14   (feet)  ADJUSTED  
 ST0392  ___________________________________________________________________
 ST0392  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0392  DYNAMIC HT  -        1150.230 (meters)    3773.71  (feet)  COMP
 ST0392  MODELED GRAV-     980,459.7   (mgal)                       NAVD 88
 ST0392
 ST0392  VERT ORDER  -  SECOND    CLASS 0
 ST0392
 ST0392.The horizontal coordinates were scaled from a topographic map and have
 ST0392.an estimated accuracy of +/- 6 seconds.
 ST0392
 ST0392.The orthometric height was determined by differential leveling
 ST0392.and adjusted by the National Geodetic Survey in June 1991..
 ST0392
 ST0392.The geoid height was determined by GEOID03.
 ST0392
 ST0392.The dynamic height is computed by dividing the NAVD 88
 ST0392.geopotential number by the normal gravity value computed on the
 ST0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0392.degrees latitude (g = 980.6199 gals.).
 ST0392
 ST0392.The modeled gravity was interpolated from observed gravity values.
 ST0392
 ST0392;                    North         East    Units  Estimated Accuracy
 ST0392;SPC MT       -   364,570.      399,720.      MT  (+/- 180 meters Scaled)
 ST0392
 ST0392                          SUPERSEDED SURVEY CONTROL
 ST0392
 ST0392  NGVD 29 (??/??/92) 1149.380  (m)         3770.92   (f) ADJ UNCH    2 0
 ST0392
 ST0392.Superseded values are not recommended for survey control.
 ST0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0392.See file dsdata.txt to determine how the superseded data were derived.
 ST0392
 ST0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT126614(NAD 83)
 ST0392_MARKER: P = PIPE CAP
 ST0392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0392_STAMPING: 19
 ST0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0392
 ST0392  HISTORY     - Date     Condition        Report By
 ST0392  HISTORY     - UNK      MONUMENTED       USGS
 ST0392  HISTORY     - 1961     GOOD             NGS
 ST0392
 ST0392                          STATION DESCRIPTION
 ST0392
 ST0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0392'11.5 MI E FROM AUGUSTA.
 ST0392'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0392'AUGUSTA, THENCE 10.25 MILES EAST ALONG STATE HIGHWAY 21, 0.05 MILE
 ST0392'EAST OF THE JUNCTION OF A ROAD LEADING NORTH, 129 FEET SOUTHWEST OF
 ST0392'AND ACROSS THE HIGHWAY FROM POWER LINE POLE J 7 10, 71.5 FEET SOUTH OF
 ST0392'THE CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTH OF A FENCE, 0.8 FOOT
 ST0392'SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND
 ST0392'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE
 ST0392'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0674 ***********************************************************************
 QW0674  DESIGNATION -  19 DHW
 QW0674  PID         -  QW0674
 QW0674  STATE/COUNTY-  MT/YELLOWSTONE
 QW0674  USGS QUAD   -  CHILKOOT COULEE (1980)
 QW0674
 QW0674                         *CURRENT SURVEY CONTROL
 QW0674  ___________________________________________________________________
 QW0674* NAD 83(1986)-  45 28 11.     (N)    108 18 59.     (W)     SCALED    
 QW0674* NAVD 88     -      1275.390  (meters)    4184.34   (feet)  POSTED    
 QW0674  ___________________________________________________________________
 QW0674  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 QW0674  DYNAMIC HT  -        1275.030 (meters)    4183.16  (feet)  COMP
 QW0674  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 QW0674
 QW0674  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0674
 QW0674.The horizontal coordinates were scaled from a topographic map and have
 QW0674.an estimated accuracy of +/- 6 seconds.
 QW0674
 QW0674.The orthometric height was determined by differential leveling
 QW0674.and adjusted by the National Geodetic Survey in 1992..
 QW0674.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0674.rate of 0.0 thru 1.0 mm/km.
 QW0674
 QW0674.The geoid height was determined by GEOID03.
 QW0674
 QW0674.The dynamic height is computed by dividing the NAVD 88
 QW0674.geopotential number by the normal gravity value computed on the
 QW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0674.degrees latitude (g = 980.6199 gals.).
 QW0674
 QW0674.The modeled gravity was interpolated from observed gravity values.
 QW0674
 QW0674;                    North         East    Units  Estimated Accuracy
 QW0674;SPC MT       -   136,260.      692,530.      MT  (+/- 180 meters Scaled)
 QW0674
 QW0674                          SUPERSEDED SURVEY CONTROL
 QW0674
 QW0674.No superseded survey control is available for this station.
 QW0674
 QW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR097386(NAD 83)
 QW0674_MARKER: DB = BENCH MARK DISK
 QW0674_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0674_SP_SET: PREFAB CONC. POST IN EARTH
 QW0674_STAMPING: 19 DHW 1967
 QW0674_MARK LOGO: USGS  
 QW0674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0674+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0674
 QW0674  HISTORY     - Date     Condition        Report By
 QW0674  HISTORY     - 1967     MONUMENTED       USGS
 QW0674
 QW0674                          STATION DESCRIPTION
 QW0674
 QW0674'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0674'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0674'GRADED DIRT ROADS, THENCE 8.0 MILES SOUTHEAST ALONG TRACK ROADS TO A
 QW0674'CROSSROAD, THENCE 7.69 MILES NORTHEAST TO THE TOP OF A HILL
 QW0674'OVERLOOKING A CAMP TO THE SOUTH, NORTHEAST CORNER OF SECTION
 QW0674'24/TOWNSHIP 4 SOUTH/RANGE 27 EAST, 177 FEET SOUTH OF THE ROAD AT THE
 QW0674'TOP OF A HILL, METAL WITNESS SIGN AND POST 1 FOOT SOUTH OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0790 ***********************************************************************
 SS0790  DESIGNATION -  19 JRM
 SS0790  PID         -  SS0790
 SS0790  STATE/COUNTY-  MT/CASCADE
 SS0790  USGS QUAD   -  BOSTON COULEE SCHOOL (1971)
 SS0790
 SS0790                         *CURRENT SURVEY CONTROL
 SS0790  ___________________________________________________________________
 SS0790* NAD 83(1986)-  47 14 43.     (N)    111 21 35.     (W)     SCALED    
 SS0790* NAVD 88     -      1163.446  (meters)    3817.07   (feet)  ADJUSTED  
 SS0790  ___________________________________________________________________
 SS0790  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 SS0790  DYNAMIC HT  -        1163.313 (meters)    3816.64  (feet)  COMP
 SS0790  MODELED GRAV-     980,458.2   (mgal)                       NAVD 88
 SS0790
 SS0790  VERT ORDER  -  SECOND    CLASS 0
 SS0790
 SS0790.The horizontal coordinates were scaled from a topographic map and have
 SS0790.an estimated accuracy of +/- 6 seconds.
 SS0790
 SS0790.The orthometric height was determined by differential leveling
 SS0790.and adjusted by the National Geodetic Survey in June 1991..
 SS0790
 SS0790.The geoid height was determined by GEOID03.
 SS0790
 SS0790.The dynamic height is computed by dividing the NAVD 88
 SS0790.geopotential number by the normal gravity value computed on the
 SS0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0790.degrees latitude (g = 980.6199 gals.).
 SS0790
 SS0790.The modeled gravity was interpolated from observed gravity values.
 SS0790
 SS0790;                    North         East    Units  Estimated Accuracy
 SS0790;SPC MT       -   334,500.      459,300.      MT  (+/- 180 meters Scaled)
 SS0790
 SS0790                          SUPERSEDED SURVEY CONTROL
 SS0790
 SS0790  NGVD 29 (??/??/92) 1162.507  (m)         3813.99   (f) ADJ UNCH    2 0
 SS0790
 SS0790.Superseded values are not recommended for survey control.
 SS0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0790.See file dsdata.txt to determine how the superseded data were derived.
 SS0790
 SS0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT727324(NAD 83)
 SS0790_MARKER: DD = SURVEY DISK
 SS0790_SETTING: 66 = SET IN ROCK OUTCROP
 SS0790_SP_SET: OUTCROP
 SS0790_STAMPING: 19 JRM 3813 1953
 SS0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0790+STABILITY: POSITION/ELEVATION WELL
 SS0790
 SS0790  HISTORY     - Date     Condition        Report By
 SS0790  HISTORY     - 1953     MONUMENTED       USGS
 SS0790  HISTORY     - 1961     GOOD             NGS
 SS0790
 SS0790                          STATION DESCRIPTION
 SS0790
 SS0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0790'5.8 MI SW FROM EDEN.
 SS0790'1.05 MILE SOUTH ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT EDEN,
 SS0790'THENCE 4.75 MILES WEST ALONG A COUNTY ROAD, ON THE INSIDE OF A CURVE,
 SS0790'0.15 MILE SOUTHWEST OF A BRIDGE, IN THE TOP OF A LARGE OUTCROP WHICH
 SS0790'PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 41 FEET NORTHWEST OF THE
 SS0790'CENTER LINE OF THE ROAD, 7 FEET NORTHWEST OF A FENCE, AND ABOUT 15
 SS0790'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0379 ***********************************************************************
 QV0379  DESIGNATION -  19 JRP
 QV0379  PID         -  QV0379
 QV0379  STATE/COUNTY-  MT/CUSTER
 QV0379  USGS QUAD   -  BRANDENBERG NW (1971)
 QV0379
 QV0379                         *CURRENT SURVEY CONTROL
 QV0379  ___________________________________________________________________
 QV0379* NAD 83(1986)-  45 58 59.     (N)    106 09 20.     (W)     SCALED    
 QV0379* NAVD 88     -       876.870  (meters)    2876.86   (feet)  ADJUSTED  
 QV0379  ___________________________________________________________________
 QV0379  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 QV0379  DYNAMIC HT  -         876.731 (meters)    2876.41  (feet)  COMP
 QV0379  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 QV0379
 QV0379  VERT ORDER  -  THIRD
 QV0379
 QV0379.The horizontal coordinates were scaled from a topographic map and have
 QV0379.an estimated accuracy of +/- 6 seconds.
 QV0379
 QV0379.The orthometric height was determined by differential leveling
 QV0379.and adjusted by the National Geodetic Survey in June 1991..
 QV0379
 QV0379.The geoid height was determined by GEOID03.
 QV0379
 QV0379.The dynamic height is computed by dividing the NAVD 88
 QV0379.geopotential number by the normal gravity value computed on the
 QV0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0379.degrees latitude (g = 980.6199 gals.).
 QV0379
 QV0379.The modeled gravity was interpolated from observed gravity values.
 QV0379
 QV0379;                    North         East    Units  Estimated Accuracy
 QV0379;SPC MT       -   198,130.      858,960.      MT  (+/- 180 meters Scaled)
 QV0379
 QV0379                          SUPERSEDED SURVEY CONTROL
 QV0379
 QV0379  NGVD 29 (??/??/92)  876.22   (m)         2874.7    (f) COMPUTED    3 0
 QV0379
 QV0379.Superseded values are not recommended for survey control.
 QV0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0379.See file dsdata.txt to determine how the superseded data were derived.
 QV0379
 QV0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL104928(NAD 83)
 QV0379_MARKER: DB = BENCH MARK DISK
 QV0379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0379_SP_SET: COPPER-CLAD STEEL ROD
 QV0379_STAMPING: 19 JRP 1969
 QV0379_MARK LOGO: USGS  
 QV0379_MAGNETIC: I = MARKER IS A STEEL ROD
 QV0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0379+SATELLITE: SATELLITE OBSERVATIONS - 1969
 QV0379
 QV0379  HISTORY     - Date     Condition        Report By
 QV0379  HISTORY     - 1969     MONUMENTED       USGS
 QV0379
 QV0379                          STATION DESCRIPTION
 QV0379
 QV0379'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QV0379'FROM MILES CITY, MONTANA, PROCEED ABOUT 13.0 MILES SOUTHWEST ALONG
 QV0379'INTERSTATE HIGHWAY 94 TO THE JUNCTION OF MOON CREEK ROAD, THENCE 25
 QV0379'MILES SOUTHWEST ALONG MOON CREEK ROAD TO COW CREEK, THENCE 1.0 MILE
 QV0379'SOUTH AND 0.4 MILES WEST ALONG A DIRT ROAD, 720 FEET NORTHEAST AND 29
 QV0379'FEET HIGHER THAN THE NORTHEAST END OF A SMALL RESERVOIR DAM, 175 FEET
 QV0379'NORTHWEST OF AN R.E.A POWER LINE POLE, 35 FEET NORTHWEST OF THE
 QV0379'CENTER OF THE ROAD, 4 FEET SOUTHWEST OF AN IRON WITNESS POST.  A
 QV0379'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0357 ***********************************************************************
 QU0357  DESIGNATION -  19 RCN
 QU0357  PID         -  QU0357
 QU0357  STATE/COUNTY-  MT/CARTER
 QU0357  USGS QUAD   -  IKEY CREEK (1979)
 QU0357
 QU0357                         *CURRENT SURVEY CONTROL
 QU0357  ___________________________________________________________________
 QU0357* NAD 83(1986)-  45 32 52.     (N)    104 36 19.     (W)     SCALED    
 QU0357* NAVD 88     -      1088.444  (meters)    3571.00   (feet)  ADJUSTED  
 QU0357  ___________________________________________________________________
 QU0357  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 QU0357  DYNAMIC HT  -        1088.190 (meters)    3570.17  (feet)  COMP
 QU0357  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 QU0357
 QU0357  VERT ORDER  -  THIRD
 QU0357
 QU0357.The horizontal coordinates were scaled from a topographic map and have
 QU0357.an estimated accuracy of +/- 6 seconds.
 QU0357
 QU0357.The orthometric height was determined by differential leveling
 QU0357.and adjusted by the National Geodetic Survey in June 1991..
 QU0357
 QU0357.The geoid height was determined by GEOID03.
 QU0357
 QU0357.The dynamic height is computed by dividing the NAVD 88
 QU0357.geopotential number by the normal gravity value computed on the
 QU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0357.degrees latitude (g = 980.6199 gals.).
 QU0357
 QU0357.The modeled gravity was interpolated from observed gravity values.
 QU0357
 QU0357;                    North         East    Units  Estimated Accuracy
 QU0357;SPC MT       -   156,170.      981,880.      MT  (+/- 180 meters Scaled)
 QU0357
 QU0357                          SUPERSEDED SURVEY CONTROL
 QU0357
 QU0357  NGVD 29 (??/??/92) 1087.84   (m)         3569.0    (f) COMPUTED    3 0
 QU0357
 QU0357.Superseded values are not recommended for survey control.
 QU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0357.See file dsdata.txt to determine how the superseded data were derived.
 QU0357
 QU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL308438(NAD 83)
 QU0357_MARKER: DB = BENCH MARK DISK
 QU0357_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0357_SP_SET: COPPER-CLAD STEEL ROD
 QU0357_STAMPING: 19 RCN 1973 3568
 QU0357_MARK LOGO: USGS  
 QU0357_PROJECTION: FLUSH
 QU0357_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0357+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0357_ROD/PIPE-DEPTH: 8    meters
 QU0357
 QU0357  HISTORY     - Date     Condition        Report By
 QU0357  HISTORY     - 1973     MONUMENTED       USGS
 QU0357
 QU0357                          STATION DESCRIPTION
 QU0357
 QU0357'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0357'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 37.9 MILES SOUTH ALONG
 QU0357'CHALK BUTTES ROAD AND RIDGE ROAD, 16 FEET NORTH AND 75 FEET WEST OF
 QU0357'THE ROAD FORKS, 3.0 FEET SOUTH OF THE ROSONCRANZ SIGN, 2.0 FEET SOUTH
 QU0357'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0523 ***********************************************************************
 RU0523  DESIGNATION -  19 RDS
 RU0523  PID         -  RU0523
 RU0523  STATE/COUNTY-  MT/GARFIELD
 RU0523  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0523
 RU0523                         *CURRENT SURVEY CONTROL
 RU0523  ___________________________________________________________________
 RU0523* NAD 83(1986)-  46 51 58.     (N)    107 44 00.     (W)     SCALED    
 RU0523* NAVD 88     -       904.917  (meters)    2968.88   (feet)  ADJUSTED  
 RU0523  ___________________________________________________________________
 RU0523  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 RU0523  DYNAMIC HT  -         904.868 (meters)    2968.72  (feet)  COMP
 RU0523  MODELED GRAV-     980,527.8   (mgal)                       NAVD 88
 RU0523
 RU0523  VERT ORDER  -  SECOND    CLASS 0
 RU0523
 RU0523.The horizontal coordinates were scaled from a topographic map and have
 RU0523.an estimated accuracy of +/- 6 seconds.
 RU0523
 RU0523.The orthometric height was determined by differential leveling
 RU0523.and adjusted by the National Geodetic Survey in June 1991..
 RU0523
 RU0523.The geoid height was determined by GEOID03.
 RU0523
 RU0523.The dynamic height is computed by dividing the NAVD 88
 RU0523.geopotential number by the normal gravity value computed on the
 RU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0523.degrees latitude (g = 980.6199 gals.).
 RU0523
 RU0523.The modeled gravity was interpolated from observed gravity values.
 RU0523
 RU0523;                    North         East    Units  Estimated Accuracy
 RU0523;SPC MT       -   292,220.      734,610.      MT  (+/- 180 meters Scaled)
 RU0523
 RU0523                          SUPERSEDED SURVEY CONTROL
 RU0523
 RU0523  NGVD 29 (??/??/92)  904.230  (m)         2966.63   (f) ADJ UNCH    2 0
 RU0523
 RU0523.Superseded values are not recommended for survey control.
 RU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0523.See file dsdata.txt to determine how the superseded data were derived.
 RU0523
 RU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM916939(NAD 83)
 RU0523_MARKER: DB = BENCH MARK DISK
 RU0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0523_SP_SET: CONCRETE POST
 RU0523_STAMPING: 19 RDS 1966
 RU0523_MARK LOGO: USGS  
 RU0523_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0523+STABILITY: SURFACE MOTION
 RU0523
 RU0523  HISTORY     - Date     Condition        Report By
 RU0523  HISTORY     - 1962     MONUMENTED       USGS
 RU0523
 RU0523                          STATION DESCRIPTION
 RU0523
 RU0523'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0523'22.9 KM (14.20 MI) SOUTH FROM MOSBY.
 RU0523'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 11.9 MILES
 RU0523'SOUTH ALONG GRADED AND TRAIL ROADS, 4.2 MILES NORTHWEST OF THE FORD
 RU0523'ON RATTLESNAKE CREEK, ABOUT 950 FEET WEST OF THE 1/4 CORNER OF
 RU0523'SECTIONS 24 AND 25, T. 13 N., R. 31 E., AT THE EAST-WEST FENCE LINE,
 RU0523'3 FEET SOUTH AND 55 FEET WEST OF THE CENTER OF THE TRAIL ROAD AT
 RU0523'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0543 ***********************************************************************
 TK0543  DESIGNATION -  19 REB
 TK0543  PID         -  TK0543
 TK0543  STATE/COUNTY-  MT/BLAINE
 TK0543  USGS QUAD   -  WAYNE CREEK NW (1984)
 TK0543
 TK0543                         *CURRENT SURVEY CONTROL
 TK0543  ___________________________________________________________________
 TK0543* NAD 83(1986)-  48 40 02.     (N)    108 38 25.     (W)     SCALED    
 TK0543* NAVD 88     -       901.289  (meters)    2956.98   (feet)  POSTED    
 TK0543  ___________________________________________________________________
 TK0543  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0543  DYNAMIC HT  -         901.390 (meters)    2957.31  (feet)  COMP
 TK0543  MODELED GRAV-     980,691.4   (mgal)                       NAVD 88
 TK0543
 TK0543  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0543
 TK0543.The horizontal coordinates were scaled from a topographic map and have
 TK0543.an estimated accuracy of +/- 6 seconds.
 TK0543
 TK0543.The orthometric height was determined by differential leveling
 TK0543.and adjusted by the National Geodetic Survey in 1992..
 TK0543.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0543.rate of 0.0 thru 1.0 mm/km.
 TK0543
 TK0543.The geoid height was determined by GEOID03.
 TK0543
 TK0543.The dynamic height is computed by dividing the NAVD 88
 TK0543.geopotential number by the normal gravity value computed on the
 TK0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0543.degrees latitude (g = 980.6199 gals.).
 TK0543
 TK0543.The modeled gravity was interpolated from observed gravity values.
 TK0543
 TK0543;                    North         East    Units  Estimated Accuracy
 TK0543;SPC MT       -   491,210.      663,310.      MT  (+/- 180 meters Scaled)
 TK0543
 TK0543                          SUPERSEDED SURVEY CONTROL
 TK0543
 TK0543.No superseded survey control is available for this station.
 TK0543
 TK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU737931(NAD 83)
 TK0543_MARKER: DB = BENCH MARK DISK
 TK0543_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0543+WITH SETTING: INFORMATION.
 TK0543_SP_SET: SHALLOW-SET METAL ROD
 TK0543_STAMPING: 19 REB 1979
 TK0543_MARK LOGO: USGS  
 TK0543_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0543_ROD/PIPE-DEPTH: 2.74 meters
 TK0543
 TK0543  HISTORY     - Date     Condition        Report By
 TK0543  HISTORY     - 1979     MONUMENTED       USGS
 TK0543
 TK0543                          STATION DESCRIPTION
 TK0543
 TK0543'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0543'19.3 KM (12.00 MI) NE FROM HARLEM.
 TK0543'12.0 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0543'HARLEM ALONG HIGHWAY 241, 0.1 MILES NORTHEAST OF A BRIDGE, 0.2 MILES
 TK0543'SOUTH OF THE NORTH 1/4 CORNER OF SECTION 31, T34N, R24E, 78 FEET
 TK0543'NORTHWEST AND 51 FEET SOUTHWEST OF A T - ROAD NORTHWEST, AND 1.1 FEET
 TK0543'OF A FENCE.
 TK0543'THE MARK IS 4.7 FT  SW FROM  A WITNESS POST
 TK0543'THE MARK IS ABOVE LEVEL WITH T-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0992 ***********************************************************************
 TN0992  DESIGNATION -  19 RHM
 TN0992  PID         -  TN0992
 TN0992  STATE/COUNTY-  MT/LINCOLN
 TN0992  USGS QUAD   -  YAAK (1963)
 TN0992
 TN0992                         *CURRENT SURVEY CONTROL
 TN0992  ___________________________________________________________________
 TN0992* NAD 83(1986)-  48 49 19.     (N)    115 41 22.     (W)     SCALED    
 TN0992* NAVD 88     -       966.756  (meters)    3171.77   (feet)  ADJUSTED  
 TN0992  ___________________________________________________________________
 TN0992  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TN0992  DYNAMIC HT  -         966.826 (meters)    3171.99  (feet)  COMP
 TN0992  MODELED GRAV-     980,649.5   (mgal)                       NAVD 88
 TN0992
 TN0992  VERT ORDER  -  THIRD
 TN0992
 TN0992.The horizontal coordinates were scaled from a topographic map and have
 TN0992.an estimated accuracy of +/- 6 seconds.
 TN0992
 TN0992.The orthometric height was determined by differential leveling
 TN0992.and adjusted by the National Geodetic Survey in June 1991..
 TN0992
 TN0992.The geoid height was determined by GEOID03.
 TN0992
 TN0992.The dynamic height is computed by dividing the NAVD 88
 TN0992.geopotential number by the normal gravity value computed on the
 TN0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0992.degrees latitude (g = 980.6199 gals.).
 TN0992
 TN0992.The modeled gravity was interpolated from observed gravity values.
 TN0992
 TN0992;                    North         East    Units  Estimated Accuracy
 TN0992;SPC MT       -   526,010.      146,020.      MT  (+/- 180 meters Scaled)
 TN0992
 TN0992                          SUPERSEDED SURVEY CONTROL
 TN0992
 TN0992.No superseded survey control is available for this station.
 TN0992
 TN0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ961084(NAD 83)
 TN0992_MARKER: DB = BENCH MARK DISK
 TN0992_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN0992_SP_SET: PREFAB CONC. POST IN EARTH
 TN0992_STAMPING: 19 RHM 1963
 TN0992_MARK LOGO: USGS  
 TN0992_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0992+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0992
 TN0992  HISTORY     - Date     Condition        Report By
 TN0992  HISTORY     - 1963     MONUMENTED       USGS
 TN0992
 TN0992                          STATION DESCRIPTION
 TN0992
 TN0992'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0992'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0992'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 36.5
 TN0992'MILES NORTH ALONG ROAD 68 TO A SHARP CURVE AND TURNOUT, 60 FEET WEST
 TN0992'AND APPROXIMATELY 3 FEET LOWER THAN THE ROAD, 50 FEET NORTHEAST OF A
 TN0992'2.5 FEET IN DIAMETER TAMRACK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1090 ***********************************************************************
 SU1090  DESIGNATION -  19 RHM
 SU1090  PID         -  SU1090
 SU1090  STATE/COUNTY-  MT/SANDERS
 SU1090  USGS QUAD   -  PRISCILLA PEAK (1964)
 SU1090
 SU1090                         *CURRENT SURVEY CONTROL
 SU1090  ___________________________________________________________________
 SU1090* NAD 83(1986)-  47 37 35.     (N)    115 10 59.     (W)     SCALED    
 SU1090* NAVD 88     -       778.571  (meters)    2554.36   (feet)  ADJUSTED  
 SU1090  ___________________________________________________________________
 SU1090  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 SU1090  DYNAMIC HT  -         778.525 (meters)    2554.21  (feet)  COMP
 SU1090  MODELED GRAV-     980,529.2   (mgal)                       NAVD 88
 SU1090
 SU1090  VERT ORDER  -  THIRD
 SU1090
 SU1090.The horizontal coordinates were scaled from a topographic map and have
 SU1090.an estimated accuracy of +/- 6 seconds.
 SU1090
 SU1090.The orthometric height was determined by differential leveling
 SU1090.and adjusted by the National Geodetic Survey in June 1991..
 SU1090
 SU1090.The geoid height was determined by GEOID03.
 SU1090
 SU1090.The dynamic height is computed by dividing the NAVD 88
 SU1090.geopotential number by the normal gravity value computed on the
 SU1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1090.degrees latitude (g = 980.6199 gals.).
 SU1090
 SU1090.The modeled gravity was interpolated from observed gravity values.
 SU1090
 SU1090;                    North         East    Units  Estimated Accuracy
 SU1090;SPC MT       -   390,660.      173,460.      MT  (+/- 180 meters Scaled)
 SU1090
 SU1090                          SUPERSEDED SURVEY CONTROL
 SU1090
 SU1090  NGVD 29 (??/??/92)  777.39   (m)         2550.5    (f) COMPUTED    3 0
 SU1090
 SU1090.Superseded values are not recommended for survey control.
 SU1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1090.See file dsdata.txt to determine how the superseded data were derived.
 SU1090
 SU1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN365763(NAD 83)
 SU1090_MARKER: DB = BENCH MARK DISK
 SU1090_SETTING: 66 = SET IN ROCK OUTCROP
 SU1090_SP_SET: ROCK OUTCROP
 SU1090_STAMPING: 19 RHM 1964
 SU1090_MARK LOGO: USGS  
 SU1090_MAGNETIC: I = MARKER IS A STEEL ROD
 SU1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1090+STABILITY: POSITION/ELEVATION WELL
 SU1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1090+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1090
 SU1090  HISTORY     - Date     Condition        Report By
 SU1090  HISTORY     - 1964     MONUMENTED       USGS
 SU1090
 SU1090                          STATION DESCRIPTION
 SU1090
 SU1090'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1090'FROM THE NORTH PACIFIC RAILROAD STATION AT THOMPSON FALLS, MONTANA,
 SU1090'PROCEED 5.1 MILES SOUTHEAST TO THE JUNCTION OF U S HIGHWAY 10A AND
 SU1090'THOMPSON RIVER ROAD, THENCE 4.6 MILES NORTH ALONG THOMPSON RIVER ROAD
 SU1090'TO A LARGE ROCK OUTCROP ON THE WEST SIDE OF THE ROAD, 400 FEET NORTH
 SU1090'OF A CURVE AND 70 FEET WEST OF MAIN ROAD AND 22 FEET HIGHER THAN THE
 SU1090'ROAD, IN THE TOP OF A ROCK OUTCROP, STAMPED 19 RHM 1964 RESET 1967,
 SU1090'2567.378 FEET, 16.837 FEET ABOVE ORIGINAL 19 RHM BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0713 ***********************************************************************
 TL0713  DESIGNATION -  19 WCA
 TL0713  PID         -  TL0713
 TL0713  STATE/COUNTY-  MT/HILL
 TL0713  USGS QUAD   -  GOLDSTONE (1972)
 TL0713
 TL0713                         *CURRENT SURVEY CONTROL
 TL0713  ___________________________________________________________________
 TL0713* NAD 83(1986)-  48 54 51.     (N)    110 31 59.     (W)     SCALED    
 TL0713* NAVD 88     -       929.327  (meters)    3048.97   (feet)  ADJUSTED  
 TL0713  ___________________________________________________________________
 TL0713  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 TL0713  DYNAMIC HT  -         929.429 (meters)    3049.30  (feet)  COMP
 TL0713  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 TL0713
 TL0713  VERT ORDER  -  THIRD
 TL0713
 TL0713.The horizontal coordinates were scaled from a topographic map and have
 TL0713.an estimated accuracy of +/- 6 seconds.
 TL0713
 TL0713.The orthometric height was determined by differential leveling
 TL0713.and adjusted by the National Geodetic Survey in June 1991..
 TL0713
 TL0713.The geoid height was determined by GEOID03.
 TL0713
 TL0713.The dynamic height is computed by dividing the NAVD 88
 TL0713.geopotential number by the normal gravity value computed on the
 TL0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0713.degrees latitude (g = 980.6199 gals.).
 TL0713
 TL0713.The modeled gravity was interpolated from observed gravity values.
 TL0713
 TL0713;                    North         East    Units  Estimated Accuracy
 TL0713;SPC MT       -   518,820.      524,290.      MT  (+/- 180 meters Scaled)
 TL0713
 TL0713                          SUPERSEDED SURVEY CONTROL
 TL0713
 TL0713.No superseded survey control is available for this station.
 TL0713
 TL0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV342180(NAD 83)
 TL0713_MARKER: DB = BENCH MARK DISK
 TL0713_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0713_SP_SET: PREFAB CONC. POST IN EARTH
 TL0713_STAMPING: 19 WCA 1963 3046
 TL0713_MARK LOGO: USGS  
 TL0713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0713+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0713
 TL0713  HISTORY     - Date     Condition        Report By
 TL0713  HISTORY     - 1963     MONUMENTED       USGS
 TL0713
 TL0713                          STATION DESCRIPTION
 TL0713
 TL0713'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0713'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0713'THENCE 17 MILES NORTH, THENCE 2 MILES WEST, THENCE 4 MILES NORTH,
 TL0713'THENCE 9 MILES WEST, IN THE CENTER OF THE SOUTH EDGE OF SECTION
 TL0713'34/TOWNSHIP 37 NORTH/RANGE 9 EAST, 36 FEET NORTH AND 45 FEET EAST AND
 TL0713'0.5 FEET LOWER THAN A T-ROAD SOUTH, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0194 ***********************************************************************
 PY0194  DESIGNATION -  19 WG
 PY0194  PID         -  PY0194
 PY0194  STATE/COUNTY-  MT/GALLATIN
 PY0194  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0194
 PY0194                         *CURRENT SURVEY CONTROL
 PY0194  ___________________________________________________________________
 PY0194* NAD 83(1986)-  44 47 06.     (N)    111 06 48.     (W)     SCALED    
 PY0194* NAVD 88     -      2021.067  (meters)    6630.78   (feet)  ADJUSTED  
 PY0194  ___________________________________________________________________
 PY0194  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY0194  DYNAMIC HT  -        2019.944 (meters)    6627.10  (feet)  COMP
 PY0194  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 PY0194
 PY0194  VERT ORDER  -  FIRST     CLASS II
 PY0194
 PY0194.The horizontal coordinates were scaled from a topographic map and have
 PY0194.an estimated accuracy of +/- 6 seconds.
 PY0194
 PY0194.The orthometric height was determined by differential leveling
 PY0194.and adjusted by the National Geodetic Survey in June 1991..
 PY0194
 PY0194.The geoid height was determined by GEOID03.
 PY0194
 PY0194.The dynamic height is computed by dividing the NAVD 88
 PY0194.geopotential number by the normal gravity value computed on the
 PY0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0194.degrees latitude (g = 980.6199 gals.).
 PY0194
 PY0194.The modeled gravity was interpolated from observed gravity values.
 PY0194
 PY0194;                    North         East    Units  Estimated Accuracy
 PY0194;SPC MT       -    60,790.      472,310.      MT  (+/- 180 meters Scaled)
 PY0194
 PY0194                          SUPERSEDED SURVEY CONTROL
 PY0194
 PY0194  NGVD 29 (??/??/92) 2019.460  (m)         6625.51   (f) ADJ UNCH    1 2
 PY0194
 PY0194.Superseded values are not recommended for survey control.
 PY0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0194.See file dsdata.txt to determine how the superseded data were derived.
 PY0194
 PY0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ910590(NAD 83)
 PY0194_MARKER: DD = SURVEY DISK
 PY0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0194_STAMPING: WG NO 19 6624.5 1932
 PY0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0194+STABILITY: SURFACE MOTION
 PY0194
 PY0194  HISTORY     - Date     Condition        Report By
 PY0194  HISTORY     - 1932     MONUMENTED       BPR
 PY0194  HISTORY     - 1960     GOOD             NGS
 PY0194  HISTORY     - 1980     MARK NOT FOUND   USGS
 PY0194
 PY0194                          STATION DESCRIPTION
 PY0194
 PY0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0194'8.8 MI N FROM WEST YELLOWSTONE.
 PY0194'ABOUT 8.8 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0194'RAILROAD STATION AT WEST YELLOWSTONE, 0.25 MILE NORTH OF THE JUNCTION
 PY0194'OF U.S. HIGHWAY 287, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PY0194'ABOUT 2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 PY0194'PROJECTING 12 INCHES.
 PY0194
 PY0194                          STATION RECOVERY (1980)
 PY0194
 PY0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0697 ***********************************************************************
 TJ0697  DESIGNATION -  19 WR
 TJ0697  PID         -  TJ0697
 TJ0697  STATE/COUNTY-  MT/PHILLIPS
 TJ0697  USGS QUAD   -  SALSBERY RESERVOIR (1984)
 TJ0697
 TJ0697                         *CURRENT SURVEY CONTROL
 TJ0697  ___________________________________________________________________
 TJ0697* NAD 83(1986)-  48 45 23.     (N)    107 29 23.     (W)     SCALED    
 TJ0697* NAVD 88     -       839.188  (meters)    2753.24   (feet)  POSTED    
 TJ0697  ___________________________________________________________________
 TJ0697  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0697  DYNAMIC HT  -         839.300 (meters)    2753.60  (feet)  COMP
 TJ0697  MODELED GRAV-     980,716.2   (mgal)                       NAVD 88
 TJ0697
 TJ0697  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0697
 TJ0697.The horizontal coordinates were scaled from a topographic map and have
 TJ0697.an estimated accuracy of +/- 6 seconds.
 TJ0697
 TJ0697.The orthometric height was determined by differential leveling
 TJ0697.and adjusted by the National Geodetic Survey in 1992..
 TJ0697.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0697.rate of 0.0 thru 1.0 mm/km.
 TJ0697
 TJ0697.The geoid height was determined by GEOID03.
 TJ0697
 TJ0697.The dynamic height is computed by dividing the NAVD 88
 TJ0697.geopotential number by the normal gravity value computed on the
 TJ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0697.degrees latitude (g = 980.6199 gals.).
 TJ0697
 TJ0697.The modeled gravity was interpolated from observed gravity values.
 TJ0697
 TJ0697;                    North         East    Units  Estimated Accuracy
 TJ0697;SPC MT       -   502,680.      747,780.      MT  (+/- 180 meters Scaled)
 TJ0697
 TJ0697                          SUPERSEDED SURVEY CONTROL
 TJ0697
 TJ0697.No superseded survey control is available for this station.
 TJ0697
 TJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ170033(NAD 83)
 TJ0697_MARKER: DB = BENCH MARK DISK
 TJ0697_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0697_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0697_STAMPING: 19 WR 2751 1968
 TJ0697_MARK LOGO: USGS  
 TJ0697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0697+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0697
 TJ0697  HISTORY     - Date     Condition        Report By
 TJ0697  HISTORY     - 1968     MONUMENTED       USGS
 TJ0697
 TJ0697                          STATION DESCRIPTION
 TJ0697
 TJ0697'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0697'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 6.5 MILES EAST
 TJ0697'ALONG A GRAVEL ROAD, 1.3 MILES NORTH OF FORKS COMMUNITY HALL,
 TJ0697'SECTIONS 25-26-35-36/TOWNSHIP 35 NORTH/RANCH 32 EAST, 60 FEET SOUTH
 TJ0697'AND 40 FEET EAST AND 2.6 FEET HIGHER THAN THE CENTERLINE OF THE ROAD
 TJ0697'AT A CROSSROAD, 20 FEET SOUTH AND 3 FEET EAST OF A R.E.A. POLE, 3
 TJ0697'FEET EAST OF A RIGHT-OF-WAY FENCE, PROJECTING 8 INCHES ABOVE GROUND.
 TJ0697'REPORTED BY THE USGS DESTROYED 6/76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0137 ***********************************************************************
 TH0137  DESIGNATION -  1956
 TH0137  PID         -  TH0137
 TH0137  STATE/COUNTY-  MT/RICHLAND
 TH0137  USGS QUAD   -  BROCKTON (1989)
 TH0137
 TH0137                         *CURRENT SURVEY CONTROL
 TH0137  ___________________________________________________________________
 TH0137* NAD 83(1986)-  48 07 39.     (N)    104 52 34.     (W)     SCALED    
 TH0137* NAVD 88     -       594.879  (meters)    1951.70   (feet)  ADJUSTED  
 TH0137  ___________________________________________________________________
 TH0137  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0137  DYNAMIC HT  -         594.946 (meters)    1951.92  (feet)  COMP
 TH0137  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 TH0137
 TH0137  VERT ORDER  -  SECOND    CLASS 0
 TH0137
 TH0137.The horizontal coordinates were scaled from a topographic map and have
 TH0137.an estimated accuracy of +/- 6 seconds.
 TH0137
 TH0137.The orthometric height was determined by differential leveling
 TH0137.and adjusted by the National Geodetic Survey in June 1991..
 TH0137
 TH0137.The geoid height was determined by GEOID03.
 TH0137
 TH0137.The dynamic height is computed by dividing the NAVD 88
 TH0137.geopotential number by the normal gravity value computed on the
 TH0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0137.degrees latitude (g = 980.6199 gals.).
 TH0137
 TH0137.The modeled gravity was interpolated from observed gravity values.
 TH0137
 TH0137;                    North         East    Units  Estimated Accuracy
 TH0137;SPC MT       -   441,020.      943,870.      MT  (+/- 180 meters Scaled)
 TH0137
 TH0137                          SUPERSEDED SURVEY CONTROL
 TH0137
 TH0137  NGVD 29 (??/??/92)  594.324  (m)         1949.88   (f) ADJ UNCH    2 0
 TH0137
 TH0137.Superseded values are not recommended for survey control.
 TH0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0137.See file dsdata.txt to determine how the superseded data were derived.
 TH0137
 TH0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP092304(NAD 83)
 TH0137_MARKER: DB = BENCH MARK DISK
 TH0137_SETTING: 80 = SET IN A BOULDER
 TH0137_SP_SET: BOULDER
 TH0137_STAMPING: 1956
 TH0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0137+STABILITY: SURFACE MOTION
 TH0137
 TH0137  HISTORY     - Date     Condition        Report By
 TH0137  HISTORY     - UNK      MONUMENTED       USGS
 TH0137  HISTORY     - 1934     GOOD             NGS
 TH0137
 TH0137                          STATION DESCRIPTION
 TH0137
 TH0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0137'3.4 MI S FROM BROCKTON.
 TH0137'3.4 MILES S OF AND ALONG THE LANE-BROCKTON ROAD.  DISK IS SET IN
 TH0137'GRANITE BOULDER.  AT POINT WHERE ROAD TURNS S TOWARD LANE.  ABOUT 300
 TH0137'FT. N OF CENTER OF E AND W ROAD AND ABOUT 300 FT. W OF N AND S ROAD.
 TH0137'LOOSE BOULDERS PILES AROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0142 ***********************************************************************
 TH0142  DESIGNATION -  1969
 TH0142  PID         -  TH0142
 TH0142  STATE/COUNTY-  MT/SHERIDAN
 TH0142  USGS QUAD   -  ALKALI COULEE (1988)
 TH0142
 TH0142                         *CURRENT SURVEY CONTROL
 TH0142  ___________________________________________________________________
 TH0142* NAD 83(1986)-  48 30 08.     (N)    104 30 21.     (W)     SCALED    
 TH0142* NAVD 88     -       598.409  (meters)    1963.28   (feet)  ADJUSTED  
 TH0142  ___________________________________________________________________
 TH0142  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 TH0142  DYNAMIC HT  -         598.510 (meters)    1963.61  (feet)  COMP
 TH0142  MODELED GRAV-     980,760.2   (mgal)                       NAVD 88
 TH0142
 TH0142  VERT ORDER  -  SECOND    CLASS 0
 TH0142
 TH0142.The horizontal coordinates were scaled from a topographic map and have
 TH0142.an estimated accuracy of +/- 6 seconds.
 TH0142
 TH0142.The orthometric height was determined by differential leveling
 TH0142.and adjusted by the National Geodetic Survey in June 1991..
 TH0142
 TH0142.The geoid height was determined by GEOID03.
 TH0142
 TH0142.The dynamic height is computed by dividing the NAVD 88
 TH0142.geopotential number by the normal gravity value computed on the
 TH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0142.degrees latitude (g = 980.6199 gals.).
 TH0142
 TH0142.The modeled gravity was interpolated from observed gravity values.
 TH0142
 TH0142;                    North         East    Units  Estimated Accuracy
 TH0142;SPC MT       -   484,280.      968,710.      MT  (+/- 180 meters Scaled)
 TH0142
 TH0142                          SUPERSEDED SURVEY CONTROL
 TH0142
 TH0142  NGVD 29 (??/??/92)  597.908  (m)         1961.64   (f) ADJ UNCH    2 0
 TH0142
 TH0142.Superseded values are not recommended for survey control.
 TH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0142.See file dsdata.txt to determine how the superseded data were derived.
 TH0142
 TH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP365722(NAD 83)
 TH0142_MARKER: P = PIPE CAP
 TH0142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0142_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0142_STAMPING: 1969
 TH0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0142
 TH0142  HISTORY     - Date     Condition        Report By
 TH0142  HISTORY     - UNK      MONUMENTED       USGS
 TH0142  HISTORY     - 1935     GOOD             NGS
 TH0142  HISTORY     - 1981     MARK NOT FOUND   NGS
 TH0142
 TH0142                          STATION DESCRIPTION
 TH0142
 TH0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TH0142'IN MEDICINE LAKE.
 TH0142'AT MEDICINE LAKE, SHERIDAN COUNTY, AT THE CORNER OF SECOND AVENUE AND
 TH0142'FOX STREET, AND IN THE PARKING AT THE CORNER OF LOT 1, BLOCK 7, OF THE
 TH0142'ORIGINAL TOWNSITE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 TH0142'STAMPED 1969 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TH0142
 TH0142                          STATION RECOVERY (1981)
 TH0142
 TH0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0142'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0014 ***********************************************************************
 QW0014  DESIGNATION -  2
 QW0014  PID         -  QW0014
 QW0014  STATE/COUNTY-  MT/YELLOWSTONE
 QW0014  USGS QUAD   -  COTTONWOOD CREEK (1975)
 QW0014
 QW0014                         *CURRENT SURVEY CONTROL
 QW0014  ___________________________________________________________________
 QW0014* NAD 83(1986)-  45 52 27.     (N)    108 20 19.     (W)     SCALED    
 QW0014* NAVD 88     -       924.210  (meters)    3032.18   (feet)  POSTED    
 QW0014  ___________________________________________________________________
 QW0014  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 QW0014  DYNAMIC HT  -         924.020 (meters)    3031.56  (feet)  COMP
 QW0014  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 QW0014
 QW0014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0014
 QW0014.The horizontal coordinates were scaled from a topographic map and have
 QW0014.an estimated accuracy of +/- 6 seconds.
 QW0014
 QW0014.The orthometric height was determined by differential leveling
 QW0014.and adjusted by the National Geodetic Survey in 1992..
 QW0014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0014.rate of 0.0 thru 1.0 mm/km.
 QW0014
 QW0014.The geoid height was determined by GEOID03.
 QW0014
 QW0014.The dynamic height is computed by dividing the NAVD 88
 QW0014.geopotential number by the normal gravity value computed on the
 QW0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0014.degrees latitude (g = 980.6199 gals.).
 QW0014
 QW0014.The modeled gravity was interpolated from observed gravity values.
 QW0014
 QW0014;                    North         East    Units  Estimated Accuracy
 QW0014;SPC MT       -   181,170.      690,130.      MT  (+/- 180 meters Scaled)
 QW0014
 QW0014                          SUPERSEDED SURVEY CONTROL
 QW0014
 QW0014.No superseded survey control is available for this station.
 QW0014
 QW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR065835(NAD 83)
 QW0014_MARKER: DD = SURVEY DISK
 QW0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0014_SP_SET: PORTAL
 QW0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0014
 QW0014  HISTORY     - Date     Condition        Report By
 QW0014  HISTORY     - UNK      MONUMENTED       BOR
 QW0014  HISTORY     - 1957     MARK NOT FOUND   NGS
 QW0014
 QW0014                          STATION DESCRIPTION
 QW0014
 QW0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0014'2.2 MI SW FROM HUNTLEY.
 QW0014'ABOUT 2.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM HUNTLEY,
 QW0014'YELLOWSTONE COUNTY, ABOUT 30 YARDS SOUTH OF THE FIFTH POLE WEST OF
 QW0014'MILEPOST G 215, AT TUNNEL 2, IN THE TOP OF THE WEST PORTAL, AND ABOUT
 QW0014'20 YARDS SOUTH OF THE TRACK.  A UNITED STATES RECLAMATION SERVICE
 QW0014'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0118 ***********************************************************************
 RW0118  DESIGNATION -  2
 RW0118  PID         -  RW0118
 RW0118  STATE/COUNTY-  MT/MEAGHER
 RW0118  USGS QUAD   -  WHITE SULPHUR SPRING (1995)
 RW0118
 RW0118                         *CURRENT SURVEY CONTROL
 RW0118  ___________________________________________________________________
 RW0118* NAD 83(1986)-  46 32 53.     (N)    110 54 27.     (W)     SCALED    
 RW0118* NAVD 88     -      1530.623  (meters)    5021.72   (feet)  ADJUSTED  
 RW0118  ___________________________________________________________________
 RW0118  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 RW0118  DYNAMIC HT  -        1530.211 (meters)    5020.37  (feet)  COMP
 RW0118  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 RW0118
 RW0118  VERT ORDER  -  SECOND    CLASS 0
 RW0118
 RW0118.The horizontal coordinates were scaled from a topographic map and have
 RW0118.an estimated accuracy of +/- 6 seconds.
 RW0118
 RW0118.The orthometric height was determined by differential leveling
 RW0118.and adjusted by the National Geodetic Survey in June 1991..
 RW0118
 RW0118.The geoid height was determined by GEOID03.
 RW0118
 RW0118.The dynamic height is computed by dividing the NAVD 88
 RW0118.geopotential number by the normal gravity value computed on the
 RW0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0118.degrees latitude (g = 980.6199 gals.).
 RW0118
 RW0118.The modeled gravity was interpolated from observed gravity values.
 RW0118
 RW0118;                    North         East    Units  Estimated Accuracy
 RW0118;SPC MT       -   256,340.      492,120.      MT  (+/- 180 meters Scaled)
 RW0118
 RW0118                          SUPERSEDED SURVEY CONTROL
 RW0118
 RW0118  NGVD 29 (??/??/92) 1529.531  (m)         5018.14   (f) ADJ UNCH    2 0
 RW0118
 RW0118.Superseded values are not recommended for survey control.
 RW0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0118.See file dsdata.txt to determine how the superseded data were derived.
 RW0118
 RW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS070549(NAD 83)
 RW0118_MARKER: DD = SURVEY DISK
 RW0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0118_STAMPING: 2
 RW0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0118+STABILITY: SURFACE MOTION
 RW0118
 RW0118  HISTORY     - Date     Condition        Report By
 RW0118  HISTORY     - UNK      MONUMENTED
 RW0118  HISTORY     - 1935     GOOD             NGS
 RW0118
 RW0118                          STATION DESCRIPTION
 RW0118
 RW0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RW0118'IN WHITE SULPHUR SPRING.
 RW0118'AT WHITE SULPHUR SPRINGS, ONE BLOCK WEST OF THE INTERSECTION OF U.S.
 RW0118'HIGHWAY 89 AND STATE HIGHWAY 6, 18 FEET SOUTH OF THE CENTERLINE OF
 RW0118'STATE HIGHWAY 6, AND 17 FEET WEST OF A SIDE STREET LEADING OFF STATE
 RW0118'HIGHWAY 6.  A STATE SURVEY STANDARD DISK, STAMPED 2 AND SET IN THE TOP
 RW0118'OF A CONCRETE POST.  NOTE-- CONSIDERABLE EARTH HAS BEEN REMOVED FROM
 RW0118'AROUND THIS BENCH MARK FOR HIGHWAY CONSTRUCTION.  POST APPEARS
 RW0118'UNMARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0521 ***********************************************************************
 SS0521  DESIGNATION -  2
 SS0521  PID         -  SS0521
 SS0521  STATE/COUNTY-  MT/CASCADE
 SS0521  USGS QUAD   -  RICEVILLE (1995)
 SS0521
 SS0521                         *CURRENT SURVEY CONTROL
 SS0521  ___________________________________________________________________
 SS0521* NAD 83(1986)-  47 10 41.     (N)    110 53 19.     (W)     SCALED    
 SS0521* NAVD 88     -      1463.902  (meters)    4802.82   (feet)  ADJUSTED  
 SS0521  ___________________________________________________________________
 SS0521  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 SS0521  DYNAMIC HT  -        1463.645 (meters)    4801.98  (feet)  COMP
 SS0521  MODELED GRAV-     980,385.1   (mgal)                       NAVD 88
 SS0521
 SS0521  VERT ORDER  -  SECOND    CLASS 0
 SS0521
 SS0521.The horizontal coordinates were scaled from a topographic map and have
 SS0521.an estimated accuracy of +/- 6 seconds.
 SS0521
 SS0521.The orthometric height was determined by differential leveling
 SS0521.and adjusted by the National Geodetic Survey in June 1991..
 SS0521
 SS0521.The geoid height was determined by GEOID03.
 SS0521
 SS0521.The dynamic height is computed by dividing the NAVD 88
 SS0521.geopotential number by the normal gravity value computed on the
 SS0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0521.degrees latitude (g = 980.6199 gals.).
 SS0521
 SS0521.The modeled gravity was interpolated from observed gravity values.
 SS0521
 SS0521;                    North         East    Units  Estimated Accuracy
 SS0521;SPC MT       -   326,290.      494,810.      MT  (+/- 180 meters Scaled)
 SS0521
 SS0521                          SUPERSEDED SURVEY CONTROL
 SS0521
 SS0521  NGVD 29 (??/??/92) 1462.895  (m)         4799.51   (f) ADJ UNCH    2 0
 SS0521
 SS0521.Superseded values are not recommended for survey control.
 SS0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0521.See file dsdata.txt to determine how the superseded data were derived.
 SS0521
 SS0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT084249(NAD 83)
 SS0521_MARKER: DD = SURVEY DISK
 SS0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0521+STABILITY: SURFACE MOTION
 SS0521
 SS0521  HISTORY     - Date     Condition        Report By
 SS0521  HISTORY     - UNK      MONUMENTED       BPR
 SS0521  HISTORY     - 1961     GOOD             NGS
 SS0521
 SS0521                          STATION DESCRIPTION
 SS0521
 SS0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0521'8.0 MI NW FROM MONARCH.
 SS0521'ABOUT 8.0 MILES NORTHWEST ALONG U. S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0521'SCHOOL AT MONARCH, IN SECTION 6, T 16 N, R 7 E, 0.2 MILE SOUTHEAST OF
 SS0521'A FARM HOUSE, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 SS0521'WEST OF A FENCE, 11.4 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET
 SS0521'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SS0521'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0018 ***********************************************************************
 SU0018  DESIGNATION -  2
 SU0018  PID         -  SU0018
 SU0018  STATE/COUNTY-  MT/LAKE
 SU0018  USGS QUAD   -  POLSON (1964)
 SU0018
 SU0018                         *CURRENT SURVEY CONTROL
 SU0018  ___________________________________________________________________
 SU0018* NAD 83(1986)-  47 41 36.     (N)    114 09 48.     (W)     SCALED    
 SU0018* NAVD 88     -       890.257  (meters)    2920.78   (feet)  ADJUSTED  
 SU0018  ___________________________________________________________________
 SU0018  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 SU0018  DYNAMIC HT  -         890.225 (meters)    2920.68  (feet)  COMP
 SU0018  MODELED GRAV-     980,546.5   (mgal)                       NAVD 88
 SU0018
 SU0018  VERT ORDER  -  FIRST     CLASS II
 SU0018
 SU0018.The horizontal coordinates were scaled from a topographic map and have
 SU0018.an estimated accuracy of +/- 6 seconds.
 SU0018
 SU0018.The orthometric height was determined by differential leveling
 SU0018.and adjusted by the National Geodetic Survey in June 1991..
 SU0018
 SU0018.The geoid height was determined by GEOID03.
 SU0018
 SU0018.The dynamic height is computed by dividing the NAVD 88
 SU0018.geopotential number by the normal gravity value computed on the
 SU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0018.degrees latitude (g = 980.6199 gals.).
 SU0018
 SU0018.The modeled gravity was interpolated from observed gravity values.
 SU0018
 SU0018;                    North         East    Units  Estimated Accuracy
 SU0018;SPC MT       -   393,030.      250,330.      MT  (+/- 180 meters Scaled)
 SU0018
 SU0018                          SUPERSEDED SURVEY CONTROL
 SU0018
 SU0018  NGVD 29 (??/??/92)  889.149  (m)         2917.15   (f) ADJ UNCH    1 2
 SU0018
 SU0018.Superseded values are not recommended for survey control.
 SU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0018.See file dsdata.txt to determine how the superseded data were derived.
 SU0018
 SU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN128861(NAD 83)
 SU0018_MARKER: DD = SURVEY DISK
 SU0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0018_STAMPING: 2
 SU0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0018+STABILITY: SURFACE MOTION
 SU0018
 SU0018  HISTORY     - Date     Condition        Report By
 SU0018  HISTORY     - UNK      MONUMENTED       USGS
 SU0018  HISTORY     - 1950     GOOD             NGS
 SU0018
 SU0018                          STATION DESCRIPTION
 SU0018
 SU0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SU0018'IN POLSON.
 SU0018'AT POLSON, IN THE SALISH HOTEL PARK, 239.2 FEET NORTH OF THE NORTHWEST
 SU0018'CORNER OF THE HOTEL BUILDING, 81 FEET WEST OF THE CENTER LINE OF 3RD
 SU0018'STREET, 28 FEET SOUTHEAST OF A 36-INCH COTTONWOOD TREE, 3.0 FEET
 SU0018'NORTHEAST OF BENCH MARK 2908 (USGS), ABOUT 1 1/2 FEET LOWER THAN THE
 SU0018'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SU0018'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0397 ***********************************************************************
 TN0397  DESIGNATION -  2
 TN0397  PID         -  TN0397
 TN0397  STATE/COUNTY-  MT/SANDERS
 TN0397  USGS QUAD   -  SMEADS BENCH (1983)
 TN0397
 TN0397                         *CURRENT SURVEY CONTROL
 TN0397  ___________________________________________________________________
 TN0397* NAD 83(1986)-  48 01 23.     (N)    115 49 43.     (W)     SCALED    
 TN0397* NAVD 88     -       682.081  (meters)    2237.79   (feet)  ADJUSTED  
 TN0397  ___________________________________________________________________
 TN0397  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TN0397  DYNAMIC HT  -         682.100 (meters)    2237.86  (feet)  COMP
 TN0397  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 TN0397
 TN0397  VERT ORDER  -  FIRST     CLASS II
 TN0397
 TN0397.The horizontal coordinates were scaled from a topographic map and have
 TN0397.an estimated accuracy of +/- 6 seconds.
 TN0397
 TN0397.The orthometric height was determined by differential leveling
 TN0397.and adjusted by the National Geodetic Survey in June 1991..
 TN0397.WARNING-Repeat measurements at this control monument indicate possible
 TN0397.vertical movement.
 TN0397
 TN0397.The geoid height was determined by GEOID03.
 TN0397
 TN0397.The dynamic height is computed by dividing the NAVD 88
 TN0397.geopotential number by the normal gravity value computed on the
 TN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0397.degrees latitude (g = 980.6199 gals.).
 TN0397
 TN0397.The modeled gravity was interpolated from observed gravity values.
 TN0397
 TN0397;                    North         East    Units  Estimated Accuracy
 TN0397;SPC MT       -   438,310.      128,660.      MT  (+/- 180 meters Scaled)
 TN0397
 TN0397                          SUPERSEDED SURVEY CONTROL
 TN0397
 TN0397  NGVD 29 (??/??/92)  680.907  (m)         2233.94   (f) ADJ UNCH    1 2
 TN0397
 TN0397.Superseded values are not recommended for survey control.
 TN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0397.See file dsdata.txt to determine how the superseded data were derived.
 TN0397
 TN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP873195(NAD 83)
 TN0397_MARKER: DD = SURVEY DISK
 TN0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0397+STABILITY: SURFACE MOTION
 TN0397
 TN0397  HISTORY     - Date     Condition        Report By
 TN0397  HISTORY     - UNK      MONUMENTED       BPR
 TN0397  HISTORY     - 1959     GOOD             NGS
 TN0397  HISTORY     - 1966     MARK NOT FOUND   USGS
 TN0397  HISTORY     - 1980     MARK NOT FOUND   NGS
 TN0397
 TN0397                          STATION DESCRIPTION
 TN0397
 TN0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TN0397'4.55 MI NW FROM NOXON.
 TN0397'0.55 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE ABANDONED
 TN0397'STATION AT NOXON, THENCE 0.4 MILE NORTH ALONG A PAVED ROAD, THENCE 3.6
 TN0397'MILES NORTHWEST ALONG U. S. HIGHWAY 10A (ALT), 0.2 MILE SOUTHEAST OF
 TN0397'THE JUNCTION OF OLD BULL RIVER ROAD, ABOUT 0.2 MILE NORTHWEST OF
 TN0397'HEREFORD GROCERY STORE, AT THE NORTHWEST END OF A CUT, 41 FEET
 TN0397'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 156 FEET SOUTHEAST OF THE
 TN0397'CENTER LINE OF A FARM ROAD LEADING NORTHEAST INTO A FIELD, 69.0 FEET
 TN0397'SOUTHEAST OF A RAILROAD SPIKE DRIVEN INTO A POWER POLE, 0.5 FEET
 TN0397'NORTHEAST OF A FENCE, 0.5 FOOT NORTHEAST OF A WITNESS POST, ABOUT 1
 TN0397'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TN0397'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 TN0397
 TN0397                          STATION RECOVERY (1966)
 TN0397
 TN0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TN0397'MARK NOT FOUND.
 TN0397
 TN0397                          STATION RECOVERY (1980)
 TN0397
 TN0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0397'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0453 ***********************************************************************
 SQ0453  DESIGNATION -  2 A
 SQ0453  PID         -  SQ0453
 SQ0453  STATE/COUNTY-  MT/VALLEY
 SQ0453  USGS QUAD   -  YORK ISLAND (1972)
 SQ0453
 SQ0453                         *CURRENT SURVEY CONTROL
 SQ0453  ___________________________________________________________________
 SQ0453* NAD 83(1986)-  47 59 57.     (N)    106 26 10.     (W)     SCALED    
 SQ0453* NAVD 88     -       675.688  (meters)    2216.82   (feet)  ADJUSTED  
 SQ0453  ___________________________________________________________________
 SQ0453  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 SQ0453  DYNAMIC HT  -         675.744 (meters)    2217.00  (feet)  COMP
 SQ0453  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 SQ0453
 SQ0453  VERT ORDER  -  FIRST     CLASS II
 SQ0453
 SQ0453.The horizontal coordinates were scaled from a topographic map and have
 SQ0453.an estimated accuracy of +/- 6 seconds.
 SQ0453
 SQ0453.The orthometric height was determined by differential leveling
 SQ0453.and adjusted by the National Geodetic Survey in June 1991..
 SQ0453
 SQ0453.The geoid height was determined by GEOID03.
 SQ0453
 SQ0453.The dynamic height is computed by dividing the NAVD 88
 SQ0453.geopotential number by the normal gravity value computed on the
 SQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0453.degrees latitude (g = 980.6199 gals.).
 SQ0453
 SQ0453.The modeled gravity was interpolated from observed gravity values.
 SQ0453
 SQ0453;                    North         East    Units  Estimated Accuracy
 SQ0453;SPC MT       -   421,070.      828,480.      MT  (+/- 180 meters Scaled)
 SQ0453
 SQ0453                          SUPERSEDED SURVEY CONTROL
 SQ0453
 SQ0453  NGVD 29 (??/??/92)  675.06   (m)         2214.8    (f) COMPUTED    1 2
 SQ0453
 SQ0453.Superseded values are not recommended for survey control.
 SQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0453.See file dsdata.txt to determine how the superseded data were derived.
 SQ0453
 SQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP928172(NAD 83)
 SQ0453_MARKER: DD = SURVEY DISK
 SQ0453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0453_STAMPING: 2A
 SQ0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0453
 SQ0453  HISTORY     - Date     Condition        Report By
 SQ0453  HISTORY     - UNK      MONUMENTED       DOD
 SQ0453  HISTORY     - 1948     GOOD             NGS
 SQ0453
 SQ0453                          STATION DESCRIPTION
 SQ0453
 SQ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0453'IN FORT PECK.
 SQ0453'AT FORT PECK, 0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST
 SQ0453'OFFICE, THENCE 0.1 MILE EAST ALONG AN ASPHALT ROAD, THENCE 1.05 MILES
 SQ0453'SOUTHEAST ALONG A GRAVELED ROAD, 430.5 FEET SOUTHWEST OF THE SOUTHWEST
 SQ0453'CORNER OF A LARGE BUILDING 170.0 FEET SOUTHWEST OF THE CENTER LINE OF
 SQ0453'A GRAVELED ROAD LEADING NORTHWEST, 112.0 FEET NORTHWEST OF THE CENTER
 SQ0453'LINE OF A GRAVELED ROAD PARALLELING THE FORT PECK DAM, SET IN THE TOP
 SQ0453'OF AN IRON PIPE FILLED WITH CONCRETE WHICH IS SET INSIDE OF ANOTHER
 SQ0453'IRON PIPE AND PROJECTS 0.4 FOOT ABOVE THE GROUND, AND SURROUNDED BY A
 SQ0453'SMALL FENCE CONSTRUCTED OF 2-INCH LUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0530 ***********************************************************************
 QY0530  DESIGNATION -  2 AM
 QY0530  PID         -  QY0530
 QY0530  STATE/COUNTY-  MT/BEAVERHEAD
 QY0530  USGS QUAD   -  BURNS MOUNTAIN (1979)
 QY0530
 QY0530                         *CURRENT SURVEY CONTROL
 QY0530  ___________________________________________________________________
 QY0530* NAD 83(1992)-  45 13 32.08615(N)    112 50 03.85986(W)     ADJUSTED  
 QY0530* NAVD 88     -      1737.0    (meters)    5699.     (feet)  VERTCON   
 QY0530  ___________________________________________________________________
 QY0530  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 QY0530  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 QY0530
 QY0530  HORZ ORDER  -  THIRD
 QY0530  VERT ORDER  -  THIRD ? (See Below)
 QY0530
 QY0530.The horizontal coordinates were established by classical geodetic methods
 QY0530.and adjusted by the National Geodetic Survey in July 1992..
 QY0530
 QY0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0530.The vertical order pertains to the NGVD 29 superseded value.
 QY0530
 QY0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0530
 QY0530.The geoid height was determined by GEOID03.
 QY0530
 QY0530;                    North         East     Units Scale Factor Converg.
 QY0530;SPC MT       -   114,004.834   338,238.922   MT  0.99987209   -2 26 20.9
 QY0530;SPC MT       -   374,031.61  1,109,707.75   iFT  0.99987209   -2 26 20.9
 QY0530;UTM  12      - 5,009,646.734   355,989.381   MT  0.99985500   -1 18 08.8
 QY0530
 QY0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0530!SPC MT       -   0.99972956  x   0.99987209  =   0.99960168
 QY0530!UTM  12      -   0.99972956  x   0.99985500  =   0.99958459
 QY0530
 QY0530:                Primary Azimuth Mark                     Grid Az
 QY0530:SPC MT       -  MAGPIE                                   212 00 10.6
 QY0530:UTM  12      -  MAGPIE                                   210 51 58.5
 QY0530
 QY0530|---------------------------------------------------------------------|
 QY0530| PID    Reference Object                     Distance      Geod. Az  |
 QY0530|                                                           dddmmss.s |
 QY0530| QY0537 MAGPIE                              APPROX. 6.6 KM 2093349.7 |
 QY0530|---------------------------------------------------------------------|
 QY0530
 QY0530                          SUPERSEDED SURVEY CONTROL
 QY0530
 QY0530  NAD 83(1986)-  45 13 32.08627(N)    112 50 03.85676(W) AD(       ) 3
 QY0530  NAD 27      -  45 13 32.36629(N)    112 50 00.74450(W) AD(       ) 3
 QY0530  NGVD 29 (07/19/86) 1735.8    (m)         5695.     (f) LEVELING    3  
 QY0530
 QY0530.Superseded values are not recommended for survey control.
 QY0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0530.See file dsdata.txt to determine how the superseded data were derived.
 QY0530
 QY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5598909647(NAD 83)
 QY0530_MARKER: DD = SURVEY DISK
 QY0530_SETTING: 0 = UNSPECIFIED SETTING
 QY0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0530
 QY0530  HISTORY     - Date     Condition        Report By
 QY0530  HISTORY     - 1950     MONUMENTED       USGS
 QY0530
 QY0530                          STATION DESCRIPTION
 QY0530
 QY0530'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0530'STATION IS LOCATED IN SEC. 16, T 7 S, R 10 W, 0.2 MI. W. OF 10 MI.
 QY0530'RD. TURNOFF N. OF RD. CENTERLINE.
 QY0530'
 QY0530'TO REACH STATION FROM DILLON, MONTANA, POST OFFICE, GO S. FOR 0.1 MI.,
 QY0530'TURN RIGHT AND GO W. CROSSING RAILROAD TRACKS FOLLOWING
 QY0530'DILLON-JACKSON ROAD 10.1 MI. TO FORK OF DILLON-JACKSON ROAD AND 10 MI.
 QY0530'RD.  CONTINUE ON MAIN RD. FOR 0.2 MI. AND STATION IS LOCATED N. OF
 QY0530'RD. CENTERLINE.
 QY0530'
 QY0530'STATION MARK--STANDARD USGS TABLET SET IN BURIED CONCRETE MONUMENT 4
 QY0530'IN. ABOVE GROUND, STAMPED ---2 AM 1950 5695---.
 QY0530'
 QY0530'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0445 ***********************************************************************
 ST0445  DESIGNATION -  2 B
 ST0445  PID         -  ST0445
 ST0445  STATE/COUNTY-  MT/MISSOULA
 ST0445  USGS QUAD   -  CONDON (1994)
 ST0445
 ST0445                         *CURRENT SURVEY CONTROL
 ST0445  ___________________________________________________________________
 ST0445* NAD 83(1986)-  47 30 35.     (N)    113 41 20.     (W)     SCALED    
 ST0445* NAVD 88     -      1173.550  (meters)    3850.22   (feet)  ADJUSTED  
 ST0445  ___________________________________________________________________
 ST0445  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 ST0445  DYNAMIC HT  -        1173.372 (meters)    3849.64  (feet)  COMP
 ST0445  MODELED GRAV-     980,421.2   (mgal)                       NAVD 88
 ST0445
 ST0445  VERT ORDER  -  SECOND    CLASS 0
 ST0445
 ST0445.The horizontal coordinates were scaled from a topographic map and have
 ST0445.an estimated accuracy of +/- 6 seconds.
 ST0445
 ST0445.The orthometric height was determined by differential leveling
 ST0445.and adjusted by the National Geodetic Survey in June 1991..
 ST0445
 ST0445.The geoid height was determined by GEOID03.
 ST0445
 ST0445.The dynamic height is computed by dividing the NAVD 88
 ST0445.geopotential number by the normal gravity value computed on the
 ST0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0445.degrees latitude (g = 980.6199 gals.).
 ST0445
 ST0445.The modeled gravity was interpolated from observed gravity values.
 ST0445
 ST0445;                    North         East    Units  Estimated Accuracy
 ST0445;SPC MT       -   370,640.      284,780.      MT  (+/- 180 meters Scaled)
 ST0445
 ST0445                          SUPERSEDED SURVEY CONTROL
 ST0445
 ST0445  NGVD 29 (??/??/92) 1172.373  (m)         3846.36   (f) ADJ UNCH    2 0
 ST0445
 ST0445.Superseded values are not recommended for survey control.
 ST0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0445.See file dsdata.txt to determine how the superseded data were derived.
 ST0445
 ST0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT975653(NAD 83)
 ST0445_MARKER: DD = SURVEY DISK
 ST0445_SETTING: 80 = SET IN A BOULDER
 ST0445_SP_SET: BOULDER
 ST0445_STAMPING: 2 B 1934
 ST0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0445+STABILITY: SURFACE MOTION
 ST0445
 ST0445  HISTORY     - Date     Condition        Report By
 ST0445  HISTORY     - 1934     MONUMENTED       USGS
 ST0445
 ST0445                          STATION DESCRIPTION
 ST0445
 ST0445'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 ST0445'0.2 MI S FROM RUMBLE CREEK.
 ST0445'0.2 MILE SOUTH ALONG STATE HIGHWAY 31 FROM RUMBLE CREEK, MISSOULA
 ST0445'COUNTY, 800 FEET SOUTH OF RUMBLE CREEK, 200 FEET NORTHEAST OF A T-ROAD
 ST0445'LEADING TO COONEY LOOKOUT, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 ST0445'ROAD, AND IN THE TOP OF A BOULDER.  A U.S. GEOLOGICAL SURVEY STANDARD
 ST0445'DISK, STAMPED 2 B 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0054 ***********************************************************************
 SR0054  DESIGNATION -  2 BOLT
 SR0054  PID         -  SR0054
 SR0054  STATE/COUNTY-  MT/PHILLIPS
 SR0054  USGS QUAD   -  DRY COULEE (1965)
 SR0054
 SR0054                         *CURRENT SURVEY CONTROL
 SR0054  ___________________________________________________________________
 SR0054* NAD 83(1986)-  47 35 37.     (N)    108 08 07.     (W)     SCALED    
 SR0054* NAVD 88     -       681.512  (meters)    2235.93   (feet)  ADJUSTED  
 SR0054  ___________________________________________________________________
 SR0054  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 SR0054  DYNAMIC HT  -         681.523 (meters)    2235.96  (feet)  COMP
 SR0054  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 SR0054
 SR0054  VERT ORDER  -  SECOND    CLASS 0
 SR0054
 SR0054.The horizontal coordinates were scaled from a topographic map and have
 SR0054.an estimated accuracy of +/- 6 seconds.
 SR0054
 SR0054.The orthometric height was determined by differential leveling
 SR0054.and adjusted by the National Geodetic Survey in June 1991..
 SR0054
 SR0054.The geoid height was determined by GEOID03.
 SR0054
 SR0054.The dynamic height is computed by dividing the NAVD 88
 SR0054.geopotential number by the normal gravity value computed on the
 SR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0054.degrees latitude (g = 980.6199 gals.).
 SR0054
 SR0054.The modeled gravity was interpolated from observed gravity values.
 SR0054
 SR0054;                    North         East    Units  Estimated Accuracy
 SR0054;SPC MT       -   372,430.      702,580.      MT  (+/- 180 meters Scaled)
 SR0054
 SR0054                          SUPERSEDED SURVEY CONTROL
 SR0054
 SR0054  NGVD 29 (??/??/92)  680.768  (m)         2233.49   (f) ADJ UNCH    2 0
 SR0054
 SR0054.Superseded values are not recommended for survey control.
 SR0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0054.See file dsdata.txt to determine how the superseded data were derived.
 SR0054
 SR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT153751(NAD 83)
 SR0054_MARKER: B = BOLT
 SR0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SR0054_SP_SET: CONCRETE SLAB
 SR0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0054
 SR0054  HISTORY     - Date     Condition        Report By
 SR0054  HISTORY     - UNK      MONUMENTED       MORC
 SR0054  HISTORY     - 1935     GOOD             NGS
 SR0054  HISTORY     - 1965     MARK NOT FOUND   USGS
 SR0054
 SR0054                          STATION DESCRIPTION
 SR0054
 SR0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SR0054'32.6 MI NE FROM WILDER.
 SR0054'IN PHILLIPS COUNTY, 12.5 MILES NORTH ALONG THE ZORTMAN ROAD FROM
 SR0054'WILDER, FERGUS COUNTY, 20.1 MILES EAST ALONG THE LEGG ROAD.  OPPOSITE
 SR0054'A DRAW, 50 FEET NORTHWEST OF A FENCE, AND 27 FEET NORTHWEST OF THE
 SR0054'CENTERLINE OF THE ROAD.
 SR0054
 SR0054                          STATION RECOVERY (1965)
 SR0054
 SR0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SR0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0053 ***********************************************************************
 SR0053  DESIGNATION -  2 CAP
 SR0053  PID         -  SR0053
 SR0053  STATE/COUNTY-  MT/PHILLIPS
 SR0053  USGS QUAD   -  DRY COULEE (1965)
 SR0053
 SR0053                         *CURRENT SURVEY CONTROL
 SR0053  ___________________________________________________________________
 SR0053* NAD 83(1986)-  47 35 37.     (N)    108 08 07.     (W)     SCALED    
 SR0053* NAVD 88     -       682.757  (meters)    2240.01   (feet)  ADJUSTED  
 SR0053  ___________________________________________________________________
 SR0053  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 SR0053  DYNAMIC HT  -         682.768 (meters)    2240.05  (feet)  COMP
 SR0053  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 SR0053
 SR0053  VERT ORDER  -  SECOND    CLASS 0
 SR0053
 SR0053.The horizontal coordinates were scaled from a topographic map and have
 SR0053.an estimated accuracy of +/- 6 seconds.
 SR0053
 SR0053.The orthometric height was determined by differential leveling
 SR0053.and adjusted by the National Geodetic Survey in June 1991..
 SR0053
 SR0053.The geoid height was determined by GEOID03.
 SR0053
 SR0053.The dynamic height is computed by dividing the NAVD 88
 SR0053.geopotential number by the normal gravity value computed on the
 SR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0053.degrees latitude (g = 980.6199 gals.).
 SR0053
 SR0053.The modeled gravity was interpolated from observed gravity values.
 SR0053
 SR0053;                    North         East    Units  Estimated Accuracy
 SR0053;SPC MT       -   372,430.      702,580.      MT  (+/- 180 meters Scaled)
 SR0053
 SR0053                          SUPERSEDED SURVEY CONTROL
 SR0053
 SR0053  NGVD 29 (??/??/92)  682.012  (m)         2237.57   (f) ADJ UNCH    2 0
 SR0053
 SR0053.Superseded values are not recommended for survey control.
 SR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0053.See file dsdata.txt to determine how the superseded data were derived.
 SR0053
 SR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT153751(NAD 83)
 SR0053_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SR0053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0053
 SR0053  HISTORY     - Date     Condition        Report By
 SR0053  HISTORY     - UNK      MONUMENTED       MORC
 SR0053  HISTORY     - 1935     GOOD             NGS
 SR0053
 SR0053                          STATION DESCRIPTION
 SR0053
 SR0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SR0053'32.6 MI NE FROM WILDER.
 SR0053'IN PHILLIPS COUNTY, 12.5 MILES NORTH ALONG THE ZORTMAN ROAD FROM
 SR0053'WILDER, FERGUS COUNTY, 20.1 MILES EAST ALONG THE LEGG ROAD.  OPPOSITE
 SR0053'A DRAW, 50 FEET NORTHWEST OF A FENCE, AND 27 FEET NORTHWEST OF THE
 SR0053'CENTERLINE OF THE ROAD.  A MISSOURI RIVER COMMISSION STANDARD CAP,
 SR0053'FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0651 ***********************************************************************
 QW0651  DESIGNATION -  2 DHW
 QW0651  PID         -  QW0651
 QW0651  STATE/COUNTY-  MT/YELLOWSTONE
 QW0651  USGS QUAD   -  BILLINGS EAST (1975)
 QW0651
 QW0651                         *CURRENT SURVEY CONTROL
 QW0651  ___________________________________________________________________
 QW0651* NAD 83(1986)-  45 46 50.     (N)    108 24 04.     (W)     SCALED    
 QW0651* NAVD 88     -      1025.204  (meters)    3363.52   (feet)  POSTED    
 QW0651  ___________________________________________________________________
 QW0651  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 QW0651  DYNAMIC HT  -        1024.980 (meters)    3362.79  (feet)  COMP
 QW0651  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 QW0651
 QW0651  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0651
 QW0651.The horizontal coordinates were scaled from a topographic map and have
 QW0651.an estimated accuracy of +/- 6 seconds.
 QW0651
 QW0651.The orthometric height was determined by differential leveling
 QW0651.and adjusted by the National Geodetic Survey in 1992..
 QW0651.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0651.rate of 0.0 thru 1.0 mm/km.
 QW0651
 QW0651.The geoid height was determined by GEOID03.
 QW0651
 QW0651.The dynamic height is computed by dividing the NAVD 88
 QW0651.geopotential number by the normal gravity value computed on the
 QW0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0651.degrees latitude (g = 980.6199 gals.).
 QW0651
 QW0651.The modeled gravity was interpolated from observed gravity values.
 QW0651
 QW0651;                    North         East    Units  Estimated Accuracy
 QW0651;SPC MT       -   170,700.      685,420.      MT  (+/- 180 meters Scaled)
 QW0651
 QW0651                          SUPERSEDED SURVEY CONTROL
 QW0651
 QW0651  NGVD 29 (??/??/92) 1024.42   (m)         3361.0    (f) COMPUTED    3 0
 QW0651
 QW0651.Superseded values are not recommended for survey control.
 QW0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0651.See file dsdata.txt to determine how the superseded data were derived.
 QW0651
 QW0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR020729(NAD 83)
 QW0651_MARKER: DB = BENCH MARK DISK
 QW0651_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0651_SP_SET: PREFAB CONC. POST IN EARTH
 QW0651_STAMPING: 2 DHW 1967
 QW0651_MARK LOGO: USGS  
 QW0651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0651+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0651
 QW0651  HISTORY     - Date     Condition        Report By
 QW0651  HISTORY     - 1967     MONUMENTED       USGS
 QW0651
 QW0651                          STATION DESCRIPTION
 QW0651
 QW0651'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0651'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 2.1 MILES
 QW0651'SOUTHEAST ALONG U S HIGHWAY 87 TO THE RANCH HOUSE OF MR. B. CASPER,
 QW0651'NEAR THE WEST CORNER OF SECTION 4/TOWNSHIP 1 SOUTH/RANGE 27 EAST, ON
 QW0651'THE TOP OF A SMALL HILL, 143 FEET NORTH OF THE CENTERLINE OF THE
 QW0651'HIGHWAY 87-212, 59 FEET WEST OF A DRIVEWAY, 10 FEET SOUTHWEST OF A
 QW0651'POWER POLE, 7 FEET EAST OF A NORTH-SOUTH FENCE, A WITNESS SIGN IS
 QW0651'NAILED TO A POWER POLE.  SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0366 ***********************************************************************
 QU0366  DESIGNATION -  2 JLP
 QU0366  PID         -  QU0366
 QU0366  STATE/COUNTY-  MT/POWDER RIVER
 QU0366  USGS QUAD   -  BLOOM CREEK (1995)
 QU0366
 QU0366                         *CURRENT SURVEY CONTROL
 QU0366  ___________________________________________________________________
 QU0366* NAD 83(1986)-  45 13 41.     (N)    105 50 33.     (W)     SCALED    
 QU0366* NAVD 88     -      1077.151  (meters)    3533.95   (feet)  ADJUSTED  
 QU0366  ___________________________________________________________________
 QU0366  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 QU0366  DYNAMIC HT  -        1076.859 (meters)    3532.99  (feet)  COMP
 QU0366  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 QU0366
 QU0366  VERT ORDER  -  THIRD
 QU0366
 QU0366.The horizontal coordinates were scaled from a topographic map and have
 QU0366.an estimated accuracy of +/- 6 seconds.
 QU0366
 QU0366.The orthometric height was determined by differential leveling
 QU0366.and adjusted by the National Geodetic Survey in June 1991..
 QU0366
 QU0366.The geoid height was determined by GEOID03.
 QU0366
 QU0366.The dynamic height is computed by dividing the NAVD 88
 QU0366.geopotential number by the normal gravity value computed on the
 QU0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0366.degrees latitude (g = 980.6199 gals.).
 QU0366
 QU0366.The modeled gravity was interpolated from observed gravity values.
 QU0366
 QU0366;                    North         East    Units  Estimated Accuracy
 QU0366;SPC MT       -   115,410.      887,100.      MT  (+/- 180 meters Scaled)
 QU0366
 QU0366                          SUPERSEDED SURVEY CONTROL
 QU0366
 QU0366  NGVD 29 (??/??/92) 1076.49   (m)         3531.8    (f) COMPUTED    3 0
 QU0366
 QU0366.Superseded values are not recommended for survey control.
 QU0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0366.See file dsdata.txt to determine how the superseded data were derived.
 QU0366
 QU0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL338086(NAD 83)
 QU0366_MARKER: DB = BENCH MARK DISK
 QU0366_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QU0366_SP_SET: PREFAB CONC. POST IN EARTH
 QU0366_STAMPING: 2 JLP 1966
 QU0366_MARK LOGO: USGS  
 QU0366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QU0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0366+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QU0366
 QU0366  HISTORY     - Date     Condition        Report By
 QU0366  HISTORY     - 1966     MONUMENTED       USGS
 QU0366
 QU0366                          STATION DESCRIPTION
 QU0366
 QU0366'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QU0366'FROM BROADUS, MONTANA POST OFFICE, PROCEED 25.4 MILES SOUTHWEST ALONG
 QU0366'MOORHEAD ROAD, THENCE 5.0 MILES NORTHWEST ALONG BLOOM CREEK ROAD, 0.6
 QU0366'MILES NORTHWEST OF A ROAD JUNCTION AND SIGN - N. FORK BLOOM CREEK,
 QU0366'IN THE NORTH HALF OF SECTION 16/TOWNSHIP 7 SOUTH/RANGE 48 EAST, 950
 QU0366'FEET WEST OF THE ROAD AT A DEEP DRAIN CROSSING, 81 FEET SOUTH OF THE
 QU0366'ROAD, 5 FEET EAST OF AN ANGLE IN A RIGHT-OF-WAY FENCE, 3 FEET WEST OF
 QU0366'A CONCRETE RIGHT-OF-WAY MARKER, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0509 ***********************************************************************
 SS0509  DESIGNATION -  2 JRM
 SS0509  PID         -  SS0509
 SS0509  STATE/COUNTY-  MT/CASCADE
 SS0509  USGS QUAD   -  ARMINGTON (1982)
 SS0509
 SS0509                         *CURRENT SURVEY CONTROL
 SS0509  ___________________________________________________________________
 SS0509* NAD 83(1986)-  47 21 24.     (N)    110 57 32.     (W)     SCALED    
 SS0509* NAVD 88     -      1226.073  (meters)    4022.54   (feet)  ADJUSTED  
 SS0509  ___________________________________________________________________
 SS0509  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS0509  DYNAMIC HT  -        1225.944 (meters)    4022.12  (feet)  COMP
 SS0509  MODELED GRAV-     980,464.3   (mgal)                       NAVD 88
 SS0509
 SS0509  VERT ORDER  -  SECOND    CLASS 0
 SS0509
 SS0509.The horizontal coordinates were scaled from a topographic map and have
 SS0509.an estimated accuracy of +/- 6 seconds.
 SS0509
 SS0509.The orthometric height was determined by differential leveling
 SS0509.and adjusted by the National Geodetic Survey in June 1991..
 SS0509
 SS0509.The geoid height was determined by GEOID03.
 SS0509
 SS0509.The dynamic height is computed by dividing the NAVD 88
 SS0509.geopotential number by the normal gravity value computed on the
 SS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0509.degrees latitude (g = 980.6199 gals.).
 SS0509
 SS0509.The modeled gravity was interpolated from observed gravity values.
 SS0509
 SS0509;                    North         East    Units  Estimated Accuracy
 SS0509;SPC MT       -   346,230.      489,860.      MT  (+/- 180 meters Scaled)
 SS0509
 SS0509                          SUPERSEDED SURVEY CONTROL
 SS0509
 SS0509  NGVD 29 (??/??/92) 1225.138  (m)         4019.47   (f) ADJ UNCH    2 0
 SS0509
 SS0509.Superseded values are not recommended for survey control.
 SS0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0509.See file dsdata.txt to determine how the superseded data were derived.
 SS0509
 SS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT031448(NAD 83)
 SS0509_MARKER: DD = SURVEY DISK
 SS0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0509_STAMPING: 2 JRM 1953 4020
 SS0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0509+STABILITY: SURFACE MOTION
 SS0509
 SS0509  HISTORY     - Date     Condition        Report By
 SS0509  HISTORY     - 1953     MONUMENTED       USGS
 SS0509  HISTORY     - 1961     GOOD             NGS
 SS0509
 SS0509                          STATION DESCRIPTION
 SS0509
 SS0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0509'3.1 MI SW FROM BELT.
 SS0509'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0509'OVERPASS AT BELT, THENCE 1.65 MILES SOUTH ALONG A COUNTY ROAD, AT THE
 SS0509'JUNCTION OF A DRIVEWAY LEADING WEST, 41 FEET WEST OF THE CENTER LINE
 SS0509'OF THE ROAD, 65 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 185
 SS0509'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE, 35 FEET
 SS0509'NORTH-NORTHWEST OF THE NORTH EDGE OF A CATTLEGUARD, 2.0 FEET EAST OF A
 SS0509'FENCE, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SS0509'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SS0509'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0626 ***********************************************************************
 RU0626  DESIGNATION -  2 JRP
 RU0626  PID         -  RU0626
 RU0626  STATE/COUNTY-  MT/ROSEBUD
 RU0626  USGS QUAD   -  INDIAN CREEK (1971)
 RU0626
 RU0626                         *CURRENT SURVEY CONTROL
 RU0626  ___________________________________________________________________
 RU0626* NAD 83(1986)-  46 14 49.     (N)    106 21 45.     (W)     SCALED    
 RU0626* NAVD 88     -       821.718  (meters)    2695.92   (feet)  ADJUSTED  
 RU0626  ___________________________________________________________________
 RU0626  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 RU0626  DYNAMIC HT  -         821.632 (meters)    2695.64  (feet)  COMP
 RU0626  MODELED GRAV-     980,481.9   (mgal)                       NAVD 88
 RU0626
 RU0626  VERT ORDER  -  THIRD
 RU0626
 RU0626.The horizontal coordinates were scaled from a topographic map and have
 RU0626.an estimated accuracy of +/- 6 seconds.
 RU0626
 RU0626.The orthometric height was determined by differential leveling
 RU0626.and adjusted by the National Geodetic Survey in June 1991..
 RU0626
 RU0626.The geoid height was determined by GEOID03.
 RU0626
 RU0626.The dynamic height is computed by dividing the NAVD 88
 RU0626.geopotential number by the normal gravity value computed on the
 RU0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0626.degrees latitude (g = 980.6199 gals.).
 RU0626
 RU0626.The modeled gravity was interpolated from observed gravity values.
 RU0626
 RU0626;                    North         East    Units  Estimated Accuracy
 RU0626;SPC MT       -   226,760.      841,770.      MT  (+/- 180 meters Scaled)
 RU0626
 RU0626                          SUPERSEDED SURVEY CONTROL
 RU0626
 RU0626  NGVD 29 (??/??/92)  821.10   (m)         2693.9    (f) COMPUTED    3 0
 RU0626
 RU0626.Superseded values are not recommended for survey control.
 RU0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0626.See file dsdata.txt to determine how the superseded data were derived.
 RU0626
 RU0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM949223(NAD 83)
 RU0626_MARKER: I = METAL ROD
 RU0626_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0626_SP_SET: COPPER-CLAD STEEL ROD
 RU0626_STAMPING: 2 JRP 1969
 RU0626_MARK LOGO: NONE  
 RU0626_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RU0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0626+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0626
 RU0626  HISTORY     - Date     Condition        Report By
 RU0626  HISTORY     - 1969     MONUMENTED       USGS
 RU0626
 RU0626                          STATION DESCRIPTION
 RU0626
 RU0626'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0626'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0626'AND 12, THENCE 1.4 MILES SOUTH ALONG SWEENEY CREEK ROAD, 23 FEET WEST
 RU0626'AND 1 FOOT LOWER THAN THE CENTER OF THE ROAD, 35 FEET SOUTH AND 4
 RU0626'FEET EAST OF A R.E.A POWERLINE POLE, 1 FOOT EAST OF A RIGHT-OF-WAY
 RU0626'FENCE, 2 FEET SOUTH OF AN IRON WITNESS POST.  A COPPER-CLAD STEEL ROD
 RU0626'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0697 ***********************************************************************
 QW0697  DESIGNATION -  2 JRP
 QW0697  PID         -  QW0697
 QW0697  STATE/COUNTY-  MT/CARBON
 QW0697  USGS QUAD   -  EDGAR (1956)
 QW0697
 QW0697                         *CURRENT SURVEY CONTROL
 QW0697  ___________________________________________________________________
 QW0697* NAD 83(1986)-  45 27 49.     (N)    108 49 08.     (W)     SCALED    
 QW0697* NAVD 88     -      1072.692  (meters)    3519.32   (feet)  POSTED    
 QW0697  ___________________________________________________________________
 QW0697  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 QW0697  DYNAMIC HT  -        1072.420 (meters)    3518.43  (feet)  COMP
 QW0697  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 QW0697
 QW0697  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0697
 QW0697.The horizontal coordinates were scaled from a topographic map and have
 QW0697.an estimated accuracy of +/- 6 seconds.
 QW0697
 QW0697.The orthometric height was determined by differential leveling
 QW0697.and adjusted by the National Geodetic Survey in 1992..
 QW0697.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0697.rate of 0.0 thru 1.0 mm/km.
 QW0697
 QW0697.The geoid height was determined by GEOID03.
 QW0697
 QW0697.The dynamic height is computed by dividing the NAVD 88
 QW0697.geopotential number by the normal gravity value computed on the
 QW0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0697.degrees latitude (g = 980.6199 gals.).
 QW0697
 QW0697.The modeled gravity was interpolated from observed gravity values.
 QW0697
 QW0697;                    North         East    Units  Estimated Accuracy
 QW0697;SPC MT       -   135,110.      653,260.      MT  (+/- 180 meters Scaled)
 QW0697
 QW0697                          SUPERSEDED SURVEY CONTROL
 QW0697
 QW0697  NGVD 29 (??/??/92) 1071.86   (m)         3516.6    (f) COMPUTED    3 0
 QW0697
 QW0697.Superseded values are not recommended for survey control.
 QW0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0697.See file dsdata.txt to determine how the superseded data were derived.
 QW0697
 QW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR705367(NAD 83)
 QW0697_MARKER: DB = BENCH MARK DISK
 QW0697_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0697_SP_SET: PREFAB CONC. POST IN EARTH
 QW0697_STAMPING: 2 JRP 1967
 QW0697_MARK LOGO: USGS  
 QW0697_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0697+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0697
 QW0697  HISTORY     - Date     Condition        Report By
 QW0697  HISTORY     - 1967     MONUMENTED       USGS
 QW0697
 QW0697                          STATION DESCRIPTION
 QW0697
 QW0697'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0697'FROM EDGAR, MONTANA POST OFFICE, PROCEED 2.0 MILES EAST ALONG PRYOR
 QW0697'ROAD, 70 FEET EAST OF A BEND IN A CREEK, 47 FEET NORTH OF THE ROAD, 7
 QW0697'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE AND
 QW0697'5.8 FEET LOWER THAN THE ROAD, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0340 ***********************************************************************
 QU0340  DESIGNATION -  2 RCN
 QU0340  PID         -  QU0340
 QU0340  STATE/COUNTY-  MT/CARTER
 QU0340  USGS QUAD   -  STAGVILLE DRAW (1993)
 QU0340
 QU0340                         *CURRENT SURVEY CONTROL
 QU0340  ___________________________________________________________________
 QU0340* NAD 83(1986)-  45 51 03.     (N)    104 34 29.     (W)     SCALED    
 QU0340* NAVD 88     -      1101.535  (meters)    3613.95   (feet)  ADJUSTED  
 QU0340  ___________________________________________________________________
 QU0340  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 QU0340  DYNAMIC HT  -        1101.311 (meters)    3613.22  (feet)  COMP
 QU0340  MODELED GRAV-     980,373.6   (mgal)                       NAVD 88
 QU0340
 QU0340  VERT ORDER  -  THIRD
 QU0340
 QU0340.The horizontal coordinates were scaled from a topographic map and have
 QU0340.an estimated accuracy of +/- 6 seconds.
 QU0340
 QU0340.The orthometric height was determined by differential leveling
 QU0340.and adjusted by the National Geodetic Survey in June 1991..
 QU0340
 QU0340.The geoid height was determined by GEOID03.
 QU0340
 QU0340.The dynamic height is computed by dividing the NAVD 88
 QU0340.geopotential number by the normal gravity value computed on the
 QU0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0340.degrees latitude (g = 980.6199 gals.).
 QU0340
 QU0340.The modeled gravity was interpolated from observed gravity values.
 QU0340
 QU0340;                    North         East    Units  Estimated Accuracy
 QU0340;SPC MT       -   189,920.      982,150.      MT  (+/- 180 meters Scaled)
 QU0340
 QU0340                          SUPERSEDED SURVEY CONTROL
 QU0340
 QU0340  NGVD 29 (??/??/92) 1100.90   (m)         3611.9    (f) COMPUTED    3 0
 QU0340
 QU0340.Superseded values are not recommended for survey control.
 QU0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0340.See file dsdata.txt to determine how the superseded data were derived.
 QU0340
 QU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL330775(NAD 83)
 QU0340_MARKER: DB = BENCH MARK DISK
 QU0340_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0340_SP_SET: COPPER-CLAD STEEL ROD
 QU0340_STAMPING: 2 RCN 1973 3612
 QU0340_MARK LOGO: USGS  
 QU0340_PROJECTION: FLUSH
 QU0340_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0340+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0340_ROD/PIPE-DEPTH: 15   meters
 QU0340
 QU0340  HISTORY     - Date     Condition        Report By
 QU0340  HISTORY     - 1973     MONUMENTED       USGS
 QU0340
 QU0340                          STATION DESCRIPTION
 QU0340
 QU0340'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0340'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 4.2 MILES SOUTH ALONG CHALK
 QU0340'BUTTES ROAD TO A ROAD FORKING TO DUGAN DRAW, 2 FEET NORTH OF THE
 QU0340'FENCE CORNER, 41 FEET EAST OF A CATTLEGUARD AT THE ROAD FORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0198 ***********************************************************************
 ST0198  DESIGNATION -  2 RDS
 ST0198  PID         -  ST0198
 ST0198  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0198  USGS QUAD   -  LOWRY (1987)
 ST0198
 ST0198                         *CURRENT SURVEY CONTROL
 ST0198  ___________________________________________________________________
 ST0198* NAD 83(1986)-  47 30 19.     (N)    112 03 17.     (W)     SCALED    
 ST0198* NAVD 88     -      1144.143  (meters)    3753.74   (feet)  ADJUSTED  
 ST0198  ___________________________________________________________________
 ST0198  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 ST0198  DYNAMIC HT  -        1144.018 (meters)    3753.33  (feet)  COMP
 ST0198  MODELED GRAV-     980,464.4   (mgal)                       NAVD 88
 ST0198
 ST0198  VERT ORDER  -  SECOND    CLASS 0
 ST0198
 ST0198.The horizontal coordinates were scaled from a topographic map and have
 ST0198.an estimated accuracy of +/- 6 seconds.
 ST0198
 ST0198.The orthometric height was determined by differential leveling
 ST0198.and adjusted by the National Geodetic Survey in June 1991..
 ST0198
 ST0198.The geoid height was determined by GEOID03.
 ST0198
 ST0198.The dynamic height is computed by dividing the NAVD 88
 ST0198.geopotential number by the normal gravity value computed on the
 ST0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0198.degrees latitude (g = 980.6199 gals.).
 ST0198
 ST0198.The modeled gravity was interpolated from observed gravity values.
 ST0198
 ST0198;                    North         East    Units  Estimated Accuracy
 ST0198;SPC MT       -   364,860.      407,680.      MT  (+/- 180 meters Scaled)
 ST0198
 ST0198                          SUPERSEDED SURVEY CONTROL
 ST0198
 ST0198  NGVD 29 (??/??/92) 1143.168  (m)         3750.54   (f) ADJ UNCH    2 0
 ST0198
 ST0198.Superseded values are not recommended for survey control.
 ST0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0198.See file dsdata.txt to determine how the superseded data were derived.
 ST0198
 ST0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT205618(NAD 83)
 ST0198_MARKER: DD = SURVEY DISK
 ST0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0198_STAMPING: 2 RDS 1957
 ST0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0198+STABILITY: SURFACE MOTION
 ST0198
 ST0198  HISTORY     - Date     Condition        Report By
 ST0198  HISTORY     - 1957     MONUMENTED       USGS
 ST0198  HISTORY     - 1961     GOOD             NGS
 ST0198
 ST0198                          STATION DESCRIPTION
 ST0198
 ST0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0198'6.0 MI W FROM SIMMS.
 ST0198'6.0 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0198'HIGHWAY 20 AT SIMMS, 0.35 MILE WEST OF THE CASCADE-LEWIS- AND CLARK
 ST0198'COUNTY LINE, 0.05 MILES EAST OF THE JUNCTION OF A PRIVATE ROAD LEADING
 ST0198'NORTH, ON TOP AND NEAR THE EAST END OF A LONG LOW CUT BANK, 48 FEET
 ST0198'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET NORTH OF A FENCE,
 ST0198'1.2 FEET SOUTH OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE
 ST0198'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 ST0198'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0506 ***********************************************************************
 RU0506  DESIGNATION -  2 RDS
 RU0506  PID         -  RU0506
 RU0506  STATE/COUNTY-  MT/ROSEBUD
 RU0506  USGS QUAD   -  MELSTONE NE (1980)
 RU0506
 RU0506                         *CURRENT SURVEY CONTROL
 RU0506  ___________________________________________________________________
 RU0506* NAD 83(1986)-  46 39 16.     (N)    107 47 37.     (W)     SCALED    
 RU0506* NAVD 88     -       864.666  (meters)    2836.82   (feet)  ADJUSTED  
 RU0506  ___________________________________________________________________
 RU0506  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 RU0506  DYNAMIC HT  -         864.593 (meters)    2836.59  (feet)  COMP
 RU0506  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 RU0506
 RU0506  VERT ORDER  -  SECOND    CLASS 0
 RU0506
 RU0506.The horizontal coordinates were scaled from a topographic map and have
 RU0506.an estimated accuracy of +/- 6 seconds.
 RU0506
 RU0506.The orthometric height was determined by differential leveling
 RU0506.and adjusted by the National Geodetic Survey in June 1991..
 RU0506
 RU0506.The geoid height was determined by GEOID03.
 RU0506
 RU0506.The dynamic height is computed by dividing the NAVD 88
 RU0506.geopotential number by the normal gravity value computed on the
 RU0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0506.degrees latitude (g = 980.6199 gals.).
 RU0506
 RU0506.The modeled gravity was interpolated from observed gravity values.
 RU0506
 RU0506;                    North         East    Units  Estimated Accuracy
 RU0506;SPC MT       -   268,610.      730,530.      MT  (+/- 180 meters Scaled)
 RU0506
 RU0506                          SUPERSEDED SURVEY CONTROL
 RU0506
 RU0506  NGVD 29 (??/??/92)  864.02   (m)         2834.7    (f) COMPUTED    2 0
 RU0506
 RU0506.Superseded values are not recommended for survey control.
 RU0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0506.See file dsdata.txt to determine how the superseded data were derived.
 RU0506
 RU0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM862705(NAD 83)
 RU0506_MARKER: DB = BENCH MARK DISK
 RU0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0506_SP_SET: CONCRETE POST
 RU0506_STAMPING: 2 RDS 1962
 RU0506_MARK LOGO: USGS  
 RU0506_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0506+STABILITY: SURFACE MOTION
 RU0506
 RU0506  HISTORY     - Date     Condition        Report By
 RU0506  HISTORY     - 1962     MONUMENTED       USGS
 RU0506
 RU0506                          STATION DESCRIPTION
 RU0506
 RU0506'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0506'9.3 KM (5.80 MI) NE FROM MELSTONE.
 RU0506'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0506'THENCE 1.4 MILES NORTH ALONG A GRADED ROAD, NEAR THE CORNER OF
 RU0506'SECTION 2, 3, 10, 11, T. 10 N., R. 31 E., 30 FEET EAST OF THE CENTER
 RU0506'OF THE ROAD AT CATTLEGUARD AND EAST-WEST FENCE LINE, 2 FEET NORTH OF
 RU0506'THE FENCE LINE.
 RU0506'THE MARK IS 2.7 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0019 ***********************************************************************
 SU0019  DESIGNATION -  2 RESET
 SU0019  PID         -  SU0019
 SU0019  STATE/COUNTY-  MT/LAKE
 SU0019  USGS QUAD   -  POLSON (1964)
 SU0019
 SU0019                         *CURRENT SURVEY CONTROL
 SU0019  ___________________________________________________________________
 SU0019* NAD 83(1986)-  47 41 42.     (N)    114 09 48.     (W)     SCALED    
 SU0019* NAVD 88     -       888.772  (meters)    2915.91   (feet)  ADJUSTED  
 SU0019  ___________________________________________________________________
 SU0019  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 SU0019  DYNAMIC HT  -         888.740 (meters)    2915.81  (feet)  COMP
 SU0019  MODELED GRAV-     980,547.3   (mgal)                       NAVD 88
 SU0019
 SU0019  VERT ORDER  -  FIRST     CLASS II
 SU0019
 SU0019.The horizontal coordinates were scaled from a topographic map and have
 SU0019.an estimated accuracy of +/- 6 seconds.
 SU0019
 SU0019.The orthometric height was determined by differential leveling
 SU0019.and adjusted by the National Geodetic Survey in June 1991..
 SU0019
 SU0019.The geoid height was determined by GEOID03.
 SU0019
 SU0019.The dynamic height is computed by dividing the NAVD 88
 SU0019.geopotential number by the normal gravity value computed on the
 SU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0019.degrees latitude (g = 980.6199 gals.).
 SU0019
 SU0019.The modeled gravity was interpolated from observed gravity values.
 SU0019
 SU0019;                    North         East    Units  Estimated Accuracy
 SU0019;SPC MT       -   393,210.      250,350.      MT  (+/- 180 meters Scaled)
 SU0019
 SU0019                          SUPERSEDED SURVEY CONTROL
 SU0019
 SU0019  NGVD 29 (??/??/92)  887.676  (m)         2912.32   (f) ADJ UNCH    1 2
 SU0019
 SU0019.Superseded values are not recommended for survey control.
 SU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0019.See file dsdata.txt to determine how the superseded data were derived.
 SU0019
 SU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN128863(NAD 83)
 SU0019_MARKER: DD = SURVEY DISK
 SU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0019_STAMPING: 2 RESET 1942
 SU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0019+STABILITY: SURFACE MOTION
 SU0019
 SU0019  HISTORY     - Date     Condition        Report By
 SU0019  HISTORY     - 1942     MONUMENTED       LOCSUR
 SU0019  HISTORY     - 1961     GOOD             NGS
 SU0019  HISTORY     - 1979     GOOD             NGS
 SU0019
 SU0019                          STATION DESCRIPTION
 SU0019
 SU0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SU0019'IN POLSON.
 SU0019'AT POLSON, LAKE COUNTY, ON THIRD STREET, AT THE SALISH HOTEL, IN THE
 SU0019'HOTEL PARK, 239.2 FEET NORTH OF THE NORTHWEST CORNER OF THE HOTEL
 SU0019'BUILDING, 81 FEET WEST OF THE CENTERLINE OF THE STREET, 28 FEET
 SU0019'SOUTHEAST OF A 36-INCH COTTONWOOD TREE, 3 FEET NORTHEAST OF BENCH MARK
 SU0019'2908 (USGS) RESET DESCRIBED BELOW, AND 1-1/2 FEET LOWER THAN THE
 SU0019'STREET.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2
 SU0019'RESET 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SU0019'ABOVE GROUND.
 SU0019
 SU0019                          STATION RECOVERY (1979)
 SU0019
 SU0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0019'ADD--2.0 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION
 SU0019'WITH STATE HIGHWAY 35 IN POLSON.  ADD--0.05 MILE NORTHEAST OF THE
 SU0019'EAST END OF THE FLATHEAD RIVER BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0970 ***********************************************************************
 TN0970  DESIGNATION -  2 RHM
 TN0970  PID         -  TN0970
 TN0970  STATE/COUNTY-  MT/LINCOLN
 TN0970  USGS QUAD   -  LIBBY (1983)
 TN0970
 TN0970                         *CURRENT SURVEY CONTROL
 TN0970  ___________________________________________________________________
 TN0970* NAD 83(1986)-  48 26 32.     (N)    115 33 28.     (W)     SCALED    
 TN0970* NAVD 88     -       761.386  (meters)    2497.98   (feet)  ADJUSTED  
 TN0970  ___________________________________________________________________
 TN0970  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TN0970  DYNAMIC HT  -         761.428 (meters)    2498.12  (feet)  COMP
 TN0970  MODELED GRAV-     980,641.9   (mgal)                       NAVD 88
 TN0970
 TN0970  VERT ORDER  -  THIRD
 TN0970
 TN0970.The horizontal coordinates were scaled from a topographic map and have
 TN0970.an estimated accuracy of +/- 6 seconds.
 TN0970
 TN0970.The orthometric height was determined by differential leveling
 TN0970.and adjusted by the National Geodetic Survey in June 1991..
 TN0970
 TN0970.The geoid height was determined by GEOID03.
 TN0970
 TN0970.The dynamic height is computed by dividing the NAVD 88
 TN0970.geopotential number by the normal gravity value computed on the
 TN0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0970.degrees latitude (g = 980.6199 gals.).
 TN0970
 TN0970.The modeled gravity was interpolated from observed gravity values.
 TN0970
 TN0970;                    North         East    Units  Estimated Accuracy
 TN0970;SPC MT       -   483,170.      152,390.      MT  (+/- 180 meters Scaled)
 TN0970
 TN0970                          SUPERSEDED SURVEY CONTROL
 TN0970
 TN0970  NGVD 29 (??/??/92)  760.18   (m)         2494.0    (f) COMPUTED    3 0
 TN0970
 TN0970.Superseded values are not recommended for survey control.
 TN0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0970.See file dsdata.txt to determine how the superseded data were derived.
 TN0970
 TN0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP066664(NAD 83)
 TN0970_MARKER: DB = BENCH MARK DISK
 TN0970_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN0970_SP_SET: PREFAB CONC. POST IN EARTH
 TN0970_STAMPING: 2 RHM 1963
 TN0970_MARK LOGO: USGS  
 TN0970_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0970+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0970
 TN0970  HISTORY     - Date     Condition        Report By
 TN0970  HISTORY     - 1963     MONUMENTED       USGS
 TN0970
 TN0970                          STATION DESCRIPTION
 TN0970
 TN0970'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0970'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0970'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68, THENCE 3.9 MILES
 TN0970'NORTH ALONG FOREST SERVICE ROAD 68 TO A JUNCTION SOUTHWEST, IN THE
 TN0970'NORTHWEST 1/4 CORNER OF SECTION 21/TOWNSHIP 31 NORTH/RANGE 31 WEST,
 TN0970'80 FEET SOUTH AND 50 FEET WEST OF A Y-JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1069 ***********************************************************************
 SU1069  DESIGNATION -  2 RHM
 SU1069  PID         -  SU1069
 SU1069  STATE/COUNTY-  MT/FLATHEAD
 SU1069  USGS QUAD   -  SHRODER CREEK (1964)
 SU1069
 SU1069                         *CURRENT SURVEY CONTROL
 SU1069  ___________________________________________________________________
 SU1069* NAD 83(1986)-  47 58 23.     (N)    114 57 54.     (W)     SCALED    
 SU1069* NAVD 88     -      1020.261  (meters)    3347.31   (feet)  ADJUSTED  
 SU1069  ___________________________________________________________________
 SU1069  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 SU1069  DYNAMIC HT  -        1020.227 (meters)    3347.19  (feet)  COMP
 SU1069  MODELED GRAV-     980,544.4   (mgal)                       NAVD 88
 SU1069
 SU1069  VERT ORDER  -  THIRD
 SU1069
 SU1069.The horizontal coordinates were scaled from a topographic map and have
 SU1069.an estimated accuracy of +/- 6 seconds.
 SU1069
 SU1069.The orthometric height was determined by differential leveling
 SU1069.and adjusted by the National Geodetic Survey in June 1991..
 SU1069
 SU1069.The geoid height was determined by GEOID03.
 SU1069
 SU1069.The dynamic height is computed by dividing the NAVD 88
 SU1069.geopotential number by the normal gravity value computed on the
 SU1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1069.degrees latitude (g = 980.6199 gals.).
 SU1069
 SU1069.The modeled gravity was interpolated from observed gravity values.
 SU1069
 SU1069;                    North         East    Units  Estimated Accuracy
 SU1069;SPC MT       -   427,920.      192,480.      MT  (+/- 180 meters Scaled)
 SU1069
 SU1069                          SUPERSEDED SURVEY CONTROL
 SU1069
 SU1069  NGVD 29 (??/??/92) 1019.08   (m)         3343.4    (f) COMPUTED    3 0
 SU1069
 SU1069.Superseded values are not recommended for survey control.
 SU1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1069.See file dsdata.txt to determine how the superseded data were derived.
 SU1069
 SU1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP518153(NAD 83)
 SU1069_MARKER: DB = BENCH MARK DISK
 SU1069_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1069_SP_SET: PREFAB CONC. POST IN EARTH
 SU1069_STAMPING: 2 RHM 1964
 SU1069_MARK LOGO: USGS  
 SU1069_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1069+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1069
 SU1069  HISTORY     - Date     Condition        Report By
 SU1069  HISTORY     - 1964     MONUMENTED       USGS
 SU1069
 SU1069                          STATION DESCRIPTION
 SU1069
 SU1069'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1069'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1069'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 4.0 MILES
 SU1069'SOUTH ALONG THOMPSON RIVER ROAD TO A CLEARING EAST, 21 FEET NORTH OF
 SU1069'TWO TALL TAMARACK TREES AND A FENCE CORNER AND 56 FEET WEST OF MAIN
 SU1069'ROAD AND 1.5 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0689 ***********************************************************************
 TL0689  DESIGNATION -  2 WCA
 TL0689  PID         -  TL0689
 TL0689  STATE/COUNTY-  MT/LIBERTY
 TL0689  USGS QUAD   -  JOPLIN (1963)
 TL0689
 TL0689                         *CURRENT SURVEY CONTROL
 TL0689  ___________________________________________________________________
 TL0689* NAD 83(1986)-  48 34 55.     (N)    110 46 18.     (W)     SCALED    
 TL0689* NAVD 88     -      1023.638  (meters)    3358.39   (feet)  ADJUSTED  
 TL0689  ___________________________________________________________________
 TL0689  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 TL0689  DYNAMIC HT  -        1023.718 (meters)    3358.65  (feet)  COMP
 TL0689  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 TL0689
 TL0689  VERT ORDER  -  THIRD
 TL0689
 TL0689.The horizontal coordinates were scaled from a topographic map and have
 TL0689.an estimated accuracy of +/- 6 seconds.
 TL0689
 TL0689.The orthometric height was determined by differential leveling
 TL0689.and adjusted by the National Geodetic Survey in June 1991..
 TL0689
 TL0689.The geoid height was determined by GEOID03.
 TL0689
 TL0689.The dynamic height is computed by dividing the NAVD 88
 TL0689.geopotential number by the normal gravity value computed on the
 TL0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0689.degrees latitude (g = 980.6199 gals.).
 TL0689
 TL0689.The modeled gravity was interpolated from observed gravity values.
 TL0689
 TL0689;                    North         East    Units  Estimated Accuracy
 TL0689;SPC MT       -   482,140.      506,200.      MT  (+/- 180 meters Scaled)
 TL0689
 TL0689                          SUPERSEDED SURVEY CONTROL
 TL0689
 TL0689  NGVD 29 (??/??/92) 1022.75   (m)         3355.5    (f) COMPUTED    3 0
 TL0689
 TL0689.Superseded values are not recommended for survey control.
 TL0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0689.See file dsdata.txt to determine how the superseded data were derived.
 TL0689
 TL0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU168810(NAD 83)
 TL0689_MARKER: DB = BENCH MARK DISK
 TL0689_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0689_SP_SET: PREFAB CONC. POST IN EARTH
 TL0689_STAMPING: 2 WCA 1963 3355
 TL0689_MARK LOGO: USGS  
 TL0689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0689+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0689
 TL0689  HISTORY     - Date     Condition        Report By
 TL0689  HISTORY     - 1963     MONUMENTED       USGS
 TL0689
 TL0689                          STATION DESCRIPTION
 TL0689
 TL0689'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0689'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 1.6 MILES NORTH
 TL0689'ALONG JOPLIN ROAD, IN THE SOUTHWEST CORNER OF SECTION 25/TOWNSHIP 33
 TL0689'NORTH/RANGE 7 EAST, 352 FEET NORTH OF AND 35 FEET EAST AND 3.5 FEET
 TL0689'LOWER THAN CROSSROADS, 3 FEET WEST OF A POWER POLE, PROJECTING 0.9
 TL0689'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0184 ***********************************************************************
 PY0184  DESIGNATION -  2 WG
 PY0184  PID         -  PY0184
 PY0184  STATE/COUNTY-  MT/YELLOWSTONE NAT PARK
 PY0184  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0184
 PY0184                         *CURRENT SURVEY CONTROL
 PY0184  ___________________________________________________________________
 PY0184* NAD 83(1986)-  44 48 24.     (N)    111 05 49.     (W)     SCALED    
 PY0184* NAVD 88     -      2054.408  (meters)    6740.17   (feet)  ADJUSTED  
 PY0184  ___________________________________________________________________
 PY0184  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0184  DYNAMIC HT  -        2053.284 (meters)    6736.48  (feet)  COMP
 PY0184  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 PY0184
 PY0184  VERT ORDER  -  FIRST     CLASS II
 PY0184
 PY0184.The horizontal coordinates were scaled from a topographic map and have
 PY0184.an estimated accuracy of +/- 6 seconds.
 PY0184
 PY0184.The orthometric height was determined by differential leveling
 PY0184.and adjusted by the National Geodetic Survey in June 1991..
 PY0184
 PY0184.The geoid height was determined by GEOID03.
 PY0184
 PY0184.The dynamic height is computed by dividing the NAVD 88
 PY0184.geopotential number by the normal gravity value computed on the
 PY0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0184.degrees latitude (g = 980.6199 gals.).
 PY0184
 PY0184.The modeled gravity was interpolated from observed gravity values.
 PY0184
 PY0184;                    North         East    Units  Estimated Accuracy
 PY0184;SPC MT       -    63,170.      473,660.      MT  (+/- 180 meters Scaled)
 PY0184
 PY0184                          SUPERSEDED SURVEY CONTROL
 PY0184
 PY0184  NGVD 29 (??/??/92) 2052.820  (m)         6734.96   (f) ADJ UNCH    1 2
 PY0184
 PY0184.Superseded values are not recommended for survey control.
 PY0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0184.See file dsdata.txt to determine how the superseded data were derived.
 PY0184
 PY0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ923614(NAD 83)
 PY0184_MARKER: DD = SURVEY DISK
 PY0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0184_STAMPING: WG NO 2 6733.39 1932
 PY0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0184+STABILITY: SURFACE MOTION
 PY0184
 PY0184  HISTORY     - Date     Condition        Report By
 PY0184  HISTORY     - 1932     MONUMENTED       BPR
 PY0184  HISTORY     - 1960     GOOD             NGS
 PY0184
 PY0184                          STATION DESCRIPTION
 PY0184
 PY0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0184'11.1 MI N FROM WEST YELLOWSTONE.
 PY0184'ABOUT 11.1 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0184'RAILROAD STATION AT WEST YELLOWSTONE, ABOUT 0.1 MILE SOUTHEAST OF THE
 PY0184'PRESENT HIGHWAY, ON THE OLD HIGHWAY, 0.1 MILE NORTH-NORTHEAST OF THE
 PY0184'OLD ENTRANCE TO THE YELLOWSTONE NATIONAL PARK, 66 FEET NORTHWEST OF
 PY0184'THE CENTER LINE OF THE OLD HIGHWAY, ABOUT LEVEL WITH THE OLD HIGHWAY,
 PY0184'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0396 ***********************************************************************
 TJ0396  DESIGNATION -  2 WR
 TJ0396  PID         -  TJ0396
 TJ0396  STATE/COUNTY-  MT/PHILLIPS
 TJ0396  USGS QUAD   -  MALTA NE (1968)
 TJ0396
 TJ0396                         *CURRENT SURVEY CONTROL
 TJ0396  ___________________________________________________________________
 TJ0396* NAD 83(1986)-  48 24 33.     (N)    107 49 59.     (W)     SCALED    
 TJ0396* NAVD 88     -       691.473  (meters)    2268.61   (feet)  ADJUSTED  
 TJ0396  ___________________________________________________________________
 TJ0396  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TJ0396  DYNAMIC HT  -         691.559 (meters)    2268.89  (feet)  COMP
 TJ0396  MODELED GRAV-     980,712.0   (mgal)                       NAVD 88
 TJ0396
 TJ0396  VERT ORDER  -  FIRST     CLASS II
 TJ0396
 TJ0396.The horizontal coordinates were scaled from a topographic map and have
 TJ0396.an estimated accuracy of +/- 6 seconds.
 TJ0396
 TJ0396.The orthometric height was determined by differential leveling
 TJ0396.and adjusted by the National Geodetic Survey in June 1991..
 TJ0396
 TJ0396.The geoid height was determined by GEOID03.
 TJ0396
 TJ0396.The dynamic height is computed by dividing the NAVD 88
 TJ0396.geopotential number by the normal gravity value computed on the
 TJ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0396.degrees latitude (g = 980.6199 gals.).
 TJ0396
 TJ0396.The modeled gravity was interpolated from observed gravity values.
 TJ0396
 TJ0396;                    North         East    Units  Estimated Accuracy
 TJ0396;SPC MT       -   463,490.      723,360.      MT  (+/- 180 meters Scaled)
 TJ0396
 TJ0396                          SUPERSEDED SURVEY CONTROL
 TJ0396
 TJ0396.No superseded survey control is available for this station.
 TJ0396
 TJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP903656(NAD 83)
 TJ0396_MARKER: DB = BENCH MARK DISK
 TJ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0396_SP_SET: CONCRETE POST
 TJ0396_STAMPING: 2 WR 2266 1968
 TJ0396_PROJECTION: PROJECTING 10 CENTIMETERS
 TJ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0396+STABILITY: SURFACE MOTION
 TJ0396
 TJ0396  HISTORY     - Date     Condition        Report By
 TJ0396  HISTORY     - 1968     MONUMENTED       USGS
 TJ0396  HISTORY     - 1979     GOOD             NGS
 TJ0396
 TJ0396                          STATION DESCRIPTION
 TJ0396
 TJ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0396'4.2 MI NORTH FROM MALTA.
 TJ0396'4.2 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0396'HIGHWAY 2 IN MALTA, AT A FIELD ENTRANCE ROAD LEADING WEST, 67 FEET
 TJ0396'WEST OF THE CENTER OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER OF THE
 TJ0396'FIELD ENTRANCE ROAD, 12 FEET WEST OF A FENCE.
 TJ0396'THE MARK IS 12 FT  W FROM A WITNESS POST.
 TJ0396'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0193 ***********************************************************************
 ST0193  DESIGNATION -  20
 ST0193  PID         -  ST0193
 ST0193  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0193  USGS QUAD   -  LOWRY (1987)
 ST0193
 ST0193                         *CURRENT SURVEY CONTROL
 ST0193  ___________________________________________________________________
 ST0193* NAD 83(1986)-  47 30 23.     (N)    112 06 03.     (W)     SCALED    
 ST0193* NAVD 88     -      1134.312  (meters)    3721.49   (feet)  ADJUSTED  
 ST0193  ___________________________________________________________________
 ST0193  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0193  DYNAMIC HT  -        1134.180 (meters)    3721.06  (feet)  COMP
 ST0193  MODELED GRAV-     980,457.7   (mgal)                       NAVD 88
 ST0193
 ST0193  VERT ORDER  -  SECOND    CLASS 0
 ST0193
 ST0193.The horizontal coordinates were scaled from a topographic map and have
 ST0193.an estimated accuracy of +/- 6 seconds.
 ST0193
 ST0193.The orthometric height was determined by differential leveling
 ST0193.and adjusted by the National Geodetic Survey in June 1991..
 ST0193
 ST0193.The geoid height was determined by GEOID03.
 ST0193
 ST0193.The dynamic height is computed by dividing the NAVD 88
 ST0193.geopotential number by the normal gravity value computed on the
 ST0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0193.degrees latitude (g = 980.6199 gals.).
 ST0193
 ST0193.The modeled gravity was interpolated from observed gravity values.
 ST0193
 ST0193;                    North         East    Units  Estimated Accuracy
 ST0193;SPC MT       -   365,090.      404,220.      MT  (+/- 180 meters Scaled)
 ST0193
 ST0193                          SUPERSEDED SURVEY CONTROL
 ST0193
 ST0193  NGVD 29 (??/??/92) 1133.327  (m)         3718.26   (f) ADJ UNCH    2 0
 ST0193
 ST0193.Superseded values are not recommended for survey control.
 ST0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0193.See file dsdata.txt to determine how the superseded data were derived.
 ST0193
 ST0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT171620(NAD 83)
 ST0193_MARKER: P = PIPE CAP
 ST0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0193_STAMPING: 20
 ST0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0193
 ST0193  HISTORY     - Date     Condition        Report By
 ST0193  HISTORY     - UNK      MONUMENTED       USGS
 ST0193  HISTORY     - 1961     GOOD             NGS
 ST0193  HISTORY     - 1972     MARK NOT FOUND   USGS
 ST0193
 ST0193                          STATION DESCRIPTION
 ST0193
 ST0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0193'8.2 MI W FROM SIMMS.
 ST0193'8.2 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0193'HIGHWAY 20 AT SIMMS, 0.05 MILE NORTH OF THE CENTER LINE OF THE
 ST0193'HIGHWAY, ALONG THE GREAT NORTHERN RAILWAY, 21.8 FEET SOUTH OF THE
 ST0193'SOUTH RAIL, 118 YARDS EAST OF THE EAST END OF RAILROAD BRIDGE 186,
 ST0193'43.5 FEET NORTH OF A FENCE, 19 1/2 FEET NORTH-NORTHEAST OF MILEPOLE
 ST0193'27, 0.8 FOOT NORTH OF A WITNESS POST, ABOUT 7 FEET HIGHER THAN THE
 ST0193'TRACKS, AND RIVETED TOP OF A 3 1/2-INCH IORN PIPE PROJECTING 0.8 FOOT
 ST0193'ABOVE THE GROUND.
 ST0193
 ST0193                          STATION RECOVERY (1972)
 ST0193
 ST0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ST0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0676 ***********************************************************************
 QW0676  DESIGNATION -  20 DHW
 QW0676  PID         -  QW0676
 QW0676  STATE/COUNTY-  MT/BIG HORN
 QW0676  USGS QUAD   -  CHILKOOT COULEE (1980)
 QW0676
 QW0676                         *CURRENT SURVEY CONTROL
 QW0676  ___________________________________________________________________
 QW0676* NAD 83(1986)-  45 27 12.     (N)    108 19 01.     (W)     SCALED    
 QW0676* NAVD 88     -      1251.191  (meters)    4104.95   (feet)  POSTED    
 QW0676  ___________________________________________________________________
 QW0676  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 QW0676  DYNAMIC HT  -        1250.830 (meters)    4103.76  (feet)  COMP
 QW0676  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 QW0676
 QW0676  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0676
 QW0676.The horizontal coordinates were scaled from a topographic map and have
 QW0676.an estimated accuracy of +/- 6 seconds.
 QW0676
 QW0676.The orthometric height was determined by differential leveling
 QW0676.and adjusted by the National Geodetic Survey in 1992..
 QW0676.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0676.rate of 0.0 thru 1.0 mm/km.
 QW0676
 QW0676.The geoid height was determined by GEOID03.
 QW0676
 QW0676.The dynamic height is computed by dividing the NAVD 88
 QW0676.geopotential number by the normal gravity value computed on the
 QW0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0676.degrees latitude (g = 980.6199 gals.).
 QW0676
 QW0676.The modeled gravity was interpolated from observed gravity values.
 QW0676
 QW0676;                    North         East    Units  Estimated Accuracy
 QW0676;SPC MT       -   134,440.      692,520.      MT  (+/- 180 meters Scaled)
 QW0676
 QW0676                          SUPERSEDED SURVEY CONTROL
 QW0676
 QW0676.No superseded survey control is available for this station.
 QW0676
 QW0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR097368(NAD 83)
 QW0676_MARKER: DB = BENCH MARK DISK
 QW0676_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0676_SP_SET: PREFAB CONC. POST IN EARTH
 QW0676_STAMPING: 20 DHW 1967
 QW0676_MARK LOGO: USGS  
 QW0676_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0676+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0676
 QW0676  HISTORY     - Date     Condition        Report By
 QW0676  HISTORY     - 1967     MONUMENTED       USGS
 QW0676
 QW0676                          STATION DESCRIPTION
 QW0676
 QW0676'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0676'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0676'GRADED DIRT ROADS, THENCE 8.0 MILES SOUTHEAST ALONG TRACK ROADS TO A
 QW0676'CROSSROAD, THENCE 5.76 MILES NORTH ALONG TRACK ROADS TO AN EAST-WEST
 QW0676'FENCE, NEAR 1/4 CORNER OF SECTION 30-25/TOWNSHIP 4 SOUTH/RANGE 27-28
 QW0676'EAST, 21 FEET EAST AND 3 FEET SOUTH OF THE CENTER OF A GATE, METAL
 QW0676'WITNESS SIGN ON THE GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0762 ***********************************************************************
 SS0762  DESIGNATION -  20 JRM
 SS0762  PID         -  SS0762
 SS0762  STATE/COUNTY-  MT/CASCADE
 SS0762  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0762
 SS0762                         *CURRENT SURVEY CONTROL
 SS0762  ___________________________________________________________________
 SS0762* NAD 83(1986)-  47 14 11.     (N)    111 23 42.     (W)     SCALED    
 SS0762* NAVD 88     -      1061.787  (meters)    3483.55   (feet)  ADJUSTED  
 SS0762  ___________________________________________________________________
 SS0762  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 SS0762  DYNAMIC HT  -        1061.671 (meters)    3483.17  (feet)  COMP
 SS0762  MODELED GRAV-     980,468.3   (mgal)                       NAVD 88
 SS0762
 SS0762  VERT ORDER  -  SECOND    CLASS 0
 SS0762
 SS0762.The horizontal coordinates were scaled from a topographic map and have
 SS0762.an estimated accuracy of +/- 6 seconds.
 SS0762
 SS0762.The orthometric height was determined by differential leveling
 SS0762.and adjusted by the National Geodetic Survey in June 1991..
 SS0762
 SS0762.The geoid height was determined by GEOID03.
 SS0762
 SS0762.The dynamic height is computed by dividing the NAVD 88
 SS0762.geopotential number by the normal gravity value computed on the
 SS0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0762.degrees latitude (g = 980.6199 gals.).
 SS0762
 SS0762.The modeled gravity was interpolated from observed gravity values.
 SS0762
 SS0762;                    North         East    Units  Estimated Accuracy
 SS0762;SPC MT       -   333,580.      456,610.      MT  (+/- 180 meters Scaled)
 SS0762
 SS0762                          SUPERSEDED SURVEY CONTROL
 SS0762
 SS0762  NGVD 29 (??/??/92) 1060.853  (m)         3480.48   (f) ADJ UNCH    2 0
 SS0762
 SS0762.Superseded values are not recommended for survey control.
 SS0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0762.See file dsdata.txt to determine how the superseded data were derived.
 SS0762
 SS0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT701315(NAD 83)
 SS0762_MARKER: DD = SURVEY DISK
 SS0762_SETTING: 66 = SET IN ROCK OUTCROP
 SS0762_SP_SET: OUTCROP
 SS0762_STAMPING: 20 JRM 3480 1953
 SS0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0762+STABILITY: POSITION/ELEVATION WELL
 SS0762
 SS0762  HISTORY     - Date     Condition        Report By
 SS0762  HISTORY     - 1953     MONUMENTED       USGS
 SS0762  HISTORY     - 1961     GOOD             NGS
 SS0762
 SS0762                          STATION DESCRIPTION
 SS0762
 SS0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0762'2.85 MI N FROM SPANISH COULEE SCHOOL.
 SS0762'2.85 MILES NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0762'0.15 MILE WEST OF THE JUNCTION OF A COUNTY ROAD EAST, IN THE TOP OF
 SS0762'THE NORTH-NORTHWEST END OF A LARGE OUTCROP WHICH PROJECTS ABOUT 2.0
 SS0762'FEET ABOVE THE GROUND, 56 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7
 SS0762'FEET SOUTH OF A FENCE, 20 FEET SOUTHEAST OF A TELEPHONE POLE, AND
 SS0762'ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0380 ***********************************************************************
 QV0380  DESIGNATION -  20 JRP
 QV0380  PID         -  QV0380
 QV0380  STATE/COUNTY-  MT/CUSTER
 QV0380  USGS QUAD   -  BRANDENBERG NW (1971)
 QV0380
 QV0380                         *CURRENT SURVEY CONTROL
 QV0380  ___________________________________________________________________
 QV0380* NAD 83(1986)-  45 59 46.     (N)    106 08 41.     (W)     SCALED    
 QV0380* NAVD 88     -       871.648  (meters)    2859.73   (feet)  ADJUSTED  
 QV0380  ___________________________________________________________________
 QV0380  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 QV0380  DYNAMIC HT  -         871.513 (meters)    2859.29  (feet)  COMP
 QV0380  MODELED GRAV-     980,431.0   (mgal)                       NAVD 88
 QV0380
 QV0380  VERT ORDER  -  THIRD
 QV0380
 QV0380.The horizontal coordinates were scaled from a topographic map and have
 QV0380.an estimated accuracy of +/- 6 seconds.
 QV0380
 QV0380.The orthometric height was determined by differential leveling
 QV0380.and adjusted by the National Geodetic Survey in June 1991..
 QV0380
 QV0380.The geoid height was determined by GEOID03.
 QV0380
 QV0380.The dynamic height is computed by dividing the NAVD 88
 QV0380.geopotential number by the normal gravity value computed on the
 QV0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0380.degrees latitude (g = 980.6199 gals.).
 QV0380
 QV0380.The modeled gravity was interpolated from observed gravity values.
 QV0380
 QV0380;                    North         East    Units  Estimated Accuracy
 QV0380;SPC MT       -   199,610.      859,730.      MT  (+/- 180 meters Scaled)
 QV0380
 QV0380                          SUPERSEDED SURVEY CONTROL
 QV0380
 QV0380  NGVD 29 (??/??/92)  870.99   (m)         2857.6    (f) COMPUTED    3 0
 QV0380
 QV0380.Superseded values are not recommended for survey control.
 QV0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0380.See file dsdata.txt to determine how the superseded data were derived.
 QV0380
 QV0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL113942(NAD 83)
 QV0380_MARKER: DB = BENCH MARK DISK
 QV0380_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0380_SP_SET: COPPER-CLAD STEEL ROD
 QV0380_STAMPING: 20 JRP 1969
 QV0380_MARK LOGO: USGS  
 QV0380_MAGNETIC: I = MARKER IS A STEEL ROD
 QV0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0380+SATELLITE: SATELLITE OBSERVATIONS - 1969
 QV0380
 QV0380  HISTORY     - Date     Condition        Report By
 QV0380  HISTORY     - 1969     MONUMENTED       USGS
 QV0380
 QV0380                          STATION DESCRIPTION
 QV0380
 QV0380'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QV0380'FROM MILES CITY, MONTANA, PROCEED ABOUT 13.0 MILES SOUTHWEST ALONG
 QV0380'INTERSTATE HIGHWAY 94 TO THE JUNCTION OF MOON CREEK ROAD, THENCE 25
 QV0380'MILES SOUTHWEST ALONG MOON CREEK ROAD TO COW CREEK, ABOUT 1,100 FEET
 QV0380'SOUTHEAST OF THE ROAD AND COW CREEK CROSSING, 500 FEET SOUTHWEST OF A
 QV0380'WATERWELL, 50 FEET SOUTH AND 3 FEET HIGHER THAN A Y-ROAD, 3.5 FEET
 QV0380'SOUTHEAST OF AN IRON WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED
 QV0380'IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1037 ***********************************************************************
 SU1037  DESIGNATION -  20 ODD LOOKOUT HOUSE
 SU1037  PID         -  SU1037
 SU1037  STATE/COUNTY-  MT/SANDERS
 SU1037  USGS QUAD   -  GOAT PEAK (1983)
 SU1037
 SU1037                         *CURRENT SURVEY CONTROL
 SU1037  ___________________________________________________________________
 SU1037* NAD 83(1992)-  47 52 30.96263(N)    115 33 17.72058(W)     ADJUSTED  
 SU1037* NAVD 88     -                                                        
 SU1037  ___________________________________________________________________
 SU1037  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 SU1037  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 SU1037
 SU1037  HORZ ORDER  -  THIRD
 SU1037
 SU1037.The horizontal coordinates were established by classical geodetic methods
 SU1037.and adjusted by the National Geodetic Survey in July 1992..
 SU1037
 SU1037
 SU1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1037
 SU1037.The geoid height was determined by GEOID03.
 SU1037
 SU1037;                    North         East     Units Scale Factor Converg.
 SU1037;SPC MT       -   420,323.278   147,735.593   MT  0.99950618   -4 25 45.1
 SU1037;SPC MT       - 1,379,013.38    484,696.83   iFT  0.99950618   -4 25 45.1
 SU1037;UTM  11      - 5,303,447.622   608,054.747   MT  0.99974347   +1 04 18.8
 SU1037
 SU1037                          SUPERSEDED SURVEY CONTROL
 SU1037
 SU1037  NAD 83(1986)-  47 52 30.96615(N)    115 33 17.71375(W) AD(       ) 4
 SU1037  NAD 27      -  47 52 31.20833(N)    115 33 14.10720(W) AD(       ) 3
 SU1037
 SU1037.Superseded values are not recommended for survey control.
 SU1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1037.See file dsdata.txt to determine how the superseded data were derived.
 SU1037
 SU1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP0805503448(NAD 83)
 SU1037
 SU1037  HISTORY     - Date     Condition        Report By
 SU1037  HISTORY     - 1940     MONUMENTED       CGS
 SU1037  HISTORY     - 1966     SEE DESCRIPTION  USGS
 SU1037
 SU1037                          STATION DESCRIPTION
 SU1037
 SU1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1037'20 ODD FOREST SERVICE LOOKOUT HOUSE IS IN THE CABINET NATIONAL
 SU1037'FOREST, 3-1/2 MILES NE OF TROUT CREEK, 2-1/2 MILES NW OF
 SU1037'VERMILION RIVER AND 3 MILES S OF CABINET AND KOOTENAI NATIONAL
 SU1037'FOREST BOUNDARY.  THE CENTER OF THE HOUSE WAS INTERSECTED.
 SU1037
 SU1037                          STATION RECOVERY (1966)
 SU1037
 SU1037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU1037'LOOKOUT HOUSE HAS BEEN DESTROYED.
 SU1037'
 SU1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 SU1037'NE OF TROUT CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0358 ***********************************************************************
 QU0358  DESIGNATION -  20 RCN
 QU0358  PID         -  QU0358
 QU0358  STATE/COUNTY-  MT/CARTER
 QU0358  USGS QUAD   -  IKEY CREEK (1979)
 QU0358
 QU0358                         *CURRENT SURVEY CONTROL
 QU0358  ___________________________________________________________________
 QU0358* NAD 83(1986)-  45 31 51.     (N)    104 34 24.     (W)     SCALED    
 QU0358* NAVD 88     -      1098.521  (meters)    3604.06   (feet)  ADJUSTED  
 QU0358  ___________________________________________________________________
 QU0358  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 QU0358  DYNAMIC HT  -        1098.260 (meters)    3603.21  (feet)  COMP
 QU0358  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 QU0358
 QU0358  VERT ORDER  -  THIRD
 QU0358
 QU0358.The horizontal coordinates were scaled from a topographic map and have
 QU0358.an estimated accuracy of +/- 6 seconds.
 QU0358
 QU0358.The orthometric height was determined by differential leveling
 QU0358.and adjusted by the National Geodetic Survey in June 1991..
 QU0358
 QU0358.The geoid height was determined by GEOID03.
 QU0358
 QU0358.The dynamic height is computed by dividing the NAVD 88
 QU0358.geopotential number by the normal gravity value computed on the
 QU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0358.degrees latitude (g = 980.6199 gals.).
 QU0358
 QU0358.The modeled gravity was interpolated from observed gravity values.
 QU0358
 QU0358;                    North         East    Units  Estimated Accuracy
 QU0358;SPC MT       -   154,450.      984,490.      MT  (+/- 180 meters Scaled)
 QU0358
 QU0358                          SUPERSEDED SURVEY CONTROL
 QU0358
 QU0358  NGVD 29 (??/??/92) 1097.91   (m)         3602.1    (f) COMPUTED    3 0
 QU0358
 QU0358.Superseded values are not recommended for survey control.
 QU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0358.See file dsdata.txt to determine how the superseded data were derived.
 QU0358
 QU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL333420(NAD 83)
 QU0358_MARKER: DB = BENCH MARK DISK
 QU0358_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0358_SP_SET: COPPER-CLAD STEEL ROD
 QU0358_STAMPING: 20 RCN 1973 3602
 QU0358_MARK LOGO: USGS  
 QU0358_PROJECTION: FLUSH
 QU0358_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0358+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0358_ROD/PIPE-DEPTH: 14   meters
 QU0358
 QU0358  HISTORY     - Date     Condition        Report By
 QU0358  HISTORY     - 1973     MONUMENTED       USGS
 QU0358
 QU0358                          STATION DESCRIPTION
 QU0358
 QU0358'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0358'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 39.9 MILES SOUTH ALONG
 QU0358'CHALK BUTTES ROAD AND RIDGE ROAD, ON TOP OF THE HIGHEST HILL IN THE
 QU0358'VICINITY, 0.35 MILES WEST-NORTHWEST OF A CATTLEGUARD, 35 FEET SOUTH
 QU0358'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0114 ***********************************************************************
 ST0114  DESIGNATION -  20 RDS
 ST0114  PID         -  ST0114
 ST0114  STATE/COUNTY-  MT/TETON
 ST0114  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0114
 ST0114                         *CURRENT SURVEY CONTROL
 ST0114  ___________________________________________________________________
 ST0114* NAD 83(1986)-  47 39 44.     (N)    112 25 07.     (W)     SCALED    
 ST0114* NAVD 88     -      1469.153  (meters)    4820.05   (feet)  ADJUSTED  
 ST0114  ___________________________________________________________________
 ST0114  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 ST0114  DYNAMIC HT  -        1468.974 (meters)    4819.46  (feet)  COMP
 ST0114  MODELED GRAV-     980,438.1   (mgal)                       NAVD 88
 ST0114
 ST0114  VERT ORDER  -  SECOND    CLASS 0
 ST0114
 ST0114.The horizontal coordinates were scaled from a topographic map and have
 ST0114.an estimated accuracy of +/- 6 seconds.
 ST0114
 ST0114.The orthometric height was determined by differential leveling
 ST0114.and adjusted by the National Geodetic Survey in June 1991..
 ST0114
 ST0114.The geoid height was determined by GEOID03.
 ST0114
 ST0114.The dynamic height is computed by dividing the NAVD 88
 ST0114.geopotential number by the normal gravity value computed on the
 ST0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0114.degrees latitude (g = 980.6199 gals.).
 ST0114
 ST0114.The modeled gravity was interpolated from observed gravity values.
 ST0114
 ST0114;                    North         East    Units  Estimated Accuracy
 ST0114;SPC MT       -   383,240.      380,950.      MT  (+/- 180 meters Scaled)
 ST0114
 ST0114                          SUPERSEDED SURVEY CONTROL
 ST0114
 ST0114  NGVD 29 (??/??/92) 1468.141  (m)         4816.73   (f) ADJ UNCH    2 0
 ST0114
 ST0114.Superseded values are not recommended for survey control.
 ST0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0114.See file dsdata.txt to determine how the superseded data were derived.
 ST0114
 ST0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT934797(NAD 83)
 ST0114_MARKER: DD = SURVEY DISK
 ST0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0114_STAMPING: 20 RDS 1957
 ST0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0114+STABILITY: SURFACE MOTION
 ST0114
 ST0114  HISTORY     - Date     Condition        Report By
 ST0114  HISTORY     - 1957     MONUMENTED       USGS
 ST0114  HISTORY     - 1961     GOOD             NGS
 ST0114
 ST0114                          STATION DESCRIPTION
 ST0114
 ST0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0114'21.2 MI N FROM AUGUSTA.
 ST0114'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0114'AUGUSTA, THENCE 7.5 MILES WEST AND NORTH ALONG A COUNTY ROAD, THENCE
 ST0114'2.0 MILES NORTHWEST ALONG A GRADED ROAD, 21.25 MILES SOUTHWEST OF
 ST0114'CHOTEAU, 121 FEET EAST OF THE CENTER LINE OF THE ROAD, 184 FEET
 ST0114'SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL RAIL CATTLE GUARD, 1.2
 ST0114'FEET SOUTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 ST0114'6 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0114'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0524 ***********************************************************************
 RU0524  DESIGNATION -  20 RDS
 RU0524  PID         -  RU0524
 RU0524  STATE/COUNTY-  MT/GARFIELD
 RU0524  USGS QUAD   -  KINCHELOE RANCH (1962)
 RU0524
 RU0524                         *CURRENT SURVEY CONTROL
 RU0524  ___________________________________________________________________
 RU0524* NAD 83(1986)-  46 52 29.     (N)    107 42 59.     (W)     SCALED    
 RU0524* NAVD 88     -       894.049  (meters)    2933.23   (feet)  ADJUSTED  
 RU0524  ___________________________________________________________________
 RU0524  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 RU0524  DYNAMIC HT  -         894.000 (meters)    2933.07  (feet)  COMP
 RU0524  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 RU0524
 RU0524  VERT ORDER  -  SECOND    CLASS 0
 RU0524
 RU0524.The horizontal coordinates were scaled from a topographic map and have
 RU0524.an estimated accuracy of +/- 6 seconds.
 RU0524
 RU0524.The orthometric height was determined by differential leveling
 RU0524.and adjusted by the National Geodetic Survey in June 1991..
 RU0524
 RU0524.The geoid height was determined by GEOID03.
 RU0524
 RU0524.The dynamic height is computed by dividing the NAVD 88
 RU0524.geopotential number by the normal gravity value computed on the
 RU0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0524.degrees latitude (g = 980.6199 gals.).
 RU0524
 RU0524.The modeled gravity was interpolated from observed gravity values.
 RU0524
 RU0524;                    North         East    Units  Estimated Accuracy
 RU0524;SPC MT       -   293,210.      735,880.      MT  (+/- 180 meters Scaled)
 RU0524
 RU0524                          SUPERSEDED SURVEY CONTROL
 RU0524
 RU0524  NGVD 29 (??/??/92)  893.359  (m)         2930.96   (f) ADJ UNCH    2 0
 RU0524
 RU0524.Superseded values are not recommended for survey control.
 RU0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0524.See file dsdata.txt to determine how the superseded data were derived.
 RU0524
 RU0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM930948(NAD 83)
 RU0524_MARKER: DB = BENCH MARK DISK
 RU0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0524_SP_SET: CONCRETE POST
 RU0524_STAMPING: 20 RDS 1962
 RU0524_MARK LOGO: USGS  
 RU0524_PROJECTION: FLUSH
 RU0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0524+STABILITY: SURFACE MOTION
 RU0524
 RU0524  HISTORY     - Date     Condition        Report By
 RU0524  HISTORY     - 1962     MONUMENTED       USGS
 RU0524
 RU0524                          STATION DESCRIPTION
 RU0524
 RU0524'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0524'21.2 KM (13.20 MI) SOUTH FROM MOSBY.
 RU0524'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 10.9 MILES
 RU0524'SOUTH ALONG GRADED AND TRAIL ROADS, 5.2 MILES NORTHWEST OF THE
 RU0524'FORD ON RATTLESNAKE CREEK, 0.3 MILES NORTH OF A STOCK POND, IN THE
 RU0524'SE 1/4 OF THE NE 1/4 OF SECTION 24, T. 13 N., R. 31 E., 29 FEET EAST
 RU0524'OF THE CENTER OF THE TRAIL AT THE SUMMIT OF A RIDGE.
 RU0524'THE MARK IS 1.0 FT ABOVE TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0544 ***********************************************************************
 TK0544  DESIGNATION -  20 REB
 TK0544  PID         -  TK0544
 TK0544  STATE/COUNTY-  MT/BLAINE
 TK0544  USGS QUAD   -  HORNBECK LAKE (1984)
 TK0544
 TK0544                         *CURRENT SURVEY CONTROL
 TK0544  ___________________________________________________________________
 TK0544* NAD 83(1986)-  48 40 32.     (N)    108 37 10.     (W)     SCALED    
 TK0544* NAVD 88     -       956.912  (meters)    3139.47   (feet)  POSTED    
 TK0544  ___________________________________________________________________
 TK0544  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 TK0544  DYNAMIC HT  -         957.020 (meters)    3139.82  (feet)  COMP
 TK0544  MODELED GRAV-     980,687.6   (mgal)                       NAVD 88
 TK0544
 TK0544  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0544
 TK0544.The horizontal coordinates were scaled from a topographic map and have
 TK0544.an estimated accuracy of +/- 6 seconds.
 TK0544
 TK0544.The orthometric height was determined by differential leveling
 TK0544.and adjusted by the National Geodetic Survey in 1992..
 TK0544.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0544.rate of 0.0 thru 1.0 mm/km.
 TK0544
 TK0544.The geoid height was determined by GEOID03.
 TK0544
 TK0544.The dynamic height is computed by dividing the NAVD 88
 TK0544.geopotential number by the normal gravity value computed on the
 TK0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0544.degrees latitude (g = 980.6199 gals.).
 TK0544
 TK0544.The modeled gravity was interpolated from observed gravity values.
 TK0544
 TK0544;                    North         East    Units  Estimated Accuracy
 TK0544;SPC MT       -   492,160.      664,840.      MT  (+/- 180 meters Scaled)
 TK0544
 TK0544                          SUPERSEDED SURVEY CONTROL
 TK0544
 TK0544.No superseded survey control is available for this station.
 TK0544
 TK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU752941(NAD 83)
 TK0544_MARKER: DB = BENCH MARK DISK
 TK0544_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0544+WITH SETTING: INFORMATION.
 TK0544_SP_SET: SHALLOW-SET METAL ROD
 TK0544_STAMPING: 20 REB 1979
 TK0544_MARK LOGO: USGS  
 TK0544_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0544_ROD/PIPE-DEPTH: 2.13 meters
 TK0544
 TK0544  HISTORY     - Date     Condition        Report By
 TK0544  HISTORY     - 1979     MONUMENTED       USGS
 TK0544
 TK0544                          STATION DESCRIPTION
 TK0544
 TK0544'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0544'21.2 KM (13.20 MI) NE FROM HARLEM.
 TK0544'13.2 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0544'HARLEM ALONG HIGHWAY 241, AT AN ANGLE IN THE ROAD, 0.1 MILES SOUTH OF
 TK0544'THE CENTER OF SECTION 29, T34N, R24E, 95 FEET SOUTHEAST OF HIGHWAY
 TK0544'241, ABOUT 375 FEET NORTHEAST OF AN OVERHEAD GUY POLE, AND 1.8 FEET
 TK0544'NORTHWEST OF AN ANGLE IN A FENCE.
 TK0544'THE MARK IS 4.4 FT  S FROM  A WITNESS POST
 TK0544'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0995 ***********************************************************************
 TN0995  DESIGNATION -  20 RHM
 TN0995  PID         -  TN0995
 TN0995  STATE/COUNTY-  MT/LINCOLN
 TN0995  USGS QUAD   -  YAAK (1963)
 TN0995
 TN0995                         *CURRENT SURVEY CONTROL
 TN0995  ___________________________________________________________________
 TN0995* NAD 83(1986)-  48 50 30.     (N)    115 40 33.     (W)     SCALED    
 TN0995* NAVD 88     -       935.477  (meters)    3069.14   (feet)  ADJUSTED  
 TN0995  ___________________________________________________________________
 TN0995  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 TN0995  DYNAMIC HT  -         935.548 (meters)    3069.38  (feet)  COMP
 TN0995  MODELED GRAV-     980,654.4   (mgal)                       NAVD 88
 TN0995
 TN0995  VERT ORDER  -  THIRD
 TN0995
 TN0995.The horizontal coordinates were scaled from a topographic map and have
 TN0995.an estimated accuracy of +/- 6 seconds.
 TN0995
 TN0995.The orthometric height was determined by differential leveling
 TN0995.and adjusted by the National Geodetic Survey in June 1991..
 TN0995
 TN0995.The geoid height was determined by GEOID03.
 TN0995
 TN0995.The dynamic height is computed by dividing the NAVD 88
 TN0995.geopotential number by the normal gravity value computed on the
 TN0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0995.degrees latitude (g = 980.6199 gals.).
 TN0995
 TN0995.The modeled gravity was interpolated from observed gravity values.
 TN0995
 TN0995;                    North         East    Units  Estimated Accuracy
 TN0995;SPC MT       -   528,120.      147,180.      MT  (+/- 180 meters Scaled)
 TN0995
 TN0995                          SUPERSEDED SURVEY CONTROL
 TN0995
 TN0995.No superseded survey control is available for this station.
 TN0995
 TN0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ971107(NAD 83)
 TN0995_MARKER: DB = BENCH MARK DISK
 TN0995_SETTING: 66 = SET IN ROCK OUTCROP
 TN0995_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0995_STAMPING: 20 RHM 1963
 TN0995_MARK LOGO: USGS  
 TN0995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0995+STABILITY: POSITION/ELEVATION WELL
 TN0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0995+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0995
 TN0995  HISTORY     - Date     Condition        Report By
 TN0995  HISTORY     - 1963     MONUMENTED       USGS
 TN0995
 TN0995                          STATION DESCRIPTION
 TN0995
 TN0995'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0995'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0995'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 40.8
 TN0995'MILES NORTH ALONG ROAD 68 TO A JUNCTION OF ROAD 68 AND FOREST SERVICE
 TN0995'ROAD 92 AT YAAK, THENCE 1.7 MILES NORTHEAST ALONG FOREST SERVICE ROAD
 TN0995'92 TO A SHARP CURVE.  FROM YAAK, MONTANA, FROM THE INTERSECTIONS OF
 TN0995'ROADS 68 AND 92, PROCEED 1.7 MILES NORTHEAST ALONG ROAD 92 TO A SHARP
 TN0995'CURVE, 300 FEET EAST OF A DEER ENCLOSURE AND 53 FEET NORTH AND 7 FEET
 TN0995'HIGHER THAN ROAD OPPOSITE OF BM, IN THE TOP OF AN EMBEDDED ROCK
 TN0995'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1091 ***********************************************************************
 SU1091  DESIGNATION -  20 RHM
 SU1091  PID         -  SU1091
 SU1091  STATE/COUNTY-  MT/SANDERS
 SU1091  USGS QUAD   -  EDDY MOUNTAIN (1964)
 SU1091
 SU1091                         *CURRENT SURVEY CONTROL
 SU1091  ___________________________________________________________________
 SU1091* NAD 83(1986)-  47 36 22.     (N)    115 12 53.     (W)     SCALED    
 SU1091* NAVD 88     -       755.726  (meters)    2479.41   (feet)  ADJUSTED  
 SU1091  ___________________________________________________________________
 SU1091  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 SU1091  DYNAMIC HT  -         755.686 (meters)    2479.28  (feet)  COMP
 SU1091  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 SU1091
 SU1091  VERT ORDER  -  THIRD
 SU1091
 SU1091.The horizontal coordinates were scaled from a topographic map and have
 SU1091.an estimated accuracy of +/- 6 seconds.
 SU1091
 SU1091.The orthometric height was determined by differential leveling
 SU1091.and adjusted by the National Geodetic Survey in June 1991..
 SU1091
 SU1091.The geoid height was determined by GEOID03.
 SU1091
 SU1091.The dynamic height is computed by dividing the NAVD 88
 SU1091.geopotential number by the normal gravity value computed on the
 SU1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1091.degrees latitude (g = 980.6199 gals.).
 SU1091
 SU1091.The modeled gravity was interpolated from observed gravity values.
 SU1091
 SU1091;                    North         East    Units  Estimated Accuracy
 SU1091;SPC MT       -   388,580.      170,920.      MT  (+/- 180 meters Scaled)
 SU1091
 SU1091                          SUPERSEDED SURVEY CONTROL
 SU1091
 SU1091  NGVD 29 (??/??/92)  754.55   (m)         2475.6    (f) COMPUTED    3 0
 SU1091
 SU1091.Superseded values are not recommended for survey control.
 SU1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1091.See file dsdata.txt to determine how the superseded data were derived.
 SU1091
 SU1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN341740(NAD 83)
 SU1091_MARKER: DB = BENCH MARK DISK
 SU1091_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1091_SP_SET: PREFAB CONC. POST IN EARTH
 SU1091_STAMPING: 20 RHM 1964
 SU1091_MARK LOGO: USGS  
 SU1091_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1091+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1091
 SU1091  HISTORY     - Date     Condition        Report By
 SU1091  HISTORY     - 1964     MONUMENTED       USGS
 SU1091
 SU1091                          STATION DESCRIPTION
 SU1091
 SU1091'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1091'FROM THE NORTH PACIFIC RAILROAD STATION AT THOMPSON FALLS, MONTANA,
 SU1091'PROCEED 5.1 MILES SOUTHEAST TO THE JUNCTION OF U S HIGHWAY 10A AND
 SU1091'THOMPSON RIVER ROAD, THENCE 2.3 MILES NORTH ALONG THOMPSON RIVER ROAD
 SU1091'TO LIVER GULCH ROAD NORTHEAST, 0.5 MILES NORTH OF SNIDER, MONTANA, 84
 SU1091'FEET NORTH OF Y-ROAD AND 28 FEET NORTHWEST OF MAIN ROAD AND 5 FEET
 SU1091'HIGHER THAN ROAD OPPOSITE BM, PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0714 ***********************************************************************
 TL0714  DESIGNATION -  20 WCA
 TL0714  PID         -  TL0714
 TL0714  STATE/COUNTY-  MT/HILL
 TL0714  USGS QUAD   -  LOST RIVER (1972)
 TL0714
 TL0714                         *CURRENT SURVEY CONTROL
 TL0714  ___________________________________________________________________
 TL0714* NAD 83(1986)-  48 54 51.     (N)    110 29 19.     (W)     SCALED    
 TL0714* NAVD 88     -       911.367  (meters)    2990.04   (feet)  ADJUSTED  
 TL0714  ___________________________________________________________________
 TL0714  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TL0714  DYNAMIC HT  -         911.468 (meters)    2990.37  (feet)  COMP
 TL0714  MODELED GRAV-     980,690.2   (mgal)                       NAVD 88
 TL0714
 TL0714  VERT ORDER  -  THIRD
 TL0714
 TL0714.The horizontal coordinates were scaled from a topographic map and have
 TL0714.an estimated accuracy of +/- 6 seconds.
 TL0714
 TL0714.The orthometric height was determined by differential leveling
 TL0714.and adjusted by the National Geodetic Survey in June 1991..
 TL0714
 TL0714.The geoid height was determined by GEOID03.
 TL0714
 TL0714.The dynamic height is computed by dividing the NAVD 88
 TL0714.geopotential number by the normal gravity value computed on the
 TL0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0714.degrees latitude (g = 980.6199 gals.).
 TL0714
 TL0714.The modeled gravity was interpolated from observed gravity values.
 TL0714
 TL0714;                    North         East    Units  Estimated Accuracy
 TL0714;SPC MT       -   518,780.      527,540.      MT  (+/- 180 meters Scaled)
 TL0714
 TL0714                          SUPERSEDED SURVEY CONTROL
 TL0714
 TL0714.No superseded survey control is available for this station.
 TL0714
 TL0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV374180(NAD 83)
 TL0714_MARKER: DB = BENCH MARK DISK
 TL0714_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0714_SP_SET: PREFAB CONC. POST IN EARTH
 TL0714_STAMPING: 20 WCA 1963 2987
 TL0714_MARK LOGO: USGS  
 TL0714_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0714+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0714
 TL0714  HISTORY     - Date     Condition        Report By
 TL0714  HISTORY     - 1963     MONUMENTED       USGS
 TL0714
 TL0714                          STATION DESCRIPTION
 TL0714
 TL0714'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0714'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0714'THENCE 17 MILES NORTH, THENCE 2 MILES WEST, THENCE 4 MILES NORTH,
 TL0714'THENCE 7 MILES WEST, IN THE NORTHWEST CORNER OF SECTION 6/TOWNSHIP 36
 TL0714'NORTH/RANGE 10 EAST, IN AN OLD FENCE LINE, 116 FEET SOUTH OF AN
 TL0714'EAST-WEST ROAD AND 15 FEET EAST OF A NORTH-SOUTH TRACK ROAD,
 TL0714'PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0700 ***********************************************************************
 TJ0700  DESIGNATION -  20 WR
 TJ0700  PID         -  TJ0700
 TJ0700  STATE/COUNTY-  MT/PHILLIPS
 TJ0700  USGS QUAD   -  FORKS (1984)
 TJ0700
 TJ0700                         *CURRENT SURVEY CONTROL
 TJ0700  ___________________________________________________________________
 TJ0700* NAD 83(1986)-  48 44 58.     (N)    107 26 49.     (W)     SCALED    
 TJ0700* NAVD 88     -       838.781  (meters)    2751.90   (feet)  POSTED    
 TJ0700  ___________________________________________________________________
 TJ0700  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0700  DYNAMIC HT  -         838.890 (meters)    2752.26  (feet)  COMP
 TJ0700  MODELED GRAV-     980,712.3   (mgal)                       NAVD 88
 TJ0700
 TJ0700  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0700
 TJ0700.The horizontal coordinates were scaled from a topographic map and have
 TJ0700.an estimated accuracy of +/- 6 seconds.
 TJ0700
 TJ0700.The orthometric height was determined by differential leveling
 TJ0700.and adjusted by the National Geodetic Survey in 1992..
 TJ0700.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0700.rate of 0.0 thru 1.0 mm/km.
 TJ0700
 TJ0700.The geoid height was determined by GEOID03.
 TJ0700
 TJ0700.The dynamic height is computed by dividing the NAVD 88
 TJ0700.geopotential number by the normal gravity value computed on the
 TJ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0700.degrees latitude (g = 980.6199 gals.).
 TJ0700
 TJ0700.The modeled gravity was interpolated from observed gravity values.
 TJ0700
 TJ0700;                    North         East    Units  Estimated Accuracy
 TJ0700;SPC MT       -   501,980.      750,940.      MT  (+/- 180 meters Scaled)
 TJ0700
 TJ0700                          SUPERSEDED SURVEY CONTROL
 TJ0700
 TJ0700.No superseded survey control is available for this station.
 TJ0700
 TJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ201024(NAD 83)
 TJ0700_MARKER: DB = BENCH MARK DISK
 TJ0700_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0700_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0700_STAMPING: 20 WR 2750 1968
 TJ0700_MARK LOGO: USGS  
 TJ0700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0700+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0700
 TJ0700  HISTORY     - Date     Condition        Report By
 TJ0700  HISTORY     - 1968     MONUMENTED       USGS
 TJ0700
 TJ0700                          STATION DESCRIPTION
 TJ0700
 TJ0700'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0700'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 8.75 MILES EAST
 TJ0700'AND SOUTH ALONG A GRAVEL ROAD, 1/4 SECTION 31-32/TOWNSHIP 35
 TJ0700'NORTH/RANGE 33 EAST, 60 FEET SOUTH AND 250 FEET EAST AND 3.4 FEET
 TJ0700'HIGHER THAN THE JUNCTION OF A Y-ROAD, 30 FEET SOUTH AND 6 FEET WEST
 TJ0700'OF A T-FENCE CORNER, 19 FEET SOUTH AND 8 FEET WEST OF A R.E.A. POLE,
 TJ0700'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0104 ***********************************************************************
 TH0104  DESIGNATION -  2036
 TH0104  PID         -  TH0104
 TH0104  STATE/COUNTY-  MT/ROOSEVELT
 TH0104  USGS QUAD   -  BROCKTON (1989)
 TH0104
 TH0104                         *CURRENT SURVEY CONTROL
 TH0104  ___________________________________________________________________
 TH0104* NAD 83(1986)-  48 12 55.     (N)    104 55 51.     (W)     SCALED    
 TH0104* NAVD 88     -       619.089  (meters)    2031.13   (feet)  ADJUSTED  
 TH0104  ___________________________________________________________________
 TH0104  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 TH0104  DYNAMIC HT  -         619.162 (meters)    2031.37  (feet)  COMP
 TH0104  MODELED GRAV-     980,710.2   (mgal)                       NAVD 88
 TH0104
 TH0104  VERT ORDER  -  SECOND    CLASS 0
 TH0104
 TH0104.The horizontal coordinates were scaled from a topographic map and have
 TH0104.an estimated accuracy of +/- 6 seconds.
 TH0104
 TH0104.The orthometric height was determined by differential leveling
 TH0104.and adjusted by the National Geodetic Survey in June 1991..
 TH0104
 TH0104.The geoid height was determined by GEOID03.
 TH0104
 TH0104.The dynamic height is computed by dividing the NAVD 88
 TH0104.geopotential number by the normal gravity value computed on the
 TH0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0104.degrees latitude (g = 980.6199 gals.).
 TH0104
 TH0104.The modeled gravity was interpolated from observed gravity values.
 TH0104
 TH0104;                    North         East    Units  Estimated Accuracy
 TH0104;SPC MT       -   450,520.      939,230.      MT  (+/- 180 meters Scaled)
 TH0104
 TH0104                          SUPERSEDED SURVEY CONTROL
 TH0104
 TH0104  NGVD 29 (??/??/92)  618.535  (m)         2029.31   (f) ADJ UNCH    2 0
 TH0104
 TH0104.Superseded values are not recommended for survey control.
 TH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0104.See file dsdata.txt to determine how the superseded data were derived.
 TH0104
 TH0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP051402(NAD 83)
 TH0104_MARKER: P = PIPE CAP
 TH0104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0104_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0104_STAMPING: WCTC 2036
 TH0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0104
 TH0104  HISTORY     - Date     Condition        Report By
 TH0104  HISTORY     - UNK      MONUMENTED       USGLO
 TH0104  HISTORY     - 1935     GOOD             NGS
 TH0104  HISTORY     - 1972     MARK NOT FOUND   USGS
 TH0104
 TH0104                          STATION DESCRIPTION
 TH0104
 TH0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TH0104'5.3 MI N FROM BROCKTON.
 TH0104'5.3 MILES NORTH OF DEPOT ALONG THE REDSTONE ROAD TO THE NORTH SIDE OF
 TH0104'TOWNSHIP 28.  IRON POST 800 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TH0104'33 FEET SOUTH OF THE EAST-WEST LINE FENCE, 52 FEET NORTHEAST OF A
 TH0104'CORNER FENCE POST, 1 FOOT ABOVE ROAD LEVEL.  THIS MARK IS 1 MILE SOUTH
 TH0104'ALONG THE SECTION LINE ROAD FROM R-270.
 TH0104
 TH0104                          STATION RECOVERY (1972)
 TH0104
 TH0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TH0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0145 ***********************************************************************
 TH0145  DESIGNATION -  2047.2
 TH0145  PID         -  TH0145
 TH0145  STATE/COUNTY-  MT/SHERIDAN
 TH0145  USGS QUAD   -  PLENTYWOOD (1983)
 TH0145
 TH0145                         *CURRENT SURVEY CONTROL
 TH0145  ___________________________________________________________________
 TH0145* NAD 83(1986)-  48 46 28.     (N)    104 33 33.     (W)     SCALED    
 TH0145* NAVD 88     -       624.504  (meters)    2048.89   (feet)  ADJUSTED  
 TH0145  ___________________________________________________________________
 TH0145  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TH0145  DYNAMIC HT  -         624.614 (meters)    2049.25  (feet)  COMP
 TH0145  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 TH0145
 TH0145  VERT ORDER  -  FIRST     CLASS II
 TH0145
 TH0145.The horizontal coordinates were scaled from a topographic map and have
 TH0145.an estimated accuracy of +/- 6 seconds.
 TH0145
 TH0145.The orthometric height was determined by differential leveling
 TH0145.and adjusted by the National Geodetic Survey in June 1991..
 TH0145
 TH0145.The geoid height was determined by GEOID03.
 TH0145
 TH0145.The dynamic height is computed by dividing the NAVD 88
 TH0145.geopotential number by the normal gravity value computed on the
 TH0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0145.degrees latitude (g = 980.6199 gals.).
 TH0145
 TH0145.The modeled gravity was interpolated from observed gravity values.
 TH0145
 TH0145;                    North         East    Units  Estimated Accuracy
 TH0145;SPC MT       -   514,240.      962,870.      MT  (+/- 180 meters Scaled)
 TH0145
 TH0145                          SUPERSEDED SURVEY CONTROL
 TH0145
 TH0145  NGVD 29 (??/??/92)  623.977  (m)         2047.16   (f) ADJ UNCH    1 2
 TH0145
 TH0145.Superseded values are not recommended for survey control.
 TH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0145.See file dsdata.txt to determine how the superseded data were derived.
 TH0145
 TH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ323024(NAD 83)
 TH0145_MARKER: DD = SURVEY DISK
 TH0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TH0145_SP_SET: COLUMN
 TH0145_MARK LOGO: USGS  
 TH0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0145
 TH0145  HISTORY     - Date     Condition        Report By
 TH0145  HISTORY     - UNK      MONUMENTED       USGS
 TH0145  HISTORY     - 1934     GOOD             NGS
 TH0145  HISTORY     - 1981     GOOD             NGS
 TH0145
 TH0145                          STATION DESCRIPTION
 TH0145
 TH0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0145'IN PLENTYWOOD.
 TH0145'AT PLENTYWOOD, SHERIDAN COUNTY, 41 FEET WEST OF THE CENTERLINE OF THE
 TH0145'MAIN NORTH-AND-SOUTH STREET, IN FRONT OF THE OLD REBA BANK BUILDING,
 TH0145'AND IN THE SOUTH SIDE OF A CONCRETE COLUMN.  A UNITED STATES
 TH0145'GEOLOGICAL SURVEY STANDARD DISK, SET VERTICALLY.
 TH0145
 TH0145                          STATION RECOVERY (1981)
 TH0145
 TH0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0145'IN PLENTYWOOD, AT THE NORTHWEST ANGLE OF THE INTERSECTION OF MAIN
 TH0145'STREET AND 1ST STREET (STATE HIGHWAY), SET VERTICALLY IN THE SOUTHEAST
 TH0145'CORNER OF THE CHANDLER ACCOUNTING BUILDING.
 TH0145'THE MARK IS 0.2 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0158 ***********************************************************************
 TJ0158  DESIGNATION -  2088
 TJ0158  PID         -  TJ0158
 TJ0158  STATE/COUNTY-  MT/VALLEY
 TJ0158  USGS QUAD   -  GLASGOW (1978)
 TJ0158
 TJ0158                         *CURRENT SURVEY CONTROL
 TJ0158  ___________________________________________________________________
 TJ0158* NAD 83(1986)-  48 11 34.     (N)    106 38 15.     (W)     SCALED    
 TJ0158* NAVD 88     -       637.655  (meters)    2092.04   (feet)  ADJUSTED  
 TJ0158  ___________________________________________________________________
 TJ0158  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TJ0158  DYNAMIC HT  -         637.732 (meters)    2092.29  (feet)  COMP
 TJ0158  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 TJ0158
 TJ0158  VERT ORDER  -  FIRST     CLASS II
 TJ0158
 TJ0158.The horizontal coordinates were scaled from a topographic map and have
 TJ0158.an estimated accuracy of +/- 6 seconds.
 TJ0158
 TJ0158.The orthometric height was determined by differential leveling
 TJ0158.and adjusted by the National Geodetic Survey in June 1991..
 TJ0158.WARNING-Repeat measurements at this control monument indicate possible
 TJ0158.vertical movement.
 TJ0158
 TJ0158.The geoid height was determined by GEOID03.
 TJ0158
 TJ0158.The dynamic height is computed by dividing the NAVD 88
 TJ0158.geopotential number by the normal gravity value computed on the
 TJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0158.degrees latitude (g = 980.6199 gals.).
 TJ0158
 TJ0158.The modeled gravity was interpolated from observed gravity values.
 TJ0158
 TJ0158;                    North         East    Units  Estimated Accuracy
 TJ0158;SPC MT       -   442,010.      812,690.      MT  (+/- 180 meters Scaled)
 TJ0158
 TJ0158                          SUPERSEDED SURVEY CONTROL
 TJ0158
 TJ0158  NGVD 29 (??/??/92)  637.069  (m)         2090.12   (f) ADJ UNCH    1 2
 TJ0158
 TJ0158.Superseded values are not recommended for survey control.
 TJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0158.See file dsdata.txt to determine how the superseded data were derived.
 TJ0158
 TJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP783390(NAD 83)
 TJ0158_MARKER: DD = SURVEY DISK
 TJ0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0158_SP_SET: FOUNDATION
 TJ0158_STAMPING: 2090.163 MLT
 TJ0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0158
 TJ0158  HISTORY     - Date     Condition        Report By
 TJ0158  HISTORY     - UNK      MONUMENTED       USGS
 TJ0158  HISTORY     - 1948     GOOD             NGS
 TJ0158  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0158
 TJ0158                          STATION DESCRIPTION
 TJ0158
 TJ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0158'IN GLASGOW.
 TJ0158'AT GLASGOW, VALLEY COUNTY, AT THE COUNTY COURTHOUSE, AT THE NORTH
 TJ0158'ENTRANCE, IN THE NORTH FACE OF THE FOUNDATION, 1.6 FEET EAST OF THE
 TJ0158'EAST EDGE OF THE STONE STEPS AT THE ENTRANCE, AND 2 FEET ABOVE THE
 TJ0158'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 TJ0158'2090.163 MLT AND SET VERTICALLY.
 TJ0158
 TJ0158                          STATION RECOVERY (1980)
 TJ0158
 TJ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0677 ***********************************************************************
 QW0677  DESIGNATION -  21 DHW
 QW0677  PID         -  QW0677
 QW0677  STATE/COUNTY-  MT/BIG HORN
 QW0677  USGS QUAD   -  CHILKOOT COULEE (1980)
 QW0677
 QW0677                         *CURRENT SURVEY CONTROL
 QW0677  ___________________________________________________________________
 QW0677* NAD 83(1986)-  45 25 36.     (N)    108 18 21.     (W)     SCALED    
 QW0677* NAVD 88     -      1264.622  (meters)    4149.01   (feet)  POSTED    
 QW0677  ___________________________________________________________________
 QW0677  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 QW0677  DYNAMIC HT  -        1264.250 (meters)    4147.79  (feet)  COMP
 QW0677  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 QW0677
 QW0677  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0677
 QW0677.The horizontal coordinates were scaled from a topographic map and have
 QW0677.an estimated accuracy of +/- 6 seconds.
 QW0677
 QW0677.The orthometric height was determined by differential leveling
 QW0677.and adjusted by the National Geodetic Survey in 1992..
 QW0677.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0677.rate of 0.0 thru 1.0 mm/km.
 QW0677
 QW0677.The geoid height was determined by GEOID03.
 QW0677
 QW0677.The dynamic height is computed by dividing the NAVD 88
 QW0677.geopotential number by the normal gravity value computed on the
 QW0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0677.degrees latitude (g = 980.6199 gals.).
 QW0677
 QW0677.The modeled gravity was interpolated from observed gravity values.
 QW0677
 QW0677;                    North         East    Units  Estimated Accuracy
 QW0677;SPC MT       -   131,490.      693,430.      MT  (+/- 180 meters Scaled)
 QW0677
 QW0677                          SUPERSEDED SURVEY CONTROL
 QW0677
 QW0677.No superseded survey control is available for this station.
 QW0677
 QW0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR107338(NAD 83)
 QW0677_MARKER: DB = BENCH MARK DISK
 QW0677_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0677_SP_SET: PREFAB CONC. POST IN EARTH
 QW0677_STAMPING: 21 DHW 1967
 QW0677_MARK LOGO: USGS  
 QW0677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0677+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0677
 QW0677  HISTORY     - Date     Condition        Report By
 QW0677  HISTORY     - 1967     MONUMENTED       USGS
 QW0677
 QW0677                          STATION DESCRIPTION
 QW0677
 QW0677'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0677'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0677'GRADED DIRT ROADS, THENCE 8.0 MILES SOUTHEAST ALONG TRACK ROADS TO A
 QW0677'CROSSROAD, THENCE 3.69 MILES NORTH ALONG TRACK ROADS UP EAST FORK OF
 QW0677'PRYOR CREEK, .33 MILES NORTH OF A FENCE, 42 FEET NORTHEAST OF THE
 QW0677'ROAD IN A FLAT AREA, METAL WITNESS POST AND SIGN 1 FOOT EAST OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0381 ***********************************************************************
 QV0381  DESIGNATION -  21 JRP
 QV0381  PID         -  QV0381
 QV0381  STATE/COUNTY-  MT/CUSTER
 QV0381  USGS QUAD   -  H S SCHOOL (1971)
 QV0381
 QV0381                         *CURRENT SURVEY CONTROL
 QV0381  ___________________________________________________________________
 QV0381* NAD 83(1986)-  45 59 03.     (N)    106 07 05.     (W)     SCALED    
 QV0381* NAVD 88     -       842.284  (meters)    2763.39   (feet)  ADJUSTED  
 QV0381  ___________________________________________________________________
 QV0381  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 QV0381  DYNAMIC HT  -         842.160 (meters)    2762.99  (feet)  COMP
 QV0381  MODELED GRAV-     980,439.2   (mgal)                       NAVD 88
 QV0381
 QV0381  VERT ORDER  -  THIRD
 QV0381
 QV0381.The horizontal coordinates were scaled from a topographic map and have
 QV0381.an estimated accuracy of +/- 6 seconds.
 QV0381
 QV0381.The orthometric height was determined by differential leveling
 QV0381.and adjusted by the National Geodetic Survey in June 1991..
 QV0381
 QV0381.The geoid height was determined by GEOID03.
 QV0381
 QV0381.The dynamic height is computed by dividing the NAVD 88
 QV0381.geopotential number by the normal gravity value computed on the
 QV0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0381.degrees latitude (g = 980.6199 gals.).
 QV0381
 QV0381.The modeled gravity was interpolated from observed gravity values.
 QV0381
 QV0381;                    North         East    Units  Estimated Accuracy
 QV0381;SPC MT       -   198,370.      861,850.      MT  (+/- 180 meters Scaled)
 QV0381
 QV0381                          SUPERSEDED SURVEY CONTROL
 QV0381
 QV0381  NGVD 29 (??/??/92)  841.64   (m)         2761.3    (f) COMPUTED    3 0
 QV0381
 QV0381.Superseded values are not recommended for survey control.
 QV0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0381.See file dsdata.txt to determine how the superseded data were derived.
 QV0381
 QV0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL134928(NAD 83)
 QV0381_MARKER: DB = BENCH MARK DISK
 QV0381_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0381_SP_SET: COPPER-CLAD STEEL ROD
 QV0381_STAMPING: 21 JRP 1969
 QV0381_MARK LOGO: USGS  
 QV0381_MAGNETIC: I = MARKER IS A STEEL ROD
 QV0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0381+SATELLITE: SATELLITE OBSERVATIONS - 1969
 QV0381
 QV0381  HISTORY     - Date     Condition        Report By
 QV0381  HISTORY     - 1969     MONUMENTED       USGS
 QV0381
 QV0381                          STATION DESCRIPTION
 QV0381
 QV0381'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QV0381'FROM MILES CITY, MONTANA, PROCEED ABOUT 13.0 MILES SOUTHWEST ALONG
 QV0381'INTERSTATE HIGHWAY 94 TO THE JUNCTION OF MOON CREEK ROAD, THENCE 25
 QV0381'MILES SOUTHWEST ALONG MOON CREEK ROAD TO COW CREEK, THENCE 1.5 MILES
 QV0381'SOUTHEAST ALONG THE ROAD, IN THE CENTER OF SECTION 27/TOWNSHIP 3
 QV0381'NORTH/RANGE 45 EAST, 37 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 3
 QV0381'FEET NORTHWEST OF AN IRON WITNESS POST.  A COPPER-CLAD STEEL ROD
 QV0381'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0359 ***********************************************************************
 QU0359  DESIGNATION -  21 RCN
 QU0359  PID         -  QU0359
 QU0359  STATE/COUNTY-  MT/CARTER
 QU0359  USGS QUAD   -  IKEY CREEK (1979)
 QU0359
 QU0359                         *CURRENT SURVEY CONTROL
 QU0359  ___________________________________________________________________
 QU0359* NAD 83(1986)-  45 30 48.     (N)    104 32 18.     (W)     SCALED    
 QU0359* NAVD 88     -      1076.075  (meters)    3530.42   (feet)  ADJUSTED  
 QU0359  ___________________________________________________________________
 QU0359  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 QU0359  DYNAMIC HT  -        1075.832 (meters)    3529.63  (feet)  COMP
 QU0359  MODELED GRAV-     980,352.8   (mgal)                       NAVD 88
 QU0359
 QU0359  VERT ORDER  -  THIRD
 QU0359
 QU0359.The horizontal coordinates were scaled from a topographic map and have
 QU0359.an estimated accuracy of +/- 6 seconds.
 QU0359
 QU0359.The orthometric height was determined by differential leveling
 QU0359.and adjusted by the National Geodetic Survey in June 1991..
 QU0359
 QU0359.The geoid height was determined by GEOID03.
 QU0359
 QU0359.The dynamic height is computed by dividing the NAVD 88
 QU0359.geopotential number by the normal gravity value computed on the
 QU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0359.degrees latitude (g = 980.6199 gals.).
 QU0359
 QU0359.The modeled gravity was interpolated from observed gravity values.
 QU0359
 QU0359;                    North         East    Units  Estimated Accuracy
 QU0359;SPC MT       -   152,680.      987,340.      MT  (+/- 180 meters Scaled)
 QU0359
 QU0359                          SUPERSEDED SURVEY CONTROL
 QU0359
 QU0359  NGVD 29 (??/??/92) 1075.48   (m)         3528.5    (f) COMPUTED    3 0
 QU0359
 QU0359.Superseded values are not recommended for survey control.
 QU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0359.See file dsdata.txt to determine how the superseded data were derived.
 QU0359
 QU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL360400(NAD 83)
 QU0359_MARKER: DB = BENCH MARK DISK
 QU0359_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0359_SP_SET: COPPER-CLAD STEEL ROD
 QU0359_STAMPING: 21 RCN 1973 3528
 QU0359_MARK LOGO: USGS  
 QU0359_PROJECTION: FLUSH
 QU0359_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0359+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0359_ROD/PIPE-DEPTH: 8    meters
 QU0359
 QU0359  HISTORY     - Date     Condition        Report By
 QU0359  HISTORY     - 1973     MONUMENTED       USGS
 QU0359
 QU0359                          STATION DESCRIPTION
 QU0359
 QU0359'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0359'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 42.1 MILES SOUTH ALONG
 QU0359'CHALK BUTTES ROAD AND RIDGE ROAD, 35.0 FEET WEST OF THE ROAD, 4.0
 QU0359'FEET EAST OF A THREE-WAY FENCE CORNER, 2.5 FEET NORTH OF A WITNESS
 QU0359'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0525 ***********************************************************************
 RU0525  DESIGNATION -  21 RDS
 RU0525  PID         -  RU0525
 RU0525  STATE/COUNTY-  MT/GARFIELD
 RU0525  USGS QUAD   -  DUTTON RANCH (1980)
 RU0525
 RU0525                         *CURRENT SURVEY CONTROL
 RU0525  ___________________________________________________________________
 RU0525* NAD 83(1986)-  46 53 21.     (N)    107 43 49.     (W)     SCALED    
 RU0525* NAVD 88     -       902.677  (meters)    2961.53   (feet)  ADJUSTED  
 RU0525  ___________________________________________________________________
 RU0525  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 RU0525  DYNAMIC HT  -         902.632 (meters)    2961.39  (feet)  COMP
 RU0525  MODELED GRAV-     980,532.2   (mgal)                       NAVD 88
 RU0525
 RU0525  VERT ORDER  -  SECOND    CLASS 0
 RU0525
 RU0525.The horizontal coordinates were scaled from a topographic map and have
 RU0525.an estimated accuracy of +/- 6 seconds.
 RU0525
 RU0525.The orthometric height was determined by differential leveling
 RU0525.and adjusted by the National Geodetic Survey in June 1991..
 RU0525
 RU0525.The geoid height was determined by GEOID03.
 RU0525
 RU0525.The dynamic height is computed by dividing the NAVD 88
 RU0525.geopotential number by the normal gravity value computed on the
 RU0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0525.degrees latitude (g = 980.6199 gals.).
 RU0525
 RU0525.The modeled gravity was interpolated from observed gravity values.
 RU0525
 RU0525;                    North         East    Units  Estimated Accuracy
 RU0525;SPC MT       -   294,790.      734,780.      MT  (+/- 180 meters Scaled)
 RU0525
 RU0525                          SUPERSEDED SURVEY CONTROL
 RU0525
 RU0525  NGVD 29 (??/??/92)  901.990  (m)         2959.28   (f) ADJ UNCH    2 0
 RU0525
 RU0525.Superseded values are not recommended for survey control.
 RU0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0525.See file dsdata.txt to determine how the superseded data were derived.
 RU0525
 RU0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM920964(NAD 83)
 RU0525_MARKER: DB = BENCH MARK DISK
 RU0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0525_SP_SET: CONCRETE POST
 RU0525_STAMPING: 21 RDS 1962
 RU0525_MARK LOGO: USGS  
 RU0525_PROJECTION: PROJECTING 8 CENTIMETERS
 RU0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0525+STABILITY: SURFACE MOTION
 RU0525
 RU0525  HISTORY     - Date     Condition        Report By
 RU0525  HISTORY     - 1962     MONUMENTED       USGS
 RU0525
 RU0525                          STATION DESCRIPTION
 RU0525
 RU0525'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0525'19.6 KM (12.20 MI) SOUTH FROM MOSBY.
 RU0525'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 9.9 MILES
 RU0525'SOUTHALONG GRADED AND TRAIL ROADS, 6.2 MILES NORTHWEST OF THE FORD ON
 RU0525'RATTLESNAKE CREEK, 1500 FEET SOUTH OF A STOCK POND, NEAR THE
 RU0525'CENTER   OF SECTION 13, T. 13 N., R. 31 E., 24 FEET WEST OF THE
 RU0525'CENTER OF      THE TRAIL ROAD AT THE SUMMIT OF A LOW RIDGE.
 RU0525'THE MARK IS 1.1 FT ABOVE TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0545 ***********************************************************************
 TK0545  DESIGNATION -  21 REB
 TK0545  PID         -  TK0545
 TK0545  STATE/COUNTY-  MT/BLAINE
 TK0545  USGS QUAD   -  HORNBECK LAKE (1984)
 TK0545
 TK0545                         *CURRENT SURVEY CONTROL
 TK0545  ___________________________________________________________________
 TK0545* NAD 83(1986)-  48 41 16.     (N)    108 36 10.     (W)     SCALED    
 TK0545* NAVD 88     -       977.728  (meters)    3207.76   (feet)  POSTED    
 TK0545  ___________________________________________________________________
 TK0545  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0545  DYNAMIC HT  -         977.830 (meters)    3208.10  (feet)  COMP
 TK0545  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 TK0545
 TK0545  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0545
 TK0545.The horizontal coordinates were scaled from a topographic map and have
 TK0545.an estimated accuracy of +/- 6 seconds.
 TK0545
 TK0545.The orthometric height was determined by differential leveling
 TK0545.and adjusted by the National Geodetic Survey in 1992..
 TK0545.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0545.rate of 0.0 thru 1.0 mm/km.
 TK0545
 TK0545.The geoid height was determined by GEOID03.
 TK0545
 TK0545.The dynamic height is computed by dividing the NAVD 88
 TK0545.geopotential number by the normal gravity value computed on the
 TK0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0545.degrees latitude (g = 980.6199 gals.).
 TK0545
 TK0545.The modeled gravity was interpolated from observed gravity values.
 TK0545
 TK0545;                    North         East    Units  Estimated Accuracy
 TK0545;SPC MT       -   493,530.      666,050.      MT  (+/- 180 meters Scaled)
 TK0545
 TK0545                          SUPERSEDED SURVEY CONTROL
 TK0545
 TK0545.No superseded survey control is available for this station.
 TK0545
 TK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU764955(NAD 83)
 TK0545_MARKER: DB = BENCH MARK DISK
 TK0545_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0545+WITH SETTING: INFORMATION.
 TK0545_SP_SET: SHALLOW-SET METAL ROD
 TK0545_STAMPING: 21 REB 1979
 TK0545_MARK LOGO: USGS  
 TK0545_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0545_ROD/PIPE-DEPTH: 1.68 meters
 TK0545
 TK0545  HISTORY     - Date     Condition        Report By
 TK0545  HISTORY     - 1979     MONUMENTED       USGS
 TK0545
 TK0545                          STATION DESCRIPTION
 TK0545
 TK0545'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0545'23.0 KM (14.30 MI) NE FROM HARLEM.
 TK0545'14.3 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0545'HARLEM ALONG HIGHWAY 241, NEAR THE CENTER OF THE SOUTHWEST 1/4 OF
 TK0545'SECTION 21, T34N, R24E, 59 FEET NORTHEAST AND 59 FEET NORTHWEST OF A
 TK0545'DOUBLE TURN - OUT, 8 FEET NORTHEAST OF A 24 - INCH FLAT STONE, 4.4
 TK0545'FEET SOUTH OF A LONE METAL FENCE POST, AND 1 FOOT SOUTHEAST OF A
 TK0545'FENCE.
 TK0545'THE MARK IS 2.3 FT  SW FROM  A WITNESS POST
 TK0545'THE MARK IS 2.0 FT BELOW TURN-OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0996 ***********************************************************************
 TN0996  DESIGNATION -  21 RHM
 TN0996  PID         -  TN0996
 TN0996  STATE/COUNTY-  MT/LINCOLN
 TN0996  USGS QUAD   -  YAAK (1963)
 TN0996
 TN0996                         *CURRENT SURVEY CONTROL
 TN0996  ___________________________________________________________________
 TN0996* NAD 83(1986)-  48 51 43.     (N)    115 40 02.     (W)     SCALED    
 TN0996* NAVD 88     -       925.955  (meters)    3037.90   (feet)  ADJUSTED  
 TN0996  ___________________________________________________________________
 TN0996  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TN0996  DYNAMIC HT  -         926.027 (meters)    3038.14  (feet)  COMP
 TN0996  MODELED GRAV-     980,657.4   (mgal)                       NAVD 88
 TN0996
 TN0996  VERT ORDER  -  THIRD
 TN0996
 TN0996.The horizontal coordinates were scaled from a topographic map and have
 TN0996.an estimated accuracy of +/- 6 seconds.
 TN0996
 TN0996.The orthometric height was determined by differential leveling
 TN0996.and adjusted by the National Geodetic Survey in June 1991..
 TN0996
 TN0996.The geoid height was determined by GEOID03.
 TN0996
 TN0996.The dynamic height is computed by dividing the NAVD 88
 TN0996.geopotential number by the normal gravity value computed on the
 TN0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0996.degrees latitude (g = 980.6199 gals.).
 TN0996
 TN0996.The modeled gravity was interpolated from observed gravity values.
 TN0996
 TN0996;                    North         East    Units  Estimated Accuracy
 TN0996;SPC MT       -   530,320.      147,990.      MT  (+/- 180 meters Scaled)
 TN0996
 TN0996                          SUPERSEDED SURVEY CONTROL
 TN0996
 TN0996.No superseded survey control is available for this station.
 TN0996
 TN0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ977129(NAD 83)
 TN0996_MARKER: DB = BENCH MARK DISK
 TN0996_SETTING: 66 = SET IN ROCK OUTCROP
 TN0996_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0996_STAMPING: 21 RHM 1963
 TN0996_MARK LOGO: USGS  
 TN0996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0996+STABILITY: POSITION/ELEVATION WELL
 TN0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0996+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0996
 TN0996  HISTORY     - Date     Condition        Report By
 TN0996  HISTORY     - 1963     MONUMENTED       USGS
 TN0996
 TN0996                          STATION DESCRIPTION
 TN0996
 TN0996'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0996'FROM YAAK, MONTANA, FROM THE INTERSECTIONS OF ROADS 68 AND 92,
 TN0996'PROCEED 3.0 MILES NORTH ALONG ROAD 92 TO A Y-JUNCTION NORTHEAST, IN
 TN0996'THE NORTHWEST 1/4 CORNER OF SECTION 30/TOWNSHIP 36 NORTH/RANGE 31
 TN0996'WEST, 200 FEET NORTH AND 18 FEET WEST AND 3 FEET HIGHER THAN ROAD, IN
 TN0996'THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1092 ***********************************************************************
 SU1092  DESIGNATION -  21 RHM
 SU1092  PID         -  SU1092
 SU1092  STATE/COUNTY-  MT/SANDERS
 SU1092  USGS QUAD   -  EDDY MOUNTAIN (1964)
 SU1092
 SU1092                         *CURRENT SURVEY CONTROL
 SU1092  ___________________________________________________________________
 SU1092* NAD 83(1986)-  47 34 59.     (N)    115 14 12.     (W)     SCALED    
 SU1092* NAVD 88     -       753.987  (meters)    2473.71   (feet)  ADJUSTED  
 SU1092  ___________________________________________________________________
 SU1092  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SU1092  DYNAMIC HT  -         753.950 (meters)    2473.58  (feet)  COMP
 SU1092  MODELED GRAV-     980,539.2   (mgal)                       NAVD 88
 SU1092
 SU1092  VERT ORDER  -  THIRD
 SU1092
 SU1092.The horizontal coordinates were scaled from a topographic map and have
 SU1092.an estimated accuracy of +/- 6 seconds.
 SU1092
 SU1092.The orthometric height was determined by differential leveling
 SU1092.and adjusted by the National Geodetic Survey in June 1991..
 SU1092
 SU1092.The geoid height was determined by GEOID03.
 SU1092
 SU1092.The dynamic height is computed by dividing the NAVD 88
 SU1092.geopotential number by the normal gravity value computed on the
 SU1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1092.degrees latitude (g = 980.6199 gals.).
 SU1092
 SU1092.The modeled gravity was interpolated from observed gravity values.
 SU1092
 SU1092;                    North         East    Units  Estimated Accuracy
 SU1092;SPC MT       -   386,150.      169,090.      MT  (+/- 180 meters Scaled)
 SU1092
 SU1092                          SUPERSEDED SURVEY CONTROL
 SU1092
 SU1092  NGVD 29 (??/??/92)  752.81   (m)         2469.8    (f) COMPUTED    3 0
 SU1092
 SU1092.Superseded values are not recommended for survey control.
 SU1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1092.See file dsdata.txt to determine how the superseded data were derived.
 SU1092
 SU1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN325714(NAD 83)
 SU1092_MARKER: DB = BENCH MARK DISK
 SU1092_SETTING: 66 = SET IN ROCK OUTCROP
 SU1092_SP_SET: ROCK OUTCROP
 SU1092_STAMPING: 21 RHM 1964
 SU1092_MARK LOGO: USGS  
 SU1092_MAGNETIC: I = MARKER IS A STEEL ROD
 SU1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1092+STABILITY: POSITION/ELEVATION WELL
 SU1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1092+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1092
 SU1092  HISTORY     - Date     Condition        Report By
 SU1092  HISTORY     - 1964     MONUMENTED       USGS
 SU1092
 SU1092                          STATION DESCRIPTION
 SU1092
 SU1092'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1092'FROM THE NORTH PACIFIC RAILROAD STATION AT THOMPSON FALLS, MONTANA,
 SU1092'PROCEED 5.1 MILES SOUTHEAST TO THE JUNCTION OF U S HIGHWAY 10A AND
 SU1092'THOMPSON RIVER ROAD, THENCE 0.3 MILES NORTH ALONG THOMPSON RIVER ROAD
 SU1092'TO A LARGE ROCK OUTCROP ON THE EAST SIDE OF A PRIVATE LOGGING ROAD,
 SU1092'260 FEET SOUTH OF Y-ROAD SOUTHWEST AND 54 FEET SOUTHEAST OF THOMPSON
 SU1092'RIVER ROAD AND 14 FEET EAST OF PRIVATE LOGGING ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0715 ***********************************************************************
 TL0715  DESIGNATION -  21 WCA
 TL0715  PID         -  TL0715
 TL0715  STATE/COUNTY-  MT/HILL
 TL0715  USGS QUAD   -  LOST RIVER (1972)
 TL0715
 TL0715                         *CURRENT SURVEY CONTROL
 TL0715  ___________________________________________________________________
 TL0715* NAD 83(1986)-  48 54 51.     (N)    110 26 44.     (W)     SCALED    
 TL0715* NAVD 88     -       887.670  (meters)    2912.30   (feet)  ADJUSTED  
 TL0715  ___________________________________________________________________
 TL0715  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TL0715  DYNAMIC HT  -         887.768 (meters)    2912.62  (feet)  COMP
 TL0715  MODELED GRAV-     980,689.7   (mgal)                       NAVD 88
 TL0715
 TL0715  VERT ORDER  -  THIRD
 TL0715
 TL0715.The horizontal coordinates were scaled from a topographic map and have
 TL0715.an estimated accuracy of +/- 6 seconds.
 TL0715
 TL0715.The orthometric height was determined by differential leveling
 TL0715.and adjusted by the National Geodetic Survey in June 1991..
 TL0715
 TL0715.The geoid height was determined by GEOID03.
 TL0715
 TL0715.The dynamic height is computed by dividing the NAVD 88
 TL0715.geopotential number by the normal gravity value computed on the
 TL0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0715.degrees latitude (g = 980.6199 gals.).
 TL0715
 TL0715.The modeled gravity was interpolated from observed gravity values.
 TL0715
 TL0715;                    North         East    Units  Estimated Accuracy
 TL0715;SPC MT       -   518,740.      530,700.      MT  (+/- 180 meters Scaled)
 TL0715
 TL0715                          SUPERSEDED SURVEY CONTROL
 TL0715
 TL0715.No superseded survey control is available for this station.
 TL0715
 TL0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV406180(NAD 83)
 TL0715_MARKER: DB = BENCH MARK DISK
 TL0715_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0715_SP_SET: PREFAB CONC. POST IN EARTH
 TL0715_STAMPING: 21 WCA 1963 2910
 TL0715_MARK LOGO: USGS  
 TL0715_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0715+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0715
 TL0715  HISTORY     - Date     Condition        Report By
 TL0715  HISTORY     - 1963     MONUMENTED       USGS
 TL0715
 TL0715                          STATION DESCRIPTION
 TL0715
 TL0715'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0715'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0715'THENCE 17 MILES NORTH, THENCE 2 MILES WEST, THENCE 4 MILES NORTH,
 TL0715'THENCE 5 MILES WEST, IN THE NORTHWEST CORNER OF SECTION 4/TOWNSHIP 36
 TL0715'NORTH/RANGE 10 EAST, 42 FEET SOUTH AND 55 FEET EAST AND 2.9 FEET
 TL0715'LOWER THAN A T-ROAD SOUTH, PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0702 ***********************************************************************
 TJ0702  DESIGNATION -  21 WR
 TJ0702  PID         -  TJ0702
 TJ0702  STATE/COUNTY-  MT/PHILLIPS
 TJ0702  USGS QUAD   -  FORKS (1984)
 TJ0702
 TJ0702                         *CURRENT SURVEY CONTROL
 TJ0702  ___________________________________________________________________
 TJ0702* NAD 83(1986)-  48 44 31.     (N)    107 25 31.     (W)     SCALED    
 TJ0702* NAVD 88     -       834.714  (meters)    2738.56   (feet)  POSTED    
 TJ0702  ___________________________________________________________________
 TJ0702  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0702  DYNAMIC HT  -         834.820 (meters)    2738.91  (feet)  COMP
 TJ0702  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 TJ0702
 TJ0702  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0702
 TJ0702.The horizontal coordinates were scaled from a topographic map and have
 TJ0702.an estimated accuracy of +/- 6 seconds.
 TJ0702
 TJ0702.The orthometric height was determined by differential leveling
 TJ0702.and adjusted by the National Geodetic Survey in 1992..
 TJ0702.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0702.rate of 0.0 thru 1.0 mm/km.
 TJ0702
 TJ0702.The geoid height was determined by GEOID03.
 TJ0702
 TJ0702.The dynamic height is computed by dividing the NAVD 88
 TJ0702.geopotential number by the normal gravity value computed on the
 TJ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0702.degrees latitude (g = 980.6199 gals.).
 TJ0702
 TJ0702.The modeled gravity was interpolated from observed gravity values.
 TJ0702
 TJ0702;                    North         East    Units  Estimated Accuracy
 TJ0702;SPC MT       -   501,190.      752,550.      MT  (+/- 180 meters Scaled)
 TJ0702
 TJ0702                          SUPERSEDED SURVEY CONTROL
 TJ0702
 TJ0702.No superseded survey control is available for this station.
 TJ0702
 TJ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ217016(NAD 83)
 TJ0702_MARKER: DB = BENCH MARK DISK
 TJ0702_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0702_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0702_STAMPING: 21 WR 2736 1968
 TJ0702_MARK LOGO: USGS  
 TJ0702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0702+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0702
 TJ0702  HISTORY     - Date     Condition        Report By
 TJ0702  HISTORY     - 1968     MONUMENTED       USGS
 TJ0702
 TJ0702                          STATION DESCRIPTION
 TJ0702
 TJ0702'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0702'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 10.27 MILES EAST
 TJ0702'AND SOUTH ALONG A GRAVEL ROAD, SECTION 4-5-32-33/TOWNSHIP 34-35
 TJ0702'NORTH/RANGE 33 EAST, 50 FEET SOUTH AND 25 FEET EAST OF THE CENTERLINE
 TJ0702'OF THE ROAD AT A DIM SECTION LINE ROAD CROSSING, 8 FEET SOUTH AND 6
 TJ0702'FEET WEST OF A R.E.A. POLE, PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0132 ***********************************************************************
 TH0132  DESIGNATION -  2109
 TH0132  PID         -  TH0132
 TH0132  STATE/COUNTY-  MT/RICHLAND
 TH0132  USGS QUAD   -  MORTARSTONE BLUFF (1989)
 TH0132
 TH0132                         *CURRENT SURVEY CONTROL
 TH0132  ___________________________________________________________________
 TH0132* NAD 83(1986)-  48 00 54.     (N)    104 53 14.     (W)     SCALED    
 TH0132* NAVD 88     -       641.789  (meters)    2105.60   (feet)  ADJUSTED  
 TH0132  ___________________________________________________________________
 TH0132  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TH0132  DYNAMIC HT  -         641.852 (meters)    2105.81  (feet)  COMP
 TH0132  MODELED GRAV-     980,687.6   (mgal)                       NAVD 88
 TH0132
 TH0132  VERT ORDER  -  SECOND    CLASS 0
 TH0132
 TH0132.The horizontal coordinates were scaled from a topographic map and have
 TH0132.an estimated accuracy of +/- 6 seconds.
 TH0132
 TH0132.The orthometric height was determined by differential leveling
 TH0132.and adjusted by the National Geodetic Survey in June 1991..
 TH0132
 TH0132.The geoid height was determined by GEOID03.
 TH0132
 TH0132.The dynamic height is computed by dividing the NAVD 88
 TH0132.geopotential number by the normal gravity value computed on the
 TH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0132.degrees latitude (g = 980.6199 gals.).
 TH0132
 TH0132.The modeled gravity was interpolated from observed gravity values.
 TH0132
 TH0132;                    North         East    Units  Estimated Accuracy
 TH0132;SPC MT       -   428,490.      943,780.      MT  (+/- 180 meters Scaled)
 TH0132
 TH0132                          SUPERSEDED SURVEY CONTROL
 TH0132
 TH0132  NGVD 29 (??/??/92)  641.227  (m)         2103.76   (f) ADJ UNCH    2 0
 TH0132
 TH0132.Superseded values are not recommended for survey control.
 TH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0132.See file dsdata.txt to determine how the superseded data were derived.
 TH0132
 TH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP084179(NAD 83)
 TH0132_MARKER: P = PIPE CAP
 TH0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0132_STAMPING: 2109 FT
 TH0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0132
 TH0132  HISTORY     - Date     Condition        Report By
 TH0132  HISTORY     - UNK      MONUMENTED       USGS
 TH0132  HISTORY     - 1934     GOOD             NGS
 TH0132
 TH0132                          STATION DESCRIPTION
 TH0132
 TH0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0132'12.3 MI S FROM BROCKTON.
 TH0132'IN RICHLAND COUNTY, ABOUT 12.3 MILES SOUTH ALONG THE ROAD LEADING TO
 TH0132'LANE FROM BROCKTON, ROOSEVELT COUNTY, ABOUT 0.3 MILE EAST OF THE ROAD,
 TH0132'ABOUT 0.1 MILE EAST OF A FARMHOUSE, ABOUT 90 YARDS WEST OF THE WEST
 TH0132'BANK OF WEST CHARLEY CREEK, AND AT THE NORTH OF NICHOLSON COULEE. A
 TH0132'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2109 AND RIVETED
 TH0132'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0108 ***********************************************************************
 RW0108  DESIGNATION -  214
 RW0108  PID         -  RW0108
 RW0108  STATE/COUNTY-  MT/MEAGHER
 RW0108  USGS QUAD   -  RINGLING (1980)
 RW0108
 RW0108                         *CURRENT SURVEY CONTROL
 RW0108  ___________________________________________________________________
 RW0108* NAD 83(1986)-  46 18 29.     (N)    110 48 15.     (W)     SCALED    
 RW0108* NAVD 88     -      1632.774  (meters)    5356.86   (feet)  ADJUSTED  
 RW0108  ___________________________________________________________________
 RW0108  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 RW0108  DYNAMIC HT  -        1632.273 (meters)    5355.22  (feet)  COMP
 RW0108  MODELED GRAV-     980,249.6   (mgal)                       NAVD 88
 RW0108
 RW0108  VERT ORDER  -  SECOND    CLASS 0
 RW0108
 RW0108.The horizontal coordinates were scaled from a topographic map and have
 RW0108.an estimated accuracy of +/- 6 seconds.
 RW0108
 RW0108.The orthometric height was determined by differential leveling
 RW0108.and adjusted by the National Geodetic Survey in June 1991..
 RW0108
 RW0108.The geoid height was determined by GEOID03.
 RW0108
 RW0108.The dynamic height is computed by dividing the NAVD 88
 RW0108.geopotential number by the normal gravity value computed on the
 RW0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0108.degrees latitude (g = 980.6199 gals.).
 RW0108
 RW0108.The modeled gravity was interpolated from observed gravity values.
 RW0108
 RW0108;                    North         East    Units  Estimated Accuracy
 RW0108;SPC MT       -   229,540.      499,600.      MT  (+/- 180 meters Scaled)
 RW0108
 RW0108                          SUPERSEDED SURVEY CONTROL
 RW0108
 RW0108  NGVD 29 (??/??/92) 1631.635  (m)         5353.12   (f) ADJ UNCH    2 0
 RW0108
 RW0108.Superseded values are not recommended for survey control.
 RW0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0108.See file dsdata.txt to determine how the superseded data were derived.
 RW0108
 RW0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS150282(NAD 83)
 RW0108_MARKER: DD = SURVEY DISK
 RW0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0108_STAMPING: 214
 RW0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0108+STABILITY: SURFACE MOTION
 RW0108
 RW0108  HISTORY     - Date     Condition        Report By
 RW0108  HISTORY     - UNK      MONUMENTED
 RW0108  HISTORY     - 1947     GOOD             NGS
 RW0108
 RW0108                          STATION DESCRIPTION
 RW0108
 RW0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 RW0108'2.3 MI N FROM RINGLING.
 RW0108'2.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM RINGLING, 0.2 MILE NORTH OF
 RW0108'A FARMHOUSE, 170 FEET NORTH OF THE INTERSECTION OF AN EAST-AND-WEST
 RW0108'FENCE AND THE RIGHT-OF-WAY FENCE, 22 FEET WEST OF THE CENTERLINE OF
 RW0108'THE HIGHWAY, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE. A STATE SURVEY
 RW0108'STANDARD DISK, STAMPED 214 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0679 ***********************************************************************
 TN0679  DESIGNATION -  2146.12
 TN0679  PID         -  TN0679
 TN0679  STATE/COUNTY-  MT/LINCOLN
 TN0679  USGS QUAD   -  TONY PEAK (1983)
 TN0679
 TN0679                         *CURRENT SURVEY CONTROL
 TN0679  ___________________________________________________________________
 TN0679* NAD 83(1986)-  48 21 55.     (N)    115 19 20.     (W)     SCALED    
 TN0679* NAVD 88     -       655.308  (meters)    2149.96   (feet)  ADJUSTED  
 TN0679  ___________________________________________________________________
 TN0679  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 TN0679  DYNAMIC HT  -         655.344 (meters)    2150.07  (feet)  COMP
 TN0679  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 TN0679
 TN0679  VERT ORDER  -  FIRST     CLASS II
 TN0679
 TN0679.The horizontal coordinates were scaled from a topographic map and have
 TN0679.an estimated accuracy of +/- 6 seconds.
 TN0679
 TN0679.The orthometric height was determined by differential leveling
 TN0679.and adjusted by the National Geodetic Survey in June 1991..
 TN0679
 TN0679.The geoid height was determined by GEOID03.
 TN0679
 TN0679.The dynamic height is computed by dividing the NAVD 88
 TN0679.geopotential number by the normal gravity value computed on the
 TN0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0679.degrees latitude (g = 980.6199 gals.).
 TN0679
 TN0679.The modeled gravity was interpolated from observed gravity values.
 TN0679
 TN0679;                    North         East    Units  Estimated Accuracy
 TN0679;SPC MT       -   473,320.      169,130.      MT  (+/- 180 meters Scaled)
 TN0679
 TN0679                          SUPERSEDED SURVEY CONTROL
 TN0679
 TN0679.No superseded survey control is available for this station.
 TN0679
 TN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP242582(NAD 83)
 TN0679_MARKER: DB = BENCH MARK DISK
 TN0679_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 TN0679_SP_SET: BRIDGE ABUTMENT
 TN0679_STAMPING: ELEV. 2146.12 1967
 TN0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0679+STABILITY: POSITION/ELEVATION WELL
 TN0679
 TN0679  HISTORY     - Date     Condition        Report By
 TN0679  HISTORY     - 1967     MONUMENTED       BPR
 TN0679  HISTORY     - 1980     GOOD             NGS
 TN0679
 TN0679                          STATION DESCRIPTION
 TN0679
 TN0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0679'22.5 KM NE FROM LIBBY.
 TN0679'22.5 KILOMETERS (13.9 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0679'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, SET IN TOP OF THE CURB
 TN0679'AT THE NORTH END OF THE EAST ABUTMENT OF A HIGHWAY BRIDGE OVER
 TN0679'THE KOOTENAI RIVER, 5.2 METERS (17.0 FEET) NORTH OF THE CENTERLINE OF
 TN0679'THE HIGHWAY, 0.3 METER (1.0 FEET) EAST OF THE EXPANSION JOINT AT
 TN0679'THE WEST END OF THE ABUTMENT.
 TN0679'THE MARK IS ABOVE LEVEL WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0680 ***********************************************************************
 TN0680  DESIGNATION -  2146.24
 TN0680  PID         -  TN0680
 TN0680  STATE/COUNTY-  MT/LINCOLN
 TN0680  USGS QUAD   -  TONY PEAK (1983)
 TN0680
 TN0680                         *CURRENT SURVEY CONTROL
 TN0680  ___________________________________________________________________
 TN0680* NAD 83(1986)-  48 21 59.     (N)    115 19 36.     (W)     SCALED    
 TN0680* NAVD 88     -       655.357  (meters)    2150.12   (feet)  ADJUSTED  
 TN0680  ___________________________________________________________________
 TN0680  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TN0680  DYNAMIC HT  -         655.392 (meters)    2150.23  (feet)  COMP
 TN0680  MODELED GRAV-     980,645.6   (mgal)                       NAVD 88
 TN0680
 TN0680  VERT ORDER  -  FIRST     CLASS II
 TN0680
 TN0680.The horizontal coordinates were scaled from a topographic map and have
 TN0680.an estimated accuracy of +/- 6 seconds.
 TN0680
 TN0680.The orthometric height was determined by differential leveling
 TN0680.and adjusted by the National Geodetic Survey in June 1991..
 TN0680
 TN0680.The geoid height was determined by GEOID03.
 TN0680
 TN0680.The dynamic height is computed by dividing the NAVD 88
 TN0680.geopotential number by the normal gravity value computed on the
 TN0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0680.degrees latitude (g = 980.6199 gals.).
 TN0680
 TN0680.The modeled gravity was interpolated from observed gravity values.
 TN0680
 TN0680;                    North         East    Units  Estimated Accuracy
 TN0680;SPC MT       -   473,470.      168,810.      MT  (+/- 180 meters Scaled)
 TN0680
 TN0680                          SUPERSEDED SURVEY CONTROL
 TN0680
 TN0680.No superseded survey control is available for this station.
 TN0680
 TN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP239583(NAD 83)
 TN0680_MARKER: DB = BENCH MARK DISK
 TN0680_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TN0680_SP_SET: BRIDGE ABUTMENT
 TN0680_STAMPING: 2146.24
 TN0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0680
 TN0680  HISTORY     - Date     Condition        Report By
 TN0680  HISTORY     - 1967     MONUMENTED       BPR
 TN0680  HISTORY     - 1980     GOOD             NGS
 TN0680
 TN0680                          STATION DESCRIPTION
 TN0680
 TN0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0680'22.1 KM NE FROM LIBBY.
 TN0680'22.1 KILOMETERS (13.65) MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0680'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, SET IN TOP OF THE CURB ON
 TN0680'THE NORTH END OF THE WEST ABUTMENT OF A HIGHWAY BRIDGE OVER THE
 TN0680'KOOTENAI RIVER, 4.7 METERS (15.5 FEET) NORTH OF THE CENTERLINE
 TN0680'OF THE HIGHWAY, 0.2 METER (0.7 FOOT) WEST OF THE EXPANSION JOINT
 TN0680'AT THE EAST END OF THE ABUTMENT.
 TN0680'THE MARK IS ABOVE LEVEL WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0364 ***********************************************************************
 TN0364  DESIGNATION -  2169 T
 TN0364  PID         -  TN0364
 TN0364  STATE/COUNTY-  MT/SANDERS
 TN0364  USGS QUAD   -  SMEADS BENCH (1983)
 TN0364
 TN0364                         *CURRENT SURVEY CONTROL
 TN0364  ___________________________________________________________________
 TN0364* NAD 83(1986)-  48 01 48.     (N)    115 52 08.     (W)     SCALED    
 TN0364* NAVD 88     -       661.245  (meters)    2169.43   (feet)  ADJUSTED  
 TN0364  ___________________________________________________________________
 TN0364  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TN0364  DYNAMIC HT  -         661.258 (meters)    2169.48  (feet)  COMP
 TN0364  MODELED GRAV-     980,610.3   (mgal)                       NAVD 88
 TN0364
 TN0364  VERT ORDER  -  FIRST     CLASS II
 TN0364
 TN0364.The horizontal coordinates were scaled from a topographic map and have
 TN0364.an estimated accuracy of +/- 6 seconds.
 TN0364
 TN0364.The orthometric height was determined by differential leveling
 TN0364.and adjusted by the National Geodetic Survey in June 1991..
 TN0364
 TN0364.The geoid height was determined by GEOID03.
 TN0364
 TN0364.The dynamic height is computed by dividing the NAVD 88
 TN0364.geopotential number by the normal gravity value computed on the
 TN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0364.degrees latitude (g = 980.6199 gals.).
 TN0364
 TN0364.The modeled gravity was interpolated from observed gravity values.
 TN0364
 TN0364;                    North         East    Units  Estimated Accuracy
 TN0364;SPC MT       -   439,320.      125,730.      MT  (+/- 180 meters Scaled)
 TN0364
 TN0364                          SUPERSEDED SURVEY CONTROL
 TN0364
 TN0364  NGVD 29 (??/??/92)  660.09   (m)         2165.6    (f) COMPUTED    1 2
 TN0364
 TN0364.Superseded values are not recommended for survey control.
 TN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0364.See file dsdata.txt to determine how the superseded data were derived.
 TN0364
 TN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP843202(NAD 83)
 TN0364_MARKER: P = PIPE CAP
 TN0364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0364_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0364_STAMPING: 2169 T
 TN0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0364
 TN0364  HISTORY     - Date     Condition        Report By
 TN0364  HISTORY     - UNK      MONUMENTED       USGS
 TN0364  HISTORY     - 1959     MARK NOT FOUND   NGS
 TN0364
 TN0364                          STATION DESCRIPTION
 TN0364
 TN0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TN0364'4.8 MI NW FROM NOXON.
 TN0364'AT SMEAD, ON THE NORTHERN PACIFIC RR, 105 FT E OF E END OF STATION
 TN0364'SHELTER BUILDING, 831 FT E OF MILEPOST 75, 26 FT S OF THE CENTERLINE
 TN0364'OF THE MAIN TRACK OPPOSITE NPRR STA. 14204+10.  A STANDARD BRONZE CAP
 TN0364'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.  NOTE-- THE OLD RAILWAY
 TN0364'IS NOW UNDER WATER AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0300 ***********************************************************************
 TJ0300  DESIGNATION -  2173
 TJ0300  PID         -  TJ0300
 TJ0300  STATE/COUNTY-  MT/VALLEY
 TJ0300  USGS QUAD   -  HINSDALE NW (1984)
 TJ0300
 TJ0300                         *CURRENT SURVEY CONTROL
 TJ0300  ___________________________________________________________________
 TJ0300* NAD 83(1986)-  48 25 02.     (N)    107 13 55.     (W)     SCALED    
 TJ0300* NAVD 88     -       663.684  (meters)    2177.44   (feet)  POSTED    
 TJ0300  ___________________________________________________________________
 TJ0300  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TJ0300  DYNAMIC HT  -         663.780 (meters)    2177.75  (feet)  COMP
 TJ0300  MODELED GRAV-     980,736.9   (mgal)                       NAVD 88
 TJ0300
 TJ0300  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0300
 TJ0300.The horizontal coordinates were scaled from a topographic map and have
 TJ0300.an estimated accuracy of +/- 6 seconds.
 TJ0300
 TJ0300.The orthometric height was determined by differential leveling
 TJ0300.and adjusted by the National Geodetic Survey in 1992..
 TJ0300.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0300.rate of 0.0 thru 1.0 mm/km.
 TJ0300
 TJ0300.The geoid height was determined by GEOID03.
 TJ0300
 TJ0300.The dynamic height is computed by dividing the NAVD 88
 TJ0300.geopotential number by the normal gravity value computed on the
 TJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0300.degrees latitude (g = 980.6199 gals.).
 TJ0300
 TJ0300.The modeled gravity was interpolated from observed gravity values.
 TJ0300
 TJ0300;                    North         East    Units  Estimated Accuracy
 TJ0300;SPC MT       -   465,500.      767,810.      MT  (+/- 180 meters Scaled)
 TJ0300
 TJ0300                          SUPERSEDED SURVEY CONTROL
 TJ0300
 TJ0300  NGVD 29 (??/??/92)  663.015  (m)         2175.24   (f) ADJ UNCH    1 2
 TJ0300
 TJ0300.Superseded values are not recommended for survey control.
 TJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0300.See file dsdata.txt to determine how the superseded data were derived.
 TJ0300
 TJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP348650(NAD 83)
 TJ0300_MARKER: P = PIPE CAP
 TJ0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0300_STAMPING: 2175.242 MLT
 TJ0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0300
 TJ0300  HISTORY     - Date     Condition        Report By
 TJ0300  HISTORY     - UNK      MONUMENTED       USGS
 TJ0300  HISTORY     - 1934     GOOD             NGS
 TJ0300  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0300
 TJ0300                          STATION DESCRIPTION
 TJ0300
 TJ0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0300'0.6 MI E FROM BEAVERTON.
 TJ0300'0.6 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE EAST END OF
 TJ0300'THE SWITCH AT BEAVERTON, VALLEY COUNTY, 400 FEET EAST OF STEEL BRIDGE
 TJ0300'434, AND 100 FEET SOUTH OF THE TRACK.  A UNITED STATES GEOLOGICAL
 TJ0300'SURVEY STANDARD CAP, STAMPED 2175.242 MLT AND RIVETED ON THE TOP OF A
 TJ0300'3-1/2-INCH IRON PIPE.
 TJ0300
 TJ0300                          STATION RECOVERY (1980)
 TJ0300
 TJ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0598 ***********************************************************************
 SU0598  DESIGNATION -  2182
 SU0598  PID         -  SU0598
 SU0598  STATE/COUNTY-  MT/SANDERS
 SU0598  USGS QUAD   -  NOXON (1983)
 SU0598
 SU0598                         *CURRENT SURVEY CONTROL
 SU0598  ___________________________________________________________________
 SU0598* NAD 83(1986)-  47 59 46.     (N)    115 46 50.     (W)     SCALED    
 SU0598* NAVD 88     -       665.241  (meters)    2182.54   (feet)  ADJUSTED  
 SU0598  ___________________________________________________________________
 SU0598  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SU0598  DYNAMIC HT  -         665.256 (meters)    2182.59  (feet)  COMP
 SU0598  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 SU0598
 SU0598  VERT ORDER  -  FIRST     CLASS II
 SU0598
 SU0598.The horizontal coordinates were scaled from a topographic map and have
 SU0598.an estimated accuracy of +/- 6 seconds.
 SU0598
 SU0598.The orthometric height was determined by differential leveling
 SU0598.and adjusted by the National Geodetic Survey in June 1991..
 SU0598.WARNING-Repeat measurements at this control monument indicate possible
 SU0598.vertical movement.
 SU0598
 SU0598.The geoid height was determined by GEOID03.
 SU0598
 SU0598.The dynamic height is computed by dividing the NAVD 88
 SU0598.geopotential number by the normal gravity value computed on the
 SU0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0598.degrees latitude (g = 980.6199 gals.).
 SU0598
 SU0598.The modeled gravity was interpolated from observed gravity values.
 SU0598
 SU0598;                    North         East    Units  Estimated Accuracy
 SU0598;SPC MT       -   435,040.      131,990.      MT  (+/- 180 meters Scaled)
 SU0598
 SU0598                          SUPERSEDED SURVEY CONTROL
 SU0598
 SU0598  NGVD 29 (??/??/92)  664.08   (m)         2178.7    (f) COMPUTED    1 2
 SU0598
 SU0598.Superseded values are not recommended for survey control.
 SU0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0598.See file dsdata.txt to determine how the superseded data were derived.
 SU0598
 SU0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP909165(NAD 83)
 SU0598_MARKER: P = PIPE CAP
 SU0598_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0598_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0598_STAMPING: 2182 DATUM T
 SU0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0598
 SU0598  HISTORY     - Date     Condition        Report By
 SU0598  HISTORY     - UNK      MONUMENTED       USGS
 SU0598  HISTORY     - 1959     MARK NOT FOUND   NGS
 SU0598
 SU0598                          STATION DESCRIPTION
 SU0598
 SU0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0598'IN NOXON.
 SU0598'AT NOXON, SANDERS COUNTY, ON THE NORTHERN PACIFIC RAILROAD, 88 FEET N
 SU0598'OF CENTER OF THE TRACK.  50 FT NE OF THE NE CORNER OF THE RAILROAD
 SU0598'STATION.  A STANDARD BRONZE CAP RIVETED ON THE TOP OF A 3 1/2 INCH
 SU0598'IRON PIPE STAMPED 2182 DATUM T.  NOTE-- EXCAVATION WORK HAS BEEN DONE
 SU0598'IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0678 ***********************************************************************
 QW0678  DESIGNATION -  22 DHW
 QW0678  PID         -  QW0678
 QW0678  STATE/COUNTY-  MT/BIG HORN
 QW0678  USGS QUAD   -  CHILKOOT COULEE (1980)
 QW0678
 QW0678                         *CURRENT SURVEY CONTROL
 QW0678  ___________________________________________________________________
 QW0678* NAD 83(1986)-  45 24 20.     (N)    108 19 34.     (W)     SCALED    
 QW0678* NAVD 88     -      1302.568  (meters)    4273.51   (feet)  POSTED    
 QW0678  ___________________________________________________________________
 QW0678  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 QW0678  DYNAMIC HT  -        1302.170 (meters)    4272.20  (feet)  COMP
 QW0678  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 QW0678
 QW0678  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0678
 QW0678.The horizontal coordinates were scaled from a topographic map and have
 QW0678.an estimated accuracy of +/- 6 seconds.
 QW0678
 QW0678.The orthometric height was determined by differential leveling
 QW0678.and adjusted by the National Geodetic Survey in 1992..
 QW0678.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0678.rate of 0.0 thru 1.0 mm/km.
 QW0678
 QW0678.The geoid height was determined by GEOID03.
 QW0678
 QW0678.The dynamic height is computed by dividing the NAVD 88
 QW0678.geopotential number by the normal gravity value computed on the
 QW0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0678.degrees latitude (g = 980.6199 gals.).
 QW0678
 QW0678.The modeled gravity was interpolated from observed gravity values.
 QW0678
 QW0678;                    North         East    Units  Estimated Accuracy
 QW0678;SPC MT       -   129,120.      691,880.      MT  (+/- 180 meters Scaled)
 QW0678
 QW0678                          SUPERSEDED SURVEY CONTROL
 QW0678
 QW0678.No superseded survey control is available for this station.
 QW0678
 QW0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR092314(NAD 83)
 QW0678_MARKER: DB = BENCH MARK DISK
 QW0678_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0678_SP_SET: PREFAB CONC. POST IN EARTH
 QW0678_STAMPING: 22 DHW 1967
 QW0678_MARK LOGO: USGS  
 QW0678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0678+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0678
 QW0678  HISTORY     - Date     Condition        Report By
 QW0678  HISTORY     - 1967     MONUMENTED       USGS
 QW0678
 QW0678                          STATION DESCRIPTION
 QW0678
 QW0678'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0678'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0678'GRADED DIRT ROADS, THENCE 8.0 MILES SOUTHEAST ALONG TRACK ROADS TO A
 QW0678'CROSSROAD, THENCE 1.9 MILES NORTH ALONG TRACK ROADS TO A CROSSROADS
 QW0678'WITH A ROAD EAST, PRYOR LAND COMPANY UPPER CAMP ON THE EAST FORK OF
 QW0678'PRYOR CREEK, IN SECTION 13/TOWNSHIP 5 SOUTH/RANGE 28 EAST, 2.1 MILES
 QW0678'NORTH ALONG THE MAIN ROAD TO A T-JUNCTION WITH THE ROAD EAST, 250
 QW0678'FEET NORTHWEST OF A DIM JUNCTION, 31 FEET SOUTHEAST TO THE ROAD ON A
 QW0678'SMALL KNOLL TO THE EAST OF THE ROAD, METAL POST WITH WITNESS SIGN, 3
 QW0678'FEET SOUTHEAST OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0382 ***********************************************************************
 QV0382  DESIGNATION -  22 JRP
 QV0382  PID         -  QV0382
 QV0382  STATE/COUNTY-  MT/CUSTER
 QV0382  USGS QUAD   -  H S SCHOOL (1971)
 QV0382
 QV0382                         *CURRENT SURVEY CONTROL
 QV0382  ___________________________________________________________________
 QV0382* NAD 83(1986)-  45 58 11.     (N)    106 05 17.     (W)     SCALED    
 QV0382* NAVD 88     -       818.030  (meters)    2683.82   (feet)  ADJUSTED  
 QV0382  ___________________________________________________________________
 QV0382  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 QV0382  DYNAMIC HT  -         817.913 (meters)    2683.44  (feet)  COMP
 QV0382  MODELED GRAV-     980,444.9   (mgal)                       NAVD 88
 QV0382
 QV0382  VERT ORDER  -  THIRD
 QV0382
 QV0382.The horizontal coordinates were scaled from a topographic map and have
 QV0382.an estimated accuracy of +/- 6 seconds.
 QV0382
 QV0382.The orthometric height was determined by differential leveling
 QV0382.and adjusted by the National Geodetic Survey in June 1991..
 QV0382
 QV0382.The geoid height was determined by GEOID03.
 QV0382
 QV0382.The dynamic height is computed by dividing the NAVD 88
 QV0382.geopotential number by the normal gravity value computed on the
 QV0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0382.degrees latitude (g = 980.6199 gals.).
 QV0382
 QV0382.The modeled gravity was interpolated from observed gravity values.
 QV0382
 QV0382;                    North         East    Units  Estimated Accuracy
 QV0382;SPC MT       -   196,870.      864,240.      MT  (+/- 180 meters Scaled)
 QV0382
 QV0382                          SUPERSEDED SURVEY CONTROL
 QV0382
 QV0382  NGVD 29 (??/??/92)  817.39   (m)         2681.7    (f) COMPUTED    3 0
 QV0382
 QV0382.Superseded values are not recommended for survey control.
 QV0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0382.See file dsdata.txt to determine how the superseded data were derived.
 QV0382
 QV0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL157912(NAD 83)
 QV0382_MARKER: DB = BENCH MARK DISK
 QV0382_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0382_SP_SET: COPPER-CLAD STEEL ROD
 QV0382_STAMPING: 22 JRP 1969
 QV0382_MARK LOGO: USGS  
 QV0382_MAGNETIC: I = MARKER IS A STEEL ROD
 QV0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0382+SATELLITE: SATELLITE OBSERVATIONS - 1969
 QV0382
 QV0382  HISTORY     - Date     Condition        Report By
 QV0382  HISTORY     - 1969     MONUMENTED       USGS
 QV0382
 QV0382                          STATION DESCRIPTION
 QV0382
 QV0382'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QV0382'FROM MILES CITY, MONTANA, PROCEED ABOUT 13.0 MILES SOUTHWEST ALONG
 QV0382'INTERSTATE HIGHWAY 94 TO THE JUNCTION OF MOON CREEK ROAD, THENCE 25
 QV0382'MILES SOUTHWEST ALONG MOON CREEK ROAD TO COW CREEK, THENCE 3.3 MILES
 QV0382'SOUTHEAST ALONG THE ROAD, NEAR 1/4 CORNER BETWEEN SECTIONS
 QV0382'35-36/TOWNSHIP 3 NORTH/RANGE 45 EAST, ABOUT 1/4 MILES WEST OF FRANK
 QV0382'TODOROFF RANCH HOUSE, 50 FEET SOUTHEAST OF AND 6 FEET LOWER THAN A
 QV0382'Y-ROAD.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 QV0382'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0360 ***********************************************************************
 QU0360  DESIGNATION -  22 RCN
 QU0360  PID         -  QU0360
 QU0360  STATE/COUNTY-  MT/CARTER
 QU0360  USGS QUAD   -  RIDGWAY (1982)
 QU0360
 QU0360                         *CURRENT SURVEY CONTROL
 QU0360  ___________________________________________________________________
 QU0360* NAD 83(1986)-  45 29 30.     (N)    104 30 11.     (W)     SCALED    
 QU0360* NAVD 88     -      1015.924  (meters)    3333.08   (feet)  ADJUSTED  
 QU0360  ___________________________________________________________________
 QU0360  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 QU0360  DYNAMIC HT  -        1015.690 (meters)    3332.31  (feet)  COMP
 QU0360  MODELED GRAV-     980,350.8   (mgal)                       NAVD 88
 QU0360
 QU0360  VERT ORDER  -  THIRD
 QU0360
 QU0360.The horizontal coordinates were scaled from a topographic map and have
 QU0360.an estimated accuracy of +/- 6 seconds.
 QU0360
 QU0360.The orthometric height was determined by differential leveling
 QU0360.and adjusted by the National Geodetic Survey in June 1991..
 QU0360
 QU0360.The geoid height was determined by GEOID03.
 QU0360
 QU0360.The dynamic height is computed by dividing the NAVD 88
 QU0360.geopotential number by the normal gravity value computed on the
 QU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0360.degrees latitude (g = 980.6199 gals.).
 QU0360
 QU0360.The modeled gravity was interpolated from observed gravity values.
 QU0360
 QU0360;                    North         East    Units  Estimated Accuracy
 QU0360;SPC MT       -   150,450.      990,240.      MT  (+/- 180 meters Scaled)
 QU0360
 QU0360                          SUPERSEDED SURVEY CONTROL
 QU0360
 QU0360  NGVD 29 (??/??/92) 1015.33   (m)         3331.1    (f) COMPUTED    3 0
 QU0360
 QU0360.Superseded values are not recommended for survey control.
 QU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0360.See file dsdata.txt to determine how the superseded data were derived.
 QU0360
 QU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL388376(NAD 83)
 QU0360_MARKER: DB = BENCH MARK DISK
 QU0360_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0360_SP_SET: COPPER-CLAD STEEL ROD
 QU0360_STAMPING: 22 RCN 1973 3331
 QU0360_MARK LOGO: USGS  
 QU0360_PROJECTION: FLUSH
 QU0360_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0360+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0360_ROD/PIPE-DEPTH: 12   meters
 QU0360
 QU0360  HISTORY     - Date     Condition        Report By
 QU0360  HISTORY     - 1973     MONUMENTED       USGS
 QU0360
 QU0360                          STATION DESCRIPTION
 QU0360
 QU0360'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0360'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 44.4 MILES SOUTH ALONG
 QU0360'CHALK BUTTES ROAD AND RIDGE ROADS TO A JUNCTION WITH HAMMOND ROAD, 75
 QU0360'FEET WEST OF THE NORTHWEST T-ROAD JUNCTION, 12 FEET SOUTHWEST OF THE
 QU0360'FENCE CORNER, 2.0 FEET SOUTHEAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0124 ***********************************************************************
 ST0124  DESIGNATION -  22 RDS
 ST0124  PID         -  ST0124
 ST0124  STATE/COUNTY-  MT/TETON
 ST0124  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0124
 ST0124                         *CURRENT SURVEY CONTROL
 ST0124  ___________________________________________________________________
 ST0124* NAD 83(1992)-  47 43 34.78672(N)    112 23 11.28022(W)     ADJUSTED  
 ST0124* NAVD 88     -      1284.596  (meters)    4214.55   (feet)  ADJUSTED  
 ST0124  ___________________________________________________________________
 ST0124  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 ST0124  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 ST0124  DYNAMIC HT  -        1284.462 (meters)    4214.11  (feet)  COMP
 ST0124  MODELED GRAV-     980,463.4   (mgal)                       NAVD 88
 ST0124
 ST0124  HORZ ORDER  -  THIRD
 ST0124  VERT ORDER  -  SECOND    CLASS 0
 ST0124
 ST0124.The horizontal coordinates were established by classical geodetic methods
 ST0124.and adjusted by the National Geodetic Survey in July 1992..
 ST0124
 ST0124.The orthometric height was determined by differential leveling
 ST0124.and adjusted by the National Geodetic Survey in June 1991..
 ST0124
 ST0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0124
 ST0124.The geoid height was determined by GEOID03.
 ST0124
 ST0124.The dynamic height is computed by dividing the NAVD 88
 ST0124.geopotential number by the normal gravity value computed on the
 ST0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0124.degrees latitude (g = 980.6199 gals.).
 ST0124
 ST0124.The modeled gravity was interpolated from observed gravity values.
 ST0124
 ST0124;                    North         East     Units Scale Factor Converg.
 ST0124;SPC MT       -   390,269.641   383,623.338   MT  0.99947028   -2 06 41.3
 ST0124;SPC MT       - 1,280,412.21  1,258,606.75   iFT  0.99947028   -2 06 41.3
 ST0124;UTM  12      - 5,286,814.519   396,030.967   MT  0.99973283   -1 01 33.6
 ST0124
 ST0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0124!SPC MT       -   0.99980089  x   0.99947028  =   0.99927128
 ST0124!UTM  12      -   0.99980089  x   0.99973283  =   0.99953377
 ST0124
 ST0124:                Primary Azimuth Mark                     Grid Az
 ST0124:SPC MT       -  COOK                                     024 42 44.8
 ST0124:UTM  12      -  COOK                                     023 37 37.1
 ST0124
 ST0124|---------------------------------------------------------------------|
 ST0124| PID    Reference Object                     Distance      Geod. Az  |
 ST0124|                                                           dddmmss.s |
 ST0124| ST0489 COOK                                APPROX.10.5 KM 0223603.5 |
 ST0124|---------------------------------------------------------------------|
 ST0124
 ST0124                          SUPERSEDED SURVEY CONTROL
 ST0124
 ST0124  NAD 83(1986)-  47 43 34.79347(N)    112 23 11.26533(W) AD(       ) 3
 ST0124  NAD 27      -  47 43 34.97305(N)    112 23 08.17510(W) AD(       ) 3
 ST0124  NGVD 29 (??/??/92) 1283.592  (m)         4211.25   (f) ADJ UNCH    2 0
 ST0124
 ST0124.Superseded values are not recommended for survey control.
 ST0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0124.See file dsdata.txt to determine how the superseded data were derived.
 ST0124
 ST0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT9603186815(NAD 83)
 ST0124_MARKER: DD = SURVEY DISK
 ST0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0124_STAMPING: 22 RDS 1957
 ST0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0124+STABILITY: SURFACE MOTION
 ST0124
 ST0124  HISTORY     - Date     Condition        Report By
 ST0124  HISTORY     - 1957     MONUMENTED       USGS
 ST0124  HISTORY     - 1961     GOOD             NGS
 ST0124
 ST0124                          STATION DESCRIPTION
 ST0124
 ST0124'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 ST0124'CHOTEAU, 6.0 MI. S. AND 10.0 MI. W. OF, 0.8 MI. N. OF DEEP CREEK,
 ST0124'NEAR CORNER SECS. 20, 21, 28, AND 29, T 23 N, R 6 W, 112 FT. S.
 ST0124'AND 39 FT. W. OF RD. FORKS, 3 FT. N. AND 39 FT. W. OF RD. AT FENCE
 ST0124'W., 3 FT. N. AND 4 FT. W. OF FENCE CORNER.
 ST0124'
 ST0124'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST PROJECTING 6
 ST0124'IN., AND STAMPED ---22 RDS 1957---.
 ST0124'
 ST0124'REFERENCE MARKS--NONE.
 ST0124
 ST0124                          STATION RECOVERY (1961)
 ST0124
 ST0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 ST0124'13.6 MI SW FROM CHOTEAU.
 ST0124'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0124'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0124'WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED ROAD,
 ST0124'40 FEET WEST OF THE CENTER LINE OF THE ROAD, 79.7 FEET SOUTHWEST OF
 ST0124'THE SOUTHWEST CORNER OF A WOODEN CATTLE GUARD, 5 FEET NORTHWEST OF A
 ST0124'FENCE CORNER, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 ST0124'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 ST0124'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0526 ***********************************************************************
 RU0526  DESIGNATION -  22 RDS
 RU0526  PID         -  RU0526
 RU0526  STATE/COUNTY-  MT/GARFIELD
 RU0526  USGS QUAD   -  DUTTON RANCH (1980)
 RU0526
 RU0526                         *CURRENT SURVEY CONTROL
 RU0526  ___________________________________________________________________
 RU0526* NAD 83(1986)-  46 54 05.     (N)    107 44 17.     (W)     SCALED    
 RU0526* NAVD 88     -       927.031  (meters)    3041.43   (feet)  ADJUSTED  
 RU0526  ___________________________________________________________________
 RU0526  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 RU0526  DYNAMIC HT  -         926.988 (meters)    3041.29  (feet)  COMP
 RU0526  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 RU0526
 RU0526  VERT ORDER  -  SECOND    CLASS 0
 RU0526
 RU0526.The horizontal coordinates were scaled from a topographic map and have
 RU0526.an estimated accuracy of +/- 6 seconds.
 RU0526
 RU0526.The orthometric height was determined by differential leveling
 RU0526.and adjusted by the National Geodetic Survey in June 1991..
 RU0526
 RU0526.The geoid height was determined by GEOID03.
 RU0526
 RU0526.The dynamic height is computed by dividing the NAVD 88
 RU0526.geopotential number by the normal gravity value computed on the
 RU0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0526.degrees latitude (g = 980.6199 gals.).
 RU0526
 RU0526.The modeled gravity was interpolated from observed gravity values.
 RU0526
 RU0526;                    North         East    Units  Estimated Accuracy
 RU0526;SPC MT       -   296,130.      734,160.      MT  (+/- 180 meters Scaled)
 RU0526
 RU0526                          SUPERSEDED SURVEY CONTROL
 RU0526
 RU0526  NGVD 29 (??/??/92)  926.36   (m)         3039.2    (f) COMPUTED    2 0
 RU0526
 RU0526.Superseded values are not recommended for survey control.
 RU0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0526.See file dsdata.txt to determine how the superseded data were derived.
 RU0526
 RU0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM914978(NAD 83)
 RU0526_MARKER: DB = BENCH MARK DISK
 RU0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0526_SP_SET: CONCRETE POST
 RU0526_STAMPING: 22 RDS 1962
 RU0526_MARK LOGO: USGS  
 RU0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0526+STABILITY: SURFACE MOTION
 RU0526
 RU0526  HISTORY     - Date     Condition        Report By
 RU0526  HISTORY     - 1962     MONUMENTED       USGS
 RU0526
 RU0526                          STATION DESCRIPTION
 RU0526
 RU0526'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0526'16.6 KM (10.30 MI) SOUTH FROM MOSBY.
 RU0526'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 8.0 MILES
 RU0526'SOUTHALONG GRADED AND TRAIL ROADS, APPROXIMATELY 0.6 MILES SOUTHWEST
 RU0526'OF AN OLD LOG BUILDING, NEAR THE 1/4 CORNER OF SECTIONS 11 AND 12, T.
 RU0526'13 N.,R. 31 E., NEAR THE SOUTHEAST END OF A RIDGE, 25 FEET EAST
 RU0526'(NORMAL TO) OF THE CENTER OF THE TRAIL ROAD AT THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0546 ***********************************************************************
 TK0546  DESIGNATION -  22 REB
 TK0546  PID         -  TK0546
 TK0546  STATE/COUNTY-  MT/BLAINE
 TK0546  USGS QUAD   -  HORNBECK LAKE (1984)
 TK0546
 TK0546                         *CURRENT SURVEY CONTROL
 TK0546  ___________________________________________________________________
 TK0546* NAD 83(1986)-  48 41 46.     (N)    108 35 12.     (W)     SCALED    
 TK0546* NAVD 88     -       976.035  (meters)    3202.21   (feet)  POSTED    
 TK0546  ___________________________________________________________________
 TK0546  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0546  DYNAMIC HT  -         976.140 (meters)    3202.55  (feet)  COMP
 TK0546  MODELED GRAV-     980,682.0   (mgal)                       NAVD 88
 TK0546
 TK0546  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0546
 TK0546.The horizontal coordinates were scaled from a topographic map and have
 TK0546.an estimated accuracy of +/- 6 seconds.
 TK0546
 TK0546.The orthometric height was determined by differential leveling
 TK0546.and adjusted by the National Geodetic Survey in 1992..
 TK0546.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0546.rate of 0.0 thru 1.0 mm/km.
 TK0546
 TK0546.The geoid height was determined by GEOID03.
 TK0546
 TK0546.The dynamic height is computed by dividing the NAVD 88
 TK0546.geopotential number by the normal gravity value computed on the
 TK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0546.degrees latitude (g = 980.6199 gals.).
 TK0546
 TK0546.The modeled gravity was interpolated from observed gravity values.
 TK0546
 TK0546;                    North         East    Units  Estimated Accuracy
 TK0546;SPC MT       -   494,470.      667,220.      MT  (+/- 180 meters Scaled)
 TK0546
 TK0546                          SUPERSEDED SURVEY CONTROL
 TK0546
 TK0546.No superseded survey control is available for this station.
 TK0546
 TK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU775964(NAD 83)
 TK0546_MARKER: DB = BENCH MARK DISK
 TK0546_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0546+WITH SETTING: INFORMATION.
 TK0546_SP_SET: SHALLOW-SET METAL ROD
 TK0546_STAMPING: 22 REB 1979
 TK0546_MARK LOGO: USGS  
 TK0546_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0546_ROD/PIPE-DEPTH: 1.52 meters
 TK0546
 TK0546  HISTORY     - Date     Condition        Report By
 TK0546  HISTORY     - 1979     MONUMENTED       USGS
 TK0546
 TK0546                          STATION DESCRIPTION
 TK0546
 TK0546'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0546'24.5 KM (15.20 MI) NE FROM HARLEM.
 TK0546'15.2 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT ALONG
 TK0546'HIGHWAY 241, 0.2 MILES SOUTH OF THE NORTHEAST CORNER OF SECTION 21,
 TK0546'T34N, R24E, ABOUT 125 FEET SOUTH - SOUTHWEST OF A T - ROAD NORTH, 60
 TK0546'FEET SOUTHEAST OF HIGHWAY 241, 79 FEET SOUTHWEST OF A FENCE CORNER,
 TK0546'55 FEET SOUTHWEST OF THE SOUTHWEST END OF AN 18 - INCH BY 58 FEET
 TK0546'CORRUGATED METAL PIPE, AND 1.2 FEET NORTHWEST OF A FENCE.
 TK0546'THE MARK IS 2.4 FT  S FROM  A WITNESS POST
 TK0546'THE MARK IS 3.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0997 ***********************************************************************
 TN0997  DESIGNATION -  22 RHM
 TN0997  PID         -  TN0997
 TN0997  STATE/COUNTY-  MT/LINCOLN
 TN0997  USGS QUAD   -  BONNET TOP (1963)
 TN0997
 TN0997                         *CURRENT SURVEY CONTROL
 TN0997  ___________________________________________________________________
 TN0997* NAD 83(1986)-  48 53 34.     (N)    115 39 59.     (W)     SCALED    
 TN0997* NAVD 88     -       909.585  (meters)    2984.20   (feet)  ADJUSTED  
 TN0997  ___________________________________________________________________
 TN0997  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 TN0997  DYNAMIC HT  -         909.660 (meters)    2984.44  (feet)  COMP
 TN0997  MODELED GRAV-     980,662.0   (mgal)                       NAVD 88
 TN0997
 TN0997  VERT ORDER  -  THIRD
 TN0997
 TN0997.The horizontal coordinates were scaled from a topographic map and have
 TN0997.an estimated accuracy of +/- 6 seconds.
 TN0997
 TN0997.The orthometric height was determined by differential leveling
 TN0997.and adjusted by the National Geodetic Survey in June 1991..
 TN0997
 TN0997.The geoid height was determined by GEOID03.
 TN0997
 TN0997.The dynamic height is computed by dividing the NAVD 88
 TN0997.geopotential number by the normal gravity value computed on the
 TN0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0997.degrees latitude (g = 980.6199 gals.).
 TN0997
 TN0997.The modeled gravity was interpolated from observed gravity values.
 TN0997
 TN0997;                    North         East    Units  Estimated Accuracy
 TN0997;SPC MT       -   533,730.      148,320.      MT  (+/- 180 meters Scaled)
 TN0997
 TN0997                          SUPERSEDED SURVEY CONTROL
 TN0997
 TN0997.No superseded survey control is available for this station.
 TN0997
 TN0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ977163(NAD 83)
 TN0997_MARKER: DB = BENCH MARK DISK
 TN0997_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN0997_SP_SET: PREFAB CONC. POST IN EARTH
 TN0997_STAMPING: 22 RHM 1963
 TN0997_MARK LOGO: USGS  
 TN0997_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0997+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0997
 TN0997  HISTORY     - Date     Condition        Report By
 TN0997  HISTORY     - 1963     MONUMENTED       USGS
 TN0997
 TN0997                          STATION DESCRIPTION
 TN0997
 TN0997'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0997'FROM YAAK, MONTANA, FROM THE INTERSECTIONS OF ROADS 68 AND 92,
 TN0997'PROCEED 5.3 MILES NORTH ALONG ROAD 92 TO A Y-JUNCTION SOUTH, IN THE
 TN0997'CENTER OF SECTION 18/TOWNSHIP 36 NORTH/RANGE 31 WEST, 190 FEET NORTH
 TN0997'AND 61 FEET EAST OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0716 ***********************************************************************
 TL0716  DESIGNATION -  22 WAC
 TL0716  PID         -  TL0716
 TL0716  STATE/COUNTY-  MT/HILL
 TL0716  USGS QUAD   -  LOST RIVER (1972)
 TL0716
 TL0716                         *CURRENT SURVEY CONTROL
 TL0716  ___________________________________________________________________
 TL0716* NAD 83(1986)-  48 54 50.     (N)    110 24 06.     (W)     SCALED    
 TL0716* NAVD 88     -       882.032  (meters)    2893.80   (feet)  ADJUSTED  
 TL0716  ___________________________________________________________________
 TL0716  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 TL0716  DYNAMIC HT  -         882.127 (meters)    2894.11  (feet)  COMP
 TL0716  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 TL0716
 TL0716  VERT ORDER  -  THIRD
 TL0716
 TL0716.The horizontal coordinates were scaled from a topographic map and have
 TL0716.an estimated accuracy of +/- 6 seconds.
 TL0716
 TL0716.The orthometric height was determined by differential leveling
 TL0716.and adjusted by the National Geodetic Survey in June 1991..
 TL0716
 TL0716.The geoid height was determined by GEOID03.
 TL0716
 TL0716.The dynamic height is computed by dividing the NAVD 88
 TL0716.geopotential number by the normal gravity value computed on the
 TL0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0716.degrees latitude (g = 980.6199 gals.).
 TL0716
 TL0716.The modeled gravity was interpolated from observed gravity values.
 TL0716
 TL0716;                    North         East    Units  Estimated Accuracy
 TL0716;SPC MT       -   518,670.      533,920.      MT  (+/- 180 meters Scaled)
 TL0716
 TL0716                          SUPERSEDED SURVEY CONTROL
 TL0716
 TL0716.No superseded survey control is available for this station.
 TL0716
 TL0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV438180(NAD 83)
 TL0716_MARKER: DB = BENCH MARK DISK
 TL0716_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0716_SP_SET: PREFAB CONC. POST IN EARTH
 TL0716_STAMPING: 22 WAC 1963 2891
 TL0716_MARK LOGO: USGS  
 TL0716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0716+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0716
 TL0716  HISTORY     - Date     Condition        Report By
 TL0716  HISTORY     - 1963     MONUMENTED       USGS
 TL0716
 TL0716                          STATION DESCRIPTION
 TL0716
 TL0716'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0716'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0716'THENCE 17 MILES NORTH, THENCE 2 MILES WEST, THENCE 4 MILES NORTH,
 TL0716'THENCE 3 MILES WEST, IN THE NORTHEAST CORNER OF SECTION 3/TOWNSHIP 36
 TL0716'NORTH/RANGE 10 EAST, 97 FEET SOUTH AND 42 FEET WEST AND 6.8 FEET
 TL0716'HIGHER THAN A T-ROAD SOUTH, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0704 ***********************************************************************
 TJ0704  DESIGNATION -  22 WR
 TJ0704  PID         -  TJ0704
 TJ0704  STATE/COUNTY-  MT/PHILLIPS
 TJ0704  USGS QUAD   -  FORKS (1984)
 TJ0704
 TJ0704                         *CURRENT SURVEY CONTROL
 TJ0704  ___________________________________________________________________
 TJ0704* NAD 83(1986)-  48 44 31.     (N)    107 22 54.     (W)     SCALED    
 TJ0704* NAVD 88     -       848.276  (meters)    2783.05   (feet)  POSTED    
 TJ0704  ___________________________________________________________________
 TJ0704  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0704  DYNAMIC HT  -         848.390 (meters)    2783.43  (feet)  COMP
 TJ0704  MODELED GRAV-     980,712.2   (mgal)                       NAVD 88
 TJ0704
 TJ0704  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0704
 TJ0704.The horizontal coordinates were scaled from a topographic map and have
 TJ0704.an estimated accuracy of +/- 6 seconds.
 TJ0704
 TJ0704.The orthometric height was determined by differential leveling
 TJ0704.and adjusted by the National Geodetic Survey in 1992..
 TJ0704.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0704.rate of 0.0 thru 1.0 mm/km.
 TJ0704
 TJ0704.The geoid height was determined by GEOID03.
 TJ0704
 TJ0704.The dynamic height is computed by dividing the NAVD 88
 TJ0704.geopotential number by the normal gravity value computed on the
 TJ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0704.degrees latitude (g = 980.6199 gals.).
 TJ0704
 TJ0704.The modeled gravity was interpolated from observed gravity values.
 TJ0704
 TJ0704;                    North         East    Units  Estimated Accuracy
 TJ0704;SPC MT       -   501,280.      755,760.      MT  (+/- 180 meters Scaled)
 TJ0704
 TJ0704                          SUPERSEDED SURVEY CONTROL
 TJ0704
 TJ0704.No superseded survey control is available for this station.
 TJ0704
 TJ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ249015(NAD 83)
 TJ0704_MARKER: DB = BENCH MARK DISK
 TJ0704_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0704_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0704_STAMPING: 22 WR 2781 1968
 TJ0704_MARK LOGO: USGS  
 TJ0704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0704+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0704
 TJ0704  HISTORY     - Date     Condition        Report By
 TJ0704  HISTORY     - 1968     MONUMENTED       USGS
 TJ0704
 TJ0704                          STATION DESCRIPTION
 TJ0704
 TJ0704'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0704'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 12.3 MILES EAST
 TJ0704'AND SOUTH ALONG A GRAVEL ROAD, SECTION 4-5-32-33/TOWNSHIP 34-35
 TJ0704'NORTH/RANGE 33 EAST, 40 FEET SOUTH AND 50 FEET WEST AND 3.6 FEET
 TJ0704'LOWER THAN THE CENTERLINE OF THE ROAD AT A T-ROAD SOUTH, 17 FEET
 TJ0704'NORTH AND 14 FEET EAST OF NORTHEAST CORNER OF A SCHOOLHOUSE,
 TJ0704'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0354 ***********************************************************************
 TJ0354  DESIGNATION -  2206
 TJ0354  PID         -  TJ0354
 TJ0354  STATE/COUNTY-  MT/PHILLIPS
 TJ0354  USGS QUAD   -  BOWDOIN (1984)
 TJ0354
 TJ0354                         *CURRENT SURVEY CONTROL
 TJ0354  ___________________________________________________________________
 TJ0354* NAD 83(1986)-  48 25 37.     (N)    107 31 16.     (W)     SCALED    
 TJ0354* NAVD 88     -       673.764  (meters)    2210.51   (feet)  POSTED    
 TJ0354  ___________________________________________________________________
 TJ0354  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TJ0354  DYNAMIC HT  -         673.860 (meters)    2210.82  (feet)  COMP
 TJ0354  MODELED GRAV-     980,727.3   (mgal)                       NAVD 88
 TJ0354
 TJ0354  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0354
 TJ0354.The horizontal coordinates were scaled from a topographic map and have
 TJ0354.an estimated accuracy of +/- 6 seconds.
 TJ0354
 TJ0354.The orthometric height was determined by differential leveling
 TJ0354.and adjusted by the National Geodetic Survey in 1992..
 TJ0354.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0354.rate of 0.0 thru 1.0 mm/km.
 TJ0354
 TJ0354.The geoid height was determined by GEOID03.
 TJ0354
 TJ0354.The dynamic height is computed by dividing the NAVD 88
 TJ0354.geopotential number by the normal gravity value computed on the
 TJ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0354.degrees latitude (g = 980.6199 gals.).
 TJ0354
 TJ0354.The modeled gravity was interpolated from observed gravity values.
 TJ0354
 TJ0354;                    North         East    Units  Estimated Accuracy
 TJ0354;SPC MT       -   466,000.      746,390.      MT  (+/- 180 meters Scaled)
 TJ0354
 TJ0354                          SUPERSEDED SURVEY CONTROL
 TJ0354
 TJ0354  NGVD 29 (??/??/92)  673.042  (m)         2208.14   (f) ADJ UNCH    1 2
 TJ0354
 TJ0354.Superseded values are not recommended for survey control.
 TJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0354.See file dsdata.txt to determine how the superseded data were derived.
 TJ0354
 TJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP135668(NAD 83)
 TJ0354_MARKER: P = PIPE CAP
 TJ0354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0354_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0354_STAMPING: 2208.139
 TJ0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0354
 TJ0354  HISTORY     - Date     Condition        Report By
 TJ0354  HISTORY     - UNK      MONUMENTED       USGS
 TJ0354  HISTORY     - 1934     GOOD             NGS
 TJ0354  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0354
 TJ0354                          STATION DESCRIPTION
 TJ0354
 TJ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0354'IN WOOLRIDGE.
 TJ0354'AT WOOLRIDGE, PHILLIPS COUNTY, ON THE GREAT NORTHERN RAILWAY, AND 50
 TJ0354'FEET NORTH OF THE SITE OF THE STATION.  A UNITED STATES GEOLOGICAL
 TJ0354'SURVEY STANDARD CAP, STAMPED 2208.139 AND RIVETED ON THE TOP OF A
 TJ0354'3-1/2-INCH IRON PIPE.  NOTE-- IT WAS REPORTED IN OCTOBER 1934 THAT
 TJ0354'THE PIPE IS SLIGHTLY LOOSE IN THE GROUND.
 TJ0354
 TJ0354                          STATION RECOVERY (1980)
 TJ0354
 TJ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0121 ***********************************************************************
 TO0121  DESIGNATION -  2212 T
 TO0121  PID         -  TO0121
 TO0121  STATE/COUNTY-  MT/SANDERS
 TO0121  USGS QUAD   -  CABINET (1989)
 TO0121
 TO0121                         *CURRENT SURVEY CONTROL
 TO0121  ___________________________________________________________________
 TO0121* NAD 83(1986)-  48 05 16.     (N)    116 02 56.     (W)     SCALED    
 TO0121* NAVD 88     -       669.706  (meters)    2197.19   (feet)  ADJUSTED  
 TO0121  ___________________________________________________________________
 TO0121  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TO0121  DYNAMIC HT  -         669.714 (meters)    2197.22  (feet)  COMP
 TO0121  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 TO0121
 TO0121  VERT ORDER  -  FIRST     CLASS II
 TO0121
 TO0121.The horizontal coordinates were scaled from a topographic map and have
 TO0121.an estimated accuracy of +/- 6 seconds.
 TO0121
 TO0121.The orthometric height was determined by differential leveling
 TO0121.and adjusted by the National Geodetic Survey in June 1991..
 TO0121
 TO0121.The geoid height was determined by GEOID03.
 TO0121
 TO0121.The dynamic height is computed by dividing the NAVD 88
 TO0121.geopotential number by the normal gravity value computed on the
 TO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0121.degrees latitude (g = 980.6199 gals.).
 TO0121
 TO0121.The modeled gravity was interpolated from observed gravity values.
 TO0121
 TO0121;                    North         East    Units  Estimated Accuracy
 TO0121;SPC MT       -   446,830.      112,900.      MT  (+/- 180 meters Scaled)
 TO0121
 TO0121                          SUPERSEDED SURVEY CONTROL
 TO0121
 TO0121  NGVD 29 (??/??/92)  668.516  (m)         2193.29   (f) ADJ UNCH    1 2
 TO0121
 TO0121.Superseded values are not recommended for survey control.
 TO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0121.See file dsdata.txt to determine how the superseded data were derived.
 TO0121
 TO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP708264(NAD 83)
 TO0121_MARKER: DD = SURVEY DISK
 TO0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0121_STAMPING: 83 63.03
 TO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0121+STABILITY: SURFACE MOTION
 TO0121
 TO0121  HISTORY     - Date     Condition        Report By
 TO0121  HISTORY     - UNK      MONUMENTED       USGS
 TO0121  HISTORY     - 1944     GOOD             NGS
 TO0121
 TO0121                          STATION DESCRIPTION
 TO0121
 TO0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0121'4.9 MI NW FROM HERON.
 TO0121'4.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0121'STATION AT HERON, 900 FEET WEST OF MILEPOST NO. 85, 29.6 FEET NORTH OF
 TO0121'THE NORTH RAIL OF TRACK, IN ABOUT THE CENTER OF A DEEP CUT, ABOUT 10
 TO0121'FEET ABOVE TRACK LEVEL.  BRONZE BENCH MARK DISK SET IN TOP OF A 12 X
 TO0121'12 IN. GRANITE POST PROJECTING ABOUT 12 IN. ABOVE THE GROUND AND
 TO0121'DIRECTLY BELOW THE IDAHO-MONTANA STATE LINE SIGN POST.  A UNITED
 TO0121'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 83 63.03.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0357 ***********************************************************************
 TJ0357  DESIGNATION -  2227
 TJ0357  PID         -  TJ0357
 TJ0357  STATE/COUNTY-  MT/PHILLIPS
 TJ0357  USGS QUAD   -  BOWDOIN (1984)
 TJ0357
 TJ0357                         *CURRENT SURVEY CONTROL
 TJ0357  ___________________________________________________________________
 TJ0357* NAD 83(1986)-  48 23 32.     (N)    107 36 32.     (W)     SCALED    
 TJ0357* NAVD 88     -       680.212  (meters)    2231.66   (feet)  POSTED    
 TJ0357  ___________________________________________________________________
 TJ0357  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TJ0357  DYNAMIC HT  -         680.300 (meters)    2231.95  (feet)  COMP
 TJ0357  MODELED GRAV-     980,722.2   (mgal)                       NAVD 88
 TJ0357
 TJ0357  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0357
 TJ0357.The horizontal coordinates were scaled from a topographic map and have
 TJ0357.an estimated accuracy of +/- 6 seconds.
 TJ0357
 TJ0357.The orthometric height was determined by differential leveling
 TJ0357.and adjusted by the National Geodetic Survey in 1992..
 TJ0357.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0357.rate of 0.0 thru 1.0 mm/km.
 TJ0357
 TJ0357.The geoid height was determined by GEOID03.
 TJ0357
 TJ0357.The dynamic height is computed by dividing the NAVD 88
 TJ0357.geopotential number by the normal gravity value computed on the
 TJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0357.degrees latitude (g = 980.6199 gals.).
 TJ0357
 TJ0357.The modeled gravity was interpolated from observed gravity values.
 TJ0357
 TJ0357;                    North         East    Units  Estimated Accuracy
 TJ0357;SPC MT       -   461,980.      739,990.      MT  (+/- 180 meters Scaled)
 TJ0357
 TJ0357                          SUPERSEDED SURVEY CONTROL
 TJ0357
 TJ0357  NGVD 29 (??/??/92)  679.485  (m)         2229.28   (f) ADJ UNCH    1 2
 TJ0357
 TJ0357.Superseded values are not recommended for survey control.
 TJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0357.See file dsdata.txt to determine how the superseded data were derived.
 TJ0357
 TJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP068631(NAD 83)
 TJ0357_MARKER: P = PIPE CAP
 TJ0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0357_STAMPING: 2227
 TJ0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0357
 TJ0357  HISTORY     - Date     Condition        Report By
 TJ0357  HISTORY     - UNK      MONUMENTED       USGS
 TJ0357  HISTORY     - 1934     MARK NOT FOUND   NGS
 TJ0357  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0357
 TJ0357                          STATION DESCRIPTION
 TJ0357
 TJ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0357'IN BOWDOIN.
 TJ0357'AT BOWDOIN, PHILLIPS COUNTY, ON THE GREAT NORTHERN RAILWAY, 260 FEET
 TJ0357'WEST OF THE WEST END OF THE SWITCH, SOUTH OF THE TRACK, ON THE SIDE
 TJ0357'OF A HILL, AND INSIDE THE RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL
 TJ0357'SURVEY STANDARD CAP, STAMPED 2227 AND RIVETED ON THE TOP OF A
 TJ0357'3-1/2-INCH IRON PIPE.
 TJ0357
 TJ0357                          STATION RECOVERY (1980)
 TJ0357
 TJ0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0437 ***********************************************************************
 SQ0437  DESIGNATION -  2228
 SQ0437  PID         -  SQ0437
 SQ0437  STATE/COUNTY-  MT/PHILLIPS
 SQ0437  USGS QUAD   -  GERMAINE COULEE WEST (1965)
 SQ0437
 SQ0437                         *CURRENT SURVEY CONTROL
 SQ0437  ___________________________________________________________________
 SQ0437* NAD 83(1986)-  47 29 22.     (N)    107 53 42.     (W)     SCALED    
 SQ0437* NAVD 88     -       680.538  (meters)    2232.73   (feet)  ADJUSTED  
 SQ0437  ___________________________________________________________________
 SQ0437  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 SQ0437  DYNAMIC HT  -         680.553 (meters)    2232.78  (feet)  COMP
 SQ0437  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 SQ0437
 SQ0437  VERT ORDER  -  SECOND    CLASS 0
 SQ0437
 SQ0437.The horizontal coordinates were scaled from a topographic map and have
 SQ0437.an estimated accuracy of +/- 6 seconds.
 SQ0437
 SQ0437.The orthometric height was determined by differential leveling
 SQ0437.and adjusted by the National Geodetic Survey in June 1991..
 SQ0437
 SQ0437.The geoid height was determined by GEOID03.
 SQ0437
 SQ0437.The dynamic height is computed by dividing the NAVD 88
 SQ0437.geopotential number by the normal gravity value computed on the
 SQ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0437.degrees latitude (g = 980.6199 gals.).
 SQ0437
 SQ0437.The modeled gravity was interpolated from observed gravity values.
 SQ0437
 SQ0437;                    North         East    Units  Estimated Accuracy
 SQ0437;SPC MT       -   361,200.      720,870.      MT  (+/- 180 meters Scaled)
 SQ0437
 SQ0437                          SUPERSEDED SURVEY CONTROL
 SQ0437
 SQ0437  NGVD 29 (??/??/92)  679.821  (m)         2230.38   (f) ADJ UNCH    2 0
 SQ0437
 SQ0437.Superseded values are not recommended for survey control.
 SQ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0437.See file dsdata.txt to determine how the superseded data were derived.
 SQ0437
 SQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN819636(NAD 83)
 SQ0437_MARKER: P = PIPE CAP
 SQ0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0437_STAMPING: MALTA 2228
 SQ0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0437
 SQ0437  HISTORY     - Date     Condition        Report By
 SQ0437  HISTORY     - UNK      MONUMENTED       USGS
 SQ0437  HISTORY     - 1935     GOOD             NGS
 SQ0437  HISTORY     - 1965     MARK NOT FOUND   USGS
 SQ0437
 SQ0437                          STATION DESCRIPTION
 SQ0437
 SQ0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SQ0437'3.0 MI N FROM MUSSELSHELL FERRY.
 SQ0437'3.0 MILES NORTH ALONG A ROAD LEADING TO THE WILDER-LEGG ROAD FROM
 SQ0437'MUSSELSHELL FERRY, PHILLIPS COUNTY, 5.8 MILES SOUTH OF THE JUNCTION OF
 SQ0437'THE WILDER-LEGG ROAD, AND 36 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SQ0437'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED MALTA
 SQ0437'2228 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- MARK
 SQ0437'UNDERWATER.
 SQ0437
 SQ0437                          STATION RECOVERY (1965)
 SQ0437
 SQ0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0681 ***********************************************************************
 TJ0681  DESIGNATION -  2249.46
 TJ0681  PID         -  TJ0681
 TJ0681  STATE/COUNTY-  MT/PHILLIPS
 TJ0681  USGS QUAD   -  HEWITT LAKE SW (1968)
 TJ0681
 TJ0681                         *CURRENT SURVEY CONTROL
 TJ0681  ___________________________________________________________________
 TJ0681* NAD 83(1986)-  48 35 12.     (N)    107 44 08.     (W)     SCALED    
 TJ0681* NAVD 88     -       687.224  (meters)    2254.67   (feet)  POSTED    
 TJ0681  ___________________________________________________________________
 TJ0681  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0681  DYNAMIC HT  -         687.310 (meters)    2254.95  (feet)  COMP
 TJ0681  MODELED GRAV-     980,712.0   (mgal)                       NAVD 88
 TJ0681
 TJ0681  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0681
 TJ0681.The horizontal coordinates were scaled from a topographic map and have
 TJ0681.an estimated accuracy of +/- 6 seconds.
 TJ0681
 TJ0681.The orthometric height was determined by differential leveling
 TJ0681.and adjusted by the National Geodetic Survey in 1992..
 TJ0681.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0681.rate of 0.0 thru 1.0 mm/km.
 TJ0681
 TJ0681.The geoid height was determined by GEOID03.
 TJ0681
 TJ0681.The dynamic height is computed by dividing the NAVD 88
 TJ0681.geopotential number by the normal gravity value computed on the
 TJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0681.degrees latitude (g = 980.6199 gals.).
 TJ0681
 TJ0681.The modeled gravity was interpolated from observed gravity values.
 TJ0681
 TJ0681;                    North         East    Units  Estimated Accuracy
 TJ0681;SPC MT       -   483,370.      730,130.      MT  (+/- 180 meters Scaled)
 TJ0681
 TJ0681                          SUPERSEDED SURVEY CONTROL
 TJ0681
 TJ0681  NGVD 29 (??/??/92)  686.51   (m)         2252.3    (f) COMPUTED    3 0
 TJ0681
 TJ0681.Superseded values are not recommended for survey control.
 TJ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0681.See file dsdata.txt to determine how the superseded data were derived.
 TJ0681
 TJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP982851(NAD 83)
 TJ0681_MARKER: DB = BENCH MARK DISK
 TJ0681_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0681_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0681_STAMPING: 2249.46
 TJ0681_MARK LOGO: MTDH  
 TJ0681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0681+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1968
 TJ0681
 TJ0681  HISTORY     - Date     Condition        Report By
 TJ0681  HISTORY     - UNK      MONUMENTED       MTDH
 TJ0681  HISTORY     - 19680605 GOOD             USGS
 TJ0681
 TJ0681                          STATION DESCRIPTION
 TJ0681
 TJ0681'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0681'FROM MALTA, MONTANA, PROCEED 19.0 MILES NORTHEAST ALONG STATE HIGHWAY
 TJ0681'242 FROM THE JUNCTION OF U.S. HIGHWAY 2, 75 FEET SOUTHWEST AND 1.5
 TJ0681'FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY AT A RANCH ROAD EAST,
 TJ0681'BRONZE TABLET PROJECTING 3.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0680 ***********************************************************************
 TJ0680  DESIGNATION -  2252.42
 TJ0680  PID         -  TJ0680
 TJ0680  STATE/COUNTY-  MT/PHILLIPS
 TJ0680  USGS QUAD   -  MALTA NE (1968)
 TJ0680
 TJ0680                         *CURRENT SURVEY CONTROL
 TJ0680  ___________________________________________________________________
 TJ0680* NAD 83(1986)-  48 27 35.     (N)    107 48 04.     (W)     SCALED    
 TJ0680* NAVD 88     -       686.918  (meters)    2253.66   (feet)  POSTED    
 TJ0680  ___________________________________________________________________
 TJ0680  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 TJ0680  DYNAMIC HT  -         687.000 (meters)    2253.93  (feet)  COMP
 TJ0680  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 TJ0680
 TJ0680  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TJ0680
 TJ0680.The horizontal coordinates were scaled from a topographic map and have
 TJ0680.an estimated accuracy of +/- 6 seconds.
 TJ0680
 TJ0680.The orthometric height was determined by differential leveling
 TJ0680.and adjusted by the National Geodetic Survey in 1992..
 TJ0680.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TJ0680.rate of 1.1 thru 2.0 mm/km.
 TJ0680
 TJ0680.The geoid height was determined by GEOID03.
 TJ0680
 TJ0680.The dynamic height is computed by dividing the NAVD 88
 TJ0680.geopotential number by the normal gravity value computed on the
 TJ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0680.degrees latitude (g = 980.6199 gals.).
 TJ0680
 TJ0680.The modeled gravity was interpolated from observed gravity values.
 TJ0680
 TJ0680;                    North         East    Units  Estimated Accuracy
 TJ0680;SPC MT       -   469,160.      725,600.      MT  (+/- 180 meters Scaled)
 TJ0680
 TJ0680                          SUPERSEDED SURVEY CONTROL
 TJ0680
 TJ0680  NGVD 29 (??/??/92)  686.20   (m)         2251.3    (f) COMPUTED    3 0
 TJ0680
 TJ0680.Superseded values are not recommended for survey control.
 TJ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0680.See file dsdata.txt to determine how the superseded data were derived.
 TJ0680
 TJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP929711(NAD 83)
 TJ0680_MARKER: DB = BENCH MARK DISK
 TJ0680_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0680_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0680_STAMPING: 2252.42
 TJ0680_MARK LOGO: MTDH  
 TJ0680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0680+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1968
 TJ0680
 TJ0680  HISTORY     - Date     Condition        Report By
 TJ0680  HISTORY     - UNK      MONUMENTED       MTDH
 TJ0680  HISTORY     - 19680531 GOOD             USGS
 TJ0680
 TJ0680                          STATION DESCRIPTION
 TJ0680
 TJ0680'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0680'FROM MALTA, MONTANA, PROCEED 8.4 MILES NORTHEAST ALONG STATE HIGHWAY
 TJ0680'242 FROM THE JUNCTION OF U.S. HIGHWAY 2, 630 FEET SOUTHWEST AND 8.0
 TJ0680'FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY AT A GRAVEL ROAD
 TJ0680'NORTHWEST, 140 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM A FENCE
 TJ0680'CORNER, 40 FEET NORTH OF THE HIGHWAY, PROJECTING 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0372 ***********************************************************************
 TN0372  DESIGNATION -  2256 T
 TN0372  PID         -  TN0372
 TN0372  STATE/COUNTY-  MT/SANDERS
 TN0372  USGS QUAD   -  HERON (1983)
 TN0372
 TN0372                         *CURRENT SURVEY CONTROL
 TN0372  ___________________________________________________________________
 TN0372* NAD 83(1986)-  48 03 33.     (N)    115 57 28.     (W)     SCALED    
 TN0372* NAVD 88     -       687.861  (meters)    2256.76   (feet)  ADJUSTED  
 TN0372  ___________________________________________________________________
 TN0372  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TN0372  DYNAMIC HT  -         687.883 (meters)    2256.83  (feet)  COMP
 TN0372  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 TN0372
 TN0372  VERT ORDER  -  FIRST     CLASS II
 TN0372
 TN0372.The horizontal coordinates were scaled from a topographic map and have
 TN0372.an estimated accuracy of +/- 6 seconds.
 TN0372
 TN0372.The orthometric height was determined by differential leveling
 TN0372.and adjusted by the National Geodetic Survey in June 1991..
 TN0372.WARNING-Repeat measurements at this control monument indicate possible
 TN0372.vertical movement.
 TN0372
 TN0372.The geoid height was determined by GEOID03.
 TN0372
 TN0372.The dynamic height is computed by dividing the NAVD 88
 TN0372.geopotential number by the normal gravity value computed on the
 TN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0372.degrees latitude (g = 980.6199 gals.).
 TN0372
 TN0372.The modeled gravity was interpolated from observed gravity values.
 TN0372
 TN0372;                    North         East    Units  Estimated Accuracy
 TN0372;SPC MT       -   443,100.      119,390.      MT  (+/- 180 meters Scaled)
 TN0372
 TN0372                          SUPERSEDED SURVEY CONTROL
 TN0372
 TN0372  NGVD 29 (??/??/92)  686.696  (m)         2252.94   (f) ADJ UNCH    1 2
 TN0372
 TN0372.Superseded values are not recommended for survey control.
 TN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0372.See file dsdata.txt to determine how the superseded data were derived.
 TN0372
 TN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP776234(NAD 83)
 TN0372_MARKER: P = PIPE CAP
 TN0372_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0372_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0372_STAMPING: 2256 T
 TN0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0372
 TN0372  HISTORY     - Date     Condition        Report By
 TN0372  HISTORY     - UNK      MONUMENTED       USGS
 TN0372  HISTORY     - 1959     GOOD             NGS
 TN0372
 TN0372                          STATION DESCRIPTION
 TN0372
 TN0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TN0372'IN HERON.
 TN0372'AT HERON, ALONG THE NORTHERN PACIFIC RAILWAY, 71.0 FEET EAST OF THE
 TN0372'NORTHEAST CORNER OF THE ABANDONED STATION, 5 1/4 RAILS EAST OF THE
 TN0372'CROSSING OF A ROAD, 40 1/2 FEET NORTHWEST OF A TELEGRAPH POLE, 19.3
 TN0372'FEET SOUTH OF THE SOUTH RAIL, 1.9 FEET NORTH OF A WITNESS POST, ABOUT
 TN0372'1 FOOT LOWER THAN THE TRACK, AND BRAISED ON TOP OF A 3 1/2-INCH IRON
 TN0372'PIPE WHICH IS ABOUT 1/2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0369 ***********************************************************************
 TJ0369  DESIGNATION -  2259
 TJ0369  PID         -  TJ0369
 TJ0369  STATE/COUNTY-  MT/PHILLIPS
 TJ0369  USGS QUAD   -  MALTA WEST (1987)
 TJ0369
 TJ0369                         *CURRENT SURVEY CONTROL
 TJ0369  ___________________________________________________________________
 TJ0369* NAD 83(1986)-  48 21 59.     (N)    107 58 34.     (W)     SCALED    
 TJ0369* NAVD 88     -       689.208  (meters)    2261.18   (feet)  POSTED    
 TJ0369  ___________________________________________________________________
 TJ0369  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TJ0369  DYNAMIC HT  -         689.280 (meters)    2261.41  (feet)  COMP
 TJ0369  MODELED GRAV-     980,697.9   (mgal)                       NAVD 88
 TJ0369
 TJ0369  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0369
 TJ0369.The horizontal coordinates were scaled from a topographic map and have
 TJ0369.an estimated accuracy of +/- 6 seconds.
 TJ0369
 TJ0369.The orthometric height was determined by differential leveling
 TJ0369.and adjusted by the National Geodetic Survey in 1992..
 TJ0369.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0369.rate of 0.0 thru 1.0 mm/km.
 TJ0369
 TJ0369.The geoid height was determined by GEOID03.
 TJ0369
 TJ0369.The dynamic height is computed by dividing the NAVD 88
 TJ0369.geopotential number by the normal gravity value computed on the
 TJ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0369.degrees latitude (g = 980.6199 gals.).
 TJ0369
 TJ0369.The modeled gravity was interpolated from observed gravity values.
 TJ0369
 TJ0369;                    North         East    Units  Estimated Accuracy
 TJ0369;SPC MT       -   458,520.      712,870.      MT  (+/- 180 meters Scaled)
 TJ0369
 TJ0369                          SUPERSEDED SURVEY CONTROL
 TJ0369
 TJ0369.No superseded survey control is available for this station.
 TJ0369
 TJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP795613(NAD 83)
 TJ0369_MARKER: P = PIPE CAP
 TJ0369_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0369_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0369_STAMPING: 2258.703
 TJ0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0369
 TJ0369  HISTORY     - Date     Condition        Report By
 TJ0369  HISTORY     - UNK      MONUMENTED       USGS
 TJ0369  HISTORY     - 1939     GOOD             DOD
 TJ0369  HISTORY     - 1979     MARK NOT FOUND   NGS
 TJ0369
 TJ0369                          STATION DESCRIPTION
 TJ0369
 TJ0369'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TJ0369'IN EXETER.
 TJ0369'AT EXETER, PHILLIPS COUNTY, ON THE GREAT NORTHERN RAILWAY, 65 FEET
 TJ0369'WEST OF THE STATION SIGN, 85 FEET SOUTHEAST OF MILEPOST 348, AND 45
 TJ0369'FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A UNITED STATES
 TJ0369'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2258.703 AND RIVETED ON THE
 TJ0369'TOP OF A 3-1/2 INCH IRON PIPE.
 TJ0369
 TJ0369                          STATION RECOVERY (1979)
 TJ0369
 TJ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TJ0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0364 ***********************************************************************
 TJ0364  DESIGNATION -  2261
 TJ0364  PID         -  TJ0364
 TJ0364  STATE/COUNTY-  MT/PHILLIPS
 TJ0364  USGS QUAD   -  MALTA EAST (1987)
 TJ0364
 TJ0364                         *CURRENT SURVEY CONTROL
 TJ0364  ___________________________________________________________________
 TJ0364* NAD 83(1986)-  48 21 22.     (N)    107 52 12.     (W)     SCALED    
 TJ0364* NAVD 88     -       689.957  (meters)    2263.63   (feet)  ADJUSTED  
 TJ0364  ___________________________________________________________________
 TJ0364  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TJ0364  DYNAMIC HT  -         690.039 (meters)    2263.90  (feet)  COMP
 TJ0364  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 TJ0364
 TJ0364  VERT ORDER  -  FIRST     CLASS II
 TJ0364
 TJ0364.The horizontal coordinates were scaled from a topographic map and have
 TJ0364.an estimated accuracy of +/- 6 seconds.
 TJ0364
 TJ0364.The orthometric height was determined by differential leveling
 TJ0364.and adjusted by the National Geodetic Survey in June 1991..
 TJ0364
 TJ0364.The geoid height was determined by GEOID03.
 TJ0364
 TJ0364.The dynamic height is computed by dividing the NAVD 88
 TJ0364.geopotential number by the normal gravity value computed on the
 TJ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0364.degrees latitude (g = 980.6199 gals.).
 TJ0364
 TJ0364.The modeled gravity was interpolated from observed gravity values.
 TJ0364
 TJ0364;                    North         East    Units  Estimated Accuracy
 TJ0364;SPC MT       -   457,530.      720,750.      MT  (+/- 180 meters Scaled)
 TJ0364
 TJ0364                          SUPERSEDED SURVEY CONTROL
 TJ0364
 TJ0364  NGVD 29 (??/??/92)  689.226  (m)         2261.24   (f) ADJ UNCH    1 2
 TJ0364
 TJ0364.Superseded values are not recommended for survey control.
 TJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0364.See file dsdata.txt to determine how the superseded data were derived.
 TJ0364
 TJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP873598(NAD 83)
 TJ0364_MARKER: DD = SURVEY DISK
 TJ0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0364_SP_SET: BUILDING
 TJ0364_STAMPING: 2261.236
 TJ0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0364
 TJ0364  HISTORY     - Date     Condition        Report By
 TJ0364  HISTORY     - UNK      MONUMENTED       USGS
 TJ0364  HISTORY     - 1934     GOOD             NGS
 TJ0364  HISTORY     - 1978     MARK NOT FOUND   NGS
 TJ0364
 TJ0364                          STATION DESCRIPTION
 TJ0364
 TJ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0364'IN MALTA.
 TJ0364'AT MALTA, PHILLIPS COUNTY, BEHIND THE JUNIOR HIGH SCHOOL, NEAR THE
 TJ0364'NORTHEAST CORNER OF AN OLD RED BRICK BUILDING, IN THE EAST WALL, AND
 TJ0364'2 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TJ0364'DISK, STAMPED 2261.236 AND SET VERTICALLY.
 TJ0364
 TJ0364                          STATION RECOVERY (1978)
 TJ0364
 TJ0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TJ0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0339 ***********************************************************************
 RT0339  DESIGNATION -  2283
 RT0339  PID         -  RT0339
 RT0339  STATE/COUNTY-  MT/CUSTER
 RT0339  USGS QUAD   -  SHIRLEY (1969)
 RT0339
 RT0339                         *CURRENT SURVEY CONTROL
 RT0339  ___________________________________________________________________
 RT0339* NAD 83(1986)-  46 34 40.     (N)    105 35 45.     (W)     SCALED    
 RT0339* NAVD 88     -       696.425  (meters)    2284.85   (feet)  ADJUSTED  
 RT0339  ___________________________________________________________________
 RT0339  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RT0339  DYNAMIC HT  -         696.394 (meters)    2284.75  (feet)  COMP
 RT0339  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 RT0339
 RT0339  VERT ORDER  -  FIRST     CLASS II
 RT0339
 RT0339.The horizontal coordinates were scaled from a topographic map and have
 RT0339.an estimated accuracy of +/- 6 seconds.
 RT0339
 RT0339.The orthometric height was determined by differential leveling
 RT0339.and adjusted by the National Geodetic Survey in June 1991..
 RT0339
 RT0339.The geoid height was determined by GEOID03.
 RT0339
 RT0339.The dynamic height is computed by dividing the NAVD 88
 RT0339.geopotential number by the normal gravity value computed on the
 RT0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0339.degrees latitude (g = 980.6199 gals.).
 RT0339
 RT0339.The modeled gravity was interpolated from observed gravity values.
 RT0339
 RT0339;                    North         East    Units  Estimated Accuracy
 RT0339;SPC MT       -   266,120.      898,970.      MT  (+/- 180 meters Scaled)
 RT0339
 RT0339                          SUPERSEDED SURVEY CONTROL
 RT0339
 RT0339  NGVD 29 (??/??/92)  695.878  (m)         2283.06   (f) ADJ UNCH    1 2
 RT0339
 RT0339.Superseded values are not recommended for survey control.
 RT0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0339.See file dsdata.txt to determine how the superseded data were derived.
 RT0339
 RT0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM543584(NAD 83)
 RT0339_MARKER: DD = SURVEY DISK
 RT0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0339_SP_SET: FLOOR
 RT0339_STAMPING: 2283.03
 RT0339_MARK LOGO: BOR   
 RT0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0339
 RT0339  HISTORY     - Date     Condition        Report By
 RT0339  HISTORY     - UNK      MONUMENTED       BOR
 RT0339  HISTORY     - 1960     GOOD             NGS
 RT0339  HISTORY     - 1981     GOOD             NGS
 RT0339
 RT0339                          STATION DESCRIPTION
 RT0339
 RT0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0339'17.7 MI NE FROM MILES CITY.
 RT0339'ABOUT 17.7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0339'STATION AT MILES CITY, 4 1/2 POLES NORTHEAST OF MILEPOST 61, AT AN
 RT0339'IRRAGATION PUMPING STATION, SET IN THE TOP OF THE CONCRETE FLOOR OF
 RT0339'THE BUILDING, IN SECTION 32, T 10 N, R 49 E, 244 FEET WEST OF THE WEST
 RT0339'RAIL, 2.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 7 INCHES
 RT0339'SOUTH OF THE NORTH EDGE OF A DOOR IN THE EAST FACE OF THE BUILDING,
 RT0339'AND ABOUT 7 INCHES ABOVE THE GROUND.
 RT0339
 RT0339                          STATION RECOVERY (1981)
 RT0339
 RT0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0245 ***********************************************************************
 TN0245  DESIGNATION -  2294
 TN0245  PID         -  TN0245
 TN0245  STATE/COUNTY-  MT/LINCOLN
 TN0245  USGS QUAD   -  BEARTRAP MOUNTAIN (1983)
 TN0245
 TN0245                         *CURRENT SURVEY CONTROL
 TN0245  ___________________________________________________________________
 TN0245* NAD 83(1986)-  48 52 26.     (N)    115 12 58.     (W)     SCALED    
 TN0245* NAVD 88     -       697.586  (meters)    2288.66   (feet)  ADJUSTED  
 TN0245  ___________________________________________________________________
 TN0245  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 TN0245  DYNAMIC HT  -         697.645 (meters)    2288.86  (feet)  COMP
 TN0245  MODELED GRAV-     980,673.9   (mgal)                       NAVD 88
 TN0245
 TN0245  VERT ORDER  -  FIRST     CLASS II
 TN0245
 TN0245.The horizontal coordinates were scaled from a topographic map and have
 TN0245.an estimated accuracy of +/- 6 seconds.
 TN0245
 TN0245.The orthometric height was determined by differential leveling
 TN0245.and adjusted by the National Geodetic Survey in June 1991..
 TN0245
 TN0245.The geoid height was determined by GEOID03.
 TN0245
 TN0245.The dynamic height is computed by dividing the NAVD 88
 TN0245.geopotential number by the normal gravity value computed on the
 TN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0245.degrees latitude (g = 980.6199 gals.).
 TN0245
 TN0245.The modeled gravity was interpolated from observed gravity values.
 TN0245
 TN0245;                    North         East    Units  Estimated Accuracy
 TN0245;SPC MT       -   529,140.      181,090.      MT  (+/- 180 meters Scaled)
 TN0245
 TN0245                          SUPERSEDED SURVEY CONTROL
 TN0245
 TN0245  NGVD 29 (??/??/92)  696.398  (m)         2284.77   (f) ADJ UNCH    1 2
 TN0245
 TN0245.Superseded values are not recommended for survey control.
 TN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0245.See file dsdata.txt to determine how the superseded data were derived.
 TN0245
 TN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ308149(NAD 83)
 TN0245_MARKER: P = PIPE CAP
 TN0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0245_STAMPING: 2294
 TN0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0245
 TN0245  HISTORY     - Date     Condition        Report By
 TN0245  HISTORY     - UNK      MONUMENTED       USGS
 TN0245  HISTORY     - 1946     GOOD             NGS
 TN0245  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0245
 TN0245                          STATION DESCRIPTION
 TN0245
 TN0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0245'0.4 MI SW FROM REXFORD.
 TN0245'0.4 MILE SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0245'AT REXFORD, LINCOLN COUNTY, 4 POLES NORTHEAST OF MILEPOST 1281, 600
 TN0245'FEET NORTHWEST OF THE TRACK, ON THE OLD ABANDONED JENNINGS BRANCH
 TN0245'GRADE, 100 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD RAILROAD BED,
 TN0245'20 FEET SOUTHWEST OF A PINE TREE WITH A TRIANGULAR BLAZE, AND 2.5 FEET
 TN0245'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL
 TN0245'SURVEY STANDARD CAP, STAMPED 2294 AND RIVETED ON THE TOP OF A
 TN0245'3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 TN0245
 TN0245                          STATION RECOVERY (1979)
 TN0245
 TN0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0245'NOT RECOVERED ON THIS DATE.  THIS MARK WAS FLOODED BY LAKE KOOCANUSA,
 TN0245'CREATED BY THE CONSTRUCTION OF LIBBY DAM ON THE KOOTENAI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0679 ***********************************************************************
 QW0679  DESIGNATION -  23 DHW
 QW0679  PID         -  QW0679
 QW0679  STATE/COUNTY-  MT/BIG HORN
 QW0679  USGS QUAD   -  CHILKOOT COULEE (1980)
 QW0679
 QW0679                         *CURRENT SURVEY CONTROL
 QW0679  ___________________________________________________________________
 QW0679* NAD 83(1986)-  45 23 03.     (N)    108 20 51.     (W)     SCALED    
 QW0679* NAVD 88     -      1345.123  (meters)    4413.12   (feet)  POSTED    
 QW0679  ___________________________________________________________________
 QW0679  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 QW0679  DYNAMIC HT  -        1344.700 (meters)    4411.74  (feet)  COMP
 QW0679  MODELED GRAV-     980,250.7   (mgal)                       NAVD 88
 QW0679
 QW0679  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0679
 QW0679.The horizontal coordinates were scaled from a topographic map and have
 QW0679.an estimated accuracy of +/- 6 seconds.
 QW0679
 QW0679.The orthometric height was determined by differential leveling
 QW0679.and adjusted by the National Geodetic Survey in 1992..
 QW0679.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0679.rate of 0.0 thru 1.0 mm/km.
 QW0679
 QW0679.The geoid height was determined by GEOID03.
 QW0679
 QW0679.The dynamic height is computed by dividing the NAVD 88
 QW0679.geopotential number by the normal gravity value computed on the
 QW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0679.degrees latitude (g = 980.6199 gals.).
 QW0679
 QW0679.The modeled gravity was interpolated from observed gravity values.
 QW0679
 QW0679;                    North         East    Units  Estimated Accuracy
 QW0679;SPC MT       -   126,720.      690,240.      MT  (+/- 180 meters Scaled)
 QW0679
 QW0679                          SUPERSEDED SURVEY CONTROL
 QW0679
 QW0679.No superseded survey control is available for this station.
 QW0679
 QW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR076290(NAD 83)
 QW0679_MARKER: DB = BENCH MARK DISK
 QW0679_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0679_SP_SET: PREFAB CONC. POST IN EARTH
 QW0679_STAMPING: 23 DHW 1967
 QW0679_MARK LOGO: USGS  
 QW0679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0679+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0679
 QW0679  HISTORY     - Date     Condition        Report By
 QW0679  HISTORY     - 1967     MONUMENTED       USGS
 QW0679
 QW0679                          STATION DESCRIPTION
 QW0679
 QW0679'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0679'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0679'GRADED DIRT ROADS, THENCE 8.0 MILES SOUTHEAST ALONG TRACK ROADS TO
 QW0679'CROSSROADS, NEAR 1/4 CORNER OF SECTION 14-23/TOWNSHIP 5 SOUTH/RANGE
 QW0679'27 EAST, ABOUT 350 FEET SOUTH AND 250 FEET WEST OF THE CROSSROADS, 26
 QW0679'FEET SOUTH AND 16 FEET WEST OF A DIM Y-JUNCTION, 6 FEET NORTH AND 2
 QW0679'FEET EAST OF A FENCE CORNER AND WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0383 ***********************************************************************
 QV0383  DESIGNATION -  23 JRP
 QV0383  PID         -  QV0383
 QV0383  STATE/COUNTY-  MT/CUSTER
 QV0383  USGS QUAD   -  H S SCHOOL (1971)
 QV0383
 QV0383                         *CURRENT SURVEY CONTROL
 QV0383  ___________________________________________________________________
 QV0383* NAD 83(1986)-  45 58 42.     (N)    106 03 19.     (W)     SCALED    
 QV0383* NAVD 88     -       805.782  (meters)    2643.64   (feet)  ADJUSTED  
 QV0383  ___________________________________________________________________
 QV0383  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 QV0383  DYNAMIC HT  -         805.670 (meters)    2643.27  (feet)  COMP
 QV0383  MODELED GRAV-     980,448.6   (mgal)                       NAVD 88
 QV0383
 QV0383  VERT ORDER  -  THIRD
 QV0383
 QV0383.The horizontal coordinates were scaled from a topographic map and have
 QV0383.an estimated accuracy of +/- 6 seconds.
 QV0383
 QV0383.The orthometric height was determined by differential leveling
 QV0383.and adjusted by the National Geodetic Survey in June 1991..
 QV0383
 QV0383.The geoid height was determined by GEOID03.
 QV0383
 QV0383.The dynamic height is computed by dividing the NAVD 88
 QV0383.geopotential number by the normal gravity value computed on the
 QV0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0383.degrees latitude (g = 980.6199 gals.).
 QV0383
 QV0383.The modeled gravity was interpolated from observed gravity values.
 QV0383
 QV0383;                    North         East    Units  Estimated Accuracy
 QV0383;SPC MT       -   197,940.      866,740.      MT  (+/- 180 meters Scaled)
 QV0383
 QV0383                          SUPERSEDED SURVEY CONTROL
 QV0383
 QV0383  NGVD 29 (??/??/92)  805.14   (m)         2641.5    (f) COMPUTED    3 0
 QV0383
 QV0383.Superseded values are not recommended for survey control.
 QV0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0383.See file dsdata.txt to determine how the superseded data were derived.
 QV0383
 QV0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL182921(NAD 83)
 QV0383_MARKER: DB = BENCH MARK DISK
 QV0383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0383_SP_SET: COPPER-CLAD STEEL ROD
 QV0383_STAMPING: 23 JRP 1969
 QV0383_MARK LOGO: USGS  
 QV0383_MAGNETIC: I = MARKER IS A STEEL ROD
 QV0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0383+SATELLITE: SATELLITE OBSERVATIONS - 1969
 QV0383
 QV0383  HISTORY     - Date     Condition        Report By
 QV0383  HISTORY     - 1969     MONUMENTED       USGS
 QV0383
 QV0383                          STATION DESCRIPTION
 QV0383
 QV0383'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QV0383'FROM MILES CITY, MONTANA POST OFFICE, PROCEED 13.5 MILES SOUTH ALONG
 QV0383'U.S. HIGHWAY 312 TO TONGUE RIVER ROAD, THENCE 27 MILES SOUTHWEST
 QV0383'ALONG TONGUE RIVER ROAD, THENCE 1.4 MILES NORTHWEST ALONG THE ROAD TO
 QV0383'A STEEL GIRDER BRIDGE OVER TONGUE RIVER, 60 FEET EAST OF AND 5 FEET
 QV0383'LOWER THAN THE SOUTHEAST END OF THE BRIDGE, 1.5 FEET SOUTHEAST, 1.5
 QV0383'FEET SOUTH OF A BOARD FENCE, 2.5 FEET SOUTHEAST OF AN IRON WITNESS
 QV0383'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 QV0383'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0084 ***********************************************************************
 ST0084  DESIGNATION -  23 RDS
 ST0084  PID         -  ST0084
 ST0084  STATE/COUNTY-  MT/TETON
 ST0084  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0084
 ST0084                         *CURRENT SURVEY CONTROL
 ST0084  ___________________________________________________________________
 ST0084* NAD 83(1986)-  47 44 31.     (N)    112 21 00.     (W)     SCALED    
 ST0084* NAVD 88     -      1257.025  (meters)    4124.09   (feet)  ADJUSTED  
 ST0084  ___________________________________________________________________
 ST0084  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 ST0084  DYNAMIC HT  -        1256.905 (meters)    4123.70  (feet)  COMP
 ST0084  MODELED GRAV-     980,472.7   (mgal)                       NAVD 88
 ST0084
 ST0084  VERT ORDER  -  SECOND    CLASS 0
 ST0084
 ST0084.The horizontal coordinates were scaled from a topographic map and have
 ST0084.an estimated accuracy of +/- 6 seconds.
 ST0084
 ST0084.The orthometric height was determined by differential leveling
 ST0084.and adjusted by the National Geodetic Survey in June 1991..
 ST0084
 ST0084.The geoid height was determined by GEOID03.
 ST0084
 ST0084.The dynamic height is computed by dividing the NAVD 88
 ST0084.geopotential number by the normal gravity value computed on the
 ST0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0084.degrees latitude (g = 980.6199 gals.).
 ST0084
 ST0084.The modeled gravity was interpolated from observed gravity values.
 ST0084
 ST0084;                    North         East    Units  Estimated Accuracy
 ST0084;SPC MT       -   391,900.      386,420.      MT  (+/- 180 meters Scaled)
 ST0084
 ST0084                          SUPERSEDED SURVEY CONTROL
 ST0084
 ST0084  NGVD 29 (??/??/92) 1256.03   (m)         4120.8    (f) COMPUTED    2 0
 ST0084
 ST0084.Superseded values are not recommended for survey control.
 ST0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0084.See file dsdata.txt to determine how the superseded data were derived.
 ST0084
 ST0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT987885(NAD 83)
 ST0084_MARKER: DD = SURVEY DISK
 ST0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0084_STAMPING: 23 RDS 1957
 ST0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0084+STABILITY: SURFACE MOTION
 ST0084
 ST0084  HISTORY     - Date     Condition        Report By
 ST0084  HISTORY     - 1957     MONUMENTED       USGS
 ST0084  HISTORY     - 1961     GOOD             NGS
 ST0084
 ST0084                          STATION DESCRIPTION
 ST0084
 ST0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0084'11.1 MI SW FROM CHOTEAU.
 ST0084'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0084'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.8 MILES
 ST0084'WEST ALONG A GRAVEL ROAD, AT THE CROSSING OF A TELEPHONE POLE LINE, 39
 ST0084'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET
 ST0084'NORTH-NORTHWEST OF A TELEPHONE POLE, 1.5 FEET NORTH OF A WITNESS POST,
 ST0084'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ST0084'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0527 ***********************************************************************
 RU0527  DESIGNATION -  23 RDS
 RU0527  PID         -  RU0527
 RU0527  STATE/COUNTY-  MT/GARFIELD
 RU0527  USGS QUAD   -  HILL RANCH (1980)
 RU0527
 RU0527                         *CURRENT SURVEY CONTROL
 RU0527  ___________________________________________________________________
 RU0527* NAD 83(1986)-  46 54 48.     (N)    107 45 09.     (W)     SCALED    
 RU0527* NAVD 88     -       925.090  (meters)    3035.07   (feet)  ADJUSTED  
 RU0527  ___________________________________________________________________
 RU0527  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 RU0527  DYNAMIC HT  -         925.050 (meters)    3034.93  (feet)  COMP
 RU0527  MODELED GRAV-     980,538.6   (mgal)                       NAVD 88
 RU0527
 RU0527  VERT ORDER  -  SECOND    CLASS 0
 RU0527
 RU0527.The horizontal coordinates were scaled from a topographic map and have
 RU0527.an estimated accuracy of +/- 6 seconds.
 RU0527
 RU0527.The orthometric height was determined by differential leveling
 RU0527.and adjusted by the National Geodetic Survey in June 1991..
 RU0527
 RU0527.The geoid height was determined by GEOID03.
 RU0527
 RU0527.The dynamic height is computed by dividing the NAVD 88
 RU0527.geopotential number by the normal gravity value computed on the
 RU0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0527.degrees latitude (g = 980.6199 gals.).
 RU0527
 RU0527.The modeled gravity was interpolated from observed gravity values.
 RU0527
 RU0527;                    North         East    Units  Estimated Accuracy
 RU0527;SPC MT       -   297,430.      733,030.      MT  (+/- 180 meters Scaled)
 RU0527
 RU0527                          SUPERSEDED SURVEY CONTROL
 RU0527
 RU0527  NGVD 29 (??/??/92)  924.42   (m)         3032.9    (f) COMPUTED    2 0
 RU0527
 RU0527.Superseded values are not recommended for survey control.
 RU0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0527.See file dsdata.txt to determine how the superseded data were derived.
 RU0527
 RU0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM904992(NAD 83)
 RU0527_MARKER: DB = BENCH MARK DISK
 RU0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0527_SP_SET: CONCRETE POST
 RU0527_STAMPING: 23 RDS 1962
 RU0527_MARK LOGO: USGS  
 RU0527_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0527+STABILITY: SURFACE MOTION
 RU0527
 RU0527  HISTORY     - Date     Condition        Report By
 RU0527  HISTORY     - 1962     MONUMENTED       USGS
 RU0527
 RU0527                          STATION DESCRIPTION
 RU0527
 RU0527'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0527'16.1 KM (10.00 MI) SOUTH FROM MOSBY.
 RU0527'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 7.7 MILES
 RU0527'SOUTHALONG GRADED AND TRAIL ROADS, 0.4 MILES SOUTH OF SOME ABANDONED
 RU0527'BUILDINGS, NEAR THE CENTER OF SECTION 2, T. 13 N., R. 31 E., 330
 RU0527'FEET SOUTHWEST OF A LONE COTTONWOOD TREE IN THE DRAIN, 29 FEET WEST
 RU0527'OF THE CENTER OF THE TRAIL ROAD.
 RU0527'THE MARK IS ABOVE LEVEL WITH TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0548 ***********************************************************************
 TK0548  DESIGNATION -  23 REB
 TK0548  PID         -  TK0548
 TK0548  STATE/COUNTY-  MT/BLAINE
 TK0548  USGS QUAD   -  HORNBECK LAKE (1984)
 TK0548
 TK0548                         *CURRENT SURVEY CONTROL
 TK0548  ___________________________________________________________________
 TK0548* NAD 83(1986)-  48 42 22.     (N)    108 34 11.     (W)     SCALED    
 TK0548* NAVD 88     -       968.420  (meters)    3177.22   (feet)  POSTED    
 TK0548  ___________________________________________________________________
 TK0548  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 TK0548  DYNAMIC HT  -         968.520 (meters)    3177.55  (feet)  COMP
 TK0548  MODELED GRAV-     980,681.0   (mgal)                       NAVD 88
 TK0548
 TK0548  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0548
 TK0548.The horizontal coordinates were scaled from a topographic map and have
 TK0548.an estimated accuracy of +/- 6 seconds.
 TK0548
 TK0548.The orthometric height was determined by differential leveling
 TK0548.and adjusted by the National Geodetic Survey in 1992..
 TK0548.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0548.rate of 0.0 thru 1.0 mm/km.
 TK0548
 TK0548.The geoid height was determined by GEOID03.
 TK0548
 TK0548.The dynamic height is computed by dividing the NAVD 88
 TK0548.geopotential number by the normal gravity value computed on the
 TK0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0548.degrees latitude (g = 980.6199 gals.).
 TK0548
 TK0548.The modeled gravity was interpolated from observed gravity values.
 TK0548
 TK0548;                    North         East    Units  Estimated Accuracy
 TK0548;SPC MT       -   495,590.      668,460.      MT  (+/- 180 meters Scaled)
 TK0548
 TK0548                          SUPERSEDED SURVEY CONTROL
 TK0548
 TK0548.No superseded survey control is available for this station.
 TK0548
 TK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU787976(NAD 83)
 TK0548_MARKER: DB = BENCH MARK DISK
 TK0548_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0548+WITH SETTING: INFORMATION.
 TK0548_SP_SET: SHALLOW-SET METAL ROD
 TK0548_STAMPING: 23 REB 1979
 TK0548_MARK LOGO: USGS  
 TK0548_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0548_ROD/PIPE-DEPTH: 2.29 meters
 TK0548
 TK0548  HISTORY     - Date     Condition        Report By
 TK0548  HISTORY     - 1979     MONUMENTED       USGS
 TK0548
 TK0548                          STATION DESCRIPTION
 TK0548
 TK0548'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0548'26.1 KM (16.20 MI) NE FROM HARLEM.
 TK0548'16.2 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0548'HARLEM ALONG HIGHWAY 241, NEAR THE CENTER OF THE EAST HALF OF SECTION
 TK0548'15, T34N, R24E, 91 FEET SOUTHEAST OF HIGHWAY 241, 12.4 FEET NORTHEAST
 TK0548'OF A FENCE CORNER, AND 1.6 FEET NORTHWEST OF A FENCE.
 TK0548'THE MARK IS 3.4 FT  SW FROM  A WITNESS POST
 TK0548'THE MARK IS 3.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0999 ***********************************************************************
 TN0999  DESIGNATION -  23 RHM
 TN0999  PID         -  TN0999
 TN0999  STATE/COUNTY-  MT/LINCOLN
 TN0999  USGS QUAD   -  BONNET TOP (1963)
 TN0999
 TN0999                         *CURRENT SURVEY CONTROL
 TN0999  ___________________________________________________________________
 TN0999* NAD 83(1986)-  48 54 33.     (N)    115 39 31.     (W)     SCALED    
 TN0999* NAVD 88     -       913.141  (meters)    2995.86   (feet)  ADJUSTED  
 TN0999  ___________________________________________________________________
 TN0999  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 TN0999  DYNAMIC HT  -         913.217 (meters)    2996.11  (feet)  COMP
 TN0999  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 TN0999
 TN0999  VERT ORDER  -  THIRD
 TN0999
 TN0999.The horizontal coordinates were scaled from a topographic map and have
 TN0999.an estimated accuracy of +/- 6 seconds.
 TN0999
 TN0999.The orthometric height was determined by differential leveling
 TN0999.and adjusted by the National Geodetic Survey in June 1991..
 TN0999
 TN0999.The geoid height was determined by GEOID03.
 TN0999
 TN0999.The dynamic height is computed by dividing the NAVD 88
 TN0999.geopotential number by the normal gravity value computed on the
 TN0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0999.degrees latitude (g = 980.6199 gals.).
 TN0999
 TN0999.The modeled gravity was interpolated from observed gravity values.
 TN0999
 TN0999;                    North         East    Units  Estimated Accuracy
 TN0999;SPC MT       -   535,510.      149,030.      MT  (+/- 180 meters Scaled)
 TN0999
 TN0999                          SUPERSEDED SURVEY CONTROL
 TN0999
 TN0999.No superseded survey control is available for this station.
 TN0999
 TN0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ982182(NAD 83)
 TN0999_MARKER: DB = BENCH MARK DISK
 TN0999_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN0999_SP_SET: PREFAB CONC. POST IN EARTH
 TN0999_STAMPING: 23 RHM 1963
 TN0999_MARK LOGO: USGS  
 TN0999_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0999+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0999
 TN0999  HISTORY     - Date     Condition        Report By
 TN0999  HISTORY     - 1963     MONUMENTED       USGS
 TN0999
 TN0999                          STATION DESCRIPTION
 TN0999
 TN0999'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0999'FROM YAAK, MONTANA, FROM THE INTERSECTIONS OF ROADS 68 AND 92,
 TN0999'PROCEED 6.7 MILES NORTH ALONG ROAD 92 TO A PRIVATE RESIDENCE OF H.
 TN0999'CHANDLER, IN THE SOUTHEAST 1/4 CORNER OF SECTION 6/TOWNSHIP 36
 TN0999'NORTH/RANGE 31 WEST, 53 FEET NORTH AND 5 FEET WEST AND 2 FEET HIGHER
 TN0999'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0717 ***********************************************************************
 TL0717  DESIGNATION -  23 WAC
 TL0717  PID         -  TL0717
 TL0717  STATE/COUNTY-  MT/HILL
 TL0717  USGS QUAD   -  LOST RIVER NE (1972)
 TL0717
 TL0717                         *CURRENT SURVEY CONTROL
 TL0717  ___________________________________________________________________
 TL0717* NAD 83(1986)-  48 54 51.     (N)    110 21 28.     (W)     SCALED    
 TL0717* NAVD 88     -       867.658  (meters)    2846.64   (feet)  ADJUSTED  
 TL0717  ___________________________________________________________________
 TL0717  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TL0717  DYNAMIC HT  -         867.747 (meters)    2846.93  (feet)  COMP
 TL0717  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 TL0717
 TL0717  VERT ORDER  -  THIRD
 TL0717
 TL0717.The horizontal coordinates were scaled from a topographic map and have
 TL0717.an estimated accuracy of +/- 6 seconds.
 TL0717
 TL0717.The orthometric height was determined by differential leveling
 TL0717.and adjusted by the National Geodetic Survey in June 1991..
 TL0717
 TL0717.The geoid height was determined by GEOID03.
 TL0717
 TL0717.The dynamic height is computed by dividing the NAVD 88
 TL0717.geopotential number by the normal gravity value computed on the
 TL0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0717.degrees latitude (g = 980.6199 gals.).
 TL0717
 TL0717.The modeled gravity was interpolated from observed gravity values.
 TL0717
 TL0717;                    North         East    Units  Estimated Accuracy
 TL0717;SPC MT       -   518,670.      537,130.      MT  (+/- 180 meters Scaled)
 TL0717
 TL0717                          SUPERSEDED SURVEY CONTROL
 TL0717
 TL0717.No superseded survey control is available for this station.
 TL0717
 TL0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV470181(NAD 83)
 TL0717_MARKER: DB = BENCH MARK DISK
 TL0717_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0717_SP_SET: PREFAB CONC. POST IN EARTH
 TL0717_STAMPING: 23 WAC 1963 2844
 TL0717_MARK LOGO: USGS  
 TL0717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0717+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0717
 TL0717  HISTORY     - Date     Condition        Report By
 TL0717  HISTORY     - 1963     MONUMENTED       USGS
 TL0717
 TL0717                          STATION DESCRIPTION
 TL0717
 TL0717'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0717'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0717'THENCE 17 MILES NORTH, THENCE 2 MILES WEST, THENCE 4 MILES NORTH,
 TL0717'THENCE 1 MILE WEST, IN THE NORTHEAST CORNER OF SECTION 1/TOWNSHIP 36
 TL0717'NORTH/RANGE 10 EAST, 32 FEET SOUTH AND 23 FEET WEST AND 0.3 FEET
 TL0717'HIGHER THAN A T-ROAD SOUTH, PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0718 ***********************************************************************
 TL0718  DESIGNATION -  23 WAC RM
 TL0718  PID         -  TL0718
 TL0718  STATE/COUNTY-  MT/HILL
 TL0718  USGS QUAD   -  LOST RIVER NE (1972)
 TL0718
 TL0718                         *CURRENT SURVEY CONTROL
 TL0718  ___________________________________________________________________
 TL0718* NAD 83(1986)-  48 54 52.     (N)    110 21 28.     (W)     SCALED    
 TL0718* NAVD 88     -       867.415  (meters)    2845.84   (feet)  ADJUSTED  
 TL0718  ___________________________________________________________________
 TL0718  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TL0718  DYNAMIC HT  -         867.504 (meters)    2846.14  (feet)  COMP
 TL0718  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 TL0718
 TL0718  VERT ORDER  -  THIRD
 TL0718
 TL0718.The horizontal coordinates were scaled from a topographic map and have
 TL0718.an estimated accuracy of +/- 6 seconds.
 TL0718
 TL0718.The orthometric height was determined by differential leveling
 TL0718.and adjusted by the National Geodetic Survey in June 1991..
 TL0718
 TL0718.The geoid height was determined by GEOID03.
 TL0718
 TL0718.The dynamic height is computed by dividing the NAVD 88
 TL0718.geopotential number by the normal gravity value computed on the
 TL0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0718.degrees latitude (g = 980.6199 gals.).
 TL0718
 TL0718.The modeled gravity was interpolated from observed gravity values.
 TL0718
 TL0718;                    North         East    Units  Estimated Accuracy
 TL0718;SPC MT       -   518,700.      537,130.      MT  (+/- 180 meters Scaled)
 TL0718
 TL0718                          SUPERSEDED SURVEY CONTROL
 TL0718
 TL0718.No superseded survey control is available for this station.
 TL0718
 TL0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV470181(NAD 83)
 TL0718_MARKER: I = METAL ROD
 TL0718_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TL0718+WITH SETTING: INFORMATION.
 TL0718_SP_SET: METAL ROD DRIVEN INTO GROUND
 TL0718_MARK LOGO: NONE  
 TL0718_MAGNETIC: I = MARKER IS A STEEL ROD
 TL0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0718+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0718
 TL0718  HISTORY     - Date     Condition        Report By
 TL0718  HISTORY     - 1963     MONUMENTED       USGS
 TL0718
 TL0718                          STATION DESCRIPTION
 TL0718
 TL0718'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0718'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0718'THENCE 17 MILES NORTH, THENCE 2 MILES WEST, THENCE 4 MILES NORTH,
 TL0718'THENCE 1 MILE WEST, IN THE NORTHEAST CORNER OF SECTION 1/TOWNSHIP 36
 TL0718'NORTH/RANGE 10 EAST, 101 FEET NORTH AND 82 FEET WEST OF BM 23 WCA, IN
 TL0718'A NORTH-SOUTH FIELD LINE, 69 FEET NORTH OF AN EAST-WEST ROAD, A
 TL0718'REINFORCING ROD PROJECTING 0.3 FEET AND PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0705 ***********************************************************************
 TJ0705  DESIGNATION -  23 WR
 TJ0705  PID         -  TJ0705
 TJ0705  STATE/COUNTY-  MT/PHILLIPS
 TJ0705  USGS QUAD   -  PORCUPINE COULEE (1984)
 TJ0705
 TJ0705                         *CURRENT SURVEY CONTROL
 TJ0705  ___________________________________________________________________
 TJ0705* NAD 83(1986)-  48 44 32.     (N)    107 20 16.     (W)     SCALED    
 TJ0705* NAVD 88     -       864.948  (meters)    2837.75   (feet)  POSTED    
 TJ0705  ___________________________________________________________________
 TJ0705  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0705  DYNAMIC HT  -         865.070 (meters)    2838.15  (feet)  COMP
 TJ0705  MODELED GRAV-     980,716.8   (mgal)                       NAVD 88
 TJ0705
 TJ0705  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0705
 TJ0705.The horizontal coordinates were scaled from a topographic map and have
 TJ0705.an estimated accuracy of +/- 6 seconds.
 TJ0705
 TJ0705.The orthometric height was determined by differential leveling
 TJ0705.and adjusted by the National Geodetic Survey in 1992..
 TJ0705.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0705.rate of 0.0 thru 1.0 mm/km.
 TJ0705
 TJ0705.The geoid height was determined by GEOID03.
 TJ0705
 TJ0705.The dynamic height is computed by dividing the NAVD 88
 TJ0705.geopotential number by the normal gravity value computed on the
 TJ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0705.degrees latitude (g = 980.6199 gals.).
 TJ0705
 TJ0705.The modeled gravity was interpolated from observed gravity values.
 TJ0705
 TJ0705;                    North         East    Units  Estimated Accuracy
 TJ0705;SPC MT       -   501,400.      758,990.      MT  (+/- 180 meters Scaled)
 TJ0705
 TJ0705                          SUPERSEDED SURVEY CONTROL
 TJ0705
 TJ0705.No superseded survey control is available for this station.
 TJ0705
 TJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ281014(NAD 83)
 TJ0705_MARKER: DB = BENCH MARK DISK
 TJ0705_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0705_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0705_STAMPING: 23 WR 2836 1968
 TJ0705_MARK LOGO: USGS  
 TJ0705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0705+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0705
 TJ0705  HISTORY     - Date     Condition        Report By
 TJ0705  HISTORY     - 1968     MONUMENTED       USGS
 TJ0705
 TJ0705                          STATION DESCRIPTION
 TJ0705
 TJ0705'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0705'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 14.3 MILES EAST
 TJ0705'AND SOUTH ALONG A GRAVEL ROAD, SECTION 1-6-31-36/TOWNSHIP 34-35
 TJ0705'NORTH/RANGE 33-34 EAST, 35 FEET NORTH AND 25 FEET EAST AND 1.5 FEET
 TJ0705'HIGHER THAN THE CENTERLINE OF THE ROAD AT A CROSSROAD, 3 FEET NORTH
 TJ0705'AND 5 FEET WEST OF A FENCE CORNER, PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0013 ***********************************************************************
 TK0013  DESIGNATION -  2304
 TK0013  PID         -  TK0013
 TK0013  STATE/COUNTY-  MT/BLAINE
 TK0013  USGS QUAD   -  COBURG (1964)
 TK0013
 TK0013                         *CURRENT SURVEY CONTROL
 TK0013  ___________________________________________________________________
 TK0013* NAD 83(1986)-  48 27 03.     (N)    108 26 23.     (W)     SCALED    
 TK0013* NAVD 88     -       703.235  (meters)    2307.20   (feet)  POSTED    
 TK0013  ___________________________________________________________________
 TK0013  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TK0013  DYNAMIC HT  -         703.320 (meters)    2307.48  (feet)  COMP
 TK0013  MODELED GRAV-     980,702.7   (mgal)                       NAVD 88
 TK0013
 TK0013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0013
 TK0013.The horizontal coordinates were scaled from a topographic map and have
 TK0013.an estimated accuracy of +/- 6 seconds.
 TK0013
 TK0013.The orthometric height was determined by differential leveling
 TK0013.and adjusted by the National Geodetic Survey in 1992..
 TK0013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0013.rate of 0.0 thru 1.0 mm/km.
 TK0013
 TK0013.The geoid height was determined by GEOID03.
 TK0013
 TK0013.The dynamic height is computed by dividing the NAVD 88
 TK0013.geopotential number by the normal gravity value computed on the
 TK0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0013.degrees latitude (g = 980.6199 gals.).
 TK0013
 TK0013.The modeled gravity was interpolated from observed gravity values.
 TK0013
 TK0013;                    North         East    Units  Estimated Accuracy
 TK0013;SPC MT       -   467,340.      678,410.      MT  (+/- 180 meters Scaled)
 TK0013
 TK0013                          SUPERSEDED SURVEY CONTROL
 TK0013
 TK0013  NGVD 29 (??/??/92)  702.500  (m)         2304.79   (f) ADJ UNCH    1 2
 TK0013
 TK0013.Superseded values are not recommended for survey control.
 TK0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0013.See file dsdata.txt to determine how the superseded data were derived.
 TK0013
 TK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU893695(NAD 83)
 TK0013_MARKER: P = PIPE CAP
 TK0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0013_STAMPING: 2304.785 HAVRE 2304
 TK0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0013
 TK0013  HISTORY     - Date     Condition        Report By
 TK0013  HISTORY     - UNK      MONUMENTED       USGS
 TK0013  HISTORY     - 1933     POOR             NGS
 TK0013  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0013  HISTORY     - 19820323 MARK NOT FOUND   NGS
 TK0013
 TK0013                          STATION DESCRIPTION
 TK0013
 TK0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TK0013'IN COBURG.
 TK0013'AT COBURG, BLAINE COUNTY, ON THE GREAT NORTHERN RAILWAY, 66 FEET WEST
 TK0013'OF THE STATION, AND 30 FEET NORTH OF THE TRACK.  A UNITED STATES
 TK0013'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2304.785 HAVRE 2304 AND
 TK0013'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- IT WAS REPORTED
 TK0013'IN OCTOBER 1933 THAT THE DISK HAS BEEN BATTERED AND THE CONCRETE
 TK0013'BROKEN AT ITS TOP EDGES.  NOTE-- USE WITH CAUTION.
 TK0013
 TK0013                          STATION RECOVERY (1979)
 TK0013
 TK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0013'NOTE=THE RAILROAD STATION HAS BEEN MOVED AND MARK PROBABLY DESTROYED.
 TK0013
 TK0013                          STATION RECOVERY (1982)
 TK0013
 TK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0248 ***********************************************************************
 TN0248  DESIGNATION -  2316
 TN0248  PID         -  TN0248
 TN0248  STATE/COUNTY-  MT/LINCOLN
 TN0248  USGS QUAD   -  REXFORD (1983)
 TN0248
 TN0248                         *CURRENT SURVEY CONTROL
 TN0248  ___________________________________________________________________
 TN0248* NAD 83(1986)-  48 56 13.     (N)    115 10 05.     (W)     SCALED    
 TN0248* NAVD 88     -       705.046  (meters)    2313.14   (feet)  ADJUSTED  
 TN0248  ___________________________________________________________________
 TN0248  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TN0248  DYNAMIC HT  -         705.112 (meters)    2313.36  (feet)  COMP
 TN0248  MODELED GRAV-     980,681.9   (mgal)                       NAVD 88
 TN0248
 TN0248  VERT ORDER  -  FIRST     CLASS II
 TN0248
 TN0248.The horizontal coordinates were scaled from a topographic map and have
 TN0248.an estimated accuracy of +/- 6 seconds.
 TN0248
 TN0248.The orthometric height was determined by differential leveling
 TN0248.and adjusted by the National Geodetic Survey in June 1991..
 TN0248
 TN0248.The geoid height was determined by GEOID03.
 TN0248
 TN0248.The dynamic height is computed by dividing the NAVD 88
 TN0248.geopotential number by the normal gravity value computed on the
 TN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0248.degrees latitude (g = 980.6199 gals.).
 TN0248
 TN0248.The modeled gravity was interpolated from observed gravity values.
 TN0248
 TN0248;                    North         East    Units  Estimated Accuracy
 TN0248;SPC MT       -   535,870.      185,110.      MT  (+/- 180 meters Scaled)
 TN0248
 TN0248                          SUPERSEDED SURVEY CONTROL
 TN0248
 TN0248  NGVD 29 (??/??/92)  703.862  (m)         2309.25   (f) ADJ UNCH    1 2
 TN0248
 TN0248.Superseded values are not recommended for survey control.
 TN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0248.See file dsdata.txt to determine how the superseded data were derived.
 TN0248
 TN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ341220(NAD 83)
 TN0248_MARKER: P = PIPE CAP
 TN0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0248_STAMPING: 2316 GN
 TN0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0248
 TN0248  HISTORY     - Date     Condition        Report By
 TN0248  HISTORY     - UNK      MONUMENTED       USGS
 TN0248  HISTORY     - 1933     GOOD             NGS
 TN0248
 TN0248                          STATION DESCRIPTION
 TN0248
 TN0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0248'4.7 MI N FROM REXFORD.
 TN0248'4.7 MILES NORTH ALONG THE ABANDONED ROADBED OF THE REXFORD-FERNIE
 TN0248'BRANCH OF THE GREAT NORTHERN RAILWAY FROM THE STATION AT REXFORD,
 TN0248'LINCOLN COUNTY, AT HAYDEN, 300 FEET NORTHWEST OF THE STATION SIGN, 50
 TN0248'FEET WEST OF THE SITE OF THE OLD RAILROAD WATER TANK (THE FOUNDATION
 TN0248'WAS STILL VISIBLE IN 1933), 65 FEET WEST OF THE OLD ROADBED, AND 2
 TN0248'FEET EAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 TN0248'STAMPED 2316 GN AND RIVETED ON THE TOP OF A 3-1/2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0061 ***********************************************************************
 TK0061  DESIGNATION -  2321
 TK0061  PID         -  TK0061
 TK0061  STATE/COUNTY-  MT/BLAINE
 TK0061  USGS QUAD   -  SAVOY (1964)
 TK0061
 TK0061                         *CURRENT SURVEY CONTROL
 TK0061  ___________________________________________________________________
 TK0061* NAD 83(1986)-  48 28 17.     (N)    108 32 13.     (W)     SCALED    
 TK0061* NAVD 88     -       708.256  (meters)    2323.67   (feet)  ADJUSTED  
 TK0061  ___________________________________________________________________
 TK0061  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0061  DYNAMIC HT  -         708.342 (meters)    2323.95  (feet)  COMP
 TK0061  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 TK0061
 TK0061  VERT ORDER  -  FIRST     CLASS II
 TK0061
 TK0061.The horizontal coordinates were scaled from a topographic map and have
 TK0061.an estimated accuracy of +/- 6 seconds.
 TK0061
 TK0061.The orthometric height was determined by differential leveling
 TK0061.and adjusted by the National Geodetic Survey in June 1991..
 TK0061
 TK0061.The geoid height was determined by GEOID03.
 TK0061
 TK0061.The dynamic height is computed by dividing the NAVD 88
 TK0061.geopotential number by the normal gravity value computed on the
 TK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0061.degrees latitude (g = 980.6199 gals.).
 TK0061
 TK0061.The modeled gravity was interpolated from observed gravity values.
 TK0061
 TK0061;                    North         East    Units  Estimated Accuracy
 TK0061;SPC MT       -   469,530.      671,190.      MT  (+/- 180 meters Scaled)
 TK0061
 TK0061                          SUPERSEDED SURVEY CONTROL
 TK0061
 TK0061  NGVD 29 (??/??/92)  707.479  (m)         2321.12   (f) ADJ UNCH    1 2
 TK0061
 TK0061.Superseded values are not recommended for survey control.
 TK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0061.See file dsdata.txt to determine how the superseded data were derived.
 TK0061
 TK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU820716(NAD 83)
 TK0061_MARKER: P = PIPE CAP
 TK0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0061_STAMPING: 2321.121
 TK0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0061
 TK0061  HISTORY     - Date     Condition        Report By
 TK0061  HISTORY     - UNK      MONUMENTED       USGS
 TK0061  HISTORY     - 1953     GOOD             NGS
 TK0061  HISTORY     - 1979     GOOD             NGS
 TK0061
 TK0061                          STATION DESCRIPTION
 TK0061
 TK0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TK0061'0.4 MI SE FROM SAVOY.
 TK0061'0.4 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM SAVOY, BLAINE
 TK0061'COUNTY, 1.5 MILES WEST OF MILEPOST 374, 97 YARDS WEST OF BRIDGE 520 A,
 TK0061'AND 60 FEET SOUTH OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 TK0061'STANDARD CAP, STAMPED 2321.121 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 TK0061'IRON PIPE.
 TK0061
 TK0061                          STATION RECOVERY (1979)
 TK0061
 TK0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0061'ADD=1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0435 ***********************************************************************
 SQ0435  DESIGNATION -  2335
 SQ0435  PID         -  SQ0435
 SQ0435  STATE/COUNTY-  MT/PHILLIPS
 SQ0435  USGS QUAD   -  LOCKE RANCH (1987)
 SQ0435
 SQ0435                         *CURRENT SURVEY CONTROL
 SQ0435  ___________________________________________________________________
 SQ0435* NAD 83(1986)-  47 31 51.     (N)    107 53 07.     (W)     SCALED    
 SQ0435* NAVD 88     -       713.147  (meters)    2339.72   (feet)  ADJUSTED  
 SQ0435  ___________________________________________________________________
 SQ0435  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 SQ0435  DYNAMIC HT  -         713.169 (meters)    2339.79  (feet)  COMP
 SQ0435  MODELED GRAV-     980,620.2   (mgal)                       NAVD 88
 SQ0435
 SQ0435  VERT ORDER  -  SECOND    CLASS 0
 SQ0435
 SQ0435.The horizontal coordinates were scaled from a topographic map and have
 SQ0435.an estimated accuracy of +/- 6 seconds.
 SQ0435
 SQ0435.The orthometric height was determined by differential leveling
 SQ0435.and adjusted by the National Geodetic Survey in June 1991..
 SQ0435
 SQ0435.The geoid height was determined by GEOID03.
 SQ0435
 SQ0435.The dynamic height is computed by dividing the NAVD 88
 SQ0435.geopotential number by the normal gravity value computed on the
 SQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0435.degrees latitude (g = 980.6199 gals.).
 SQ0435
 SQ0435.The modeled gravity was interpolated from observed gravity values.
 SQ0435
 SQ0435;                    North         East    Units  Estimated Accuracy
 SQ0435;SPC MT       -   365,810.      721,510.      MT  (+/- 180 meters Scaled)
 SQ0435
 SQ0435                          SUPERSEDED SURVEY CONTROL
 SQ0435
 SQ0435  NGVD 29 (??/??/92)  712.422  (m)         2337.34   (f) ADJ UNCH    2 0
 SQ0435
 SQ0435.Superseded values are not recommended for survey control.
 SQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0435.See file dsdata.txt to determine how the superseded data were derived.
 SQ0435
 SQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN828681(NAD 83)
 SQ0435_MARKER: P = PIPE CAP
 SQ0435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0435_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0435_STAMPING: MALTA 2335
 SQ0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0435
 SQ0435  HISTORY     - Date     Condition        Report By
 SQ0435  HISTORY     - UNK      MONUMENTED       USGS
 SQ0435  HISTORY     - 1935     GOOD             NGS
 SQ0435  HISTORY     - 1965     GOOD             USGS
 SQ0435
 SQ0435                          STATION DESCRIPTION
 SQ0435
 SQ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SQ0435'3.5 MI W FROM LEGG.
 SQ0435'3.5 MILES WEST ALONG THE WILDER ROAD FROM LEGG, PHILLIPS COUNTY, 2.7
 SQ0435'MILES SOUTH ALONG THE MUSSELSHELL FERRY ROAD.  AT THE JUNCTION OF A
 SQ0435'T-ROAD, 70 FEET SOUTHWEST OF THE CENTER OF A GATE, AND AT THE
 SQ0435'NORTHEAST-SOUTHWEST FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 SQ0435'CAP, STAMPED MALTA 2335 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 SQ0435'PIPE.  NOTE-- 4 MILES SOUTH OF THE LOCKE RANCH TO THE TOWNSHIP 21 AND
 SQ0435'22 NORTH LINE.  THERE IS A FENCE ON THIS LINE AND THE BM IS 320 FT
 SQ0435'WEST OF A GATE ON THE ROAD TO THE LOCKE RANCH TO THE UL BEND ON THE
 SQ0435'MISSOURI RIVER.
 SQ0435
 SQ0435                          STATION RECOVERY (1965)
 SQ0435
 SQ0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0062 ***********************************************************************
 TK0062  DESIGNATION -  2343
 TK0062  PID         -  TK0062
 TK0062  STATE/COUNTY-  MT/BLAINE
 TK0062  USGS QUAD   -  SAVOY (1964)
 TK0062
 TK0062                         *CURRENT SURVEY CONTROL
 TK0062  ___________________________________________________________________
 TK0062* NAD 83(1986)-  48 29 35.     (N)    108 35 32.     (W)     SCALED    
 TK0062* NAVD 88     -       714.824  (meters)    2345.22   (feet)  ADJUSTED  
 TK0062  ___________________________________________________________________
 TK0062  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 TK0062  DYNAMIC HT  -         714.914 (meters)    2345.51  (feet)  COMP
 TK0062  MODELED GRAV-     980,712.9   (mgal)                       NAVD 88
 TK0062
 TK0062  VERT ORDER  -  FIRST     CLASS II
 TK0062
 TK0062.The horizontal coordinates were scaled from a topographic map and have
 TK0062.an estimated accuracy of +/- 6 seconds.
 TK0062
 TK0062.The orthometric height was determined by differential leveling
 TK0062.and adjusted by the National Geodetic Survey in June 1991..
 TK0062
 TK0062.The geoid height was determined by GEOID03.
 TK0062
 TK0062.The dynamic height is computed by dividing the NAVD 88
 TK0062.geopotential number by the normal gravity value computed on the
 TK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0062.degrees latitude (g = 980.6199 gals.).
 TK0062
 TK0062.The modeled gravity was interpolated from observed gravity values.
 TK0062
 TK0062;                    North         East    Units  Estimated Accuracy
 TK0062;SPC MT       -   471,890.      667,080.      MT  (+/- 180 meters Scaled)
 TK0062
 TK0062                          SUPERSEDED SURVEY CONTROL
 TK0062
 TK0062  NGVD 29 (??/??/92)  714.096  (m)         2342.83   (f) ADJ UNCH    1 2
 TK0062
 TK0062.Superseded values are not recommended for survey control.
 TK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0062.See file dsdata.txt to determine how the superseded data were derived.
 TK0062
 TK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU778739(NAD 83)
 TK0062_MARKER: P = PIPE CAP
 TK0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0062_STAMPING: 2342.830
 TK0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0062
 TK0062  HISTORY     - Date     Condition        Report By
 TK0062  HISTORY     - UNK      MONUMENTED       USGS
 TK0062  HISTORY     - 1939     GOOD             DOD
 TK0062  HISTORY     - 1979     GOOD             NGS
 TK0062
 TK0062                          STATION DESCRIPTION
 TK0062
 TK0062'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0062'2.8 MI NW FROM SAVOY.
 TK0062'2.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM SAVOY,
 TK0062'BLAINE COUNTY, 0.4 MILE EAST OF WAYNE CREEK, 0.1 MILE EAST OF CULVERT
 TK0062'528, AND AT THE SOUTH RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 TK0062'SURVEY STANDARD CAP, STAMPED 2342.830 AND RIVETED ON THE TOP OF A
 TK0062'3-1/2-INCH IRON PIPE.
 TK0062
 TK0062                          STATION RECOVERY (1979)
 TK0062
 TK0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0062'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0386 ***********************************************************************
 SQ0386  DESIGNATION -  2344
 SQ0386  PID         -  SQ0386
 SQ0386  STATE/COUNTY-  MT/PHILLIPS
 SQ0386  USGS QUAD   -  STRATTON RESERVOIR (1987)
 SQ0386
 SQ0386                         *CURRENT SURVEY CONTROL
 SQ0386  ___________________________________________________________________
 SQ0386* NAD 83(1986)-  47 49 10.     (N)    107 46 02.     (W)     SCALED    
 SQ0386* NAVD 88     -       715.875  (meters)    2348.67   (feet)  ADJUSTED  
 SQ0386  ___________________________________________________________________
 SQ0386  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 SQ0386  DYNAMIC HT  -         715.916 (meters)    2348.80  (feet)  COMP
 SQ0386  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 SQ0386
 SQ0386  VERT ORDER  -  FIRST     CLASS II
 SQ0386
 SQ0386.The horizontal coordinates were scaled from a topographic map and have
 SQ0386.an estimated accuracy of +/- 6 seconds.
 SQ0386
 SQ0386.The orthometric height was determined by differential leveling
 SQ0386.and adjusted by the National Geodetic Survey in June 1991..
 SQ0386
 SQ0386.The geoid height was determined by GEOID03.
 SQ0386
 SQ0386.The dynamic height is computed by dividing the NAVD 88
 SQ0386.geopotential number by the normal gravity value computed on the
 SQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0386.degrees latitude (g = 980.6199 gals.).
 SQ0386
 SQ0386.The modeled gravity was interpolated from observed gravity values.
 SQ0386
 SQ0386;                    North         East    Units  Estimated Accuracy
 SQ0386;SPC MT       -   398,060.      729,680.      MT  (+/- 180 meters Scaled)
 SQ0386
 SQ0386                          SUPERSEDED SURVEY CONTROL
 SQ0386
 SQ0386  NGVD 29 (??/??/92)  715.143  (m)         2346.26   (f) ADJ UNCH    1 2
 SQ0386
 SQ0386.Superseded values are not recommended for survey control.
 SQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0386.See file dsdata.txt to determine how the superseded data were derived.
 SQ0386
 SQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN928999(NAD 83)
 SQ0386_MARKER: P = PIPE CAP
 SQ0386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0386_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0386_STAMPING: 2344 MALTA
 SQ0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0386
 SQ0386  HISTORY     - Date     Condition        Report By
 SQ0386  HISTORY     - UNK      MONUMENTED       USGS
 SQ0386  HISTORY     - 1931     GOOD             NGS
 SQ0386  HISTORY     - 1965     MARK NOT FOUND   USGS
 SQ0386
 SQ0386                          STATION DESCRIPTION
 SQ0386
 SQ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 SQ0386'1.5 MI S FROM SUN PRAIRIE.
 SQ0386'ABOUT 1-1/2 MILES SOUTH ALONG THE SUN PRAIRIE-X RANCH ROAD FROM THE
 SQ0386'POST OFFICE AT SUN PRAIRIE, PHILLIPS COUNTY, ABOUT 1.4 MILES SOUTH OF
 SQ0386'THE LARK WILSON RANCH HOUSE, ABOUT 1 MILE WEST OF TELEGRAPH CREEK, AT
 SQ0386'THE FOOT OF A SLOPING GRADE, AND ABOUT 300 FEET EAST OF A
 SQ0386'NORTH-AND-SOUTH FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 SQ0386'CAP, STAMPED 2344 MALTA AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 SQ0386'PIPE.  NOTE-- DAM HAS BEEN BUILT.
 SQ0386
 SQ0386                          STATION RECOVERY (1965)
 SQ0386
 SQ0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0133 ***********************************************************************
 TK0133  DESIGNATION -  2345
 TK0133  PID         -  TK0133
 TK0133  STATE/COUNTY-  MT/BLAINE
 TK0133  USGS QUAD   -  GRABLE COULEE (1964)
 TK0133
 TK0133                         *CURRENT SURVEY CONTROL
 TK0133  ___________________________________________________________________
 TK0133* NAD 83(1986)-  48 31 13.     (N)    108 43 24.     (W)     SCALED    
 TK0133* NAVD 88     -       715.388  (meters)    2347.07   (feet)  POSTED    
 TK0133  ___________________________________________________________________
 TK0133  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TK0133  DYNAMIC HT  -         715.480 (meters)    2347.37  (feet)  COMP
 TK0133  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 TK0133
 TK0133  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0133
 TK0133.The horizontal coordinates were scaled from a topographic map and have
 TK0133.an estimated accuracy of +/- 6 seconds.
 TK0133
 TK0133.The orthometric height was determined by differential leveling
 TK0133.and adjusted by the National Geodetic Survey in 1992..
 TK0133.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0133.rate of 0.0 thru 1.0 mm/km.
 TK0133
 TK0133.The geoid height was determined by GEOID03.
 TK0133
 TK0133.The dynamic height is computed by dividing the NAVD 88
 TK0133.geopotential number by the normal gravity value computed on the
 TK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0133.degrees latitude (g = 980.6199 gals.).
 TK0133
 TK0133.The modeled gravity was interpolated from observed gravity values.
 TK0133
 TK0133;                    North         East    Units  Estimated Accuracy
 TK0133;SPC MT       -   474,810.      657,360.      MT  (+/- 180 meters Scaled)
 TK0133
 TK0133                          SUPERSEDED SURVEY CONTROL
 TK0133
 TK0133  NGVD 29 (??/??/92)  714.646  (m)         2344.63   (f) ADJ UNCH    1 2
 TK0133
 TK0133.Superseded values are not recommended for survey control.
 TK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0133.See file dsdata.txt to determine how the superseded data were derived.
 TK0133
 TK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU681766(NAD 83)
 TK0133_MARKER: P = PIPE CAP
 TK0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0133_STAMPING: 2344.634
 TK0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0133
 TK0133  HISTORY     - Date     Condition        Report By
 TK0133  HISTORY     - UNK      MONUMENTED       USGS
 TK0133  HISTORY     - 1939     GOOD             DOD
 TK0133  HISTORY     - 1964     MARK NOT FOUND   USGS
 TK0133  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0133
 TK0133                          STATION DESCRIPTION
 TK0133
 TK0133'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0133'3.1 MI SE FROM HARLEM.
 TK0133'3.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM HARLEM,
 TK0133'BLAINE COUNTY, 0.3 MILE EAST OF MILEPOST 385, 60 FEET SOUTH OF THE
 TK0133'TRACK, AND OUTSIDE THE RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL
 TK0133'SURVEY STANDARD CAP, STAMPED 2344.634 AND RIVETED ON THE TOP OF A
 TK0133'3-1/2-INCH IRON PIPE.
 TK0133
 TK0133                          STATION RECOVERY (1964)
 TK0133
 TK0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TK0133'MARK NOT FOUND.
 TK0133
 TK0133                          STATION RECOVERY (1979)
 TK0133
 TK0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0251 ***********************************************************************
 TN0251  DESIGNATION -  2355
 TN0251  PID         -  TN0251
 TN0251  STATE/COUNTY-  MT/LINCOLN
 TN0251  USGS QUAD   -  REXFORD (1983)
 TN0251
 TN0251                         *CURRENT SURVEY CONTROL
 TN0251  ___________________________________________________________________
 TN0251* NAD 83(1986)-  48 59 58.     (N)    115 10 24.     (W)     SCALED    
 TN0251* NAVD 88     -       721.515  (meters)    2367.17   (feet)  ADJUSTED  
 TN0251  ___________________________________________________________________
 TN0251  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TN0251  DYNAMIC HT  -         721.575 (meters)    2367.37  (feet)  COMP
 TN0251  MODELED GRAV-     980,670.6   (mgal)                       NAVD 88
 TN0251
 TN0251  VERT ORDER  -  FIRST     CLASS II
 TN0251
 TN0251.The horizontal coordinates were scaled from a topographic map and have
 TN0251.an estimated accuracy of +/- 6 seconds.
 TN0251
 TN0251.The orthometric height was determined by differential leveling
 TN0251.and adjusted by the National Geodetic Survey in June 1991..
 TN0251
 TN0251.The geoid height was determined by GEOID03.
 TN0251
 TN0251.The dynamic height is computed by dividing the NAVD 88
 TN0251.geopotential number by the normal gravity value computed on the
 TN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0251.degrees latitude (g = 980.6199 gals.).
 TN0251
 TN0251.The modeled gravity was interpolated from observed gravity values.
 TN0251
 TN0251;                    North         East    Units  Estimated Accuracy
 TN0251;SPC MT       -   542,830.      185,230.      MT  (+/- 180 meters Scaled)
 TN0251
 TN0251                          SUPERSEDED SURVEY CONTROL
 TN0251
 TN0251  NGVD 29 (??/??/92)  720.314  (m)         2363.23   (f) ADJ UNCH    1 2
 TN0251
 TN0251.Superseded values are not recommended for survey control.
 TN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0251.See file dsdata.txt to determine how the superseded data were derived.
 TN0251
 TN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ336290(NAD 83)
 TN0251_MARKER: P = PIPE CAP
 TN0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0251_STAMPING: 2355 GN
 TN0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0251
 TN0251  HISTORY     - Date     Condition        Report By
 TN0251  HISTORY     - UNK      MONUMENTED       USGS
 TN0251  HISTORY     - 1933     GOOD             NGS
 TN0251
 TN0251                          STATION DESCRIPTION
 TN0251
 TN0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0251'IN GATEWAY.
 TN0251'AT GATEWAY, LINCOLN COUNTY, ON THE ABANDONED ROADBED OF THE
 TN0251'REXFORD-FERNIE BRANCH OF THE GREAT NORTHERN RAILWAY, AT THE UNITED
 TN0251'STATES-CANADA INTERNATIONAL BOUNDARY, AND 90 FEET WEST OF THE
 TN0251'CUSTOMHOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 TN0251'2355 GN AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0249 ***********************************************************************
 TN0249  DESIGNATION -  2362 GN
 TN0249  PID         -  TN0249
 TN0249  STATE/COUNTY-  MT/LINCOLN
 TN0249  USGS QUAD   -  REXFORD (1983)
 TN0249
 TN0249                         *CURRENT SURVEY CONTROL
 TN0249  ___________________________________________________________________
 TN0249* NAD 83(1992)-  48 58 54.31559(N)    115 10 12.98610(W)     ADJUSTED  
 TN0249* NAVD 88     -       723.721  (meters)    2374.41   (feet)  ADJUSTED  
 TN0249  ___________________________________________________________________
 TN0249  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 TN0249  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 TN0249  DYNAMIC HT  -         723.785 (meters)    2374.62  (feet)  COMP
 TN0249  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 TN0249
 TN0249  HORZ ORDER  -  SECOND
 TN0249  VERT ORDER  -  FIRST     CLASS II
 TN0249
 TN0249.The horizontal coordinates were established by classical geodetic methods
 TN0249.and adjusted by the National Geodetic Survey in July 1992..
 TN0249
 TN0249.The orthometric height was determined by differential leveling
 TN0249.and adjusted by the National Geodetic Survey in June 1991..
 TN0249
 TN0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0249
 TN0249.The geoid height was determined by GEOID03.
 TN0249
 TN0249.The dynamic height is computed by dividing the NAVD 88
 TN0249.geopotential number by the normal gravity value computed on the
 TN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0249.degrees latitude (g = 980.6199 gals.).
 TN0249
 TN0249.The modeled gravity was interpolated from observed gravity values.
 TN0249
 TN0249;                    North         East     Units Scale Factor Converg.
 TN0249;SPC MT       -   540,855.364   185,311.434   MT  0.99998882   -4 08 52.2
 TN0249;SPC MT       - 1,774,459.86    607,977.15   iFT  0.99998882   -4 08 52.2
 TN0249;UTM  11      - 5,427,040.619   633,876.535   MT  0.99982018   +1 22 50.6
 TN0249
 TN0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0249!SPC MT       -   0.99988911  x   0.99998882  =   0.99987793
 TN0249!UTM  11      -   0.99988911  x   0.99982018  =   0.99970931
 TN0249
 TN0249                          SUPERSEDED SURVEY CONTROL
 TN0249
 TN0249  NAD 83(1986)-  48 58 54.32418(N)    115 10 12.98587(W) AD(       ) 2
 TN0249  NAD 27      -  48 58 54.45379(N)    115 10 09.36606(W) AD(       ) 2
 TN0249  NGVD 29 (??/??/92)  722.528  (m)         2370.49   (f) ADJ UNCH    1 2
 TN0249
 TN0249.Superseded values are not recommended for survey control.
 TN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0249.See file dsdata.txt to determine how the superseded data were derived.
 TN0249
 TN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3387727041(NAD 83)
 TN0249_MARKER: DB = BENCH MARK DISK
 TN0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0249_SP_SET: BASELINE MONUMENT
 TN0249_STAMPING: 2362 GN
 TN0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0249
 TN0249  HISTORY     - Date     Condition        Report By
 TN0249  HISTORY     - 1960     MONUMENTED       CGS
 TN0249  HISTORY     - 1960     GOOD             NGS
 TN0249
 TN0249                          STATION DESCRIPTION
 TN0249
 TN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TN0249'SEE STATION BUTTS.
 TN0249
 TN0249                          STATION RECOVERY (1960)
 TN0249
 TN0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 TN0249'1.4 MI S FROM GATEWAY.
 TN0249'1.4 MILES SOUTH ALONG THE ABANDONED ROADBED OF THE REXFORD-FERNIE
 TN0249'BRANCH OF THE GREAT NORTHERN RAILWAY FROM THE STATION AT GATEWAY,
 TN0249'LINCOLN COUNTY, 125 FEET WEST OF THE OLD RAILROAD BED, AT THE
 TN0249'BENEFIELD FARMHOUSE IN 1933, 150 FEET NORTH OF THE HOUSE, IN THE YARD,
 TN0249'AND 12 FEET SOUTH OF THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 TN0249'STANDARD DISK, STAMPED 2362 GN AND SET IN THE TOP OF A GRANITE
 TN0249'BASELINE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0250 ***********************************************************************
 TN0250  DESIGNATION -  2371
 TN0250  PID         -  TN0250
 TN0250  STATE/COUNTY-  MT/LINCOLN
 TN0250  USGS QUAD   -  REXFORD (1983)
 TN0250
 TN0250                         *CURRENT SURVEY CONTROL
 TN0250  ___________________________________________________________________
 TN0250* NAD 83(1986)-  48 59 31.     (N)    115 10 20.     (W)     SCALED    
 TN0250* NAVD 88     -       726.230  (meters)    2382.64   (feet)  ADJUSTED  
 TN0250  ___________________________________________________________________
 TN0250  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 TN0250  DYNAMIC HT  -         726.292 (meters)    2382.84  (feet)  COMP
 TN0250  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 TN0250
 TN0250  VERT ORDER  -  FIRST     CLASS II
 TN0250
 TN0250.The horizontal coordinates were scaled from a topographic map and have
 TN0250.an estimated accuracy of +/- 6 seconds.
 TN0250
 TN0250.The orthometric height was determined by differential leveling
 TN0250.and adjusted by the National Geodetic Survey in June 1991..
 TN0250
 TN0250.The geoid height was determined by GEOID03.
 TN0250
 TN0250.The dynamic height is computed by dividing the NAVD 88
 TN0250.geopotential number by the normal gravity value computed on the
 TN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0250.degrees latitude (g = 980.6199 gals.).
 TN0250
 TN0250.The modeled gravity was interpolated from observed gravity values.
 TN0250
 TN0250;                    North         East    Units  Estimated Accuracy
 TN0250;SPC MT       -   542,000.      185,250.      MT  (+/- 180 meters Scaled)
 TN0250
 TN0250                          SUPERSEDED SURVEY CONTROL
 TN0250
 TN0250  NGVD 29 (??/??/92)  725.032  (m)         2378.71   (f) ADJ UNCH    1 2
 TN0250
 TN0250.Superseded values are not recommended for survey control.
 TN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0250.See file dsdata.txt to determine how the superseded data were derived.
 TN0250
 TN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ337281(NAD 83)
 TN0250_MARKER: DB = BENCH MARK DISK
 TN0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0250_SP_SET: BASELINE MONUMENT
 TN0250_STAMPING: 2371 GN
 TN0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0250
 TN0250  HISTORY     - Date     Condition        Report By
 TN0250  HISTORY     - UNK      MONUMENTED       USGS
 TN0250  HISTORY     - 1933     GOOD             NGS
 TN0250
 TN0250                          STATION DESCRIPTION
 TN0250
 TN0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0250'0.5 MI S FROM GATEWAY.
 TN0250'0.5 MILE SOUTH ALONG THE ABANDONED ROADBED OF THE REXFORD-FERNIE
 TN0250'BRANCH OF THE GREAT NORTHERN RAILWAY FROM THE STATION AT GATEWAY,
 TN0250'LINCOLN COUNTY, 600 FEET SOUTH OF A ROAD CROSSING, AND 110 FEET WEST
 TN0250'OF THE OLD ROADBED.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 TN0250'STAMPED 2371 GN AND SET IN THE TOP OF A GRANITE BASELINE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0531 ***********************************************************************
 TK0531  DESIGNATION -  2372
 TK0531  PID         -  TK0531
 TK0531  STATE/COUNTY-  MT/BLAINE
 TK0531  USGS QUAD   -  HARLEM (1964)
 TK0531
 TK0531                         *CURRENT SURVEY CONTROL
 TK0531  ___________________________________________________________________
 TK0531* NAD 83(1986)-  48 32 00.     (N)    108 47 02.     (W)     SCALED    
 TK0531* NAVD 88     -       723.748  (meters)    2374.50   (feet)  POSTED    
 TK0531  ___________________________________________________________________
 TK0531  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TK0531  DYNAMIC HT  -         723.840 (meters)    2374.80  (feet)  COMP
 TK0531  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 TK0531
 TK0531  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0531
 TK0531.The horizontal coordinates were scaled from a topographic map and have
 TK0531.an estimated accuracy of +/- 6 seconds.
 TK0531
 TK0531.The orthometric height was determined by differential leveling
 TK0531.and adjusted by the National Geodetic Survey in 1992..
 TK0531.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0531.rate of 0.0 thru 1.0 mm/km.
 TK0531
 TK0531.The geoid height was determined by GEOID03.
 TK0531
 TK0531.The dynamic height is computed by dividing the NAVD 88
 TK0531.geopotential number by the normal gravity value computed on the
 TK0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0531.degrees latitude (g = 980.6199 gals.).
 TK0531
 TK0531.The modeled gravity was interpolated from observed gravity values.
 TK0531
 TK0531;                    North         East    Units  Estimated Accuracy
 TK0531;SPC MT       -   476,220.      652,870.      MT  (+/- 180 meters Scaled)
 TK0531
 TK0531                          SUPERSEDED SURVEY CONTROL
 TK0531
 TK0531.No superseded survey control is available for this station.
 TK0531
 TK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU635779(NAD 83)
 TK0531_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TK0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0531_SP_SET: CONCRETE POST
 TK0531_STAMPING: HWY ELEV 2372.51 USGS ELEV 2372.065
 TK0531_MARK LOGO: MTSHC 
 TK0531_PROJECTION: PROJECTING 86 CENTIMETERS
 TK0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0531+STABILITY: SURFACE MOTION
 TK0531
 TK0531  HISTORY     - Date     Condition        Report By
 TK0531  HISTORY     - 1900     MONUMENTED       MTSHC
 TK0531  HISTORY     - 1979     GOOD             USGS
 TK0531
 TK0531                          STATION DESCRIPTION
 TK0531
 TK0531'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0531'IN HARLEM.
 TK0531'AT HARLEM, ABOUT 240 FEET SOUTHEAST OF THE BURLINGTON NORTHERN
 TK0531'RAILROAD DEPOT, 104 FEET SOUTH OF THE MOST SOUTHERLY RAILROAD SPUR,
 TK0531'39 FEET EAST OF HIGHWAY 241, AND 26 FEET NORTH OF THE OLD US HIGHWAY
 TK0531'2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0356 ***********************************************************************
 SU0356  DESIGNATION -  2389
 SU0356  PID         -  SU0356
 SU0356  STATE/COUNTY-  MT/SANDERS
 SU0356  USGS QUAD   -  BELKNAP (1988)
 SU0356
 SU0356                         *CURRENT SURVEY CONTROL
 SU0356  ___________________________________________________________________
 SU0356* NAD 83(1986)-  47 39 11.     (N)    115 23 45.     (W)     SCALED    
 SU0356* NAVD 88     -       728.061  (meters)    2388.65   (feet)  ADJUSTED  
 SU0356  ___________________________________________________________________
 SU0356  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 SU0356  DYNAMIC HT  -         728.035 (meters)    2388.56  (feet)  COMP
 SU0356  MODELED GRAV-     980,554.9   (mgal)                       NAVD 88
 SU0356
 SU0356  VERT ORDER  -  FIRST     CLASS II
 SU0356
 SU0356.The horizontal coordinates were scaled from a topographic map and have
 SU0356.an estimated accuracy of +/- 6 seconds.
 SU0356
 SU0356.The orthometric height was determined by differential leveling
 SU0356.and adjusted by the National Geodetic Survey in June 1991..
 SU0356
 SU0356.The geoid height was determined by GEOID03.
 SU0356
 SU0356.The dynamic height is computed by dividing the NAVD 88
 SU0356.geopotential number by the normal gravity value computed on the
 SU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0356.degrees latitude (g = 980.6199 gals.).
 SU0356
 SU0356.The modeled gravity was interpolated from observed gravity values.
 SU0356
 SU0356;                    North         East    Units  Estimated Accuracy
 SU0356;SPC MT       -   394,790.      157,740.      MT  (+/- 180 meters Scaled)
 SU0356
 SU0356                          SUPERSEDED SURVEY CONTROL
 SU0356
 SU0356  NGVD 29 (??/??/92)  726.899  (m)         2384.83   (f) ADJ UNCH    1 2
 SU0356
 SU0356.Superseded values are not recommended for survey control.
 SU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0356.See file dsdata.txt to determine how the superseded data were derived.
 SU0356
 SU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN204789(NAD 83)
 SU0356_MARKER: P = PIPE CAP
 SU0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0356_STAMPING: 2389 T
 SU0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0356
 SU0356  HISTORY     - Date     Condition        Report By
 SU0356  HISTORY     - UNK      MONUMENTED       USGS
 SU0356  HISTORY     - 1944     GOOD             NGS
 SU0356
 SU0356                          STATION DESCRIPTION
 SU0356
 SU0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0356'5.0 MI NW FROM THOMPSON FALLS.
 SU0356'ALONG THE NORTHERN PACIFIC RAILWAY, 5.0 MILES NORTHWEST OF THE STATION
 SU0356'AT THOMPSON FALLS, IN LINE WITH THE EXTENSION FROM THE NORTHWEST OF
 SU0356'THE CENTER-LINE OF THE RAILWAY ACROSS CLARK FORK RIVER BRIDGE NO. 36,
 SU0356'396.0 FEET SOUTHEAST OF THE SOUTHEAST END OF BRIDGE AND POINT WHERE
 SU0356'RAILWAY BEGINS LONG CURVE TO THE SOUTH, ON THE NORTHWEST SLOPE OF
 SU0356'SHARP RIDGE BETWEEN FILLS, AT THE SOUTHEAST END OF FILL APPROACH TO
 SU0356'THE BRIDGE, 26.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET
 SU0356'NORTHWEST OF REFERENCE POST, 1.5 FEET BELOW LEVEL OF THE RAILS, A U.
 SU0356'S. GEOLOGICAL SURVEY CAP RIVETED ON THE TOP OF AN IRON PIPE PROJECTING
 SU0356'6.0 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0143 ***********************************************************************
 TK0143  DESIGNATION -  2390
 TK0143  PID         -  TK0143
 TK0143  STATE/COUNTY-  MT/BLAINE
 TK0143  USGS QUAD   -  ZURICH (1964)
 TK0143
 TK0143                         *CURRENT SURVEY CONTROL
 TK0143  ___________________________________________________________________
 TK0143* NAD 83(1986)-  48 35 09.     (N)    109 06 22.     (W)     SCALED    
 TK0143* NAVD 88     -       729.133  (meters)    2392.16   (feet)  POSTED    
 TK0143  ___________________________________________________________________
 TK0143  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0143  DYNAMIC HT  -         729.210 (meters)    2392.42  (feet)  COMP
 TK0143  MODELED GRAV-     980,698.6   (mgal)                       NAVD 88
 TK0143
 TK0143  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0143
 TK0143.The horizontal coordinates were scaled from a topographic map and have
 TK0143.an estimated accuracy of +/- 6 seconds.
 TK0143
 TK0143.The orthometric height was determined by differential leveling
 TK0143.and adjusted by the National Geodetic Survey in 1992..
 TK0143.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0143.rate of 0.0 thru 1.0 mm/km.
 TK0143
 TK0143.The geoid height was determined by GEOID03.
 TK0143
 TK0143.The dynamic height is computed by dividing the NAVD 88
 TK0143.geopotential number by the normal gravity value computed on the
 TK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0143.degrees latitude (g = 980.6199 gals.).
 TK0143
 TK0143.The modeled gravity was interpolated from observed gravity values.
 TK0143
 TK0143;                    North         East    Units  Estimated Accuracy
 TK0143;SPC MT       -   481,890.      629,050.      MT  (+/- 180 meters Scaled)
 TK0143
 TK0143                          SUPERSEDED SURVEY CONTROL
 TK0143
 TK0143  NGVD 29 (??/??/92)  728.352  (m)         2389.60   (f) ADJ UNCH    1 2
 TK0143
 TK0143.Superseded values are not recommended for survey control.
 TK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0143.See file dsdata.txt to determine how the superseded data were derived.
 TK0143
 TK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU396831(NAD 83)
 TK0143_MARKER: P = PIPE CAP
 TK0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0143
 TK0143  HISTORY     - Date     Condition        Report By
 TK0143  HISTORY     - UNK      MONUMENTED       USGS
 TK0143  HISTORY     - 1934     MARK NOT FOUND   NGS
 TK0143  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0143
 TK0143                          STATION DESCRIPTION
 TK0143
 TK0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TK0143'IN NORTH FORK.
 TK0143'AT NORTH FORK, BLAINE COUNTY, ON THE GREAT NORTHERN RAILWAY, EAST OF
 TK0143'THE EAST END OF THE SIDING, EAST OF MILEPOST 403, NORTH OF A ROAD, AND
 TK0143'NEAR A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 TK0143'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TK0143
 TK0143                          STATION RECOVERY (1979)
 TK0143
 TK0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0143'NOTE=SEARCHED FOR, BUT DUE TO NO MEASUREMENTS, MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0287 ***********************************************************************
 TN0287  DESIGNATION -  24 A
 TN0287  PID         -  TN0287
 TN0287  STATE/COUNTY-  MT/LINCOLN
 TN0287  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0287
 TN0287                         *CURRENT SURVEY CONTROL
 TN0287  ___________________________________________________________________
 TN0287* NAD 83(1986)-  48 04 02.     (N)    115 16 08.     (W)     SCALED    
 TN0287* NAVD 88     -       974.331  (meters)    3196.62   (feet)  ADJUSTED  
 TN0287  ___________________________________________________________________
 TN0287  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 TN0287  DYNAMIC HT  -         974.311 (meters)    3196.55  (feet)  COMP
 TN0287  MODELED GRAV-     980,558.9   (mgal)                       NAVD 88
 TN0287
 TN0287  VERT ORDER  -  SECOND    CLASS 0
 TN0287
 TN0287.The horizontal coordinates were scaled from a topographic map and have
 TN0287.an estimated accuracy of +/- 6 seconds.
 TN0287
 TN0287.The orthometric height was determined by differential leveling
 TN0287.and adjusted by the National Geodetic Survey in June 1991..
 TN0287
 TN0287.The geoid height was determined by GEOID03.
 TN0287
 TN0287.The dynamic height is computed by dividing the NAVD 88
 TN0287.geopotential number by the normal gravity value computed on the
 TN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0287.degrees latitude (g = 980.6199 gals.).
 TN0287
 TN0287.The modeled gravity was interpolated from observed gravity values.
 TN0287
 TN0287;                    North         East    Units  Estimated Accuracy
 TN0287;SPC MT       -   439,990.      170,630.      MT  (+/- 180 meters Scaled)
 TN0287
 TN0287                          SUPERSEDED SURVEY CONTROL
 TN0287
 TN0287  NGVD 29 (??/??/92)  973.128  (m)         3192.67   (f) ADJ UNCH    2 0
 TN0287
 TN0287.Superseded values are not recommended for survey control.
 TN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0287.See file dsdata.txt to determine how the superseded data were derived.
 TN0287
 TN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP289252(NAD 83)
 TN0287_MARKER: P = PIPE CAP
 TN0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0287_STAMPING: 24 A 1931 3193
 TN0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0287
 TN0287  HISTORY     - Date     Condition        Report By
 TN0287  HISTORY     - 1931     MONUMENTED       USGS
 TN0287  HISTORY     - 1952     GOOD             NGS
 TN0287
 TN0287                          STATION DESCRIPTION
 TN0287
 TN0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0287'6.5 MI SW FROM HAPPYS INN.
 TN0287'6.5 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0287'HAPPYS INN, AT LIONS SPRING, IN THE TOP OF THE APPROXIMATE CENTER OF A
 TN0287'SMALL OUTCROP PROJECTING 0.4 FOOT ABOVE THE GROUND, 84 FEET NORTHWEST
 TN0287'OF THE CENTER LINE OF THE HIGHWAY, 59 FEET EAST OF THE SPRING, 34 1/2
 TN0287'FEET NORTHWEST OF A TELEPHONE POLE, AND ABOUT 2 FEET LOWER THAN THE
 TN0287'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0680 ***********************************************************************
 QW0680  DESIGNATION -  24 DHW
 QW0680  PID         -  QW0680
 QW0680  STATE/COUNTY-  MT/BIG HORN
 QW0680  USGS QUAD   -  DEEP CREEK (1980)
 QW0680
 QW0680                         *CURRENT SURVEY CONTROL
 QW0680  ___________________________________________________________________
 QW0680* NAD 83(1986)-  45 22 47.     (N)    108 23 03.     (W)     SCALED    
 QW0680* NAVD 88     -      1383.447  (meters)    4538.86   (feet)  POSTED    
 QW0680  ___________________________________________________________________
 QW0680  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 QW0680  DYNAMIC HT  -        1383.000 (meters)    4537.39  (feet)  COMP
 QW0680  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 QW0680
 QW0680  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0680
 QW0680.The horizontal coordinates were scaled from a topographic map and have
 QW0680.an estimated accuracy of +/- 6 seconds.
 QW0680
 QW0680.The orthometric height was determined by differential leveling
 QW0680.and adjusted by the National Geodetic Survey in 1992..
 QW0680.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0680.rate of 0.0 thru 1.0 mm/km.
 QW0680
 QW0680.The geoid height was determined by GEOID03.
 QW0680
 QW0680.The dynamic height is computed by dividing the NAVD 88
 QW0680.geopotential number by the normal gravity value computed on the
 QW0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0680.degrees latitude (g = 980.6199 gals.).
 QW0680
 QW0680.The modeled gravity was interpolated from observed gravity values.
 QW0680
 QW0680;                    North         East    Units  Estimated Accuracy
 QW0680;SPC MT       -   126,180.      687,380.      MT  (+/- 180 meters Scaled)
 QW0680
 QW0680                          SUPERSEDED SURVEY CONTROL
 QW0680
 QW0680.No superseded survey control is available for this station.
 QW0680
 QW0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR048284(NAD 83)
 QW0680_MARKER: Z = SEE DESCRIPTION
 QW0680_SETTING: 80 = SET IN A BOULDER
 QW0680_SP_SET: BOULDER
 QW0680_STAMPING: 24 DHW 1967
 QW0680_MARK LOGO: USGS  
 QW0680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QW0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0680+STABILITY: SURFACE MOTION
 QW0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0680+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0680
 QW0680  HISTORY     - Date     Condition        Report By
 QW0680  HISTORY     - 1967     MONUMENTED       USGS
 QW0680
 QW0680                          STATION DESCRIPTION
 QW0680
 QW0680'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0680'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0680'GRADED DIRT ROADS, THENCE 5.8 MILES SOUTHEAST ALONG TRACK ROADS TO A
 QW0680'T-JUNCTION WITH WEST ROAD, 2.8 MILES WEST OF PRYOR LAND CO. UPPER
 QW0680'CAMP, IN SECTION 21/TOWNSHIP 5 SOUTH/RANGE 27 EAST, ABOUT 0.5 MILES
 QW0680'SOUTH OF RANCH HOUSE OF B. CARLSON, 188 FEET WEST AND 10.5 FEET
 QW0680'SOUTH OF A T-JUNCTION ON A 3 X 3 X 1 FOOT EMBEDDED BOULDER, METAL
 QW0680'WITNESS POST 3 FEET SOUTHWEST OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0384 ***********************************************************************
 QV0384  DESIGNATION -  24 JRP
 QV0384  PID         -  QV0384
 QV0384  STATE/COUNTY-  MT/CUSTER
 QV0384  USGS QUAD   -  H S SCHOOL (1971)
 QV0384
 QV0384                         *CURRENT SURVEY CONTROL
 QV0384  ___________________________________________________________________
 QV0384* NAD 83(1986)-  45 57 42.     (N)    106 02 38.     (W)     SCALED    
 QV0384* NAVD 88     -       842.604  (meters)    2764.44   (feet)  ADJUSTED  
 QV0384  ___________________________________________________________________
 QV0384  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 QV0384  DYNAMIC HT  -         842.484 (meters)    2764.05  (feet)  COMP
 QV0384  MODELED GRAV-     980,445.1   (mgal)                       NAVD 88
 QV0384
 QV0384  VERT ORDER  -  THIRD
 QV0384
 QV0384.The horizontal coordinates were scaled from a topographic map and have
 QV0384.an estimated accuracy of +/- 6 seconds.
 QV0384
 QV0384.The orthometric height was determined by differential leveling
 QV0384.and adjusted by the National Geodetic Survey in June 1991..
 QV0384
 QV0384.The geoid height was determined by GEOID03.
 QV0384
 QV0384.The dynamic height is computed by dividing the NAVD 88
 QV0384.geopotential number by the normal gravity value computed on the
 QV0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0384.degrees latitude (g = 980.6199 gals.).
 QV0384
 QV0384.The modeled gravity was interpolated from observed gravity values.
 QV0384
 QV0384;                    North         East    Units  Estimated Accuracy
 QV0384;SPC MT       -   196,130.      867,700.      MT  (+/- 180 meters Scaled)
 QV0384
 QV0384                          SUPERSEDED SURVEY CONTROL
 QV0384
 QV0384  NGVD 29 (??/??/92)  841.95   (m)         2762.3    (f) COMPUTED    3 0
 QV0384
 QV0384.Superseded values are not recommended for survey control.
 QV0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0384.See file dsdata.txt to determine how the superseded data were derived.
 QV0384
 QV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL191903(NAD 83)
 QV0384_MARKER: DB = BENCH MARK DISK
 QV0384_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0384_SP_SET: COPPER-CLAD STEEL ROD
 QV0384_STAMPING: 24 JRP 1969
 QV0384_MARK LOGO: USGS  
 QV0384_MAGNETIC: I = MARKER IS A STEEL ROD
 QV0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0384+SATELLITE: SATELLITE OBSERVATIONS - 1969
 QV0384
 QV0384  HISTORY     - Date     Condition        Report By
 QV0384  HISTORY     - 1969     MONUMENTED       USGS
 QV0384
 QV0384                          STATION DESCRIPTION
 QV0384
 QV0384'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QV0384'FROM MILES CITY, MONTANA POST OFFICE, PROCEED 13.5 MILES SOUTH ALONG
 QV0384'U.S. HIGHWAY 312 TO TONGUE RIVER ROAD, THENCE 27 MILES SOUTHWEST
 QV0384'ALONG TONGUE RIVER ROAD, 180 FEET SOUTHWEST AND 2.5 FEET LOWER THAN A
 QV0384'T-ROAD INTERSECTION, 136 FEET SOUTHEAST AND 3.5 FEET LOWER THAN THE
 QV0384'CENTER OF A CATTLEGUARD, 2 FEET NORTH OF A RIGHT-OF-WAY FENCE, 2.5
 QV0384'FEET SOUTHWEST OF AN IRON WITNESS POST.  A COPPER-CLAD STEEL ROD
 QV0384'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0529 ***********************************************************************
 RU0529  DESIGNATION -  24 RDS
 RU0529  PID         -  RU0529
 RU0529  STATE/COUNTY-  MT/GARFIELD
 RU0529  USGS QUAD   -  HILL RANCH (1980)
 RU0529
 RU0529                         *CURRENT SURVEY CONTROL
 RU0529  ___________________________________________________________________
 RU0529* NAD 83(1986)-  46 54 57.     (N)    107 46 10.     (W)     SCALED    
 RU0529* NAVD 88     -       932.193  (meters)    3058.37   (feet)  ADJUSTED  
 RU0529  ___________________________________________________________________
 RU0529  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 RU0529  DYNAMIC HT  -         932.155 (meters)    3058.25  (feet)  COMP
 RU0529  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 RU0529
 RU0529  VERT ORDER  -  SECOND    CLASS 0
 RU0529
 RU0529.The horizontal coordinates were scaled from a topographic map and have
 RU0529.an estimated accuracy of +/- 6 seconds.
 RU0529
 RU0529.The orthometric height was determined by differential leveling
 RU0529.and adjusted by the National Geodetic Survey in June 1991..
 RU0529
 RU0529.The geoid height was determined by GEOID03.
 RU0529
 RU0529.The dynamic height is computed by dividing the NAVD 88
 RU0529.geopotential number by the normal gravity value computed on the
 RU0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0529.degrees latitude (g = 980.6199 gals.).
 RU0529
 RU0529.The modeled gravity was interpolated from observed gravity values.
 RU0529
 RU0529;                    North         East    Units  Estimated Accuracy
 RU0529;SPC MT       -   297,680.      731,740.      MT  (+/- 180 meters Scaled)
 RU0529
 RU0529                          SUPERSEDED SURVEY CONTROL
 RU0529
 RU0529  NGVD 29 (??/??/92)  931.52   (m)         3056.2    (f) COMPUTED    2 0
 RU0529
 RU0529.Superseded values are not recommended for survey control.
 RU0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0529.See file dsdata.txt to determine how the superseded data were derived.
 RU0529
 RU0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM891995(NAD 83)
 RU0529_MARKER: DB = BENCH MARK DISK
 RU0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0529_SP_SET: CONCRETE POST
 RU0529_STAMPING: 24 RDS 1962
 RU0529_MARK LOGO: USGS  
 RU0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0529+STABILITY: SURFACE MOTION
 RU0529
 RU0529  HISTORY     - Date     Condition        Report By
 RU0529  HISTORY     - 1962     MONUMENTED       USGS
 RU0529
 RU0529                          STATION DESCRIPTION
 RU0529
 RU0529'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0529'14.3 KM (8.90 MI) SOUTH FROM MOSBY.
 RU0529'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 6.6 MILES
 RU0529'SOUTHALONG GRADED AND TRAIL ROADS, 5.4 MILES SOUTH OF HILL RANCH
 RU0529'BUILDINGS,NEAR THE CENTER OF SECTION 3, T. 13 N., R. 31 E., 20 FEET
 RU0529'SOUTH AND   136 FEET WEST OF THE CENTER OF A TRAIL ROAD FORK.
 RU0529'THE MARK IS 0.5 FT ABOVE TRAIL ROAD FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0549 ***********************************************************************
 TK0549  DESIGNATION -  24 REB
 TK0549  PID         -  TK0549
 TK0549  STATE/COUNTY-  MT/BLAINE
 TK0549  USGS QUAD   -  HORNBECK LAKE (1984)
 TK0549
 TK0549                         *CURRENT SURVEY CONTROL
 TK0549  ___________________________________________________________________
 TK0549* NAD 83(1986)-  48 42 48.     (N)    108 33 20.     (W)     SCALED    
 TK0549* NAVD 88     -       955.971  (meters)    3136.38   (feet)  POSTED    
 TK0549  ___________________________________________________________________
 TK0549  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TK0549  DYNAMIC HT  -         956.070 (meters)    3136.71  (feet)  COMP
 TK0549  MODELED GRAV-     980,681.1   (mgal)                       NAVD 88
 TK0549
 TK0549  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0549
 TK0549.The horizontal coordinates were scaled from a topographic map and have
 TK0549.an estimated accuracy of +/- 6 seconds.
 TK0549
 TK0549.The orthometric height was determined by differential leveling
 TK0549.and adjusted by the National Geodetic Survey in 1992..
 TK0549.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0549.rate of 0.0 thru 1.0 mm/km.
 TK0549
 TK0549.The geoid height was determined by GEOID03.
 TK0549
 TK0549.The dynamic height is computed by dividing the NAVD 88
 TK0549.geopotential number by the normal gravity value computed on the
 TK0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0549.degrees latitude (g = 980.6199 gals.).
 TK0549
 TK0549.The modeled gravity was interpolated from observed gravity values.
 TK0549
 TK0549;                    North         East    Units  Estimated Accuracy
 TK0549;SPC MT       -   496,410.      669,490.      MT  (+/- 180 meters Scaled)
 TK0549
 TK0549                          SUPERSEDED SURVEY CONTROL
 TK0549
 TK0549.No superseded survey control is available for this station.
 TK0549
 TK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU798984(NAD 83)
 TK0549_MARKER: DB = BENCH MARK DISK
 TK0549_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0549+WITH SETTING: INFORMATION.
 TK0549_SP_SET: SHALLOW-SET METAL ROD
 TK0549_STAMPING: 24 REB 1979
 TK0549_MARK LOGO: USGS  
 TK0549_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0549_ROD/PIPE-DEPTH: 1.52 meters
 TK0549
 TK0549  HISTORY     - Date     Condition        Report By
 TK0549  HISTORY     - 1979     MONUMENTED       USGS
 TK0549
 TK0549                          STATION DESCRIPTION
 TK0549
 TK0549'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0549'27.4 KM (17.00 MI) NE FROM HARLEM.
 TK0549'17.0 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0549'HARLEM ALONG HIGHWAY 241, 0.4 MILES EAST OF THE SOUTHWEST CORNER OF
 TK0549'SECTION 11, T34N, R24E, 79 FEET SOUTHEAST OF HIGHWAY 241, 59 FEET
 TK0549'NORTH OF A GRAVEL ROAD, 16.4 FEET NORTHEAST OF A POWER POLE AT A
 TK0549'FENCE CORNER, AND 1.2 FEET NORTHWEST OF A FENCE.
 TK0549'THE MARK IS 2.5 FT  NE FROM  A WITNESS POST
 TK0549'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1000 ***********************************************************************
 TN1000  DESIGNATION -  24 RHM
 TN1000  PID         -  TN1000
 TN1000  STATE/COUNTY-  MT/LINCOLN
 TN1000  USGS QUAD   -  BONNET TOP (1963)
 TN1000
 TN1000                         *CURRENT SURVEY CONTROL
 TN1000  ___________________________________________________________________
 TN1000* NAD 83(1986)-  48 56 13.     (N)    115 38 42.     (W)     SCALED    
 TN1000* NAVD 88     -       931.163  (meters)    3054.99   (feet)  ADJUSTED  
 TN1000  ___________________________________________________________________
 TN1000  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 TN1000  DYNAMIC HT  -         931.240 (meters)    3055.24  (feet)  COMP
 TN1000  MODELED GRAV-     980,660.5   (mgal)                       NAVD 88
 TN1000
 TN1000  VERT ORDER  -  THIRD
 TN1000
 TN1000.The horizontal coordinates were scaled from a topographic map and have
 TN1000.an estimated accuracy of +/- 6 seconds.
 TN1000
 TN1000.The orthometric height was determined by differential leveling
 TN1000.and adjusted by the National Geodetic Survey in June 1991..
 TN1000
 TN1000.The geoid height was determined by GEOID03.
 TN1000
 TN1000.The dynamic height is computed by dividing the NAVD 88
 TN1000.geopotential number by the normal gravity value computed on the
 TN1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1000.degrees latitude (g = 980.6199 gals.).
 TN1000
 TN1000.The modeled gravity was interpolated from observed gravity values.
 TN1000
 TN1000;                    North         East    Units  Estimated Accuracy
 TN1000;SPC MT       -   538,510.      150,270.      MT  (+/- 180 meters Scaled)
 TN1000
 TN1000                          SUPERSEDED SURVEY CONTROL
 TN1000
 TN1000.No superseded survey control is available for this station.
 TN1000
 TN1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ992213(NAD 83)
 TN1000_MARKER: DB = BENCH MARK DISK
 TN1000_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN1000_SP_SET: PREFAB CONC. POST IN EARTH
 TN1000_STAMPING: 24 RHM 1963
 TN1000_MARK LOGO: USGS  
 TN1000_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1000+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1000
 TN1000  HISTORY     - Date     Condition        Report By
 TN1000  HISTORY     - 1963     MONUMENTED       USGS
 TN1000
 TN1000                          STATION DESCRIPTION
 TN1000
 TN1000'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1000'FROM YAAK, MONTANA, FROM THE INTERSECTIONS OF ROADS 68 AND 92,
 TN1000'PROCEED 8.8 MILES NORTH ALONG ROAD 92 TO A T-ROAD WEST, IN THE
 TN1000'SOUTHEAST 1/4 CORNER OF SECTION 28/TOWNSHIP 36 NORTH/RANGE 31 WEST,
 TN1000'17 FEET NORTH AND 35 FEET EAST OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0719 ***********************************************************************
 TL0719  DESIGNATION -  24 WAC
 TL0719  PID         -  TL0719
 TL0719  STATE/COUNTY-  MT/HILL
 TL0719  USGS QUAD   -  LOST RIVER NE (1972)
 TL0719
 TL0719                         *CURRENT SURVEY CONTROL
 TL0719  ___________________________________________________________________
 TL0719* NAD 83(1986)-  48 54 48.     (N)    110 20 10.     (W)     SCALED    
 TL0719* NAVD 88     -       862.761  (meters)    2830.57   (feet)  ADJUSTED  
 TL0719  ___________________________________________________________________
 TL0719  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TL0719  DYNAMIC HT  -         862.848 (meters)    2830.86  (feet)  COMP
 TL0719  MODELED GRAV-     980,681.3   (mgal)                       NAVD 88
 TL0719
 TL0719  VERT ORDER  -  THIRD
 TL0719
 TL0719.The horizontal coordinates were scaled from a topographic map and have
 TL0719.an estimated accuracy of +/- 6 seconds.
 TL0719
 TL0719.The orthometric height was determined by differential leveling
 TL0719.and adjusted by the National Geodetic Survey in June 1991..
 TL0719
 TL0719.The geoid height was determined by GEOID03.
 TL0719
 TL0719.The dynamic height is computed by dividing the NAVD 88
 TL0719.geopotential number by the normal gravity value computed on the
 TL0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0719.degrees latitude (g = 980.6199 gals.).
 TL0719
 TL0719.The modeled gravity was interpolated from observed gravity values.
 TL0719
 TL0719;                    North         East    Units  Estimated Accuracy
 TL0719;SPC MT       -   518,560.      538,720.      MT  (+/- 180 meters Scaled)
 TL0719
 TL0719                          SUPERSEDED SURVEY CONTROL
 TL0719
 TL0719.No superseded survey control is available for this station.
 TL0719
 TL0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV486180(NAD 83)
 TL0719_MARKER: DB = BENCH MARK DISK
 TL0719_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0719_SP_SET: PREFAB CONC. POST IN EARTH
 TL0719_STAMPING: 24 WAC 1963 2828
 TL0719_MARK LOGO: USGS  
 TL0719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0719+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0719
 TL0719  HISTORY     - Date     Condition        Report By
 TL0719  HISTORY     - 1963     MONUMENTED       USGS
 TL0719
 TL0719                          STATION DESCRIPTION
 TL0719
 TL0719'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0719'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0719'THENCE 17 MILES NORTH, THENCE 2 MILES WEST, THENCE 4 MILES NORTH, IN
 TL0719'THE NORTHWEST CORNER OF SECTION 5/TOWNSHIP 36 NORTH/RANGE 11 EAST,
 TL0719'269 FEET SOUTH OF AN EAST-WEST ROAD AND 48 FEET EAST OF A NORTH-SOUTH
 TL0719'ROAD AND 5 FEET WEST OF A NORTH-SOUTH FENCE, PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0707 ***********************************************************************
 TJ0707  DESIGNATION -  24 WR
 TJ0707  PID         -  TJ0707
 TJ0707  STATE/COUNTY-  MT/PHILLIPS
 TJ0707  USGS QUAD   -  PORCUPINE COULEE (1984)
 TJ0707
 TJ0707                         *CURRENT SURVEY CONTROL
 TJ0707  ___________________________________________________________________
 TJ0707* NAD 83(1986)-  48 44 32.     (N)    107 17 37.     (W)     SCALED    
 TJ0707* NAVD 88     -       812.055  (meters)    2664.22   (feet)  POSTED    
 TJ0707  ___________________________________________________________________
 TJ0707  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TJ0707  DYNAMIC HT  -         812.170 (meters)    2664.59  (feet)  COMP
 TJ0707  MODELED GRAV-     980,723.9   (mgal)                       NAVD 88
 TJ0707
 TJ0707  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0707
 TJ0707.The horizontal coordinates were scaled from a topographic map and have
 TJ0707.an estimated accuracy of +/- 6 seconds.
 TJ0707
 TJ0707.The orthometric height was determined by differential leveling
 TJ0707.and adjusted by the National Geodetic Survey in 1992..
 TJ0707.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0707.rate of 0.0 thru 1.0 mm/km.
 TJ0707
 TJ0707.The geoid height was determined by GEOID03.
 TJ0707
 TJ0707.The dynamic height is computed by dividing the NAVD 88
 TJ0707.geopotential number by the normal gravity value computed on the
 TJ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0707.degrees latitude (g = 980.6199 gals.).
 TJ0707
 TJ0707.The modeled gravity was interpolated from observed gravity values.
 TJ0707
 TJ0707;                    North         East    Units  Estimated Accuracy
 TJ0707;SPC MT       -   501,490.      762,230.      MT  (+/- 180 meters Scaled)
 TJ0707
 TJ0707                          SUPERSEDED SURVEY CONTROL
 TJ0707
 TJ0707.No superseded survey control is available for this station.
 TJ0707
 TJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ313013(NAD 83)
 TJ0707_MARKER: DB = BENCH MARK DISK
 TJ0707_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0707_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0707_STAMPING: 24 WR 2662 1968
 TJ0707_MARK LOGO: USGS  
 TJ0707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0707+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0707
 TJ0707  HISTORY     - Date     Condition        Report By
 TJ0707  HISTORY     - 1968     MONUMENTED       USGS
 TJ0707
 TJ0707                          STATION DESCRIPTION
 TJ0707
 TJ0707'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0707'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 16.5 MILES EAST
 TJ0707'AND SOUTH ALONG A GRAVEL ROAD, SECTION 4-5-32-33/TOWNSHIP 34-35
 TJ0707'NORTH/RANGE 33 EAST, ABOUT 0.75 MILES EAST OF RATTLESNAKE COULEE, 55
 TJ0707'FEET NORTH AND 15 FEET EAST AND 1.0 FOOT LOWER THAN THE CENTERLINE OF
 TJ0707'THE ROAD AT A FIELD ROAD CROSSING, 9 FEET NORTH AND 9 FEET WEST OF
 TJ0707'R.E.A. POLE, PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0329 ***********************************************************************
 SU0329  DESIGNATION -  2428
 SU0329  PID         -  SU0329
 SU0329  STATE/COUNTY-  MT/SANDERS
 SU0329  USGS QUAD   -  EDDY MOUNTAIN (1964)
 SU0329
 SU0329                         *CURRENT SURVEY CONTROL
 SU0329  ___________________________________________________________________
 SU0329* NAD 83(1986)-  47 33 29.     (N)    115 08 02.     (W)     SCALED    
 SU0329* NAVD 88     -       740.074  (meters)    2428.06   (feet)  ADJUSTED  
 SU0329  ___________________________________________________________________
 SU0329  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 SU0329  DYNAMIC HT  -         740.044 (meters)    2427.96  (feet)  COMP
 SU0329  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 SU0329
 SU0329  VERT ORDER  -  FIRST     CLASS II
 SU0329
 SU0329.The horizontal coordinates were scaled from a topographic map and have
 SU0329.an estimated accuracy of +/- 6 seconds.
 SU0329
 SU0329.The orthometric height was determined by differential leveling
 SU0329.and adjusted by the National Geodetic Survey in June 1991..
 SU0329
 SU0329.The geoid height was determined by GEOID03.
 SU0329
 SU0329.The dynamic height is computed by dividing the NAVD 88
 SU0329.geopotential number by the normal gravity value computed on the
 SU0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0329.degrees latitude (g = 980.6199 gals.).
 SU0329
 SU0329.The modeled gravity was interpolated from observed gravity values.
 SU0329
 SU0329;                    North         East    Units  Estimated Accuracy
 SU0329;SPC MT       -   382,820.      176,600.      MT  (+/- 180 meters Scaled)
 SU0329
 SU0329                          SUPERSEDED SURVEY CONTROL
 SU0329
 SU0329  NGVD 29 (??/??/92)  738.928  (m)         2424.30   (f) ADJ UNCH    1 2
 SU0329
 SU0329.Superseded values are not recommended for survey control.
 SU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0329.See file dsdata.txt to determine how the superseded data were derived.
 SU0329
 SU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN403688(NAD 83)
 SU0329_MARKER: P = PIPE CAP
 SU0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0329_STAMPING: 2428 T MSLA
 SU0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0329
 SU0329  HISTORY     - Date     Condition        Report By
 SU0329  HISTORY     - UNK      MONUMENTED       USGS
 SU0329  HISTORY     - 1944     GOOD             NGS
 SU0329  HISTORY     - 1964     MARK NOT FOUND   USGS
 SU0329  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0329
 SU0329                          STATION DESCRIPTION
 SU0329
 SU0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0329'IN EDDY.
 SU0329'AT EDDY, SANDERS COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 50 FEET
 SU0329'NORTHWEST OF THE STATION, AND 23 FEET NORTHEAST OF THE TRACK.  A
 SU0329'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2428 T MSLA AND
 SU0329'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 SU0329
 SU0329                          STATION RECOVERY (1964)
 SU0329
 SU0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0329'MARK NOT FOUND.
 SU0329
 SU0329                          STATION RECOVERY (1980)
 SU0329
 SU0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0329'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0344 ***********************************************************************
 SU0344  DESIGNATION -  2439 RESET
 SU0344  PID         -  SU0344
 SU0344  STATE/COUNTY-  MT/SANDERS
 SU0344  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0344
 SU0344                         *CURRENT SURVEY CONTROL
 SU0344  ___________________________________________________________________
 SU0344* NAD 83(1986)-  47 35 40.     (N)    115 20 49.     (W)     SCALED    
 SU0344* NAVD 88     -       742.619  (meters)    2436.41   (feet)  ADJUSTED  
 SU0344  ___________________________________________________________________
 SU0344  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 SU0344  DYNAMIC HT  -         742.594 (meters)    2436.33  (feet)  COMP
 SU0344  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 SU0344
 SU0344  VERT ORDER  -  FIRST     CLASS II
 SU0344
 SU0344.The horizontal coordinates were scaled from a topographic map and have
 SU0344.an estimated accuracy of +/- 6 seconds.
 SU0344
 SU0344.The orthometric height was determined by differential leveling
 SU0344.and adjusted by the National Geodetic Survey in June 1991..
 SU0344.WARNING-Repeat measurements at this control monument indicate possible
 SU0344.vertical movement.
 SU0344
 SU0344.The geoid height was determined by GEOID03.
 SU0344
 SU0344.The dynamic height is computed by dividing the NAVD 88
 SU0344.geopotential number by the normal gravity value computed on the
 SU0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0344.degrees latitude (g = 980.6199 gals.).
 SU0344
 SU0344.The modeled gravity was interpolated from observed gravity values.
 SU0344
 SU0344;                    North         East    Units  Estimated Accuracy
 SU0344;SPC MT       -   388,020.      160,910.      MT  (+/- 180 meters Scaled)
 SU0344
 SU0344                          SUPERSEDED SURVEY CONTROL
 SU0344
 SU0344  NGVD 29 (??/??/92)  741.469  (m)         2432.64   (f) ADJ UNCH    1 2
 SU0344
 SU0344.Superseded values are not recommended for survey control.
 SU0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0344.See file dsdata.txt to determine how the superseded data were derived.
 SU0344
 SU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN242725(NAD 83)
 SU0344_MARKER: P = PIPE CAP
 SU0344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0344_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0344_STAMPING: 2439 T RESET 1918
 SU0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0344
 SU0344  HISTORY     - Date     Condition        Report By
 SU0344  HISTORY     - 1918     MONUMENTED       USGS
 SU0344  HISTORY     - 1944     POOR             NGS
 SU0344  HISTORY     - 1952     POOR             NGS
 SU0344  HISTORY     - 1980     POOR             NGS
 SU0344
 SU0344                          STATION DESCRIPTION
 SU0344
 SU0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0344'IN THOMPSON FALLS.
 SU0344'AT THOMPSON FALLS, 92.9 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN
 SU0344'TRACK, 60.3 FEET SOUTH OF SOUTH CORNER OF STATION, 39.5 FEET WEST OF
 SU0344'BENCH MARK P 473, 19.5 FEET SOUTHEAST OF CENTER-LINE OF GRAVEL WALK
 SU0344'LEADING FROM THE STREET TO THE STATION, A U. S. GEOLOGICAL SURVEY CAP
 SU0344'RIVETED ON TOP OF AN IRON PIPE PROJECTING ABOUT 2.0 FEET ABOVE THE
 SU0344'GROUND.
 SU0344
 SU0344                          STATION RECOVERY (1952)
 SU0344
 SU0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 SU0344'MARK RECOVERED IN POOR CONDITION.
 SU0344
 SU0344                          STATION RECOVERY (1980)
 SU0344
 SU0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0344'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0150 ***********************************************************************
 TK0150  DESIGNATION -  2441
 TK0150  PID         -  TK0150
 TK0150  STATE/COUNTY-  MT/BLAINE
 TK0150  USGS QUAD   -  LOHMAN (1964)
 TK0150
 TK0150                         *CURRENT SURVEY CONTROL
 TK0150  ___________________________________________________________________
 TK0150* NAD 83(1986)-  48 35 26.     (N)    109 24 12.     (W)     SCALED    
 TK0150* NAVD 88     -       744.899  (meters)    2443.89   (feet)  ADJUSTED  
 TK0150  ___________________________________________________________________
 TK0150  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TK0150  DYNAMIC HT  -         744.983 (meters)    2444.17  (feet)  COMP
 TK0150  MODELED GRAV-     980,698.2   (mgal)                       NAVD 88
 TK0150
 TK0150  VERT ORDER  -  FIRST     CLASS II
 TK0150
 TK0150.The horizontal coordinates were scaled from a topographic map and have
 TK0150.an estimated accuracy of +/- 6 seconds.
 TK0150
 TK0150.The orthometric height was determined by differential leveling
 TK0150.and adjusted by the National Geodetic Survey in June 1991..
 TK0150
 TK0150.The geoid height was determined by GEOID03.
 TK0150
 TK0150.The dynamic height is computed by dividing the NAVD 88
 TK0150.geopotential number by the normal gravity value computed on the
 TK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0150.degrees latitude (g = 980.6199 gals.).
 TK0150
 TK0150.The modeled gravity was interpolated from observed gravity values.
 TK0150
 TK0150;                    North         East    Units  Estimated Accuracy
 TK0150;SPC MT       -   482,350.      607,130.      MT  (+/- 180 meters Scaled)
 TK0150
 TK0150                          SUPERSEDED SURVEY CONTROL
 TK0150
 TK0150  NGVD 29 (??/??/92)  744.112  (m)         2441.31   (f) ADJ UNCH    1 2
 TK0150
 TK0150.Superseded values are not recommended for survey control.
 TK0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0150.See file dsdata.txt to determine how the superseded data were derived.
 TK0150
 TK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU177831(NAD 83)
 TK0150_MARKER: P = PIPE CAP
 TK0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0150_STAMPING: 2440 HAVRE
 TK0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0150
 TK0150  HISTORY     - Date     Condition        Report By
 TK0150  HISTORY     - UNK      MONUMENTED       USGS
 TK0150  HISTORY     - 1939     GOOD             DOD
 TK0150  HISTORY     - 1979     GOOD             NGS
 TK0150
 TK0150                          STATION DESCRIPTION
 TK0150
 TK0150'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0150'IN LOHMAN.
 TK0150'AT LOHMAN, BLAINE COUNTY, ON THE GREAT NORTHERN RAILWAY, 670 FEET EAST
 TK0150'OF THE STATION, 175 FEET EAST OF A ROAD CROSSING, 200 FEET WEST OF THE
 TK0150'EAST YARD SWITCH AND THE BRIDGE OVER CLEAR CREEK, AND 40 FEET NORTH OF
 TK0150'THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 TK0150'STAMPED 2440 HAVRE AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TK0150'NOTE-- IT WAS REPORTED THAT IN MARCH 1939 FLOOD WATER FROM CLEAR CREEK
 TK0150'COVERED THIS MARK.
 TK0150
 TK0150                          STATION RECOVERY (1979)
 TK0150
 TK0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0150'ADD=51 FEET SOUTHEAST OF A TELEPHONE POLE.
 TK0150'THE MARK IS 3 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0151 ***********************************************************************
 TK0151  DESIGNATION -  2459
 TK0151  PID         -  TK0151
 TK0151  STATE/COUNTY-  MT/BLAINE
 TK0151  USGS QUAD   -  LOHMAN (1964)
 TK0151
 TK0151                         *CURRENT SURVEY CONTROL
 TK0151  ___________________________________________________________________
 TK0151* NAD 83(1986)-  48 34 19.     (N)    109 27 04.     (W)     SCALED    
 TK0151* NAVD 88     -       750.317  (meters)    2461.66   (feet)  POSTED    
 TK0151  ___________________________________________________________________
 TK0151  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TK0151  DYNAMIC HT  -         750.400 (meters)    2461.94  (feet)  COMP
 TK0151  MODELED GRAV-     980,696.9   (mgal)                       NAVD 88
 TK0151
 TK0151  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TK0151
 TK0151.The horizontal coordinates were scaled from a topographic map and have
 TK0151.an estimated accuracy of +/- 6 seconds.
 TK0151
 TK0151.The orthometric height was determined by differential leveling
 TK0151.and adjusted by the National Geodetic Survey in 1992..
 TK0151.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TK0151.rate of 1.1 thru 2.0 mm/km.
 TK0151
 TK0151.The geoid height was determined by GEOID03.
 TK0151
 TK0151.The dynamic height is computed by dividing the NAVD 88
 TK0151.geopotential number by the normal gravity value computed on the
 TK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0151.degrees latitude (g = 980.6199 gals.).
 TK0151
 TK0151.The modeled gravity was interpolated from observed gravity values.
 TK0151
 TK0151;                    North         East    Units  Estimated Accuracy
 TK0151;SPC MT       -   480,270.      603,610.      MT  (+/- 180 meters Scaled)
 TK0151
 TK0151                          SUPERSEDED SURVEY CONTROL
 TK0151
 TK0151.No superseded survey control is available for this station.
 TK0151
 TK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU142810(NAD 83)
 TK0151_MARKER: P = PIPE CAP
 TK0151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0151_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0151_STAMPING: 2459.211
 TK0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0151
 TK0151  HISTORY     - Date     Condition        Report By
 TK0151  HISTORY     - UNK      MONUMENTED       USGS
 TK0151  HISTORY     - 1939     GOOD             DOD
 TK0151  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0151
 TK0151                          STATION DESCRIPTION
 TK0151
 TK0151'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0151'2.5 MI W FROM LOHMAN.
 TK0151'2.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM LOHMAN, BLAINE
 TK0151'COUNTY, 75 FEET SOUTH OF THE TRACK, AND AT THE EAST END OF A RED
 TK0151'WOODEN GATE IN THE SOUTH RIGHT-OF-WAY FENCE.  A UNITED STATES
 TK0151'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2459.211 AND RIVETED ON THE
 TK0151'TOP OF A 3-1/2-INCH IRON PIPE.
 TK0151
 TK0151                          STATION RECOVERY (1979)
 TK0151
 TK0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0151'NOTE=THERE IS NO LONGER A GATE OR RIGHT OF WAY FENCE, AND AREA AT
 TK0151'DESCRIBED LOCATION HAS BEEN LEVELED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0324 ***********************************************************************
 TK0324  DESIGNATION -  2459 RESET
 TK0324  PID         -  TK0324
 TK0324  STATE/COUNTY-  MT/HILL
 TK0324  USGS QUAD   -  HAVRE SE (1976)
 TK0324
 TK0324                         *CURRENT SURVEY CONTROL
 TK0324  ___________________________________________________________________
 TK0324* NAD 83(1986)-  48 33 54.     (N)    109 32 46.     (W)     SCALED    
 TK0324* NAVD 88     -       750.906  (meters)    2463.60   (feet)  ADJUSTED  
 TK0324  ___________________________________________________________________
 TK0324  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 TK0324  DYNAMIC HT  -         750.985 (meters)    2463.86  (feet)  COMP
 TK0324  MODELED GRAV-     980,690.9   (mgal)                       NAVD 88
 TK0324
 TK0324  VERT ORDER  -  FIRST     CLASS II
 TK0324
 TK0324.The horizontal coordinates were scaled from a topographic map and have
 TK0324.an estimated accuracy of +/- 6 seconds.
 TK0324
 TK0324.The orthometric height was determined by differential leveling
 TK0324.and adjusted by the National Geodetic Survey in June 1991..
 TK0324
 TK0324.The geoid height was determined by GEOID03.
 TK0324
 TK0324.The dynamic height is computed by dividing the NAVD 88
 TK0324.geopotential number by the normal gravity value computed on the
 TK0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0324.degrees latitude (g = 980.6199 gals.).
 TK0324
 TK0324.The modeled gravity was interpolated from observed gravity values.
 TK0324
 TK0324;                    North         East    Units  Estimated Accuracy
 TK0324;SPC MT       -   479,500.      596,600.      MT  (+/- 180 meters Scaled)
 TK0324
 TK0324                          SUPERSEDED SURVEY CONTROL
 TK0324
 TK0324.No superseded survey control is available for this station.
 TK0324
 TK0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU072801(NAD 83)
 TK0324_MARKER: DB = BENCH MARK DISK
 TK0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0324_SP_SET: SHALLOW-SET PIPE
 TK0324_STAMPING: 2459 HAVRE RESET 1964
 TK0324_PROJECTION: FLUSH
 TK0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0324
 TK0324  HISTORY     - Date     Condition        Report By
 TK0324  HISTORY     - 1964     MONUMENTED       USGS
 TK0324  HISTORY     - 1979     GOOD             NGS
 TK0324
 TK0324                          STATION DESCRIPTION
 TK0324
 TK0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0324'6.3 MI EAST FROM HAVRE.
 TK0324'6.3 MILES EAST ALONG U.S. HIGHWAY FROM THE RAILROAD STATION IN
 TK0324'HAVRE, 0.1 MILE EAST OF RAILROAD MILE POST 424 AND ACROSS THE TRACKS
 TK0324'FROM A REST AREA, 139 FEET EAST OF THE CENTER OF A GRAVEL ROAD LEADING
 TK0324'NORTH TO A GREEN HOUSE, 70.5 FEET NORTH OF THE NORTH RAIL OF THE GREAT
 TK0324'NORTHERN RAILROAD, 13 FEET NORTH-NORTHWEST OF THE NORTH ONE OF A
 TK0324'DOUBLE TELEPHONE POLE WITH FOUR GUY WIRES, AND 3.8 FEET SOUTH OF A
 TK0324'FENCE CORNER.
 TK0324'THE MARK IS 4 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0228 ***********************************************************************
 SU0228  DESIGNATION -  2473 T RESET
 SU0228  PID         -  SU0228
 SU0228  STATE/COUNTY-  MT/SANDERS
 SU0228  USGS QUAD   -  PLAINS (1985)
 SU0228
 SU0228                         *CURRENT SURVEY CONTROL
 SU0228  ___________________________________________________________________
 SU0228* NAD 83(1986)-  47 27 26.     (N)    114 52 57.     (W)     SCALED    
 SU0228* NAVD 88     -       753.881  (meters)    2473.36   (feet)  ADJUSTED  
 SU0228  ___________________________________________________________________
 SU0228  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 SU0228  DYNAMIC HT  -         753.858 (meters)    2473.28  (feet)  COMP
 SU0228  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 SU0228
 SU0228  VERT ORDER  -  FIRST     CLASS II
 SU0228
 SU0228.The horizontal coordinates were scaled from a topographic map and have
 SU0228.an estimated accuracy of +/- 6 seconds.
 SU0228
 SU0228.The orthometric height was determined by differential leveling
 SU0228.and adjusted by the National Geodetic Survey in June 1991..
 SU0228
 SU0228.The geoid height was determined by GEOID03.
 SU0228
 SU0228.The dynamic height is computed by dividing the NAVD 88
 SU0228.geopotential number by the normal gravity value computed on the
 SU0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0228.degrees latitude (g = 980.6199 gals.).
 SU0228
 SU0228.The modeled gravity was interpolated from observed gravity values.
 SU0228
 SU0228;                    North         East    Units  Estimated Accuracy
 SU0228;SPC MT       -   370,310.      194,690.      MT  (+/- 180 meters Scaled)
 SU0228
 SU0228                          SUPERSEDED SURVEY CONTROL
 SU0228
 SU0228  NGVD 29 (??/??/92)  752.760  (m)         2469.68   (f) ADJ UNCH    1 2
 SU0228
 SU0228.Superseded values are not recommended for survey control.
 SU0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0228.See file dsdata.txt to determine how the superseded data were derived.
 SU0228
 SU0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN596581(NAD 83)
 SU0228_MARKER: P = PIPE CAP
 SU0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0228_SP_SET: METAL PIPE ENCASED IN CONCRETE
 SU0228_STAMPING: 2473 T RESET 1934
 SU0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0228
 SU0228  HISTORY     - Date     Condition        Report By
 SU0228  HISTORY     - 1934     MONUMENTED       CGS
 SU0228  HISTORY     - 1941     GOOD             NPRR
 SU0228  HISTORY     - 1944     GOOD             CGS
 SU0228  HISTORY     - 1950     GOOD             CGS
 SU0228  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0228
 SU0228                          STATION DESCRIPTION
 SU0228
 SU0228'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1941
 SU0228'IN PLAINS.
 SU0228'AT PLAINS, SANDERS COUNTY, MONTANA, ON THE NORTHERN PACIFIC RAILWAY,
 SU0228'AT THE STATION AGENTS HOUSE OPPOSITE EAST END OF STATION.  96.4 FEET
 SU0228'SOUTH OF MAIN TRACK, 3 FEET WEST OF NORTHWEST CORNER OF FENCE AROUND
 SU0228'STA. AGENTS HOUSE, OPPOSITE NPRY STA 10636+69, 30.0 FEET EAST OF EAST
 SU0228'END OF STATION.  A STANDARD BRONZE CAP RIVETED TO TOP OF 3-1/2 IN. OF
 SU0228'IRON PIPE SET IN 12 X 12 IN. CONCRETE POST.  TOP 0.4 FEET ABOVE
 SU0228'GROUND.
 SU0228
 SU0228                          STATION RECOVERY (1944)
 SU0228
 SU0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CS)
 SU0228'IN PLAINS.
 SU0228'AT PLAINS, 138.0 FEET WEST OF MILEPOST NO 6, 94.1 FEET SOUTHWEST OF
 SU0228'SOUTHWEST RAIL (MEASURED FROM A POINT 29.0 FEET SOUTHEAST OF SOUTHEAST
 SU0228'END OF STATION), 17.8 FEET SOUTHEAST OF GRAVEL PATH LEADING ACROSS
 SU0228'RAILWAY, 3.5 FEET NORTHWEST OF NORTH CORNER OF FENCE AROUND RAILWAY
 SU0228'EMPLOYEE DWELLING HOUSE, 1.9 FEET SOUTHWEST OF REFERENCE POST, A U.S.
 SU0228'GEOLOGICAL SURVEY CAP RIVETED ON TOP OF AN IRON PIPE REINFORCED WITH
 SU0228'CONCRETE PROJECTING 2.0 INCHES ABOVE THE GROUND.
 SU0228'STAMPED--RESET 1934--BY 1944 BENCH MARK PARTY.
 SU0228
 SU0228                          STATION RECOVERY (1950)
 SU0228
 SU0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (TCC)
 SU0228'IN PLAINS.
 SU0228'AT PLAINS, SANDERS COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 29 FEET
 SU0228'SOUTHEAST OF THE SOUTHEAST END OF THE STATION, 96.4 FEET SOUTHWEST OF
 SU0228'THE CENTERLINE OF THE MAIN TRACK, OPPOSITE STATION 10636+69, 17.8 FEET
 SU0228'SOUTHEAST OF A GRAVEL PATH CROSSING THE TRACK, 3.5 FEET NORTHWEST OF
 SU0228'THE NORTH CORNER OF THE FENCE AROUND THE STATION AGENTS HOUSE, AND 1.9
 SU0228'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES
 SU0228'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2473 T RESET 1934 AND RIVETED
 SU0228'ON THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE AND
 SU0228'PROJECTING 2 INCHES ABOVE GROUND.
 SU0228
 SU0228                          STATION RECOVERY (1980)
 SU0228
 SU0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0228'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0853 ***********************************************************************
 SR0853  DESIGNATION -  2484
 SR0853  PID         -  SR0853
 SR0853  STATE/COUNTY-  MT/FERGUS
 SR0853  USGS QUAD   -  P N RANCH (1954)
 SR0853
 SR0853                         *CURRENT SURVEY CONTROL
 SR0853  ___________________________________________________________________
 SR0853* NAD 83(1986)-  47 42 08.     (N)    109 38 48.     (W)     SCALED    
 SR0853* NAVD 88     -       757.653  (meters)    2485.73   (feet)  ADJUSTED  
 SR0853  ___________________________________________________________________
 SR0853  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 SR0853  DYNAMIC HT  -         757.668 (meters)    2485.78  (feet)  COMP
 SR0853  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 SR0853
 SR0853  VERT ORDER  -  SECOND    CLASS 0
 SR0853
 SR0853.The horizontal coordinates were scaled from a topographic map and have
 SR0853.an estimated accuracy of +/- 6 seconds.
 SR0853
 SR0853.The orthometric height was determined by differential leveling
 SR0853.and adjusted by the National Geodetic Survey in June 1991..
 SR0853
 SR0853.The geoid height was determined by GEOID03.
 SR0853
 SR0853.The dynamic height is computed by dividing the NAVD 88
 SR0853.geopotential number by the normal gravity value computed on the
 SR0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0853.degrees latitude (g = 980.6199 gals.).
 SR0853
 SR0853.The modeled gravity was interpolated from observed gravity values.
 SR0853
 SR0853;                    North         East    Units  Estimated Accuracy
 SR0853;SPC MT       -   383,610.      589,000.      MT  (+/- 180 meters Scaled)
 SR0853
 SR0853                          SUPERSEDED SURVEY CONTROL
 SR0853
 SR0853  NGVD 29 (??/??/92)  756.846  (m)         2483.09   (f) ADJ UNCH    2 0
 SR0853
 SR0853.Superseded values are not recommended for survey control.
 SR0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0853.See file dsdata.txt to determine how the superseded data were derived.
 SR0853
 SR0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT015840(NAD 83)
 SR0853_MARKER: P = PIPE CAP
 SR0853_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0853_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0853_STAMPING: BUTTE 2484
 SR0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0853
 SR0853  HISTORY     - Date     Condition        Report By
 SR0853  HISTORY     - UNK      MONUMENTED       USGS
 SR0853  HISTORY     - 1934     GOOD             NGS
 SR0853
 SR0853                          STATION DESCRIPTION
 SR0853
 SR0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0853'3.4 MI S FROM JUDITH.
 SR0853'3.4 MILES SOUTH ALONG STATE HIGHWAY 27 FROM JUDITH, FERGUS COUNTY, AT
 SR0853'THE NORTH SIDE OF A HILL AND SMALL RAVINE, 21 YARDS EAST OF A BLUFF,
 SR0853'AND 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 SR0853'GEOLOGICAL SURVEY STANDARD CAP, STAMPED BUTTE 2484 AND RIVETED ON THE
 SR0853'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0258 ***********************************************************************
 TK0258  DESIGNATION -  2487
 TK0258  PID         -  TK0258
 TK0258  STATE/COUNTY-  MT/HILL
 TK0258  USGS QUAD   -  HAVRE (1977)
 TK0258
 TK0258                         *CURRENT SURVEY CONTROL
 TK0258  ___________________________________________________________________
 TK0258* NAD 83(1986)-  48 33 09.     (N)    109 40 46.     (W)     SCALED    
 TK0258* NAVD 88     -       759.005  (meters)    2490.17   (feet)  ADJUSTED  
 TK0258  ___________________________________________________________________
 TK0258  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 TK0258  DYNAMIC HT  -         759.081 (meters)    2490.42  (feet)  COMP
 TK0258  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 TK0258
 TK0258  VERT ORDER  -  FIRST     CLASS II
 TK0258
 TK0258.The horizontal coordinates were scaled from a topographic map and have
 TK0258.an estimated accuracy of +/- 6 seconds.
 TK0258
 TK0258.The orthometric height was determined by differential leveling
 TK0258.and adjusted by the National Geodetic Survey in June 1991..
 TK0258
 TK0258.The geoid height was determined by GEOID03.
 TK0258
 TK0258.The dynamic height is computed by dividing the NAVD 88
 TK0258.geopotential number by the normal gravity value computed on the
 TK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0258.degrees latitude (g = 980.6199 gals.).
 TK0258
 TK0258.The modeled gravity was interpolated from observed gravity values.
 TK0258
 TK0258;                    North         East    Units  Estimated Accuracy
 TK0258;SPC MT       -   478,130.      586,760.      MT  (+/- 180 meters Scaled)
 TK0258
 TK0258                          SUPERSEDED SURVEY CONTROL
 TK0258
 TK0258  NGVD 29 (??/??/92)  758.302  (m)         2487.86   (f) ADJ UNCH    1 2
 TK0258
 TK0258.Superseded values are not recommended for survey control.
 TK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0258.See file dsdata.txt to determine how the superseded data were derived.
 TK0258
 TK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU974785(NAD 83)
 TK0258_MARKER: P = PIPE CAP
 TK0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0258_STAMPING: 2487.862
 TK0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0258
 TK0258  HISTORY     - Date     Condition        Report By
 TK0258  HISTORY     - UNK      MONUMENTED       USGS
 TK0258  HISTORY     - 1939     GOOD             NGS
 TK0258  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0258
 TK0258                          STATION DESCRIPTION
 TK0258
 TK0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 TK0258'IN HAVRE.
 TK0258'AT HAVRE, HILL COUNTY, AND AT THE NORTHWEST CORNER OF THE WEATHER
 TK0258'BUREAU GROUNDS.  A UNITED STATE GEOLOGICAL SURVEY STANDARD CAP,
 TK0258'STAMPED 2487.862 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TK0258
 TK0258                          STATION RECOVERY (1979)
 TK0258
 TK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0258'NOTE=THE WEATHER BUREAU BUILDING HAS BEEN TORN DOWN AND THERE IS A
 TK0258'BUTTERY FOODS AT THIS LOCATION, MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0263 ***********************************************************************
 TK0263  DESIGNATION -  2496
 TK0263  PID         -  TK0263
 TK0263  STATE/COUNTY-  MT/HILL
 TK0263  USGS QUAD   -  HAVRE (1977)
 TK0263
 TK0263                         *CURRENT SURVEY CONTROL
 TK0263  ___________________________________________________________________
 TK0263* NAD 83(1986)-  48 33 31.     (N)    109 44 09.     (W)     SCALED    
 TK0263* NAVD 88     -       761.708  (meters)    2499.04   (feet)  ADJUSTED  
 TK0263  ___________________________________________________________________
 TK0263  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 TK0263  DYNAMIC HT  -         761.779 (meters)    2499.27  (feet)  COMP
 TK0263  MODELED GRAV-     980,679.0   (mgal)                       NAVD 88
 TK0263
 TK0263  VERT ORDER  -  FIRST     CLASS II
 TK0263
 TK0263.The horizontal coordinates were scaled from a topographic map and have
 TK0263.an estimated accuracy of +/- 6 seconds.
 TK0263
 TK0263.The orthometric height was determined by differential leveling
 TK0263.and adjusted by the National Geodetic Survey in June 1991..
 TK0263
 TK0263.The geoid height was determined by GEOID03.
 TK0263
 TK0263.The dynamic height is computed by dividing the NAVD 88
 TK0263.geopotential number by the normal gravity value computed on the
 TK0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0263.degrees latitude (g = 980.6199 gals.).
 TK0263
 TK0263.The modeled gravity was interpolated from observed gravity values.
 TK0263
 TK0263;                    North         East    Units  Estimated Accuracy
 TK0263;SPC MT       -   478,820.      582,600.      MT  (+/- 180 meters Scaled)
 TK0263
 TK0263                          SUPERSEDED SURVEY CONTROL
 TK0263
 TK0263  NGVD 29 (??/??/92)  760.907  (m)         2496.41   (f) ADJ UNCH    1 2
 TK0263
 TK0263.Superseded values are not recommended for survey control.
 TK0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0263.See file dsdata.txt to determine how the superseded data were derived.
 TK0263
 TK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU932791(NAD 83)
 TK0263_MARKER: P = PIPE CAP
 TK0263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0263_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0263_STAMPING: 2495
 TK0263_PROJECTION: FLUSH
 TK0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0263
 TK0263  HISTORY     - Date     Condition        Report By
 TK0263  HISTORY     - UNK      MONUMENTED       USGS
 TK0263  HISTORY     - 1970     GOOD             NGS
 TK0263  HISTORY     - 1979     GOOD             NGS
 TK0263
 TK0263                          STATION DESCRIPTION
 TK0263
 TK0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TK0263'3 MI W FROM HAVRE.
 TK0263'3.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM HAVRE, HILL
 TK0263'COUNTY, NEAR A ROAD CROSSING, AND 75 FEET SOUTH OF THE TRACK.  A
 TK0263'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK CAP, STAMPED 2495 AND
 TK0263'RIVITED ON THE TOP OF A 3 INCH PIPE.  NOTE-- THE ORIGINAL DESCRIPTION
 TK0263'STATED THAT THIS MARK WAS STAMPED O 24 WHICH WAS NOT IN EVIDENCE AT
 TK0263'THIS TIME, ALSO THE MARK IS STAMPED 2495 AND NOT 2496 AS STATED IN THE
 TK0263'PREVIOUS DESCRIPTION.
 TK0263
 TK0263                          STATION RECOVERY (1979)
 TK0263
 TK0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0263'2.9 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TK0263'HAVRE, SET AT A GRAVEL ROAD CROSSING, 75 FEET SOUTHEAST OF THE
 TK0263'SOUTHEAST RAIL OF THE GREAT NORTHERN RAILROAD, 53 FEET SOUTHWEST OF
 TK0263'THE CENTER OF A GRAVEL ROAD LEADING NORTH, 13 FEET WEST OF A FENCE
 TK0263'CORNER, 3.3 FEET SOUTHEAST OF A TELEPHONE POLE NUMBER B 51, AND 2
 TK0263'FEET NORTH OF A FENCE.  NOTE--STAMPING IS DIFFERENT IN 1934 RECOVERY
 TK0263'NOTE.
 TK0263'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TK0263'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0291 ***********************************************************************
 TN0291  DESIGNATION -  25 A
 TN0291  PID         -  TN0291
 TN0291  STATE/COUNTY-  MT/LINCOLN
 TN0291  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0291
 TN0291                         *CURRENT SURVEY CONTROL
 TN0291  ___________________________________________________________________
 TN0291* NAD 83(1986)-  48 02 33.     (N)    115 17 56.     (W)     SCALED    
 TN0291* NAVD 88     -       937.766  (meters)    3076.65   (feet)  ADJUSTED  
 TN0291  ___________________________________________________________________
 TN0291  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 TN0291  DYNAMIC HT  -         937.751 (meters)    3076.60  (feet)  COMP
 TN0291  MODELED GRAV-     980,564.5   (mgal)                       NAVD 88
 TN0291
 TN0291  VERT ORDER  -  SECOND    CLASS 0
 TN0291
 TN0291.The horizontal coordinates were scaled from a topographic map and have
 TN0291.an estimated accuracy of +/- 6 seconds.
 TN0291
 TN0291.The orthometric height was determined by differential leveling
 TN0291.and adjusted by the National Geodetic Survey in June 1991..
 TN0291
 TN0291.The geoid height was determined by GEOID03.
 TN0291
 TN0291.The dynamic height is computed by dividing the NAVD 88
 TN0291.geopotential number by the normal gravity value computed on the
 TN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0291.degrees latitude (g = 980.6199 gals.).
 TN0291
 TN0291.The modeled gravity was interpolated from observed gravity values.
 TN0291
 TN0291;                    North         East    Units  Estimated Accuracy
 TN0291;SPC MT       -   437,410.      168,200.      MT  (+/- 180 meters Scaled)
 TN0291
 TN0291                          SUPERSEDED SURVEY CONTROL
 TN0291
 TN0291  NGVD 29 (??/??/92)  936.578  (m)         3072.76   (f) ADJ UNCH    2 0
 TN0291
 TN0291.Superseded values are not recommended for survey control.
 TN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0291.See file dsdata.txt to determine how the superseded data were derived.
 TN0291
 TN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP267224(NAD 83)
 TN0291_MARKER: DD = SURVEY DISK
 TN0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0291_STAMPING: 25 A 1931 3073
 TN0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0291+STABILITY: SURFACE MOTION
 TN0291
 TN0291  HISTORY     - Date     Condition        Report By
 TN0291  HISTORY     - 1931     MONUMENTED       USGS
 TN0291  HISTORY     - 1952     GOOD             NGS
 TN0291
 TN0291                          STATION DESCRIPTION
 TN0291
 TN0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0291'9.1 MI SW FROM HAPPYS INN.
 TN0291'8.9 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0291'HAPPYS INN, THENCE 0.2 MILE NORTHWEST ALONG THE RAVEN RANGER STATION
 TN0291'ROAD, ABOUT 200 FEET SOUTH OF A LARGE LOG HOUSE, 223 FEET SOUTHWEST OF
 TN0291'THE CENTER OF THE JUNCTION OF THE OLD U. S. HIGHWAY 2, 51 1/2 FEET
 TN0291'SOUTHWEST OF AN 18-INCH TREE WITH THE PAINTED LETTERS AND NUMBERS U S
 TN0291'3073.0 B M, 29 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.1
 TN0291'FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 TN0291'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0681 ***********************************************************************
 QW0681  DESIGNATION -  25 DHW
 QW0681  PID         -  QW0681
 QW0681  STATE/COUNTY-  MT/BIG HORN
 QW0681  USGS QUAD   -  DEEP CREEK (1980)
 QW0681
 QW0681                         *CURRENT SURVEY CONTROL
 QW0681  ___________________________________________________________________
 QW0681* NAD 83(1986)-  45 23 28.     (N)    108 24 34.     (W)     SCALED    
 QW0681* NAVD 88     -      1426.245  (meters)    4679.27   (feet)  POSTED    
 QW0681  ___________________________________________________________________
 QW0681  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 QW0681  DYNAMIC HT  -        1425.790 (meters)    4677.78  (feet)  COMP
 QW0681  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 QW0681
 QW0681  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0681
 QW0681.The horizontal coordinates were scaled from a topographic map and have
 QW0681.an estimated accuracy of +/- 6 seconds.
 QW0681
 QW0681.The orthometric height was determined by differential leveling
 QW0681.and adjusted by the National Geodetic Survey in 1992..
 QW0681.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0681.rate of 0.0 thru 1.0 mm/km.
 QW0681
 QW0681.The geoid height was determined by GEOID03.
 QW0681
 QW0681.The dynamic height is computed by dividing the NAVD 88
 QW0681.geopotential number by the normal gravity value computed on the
 QW0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0681.degrees latitude (g = 980.6199 gals.).
 QW0681
 QW0681.The modeled gravity was interpolated from observed gravity values.
 QW0681
 QW0681;                    North         East    Units  Estimated Accuracy
 QW0681;SPC MT       -   127,420.      685,380.      MT  (+/- 180 meters Scaled)
 QW0681
 QW0681                          SUPERSEDED SURVEY CONTROL
 QW0681
 QW0681.No superseded survey control is available for this station.
 QW0681
 QW0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR027296(NAD 83)
 QW0681_MARKER: DB = BENCH MARK DISK
 QW0681_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0681_SP_SET: PREFAB CONC. POST IN EARTH
 QW0681_STAMPING: 25 DHW 1967
 QW0681_MARK LOGO: USGS  
 QW0681_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0681+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0681
 QW0681  HISTORY     - Date     Condition        Report By
 QW0681  HISTORY     - 1967     MONUMENTED       USGS
 QW0681
 QW0681                          STATION DESCRIPTION
 QW0681
 QW0681'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0681'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0681'GRADED ROADS, THENCE 3.3 MILES SOUTHEAST ALONG TRACK ROADS AT A
 QW0681'JUNCTION OF THREE ROADS, IN SECTION 17/TOWNSHIP 5 SOUTH/RANGE 27
 QW0681'EAST, NORTH OF 1/4 CORNER SECTIONS 17-20, 56 FEET EAST AND 35 FEET
 QW0681'SOUTH OF A JUNCTION OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0530 ***********************************************************************
 RU0530  DESIGNATION -  25 RDS
 RU0530  PID         -  RU0530
 RU0530  STATE/COUNTY-  MT/GARFIELD
 RU0530  USGS QUAD   -  HILL RANCH (1980)
 RU0530
 RU0530                         *CURRENT SURVEY CONTROL
 RU0530  ___________________________________________________________________
 RU0530* NAD 83(1986)-  46 55 37.     (N)    107 46 57.     (W)     SCALED    
 RU0530* NAVD 88     -       946.276  (meters)    3104.57   (feet)  ADJUSTED  
 RU0530  ___________________________________________________________________
 RU0530  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 RU0530  DYNAMIC HT  -         946.240 (meters)    3104.46  (feet)  COMP
 RU0530  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 RU0530
 RU0530  VERT ORDER  -  SECOND    CLASS 0
 RU0530
 RU0530.The horizontal coordinates were scaled from a topographic map and have
 RU0530.an estimated accuracy of +/- 6 seconds.
 RU0530
 RU0530.The orthometric height was determined by differential leveling
 RU0530.and adjusted by the National Geodetic Survey in June 1991..
 RU0530
 RU0530.The geoid height was determined by GEOID03.
 RU0530
 RU0530.The dynamic height is computed by dividing the NAVD 88
 RU0530.geopotential number by the normal gravity value computed on the
 RU0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0530.degrees latitude (g = 980.6199 gals.).
 RU0530
 RU0530.The modeled gravity was interpolated from observed gravity values.
 RU0530
 RU0530;                    North         East    Units  Estimated Accuracy
 RU0530;SPC MT       -   298,890.      730,710.      MT  (+/- 180 meters Scaled)
 RU0530
 RU0530                          SUPERSEDED SURVEY CONTROL
 RU0530
 RU0530  NGVD 29 (??/??/92)  945.61   (m)         3102.4    (f) COMPUTED    2 0
 RU0530
 RU0530.Superseded values are not recommended for survey control.
 RU0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0530.See file dsdata.txt to determine how the superseded data were derived.
 RU0530
 RU0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN881008(NAD 83)
 RU0530_MARKER: DB = BENCH MARK DISK
 RU0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0530_SP_SET: CONCRETE POST
 RU0530_STAMPING: 25 RDS 1962
 RU0530_MARK LOGO: USGS  
 RU0530_PROJECTION: FLUSH
 RU0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0530+STABILITY: SURFACE MOTION
 RU0530
 RU0530  HISTORY     - Date     Condition        Report By
 RU0530  HISTORY     - 1962     MONUMENTED       USGS
 RU0530
 RU0530                          STATION DESCRIPTION
 RU0530
 RU0530'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0530'12.7 KM (7.90 MI) SOUTH FROM MOSBY.
 RU0530'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 5.6 MILES
 RU0530'SOUTHALONG GRADED AND TRAIL ROADS, 4.4 MILES SOUTH OF HILL RANCH
 RU0530'BUILDINGS,0.5 MILES NORTH FROM THE SUMMIT OF A PROMINENT RIDGE, IN
 RU0530'THE SW 1/4 OFSECTION 34, T. 14 N., R. 31 E., NEAR THE SUMMIT OF A
 RU0530'SMALL RIDGE, 22  FEET WEST OF THE CENTER OF THE TRAIL ROAD.
 RU0530'THE MARK IS 2.3 FT ABOVE TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0550 ***********************************************************************
 TK0550  DESIGNATION -  25 REB
 TK0550  PID         -  TK0550
 TK0550  STATE/COUNTY-  MT/BLAINE
 TK0550  USGS QUAD   -  HORNBECK LAKE (1984)
 TK0550
 TK0550                         *CURRENT SURVEY CONTROL
 TK0550  ___________________________________________________________________
 TK0550* NAD 83(1986)-  48 43 24.     (N)    108 32 19.     (W)     SCALED    
 TK0550* NAVD 88     -       957.949  (meters)    3142.87   (feet)  POSTED    
 TK0550  ___________________________________________________________________
 TK0550  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 TK0550  DYNAMIC HT  -         958.050 (meters)    3143.20  (feet)  COMP
 TK0550  MODELED GRAV-     980,681.6   (mgal)                       NAVD 88
 TK0550
 TK0550  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0550
 TK0550.The horizontal coordinates were scaled from a topographic map and have
 TK0550.an estimated accuracy of +/- 6 seconds.
 TK0550
 TK0550.The orthometric height was determined by differential leveling
 TK0550.and adjusted by the National Geodetic Survey in 1992..
 TK0550.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0550.rate of 0.0 thru 1.0 mm/km.
 TK0550
 TK0550.The geoid height was determined by GEOID03.
 TK0550
 TK0550.The dynamic height is computed by dividing the NAVD 88
 TK0550.geopotential number by the normal gravity value computed on the
 TK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0550.degrees latitude (g = 980.6199 gals.).
 TK0550
 TK0550.The modeled gravity was interpolated from observed gravity values.
 TK0550
 TK0550;                    North         East    Units  Estimated Accuracy
 TK0550;SPC MT       -   497,540.      670,720.      MT  (+/- 180 meters Scaled)
 TK0550
 TK0550                          SUPERSEDED SURVEY CONTROL
 TK0550
 TK0550.No superseded survey control is available for this station.
 TK0550
 TK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU810996(NAD 83)
 TK0550_MARKER: DB = BENCH MARK DISK
 TK0550_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0550+WITH SETTING: INFORMATION.
 TK0550_SP_SET: SHALLOW-SET METAL ROD
 TK0550_STAMPING: 25 REB 1979
 TK0550_MARK LOGO: USGS  
 TK0550_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0550_ROD/PIPE-DEPTH: 2.44 meters
 TK0550
 TK0550  HISTORY     - Date     Condition        Report By
 TK0550  HISTORY     - 1979     MONUMENTED       USGS
 TK0550
 TK0550                          STATION DESCRIPTION
 TK0550
 TK0550'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0550'29.1 KM (18.10 MI) NE FROM HARLEM.
 TK0550'18.1 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0550'HARLEM ALONG HIGHWAY 241, 1/4 MILE NORTHEAST OF A SMALL POWER
 TK0550'SUBSTATION, 0.3 MILES NORTHEAST OF THE WEST 1/4 CORNER OF SECTION 12,
 TK0550'T34N, R24E, 128 FEET NORTHWEST OF HIGHWAY 241, 48 FEET SOUTHWEST OF A
 TK0550'GATE, 88 FEET NORTHEAST OF A POWERPOLE WITH A GUY, AND 1.4 FEET
 TK0550'SOUTHEAST OF A FENCE.
 TK0550'THE MARK IS 2.2 FT  SW FROM  A WITNESS POST
 TK0550'THE MARK IS 2.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1002 ***********************************************************************
 TN1002  DESIGNATION -  25 RHM
 TN1002  PID         -  TN1002
 TN1002  STATE/COUNTY-  MT/LINCOLN
 TN1002  USGS QUAD   -  MOUNT HENRY (1963)
 TN1002
 TN1002                         *CURRENT SURVEY CONTROL
 TN1002  ___________________________________________________________________
 TN1002* NAD 83(1986)-  48 56 52.     (N)    115 34 24.     (W)     SCALED    
 TN1002* NAVD 88     -      1026.679  (meters)    3368.36   (feet)  ADJUSTED  
 TN1002  ___________________________________________________________________
 TN1002  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 TN1002  DYNAMIC HT  -        1026.749 (meters)    3368.59  (feet)  COMP
 TN1002  MODELED GRAV-     980,643.6   (mgal)                       NAVD 88
 TN1002
 TN1002  VERT ORDER  -  THIRD
 TN1002
 TN1002.The horizontal coordinates were scaled from a topographic map and have
 TN1002.an estimated accuracy of +/- 6 seconds.
 TN1002
 TN1002.The orthometric height was determined by differential leveling
 TN1002.and adjusted by the National Geodetic Survey in June 1991..
 TN1002
 TN1002.The geoid height was determined by GEOID03.
 TN1002
 TN1002.The dynamic height is computed by dividing the NAVD 88
 TN1002.geopotential number by the normal gravity value computed on the
 TN1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1002.degrees latitude (g = 980.6199 gals.).
 TN1002
 TN1002.The modeled gravity was interpolated from observed gravity values.
 TN1002
 TN1002;                    North         East    Units  Estimated Accuracy
 TN1002;SPC MT       -   539,300.      155,600.      MT  (+/- 180 meters Scaled)
 TN1002
 TN1002                          SUPERSEDED SURVEY CONTROL
 TN1002
 TN1002.No superseded survey control is available for this station.
 TN1002
 TN1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ044226(NAD 83)
 TN1002_MARKER: DB = BENCH MARK DISK
 TN1002_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN1002_SP_SET: PREFAB CONC. POST IN EARTH
 TN1002_STAMPING: 25 RHM 1963
 TN1002_MARK LOGO: USGS  
 TN1002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1002+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1002
 TN1002  HISTORY     - Date     Condition        Report By
 TN1002  HISTORY     - 1963     MONUMENTED       USGS
 TN1002
 TN1002                          STATION DESCRIPTION
 TN1002
 TN1002'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1002'FROM YAAK, MONTANA, FROM THE INTERSECTIONS OF ROADS 68 AND 92,
 TN1002'PROCEED 12.9 MILES NORTHERLY AND EASTERLY ALONG ROAD 92 TO A T-ROAD
 TN1002'SOUTH TO FISH LAKES.  FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4
 TN1002'MILES NORTH AND WEST ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST
 TN1002'SERVICE ROAD 92, THENCE 25.2 MILES NORTH AND WEST ALONG ROAD 92 TO
 TN1002'T-ROAD SOUTH TO FISH LAKES, IN THE NORTHEAST CORNER OF SECTION
 TN1002'25/TOWNSHIP 3 NORTH/RANGE 31 WEST, 30 FEET SOUTH AND 31 FEET WEST OF
 TN1002'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0720 ***********************************************************************
 TL0720  DESIGNATION -  25 WAC
 TL0720  PID         -  TL0720
 TL0720  STATE/COUNTY-  MT/HILL
 TL0720  USGS QUAD   -  LOST RIVER NE (1972)
 TL0720
 TL0720                         *CURRENT SURVEY CONTROL
 TL0720  ___________________________________________________________________
 TL0720* NAD 83(1986)-  48 53 07.     (N)    110 20 10.     (W)     SCALED    
 TL0720* NAVD 88     -       875.757  (meters)    2873.21   (feet)  ADJUSTED  
 TL0720  ___________________________________________________________________
 TL0720  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 TL0720  DYNAMIC HT  -         875.846 (meters)    2873.50  (feet)  COMP
 TL0720  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 TL0720
 TL0720  VERT ORDER  -  THIRD
 TL0720
 TL0720.The horizontal coordinates were scaled from a topographic map and have
 TL0720.an estimated accuracy of +/- 6 seconds.
 TL0720
 TL0720.The orthometric height was determined by differential leveling
 TL0720.and adjusted by the National Geodetic Survey in June 1991..
 TL0720
 TL0720.The geoid height was determined by GEOID03.
 TL0720
 TL0720.The dynamic height is computed by dividing the NAVD 88
 TL0720.geopotential number by the normal gravity value computed on the
 TL0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0720.degrees latitude (g = 980.6199 gals.).
 TL0720
 TL0720.The modeled gravity was interpolated from observed gravity values.
 TL0720
 TL0720;                    North         East    Units  Estimated Accuracy
 TL0720;SPC MT       -   515,440.      538,690.      MT  (+/- 180 meters Scaled)
 TL0720
 TL0720                          SUPERSEDED SURVEY CONTROL
 TL0720
 TL0720.No superseded survey control is available for this station.
 TL0720
 TL0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV486149(NAD 83)
 TL0720_MARKER: DB = BENCH MARK DISK
 TL0720_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0720_SP_SET: PREFAB CONC. POST IN EARTH
 TL0720_STAMPING: 25 WAC 1963 2870
 TL0720_MARK LOGO: USGS  
 TL0720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0720+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0720
 TL0720  HISTORY     - Date     Condition        Report By
 TL0720  HISTORY     - 1963     MONUMENTED       USGS
 TL0720
 TL0720                          STATION DESCRIPTION
 TL0720
 TL0720'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0720'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0720'THENCE 17 MILES NORTH, THENCE 2 MILES WEST, THENCE 2 MILES NORTH, IN
 TL0720'THE SOUTHWEST CORNER OF SECTION 8/TOWNSHIP 36 NORTH/RANGE 11 EAST, 36
 TL0720'FEET NORTH AND 47 FEET EAST AND 2.2 FEET LOWER THAN CROSSROADS, 3
 TL0720'FEET NORTH AND 3 FEET EAST OF A FENCE CORNER, PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0710 ***********************************************************************
 TJ0710  DESIGNATION -  25 WR
 TJ0710  PID         -  TJ0710
 TJ0710  STATE/COUNTY-  MT/PHILLIPS
 TJ0710  USGS QUAD   -  PORCUPINE COULEE (1984)
 TJ0710
 TJ0710                         *CURRENT SURVEY CONTROL
 TJ0710  ___________________________________________________________________
 TJ0710* NAD 83(1986)-  48 44 13.     (N)    107 15 10.     (W)     SCALED    
 TJ0710* NAVD 88     -       724.905  (meters)    2378.29   (feet)  POSTED    
 TJ0710  ___________________________________________________________________
 TJ0710  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TJ0710  DYNAMIC HT  -         725.010 (meters)    2378.64  (feet)  COMP
 TJ0710  MODELED GRAV-     980,730.6   (mgal)                       NAVD 88
 TJ0710
 TJ0710  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0710
 TJ0710.The horizontal coordinates were scaled from a topographic map and have
 TJ0710.an estimated accuracy of +/- 6 seconds.
 TJ0710
 TJ0710.The orthometric height was determined by differential leveling
 TJ0710.and adjusted by the National Geodetic Survey in 1992..
 TJ0710.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0710.rate of 0.0 thru 1.0 mm/km.
 TJ0710
 TJ0710.The geoid height was determined by GEOID03.
 TJ0710
 TJ0710.The dynamic height is computed by dividing the NAVD 88
 TJ0710.geopotential number by the normal gravity value computed on the
 TJ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0710.degrees latitude (g = 980.6199 gals.).
 TJ0710
 TJ0710.The modeled gravity was interpolated from observed gravity values.
 TJ0710
 TJ0710;                    North         East    Units  Estimated Accuracy
 TJ0710;SPC MT       -   500,990.      765,250.      MT  (+/- 180 meters Scaled)
 TJ0710
 TJ0710                          SUPERSEDED SURVEY CONTROL
 TJ0710
 TJ0710.No superseded survey control is available for this station.
 TJ0710
 TJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ343006(NAD 83)
 TJ0710_MARKER: DB = BENCH MARK DISK
 TJ0710_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0710_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0710_MARK LOGO: USGS  
 TJ0710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0710+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0710
 TJ0710  HISTORY     - Date     Condition        Report By
 TJ0710  HISTORY     - 1968     MONUMENTED       USGS
 TJ0710
 TJ0710                          STATION DESCRIPTION
 TJ0710
 TJ0710'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0710'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 18.8 MILES EAST
 TJ0710'AND SOUTH ALONG A GRAVEL ROAD, IN THE SOUTHEAST CORNER OF THE
 TJ0710'NORTHEAST 1/4 OF SECTION 3/TOWNSHIP 34 NORTH/RANGE 34 EAST, ABOUT 0.4
 TJ0710'MILES SOUTH OF J J MOCK RANCH HOUSE, 60 FEET SOUTHWEST OF THE
 TJ0710'CENTERLINE OF THE ROAD AT A Y-ROAD, ON THE EAST SIDE OF A CORRAL
 TJ0710'COULEE, 15 FEET NORTHEAST OF A CLUMP OF WILLOWS, PROJECTING 0.5 FEET
 TJ0710'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0354 ***********************************************************************
 SQ0354  DESIGNATION -  256 EUI
 SQ0354  PID         -  SQ0354
 SQ0354  STATE/COUNTY-  MT/GARFIELD
 SQ0354  USGS QUAD   -  SAND SPRINGS (1965)
 SQ0354
 SQ0354                         *CURRENT SURVEY CONTROL
 SQ0354  ___________________________________________________________________
 SQ0354* NAD 83(1986)-  47 05 56.     (N)    107 29 27.     (W)     SCALED    
 SQ0354* NAVD 88     -       959.250  (meters)    3147.14   (feet)  ADJUSTED  
 SQ0354  ___________________________________________________________________
 SQ0354  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 SQ0354  DYNAMIC HT  -         959.215 (meters)    3147.02  (feet)  COMP
 SQ0354  MODELED GRAV-     980,543.2   (mgal)                       NAVD 88
 SQ0354
 SQ0354  VERT ORDER  -  SECOND    CLASS 0
 SQ0354
 SQ0354.The horizontal coordinates were scaled from a topographic map and have
 SQ0354.an estimated accuracy of +/- 6 seconds.
 SQ0354
 SQ0354.The orthometric height was determined by differential leveling
 SQ0354.and adjusted by the National Geodetic Survey in June 1991..
 SQ0354
 SQ0354.The geoid height was determined by GEOID03.
 SQ0354
 SQ0354.The dynamic height is computed by dividing the NAVD 88
 SQ0354.geopotential number by the normal gravity value computed on the
 SQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0354.degrees latitude (g = 980.6199 gals.).
 SQ0354
 SQ0354.The modeled gravity was interpolated from observed gravity values.
 SQ0354
 SQ0354;                    North         East    Units  Estimated Accuracy
 SQ0354;SPC MT       -   318,520.      752,420.      MT  (+/- 180 meters Scaled)
 SQ0354
 SQ0354                          SUPERSEDED SURVEY CONTROL
 SQ0354
 SQ0354  NGVD 29 (??/??/92)  958.547  (m)         3144.83   (f) ADJ UNCH    2 0
 SQ0354
 SQ0354.Superseded values are not recommended for survey control.
 SQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0354.See file dsdata.txt to determine how the superseded data were derived.
 SQ0354
 SQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN109191(NAD 83)
 SQ0354_MARKER: Z = SEE DESCRIPTION
 SQ0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SQ0354_SP_SET: IRON PEG
 SQ0354_STAMPING: 256 E U I 1932
 SQ0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0354
 SQ0354  HISTORY     - Date     Condition        Report By
 SQ0354  HISTORY     - 1932     MONUMENTED       MTDH
 SQ0354  HISTORY     - 1934     GOOD             NGS
 SQ0354
 SQ0354                          STATION DESCRIPTION
 SQ0354
 SQ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0354'IN SAND SPRINGS.
 SQ0354'AT SAND SPRINGS, GARFIELD COUNTY, ON THE SOUTH SIDE OF STATE HIGHWAY
 SQ0354'18, AND INSIDE OF THE RIGHT-OF-WAY FENCE.  AN IRON PEG DRIVEN IN THE
 SQ0354'GROUND, NEAR A MONTANA STATE HIGHWAY DEPARTMENT POST MARKED 256 E U I
 SQ0354'1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0309 ***********************************************************************
 TK0309  DESIGNATION -  2576.29
 TK0309  PID         -  TK0309
 TK0309  STATE/COUNTY-  MT/HILL
 TK0309  USGS QUAD   -  HERRON PARK (1976)
 TK0309
 TK0309                         *CURRENT SURVEY CONTROL
 TK0309  ___________________________________________________________________
 TK0309* NAD 83(1986)-  48 33 15.     (N)    109 47 39.     (W)     SCALED    
 TK0309* NAVD 88     -       786.066  (meters)    2578.95   (feet)  ADJUSTED  
 TK0309  ___________________________________________________________________
 TK0309  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 TK0309  DYNAMIC HT  -         786.143 (meters)    2579.20  (feet)  COMP
 TK0309  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 TK0309
 TK0309  VERT ORDER  -  FIRST     CLASS II
 TK0309
 TK0309.The horizontal coordinates were scaled from a topographic map and have
 TK0309.an estimated accuracy of +/- 6 seconds.
 TK0309
 TK0309.The orthometric height was determined by differential leveling
 TK0309.and adjusted by the National Geodetic Survey in June 1991..
 TK0309
 TK0309.The geoid height was determined by GEOID03.
 TK0309
 TK0309.The dynamic height is computed by dividing the NAVD 88
 TK0309.geopotential number by the normal gravity value computed on the
 TK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0309.degrees latitude (g = 980.6199 gals.).
 TK0309
 TK0309.The modeled gravity was interpolated from observed gravity values.
 TK0309
 TK0309;                    North         East    Units  Estimated Accuracy
 TK0309;SPC MT       -   478,340.      578,290.      MT  (+/- 180 meters Scaled)
 TK0309
 TK0309                          SUPERSEDED SURVEY CONTROL
 TK0309
 TK0309.No superseded survey control is available for this station.
 TK0309
 TK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU889785(NAD 83)
 TK0309_MARKER: DB = BENCH MARK DISK
 TK0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0309_SP_SET: CONCRETE POST
 TK0309_STAMPING: ELEV 2576.29
 TK0309_PROJECTION: PROJECTING 76 CENTIMETERS
 TK0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0309+STABILITY: SURFACE MOTION
 TK0309
 TK0309  HISTORY     - Date     Condition        Report By
 TK0309  HISTORY     - UNK      MONUMENTED       MTDH
 TK0309  HISTORY     - 1979     GOOD             NGS
 TK0309
 TK0309                          STATION DESCRIPTION
 TK0309
 TK0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0309'5.3 MI WEST FROM HAVRE.
 TK0309'5.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TK0309'HIGHWAY 232 AND U.S. HIGHWAY 2 IN HAVRE, 222 FEET EAST OF THE
 TK0309'CENTERLINE OF THE DRIVEWAY TO CENTRAL MACHINE AND WELDING, 261 FEET
 TK0309'WEST OF THE CENTERLINE OF THE DRIVEWAY TO TRUCK COUNTRY, 79 FEET
 TK0309'NORTH OF THE CENTERLINE OF HIGHWAY 2, 1.6 FEET SOUTH OF A FENCE, AND
 TK0309'4.7 FEET SOUTHEAST OF UNDERGROUND CABLE MARKER NUMBER 30.3.
 TK0309'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0260 ***********************************************************************
 TN0260  DESIGNATION -  2577
 TN0260  PID         -  TN0260
 TN0260  STATE/COUNTY-  MT/LINCOLN
 TN0260  USGS QUAD   -  EUREKA NORTH (1983)
 TN0260
 TN0260                         *CURRENT SURVEY CONTROL
 TN0260  ___________________________________________________________________
 TN0260* NAD 83(1986)-  48 52 34.     (N)    115 03 14.     (W)     SCALED    
 TN0260* NAVD 88     -       783.203  (meters)    2569.56   (feet)  ADJUSTED  
 TN0260  ___________________________________________________________________
 TN0260  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 TN0260  DYNAMIC HT  -         783.260 (meters)    2569.75  (feet)  COMP
 TN0260  MODELED GRAV-     980,658.5   (mgal)                       NAVD 88
 TN0260
 TN0260  VERT ORDER  -  FIRST     CLASS II
 TN0260
 TN0260.The horizontal coordinates were scaled from a topographic map and have
 TN0260.an estimated accuracy of +/- 6 seconds.
 TN0260
 TN0260.The orthometric height was determined by differential leveling
 TN0260.and adjusted by the National Geodetic Survey in June 1991..
 TN0260.WARNING-Repeat measurements at this control monument indicate possible
 TN0260.vertical movement.
 TN0260
 TN0260.The geoid height was determined by GEOID03.
 TN0260
 TN0260.The dynamic height is computed by dividing the NAVD 88
 TN0260.geopotential number by the normal gravity value computed on the
 TN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0260.degrees latitude (g = 980.6199 gals.).
 TN0260
 TN0260.The modeled gravity was interpolated from observed gravity values.
 TN0260
 TN0260;                    North         East    Units  Estimated Accuracy
 TN0260;SPC MT       -   528,530.      192,980.      MT  (+/- 180 meters Scaled)
 TN0260
 TN0260                          SUPERSEDED SURVEY CONTROL
 TN0260
 TN0260  NGVD 29 (??/??/92)  782.004  (m)         2565.62   (f) ADJ UNCH    1 2
 TN0260
 TN0260.Superseded values are not recommended for survey control.
 TN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0260.See file dsdata.txt to determine how the superseded data were derived.
 TN0260
 TN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ426155(NAD 83)
 TN0260_MARKER: P = PIPE CAP
 TN0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0260_STAMPING: 1913 3 10 2577
 TN0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0260
 TN0260  HISTORY     - Date     Condition        Report By
 TN0260  HISTORY     - 1913     MONUMENTED       USGS
 TN0260  HISTORY     - 1960     GOOD             NGS
 TN0260  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0260
 TN0260                          STATION DESCRIPTION
 TN0260
 TN0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 TN0260'IN EUREKA.
 TN0260'AT EUREKA, LINCOLN COUNTY, ON THE GREAT NORTHERN RAILWAY, 63.8 FEET
 TN0260'WEST OF THE NORTHWEST CORNER OF THE STATION, 150 FEET EAST OF A ROAD
 TN0260'CROSSING, 16 FEET SOUTH OF THE MAIN-LINE TRACK, AND 5 INCHES SOUTH OF
 TN0260'THE WOODEN GUARDRAIL OF THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 TN0260'SURVEY STANDARD CAP, STAMPED 1913 3 10 2577 AND RIVETED ON THE TOP OF
 TN0260'A 3-1/2-INCH IRON PIPE.
 TN0260
 TN0260                          STATION RECOVERY (1979)
 TN0260
 TN0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0260'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE SIDEWALK MENTIONED
 TN0260'IN THE DESCRIPTION IS NO LONGER THERE.  THE AREA HAS BEEN GRADED AND
 TN0260'FILLED AND THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0621 ***********************************************************************
 TJ0621  DESIGNATION -  26 DHW
 TJ0621  PID         -  TJ0621
 TJ0621  STATE/COUNTY-  MT/VALLEY
 TJ0621  USGS QUAD   -  ENGSTROM RANCH (1978)
 TJ0621
 TJ0621                         *CURRENT SURVEY CONTROL
 TJ0621  ___________________________________________________________________
 TJ0621* NAD 83(1992)-  48 07 45.58624(N)    106 49 27.56679(W)     ADJUSTED  
 TJ0621* NAVD 88     -       748.60   (+/-2cm)    2456.0    (feet)  VERTCON   
 TJ0621  ___________________________________________________________________
 TJ0621  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 TJ0621  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 TJ0621
 TJ0621  HORZ ORDER  -  THIRD
 TJ0621  VERT ORDER  -  THIRD ? (See Below)
 TJ0621
 TJ0621.The horizontal coordinates were established by classical geodetic methods
 TJ0621.and adjusted by the National Geodetic Survey in July 1992..
 TJ0621
 TJ0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0621.The vertical order pertains to the NGVD 29 superseded value.
 TJ0621
 TJ0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0621
 TJ0621.The geoid height was determined by GEOID03.
 TJ0621
 TJ0621;                    North         East     Units Scale Factor Converg.
 TJ0621;SPC MT       -   434,470.178   799,051.965   MT  0.99958324   +1 57 26.2
 TJ0621;SPC MT       - 1,425,427.09  2,621,561.56   iFT  0.99958324   +1 57 26.2
 TJ0621;UTM  13      - 5,332,284.329   364,256.576   MT  0.99982641   -1 21 31.3
 TJ0621
 TJ0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0621!SPC MT       -   0.99988530  x   0.99958324  =   0.99946859
 TJ0621!UTM  13      -   0.99988530  x   0.99982641  =   0.99971173
 TJ0621
 TJ0621:                Primary Azimuth Mark                     Grid Az
 TJ0621:SPC MT       -  COYOTE                                   253 10 16.0
 TJ0621:UTM  13      -  COYOTE                                   256 29 13.5
 TJ0621
 TJ0621|---------------------------------------------------------------------|
 TJ0621| PID    Reference Object                     Distance      Geod. Az  |
 TJ0621|                                                           dddmmss.s |
 TJ0621| TJ0623 COYOTE                              APPROX. 5.1 KM 2550742.2 |
 TJ0621|---------------------------------------------------------------------|
 TJ0621
 TJ0621                          SUPERSEDED SURVEY CONTROL
 TJ0621
 TJ0621  NAD 83(1986)-  48 07 45.58292(N)    106 49 27.55794(W) AD(       ) 3
 TJ0621  NAD 27      -  48 07 45.52421(N)    106 49 25.34880(W) AD(       ) 3
 TJ0621  NGVD 29 (07/19/86)  747.93   (m)         2453.8    (f) LEVELING    3  
 TJ0621
 TJ0621.Superseded values are not recommended for survey control.
 TJ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0621.See file dsdata.txt to determine how the superseded data were derived.
 TJ0621
 TJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP6425732284(NAD 83)
 TJ0621_MARKER: DD = SURVEY DISK
 TJ0621_SETTING: 0 = UNSPECIFIED SETTING
 TJ0621
 TJ0621  HISTORY     - Date     Condition        Report By
 TJ0621  HISTORY     - 1957     MONUMENTED       USGS
 TJ0621
 TJ0621                          STATION DESCRIPTION
 TJ0621
 TJ0621'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TJ0621'BLANCHARD AND MCINTYRE RANCH HOUSE, 7.4 MI. NW. OF ALONG PASTURE RDS.
 TJ0621'TO SMALL KNOLL OVERLOOKS RESERVOIR 3/4 MI. NW. AND CURVE IN RD. FROM
 TJ0621'E-W.TO S., IN NORTHERN PART OF SECTION 4, T. 27 N., R. 39 E., 60 FT.
 TJ0621'N. OF CURVE ON N. POINT OF KNOLL.
 TJ0621'
 TJ0621'STATION MARK - STANDARD TABLET IN CONCRETE POST PROJECTING 0.1 FT.
 TJ0621'ABOVE GROUND, STAMPED ---26 DHW 1957---.
 TJ0621'
 TJ0621'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0682 ***********************************************************************
 QW0682  DESIGNATION -  26 DHW
 QW0682  PID         -  QW0682
 QW0682  STATE/COUNTY-  MT/BIG HORN
 QW0682  USGS QUAD   -  DEEP CREEK (1980)
 QW0682
 QW0682                         *CURRENT SURVEY CONTROL
 QW0682  ___________________________________________________________________
 QW0682* NAD 83(1986)-  45 24 21.     (N)    108 26 24.     (W)     SCALED    
 QW0682* NAVD 88     -      1340.827  (meters)    4399.03   (feet)  POSTED    
 QW0682  ___________________________________________________________________
 QW0682  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 QW0682  DYNAMIC HT  -        1340.390 (meters)    4397.60  (feet)  COMP
 QW0682  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 QW0682
 QW0682  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0682
 QW0682.The horizontal coordinates were scaled from a topographic map and have
 QW0682.an estimated accuracy of +/- 6 seconds.
 QW0682
 QW0682.The orthometric height was determined by differential leveling
 QW0682.and adjusted by the National Geodetic Survey in 1992..
 QW0682.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0682.rate of 0.0 thru 1.0 mm/km.
 QW0682
 QW0682.The geoid height was determined by GEOID03.
 QW0682
 QW0682.The dynamic height is computed by dividing the NAVD 88
 QW0682.geopotential number by the normal gravity value computed on the
 QW0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0682.degrees latitude (g = 980.6199 gals.).
 QW0682
 QW0682.The modeled gravity was interpolated from observed gravity values.
 QW0682
 QW0682;                    North         East    Units  Estimated Accuracy
 QW0682;SPC MT       -   129,020.      682,970.      MT  (+/- 180 meters Scaled)
 QW0682
 QW0682                          SUPERSEDED SURVEY CONTROL
 QW0682
 QW0682.No superseded survey control is available for this station.
 QW0682
 QW0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR003312(NAD 83)
 QW0682_MARKER: DB = BENCH MARK DISK
 QW0682_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0682_SP_SET: PREFAB CONC. POST IN EARTH
 QW0682_STAMPING: 26 DHW 1967
 QW0682_MARK LOGO: USGS  
 QW0682_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0682+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0682
 QW0682  HISTORY     - Date     Condition        Report By
 QW0682  HISTORY     - 1967     MONUMENTED       USGS
 QW0682
 QW0682                          STATION DESCRIPTION
 QW0682
 QW0682'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0682'FROM PRYOR, MONTANA POST OFFICE, PROCEED 4.8 MILES SOUTHEAST ALONG
 QW0682'GRADED ROADS, THENCE 1.2 MILES SOUTHEAST ALONG TRACK ROADS TO A
 QW0682'NORTH-SOUTH FENCE LINE IN SOUTHWEST CORNER OF SECTION 7/TOWNSHIP 5
 QW0682'SOUTH/RANGE 27 EAST, 15 FEET NORTH AND 2 FEET EAST OF ROAD AT A GATE,
 QW0682'WITNESS SIGN ON FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0531 ***********************************************************************
 RU0531  DESIGNATION -  26 RDS
 RU0531  PID         -  RU0531
 RU0531  STATE/COUNTY-  MT/GARFIELD
 RU0531  USGS QUAD   -  HILL RANCH (1980)
 RU0531
 RU0531                         *CURRENT SURVEY CONTROL
 RU0531  ___________________________________________________________________
 RU0531* NAD 83(1986)-  46 56 25.     (N)    107 47 27.     (W)     SCALED    
 RU0531* NAVD 88     -       884.587  (meters)    2902.18   (feet)  ADJUSTED  
 RU0531  ___________________________________________________________________
 RU0531  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 RU0531  DYNAMIC HT  -         884.554 (meters)    2902.07  (feet)  COMP
 RU0531  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 RU0531
 RU0531  VERT ORDER  -  SECOND    CLASS 0
 RU0531
 RU0531.The horizontal coordinates were scaled from a topographic map and have
 RU0531.an estimated accuracy of +/- 6 seconds.
 RU0531
 RU0531.The orthometric height was determined by differential leveling
 RU0531.and adjusted by the National Geodetic Survey in June 1991..
 RU0531
 RU0531.The geoid height was determined by GEOID03.
 RU0531
 RU0531.The dynamic height is computed by dividing the NAVD 88
 RU0531.geopotential number by the normal gravity value computed on the
 RU0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0531.degrees latitude (g = 980.6199 gals.).
 RU0531
 RU0531.The modeled gravity was interpolated from observed gravity values.
 RU0531
 RU0531;                    North         East    Units  Estimated Accuracy
 RU0531;SPC MT       -   300,360.      730,050.      MT  (+/- 180 meters Scaled)
 RU0531
 RU0531                          SUPERSEDED SURVEY CONTROL
 RU0531
 RU0531  NGVD 29 (??/??/92)  883.93   (m)         2900.0    (f) COMPUTED    2 0
 RU0531
 RU0531.Superseded values are not recommended for survey control.
 RU0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0531.See file dsdata.txt to determine how the superseded data were derived.
 RU0531
 RU0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN875023(NAD 83)
 RU0531_MARKER: DB = BENCH MARK DISK
 RU0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0531_SP_SET: CONCRETE POST
 RU0531_STAMPING: 26 RDS 1962
 RU0531_MARK LOGO: USGS  
 RU0531_PROJECTION: FLUSH
 RU0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0531+STABILITY: SURFACE MOTION
 RU0531
 RU0531  HISTORY     - Date     Condition        Report By
 RU0531  HISTORY     - 1962     MONUMENTED       USGS
 RU0531
 RU0531                          STATION DESCRIPTION
 RU0531
 RU0531'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0531'10.8 KM (6.70 MI) SOUTH FROM MOSBY.
 RU0531'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 3.2 MILES
 RU0531'SOUTHALONG GRADED AND TRAIL ROADS, 3.2 MILES SOUTH OF HILL RANCH
 RU0531'BUILDINGS,NEAR THE CORNER OF SECTIONS 27, 28, 33, 34, T. 14 N., R. 31
 RU0531'E., 23    FEET WEST OF THE ROAD AT A CURVE, ON A SMALL KNOLL ON THE
 RU0531'RIDGE.
 RU0531'THE MARK IS 2.1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0551 ***********************************************************************
 TK0551  DESIGNATION -  26 REB
 TK0551  PID         -  TK0551
 TK0551  STATE/COUNTY-  MT/BLAINE
 TK0551  USGS QUAD   -  HORNBECK LAKE (1984)
 TK0551
 TK0551                         *CURRENT SURVEY CONTROL
 TK0551  ___________________________________________________________________
 TK0551* NAD 83(1986)-  48 43 59.     (N)    108 31 13.     (W)     SCALED    
 TK0551* NAVD 88     -       954.714  (meters)    3132.26   (feet)  POSTED    
 TK0551  ___________________________________________________________________
 TK0551  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TK0551  DYNAMIC HT  -         954.810 (meters)    3132.57  (feet)  COMP
 TK0551  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 TK0551
 TK0551  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0551
 TK0551.The horizontal coordinates were scaled from a topographic map and have
 TK0551.an estimated accuracy of +/- 6 seconds.
 TK0551
 TK0551.The orthometric height was determined by differential leveling
 TK0551.and adjusted by the National Geodetic Survey in 1992..
 TK0551.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0551.rate of 0.0 thru 1.0 mm/km.
 TK0551
 TK0551.The geoid height was determined by GEOID03.
 TK0551
 TK0551.The dynamic height is computed by dividing the NAVD 88
 TK0551.geopotential number by the normal gravity value computed on the
 TK0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0551.degrees latitude (g = 980.6199 gals.).
 TK0551
 TK0551.The modeled gravity was interpolated from observed gravity values.
 TK0551
 TK0551;                    North         East    Units  Estimated Accuracy
 TK0551;SPC MT       -   498,630.      672,060.      MT  (+/- 180 meters Scaled)
 TK0551
 TK0551                          SUPERSEDED SURVEY CONTROL
 TK0551
 TK0551.No superseded survey control is available for this station.
 TK0551
 TK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV823007(NAD 83)
 TK0551_MARKER: DB = BENCH MARK DISK
 TK0551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0551_SP_SET: COPPER-CLAD STEEL ROD
 TK0551_STAMPING: 26 REB 1979
 TK0551_MARK LOGO: USGS  
 TK0551_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0551_ROD/PIPE-DEPTH: 3.05 meters
 TK0551
 TK0551  HISTORY     - Date     Condition        Report By
 TK0551  HISTORY     - 1979     MONUMENTED       USGS
 TK0551
 TK0551                          STATION DESCRIPTION
 TK0551
 TK0551'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0551'30.9 KM (19.20 MI) NE FROM HARLEM.
 TK0551'19.2 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0551'HARLEM ALONG HIGHWAY 241, 1.1 MILES NORTHEAST OF A LARGE RANCH
 TK0551'COMPLEX, 0.6 MILES SOUTH OF THE NORTHWEST CORNER OF T34N, R25E, 54
 TK0551'FEET NORTHEAST AND 115 FEET SOUTHEAST OF A DOUBLE TURN - OUT, AND 1.8
 TK0551'FEET NORTHWEST OF A FENCE.
 TK0551'THE MARK IS 3.4 FT  SW FROM  A WITNESS POST
 TK0551'THE MARK IS ABOVE LEVEL WITH TURN-OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1004 ***********************************************************************
 TN1004  DESIGNATION -  26 RHM
 TN1004  PID         -  TN1004
 TN1004  STATE/COUNTY-  MT/LINCOLN
 TN1004  USGS QUAD   -  MOUNT HENRY (1963)
 TN1004
 TN1004                         *CURRENT SURVEY CONTROL
 TN1004  ___________________________________________________________________
 TN1004* NAD 83(1986)-  48 56 59.     (N)    115 32 04.     (W)     SCALED    
 TN1004* NAVD 88     -      1069.479  (meters)    3508.78   (feet)  ADJUSTED  
 TN1004  ___________________________________________________________________
 TN1004  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TN1004  DYNAMIC HT  -        1069.533 (meters)    3508.96  (feet)  COMP
 TN1004  MODELED GRAV-     980,624.1   (mgal)                       NAVD 88
 TN1004
 TN1004  VERT ORDER  -  THIRD
 TN1004
 TN1004.The horizontal coordinates were scaled from a topographic map and have
 TN1004.an estimated accuracy of +/- 6 seconds.
 TN1004
 TN1004.The orthometric height was determined by differential leveling
 TN1004.and adjusted by the National Geodetic Survey in June 1991..
 TN1004
 TN1004.The geoid height was determined by GEOID03.
 TN1004
 TN1004.The dynamic height is computed by dividing the NAVD 88
 TN1004.geopotential number by the normal gravity value computed on the
 TN1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1004.degrees latitude (g = 980.6199 gals.).
 TN1004
 TN1004.The modeled gravity was interpolated from observed gravity values.
 TN1004
 TN1004;                    North         East    Units  Estimated Accuracy
 TN1004;SPC MT       -   539,290.      158,460.      MT  (+/- 180 meters Scaled)
 TN1004
 TN1004                          SUPERSEDED SURVEY CONTROL
 TN1004
 TN1004.No superseded survey control is available for this station.
 TN1004
 TN1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ073229(NAD 83)
 TN1004_MARKER: DB = BENCH MARK DISK
 TN1004_SETTING: 66 = SET IN ROCK OUTCROP
 TN1004_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1004_STAMPING: 26 RHM 1963
 TN1004_MARK LOGO: USGS  
 TN1004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1004+STABILITY: POSITION/ELEVATION WELL
 TN1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1004+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1004
 TN1004  HISTORY     - Date     Condition        Report By
 TN1004  HISTORY     - 1963     MONUMENTED       USGS
 TN1004
 TN1004                          STATION DESCRIPTION
 TN1004
 TN1004'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1004'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1004'OF A RAILROAD STATION ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST
 TN1004'SERVICE ROAD 92, THENCE 23.3 MILES NORTH AND WEST ALONG ROAD 92 TO A
 TN1004'T-ROAD SOUTH TO MT.  HENRY LOOKOUT, IN THE NORTHEAST 1/4 CORNER OF
 TN1004'SECTION 29/TOWNSHIP 37 NORTH/RANGE 30 WEST, 189 FEET SOUTH AND 67
 TN1004'FEET WEST OF INTERSECTION, IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0722 ***********************************************************************
 TL0722  DESIGNATION -  26 WAC
 TL0722  PID         -  TL0722
 TL0722  STATE/COUNTY-  MT/HILL
 TL0722  USGS QUAD   -  NINEMILE COULEE WEST (1972)
 TL0722
 TL0722                         *CURRENT SURVEY CONTROL
 TL0722  ___________________________________________________________________
 TL0722* NAD 83(1986)-  48 51 23.     (N)    110 20 13.     (W)     SCALED    
 TL0722* NAVD 88     -       868.927  (meters)    2850.80   (feet)  ADJUSTED  
 TL0722  ___________________________________________________________________
 TL0722  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TL0722  DYNAMIC HT  -         869.021 (meters)    2851.11  (feet)  COMP
 TL0722  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 TL0722
 TL0722  VERT ORDER  -  THIRD
 TL0722
 TL0722.The horizontal coordinates were scaled from a topographic map and have
 TL0722.an estimated accuracy of +/- 6 seconds.
 TL0722
 TL0722.The orthometric height was determined by differential leveling
 TL0722.and adjusted by the National Geodetic Survey in June 1991..
 TL0722
 TL0722.The geoid height was determined by GEOID03.
 TL0722
 TL0722.The dynamic height is computed by dividing the NAVD 88
 TL0722.geopotential number by the normal gravity value computed on the
 TL0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0722.degrees latitude (g = 980.6199 gals.).
 TL0722
 TL0722.The modeled gravity was interpolated from observed gravity values.
 TL0722
 TL0722;                    North         East    Units  Estimated Accuracy
 TL0722;SPC MT       -   512,230.      538,590.      MT  (+/- 180 meters Scaled)
 TL0722
 TL0722                          SUPERSEDED SURVEY CONTROL
 TL0722
 TL0722.No superseded survey control is available for this station.
 TL0722
 TL0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV486117(NAD 83)
 TL0722_MARKER: DB = BENCH MARK DISK
 TL0722_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0722_SP_SET: PREFAB CONC. POST IN EARTH
 TL0722_STAMPING: 26 WAC 1963 2848
 TL0722_MARK LOGO: USGS  
 TL0722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0722+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0722
 TL0722  HISTORY     - Date     Condition        Report By
 TL0722  HISTORY     - 1963     MONUMENTED       USGS
 TL0722
 TL0722                          STATION DESCRIPTION
 TL0722
 TL0722'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0722'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 1.5 MILES EAST,
 TL0722'THENCE 17 MILES NORTH, THENCE 2 MILES EAST, IN THE SOUTHEAST CORNER
 TL0722'OF SECTION 19/TOWNSHIP 36 NORTH/RANGE 11 EAST, 52 FEET NORTH AND 45
 TL0722'FEET WEST AND 3.0 FEET LOWER THAN CROSSROADS, 3 FEET NORTH AND 1 FOOT
 TL0722'WEST OF A FENCE CORNER, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0712 ***********************************************************************
 TJ0712  DESIGNATION -  26 WR
 TJ0712  PID         -  TJ0712
 TJ0712  STATE/COUNTY-  MT/PHILLIPS
 TJ0712  USGS QUAD   -  GENEVIEVE (1984)
 TJ0712
 TJ0712                         *CURRENT SURVEY CONTROL
 TJ0712  ___________________________________________________________________
 TJ0712* NAD 83(1986)-  48 42 53.     (N)    107 13 34.     (W)     SCALED    
 TJ0712* NAVD 88     -       701.192  (meters)    2300.49   (feet)  POSTED    
 TJ0712  ___________________________________________________________________
 TJ0712  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TJ0712  DYNAMIC HT  -         701.300 (meters)    2300.85  (feet)  COMP
 TJ0712  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 TJ0712
 TJ0712  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0712
 TJ0712.The horizontal coordinates were scaled from a topographic map and have
 TJ0712.an estimated accuracy of +/- 6 seconds.
 TJ0712
 TJ0712.The orthometric height was determined by differential leveling
 TJ0712.and adjusted by the National Geodetic Survey in 1992..
 TJ0712.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0712.rate of 0.0 thru 1.0 mm/km.
 TJ0712
 TJ0712.The geoid height was determined by GEOID03.
 TJ0712
 TJ0712.The dynamic height is computed by dividing the NAVD 88
 TJ0712.geopotential number by the normal gravity value computed on the
 TJ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0712.degrees latitude (g = 980.6199 gals.).
 TJ0712
 TJ0712.The modeled gravity was interpolated from observed gravity values.
 TJ0712
 TJ0712;                    North         East    Units  Estimated Accuracy
 TJ0712;SPC MT       -   498,570.      767,280.      MT  (+/- 180 meters Scaled)
 TJ0712
 TJ0712                          SUPERSEDED SURVEY CONTROL
 TJ0712
 TJ0712.No superseded survey control is available for this station.
 TJ0712
 TJ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP362981(NAD 83)
 TJ0712_MARKER: DB = BENCH MARK DISK
 TJ0712_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0712_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0712_STAMPING: 26 WR 2298 1968
 TJ0712_MARK LOGO: USGS  
 TJ0712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0712+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0712
 TJ0712  HISTORY     - Date     Condition        Report By
 TJ0712  HISTORY     - 1968     MONUMENTED       USGS
 TJ0712
 TJ0712                          STATION DESCRIPTION
 TJ0712
 TJ0712'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0712'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 18.8 MILES SOUTH
 TJ0712'AND EAST TO A Y-ROAD, THENCE 2.2 MILES SOUTH ALONG ROAD LEADING TO
 TJ0712'FRENCHMAN RESERVOIR SPILLWAY, NEAR CORNER SECTIONS
 TJ0712'11-12-13-14/TOWNSHIP 34 NORTH/RANGE 34 EAST, ABOUT 1.0 MILES
 TJ0712'NORTHEAST OF THE OLD WRIGHT RANCH, ABOUT 900 FEET NORTH OF THE NORTH
 TJ0712'SHORE OF FRENCHMAN CREEK RESERVOIR, 45 FEET SOUTHEAST OF THE
 TJ0712'CENTERLINE OF THE ROAD AT A WIRE GATE, 8 FEET NORTH OF A FENCE,
 TJ0712'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0083 ***********************************************************************
 SU0083  DESIGNATION -  2643
 SU0083  PID         -  SU0083
 SU0083  STATE/COUNTY-  MT/SANDERS
 SU0083  USGS QUAD   -  RAVALLI (1964)
 SU0083
 SU0083                         *CURRENT SURVEY CONTROL
 SU0083  ___________________________________________________________________
 SU0083* NAD 83(1986)-  47 17 01.     (N)    114 13 28.     (W)     SCALED    
 SU0083* NAVD 88     -       805.758  (meters)    2643.56   (feet)  ADJUSTED  
 SU0083  ___________________________________________________________________
 SU0083  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SU0083  DYNAMIC HT  -         805.706 (meters)    2643.39  (feet)  COMP
 SU0083  MODELED GRAV-     980,522.4   (mgal)                       NAVD 88
 SU0083
 SU0083  VERT ORDER  -  FIRST     CLASS II
 SU0083
 SU0083.The horizontal coordinates were scaled from a topographic map and have
 SU0083.an estimated accuracy of +/- 6 seconds.
 SU0083
 SU0083.The orthometric height was determined by differential leveling
 SU0083.and adjusted by the National Geodetic Survey in June 1991..
 SU0083
 SU0083.The geoid height was determined by GEOID03.
 SU0083
 SU0083.The dynamic height is computed by dividing the NAVD 88
 SU0083.geopotential number by the normal gravity value computed on the
 SU0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0083.degrees latitude (g = 980.6199 gals.).
 SU0083
 SU0083.The modeled gravity was interpolated from observed gravity values.
 SU0083
 SU0083;                    North         East    Units  Estimated Accuracy
 SU0083;SPC MT       -   347,860.      243,010.      MT  (+/- 180 meters Scaled)
 SU0083
 SU0083                          SUPERSEDED SURVEY CONTROL
 SU0083
 SU0083  NGVD 29 (??/??/92)  804.705  (m)         2640.10   (f) ADJ UNCH    1 2
 SU0083
 SU0083.Superseded values are not recommended for survey control.
 SU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0083.See file dsdata.txt to determine how the superseded data were derived.
 SU0083
 SU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN098404(NAD 83)
 SU0083_MARKER: P = PIPE CAP
 SU0083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0083_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0083_STAMPING: 2643T
 SU0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0083
 SU0083  HISTORY     - Date     Condition        Report By
 SU0083  HISTORY     - UNK      MONUMENTED       USGS
 SU0083  HISTORY     - 1933     GOOD             NGS
 SU0083  HISTORY     - 1964     MARK NOT FOUND   USGS
 SU0083  HISTORY     - 1979     MARK NOT FOUND   NGS
 SU0083
 SU0083                          STATION DESCRIPTION
 SU0083
 SU0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SU0083'2.1 MI NW FROM RAVALLI.
 SU0083'IN SANDERS COUNTY, 2.1 MILES NORTHWEST ALONG THE NORTHERN PACIFIC
 SU0083'RAILWAY FROM THE STATION AT RAVALLI, LAKE COUNTY, 22 RAILS SOUTHEAST
 SU0083'OF MILEPOST 33, AND 32 FEET NORTH OF THE TRACK.  A UNITED STATES
 SU0083'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2643T AND RIVETED ON THE TOP
 SU0083'OF A 3-1/2-INCH IRON PIPE PROJECTING 18 INCHES ABOVE GROUND.  NOTE--
 SU0083'RR BUILT UP IN RECENT YEARS.  GROUND DISTURBED.
 SU0083
 SU0083                          STATION RECOVERY (1964)
 SU0083
 SU0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0083'MARK NOT FOUND.
 SU0083
 SU0083                          STATION RECOVERY (1979)
 SU0083
 SU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0083'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0007 ***********************************************************************
 RT0007  DESIGNATION -  2650.06
 RT0007  PID         -  RT0007
 RT0007  STATE/COUNTY-  MT/WIBAUX
 RT0007  USGS QUAD   -  WIBAUX (1982)
 RT0007
 RT0007                         *CURRENT SURVEY CONTROL
 RT0007  ___________________________________________________________________
 RT0007* NAD 83(1986)-  46 59 16.     (N)    104 11 16.     (W)     SCALED    
 RT0007* NAVD 88     -       811.812  (meters)    2663.42   (feet)  ADJUSTED  
 RT0007  ___________________________________________________________________
 RT0007  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0007  DYNAMIC HT  -         811.808 (meters)    2663.41  (feet)  COMP
 RT0007  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 RT0007
 RT0007  VERT ORDER  -  FIRST     CLASS II
 RT0007
 RT0007.The horizontal coordinates were scaled from a topographic map and have
 RT0007.an estimated accuracy of +/- 6 seconds.
 RT0007
 RT0007.The orthometric height was determined by differential leveling
 RT0007.and adjusted by the National Geodetic Survey in June 1991..
 RT0007
 RT0007.The geoid height was determined by GEOID03.
 RT0007
 RT0007.The dynamic height is computed by dividing the NAVD 88
 RT0007.geopotential number by the normal gravity value computed on the
 RT0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0007.degrees latitude (g = 980.6199 gals.).
 RT0007
 RT0007.The modeled gravity was interpolated from observed gravity values.
 RT0007
 RT0007;                    North         East    Units  Estimated Accuracy
 RT0007;SPC MT       -   317,910.    1,003,560.      MT  (+/- 180 meters Scaled)
 RT0007
 RT0007                          SUPERSEDED SURVEY CONTROL
 RT0007
 RT0007  NGVD 29 (??/??/92)  811.189  (m)         2661.38   (f) ADJ UNCH    1 2
 RT0007
 RT0007.Superseded values are not recommended for survey control.
 RT0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0007.See file dsdata.txt to determine how the superseded data were derived.
 RT0007
 RT0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN617041(NAD 83)
 RT0007_MARKER: S = SPIKE
 RT0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0007_SP_SET: WALK
 RT0007_MARK LOGO: NPRR  
 RT0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0007
 RT0007  HISTORY     - Date     Condition        Report By
 RT0007  HISTORY     - UNK      MONUMENTED       NPRR
 RT0007  HISTORY     - 1931     GOOD             NPRR
 RT0007  HISTORY     - 1934     GOOD             NPRR
 RT0007  HISTORY     - 1982     GOOD             NGS
 RT0007
 RT0007                          STATION DESCRIPTION
 RT0007
 RT0007'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1931
 RT0007'IN WIBAUX.
 RT0007'AT WIBAUX, WIBAUX COUNTY, ON THE NORTHERN PACIFIC RAILWAY, IN THE
 RT0007'CONCRETE WALK AT THE EAST END OF BRIDGE 184.1, 12 FEET SOUTH OF BENCH
 RT0007'MARK A 34 DESCRIBED ABOVE, SOUTH OF THE TRACK, AND NEAR THE LETTERS BM
 RT0007'2650.06.  A SPIKE.
 RT0007
 RT0007                          STATION RECOVERY (1934)
 RT0007
 RT0007'RECOVERY NOTE BY NORTHERN PACIFIC RAILROAD 1934
 RT0007'RECOVERED IN GOOD CONDITION.
 RT0007
 RT0007                          STATION RECOVERY (1982)
 RT0007
 RT0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RT0007'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RT0007'IN WIBAUX, AT THE INTERSECTION OF MAIN STREET (STATE HIGHWAY 7) AND
 RT0007'THE BURLINGTON NORTHERN RAILROAD (OLD NORTHERN PACIFIC RAILROAD), IN
 RT0007'THE NORTHEAST CORNER OF THE SOUTH WALKWAY OF THE RAILROAD
 RT0007'BRIDGE OVER THE STREET, 4.6 METERS (15.1 FT) NORTH OF THE SOUTH EDGE
 RT0007'OF THE BRIDGE, 3.7 METERS (12.1 FT) SOUTH OF BENCH MARK A 34, 1.1
 RT0007'METERS (3.6 FT) SOUTH OF THE NEAR RAIL AND 0.3 METER (1.0 FT) WEST OF
 RT0007'THE EAST END OF THE WALKWAY.  NOTE=BM 2650.06 1930 IS ETCHED IN THE
 RT0007'CONCRETE AROUND THE SPIKE.
 RT0007'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0270 ***********************************************************************
 TK0270  DESIGNATION -  2672
 TK0270  PID         -  TK0270
 TK0270  STATE/COUNTY-  MT/HILL
 TK0270  USGS QUAD   -  FRESNO DAM (1970)
 TK0270
 TK0270                         *CURRENT SURVEY CONTROL
 TK0270  ___________________________________________________________________
 TK0270* NAD 83(1986)-  48 34 01.     (N)    109 58 21.     (W)     SCALED    
 TK0270* NAVD 88     -       815.465  (meters)    2675.40   (feet)  ADJUSTED  
 TK0270  ___________________________________________________________________
 TK0270  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 TK0270  DYNAMIC HT  -         815.545 (meters)    2675.67  (feet)  COMP
 TK0270  MODELED GRAV-     980,681.6   (mgal)                       NAVD 88
 TK0270
 TK0270  VERT ORDER  -  FIRST     CLASS II
 TK0270
 TK0270.The horizontal coordinates were scaled from a topographic map and have
 TK0270.an estimated accuracy of +/- 6 seconds.
 TK0270
 TK0270.The orthometric height was determined by differential leveling
 TK0270.and adjusted by the National Geodetic Survey in June 1991..
 TK0270
 TK0270.The geoid height was determined by GEOID03.
 TK0270
 TK0270.The dynamic height is computed by dividing the NAVD 88
 TK0270.geopotential number by the normal gravity value computed on the
 TK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0270.degrees latitude (g = 980.6199 gals.).
 TK0270
 TK0270.The modeled gravity was interpolated from observed gravity values.
 TK0270
 TK0270;                    North         East    Units  Estimated Accuracy
 TK0270;SPC MT       -   479,820.      565,140.      MT  (+/- 180 meters Scaled)
 TK0270
 TK0270                          SUPERSEDED SURVEY CONTROL
 TK0270
 TK0270  NGVD 29 (??/??/92)  814.580  (m)         2672.50   (f) ADJ UNCH    1 2
 TK0270
 TK0270.Superseded values are not recommended for survey control.
 TK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0270.See file dsdata.txt to determine how the superseded data were derived.
 TK0270
 TK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU758798(NAD 83)
 TK0270_MARKER: P = PIPE CAP
 TK0270_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0270_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0270_STAMPING: 2672.501 267 HAVRE
 TK0270_PROJECTION: FLUSH
 TK0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0270
 TK0270  HISTORY     - Date     Condition        Report By
 TK0270  HISTORY     - UNK      MONUMENTED       USGS
 TK0270  HISTORY     - 1934     GOOD             NGS
 TK0270  HISTORY     - 1979     GOOD             NGS
 TK0270
 TK0270                          STATION DESCRIPTION
 TK0270
 TK0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TK0270'IN FRESNO.
 TK0270'AT FRESNO, HILL COUNTY, ON THE GREAT NORTHERN RAILWAY, AT THE EAST END
 TK0270'OF A SIDING, NEAR MILEPOST 975, 100 FEET NORTH OF THE TRACK, AND AT A
 TK0270'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 TK0270'2672.501 267 HAVRE AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TK0270
 TK0270                          STATION RECOVERY (1979)
 TK0270
 TK0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0270'4.1 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TK0270'KREMLIN, 0.7 MILE EAST OF SIGN (FRESNO), A PIPE FILLED WITH CEMENT,
 TK0270'SET AT MILE POST 975, 100 FEET NORTH OF THE NORTH RAIL, 90.2 FEET
 TK0270'NORTH-NORTHWEST OF MILE POST NUMBER 975, 60 FEET NORTH OF THE CENTER
 TK0270'OF A TRACK ROAD PARALLELING THE TRACKS, AND 20.5 FEET NORTHWEST OF
 TK0270'TELEPHONE POLE NUMBER A 76.
 TK0270'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TK0270'THE MARK IS 3 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0193 ***********************************************************************
 TN0193  DESIGNATION -  2680
 TN0193  PID         -  TN0193
 TN0193  STATE/COUNTY-  MT/LINCOLN
 TN0193  USGS QUAD   -  FORTINE (1983)
 TN0193
 TN0193                         *CURRENT SURVEY CONTROL
 TN0193  ___________________________________________________________________
 TN0193* NAD 83(1986)-  48 50 51.     (N)    114 59 57.     (W)     SCALED    
 TN0193* NAVD 88     -       814.615  (meters)    2672.62   (feet)  ADJUSTED  
 TN0193  ___________________________________________________________________
 TN0193  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 TN0193  DYNAMIC HT  -         814.658 (meters)    2672.76  (feet)  COMP
 TN0193  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 TN0193
 TN0193  VERT ORDER  -  FIRST     CLASS II
 TN0193
 TN0193.The horizontal coordinates were scaled from a topographic map and have
 TN0193.an estimated accuracy of +/- 6 seconds.
 TN0193
 TN0193.The orthometric height was determined by differential leveling
 TN0193.and adjusted by the National Geodetic Survey in June 1991..
 TN0193
 TN0193.The geoid height was determined by GEOID03.
 TN0193
 TN0193.The dynamic height is computed by dividing the NAVD 88
 TN0193.geopotential number by the normal gravity value computed on the
 TN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0193.degrees latitude (g = 980.6199 gals.).
 TN0193
 TN0193.The modeled gravity was interpolated from observed gravity values.
 TN0193
 TN0193;                    North         East    Units  Estimated Accuracy
 TN0193;SPC MT       -   525,070.      196,760.      MT  (+/- 180 meters Scaled)
 TN0193
 TN0193                          SUPERSEDED SURVEY CONTROL
 TN0193
 TN0193  NGVD 29 (??/??/92)  813.401  (m)         2668.63   (f) ADJ UNCH    1 2
 TN0193
 TN0193.Superseded values are not recommended for survey control.
 TN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0193.See file dsdata.txt to determine how the superseded data were derived.
 TN0193
 TN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ467124(NAD 83)
 TN0193_MARKER: DD = SURVEY DISK
 TN0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0193_SP_SET: ABUTMENT
 TN0193_STAMPING: 1913 10 10 2680
 TN0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0193
 TN0193  HISTORY     - Date     Condition        Report By
 TN0193  HISTORY     - 1913     MONUMENTED       USGS
 TN0193  HISTORY     - 1946     GOOD             NGS
 TN0193
 TN0193                          STATION DESCRIPTION
 TN0193
 TN0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0193'3.4 MI SE FROM EUREKA.
 TN0193'3.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0193'AT EUREKA, LINCOLN COUNTY, 0.3 MILE WEST OF MILEPOST 1268, 700 FEET
 TN0193'EAST OF SEMAPHORES 1268.3 AND 1268.4, AT CONCRETE BRIDGE NO. 127 OVER
 TN0193'TOBACCO RIVER, AND IN THE TOP OF THE NORTHWEST CORNER OF THE LOWER
 TN0193'COPING STONE OF THE WEST ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY
 TN0193'STANDARD DISK, STAMPED 1913 10 10 2680.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0034 ***********************************************************************
 TL0034  DESIGNATION -  2697.2
 TL0034  PID         -  TL0034
 TL0034  STATE/COUNTY-  MT/CHOUTEAU
 TL0034  USGS QUAD   -  BIG SANDY (1969)
 TL0034
 TL0034                         *CURRENT SURVEY CONTROL
 TL0034  ___________________________________________________________________
 TL0034* NAD 83(1986)-  48 11 03.     (N)    110 06 22.     (W)     SCALED    
 TL0034* NAVD 88     -       822.980  (meters)    2700.06   (feet)  ADJUSTED  
 TL0034  ___________________________________________________________________
 TL0034  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 TL0034  DYNAMIC HT  -         823.013 (meters)    2700.17  (feet)  COMP
 TL0034  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 TL0034
 TL0034  VERT ORDER  -  SECOND    CLASS 0
 TL0034
 TL0034.The horizontal coordinates were scaled from a topographic map and have
 TL0034.an estimated accuracy of +/- 6 seconds.
 TL0034
 TL0034.The orthometric height was determined by differential leveling
 TL0034.and adjusted by the National Geodetic Survey in June 1991..
 TL0034
 TL0034.The geoid height was determined by GEOID03.
 TL0034
 TL0034.The dynamic height is computed by dividing the NAVD 88
 TL0034.geopotential number by the normal gravity value computed on the
 TL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0034.degrees latitude (g = 980.6199 gals.).
 TL0034
 TL0034.The modeled gravity was interpolated from observed gravity values.
 TL0034
 TL0034;                    North         East    Units  Estimated Accuracy
 TL0034;SPC MT       -   437,340.      554,950.      MT  (+/- 180 meters Scaled)
 TL0034
 TL0034                          SUPERSEDED SURVEY CONTROL
 TL0034
 TL0034  NGVD 29 (??/??/92)  822.120  (m)         2697.24   (f) ADJ UNCH    2 0
 TL0034
 TL0034.Superseded values are not recommended for survey control.
 TL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0034.See file dsdata.txt to determine how the superseded data were derived.
 TL0034
 TL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU664371(NAD 83)
 TL0034_MARKER: P = PIPE CAP
 TL0034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0034
 TL0034  HISTORY     - Date     Condition        Report By
 TL0034  HISTORY     - UNK      MONUMENTED       USGS
 TL0034  HISTORY     - 1948     GOOD             NGS
 TL0034
 TL0034                          STATION DESCRIPTION
 TL0034
 TL0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0034'0.3 MI NE FROM BIG SANDY.
 TL0034'0.3 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TL0034'AT BIG SANDY, AT A ROAD CROSSING, 95.3 FEET NORTHWEST OF THE NORTHWEST
 TL0034'RAIL OF THE WEST TRACK, 40.6 FEET SOUTHWEST OF THE FIRST POLE
 TL0034'NORTHEAST OF THE ROAD CROSSING, 4.0 FEET EAST OF A FENCE CORNER, 3.0
 TL0034'FEET NORTHEAST OF A FENCE, 0.9 FOOT WEST OF A REFERENCE POST, A U. S.
 TL0034'GEOLOGICAL SURVEY CAP RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE
 TL0034'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0532 ***********************************************************************
 RU0532  DESIGNATION -  27 RDS
 RU0532  PID         -  RU0532
 RU0532  STATE/COUNTY-  MT/GARFIELD
 RU0532  USGS QUAD   -  HILL RANCH (1980)
 RU0532
 RU0532                         *CURRENT SURVEY CONTROL
 RU0532  ___________________________________________________________________
 RU0532* NAD 83(1986)-  46 57 14.     (N)    107 48 15.     (W)     SCALED    
 RU0532* NAVD 88     -       868.569  (meters)    2849.63   (feet)  ADJUSTED  
 RU0532  ___________________________________________________________________
 RU0532  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 RU0532  DYNAMIC HT  -         868.540 (meters)    2849.53  (feet)  COMP
 RU0532  MODELED GRAV-     980,550.3   (mgal)                       NAVD 88
 RU0532
 RU0532  VERT ORDER  -  SECOND    CLASS 0
 RU0532
 RU0532.The horizontal coordinates were scaled from a topographic map and have
 RU0532.an estimated accuracy of +/- 6 seconds.
 RU0532
 RU0532.The orthometric height was determined by differential leveling
 RU0532.and adjusted by the National Geodetic Survey in June 1991..
 RU0532
 RU0532.The geoid height was determined by GEOID03.
 RU0532
 RU0532.The dynamic height is computed by dividing the NAVD 88
 RU0532.geopotential number by the normal gravity value computed on the
 RU0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0532.degrees latitude (g = 980.6199 gals.).
 RU0532
 RU0532.The modeled gravity was interpolated from observed gravity values.
 RU0532
 RU0532;                    North         East    Units  Estimated Accuracy
 RU0532;SPC MT       -   301,850.      729,000.      MT  (+/- 180 meters Scaled)
 RU0532
 RU0532                          SUPERSEDED SURVEY CONTROL
 RU0532
 RU0532  NGVD 29 (??/??/92)  867.91   (m)         2847.5    (f) COMPUTED    2 0
 RU0532
 RU0532.Superseded values are not recommended for survey control.
 RU0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0532.See file dsdata.txt to determine how the superseded data were derived.
 RU0532
 RU0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN866038(NAD 83)
 RU0532_MARKER: DB = BENCH MARK DISK
 RU0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0532_SP_SET: CONCRETE POST
 RU0532_STAMPING: 27 RDS 1962
 RU0532_MARK LOGO: USGS  
 RU0532_PROJECTION: FLUSH
 RU0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0532+STABILITY: SURFACE MOTION
 RU0532
 RU0532  HISTORY     - Date     Condition        Report By
 RU0532  HISTORY     - 1962     MONUMENTED       USGS
 RU0532
 RU0532                          STATION DESCRIPTION
 RU0532
 RU0532'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0532'8.9 KM (5.50 MI) SW FROM MOSBY.
 RU0532'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 3.2 MILES
 RU0532'SOUTHALONG GRADED AND TRAIL ROADS, 2.0 MILES SOUTH OF HILL RANCH
 RU0532'BUILDINGS,IN THE SW 1/4 OF SECTION 21, T. 14 N., R. 31 E., 32 FEET
 RU0532'NORTH OF THE CENTER OF THE ROAD AT A BEND IN THE ROAD AND ON A RIDGE.
 RU0532'THE MARK IS 2.2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0552 ***********************************************************************
 TK0552  DESIGNATION -  27 REB
 TK0552  PID         -  TK0552
 TK0552  STATE/COUNTY-  MT/BLAINE
 TK0552  USGS QUAD   -  HORNBECK LAKE (1984)
 TK0552
 TK0552                         *CURRENT SURVEY CONTROL
 TK0552  ___________________________________________________________________
 TK0552* NAD 83(1986)-  48 44 30.     (N)    108 30 18.     (W)     SCALED    
 TK0552* NAVD 88     -       954.475  (meters)    3131.47   (feet)  POSTED    
 TK0552  ___________________________________________________________________
 TK0552  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 TK0552  DYNAMIC HT  -         954.580 (meters)    3131.82  (feet)  COMP
 TK0552  MODELED GRAV-     980,682.9   (mgal)                       NAVD 88
 TK0552
 TK0552  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0552
 TK0552.The horizontal coordinates were scaled from a topographic map and have
 TK0552.an estimated accuracy of +/- 6 seconds.
 TK0552
 TK0552.The orthometric height was determined by differential leveling
 TK0552.and adjusted by the National Geodetic Survey in 1992..
 TK0552.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0552.rate of 0.0 thru 1.0 mm/km.
 TK0552
 TK0552.The geoid height was determined by GEOID03.
 TK0552
 TK0552.The dynamic height is computed by dividing the NAVD 88
 TK0552.geopotential number by the normal gravity value computed on the
 TK0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0552.degrees latitude (g = 980.6199 gals.).
 TK0552
 TK0552.The modeled gravity was interpolated from observed gravity values.
 TK0552
 TK0552;                    North         East    Units  Estimated Accuracy
 TK0552;SPC MT       -   499,610.      673,170.      MT  (+/- 180 meters Scaled)
 TK0552
 TK0552                          SUPERSEDED SURVEY CONTROL
 TK0552
 TK0552.No superseded survey control is available for this station.
 TK0552
 TK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV834017(NAD 83)
 TK0552_MARKER: DB = BENCH MARK DISK
 TK0552_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0552+WITH SETTING: INFORMATION.
 TK0552_SP_SET: SHALLOW-SET METAL ROD
 TK0552_STAMPING: 27 REB 1979
 TK0552_MARK LOGO: USGS  
 TK0552_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0552_ROD/PIPE-DEPTH: 2.44 meters
 TK0552
 TK0552  HISTORY     - Date     Condition        Report By
 TK0552  HISTORY     - 1979     MONUMENTED       USGS
 TK0552
 TK0552                          STATION DESCRIPTION
 TK0552
 TK0552'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0552'32.3 KM (20.10 MI) NE FROM HARLEM.
 TK0552'20.1 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0552'HARLEM ALONG HIGHWAY 241, 0.3 MILES SOUTHWEST OF A NORTH - SOUTH
 TK0552'CROSSROAD, 0.7 MILES EAST OF THE NORTHWEST CORNER OF T34N, R25E, 79
 TK0552'FEET SOUTHEAST OF HIGHWAY 241, 23 FEET SOUTHWEST OF AN ANGLE IN THE
 TK0552'FENCE, AND 1 FOOT NORTHWEST OF THE FENCE.
 TK0552'THE MARK IS 2.7 FT  SW FROM  A WITNESS POST
 TK0552'THE MARK IS 1.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1006 ***********************************************************************
 TN1006  DESIGNATION -  27 RHM
 TN1006  PID         -  TN1006
 TN1006  STATE/COUNTY-  MT/LINCOLN
 TN1006  USGS QUAD   -  ROBINSON MOUNTAIN (1963)
 TN1006
 TN1006                         *CURRENT SURVEY CONTROL
 TN1006  ___________________________________________________________________
 TN1006* NAD 83(1986)-  48 56 38.     (N)    115 29 27.     (W)     SCALED    
 TN1006* NAVD 88     -      1130.007  (meters)    3707.36   (feet)  ADJUSTED  
 TN1006  ___________________________________________________________________
 TN1006  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 TN1006  DYNAMIC HT  -        1130.062 (meters)    3707.55  (feet)  COMP
 TN1006  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 TN1006
 TN1006  VERT ORDER  -  THIRD
 TN1006
 TN1006.The horizontal coordinates were scaled from a topographic map and have
 TN1006.an estimated accuracy of +/- 6 seconds.
 TN1006
 TN1006.The orthometric height was determined by differential leveling
 TN1006.and adjusted by the National Geodetic Survey in June 1991..
 TN1006
 TN1006.The geoid height was determined by GEOID03.
 TN1006
 TN1006.The dynamic height is computed by dividing the NAVD 88
 TN1006.geopotential number by the normal gravity value computed on the
 TN1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1006.degrees latitude (g = 980.6199 gals.).
 TN1006
 TN1006.The modeled gravity was interpolated from observed gravity values.
 TN1006
 TN1006;                    North         East    Units  Estimated Accuracy
 TN1006;SPC MT       -   538,400.      161,590.      MT  (+/- 180 meters Scaled)
 TN1006
 TN1006                          SUPERSEDED SURVEY CONTROL
 TN1006
 TN1006.No superseded survey control is available for this station.
 TN1006
 TN1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ105223(NAD 83)
 TN1006_MARKER: DB = BENCH MARK DISK
 TN1006_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TN1006_SP_SET: UNSPECIFIED ROCK
 TN1006_STAMPING: 27 RHM 963
 TN1006_MARK LOGO: USGS  
 TN1006_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1006+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1006
 TN1006  HISTORY     - Date     Condition        Report By
 TN1006  HISTORY     - 1963     MONUMENTED       USGS
 TN1006
 TN1006                          STATION DESCRIPTION
 TN1006
 TN1006'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1006'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1006'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1006'20.9 MILES NORTH AND WEST ALONG ROAD 92 TO A CURVE, APPROXIMATELY 0.8
 TN1006'MILES EAST FROM CARIBOU CREEK CROSSING, IN THE SOUTHEAST 1/4 CORNER
 TN1006'OF SECTION 27/TOWNSHIP 37 NORTH/RANGE 30 WEST, 20 FEET SOUTH AND 3.5
 TN1006'FEET HIGHER THAN THE ROAD, IN THE TOP OF A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0723 ***********************************************************************
 TL0723  DESIGNATION -  27 WAC
 TL0723  PID         -  TL0723
 TL0723  STATE/COUNTY-  MT/HILL
 TL0723  USGS QUAD   -  NINEMILE COULEE WEST (1972)
 TL0723
 TL0723                         *CURRENT SURVEY CONTROL
 TL0723  ___________________________________________________________________
 TL0723* NAD 83(1986)-  48 51 22.     (N)    110 17 34.     (W)     SCALED    
 TL0723* NAVD 88     -       858.027  (meters)    2815.04   (feet)  ADJUSTED  
 TL0723  ___________________________________________________________________
 TL0723  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TL0723  DYNAMIC HT  -         858.124 (meters)    2815.36  (feet)  COMP
 TL0723  MODELED GRAV-     980,695.2   (mgal)                       NAVD 88
 TL0723
 TL0723  VERT ORDER  -  THIRD
 TL0723
 TL0723.The horizontal coordinates were scaled from a topographic map and have
 TL0723.an estimated accuracy of +/- 6 seconds.
 TL0723
 TL0723.The orthometric height was determined by differential leveling
 TL0723.and adjusted by the National Geodetic Survey in June 1991..
 TL0723
 TL0723.The geoid height was determined by GEOID03.
 TL0723
 TL0723.The dynamic height is computed by dividing the NAVD 88
 TL0723.geopotential number by the normal gravity value computed on the
 TL0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0723.degrees latitude (g = 980.6199 gals.).
 TL0723
 TL0723.The modeled gravity was interpolated from observed gravity values.
 TL0723
 TL0723;                    North         East    Units  Estimated Accuracy
 TL0723;SPC MT       -   512,160.      541,830.      MT  (+/- 180 meters Scaled)
 TL0723
 TL0723                          SUPERSEDED SURVEY CONTROL
 TL0723
 TL0723.No superseded survey control is available for this station.
 TL0723
 TL0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV518117(NAD 83)
 TL0723_MARKER: DB = BENCH MARK DISK
 TL0723_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0723_SP_SET: PREFAB CONC. POST IN EARTH
 TL0723_STAMPING: 27 WAC 1963 2812
 TL0723_MARK LOGO: USGS  
 TL0723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0723+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0723
 TL0723  HISTORY     - Date     Condition        Report By
 TL0723  HISTORY     - 1963     MONUMENTED       USGS
 TL0723
 TL0723                          STATION DESCRIPTION
 TL0723
 TL0723'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0723'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0723'THENCE 17 MILES NORTH, IN THE NORTHEAST CORNER OF SECTION 27/TOWNSHIP
 TL0723'36 NORTH/RANGE 11 EAST, 32 FEET SOUTH AND 77 FEET WEST AND 0.7 FEET
 TL0723'HIGHER THAN CROSSROADS, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0724 ***********************************************************************
 TL0724  DESIGNATION -  27 WAC RM
 TL0724  PID         -  TL0724
 TL0724  STATE/COUNTY-  MT/HILL
 TL0724  USGS QUAD   -  NINEMILE COULEE WEST (1972)
 TL0724
 TL0724                         *CURRENT SURVEY CONTROL
 TL0724  ___________________________________________________________________
 TL0724* NAD 83(1986)-  48 51 26.     (N)    110 17 35.     (W)     SCALED    
 TL0724* NAVD 88     -       859.721  (meters)    2820.60   (feet)  ADJUSTED  
 TL0724  ___________________________________________________________________
 TL0724  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TL0724  DYNAMIC HT  -         859.819 (meters)    2820.92  (feet)  COMP
 TL0724  MODELED GRAV-     980,694.9   (mgal)                       NAVD 88
 TL0724
 TL0724  VERT ORDER  -  THIRD
 TL0724
 TL0724.The horizontal coordinates were scaled from a topographic map and have
 TL0724.an estimated accuracy of +/- 6 seconds.
 TL0724
 TL0724.The orthometric height was determined by differential leveling
 TL0724.and adjusted by the National Geodetic Survey in June 1991..
 TL0724
 TL0724.The geoid height was determined by GEOID03.
 TL0724
 TL0724.The dynamic height is computed by dividing the NAVD 88
 TL0724.geopotential number by the normal gravity value computed on the
 TL0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0724.degrees latitude (g = 980.6199 gals.).
 TL0724
 TL0724.The modeled gravity was interpolated from observed gravity values.
 TL0724
 TL0724;                    North         East    Units  Estimated Accuracy
 TL0724;SPC MT       -   512,290.      541,810.      MT  (+/- 180 meters Scaled)
 TL0724
 TL0724                          SUPERSEDED SURVEY CONTROL
 TL0724
 TL0724.No superseded survey control is available for this station.
 TL0724
 TL0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV518118(NAD 83)
 TL0724_MARKER: Q = CHISELED SQUARE
 TL0724_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 TL0724_SP_SET: BASE OF STORAGE BIN
 TL0724_MARK LOGO: NONE  
 TL0724_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TL0724+STABILITY: POSITION/ELEVATION WELL
 TL0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0724+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0724
 TL0724  HISTORY     - Date     Condition        Report By
 TL0724  HISTORY     - 1963     MONUMENTED       USGS
 TL0724
 TL0724                          STATION DESCRIPTION
 TL0724
 TL0724'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0724'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0724'THENCE 17 MILES NORTH, IN THE NORTHEAST CORNER OF SECTION 27/TOWNSHIP
 TL0724'36 NORTH/RANGE 11 EAST, 308 FEET NORTH AND 23 FEET WEST OF
 TL0724'CROSSROADS, IN THE CONCRETE BASE AT THE OPENING OF A GRAIN STORAGE
 TL0724'BIN, A CHISLED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0358 ***********************************************************************
 RU0358  DESIGNATION -  27 WR
 RU0358  PID         -  RU0358
 RU0358  STATE/COUNTY-  MT/YELLOWSTONE
 RU0358  USGS QUAD   -  WACO (1980)
 RU0358
 RU0358                         *CURRENT SURVEY CONTROL
 RU0358  ___________________________________________________________________
 RU0358* NAD 83(1986)-  46 06 17.     (N)    107 37 47.     (W)     SCALED    
 RU0358* NAVD 88     -       839.817  (meters)    2755.30   (feet)  ADJUSTED  
 RU0358  ___________________________________________________________________
 RU0358  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 RU0358  DYNAMIC HT  -         839.696 (meters)    2754.90  (feet)  COMP
 RU0358  MODELED GRAV-     980,442.7   (mgal)                       NAVD 88
 RU0358
 RU0358  VERT ORDER  -  FIRST     CLASS II
 RU0358
 RU0358.The horizontal coordinates were scaled from a topographic map and have
 RU0358.an estimated accuracy of +/- 6 seconds.
 RU0358
 RU0358.The orthometric height was determined by differential leveling
 RU0358.and adjusted by the National Geodetic Survey in June 1991..
 RU0358
 RU0358.The geoid height was determined by GEOID03.
 RU0358
 RU0358.The dynamic height is computed by dividing the NAVD 88
 RU0358.geopotential number by the normal gravity value computed on the
 RU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0358.degrees latitude (g = 980.6199 gals.).
 RU0358
 RU0358.The modeled gravity was interpolated from observed gravity values.
 RU0358
 RU0358;                    North         East    Units  Estimated Accuracy
 RU0358;SPC MT       -   207,840.      744,520.      MT  (+/- 180 meters Scaled)
 RU0358
 RU0358                          SUPERSEDED SURVEY CONTROL
 RU0358
 RU0358  NGVD 29 (??/??/92)  839.153  (m)         2753.12   (f) ADJ UNCH    1 2
 RU0358
 RU0358.Superseded values are not recommended for survey control.
 RU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0358.See file dsdata.txt to determine how the superseded data were derived.
 RU0358
 RU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM967090(NAD 83)
 RU0358_MARKER: DD = SURVEY DISK
 RU0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0358_STAMPING: 27 WR 2753 1957
 RU0358_MARK LOGO: USGS  
 RU0358_PROJECTION: RECESSED 10 CENTIMETERS
 RU0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0358+STABILITY: SURFACE MOTION
 RU0358
 RU0358  HISTORY     - Date     Condition        Report By
 RU0358  HISTORY     - 1957     MONUMENTED       USGS
 RU0358  HISTORY     - 1960     GOOD             NGS
 RU0358  HISTORY     - 1981     GOOD             NGS
 RU0358
 RU0358                          STATION DESCRIPTION
 RU0358
 RU0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0358'4.0 MI SW FROM CUSTER.
 RU0358'ABOUT 4.0 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0358'STATION AT CUSTER, IN SECTION 9, T 4 N, R 33 E, 12 1/2 POLES SOUTHWEST
 RU0358'OF MILEPOST 176, 133 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL,
 RU0358'141 FEET NORTHWEST OF THE CENTER LINE OF A ROAD CROSSING, 59 FEET
 RU0358'SOUTH-SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 1/2 FEET
 RU0358'SOUTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT
 RU0358'5 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE
 RU0358'POST PROJECTING 4 INCHES.
 RU0358
 RU0358                          STATION RECOVERY (1981)
 RU0358
 RU0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0358'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0358'6.4 KM (4.0 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0358'FROM THE RAILROAD STATION IN CUSTER, 0.6 KM (0.35 MI) SOUTHWEST OF
 RU0358'MILE POST 176, 43.0 METERS (141.0 FT) NORTHWEST OF THE CENTER OF A
 RU0358'FIELD ROAD CROSSING, 40.5 METERS (133.0 FT) NORTH-NORTHWEST OF THE
 RU0358'NEAR RAIL, 18.0 METERS (59.0 FT) WEST OF A FIELD ROAD LEADING NORTH,
 RU0358'AND 1.1 METERS (3.5 FT) SOUTHEAST OF A FENCE.
 RU0358'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RU0358'THE MARK IS 1.7 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0713 ***********************************************************************
 TJ0713  DESIGNATION -  27 WR
 TJ0713  PID         -  TJ0713
 TJ0713  STATE/COUNTY-  MT/VALLEY
 TJ0713  USGS QUAD   -  GENEVIEVE (1984)
 TJ0713
 TJ0713                         *CURRENT SURVEY CONTROL
 TJ0713  ___________________________________________________________________
 TJ0713* NAD 83(1986)-  48 41 40.     (N)    107 14 19.     (W)     SCALED    
 TJ0713* NAVD 88     -       694.258  (meters)    2277.74   (feet)  POSTED    
 TJ0713  ___________________________________________________________________
 TJ0713  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0713  DYNAMIC HT  -         694.360 (meters)    2278.08  (feet)  COMP
 TJ0713  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 TJ0713
 TJ0713  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0713
 TJ0713.The horizontal coordinates were scaled from a topographic map and have
 TJ0713.an estimated accuracy of +/- 6 seconds.
 TJ0713
 TJ0713.The orthometric height was determined by differential leveling
 TJ0713.and adjusted by the National Geodetic Survey in 1992..
 TJ0713.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0713.rate of 0.0 thru 1.0 mm/km.
 TJ0713
 TJ0713.The geoid height was determined by GEOID03.
 TJ0713
 TJ0713.The dynamic height is computed by dividing the NAVD 88
 TJ0713.geopotential number by the normal gravity value computed on the
 TJ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0713.degrees latitude (g = 980.6199 gals.).
 TJ0713
 TJ0713.The modeled gravity was interpolated from observed gravity values.
 TJ0713
 TJ0713;                    North         East    Units  Estimated Accuracy
 TJ0713;SPC MT       -   496,290.      766,430.      MT  (+/- 180 meters Scaled)
 TJ0713
 TJ0713                          SUPERSEDED SURVEY CONTROL
 TJ0713
 TJ0713.No superseded survey control is available for this station.
 TJ0713
 TJ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP352959(NAD 83)
 TJ0713_MARKER: DB = BENCH MARK DISK
 TJ0713_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TJ0713_SP_SET: CONCRETE BRIDGE ABUTMENT
 TJ0713_STAMPING: 27 WR 2276 1968
 TJ0713_MARK LOGO: USGS  
 TJ0713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0713+STABILITY: SURFACE MOTION
 TJ0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0713+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0713
 TJ0713  HISTORY     - Date     Condition        Report By
 TJ0713  HISTORY     - 1968     MONUMENTED       USGS
 TJ0713
 TJ0713                          STATION DESCRIPTION
 TJ0713
 TJ0713'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0713'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 18.8 MILES SOUTH
 TJ0713'AND EAST TO A Y-ROAD, THENCE 4.0 MILES SOUTH ALONG ROAD TO FRENCHMAN
 TJ0713'RESERVOIR SPILLWAY, THENCE 0.2 MILES EAST, IN THE SOUTHWEST CORNER OF
 TJ0713'THE NORTHEAST 1/4 OF SECTION 23/TOWNSHIP 34 NORTH/RANGE 34 EAST, IN
 TJ0713'THE NORTHEAST END OF THE SOUTHEAST ABUNTMENT OF A CONCRETE BRIDGE
 TJ0713'OVER FRENCHMAN CREEK RESERVOIR SPILLWAY, CEMENTED IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0040 ***********************************************************************
 TL0040  DESIGNATION -  2708.6
 TL0040  PID         -  TL0040
 TL0040  STATE/COUNTY-  MT/CHOUTEAU
 TL0040  USGS QUAD   -  VERONA (1953)
 TL0040
 TL0040                         *CURRENT SURVEY CONTROL
 TL0040  ___________________________________________________________________
 TL0040* NAD 83(1986)-  48 05 20.     (N)    110 13 49.     (W)     SCALED    
 TL0040* NAVD 88     -       826.430  (meters)    2711.38   (feet)  ADJUSTED  
 TL0040  ___________________________________________________________________
 TL0040  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TL0040  DYNAMIC HT  -         826.458 (meters)    2711.47  (feet)  COMP
 TL0040  MODELED GRAV-     980,618.5   (mgal)                       NAVD 88
 TL0040
 TL0040  VERT ORDER  -  SECOND    CLASS 0
 TL0040
 TL0040.The horizontal coordinates were scaled from a topographic map and have
 TL0040.an estimated accuracy of +/- 6 seconds.
 TL0040
 TL0040.The orthometric height was determined by differential leveling
 TL0040.and adjusted by the National Geodetic Survey in June 1991..
 TL0040
 TL0040.The geoid height was determined by GEOID03.
 TL0040
 TL0040.The dynamic height is computed by dividing the NAVD 88
 TL0040.geopotential number by the normal gravity value computed on the
 TL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0040.degrees latitude (g = 980.6199 gals.).
 TL0040
 TL0040.The modeled gravity was interpolated from observed gravity values.
 TL0040
 TL0040;                    North         East    Units  Estimated Accuracy
 TL0040;SPC MT       -   426,830.      545,620.      MT  (+/- 180 meters Scaled)
 TL0040
 TL0040                          SUPERSEDED SURVEY CONTROL
 TL0040
 TL0040  NGVD 29 (??/??/92)  825.575  (m)         2708.57   (f) ADJ UNCH    2 0
 TL0040
 TL0040.Superseded values are not recommended for survey control.
 TL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0040.See file dsdata.txt to determine how the superseded data were derived.
 TL0040
 TL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU573264(NAD 83)
 TL0040_MARKER: DD = SURVEY DISK
 TL0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0040_SP_SET: IRON PIPE
 TL0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0040
 TL0040  HISTORY     - Date     Condition        Report By
 TL0040  HISTORY     - UNK      MONUMENTED       USGS
 TL0040  HISTORY     - 1934     GOOD             NGS
 TL0040
 TL0040                          STATION DESCRIPTION
 TL0040
 TL0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0040'0.3 MI N FROM BIG SANDY.
 TL0040'0.3 MILE N OF AND ALONG THE G N R R AT A ROAD CROSSING AND IN THE R/W
 TL0040'FENCE CORNER.  95 FEET N OF CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0316 ***********************************************************************
 TN0316  DESIGNATION -  2726
 TN0316  PID         -  TN0316
 TN0316  STATE/COUNTY-  MT/LINCOLN
 TN0316  USGS QUAD   -  HORSE MOUNTAIN (1983)
 TN0316
 TN0316                         *CURRENT SURVEY CONTROL
 TN0316  ___________________________________________________________________
 TN0316* NAD 83(1986)-  48 13 52.     (N)    115 28 54.     (W)     SCALED    
 TN0316* NAVD 88     -       832.095  (meters)    2729.97   (feet)  ADJUSTED  
 TN0316  ___________________________________________________________________
 TN0316  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 TN0316  DYNAMIC HT  -         832.111 (meters)    2730.02  (feet)  COMP
 TN0316  MODELED GRAV-     980,604.2   (mgal)                       NAVD 88
 TN0316
 TN0316  VERT ORDER  -  SECOND    CLASS 0
 TN0316
 TN0316.The horizontal coordinates were scaled from a topographic map and have
 TN0316.an estimated accuracy of +/- 6 seconds.
 TN0316
 TN0316.The orthometric height was determined by differential leveling
 TN0316.and adjusted by the National Geodetic Survey in June 1991..
 TN0316
 TN0316.The geoid height was determined by GEOID03.
 TN0316
 TN0316.The dynamic height is computed by dividing the NAVD 88
 TN0316.geopotential number by the normal gravity value computed on the
 TN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0316.degrees latitude (g = 980.6199 gals.).
 TN0316
 TN0316.The modeled gravity was interpolated from observed gravity values.
 TN0316
 TN0316;                    North         East    Units  Estimated Accuracy
 TN0316;SPC MT       -   459,340.      156,210.      MT  (+/- 180 meters Scaled)
 TN0316
 TN0316                          SUPERSEDED SURVEY CONTROL
 TN0316
 TN0316  NGVD 29 (??/??/92)  830.918  (m)         2726.10   (f) ADJ UNCH    2 0
 TN0316
 TN0316.Superseded values are not recommended for survey control.
 TN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0316.See file dsdata.txt to determine how the superseded data were derived.
 TN0316
 TN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP127431(NAD 83)
 TN0316_MARKER: DD = SURVEY DISK
 TN0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0316_STAMPING: 2726 2936 - 12 -
 TN0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0316+STABILITY: SURFACE MOTION
 TN0316
 TN0316  HISTORY     - Date     Condition        Report By
 TN0316  HISTORY     - UNK      MONUMENTED       USDA
 TN0316  HISTORY     - 1952     GOOD             NGS
 TN0316
 TN0316                          STATION DESCRIPTION
 TN0316
 TN0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0316'12.1 MI SE FROM LIBBY.
 TN0316'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0316'STATION AT LIBBY, THENCE 11.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 2,
 TN0316'0.5 MILE NORTH OF A STEEL BRIDGE, 0.15 MILE NORTH OF THE T JUNCTION OF
 TN0316'A GRAVEL ROAD LEADING WEST, 105 FEET NORTHWEST OF THE CENTER OF THE
 TN0316'JUNCTION OF A DIM TRACK ROAD LEADING SOUTHWEST, 51 1/2 FEET WEST OF
 TN0316'THE CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTHWEST OF A WITNESS POST,
 TN0316'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TN0316'POST PROJECTING 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0315 ***********************************************************************
 TN0315  DESIGNATION -  2730
 TN0315  PID         -  TN0315
 TN0315  STATE/COUNTY-  MT/LINCOLN
 TN0315  USGS QUAD   -  HORSE MOUNTAIN (1983)
 TN0315
 TN0315                         *CURRENT SURVEY CONTROL
 TN0315  ___________________________________________________________________
 TN0315* NAD 83(1992)-  48 13 14.68209(N)    115 28 20.15313(W)     ADJUSTED  
 TN0315* NAVD 88     -       833.177  (meters)    2733.51   (feet)  ADJUSTED  
 TN0315  ___________________________________________________________________
 TN0315  X           -  -1,831,251.345 (meters)                     COMP
 TN0315  Y           -  -3,844,086.015 (meters)                     COMP
 TN0315  Z           -   4,733,874.418 (meters)                     COMP
 TN0315  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 TN0315  ELLIP HEIGHT-         817.11  (meters)          (07/28/92) GPS OBS
 TN0315  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 TN0315  DYNAMIC HT  -         833.191 (meters)    2733.56  (feet)  COMP
 TN0315  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 TN0315
 TN0315  HORZ ORDER  -  FIRST
 TN0315  VERT ORDER  -  SECOND    CLASS 0
 TN0315  ELLP ORDER  -  FIFTH     CLASS I
 TN0315
 TN0315.The horizontal coordinates were established by GPS observations
 TN0315.and adjusted by the National Geodetic Survey in July 1992..
 TN0315
 TN0315.The orthometric height was determined by differential leveling
 TN0315.and adjusted by the National Geodetic Survey in June 1991..
 TN0315
 TN0315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0315
 TN0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0315
 TN0315.The ellipsoidal height was determined by GPS observations
 TN0315.and is referenced to NAD 83.
 TN0315
 TN0315.The geoid height was determined by GEOID03.
 TN0315
 TN0315.The dynamic height is computed by dividing the NAVD 88
 TN0315.geopotential number by the normal gravity value computed on the
 TN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0315.degrees latitude (g = 980.6199 gals.).
 TN0315
 TN0315.The modeled gravity was interpolated from observed gravity values.
 TN0315
 TN0315;                    North         East     Units Scale Factor Converg.
 TN0315;SPC MT       -   458,134.800   156,822.441   MT  0.99961586   -4 22 07.5
 TN0315;SPC MT       - 1,503,066.93    514,509.32   iFT  0.99961586   -4 22 07.5
 TN0315;UTM  11      - 5,341,963.862   613,473.671   MT  0.99975821   +1 08 21.8
 TN0315
 TN0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0315!SPC MT       -   0.99987195  x   0.99961586  =   0.99948786
 TN0315!UTM  11      -   0.99987195  x   0.99975821  =   0.99963019
 TN0315
 TN0315                          SUPERSEDED SURVEY CONTROL
 TN0315
 TN0315  NAD 83(1986)-  48 13 14.69422(N)    115 28 20.15883(W) AD(       ) 1
 TN0315  NGVD 29 (??/??/92)  832.002  (m)         2729.66   (f) ADJ UNCH    2 0
 TN0315
 TN0315.Superseded values are not recommended for survey control.
 TN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0315.See file dsdata.txt to determine how the superseded data were derived.
 TN0315
 TN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1347441964(NAD 83)
 TN0315_MARKER: DB = BENCH MARK DISK
 TN0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0315_STAMPING: 2730 1936 22 -
 TN0315_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0315+STABILITY: SURFACE MOTION
 TN0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0315+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TN0315
 TN0315  HISTORY     - Date     Condition        Report By
 TN0315  HISTORY     - 1986     MONUMENTED       USDA
 TN0315  HISTORY     - 1952     GOOD             NGS
 TN0315
 TN0315                          STATION DESCRIPTION
 TN0315
 TN0315'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1986 (CWW)
 TN0315'THE MARK IS LOCATED ABOUT 19.8 KM (12.4 MI) SOUTHEAST OF LIBBY,
 TN0315'0.56 KM (0.35 MI) SOUTHEAST OF LIBBY CREEK AND ALONG THE SOUTHWEST
 TN0315'RIGHT OF WAY OF U.S. HIGHWAY 2.  IT IS IN A DITCH BETWEEN A FENCE
 TN0315'AND THE HIGHWAY.
 TN0315'
 TN0315'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 37,
 TN0315'IN LIBBY, GO SOUTHEAST ON U.S. HIGHWAY 2 FOR 19.8 KM (12.4 MI) TO A
 TN0315'STEEL BRIDGE OVER LIBBY CREEK.  CONTINUE SOUTHEAST ON THE HIGHWAY
 TN0315'FOR 0.56 KM (0.35 MI) TO THE MARK ON THE RIGHT.
 TN0315'
 TN0315'THE BENCH MARK IS STAMPED---2730 1936 22---.  IT IS A USDA BENCH
 TN0315'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING ABOUT
 TN0315'0.2 METER (0.6 FT).  IT IS 10.36 METERS (34.0 FT) SOUTHWEST OF THE
 TN0315'CENTER OF THE HIGHWAY, 1.77 METERS (5.8 FT) NORTHEAST OF A FENCE AND
 TN0315'0.85 METER (2.8 FT) EAST OF A USDA WITNESS POST.
 TN0315'
 TN0315'THIS BENCH MARK WAS OCCUPIED BY GPS AT THIS TIME AND IS NOW A
 TN0315'HORIZONTAL CONTROL STATION.
 TN0315
 TN0315                          STATION RECOVERY (1952)
 TN0315
 TN0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TN0315'12.9 MI SE FROM LIBBY.
 TN0315'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0315'STATION AT LIBBY, THENCE 12.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 2,
 TN0315'0.35 MILE SOUTHEAST OF A STEEL BRIDGE, 0.25 MILE NORTHWEST OF THE T
 TN0315'JUNCTION OF A ROAD LEADING NORTHEAST, 34 1/2 FEET SOUTHWEST OF THE
 TN0315'CENTER LINE OF THE HIGHWAY, 5.8 FEET NORTHEAST OF A FENCE, 2.8 FEET
 TN0315'EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET
 TN0315'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0674 ***********************************************************************
 TN0674  DESIGNATION -  27+66.94
 TN0674  PID         -  TN0674
 TN0674  STATE/COUNTY-  MT/LINCOLN
 TN0674  USGS QUAD   -  ALEXANDER MOUNTAIN (1983)
 TN0674
 TN0674                         *CURRENT SURVEY CONTROL
 TN0674  ___________________________________________________________________
 TN0674* NAD 83(1986)-  48 24 32.     (N)    115 18 36.     (W)     SCALED    
 TN0674* NAVD 88     -       754.777  (meters)    2476.30   (feet)  ADJUSTED  
 TN0674  ___________________________________________________________________
 TN0674  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TN0674  DYNAMIC HT  -         754.829 (meters)    2476.47  (feet)  COMP
 TN0674  MODELED GRAV-     980,656.4   (mgal)                       NAVD 88
 TN0674
 TN0674  VERT ORDER  -  FIRST     CLASS II
 TN0674
 TN0674.The horizontal coordinates were scaled from a topographic map and have
 TN0674.an estimated accuracy of +/- 6 seconds.
 TN0674
 TN0674.The orthometric height was determined by differential leveling
 TN0674.and adjusted by the National Geodetic Survey in June 1991..
 TN0674
 TN0674.The geoid height was determined by GEOID03.
 TN0674
 TN0674.The dynamic height is computed by dividing the NAVD 88
 TN0674.geopotential number by the normal gravity value computed on the
 TN0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0674.degrees latitude (g = 980.6199 gals.).
 TN0674
 TN0674.The modeled gravity was interpolated from observed gravity values.
 TN0674
 TN0674;                    North         East    Units  Estimated Accuracy
 TN0674;SPC MT       -   478,090.      170,390.      MT  (+/- 180 meters Scaled)
 TN0674
 TN0674                          SUPERSEDED SURVEY CONTROL
 TN0674
 TN0674.No superseded survey control is available for this station.
 TN0674
 TN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP250631(NAD 83)
 TN0674_MARKER: DD = SURVEY DISK
 TN0674_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 TN0674_SP_SET: LARGE CONCRETE DAM
 TN0674_STAMPING: STA 27+66.94 2.00 D/S ELEV 2472.471
 TN0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0674+STABILITY: POSITION/ELEVATION WELL
 TN0674
 TN0674  HISTORY     - Date     Condition        Report By
 TN0674  HISTORY     - 1971     MONUMENTED       DOD
 TN0674  HISTORY     - 1980     GOOD             NGS
 TN0674
 TN0674                          STATION DESCRIPTION
 TN0674
 TN0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0674'27.9 KM NE FROM LIBBY.
 TN0674'27.7 KILOMETER (17.1 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0674'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, THENCE 0.2 KILOMETER
 TN0674'(0.1 MILE) NORHTWEST ALONG THE CONCRETE ROADWAY ON TOP OF THE LIBBY
 TN0674'DAM, SET IN TOP OF THE NORTHEAST SIDEWALK OF THE DAM, 5.6 METER
 TN0674'(18.3 FEET) NORTHEAST OF THE CENTERLINE OF THE ROADWAY, 3.8 METER
 TN0674'(12.5 FEET) SOUTHEAST OF THE THIRD SET OF PIPES AND PUMP CONTROLS
 TN0674'NORTHWEST OF THE SOUTHEAST END OF THE DAM, 0.8 METER (2.5 FEET)
 TN0674'SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHEAST CONCRETE
 TN0674'BANISTER OF THE DAM.
 TN0674'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0195 ***********************************************************************
 TN0195  DESIGNATION -  2787
 TN0195  PID         -  TN0195
 TN0195  STATE/COUNTY-  MT/LINCOLN
 TN0195  USGS QUAD   -  FORTINE (1983)
 TN0195
 TN0195                         *CURRENT SURVEY CONTROL
 TN0195  ___________________________________________________________________
 TN0195* NAD 83(1986)-  48 48 35.     (N)    114 58 04.     (W)     SCALED    
 TN0195* NAVD 88     -       847.391  (meters)    2780.15   (feet)  ADJUSTED  
 TN0195  ___________________________________________________________________
 TN0195  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 TN0195  DYNAMIC HT  -         847.431 (meters)    2780.28  (feet)  COMP
 TN0195  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 TN0195
 TN0195  VERT ORDER  -  FIRST     CLASS II
 TN0195
 TN0195.The horizontal coordinates were scaled from a topographic map and have
 TN0195.an estimated accuracy of +/- 6 seconds.
 TN0195
 TN0195.The orthometric height was determined by differential leveling
 TN0195.and adjusted by the National Geodetic Survey in June 1991..
 TN0195.WARNING-Repeat measurements at this control monument indicate possible
 TN0195.vertical movement.
 TN0195
 TN0195.The geoid height was determined by GEOID03.
 TN0195
 TN0195.The dynamic height is computed by dividing the NAVD 88
 TN0195.geopotential number by the normal gravity value computed on the
 TN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0195.degrees latitude (g = 980.6199 gals.).
 TN0195
 TN0195.The modeled gravity was interpolated from observed gravity values.
 TN0195
 TN0195;                    North         East    Units  Estimated Accuracy
 TN0195;SPC MT       -   520,720.      198,760.      MT  (+/- 180 meters Scaled)
 TN0195
 TN0195                          SUPERSEDED SURVEY CONTROL
 TN0195
 TN0195  NGVD 29 (??/??/92)  846.174  (m)         2776.16   (f) ADJ UNCH    1 2
 TN0195
 TN0195.Superseded values are not recommended for survey control.
 TN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0195.See file dsdata.txt to determine how the superseded data were derived.
 TN0195
 TN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ492082(NAD 83)
 TN0195_MARKER: DD = SURVEY DISK
 TN0195_SETTING: 80 = SET IN A BOULDER
 TN0195_SP_SET: BOULDER
 TN0195_STAMPING: 2787 9 30 1913
 TN0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0195+STABILITY: SURFACE MOTION
 TN0195
 TN0195  HISTORY     - Date     Condition        Report By
 TN0195  HISTORY     - UNK      MONUMENTED       USGS
 TN0195  HISTORY     - 1946     GOOD             NGS
 TN0195
 TN0195                          STATION DESCRIPTION
 TN0195
 TN0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0195'6.5 MI SE FROM EUREKA.
 TN0195'6.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0195'AT EUREKA, LINCOLN COUNTY, 0.25 MILE NORTHWEST OF A ROAD CROSSING, 825
 TN0195'FEET NORTHWEST OF MILEPOST 1265, 500 FEET NORTHWEST OF TWO 10-INCH
 TN0195'PIPES USED AS CONTAINERS OF SIGNAL DEVICES, 115 FEET SOUTH OF THE
 TN0195'SOUTH END OF A CUT, 40 FEET WEST OF THE WEST RAIL, 51 FEET EAST OF THE
 TN0195'RIGHT-OF-WAY FENCE, IN THE TOP OF A BOULDER, AND ABOUT 3 FEET LOWER
 TN0195'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 TN0195'STAMPED 2787 9 30 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0001 ***********************************************************************
 TL0001  DESIGNATION -  2794
 TL0001  PID         -  TL0001
 TL0001  STATE/COUNTY-  MT/HILL
 TL0001  USGS QUAD   -  KREMLIN (1969)
 TL0001
 TL0001                         *CURRENT SURVEY CONTROL
 TL0001  ___________________________________________________________________
 TL0001* NAD 83(1986)-  48 34 09.     (N)    110 01 36.     (W)     SCALED    
 TL0001* NAVD 88     -       852.545  (meters)    2797.06   (feet)  ADJUSTED  
 TL0001  ___________________________________________________________________
 TL0001  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 TL0001  DYNAMIC HT  -         852.627 (meters)    2797.33  (feet)  COMP
 TL0001  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 TL0001
 TL0001  VERT ORDER  -  FIRST     CLASS II
 TL0001
 TL0001.The horizontal coordinates were scaled from a topographic map and have
 TL0001.an estimated accuracy of +/- 6 seconds.
 TL0001
 TL0001.The orthometric height was determined by differential leveling
 TL0001.and adjusted by the National Geodetic Survey in June 1991..
 TL0001
 TL0001.The geoid height was determined by GEOID03.
 TL0001
 TL0001.The dynamic height is computed by dividing the NAVD 88
 TL0001.geopotential number by the normal gravity value computed on the
 TL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0001.degrees latitude (g = 980.6199 gals.).
 TL0001
 TL0001.The modeled gravity was interpolated from observed gravity values.
 TL0001
 TL0001;                    North         East    Units  Estimated Accuracy
 TL0001;SPC MT       -   480,090.      561,140.      MT  (+/- 180 meters Scaled)
 TL0001
 TL0001                          SUPERSEDED SURVEY CONTROL
 TL0001
 TL0001  NGVD 29 (??/??/92)  851.736  (m)         2794.40   (f) ADJ UNCH    1 2
 TL0001
 TL0001.Superseded values are not recommended for survey control.
 TL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0001.See file dsdata.txt to determine how the superseded data were derived.
 TL0001
 TL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU718800(NAD 83)
 TL0001_MARKER: P = PIPE CAP
 TL0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0001_PROJECTION: FLUSH
 TL0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0001
 TL0001  HISTORY     - Date     Condition        Report By
 TL0001  HISTORY     - UNK      MONUMENTED       USGS
 TL0001  HISTORY     - 1934     MARK NOT FOUND   NGS
 TL0001  HISTORY     - 1979     GOOD             NGS
 TL0001
 TL0001                          STATION DESCRIPTION
 TL0001
 TL0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0001'2 MI W FROM FRESNO.
 TL0001'2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM FRESNO, HILL
 TL0001'COUNTY, ON A HILL, 225 YARDS SOUTH OF THE TRACK, AND REFERENCED BY 3
 TL0001'IRON PIPES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 TL0001'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TL0001
 TL0001                          STATION RECOVERY (1979)
 TL0001
 TL0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0001'2.7 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TL0001'IN KREMLIN, SET ON TOP OF A SMALL KNOLL IN THE MIDDLE OF A CULTIVATED
 TL0001'FIELD, 0.5 MILE EAST OF MILE POST NUMBER 478, 0.1 MILE WEST OF A DIM
 TL0001'CROSSING, 675 FEET SOUTH OF THE SOUTH RAIL, AND 565 FEET SOUTH OF A
 TL0001'FENCE.
 TL0001'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TL0001'THE MARK IS 8 FT ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0130 ***********************************************************************
 RV0130  DESIGNATION -  2798.87
 RV0130  PID         -  RV0130
 RV0130  STATE/COUNTY-  MT/FERGUS
 RV0130  USGS QUAD   -  MILK SPRINGS (1986)
 RV0130
 RV0130                         *CURRENT SURVEY CONTROL
 RV0130  ___________________________________________________________________
 RV0130* NAD 83(1986)-  46 57 25.     (N)    108 45 01.     (W)     SCALED    
 RV0130* NAVD 88     -      1157.784  (meters)    3798.50   (feet)  ADJUSTED  
 RV0130  ___________________________________________________________________
 RV0130  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RV0130  DYNAMIC HT  -        1157.668 (meters)    3798.12  (feet)  COMP
 RV0130  MODELED GRAV-     980,472.9   (mgal)                       NAVD 88
 RV0130
 RV0130  VERT ORDER  -  SECOND    CLASS 0
 RV0130
 RV0130.The horizontal coordinates were scaled from a topographic map and have
 RV0130.an estimated accuracy of +/- 6 seconds.
 RV0130
 RV0130.The orthometric height was determined by differential leveling
 RV0130.and adjusted by the National Geodetic Survey in June 1991..
 RV0130
 RV0130.The geoid height was determined by GEOID03.
 RV0130
 RV0130.The dynamic height is computed by dividing the NAVD 88
 RV0130.geopotential number by the normal gravity value computed on the
 RV0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0130.degrees latitude (g = 980.6199 gals.).
 RV0130
 RV0130.The modeled gravity was interpolated from observed gravity values.
 RV0130
 RV0130;                    North         East    Units  Estimated Accuracy
 RV0130;SPC MT       -   301,070.      657,030.      MT  (+/- 180 meters Scaled)
 RV0130
 RV0130                          SUPERSEDED SURVEY CONTROL
 RV0130
 RV0130  NGVD 29 (??/??/92) 1156.985  (m)         3795.88   (f) ADJ UNCH    2 0
 RV0130
 RV0130.Superseded values are not recommended for survey control.
 RV0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0130.See file dsdata.txt to determine how the superseded data were derived.
 RV0130
 RV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT711028(NAD 83)
 RV0130_MARKER: Z = SEE DESCRIPTION
 RV0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0130
 RV0130  HISTORY     - Date     Condition        Report By
 RV0130  HISTORY     - UNK      MONUMENTED       MTDH
 RV0130  HISTORY     - 1934     GOOD             NGS
 RV0130
 RV0130                          STATION DESCRIPTION
 RV0130
 RV0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RV0130'4.3 MI N FROM BATTRICK.
 RV0130'4.3 MILES NORTH ALONG U.S. HIGHWAY 87 FROM BATTRICK, FERGUS COUNTY,
 RV0130'500 FEET NORTH OF A BRIDGE, 50 FEET EAST OF THE CENTERLINE OF THE
 RV0130'HIGHWAY, AND NEAR A POST MARKED 2798.87.  A MONTANA STATE HIGHWAY
 RV0130'DEPARTMENT STANDARD PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0171 ***********************************************************************
 ST0171  DESIGNATION -  28 RDS
 ST0171  PID         -  ST0171
 ST0171  STATE/COUNTY-  MT/TETON
 ST0171  USGS QUAD   -  BYNUM (1987)
 ST0171
 ST0171                         *CURRENT SURVEY CONTROL
 ST0171  ___________________________________________________________________
 ST0171* NAD 83(1986)-  47 53 21.     (N)    112 22 05.     (W)     SCALED    
 ST0171* NAVD 88     -      1279.707  (meters)    4198.51   (feet)  ADJUSTED  
 ST0171  ___________________________________________________________________
 ST0171  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 ST0171  DYNAMIC HT  -        1279.610 (meters)    4198.19  (feet)  COMP
 ST0171  MODELED GRAV-     980,491.2   (mgal)                       NAVD 88
 ST0171
 ST0171  VERT ORDER  -  SECOND    CLASS 0
 ST0171
 ST0171.The horizontal coordinates were scaled from a topographic map and have
 ST0171.an estimated accuracy of +/- 6 seconds.
 ST0171
 ST0171.The orthometric height was determined by differential leveling
 ST0171.and adjusted by the National Geodetic Survey in June 1991..
 ST0171
 ST0171.The geoid height was determined by GEOID03.
 ST0171
 ST0171.The dynamic height is computed by dividing the NAVD 88
 ST0171.geopotential number by the normal gravity value computed on the
 ST0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0171.degrees latitude (g = 980.6199 gals.).
 ST0171
 ST0171.The modeled gravity was interpolated from observed gravity values.
 ST0171
 ST0171;                    North         East    Units  Estimated Accuracy
 ST0171;SPC MT       -   408,300.      385,670.      MT  (+/- 180 meters Scaled)
 ST0171
 ST0171                          SUPERSEDED SURVEY CONTROL
 ST0171
 ST0171  NGVD 29 (??/??/92) 1278.718  (m)         4195.26   (f) ADJ UNCH    2 0
 ST0171
 ST0171.Superseded values are not recommended for survey control.
 ST0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0171.See file dsdata.txt to determine how the superseded data were derived.
 ST0171
 ST0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU977048(NAD 83)
 ST0171_MARKER: DD = SURVEY DISK
 ST0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0171_STAMPING: 28 RDS 1957
 ST0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0171+STABILITY: SURFACE MOTION
 ST0171
 ST0171  HISTORY     - Date     Condition        Report By
 ST0171  HISTORY     - 1957     MONUMENTED       USGS
 ST0171  HISTORY     - 1961     GOOD             NGS
 ST0171
 ST0171                          STATION DESCRIPTION
 ST0171
 ST0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0171'10.9 MI NW FROM CHOTEAU.
 ST0171'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0171'CHOTEAU, THENCE 5.55 MILES WEST ALONG A GRAVEL ROAD, 150 FEET WEST OF
 ST0171'THE JUNCTION OF A PRIVATE ROAD SOUTH TO THE CRAWFORD RANCH, 64 FEET
 ST0171'NORTH OF THE CENTER LINE OF THE ROAD, 32 FEET WEST OF THE CENTER LINE
 ST0171'OF A TRACK ROAD NORTH, 55 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 72.1
 ST0171'FEET NORTHWEST OF THE NORTH END OF A 72-INCH CORRUGATED METAL PIPE
 ST0171'CULVERT, 1.4 FEET SOUTH OF A FENCE, 1.1 FEET NORTH OF A WITNESS POST,
 ST0171'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0171'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0533 ***********************************************************************
 RU0533  DESIGNATION -  28 RDS
 RU0533  PID         -  RU0533
 RU0533  STATE/COUNTY-  MT/GARFIELD
 RU0533  USGS QUAD   -  HILL RANCH (1980)
 RU0533
 RU0533                         *CURRENT SURVEY CONTROL
 RU0533  ___________________________________________________________________
 RU0533* NAD 83(1986)-  46 57 48.     (N)    107 48 52.     (W)     SCALED    
 RU0533* NAVD 88     -       856.084  (meters)    2808.67   (feet)  ADJUSTED  
 RU0533  ___________________________________________________________________
 RU0533  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 RU0533  DYNAMIC HT  -         856.057 (meters)    2808.58  (feet)  COMP
 RU0533  MODELED GRAV-     980,552.9   (mgal)                       NAVD 88
 RU0533
 RU0533  VERT ORDER  -  SECOND    CLASS 0
 RU0533
 RU0533.The horizontal coordinates were scaled from a topographic map and have
 RU0533.an estimated accuracy of +/- 6 seconds.
 RU0533
 RU0533.The orthometric height was determined by differential leveling
 RU0533.and adjusted by the National Geodetic Survey in June 1991..
 RU0533
 RU0533.The geoid height was determined by GEOID03.
 RU0533
 RU0533.The dynamic height is computed by dividing the NAVD 88
 RU0533.geopotential number by the normal gravity value computed on the
 RU0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0533.degrees latitude (g = 980.6199 gals.).
 RU0533
 RU0533.The modeled gravity was interpolated from observed gravity values.
 RU0533
 RU0533;                    North         East    Units  Estimated Accuracy
 RU0533;SPC MT       -   302,880.      728,200.      MT  (+/- 180 meters Scaled)
 RU0533
 RU0533                          SUPERSEDED SURVEY CONTROL
 RU0533
 RU0533  NGVD 29 (??/??/92)  855.43   (m)         2806.5    (f) COMPUTED    2 0
 RU0533
 RU0533.Superseded values are not recommended for survey control.
 RU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0533.See file dsdata.txt to determine how the superseded data were derived.
 RU0533
 RU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN858049(NAD 83)
 RU0533_MARKER: DB = BENCH MARK DISK
 RU0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0533_SP_SET: CONCRETE POST
 RU0533_STAMPING: 28 RDS 1962
 RU0533_MARK LOGO: USGS  
 RU0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0533+STABILITY: SURFACE MOTION
 RU0533
 RU0533  HISTORY     - Date     Condition        Report By
 RU0533  HISTORY     - 1962     MONUMENTED       USGS
 RU0533
 RU0533                          STATION DESCRIPTION
 RU0533
 RU0533'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0533'6.9 KM (4.30 MI) SE FROM MOSBY.
 RU0533'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 2.0 MILES
 RU0533'SOUTHALONG GRADED AND TRAIL ROADS, 0.8 MILES SOUTH OF HILL RANCH
 RU0533'BUILDINGS,IN THE NW 1/4 OF SECTION 21, T. 14 N., R.31 E., 34 FEET
 RU0533'NORTHEAST     (NORMAL TO) OF THE ROAD, ON A SMALL KNOLL ON THE RIDGE.
 RU0533'THE MARK IS 0.7 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0553 ***********************************************************************
 TK0553  DESIGNATION -  28 REB
 TK0553  PID         -  TK0553
 TK0553  STATE/COUNTY-  MT/BLAINE
 TK0553  USGS QUAD   -  TURNER (1984)
 TK0553
 TK0553                         *CURRENT SURVEY CONTROL
 TK0553  ___________________________________________________________________
 TK0553* NAD 83(1986)-  48 45 08.     (N)    108 29 20.     (W)     SCALED    
 TK0553* NAVD 88     -       955.766  (meters)    3135.71   (feet)  POSTED    
 TK0553  ___________________________________________________________________
 TK0553  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 TK0553  DYNAMIC HT  -         955.870 (meters)    3136.05  (feet)  COMP
 TK0553  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 TK0553
 TK0553  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0553
 TK0553.The horizontal coordinates were scaled from a topographic map and have
 TK0553.an estimated accuracy of +/- 6 seconds.
 TK0553
 TK0553.The orthometric height was determined by differential leveling
 TK0553.and adjusted by the National Geodetic Survey in 1992..
 TK0553.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0553.rate of 0.0 thru 1.0 mm/km.
 TK0553
 TK0553.The geoid height was determined by GEOID03.
 TK0553
 TK0553.The dynamic height is computed by dividing the NAVD 88
 TK0553.geopotential number by the normal gravity value computed on the
 TK0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0553.degrees latitude (g = 980.6199 gals.).
 TK0553
 TK0553.The modeled gravity was interpolated from observed gravity values.
 TK0553
 TK0553;                    North         East    Units  Estimated Accuracy
 TK0553;SPC MT       -   500,800.      674,340.      MT  (+/- 180 meters Scaled)
 TK0553
 TK0553                          SUPERSEDED SURVEY CONTROL
 TK0553
 TK0553.No superseded survey control is available for this station.
 TK0553
 TK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV845029(NAD 83)
 TK0553_MARKER: DB = BENCH MARK DISK
 TK0553_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0553+WITH SETTING: INFORMATION.
 TK0553_SP_SET: SHALLOW-SET METAL ROD
 TK0553_STAMPING: 28 REB 1979
 TK0553_MARK LOGO: USGS  
 TK0553_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0553_ROD/PIPE-DEPTH: 1.52 meters
 TK0553
 TK0553  HISTORY     - Date     Condition        Report By
 TK0553  HISTORY     - 1979     MONUMENTED       USGS
 TK0553
 TK0553                          STATION DESCRIPTION
 TK0553
 TK0553'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0553'34.0 KM (21.10 MI) NE FROM HARLEM.
 TK0553'21.1 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0553'HARLEM ALONG HIGHWAY 241, AT THE NORTHWEST TURN - OUT NEAR THE CENTER
 TK0553'OF THE NORTH HALF OF SECTION 32, T35N, R25E, 80 FEET NORTHWEST OF
 TK0553'HIGHWAY 241, 62 FEET WEST OF THE NORTHEAST END AND 32 FEET NORTHWEST
 TK0553'OF THE SOUTHWEST END OF AN 18 - INCH BY 48 - FEET CORRUGATED METAL
 TK0553'PIPE, 1.6 FEET SOUTHEAST OF A FENCE.
 TK0553'THE MARK IS 2.6 FT  SW FROM  A WITNESS POST
 TK0553'THE MARK IS 2.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1008 ***********************************************************************
 TN1008  DESIGNATION -  28 RHM
 TN1008  PID         -  TN1008
 TN1008  STATE/COUNTY-  MT/LINCOLN
 TN1008  USGS QUAD   -  ROBINSON MOUNTAIN (1963)
 TN1008
 TN1008                         *CURRENT SURVEY CONTROL
 TN1008  ___________________________________________________________________
 TN1008* NAD 83(1986)-  48 56 03.     (N)    115 27 20.     (W)     SCALED    
 TN1008* NAVD 88     -      1203.563  (meters)    3948.69   (feet)  ADJUSTED  
 TN1008  ___________________________________________________________________
 TN1008  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 TN1008  DYNAMIC HT  -        1203.604 (meters)    3948.82  (feet)  COMP
 TN1008  MODELED GRAV-     980,602.2   (mgal)                       NAVD 88
 TN1008
 TN1008  VERT ORDER  -  THIRD
 TN1008
 TN1008.The horizontal coordinates were scaled from a topographic map and have
 TN1008.an estimated accuracy of +/- 6 seconds.
 TN1008
 TN1008.The orthometric height was determined by differential leveling
 TN1008.and adjusted by the National Geodetic Survey in June 1991..
 TN1008
 TN1008.The geoid height was determined by GEOID03.
 TN1008
 TN1008.The dynamic height is computed by dividing the NAVD 88
 TN1008.geopotential number by the normal gravity value computed on the
 TN1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1008.degrees latitude (g = 980.6199 gals.).
 TN1008
 TN1008.The modeled gravity was interpolated from observed gravity values.
 TN1008
 TN1008;                    North         East    Units  Estimated Accuracy
 TN1008;SPC MT       -   537,130.      164,090.      MT  (+/- 180 meters Scaled)
 TN1008
 TN1008                          SUPERSEDED SURVEY CONTROL
 TN1008
 TN1008.No superseded survey control is available for this station.
 TN1008
 TN1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ131212(NAD 83)
 TN1008_MARKER: DB = BENCH MARK DISK
 TN1008_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN1008_SP_SET: PREFAB CONC. POST IN EARTH
 TN1008_STAMPING: 28 RHM 1963
 TN1008_MARK LOGO: USGS  
 TN1008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1008+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1008
 TN1008  HISTORY     - Date     Condition        Report By
 TN1008  HISTORY     - 1963     MONUMENTED       USGS
 TN1008
 TN1008                          STATION DESCRIPTION
 TN1008
 TN1008'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1008'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1008'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1008'18.8 MILES NORTH AND WEST ALONG ROAD 92 TO A DRAIN CROSSING, IN THE
 TN1008'NORTHWEST 1/4 CORNER OF SECTION 36/TOWNSHIP 37 NORTH/RANGE 30 WEST,
 TN1008'23 FEET NORTH AND 31 FEET WEST OF DRAIN AND 4 FEET HIGHER THAN THE
 TN1008'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0725 ***********************************************************************
 TL0725  DESIGNATION -  28 WAC
 TL0725  PID         -  TL0725
 TL0725  STATE/COUNTY-  MT/HILL
 TL0725  USGS QUAD   -  NINEMILE COULEE WEST (1972)
 TL0725
 TL0725                         *CURRENT SURVEY CONTROL
 TL0725  ___________________________________________________________________
 TL0725* NAD 83(1986)-  48 49 38.     (N)    110 17 31.     (W)     SCALED    
 TL0725* NAVD 88     -       860.466  (meters)    2823.05   (feet)  ADJUSTED  
 TL0725  ___________________________________________________________________
 TL0725  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 TL0725  DYNAMIC HT  -         860.569 (meters)    2823.38  (feet)  COMP
 TL0725  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 TL0725
 TL0725  VERT ORDER  -  THIRD
 TL0725
 TL0725.The horizontal coordinates were scaled from a topographic map and have
 TL0725.an estimated accuracy of +/- 6 seconds.
 TL0725
 TL0725.The orthometric height was determined by differential leveling
 TL0725.and adjusted by the National Geodetic Survey in June 1991..
 TL0725
 TL0725.The geoid height was determined by GEOID03.
 TL0725
 TL0725.The dynamic height is computed by dividing the NAVD 88
 TL0725.geopotential number by the normal gravity value computed on the
 TL0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0725.degrees latitude (g = 980.6199 gals.).
 TL0725
 TL0725.The modeled gravity was interpolated from observed gravity values.
 TL0725
 TL0725;                    North         East    Units  Estimated Accuracy
 TL0725;SPC MT       -   508,950.      541,860.      MT  (+/- 180 meters Scaled)
 TL0725
 TL0725                          SUPERSEDED SURVEY CONTROL
 TL0725
 TL0725.No superseded survey control is available for this station.
 TL0725
 TL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV519084(NAD 83)
 TL0725_MARKER: DB = BENCH MARK DISK
 TL0725_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0725_SP_SET: PREFAB CONC. POST IN EARTH
 TL0725_STAMPING: 28 WAC 1963 2820
 TL0725_MARK LOGO: USGS  
 TL0725_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0725+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0725
 TL0725  HISTORY     - Date     Condition        Report By
 TL0725  HISTORY     - 1963     MONUMENTED       USGS
 TL0725
 TL0725                          STATION DESCRIPTION
 TL0725
 TL0725'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0725'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0725'THENCE 15 MILES NORTH, IN THE NORTHWEST CORNER OF SECTION 3/TOWNSHIP
 TL0725'35 NORTH/RANGE 11 EAST, 47 FEET SOUTH AND 48 FEET EAST AND 2.9 FEET
 TL0725'LOWER THAN CROSSROADS, 3 FEET NORTHEAST OF A POWER POLE, PROJECTING
 TL0725'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0363 ***********************************************************************
 RU0363  DESIGNATION -  28 WR
 RU0363  PID         -  RU0363
 RU0363  STATE/COUNTY-  MT/YELLOWSTONE
 RU0363  USGS QUAD   -  CUSTER (1980)
 RU0363
 RU0363                         *CURRENT SURVEY CONTROL
 RU0363  ___________________________________________________________________
 RU0363* NAD 83(1986)-  46 07 36.     (N)    107 33 28.     (W)     SCALED    
 RU0363* NAVD 88     -       839.775  (meters)    2755.16   (feet)  ADJUSTED  
 RU0363  ___________________________________________________________________
 RU0363  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RU0363  DYNAMIC HT  -         839.658 (meters)    2754.78  (feet)  COMP
 RU0363  MODELED GRAV-     980,447.9   (mgal)                       NAVD 88
 RU0363
 RU0363  VERT ORDER  -  FIRST     CLASS II
 RU0363
 RU0363.The horizontal coordinates were scaled from a topographic map and have
 RU0363.an estimated accuracy of +/- 6 seconds.
 RU0363
 RU0363.The orthometric height was determined by differential leveling
 RU0363.and adjusted by the National Geodetic Survey in June 1991..
 RU0363
 RU0363.The geoid height was determined by GEOID03.
 RU0363
 RU0363.The dynamic height is computed by dividing the NAVD 88
 RU0363.geopotential number by the normal gravity value computed on the
 RU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0363.degrees latitude (g = 980.6199 gals.).
 RU0363
 RU0363.The modeled gravity was interpolated from observed gravity values.
 RU0363
 RU0363;                    North         East    Units  Estimated Accuracy
 RU0363;SPC MT       -   210,410.      750,020.      MT  (+/- 180 meters Scaled)
 RU0363
 RU0363                          SUPERSEDED SURVEY CONTROL
 RU0363
 RU0363  NGVD 29 (??/??/92)  839.163  (m)         2753.15   (f) ADJ UNCH    1 2
 RU0363
 RU0363.Superseded values are not recommended for survey control.
 RU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0363.See file dsdata.txt to determine how the superseded data were derived.
 RU0363
 RU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM024113(NAD 83)
 RU0363_MARKER: DD = SURVEY DISK
 RU0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0363_STAMPING: 28 WR 2753 1957
 RU0363_MARK LOGO: USGS  
 RU0363_PROJECTION: FLUSH
 RU0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0363+STABILITY: SURFACE MOTION
 RU0363
 RU0363  HISTORY     - Date     Condition        Report By
 RU0363  HISTORY     - 1957     MONUMENTED       USGS
 RU0363  HISTORY     - 1960     GOOD             NGS
 RU0363  HISTORY     - 1981     GOOD             NGS
 RU0363
 RU0363                          STATION DESCRIPTION
 RU0363
 RU0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0363'0.3 MI S FROM CUSTER.
 RU0363'ABOUT 0.3 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0363'STATION AT CUSTER, IN SECTION 1, T 4 N, R 33 E, 166 FEET WEST OF THE
 RU0363'NORTHWEST CORNER OF THE SCHOOL, 88 1/2 FEET SOUTHWEST OF A 26-INCH
 RU0363'COTTONWOOD TREE, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 RU0363'CHURCH, 24 FEET SOUTH OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE, AND
 RU0363'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RU0363
 RU0363                          STATION RECOVERY (1981)
 RU0363
 RU0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0363'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0363'IN CUSTER, AT THE CUSTER PUBLIC SCHOOL BUILDING, 50.6 METERS (166.0
 RU0363'FT) WEST OF THE NORTHWEST CORNER OF THE SCHOOL, 11.6 METERS (38.0 FT)
 RU0363'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE CHURCH, 7.3 METERS (24.0
 RU0363'FT) SOUTH OF A UTILITY POLE WITH A GUY WIRE, 1.5 METERS (5.0 FT)
 RU0363'SOUTHEAST OF THE CENTER OF A ROUND STEEL MANHOLE COVER, AND 1.1 METERS
 RU0363'(3.6 FT) WEST-SOUTHWEST OF A GUY WIRE ANCHOR.
 RU0363'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0715 ***********************************************************************
 TJ0715  DESIGNATION -  28 WR
 TJ0715  PID         -  TJ0715
 TJ0715  STATE/COUNTY-  MT/VALLEY
 TJ0715  USGS QUAD   -  GENEVIEVE (1984)
 TJ0715
 TJ0715                         *CURRENT SURVEY CONTROL
 TJ0715  ___________________________________________________________________
 TJ0715* NAD 83(1986)-  48 42 05.     (N)    107 12 21.     (W)     SCALED    
 TJ0715* NAVD 88     -       751.536  (meters)    2465.66   (feet)  POSTED    
 TJ0715  ___________________________________________________________________
 TJ0715  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TJ0715  DYNAMIC HT  -         751.650 (meters)    2466.04  (feet)  COMP
 TJ0715  MODELED GRAV-     980,731.6   (mgal)                       NAVD 88
 TJ0715
 TJ0715  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0715
 TJ0715.The horizontal coordinates were scaled from a topographic map and have
 TJ0715.an estimated accuracy of +/- 6 seconds.
 TJ0715
 TJ0715.The orthometric height was determined by differential leveling
 TJ0715.and adjusted by the National Geodetic Survey in 1992..
 TJ0715.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0715.rate of 0.0 thru 1.0 mm/km.
 TJ0715
 TJ0715.The geoid height was determined by GEOID03.
 TJ0715
 TJ0715.The dynamic height is computed by dividing the NAVD 88
 TJ0715.geopotential number by the normal gravity value computed on the
 TJ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0715.degrees latitude (g = 980.6199 gals.).
 TJ0715
 TJ0715.The modeled gravity was interpolated from observed gravity values.
 TJ0715
 TJ0715;                    North         East    Units  Estimated Accuracy
 TJ0715;SPC MT       -   497,140.      768,820.      MT  (+/- 180 meters Scaled)
 TJ0715
 TJ0715                          SUPERSEDED SURVEY CONTROL
 TJ0715
 TJ0715  NGVD 29 (??/??/92)  750.84   (m)         2463.4    (f) COMPUTED    3 0
 TJ0715
 TJ0715.Superseded values are not recommended for survey control.
 TJ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0715.See file dsdata.txt to determine how the superseded data were derived.
 TJ0715
 TJ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP377966(NAD 83)
 TJ0715_MARKER: DB = BENCH MARK DISK
 TJ0715_SETTING: 66 = SET IN ROCK OUTCROP
 TJ0715_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 TJ0715_STAMPING: 28 WR 2464 1968
 TJ0715_MARK LOGO: USGS  
 TJ0715_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0715+STABILITY: POSITION/ELEVATION WELL
 TJ0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0715+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0715
 TJ0715  HISTORY     - Date     Condition        Report By
 TJ0715  HISTORY     - 1968     MONUMENTED       USGS
 TJ0715
 TJ0715                          STATION DESCRIPTION
 TJ0715
 TJ0715'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0715'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 18.8 MILES SOUTH
 TJ0715'AND EAST TO A Y-ROAD, THENCE 4.0 MILES SOUTH ALONG ROAD TO FRENCHMAN
 TJ0715'RESERVOIR SPILLWAY, THENCE 1.9 MILES EAST, IN THE SOUTHWEST CORNER OF
 TJ0715'THE SOUTHWEST 1/4 OF SECTION 18/TOWNSHIP 34 NORTH/RANGE 35 EAST, 1.0
 TJ0715'MILE SOUTH AND 2.0 MILES WEST OF GENEVIEVE HALL, 70 FEET SOUTH AND 90
 TJ0715'FEET EAST OF A CATTLE GUARD IN A NORTH-SOUTH FENCE ON THE
 TJ0715'PHILLIPS-VALLEY COUNTY LINE, IN A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0087 ***********************************************************************
 SU0087  DESIGNATION -  2815=2812
 SU0087  PID         -  SU0087
 SU0087  STATE/COUNTY-  MT/LAKE
 SU0087  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 SU0087
 SU0087                         *CURRENT SURVEY CONTROL
 SU0087  ___________________________________________________________________
 SU0087* NAD 83(1986)-  47 13 45.     (N)    114 08 55.     (W)     SCALED    
 SU0087* NAVD 88     -       858.115  (meters)    2815.33   (feet)  ADJUSTED  
 SU0087  ___________________________________________________________________
 SU0087  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 SU0087  DYNAMIC HT  -         858.034 (meters)    2815.07  (feet)  COMP
 SU0087  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 SU0087
 SU0087  VERT ORDER  -  FIRST     CLASS II
 SU0087
 SU0087.The horizontal coordinates were scaled from a topographic map and have
 SU0087.an estimated accuracy of +/- 6 seconds.
 SU0087
 SU0087.The orthometric height was determined by differential leveling
 SU0087.and adjusted by the National Geodetic Survey in June 1991..
 SU0087
 SU0087.The geoid height was determined by GEOID03.
 SU0087
 SU0087.The dynamic height is computed by dividing the NAVD 88
 SU0087.geopotential number by the normal gravity value computed on the
 SU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0087.degrees latitude (g = 980.6199 gals.).
 SU0087
 SU0087.The modeled gravity was interpolated from observed gravity values.
 SU0087
 SU0087;                    North         East    Units  Estimated Accuracy
 SU0087;SPC MT       -   341,480.      248,380.      MT  (+/- 180 meters Scaled)
 SU0087
 SU0087                          SUPERSEDED SURVEY CONTROL
 SU0087
 SU0087  NGVD 29 (??/??/92)  857.048  (m)         2811.83   (f) ADJ UNCH    1 2
 SU0087
 SU0087.Superseded values are not recommended for survey control.
 SU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0087.See file dsdata.txt to determine how the superseded data were derived.
 SU0087
 SU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN158345(NAD 83)
 SU0087_MARKER: P = PIPE CAP
 SU0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0087_STAMPING: 2815 T
 SU0087_PROJECTION: FLUSH
 SU0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0087
 SU0087  HISTORY     - Date     Condition        Report By
 SU0087  HISTORY     - UNK      MONUMENTED       USGS
 SU0087  HISTORY     - 1933     GOOD             NGS
 SU0087  HISTORY     - 1979     GOOD             NGS
 SU0087
 SU0087                          STATION DESCRIPTION
 SU0087
 SU0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SU0087'3.9 MI SE FROM RAVALLI.
 SU0087'3.9 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0087'STATION AT RAVALLI, LAKE COUNTY, 0.5 MILE NORTHWEST OF THE STATION
 SU0087'SIGN AT FLATHEAD, 19 RAILS SOUTHEAST OF MILEPOST 27, 93 FEET NORTHWEST
 SU0087'OF A STEEL BRIDGE OVER SPRING CREEK, AND 20 FEET NORTHEAST OF THE
 SU0087'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2815 T
 SU0087'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PROJECTING 8 INCHES ABOVE
 SU0087'GROUND.
 SU0087
 SU0087                          STATION RECOVERY (1979)
 SU0087
 SU0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0087'5.8 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0087'ARLEE, SET IN A SMALL GRASSY FIELD BETWEEN THE OLD HIGHWAY AND
 SU0087'RAILROAD TRACKS AT A SMALL REST AREA AND CREEK, 109 FEET NORTHWEST OF
 SU0087'THE CENTER OF A SMALL CONCRETE RAILROAD BRIDGE AND CREEK, 115 FEET
 SU0087'SOUTHWEST OF THE CENTERLINE OF THE NEW HIGHWAY, 73.5 FEET WEST OF A
 SU0087'POWER POLE, 72 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY,
 SU0087'71 FEET SOUTH OF A CONCRETE HEADWALL AND 21 FEET NORTHEAST OF THE
 SU0087'NORTHEAST RAIL.  THE MARK IS LEANING AND ITS HIGH POINT IS THE CA OF
 SU0087'THE WORD GEOLOGICAL.  THE STAMPING 2815 T HAS BEEN CROSSED OUT WITH
 SU0087'XS AND THE MARK WAS RESTAMPED 2812.
 SU0087'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 SU0087'THE MARK IS 6 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0225 ***********************************************************************
 QV0225  DESIGNATION -  2880
 QV0225  PID         -  QV0225
 QV0225  STATE/COUNTY-  MT/YELLOWSTONE
 QV0225  USGS QUAD   -  POMPEYS PILLAR (1980)
 QV0225
 QV0225                         *CURRENT SURVEY CONTROL
 QV0225  ___________________________________________________________________
 QV0225* NAD 83(1986)-  45 59 21.     (N)    107 59 13.     (W)     SCALED    
 QV0225* NAVD 88     -       878.398  (meters)    2881.88   (feet)  POSTED    
 QV0225  ___________________________________________________________________
 QV0225  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 QV0225  DYNAMIC HT  -         878.250 (meters)    2881.39  (feet)  COMP
 QV0225  MODELED GRAV-     980,415.1   (mgal)                       NAVD 88
 QV0225
 QV0225  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QV0225
 QV0225.The horizontal coordinates were scaled from a topographic map and have
 QV0225.an estimated accuracy of +/- 6 seconds.
 QV0225
 QV0225.The orthometric height was determined by differential leveling
 QV0225.and adjusted by the National Geodetic Survey in 1992..
 QV0225.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QV0225.rate of 0.0 thru 1.0 mm/km.
 QV0225
 QV0225.The geoid height was determined by GEOID03.
 QV0225
 QV0225.The dynamic height is computed by dividing the NAVD 88
 QV0225.geopotential number by the normal gravity value computed on the
 QV0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0225.degrees latitude (g = 980.6199 gals.).
 QV0225
 QV0225.The modeled gravity was interpolated from observed gravity values.
 QV0225
 QV0225;                    North         East    Units  Estimated Accuracy
 QV0225;SPC MT       -   194,410.      717,170.      MT  (+/- 180 meters Scaled)
 QV0225
 QV0225                          SUPERSEDED SURVEY CONTROL
 QV0225
 QV0225.No superseded survey control is available for this station.
 QV0225
 QV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL686971(NAD 83)
 QV0225_MARKER: DD = SURVEY DISK
 QV0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QV0225_SP_SET: HEADWALL
 QV0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0225
 QV0225  HISTORY     - Date     Condition        Report By
 QV0225  HISTORY     - UNK      MONUMENTED       USGS
 QV0225  HISTORY     - 1960     MARK NOT FOUND   NGS
 QV0225
 QV0225                          STATION DESCRIPTION
 QV0225
 QV0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QV0225'1.9 MI W FROM POMPEYS PILLAR.
 QV0225'1.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 QV0225'POMPEYS PILLAR, YELLOWSTONE COUNTY, 130 FEET NORTH OF A HIGHWAY, AT AN
 QV0225'IRRIGATION CANAL TUNNEL UNDER THE TRACK, IN THE NORTH HEADWALL, AND 3
 QV0225'FEET NORTH OF THE TRACK.  NOTE-- THE HEAD WALL HAS BEEN BUILT UP AND
 QV0225'THE MARK WAS EVIDENTLY COVERED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0300 ***********************************************************************
 TN0300  DESIGNATION -  2886
 TN0300  PID         -  TN0300
 TN0300  STATE/COUNTY-  MT/LINCOLN
 TN0300  USGS QUAD   -  BARREN PEAK (1983)
 TN0300
 TN0300                         *CURRENT SURVEY CONTROL
 TN0300  ___________________________________________________________________
 TN0300* NAD 83(1986)-  48 05 05.     (N)    115 22 51.     (W)     SCALED    
 TN0300* NAVD 88     -       880.815  (meters)    2889.81   (feet)  ADJUSTED  
 TN0300  ___________________________________________________________________
 TN0300  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0300  DYNAMIC HT  -         880.812 (meters)    2889.80  (feet)  COMP
 TN0300  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 TN0300
 TN0300  VERT ORDER  -  SECOND    CLASS 0
 TN0300
 TN0300.The horizontal coordinates were scaled from a topographic map and have
 TN0300.an estimated accuracy of +/- 6 seconds.
 TN0300
 TN0300.The orthometric height was determined by differential leveling
 TN0300.and adjusted by the National Geodetic Survey in June 1991..
 TN0300
 TN0300.The geoid height was determined by GEOID03.
 TN0300
 TN0300.The dynamic height is computed by dividing the NAVD 88
 TN0300.geopotential number by the normal gravity value computed on the
 TN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0300.degrees latitude (g = 980.6199 gals.).
 TN0300
 TN0300.The modeled gravity was interpolated from observed gravity values.
 TN0300
 TN0300;                    North         East    Units  Estimated Accuracy
 TN0300;SPC MT       -   442,550.      162,460.      MT  (+/- 180 meters Scaled)
 TN0300
 TN0300                          SUPERSEDED SURVEY CONTROL
 TN0300
 TN0300  NGVD 29 (??/??/92)  879.649  (m)         2885.98   (f) ADJ UNCH    2 0
 TN0300
 TN0300.Superseded values are not recommended for survey control.
 TN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0300.See file dsdata.txt to determine how the superseded data were derived.
 TN0300
 TN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP205269(NAD 83)
 TN0300_MARKER: DD = SURVEY DISK
 TN0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0300_STAMPING: 2886 1936-2+15
 TN0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0300+STABILITY: SURFACE MOTION
 TN0300
 TN0300  HISTORY     - Date     Condition        Report By
 TN0300  HISTORY     - 1936     MONUMENTED       USDA
 TN0300  HISTORY     - 1952     GOOD             NGS
 TN0300
 TN0300                          STATION DESCRIPTION
 TN0300
 TN0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0300'15.7 MI W FROM HAPPYS INN.
 TN0300'15.7 MILES WEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0300'HAPPYS INN, 0.2 MILE SOUTHEAST OF A Y JUNCTION OF A GRAVEL ROAD
 TN0300'LEADING EAST, 0.05 MILE NORTHWEST OF A LIBBY 24 MILE SIGN, ABOUT 89
 TN0300'YARDS NORTHWEST OF THE NORTHEAST END OF AN 18-INCH CORRUGATED METAL
 TN0300'PIPE CULVERT, 198 FEET NORTHWEST OF A POWER LINE POLE, 51 FEET
 TN0300'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP
 TN0300'SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND
 TN0300'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 TN0300'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0012 ***********************************************************************
 SU0012  DESIGNATION -  2895.6
 SU0012  PID         -  SU0012
 SU0012  STATE/COUNTY-  MT/LAKE
 SU0012  USGS QUAD   -  ELMO (1964)
 SU0012
 SU0012                         *CURRENT SURVEY CONTROL
 SU0012  ___________________________________________________________________
 SU0012* NAD 83(1986)-  47 47 59.     (N)    114 17 31.     (W)     SCALED    
 SU0012* NAVD 88     -       883.614  (meters)    2898.99   (feet)  ADJUSTED  
 SU0012  ___________________________________________________________________
 SU0012  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SU0012  DYNAMIC HT  -         883.599 (meters)    2898.94  (feet)  COMP
 SU0012  MODELED GRAV-     980,566.0   (mgal)                       NAVD 88
 SU0012
 SU0012  VERT ORDER  -  FIRST     CLASS II
 SU0012
 SU0012.The horizontal coordinates were scaled from a topographic map and have
 SU0012.an estimated accuracy of +/- 6 seconds.
 SU0012
 SU0012.The orthometric height was determined by differential leveling
 SU0012.and adjusted by the National Geodetic Survey in June 1991..
 SU0012
 SU0012.The geoid height was determined by GEOID03.
 SU0012
 SU0012.The dynamic height is computed by dividing the NAVD 88
 SU0012.geopotential number by the normal gravity value computed on the
 SU0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0012.degrees latitude (g = 980.6199 gals.).
 SU0012
 SU0012.The modeled gravity was interpolated from observed gravity values.
 SU0012
 SU0012;                    North         East    Units  Estimated Accuracy
 SU0012;SPC MT       -   405,410.      241,430.      MT  (+/- 180 meters Scaled)
 SU0012
 SU0012                          SUPERSEDED SURVEY CONTROL
 SU0012
 SU0012.No superseded survey control is available for this station.
 SU0012
 SU0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN027975(NAD 83)
 SU0012_MARKER: DD = SURVEY DISK
 SU0012_SETTING: 80 = SET IN A BOULDER
 SU0012_SP_SET: BOULDER
 SU0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0012+STABILITY: SURFACE MOTION
 SU0012
 SU0012  HISTORY     - Date     Condition        Report By
 SU0012  HISTORY     - UNK      MONUMENTED       USGLO
 SU0012  HISTORY     - 1956     GOOD             NGS
 SU0012  HISTORY     - 1979     GOOD             NGS
 SU0012
 SU0012                          STATION DESCRIPTION
 SU0012
 SU0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0012'IN BIG ARM.
 SU0012'AT BIG ARM, LAKE COUNTY, AT THE NORTH END OF FIFTH STREET, ON THE
 SU0012'SHORE OF FLATHEAD LAKE, 54 FEET WEST OF A WOODEN BUILDING, AND IN THE
 SU0012'TOP OF A 3-BY-5-BY-10-FOOT BLUISH EMBEDDED BOULDER.  A UNITED STATES
 SU0012'GENERAL LAND OFFICE STANDARD DISK.
 SU0012
 SU0012                          STATION RECOVERY (1979)
 SU0012
 SU0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0012'0.15 MILE EAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE AT BIG ARM,
 SU0012'THENCE 0.15 MILE NORTH ALONG FIFTH STREET, AT THE NORTH END OF FIFTH
 SU0012'STREET, ON THE SHORE OF FLATHEAD LAKE UNDER A BUSHY WILLOW-TYPE TREE,
 SU0012'0.1 MILE WEST OF MILE POST 73 ALONG HIGHWAY 93, SET IN THE TOP OF A
 SU0012'THREE FOOT BY FIVE FOOT BY 10 FOOT BLUISH EMBEDDED BOULDER, 63 FEET
 SU0012'NORTHWEST OF THE JUNCTION OF FIFTH STREET AND A STREET AND 16 FEET
 SU0012'WEST OF THE EXTENDED CENTERLINE OF FIFTH STREET. MARK APPEARS TO HAVE
 SU0012'BEEN HIT BY A HAMMER, SO THAT THE HIGH POINT IS THE S IN USGLO.
 SU0012'THE MARK IS 25 FT BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0174 ***********************************************************************
 ST0174  DESIGNATION -  29 RDS
 ST0174  PID         -  ST0174
 ST0174  STATE/COUNTY-  MT/TETON
 ST0174  USGS QUAD   -  BYNUM RESERVOIR (1987)
 ST0174
 ST0174                         *CURRENT SURVEY CONTROL
 ST0174  ___________________________________________________________________
 ST0174* NAD 83(1986)-  47 53 14.     (N)    112 25 29.     (W)     SCALED    
 ST0174* NAVD 88     -      1318.090  (meters)    4324.43   (feet)  ADJUSTED  
 ST0174  ___________________________________________________________________
 ST0174  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 ST0174  DYNAMIC HT  -        1317.975 (meters)    4324.06  (feet)  COMP
 ST0174  MODELED GRAV-     980,478.4   (mgal)                       NAVD 88
 ST0174
 ST0174  VERT ORDER  -  SECOND    CLASS 0
 ST0174
 ST0174.The horizontal coordinates were scaled from a topographic map and have
 ST0174.an estimated accuracy of +/- 6 seconds.
 ST0174
 ST0174.The orthometric height was determined by differential leveling
 ST0174.and adjusted by the National Geodetic Survey in June 1991..
 ST0174
 ST0174.The geoid height was determined by GEOID03.
 ST0174
 ST0174.The dynamic height is computed by dividing the NAVD 88
 ST0174.geopotential number by the normal gravity value computed on the
 ST0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0174.degrees latitude (g = 980.6199 gals.).
 ST0174
 ST0174.The modeled gravity was interpolated from observed gravity values.
 ST0174
 ST0174;                    North         East    Units  Estimated Accuracy
 ST0174;SPC MT       -   408,240.      381,420.      MT  (+/- 180 meters Scaled)
 ST0174
 ST0174                          SUPERSEDED SURVEY CONTROL
 ST0174
 ST0174  NGVD 29 (??/??/92) 1317.084  (m)         4321.13   (f) ADJ UNCH    2 0
 ST0174
 ST0174.Superseded values are not recommended for survey control.
 ST0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0174.See file dsdata.txt to determine how the superseded data were derived.
 ST0174
 ST0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU934047(NAD 83)
 ST0174_MARKER: DD = SURVEY DISK
 ST0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0174_STAMPING: 29 RDS 1957
 ST0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0174+STABILITY: SURFACE MOTION
 ST0174
 ST0174  HISTORY     - Date     Condition        Report By
 ST0174  HISTORY     - 1957     MONUMENTED       USGS
 ST0174  HISTORY     - 1961     GOOD             NGS
 ST0174
 ST0174                          STATION DESCRIPTION
 ST0174
 ST0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0174'13.6 MI NW FROM CHOTEAU.
 ST0174'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0174'CHOTEAU, THENCE 8.25 MILES WEST ALONG A GRAVEL ROAD, 173 FEET WEST OF
 ST0174'THE JUNCTION OF A ROAD NORTH TO THE CRARY RANCH, 43 FEET NORTH OF THE
 ST0174'CENTER LINE OF THE ROAD, 5 1/2 FEET WEST OF A TELEPHONE POLE, 1.0 FEET
 ST0174'SOUTH OF A FENCE, 0.9 FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT
 ST0174'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ST0174'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0534 ***********************************************************************
 RU0534  DESIGNATION -  29 RDS
 RU0534  PID         -  RU0534
 RU0534  STATE/COUNTY-  MT/GARFIELD
 RU0534  USGS QUAD   -  HILL RANCH (1980)
 RU0534
 RU0534                         *CURRENT SURVEY CONTROL
 RU0534  ___________________________________________________________________
 RU0534* NAD 83(1986)-  46 58 38.     (N)    107 49 27.     (W)     SCALED    
 RU0534* NAVD 88     -       855.581  (meters)    2807.02   (feet)  ADJUSTED  
 RU0534  ___________________________________________________________________
 RU0534  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 RU0534  DYNAMIC HT  -         855.557 (meters)    2806.94  (feet)  COMP
 RU0534  MODELED GRAV-     980,556.3   (mgal)                       NAVD 88
 RU0534
 RU0534  VERT ORDER  -  SECOND    CLASS 0
 RU0534
 RU0534.The horizontal coordinates were scaled from a topographic map and have
 RU0534.an estimated accuracy of +/- 6 seconds.
 RU0534
 RU0534.The orthometric height was determined by differential leveling
 RU0534.and adjusted by the National Geodetic Survey in June 1991..
 RU0534
 RU0534.The geoid height was determined by GEOID03.
 RU0534
 RU0534.The dynamic height is computed by dividing the NAVD 88
 RU0534.geopotential number by the normal gravity value computed on the
 RU0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0534.degrees latitude (g = 980.6199 gals.).
 RU0534
 RU0534.The modeled gravity was interpolated from observed gravity values.
 RU0534
 RU0534;                    North         East    Units  Estimated Accuracy
 RU0534;SPC MT       -   304,410.      727,420.      MT  (+/- 180 meters Scaled)
 RU0534
 RU0534                          SUPERSEDED SURVEY CONTROL
 RU0534
 RU0534  NGVD 29 (??/??/92)  854.93   (m)         2804.9    (f) COMPUTED    2 0
 RU0534
 RU0534.Superseded values are not recommended for survey control.
 RU0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0534.See file dsdata.txt to determine how the superseded data were derived.
 RU0534
 RU0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN852065(NAD 83)
 RU0534_MARKER: DB = BENCH MARK DISK
 RU0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0534_SP_SET: CONCRETE POST
 RU0534_STAMPING: 30 RDS 1962
 RU0534_MARK LOGO: USGS  
 RU0534_PROJECTION: FLUSH
 RU0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0534+STABILITY: SURFACE MOTION
 RU0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0534+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 RU0534
 RU0534  HISTORY     - Date     Condition        Report By
 RU0534  HISTORY     - 1962     MONUMENTED       USGS
 RU0534  HISTORY     - 20040927 GOOD             MTDOT
 RU0534
 RU0534                          STATION DESCRIPTION
 RU0534
 RU0534'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0534'5.0 KM (3.10 MI) ESE FROM MOSBY.
 RU0534'2.3 MILES EAST OF MOSBY ALONG STATE HIGHWAY 20, THENCE 0.8 MILES
 RU0534'SOUTH ALONG GRADED AND TRAIL ROADS, ABOUT 2000 FEET NORTHWEST OF HILL
 RU0534'RANCH HOUSE, 900 FEET SOUTHEAST OF A FENCE AND CATTLE GUARD, IN THE
 RU0534'NW 1/4 OF SECTION 17, T. 14 N., R. 31 E., 40 FEET WEST (NORMAL TO)
 RU0534'OF THE CENTER OF THE ROAD, 35 FEET NORTHWEST OF A TELEPHONE POLE.
 RU0534'THE MARK IS .8 FT BELOW ROAD.
 RU0534
 RU0534                          STATION RECOVERY (2004)
 RU0534
 RU0534'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (CES)
 RU0534'FOUND 2.3 MILES EAST OF MOSBY ON HWY 200.  TURN SOUTH ONTO A GRAVEL
 RU0534'ROAD AT MP 161.00  THIS IS ROAD TO HILL RANCH.  CONTINUE 0.8 MILE TO
 RU0534'THE MARK ON THE RIGHT (WEST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0554 ***********************************************************************
 TK0554  DESIGNATION -  29 REB
 TK0554  PID         -  TK0554
 TK0554  STATE/COUNTY-  MT/BLAINE
 TK0554  USGS QUAD   -  TURNER (1984)
 TK0554
 TK0554                         *CURRENT SURVEY CONTROL
 TK0554  ___________________________________________________________________
 TK0554* NAD 83(1986)-  48 45 25.     (N)    108 28 01.     (W)     SCALED    
 TK0554* NAVD 88     -       941.098  (meters)    3087.59   (feet)  POSTED    
 TK0554  ___________________________________________________________________
 TK0554  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 TK0554  DYNAMIC HT  -         941.200 (meters)    3087.92  (feet)  COMP
 TK0554  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 TK0554
 TK0554  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0554
 TK0554.The horizontal coordinates were scaled from a topographic map and have
 TK0554.an estimated accuracy of +/- 6 seconds.
 TK0554
 TK0554.The orthometric height was determined by differential leveling
 TK0554.and adjusted by the National Geodetic Survey in 1992..
 TK0554.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0554.rate of 0.0 thru 1.0 mm/km.
 TK0554
 TK0554.The geoid height was determined by GEOID03.
 TK0554
 TK0554.The dynamic height is computed by dividing the NAVD 88
 TK0554.geopotential number by the normal gravity value computed on the
 TK0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0554.degrees latitude (g = 980.6199 gals.).
 TK0554
 TK0554.The modeled gravity was interpolated from observed gravity values.
 TK0554
 TK0554;                    North         East    Units  Estimated Accuracy
 TK0554;SPC MT       -   501,340.      675,950.      MT  (+/- 180 meters Scaled)
 TK0554
 TK0554                          SUPERSEDED SURVEY CONTROL
 TK0554
 TK0554.No superseded survey control is available for this station.
 TK0554
 TK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV861035(NAD 83)
 TK0554_MARKER: DB = BENCH MARK DISK
 TK0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0554_SP_SET: COPPER-CLAD STEEL ROD
 TK0554_STAMPING: 29 REB 1979
 TK0554_MARK LOGO: USGS  
 TK0554_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0554_ROD/PIPE-DEPTH: 6.10 meters
 TK0554
 TK0554  HISTORY     - Date     Condition        Report By
 TK0554  HISTORY     - 1979     MONUMENTED       USGS
 TK0554
 TK0554                          STATION DESCRIPTION
 TK0554
 TK0554'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0554'35.7 KM (22.20 MI) NE FROM HARLEM.
 TK0554'22.2 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0554'HARLEM ALONG HIGHWAY 241, 0.5 MILES EAST OF A 45 - DEGREE ANGLE IN
 TK0554'THE HIGHWAY, NEAR THE SOUTH 1/4 CORNER OF SECTION 28, T35N, R25E, 111
 TK0554'FEET NORTH OF HIGHWAY 241, 40 FEET WEST OF THE PROJECTED CENTERLINE
 TK0554'OF A CULVERT, 14 FEET WEST OF A T - FENCE NORTH, AND 1.4 FEET SOUTH
 TK0554'OF A FENCE.
 TK0554'THE MARK IS 2.5 FT  W FROM  A WITNESS POST
 TK0554'THE MARK IS 3.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1010 ***********************************************************************
 TN1010  DESIGNATION -  29 RHM
 TN1010  PID         -  TN1010
 TN1010  STATE/COUNTY-  MT/LINCOLN
 TN1010  USGS QUAD   -  ROBINSON MOUNTAIN (1963)
 TN1010
 TN1010                         *CURRENT SURVEY CONTROL
 TN1010  ___________________________________________________________________
 TN1010* NAD 83(1986)-  48 55 40.     (N)    115 24 48.     (W)     SCALED    
 TN1010* NAVD 88     -      1348.346  (meters)    4423.70   (feet)  ADJUSTED  
 TN1010  ___________________________________________________________________
 TN1010  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 TN1010  DYNAMIC HT  -        1348.341 (meters)    4423.68  (feet)  COMP
 TN1010  MODELED GRAV-     980,559.1   (mgal)                       NAVD 88
 TN1010
 TN1010  VERT ORDER  -  THIRD
 TN1010
 TN1010.The horizontal coordinates were scaled from a topographic map and have
 TN1010.an estimated accuracy of +/- 6 seconds.
 TN1010
 TN1010.The orthometric height was determined by differential leveling
 TN1010.and adjusted by the National Geodetic Survey in June 1991..
 TN1010
 TN1010.The geoid height was determined by GEOID03.
 TN1010
 TN1010.The dynamic height is computed by dividing the NAVD 88
 TN1010.geopotential number by the normal gravity value computed on the
 TN1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1010.degrees latitude (g = 980.6199 gals.).
 TN1010
 TN1010.The modeled gravity was interpolated from observed gravity values.
 TN1010
 TN1010;                    North         East    Units  Estimated Accuracy
 TN1010;SPC MT       -   536,180.      167,120.      MT  (+/- 180 meters Scaled)
 TN1010
 TN1010                          SUPERSEDED SURVEY CONTROL
 TN1010
 TN1010  NGVD 29 (??/??/92) 1347.06   (m)         4419.5    (f) COMPUTED    3 0
 TN1010
 TN1010.Superseded values are not recommended for survey control.
 TN1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1010.See file dsdata.txt to determine how the superseded data were derived.
 TN1010
 TN1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ162206(NAD 83)
 TN1010_MARKER: DB = BENCH MARK DISK
 TN1010_SETTING: 66 = SET IN ROCK OUTCROP
 TN1010_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1010_STAMPING: 29 RHM 1963
 TN1010_MARK LOGO: USGS  
 TN1010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1010+STABILITY: POSITION/ELEVATION WELL
 TN1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1010+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1010
 TN1010  HISTORY     - Date     Condition        Report By
 TN1010  HISTORY     - 1963     MONUMENTED       USGS
 TN1010
 TN1010                          STATION DESCRIPTION
 TN1010
 TN1010'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1010'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1010'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1010'16.6 MILES NORTH AND WEST ALONG ROAD 92 TO A CUT AND ROCK LEDGE, IN
 TN1010'THE SOUTHWEST 1/4 CORNER OF SECTION 32/TOWNSHIP 37 NORTH/RANGE 29
 TN1010'WEST, 11 FEET NORTH AND 3 FEET HIGHER THAN THE HIGHWAY, IN THE TOP OF
 TN1010'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0726 ***********************************************************************
 TL0726  DESIGNATION -  29 WAC
 TL0726  PID         -  TL0726
 TL0726  STATE/COUNTY-  MT/HILL
 TL0726  USGS QUAD   -  NINEMILE COULEE WEST (1972)
 TL0726
 TL0726                         *CURRENT SURVEY CONTROL
 TL0726  ___________________________________________________________________
 TL0726* NAD 83(1986)-  48 47 54.     (N)    110 17 32.     (W)     SCALED    
 TL0726* NAVD 88     -       842.265  (meters)    2763.33   (feet)  ADJUSTED  
 TL0726  ___________________________________________________________________
 TL0726  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 TL0726  DYNAMIC HT  -         842.369 (meters)    2763.67  (feet)  COMP
 TL0726  MODELED GRAV-     980,705.5   (mgal)                       NAVD 88
 TL0726
 TL0726  VERT ORDER  -  THIRD
 TL0726
 TL0726.The horizontal coordinates were scaled from a topographic map and have
 TL0726.an estimated accuracy of +/- 6 seconds.
 TL0726
 TL0726.The orthometric height was determined by differential leveling
 TL0726.and adjusted by the National Geodetic Survey in June 1991..
 TL0726
 TL0726.The geoid height was determined by GEOID03.
 TL0726
 TL0726.The dynamic height is computed by dividing the NAVD 88
 TL0726.geopotential number by the normal gravity value computed on the
 TL0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0726.degrees latitude (g = 980.6199 gals.).
 TL0726
 TL0726.The modeled gravity was interpolated from observed gravity values.
 TL0726
 TL0726;                    North         East    Units  Estimated Accuracy
 TL0726;SPC MT       -   505,740.      541,810.      MT  (+/- 180 meters Scaled)
 TL0726
 TL0726                          SUPERSEDED SURVEY CONTROL
 TL0726
 TL0726.No superseded survey control is available for this station.
 TL0726
 TL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV519052(NAD 83)
 TL0726_MARKER: DB = BENCH MARK DISK
 TL0726_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0726_SP_SET: PREFAB CONC. POST IN EARTH
 TL0726_STAMPING: 29 WAC 1963 2761
 TL0726_MARK LOGO: USGS  
 TL0726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0726+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0726
 TL0726  HISTORY     - Date     Condition        Report By
 TL0726  HISTORY     - 1963     MONUMENTED       USGS
 TL0726
 TL0726                          STATION DESCRIPTION
 TL0726
 TL0726'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0726'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0726'THENCE 13 MILES NORTH, IN THE NORTHEAST CORNER OF SECTION 16/TOWNSHIP
 TL0726'35 NORTH/RANGE 11 EAST, 21 FEET SOUTH AND 63 FEET WEST AND 3.7 FEET
 TL0726'LOWER THAN CROSSROADS, 5 FEET NORTH AND 6 FEET WEST OF A LARGE FENCE
 TL0726'POST AT THE NORTH SIDE OF A GATE, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0718 ***********************************************************************
 TJ0718  DESIGNATION -  29 WR
 TJ0718  PID         -  TJ0718
 TJ0718  STATE/COUNTY-  MT/VALLEY
 TJ0718  USGS QUAD   -  GENEVIEVE (1984)
 TJ0718
 TJ0718                         *CURRENT SURVEY CONTROL
 TJ0718  ___________________________________________________________________
 TJ0718* NAD 83(1986)-  48 42 46.     (N)    107 09 43.     (W)     SCALED    
 TJ0718* NAVD 88     -       751.545  (meters)    2465.69   (feet)  POSTED    
 TJ0718  ___________________________________________________________________
 TJ0718  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TJ0718  DYNAMIC HT  -         751.650 (meters)    2466.04  (feet)  COMP
 TJ0718  MODELED GRAV-     980,727.5   (mgal)                       NAVD 88
 TJ0718
 TJ0718  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0718
 TJ0718.The horizontal coordinates were scaled from a topographic map and have
 TJ0718.an estimated accuracy of +/- 6 seconds.
 TJ0718
 TJ0718.The orthometric height was determined by differential leveling
 TJ0718.and adjusted by the National Geodetic Survey in 1992..
 TJ0718.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0718.rate of 0.0 thru 1.0 mm/km.
 TJ0718
 TJ0718.The geoid height was determined by GEOID03.
 TJ0718
 TJ0718.The dynamic height is computed by dividing the NAVD 88
 TJ0718.geopotential number by the normal gravity value computed on the
 TJ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0718.degrees latitude (g = 980.6199 gals.).
 TJ0718
 TJ0718.The modeled gravity was interpolated from observed gravity values.
 TJ0718
 TJ0718;                    North         East    Units  Estimated Accuracy
 TJ0718;SPC MT       -   498,500.      772,010.      MT  (+/- 180 meters Scaled)
 TJ0718
 TJ0718                          SUPERSEDED SURVEY CONTROL
 TJ0718
 TJ0718  NGVD 29 (??/??/92)  750.85   (m)         2463.4    (f) COMPUTED    3 0
 TJ0718
 TJ0718.Superseded values are not recommended for survey control.
 TJ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0718.See file dsdata.txt to determine how the superseded data were derived.
 TJ0718
 TJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP409977(NAD 83)
 TJ0718_MARKER: DB = BENCH MARK DISK
 TJ0718_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0718_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0718_STAMPING: 29 WR 2464 1968
 TJ0718_MARK LOGO: USGS  
 TJ0718_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0718+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0718
 TJ0718  HISTORY     - Date     Condition        Report By
 TJ0718  HISTORY     - 1968     MONUMENTED       USGS
 TJ0718
 TJ0718                          STATION DESCRIPTION
 TJ0718
 TJ0718'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0718'FROM THE HIGH SCHOOL IN WHITEWATER, MONTANA, PROCEED 18.78 MILES
 TJ0718'SOUTH AND EAST TO A Y-ROAD, THENCE 3.96 MILES SOUTH ALONG ROAD TO
 TJ0718'FRENCHMAN RESERVOIR SPILLWAY, THENCE 4.2 MILES EAST TO CROSSROADS,
 TJ0718'CORNER SECTION 8-9-16-17/TOWNSHIP 34 NORTH/RANGE 35 EAST, 1.0 MILE
 TJ0718'SOUTH OF GENEVIEVE HALL, 20 FEET SOUTH AND 110 FEET EAST OF THE
 TJ0718'CENTERLINE OF THE NORTH-SOUTH ROAD AT THE ROAD WEST, 9 FEET NORTH OF
 TJ0718'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0094 ***********************************************************************
 TN0094  DESIGNATION -  2900
 TN0094  PID         -  TN0094
 TN0094  STATE/COUNTY-  MT/FLATHEAD
 TN0094  USGS QUAD   -  SOMERS (1994)
 TN0094
 TN0094                         *CURRENT SURVEY CONTROL
 TN0094  ___________________________________________________________________
 TN0094* NAD 83(1986)-  48 04 31.     (N)    114 13 25.     (W)     SCALED    
 TN0094* NAVD 88     -       888.056  (meters)    2913.56   (feet)  ADJUSTED  
 TN0094  ___________________________________________________________________
 TN0094  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 TN0094  DYNAMIC HT  -         888.050 (meters)    2913.54  (feet)  COMP
 TN0094  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 TN0094
 TN0094  VERT ORDER  -  FIRST     CLASS II
 TN0094
 TN0094.The horizontal coordinates were scaled from a topographic map and have
 TN0094.an estimated accuracy of +/- 6 seconds.
 TN0094
 TN0094.The orthometric height was determined by differential leveling
 TN0094.and adjusted by the National Geodetic Survey in June 1991..
 TN0094
 TN0094.The geoid height was determined by GEOID03.
 TN0094
 TN0094.The dynamic height is computed by dividing the NAVD 88
 TN0094.geopotential number by the normal gravity value computed on the
 TN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0094.degrees latitude (g = 980.6199 gals.).
 TN0094
 TN0094.The modeled gravity was interpolated from observed gravity values.
 TN0094
 TN0094;                    North         East    Units  Estimated Accuracy
 TN0094;SPC MT       -   435,670.      248,380.      MT  (+/- 180 meters Scaled)
 TN0094
 TN0094                          SUPERSEDED SURVEY CONTROL
 TN0094
 TN0094  NGVD 29 (??/??/92)  886.935  (m)         2909.89   (f) ADJ UNCH    1 2
 TN0094
 TN0094.Superseded values are not recommended for survey control.
 TN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0094.See file dsdata.txt to determine how the superseded data were derived.
 TN0094
 TN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP067283(NAD 83)
 TN0094_MARKER: P = PIPE CAP
 TN0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0094_STAMPING: 2900 GN
 TN0094_PROJECTION: FLUSH
 TN0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0094
 TN0094  HISTORY     - Date     Condition        Report By
 TN0094  HISTORY     - UNK      MONUMENTED       USGS
 TN0094  HISTORY     - 1956     GOOD             NGS
 TN0094  HISTORY     - 1979     GOOD             NGS
 TN0094  HISTORY     - 19820324 MARK NOT FOUND   NGS
 TN0094
 TN0094                          STATION DESCRIPTION
 TN0094
 TN0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TN0094'0.4 MI S FROM SOMERS.
 TN0094'0.4 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0094'SOMERS, FLATHEAD COUNTY, 196 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 TN0094'THE SOMERS LUMBER CO. PLANING MILL, 82 FEET EAST OF THE HEADBLOCK OF
 TN0094'THE TURNOUT OF THE TRACK TO THE SAWMILL, 43 FEET EAST OF A ROAD, ON
 TN0094'THE WEST SLOPE OF A HILL, AND 6 FEET HIGHER THAN THE TRACK.  A UNITED
 TN0094'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2900 GN AND RIVETED ON
 TN0094'THE TOP OF A 3-1/2-INCH IRON PIPE.
 TN0094
 TN0094                          STATION RECOVERY (1979)
 TN0094
 TN0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0094'0.1 MILE EAST ALONG SOMERS ROAD FROM THE POST OFFICE IN SOMERS,
 TN0094'THENCE 0.3 MILE SOUTH ALONG SUMMIT AVENUE, THENCE 0.2 MILE SOUTH
 TN0094'ALONG A GRAVELLED ROAD, 117 FEET NORTH-NORTHEAST OF POWER POLE 269603,
 TN0094'101.5 FEET SOUTH-SOUTHEAST OF POWER POLE 269602 WITH ONE GUY WIRE
 TN0094'(THIS POLE IS A JUNCTION POLE) AND 53 FEET EAST OF THE CENTERLINE OF
 TN0094'THE GRAVELLED ROAD.
 TN0094'THE MARK IS 1 FT  W FROM A WITNESS POST.
 TN0094'THE MARK IS 6 FT ABOVE THE GRAVELLED ROAD.
 TN0094
 TN0094                          STATION RECOVERY (1982)
 TN0094
 TN0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TN0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0312 ***********************************************************************
 TN0312  DESIGNATION -  2905
 TN0312  PID         -  TN0312
 TN0312  STATE/COUNTY-  MT/LINCOLN
 TN0312  USGS QUAD   -  HORSE MOUNTAIN (1983)
 TN0312
 TN0312                         *CURRENT SURVEY CONTROL
 TN0312  ___________________________________________________________________
 TN0312* NAD 83(1986)-  48 11 04.     (N)    115 26 33.     (W)     SCALED    
 TN0312* NAVD 88     -       886.678  (meters)    2909.04   (feet)  ADJUSTED  
 TN0312  ___________________________________________________________________
 TN0312  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TN0312  DYNAMIC HT  -         886.680 (meters)    2909.05  (feet)  COMP
 TN0312  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 TN0312
 TN0312  VERT ORDER  -  SECOND    CLASS 0
 TN0312
 TN0312.The horizontal coordinates were scaled from a topographic map and have
 TN0312.an estimated accuracy of +/- 6 seconds.
 TN0312
 TN0312.The orthometric height was determined by differential leveling
 TN0312.and adjusted by the National Geodetic Survey in June 1991..
 TN0312
 TN0312.The geoid height was determined by GEOID03.
 TN0312
 TN0312.The dynamic height is computed by dividing the NAVD 88
 TN0312.geopotential number by the normal gravity value computed on the
 TN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0312.degrees latitude (g = 980.6199 gals.).
 TN0312
 TN0312.The modeled gravity was interpolated from observed gravity values.
 TN0312
 TN0312;                    North         East    Units  Estimated Accuracy
 TN0312;SPC MT       -   453,940.      158,720.      MT  (+/- 180 meters Scaled)
 TN0312
 TN0312                          SUPERSEDED SURVEY CONTROL
 TN0312
 TN0312  NGVD 29 (??/??/92)  885.498  (m)         2905.17   (f) ADJ UNCH    2 0
 TN0312
 TN0312.Superseded values are not recommended for survey control.
 TN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0312.See file dsdata.txt to determine how the superseded data were derived.
 TN0312
 TN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP157379(NAD 83)
 TN0312_MARKER: DD = SURVEY DISK
 TN0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0312_STAMPING: 2905 1936 52
 TN0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0312+STABILITY: SURFACE MOTION
 TN0312
 TN0312  HISTORY     - Date     Condition        Report By
 TN0312  HISTORY     - 1936     MONUMENTED       USDA
 TN0312  HISTORY     - 1952     GOOD             NGS
 TN0312
 TN0312                          STATION DESCRIPTION
 TN0312
 TN0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0312'15.7 MI SE FROM LIBBY.
 TN0312'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0312'STATION AT LIBBY, THENCE 15.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 2,
 TN0312'AT THE EDGE OF A PARKING AREA, 28 FEET EAST OF THE CENTER LINE OF THE
 TN0312'HIGHWAY, 2.6 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 TN0312'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 TN0312'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0093 ***********************************************************************
 TN0093  DESIGNATION -  2905
 TN0093  PID         -  TN0093
 TN0093  STATE/COUNTY-  MT/FLATHEAD
 TN0093  USGS QUAD   -  LION MOUNTAIN (1994)
 TN0093
 TN0093                         *CURRENT SURVEY CONTROL
 TN0093  ___________________________________________________________________
 TN0093* NAD 83(1986)-  48 07 28.     (N)    114 15 39.     (W)     SCALED    
 TN0093* NAVD 88     -       889.347  (meters)    2917.80   (feet)  ADJUSTED  
 TN0093  ___________________________________________________________________
 TN0093  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0093  DYNAMIC HT  -         889.339 (meters)    2917.77  (feet)  COMP
 TN0093  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 TN0093
 TN0093  VERT ORDER  -  FIRST     CLASS II
 TN0093
 TN0093.The horizontal coordinates were scaled from a topographic map and have
 TN0093.an estimated accuracy of +/- 6 seconds.
 TN0093
 TN0093.The orthometric height was determined by differential leveling
 TN0093.and adjusted by the National Geodetic Survey in June 1991..
 TN0093
 TN0093.The geoid height was determined by GEOID03.
 TN0093
 TN0093.The dynamic height is computed by dividing the NAVD 88
 TN0093.geopotential number by the normal gravity value computed on the
 TN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0093.degrees latitude (g = 980.6199 gals.).
 TN0093
 TN0093.The modeled gravity was interpolated from observed gravity values.
 TN0093
 TN0093;                    North         East    Units  Estimated Accuracy
 TN0093;SPC MT       -   441,290.      245,940.      MT  (+/- 180 meters Scaled)
 TN0093
 TN0093                          SUPERSEDED SURVEY CONTROL
 TN0093
 TN0093  NGVD 29 (??/??/92)  888.221  (m)         2914.11   (f) ADJ UNCH    1 2
 TN0093
 TN0093.Superseded values are not recommended for survey control.
 TN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0093.See file dsdata.txt to determine how the superseded data were derived.
 TN0093
 TN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP038337(NAD 83)
 TN0093_MARKER: P = PIPE CAP
 TN0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0093_STAMPING: 2905 GN
 TN0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0093
 TN0093  HISTORY     - Date     Condition        Report By
 TN0093  HISTORY     - UNK      MONUMENTED       USGS
 TN0093  HISTORY     - 1956     GOOD             NGS
 TN0093
 TN0093                          STATION DESCRIPTION
 TN0093
 TN0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TN0093'3.4 MI N FROM SOMERS.
 TN0093'3.4 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0093'SOMERS, FLATHEAD COUNTY, 6 RAILS SOUTH OF MILEPOST 1233, 52 FEET EAST
 TN0093'OF THE TRACK, AT THE NORTHWEST CORNER OF A CATTLE PASTURE, 15 FEET
 TN0093'SOUTHWEST OF THE SOUTHWEST CORNER OF A. MITTENS FRONT YARD IN 1933,
 TN0093'AND 3 FEET EAST OF A GATE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TN0093'CAP, STAMPED 2905 GN AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0020 ***********************************************************************
 SU0020  DESIGNATION -  2908
 SU0020  PID         -  SU0020
 SU0020  STATE/COUNTY-  MT/LAKE
 SU0020  USGS QUAD   -  POLSON (1964)
 SU0020
 SU0020                         *CURRENT SURVEY CONTROL
 SU0020  ___________________________________________________________________
 SU0020* NAD 83(1986)-  47 41 36.     (N)    114 09 48.     (W)     SCALED    
 SU0020* NAVD 88     -       890.556  (meters)    2921.77   (feet)  ADJUSTED  
 SU0020  ___________________________________________________________________
 SU0020  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 SU0020  DYNAMIC HT  -         890.524 (meters)    2921.66  (feet)  COMP
 SU0020  MODELED GRAV-     980,546.5   (mgal)                       NAVD 88
 SU0020
 SU0020  VERT ORDER  -  FIRST     CLASS II
 SU0020
 SU0020.The horizontal coordinates were scaled from a topographic map and have
 SU0020.an estimated accuracy of +/- 6 seconds.
 SU0020
 SU0020.The orthometric height was determined by differential leveling
 SU0020.and adjusted by the National Geodetic Survey in June 1991..
 SU0020
 SU0020.The geoid height was determined by GEOID03.
 SU0020
 SU0020.The dynamic height is computed by dividing the NAVD 88
 SU0020.geopotential number by the normal gravity value computed on the
 SU0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0020.degrees latitude (g = 980.6199 gals.).
 SU0020
 SU0020.The modeled gravity was interpolated from observed gravity values.
 SU0020
 SU0020;                    North         East    Units  Estimated Accuracy
 SU0020;SPC MT       -   393,030.      250,330.      MT  (+/- 180 meters Scaled)
 SU0020
 SU0020                          SUPERSEDED SURVEY CONTROL
 SU0020
 SU0020  NGVD 29 (??/??/92)  889.448  (m)         2918.13   (f) ADJ UNCH    1 2
 SU0020
 SU0020.Superseded values are not recommended for survey control.
 SU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0020.See file dsdata.txt to determine how the superseded data were derived.
 SU0020
 SU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN128861(NAD 83)
 SU0020_MARKER: P = PIPE CAP
 SU0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0020_STAMPING: 2908 GN
 SU0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0020
 SU0020  HISTORY     - Date     Condition        Report By
 SU0020  HISTORY     - UNK      MONUMENTED       USGS
 SU0020  HISTORY     - 1950     GOOD             NGS
 SU0020
 SU0020                          STATION DESCRIPTION
 SU0020
 SU0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SU0020'IN POLSON.
 SU0020'AT POLSON, IN THE SALISH HOTEL PARK, 236.2 FEET NORTH OF THE NORTHWEST
 SU0020'CORNER OF THE HOTEL BUILDING, 80 FEET WEST OF THE CENTER LINE OF 3RD
 SU0020'STREET, 29 FEET SOUTHEAST OF A 36-INCH COTTONWOOD TREE, 3 FEET
 SU0020'SOUTHWEST OF BENCH MARK 2 (USGS), AND RIVETED ON THE TOP OF A 3
 SU0020'1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0021 ***********************************************************************
 SU0021  DESIGNATION -  2908 RESET
 SU0021  PID         -  SU0021
 SU0021  STATE/COUNTY-  MT/LAKE
 SU0021  USGS QUAD   -  POLSON (1964)
 SU0021
 SU0021                         *CURRENT SURVEY CONTROL
 SU0021  ___________________________________________________________________
 SU0021* NAD 83(1986)-  47 41 42.     (N)    114 09 48.     (W)     SCALED    
 SU0021* NAVD 88     -       888.701  (meters)    2915.68   (feet)  ADJUSTED  
 SU0021  ___________________________________________________________________
 SU0021  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 SU0021  DYNAMIC HT  -         888.669 (meters)    2915.57  (feet)  COMP
 SU0021  MODELED GRAV-     980,547.3   (mgal)                       NAVD 88
 SU0021
 SU0021  VERT ORDER  -  FIRST     CLASS II
 SU0021
 SU0021.The horizontal coordinates were scaled from a topographic map and have
 SU0021.an estimated accuracy of +/- 6 seconds.
 SU0021
 SU0021.The orthometric height was determined by differential leveling
 SU0021.and adjusted by the National Geodetic Survey in June 1991..
 SU0021
 SU0021.The geoid height was determined by GEOID03.
 SU0021
 SU0021.The dynamic height is computed by dividing the NAVD 88
 SU0021.geopotential number by the normal gravity value computed on the
 SU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0021.degrees latitude (g = 980.6199 gals.).
 SU0021
 SU0021.The modeled gravity was interpolated from observed gravity values.
 SU0021
 SU0021;                    North         East    Units  Estimated Accuracy
 SU0021;SPC MT       -   393,210.      250,350.      MT  (+/- 180 meters Scaled)
 SU0021
 SU0021                          SUPERSEDED SURVEY CONTROL
 SU0021
 SU0021  NGVD 29 (??/??/92)  887.602  (m)         2912.07   (f) ADJ UNCH    1 2
 SU0021
 SU0021.Superseded values are not recommended for survey control.
 SU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0021.See file dsdata.txt to determine how the superseded data were derived.
 SU0021
 SU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN128863(NAD 83)
 SU0021_MARKER: P = PIPE CAP
 SU0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0021_STAMPING: 2908 GN RESET 1942
 SU0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0021
 SU0021  HISTORY     - Date     Condition        Report By
 SU0021  HISTORY     - 1942     MONUMENTED       LOCSUR
 SU0021  HISTORY     - 1979     GOOD             NGS
 SU0021
 SU0021                          STATION DESCRIPTION
 SU0021
 SU0021'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 SU0021'IN POLSON.
 SU0021'AT POLSON, LAKE COUNTY, ON THIRD STREET, NEAR THE SALISH HOTEL, IN THE
 SU0021'HOTEL PARK, 236.2 FEET NORTH OF THE NORTHWEST CORNER OF THE HOTEL
 SU0021'BUILDING, 80 FEET WEST OF THE CENTERLINE OF THE STREET, 29 FEET
 SU0021'SOUTHEAST OF A 36-INCH COTTONWOOD TREE, AND 3 FEET SOUTHWEST OF BENCH
 SU0021'MARK 2 (USGS) RESET DESCRIBED ABOVE.  A UNITED STATES GEOLOGICAL
 SU0021'SURVEY STANDARD CAP, STAMPED 2908 GN RESET 1942 AND RIVETED ON THE TOP
 SU0021'OF A 3-1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE GROUND.
 SU0021
 SU0021                          STATION RECOVERY (1979)
 SU0021
 SU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0021'ADD--2.0 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 SU0021'STATE HIGHWAY 35 IN POLSON.  ADD--0.05 MILE NORTHEAST OF THE EAST END
 SU0021'OF THE FLATHEAD RIVER BRIDGE.  NOTE--CAP OR DISK IS CONCAVE AND THE
 SU0021'USE OF A CENTIMETER PLUG IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0310 ***********************************************************************
 TN0310  DESIGNATION -  2924
 TN0310  PID         -  TN0310
 TN0310  STATE/COUNTY-  MT/LINCOLN
 TN0310  USGS QUAD   -  HORSE MOUNTAIN (1983)
 TN0310
 TN0310                         *CURRENT SURVEY CONTROL
 TN0310  ___________________________________________________________________
 TN0310* NAD 83(1986)-  48 10 02.     (N)    115 26 46.     (W)     SCALED    
 TN0310* NAVD 88     -       892.452  (meters)    2927.99   (feet)  ADJUSTED  
 TN0310  ___________________________________________________________________
 TN0310  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TN0310  DYNAMIC HT  -         892.447 (meters)    2927.97  (feet)  COMP
 TN0310  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 TN0310
 TN0310  VERT ORDER  -  SECOND    CLASS 0
 TN0310
 TN0310.The horizontal coordinates were scaled from a topographic map and have
 TN0310.an estimated accuracy of +/- 6 seconds.
 TN0310
 TN0310.The orthometric height was determined by differential leveling
 TN0310.and adjusted by the National Geodetic Survey in June 1991..
 TN0310
 TN0310.The geoid height was determined by GEOID03.
 TN0310
 TN0310.The dynamic height is computed by dividing the NAVD 88
 TN0310.geopotential number by the normal gravity value computed on the
 TN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0310.degrees latitude (g = 980.6199 gals.).
 TN0310
 TN0310.The modeled gravity was interpolated from observed gravity values.
 TN0310
 TN0310;                    North         East    Units  Estimated Accuracy
 TN0310;SPC MT       -   452,060.      158,310.      MT  (+/- 180 meters Scaled)
 TN0310
 TN0310                          SUPERSEDED SURVEY CONTROL
 TN0310
 TN0310  NGVD 29 (??/??/92)  891.268  (m)         2924.10   (f) ADJ UNCH    2 0
 TN0310
 TN0310.Superseded values are not recommended for survey control.
 TN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0310.See file dsdata.txt to determine how the superseded data were derived.
 TN0310
 TN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP155360(NAD 83)
 TN0310_MARKER: DD = SURVEY DISK
 TN0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0310_STAMPING: 2924 1936 2 - 7
 TN0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0310+STABILITY: SURFACE MOTION
 TN0310
 TN0310  HISTORY     - Date     Condition        Report By
 TN0310  HISTORY     - 1936     MONUMENTED       USDA
 TN0310  HISTORY     - 1952     GOOD             NGS
 TN0310
 TN0310                          STATION DESCRIPTION
 TN0310
 TN0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0310'16.9 MI SE FROM LIBBY.
 TN0310'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0310'STATION AT LIBBY, THENCE 16.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 2,
 TN0310'32.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 TN0310'NORTHWEST OF THE NORTHWEST END OF A ROCKY CUT, 2.9 FEET SOUTH OF A
 TN0310'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TN0310'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0092 ***********************************************************************
 TN0092  DESIGNATION -  2924
 TN0092  PID         -  TN0092
 TN0092  STATE/COUNTY-  MT/FLATHEAD
 TN0092  USGS QUAD   -  KALISPELL (1994)
 TN0092
 TN0092                         *CURRENT SURVEY CONTROL
 TN0092  ___________________________________________________________________
 TN0092* NAD 83(1986)-  48 09 35.     (N)    114 18 16.     (W)     SCALED    
 TN0092* NAVD 88     -       895.301  (meters)    2937.33   (feet)  ADJUSTED  
 TN0092  ___________________________________________________________________
 TN0092  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 TN0092  DYNAMIC HT  -         895.299 (meters)    2937.33  (feet)  COMP
 TN0092  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 TN0092
 TN0092  VERT ORDER  -  FIRST     CLASS II
 TN0092
 TN0092.The horizontal coordinates were scaled from a topographic map and have
 TN0092.an estimated accuracy of +/- 6 seconds.
 TN0092
 TN0092.The orthometric height was determined by differential leveling
 TN0092.and adjusted by the National Geodetic Survey in June 1991..
 TN0092
 TN0092.The geoid height was determined by GEOID03.
 TN0092
 TN0092.The dynamic height is computed by dividing the NAVD 88
 TN0092.geopotential number by the normal gravity value computed on the
 TN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0092.degrees latitude (g = 980.6199 gals.).
 TN0092
 TN0092.The modeled gravity was interpolated from observed gravity values.
 TN0092
 TN0092;                    North         East    Units  Estimated Accuracy
 TN0092;SPC MT       -   445,400.      242,940.      MT  (+/- 180 meters Scaled)
 TN0092
 TN0092                          SUPERSEDED SURVEY CONTROL
 TN0092
 TN0092  NGVD 29 (??/??/92)  894.178  (m)         2933.65   (f) ADJ UNCH    1 2
 TN0092
 TN0092.Superseded values are not recommended for survey control.
 TN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0092.See file dsdata.txt to determine how the superseded data were derived.
 TN0092
 TN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP004375(NAD 83)
 TN0092_MARKER: P = PIPE CAP
 TN0092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0092_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0092_STAMPING: 2924 G N
 TN0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0092
 TN0092  HISTORY     - Date     Condition        Report By
 TN0092  HISTORY     - UNK      MONUMENTED       USGS
 TN0092  HISTORY     - 1952     GOOD             NGS
 TN0092
 TN0092                          STATION DESCRIPTION
 TN0092
 TN0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0092'2.7 MI S FROM KALISPELL.
 TN0092'0.9 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0092'STATION AT KALISPELL, THENCE 1.5 MILE SOUTH ALONG A GRAVEL COUNTY
 TN0092'ROAD, THENCE 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY, 49.3
 TN0092'FEET NORTHEAST OF THE NORTHEAST RAIL, 34.6 FEET SOUTH OF THE SOUTH
 TN0092'CORNER OF A FRAME HOUSE, 10.9 FEET NORTH NORTHEAST OF A TELEPHONE
 TN0092'POLE, 8.6 FEET SOUTHEAST OF A FENCE CORNER POST, 1.9 FEET NORTHEAST OF
 TN0092'A FENCE, ABOUT 4 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF
 TN0092'A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0086 ***********************************************************************
 TN0086  DESIGNATION -  2937.80
 TN0086  PID         -  TN0086
 TN0086  STATE/COUNTY-  MT/FLATHEAD
 TN0086  USGS QUAD   -  KALISPELL (1994)
 TN0086
 TN0086                         *CURRENT SURVEY CONTROL
 TN0086  ___________________________________________________________________
 TN0086* NAD 83(1986)-  48 11 14.     (N)    114 18 33.     (W)     SCALED    
 TN0086* NAVD 88     -       896.290  (meters)    2940.58   (feet)  ADJUSTED  
 TN0086  ___________________________________________________________________
 TN0086  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TN0086  DYNAMIC HT  -         896.283 (meters)    2940.56  (feet)  COMP
 TN0086  MODELED GRAV-     980,574.1   (mgal)                       NAVD 88
 TN0086
 TN0086  VERT ORDER  -  FIRST     CLASS II
 TN0086
 TN0086.The horizontal coordinates were scaled from a topographic map and have
 TN0086.an estimated accuracy of +/- 6 seconds.
 TN0086
 TN0086.The orthometric height was determined by differential leveling
 TN0086.and adjusted by the National Geodetic Survey in June 1991..
 TN0086
 TN0086.The geoid height was determined by GEOID03.
 TN0086
 TN0086.The dynamic height is computed by dividing the NAVD 88
 TN0086.geopotential number by the normal gravity value computed on the
 TN0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0086.degrees latitude (g = 980.6199 gals.).
 TN0086
 TN0086.The modeled gravity was interpolated from observed gravity values.
 TN0086
 TN0086;                    North         East    Units  Estimated Accuracy
 TN0086;SPC MT       -   448,480.      242,780.      MT  (+/- 180 meters Scaled)
 TN0086
 TN0086                          SUPERSEDED SURVEY CONTROL
 TN0086
 TN0086  NGVD 29 (??/??/92)  895.156  (m)         2936.86   (f) ADJ UNCH    1 2
 TN0086
 TN0086.Superseded values are not recommended for survey control.
 TN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0086.See file dsdata.txt to determine how the superseded data were derived.
 TN0086
 TN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP999406(NAD 83)
 TN0086_MARKER: DD = SURVEY DISK
 TN0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0086_STAMPING: 2937.80
 TN0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0086+STABILITY: SURFACE MOTION
 TN0086
 TN0086  HISTORY     - Date     Condition        Report By
 TN0086  HISTORY     - UNK      MONUMENTED       MTDH
 TN0086  HISTORY     - 1952     GOOD             NGS
 TN0086  HISTORY     - 1979     GOOD             NGS
 TN0086
 TN0086                          STATION DESCRIPTION
 TN0086
 TN0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0086'0.9 MI S FROM KALISPELL.
 TN0086'0.9 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0086'STATION AT KALISPELL, AT THE NORTHEAST CORNER OF SOUTH MAIN STREET AND
 TN0086'12TH STREET WEST, 28.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 TN0086'19.0 FEET NORTH OF THE NORTH CURB OF 12TH STREET, 2.9 FEET EAST OF THE
 TN0086'EAST CURB OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 TN0086'SET IN THE TOP OF A CONCRETE POST MARKED FAP F 191 (11) AND PROJECTING
 TN0086'3.0 FEET ABOVE THE GROUND.
 TN0086
 TN0086                          STATION RECOVERY (1979)
 TN0086
 TN0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0086'OMIT--0.9 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE RAILROAD STATION
 TN0086'IN KALSIPELL
 TN0086'ADD--1.3 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 TN0086'U. S. HIGHWAY 2 IN KALISPELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0084 ***********************************************************************
 TN0084  DESIGNATION -  2945
 TN0084  PID         -  TN0084
 TN0084  STATE/COUNTY-  MT/FLATHEAD
 TN0084  USGS QUAD   -  KALISPELL (1994)
 TN0084
 TN0084                         *CURRENT SURVEY CONTROL
 TN0084  ___________________________________________________________________
 TN0084* NAD 83(1986)-  48 11 58.     (N)    114 18 45.     (W)     SCALED    
 TN0084* NAVD 88     -       901.713  (meters)    2958.37   (feet)  ADJUSTED  
 TN0084  ___________________________________________________________________
 TN0084  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 TN0084  DYNAMIC HT  -         901.701 (meters)    2958.33  (feet)  COMP
 TN0084  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 TN0084
 TN0084  VERT ORDER  -  FIRST     CLASS II
 TN0084
 TN0084.The horizontal coordinates were scaled from a topographic map and have
 TN0084.an estimated accuracy of +/- 6 seconds.
 TN0084
 TN0084.The orthometric height was determined by differential leveling
 TN0084.and adjusted by the National Geodetic Survey in June 1991..
 TN0084
 TN0084.The geoid height was determined by GEOID03.
 TN0084
 TN0084.The dynamic height is computed by dividing the NAVD 88
 TN0084.geopotential number by the normal gravity value computed on the
 TN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0084.degrees latitude (g = 980.6199 gals.).
 TN0084
 TN0084.The modeled gravity was interpolated from observed gravity values.
 TN0084
 TN0084;                    North         East    Units  Estimated Accuracy
 TN0084;SPC MT       -   449,850.      242,620.      MT  (+/- 180 meters Scaled)
 TN0084
 TN0084                          SUPERSEDED SURVEY CONTROL
 TN0084
 TN0084  NGVD 29 (??/??/92)  900.574  (m)         2954.63   (f) ADJ UNCH    1 2
 TN0084
 TN0084.Superseded values are not recommended for survey control.
 TN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0084.See file dsdata.txt to determine how the superseded data were derived.
 TN0084
 TN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP996419(NAD 83)
 TN0084_MARKER: P = PIPE CAP
 TN0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0084_STAMPING: 2945 GN
 TN0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0084
 TN0084  HISTORY     - Date     Condition        Report By
 TN0084  HISTORY     - UNK      MONUMENTED       USGS
 TN0084  HISTORY     - 1952     GOOD             NGS
 TN0084  HISTORY     - 1979     GOOD             NGS
 TN0084
 TN0084                          STATION DESCRIPTION
 TN0084
 TN0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0084'IN KALISPELL.
 TN0084'AT KALISPELL, FLATHEAD COUNTY, ON THE GREAT NORTHERN RAILWAY, 114 FEET
 TN0084'EAST OF THE STATION, 59 FEET SOUTH OF THE SOUTH TRACK, IN THE
 TN0084'NORTHEAST CORNER OF THE RAILROAD PARK, 44 FEET SOUTH OF THE NORTH EDGE
 TN0084'OF THE PARK, AND 14 FEET WEST OF THE EAST EDGE.  A UNITED STATES
 TN0084'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2945 GN AND RIVETED ON THE TOP
 TN0084'OF A 3-1/2-INCH IRON PIPE ABOUT 1 FOOT UNDERGROUND, ACCESS TO WHICH IS
 TN0084'HAD THROUGH A 6-INCH CAST-IRON PIPE.
 TN0084
 TN0084                          STATION RECOVERY (1979)
 TN0084
 TN0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0084'ADD--RAILROAD STATION IS NOW USED AS A COMMUNITY COLLEGE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0308 ***********************************************************************
 TN0308  DESIGNATION -  2947
 TN0308  PID         -  TN0308
 TN0308  STATE/COUNTY-  MT/LINCOLN
 TN0308  USGS QUAD   -  HORSE MOUNTAIN (1983)
 TN0308
 TN0308                         *CURRENT SURVEY CONTROL
 TN0308  ___________________________________________________________________
 TN0308* NAD 83(1986)-  48 08 47.     (N)    115 26 29.     (W)     SCALED    
 TN0308* NAVD 88     -       899.489  (meters)    2951.07   (feet)  ADJUSTED  
 TN0308  ___________________________________________________________________
 TN0308  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0308  DYNAMIC HT  -         899.481 (meters)    2951.05  (feet)  COMP
 TN0308  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 TN0308
 TN0308  VERT ORDER  -  SECOND    CLASS 0
 TN0308
 TN0308.The horizontal coordinates were scaled from a topographic map and have
 TN0308.an estimated accuracy of +/- 6 seconds.
 TN0308
 TN0308.The orthometric height was determined by differential leveling
 TN0308.and adjusted by the National Geodetic Survey in June 1991..
 TN0308
 TN0308.The geoid height was determined by GEOID03.
 TN0308
 TN0308.The dynamic height is computed by dividing the NAVD 88
 TN0308.geopotential number by the normal gravity value computed on the
 TN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0308.degrees latitude (g = 980.6199 gals.).
 TN0308
 TN0308.The modeled gravity was interpolated from observed gravity values.
 TN0308
 TN0308;                    North         East    Units  Estimated Accuracy
 TN0308;SPC MT       -   449,720.      158,480.      MT  (+/- 180 meters Scaled)
 TN0308
 TN0308                          SUPERSEDED SURVEY CONTROL
 TN0308
 TN0308  NGVD 29 (??/??/92)  898.306  (m)         2947.19   (f) ADJ UNCH    2 0
 TN0308
 TN0308.Superseded values are not recommended for survey control.
 TN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0308.See file dsdata.txt to determine how the superseded data were derived.
 TN0308
 TN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP159337(NAD 83)
 TN0308_MARKER: DD = SURVEY DISK
 TN0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0308_STAMPING: 2947 1936 2 - 9
 TN0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0308+STABILITY: SURFACE MOTION
 TN0308
 TN0308  HISTORY     - Date     Condition        Report By
 TN0308  HISTORY     - 1936     MONUMENTED       USDA
 TN0308  HISTORY     - 1952     GOOD             NGS
 TN0308
 TN0308                          STATION DESCRIPTION
 TN0308
 TN0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0308'18.3 MI SE FROM LIBBY.
 TN0308'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0308'STATION AT LIBBY, THENCE 17.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 2,
 TN0308'45 FEET NORTHWEST OF A TELEPHONE POLE, 35 FEET NORTHEAST OF THE CENTER
 TN0308'LINE OF THE HIGHWAY, 10 1/2 FEET SOUTHEAST OF RIGHT-OF-WAY POST NO.
 TN0308'350, 5.6 FEET SOUTHWEST OF A FENCE, 2.2 FEET NORTHWEST OF A WITNESS
 TN0308'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TN0308'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0004 ***********************************************************************
 TL0004  DESIGNATION -  2957
 TL0004  PID         -  TL0004
 TL0004  STATE/COUNTY-  MT/HILL
 TL0004  USGS QUAD   -  SAGE LAKE (1969)
 TL0004
 TL0004                         *CURRENT SURVEY CONTROL
 TL0004  ___________________________________________________________________
 TL0004* NAD 83(1986)-  48 34 51.     (N)    110 10 13.     (W)     SCALED    
 TL0004* NAVD 88     -       902.254  (meters)    2960.14   (feet)  POSTED    
 TL0004  ___________________________________________________________________
 TL0004  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TL0004  DYNAMIC HT  -         902.340 (meters)    2960.43  (feet)  COMP
 TL0004  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 TL0004
 TL0004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0004
 TL0004.The horizontal coordinates were scaled from a topographic map and have
 TL0004.an estimated accuracy of +/- 6 seconds.
 TL0004
 TL0004.The orthometric height was determined by differential leveling
 TL0004.and adjusted by the National Geodetic Survey in 1992..
 TL0004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0004.rate of 0.0 thru 1.0 mm/km.
 TL0004
 TL0004.The geoid height was determined by GEOID03.
 TL0004
 TL0004.The dynamic height is computed by dividing the NAVD 88
 TL0004.geopotential number by the normal gravity value computed on the
 TL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0004.degrees latitude (g = 980.6199 gals.).
 TL0004
 TL0004.The modeled gravity was interpolated from observed gravity values.
 TL0004
 TL0004;                    North         East    Units  Estimated Accuracy
 TL0004;SPC MT       -   481,470.      550,560.      MT  (+/- 180 meters Scaled)
 TL0004
 TL0004                          SUPERSEDED SURVEY CONTROL
 TL0004
 TL0004  NGVD 29 (??/??/92)  901.412  (m)         2957.38   (f) ADJ UNCH    1 2
 TL0004
 TL0004.Superseded values are not recommended for survey control.
 TL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0004.See file dsdata.txt to determine how the superseded data were derived.
 TL0004
 TL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU611811(NAD 83)
 TL0004_MARKER: P = PIPE CAP
 TL0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0004_STAMPING: 2957.383
 TL0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0004
 TL0004  HISTORY     - Date     Condition        Report By
 TL0004  HISTORY     - UNK      MONUMENTED       USGS
 TL0004  HISTORY     - 1934     GOOD             NGS
 TL0004  HISTORY     - 1979     POOR             NGS
 TL0004
 TL0004                          STATION DESCRIPTION
 TL0004
 TL0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0004'4 MI W FROM KREMLIN.
 TL0004'4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM KREMLIN, HILL
 TL0004'COUNTY, 545 FEET NORTHWEST OF MILEPOST 984, 555 FEET NORTHWEST OF THE
 TL0004'MIDDLE OF A CURVE, AT THE TOP OF A HILL, IN A CULTIVATED FIELD, AND
 TL0004'330 FEET NORTH OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 TL0004'STANDARD CAP, STAMPED 2957.383 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 TL0004'IRON PIPE.
 TL0004
 TL0004                          STATION RECOVERY (1979)
 TL0004
 TL0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0004'OMITTED, THIS MARK HAS BEEN HIT AND IS LEANING 45 DEGRESS TO THE EAST
 TL0004'AND CANNOT BE USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0031 ***********************************************************************
 RY0031  DESIGNATION -  2958
 RY0031  PID         -  RY0031
 RY0031  STATE/COUNTY-  MT/MISSOULA
 RY0031  USGS QUAD   -  PETTY MOUNTAIN (1964)
 RY0031
 RY0031                         *CURRENT SURVEY CONTROL
 RY0031  ___________________________________________________________________
 RY0031* NAD 83(1986)-  46 59 34.     (N)    114 26 47.     (W)     SCALED    
 RY0031* NAVD 88     -       903.713  (meters)    2964.93   (feet)  POSTED    
 RY0031  ___________________________________________________________________
 RY0031  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 RY0031  DYNAMIC HT  -         903.600 (meters)    2964.56  (feet)  COMP
 RY0031  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 RY0031
 RY0031  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RY0031
 RY0031.The horizontal coordinates were scaled from a topographic map and have
 RY0031.an estimated accuracy of +/- 6 seconds.
 RY0031
 RY0031.The orthometric height was determined by differential leveling
 RY0031.and adjusted by the National Geodetic Survey in 1992..
 RY0031.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RY0031.rate of 4.1 thru 8.0 mm/km.
 RY0031
 RY0031.The geoid height was determined by GEOID03.
 RY0031
 RY0031.The dynamic height is computed by dividing the NAVD 88
 RY0031.geopotential number by the normal gravity value computed on the
 RY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0031.degrees latitude (g = 980.6199 gals.).
 RY0031
 RY0031.The modeled gravity was interpolated from observed gravity values.
 RY0031
 RY0031;                    North         East    Units  Estimated Accuracy
 RY0031;SPC MT       -   316,640.      224,230.      MT  (+/- 180 meters Scaled)
 RY0031
 RY0031                          SUPERSEDED SURVEY CONTROL
 RY0031
 RY0031  NGVD 29 (??/??/92)  902.63   (m)         2961.4    (f) COMPUTED    1 2
 RY0031
 RY0031.Superseded values are not recommended for survey control.
 RY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0031.See file dsdata.txt to determine how the superseded data were derived.
 RY0031
 RY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN941075(NAD 83)
 RY0031_MARKER: DD = SURVEY DISK
 RY0031_SETTING: 80 = SET IN A BOULDER
 RY0031_STAMPING: 2960.713
 RY0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0031+STABILITY: SURFACE MOTION
 RY0031
 RY0031  HISTORY     - Date     Condition        Report By
 RY0031  HISTORY     - UNK      MONUMENTED       USGS
 RY0031  HISTORY     - 1970     GOOD             NGS
 RY0031  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0031
 RY0031                          STATION DESCRIPTION
 RY0031
 RY0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RY0031'IN LOTHROP.
 RY0031'AT LOTHROP, MISSOULA COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 76.8
 RY0031'FEET NORTHEAST OF THE EAST CORNER OF THE STATION, 63.2 FEET NORTHWEST
 RY0031'OF THE FIRST POWERLINE POLE SOUTHEAST OF THE STATION, BETWEEN THE
 RY0031'TRACK AND CLARK FORK, 5 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF
 RY0031'A WHITE WOODEN WITNESS POST, IN THE TOP OF A BOULDER, AND LEVEL WITH
 RY0031'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 RY0031'2960.713.
 RY0031
 RY0031                          STATION RECOVERY (1980)
 RY0031
 RY0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0031'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0075 ***********************************************************************
 TN0075  DESIGNATION -  2963
 TN0075  PID         -  TN0075
 TN0075  STATE/COUNTY-  MT/FLATHEAD
 TN0075  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0075
 TN0075                         *CURRENT SURVEY CONTROL
 TN0075  ___________________________________________________________________
 TN0075* NAD 83(1986)-  48 18 57.     (N)    114 14 30.     (W)     SCALED    
 TN0075* NAVD 88     -       907.312  (meters)    2976.74   (feet)  ADJUSTED  
 TN0075  ___________________________________________________________________
 TN0075  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0075  DYNAMIC HT  -         907.297 (meters)    2976.69  (feet)  COMP
 TN0075  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 TN0075
 TN0075  VERT ORDER  -  FIRST     CLASS II
 TN0075
 TN0075.The horizontal coordinates were scaled from a topographic map and have
 TN0075.an estimated accuracy of +/- 6 seconds.
 TN0075
 TN0075.The orthometric height was determined by differential leveling
 TN0075.and adjusted by the National Geodetic Survey in June 1991..
 TN0075
 TN0075.The geoid height was determined by GEOID03.
 TN0075
 TN0075.The dynamic height is computed by dividing the NAVD 88
 TN0075.geopotential number by the normal gravity value computed on the
 TN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0075.degrees latitude (g = 980.6199 gals.).
 TN0075
 TN0075.The modeled gravity was interpolated from observed gravity values.
 TN0075
 TN0075;                    North         East    Units  Estimated Accuracy
 TN0075;SPC MT       -   462,440.      248,650.      MT  (+/- 180 meters Scaled)
 TN0075
 TN0075                          SUPERSEDED SURVEY CONTROL
 TN0075
 TN0075  NGVD 29 (??/??/92)  906.156  (m)         2972.95   (f) ADJ UNCH    1 2
 TN0075
 TN0075.Superseded values are not recommended for survey control.
 TN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0075.See file dsdata.txt to determine how the superseded data were derived.
 TN0075
 TN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP044550(NAD 83)
 TN0075_MARKER: P = PIPE CAP
 TN0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0075_STAMPING: 2963 GN
 TN0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0075
 TN0075  HISTORY     - Date     Condition        Report By
 TN0075  HISTORY     - UNK      MONUMENTED       USGS
 TN0075  HISTORY     - 1952     GOOD             NGS
 TN0075  HISTORY     - 1979     POOR             NGS
 TN0075
 TN0075                          STATION DESCRIPTION
 TN0075
 TN0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0075'IN LA SALLE.
 TN0075'275 YARDS SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0075'AT LA SALLE, FLATHEAD COUNTY, 400 YARDS NORTHEAST OF THE CROSSING OF A
 TN0075'ROAD LEADING TO THE FRED LEACH PLACE IN 1933, 10 FEET NORTHEAST OF
 TN0075'MILEPOST 1217, AND 37 FEET WEST OF THE WEST TRACK.  A UNITED STATES
 TN0075'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2963 GN AND RIVETED ON THE TOP
 TN0075'OF A 3-1/2-INCH IRON PIPE.
 TN0075
 TN0075                          STATION RECOVERY (1979)
 TN0075
 TN0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0075'BM FOUND LOOSE IN GROUND OMITTED FROM 1979 LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0420 ***********************************************************************
 SU0420  DESIGNATION -  2969
 SU0420  PID         -  SU0420
 SU0420  STATE/COUNTY-  MT/MINERAL
 SU0420  USGS QUAD   -  DE BORGIA SOUTH (1988)
 SU0420
 SU0420                         *CURRENT SURVEY CONTROL
 SU0420  ___________________________________________________________________
 SU0420* NAD 83(1986)-  47 21 25.     (N)    115 17 17.     (W)     SCALED    
 SU0420* NAVD 88     -       906.029  (meters)    2972.53   (feet)  ADJUSTED  
 SU0420  ___________________________________________________________________
 SU0420  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 SU0420  DYNAMIC HT  -         905.955 (meters)    2972.29  (feet)  COMP
 SU0420  MODELED GRAV-     980,500.5   (mgal)                       NAVD 88
 SU0420
 SU0420  VERT ORDER  -  SECOND    CLASS 0
 SU0420
 SU0420.The horizontal coordinates were scaled from a topographic map and have
 SU0420.an estimated accuracy of +/- 6 seconds.
 SU0420
 SU0420.The orthometric height was determined by differential leveling
 SU0420.and adjusted by the National Geodetic Survey in June 1991..
 SU0420
 SU0420.The geoid height was determined by GEOID03.
 SU0420
 SU0420.The dynamic height is computed by dividing the NAVD 88
 SU0420.geopotential number by the normal gravity value computed on the
 SU0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0420.degrees latitude (g = 980.6199 gals.).
 SU0420
 SU0420.The modeled gravity was interpolated from observed gravity values.
 SU0420
 SU0420;                    North         East    Units  Estimated Accuracy
 SU0420;SPC MT       -   361,380.      163,380.      MT  (+/- 180 meters Scaled)
 SU0420
 SU0420                          SUPERSEDED SURVEY CONTROL
 SU0420
 SU0420  NGVD 29 (??/??/92)  904.885  (m)         2968.78   (f) ADJ UNCH    2 0
 SU0420
 SU0420.Superseded values are not recommended for survey control.
 SU0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0420.See file dsdata.txt to determine how the superseded data were derived.
 SU0420
 SU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN292462(NAD 83)
 SU0420_MARKER: DD = SURVEY DISK
 SU0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0420_SP_SET: PARAPET
 SU0420_STAMPING: 2969 1932
 SU0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0420
 SU0420  HISTORY     - Date     Condition        Report By
 SU0420  HISTORY     - 1932     MONUMENTED       BPR
 SU0420
 SU0420                          STATION DESCRIPTION
 SU0420
 SU0420'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 SU0420'3.3 MI E FROM DE BORGIA.
 SU0420'3.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0420'STATION AT DE BORGIA, MINERAL COUNTY, 1.4 MILES WEST OF CABIN CITY,
 SU0420'135 FEET SOUTH OF AN OLD BRICK BUILDING, 14.6 FEET NORTH OF THE
 SU0420'CENTERLINE OF THE HIGHWAY AT A CONCRETE HIGHWAY BRIDGE OVER A SMALL
 SU0420'CREEK, IN THE TOP OF THE EAST END OF THE NORTH PARAPET, AND 1.5 FEET
 SU0420'WEST OF THE EAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0033 ***********************************************************************
 QW0033  DESIGNATION -  2982
 QW0033  PID         -  QW0033
 QW0033  STATE/COUNTY-  MT/YELLOWSTONE
 QW0033  USGS QUAD   -  WORDEN (1967)
 QW0033
 QW0033                         *CURRENT SURVEY CONTROL
 QW0033  ___________________________________________________________________
 QW0033* NAD 83(1986)-  45 56 48.     (N)    108 08 44.     (W)     SCALED    
 QW0033* NAVD 88     -       915.097  (meters)    3002.28   (feet)  POSTED    
 QW0033  ___________________________________________________________________
 QW0033  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 QW0033  DYNAMIC HT  -         914.930 (meters)    3001.73  (feet)  COMP
 QW0033  MODELED GRAV-     980,402.2   (mgal)                       NAVD 88
 QW0033
 QW0033  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0033
 QW0033.The horizontal coordinates were scaled from a topographic map and have
 QW0033.an estimated accuracy of +/- 6 seconds.
 QW0033
 QW0033.The orthometric height was determined by differential leveling
 QW0033.and adjusted by the National Geodetic Survey in 1992..
 QW0033.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0033.rate of 0.0 thru 1.0 mm/km.
 QW0033
 QW0033.The geoid height was determined by GEOID03.
 QW0033
 QW0033.The dynamic height is computed by dividing the NAVD 88
 QW0033.geopotential number by the normal gravity value computed on the
 QW0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0033.degrees latitude (g = 980.6199 gals.).
 QW0033
 QW0033.The modeled gravity was interpolated from observed gravity values.
 QW0033
 QW0033;                    North         East    Units  Estimated Accuracy
 QW0033;SPC MT       -   189,460.      704,970.      MT  (+/- 180 meters Scaled)
 QW0033
 QW0033                          SUPERSEDED SURVEY CONTROL
 QW0033
 QW0033.No superseded survey control is available for this station.
 QW0033
 QW0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR212920(NAD 83)
 QW0033_MARKER: P = PIPE CAP
 QW0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0033
 QW0033  HISTORY     - Date     Condition        Report By
 QW0033  HISTORY     - UNK      MONUMENTED       USGS
 QW0033  HISTORY     - 1957     MARK NOT FOUND   NGS
 QW0033
 QW0033                          STATION DESCRIPTION
 QW0033
 QW0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0033'IN BALLANTINE.
 QW0033'AT BALLANTINE, YELLOWSTONE COUNTY, 185 FEET NORTHWEST OF THE NORTHWEST
 QW0033'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION
 QW0033'PLATFORM, AND 145 FEET NORTH OF THE CENTERLINE OF THE TRACK. A USGS
 QW0033'STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. NOTE--
 QW0033'THERE HAS BEEN AN IRRIGATION DITCH DUG IN THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0260 ***********************************************************************
 QV0260  DESIGNATION -  2989
 QV0260  PID         -  QV0260
 QV0260  STATE/COUNTY-  MT/BIG HORN
 QV0260  USGS QUAD   -  WALKER HILL (1980)
 QV0260
 QV0260                         *CURRENT SURVEY CONTROL
 QV0260  ___________________________________________________________________
 QV0260* NAD 83(1986)-  45 42 46.     (N)    107 38 30.     (W)     SCALED    
 QV0260* NAVD 88     -       893.486  (meters)    2931.38   (feet)  POSTED    
 QV0260  ___________________________________________________________________
 QV0260  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 QV0260  DYNAMIC HT  -         893.310 (meters)    2930.80  (feet)  COMP
 QV0260  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 QV0260
 QV0260  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QV0260
 QV0260.The horizontal coordinates were scaled from a topographic map and have
 QV0260.an estimated accuracy of +/- 6 seconds.
 QV0260
 QV0260.The orthometric height was determined by differential leveling
 QV0260.and adjusted by the National Geodetic Survey in 1992..
 QV0260.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QV0260.rate of 0.0 thru 1.0 mm/km.
 QV0260
 QV0260.The geoid height was determined by GEOID03.
 QV0260
 QV0260.The dynamic height is computed by dividing the NAVD 88
 QV0260.geopotential number by the normal gravity value computed on the
 QV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0260.degrees latitude (g = 980.6199 gals.).
 QV0260
 QV0260.The modeled gravity was interpolated from observed gravity values.
 QV0260
 QV0260;                    North         East    Units  Estimated Accuracy
 QV0260;SPC MT       -   164,280.      744,630.      MT  (+/- 180 meters Scaled)
 QV0260
 QV0260                          SUPERSEDED SURVEY CONTROL
 QV0260
 QV0260.No superseded survey control is available for this station.
 QV0260
 QV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL943655(NAD 83)
 QV0260_MARKER: P = PIPE CAP
 QV0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QV0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QV0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0260
 QV0260  HISTORY     - Date     Condition        Report By
 QV0260  HISTORY     - UNK      MONUMENTED       USGS
 QV0260  HISTORY     - 1957     MARK NOT FOUND   NGS
 QV0260
 QV0260                          STATION DESCRIPTION
 QV0260
 QV0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0260'2.1 MI SW FROM HARDIN.
 QV0260'2.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 QV0260'THE STATION AT HARDIN, ABOUT 1,100 FEET WEST OF THE FORT CUSTER CANAL,
 QV0260'AT THE EAST END OF A SLIGHT CURVE, 71.7 FEET NORTH OF THE CENTERLINE
 QV0260'OF THE TRACK, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A U.S.
 QV0260'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 QV0260'IRON PIPE.  NOTE-- THE DESCRIBED LOCATION IS IN THE EDGE OF A
 QV0260'CULTIVATED FIELD.  IT SEEMS PROBABLE THAT THE MARKS IS EITHER COVERED
 QV0260'OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0307 ***********************************************************************
 TN0307  DESIGNATION -  2990
 TN0307  PID         -  TN0307
 TN0307  STATE/COUNTY-  MT/LINCOLN
 TN0307  USGS QUAD   -  HORSE MOUNTAIN (1983)
 TN0307
 TN0307                         *CURRENT SURVEY CONTROL
 TN0307  ___________________________________________________________________
 TN0307* NAD 83(1986)-  48 08 22.     (N)    115 26 09.     (W)     SCALED    
 TN0307* NAVD 88     -       912.668  (meters)    2994.31   (feet)  ADJUSTED  
 TN0307  ___________________________________________________________________
 TN0307  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0307  DYNAMIC HT  -         912.660 (meters)    2994.29  (feet)  COMP
 TN0307  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 TN0307
 TN0307  VERT ORDER  -  SECOND    CLASS 0
 TN0307
 TN0307.The horizontal coordinates were scaled from a topographic map and have
 TN0307.an estimated accuracy of +/- 6 seconds.
 TN0307
 TN0307.The orthometric height was determined by differential leveling
 TN0307.and adjusted by the National Geodetic Survey in June 1991..
 TN0307
 TN0307.The geoid height was determined by GEOID03.
 TN0307
 TN0307.The dynamic height is computed by dividing the NAVD 88
 TN0307.geopotential number by the normal gravity value computed on the
 TN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0307.degrees latitude (g = 980.6199 gals.).
 TN0307
 TN0307.The modeled gravity was interpolated from observed gravity values.
 TN0307
 TN0307;                    North         East    Units  Estimated Accuracy
 TN0307;SPC MT       -   448,920.      158,840.      MT  (+/- 180 meters Scaled)
 TN0307
 TN0307                          SUPERSEDED SURVEY CONTROL
 TN0307
 TN0307  NGVD 29 (??/??/92)  911.489  (m)         2990.44   (f) ADJ UNCH    2 0
 TN0307
 TN0307.Superseded values are not recommended for survey control.
 TN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0307.See file dsdata.txt to determine how the superseded data were derived.
 TN0307
 TN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP163329(NAD 83)
 TN0307_MARKER: DD = SURVEY DISK
 TN0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0307_STAMPING: 2990 1936 2 - 10
 TN0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0307+STABILITY: SURFACE MOTION
 TN0307
 TN0307  HISTORY     - Date     Condition        Report By
 TN0307  HISTORY     - 1936     MONUMENTED       USDA
 TN0307  HISTORY     - 1952     GOOD             NGS
 TN0307
 TN0307                          STATION DESCRIPTION
 TN0307
 TN0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0307'18.9 MI SE FROM LIBBY.
 TN0307'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0307'STATION AT LIBBY, THENCE 18.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 2,
 TN0307'41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39 1/2 FEET
 TN0307'SOUTHEAST OF A TELEPHONE POLE, 12 FEET SOUTHWEST OF A 10-INCH TREE
 TN0307'MARKED WITH THE PAINTED LETTER X, 1.9 FEET NORTHWEST OF A WITNESS
 TN0307'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 TN0307'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0016 ***********************************************************************
 QW0016  DESIGNATION -  3
 QW0016  PID         -  QW0016
 QW0016  STATE/COUNTY-  MT/YELLOWSTONE
 QW0016  USGS QUAD   -  HUNTLEY (1975)
 QW0016
 QW0016                         *CURRENT SURVEY CONTROL
 QW0016  ___________________________________________________________________
 QW0016* NAD 83(1986)-  45 52 58.     (N)    108 19 19.     (W)     SCALED    
 QW0016* NAVD 88     -       923.478  (meters)    3029.78   (feet)  ADJUSTED  
 QW0016  ___________________________________________________________________
 QW0016  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 QW0016  DYNAMIC HT  -         923.299 (meters)    3029.19  (feet)  COMP
 QW0016  MODELED GRAV-     980,390.5   (mgal)                       NAVD 88
 QW0016
 QW0016  VERT ORDER  -  FIRST     CLASS II
 QW0016
 QW0016.The horizontal coordinates were scaled from a topographic map and have
 QW0016.an estimated accuracy of +/- 6 seconds.
 QW0016
 QW0016.The orthometric height was determined by differential leveling
 QW0016.and adjusted by the National Geodetic Survey in June 1991..
 QW0016
 QW0016.The geoid height was determined by GEOID03.
 QW0016
 QW0016.The dynamic height is computed by dividing the NAVD 88
 QW0016.geopotential number by the normal gravity value computed on the
 QW0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0016.degrees latitude (g = 980.6199 gals.).
 QW0016
 QW0016.The modeled gravity was interpolated from observed gravity values.
 QW0016
 QW0016;                    North         East    Units  Estimated Accuracy
 QW0016;SPC MT       -   182,140.      691,410.      MT  (+/- 180 meters Scaled)
 QW0016
 QW0016                          SUPERSEDED SURVEY CONTROL
 QW0016
 QW0016  NGVD 29 (??/??/92)  922.748  (m)         3027.38   (f) ADJ UNCH    1 2
 QW0016
 QW0016.Superseded values are not recommended for survey control.
 QW0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0016.See file dsdata.txt to determine how the superseded data were derived.
 QW0016
 QW0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR078845(NAD 83)
 QW0016_MARKER: DD = SURVEY DISK
 QW0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0016_SP_SET: SPILLWAY
 QW0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0016
 QW0016  HISTORY     - Date     Condition        Report By
 QW0016  HISTORY     - UNK      MONUMENTED       BOR
 QW0016  HISTORY     - 1957     GOOD             NGS
 QW0016
 QW0016                          STATION DESCRIPTION
 QW0016
 QW0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0016'1.0 MI SW FROM HUNTLEY.
 QW0016'ABOUT 1.0 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0016'STATION AT HUNTLEY, ABOUT 160 YARDS SOUTHWEST OF MILEPOST 214, IN THE
 QW0016'TOP AND CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF A SPILLWAY UNDER
 QW0016'THE TRACK, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST BOUND
 QW0016'TRACK, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0522 ***********************************************************************
 SS0522  DESIGNATION -  3
 SS0522  PID         -  SS0522
 SS0522  STATE/COUNTY-  MT/CASCADE
 SS0522  USGS QUAD   -  RICEVILLE (1995)
 SS0522
 SS0522                         *CURRENT SURVEY CONTROL
 SS0522  ___________________________________________________________________
 SS0522* NAD 83(1986)-  47 10 26.     (N)    110 52 53.     (W)     SCALED    
 SS0522* NAVD 88     -      1460.903  (meters)    4792.98   (feet)  ADJUSTED  
 SS0522  ___________________________________________________________________
 SS0522  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 SS0522  DYNAMIC HT  -        1460.639 (meters)    4792.11  (feet)  COMP
 SS0522  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 SS0522
 SS0522  VERT ORDER  -  SECOND    CLASS 0
 SS0522
 SS0522.The horizontal coordinates were scaled from a topographic map and have
 SS0522.an estimated accuracy of +/- 6 seconds.
 SS0522
 SS0522.The orthometric height was determined by differential leveling
 SS0522.and adjusted by the National Geodetic Survey in June 1991..
 SS0522
 SS0522.The geoid height was determined by GEOID03.
 SS0522
 SS0522.The dynamic height is computed by dividing the NAVD 88
 SS0522.geopotential number by the normal gravity value computed on the
 SS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0522.degrees latitude (g = 980.6199 gals.).
 SS0522
 SS0522.The modeled gravity was interpolated from observed gravity values.
 SS0522
 SS0522;                    North         East    Units  Estimated Accuracy
 SS0522;SPC MT       -   325,820.      495,350.      MT  (+/- 180 meters Scaled)
 SS0522
 SS0522                          SUPERSEDED SURVEY CONTROL
 SS0522
 SS0522  NGVD 29 (??/??/92) 1459.892  (m)         4789.66   (f) ADJ UNCH    2 0
 SS0522
 SS0522.Superseded values are not recommended for survey control.
 SS0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0522.See file dsdata.txt to determine how the superseded data were derived.
 SS0522
 SS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT089244(NAD 83)
 SS0522_MARKER: DD = SURVEY DISK
 SS0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0522+STABILITY: SURFACE MOTION
 SS0522
 SS0522  HISTORY     - Date     Condition        Report By
 SS0522  HISTORY     - UNK      MONUMENTED       BPR
 SS0522  HISTORY     - 1961     GOOD             NGS
 SS0522
 SS0522                          STATION DESCRIPTION
 SS0522
 SS0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0522'7.45 MI NW FROM MONARCH.
 SS0522'ABOUT 7.45 MILES NORTHWEST ALONG U. S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0522'SCHOOL AT MONARCH, IN SECTION 5, T 16 N, R 7 E, IN LINE WITH A FENCE,
 SS0522'61 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 125 FEET EAST OF A
 SS0522'PRIVATE DRIVEWAY LEADING TO AN OLD ABANDONED SET OF FARM BUILDINGS,
 SS0522'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL
 SS0522'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 SS0522'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0399 ***********************************************************************
 TN0399  DESIGNATION -  3
 TN0399  PID         -  TN0399
 TN0399  STATE/COUNTY-  MT/SANDERS
 TN0399  USGS QUAD   -  SMEADS BENCH (1983)
 TN0399
 TN0399                         *CURRENT SURVEY CONTROL
 TN0399  ___________________________________________________________________
 TN0399* NAD 83(1986)-  48 00 33.     (N)    115 47 43.     (W)     SCALED    
 TN0399* NAVD 88     -       669.699  (meters)    2197.17   (feet)  ADJUSTED  
 TN0399  ___________________________________________________________________
 TN0399  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 TN0399  DYNAMIC HT  -         669.717 (meters)    2197.23  (feet)  COMP
 TN0399  MODELED GRAV-     980,617.5   (mgal)                       NAVD 88
 TN0399
 TN0399  VERT ORDER  -  FIRST     CLASS II
 TN0399
 TN0399.The horizontal coordinates were scaled from a topographic map and have
 TN0399.an estimated accuracy of +/- 6 seconds.
 TN0399
 TN0399.The orthometric height was determined by differential leveling
 TN0399.and adjusted by the National Geodetic Survey in June 1991..
 TN0399.WARNING-Repeat measurements at this control monument indicate possible
 TN0399.vertical movement.
 TN0399
 TN0399.The geoid height was determined by GEOID03.
 TN0399
 TN0399.The dynamic height is computed by dividing the NAVD 88
 TN0399.geopotential number by the normal gravity value computed on the
 TN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0399.degrees latitude (g = 980.6199 gals.).
 TN0399
 TN0399.The modeled gravity was interpolated from observed gravity values.
 TN0399
 TN0399;                    North         East    Units  Estimated Accuracy
 TN0399;SPC MT       -   436,570.      131,020.      MT  (+/- 180 meters Scaled)
 TN0399
 TN0399                          SUPERSEDED SURVEY CONTROL
 TN0399
 TN0399  NGVD 29 (??/??/92)  668.513  (m)         2193.28   (f) ADJ UNCH    1 2
 TN0399
 TN0399.Superseded values are not recommended for survey control.
 TN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0399.See file dsdata.txt to determine how the superseded data were derived.
 TN0399
 TN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP898180(NAD 83)
 TN0399_MARKER: DD = SURVEY DISK
 TN0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0399_PROJECTION: PROJECTING 9 CENTIMETERS
 TN0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0399+STABILITY: SURFACE MOTION
 TN0399
 TN0399  HISTORY     - Date     Condition        Report By
 TN0399  HISTORY     - UNK      MONUMENTED       BPR
 TN0399  HISTORY     - 1959     GOOD             NGS
 TN0399  HISTORY     - 1980     GOOD             NGS
 TN0399
 TN0399                          STATION DESCRIPTION
 TN0399
 TN0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TN0399'2.65 MI NW FROM NOXON.
 TN0399'0.55 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE ABANDONED
 TN0399'STATION AT NOXON, THENCE 0.4 MILE NORTH ALONG AN ASPHALT ROAD, THENCE
 TN0399'1.7 MILES WEST ALONG U. S. HIGHWAY 10 A, 0.1 MILE WEST OF THE ENTRANCE
 TN0399'TO THE MONTANA STATE HIGHWAY DEPARTMENT MAINTAINANCE YARD, 39 FEET
 TN0399'NORTH OF THE CENTER LINE OF THE HIGHWAY, 93 FEET WEST OF THE EXTENDED
 TN0399'CENTER LINE OF THE ROAD LEADING SOUTH, 85 FEET NORTH-NORTHWEST OF
 TN0399'POWER POLE C627, 1.0 FOOT NORTH OF A WITNESS POST, 0.2 FOOT SOUTH OF A
 TN0399'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TN0399'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TN0399
 TN0399                          STATION RECOVERY (1980)
 TN0399
 TN0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0399'26.4 KILOMETERS (16.4 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TN0399'THE POST OFFICE IN TROUT CREEK, 0.5 KILOMETER (0.3 MILE) NORTHWEST
 TN0399'OF HIGHWAY MILEPOST 14, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF THE
 TN0399'ENTRANCE TO A HIGHWAY MAINTENANCE YARD, 11.9 METERS (39.0 FEET)
 TN0399'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 46.6 METERS (153 FEET)
 TN0399'NORTHWEST OF POWER LINE POLE NUMBER C 628, 38.1 METERS (125 FEET)
 TN0399'SOUTHEAST OF TELEPHONE CABLE BOX SS, 28.3 METERS (93.0 FEET)
 TN0399'NORTHWEST OF THE EXTENDED CENTERLINE OF A TRACK ROAD LEADING
 TN0399'SOUTHWEST, 24.3 METERS (80.0 FEET) NORTHEAST ACROSS THE HIGHWAY FROM
 TN0399'BENCH MARK 4 BPR.
 TN0399'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 TN0399'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0086 ***********************************************************************
 TJ0086  DESIGNATION -  3
 TJ0086  PID         -  TJ0086
 TJ0086  STATE/COUNTY-  MT/VALLEY
 TJ0086  USGS QUAD   -  FORT PECK (1972)
 TJ0086
 TJ0086                         *CURRENT SURVEY CONTROL
 TJ0086  ___________________________________________________________________
 TJ0086* NAD 83(1986)-  48 00 42.     (N)    106 24 09.     (W)     SCALED    
 TJ0086* NAVD 88     -       665.132  (meters)    2182.19   (feet)  ADJUSTED  
 TJ0086  ___________________________________________________________________
 TJ0086  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0086  DYNAMIC HT  -         665.189 (meters)    2182.37  (feet)  COMP
 TJ0086  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 TJ0086
 TJ0086  VERT ORDER  -  FIRST     CLASS II
 TJ0086
 TJ0086.The horizontal coordinates were scaled from a topographic map and have
 TJ0086.an estimated accuracy of +/- 6 seconds.
 TJ0086
 TJ0086.The orthometric height was determined by differential leveling
 TJ0086.and adjusted by the National Geodetic Survey in June 1991..
 TJ0086
 TJ0086.The geoid height was determined by GEOID03.
 TJ0086
 TJ0086.The dynamic height is computed by dividing the NAVD 88
 TJ0086.geopotential number by the normal gravity value computed on the
 TJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0086.degrees latitude (g = 980.6199 gals.).
 TJ0086
 TJ0086.The modeled gravity was interpolated from observed gravity values.
 TJ0086
 TJ0086;                    North         East    Units  Estimated Accuracy
 TJ0086;SPC MT       -   422,560.      830,940.      MT  (+/- 180 meters Scaled)
 TJ0086
 TJ0086                          SUPERSEDED SURVEY CONTROL
 TJ0086
 TJ0086  NGVD 29 (??/??/92)  664.504  (m)         2180.13   (f) ADJ UNCH    1 2
 TJ0086
 TJ0086.Superseded values are not recommended for survey control.
 TJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0086.See file dsdata.txt to determine how the superseded data were derived.
 TJ0086
 TJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP954185(NAD 83)
 TJ0086_MARKER: DD = SURVEY DISK
 TJ0086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0086
 TJ0086  HISTORY     - Date     Condition        Report By
 TJ0086  HISTORY     - UNK      MONUMENTED       DOD
 TJ0086  HISTORY     - 1948     GOOD             NGS
 TJ0086  HISTORY     - 1972     MARK NOT FOUND   USGS
 TJ0086
 TJ0086                          STATION DESCRIPTION
 TJ0086
 TJ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0086'IN FORT PECK.
 TJ0086'AT FORT PECK, 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE EAST
 TJ0086'END OF THE FORT PECK DAM, 0.4 MILE EAST OF THE POWER HOUSE, 108 YARDS
 TJ0086'(PACED) SOUTH OF THE CENTER OF A CURVE, 207.0 FEET SOUTHWEST OF THE
 TJ0086'CENTER LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A REFERENCE POST, AND
 TJ0086'SET IN THE TOP OF A CONCRETE FILLED IRON PIPE WHICH IS SET INSIDE OF
 TJ0086'ANOTHER IRON PIPE AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 TJ0086
 TJ0086                          STATION RECOVERY (1972)
 TJ0086
 TJ0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0443 ***********************************************************************
 ST0443  DESIGNATION -  3 B
 ST0443  PID         -  ST0443
 ST0443  STATE/COUNTY-  MT/MISSOULA
 ST0443  USGS QUAD   -  CYGNET LAKE (1994)
 ST0443
 ST0443                         *CURRENT SURVEY CONTROL
 ST0443  ___________________________________________________________________
 ST0443* NAD 83(1986)-  47 28 34.     (N)    113 40 52.     (W)     SCALED    
 ST0443* NAVD 88     -      1184.950  (meters)    3887.62   (feet)  ADJUSTED  
 ST0443  ___________________________________________________________________
 ST0443  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0443  DYNAMIC HT  -        1184.788 (meters)    3887.09  (feet)  COMP
 ST0443  MODELED GRAV-     980,435.5   (mgal)                       NAVD 88
 ST0443
 ST0443  VERT ORDER  -  SECOND    CLASS 0
 ST0443
 ST0443.The horizontal coordinates were scaled from a topographic map and have
 ST0443.an estimated accuracy of +/- 6 seconds.
 ST0443
 ST0443.The orthometric height was determined by differential leveling
 ST0443.and adjusted by the National Geodetic Survey in June 1991..
 ST0443
 ST0443.The geoid height was determined by GEOID03.
 ST0443
 ST0443.The dynamic height is computed by dividing the NAVD 88
 ST0443.geopotential number by the normal gravity value computed on the
 ST0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0443.degrees latitude (g = 980.6199 gals.).
 ST0443
 ST0443.The modeled gravity was interpolated from observed gravity values.
 ST0443
 ST0443;                    North         East    Units  Estimated Accuracy
 ST0443;SPC MT       -   366,880.      285,170.      MT  (+/- 180 meters Scaled)
 ST0443
 ST0443                          SUPERSEDED SURVEY CONTROL
 ST0443
 ST0443  NGVD 29 (??/??/92) 1183.795  (m)         3883.83   (f) ADJ UNCH    2 0
 ST0443
 ST0443.Superseded values are not recommended for survey control.
 ST0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0443.See file dsdata.txt to determine how the superseded data were derived.
 ST0443
 ST0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT979615(NAD 83)
 ST0443_MARKER: DD = SURVEY DISK
 ST0443_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ST0443_SP_SET: UNSP. ROCK
 ST0443_STAMPING: 3 B  1934
 ST0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0443
 ST0443  HISTORY     - Date     Condition        Report By
 ST0443  HISTORY     - 1934     MONUMENTED       USGS
 ST0443
 ST0443                          STATION DESCRIPTION
 ST0443
 ST0443'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 ST0443'2.8 MI S FROM RUMBLE CREEK.
 ST0443'2.8 MILES SOUTH ALONG STATE HIGHWAY 31 FROM RUMBLE CREEK, MISSOULA
 ST0443'COUNTY, 4.0 MILES NORTH OF THE JUNCTION OF THE ROAD LEADING TO HOLLAND
 ST0443'LAKE, 45 FEET NORTH OF BARBER CREEK, 18 FEET WEST OF THE CENTERLINE OF
 ST0443'THE HIGHWAY, AND IN THE TOP OF A ROCK.  A U.S. GEOLOGICAL SURVEY
 ST0443'STANDARD DISK, STAMPED 3 B 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0057 ***********************************************************************
 SR0057  DESIGNATION -  3 BOLT
 SR0057  PID         -  SR0057
 SR0057  STATE/COUNTY-  MT/PHILLIPS
 SR0057  USGS QUAD   -  CHAIN BUTTES (1965)
 SR0057
 SR0057                         *CURRENT SURVEY CONTROL
 SR0057  ___________________________________________________________________
 SR0057* NAD 83(1986)-  47 37 14.     (N)    108 05 01.     (W)     SCALED    
 SR0057* NAVD 88     -       688.211  (meters)    2257.91   (feet)  ADJUSTED  
 SR0057  ___________________________________________________________________
 SR0057  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 SR0057  DYNAMIC HT  -         688.224 (meters)    2257.95  (feet)  COMP
 SR0057  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 SR0057
 SR0057  VERT ORDER  -  SECOND    CLASS 0
 SR0057
 SR0057.The horizontal coordinates were scaled from a topographic map and have
 SR0057.an estimated accuracy of +/- 6 seconds.
 SR0057
 SR0057.The orthometric height was determined by differential leveling
 SR0057.and adjusted by the National Geodetic Survey in June 1991..
 SR0057
 SR0057.The geoid height was determined by GEOID03.
 SR0057
 SR0057.The dynamic height is computed by dividing the NAVD 88
 SR0057.geopotential number by the normal gravity value computed on the
 SR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0057.degrees latitude (g = 980.6199 gals.).
 SR0057
 SR0057.The modeled gravity was interpolated from observed gravity values.
 SR0057
 SR0057;                    North         East    Units  Estimated Accuracy
 SR0057;SPC MT       -   375,490.      706,410.      MT  (+/- 180 meters Scaled)
 SR0057
 SR0057                          SUPERSEDED SURVEY CONTROL
 SR0057
 SR0057  NGVD 29 (??/??/92)  687.468  (m)         2255.47   (f) ADJ UNCH    2 0
 SR0057
 SR0057.Superseded values are not recommended for survey control.
 SR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0057.See file dsdata.txt to determine how the superseded data were derived.
 SR0057
 SR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT191782(NAD 83)
 SR0057_MARKER: B = BOLT
 SR0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SR0057_SP_SET: CONCRETE SLAB
 SR0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0057
 SR0057  HISTORY     - Date     Condition        Report By
 SR0057  HISTORY     - UNK      MONUMENTED       MORC
 SR0057  HISTORY     - 1935     GOOD             NGS
 SR0057  HISTORY     - 1965     MARK NOT FOUND   USGS
 SR0057
 SR0057                          STATION DESCRIPTION
 SR0057
 SR0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SR0057'36.0 MI NE FROM WILDER.
 SR0057'IN PHILLIPS COUNTY, 12.5 MILES NORTH ALONG THE ZORTMAN ROAD FROM
 SR0057'WILDER, FERGUS COUNTY, 23.5 MILES EAST ALONG THE LEGG ROAD.  1.2 MILES
 SR0057'NORTH OF A FARMHOUSE, 200 FEET NORTHEAST OF A FENCE CROSSING, AND 36
 SR0057'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 SR0057
 SR0057                          STATION RECOVERY (1965)
 SR0057
 SR0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SR0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0056 ***********************************************************************
 SR0056  DESIGNATION -  3 CAP
 SR0056  PID         -  SR0056
 SR0056  STATE/COUNTY-  MT/PHILLIPS
 SR0056  USGS QUAD   -  CHAIN BUTTES (1965)
 SR0056
 SR0056                         *CURRENT SURVEY CONTROL
 SR0056  ___________________________________________________________________
 SR0056* NAD 83(1986)-  47 37 14.     (N)    108 05 01.     (W)     SCALED    
 SR0056* NAVD 88     -       689.456  (meters)    2261.99   (feet)  ADJUSTED  
 SR0056  ___________________________________________________________________
 SR0056  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 SR0056  DYNAMIC HT  -         689.469 (meters)    2262.03  (feet)  COMP
 SR0056  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 SR0056
 SR0056  VERT ORDER  -  SECOND    CLASS 0
 SR0056
 SR0056.The horizontal coordinates were scaled from a topographic map and have
 SR0056.an estimated accuracy of +/- 6 seconds.
 SR0056
 SR0056.The orthometric height was determined by differential leveling
 SR0056.and adjusted by the National Geodetic Survey in June 1991..
 SR0056
 SR0056.The geoid height was determined by GEOID03.
 SR0056
 SR0056.The dynamic height is computed by dividing the NAVD 88
 SR0056.geopotential number by the normal gravity value computed on the
 SR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0056.degrees latitude (g = 980.6199 gals.).
 SR0056
 SR0056.The modeled gravity was interpolated from observed gravity values.
 SR0056
 SR0056;                    North         East    Units  Estimated Accuracy
 SR0056;SPC MT       -   375,490.      706,410.      MT  (+/- 180 meters Scaled)
 SR0056
 SR0056                          SUPERSEDED SURVEY CONTROL
 SR0056
 SR0056  NGVD 29 (??/??/92)  688.713  (m)         2259.55   (f) ADJ UNCH    2 0
 SR0056
 SR0056.Superseded values are not recommended for survey control.
 SR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0056.See file dsdata.txt to determine how the superseded data were derived.
 SR0056
 SR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT191782(NAD 83)
 SR0056_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SR0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0056
 SR0056  HISTORY     - Date     Condition        Report By
 SR0056  HISTORY     - UNK      MONUMENTED       MORC
 SR0056  HISTORY     - 1935     GOOD             NGS
 SR0056
 SR0056                          STATION DESCRIPTION
 SR0056
 SR0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SR0056'36.0 MI NE FROM WILDER.
 SR0056'IN PHILLIPS COUNTY, 12.5 MILES NORTH ALONG THE ZORTMAN ROAD FROM
 SR0056'WILDER, FERGUS COUNTY, 23.5 MILES EAST ALONG THE LEGG ROAD.  1.2 MILES
 SR0056'NORTH OF A FARMHOUSE, 200 FEET NORTHEAST OF A FENCE CROSSING, AND 36
 SR0056'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A MISSOURI RIVER
 SR0056'COMMISSION STANDARD CAP, FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0653 ***********************************************************************
 QW0653  DESIGNATION -  3 DHW
 QW0653  PID         -  QW0653
 QW0653  STATE/COUNTY-  MT/YELLOWSTONE
 QW0653  USGS QUAD   -  BILLINGS EAST (1975)
 QW0653
 QW0653                         *CURRENT SURVEY CONTROL
 QW0653  ___________________________________________________________________
 QW0653* NAD 83(1986)-  45 45 20.     (N)    108 22 43.     (W)     SCALED    
 QW0653* NAVD 88     -      1111.642  (meters)    3647.11   (feet)  POSTED    
 QW0653  ___________________________________________________________________
 QW0653  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 QW0653  DYNAMIC HT  -        1111.380 (meters)    3646.25  (feet)  COMP
 QW0653  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 QW0653
 QW0653  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0653
 QW0653.The horizontal coordinates were scaled from a topographic map and have
 QW0653.an estimated accuracy of +/- 6 seconds.
 QW0653
 QW0653.The orthometric height was determined by differential leveling
 QW0653.and adjusted by the National Geodetic Survey in 1992..
 QW0653.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0653.rate of 0.0 thru 1.0 mm/km.
 QW0653
 QW0653.The geoid height was determined by GEOID03.
 QW0653
 QW0653.The dynamic height is computed by dividing the NAVD 88
 QW0653.geopotential number by the normal gravity value computed on the
 QW0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0653.degrees latitude (g = 980.6199 gals.).
 QW0653
 QW0653.The modeled gravity was interpolated from observed gravity values.
 QW0653
 QW0653;                    North         East    Units  Estimated Accuracy
 QW0653;SPC MT       -   167,940.      687,210.      MT  (+/- 180 meters Scaled)
 QW0653
 QW0653                          SUPERSEDED SURVEY CONTROL
 QW0653
 QW0653  NGVD 29 (??/??/92) 1110.84   (m)         3644.5    (f) COMPUTED    3 0
 QW0653
 QW0653.Superseded values are not recommended for survey control.
 QW0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0653.See file dsdata.txt to determine how the superseded data were derived.
 QW0653
 QW0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR038702(NAD 83)
 QW0653_MARKER: DB = BENCH MARK DISK
 QW0653_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0653_SP_SET: PREFAB CONC. POST IN EARTH
 QW0653_STAMPING: 3 DHW 1967
 QW0653_MARK LOGO: USGS  
 QW0653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0653+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0653
 QW0653  HISTORY     - Date     Condition        Report By
 QW0653  HISTORY     - 1967     MONUMENTED       USGS
 QW0653
 QW0653                          STATION DESCRIPTION
 QW0653
 QW0653'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0653'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 4.2 MILES
 QW0653'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A ROAD HEADING SOUTH TO
 QW0653'HUNTINGTONS RANCH HOUSE, IN THE SOUTHWEST CORNER OF SECTION
 QW0653'10/TOWNSHIP 17/SOUTH RANGE 27 EAST, 112 FEET SOUTHEAST ALONG THE
 QW0653'HIGHWAY AND 34 FEET NORMAL TO HIGHWAY, 1 FOOT SOUTH OF A RIGHT-OF-WAY
 QW0653'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0369 ***********************************************************************
 QU0369  DESIGNATION -  3 JLP
 QU0369  PID         -  QU0369
 QU0369  STATE/COUNTY-  MT/POWDER RIVER
 QU0369  USGS QUAD   -  SAYLE (1995)
 QU0369
 QU0369                         *CURRENT SURVEY CONTROL
 QU0369  ___________________________________________________________________
 QU0369* NAD 83(1986)-  45 13 59.     (N)    105 54 08.     (W)     SCALED    
 QU0369* NAVD 88     -      1155.335  (meters)    3790.46   (feet)  ADJUSTED  
 QU0369  ___________________________________________________________________
 QU0369  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 QU0369  DYNAMIC HT  -        1155.007 (meters)    3789.39  (feet)  COMP
 QU0369  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 QU0369
 QU0369  VERT ORDER  -  THIRD
 QU0369
 QU0369.The horizontal coordinates were scaled from a topographic map and have
 QU0369.an estimated accuracy of +/- 6 seconds.
 QU0369
 QU0369.The orthometric height was determined by differential leveling
 QU0369.and adjusted by the National Geodetic Survey in June 1991..
 QU0369
 QU0369.The geoid height was determined by GEOID03.
 QU0369
 QU0369.The dynamic height is computed by dividing the NAVD 88
 QU0369.geopotential number by the normal gravity value computed on the
 QU0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0369.degrees latitude (g = 980.6199 gals.).
 QU0369
 QU0369.The modeled gravity was interpolated from observed gravity values.
 QU0369
 QU0369;                    North         East    Units  Estimated Accuracy
 QU0369;SPC MT       -   115,750.      882,380.      MT  (+/- 180 meters Scaled)
 QU0369
 QU0369                          SUPERSEDED SURVEY CONTROL
 QU0369
 QU0369  NGVD 29 (??/??/92) 1154.65   (m)         3788.2    (f) COMPUTED    3 0
 QU0369
 QU0369.Superseded values are not recommended for survey control.
 QU0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0369.See file dsdata.txt to determine how the superseded data were derived.
 QU0369
 QU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL291092(NAD 83)
 QU0369_MARKER: DB = BENCH MARK DISK
 QU0369_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QU0369_SP_SET: PREFAB CONC. POST IN EARTH
 QU0369_STAMPING: 3 JLP 1966
 QU0369_MARK LOGO: USGS  
 QU0369_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QU0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0369+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QU0369
 QU0369  HISTORY     - Date     Condition        Report By
 QU0369  HISTORY     - 1966     MONUMENTED       USGS
 QU0369
 QU0369                          STATION DESCRIPTION
 QU0369
 QU0369'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QU0369'FROM BROADUS, MONTANA POST OFFICE, PROCEED 25.4 MILES SOUTHWEST ALONG
 QU0369'MOORHEAD ROAD, THENCE 7.8 MILES NORTHWEST ALONG BLOOM CREEK ROAD, 1.9
 QU0369'MILES SOUTHEAST OF DIAMOND BUTTE LOOKOUT, AT THE CREST OF A HILL, IN
 QU0369'THE NORTHEAST 1/4 OF SECTION 13/TOWNSHIP 7 SOUTH/RANGE 47 EAST, 99
 QU0369'FEET NORTH AND 8.7 FEET LOWER THAN THE ROAD AT A CATTLEGUARD, 16 FEET
 QU0369'NORTHWEST OF AN ANGLE IN A FENCE LINE, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0511 ***********************************************************************
 SS0511  DESIGNATION -  3 JRM
 SS0511  PID         -  SS0511
 SS0511  STATE/COUNTY-  MT/CASCADE
 SS0511  USGS QUAD   -  ARMINGTON (1982)
 SS0511
 SS0511                         *CURRENT SURVEY CONTROL
 SS0511  ___________________________________________________________________
 SS0511* NAD 83(1986)-  47 19 50.     (N)    110 58 01.     (W)     SCALED    
 SS0511* NAVD 88     -      1283.591  (meters)    4211.25   (feet)  ADJUSTED  
 SS0511  ___________________________________________________________________
 SS0511  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS0511  DYNAMIC HT  -        1283.438 (meters)    4210.75  (feet)  COMP
 SS0511  MODELED GRAV-     980,448.5   (mgal)                       NAVD 88
 SS0511
 SS0511  VERT ORDER  -  SECOND    CLASS 0
 SS0511
 SS0511.The horizontal coordinates were scaled from a topographic map and have
 SS0511.an estimated accuracy of +/- 6 seconds.
 SS0511
 SS0511.The orthometric height was determined by differential leveling
 SS0511.and adjusted by the National Geodetic Survey in June 1991..
 SS0511
 SS0511.The geoid height was determined by GEOID03.
 SS0511
 SS0511.The dynamic height is computed by dividing the NAVD 88
 SS0511.geopotential number by the normal gravity value computed on the
 SS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0511.degrees latitude (g = 980.6199 gals.).
 SS0511
 SS0511.The modeled gravity was interpolated from observed gravity values.
 SS0511
 SS0511;                    North         East    Units  Estimated Accuracy
 SS0511;SPC MT       -   343,340.      489,190.      MT  (+/- 180 meters Scaled)
 SS0511
 SS0511                          SUPERSEDED SURVEY CONTROL
 SS0511
 SS0511  NGVD 29 (??/??/92) 1282.639  (m)         4208.12   (f) ADJ UNCH    2 0
 SS0511
 SS0511.Superseded values are not recommended for survey control.
 SS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0511.See file dsdata.txt to determine how the superseded data were derived.
 SS0511
 SS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT024418(NAD 83)
 SS0511_MARKER: DD = SURVEY DISK
 SS0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0511_STAMPING: 3 JRM 1953 4209
 SS0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0511+STABILITY: SURFACE MOTION
 SS0511
 SS0511  HISTORY     - Date     Condition        Report By
 SS0511  HISTORY     - 1953     MONUMENTED       USGS
 SS0511  HISTORY     - 1961     GOOD             NGS
 SS0511
 SS0511                          STATION DESCRIPTION
 SS0511
 SS0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0511'4.95 MI SW FROM BELT.
 SS0511'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0511'OVERPASS AT BELT, THENCE 3.5 MILES SOUTH ALONG A COUNTY ROAD, AT THE T
 SS0511'JUNCTION OF FENCES, 36 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 SS0511'ROAD, 14 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET EAST-NORTHEAST OF
 SS0511'THE FENCE JUNCTION, 2 1/2 FEET NORTH-NORTHWEST OF A WITNESS POST,
 SS0511'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS0511'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0627 ***********************************************************************
 RU0627  DESIGNATION -  3 JRP
 RU0627  PID         -  RU0627
 RU0627  STATE/COUNTY-  MT/ROSEBUD
 RU0627  USGS QUAD   -  INDIAN CREEK (1971)
 RU0627
 RU0627                         *CURRENT SURVEY CONTROL
 RU0627  ___________________________________________________________________
 RU0627* NAD 83(1986)-  46 14 13.     (N)    106 20 33.     (W)     SCALED    
 RU0627* NAVD 88     -       792.606  (meters)    2600.41   (feet)  ADJUSTED  
 RU0627  ___________________________________________________________________
 RU0627  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RU0627  DYNAMIC HT  -         792.526 (meters)    2600.15  (feet)  COMP
 RU0627  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 RU0627
 RU0627  VERT ORDER  -  THIRD
 RU0627
 RU0627.The horizontal coordinates were scaled from a topographic map and have
 RU0627.an estimated accuracy of +/- 6 seconds.
 RU0627
 RU0627.The orthometric height was determined by differential leveling
 RU0627.and adjusted by the National Geodetic Survey in June 1991..
 RU0627
 RU0627.The geoid height was determined by GEOID03.
 RU0627
 RU0627.The dynamic height is computed by dividing the NAVD 88
 RU0627.geopotential number by the normal gravity value computed on the
 RU0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0627.degrees latitude (g = 980.6199 gals.).
 RU0627
 RU0627.The modeled gravity was interpolated from observed gravity values.
 RU0627
 RU0627;                    North         East    Units  Estimated Accuracy
 RU0627;SPC MT       -   225,710.      843,350.      MT  (+/- 180 meters Scaled)
 RU0627
 RU0627                          SUPERSEDED SURVEY CONTROL
 RU0627
 RU0627  NGVD 29 (??/??/92)  792.00   (m)         2598.4    (f) COMPUTED    3 0
 RU0627
 RU0627.Superseded values are not recommended for survey control.
 RU0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0627.See file dsdata.txt to determine how the superseded data were derived.
 RU0627
 RU0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM964212(NAD 83)
 RU0627_MARKER: DB = BENCH MARK DISK
 RU0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0627_SP_SET: COPPER-CLAD STEEL ROD
 RU0627_STAMPING: 3 JRP 1969
 RU0627_MARK LOGO: USGS  
 RU0627_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0627+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0627
 RU0627  HISTORY     - Date     Condition        Report By
 RU0627  HISTORY     - 1969     MONUMENTED       USGS
 RU0627
 RU0627                          STATION DESCRIPTION
 RU0627
 RU0627'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0627'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0627'AND 12, THENCE 3.0 MILES SOUTHEAST ALONG SWEENEY CREEK ROAD, AT THE
 RU0627'BOTTOM OF A STEEP HILL, 29 FEET SOUTH OF THE CENTER OF A CATTLEGUARD,
 RU0627'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF AN IRON
 RU0627'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 RU0627'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0695 ***********************************************************************
 QW0695  DESIGNATION -  3 JRP
 QW0695  PID         -  QW0695
 QW0695  STATE/COUNTY-  MT/CARBON
 QW0695  USGS QUAD   -  EDGAR (1956)
 QW0695
 QW0695                         *CURRENT SURVEY CONTROL
 QW0695  ___________________________________________________________________
 QW0695* NAD 83(1986)-  45 27 07.     (N)    108 47 03.     (W)     SCALED    
 QW0695* NAVD 88     -      1103.089  (meters)    3619.05   (feet)  POSTED    
 QW0695  ___________________________________________________________________
 QW0695  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 QW0695  DYNAMIC HT  -        1102.790 (meters)    3618.07  (feet)  COMP
 QW0695  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 QW0695
 QW0695  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0695
 QW0695.The horizontal coordinates were scaled from a topographic map and have
 QW0695.an estimated accuracy of +/- 6 seconds.
 QW0695
 QW0695.The orthometric height was determined by differential leveling
 QW0695.and adjusted by the National Geodetic Survey in 1992..
 QW0695.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0695.rate of 0.0 thru 1.0 mm/km.
 QW0695
 QW0695.The geoid height was determined by GEOID03.
 QW0695
 QW0695.The dynamic height is computed by dividing the NAVD 88
 QW0695.geopotential number by the normal gravity value computed on the
 QW0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0695.degrees latitude (g = 980.6199 gals.).
 QW0695
 QW0695.The modeled gravity was interpolated from observed gravity values.
 QW0695
 QW0695;                    North         East    Units  Estimated Accuracy
 QW0695;SPC MT       -   133,840.      655,980.      MT  (+/- 180 meters Scaled)
 QW0695
 QW0695                          SUPERSEDED SURVEY CONTROL
 QW0695
 QW0695  NGVD 29 (??/??/92) 1102.24   (m)         3616.3    (f) COMPUTED    3 0
 QW0695
 QW0695.Superseded values are not recommended for survey control.
 QW0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0695.See file dsdata.txt to determine how the superseded data were derived.
 QW0695
 QW0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR732355(NAD 83)
 QW0695_MARKER: DB = BENCH MARK DISK
 QW0695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0695_SP_SET: PREFAB CONC. POST IN EARTH
 QW0695_STAMPING: 3 JRP 1967
 QW0695_MARK LOGO: USGS  
 QW0695_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0695+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0695
 QW0695  HISTORY     - Date     Condition        Report By
 QW0695  HISTORY     - 1967     MONUMENTED       USGS
 QW0695
 QW0695                          STATION DESCRIPTION
 QW0695
 QW0695'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0695'FROM EDGAR, MONTANA POST OFFICE, PROCEED 3.7 MILES EAST ALONG PRYOR
 QW0695'ROAD, 0.2 MILES WEST OF A WOODEN BRIDGE, 49 FEET NORTH OF THE ROAD
 QW0695'JUNCTION SOUTH, 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE AND LEVEL WITH
 QW0695'THE ROAD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0341 ***********************************************************************
 QU0341  DESIGNATION -  3 RCN
 QU0341  PID         -  QU0341
 QU0341  STATE/COUNTY-  MT/CARTER
 QU0341  USGS QUAD   -  STAGVILLE DRAW (1993)
 QU0341
 QU0341                         *CURRENT SURVEY CONTROL
 QU0341  ___________________________________________________________________
 QU0341* NAD 83(1986)-  45 49 44.     (N)    104 36 01.     (W)     SCALED    
 QU0341* NAVD 88     -      1130.567  (meters)    3709.20   (feet)  ADJUSTED  
 QU0341  ___________________________________________________________________
 QU0341  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 QU0341  DYNAMIC HT  -        1130.332 (meters)    3708.43  (feet)  COMP
 QU0341  MODELED GRAV-     980,368.9   (mgal)                       NAVD 88
 QU0341
 QU0341  VERT ORDER  -  THIRD
 QU0341
 QU0341.The horizontal coordinates were scaled from a topographic map and have
 QU0341.an estimated accuracy of +/- 6 seconds.
 QU0341
 QU0341.The orthometric height was determined by differential leveling
 QU0341.and adjusted by the National Geodetic Survey in June 1991..
 QU0341
 QU0341.The geoid height was determined by GEOID03.
 QU0341
 QU0341.The dynamic height is computed by dividing the NAVD 88
 QU0341.geopotential number by the normal gravity value computed on the
 QU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0341.degrees latitude (g = 980.6199 gals.).
 QU0341
 QU0341.The modeled gravity was interpolated from observed gravity values.
 QU0341
 QU0341;                    North         East    Units  Estimated Accuracy
 QU0341;SPC MT       -   187,370.      980,320.      MT  (+/- 180 meters Scaled)
 QU0341
 QU0341                          SUPERSEDED SURVEY CONTROL
 QU0341
 QU0341  NGVD 29 (??/??/92) 1129.92   (m)         3707.1    (f) COMPUTED    3 0
 QU0341
 QU0341.Superseded values are not recommended for survey control.
 QU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0341.See file dsdata.txt to determine how the superseded data were derived.
 QU0341
 QU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL310751(NAD 83)
 QU0341_MARKER: DB = BENCH MARK DISK
 QU0341_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0341_SP_SET: COPPER-CLAD STEEL ROD
 QU0341_STAMPING: 3 RCN 1973 3707
 QU0341_MARK LOGO: USGS  
 QU0341_PROJECTION: FLUSH
 QU0341_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0341+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0341_ROD/PIPE-DEPTH: 13   meters
 QU0341
 QU0341  HISTORY     - Date     Condition        Report By
 QU0341  HISTORY     - 1973     MONUMENTED       USGS
 QU0341
 QU0341                          STATION DESCRIPTION
 QU0341
 QU0341'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0341'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 7.0 MILES SOUTH ALONG CHALK
 QU0341'BUTTES ROADTO A ROAD FORK, 61 FEET SOUTHEAST OF A NORTHEAST-SOUTHWEST
 QU0341'ROAD AT A CREST, 50 FEET EAST OF THE ROAD FORKS, 3 FEET WEST OF A
 QU0341'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0507 ***********************************************************************
 RU0507  DESIGNATION -  3 RDS
 RU0507  PID         -  RU0507
 RU0507  STATE/COUNTY-  MT/ROSEBUD
 RU0507  USGS QUAD   -  MELSTONE NE (1980)
 RU0507
 RU0507                         *CURRENT SURVEY CONTROL
 RU0507  ___________________________________________________________________
 RU0507* NAD 83(1986)-  46 40 09.     (N)    107 47 33.     (W)     SCALED    
 RU0507* NAVD 88     -       854.399  (meters)    2803.14   (feet)  ADJUSTED  
 RU0507  ___________________________________________________________________
 RU0507  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 RU0507  DYNAMIC HT  -         854.328 (meters)    2802.91  (feet)  COMP
 RU0507  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 RU0507
 RU0507  VERT ORDER  -  SECOND    CLASS 0
 RU0507
 RU0507.The horizontal coordinates were scaled from a topographic map and have
 RU0507.an estimated accuracy of +/- 6 seconds.
 RU0507
 RU0507.The orthometric height was determined by differential leveling
 RU0507.and adjusted by the National Geodetic Survey in June 1991..
 RU0507
 RU0507.The geoid height was determined by GEOID03.
 RU0507
 RU0507.The dynamic height is computed by dividing the NAVD 88
 RU0507.geopotential number by the normal gravity value computed on the
 RU0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0507.degrees latitude (g = 980.6199 gals.).
 RU0507
 RU0507.The modeled gravity was interpolated from observed gravity values.
 RU0507
 RU0507;                    North         East    Units  Estimated Accuracy
 RU0507;SPC MT       -   270,250.      730,580.      MT  (+/- 180 meters Scaled)
 RU0507
 RU0507                          SUPERSEDED SURVEY CONTROL
 RU0507
 RU0507  NGVD 29 (??/??/92)  853.75   (m)         2801.0    (f) COMPUTED    2 0
 RU0507
 RU0507.Superseded values are not recommended for survey control.
 RU0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0507.See file dsdata.txt to determine how the superseded data were derived.
 RU0507
 RU0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM863721(NAD 83)
 RU0507_MARKER: DB = BENCH MARK DISK
 RU0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0507_SP_SET: CONCRETE POST
 RU0507_STAMPING: 3 RDS 1962
 RU0507_MARK LOGO: USGS  
 RU0507_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0507+STABILITY: SURFACE MOTION
 RU0507
 RU0507  HISTORY     - Date     Condition        Report By
 RU0507  HISTORY     - 1962     MONUMENTED       USGS
 RU0507
 RU0507                          STATION DESCRIPTION
 RU0507
 RU0507'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0507'10.9 KM (6.80 MI) NE FROM MELSTONE.
 RU0507'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0507'THENCE 2.4 MILES NORTH ALONG A GRADED ROAD, NEAR THE CORNER OF
 RU0507'SECTION2, 3, 34, 35, T. 10-11 N., R. 31 E., 37 FEET WEST OF THE
 RU0507'CATTLE GUARD AND EAST-WEST FENCE LINE, 3 FEET SOUTH OF THE FENCE
 RU0507'LINE.
 RU0507'THE MARK IS 2.1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0971 ***********************************************************************
 TN0971  DESIGNATION -  3 RHM
 TN0971  PID         -  TN0971
 TN0971  STATE/COUNTY-  MT/LINCOLN
 TN0971  USGS QUAD   -  LIBBY (1983)
 TN0971
 TN0971                         *CURRENT SURVEY CONTROL
 TN0971  ___________________________________________________________________
 TN0971* NAD 83(1986)-  48 27 44.     (N)    115 32 15.     (W)     SCALED    
 TN0971* NAVD 88     -       778.444  (meters)    2553.95   (feet)  ADJUSTED  
 TN0971  ___________________________________________________________________
 TN0971  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 TN0971  DYNAMIC HT  -         778.485 (meters)    2554.08  (feet)  COMP
 TN0971  MODELED GRAV-     980,639.2   (mgal)                       NAVD 88
 TN0971
 TN0971  VERT ORDER  -  THIRD
 TN0971
 TN0971.The horizontal coordinates were scaled from a topographic map and have
 TN0971.an estimated accuracy of +/- 6 seconds.
 TN0971
 TN0971.The orthometric height was determined by differential leveling
 TN0971.and adjusted by the National Geodetic Survey in June 1991..
 TN0971
 TN0971.The geoid height was determined by GEOID03.
 TN0971
 TN0971.The dynamic height is computed by dividing the NAVD 88
 TN0971.geopotential number by the normal gravity value computed on the
 TN0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0971.degrees latitude (g = 980.6199 gals.).
 TN0971
 TN0971.The modeled gravity was interpolated from observed gravity values.
 TN0971
 TN0971;                    North         East    Units  Estimated Accuracy
 TN0971;SPC MT       -   485,270.      154,060.      MT  (+/- 180 meters Scaled)
 TN0971
 TN0971                          SUPERSEDED SURVEY CONTROL
 TN0971
 TN0971  NGVD 29 (??/??/92)  777.23   (m)         2550.0    (f) COMPUTED    3 0
 TN0971
 TN0971.Superseded values are not recommended for survey control.
 TN0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0971.See file dsdata.txt to determine how the superseded data were derived.
 TN0971
 TN0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP081687(NAD 83)
 TN0971_MARKER: DB = BENCH MARK DISK
 TN0971_SETTING: 66 = SET IN ROCK OUTCROP
 TN0971_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0971_STAMPING: 3 RHM 1963
 TN0971_MARK LOGO: USGS  
 TN0971_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0971+STABILITY: POSITION/ELEVATION WELL
 TN0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0971+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0971
 TN0971  HISTORY     - Date     Condition        Report By
 TN0971  HISTORY     - 1963     MONUMENTED       USGS
 TN0971
 TN0971                          STATION DESCRIPTION
 TN0971
 TN0971'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0971'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0971'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 5.4
 TN0971'MILES NORTH ALONG FOREST SERVICE ROAD 68 TO A T-ROAD WEST, IN SECTION
 TN0971'10/TOWNSHIP 31 NORTH/RANGE 31 WEST, 13 FEET NORTH AND 51 FEET EAST OF
 TN0971'A T-JUNCTION WEST, IN THE TOP OF AN EMBEDDED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1070 ***********************************************************************
 SU1070  DESIGNATION -  3 RHM
 SU1070  PID         -  SU1070
 SU1070  STATE/COUNTY-  MT/FLATHEAD
 SU1070  USGS QUAD   -  SHRODER CREEK (1964)
 SU1070
 SU1070                         *CURRENT SURVEY CONTROL
 SU1070  ___________________________________________________________________
 SU1070* NAD 83(1986)-  47 56 35.     (N)    114 58 33.     (W)     SCALED    
 SU1070* NAVD 88     -      1016.448  (meters)    3334.80   (feet)  ADJUSTED  
 SU1070  ___________________________________________________________________
 SU1070  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 SU1070  DYNAMIC HT  -        1016.412 (meters)    3334.68  (feet)  COMP
 SU1070  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 SU1070
 SU1070  VERT ORDER  -  THIRD
 SU1070
 SU1070.The horizontal coordinates were scaled from a topographic map and have
 SU1070.an estimated accuracy of +/- 6 seconds.
 SU1070
 SU1070.The orthometric height was determined by differential leveling
 SU1070.and adjusted by the National Geodetic Survey in June 1991..
 SU1070
 SU1070.The geoid height was determined by GEOID03.
 SU1070
 SU1070.The dynamic height is computed by dividing the NAVD 88
 SU1070.geopotential number by the normal gravity value computed on the
 SU1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1070.degrees latitude (g = 980.6199 gals.).
 SU1070
 SU1070.The modeled gravity was interpolated from observed gravity values.
 SU1070
 SU1070;                    North         East    Units  Estimated Accuracy
 SU1070;SPC MT       -   424,650.      191,440.      MT  (+/- 180 meters Scaled)
 SU1070
 SU1070                          SUPERSEDED SURVEY CONTROL
 SU1070
 SU1070  NGVD 29 (??/??/92) 1015.26   (m)         3330.9    (f) COMPUTED    3 0
 SU1070
 SU1070.Superseded values are not recommended for survey control.
 SU1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1070.See file dsdata.txt to determine how the superseded data were derived.
 SU1070
 SU1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP511119(NAD 83)
 SU1070_MARKER: DB = BENCH MARK DISK
 SU1070_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1070_SP_SET: PREFAB CONC. POST IN EARTH
 SU1070_STAMPING: 3 RHM 1964
 SU1070_MARK LOGO: USGS  
 SU1070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1070+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1070
 SU1070  HISTORY     - Date     Condition        Report By
 SU1070  HISTORY     - 1964     MONUMENTED       USGS
 SU1070
 SU1070                          STATION DESCRIPTION
 SU1070
 SU1070'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1070'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1070'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 6.2 MILES
 SU1070'SOUTH ALONG THOMPSON RIVER ROAD TO A CURVE AND PRIVATE ROAD SOUTHEAST
 SU1070'TO A RANCH, 197 FEET NORTH OF A Y-JUNCTION AND 28 FEET WEST OF MAIN
 SU1070'ROAD, PROJECTING 1.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0690 ***********************************************************************
 TL0690  DESIGNATION -  3 WCA
 TL0690  PID         -  TL0690
 TL0690  STATE/COUNTY-  MT/LIBERTY
 TL0690  USGS QUAD   -  JOPLIN (1963)
 TL0690
 TL0690                         *CURRENT SURVEY CONTROL
 TL0690  ___________________________________________________________________
 TL0690* NAD 83(1986)-  48 36 36.     (N)    110 46 17.     (W)     SCALED    
 TL0690* NAVD 88     -      1023.197  (meters)    3356.94   (feet)  ADJUSTED  
 TL0690  ___________________________________________________________________
 TL0690  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 TL0690  DYNAMIC HT  -        1023.283 (meters)    3357.22  (feet)  COMP
 TL0690  MODELED GRAV-     980,659.1   (mgal)                       NAVD 88
 TL0690
 TL0690  VERT ORDER  -  THIRD
 TL0690
 TL0690.The horizontal coordinates were scaled from a topographic map and have
 TL0690.an estimated accuracy of +/- 6 seconds.
 TL0690
 TL0690.The orthometric height was determined by differential leveling
 TL0690.and adjusted by the National Geodetic Survey in June 1991..
 TL0690
 TL0690.The geoid height was determined by GEOID03.
 TL0690
 TL0690.The dynamic height is computed by dividing the NAVD 88
 TL0690.geopotential number by the normal gravity value computed on the
 TL0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0690.degrees latitude (g = 980.6199 gals.).
 TL0690
 TL0690.The modeled gravity was interpolated from observed gravity values.
 TL0690
 TL0690;                    North         East    Units  Estimated Accuracy
 TL0690;SPC MT       -   485,260.      506,270.      MT  (+/- 180 meters Scaled)
 TL0690
 TL0690                          SUPERSEDED SURVEY CONTROL
 TL0690
 TL0690  NGVD 29 (??/??/92) 1022.31   (m)         3354.0    (f) COMPUTED    3 0
 TL0690
 TL0690.Superseded values are not recommended for survey control.
 TL0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0690.See file dsdata.txt to determine how the superseded data were derived.
 TL0690
 TL0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU168841(NAD 83)
 TL0690_MARKER: DB = BENCH MARK DISK
 TL0690_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0690_SP_SET: PREFAB CONC. POST IN EARTH
 TL0690_STAMPING: 3 WCA 1963 3354
 TL0690_MARK LOGO: USGS  
 TL0690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0690+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0690
 TL0690  HISTORY     - Date     Condition        Report By
 TL0690  HISTORY     - 1963     MONUMENTED       USGS
 TL0690
 TL0690                          STATION DESCRIPTION
 TL0690
 TL0690'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0690'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 3.6 MILES NORTH
 TL0690'ALONG JOPLIN ROAD, AT THE WEST END OF THE SECTION LINE BETWEEN
 TL0690'SECTIONS 13-24/TOWNSHIP 33 NORTH/RANGE 7 EAST, 108 FEET EAST OF A
 TL0690'NORTH-SOUTH ROAD AND 25 FEET SOUTH OF AN EAST-WEST FIELD ROAD, 7 FEET
 TL0690'NORTH OF AN OLD FENCE LINE, 1.6 FOOT EAST OF A 3 FOOT GRANITE
 TL0690'BOULDER, PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0185 ***********************************************************************
 PY0185  DESIGNATION -  3 WG
 PY0185  PID         -  PY0185
 PY0185  STATE/COUNTY-  MT/GALLATIN
 PY0185  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0185
 PY0185                         *CURRENT SURVEY CONTROL
 PY0185  ___________________________________________________________________
 PY0185* NAD 83(1986)-  44 48 20.     (N)    111 05 54.     (W)     SCALED    
 PY0185* NAVD 88     -      2054.115  (meters)    6739.21   (feet)  ADJUSTED  
 PY0185  ___________________________________________________________________
 PY0185  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0185  DYNAMIC HT  -        2052.989 (meters)    6735.51  (feet)  COMP
 PY0185  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 PY0185
 PY0185  VERT ORDER  -  FIRST     CLASS II
 PY0185
 PY0185.The horizontal coordinates were scaled from a topographic map and have
 PY0185.an estimated accuracy of +/- 6 seconds.
 PY0185
 PY0185.The orthometric height was determined by differential leveling
 PY0185.and adjusted by the National Geodetic Survey in June 1991..
 PY0185
 PY0185.The geoid height was determined by GEOID03.
 PY0185
 PY0185.The dynamic height is computed by dividing the NAVD 88
 PY0185.geopotential number by the normal gravity value computed on the
 PY0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0185.degrees latitude (g = 980.6199 gals.).
 PY0185
 PY0185.The modeled gravity was interpolated from observed gravity values.
 PY0185
 PY0185;                    North         East    Units  Estimated Accuracy
 PY0185;SPC MT       -    63,050.      473,540.      MT  (+/- 180 meters Scaled)
 PY0185
 PY0185                          SUPERSEDED SURVEY CONTROL
 PY0185
 PY0185  NGVD 29 (??/??/92) 2052.527  (m)         6734.00   (f) ADJ UNCH    1 2
 PY0185
 PY0185.Superseded values are not recommended for survey control.
 PY0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0185.See file dsdata.txt to determine how the superseded data were derived.
 PY0185
 PY0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ922613(NAD 83)
 PY0185_MARKER: DD = SURVEY DISK
 PY0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0185_STAMPING: WG NO 3 6732.49 1932
 PY0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0185+STABILITY: SURFACE MOTION
 PY0185
 PY0185  HISTORY     - Date     Condition        Report By
 PY0185  HISTORY     - 1932     MONUMENTED       BPR
 PY0185  HISTORY     - 1960     GOOD             NGS
 PY0185
 PY0185                          STATION DESCRIPTION
 PY0185
 PY0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0185'11.0 MI N FROM WEST YELLOWSTONE.
 PY0185'ABOUT 11.0 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0185'RAILROAD STATION AT WEST YELLOWSTONE, ABOUT 0.15 MILE SOUTH OF THE
 PY0185'ENTRANCE TO THE YELLOWSTONE NATIONAL PARK, ABOUT 0.1 MILE SOUTHEAST OF
 PY0185'THE PRESENT HIGHWAY, ON THE OLD HIGHWAY, AT AN ABANDONED YELLOWSTONE
 PY0185'PARK ENTRANCE, 66 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 PY0185'HIGHWAY, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 PY0185'OLD HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0398 ***********************************************************************
 TJ0398  DESIGNATION -  3 WR
 TJ0398  PID         -  TJ0398
 TJ0398  STATE/COUNTY-  MT/PHILLIPS
 TJ0398  USGS QUAD   -  MALTA NE (1968)
 TJ0398
 TJ0398                         *CURRENT SURVEY CONTROL
 TJ0398  ___________________________________________________________________
 TJ0398* NAD 83(1986)-  48 26 17.     (N)    107 49 21.     (W)     SCALED    
 TJ0398* NAVD 88     -       684.344  (meters)    2245.22   (feet)  ADJUSTED  
 TJ0398  ___________________________________________________________________
 TJ0398  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 TJ0398  DYNAMIC HT  -         684.429 (meters)    2245.50  (feet)  COMP
 TJ0398  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 TJ0398
 TJ0398  VERT ORDER  -  FIRST     CLASS II
 TJ0398
 TJ0398.The horizontal coordinates were scaled from a topographic map and have
 TJ0398.an estimated accuracy of +/- 6 seconds.
 TJ0398
 TJ0398.The orthometric height was determined by differential leveling
 TJ0398.and adjusted by the National Geodetic Survey in June 1991..
 TJ0398
 TJ0398.The geoid height was determined by GEOID03.
 TJ0398
 TJ0398.The dynamic height is computed by dividing the NAVD 88
 TJ0398.geopotential number by the normal gravity value computed on the
 TJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0398.degrees latitude (g = 980.6199 gals.).
 TJ0398
 TJ0398.The modeled gravity was interpolated from observed gravity values.
 TJ0398
 TJ0398;                    North         East    Units  Estimated Accuracy
 TJ0398;SPC MT       -   466,720.      724,070.      MT  (+/- 180 meters Scaled)
 TJ0398
 TJ0398                          SUPERSEDED SURVEY CONTROL
 TJ0398
 TJ0398.No superseded survey control is available for this station.
 TJ0398
 TJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP912688(NAD 83)
 TJ0398_MARKER: DB = BENCH MARK DISK
 TJ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0398_SP_SET: CONCRETE POST
 TJ0398_STAMPING: 3 WR 2243 1968
 TJ0398_PROJECTION: PROJECTING 5 CENTIMETERS
 TJ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0398+STABILITY: SURFACE MOTION
 TJ0398
 TJ0398  HISTORY     - Date     Condition        Report By
 TJ0398  HISTORY     - 1968     MONUMENTED       USGS
 TJ0398  HISTORY     - 1979     GOOD             NGS
 TJ0398
 TJ0398                          STATION DESCRIPTION
 TJ0398
 TJ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0398'6.7 MI NORTH FROM MALTA.
 TJ0398'6.7 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0398'HIGHWAY 2 IN MALTA, 80 FEET WEST OF THE CENTER OF THE HIGHWAY,
 TJ0398'40 FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 12 FEET EAST OF A
 TJ0398'FENCE.
 TJ0398'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TJ0398'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0555 ***********************************************************************
 TK0555  DESIGNATION -  30 REB
 TK0555  PID         -  TK0555
 TK0555  STATE/COUNTY-  MT/BLAINE
 TK0555  USGS QUAD   -  TURNER (1984)
 TK0555
 TK0555                         *CURRENT SURVEY CONTROL
 TK0555  ___________________________________________________________________
 TK0555* NAD 83(1986)-  48 45 25.     (N)    108 26 42.     (W)     SCALED    
 TK0555* NAVD 88     -       941.749  (meters)    3089.72   (feet)  POSTED    
 TK0555  ___________________________________________________________________
 TK0555  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TK0555  DYNAMIC HT  -         941.850 (meters)    3090.05  (feet)  COMP
 TK0555  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 TK0555
 TK0555  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0555
 TK0555.The horizontal coordinates were scaled from a topographic map and have
 TK0555.an estimated accuracy of +/- 6 seconds.
 TK0555
 TK0555.The orthometric height was determined by differential leveling
 TK0555.and adjusted by the National Geodetic Survey in 1992..
 TK0555.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0555.rate of 0.0 thru 1.0 mm/km.
 TK0555
 TK0555.The geoid height was determined by GEOID03.
 TK0555
 TK0555.The dynamic height is computed by dividing the NAVD 88
 TK0555.geopotential number by the normal gravity value computed on the
 TK0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0555.degrees latitude (g = 980.6199 gals.).
 TK0555
 TK0555.The modeled gravity was interpolated from observed gravity values.
 TK0555
 TK0555;                    North         East    Units  Estimated Accuracy
 TK0555;SPC MT       -   501,360.      677,560.      MT  (+/- 180 meters Scaled)
 TK0555
 TK0555                          SUPERSEDED SURVEY CONTROL
 TK0555
 TK0555.No superseded survey control is available for this station.
 TK0555
 TK0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV877035(NAD 83)
 TK0555_MARKER: DB = BENCH MARK DISK
 TK0555_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0555_SP_SET: COPPER-CLAD STEEL ROD
 TK0555_STAMPING: 30 REB 1979
 TK0555_MARK LOGO: USGS  
 TK0555_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0555_ROD/PIPE-DEPTH: 3.81 meters
 TK0555
 TK0555  HISTORY     - Date     Condition        Report By
 TK0555  HISTORY     - 1979     MONUMENTED       USGS
 TK0555
 TK0555                          STATION DESCRIPTION
 TK0555
 TK0555'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0555'37.3 KM (23.20 MI) NE FROM HARLEM.
 TK0555'23.2 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT ALONG
 TK0555'HIGHWAY 241, 7.2 MILES WEST AND SOUTH ALONG HIGHWAY 241 FROM A T -
 TK0555'ROAD NORTH AT TURNER, AT A T - ROAD EAST NEAR THE SOUTH 1/4 CORNER OF
 TK0555'SECTION 27, T35N, R25E, 80 FEET SOUTH OF HIGHWAY 241, 76 FEET NORTH
 TK0555'OF A GRAVEL ROAD, 13 FEET EAST OF A FENCE CORNER, AND 1.5 FEET NORTH
 TK0555'OF A FENCE.
 TK0555'THE MARK IS 2.5 FT  E FROM  A WITNESS POST
 TK0555'THE MARK IS 6.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1011 ***********************************************************************
 TN1011  DESIGNATION -  30 RHM
 TN1011  PID         -  TN1011
 TN1011  STATE/COUNTY-  MT/LINCOLN
 TN1011  USGS QUAD   -  RED MOUNTAIN (1983)
 TN1011
 TN1011                         *CURRENT SURVEY CONTROL
 TN1011  ___________________________________________________________________
 TN1011* NAD 83(1986)-  48 55 08.     (N)    115 22 28.     (W)     SCALED    
 TN1011* NAVD 88     -      1597.047  (meters)    5239.65   (feet)  ADJUSTED  
 TN1011  ___________________________________________________________________
 TN1011  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 TN1011  DYNAMIC HT  -        1596.998 (meters)    5239.48  (feet)  COMP
 TN1011  MODELED GRAV-     980,522.4   (mgal)                       NAVD 88
 TN1011
 TN1011  VERT ORDER  -  THIRD
 TN1011
 TN1011.The horizontal coordinates were scaled from a topographic map and have
 TN1011.an estimated accuracy of +/- 6 seconds.
 TN1011
 TN1011.The orthometric height was determined by differential leveling
 TN1011.and adjusted by the National Geodetic Survey in June 1991..
 TN1011
 TN1011.The geoid height was determined by GEOID03.
 TN1011
 TN1011.The dynamic height is computed by dividing the NAVD 88
 TN1011.geopotential number by the normal gravity value computed on the
 TN1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1011.degrees latitude (g = 980.6199 gals.).
 TN1011
 TN1011.The modeled gravity was interpolated from observed gravity values.
 TN1011
 TN1011;                    North         East    Units  Estimated Accuracy
 TN1011;SPC MT       -   534,980.      169,880.      MT  (+/- 180 meters Scaled)
 TN1011
 TN1011                          SUPERSEDED SURVEY CONTROL
 TN1011
 TN1011  NGVD 29 (??/??/92) 1595.74   (m)         5235.4    (f) COMPUTED    3 0
 TN1011
 TN1011.Superseded values are not recommended for survey control.
 TN1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1011.See file dsdata.txt to determine how the superseded data were derived.
 TN1011
 TN1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ190197(NAD 83)
 TN1011_MARKER: DB = BENCH MARK DISK
 TN1011_SETTING: 66 = SET IN ROCK OUTCROP
 TN1011_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1011_STAMPING: 30 RHM 1963
 TN1011_MARK LOGO: USGS  
 TN1011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1011+STABILITY: POSITION/ELEVATION WELL
 TN1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1011+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1011
 TN1011  HISTORY     - Date     Condition        Report By
 TN1011  HISTORY     - 1963     MONUMENTED       USGS
 TN1011
 TN1011                          STATION DESCRIPTION
 TN1011
 TN1011'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1011'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1011'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1011'14.2 MILES NORTH AND WEST ALONG ROAD 92 TO A CUT AND TURNOUT,
 TN1011'APPROXIMATELY 0.9 MILES WEST OF A SUMMIT, IN THE NORTHEAST 1/4 CORNER
 TN1011'OF SECTION 5/TOWNSHIP 36 NORTH/RANGE 29 WEST, 15 FEET NORTH AND 2
 TN1011'FEET HIGHER THAN THE ROAD, IN THE TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0727 ***********************************************************************
 TL0727  DESIGNATION -  30 WAC
 TL0727  PID         -  TL0727
 TL0727  STATE/COUNTY-  MT/HILL
 TL0727  USGS QUAD   -  NINEMILE COULEE WEST (1972)
 TL0727
 TL0727                         *CURRENT SURVEY CONTROL
 TL0727  ___________________________________________________________________
 TL0727* NAD 83(1986)-  48 46 01.     (N)    110 17 31.     (W)     SCALED    
 TL0727* NAVD 88     -       861.637  (meters)    2826.89   (feet)  ADJUSTED  
 TL0727  ___________________________________________________________________
 TL0727  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TL0727  DYNAMIC HT  -         861.744 (meters)    2827.24  (feet)  COMP
 TL0727  MODELED GRAV-     980,704.6   (mgal)                       NAVD 88
 TL0727
 TL0727  VERT ORDER  -  THIRD
 TL0727
 TL0727.The horizontal coordinates were scaled from a topographic map and have
 TL0727.an estimated accuracy of +/- 6 seconds.
 TL0727
 TL0727.The orthometric height was determined by differential leveling
 TL0727.and adjusted by the National Geodetic Survey in June 1991..
 TL0727
 TL0727.The geoid height was determined by GEOID03.
 TL0727
 TL0727.The dynamic height is computed by dividing the NAVD 88
 TL0727.geopotential number by the normal gravity value computed on the
 TL0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0727.degrees latitude (g = 980.6199 gals.).
 TL0727
 TL0727.The modeled gravity was interpolated from observed gravity values.
 TL0727
 TL0727;                    North         East    Units  Estimated Accuracy
 TL0727;SPC MT       -   502,250.      541,790.      MT  (+/- 180 meters Scaled)
 TL0727
 TL0727                          SUPERSEDED SURVEY CONTROL
 TL0727
 TL0727  NGVD 29 (??/??/92)  860.78   (m)         2824.1    (f) COMPUTED    3 0
 TL0727
 TL0727.Superseded values are not recommended for survey control.
 TL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0727.See file dsdata.txt to determine how the superseded data were derived.
 TL0727
 TL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV520017(NAD 83)
 TL0727_MARKER: DB = BENCH MARK DISK
 TL0727_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0727_SP_SET: PREFAB CONC. POST IN EARTH
 TL0727_STAMPING: 30 WAC 1963 2824
 TL0727_MARK LOGO: USGS  
 TL0727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0727+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0727
 TL0727  HISTORY     - Date     Condition        Report By
 TL0727  HISTORY     - 1963     MONUMENTED       USGS
 TL0727
 TL0727                          STATION DESCRIPTION
 TL0727
 TL0727'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0727'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0727'THENCE 10.8 MILES NORTH, NEAR THE NORTHWEST CORNER OF SECTION
 TL0727'27/TOWNSHIP 35 NORTH/RANGE 11 EAST, 91 FEET SOUTH AND 41 FEET EAST
 TL0727'AND 2.6 FEET LOWER THAN A NORTH-SOUTH ROAD AT DRIVE TO DESERTED FARM
 TL0727'HOUSE, 2 FEET WEST OF A POWER POLE, PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0720 ***********************************************************************
 TJ0720  DESIGNATION -  30 WR
 TJ0720  PID         -  TJ0720
 TJ0720  STATE/COUNTY-  MT/VALLEY
 TJ0720  USGS QUAD   -  GENEVIEVE (1984)
 TJ0720
 TJ0720                         *CURRENT SURVEY CONTROL
 TJ0720  ___________________________________________________________________
 TJ0720* NAD 83(1986)-  48 44 31.     (N)    107 09 42.     (W)     SCALED    
 TJ0720* NAVD 88     -       772.586  (meters)    2534.73   (feet)  POSTED    
 TJ0720  ___________________________________________________________________
 TJ0720  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TJ0720  DYNAMIC HT  -         772.700 (meters)    2535.10  (feet)  COMP
 TJ0720  MODELED GRAV-     980,727.6   (mgal)                       NAVD 88
 TJ0720
 TJ0720  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0720
 TJ0720.The horizontal coordinates were scaled from a topographic map and have
 TJ0720.an estimated accuracy of +/- 6 seconds.
 TJ0720
 TJ0720.The orthometric height was determined by differential leveling
 TJ0720.and adjusted by the National Geodetic Survey in 1992..
 TJ0720.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0720.rate of 0.0 thru 1.0 mm/km.
 TJ0720
 TJ0720.The geoid height was determined by GEOID03.
 TJ0720
 TJ0720.The dynamic height is computed by dividing the NAVD 88
 TJ0720.geopotential number by the normal gravity value computed on the
 TJ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0720.degrees latitude (g = 980.6199 gals.).
 TJ0720
 TJ0720.The modeled gravity was interpolated from observed gravity values.
 TJ0720
 TJ0720;                    North         East    Units  Estimated Accuracy
 TJ0720;SPC MT       -   501,740.      771,930.      MT  (+/- 180 meters Scaled)
 TJ0720
 TJ0720                          SUPERSEDED SURVEY CONTROL
 TJ0720
 TJ0720  NGVD 29 (??/??/92)  771.89   (m)         2532.4    (f) COMPUTED    3 0
 TJ0720
 TJ0720.Superseded values are not recommended for survey control.
 TJ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0720.See file dsdata.txt to determine how the superseded data were derived.
 TJ0720
 TJ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ410010(NAD 83)
 TJ0720_MARKER: DB = BENCH MARK DISK
 TJ0720_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0720_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0720_STAMPING: 30 WR 2533 1968
 TJ0720_MARK LOGO: USGS  
 TJ0720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0720+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0720
 TJ0720  HISTORY     - Date     Condition        Report By
 TJ0720  HISTORY     - 1968     MONUMENTED       USGS
 TJ0720
 TJ0720                          STATION DESCRIPTION
 TJ0720
 TJ0720'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0720'FROM WHITEWATER, MONTANA, PROCEED 18.8 MILES SOUTH AND EAST TO A
 TJ0720'Y-ROAD, THENCE 4.0 MILES SOUTH ALONG ROAD TO FRENCHMAN RESERVOIR
 TJ0720'SPILLWAY, THENCE 4.2 MILES EAST TO CROSSROADS, THENCE 2.0 MILES
 TJ0720'NORTH, CORNER SECTION 4-5-32-33/TOWNSHIP 34-35 NORTH, 1.0 MILE NORTH
 TJ0720'OF GENEVIEVE HALL, 1.5 MILES AND 2.0 MILES WEST OF SNAKE CREEK
 TJ0720'SCHOOL, 4 FEET SOUTH AND 75 FEET EAST AND 1.5 FEET LOWER THAN THE
 TJ0720'CENTERLINE OF THE ROAD AT T-ROAD WEST, 3 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0070 ***********************************************************************
 TN0070  DESIGNATION -  3016
 TN0070  PID         -  TN0070
 TN0070  STATE/COUNTY-  MT/FLATHEAD
 TN0070  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0070
 TN0070                         *CURRENT SURVEY CONTROL
 TN0070  ___________________________________________________________________
 TN0070* NAD 83(1986)-  48 21 29.     (N)    114 13 13.     (W)     SCALED    
 TN0070* NAVD 88     -       923.488  (meters)    3029.81   (feet)  ADJUSTED  
 TN0070  ___________________________________________________________________
 TN0070  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TN0070  DYNAMIC HT  -         923.473 (meters)    3029.76  (feet)  COMP
 TN0070  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 TN0070
 TN0070  VERT ORDER  -  FIRST     CLASS II
 TN0070
 TN0070.The horizontal coordinates were scaled from a topographic map and have
 TN0070.an estimated accuracy of +/- 6 seconds.
 TN0070
 TN0070.The orthometric height was determined by differential leveling
 TN0070.and adjusted by the National Geodetic Survey in June 1991..
 TN0070.WARNING-Repeat measurements at this control monument indicate possible
 TN0070.vertical movement.
 TN0070
 TN0070.The geoid height was determined by GEOID03.
 TN0070
 TN0070.The dynamic height is computed by dividing the NAVD 88
 TN0070.geopotential number by the normal gravity value computed on the
 TN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0070.degrees latitude (g = 980.6199 gals.).
 TN0070
 TN0070.The modeled gravity was interpolated from observed gravity values.
 TN0070
 TN0070;                    North         East    Units  Estimated Accuracy
 TN0070;SPC MT       -   467,030.      250,520.      MT  (+/- 180 meters Scaled)
 TN0070
 TN0070                          SUPERSEDED SURVEY CONTROL
 TN0070
 TN0070  NGVD 29 (??/??/92)  922.314  (m)         3025.96   (f) ADJ UNCH    1 2
 TN0070
 TN0070.Superseded values are not recommended for survey control.
 TN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0070.See file dsdata.txt to determine how the superseded data were derived.
 TN0070
 TN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP059598(NAD 83)
 TN0070_MARKER: P = PIPE CAP
 TN0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0070_STAMPING: 3016 GN
 TN0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0070
 TN0070  HISTORY     - Date     Condition        Report By
 TN0070  HISTORY     - UNK      MONUMENTED       USGS
 TN0070  HISTORY     - 1946     GOOD             NGS
 TN0070  HISTORY     - 1979     GOOD             NGS
 TN0070
 TN0070                          STATION DESCRIPTION
 TN0070
 TN0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0070'2.5 MI SW FROM COLUMBIA FALLS.
 TN0070'2.5 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0070'AT COLUMBIA FALLS, FLATHEAD COUNTY, 150 FEET NORTHEAST OF MILEPOST
 TN0070'1214, 9 RAILS NORTH OF THE CROSSING OF A ROAD LEADING TO THE C.E.
 TN0070'BURGOYNE PLACE IN 1933, ON THE WEST SLOPE OF A HILL THROUGH WHICH THE
 TN0070'RAILROAD CUTS, AT THE MIDDLE OF THE FIRST CURVE AT THE EAST END OF A
 TN0070'LONG TANGENT, AND 5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 TN0070'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3016 GN AND
 TN0070'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 TN0070'GROUND.  NOTE-- THE SPUR IS GONE.
 TN0070
 TN0070                          STATION RECOVERY (1979)
 TN0070
 TN0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0070'0.75 MILE SOUTH ALONG VETERAN DRIVE FROM THE JUNCTION OF STATE HIGHWAY
 TN0070'40 AND THE CROSSING OF THE GREAT NORTHERN RAILWAY AT COLUMBIA FALLS,
 TN0070'THENCE 0.4 MILE WEST ALONG TALBOT DRIVE, THENCE 0.35 MILE SOUTH ALONG
 TN0070'SOUTH HILLTOP ROAD TO A PRIVATE ROAD AND A RED HOUSE ON THE LEFT,
 TN0070'THENCE 0.15 MILE SOUTH ALONG THE PRIVATE ROAD, 8 RAILS NORTHEAST OF
 TN0070'THE CROSSING OF THE GREAT NORTHERN RAILROAD, ON THE WEST SLOPE OF A
 TN0070'HILL, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 150 FEET EAST OF AND
 TN0070'ACROSS THE TRACK FROM MILE POLE 1214, 105 FEET NORTHEAST OF A RIGHT
 TN0070'ANGLE POWER LINE POLE, 5 FEET SOUTHEAST OF THE SOUTHEAST RIGHT OF WAY
 TN0070'FENCE.
 TN0070'NOTE--DISK HAS BEEN DISTURBED.  THE HIGH POINT LEVELED TO WILL BE ON
 TN0070'THE A OF GEOLOGICAL.
 TN0070'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0304 ***********************************************************************
 TN0304  DESIGNATION -  3020
 TN0304  PID         -  TN0304
 TN0304  STATE/COUNTY-  MT/LINCOLN
 TN0304  USGS QUAD   -  BARREN PEAK (1983)
 TN0304
 TN0304                         *CURRENT SURVEY CONTROL
 TN0304  ___________________________________________________________________
 TN0304* NAD 83(1986)-  48 06 53.     (N)    115 25 00.     (W)     SCALED    
 TN0304* NAVD 88     -       921.785  (meters)    3024.22   (feet)  ADJUSTED  
 TN0304  ___________________________________________________________________
 TN0304  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0304  DYNAMIC HT  -         921.780 (meters)    3024.21  (feet)  COMP
 TN0304  MODELED GRAV-     980,575.9   (mgal)                       NAVD 88
 TN0304
 TN0304  VERT ORDER  -  SECOND    CLASS 0
 TN0304
 TN0304.The horizontal coordinates were scaled from a topographic map and have
 TN0304.an estimated accuracy of +/- 6 seconds.
 TN0304
 TN0304.The orthometric height was determined by differential leveling
 TN0304.and adjusted by the National Geodetic Survey in June 1991..
 TN0304
 TN0304.The geoid height was determined by GEOID03.
 TN0304
 TN0304.The dynamic height is computed by dividing the NAVD 88
 TN0304.geopotential number by the normal gravity value computed on the
 TN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0304.degrees latitude (g = 980.6199 gals.).
 TN0304
 TN0304.The modeled gravity was interpolated from observed gravity values.
 TN0304
 TN0304;                    North         East    Units  Estimated Accuracy
 TN0304;SPC MT       -   446,070.      160,050.      MT  (+/- 180 meters Scaled)
 TN0304
 TN0304                          SUPERSEDED SURVEY CONTROL
 TN0304
 TN0304  NGVD 29 (??/??/92)  920.615  (m)         3020.38   (f) ADJ UNCH    2 0
 TN0304
 TN0304.Superseded values are not recommended for survey control.
 TN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0304.See file dsdata.txt to determine how the superseded data were derived.
 TN0304
 TN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP178302(NAD 83)
 TN0304_MARKER: DD = SURVEY DISK
 TN0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0304_STAMPING: 3020 1936 2 - 23
 TN0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0304+STABILITY: SURFACE MOTION
 TN0304
 TN0304  HISTORY     - Date     Condition        Report By
 TN0304  HISTORY     - 1936     MONUMENTED       USDA
 TN0304  HISTORY     - 1952     GOOD             NGS
 TN0304
 TN0304                          STATION DESCRIPTION
 TN0304
 TN0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0304'20.7 MI SE FROM LIBBY.
 TN0304'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0304'STATION AT LIBBY, THENCE 20.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 2,
 TN0304'18.4 MILES NORTHWEST OF HAPPYS INN, 0.25 MILE SOUTHEAST OF A RANGER
 TN0304'STATION, 105 FEET SOUTHEAST OF THE NORTHWEST END OF A CUT, 62 FEET
 TN0304'NORTHWEST OF A TELEPHONE POLE, 33 FEET NORTHEAST OF THE CENTER LINE OF
 TN0304'THE HIGHWAY, 1.5 FEET NORTHEAST OF THE WITNESS POST, ABOUT 1 FOOT
 TN0304'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TN0304'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0153 ***********************************************************************
 SU0153  DESIGNATION -  3024.428
 SU0153  PID         -  SU0153
 SU0153  STATE/COUNTY-  MT/MISSOULA
 SU0153  USGS QUAD   -  HUSON (1984)
 SU0153
 SU0153                         *CURRENT SURVEY CONTROL
 SU0153  ___________________________________________________________________
 SU0153* NAD 83(1986)-  47 01 42.     (N)    114 18 12.     (W)     SCALED    
 SU0153* NAVD 88     -       922.908  (meters)    3027.91   (feet)  ADJUSTED  
 SU0153  ___________________________________________________________________
 SU0153  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 SU0153  DYNAMIC HT  -         922.783 (meters)    3027.50  (feet)  COMP
 SU0153  MODELED GRAV-     980,448.3   (mgal)                       NAVD 88
 SU0153
 SU0153  VERT ORDER  -  FIRST     CLASS II
 SU0153
 SU0153.The horizontal coordinates were scaled from a topographic map and have
 SU0153.an estimated accuracy of +/- 6 seconds.
 SU0153
 SU0153.The orthometric height was determined by differential leveling
 SU0153.and adjusted by the National Geodetic Survey in June 1991..
 SU0153
 SU0153.The geoid height was determined by GEOID03.
 SU0153
 SU0153.The dynamic height is computed by dividing the NAVD 88
 SU0153.geopotential number by the normal gravity value computed on the
 SU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0153.degrees latitude (g = 980.6199 gals.).
 SU0153
 SU0153.The modeled gravity was interpolated from observed gravity values.
 SU0153
 SU0153;                    North         East    Units  Estimated Accuracy
 SU0153;SPC MT       -   319,910.      235,320.      MT  (+/- 180 meters Scaled)
 SU0153
 SU0153                          SUPERSEDED SURVEY CONTROL
 SU0153
 SU0153  NGVD 29 (??/??/92)  921.826  (m)         3024.36   (f) ADJ UNCH    1 2
 SU0153
 SU0153.Superseded values are not recommended for survey control.
 SU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0153.See file dsdata.txt to determine how the superseded data were derived.
 SU0153
 SU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN049118(NAD 83)
 SU0153_MARKER: DD = SURVEY DISK
 SU0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0153_SP_SET: CULVERT
 SU0153_STAMPING: 3024.428
 SU0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0153
 SU0153  HISTORY     - Date     Condition        Report By
 SU0153  HISTORY     - UNK      MONUMENTED       BOR
 SU0153  HISTORY     - 1944     GOOD             NGS
 SU0153  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0153
 SU0153                          STATION DESCRIPTION
 SU0153
 SU0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0153'3.6 MI W FROM FRENCHTOWN.
 SU0153'3.6 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0153'FRENCHTOWN, MISSOULA COUNTY, 65.1 FEET NORTH OF THE NORTH RAIL, AT A
 SU0153'24-INCH PIPE-CULVERT UNDER U.S. HIGHWAY 10, IN THE CENTER OF THE TOP
 SU0153'OF THE SOUTH CONCRETE HEADWALL, AND 25.3 FEET SOUTH OF THE CENTERLINE
 SU0153'OF THE HIGHWAY.  A UNITED STATES RECLAMATION SERVICE STANDARD DISK,
 SU0153'STAMPED 3024.428.
 SU0153
 SU0153                          STATION RECOVERY (1980)
 SU0153
 SU0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0153'BENCH MARK SEARCHED FOR BUT NOT RECOVERED ON THIS DATE. NOTE-CULVERT
 SU0153'AND MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0152 ***********************************************************************
 SU0152  DESIGNATION -  3027.943
 SU0152  PID         -  SU0152
 SU0152  STATE/COUNTY-  MT/MISSOULA
 SU0152  USGS QUAD   -  HUSON (1984)
 SU0152
 SU0152                         *CURRENT SURVEY CONTROL
 SU0152  ___________________________________________________________________
 SU0152* NAD 83(1986)-  47 01 37.     (N)    114 17 39.     (W)     SCALED    
 SU0152* NAVD 88     -       923.966  (meters)    3031.38   (feet)  ADJUSTED  
 SU0152  ___________________________________________________________________
 SU0152  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 SU0152  DYNAMIC HT  -         923.844 (meters)    3030.98  (feet)  COMP
 SU0152  MODELED GRAV-     980,451.5   (mgal)                       NAVD 88
 SU0152
 SU0152  VERT ORDER  -  FIRST     CLASS II
 SU0152
 SU0152.The horizontal coordinates were scaled from a topographic map and have
 SU0152.an estimated accuracy of +/- 6 seconds.
 SU0152
 SU0152.The orthometric height was determined by differential leveling
 SU0152.and adjusted by the National Geodetic Survey in June 1991..
 SU0152
 SU0152.The geoid height was determined by GEOID03.
 SU0152
 SU0152.The dynamic height is computed by dividing the NAVD 88
 SU0152.geopotential number by the normal gravity value computed on the
 SU0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0152.degrees latitude (g = 980.6199 gals.).
 SU0152
 SU0152.The modeled gravity was interpolated from observed gravity values.
 SU0152
 SU0152;                    North         East    Units  Estimated Accuracy
 SU0152;SPC MT       -   319,710.      236,010.      MT  (+/- 180 meters Scaled)
 SU0152
 SU0152                          SUPERSEDED SURVEY CONTROL
 SU0152
 SU0152  NGVD 29 (??/??/92)  922.887  (m)         3027.84   (f) ADJ UNCH    1 2
 SU0152
 SU0152.Superseded values are not recommended for survey control.
 SU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0152.See file dsdata.txt to determine how the superseded data were derived.
 SU0152
 SU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN056117(NAD 83)
 SU0152_MARKER: DD = SURVEY DISK
 SU0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0152_SP_SET: CULVERT
 SU0152_STAMPING: 3027.943
 SU0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0152
 SU0152  HISTORY     - Date     Condition        Report By
 SU0152  HISTORY     - UNK      MONUMENTED       BOR
 SU0152  HISTORY     - 1944     GOOD             NGS
 SU0152  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0152
 SU0152                          STATION DESCRIPTION
 SU0152
 SU0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0152'3.0 MI W FROM FRENCHTOWN.
 SU0152'ABOUT 3.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0152'STATION AT FRENCHTOWN, 60 FEET WEST OF THE CENTER OF A FARM ROAD
 SU0152'CROSSING, 57 FEET NORTHWEST OF A FENCE CORNER, 10.3 FEET SOUTH OF THE
 SU0152'SOUTH RAIL AND SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A
 SU0152'24-INCH PIPE CULVERT UNDER THE TRACKS.  THE ROD WAS HELD ON THE
 SU0152'LETTERS BM ON THE DISK.
 SU0152
 SU0152                          STATION RECOVERY (1980)
 SU0152
 SU0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0152'BENCH MARK SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0563 ***********************************************************************
 TK0563  DESIGNATION -  3032
 TK0563  PID         -  TK0563
 TK0563  STATE/COUNTY-  MT/BLAINE
 TK0563  USGS QUAD   -  TURNER (1984)
 TK0563
 TK0563                         *CURRENT SURVEY CONTROL
 TK0563  ___________________________________________________________________
 TK0563* NAD 83(1986)-  48 50 39.     (N)    108 24 42.     (W)     SCALED    
 TK0563* NAVD 88     -       924.803  (meters)    3034.12   (feet)  POSTED    
 TK0563  ___________________________________________________________________
 TK0563  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TK0563  DYNAMIC HT  -         924.910 (meters)    3034.48  (feet)  COMP
 TK0563  MODELED GRAV-     980,696.1   (mgal)                       NAVD 88
 TK0563
 TK0563  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0563
 TK0563.The horizontal coordinates were scaled from a topographic map and have
 TK0563.an estimated accuracy of +/- 6 seconds.
 TK0563
 TK0563.The orthometric height was determined by differential leveling
 TK0563.and adjusted by the National Geodetic Survey in 1992..
 TK0563.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0563.rate of 0.0 thru 1.0 mm/km.
 TK0563
 TK0563.The geoid height was determined by GEOID03.
 TK0563
 TK0563.The dynamic height is computed by dividing the NAVD 88
 TK0563.geopotential number by the normal gravity value computed on the
 TK0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0563.degrees latitude (g = 980.6199 gals.).
 TK0563
 TK0563.The modeled gravity was interpolated from observed gravity values.
 TK0563
 TK0563;                    North         East    Units  Estimated Accuracy
 TK0563;SPC MT       -   511,090.      679,870.      MT  (+/- 180 meters Scaled)
 TK0563
 TK0563                          SUPERSEDED SURVEY CONTROL
 TK0563
 TK0563.No superseded survey control is available for this station.
 TK0563
 TK0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV898133(NAD 83)
 TK0563_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TK0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0563_SP_SET: CONCRETE POST
 TK0563_MARK LOGO: MTSHC 
 TK0563_PROJECTION: PROJECTING 91 CENTIMETERS
 TK0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0563+STABILITY: SURFACE MOTION
 TK0563
 TK0563  HISTORY     - Date     Condition        Report By
 TK0563  HISTORY     - 1979     MONUMENTED       MTSHC
 TK0563  HISTORY     - 1979     GOOD             USGS
 TK0563
 TK0563                          STATION DESCRIPTION
 TK0563
 TK0563'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0563'0.5 KM (0.30 MI) WEST FROM TURNER.
 TK0563'O.3 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0563'NEAR THE SOUTHWEST CORNER OF SECTION 25, T36N, R25E, 67 FEET
 TK0563'NORTHEAST OF A RAILROAD CROSSING, 66 FEET SOUTHEAST OF A CROSSROAD,
 TK0563'53 FEET SOUTH OF A GRAVEL ROAD, 36.0 FEET NORTH OF THE NORTH RAIL,
 TK0563'AND 22 FEET WEST OF A TELEGRAPH POLE WITH A GUY WIRE.
 TK0563'THE MARK IS 0.1 FT ABOVE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0122 ***********************************************************************
 TN0122  DESIGNATION -  3033
 TN0122  PID         -  TN0122
 TN0122  STATE/COUNTY-  MT/FLATHEAD
 TN0122  USGS QUAD   -  WHITEFISH (1994)
 TN0122
 TN0122                         *CURRENT SURVEY CONTROL
 TN0122  ___________________________________________________________________
 TN0122* NAD 83(1986)-  48 24 38.     (N)    114 20 11.     (W)     SCALED    
 TN0122* NAVD 88     -       925.414  (meters)    3036.13   (feet)  ADJUSTED  
 TN0122  ___________________________________________________________________
 TN0122  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TN0122  DYNAMIC HT  -         925.416 (meters)    3036.14  (feet)  COMP
 TN0122  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 TN0122
 TN0122  VERT ORDER  -  FIRST     CLASS II
 TN0122
 TN0122.The horizontal coordinates were scaled from a topographic map and have
 TN0122.an estimated accuracy of +/- 6 seconds.
 TN0122
 TN0122.The orthometric height was determined by differential leveling
 TN0122.and adjusted by the National Geodetic Survey in June 1991..
 TN0122
 TN0122.The geoid height was determined by GEOID03.
 TN0122
 TN0122.The dynamic height is computed by dividing the NAVD 88
 TN0122.geopotential number by the normal gravity value computed on the
 TN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0122.degrees latitude (g = 980.6199 gals.).
 TN0122
 TN0122.The modeled gravity was interpolated from observed gravity values.
 TN0122
 TN0122;                    North         East    Units  Estimated Accuracy
 TN0122;SPC MT       -   473,380.      242,290.      MT  (+/- 180 meters Scaled)
 TN0122
 TN0122                          SUPERSEDED SURVEY CONTROL
 TN0122
 TN0122  NGVD 29 (??/??/92)  924.255  (m)         3032.33   (f) ADJ UNCH    1 2
 TN0122
 TN0122.Superseded values are not recommended for survey control.
 TN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0122.See file dsdata.txt to determine how the superseded data were derived.
 TN0122
 TN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP971653(NAD 83)
 TN0122_MARKER: DD = SURVEY DISK
 TN0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0122_SP_SET: BUILDING
 TN0122_STAMPING: 3033
 TN0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0122
 TN0122  HISTORY     - Date     Condition        Report By
 TN0122  HISTORY     - UNK      MONUMENTED       USGS
 TN0122  HISTORY     - 1952     GOOD             NGS
 TN0122
 TN0122                          STATION DESCRIPTION
 TN0122
 TN0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0122'IN WHITEFISH.
 TN0122'AT WHITEFISH, FLATHEAD COUNTY, AT THE INTERSECTION OF CENTRAL AVENUE
 TN0122'AND SECOND STREET, AT THE FIRST NATIONAL BANK BUILDING, IN THE FACE OF
 TN0122'THE WATER TABLE ON THE NORTH SIDE OF THE BUILDING, 9.6 FEET WEST OF
 TN0122'THE NORTHEAST CORNER, AND 1.6 FEET ABOVE THE SECOND CONCRETE STEP
 TN0122'LEADING TO THE BASEMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TN0122'DISK, STAMPED 3033 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0043 ***********************************************************************
 QW0043  DESIGNATION -  3056
 QW0043  PID         -  QW0043
 QW0043  STATE/COUNTY-  MT/YELLOWSTONE
 QW0043  USGS QUAD   -  NIBBE (1980)
 QW0043
 QW0043                         *CURRENT SURVEY CONTROL
 QW0043  ___________________________________________________________________
 QW0043* NAD 83(1986)-  45 56 29.     (N)    108 01 05.     (W)     SCALED    
 QW0043* NAVD 88     -       931.240  (meters)    3055.24   (feet)  ADJUSTED  
 QW0043  ___________________________________________________________________
 QW0043  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 QW0043  DYNAMIC HT  -         931.072 (meters)    3054.69  (feet)  COMP
 QW0043  MODELED GRAV-     980,404.2   (mgal)                       NAVD 88
 QW0043
 QW0043  VERT ORDER  -  FIRST     CLASS II
 QW0043
 QW0043.The horizontal coordinates were scaled from a topographic map and have
 QW0043.an estimated accuracy of +/- 6 seconds.
 QW0043
 QW0043.The orthometric height was determined by differential leveling
 QW0043.and adjusted by the National Geodetic Survey in June 1991..
 QW0043
 QW0043.The geoid height was determined by GEOID03.
 QW0043
 QW0043.The dynamic height is computed by dividing the NAVD 88
 QW0043.geopotential number by the normal gravity value computed on the
 QW0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0043.degrees latitude (g = 980.6199 gals.).
 QW0043
 QW0043.The modeled gravity was interpolated from observed gravity values.
 QW0043
 QW0043;                    North         East    Units  Estimated Accuracy
 QW0043;SPC MT       -   189,050.      714,860.      MT  (+/- 180 meters Scaled)
 QW0043
 QW0043                          SUPERSEDED SURVEY CONTROL
 QW0043
 QW0043  NGVD 29 (??/??/92)  930.514  (m)         3052.86   (f) ADJ UNCH    1 2
 QW0043
 QW0043.Superseded values are not recommended for survey control.
 QW0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0043.See file dsdata.txt to determine how the superseded data were derived.
 QW0043
 QW0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR311918(NAD 83)
 QW0043_MARKER: P = PIPE CAP
 QW0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0043+STABILITY: SURFACE MOTION
 QW0043
 QW0043  HISTORY     - Date     Condition        Report By
 QW0043  HISTORY     - UNK      MONUMENTED       USGS
 QW0043  HISTORY     - 1957     GOOD             NGS
 QW0043
 QW0043                          STATION DESCRIPTION
 QW0043
 QW0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0043'15.15 MI E FROM HUNTLEY.
 QW0043'ABOUT 15.15 MILES EAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 QW0043'RAILROAD FROM THE STATION AT HUNTLEY, AT THE ANITA SIDING, 48 FEET
 QW0043'EAST OF THE 6TH POLE SOUTHEAST OF MILEPOST 814, 5 POLES SOUTHEAST OF
 QW0043'THE ANITA STATION SIGN, 77 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 QW0043'MAIN TRACK, 15 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, 4
 QW0043'FEET NORTHEAST OF A FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 QW0043'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 QW0043'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0029 ***********************************************************************
 RV0029  DESIGNATION -  3059
 RV0029  PID         -  RV0029
 RV0029  STATE/COUNTY-  MT/MUSSELSHELL
 RV0029  USGS QUAD   -  DELPHIA (1963)
 RV0029
 RV0029                         *CURRENT SURVEY CONTROL
 RV0029  ___________________________________________________________________
 RV0029* NAD 83(1999)-  46 30 08.92870(N)    108 13 57.13307(W)     ADJUSTED  
 RV0029* NAVD 88     -       932.817  (meters)    3060.42   (feet)  ADJUSTED  
 RV0029  ___________________________________________________________________
 RV0029  X           -  -1,376,210.731 (meters)                     COMP
 RV0029  Y           -  -4,177,771.317 (meters)                     COMP
 RV0029  Z           -   4,604,537.002 (meters)                     COMP
 RV0029  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 RV0029  ELLIP HEIGHT-         919.25  (meters)          (04/26/01) GPS OBS
 RV0029  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 RV0029  DYNAMIC HT  -         932.721 (meters)    3060.10  (feet)  COMP
 RV0029  MODELED GRAV-     980,479.0   (mgal)                       NAVD 88
 RV0029
 RV0029  HORZ ORDER  -  B
 RV0029  VERT ORDER  -  SECOND    CLASS 0
 RV0029  ELLP ORDER  -  FOURTH    CLASS I
 RV0029
 RV0029.The horizontal coordinates were established by GPS observations
 RV0029.and adjusted by the National Geodetic Survey in April 2001..
 RV0029.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RV0029.DATUM ITEM on the data sheet items page.
 RV0029
 RV0029.The orthometric height was determined by differential leveling
 RV0029.and adjusted by the National Geodetic Survey in June 1991..
 RV0029
 RV0029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RV0029
 RV0029.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0029
 RV0029.The ellipsoidal height was determined by GPS observations
 RV0029.and is referenced to NAD 83.
 RV0029
 RV0029.The geoid height was determined by GEOID03.
 RV0029
 RV0029.The dynamic height is computed by dividing the NAVD 88
 RV0029.geopotential number by the normal gravity value computed on the
 RV0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0029.degrees latitude (g = 980.6199 gals.).
 RV0029
 RV0029.The modeled gravity was interpolated from observed gravity values.
 RV0029
 RV0029;                    North         East     Units Scale Factor Converg.
 RV0029;SPC MT       -   251,089.676   697,229.822   MT  0.99943200   +0 55 37.8
 RV0029;SPC MT       -   823,785.03  2,287,499.42   iFT  0.99943200   +0 55 37.8
 RV0029;UTM  12      - 5,153,600.332   712,338.775   MT  1.00015425   +2 00 29.8
 RV0029
 RV0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0029!SPC MT       -   0.99985592  x   0.99943200  =   0.99928800
 RV0029!UTM  12      -   0.99985592  x   1.00015425  =   1.00001015
 RV0029
 RV0029                          SUPERSEDED SURVEY CONTROL
 RV0029
 RV0029  NAD 83(1992)-  46 30 08.92783(N)    108 13 57.13205(W) AD(       ) B
 RV0029  ELLIP H (09/15/95)  919.30   (m)                       GP(       ) 3 2
 RV0029  NAVD 88 (09/15/95)  932.82   (m)         3060.4    (f) LEVELING    3  
 RV0029  NGVD 29 (??/??/92)  932.105  (m)         3058.08   (f) ADJ UNCH    2 0
 RV0029
 RV0029.Superseded values are not recommended for survey control.
 RV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0029.See file dsdata.txt to determine how the superseded data were derived.
 RV0029
 RV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS1233953600(NAD 83)
 RV0029_MARKER: DB = BENCH MARK DISK
 RV0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0029_STAMPING: 3059 1916
 RV0029_MARK LOGO: USGS  
 RV0029_MAGNETIC: P = MARKER IS A STEEL PIPE
 RV0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RV0029+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1996
 RV0029
 RV0029  HISTORY     - Date     Condition        Report By
 RV0029  HISTORY     - 1916     MONUMENTED       USGS
 RV0029  HISTORY     - 19950608 GOOD             MTDOT
 RV0029  HISTORY     - 19960609 GOOD             MTDOT
 RV0029
 RV0029                          STATION DESCRIPTION
 RV0029
 RV0029'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0029'0.5 MI W FROM DELPHIA.
 RV0029'0.5 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0029'RAILROAD FROM DELPHIA, MUSSELSHELL COUNTY, 150 FEET SOUTHEAST OF
 RV0029'MILEPOST 1250, 150 FEET WEST OF THE CENTER OF THE CROSSING OF STATE
 RV0029'HIGHWAY 6, AND 60 FEET SOUTH OF THE TRACK.  A UNITED STATES GEOLOGICAL
 RV0029'SURVEY STANDARD CAP, STAMPED 3059 1916 AND RIVETED ON THE TOP OF A
 RV0029'3-1/2-INCH IRON PIPE.
 RV0029
 RV0029                          STATION RECOVERY (1995)
 RV0029
 RV0029'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RV0029'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 RV0029'FOLLOWS.  THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) EAST OF
 RV0029'ROUNDUP, 16 MI (25.7 KM) WEST OF MELSTONE, 0.5 WEST OF OLD DELPHIA AND
 RV0029'ALONG THE DELPHIA ROAD.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS
 RV0029'87 AND 12, IN NORTHEAST ROUNDUP, GO EAST ON U.S.  HIGHWAY 12 FOR 16.6
 RV0029'MI (26.7 KM) TO HIGHWAY MILE POST 186.  CONTINUE EAST FOR 0.05 TO WEST
 RV0029'MUSSELSHELL ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.15
 RV0029'MI (0.24 KM) TO THE CENTER OF A BRIDGE OVER THE MUSSELSHELL RIVER.
 RV0029'CONTINUE SOUTHERLY FOR 0.35 MI (0.56 KM) TO THE JUNCTION WITH DELPHIA
 RV0029'ROAD.  TURN RIGHT AND GO WEST ON DELPHIA ROAD FOR 0.2 MI (0.3 KM) TO
 RV0029'AN OLD GRAIN ELEVATOR ON THE LEFT.  CONTINUE WEST FOR 0.5 MI (0.8 KM)
 RV0029'TO A ROAD JUNCTION AND WHERE DELPHIA ROAD BECOMES FATTIG CREEK ROAD
 RV0029'AND THE STATION AS DESCRIBED.  THE STATION MARK IS A BENCH MARK DISK
 RV0029'AFFIXED TO A STEEL PIPE PROJECTING ABOUT 0.27 M.  (0.89 FT) IT IS 60.0
 RV0029'FT (18.3 M) NORTHWEST OF THE CENTER OF THE GRAVEL ROAD AND AT THE
 RV0029'CENTER OF A CURVE WHERE THE FATTIG CREEK ROAD GOES SOUTH, 1.6 FT (0.5
 RV0029'M) SOUTHEAST OF A DOT WITNESS POST, 1.3 FT (0.4 M) SOUTH OF A BURIED
 RV0029'CABLE SIGN AND 0.8 FT (24.4 CM) EAST OF A FENCE.
 RV0029
 RV0029                          STATION RECOVERY (1996)
 RV0029
 RV0029'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RV0029'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0306 ***********************************************************************
 TN0306  DESIGNATION -  3062
 TN0306  PID         -  TN0306
 TN0306  STATE/COUNTY-  MT/LINCOLN
 TN0306  USGS QUAD   -  BARREN PEAK (1983)
 TN0306
 TN0306                         *CURRENT SURVEY CONTROL
 TN0306  ___________________________________________________________________
 TN0306* NAD 83(1986)-  48 07 28.     (N)    115 25 40.     (W)     SCALED    
 TN0306* NAVD 88     -       934.680  (meters)    3066.53   (feet)  ADJUSTED  
 TN0306  ___________________________________________________________________
 TN0306  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0306  DYNAMIC HT  -         934.673 (meters)    3066.51  (feet)  COMP
 TN0306  MODELED GRAV-     980,573.2   (mgal)                       NAVD 88
 TN0306
 TN0306  VERT ORDER  -  SECOND    CLASS 0
 TN0306
 TN0306.The horizontal coordinates were scaled from a topographic map and have
 TN0306.an estimated accuracy of +/- 6 seconds.
 TN0306
 TN0306.The orthometric height was determined by differential leveling
 TN0306.and adjusted by the National Geodetic Survey in June 1991..
 TN0306
 TN0306.The geoid height was determined by GEOID03.
 TN0306
 TN0306.The dynamic height is computed by dividing the NAVD 88
 TN0306.geopotential number by the normal gravity value computed on the
 TN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0306.degrees latitude (g = 980.6199 gals.).
 TN0306
 TN0306.The modeled gravity was interpolated from observed gravity values.
 TN0306
 TN0306;                    North         East    Units  Estimated Accuracy
 TN0306;SPC MT       -   447,210.      159,310.      MT  (+/- 180 meters Scaled)
 TN0306
 TN0306                          SUPERSEDED SURVEY CONTROL
 TN0306
 TN0306  NGVD 29 (??/??/92)  933.726  (m)         3063.40   (f) ADJ UNCH    2 0
 TN0306
 TN0306.Superseded values are not recommended for survey control.
 TN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0306.See file dsdata.txt to determine how the superseded data were derived.
 TN0306
 TN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP169313(NAD 83)
 TN0306_MARKER: DD = SURVEY DISK
 TN0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0306_STAMPING: 3062 1936 2 - 12
 TN0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0306+STABILITY: SURFACE MOTION
 TN0306
 TN0306  HISTORY     - Date     Condition        Report By
 TN0306  HISTORY     - 1936     MONUMENTED       USDA
 TN0306  HISTORY     - 1952     GOOD             NGS
 TN0306
 TN0306                          STATION DESCRIPTION
 TN0306
 TN0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0306'19.9 MI SE FROM LIBBY.
 TN0306'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0306'STATION AT LIBBY, THENCE 19.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 2,
 TN0306'32 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 1/2 FEET
 TN0306'NORTH OF A TELEPHONE POLE, 2.7 FEET NORTHWEST OF A WITNESS POST, ABOUT
 TN0306'1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TN0306'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0422 ***********************************************************************
 SU0422  DESIGNATION -  3065
 SU0422  PID         -  SU0422
 SU0422  STATE/COUNTY-  MT/MINERAL
 SU0422  USGS QUAD   -  DE BORGIA SOUTH (1988)
 SU0422
 SU0422                         *CURRENT SURVEY CONTROL
 SU0422  ___________________________________________________________________
 SU0422* NAD 83(1986)-  47 22 01.     (N)    115 15 51.     (W)     SCALED    
 SU0422* NAVD 88     -       935.070  (meters)    3067.81   (feet)  ADJUSTED  
 SU0422  ___________________________________________________________________
 SU0422  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 SU0422  DYNAMIC HT  -         934.984 (meters)    3067.53  (feet)  COMP
 SU0422  MODELED GRAV-     980,490.5   (mgal)                       NAVD 88
 SU0422
 SU0422  VERT ORDER  -  SECOND    CLASS 0
 SU0422
 SU0422.The horizontal coordinates were scaled from a topographic map and have
 SU0422.an estimated accuracy of +/- 6 seconds.
 SU0422
 SU0422.The orthometric height was determined by differential leveling
 SU0422.and adjusted by the National Geodetic Survey in June 1991..
 SU0422
 SU0422.The geoid height was determined by GEOID03.
 SU0422
 SU0422.The dynamic height is computed by dividing the NAVD 88
 SU0422.geopotential number by the normal gravity value computed on the
 SU0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0422.degrees latitude (g = 980.6199 gals.).
 SU0422
 SU0422.The modeled gravity was interpolated from observed gravity values.
 SU0422
 SU0422;                    North         East    Units  Estimated Accuracy
 SU0422;SPC MT       -   362,350.      165,260.      MT  (+/- 180 meters Scaled)
 SU0422
 SU0422                          SUPERSEDED SURVEY CONTROL
 SU0422
 SU0422  NGVD 29 (??/??/92)  933.914  (m)         3064.02   (f) ADJ UNCH    2 0
 SU0422
 SU0422.Superseded values are not recommended for survey control.
 SU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0422.See file dsdata.txt to determine how the superseded data were derived.
 SU0422
 SU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN310474(NAD 83)
 SU0422_MARKER: DD = SURVEY DISK
 SU0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0422_SP_SET: PARAPET
 SU0422_STAMPING: 3065 1932
 SU0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0422
 SU0422  HISTORY     - Date     Condition        Report By
 SU0422  HISTORY     - 1932     MONUMENTED       BPR
 SU0422
 SU0422                          STATION DESCRIPTION
 SU0422
 SU0422'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 SU0422'4.5 MI E FROM DE BORGIA.
 SU0422'4.5 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0422'STATION AT DE BORGIA, MINERAL COUNTY, 3.6 MILES WEST OF CAMELS HUMP
 SU0422'MOUNTAIN, AT CABIN CITY, 150 FEET NORTHEAST OF THE CABIN CITY SERVICE
 SU0422'STATION AND LUNCHROOM, AT THE NORTH END OF A CONCRETE HIGHWAY BRIDGE,
 SU0422'ON THE WEST SIDE OF THE BRIDGE, AND IN THE TOP OF A CONCRETE PARAPET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0049 ***********************************************************************
 RV0049  DESIGNATION -  3080
 RV0049  PID         -  RV0049
 RV0049  STATE/COUNTY-  MT/MUSSELSHELL
 RV0049  USGS QUAD   -  GAGE NE (1979)
 RV0049
 RV0049                         *CURRENT SURVEY CONTROL
 RV0049  ___________________________________________________________________
 RV0049* NAD 83(1986)-  46 29 30.     (N)    108 17 16.     (W)     SCALED    
 RV0049* NAVD 88     -       939.422  (meters)    3082.09   (feet)  ADJUSTED  
 RV0049  ___________________________________________________________________
 RV0049  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 RV0049  DYNAMIC HT  -         939.320 (meters)    3081.75  (feet)  COMP
 RV0049  MODELED GRAV-     980,472.9   (mgal)                       NAVD 88
 RV0049
 RV0049  VERT ORDER  -  SECOND    CLASS 0
 RV0049
 RV0049.The horizontal coordinates were scaled from a topographic map and have
 RV0049.an estimated accuracy of +/- 6 seconds.
 RV0049
 RV0049.The orthometric height was determined by differential leveling
 RV0049.and adjusted by the National Geodetic Survey in June 1991..
 RV0049
 RV0049.The geoid height was determined by GEOID03.
 RV0049
 RV0049.The dynamic height is computed by dividing the NAVD 88
 RV0049.geopotential number by the normal gravity value computed on the
 RV0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0049.degrees latitude (g = 980.6199 gals.).
 RV0049
 RV0049.The modeled gravity was interpolated from observed gravity values.
 RV0049
 RV0049;                    North         East    Units  Estimated Accuracy
 RV0049;SPC MT       -   249,820.      693,010.      MT  (+/- 180 meters Scaled)
 RV0049
 RV0049                          SUPERSEDED SURVEY CONTROL
 RV0049
 RV0049  NGVD 29 (??/??/92)  938.700  (m)         3079.72   (f) ADJ UNCH    2 0
 RV0049
 RV0049.Superseded values are not recommended for survey control.
 RV0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0049.See file dsdata.txt to determine how the superseded data were derived.
 RV0049
 RV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS081522(NAD 83)
 RV0049_MARKER: DB = BENCH MARK DISK
 RV0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0049_SP_SET: ABUTMENT
 RV0049_STAMPING: 3080 1916
 RV0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0049
 RV0049  HISTORY     - Date     Condition        Report By
 RV0049  HISTORY     - 1916     MONUMENTED       USGS
 RV0049  HISTORY     - 1938     GOOD             NGS
 RV0049
 RV0049                          STATION DESCRIPTION
 RV0049
 RV0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RV0049'3.4 MI W FROM DELPHIA.
 RV0049'3.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0049'RAILROAD FROM DELPHIA, MUSSELSHELL COUNTY, 100 FEET UPSTREAM FROM
 RV0049'RAILROAD BRIDGE BB-172, AT A HIGHWAY BRIDGE OVER THE MUSSELSHELL
 RV0049'RIVER, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, AND
 RV0049'71.6 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 RV0049'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3080 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0027 ***********************************************************************
 SU0027  DESIGNATION -  3081
 SU0027  PID         -  SU0027
 SU0027  STATE/COUNTY-  MT/LAKE
 SU0027  USGS QUAD   -  LOWER CROW RESERVOIR (1964)
 SU0027
 SU0027                         *CURRENT SURVEY CONTROL
 SU0027  ___________________________________________________________________
 SU0027* NAD 83(1986)-  47 34 58.     (N)    114 08 46.     (W)     SCALED    
 SU0027* NAVD 88     -       943.241  (meters)    3094.62   (feet)  ADJUSTED  
 SU0027  ___________________________________________________________________
 SU0027  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SU0027  DYNAMIC HT  -         943.192 (meters)    3094.46  (feet)  COMP
 SU0027  MODELED GRAV-     980,528.8   (mgal)                       NAVD 88
 SU0027
 SU0027  VERT ORDER  -  FIRST     CLASS II
 SU0027
 SU0027.The horizontal coordinates were scaled from a topographic map and have
 SU0027.an estimated accuracy of +/- 6 seconds.
 SU0027
 SU0027.The orthometric height was determined by differential leveling
 SU0027.and adjusted by the National Geodetic Survey in June 1991..
 SU0027
 SU0027.The geoid height was determined by GEOID03.
 SU0027
 SU0027.The dynamic height is computed by dividing the NAVD 88
 SU0027.geopotential number by the normal gravity value computed on the
 SU0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0027.degrees latitude (g = 980.6199 gals.).
 SU0027
 SU0027.The modeled gravity was interpolated from observed gravity values.
 SU0027
 SU0027;                    North         East    Units  Estimated Accuracy
 SU0027;SPC MT       -   380,690.      250,900.      MT  (+/- 180 meters Scaled)
 SU0027
 SU0027                          SUPERSEDED SURVEY CONTROL
 SU0027
 SU0027  NGVD 29 (??/??/92)  942.151  (m)         3091.04   (f) ADJ UNCH    1 2
 SU0027
 SU0027.Superseded values are not recommended for survey control.
 SU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0027.See file dsdata.txt to determine how the superseded data were derived.
 SU0027
 SU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN145738(NAD 83)
 SU0027_MARKER: P = PIPE CAP
 SU0027_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0027_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0027_STAMPING: 3081 GN
 SU0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0027
 SU0027  HISTORY     - Date     Condition        Report By
 SU0027  HISTORY     - UNK      MONUMENTED       USGS
 SU0027  HISTORY     - 1933     GOOD             NGS
 SU0027
 SU0027                          STATION DESCRIPTION
 SU0027
 SU0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SU0027'1.0 MI S FROM PABLO.
 SU0027'1.0 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0027'PABLO, LAKE COUNTY, 0.8 MILE WEST ALONG A ROAD, AND 0.5 MILE SOUTHWEST
 SU0027'ALONG AN IRRIGATION DITCH.  AT THE SOUTHEAST CORNER OF SECTION 15, T
 SU0027'21 N, R 20 W, 840 FEET EAST OF A WEST FENCE LINE, 500 FEET SOUTHWEST
 SU0027'OF A GRANARY, 484 FEET WEST OF AN EAST FENCE LINE, AT THE SOUTHEAST
 SU0027'EDGE OF THE IRRIGATION DITCH, AND SURROUNDED BY A CULTIVATED FIELD. A
 SU0027'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3081 GN AND
 SU0027'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0205 ***********************************************************************
 TN0205  DESIGNATION -  3083
 TN0205  PID         -  TN0205
 TN0205  STATE/COUNTY-  MT/LINCOLN
 TN0205  USGS QUAD   -  EDNA MOUNTAIN (1983)
 TN0205
 TN0205                         *CURRENT SURVEY CONTROL
 TN0205  ___________________________________________________________________
 TN0205* NAD 83(1986)-  48 43 16.     (N)    114 52 50.     (W)     SCALED    
 TN0205* NAVD 88     -       937.597  (meters)    3076.10   (feet)  ADJUSTED  
 TN0205  ___________________________________________________________________
 TN0205  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 TN0205  DYNAMIC HT  -         937.628 (meters)    3076.20  (feet)  COMP
 TN0205  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 TN0205
 TN0205  VERT ORDER  -  FIRST     CLASS II
 TN0205
 TN0205.The horizontal coordinates were scaled from a topographic map and have
 TN0205.an estimated accuracy of +/- 6 seconds.
 TN0205
 TN0205.The orthometric height was determined by differential leveling
 TN0205.and adjusted by the National Geodetic Survey in June 1991..
 TN0205
 TN0205.The geoid height was determined by GEOID03.
 TN0205
 TN0205.The dynamic height is computed by dividing the NAVD 88
 TN0205.geopotential number by the normal gravity value computed on the
 TN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0205.degrees latitude (g = 980.6199 gals.).
 TN0205
 TN0205.The modeled gravity was interpolated from observed gravity values.
 TN0205
 TN0205;                    North         East    Units  Estimated Accuracy
 TN0205;SPC MT       -   510,450.      204,480.      MT  (+/- 180 meters Scaled)
 TN0205
 TN0205                          SUPERSEDED SURVEY CONTROL
 TN0205
 TN0205  NGVD 29 (??/??/92)  936.362  (m)         3072.05   (f) ADJ UNCH    1 2
 TN0205
 TN0205.Superseded values are not recommended for survey control.
 TN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0205.See file dsdata.txt to determine how the superseded data were derived.
 TN0205
 TN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP558986(NAD 83)
 TN0205_MARKER: DD = SURVEY DISK
 TN0205_SETTING: 66 = SET IN ROCK OUTCROP
 TN0205_SP_SET: ROCK OUTCROP
 TN0205_STAMPING: 3083
 TN0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0205+STABILITY: POSITION/ELEVATION WELL
 TN0205
 TN0205  HISTORY     - Date     Condition        Report By
 TN0205  HISTORY     - UNK      MONUMENTED       USGS
 TN0205  HISTORY     - 1946     GOOD             NGS
 TN0205
 TN0205                          STATION DESCRIPTION
 TN0205
 TN0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0205'3.4 MI SE FROM FORTINE.
 TN0205'3.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0205'AT FORTINE, LINCOLN COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 1257, 162
 TN0205'FEET SOUTHEAST OF TWO 10-INCH IRON PIPES USED AS CONTAINERS OF SIGNAL
 TN0205'DEVICES, AT A ROAD CROSSING, 21 FEET NORTHWEST OF THE CENTERLINE OF
 TN0205'THE ROAD, 11 FEET SOUTHWEST OF THE TRACK, AND IN THE TOP OF A ROCK
 TN0205'OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 TN0205'3083.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0090 ***********************************************************************
 SU0090  DESIGNATION -  3093
 SU0090  PID         -  SU0090
 SU0090  STATE/COUNTY-  MT/LAKE
 SU0090  USGS QUAD   -  ARLEE (1984)
 SU0090
 SU0090                         *CURRENT SURVEY CONTROL
 SU0090  ___________________________________________________________________
 SU0090* NAD 83(1986)-  47 09 28.     (N)    114 05 13.     (W)     SCALED    
 SU0090* NAVD 88     -       942.968  (meters)    3093.72   (feet)  ADJUSTED  
 SU0090  ___________________________________________________________________
 SU0090  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 SU0090  DYNAMIC HT  -         942.869 (meters)    3093.40  (feet)  COMP
 SU0090  MODELED GRAV-     980,476.8   (mgal)                       NAVD 88
 SU0090
 SU0090  VERT ORDER  -  FIRST     CLASS II
 SU0090
 SU0090.The horizontal coordinates were scaled from a topographic map and have
 SU0090.an estimated accuracy of +/- 6 seconds.
 SU0090
 SU0090.The orthometric height was determined by differential leveling
 SU0090.and adjusted by the National Geodetic Survey in June 1991..
 SU0090
 SU0090.The geoid height was determined by GEOID03.
 SU0090
 SU0090.The dynamic height is computed by dividing the NAVD 88
 SU0090.geopotential number by the normal gravity value computed on the
 SU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0090.degrees latitude (g = 980.6199 gals.).
 SU0090
 SU0090.The modeled gravity was interpolated from observed gravity values.
 SU0090
 SU0090;                    North         East    Units  Estimated Accuracy
 SU0090;SPC MT       -   333,280.      252,570.      MT  (+/- 180 meters Scaled)
 SU0090
 SU0090                          SUPERSEDED SURVEY CONTROL
 SU0090
 SU0090  NGVD 29 (??/??/92)  941.892  (m)         3090.19   (f) ADJ UNCH    1 2
 SU0090
 SU0090.Superseded values are not recommended for survey control.
 SU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0090.See file dsdata.txt to determine how the superseded data were derived.
 SU0090
 SU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN208268(NAD 83)
 SU0090_MARKER: P = PIPE CAP
 SU0090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0090_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0090_STAMPING: 3090.273
 SU0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0090
 SU0090  HISTORY     - Date     Condition        Report By
 SU0090  HISTORY     - UNK      MONUMENTED       USGS
 SU0090  HISTORY     - 1956     MARK NOT FOUND   NGS
 SU0090
 SU0090                          STATION DESCRIPTION
 SU0090
 SU0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0090'0.2 MI SE FROM ARLEE.
 SU0090'AT ARLEE, LAKE COUNTY, 0.2 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC
 SU0090'RAILWAY FROM THE STATION, 110 YARDS NORTHWEST OF A ROAD CROSSING NEAR
 SU0090'THE SECTION HOUSE, 94 FEET SOUTHWEST OF THE TRACK, 7 FEET SOUTHEAST OF
 SU0090'THE GATE IN THE RIGHT-OF-WAY FENCE, AND 3 FEET NORTHEAST OF THE FENCE.
 SU0090'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3090.273 AND
 SU0090'RIVETED ON THE TOP OF 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0556 ***********************************************************************
 TK0556  DESIGNATION -  31 REB
 TK0556  PID         -  TK0556
 TK0556  STATE/COUNTY-  MT/BLAINE
 TK0556  USGS QUAD   -  TURNER (1984)
 TK0556
 TK0556                         *CURRENT SURVEY CONTROL
 TK0556  ___________________________________________________________________
 TK0556* NAD 83(1986)-  48 45 55.     (N)    108 26 04.     (W)     SCALED    
 TK0556* NAVD 88     -       937.892  (meters)    3077.07   (feet)  POSTED    
 TK0556  ___________________________________________________________________
 TK0556  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TK0556  DYNAMIC HT  -         937.990 (meters)    3077.39  (feet)  COMP
 TK0556  MODELED GRAV-     980,686.7   (mgal)                       NAVD 88
 TK0556
 TK0556  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0556
 TK0556.The horizontal coordinates were scaled from a topographic map and have
 TK0556.an estimated accuracy of +/- 6 seconds.
 TK0556
 TK0556.The orthometric height was determined by differential leveling
 TK0556.and adjusted by the National Geodetic Survey in 1992..
 TK0556.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0556.rate of 0.0 thru 1.0 mm/km.
 TK0556
 TK0556.The geoid height was determined by GEOID03.
 TK0556
 TK0556.The dynamic height is computed by dividing the NAVD 88
 TK0556.geopotential number by the normal gravity value computed on the
 TK0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0556.degrees latitude (g = 980.6199 gals.).
 TK0556
 TK0556.The modeled gravity was interpolated from observed gravity values.
 TK0556
 TK0556;                    North         East    Units  Estimated Accuracy
 TK0556;SPC MT       -   502,300.      678,320.      MT  (+/- 180 meters Scaled)
 TK0556
 TK0556                          SUPERSEDED SURVEY CONTROL
 TK0556
 TK0556.No superseded survey control is available for this station.
 TK0556
 TK0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV885045(NAD 83)
 TK0556_MARKER: DB = BENCH MARK DISK
 TK0556_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0556_SP_SET: COPPER-CLAD STEEL ROD
 TK0556_STAMPING: 31 REB 1979
 TK0556_MARK LOGO: USGS  
 TK0556_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0556_ROD/PIPE-DEPTH: 4.27 meters
 TK0556
 TK0556  HISTORY     - Date     Condition        Report By
 TK0556  HISTORY     - 1979     MONUMENTED       USGS
 TK0556
 TK0556                          STATION DESCRIPTION
 TK0556
 TK0556'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0556'10.5 KM (6.50 MI) SOUTH FROM TURNER.
 TK0556'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0556'THENCE 6.4 MILES WEST AND SOUTH ALONG HIGHWAY 241, ACROSS THE ROAD
 TK0556'FROM A T - ROAD SOUTH AT THE EAST 1/4 CORNER OF SECTION 27, T35N,
 TK0556'R25E, 63 FEET WEST OF HIGHWAY 241, 99 FEET SOUTH OF AN ANGLE IN THE
 TK0556'FENCE, AND 1.7 FEET EAST OF THE FENCE.
 TK0556'THE MARK IS 2.6 FT  S FROM  A WITNESS POST
 TK0556'THE MARK IS 3.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1012 ***********************************************************************
 TN1012  DESIGNATION -  31 RHM
 TN1012  PID         -  TN1012
 TN1012  STATE/COUNTY-  MT/LINCOLN
 TN1012  USGS QUAD   -  RED MOUNTAIN (1983)
 TN1012
 TN1012                         *CURRENT SURVEY CONTROL
 TN1012  ___________________________________________________________________
 TN1012* NAD 83(1986)-  48 55 17.     (N)    115 20 27.     (W)     SCALED    
 TN1012* NAVD 88     -      1589.236  (meters)    5214.02   (feet)  ADJUSTED  
 TN1012  ___________________________________________________________________
 TN1012  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 TN1012  DYNAMIC HT  -        1589.223 (meters)    5213.98  (feet)  COMP
 TN1012  MODELED GRAV-     980,544.8   (mgal)                       NAVD 88
 TN1012
 TN1012  VERT ORDER  -  THIRD
 TN1012
 TN1012.The horizontal coordinates were scaled from a topographic map and have
 TN1012.an estimated accuracy of +/- 6 seconds.
 TN1012
 TN1012.The orthometric height was determined by differential leveling
 TN1012.and adjusted by the National Geodetic Survey in June 1991..
 TN1012
 TN1012.The geoid height was determined by GEOID03.
 TN1012
 TN1012.The dynamic height is computed by dividing the NAVD 88
 TN1012.geopotential number by the normal gravity value computed on the
 TN1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1012.degrees latitude (g = 980.6199 gals.).
 TN1012
 TN1012.The modeled gravity was interpolated from observed gravity values.
 TN1012
 TN1012;                    North         East    Units  Estimated Accuracy
 TN1012;SPC MT       -   535,080.      172,360.      MT  (+/- 180 meters Scaled)
 TN1012
 TN1012                          SUPERSEDED SURVEY CONTROL
 TN1012
 TN1012  NGVD 29 (??/??/92) 1587.96   (m)         5209.8    (f) COMPUTED    3 0
 TN1012
 TN1012.Superseded values are not recommended for survey control.
 TN1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1012.See file dsdata.txt to determine how the superseded data were derived.
 TN1012
 TN1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ215200(NAD 83)
 TN1012_MARKER: DB = BENCH MARK DISK
 TN1012_SETTING: 66 = SET IN ROCK OUTCROP
 TN1012_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1012_STAMPING: 31 RHM 1963
 TN1012_MARK LOGO: USGS  
 TN1012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1012+STABILITY: POSITION/ELEVATION WELL
 TN1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1012+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1012
 TN1012  HISTORY     - Date     Condition        Report By
 TN1012  HISTORY     - 1963     MONUMENTED       USGS
 TN1012
 TN1012                          STATION DESCRIPTION
 TN1012
 TN1012'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1012'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1012'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1012'12.3 MILES NORTH AND WEST ALONG ROAD 92 TO A Y-JUNCTION SOUTHWEST, IN
 TN1012'THE SOUTHWEST 1/4 CORNER OF SECTION 35/TOWNSHIP 37 NORTH/RANGE 29
 TN1012'WEST, 500 FEET SOUTH ALONG OLD LOGGING ROAD AND 17 FEET SOUTH AND 167
 TN1012'FEET EAST OF DRAIN, IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0728 ***********************************************************************
 TL0728  DESIGNATION -  31 WAC
 TL0728  PID         -  TL0728
 TL0728  STATE/COUNTY-  MT/HILL
 TL0728  USGS QUAD   -  GILDFORD NE (1969)
 TL0728
 TL0728                         *CURRENT SURVEY CONTROL
 TL0728  ___________________________________________________________________
 TL0728* NAD 83(1986)-  48 44 24.     (N)    110 17 31.     (W)     SCALED    
 TL0728* NAVD 88     -       867.079  (meters)    2844.74   (feet)  ADJUSTED  
 TL0728  ___________________________________________________________________
 TL0728  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TL0728  DYNAMIC HT  -         867.182 (meters)    2845.08  (feet)  COMP
 TL0728  MODELED GRAV-     980,699.1   (mgal)                       NAVD 88
 TL0728
 TL0728  VERT ORDER  -  THIRD
 TL0728
 TL0728.The horizontal coordinates were scaled from a topographic map and have
 TL0728.an estimated accuracy of +/- 6 seconds.
 TL0728
 TL0728.The orthometric height was determined by differential leveling
 TL0728.and adjusted by the National Geodetic Survey in June 1991..
 TL0728
 TL0728.The geoid height was determined by GEOID03.
 TL0728
 TL0728.The dynamic height is computed by dividing the NAVD 88
 TL0728.geopotential number by the normal gravity value computed on the
 TL0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0728.degrees latitude (g = 980.6199 gals.).
 TL0728
 TL0728.The modeled gravity was interpolated from observed gravity values.
 TL0728
 TL0728;                    North         East    Units  Estimated Accuracy
 TL0728;SPC MT       -   499,250.      541,760.      MT  (+/- 180 meters Scaled)
 TL0728
 TL0728                          SUPERSEDED SURVEY CONTROL
 TL0728
 TL0728  NGVD 29 (??/??/92)  866.22   (m)         2841.9    (f) COMPUTED    3 0
 TL0728
 TL0728.Superseded values are not recommended for survey control.
 TL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0728.See file dsdata.txt to determine how the superseded data were derived.
 TL0728
 TL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU520987(NAD 83)
 TL0728_MARKER: DB = BENCH MARK DISK
 TL0728_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0728_SP_SET: PREFAB CONC. POST IN EARTH
 TL0728_STAMPING: 31 WAC 1963 2842
 TL0728_MARK LOGO: USGS  
 TL0728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0728+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0728
 TL0728  HISTORY     - Date     Condition        Report By
 TL0728  HISTORY     - 1963     MONUMENTED       USGS
 TL0728
 TL0728                          STATION DESCRIPTION
 TL0728
 TL0728'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0728'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0728'THENCE 9 MILES NORTH, IN THE NORTHWEST CORNER OF SECTION 3/TOWNSHIP
 TL0728'34 NORTH/RANGE 11 EAST, 31 FEET SOUTH AND 51 FEET EAST AND 3.1 FEET
 TL0728'LOWER THAN CROSSROADS, 3 FEET EAST OF A POWER POLE, PROJECTING 0.3
 TL0728'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0300 ***********************************************************************
 RU0300  DESIGNATION -  31 WR
 RU0300  PID         -  RU0300
 RU0300  STATE/COUNTY-  MT/TREASURE
 RU0300  USGS QUAD   -  BIGHORN (1980)
 RU0300
 RU0300                         *CURRENT SURVEY CONTROL
 RU0300  ___________________________________________________________________
 RU0300* NAD 83(1986)-  46 09 47.     (N)    107 26 41.     (W)     SCALED    
 RU0300* NAVD 88     -       822.167  (meters)    2697.39   (feet)  ADJUSTED  
 RU0300  ___________________________________________________________________
 RU0300  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RU0300  DYNAMIC HT  -         822.059 (meters)    2697.04  (feet)  COMP
 RU0300  MODELED GRAV-     980,455.6   (mgal)                       NAVD 88
 RU0300
 RU0300  VERT ORDER  -  FIRST     CLASS II
 RU0300
 RU0300.The horizontal coordinates were scaled from a topographic map and have
 RU0300.an estimated accuracy of +/- 6 seconds.
 RU0300
 RU0300.The orthometric height was determined by differential leveling
 RU0300.and adjusted by the National Geodetic Survey in June 1991..
 RU0300
 RU0300.The geoid height was determined by GEOID03.
 RU0300
 RU0300.The dynamic height is computed by dividing the NAVD 88
 RU0300.geopotential number by the normal gravity value computed on the
 RU0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0300.degrees latitude (g = 980.6199 gals.).
 RU0300
 RU0300.The modeled gravity was interpolated from observed gravity values.
 RU0300
 RU0300;                    North         East    Units  Estimated Accuracy
 RU0300;SPC MT       -   214,680.      758,640.      MT  (+/- 180 meters Scaled)
 RU0300
 RU0300                          SUPERSEDED SURVEY CONTROL
 RU0300
 RU0300  NGVD 29 (??/??/92)  821.512  (m)         2695.24   (f) ADJ UNCH    1 2
 RU0300
 RU0300.Superseded values are not recommended for survey control.
 RU0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0300.See file dsdata.txt to determine how the superseded data were derived.
 RU0300
 RU0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM112150(NAD 83)
 RU0300_MARKER: DD = SURVEY DISK
 RU0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0300_STAMPING: 31 WR 2695 1957
 RU0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0300+STABILITY: SURFACE MOTION
 RU0300
 RU0300  HISTORY     - Date     Condition        Report By
 RU0300  HISTORY     - 1957     MONUMENTED       USGS
 RU0300  HISTORY     - 1960     GOOD             NGS
 RU0300
 RU0300                          STATION DESCRIPTION
 RU0300
 RU0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0300'6.1 MI NE FROM CUSTER.
 RU0300'ABOUT 6.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0300'STATION AT CUSTER, IN SECTION 26, T 5 N, R 34 E, 11 RAILS SOUTHWEST OF
 RU0300'MILEPOST 166, 402 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 194 FEET
 RU0300'SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 10 AND 12, 97 FEET NORTH
 RU0300'OF THE NORTH CORNER OF THE BIG HORN SCHOOLHOUSE, 118 1/2 FEET SOUTH
 RU0300'AND ACROSS A DIRT ROAD FROM A POWER POLE, 37 FEET SOUTHWEST OF THE
 RU0300'CENTER LINE OF A DIRT ROAD, 21 FEET NORTHEAST OF THE SCHOOLYARD FENCE
 RU0300'CORNER, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, AND IN THE TOP OF A
 RU0300'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0721 ***********************************************************************
 TJ0721  DESIGNATION -  31 WR
 TJ0721  PID         -  TJ0721
 TJ0721  STATE/COUNTY-  MT/VALLEY
 TJ0721  USGS QUAD   -  COULTER COULEE (1984)
 TJ0721
 TJ0721                         *CURRENT SURVEY CONTROL
 TJ0721  ___________________________________________________________________
 TJ0721* NAD 83(1986)-  48 45 24.     (N)    107 08 25.     (W)     SCALED    
 TJ0721* NAVD 88     -       776.154  (meters)    2546.43   (feet)  POSTED    
 TJ0721  ___________________________________________________________________
 TJ0721  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TJ0721  DYNAMIC HT  -         776.260 (meters)    2546.78  (feet)  COMP
 TJ0721  MODELED GRAV-     980,726.7   (mgal)                       NAVD 88
 TJ0721
 TJ0721  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0721
 TJ0721.The horizontal coordinates were scaled from a topographic map and have
 TJ0721.an estimated accuracy of +/- 6 seconds.
 TJ0721
 TJ0721.The orthometric height was determined by differential leveling
 TJ0721.and adjusted by the National Geodetic Survey in 1992..
 TJ0721.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0721.rate of 0.0 thru 1.0 mm/km.
 TJ0721
 TJ0721.The geoid height was determined by GEOID03.
 TJ0721
 TJ0721.The dynamic height is computed by dividing the NAVD 88
 TJ0721.geopotential number by the normal gravity value computed on the
 TJ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0721.degrees latitude (g = 980.6199 gals.).
 TJ0721
 TJ0721.The modeled gravity was interpolated from observed gravity values.
 TJ0721
 TJ0721;                    North         East    Units  Estimated Accuracy
 TJ0721;SPC MT       -   503,420.      773,450.      MT  (+/- 180 meters Scaled)
 TJ0721
 TJ0721                          SUPERSEDED SURVEY CONTROL
 TJ0721
 TJ0721  NGVD 29 (??/??/92)  775.46   (m)         2544.2    (f) COMPUTED    3 0
 TJ0721
 TJ0721.Superseded values are not recommended for survey control.
 TJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0721.See file dsdata.txt to determine how the superseded data were derived.
 TJ0721
 TJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ426026(NAD 83)
 TJ0721_MARKER: DB = BENCH MARK DISK
 TJ0721_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0721_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0721_STAMPING: 31 WR 2544 1968
 TJ0721_MARK LOGO: USGS  
 TJ0721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0721+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0721
 TJ0721  HISTORY     - Date     Condition        Report By
 TJ0721  HISTORY     - 1968     MONUMENTED       USGS
 TJ0721
 TJ0721                          STATION DESCRIPTION
 TJ0721
 TJ0721'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0721'FROM WHITEWATER, MONTANA, PROCEED 18.8 MILES SOUTH AND EAST TO A
 TJ0721'Y-ROAD, THENCE 4.0 MILES SOUTH ALONG ROAD TO FRENCHMAN RESERVOIR
 TJ0721'SPILLWAY, THENCE 4.2 MILES EAST TO CROSSROADS, THENCE 3.0 MILES NORTH
 TJ0721'TO CROSSROADS, THENCE 1.0 MILE EAST, CORNER SECTION
 TJ0721'27-28-33-34/TOWNSHIP 35 NORTH, 0.5 MILE SOUTH AND 1.0 MILE WEST OF
 TJ0721'SNAKE CREEK SCHOOL HOUSE, 50 FEET NORTH AND 25 FEET EAST AND 27 FEET
 TJ0721'LOWER THAN THE CENTERLINE OF THE ROAD AT A ROAD WEST, 10 FEET NORTH
 TJ0721'OF A FENCE, PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0053 ***********************************************************************
 RV0053  DESIGNATION -  3127
 RV0053  PID         -  RV0053
 RV0053  STATE/COUNTY-  MT/MUSSELSHELL
 RV0053  USGS QUAD   -  GAGE (1979)
 RV0053
 RV0053                         *CURRENT SURVEY CONTROL
 RV0053  ___________________________________________________________________
 RV0053* NAD 83(1986)-  46 28 33.     (N)    108 24 00.     (W)     SCALED    
 RV0053* NAVD 88     -       953.847  (meters)    3129.41   (feet)  ADJUSTED  
 RV0053  ___________________________________________________________________
 RV0053  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 RV0053  DYNAMIC HT  -         953.737 (meters)    3129.05  (feet)  COMP
 RV0053  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 RV0053
 RV0053  VERT ORDER  -  SECOND    CLASS 0
 RV0053
 RV0053.The horizontal coordinates were scaled from a topographic map and have
 RV0053.an estimated accuracy of +/- 6 seconds.
 RV0053
 RV0053.The orthometric height was determined by differential leveling
 RV0053.and adjusted by the National Geodetic Survey in June 1991..
 RV0053
 RV0053.The geoid height was determined by GEOID03.
 RV0053
 RV0053.The dynamic height is computed by dividing the NAVD 88
 RV0053.geopotential number by the normal gravity value computed on the
 RV0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0053.degrees latitude (g = 980.6199 gals.).
 RV0053
 RV0053.The modeled gravity was interpolated from observed gravity values.
 RV0053
 RV0053;                    North         East    Units  Estimated Accuracy
 RV0053;SPC MT       -   247,940.      684,430.      MT  (+/- 180 meters Scaled)
 RV0053
 RV0053                          SUPERSEDED SURVEY CONTROL
 RV0053
 RV0053  NGVD 29 (??/??/92)  953.113  (m)         3127.00   (f) ADJ UNCH    2 0
 RV0053
 RV0053.Superseded values are not recommended for survey control.
 RV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0053.See file dsdata.txt to determine how the superseded data were derived.
 RV0053
 RV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS995502(NAD 83)
 RV0053_MARKER: DB = BENCH MARK DISK
 RV0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0053_SP_SET: SYPHON
 RV0053_STAMPING: 3127 1916
 RV0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0053
 RV0053  HISTORY     - Date     Condition        Report By
 RV0053  HISTORY     - 1916     MONUMENTED       USGS
 RV0053
 RV0053                          STATION DESCRIPTION
 RV0053
 RV0053'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0053'0.3 MI W FROM GAGE.
 RV0053'0.3 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0053'RAILROAD FROM GAGE, MUSSELSHELL COUNTY, AT CONCRETE SYPHON 341, AND IN
 RV0053'THE TOP OF THE NORTH END.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RV0053'DISK, STAMPED 3127 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0104 ***********************************************************************
 TN0104  DESIGNATION -  3127 RESET
 TN0104  PID         -  TN0104
 TN0104  STATE/COUNTY-  MT/FLATHEAD
 TN0104  USGS QUAD   -  HUNGRY HORSE (1994)
 TN0104
 TN0104                         *CURRENT SURVEY CONTROL
 TN0104  ___________________________________________________________________
 TN0104* NAD 83(1986)-  48 24 36.     (N)    114 03 04.     (W)     SCALED    
 TN0104* NAVD 88     -       957.019  (meters)    3139.82   (feet)  ADJUSTED  
 TN0104  ___________________________________________________________________
 TN0104  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 TN0104  DYNAMIC HT  -         957.012 (meters)    3139.80  (feet)  COMP
 TN0104  MODELED GRAV-     980,572.6   (mgal)                       NAVD 88
 TN0104
 TN0104  VERT ORDER  -  FIRST     CLASS II
 TN0104
 TN0104.The horizontal coordinates were scaled from a topographic map and have
 TN0104.an estimated accuracy of +/- 6 seconds.
 TN0104
 TN0104.The orthometric height was determined by differential leveling
 TN0104.and adjusted by the National Geodetic Survey in June 1991..
 TN0104
 TN0104.The geoid height was determined by GEOID03.
 TN0104
 TN0104.The dynamic height is computed by dividing the NAVD 88
 TN0104.geopotential number by the normal gravity value computed on the
 TN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0104.degrees latitude (g = 980.6199 gals.).
 TN0104
 TN0104.The modeled gravity was interpolated from observed gravity values.
 TN0104
 TN0104;                    North         East    Units  Estimated Accuracy
 TN0104;SPC MT       -   472,050.      263,370.      MT  (+/- 180 meters Scaled)
 TN0104
 TN0104                          SUPERSEDED SURVEY CONTROL
 TN0104
 TN0104  NGVD 29 (??/??/??)  955.86   (m)         3136.0    (f) RESET       3  
 TN0104
 TN0104.Superseded values are not recommended for survey control.
 TN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0104.See file dsdata.txt to determine how the superseded data were derived.
 TN0104
 TN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP182660(NAD 83)
 TN0104_MARKER: DB = BENCH MARK DISK
 TN0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0104_SP_SET: PIER
 TN0104_STAMPING: 3127 RESET 1950
 TN0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0104
 TN0104  HISTORY     - Date     Condition        Report By
 TN0104  HISTORY     - 1950     MONUMENTED       GNRR
 TN0104  HISTORY     - 1951     GOOD             NGS
 TN0104  HISTORY     - 1979     GOOD             NGS
 TN0104
 TN0104                          STATION DESCRIPTION
 TN0104
 TN0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TN0104'0.5 MI SW FROM CITADEL.
 TN0104'0.5 MILE SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0104'AT CITADEL (CORAM POST OFFICE), FLATHEAD COUNTY, 325 YARDS EAST OF
 TN0104'MILEPOST 1205, AT BRIDGE 1204.8 OVER FLATHEAD RIVER, IN THE TOP OF THE
 TN0104'FIRST PIER WEST OF THE EAST ABUTMENT, AND SOUTH OF THE TRACK.  A
 TN0104'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3127 RESET
 TN0104'1950.
 TN0104
 TN0104                          STATION RECOVERY (1979)
 TN0104
 TN0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0104'NOTE--THIS MARK MAY ALSO BE REACHED BY GOING 7.15 MILES NORTHEAST
 TN0104'ALONG U. S. HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 40 AT
 TN0104'COLUMBIA FALLS TO A GRAVEL ROAD LEADING WEST, THENCE 0.15 MILE WEST
 TN0104'TO THE RAILROAD TRACKS AND BRIDGE 1204.8, MARK IS 5 FEET SOUTH AND
 TN0104'8.5 FEET BELOW THE SOUTH RAIL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0050 ***********************************************************************
 RY0050  DESIGNATION -  3143
 RY0050  PID         -  RY0050
 RY0050  STATE/COUNTY-  MT/MISSOULA
 RY0050  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0050
 RY0050                         *CURRENT SURVEY CONTROL
 RY0050  ___________________________________________________________________
 RY0050* NAD 83(1986)-  46 46 59.     (N)    114 05 41.     (W)     SCALED    
 RY0050* NAVD 88     -       958.519  (meters)    3144.74   (feet)  ADJUSTED  
 RY0050  ___________________________________________________________________
 RY0050  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 RY0050  DYNAMIC HT  -         958.366 (meters)    3144.24  (feet)  COMP
 RY0050  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 RY0050
 RY0050  VERT ORDER  -  FIRST     CLASS II
 RY0050
 RY0050.The horizontal coordinates were scaled from a topographic map and have
 RY0050.an estimated accuracy of +/- 6 seconds.
 RY0050
 RY0050.The orthometric height was determined by differential leveling
 RY0050.and adjusted by the National Geodetic Survey in June 1991..
 RY0050.WARNING-Repeat measurements at this control monument indicate possible
 RY0050.vertical movement.
 RY0050
 RY0050.The geoid height was determined by GEOID03.
 RY0050
 RY0050.The dynamic height is computed by dividing the NAVD 88
 RY0050.geopotential number by the normal gravity value computed on the
 RY0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0050.degrees latitude (g = 980.6199 gals.).
 RY0050
 RY0050.The modeled gravity was interpolated from observed gravity values.
 RY0050
 RY0050;                    North         East    Units  Estimated Accuracy
 RY0050;SPC MT       -   291,760.      249,540.      MT  (+/- 180 meters Scaled)
 RY0050
 RY0050                          SUPERSEDED SURVEY CONTROL
 RY0050
 RY0050.No superseded survey control is available for this station.
 RY0050
 RY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM217851(NAD 83)
 RY0050_MARKER: P = PIPE CAP
 RY0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0050_STAMPING: 3141.342
 RY0050_MARK LOGO: USGS  
 RY0050_PROJECTION: PROJECTING 42 CENTIMETERS
 RY0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0050
 RY0050  HISTORY     - Date     Condition        Report By
 RY0050  HISTORY     - UNK      MONUMENTED       USGS
 RY0050  HISTORY     - 1957     GOOD             NGS
 RY0050  HISTORY     - 1980     GOOD             NGS
 RY0050  HISTORY     - 1981     GOOD             NGS
 RY0050
 RY0050                          STATION DESCRIPTION
 RY0050
 RY0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RY0050'9.6 MI S FROM MISSOULA.
 RY0050'9.6 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0050'MISSOULA, 105 FEET SOUTHWEST OF MILEPOST 9, AT THE CROSSING OF AN
 RY0050'ABANDONED ROAD, 90 FEET NORTH OF THE ROAD, 42 FEET WEST OF THE
 RY0050'CENTERLINE OF THE TRACK, AT THE SOUTH END OF A CURVE TO THE NORTHWEST,
 RY0050'30 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 93, 2 FEET WEST OF THE
 RY0050'WIRE RIGHT-OF-WAY FENCE, AND 7 FEET SOUTH OF A TELEPHONE POLE. A
 RY0050'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3141.342 AND
 RY0050'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE, 8 INCHES ABOVE GROUND.
 RY0050
 RY0050                          STATION RECOVERY (1980)
 RY0050
 RY0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0050'3.4 KILOMETERS (2.1 MILES) NORTH ALONG U.S. HIGHWAY 93 FROM THE T
 RY0050'JUNCTION OF U.S. HIGHWAY 12 IN LOLO, 0.8 KILOMETER (0.5 MILE)
 RY0050'SOUTHEAST OF HIGHWAY MILEPOST 86, 0.25 KILOMETER (0.15 MILE) SOUTHWEST
 RY0050'OF THE T JUNCTION OF BIRD LANE LEADING SOUTHWEST, SET AT A DIRT ROAD
 RY0050'CROSSING THE BURLINGTON NORTHERN RAILWAY TRACKS, 32.0 METERS (105
 RY0050'FEET) SOUTHWEST OF RAILWAY MILEPOST 9, 30.0 METERS (98.4 FEET)
 RY0050'NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 17.6 METERS (58.0 FEET)
 RY0050'NORTHEAST OF THE CENTERLINE OF THE NORTH-BOUND LANES OF THE HIGHWAY,
 RY0050'14.8 METERS (48.5 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS,
 RY0050'19.0 METERS (64.4 FEET) NORTH OF THE TOP CENTER OF THE NORTHEAST END
 RY0050'OF A 120-CENTIMETER (48-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE
 RY0050'HIGHWAY, 2.4 METERS (7.8 FEET) SOUTHEAST OF THE FIRST TELEPHONE CABLE
 RY0050'POLE NORTHWEST OF THE DIRT ROAD.
 RY0050'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RY0050'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RY0050
 RY0050                          STATION RECOVERY (1981)
 RY0050
 RY0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RY0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0233 ***********************************************************************
 QV0233  DESIGNATION -  3144
 QV0233  PID         -  QV0233
 QV0233  STATE/COUNTY-  MT/BIG HORN
 QV0233  USGS QUAD   -  CORINTH (1980)
 QV0233
 QV0233                         *CURRENT SURVEY CONTROL
 QV0233  ___________________________________________________________________
 QV0233* NAD 83(1986)-  45 51 19.     (N)    107 57 30.     (W)     SCALED    
 QV0233* NAVD 88     -       941.013  (meters)    3087.31   (feet)  ADJUSTED  
 QV0233  ___________________________________________________________________
 QV0233  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 QV0233  DYNAMIC HT  -         940.826 (meters)    3086.69  (feet)  COMP
 QV0233  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 QV0233
 QV0233  VERT ORDER  -  FIRST     CLASS II
 QV0233
 QV0233.The horizontal coordinates were scaled from a topographic map and have
 QV0233.an estimated accuracy of +/- 6 seconds.
 QV0233
 QV0233.The orthometric height was determined by differential leveling
 QV0233.and adjusted by the National Geodetic Survey in June 1991..
 QV0233
 QV0233.The geoid height was determined by GEOID03.
 QV0233
 QV0233.The dynamic height is computed by dividing the NAVD 88
 QV0233.geopotential number by the normal gravity value computed on the
 QV0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0233.degrees latitude (g = 980.6199 gals.).
 QV0233
 QV0233.The modeled gravity was interpolated from observed gravity values.
 QV0233
 QV0233;                    North         East    Units  Estimated Accuracy
 QV0233;SPC MT       -   179,580.      719,680.      MT  (+/- 180 meters Scaled)
 QV0233
 QV0233                          SUPERSEDED SURVEY CONTROL
 QV0233
 QV0233  NGVD 29 (??/??/92)  940.281  (m)         3084.91   (f) ADJ UNCH    1 2
 QV0233
 QV0233.Superseded values are not recommended for survey control.
 QV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0233.See file dsdata.txt to determine how the superseded data were derived.
 QV0233
 QV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL703822(NAD 83)
 QV0233_MARKER: P = PIPE CAP
 QV0233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QV0233_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QV0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0233
 QV0233  HISTORY     - Date     Condition        Report By
 QV0233  HISTORY     - UNK      MONUMENTED       USGS
 QV0233  HISTORY     - 1957     GOOD             NGS
 QV0233
 QV0233                          STATION DESCRIPTION
 QV0233
 QV0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0233'21.8 MI E FROM HUNTLEY.
 QV0233'ABOUT 21.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0233'RAILROAD FROM THE STATION AT HUNTLEY, 167 FEET SOUTH OF THE CENTER OF
 QV0233'A ROAD CROSSING, 149 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 QV0233'103 FEET WEST-SOUTHWEST OF THE NEAR RAIL, 183 FEET SOUTHEAST AND
 QV0233'ACROSS THE ROAD FROM A POWER POLE, 112 FEET EAST-SOUTHEAST OF A
 QV0233'24-INCH COTTONWOOD, 110 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 QV0233'A VACANT HOUSE, 19 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A
 QV0233'WITNESS POST, A CAP ON THE TOP OF AN IRON PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0055 ***********************************************************************
 RV0055  DESIGNATION -  3150
 RV0055  PID         -  RV0055
 RV0055  STATE/COUNTY-  MT/MUSSELSHELL
 RV0055  USGS QUAD   -  GAGE (1979)
 RV0055
 RV0055                         *CURRENT SURVEY CONTROL
 RV0055  ___________________________________________________________________
 RV0055* NAD 83(1986)-  46 27 50.     (N)    108 27 56.     (W)     SCALED    
 RV0055* NAVD 88     -       960.643  (meters)    3151.71   (feet)  ADJUSTED  
 RV0055  ___________________________________________________________________
 RV0055  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 RV0055  DYNAMIC HT  -         960.522 (meters)    3151.31  (feet)  COMP
 RV0055  MODELED GRAV-     980,455.9   (mgal)                       NAVD 88
 RV0055
 RV0055  VERT ORDER  -  SECOND    CLASS 0
 RV0055
 RV0055.The horizontal coordinates were scaled from a topographic map and have
 RV0055.an estimated accuracy of +/- 6 seconds.
 RV0055
 RV0055.The orthometric height was determined by differential leveling
 RV0055.and adjusted by the National Geodetic Survey in June 1991..
 RV0055
 RV0055.The geoid height was determined by GEOID03.
 RV0055
 RV0055.The dynamic height is computed by dividing the NAVD 88
 RV0055.geopotential number by the normal gravity value computed on the
 RV0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0055.degrees latitude (g = 980.6199 gals.).
 RV0055
 RV0055.The modeled gravity was interpolated from observed gravity values.
 RV0055
 RV0055;                    North         East    Units  Estimated Accuracy
 RV0055;SPC MT       -   246,540.      679,410.      MT  (+/- 180 meters Scaled)
 RV0055
 RV0055                          SUPERSEDED SURVEY CONTROL
 RV0055
 RV0055  NGVD 29 (??/??/92)  959.893  (m)         3149.25   (f) ADJ UNCH    2 0
 RV0055
 RV0055.Superseded values are not recommended for survey control.
 RV0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0055.See file dsdata.txt to determine how the superseded data were derived.
 RV0055
 RV0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS945487(NAD 83)
 RV0055_MARKER: DD = SURVEY DISK
 RV0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0055_SP_SET: CULVERT
 RV0055_STAMPING: 3150 1916
 RV0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0055
 RV0055  HISTORY     - Date     Condition        Report By
 RV0055  HISTORY     - 1916     MONUMENTED       USGS
 RV0055
 RV0055                          STATION DESCRIPTION
 RV0055
 RV0055'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0055'3.7 MI E FROM ROUNDUP.
 RV0055'3.7 EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 RV0055'FROM THE STATION AT ROUNDUP, MUSSELSHELL COUNTY, 0.3 MILE WEST OF A
 RV0055'GROUP OF LOG CABINS, AT CONCRETE CULVERT 349, AND IN THE TOP OF THE
 RV0055'NORTH CONCRETE HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RV0055'DISK, STAMPED 3150 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0054 ***********************************************************************
 RY0054  DESIGNATION -  3172
 RY0054  PID         -  RY0054
 RY0054  STATE/COUNTY-  MT/MISSOULA
 RY0054  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0054
 RY0054                         *CURRENT SURVEY CONTROL
 RY0054  ___________________________________________________________________
 RY0054* NAD 83(1986)-  46 50 34.     (N)    114 02 01.     (W)     SCALED    
 RY0054* NAVD 88     -       967.299  (meters)    3173.55   (feet)  ADJUSTED  
 RY0054  ___________________________________________________________________
 RY0054  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 RY0054  DYNAMIC HT  -         967.151 (meters)    3173.06  (feet)  COMP
 RY0054  MODELED GRAV-     980,429.5   (mgal)                       NAVD 88
 RY0054
 RY0054  VERT ORDER  -  FIRST     CLASS II
 RY0054
 RY0054.The horizontal coordinates were scaled from a topographic map and have
 RY0054.an estimated accuracy of +/- 6 seconds.
 RY0054
 RY0054.The orthometric height was determined by differential leveling
 RY0054.and adjusted by the National Geodetic Survey in June 1991..
 RY0054
 RY0054.The geoid height was determined by GEOID03.
 RY0054
 RY0054.The dynamic height is computed by dividing the NAVD 88
 RY0054.geopotential number by the normal gravity value computed on the
 RY0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0054.degrees latitude (g = 980.6199 gals.).
 RY0054
 RY0054.The modeled gravity was interpolated from observed gravity values.
 RY0054
 RY0054;                    North         East    Units  Estimated Accuracy
 RY0054;SPC MT       -   298,110.      254,580.      MT  (+/- 180 meters Scaled)
 RY0054
 RY0054                          SUPERSEDED SURVEY CONTROL
 RY0054
 RY0054.No superseded survey control is available for this station.
 RY0054
 RY0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM261919(NAD 83)
 RY0054_MARKER: P = PIPE CAP
 RY0054_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0054_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0054_STAMPING: 3170.125 MSIA
 RY0054_MARK LOGO: USGS  
 RY0054_PROJECTION: PROJECTING 24 CENTIMETERS
 RY0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0054
 RY0054  HISTORY     - Date     Condition        Report By
 RY0054  HISTORY     - UNK      MONUMENTED       USGS
 RY0054  HISTORY     - 1944     GOOD             NGS
 RY0054  HISTORY     - 1980     GOOD             NGS
 RY0054  HISTORY     - 1981     GOOD             NGS
 RY0054
 RY0054                          STATION DESCRIPTION
 RY0054
 RY0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RY0054'3.1 MI SW FROM MISSOULA.
 RY0054'3.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RY0054'STATION AT MISSOULA, 0.1 MILE SOUTHWEST OF MILEPOST 3, 25 FEET
 RY0054'SOUTH-SOUTHWEST OF THE THIRD POLE SOUTHWEST OF THE MILEPOST, AT A
 RY0054'PRIVATE-ROAD CROSSING, 34.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 RY0054'THE TRACK, 18 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 2.5
 RY0054'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES
 RY0054'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3170.125 MSIA AND RIVETED ON
 RY0054'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE GROUND.
 RY0054
 RY0054                          STATION RECOVERY (1980)
 RY0054
 RY0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0054'6.0 KILOMETERS (3.75 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 RY0054'RAILWAY FROM THE STATION IN MISSOULA, 0.2 KILOMETER (0.1 MILE)
 RY0054'SOUTHWEST OF RAILWAY MILEPOST 3, 12 RAILS SOUTHWEST OF THE SOUTHWEST
 RY0054'JUNCTION OF A SHORT SIDING, 10.5 METERS (34.5 FEET) NORTHWEST OF
 RY0054'THE NORTHWEST RAIL OF THE TRACKS, 7.0 METERS (23.0 FEET) SOUTHWEST
 RY0054'OF THE THIRD TELEGRAPH POLE SOUTHWEST OF THE MILEPOST, 0.6 METER
 RY0054'(2.0 FEET) SOUTHWEST OF A MISSOULA COUNTY SURVEY WITNESS POST, 0.6
 RY0054'METER (2.0 FEET) NORTHEAST OF A MISSOULA COUNTY SURVEY WITNESS POST.
 RY0054
 RY0054                          STATION RECOVERY (1981)
 RY0054
 RY0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RY0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0208 ***********************************************************************
 TN0208  DESIGNATION -  3175
 TN0208  PID         -  TN0208
 TN0208  STATE/COUNTY-  MT/LINCOLN
 TN0208  USGS QUAD   -  STRYKER (1983)
 TN0208
 TN0208                         *CURRENT SURVEY CONTROL
 TN0208  ___________________________________________________________________
 TN0208* NAD 83(1986)-  48 41 56.     (N)    114 50 38.     (W)     SCALED    
 TN0208* NAVD 88     -       965.553  (meters)    3167.82   (feet)  ADJUSTED  
 TN0208  ___________________________________________________________________
 TN0208  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 TN0208  DYNAMIC HT  -         965.580 (meters)    3167.91  (feet)  COMP
 TN0208  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 TN0208
 TN0208  VERT ORDER  -  FIRST     CLASS II
 TN0208
 TN0208.The horizontal coordinates were scaled from a topographic map and have
 TN0208.an estimated accuracy of +/- 6 seconds.
 TN0208
 TN0208.The orthometric height was determined by differential leveling
 TN0208.and adjusted by the National Geodetic Survey in June 1991..
 TN0208.WARNING-Repeat measurements at this control monument indicate possible
 TN0208.vertical movement.
 TN0208
 TN0208.The geoid height was determined by GEOID03.
 TN0208
 TN0208.The dynamic height is computed by dividing the NAVD 88
 TN0208.geopotential number by the normal gravity value computed on the
 TN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0208.degrees latitude (g = 980.6199 gals.).
 TN0208
 TN0208.The modeled gravity was interpolated from observed gravity values.
 TN0208
 TN0208;                    North         East    Units  Estimated Accuracy
 TN0208;SPC MT       -   507,800.      207,000.      MT  (+/- 180 meters Scaled)
 TN0208
 TN0208                          SUPERSEDED SURVEY CONTROL
 TN0208
 TN0208  NGVD 29 (??/??/92)  964.303  (m)         3163.72   (f) ADJ UNCH    1 2
 TN0208
 TN0208.Superseded values are not recommended for survey control.
 TN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0208.See file dsdata.txt to determine how the superseded data were derived.
 TN0208
 TN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP586962(NAD 83)
 TN0208_MARKER: P = PIPE CAP
 TN0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0208_STAMPING: 3175
 TN0208_PROJECTION: PROJECTING 41 CENTIMETERS
 TN0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0208
 TN0208  HISTORY     - Date     Condition        Report By
 TN0208  HISTORY     - UNK      MONUMENTED       USGS
 TN0208  HISTORY     - 1946     GOOD             NGS
 TN0208  HISTORY     - 1979     GOOD             NGS
 TN0208
 TN0208                          STATION DESCRIPTION
 TN0208
 TN0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0208'6.0 MI SE FROM FORTINE.
 TN0208'6.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0208'AT FORTINE, LINCOLN COUNTY, 180 FEET NORTHEAST OF MILEPOST 1254, AT A
 TN0208'GRADED-ROAD CROSSING, 120 FEET NORTH OF THE NORTH RAIL, 15.8 FEET EAST
 TN0208'OF THE CENTERLINE OF THE ROAD, 46.3 FEET NORTH OF A 24-INCH PINE TREE,
 TN0208'AND LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TN0208'CAP, STAMPED 3175 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 TN0208'PROJECTING 1.3 FEET ABOVE GROUND.
 TN0208
 TN0208                          STATION RECOVERY (1979)
 TN0208
 TN0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0208'16.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0208'EUREKA, THENCE 2.1 MILES SOUTHWEST ALONG A PAVED ROAD LEADING TO
 TN0208'TREGO, THENCE 1.4 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN
 TN0208'RAILROAD, 180 FEET EAST OF RAILROAD MILE POST 1254, 120 FEET NORTH
 TN0208'OF THE NORTH RAIL OF THE TRACKS, 22 FEET SOUTHWEST OF A THE MOST
 TN0208'WESTERLY OF TWO 24-INCH PINE TREES, AND 16 FEET EAST OF THE
 TN0208'CENTERLINE OF CRIPPLE CREEK ROAD.
 TN0208'THE MARK IS 3 FT  W FROM A WITNESS POST.
 TN0208'THE MARK IS 1 FT ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0593 ***********************************************************************
 TK0593  DESIGNATION -  318
 TK0593  PID         -  TK0593
 TK0593  STATE/COUNTY-  MT/BLAINE
 TK0593  USGS QUAD   -  
 TK0593
 TK0593                         *CURRENT SURVEY CONTROL
 TK0593  ___________________________________________________________________
 TK0593* NAD 83(1992)-  49 00 00.38650(N)    109 16 42.04393(W)     ADJUSTED  
 TK0593* NAVD 88     -       888.     (meters)    2913.     (feet)  SCALED    
 TK0593  ___________________________________________________________________
 TK0593  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 TK0593  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TK0593
 TK0593  HORZ ORDER  -  THIRD
 TK0593
 TK0593.The horizontal coordinates were established by classical geodetic methods
 TK0593.and adjusted by the National Geodetic Survey in July 1992..
 TK0593
 TK0593.The orthometric height was scaled from a topographic map.
 TK0593
 TK0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0593
 TK0593.The geoid height was determined by GEOID03.
 TK0593
 TK0593;                    North         East     Units Scale Factor Converg.
 TK0593;SPC MT       -   527,902.443   616,218.799   MT  1.00000007   +0 09 43.7
 TK0593;SPC MT       - 1,731,963.40  2,021,715.22   iFT  1.00000007   +0 09 43.7
 TK0593;UTM  12      - 5,428,895.758   625,923.267   MT  0.99979480   +1 17 58.3
 TK0593
 TK0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0593!SPC MT       -   0.99986340  x   1.00000007  =   0.99986347
 TK0593!UTM  12      -   0.99986340  x   0.99979480  =   0.99965823
 TK0593
 TK0593:                Primary Azimuth Mark                     Grid Az
 TK0593:SPC MT       -  FORKS                                    196 06 22.3
 TK0593:UTM  12      -  FORKS                                    194 58 07.7
 TK0593
 TK0593|---------------------------------------------------------------------|
 TK0593| PID    Reference Object                     Distance      Geod. Az  |
 TK0593|                                                           dddmmss.s |
 TK0593| TK0462 FORKS                               APPROX.20.9 KM 1961606.0 |
 TK0593|---------------------------------------------------------------------|
 TK0593
 TK0593                          SUPERSEDED SURVEY CONTROL
 TK0593
 TK0593  NAD 83(1986)-  49 00 00.39002(N)    109 16 42.04821(W) AD(       ) 3
 TK0593
 TK0593.Superseded values are not recommended for survey control.
 TK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0593.See file dsdata.txt to determine how the superseded data were derived.
 TK0593
 TK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV2592328896(NAD 83)
 TK0593_MARKER: Z = SEE DESCRIPTION
 TK0593_SETTING: 0 = UNSPECIFIED SETTING
 TK0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0593
 TK0593  HISTORY     - Date     Condition        Report By
 TK0593  HISTORY     - 1909     MONUMENTED       IBC
 TK0593
 TK0593                          STATION DESCRIPTION
 TK0593
 TK0593'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0593'NEAR THE NORTH BOUNDARY OF NORTHEAST 1/4 SECTION 6, TOWNSHIP 37
 TK0593'NORTH, RANGE 19 EAST, PRINCIPAL MERIDIAN, ABOUT 2.7 METERS SOUTH OF
 TK0593'INTERNATIONAL BOUNDARY MONUMENT 418.
 TK0593'
 TK0593'STATION MARK--A BENCH - MARK PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0048 ***********************************************************************
 RY0048  DESIGNATION -  3185
 RY0048  PID         -  RY0048
 RY0048  STATE/COUNTY-  MT/MISSOULA
 RY0048  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0048
 RY0048                         *CURRENT SURVEY CONTROL
 RY0048  ___________________________________________________________________
 RY0048* NAD 83(1986)-  46 45 31.     (N)    114 04 34.     (W)     SCALED    
 RY0048* NAVD 88     -       971.378  (meters)    3186.93   (feet)  ADJUSTED  
 RY0048  ___________________________________________________________________
 RY0048  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 RY0048  DYNAMIC HT  -         971.229 (meters)    3186.44  (feet)  COMP
 RY0048  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 RY0048
 RY0048  VERT ORDER  -  FIRST     CLASS II
 RY0048
 RY0048.The horizontal coordinates were scaled from a topographic map and have
 RY0048.an estimated accuracy of +/- 6 seconds.
 RY0048
 RY0048.The orthometric height was determined by differential leveling
 RY0048.and adjusted by the National Geodetic Survey in June 1991..
 RY0048
 RY0048.The geoid height was determined by GEOID03.
 RY0048
 RY0048.The dynamic height is computed by dividing the NAVD 88
 RY0048.geopotential number by the normal gravity value computed on the
 RY0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0048.degrees latitude (g = 980.6199 gals.).
 RY0048
 RY0048.The modeled gravity was interpolated from observed gravity values.
 RY0048
 RY0048;                    North         East    Units  Estimated Accuracy
 RY0048;SPC MT       -   288,960.      250,800.      MT  (+/- 180 meters Scaled)
 RY0048
 RY0048                          SUPERSEDED SURVEY CONTROL
 RY0048
 RY0048.No superseded survey control is available for this station.
 RY0048
 RY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM232824(NAD 83)
 RY0048_MARKER: P = PIPE CAP
 RY0048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0048_STAMPING: MSLA 3183.540
 RY0048_MARK LOGO: USGS  
 RY0048_PROJECTION: PROJECTING 15 CENTIMETERS
 RY0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RY0048+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 RY0048
 RY0048  HISTORY     - Date     Condition        Report By
 RY0048  HISTORY     - UNK      MONUMENTED       USGS
 RY0048  HISTORY     - 1950     GOOD             NGS
 RY0048  HISTORY     - 1980     GOOD             NGS
 RY0048  HISTORY     - 20050716 GOOD             GEOCAC
 RY0048
 RY0048                          STATION DESCRIPTION
 RY0048
 RY0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0048'11.7 MI S FROM MISSOULA.
 RY0048'11.7 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM STATION AT
 RY0048'MISSOULA, AT LOLO, 0.25 MILE EAST OF THE LOLO COMMUNITY CHURCH, 71
 RY0048'YARDS SOUTHWEST OF MILEPOST 11, 71.8 FEET WEST OF THE WEST RAIL OF THE
 RY0048'MAIN TRACK, 46 FEET NORTH OF THE CENTER OF A 36-INCH COTTONWOOD TREE
 RY0048'WHICH IS USED AS A CORNER FENCE POST, 27 FEET NORTH OF THE CENTER LINE
 RY0048'OF AN EAST-WEST ROAD, 25.5 FEET WEST OF A POWER POLE, 1.2 FEET EAST OF
 RY0048'A WITNESS POST, 1.0 FOOT SOUTH OF A FENCE, ABOUT 1.0 FOOT LOWER THAN
 RY0048'THE TRACK, RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE AND PROJECTS 0.6
 RY0048'FOOT.
 RY0048
 RY0048                          STATION RECOVERY (1980)
 RY0048
 RY0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0048'0.2 KILOMETER (0.1 MILE) NORTH ALONG U.S. HIGHWAY 93 FROM THE T
 RY0048'JUNCTION OF U.S. HIGHWAY 12 IN LOLO, THENCE 0.5 KILOMETER (0.3 MILE)
 RY0048'EAST ALONG LEWIS AND CLARK DRIVE, SET IN THE NORTHWEST QUADRANT OF
 RY0048'THE INTERSECTION OF THE BURLINGTON NORTHERN RAILWAY, 64.9 METERS
 RY0048'(213 FEET) SOUTHWEST OF RAILWAY MILEPOST 11, 56.3 METERS (185 FEET)
 RY0048'NORTHEAST ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE LOLO
 RY0048'COMMUNITY CHURCH, 6.7 METERS (22.0 FEET) NORTH OF THE CENTERLINE OF
 RY0048'THE DRIVE, 22.2 METERS (72.9 FEET) WEST OF THE WEST RAIL OF THE
 RY0048'TRACKS, 7.7 METERS (25.5 FEET) WEST OF THE EXTENDED CENTERLINE OF
 RY0048'A ROAD LEADING SOUTH, 7.4 METERS (24.5 FEET) EAST OF A POWER LINE
 RY0048'POLE WITH A DOUBLE GUY WIRE, 0.35 METER (1.2 FEET) SOUTH OF A FENCE
 RY0048'LINE.
 RY0048'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RY0048'THE MARK IS 0.3 M BELOW THE ROAD.
 RY0048
 RY0048                          STATION RECOVERY (2005)
 RY0048
 RY0048'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RY0048'HANDHELD COORDINATES ARE N46-45-30.42 W114-04-34.44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0162 ***********************************************************************
 TN0162  DESIGNATION -  3190.35
 TN0162  PID         -  TN0162
 TN0162  STATE/COUNTY-  MT/FLATHEAD
 TN0162  USGS QUAD   -  HASKILL MOUNTAIN (1994)
 TN0162
 TN0162                         *CURRENT SURVEY CONTROL
 TN0162  ___________________________________________________________________
 TN0162* NAD 83(1986)-  48 05 38.     (N)    114 32 26.     (W)     SCALED    
 TN0162* NAVD 88     -       973.540  (meters)    3194.02   (feet)  ADJUSTED  
 TN0162  ___________________________________________________________________
 TN0162  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 TN0162  DYNAMIC HT  -         973.529 (meters)    3193.99  (feet)  COMP
 TN0162  MODELED GRAV-     980,567.9   (mgal)                       NAVD 88
 TN0162
 TN0162  VERT ORDER  -  SECOND    CLASS 0
 TN0162
 TN0162.The horizontal coordinates were scaled from a topographic map and have
 TN0162.an estimated accuracy of +/- 6 seconds.
 TN0162
 TN0162.The orthometric height was determined by differential leveling
 TN0162.and adjusted by the National Geodetic Survey in June 1991..
 TN0162
 TN0162.The geoid height was determined by GEOID03.
 TN0162
 TN0162.The dynamic height is computed by dividing the NAVD 88
 TN0162.geopotential number by the normal gravity value computed on the
 TN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0162.degrees latitude (g = 980.6199 gals.).
 TN0162
 TN0162.The modeled gravity was interpolated from observed gravity values.
 TN0162
 TN0162;                    North         East    Units  Estimated Accuracy
 TN0162;SPC MT       -   439,200.      224,950.      MT  (+/- 180 meters Scaled)
 TN0162
 TN0162                          SUPERSEDED SURVEY CONTROL
 TN0162
 TN0162  NGVD 29 (??/??/92)  972.399  (m)         3190.28   (f) ADJ UNCH    2 0
 TN0162
 TN0162.Superseded values are not recommended for survey control.
 TN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0162.See file dsdata.txt to determine how the superseded data were derived.
 TN0162
 TN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP831296(NAD 83)
 TN0162_MARKER: DD = SURVEY DISK
 TN0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0162_STAMPING: EL. 3190.35 FAP F 58 18
 TN0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0162+STABILITY: SURFACE MOTION
 TN0162
 TN0162  HISTORY     - Date     Condition        Report By
 TN0162  HISTORY     - UNK      MONUMENTED       MTDH
 TN0162  HISTORY     - 1952     GOOD             NGS
 TN0162
 TN0162                          STATION DESCRIPTION
 TN0162
 TN0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0162'6.4 MI E FROM MARION.
 TN0162'0.8 MILE SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT MARION,
 TN0162'THENCE 5.6 MILES EAST ALONG U. S. HIGHWAY 2, AT THE T JUNCTION OF A
 TN0162'ROAD LEADING SOUTH TO THE MEADOW BROOK RANCH, 74 FEET NORTHEAST OF THE
 TN0162'APPROXIMATE CENTER OF THE JUNCTION, 65 FEET NORTH OF THE CENTER LINE
 TN0162'OF THE HIGHWAY, 5.5 FEET SOUTH OF A FENCE, ABOUT 1 FOOT HIGHER THAN
 TN0162'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3.0 FEET
 TN0162'ABOVE THE GROUND AND MARKED F.A.P. F 58 (18) F.A.P. 58 (I).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0424 ***********************************************************************
 SU0424  DESIGNATION -  3191
 SU0424  PID         -  SU0424
 SU0424  STATE/COUNTY-  MT/MINERAL
 SU0424  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU0424
 SU0424                         *CURRENT SURVEY CONTROL
 SU0424  ___________________________________________________________________
 SU0424* NAD 83(1986)-  47 21 59.     (N)    115 14 58.     (W)     SCALED    
 SU0424* NAVD 88     -       973.691  (meters)    3194.52   (feet)  ADJUSTED  
 SU0424  ___________________________________________________________________
 SU0424  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 SU0424  DYNAMIC HT  -         973.598 (meters)    3194.21  (feet)  COMP
 SU0424  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 SU0424
 SU0424  VERT ORDER  -  SECOND    CLASS 0
 SU0424
 SU0424.The horizontal coordinates were scaled from a topographic map and have
 SU0424.an estimated accuracy of +/- 6 seconds.
 SU0424
 SU0424.The orthometric height was determined by differential leveling
 SU0424.and adjusted by the National Geodetic Survey in June 1991..
 SU0424
 SU0424.The geoid height was determined by GEOID03.
 SU0424
 SU0424.The dynamic height is computed by dividing the NAVD 88
 SU0424.geopotential number by the normal gravity value computed on the
 SU0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0424.degrees latitude (g = 980.6199 gals.).
 SU0424
 SU0424.The modeled gravity was interpolated from observed gravity values.
 SU0424
 SU0424;                    North         East    Units  Estimated Accuracy
 SU0424;SPC MT       -   362,210.      166,360.      MT  (+/- 180 meters Scaled)
 SU0424
 SU0424                          SUPERSEDED SURVEY CONTROL
 SU0424
 SU0424  NGVD 29 (??/??/92)  972.532  (m)         3190.72   (f) ADJ UNCH    2 0
 SU0424
 SU0424.Superseded values are not recommended for survey control.
 SU0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0424.See file dsdata.txt to determine how the superseded data were derived.
 SU0424
 SU0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN321473(NAD 83)
 SU0424_MARKER: DD = SURVEY DISK
 SU0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0424_STAMPING: 3191 1932
 SU0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0424+STABILITY: SURFACE MOTION
 SU0424
 SU0424  HISTORY     - Date     Condition        Report By
 SU0424  HISTORY     - 1932     MONUMENTED       BPR
 SU0424  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0424
 SU0424                          STATION DESCRIPTION
 SU0424
 SU0424'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 SU0424'5.3 MI E FROM DE BORGIA.
 SU0424'5.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0424'STATION AT DE BORGIA, MINERAL COUNTY, 2.8 MILES WEST OF CAMELS HUMP
 SU0424'MOUNTAIN, 0.8 MILE EAST OF CABIN CITY, 66 FEET WEST OF THE WEST END OF
 SU0424'A 200-FOOT SIDE CUT, NEAR THE MIDDLE OF A STRAIGHT STRETCH OF ROAD, 36
 SU0424'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ON A BANK, 3 FEET SOUTH
 SU0424'OF A 12-INCH SPRUCE TREE, 2 FEET WEST OF A 10-INCH SPRUCE TREE, AND 6
 SU0424'FEET ABOVE THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 SU0424'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST.
 SU0424
 SU0424                          STATION RECOVERY (1982)
 SU0424
 SU0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0044 ***********************************************************************
 RY0044  DESIGNATION -  3199
 RY0044  PID         -  RY0044
 RY0044  STATE/COUNTY-  MT/MISSOULA
 RY0044  USGS QUAD   -  FLORENCE (1967)
 RY0044
 RY0044                         *CURRENT SURVEY CONTROL
 RY0044  ___________________________________________________________________
 RY0044* NAD 83(1986)-  46 40 31.     (N)    114 04 29.     (W)     SCALED    
 RY0044* NAVD 88     -       975.616  (meters)    3200.83   (feet)  ADJUSTED  
 RY0044  ___________________________________________________________________
 RY0044  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 RY0044  DYNAMIC HT  -         975.448 (meters)    3200.28  (feet)  COMP
 RY0044  MODELED GRAV-     980,409.4   (mgal)                       NAVD 88
 RY0044
 RY0044  VERT ORDER  -  FIRST     CLASS II
 RY0044
 RY0044.The horizontal coordinates were scaled from a topographic map and have
 RY0044.an estimated accuracy of +/- 6 seconds.
 RY0044
 RY0044.The orthometric height was determined by differential leveling
 RY0044.and adjusted by the National Geodetic Survey in June 1991..
 RY0044
 RY0044.The geoid height was determined by GEOID03.
 RY0044
 RY0044.The dynamic height is computed by dividing the NAVD 88
 RY0044.geopotential number by the normal gravity value computed on the
 RY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0044.degrees latitude (g = 980.6199 gals.).
 RY0044
 RY0044.The modeled gravity was interpolated from observed gravity values.
 RY0044
 RY0044;                    North         East    Units  Estimated Accuracy
 RY0044;SPC MT       -   279,710.      250,370.      MT  (+/- 180 meters Scaled)
 RY0044
 RY0044                          SUPERSEDED SURVEY CONTROL
 RY0044
 RY0044  NGVD 29 (??/??/92)  974.557  (m)         3197.36   (f) ADJ UNCH    1 2
 RY0044
 RY0044.Superseded values are not recommended for survey control.
 RY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0044.See file dsdata.txt to determine how the superseded data were derived.
 RY0044
 RY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM237732(NAD 83)
 RY0044_MARKER: P = PIPE CAP
 RY0044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0044_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0044_STAMPING: 3197.438
 RY0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0044
 RY0044  HISTORY     - Date     Condition        Report By
 RY0044  HISTORY     - UNK      MONUMENTED       USGS
 RY0044  HISTORY     - 1935     POOR             NGS
 RY0044
 RY0044                          STATION DESCRIPTION
 RY0044
 RY0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0044'12.4 MI N FROM STEVENSVILLE.
 RY0044'IN MISSOULA COUNTY, 12.4 MILES NORTH ALONG THE NORTHERN PACIFIC
 RY0044'RAILWAY FROM THE STATION AT STEVENSVILLE, RAVALLI COUNTY, 65 FEET WEST
 RY0044'OF THE STATION AT CARLTON, 85 FEET WEST OF A COUNTY-ROAD CROSSING, AND
 RY0044'AT THE SOUTH FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RY0044'CAP, STAMPED 3197.438 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 RY0044'PIPE.  NOTE-- DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY1032 ***********************************************************************
 RY1032  DESIGNATION -  3199 MSLA
 RY1032  PID         -  RY1032
 RY1032  STATE/COUNTY-  MT/MISSOULA
 RY1032  USGS QUAD   -  FLORENCE (1967)
 RY1032
 RY1032                         *CURRENT SURVEY CONTROL
 RY1032  ___________________________________________________________________
 RY1032* NAD 83(1992)-  46 40 30.99223(N)    114 04 29.49529(W)     ADJUSTED  
 RY1032* NAVD 88     -       975.63   (+/-2cm)    3200.9    (feet)  VERTCON   
 RY1032  ___________________________________________________________________
 RY1032  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 RY1032  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 RY1032
 RY1032  HORZ ORDER  -  THIRD
 RY1032  VERT ORDER  -  THIRD ? (See Below)
 RY1032
 RY1032.The horizontal coordinates were established by classical geodetic methods
 RY1032.and adjusted by the National Geodetic Survey in July 1992..
 RY1032
 RY1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY1032.The vertical order pertains to the NGVD 29 superseded value.
 RY1032
 RY1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1032
 RY1032.The geoid height was determined by GEOID03.
 RY1032
 RY1032;                    North         East     Units Scale Factor Converg.
 RY1032;SPC MT       -   279,714.122   250,357.479   MT  0.99940987   -3 20 47.5
 RY1032;SPC MT       -   917,697.25    821,382.81   iFT  0.99940987   -3 20 47.5
 RY1032;UTM  11      - 5,173,236.018   723,723.647   MT  1.00021526   +2 07 43.9
 RY1032;UTM  12      - 5,173,672.571   264,825.961   MT  1.00027985   -2 14 16.5
 RY1032
 RY1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1032!SPC MT       -   0.99984939  x   0.99940987  =   0.99925935
 RY1032!UTM  11      -   0.99984939  x   1.00021526  =   1.00006462
 RY1032!UTM  12      -   0.99984939  x   1.00027985  =   1.00012920
 RY1032
 RY1032                          SUPERSEDED SURVEY CONTROL
 RY1032
 RY1032  NAD 83(1986)-  46 40 31.00297(N)    114 04 29.51062(W) AD(       ) 3
 RY1032  NGVD 29 (05/15/92)  974.56   (m)         3197.4    (f) LEVELING    3  
 RY1032
 RY1032.Superseded values are not recommended for survey control.
 RY1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1032.See file dsdata.txt to determine how the superseded data were derived.
 RY1032
 RY1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM2372473236(NAD 83)
 RY1032_MARKER: P = PIPE CAP
 RY1032_SETTING: 0 = UNSPECIFIED SETTING
 RY1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY1032
 RY1032  HISTORY     - Date     Condition        Report By
 RY1032  HISTORY     - 1957     MONUMENTED       USGS
 RY1032
 RY1032                          STATION DESCRIPTION
 RY1032
 RY1032'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RY1032'IN MISSOULA COUNTY, 12.4 MI. N. ALONG THE NORTHERN PACIFIC RAILWAY
 RY1032'FROM THE STATION AT STEVENSVILLE, RAVALLI COUNTY, 65 FT. W. OF THE
 RY1032'STATION AT CARLTON, 85 FT. W. OF COUNTY RD. CROSSING AND AT THE S.
 RY1032'FENCE LINE.
 RY1032'
 RY1032'BENCH MARK IS 12.5 FT. S. OF CENTERLINE OF PRESENT RD. AND 85 FT. W.
 RY1032'OF CENTERLINE RAILROAD AT RD. CROSSING IN FENCE LINE.  EXTENDS ABOUT
 RY1032'A FT. ABOVE GROUND.
 RY1032'
 RY1032'STATION MARK--STANDARD USGS BENCH MARK CAP STAMPED---3199 MSLA
 RY1032'3197.438--- AND RIVETED ON TOP OF A 3-1/2 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0557 ***********************************************************************
 TK0557  DESIGNATION -  32 REB
 TK0557  PID         -  TK0557
 TK0557  STATE/COUNTY-  MT/BLAINE
 TK0557  USGS QUAD   -  TURNER (1984)
 TK0557
 TK0557                         *CURRENT SURVEY CONTROL
 TK0557  ___________________________________________________________________
 TK0557* NAD 83(1986)-  48 46 43.     (N)    108 26 00.     (W)     SCALED    
 TK0557* NAVD 88     -       934.429  (meters)    3065.71   (feet)  POSTED    
 TK0557  ___________________________________________________________________
 TK0557  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TK0557  DYNAMIC HT  -         934.530 (meters)    3066.04  (feet)  COMP
 TK0557  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 TK0557
 TK0557  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0557
 TK0557.The horizontal coordinates were scaled from a topographic map and have
 TK0557.an estimated accuracy of +/- 6 seconds.
 TK0557
 TK0557.The orthometric height was determined by differential leveling
 TK0557.and adjusted by the National Geodetic Survey in 1992..
 TK0557.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0557.rate of 0.0 thru 1.0 mm/km.
 TK0557
 TK0557.The geoid height was determined by GEOID03.
 TK0557
 TK0557.The dynamic height is computed by dividing the NAVD 88
 TK0557.geopotential number by the normal gravity value computed on the
 TK0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0557.degrees latitude (g = 980.6199 gals.).
 TK0557
 TK0557.The modeled gravity was interpolated from observed gravity values.
 TK0557
 TK0557;                    North         East    Units  Estimated Accuracy
 TK0557;SPC MT       -   503,780.      678,380.      MT  (+/- 180 meters Scaled)
 TK0557
 TK0557                          SUPERSEDED SURVEY CONTROL
 TK0557
 TK0557.No superseded survey control is available for this station.
 TK0557
 TK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV885060(NAD 83)
 TK0557_MARKER: DB = BENCH MARK DISK
 TK0557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0557_SP_SET: COPPER-CLAD STEEL ROD
 TK0557_STAMPING: 32 REB 1979
 TK0557_MARK LOGO: USGS  
 TK0557_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0557_ROD/PIPE-DEPTH: 3.05 meters
 TK0557
 TK0557  HISTORY     - Date     Condition        Report By
 TK0557  HISTORY     - 1979     MONUMENTED       USGS
 TK0557
 TK0557                          STATION DESCRIPTION
 TK0557
 TK0557'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0557'9.0 KM (5.60 MI) SW FROM TURNER.
 TK0557'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0557'THENCE 5.5 FEET WEST AND SOUTH ALONG HIGHWAY 241 NEAR THE WEST 1/4
 TK0557'CORNER OF SECTION 23, T35N, R25E, 77 FEET EAST OF HIGHWAY 241, 9.9
 TK0557'FEET NORTH OF A T - FENCE EAST, AND 1.7 FEET WEST OF A FENCE.
 TK0557'THE MARK IS 2.5 FT  N FROM  A WITNESS POST
 TK0557'THE MARK IS 2.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1013 ***********************************************************************
 TN1013  DESIGNATION -  32 RHM
 TN1013  PID         -  TN1013
 TN1013  STATE/COUNTY-  MT/LINCOLN
 TN1013  USGS QUAD   -  RED MOUNTAIN (1983)
 TN1013
 TN1013                         *CURRENT SURVEY CONTROL
 TN1013  ___________________________________________________________________
 TN1013* NAD 83(1986)-  48 56 07.     (N)    115 19 27.     (W)     SCALED    
 TN1013* NAVD 88     -      1383.395  (meters)    4538.69   (feet)  ADJUSTED  
 TN1013  ___________________________________________________________________
 TN1013  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 TN1013  DYNAMIC HT  -        1383.402 (meters)    4538.71  (feet)  COMP
 TN1013  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 TN1013
 TN1013  VERT ORDER  -  THIRD
 TN1013
 TN1013.The horizontal coordinates were scaled from a topographic map and have
 TN1013.an estimated accuracy of +/- 6 seconds.
 TN1013
 TN1013.The orthometric height was determined by differential leveling
 TN1013.and adjusted by the National Geodetic Survey in June 1991..
 TN1013
 TN1013.The geoid height was determined by GEOID03.
 TN1013
 TN1013.The dynamic height is computed by dividing the NAVD 88
 TN1013.geopotential number by the normal gravity value computed on the
 TN1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1013.degrees latitude (g = 980.6199 gals.).
 TN1013
 TN1013.The modeled gravity was interpolated from observed gravity values.
 TN1013
 TN1013;                    North         East    Units  Estimated Accuracy
 TN1013;SPC MT       -   536,530.      173,690.      MT  (+/- 180 meters Scaled)
 TN1013
 TN1013                          SUPERSEDED SURVEY CONTROL
 TN1013
 TN1013  NGVD 29 (??/??/92) 1382.13   (m)         4534.5    (f) COMPUTED    3 0
 TN1013
 TN1013.Superseded values are not recommended for survey control.
 TN1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1013.See file dsdata.txt to determine how the superseded data were derived.
 TN1013
 TN1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ227216(NAD 83)
 TN1013_MARKER: DB = BENCH MARK DISK
 TN1013_SETTING: 66 = SET IN ROCK OUTCROP
 TN1013_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1013_STAMPING: 32 RHM 1963
 TN1013_MARK LOGO: USGS  
 TN1013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1013+STABILITY: POSITION/ELEVATION WELL
 TN1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1013+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1013
 TN1013  HISTORY     - Date     Condition        Report By
 TN1013  HISTORY     - 1963     MONUMENTED       USGS
 TN1013
 TN1013                          STATION DESCRIPTION
 TN1013
 TN1013'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1013'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1013'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1013'9.9 MILES NORTH AND WEST ALONG ROAD 92 TO A CURVE AND TURNOUT, IN THE
 TN1013'NORTHWEST 1/4 CORNER OF SECTION 36/TOWNSHIP 37 NORTH/RANGE 29 WEST,
 TN1013'33 FEET SOUTH AND 8 FEET LOWER THAN ROAD, IN THE TOP OF A ROCK
 TN1013'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0729 ***********************************************************************
 TL0729  DESIGNATION -  32 WAC
 TL0729  PID         -  TL0729
 TL0729  STATE/COUNTY-  MT/HILL
 TL0729  USGS QUAD   -  GILDFORD NE (1969)
 TL0729
 TL0729                         *CURRENT SURVEY CONTROL
 TL0729  ___________________________________________________________________
 TL0729* NAD 83(1986)-  48 42 42.     (N)    110 17 35.     (W)     SCALED    
 TL0729* NAVD 88     -       865.699  (meters)    2840.21   (feet)  ADJUSTED  
 TL0729  ___________________________________________________________________
 TL0729  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TL0729  DYNAMIC HT  -         865.795 (meters)    2840.53  (feet)  COMP
 TL0729  MODELED GRAV-     980,692.1   (mgal)                       NAVD 88
 TL0729
 TL0729  VERT ORDER  -  THIRD
 TL0729
 TL0729.The horizontal coordinates were scaled from a topographic map and have
 TL0729.an estimated accuracy of +/- 6 seconds.
 TL0729
 TL0729.The orthometric height was determined by differential leveling
 TL0729.and adjusted by the National Geodetic Survey in June 1991..
 TL0729
 TL0729.The geoid height was determined by GEOID03.
 TL0729
 TL0729.The dynamic height is computed by dividing the NAVD 88
 TL0729.geopotential number by the normal gravity value computed on the
 TL0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0729.degrees latitude (g = 980.6199 gals.).
 TL0729
 TL0729.The modeled gravity was interpolated from observed gravity values.
 TL0729
 TL0729;                    North         East    Units  Estimated Accuracy
 TL0729;SPC MT       -   496,100.      541,650.      MT  (+/- 180 meters Scaled)
 TL0729
 TL0729                          SUPERSEDED SURVEY CONTROL
 TL0729
 TL0729  NGVD 29 (??/??/92)  864.84   (m)         2837.4    (f) COMPUTED    3 0
 TL0729
 TL0729.Superseded values are not recommended for survey control.
 TL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0729.See file dsdata.txt to determine how the superseded data were derived.
 TL0729
 TL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU520956(NAD 83)
 TL0729_MARKER: DB = BENCH MARK DISK
 TL0729_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0729_SP_SET: PREFAB CONC. POST IN EARTH
 TL0729_STAMPING: 32 WAC 1963 2837
 TL0729_MARK LOGO: USGS  
 TL0729_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0729+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0729
 TL0729  HISTORY     - Date     Condition        Report By
 TL0729  HISTORY     - 1963     MONUMENTED       USGS
 TL0729
 TL0729                          STATION DESCRIPTION
 TL0729
 TL0729'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0729'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0729'THENCE 7 MILES NORTH, IN THE SOUTHEAST CORNER OF SECTION 9/TOWNSHIP
 TL0729'34 NORTH/RANGE 11 EAST, 37 FEET NORTH AND 61 FEET WEST AND 4.2 FEET
 TL0729'LOWER THAN CROSSROADS, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0725 ***********************************************************************
 TJ0725  DESIGNATION -  32 WR
 TJ0725  PID         -  TJ0725
 TJ0725  STATE/COUNTY-  MT/VALLEY
 TJ0725  USGS QUAD   -  COULTER COULEE (1984)
 TJ0725
 TJ0725                         *CURRENT SURVEY CONTROL
 TJ0725  ___________________________________________________________________
 TJ0725* NAD 83(1986)-  48 46 45.     (N)    107 08 25.     (W)     SCALED    
 TJ0725* NAVD 88     -       789.391  (meters)    2589.86   (feet)  POSTED    
 TJ0725  ___________________________________________________________________
 TJ0725  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TJ0725  DYNAMIC HT  -         789.500 (meters)    2590.22  (feet)  COMP
 TJ0725  MODELED GRAV-     980,726.6   (mgal)                       NAVD 88
 TJ0725
 TJ0725  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0725
 TJ0725.The horizontal coordinates were scaled from a topographic map and have
 TJ0725.an estimated accuracy of +/- 6 seconds.
 TJ0725
 TJ0725.The orthometric height was determined by differential leveling
 TJ0725.and adjusted by the National Geodetic Survey in 1992..
 TJ0725.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0725.rate of 0.0 thru 1.0 mm/km.
 TJ0725
 TJ0725.The geoid height was determined by GEOID03.
 TJ0725
 TJ0725.The dynamic height is computed by dividing the NAVD 88
 TJ0725.geopotential number by the normal gravity value computed on the
 TJ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0725.degrees latitude (g = 980.6199 gals.).
 TJ0725
 TJ0725.The modeled gravity was interpolated from observed gravity values.
 TJ0725
 TJ0725;                    North         East    Units  Estimated Accuracy
 TJ0725;SPC MT       -   505,920.      773,380.      MT  (+/- 180 meters Scaled)
 TJ0725
 TJ0725                          SUPERSEDED SURVEY CONTROL
 TJ0725
 TJ0725  NGVD 29 (??/??/92)  788.71   (m)         2587.6    (f) COMPUTED    3 0
 TJ0725
 TJ0725.Superseded values are not recommended for survey control.
 TJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0725.See file dsdata.txt to determine how the superseded data were derived.
 TJ0725
 TJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ427051(NAD 83)
 TJ0725_MARKER: DB = BENCH MARK DISK
 TJ0725_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0725_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0725_STAMPING: 32 WR 2588 1968
 TJ0725_MARK LOGO: USGS  
 TJ0725_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0725+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0725
 TJ0725  HISTORY     - Date     Condition        Report By
 TJ0725  HISTORY     - 1968     MONUMENTED       USGS
 TJ0725
 TJ0725                          STATION DESCRIPTION
 TJ0725
 TJ0725'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0725'FROM WHITEWATER, MONTANA, PROCEED 18.8 MILES SOUTH AND EAST TO A
 TJ0725'Y-ROAD, THENCE 4.0 MILES SOUTH ALONG ROAD TO FRENCHMAN RESERVOIR
 TJ0725'SPILLWAY, THENCE 4.2 MILES EAST TO CROSSROADS, THENCE 3.0 MILES NORTH
 TJ0725'TO CROSSROADS, THENCE 2.0 MILE EAST, THENCE 0.8 MILES NORTH, IN THE
 TJ0725'SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 27/TOWNSHIP 35
 TJ0725'NORTH/ RANGE 35 EAST, 0.25 MILES NORTH OF SNAKE CREEK SCHOOL HOUSE,
 TJ0725'30 FEET NORTH AND 110 FEET WEST AND 5 FEET LOWER THAN THE CENTERLINE
 TJ0725'OF THE ROAD AT A Y-ROAD, 6 FEET NORTH OF A FENCE, PROJECTING 0.5 FEET
 TJ0725'ABOVE THE GROUND.  REPORTED BY THE USGS DESTROYED 6/76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0680 ***********************************************************************
 RX0680  DESIGNATION -  3201
 RX0680  PID         -  RX0680
 RX0680  STATE/COUNTY-  MT/MISSOULA
 RX0680  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0680
 RX0680                         *CURRENT SURVEY CONTROL
 RX0680  ___________________________________________________________________
 RX0680* NAD 83(1986)-  46 52 16.     (N)    113 59 40.     (W)     SCALED    
 RX0680* NAVD 88     -       976.305  (meters)    3203.09   (feet)  ADJUSTED  
 RX0680  ___________________________________________________________________
 RX0680  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RX0680  DYNAMIC HT  -         976.160 (meters)    3202.62  (feet)  COMP
 RX0680  MODELED GRAV-     980,432.7   (mgal)                       NAVD 88
 RX0680
 RX0680  VERT ORDER  -  FIRST     CLASS II
 RX0680
 RX0680.The horizontal coordinates were scaled from a topographic map and have
 RX0680.an estimated accuracy of +/- 6 seconds.
 RX0680
 RX0680.The orthometric height was determined by differential leveling
 RX0680.and adjusted by the National Geodetic Survey in June 1991..
 RX0680
 RX0680.The geoid height was determined by GEOID03.
 RX0680
 RX0680.The dynamic height is computed by dividing the NAVD 88
 RX0680.geopotential number by the normal gravity value computed on the
 RX0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0680.degrees latitude (g = 980.6199 gals.).
 RX0680
 RX0680.The modeled gravity was interpolated from observed gravity values.
 RX0680
 RX0680;                    North         East    Units  Estimated Accuracy
 RX0680;SPC MT       -   301,080.      257,740.      MT  (+/- 180 meters Scaled)
 RX0680
 RX0680                          SUPERSEDED SURVEY CONTROL
 RX0680
 RX0680  NGVD 29 (??/??/92)  975.232  (m)         3199.57   (f) ADJ UNCH    1 2
 RX0680
 RX0680.Superseded values are not recommended for survey control.
 RX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0680.See file dsdata.txt to determine how the superseded data were derived.
 RX0680
 RX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS718951(NAD 83)
 RX0680_MARKER: DD = SURVEY DISK
 RX0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0680_SP_SET: BUILDING
 RX0680_STAMPING: 3199.656 MSLA T
 RX0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0680
 RX0680  HISTORY     - Date     Condition        Report By
 RX0680  HISTORY     - UNK      MONUMENTED       USGS
 RX0680  HISTORY     - 1934     GOOD             NGS
 RX0680
 RX0680                          STATION DESCRIPTION
 RX0680
 RX0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0680'IN MISSOULA.
 RX0680'AT MISSOULA, MISSOULA COUNTY, AT THE SOUTHEAST CORNER OF THE
 RX0680'INTERSECTION OF HIGGINS AVENUE AND FRONT STREET, IN THE WEST WALL OF
 RX0680'THE FIRST NATIONAL BANK BUILDING, 5 FEET FROM THE NORTHWEST CORNER,
 RX0680'AND ABOUT 2 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 RX0680'SURVEY STANDARD DISK, STAMPED 3199.656 MSLA T AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0105 ***********************************************************************
 RV0105  DESIGNATION -  3208
 RV0105  PID         -  RV0105
 RV0105  STATE/COUNTY-  MT/MUSSELSHELL
 RV0105  USGS QUAD   -  ROUNDUP (1979)
 RV0105
 RV0105                         *CURRENT SURVEY CONTROL
 RV0105  ___________________________________________________________________
 RV0105* NAD 83(1986)-  46 25 41.     (N)    108 34 22.     (W)     SCALED    
 RV0105* NAVD 88     -       978.453  (meters)    3210.14   (feet)  ADJUSTED  
 RV0105  ___________________________________________________________________
 RV0105  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 RV0105  DYNAMIC HT  -         978.319 (meters)    3209.70  (feet)  COMP
 RV0105  MODELED GRAV-     980,444.6   (mgal)                       NAVD 88
 RV0105
 RV0105  VERT ORDER  -  SECOND    CLASS 0
 RV0105
 RV0105.The horizontal coordinates were scaled from a topographic map and have
 RV0105.an estimated accuracy of +/- 6 seconds.
 RV0105
 RV0105.The orthometric height was determined by differential leveling
 RV0105.and adjusted by the National Geodetic Survey in June 1991..
 RV0105
 RV0105.The geoid height was determined by GEOID03.
 RV0105
 RV0105.The dynamic height is computed by dividing the NAVD 88
 RV0105.geopotential number by the normal gravity value computed on the
 RV0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0105.degrees latitude (g = 980.6199 gals.).
 RV0105
 RV0105.The modeled gravity was interpolated from observed gravity values.
 RV0105
 RV0105;                    North         East    Units  Estimated Accuracy
 RV0105;SPC MT       -   242,460.      671,230.      MT  (+/- 180 meters Scaled)
 RV0105
 RV0105                          SUPERSEDED SURVEY CONTROL
 RV0105
 RV0105  NGVD 29 (??/??/92)  977.686  (m)         3207.62   (f) ADJ UNCH    2 0
 RV0105
 RV0105.Superseded values are not recommended for survey control.
 RV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0105.See file dsdata.txt to determine how the superseded data were derived.
 RV0105
 RV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS864444(NAD 83)
 RV0105_MARKER: DD = SURVEY DISK
 RV0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0105_SP_SET: ABUTMENT
 RV0105_STAMPING: 3208 1916
 RV0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0105
 RV0105  HISTORY     - Date     Condition        Report By
 RV0105  HISTORY     - 1916     MONUMENTED       USGS
 RV0105  HISTORY     - 1938     GOOD             NGS
 RV0105
 RV0105                          STATION DESCRIPTION
 RV0105
 RV0105'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0105'2.0 MI SW FROM ROUNDUP.
 RV0105'2.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0105'RAILROAD FROM THE STATION AT ROUNDUP, MUSSELSHELL COUNTY, 114 FEET
 RV0105'EAST OF THE CENTERLINE OF THE SPUR TRACK TO MINE 2 AT KLEIN, AT AN
 RV0105'ABANDONED THROUGH-TRUSS HIGHWAY BRIDGE OVER MUSSELSHELL RIVER, AND IN
 RV0105'THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT.  A UNITED
 RV0105'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3208 1916.
 RV0105
 RV0105                          STATION RECOVERY (1938)
 RV0105
 RV0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 RV0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0222 ***********************************************************************
 TN0222  DESIGNATION -  3214
 TN0222  PID         -  TN0222
 TN0222  STATE/COUNTY-  MT/FLATHEAD
 TN0222  USGS QUAD   -  RADNOR (1994)
 TN0222
 TN0222                         *CURRENT SURVEY CONTROL
 TN0222  ___________________________________________________________________
 TN0222* NAD 83(1986)-  48 35 38.     (N)    114 38 12.     (W)     SCALED    
 TN0222* NAVD 88     -       977.495  (meters)    3207.00   (feet)  ADJUSTED  
 TN0222  ___________________________________________________________________
 TN0222  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TN0222  DYNAMIC HT  -         977.492 (meters)    3206.99  (feet)  COMP
 TN0222  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 TN0222
 TN0222  VERT ORDER  -  FIRST     CLASS II
 TN0222
 TN0222.The horizontal coordinates were scaled from a topographic map and have
 TN0222.an estimated accuracy of +/- 6 seconds.
 TN0222
 TN0222.The orthometric height was determined by differential leveling
 TN0222.and adjusted by the National Geodetic Survey in June 1991..
 TN0222
 TN0222.The geoid height was determined by GEOID03.
 TN0222
 TN0222.The dynamic height is computed by dividing the NAVD 88
 TN0222.geopotential number by the normal gravity value computed on the
 TN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0222.degrees latitude (g = 980.6199 gals.).
 TN0222
 TN0222.The modeled gravity was interpolated from observed gravity values.
 TN0222
 TN0222;                    North         East    Units  Estimated Accuracy
 TN0222;SPC MT       -   495,130.      221,450.      MT  (+/- 180 meters Scaled)
 TN0222
 TN0222                          SUPERSEDED SURVEY CONTROL
 TN0222
 TN0222  NGVD 29 (??/??/92)  976.247  (m)         3202.90   (f) ADJ UNCH    1 2
 TN0222
 TN0222.Superseded values are not recommended for survey control.
 TN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0222.See file dsdata.txt to determine how the superseded data were derived.
 TN0222
 TN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP742850(NAD 83)
 TN0222_MARKER: DB = BENCH MARK DISK
 TN0222_SETTING: 66 = SET IN ROCK OUTCROP
 TN0222_SP_SET: ROCK CLIFF
 TN0222_STAMPING: 3214
 TN0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0222+STABILITY: POSITION/ELEVATION WELL
 TN0222
 TN0222  HISTORY     - Date     Condition        Report By
 TN0222  HISTORY     - UNK      MONUMENTED       USGS
 TN0222  HISTORY     - 1946     GOOD             NGS
 TN0222
 TN0222                          STATION DESCRIPTION
 TN0222
 TN0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0222'8.6 MI SE FROM STRYKER.
 TN0222'IN FLATHEAD COUNTY, 8.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 TN0222'RAILWAY FROM THE STATION AT STRYKER, LINCOLN COUNTY, 8 POLES SOUTHEAST
 TN0222'OF MILEPOST 1241, 1000 FEET SOUTHEAST OF SEMAPHORES 1240.8 AND 1240.9,
 TN0222'AT THE MIDDLE OF A DEEP CUT, 11.6 FEET SOUTHWEST OF THE SOUTHWEST
 TN0222'RAIL, IN THE TOP OF A ROCK LEDGE, AND ABOUT 1 FOOT ABOVE THE TOP OF
 TN0222'THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 TN0222'3214.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0018 ***********************************************************************
 RY0018  DESIGNATION -  3225
 RY0018  PID         -  RY0018
 RY0018  STATE/COUNTY-  MT/MISSOULA
 RY0018  USGS QUAD   -  NORTHWEST MISSOULA (1978)
 RY0018
 RY0018                         *CURRENT SURVEY CONTROL
 RY0018  ___________________________________________________________________
 RY0018* NAD 83(1986)-  46 55 59.     (N)    114 06 06.     (W)     SCALED    
 RY0018* NAVD 88     -       983.486  (meters)    3226.65   (feet)  ADJUSTED  
 RY0018  ___________________________________________________________________
 RY0018  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 RY0018  DYNAMIC HT  -         983.337 (meters)    3226.16  (feet)  COMP
 RY0018  MODELED GRAV-     980,429.5   (mgal)                       NAVD 88
 RY0018
 RY0018  VERT ORDER  -  FIRST     CLASS II
 RY0018
 RY0018.The horizontal coordinates were scaled from a topographic map and have
 RY0018.an estimated accuracy of +/- 6 seconds.
 RY0018
 RY0018.The orthometric height was determined by differential leveling
 RY0018.and adjusted by the National Geodetic Survey in June 1991..
 RY0018
 RY0018.The geoid height was determined by GEOID03.
 RY0018
 RY0018.The dynamic height is computed by dividing the NAVD 88
 RY0018.geopotential number by the normal gravity value computed on the
 RY0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0018.degrees latitude (g = 980.6199 gals.).
 RY0018
 RY0018.The modeled gravity was interpolated from observed gravity values.
 RY0018
 RY0018;                    North         East    Units  Estimated Accuracy
 RY0018;SPC MT       -   308,420.      249,990.      MT  (+/- 180 meters Scaled)
 RY0018
 RY0018                          SUPERSEDED SURVEY CONTROL
 RY0018
 RY0018  NGVD 29 (??/??/92)  982.40   (m)         3223.1    (f) COMPUTED    1 2
 RY0018
 RY0018.Superseded values are not recommended for survey control.
 RY0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0018.See file dsdata.txt to determine how the superseded data were derived.
 RY0018
 RY0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN206018(NAD 83)
 RY0018_MARKER: P = PIPE CAP
 RY0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0018_STAMPING: 3223.160
 RY0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0018
 RY0018  HISTORY     - Date     Condition        Report By
 RY0018  HISTORY     - UNK      MONUMENTED       USGS
 RY0018  HISTORY     - 1967     GOOD             NGS
 RY0018  HISTORY     - 1979     MARK NOT FOUND   NGS
 RY0018
 RY0018                          STATION DESCRIPTION
 RY0018
 RY0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RY0018'IN DE SMET.
 RY0018'AT DE SMET, MISSOULA COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 15 YARDS
 RY0018'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 130 YARDS SOUTHEAST
 RY0018'OF MILEPOST 126, 10 RAILS SOUTHEAST OF SIGNAL BRIDGE 126.0, 91.5 FEET
 RY0018'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 53 FEET SOUTHEAST OF A
 RY0018'FENCE CORNER, 47 FEET NORTH OF THE NORTHEAST CORNER OF AN ICEHOUSE,
 RY0018'AND 45 FEET SOUTH OF THE CENTERLINE OF A CINDER ROAD.  A UNITED STATES
 RY0018'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3223.160 AND RIVETED ON THE
 RY0018'TOP OF A 3-1/2-INCH IRON PIPE.
 RY0018
 RY0018                          STATION RECOVERY (1979)
 RY0018
 RY0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RY0018'AREA HAS BEEN GRADED AND THE MARK IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0673 ***********************************************************************
 RX0673  DESIGNATION -  3225 T
 RX0673  PID         -  RX0673
 RX0673  STATE/COUNTY-  MT/MISSOULA
 RX0673  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0673
 RX0673                         *CURRENT SURVEY CONTROL
 RX0673  ___________________________________________________________________
 RX0673* NAD 83(1986)-  46 51 36.     (N)    113 59 03.     (W)     SCALED    
 RX0673* NAVD 88     -       983.630  (meters)    3227.13   (feet)  ADJUSTED  
 RX0673  ___________________________________________________________________
 RX0673  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 RX0673  DYNAMIC HT  -         983.471 (meters)    3226.60  (feet)  COMP
 RX0673  MODELED GRAV-     980,419.7   (mgal)                       NAVD 88
 RX0673
 RX0673  VERT ORDER  -  FIRST     CLASS II
 RX0673
 RX0673.The horizontal coordinates were scaled from a topographic map and have
 RX0673.an estimated accuracy of +/- 6 seconds.
 RX0673
 RX0673.The orthometric height was determined by differential leveling
 RX0673.and adjusted by the National Geodetic Survey in June 1991..
 RX0673
 RX0673.The geoid height was determined by GEOID03.
 RX0673
 RX0673.The dynamic height is computed by dividing the NAVD 88
 RX0673.geopotential number by the normal gravity value computed on the
 RX0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0673.degrees latitude (g = 980.6199 gals.).
 RX0673
 RX0673.The modeled gravity was interpolated from observed gravity values.
 RX0673
 RX0673;                    North         East    Units  Estimated Accuracy
 RX0673;SPC MT       -   299,800.      258,460.      MT  (+/- 180 meters Scaled)
 RX0673
 RX0673                          SUPERSEDED SURVEY CONTROL
 RX0673
 RX0673  NGVD 29 (??/??/92)  982.544  (m)         3223.56   (f) ADJ UNCH    1 2
 RX0673
 RX0673.Superseded values are not recommended for survey control.
 RX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0673.See file dsdata.txt to determine how the superseded data were derived.
 RX0673
 RX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS725939(NAD 83)
 RX0673_MARKER: DD = SURVEY DISK
 RX0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0673_SP_SET: BUILDING
 RX0673_STAMPING: 3225 3225 T MSLA
 RX0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0673
 RX0673  HISTORY     - Date     Condition        Report By
 RX0673  HISTORY     - UNK      MONUMENTED       USGS
 RX0673  HISTORY     - 1934     GOOD             NGS
 RX0673  HISTORY     - 1979     GOOD             NGS
 RX0673
 RX0673                          STATION DESCRIPTION
 RX0673
 RX0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0673'IN MISSOULA.
 RX0673'AT MISSOULA, MISSOULA COUNTY, AT THE UNIVERSITY OF MONTANA, AT THE
 RX0673'WEST (MAIN) ENTRANCE TO UNIVERSITY HALL, NORTH OF THE SIDEWALK LEADING
 RX0673'TO THE STREET, IN THE STONE FACE OF THE BUILDING, AND ABOUT 1-1/2 FEET
 RX0673'ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 RX0673'STAMPED 3225 3225 T MSLA AND SET VERTICALLY.
 RX0673
 RX0673                          STATION RECOVERY (1979)
 RX0673
 RX0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0673'ADD--262 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE PLANTER FOR A
 RX0673'BRONZE GRIZZLY BEAR STATUE IN GRIZZLY CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0547 ***********************************************************************
 TK0547  DESIGNATION -  3226
 TK0547  PID         -  TK0547
 TK0547  STATE/COUNTY-  MT/BLAINE
 TK0547  USGS QUAD   -  HORNBECK LAKE (1984)
 TK0547
 TK0547                         *CURRENT SURVEY CONTROL
 TK0547  ___________________________________________________________________
 TK0547* NAD 83(1986)-  48 41 57.     (N)    108 35 10.     (W)     SCALED    
 TK0547* NAVD 88     -       984.638  (meters)    3230.43   (feet)  POSTED    
 TK0547  ___________________________________________________________________
 TK0547  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0547  DYNAMIC HT  -         984.740 (meters)    3230.77  (feet)  COMP
 TK0547  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 TK0547
 TK0547  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 TK0547
 TK0547.The horizontal coordinates were scaled from a topographic map and have
 TK0547.an estimated accuracy of +/- 6 seconds.
 TK0547
 TK0547.The orthometric height was determined by differential leveling
 TK0547.and adjusted by the National Geodetic Survey in 1992..
 TK0547.No vertical observational check was made to the station.
 TK0547.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TK0547.was located on a no-check spur therefore a value was not computed.
 TK0547
 TK0547.The geoid height was determined by GEOID03.
 TK0547
 TK0547.The dynamic height is computed by dividing the NAVD 88
 TK0547.geopotential number by the normal gravity value computed on the
 TK0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0547.degrees latitude (g = 980.6199 gals.).
 TK0547
 TK0547.The modeled gravity was interpolated from observed gravity values.
 TK0547
 TK0547;                    North         East    Units  Estimated Accuracy
 TK0547;SPC MT       -   494,810.      667,260.      MT  (+/- 180 meters Scaled)
 TK0547
 TK0547                          SUPERSEDED SURVEY CONTROL
 TK0547
 TK0547.No superseded survey control is available for this station.
 TK0547
 TK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU776968(NAD 83)
 TK0547_MARKER: DB = BENCH MARK DISK
 TK0547_SETTING: 0 = UNSPECIFIED SETTING
 TK0547_STAMPING: 3226
 TK0547_MARK LOGO: USGS  
 TK0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0547
 TK0547  HISTORY     - Date     Condition        Report By
 TK0547  HISTORY     - 1939     MONUMENTED       USGS
 TK0547  HISTORY     - 1979     GOOD             USGS
 TK0547
 TK0547                          STATION DESCRIPTION
 TK0547
 TK0547'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0547'24.8 KM (15.40 MI) NORTH FROM HARLEM.
 TK0547'15.2 MILES NORTHEAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN
 TK0547'HARLEM ALONG HIGHWAY 241 TO A GRAVEL T - ROAD NORTH KNOWN AS WING
 TK0547'ROAD, THENCE 0.15 MILES NORTH ALONG WING ROAD, ABOUT 135 FEET EAST OF
 TK0547'THE ROAD CENTERLINE, NEAR THE NORTHEAST CORNER OF SECTION 21, T34N,
 TK0547'R24E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0108 ***********************************************************************
 RV0108  DESIGNATION -  3227
 RV0108  PID         -  RV0108
 RV0108  STATE/COUNTY-  MT/MUSSELSHELL
 RV0108  USGS QUAD   -  ROUNDUP (1979)
 RV0108
 RV0108                         *CURRENT SURVEY CONTROL
 RV0108  ___________________________________________________________________
 RV0108* NAD 83(1986)-  46 26 49.     (N)    108 32 36.     (W)     SCALED    
 RV0108* NAVD 88     -       984.199  (meters)    3228.99   (feet)  ADJUSTED  
 RV0108  ___________________________________________________________________
 RV0108  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 RV0108  DYNAMIC HT  -         984.069 (meters)    3228.57  (feet)  COMP
 RV0108  MODELED GRAV-     980,448.8   (mgal)                       NAVD 88
 RV0108
 RV0108  VERT ORDER  -  SECOND    CLASS 0
 RV0108
 RV0108.The horizontal coordinates were scaled from a topographic map and have
 RV0108.an estimated accuracy of +/- 6 seconds.
 RV0108
 RV0108.The orthometric height was determined by differential leveling
 RV0108.and adjusted by the National Geodetic Survey in June 1991..
 RV0108
 RV0108.The geoid height was determined by GEOID03.
 RV0108
 RV0108.The dynamic height is computed by dividing the NAVD 88
 RV0108.geopotential number by the normal gravity value computed on the
 RV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0108.degrees latitude (g = 980.6199 gals.).
 RV0108
 RV0108.The modeled gravity was interpolated from observed gravity values.
 RV0108
 RV0108;                    North         East    Units  Estimated Accuracy
 RV0108;SPC MT       -   244,580.      673,470.      MT  (+/- 180 meters Scaled)
 RV0108
 RV0108                          SUPERSEDED SURVEY CONTROL
 RV0108
 RV0108  NGVD 29 (??/??/92)  983.438  (m)         3226.50   (f) ADJ UNCH    2 0
 RV0108
 RV0108.Superseded values are not recommended for survey control.
 RV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0108.See file dsdata.txt to determine how the superseded data were derived.
 RV0108
 RV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS886466(NAD 83)
 RV0108_MARKER: P = PIPE CAP
 RV0108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0108_STAMPING: 3227 1916
 RV0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0108
 RV0108  HISTORY     - Date     Condition        Report By
 RV0108  HISTORY     - 1916     MONUMENTED       USGS
 RV0108  HISTORY     - 1944     GOOD             NGS
 RV0108
 RV0108                          STATION DESCRIPTION
 RV0108
 RV0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RV0108'IN ROUNDUP.
 RV0108'AT ROUNDUP, MUSSELSHELL COUNTY, AT THE INTERSECTION OF FIRST STREET
 RV0108'WEST AND FIFTHE AVENUE EAST, AT THE SOUTHEAST CORNER OF THE OLD PUBLIC
 RV0108'SCHOOL GROUNDS, AND NEAR THE SIDEWALK OF FIFTH AVENUE EAST.  A UNITED
 RV0108'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3227 1916 AND RIVETED
 RV0108'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0399 ***********************************************************************
 QW0399  DESIGNATION -  3228.72
 QW0399  PID         -  QW0399
 QW0399  STATE/COUNTY-  MT/YELLOWSTONE
 QW0399  USGS QUAD   -  BILLINGS WEST (1975)
 QW0399
 QW0399                         *CURRENT SURVEY CONTROL
 QW0399  ___________________________________________________________________
 QW0399* NAD 83(1986)-  45 47 46.     (N)    108 31 04.     (W)     SCALED    
 QW0399* NAVD 88     -       984.697  (meters)    3230.63   (feet)  ADJUSTED  
 QW0399  ___________________________________________________________________
 QW0399  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 QW0399  DYNAMIC HT  -         984.487 (meters)    3229.94  (feet)  COMP
 QW0399  MODELED GRAV-     980,368.9   (mgal)                       NAVD 88
 QW0399
 QW0399  VERT ORDER  -  FIRST     CLASS II
 QW0399
 QW0399.The horizontal coordinates were scaled from a topographic map and have
 QW0399.an estimated accuracy of +/- 6 seconds.
 QW0399
 QW0399.The orthometric height was determined by differential leveling
 QW0399.and adjusted by the National Geodetic Survey in June 1991..
 QW0399
 QW0399.The geoid height was determined by GEOID03.
 QW0399
 QW0399.The dynamic height is computed by dividing the NAVD 88
 QW0399.geopotential number by the normal gravity value computed on the
 QW0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0399.degrees latitude (g = 980.6199 gals.).
 QW0399
 QW0399.The modeled gravity was interpolated from observed gravity values.
 QW0399
 QW0399;                    North         East    Units  Estimated Accuracy
 QW0399;SPC MT       -   172,300.      676,330.      MT  (+/- 180 meters Scaled)
 QW0399
 QW0399                          SUPERSEDED SURVEY CONTROL
 QW0399
 QW0399.No superseded survey control is available for this station.
 QW0399
 QW0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR929743(NAD 83)
 QW0399_MARKER: DB = BENCH MARK DISK
 QW0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0399_SP_SET: CONCRETE POST
 QW0399_STAMPING: 3228.72
 QW0399_MARK LOGO: MTDH  
 QW0399_PROJECTION: PROJECTING 75 CENTIMETERS
 QW0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0399+STABILITY: SURFACE MOTION
 QW0399
 QW0399  HISTORY     - Date     Condition        Report By
 QW0399  HISTORY     - UNK      MONUMENTED       MTDH
 QW0399  HISTORY     - 1981     GOOD             NGS
 QW0399
 QW0399                          STATION DESCRIPTION
 QW0399
 QW0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0399'IN BILLINGS.
 QW0399'IN BILLINGS, AT THE BILLINGS BENCH WATER ASSOCIATION CANAL CROSSING OF
 QW0399'27TH STREET NORTH, 35.7 METERS (117.0 FT) SOUTHEAST OF THE CENTER OF
 QW0399'MOUNTAIN VIEW BOULEVARD, 13.7 METERS (44.9 FT) SOUTHEAST OF THE CENTER
 QW0399'OF THE CANAL, 11.5 METERS (37.8 FT) SOUTHWEST OF THE CENTERLINE OF
 QW0399'27TH STREET NORTH, AND 0.5 METER (1.6 FT) SOUTHEAST OF A SIGN AND POST
 QW0399'(NO PARKING ANYTIME).
 QW0399'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0088 ***********************************************************************
 RV0088  DESIGNATION -  3231
 RV0088  PID         -  RV0088
 RV0088  STATE/COUNTY-  MT/MUSSELSHELL
 RV0088  USGS QUAD   -  ROUNDUP (1979)
 RV0088
 RV0088                         *CURRENT SURVEY CONTROL
 RV0088  ___________________________________________________________________
 RV0088* NAD 83(1986)-  46 23 58.     (N)    108 36 11.     (W)     SCALED    
 RV0088* NAVD 88     -       985.415  (meters)    3232.98   (feet)  ADJUSTED  
 RV0088  ___________________________________________________________________
 RV0088  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RV0088  DYNAMIC HT  -         985.279 (meters)    3232.54  (feet)  COMP
 RV0088  MODELED GRAV-     980,442.2   (mgal)                       NAVD 88
 RV0088
 RV0088  VERT ORDER  -  SECOND    CLASS 0
 RV0088
 RV0088.The horizontal coordinates were scaled from a topographic map and have
 RV0088.an estimated accuracy of +/- 6 seconds.
 RV0088
 RV0088.The orthometric height was determined by differential leveling
 RV0088.and adjusted by the National Geodetic Survey in June 1991..
 RV0088
 RV0088.The geoid height was determined by GEOID03.
 RV0088
 RV0088.The dynamic height is computed by dividing the NAVD 88
 RV0088.geopotential number by the normal gravity value computed on the
 RV0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0088.degrees latitude (g = 980.6199 gals.).
 RV0088
 RV0088.The modeled gravity was interpolated from observed gravity values.
 RV0088
 RV0088;                    North         East    Units  Estimated Accuracy
 RV0088;SPC MT       -   239,250.      668,940.      MT  (+/- 180 meters Scaled)
 RV0088
 RV0088                          SUPERSEDED SURVEY CONTROL
 RV0088
 RV0088  NGVD 29 (??/??/92)  984.641  (m)         3230.44   (f) ADJ UNCH    2 0
 RV0088
 RV0088.Superseded values are not recommended for survey control.
 RV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0088.See file dsdata.txt to determine how the superseded data were derived.
 RV0088
 RV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS842412(NAD 83)
 RV0088_MARKER: DD = SURVEY DISK
 RV0088_SETTING: 66 = SET IN ROCK OUTCROP
 RV0088_SP_SET: SANDSTONE ROCK
 RV0088_STAMPING: 3231 1916
 RV0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0088+STABILITY: POSITION/ELEVATION WELL
 RV0088
 RV0088  HISTORY     - Date     Condition        Report By
 RV0088  HISTORY     - 1916     MONUMENTED       USGS
 RV0088
 RV0088                          STATION DESCRIPTION
 RV0088
 RV0088'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0088'4.8 MI SW FROM ROUNDUP.
 RV0088'4.8 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0088'RAILROAD FROM THE STATION AT ROUNDUP, MUSSELSHELL COUNTY, 4-1/4 POLES
 RV0088'WEST OF MILEPOST 1270, AT THE BASE OF A SANDSTONE CLIFF, 40 FEET
 RV0088'NORTHWEST OF THE TRACK, AND IN THE TOP OF A BIG SANDSTONE ROCK AT THE
 RV0088'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 RV0088'STAMPED 3231 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0484 ***********************************************************************
 QW0484  DESIGNATION -  3231
 QW0484  PID         -  QW0484
 QW0484  STATE/COUNTY-  MT/GALLATIN
 QW0484  USGS QUAD   -  RATTLESNAKE BUTTE (1975)
 QW0484
 QW0484                         *CURRENT SURVEY CONTROL
 QW0484  ___________________________________________________________________
 QW0484* NAD 83(1986)-  45 59 14.     (N)    108 28 05.     (W)     SCALED    
 QW0484* NAVD 88     -       985.399  (meters)    3232.93   (feet)  ADJUSTED  
 QW0484  ___________________________________________________________________
 QW0484  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 QW0484  DYNAMIC HT  -         985.222 (meters)    3232.35  (feet)  COMP
 QW0484  MODELED GRAV-     980,402.3   (mgal)                       NAVD 88
 QW0484
 QW0484  VERT ORDER  -  SECOND    CLASS 0
 QW0484
 QW0484.The horizontal coordinates were scaled from a topographic map and have
 QW0484.an estimated accuracy of +/- 6 seconds.
 QW0484
 QW0484.The orthometric height was determined by differential leveling
 QW0484.and adjusted by the National Geodetic Survey in June 1991..
 QW0484
 QW0484.The geoid height was determined by GEOID03.
 QW0484
 QW0484.The dynamic height is computed by dividing the NAVD 88
 QW0484.geopotential number by the normal gravity value computed on the
 QW0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0484.degrees latitude (g = 980.6199 gals.).
 QW0484
 QW0484.The modeled gravity was interpolated from observed gravity values.
 QW0484
 QW0484;                    North         East    Units  Estimated Accuracy
 QW0484;SPC MT       -   193,590.      679,920.      MT  (+/- 180 meters Scaled)
 QW0484
 QW0484                          SUPERSEDED SURVEY CONTROL
 QW0484
 QW0484  NGVD 29 (??/??/92)  984.65   (m)         3230.5    (f) COMPUTED    2 0
 QW0484
 QW0484.Superseded values are not recommended for survey control.
 QW0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0484.See file dsdata.txt to determine how the superseded data were derived.
 QW0484
 QW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR960957(NAD 83)
 QW0484_MARKER: P = PIPE CAP
 QW0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0484_STAMPING: 3231 1916
 QW0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0484
 QW0484  HISTORY     - Date     Condition        Report By
 QW0484  HISTORY     - 1916     MONUMENTED       USGS
 QW0484
 QW0484                          STATION DESCRIPTION
 QW0484
 QW0484'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 QW0484'14.1 MI S FROM THIRTY MILE INN.
 QW0484'IN YELLOWSTONE COUNTY, 14.1 MILES SOUTH ALONG U. S. HIGHWAY 87 FROM
 QW0484'THIRTY MILE INN, MUSSELSHELL COUNTY, 70 FEET WEST OF A GROUP OF MAIL
 QW0484'BOXES, 12 FEET NORTH OF THE CENTERLINE OF A CROSS ROAD, AND 24 FEET
 QW0484'WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 QW0484'SURVEY STANDARD CAP, STAMPED 3231 1916 AND RIVETED ON THE TOP OF A
 QW0484'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0090 ***********************************************************************
 RV0090  DESIGNATION -  3260
 RV0090  PID         -  RV0090
 RV0090  STATE/COUNTY-  MT/MUSSELSHELL
 RV0090  USGS QUAD   -  ELSO (1979)
 RV0090
 RV0090                         *CURRENT SURVEY CONTROL
 RV0090  ___________________________________________________________________
 RV0090* NAD 83(1986)-  46 21 58.     (N)    108 39 07.     (W)     SCALED    
 RV0090* NAVD 88     -       994.265  (meters)    3262.02   (feet)  ADJUSTED  
 RV0090  ___________________________________________________________________
 RV0090  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RV0090  DYNAMIC HT  -         994.121 (meters)    3261.55  (feet)  COMP
 RV0090  MODELED GRAV-     980,436.3   (mgal)                       NAVD 88
 RV0090
 RV0090  VERT ORDER  -  SECOND    CLASS 0
 RV0090
 RV0090.The horizontal coordinates were scaled from a topographic map and have
 RV0090.an estimated accuracy of +/- 6 seconds.
 RV0090
 RV0090.The orthometric height was determined by differential leveling
 RV0090.and adjusted by the National Geodetic Survey in June 1991..
 RV0090
 RV0090.The geoid height was determined by GEOID03.
 RV0090
 RV0090.The dynamic height is computed by dividing the NAVD 88
 RV0090.geopotential number by the normal gravity value computed on the
 RV0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0090.degrees latitude (g = 980.6199 gals.).
 RV0090
 RV0090.The modeled gravity was interpolated from observed gravity values.
 RV0090
 RV0090;                    North         East    Units  Estimated Accuracy
 RV0090;SPC MT       -   235,510.      665,220.      MT  (+/- 180 meters Scaled)
 RV0090
 RV0090                          SUPERSEDED SURVEY CONTROL
 RV0090
 RV0090  NGVD 29 (??/??/92)  993.479  (m)         3259.44   (f) ADJ UNCH    2 0
 RV0090
 RV0090.Superseded values are not recommended for survey control.
 RV0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0090.See file dsdata.txt to determine how the superseded data were derived.
 RV0090
 RV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS806374(NAD 83)
 RV0090_MARKER: DD = SURVEY DISK
 RV0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0090_SP_SET: CONCRETE BASE
 RV0090_STAMPING: 3260 1916
 RV0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0090
 RV0090  HISTORY     - Date     Condition        Report By
 RV0090  HISTORY     - 1916     MONUMENTED       USGS
 RV0090
 RV0090                          STATION DESCRIPTION
 RV0090
 RV0090'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0090'1.8 MI NE FROM ELSO.
 RV0090'1.8 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0090'RAILROAD FROM THE STATION AT ELSO, MUSSELSHELL COUNTY, AT THE ENTRANCE
 RV0090'TO THE HALEY RANCH, IN THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST
 RV0090'CONCRETE GATEPOST, 21 FEET SOUTHEAST OF THE CROSS ROAD TO THE
 RV0090'RANCHHOUSE YARD, AND 78 FEET SOUTHEAST OF THE TRACK.  A UNITED STATES
 RV0090'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3260 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0216 ***********************************************************************
 TN0216  DESIGNATION -  3266
 TN0216  PID         -  TN0216
 TN0216  STATE/COUNTY-  MT/FLATHEAD
 TN0216  USGS QUAD   -  BULL LAKE (1983)
 TN0216
 TN0216                         *CURRENT SURVEY CONTROL
 TN0216  ___________________________________________________________________
 TN0216* NAD 83(1986)-  48 38 32.     (N)    114 43 41.     (W)     SCALED    
 TN0216* NAVD 88     -       993.240  (meters)    3258.65   (feet)  ADJUSTED  
 TN0216  ___________________________________________________________________
 TN0216  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 TN0216  DYNAMIC HT  -         993.248 (meters)    3258.68  (feet)  COMP
 TN0216  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 TN0216
 TN0216  VERT ORDER  -  FIRST     CLASS II
 TN0216
 TN0216.The horizontal coordinates were scaled from a topographic map and have
 TN0216.an estimated accuracy of +/- 6 seconds.
 TN0216
 TN0216.The orthometric height was determined by differential leveling
 TN0216.and adjusted by the National Geodetic Survey in June 1991..
 TN0216
 TN0216.The geoid height was determined by GEOID03.
 TN0216
 TN0216.The dynamic height is computed by dividing the NAVD 88
 TN0216.geopotential number by the normal gravity value computed on the
 TN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0216.degrees latitude (g = 980.6199 gals.).
 TN0216
 TN0216.The modeled gravity was interpolated from observed gravity values.
 TN0216
 TN0216;                    North         East    Units  Estimated Accuracy
 TN0216;SPC MT       -   500,940.      215,080.      MT  (+/- 180 meters Scaled)
 TN0216
 TN0216                          SUPERSEDED SURVEY CONTROL
 TN0216
 TN0216  NGVD 29 (??/??/92)  991.989  (m)         3254.55   (f) ADJ UNCH    1 2
 TN0216
 TN0216.Superseded values are not recommended for survey control.
 TN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0216.See file dsdata.txt to determine how the superseded data were derived.
 TN0216
 TN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP673901(NAD 83)
 TN0216_MARKER: DD = SURVEY DISK
 TN0216_SETTING: 66 = SET IN ROCK OUTCROP
 TN0216_SP_SET: ROCK CLIFF
 TN0216_STAMPING: 3266
 TN0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0216+STABILITY: POSITION/ELEVATION WELL
 TN0216
 TN0216  HISTORY     - Date     Condition        Report By
 TN0216  HISTORY     - UNK      MONUMENTED       USGS
 TN0216  HISTORY     - 1946     MARK NOT FOUND   NGS
 TN0216
 TN0216                          STATION DESCRIPTION
 TN0216
 TN0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0216'3.3 MI SE FROM STRYKER.
 TN0216'IN FLATHEAD COUNTY, 3.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 TN0216'RAILWAY FROM THE STATION AT STRYKER, LINCOLN COUNTY, 860 FEET
 TN0216'NORTHWEST OF MILEPOST 1246 AND SEMAPHORES 1246.0 AND 1246.1, 8 FEET
 TN0216'NORTHEAST OF THE TRACK, AND IN AN ISOLATED ROCK CLIFF.  A UNITED
 TN0216'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3266.  NOTE-- IT WAS
 TN0216'REPORTED AT THAT TIME THAT THERE APPEARS TO HAVE BEEN A ROCK SLIDE IN
 TN0216'THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0042 ***********************************************************************
 RY0042  DESIGNATION -  3271
 RY0042  PID         -  RY0042
 RY0042  STATE/COUNTY-  MT/RAVALLI
 RY0042  USGS QUAD   -  FLORENCE (1967)
 RY0042
 RY0042                         *CURRENT SURVEY CONTROL
 RY0042  ___________________________________________________________________
 RY0042* NAD 83(1986)-  46 37 54.     (N)    114 04 46.     (W)     SCALED    
 RY0042* NAVD 88     -       997.570  (meters)    3272.86   (feet)  ADJUSTED  
 RY0042  ___________________________________________________________________
 RY0042  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RY0042  DYNAMIC HT  -         997.381 (meters)    3272.24  (feet)  COMP
 RY0042  MODELED GRAV-     980,392.2   (mgal)                       NAVD 88
 RY0042
 RY0042  VERT ORDER  -  FIRST     CLASS II
 RY0042
 RY0042.The horizontal coordinates were scaled from a topographic map and have
 RY0042.an estimated accuracy of +/- 6 seconds.
 RY0042
 RY0042.The orthometric height was determined by differential leveling
 RY0042.and adjusted by the National Geodetic Survey in June 1991..
 RY0042
 RY0042.The geoid height was determined by GEOID03.
 RY0042
 RY0042.The dynamic height is computed by dividing the NAVD 88
 RY0042.geopotential number by the normal gravity value computed on the
 RY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0042.degrees latitude (g = 980.6199 gals.).
 RY0042
 RY0042.The modeled gravity was interpolated from observed gravity values.
 RY0042
 RY0042;                    North         East    Units  Estimated Accuracy
 RY0042;SPC MT       -   274,900.      249,720.      MT  (+/- 180 meters Scaled)
 RY0042
 RY0042                          SUPERSEDED SURVEY CONTROL
 RY0042
 RY0042  NGVD 29 (??/??/92)  996.493  (m)         3269.33   (f) ADJ UNCH    1 2
 RY0042
 RY0042.Superseded values are not recommended for survey control.
 RY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0042.See file dsdata.txt to determine how the superseded data were derived.
 RY0042
 RY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM235683(NAD 83)
 RY0042_MARKER: P = PIPE CAP
 RY0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0042_STAMPING: 3269.406
 RY0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0042
 RY0042  HISTORY     - Date     Condition        Report By
 RY0042  HISTORY     - UNK      MONUMENTED       USGS
 RY0042  HISTORY     - 1935     POOR             NGS
 RY0042
 RY0042                          STATION DESCRIPTION
 RY0042
 RY0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0042'9.3 MI N FROM STEVENSVILLE.
 RY0042'9.3 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0042'STEVENSVILLE, AT FLORENCE, 300 FEET WEST OF THE TRACK, 85 FEET SOUTH
 RY0042'OF A FORMER SCHOOLHOUSE FOUNDATION, AND 60 FEET NORTH OF A COUNTY
 RY0042'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 RY0042'3269.406 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE--
 RY0042'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0033 ***********************************************************************
 RV0033  DESIGNATION -  3277
 RV0033  PID         -  RV0033
 RV0033  STATE/COUNTY-  MT/YELLOWSTONE
 RV0033  USGS QUAD   -  NORTH FORK CROOKED CREEK EAST (1980)
 RV0033
 RV0033                         *CURRENT SURVEY CONTROL
 RV0033  ___________________________________________________________________
 RV0033* NAD 83(1986)-  46 01 45.     (N)    108 28 04.     (W)     SCALED    
 RV0033* NAVD 88     -       999.662  (meters)    3279.72   (feet)  ADJUSTED  
 RV0033  ___________________________________________________________________
 RV0033  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 RV0033  DYNAMIC HT  -         999.487 (meters)    3279.15  (feet)  COMP
 RV0033  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 RV0033
 RV0033  VERT ORDER  -  SECOND    CLASS 0
 RV0033
 RV0033.The horizontal coordinates were scaled from a topographic map and have
 RV0033.an estimated accuracy of +/- 6 seconds.
 RV0033
 RV0033.The orthometric height was determined by differential leveling
 RV0033.and adjusted by the National Geodetic Survey in June 1991..
 RV0033
 RV0033.The geoid height was determined by GEOID03.
 RV0033
 RV0033.The dynamic height is computed by dividing the NAVD 88
 RV0033.geopotential number by the normal gravity value computed on the
 RV0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0033.degrees latitude (g = 980.6199 gals.).
 RV0033
 RV0033.The modeled gravity was interpolated from observed gravity values.
 RV0033
 RV0033;                    North         East    Units  Estimated Accuracy
 RV0033;SPC MT       -   198,250.      679,880.      MT  (+/- 180 meters Scaled)
 RV0033
 RV0033                          SUPERSEDED SURVEY CONTROL
 RV0033
 RV0033  NGVD 29 (??/??/92)  998.899  (m)         3277.22   (f) ADJ UNCH    2 0
 RV0033
 RV0033.Superseded values are not recommended for survey control.
 RV0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0033.See file dsdata.txt to determine how the superseded data were derived.
 RV0033
 RV0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS959004(NAD 83)
 RV0033_MARKER: P = PIPE CAP
 RV0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0033_STAMPING: 3277 1916
 RV0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0033
 RV0033  HISTORY     - Date     Condition        Report By
 RV0033  HISTORY     - 1916     MONUMENTED       USGS
 RV0033  HISTORY     - 1943     POOR             NGS
 RV0033
 RV0033                          STATION DESCRIPTION
 RV0033
 RV0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RV0033'11.2 MI S FROM THIRTY MILE INN.
 RV0033'IN YELLOWSTONE COUNTY, 11.2 MILES SOUTH ALONG U. S. HIGHWAY 87 FROM
 RV0033'THIRTY MILE INN, MUSSELSHELL COUNTY, NEAR THE NORTHEAST CORNER OF SEC.
 RV0033'10, 500 FEET SOUTH OF A CROSS ROAD, AT THE EDGE OF A CUT, AND 24 FEET
 RV0033'WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 RV0033'SURVEY STANDARD CAP, STAMPED 3277 1916 AND RIVETED ON THE TOP OF A
 RV0033'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0099 ***********************************************************************
 TM0099  DESIGNATION -  3282
 TM0099  PID         -  TM0099
 TM0099  STATE/COUNTY-  MT/FLATHEAD
 TM0099  USGS QUAD   -  NYACK (1994)
 TM0099
 TM0099                         *CURRENT SURVEY CONTROL
 TM0099  ___________________________________________________________________
 TM0099* NAD 83(1986)-  48 29 10.     (N)    113 51 03.     (W)     SCALED    
 TM0099* NAVD 88     -      1004.507  (meters)    3295.62   (feet)  ADJUSTED  
 TM0099  ___________________________________________________________________
 TM0099  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 TM0099  DYNAMIC HT  -        1004.484 (meters)    3295.54  (feet)  COMP
 TM0099  MODELED GRAV-     980,554.8   (mgal)                       NAVD 88
 TM0099
 TM0099  VERT ORDER  -  FIRST     CLASS II
 TM0099
 TM0099.The horizontal coordinates were scaled from a topographic map and have
 TM0099.an estimated accuracy of +/- 6 seconds.
 TM0099
 TM0099.The orthometric height was determined by differential leveling
 TM0099.and adjusted by the National Geodetic Survey in June 1991..
 TM0099
 TM0099.The geoid height was determined by GEOID03.
 TM0099
 TM0099.The dynamic height is computed by dividing the NAVD 88
 TM0099.geopotential number by the normal gravity value computed on the
 TM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0099.degrees latitude (g = 980.6199 gals.).
 TM0099
 TM0099.The modeled gravity was interpolated from observed gravity values.
 TM0099
 TM0099;                    North         East    Units  Estimated Accuracy
 TM0099;SPC MT       -   479,660.      278,630.      MT  (+/- 180 meters Scaled)
 TM0099
 TM0099                          SUPERSEDED SURVEY CONTROL
 TM0099
 TM0099  NGVD 29 (??/??/92) 1003.315  (m)         3291.71   (f) ADJ UNCH    1 2
 TM0099
 TM0099.Superseded values are not recommended for survey control.
 TM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0099.See file dsdata.txt to determine how the superseded data were derived.
 TM0099
 TM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU893742(NAD 83)
 TM0099_MARKER: B = BOLT
 TM0099_SETTING: 66 = SET IN ROCK OUTCROP
 TM0099_SP_SET: OUTCROP
 TM0099_STAMPING: 3282 GN
 TM0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0099+STABILITY: POSITION/ELEVATION WELL
 TM0099
 TM0099  HISTORY     - Date     Condition        Report By
 TM0099  HISTORY     - UNK      MONUMENTED       USGS
 TM0099  HISTORY     - 1933     GOOD             NGS
 TM0099
 TM0099                          STATION DESCRIPTION
 TM0099
 TM0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TM0099'3.9 MI NW FROM RED EAGLE.
 TM0099'3.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0099'AT RED EAGLE (NYACK POST OFFICE), FLATHEAD COUNTY, OPPOSITE MILEPOST
 TM0099'1189, 105 FEET SOUTHEAST OF TWO 10-INCH IRON PIPES USED AS
 TM0099'SIGNAL-DEVICE CONTAINERS, 7 FEET 7 INCHES SOUTHWEST OF THE TRACK, AND
 TM0099'IN THE TOP OF A ROCK OUTCROP AT THE FOOT OF A ROCK LEDGE.  THE TOP OF
 TM0099'A TRACK BOLT, STAMPED 3282 GN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0695 ***********************************************************************
 RX0695  DESIGNATION -  3288
 RX0695  PID         -  RX0695
 RX0695  STATE/COUNTY-  MT/MISSOULA
 RX0695  USGS QUAD   -  BLUE POINT (1976)
 RX0695
 RX0695                         *CURRENT SURVEY CONTROL
 RX0695  ___________________________________________________________________
 RX0695* NAD 83(1986)-  46 53 26.     (N)    113 50 01.     (W)     SCALED    
 RX0695* NAVD 88     -      1002.850  (meters)    3290.18   (feet)  ADJUSTED  
 RX0695  ___________________________________________________________________
 RX0695  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 RX0695  DYNAMIC HT  -        1002.689 (meters)    3289.66  (feet)  COMP
 RX0695  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 RX0695
 RX0695  VERT ORDER  -  SECOND    CLASS 0
 RX0695
 RX0695.The horizontal coordinates were scaled from a topographic map and have
 RX0695.an estimated accuracy of +/- 6 seconds.
 RX0695
 RX0695.The orthometric height was determined by differential leveling
 RX0695.and adjusted by the National Geodetic Survey in June 1991..
 RX0695
 RX0695.The geoid height was determined by GEOID03.
 RX0695
 RX0695.The dynamic height is computed by dividing the NAVD 88
 RX0695.geopotential number by the normal gravity value computed on the
 RX0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0695.degrees latitude (g = 980.6199 gals.).
 RX0695
 RX0695.The modeled gravity was interpolated from observed gravity values.
 RX0695
 RX0695;                    North         East    Units  Estimated Accuracy
 RX0695;SPC MT       -   302,550.      270,100.      MT  (+/- 180 meters Scaled)
 RX0695
 RX0695                          SUPERSEDED SURVEY CONTROL
 RX0695
 RX0695  NGVD 29 (??/??/92) 1001.766  (m)         3286.63   (f) ADJ UNCH    2 0
 RX0695
 RX0695.Superseded values are not recommended for survey control.
 RX0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0695.See file dsdata.txt to determine how the superseded data were derived.
 RX0695
 RX0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS841969(NAD 83)
 RX0695_MARKER: P = PIPE CAP
 RX0695_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0695_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0695_STAMPING: 3288 MSLA
 RX0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0695
 RX0695  HISTORY     - Date     Condition        Report By
 RX0695  HISTORY     - UNK      MONUMENTED       USGS
 RX0695  HISTORY     - 1934     GOOD             NGS
 RX0695
 RX0695                          STATION DESCRIPTION
 RX0695
 RX0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0695'3.2 MI E FROM MILLTOWN.
 RX0695'3.2 MILES EAST ALONG STATE HIGHWAY 20 FROM MILLTOWN, MISSOULA COUNTY,
 RX0695'AT THE NORTH END OF A COUNTY BRIDGE OVER BIG BLACKFOOT RIVER, AND 15
 RX0695'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 RX0695'GEOLOGICAL SURVEY STANDARD CAP STAMPED 3288 MSLA AND RIVETED ON THE
 RX0695'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1029 ***********************************************************************
 SS1029  DESIGNATION -  33 RDS
 SS1029  PID         -  SS1029
 SS1029  STATE/COUNTY-  MT/CASCADE
 SS1029  USGS QUAD   -  SIMMS (1983)
 SS1029
 SS1029                         *CURRENT SURVEY CONTROL
 SS1029  ___________________________________________________________________
 SS1029* NAD 83(1986)-  47 27 56.     (N)    111 58 29.     (W)     SCALED    
 SS1029* NAVD 88     -      1172.341  (meters)    3846.26   (feet)  ADJUSTED  
 SS1029  ___________________________________________________________________
 SS1029  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 SS1029  DYNAMIC HT  -        1172.215 (meters)    3845.84  (feet)  COMP
 SS1029  MODELED GRAV-     980,465.2   (mgal)                       NAVD 88
 SS1029
 SS1029  VERT ORDER  -  SECOND    CLASS 0
 SS1029
 SS1029.The horizontal coordinates were scaled from a topographic map and have
 SS1029.an estimated accuracy of +/- 6 seconds.
 SS1029
 SS1029.The orthometric height was determined by differential leveling
 SS1029.and adjusted by the National Geodetic Survey in June 1991..
 SS1029
 SS1029.The geoid height was determined by GEOID03.
 SS1029
 SS1029.The dynamic height is computed by dividing the NAVD 88
 SS1029.geopotential number by the normal gravity value computed on the
 SS1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1029.degrees latitude (g = 980.6199 gals.).
 SS1029
 SS1029.The modeled gravity was interpolated from observed gravity values.
 SS1029
 SS1029;                    North         East    Units  Estimated Accuracy
 SS1029;SPC MT       -   360,250.      413,560.      MT  (+/- 180 meters Scaled)
 SS1029
 SS1029                          SUPERSEDED SURVEY CONTROL
 SS1029
 SS1029  NGVD 29 (??/??/92) 1171.375  (m)         3843.09   (f) ADJ UNCH    2 0
 SS1029
 SS1029.Superseded values are not recommended for survey control.
 SS1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1029.See file dsdata.txt to determine how the superseded data were derived.
 SS1029
 SS1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT265573(NAD 83)
 SS1029_MARKER: DD = SURVEY DISK
 SS1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1029_STAMPING: 33 RDS 1957
 SS1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1029+STABILITY: SURFACE MOTION
 SS1029
 SS1029  HISTORY     - Date     Condition        Report By
 SS1029  HISTORY     - 1957     MONUMENTED       USGS
 SS1029  HISTORY     - 1961     GOOD             NGS
 SS1029
 SS1029                          STATION DESCRIPTION
 SS1029
 SS1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1029'2.8 MI SW FROM SIMMS.
 SS1029'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1029'HIGHWAY 21 AT SIMMS, AT THE INTERSECTION OF A COUNTY ROAD, 70 1/2 FEET
 SS1029'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 171 1/2 FEET
 SS1029'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING WEST-NORTHWEST,
 SS1029'1.0 FOOT SOUTHEAST OF A FENCE, 1.7 FEET WEST-NORTHWEST OF A WITNESS
 SS1029'POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SS1029'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0558 ***********************************************************************
 TK0558  DESIGNATION -  33 REB
 TK0558  PID         -  TK0558
 TK0558  STATE/COUNTY-  MT/BLAINE
 TK0558  USGS QUAD   -  TURNER (1984)
 TK0558
 TK0558                         *CURRENT SURVEY CONTROL
 TK0558  ___________________________________________________________________
 TK0558* NAD 83(1986)-  48 47 35.     (N)    108 26 00.     (W)     SCALED    
 TK0558* NAVD 88     -       934.803  (meters)    3066.93   (feet)  POSTED    
 TK0558  ___________________________________________________________________
 TK0558  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TK0558  DYNAMIC HT  -         934.910 (meters)    3067.28  (feet)  COMP
 TK0558  MODELED GRAV-     980,689.1   (mgal)                       NAVD 88
 TK0558
 TK0558  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0558
 TK0558.The horizontal coordinates were scaled from a topographic map and have
 TK0558.an estimated accuracy of +/- 6 seconds.
 TK0558
 TK0558.The orthometric height was determined by differential leveling
 TK0558.and adjusted by the National Geodetic Survey in 1992..
 TK0558.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0558.rate of 0.0 thru 1.0 mm/km.
 TK0558
 TK0558.The geoid height was determined by GEOID03.
 TK0558
 TK0558.The dynamic height is computed by dividing the NAVD 88
 TK0558.geopotential number by the normal gravity value computed on the
 TK0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0558.degrees latitude (g = 980.6199 gals.).
 TK0558
 TK0558.The modeled gravity was interpolated from observed gravity values.
 TK0558
 TK0558;                    North         East    Units  Estimated Accuracy
 TK0558;SPC MT       -   505,390.      678,360.      MT  (+/- 180 meters Scaled)
 TK0558
 TK0558                          SUPERSEDED SURVEY CONTROL
 TK0558
 TK0558.No superseded survey control is available for this station.
 TK0558
 TK0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV885076(NAD 83)
 TK0558_MARKER: DB = BENCH MARK DISK
 TK0558_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0558+WITH SETTING: INFORMATION.
 TK0558_SP_SET: SHALLOW-SET METAL ROD
 TK0558_STAMPING: 33 REB 1979
 TK0558_MARK LOGO: USGS  
 TK0558_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0558_ROD/PIPE-DEPTH: 1.68 meters
 TK0558
 TK0558  HISTORY     - Date     Condition        Report By
 TK0558  HISTORY     - 1979     MONUMENTED       USGS
 TK0558
 TK0558                          STATION DESCRIPTION
 TK0558
 TK0558'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0558'7.4 KM (4.60 MI) SW FROM TURNER.
 TK0558'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0558'THENCE 4.5 MILES WEST AND SOUTH ALONG HIGHWAY 241, NEAR THE WEST 1/4
 TK0558'CORNER OF SECTION 14, T35N, R25E, ABOUT 170 FEET NORTH OF A T - ROAD
 TK0558'WEST TO AN ABANDONED FARMHOUSE, 78 FEET EAST OF HIGHWAY 241, 7.7 FEET
 TK0558'NORTH OF A T - FENCE EAST AND 1.3 FEET WEST OF A FENCE.
 TK0558'THE MARK IS 2.2 FT  N FROM  A WITNESS POST
 TK0558'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1014 ***********************************************************************
 TN1014  DESIGNATION -  33 RHM
 TN1014  PID         -  TN1014
 TN1014  STATE/COUNTY-  MT/LINCOLN
 TN1014  USGS QUAD   -  RED MOUNTAIN (1983)
 TN1014
 TN1014                         *CURRENT SURVEY CONTROL
 TN1014  ___________________________________________________________________
 TN1014* NAD 83(1986)-  48 56 23.     (N)    115 16 55.     (W)     SCALED    
 TN1014* NAVD 88     -      1124.708  (meters)    3689.98   (feet)  ADJUSTED  
 TN1014  ___________________________________________________________________
 TN1014  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TN1014  DYNAMIC HT  -        1124.770 (meters)    3690.18  (feet)  COMP
 TN1014  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 TN1014
 TN1014  VERT ORDER  -  THIRD
 TN1014
 TN1014.The horizontal coordinates were scaled from a topographic map and have
 TN1014.an estimated accuracy of +/- 6 seconds.
 TN1014
 TN1014.The orthometric height was determined by differential leveling
 TN1014.and adjusted by the National Geodetic Survey in June 1991..
 TN1014
 TN1014.The geoid height was determined by GEOID03.
 TN1014
 TN1014.The dynamic height is computed by dividing the NAVD 88
 TN1014.geopotential number by the normal gravity value computed on the
 TN1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1014.degrees latitude (g = 980.6199 gals.).
 TN1014
 TN1014.The modeled gravity was interpolated from observed gravity values.
 TN1014
 TN1014;                    North         East    Units  Estimated Accuracy
 TN1014;SPC MT       -   536,790.      176,820.      MT  (+/- 180 meters Scaled)
 TN1014
 TN1014                          SUPERSEDED SURVEY CONTROL
 TN1014
 TN1014  NGVD 29 (??/??/92) 1123.49   (m)         3686.0    (f) COMPUTED    3 0
 TN1014
 TN1014.Superseded values are not recommended for survey control.
 TN1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1014.See file dsdata.txt to determine how the superseded data were derived.
 TN1014
 TN1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ258221(NAD 83)
 TN1014_MARKER: DB = BENCH MARK DISK
 TN1014_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN1014_SP_SET: PREFAB CONC. POST IN EARTH
 TN1014_STAMPING: 33 RHM 1963
 TN1014_MARK LOGO: USGS  
 TN1014_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1014+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1014
 TN1014  HISTORY     - Date     Condition        Report By
 TN1014  HISTORY     - 1963     MONUMENTED       USGS
 TN1014
 TN1014                          STATION DESCRIPTION
 TN1014
 TN1014'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1014'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1014'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1014'7.4 MILES NORTH AND WEST ALONG ROAD 92 TO A CUT ON THE NORTH SIDE OF
 TN1014'THE ROAD, IN THE SOUTHEAST 1/4 CORNER OF SECTION 30/TOWNSHIP 37
 TN1014'NORTH/RANGE 28 WEST, 35 FEET NORTH AND 6 FEET HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0730 ***********************************************************************
 TL0730  DESIGNATION -  33 WAC
 TL0730  PID         -  TL0730
 TL0730  STATE/COUNTY-  MT/HILL
 TL0730  USGS QUAD   -  GILDFORD NE (1969)
 TL0730
 TL0730                         *CURRENT SURVEY CONTROL
 TL0730  ___________________________________________________________________
 TL0730* NAD 83(1986)-  48 40 58.     (N)    110 17 27.     (W)     SCALED    
 TL0730* NAVD 88     -       877.351  (meters)    2878.44   (feet)  ADJUSTED  
 TL0730  ___________________________________________________________________
 TL0730  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TL0730  DYNAMIC HT  -         877.442 (meters)    2878.74  (feet)  COMP
 TL0730  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 TL0730
 TL0730  VERT ORDER  -  THIRD
 TL0730
 TL0730.The horizontal coordinates were scaled from a topographic map and have
 TL0730.an estimated accuracy of +/- 6 seconds.
 TL0730
 TL0730.The orthometric height was determined by differential leveling
 TL0730.and adjusted by the National Geodetic Survey in June 1991..
 TL0730
 TL0730.The geoid height was determined by GEOID03.
 TL0730
 TL0730.The dynamic height is computed by dividing the NAVD 88
 TL0730.geopotential number by the normal gravity value computed on the
 TL0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0730.degrees latitude (g = 980.6199 gals.).
 TL0730
 TL0730.The modeled gravity was interpolated from observed gravity values.
 TL0730
 TL0730;                    North         East    Units  Estimated Accuracy
 TL0730;SPC MT       -   492,890.      541,780.      MT  (+/- 180 meters Scaled)
 TL0730
 TL0730                          SUPERSEDED SURVEY CONTROL
 TL0730
 TL0730  NGVD 29 (??/??/92)  876.49   (m)         2875.6    (f) COMPUTED    3 0
 TL0730
 TL0730.Superseded values are not recommended for survey control.
 TL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0730.See file dsdata.txt to determine how the superseded data were derived.
 TL0730
 TL0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU521924(NAD 83)
 TL0730_MARKER: DB = BENCH MARK DISK
 TL0730_SETTING: 0 = UNSPECIFIED SETTING
 TL0730_STAMPING: 33 WAC 1963 2876
 TL0730_MARK LOGO: USGS  
 TL0730_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0730+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0730
 TL0730  HISTORY     - Date     Condition        Report By
 TL0730  HISTORY     - 1963     MONUMENTED       USGS
 TL0730
 TL0730                          STATION DESCRIPTION
 TL0730
 TL0730'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0730'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0730'THENCE 5 MILES NORTH, IN THE SOUTHWEST CORNER OF SECTION 22/TOWNSHIP
 TL0730'34 NORTH/RANGE 11 EAST, 31 FEET NORTH AND 46 FEET EAST AND 1.5 FEET
 TL0730'LOWER THAN CROSSROADS, 8 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0724 ***********************************************************************
 TJ0724  DESIGNATION -  33 WR
 TJ0724  PID         -  TJ0724
 TJ0724  STATE/COUNTY-  MT/VALLEY
 TJ0724  USGS QUAD   -  SNAKE CREEK SCHOOL (1984)
 TJ0724
 TJ0724                         *CURRENT SURVEY CONTROL
 TJ0724  ___________________________________________________________________
 TJ0724* NAD 83(1986)-  48 49 46.     (N)    107 07 06.     (W)     SCALED    
 TJ0724* NAVD 88     -       807.133  (meters)    2648.07   (feet)  POSTED    
 TJ0724  ___________________________________________________________________
 TJ0724  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TJ0724  DYNAMIC HT  -         807.250 (meters)    2648.45  (feet)  COMP
 TJ0724  MODELED GRAV-     980,726.1   (mgal)                       NAVD 88
 TJ0724
 TJ0724  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0724
 TJ0724.The horizontal coordinates were scaled from a topographic map and have
 TJ0724.an estimated accuracy of +/- 6 seconds.
 TJ0724
 TJ0724.The orthometric height was determined by differential leveling
 TJ0724.and adjusted by the National Geodetic Survey in 1992..
 TJ0724.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0724.rate of 0.0 thru 1.0 mm/km.
 TJ0724
 TJ0724.The geoid height was determined by GEOID03.
 TJ0724
 TJ0724.The dynamic height is computed by dividing the NAVD 88
 TJ0724.geopotential number by the normal gravity value computed on the
 TJ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0724.degrees latitude (g = 980.6199 gals.).
 TJ0724
 TJ0724.The modeled gravity was interpolated from observed gravity values.
 TJ0724
 TJ0724;                    North         East    Units  Estimated Accuracy
 TJ0724;SPC MT       -   511,560.      774,820.      MT  (+/- 180 meters Scaled)
 TJ0724
 TJ0724                          SUPERSEDED SURVEY CONTROL
 TJ0724
 TJ0724  NGVD 29 (??/??/92)  806.45   (m)         2645.8    (f) COMPUTED    3 0
 TJ0724
 TJ0724.Superseded values are not recommended for survey control.
 TJ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0724.See file dsdata.txt to determine how the superseded data were derived.
 TJ0724
 TJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ445106(NAD 83)
 TJ0724_MARKER: DB = BENCH MARK DISK
 TJ0724_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TJ0724_SP_SET: PREFAB CONC. POST IN EARTH
 TJ0724_STAMPING: 33 WR 2646 1968
 TJ0724_MARK LOGO: USGS  
 TJ0724_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0724+SATELLITE: SATELLITE OBSERVATIONS - 1968
 TJ0724
 TJ0724  HISTORY     - Date     Condition        Report By
 TJ0724  HISTORY     - 1968     MONUMENTED       USGS
 TJ0724
 TJ0724                          STATION DESCRIPTION
 TJ0724
 TJ0724'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TJ0724'FROM WHITEWATER, MONTANA, PROCEED 18.8 MILES SOUTH AND EAST TO A
 TJ0724'Y-ROAD, THENCE 4.0 MILES SOUTH ALONG ROAD LEADING TO FRENCHMAN
 TJ0724'RESERVOIR SPILLWAY, THENCE 4.2 MILES EAST TO CROSSROADS, THENCE 3.0
 TJ0724'MILES NORTH TO CROSSROADS, THENCE 2.0 MILE EAST, THENCE 5.2 MILES
 TJ0724'NORTH, AT THE CORNER SECTION 2-3-34-35, ABOUT 1.0 MILE NORTH OF SNAKE
 TJ0724'CREEK AND OLD ROAD CROSSING, 12 FEET NORTH AND 25 FEET WEST OF A
 TJ0724'T-FENCE CORNER ON THE NORTH SIDE OF AN EAST-WEST FENCE, PROJECTING
 TJ0724'0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0213 ***********************************************************************
 TN0213  DESIGNATION -  3301
 TN0213  PID         -  TN0213
 TN0213  STATE/COUNTY-  MT/LINCOLN
 TN0213  USGS QUAD   -  STRYKER (1983)
 TN0213
 TN0213                         *CURRENT SURVEY CONTROL
 TN0213  ___________________________________________________________________
 TN0213* NAD 83(1986)-  48 40 31.     (N)    114 46 16.     (W)     SCALED    
 TN0213* NAVD 88     -      1004.071  (meters)    3294.19   (feet)  ADJUSTED  
 TN0213  ___________________________________________________________________
 TN0213  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0213  DYNAMIC HT  -        1004.088 (meters)    3294.25  (feet)  COMP
 TN0213  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 TN0213
 TN0213  VERT ORDER  -  FIRST     CLASS II
 TN0213
 TN0213.The horizontal coordinates were scaled from a topographic map and have
 TN0213.an estimated accuracy of +/- 6 seconds.
 TN0213
 TN0213.The orthometric height was determined by differential leveling
 TN0213.and adjusted by the National Geodetic Survey in June 1991..
 TN0213
 TN0213.The geoid height was determined by GEOID03.
 TN0213
 TN0213.The dynamic height is computed by dividing the NAVD 88
 TN0213.geopotential number by the normal gravity value computed on the
 TN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0213.degrees latitude (g = 980.6199 gals.).
 TN0213
 TN0213.The modeled gravity was interpolated from observed gravity values.
 TN0213
 TN0213;                    North         East    Units  Estimated Accuracy
 TN0213;SPC MT       -   504,820.      212,170.      MT  (+/- 180 meters Scaled)
 TN0213
 TN0213                          SUPERSEDED SURVEY CONTROL
 TN0213
 TN0213  NGVD 29 (??/??/92) 1002.821  (m)         3290.09   (f) ADJ UNCH    1 2
 TN0213
 TN0213.Superseded values are not recommended for survey control.
 TN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0213.See file dsdata.txt to determine how the superseded data were derived.
 TN0213
 TN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP640937(NAD 83)
 TN0213_MARKER: DD = SURVEY DISK
 TN0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0213_SP_SET: CONCRETE BLOCK
 TN0213_STAMPING: 3301
 TN0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0213
 TN0213  HISTORY     - Date     Condition        Report By
 TN0213  HISTORY     - UNK      MONUMENTED       USGS
 TN0213  HISTORY     - 1952     GOOD             NGS
 TN0213  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0213
 TN0213                          STATION DESCRIPTION
 TN0213
 TN0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0213'IN STRYKER.
 TN0213'AT STRYKER, LINCOLN COUNTY, ON THE GREAT NORTHERN RAILWAY, 180 FEET
 TN0213'NORTH OF THE STATION, 30.5 FEET NORTHWEST OF THE WATER TANK, 25.3 FEET
 TN0213'EAST OF THE EAST RAIL, IN THE TOP OF A CONCRETE BLOCK FORMERLY A BASE
 TN0213'OF THE OLD WATER TANK, AND ABOUT 3 FEET ABOVE THE TRACK.  A UNITED
 TN0213'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3301.
 TN0213
 TN0213                          STATION RECOVERY (1979)
 TN0213
 TN0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0213'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRAIN STATION AND
 TN0213'WATER TANK HAVE BEEN TORN DOWN AND THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0245 ***********************************************************************
 QV0245  DESIGNATION -  3303
 QV0245  PID         -  QV0245
 QV0245  STATE/COUNTY-  MT/BIG HORN
 QV0245  USGS QUAD   -  ROWLEY (1969)
 QV0245
 QV0245                         *CURRENT SURVEY CONTROL
 QV0245  ___________________________________________________________________
 QV0245* NAD 83(1986)-  45 44 47.     (N)    107 52 15.     (W)     SCALED    
 QV0245* NAVD 88     -       989.758  (meters)    3247.23   (feet)  ADJUSTED  
 QV0245  ___________________________________________________________________
 QV0245  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 QV0245  DYNAMIC HT  -         989.548 (meters)    3246.54  (feet)  COMP
 QV0245  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 QV0245
 QV0245  VERT ORDER  -  FIRST     CLASS II
 QV0245
 QV0245.The horizontal coordinates were scaled from a topographic map and have
 QV0245.an estimated accuracy of +/- 6 seconds.
 QV0245
 QV0245.The orthometric height was determined by differential leveling
 QV0245.and adjusted by the National Geodetic Survey in June 1991..
 QV0245
 QV0245.The geoid height was determined by GEOID03.
 QV0245
 QV0245.The dynamic height is computed by dividing the NAVD 88
 QV0245.geopotential number by the normal gravity value computed on the
 QV0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0245.degrees latitude (g = 980.6199 gals.).
 QV0245
 QV0245.The modeled gravity was interpolated from observed gravity values.
 QV0245
 QV0245;                    North         East    Units  Estimated Accuracy
 QV0245;SPC MT       -   167,620.      726,720.      MT  (+/- 180 meters Scaled)
 QV0245
 QV0245                          SUPERSEDED SURVEY CONTROL
 QV0245
 QV0245  NGVD 29 (??/??/92)  989.021  (m)         3244.81   (f) ADJ UNCH    1 2
 QV0245
 QV0245.Superseded values are not recommended for survey control.
 QV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0245.See file dsdata.txt to determine how the superseded data were derived.
 QV0245
 QV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL766698(NAD 83)
 QV0245_MARKER: P = PIPE CAP
 QV0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QV0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QV0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0245
 QV0245  HISTORY     - Date     Condition        Report By
 QV0245  HISTORY     - UNK      MONUMENTED       USGS
 QV0245  HISTORY     - 1957     GOOD             NGS
 QV0245
 QV0245                          STATION DESCRIPTION
 QV0245
 QV0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0245'13.85 MI NW FROM HARDIN.
 QV0245'ABOUT 13.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0245'RAILROAD FROM THE STATION AT HARDIN, 0.55 MILE WEST OF MILE POST 797,
 QV0245'375 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SECTION FOREMANS
 QV0245'HOUSE AT TOLUCA, 378 FEET SOUTHEAST OF A 26-INCH ELM TREE, 135 FEET
 QV0245'SOUTH OF THE SOUTH RAIL, 85 FEET SOUTHEAST OF A TELEPHONE POLE, 29 1/2
 QV0245'FEET SOUTH OF A FENCE, 29 FEET EAST OF THE CENTER LINE OF A FIELD
 QV0245'ROAD, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, A CAP ON THE TOP OF
 QV0245'A 2 1/2 INCH IRON PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0093 ***********************************************************************
 RV0093  DESIGNATION -  3303
 RV0093  PID         -  RV0093
 RV0093  STATE/COUNTY-  MT/MUSSELSHELL
 RV0093  USGS QUAD   -  ELSO (1979)
 RV0093
 RV0093                         *CURRENT SURVEY CONTROL
 RV0093  ___________________________________________________________________
 RV0093* NAD 83(1986)-  46 19 02.     (N)    108 42 27.     (W)     SCALED    
 RV0093* NAVD 88     -      1007.344  (meters)    3304.93   (feet)  ADJUSTED  
 RV0093  ___________________________________________________________________
 RV0093  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RV0093  DYNAMIC HT  -        1007.189 (meters)    3304.42  (feet)  COMP
 RV0093  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 RV0093
 RV0093  VERT ORDER  -  SECOND    CLASS 0
 RV0093
 RV0093.The horizontal coordinates were scaled from a topographic map and have
 RV0093.an estimated accuracy of +/- 6 seconds.
 RV0093
 RV0093.The orthometric height was determined by differential leveling
 RV0093.and adjusted by the National Geodetic Survey in June 1991..
 RV0093
 RV0093.The geoid height was determined by GEOID03.
 RV0093
 RV0093.The dynamic height is computed by dividing the NAVD 88
 RV0093.geopotential number by the normal gravity value computed on the
 RV0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0093.degrees latitude (g = 980.6199 gals.).
 RV0093
 RV0093.The modeled gravity was interpolated from observed gravity values.
 RV0093
 RV0093;                    North         East    Units  Estimated Accuracy
 RV0093;SPC MT       -   230,030.      661,000.      MT  (+/- 180 meters Scaled)
 RV0093
 RV0093                          SUPERSEDED SURVEY CONTROL
 RV0093
 RV0093  NGVD 29 (??/??/92) 1006.538  (m)         3302.28   (f) ADJ UNCH    2 0
 RV0093
 RV0093.Superseded values are not recommended for survey control.
 RV0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0093.See file dsdata.txt to determine how the superseded data were derived.
 RV0093
 RV0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS764318(NAD 83)
 RV0093_MARKER: DD = SURVEY DISK
 RV0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0093_SP_SET: ABUTMENT
 RV0093_STAMPING: 3303 1916
 RV0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0093
 RV0093  HISTORY     - Date     Condition        Report By
 RV0093  HISTORY     - 1916     MONUMENTED       USGS
 RV0093  HISTORY     - 1938     GOOD             NGS
 RV0093
 RV0093                          STATION DESCRIPTION
 RV0093
 RV0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RV0093'2.7 MI SW FROM ELSO.
 RV0093'2.7 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0093'RAILROAD FROM THE STATION AT ELSO, MUSSELSHELL COUNTY, AT BRIDGE
 RV0093'BB-206 OVER MUSSELSHELL RIVER, IN THE TOP OF THE NORTH END OF THE WEST
 RV0093'CONCRETE ABUTMENT, AND 8.6 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 RV0093'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3303 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0104 ***********************************************************************
 RV0104  DESIGNATION -  3308
 RV0104  PID         -  RV0104
 RV0104  STATE/COUNTY-  MT/MUSSELSHELL
 RV0104  USGS QUAD   -  ROUNDUP (1979)
 RV0104
 RV0104                         *CURRENT SURVEY CONTROL
 RV0104  ___________________________________________________________________
 RV0104* NAD 83(1986)-  46 24 10.     (N)    108 32 55.     (W)     SCALED    
 RV0104* NAVD 88     -      1008.341  (meters)    3308.20   (feet)  ADJUSTED  
 RV0104  ___________________________________________________________________
 RV0104  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 RV0104  DYNAMIC HT  -        1008.204 (meters)    3307.75  (feet)  COMP
 RV0104  MODELED GRAV-     980,444.0   (mgal)                       NAVD 88
 RV0104
 RV0104  VERT ORDER  -  SECOND    CLASS 0
 RV0104
 RV0104.The horizontal coordinates were scaled from a topographic map and have
 RV0104.an estimated accuracy of +/- 6 seconds.
 RV0104
 RV0104.The orthometric height was determined by differential leveling
 RV0104.and adjusted by the National Geodetic Survey in June 1991..
 RV0104
 RV0104.The geoid height was determined by GEOID03.
 RV0104
 RV0104.The dynamic height is computed by dividing the NAVD 88
 RV0104.geopotential number by the normal gravity value computed on the
 RV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0104.degrees latitude (g = 980.6199 gals.).
 RV0104
 RV0104.The modeled gravity was interpolated from observed gravity values.
 RV0104
 RV0104;                    North         East    Units  Estimated Accuracy
 RV0104;SPC MT       -   239,670.      673,120.      MT  (+/- 180 meters Scaled)
 RV0104
 RV0104                          SUPERSEDED SURVEY CONTROL
 RV0104
 RV0104  NGVD 29 (??/??/92) 1007.578  (m)         3305.70   (f) ADJ UNCH    2 0
 RV0104
 RV0104.Superseded values are not recommended for survey control.
 RV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0104.See file dsdata.txt to determine how the superseded data were derived.
 RV0104
 RV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS884417(NAD 83)
 RV0104_MARKER: P = PIPE CAP
 RV0104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0104_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0104_STAMPING: 3308 1916
 RV0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0104
 RV0104  HISTORY     - Date     Condition        Report By
 RV0104  HISTORY     - 1916     MONUMENTED       USGS
 RV0104
 RV0104                          STATION DESCRIPTION
 RV0104
 RV0104'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0104'4.3 MI S FROM ROUNDUP.
 RV0104'4.3 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM ROUNDUP, MUSSELSHELL
 RV0104'COUNTY, AT KLEIN, AND AT THE SOUTHWEST CORNER OF THE SCHOOLHOUSE.  A
 RV0104'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3308 1916 AND
 RV0104'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0658 ***********************************************************************
 RX0658  DESIGNATION -  3325 RESET
 RX0658  PID         -  RX0658
 RX0658  STATE/COUNTY-  MT/MISSOULA
 RX0658  USGS QUAD   -  BONNER (1978)
 RX0658
 RX0658                         *CURRENT SURVEY CONTROL
 RX0658  ___________________________________________________________________
 RX0658* NAD 83(1986)-  46 49 51.     (N)    113 49 05.     (W)     SCALED    
 RX0658* NAVD 88     -      1015.150  (meters)    3330.54   (feet)  ADJUSTED  
 RX0658  ___________________________________________________________________
 RX0658  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 RX0658  DYNAMIC HT  -        1014.980 (meters)    3329.98  (feet)  COMP
 RX0658  MODELED GRAV-     980,412.3   (mgal)                       NAVD 88
 RX0658
 RX0658  VERT ORDER  -  FIRST     CLASS II
 RX0658
 RX0658.The horizontal coordinates were scaled from a topographic map and have
 RX0658.an estimated accuracy of +/- 6 seconds.
 RX0658
 RX0658.The orthometric height was determined by differential leveling
 RX0658.and adjusted by the National Geodetic Survey in June 1991..
 RX0658
 RX0658.The geoid height was determined by GEOID03.
 RX0658
 RX0658.The dynamic height is computed by dividing the NAVD 88
 RX0658.geopotential number by the normal gravity value computed on the
 RX0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0658.degrees latitude (g = 980.6199 gals.).
 RX0658
 RX0658.The modeled gravity was interpolated from observed gravity values.
 RX0658
 RX0658;                    North         East    Units  Estimated Accuracy
 RX0658;SPC MT       -   295,860.      270,920.      MT  (+/- 180 meters Scaled)
 RX0658
 RX0658                          SUPERSEDED SURVEY CONTROL
 RX0658
 RX0658.No superseded survey control is available for this station.
 RX0658
 RX0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS850902(NAD 83)
 RX0658_MARKER: DD = SURVEY DISK
 RX0658_SETTING: 0 = UNSPECIFIED SETTING
 RX0658_STAMPING: 3325 RESET 1963
 RX0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0658
 RX0658  HISTORY     - Date     Condition        Report By
 RX0658  HISTORY     - 1963     MONUMENTED       MTDH
 RX0658  HISTORY     - 1979     GOOD             NGS
 RX0658
 RX0658                          STATION DESCRIPTION
 RX0658
 RX0658'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1963
 RX0658'IN TURAH.
 RX0658'AT TURAH, MISSOULA COUNTY, ABOUT 4.0 MILES SOUTHEASTERLY ALONG HIGHWAY
 RX0658'U.S. 10 FROM THE JUNCTION OF U.S. 10 AND ROUTE 20 AT BONNER, MONTANA,
 RX0658'70 FEET SOUTH OF CENTERLINE OF U.S. 10, 52 FEET NORTH OF THE NORTHERN
 RX0658'PACIFIC RAILWAY TRACKS, 33 FEET WEST OF A RAILROAD CROSSING (STATION
 RX0658'5783+20), 253 FEET NORTH OF CENTER OF MEDIAN ON INTERSTATE HIGHWAY 90
 RX0658'(STATION 599+20).  WITNESS POST SET 2.0 FEET NORTH OF BENCH MARK, AND
 RX0658'SET IN CONCRETE.
 RX0658
 RX0658                          STATION RECOVERY (1979)
 RX0658
 RX0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0658'SUBSTITUTE NEW DIRECTION--3.75 MILES SOUTHEAST ALONG OLD U. S.
 RX0658'HIGHWAY 10 FROM THE OLD RAILROAD STATION IN BONNER.  ADD--AT A
 RX0658'TELEPHONE CABLE CROSSING, 42 FEET SOUTH OF TELEPHONE POLE NO. 4355.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0095 ***********************************************************************
 RV0095  DESIGNATION -  3344
 RV0095  PID         -  RV0095
 RV0095  STATE/COUNTY-  MT/MUSSELSHELL
 RV0095  USGS QUAD   -  BUNDY (1979)
 RV0095
 RV0095                         *CURRENT SURVEY CONTROL
 RV0095  ___________________________________________________________________
 RV0095* NAD 83(1986)-  46 17 25.     (N)    108 46 49.     (W)     SCALED    
 RV0095* NAVD 88     -      1019.885  (meters)    3346.07   (feet)  ADJUSTED  
 RV0095  ___________________________________________________________________
 RV0095  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 RV0095  DYNAMIC HT  -        1019.715 (meters)    3345.51  (feet)  COMP
 RV0095  MODELED GRAV-     980,413.4   (mgal)                       NAVD 88
 RV0095
 RV0095  VERT ORDER  -  SECOND    CLASS 0
 RV0095
 RV0095.The horizontal coordinates were scaled from a topographic map and have
 RV0095.an estimated accuracy of +/- 6 seconds.
 RV0095
 RV0095.The orthometric height was determined by differential leveling
 RV0095.and adjusted by the National Geodetic Survey in June 1991..
 RV0095
 RV0095.The geoid height was determined by GEOID03.
 RV0095
 RV0095.The dynamic height is computed by dividing the NAVD 88
 RV0095.geopotential number by the normal gravity value computed on the
 RV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0095.degrees latitude (g = 980.6199 gals.).
 RV0095
 RV0095.The modeled gravity was interpolated from observed gravity values.
 RV0095
 RV0095;                    North         East    Units  Estimated Accuracy
 RV0095;SPC MT       -   226,980.      655,430.      MT  (+/- 180 meters Scaled)
 RV0095
 RV0095                          SUPERSEDED SURVEY CONTROL
 RV0095
 RV0095  NGVD 29 (??/??/92) 1019.057  (m)         3343.36   (f) ADJ UNCH    2 0
 RV0095
 RV0095.Superseded values are not recommended for survey control.
 RV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0095.See file dsdata.txt to determine how the superseded data were derived.
 RV0095
 RV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS709286(NAD 83)
 RV0095_MARKER: P = PIPE CAP
 RV0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0095_STAMPING: 3344 1916
 RV0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0095
 RV0095  HISTORY     - Date     Condition        Report By
 RV0095  HISTORY     - 1916     MONUMENTED       USGS
 RV0095
 RV0095                          STATION DESCRIPTION
 RV0095
 RV0095'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0095'IN BUNDY.
 RV0095'AT BUNDY, MUSSELSHELL COUNTY, 270 FEET EAST OF THE CHICAGO, MILWAUKEE,
 RV0095'ST. PAUL AND PACIFIC RAILROAD STATION, 50 FEET NORTH OF THE TRACK, AND
 RV0095'AT A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 RV0095'STAMPED 3344 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0096 ***********************************************************************
 RV0096  DESIGNATION -  3365
 RV0096  PID         -  RV0096
 RV0096  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0096  USGS QUAD   -  BUNDY (1979)
 RV0096
 RV0096                         *CURRENT SURVEY CONTROL
 RV0096  ___________________________________________________________________
 RV0096* NAD 83(1986)-  46 16 31.     (N)    108 48 29.     (W)     SCALED    
 RV0096* NAVD 88     -      1026.311  (meters)    3367.16   (feet)  ADJUSTED  
 RV0096  ___________________________________________________________________
 RV0096  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 RV0096  DYNAMIC HT  -        1026.137 (meters)    3366.58  (feet)  COMP
 RV0096  MODELED GRAV-     980,409.8   (mgal)                       NAVD 88
 RV0096
 RV0096  VERT ORDER  -  SECOND    CLASS 0
 RV0096
 RV0096.The horizontal coordinates were scaled from a topographic map and have
 RV0096.an estimated accuracy of +/- 6 seconds.
 RV0096
 RV0096.The orthometric height was determined by differential leveling
 RV0096.and adjusted by the National Geodetic Survey in June 1991..
 RV0096
 RV0096.The geoid height was determined by GEOID03.
 RV0096
 RV0096.The dynamic height is computed by dividing the NAVD 88
 RV0096.geopotential number by the normal gravity value computed on the
 RV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0096.degrees latitude (g = 980.6199 gals.).
 RV0096
 RV0096.The modeled gravity was interpolated from observed gravity values.
 RV0096
 RV0096;                    North         East    Units  Estimated Accuracy
 RV0096;SPC MT       -   225,300.      653,310.      MT  (+/- 180 meters Scaled)
 RV0096
 RV0096                          SUPERSEDED SURVEY CONTROL
 RV0096
 RV0096  NGVD 29 (??/??/92) 1025.474  (m)         3364.41   (f) ADJ UNCH    2 0
 RV0096
 RV0096.Superseded values are not recommended for survey control.
 RV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0096.See file dsdata.txt to determine how the superseded data were derived.
 RV0096
 RV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS688269(NAD 83)
 RV0096_MARKER: DD = SURVEY DISK
 RV0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0096_SP_SET: ABUTMENT
 RV0096_STAMPING: 3363 1916
 RV0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0096
 RV0096  HISTORY     - Date     Condition        Report By
 RV0096  HISTORY     - 1916     MONUMENTED       USGS
 RV0096  HISTORY     - 1938     GOOD             NGS
 RV0096
 RV0096                          STATION DESCRIPTION
 RV0096
 RV0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RV0096'1.9 MI W FROM BUNDY.
 RV0096'IN GOLDEN VALLEY COUNTY, 1.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 RV0096'ST. PAUL AND PACIFIC RAILROAD FROM BUNDY, MUSSELSHELL COUNTY, AT
 RV0096'BRIDGE BB-216 OVER MUSSELSHELL RIVER, IN THE TOP OF THE NORTH END OF
 RV0096'THE EAST CONCRETE ABUTMENT, AND 8.5 FEET NORTH OF THE CENTERLINE OF
 RV0096'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 RV0096'3363 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0265 ***********************************************************************
 TL0265  DESIGNATION -  3365
 TL0265  PID         -  TL0265
 TL0265  STATE/COUNTY-  MT/TOOLE
 TL0265  USGS QUAD   -  NAISMITH (1967)
 TL0265
 TL0265                         *CURRENT SURVEY CONTROL
 TL0265  ___________________________________________________________________
 TL0265* NAD 83(1986)-  48 29 23.     (N)    111 47 10.     (W)     SCALED    
 TL0265* NAVD 88     -      1029.224  (meters)    3376.71   (feet)  POSTED    
 TL0265  ___________________________________________________________________
 TL0265  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 TL0265  DYNAMIC HT  -        1029.290 (meters)    3376.93  (feet)  COMP
 TL0265  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 TL0265
 TL0265  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TL0265
 TL0265.The horizontal coordinates were scaled from a topographic map and have
 TL0265.an estimated accuracy of +/- 6 seconds.
 TL0265
 TL0265.The orthometric height was determined by differential leveling
 TL0265.and adjusted by the National Geodetic Survey in 1992..
 TL0265.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TL0265.rate of 1.1 thru 2.0 mm/km.
 TL0265
 TL0265.The geoid height was determined by GEOID03.
 TL0265
 TL0265.The dynamic height is computed by dividing the NAVD 88
 TL0265.geopotential number by the normal gravity value computed on the
 TL0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0265.degrees latitude (g = 980.6199 gals.).
 TL0265
 TL0265.The modeled gravity was interpolated from observed gravity values.
 TL0265
 TL0265;                    North         East    Units  Estimated Accuracy
 TL0265;SPC MT       -   473,600.      431,090.      MT  (+/- 180 meters Scaled)
 TL0265
 TL0265                          SUPERSEDED SURVEY CONTROL
 TL0265
 TL0265.No superseded survey control is available for this station.
 TL0265
 TL0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU419710(NAD 83)
 TL0265_MARKER: P = PIPE CAP
 TL0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0265_STAMPING: 3373.464 GN 1026 1901
 TL0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0265
 TL0265  HISTORY     - Date     Condition        Report By
 TL0265  HISTORY     - 1901     MONUMENTED       USGS
 TL0265  HISTORY     - 1914     GOOD             NGS
 TL0265  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0265
 TL0265                          STATION DESCRIPTION
 TL0265
 TL0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1914
 TL0265'3.3 MI E FROM SHELBY.
 TL0265'ABOUT 3.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TL0265'AT SHELBY, TOOLE COUNTY, ABOUT 0.1 MILE WEST OF MILEPOST 1062, ABOUT
 TL0265'50 FEET NORTHWEST OF AUTOMATIC SIGNAL 1062.3, AND ABOUT 50 FEET NORTH
 TL0265'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 TL0265'3373.464 GN 1026 1901 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 TL0265'PIPE.
 TL0265
 TL0265                          STATION RECOVERY (1979)
 TL0265
 TL0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0265'NOTE=AREA DESCRIBED HAS BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0074 ***********************************************************************
 QW0074  DESIGNATION -  3372
 QW0074  PID         -  QW0074
 QW0074  STATE/COUNTY-  MT/YELLOWSTONE
 QW0074  USGS QUAD   -  RATTLESNAKE BUTTE (1975)
 QW0074
 QW0074                         *CURRENT SURVEY CONTROL
 QW0074  ___________________________________________________________________
 QW0074* NAD 83(1986)-  45 53 08.     (N)    108 27 59.     (W)     SCALED    
 QW0074* NAVD 88     -      1028.629  (meters)    3374.76   (feet)  ADJUSTED  
 QW0074  ___________________________________________________________________
 QW0074  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 QW0074  DYNAMIC HT  -        1028.422 (meters)    3374.08  (feet)  COMP
 QW0074  MODELED GRAV-     980,379.3   (mgal)                       NAVD 88
 QW0074
 QW0074  VERT ORDER  -  SECOND    CLASS 0
 QW0074
 QW0074.The horizontal coordinates were scaled from a topographic map and have
 QW0074.an estimated accuracy of +/- 6 seconds.
 QW0074
 QW0074.The orthometric height was determined by differential leveling
 QW0074.and adjusted by the National Geodetic Survey in June 1991..
 QW0074
 QW0074.The geoid height was determined by GEOID03.
 QW0074
 QW0074.The dynamic height is computed by dividing the NAVD 88
 QW0074.geopotential number by the normal gravity value computed on the
 QW0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0074.degrees latitude (g = 980.6199 gals.).
 QW0074
 QW0074.The modeled gravity was interpolated from observed gravity values.
 QW0074
 QW0074;                    North         East    Units  Estimated Accuracy
 QW0074;SPC MT       -   182,290.      680,200.      MT  (+/- 180 meters Scaled)
 QW0074
 QW0074                          SUPERSEDED SURVEY CONTROL
 QW0074
 QW0074  NGVD 29 (??/??/92) 1027.864  (m)         3372.25   (f) ADJ UNCH    2 0
 QW0074
 QW0074.Superseded values are not recommended for survey control.
 QW0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0074.See file dsdata.txt to determine how the superseded data were derived.
 QW0074
 QW0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR965844(NAD 83)
 QW0074_MARKER: P = PIPE CAP
 QW0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0074_STAMPING: 3372 1916
 QW0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0074
 QW0074  HISTORY     - Date     Condition        Report By
 QW0074  HISTORY     - 1916     MONUMENTED       USGS
 QW0074  HISTORY     - 1950     GOOD             NGS
 QW0074
 QW0074                          STATION DESCRIPTION
 QW0074
 QW0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 QW0074'8.1 MI N FROM BILLINGS.
 QW0074'8.1 MILES NORTH ALONG U.S. HIGHWAY 87 FROM BILLINGS, YELLOWSTONE
 QW0074'COUNTY, 15 FEET EAST OF A FENCE INTERSECTION, AND 36 FEET WEST OF THE
 QW0074'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QW0074'CAP, STAMPED 3372 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 QW0074'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0015 ***********************************************************************
 TN0015  DESIGNATION -  3375
 TN0015  PID         -  TN0015
 TN0015  STATE/COUNTY-  MT/FLATHEAD
 TN0015  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0015
 TN0015                         *CURRENT SURVEY CONTROL
 TN0015  ___________________________________________________________________
 TN0015* NAD 83(1986)-  48 37 19.     (N)    114 08 26.     (W)     SCALED    
 TN0015* NAVD 88     -      1030.218  (meters)    3379.97   (feet)  ADJUSTED  
 TN0015  ___________________________________________________________________
 TN0015  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TN0015  DYNAMIC HT  -        1030.223 (meters)    3379.99  (feet)  COMP
 TN0015  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 TN0015
 TN0015  VERT ORDER  -  FIRST     CLASS II
 TN0015
 TN0015.The horizontal coordinates were scaled from a topographic map and have
 TN0015.an estimated accuracy of +/- 6 seconds.
 TN0015
 TN0015.The orthometric height was determined by differential leveling
 TN0015.and adjusted by the National Geodetic Survey in June 1991..
 TN0015
 TN0015.The geoid height was determined by GEOID03.
 TN0015
 TN0015.The dynamic height is computed by dividing the NAVD 88
 TN0015.geopotential number by the normal gravity value computed on the
 TN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0015.degrees latitude (g = 980.6199 gals.).
 TN0015
 TN0015.The modeled gravity was interpolated from observed gravity values.
 TN0015
 TN0015;                    North         East    Units  Estimated Accuracy
 TN0015;SPC MT       -   495,960.      258,150.      MT  (+/- 180 meters Scaled)
 TN0015
 TN0015                          SUPERSEDED SURVEY CONTROL
 TN0015
 TN0015  NGVD 29 (??/??/92) 1029.046  (m)         3376.13   (f) ADJ UNCH    1 2
 TN0015
 TN0015.Superseded values are not recommended for survey control.
 TN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0015.See file dsdata.txt to determine how the superseded data were derived.
 TN0015
 TN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP107893(NAD 83)
 TN0015_MARKER: N = NAIL
 TN0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0015_SP_SET: PINE TREE
 TN0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0015
 TN0015  HISTORY     - Date     Condition        Report By
 TN0015  HISTORY     - UNK      MONUMENTED       USGS
 TN0015  HISTORY     - 1946     GOOD             NGS
 TN0015
 TN0015                          STATION DESCRIPTION
 TN0015
 TN0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0015'13.4 MI SE FROM POLEBRIDGE.
 TN0015'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  13.1 MILES SOUTHEAST ALONG
 TN0015'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, 2.6 MILES
 TN0015'NORTHWEST OF THE BIG CREEK RANGER STATION, ON THE NORTH SIDE OF A
 TN0015'CAMPING GROUND, ON THE OUTSIDE OF A CURVE, ABOUT 80.0 FEET EAST OF
 TN0015'CENTERLINE OF THE ROAD, A BRONZE NAIL AND WASHER IN THE ROOT OF A 36
 TN0015'INCH PINE TREE WITH USGS BM ELEV. 3375 PAINTED ON THE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0425 ***********************************************************************
 SR0425  DESIGNATION -  3391
 SR0425  PID         -  SR0425
 SR0425  STATE/COUNTY-  MT/FERGUS
 SR0425  USGS QUAD   -  CHRISTINA (1985)
 SR0425
 SR0425                         *CURRENT SURVEY CONTROL
 SR0425  ___________________________________________________________________
 SR0425* NAD 83(1986)-  47 28 44.     (N)    109 21 54.     (W)     SCALED    
 SR0425* NAVD 88     -      1032.536  (meters)    3387.58   (feet)  ADJUSTED  
 SR0425  ___________________________________________________________________
 SR0425  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SR0425  DYNAMIC HT  -        1032.486 (meters)    3387.41  (feet)  COMP
 SR0425  MODELED GRAV-     980,528.2   (mgal)                       NAVD 88
 SR0425
 SR0425  VERT ORDER  -  FIRST     CLASS II
 SR0425
 SR0425.The horizontal coordinates were scaled from a topographic map and have
 SR0425.an estimated accuracy of +/- 6 seconds.
 SR0425
 SR0425.The orthometric height was determined by differential leveling
 SR0425.and adjusted by the National Geodetic Survey in June 1991..
 SR0425
 SR0425.The geoid height was determined by GEOID03.
 SR0425
 SR0425.The dynamic height is computed by dividing the NAVD 88
 SR0425.geopotential number by the normal gravity value computed on the
 SR0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0425.degrees latitude (g = 980.6199 gals.).
 SR0425
 SR0425.The modeled gravity was interpolated from observed gravity values.
 SR0425
 SR0425;                    North         East    Units  Estimated Accuracy
 SR0425;SPC MT       -   358,800.      610,170.      MT  (+/- 180 meters Scaled)
 SR0425
 SR0425                          SUPERSEDED SURVEY CONTROL
 SR0425
 SR0425  NGVD 29 (??/??/92) 1031.704  (m)         3384.85   (f) ADJ UNCH    1 2
 SR0425
 SR0425.Superseded values are not recommended for survey control.
 SR0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0425.See file dsdata.txt to determine how the superseded data were derived.
 SR0425
 SR0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT231596(NAD 83)
 SR0425_MARKER: P = PIPE CAP
 SR0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0425_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0425_STAMPING: 3391 BUTTE
 SR0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0425
 SR0425  HISTORY     - Date     Condition        Report By
 SR0425  HISTORY     - UNK      MONUMENTED       USGS
 SR0425  HISTORY     - 1961     MARK NOT FOUND   NGS
 SR0425
 SR0425                          STATION DESCRIPTION
 SR0425
 SR0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0425'0.4 MI N FROM SUFFOLK.
 SR0425'0.4 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SR0425'RAILROAD FROM SUFFOLK, FERGUS COUNTY, 1/4 MILE WEST OF THE TRACK, WEST
 SR0425'OF A SMALL CREEK, AND AT A FENCE RUNNING EAST AND WEST.  A UNITED
 SR0425'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3391 BUTTE AND RIVETED
 SR0425'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0098 ***********************************************************************
 RV0098  DESIGNATION -  3395
 RV0098  PID         -  RV0098
 RV0098  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0098  USGS QUAD   -  BUNDY (1979)
 RV0098
 RV0098                         *CURRENT SURVEY CONTROL
 RV0098  ___________________________________________________________________
 RV0098* NAD 83(1986)-  46 17 03.     (N)    108 51 51.     (W)     SCALED    
 RV0098* NAVD 88     -      1035.490  (meters)    3397.27   (feet)  ADJUSTED  
 RV0098  ___________________________________________________________________
 RV0098  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 RV0098  DYNAMIC HT  -        1035.316 (meters)    3396.70  (feet)  COMP
 RV0098  MODELED GRAV-     980,411.3   (mgal)                       NAVD 88
 RV0098
 RV0098  VERT ORDER  -  SECOND    CLASS 0
 RV0098
 RV0098.The horizontal coordinates were scaled from a topographic map and have
 RV0098.an estimated accuracy of +/- 6 seconds.
 RV0098
 RV0098.The orthometric height was determined by differential leveling
 RV0098.and adjusted by the National Geodetic Survey in June 1991..
 RV0098
 RV0098.The geoid height was determined by GEOID03.
 RV0098
 RV0098.The dynamic height is computed by dividing the NAVD 88
 RV0098.geopotential number by the normal gravity value computed on the
 RV0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0098.degrees latitude (g = 980.6199 gals.).
 RV0098
 RV0098.The modeled gravity was interpolated from observed gravity values.
 RV0098
 RV0098;                    North         East    Units  Estimated Accuracy
 RV0098;SPC MT       -   226,250.      648,980.      MT  (+/- 180 meters Scaled)
 RV0098
 RV0098                          SUPERSEDED SURVEY CONTROL
 RV0098
 RV0098  NGVD 29 (??/??/92) 1034.645  (m)         3394.50   (f) ADJ UNCH    2 0
 RV0098
 RV0098.Superseded values are not recommended for survey control.
 RV0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0098.See file dsdata.txt to determine how the superseded data were derived.
 RV0098
 RV0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS645278(NAD 83)
 RV0098_MARKER: DD = SURVEY DISK
 RV0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0098_SP_SET: ABUTMENT
 RV0098_STAMPING: 3395 1916
 RV0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0098
 RV0098  HISTORY     - Date     Condition        Report By
 RV0098  HISTORY     - 1916     MONUMENTED       USGS
 RV0098
 RV0098                          STATION DESCRIPTION
 RV0098
 RV0098'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0098'3.7 MI E FROM LAVINA.
 RV0098'3.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0098'RAILROAD FROM LAVINA, GOLDEN VALLEY COUNTY, AT BRIDGE BB-220 OVER
 RV0098'MUSSELSHELL RIVER, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 RV0098'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 RV0098'3395 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0315 ***********************************************************************
 ST0315  DESIGNATION -  34 RDS
 ST0315  PID         -  ST0315
 ST0315  STATE/COUNTY-  MT/CASCADE
 ST0315  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0315
 ST0315                         *CURRENT SURVEY CONTROL
 ST0315  ___________________________________________________________________
 ST0315* NAD 83(1986)-  47 25 24.     (N)    112 00 03.     (W)     SCALED    
 ST0315* NAVD 88     -      1260.502  (meters)    4135.50   (feet)  ADJUSTED  
 ST0315  ___________________________________________________________________
 ST0315  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 ST0315  DYNAMIC HT  -        1260.359 (meters)    4135.03  (feet)  COMP
 ST0315  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 ST0315
 ST0315  VERT ORDER  -  SECOND    CLASS 0
 ST0315
 ST0315.The horizontal coordinates were scaled from a topographic map and have
 ST0315.an estimated accuracy of +/- 6 seconds.
 ST0315
 ST0315.The orthometric height was determined by differential leveling
 ST0315.and adjusted by the National Geodetic Survey in June 1991..
 ST0315
 ST0315.The geoid height was determined by GEOID03.
 ST0315
 ST0315.The dynamic height is computed by dividing the NAVD 88
 ST0315.geopotential number by the normal gravity value computed on the
 ST0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0315.degrees latitude (g = 980.6199 gals.).
 ST0315
 ST0315.The modeled gravity was interpolated from observed gravity values.
 ST0315
 ST0315;                    North         East    Units  Estimated Accuracy
 ST0315;SPC MT       -   355,620.      411,450.      MT  (+/- 180 meters Scaled)
 ST0315
 ST0315                          SUPERSEDED SURVEY CONTROL
 ST0315
 ST0315  NGVD 29 (??/??/92) 1259.536  (m)         4132.33   (f) ADJ UNCH    2 0
 ST0315
 ST0315.Superseded values are not recommended for survey control.
 ST0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0315.See file dsdata.txt to determine how the superseded data were derived.
 ST0315
 ST0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT245526(NAD 83)
 ST0315_MARKER: DD = SURVEY DISK
 ST0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0315_STAMPING: 34 RDS 1957
 ST0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0315+STABILITY: SURFACE MOTION
 ST0315
 ST0315  HISTORY     - Date     Condition        Report By
 ST0315  HISTORY     - 1957     MONUMENTED       USGS
 ST0315  HISTORY     - 1961     GOOD             NGS
 ST0315
 ST0315                          STATION DESCRIPTION
 ST0315
 ST0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0315'6.0 MI SW FROM SIMMS.
 ST0315'6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0315'HIGHWAY 21 AT SIMMS, 59 1/2 FEET WEST-NORTHWEST OF THE CENTER LINE OF
 ST0315'THE HIGHWAY, 40 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 92, 1.0 FOOT
 ST0315'EAST-SOUTHEAST OF A FENCE, 0.9 FOOT WEST-NORTHWEST OF A WITNESS POST,
 ST0315'ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 ST0315'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0626 ***********************************************************************
 ST0626  DESIGNATION -  34 RDS RESET
 ST0626  PID         -  ST0626
 ST0626  STATE/COUNTY-  MT/CASCADE
 ST0626  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0626
 ST0626                         *CURRENT SURVEY CONTROL
 ST0626  ___________________________________________________________________
 ST0626* NAD 83(1986)-  47 25 24.     (N)    112 00 03.     (W)     SCALED    
 ST0626* NAVD 88     -      1257.66   (meters)    4126.2    (feet)  RESET     
 ST0626  ___________________________________________________________________
 ST0626  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 ST0626
 ST0626  VERT ORDER  -  THIRD
 ST0626
 ST0626.The horizontal coordinates were scaled from a topographic map and have
 ST0626.an estimated accuracy of +/- 6 seconds.
 ST0626
 ST0626.The orthometric height was computed from unverified reset data.
 ST0626.No vertical observational check was made to the station.
 ST0626
 ST0626.The geoid height was determined by GEOID03.
 ST0626
 ST0626;                    North         East    Units  Estimated Accuracy
 ST0626;SPC MT       -   355,620.      411,450.      MT  (+/- 180 meters Scaled)
 ST0626
 ST0626                          SUPERSEDED SURVEY CONTROL
 ST0626
 ST0626  NGVD 29 (03/30/06) 1256.69   (m)         4123.0    (f) RESET       3  
 ST0626
 ST0626.Superseded values are not recommended for survey control.
 ST0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0626.See file dsdata.txt to determine how the superseded data were derived.
 ST0626
 ST0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT245526(NAD 83)
 ST0626_MARKER: DV = VERTICAL CONTROL DISK
 ST0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0626_SP_SET: CONCRETE POST
 ST0626_STAMPING: 34 RDS RESET 1990
 ST0626_MARK LOGO: NGS   
 ST0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0626+STABILITY: SURFACE MOTION
 ST0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0626+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ST0626
 ST0626  HISTORY     - Date     Condition        Report By
 ST0626  HISTORY     - 1990     MONUMENTED       NGS
 ST0626
 ST0626                          STATION DESCRIPTION
 ST0626
 ST0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ST0626'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 200 AND STATE HIGHWAY 21,
 ST0626'IN SIMMS, GO SOUTHWEST ON STATE HIGHWAY 200 FOR 9.6 KM (5.97 MI) TO
 ST0626'THE STATION ON THE RIGHT,  SET FLUSH,  34.7 M (113.84 FT) WEST OF THE
 ST0626'PROPOSED CENTERLINE OF THE NEW HIGHWAY, 0.76 M (2.49 FT) SOUTH OF A
 ST0626'WITNESS POST AND 0.46 M (1.51 FT) EAST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0559 ***********************************************************************
 TK0559  DESIGNATION -  34 REB
 TK0559  PID         -  TK0559
 TK0559  STATE/COUNTY-  MT/BLAINE
 TK0559  USGS QUAD   -  TURNER (1984)
 TK0559
 TK0559                         *CURRENT SURVEY CONTROL
 TK0559  ___________________________________________________________________
 TK0559* NAD 83(1986)-  48 48 17.     (N)    108 26 02.     (W)     SCALED    
 TK0559* NAVD 88     -       931.091  (meters)    3054.75   (feet)  POSTED    
 TK0559  ___________________________________________________________________
 TK0559  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TK0559  DYNAMIC HT  -         931.200 (meters)    3055.11  (feet)  COMP
 TK0559  MODELED GRAV-     980,690.4   (mgal)                       NAVD 88
 TK0559
 TK0559  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0559
 TK0559.The horizontal coordinates were scaled from a topographic map and have
 TK0559.an estimated accuracy of +/- 6 seconds.
 TK0559
 TK0559.The orthometric height was determined by differential leveling
 TK0559.and adjusted by the National Geodetic Survey in 1992..
 TK0559.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0559.rate of 0.0 thru 1.0 mm/km.
 TK0559
 TK0559.The geoid height was determined by GEOID03.
 TK0559
 TK0559.The dynamic height is computed by dividing the NAVD 88
 TK0559.geopotential number by the normal gravity value computed on the
 TK0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0559.degrees latitude (g = 980.6199 gals.).
 TK0559
 TK0559.The modeled gravity was interpolated from observed gravity values.
 TK0559
 TK0559;                    North         East    Units  Estimated Accuracy
 TK0559;SPC MT       -   506,690.      678,300.      MT  (+/- 180 meters Scaled)
 TK0559
 TK0559                          SUPERSEDED SURVEY CONTROL
 TK0559
 TK0559.No superseded survey control is available for this station.
 TK0559
 TK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV884089(NAD 83)
 TK0559_MARKER: DB = BENCH MARK DISK
 TK0559_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0559+WITH SETTING: INFORMATION.
 TK0559_SP_SET: SHALLOW-SET METAL ROD
 TK0559_STAMPING: 34 REB 1979
 TK0559_MARK LOGO: USGS  
 TK0559_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0559_ROD/PIPE-DEPTH: 1.83 meters
 TK0559
 TK0559  HISTORY     - Date     Condition        Report By
 TK0559  HISTORY     - 1979     MONUMENTED       USGS
 TK0559
 TK0559                          STATION DESCRIPTION
 TK0559
 TK0559'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0559'6.1 KM (3.80 MI) SW FROM TURNER.
 TK0559'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0559'THENCE 3.7 MILES WEST AND SOUTH ALONG HIGHWAY 241, 0.3 MILES NORTH OF
 TK0559'A CROSSROAD, AT THE SOUTHEAST CORNER OF SECTION 10, T35N, R25E, 78
 TK0559'FEET WEST OF HIGHWAY 241, 10.1 FEET NORTH OF A T - FENCE WEST, AND
 TK0559'1.3 FEET EAST OF A FENCE.
 TK0559'THE MARK IS 2.7 FT  S FROM  A WITNESS POST
 TK0559'THE MARK IS 2.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1015 ***********************************************************************
 TN1015  DESIGNATION -  34 RHM
 TN1015  PID         -  TN1015
 TN1015  STATE/COUNTY-  MT/LINCOLN
 TN1015  USGS QUAD   -  RED MOUNTAIN (1983)
 TN1015
 TN1015                         *CURRENT SURVEY CONTROL
 TN1015  ___________________________________________________________________
 TN1015* NAD 83(1986)-  48 56 13.     (N)    115 15 29.     (W)     SCALED    
 TN1015* NAVD 88     -       970.319  (meters)    3183.45   (feet)  ADJUSTED  
 TN1015  ___________________________________________________________________
 TN1015  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 TN1015  DYNAMIC HT  -         970.381 (meters)    3183.66  (feet)  COMP
 TN1015  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 TN1015
 TN1015  VERT ORDER  -  THIRD
 TN1015
 TN1015.The horizontal coordinates were scaled from a topographic map and have
 TN1015.an estimated accuracy of +/- 6 seconds.
 TN1015
 TN1015.The orthometric height was determined by differential leveling
 TN1015.and adjusted by the National Geodetic Survey in June 1991..
 TN1015
 TN1015.The geoid height was determined by GEOID03.
 TN1015
 TN1015.The dynamic height is computed by dividing the NAVD 88
 TN1015.geopotential number by the normal gravity value computed on the
 TN1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1015.degrees latitude (g = 980.6199 gals.).
 TN1015
 TN1015.The modeled gravity was interpolated from observed gravity values.
 TN1015
 TN1015;                    North         East    Units  Estimated Accuracy
 TN1015;SPC MT       -   536,350.      178,540.      MT  (+/- 180 meters Scaled)
 TN1015
 TN1015                          SUPERSEDED SURVEY CONTROL
 TN1015
 TN1015  NGVD 29 (??/??/92)  969.11   (m)         3179.5    (f) COMPUTED    3 0
 TN1015
 TN1015.Superseded values are not recommended for survey control.
 TN1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1015.See file dsdata.txt to determine how the superseded data were derived.
 TN1015
 TN1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ275219(NAD 83)
 TN1015_MARKER: DB = BENCH MARK DISK
 TN1015_SETTING: 66 = SET IN ROCK OUTCROP
 TN1015_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1015_STAMPING: 34 RHM 1963
 TN1015_MARK LOGO: USGS  
 TN1015_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1015+STABILITY: POSITION/ELEVATION WELL
 TN1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1015+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1015
 TN1015  HISTORY     - Date     Condition        Report By
 TN1015  HISTORY     - 1963     MONUMENTED       USGS
 TN1015
 TN1015                          STATION DESCRIPTION
 TN1015
 TN1015'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1015'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1015'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1015'5.4 MILES NORTH AND WEST ALONG ROAD 92 TO A DIM T-ROAD WEST, IN THE
 TN1015'SOUTHEAST 1/4 CORNER OF SECTION 28/TOWNSHIP 37 NORTH/RANGE 28 WEST,
 TN1015'58 FEET WEST AND 6 FEET LOWER THAN INTERSECTION, IN THE TOP OF A
 TN1015'LARGE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0731 ***********************************************************************
 TL0731  DESIGNATION -  34 WAC
 TL0731  PID         -  TL0731
 TL0731  STATE/COUNTY-  MT/HILL
 TL0731  USGS QUAD   -  GILDFORD NE (1969)
 TL0731
 TL0731                         *CURRENT SURVEY CONTROL
 TL0731  ___________________________________________________________________
 TL0731* NAD 83(1986)-  48 39 12.     (N)    110 17 32.     (W)     SCALED    
 TL0731* NAVD 88     -       880.217  (meters)    2887.85   (feet)  ADJUSTED  
 TL0731  ___________________________________________________________________
 TL0731  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TL0731  DYNAMIC HT  -         880.300 (meters)    2888.12  (feet)  COMP
 TL0731  MODELED GRAV-     980,675.1   (mgal)                       NAVD 88
 TL0731
 TL0731  VERT ORDER  -  THIRD
 TL0731
 TL0731.The horizontal coordinates were scaled from a topographic map and have
 TL0731.an estimated accuracy of +/- 6 seconds.
 TL0731
 TL0731.The orthometric height was determined by differential leveling
 TL0731.and adjusted by the National Geodetic Survey in June 1991..
 TL0731
 TL0731.The geoid height was determined by GEOID03.
 TL0731
 TL0731.The dynamic height is computed by dividing the NAVD 88
 TL0731.geopotential number by the normal gravity value computed on the
 TL0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0731.degrees latitude (g = 980.6199 gals.).
 TL0731
 TL0731.The modeled gravity was interpolated from observed gravity values.
 TL0731
 TL0731;                    North         East    Units  Estimated Accuracy
 TL0731;SPC MT       -   489,620.      541,640.      MT  (+/- 180 meters Scaled)
 TL0731
 TL0731                          SUPERSEDED SURVEY CONTROL
 TL0731
 TL0731  NGVD 29 (??/??/92)  879.35   (m)         2885.0    (f) COMPUTED    3 0
 TL0731
 TL0731.Superseded values are not recommended for survey control.
 TL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0731.See file dsdata.txt to determine how the superseded data were derived.
 TL0731
 TL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU521891(NAD 83)
 TL0731_MARKER: DB = BENCH MARK DISK
 TL0731_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0731_SP_SET: PREFAB CONC. POST IN EARTH
 TL0731_STAMPING: 34 WAC 1963 2885
 TL0731_MARK LOGO: USGS  
 TL0731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0731+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0731
 TL0731  HISTORY     - Date     Condition        Report By
 TL0731  HISTORY     - 1963     MONUMENTED       USGS
 TL0731
 TL0731                          STATION DESCRIPTION
 TL0731
 TL0731'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0731'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0731'3 MILES NORTH, IN THE NORTHEAST CORNER OF SECTION 4/TOWNSHIP 33
 TL0731'NORTH/RANGE 11 EAST, 19.5 FEET SOUTH AND 79.5 FEET WEST AND 2.0 FEET
 TL0731'LOWER THAN CROSSROADS, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0288 ***********************************************************************
 TL0288  DESIGNATION -  3405 GN
 TL0288  PID         -  TL0288
 TL0288  STATE/COUNTY-  MT/TOOLE
 TL0288  USGS QUAD   -  SUNBURST (1986)
 TL0288
 TL0288                         *CURRENT SURVEY CONTROL
 TL0288  ___________________________________________________________________
 TL0288* NAD 83(1986)-  48 56 58.     (N)    111 56 03.     (W)     SCALED    
 TL0288* NAVD 88     -      1041.278  (meters)    3416.26   (feet)  POSTED    
 TL0288  ___________________________________________________________________
 TL0288  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 TL0288  DYNAMIC HT  -        1041.380 (meters)    3416.59  (feet)  COMP
 TL0288  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 TL0288
 TL0288  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 TL0288
 TL0288.The horizontal coordinates were scaled from a topographic map and have
 TL0288.an estimated accuracy of +/- 6 seconds.
 TL0288
 TL0288.The orthometric height was determined by differential leveling
 TL0288.and adjusted by the National Geodetic Survey in 1992..
 TL0288.No vertical observational check was made to the station.
 TL0288.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TL0288.was located on a no-check spur therefore a value was not computed.
 TL0288
 TL0288.The geoid height was determined by GEOID03.
 TL0288
 TL0288.The dynamic height is computed by dividing the NAVD 88
 TL0288.geopotential number by the normal gravity value computed on the
 TL0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0288.degrees latitude (g = 980.6199 gals.).
 TL0288
 TL0288.The modeled gravity was interpolated from observed gravity values.
 TL0288
 TL0288;                    North         East    Units  Estimated Accuracy
 TL0288;SPC MT       -   525,020.      421,740.      MT  (+/- 180 meters Scaled)
 TL0288
 TL0288                          SUPERSEDED SURVEY CONTROL
 TL0288
 TL0288.No superseded survey control is available for this station.
 TL0288
 TL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV316222(NAD 83)
 TL0288_MARKER: P = PIPE CAP
 TL0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0288_STAMPING: 3405 GN
 TL0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0288
 TL0288  HISTORY     - Date     Condition        Report By
 TL0288  HISTORY     - UNK      MONUMENTED       USGS
 TL0288  HISTORY     - 1913     GOOD             NGS
 TL0288  HISTORY     - 1938     MARK NOT FOUND   USGS
 TL0288  HISTORY     - 1978     MARK NOT FOUND   NGS
 TL0288
 TL0288                          STATION DESCRIPTION
 TL0288
 TL0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1913
 TL0288'3.5 MI S FROM SWEETGRASS.
 TL0288'ABOUT 3.5 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM
 TL0288'SWEETGRASS, TOOLE COUNTY, AT MILEAGE 134.5, ABOUT 0.5 MILE WEST OF THE
 TL0288'TRACK, IN A SADDLE IN THE HILLS, ABOUT 250 FEET NORTH OF AN ANGLE IN A
 TL0288'FENCE, AND 16 FEET WEST OF THE FENCE.  A UNITED STATES GEOLOGICAL
 TL0288'SURVEY STANDARD CAP, STAMPED 3405 GN AND RIVETED ON THE TOP OF A
 TL0288'3-1/2-INCH IRON PIPE.
 TL0288
 TL0288                          STATION RECOVERY (1938)
 TL0288
 TL0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 TL0288'MARK NOT FOUND.
 TL0288
 TL0288                          STATION RECOVERY (1978)
 TL0288
 TL0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TL0288'REPORTED NOT RECOVERED IN 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0692 ***********************************************************************
 RX0692  DESIGNATION -  3411
 RX0692  PID         -  RX0692
 RX0692  STATE/COUNTY-  MT/MISSOULA
 RX0692  USGS QUAD   -  SUNFLOWER MOUNTAIN (1965)
 RX0692
 RX0692                         *CURRENT SURVEY CONTROL
 RX0692  ___________________________________________________________________
 RX0692* NAD 83(1986)-  46 54 48.     (N)    113 42 40.     (W)     SCALED    
 RX0692* NAVD 88     -      1040.337  (meters)    3413.17   (feet)  ADJUSTED  
 RX0692  ___________________________________________________________________
 RX0692  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 RX0692  DYNAMIC HT  -        1040.177 (meters)    3412.65  (feet)  COMP
 RX0692  MODELED GRAV-     980,425.3   (mgal)                       NAVD 88
 RX0692
 RX0692  VERT ORDER  -  SECOND    CLASS 0
 RX0692
 RX0692.The horizontal coordinates were scaled from a topographic map and have
 RX0692.an estimated accuracy of +/- 6 seconds.
 RX0692
 RX0692.The orthometric height was determined by differential leveling
 RX0692.and adjusted by the National Geodetic Survey in June 1991..
 RX0692
 RX0692.The geoid height was determined by GEOID03.
 RX0692
 RX0692.The dynamic height is computed by dividing the NAVD 88
 RX0692.geopotential number by the normal gravity value computed on the
 RX0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0692.degrees latitude (g = 980.6199 gals.).
 RX0692
 RX0692.The modeled gravity was interpolated from observed gravity values.
 RX0692
 RX0692;                    North         East    Units  Estimated Accuracy
 RX0692;SPC MT       -   304,570.      279,550.      MT  (+/- 180 meters Scaled)
 RX0692
 RX0692                          SUPERSEDED SURVEY CONTROL
 RX0692
 RX0692  NGVD 29 (??/??/92) 1039.257  (m)         3409.63   (f) ADJ UNCH    2 0
 RX0692
 RX0692.Superseded values are not recommended for survey control.
 RX0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0692.See file dsdata.txt to determine how the superseded data were derived.
 RX0692
 RX0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS935991(NAD 83)
 RX0692_MARKER: P = PIPE CAP
 RX0692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0692_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0692_STAMPING: 3411 MSLA
 RX0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0692
 RX0692  HISTORY     - Date     Condition        Report By
 RX0692  HISTORY     - UNK      MONUMENTED       USGS
 RX0692  HISTORY     - 1934     GOOD             NGS
 RX0692
 RX0692                          STATION DESCRIPTION
 RX0692
 RX0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0692'7.4 MI W FROM POTOMAC.
 RX0692'7.4 MILES WEST ALONG STATE HIGHWAY 20 FROM POTOMAC, MISSOULA COUNTY,
 RX0692'120 YARDS WEST OF THE CENTER OF A BRIDGE OVER EAST TWIN CREEK, 68 FEET
 RX0692'NORTH OF THE CENTERLINE OF THE RIGHT-OF-WAY OF THE PROPOSED NEW ROAD,
 RX0692'AND 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 RX0692'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3411 MSLA AND RIVETED ON THE
 RX0692'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0426 ***********************************************************************
 SU0426  DESIGNATION -  3425
 SU0426  PID         -  SU0426
 SU0426  STATE/COUNTY-  MT/MINERAL
 SU0426  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU0426
 SU0426                         *CURRENT SURVEY CONTROL
 SU0426  ___________________________________________________________________
 SU0426* NAD 83(1986)-  47 21 47.     (N)    115 13 40.     (W)     SCALED    
 SU0426* NAVD 88     -      1044.805  (meters)    3427.83   (feet)  ADJUSTED  
 SU0426  ___________________________________________________________________
 SU0426  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 SU0426  DYNAMIC HT  -        1044.698 (meters)    3427.48  (feet)  COMP
 SU0426  MODELED GRAV-     980,475.3   (mgal)                       NAVD 88
 SU0426
 SU0426  VERT ORDER  -  SECOND    CLASS 0
 SU0426
 SU0426.The horizontal coordinates were scaled from a topographic map and have
 SU0426.an estimated accuracy of +/- 6 seconds.
 SU0426
 SU0426.The orthometric height was determined by differential leveling
 SU0426.and adjusted by the National Geodetic Survey in June 1991..
 SU0426
 SU0426.The geoid height was determined by GEOID03.
 SU0426
 SU0426.The dynamic height is computed by dividing the NAVD 88
 SU0426.geopotential number by the normal gravity value computed on the
 SU0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0426.degrees latitude (g = 980.6199 gals.).
 SU0426
 SU0426.The modeled gravity was interpolated from observed gravity values.
 SU0426
 SU0426;                    North         East    Units  Estimated Accuracy
 SU0426;SPC MT       -   361,720.      167,970.      MT  (+/- 180 meters Scaled)
 SU0426
 SU0426                          SUPERSEDED SURVEY CONTROL
 SU0426
 SU0426  NGVD 29 (??/??/92) 1043.64   (m)         3424.0    (f) COMPUTED    2 0
 SU0426
 SU0426.Superseded values are not recommended for survey control.
 SU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0426.See file dsdata.txt to determine how the superseded data were derived.
 SU0426
 SU0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN338470(NAD 83)
 SU0426_MARKER: DD = SURVEY DISK
 SU0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0426_STAMPING: 3425 1932
 SU0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0426+STABILITY: SURFACE MOTION
 SU0426
 SU0426  HISTORY     - Date     Condition        Report By
 SU0426  HISTORY     - 1932     MONUMENTED       BPR
 SU0426  HISTORY     - 1953     MARK NOT FOUND   NGS
 SU0426
 SU0426                          STATION DESCRIPTION
 SU0426
 SU0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SU0426'6.4 MI E FROM DE BORGIA.
 SU0426'6.4 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0426'STATION AT DE BORGIA, MINERAL COUNTY, 1.7 MILES WEST OF CAMELS HUMP
 SU0426'MOUNTAIN, 1.9 MILES EAST OF CABIN CITY, 111 FEET WEST OF THE SOUTH
 SU0426'TURN OF A HIGHWAY DRAINAGE DITCH, 90 FEET SOUTH OF THE CENTERLINE OF
 SU0426'THE HIGHWAY, 55 FEET WEST OF A 4-FOOT PINE TREE, 18 FEET SOUTHEAST OF
 SU0426'A 3-FOOT SPRUCE TREE, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SU0426'AND 6 FEET NORTH OF A 3-FOOT TWIN SPRUCE TREE. A UNITED STATES BUREAU
 SU0426'OF PUBLIC ROADS STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST.
 SU0426'NOTE-- MARK PROBABLY ON AN OLD ROAD WHICH HAS SINCE BEEN ABANDONED TO
 SU0426'FACILITATE LOGGING OPERATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0033 ***********************************************************************
 QU0033  DESIGNATION -  3426 DW
 QU0033  PID         -  QU0033
 QU0033  STATE/COUNTY-  MT/CARTER
 QU0033  USGS QUAD   -  ALZADA (1980)
 QU0033
 QU0033                         *CURRENT SURVEY CONTROL
 QU0033  ___________________________________________________________________
 QU0033* NAD 83(1986)-  45 01 33.     (N)    104 25 19.     (W)     SCALED    
 QU0033* NAVD 88     -      1045.791  (meters)    3431.07   (feet)  ADJUSTED  
 QU0033  ___________________________________________________________________
 QU0033  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QU0033  DYNAMIC HT  -        1045.522 (meters)    3430.18  (feet)  COMP
 QU0033  MODELED GRAV-     980,323.1   (mgal)                       NAVD 88
 QU0033
 QU0033  VERT ORDER  -  SECOND    CLASS 0
 QU0033
 QU0033.The horizontal coordinates were scaled from a topographic map and have
 QU0033.an estimated accuracy of +/- 6 seconds.
 QU0033
 QU0033.The orthometric height was determined by differential leveling
 QU0033.and adjusted by the National Geodetic Survey in June 1991..
 QU0033
 QU0033.The geoid height was determined by GEOID03.
 QU0033
 QU0033.The dynamic height is computed by dividing the NAVD 88
 QU0033.geopotential number by the normal gravity value computed on the
 QU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0033.degrees latitude (g = 980.6199 gals.).
 QU0033
 QU0033.The modeled gravity was interpolated from observed gravity values.
 QU0033
 QU0033;                    North         East    Units  Estimated Accuracy
 QU0033;SPC MT       -    99,200.      999,920.      MT  (+/- 180 meters Scaled)
 QU0033
 QU0033                          SUPERSEDED SURVEY CONTROL
 QU0033
 QU0033  NGVD 29 (??/??/92) 1045.23   (m)         3429.2    (f) COMPUTED    2 0
 QU0033
 QU0033.Superseded values are not recommended for survey control.
 QU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0033.See file dsdata.txt to determine how the superseded data were derived.
 QU0033
 QU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK455859(NAD 83)
 QU0033_MARKER: P = PIPE CAP
 QU0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QU0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QU0033_STAMPING: 3426 DW 1902
 QU0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0033
 QU0033  HISTORY     - Date     Condition        Report By
 QU0033  HISTORY     - 1902     MONUMENTED       USGS
 QU0033  HISTORY     - 1935     GOOD             NGS
 QU0033
 QU0033                          STATION DESCRIPTION
 QU0033
 QU0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QU0033'AT ALZADA.
 QU0033'AT ALZADA, CARTER COUNTY, ONE-HALF BLOCK NORTH OF THE COMMUNITY
 QU0033'HALL, 1200 FEET WEST OF THE NORTH-AND-SOUTH STREET LEADING PAST
 QU0033'THE COMMUNITY HALL, 555 FEET SOUTH OF THE CENTERLINE OF THE
 QU0033'OLD HIGHWAY, IN A FIELD DUE WEST OF A TURN IN THE OLD HIGHWAY,
 QU0033'270 FEET EAST OF A DESERTED HOUSE, 160 FEET NORTHEAST OF THE
 QU0033'NORTHEAST CORNER OF A LOG BARN, AND 90 FEET EAST OF A FENCE.
 QU0033'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3426
 QU0033'DW 1902 AND RIVETED ON THE TOP OF A 3-1/2 INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0108 ***********************************************************************
 RY0108  DESIGNATION -  3428 RESET
 RY0108  PID         -  RY0108
 RY0108  STATE/COUNTY-  MT/RAVALLI
 RY0108  USGS QUAD   -  CORVALLIS (1967)
 RY0108
 RY0108                         *CURRENT SURVEY CONTROL
 RY0108  ___________________________________________________________________
 RY0108* NAD 83(1986)-  46 18 49.     (N)    114 06 47.     (W)     SCALED    
 RY0108* NAVD 88     -      1060.406  (meters)    3479.02   (feet)  ADJUSTED  
 RY0108  ___________________________________________________________________
 RY0108  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 RY0108  DYNAMIC HT  -        1060.139 (meters)    3478.14  (feet)  COMP
 RY0108  MODELED GRAV-     980,328.5   (mgal)                       NAVD 88
 RY0108
 RY0108  VERT ORDER  -  FIRST     CLASS II
 RY0108
 RY0108.The horizontal coordinates were scaled from a topographic map and have
 RY0108.an estimated accuracy of +/- 6 seconds.
 RY0108
 RY0108.The orthometric height was determined by differential leveling
 RY0108.and adjusted by the National Geodetic Survey in June 1991..
 RY0108
 RY0108.The geoid height was determined by GEOID03.
 RY0108
 RY0108.The dynamic height is computed by dividing the NAVD 88
 RY0108.geopotential number by the normal gravity value computed on the
 RY0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0108.degrees latitude (g = 980.6199 gals.).
 RY0108
 RY0108.The modeled gravity was interpolated from observed gravity values.
 RY0108
 RY0108;                    North         East    Units  Estimated Accuracy
 RY0108;SPC MT       -   239,780.      245,080.      MT  (+/- 180 meters Scaled)
 RY0108
 RY0108                          SUPERSEDED SURVEY CONTROL
 RY0108
 RY0108.No superseded survey control is available for this station.
 RY0108
 RY0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM222329(NAD 83)
 RY0108_MARKER: DD = SURVEY DISK
 RY0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0108_SP_SET: STONE FOUNDATION
 RY0108_STAMPING: 3428 (USGS) RESET 1940
 RY0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0108
 RY0108  HISTORY     - Date     Condition        Report By
 RY0108  HISTORY     - 1940     MONUMENTED       USGS
 RY0108  HISTORY     - 1964     GOOD             NGS
 RY0108  HISTORY     - 1986     GOOD             USPSQD
 RY0108
 RY0108                          STATION DESCRIPTION
 RY0108
 RY0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RY0108'IN CORVALLIS.
 RY0108'AT CORVALLIS, RAVALLI COUNTY, AT THE GRADE SCHOOL, AT THE SOUTHWEST
 RY0108'CORNER OF THE BUILDING, IN THE SOUTH SIDE OF THE STONE FOUNDATION, AND
 RY0108'0.6 FOOT ABOVE THE GROUND, AND SET VERTICALLY IN THE FACE OF THE GRADE
 RY0108'SCHOOL ENTRANCE.
 RY0108
 RY0108                          STATION RECOVERY (1986)
 RY0108
 RY0108'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0188 ***********************************************************************
 TN0188  DESIGNATION -  3430.88
 TN0188  PID         -  TN0188
 TN0188  STATE/COUNTY-  MT/LINCOLN
 TN0188  USGS QUAD   -  THOMPSON LAKES (1983)
 TN0188
 TN0188                         *CURRENT SURVEY CONTROL
 TN0188  ___________________________________________________________________
 TN0188* NAD 83(1986)-  48 01 21.     (N)    115 00 48.     (W)     SCALED    
 TN0188* NAVD 88     -      1046.783  (meters)    3434.32   (feet)  ADJUSTED  
 TN0188  ___________________________________________________________________
 TN0188  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 TN0188  DYNAMIC HT  -        1046.752 (meters)    3434.22  (feet)  COMP
 TN0188  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 TN0188
 TN0188  VERT ORDER  -  SECOND    CLASS 0
 TN0188
 TN0188.The horizontal coordinates were scaled from a topographic map and have
 TN0188.an estimated accuracy of +/- 6 seconds.
 TN0188
 TN0188.The orthometric height was determined by differential leveling
 TN0188.and adjusted by the National Geodetic Survey in June 1991..
 TN0188
 TN0188.The geoid height was determined by GEOID03.
 TN0188
 TN0188.The dynamic height is computed by dividing the NAVD 88
 TN0188.geopotential number by the normal gravity value computed on the
 TN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0188.degrees latitude (g = 980.6199 gals.).
 TN0188
 TN0188.The modeled gravity was interpolated from observed gravity values.
 TN0188
 TN0188;                    North         East    Units  Estimated Accuracy
 TN0188;SPC MT       -   433,660.      189,270.      MT  (+/- 180 meters Scaled)
 TN0188
 TN0188                          SUPERSEDED SURVEY CONTROL
 TN0188
 TN0188  NGVD 29 (??/??/92) 1045.603  (m)         3430.45   (f) ADJ UNCH    2 0
 TN0188
 TN0188.Superseded values are not recommended for survey control.
 TN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0188.See file dsdata.txt to determine how the superseded data were derived.
 TN0188
 TN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP481207(NAD 83)
 TN0188_MARKER: DB = BENCH MARK DISK
 TN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0188_STAMPING: ELEV 3430.88
 TN0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0188+STABILITY: SURFACE MOTION
 TN0188
 TN0188  HISTORY     - Date     Condition        Report By
 TN0188  HISTORY     - UNK      MONUMENTED       MTDH
 TN0188  HISTORY     - 1952     GOOD             NGS
 TN0188
 TN0188                          STATION DESCRIPTION
 TN0188
 TN0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0188'7.9 MI SE FROM HAPPYS INN.
 TN0188'7.9 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0188'HAPPYS INN, AT THE APPROXIMATE CENTER OF A LONG FILL, 64 FEET
 TN0188'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56 1/2 FEET NORTHWEST OF
 TN0188'A TELEPHONE POLE, 10 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST
 TN0188'NO. 900+00, ABOUT 7 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 TN0188'A CONCRETE POST MARKED FAP F 58(20) FAP 58-F PROJECTING 3 FEET ABOVE
 TN0188'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0024 ***********************************************************************
 TN0024  DESIGNATION -  3438 A
 TN0024  PID         -  TN0024
 TN0024  STATE/COUNTY-  MT/FLATHEAD
 TN0024  USGS QUAD   -  DEMERS RIDGE (1994)
 TN0024
 TN0024                         *CURRENT SURVEY CONTROL
 TN0024  ___________________________________________________________________
 TN0024* NAD 83(1986)-  48 41 53.     (N)    114 13 05.     (W)     SCALED    
 TN0024* NAVD 88     -      1049.011  (meters)    3441.63   (feet)  ADJUSTED  
 TN0024  ___________________________________________________________________
 TN0024  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 TN0024  DYNAMIC HT  -        1049.009 (meters)    3441.62  (feet)  COMP
 TN0024  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 TN0024
 TN0024  VERT ORDER  -  FIRST     CLASS II
 TN0024
 TN0024.The horizontal coordinates were scaled from a topographic map and have
 TN0024.an estimated accuracy of +/- 6 seconds.
 TN0024
 TN0024.The orthometric height was determined by differential leveling
 TN0024.and adjusted by the National Geodetic Survey in June 1991..
 TN0024
 TN0024.The geoid height was determined by GEOID03.
 TN0024
 TN0024.The dynamic height is computed by dividing the NAVD 88
 TN0024.geopotential number by the normal gravity value computed on the
 TN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0024.degrees latitude (g = 980.6199 gals.).
 TN0024
 TN0024.The modeled gravity was interpolated from observed gravity values.
 TN0024
 TN0024;                    North         East    Units  Estimated Accuracy
 TN0024;SPC MT       -   504,750.      252,960.      MT  (+/- 180 meters Scaled)
 TN0024
 TN0024                          SUPERSEDED SURVEY CONTROL
 TN0024
 TN0024  NGVD 29 (??/??/92) 1047.825  (m)         3437.74   (f) ADJ UNCH    1 2
 TN0024
 TN0024.Superseded values are not recommended for survey control.
 TN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0024.See file dsdata.txt to determine how the superseded data were derived.
 TN0024
 TN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP046976(NAD 83)
 TN0024_MARKER: N = NAIL
 TN0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0024_SP_SET: PINE TREE
 TN0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0024
 TN0024  HISTORY     - Date     Condition        Report By
 TN0024  HISTORY     - UNK      MONUMENTED       USGS
 TN0024  HISTORY     - 1946     GOOD             NGS
 TN0024
 TN0024                          STATION DESCRIPTION
 TN0024
 TN0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0024'6.5 MI SE FROM POLEBRIDGE.
 TN0024'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  6.2 MILES SOUTHEAST ALONG
 TN0024'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, AT THE SOUTH
 TN0024'END OF AN S CURVE, 180.0 FEET SOUTH OF A GALVANIZED CULVERT, 23.2 FEET
 TN0024'EAST OF THE CENTERLINE OF THE ROAD, A COPPER NAIL AND WASHER IN A ROOT
 TN0024'ON THE WEST SIDE OF A 16 INCH PINE TREE, SCRIBED A B M 3438, AND ABOUT
 TN0024'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0453 ***********************************************************************
 ST0453  DESIGNATION -  3445
 ST0453  PID         -  ST0453
 ST0453  STATE/COUNTY-  MT/LAKE
 ST0453  USGS QUAD   -  SALMON PRAIRIE (1994)
 ST0453
 ST0453                         *CURRENT SURVEY CONTROL
 ST0453  ___________________________________________________________________
 ST0453* NAD 83(1986)-  47 40 40.     (N)    113 47 57.     (W)     SCALED    
 ST0453* NAVD 88     -      1050.002  (meters)    3444.88   (feet)  ADJUSTED  
 ST0453  ___________________________________________________________________
 ST0453  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 ST0453  DYNAMIC HT  -        1049.894 (meters)    3444.53  (feet)  COMP
 ST0453  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 ST0453
 ST0453  VERT ORDER  -  SECOND    CLASS 0
 ST0453
 ST0453.The horizontal coordinates were scaled from a topographic map and have
 ST0453.an estimated accuracy of +/- 6 seconds.
 ST0453
 ST0453.The orthometric height was determined by differential leveling
 ST0453.and adjusted by the National Geodetic Survey in June 1991..
 ST0453
 ST0453.The geoid height was determined by GEOID03.
 ST0453
 ST0453.The dynamic height is computed by dividing the NAVD 88
 ST0453.geopotential number by the normal gravity value computed on the
 ST0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0453.degrees latitude (g = 980.6199 gals.).
 ST0453
 ST0453.The modeled gravity was interpolated from observed gravity values.
 ST0453
 ST0453;                    North         East    Units  Estimated Accuracy
 ST0453;SPC MT       -   389,740.      277,520.      MT  (+/- 180 meters Scaled)
 ST0453
 ST0453                          SUPERSEDED SURVEY CONTROL
 ST0453
 ST0453  NGVD 29 (??/??/92) 1048.853  (m)         3441.11   (f) ADJ UNCH    2 0
 ST0453
 ST0453.Superseded values are not recommended for survey control.
 ST0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0453.See file dsdata.txt to determine how the superseded data were derived.
 ST0453
 ST0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT899842(NAD 83)
 ST0453_MARKER: DD = SURVEY DISK
 ST0453_SETTING: 80 = SET IN A BOULDER
 ST0453_SP_SET: BOULDER
 ST0453_STAMPING: 3445
 ST0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0453+STABILITY: SURFACE MOTION
 ST0453
 ST0453  HISTORY     - Date     Condition        Report By
 ST0453  HISTORY     - UNK      MONUMENTED       USGS
 ST0453  HISTORY     - 1934     GOOD             NGS
 ST0453
 ST0453                          STATION DESCRIPTION
 ST0453
 ST0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ST0453'14.0 N FROM RUMBLE CREEK.
 ST0453'IN LAKE COUNTY, 14.0 MILES NORTH ALONG STATE HIGHWAY 31 FROM RUMBLE
 ST0453'CREEK, MISSOULA COUNTY, 0.1 MILE NORTHWEST OF THE BRIDGE OVER LION
 ST0453'CREEK, AT THE FOOT OF A HILL, AND IN THE TOP OF A LARGE BOULDER.  A
 ST0453'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3445.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0430 ***********************************************************************
 SU0430  DESIGNATION -  3448
 SU0430  PID         -  SU0430
 SU0430  STATE/COUNTY-  MT/MINERAL
 SU0430  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU0430
 SU0430                         *CURRENT SURVEY CONTROL
 SU0430  ___________________________________________________________________
 SU0430* NAD 83(1986)-  47 20 54.     (N)    115 11 10.     (W)     SCALED    
 SU0430* NAVD 88     -      1051.844  (meters)    3450.92   (feet)  ADJUSTED  
 SU0430  ___________________________________________________________________
 SU0430  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU0430  DYNAMIC HT  -        1051.713 (meters)    3450.50  (feet)  COMP
 SU0430  MODELED GRAV-     980,452.6   (mgal)                       NAVD 88
 SU0430
 SU0430  VERT ORDER  -  SECOND    CLASS 0
 SU0430
 SU0430.The horizontal coordinates were scaled from a topographic map and have
 SU0430.an estimated accuracy of +/- 6 seconds.
 SU0430
 SU0430.The orthometric height was determined by differential leveling
 SU0430.and adjusted by the National Geodetic Survey in June 1991..
 SU0430
 SU0430.The geoid height was determined by GEOID03.
 SU0430
 SU0430.The dynamic height is computed by dividing the NAVD 88
 SU0430.geopotential number by the normal gravity value computed on the
 SU0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0430.degrees latitude (g = 980.6199 gals.).
 SU0430
 SU0430.The modeled gravity was interpolated from observed gravity values.
 SU0430
 SU0430;                    North         East    Units  Estimated Accuracy
 SU0430;SPC MT       -   359,860.      170,990.      MT  (+/- 180 meters Scaled)
 SU0430
 SU0430                          SUPERSEDED SURVEY CONTROL
 SU0430
 SU0430  NGVD 29 (??/??/92) 1050.658  (m)         3447.03   (f) ADJ UNCH    2 0
 SU0430
 SU0430.Superseded values are not recommended for survey control.
 SU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0430.See file dsdata.txt to determine how the superseded data were derived.
 SU0430
 SU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN370454(NAD 83)
 SU0430_MARKER: DD = SURVEY DISK
 SU0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0430_STAMPING: 3448 1932
 SU0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0430+STABILITY: SURFACE MOTION
 SU0430
 SU0430  HISTORY     - Date     Condition        Report By
 SU0430  HISTORY     - 1932     MONUMENTED       BPR
 SU0430  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0430
 SU0430                          STATION DESCRIPTION
 SU0430
 SU0430'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 SU0430'6.4 MI W FROM ST REGIS.
 SU0430'6.4 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0430'STATION AT ST. REGIS, MINERAL COUNTY, 2.4 MILES EAST OF CAMELS HUMP
 SU0430'MOUNTAIN, 270 FEET SOUTHEAST OF HIGHWAY MARKER 110+00, 270 FEET
 SU0430'SOUTHEAST OF THE NORTH END OF A GUARDRAIL, 250 FEET SOUTHEAST OF THE
 SU0430'SOUTHEAST END OF A SHALE-ROCK CUT ON THE NORTHEAST SIDE OF THE
 SU0430'HIGHWAY, 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN A SMALL
 SU0430'CLEARING ON A STEEP BANK, AND LEVEL WITH THE HIGHWAY.  A UNITED STATES
 SU0430'BUREAU OF PUBLIC ROADS STANDARD DISK, SET IN THE TOP OF A ROUND
 SU0430'CONCRETE POST.
 SU0430
 SU0430                          STATION RECOVERY (1982)
 SU0430
 SU0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0035 ***********************************************************************
 RV0035  DESIGNATION -  3450
 RV0035  PID         -  RV0035
 RV0035  STATE/COUNTY-  MT/YELLOWSTONE
 RV0035  USGS QUAD   -  NORTH FORK CROOKED CREEK EAST (1980)
 RV0035
 RV0035                         *CURRENT SURVEY CONTROL
 RV0035  ___________________________________________________________________
 RV0035* NAD 83(1986)-  46 04 24.     (N)    108 28 03.     (W)     SCALED    
 RV0035* NAVD 88     -      1052.373  (meters)    3452.66   (feet)  ADJUSTED  
 RV0035  ___________________________________________________________________
 RV0035  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 RV0035  DYNAMIC HT  -        1052.191 (meters)    3452.06  (feet)  COMP
 RV0035  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 RV0035
 RV0035  VERT ORDER  -  SECOND    CLASS 0
 RV0035
 RV0035.The horizontal coordinates were scaled from a topographic map and have
 RV0035.an estimated accuracy of +/- 6 seconds.
 RV0035
 RV0035.The orthometric height was determined by differential leveling
 RV0035.and adjusted by the National Geodetic Survey in June 1991..
 RV0035
 RV0035.The geoid height was determined by GEOID03.
 RV0035
 RV0035.The dynamic height is computed by dividing the NAVD 88
 RV0035.geopotential number by the normal gravity value computed on the
 RV0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0035.degrees latitude (g = 980.6199 gals.).
 RV0035
 RV0035.The modeled gravity was interpolated from observed gravity values.
 RV0035
 RV0035;                    North         East    Units  Estimated Accuracy
 RV0035;SPC MT       -   203,150.      679,840.      MT  (+/- 180 meters Scaled)
 RV0035
 RV0035                          SUPERSEDED SURVEY CONTROL
 RV0035
 RV0035  NGVD 29 (??/??/92) 1051.594  (m)         3450.10   (f) ADJ UNCH    2 0
 RV0035
 RV0035.Superseded values are not recommended for survey control.
 RV0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0035.See file dsdata.txt to determine how the superseded data were derived.
 RV0035
 RV0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS958053(NAD 83)
 RV0035_MARKER: P = PIPE CAP
 RV0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0035_STAMPING: 3450 1916
 RV0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0035
 RV0035  HISTORY     - Date     Condition        Report By
 RV0035  HISTORY     - 1916     MONUMENTED       USGS
 RV0035
 RV0035                          STATION DESCRIPTION
 RV0035
 RV0035'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0035'8.1 MI S FROM THIRTY MILE INN.
 RV0035'IN YELLOW COUNTY, 8.1 MILES SOUTH ALONG U. S. HIGHWAY 87 FROM THIRTY
 RV0035'MILE INN, MUSSELSHELL COUNTY, 67 FEET SOUTH OF THE
 RV0035'YELLOWSTONE-MUSSELSHELL COUNTY LINE, AT THE NORTHWEST CORNER OF SEC.
 RV0035'26, T 4 N., R 26 E., AT THE CROSSING OF THE ROAD LEADING TO BROADVIEW,
 RV0035'AND 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 RV0035'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3450 1916 AND RIVETED ON THE
 RV0035'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0165 ***********************************************************************
 TN0165  DESIGNATION -  3458.06
 TN0165  PID         -  TN0165
 TN0165  STATE/COUNTY-  MT/FLATHEAD
 TN0165  USGS QUAD   -  HASKILL MOUNTAIN (1994)
 TN0165
 TN0165                         *CURRENT SURVEY CONTROL
 TN0165  ___________________________________________________________________
 TN0165* NAD 83(1986)-  48 06 52.     (N)    114 36 05.     (W)     SCALED    
 TN0165* NAVD 88     -      1055.108  (meters)    3461.63   (feet)  ADJUSTED  
 TN0165  ___________________________________________________________________
 TN0165  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TN0165  DYNAMIC HT  -        1055.087 (meters)    3461.56  (feet)  COMP
 TN0165  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 TN0165
 TN0165  VERT ORDER  -  SECOND    CLASS 0
 TN0165
 TN0165.The horizontal coordinates were scaled from a topographic map and have
 TN0165.an estimated accuracy of +/- 6 seconds.
 TN0165
 TN0165.The orthometric height was determined by differential leveling
 TN0165.and adjusted by the National Geodetic Survey in June 1991..
 TN0165
 TN0165.The geoid height was determined by GEOID03.
 TN0165
 TN0165.The dynamic height is computed by dividing the NAVD 88
 TN0165.geopotential number by the normal gravity value computed on the
 TN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0165.degrees latitude (g = 980.6199 gals.).
 TN0165
 TN0165.The modeled gravity was interpolated from observed gravity values.
 TN0165
 TN0165;                    North         East    Units  Estimated Accuracy
 TN0165;SPC MT       -   441,780.      220,580.      MT  (+/- 180 meters Scaled)
 TN0165
 TN0165                          SUPERSEDED SURVEY CONTROL
 TN0165
 TN0165  NGVD 29 (??/??/92) 1053.957  (m)         3457.86   (f) ADJ UNCH    2 0
 TN0165
 TN0165.Superseded values are not recommended for survey control.
 TN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0165.See file dsdata.txt to determine how the superseded data were derived.
 TN0165
 TN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP785318(NAD 83)
 TN0165_MARKER: DD = SURVEY DISK
 TN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0165_STAMPING: 3458.06
 TN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0165+STABILITY: SURFACE MOTION
 TN0165
 TN0165  HISTORY     - Date     Condition        Report By
 TN0165  HISTORY     - UNK      MONUMENTED       MTDH
 TN0165  HISTORY     - 1952     GOOD             NGS
 TN0165  HISTORY     - 20030203 GOOD             MTDOT
 TN0165
 TN0165                          STATION DESCRIPTION
 TN0165
 TN0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0165'3.2 MI NE FROM MARION.
 TN0165'0.8 MILE SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT MARION,
 TN0165'THENCE 2.4 MILES NORTHEAST ALONG U. S. HIGHWAY 2, ON THE INSIDE OF A
 TN0165'LONG CURVE, DIRECTLY UNDER A POWER LINE, ABOUT 54 YARDS SOUTH
 TN0165'SOUTHWEST OF THE APPROXIMATE CENTER OF THE Y JUNCTION OF A ROAD
 TN0165'LEADING NORTHWEST, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 TN0165'8.7 FEET NORTH OF A FENCE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 TN0165'SET IN THE TOP OF A CONCRETE POST PROJECTING 3.0 FEET ABOVE THE GROUND
 TN0165'AND MARKED F.A.P. 58 I F.A.P. 58 A.
 TN0165
 TN0165                          STATION RECOVERY (2003)
 TN0165
 TN0165'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (DMR)
 TN0165'14.95 METERS LT OF US HIGHWAY 2 MILEPOST 103.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0118 ***********************************************************************
 TK0118  DESIGNATION -  3461.4
 TK0118  PID         -  TK0118
 TK0118  STATE/COUNTY-  MT/BLAINE
 TK0118  USGS QUAD   -  STIFFARM COULEE (1971)
 TK0118
 TK0118                         *CURRENT SURVEY CONTROL
 TK0118  ___________________________________________________________________
 TK0118* NAD 83(1986)-  48 00 59.     (N)    108 41 30.     (W)     SCALED    
 TK0118* NAVD 88     -      1055.862  (meters)    3464.11   (feet)  ADJUSTED  
 TK0118  ___________________________________________________________________
 TK0118  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TK0118  DYNAMIC HT  -        1055.873 (meters)    3464.14  (feet)  COMP
 TK0118  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 TK0118
 TK0118  VERT ORDER  -  SECOND    CLASS 0
 TK0118
 TK0118.The horizontal coordinates were scaled from a topographic map and have
 TK0118.an estimated accuracy of +/- 6 seconds.
 TK0118
 TK0118.The orthometric height was determined by differential leveling
 TK0118.and adjusted by the National Geodetic Survey in June 1991..
 TK0118
 TK0118.The geoid height was determined by GEOID03.
 TK0118
 TK0118.The dynamic height is computed by dividing the NAVD 88
 TK0118.geopotential number by the normal gravity value computed on the
 TK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0118.degrees latitude (g = 980.6199 gals.).
 TK0118
 TK0118.The modeled gravity was interpolated from observed gravity values.
 TK0118
 TK0118;                    North         East    Units  Estimated Accuracy
 TK0118;SPC MT       -   418,830.      660,280.      MT  (+/- 180 meters Scaled)
 TK0118
 TK0118                          SUPERSEDED SURVEY CONTROL
 TK0118
 TK0118  NGVD 29 (??/??/92) 1055.052  (m)         3461.45   (f) ADJ UNCH    2 0
 TK0118
 TK0118.Superseded values are not recommended for survey control.
 TK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0118.See file dsdata.txt to determine how the superseded data were derived.
 TK0118
 TK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU721207(NAD 83)
 TK0118_MARKER: P = PIPE CAP
 TK0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0118_STAMPING: T 26 N R 23 E R 24 E S 12 S 7 S 13 S 18
 TK0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0118
 TK0118  HISTORY     - Date     Condition        Report By
 TK0118  HISTORY     - UNK      MONUMENTED       USGLO
 TK0118  HISTORY     - 1934     GOOD             NGS
 TK0118
 TK0118                          STATION DESCRIPTION
 TK0118
 TK0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TK0118'2.0 MI N FROM HAYS.
 TK0118'2.0 MILES NORTH ALONG THE ROAD LEADING TO SANDCLIFFS FROM HAYS, BLAINE
 TK0118'COUNTY, 214 YARDS WEST OF THE CENTER OF A ROAD CROSSING, IN LINE WITH
 TK0118'A FENCE, AND 2 FEET NORTH OF THE FENCE CORNER.  A UNITED STATES
 TK0118'GENERAL LAND OFFICE STANDARD CAP, STAMPED T 26 N R 23 E R 24 E S 12 S
 TK0118'7 S 13 S 18 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0646 ***********************************************************************
 RX0646  DESIGNATION -  3467
 RX0646  PID         -  RX0646
 RX0646  STATE/COUNTY-  MT/MISSOULA
 RX0646  USGS QUAD   -  CLINTON (1965)
 RX0646
 RX0646                         *CURRENT SURVEY CONTROL
 RX0646  ___________________________________________________________________
 RX0646* NAD 83(1986)-  46 46 30.     (N)    113 42 51.     (W)     SCALED    
 RX0646* NAVD 88     -      1057.389  (meters)    3469.12   (feet)  POSTED    
 RX0646  ___________________________________________________________________
 RX0646  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 RX0646  DYNAMIC HT  -        1057.200 (meters)    3468.50  (feet)  COMP
 RX0646  MODELED GRAV-     980,402.5   (mgal)                       NAVD 88
 RX0646
 RX0646  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RX0646
 RX0646.The horizontal coordinates were scaled from a topographic map and have
 RX0646.an estimated accuracy of +/- 6 seconds.
 RX0646
 RX0646.The orthometric height was determined by differential leveling
 RX0646.and adjusted by the National Geodetic Survey in 1992..
 RX0646.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RX0646.rate of 0.0 thru 1.0 mm/km.
 RX0646
 RX0646.The geoid height was determined by GEOID03.
 RX0646
 RX0646.The dynamic height is computed by dividing the NAVD 88
 RX0646.geopotential number by the normal gravity value computed on the
 RX0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0646.degrees latitude (g = 980.6199 gals.).
 RX0646
 RX0646.The modeled gravity was interpolated from observed gravity values.
 RX0646
 RX0646;                    North         East    Units  Estimated Accuracy
 RX0646;SPC MT       -   289,230.      278,490.      MT  (+/- 180 meters Scaled)
 RX0646
 RX0646                          SUPERSEDED SURVEY CONTROL
 RX0646
 RX0646.No superseded survey control is available for this station.
 RX0646
 RX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS927837(NAD 83)
 RX0646_MARKER: P = PIPE CAP
 RX0646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0646_STAMPING: 3465.679 MSLA
 RX0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0646
 RX0646  HISTORY     - Date     Condition        Report By
 RX0646  HISTORY     - UNK      MONUMENTED       USGS
 RX0646  HISTORY     - 1959     MARK NOT FOUND   NGS
 RX0646
 RX0646                          STATION DESCRIPTION
 RX0646
 RX0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0646'IN CLINTON.
 RX0646'AT CLINTON, MISSOULA COUNTY, 0.2 MILE EAST OF THE RAILROAD CROSSING AT
 RX0646'THE WEST EDGE OF TOWN, 165 YARDS SOUTHEAST OF A SECTION HOUSE, 25 FEET
 RX0646'SOUTH OF THE CENTERLINE OF A ROAD, AND AT THE NORTHEAST CORNER OF THE
 RX0646'CLINTON FEDERATED CLUB HOUSE.  A UNITED STATES GEOLOGICAL SURVEY
 RX0646'STANDARD CAP, STAMPED 3465.679 MSLA AND RIVETED ON THE TOP OF A
 RX0646'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0419 ***********************************************************************
 SR0419  DESIGNATION -  3481 BUTTE
 SR0419  PID         -  SR0419
 SR0419  STATE/COUNTY-  MT/FERGUS
 SR0419  USGS QUAD   -  CHRISTINA (1985)
 SR0419
 SR0419                         *CURRENT SURVEY CONTROL
 SR0419  ___________________________________________________________________
 SR0419* NAD 83(1992)-  47 26 28.01390(N)    109 19 45.20489(W)     ADJUSTED  
 SR0419* NAVD 88     -      1061.562  (meters)    3482.81   (feet)  ADJUSTED  
 SR0419  ___________________________________________________________________
 SR0419  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 SR0419  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 SR0419  DYNAMIC HT  -        1061.508 (meters)    3482.63  (feet)  COMP
 SR0419  MODELED GRAV-     980,524.8   (mgal)                       NAVD 88
 SR0419
 SR0419  HORZ ORDER  -  THIRD
 SR0419  VERT ORDER  -  FIRST     CLASS II
 SR0419
 SR0419.The horizontal coordinates were established by classical geodetic methods
 SR0419.and adjusted by the National Geodetic Survey in December 2001..
 SR0419.No horizontal observational check was made to the station.
 SR0419
 SR0419.The orthometric height was determined by differential leveling
 SR0419.and adjusted by the National Geodetic Survey in June 1991..
 SR0419
 SR0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0419
 SR0419.The geoid height was determined by GEOID03.
 SR0419
 SR0419.The dynamic height is computed by dividing the NAVD 88
 SR0419.geopotential number by the normal gravity value computed on the
 SR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0419.degrees latitude (g = 980.6199 gals.).
 SR0419
 SR0419.The modeled gravity was interpolated from observed gravity values.
 SR0419
 SR0419;                    North         East     Units Scale Factor Converg.
 SR0419;SPC MT       -   354,603.123   612,873.811   MT  0.99942057   +0 07 29.7
 SR0419;SPC MT       - 1,163,396.07  2,010,740.85   iFT  0.99942057   +0 07 29.7
 SR0419;UTM  12      - 5,255,538.574   625,971.037   MT  0.99979501   +1 13 51.0
 SR0419
 SR0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0419!SPC MT       -   0.99983583  x   0.99942057  =   0.99925649
 SR0419!UTM  12      -   0.99983583  x   0.99979501  =   0.99963087
 SR0419
 SR0419                          SUPERSEDED SURVEY CONTROL
 SR0419
 SR0419  NAVD 88 (12/21/01) 1061.56   (m)         3482.8    (f) LEVELING    3  
 SR0419  NGVD 29 (??/??/92) 1060.726  (m)         3480.07   (f) ADJ UNCH    1 2
 SR0419
 SR0419.Superseded values are not recommended for survey control.
 SR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0419.See file dsdata.txt to determine how the superseded data were derived.
 SR0419
 SR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT2597155539(NAD 83)
 SR0419_MARKER: P = PIPE CAP
 SR0419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0419_STAMPING: 3481 BUTTE
 SR0419_MARK LOGO: USGS  
 SR0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 SR0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0419
 SR0419  HISTORY     - Date     Condition        Report By
 SR0419  HISTORY     - UNK      MONUMENTED       USGS
 SR0419  HISTORY     - 1961     MARK NOT FOUND   NGS
 SR0419  HISTORY     - 1982     GOOD             NGS
 SR0419  HISTORY     - 19820807 GOOD             NGS
 SR0419
 SR0419                          STATION DESCRIPTION
 SR0419
 SR0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0419'4.3 MI N FROM CHRISTINA.
 SR0419'4.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SR0419'RAILROAD FROM CHRISTINA, FERGUS COUNTY, 350 FEET NORTH OF MILEPOST 13,
 SR0419'ON THE SUMMIT OF A SMALL RIDGE, AND 375 FEET WEST OF THE CENTERLINE OF
 SR0419'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 SR0419'3481 BUTTE AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 SR0419
 SR0419                          STATION RECOVERY (1982)
 SR0419
 SR0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SR0419'3.7 KM (2.3 MI) SOUTH ALONG STATE HIGHWAY 236 FROM THE ABANDONED
 SR0419'GRAIN ELEVATOR IN THE SMALL SETTLEMENT OF SUFFOLK TO THE MARK ABOUT
 SR0419'0.16 KM (0.1 MI) WEST OF THE CENTER OF THE ROAD 25 M (82 FT) EAST OF
 SR0419'A FENCE AND IN A SMALL UNCULTIVATED AREA THAT IS HIGHEST POINT IN THE
 SR0419'IMEDIATE AREA.
 SR0419
 SR0419                          STATION RECOVERY (1982)
 SR0419
 SR0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SR0419'THE STATION IS LOCATED ABOUT 6.4 KN NORTH OF CHRISTINA, 3.2 KM (2.00
 SR0419'MI) SOUTH OF SUFFOLK, 0.16 KM (0.10 MI) WEST OF STATE HIGHWAY 536 AND
 SR0419'ON PROPERTY OWNED BY MRS GLADYS OLSON.  TO REACH STATION FROM THE
 SR0419'JUNCTION OF US HIGHWAY 191 AND STATE HIGHWAY 236 IN HILGER, GO NORTH
 SR0419'ON STATE HIGHWAY 236 FOR 22.85 KM (14.20 MI) TO A CUTBANK ON THE LEFT.
 SR0419'WALK WEST TO THE TOP OF THE CUTBANK AND THEN TO THE HIGHEST POINT OF
 SR0419'THE CULTIVATED FIELD, A SMALL SPOIL AREA AND THE STATION.  THE STATION
 SR0419'MARK IS A STANDARD US GEOLOGICAL SURVEY DISK RIVETED TO THE TOP OF A 3
 SR0419'INCH PIPE STAMPED,---3481 BUTTE---.  IT IS 25 M (82.0 FT) EAST OF A
 SR0419'FENCE, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND PROJECTS 10 CM ABOVE
 SR0419'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0627 ***********************************************************************
 TM0627  DESIGNATION -  3491.69
 TM0627  PID         -  TM0627
 TM0627  STATE/COUNTY-  MT/TOOLE
 TM0627  USGS QUAD   -  ETHRIDGE (1966)
 TM0627
 TM0627                         *CURRENT SURVEY CONTROL
 TM0627  ___________________________________________________________________
 TM0627* NAD 83(1986)-  48 32 42.     (N)    112 01 48.     (W)     SCALED    
 TM0627* NAVD 88     -      1065.065  (meters)    3494.30   (feet)  ADJUSTED  
 TM0627  ___________________________________________________________________
 TM0627  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 TM0627  DYNAMIC HT  -        1065.121 (meters)    3494.48  (feet)  COMP
 TM0627  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 TM0627
 TM0627  VERT ORDER  -  FIRST     CLASS II
 TM0627
 TM0627.The horizontal coordinates were scaled from a topographic map and have
 TM0627.an estimated accuracy of +/- 6 seconds.
 TM0627
 TM0627.The orthometric height was determined by differential leveling
 TM0627.and adjusted by the National Geodetic Survey in June 1991..
 TM0627
 TM0627.The geoid height was determined by GEOID03.
 TM0627
 TM0627.The dynamic height is computed by dividing the NAVD 88
 TM0627.geopotential number by the normal gravity value computed on the
 TM0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0627.degrees latitude (g = 980.6199 gals.).
 TM0627
 TM0627.The modeled gravity was interpolated from observed gravity values.
 TM0627
 TM0627;                    North         East    Units  Estimated Accuracy
 TM0627;SPC MT       -   480,290.      413,270.      MT  (+/- 180 meters Scaled)
 TM0627
 TM0627                          SUPERSEDED SURVEY CONTROL
 TM0627
 TM0627.No superseded survey control is available for this station.
 TM0627
 TM0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU239773(NAD 83)
 TM0627_MARKER: DB = BENCH MARK DISK
 TM0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0627_SP_SET: CONCRETE POST
 TM0627_STAMPING: ELEV. 3491.69
 TM0627_PROJECTION: PROJECTING 91 CENTIMETERS
 TM0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0627+STABILITY: SURFACE MOTION
 TM0627
 TM0627  HISTORY     - Date     Condition        Report By
 TM0627  HISTORY     - UNK      MONUMENTED       MTDH
 TM0627  HISTORY     - 1978     GOOD             NGS
 TM0627
 TM0627                          STATION DESCRIPTION
 TM0627
 TM0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0627'7.5 MI WEST FROM SHELBY.
 TM0627'7.5 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TM0627'SHELBY.  AT HIGHWAY MILE POST 271 AND AT A FENCE LINE NORTH OF THE
 TM0627'HIGHWAY, 0.1 MILE NORTHWEST ACROSS THE HIGHWAY FROM SOME STOCK PENS,
 TM0627'215 FEET NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT, 79 FEET
 TM0627'NORTH OF THE CENTERLINE OF HIGHWAY 2, AND 142 FEET NORTHEAST OF
 TM0627'HIGHWAY MILE POST 271.
 TM0627'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0321 ***********************************************************************
 ST0321  DESIGNATION -  35 RDS
 ST0321  PID         -  ST0321
 ST0321  STATE/COUNTY-  MT/CASCADE
 ST0321  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0321
 ST0321                         *CURRENT SURVEY CONTROL
 ST0321  ___________________________________________________________________
 ST0321* NAD 83(1986)-  47 23 12.     (N)    112 01 30.     (W)     SCALED    
 ST0321* NAVD 88     -      1199.506  (meters)    3935.38   (feet)  ADJUSTED  
 ST0321  ___________________________________________________________________
 ST0321  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 ST0321  DYNAMIC HT  -        1199.359 (meters)    3934.90  (feet)  COMP
 ST0321  MODELED GRAV-     980,448.5   (mgal)                       NAVD 88
 ST0321
 ST0321  VERT ORDER  -  SECOND    CLASS 0
 ST0321
 ST0321.The horizontal coordinates were scaled from a topographic map and have
 ST0321.an estimated accuracy of +/- 6 seconds.
 ST0321
 ST0321.The orthometric height was determined by differential leveling
 ST0321.and adjusted by the National Geodetic Survey in June 1991..
 ST0321
 ST0321.The geoid height was determined by GEOID03.
 ST0321
 ST0321.The dynamic height is computed by dividing the NAVD 88
 ST0321.geopotential number by the normal gravity value computed on the
 ST0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0321.degrees latitude (g = 980.6199 gals.).
 ST0321
 ST0321.The modeled gravity was interpolated from observed gravity values.
 ST0321
 ST0321;                    North         East    Units  Estimated Accuracy
 ST0321;SPC MT       -   351,610.      409,490.      MT  (+/- 180 meters Scaled)
 ST0321
 ST0321                          SUPERSEDED SURVEY CONTROL
 ST0321
 ST0321  NGVD 29 (??/??/92) 1198.530  (m)         3932.18   (f) ADJ UNCH    2 0
 ST0321
 ST0321.Superseded values are not recommended for survey control.
 ST0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0321.See file dsdata.txt to determine how the superseded data were derived.
 ST0321
 ST0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT226486(NAD 83)
 ST0321_MARKER: DD = SURVEY DISK
 ST0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0321_STAMPING: 35 RDS 1957
 ST0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0321+STABILITY: SURFACE MOTION
 ST0321
 ST0321  HISTORY     - Date     Condition        Report By
 ST0321  HISTORY     - 1957     MONUMENTED       USGS
 ST0321  HISTORY     - 1961     GOOD             NGS
 ST0321
 ST0321                          STATION DESCRIPTION
 ST0321
 ST0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0321'9.05 MI SW FROM SIMMS.
 ST0321'9.05 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0321'HIGHWAY 21 AT SIMMS, 69 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 ST0321'HIGHWAY, 116 FEET SOUTHWEST OF A T FENCE JUNCTION, 60 1/2 FEET
 ST0321'SOUTHWEST OF TELEPHONE POLE 4, 1.0 FEET SOUTHEAST OF A FENCE, 1.0 FOOT
 ST0321'NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET
 ST0321'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0560 ***********************************************************************
 TK0560  DESIGNATION -  35 REB
 TK0560  PID         -  TK0560
 TK0560  STATE/COUNTY-  MT/BLAINE
 TK0560  USGS QUAD   -  TURNER (1984)
 TK0560
 TK0560                         *CURRENT SURVEY CONTROL
 TK0560  ___________________________________________________________________
 TK0560* NAD 83(1986)-  48 48 53.     (N)    108 26 03.     (W)     SCALED    
 TK0560* NAVD 88     -       929.927  (meters)    3050.94   (feet)  POSTED    
 TK0560  ___________________________________________________________________
 TK0560  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TK0560  DYNAMIC HT  -         930.030 (meters)    3051.27  (feet)  COMP
 TK0560  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 TK0560
 TK0560  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0560
 TK0560.The horizontal coordinates were scaled from a topographic map and have
 TK0560.an estimated accuracy of +/- 6 seconds.
 TK0560
 TK0560.The orthometric height was determined by differential leveling
 TK0560.and adjusted by the National Geodetic Survey in 1992..
 TK0560.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0560.rate of 0.0 thru 1.0 mm/km.
 TK0560
 TK0560.The geoid height was determined by GEOID03.
 TK0560
 TK0560.The dynamic height is computed by dividing the NAVD 88
 TK0560.geopotential number by the normal gravity value computed on the
 TK0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0560.degrees latitude (g = 980.6199 gals.).
 TK0560
 TK0560.The modeled gravity was interpolated from observed gravity values.
 TK0560
 TK0560;                    North         East    Units  Estimated Accuracy
 TK0560;SPC MT       -   507,800.      678,270.      MT  (+/- 180 meters Scaled)
 TK0560
 TK0560                          SUPERSEDED SURVEY CONTROL
 TK0560
 TK0560.No superseded survey control is available for this station.
 TK0560
 TK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV883100(NAD 83)
 TK0560_MARKER: DB = BENCH MARK DISK
 TK0560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0560_SP_SET: COPPER-CLAD STEEL ROD
 TK0560_STAMPING: 35 REB 1979
 TK0560_MARK LOGO: USGS  
 TK0560_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0560_ROD/PIPE-DEPTH: 3.05 meters
 TK0560
 TK0560  HISTORY     - Date     Condition        Report By
 TK0560  HISTORY     - 1979     MONUMENTED       USGS
 TK0560
 TK0560                          STATION DESCRIPTION
 TK0560
 TK0560'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0560'5.0 KM (3.10 MI) SW FROM TURNER.
 TK0560'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0560'THENCE 3.0 MILES WEST AND SOUTH ALONG HIGHWAY 241, NEAR THE SOUTHEAST
 TK0560'CORNER OF SECTION 3, T35N, R25E, 106 FEET NORTHWEST OF A CROSSROAD,
 TK0560'67 FEET NORTH OF A GRAVEL ROAD, 79 FEET WEST OF HIGHWAY 241, 22.2
 TK0560'FEET NORTH OF A FENCE CORNER, AND 1.4 FEET EAST OF A FENCE.
 TK0560'THE MARK IS 3.2 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1016 ***********************************************************************
 TN1016  DESIGNATION -  35 RHM
 TN1016  PID         -  TN1016
 TN1016  STATE/COUNTY-  MT/LINCOLN
 TN1016  USGS QUAD   -  REXFORD (1983)
 TN1016
 TN1016                         *CURRENT SURVEY CONTROL
 TN1016  ___________________________________________________________________
 TN1016* NAD 83(1986)-  48 54 54.     (N)    115 14 03.     (W)     SCALED    
 TN1016* NAVD 88     -       894.786  (meters)    2935.64   (feet)  ADJUSTED  
 TN1016  ___________________________________________________________________
 TN1016  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TN1016  DYNAMIC HT  -         894.855 (meters)    2935.87  (feet)  COMP
 TN1016  MODELED GRAV-     980,657.3   (mgal)                       NAVD 88
 TN1016
 TN1016  VERT ORDER  -  THIRD
 TN1016
 TN1016.The horizontal coordinates were scaled from a topographic map and have
 TN1016.an estimated accuracy of +/- 6 seconds.
 TN1016
 TN1016.The orthometric height was determined by differential leveling
 TN1016.and adjusted by the National Geodetic Survey in June 1991..
 TN1016
 TN1016.The geoid height was determined by GEOID03.
 TN1016
 TN1016.The dynamic height is computed by dividing the NAVD 88
 TN1016.geopotential number by the normal gravity value computed on the
 TN1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1016.degrees latitude (g = 980.6199 gals.).
 TN1016
 TN1016.The modeled gravity was interpolated from observed gravity values.
 TN1016
 TN1016;                    North         East    Units  Estimated Accuracy
 TN1016;SPC MT       -   533,790.      180,100.      MT  (+/- 180 meters Scaled)
 TN1016
 TN1016                          SUPERSEDED SURVEY CONTROL
 TN1016
 TN1016  NGVD 29 (??/??/92)  893.59   (m)         2931.7    (f) COMPUTED    3 0
 TN1016
 TN1016.Superseded values are not recommended for survey control.
 TN1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1016.See file dsdata.txt to determine how the superseded data were derived.
 TN1016
 TN1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ293195(NAD 83)
 TN1016_MARKER: DB = BENCH MARK DISK
 TN1016_SETTING: 66 = SET IN ROCK OUTCROP
 TN1016_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1016_STAMPING: 35 RHM 1963
 TN1016_MARK LOGO: USGS  
 TN1016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1016+STABILITY: POSITION/ELEVATION WELL
 TN1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1016+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1016
 TN1016  HISTORY     - Date     Condition        Report By
 TN1016  HISTORY     - 1963     MONUMENTED       USGS
 TN1016
 TN1016                          STATION DESCRIPTION
 TN1016
 TN1016'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1016'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1016'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1016'3.8 MILES NORTH AND WEST ALONG ROAD 92 TO A CURVE AND TURNOUT, IN THE
 TN1016'NORTHWEST 1/4 CORNER OF SECTION 4/TOWNSHIP 36 NORTH/RANGE 28 WEST, 35
 TN1016'FEET WEST AND 3 FEET LOWER THAN THE ROAD, IN THE TOP OF A LARGE
 TN1016'EMBEDDED OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0733 ***********************************************************************
 TL0733  DESIGNATION -  35 WAC
 TL0733  PID         -  TL0733
 TL0733  STATE/COUNTY-  MT/HILL
 TL0733  USGS QUAD   -  GILDFORD (1969)
 TL0733
 TL0733                         *CURRENT SURVEY CONTROL
 TL0733  ___________________________________________________________________
 TL0733* NAD 83(1986)-  48 37 28.     (N)    110 17 32.     (W)     SCALED    
 TL0733* NAVD 88     -       899.231  (meters)    2950.23   (feet)  ADJUSTED  
 TL0733  ___________________________________________________________________
 TL0733  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 TL0733  DYNAMIC HT  -         899.313 (meters)    2950.50  (feet)  COMP
 TL0733  MODELED GRAV-     980,671.3   (mgal)                       NAVD 88
 TL0733
 TL0733  VERT ORDER  -  THIRD
 TL0733
 TL0733.The horizontal coordinates were scaled from a topographic map and have
 TL0733.an estimated accuracy of +/- 6 seconds.
 TL0733
 TL0733.The orthometric height was determined by differential leveling
 TL0733.and adjusted by the National Geodetic Survey in June 1991..
 TL0733
 TL0733.The geoid height was determined by GEOID03.
 TL0733
 TL0733.The dynamic height is computed by dividing the NAVD 88
 TL0733.geopotential number by the normal gravity value computed on the
 TL0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0733.degrees latitude (g = 980.6199 gals.).
 TL0733
 TL0733.The modeled gravity was interpolated from observed gravity values.
 TL0733
 TL0733;                    North         East    Units  Estimated Accuracy
 TL0733;SPC MT       -   486,400.      541,610.      MT  (+/- 180 meters Scaled)
 TL0733
 TL0733                          SUPERSEDED SURVEY CONTROL
 TL0733
 TL0733  NGVD 29 (??/??/92)  898.35   (m)         2947.3    (f) COMPUTED    3 0
 TL0733
 TL0733.Superseded values are not recommended for survey control.
 TL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0733.See file dsdata.txt to determine how the superseded data were derived.
 TL0733
 TL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU521859(NAD 83)
 TL0733_MARKER: DB = BENCH MARK DISK
 TL0733_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0733_SP_SET: PREFAB CONC. POST IN EARTH
 TL0733_STAMPING: 35 WAC 1963 2947
 TL0733_MARK LOGO: USGS  
 TL0733_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0733+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0733
 TL0733  HISTORY     - Date     Condition        Report By
 TL0733  HISTORY     - 1963     MONUMENTED       USGS
 TL0733
 TL0733                          STATION DESCRIPTION
 TL0733
 TL0733'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0733'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0733'THENCE 1 MILE NORTH, IN THE NORTHEAST CORNER OF SECTION 16/TOWNSHIP
 TL0733'33 NORTH/RANGE 11 EAST, 27 FEET SOUTH AND 83 FEET WEST AND 1.0 FOOT
 TL0733'HIGHER THAN CROSSROADS, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0039 ***********************************************************************
 RV0039  DESIGNATION -  3512
 RV0039  PID         -  RV0039
 RV0039  STATE/COUNTY-  MT/MUSSELSHELL
 RV0039  USGS QUAD   -  PARK COULEE (1980)
 RV0039
 RV0039                         *CURRENT SURVEY CONTROL
 RV0039  ___________________________________________________________________
 RV0039* NAD 83(1999)-  46 11 30.21206(N)    108 27 10.55059(W)     ADJUSTED  
 RV0039* NAVD 88     -      1071.083  (meters)    3514.04   (feet)  ADJUSTED  
 RV0039  ___________________________________________________________________
 RV0039  X           -  -1,400,213.139 (meters)                     COMP
 RV0039  Y           -  -4,196,249.075 (meters)                     COMP
 RV0039  Z           -   4,580,789.103 (meters)                     COMP
 RV0039  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 RV0039  ELLIP HEIGHT-        1057.89  (meters)          (04/26/01) GPS OBS
 RV0039  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RV0039  DYNAMIC HT  -        1070.906 (meters)    3513.46  (feet)  COMP
 RV0039  MODELED GRAV-     980,412.2   (mgal)                       NAVD 88
 RV0039
 RV0039  HORZ ORDER  -  B
 RV0039  VERT ORDER  -  SECOND    CLASS 0
 RV0039  ELLP ORDER  -  FOURTH    CLASS I
 RV0039
 RV0039.The horizontal coordinates were established by GPS observations
 RV0039.and adjusted by the National Geodetic Survey in April 2001..
 RV0039.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RV0039.DATUM ITEM on the data sheet items page.
 RV0039
 RV0039.The orthometric height was determined by differential leveling
 RV0039.and adjusted by the National Geodetic Survey in June 1991..
 RV0039
 RV0039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RV0039
 RV0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0039
 RV0039.The ellipsoidal height was determined by GPS observations
 RV0039.and is referenced to NAD 83.
 RV0039
 RV0039.The geoid height was determined by GEOID03.
 RV0039
 RV0039.The dynamic height is computed by dividing the NAVD 88
 RV0039.geopotential number by the normal gravity value computed on the
 RV0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0039.degrees latitude (g = 980.6199 gals.).
 RV0039
 RV0039.The modeled gravity was interpolated from observed gravity values.
 RV0039
 RV0039;                    North         East     Units Scale Factor Converg.
 RV0039;SPC MT       -   216,318.693   680,785.565   MT  0.99949438   +0 45 57.4
 RV0039;SPC MT       -   709,707.00  2,233,548.44   iFT  0.99949438   +0 45 57.4
 RV0039;UTM  12      - 5,118,503.530   696,540.547   MT  1.00007487   +1 50 19.3
 RV0039
 RV0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0039!SPC MT       -   0.99983419  x   0.99949438  =   0.99932865
 RV0039!UTM  12      -   0.99983419  x   1.00007487  =   0.99990905
 RV0039
 RV0039                          SUPERSEDED SURVEY CONTROL
 RV0039
 RV0039  NAD 83(1992)-  46 11 30.21120(N)    108 27 10.54958(W) AD(       ) B
 RV0039  ELLIP H (09/15/95) 1057.94   (m)                       GP(       ) 3 2
 RV0039  NAVD 88 (09/15/95) 1071.08   (m)         3514.0    (f) LEVELING    3  
 RV0039  NGVD 29 (??/??/92) 1070.301  (m)         3511.48   (f) ADJ UNCH    2 0
 RV0039
 RV0039.Superseded values are not recommended for survey control.
 RV0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0039.See file dsdata.txt to determine how the superseded data were derived.
 RV0039
 RV0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS9654118504(NAD 83)
 RV0039_MARKER: DB = BENCH MARK DISK
 RV0039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0039_STAMPING: 3512 1916
 RV0039_MARK LOGO: USGS  
 RV0039_MAGNETIC: P = MARKER IS A STEEL PIPE
 RV0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RV0039+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1996
 RV0039
 RV0039  HISTORY     - Date     Condition        Report By
 RV0039  HISTORY     - 1916     MONUMENTED       USGS
 RV0039  HISTORY     - 19950608 GOOD             MTDOT
 RV0039  HISTORY     - 19960609 GOOD             MTDOT
 RV0039
 RV0039                          STATION DESCRIPTION
 RV0039
 RV0039'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0039'IN THIRTY MILE INN.
 RV0039'AT THIRTY MILE INN, MUSSELSHELL COUNTY, ON U. S. HIHGWYA 87, AT THE
 RV0039'SOUTHEAST CORNER OF SEC. 10, T. 5 N., R. 26 E., AT THE SOUTHEAST
 RV0039'CORNER OF THE DREAMLAND DANCE HALL, AND 174 FEET WEST OF THE
 RV0039'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RV0039'CAP, STAMPED 3512 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 RV0039'PIPE.
 RV0039
 RV0039                          STATION RECOVERY (1995)
 RV0039
 RV0039'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RV0039'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 RV0039'FOLLOWS.  THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) NORTH OF
 RV0039'BILLINGS, 18 MI (29.0 KM) SOUTH OF ROUNDUP, AT 30 MILE (48.3 KM) RANCH
 RV0039'ALONG U.S.  HIGHWAY 87.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS
 RV0039'12 AND 87, ON THE WEST SIDE OF ROUNDUP, GO SOUTH ON U.S. HIGHWAY 87
 RV0039'FOR 18.1 MI (29.1 KM) TO HIGHWAY MILE POST 30.  CONTINUE SOUTH ON THE
 RV0039'HIGHWAY FOR 0.6 MI (1.0 KM) TO 30 MILE (48.3 KM) RANCH ON THE RIGHT.
 RV0039'CONTINUE SOUTH FOR 0.05 MILE (0.08 KM) TO A LANE ON THE RIGHT AND THE
 RV0039'STATION AS DESCRIBED.  THE STATION MARK IS A BENCH MARK DISK AFFIXED
 RV0039'TO THE TOP OF A STEEL PIPE PROJECTING ABOUT 0.27 M.  (0.89 FT) IT IS
 RV0039'175 FT (53.3 M) WEST OF THE CENTER OF THE HIGHWAY, 15.0 FT (4.6 M)
 RV0039'NORTH OF THE CENTER OF THE LANE, 0.5 FT (15.2 CM) NORTH OF A FENCE AND
 RV0039'0.3 FT (9.1 CM) WEST OF A WITNESS POST.
 RV0039
 RV0039                          STATION RECOVERY (1996)
 RV0039
 RV0039'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RV0039'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0280 ***********************************************************************
 TL0280  DESIGNATION -  3512.0
 TL0280  PID         -  TL0280
 TL0280  STATE/COUNTY-  MT/PONDERA
 TL0280  USGS QUAD   -  CONRAD (1967)
 TL0280
 TL0280                         *CURRENT SURVEY CONTROL
 TL0280  ___________________________________________________________________
 TL0280* NAD 83(1986)-  48 10 14.     (N)    111 56 37.     (W)     SCALED    
 TL0280* NAVD 88     -      1071.388  (meters)    3515.05   (feet)  POSTED    
 TL0280  ___________________________________________________________________
 TL0280  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 TL0280  DYNAMIC HT  -        1071.400 (meters)    3515.08  (feet)  COMP
 TL0280  MODELED GRAV-     980,589.1   (mgal)                       NAVD 88
 TL0280
 TL0280  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TL0280
 TL0280.The horizontal coordinates were scaled from a topographic map and have
 TL0280.an estimated accuracy of +/- 6 seconds.
 TL0280
 TL0280.The orthometric height was determined by differential leveling
 TL0280.and adjusted by the National Geodetic Survey in 1992..
 TL0280.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TL0280.rate of 2.1 thru 3.0 mm/km.
 TL0280
 TL0280.The geoid height was determined by GEOID03.
 TL0280
 TL0280.The dynamic height is computed by dividing the NAVD 88
 TL0280.geopotential number by the normal gravity value computed on the
 TL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0280.degrees latitude (g = 980.6199 gals.).
 TL0280
 TL0280.The modeled gravity was interpolated from observed gravity values.
 TL0280
 TL0280;                    North         East    Units  Estimated Accuracy
 TL0280;SPC MT       -   438,490.      418,350.      MT  (+/- 180 meters Scaled)
 TL0280
 TL0280                          SUPERSEDED SURVEY CONTROL
 TL0280
 TL0280  NGVD 29 (??/??/92) 1070.438  (m)         3511.93   (f) ADJ UNCH    2 0
 TL0280
 TL0280.Superseded values are not recommended for survey control.
 TL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0280.See file dsdata.txt to determine how the superseded data were derived.
 TL0280
 TL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU298356(NAD 83)
 TL0280_MARKER: N = NAIL
 TL0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0280_SP_SET: TIE
 TL0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0280
 TL0280  HISTORY     - Date     Condition        Report By
 TL0280  HISTORY     - UNK      MONUMENTED       USGS
 TL0280  HISTORY     - 1934     GOOD             NGS
 TL0280
 TL0280                          STATION DESCRIPTION
 TL0280
 TL0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0280'IN CONRAD.
 TL0280'AT CONRAD, PONDERA COUNTY, 0.2 MILE NORTH ALONG THE GREAT NORTHERN
 TL0280'RAILWAY FROM THE STATION, AT THE NORTH END OF A COAL BIN, AND IN THE
 TL0280'TOP OF A PROTRUDING TIE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TL0280'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0103 ***********************************************************************
 RY0103  DESIGNATION -  3524
 RY0103  PID         -  RY0103
 RY0103  STATE/COUNTY-  MT/RAVALLI
 RY0103  USGS QUAD   -  HAMILTON SOUTH (1964)
 RY0103
 RY0103                         *CURRENT SURVEY CONTROL
 RY0103  ___________________________________________________________________
 RY0103* NAD 83(1986)-  46 14 50.     (N)    114 09 17.     (W)     SCALED    
 RY0103* NAVD 88     -      1089.938  (meters)    3575.90   (feet)  ADJUSTED  
 RY0103  ___________________________________________________________________
 RY0103  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 RY0103  DYNAMIC HT  -        1089.655 (meters)    3574.98  (feet)  COMP
 RY0103  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 RY0103
 RY0103  VERT ORDER  -  FIRST     CLASS II
 RY0103
 RY0103.The horizontal coordinates were scaled from a topographic map and have
 RY0103.an estimated accuracy of +/- 6 seconds.
 RY0103
 RY0103.The orthometric height was determined by differential leveling
 RY0103.and adjusted by the National Geodetic Survey in June 1991..
 RY0103
 RY0103.The geoid height was determined by GEOID03.
 RY0103
 RY0103.The dynamic height is computed by dividing the NAVD 88
 RY0103.geopotential number by the normal gravity value computed on the
 RY0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0103.degrees latitude (g = 980.6199 gals.).
 RY0103
 RY0103.The modeled gravity was interpolated from observed gravity values.
 RY0103
 RY0103;                    North         East    Units  Estimated Accuracy
 RY0103;SPC MT       -   232,600.      241,440.      MT  (+/- 180 meters Scaled)
 RY0103
 RY0103                          SUPERSEDED SURVEY CONTROL
 RY0103
 RY0103  NGVD 29 (??/??/92) 1088.833  (m)         3572.28   (f) ADJ UNCH    1 2
 RY0103
 RY0103.Superseded values are not recommended for survey control.
 RY0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0103.See file dsdata.txt to determine how the superseded data were derived.
 RY0103
 RY0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM193254(NAD 83)
 RY0103_MARKER: DD = SURVEY DISK
 RY0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0103_SP_SET: GRANITE SLAB
 RY0103_STAMPING: 3572.355
 RY0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0103
 RY0103  HISTORY     - Date     Condition        Report By
 RY0103  HISTORY     - UNK      MONUMENTED       USGS
 RY0103  HISTORY     - 1944     POOR             NGS
 RY0103  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 RY0103
 RY0103                          STATION DESCRIPTION
 RY0103
 RY0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RY0103'IN HAMILTON.
 RY0103'AT HAMILTON, ON THE NORTHERN PACIFIC RAILWAY, 60 FEET EAST OF THE
 RY0103'NORTHEAST CORNER OF THE STATION, 45 FEET EAST OF THE CENTERLINE OF THE
 RY0103'MAIN TRACK, 63 FEET WEST OF THE ENTRANCE TO THE ATHLETIC FIELD
 RY0103'GRANDSTAND, 12 FEET NORTH OF A POLE, AND IN THE TOP OF A GRANITE SLAB
 RY0103'MOUNTED ON A BRICK PILLAR ABOUT 3 FEET HIGH.  A UNITED STATES
 RY0103'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3572.355.  NOTE-- IT WAS
 RY0103'REPORTED IN MAY 1944 THAT THIS MARK HAS BEEN HIT BY HEAVY MACHINERY.
 RY0103'THE GRANITE SLAB HAS BEEN KNOCKED FROM THE BRICK PILLAR.
 RY0103
 RY0103                          STATION RECOVERY (1986)
 RY0103
 RY0103'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0632 ***********************************************************************
 TM0632  DESIGNATION -  3548.38
 TM0632  PID         -  TM0632
 TM0632  STATE/COUNTY-  MT/TOOLE
 TM0632  USGS QUAD   -  ETHRIDGE (1966)
 TM0632
 TM0632                         *CURRENT SURVEY CONTROL
 TM0632  ___________________________________________________________________
 TM0632* NAD 83(1986)-  48 33 22.     (N)    112 07 15.     (W)     SCALED    
 TM0632* NAVD 88     -      1082.284  (meters)    3550.79   (feet)  ADJUSTED  
 TM0632  ___________________________________________________________________
 TM0632  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 TM0632  DYNAMIC HT  -        1082.333 (meters)    3550.95  (feet)  COMP
 TM0632  MODELED GRAV-     980,618.0   (mgal)                       NAVD 88
 TM0632
 TM0632  VERT ORDER  -  FIRST     CLASS II
 TM0632
 TM0632.The horizontal coordinates were scaled from a topographic map and have
 TM0632.an estimated accuracy of +/- 6 seconds.
 TM0632
 TM0632.The orthometric height was determined by differential leveling
 TM0632.and adjusted by the National Geodetic Survey in June 1991..
 TM0632
 TM0632.The geoid height was determined by GEOID03.
 TM0632
 TM0632.The dynamic height is computed by dividing the NAVD 88
 TM0632.geopotential number by the normal gravity value computed on the
 TM0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0632.degrees latitude (g = 980.6199 gals.).
 TM0632
 TM0632.The modeled gravity was interpolated from observed gravity values.
 TM0632
 TM0632;                    North         East    Units  Estimated Accuracy
 TM0632;SPC MT       -   481,750.      406,610.      MT  (+/- 180 meters Scaled)
 TM0632
 TM0632                          SUPERSEDED SURVEY CONTROL
 TM0632
 TM0632.No superseded survey control is available for this station.
 TM0632
 TM0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU172787(NAD 83)
 TM0632_MARKER: DB = BENCH MARK DISK
 TM0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0632_SP_SET: CONCRETE POST
 TM0632_STAMPING: 3548.38
 TM0632_PROJECTION: PROJECTING 61 CENTIMETERS
 TM0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0632+STABILITY: SURFACE MOTION
 TM0632
 TM0632  HISTORY     - Date     Condition        Report By
 TM0632  HISTORY     - UNK      MONUMENTED       MTSHC
 TM0632  HISTORY     - 1978     GOOD             NGS
 TM0632
 TM0632                          STATION DESCRIPTION
 TM0632
 TM0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0632'11.7 MI WEST FROM SHELBY.
 TM0632'ABOUT 11.7 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY
 TM0632'15 IN SHELBY TO THE ROAD JUNCTION AT ETHRIDGE STATION.  LOCATED NEAR
 TM0632'A FENCE CORNER AT THE NORTHEAST CORNER OF THE INTERSECTION, 0.35 MILE
 TM0632'SOUTH OF THE RAILROAD AND BENCH MARK J 54, 86 FEET NORTH OF THE
 TM0632'CENTERLINE OF HIGHWAY 2, 32 FEET EAST OF THE CENTERLINE OF THE
 TM0632'ROAD LEADING NORTH, AND 6 FEET SOUTH OF A FENCE CORNER.
 TM0632'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0408 ***********************************************************************
 SR0408  DESIGNATION -  3561
 SR0408  PID         -  SR0408
 SR0408  STATE/COUNTY-  MT/FERGUS
 SR0408  USGS QUAD   -  CHRISTINA (1985)
 SR0408
 SR0408                         *CURRENT SURVEY CONTROL
 SR0408  ___________________________________________________________________
 SR0408* NAD 83(1986)-  47 23 51.     (N)    109 19 05.     (W)     SCALED    
 SR0408* NAVD 88     -      1085.941  (meters)    3562.79   (feet)  ADJUSTED  
 SR0408  ___________________________________________________________________
 SR0408  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 SR0408  DYNAMIC HT  -        1085.875 (meters)    3562.57  (feet)  COMP
 SR0408  MODELED GRAV-     980,514.3   (mgal)                       NAVD 88
 SR0408
 SR0408  VERT ORDER  -  FIRST     CLASS II
 SR0408
 SR0408.The horizontal coordinates were scaled from a topographic map and have
 SR0408.an estimated accuracy of +/- 6 seconds.
 SR0408
 SR0408.The orthometric height was determined by differential leveling
 SR0408.and adjusted by the National Geodetic Survey in June 1991..
 SR0408
 SR0408.The geoid height was determined by GEOID03.
 SR0408
 SR0408.The dynamic height is computed by dividing the NAVD 88
 SR0408.geopotential number by the normal gravity value computed on the
 SR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0408.degrees latitude (g = 980.6199 gals.).
 SR0408
 SR0408.The modeled gravity was interpolated from observed gravity values.
 SR0408
 SR0408;                    North         East    Units  Estimated Accuracy
 SR0408;SPC MT       -   349,760.      613,730.      MT  (+/- 180 meters Scaled)
 SR0408
 SR0408                          SUPERSEDED SURVEY CONTROL
 SR0408
 SR0408  NGVD 29 (??/??/92) 1085.088  (m)         3559.99   (f) ADJ UNCH    1 2
 SR0408
 SR0408.Superseded values are not recommended for survey control.
 SR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0408.See file dsdata.txt to determine how the superseded data were derived.
 SR0408
 SR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT269507(NAD 83)
 SR0408_MARKER: P = PIPE CAP
 SR0408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0408_STAMPING: 3561 BUTTE
 SR0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0408
 SR0408  HISTORY     - Date     Condition        Report By
 SR0408  HISTORY     - UNK      MONUMENTED       USGS
 SR0408  HISTORY     - 1961     MARK NOT FOUND   NGS
 SR0408
 SR0408                          STATION DESCRIPTION
 SR0408
 SR0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0408'1.1 MI N FROM CHRISTINA.
 SR0408'1.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SR0408'RAILROAD FROM CHRISTINA, FERGUS COUNTY, AT MILEAGE 9.8, 800 FEET
 SR0408'NORTHWEST OF A HOUSE, AND 550 FEET WEST OF THE TRACK.  A UNITED STATES
 SR0408'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3561 BUTTE AND RIVETED ON THE
 SR0408'TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0701 ***********************************************************************
 SR0701  DESIGNATION -  3597
 SR0701  PID         -  SR0701
 SR0701  STATE/COUNTY-  MT/FERGUS
 SR0701  USGS QUAD   -  SPRING CREEK JUNCTION (1970)
 SR0701
 SR0701                         *CURRENT SURVEY CONTROL
 SR0701  ___________________________________________________________________
 SR0701* NAD 83(1986)-  47 14 34.     (N)    109 36 20.     (W)     SCALED    
 SR0701* NAVD 88     -      1096.959  (meters)    3598.94   (feet)  ADJUSTED  
 SR0701  ___________________________________________________________________
 SR0701  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 SR0701  DYNAMIC HT  -        1096.851 (meters)    3598.59  (feet)  COMP
 SR0701  MODELED GRAV-     980,477.0   (mgal)                       NAVD 88
 SR0701
 SR0701  VERT ORDER  -  SECOND    CLASS 0
 SR0701
 SR0701.The horizontal coordinates were scaled from a topographic map and have
 SR0701.an estimated accuracy of +/- 6 seconds.
 SR0701
 SR0701.The orthometric height was determined by differential leveling
 SR0701.and adjusted by the National Geodetic Survey in June 1991..
 SR0701
 SR0701.The geoid height was determined by GEOID03.
 SR0701
 SR0701.The dynamic height is computed by dividing the NAVD 88
 SR0701.geopotential number by the normal gravity value computed on the
 SR0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0701.degrees latitude (g = 980.6199 gals.).
 SR0701
 SR0701.The modeled gravity was interpolated from observed gravity values.
 SR0701
 SR0701;                    North         East    Units  Estimated Accuracy
 SR0701;SPC MT       -   332,560.      592,010.      MT  (+/- 180 meters Scaled)
 SR0701
 SR0701                          SUPERSEDED SURVEY CONTROL
 SR0701
 SR0701  NGVD 29 (??/??/92) 1096.081  (m)         3596.06   (f) ADJ UNCH    2 0
 SR0701
 SR0701.Superseded values are not recommended for survey control.
 SR0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0701.See file dsdata.txt to determine how the superseded data were derived.
 SR0701
 SR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT055330(NAD 83)
 SR0701_MARKER: P = PIPE CAP
 SR0701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0701_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0701_STAMPING: 3597 BUTTE
 SR0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0701
 SR0701  HISTORY     - Date     Condition        Report By
 SR0701  HISTORY     - UNK      MONUMENTED       USGS
 SR0701  HISTORY     - 1961     GOOD             NGS
 SR0701
 SR0701                          STATION DESCRIPTION
 SR0701
 SR0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0701'9.75 MI NW FROM BROOKS.
 SR0701'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0701'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0701'THENCE 9.5 MILES WEST ALONG A PAVED ROAD, IN SECTION 18, T 17 N, R 17
 SR0701'E, 0.4 MILE WEST OF A SMALL CEMETERY ON THE CREST OF A HILL ON THE
 SR0701'NORTH SIDE OF THE ROAD, 41 FEET NORTH OF THE CENTER LINE OF THE PAVED
 SR0701'ROAD, 82 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A HOUSE
 SR0701'IN A GROVE OF TREES, 94 FEET EAST OF A BRACED POWER POLE, 1 FOOT SOUTH
 SR0701'OF A FENCE, ABOUT LEVEL WITH THE PAVED ROAD, A U.S.G.S. CAP ON THE TOP
 SR0701'OF AN IRON PIPE THAT PROJECTS 22 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0561 ***********************************************************************
 TK0561  DESIGNATION -  36 REB
 TK0561  PID         -  TK0561
 TK0561  STATE/COUNTY-  MT/BLAINE
 TK0561  USGS QUAD   -  TURNER (1984)
 TK0561
 TK0561                         *CURRENT SURVEY CONTROL
 TK0561  ___________________________________________________________________
 TK0561* NAD 83(1986)-  48 49 44.     (N)    108 26 00.     (W)     SCALED    
 TK0561* NAVD 88     -       932.299  (meters)    3058.72   (feet)  POSTED    
 TK0561  ___________________________________________________________________
 TK0561  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TK0561  DYNAMIC HT  -         932.410 (meters)    3059.08  (feet)  COMP
 TK0561  MODELED GRAV-     980,693.4   (mgal)                       NAVD 88
 TK0561
 TK0561  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0561
 TK0561.The horizontal coordinates were scaled from a topographic map and have
 TK0561.an estimated accuracy of +/- 6 seconds.
 TK0561
 TK0561.The orthometric height was determined by differential leveling
 TK0561.and adjusted by the National Geodetic Survey in 1992..
 TK0561.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0561.rate of 0.0 thru 1.0 mm/km.
 TK0561
 TK0561.The geoid height was determined by GEOID03.
 TK0561
 TK0561.The dynamic height is computed by dividing the NAVD 88
 TK0561.geopotential number by the normal gravity value computed on the
 TK0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0561.degrees latitude (g = 980.6199 gals.).
 TK0561
 TK0561.The modeled gravity was interpolated from observed gravity values.
 TK0561
 TK0561;                    North         East    Units  Estimated Accuracy
 TK0561;SPC MT       -   509,370.      678,310.      MT  (+/- 180 meters Scaled)
 TK0561
 TK0561                          SUPERSEDED SURVEY CONTROL
 TK0561
 TK0561.No superseded survey control is available for this station.
 TK0561
 TK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV883116(NAD 83)
 TK0561_MARKER: DB = BENCH MARK DISK
 TK0561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0561+WITH SETTING: INFORMATION.
 TK0561_SP_SET: SHALLOW-SET METAL ROD
 TK0561_STAMPING: 36 REB 1979
 TK0561_MARK LOGO: USGS  
 TK0561_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0561_ROD/PIPE-DEPTH: 1.52 meters
 TK0561
 TK0561  HISTORY     - Date     Condition        Report By
 TK0561  HISTORY     - 1979     MONUMENTED       USGS
 TK0561
 TK0561                          STATION DESCRIPTION
 TK0561
 TK0561'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0561'3.4 KM (2.10 MI) SW FROM TURNER.
 TK0561'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0561'THENCE 2.0 MILES WEST AND SOUTH ALONG HIGHWAY 241, NEAR THE NORTHWEST
 TK0561'CORNER OF SECTION 2, T35N, R25E, ABOUT 180 FEET NORTH OF A DOUBLE
 TK0561'TURN - OUT, 79 FEET EAST OF HIGHWAY 241, 14.4 FEET SOUTH OF A T -
 TK0561'FENCE EAST, AND 1 FOOT WEST OF THE FENCE.
 TK0561'THE MARK IS 2.2 FT  N FROM  A WITNESS POST
 TK0561'THE MARK IS 1.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1017 ***********************************************************************
 TN1017  DESIGNATION -  36 RHM
 TN1017  PID         -  TN1017
 TN1017  STATE/COUNTY-  MT/LINCOLN
 TN1017  USGS QUAD   -  REXFORD (1983)
 TN1017
 TN1017                         *CURRENT SURVEY CONTROL
 TN1017  ___________________________________________________________________
 TN1017* NAD 83(1986)-  48 53 26.     (N)    115 13 42.     (W)     SCALED    
 TN1017* NAVD 88     -       804.058  (meters)    2637.98   (feet)  ADJUSTED  
 TN1017  ___________________________________________________________________
 TN1017  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 TN1017  DYNAMIC HT  -         804.129 (meters)    2638.21  (feet)  COMP
 TN1017  MODELED GRAV-     980,672.5   (mgal)                       NAVD 88
 TN1017
 TN1017  VERT ORDER  -  THIRD
 TN1017
 TN1017.The horizontal coordinates were scaled from a topographic map and have
 TN1017.an estimated accuracy of +/- 6 seconds.
 TN1017
 TN1017.The orthometric height was determined by differential leveling
 TN1017.and adjusted by the National Geodetic Survey in June 1991..
 TN1017
 TN1017.The geoid height was determined by GEOID03.
 TN1017
 TN1017.The dynamic height is computed by dividing the NAVD 88
 TN1017.geopotential number by the normal gravity value computed on the
 TN1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1017.degrees latitude (g = 980.6199 gals.).
 TN1017
 TN1017.The modeled gravity was interpolated from observed gravity values.
 TN1017
 TN1017;                    North         East    Units  Estimated Accuracy
 TN1017;SPC MT       -   531,050.      180,330.      MT  (+/- 180 meters Scaled)
 TN1017
 TN1017                          SUPERSEDED SURVEY CONTROL
 TN1017
 TN1017  NGVD 29 (??/??/92)  802.87   (m)         2634.1    (f) COMPUTED    3 0
 TN1017
 TN1017.Superseded values are not recommended for survey control.
 TN1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1017.See file dsdata.txt to determine how the superseded data were derived.
 TN1017
 TN1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ298168(NAD 83)
 TN1017_MARKER: DB = BENCH MARK DISK
 TN1017_SETTING: 66 = SET IN ROCK OUTCROP
 TN1017_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1017_STAMPING: 36 RHM 1963
 TN1017_MARK LOGO: USGS  
 TN1017_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1017+STABILITY: POSITION/ELEVATION WELL
 TN1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1017+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1017
 TN1017  HISTORY     - Date     Condition        Report By
 TN1017  HISTORY     - 1963     MONUMENTED       USGS
 TN1017
 TN1017                          STATION DESCRIPTION
 TN1017
 TN1017'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1017'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1017'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, THENCE
 TN1017'1.5 MILES NORTH AND WEST ALONG ROAD 92 TO REXFORD FACE ROAD NORTH, IN
 TN1017'THE SOUTHWEST 1/4 CORNER OF SECTION 9/TOWNSHIP 36 NORTH/RANGE 28
 TN1017'WEST, 21 FEET SOUTH AND 30 FEET WEST OF INTERSECTION, IN THE TOP OF
 TN1017'AN EMBEDDED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0734 ***********************************************************************
 TL0734  DESIGNATION -  36 WAC
 TL0734  PID         -  TL0734
 TL0734  STATE/COUNTY-  MT/HILL
 TL0734  USGS QUAD   -  GILDFORD (1969)
 TL0734
 TL0734                         *CURRENT SURVEY CONTROL
 TL0734  ___________________________________________________________________
 TL0734* NAD 83(1986)-  48 36 36.     (N)    110 18 02.     (W)     SCALED    
 TL0734* NAVD 88     -       884.725  (meters)    2902.64   (feet)  ADJUSTED  
 TL0734  ___________________________________________________________________
 TL0734  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TL0734  DYNAMIC HT  -         884.804 (meters)    2902.89  (feet)  COMP
 TL0734  MODELED GRAV-     980,669.1   (mgal)                       NAVD 88
 TL0734
 TL0734  VERT ORDER  -  THIRD
 TL0734
 TL0734.The horizontal coordinates were scaled from a topographic map and have
 TL0734.an estimated accuracy of +/- 6 seconds.
 TL0734
 TL0734.The orthometric height was determined by differential leveling
 TL0734.and adjusted by the National Geodetic Survey in June 1991..
 TL0734
 TL0734.The geoid height was determined by GEOID03.
 TL0734
 TL0734.The dynamic height is computed by dividing the NAVD 88
 TL0734.geopotential number by the normal gravity value computed on the
 TL0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0734.degrees latitude (g = 980.6199 gals.).
 TL0734
 TL0734.The modeled gravity was interpolated from observed gravity values.
 TL0734
 TL0734;                    North         East    Units  Estimated Accuracy
 TL0734;SPC MT       -   484,800.      540,980.      MT  (+/- 180 meters Scaled)
 TL0734
 TL0734                          SUPERSEDED SURVEY CONTROL
 TL0734
 TL0734  NGVD 29 (??/??/92)  883.86   (m)         2899.8    (f) COMPUTED    3 0
 TL0734
 TL0734.Superseded values are not recommended for survey control.
 TL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0734.See file dsdata.txt to determine how the superseded data were derived.
 TL0734
 TL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU515843(NAD 83)
 TL0734_MARKER: DB = BENCH MARK DISK
 TL0734_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0734_SP_SET: PREFAB CONC. POST IN EARTH
 TL0734_STAMPING: 36 WAC 1963 2900
 TL0734_MARK LOGO: USGS  
 TL0734_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0734+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0734
 TL0734  HISTORY     - Date     Condition        Report By
 TL0734  HISTORY     - 1963     MONUMENTED       USGS
 TL0734
 TL0734                          STATION DESCRIPTION
 TL0734
 TL0734'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0734'FROM GILFORD, MONTANA, PROCEED 3.0 MILES NORTH, NEAR THE CENTER OF
 TL0734'THE SOUTH EDGE OF SECTION 16/TOWNSHIP 33 NORTH/RANGE 11 EAST, 55 FEET
 TL0734'NORTH OF AN EAST-WEST ROAD, 248 FEET WEST OF ROAD FORKS AND 9.0 FEET
 TL0734'EAST OF A POWER POLE, PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0686 ***********************************************************************
 RX0686  DESIGNATION -  3619
 RX0686  PID         -  RX0686
 RX0686  STATE/COUNTY-  MT/MISSOULA
 RX0686  USGS QUAD   -  POTOMAC (1965)
 RX0686
 RX0686                         *CURRENT SURVEY CONTROL
 RX0686  ___________________________________________________________________
 RX0686* NAD 83(1986)-  46 52 40.     (N)    113 34 46.     (W)     SCALED    
 RX0686* NAVD 88     -      1103.792  (meters)    3621.36   (feet)  ADJUSTED  
 RX0686  ___________________________________________________________________
 RX0686  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 RX0686  DYNAMIC HT  -        1103.603 (meters)    3620.74  (feet)  COMP
 RX0686  MODELED GRAV-     980,404.8   (mgal)                       NAVD 88
 RX0686
 RX0686  VERT ORDER  -  SECOND    CLASS 0
 RX0686
 RX0686.The horizontal coordinates were scaled from a topographic map and have
 RX0686.an estimated accuracy of +/- 6 seconds.
 RX0686
 RX0686.The orthometric height was determined by differential leveling
 RX0686.and adjusted by the National Geodetic Survey in June 1991..
 RX0686
 RX0686.The geoid height was determined by GEOID03.
 RX0686
 RX0686.The dynamic height is computed by dividing the NAVD 88
 RX0686.geopotential number by the normal gravity value computed on the
 RX0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0686.degrees latitude (g = 980.6199 gals.).
 RX0686
 RX0686.The modeled gravity was interpolated from observed gravity values.
 RX0686
 RX0686;                    North         East    Units  Estimated Accuracy
 RX0686;SPC MT       -   300,090.      289,360.      MT  (+/- 180 meters Scaled)
 RX0686
 RX0686                          SUPERSEDED SURVEY CONTROL
 RX0686
 RX0686  NGVD 29 (??/??/92) 1102.700  (m)         3617.77   (f) ADJ UNCH    2 0
 RX0686
 RX0686.Superseded values are not recommended for survey control.
 RX0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0686.See file dsdata.txt to determine how the superseded data were derived.
 RX0686
 RX0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS034948(NAD 83)
 RX0686_MARKER: P = PIPE CAP
 RX0686_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0686_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0686_STAMPING: 3619 MSLA
 RX0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0686
 RX0686  HISTORY     - Date     Condition        Report By
 RX0686  HISTORY     - UNK      MONUMENTED       USGS
 RX0686  HISTORY     - 1934     GOOD             NGS
 RX0686
 RX0686                          STATION DESCRIPTION
 RX0686
 RX0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0686'IN POTOMAC.
 RX0686'AT POTOMAC, MISSOULA COUNTY, 100 YARDS SOUTH OF THE CURVE IN THE
 RX0686'HIGHWAY LEADING EAST INTO THE TOWN, ON A BACK STREET, 100 FEET WEST OF
 RX0686'A LOG BUILDING THAT WAS FORMERLY THE POST OFFICE, AND 17 FEET WEST OF
 RX0686'THE CENTERLINE OF THE STREET.  A UNITED STATES GEOLOGICAL SURVEY
 RX0686'STANDARD CAP STAMPED 3619 MSLA AND RIVETED ON THE TOP OF A 3-1/2-INCH
 RX0686'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0687 ***********************************************************************
 RX0687  DESIGNATION -  3619 RESET
 RX0687  PID         -  RX0687
 RX0687  STATE/COUNTY-  MT/MISSOULA
 RX0687  USGS QUAD   -  POTOMAC (1965)
 RX0687
 RX0687                         *CURRENT SURVEY CONTROL
 RX0687  ___________________________________________________________________
 RX0687* NAD 83(1986)-  46 52 39.     (N)    113 34 46.     (W)     SCALED    
 RX0687* NAVD 88     -      1104.45   (meters)    3623.5    (feet)  RESET     
 RX0687  ___________________________________________________________________
 RX0687  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 RX0687
 RX0687  VERT ORDER  -  THIRD
 RX0687
 RX0687.The horizontal coordinates were scaled from a topographic map and have
 RX0687.an estimated accuracy of +/- 6 seconds.
 RX0687
 RX0687.The orthometric height was computed from unverified reset data.
 RX0687
 RX0687.The geoid height was determined by GEOID03.
 RX0687
 RX0687;                    North         East    Units  Estimated Accuracy
 RX0687;SPC MT       -   300,060.      289,350.      MT  (+/- 180 meters Scaled)
 RX0687
 RX0687                          SUPERSEDED SURVEY CONTROL
 RX0687
 RX0687.No superseded survey control is available for this station.
 RX0687
 RX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS034947(NAD 83)
 RX0687_MARKER: DD = SURVEY DISK
 RX0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0687_SP_SET: STEP
 RX0687_STAMPING: MSLA 3619 RESET 1962
 RX0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0687
 RX0687  HISTORY     - Date     Condition        Report By
 RX0687  HISTORY     - 1962     MONUMENTED       USGS
 RX0687
 RX0687                          STATION DESCRIPTION
 RX0687
 RX0687'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX0687'IN POTOMAC.
 RX0687'AT POTOMAC, IN THE CONCRETE STEP OF THE NORTH ENTRANCE OF THE POTOMAC
 RX0687'SCHOOL (DISTRICT 11).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0100 ***********************************************************************
 RY0100  DESIGNATION -  3619.85
 RY0100  PID         -  RY0100
 RY0100  STATE/COUNTY-  MT/RAVALLI
 RY0100  USGS QUAD   -  HAMILTON SOUTH (1964)
 RY0100
 RY0100                         *CURRENT SURVEY CONTROL
 RY0100  ___________________________________________________________________
 RY0100* NAD 83(1986)-  46 11 57.     (N)    114 10 04.     (W)     SCALED    
 RY0100* NAVD 88     -      1104.403  (meters)    3623.36   (feet)  ADJUSTED  
 RY0100  ___________________________________________________________________
 RY0100  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 RY0100  DYNAMIC HT  -        1104.117 (meters)    3622.42  (feet)  COMP
 RY0100  MODELED GRAV-     980,318.7   (mgal)                       NAVD 88
 RY0100
 RY0100  VERT ORDER  -  SECOND    CLASS 0
 RY0100
 RY0100.The horizontal coordinates were scaled from a topographic map and have
 RY0100.an estimated accuracy of +/- 6 seconds.
 RY0100
 RY0100.The orthometric height was determined by differential leveling
 RY0100.and adjusted by the National Geodetic Survey in June 1991..
 RY0100
 RY0100.The geoid height was determined by GEOID03.
 RY0100
 RY0100.The dynamic height is computed by dividing the NAVD 88
 RY0100.geopotential number by the normal gravity value computed on the
 RY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0100.degrees latitude (g = 980.6199 gals.).
 RY0100
 RY0100.The modeled gravity was interpolated from observed gravity values.
 RY0100
 RY0100;                    North         East    Units  Estimated Accuracy
 RY0100;SPC MT       -   227,330.      240,110.      MT  (+/- 180 meters Scaled)
 RY0100
 RY0100                          SUPERSEDED SURVEY CONTROL
 RY0100
 RY0100  NGVD 29 (??/??/92) 1103.305  (m)         3619.76   (f) ADJ UNCH    2 0
 RY0100
 RY0100.Superseded values are not recommended for survey control.
 RY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0100.See file dsdata.txt to determine how the superseded data were derived.
 RY0100
 RY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM185200(NAD 83)
 RY0100_MARKER: DD = SURVEY DISK
 RY0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0100_SP_SET: BRIDGE SIDEWALK
 RY0100_STAMPING: 3619.85
 RY0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RY0100+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 RY0100
 RY0100  HISTORY     - Date     Condition        Report By
 RY0100  HISTORY     - UNK      MONUMENTED       MTDH
 RY0100  HISTORY     - 1965     GOOD             NGS
 RY0100  HISTORY     - 20040803 GOOD             GEOCAC
 RY0100
 RY0100                          STATION DESCRIPTION
 RY0100
 RY0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0100'3.6 MI S FROM HAMILTON.
 RY0100'3.6 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE NORTHERN PACIFIC
 RY0100'RAILWAY STATION AT HAMILTON, IN THE TOP AND 4 1/2 FEET SOUTHWEST OF
 RY0100'THE NORTHEAST END OF THE SOUTHEAST CONCRETE SIDEWALK OF A 300-FOOT
 RY0100'BRIDGE OVER BITTERROOT RIVER, 15 FEET SOUTHEAST OF THE CENTER LINE OF
 RY0100'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 RY0100
 RY0100                          STATION RECOVERY (2004)
 RY0100
 RY0100'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 RY0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0681 ***********************************************************************
 SR0681  DESIGNATION -  3671
 SR0681  PID         -  SR0681
 SR0681  STATE/COUNTY-  MT/FERGUS
 SR0681  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0681
 SR0681                         *CURRENT SURVEY CONTROL
 SR0681  ___________________________________________________________________
 SR0681* NAD 83(1986)-  47 27 15.     (N)    109 50 24.     (W)     SCALED    
 SR0681* NAVD 88     -      1119.609  (meters)    3673.25   (feet)  ADJUSTED  
 SR0681  ___________________________________________________________________
 SR0681  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 SR0681  DYNAMIC HT  -        1119.541 (meters)    3673.03  (feet)  COMP
 SR0681  MODELED GRAV-     980,513.6   (mgal)                       NAVD 88
 SR0681
 SR0681  VERT ORDER  -  SECOND    CLASS 0
 SR0681
 SR0681.The horizontal coordinates were scaled from a topographic map and have
 SR0681.an estimated accuracy of +/- 6 seconds.
 SR0681
 SR0681.The orthometric height was determined by differential leveling
 SR0681.and adjusted by the National Geodetic Survey in June 1991..
 SR0681
 SR0681.The geoid height was determined by GEOID03.
 SR0681
 SR0681.The dynamic height is computed by dividing the NAVD 88
 SR0681.geopotential number by the normal gravity value computed on the
 SR0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0681.degrees latitude (g = 980.6199 gals.).
 SR0681
 SR0681.The modeled gravity was interpolated from observed gravity values.
 SR0681
 SR0681;                    North         East    Units  Estimated Accuracy
 SR0681;SPC MT       -   356,100.      574,380.      MT  (+/- 180 meters Scaled)
 SR0681
 SR0681                          SUPERSEDED SURVEY CONTROL
 SR0681
 SR0681  NGVD 29 (??/??/92) 1118.764  (m)         3670.48   (f) ADJ UNCH    2 0
 SR0681
 SR0681.Superseded values are not recommended for survey control.
 SR0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0681.See file dsdata.txt to determine how the superseded data were derived.
 SR0681
 SR0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT874562(NAD 83)
 SR0681_MARKER: P = PIPE CAP
 SR0681_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0681_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0681_STAMPING: 3671
 SR0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0681
 SR0681  HISTORY     - Date     Condition        Report By
 SR0681  HISTORY     - UNK      MONUMENTED       USGS
 SR0681  HISTORY     - 1961     GOOD             NGS
 SR0681
 SR0681                          STATION DESCRIPTION
 SR0681
 SR0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0681'15.55 MI NE FROM DENTON.
 SR0681'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0681'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0681'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0681'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0681'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0681'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 6.45 MILES
 SR0681'NORTH ALONG A GRAVELED ROAD, IN SECTION 28, T 20 N, R 15 E, 0.25 MILE
 SR0681'SOUTH OF A CURVE IN THE ROAD, ON THE CREST OF A HILL, 32 FEET EAST OF
 SR0681'THE CENTER LINE OF THE ROAD, 73 FEET SOUTH OF THE CENTER OF A GATE IN
 SR0681'A FENCE, 2 INCHES EAST OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS
 SR0681'POST, ABOUT LEVEL WITH THE ROAD, A USGS CAP ON THE TOP OF A 3-INCH
 SR0681'IRON PIPE THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0045 ***********************************************************************
 RV0045  DESIGNATION -  3681
 RV0045  PID         -  RV0045
 RV0045  STATE/COUNTY-  MT/MUSSELSHELL
 RV0045  USGS QUAD   -  SIGNAL MOUNTAIN (1980)
 RV0045
 RV0045                         *CURRENT SURVEY CONTROL
 RV0045  ___________________________________________________________________
 RV0045* NAD 83(1986)-  46 17 46.     (N)    108 29 09.     (W)     SCALED    
 RV0045* NAVD 88     -      1122.575  (meters)    3682.98   (feet)  ADJUSTED  
 RV0045  ___________________________________________________________________
 RV0045  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RV0045  DYNAMIC HT  -        1122.394 (meters)    3682.39  (feet)  COMP
 RV0045  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 RV0045
 RV0045  VERT ORDER  -  SECOND    CLASS 0
 RV0045
 RV0045.The horizontal coordinates were scaled from a topographic map and have
 RV0045.an estimated accuracy of +/- 6 seconds.
 RV0045
 RV0045.The orthometric height was determined by differential leveling
 RV0045.and adjusted by the National Geodetic Survey in June 1991..
 RV0045
 RV0045.The geoid height was determined by GEOID03.
 RV0045
 RV0045.The dynamic height is computed by dividing the NAVD 88
 RV0045.geopotential number by the normal gravity value computed on the
 RV0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0045.degrees latitude (g = 980.6199 gals.).
 RV0045
 RV0045.The modeled gravity was interpolated from observed gravity values.
 RV0045
 RV0045;                    North         East    Units  Estimated Accuracy
 RV0045;SPC MT       -   227,880.      678,100.      MT  (+/- 180 meters Scaled)
 RV0045
 RV0045                          SUPERSEDED SURVEY CONTROL
 RV0045
 RV0045  NGVD 29 (??/??/92) 1121.780  (m)         3680.37   (f) ADJ UNCH    2 0
 RV0045
 RV0045.Superseded values are not recommended for survey control.
 RV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0045.See file dsdata.txt to determine how the superseded data were derived.
 RV0045
 RV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS936300(NAD 83)
 RV0045_MARKER: DD = SURVEY DISK
 RV0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0045_SP_SET: SANDSTONE BLOCK
 RV0045_STAMPING: 3681 1916
 RV0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0045
 RV0045  HISTORY     - Date     Condition        Report By
 RV0045  HISTORY     - 1916     MONUMENTED       USGS
 RV0045
 RV0045                          STATION DESCRIPTION
 RV0045
 RV0045'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0045'9.5 MI N FROM THIRTY MILE INN.
 RV0045'9.5 MILES NORTH ALONG U. S. HIGHWAY 87 FROM THIRTY MILE INN,
 RV0045'MUSSELSHELL COUNTY, 0.2 MILE SOUTH OF THE QUARTER CORNER AT THE WEST
 RV0045'SIDE OF SEC. 4, T. 6 N., R. 26 E., AT THE FOOT OF A SANDSTONE CLIFF,
 RV0045'48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 RV0045'LARGE SANDSTONE BLOCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RV0045'DISK, STAMPED 3681 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0562 ***********************************************************************
 TK0562  DESIGNATION -  37 REB
 TK0562  PID         -  TK0562
 TK0562  STATE/COUNTY-  MT/BLAINE
 TK0562  USGS QUAD   -  TURNER (1984)
 TK0562
 TK0562                         *CURRENT SURVEY CONTROL
 TK0562  ___________________________________________________________________
 TK0562* NAD 83(1986)-  48 50 29.     (N)    108 25 21.     (W)     SCALED    
 TK0562* NAVD 88     -       925.379  (meters)    3036.01   (feet)  POSTED    
 TK0562  ___________________________________________________________________
 TK0562  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TK0562  DYNAMIC HT  -         925.490 (meters)    3036.38  (feet)  COMP
 TK0562  MODELED GRAV-     980,695.5   (mgal)                       NAVD 88
 TK0562
 TK0562  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0562
 TK0562.The horizontal coordinates were scaled from a topographic map and have
 TK0562.an estimated accuracy of +/- 6 seconds.
 TK0562
 TK0562.The orthometric height was determined by differential leveling
 TK0562.and adjusted by the National Geodetic Survey in 1992..
 TK0562.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0562.rate of 0.0 thru 1.0 mm/km.
 TK0562
 TK0562.The geoid height was determined by GEOID03.
 TK0562
 TK0562.The dynamic height is computed by dividing the NAVD 88
 TK0562.geopotential number by the normal gravity value computed on the
 TK0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0562.degrees latitude (g = 980.6199 gals.).
 TK0562
 TK0562.The modeled gravity was interpolated from observed gravity values.
 TK0562
 TK0562;                    North         East    Units  Estimated Accuracy
 TK0562;SPC MT       -   510,770.      679,080.      MT  (+/- 180 meters Scaled)
 TK0562
 TK0562                          SUPERSEDED SURVEY CONTROL
 TK0562
 TK0562.No superseded survey control is available for this station.
 TK0562
 TK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV891130(NAD 83)
 TK0562_MARKER: DB = BENCH MARK DISK
 TK0562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0562+WITH SETTING: INFORMATION.
 TK0562_SP_SET: SHALLOW-SET METAL ROD
 TK0562_STAMPING: 37 REB 1979
 TK0562_MARK LOGO: USGS  
 TK0562_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0562_ROD/PIPE-DEPTH: 1.52 meters
 TK0562
 TK0562  HISTORY     - Date     Condition        Report By
 TK0562  HISTORY     - 1979     MONUMENTED       USGS
 TK0562
 TK0562                          STATION DESCRIPTION
 TK0562
 TK0562'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0562'1.6 KM (1.00 MI) WEST FROM TURNER.
 TK0562'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0562'THENCE 0.9 WEST ALONG HIGHWAY 241, NEAR THE NORTH 1/4 CORNER OF
 TK0562'SECTION 35, T36N, R25E, 98 FEET SOUTH OF HIGHWAY 241, 20.3 FEET EAST
 TK0562'OF THE EAST GATE POST FOR A SOUTH TURN - OUT, 53 FEET SOUTH OF THE
 TK0562'EAST END OF AN 18 - INCH BY 50 FOOT CORRUGATED METAL PIPE, AND 1.4
 TK0562'FEET NORTH OF A FENCE.
 TK0562'THE MARK IS 1.9 FT  W FROM  A WITNESS POST
 TK0562'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1018 ***********************************************************************
 TN1018  DESIGNATION -  37 RHM
 TN1018  PID         -  TN1018
 TN1018  STATE/COUNTY-  MT/LINCOLN
 TN1018  USGS QUAD   -  BEARTRAP MOUNTAIN (1983)
 TN1018
 TN1018                         *CURRENT SURVEY CONTROL
 TN1018  ___________________________________________________________________
 TN1018* NAD 83(1986)-  48 52 25.     (N)    115 13 50.     (W)     SCALED    
 TN1018* NAVD 88     -       698.965  (meters)    2293.19   (feet)  ADJUSTED  
 TN1018  ___________________________________________________________________
 TN1018  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 TN1018  DYNAMIC HT  -         699.027 (meters)    2293.39  (feet)  COMP
 TN1018  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 TN1018
 TN1018  VERT ORDER  -  THIRD
 TN1018
 TN1018.The horizontal coordinates were scaled from a topographic map and have
 TN1018.an estimated accuracy of +/- 6 seconds.
 TN1018
 TN1018.The orthometric height was determined by differential leveling
 TN1018.and adjusted by the National Geodetic Survey in June 1991..
 TN1018
 TN1018.The geoid height was determined by GEOID03.
 TN1018
 TN1018.The dynamic height is computed by dividing the NAVD 88
 TN1018.geopotential number by the normal gravity value computed on the
 TN1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1018.degrees latitude (g = 980.6199 gals.).
 TN1018
 TN1018.The modeled gravity was interpolated from observed gravity values.
 TN1018
 TN1018;                    North         East    Units  Estimated Accuracy
 TN1018;SPC MT       -   529,180.      180,030.      MT  (+/- 180 meters Scaled)
 TN1018
 TN1018                          SUPERSEDED SURVEY CONTROL
 TN1018
 TN1018  NGVD 29 (??/??/92)  697.78   (m)         2289.3    (f) COMPUTED    3 0
 TN1018
 TN1018.Superseded values are not recommended for survey control.
 TN1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1018.See file dsdata.txt to determine how the superseded data were derived.
 TN1018
 TN1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ297149(NAD 83)
 TN1018_MARKER: DB = BENCH MARK DISK
 TN1018_SETTING: 66 = SET IN ROCK OUTCROP
 TN1018_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1018_STAMPING: 37 RHM 1963
 TN1018_MARK LOGO: USGS  
 TN1018_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1018+STABILITY: POSITION/ELEVATION WELL
 TN1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1018+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN1018
 TN1018  HISTORY     - Date     Condition        Report By
 TN1018  HISTORY     - 1963     MONUMENTED       USGS
 TN1018
 TN1018                          STATION DESCRIPTION
 TN1018
 TN1018'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1018'FROM REXFORD, MONTANA POST OFFICE, PROCEED 1.4 MILES NORTH AND WEST
 TN1018'ALONG STATE HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 92, IN THE
 TN1018'NORTHWEST 1/4 CORNER OF SECTION 21/TOWNSHIP 36 NORTH/RANGE 27 WEST,
 TN1018'55 FEET NORTH AND 158 FEET EAST AND 3 FEET LOWER THAN JUNCTION, IN
 TN1018'THE TOP OF AN EMBEDDED ROCK OUTCROP.  MOST LIKELY COVERED BY LAKE
 TN1018'KOOCANUSA, AS SEEN ON USGS PHOTOREVISED 1983 TOPO QUAD MAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0735 ***********************************************************************
 TL0735  DESIGNATION -  37 WAC
 TL0735  PID         -  TL0735
 TL0735  STATE/COUNTY-  MT/HILL
 TL0735  USGS QUAD   -  GILDFORD (1969)
 TL0735
 TL0735                         *CURRENT SURVEY CONTROL
 TL0735  ___________________________________________________________________
 TL0735* NAD 83(1986)-  48 35 43.     (N)    110 18 13.     (W)     SCALED    
 TL0735* NAVD 88     -       874.475  (meters)    2869.01   (feet)  ADJUSTED  
 TL0735  ___________________________________________________________________
 TL0735  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 TL0735  DYNAMIC HT  -         874.550 (meters)    2869.25  (feet)  COMP
 TL0735  MODELED GRAV-     980,667.1   (mgal)                       NAVD 88
 TL0735
 TL0735  VERT ORDER  -  THIRD
 TL0735
 TL0735.The horizontal coordinates were scaled from a topographic map and have
 TL0735.an estimated accuracy of +/- 6 seconds.
 TL0735
 TL0735.The orthometric height was determined by differential leveling
 TL0735.and adjusted by the National Geodetic Survey in June 1991..
 TL0735
 TL0735.The geoid height was determined by GEOID03.
 TL0735
 TL0735.The dynamic height is computed by dividing the NAVD 88
 TL0735.geopotential number by the normal gravity value computed on the
 TL0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0735.degrees latitude (g = 980.6199 gals.).
 TL0735
 TL0735.The modeled gravity was interpolated from observed gravity values.
 TL0735
 TL0735;                    North         East    Units  Estimated Accuracy
 TL0735;SPC MT       -   483,170.      540,740.      MT  (+/- 180 meters Scaled)
 TL0735
 TL0735                          SUPERSEDED SURVEY CONTROL
 TL0735
 TL0735  NGVD 29 (??/??/92)  873.61   (m)         2866.2    (f) COMPUTED    3 0
 TL0735
 TL0735.Superseded values are not recommended for survey control.
 TL0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0735.See file dsdata.txt to determine how the superseded data were derived.
 TL0735
 TL0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU513827(NAD 83)
 TL0735_MARKER: DB = BENCH MARK DISK
 TL0735_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0735_SP_SET: PREFAB CONC. POST IN EARTH
 TL0735_STAMPING: 37 WAC 1963 2866
 TL0735_MARK LOGO: USGS  
 TL0735_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0735+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0735
 TL0735  HISTORY     - Date     Condition        Report By
 TL0735  HISTORY     - 1963     MONUMENTED       USGS
 TL0735
 TL0735                          STATION DESCRIPTION
 TL0735
 TL0735'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0735'FROM GILFORD, MONTANA, PROCEED 2.0 MILES NORTH, IN THE CENTER OF THE
 TL0735'NORTH EDGE OF SECTION 28/TOWNSHIP 33 NORTH/RANGE 11 EAST, 23 FEET
 TL0735'SOUTH AND 59 FEET WEST AND 2.7 FEET LOWER THAN CROSSROADS, 5 FEET
 TL0735'NORTH AND 6 FEET WEST OF A FENCE CORNER, PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1084 ***********************************************************************
 SS1084  DESIGNATION -  3704
 SS1084  PID         -  SS1084
 SS1084  STATE/COUNTY-  MT/TETON
 SS1084  USGS QUAD   -  DUTTON (1987)
 SS1084
 SS1084                         *CURRENT SURVEY CONTROL
 SS1084  ___________________________________________________________________
 SS1084* NAD 83(1986)-  47 47 56.     (N)    111 40 03.     (W)     SCALED    
 SS1084* NAVD 88     -      1131.041  (meters)    3710.76   (feet)  ADJUSTED  
 SS1084  ___________________________________________________________________
 SS1084  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1084  DYNAMIC HT  -        1130.985 (meters)    3710.57  (feet)  COMP
 SS1084  MODELED GRAV-     980,523.5   (mgal)                       NAVD 88
 SS1084
 SS1084  VERT ORDER  -  FIRST     CLASS II
 SS1084
 SS1084.The horizontal coordinates were scaled from a topographic map and have
 SS1084.an estimated accuracy of +/- 6 seconds.
 SS1084
 SS1084.The orthometric height was determined by differential leveling
 SS1084.and adjusted by the National Geodetic Survey in June 1991..
 SS1084
 SS1084.The geoid height was determined by GEOID03.
 SS1084
 SS1084.The dynamic height is computed by dividing the NAVD 88
 SS1084.geopotential number by the normal gravity value computed on the
 SS1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1084.degrees latitude (g = 980.6199 gals.).
 SS1084
 SS1084.The modeled gravity was interpolated from observed gravity values.
 SS1084
 SS1084;                    North         East    Units  Estimated Accuracy
 SS1084;SPC MT       -   396,590.      437,730.      MT  (+/- 180 meters Scaled)
 SS1084
 SS1084                          SUPERSEDED SURVEY CONTROL
 SS1084
 SS1084  NGVD 29 (??/??/92) 1130.112  (m)         3707.71   (f) ADJ UNCH    1 2
 SS1084
 SS1084.Superseded values are not recommended for survey control.
 SS1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1084.See file dsdata.txt to determine how the superseded data were derived.
 SS1084
 SS1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT500941(NAD 83)
 SS1084_MARKER: DD = SURVEY DISK
 SS1084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1084_STAMPING: SEE TEXT
 SS1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1084
 SS1084  HISTORY     - Date     Condition        Report By
 SS1084  HISTORY     - UNK      MONUMENTED       USGS
 SS1084  HISTORY     - 1961     GOOD             NGS
 SS1084  HISTORY     - 1978     GOOD             NGS
 SS1084
 SS1084                          STATION DESCRIPTION
 SS1084
 SS1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1084'4.65 MI SE FROM DUTTON.
 SS1084'4.65 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1084'AT DUTTON, 12 POLES SOUTHEAST OF MILEPOST 33, AT A JOG IN THE
 SS1084'RIGHT-OF-WAY FENCE, 45 FEET EAST OF THE EAST RAIL, 106 FEET WEST OF
 SS1084'THE CENTER LINE OF U.S. HIGHWAY 91, 17 FEET WEST OF BENCH MARK T 24 N
 SS1084'(BLM), 62 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A
 SS1084'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND RIVETED ON THE
 SS1084'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 SS1084'SEC 25 M SEC 30 RIW RIE 3704 SEC 36 0 SEC 31 BUTTE.
 SS1084
 SS1084                          STATION RECOVERY (1978)
 SS1084
 SS1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SS1084'4.0 MILES SOUTH ALONG INTERSTATE 15 FROM THE OVERPASS AT EXIT 313 IN
 SS1084'DUTTON, 0.35 MILE SOUTH OF MILE POST 309, 0.1 MILE WEST OF THE
 SS1084'CENTERLINE OF INTERSTATE 15 SOUTH BOUND, IN THE EAST RIGHT OF WAY OF
 SS1084'THE GREAT NORTHERN RAILROAD, 12 POLES SOUTHEAST OF RAILROAD MILE POST
 SS1084'33, 106 FEET WEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 91, 62 FEET
 SS1084'WEST-SOUTHWEST OF A POWER LINE POLE, 45 FEET EAST OF THE EAST RAIL,
 SS1084'AND 17 FEET WEST OF BENCH MARK T 24 N (BLM).   NOTE=THE DISTANCE
 SS1084'BETWEEN MILE POSTS 309 AND 310 IS 0.5 MILE.
 SS1084'THE MARK IS 2 FT  S FROM A WITNESS POST.
 SS1084'THE MARK IS 1 FT BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0102 ***********************************************************************
 RX0102  DESIGNATION -  3729.18
 RX0102  PID         -  RX0102
 RX0102  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0102  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0102
 RX0102                         *CURRENT SURVEY CONTROL
 RX0102  ___________________________________________________________________
 RX0102* NAD 83(1986)-  46 41 22.     (N)    112 01 14.     (W)     SCALED    
 RX0102* NAVD 88     -      1137.629  (meters)    3732.37   (feet)  ADJUSTED  
 RX0102  ___________________________________________________________________
 RX0102  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0102  DYNAMIC HT  -        1137.399 (meters)    3731.62  (feet)  COMP
 RX0102  MODELED GRAV-     980,373.6   (mgal)                       NAVD 88
 RX0102
 RX0102  VERT ORDER  -  FIRST     CLASS II
 RX0102
 RX0102.The horizontal coordinates were scaled from a topographic map and have
 RX0102.an estimated accuracy of +/- 6 seconds.
 RX0102
 RX0102.The orthometric height was determined by differential leveling
 RX0102.and adjusted by the National Geodetic Survey in June 1991..
 RX0102
 RX0102.The geoid height was determined by GEOID03.
 RX0102
 RX0102.The dynamic height is computed by dividing the NAVD 88
 RX0102.geopotential number by the normal gravity value computed on the
 RX0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0102.degrees latitude (g = 980.6199 gals.).
 RX0102
 RX0102.The modeled gravity was interpolated from observed gravity values.
 RX0102
 RX0102;                    North         East    Units  Estimated Accuracy
 RX0102;SPC MT       -   274,180.      407,340.      MT  (+/- 180 meters Scaled)
 RX0102
 RX0102                          SUPERSEDED SURVEY CONTROL
 RX0102
 RX0102  NGVD 29 (??/??/92) 1136.606  (m)         3729.01   (f) ADJ UNCH    1 2
 RX0102
 RX0102.Superseded values are not recommended for survey control.
 RX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0102.See file dsdata.txt to determine how the superseded data were derived.
 RX0102
 RX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219711(NAD 83)
 RX0102_MARKER: DD = SURVEY DISK
 RX0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0102_STAMPING: 3729.18
 RX0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0102+STABILITY: SURFACE MOTION
 RX0102
 RX0102  HISTORY     - Date     Condition        Report By
 RX0102  HISTORY     - UNK      MONUMENTED       MTDH
 RX0102  HISTORY     - 1962     GOOD             NGS
 RX0102
 RX0102                          STATION DESCRIPTION
 RX0102
 RX0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0102'6.2 MI N FROM HELENA.
 RX0102'6.2 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0102'PACIFIC RAILROAD AT HELENA, 39 FEET EAST OF THE CENTER LINE OF THE
 RX0102'AVENUE, 46 FEET SOUTH OF THE CENTER LINE OF A ROAD, 1 1/2 FEET
 RX0102'NORTHWEST OF A FENCE CORNER, 14 FEET WEST OF TELEPHONE POLE 1 R/1,
 RX0102'ABOUT 3 FEET HIGHER THAN THE AVENUE AND IN THE TOP OF A CONCRETE POST
 RX0102'PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0116 ***********************************************************************
 RX0116  DESIGNATION -  3749
 RX0116  PID         -  RX0116
 RX0116  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0116  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0116
 RX0116                         *CURRENT SURVEY CONTROL
 RX0116  ___________________________________________________________________
 RX0116* NAD 83(1986)-  46 39 12.     (N)    112 01 57.     (W)     SCALED    
 RX0116* NAVD 88     -      1143.758  (meters)    3752.48   (feet)  ADJUSTED  
 RX0116  ___________________________________________________________________
 RX0116  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 RX0116  DYNAMIC HT  -        1143.533 (meters)    3751.74  (feet)  COMP
 RX0116  MODELED GRAV-     980,378.3   (mgal)                       NAVD 88
 RX0116
 RX0116  VERT ORDER  -  FIRST     CLASS II
 RX0116
 RX0116.The horizontal coordinates were scaled from a topographic map and have
 RX0116.an estimated accuracy of +/- 6 seconds.
 RX0116
 RX0116.The orthometric height was determined by differential leveling
 RX0116.and adjusted by the National Geodetic Survey in June 1991..
 RX0116
 RX0116.The geoid height was determined by GEOID03.
 RX0116
 RX0116.The dynamic height is computed by dividing the NAVD 88
 RX0116.geopotential number by the normal gravity value computed on the
 RX0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0116.degrees latitude (g = 980.6199 gals.).
 RX0116
 RX0116.The modeled gravity was interpolated from observed gravity values.
 RX0116
 RX0116;                    North         East    Units  Estimated Accuracy
 RX0116;SPC MT       -   270,190.      406,290.      MT  (+/- 180 meters Scaled)
 RX0116
 RX0116                          SUPERSEDED SURVEY CONTROL
 RX0116
 RX0116  NGVD 29 (??/??/92) 1142.741  (m)         3749.14   (f) ADJ UNCH    1 2
 RX0116
 RX0116.Superseded values are not recommended for survey control.
 RX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0116.See file dsdata.txt to determine how the superseded data were derived.
 RX0116
 RX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS209671(NAD 83)
 RX0116_MARKER: DD = SURVEY DISK
 RX0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0116_SP_SET: FOUNDATION
 RX0116_STAMPING: 3749.574
 RX0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0116
 RX0116  HISTORY     - Date     Condition        Report By
 RX0116  HISTORY     - UNK      MONUMENTED       USGLO
 RX0116  HISTORY     - 1962     GOOD             NGS
 RX0116
 RX0116                          STATION DESCRIPTION
 RX0116
 RX0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0116'4.2 MI N FROM HELENA.
 RX0116'3.65 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0116'NORTHERN PACIFIC RAILROAD AT HELENA, THENCE 0.55 MILE WEST ALONG
 RX0116'FORESTVALE ROAD, AT THE ENTRANCE ARCH TO FORESTVALE CEMETERY, IN THE
 RX0116'TOP OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF A CATTLE GUARD
 RX0116'AND DIRECTLY UNDER THE ARCH, 2.7 FEET SOUTH OF THE WEST CORNER OF THE
 RX0116'STEEL CATTLE GUARD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0009 ***********************************************************************
 TM0009  DESIGNATION -  3751
 TM0009  PID         -  TM0009
 TM0009  STATE/COUNTY-  MT/GLACIER
 TM0009  USGS QUAD   -  CUT BANK (1980)
 TM0009
 TM0009                         *CURRENT SURVEY CONTROL
 TM0009  ___________________________________________________________________
 TM0009* NAD 83(1986)-  48 38 17.     (N)    112 19 48.     (W)     SCALED    
 TM0009* NAVD 88     -      1144.130  (meters)    3753.70   (feet)  ADJUSTED  
 TM0009  ___________________________________________________________________
 TM0009  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0009  DYNAMIC HT  -        1144.170 (meters)    3753.83  (feet)  COMP
 TM0009  MODELED GRAV-     980,605.3   (mgal)                       NAVD 88
 TM0009
 TM0009  VERT ORDER  -  FIRST     CLASS II
 TM0009
 TM0009.The horizontal coordinates were scaled from a topographic map and have
 TM0009.an estimated accuracy of +/- 6 seconds.
 TM0009
 TM0009.The orthometric height was determined by differential leveling
 TM0009.and adjusted by the National Geodetic Survey in June 1991..
 TM0009
 TM0009.The geoid height was determined by GEOID03.
 TM0009
 TM0009.The dynamic height is computed by dividing the NAVD 88
 TM0009.geopotential number by the normal gravity value computed on the
 TM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0009.degrees latitude (g = 980.6199 gals.).
 TM0009
 TM0009.The modeled gravity was interpolated from observed gravity values.
 TM0009
 TM0009;                    North         East    Units  Estimated Accuracy
 TM0009;SPC MT       -   491,390.      391,520.      MT  (+/- 180 meters Scaled)
 TM0009
 TM0009                          SUPERSEDED SURVEY CONTROL
 TM0009
 TM0009  NGVD 29 (??/??/92) 1143.048  (m)         3750.15   (f) ADJ UNCH    1 2
 TM0009
 TM0009.Superseded values are not recommended for survey control.
 TM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0009.See file dsdata.txt to determine how the superseded data were derived.
 TM0009
 TM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU020880(NAD 83)
 TM0009_MARKER: P = PIPE CAP
 TM0009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TM0009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TM0009_STAMPING: 3751
 TM0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0009
 TM0009  HISTORY     - Date     Condition        Report By
 TM0009  HISTORY     - UNK      MONUMENTED       USGS
 TM0009  HISTORY     - 1944     MARK NOT FOUND   LOCENG
 TM0009
 TM0009                          STATION DESCRIPTION
 TM0009
 TM0009'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 TM0009'IN CUT BANK.
 TM0009'AT CUT BANK, GLACIER COUNTY, ON THE GREAT NORTHERN RAILWAY, 354 FEET
 TM0009'NORTHEAST OF THE STATION, 151 FEET NORTHEAST OF THE NORTHEAST TRACK,
 TM0009'AND 92 FEET NORTHWEST OF THE INTERSECTION OF CENTRAL AVENUE AND FIRST
 TM0009'STREET NORTH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 TM0009'3751 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE REINFORCED WITH
 TM0009'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0685 ***********************************************************************
 RX0685  DESIGNATION -  3759
 RX0685  PID         -  RX0685
 RX0685  STATE/COUNTY-  MT/MISSOULA
 RX0685  USGS QUAD   -  MINERAL RIDGE (1965)
 RX0685
 RX0685                         *CURRENT SURVEY CONTROL
 RX0685  ___________________________________________________________________
 RX0685* NAD 83(1986)-  46 52 23.     (N)    113 32 48.     (W)     SCALED    
 RX0685* NAVD 88     -      1146.375  (meters)    3761.07   (feet)  ADJUSTED  
 RX0685  ___________________________________________________________________
 RX0685  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 RX0685  DYNAMIC HT  -        1146.165 (meters)    3760.38  (feet)  COMP
 RX0685  MODELED GRAV-     980,392.1   (mgal)                       NAVD 88
 RX0685
 RX0685  VERT ORDER  -  SECOND    CLASS 0
 RX0685
 RX0685.The horizontal coordinates were scaled from a topographic map and have
 RX0685.an estimated accuracy of +/- 6 seconds.
 RX0685
 RX0685.The orthometric height was determined by differential leveling
 RX0685.and adjusted by the National Geodetic Survey in June 1991..
 RX0685
 RX0685.The geoid height was determined by GEOID03.
 RX0685
 RX0685.The dynamic height is computed by dividing the NAVD 88
 RX0685.geopotential number by the normal gravity value computed on the
 RX0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0685.degrees latitude (g = 980.6199 gals.).
 RX0685
 RX0685.The modeled gravity was interpolated from observed gravity values.
 RX0685
 RX0685;                    North         East    Units  Estimated Accuracy
 RX0685;SPC MT       -   299,440.      291,820.      MT  (+/- 180 meters Scaled)
 RX0685
 RX0685                          SUPERSEDED SURVEY CONTROL
 RX0685
 RX0685  NGVD 29 (??/??/92) 1145.267  (m)         3757.43   (f) ADJ UNCH    2 0
 RX0685
 RX0685.Superseded values are not recommended for survey control.
 RX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0685.See file dsdata.txt to determine how the superseded data were derived.
 RX0685
 RX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS059942(NAD 83)
 RX0685_MARKER: P = PIPE CAP
 RX0685_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0685_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0685_STAMPING: 3759 MSLA
 RX0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0685
 RX0685  HISTORY     - Date     Condition        Report By
 RX0685  HISTORY     - UNK      MONUMENTED       USGS
 RX0685  HISTORY     - 1934     GOOD             NGS
 RX0685  HISTORY     - 1982     GOOD             LOCSUR
 RX0685
 RX0685                          STATION DESCRIPTION
 RX0685
 RX0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0685'1.6 MI E FROM POTOMAC.
 RX0685'1.6 MILES EAST ALONG STATE HIGHWAY 20 FROM POTOMAC, MISSOULA COUNTY,
 RX0685'125 YARDS WEST OF THE GATE TO THE ROBERT RANCH HOUSE, AND 39 FEET
 RX0685'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 RX0685'SURVEY STANDARD CAP, STAMPED 3759 MSLA AND RIVETED ON THE TOP OF A
 RX0685'3-1/2-INCH IRON PIPE.
 RX0685
 RX0685                          STATION RECOVERY (1982)
 RX0685
 RX0685'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 RX0685'4 FEET SOUTH OF 3 STRAND BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0557 ***********************************************************************
 RX0557  DESIGNATION -  3765
 RX0557  PID         -  RX0557
 RX0557  STATE/COUNTY-  MT/MISSOULA
 RX0557  USGS QUAD   -  GREENOUGH (1965)
 RX0557
 RX0557                         *CURRENT SURVEY CONTROL
 RX0557  ___________________________________________________________________
 RX0557* NAD 83(1986)-  46 55 00.     (N)    113 26 12.     (W)     SCALED    
 RX0557* NAVD 88     -      1148.149  (meters)    3766.89   (feet)  ADJUSTED  
 RX0557  ___________________________________________________________________
 RX0557  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 RX0557  DYNAMIC HT  -        1147.954 (meters)    3766.25  (feet)  COMP
 RX0557  MODELED GRAV-     980,404.4   (mgal)                       NAVD 88
 RX0557
 RX0557  VERT ORDER  -  SECOND    CLASS 0
 RX0557
 RX0557.The horizontal coordinates were scaled from a topographic map and have
 RX0557.an estimated accuracy of +/- 6 seconds.
 RX0557
 RX0557.The orthometric height was determined by differential leveling
 RX0557.and adjusted by the National Geodetic Survey in June 1991..
 RX0557
 RX0557.The geoid height was determined by GEOID03.
 RX0557
 RX0557.The dynamic height is computed by dividing the NAVD 88
 RX0557.geopotential number by the normal gravity value computed on the
 RX0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0557.degrees latitude (g = 980.6199 gals.).
 RX0557
 RX0557.The modeled gravity was interpolated from observed gravity values.
 RX0557
 RX0557;                    North         East    Units  Estimated Accuracy
 RX0557;SPC MT       -   303,850.      300,440.      MT  (+/- 180 meters Scaled)
 RX0557
 RX0557                          SUPERSEDED SURVEY CONTROL
 RX0557
 RX0557  NGVD 29 (??/??/92) 1147.054  (m)         3763.29   (f) ADJ UNCH    2 0
 RX0557
 RX0557.Superseded values are not recommended for survey control.
 RX0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0557.See file dsdata.txt to determine how the superseded data were derived.
 RX0557
 RX0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS144987(NAD 83)
 RX0557_MARKER: P = PIPE CAP
 RX0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0557_STAMPING: 3765 MSLA
 RX0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0557
 RX0557  HISTORY     - Date     Condition        Report By
 RX0557  HISTORY     - UNK      MONUMENTED       USGS
 RX0557  HISTORY     - 1934     GOOD             NGS
 RX0557
 RX0557                          STATION DESCRIPTION
 RX0557
 RX0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0557'0.4 MI W FROM GREENOUGH.
 RX0557'0.4 MILE WEST ALONG STATE HIGHWAY 20 FROM GREENOUGH, MISSOULA COUNTY,
 RX0557'AT THE ENTRANCE TO THE GREENOUGH RANCH HOUSE, 28 FEET WEST OF THE
 RX0557'CENTERLINE OF THE DRIVEWAY, AND 36 FEET NORTH OF THE CENTERLINE OF THE
 RX0557'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3765
 RX0557'MSLA AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0552 ***********************************************************************
 RX0552  DESIGNATION -  3775
 RX0552  PID         -  RX0552
 RX0552  STATE/COUNTY-  MT/MISSOULA
 RX0552  USGS QUAD   -  GREENOUGH (1965)
 RX0552
 RX0552                         *CURRENT SURVEY CONTROL
 RX0552  ___________________________________________________________________
 RX0552* NAD 83(1986)-  46 57 57.     (N)    113 22 40.     (W)     SCALED    
 RX0552* NAVD 88     -      1151.187  (meters)    3776.85   (feet)  ADJUSTED  
 RX0552  ___________________________________________________________________
 RX0552  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 RX0552  DYNAMIC HT  -        1150.999 (meters)    3776.24  (feet)  COMP
 RX0552  MODELED GRAV-     980,410.6   (mgal)                       NAVD 88
 RX0552
 RX0552  VERT ORDER  -  SECOND    CLASS 0
 RX0552
 RX0552.The horizontal coordinates were scaled from a topographic map and have
 RX0552.an estimated accuracy of +/- 6 seconds.
 RX0552
 RX0552.The orthometric height was determined by differential leveling
 RX0552.and adjusted by the National Geodetic Survey in June 1991..
 RX0552
 RX0552.The geoid height was determined by GEOID03.
 RX0552
 RX0552.The dynamic height is computed by dividing the NAVD 88
 RX0552.geopotential number by the normal gravity value computed on the
 RX0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0552.degrees latitude (g = 980.6199 gals.).
 RX0552
 RX0552.The modeled gravity was interpolated from observed gravity values.
 RX0552
 RX0552;                    North         East    Units  Estimated Accuracy
 RX0552;SPC MT       -   309,080.      305,180.      MT  (+/- 180 meters Scaled)
 RX0552
 RX0552                          SUPERSEDED SURVEY CONTROL
 RX0552
 RX0552  NGVD 29 (??/??/92) 1150.095  (m)         3773.27   (f) ADJ UNCH    2 0
 RX0552
 RX0552.Superseded values are not recommended for survey control.
 RX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0552.See file dsdata.txt to determine how the superseded data were derived.
 RX0552
 RX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT191041(NAD 83)
 RX0552_MARKER: P = PIPE CAP
 RX0552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0552_STAMPING: 3775 MSLA
 RX0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0552
 RX0552  HISTORY     - Date     Condition        Report By
 RX0552  HISTORY     - UNK      MONUMENTED       USGS
 RX0552  HISTORY     - 1934     GOOD             NGS
 RX0552
 RX0552                          STATION DESCRIPTION
 RX0552
 RX0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0552'5.1 MI NE FROM GREENOUGH.
 RX0552'5.1 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM GREENOUGH, MISSOULA
 RX0552'COUNTY, 300 FEET NORTHEAST OF A BRIDGE OVER BLACKFOOT RIVER, 55 FEET
 RX0552'EAST OF THE CENTERLINE OF THE RIGHT-OF-WAY OF THE PROPOSED ROAD, AND
 RX0552'95 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 RX0552'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3775 MSLA AND RIVETED ON THE
 RX0552'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0564 ***********************************************************************
 TK0564  DESIGNATION -  38 REB
 TK0564  PID         -  TK0564
 TK0564  STATE/COUNTY-  MT/BLAINE
 TK0564  USGS QUAD   -  TURNER (1984)
 TK0564
 TK0564                         *CURRENT SURVEY CONTROL
 TK0564  ___________________________________________________________________
 TK0564* NAD 83(1986)-  48 50 53.     (N)    108 24 22.     (W)     SCALED    
 TK0564* NAVD 88     -       929.326  (meters)    3048.96   (feet)  POSTED    
 TK0564  ___________________________________________________________________
 TK0564  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TK0564  DYNAMIC HT  -         929.440 (meters)    3049.34  (feet)  COMP
 TK0564  MODELED GRAV-     980,696.7   (mgal)                       NAVD 88
 TK0564
 TK0564  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0564
 TK0564.The horizontal coordinates were scaled from a topographic map and have
 TK0564.an estimated accuracy of +/- 6 seconds.
 TK0564
 TK0564.The orthometric height was determined by differential leveling
 TK0564.and adjusted by the National Geodetic Survey in 1992..
 TK0564.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0564.rate of 0.0 thru 1.0 mm/km.
 TK0564
 TK0564.The geoid height was determined by GEOID03.
 TK0564
 TK0564.The dynamic height is computed by dividing the NAVD 88
 TK0564.geopotential number by the normal gravity value computed on the
 TK0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0564.degrees latitude (g = 980.6199 gals.).
 TK0564
 TK0564.The modeled gravity was interpolated from observed gravity values.
 TK0564
 TK0564;                    North         East    Units  Estimated Accuracy
 TK0564;SPC MT       -   511,530.      680,280.      MT  (+/- 180 meters Scaled)
 TK0564
 TK0564                          SUPERSEDED SURVEY CONTROL
 TK0564
 TK0564.No superseded survey control is available for this station.
 TK0564
 TK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV902138(NAD 83)
 TK0564_MARKER: DB = BENCH MARK DISK
 TK0564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0564+WITH SETTING: INFORMATION.
 TK0564_SP_SET: SHALLOW-SET METAL ROD
 TK0564_STAMPING: 38 REB 1979
 TK0564_MARK LOGO: USGS  
 TK0564_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0564_ROD/PIPE-DEPTH: 1.52 meters
 TK0564
 TK0564  HISTORY     - Date     Condition        Report By
 TK0564  HISTORY     - 1979     MONUMENTED       USGS
 TK0564
 TK0564                          STATION DESCRIPTION
 TK0564
 TK0564'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0564'0.4 KM (0.25 MI) NORTH FROM TURNER.
 TK0564'0.25 MILES NORTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0564'NEAR THE CENTER OF THE SOUTHWEST 1/4 OF SECTION 25, T36N, R25E, 28
 TK0564'FEET NORTH AND 65 FEET WEST OF THE CROSSROAD AT THE ENTRANCE TO THE
 TK0564'AIRPORT, 174 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 TK0564'HANGAR, AND 1.4 FEET SOUTH OF A FENCE.
 TK0564'THE MARK IS 2.4 FT  W FROM  A WITNESS POST
 TK0564'THE MARK IS 2.0 FT BELOW CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0736 ***********************************************************************
 TL0736  DESIGNATION -  38 WAC
 TL0736  PID         -  TL0736
 TL0736  STATE/COUNTY-  MT/HILL
 TL0736  USGS QUAD   -  GILDFORD (1969)
 TL0736
 TL0736                         *CURRENT SURVEY CONTROL
 TL0736  ___________________________________________________________________
 TL0736* NAD 83(1986)-  48 34 19.     (N)    110 18 07.     (W)     SCALED    
 TL0736* NAVD 88     -       865.083  (meters)    2838.19   (feet)  ADJUSTED  
 TL0736  ___________________________________________________________________
 TL0736  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 TL0736  DYNAMIC HT  -         865.154 (meters)    2838.43  (feet)  COMP
 TL0736  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 TL0736
 TL0736  VERT ORDER  -  THIRD
 TL0736
 TL0736.The horizontal coordinates were scaled from a topographic map and have
 TL0736.an estimated accuracy of +/- 6 seconds.
 TL0736
 TL0736.The orthometric height was determined by differential leveling
 TL0736.and adjusted by the National Geodetic Survey in June 1991..
 TL0736
 TL0736.The geoid height was determined by GEOID03.
 TL0736
 TL0736.The dynamic height is computed by dividing the NAVD 88
 TL0736.geopotential number by the normal gravity value computed on the
 TL0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0736.degrees latitude (g = 980.6199 gals.).
 TL0736
 TL0736.The modeled gravity was interpolated from observed gravity values.
 TL0736
 TL0736;                    North         East    Units  Estimated Accuracy
 TL0736;SPC MT       -   480,570.      540,830.      MT  (+/- 180 meters Scaled)
 TL0736
 TL0736                          SUPERSEDED SURVEY CONTROL
 TL0736
 TL0736  NGVD 29 (??/??/92)  864.21   (m)         2835.3    (f) COMPUTED    3 0
 TL0736
 TL0736.Superseded values are not recommended for survey control.
 TL0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0736.See file dsdata.txt to determine how the superseded data were derived.
 TL0736
 TL0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU514801(NAD 83)
 TL0736_MARKER: Z = SEE DESCRIPTION
 TL0736_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TL0736+WITH SETTING: PAVEMENT
 TL0736_SP_SET: CONCRETE SLAB
 TL0736_STAMPING: 38 WAC 1963 2835
 TL0736_MARK LOGO: USGS  
 TL0736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0736+STABILITY: SURFACE MOTION
 TL0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0736+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0736
 TL0736  HISTORY     - Date     Condition        Report By
 TL0736  HISTORY     - 1963     MONUMENTED       USGS
 TL0736
 TL0736                          STATION DESCRIPTION
 TL0736
 TL0736'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0736'IN GILFORD, MONTANA, IN THE CENTER OF SECTION 34/TOWNSHIP 33
 TL0736'NORTH/RANGE 11 EAST, 55 FEET NORTH AND 260 FEET EAST OF A T-ROAD
 TL0736'EAST, IN THE SOUTHWEST CORNER OF THE CONCRETE SLAB AT THE MAIN
 TL0736'ENTRANCE TO GILDFORD HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0322 ***********************************************************************
 RU0322  DESIGNATION -  38 WR
 RU0322  PID         -  RU0322
 RU0322  STATE/COUNTY-  MT/TREASURE
 RU0322  USGS QUAD   -  HYSHAM (1983)
 RU0322
 RU0322                         *CURRENT SURVEY CONTROL
 RU0322  ___________________________________________________________________
 RU0322* NAD 83(1986)-  46 17 31.     (N)    107 13 51.     (W)     SCALED    
 RU0322* NAVD 88     -       811.568  (meters)    2662.62   (feet)  ADJUSTED  
 RU0322  ___________________________________________________________________
 RU0322  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 RU0322  DYNAMIC HT  -         811.478 (meters)    2662.32  (feet)  COMP
 RU0322  MODELED GRAV-     980,477.4   (mgal)                       NAVD 88
 RU0322
 RU0322  VERT ORDER  -  FIRST     CLASS II
 RU0322
 RU0322.The horizontal coordinates were scaled from a topographic map and have
 RU0322.an estimated accuracy of +/- 6 seconds.
 RU0322
 RU0322.The orthometric height was determined by differential leveling
 RU0322.and adjusted by the National Geodetic Survey in June 1991..
 RU0322
 RU0322.The geoid height was determined by GEOID03.
 RU0322
 RU0322.The dynamic height is computed by dividing the NAVD 88
 RU0322.geopotential number by the normal gravity value computed on the
 RU0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0322.degrees latitude (g = 980.6199 gals.).
 RU0322
 RU0322.The modeled gravity was interpolated from observed gravity values.
 RU0322
 RU0322;                    North         East    Units  Estimated Accuracy
 RU0322;SPC MT       -   229,440.      774,730.      MT  (+/- 180 meters Scaled)
 RU0322
 RU0322                          SUPERSEDED SURVEY CONTROL
 RU0322
 RU0322  NGVD 29 (??/??/92)  811.042  (m)         2660.89   (f) ADJ UNCH    1 2
 RU0322
 RU0322.Superseded values are not recommended for survey control.
 RU0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0322.See file dsdata.txt to determine how the superseded data were derived.
 RU0322
 RU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM281289(NAD 83)
 RU0322_MARKER: DD = SURVEY DISK
 RU0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0322_STAMPING: 38 WR 1957 2661
 RU0322_MARK LOGO: USGS  
 RU0322_PROJECTION: FLUSH
 RU0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0322+STABILITY: SURFACE MOTION
 RU0322
 RU0322  HISTORY     - Date     Condition        Report By
 RU0322  HISTORY     - 1957     MONUMENTED       USGS
 RU0322  HISTORY     - 1960     GOOD             NGS
 RU0322  HISTORY     - 1981     GOOD             NGS
 RU0322
 RU0322                          STATION DESCRIPTION
 RU0322
 RU0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0322'IN HYSHAM.
 RU0322'AT HYSHAM, IN SECTION 9, T 6 N, R 36 E, 30 FEET EAST OF THE EAST
 RU0322'ENTRANCE TO THE NEW SCHOOL BUILDING, 41 FEET WEST OF THE CENTER LINE
 RU0322'OF A GRAVELED STREET, 27 FEET NORTHWEST OF A 14-INCH COTTONWOOD TREE,
 RU0322'19 FEET WEST OF A FIRE HYDRANT, 3 FEET SOUTH OF THE SOUTH EDGE OF THE
 RU0322'SIDEWALK LEADING TO THE EAST ENTRANCE TO THE SCHOOL BUILDING, 3 FEET
 RU0322'WEST OF A SIDEWALK, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RU0322'GROUND.
 RU0322
 RU0322                          STATION RECOVERY (1981)
 RU0322
 RU0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0322'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0322'IN HYSHAM, AT THE SOUTH ONE OF TWO ENTRANCES ON THE EAST SIDE OF THE
 RU0322'PUBLIC SCHOOL AT THE INTERSECTION OF SUMMIT AND RAPELJE STREETS, 12.5
 RU0322'METERS (41.0 FT) WEST OF THE CENTER OF SUMMIT STREET, 11.0 METERS
 RU0322'(36.0 FT) EAST OF THE CENTER OF THE ENTRANCE, 8.2 METERS (27.0 FT)
 RU0322'SOUTH OF THE EXTENDED CENTER OF RAPELJE STREET, 0.9 METER (3.0 FT)
 RU0322'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK LEADING TO THE ENTRANCE, AND
 RU0322'0.9 METER (3.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK.
 RU0322'THE MARK IS 0.2 M BELOW THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0053 ***********************************************************************
 ST0053  DESIGNATION -  3810 RESET
 ST0053  PID         -  ST0053
 ST0053  STATE/COUNTY-  MT/TETON
 ST0053  USGS QUAD   -  CHOTEAU (1987)
 ST0053
 ST0053                         *CURRENT SURVEY CONTROL
 ST0053  ___________________________________________________________________
 ST0053* NAD 83(1986)-  47 48 53.     (N)    112 10 46.     (W)     SCALED    
 ST0053* NAVD 88     -      1163.282  (meters)    3816.53   (feet)  ADJUSTED  
 ST0053  ___________________________________________________________________
 ST0053  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0053  DYNAMIC HT  -        1163.208 (meters)    3816.29  (feet)  COMP
 ST0053  MODELED GRAV-     980,507.6   (mgal)                       NAVD 88
 ST0053
 ST0053  VERT ORDER  -  SECOND    CLASS 0
 ST0053
 ST0053.The horizontal coordinates were scaled from a topographic map and have
 ST0053.an estimated accuracy of +/- 6 seconds.
 ST0053
 ST0053.The orthometric height was determined by differential leveling
 ST0053.and adjusted by the National Geodetic Survey in June 1991..
 ST0053
 ST0053.The geoid height was determined by GEOID03.
 ST0053
 ST0053.The dynamic height is computed by dividing the NAVD 88
 ST0053.geopotential number by the normal gravity value computed on the
 ST0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0053.degrees latitude (g = 980.6199 gals.).
 ST0053
 ST0053.The modeled gravity was interpolated from observed gravity values.
 ST0053
 ST0053;                    North         East    Units  Estimated Accuracy
 ST0053;SPC MT       -   399,540.      399,470.      MT  (+/- 180 meters Scaled)
 ST0053
 ST0053                          SUPERSEDED SURVEY CONTROL
 ST0053
 ST0053  NGVD 29 (??/??/92) 1162.32   (m)         3813.4    (f) COMPUTED    2 0
 ST0053
 ST0053.Superseded values are not recommended for survey control.
 ST0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0053.See file dsdata.txt to determine how the superseded data were derived.
 ST0053
 ST0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT117963(NAD 83)
 ST0053_MARKER: P = PIPE CAP
 ST0053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0053_STAMPING: 3810 BUTTE
 ST0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0053
 ST0053  HISTORY     - Date     Condition        Report By
 ST0053  HISTORY     - UNK      MONUMENTED       USGS
 ST0053  HISTORY     - 1961     GOOD             NGS
 ST0053
 ST0053                          STATION DESCRIPTION
 ST0053
 ST0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0053'IN CHOTEAU.
 ST0053'AT CHOTEAU, AT THE TETON COUNTY JAIL, ABOUT 0.1 MILE SOUTHEAST ACROSS
 ST0053'STATE HIGHWAY 89 FROM THE COURTHOUSE, 13.0 FEET SOUTHEAST OF THE WEST
 ST0053'CORNER OF THE BUILDING, 1.0 FOOT SOUTHWEST OF THE SOUTHWEST WALL AND
 ST0053'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE ENCASED IN CONCRETE
 ST0053'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0119 ***********************************************************************
 RV0119  DESIGNATION -  3815.4
 RV0119  PID         -  RV0119
 RV0119  STATE/COUNTY-  MT/MUSSELSHELL
 RV0119  USGS QUAD   -  PIKE CREEK HILLS EAST (1986)
 RV0119
 RV0119                         *CURRENT SURVEY CONTROL
 RV0119  ___________________________________________________________________
 RV0119* NAD 83(1986)-  46 45 05.     (N)    108 36 15.     (W)     SCALED    
 RV0119* NAVD 88     -      1163.71   (+/-2cm)    3817.9    (feet)  VERTCON   
 RV0119  ___________________________________________________________________
 RV0119  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RV0119
 RV0119  VERT ORDER  -  ? (See Below)
 RV0119
 RV0119.The horizontal coordinates were scaled from a topographic map and have
 RV0119.an estimated accuracy of +/- 6 seconds.
 RV0119
 RV0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0119.The vertical order pertains to the NGVD 29 superseded value.
 RV0119
 RV0119.The geoid height was determined by GEOID03.
 RV0119
 RV0119;                    North         East    Units  Estimated Accuracy
 RV0119;SPC MT       -   278,350.      668,410.      MT  (+/- 180 meters Scaled)
 RV0119
 RV0119                          SUPERSEDED SURVEY CONTROL
 RV0119
 RV0119  NGVD 29 (??/??/92) 1162.929  (m)         3815.38   (f) ADJ UNCH    ?  
 RV0119
 RV0119.Superseded values are not recommended for survey control.
 RV0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0119.See file dsdata.txt to determine how the superseded data were derived.
 RV0119
 RV0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS829803(NAD 83)
 RV0119_MARKER: Z = SEE DESCRIPTION
 RV0119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0119_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0119
 RV0119  HISTORY     - Date     Condition        Report By
 RV0119  HISTORY     - UNK      MONUMENTED       CGS
 RV0119  HISTORY     - 1934     GOOD             NGS
 RV0119
 RV0119                          STATION DESCRIPTION
 RV0119
 RV0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RV0119'13.9 MI SE FROM BATTRICK.
 RV0119'IN MUSSELSHELL COUNTY, 13.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM
 RV0119'BATTRICK, FERGUS COUNTY, AND AT HIGHWAY STATION 75+20.  THE TOP OF AN
 RV0119'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0527 ***********************************************************************
 RX0527  DESIGNATION -  3821
 RX0527  PID         -  RX0527
 RX0527  STATE/COUNTY-  MT/GRANITE
 RX0527  USGS QUAD   -  BEARMOUTH (1989)
 RX0527
 RX0527                         *CURRENT SURVEY CONTROL
 RX0527  ___________________________________________________________________
 RX0527* NAD 83(1986)-  46 43 01.     (N)    113 19 01.     (W)     SCALED    
 RX0527* NAVD 88     -      1165.069  (meters)    3822.40   (feet)  ADJUSTED  
 RX0527  ___________________________________________________________________
 RX0527  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 RX0527  DYNAMIC HT  -        1164.838 (meters)    3821.64  (feet)  COMP
 RX0527  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 RX0527
 RX0527  VERT ORDER  -  FIRST     CLASS II
 RX0527
 RX0527.The horizontal coordinates were scaled from a topographic map and have
 RX0527.an estimated accuracy of +/- 6 seconds.
 RX0527
 RX0527.The orthometric height was determined by differential leveling
 RX0527.and adjusted by the National Geodetic Survey in June 1991..
 RX0527
 RX0527.The geoid height was determined by GEOID03.
 RX0527
 RX0527.The dynamic height is computed by dividing the NAVD 88
 RX0527.geopotential number by the normal gravity value computed on the
 RX0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0527.degrees latitude (g = 980.6199 gals.).
 RX0527
 RX0527.The modeled gravity was interpolated from observed gravity values.
 RX0527
 RX0527;                    North         East    Units  Estimated Accuracy
 RX0527;SPC MT       -   281,240.      308,460.      MT  (+/- 180 meters Scaled)
 RX0527
 RX0527                          SUPERSEDED SURVEY CONTROL
 RX0527
 RX0527  NGVD 29 (??/??/92) 1163.998  (m)         3818.88   (f) ADJ UNCH    1 2
 RX0527
 RX0527.Superseded values are not recommended for survey control.
 RX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0527.See file dsdata.txt to determine how the superseded data were derived.
 RX0527
 RX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS229763(NAD 83)
 RX0527_MARKER: P = PIPE CAP
 RX0527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0527_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0527_STAMPING: 3818.939 MSLA
 RX0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0527
 RX0527  HISTORY     - Date     Condition        Report By
 RX0527  HISTORY     - UNK      MONUMENTED       USGS
 RX0527  HISTORY     - 1959     GOOD             NGS
 RX0527  HISTORY     - 1979     GOOD             NGS
 RX0527
 RX0527                          STATION DESCRIPTION
 RX0527
 RX0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0527'0.9 MI E FROM BEARMOUTH.
 RX0527'ABOUT 0.9 MILE EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0527'STATION AT BEARMOUTH, 9 1/2 POLES SOUTHWEST OF MILEPOST 80, IN SECTION
 RX0527'14, T 11 N, R 14 W, ON THE SOUTHWEST SLOPE OF A GRASSY HILL, 111 1/2
 RX0527'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 81 1/2 FEET
 RX0527'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK OF THE CHICAGO,
 RX0527'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 34 FEET SOUTHEAST OF A
 RX0527'FENCE, 25.3 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 27 FEET NORTHEAST
 RX0527'OF THE NORTHEAST EDGE OF A GROVE OF ASPEN TREES, AND ON THE TOP OF A 3
 RX0527'1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 RX0527
 RX0527                          STATION RECOVERY (1979)
 RX0527
 RX0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0527'CHANGE MILEAGE HEADING TO--9.05 MILES WEST ALONG US HIGHWAY 90 FROM
 RX0527'ITS JUNCTION WITH STATE HIGHWAY 10A IN DRUMMOND, 0.3 MILE NORTHEAST
 RX0527'OF HIGHWAY MILE POST 144, 15 RAILS SOUTHWEST FO THE BEARMOUTH RAILROAD
 RX0527'SIDING,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0071 ***********************************************************************
 RV0071  DESIGNATION -  3832
 RV0071  PID         -  RV0071
 RV0071  STATE/COUNTY-  MT/YELLOWSTONE
 RV0071  USGS QUAD   -  BELMONT (1979)
 RV0071
 RV0071                         *CURRENT SURVEY CONTROL
 RV0071  ___________________________________________________________________
 RV0071* NAD 83(1986)-  46 07 46.     (N)    108 53 19.     (W)     SCALED    
 RV0071* NAVD 88     -      1168.527  (meters)    3833.74   (feet)  ADJUSTED  
 RV0071  ___________________________________________________________________
 RV0071  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 RV0071  DYNAMIC HT  -        1168.295 (meters)    3832.98  (feet)  COMP
 RV0071  MODELED GRAV-     980,375.4   (mgal)                       NAVD 88
 RV0071
 RV0071  VERT ORDER  -  FIRST     CLASS II
 RV0071
 RV0071.The horizontal coordinates were scaled from a topographic map and have
 RV0071.an estimated accuracy of +/- 6 seconds.
 RV0071
 RV0071.The orthometric height was determined by differential leveling
 RV0071.and adjusted by the National Geodetic Survey in June 1991..
 RV0071
 RV0071.The geoid height was determined by GEOID03.
 RV0071
 RV0071.The dynamic height is computed by dividing the NAVD 88
 RV0071.geopotential number by the normal gravity value computed on the
 RV0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0071.degrees latitude (g = 980.6199 gals.).
 RV0071
 RV0071.The modeled gravity was interpolated from observed gravity values.
 RV0071
 RV0071;                    North         East    Units  Estimated Accuracy
 RV0071;SPC MT       -   209,040.      647,230.      MT  (+/- 180 meters Scaled)
 RV0071
 RV0071                          SUPERSEDED SURVEY CONTROL
 RV0071
 RV0071  NGVD 29 (??/??/92) 1167.681  (m)         3830.97   (f) ADJ UNCH    1 2
 RV0071
 RV0071.Superseded values are not recommended for survey control.
 RV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0071.See file dsdata.txt to determine how the superseded data were derived.
 RV0071
 RV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS631105(NAD 83)
 RV0071_MARKER: P = PIPE CAP
 RV0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0071_STAMPING: 3832 1916
 RV0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0071
 RV0071  HISTORY     - Date     Condition        Report By
 RV0071  HISTORY     - 1916     MONUMENTED       USGS
 RV0071  HISTORY     - 1962     GOOD             NGS
 RV0071
 RV0071                          STATION DESCRIPTION
 RV0071
 RV0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0071'2.3 MI N FROM BROADVIEW.
 RV0071'2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RV0071'BROADVIEW, 0.2 MILE SOUTH-SOUTHEAST OF MILEPOST 39, 162.8 FEET
 RV0071'NORTHWEST AND ACROSS THE TRACK FROM BENCH MARK V 43, 47 FEET WEST OF
 RV0071'THE WEST RAIL, 7 FEET NORTHWEST OF A TELEPHONE POLE, 1.1 FEET NORTH OF
 RV0071'A FENCE CORNER, ABOUT LEVEL WITH THE TRACK, 0.8 FOOT SOUTH OF A
 RV0071'WITNESS POST, A CAP RIVATED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 RV0071'PROJECTING 0.9 FOOT ABOVE THE GROUND.  NOTE-- THIS PIPE IS SLIGHTLY
 RV0071'TILTED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0137 ***********************************************************************
 RX0137  DESIGNATION -  3842
 RX0137  PID         -  RX0137
 RX0137  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0137  USGS QUAD   -  HELENA (1985)
 RX0137
 RX0137                         *CURRENT SURVEY CONTROL
 RX0137  ___________________________________________________________________
 RX0137* NAD 83(1986)-  46 37 05.     (N)    112 01 13.     (W)     SCALED    
 RX0137* NAVD 88     -      1173.093  (meters)    3848.72   (feet)  ADJUSTED  
 RX0137  ___________________________________________________________________
 RX0137  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0137  DYNAMIC HT  -        1172.854 (meters)    3847.94  (feet)  COMP
 RX0137  MODELED GRAV-     980,370.1   (mgal)                       NAVD 88
 RX0137
 RX0137  VERT ORDER  -  FIRST     CLASS II
 RX0137
 RX0137.The horizontal coordinates were scaled from a topographic map and have
 RX0137.an estimated accuracy of +/- 6 seconds.
 RX0137
 RX0137.The orthometric height was determined by differential leveling
 RX0137.and adjusted by the National Geodetic Survey in June 1991..
 RX0137
 RX0137.The geoid height was determined by GEOID03.
 RX0137
 RX0137.The dynamic height is computed by dividing the NAVD 88
 RX0137.geopotential number by the normal gravity value computed on the
 RX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0137.degrees latitude (g = 980.6199 gals.).
 RX0137
 RX0137.The modeled gravity was interpolated from observed gravity values.
 RX0137
 RX0137;                    North         East    Units  Estimated Accuracy
 RX0137;SPC MT       -   266,250.      407,100.      MT  (+/- 180 meters Scaled)
 RX0137
 RX0137                          SUPERSEDED SURVEY CONTROL
 RX0137
 RX0137  NGVD 29 (??/??/92) 1172.064  (m)         3845.35   (f) ADJ UNCH    1 2
 RX0137
 RX0137.Superseded values are not recommended for survey control.
 RX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0137.See file dsdata.txt to determine how the superseded data were derived.
 RX0137
 RX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218632(NAD 83)
 RX0137_MARKER: DD = SURVEY DISK
 RX0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0137_SP_SET: WALL
 RX0137_STAMPING: 3842 BUTTE
 RX0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0137
 RX0137  HISTORY     - Date     Condition        Report By
 RX0137  HISTORY     - UNK      MONUMENTED       USGS
 RX0137  HISTORY     - 1962     GOOD             NGS
 RX0137
 RX0137                          STATION DESCRIPTION
 RX0137
 RX0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0137'1.15 MI N FROM HELENA.
 RX0137'1.15 MILES NORTH ALONG NORTH MONTANA AVENUE FROM THE CROSSING OF THE
 RX0137'NORTHERN PACIFIC RAILWAY AT HELENA, SET VERTICALLY IN THE WEST BRICK
 RX0137'WALL OF ST. JOSEPH ORPHAN HOME, 24 FEET NORTH OF THE SOUTHWEST CORNER,
 RX0137'7 FEET SOUTH OF THE SOUTH SIDE OF THE MAIN ENTRANCE PORCH, 1.5 FEET
 RX0137'SOUTH OF A WINDOW, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0432 ***********************************************************************
 ST0432  DESIGNATION -  3846
 ST0432  PID         -  ST0432
 ST0432  STATE/COUNTY-  MT/MISSOULA
 ST0432  USGS QUAD   -  WOODWORTH (1965)
 ST0432
 ST0432                         *CURRENT SURVEY CONTROL
 ST0432  ___________________________________________________________________
 ST0432* NAD 83(1986)-  47 00 21.     (N)    113 21 32.     (W)     SCALED    
 ST0432* NAVD 88     -      1172.869  (meters)    3847.99   (feet)  ADJUSTED  
 ST0432  ___________________________________________________________________
 ST0432  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0432  DYNAMIC HT  -        1172.669 (meters)    3847.33  (feet)  COMP
 ST0432  MODELED GRAV-     980,403.6   (mgal)                       NAVD 88
 ST0432
 ST0432  VERT ORDER  -  SECOND    CLASS 0
 ST0432
 ST0432.The horizontal coordinates were scaled from a topographic map and have
 ST0432.an estimated accuracy of +/- 6 seconds.
 ST0432
 ST0432.The orthometric height was determined by differential leveling
 ST0432.and adjusted by the National Geodetic Survey in June 1991..
 ST0432
 ST0432.The geoid height was determined by GEOID03.
 ST0432
 ST0432.The dynamic height is computed by dividing the NAVD 88
 ST0432.geopotential number by the normal gravity value computed on the
 ST0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0432.degrees latitude (g = 980.6199 gals.).
 ST0432
 ST0432.The modeled gravity was interpolated from observed gravity values.
 ST0432
 ST0432;                    North         East    Units  Estimated Accuracy
 ST0432;SPC MT       -   313,450.      306,840.      MT  (+/- 180 meters Scaled)
 ST0432
 ST0432                          SUPERSEDED SURVEY CONTROL
 ST0432
 ST0432  NGVD 29 (??/??/92) 1171.765  (m)         3844.37   (f) ADJ UNCH    2 0
 ST0432
 ST0432.Superseded values are not recommended for survey control.
 ST0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0432.See file dsdata.txt to determine how the superseded data were derived.
 ST0432
 ST0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT206085(NAD 83)
 ST0432_MARKER: P = PIPE CAP
 ST0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0432_STAMPING: 3846 MSLA
 ST0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ST0432+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 ST0432
 ST0432  HISTORY     - Date     Condition        Report By
 ST0432  HISTORY     - UNK      MONUMENTED       USGS
 ST0432  HISTORY     - 1934     GOOD             NGS
 ST0432  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0432  HISTORY     - 20050429 GOOD             GEOCAC
 ST0432
 ST0432                          STATION DESCRIPTION
 ST0432
 ST0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ST0432'8.5 MI NE FROM GREENOUGH.
 ST0432'8.5 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM GREENOUGH, ABOUT 0.7
 ST0432'MILE SOUTHEAST OF THE JUNCTION OF THE SWAN RIVER ROAD, 400 YARDS SOUTH
 ST0432'OF A RAILROAD CULVERT, AND ABOUT 120 YARDS SOUTH OF THE CENTERLINE OF
 ST0432'THE RIGHT-OF-WAY OF THE PROPOSED NEW ROAD.  A UNITED STATES GEOLOGICAL
 ST0432'SURVEY STANDARD CAP, STAMPED 3846 MSLA AND RIVETED ON THE TOP OF A
 ST0432'3-1/2-INCH IRON PIPE.
 ST0432
 ST0432                          STATION RECOVERY (1965)
 ST0432
 ST0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0432'MARK NOT FOUND.
 ST0432
 ST0432                          STATION RECOVERY (2005)
 ST0432
 ST0432'RECOVERY NOTE BY GEOCACHING 2005 (GDL)
 ST0432'HAND HELD DGPS POSITION WITH FOUR FEET ACCURACY IS N47 00.107 W113
 ST0432'21.597 NAD 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0110 ***********************************************************************
 TM0110  DESIGNATION -  3851
 TM0110  PID         -  TM0110
 TM0110  STATE/COUNTY-  MT/FLATHEAD
 TM0110  USGS QUAD   -  ESSEX (1994)
 TM0110
 TM0110                         *CURRENT SURVEY CONTROL
 TM0110  ___________________________________________________________________
 TM0110* NAD 83(1986)-  48 16 57.     (N)    113 36 37.     (W)     SCALED    
 TM0110* NAVD 88     -      1177.888  (meters)    3864.45   (feet)  ADJUSTED  
 TM0110  ___________________________________________________________________
 TM0110  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 TM0110  DYNAMIC HT  -        1177.816 (meters)    3864.22  (feet)  COMP
 TM0110  MODELED GRAV-     980,510.1   (mgal)                       NAVD 88
 TM0110
 TM0110  VERT ORDER  -  FIRST     CLASS II
 TM0110
 TM0110.The horizontal coordinates were scaled from a topographic map and have
 TM0110.an estimated accuracy of +/- 6 seconds.
 TM0110
 TM0110.The orthometric height was determined by differential leveling
 TM0110.and adjusted by the National Geodetic Survey in June 1991..
 TM0110
 TM0110.The geoid height was determined by GEOID03.
 TM0110
 TM0110.The dynamic height is computed by dividing the NAVD 88
 TM0110.geopotential number by the normal gravity value computed on the
 TM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0110.degrees latitude (g = 980.6199 gals.).
 TM0110
 TM0110.The modeled gravity was interpolated from observed gravity values.
 TM0110
 TM0110;                    North         East    Units  Estimated Accuracy
 TM0110;SPC MT       -   456,090.      295,200.      MT  (+/- 180 meters Scaled)
 TM0110
 TM0110                          SUPERSEDED SURVEY CONTROL
 TM0110
 TM0110  NGVD 29 (??/??/92) 1176.628  (m)         3860.32   (f) ADJ UNCH    1 2
 TM0110
 TM0110.Superseded values are not recommended for survey control.
 TM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0110.See file dsdata.txt to determine how the superseded data were derived.
 TM0110
 TM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU063509(NAD 83)
 TM0110_MARKER: DD = SURVEY DISK
 TM0110_SETTING: 66 = SET IN ROCK OUTCROP
 TM0110_SP_SET: OUTCROP
 TM0110_STAMPING: 3851 GN
 TM0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0110+STABILITY: POSITION/ELEVATION WELL
 TM0110
 TM0110  HISTORY     - Date     Condition        Report By
 TM0110  HISTORY     - UNK      MONUMENTED       USGS
 TM0110  HISTORY     - 1941     MARK NOT FOUND   BPR
 TM0110
 TM0110                          STATION DESCRIPTION
 TM0110
 TM0110'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1941
 TM0110'IN WALTON.
 TM0110'AT WALTON (ESSEX POST OFFICE), FLATHEAD COUNTY, ON THE GREAT NORTHERN
 TM0110'RAILWAY, 325 YARDS NORTH OF THE STATION, 280 FEET EAST OF THE
 TM0110'WESTBOUND TRACK, AND IN THE TOP OF THE SOUTHEAST PART OF A LARGE
 TM0110'BLUISH ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 TM0110'STAMPED 3851 GN.  NOTE-- THE ROCK OUTCROP IS NOT READILY VISIBLE DUE
 TM0110'TO A HEAVY GROWTH OF BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0069 ***********************************************************************
 RX0069  DESIGNATION -  3854
 RX0069  PID         -  RX0069
 RX0069  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0069  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0069
 RX0069                         *CURRENT SURVEY CONTROL
 RX0069  ___________________________________________________________________
 RX0069* NAD 83(1986)-  46 42 14.     (N)    112 03 49.     (W)     SCALED    
 RX0069* NAVD 88     -      1176.471  (meters)    3859.81   (feet)  ADJUSTED  
 RX0069  ___________________________________________________________________
 RX0069  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RX0069  DYNAMIC HT  -        1176.240 (meters)    3859.05  (feet)  COMP
 RX0069  MODELED GRAV-     980,377.7   (mgal)                       NAVD 88
 RX0069
 RX0069  VERT ORDER  -  FIRST     CLASS II
 RX0069
 RX0069.The horizontal coordinates were scaled from a topographic map and have
 RX0069.an estimated accuracy of +/- 6 seconds.
 RX0069
 RX0069.The orthometric height was determined by differential leveling
 RX0069.and adjusted by the National Geodetic Survey in June 1991..
 RX0069.WARNING-Repeat measurements at this control monument indicate possible
 RX0069.vertical movement.
 RX0069
 RX0069.The geoid height was determined by GEOID03.
 RX0069
 RX0069.The dynamic height is computed by dividing the NAVD 88
 RX0069.geopotential number by the normal gravity value computed on the
 RX0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0069.degrees latitude (g = 980.6199 gals.).
 RX0069
 RX0069.The modeled gravity was interpolated from observed gravity values.
 RX0069
 RX0069;                    North         East    Units  Estimated Accuracy
 RX0069;SPC MT       -   275,890.      404,100.      MT  (+/- 180 meters Scaled)
 RX0069
 RX0069                          SUPERSEDED SURVEY CONTROL
 RX0069
 RX0069  NGVD 29 (??/??/92) 1175.450  (m)         3856.46   (f) ADJ UNCH    1 2
 RX0069
 RX0069.Superseded values are not recommended for survey control.
 RX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0069.See file dsdata.txt to determine how the superseded data were derived.
 RX0069
 RX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS186728(NAD 83)
 RX0069_MARKER: P = PIPE CAP
 RX0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0069_STAMPING: 3854 BUTTE
 RX0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0069
 RX0069  HISTORY     - Date     Condition        Report By
 RX0069  HISTORY     - UNK      MONUMENTED       USGS
 RX0069  HISTORY     - 1962     GOOD             NGS
 RX0069
 RX0069                          STATION DESCRIPTION
 RX0069
 RX0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0069'9.25 MI N FROM HELENA.
 RX0069'7.2 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0069'PACIFIC RAILROAD AT HELENA, THENCE 2.05 MILES WEST ALONG THE ROAD TO
 RX0069'LINCOLN, 0.5 MILE NORTHEAST OF BENCH MARK L 451, 32 FEET SOUTH OF THE
 RX0069'CENTER LINE OF THE ROAD, 161 FEET EAST OF THE CENTER LINE OF THE
 RX0069'HELENA-SILVERS ROAD, ABOUT LEVEL WITH THE ROAD AND RIVETED ON THE TOP
 RX0069'OF A 3 1/2-INCH PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1118 ***********************************************************************
 SS1118  DESIGNATION -  3858
 SS1118  PID         -  SS1118
 SS1118  STATE/COUNTY-  MT/TETON
 SS1118  USGS QUAD   -  CLEIV (1983)
 SS1118
 SS1118                         *CURRENT SURVEY CONTROL
 SS1118  ___________________________________________________________________
 SS1118* NAD 83(1986)-  47 41 52.     (N)    111 56 42.     (W)     SCALED    
 SS1118* NAVD 88     -      1177.867  (meters)    3864.39   (feet)  ADJUSTED  
 SS1118  ___________________________________________________________________
 SS1118  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SS1118  DYNAMIC HT  -        1177.769 (meters)    3864.06  (feet)  COMP
 SS1118  MODELED GRAV-     980,488.6   (mgal)                       NAVD 88
 SS1118
 SS1118  VERT ORDER  -  SECOND    CLASS 0
 SS1118
 SS1118.The horizontal coordinates were scaled from a topographic map and have
 SS1118.an estimated accuracy of +/- 6 seconds.
 SS1118
 SS1118.The orthometric height was determined by differential leveling
 SS1118.and adjusted by the National Geodetic Survey in June 1991..
 SS1118
 SS1118.The geoid height was determined by GEOID03.
 SS1118
 SS1118.The dynamic height is computed by dividing the NAVD 88
 SS1118.geopotential number by the normal gravity value computed on the
 SS1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1118.degrees latitude (g = 980.6199 gals.).
 SS1118
 SS1118.The modeled gravity was interpolated from observed gravity values.
 SS1118
 SS1118;                    North         East    Units  Estimated Accuracy
 SS1118;SPC MT       -   385,970.      416,610.      MT  (+/- 180 meters Scaled)
 SS1118
 SS1118                          SUPERSEDED SURVEY CONTROL
 SS1118
 SS1118  NGVD 29 (??/??/92) 1176.898  (m)         3861.21   (f) ADJ UNCH    2 0
 SS1118
 SS1118.Superseded values are not recommended for survey control.
 SS1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1118.See file dsdata.txt to determine how the superseded data were derived.
 SS1118
 SS1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT290831(NAD 83)
 SS1118_MARKER: DD = SURVEY DISK
 SS1118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1118_STAMPING: SEE TEXT
 SS1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1118
 SS1118  HISTORY     - Date     Condition        Report By
 SS1118  HISTORY     - UNK      MONUMENTED       USGS
 SS1118  HISTORY     - 1961     GOOD             NGS
 SS1118
 SS1118                          STATION DESCRIPTION
 SS1118
 SS1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1118'3.45 MI SE FROM BOLE.
 SS1118'3.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1118'AT BOLE, THENCE 0.25 MILE NORTH ALONG A COUNTY ROAD, AT A FENCE
 SS1118'CORNER, 9 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 66 FEET
 SS1118'SOUTH-SOUTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 9 FEET
 SS1118'WEST-SOUTHWEST OF THE CENTER LINE OF A DIM ROAD LEADING NORTHEAST, 0.9
 SS1118'FOOT SOUTH OF THE FENCE CORNER, 0.5 FOOT SOUTHWEST OF A WITNESS POST,
 SS1118'ABOUT LEVEL WITH THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 SS1118'PIPE PROJECTING 1.5 FOOT ABOVE THE GROUND.  STAMPED BUTTE 3858 R3W
 SS1118'SEC. 35 SEC. 36 SEC. 2 T 22N SEC. 1 T23N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0341 ***********************************************************************
 SR0341  DESIGNATION -  3867.6
 SR0341  PID         -  SR0341
 SR0341  STATE/COUNTY-  MT/FERGUS
 SR0341  USGS QUAD   -  LEWISTOWN (1985)
 SR0341
 SR0341                         *CURRENT SURVEY CONTROL
 SR0341  ___________________________________________________________________
 SR0341* NAD 83(1986)-  47 04 56.     (N)    109 26 55.     (W)     SCALED    
 SR0341* NAVD 88     -      1179.746  (meters)    3870.55   (feet)  ADJUSTED  
 SR0341  ___________________________________________________________________
 SR0341  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 SR0341  DYNAMIC HT  -        1179.601 (meters)    3870.07  (feet)  COMP
 SR0341  MODELED GRAV-     980,448.9   (mgal)                       NAVD 88
 SR0341
 SR0341  VERT ORDER  -  FIRST     CLASS II
 SR0341
 SR0341.The horizontal coordinates were scaled from a topographic map and have
 SR0341.an estimated accuracy of +/- 6 seconds.
 SR0341
 SR0341.The orthometric height was determined by differential leveling
 SR0341.and adjusted by the National Geodetic Survey in June 1991..
 SR0341
 SR0341.The geoid height was determined by GEOID03.
 SR0341
 SR0341.The dynamic height is computed by dividing the NAVD 88
 SR0341.geopotential number by the normal gravity value computed on the
 SR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0341.degrees latitude (g = 980.6199 gals.).
 SR0341
 SR0341.The modeled gravity was interpolated from observed gravity values.
 SR0341
 SR0341;                    North         East    Units  Estimated Accuracy
 SR0341;SPC MT       -   314,710.      603,900.      MT  (+/- 180 meters Scaled)
 SR0341
 SR0341                          SUPERSEDED SURVEY CONTROL
 SR0341
 SR0341  NGVD 29 (??/??/92) 1178.86   (m)         3867.6    (f) COMPUTED    1 2
 SR0341
 SR0341.Superseded values are not recommended for survey control.
 SR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0341.See file dsdata.txt to determine how the superseded data were derived.
 SR0341
 SR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT177154(NAD 83)
 SR0341_MARKER: B = BOLT
 SR0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SR0341_SP_SET: CULVERT
 SR0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0341
 SR0341  HISTORY     - Date     Condition        Report By
 SR0341  HISTORY     - UNK      MONUMENTED       GNRR
 SR0341  HISTORY     - 1961     GOOD             NGS
 SR0341
 SR0341                          STATION DESCRIPTION
 SR0341
 SR0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0341'1.5 MI NW FROM LEWISTOWN.
 SR0341'ABOUT 1.0 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0341'STATION AT LEWISTOWN, THENCE 0.5 MILE NORTHWEST ALONG THE ABANDONED
 SR0341'RAILROAD GRADE OF THE GREAT NORTHERN RAILWAY, IN SECTION 9, T 15 N, R
 SR0341'18 E, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE ABANDONED RAILROAD
 SR0341'GRADE, 8.7 FEET SOUTHEAST OF B.M. S 48, A BOLT SET IN THE TOP OF THE
 SR0341'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CONCRETE
 SR0341'CULVERT UNDER THE ABANDONED RAILROAD GRADE, ABOUT 3 FEET BELOW THE
 SR0341'LEVEL OF THE GRADE, AND PROJECTING 1 1/2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0430 ***********************************************************************
 ST0430  DESIGNATION -  3883
 ST0430  PID         -  ST0430
 ST0430  STATE/COUNTY-  MT/POWELL
 ST0430  USGS QUAD   -  WOODWORTH (1965)
 ST0430
 ST0430                         *CURRENT SURVEY CONTROL
 ST0430  ___________________________________________________________________
 ST0430* NAD 83(1986)-  47 01 28.     (N)    113 18 21.     (W)     SCALED    
 ST0430* NAVD 88     -      1184.157  (meters)    3885.02   (feet)  ADJUSTED  
 ST0430  ___________________________________________________________________
 ST0430  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 ST0430  DYNAMIC HT  -        1183.961 (meters)    3884.38  (feet)  COMP
 ST0430  MODELED GRAV-     980,407.7   (mgal)                       NAVD 88
 ST0430
 ST0430  VERT ORDER  -  SECOND    CLASS 0
 ST0430
 ST0430.The horizontal coordinates were scaled from a topographic map and have
 ST0430.an estimated accuracy of +/- 6 seconds.
 ST0430
 ST0430.The orthometric height was determined by differential leveling
 ST0430.and adjusted by the National Geodetic Survey in June 1991..
 ST0430
 ST0430.The geoid height was determined by GEOID03.
 ST0430
 ST0430.The dynamic height is computed by dividing the NAVD 88
 ST0430.geopotential number by the normal gravity value computed on the
 ST0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0430.degrees latitude (g = 980.6199 gals.).
 ST0430
 ST0430.The modeled gravity was interpolated from observed gravity values.
 ST0430
 ST0430;                    North         East    Units  Estimated Accuracy
 ST0430;SPC MT       -   315,320.      310,970.      MT  (+/- 180 meters Scaled)
 ST0430
 ST0430                          SUPERSEDED SURVEY CONTROL
 ST0430
 ST0430  NGVD 29 (??/??/92) 1183.061  (m)         3881.43   (f) ADJ UNCH    2 0
 ST0430
 ST0430.Superseded values are not recommended for survey control.
 ST0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0430.See file dsdata.txt to determine how the superseded data were derived.
 ST0430
 ST0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT247104(NAD 83)
 ST0430_MARKER: P = PIPE CAP
 ST0430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0430_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0430_STAMPING: 3883 MSLA
 ST0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0430
 ST0430  HISTORY     - Date     Condition        Report By
 ST0430  HISTORY     - UNK      MONUMENTED       USGS
 ST0430  HISTORY     - 1934     GOOD             NGS
 ST0430  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0430
 ST0430                          STATION DESCRIPTION
 ST0430
 ST0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ST0430'11.4 MI W FROM OVANDO.
 ST0430'11.4 MILES WEST ALONG STATE HIGHWAY 20 FROM OVANDO, POWELL COUNTY, 1
 ST0430'MILE EAST OF A RAILROAD CROSSING, 42 YARDS SOUTH OF THE CENTERLINE OF
 ST0430'THE RIGHT-OF-WAY OF A PROPOSED ROAD, AND ABOUT 91 FEET SOUTH OF THE
 ST0430'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 ST0430'CAP, STAMPED 3883 MSLA AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 ST0430'PIPE.
 ST0430
 ST0430                          STATION RECOVERY (1965)
 ST0430
 ST0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0262 ***********************************************************************
 RW0262  DESIGNATION -  3893
 RW0262  PID         -  RW0262
 RW0262  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0262  USGS QUAD   -  EAST HELENA (1985)
 RW0262
 RW0262                         *CURRENT SURVEY CONTROL
 RW0262  ___________________________________________________________________
 RW0262* NAD 83(1986)-  46 36 10.     (N)    111 59 43.     (W)     SCALED    
 RW0262* NAVD 88     -      1187.967  (meters)    3897.52   (feet)  ADJUSTED  
 RW0262  ___________________________________________________________________
 RW0262  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RW0262  DYNAMIC HT  -        1187.712 (meters)    3896.69  (feet)  COMP
 RW0262  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 RW0262
 RW0262  VERT ORDER  -  FIRST     CLASS II
 RW0262
 RW0262.This mark is at Helena Regional Airport (HLN)
 RW0262
 RW0262.The horizontal coordinates were scaled from a topographic map and have
 RW0262.an estimated accuracy of +/- 6 seconds.
 RW0262
 RW0262.The orthometric height was determined by differential leveling
 RW0262.and adjusted by the National Geodetic Survey in June 1991..
 RW0262.WARNING-Repeat measurements at this control monument indicate possible
 RW0262.vertical movement.
 RW0262
 RW0262.The geoid height was determined by GEOID03.
 RW0262
 RW0262.The dynamic height is computed by dividing the NAVD 88
 RW0262.geopotential number by the normal gravity value computed on the
 RW0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0262.degrees latitude (g = 980.6199 gals.).
 RW0262
 RW0262.The modeled gravity was interpolated from observed gravity values.
 RW0262
 RW0262;                    North         East    Units  Estimated Accuracy
 RW0262;SPC MT       -   264,490.      408,960.      MT  (+/- 180 meters Scaled)
 RW0262
 RW0262                          SUPERSEDED SURVEY CONTROL
 RW0262
 RW0262  NGVD 29 (??/??/92) 1186.913  (m)         3894.06   (f) ADJ UNCH    1 2
 RW0262
 RW0262.Superseded values are not recommended for survey control.
 RW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0262.See file dsdata.txt to determine how the superseded data were derived.
 RW0262
 RW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS237615(NAD 83)
 RW0262_MARKER: DD = SURVEY DISK
 RW0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0262_SP_SET: FOUNDATION
 RW0262_STAMPING: 3893.943 FT. 1936
 RW0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0262
 RW0262  HISTORY     - Date     Condition        Report By
 RW0262  HISTORY     - 1936     MONUMENTED       USGLO
 RW0262  HISTORY     - 1968     GOOD             NGS
 RW0262  HISTORY     - 1979     GOOD             NGS
 RW0262  HISTORY     - 1979     GOOD             NGS
 RW0262
 RW0262                          STATION DESCRIPTION
 RW0262
 RW0262'DESCRIBED BY US GENERAL LAND OFFICE 1936
 RW0262'3.6 MI W FROM EAST HELENA.
 RW0262'3.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE AMERICAN
 RW0262'SMELTER AND REFINING BAG BUILDING AT EAST HELENA, THENCE 0.3 MILE
 RW0262'NORTH ALONG A GRAVELED ROAD, AT HELENA AIRPORT, SET VERTICALLY IN THE
 RW0262'WEST FACE OF THE WEST CONCRETE FOUNDATION OF THE ADMINISTRATION
 RW0262'BUILDING WITH THE CONTROL TOWER ON THE TOP, 4.5 FEET SOUTH OF THE
 RW0262'NORTHWEST CORNER, 4.0 FEET NORTH OF THE EAST SIDE OF AN ENTRANCE DOOR,
 RW0262'0.2 MILE WEST OF L 323, AND ABOUT 0.2 FOOT ABOVE THE SIDEWALK.
 RW0262
 RW0262                          STATION RECOVERY (1968)
 RW0262
 RW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RW0262'RECOVERED IN GOOD CONDITION.
 RW0262
 RW0262                          STATION RECOVERY (1979)
 RW0262
 RW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RW0262'0.65 MILES EAST-SOUTHEAST ALONG CEADER STREET FROM INTERSTATION
 RW0262'HIGHWAY 15 AND EXIT 193 OVERPASS AND CEADER STREET IN HELENA, SET
 RW0262'VERTICALLY IN THE WEST FACE OF THE WEST CONCRETE FOUNDATION OF THE
 RW0262'OLD ADMINISTRATION BUILDING WITH A CONTROL TOWER ON TOP, 54.4 FEET
 RW0262'NORTH OF THE SOUTH EDGE OF A SIDEWALK, 21 FEET EAST OF THE NORTHEAST
 RW0262'CORNER OF THE NATIONAL WEATHER SERVICE BUILDING, 7.1 FEET NORTH-
 RW0262'NORTHWEST OF A CHAIN LINK FENCE GATE, 4.5 FEET SOUTH OF THE NORTHWEST
 RW0262'CORNER, AND 4.0 FEET NORTH OF AN ENTRANCE DOOR.
 RW0262'THE MARK IS 0.2 FT ABOVE THE SIDEWALK.
 RW0262
 RW0262                          STATION RECOVERY (1979)
 RW0262
 RW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RW0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0011 ***********************************************************************
 TM0011  DESIGNATION -  3898
 TM0011  PID         -  TM0011
 TM0011  STATE/COUNTY-  MT/GLACIER
 TM0011  USGS QUAD   -  CUT BANK SE (1966)
 TM0011
 TM0011                         *CURRENT SURVEY CONTROL
 TM0011  ___________________________________________________________________
 TM0011* NAD 83(1986)-  48 36 49.     (N)    112 16 44.     (W)     SCALED    
 TM0011* NAVD 88     -      1188.761  (meters)    3900.13   (feet)  ADJUSTED  
 TM0011  ___________________________________________________________________
 TM0011  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 TM0011  DYNAMIC HT  -        1188.794 (meters)    3900.24  (feet)  COMP
 TM0011  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 TM0011
 TM0011  VERT ORDER  -  FIRST     CLASS II
 TM0011
 TM0011.The horizontal coordinates were scaled from a topographic map and have
 TM0011.an estimated accuracy of +/- 6 seconds.
 TM0011
 TM0011.The orthometric height was determined by differential leveling
 TM0011.and adjusted by the National Geodetic Survey in June 1991..
 TM0011
 TM0011.The geoid height was determined by GEOID03.
 TM0011
 TM0011.The dynamic height is computed by dividing the NAVD 88
 TM0011.geopotential number by the normal gravity value computed on the
 TM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0011.degrees latitude (g = 980.6199 gals.).
 TM0011
 TM0011.The modeled gravity was interpolated from observed gravity values.
 TM0011
 TM0011;                    North         East    Units  Estimated Accuracy
 TM0011;SPC MT       -   488,540.      395,180.      MT  (+/- 180 meters Scaled)
 TM0011
 TM0011                          SUPERSEDED SURVEY CONTROL
 TM0011
 TM0011  NGVD 29 (??/??/92) 1187.667  (m)         3896.54   (f) ADJ UNCH    1 2
 TM0011
 TM0011.Superseded values are not recommended for survey control.
 TM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0011.See file dsdata.txt to determine how the superseded data were derived.
 TM0011
 TM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU057852(NAD 83)
 TM0011_MARKER: P = PIPE CAP
 TM0011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TM0011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TM0011_STAMPING: 3898
 TM0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0011
 TM0011  HISTORY     - Date     Condition        Report By
 TM0011  HISTORY     - UNK      MONUMENTED       USGS
 TM0011  HISTORY     - 1934     GOOD             NGS
 TM0011  HISTORY     - 1978     POOR             NGS
 TM0011
 TM0011                          STATION DESCRIPTION
 TM0011
 TM0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TM0011'3.0 MI SE FROM CUT BANK.
 TM0011'3.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0011'AT CUT BANK, GLACIER COUNTY, AT THE TOP OF A DIVIDE, 210 YARDS WEST OF
 TM0011'A ROAD CROSSING, 428 FEET NORTH OF MILEPOST 1087, AND 100 YARDS NORTH
 TM0011'OF THE NORTH TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 TM0011'STAMPED 3898 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TM0011
 TM0011                          STATION RECOVERY (1978)
 TM0011
 TM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0011'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0794 ***********************************************************************
 RX0794  DESIGNATION -  3899.03
 RX0794  PID         -  RX0794
 RX0794  STATE/COUNTY-  MT/CASCADE
 RX0794  USGS QUAD   -  SHEEP CREEK (1979)
 RX0794
 RX0794                         *CURRENT SURVEY CONTROL
 RX0794  ___________________________________________________________________
 RX0794* NAD 83(1986)-  46 54 36.     (N)    112 06 57.     (W)     SCALED    
 RX0794* NAVD 88     -      1189.389  (meters)    3902.19   (feet)  ADJUSTED  
 RX0794  ___________________________________________________________________
 RX0794  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 RX0794  DYNAMIC HT  -        1189.168 (meters)    3901.46  (feet)  COMP
 RX0794  MODELED GRAV-     980,387.3   (mgal)                       NAVD 88
 RX0794
 RX0794  VERT ORDER  -  FIRST     CLASS II
 RX0794
 RX0794.The horizontal coordinates were scaled from a topographic map and have
 RX0794.an estimated accuracy of +/- 6 seconds.
 RX0794
 RX0794.The orthometric height was determined by differential leveling
 RX0794.and adjusted by the National Geodetic Survey in June 1991..
 RX0794
 RX0794.The geoid height was determined by GEOID03.
 RX0794
 RX0794.The dynamic height is computed by dividing the NAVD 88
 RX0794.geopotential number by the normal gravity value computed on the
 RX0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0794.degrees latitude (g = 980.6199 gals.).
 RX0794
 RX0794.The modeled gravity was interpolated from observed gravity values.
 RX0794
 RX0794;                    North         East    Units  Estimated Accuracy
 RX0794;SPC MT       -   298,900.      400,870.      MT  (+/- 180 meters Scaled)
 RX0794
 RX0794                          SUPERSEDED SURVEY CONTROL
 RX0794
 RX0794.No superseded survey control is available for this station.
 RX0794
 RX0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS150957(NAD 83)
 RX0794_MARKER: DB = BENCH MARK DISK
 RX0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0794_SP_SET: CONCRETE POST
 RX0794_STAMPING: 3899.03
 RX0794_PROJECTION: PROJECTING 102 CENTIMETERS
 RX0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0794+STABILITY: SURFACE MOTION
 RX0794
 RX0794  HISTORY     - Date     Condition        Report By
 RX0794  HISTORY     - UNK      MONUMENTED       MTDH
 RX0794  HISTORY     - 1979     GOOD             NGS
 RX0794
 RX0794                          STATION DESCRIPTION
 RX0794
 RX0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0794'8.8 MI SOUTH FROM WOLF CREEK.
 RX0794'7.7 MILES SOUTH ALONG OLD U.S. HIGHWAY 91 FROM THE BRIDGE ACROSS
 RX0794'LITTLE PRICKLY PEAR CREEK IN WOLF CREEK, AND THENCE 1.1 MILES SOUTH
 RX0794'ALONG INTERSTATE HIGHWAY 15, 203.9 FEET SOUTHWEST OF THE SOUTHWEST
 RX0794'CORNER OF A BRIDGE ACROSS LITTLE PRICKLY PEAR CREEK, 32.8 FEET
 RX0794'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 RX0794'AND 12.9 FEET NORTHWEST OF A GUARD RAIL.
 RX0794'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0384 ***********************************************************************
 ST0384  DESIGNATION -  39 RDS
 ST0384  PID         -  ST0384
 ST0384  STATE/COUNTY-  MT/CASCADE
 ST0384  USGS QUAD   -  HENRY CREEK (1980)
 ST0384
 ST0384                         *CURRENT SURVEY CONTROL
 ST0384  ___________________________________________________________________
 ST0384* NAD 83(1986)-  47 16 25.     (N)    112 00 33.     (W)     SCALED    
 ST0384* NAVD 88     -      1321.559  (meters)    4335.81   (feet)  ADJUSTED  
 ST0384  ___________________________________________________________________
 ST0384  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 ST0384  DYNAMIC HT  -        1321.359 (meters)    4335.16  (feet)  COMP
 ST0384  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 ST0384
 ST0384  VERT ORDER  -  SECOND    CLASS 0
 ST0384
 ST0384.The horizontal coordinates were scaled from a topographic map and have
 ST0384.an estimated accuracy of +/- 6 seconds.
 ST0384
 ST0384.The orthometric height was determined by differential leveling
 ST0384.and adjusted by the National Geodetic Survey in June 1991..
 ST0384
 ST0384.The geoid height was determined by GEOID03.
 ST0384
 ST0384.The dynamic height is computed by dividing the NAVD 88
 ST0384.geopotential number by the normal gravity value computed on the
 ST0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0384.degrees latitude (g = 980.6199 gals.).
 ST0384
 ST0384.The modeled gravity was interpolated from observed gravity values.
 ST0384
 ST0384;                    North         East    Units  Estimated Accuracy
 ST0384;SPC MT       -   339,020.      410,290.      MT  (+/- 180 meters Scaled)
 ST0384
 ST0384                          SUPERSEDED SURVEY CONTROL
 ST0384
 ST0384  NGVD 29 (??/??/92) 1320.563  (m)         4332.55   (f) ADJ UNCH    2 0
 ST0384
 ST0384.Superseded values are not recommended for survey control.
 ST0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0384.See file dsdata.txt to determine how the superseded data were derived.
 ST0384
 ST0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT236360(NAD 83)
 ST0384_MARKER: DD = SURVEY DISK
 ST0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0384_STAMPING: 39 RDS 1957
 ST0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0384+STABILITY: SURFACE MOTION
 ST0384
 ST0384  HISTORY     - Date     Condition        Report By
 ST0384  HISTORY     - 1957     MONUMENTED       USGS
 ST0384  HISTORY     - 1961     GOOD             NGS
 ST0384
 ST0384                          STATION DESCRIPTION
 ST0384
 ST0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0384'32.25 MI SE FROM AUGUSTA.
 ST0384'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0384'AUGUSTA, THENCE 6.0 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 1.25
 ST0384'MILES EAST ALONG A COUNTY ROAD, AT THE WEST FOOT OF SULLIVAN HILL, 0.1
 ST0384'MILE EAST OF THE CROSSING OF A TELEPHONE POLE LINE, 65 FEET NORTH OF
 ST0384'THE CENTER LINE OF THE ROAD, 4 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 ST0384'9, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 ST0384'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 ST0384'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0565 ***********************************************************************
 TK0565  DESIGNATION -  39 REB
 TK0565  PID         -  TK0565
 TK0565  STATE/COUNTY-  MT/BLAINE
 TK0565  USGS QUAD   -  TURNER (1984)
 TK0565
 TK0565                         *CURRENT SURVEY CONTROL
 TK0565  ___________________________________________________________________
 TK0565* NAD 83(1986)-  48 50 45.     (N)    108 23 26.     (W)     SCALED    
 TK0565* NAVD 88     -       924.914  (meters)    3034.49   (feet)  POSTED    
 TK0565  ___________________________________________________________________
 TK0565  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 TK0565  DYNAMIC HT  -         925.020 (meters)    3034.84  (feet)  COMP
 TK0565  MODELED GRAV-     980,696.5   (mgal)                       NAVD 88
 TK0565
 TK0565  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0565
 TK0565.The horizontal coordinates were scaled from a topographic map and have
 TK0565.an estimated accuracy of +/- 6 seconds.
 TK0565
 TK0565.The orthometric height was determined by differential leveling
 TK0565.and adjusted by the National Geodetic Survey in 1992..
 TK0565.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0565.rate of 0.0 thru 1.0 mm/km.
 TK0565
 TK0565.The geoid height was determined by GEOID03.
 TK0565
 TK0565.The dynamic height is computed by dividing the NAVD 88
 TK0565.geopotential number by the normal gravity value computed on the
 TK0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0565.degrees latitude (g = 980.6199 gals.).
 TK0565
 TK0565.The modeled gravity was interpolated from observed gravity values.
 TK0565
 TK0565;                    North         East    Units  Estimated Accuracy
 TK0565;SPC MT       -   511,300.      681,420.      MT  (+/- 180 meters Scaled)
 TK0565
 TK0565                          SUPERSEDED SURVEY CONTROL
 TK0565
 TK0565.No superseded survey control is available for this station.
 TK0565
 TK0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV914136(NAD 83)
 TK0565_MARKER: DB = BENCH MARK DISK
 TK0565_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0565+WITH SETTING: INFORMATION.
 TK0565_SP_SET: SHALLOW-SET METAL ROD
 TK0565_STAMPING: 39 REB 1979
 TK0565_MARK LOGO: USGS  
 TK0565_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0565_ROD/PIPE-DEPTH: 1.52 meters
 TK0565
 TK0565  HISTORY     - Date     Condition        Report By
 TK0565  HISTORY     - 1979     MONUMENTED       USGS
 TK0565
 TK0565                          STATION DESCRIPTION
 TK0565
 TK0565'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0565'1.4 KM (0.90 MI) EAST FROM TURNER.
 TK0565'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0565'THENCE 0.8 MILES EAST ALONG HIGHWAY 241 TO A RAILROAD CROSSING, 0.2
 TK0565'MILES NORTH OF THE SOUTHEAST CORNER OF SECTION 25, T36N, R25E, 95
 TK0565'FEET WEST OF HIGHWAY 241, 46.8 FEET SOUTH OF THE SOUTH RAIL, AND 4.5
 TK0565'FEET WEST OF A FENCE CORNER.
 TK0565'THE MARK IS 1.7 FT  W FROM  A WITNESS POST
 TK0565'THE MARK IS 2.2 FT BELOW SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0324 ***********************************************************************
 RU0324  DESIGNATION -  39 WR
 RU0324  PID         -  RU0324
 RU0324  STATE/COUNTY-  MT/TREASURE
 RU0324  USGS QUAD   -  HYSHAM (1983)
 RU0324
 RU0324                         *CURRENT SURVEY CONTROL
 RU0324  ___________________________________________________________________
 RU0324* NAD 83(1986)-  46 17 39.     (N)    107 11 23.     (W)     SCALED    
 RU0324* NAVD 88     -       799.432  (meters)    2622.80   (feet)  ADJUSTED  
 RU0324  ___________________________________________________________________
 RU0324  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 RU0324  DYNAMIC HT  -         799.343 (meters)    2622.51  (feet)  COMP
 RU0324  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 RU0324
 RU0324  VERT ORDER  -  FIRST     CLASS II
 RU0324
 RU0324.The horizontal coordinates were scaled from a topographic map and have
 RU0324.an estimated accuracy of +/- 6 seconds.
 RU0324
 RU0324.The orthometric height was determined by differential leveling
 RU0324.and adjusted by the National Geodetic Survey in June 1991..
 RU0324.WARNING-Repeat measurements at this control monument indicate possible
 RU0324.vertical movement.
 RU0324
 RU0324.The geoid height was determined by GEOID03.
 RU0324
 RU0324.The dynamic height is computed by dividing the NAVD 88
 RU0324.geopotential number by the normal gravity value computed on the
 RU0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0324.degrees latitude (g = 980.6199 gals.).
 RU0324
 RU0324.The modeled gravity was interpolated from observed gravity values.
 RU0324
 RU0324;                    North         East    Units  Estimated Accuracy
 RU0324;SPC MT       -   229,780.      777,890.      MT  (+/- 180 meters Scaled)
 RU0324
 RU0324                          SUPERSEDED SURVEY CONTROL
 RU0324
 RU0324  NGVD 29 (??/??/92)  798.794  (m)         2620.71   (f) ADJ UNCH    1 2
 RU0324
 RU0324.Superseded values are not recommended for survey control.
 RU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0324.See file dsdata.txt to determine how the superseded data were derived.
 RU0324
 RU0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM313290(NAD 83)
 RU0324_MARKER: DD = SURVEY DISK
 RU0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0324_STAMPING: 39 WR 1957 2621
 RU0324_MARK LOGO: USGS  
 RU0324_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0324+STABILITY: SURFACE MOTION
 RU0324
 RU0324  HISTORY     - Date     Condition        Report By
 RU0324  HISTORY     - 1957     MONUMENTED       USGS
 RU0324  HISTORY     - 1960     GOOD             NGS
 RU0324  HISTORY     - 1981     GOOD             NGS
 RU0324
 RU0324                          STATION DESCRIPTION
 RU0324
 RU0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0324'2.3 MI E FROM HYSHAM.
 RU0324'ABOUT 2.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0324'STATION AT HYSHAM, IN THE SOUTH SIDE OF SECTION 2, T 6 N, R 36 E, 7
 RU0324'1/2 POLES EAST OF MILEPOST 149, ABOUT 0.2 MILE EAST OF A ROAD
 RU0324'CROSSING, 192 FEET EAST OF A WOODEN BRIDGE UNDER U. S. HIGHWAY 10 AND
 RU0324'12, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 198 FEET SOUTH OF
 RU0324'THE SOUTH RAIL, 6 FEET EAST OF A T FENCE CORNER, 1 1/2 FEET NORTH OF A
 RU0324'FENCE, 1 FOOT WEST OF A WOODEN WITNESS POST, AND IN THE TOP OF A
 RU0324'CONCRETE POST PROJECTING 2 INCHES.
 RU0324
 RU0324                          STATION RECOVERY (1981)
 RU0324
 RU0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0324'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0324'3.7 KM (2.3 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0324'THE RAILROAD STATION IN HYSHAM, 0.6 KM (0.35 MI) WEST OF HIGHWAY MILE
 RU0324'POST 543, 0.4 KM (0.25 MI) EAST OF A GRAVELED ROAD CROSSING, 0.4 KM
 RU0324'(0.25 MI) EAST OF MILE POST 149, 60.4 METERS (198.0 FT) SOUTH OF THE
 RU0324'NEAR RAIL, 58.5 METERS (192.0 FT) EAST OF THE SOUTHEAST CORNER OF A
 RU0324'SMALL HIGHWAY BRIDGE, 18.8 METERS (61.6 FT) WEST OF UTILITY POLE
 RU0324'NUMBER 140, 12.1 METERS (39.6 FT) SOUTH OF THE CENTER OF THE HIGHWAY,
 RU0324'0.5 METER (1.5 FT) NORTH OF A FENCE, AND 0.3 METER (1.0 FT) WEST OF A
 RU0324'INCH WOODEN WITNESS POST.
 RU0324'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 RU0324'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0169 ***********************************************************************
 TN0169  DESIGNATION -  3930.79
 TN0169  PID         -  TN0169
 TN0169  STATE/COUNTY-  MT/FLATHEAD
 TN0169  USGS QUAD   -  MARION (1994)
 TN0169
 TN0169                         *CURRENT SURVEY CONTROL
 TN0169  ___________________________________________________________________
 TN0169* NAD 83(1986)-  48 05 06.     (N)    114 39 49.     (W)     SCALED    
 TN0169* NAVD 88     -      1199.235  (meters)    3934.49   (feet)  ADJUSTED  
 TN0169  ___________________________________________________________________
 TN0169  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 TN0169  DYNAMIC HT  -        1199.182 (meters)    3934.32  (feet)  COMP
 TN0169  MODELED GRAV-     980,526.1   (mgal)                       NAVD 88
 TN0169
 TN0169  VERT ORDER  -  SECOND    CLASS 0
 TN0169
 TN0169.The horizontal coordinates were scaled from a topographic map and have
 TN0169.an estimated accuracy of +/- 6 seconds.
 TN0169
 TN0169.The orthometric height was determined by differential leveling
 TN0169.and adjusted by the National Geodetic Survey in June 1991..
 TN0169
 TN0169.The geoid height was determined by GEOID03.
 TN0169
 TN0169.The dynamic height is computed by dividing the NAVD 88
 TN0169.geopotential number by the normal gravity value computed on the
 TN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0169.degrees latitude (g = 980.6199 gals.).
 TN0169
 TN0169.The modeled gravity was interpolated from observed gravity values.
 TN0169
 TN0169;                    North         East    Units  Estimated Accuracy
 TN0169;SPC MT       -   438,810.      215,740.      MT  (+/- 180 meters Scaled)
 TN0169
 TN0169                          SUPERSEDED SURVEY CONTROL
 TN0169
 TN0169  NGVD 29 (??/??/92) 1198.063  (m)         3930.64   (f) ADJ UNCH    2 0
 TN0169
 TN0169.Superseded values are not recommended for survey control.
 TN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0169.See file dsdata.txt to determine how the superseded data were derived.
 TN0169
 TN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP739283(NAD 83)
 TN0169_MARKER: DD = SURVEY DISK
 TN0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0169_STAMPING: 3930.79
 TN0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0169+STABILITY: SURFACE MOTION
 TN0169
 TN0169  HISTORY     - Date     Condition        Report By
 TN0169  HISTORY     - UNK      MONUMENTED       MTDH
 TN0169  HISTORY     - 1952     GOOD             NGS
 TN0169
 TN0169                          STATION DESCRIPTION
 TN0169
 TN0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0169'2.0 MI SW FROM MARION.
 TN0169'0.8 MILE SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT MARION,
 TN0169'THENCE 1.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 2, AT THE INTERSECTION
 TN0169'OF A ROAD CROSSING, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TN0169'HIGHWAY, 21 FEET EAST NORTHEAST OF THE CENTER LINE OF THE ROAD, 17.8
 TN0169'FEET EAST SOUTHEAST OF THE NORTHEAST END OF A 12-INCH CORRUGATED METAL
 TN0169'PIPE CULVERT, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 TN0169'OF A CONCRETE POST PROJECTING 3.0 FEET ABOVE THE GROUND AND MARKED
 TN0169'F.A.P. 58 A F A P 58 G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0179 ***********************************************************************
 TN0179  DESIGNATION -  3940.19
 TN0179  PID         -  TN0179
 TN0179  STATE/COUNTY-  MT/FLATHEAD
 TN0179  USGS QUAD   -  MC GREGOR PEAK (1983)
 TN0179
 TN0179                         *CURRENT SURVEY CONTROL
 TN0179  ___________________________________________________________________
 TN0179* NAD 83(1986)-  48 02 04.     (N)    114 49 41.     (W)     SCALED    
 TN0179* NAVD 88     -      1202.169  (meters)    3944.12   (feet)  ADJUSTED  
 TN0179  ___________________________________________________________________
 TN0179  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TN0179  DYNAMIC HT  -        1202.110 (meters)    3943.92  (feet)  COMP
 TN0179  MODELED GRAV-     980,521.0   (mgal)                       NAVD 88
 TN0179
 TN0179  VERT ORDER  -  SECOND    CLASS 0
 TN0179
 TN0179.The horizontal coordinates were scaled from a topographic map and have
 TN0179.an estimated accuracy of +/- 6 seconds.
 TN0179
 TN0179.The orthometric height was determined by differential leveling
 TN0179.and adjusted by the National Geodetic Survey in June 1991..
 TN0179
 TN0179.The geoid height was determined by GEOID03.
 TN0179
 TN0179.The dynamic height is computed by dividing the NAVD 88
 TN0179.geopotential number by the normal gravity value computed on the
 TN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0179.degrees latitude (g = 980.6199 gals.).
 TN0179
 TN0179.The modeled gravity was interpolated from observed gravity values.
 TN0179
 TN0179;                    North         East    Units  Estimated Accuracy
 TN0179;SPC MT       -   434,030.      203,140.      MT  (+/- 180 meters Scaled)
 TN0179
 TN0179                          SUPERSEDED SURVEY CONTROL
 TN0179
 TN0179  NGVD 29 (??/??/92) 1200.979  (m)         3940.21   (f) ADJ UNCH    2 0
 TN0179
 TN0179.Superseded values are not recommended for survey control.
 TN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0179.See file dsdata.txt to determine how the superseded data were derived.
 TN0179
 TN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP619224(NAD 83)
 TN0179_MARKER: DD = SURVEY DISK
 TN0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0179_STAMPING: ELEV. 3940.19
 TN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0179+STABILITY: SURFACE MOTION
 TN0179
 TN0179  HISTORY     - Date     Condition        Report By
 TN0179  HISTORY     - UNK      MONUMENTED       MTDH
 TN0179  HISTORY     - 1952     GOOD             NGS
 TN0179
 TN0179                          STATION DESCRIPTION
 TN0179
 TN0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0179'11.5 MI SW FROM MARION.
 TN0179'0.8 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 TN0179'MARION, THENCE 10.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 2, 115 FEET
 TN0179'NORTH OF THE NORTHWEST END OF A FILL, 62 FEET SOUTHWEST OF THE CENTER
 TN0179'LINE OF THE HIGHWAY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 TN0179'THE TOP OF A CONCRETE POST MARKED F.A.P. 58-G F.A.P. 58 (20)
 TN0179'PROJECTING 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0371 ***********************************************************************
 QU0371  DESIGNATION -  3957.32
 QU0371  PID         -  QU0371
 QU0371  STATE/COUNTY-  MT/POWDER RIVER
 QU0371  USGS QUAD   -  SAYLE (1995)
 QU0371
 QU0371                         *CURRENT SURVEY CONTROL
 QU0371  ___________________________________________________________________
 QU0371* NAD 83(1986)-  45 13 45.     (N)    105 55 28.     (W)     SCALED    
 QU0371* NAVD 88     -      1206.965  (meters)    3959.85   (feet)  ADJUSTED  
 QU0371  ___________________________________________________________________
 QU0371  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 QU0371  DYNAMIC HT  -        1206.608 (meters)    3958.68  (feet)  COMP
 QU0371  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 QU0371
 QU0371  VERT ORDER  -  THIRD
 QU0371
 QU0371.The horizontal coordinates were scaled from a topographic map and have
 QU0371.an estimated accuracy of +/- 6 seconds.
 QU0371
 QU0371.The orthometric height was determined by differential leveling
 QU0371.and adjusted by the National Geodetic Survey in June 1991..
 QU0371
 QU0371.The geoid height was determined by GEOID03.
 QU0371
 QU0371.The dynamic height is computed by dividing the NAVD 88
 QU0371.geopotential number by the normal gravity value computed on the
 QU0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0371.degrees latitude (g = 980.6199 gals.).
 QU0371
 QU0371.The modeled gravity was interpolated from observed gravity values.
 QU0371
 QU0371;                    North         East    Units  Estimated Accuracy
 QU0371;SPC MT       -   115,240.      880,660.      MT  (+/- 180 meters Scaled)
 QU0371
 QU0371                          SUPERSEDED SURVEY CONTROL
 QU0371
 QU0371  NGVD 29 (??/??/92) 1206.27   (m)         3957.6    (f) COMPUTED    3 0
 QU0371
 QU0371.Superseded values are not recommended for survey control.
 QU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0371.See file dsdata.txt to determine how the superseded data were derived.
 QU0371
 QU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL274088(NAD 83)
 QU0371_MARKER: DD = SURVEY DISK
 QU0371_SETTING: 0 = UNSPECIFIED SETTING
 QU0371_STAMPING: 3957.32
 QU0371_MARK LOGO: MTDH  
 QU0371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QU0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0371+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1966
 QU0371
 QU0371  HISTORY     - Date     Condition        Report By
 QU0371  HISTORY     - UNK      MONUMENTED       MTDH
 QU0371  HISTORY     - 19660613 GOOD             USGS
 QU0371
 QU0371                          STATION DESCRIPTION
 QU0371
 QU0371'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QU0371'FROM BROADUS, MONTANA POST OFFICE, PROCEED 25.4 MILES SOUTHWEST ALONG
 QU0371'MOORHEAD ROAD, THENCE 8.9 MILES NORTHWEST ALONG BLOOM CREEK ROAD, 77
 QU0371'FEET SOUTH OF THE ROAD, A STATE HIGHWAY BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0502 ***********************************************************************
 RX0502  DESIGNATION -  3962
 RX0502  PID         -  RX0502
 RX0502  STATE/COUNTY-  MT/GRANITE
 RX0502  USGS QUAD   -  DRUMMOND (1989)
 RX0502
 RX0502                         *CURRENT SURVEY CONTROL
 RX0502  ___________________________________________________________________
 RX0502* NAD 83(1986)-  46 39 42.     (N)    113 08 13.     (W)     SCALED    
 RX0502* NAVD 88     -      1207.974  (meters)    3963.16   (feet)  ADJUSTED  
 RX0502  ___________________________________________________________________
 RX0502  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 RX0502  DYNAMIC HT  -        1207.721 (meters)    3962.33  (feet)  COMP
 RX0502  MODELED GRAV-     980,363.5   (mgal)                       NAVD 88
 RX0502
 RX0502  VERT ORDER  -  FIRST     CLASS II
 RX0502
 RX0502.The horizontal coordinates were scaled from a topographic map and have
 RX0502.an estimated accuracy of +/- 6 seconds.
 RX0502
 RX0502.The orthometric height was determined by differential leveling
 RX0502.and adjusted by the National Geodetic Survey in June 1991..
 RX0502
 RX0502.The geoid height was determined by GEOID03.
 RX0502
 RX0502.The dynamic height is computed by dividing the NAVD 88
 RX0502.geopotential number by the normal gravity value computed on the
 RX0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0502.degrees latitude (g = 980.6199 gals.).
 RX0502
 RX0502.The modeled gravity was interpolated from observed gravity values.
 RX0502
 RX0502;                    North         East    Units  Estimated Accuracy
 RX0502;SPC MT       -   274,450.      321,910.      MT  (+/- 180 meters Scaled)
 RX0502
 RX0502                          SUPERSEDED SURVEY CONTROL
 RX0502
 RX0502  NGVD 29 (??/??/92) 1206.893  (m)         3959.61   (f) ADJ UNCH    1 2
 RX0502
 RX0502.Superseded values are not recommended for survey control.
 RX0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0502.See file dsdata.txt to determine how the superseded data were derived.
 RX0502
 RX0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS365697(NAD 83)
 RX0502_MARKER: P = PIPE CAP
 RX0502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0502_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0502_STAMPING: 3959.736 MSLA
 RX0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0502
 RX0502  HISTORY     - Date     Condition        Report By
 RX0502  HISTORY     - UNK      MONUMENTED       USGS
 RX0502  HISTORY     - 1959     GOOD             NGS
 RX0502  HISTORY     - 1979     GOOD             NGS
 RX0502
 RX0502                          STATION DESCRIPTION
 RX0502
 RX0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0502'0.7 MI SE FROM DRUMMOND.
 RX0502'ABOUT 0.7 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0502'STATION AT DRUMMOND, 121 FEET WEST OF MILEPOST 70, IN SECTION 32, T 11
 RX0502'N, R 12 W, 166 FEET WEST-NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 RX0502'32 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 6 FEET
 RX0502'SOUTHEAST OF A BRACED TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 RX0502'POLES, 3 1/2 FEET SOUTHWEST OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL
 RX0502'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND ON
 RX0502'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 8 INCHES.
 RX0502
 RX0502                          STATION RECOVERY (1979)
 RX0502
 RX0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0502'BENCHMARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0554 ***********************************************************************
 RX0554  DESIGNATION -  3965
 RX0554  PID         -  RX0554
 RX0554  STATE/COUNTY-  MT/MISSOULA
 RX0554  USGS QUAD   -  GREENOUGH (1965)
 RX0554
 RX0554                         *CURRENT SURVEY CONTROL
 RX0554  ___________________________________________________________________
 RX0554* NAD 83(1986)-  46 55 45.     (N)    113 23 48.     (W)     SCALED    
 RX0554* NAVD 88     -      1209.258  (meters)    3967.37   (feet)  ADJUSTED  
 RX0554  ___________________________________________________________________
 RX0554  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 RX0554  DYNAMIC HT  -        1209.042 (meters)    3966.67  (feet)  COMP
 RX0554  MODELED GRAV-     980,393.5   (mgal)                       NAVD 88
 RX0554
 RX0554  VERT ORDER  -  SECOND    CLASS 0
 RX0554
 RX0554.The horizontal coordinates were scaled from a topographic map and have
 RX0554.an estimated accuracy of +/- 6 seconds.
 RX0554
 RX0554.The orthometric height was determined by differential leveling
 RX0554.and adjusted by the National Geodetic Survey in June 1991..
 RX0554
 RX0554.The geoid height was determined by GEOID03.
 RX0554
 RX0554.The dynamic height is computed by dividing the NAVD 88
 RX0554.geopotential number by the normal gravity value computed on the
 RX0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0554.degrees latitude (g = 980.6199 gals.).
 RX0554
 RX0554.The modeled gravity was interpolated from observed gravity values.
 RX0554
 RX0554;                    North         East    Units  Estimated Accuracy
 RX0554;SPC MT       -   305,080.      303,550.      MT  (+/- 180 meters Scaled)
 RX0554
 RX0554                          SUPERSEDED SURVEY CONTROL
 RX0554
 RX0554  NGVD 29 (??/??/92) 1208.156  (m)         3963.76   (f) ADJ UNCH    2 0
 RX0554
 RX0554.Superseded values are not recommended for survey control.
 RX0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0554.See file dsdata.txt to determine how the superseded data were derived.
 RX0554
 RX0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT175000(NAD 83)
 RX0554_MARKER: DD = SURVEY DISK
 RX0554_SETTING: 66 = SET IN ROCK OUTCROP
 RX0554_SP_SET: ROCK
 RX0554_STAMPING: 3965 MSLA
 RX0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0554+STABILITY: POSITION/ELEVATION WELL
 RX0554
 RX0554  HISTORY     - Date     Condition        Report By
 RX0554  HISTORY     - UNK      MONUMENTED       USGS
 RX0554  HISTORY     - 1935     GOOD             NGS
 RX0554
 RX0554                          STATION DESCRIPTION
 RX0554
 RX0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RX0554'2.1 MI NE FROM GREENOUGH.
 RX0554'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM GREENOUGH, MISSOULA
 RX0554'COUNTY, AT DIVIDE, NEAR A LOOKOUT TOWER, 150 FEET SOUTHEAST OF THE
 RX0554'HIGHWAY, AND IN THE TOP OF A LARGE ROCK.  A UNITED STATES GEOLOGICAL
 RX0554'SURVEY STANDARD DISK, STAMPED 3965 MSLA.  NOTE-- IT WAS REPORTED IN
 RX0554'1934 THAT THIS MARK HAS BEEN DISTURBED, AND THAT ONLY A SECTION
 RX0554'EMBRACING THE WORD SURVEY ON THE DISK REMAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0625 ***********************************************************************
 TM0625  DESIGNATION -  3970 GN RESET
 TM0625  PID         -  TM0625
 TM0625  STATE/COUNTY-  MT/FLATHEAD
 TM0625  USGS QUAD   -  NIMROD (1994)
 TM0625
 TM0625                         *CURRENT SURVEY CONTROL
 TM0625  ___________________________________________________________________
 TM0625* NAD 83(1986)-  48 14 24.     (N)    113 34 17.     (W)     SCALED    
 TM0625* NAVD 88     -      1214.278  (meters)    3983.84   (feet)  ADJUSTED  
 TM0625  ___________________________________________________________________
 TM0625  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 TM0625  DYNAMIC HT  -        1214.198 (meters)    3983.58  (feet)  COMP
 TM0625  MODELED GRAV-     980,503.9   (mgal)                       NAVD 88
 TM0625
 TM0625  VERT ORDER  -  FIRST     CLASS II
 TM0625
 TM0625.The horizontal coordinates were scaled from a topographic map and have
 TM0625.an estimated accuracy of +/- 6 seconds.
 TM0625
 TM0625.The orthometric height was determined by differential leveling
 TM0625.and adjusted by the National Geodetic Survey in June 1991..
 TM0625
 TM0625.The geoid height was determined by GEOID03.
 TM0625
 TM0625.The dynamic height is computed by dividing the NAVD 88
 TM0625.geopotential number by the normal gravity value computed on the
 TM0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0625.degrees latitude (g = 980.6199 gals.).
 TM0625
 TM0625.The modeled gravity was interpolated from observed gravity values.
 TM0625
 TM0625;                    North         East    Units  Estimated Accuracy
 TM0625;SPC MT       -   451,230.      297,830.      MT  (+/- 180 meters Scaled)
 TM0625
 TM0625                          SUPERSEDED SURVEY CONTROL
 TM0625
 TM0625.No superseded survey control is available for this station.
 TM0625
 TM0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU090461(NAD 83)
 TM0625_MARKER: DD = SURVEY DISK
 TM0625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TM0625_SP_SET: BRIDGE ABUTMENT
 TM0625_STAMPING: 3970 GN FEET RESET 1948
 TM0625_MARK LOGO: USGS  
 TM0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TM0625+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1996
 TM0625
 TM0625  HISTORY     - Date     Condition        Report By
 TM0625  HISTORY     - 1948     MONUMENTED       USGS
 TM0625  HISTORY     - 1978     GOOD             NGS
 TM0625  HISTORY     - 19961031 GOOD             MTDOT
 TM0625
 TM0625                          STATION DESCRIPTION
 TM0625
 TM0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0625'24.4 MI SW FROM EAST GLACIER.
 TM0625'24.4 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0625'EAST GLACIER.  LOCATED AT A POINT WHERE THE HIGHWAY CROSSES UNDER
 TM0625'THE RAILROAD, SET IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 TM0625'ABUTMENT OF A RAILROAD BRIDGE OVER THE MIDDLE FORK FLATHEAD RIVER,
 TM0625'132 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 2.
 TM0625'THE MARK IS 8 FT BELOW THE TRACK.
 TM0625
 TM0625                          STATION RECOVERY (1996)
 TM0625
 TM0625'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TM0625'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0428 ***********************************************************************
 ST0428  DESIGNATION -  3974
 ST0428  PID         -  ST0428
 ST0428  STATE/COUNTY-  MT/POWELL
 ST0428  USGS QUAD   -  WOODWORTH (1965)
 ST0428
 ST0428                         *CURRENT SURVEY CONTROL
 ST0428  ___________________________________________________________________
 ST0428* NAD 83(1986)-  47 02 03.     (N)    113 15 17.     (W)     SCALED    
 ST0428* NAVD 88     -      1211.969  (meters)    3976.27   (feet)  ADJUSTED  
 ST0428  ___________________________________________________________________
 ST0428  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 ST0428  DYNAMIC HT  -        1211.765 (meters)    3975.60  (feet)  COMP
 ST0428  MODELED GRAV-     980,403.7   (mgal)                       NAVD 88
 ST0428
 ST0428  VERT ORDER  -  SECOND    CLASS 0
 ST0428
 ST0428.The horizontal coordinates were scaled from a topographic map and have
 ST0428.an estimated accuracy of +/- 6 seconds.
 ST0428
 ST0428.The orthometric height was determined by differential leveling
 ST0428.and adjusted by the National Geodetic Survey in June 1991..
 ST0428
 ST0428.The geoid height was determined by GEOID03.
 ST0428
 ST0428.The dynamic height is computed by dividing the NAVD 88
 ST0428.geopotential number by the normal gravity value computed on the
 ST0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0428.degrees latitude (g = 980.6199 gals.).
 ST0428
 ST0428.The modeled gravity was interpolated from observed gravity values.
 ST0428
 ST0428;                    North         East    Units  Estimated Accuracy
 ST0428;SPC MT       -   316,210.      314,900.      MT  (+/- 180 meters Scaled)
 ST0428
 ST0428                          SUPERSEDED SURVEY CONTROL
 ST0428
 ST0428  NGVD 29 (??/??/92) 1210.872  (m)         3972.67   (f) ADJ UNCH    2 0
 ST0428
 ST0428.Superseded values are not recommended for survey control.
 ST0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0428.See file dsdata.txt to determine how the superseded data were derived.
 ST0428
 ST0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT286114(NAD 83)
 ST0428_MARKER: P = PIPE CAP
 ST0428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0428_STAMPING: 3974 MSLA
 ST0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0428
 ST0428  HISTORY     - Date     Condition        Report By
 ST0428  HISTORY     - UNK      MONUMENTED       USGS
 ST0428  HISTORY     - 1934     GOOD             NGS
 ST0428
 ST0428                          STATION DESCRIPTION
 ST0428
 ST0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ST0428'8.4 MI W FROM OVANDO.
 ST0428'8.4 MILES WEST ALONG STATE HIGHWAY 20 FROM OVANDO, AT THE INTERSECTION
 ST0428'OF THE PROPOSED ROAD WITH THE HIGHWAY, 41 FEET SOUTHEAST OF THE
 ST0428'CENTERLINE OF THE RIGHT-OF-WAY OF A PROPOSED ROAD, AND ABOUT 21 FEET
 ST0428'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 ST0428'SURVEY STANDARD CAP, STAMPED 3974 MSLA AND RIVETED ON THE TOP OF A
 ST0428'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0517 ***********************************************************************
 RT0517  DESIGNATION -  3U6 A
 RT0517  PID         -  RT0517
 RT0517  STATE/COUNTY-  MT/FALLON
 RT0517  USGS QUAD   -  BAKER (1981)
 RT0517
 RT0517                         *CURRENT SURVEY CONTROL
 RT0517  ___________________________________________________________________
 RT0517* NAD 83(1999)-  46 21 07.67473(N)    104 15 58.94484(W)     ADJUSTED  
 RT0517* NAVD 88     -       902.0    (meters)    2959.     (feet)  GPS OBS   
 RT0517  ___________________________________________________________________
 RT0517  X           -  -1,086,928.175 (meters)                     COMP
 RT0517  Y           -  -4,274,669.313 (meters)                     COMP
 RT0517  Z           -   4,592,991.944 (meters)                     COMP
 RT0517  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 RT0517  ELLIP HEIGHT-         886.38  (meters)          (06/13/02) GPS OBS
 RT0517  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 RT0517
 RT0517  HORZ ORDER  -  SECOND
 RT0517  ELLP ORDER  -  FOURTH    CLASS II
 RT0517
 RT0517.This mark is at Baker Municipal Airport (BHK)
 RT0517
 RT0517.The horizontal coordinates were established by GPS observations
 RT0517.and adjusted by the National Geodetic Survey in June 2002..
 RT0517.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RT0517.DATUM ITEM on the data sheet items page.
 RT0517
 RT0517.The orthometric height was determined by GPS observations and a
 RT0517.high-resolution geoid model.
 RT0517
 RT0517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RT0517
 RT0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0517
 RT0517.The ellipsoidal height was determined by GPS observations
 RT0517.and is referenced to NAD 83.
 RT0517
 RT0517.The geoid height was determined by GEOID03.
 RT0517
 RT0517;                    North         East     Units Scale Factor Converg.
 RT0517;SPC MT       -   247,045.701 1,002,316.857   MT  0.99945857   +3 49 42.3
 RT0517;SPC MT       -   810,517.39  3,288,441.13   iFT  0.99945857   +3 49 42.3
 RT0517;UTM  13      - 5,133,434.458   556,444.887   MT  0.99963916   +0 31 51.1
 RT0517
 RT0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0517!SPC MT       -   0.99986107  x   0.99945857  =   0.99931971
 RT0517!UTM  13      -   0.99986107  x   0.99963916  =   0.99950028
 RT0517
 RT0517                          SUPERSEDED SURVEY CONTROL
 RT0517
 RT0517  NAD 83(1992)-  46 21 07.67407(N)    104 15 58.94341(W) AD(       ) 2
 RT0517  ELLIP H (05/24/93)  886.50   (m)                       GP(       ) 4 2
 RT0517  NGVD 29 (12/14/93)  901.2    (m)         2957.     (f) GPS OBS        
 RT0517
 RT0517.Superseded values are not recommended for survey control.
 RT0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0517.See file dsdata.txt to determine how the superseded data were derived.
 RT0517
 RT0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM5644533434(NAD 83)
 RT0517_MARKER: DT = TOPOGRAPHIC STATION DISK
 RT0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0517_SP_SET: CONCRETE POST
 RT0517_STAMPING: 3U6 A 1992
 RT0517_MARK LOGO: NOS   
 RT0517_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RT0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RT0517+SATELLITE: SATELLITE OBSERVATIONS - 1992
 RT0517
 RT0517  HISTORY     - Date     Condition        Report By
 RT0517  HISTORY     - 1992     MONUMENTED       NOS
 RT0517  HISTORY     - 19921231 GOOD             NGS
 RT0517
 RT0517                          STATION DESCRIPTION
 RT0517
 RT0517'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 RT0517'STATION IS LOCATED ON THE BAKER MUNICIPAL AIRPORT IN BAKER, MONTANA.
 RT0517'TO REACH STATION FROM THE BAKER AIR SERVICE ENTRANCE PROCEED EAST
 RT0517'ACROSS THE RAMP AND TIE-DOWN AREA FOR 0.2 MI (0.32 KM) TO PARALLEL
 RT0517'TAXIWAY AND PROCEED NORTHWEST TO PAINTED STRIPE ACROSS TAXIWAY JUST
 RT0517'SOUTH OF RUNWAY END 13 AND STATION ON RIGHT BETWEEN PARALLEL TAXIWAY
 RT0517'AND RUNWAY AND SOUTH OF THE TAXIWAY CONNECTING TO THE RUNWAY.
 RT0517'STATION IS 52.4 FT (15.97 M) SOUTH OF THE SOUTHEAST END OF THE PAINTED
 RT0517'HOLD BAR ON TAXIWAY, 27.6 FT (8.41 M) NORTH OF THE SECOND TAXIWAY
 RT0517'REFLECTOR SOUTHEAST OF THE INTERSECTION OF THE PARALLEL TAXIWAY AND
 RT0517'THE TAXIWAY TO THE RUNWAY END, 31.6 FT (9.63 M) SOUTH OF THE SECOND
 RT0517'TAXIWAY REFLECTOR AT THE SAME INTERSECTION AND 18.0 FT (5.49 M) EAST
 RT0517'OF THE TAXIWAY REFLECTOR MARKING THE INTERSECTION OF TAXIWAYS.
 RT0517'STATION IS RECESSED 1.0 FT (0.30 M) BELOW SURFACE.
 RT0517
 RT0517                          STATION RECOVERY (1992)
 RT0517
 RT0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RT0517'THE STATION IS LOCATED AT BAKER MUNI AIRPORT NEAR THE NORTHWEST END OF
 RT0517'THE RUNWAY.  IT IS A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE
 RT0517'POST RECESSED 1.0 FOOT (0.3 M) BELOW THE GROUND AND STAMPED 3U6 A
 RT0517'1992.  IT IS 52.4 FT (16.0 M) SOUTH OF A PK NAIL AND WASHER IN THE
 RT0517'PAVEMENT AT THE SOUTHEAST END OF THE HOLD BAR, 31.6 FT (9.6 M) SOUTH
 RT0517'OF A TAXIWAY REFLECTOR, 27.6 FT (8.4 M) NORTH OF A TAXIWAY REFLECTOR
 RT0517'AND 18.0 FT (5.5 M) EAST OF A TAXIWAY REFLECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0516 ***********************************************************************
 RT0516  DESIGNATION -  3U6 B
 RT0516  PID         -  RT0516
 RT0516  STATE/COUNTY-  MT/FALLON
 RT0516  USGS QUAD   -  BAKER (1981)
 RT0516
 RT0516                         *CURRENT SURVEY CONTROL
 RT0516  ___________________________________________________________________
 RT0516* NAD 83(1999)-  46 20 32.91681(N)    104 15 12.94873(W)     ADJUSTED  
 RT0516* NAVD 88     -       906.0    (meters)    2972.     (feet)  GPS OBS   
 RT0516  ___________________________________________________________________
 RT0516  X           -  -1,086,166.820 (meters)                     COMP
 RT0516  Y           -  -4,275,667.011 (meters)                     COMP
 RT0516  Z           -   4,592,253.930 (meters)                     COMP
 RT0516  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 RT0516  ELLIP HEIGHT-         890.42  (meters)          (06/13/02) GPS OBS
 RT0516  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 RT0516
 RT0516  HORZ ORDER  -  SECOND
 RT0516  ELLP ORDER  -  FOURTH    CLASS II
 RT0516
 RT0516.This mark is at Baker Municipal Airport (BHK)
 RT0516
 RT0516.The horizontal coordinates were established by GPS observations
 RT0516.and adjusted by the National Geodetic Survey in June 2002..
 RT0516.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RT0516.DATUM ITEM on the data sheet items page.
 RT0516
 RT0516.The orthometric height was determined by GPS observations and a
 RT0516.high-resolution geoid model.
 RT0516
 RT0516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RT0516
 RT0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0516
 RT0516.The ellipsoidal height was determined by GPS observations
 RT0516.and is referenced to NAD 83.
 RT0516
 RT0516.The geoid height was determined by GEOID03.
 RT0516
 RT0516;                    North         East     Units Scale Factor Converg.
 RT0516;SPC MT       -   246,041.164 1,003,369.348   MT  0.99946050   +3 50 16.0
 RT0516;SPC MT       -   807,221.67  3,291,894.19   iFT  0.99946050   +3 50 16.0
 RT0516;UTM  13      - 5,132,370.850   557,438.030   MT  0.99964055   +0 32 24.1
 RT0516
 RT0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0516!SPC MT       -   0.99986044  x   0.99946050  =   0.99932101
 RT0516!UTM  13      -   0.99986044  x   0.99964055  =   0.99950104
 RT0516
 RT0516                          SUPERSEDED SURVEY CONTROL
 RT0516
 RT0516  NAD 83(1992)-  46 20 32.91611(N)    104 15 12.94728(W) AD(       ) 2
 RT0516  ELLIP H (05/24/93)  890.53   (m)                       GP(       ) 4 2
 RT0516  NGVD 29 (12/14/93)  905.3    (m)         2970.     (f) GPS OBS        
 RT0516
 RT0516.Superseded values are not recommended for survey control.
 RT0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0516.See file dsdata.txt to determine how the superseded data were derived.
 RT0516
 RT0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM5743832371(NAD 83)
 RT0516_MARKER: DT = TOPOGRAPHIC STATION DISK
 RT0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0516_SP_SET: CONCRETE POST
 RT0516_STAMPING: 3U6 B 1992
 RT0516_MARK LOGO: NOS   
 RT0516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RT0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RT0516+SATELLITE: SATELLITE OBSERVATIONS - 1992
 RT0516
 RT0516  HISTORY     - Date     Condition        Report By
 RT0516  HISTORY     - 1992     MONUMENTED       NOS
 RT0516  HISTORY     - 19921231 GOOD             NGS
 RT0516
 RT0516                          STATION DESCRIPTION
 RT0516
 RT0516'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 RT0516'STATION IS LOCATED AT THE EAST END OF THE BAKER MUNICIPAL AIRPORT IN
 RT0516'BAKER, MONTANA JUST SOUTH OF RUNWAY END 31.
 RT0516'FROM THE BAKER AIR SERVICE BUILDING AT THE AIRPORT PROCEED SOUTHEAST
 RT0516'ALONG THE TAXIWAY PARALLELING THE RUNWAY TO THE STATION ON THE LEFT
 RT0516'BETWEEN THE PARALLEL TAXIWAY AND RUNWAY AND WEST OF THE TAXIWAY
 RT0516'LEADING TO RUNWAY END 31.
 RT0516'IT IS 42.9 FT (13.08 M) WEST OF A PK NAIL AND WASHER IN THE PAVEMENT
 RT0516'AT THE NORTH END OF A PAINTED BAR ACROSS THE TAXIWAY, 30.2 FT
 RT0516'(9.20 M) WEST OF THE WEST CORNER OF THE CONCRETE BASE OF A SIGN
 RT0516'INDICATING RUNWAY 31 AND 40.5 FT (12.34 M) NORTHEAST OF A TAXIWAY
 RT0516'REFLECTOR JUST BEFORE THE TAXIWAY CURVES TOWARD THE RUNWAY.
 RT0516'STATION IS RECESSED 0.4 FT (0.12 M) BELOW SURFACE.
 RT0516
 RT0516                          STATION RECOVERY (1992)
 RT0516
 RT0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RT0516'THE STATION IS LOCATED AT THE BAKER MUNI AIRPORT NEAR THE SOUTHEAST
 RT0516'END OF THE RUNWAY.  IT IS A STANDARD NOS DISK SET IN THE TOP OF A
 RT0516'CONCRETE POST RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND AND STAMPED
 RT0516'3U6 B 1992.  THE STASTION IS 42.9 FT (13.1 M) WEST OF A PK NAIL AND
 RT0516'WASHER IN THE PAVEMENT AT THE NORTHWEST END OF THE HOLD BAR, 30.2 FT
 RT0516'(9.2 M) WEST OF THE WEST CORNER OF THE CONCRETE BASE OF TAXIWAY SIGN
 RT0516'31 AND 40.5 FT (12.3 M) NORTHEAST OF A TAXIWAY REFLECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0515 ***********************************************************************
 RT0515  DESIGNATION -  3U6 D
 RT0515  PID         -  RT0515
 RT0515  STATE/COUNTY-  MT/FALLON
 RT0515  USGS QUAD   -  BAKER (1981)
 RT0515
 RT0515                         *CURRENT SURVEY CONTROL
 RT0515  ___________________________________________________________________
 RT0515* NAD 83(1999)-  46 20 51.21745(N)    104 15 40.77157(W)     ADJUSTED  
 RT0515* NAVD 88     -       904.7    (meters)    2968.     (feet)  GPS OBS   
 RT0515  ___________________________________________________________________
 RT0515  X           -  -1,086,642.600 (meters)                     COMP
 RT0515  Y           -  -4,275,123.299 (meters)                     COMP
 RT0515  Z           -   4,592,643.122 (meters)                     COMP
 RT0515  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 RT0515  ELLIP HEIGHT-         889.12  (meters)          (06/13/02) GPS OBS
 RT0515  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 RT0515
 RT0515  HORZ ORDER  -  SECOND
 RT0515  ELLP ORDER  -  FOURTH    CLASS II
 RT0515
 RT0515.This mark is at Baker Municipal Airport (BHK)
 RT0515
 RT0515.The horizontal coordinates were established by GPS observations
 RT0515.and adjusted by the National Geodetic Survey in June 2002..
 RT0515.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RT0515.DATUM ITEM on the data sheet items page.
 RT0515
 RT0515.The orthometric height was determined by GPS observations and a
 RT0515.high-resolution geoid model.
 RT0515
 RT0515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RT0515
 RT0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0515
 RT0515.The ellipsoidal height was determined by GPS observations
 RT0515.and is referenced to NAD 83.
 RT0515
 RT0515.The geoid height was determined by GEOID03.
 RT0515
 RT0515;                    North         East     Units Scale Factor Converg.
 RT0515;SPC MT       -   246,564.898 1,002,738.279   MT  0.99945948   +3 49 55.6
 RT0515;SPC MT       -   808,939.95  3,289,823.75   iFT  0.99945948   +3 49 55.6
 RT0515;UTM  13      - 5,132,930.118   556,838.025   MT  0.99963971   +0 32 04.1
 RT0515
 RT0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0515!SPC MT       -   0.99986064  x   0.99945948  =   0.99932019
 RT0515!UTM  13      -   0.99986064  x   0.99963971  =   0.99950040
 RT0515
 RT0515                          SUPERSEDED SURVEY CONTROL
 RT0515
 RT0515  NAD 83(1992)-  46 20 51.21671(N)    104 15 40.77004(W) AD(       ) 2
 RT0515  ELLIP H (05/24/93)  889.25   (m)                       GP(       ) 4 2
 RT0515  NGVD 29 (12/14/93)  904.0    (m)         2966.     (f) GPS OBS        
 RT0515
 RT0515.Superseded values are not recommended for survey control.
 RT0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0515.See file dsdata.txt to determine how the superseded data were derived.
 RT0515
 RT0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM5683832930(NAD 83)
 RT0515_MARKER: DT = TOPOGRAPHIC STATION DISK
 RT0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0515_SP_SET: CONCRETE POST
 RT0515_STAMPING: 3U6 D 1992
 RT0515_MARK LOGO: NOS   
 RT0515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RT0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RT0515+SATELLITE: SATELLITE OBSERVATIONS - 1992
 RT0515
 RT0515  HISTORY     - Date     Condition        Report By
 RT0515  HISTORY     - 1992     MONUMENTED       NOS
 RT0515  HISTORY     - 19921231 GOOD             NGS
 RT0515
 RT0515                          STATION DESCRIPTION
 RT0515
 RT0515'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 RT0515'STATION IS LOCATED AT THE MID-PORTION OF THE BAKER MUNICIPAL AIRPORT
 RT0515'IN BAKER, MT.
 RT0515'TO REACH THE STATION FROM THE BAKER AIR SERVICE ENTRANCE TO THE
 RT0515'AIRPORT PROCEED EAST FOR 0.2 MI (0.32 KM) TO THE TAXIWAY RUNNING
 RT0515'PARALLEL WITH THE RUNWAY.  TURN SOUTHEAST ON THE TAXIWAY AND CONTINUE
 RT0515'FOR 0.6 MI (0.97 KM) TO THE STATION LOCATED WEST OF THE WEST EDGE OF
 RT0515'THE TAXIWAY ON THE PROJECTED CENTERLINE OF THE MIDFIELD CONNECTING
 RT0515'TAXIWAY LINKING THE PARALLEL TAXIWAY AND RUNWAY.
 RT0515'IT IS 104.9 FT (31.97 M) SW OF THE SW EDGE OF THE PARALLEL TAXIWAY,
 RT0515'103.4 FT (31.52 M) W OF THE FIRST TAXIWAY REFLECTOR SE OF THE
 RT0515'INTERSECTION OF TAXIWAYS AND 102.6 FT (31.27 M) SW OF THE FIRST
 RT0515'TAXIWAY REFLECTOR NW OF THE SAME INTERSECTION.
 RT0515'STATION IS RECESSED 0.1 FT (0.03 M) BELOW SURFACE.
 RT0515
 RT0515                          STATION RECOVERY (1992)
 RT0515
 RT0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RT0515'THE STATION IS LOCATED AT THE BAKER MUNI AIRPORT SW OF THE SW EDGE OF
 RT0515'THE PARALLEL TAXIWAY AND INLINE WITH THE EXTENDED CENTERLINE OF THE
 RT0515'MIDFIELD CONNECTING TAXIWAY.  THE STATION IS 104.9 FT (32.0 M) SW OF
 RT0515'THE SW EDGE OF THE PARALLEL TAXIWAY, 103.4 FT (31.5 M) W OF THE FIRST
 RT0515'TAXIWAY REFLECTOR SE OF THE INTERSECTION OF THE CONNECTING AND
 RT0515'PARALLEL TAXIWAY, AND 102.6 FT (31.3 M) SW OF THE FIRST TAXIWAY
 RT0515'REFLECTOR NW OF THE ABOVE MENTIONED INTERSECTION.  THE STATION IS A
 RT0515'STANDARD NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT .1 FT (3.0 CM)
 RT0515'BELOW THE SURFACE AND STAMPED 3U6 D 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0018 ***********************************************************************
 QW0018  DESIGNATION -  4
 QW0018  PID         -  QW0018
 QW0018  STATE/COUNTY-  MT/YELLOWSTONE
 QW0018  USGS QUAD   -  HUNTLEY (1975)
 QW0018
 QW0018                         *CURRENT SURVEY CONTROL
 QW0018  ___________________________________________________________________
 QW0018* NAD 83(1986)-  45 53 29.     (N)    108 18 45.     (W)     SCALED    
 QW0018* NAVD 88     -       922.281  (meters)    3025.85   (feet)  POSTED    
 QW0018  ___________________________________________________________________
 QW0018  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 QW0018  DYNAMIC HT  -         922.110 (meters)    3025.29  (feet)  COMP
 QW0018  MODELED GRAV-     980,395.2   (mgal)                       NAVD 88
 QW0018
 QW0018  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 QW0018
 QW0018.The horizontal coordinates were scaled from a topographic map and have
 QW0018.an estimated accuracy of +/- 6 seconds.
 QW0018
 QW0018.The orthometric height was determined by differential leveling
 QW0018.and adjusted by the National Geodetic Survey in 1992..
 QW0018.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 QW0018.rate of 3.1 thru 4.0 mm/km.
 QW0018
 QW0018.The geoid height was determined by GEOID03.
 QW0018
 QW0018.The dynamic height is computed by dividing the NAVD 88
 QW0018.geopotential number by the normal gravity value computed on the
 QW0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0018.degrees latitude (g = 980.6199 gals.).
 QW0018
 QW0018.The modeled gravity was interpolated from observed gravity values.
 QW0018
 QW0018;                    North         East    Units  Estimated Accuracy
 QW0018;SPC MT       -   183,110.      692,130.      MT  (+/- 180 meters Scaled)
 QW0018
 QW0018                          SUPERSEDED SURVEY CONTROL
 QW0018
 QW0018  NGVD 29 (??/??/92)  921.551  (m)         3023.46   (f) ADJ UNCH    1 2
 QW0018
 QW0018.Superseded values are not recommended for survey control.
 QW0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0018.See file dsdata.txt to determine how the superseded data were derived.
 QW0018
 QW0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR085854(NAD 83)
 QW0018_MARKER: P = PIPE CAP
 QW0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0018
 QW0018  HISTORY     - Date     Condition        Report By
 QW0018  HISTORY     - UNK      MONUMENTED       BOR
 QW0018  HISTORY     - 1934     MARK NOT FOUND   NGS
 QW0018
 QW0018                          STATION DESCRIPTION
 QW0018
 QW0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QW0018'IN HUNTLEY.
 QW0018'AT HUNTLEY, YELLOWSTONE COUNTY, 78 FEET SOUTH OF THE FORMER MAIN
 QW0018'OFFICE BUILDING OF THE U.S. RECLAMATION SERVICE, AND 3 FEET FROM THE
 QW0018'NORTHERN PACIFIC RAILWAY RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0149 ***********************************************************************
 RW0149  DESIGNATION -  4
 RW0149  PID         -  RW0149
 RW0149  STATE/COUNTY-  MT/MEAGHER
 RW0149  USGS QUAD   -  WHITE SULPHUR SPRING (1995)
 RW0149
 RW0149                         *CURRENT SURVEY CONTROL
 RW0149  ___________________________________________________________________
 RW0149* NAD 83(1986)-  46 34 11.     (N)    110 56 53.     (W)     SCALED    
 RW0149* NAVD 88     -      1535.581  (meters)    5037.99   (feet)  ADJUSTED  
 RW0149  ___________________________________________________________________
 RW0149  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 RW0149  DYNAMIC HT  -        1535.168 (meters)    5036.63  (feet)  COMP
 RW0149  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 RW0149
 RW0149  VERT ORDER  -  SECOND    CLASS 0
 RW0149
 RW0149.The horizontal coordinates were scaled from a topographic map and have
 RW0149.an estimated accuracy of +/- 6 seconds.
 RW0149
 RW0149.The orthometric height was determined by differential leveling
 RW0149.and adjusted by the National Geodetic Survey in June 1991..
 RW0149
 RW0149.The geoid height was determined by GEOID03.
 RW0149
 RW0149.The dynamic height is computed by dividing the NAVD 88
 RW0149.geopotential number by the normal gravity value computed on the
 RW0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0149.degrees latitude (g = 980.6199 gals.).
 RW0149
 RW0149.The modeled gravity was interpolated from observed gravity values.
 RW0149
 RW0149;                    North         East    Units  Estimated Accuracy
 RW0149;SPC MT       -   258,800.      489,060.      MT  (+/- 180 meters Scaled)
 RW0149
 RW0149                          SUPERSEDED SURVEY CONTROL
 RW0149
 RW0149  NGVD 29 (??/??/92) 1534.493  (m)         5034.42   (f) ADJ UNCH    2 0
 RW0149
 RW0149.Superseded values are not recommended for survey control.
 RW0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0149.See file dsdata.txt to determine how the superseded data were derived.
 RW0149
 RW0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS039573(NAD 83)
 RW0149_MARKER: DD = SURVEY DISK
 RW0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0149_STAMPING: C W A 4
 RW0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0149+STABILITY: SURFACE MOTION
 RW0149
 RW0149  HISTORY     - Date     Condition        Report By
 RW0149  HISTORY     - UNK      MONUMENTED
 RW0149  HISTORY     - 1942     GOOD             NGS
 RW0149  HISTORY     - 1942     POOR             NGS
 RW0149
 RW0149                          STATION DESCRIPTION
 RW0149
 RW0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RW0149'3.2 MI NW FROM WHITE SULPHUR SPRINGS.
 RW0149'3.2 MILES NORTHWEST ALONG THE FORT LOGAN ROAD FROM WHITE SULPHUR
 RW0149'SPRINGS, MEAGHER COUNTY, AT A CURVE LEADING WEST AND 40 FEET EAST OF
 RW0149'THE CENTERLINE OF THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE
 RW0149'TOP OF A CONCRETE POST.  NOTE-- TOP OF CONCRETE POSTS CHIPPED AROUND
 RW0149'EDGES.  DISK UNDISTURBED IN CONCRETE BUT PARTIALLY DEFACED.
 RW0149
 RW0149                          STATION RECOVERY (1942)
 RW0149
 RW0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 RW0149'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0520 ***********************************************************************
 SU0520  DESIGNATION -  4
 SU0520  PID         -  SU0520
 SU0520  STATE/COUNTY-  MT/MINERAL
 SU0520  USGS QUAD   -  SALTESE (1988)
 SU0520
 SU0520                         *CURRENT SURVEY CONTROL
 SU0520  ___________________________________________________________________
 SU0520* NAD 83(1986)-  47 25 10.     (N)    115 36 22.     (W)     SCALED    
 SU0520* NAVD 88     -      1112.420  (meters)    3649.66   (feet)  ADJUSTED  
 SU0520  ___________________________________________________________________
 SU0520  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 SU0520  DYNAMIC HT  -        1112.303 (meters)    3649.28  (feet)  COMP
 SU0520  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 SU0520
 SU0520  VERT ORDER  -  SECOND    CLASS 0
 SU0520
 SU0520.The horizontal coordinates were scaled from a topographic map and have
 SU0520.an estimated accuracy of +/- 6 seconds.
 SU0520
 SU0520.The orthometric height was determined by differential leveling
 SU0520.and adjusted by the National Geodetic Survey in June 1991..
 SU0520
 SU0520.The geoid height was determined by GEOID03.
 SU0520
 SU0520.The dynamic height is computed by dividing the NAVD 88
 SU0520.geopotential number by the normal gravity value computed on the
 SU0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0520.degrees latitude (g = 980.6199 gals.).
 SU0520
 SU0520.The modeled gravity was interpolated from observed gravity values.
 SU0520
 SU0520;                    North         East    Units  Estimated Accuracy
 SU0520;SPC MT       -   370,120.      139,980.      MT  (+/- 180 meters Scaled)
 SU0520
 SU0520                          SUPERSEDED SURVEY CONTROL
 SU0520
 SU0520  NGVD 29 (??/??/92) 1111.201  (m)         3645.67   (f) ADJ UNCH    2 0
 SU0520
 SU0520.Superseded values are not recommended for survey control.
 SU0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0520.See file dsdata.txt to determine how the superseded data were derived.
 SU0520
 SU0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN051527(NAD 83)
 SU0520_MARKER: P = PIPE CAP
 SU0520_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0520_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0520_STAMPING: 4 1911 3648
 SU0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0520
 SU0520  HISTORY     - Date     Condition        Report By
 SU0520  HISTORY     - 1911     MONUMENTED       USGS
 SU0520  HISTORY     - 1935     GOOD             NGS
 SU0520
 SU0520                          STATION DESCRIPTION
 SU0520
 SU0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SU0520'0.6 MI W FROM TAFT.
 SU0520'0.6 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE TAFT HOTEL
 SU0520'AT TAFT, MINERAL COUNTY, 0.4 MILE EAST OF THE CROSSING OF U.S. HIGHWAY
 SU0520'10, 0.1 MILE WEST OF MILEPOST 29, 150 FEET SOUTHEAST OF A FOREST
 SU0520'SERVICE HOUSE, 90 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 66 FEET
 SU0520'EAST OF A SECTION MOTORCAR HOUSE, 60 FEET NORTH OF ST. REGIS RIVER, 36
 SU0520'FEET NORTH OF THE CENTERLINE OF THE TRACK, 27 FEET NORTHWEST OF
 SU0520'TELEPHONE POLE 210, AND ABOUT 1 FOOT ABOVE THE GROUND. A UNITED STATES
 SU0520'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0400 ***********************************************************************
 TN0400  DESIGNATION -  4
 TN0400  PID         -  TN0400
 TN0400  STATE/COUNTY-  MT/SANDERS
 TN0400  USGS QUAD   -  SMEADS BENCH (1983)
 TN0400
 TN0400                         *CURRENT SURVEY CONTROL
 TN0400  ___________________________________________________________________
 TN0400* NAD 83(1986)-  48 00 32.     (N)    115 47 43.     (W)     SCALED    
 TN0400* NAVD 88     -       669.958  (meters)    2198.02   (feet)  ADJUSTED  
 TN0400  ___________________________________________________________________
 TN0400  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 TN0400  DYNAMIC HT  -         669.976 (meters)    2198.08  (feet)  COMP
 TN0400  MODELED GRAV-     980,617.5   (mgal)                       NAVD 88
 TN0400
 TN0400  VERT ORDER  -  FIRST     CLASS II
 TN0400
 TN0400.The horizontal coordinates were scaled from a topographic map and have
 TN0400.an estimated accuracy of +/- 6 seconds.
 TN0400
 TN0400.The orthometric height was determined by differential leveling
 TN0400.and adjusted by the National Geodetic Survey in June 1991..
 TN0400.WARNING-Repeat measurements at this control monument indicate possible
 TN0400.vertical movement.
 TN0400
 TN0400.The geoid height was determined by GEOID03.
 TN0400
 TN0400.The dynamic height is computed by dividing the NAVD 88
 TN0400.geopotential number by the normal gravity value computed on the
 TN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0400.degrees latitude (g = 980.6199 gals.).
 TN0400
 TN0400.The modeled gravity was interpolated from observed gravity values.
 TN0400
 TN0400;                    North         East    Units  Estimated Accuracy
 TN0400;SPC MT       -   436,540.      131,010.      MT  (+/- 180 meters Scaled)
 TN0400
 TN0400                          SUPERSEDED SURVEY CONTROL
 TN0400
 TN0400  NGVD 29 (??/??/92)  668.775  (m)         2194.14   (f) ADJ UNCH    1 2
 TN0400
 TN0400.Superseded values are not recommended for survey control.
 TN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0400.See file dsdata.txt to determine how the superseded data were derived.
 TN0400
 TN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP898179(NAD 83)
 TN0400_MARKER: DD = SURVEY DISK
 TN0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0400_PROJECTION: PROJECTING 6 CENTIMETERS
 TN0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0400+STABILITY: SURFACE MOTION
 TN0400
 TN0400  HISTORY     - Date     Condition        Report By
 TN0400  HISTORY     - UNK      MONUMENTED       BPR
 TN0400  HISTORY     - 1959     GOOD             NGS
 TN0400  HISTORY     - 1980     GOOD             NGS
 TN0400
 TN0400                          STATION DESCRIPTION
 TN0400
 TN0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TN0400'2.65 MI NW FROM NOXON.
 TN0400'ABOUT 0.55 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TN0400'ABANDONED STATION AT NOXON, THENCE 0.4 MILE NORTH ALONG AN ASPHALT
 TN0400'ROAD, THENCE 1.7 MILES WEST ALONG U. S. HIGHWAY 10 A, 0.1 MILE WEST OF
 TN0400'THE ENTRANCE TO MONTANA STATE HIGHWAY DEPARTMENT MAINTAINANCE YARD, 41
 TN0400'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 79.95 FEET SOUTH AND
 TN0400'ACROSS THE HIGHWAY FROM BM 3 (USBPR), 91 FEET WEST OF THE CENTER LINE
 TN0400'OF A DIRT TRACK ROAD LEADING SOUTH, 1.3 FEET SOUTH OF A WITNESS POST,
 TN0400'0.1 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 TN0400'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TN0400
 TN0400                          STATION RECOVERY (1980)
 TN0400
 TN0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0400'26.4 KILOMETERS (16.4 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TN0400'THE POST OFFICE IN TROUT CREEK, 0.5 KILOMETER (0.3 MILE) NORTHWEST
 TN0400'OF HIGHWAY MILEPOST 14, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF THE
 TN0400'ENTRANCE TO A HIGHWAY MAINTENANCE YARD, 12.35 METERS (40.5 FEET)
 TN0400'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.7 METERS (91.0 FEET)
 TN0400'NORTHWEST OF THE CENTERLINE OF A DIRT TRACK ROAD LEADING SOUTHWEST,
 TN0400'34.1 METERS (145 FEET) SOUTH AND ACROSS THE HIGHWAY FROM A TELEPHONE
 TN0400'CABLE BOX SS, 27.1 METERS (89.0 FEET) NORTH OF A 12-INCH DIAMETER
 TN0400'LONE DOUGLAS FIR TREE, 24.3 METERS (80.0 FEET) SOUTHWEST ACROSS THE
 TN0400'HIGHWAY FROM BENCH MARK 3 BPR, 11.45 METERS (37.6 FEET)
 TN0400'NORTHEAST OF HIGHWAY SURVEY STATION MARKER NUMBER 90.
 TN0400'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 TN0400'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0080 ***********************************************************************
 QY0080  DESIGNATION -  4 1
 QY0080  PID         -  QY0080
 QY0080  STATE/COUNTY-  MT/MADISON
 QY0080  USGS QUAD   -  SHERIDAN (1963)
 QY0080
 QY0080                         *CURRENT SURVEY CONTROL
 QY0080  ___________________________________________________________________
 QY0080* NAD 83(1986)-  45 26 12.     (N)    112 11 31.     (W)     SCALED    
 QY0080* NAVD 88     -      1542.879  (meters)    5061.93   (feet)  ADJUSTED  
 QY0080  ___________________________________________________________________
 QY0080  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 QY0080  DYNAMIC HT  -        1542.267 (meters)    5059.92  (feet)  COMP
 QY0080  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 QY0080
 QY0080  VERT ORDER  -  SECOND    CLASS 0
 QY0080
 QY0080.The horizontal coordinates were scaled from a topographic map and have
 QY0080.an estimated accuracy of +/- 6 seconds.
 QY0080
 QY0080.The orthometric height was determined by differential leveling
 QY0080.and adjusted by the National Geodetic Survey in June 1991..
 QY0080
 QY0080.The geoid height was determined by GEOID03.
 QY0080
 QY0080.The dynamic height is computed by dividing the NAVD 88
 QY0080.geopotential number by the normal gravity value computed on the
 QY0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0080.degrees latitude (g = 980.6199 gals.).
 QY0080
 QY0080.The modeled gravity was interpolated from observed gravity values.
 QY0080
 QY0080;                    North         East    Units  Estimated Accuracy
 QY0080;SPC MT       -   135,510.      389,460.      MT  (+/- 180 meters Scaled)
 QY0080
 QY0080                          SUPERSEDED SURVEY CONTROL
 QY0080
 QY0080  NGVD 29 (??/??/92) 1541.714  (m)         5058.11   (f) ADJ UNCH    2 0
 QY0080
 QY0080.Superseded values are not recommended for survey control.
 QY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0080.See file dsdata.txt to determine how the superseded data were derived.
 QY0080
 QY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR067321(NAD 83)
 QY0080_MARKER: DD = SURVEY DISK
 QY0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0080_STAMPING: 4 1
 QY0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0080+STABILITY: SURFACE MOTION
 QY0080
 QY0080  HISTORY     - Date     Condition        Report By
 QY0080  HISTORY     - UNK      MONUMENTED       MTGS
 QY0080  HISTORY     - 1934     GOOD             NGS
 QY0080
 QY0080                          STATION DESCRIPTION
 QY0080
 QY0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0080'1.1 MI SE FROM SHERIDAN.
 QY0080'1.1 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM SHERIDAN,
 QY0080'AT BRIDGE 36, 170 YARDS WEST OF A YARD LIMIT SIGN, AND 112 FEET NORTH
 QY0080'OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 QY0080'4 1 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0081 ***********************************************************************
 QY0081  DESIGNATION -  4 2
 QY0081  PID         -  QY0081
 QY0081  STATE/COUNTY-  MT/MADISON
 QY0081  USGS QUAD   -  SHERIDAN (1963)
 QY0081
 QY0081                         *CURRENT SURVEY CONTROL
 QY0081  ___________________________________________________________________
 QY0081* NAD 83(1986)-  45 25 27.     (N)    112 10 54.     (W)     SCALED    
 QY0081* NAVD 88     -      1539.892  (meters)    5052.13   (feet)  ADJUSTED  
 QY0081  ___________________________________________________________________
 QY0081  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 QY0081  DYNAMIC HT  -        1539.288 (meters)    5050.15  (feet)  COMP
 QY0081  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 QY0081
 QY0081  VERT ORDER  -  SECOND    CLASS 0
 QY0081
 QY0081.The horizontal coordinates were scaled from a topographic map and have
 QY0081.an estimated accuracy of +/- 6 seconds.
 QY0081
 QY0081.The orthometric height was determined by differential leveling
 QY0081.and adjusted by the National Geodetic Survey in June 1991..
 QY0081
 QY0081.The geoid height was determined by GEOID03.
 QY0081
 QY0081.The dynamic height is computed by dividing the NAVD 88
 QY0081.geopotential number by the normal gravity value computed on the
 QY0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0081.degrees latitude (g = 980.6199 gals.).
 QY0081
 QY0081.The modeled gravity was interpolated from observed gravity values.
 QY0081
 QY0081;                    North         East    Units  Estimated Accuracy
 QY0081;SPC MT       -   134,090.      390,210.      MT  (+/- 180 meters Scaled)
 QY0081
 QY0081                          SUPERSEDED SURVEY CONTROL
 QY0081
 QY0081  NGVD 29 (??/??/92) 1538.735  (m)         5048.33   (f) ADJ UNCH    2 0
 QY0081
 QY0081.Superseded values are not recommended for survey control.
 QY0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0081.See file dsdata.txt to determine how the superseded data were derived.
 QY0081
 QY0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR075307(NAD 83)
 QY0081_MARKER: DD = SURVEY DISK
 QY0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0081_STAMPING: 4 2
 QY0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0081+STABILITY: SURFACE MOTION
 QY0081
 QY0081  HISTORY     - Date     Condition        Report By
 QY0081  HISTORY     - UNK      MONUMENTED       MTGS
 QY0081  HISTORY     - 1934     GOOD             NGS
 QY0081
 QY0081                          STATION DESCRIPTION
 QY0081
 QY0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0081'2.1 MI SE FROM SHERIDAN.
 QY0081'2.1 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM SHERIDAN,
 QY0081'ABOUT 100 YARDS SOUTHEAST OF THE NORTHWEST END OF A CUT, AT THE TOP OF
 QY0081'A SMALL HILL, AND 109 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. A
 QY0081'STATE SURVEY STANDARD DISK, STAMPED 4 2 AND SET IN THE TOP OF A
 QY0081'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0077 ***********************************************************************
 QY0077  DESIGNATION -  4 25
 QY0077  PID         -  QY0077
 QY0077  STATE/COUNTY-  MT/MADISON
 QY0077  USGS QUAD   -  SHERIDAN (1963)
 QY0077
 QY0077                         *CURRENT SURVEY CONTROL
 QY0077  ___________________________________________________________________
 QY0077* NAD 83(1986)-  45 29 01.     (N)    112 14 33.     (W)     SCALED    
 QY0077* NAVD 88     -      1501.119  (meters)    4924.92   (feet)  ADJUSTED  
 QY0077  ___________________________________________________________________
 QY0077  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 QY0077  DYNAMIC HT  -        1500.524 (meters)    4922.97  (feet)  COMP
 QY0077  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 QY0077
 QY0077  VERT ORDER  -  SECOND    CLASS 0
 QY0077
 QY0077.The horizontal coordinates were scaled from a topographic map and have
 QY0077.an estimated accuracy of +/- 6 seconds.
 QY0077
 QY0077.The orthometric height was determined by differential leveling
 QY0077.and adjusted by the National Geodetic Survey in June 1991..
 QY0077
 QY0077.The geoid height was determined by GEOID03.
 QY0077
 QY0077.The dynamic height is computed by dividing the NAVD 88
 QY0077.geopotential number by the normal gravity value computed on the
 QY0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0077.degrees latitude (g = 980.6199 gals.).
 QY0077
 QY0077.The modeled gravity was interpolated from observed gravity values.
 QY0077
 QY0077;                    North         East    Units  Estimated Accuracy
 QY0077;SPC MT       -   140,860.      385,690.      MT  (+/- 180 meters Scaled)
 QY0077
 QY0077                          SUPERSEDED SURVEY CONTROL
 QY0077
 QY0077  NGVD 29 (??/??/92) 1499.949  (m)         4921.08   (f) ADJ UNCH    2 0
 QY0077
 QY0077.Superseded values are not recommended for survey control.
 QY0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0077.See file dsdata.txt to determine how the superseded data were derived.
 QY0077
 QY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR028374(NAD 83)
 QY0077_MARKER: DB = BENCH MARK DISK
 QY0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0077_STAMPING: 4 25
 QY0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0077+STABILITY: SURFACE MOTION
 QY0077
 QY0077  HISTORY     - Date     Condition        Report By
 QY0077  HISTORY     - UNK      MONUMENTED       MTGS
 QY0077  HISTORY     - 1934     GOOD             NGS
 QY0077
 QY0077                          STATION DESCRIPTION
 QY0077
 QY0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0077'3.1 MI NW FROM SHERIDAN.
 QY0077'3.1 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM SHERIDAN,
 QY0077'AT A ROAD CROSSING, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 QY0077'AND 25 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY
 QY0077'STANDARD DISK, STAMPED 4 25 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0060 ***********************************************************************
 QY0060  DESIGNATION -  4 27
 QY0060  PID         -  QY0060
 QY0060  STATE/COUNTY-  MT/MADISON
 QY0060  USGS QUAD   -  TWIN BRIDGES (1989)
 QY0060
 QY0060                         *CURRENT SURVEY CONTROL
 QY0060  ___________________________________________________________________
 QY0060* NAD 83(1986)-  45 32 56.     (N)    112 19 39.     (W)     SCALED    
 QY0060* NAVD 88     -      1411.046  (meters)    4629.41   (feet)  ADJUSTED  
 QY0060  ___________________________________________________________________
 QY0060  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 QY0060  DYNAMIC HT  -        1410.519 (meters)    4627.68  (feet)  COMP
 QY0060  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 QY0060
 QY0060  VERT ORDER  -  SECOND    CLASS 0
 QY0060
 QY0060.The horizontal coordinates were scaled from a topographic map and have
 QY0060.an estimated accuracy of +/- 6 seconds.
 QY0060
 QY0060.The orthometric height was determined by differential leveling
 QY0060.and adjusted by the National Geodetic Survey in June 1991..
 QY0060
 QY0060.The geoid height was determined by GEOID03.
 QY0060
 QY0060.The dynamic height is computed by dividing the NAVD 88
 QY0060.geopotential number by the normal gravity value computed on the
 QY0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0060.degrees latitude (g = 980.6199 gals.).
 QY0060
 QY0060.The modeled gravity was interpolated from observed gravity values.
 QY0060
 QY0060;                    North         East    Units  Estimated Accuracy
 QY0060;SPC MT       -   148,340.      379,310.      MT  (+/- 180 meters Scaled)
 QY0060
 QY0060                          SUPERSEDED SURVEY CONTROL
 QY0060
 QY0060  NGVD 29 (??/??/92) 1409.905  (m)         4625.66   (f) ADJ UNCH    2 0
 QY0060
 QY0060.Superseded values are not recommended for survey control.
 QY0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0060.See file dsdata.txt to determine how the superseded data were derived.
 QY0060
 QY0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR963447(NAD 83)
 QY0060_MARKER: DB = BENCH MARK DISK
 QY0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0060_STAMPING: 4 27 1934
 QY0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0060+STABILITY: SURFACE MOTION
 QY0060
 QY0060  HISTORY     - Date     Condition        Report By
 QY0060  HISTORY     - 1934     MONUMENTED       MTGS
 QY0060  HISTORY     - 1960     GOOD             NGS
 QY0060  HISTORY     - 19871008 GOOD             USPSQD
 QY0060
 QY0060                          STATION DESCRIPTION
 QY0060
 QY0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QY0060'0.35 MI N FROM TWIN BRIDGES.
 QY0060'0.35 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM TWIN
 QY0060'BRIDGES, 450 FEET NORTH OF A ROAD CROSSING, 50 FEET WEST OF THE TRACK,
 QY0060'AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 QY0060'DISK, STAMPED 4 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QY0060
 QY0060                          STATION RECOVERY (1987)
 QY0060
 QY0060'RECOVERY NOTE BY US POWER SQUADRON 1987 (DJW)
 QY0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0086 ***********************************************************************
 QY0086  DESIGNATION -  4 29
 QY0086  PID         -  QY0086
 QY0086  STATE/COUNTY-  MT/MADISON
 QY0086  USGS QUAD   -  ALDER (1963)
 QY0086
 QY0086                         *CURRENT SURVEY CONTROL
 QY0086  ___________________________________________________________________
 QY0086* NAD 83(1986)-  45 19 38.     (N)    112 06 34.     (W)     SCALED    
 QY0086* NAVD 88     -      1558.158  (meters)    5112.06   (feet)  ADJUSTED  
 QY0086  ___________________________________________________________________
 QY0086  GEOID HEIGHT-         -10.53  (meters)                     GEOID03
 QY0086  DYNAMIC HT  -        1557.527 (meters)    5109.99  (feet)  COMP
 QY0086  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 QY0086
 QY0086  VERT ORDER  -  SECOND    CLASS 0
 QY0086
 QY0086.The horizontal coordinates were scaled from a topographic map and have
 QY0086.an estimated accuracy of +/- 6 seconds.
 QY0086
 QY0086.The orthometric height was determined by differential leveling
 QY0086.and adjusted by the National Geodetic Survey in June 1991..
 QY0086
 QY0086.The geoid height was determined by GEOID03.
 QY0086
 QY0086.The dynamic height is computed by dividing the NAVD 88
 QY0086.geopotential number by the normal gravity value computed on the
 QY0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0086.degrees latitude (g = 980.6199 gals.).
 QY0086
 QY0086.The modeled gravity was interpolated from observed gravity values.
 QY0086
 QY0086;                    North         East    Units  Estimated Accuracy
 QY0086;SPC MT       -   123,130.      395,500.      MT  (+/- 180 meters Scaled)
 QY0086
 QY0086                          SUPERSEDED SURVEY CONTROL
 QY0086
 QY0086  NGVD 29 (??/??/92) 1556.988  (m)         5108.22   (f) ADJ UNCH    2 0
 QY0086
 QY0086.Superseded values are not recommended for survey control.
 QY0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0086.See file dsdata.txt to determine how the superseded data were derived.
 QY0086
 QY0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR130199(NAD 83)
 QY0086_MARKER: DD = SURVEY DISK
 QY0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0086_STAMPING: 4 29
 QY0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0086+STABILITY: SURFACE MOTION
 QY0086
 QY0086  HISTORY     - Date     Condition        Report By
 QY0086  HISTORY     - UNK      MONUMENTED       MTGS
 QY0086  HISTORY     - 1934     GOOD             NGS
 QY0086
 QY0086                          STATION DESCRIPTION
 QY0086
 QY0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0086'IN ALDER.
 QY0086'AT ALDER, ABOUT 280 YARDS NORTHWEST OF THE NORTHERN PACIFIC RAILWAY
 QY0086'STATION, 143 FEET NORTHWEST OF A SPEEDER SHED, AND 45 FEET SOUTHWEST
 QY0086'OF THE CENTERLINE OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK,
 QY0086'STAMPED 4 29 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0068 ***********************************************************************
 QY0068  DESIGNATION -  4 34
 QY0068  PID         -  QY0068
 QY0068  STATE/COUNTY-  MT/MADISON
 QY0068  USGS QUAD   -  WATERLOO (1996)
 QY0068
 QY0068                         *CURRENT SURVEY CONTROL
 QY0068  ___________________________________________________________________
 QY0068* NAD 83(1986)-  45 43 21.     (N)    112 11 34.     (W)     SCALED    
 QY0068* NAVD 88     -      1360.358  (meters)    4463.11   (feet)  ADJUSTED  
 QY0068  ___________________________________________________________________
 QY0068  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 QY0068  DYNAMIC HT  -        1359.881 (meters)    4461.54  (feet)  COMP
 QY0068  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 QY0068
 QY0068  VERT ORDER  -  SECOND    CLASS 0
 QY0068
 QY0068.The horizontal coordinates were scaled from a topographic map and have
 QY0068.an estimated accuracy of +/- 6 seconds.
 QY0068
 QY0068.The orthometric height was determined by differential leveling
 QY0068.and adjusted by the National Geodetic Survey in June 1991..
 QY0068
 QY0068.The geoid height was determined by GEOID03.
 QY0068
 QY0068.The dynamic height is computed by dividing the NAVD 88
 QY0068.geopotential number by the normal gravity value computed on the
 QY0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0068.degrees latitude (g = 980.6199 gals.).
 QY0068
 QY0068.The modeled gravity was interpolated from observed gravity values.
 QY0068
 QY0068;                    North         East    Units  Estimated Accuracy
 QY0068;SPC MT       -   167,250.      390,480.      MT  (+/- 180 meters Scaled)
 QY0068
 QY0068                          SUPERSEDED SURVEY CONTROL
 QY0068
 QY0068  NGVD 29 (??/??/92) 1359.223  (m)         4459.38   (f) ADJ UNCH    2 0
 QY0068
 QY0068.Superseded values are not recommended for survey control.
 QY0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0068.See file dsdata.txt to determine how the superseded data were derived.
 QY0068
 QY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR071639(NAD 83)
 QY0068_MARKER: DB = BENCH MARK DISK
 QY0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0068_STAMPING: 4 34 1934
 QY0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0068+STABILITY: SURFACE MOTION
 QY0068
 QY0068  HISTORY     - Date     Condition        Report By
 QY0068  HISTORY     - 1934     MONUMENTED       CGS
 QY0068  HISTORY     - 19870602 MARK NOT FOUND   USPSQD
 QY0068
 QY0068                          STATION DESCRIPTION
 QY0068
 QY0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0068'IN WATERLOO.
 QY0068'AT WATERLOO, ON THE NORTHERN PACIFIC RAILWAY, 100 YARDS NORTH OF THE
 QY0068'STATION, AND 30 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STATE
 QY0068'SURVEY STANDARD DISK, STAMPED 4 34 1934 AND SET IN THE TOP OF A
 QY0068'CONCRETE POST.
 QY0068
 QY0068                          STATION RECOVERY (1987)
 QY0068
 QY0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGH)
 QY0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0442 ***********************************************************************
 ST0442  DESIGNATION -  4 B
 ST0442  PID         -  ST0442
 ST0442  STATE/COUNTY-  MT/MISSOULA
 ST0442  USGS QUAD   -  CYGNET LAKE (1994)
 ST0442
 ST0442                         *CURRENT SURVEY CONTROL
 ST0442  ___________________________________________________________________
 ST0442* NAD 83(1986)-  47 27 12.     (N)    113 39 43.     (W)     SCALED    
 ST0442* NAVD 88     -      1202.669  (meters)    3945.76   (feet)  ADJUSTED  
 ST0442  ___________________________________________________________________
 ST0442  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 ST0442  DYNAMIC HT  -        1202.503 (meters)    3945.21  (feet)  COMP
 ST0442  MODELED GRAV-     980,433.6   (mgal)                       NAVD 88
 ST0442
 ST0442  VERT ORDER  -  SECOND    CLASS 0
 ST0442
 ST0442.The horizontal coordinates were scaled from a topographic map and have
 ST0442.an estimated accuracy of +/- 6 seconds.
 ST0442
 ST0442.The orthometric height was determined by differential leveling
 ST0442.and adjusted by the National Geodetic Survey in June 1991..
 ST0442
 ST0442.The geoid height was determined by GEOID03.
 ST0442
 ST0442.The dynamic height is computed by dividing the NAVD 88
 ST0442.geopotential number by the normal gravity value computed on the
 ST0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0442.degrees latitude (g = 980.6199 gals.).
 ST0442
 ST0442.The modeled gravity was interpolated from observed gravity values.
 ST0442
 ST0442;                    North         East    Units  Estimated Accuracy
 ST0442;SPC MT       -   364,280.      286,480.      MT  (+/- 180 meters Scaled)
 ST0442
 ST0442                          SUPERSEDED SURVEY CONTROL
 ST0442
 ST0442  NGVD 29 (??/??/92) 1201.516  (m)         3941.97   (f) ADJ UNCH    2 0
 ST0442
 ST0442.Superseded values are not recommended for survey control.
 ST0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0442.See file dsdata.txt to determine how the superseded data were derived.
 ST0442
 ST0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT993589(NAD 83)
 ST0442_MARKER: DD = SURVEY DISK
 ST0442_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ST0442_SP_SET: UNSP. ROCK
 ST0442_STAMPING: 4 B 1934
 ST0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0442
 ST0442  HISTORY     - Date     Condition        Report By
 ST0442  HISTORY     - 1934     MONUMENTED       USGS
 ST0442
 ST0442                          STATION DESCRIPTION
 ST0442
 ST0442'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 ST0442'4.8 MI S FROM RUMBLE CREEK.
 ST0442'4.8 MILES SOUTH ALONG STATE HIGHWAY 31 FROM RUMBEL CREEK, MISSOULA
 ST0442'COUNTY, 2.0 MILES NORTH OF THE JUNCTION OF THE ROAD LEADING TO HOLLAND
 ST0442'LAKE, 290 FEET NORTH OF THE DRIVEWAY LEADING TO THE R.W. WILHELM
 ST0442'RANCH, ON THE EAST EDGE OF THE HIGHWAY, AND IN THE TOP OF A ROCK. A
 ST0442'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4 D 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0060 ***********************************************************************
 SR0060  DESIGNATION -  4 BOLT
 SR0060  PID         -  SR0060
 SR0060  STATE/COUNTY-  MT/PHILLIPS
 SR0060  USGS QUAD   -  CHAIN BUTTES (1965)
 SR0060
 SR0060                         *CURRENT SURVEY CONTROL
 SR0060  ___________________________________________________________________
 SR0060* NAD 83(1986)-  47 35 44.     (N)    108 02 02.     (W)     SCALED    
 SR0060* NAVD 88     -       676.474  (meters)    2219.40   (feet)  ADJUSTED  
 SR0060  ___________________________________________________________________
 SR0060  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SR0060  DYNAMIC HT  -         676.487 (meters)    2219.44  (feet)  COMP
 SR0060  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
 SR0060
 SR0060  VERT ORDER  -  SECOND    CLASS 0
 SR0060
 SR0060.The horizontal coordinates were scaled from a topographic map and have
 SR0060.an estimated accuracy of +/- 6 seconds.
 SR0060
 SR0060.The orthometric height was determined by differential leveling
 SR0060.and adjusted by the National Geodetic Survey in June 1991..
 SR0060
 SR0060.The geoid height was determined by GEOID03.
 SR0060
 SR0060.The dynamic height is computed by dividing the NAVD 88
 SR0060.geopotential number by the normal gravity value computed on the
 SR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0060.degrees latitude (g = 980.6199 gals.).
 SR0060
 SR0060.The modeled gravity was interpolated from observed gravity values.
 SR0060
 SR0060;                    North         East    Units  Estimated Accuracy
 SR0060;SPC MT       -   372,780.      710,190.      MT  (+/- 180 meters Scaled)
 SR0060
 SR0060                          SUPERSEDED SURVEY CONTROL
 SR0060
 SR0060  NGVD 29 (??/??/92)  675.731  (m)         2216.96   (f) ADJ UNCH    2 0
 SR0060
 SR0060.Superseded values are not recommended for survey control.
 SR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0060.See file dsdata.txt to determine how the superseded data were derived.
 SR0060
 SR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT229756(NAD 83)
 SR0060_MARKER: B = BOLT
 SR0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SR0060_SP_SET: CONCRETE SLAB
 SR0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0060
 SR0060  HISTORY     - Date     Condition        Report By
 SR0060  HISTORY     - UNK      MONUMENTED       MORC
 SR0060  HISTORY     - 1935     GOOD             NGS
 SR0060  HISTORY     - 1965     MARK NOT FOUND   USGS
 SR0060
 SR0060                          STATION DESCRIPTION
 SR0060
 SR0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SR0060'13.1 MI W FROM LEGG.
 SR0060'13.1 MILES WEST ALONG THE WILDER ROAD FROM LEGG, PHILLIPS COUNTY, 0.8
 SR0060'MILE NORTHEAST OF A FARMHOUSE, AND 78 FEET SOUTH OF THE CNETERLINE OF
 SR0060'THE ROAD.
 SR0060
 SR0060                          STATION RECOVERY (1965)
 SR0060
 SR0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SR0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0059 ***********************************************************************
 SR0059  DESIGNATION -  4 CAP
 SR0059  PID         -  SR0059
 SR0059  STATE/COUNTY-  MT/PHILLIPS
 SR0059  USGS QUAD   -  CHAIN BUTTES (1965)
 SR0059
 SR0059                         *CURRENT SURVEY CONTROL
 SR0059  ___________________________________________________________________
 SR0059* NAD 83(1986)-  47 35 43.     (N)    108 02 02.     (W)     SCALED    
 SR0059* NAVD 88     -       677.713  (meters)    2223.46   (feet)  ADJUSTED  
 SR0059  ___________________________________________________________________
 SR0059  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SR0059  DYNAMIC HT  -         677.727 (meters)    2223.51  (feet)  COMP
 SR0059  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
 SR0059
 SR0059  VERT ORDER  -  SECOND    CLASS 0
 SR0059
 SR0059.The horizontal coordinates were scaled from a topographic map and have
 SR0059.an estimated accuracy of +/- 6 seconds.
 SR0059
 SR0059.The orthometric height was determined by differential leveling
 SR0059.and adjusted by the National Geodetic Survey in June 1991..
 SR0059
 SR0059.The geoid height was determined by GEOID03.
 SR0059
 SR0059.The dynamic height is computed by dividing the NAVD 88
 SR0059.geopotential number by the normal gravity value computed on the
 SR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0059.degrees latitude (g = 980.6199 gals.).
 SR0059
 SR0059.The modeled gravity was interpolated from observed gravity values.
 SR0059
 SR0059;                    North         East    Units  Estimated Accuracy
 SR0059;SPC MT       -   372,750.      710,190.      MT  (+/- 180 meters Scaled)
 SR0059
 SR0059                          SUPERSEDED SURVEY CONTROL
 SR0059
 SR0059  NGVD 29 (??/??/92)  676.971  (m)         2221.03   (f) ADJ UNCH    2 0
 SR0059
 SR0059.Superseded values are not recommended for survey control.
 SR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0059.See file dsdata.txt to determine how the superseded data were derived.
 SR0059
 SR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT229755(NAD 83)
 SR0059_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SR0059_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0059_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0059
 SR0059  HISTORY     - Date     Condition        Report By
 SR0059  HISTORY     - UNK      MONUMENTED       MORC
 SR0059  HISTORY     - 1935     GOOD             NGS
 SR0059
 SR0059                          STATION DESCRIPTION
 SR0059
 SR0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SR0059'13.1 MI W FROM LEGG.
 SR0059'13.1 MILES WEST ALONG THE WILDER ROAD FROM LEGG, PHILLIPS COUNTY, 0.8
 SR0059'MILE NORTHEAST OF A FARMHOUSE, AND 78 FEET SOUTH OF THE CENTERLINE OF
 SR0059'THE ROAD.  A MISSOURI RIVER COMMISSION STANDARD CAP, FASTENED ON THE
 SR0059'TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0654 ***********************************************************************
 QW0654  DESIGNATION -  4 DHW
 QW0654  PID         -  QW0654
 QW0654  STATE/COUNTY-  MT/YELLOWSTONE
 QW0654  USGS QUAD   -  SODA SPRINGS NW (1978)
 QW0654
 QW0654                         *CURRENT SURVEY CONTROL
 QW0654  ___________________________________________________________________
 QW0654* NAD 83(1986)-  45 44 41.     (N)    108 22 40.     (W)     SCALED    
 QW0654* NAVD 88     -      1194.205  (meters)    3917.99   (feet)  POSTED    
 QW0654  ___________________________________________________________________
 QW0654  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 QW0654  DYNAMIC HT  -        1193.910 (meters)    3917.02  (feet)  COMP
 QW0654  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 QW0654
 QW0654  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0654
 QW0654.The horizontal coordinates were scaled from a topographic map and have
 QW0654.an estimated accuracy of +/- 6 seconds.
 QW0654
 QW0654.The orthometric height was determined by differential leveling
 QW0654.and adjusted by the National Geodetic Survey in 1992..
 QW0654.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0654.rate of 0.0 thru 1.0 mm/km.
 QW0654
 QW0654.The geoid height was determined by GEOID03.
 QW0654
 QW0654.The dynamic height is computed by dividing the NAVD 88
 QW0654.geopotential number by the normal gravity value computed on the
 QW0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0654.degrees latitude (g = 980.6199 gals.).
 QW0654
 QW0654.The modeled gravity was interpolated from observed gravity values.
 QW0654
 QW0654;                    North         East    Units  Estimated Accuracy
 QW0654;SPC MT       -   166,740.      687,300.      MT  (+/- 180 meters Scaled)
 QW0654
 QW0654                          SUPERSEDED SURVEY CONTROL
 QW0654
 QW0654  NGVD 29 (??/??/92) 1193.39   (m)         3915.3    (f) COMPUTED    3 0
 QW0654
 QW0654.Superseded values are not recommended for survey control.
 QW0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0654.See file dsdata.txt to determine how the superseded data were derived.
 QW0654
 QW0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR039690(NAD 83)
 QW0654_MARKER: DB = BENCH MARK DISK
 QW0654_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0654_SP_SET: PREFAB CONC. POST IN EARTH
 QW0654_STAMPING: 4 DHW 1967
 QW0654_MARK LOGO: USGS  
 QW0654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0654+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0654
 QW0654  HISTORY     - Date     Condition        Report By
 QW0654  HISTORY     - 1967     MONUMENTED       USGS
 QW0654
 QW0654                          STATION DESCRIPTION
 QW0654
 QW0654'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0654'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 5.4 MILES
 QW0654'SOUTHEAST ALONG U S HIGHWAY 87-212, TO THE TOP OF THE DIVIDE, NEAR
 QW0654'THE SOUTHEAST CORNER OF SECTION 15/TOWNSHIP 1 SOUTH/RANGE 27 EAST, 43
 QW0654'FEET SOUTHWEST OF THE HIGHWAY, 3 FEET EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0914 ***********************************************************************
 RX0914  DESIGNATION -  4 HDN
 RX0914  PID         -  RX0914
 RX0914  STATE/COUNTY-  MT/POWELL
 RX0914  USGS QUAD   -  BAGGS CREEK (1996)
 RX0914
 RX0914                         *CURRENT SURVEY CONTROL
 RX0914  ___________________________________________________________________
 RX0914* NAD 83(1992)-  46 23 17.79097(N)    112 34 14.80411(W)     ADJUSTED  
 RX0914* NAVD 88     -      2082.2    (meters)    6831.     (feet)  VERTCON   
 RX0914  ___________________________________________________________________
 RX0914  LAPLACE CORR-          12.40  (seconds)                    DEFLEC99
 RX0914  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 RX0914
 RX0914  HORZ ORDER  -  THIRD
 RX0914  VERT ORDER  -  THIRD ? (See Below)
 RX0914
 RX0914.The horizontal coordinates were established by classical geodetic methods
 RX0914.and adjusted by the National Geodetic Survey in July 1992..
 RX0914
 RX0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0914.The vertical order pertains to the NGVD 29 superseded value.
 RX0914
 RX0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0914
 RX0914.The geoid height was determined by GEOID03.
 RX0914
 RX0914;                    North         East     Units Scale Factor Converg.
 RX0914;SPC MT       -   242,242.104   363,986.687   MT  0.99945156   -2 14 46.6
 RX0914;SPC MT       -   794,757.56  1,194,182.04   iFT  0.99945156   -2 14 46.6
 RX0914;UTM  12      - 5,138,387.815   379,225.232   MT  0.99977930   -1 08 14.7
 RX0914
 RX0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0914!SPC MT       -   0.99967568  x   0.99945156  =   0.99912741
 RX0914!UTM  12      -   0.99967568  x   0.99977930  =   0.99945505
 RX0914
 RX0914:                Primary Azimuth Mark                     Grid Az
 RX0914:SPC MT       -  BURR                                     350 29 42.0
 RX0914:UTM  12      -  BURR                                     349 23 10.1
 RX0914
 RX0914|---------------------------------------------------------------------|
 RX0914| PID    Reference Object                     Distance      Geod. Az  |
 RX0914|                                                           dddmmss.s |
 RX0914| RX0913 BURR                                APPROX. 3.9 KM 3481455.4 |
 RX0914|---------------------------------------------------------------------|
 RX0914
 RX0914                          SUPERSEDED SURVEY CONTROL
 RX0914
 RX0914  NAD 83(1986)-  46 23 17.79221(N)    112 34 14.79954(W) AD(       ) 3
 RX0914  NAD 27      -  46 23 18.05146(N)    112 34 11.69929(W) AD(       ) 3
 RX0914  NGVD 29 (07/19/86) 2080.9    (m)         6827.     (f) LEVELING    3  
 RX0914
 RX0914.Superseded values are not recommended for survey control.
 RX0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0914.See file dsdata.txt to determine how the superseded data were derived.
 RX0914
 RX0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS7922538388(NAD 83)
 RX0914_MARKER: DB = BENCH MARK DISK
 RX0914_SETTING: 0 = UNSPECIFIED SETTING
 RX0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0914
 RX0914  HISTORY     - Date     Condition        Report By
 RX0914  HISTORY     - 1958     MONUMENTED       USGS
 RX0914
 RX0914                          STATION DESCRIPTION
 RX0914
 RX0914'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX0914'STATION IS LOCATED ABOUT 7 AIR MI. E. OF DEER LODGE, MONTANA, ON A
 RX0914'HIGH GRASSY TOP ABOUT 1 MI. N. OF OLD EMERY MINE.
 RX0914'
 RX0914'TO REACH STATION FROM THE COURTHOUSE IN DEER LODGE, GO E. ON MISSOURI
 RX0914'AVENUE FOR 0.7 MI. TO A T-JUNCTION, TURN LEFT AND GO N., NE., AND SE.
 RX0914'FOR 7.1 MI. TO CATTLEGUARD, CROSS THE CATTLEGUARD AND GO EASTERLY FOR
 RX0914'0.3 MI. TO A Y-JUNCTION, BEAR LEFT AND CONTINUE E. FOR 0.5 MI. TO A
 RX0914'Y-JUNCTION.  FROM THIS POINT BEAR NE. ACROSS COUNTRY TO GRASSY TOP AND
 RX0914'STATION.
 RX0914'
 RX0914'STATION MARK--STANDARD USGS BM TABLET, SET IN CONCRETE POST PROTRUDING
 RX0914'0.8 FT. ABOVE GROUND, STAMPED ---4 HDN 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0373 ***********************************************************************
 QU0373  DESIGNATION -  4 JLP
 QU0373  PID         -  QU0373
 QU0373  STATE/COUNTY-  MT/POWDER RIVER
 QU0373  USGS QUAD   -  SAYLE (1995)
 QU0373
 QU0373                         *CURRENT SURVEY CONTROL
 QU0373  ___________________________________________________________________
 QU0373* NAD 83(1986)-  45 14 17.     (N)    105 57 31.     (W)     SCALED    
 QU0373* NAVD 88     -      1221.206  (meters)    4006.57   (feet)  ADJUSTED  
 QU0373  ___________________________________________________________________
 QU0373  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 QU0373  DYNAMIC HT  -        1220.848 (meters)    4005.40  (feet)  COMP
 QU0373  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 QU0373
 QU0373  VERT ORDER  -  THIRD
 QU0373
 QU0373.The horizontal coordinates were scaled from a topographic map and have
 QU0373.an estimated accuracy of +/- 6 seconds.
 QU0373
 QU0373.The orthometric height was determined by differential leveling
 QU0373.and adjusted by the National Geodetic Survey in June 1991..
 QU0373
 QU0373.The geoid height was determined by GEOID03.
 QU0373
 QU0373.The dynamic height is computed by dividing the NAVD 88
 QU0373.geopotential number by the normal gravity value computed on the
 QU0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0373.degrees latitude (g = 980.6199 gals.).
 QU0373
 QU0373.The modeled gravity was interpolated from observed gravity values.
 QU0373
 QU0373;                    North         East    Units  Estimated Accuracy
 QU0373;SPC MT       -   116,100.      877,940.      MT  (+/- 180 meters Scaled)
 QU0373
 QU0373                          SUPERSEDED SURVEY CONTROL
 QU0373
 QU0373.No superseded survey control is available for this station.
 QU0373
 QU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL247098(NAD 83)
 QU0373_MARKER: DB = BENCH MARK DISK
 QU0373_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QU0373_SP_SET: PREFAB CONC. POST IN EARTH
 QU0373_STAMPING: 4 JLP 1966
 QU0373_MARK LOGO: USGS  
 QU0373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QU0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0373+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QU0373
 QU0373  HISTORY     - Date     Condition        Report By
 QU0373  HISTORY     - 1966     MONUMENTED       USGS
 QU0373
 QU0373                          STATION DESCRIPTION
 QU0373
 QU0373'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QU0373'FROM BROADUS, MONTANA POST OFFICE, PROCEED 25.4 MILES SOUTHWEST ALONG
 QU0373'MOORHEAD ROAD, THENCE 11.0 MILES NORTHWEST ALONG BLOOM CREEK ROAD,
 QU0373'1.5 MILES SOUTHWEST OF DIAMOND BUTTE LOOKOUT, 2.0 MILES NORTH AND 1.3
 QU0373'MILES EAST OF SAYLE, 95 FEET SOUTHEAST OF A BRASS CAP IN SECTION
 QU0373'CORNERS 9-10-16-15/TOWNSHIP 7 SOUTH/RANGE 47 EAST, 82 FEET NORTHEAST
 QU0373'AND 6 FEET HIGHER THAN THE ROAD AT A CATTLEGUARD, 2 FEET WEST OF A
 QU0373'FENCE LINE, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0513 ***********************************************************************
 SS0513  DESIGNATION -  4 JRM
 SS0513  PID         -  SS0513
 SS0513  STATE/COUNTY-  MT/CASCADE
 SS0513  USGS QUAD   -  ARMINGTON (1982)
 SS0513
 SS0513                         *CURRENT SURVEY CONTROL
 SS0513  ___________________________________________________________________
 SS0513* NAD 83(1986)-  47 18 44.     (N)    110 59 07.     (W)     SCALED    
 SS0513* NAVD 88     -      1347.198  (meters)    4419.93   (feet)  ADJUSTED  
 SS0513  ___________________________________________________________________
 SS0513  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 SS0513  DYNAMIC HT  -        1347.029 (meters)    4419.38  (feet)  COMP
 SS0513  MODELED GRAV-     980,439.2   (mgal)                       NAVD 88
 SS0513
 SS0513  VERT ORDER  -  SECOND    CLASS 0
 SS0513
 SS0513.The horizontal coordinates were scaled from a topographic map and have
 SS0513.an estimated accuracy of +/- 6 seconds.
 SS0513
 SS0513.The orthometric height was determined by differential leveling
 SS0513.and adjusted by the National Geodetic Survey in June 1991..
 SS0513
 SS0513.The geoid height was determined by GEOID03.
 SS0513
 SS0513.The dynamic height is computed by dividing the NAVD 88
 SS0513.geopotential number by the normal gravity value computed on the
 SS0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0513.degrees latitude (g = 980.6199 gals.).
 SS0513
 SS0513.The modeled gravity was interpolated from observed gravity values.
 SS0513
 SS0513;                    North         East    Units  Estimated Accuracy
 SS0513;SPC MT       -   341,330.      487,770.      MT  (+/- 180 meters Scaled)
 SS0513
 SS0513                          SUPERSEDED SURVEY CONTROL
 SS0513
 SS0513  NGVD 29 (??/??/92) 1346.239  (m)         4416.79   (f) ADJ UNCH    2 0
 SS0513
 SS0513.Superseded values are not recommended for survey control.
 SS0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0513.See file dsdata.txt to determine how the superseded data were derived.
 SS0513
 SS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT011398(NAD 83)
 SS0513_MARKER: DD = SURVEY DISK
 SS0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0513_STAMPING: 4 JRM 1953 4417
 SS0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0513+STABILITY: SURFACE MOTION
 SS0513
 SS0513  HISTORY     - Date     Condition        Report By
 SS0513  HISTORY     - 1953     MONUMENTED       USGS
 SS0513  HISTORY     - 1961     GOOD             NGS
 SS0513
 SS0513                          STATION DESCRIPTION
 SS0513
 SS0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0513'6.55 MI SW FROM BELT.
 SS0513'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0513'OVERPASS AT BELT, THENCE 5.1 MILES SOUTH ALONG A COUNTY ROAD, AT THE T
 SS0513'JUNCTION OF A DRIVEWAY LEADING WEST TO A HOUSE, 315 FEET NORTHEAST OF
 SS0513'THE CENTER OF THE JUNCTION, 32 FEET SOUTHEAST OF THE CENTER LINE OF
 SS0513'THE ROAD, 4 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0 FOOT NORTHWEST OF
 SS0513'A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 SS0513'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SS0513'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0630 ***********************************************************************
 RU0630  DESIGNATION -  4 JRP
 RU0630  PID         -  RU0630
 RU0630  STATE/COUNTY-  MT/ROSEBUD
 RU0630  USGS QUAD   -  INDIAN CREEK (1971)
 RU0630
 RU0630                         *CURRENT SURVEY CONTROL
 RU0630  ___________________________________________________________________
 RU0630* NAD 83(1986)-  46 13 04.     (N)    106 20 03.     (W)     SCALED    
 RU0630* NAVD 88     -       795.690  (meters)    2610.53   (feet)  ADJUSTED  
 RU0630  ___________________________________________________________________
 RU0630  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 RU0630  DYNAMIC HT  -         795.603 (meters)    2610.24  (feet)  COMP
 RU0630  MODELED GRAV-     980,478.9   (mgal)                       NAVD 88
 RU0630
 RU0630  VERT ORDER  -  THIRD
 RU0630
 RU0630.The horizontal coordinates were scaled from a topographic map and have
 RU0630.an estimated accuracy of +/- 6 seconds.
 RU0630
 RU0630.The orthometric height was determined by differential leveling
 RU0630.and adjusted by the National Geodetic Survey in June 1991..
 RU0630
 RU0630.The geoid height was determined by GEOID03.
 RU0630
 RU0630.The dynamic height is computed by dividing the NAVD 88
 RU0630.geopotential number by the normal gravity value computed on the
 RU0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0630.degrees latitude (g = 980.6199 gals.).
 RU0630
 RU0630.The modeled gravity was interpolated from observed gravity values.
 RU0630
 RU0630;                    North         East    Units  Estimated Accuracy
 RU0630;SPC MT       -   223,610.      844,080.      MT  (+/- 180 meters Scaled)
 RU0630
 RU0630                          SUPERSEDED SURVEY CONTROL
 RU0630
 RU0630  NGVD 29 (??/??/92)  795.07   (m)         2608.5    (f) COMPUTED    3 0
 RU0630
 RU0630.Superseded values are not recommended for survey control.
 RU0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0630.See file dsdata.txt to determine how the superseded data were derived.
 RU0630
 RU0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM970191(NAD 83)
 RU0630_MARKER: DB = BENCH MARK DISK
 RU0630_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0630_SP_SET: COPPER-CLAD STEEL ROD
 RU0630_STAMPING: 4 JRP 1969
 RU0630_MARK LOGO: USGS  
 RU0630_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0630+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0630
 RU0630  HISTORY     - Date     Condition        Report By
 RU0630  HISTORY     - 1969     MONUMENTED       USGS
 RU0630
 RU0630                          STATION DESCRIPTION
 RU0630
 RU0630'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0630'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0630'AND 12, THENCE 4.5 MILES SOUTHEAST ALONG SWEENEY CREEK ROAD, 80 FEET
 RU0630'NORTH OF A CORRUGATED PIPE CULVERT, 20 FEET NORTH AND 20 FEET EAST OF
 RU0630'AND 2 FEET LOWER THAN THE CENTER OF THE ROAD AT A FIELD ROAD HEADING
 RU0630'EAST, 1 FOOT WEST OF A RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF AN IRON
 RU0630'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 RU0630'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0693 ***********************************************************************
 QW0693  DESIGNATION -  4 JRP
 QW0693  PID         -  QW0693
 QW0693  STATE/COUNTY-  MT/CARBON
 QW0693  USGS QUAD   -  PRYOR NW (1967)
 QW0693
 QW0693                         *CURRENT SURVEY CONTROL
 QW0693  ___________________________________________________________________
 QW0693* NAD 83(1986)-  45 27 32.     (N)    108 44 55.     (W)     SCALED    
 QW0693* NAVD 88     -      1212.073  (meters)    3976.61   (feet)  POSTED    
 QW0693  ___________________________________________________________________
 QW0693  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 QW0693  DYNAMIC HT  -        1211.740 (meters)    3975.52  (feet)  COMP
 QW0693  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 QW0693
 QW0693  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0693
 QW0693.The horizontal coordinates were scaled from a topographic map and have
 QW0693.an estimated accuracy of +/- 6 seconds.
 QW0693
 QW0693.The orthometric height was determined by differential leveling
 QW0693.and adjusted by the National Geodetic Survey in 1992..
 QW0693.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0693.rate of 0.0 thru 1.0 mm/km.
 QW0693
 QW0693.The geoid height was determined by GEOID03.
 QW0693
 QW0693.The dynamic height is computed by dividing the NAVD 88
 QW0693.geopotential number by the normal gravity value computed on the
 QW0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0693.degrees latitude (g = 980.6199 gals.).
 QW0693
 QW0693.The modeled gravity was interpolated from observed gravity values.
 QW0693
 QW0693;                    North         East    Units  Estimated Accuracy
 QW0693;SPC MT       -   134,640.      658,760.      MT  (+/- 180 meters Scaled)
 QW0693
 QW0693                          SUPERSEDED SURVEY CONTROL
 QW0693
 QW0693  NGVD 29 (??/??/92) 1211.21   (m)         3973.8    (f) COMPUTED    3 0
 QW0693
 QW0693.Superseded values are not recommended for survey control.
 QW0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0693.See file dsdata.txt to determine how the superseded data were derived.
 QW0693
 QW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR760363(NAD 83)
 QW0693_MARKER: DB = BENCH MARK DISK
 QW0693_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0693_SP_SET: PREFAB CONC. POST IN EARTH
 QW0693_STAMPING: 4 JRP 1967
 QW0693_MARK LOGO: USGS  
 QW0693_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0693+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0693
 QW0693  HISTORY     - Date     Condition        Report By
 QW0693  HISTORY     - 1967     MONUMENTED       USGS
 QW0693
 QW0693                          STATION DESCRIPTION
 QW0693
 QW0693'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0693'FROM EDGAR, MONTANA POST OFFICE, PROCEED 5.6 MILES EAST ALONG PRYOR
 QW0693'ROAD, 0.3 MILES EAST OF A TWO STORY RANCH HOUSE, 194 FEET WEST OF THE
 QW0693'SOUTH END OF A CULVERT, 50 FEET SOUTH OF THE ROAD, 1.5 FEET WEST OF A
 QW0693'RIGHT-OF-WAY FENCE, 18.5 FEET WEST OF A TELEPHONE POLE, 3 FEET LOWER
 QW0693'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0342 ***********************************************************************
 QU0342  DESIGNATION -  4 RCN
 QU0342  PID         -  QU0342
 QU0342  STATE/COUNTY-  MT/CARTER
 QU0342  USGS QUAD   -  STAGVILLE DRAW (1993)
 QU0342
 QU0342                         *CURRENT SURVEY CONTROL
 QU0342  ___________________________________________________________________
 QU0342* NAD 83(1986)-  45 48 22.     (N)    104 36 30.     (W)     SCALED    
 QU0342* NAVD 88     -      1082.159  (meters)    3550.38   (feet)  ADJUSTED  
 QU0342  ___________________________________________________________________
 QU0342  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 QU0342  DYNAMIC HT  -        1081.928 (meters)    3549.63  (feet)  COMP
 QU0342  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 QU0342
 QU0342  VERT ORDER  -  THIRD
 QU0342
 QU0342.The horizontal coordinates were scaled from a topographic map and have
 QU0342.an estimated accuracy of +/- 6 seconds.
 QU0342
 QU0342.The orthometric height was determined by differential leveling
 QU0342.and adjusted by the National Geodetic Survey in June 1991..
 QU0342
 QU0342.The geoid height was determined by GEOID03.
 QU0342
 QU0342.The dynamic height is computed by dividing the NAVD 88
 QU0342.geopotential number by the normal gravity value computed on the
 QU0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0342.degrees latitude (g = 980.6199 gals.).
 QU0342
 QU0342.The modeled gravity was interpolated from observed gravity values.
 QU0342
 QU0342;                    North         East    Units  Estimated Accuracy
 QU0342;SPC MT       -   184,800.      979,850.      MT  (+/- 180 meters Scaled)
 QU0342
 QU0342                          SUPERSEDED SURVEY CONTROL
 QU0342
 QU0342.No superseded survey control is available for this station.
 QU0342
 QU0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL304725(NAD 83)
 QU0342_MARKER: DB = BENCH MARK DISK
 QU0342_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0342_SP_SET: COPPER-CLAD STEEL ROD
 QU0342_STAMPING: 4 RCN 1973 3548
 QU0342_MARK LOGO: USGS  
 QU0342_PROJECTION: FLUSH
 QU0342_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0342+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0342_ROD/PIPE-DEPTH: 10   meters
 QU0342
 QU0342  HISTORY     - Date     Condition        Report By
 QU0342  HISTORY     - 1973     MONUMENTED       USGS
 QU0342
 QU0342                          STATION DESCRIPTION
 QU0342
 QU0342'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0342'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 8.8 MILES SOUTH ALONG CHALK
 QU0342'BUTTES ROAD, 31 FEET NORTH AND 55 FEET WEST OF A T-ROAD EAST, 2.5
 QU0342'FEET WEST OF A FENCE, 3.5 FEET SOUTH AND 2 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0508 ***********************************************************************
 RU0508  DESIGNATION -  4 RDS
 RU0508  PID         -  RU0508
 RU0508  STATE/COUNTY-  MT/ROSEBUD
 RU0508  USGS QUAD   -  MELSTONE NE (1980)
 RU0508
 RU0508                         *CURRENT SURVEY CONTROL
 RU0508  ___________________________________________________________________
 RU0508* NAD 83(1986)-  46 41 02.     (N)    107 47 16.     (W)     SCALED    
 RU0508* NAVD 88     -       851.259  (meters)    2792.84   (feet)  ADJUSTED  
 RU0508  ___________________________________________________________________
 RU0508  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 RU0508  DYNAMIC HT  -         851.189 (meters)    2792.61  (feet)  COMP
 RU0508  MODELED GRAV-     980,502.9   (mgal)                       NAVD 88
 RU0508
 RU0508  VERT ORDER  -  SECOND    CLASS 0
 RU0508
 RU0508.The horizontal coordinates were scaled from a topographic map and have
 RU0508.an estimated accuracy of +/- 6 seconds.
 RU0508
 RU0508.The orthometric height was determined by differential leveling
 RU0508.and adjusted by the National Geodetic Survey in June 1991..
 RU0508
 RU0508.The geoid height was determined by GEOID03.
 RU0508
 RU0508.The dynamic height is computed by dividing the NAVD 88
 RU0508.geopotential number by the normal gravity value computed on the
 RU0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0508.degrees latitude (g = 980.6199 gals.).
 RU0508
 RU0508.The modeled gravity was interpolated from observed gravity values.
 RU0508
 RU0508;                    North         East    Units  Estimated Accuracy
 RU0508;SPC MT       -   271,890.      730,900.      MT  (+/- 180 meters Scaled)
 RU0508
 RU0508                          SUPERSEDED SURVEY CONTROL
 RU0508
 RU0508  NGVD 29 (??/??/92)  850.61   (m)         2790.7    (f) COMPUTED    2 0
 RU0508
 RU0508.Superseded values are not recommended for survey control.
 RU0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0508.See file dsdata.txt to determine how the superseded data were derived.
 RU0508
 RU0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM868738(NAD 83)
 RU0508_MARKER: DB = BENCH MARK DISK
 RU0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0508_SP_SET: CONCRETE POST
 RU0508_STAMPING: 4 RDS 1962
 RU0508_MARK LOGO: USGS  
 RU0508_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0508+STABILITY: SURFACE MOTION
 RU0508
 RU0508  HISTORY     - Date     Condition        Report By
 RU0508  HISTORY     - 1962     MONUMENTED       USGS
 RU0508
 RU0508                          STATION DESCRIPTION
 RU0508
 RU0508'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0508'12.7 KM (7.90 MI) NE FROM MELSTONE.
 RU0508'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0508'THENCE 3.5 MILES NORTH ALONG A GRADED ROAD, IN THE SW 1/4 OF SECTION
 RU0508'26, T. 11 N., R. 31 E., ON THE NORTH BANK OF A SMALL DRAIN, 226 FEET
 RU0508'NORTH OF THE ROAD AT DRAIN CROSSING, 55 FEET WEST OF THE CENTER OF
 RU0508'ROAD.
 RU0508'THE MARK IS 0.3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0972 ***********************************************************************
 TN0972  DESIGNATION -  4 RHM
 TN0972  PID         -  TN0972
 TN0972  STATE/COUNTY-  MT/LINCOLN
 TN0972  USGS QUAD   -  LIBBY (1983)
 TN0972
 TN0972                         *CURRENT SURVEY CONTROL
 TN0972  ___________________________________________________________________
 TN0972* NAD 83(1986)-  48 28 45.     (N)    115 31 39.     (W)     SCALED    
 TN0972* NAVD 88     -       796.023  (meters)    2611.62   (feet)  ADJUSTED  
 TN0972  ___________________________________________________________________
 TN0972  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TN0972  DYNAMIC HT  -         796.065 (meters)    2611.76  (feet)  COMP
 TN0972  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 TN0972
 TN0972  VERT ORDER  -  THIRD
 TN0972
 TN0972.The horizontal coordinates were scaled from a topographic map and have
 TN0972.an estimated accuracy of +/- 6 seconds.
 TN0972
 TN0972.The orthometric height was determined by differential leveling
 TN0972.and adjusted by the National Geodetic Survey in June 1991..
 TN0972
 TN0972.The geoid height was determined by GEOID03.
 TN0972
 TN0972.The dynamic height is computed by dividing the NAVD 88
 TN0972.geopotential number by the normal gravity value computed on the
 TN0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0972.degrees latitude (g = 980.6199 gals.).
 TN0972
 TN0972.The modeled gravity was interpolated from observed gravity values.
 TN0972
 TN0972;                    North         East    Units  Estimated Accuracy
 TN0972;SPC MT       -   487,090.      154,940.      MT  (+/- 180 meters Scaled)
 TN0972
 TN0972                          SUPERSEDED SURVEY CONTROL
 TN0972
 TN0972  NGVD 29 (??/??/92)  794.81   (m)         2607.6    (f) COMPUTED    3 0
 TN0972
 TN0972.Superseded values are not recommended for survey control.
 TN0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0972.See file dsdata.txt to determine how the superseded data were derived.
 TN0972
 TN0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP088706(NAD 83)
 TN0972_MARKER: DB = BENCH MARK DISK
 TN0972_SETTING: 66 = SET IN ROCK OUTCROP
 TN0972_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0972_STAMPING: 4 RHM 1963
 TN0972_MARK LOGO: USGS  
 TN0972_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0972+STABILITY: POSITION/ELEVATION WELL
 TN0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0972+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0972
 TN0972  HISTORY     - Date     Condition        Report By
 TN0972  HISTORY     - 1963     MONUMENTED       USGS
 TN0972
 TN0972                          STATION DESCRIPTION
 TN0972
 TN0972'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0972'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0972'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 7.2
 TN0972'MILES NORTH ALONG FOREST SERVICE ROAD 68 TO A Y-JUNCTION SOUTHWEST,
 TN0972'IN THE NORTHWEST 1/4 CORNER OF SECTION 2/TOWNSHIP 31 NORTH/RANGE 31
 TN0972'WEST, 124 FEET SOUTH AND 87 FEET WEST OF A Y-JUNCTION SOUTHWEST, IN
 TN0972'THE TOP OF AN EMBEDDED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1072 ***********************************************************************
 SU1072  DESIGNATION -  4 RHM
 SU1072  PID         -  SU1072
 SU1072  STATE/COUNTY-  MT/FLATHEAD
 SU1072  USGS QUAD   -  SHRODER CREEK (1964)
 SU1072
 SU1072                         *CURRENT SURVEY CONTROL
 SU1072  ___________________________________________________________________
 SU1072* NAD 83(1986)-  47 55 36.     (N)    114 59 40.     (W)     SCALED    
 SU1072* NAVD 88     -      1011.205  (meters)    3317.60   (feet)  ADJUSTED  
 SU1072  ___________________________________________________________________
 SU1072  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU1072  DYNAMIC HT  -        1011.163 (meters)    3317.46  (feet)  COMP
 SU1072  MODELED GRAV-     980,536.9   (mgal)                       NAVD 88
 SU1072
 SU1072  VERT ORDER  -  THIRD
 SU1072
 SU1072.The horizontal coordinates were scaled from a topographic map and have
 SU1072.an estimated accuracy of +/- 6 seconds.
 SU1072
 SU1072.The orthometric height was determined by differential leveling
 SU1072.and adjusted by the National Geodetic Survey in June 1991..
 SU1072
 SU1072.The geoid height was determined by GEOID03.
 SU1072
 SU1072.The dynamic height is computed by dividing the NAVD 88
 SU1072.geopotential number by the normal gravity value computed on the
 SU1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1072.degrees latitude (g = 980.6199 gals.).
 SU1072
 SU1072.The modeled gravity was interpolated from observed gravity values.
 SU1072
 SU1072;                    North         East    Units  Estimated Accuracy
 SU1072;SPC MT       -   422,940.      189,930.      MT  (+/- 180 meters Scaled)
 SU1072
 SU1072                          SUPERSEDED SURVEY CONTROL
 SU1072
 SU1072  NGVD 29 (??/??/92) 1010.01   (m)         3313.7    (f) COMPUTED    3 0
 SU1072
 SU1072.Superseded values are not recommended for survey control.
 SU1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1072.See file dsdata.txt to determine how the superseded data were derived.
 SU1072
 SU1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP498100(NAD 83)
 SU1072_MARKER: DB = BENCH MARK DISK
 SU1072_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1072_SP_SET: PREFAB CONC. POST IN EARTH
 SU1072_STAMPING: 4 RHM 1964
 SU1072_MARK LOGO: USGS  
 SU1072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1072+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1072
 SU1072  HISTORY     - Date     Condition        Report By
 SU1072  HISTORY     - 1964     MONUMENTED       USGS
 SU1072
 SU1072                          STATION DESCRIPTION
 SU1072
 SU1072'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1072'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1072'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 7.7 MILES
 SU1072'SOUTH ALONG THOMPSON RIVER ROAD TO A CLEARING AND Y-JUNCTION, 30 FEET
 SU1072'SOUTH OF THE Y-JUNCTION AND 51 FEET WEST OF MAIN ROAD AND 6 FEET
 SU1072'HIGHER THAN THE ROAD OPPOSITE OF BM, PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0693 ***********************************************************************
 TL0693  DESIGNATION -  4 WCA
 TL0693  PID         -  TL0693
 TL0693  STATE/COUNTY-  MT/LIBERTY
 TL0693  USGS QUAD   -  CHESTER NE (1963)
 TL0693
 TL0693                         *CURRENT SURVEY CONTROL
 TL0693  ___________________________________________________________________
 TL0693* NAD 83(1986)-  48 38 20.     (N)    110 46 20.     (W)     SCALED    
 TL0693* NAVD 88     -      1032.272  (meters)    3386.71   (feet)  ADJUSTED  
 TL0693  ___________________________________________________________________
 TL0693  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 TL0693  DYNAMIC HT  -        1032.365 (meters)    3387.02  (feet)  COMP
 TL0693  MODELED GRAV-     980,664.8   (mgal)                       NAVD 88
 TL0693
 TL0693  VERT ORDER  -  THIRD
 TL0693
 TL0693.The horizontal coordinates were scaled from a topographic map and have
 TL0693.an estimated accuracy of +/- 6 seconds.
 TL0693
 TL0693.The orthometric height was determined by differential leveling
 TL0693.and adjusted by the National Geodetic Survey in June 1991..
 TL0693
 TL0693.The geoid height was determined by GEOID03.
 TL0693
 TL0693.The dynamic height is computed by dividing the NAVD 88
 TL0693.geopotential number by the normal gravity value computed on the
 TL0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0693.degrees latitude (g = 980.6199 gals.).
 TL0693
 TL0693.The modeled gravity was interpolated from observed gravity values.
 TL0693
 TL0693;                    North         East    Units  Estimated Accuracy
 TL0693;SPC MT       -   488,480.      506,260.      MT  (+/- 180 meters Scaled)
 TL0693
 TL0693                          SUPERSEDED SURVEY CONTROL
 TL0693
 TL0693  NGVD 29 (??/??/92) 1031.39   (m)         3383.8    (f) COMPUTED    3 0
 TL0693
 TL0693.Superseded values are not recommended for survey control.
 TL0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0693.See file dsdata.txt to determine how the superseded data were derived.
 TL0693
 TL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU167873(NAD 83)
 TL0693_MARKER: DB = BENCH MARK DISK
 TL0693_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0693_SP_SET: PREFAB CONC. POST IN EARTH
 TL0693_STAMPING: 4 WCA 1963 3384
 TL0693_MARK LOGO: USGS  
 TL0693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0693+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0693
 TL0693  HISTORY     - Date     Condition        Report By
 TL0693  HISTORY     - 1963     MONUMENTED       USGS
 TL0693
 TL0693                          STATION DESCRIPTION
 TL0693
 TL0693'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0693'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 5.6 MILES NORTH
 TL0693'ALONG JOPLIN ROAD, IN THE NORTHEAST CORNER OF SECTION 11/TOWNSHIP 33
 TL0693'NORTH/RANGE 7 EAST, 26 FEET SOUTH OF AND 21 FEET WEST OF AND 1.1 FEET
 TL0693'LOWER THAN THE CROSSROADS, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0186 ***********************************************************************
 PY0186  DESIGNATION -  4 WG
 PY0186  PID         -  PY0186
 PY0186  STATE/COUNTY-  MT/GALLATIN
 PY0186  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0186
 PY0186                         *CURRENT SURVEY CONTROL
 PY0186  ___________________________________________________________________
 PY0186* NAD 83(1986)-  44 48 19.     (N)    111 06 02.     (W)     SCALED    
 PY0186* NAVD 88     -      2052.115  (meters)    6732.65   (feet)  ADJUSTED  
 PY0186  ___________________________________________________________________
 PY0186  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0186  DYNAMIC HT  -        2050.987 (meters)    6728.95  (feet)  COMP
 PY0186  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 PY0186
 PY0186  VERT ORDER  -  FIRST     CLASS II
 PY0186
 PY0186.The horizontal coordinates were scaled from a topographic map and have
 PY0186.an estimated accuracy of +/- 6 seconds.
 PY0186
 PY0186.The orthometric height was determined by differential leveling
 PY0186.and adjusted by the National Geodetic Survey in June 1991..
 PY0186
 PY0186.The geoid height was determined by GEOID03.
 PY0186
 PY0186.The dynamic height is computed by dividing the NAVD 88
 PY0186.geopotential number by the normal gravity value computed on the
 PY0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0186.degrees latitude (g = 980.6199 gals.).
 PY0186
 PY0186.The modeled gravity was interpolated from observed gravity values.
 PY0186
 PY0186;                    North         East    Units  Estimated Accuracy
 PY0186;SPC MT       -    63,020.      473,370.      MT  (+/- 180 meters Scaled)
 PY0186
 PY0186                          SUPERSEDED SURVEY CONTROL
 PY0186
 PY0186  NGVD 29 (??/??/92) 2050.523  (m)         6727.42   (f) ADJ UNCH    1 2
 PY0186
 PY0186.Superseded values are not recommended for survey control.
 PY0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0186.See file dsdata.txt to determine how the superseded data were derived.
 PY0186
 PY0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ920613(NAD 83)
 PY0186_MARKER: DD = SURVEY DISK
 PY0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0186_STAMPING: WG NO 4 6725.85 1932
 PY0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0186+STABILITY: SURFACE MOTION
 PY0186
 PY0186  HISTORY     - Date     Condition        Report By
 PY0186  HISTORY     - 1932     MONUMENTED       BPR
 PY0186  HISTORY     - 1960     GOOD             NGS
 PY0186  HISTORY     - 1980     MARK NOT FOUND   USGS
 PY0186
 PY0186                          STATION DESCRIPTION
 PY0186
 PY0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0186'10.9 MI N FROM WEST YELLOWSTONE.
 PY0186'ABOUT 10.9 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0186'RAILROAD STATION AT WEST YELLOWSTONE, ABOUT 0.1 MILE SOUTHEAST OF THE
 PY0186'PRESENT HIGHWAY, ON THE OLD HIGHWAY, ABOUT 0.1 MILE EAST-NORTHEAST OF
 PY0186'A CURVE IN THE HIGHWAY, ABOUT 0.1 MILE SOUTHWEST OF AN OLD ABANDONED
 PY0186'ENTRANCE GATE TO YELLOWSTONE PARK, 66 FEET SOUTHEAST OF THE OLD
 PY0186'HIGHWAY BED, ABOUT LEVEL WITH THE OLD HIGHWAY, AND IN THE TOP OF A
 PY0186'CONCRETE POST PROJECTING 6 INCHES.
 PY0186
 PY0186                          STATION RECOVERY (1980)
 PY0186
 PY0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0403 ***********************************************************************
 TJ0403  DESIGNATION -  4 WR
 TJ0403  PID         -  TJ0403
 TJ0403  STATE/COUNTY-  MT/PHILLIPS
 TJ0403  USGS QUAD   -  MALTA NE (1968)
 TJ0403
 TJ0403                         *CURRENT SURVEY CONTROL
 TJ0403  ___________________________________________________________________
 TJ0403* NAD 83(1986)-  48 28 48.     (N)    107 46 14.     (W)     SCALED    
 TJ0403* NAVD 88     -       683.822  (meters)    2243.51   (feet)  ADJUSTED  
 TJ0403  ___________________________________________________________________
 TJ0403  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TJ0403  DYNAMIC HT  -         683.905 (meters)    2243.78  (feet)  COMP
 TJ0403  MODELED GRAV-     980,710.8   (mgal)                       NAVD 88
 TJ0403
 TJ0403  VERT ORDER  -  FIRST     CLASS II
 TJ0403
 TJ0403.The horizontal coordinates were scaled from a topographic map and have
 TJ0403.an estimated accuracy of +/- 6 seconds.
 TJ0403
 TJ0403.The orthometric height was determined by differential leveling
 TJ0403.and adjusted by the National Geodetic Survey in June 1991..
 TJ0403
 TJ0403.The geoid height was determined by GEOID03.
 TJ0403
 TJ0403.The dynamic height is computed by dividing the NAVD 88
 TJ0403.geopotential number by the normal gravity value computed on the
 TJ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0403.degrees latitude (g = 980.6199 gals.).
 TJ0403
 TJ0403.The modeled gravity was interpolated from observed gravity values.
 TJ0403
 TJ0403;                    North         East    Units  Estimated Accuracy
 TJ0403;SPC MT       -   471,460.      727,810.      MT  (+/- 180 meters Scaled)
 TJ0403
 TJ0403                          SUPERSEDED SURVEY CONTROL
 TJ0403
 TJ0403.No superseded survey control is available for this station.
 TJ0403
 TJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP952733(NAD 83)
 TJ0403_MARKER: DB = BENCH MARK DISK
 TJ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0403_SP_SET: CONCRETE POST
 TJ0403_STAMPING: 4 WR 2241 1968
 TJ0403_PROJECTION: PROJECTING 25 CENTIMETERS
 TJ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0403+STABILITY: SURFACE MOTION
 TJ0403
 TJ0403  HISTORY     - Date     Condition        Report By
 TJ0403  HISTORY     - 1968     MONUMENTED       USGS
 TJ0403  HISTORY     - 1979     GOOD             NGS
 TJ0403
 TJ0403                          STATION DESCRIPTION
 TJ0403
 TJ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0403'10.2 MI NORTH FROM MALTA.
 TJ0403'10.2 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0403'HIGHWAY 2 IN MALTA, IN A FLAT SAGEBRUSH FIELD, 62 FEET EAST OF THE
 TJ0403'CENTER OF THE HIGHWAY, AND 49 FEET NORTH OF THE CENTER OF A FIELD
 TJ0403'ENTRANCE ROAD.
 TJ0403'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TJ0403'THE MARK IS 4 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0936 ***********************************************************************
 SS0936  DESIGNATION -  40 RDS
 SS0936  PID         -  SS0936
 SS0936  STATE/COUNTY-  MT/CASCADE
 SS0936  USGS QUAD   -  TELEGRAPH MOUNTAIN (1983)
 SS0936
 SS0936                         *CURRENT SURVEY CONTROL
 SS0936  ___________________________________________________________________
 SS0936* NAD 83(1986)-  47 16 57.     (N)    111 58 53.     (W)     SCALED    
 SS0936* NAVD 88     -      1379.370  (meters)    4525.48   (feet)  ADJUSTED  
 SS0936  ___________________________________________________________________
 SS0936  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 SS0936  DYNAMIC HT  -        1379.157 (meters)    4524.78  (feet)  COMP
 SS0936  MODELED GRAV-     980,409.8   (mgal)                       NAVD 88
 SS0936
 SS0936  VERT ORDER  -  SECOND    CLASS 0
 SS0936
 SS0936.The horizontal coordinates were scaled from a topographic map and have
 SS0936.an estimated accuracy of +/- 6 seconds.
 SS0936
 SS0936.The orthometric height was determined by differential leveling
 SS0936.and adjusted by the National Geodetic Survey in June 1991..
 SS0936
 SS0936.The geoid height was determined by GEOID03.
 SS0936
 SS0936.The dynamic height is computed by dividing the NAVD 88
 SS0936.geopotential number by the normal gravity value computed on the
 SS0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0936.degrees latitude (g = 980.6199 gals.).
 SS0936
 SS0936.The modeled gravity was interpolated from observed gravity values.
 SS0936
 SS0936;                    North         East    Units  Estimated Accuracy
 SS0936;SPC MT       -   339,940.      412,420.      MT  (+/- 180 meters Scaled)
 SS0936
 SS0936                          SUPERSEDED SURVEY CONTROL
 SS0936
 SS0936  NGVD 29 (??/??/92) 1378.372  (m)         4522.21   (f) ADJ UNCH    2 0
 SS0936
 SS0936.Superseded values are not recommended for survey control.
 SS0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0936.See file dsdata.txt to determine how the superseded data were derived.
 SS0936
 SS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT257370(NAD 83)
 SS0936_MARKER: DD = SURVEY DISK
 SS0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0936_STAMPING: 40 RDS 1957
 SS0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0936+STABILITY: SURFACE MOTION
 SS0936
 SS0936  HISTORY     - Date     Condition        Report By
 SS0936  HISTORY     - 1957     MONUMENTED       USGS
 SS0936  HISTORY     - 1961     GOOD             NGS
 SS0936
 SS0936                          STATION DESCRIPTION
 SS0936
 SS0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0936'35.0 MI SE FROM AUGUSTA.
 SS0936'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 SS0936'AUGUSTA, THENCE 6.0 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 4.0
 SS0936'MILES EAST ALONG A COUNTY ROAD, 27 1/2 FEET SOUTHEAST OF THE CENTER
 SS0936'LINE OF THE ROAD, 3 1/2 FEET NORTH OF A FENCE CORNER, 7 FEET NORTHEAST
 SS0936'OF TELEPHONE POLE 2235, 1.2 FEET NORTHWEST OF A FENCE, 1.2 FEET
 SS0936'SOUTHEAST OF A WITNESS POST, 17 FEET SOUTHEAST OF THE CENTER OF A
 SS0936'GATE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SS0936'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0566 ***********************************************************************
 TK0566  DESIGNATION -  40 REB
 TK0566  PID         -  TK0566
 TK0566  STATE/COUNTY-  MT/BLAINE
 TK0566  USGS QUAD   -  TURNER SE (1984)
 TK0566
 TK0566                         *CURRENT SURVEY CONTROL
 TK0566  ___________________________________________________________________
 TK0566* NAD 83(1986)-  48 50 53.     (N)    108 22 06.     (W)     SCALED    
 TK0566* NAVD 88     -       924.633  (meters)    3033.57   (feet)  POSTED    
 TK0566  ___________________________________________________________________
 TK0566  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 TK0566  DYNAMIC HT  -         924.740 (meters)    3033.92  (feet)  COMP
 TK0566  MODELED GRAV-     980,696.5   (mgal)                       NAVD 88
 TK0566
 TK0566  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0566
 TK0566.The horizontal coordinates were scaled from a topographic map and have
 TK0566.an estimated accuracy of +/- 6 seconds.
 TK0566
 TK0566.The orthometric height was determined by differential leveling
 TK0566.and adjusted by the National Geodetic Survey in 1992..
 TK0566.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0566.rate of 0.0 thru 1.0 mm/km.
 TK0566
 TK0566.The geoid height was determined by GEOID03.
 TK0566
 TK0566.The dynamic height is computed by dividing the NAVD 88
 TK0566.geopotential number by the normal gravity value computed on the
 TK0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0566.degrees latitude (g = 980.6199 gals.).
 TK0566
 TK0566.The modeled gravity was interpolated from observed gravity values.
 TK0566
 TK0566;                    North         East    Units  Estimated Accuracy
 TK0566;SPC MT       -   511,570.      683,050.      MT  (+/- 180 meters Scaled)
 TK0566
 TK0566                          SUPERSEDED SURVEY CONTROL
 TK0566
 TK0566.No superseded survey control is available for this station.
 TK0566
 TK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV930139(NAD 83)
 TK0566_MARKER: DB = BENCH MARK DISK
 TK0566_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0566+WITH SETTING: INFORMATION.
 TK0566_SP_SET: SHALLOW-SET METAL ROD
 TK0566_STAMPING: 40 REB 1979
 TK0566_MARK LOGO: USGS  
 TK0566_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0566_ROD/PIPE-DEPTH: 2.44 meters
 TK0566
 TK0566  HISTORY     - Date     Condition        Report By
 TK0566  HISTORY     - 1979     MONUMENTED       USGS
 TK0566
 TK0566                          STATION DESCRIPTION
 TK0566
 TK0566'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0566'3.5 KM (2.20 MI) ENE FROM TURNER.
 TK0566'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0566'THENCE 1.8 MILES EAST ALONG HIGHWAY 241 AND A GRAVEL ROAD, THENCE 0.3
 TK0566'MILES NORTH ALONG A DIRT ROAD TO A RAILROAD CROSSING, 0.3 MILES NORTH
 TK0566'OF THE SOUTHWEST CORNER OF SECTION 29, T36N, R26E, 59 FEET NORTHEAST
 TK0566'OF A FIELD ROAD CROSSING, 37.1 FEET NORTH OF THE NORTH RAIL, AND 1.6
 TK0566'FEET SOUTH OF A TELEGRAPH POLE.
 TK0566'THE MARK IS 1.3 FT  E FROM  A WITNESS POST
 TK0566'THE MARK IS 4.2 FT BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0326 ***********************************************************************
 RU0326  DESIGNATION -  40 WR
 RU0326  PID         -  RU0326
 RU0326  STATE/COUNTY-  MT/TREASURE
 RU0326  USGS QUAD   -  HYSHAM (1983)
 RU0326
 RU0326                         *CURRENT SURVEY CONTROL
 RU0326  ___________________________________________________________________
 RU0326* NAD 83(1986)-  46 17 38.     (N)    107 08 51.     (W)     SCALED    
 RU0326* NAVD 88     -       794.994  (meters)    2608.24   (feet)  ADJUSTED  
 RU0326  ___________________________________________________________________
 RU0326  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 RU0326  DYNAMIC HT  -         794.908 (meters)    2607.96  (feet)  COMP
 RU0326  MODELED GRAV-     980,481.1   (mgal)                       NAVD 88
 RU0326
 RU0326  VERT ORDER  -  FIRST     CLASS II
 RU0326
 RU0326.The horizontal coordinates were scaled from a topographic map and have
 RU0326.an estimated accuracy of +/- 6 seconds.
 RU0326
 RU0326.The orthometric height was determined by differential leveling
 RU0326.and adjusted by the National Geodetic Survey in June 1991..
 RU0326
 RU0326.The geoid height was determined by GEOID03.
 RU0326
 RU0326.The dynamic height is computed by dividing the NAVD 88
 RU0326.geopotential number by the normal gravity value computed on the
 RU0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0326.degrees latitude (g = 980.6199 gals.).
 RU0326
 RU0326.The modeled gravity was interpolated from observed gravity values.
 RU0326
 RU0326;                    North         East    Units  Estimated Accuracy
 RU0326;SPC MT       -   229,850.      781,140.      MT  (+/- 180 meters Scaled)
 RU0326
 RU0326                          SUPERSEDED SURVEY CONTROL
 RU0326
 RU0326  NGVD 29 (??/??/92)  794.334  (m)         2606.08   (f) ADJ UNCH    1 2
 RU0326
 RU0326.Superseded values are not recommended for survey control.
 RU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0326.See file dsdata.txt to determine how the superseded data were derived.
 RU0326
 RU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM345289(NAD 83)
 RU0326_MARKER: DB = BENCH MARK DISK
 RU0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0326_STAMPING: 40 WR 1957 2606
 RU0326_MARK LOGO: USGS  
 RU0326_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0326+STABILITY: SURFACE MOTION
 RU0326
 RU0326  HISTORY     - Date     Condition        Report By
 RU0326  HISTORY     - 1957     MONUMENTED       USGS
 RU0326  HISTORY     - 1960     GOOD             NGS
 RU0326  HISTORY     - 1981     GOOD             NGS
 RU0326
 RU0326                          STATION DESCRIPTION
 RU0326
 RU0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0326'4.3 MI E FROM HYSHAM.
 RU0326'ABOUT 4.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0326'STATION AT HYSHAM, IN THE NORTHEAST 1/4 OF SECTION 12, T 6 N, R 36 E,
 RU0326'6 POLES EAST OF MILEPOST 147, ABOUT 0.25 MILE EAST OF A ROAD CROSSING,
 RU0326'201 FEET SOUTH OF THE SOUTH RAIL, 43 FEET SOUTH OF THE CENTER LINE OF
 RU0326'U. S. HIGHWAY 10 AND 12, 6 FEET WEST OF A POWER POLE, 4 1/2 FEET SOUTH
 RU0326'OF THE HIGHWAY RIGHT OF WAY FENCE, 1 FOOT WEST OF A METAL WITNESS
 RU0326'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 RU0326'CONCRETE POST FLUSH WITH THE GROUND.
 RU0326
 RU0326                          STATION RECOVERY (1981)
 RU0326
 RU0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0326'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0326'6.9 KM (4.3 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0326'THE RAILROAD STATION IN HYSHAM, 0.4 KM (0.25 MI) EAST OF A GRAVELEDED
 RU0326'ROAD CROSSING, 0.2 KM (0.1 MI) EAST OF MILE POST 147, 0.2 KM (0.15 MI)
 RU0326'WEST OF A SPUR TRACK CROSSING U.S. HIGHWAYS 10 AND 312, AT A POWERLINE
 RU0326'CROSSING, 61.6 METERS (202.0 FT) SOUTH OF THE NEAR RAIL, 13.4 METERS
 RU0326'(44.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.8 METERS (6.0 FT)
 RU0326'WEST OF UTILITY POLE NUMBER C 10, AND 1.4 METERS (4.5 FT) SOUTH OF A
 RU0326'FENCE.
 RU0326'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RU0326'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0098 ***********************************************************************
 ST0098  DESIGNATION -  4000
 ST0098  PID         -  ST0098
 ST0098  STATE/COUNTY-  MT/TETON
 ST0098  USGS QUAD   -  CHOTEAU (1987)
 ST0098
 ST0098                         *CURRENT SURVEY CONTROL
 ST0098  ___________________________________________________________________
 ST0098* NAD 83(1986)-  47 47 35.     (N)    112 14 02.     (W)     SCALED    
 ST0098* NAVD 88     -      1221.228  (meters)    4006.65   (feet)  ADJUSTED  
 ST0098  ___________________________________________________________________
 ST0098  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0098  DYNAMIC HT  -        1221.132 (meters)    4006.33  (feet)  COMP
 ST0098  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 ST0098
 ST0098  VERT ORDER  -  SECOND    CLASS 0
 ST0098
 ST0098.The horizontal coordinates were scaled from a topographic map and have
 ST0098.an estimated accuracy of +/- 6 seconds.
 ST0098
 ST0098.The orthometric height was determined by differential leveling
 ST0098.and adjusted by the National Geodetic Survey in June 1991..
 ST0098
 ST0098.The geoid height was determined by GEOID03.
 ST0098
 ST0098.The dynamic height is computed by dividing the NAVD 88
 ST0098.geopotential number by the normal gravity value computed on the
 ST0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0098.degrees latitude (g = 980.6199 gals.).
 ST0098
 ST0098.The modeled gravity was interpolated from observed gravity values.
 ST0098
 ST0098;                    North         East    Units  Estimated Accuracy
 ST0098;SPC MT       -   397,270.      395,320.      MT  (+/- 180 meters Scaled)
 ST0098
 ST0098                          SUPERSEDED SURVEY CONTROL
 ST0098
 ST0098  NGVD 29 (??/??/92) 1220.252  (m)         4003.44   (f) ADJ UNCH    2 0
 ST0098
 ST0098.Superseded values are not recommended for survey control.
 ST0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0098.See file dsdata.txt to determine how the superseded data were derived.
 ST0098
 ST0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT075940(NAD 83)
 ST0098_MARKER: P = PIPE CAP
 ST0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0098_STAMPING: 4000 BUTTE
 ST0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0098
 ST0098  HISTORY     - Date     Condition        Report By
 ST0098  HISTORY     - UNK      MONUMENTED       USGS
 ST0098  HISTORY     - 1961     GOOD             NGS
 ST0098
 ST0098                          STATION DESCRIPTION
 ST0098
 ST0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0098'2.9 MI SW FROM CHOTEAU.
 ST0098'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0098'CHOTEAU, THENCE 2.1 MILES WEST ALONG A GRAVEL ROAD, 26 1/2 FEET
 ST0098'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 74 FEET NORTH OF A TELEPHONE
 ST0098'POLE, 2.7 FEET NORTHWEST OF A FENCE, 0.9 FOOT NORTHWEST OF A WITNESS
 ST0098'POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF A 3
 ST0098'1/2-INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1199 ***********************************************************************
 SS1199  DESIGNATION -  4002.98
 SS1199  PID         -  SS1199
 SS1199  STATE/COUNTY-  MT/TETON
 SS1199  USGS QUAD   -  FAIRFIELD (1983)
 SS1199
 SS1199                         *CURRENT SURVEY CONTROL
 SS1199  ___________________________________________________________________
 SS1199* NAD 83(1986)-  47 36 39.     (N)    111 55 21.     (W)     SCALED    
 SS1199* NAVD 88     -      1221.866  (meters)    4008.74   (feet)  ADJUSTED  
 SS1199  ___________________________________________________________________
 SS1199  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1199  DYNAMIC HT  -        1221.743 (meters)    4008.34  (feet)  COMP
 SS1199  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 SS1199
 SS1199  VERT ORDER  -  SECOND    CLASS 0
 SS1199
 SS1199.The horizontal coordinates were scaled from a topographic map and have
 SS1199.an estimated accuracy of +/- 6 seconds.
 SS1199
 SS1199.The orthometric height was determined by differential leveling
 SS1199.and adjusted by the National Geodetic Survey in June 1991..
 SS1199
 SS1199.The geoid height was determined by GEOID03.
 SS1199
 SS1199.The dynamic height is computed by dividing the NAVD 88
 SS1199.geopotential number by the normal gravity value computed on the
 SS1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1199.degrees latitude (g = 980.6199 gals.).
 SS1199
 SS1199.The modeled gravity was interpolated from observed gravity values.
 SS1199
 SS1199;                    North         East    Units  Estimated Accuracy
 SS1199;SPC MT       -   376,260.      417,990.      MT  (+/- 180 meters Scaled)
 SS1199
 SS1199                          SUPERSEDED SURVEY CONTROL
 SS1199
 SS1199  NGVD 29 (??/??/92) 1220.889  (m)         4005.53   (f) ADJ UNCH    2 0
 SS1199
 SS1199.Superseded values are not recommended for survey control.
 SS1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1199.See file dsdata.txt to determine how the superseded data were derived.
 SS1199
 SS1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT306734(NAD 83)
 SS1199_MARKER: DD = SURVEY DISK
 SS1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1199_SP_SET: CULVERT
 SS1199_STAMPING: 4002.98
 SS1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1199
 SS1199  HISTORY     - Date     Condition        Report By
 SS1199  HISTORY     - UNK      MONUMENTED       BOR
 SS1199  HISTORY     - 1961     GOOD             NGS
 SS1199  HISTORY     - 1978     MARK NOT FOUND   USGS
 SS1199
 SS1199                          STATION DESCRIPTION
 SS1199
 SS1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1199'3.05 MI E FROM FAIRFIELD.
 SS1199'3.05 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1199'FAIRFIELD, AT THE CROSSING OF A SMALL IRRIGATION DITCH, IN THE TOP OF
 SS1199'THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT
 SS1199'UNDER HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.6
 SS1199'FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 1/2 FOOT
 SS1199'HIGHER THAN THE HIGHWAY.
 SS1199
 SS1199                          STATION RECOVERY (1978)
 SS1199
 SS1199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SS1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0257 ***********************************************************************
 RX0257  DESIGNATION -  4004
 RX0257  PID         -  RX0257
 RX0257  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0257  USGS QUAD   -  HELENA (1985)
 RX0257
 RX0257                         *CURRENT SURVEY CONTROL
 RX0257  ___________________________________________________________________
 RX0257* NAD 83(1986)-  46 37 08.     (N)    112 06 18.     (W)     SCALED    
 RX0257* NAVD 88     -      1222.234  (meters)    4009.95   (feet)  ADJUSTED  
 RX0257  ___________________________________________________________________
 RX0257  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0257  DYNAMIC HT  -        1221.964 (meters)    4009.06  (feet)  COMP
 RX0257  MODELED GRAV-     980,351.5   (mgal)                       NAVD 88
 RX0257
 RX0257  VERT ORDER  -  FIRST     CLASS II
 RX0257
 RX0257.The horizontal coordinates were scaled from a topographic map and have
 RX0257.an estimated accuracy of +/- 6 seconds.
 RX0257
 RX0257.The orthometric height was determined by differential leveling
 RX0257.and adjusted by the National Geodetic Survey in June 1991..
 RX0257.WARNING-Repeat measurements at this control monument indicate possible
 RX0257.vertical movement.
 RX0257
 RX0257.The geoid height was determined by GEOID03.
 RX0257
 RX0257.The dynamic height is computed by dividing the NAVD 88
 RX0257.geopotential number by the normal gravity value computed on the
 RX0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0257.degrees latitude (g = 980.6199 gals.).
 RX0257
 RX0257.The modeled gravity was interpolated from observed gravity values.
 RX0257
 RX0257;                    North         East    Units  Estimated Accuracy
 RX0257;SPC MT       -   266,550.      400,620.      MT  (+/- 180 meters Scaled)
 RX0257
 RX0257                          SUPERSEDED SURVEY CONTROL
 RX0257
 RX0257  NGVD 29 (??/??/92) 1221.185  (m)         4006.50   (f) ADJ UNCH    1 2
 RX0257
 RX0257.Superseded values are not recommended for survey control.
 RX0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0257.See file dsdata.txt to determine how the superseded data were derived.
 RX0257
 RX0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS153634(NAD 83)
 RX0257_MARKER: DD = SURVEY DISK
 RX0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0257_SP_SET: STONE BLOCK
 RX0257_STAMPING: 4004 BUTTE
 RX0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0257
 RX0257  HISTORY     - Date     Condition        Report By
 RX0257  HISTORY     - UNK      MONUMENTED       USGS
 RX0257  HISTORY     - 1962     GOOD             NGS
 RX0257
 RX0257                          STATION DESCRIPTION
 RX0257
 RX0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0257'IN FORT HARRISON.
 RX0257'AT FORT HARRISON, 0.1 MILE NORTHWEST OF A HOSPITAL, SET VERTICALLY IN
 RX0257'THE SOUTH FACE OF A STONE BLOCK WITH CONCRETE BASE WHICH PROJECTS 2.0
 RX0257'FEET ABOVE THE GROUND, 100 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST
 RX0257'CORNER OF BUILDING 10, 51 FEET NORTH OF THE NORTH CURB OF A STREET,
 RX0257'ABOUT 2 1/2 FEET HIGHER THAN THE STREET, AND ABOUT 2 FEET ABOVE THE
 RX0257'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0682 ***********************************************************************
 RX0682  DESIGNATION -  4012
 RX0682  PID         -  RX0682
 RX0682  STATE/COUNTY-  MT/MISSOULA
 RX0682  USGS QUAD   -  GREENOUGH (1965)
 RX0682
 RX0682                         *CURRENT SURVEY CONTROL
 RX0682  ___________________________________________________________________
 RX0682* NAD 83(1986)-  46 52 51.     (N)    113 29 10.     (W)     SCALED    
 RX0682* NAVD 88     -      1223.271  (meters)    4013.35   (feet)  ADJUSTED  
 RX0682  ___________________________________________________________________
 RX0682  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 RX0682  DYNAMIC HT  -        1223.050 (meters)    4012.62  (feet)  COMP
 RX0682  MODELED GRAV-     980,391.2   (mgal)                       NAVD 88
 RX0682
 RX0682  VERT ORDER  -  SECOND    CLASS 0
 RX0682
 RX0682.The horizontal coordinates were scaled from a topographic map and have
 RX0682.an estimated accuracy of +/- 6 seconds.
 RX0682
 RX0682.The orthometric height was determined by differential leveling
 RX0682.and adjusted by the National Geodetic Survey in June 1991..
 RX0682
 RX0682.The geoid height was determined by GEOID03.
 RX0682
 RX0682.The dynamic height is computed by dividing the NAVD 88
 RX0682.geopotential number by the normal gravity value computed on the
 RX0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0682.degrees latitude (g = 980.6199 gals.).
 RX0682
 RX0682.The modeled gravity was interpolated from observed gravity values.
 RX0682
 RX0682;                    North         East    Units  Estimated Accuracy
 RX0682;SPC MT       -   300,060.      296,470.      MT  (+/- 180 meters Scaled)
 RX0682
 RX0682                          SUPERSEDED SURVEY CONTROL
 RX0682
 RX0682  NGVD 29 (??/??/92) 1222.166  (m)         4009.72   (f) ADJ UNCH    2 0
 RX0682
 RX0682.Superseded values are not recommended for survey control.
 RX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0682.See file dsdata.txt to determine how the superseded data were derived.
 RX0682
 RX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS105949(NAD 83)
 RX0682_MARKER: P = PIPE CAP
 RX0682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0682_STAMPING: 4012 MSLA
 RX0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0682
 RX0682  HISTORY     - Date     Condition        Report By
 RX0682  HISTORY     - UNK      MONUMENTED       USGS
 RX0682  HISTORY     - 1982     GOOD             LOCSUR
 RX0682
 RX0682                          STATION DESCRIPTION
 RX0682
 RX0682'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 RX0682'4.0 MI SW FROM GREENOUGH.
 RX0682'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM GREENOUGH, MISSOULA
 RX0682'COUNTY, ON THE NORTHEAST SIDE OF A SMALL MARSHY AREA FULL OF BRUSH, 59
 RX0682'FEET SOUTH OF THE CENTERLINE OF THE RIGHT-OF-WAY OF THE PROPOSED ROAD,
 RX0682'AND 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 RX0682'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4012 MSLA AND RIVETED ON THE
 RX0682'TOP OF A 3-1/2-INCH IRON PIPE.
 RX0682
 RX0682                          STATION RECOVERY (1982)
 RX0682
 RX0682'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 RX0682'PROJECTING 1 FOOT ABOVE GROUND, 7 FEET SOUTH OF 4 STRAND BARBED WIRE
 RX0682'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0499 ***********************************************************************
 RX0499  DESIGNATION -  4014
 RX0499  PID         -  RX0499
 RX0499  STATE/COUNTY-  MT/GRANITE
 RX0499  USGS QUAD   -  LIMESTONE RIDGE (1989)
 RX0499
 RX0499                         *CURRENT SURVEY CONTROL
 RX0499  ___________________________________________________________________
 RX0499* NAD 83(1986)-  46 37 57.     (N)    113 05 19.     (W)     SCALED    
 RX0499* NAVD 88     -      1223.831  (meters)    4015.19   (feet)  ADJUSTED  
 RX0499  ___________________________________________________________________
 RX0499  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 RX0499  DYNAMIC HT  -        1223.569 (meters)    4014.33  (feet)  COMP
 RX0499  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 RX0499
 RX0499  VERT ORDER  -  FIRST     CLASS II
 RX0499
 RX0499.The horizontal coordinates were scaled from a topographic map and have
 RX0499.an estimated accuracy of +/- 6 seconds.
 RX0499
 RX0499.The orthometric height was determined by differential leveling
 RX0499.and adjusted by the National Geodetic Survey in June 1991..
 RX0499
 RX0499.The geoid height was determined by GEOID03.
 RX0499
 RX0499.The dynamic height is computed by dividing the NAVD 88
 RX0499.geopotential number by the normal gravity value computed on the
 RX0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0499.degrees latitude (g = 980.6199 gals.).
 RX0499
 RX0499.The modeled gravity was interpolated from observed gravity values.
 RX0499
 RX0499;                    North         East    Units  Estimated Accuracy
 RX0499;SPC MT       -   271,040.      325,460.      MT  (+/- 180 meters Scaled)
 RX0499
 RX0499                          SUPERSEDED SURVEY CONTROL
 RX0499
 RX0499  NGVD 29 (??/??/92) 1222.746  (m)         4011.63   (f) ADJ UNCH    1 2
 RX0499
 RX0499.Superseded values are not recommended for survey control.
 RX0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0499.See file dsdata.txt to determine how the superseded data were derived.
 RX0499
 RX0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS401664(NAD 83)
 RX0499_MARKER: P = PIPE CAP
 RX0499_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0499_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0499_STAMPING: 4011.810 MSLA
 RX0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0499
 RX0499  HISTORY     - Date     Condition        Report By
 RX0499  HISTORY     - UNK      MONUMENTED       USGS
 RX0499  HISTORY     - 1959     GOOD             NGS
 RX0499  HISTORY     - 1979     GOOD             NGS
 RX0499
 RX0499                          STATION DESCRIPTION
 RX0499
 RX0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0499'3.7 MI E FROM DRUMMOND.
 RX0499'ABOUT 3.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0499'STATION AT DRUMMOND, 152 FEET WEST OF MILEPOST 67, IN SECTION 10, T 10
 RX0499'N, R 12 W, 43.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 30
 RX0499'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 54 FEET SOUTH OF A
 RX0499'FNECE, 16 1/2 FEET EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 RX0499'TELEPHONE POLES, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACKS, AND ON
 RX0499'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 15 INCHES.
 RX0499
 RX0499                          STATION RECOVERY (1979)
 RX0499
 RX0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0499'OMIT--54 FEET SOUTH OF FENCE.
 RX0499'ADD--RAILWAY IS NOW THE BURLINGTON NORTHERN RAILWAY, AT HIGHWAY
 RX0499'MILE POST 158.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0426 ***********************************************************************
 ST0426  DESIGNATION -  4029 MSLA
 ST0426  PID         -  ST0426
 ST0426  STATE/COUNTY-  MT/POWELL
 ST0426  USGS QUAD   -  OVANDO (1968)
 ST0426
 ST0426                         *CURRENT SURVEY CONTROL
 ST0426  ___________________________________________________________________
 ST0426* NAD 83(1986)-  47 03 06.     (N)    113 11 05.     (W)     SCALED    
 ST0426* NAVD 88     -      1228.691  (meters)    4031.13   (feet)  ADJUSTED  
 ST0426  ___________________________________________________________________
 ST0426  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 ST0426  DYNAMIC HT  -        1228.472 (meters)    4030.41  (feet)  COMP
 ST0426  MODELED GRAV-     980,393.3   (mgal)                       NAVD 88
 ST0426
 ST0426  VERT ORDER  -  SECOND    CLASS 0
 ST0426
 ST0426.The horizontal coordinates were scaled from a topographic map and have
 ST0426.an estimated accuracy of +/- 6 seconds.
 ST0426
 ST0426.The orthometric height was determined by differential leveling
 ST0426.and adjusted by the National Geodetic Survey in June 1991..
 ST0426
 ST0426.The geoid height was determined by GEOID03.
 ST0426
 ST0426.The dynamic height is computed by dividing the NAVD 88
 ST0426.geopotential number by the normal gravity value computed on the
 ST0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0426.degrees latitude (g = 980.6199 gals.).
 ST0426
 ST0426.The modeled gravity was interpolated from observed gravity values.
 ST0426
 ST0426;                    North         East    Units  Estimated Accuracy
 ST0426;SPC MT       -   317,900.      320,300.      MT  (+/- 180 meters Scaled)
 ST0426
 ST0426                          SUPERSEDED SURVEY CONTROL
 ST0426
 ST0426  NGVD 29 (??/??/92) 1227.590  (m)         4027.52   (f) ADJ UNCH    2 0
 ST0426
 ST0426.Superseded values are not recommended for survey control.
 ST0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0426.See file dsdata.txt to determine how the superseded data were derived.
 ST0426
 ST0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT340132(NAD 83)
 ST0426_MARKER: P = PIPE CAP
 ST0426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0426_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0426_STAMPING: 4029 MSLA
 ST0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0426
 ST0426  HISTORY     - Date     Condition        Report By
 ST0426  HISTORY     - UNK      MONUMENTED       USGS
 ST0426  HISTORY     - 1934     GOOD             NGS
 ST0426
 ST0426                          STATION DESCRIPTION
 ST0426
 ST0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ST0426'3.8 MI W FROM OVANDO.
 ST0426'3.8 MILES WEST ALONG STATE HIGHWAY 20 FROM OVANDO, 0.1 MILE NORTH OF A
 ST0426'BRIDGE OVER MONTOUR RIVER, NEAR A LOG SCHOOLHOUSE, AND ABOUT 32 FEET
 ST0426'WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 ST0426'SURVEY STANDARD CAP, STAMPED 4029 MSLA AND SET IN THE TOP OF A
 ST0426'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0037 ***********************************************************************
 QZ0037  DESIGNATION -  4033
 QZ0037  PID         -  QZ0037
 QZ0037  STATE/COUNTY-  MT/RAVALLI
 QZ0037  USGS QUAD   -  ROBBINS GULCH (1964)
 QZ0037
 QZ0037                         *CURRENT SURVEY CONTROL
 QZ0037  ___________________________________________________________________
 QZ0037* NAD 83(1986)-  45 55 00.     (N)    114 06 16.     (W)     SCALED    
 QZ0037* NAVD 88     -      1245.012  (meters)    4084.68   (feet)  ADJUSTED  
 QZ0037  ___________________________________________________________________
 QZ0037  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 QZ0037  DYNAMIC HT  -        1244.608 (meters)    4083.35  (feet)  COMP
 QZ0037  MODELED GRAV-     980,249.6   (mgal)                       NAVD 88
 QZ0037
 QZ0037  VERT ORDER  -  FIRST     CLASS II
 QZ0037
 QZ0037.The horizontal coordinates were scaled from a topographic map and have
 QZ0037.an estimated accuracy of +/- 6 seconds.
 QZ0037
 QZ0037.The orthometric height was determined by differential leveling
 QZ0037.and adjusted by the National Geodetic Survey in June 1991..
 QZ0037
 QZ0037.The geoid height was determined by GEOID03.
 QZ0037
 QZ0037.The dynamic height is computed by dividing the NAVD 88
 QZ0037.geopotential number by the normal gravity value computed on the
 QZ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0037.degrees latitude (g = 980.6199 gals.).
 QZ0037
 QZ0037.The modeled gravity was interpolated from observed gravity values.
 QZ0037
 QZ0037;                    North         East    Units  Estimated Accuracy
 QZ0037;SPC MT       -   195,710.      243,150.      MT  (+/- 180 meters Scaled)
 QZ0037
 QZ0037                          SUPERSEDED SURVEY CONTROL
 QZ0037
 QZ0037  NGVD 29 (??/??/92) 1243.850  (m)         4080.86   (f) ADJ UNCH    1 2
 QZ0037
 QZ0037.Superseded values are not recommended for survey control.
 QZ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0037.See file dsdata.txt to determine how the superseded data were derived.
 QZ0037
 QZ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL245888(NAD 83)
 QZ0037_MARKER: P = PIPE CAP
 QZ0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QZ0037_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QZ0037_STAMPING: 4080.969
 QZ0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0037
 QZ0037  HISTORY     - Date     Condition        Report By
 QZ0037  HISTORY     - UNK      MONUMENTED       USGS
 QZ0037  HISTORY     - 1935     GOOD             USGS
 QZ0037
 QZ0037                          STATION DESCRIPTION
 QZ0037
 QZ0037'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 QZ0037'9.5 MI S FROM DARBY.
 QZ0037'9.5 MILES SOUTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 93 FROM THE POST
 QZ0037'OFFICE AT DARBY, 175 FEET WEST OF THE WEST END OF THE WOODEN BRIDGE
 QZ0037'OVER EAST FORK BITTERROOT RIVER, 30 FEET SOUTHWEST OF THE FENCE AT THE
 QZ0037'SOUTHWEST CORNER OF AN AIRPORT, AND 13 FEET SOUTHWEST OF THE ANCHOR
 QZ0037'POST AT AN ANGLE IN A ROW OF POLES.  A UNITED STATES GEOLOGICAL SURVEY
 QZ0037'STANDARD CAP, STAMPED 4080.969 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 QZ0037'IRON PIPE PROJECTING 16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0042 ***********************************************************************
 RV0042  DESIGNATION -  4035
 RV0042  PID         -  RV0042
 RV0042  STATE/COUNTY-  MT/MUSSELSHELL
 RV0042  USGS QUAD   -  SIGNAL MOUNTAIN (1980)
 RV0042
 RV0042                         *CURRENT SURVEY CONTROL
 RV0042  ___________________________________________________________________
 RV0042* NAD 83(1986)-  46 15 11.     (N)    108 25 46.     (W)     SCALED    
 RV0042* NAVD 88     -      1230.593  (meters)    4037.37   (feet)  ADJUSTED  
 RV0042  ___________________________________________________________________
 RV0042  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RV0042  DYNAMIC HT  -        1230.392 (meters)    4036.71  (feet)  COMP
 RV0042  MODELED GRAV-     980,407.3   (mgal)                       NAVD 88
 RV0042
 RV0042  VERT ORDER  -  SECOND    CLASS 0
 RV0042
 RV0042.The horizontal coordinates were scaled from a topographic map and have
 RV0042.an estimated accuracy of +/- 6 seconds.
 RV0042
 RV0042.The orthometric height was determined by differential leveling
 RV0042.and adjusted by the National Geodetic Survey in June 1991..
 RV0042
 RV0042.The geoid height was determined by GEOID03.
 RV0042
 RV0042.The dynamic height is computed by dividing the NAVD 88
 RV0042.geopotential number by the normal gravity value computed on the
 RV0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0042.degrees latitude (g = 980.6199 gals.).
 RV0042
 RV0042.The modeled gravity was interpolated from observed gravity values.
 RV0042
 RV0042;                    North         East    Units  Estimated Accuracy
 RV0042;SPC MT       -   223,160.      682,500.      MT  (+/- 180 meters Scaled)
 RV0042
 RV0042                          SUPERSEDED SURVEY CONTROL
 RV0042
 RV0042  NGVD 29 (??/??/92) 1229.801  (m)         4034.77   (f) ADJ UNCH    2 0
 RV0042
 RV0042.Superseded values are not recommended for survey control.
 RV0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0042.See file dsdata.txt to determine how the superseded data were derived.
 RV0042
 RV0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS981253(NAD 83)
 RV0042_MARKER: P = PIPE CAP
 RV0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0042_STAMPING: 4035 1916
 RV0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0042
 RV0042  HISTORY     - Date     Condition        Report By
 RV0042  HISTORY     - 1916     MONUMENTED       USGS
 RV0042
 RV0042                          STATION DESCRIPTION
 RV0042
 RV0042'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 RV0042'4.9 MI N FROM THIRTY MILE INN.
 RV0042'4.9 MILES NORTH ALONG U. S. HIGHWAY 87 FROM THIRTY MILE INN,
 RV0042'MUSSELSHELL COUNTY, BETWEEN TWO HIGH SANDSTONE OUTCROPS, AT AN
 RV0042'S-CURVE, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1
 RV0042'FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 RV0042'SURVEY STANDARD CAP, STAMPED 4035 1916 AND RIVETED ON THE TOP OF A
 RV0042'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0265 ***********************************************************************
 RY0265  DESIGNATION -  4054
 RY0265  PID         -  RY0265
 RY0265  STATE/COUNTY-  MT/MISSOULA
 RY0265  USGS QUAD   -  LUPINE CREEK (1964)
 RY0265
 RY0265                         *CURRENT SURVEY CONTROL
 RY0265  ___________________________________________________________________
 RY0265* NAD 83(1986)-  46 45 08.     (N)    114 30 34.     (W)     SCALED    
 RY0265* NAVD 88     -      1237.868  (meters)    4061.24   (feet)  ADJUSTED  
 RY0265  ___________________________________________________________________
 RY0265  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 RY0265  DYNAMIC HT  -        1237.602 (meters)    4060.37  (feet)  COMP
 RY0265  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 RY0265
 RY0265  VERT ORDER  -  FIRST     CLASS II
 RY0265
 RY0265.The horizontal coordinates were scaled from a topographic map and have
 RY0265.an estimated accuracy of +/- 6 seconds.
 RY0265
 RY0265.The orthometric height was determined by differential leveling
 RY0265.and adjusted by the National Geodetic Survey in June 1991..
 RY0265
 RY0265.The geoid height was determined by GEOID03.
 RY0265
 RY0265.The dynamic height is computed by dividing the NAVD 88
 RY0265.geopotential number by the normal gravity value computed on the
 RY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0265.degrees latitude (g = 980.6199 gals.).
 RY0265
 RY0265.The modeled gravity was interpolated from observed gravity values.
 RY0265
 RY0265;                    North         East    Units  Estimated Accuracy
 RY0265;SPC MT       -   290,280.      217,730.      MT  (+/- 180 meters Scaled)
 RY0265
 RY0265                          SUPERSEDED SURVEY CONTROL
 RY0265
 RY0265  NGVD 29 (??/??/92) 1236.712  (m)         4057.45   (f) ADJ UNCH    1 2
 RY0265
 RY0265.Superseded values are not recommended for survey control.
 RY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0265.See file dsdata.txt to determine how the superseded data were derived.
 RY0265
 RY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM902806(NAD 83)
 RY0265_MARKER: DD = SURVEY DISK
 RY0265_SETTING: 80 = SET IN A BOULDER
 RY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0265+STABILITY: SURFACE MOTION
 RY0265
 RY0265  HISTORY     - Date     Condition        Report By
 RY0265  HISTORY     - UNK      MONUMENTED       USGS
 RY0265  HISTORY     - 1950     GOOD             NGS
 RY0265
 RY0265                          STATION DESCRIPTION
 RY0265
 RY0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0265'2.1 MI NE FROM LOLO HOT SPRINGS.
 RY0265'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT LOLO HOT
 RY0265'SPRINGS, THENCE 2.0 MILES NORTHEAST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0265'IN TOP OF A SMALL BOULDER, ABOUT 60 YARDS SOUTHEAST AND ACROSS LOLO
 RY0265'CREEK FROM THE CENTER LINE OF THE HIGHWAY, ABOUT 60 YARDS SOUTH AND
 RY0265'ACROSS LOLO CREEK FROM THE NORTHEAST END OF A WOODEN GUARD RAIL, 78
 RY0265'FEET NORTH OF NORTHWEST CORNER OF REMAINS OF AN OLD LOG HOUSE, 20.2
 RY0265'FEET SOUTH OF A FENCE LINE, ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
 RY0265'NOTE-- THIS MARK IS ON A 45 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0016 ***********************************************************************
 RX0016  DESIGNATION -  4071
 RX0016  PID         -  RX0016
 RX0016  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0016  USGS QUAD   -  HELENA (1985)
 RX0016
 RX0016                         *CURRENT SURVEY CONTROL
 RX0016  ___________________________________________________________________
 RX0016* NAD 83(1986)-  46 35 21.     (N)    112 02 27.     (W)     SCALED    
 RX0016* NAVD 88     -      1241.809  (meters)    4074.17   (feet)  ADJUSTED  
 RX0016  ___________________________________________________________________
 RX0016  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0016  DYNAMIC HT  -        1241.534 (meters)    4073.27  (feet)  COMP
 RX0016  MODELED GRAV-     980,350.0   (mgal)                       NAVD 88
 RX0016
 RX0016  VERT ORDER  -  FIRST     CLASS II
 RX0016
 RX0016.The horizontal coordinates were scaled from a topographic map and have
 RX0016.an estimated accuracy of +/- 6 seconds.
 RX0016
 RX0016.The orthometric height was determined by differential leveling
 RX0016.and adjusted by the National Geodetic Survey in June 1991..
 RX0016.WARNING-Repeat measurements at this control monument indicate possible
 RX0016.vertical movement.
 RX0016
 RX0016.The geoid height was determined by GEOID03.
 RX0016
 RX0016.The dynamic height is computed by dividing the NAVD 88
 RX0016.geopotential number by the normal gravity value computed on the
 RX0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0016.degrees latitude (g = 980.6199 gals.).
 RX0016
 RX0016.The modeled gravity was interpolated from observed gravity values.
 RX0016
 RX0016;                    North         East    Units  Estimated Accuracy
 RX0016;SPC MT       -   263,090.      405,430.      MT  (+/- 180 meters Scaled)
 RX0016
 RX0016                          SUPERSEDED SURVEY CONTROL
 RX0016
 RX0016  NGVD 29 (??/??/92) 1240.766  (m)         4070.75   (f) ADJ UNCH    1 2
 RX0016
 RX0016.Superseded values are not recommended for survey control.
 RX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0016.See file dsdata.txt to determine how the superseded data were derived.
 RX0016
 RX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS202600(NAD 83)
 RX0016_MARKER: DD = SURVEY DISK
 RX0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0016_SP_SET: BUILDING
 RX0016_STAMPING: 4071.287 9
 RX0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0016
 RX0016  HISTORY     - Date     Condition        Report By
 RX0016  HISTORY     - UNK      MONUMENTED       USGLO
 RX0016  HISTORY     - 1962     GOOD             NGS
 RX0016
 RX0016                          STATION DESCRIPTION
 RX0016
 RX0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0016'IN HELENA.
 RX0016'AT HELENA, AT NUMBER 5 SIXTH AVENUE, AT THE SOUTHWEST CORNER OF THE
 RX0016'INTERSECTION OF LAST CHANCE GULCH AND SIXTH AVENUE, SET VERTICALLY IN
 RX0016'THE NORTH WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0465 ***********************************************************************
 RW0465  DESIGNATION -  4071.84
 RW0465  PID         -  RW0465
 RW0465  STATE/COUNTY-  MT/JEFFERSON
 RW0465  USGS QUAD   -  EAST HELENA (1985)
 RW0465
 RW0465                         *CURRENT SURVEY CONTROL
 RW0465  ___________________________________________________________________
 RW0465* NAD 83(1986)-  46 31 44.     (N)    111 56 25.     (W)     SCALED    
 RW0465* NAVD 88     -      1242.064  (meters)    4075.01   (feet)  ADJUSTED  
 RW0465  ___________________________________________________________________
 RW0465  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 RW0465  DYNAMIC HT  -        1241.773 (meters)    4074.05  (feet)  COMP
 RW0465  MODELED GRAV-     980,336.9   (mgal)                       NAVD 88
 RW0465
 RW0465  VERT ORDER  -  FIRST     CLASS II
 RW0465
 RW0465.The horizontal coordinates were scaled from a topographic map and have
 RW0465.an estimated accuracy of +/- 6 seconds.
 RW0465
 RW0465.The orthometric height was determined by differential leveling
 RW0465.and adjusted by the National Geodetic Survey in June 1991..
 RW0465
 RW0465.The geoid height was determined by GEOID03.
 RW0465
 RW0465.The dynamic height is computed by dividing the NAVD 88
 RW0465.geopotential number by the normal gravity value computed on the
 RW0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0465.degrees latitude (g = 980.6199 gals.).
 RW0465
 RW0465.The modeled gravity was interpolated from observed gravity values.
 RW0465
 RW0465;                    North         East    Units  Estimated Accuracy
 RW0465;SPC MT       -   256,150.      412,920.      MT  (+/- 180 meters Scaled)
 RW0465
 RW0465                          SUPERSEDED SURVEY CONTROL
 RW0465
 RW0465.No superseded survey control is available for this station.
 RW0465
 RW0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS278532(NAD 83)
 RW0465_MARKER: DB = BENCH MARK DISK
 RW0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0465_SP_SET: CONCRETE POST
 RW0465_STAMPING: 4071.84
 RW0465_PROJECTION: PROJECTING 91 CENTIMETERS
 RW0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0465+STABILITY: SURFACE MOTION
 RW0465
 RW0465  HISTORY     - Date     Condition        Report By
 RW0465  HISTORY     - UNK      MONUMENTED       MTDH
 RW0465  HISTORY     - 1980     GOOD             NGS
 RW0465
 RW0465                          STATION DESCRIPTION
 RW0465
 RW0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RW0465'9.6 KM SE FROM HELENA.
 RW0465'9.6 KM (6.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 15
 RW0465'FROM THE U.S. HIGHWAYS 12 AND 287 OVERPASS IN HELENA, IN TOP OF A
 RW0465'6 INCH SQUARE 2 FOOT HIGH CONCRETE POST, 24.1 METERS (79.0 FT)
 RW0465'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 RW0465'20.8 METERS (68.4 FT) SOUTHWEST OF THE SOUTHWEST END OF A GUARD
 RW0465'RAIL, AND 5.2 METERS (17.0 FT) EAST OF A FENCE.
 RW0465'THE MARK IS 4.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0495 ***********************************************************************
 RX0495  DESIGNATION -  4079
 RX0495  PID         -  RX0495
 RX0495  STATE/COUNTY-  MT/POWELL
 RX0495  USGS QUAD   -  DUNKLEBERG CREEK (1996)
 RX0495
 RX0495                         *CURRENT SURVEY CONTROL
 RX0495  ___________________________________________________________________
 RX0495* NAD 83(1986)-  46 36 40.     (N)    113 02 02.     (W)     SCALED    
 RX0495* NAVD 88     -      1243.669  (meters)    4080.27   (feet)  ADJUSTED  
 RX0495  ___________________________________________________________________
 RX0495  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 RX0495  DYNAMIC HT  -        1243.388 (meters)    4079.35  (feet)  COMP
 RX0495  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 RX0495
 RX0495  VERT ORDER  -  FIRST     CLASS II
 RX0495
 RX0495.The horizontal coordinates were scaled from a topographic map and have
 RX0495.an estimated accuracy of +/- 6 seconds.
 RX0495
 RX0495.The orthometric height was determined by differential leveling
 RX0495.and adjusted by the National Geodetic Survey in June 1991..
 RX0495
 RX0495.The geoid height was determined by GEOID03.
 RX0495
 RX0495.The dynamic height is computed by dividing the NAVD 88
 RX0495.geopotential number by the normal gravity value computed on the
 RX0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0495.degrees latitude (g = 980.6199 gals.).
 RX0495
 RX0495.The modeled gravity was interpolated from observed gravity values.
 RX0495
 RX0495;                    North         East    Units  Estimated Accuracy
 RX0495;SPC MT       -   268,470.      329,530.      MT  (+/- 180 meters Scaled)
 RX0495
 RX0495                          SUPERSEDED SURVEY CONTROL
 RX0495
 RX0495  NGVD 29 (??/??/92) 1242.601  (m)         4076.77   (f) ADJ UNCH    1 2
 RX0495
 RX0495.Superseded values are not recommended for survey control.
 RX0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0495.See file dsdata.txt to determine how the superseded data were derived.
 RX0495
 RX0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS442639(NAD 83)
 RX0495_MARKER: P = PIPE CAP
 RX0495_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0495_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0495_STAMPING: 4079 MSLA
 RX0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0495
 RX0495  HISTORY     - Date     Condition        Report By
 RX0495  HISTORY     - UNK      MONUMENTED       USGS
 RX0495  HISTORY     - 1934     GOOD             NGS
 RX0495  HISTORY     - 1959     MARK NOT FOUND   USGS
 RX0495
 RX0495                          STATION DESCRIPTION
 RX0495
 RX0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0495'1.6 MI W FROM JENS.
 RX0495'ABOUT 1.6 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RX0495'STATION AT JENS, POWELL COUNTY, ABOUT 700 FEET NORTHWEST OF A SWITCH
 RX0495'STAND AT THE EAST END OF A SIDING, ABOUT 200 FEET WEST OF MILEPOST 64,
 RX0495'ABOUT 40 FEET NORTH OF THE TRACK, AND AT THE FENCE LINE.  A UNITED
 RX0495'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4079 MSLA AND RIVETED
 RX0495'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 RX0495
 RX0495                          STATION RECOVERY (1959)
 RX0495
 RX0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RX0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0024 ***********************************************************************
 RX0024  DESIGNATION -  4083
 RX0024  PID         -  RX0024
 RX0024  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0024  USGS QUAD   -  HELENA (1985)
 RX0024
 RX0024                         *CURRENT SURVEY CONTROL
 RX0024  ___________________________________________________________________
 RX0024* NAD 83(1986)-  46 35 13.     (N)    112 02 28.     (W)     SCALED    
 RX0024* NAVD 88     -      1245.423  (meters)    4086.03   (feet)  ADJUSTED  
 RX0024  ___________________________________________________________________
 RX0024  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RX0024  DYNAMIC HT  -        1245.144 (meters)    4085.11  (feet)  COMP
 RX0024  MODELED GRAV-     980,347.2   (mgal)                       NAVD 88
 RX0024
 RX0024  VERT ORDER  -  FIRST     CLASS II
 RX0024
 RX0024.The horizontal coordinates were scaled from a topographic map and have
 RX0024.an estimated accuracy of +/- 6 seconds.
 RX0024
 RX0024.The orthometric height was determined by differential leveling
 RX0024.and adjusted by the National Geodetic Survey in June 1991..
 RX0024.WARNING-Repeat measurements at this control monument indicate possible
 RX0024.vertical movement.
 RX0024
 RX0024.The geoid height was determined by GEOID03.
 RX0024
 RX0024.The dynamic height is computed by dividing the NAVD 88
 RX0024.geopotential number by the normal gravity value computed on the
 RX0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0024.degrees latitude (g = 980.6199 gals.).
 RX0024
 RX0024.The modeled gravity was interpolated from observed gravity values.
 RX0024
 RX0024;                    North         East    Units  Estimated Accuracy
 RX0024;SPC MT       -   262,840.      405,400.      MT  (+/- 180 meters Scaled)
 RX0024
 RX0024                          SUPERSEDED SURVEY CONTROL
 RX0024
 RX0024  NGVD 29 (??/??/92) 1244.376  (m)         4082.59   (f) ADJ UNCH    1 2
 RX0024
 RX0024.Superseded values are not recommended for survey control.
 RX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0024.See file dsdata.txt to determine how the superseded data were derived.
 RX0024
 RX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS202597(NAD 83)
 RX0024_MARKER: DD = SURVEY DISK
 RX0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0024_SP_SET: FOUNDATION
 RX0024_STAMPING: 4083
 RX0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0024
 RX0024  HISTORY     - Date     Condition        Report By
 RX0024  HISTORY     - UNK      MONUMENTED       USGS
 RX0024  HISTORY     - 1962     GOOD             NGS
 RX0024
 RX0024                          STATION DESCRIPTION
 RX0024
 RX0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0024'IN HELENA.
 RX0024'AT HELENA, AT THE NORTHWEST CORNER OF THE INTERSECTION OF LAST CHANCE
 RX0024'GULCH (MAIN STREET) AND EDWARDS STREET, SET VERTICALLY IN THE EAST
 RX0024'FACE OF THE STONE FOUNDATION OF MONTANA POWER COMPANY BUILDING
 RX0024'(FORMERLY BANK BUILDING), 2.0 FEET NORTH OF THE SOUTHEAST CORNER OF
 RX0024'THE BUILDING, AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0017 ***********************************************************************
 RX0017  DESIGNATION -  4090
 RX0017  PID         -  RX0017
 RX0017  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0017  USGS QUAD   -  HELENA (1985)
 RX0017
 RX0017                         *CURRENT SURVEY CONTROL
 RX0017  ___________________________________________________________________
 RX0017* NAD 83(1986)-  46 35 25.     (N)    112 02 25.     (W)     SCALED    
 RX0017* NAVD 88     -      1247.623  (meters)    4093.24   (feet)  ADJUSTED  
 RX0017  ___________________________________________________________________
 RX0017  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0017  DYNAMIC HT  -        1247.348 (meters)    4092.34  (feet)  COMP
 RX0017  MODELED GRAV-     980,351.4   (mgal)                       NAVD 88
 RX0017
 RX0017  VERT ORDER  -  FIRST     CLASS II
 RX0017
 RX0017.The horizontal coordinates were scaled from a topographic map and have
 RX0017.an estimated accuracy of +/- 6 seconds.
 RX0017
 RX0017.The orthometric height was determined by differential leveling
 RX0017.and adjusted by the National Geodetic Survey in June 1991..
 RX0017.WARNING-Repeat measurements at this control monument indicate possible
 RX0017.vertical movement.
 RX0017
 RX0017.The geoid height was determined by GEOID03.
 RX0017
 RX0017.The dynamic height is computed by dividing the NAVD 88
 RX0017.geopotential number by the normal gravity value computed on the
 RX0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0017.degrees latitude (g = 980.6199 gals.).
 RX0017
 RX0017.The modeled gravity was interpolated from observed gravity values.
 RX0017
 RX0017;                    North         East    Units  Estimated Accuracy
 RX0017;SPC MT       -   263,210.      405,470.      MT  (+/- 180 meters Scaled)
 RX0017
 RX0017                          SUPERSEDED SURVEY CONTROL
 RX0017
 RX0017  NGVD 29 (??/??/92) 1246.582  (m)         4089.83   (f) ADJ UNCH    1 2
 RX0017
 RX0017.Superseded values are not recommended for survey control.
 RX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0017.See file dsdata.txt to determine how the superseded data were derived.
 RX0017
 RX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS203601(NAD 83)
 RX0017_MARKER: DD = SURVEY DISK
 RX0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0017_SP_SET: BALUSTRADE
 RX0017_STAMPING: 4090 47
 RX0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0017
 RX0017  HISTORY     - Date     Condition        Report By
 RX0017  HISTORY     - UNK      MONUMENTED       USGLO
 RX0017  HISTORY     - 1962     GOOD             NGS
 RX0017  HISTORY     - 1968     GOOD             NGS
 RX0017
 RX0017                          STATION DESCRIPTION
 RX0017
 RX0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0017'IN HELENA.
 RX0017'AT HELENA, AT THE INTERSECTION OF SIXTH AND NORTH PARK AVENUES, AT THE
 RX0017'POST OFFICE AND FEDERAL BUILDING, SET VERTICALLY IN THE EAST FACE OF
 RX0017'THE SOUTH STONE BALUSTRADE OF THE EAST MAIN ENTRANCE AND ABOUT 3 FEET
 RX0017'ABOVE THE SIDEWALK.
 RX0017
 RX0017                          STATION RECOVERY (1968)
 RX0017
 RX0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RX0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0939 ***********************************************************************
 SS0939  DESIGNATION -  41 RDS
 SS0939  PID         -  SS0939
 SS0939  STATE/COUNTY-  MT/CASCADE
 SS0939  USGS QUAD   -  TELEGRAPH MOUNTAIN (1983)
 SS0939
 SS0939                         *CURRENT SURVEY CONTROL
 SS0939  ___________________________________________________________________
 SS0939* NAD 83(1986)-  47 17 17.     (N)    111 56 14.     (W)     SCALED    
 SS0939* NAVD 88     -      1365.107  (meters)    4478.69   (feet)  ADJUSTED  
 SS0939  ___________________________________________________________________
 SS0939  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 SS0939  DYNAMIC HT  -        1364.906 (meters)    4478.03  (feet)  COMP
 SS0939  MODELED GRAV-     980,417.4   (mgal)                       NAVD 88
 SS0939
 SS0939  VERT ORDER  -  SECOND    CLASS 0
 SS0939
 SS0939.The horizontal coordinates were scaled from a topographic map and have
 SS0939.an estimated accuracy of +/- 6 seconds.
 SS0939
 SS0939.The orthometric height was determined by differential leveling
 SS0939.and adjusted by the National Geodetic Survey in June 1991..
 SS0939
 SS0939.The geoid height was determined by GEOID03.
 SS0939
 SS0939.The dynamic height is computed by dividing the NAVD 88
 SS0939.geopotential number by the normal gravity value computed on the
 SS0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0939.degrees latitude (g = 980.6199 gals.).
 SS0939
 SS0939.The modeled gravity was interpolated from observed gravity values.
 SS0939
 SS0939;                    North         East    Units  Estimated Accuracy
 SS0939;SPC MT       -   340,450.      415,770.      MT  (+/- 180 meters Scaled)
 SS0939
 SS0939                          SUPERSEDED SURVEY CONTROL
 SS0939
 SS0939  NGVD 29 (??/??/92) 1364.12   (m)         4475.5    (f) COMPUTED    2 0
 SS0939
 SS0939.Superseded values are not recommended for survey control.
 SS0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0939.See file dsdata.txt to determine how the superseded data were derived.
 SS0939
 SS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT291376(NAD 83)
 SS0939_MARKER: DD = SURVEY DISK
 SS0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0939_STAMPING: 41 RDS 1957
 SS0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0939+STABILITY: SURFACE MOTION
 SS0939
 SS0939  HISTORY     - Date     Condition        Report By
 SS0939  HISTORY     - 1957     MONUMENTED       USGS
 SS0939  HISTORY     - 1961     GOOD             NGS
 SS0939
 SS0939                          STATION DESCRIPTION
 SS0939
 SS0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0939'37.6 MI SE FROM AUGUSTA.
 SS0939'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 SS0939'AUGUSTA, THENCE 6.0 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 6.6
 SS0939'MILES EAST ALONG A COUNTY ROAD, 28 1/2 FEET SOUTHEAST OF THE CENTER
 SS0939'LINE OF THE ROAD, 24 1/2 FEET EAST-NORTHEAST OF TELEPHONE POLE 2, 97
 SS0939'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 SS0939'SOUTHEAST, 4.0 FEET SOUTHEAST OF A FENCE, 1.0 FOOT SOUTHEAST OF A
 SS0939'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SS0939'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0567 ***********************************************************************
 TK0567  DESIGNATION -  41 REB
 TK0567  PID         -  TK0567
 TK0567  STATE/COUNTY-  MT/BLAINE
 TK0567  USGS QUAD   -  TURNER SE (1984)
 TK0567
 TK0567                         *CURRENT SURVEY CONTROL
 TK0567  ___________________________________________________________________
 TK0567* NAD 83(1986)-  48 51 00.     (N)    108 20 46.     (W)     SCALED    
 TK0567* NAVD 88     -       925.058  (meters)    3034.96   (feet)  POSTED    
 TK0567  ___________________________________________________________________
 TK0567  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 TK0567  DYNAMIC HT  -         925.170 (meters)    3035.33  (feet)  COMP
 TK0567  MODELED GRAV-     980,696.1   (mgal)                       NAVD 88
 TK0567
 TK0567  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0567
 TK0567.The horizontal coordinates were scaled from a topographic map and have
 TK0567.an estimated accuracy of +/- 6 seconds.
 TK0567
 TK0567.The orthometric height was determined by differential leveling
 TK0567.and adjusted by the National Geodetic Survey in 1992..
 TK0567.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0567.rate of 0.0 thru 1.0 mm/km.
 TK0567
 TK0567.The geoid height was determined by GEOID03.
 TK0567
 TK0567.The dynamic height is computed by dividing the NAVD 88
 TK0567.geopotential number by the normal gravity value computed on the
 TK0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0567.degrees latitude (g = 980.6199 gals.).
 TK0567
 TK0567.The modeled gravity was interpolated from observed gravity values.
 TK0567
 TK0567;                    North         East    Units  Estimated Accuracy
 TK0567;SPC MT       -   511,810.      684,680.      MT  (+/- 180 meters Scaled)
 TK0567
 TK0567                          SUPERSEDED SURVEY CONTROL
 TK0567
 TK0567.No superseded survey control is available for this station.
 TK0567
 TK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV946141(NAD 83)
 TK0567_MARKER: DB = BENCH MARK DISK
 TK0567_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0567+WITH SETTING: INFORMATION.
 TK0567_SP_SET: SHALLOW-SET METAL ROD
 TK0567_STAMPING: 41 REB 1979
 TK0567_MARK LOGO: USGS  
 TK0567_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0567_ROD/PIPE-DEPTH: 2.44 meters
 TK0567
 TK0567  HISTORY     - Date     Condition        Report By
 TK0567  HISTORY     - 1979     MONUMENTED       USGS
 TK0567
 TK0567                          STATION DESCRIPTION
 TK0567
 TK0567'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0567'5.5 KM (3.40 MI) ENE FROM TURNER.
 TK0567'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0567'THENCE 2.8 MILES EAST ALONG HIGHWAY 241 AND A GRAVEL ROAD, THENCE 0.5
 TK0567'MILES NORTH TO A RAILROAD CROSSING, NEAR THE WEST 1/4 CORNER OF
 TK0567'SECTION 28, T36N, R26E, 111 FEET NORTHEAST OF THE RAILROAD CROSSING,
 TK0567'36.6 FEET NORTH OF THE NORTH RAIL, AND 1.8 FEET SOUTH OF A TELEGRAPH
 TK0567'POLE.
 TK0567'THE MARK IS 1.7 FT  E FROM  A WITNESS POST
 TK0567'THE MARK IS 1.9 FT BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0329 ***********************************************************************
 RU0329  DESIGNATION -  41 WR
 RU0329  PID         -  RU0329
 RU0329  STATE/COUNTY-  MT/TREASURE
 RU0329  USGS QUAD   -  SANDERS (1984)
 RU0329
 RU0329                         *CURRENT SURVEY CONTROL
 RU0329  ___________________________________________________________________
 RU0329* NAD 83(1986)-  46 17 27.     (N)    107 06 09.     (W)     SCALED    
 RU0329* NAVD 88     -       793.660  (meters)    2603.87   (feet)  ADJUSTED  
 RU0329  ___________________________________________________________________
 RU0329  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 RU0329  DYNAMIC HT  -         793.579 (meters)    2603.60  (feet)  COMP
 RU0329  MODELED GRAV-     980,485.7   (mgal)                       NAVD 88
 RU0329
 RU0329  VERT ORDER  -  FIRST     CLASS II
 RU0329
 RU0329.The horizontal coordinates were scaled from a topographic map and have
 RU0329.an estimated accuracy of +/- 6 seconds.
 RU0329
 RU0329.The orthometric height was determined by differential leveling
 RU0329.and adjusted by the National Geodetic Survey in June 1991..
 RU0329
 RU0329.The geoid height was determined by GEOID03.
 RU0329
 RU0329.The dynamic height is computed by dividing the NAVD 88
 RU0329.geopotential number by the normal gravity value computed on the
 RU0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0329.degrees latitude (g = 980.6199 gals.).
 RU0329
 RU0329.The modeled gravity was interpolated from observed gravity values.
 RU0329
 RU0329;                    North         East    Units  Estimated Accuracy
 RU0329;SPC MT       -   229,620.      784,620.      MT  (+/- 180 meters Scaled)
 RU0329
 RU0329                          SUPERSEDED SURVEY CONTROL
 RU0329
 RU0329  NGVD 29 (??/??/92)  793.030  (m)         2601.80   (f) ADJ UNCH    1 2
 RU0329
 RU0329.Superseded values are not recommended for survey control.
 RU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0329.See file dsdata.txt to determine how the superseded data were derived.
 RU0329
 RU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM380285(NAD 83)
 RU0329_MARKER: DB = BENCH MARK DISK
 RU0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0329_STAMPING: 41 WR 1957 2602
 RU0329_MARK LOGO: USGS  
 RU0329_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0329+STABILITY: SURFACE MOTION
 RU0329
 RU0329  HISTORY     - Date     Condition        Report By
 RU0329  HISTORY     - 1957     MONUMENTED       USGS
 RU0329  HISTORY     - 1960     GOOD             NGS
 RU0329  HISTORY     - 1981     GOOD             NGS
 RU0329
 RU0329                          STATION DESCRIPTION
 RU0329
 RU0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0329'6.5 MI E FROM HYSHAM.
 RU0329'ABOUT 6.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0329'STATION AT HYSHAM, IN SECTION 9, T 6 N, R 37 E, ABOUT 0.35 MILE EAST
 RU0329'OF MILEPOST 145, ABOUT 0.1 MILE SOUTH OF THE RAILROAD SECTION FOREMANS
 RU0329'HOUSE AT SANDERS, 140 FEET WEST OF THE NORTHWEST CORNER OF A
 RU0329'GYMNASIUM, 391 FEET SOUTH OF THE SOUTH RAIL, 61 FEET SOUTH OF THE
 RU0329'CENTER LINE OF U. S. HIGHWAYS 10 AND 12, 20 FEET NORTH OF A 17-INCH
 RU0329'COTTONWOOD TREE, 6 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 RU0329'NORTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST, AND ON THE TOP
 RU0329'OF A CONCRETE POST PROJECTING 3 INCHES.
 RU0329
 RU0329                          STATION RECOVERY (1981)
 RU0329
 RU0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0329'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0329'10.5 KM (6.5 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0329'THE RAILROAD STATION IN HYSHAM, 0.6 KM (0.35 MI) EAST OF MILE POST
 RU0329'145, 0.3 KM (0.2 MI) WEST OF HIGHWAY MILE POST 547, 0.2 KM (0.1 MI)
 RU0329'WEST OF A POWERLINE CROSSING, 119.2 METERS (391.0 FT) SOUTH OF THE
 RU0329'NEAR RAIL, 42.7 METERS (140.0 FT) WEST OF THE NORTHWEST CORNER OF A
 RU0329'WOODEN GYMNASIUM, 18.0 METERS (58.9 FT) SOUTH OF THE CENTERLINE OF THE
 RU0329'HIGHWAY, 6.1 METERS (20.0 FT) NORTH OF THE CENTER OF A 24-INCH
 RU0329'COTTONWOOD TREE, 2.1 METERS (6.8 FT) EAST-SOUTHEAST OF UTILITY POLE
 RU0329'NUMBER 8, AND 0.3 METER (1.0 FT) WEST OF A METAL POST.
 RU0329'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 RU0329'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0424 ***********************************************************************
 ST0424  DESIGNATION -  4101
 ST0424  PID         -  ST0424
 ST0424  STATE/COUNTY-  MT/POWELL
 ST0424  USGS QUAD   -  OVANDO (1968)
 ST0424
 ST0424                         *CURRENT SURVEY CONTROL
 ST0424  ___________________________________________________________________
 ST0424* NAD 83(1986)-  47 01 11.     (N)    113 07 50.     (W)     SCALED    
 ST0424* NAVD 88     -      1250.653  (meters)    4103.18   (feet)  ADJUSTED  
 ST0424  ___________________________________________________________________
 ST0424  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 ST0424  DYNAMIC HT  -        1250.425 (meters)    4102.44  (feet)  COMP
 ST0424  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 ST0424
 ST0424  VERT ORDER  -  SECOND    CLASS 0
 ST0424
 ST0424.The horizontal coordinates were scaled from a topographic map and have
 ST0424.an estimated accuracy of +/- 6 seconds.
 ST0424
 ST0424.The orthometric height was determined by differential leveling
 ST0424.and adjusted by the National Geodetic Survey in June 1991..
 ST0424
 ST0424.The geoid height was determined by GEOID03.
 ST0424
 ST0424.The dynamic height is computed by dividing the NAVD 88
 ST0424.geopotential number by the normal gravity value computed on the
 ST0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0424.degrees latitude (g = 980.6199 gals.).
 ST0424
 ST0424.The modeled gravity was interpolated from observed gravity values.
 ST0424
 ST0424;                    North         East    Units  Estimated Accuracy
 ST0424;SPC MT       -   314,160.      324,240.      MT  (+/- 180 meters Scaled)
 ST0424
 ST0424                          SUPERSEDED SURVEY CONTROL
 ST0424
 ST0424  NGVD 29 (??/??/92) 1249.554  (m)         4099.58   (f) ADJ UNCH    2 0
 ST0424
 ST0424.Superseded values are not recommended for survey control.
 ST0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0424.See file dsdata.txt to determine how the superseded data were derived.
 ST0424
 ST0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT380095(NAD 83)
 ST0424_MARKER: P = PIPE CAP
 ST0424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0424_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0424_STAMPING: 4101 MSLA
 ST0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0424
 ST0424  HISTORY     - Date     Condition        Report By
 ST0424  HISTORY     - UNK      MONUMENTED       USGS
 ST0424  HISTORY     - 1934     GOOD             NGS
 ST0424  HISTORY     - 1968     GOOD             USGS
 ST0424
 ST0424                          STATION DESCRIPTION
 ST0424
 ST0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ST0424'IN OVANDO.
 ST0424'AT OVANDO, POWELL COUNTY, AT THE SCOOP RESIDENCE, 7 FEET EAST OF THE
 ST0424'FRONT GATE, AND ALONGSIDE A PICKET FENCE.  A UNITED STATES GEOLOGICAL
 ST0424'SURVEY STANDARD CAP, STAMPED 4101 MSLA AND RIVETED ON THE TOP OF A
 ST0424'3-1/2-INCH IRON PIPE.  NOTE-- MARK IS 120 FT SE OF P.O., 30 FT SW OF
 ST0424'CENTERLINE ROAD AT A GATE.
 ST0424
 ST0424                          STATION RECOVERY (1968)
 ST0424
 ST0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ST0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0091 ***********************************************************************
 ST0091  DESIGNATION -  4105
 ST0091  PID         -  ST0091
 ST0091  STATE/COUNTY-  MT/TETON
 ST0091  USGS QUAD   -  TETON BUTTES (1987)
 ST0091
 ST0091                         *CURRENT SURVEY CONTROL
 ST0091  ___________________________________________________________________
 ST0091* NAD 83(1986)-  47 46 53.     (N)    112 17 09.     (W)     SCALED    
 ST0091* NAVD 88     -      1253.219  (meters)    4111.60   (feet)  ADJUSTED  
 ST0091  ___________________________________________________________________
 ST0091  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 ST0091  DYNAMIC HT  -        1253.115 (meters)    4111.26  (feet)  COMP
 ST0091  MODELED GRAV-     980,485.3   (mgal)                       NAVD 88
 ST0091
 ST0091  VERT ORDER  -  SECOND    CLASS 0
 ST0091
 ST0091.The horizontal coordinates were scaled from a topographic map and have
 ST0091.an estimated accuracy of +/- 6 seconds.
 ST0091
 ST0091.The orthometric height was determined by differential leveling
 ST0091.and adjusted by the National Geodetic Survey in June 1991..
 ST0091
 ST0091.The geoid height was determined by GEOID03.
 ST0091
 ST0091.The dynamic height is computed by dividing the NAVD 88
 ST0091.geopotential number by the normal gravity value computed on the
 ST0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0091.degrees latitude (g = 980.6199 gals.).
 ST0091
 ST0091.The modeled gravity was interpolated from observed gravity values.
 ST0091
 ST0091;                    North         East    Units  Estimated Accuracy
 ST0091;SPC MT       -   396,110.      391,380.      MT  (+/- 180 meters Scaled)
 ST0091
 ST0091                          SUPERSEDED SURVEY CONTROL
 ST0091
 ST0091  NGVD 29 (??/??/92) 1252.238  (m)         4108.38   (f) ADJ UNCH    2 0
 ST0091
 ST0091.Superseded values are not recommended for survey control.
 ST0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0091.See file dsdata.txt to determine how the superseded data were derived.
 ST0091
 ST0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT036928(NAD 83)
 ST0091_MARKER: P = PIPE CAP
 ST0091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0091_STAMPING: 4105 BUTTE
 ST0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0091
 ST0091  HISTORY     - Date     Condition        Report By
 ST0091  HISTORY     - UNK      MONUMENTED       USGS
 ST0091  HISTORY     - 1961     GOOD             NGS
 ST0091
 ST0091                          STATION DESCRIPTION
 ST0091
 ST0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0091'5.7 MI SW FROM CHOTEAU.
 ST0091'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0091'CHOTEAU, THENCE 4.9 MILES WEST ALONG A GRAVEL ROAD, 53 1/2 FEET
 ST0091'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 13.7 FEET NORTHWEST OF
 ST0091'A FENCE, 1.0 FOOT NORTH-NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT
 ST0091'LOWER THAN THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 ST0091'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0464 ***********************************************************************
 RW0464  DESIGNATION -  4134.81
 RW0464  PID         -  RW0464
 RW0464  STATE/COUNTY-  MT/JEFFERSON
 RW0464  USGS QUAD   -  EAST HELENA (1985)
 RW0464
 RW0464                         *CURRENT SURVEY CONTROL
 RW0464  ___________________________________________________________________
 RW0464* NAD 83(1986)-  46 32 08.     (N)    111 56 33.     (W)     SCALED    
 RW0464* NAVD 88     -      1261.281  (meters)    4138.05   (feet)  ADJUSTED  
 RW0464  ___________________________________________________________________
 RW0464  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 RW0464  DYNAMIC HT  -        1260.989 (meters)    4137.09  (feet)  COMP
 RW0464  MODELED GRAV-     980,339.4   (mgal)                       NAVD 88
 RW0464
 RW0464  VERT ORDER  -  FIRST     CLASS II
 RW0464
 RW0464.The horizontal coordinates were scaled from a topographic map and have
 RW0464.an estimated accuracy of +/- 6 seconds.
 RW0464
 RW0464.The orthometric height was determined by differential leveling
 RW0464.and adjusted by the National Geodetic Survey in June 1991..
 RW0464
 RW0464.The geoid height was determined by GEOID03.
 RW0464
 RW0464.The dynamic height is computed by dividing the NAVD 88
 RW0464.geopotential number by the normal gravity value computed on the
 RW0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0464.degrees latitude (g = 980.6199 gals.).
 RW0464
 RW0464.The modeled gravity was interpolated from observed gravity values.
 RW0464
 RW0464;                    North         East    Units  Estimated Accuracy
 RW0464;SPC MT       -   256,900.      412,770.      MT  (+/- 180 meters Scaled)
 RW0464
 RW0464                          SUPERSEDED SURVEY CONTROL
 RW0464
 RW0464.No superseded survey control is available for this station.
 RW0464
 RW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS277539(NAD 83)
 RW0464_MARKER: DB = BENCH MARK DISK
 RW0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0464_SP_SET: CONCRETE POST
 RW0464_STAMPING: 4134.81
 RW0464_PROJECTION: PROJECTING 91 CENTIMETERS
 RW0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0464+STABILITY: SURFACE MOTION
 RW0464
 RW0464  HISTORY     - Date     Condition        Report By
 RW0464  HISTORY     - UNK      MONUMENTED       MTSHC
 RW0464  HISTORY     - 1979     GOOD             NGS
 RW0464
 RW0464                          STATION DESCRIPTION
 RW0464
 RW0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RW0464'5.2 MI SOUTH FROM HELENA.
 RW0464'5.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM U.S. HIGHWAY 12 AND
 RW0464'U.S. HIGHWAY 287 OVERPASS IN HELENA, SET IN A 6X6 INCH BY 3 FOOT
 RW0464'CONCRETE PRECAST POST, OR, 5.1 MILES NORTHEAST ALONG
 RW0464'INTERSTATE HIGHWAY 15 FROM THE EXIT 176 OVERPASS IN JEFFERSON
 RW0464'CITY, 49.9 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 RW0464'THE HIGHWAY.
 RW0464'THE MARK IS 2 FT  S FROM A WITNESS POST.
 RW0464'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0469 ***********************************************************************
 RX0469  DESIGNATION -  4141
 RX0469  PID         -  RX0469
 RX0469  STATE/COUNTY-  MT/POWELL
 RX0469  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0469
 RX0469                         *CURRENT SURVEY CONTROL
 RX0469  ___________________________________________________________________
 RX0469* NAD 83(1986)-  46 36 15.     (N)    112 58 28.     (W)     SCALED    
 RX0469* NAVD 88     -      1262.551  (meters)    4142.22   (feet)  ADJUSTED  
 RX0469  ___________________________________________________________________
 RX0469  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 RX0469  DYNAMIC HT  -        1262.265 (meters)    4141.28  (feet)  COMP
 RX0469  MODELED GRAV-     980,344.2   (mgal)                       NAVD 88
 RX0469
 RX0469  VERT ORDER  -  FIRST     CLASS II
 RX0469
 RX0469.The horizontal coordinates were scaled from a topographic map and have
 RX0469.an estimated accuracy of +/- 6 seconds.
 RX0469
 RX0469.The orthometric height was determined by differential leveling
 RX0469.and adjusted by the National Geodetic Survey in June 1991..
 RX0469
 RX0469.The geoid height was determined by GEOID03.
 RX0469
 RX0469.The dynamic height is computed by dividing the NAVD 88
 RX0469.geopotential number by the normal gravity value computed on the
 RX0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0469.degrees latitude (g = 980.6199 gals.).
 RX0469
 RX0469.The modeled gravity was interpolated from observed gravity values.
 RX0469
 RX0469;                    North         East    Units  Estimated Accuracy
 RX0469;SPC MT       -   267,500.      334,050.      MT  (+/- 180 meters Scaled)
 RX0469
 RX0469                          SUPERSEDED SURVEY CONTROL
 RX0469
 RX0469  NGVD 29 (??/??/92) 1261.449  (m)         4138.60   (f) ADJ UNCH    1 2
 RX0469
 RX0469.Superseded values are not recommended for survey control.
 RX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0469.See file dsdata.txt to determine how the superseded data were derived.
 RX0469
 RX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS487630(NAD 83)
 RX0469_MARKER: P = PIPE CAP
 RX0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0469_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0469_STAMPING: 4138.765 MSLA
 RX0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0469
 RX0469  HISTORY     - Date     Condition        Report By
 RX0469  HISTORY     - UNK      MONUMENTED       USGS
 RX0469  HISTORY     - 1959     GOOD             NGS
 RX0469  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0469
 RX0469                          STATION DESCRIPTION
 RX0469
 RX0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0469'10.15 MI NW FROM GARRISON.
 RX0469'ABOUT 10.15 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0469'THE STATION AT GARRISON, OR ABOUT 9.75 MILES EAST ALONG THE NORTHERN
 RX0469'PACIFIC RAILROAD FROM THE STATION AT DRUMMOND, 6 RAILS WEST OF
 RX0469'MILEPOST 61, IN THE SOUTHEAST 1/4 OF SECTION 22, T 10 N, R 11 W, 73
 RX0469'FEET SOUTH OF THE SOUTH RAIL, 60 1/2 FEET NORTH OF THE NORTH RAIL OF
 RX0469'THE CHICAGO, MILWAUKEE ST. PAUL AND PACIFIC RAILROAD, 33 FEET SOUTH OF
 RX0469'A TELEPHONE POLE, 26 FEET EAST OF A FENCE, 1 1/2 FEET SOUTH OF A
 RX0469'FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A
 RX0469'3 1/2-INCH PIPE PROJECTING 14 INCHES.
 RX0469
 RX0469                          STATION RECOVERY (1979)
 RX0469
 RX0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0469'BENCHMARK NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0022 ***********************************************************************
 RX0022  DESIGNATION -  4157
 RX0022  PID         -  RX0022
 RX0022  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0022  USGS QUAD   -  HELENA (1985)
 RX0022
 RX0022                         *CURRENT SURVEY CONTROL
 RX0022  ___________________________________________________________________
 RX0022* NAD 83(1986)-  46 35 08.     (N)    112 02 11.     (W)     SCALED    
 RX0022* NAVD 88     -      1268.903  (meters)    4163.06   (feet)  ADJUSTED  
 RX0022  ___________________________________________________________________
 RX0022  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RX0022  DYNAMIC HT  -        1268.618 (meters)    4162.12  (feet)  COMP
 RX0022  MODELED GRAV-     980,345.4   (mgal)                       NAVD 88
 RX0022
 RX0022  VERT ORDER  -  FIRST     CLASS II
 RX0022
 RX0022.The horizontal coordinates were scaled from a topographic map and have
 RX0022.an estimated accuracy of +/- 6 seconds.
 RX0022
 RX0022.The orthometric height was determined by differential leveling
 RX0022.and adjusted by the National Geodetic Survey in June 1991..
 RX0022
 RX0022.The geoid height was determined by GEOID03.
 RX0022
 RX0022.The dynamic height is computed by dividing the NAVD 88
 RX0022.geopotential number by the normal gravity value computed on the
 RX0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0022.degrees latitude (g = 980.6199 gals.).
 RX0022
 RX0022.The modeled gravity was interpolated from observed gravity values.
 RX0022
 RX0022;                    North         East    Units  Estimated Accuracy
 RX0022;SPC MT       -   262,680.      405,750.      MT  (+/- 180 meters Scaled)
 RX0022
 RX0022                          SUPERSEDED SURVEY CONTROL
 RX0022
 RX0022  NGVD 29 (??/??/92) 1267.857  (m)         4159.63   (f) ADJ UNCH    1 2
 RX0022
 RX0022.Superseded values are not recommended for survey control.
 RX0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0022.See file dsdata.txt to determine how the superseded data were derived.
 RX0022
 RX0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS206596(NAD 83)
 RX0022_MARKER: DD = SURVEY DISK
 RX0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0022_SP_SET: WALL
 RX0022_STAMPING: 4157 BUTTE
 RX0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0022
 RX0022  HISTORY     - Date     Condition        Report By
 RX0022  HISTORY     - UNK      MONUMENTED       USGS
 RX0022  HISTORY     - 1962     GOOD             NGS
 RX0022  HISTORY     - 1979     GOOD             NGS
 RX0022
 RX0022                          STATION DESCRIPTION
 RX0022
 RX0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0022'IN HELENA.
 RX0022'AT HELENA, NEAR THE INTERSECTION OF EWING AND BRECKENRIDGE STREETS,
 RX0022'SET VERTICALLY IN THE NORTH FACE AND 30.4 FEET EAST OF THE NORTHWEST
 RX0022'CORNER OF THE NORTH STONE WALL OF THE COURTHOUSE, 11 FEET WEST OF THE
 RX0022'CENTER OF THE NORTH ENTRANCE AND ABOUT 2 FEET ABOVE THE SIDEWALK.
 RX0022
 RX0022                          STATION RECOVERY (1979)
 RX0022
 RX0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0022'NOTE=FIRST ORDER LINE TIE L18718, MARK WAS NOT LEVELED TO THIS
 RX0022'SEASON.  NOT NEEDED FOR TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0263 ***********************************************************************
 RY0263  DESIGNATION -  4168
 RY0263  PID         -  RY0263
 RY0263  STATE/COUNTY-  MT/MISSOULA
 RY0263  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0263
 RY0263                         *CURRENT SURVEY CONTROL
 RY0263  ___________________________________________________________________
 RY0263* NAD 83(1986)-  46 43 52.     (N)    114 32 02.     (W)     SCALED    
 RY0263* NAVD 88     -      1272.695  (meters)    4175.50   (feet)  ADJUSTED  
 RY0263  ___________________________________________________________________
 RY0263  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RY0263  DYNAMIC HT  -        1272.420 (meters)    4174.60  (feet)  COMP
 RY0263  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 RY0263
 RY0263  VERT ORDER  -  FIRST     CLASS II
 RY0263
 RY0263.The horizontal coordinates were scaled from a topographic map and have
 RY0263.an estimated accuracy of +/- 6 seconds.
 RY0263
 RY0263.The orthometric height was determined by differential leveling
 RY0263.and adjusted by the National Geodetic Survey in June 1991..
 RY0263
 RY0263.The geoid height was determined by GEOID03.
 RY0263
 RY0263.The dynamic height is computed by dividing the NAVD 88
 RY0263.geopotential number by the normal gravity value computed on the
 RY0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0263.degrees latitude (g = 980.6199 gals.).
 RY0263
 RY0263.The modeled gravity was interpolated from observed gravity values.
 RY0263
 RY0263;                    North         East    Units  Estimated Accuracy
 RY0263;SPC MT       -   288,060.      215,720.      MT  (+/- 180 meters Scaled)
 RY0263
 RY0263                          SUPERSEDED SURVEY CONTROL
 RY0263
 RY0263  NGVD 29 (??/??/92) 1271.535  (m)         4171.69   (f) ADJ UNCH    1 2
 RY0263
 RY0263.Superseded values are not recommended for survey control.
 RY0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0263.See file dsdata.txt to determine how the superseded data were derived.
 RY0263
 RY0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM884782(NAD 83)
 RY0263_MARKER: DD = SURVEY DISK
 RY0263_SETTING: 80 = SET IN A BOULDER
 RY0263_STAMPING: 4168
 RY0263_MARK LOGO: USGS  
 RY0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0263+STABILITY: SURFACE MOTION
 RY0263
 RY0263  HISTORY     - Date     Condition        Report By
 RY0263  HISTORY     - UNK      MONUMENTED       USGS
 RY0263  HISTORY     - 1950     GOOD             NGS
 RY0263  HISTORY     - 1980     GOOD             NGS
 RY0263
 RY0263                          STATION DESCRIPTION
 RY0263
 RY0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0263'IN LOLO HOT SPRINGS.
 RY0263'ON THE NORTHWEST BANK OF GRANITE CREEK, IN THE TOP OF THE APPROXIMATE
 RY0263'CENTER OF THE LARGEST BOULDER IN THE VICINITY, 135 YARDS SOUTHWEST OF
 RY0263'THE POST OFFICE, 33 FEET SOUTHEAST OF AN 8-INCH STEEL FLUME USED TO
 RY0263'PIPE WATER FROM THE HOT SPRINGS TO SOME CABINS, 12 YARDS SOUTH OF A
 RY0263'SMALLER BOULDER MARKED BY THE CHISELED LETTERS AND NUMBERS C R KING
 RY0263'OCT 14 1894 TURMELL OCT 14 1894.
 RY0263
 RY0263                          STATION RECOVERY (1980)
 RY0263
 RY0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0263'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THE BOULDER
 RY0263'IS LOCATED IN A CREEK BED AND INACCESSABLE TO LEVELING, NOT LEVELED
 RY0263'TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0586 ***********************************************************************
 QW0586  DESIGNATION -  4180=LAKE
 QW0586  PID         -  QW0586
 QW0586  STATE/COUNTY-  MT/STILLWATER
 QW0586  USGS QUAD   -  BATTLE BUTTE (1956)
 QW0586
 QW0586                         *CURRENT SURVEY CONTROL
 QW0586  ___________________________________________________________________
 QW0586* NAD 83(1992)-  45 55 28.72902(N)    109 14 39.97931(W)     ADJUSTED  
 QW0586* NAVD 88     -      1271.6    (meters)    4172.     (feet)  VERTCON   
 QW0586  ___________________________________________________________________
 QW0586  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 QW0586  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 QW0586
 QW0586  HORZ ORDER  -  THIRD
 QW0586
 QW0586.The horizontal coordinates were established by classical geodetic methods
 QW0586.and adjusted by the National Geodetic Survey in July 1992..
 QW0586
 QW0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0586
 QW0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0586
 QW0586.The geoid height was determined by GEOID03.
 QW0586
 QW0586;                    North         East     Units Scale Factor Converg.
 QW0586;SPC MT       -   186,138.516   619,814.940   MT  0.99957107   +0 11 13.0
 QW0586;SPC MT       -   610,690.67  2,033,513.58   iFT  0.99957107   +0 11 13.0
 QW0586;UTM  12      - 5,087,173.740   636,120.929   MT  0.99982779   +1 15 41.2
 QW0586
 QW0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0586!SPC MT       -   0.99980263  x   0.99957107  =   0.99937378
 QW0586!UTM  12      -   0.99980263  x   0.99982779  =   0.99963045
 QW0586
 QW0586:                Primary Azimuth Mark                     Grid Az
 QW0586:SPC MT       -  BEAVER                                   202 51 52.0
 QW0586:UTM  12      -  BEAVER                                   201 47 23.8
 QW0586
 QW0586|---------------------------------------------------------------------|
 QW0586| PID    Reference Object                     Distance      Geod. Az  |
 QW0586|                                                           dddmmss.s |
 QW0586| QW0594 BEAVER                              APPROX.11.1 KM 2030305.0 |
 QW0586|---------------------------------------------------------------------|
 QW0586
 QW0586                          SUPERSEDED SURVEY CONTROL
 QW0586
 QW0586  NAD 83(1986)-  45 55 28.72449(N)    109 14 39.95235(W) AD(       ) 3
 QW0586  NAD 27      -  45 55 28.91811(N)    109 14 37.34643(W) AD(       ) 3
 QW0586  NGVD 29 (07/19/86) 1270.7    (m)         4169.     (f) VERT ANG       
 QW0586
 QW0586.Superseded values are not recommended for survey control.
 QW0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0586.See file dsdata.txt to determine how the superseded data were derived.
 QW0586
 QW0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR3612187174(NAD 83)
 QW0586
 QW0586  HISTORY     - Date     Condition        Report By
 QW0586  HISTORY     - UNK      MONUMENTED       USGS
 QW0586  HISTORY     - 1956     GOOD             USGS
 QW0586
 QW0586                          STATION DESCRIPTION
 QW0586
 QW0586'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (AAB)
 QW0586'STATION IS LOCATED ON THE HIGHEST HILL IN SEC. 16 T.2 N., R.20 E.,
 QW0586'BY AIRLINE STATION IS 3.5 MI. S. AND 0.3 MI. E. OF RAPELJE, MONTANA.
 QW0586'
 QW0586'TO REACH FROM POST OFFICE AT RAPELJE, MONTANA, GO S. ON COLUMBUS
 QW0586'RAPELJE RD. 3.3 MI. TO GATE IN FENCE ON LEFT E. SIDE OF RD. AT T-FENCE
 QW0586'N. TURN LEFT E. THROUGH GATE AND GO 0.4 MI. ALONG N. SIDE OF FENCE TO
 QW0586'FENCE CORNER.  TURN SE. 0.3 MI. TO W. END OF SOUTHERNMOST HILL AND TO
 QW0586'STATION.
 QW0586'
 QW0586'STATION MARK - STANDARD BRONZE TABLET SET IN CONCRETE PROJECTING 6-IN.
 QW0586'FROM GROUND, STAMPED ---VA BM 4180.---
 QW0586'
 QW0586'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0466 ***********************************************************************
 RX0466  DESIGNATION -  4198
 RX0466  PID         -  RX0466
 RX0466  STATE/COUNTY-  MT/POWELL
 RX0466  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0466
 RX0466                         *CURRENT SURVEY CONTROL
 RX0466  ___________________________________________________________________
 RX0466* NAD 83(1986)-  46 35 04.     (N)    112 55 09.     (W)     SCALED    
 RX0466* NAVD 88     -      1279.909  (meters)    4199.17   (feet)  ADJUSTED  
 RX0466  ___________________________________________________________________
 RX0466  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 RX0466  DYNAMIC HT  -        1279.621 (meters)    4198.22  (feet)  COMP
 RX0466  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 RX0466
 RX0466  VERT ORDER  -  FIRST     CLASS II
 RX0466
 RX0466.The horizontal coordinates were scaled from a topographic map and have
 RX0466.an estimated accuracy of +/- 6 seconds.
 RX0466
 RX0466.The orthometric height was determined by differential leveling
 RX0466.and adjusted by the National Geodetic Survey in June 1991..
 RX0466
 RX0466.The geoid height was determined by GEOID03.
 RX0466
 RX0466.The dynamic height is computed by dividing the NAVD 88
 RX0466.geopotential number by the normal gravity value computed on the
 RX0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0466.degrees latitude (g = 980.6199 gals.).
 RX0466
 RX0466.The modeled gravity was interpolated from observed gravity values.
 RX0466
 RX0466;                    North         East    Units  Estimated Accuracy
 RX0466;SPC MT       -   265,130.      338,180.      MT  (+/- 180 meters Scaled)
 RX0466
 RX0466                          SUPERSEDED SURVEY CONTROL
 RX0466
 RX0466  NGVD 29 (??/??/92) 1278.811  (m)         4195.57   (f) ADJ UNCH    1 2
 RX0466
 RX0466.Superseded values are not recommended for survey control.
 RX0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0466.See file dsdata.txt to determine how the superseded data were derived.
 RX0466
 RX0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS529607(NAD 83)
 RX0466_MARKER: P = PIPE CAP
 RX0466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0466_STAMPING: 4195.736 MSLA
 RX0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0466
 RX0466  HISTORY     - Date     Condition        Report By
 RX0466  HISTORY     - UNK      MONUMENTED       USGS
 RX0466  HISTORY     - 1959     GOOD             NGS
 RX0466  HISTORY     - 1979     GOOD             NGS
 RX0466
 RX0466                          STATION DESCRIPTION
 RX0466
 RX0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0466'7.25 MI NW FROM GARRISON.
 RX0466'ABOUT 7.25 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0466'THE STATION AT GARRISON, 200 FEET WEST-SOUTHWEST AND ACROSS THE TRACKS
 RX0466'FROM MILEPOST 58, NEAR THE SOUTH SIDE OF SECTION 25, T 10 N, R 11 W,
 RX0466'ABOUT 0.45 MILE SOUTHEAST OF A ROAD CROSSING AT GOLD CREEK, 72 FEET
 RX0466'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 62 1/2 FEET SOUTH OF THE
 RX0466'SOUTH RAIL OF A SIDE TRACK, 1 FOOT SOUTH OF A FENCE, ABOUT 12 FEET
 RX0466'BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 3 1/2-INCH IRON
 RX0466'PIPE PROJECTING 14 INCHES.
 RX0466
 RX0466                          STATION RECOVERY (1979)
 RX0466
 RX0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0466'BENCHMARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0945 ***********************************************************************
 SS0945  DESIGNATION -  42 RDS
 SS0945  PID         -  SS0945
 SS0945  STATE/COUNTY-  MT/CASCADE
 SS0945  USGS QUAD   -  TELEGRAPH MOUNTAIN (1983)
 SS0945
 SS0945                         *CURRENT SURVEY CONTROL
 SS0945  ___________________________________________________________________
 SS0945* NAD 83(1986)-  47 18 43.     (N)    111 53 45.     (W)     SCALED    
 SS0945* NAVD 88     -      1230.076  (meters)    4035.67   (feet)  ADJUSTED  
 SS0945  ___________________________________________________________________
 SS0945  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SS0945  DYNAMIC HT  -        1229.911 (meters)    4035.13  (feet)  COMP
 SS0945  MODELED GRAV-     980,435.5   (mgal)                       NAVD 88
 SS0945
 SS0945  VERT ORDER  -  SECOND    CLASS 0
 SS0945
 SS0945.The horizontal coordinates were scaled from a topographic map and have
 SS0945.an estimated accuracy of +/- 6 seconds.
 SS0945
 SS0945.The orthometric height was determined by differential leveling
 SS0945.and adjusted by the National Geodetic Survey in June 1991..
 SS0945
 SS0945.The geoid height was determined by GEOID03.
 SS0945
 SS0945.The dynamic height is computed by dividing the NAVD 88
 SS0945.geopotential number by the normal gravity value computed on the
 SS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0945.degrees latitude (g = 980.6199 gals.).
 SS0945
 SS0945.The modeled gravity was interpolated from observed gravity values.
 SS0945
 SS0945;                    North         East    Units  Estimated Accuracy
 SS0945;SPC MT       -   343,010.      418,980.      MT  (+/- 180 meters Scaled)
 SS0945
 SS0945                          SUPERSEDED SURVEY CONTROL
 SS0945
 SS0945  NGVD 29 (??/??/92) 1229.098  (m)         4032.47   (f) ADJ UNCH    2 0
 SS0945
 SS0945.Superseded values are not recommended for survey control.
 SS0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0945.See file dsdata.txt to determine how the superseded data were derived.
 SS0945
 SS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT322402(NAD 83)
 SS0945_MARKER: DD = SURVEY DISK
 SS0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0945_STAMPING: 42 RDS 1957
 SS0945_MARK LOGO: USGS  
 SS0945_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0945+STABILITY: SURFACE MOTION
 SS0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS0945+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1996
 SS0945
 SS0945  HISTORY     - Date     Condition        Report By
 SS0945  HISTORY     - 1957     MONUMENTED       USGS
 SS0945  HISTORY     - 1961     GOOD             NGS
 SS0945  HISTORY     - 19960705 GOOD             NGS
 SS0945
 SS0945                          STATION DESCRIPTION
 SS0945
 SS0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0945'13.1 MI NW FROM CASCADE.
 SS0945'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0945'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0945'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 5.6 MILES SOUTHWEST ALONG
 SS0945'A COUNTY ROAD, 205 FEET NORTHEAST OF THE JUNCTION OF A DIRT ROAD, 33
 SS0945'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET
 SS0945'WEST-NORTHWEST OF TELEPHONE POLE 2, 1.0 FOOT NORTHWEST OF A FENCE, 1.9
 SS0945'FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 SS0945'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS0945'GROUND.
 SS0945
 SS0945                          STATION RECOVERY (1996)
 SS0945
 SS0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 SS0945'6.6 MI (10.6 KM) WEST ALONG MISSION ROAD FROM THE JUNCTION WITH
 SS0945'INTERSTATE HIGHWAY 15, EXIT 256 IN CASCADE, TO A FORK AT THE JUNCTION
 SS0945'OF SIMMS-CASCADE ROAD, KEEP LEFT, SOUTHWEST, ALONG THE MISSION ROAD
 SS0945'FOR 5.4 MI (8.7 KM) SOUTHWEST TO THE MARK ON THE RIGHT, 205 FT (62.5
 SS0945'M) NORTHEAST OF THE JUNCTION OF A DIRT ROAD, 33.5 FT (10.2 M)
 SS0945'NORTHWEST OF THE CENTER OF THE ROAD, 1.9 FT (0.6 M) NORTHWEST OF A
 SS0945'WITNESS POST, 1.0 FT (0.3 M) NORTHWEST OF A FENCE, ABOUT 3 FEET (0.9
 SS0945'M) LOWER THAN THE ROAD AND PROJECTING ABOUT 0.6 FT (18.3 CM) ABOVE THE
 SS0945'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0568 ***********************************************************************
 TK0568  DESIGNATION -  42 REB
 TK0568  PID         -  TK0568
 TK0568  STATE/COUNTY-  MT/BLAINE
 TK0568  USGS QUAD   -  TURNER SE (1984)
 TK0568
 TK0568                         *CURRENT SURVEY CONTROL
 TK0568  ___________________________________________________________________
 TK0568* NAD 83(1986)-  48 51 07.     (N)    108 19 29.     (W)     SCALED    
 TK0568* NAVD 88     -       922.938  (meters)    3028.01   (feet)  POSTED    
 TK0568  ___________________________________________________________________
 TK0568  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TK0568  DYNAMIC HT  -         923.050 (meters)    3028.37  (feet)  COMP
 TK0568  MODELED GRAV-     980,695.5   (mgal)                       NAVD 88
 TK0568
 TK0568  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0568
 TK0568.The horizontal coordinates were scaled from a topographic map and have
 TK0568.an estimated accuracy of +/- 6 seconds.
 TK0568
 TK0568.The orthometric height was determined by differential leveling
 TK0568.and adjusted by the National Geodetic Survey in 1992..
 TK0568.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0568.rate of 0.0 thru 1.0 mm/km.
 TK0568
 TK0568.The geoid height was determined by GEOID03.
 TK0568
 TK0568.The dynamic height is computed by dividing the NAVD 88
 TK0568.geopotential number by the normal gravity value computed on the
 TK0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0568.degrees latitude (g = 980.6199 gals.).
 TK0568
 TK0568.The modeled gravity was interpolated from observed gravity values.
 TK0568
 TK0568;                    North         East    Units  Estimated Accuracy
 TK0568;SPC MT       -   512,050.      686,240.      MT  (+/- 180 meters Scaled)
 TK0568
 TK0568                          SUPERSEDED SURVEY CONTROL
 TK0568
 TK0568.No superseded survey control is available for this station.
 TK0568
 TK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV962144(NAD 83)
 TK0568_MARKER: DB = BENCH MARK DISK
 TK0568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0568_SP_SET: COPPER-CLAD STEEL ROD
 TK0568_STAMPING: 42 REB 1979
 TK0568_MARK LOGO: USGS  
 TK0568_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0568_ROD/PIPE-DEPTH: 3.05 meters
 TK0568
 TK0568  HISTORY     - Date     Condition        Report By
 TK0568  HISTORY     - 1979     MONUMENTED       USGS
 TK0568
 TK0568                          STATION DESCRIPTION
 TK0568
 TK0568'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0568'7.2 KM (4.50 MI) ENE FROM TURNER.
 TK0568'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0568'THENCE 3.8 MILES EAST ALONG HIGHWAY 241 AND A GRAVEL ROAD, THENCE 0.6
 TK0568'MILES NORTH TO A RAILROAD CROSSING, 0.1 MILES NORTH OF THE WEST 1/4
 TK0568'CORNER OF SECTION 27, T36N, R26E, 83 FEET NORTHEAST OF THE RAILROAD
 TK0568'CROSSING, 68 FEET EAST OF THE GRAVEL ROAD, 37.4 FEET NORTH OF THE
 TK0568'NORTH RAIL AND 1.8 FEET SOUTHWEST OF A TELEGRAPH POLE.
 TK0568'THE MARK IS 1.3 FT  E FROM  A WITNESS POST
 TK0568'THE MARK IS 2.9 FT BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0331 ***********************************************************************
 RU0331  DESIGNATION -  42 WR
 RU0331  PID         -  RU0331
 RU0331  STATE/COUNTY-  MT/TREASURE
 RU0331  USGS QUAD   -  SANDERS (1984)
 RU0331
 RU0331                         *CURRENT SURVEY CONTROL
 RU0331  ___________________________________________________________________
 RU0331* NAD 83(1986)-  46 17 27.     (N)    107 03 53.     (W)     SCALED    
 RU0331* NAVD 88     -       791.520  (meters)    2596.85   (feet)  ADJUSTED  
 RU0331  ___________________________________________________________________
 RU0331  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 RU0331  DYNAMIC HT  -         791.440 (meters)    2596.58  (feet)  COMP
 RU0331  MODELED GRAV-     980,487.9   (mgal)                       NAVD 88
 RU0331
 RU0331  VERT ORDER  -  FIRST     CLASS II
 RU0331
 RU0331.The horizontal coordinates were scaled from a topographic map and have
 RU0331.an estimated accuracy of +/- 6 seconds.
 RU0331
 RU0331.The orthometric height was determined by differential leveling
 RU0331.and adjusted by the National Geodetic Survey in June 1991..
 RU0331
 RU0331.The geoid height was determined by GEOID03.
 RU0331
 RU0331.The dynamic height is computed by dividing the NAVD 88
 RU0331.geopotential number by the normal gravity value computed on the
 RU0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0331.degrees latitude (g = 980.6199 gals.).
 RU0331
 RU0331.The modeled gravity was interpolated from observed gravity values.
 RU0331
 RU0331;                    North         East    Units  Estimated Accuracy
 RU0331;SPC MT       -   229,710.      787,520.      MT  (+/- 180 meters Scaled)
 RU0331
 RU0331                          SUPERSEDED SURVEY CONTROL
 RU0331
 RU0331  NGVD 29 (??/??/92)  790.883  (m)         2594.76   (f) ADJ UNCH    1 2
 RU0331
 RU0331.Superseded values are not recommended for survey control.
 RU0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0331.See file dsdata.txt to determine how the superseded data were derived.
 RU0331
 RU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM409284(NAD 83)
 RU0331_MARKER: DD = SURVEY DISK
 RU0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0331_STAMPING: 42 WR 1957 2595
 RU0331_MARK LOGO: USGS  
 RU0331_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0331+STABILITY: SURFACE MOTION
 RU0331
 RU0331  HISTORY     - Date     Condition        Report By
 RU0331  HISTORY     - 1957     MONUMENTED       USGS
 RU0331  HISTORY     - 1960     GOOD             NGS
 RU0331  HISTORY     - 1981     GOOD             NGS
 RU0331
 RU0331                          STATION DESCRIPTION
 RU0331
 RU0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0331'8.3 MI E FROM HYSHAM.
 RU0331'ABOUT 8.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0331'STATION AT HYSHAM, IN SECTION 11, T 6 N, R 37 E, 6 1/2 POLES EAST OF
 RU0331'MILEPOST 143, 191 FEET SOUTH OF THE SOUTH RAIL, 34 FEET SOUTH OF THE
 RU0331'CENTER LINE OF U. S. HIGHWAYS 10 AND 12, 68 FEET NORTH OF A LARGE
 RU0331'COTTONWOOD TREE, 34 1/2 FEET EAST OF A TELEPHONE POLE, 3 1/2 FEET
 RU0331'NORTHWEST OF FENCE CORNER POST, 1 FOOT WEST OF A METAL WITNESS POST,
 RU0331'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACKS, ABOUT LEVEL WITH THE
 RU0331'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RU0331
 RU0331                          STATION RECOVERY (1981)
 RU0331
 RU0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0331'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0331'13.4 KM (8.3 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0331'THE RAILROAD STATION IN HYSHAM, 0.5 KM (0.3 MI) EAST OF MILE POST 143,
 RU0331'0.5 KM (0.3 MI) WEST OF A GRAVELED ROAD LEADING NORTHEAST, 58.2 METERS
 RU0331'(191.0 FT) SOUTH OF THE NEAR RAIL, 10.5 METERS (34.5 FT) EAST OF
 RU0331'UTILITY POLE NUMBER 4, 10.3 METERS (33.7 FT) SOUTH OF THE CENTERLINE
 RU0331'OF U.S. HIGHWAYS 10 AND 312, 1.1 METERS (3.5 FT) NORTHWEST OF A FENCE
 RU0331'CORNER, AND 0.9 METER (3.0 FT) NORTH OF A FENCE.
 RU0331'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RU0331'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0029 ***********************************************************************
 TM0029  DESIGNATION -  4207.8
 TM0029  PID         -  TM0029
 TM0029  STATE/COUNTY-  MT/PONDERA
 TM0029  USGS QUAD   -  DUPUYER EAST (1985)
 TM0029
 TM0029                         *CURRENT SURVEY CONTROL
 TM0029  ___________________________________________________________________
 TM0029* NAD 83(1986)-  48 10 55.     (N)    112 29 14.     (W)     SCALED    
 TM0029* NAVD 88     -      1283.601  (meters)    4211.28   (feet)  ADJUSTED  
 TM0029  ___________________________________________________________________
 TM0029  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 TM0029  DYNAMIC HT  -        1283.535 (meters)    4211.06  (feet)  COMP
 TM0029  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 TM0029
 TM0029  VERT ORDER  -  SECOND    CLASS 0
 TM0029
 TM0029.The horizontal coordinates were scaled from a topographic map and have
 TM0029.an estimated accuracy of +/- 6 seconds.
 TM0029
 TM0029.The orthometric height was determined by differential leveling
 TM0029.and adjusted by the National Geodetic Survey in June 1991..
 TM0029
 TM0029.The geoid height was determined by GEOID03.
 TM0029
 TM0029.The dynamic height is computed by dividing the NAVD 88
 TM0029.geopotential number by the normal gravity value computed on the
 TM0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0029.degrees latitude (g = 980.6199 gals.).
 TM0029
 TM0029.The modeled gravity was interpolated from observed gravity values.
 TM0029
 TM0029;                    North         East    Units  Estimated Accuracy
 TM0029;SPC MT       -   441,150.      378,010.      MT  (+/- 180 meters Scaled)
 TM0029
 TM0029                          SUPERSEDED SURVEY CONTROL
 TM0029
 TM0029  NGVD 29 (??/??/92) 1282.526  (m)         4207.75   (f) ADJ UNCH    2 0
 TM0029
 TM0029.Superseded values are not recommended for survey control.
 TM0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0029.See file dsdata.txt to determine how the superseded data were derived.
 TM0029
 TM0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU894375(NAD 83)
 TM0029_MARKER: Q = CHISELED SQUARE
 TM0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TM0029_SP_SET: CULVERT
 TM0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0029
 TM0029  HISTORY     - Date     Condition        Report By
 TM0029  HISTORY     - UNK      MONUMENTED       USGS
 TM0029  HISTORY     - 1934     GOOD             NGS
 TM0029
 TM0029                          STATION DESCRIPTION
 TM0029
 TM0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TM0029'1.0 MI SE FROM DUPUYER.
 TM0029'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 87 FROM DUPUYER, PONDERA
 TM0029'COUNTY, AT A CONCRETE CULVERT, AND ON THE TOP OF THE HEAD WALL.  A
 TM0029'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0066 ***********************************************************************
 TM0066  DESIGNATION -  4210.0
 TM0066  PID         -  TM0066
 TM0066  STATE/COUNTY-  MT/PONDERA
 TM0066  USGS QUAD   -  DUPUYER WEST (1968)
 TM0066
 TM0066                         *CURRENT SURVEY CONTROL
 TM0066  ___________________________________________________________________
 TM0066* NAD 83(1986)-  48 13 46.     (N)    112 30 18.     (W)     SCALED    
 TM0066* NAVD 88     -      1284.332  (meters)    4213.68   (feet)  ADJUSTED  
 TM0066  ___________________________________________________________________
 TM0066  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 TM0066  DYNAMIC HT  -        1284.274 (meters)    4213.49  (feet)  COMP
 TM0066  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 TM0066
 TM0066  VERT ORDER  -  SECOND    CLASS 0
 TM0066
 TM0066.The horizontal coordinates were scaled from a topographic map and have
 TM0066.an estimated accuracy of +/- 6 seconds.
 TM0066
 TM0066.The orthometric height was determined by differential leveling
 TM0066.and adjusted by the National Geodetic Survey in June 1991..
 TM0066
 TM0066.The geoid height was determined by GEOID03.
 TM0066
 TM0066.The dynamic height is computed by dividing the NAVD 88
 TM0066.geopotential number by the normal gravity value computed on the
 TM0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0066.degrees latitude (g = 980.6199 gals.).
 TM0066
 TM0066.The modeled gravity was interpolated from observed gravity values.
 TM0066
 TM0066;                    North         East    Units  Estimated Accuracy
 TM0066;SPC MT       -   446,480.      376,890.      MT  (+/- 180 meters Scaled)
 TM0066
 TM0066                          SUPERSEDED SURVEY CONTROL
 TM0066
 TM0066  NGVD 29 (??/??/92) 1283.260  (m)         4210.16   (f) ADJ UNCH    2 0
 TM0066
 TM0066.Superseded values are not recommended for survey control.
 TM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0066.See file dsdata.txt to determine how the superseded data were derived.
 TM0066
 TM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU882428(NAD 83)
 TM0066_MARKER: N = NAIL
 TM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0066+STABILITY: SURFACE MOTION
 TM0066
 TM0066  HISTORY     - Date     Condition        Report By
 TM0066  HISTORY     - UNK      MONUMENTED       USGS
 TM0066  HISTORY     - 1951     POOR             NGS
 TM0066
 TM0066                          STATION DESCRIPTION
 TM0066
 TM0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TM0066'2.6 MI N FROM DUPUYER.
 TM0066'2.6 MILES NORTH AND EAST ALONG U. S. HIGHWAY 89 AND THE VALIER ROAD
 TM0066'FROM DUPUYER, PONDERA COUNTY, AT THE TOP OF A LONG GRADE, ON THE
 TM0066'OUTSIDE OF A CURVE IN THE ROAD, 110 FEET NORTHWEST OF THE CENTERLINE
 TM0066'OF THE ROAD, AND IN A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 TM0066'STANDARD COPPER NAIL AND WASHER, SET IN THE TOP OF A 4-BY-4-INCH POST.
 TM0066'NOTE-- 4 BY 4 INCH POST, COPPER NAIL AND WASHER ARE THERE, BUT FENCE
 TM0066'POST WITH PAINTED-ON ELEVATION HAS BEEN KNOCKED DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0147 ***********************************************************************
 ST0147  DESIGNATION -  4218.78
 ST0147  PID         -  ST0147
 ST0147  STATE/COUNTY-  MT/TETON
 ST0147  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0147
 ST0147                         *CURRENT SURVEY CONTROL
 ST0147  ___________________________________________________________________
 ST0147* NAD 83(1986)-  47 34 48.     (N)    112 09 43.     (W)     SCALED    
 ST0147* NAVD 88     -      1287.837  (meters)    4225.18   (feet)  ADJUSTED  
 ST0147  ___________________________________________________________________
 ST0147  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 ST0147  DYNAMIC HT  -        1287.672 (meters)    4224.64  (feet)  COMP
 ST0147  MODELED GRAV-     980,439.3   (mgal)                       NAVD 88
 ST0147
 ST0147  VERT ORDER  -  SECOND    CLASS 0
 ST0147
 ST0147.The horizontal coordinates were scaled from a topographic map and have
 ST0147.an estimated accuracy of +/- 6 seconds.
 ST0147
 ST0147.The orthometric height was determined by differential leveling
 ST0147.and adjusted by the National Geodetic Survey in June 1991..
 ST0147
 ST0147.The geoid height was determined by GEOID03.
 ST0147
 ST0147.The dynamic height is computed by dividing the NAVD 88
 ST0147.geopotential number by the normal gravity value computed on the
 ST0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0147.degrees latitude (g = 980.6199 gals.).
 ST0147
 ST0147.The modeled gravity was interpolated from observed gravity values.
 ST0147
 ST0147;                    North         East    Units  Estimated Accuracy
 ST0147;SPC MT       -   373,420.      399,900.      MT  (+/- 180 meters Scaled)
 ST0147
 ST0147                          SUPERSEDED SURVEY CONTROL
 ST0147
 ST0147  NGVD 29 (??/??/92) 1286.827  (m)         4221.86   (f) ADJ UNCH    2 0
 ST0147
 ST0147.Superseded values are not recommended for survey control.
 ST0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0147.See file dsdata.txt to determine how the superseded data were derived.
 ST0147
 ST0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT126702(NAD 83)
 ST0147_MARKER: DD = SURVEY DISK
 ST0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0147_SP_SET: SIPHON
 ST0147_STAMPING: 4218.78
 ST0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0147
 ST0147  HISTORY     - Date     Condition        Report By
 ST0147  HISTORY     - UNK      MONUMENTED       BOR
 ST0147  HISTORY     - 1961     GOOD             NGS
 ST0147
 ST0147                          STATION DESCRIPTION
 ST0147
 ST0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0147'9.7 MI W FROM FAIRFIELD.
 ST0147'9.4 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0147'HIGHWAY 89 AT FAIRFIELD, THENCE 0.3 MILE WEST ALONG A COUNTY ROAD, ON
 ST0147'THE INSIDE OF A CURVE TO THE NORTH, IN THE TOP OF THE WEST SIDE OF A
 ST0147'20-FOOT DIAMETER CONCRETE DROP INLET TO INVERTE SIPHON FOR IRRIGATION
 ST0147'WATER, 59 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3
 ST0147'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB3812 ***********************************************************************
 AB3812  DESIGNATION -  4220
 AB3812  PID         -  AB3812
 AB3812  STATE/COUNTY-  MT/GLACIER
 AB3812  USGS QUAD   -  HALL COULEE (1968)
 AB3812
 AB3812                         *CURRENT SURVEY CONTROL
 AB3812  ___________________________________________________________________
 AB3812* NAD 83(1999)-  48 59 54.33003(N)    113 08 29.15049(W)     ADJUSTED  
 AB3812* NAVD 88     -      1288.0    (meters)    4226.     (feet)  GPS OBS   
 AB3812  ___________________________________________________________________
 AB3812  X           -  -1,648,016.035 (meters)                     COMP
 AB3812  Y           -  -3,855,990.820 (meters)                     COMP
 AB3812  Z           -   4,791,404.428 (meters)                     COMP
 AB3812  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AB3812  ELLIP HEIGHT-        1272.83  (meters)          (04/26/01) GPS OBS
 AB3812  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 AB3812
 AB3812  HORZ ORDER  -  B
 AB3812  ELLP ORDER  -  FOURTH    CLASS I
 AB3812
 AB3812.The horizontal coordinates were established by GPS observations
 AB3812.and adjusted by the National Geodetic Survey in April 2001..
 AB3812.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AB3812.DATUM ITEM on the data sheet items page.
 AB3812
 AB3812.The orthometric height was determined by GPS observations and a
 AB3812.high-resolution geoid model.
 AB3812
 AB3812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3812
 AB3812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3812
 AB3812.The ellipsoidal height was determined by GPS observations
 AB3812.and is referenced to NAD 83.
 AB3812
 AB3812.The geoid height was determined by GEOID03.
 AB3812
 AB3812;                    North         East     Units Scale Factor Converg.
 AB3812;SPC MT       -   533,885.201   333,637.819   MT  0.99999903   -2 39 49.4
 AB3812;SPC MT       - 1,751,591.87  1,094,612.27   iFT  0.99999903   -2 39 49.4
 AB3812;UTM  12      - 5,429,490.172   343,370.450   MT  0.99990139   -1 36 59.2
 AB3812
 AB3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3812!SPC MT       -   0.99980057  x   0.99999903  =   0.99979960
 AB3812!UTM  12      -   0.99980057  x   0.99990139  =   0.99970198
 AB3812
 AB3812                          SUPERSEDED SURVEY CONTROL
 AB3812
 AB3812  NAD 83(1992)-  48 59 54.32906(N)    113 08 29.14915(W) AD(       ) B
 AB3812  ELLIP H (05/29/96) 1272.88   (m)                       GP(       ) 2 1
 AB3812
 AB3812.Superseded values are not recommended for survey control.
 AB3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3812.See file dsdata.txt to determine how the superseded data were derived.
 AB3812
 AB3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV4337029490(NAD 83)
 AB3812_MARKER: DB = BENCH MARK DISK
 AB3812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB3812_STAMPING: 4220
 AB3812_MARK LOGO: IBC   
 AB3812_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB3812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3812+STABILITY: SURFACE MOTION
 AB3812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3812+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 AB3812
 AB3812  HISTORY     - Date     Condition        Report By
 AB3812  HISTORY     - 1912     MONUMENTED       IBC
 AB3812  HISTORY     - 19951125 GOOD             MTDOT
 AB3812  HISTORY     - 20000919 GOOD             LOCSUR
 AB3812
 AB3812                          STATION DESCRIPTION
 AB3812
 AB3812'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912
 AB3812'THE STATION IS LOCATED ABOUT 37 MI (59.5 KM) NORTH OF BROWNING, ALONG
 AB3812'THE CANADA-U.S. BORDER AND 2.0 MI (3.2 KM) WEST OF THE EMIGRANT GAP
 AB3812'CROSSING.$TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 89 WITH
 AB3812'STATE HIGHWAY 464, IN BROWNING, GO NORTHERLY ON STATE HIGHWAY 464
 AB3812'(DUCK LAKE ROAD) FOR 1.5 MI (2.4 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT
 AB3812'AND GO NORTHERLY ON BOARDING SCHOOL ROAD FOR 3.7 MI (6.0 KM) TO A
 AB3812'FORK. BEAR RIGHT AND CONTINUE NORTHERLY ON THREE C BAR ROAD FOR 26.35
 AB3812'MI (42.41 KM) TO A SIDE ROAD RIGHT.  CONTINUE NORTHERLY FOR 3.85 MI
 AB3812'(6.20 KM) TO THE CENTER OF THE OF A BRIDGE OVER ST MARY CANAL.
 AB3812'CONTINUE NORTH FOR 0.55 MI (0.89 KM) TO THE BORDER WHERE THE ROAD
 AB3812'TURNS WEST.  BEAR LEFT AND GO WEST ALONG THE BORDER FOR 2.0 MI (3.2
 AB3812'KM) TO BOUNDARY MONUMENT 298 ON THE RIGHT AND THE BENCH MARK JUST WEST
 AB3812'OF THE MONUMENT.$THE MARK IS A U.S.-CANADA BOUNDARY BENCH MARK STAMPED
 AB3812'4220.  IT IS A BRASS CAP AFFIXED TO THE TOP OF A PIPE BURIED IN THE
 AB3812'GROUND.  IT IS 12.0 FT (3.7 M) WEST OF THE MONUMENT AND 48.0 FT (14.6
 AB3812'M) NORTH OF THE CENTER OF THE GRAVEL ROAD.
 AB3812
 AB3812                          STATION RECOVERY (1995)
 AB3812
 AB3812'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 AB3812'THE STATION IS LOCATED ABOUT 37 MI (59.5 KM) NORTH OF BROWNING, ALONG
 AB3812'THE CANADA BORDER AND 2.0 MI (3.2 KM) WEST OF THE EMIGRANT GAP
 AB3812'CROSSING.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 2 AND 89 AND
 AB3812'STATE HIGHWAY 464, IN BROWNING, GO NORTHERLY ON STATE HIGHWAY 464
 AB3812'(DUCK LAKE ROAD) FOR 1.5 MI (2.4 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT
 AB3812'AND GO NORTHERLY ON BOARDING SCHOOL ROAD FOR 3.7 MI (6.0 KM) TO A
 AB3812'FORK.  BEAR RIGHT AND CONTINUE NORTH ON THREE C BAR ROAD FOR 26.35 MI
 AB3812'(42.41 KM) TO A SIDE ROAD RIGHT.  CONTINUE NORTH FOR 3.85 MI (6.20 KM)
 AB3812'TO THE CENTER OF A BRIDGE OVER THE ST MARYS CANAL. CONTINUE NORTH FOR
 AB3812'0.55 MI (0.89 KM) TO THE CANADA BORDER WHERE THE ROAD TURNS WEST AT
 AB3812'EMIGRANT GAP.  BEAR LEFT AND GO WEST ALONG THE BORDER FOR 2.0 MI (3.2
 AB3812'KM) AND THE STATION ON THE RIGHT AT BOUNDARY MONUMENT 298.  THE
 AB3812'STATION IS A CANADA-US BOUNDARY BENCH MARK DISK AFFIXED TO THE TOP OF
 AB3812'A METAL PIPE AND IS 12.0 FT (3.7 M) WEST OF THE MONUMENT AND 48.0 FT
 AB3812'(14.6 M) NORTH OF THE CENTER OF THE GRAVEL ROAD.
 AB3812
 AB3812                          STATION RECOVERY (2000)
 AB3812
 AB3812'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (TPF)
 AB3812'THE CENTER OF THE BRASS CAP IS DEPRESSED ABOUT 7MM AS THOUGH IT HAS
 AB3812'BEEN STRUCK WITH A HAMMER, STAMPING (4220)IS LEGIBLE AND SMALL
 AB3812'PUNCHMARK FOR CENTER POINT WAS VISIBLE AS WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0023 ***********************************************************************
 QX0023  DESIGNATION -  4265
 QX0023  PID         -  QX0023
 QX0023  STATE/COUNTY-  MT/PARK
 QX0023  USGS QUAD   -  ELTON (1981)
 QX0023
 QX0023                         *CURRENT SURVEY CONTROL
 QX0023  ___________________________________________________________________
 QX0023* NAD 83(1986)-  45 42 12.     (N)    110 15 42.     (W)     SCALED    
 QX0023* NAVD 88     -      1301.478  (meters)    4269.93   (feet)  ADJUSTED  
 QX0023  ___________________________________________________________________
 QX0023  GEOID HEIGHT-         -10.56  (meters)                     GEOID03
 QX0023  DYNAMIC HT  -        1301.071 (meters)    4268.60  (feet)  COMP
 QX0023  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 QX0023
 QX0023  VERT ORDER  -  FIRST     CLASS II
 QX0023
 QX0023.The horizontal coordinates were scaled from a topographic map and have
 QX0023.an estimated accuracy of +/- 6 seconds.
 QX0023
 QX0023.The orthometric height was determined by differential leveling
 QX0023.and adjusted by the National Geodetic Survey in June 1991..
 QX0023
 QX0023.The geoid height was determined by GEOID03.
 QX0023
 QX0023.The dynamic height is computed by dividing the NAVD 88
 QX0023.geopotential number by the normal gravity value computed on the
 QX0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0023.degrees latitude (g = 980.6199 gals.).
 QX0023
 QX0023.The modeled gravity was interpolated from observed gravity values.
 QX0023
 QX0023;                    North         East    Units  Estimated Accuracy
 QX0023;SPC MT       -   161,810.      540,710.      MT  (+/- 180 meters Scaled)
 QX0023
 QX0023                          SUPERSEDED SURVEY CONTROL
 QX0023
 QX0023  NGVD 29 (??/??/92) 1300.402  (m)         4266.40   (f) ADJ UNCH    1 2
 QX0023
 QX0023.Superseded values are not recommended for survey control.
 QX0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0023.See file dsdata.txt to determine how the superseded data were derived.
 QX0023
 QX0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR574613(NAD 83)
 QX0023_MARKER: Q = CHISELED SQUARE
 QX0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0023_SP_SET: BATTERY WELL
 QX0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0023
 QX0023  HISTORY     - Date     Condition        Report By
 QX0023  HISTORY     - UNK      MONUMENTED       USGS
 QX0023  HISTORY     - 1958     GOOD             NGS
 QX0023  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0023
 QX0023                          STATION DESCRIPTION
 QX0023
 QX0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0023'16.25 MI NE FROM LIVINGSTON.
 QX0023'ABOUT 16.25 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 QX0023'THE STATION AT LIVINGSTON, IN SECTION 33, T 1 S, R 12 E, ABOUT 0.15
 QX0023'MILE SOUTH OF MILEPOST 99, ON THE NORTH EDGE OF A CONCRETE BATTER
 QX0023'WELL, 9 1/2 FEET EAST OF THE EAST RAIL, 23 1/2 FEET EAST OF AND ACROSS
 QX0023'THE TRACK FROM SEMAPHORE NUMBER 99.1, ABOUT 1 1/2 FEET ABOVE THE
 QX0023'GROUND, AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 QX0023
 QX0023                          STATION RECOVERY (1982)
 QX0023
 QX0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0572 ***********************************************************************
 RX0572  DESIGNATION -  4268
 RX0572  PID         -  RX0572
 RX0572  STATE/COUNTY-  MT/POWELL
 RX0572  USGS QUAD   -  BROWNS LAKE (1965)
 RX0572
 RX0572                         *CURRENT SURVEY CONTROL
 RX0572  ___________________________________________________________________
 RX0572* NAD 83(1986)-  46 54 07.     (N)    113 03 38.     (W)     SCALED    
 RX0572* NAVD 88     -      1301.514  (meters)    4270.05   (feet)  ADJUSTED  
 RX0572  ___________________________________________________________________
 RX0572  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 RX0572  DYNAMIC HT  -        1301.244 (meters)    4269.16  (feet)  COMP
 RX0572  MODELED GRAV-     980,361.3   (mgal)                       NAVD 88
 RX0572
 RX0572  VERT ORDER  -  SECOND    CLASS 0
 RX0572
 RX0572.The horizontal coordinates were scaled from a topographic map and have
 RX0572.an estimated accuracy of +/- 6 seconds.
 RX0572
 RX0572.The orthometric height was determined by differential leveling
 RX0572.and adjusted by the National Geodetic Survey in June 1991..
 RX0572
 RX0572.The geoid height was determined by GEOID03.
 RX0572
 RX0572.The dynamic height is computed by dividing the NAVD 88
 RX0572.geopotential number by the normal gravity value computed on the
 RX0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0572.degrees latitude (g = 980.6199 gals.).
 RX0572
 RX0572.The modeled gravity was interpolated from observed gravity values.
 RX0572
 RX0572;                    North         East    Units  Estimated Accuracy
 RX0572;SPC MT       -   300,850.      328,960.      MT  (+/- 180 meters Scaled)
 RX0572
 RX0572                          SUPERSEDED SURVEY CONTROL
 RX0572
 RX0572  NGVD 29 (??/??/92) 1300.401  (m)         4266.40   (f) ADJ UNCH    2 0
 RX0572
 RX0572.Superseded values are not recommended for survey control.
 RX0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0572.See file dsdata.txt to determine how the superseded data were derived.
 RX0572
 RX0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS430963(NAD 83)
 RX0572_MARKER: P = PIPE CAP
 RX0572_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0572_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0572_STAMPING: 4268 MSLA
 RX0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0572
 RX0572  HISTORY     - Date     Condition        Report By
 RX0572  HISTORY     - UNK      MONUMENTED       USGS
 RX0572  HISTORY     - 1934     GOOD             NGS
 RX0572
 RX0572                          STATION DESCRIPTION
 RX0572
 RX0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0572'6.8 MI NW FROM HELMVILLE.
 RX0572'6.8 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM HELMVILLE, POWELL
 RX0572'COUNTY, 0.6 MILE NORTHWEST OF A WOODEN BRIDGE OVER BLACK FOOT RIVER,
 RX0572'AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 RX0572'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4268 MSLA AND RIVETED ON THE
 RX0572'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0948 ***********************************************************************
 SS0948  DESIGNATION -  43 RDS
 SS0948  PID         -  SS0948
 SS0948  STATE/COUNTY-  MT/CASCADE
 SS0948  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0948
 SS0948                         *CURRENT SURVEY CONTROL
 SS0948  ___________________________________________________________________
 SS0948* NAD 83(1986)-  47 19 42.     (N)    111 50 20.     (W)     SCALED    
 SS0948* NAVD 88     -      1159.636  (meters)    3804.57   (feet)  ADJUSTED  
 SS0948  ___________________________________________________________________
 SS0948  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 SS0948  DYNAMIC HT  -        1159.512 (meters)    3804.17  (feet)  COMP
 SS0948  MODELED GRAV-     980,465.6   (mgal)                       NAVD 88
 SS0948
 SS0948  VERT ORDER  -  SECOND    CLASS 0
 SS0948
 SS0948.The horizontal coordinates were scaled from a topographic map and have
 SS0948.an estimated accuracy of +/- 6 seconds.
 SS0948
 SS0948.The orthometric height was determined by differential leveling
 SS0948.and adjusted by the National Geodetic Survey in June 1991..
 SS0948
 SS0948.The geoid height was determined by GEOID03.
 SS0948
 SS0948.The dynamic height is computed by dividing the NAVD 88
 SS0948.geopotential number by the normal gravity value computed on the
 SS0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0948.degrees latitude (g = 980.6199 gals.).
 SS0948
 SS0948.The modeled gravity was interpolated from observed gravity values.
 SS0948
 SS0948;                    North         East    Units  Estimated Accuracy
 SS0948;SPC MT       -   344,700.      423,340.      MT  (+/- 180 meters Scaled)
 SS0948
 SS0948                          SUPERSEDED SURVEY CONTROL
 SS0948
 SS0948  NGVD 29 (??/??/92) 1158.688  (m)         3801.46   (f) ADJ UNCH    2 0
 SS0948
 SS0948.Superseded values are not recommended for survey control.
 SS0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0948.See file dsdata.txt to determine how the superseded data were derived.
 SS0948
 SS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT366419(NAD 83)
 SS0948_MARKER: DD = SURVEY DISK
 SS0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0948_STAMPING: 43 RDS 1957
 SS0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0948+STABILITY: SURFACE MOTION
 SS0948
 SS0948  HISTORY     - Date     Condition        Report By
 SS0948  HISTORY     - 1957     MONUMENTED       USGS
 SS0948  HISTORY     - 1961     GOOD             NGS
 SS0948
 SS0948                          STATION DESCRIPTION
 SS0948
 SS0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0948'10.05 MI NW FROM CASCADE.
 SS0948'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0948'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0948'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 2.55 MILES SOUTHWEST ALONG
 SS0948'A COUNTY ROAD, 37 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 SS0948'ON THE TOP OF A 14 FOOT HIGH KNOLL, 11 FEET SOUTH-SOUTHEAST OF THE
 SS0948'FENCE, ABOUT 15 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SS0948'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0569 ***********************************************************************
 TK0569  DESIGNATION -  43 REB
 TK0569  PID         -  TK0569
 TK0569  STATE/COUNTY-  MT/BLAINE
 TK0569  USGS QUAD   -  TURNER SE (1984)
 TK0569
 TK0569                         *CURRENT SURVEY CONTROL
 TK0569  ___________________________________________________________________
 TK0569* NAD 83(1986)-  48 51 14.     (N)    108 18 13.     (W)     SCALED    
 TK0569* NAVD 88     -       919.126  (meters)    3015.50   (feet)  POSTED    
 TK0569  ___________________________________________________________________
 TK0569  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 TK0569  DYNAMIC HT  -         919.230 (meters)    3015.84  (feet)  COMP
 TK0569  MODELED GRAV-     980,695.4   (mgal)                       NAVD 88
 TK0569
 TK0569  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0569
 TK0569.The horizontal coordinates were scaled from a topographic map and have
 TK0569.an estimated accuracy of +/- 6 seconds.
 TK0569
 TK0569.The orthometric height was determined by differential leveling
 TK0569.and adjusted by the National Geodetic Survey in 1992..
 TK0569.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0569.rate of 0.0 thru 1.0 mm/km.
 TK0569
 TK0569.The geoid height was determined by GEOID03.
 TK0569
 TK0569.The dynamic height is computed by dividing the NAVD 88
 TK0569.geopotential number by the normal gravity value computed on the
 TK0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0569.degrees latitude (g = 980.6199 gals.).
 TK0569
 TK0569.The modeled gravity was interpolated from observed gravity values.
 TK0569
 TK0569;                    North         East    Units  Estimated Accuracy
 TK0569;SPC MT       -   512,290.      687,790.      MT  (+/- 180 meters Scaled)
 TK0569
 TK0569                          SUPERSEDED SURVEY CONTROL
 TK0569
 TK0569.No superseded survey control is available for this station.
 TK0569
 TK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV977147(NAD 83)
 TK0569_MARKER: DB = BENCH MARK DISK
 TK0569_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0569+WITH SETTING: INFORMATION.
 TK0569_SP_SET: SHALLOW-SET METAL ROD
 TK0569_STAMPING: 43 REB 1979
 TK0569_MARK LOGO: USGS  
 TK0569_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0569_ROD/PIPE-DEPTH: 1.83 meters
 TK0569
 TK0569  HISTORY     - Date     Condition        Report By
 TK0569  HISTORY     - 1979     MONUMENTED       USGS
 TK0569
 TK0569                          STATION DESCRIPTION
 TK0569
 TK0569'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0569'10.0 KM (6.20 MI) ENE FROM TURNER.
 TK0569'0.1 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER,
 TK0569'THENCE 3.8 MILES EAST ALONG HIGHWAY 241 AND A GRAVEL ROAD, THENCE 1.0
 TK0569'MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.0 MILES EAST ALONG A GRAVEL
 TK0569'ROAD, THENCE 0.3 MILES SOUTH ALONG A FENCE TO A CROSSING, 4.74 MILES
 TK0569'EAST OF THE TURNER BURLINGTON NORTHERN RAILROAD DEPOT ALONG THE
 TK0569'RAILROAD, 0.3 MILES SOUTH OF THE NORTHWEST CORNER OF SECTION 26,
 TK0569'T36N, R26E, 60 FEET NORTHEAST OF AN OLD ROAD CROSSING, 37.3 FEET
 TK0569'NORTH OF THE NORTH RAIL, 28 FEET EAST OF A 14 - INCH CORNER POST,
 TK0569'11.4 FEET SOUTH OF A FENCE, AND 1.7 FEET SOUTH OF A TELEGRAPH POLE.
 TK0569'THE MARK IS 1.1 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0492 ***********************************************************************
 RX0492  DESIGNATION -  4303
 RX0492  PID         -  RX0492
 RX0492  STATE/COUNTY-  MT/POWELL
 RX0492  USGS QUAD   -  HELMVILLE (1968)
 RX0492
 RX0492                         *CURRENT SURVEY CONTROL
 RX0492  ___________________________________________________________________
 RX0492* NAD 83(1986)-  46 51 52.     (N)    112 57 50.     (W)     SCALED    
 RX0492* NAVD 88     -      1313.527  (meters)    4309.46   (feet)  ADJUSTED  
 RX0492  ___________________________________________________________________
 RX0492  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 RX0492  DYNAMIC HT  -        1313.237 (meters)    4308.51  (feet)  COMP
 RX0492  MODELED GRAV-     980,347.9   (mgal)                       NAVD 88
 RX0492
 RX0492  VERT ORDER  -  SECOND    CLASS 0
 RX0492
 RX0492.The horizontal coordinates were scaled from a topographic map and have
 RX0492.an estimated accuracy of +/- 6 seconds.
 RX0492
 RX0492.The orthometric height was determined by differential leveling
 RX0492.and adjusted by the National Geodetic Survey in June 1991..
 RX0492
 RX0492.The geoid height was determined by GEOID03.
 RX0492
 RX0492.The dynamic height is computed by dividing the NAVD 88
 RX0492.geopotential number by the normal gravity value computed on the
 RX0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0492.degrees latitude (g = 980.6199 gals.).
 RX0492
 RX0492.The modeled gravity was interpolated from observed gravity values.
 RX0492
 RX0492;                    North         East    Units  Estimated Accuracy
 RX0492;SPC MT       -   296,350.      336,130.      MT  (+/- 180 meters Scaled)
 RX0492
 RX0492                          SUPERSEDED SURVEY CONTROL
 RX0492
 RX0492  NGVD 29 (??/??/92) 1312.414  (m)         4305.81   (f) ADJ UNCH    2 0
 RX0492
 RX0492.Superseded values are not recommended for survey control.
 RX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0492.See file dsdata.txt to determine how the superseded data were derived.
 RX0492
 RX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS503919(NAD 83)
 RX0492_MARKER: P = PIPE CAP
 RX0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0492_STAMPING: 4303 BUTTE
 RX0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0492+STABILITY: SURFACE MOTION
 RX0492
 RX0492  HISTORY     - Date     Condition        Report By
 RX0492  HISTORY     - UNK      MONUMENTED       USGS
 RX0492  HISTORY     - 1944     GOOD             NGS
 RX0492
 RX0492                          STATION DESCRIPTION
 RX0492
 RX0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RX0492'IN HELMVILLE.
 RX0492'AT HELMVILLE, POWELL COUNTY, 400 FEET NORTH OF THE POST OFFICE AND THE
 RX0492'RED AND WHITE STORE, 24 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 RX0492'31, AND 3 FEET SOUTH OF A SHED.  A UNITED STATES GEOLOGICAL SURVEY
 RX0492'STANDARD CAP, STAMPED 4303 BUTTE AND RIVETED ON THE TOP OF A 3-1/2
 RX0492'INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0569 ***********************************************************************
 RX0569  DESIGNATION -  4324
 RX0569  PID         -  RX0569
 RX0569  STATE/COUNTY-  MT/POWELL
 RX0569  USGS QUAD   -  CHIMNEY LAKES (1965)
 RX0569
 RX0569                         *CURRENT SURVEY CONTROL
 RX0569  ___________________________________________________________________
 RX0569* NAD 83(1986)-  46 51 57.     (N)    113 01 14.     (W)     SCALED    
 RX0569* NAVD 88     -      1318.634  (meters)    4326.22   (feet)  ADJUSTED  
 RX0569  ___________________________________________________________________
 RX0569  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 RX0569  DYNAMIC HT  -        1318.358 (meters)    4325.31  (feet)  COMP
 RX0569  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 RX0569
 RX0569  VERT ORDER  -  SECOND    CLASS 0
 RX0569
 RX0569.The horizontal coordinates were scaled from a topographic map and have
 RX0569.an estimated accuracy of +/- 6 seconds.
 RX0569
 RX0569.The orthometric height was determined by differential leveling
 RX0569.and adjusted by the National Geodetic Survey in June 1991..
 RX0569
 RX0569.The geoid height was determined by GEOID03.
 RX0569
 RX0569.The dynamic height is computed by dividing the NAVD 88
 RX0569.geopotential number by the normal gravity value computed on the
 RX0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0569.degrees latitude (g = 980.6199 gals.).
 RX0569
 RX0569.The modeled gravity was interpolated from observed gravity values.
 RX0569
 RX0569;                    North         East    Units  Estimated Accuracy
 RX0569;SPC MT       -   296,700.      331,820.      MT  (+/- 180 meters Scaled)
 RX0569
 RX0569                          SUPERSEDED SURVEY CONTROL
 RX0569
 RX0569  NGVD 29 (??/??/92) 1317.528  (m)         4322.59   (f) ADJ UNCH    2 0
 RX0569
 RX0569.Superseded values are not recommended for survey control.
 RX0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0569.See file dsdata.txt to determine how the superseded data were derived.
 RX0569
 RX0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS460922(NAD 83)
 RX0569_MARKER: P = PIPE CAP
 RX0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0569_STAMPING: 4324
 RX0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0569+STABILITY: SURFACE MOTION
 RX0569
 RX0569  HISTORY     - Date     Condition        Report By
 RX0569  HISTORY     - UNK      MONUMENTED       USGS
 RX0569  HISTORY     - 1934     GOOD             NGS
 RX0569
 RX0569                          STATION DESCRIPTION
 RX0569
 RX0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0569'3.0 MI NW FROM HELMVILLE.
 RX0569'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM HELMVILLE, POWELL
 RX0569'COUNTY, AT A ROAD LEADING EAST TO THE KELLY RANCH, 42 FEET WEST OF THE
 RX0569'CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 RX0569'UNITED GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4324 AND RIVETED ON THE
 RX0569'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0484 ***********************************************************************
 RX0484  DESIGNATION -  4365
 RX0484  PID         -  RX0484
 RX0484  STATE/COUNTY-  MT/POWELL
 RX0484  USGS QUAD   -  MOOSE CREEK (1968)
 RX0484
 RX0484                         *CURRENT SURVEY CONTROL
 RX0484  ___________________________________________________________________
 RX0484* NAD 83(1986)-  46 56 17.     (N)    112 52 16.     (W)     SCALED    
 RX0484* NAVD 88     -      1332.355  (meters)    4371.23   (feet)  ADJUSTED  
 RX0484  ___________________________________________________________________
 RX0484  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0484  DYNAMIC HT  -        1332.099 (meters)    4370.39  (feet)  COMP
 RX0484  MODELED GRAV-     980,374.8   (mgal)                       NAVD 88
 RX0484
 RX0484  VERT ORDER  -  SECOND    CLASS 0
 RX0484
 RX0484.The horizontal coordinates were scaled from a topographic map and have
 RX0484.an estimated accuracy of +/- 6 seconds.
 RX0484
 RX0484.The orthometric height was determined by differential leveling
 RX0484.and adjusted by the National Geodetic Survey in June 1991..
 RX0484
 RX0484.The geoid height was determined by GEOID03.
 RX0484
 RX0484.The dynamic height is computed by dividing the NAVD 88
 RX0484.geopotential number by the normal gravity value computed on the
 RX0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0484.degrees latitude (g = 980.6199 gals.).
 RX0484
 RX0484.The modeled gravity was interpolated from observed gravity values.
 RX0484
 RX0484;                    North         East    Units  Estimated Accuracy
 RX0484;SPC MT       -   304,220.      343,550.      MT  (+/- 180 meters Scaled)
 RX0484
 RX0484                          SUPERSEDED SURVEY CONTROL
 RX0484
 RX0484  NGVD 29 (??/??/92) 1331.259  (m)         4367.64   (f) ADJ UNCH    2 0
 RX0484
 RX0484.Superseded values are not recommended for survey control.
 RX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0484.See file dsdata.txt to determine how the superseded data were derived.
 RX0484
 RX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS575999(NAD 83)
 RX0484_MARKER: P = PIPE CAP
 RX0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0484_STAMPING: 4365 BUTTE
 RX0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0484
 RX0484  HISTORY     - Date     Condition        Report By
 RX0484  HISTORY     - UNK      MONUMENTED       USGS
 RX0484  HISTORY     - 1934     GOOD             NGS
 RX0484
 RX0484                          STATION DESCRIPTION
 RX0484
 RX0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0484'12.4 MI W FROM LINCOLN.
 RX0484'IN POWELL COUNTY, 12.4 MILES WEST ALONG STATE HIGHWAY 20 FROM LINCOLN,
 RX0484'LEWIS AND CLARK COUNTY, 87 FEET NORTHWEST OF A GATE TO A RANCH HOUSE,
 RX0484'AND 16 FEET SOUTHWEST OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 RX0484'SURVEY STANDARD CAP, STAMPED 4365 BUTTE AND RIVETED ON THE TOP OF A
 RX0484'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0280 ***********************************************************************
 RX0280  DESIGNATION -  4377
 RX0280  PID         -  RX0280
 RX0280  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0280  USGS QUAD   -  CANYON CREEK (1968)
 RX0280
 RX0280                         *CURRENT SURVEY CONTROL
 RX0280  ___________________________________________________________________
 RX0280* NAD 83(1986)-  46 48 20.     (N)    112 16 12.     (W)     SCALED    
 RX0280* NAVD 88     -      1336.088  (meters)    4383.48   (feet)  ADJUSTED  
 RX0280  ___________________________________________________________________
 RX0280  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 RX0280  DYNAMIC HT  -        1335.799 (meters)    4382.53  (feet)  COMP
 RX0280  MODELED GRAV-     980,350.6   (mgal)                       NAVD 88
 RX0280
 RX0280  VERT ORDER  -  FIRST     CLASS II
 RX0280
 RX0280.The horizontal coordinates were scaled from a topographic map and have
 RX0280.an estimated accuracy of +/- 6 seconds.
 RX0280
 RX0280.The orthometric height was determined by differential leveling
 RX0280.and adjusted by the National Geodetic Survey in June 1991..
 RX0280
 RX0280.The geoid height was determined by GEOID03.
 RX0280
 RX0280.The dynamic height is computed by dividing the NAVD 88
 RX0280.geopotential number by the normal gravity value computed on the
 RX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0280.degrees latitude (g = 980.6199 gals.).
 RX0280
 RX0280.The modeled gravity was interpolated from observed gravity values.
 RX0280
 RX0280;                    North         East    Units  Estimated Accuracy
 RX0280;SPC MT       -   287,710.      388,730.      MT  (+/- 180 meters Scaled)
 RX0280
 RX0280                          SUPERSEDED SURVEY CONTROL
 RX0280
 RX0280  NGVD 29 (??/??/92) 1335.032  (m)         4380.02   (f) ADJ UNCH    1 2
 RX0280
 RX0280.Superseded values are not recommended for survey control.
 RX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0280.See file dsdata.txt to determine how the superseded data were derived.
 RX0280
 RX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS030843(NAD 83)
 RX0280_MARKER: P = PIPE CAP
 RX0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0280_STAMPING: 4377 BUTTE
 RX0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0280
 RX0280  HISTORY     - Date     Condition        Report By
 RX0280  HISTORY     - UNK      MONUMENTED       USGS
 RX0280  HISTORY     - 1936     GOOD             NGS
 RX0280
 RX0280                          STATION DESCRIPTION
 RX0280
 RX0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RX0280'0.5 MI W FROM CANYON CREEK.
 RX0280'0.5 MILE WEST ALONG THE SILVER CITY-WILBORN ROAD FROM THE STORE AT
 RX0280'CANYON CREEK, LEWIS AND CLARK COUNTY, 35 YARDS SOUTHWEST OF THE
 RX0280'JUNCTION OF THE LITTLE PRICKLEY PEAR ROAD, 61 FEET SOUTH OF THE
 RX0280'CENTERLINE OF THE LITTLE PRICKLEY PEAR ROAD, 2-1/2 FEET EAST OF THE
 RX0280'M.A. HEANEY RESIDENCE, AND 6 FEET NORTH OF A WELL.  A UNITED STATES
 RX0280'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4377 BUTTE AND RIVETED ON THE
 RX0280'TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND. NOTE--
 RX0280'STAMPING OF THE MARK OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0995 ***********************************************************************
 SS0995  DESIGNATION -  44 RDS
 SS0995  PID         -  SS0995
 SS0995  STATE/COUNTY-  MT/CASCADE
 SS0995  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0995
 SS0995                         *CURRENT SURVEY CONTROL
 SS0995  ___________________________________________________________________
 SS0995* NAD 83(1986)-  47 20 32.     (N)    111 47 26.     (W)     SCALED    
 SS0995* NAVD 88     -      1081.436  (meters)    3548.01   (feet)  ADJUSTED  
 SS0995  ___________________________________________________________________
 SS0995  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 SS0995  DYNAMIC HT  -        1081.333 (meters)    3547.67  (feet)  COMP
 SS0995  MODELED GRAV-     980,480.7   (mgal)                       NAVD 88
 SS0995
 SS0995  VERT ORDER  -  SECOND    CLASS 0
 SS0995
 SS0995.The horizontal coordinates were scaled from a topographic map and have
 SS0995.an estimated accuracy of +/- 6 seconds.
 SS0995
 SS0995.The orthometric height was determined by differential leveling
 SS0995.and adjusted by the National Geodetic Survey in June 1991..
 SS0995
 SS0995.The geoid height was determined by GEOID03.
 SS0995
 SS0995.The dynamic height is computed by dividing the NAVD 88
 SS0995.geopotential number by the normal gravity value computed on the
 SS0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0995.degrees latitude (g = 980.6199 gals.).
 SS0995
 SS0995.The modeled gravity was interpolated from observed gravity values.
 SS0995
 SS0995;                    North         East    Units  Estimated Accuracy
 SS0995;SPC MT       -   346,130.      427,030.      MT  (+/- 180 meters Scaled)
 SS0995
 SS0995                          SUPERSEDED SURVEY CONTROL
 SS0995
 SS0995  NGVD 29 (??/??/92) 1080.501  (m)         3544.94   (f) ADJ UNCH    2 0
 SS0995
 SS0995.Superseded values are not recommended for survey control.
 SS0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0995.See file dsdata.txt to determine how the superseded data were derived.
 SS0995
 SS0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT402434(NAD 83)
 SS0995_MARKER: DD = SURVEY DISK
 SS0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0995_STAMPING: 44 RDS 1957
 SS0995_MARK LOGO: USGS  
 SS0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0995+STABILITY: SURFACE MOTION
 SS0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS0995+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1996
 SS0995
 SS0995  HISTORY     - Date     Condition        Report By
 SS0995  HISTORY     - 1957     MONUMENTED       USGS
 SS0995  HISTORY     - 1961     GOOD             NGS
 SS0995  HISTORY     - 19960705 GOOD             NGS
 SS0995
 SS0995                          STATION DESCRIPTION
 SS0995
 SS0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0995'7.5 MI NW FROM CASCADE.
 SS0995'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0995'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0995'MILES NORTHWEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD
 SS0995'SOUTHWEST TO THE ST. PETER MISSION, 98 FEET WEST-NORTHWEST OF THE
 SS0995'CENTER OF THE JUNCTION, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD
 SS0995'WEST, 88 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 8 FEET NORTH
 SS0995'OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 SS0995'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS0995'FOOT ABOVE THE GROUND.
 SS0995
 SS0995                          STATION RECOVERY (1996)
 SS0995
 SS0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 SS0995'6.6 MI (10.6 KM) WEST ALONG MISSION ROAD FROM THE INTERSECTION WITH
 SS0995'INTERSTATE HIGHWAY 15, EXIT 256 IN CASCADE, TO A FORK AND THE
 SS0995'INTERSECTION WITH THE SIMMS-CASCADE ROAD, THE STATION IS AT THE
 SS0995'JUNCTION, 98.0 FT (29.9 M) NORTHWEST OF THE CENTER OF THE JUNCTION,
 SS0995'51.0 FT (15.5 M) NORTH OF THE CENTER OF MISSION ROAD, 88.0 FT (26.8 M)
 SS0995'WEST OF THE CENTER OF THE SIMMS-CASCADE ROAD, 8.0 FT (2.4 M) NORTH OF
 SS0995'A POWER POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 SS0995'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT
 SS0995'(12.2 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0570 ***********************************************************************
 TK0570  DESIGNATION -  44 REB
 TK0570  PID         -  TK0570
 TK0570  STATE/COUNTY-  MT/BLAINE
 TK0570  USGS QUAD   -  TURNER SE (1984)
 TK0570
 TK0570                         *CURRENT SURVEY CONTROL
 TK0570  ___________________________________________________________________
 TK0570* NAD 83(1986)-  48 51 38.     (N)    108 16 50.     (W)     SCALED    
 TK0570* NAVD 88     -       906.235  (meters)    2973.21   (feet)  POSTED    
 TK0570  ___________________________________________________________________
 TK0570  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 TK0570  DYNAMIC HT  -         906.340 (meters)    2973.55  (feet)  COMP
 TK0570  MODELED GRAV-     980,697.3   (mgal)                       NAVD 88
 TK0570
 TK0570  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0570
 TK0570.The horizontal coordinates were scaled from a topographic map and have
 TK0570.an estimated accuracy of +/- 6 seconds.
 TK0570
 TK0570.The orthometric height was determined by differential leveling
 TK0570.and adjusted by the National Geodetic Survey in 1992..
 TK0570.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0570.rate of 0.0 thru 1.0 mm/km.
 TK0570
 TK0570.The geoid height was determined by GEOID03.
 TK0570
 TK0570.The dynamic height is computed by dividing the NAVD 88
 TK0570.geopotential number by the normal gravity value computed on the
 TK0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0570.degrees latitude (g = 980.6199 gals.).
 TK0570
 TK0570.The modeled gravity was interpolated from observed gravity values.
 TK0570
 TK0570;                    North         East    Units  Estimated Accuracy
 TK0570;SPC MT       -   513,060.      689,470.      MT  (+/- 180 meters Scaled)
 TK0570
 TK0570                          SUPERSEDED SURVEY CONTROL
 TK0570
 TK0570.No superseded survey control is available for this station.
 TK0570
 TK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV994155(NAD 83)
 TK0570_MARKER: DB = BENCH MARK DISK
 TK0570_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0570+WITH SETTING: INFORMATION.
 TK0570_SP_SET: SHALLOW-SET METAL ROD
 TK0570_STAMPING: 44 REB 1979
 TK0570_MARK LOGO: USGS  
 TK0570_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0570_ROD/PIPE-DEPTH: 1.68 meters
 TK0570
 TK0570  HISTORY     - Date     Condition        Report By
 TK0570  HISTORY     - 1979     MONUMENTED       USGS
 TK0570
 TK0570                          STATION DESCRIPTION
 TK0570
 TK0570'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0570'9.6 KM (5.95 MI) EAST FROM TURNER.
 TK0570'5.94 MILES EAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER
 TK0570'ALONG THE RAILROAD, 0.15 MILES NORTH OF THE SOUTHEAST CORNER OF
 TK0570'SECTION 23, T36N, R26E, ABOUT 375 FEET SOUTHWEST OF A TRESSLE, 46.4
 TK0570'FEET NORTHWEST OF THE NORTHWEST RAIL, 12.5 FEET NORTHEAST OF A
 TK0570'TELEGRAPH POLE, AND 1.6 FEET SOUTHEAST OF A FENCE.
 TK0570'THE MARK IS 1.8 FT  NE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0963 ***********************************************************************
 TO0963  DESIGNATION -  44 WS
 TO0963  PID         -  TO0963
 TO0963  STATE/COUNTY-  MT/SANDERS
 TO0963  USGS QUAD   -  CABINET (1989)
 TO0963
 TO0963                         *CURRENT SURVEY CONTROL
 TO0963  ___________________________________________________________________
 TO0963* NAD 83(1992)-  48 03 54.52661(N)    116 00 22.37197(W)     ADJUSTED  
 TO0963* NAVD 88     -       736.97   (+/-2cm)    2417.9    (feet)  VERTCON   
 TO0963  ___________________________________________________________________
 TO0963  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 TO0963  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0963
 TO0963  HORZ ORDER  -  THIRD
 TO0963  VERT ORDER  -  THIRD ? (See Below)
 TO0963
 TO0963.The horizontal coordinates were established by classical geodetic methods
 TO0963.and adjusted by the National Geodetic Survey in July 1992..
 TO0963
 TO0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0963.The vertical order pertains to the NGVD 29 superseded value.
 TO0963
 TO0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0963
 TO0963.The geoid height was determined by GEOID03.
 TO0963
 TO0963;                    North         East     Units Scale Factor Converg.
 TO0963;SPC MT       -   444,055.964   115,852.699   MT  0.99956189   -4 45 33.6
 TO0963;SPC MT       - 1,456,876.52    380,094.16   iFT  0.99956189   -4 45 33.6
 TO0963;UTM  11      - 5,324,018.681   574,038.163   MT  0.99966735   +0 44 21.5
 TO0963
 TO0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0963!SPC MT       -   0.99988710  x   0.99956189  =   0.99944904
 TO0963!UTM  11      -   0.99988710  x   0.99966735  =   0.99955449
 TO0963
 TO0963:                Primary Azimuth Mark                     Grid Az
 TO0963:SPC MT       -  ELK RIDGE LOT                            231 50 51.2
 TO0963:UTM  11      -  ELK RIDGE LOT                            226 20 56.1
 TO0963
 TO0963|---------------------------------------------------------------------|
 TO0963| PID    Reference Object                     Distance      Geod. Az  |
 TO0963|                                                           dddmmss.s |
 TO0963| TO0964 ELK RIDGE LOT                       APPROX. 4.5 KM 2270517.6 |
 TO0963|---------------------------------------------------------------------|
 TO0963
 TO0963                          SUPERSEDED SURVEY CONTROL
 TO0963
 TO0963  NAD 83(1986)-  48 03 54.53516(N)    116 00 22.36011(W) AD(       ) 3
 TO0963  NAD 27      -  48 03 54.81382(N)    116 00 18.80683(W) AD(       ) 3
 TO0963  NGVD 29 (07/19/86)  735.81   (m)         2414.1    (f) LEVELING    3  
 TO0963
 TO0963.Superseded values are not recommended for survey control.
 TO0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0963.See file dsdata.txt to determine how the superseded data were derived.
 TO0963
 TO0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7403824019(NAD 83)
 TO0963_MARKER: DB = BENCH MARK DISK
 TO0963_SETTING: 0 = UNSPECIFIED SETTING
 TO0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0963
 TO0963  HISTORY     - Date     Condition        Report By
 TO0963  HISTORY     - 1949     MONUMENTED       USGS
 TO0963
 TO0963                          STATION DESCRIPTION
 TO0963
 TO0963'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 TO0963'HERON, ABOUT 2.5 MI. WSW. OF, 488 FT. S. AND 156 FT. E. OF CENTERLINE
 TO0963'OF CROSSROADS, IN CONCRETE POST, STANDARD TABLET STAMPED ---44 WS 1949
 TO0963'2414---.
 TO0963'
 TO0963'LOCATED ABOUT 1.5 MI. (AIRLINE) W. OF HERON, ON BENCHLAND OVERLOOKING
 TO0963'THE CLARKS FORK RIVER.
 TO0963'
 TO0963'TO REACH FROM HERON, DRIVE W. ON COUNTY RD. ABOUT 1.5 MI. TO WELL
 TO0963'TRAVELED E-W. SECTION LINE RD., CONTINUE W. FOR 1.1 MI. TO CROSSROADS,
 TO0963'TURN S. 0.1 MI. TO GATE ON N. SIDE OF RD.  STATION IS IN PASTURE, 165
 TO0963'FT. FROM RD. AT GATE.
 TO0963'
 TO0963'STATION MARK--STANDARD BM TABLET STAMPED ---44 WS 1949 2414---,
 TO0963'CEMENTED IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0352 ***********************************************************************
 ST0352  DESIGNATION -  4447 BUTTE
 ST0352  PID         -  ST0352
 ST0352  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0352  USGS QUAD   -  JOHNSON MOUNTAIN (1962)
 ST0352
 ST0352                         *CURRENT SURVEY CONTROL
 ST0352  ___________________________________________________________________
 ST0352* NAD 83(1986)-  47 14 10.     (N)    112 20 01.     (W)     SCALED    
 ST0352* NAVD 88     -      1357.536  (meters)    4453.85   (feet)  ADJUSTED  
 ST0352  ___________________________________________________________________
 ST0352  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 ST0352  DYNAMIC HT  -        1357.324 (meters)    4453.15  (feet)  COMP
 ST0352  MODELED GRAV-     980,409.0   (mgal)                       NAVD 88
 ST0352
 ST0352  VERT ORDER  -  SECOND    CLASS 0
 ST0352
 ST0352.The horizontal coordinates were scaled from a topographic map and have
 ST0352.an estimated accuracy of +/- 6 seconds.
 ST0352
 ST0352.The orthometric height was determined by differential leveling
 ST0352.and adjusted by the National Geodetic Survey in June 1991..
 ST0352
 ST0352.The geoid height was determined by GEOID03.
 ST0352
 ST0352.The dynamic height is computed by dividing the NAVD 88
 ST0352.geopotential number by the normal gravity value computed on the
 ST0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0352.degrees latitude (g = 980.6199 gals.).
 ST0352
 ST0352.The modeled gravity was interpolated from observed gravity values.
 ST0352
 ST0352;                    North         East    Units  Estimated Accuracy
 ST0352;SPC MT       -   335,690.      385,610.      MT  (+/- 180 meters Scaled)
 ST0352
 ST0352                          SUPERSEDED SURVEY CONTROL
 ST0352
 ST0352  NGVD 29 (??/??/92) 1356.531  (m)         4450.55   (f) ADJ UNCH    2 0
 ST0352
 ST0352.Superseded values are not recommended for survey control.
 ST0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0352.See file dsdata.txt to determine how the superseded data were derived.
 ST0352
 ST0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT990322(NAD 83)
 ST0352_MARKER: P = PIPE CAP
 ST0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0352_STAMPING: 4447 BUTTE 8
 ST0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0352
 ST0352  HISTORY     - Date     Condition        Report By
 ST0352  HISTORY     - UNK      MONUMENTED       USGS
 ST0352  HISTORY     - 1961     GOOD             NGS
 ST0352
 ST0352                          STATION DESCRIPTION
 ST0352
 ST0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0352'13.15 MI SW FROM BOWMANS CORNER.
 ST0352'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0352'HIGHWAY 287 AT BOWMANS CORNER, THENCE 4.45 MILE NORTHWEST ALONG STATE
 ST0352'HIGHWAY 434, 0.05 MILE NORTHWEST OF THE JUNCTION OF A PRIVATE ROAD
 ST0352'LEADING SOUTHWEST, IN LINE WITH A FENCE LINE, 32 FEET SOUTHWEST OF THE
 ST0352'CENTER LINE OF THE ROAD, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 ST0352'WITH THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 ST0352'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0931 ***********************************************************************
 TN0931  DESIGNATION -  4476 VA=SHELDON
 TN0931  PID         -  TN0931
 TN0931  STATE/COUNTY-  MT/LINCOLN
 TN0931  USGS QUAD   -  LIBBY (1983)
 TN0931
 TN0931                         *CURRENT SURVEY CONTROL
 TN0931  ___________________________________________________________________
 TN0931* NAD 83(1992)-  48 26 41.97845(N)    115 31 28.28756(W)     ADJUSTED  
 TN0931* NAVD 88     -      1366.7    (meters)    4484.     (feet)  VERTCON   
 TN0931  ___________________________________________________________________
 TN0931  LAPLACE CORR-           8.80  (seconds)                    DEFLEC99
 TN0931  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TN0931
 TN0931  HORZ ORDER  -  SECOND
 TN0931
 TN0931.The horizontal coordinates were established by classical geodetic methods
 TN0931.and adjusted by the National Geodetic Survey in July 1992..
 TN0931
 TN0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0931
 TN0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0931
 TN0931.The geoid height was determined by GEOID03.
 TN0931
 TN0931;                    North         East     Units Scale Factor Converg.
 TN0931;SPC MT       -   483,285.375   154,867.507   MT  0.99970691   -4 24 25.1
 TN0931;SPC MT       - 1,585,581.94    508,095.50   iFT  0.99970691   -4 24 25.1
 TN0931;UTM  11      - 5,366,812.830   609,112.561   MT  0.99974628   +1 06 15.2
 TN0931
 TN0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0931!SPC MT       -   0.99978837  x   0.99970691  =   0.99949534
 TN0931!UTM  11      -   0.99978837  x   0.99974628  =   0.99953470
 TN0931
 TN0931|---------------------------------------------------------------------|
 TN0931| PID    Reference Object                     Distance      Geod. Az  |
 TN0931|                                                           dddmmss.s |
 TN0931| CH8339 SHELDON RM 1                          6.523 METERS 16252     |
 TN0931| CH8338 SHELDON AZ MK                                      2335843.7 |
 TN0931| CH8340 SHELDON RM 2                          6.387 METERS 29025     |
 TN0931|---------------------------------------------------------------------|
 TN0931
 TN0931                          SUPERSEDED SURVEY CONTROL
 TN0931
 TN0931  NAD 83(1986)-  48 26 41.99141(N)    115 31 28.29224(W) AD(       ) 2
 TN0931  NAD 27      -  48 26 42.16496(N)    115 31 24.68894(W) AD(       ) 2
 TN0931  NGVD 29 (07/19/86) 1365.5    (m)         4480.     (f) VERT ANG       
 TN0931
 TN0931.Superseded values are not recommended for survey control.
 TN0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0931.See file dsdata.txt to determine how the superseded data were derived.
 TN0931
 TN0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0911366813(NAD 83)
 TN0931_MARKER: DD = SURVEY DISK
 TN0931_SETTING: 80 = SET IN A BOULDER
 TN0931_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TN0931
 TN0931  HISTORY     - Date     Condition        Report By
 TN0931  HISTORY     - UNK      MONUMENTED       USGS
 TN0931  HISTORY     - 1959     GOOD             CGS
 TN0931  HISTORY     - 1971     GOOD             USDOT
 TN0931  HISTORY     - 1980     GOOD             BPA
 TN0931
 TN0931                          STATION DESCRIPTION
 TN0931
 TN0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0931'STATION IS ABOUT 11 MILES WEST AND 4 MILES SOUTH OF WARLAND,
 TN0931'4 MILES NORTH AND 1 MILE EAST OF LIBBY, 1-1/2 MILES EAST OF
 TN0931'STATE HIGHWAY 68, THERE IS A HIGHER MOUNTAIN ABOUT 1/4 MILE
 TN0931'NORTH-NORTHEAST OF THE STATION AND ITS NEAR THE REMAINS OF
 TN0931'SHELDON MTN LOOKOUT TOWER.  IT IS IN THE SOUTHEAST 1/4 OF
 TN0931'SECTION 14, T 31 N, R 30 W.
 TN0931'
 TN0931'TO REACH FROM THE POST OFFICE IN LIBBY, GO EAST ON STATE HIGHWAY
 TN0931'37 FOR 0.95 MILE TO A SIDE ROAD LEFT, TURN LEFT, NORTHERLY ON
 TN0931'MACADAM ROAD FOR 2.45 MILES TO A SIDE ROAD RIGHT AT SIGNS
 TN0931'MICKAELS DRAW, 3 END OF ROAD AND AZIMUTH MARK ON THE LEFT, TURN
 TN0931'RIGHT, EASTERLY ON GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD
 TN0931'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A FORK, TAKE
 TN0931'THE LEFT FORK GRADED ROAD FOR 0.05 MILE TO A REVERSE FORK,
 TN0931'CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A CROSSROAD, CONTINUE
 TN0931'STRAIGHT AHEAD FOR 0.45 MILE TO A SIDE ROAD LEFT, CONTINUE
 TN0931'STRAIGHT AHEAD FOR 0.65 MILE TO THE END OF TRUCK TRAVEL AT
 TN0931'SMALL BUILDING AND THE END OF THE ROAD.  FROM HERE PACK
 TN0931'NORTHEASTERLY UP STEEP MOUNTAIN SIDE FOR ABOUT 1/2 HOUR TO THE
 TN0931'SUMMIT OF THE RIDGE, THEN PACK NORTHERLY UP RIDGE FOR ABOUT 1
 TN0931'HOUR TO THE REMAINS OF THE SHELDON MTN LOOKOUT TOWER AND
 TN0931'STATION.
 TN0931'
 TN0931'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 TN0931'4476 VA, CEMENTED IN A DRILL HOLE IN A 4 X 4 FOOT BOULDER
 TN0931'PROJECTING 6 INCHES.  IT IS 23 FEET SOUTH OF THE SOUTHWEST
 TN0931'CORNER OF THE REMAINS OF THE LOOKOUT TOWER.
 TN0931'
 TN0931'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHELDON (USGS)
 TN0931'NO 1 1959, CEMENTED IN A DRILL HOLE IN A 6 X 4 FOOT BOULDER
 TN0931'PROJECTING 1 FOOT.  IT IS 44 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 TN0931'CORNER OF THE REMAINS OF THE LOOKOUT TOWER.
 TN0931'
 TN0931'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHELDON (USGS)
 TN0931'NO 2 1959, CEMENTED IN A DRILL HOLE IN AN 18 X 18 INCH SQUARE
 TN0931'CONCRETE GUY FOUNDATION PROJECTING 3 INCHES.  IT IS 29 FEET
 TN0931'WEST OF THE SOUTHWEST CORNER OF THE REMAINS OF THE LOOKOUT
 TN0931'TOWER.
 TN0931'
 TN0931'AZIMUTH MARK IS A STANDARD DISK, STAMPED SHELDON (USGS) 1959,
 TN0931'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 TN0931'8 INCHES.  IT IS 150 FEET NORTH-NORTHWEST OF THE INTERSECTION
 TN0931'OF THE CENTERLINES OF THE MACADAM ROAD AND A SIDE ROAD LEADING
 TN0931'EAST, 30 FEET WEST OF THE CENTER OF THE MACADAM ROAD AND 21
 TN0931'FEET SOUTHEAST OF A 15 INCH PINE TREE WITH A TRIANGLE BLAZE ON
 TN0931'THE SOUTHEAST SIDE.
 TN0931
 TN0931                          STATION RECOVERY (1971)
 TN0931
 TN0931'RECOVERY NOTE BY US DEPARTMENT OF TRANSPORTATION 1971 (JMK)
 TN0931'SHELDON (USGS) 1959-GOOD
 TN0931'
 TN0931'SHELDON USGS NO 1-NO SEARCH
 TN0931'
 TN0931'SHELDON USGS NO 2-NO SEARCH
 TN0931
 TN0931                          STATION RECOVERY (1980)
 TN0931
 TN0931'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1980
 TN0931'SHELDON 1959.
 TN0931'
 TN0931'DISTANCE AND DIRECTION FROM NEAREST TOWN--LIBBY MONT 3 MILES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0346 ***********************************************************************
 PY0346  DESIGNATION -  45 A 1
 PY0346  PID         -  PY0346
 PY0346  STATE/COUNTY-  MT/MADISON
 PY0346  USGS QUAD   -  EARTHQUAKE LAKE (1988)
 PY0346
 PY0346                         *CURRENT SURVEY CONTROL
 PY0346  ___________________________________________________________________
 PY0346* NAD 83(1986)-  44 49 37.     (N)    111 27 26.     (W)     SCALED    
 PY0346* NAVD 88     -      1887.777  (meters)    6193.48   (feet)  POSTED    
 PY0346  ___________________________________________________________________
 PY0346  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 PY0346  DYNAMIC HT  -        1886.780 (meters)    6190.21  (feet)  COMP
 PY0346  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 PY0346
 PY0346  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0346
 PY0346.The horizontal coordinates were scaled from a topographic map and have
 PY0346.an estimated accuracy of +/- 6 seconds.
 PY0346
 PY0346.The orthometric height was determined by differential leveling
 PY0346.and adjusted by the National Geodetic Survey in 1992..
 PY0346.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0346.rate of 0.0 thru 1.0 mm/km.
 PY0346
 PY0346.The geoid height was determined by GEOID03.
 PY0346
 PY0346.The dynamic height is computed by dividing the NAVD 88
 PY0346.geopotential number by the normal gravity value computed on the
 PY0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0346.degrees latitude (g = 980.6199 gals.).
 PY0346
 PY0346.The modeled gravity was interpolated from observed gravity values.
 PY0346
 PY0346;                    North         East    Units  Estimated Accuracy
 PY0346;SPC MT       -    66,070.      445,220.      MT  (+/- 180 meters Scaled)
 PY0346
 PY0346                          SUPERSEDED SURVEY CONTROL
 PY0346
 PY0346  NGVD 29 (??/??/92) 1886.243  (m)         6188.45   (f) ADJ UNCH    1 2
 PY0346
 PY0346.Superseded values are not recommended for survey control.
 PY0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0346.See file dsdata.txt to determine how the superseded data were derived.
 PY0346
 PY0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ638638(NAD 83)
 PY0346_MARKER: DD = SURVEY DISK
 PY0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0346_STAMPING: 45 A 1 32 6195.0
 PY0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0346+STABILITY: SURFACE MOTION
 PY0346
 PY0346  HISTORY     - Date     Condition        Report By
 PY0346  HISTORY     - UNK      MONUMENTED       BPR
 PY0346  HISTORY     - 1959     GOOD             NGS
 PY0346  HISTORY     - 19850601 MARK NOT FOUND   USGS
 PY0346  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0346
 PY0346                          STATION DESCRIPTION
 PY0346
 PY0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0346'32.75 MI SE FROM CAMERON.
 PY0346'ABOUT 32.75 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST
 PY0346'OFFICE AND STORE AT CAMERON, IN SECTION 34, R 2 E, T 11 S, 29 FEET
 PY0346'NORTH OF THE CENTER LINE OF THE HIGHWAY, AT THE GALLATIN NATIONAL
 PY0346'FOREST BOUNDARY, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 PY0346'CONCRETE POST PROJECTING 6 INCHES.
 PY0346
 PY0346                          STATION RECOVERY (1985)
 PY0346
 PY0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (EGE)
 PY0346'MARK NOT FOUND.
 PY0346
 PY0346                          STATION RECOVERY (1987)
 PY0346
 PY0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0338 ***********************************************************************
 PY0338  DESIGNATION -  45 B 23
 PY0338  PID         -  PY0338
 PY0338  STATE/COUNTY-  MT/GALLATIN
 PY0338  USGS QUAD   -  HEBGEN DAM (1988)
 PY0338
 PY0338                         *CURRENT SURVEY CONTROL
 PY0338  ___________________________________________________________________
 PY0338* NAD 83(1986)-  44 51 44.     (N)    111 22 04.     (W)     SCALED    
 PY0338* NAVD 88     -      1967.470  (meters)    6454.94   (feet)  POSTED    
 PY0338  ___________________________________________________________________
 PY0338  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0338  DYNAMIC HT  -        1966.430 (meters)    6451.53  (feet)  COMP
 PY0338  MODELED GRAV-     980,017.4   (mgal)                       NAVD 88
 PY0338
 PY0338  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0338
 PY0338.The horizontal coordinates were scaled from a topographic map and have
 PY0338.an estimated accuracy of +/- 6 seconds.
 PY0338
 PY0338.The orthometric height was determined by differential leveling
 PY0338.and adjusted by the National Geodetic Survey in 1992..
 PY0338.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0338.rate of 0.0 thru 1.0 mm/km.
 PY0338
 PY0338.The geoid height was determined by GEOID03.
 PY0338
 PY0338.The dynamic height is computed by dividing the NAVD 88
 PY0338.geopotential number by the normal gravity value computed on the
 PY0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0338.degrees latitude (g = 980.6199 gals.).
 PY0338
 PY0338.The modeled gravity was interpolated from observed gravity values.
 PY0338
 PY0338;                    North         East    Units  Estimated Accuracy
 PY0338;SPC MT       -    69,810.      452,380.      MT  (+/- 180 meters Scaled)
 PY0338
 PY0338                          SUPERSEDED SURVEY CONTROL
 PY0338
 PY0338  NGVD 29 (??/??/92) 1965.94   (m)         6449.9    (f) COMPUTED    1 2
 PY0338
 PY0338.Superseded values are not recommended for survey control.
 PY0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0338.See file dsdata.txt to determine how the superseded data were derived.
 PY0338
 PY0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ709677(NAD 83)
 PY0338_MARKER: DD = SURVEY DISK
 PY0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0338_SP_SET: BRIDGE CURB
 PY0338_STAMPING: 45 B 23 32 6458.0
 PY0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0338
 PY0338  HISTORY     - Date     Condition        Report By
 PY0338  HISTORY     - UNK      MONUMENTED       BPR
 PY0338  HISTORY     - 1959     GOOD             NGS
 PY0338
 PY0338                          STATION DESCRIPTION
 PY0338
 PY0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0338'2.1 MI W FROM HEBGEN DAM.
 PY0338'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0338'SECTION 21, R 3 E, T 11 S, 12 FEET SOUTH OF THE CENTER LINE OF THE
 PY0338'HIGHWAY, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE CURB OF THE
 PY0338'BRIDGE OVER BEAVER CREEK, ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 PY0338'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0339 ***********************************************************************
 PY0339  DESIGNATION -  45 B 23 RESET
 PY0339  PID         -  PY0339
 PY0339  STATE/COUNTY-  MT/GALLATIN
 PY0339  USGS QUAD   -  HEBGEN DAM (1988)
 PY0339
 PY0339                         *CURRENT SURVEY CONTROL
 PY0339  ___________________________________________________________________
 PY0339* NAD 83(1986)-  44 51 44.     (N)    111 22 04.     (W)     SCALED    
 PY0339* NAVD 88     -      1970.201  (meters)    6463.90   (feet)  ADJUSTED  
 PY0339  ___________________________________________________________________
 PY0339  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0339  DYNAMIC HT  -        1969.158 (meters)    6460.48  (feet)  COMP
 PY0339  MODELED GRAV-     980,017.4   (mgal)                       NAVD 88
 PY0339
 PY0339  VERT ORDER  -  FIRST     CLASS II
 PY0339
 PY0339.The horizontal coordinates were scaled from a topographic map and have
 PY0339.an estimated accuracy of +/- 6 seconds.
 PY0339
 PY0339.The orthometric height was determined by differential leveling
 PY0339.and adjusted by the National Geodetic Survey in June 1991..
 PY0339
 PY0339.The geoid height was determined by GEOID03.
 PY0339
 PY0339.The dynamic height is computed by dividing the NAVD 88
 PY0339.geopotential number by the normal gravity value computed on the
 PY0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0339.degrees latitude (g = 980.6199 gals.).
 PY0339
 PY0339.The modeled gravity was interpolated from observed gravity values.
 PY0339
 PY0339;                    North         East    Units  Estimated Accuracy
 PY0339;SPC MT       -    69,810.      452,380.      MT  (+/- 180 meters Scaled)
 PY0339
 PY0339                          SUPERSEDED SURVEY CONTROL
 PY0339
 PY0339  NGVD 29 (08/20/92) 1968.976  (m)         6459.88   (f) ADJUSTED    1 2
 PY0339
 PY0339.Superseded values are not recommended for survey control.
 PY0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0339.See file dsdata.txt to determine how the superseded data were derived.
 PY0339
 PY0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ709677(NAD 83)
 PY0339_MARKER: DD = SURVEY DISK
 PY0339_SETTING: 80 = SET IN A BOULDER
 PY0339_SP_SET: BOULDER
 PY0339_STAMPING: 45 B 23 BPR RESET 1964
 PY0339_MARK LOGO: CGS   
 PY0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0339+STABILITY: SURFACE MOTION
 PY0339
 PY0339  HISTORY     - Date     Condition        Report By
 PY0339  HISTORY     - 1964     MONUMENTED       CGS
 PY0339  HISTORY     - 1987     GOOD             NGS
 PY0339
 PY0339                          STATION DESCRIPTION
 PY0339
 PY0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0339'23.7 MI NW FROM WEST YELLOWSTONE.
 PY0339'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0339'CANYON STREET (JUST WEST OF THE YELLOWSTONE POST OFFICE) IN WEST
 PY0339'WELLOWSTONE, THENCE 15.3 MILES NORTHWEST ALONG SECONDARY 499, JUST
 PY0339'BEFORE CROSSING THE BRIDGE OVER BEAVER CREEK, 100 FEET SOUTHEAST OF
 PY0339'THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET EAST OF A METAL WITNESS
 PY0339'POST, SET IN A 5 BY 5 FOOT BOULDER WITH THE LETTERS BM PAINTED ON THE
 PY0339'WEST FACE OF THE BOULDER AND THE BOULDER IS IN THE SOUTHEAST BANK OF
 PY0339'THE OLD ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PY0339
 PY0339                          STATION RECOVERY (1987)
 PY0339
 PY0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0339'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  37.5 KM (23.30
 PY0339'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0339'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0334 ***********************************************************************
 PY0334  DESIGNATION -  45 C 28
 PY0334  PID         -  PY0334
 PY0334  STATE/COUNTY-  MT/GALLATIN
 PY0334  USGS QUAD   -  HEBGEN DAM (1988)
 PY0334
 PY0334                         *CURRENT SURVEY CONTROL
 PY0334  ___________________________________________________________________
 PY0334* NAD 83(1986)-  44 52 15.     (N)    111 20 36.     (W)     SCALED    
 PY0334* NAVD 88     -      1973.315  (meters)    6474.12   (feet)  POSTED    
 PY0334  ___________________________________________________________________
 PY0334  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0334  DYNAMIC HT  -        1972.270 (meters)    6470.69  (feet)  COMP
 PY0334  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 PY0334
 PY0334  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0334
 PY0334.The horizontal coordinates were scaled from a topographic map and have
 PY0334.an estimated accuracy of +/- 6 seconds.
 PY0334
 PY0334.The orthometric height was determined by differential leveling
 PY0334.and adjusted by the National Geodetic Survey in 1992..
 PY0334.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0334.rate of 0.0 thru 1.0 mm/km.
 PY0334
 PY0334.The geoid height was determined by GEOID03.
 PY0334
 PY0334.The dynamic height is computed by dividing the NAVD 88
 PY0334.geopotential number by the normal gravity value computed on the
 PY0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0334.degrees latitude (g = 980.6199 gals.).
 PY0334
 PY0334.The modeled gravity was interpolated from observed gravity values.
 PY0334
 PY0334;                    North         East    Units  Estimated Accuracy
 PY0334;SPC MT       -    70,720.      454,340.      MT  (+/- 180 meters Scaled)
 PY0334
 PY0334                          SUPERSEDED SURVEY CONTROL
 PY0334
 PY0334  NGVD 29 (??/??/92) 1971.78   (m)         6469.1    (f) COMPUTED    1 2
 PY0334
 PY0334.Superseded values are not recommended for survey control.
 PY0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0334.See file dsdata.txt to determine how the superseded data were derived.
 PY0334
 PY0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ728686(NAD 83)
 PY0334_MARKER: DD = SURVEY DISK
 PY0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0334_SP_SET: BRIDGE
 PY0334_STAMPING: 45 C 28 32 6477.1
 PY0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0334
 PY0334  HISTORY     - Date     Condition        Report By
 PY0334  HISTORY     - UNK      MONUMENTED       BPR
 PY0334  HISTORY     - 1959     GOOD             NGS
 PY0334
 PY0334                          STATION DESCRIPTION
 PY0334
 PY0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0334'0.7 MI NW FROM HEBGEN DAM.
 PY0334'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0334'SECTION 15, R 3 E, T 11 S, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PY0334'HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 PY0334'GUARD RAIL OF THE CONCRETE BRIDGE OVER CABIN CREEK, AND ABOUT 6 INCHES
 PY0334'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0335 ***********************************************************************
 PY0335  DESIGNATION -  45 C 28 RESET
 PY0335  PID         -  PY0335
 PY0335  STATE/COUNTY-  MT/GALLATIN
 PY0335  USGS QUAD   -  HEBGEN DAM (1988)
 PY0335
 PY0335                         *CURRENT SURVEY CONTROL
 PY0335  ___________________________________________________________________
 PY0335* NAD 83(1986)-  44 52 16.     (N)    111 20 37.     (W)     SCALED    
 PY0335* NAVD 88     -      1973.727  (meters)    6475.47   (feet)  ADJUSTED  
 PY0335  ___________________________________________________________________
 PY0335  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0335  DYNAMIC HT  -        1972.676 (meters)    6472.02  (feet)  COMP
 PY0335  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 PY0335
 PY0335  VERT ORDER  -  FIRST     CLASS II
 PY0335
 PY0335.The horizontal coordinates were scaled from a topographic map and have
 PY0335.an estimated accuracy of +/- 6 seconds.
 PY0335
 PY0335.The orthometric height was determined by differential leveling
 PY0335.and adjusted by the National Geodetic Survey in June 1991..
 PY0335
 PY0335.The geoid height was determined by GEOID03.
 PY0335
 PY0335.The dynamic height is computed by dividing the NAVD 88
 PY0335.geopotential number by the normal gravity value computed on the
 PY0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0335.degrees latitude (g = 980.6199 gals.).
 PY0335
 PY0335.The modeled gravity was interpolated from observed gravity values.
 PY0335
 PY0335;                    North         East    Units  Estimated Accuracy
 PY0335;SPC MT       -    70,760.      454,310.      MT  (+/- 180 meters Scaled)
 PY0335
 PY0335                          SUPERSEDED SURVEY CONTROL
 PY0335
 PY0335  NGVD 29 (08/20/92) 1972.495  (m)         6471.43   (f) ADJUSTED    1 2
 PY0335
 PY0335.Superseded values are not recommended for survey control.
 PY0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0335.See file dsdata.txt to determine how the superseded data were derived.
 PY0335
 PY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ728686(NAD 83)
 PY0335_MARKER: DD = SURVEY DISK
 PY0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0335_SP_SET: CONCRETE POST
 PY0335_STAMPING: 45 D 28 BPR RESET 1964
 PY0335_MARK LOGO: CGS   
 PY0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0335+STABILITY: SURFACE MOTION
 PY0335
 PY0335  HISTORY     - Date     Condition        Report By
 PY0335  HISTORY     - 1964     MONUMENTED       CGS
 PY0335  HISTORY     - 1987     GOOD             NGS
 PY0335
 PY0335                          STATION DESCRIPTION
 PY0335
 PY0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0335'22.3 MI NW FROM WEST YELLOWSTONE.
 PY0335'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0335'CANYON STREET (JUST WEST OF THE WEST YELLOWSTONE POST OFFICE), THENCE
 PY0335'13.9 MILES NORTHWEST ALONG SECONDARY 499, AT A SMALL PICNIC AREA JUST
 PY0335'AFTER CROSSING BRIDGE OVER CABIN CREEK, 115 FEET NORTH OF THE CENTER
 PY0335'LINE OF THE HIGHWAY, 33 FEET SOUTHWEST OF A MACADAM FOOT PATH, 19 FEET
 PY0335'NORTHWEST OF A OLD TRACK ROAD, 1.5 FEET EAST OF A METAL WITNESS POST
 PY0335'AND SET IN A 1 1/2 BY 3 FOOT BOULDER THAT PROJECTS ABOUT 6 INCHES
 PY0335'ABOVE THE GROUND.
 PY0335
 PY0335                          STATION RECOVERY (1987)
 PY0335
 PY0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0335'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.3 KM (21.95
 PY0335'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0335'HIGHWAY 20 IN WEST YELLOWSTONE.  NOTE--THE ORIGINAL DESCRIPTION
 PY0335'STATES THE DISK IS STAMPED 45 C 28 BPR RESET 1964 BUT IS STAMPED AS
 PY0335'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0330 ***********************************************************************
 PY0330  DESIGNATION -  45 C 36
 PY0330  PID         -  PY0330
 PY0330  STATE/COUNTY-  MT/GALLATIN
 PY0330  USGS QUAD   -  HEBGEN DAM (1988)
 PY0330
 PY0330                         *CURRENT SURVEY CONTROL
 PY0330  ___________________________________________________________________
 PY0330* NAD 83(1986)-  44 52 04.     (N)    111 20 15.     (W)     SCALED    
 PY0330* NAVD 88     -      1985.040  (meters)    6512.59   (feet)  POSTED    
 PY0330  ___________________________________________________________________
 PY0330  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0330  DYNAMIC HT  -        1983.970 (meters)    6509.07  (feet)  COMP
 PY0330  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 PY0330
 PY0330  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0330
 PY0330.The horizontal coordinates were scaled from a topographic map and have
 PY0330.an estimated accuracy of +/- 6 seconds.
 PY0330
 PY0330.The orthometric height was determined by differential leveling
 PY0330.and adjusted by the National Geodetic Survey in 1992..
 PY0330.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0330.rate of 0.0 thru 1.0 mm/km.
 PY0330
 PY0330.The geoid height was determined by GEOID03.
 PY0330
 PY0330.The dynamic height is computed by dividing the NAVD 88
 PY0330.geopotential number by the normal gravity value computed on the
 PY0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0330.degrees latitude (g = 980.6199 gals.).
 PY0330
 PY0330.The modeled gravity was interpolated from observed gravity values.
 PY0330
 PY0330;                    North         East    Units  Estimated Accuracy
 PY0330;SPC MT       -    70,370.      454,790.      MT  (+/- 180 meters Scaled)
 PY0330
 PY0330                          SUPERSEDED SURVEY CONTROL
 PY0330
 PY0330  NGVD 29 (??/??/92) 1983.50   (m)         6507.5    (f) COMPUTED    1 2
 PY0330
 PY0330.Superseded values are not recommended for survey control.
 PY0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0330.See file dsdata.txt to determine how the superseded data were derived.
 PY0330
 PY0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ733683(NAD 83)
 PY0330_MARKER: DD = SURVEY DISK
 PY0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0330_STAMPING: 36
 PY0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0330+STABILITY: SURFACE MOTION
 PY0330
 PY0330  HISTORY     - Date     Condition        Report By
 PY0330  HISTORY     - UNK      MONUMENTED       BPR
 PY0330  HISTORY     - 1959     GOOD             NGS
 PY0330
 PY0330                          STATION DESCRIPTION
 PY0330
 PY0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0330'0.2 MI NW FROM HEBGEN DAM.
 PY0330'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0330'SECTION 22, R 3 E, T 11 S, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PY0330'HIGHWAY, 1.4 FEET NORTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF
 PY0330'A CONCRETE POST PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0331 ***********************************************************************
 PY0331  DESIGNATION -  45 C 36 RESET
 PY0331  PID         -  PY0331
 PY0331  STATE/COUNTY-  MT/GALLATIN
 PY0331  USGS QUAD   -  HEBGEN DAM (1988)
 PY0331
 PY0331                         *CURRENT SURVEY CONTROL
 PY0331  ___________________________________________________________________
 PY0331* NAD 83(1986)-  44 52 05.     (N)    111 20 18.     (W)     SCALED    
 PY0331* NAVD 88     -      1987.351  (meters)    6520.17   (feet)  ADJUSTED  
 PY0331  ___________________________________________________________________
 PY0331  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0331  DYNAMIC HT  -        1986.284 (meters)    6516.67  (feet)  COMP
 PY0331  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 PY0331
 PY0331  VERT ORDER  -  FIRST     CLASS II
 PY0331
 PY0331.The horizontal coordinates were scaled from a topographic map and have
 PY0331.an estimated accuracy of +/- 6 seconds.
 PY0331
 PY0331.The orthometric height was determined by differential leveling
 PY0331.and adjusted by the National Geodetic Survey in June 1991..
 PY0331
 PY0331.The geoid height was determined by GEOID03.
 PY0331
 PY0331.The dynamic height is computed by dividing the NAVD 88
 PY0331.geopotential number by the normal gravity value computed on the
 PY0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0331.degrees latitude (g = 980.6199 gals.).
 PY0331
 PY0331.The modeled gravity was interpolated from observed gravity values.
 PY0331
 PY0331;                    North         East    Units  Estimated Accuracy
 PY0331;SPC MT       -    70,410.      454,720.      MT  (+/- 180 meters Scaled)
 PY0331
 PY0331                          SUPERSEDED SURVEY CONTROL
 PY0331
 PY0331  NGVD 29 (08/20/92) 1986.112  (m)         6516.10   (f) ADJUSTED    1 2
 PY0331
 PY0331.Superseded values are not recommended for survey control.
 PY0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0331.See file dsdata.txt to determine how the superseded data were derived.
 PY0331
 PY0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ732683(NAD 83)
 PY0331_MARKER: DB = BENCH MARK DISK
 PY0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0331_SP_SET: CONCRETE POST
 PY0331_STAMPING: 45 D 36 BPR RESET 1964
 PY0331_MARK LOGO: CGS   
 PY0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0331+STABILITY: SURFACE MOTION
 PY0331
 PY0331  HISTORY     - Date     Condition        Report By
 PY0331  HISTORY     - 1964     MONUMENTED       CGS
 PY0331  HISTORY     - 1987     GOOD             NGS
 PY0331
 PY0331                          STATION DESCRIPTION
 PY0331
 PY0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0331'21.75 MI NW FROM WEST YELLOWSTONE.
 PY0331'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0331'CANYON STREET (WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0331'OFFICE), THENCE 13.2 MILES NORTHWEST ALONG SECONDARY 499 TO THE HEBGEN
 PY0331'DAM, THENCE 0.15 MILES NORTHWEST ALONG SECONDARY 499, 60 FEET
 PY0331'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET WEST OF A POWER
 PY0331'POLE WITH A BRACE, 1/2 FOOT EAST OF A METAL WITNESS POST, SET IN THE
 PY0331'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 2 FEET ABOVE THE
 PY0331'LEVEL OF THE HIGHWAY.
 PY0331
 PY0331                          STATION RECOVERY (1987)
 PY0331
 PY0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0331'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  34.3 KM (21.30
 PY0331'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0331'HIGHWAY 20 IN WEST YELLOWSTONE.  NOTE--THE ORIGINAL DESCRIPTION
 PY0331'STATES THAT THE DISK IS STAMPED 45 C 36 BPR RESET 1964, BUT IS
 PY0331'STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0327 ***********************************************************************
 PY0327  DESIGNATION -  45 C 41
 PY0327  PID         -  PY0327
 PY0327  STATE/COUNTY-  MT/GALLATIN
 PY0327  USGS QUAD   -  HEBGEN DAM (1988)
 PY0327
 PY0327                         *CURRENT SURVEY CONTROL
 PY0327  ___________________________________________________________________
 PY0327* NAD 83(1986)-  44 51 54.     (N)    111 20 01.     (W)     SCALED    
 PY0327* NAVD 88     -      2001.116  (meters)    6565.33   (feet)  POSTED    
 PY0327  ___________________________________________________________________
 PY0327  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0327  DYNAMIC HT  -        2000.030 (meters)    6561.77  (feet)  COMP
 PY0327  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 PY0327
 PY0327  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0327
 PY0327.The horizontal coordinates were scaled from a topographic map and have
 PY0327.an estimated accuracy of +/- 6 seconds.
 PY0327
 PY0327.The orthometric height was determined by differential leveling
 PY0327.and adjusted by the National Geodetic Survey in 1992..
 PY0327.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0327.rate of 0.0 thru 1.0 mm/km.
 PY0327
 PY0327.The geoid height was determined by GEOID03.
 PY0327
 PY0327.The dynamic height is computed by dividing the NAVD 88
 PY0327.geopotential number by the normal gravity value computed on the
 PY0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0327.degrees latitude (g = 980.6199 gals.).
 PY0327
 PY0327.The modeled gravity was interpolated from observed gravity values.
 PY0327
 PY0327;                    North         East    Units  Estimated Accuracy
 PY0327;SPC MT       -    70,060.      455,090.      MT  (+/- 180 meters Scaled)
 PY0327
 PY0327                          SUPERSEDED SURVEY CONTROL
 PY0327
 PY0327  NGVD 29 (??/??/92) 1999.570  (m)         6560.26   (f) ADJ UNCH    1 2
 PY0327
 PY0327.Superseded values are not recommended for survey control.
 PY0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0327.See file dsdata.txt to determine how the superseded data were derived.
 PY0327
 PY0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ736680(NAD 83)
 PY0327_MARKER: DD = SURVEY DISK
 PY0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0327_STAMPING: 45 C 41 32 6569.6
 PY0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0327+STABILITY: SURFACE MOTION
 PY0327
 PY0327  HISTORY     - Date     Condition        Report By
 PY0327  HISTORY     - UNK      MONUMENTED       BPR
 PY0327  HISTORY     - 1959     GOOD             NGS
 PY0327  HISTORY     - 19850601 MARK NOT FOUND   USGS
 PY0327
 PY0327                          STATION DESCRIPTION
 PY0327
 PY0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0327'IN HEBGEN DAM.
 PY0327'AT HEBGEN DAM, IN SECTION 23, R 3 E, T 11 S, 40 FEET NORTH OF THE
 PY0327'CENTER LINE OF THE HIGHWAY, ABOUT 100 YARDS EAST OF THE NORTHEAST END
 PY0327'OF THE DAM, 26 FEET NORTH OF THE NORTH HEAD WALL OF A 16-INCH TUBULAR
 PY0327'CULVERT, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 PY0327'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 PY0327'6 INCHES.
 PY0327
 PY0327                          STATION RECOVERY (1985)
 PY0327
 PY0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (EGE)
 PY0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0328 ***********************************************************************
 PY0328  DESIGNATION -  45 C 42
 PY0328  PID         -  PY0328
 PY0328  STATE/COUNTY-  MT/GALLATIN
 PY0328  USGS QUAD   -  HEBGEN DAM (1988)
 PY0328
 PY0328                         *CURRENT SURVEY CONTROL
 PY0328  ___________________________________________________________________
 PY0328* NAD 83(1986)-  44 51 52.     (N)    111 20 02.     (W)     SCALED    
 PY0328* NAVD 88     -      1995.993  (meters)    6548.52   (feet)  POSTED    
 PY0328  ___________________________________________________________________
 PY0328  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0328  DYNAMIC HT  -        1994.910 (meters)    6544.97  (feet)  COMP
 PY0328  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 PY0328
 PY0328  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0328
 PY0328.The horizontal coordinates were scaled from a topographic map and have
 PY0328.an estimated accuracy of +/- 6 seconds.
 PY0328
 PY0328.The orthometric height was determined by differential leveling
 PY0328.and adjusted by the National Geodetic Survey in 1992..
 PY0328.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0328.rate of 0.0 thru 1.0 mm/km.
 PY0328
 PY0328.The geoid height was determined by GEOID03.
 PY0328
 PY0328.The dynamic height is computed by dividing the NAVD 88
 PY0328.geopotential number by the normal gravity value computed on the
 PY0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0328.degrees latitude (g = 980.6199 gals.).
 PY0328
 PY0328.The modeled gravity was interpolated from observed gravity values.
 PY0328
 PY0328;                    North         East    Units  Estimated Accuracy
 PY0328;SPC MT       -    70,000.      455,060.      MT  (+/- 180 meters Scaled)
 PY0328
 PY0328                          SUPERSEDED SURVEY CONTROL
 PY0328
 PY0328  NGVD 29 (??/??/92) 1994.449  (m)         6543.45   (f) ADJ UNCH    1 2
 PY0328
 PY0328.Superseded values are not recommended for survey control.
 PY0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0328.See file dsdata.txt to determine how the superseded data were derived.
 PY0328
 PY0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ736679(NAD 83)
 PY0328_MARKER: DD = SURVEY DISK
 PY0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0328_STAMPING: 42
 PY0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0328+STABILITY: SURFACE MOTION
 PY0328
 PY0328  HISTORY     - Date     Condition        Report By
 PY0328  HISTORY     - UNK      MONUMENTED       BPR
 PY0328  HISTORY     - 1959     POOR             NGS
 PY0328  HISTORY     - 19850601 MARK NOT FOUND   USGS
 PY0328  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0328
 PY0328                          STATION DESCRIPTION
 PY0328
 PY0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0328'IN HEBGEN DAM.
 PY0328'AT HEBGEN DAM, IN SECTION 23, R 3 E, T 11 S, 40 FEET SOUTH OF THE
 PY0328'CENTER LINE OF THE HIGHWAY, ABOUT 75 YARDS EAST OF THE NORTHEAST END
 PY0328'OF THE DAM, 6 FEET NORTH OF A FENCE, ABOUT 10 FEET BELOW THE LEVEL OF
 PY0328'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PY0328'NOTE-- THIS MARK IS IN THE CENTER OF AN 8-INCH FISSURE WHICH WAS
 PY0328'CAUSED BY THE EARTHQUAKE, ABOUT 3 1/2 FEET OF THE WEST SIDE OF THE
 PY0328'POST IS VISIBLE, AND THE POST IS LOOSE IN THE GROUND.
 PY0328
 PY0328                          STATION RECOVERY (1985)
 PY0328
 PY0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (EGE)
 PY0328'MARK NOT FOUND.
 PY0328
 PY0328                          STATION RECOVERY (1987)
 PY0328
 PY0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0328'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0295 ***********************************************************************
 PY0295  DESIGNATION -  45 D 100 STA 1125+75
 PY0295  PID         -  PY0295
 PY0295  STATE/COUNTY-  MT/GALLATIN
 PY0295  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0295
 PY0295                         *CURRENT SURVEY CONTROL
 PY0295  ___________________________________________________________________
 PY0295* NAD 83(1986)-  44 47 45.     (N)    111 09 09.     (W)     SCALED    
 PY0295* NAVD 88     -      2001.466  (meters)    6566.48   (feet)  POSTED    
 PY0295  ___________________________________________________________________
 PY0295  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0295  DYNAMIC HT  -        2000.370 (meters)    6562.88  (feet)  COMP
 PY0295  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 PY0295
 PY0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0295
 PY0295.The horizontal coordinates were scaled from a topographic map and have
 PY0295.an estimated accuracy of +/- 6 seconds.
 PY0295
 PY0295.The orthometric height was determined by differential leveling
 PY0295.and adjusted by the National Geodetic Survey in 1992..
 PY0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0295.rate of 0.0 thru 1.0 mm/km.
 PY0295
 PY0295.The geoid height was determined by GEOID03.
 PY0295
 PY0295.The dynamic height is computed by dividing the NAVD 88
 PY0295.geopotential number by the normal gravity value computed on the
 PY0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0295.degrees latitude (g = 980.6199 gals.).
 PY0295
 PY0295.The modeled gravity was interpolated from observed gravity values.
 PY0295
 PY0295;                    North         East    Units  Estimated Accuracy
 PY0295;SPC MT       -    62,050.      469,240.      MT  (+/- 180 meters Scaled)
 PY0295
 PY0295                          SUPERSEDED SURVEY CONTROL
 PY0295
 PY0295  NGVD 29 (??/??/92) 1999.900  (m)         6561.34   (f) ADJ UNCH    1 2
 PY0295
 PY0295.Superseded values are not recommended for survey control.
 PY0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0295.See file dsdata.txt to determine how the superseded data were derived.
 PY0295
 PY0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ879602(NAD 83)
 PY0295_MARKER: DD = SURVEY DISK
 PY0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0295_SP_SET: BRIDGE CURB
 PY0295_STAMPING: 45 D 100 33 1125+75 6576.13
 PY0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0295
 PY0295  HISTORY     - Date     Condition        Report By
 PY0295  HISTORY     - UNK      MONUMENTED       BPR
 PY0295  HISTORY     - 1959     GOOD             NGS
 PY0295  HISTORY     - 1980     MARK NOT FOUND   USGS
 PY0295  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0295
 PY0295                          STATION DESCRIPTION
 PY0295
 PY0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0295'10.65 MI N FROM WEST YELLOWSTONE.
 PY0295'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0295'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 2.15 MILES WEST
 PY0295'ALONG STATE HIGHWAY 287, IN SECTION 17, R 5 E, T 12 S, 13 FEET SOUTH
 PY0295'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST END OF THE
 PY0295'SOUTH CURB OF THE GUARD RAIL OF THE CONCRETE BRIDGE OVER GRAYLING
 PY0295'CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PY0295
 PY0295                          STATION RECOVERY (1980)
 PY0295
 PY0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0295'MARK NOT FOUND.
 PY0295
 PY0295                          STATION RECOVERY (1987)
 PY0295
 PY0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0295'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0289 ***********************************************************************
 PY0289  DESIGNATION -  45 D 101
 PY0289  PID         -  PY0289
 PY0289  STATE/COUNTY-  MT/GALLATIN
 PY0289  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0289
 PY0289                         *CURRENT SURVEY CONTROL
 PY0289  ___________________________________________________________________
 PY0289* NAD 83(1986)-  44 47 35.     (N)    111 08 38.     (W)     SCALED    
 PY0289* NAVD 88     -      2005.336  (meters)    6579.17   (feet)  POSTED    
 PY0289  ___________________________________________________________________
 PY0289  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0289  DYNAMIC HT  -        2004.230 (meters)    6575.54  (feet)  COMP
 PY0289  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 PY0289
 PY0289  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0289
 PY0289.The horizontal coordinates were scaled from a topographic map and have
 PY0289.an estimated accuracy of +/- 6 seconds.
 PY0289
 PY0289.The orthometric height was determined by differential leveling
 PY0289.and adjusted by the National Geodetic Survey in 1992..
 PY0289.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0289.rate of 0.0 thru 1.0 mm/km.
 PY0289
 PY0289.The geoid height was determined by GEOID03.
 PY0289
 PY0289.The dynamic height is computed by dividing the NAVD 88
 PY0289.geopotential number by the normal gravity value computed on the
 PY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0289.degrees latitude (g = 980.6199 gals.).
 PY0289
 PY0289.The modeled gravity was interpolated from observed gravity values.
 PY0289
 PY0289;                    North         East    Units  Estimated Accuracy
 PY0289;SPC MT       -    61,730.      469,910.      MT  (+/- 180 meters Scaled)
 PY0289
 PY0289                          SUPERSEDED SURVEY CONTROL
 PY0289
 PY0289  NGVD 29 (??/??/92) 2003.77   (m)         6574.0    (f) COMPUTED    1 2
 PY0289
 PY0289.Superseded values are not recommended for survey control.
 PY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0289.See file dsdata.txt to determine how the superseded data were derived.
 PY0289
 PY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ886599(NAD 83)
 PY0289_MARKER: DD = SURVEY DISK
 PY0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0289_STAMPING: 45 D 101 33 1154+00 6584.72
 PY0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0289+STABILITY: SURFACE MOTION
 PY0289
 PY0289  HISTORY     - Date     Condition        Report By
 PY0289  HISTORY     - UNK      MONUMENTED       BPR
 PY0289  HISTORY     - 1959     GOOD             NGS
 PY0289  HISTORY     - 1980     GOOD             USGS
 PY0289
 PY0289                          STATION DESCRIPTION
 PY0289
 PY0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0289'10.15 MI N FROM WEST YELLOWSTONE.
 PY0289'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0289'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 1.65 MILES WEST
 PY0289'ALONG STATE HIGHWAY 287, IN SECTION 17, R 5 E, T 12 S, 40 FEET NORTH
 PY0289'OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH THE FENCE, 1.4 FEET
 PY0289'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PY0289'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PY0289
 PY0289                          STATION RECOVERY (1980)
 PY0289
 PY0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0289'ABOUT 8.5 MILES NORTH OF WEST YELLOWSTONE, MONTANA TO THE JUNCTION OF
 PY0289'US HIGHWAYS 191 AND 287, THENCE ABOUT 1.7 MILES NORTHWEST ALONG US
 PY0289'HIGHWAY 287, 135 FEET SOUTHEAST OF A POWER POLE AT THE JUNCTION OF
 PY0289'THE MAIN LINE AND A BRANCH LINE, 67 FEET NORTH OF THE CCENTER LINE OF
 PY0289'THE HIGHWAY, 12 FEET NORTH OF AN EAST-WEST FENCE LINE AND SET IN THE
 PY0289'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0290 ***********************************************************************
 PY0290  DESIGNATION -  45 D 101 STA 1154+00 RST
 PY0290  PID         -  PY0290
 PY0290  STATE/COUNTY-  MT/GALLATIN
 PY0290  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0290
 PY0290                         *CURRENT SURVEY CONTROL
 PY0290  ___________________________________________________________________
 PY0290* NAD 83(1986)-  44 47 41.     (N)    111 08 38.     (W)     SCALED    
 PY0290* NAVD 88     -      2005.307  (meters)    6579.08   (feet)  ADJUSTED  
 PY0290  ___________________________________________________________________
 PY0290  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PY0290  DYNAMIC HT  -        2004.204 (meters)    6575.46  (feet)  COMP
 PY0290  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 PY0290
 PY0290  VERT ORDER  -  FIRST     CLASS II
 PY0290
 PY0290.The horizontal coordinates were scaled from a topographic map and have
 PY0290.an estimated accuracy of +/- 6 seconds.
 PY0290
 PY0290.The orthometric height was determined by differential leveling
 PY0290.and adjusted by the National Geodetic Survey in June 1991..
 PY0290
 PY0290.The geoid height was determined by GEOID03.
 PY0290
 PY0290.The dynamic height is computed by dividing the NAVD 88
 PY0290.geopotential number by the normal gravity value computed on the
 PY0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0290.degrees latitude (g = 980.6199 gals.).
 PY0290
 PY0290.The modeled gravity was interpolated from observed gravity values.
 PY0290
 PY0290;                    North         East    Units  Estimated Accuracy
 PY0290;SPC MT       -    61,920.      469,920.      MT  (+/- 180 meters Scaled)
 PY0290
 PY0290                          SUPERSEDED SURVEY CONTROL
 PY0290
 PY0290  NGVD 29 (08/20/92) 2004.064  (m)         6575.00   (f) ADJUSTED    1 2
 PY0290
 PY0290.Superseded values are not recommended for survey control.
 PY0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0290.See file dsdata.txt to determine how the superseded data were derived.
 PY0290
 PY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ886601(NAD 83)
 PY0290_MARKER: DD = SURVEY DISK
 PY0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0290_SP_SET: CONCRETE POST
 PY0290_STAMPING: 45 D 101 BPR RESET 1964
 PY0290_MARK LOGO: CGS   
 PY0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0290+STABILITY: SURFACE MOTION
 PY0290
 PY0290  HISTORY     - Date     Condition        Report By
 PY0290  HISTORY     - 1964     MONUMENTED       CGS
 PY0290  HISTORY     - 1987     GOOD             NGS
 PY0290
 PY0290                          STATION DESCRIPTION
 PY0290
 PY0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0290'10.1 MI N FROM WEST YELLOWSTONE.
 PY0290'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0290'CANYON STREET (WHICH IS JUST WEST OF WEST YELLOWSTONE POST OFFICE),
 PY0290'THENCE 1.7 MILES NORTHWEST ALONG SECONDARY 499, 135 FEET NORTH OF AND
 PY0290'ACROSS THE HIGHWAY FROM 45 D 102 BPR RESET 1964, 100 FEET SOUTHEAST OF
 PY0290'A POWER POLE WHERE A BRANCH LINE GOES TO THE COP CONSTRUCTION COMPANY,
 PY0290'55 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF AN
 PY0290'EAST-WEST FENCE LINE, 1 FOOT EAST OF A METAL WITNESS POST AND SET IN
 PY0290'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 PY0290
 PY0290                          STATION RECOVERY (1987)
 PY0290
 PY0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0290'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.0 KM (9.95
 PY0290'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0290'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0291 ***********************************************************************
 PY0291  DESIGNATION -  45 D 102
 PY0291  PID         -  PY0291
 PY0291  STATE/COUNTY-  MT/GALLATIN
 PY0291  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0291
 PY0291                         *CURRENT SURVEY CONTROL
 PY0291  ___________________________________________________________________
 PY0291* NAD 83(1986)-  44 47 35.     (N)    111 08 39.     (W)     SCALED    
 PY0291* NAVD 88     -      2005.286  (meters)    6579.01   (feet)  POSTED    
 PY0291  ___________________________________________________________________
 PY0291  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0291  DYNAMIC HT  -        2004.180 (meters)    6575.38  (feet)  COMP
 PY0291  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 PY0291
 PY0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0291
 PY0291.The horizontal coordinates were scaled from a topographic map and have
 PY0291.an estimated accuracy of +/- 6 seconds.
 PY0291
 PY0291.The orthometric height was determined by differential leveling
 PY0291.and adjusted by the National Geodetic Survey in 1992..
 PY0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0291.rate of 0.0 thru 1.0 mm/km.
 PY0291
 PY0291.The geoid height was determined by GEOID03.
 PY0291
 PY0291.The dynamic height is computed by dividing the NAVD 88
 PY0291.geopotential number by the normal gravity value computed on the
 PY0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0291.degrees latitude (g = 980.6199 gals.).
 PY0291
 PY0291.The modeled gravity was interpolated from observed gravity values.
 PY0291
 PY0291;                    North         East    Units  Estimated Accuracy
 PY0291;SPC MT       -    61,730.      469,890.      MT  (+/- 180 meters Scaled)
 PY0291
 PY0291                          SUPERSEDED SURVEY CONTROL
 PY0291
 PY0291  NGVD 29 (??/??/92) 2003.72   (m)         6573.9    (f) COMPUTED    1 2
 PY0291
 PY0291.Superseded values are not recommended for survey control.
 PY0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0291.See file dsdata.txt to determine how the superseded data were derived.
 PY0291
 PY0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ885599(NAD 83)
 PY0291_MARKER: DD = SURVEY DISK
 PY0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0291_STAMPING: 45 D 102 33 1154+00 6584.53
 PY0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0291+STABILITY: SURFACE MOTION
 PY0291
 PY0291  HISTORY     - Date     Condition        Report By
 PY0291  HISTORY     - UNK      MONUMENTED       BPR
 PY0291  HISTORY     - 1959     GOOD             NGS
 PY0291  HISTORY     - 1980     GOOD             USGS
 PY0291
 PY0291                          STATION DESCRIPTION
 PY0291
 PY0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0291'10.15 MI N FROM WEST YELLOWSTONE.
 PY0291'ABOUT 8.5 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0291'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 1.65 MILES WEST
 PY0291'ALONG STATE HIGHWAY 287, IN SECTION 17, R 5 E, T 12 S, 40 FEET SOUTH
 PY0291'OF THE CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF A POWER POLE, ABOUT
 PY0291'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 PY0291'INCHES.
 PY0291
 PY0291                          STATION RECOVERY (1980)
 PY0291
 PY0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0291'ABOUT 8.5 MILES NORTH OF WEST YELLOWSTONE, MONTANA TO THE JUNCTION OF
 PY0291'US HIGHWAYS 191 AND 287, THENCE ABOUT 1.7 MILES NORTHWEST ALONG US
 PY0291'HIGHWAY 287, 135 FEET SOUTH AND ACROSS THE HIGHWAY FROM BM 45 D 101
 PY0291'RESET 1964, 67 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 PY0291'EAST OF A POWER POLE, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, 1 FOOT
 PY0291'WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 PY0291'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0292 ***********************************************************************
 PY0292  DESIGNATION -  45 D 102 STA 1154+00 RST
 PY0292  PID         -  PY0292
 PY0292  STATE/COUNTY-  MT/GALLATIN
 PY0292  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0292
 PY0292                         *CURRENT SURVEY CONTROL
 PY0292  ___________________________________________________________________
 PY0292* NAD 83(1986)-  44 47 35.     (N)    111 08 39.     (W)     SCALED    
 PY0292* NAVD 88     -      2005.167  (meters)    6578.62   (feet)  ADJUSTED  
 PY0292  ___________________________________________________________________
 PY0292  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0292  DYNAMIC HT  -        2004.064 (meters)    6575.00  (feet)  COMP
 PY0292  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 PY0292
 PY0292  VERT ORDER  -  FIRST     CLASS II
 PY0292
 PY0292.The horizontal coordinates were scaled from a topographic map and have
 PY0292.an estimated accuracy of +/- 6 seconds.
 PY0292
 PY0292.The orthometric height was determined by differential leveling
 PY0292.and adjusted by the National Geodetic Survey in June 1991..
 PY0292
 PY0292.The geoid height was determined by GEOID03.
 PY0292
 PY0292.The dynamic height is computed by dividing the NAVD 88
 PY0292.geopotential number by the normal gravity value computed on the
 PY0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0292.degrees latitude (g = 980.6199 gals.).
 PY0292
 PY0292.The modeled gravity was interpolated from observed gravity values.
 PY0292
 PY0292;                    North         East    Units  Estimated Accuracy
 PY0292;SPC MT       -    61,730.      469,890.      MT  (+/- 180 meters Scaled)
 PY0292
 PY0292                          SUPERSEDED SURVEY CONTROL
 PY0292
 PY0292  NGVD 29 (08/20/92) 2003.925  (m)         6574.54   (f) ADJUSTED    1 2
 PY0292
 PY0292.Superseded values are not recommended for survey control.
 PY0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0292.See file dsdata.txt to determine how the superseded data were derived.
 PY0292
 PY0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ885599(NAD 83)
 PY0292_MARKER: DD = SURVEY DISK
 PY0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0292_SP_SET: CONCRETE POST
 PY0292_STAMPING: 45 D 102 BPR RESET 1964
 PY0292_MARK LOGO: CGS   
 PY0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0292+STABILITY: SURFACE MOTION
 PY0292
 PY0292  HISTORY     - Date     Condition        Report By
 PY0292  HISTORY     - 1964     MONUMENTED       CGS
 PY0292  HISTORY     - 1987     GOOD             NGS
 PY0292
 PY0292                          STATION DESCRIPTION
 PY0292
 PY0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0292'10.1 MI N FROM WEST YELLOWSTONE.
 PY0292'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0292'CANYON STREET 9 WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0292'OFFICE), THENCE 1.7 MILES NORTHWEST ALONG SECONDARY 499, 135 FEET
 PY0292'SOUTH AND ACROSS THE HIGHWAY FROM BENCH MARK 45 D 101 BPR RESET 1964,
 PY0292'79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF A
 PY0292'POWER POLE, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, 1 FOOT WEST OF A
 PY0292'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 PY0292'INCHES.
 PY0292
 PY0292                          STATION RECOVERY (1987)
 PY0292
 PY0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0292'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.0 KM (9.95
 PY0292'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0292'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0286 ***********************************************************************
 PY0286  DESIGNATION -  45 D 103
 PY0286  PID         -  PY0286
 PY0286  STATE/COUNTY-  MT/GALLATIN
 PY0286  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0286
 PY0286                         *CURRENT SURVEY CONTROL
 PY0286  ___________________________________________________________________
 PY0286* NAD 83(1986)-  44 47 29.     (N)    111 08 22.     (W)     SCALED    
 PY0286* NAVD 88     -      2006.993  (meters)    6584.61   (feet)  POSTED    
 PY0286  ___________________________________________________________________
 PY0286  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY0286  DYNAMIC HT  -        2005.890 (meters)    6580.99  (feet)  COMP
 PY0286  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 PY0286
 PY0286  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0286
 PY0286.The horizontal coordinates were scaled from a topographic map and have
 PY0286.an estimated accuracy of +/- 6 seconds.
 PY0286
 PY0286.The orthometric height was determined by differential leveling
 PY0286.and adjusted by the National Geodetic Survey in 1992..
 PY0286.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0286.rate of 0.0 thru 1.0 mm/km.
 PY0286
 PY0286.The geoid height was determined by GEOID03.
 PY0286
 PY0286.The dynamic height is computed by dividing the NAVD 88
 PY0286.geopotential number by the normal gravity value computed on the
 PY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0286.degrees latitude (g = 980.6199 gals.).
 PY0286
 PY0286.The modeled gravity was interpolated from observed gravity values.
 PY0286
 PY0286;                    North         East    Units  Estimated Accuracy
 PY0286;SPC MT       -    61,540.      470,260.      MT  (+/- 180 meters Scaled)
 PY0286
 PY0286                          SUPERSEDED SURVEY CONTROL
 PY0286
 PY0286  NGVD 29 (??/??/92) 2005.42   (m)         6579.4    (f) COMPUTED    1 2
 PY0286
 PY0286.Superseded values are not recommended for survey control.
 PY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0286.See file dsdata.txt to determine how the superseded data were derived.
 PY0286
 PY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ889597(NAD 83)
 PY0286_MARKER: DD = SURVEY DISK
 PY0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0286_STAMPING: 45 D 103 33 1166+00 6587.88
 PY0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0286+STABILITY: SURFACE MOTION
 PY0286
 PY0286  HISTORY     - Date     Condition        Report By
 PY0286  HISTORY     - UNK      MONUMENTED       BPR
 PY0286  HISTORY     - 1959     GOOD             NGS
 PY0286
 PY0286                          STATION DESCRIPTION
 PY0286
 PY0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0286'9.9 MI N FROM WEST YELLOWSTONE.
 PY0286'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0286'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 1.4 MILES WEST
 PY0286'ALONG STATE HIGHWAY 287, IN SECTION 17, R 5 E, T 12 S, 40 FEET NORTH
 PY0286'OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT SOUTH OF A METAL WITNESS
 PY0286'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 PY0286'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0287 ***********************************************************************
 PY0287  DESIGNATION -  45 D 103 STA 1166+00 RST
 PY0287  PID         -  PY0287
 PY0287  STATE/COUNTY-  MT/GALLATIN
 PY0287  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0287
 PY0287                         *CURRENT SURVEY CONTROL
 PY0287  ___________________________________________________________________
 PY0287* NAD 83(1986)-  44 47 29.     (N)    111 08 22.     (W)     SCALED    
 PY0287* NAVD 88     -      2007.070  (meters)    6584.86   (feet)  ADJUSTED  
 PY0287  ___________________________________________________________________
 PY0287  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY0287  DYNAMIC HT  -        2005.965 (meters)    6581.24  (feet)  COMP
 PY0287  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 PY0287
 PY0287  VERT ORDER  -  FIRST     CLASS II
 PY0287
 PY0287.The horizontal coordinates were scaled from a topographic map and have
 PY0287.an estimated accuracy of +/- 6 seconds.
 PY0287
 PY0287.The orthometric height was determined by differential leveling
 PY0287.and adjusted by the National Geodetic Survey in June 1991..
 PY0287
 PY0287.The geoid height was determined by GEOID03.
 PY0287
 PY0287.The dynamic height is computed by dividing the NAVD 88
 PY0287.geopotential number by the normal gravity value computed on the
 PY0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0287.degrees latitude (g = 980.6199 gals.).
 PY0287
 PY0287.The modeled gravity was interpolated from observed gravity values.
 PY0287
 PY0287;                    North         East    Units  Estimated Accuracy
 PY0287;SPC MT       -    61,540.      470,260.      MT  (+/- 180 meters Scaled)
 PY0287
 PY0287                          SUPERSEDED SURVEY CONTROL
 PY0287
 PY0287  NGVD 29 (08/20/92) 2005.827  (m)         6580.78   (f) ADJUSTED    1 2
 PY0287
 PY0287.Superseded values are not recommended for survey control.
 PY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0287.See file dsdata.txt to determine how the superseded data were derived.
 PY0287
 PY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ889597(NAD 83)
 PY0287_MARKER: DD = SURVEY DISK
 PY0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0287_SP_SET: CONCRETE POST
 PY0287_STAMPING: 45 D 103 BPR RESET 1964
 PY0287_MARK LOGO: CGS   
 PY0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0287+STABILITY: SURFACE MOTION
 PY0287
 PY0287  HISTORY     - Date     Condition        Report By
 PY0287  HISTORY     - 1964     MONUMENTED       CGS
 PY0287  HISTORY     - 1987     GOOD             NGS
 PY0287
 PY0287                          STATION DESCRIPTION
 PY0287
 PY0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0287'9.9 MI N FROM WEST YELLOWSTONE.
 PY0287'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0287'CANYON STREET (WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0287'OFFICE), THENCE 1.5 MILES NORTHWEST ALONG SECONDARY 499, 210 FEET WEST
 PY0287'OF A JUNCTION WITH A GRAVEL ROAD NORTH, 63 FEET NORTH OF THE CENTER
 PY0287'LINE OF THE HIGHWAY, 2 FEET SOUTH OF AN EAST-WEST FENCE LINE, 1 FOOT
 PY0287'WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 PY0287'PROJECTING 8 INCHES.
 PY0287
 PY0287                          STATION RECOVERY (1987)
 PY0287
 PY0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0287'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 PY0287'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0287'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0288 ***********************************************************************
 PY0288  DESIGNATION -  45 D 104 STA 1166+00
 PY0288  PID         -  PY0288
 PY0288  STATE/COUNTY-  MT/GALLATIN
 PY0288  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0288
 PY0288                         *CURRENT SURVEY CONTROL
 PY0288  ___________________________________________________________________
 PY0288* NAD 83(1986)-  44 47 29.     (N)    111 08 22.     (W)     SCALED    
 PY0288* NAVD 88     -      2007.226  (meters)    6585.37   (feet)  POSTED    
 PY0288  ___________________________________________________________________
 PY0288  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY0288  DYNAMIC HT  -        2006.120 (meters)    6581.75  (feet)  COMP
 PY0288  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 PY0288
 PY0288  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0288
 PY0288.The horizontal coordinates were scaled from a topographic map and have
 PY0288.an estimated accuracy of +/- 6 seconds.
 PY0288
 PY0288.The orthometric height was determined by differential leveling
 PY0288.and adjusted by the National Geodetic Survey in 1992..
 PY0288.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0288.rate of 0.0 thru 1.0 mm/km.
 PY0288
 PY0288.The geoid height was determined by GEOID03.
 PY0288
 PY0288.The dynamic height is computed by dividing the NAVD 88
 PY0288.geopotential number by the normal gravity value computed on the
 PY0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0288.degrees latitude (g = 980.6199 gals.).
 PY0288
 PY0288.The modeled gravity was interpolated from observed gravity values.
 PY0288
 PY0288;                    North         East    Units  Estimated Accuracy
 PY0288;SPC MT       -    61,540.      470,260.      MT  (+/- 180 meters Scaled)
 PY0288
 PY0288                          SUPERSEDED SURVEY CONTROL
 PY0288
 PY0288  NGVD 29 (??/??/92) 2005.656  (m)         6580.22   (f) ADJ UNCH    1 2
 PY0288
 PY0288.Superseded values are not recommended for survey control.
 PY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0288.See file dsdata.txt to determine how the superseded data were derived.
 PY0288
 PY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ889597(NAD 83)
 PY0288_MARKER: DD = SURVEY DISK
 PY0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0288_STAMPING: 45 D 104 33 1166+00 6589.70
 PY0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0288+STABILITY: SURFACE MOTION
 PY0288
 PY0288  HISTORY     - Date     Condition        Report By
 PY0288  HISTORY     - UNK      MONUMENTED       BPR
 PY0288  HISTORY     - 1959     GOOD             NGS
 PY0288  HISTORY     - 1980     MARK NOT FOUND   USGS
 PY0288  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0288
 PY0288                          STATION DESCRIPTION
 PY0288
 PY0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0288'9.9 MI N FROM WEST YELLOWSTONE.
 PY0288'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0288'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 1.4 MILES WEST
 PY0288'ALONG STATE HIGHWAY 287, IN SECTION 17, R 5 E, T 12 S, 40 FEET SOUTH
 PY0288'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A FENCE, ABOUT
 PY0288'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PY0288'INCHES.
 PY0288
 PY0288                          STATION RECOVERY (1980)
 PY0288
 PY0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0288'MARK NOT FOUND.
 PY0288
 PY0288                          STATION RECOVERY (1987)
 PY0288
 PY0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0288'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0285 ***********************************************************************
 PY0285  DESIGNATION -  45 D 106 STA 1205+00
 PY0285  PID         -  PY0285
 PY0285  STATE/COUNTY-  MT/GALLATIN
 PY0285  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0285
 PY0285                         *CURRENT SURVEY CONTROL
 PY0285  ___________________________________________________________________
 PY0285* NAD 83(1986)-  44 47 20.     (N)    111 08 01.     (W)     SCALED    
 PY0285* NAVD 88     -      2009.060  (meters)    6591.39   (feet)  ADJUSTED  
 PY0285  ___________________________________________________________________
 PY0285  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PY0285  DYNAMIC HT  -        2007.952 (meters)    6587.76  (feet)  COMP
 PY0285  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 PY0285
 PY0285  VERT ORDER  -  FIRST     CLASS II
 PY0285
 PY0285.The horizontal coordinates were scaled from a topographic map and have
 PY0285.an estimated accuracy of +/- 6 seconds.
 PY0285
 PY0285.The orthometric height was determined by differential leveling
 PY0285.and adjusted by the National Geodetic Survey in June 1991..
 PY0285
 PY0285.The geoid height was determined by GEOID03.
 PY0285
 PY0285.The dynamic height is computed by dividing the NAVD 88
 PY0285.geopotential number by the normal gravity value computed on the
 PY0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0285.degrees latitude (g = 980.6199 gals.).
 PY0285
 PY0285.The modeled gravity was interpolated from observed gravity values.
 PY0285
 PY0285;                    North         East    Units  Estimated Accuracy
 PY0285;SPC MT       -    61,250.      470,720.      MT  (+/- 180 meters Scaled)
 PY0285
 PY0285                          SUPERSEDED SURVEY CONTROL
 PY0285
 PY0285  NGVD 29 (08/20/92) 2007.816  (m)         6587.31   (f) ADJUSTED    1 2
 PY0285
 PY0285.Superseded values are not recommended for survey control.
 PY0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0285.See file dsdata.txt to determine how the superseded data were derived.
 PY0285
 PY0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ894595(NAD 83)
 PY0285_MARKER: DD = SURVEY DISK
 PY0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0285_SP_SET: CONCRETE POST
 PY0285_STAMPING: 45 D 106 33 1205+00 6593.84
 PY0285_MARK LOGO: BPR   
 PY0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0285+STABILITY: SURFACE MOTION
 PY0285
 PY0285  HISTORY     - Date     Condition        Report By
 PY0285  HISTORY     - UNK      MONUMENTED       BPR
 PY0285  HISTORY     - 1959     GOOD             NGS
 PY0285  HISTORY     - 1987     GOOD             NGS
 PY0285
 PY0285                          STATION DESCRIPTION
 PY0285
 PY0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0285'9.6 MI N FROM WEST YELLOWSTONE.
 PY0285'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0285'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 17, R 5 E, T 12 S, 66
 PY0285'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE INTERSECTION OF A
 PY0285'GRAVEL ROAD, 22 FEET SOUTHWEST OF THE CENTER LINE OF A CATTLE GUARD,
 PY0285'22 FEET SOUTH OF A RIGHT OF WAY FENCE, 12 FEET WEST OF THE CENTER LINE
 PY0285'OF THE GRAVEL ROAD, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PY0285'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PY0285'INCHES.
 PY0285
 PY0285                          STATION RECOVERY (1987)
 PY0285
 PY0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0285'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.2 KM (9.45
 PY0285'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0285'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0284 ***********************************************************************
 PY0284  DESIGNATION -  45 D 107 STA 1205+00
 PY0284  PID         -  PY0284
 PY0284  STATE/COUNTY-  MT/GALLATIN
 PY0284  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0284
 PY0284                         *CURRENT SURVEY CONTROL
 PY0284  ___________________________________________________________________
 PY0284* NAD 83(1986)-  44 47 13.     (N)    111 07 36.     (W)     SCALED    
 PY0284* NAVD 88     -      2008.930  (meters)    6590.96   (feet)  ADJUSTED  
 PY0284  ___________________________________________________________________
 PY0284  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PY0284  DYNAMIC HT  -        2007.819 (meters)    6587.32  (feet)  COMP
 PY0284  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 PY0284
 PY0284  VERT ORDER  -  FIRST     CLASS II
 PY0284
 PY0284.The horizontal coordinates were scaled from a topographic map and have
 PY0284.an estimated accuracy of +/- 6 seconds.
 PY0284
 PY0284.The orthometric height was determined by differential leveling
 PY0284.and adjusted by the National Geodetic Survey in June 1991..
 PY0284
 PY0284.The geoid height was determined by GEOID03.
 PY0284
 PY0284.The dynamic height is computed by dividing the NAVD 88
 PY0284.geopotential number by the normal gravity value computed on the
 PY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0284.degrees latitude (g = 980.6199 gals.).
 PY0284
 PY0284.The modeled gravity was interpolated from observed gravity values.
 PY0284
 PY0284;                    North         East    Units  Estimated Accuracy
 PY0284;SPC MT       -    61,020.      471,260.      MT  (+/- 180 meters Scaled)
 PY0284
 PY0284                          SUPERSEDED SURVEY CONTROL
 PY0284
 PY0284  NGVD 29 (08/20/92) 2007.684  (m)         6586.88   (f) ADJUSTED    1 2
 PY0284
 PY0284.Superseded values are not recommended for survey control.
 PY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0284.See file dsdata.txt to determine how the superseded data were derived.
 PY0284
 PY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ899592(NAD 83)
 PY0284_MARKER: DD = SURVEY DISK
 PY0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0284_SP_SET: CONCRETE POST
 PY0284_STAMPING: 45 D 107 33 1205+00 6593.84
 PY0284_MARK LOGO: BPR   
 PY0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0284+STABILITY: SURFACE MOTION
 PY0284
 PY0284  HISTORY     - Date     Condition        Report By
 PY0284  HISTORY     - UNK      MONUMENTED       BPR
 PY0284  HISTORY     - 1959     GOOD             NGS
 PY0284  HISTORY     - 1980     GOOD             USGS
 PY0284  HISTORY     - 1987     GOOD             NGS
 PY0284
 PY0284                          STATION DESCRIPTION
 PY0284
 PY0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0284'9.2 MI N FROM WEST YELLOWSTONE.
 PY0284'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0284'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 0.7 MILE WEST ALONG
 PY0284'STATE HIGHWAY 287, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 PY0284'0.7 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 PY0284'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. NOTE-- THIS
 PY0284'MARK APPEARS TO HAVE BEEN HIT, A SMALL PORTION OF THE POST HAS BEEN
 PY0284'BROKEN OFF, THE EDGE OF THE DISK IS SLIGHTLY TURNED DOWN BUT REMAINS
 PY0284'SOLID IN THE POST.
 PY0284
 PY0284                          STATION RECOVERY (1980)
 PY0284
 PY0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0284'ABOUT 8.5 MILES NORTH OF WEST YELLOWSTONE, MONTANA TO THE JUNCTION OF
 PY0284'US HIGHWAY 191 AND 287, THENCE ABOUT 0.7 MILE NORTHWEST ALONG US
 PY0284'HIGHWAY 287, 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.7 FOOT
 PY0284'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 PY0284'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 PY0284'NOTE: THIS MARK APPEARS TO HAVE BEEN HIT, A SMALL PORTION OF THE POST
 PY0284'HAS BEEN BROKEN OFF, THE EDGE OF THE DISK IS SLIGHTLY TURNED DOWN BUT
 PY0284'REMAINS SOLID IN THE POST
 PY0284
 PY0284                          STATION RECOVERY (1987)
 PY0284
 PY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0284'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.5 KM (9.00
 PY0284'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0284'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0322 ***********************************************************************
 PY0322  DESIGNATION -  45 D 64 STA 758+00
 PY0322  PID         -  PY0322
 PY0322  STATE/COUNTY-  MT/GALLATIN
 PY0322  USGS QUAD   -  HEBGEN DAM (1988)
 PY0322
 PY0322                         *CURRENT SURVEY CONTROL
 PY0322  ___________________________________________________________________
 PY0322* NAD 83(1986)-  44 49 42.     (N)    111 16 26.     (W)     SCALED    
 PY0322* NAVD 88     -      2000.108  (meters)    6562.02   (feet)  POSTED    
 PY0322  ___________________________________________________________________
 PY0322  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY0322  DYNAMIC HT  -        1999.030 (meters)    6558.48  (feet)  COMP
 PY0322  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 PY0322
 PY0322  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0322
 PY0322.The horizontal coordinates were scaled from a topographic map and have
 PY0322.an estimated accuracy of +/- 6 seconds.
 PY0322
 PY0322.The orthometric height was determined by differential leveling
 PY0322.and adjusted by the National Geodetic Survey in 1992..
 PY0322.No vertical observational check was made to the station.
 PY0322.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0322.was located on a no-check spur therefore a value was not computed.
 PY0322
 PY0322.The geoid height was determined by GEOID03.
 PY0322
 PY0322.The dynamic height is computed by dividing the NAVD 88
 PY0322.geopotential number by the normal gravity value computed on the
 PY0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0322.degrees latitude (g = 980.6199 gals.).
 PY0322
 PY0322.The modeled gravity was interpolated from observed gravity values.
 PY0322
 PY0322;                    North         East    Units  Estimated Accuracy
 PY0322;SPC MT       -    65,880.      459,710.      MT  (+/- 180 meters Scaled)
 PY0322
 PY0322                          SUPERSEDED SURVEY CONTROL
 PY0322
 PY0322  NGVD 29 (??/??/92) 1998.578  (m)         6557.00   (f) ADJ UNCH    1 2
 PY0322
 PY0322.Superseded values are not recommended for survey control.
 PY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0322.See file dsdata.txt to determine how the superseded data were derived.
 PY0322
 PY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ783639(NAD 83)
 PY0322_MARKER: DD = SURVEY DISK
 PY0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0322_STAMPING: 45 D 64 33 758+00 6576.26
 PY0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0322+STABILITY: SURFACE MOTION
 PY0322
 PY0322  HISTORY     - Date     Condition        Report By
 PY0322  HISTORY     - UNK      MONUMENTED       BPR
 PY0322  HISTORY     - 1959     GOOD             NGS
 PY0322  HISTORY     - 19860601 MARK NOT FOUND   USGS
 PY0322  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0322
 PY0322                          STATION DESCRIPTION
 PY0322
 PY0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0322'4.15 MI SE FROM HEBGEN DAM.
 PY0322'ABOUT 4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0322'SECTION 32, R 4 E, T 11 S, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PY0322'HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP
 PY0322'OF A CONCRETE POST PROJECTING 4 INCHES.
 PY0322
 PY0322                          STATION RECOVERY (1986)
 PY0322
 PY0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (EGE)
 PY0322'MARK NOT FOUND.
 PY0322
 PY0322                          STATION RECOVERY (1987)
 PY0322
 PY0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0322'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0320 ***********************************************************************
 PY0320  DESIGNATION -  45 D 65
 PY0320  PID         -  PY0320
 PY0320  STATE/COUNTY-  MT/GALLATIN
 PY0320  USGS QUAD   -  HEBGEN DAM (1988)
 PY0320
 PY0320                         *CURRENT SURVEY CONTROL
 PY0320  ___________________________________________________________________
 PY0320* NAD 83(1986)-  44 49 44.     (N)    111 16 24.     (W)     SCALED    
 PY0320* NAVD 88     -      2005.044  (meters)    6578.22   (feet)  POSTED    
 PY0320  ___________________________________________________________________
 PY0320  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY0320  DYNAMIC HT  -        2003.970 (meters)    6574.69  (feet)  COMP
 PY0320  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 PY0320
 PY0320  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0320
 PY0320.The horizontal coordinates were scaled from a topographic map and have
 PY0320.an estimated accuracy of +/- 6 seconds.
 PY0320
 PY0320.The orthometric height was determined by differential leveling
 PY0320.and adjusted by the National Geodetic Survey in 1992..
 PY0320.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0320.rate of 0.0 thru 1.0 mm/km.
 PY0320
 PY0320.The geoid height was determined by GEOID03.
 PY0320
 PY0320.The dynamic height is computed by dividing the NAVD 88
 PY0320.geopotential number by the normal gravity value computed on the
 PY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0320.degrees latitude (g = 980.6199 gals.).
 PY0320
 PY0320.The modeled gravity was interpolated from observed gravity values.
 PY0320
 PY0320;                    North         East    Units  Estimated Accuracy
 PY0320;SPC MT       -    65,940.      459,760.      MT  (+/- 180 meters Scaled)
 PY0320
 PY0320                          SUPERSEDED SURVEY CONTROL
 PY0320
 PY0320  NGVD 29 (??/??/92) 2003.51   (m)         6573.2    (f) COMPUTED    1 2
 PY0320
 PY0320.Superseded values are not recommended for survey control.
 PY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0320.See file dsdata.txt to determine how the superseded data were derived.
 PY0320
 PY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ783639(NAD 83)
 PY0320_MARKER: DD = SURVEY DISK
 PY0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0320_STAMPING: 45 D 65 33 758+00
 PY0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0320+STABILITY: SURFACE MOTION
 PY0320
 PY0320  HISTORY     - Date     Condition        Report By
 PY0320  HISTORY     - UNK      MONUMENTED       BPR
 PY0320  HISTORY     - 1959     GOOD             NGS
 PY0320
 PY0320                          STATION DESCRIPTION
 PY0320
 PY0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0320'4.15 MI SE FROM HEBGEN DAM.
 PY0320'ABOUT 4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0320'SECTION 32, R 4 E, T 11 S, 68 FEET NORTHEAST OF THE CENTER LINE OF THE
 PY0320'ROAD, 0.9 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE
 PY0320'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 PY0320'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0321 ***********************************************************************
 PY0321  DESIGNATION -  45 D 65 STA 758+00 RST
 PY0321  PID         -  PY0321
 PY0321  STATE/COUNTY-  MT/GALLATIN
 PY0321  USGS QUAD   -  HEBGEN DAM (1988)
 PY0321
 PY0321                         *CURRENT SURVEY CONTROL
 PY0321  ___________________________________________________________________
 PY0321* NAD 83(1986)-  44 49 45.     (N)    111 16 22.     (W)     SCALED    
 PY0321* NAVD 88     -      2008.676  (meters)    6590.13   (feet)  ADJUSTED  
 PY0321  ___________________________________________________________________
 PY0321  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY0321  DYNAMIC HT  -        2007.595 (meters)    6586.58  (feet)  COMP
 PY0321  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 PY0321
 PY0321  VERT ORDER  -  FIRST     CLASS II
 PY0321
 PY0321.The horizontal coordinates were scaled from a topographic map and have
 PY0321.an estimated accuracy of +/- 6 seconds.
 PY0321
 PY0321.The orthometric height was determined by differential leveling
 PY0321.and adjusted by the National Geodetic Survey in June 1991..
 PY0321
 PY0321.The geoid height was determined by GEOID03.
 PY0321
 PY0321.The dynamic height is computed by dividing the NAVD 88
 PY0321.geopotential number by the normal gravity value computed on the
 PY0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0321.degrees latitude (g = 980.6199 gals.).
 PY0321
 PY0321.The modeled gravity was interpolated from observed gravity values.
 PY0321
 PY0321;                    North         East    Units  Estimated Accuracy
 PY0321;SPC MT       -    65,970.      459,800.      MT  (+/- 180 meters Scaled)
 PY0321
 PY0321                          SUPERSEDED SURVEY CONTROL
 PY0321
 PY0321  NGVD 29 (08/20/92) 2007.446  (m)         6586.10   (f) ADJUSTED    1 2
 PY0321
 PY0321.Superseded values are not recommended for survey control.
 PY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0321.See file dsdata.txt to determine how the superseded data were derived.
 PY0321
 PY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ784640(NAD 83)
 PY0321_MARKER: DD = SURVEY DISK
 PY0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0321_SP_SET: CONCRETE POST
 PY0321_STAMPING: 45 D 65 BPR RESET 1964
 PY0321_MARK LOGO: CGS   
 PY0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0321+STABILITY: SURFACE MOTION
 PY0321
 PY0321  HISTORY     - Date     Condition        Report By
 PY0321  HISTORY     - 1964     MONUMENTED       CGS
 PY0321  HISTORY     - 1987     GOOD             NGS
 PY0321
 PY0321                          STATION DESCRIPTION
 PY0321
 PY0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0321'17.5 MI NW FROM WEST YELLOWSTONE.
 PY0321'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0321'CANYON STREET (WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0321'OFFICE), THENCE 9.1 MILES NORTHWEST ALONG SECONDARY 499, ABOUT 1.7
 PY0321'MILES SOUTHEAST OF THE KIRKWOOD RANCH, 90 FEET NORTHEAST OF THE CENTER
 PY0321'LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST OF A METAL WITNESS POST, SET
 PY0321'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 14 FEET
 PY0321'ABOVE THE LEVEL OF THE ROAD.
 PY0321
 PY0321                          STATION RECOVERY (1987)
 PY0321
 PY0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0321'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.6 KM (17.15
 PY0321'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0321'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0318 ***********************************************************************
 PY0318  DESIGNATION -  45 D 66 STA 769+06
 PY0318  PID         -  PY0318
 PY0318  STATE/COUNTY-  MT/GALLATIN
 PY0318  USGS QUAD   -  HEBGEN DAM (1988)
 PY0318
 PY0318                         *CURRENT SURVEY CONTROL
 PY0318  ___________________________________________________________________
 PY0318* NAD 83(1986)-  44 49 33.     (N)    111 16 12.     (W)     SCALED    
 PY0318* NAVD 88     -      2000.981  (meters)    6564.89   (feet)  ADJUSTED  
 PY0318  ___________________________________________________________________
 PY0318  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0318  DYNAMIC HT  -        1999.906 (meters)    6561.36  (feet)  COMP
 PY0318  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 PY0318
 PY0318  VERT ORDER  -  FIRST     CLASS II
 PY0318
 PY0318.The horizontal coordinates were scaled from a topographic map and have
 PY0318.an estimated accuracy of +/- 6 seconds.
 PY0318
 PY0318.The orthometric height was determined by differential leveling
 PY0318.and adjusted by the National Geodetic Survey in June 1991..
 PY0318
 PY0318.The geoid height was determined by GEOID03.
 PY0318
 PY0318.The dynamic height is computed by dividing the NAVD 88
 PY0318.geopotential number by the normal gravity value computed on the
 PY0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0318.degrees latitude (g = 980.6199 gals.).
 PY0318
 PY0318.The modeled gravity was interpolated from observed gravity values.
 PY0318
 PY0318;                    North         East    Units  Estimated Accuracy
 PY0318;SPC MT       -    65,590.      460,020.      MT  (+/- 180 meters Scaled)
 PY0318
 PY0318                          SUPERSEDED SURVEY CONTROL
 PY0318
 PY0318  NGVD 29 (08/20/92) 1999.753  (m)         6560.86   (f) ADJUSTED    1 2
 PY0318
 PY0318.Superseded values are not recommended for survey control.
 PY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0318.See file dsdata.txt to determine how the superseded data were derived.
 PY0318
 PY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ786636(NAD 83)
 PY0318_MARKER: DD = SURVEY DISK
 PY0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0318_SP_SET: CONCRETE POST
 PY0318_STAMPING: 45 D 66 33 769+06
 PY0318_MARK LOGO: BPR   
 PY0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0318+STABILITY: SURFACE MOTION
 PY0318
 PY0318  HISTORY     - Date     Condition        Report By
 PY0318  HISTORY     - UNK      MONUMENTED       BPR
 PY0318  HISTORY     - 1959     GOOD             NGS
 PY0318  HISTORY     - 1987     GOOD             NGS
 PY0318
 PY0318                          STATION DESCRIPTION
 PY0318
 PY0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0318'4.35 MI SE FROM HEBGEN DAM.
 PY0318'ABOUT 4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0318'SECTION 32, R 4 E, T 11 S, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PY0318'HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP
 PY0318'OF A CONCRETE POST PROJECTING 8 INCHES.
 PY0318
 PY0318                          STATION RECOVERY (1987)
 PY0318
 PY0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0318'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.3 KM (16.95
 PY0318'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0318'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0319 ***********************************************************************
 PY0319  DESIGNATION -  45 D 67 STA 769+06
 PY0319  PID         -  PY0319
 PY0319  STATE/COUNTY-  MT/GALLATIN
 PY0319  USGS QUAD   -  HEBGEN DAM (1988)
 PY0319
 PY0319                         *CURRENT SURVEY CONTROL
 PY0319  ___________________________________________________________________
 PY0319* NAD 83(1986)-  44 49 34.     (N)    111 16 11.     (W)     SCALED    
 PY0319* NAVD 88     -      2004.342  (meters)    6575.91   (feet)  ADJUSTED  
 PY0319  ___________________________________________________________________
 PY0319  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0319  DYNAMIC HT  -        2003.265 (meters)    6572.38  (feet)  COMP
 PY0319  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 PY0319
 PY0319  VERT ORDER  -  FIRST     CLASS II
 PY0319
 PY0319.The horizontal coordinates were scaled from a topographic map and have
 PY0319.an estimated accuracy of +/- 6 seconds.
 PY0319
 PY0319.The orthometric height was determined by differential leveling
 PY0319.and adjusted by the National Geodetic Survey in June 1991..
 PY0319
 PY0319.The geoid height was determined by GEOID03.
 PY0319
 PY0319.The dynamic height is computed by dividing the NAVD 88
 PY0319.geopotential number by the normal gravity value computed on the
 PY0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0319.degrees latitude (g = 980.6199 gals.).
 PY0319
 PY0319.The modeled gravity was interpolated from observed gravity values.
 PY0319
 PY0319;                    North         East    Units  Estimated Accuracy
 PY0319;SPC MT       -    65,620.      460,040.      MT  (+/- 180 meters Scaled)
 PY0319
 PY0319                          SUPERSEDED SURVEY CONTROL
 PY0319
 PY0319  NGVD 29 (08/20/92) 2003.114  (m)         6571.88   (f) ADJUSTED    1 2
 PY0319
 PY0319.Superseded values are not recommended for survey control.
 PY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0319.See file dsdata.txt to determine how the superseded data were derived.
 PY0319
 PY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ786636(NAD 83)
 PY0319_MARKER: DD = SURVEY DISK
 PY0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0319_SP_SET: CONCRETE POST
 PY0319_STAMPING: 45 D 67 33 769+06
 PY0319_MARK LOGO: BPR   
 PY0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0319+STABILITY: SURFACE MOTION
 PY0319
 PY0319  HISTORY     - Date     Condition        Report By
 PY0319  HISTORY     - UNK      MONUMENTED       BPR
 PY0319  HISTORY     - 1959     GOOD             NGS
 PY0319  HISTORY     - 1987     GOOD             NGS
 PY0319
 PY0319                          STATION DESCRIPTION
 PY0319
 PY0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0319'4.35 MI SE FROM HEBGEN DAM.
 PY0319'ABOUT 4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0319'SECTION 32, R 4 E, T 11 S, 65 FEET NORTHEAST OF THE CENTER LINE OF THE
 PY0319'ROAD, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE
 PY0319'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 PY0319'6 INCHES.
 PY0319
 PY0319                          STATION RECOVERY (1987)
 PY0319
 PY0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0319'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.3 KM (16.95
 PY0319'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0319'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0316 ***********************************************************************
 PY0316  DESIGNATION -  45 D 70
 PY0316  PID         -  PY0316
 PY0316  STATE/COUNTY-  MT/GALLATIN
 PY0316  USGS QUAD   -  HEBGEN DAM (1988)
 PY0316
 PY0316                         *CURRENT SURVEY CONTROL
 PY0316  ___________________________________________________________________
 PY0316* NAD 83(1986)-  44 49 19.     (N)    111 15 43.     (W)     SCALED    
 PY0316* NAVD 88     -      1994.132  (meters)    6542.41   (feet)  POSTED    
 PY0316  ___________________________________________________________________
 PY0316  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0316  DYNAMIC HT  -        1993.060 (meters)    6538.90  (feet)  COMP
 PY0316  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 PY0316
 PY0316  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PY0316
 PY0316.The horizontal coordinates were scaled from a topographic map and have
 PY0316.an estimated accuracy of +/- 6 seconds.
 PY0316
 PY0316.The orthometric height was determined by differential leveling
 PY0316.and adjusted by the National Geodetic Survey in 1992..
 PY0316.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PY0316.rate of 2.1 thru 3.0 mm/km.
 PY0316
 PY0316.The geoid height was determined by GEOID03.
 PY0316
 PY0316.The dynamic height is computed by dividing the NAVD 88
 PY0316.geopotential number by the normal gravity value computed on the
 PY0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0316.degrees latitude (g = 980.6199 gals.).
 PY0316
 PY0316.The modeled gravity was interpolated from observed gravity values.
 PY0316
 PY0316;                    North         East    Units  Estimated Accuracy
 PY0316;SPC MT       -    65,140.      460,640.      MT  (+/- 180 meters Scaled)
 PY0316
 PY0316                          SUPERSEDED SURVEY CONTROL
 PY0316
 PY0316  NGVD 29 (??/??/92) 1992.60   (m)         6537.4    (f) COMPUTED    1 2
 PY0316
 PY0316.Superseded values are not recommended for survey control.
 PY0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0316.See file dsdata.txt to determine how the superseded data were derived.
 PY0316
 PY0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ792632(NAD 83)
 PY0316_MARKER: DD = SURVEY DISK
 PY0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0316_STAMPING: 45 D 70 33 794+12 6556.23
 PY0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0316+STABILITY: SURFACE MOTION
 PY0316
 PY0316  HISTORY     - Date     Condition        Report By
 PY0316  HISTORY     - UNK      MONUMENTED       BPR
 PY0316  HISTORY     - 1959     GOOD             NGS
 PY0316
 PY0316                          STATION DESCRIPTION
 PY0316
 PY0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0316'4.85 MI SE FROM HEBGEN DAM.
 PY0316'ABOUT 4.85 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0316'SECTION 5, R 4 E, T 12 S, 53 FEET NORTHEAST OF THE CENTER LINE OF THE
 PY0316'HIGHWAY, 78 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 PY0316'LEADING TO A HOUSE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 PY0316'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 PY0316'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0317 ***********************************************************************
 PY0317  DESIGNATION -  45 D 70 STA 794+12 RST
 PY0317  PID         -  PY0317
 PY0317  STATE/COUNTY-  MT/GALLATIN
 PY0317  USGS QUAD   -  HEBGEN DAM (1988)
 PY0317
 PY0317                         *CURRENT SURVEY CONTROL
 PY0317  ___________________________________________________________________
 PY0317* NAD 83(1986)-  44 49 19.     (N)    111 15 43.     (W)     SCALED    
 PY0317* NAVD 88     -      1994.177  (meters)    6542.56   (feet)  ADJUSTED  
 PY0317  ___________________________________________________________________
 PY0317  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0317  DYNAMIC HT  -        1993.103 (meters)    6539.04  (feet)  COMP
 PY0317  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 PY0317
 PY0317  VERT ORDER  -  FIRST     CLASS II
 PY0317
 PY0317.The horizontal coordinates were scaled from a topographic map and have
 PY0317.an estimated accuracy of +/- 6 seconds.
 PY0317
 PY0317.The orthometric height was determined by differential leveling
 PY0317.and adjusted by the National Geodetic Survey in June 1991..
 PY0317
 PY0317.The geoid height was determined by GEOID03.
 PY0317
 PY0317.The dynamic height is computed by dividing the NAVD 88
 PY0317.geopotential number by the normal gravity value computed on the
 PY0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0317.degrees latitude (g = 980.6199 gals.).
 PY0317
 PY0317.The modeled gravity was interpolated from observed gravity values.
 PY0317
 PY0317;                    North         East    Units  Estimated Accuracy
 PY0317;SPC MT       -    65,140.      460,640.      MT  (+/- 180 meters Scaled)
 PY0317
 PY0317                          SUPERSEDED SURVEY CONTROL
 PY0317
 PY0317  NGVD 29 (08/20/92) 1992.948  (m)         6538.53   (f) ADJUSTED    1 2
 PY0317
 PY0317.Superseded values are not recommended for survey control.
 PY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0317.See file dsdata.txt to determine how the superseded data were derived.
 PY0317
 PY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ792632(NAD 83)
 PY0317_MARKER: DD = SURVEY DISK
 PY0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0317_SP_SET: CONCRETE POST
 PY0317_STAMPING: 45 D 70 BPR RESET 1964
 PY0317_MARK LOGO: CGS   
 PY0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0317+STABILITY: SURFACE MOTION
 PY0317
 PY0317  HISTORY     - Date     Condition        Report By
 PY0317  HISTORY     - 1964     MONUMENTED       CGS
 PY0317  HISTORY     - 1987     GOOD             NGS
 PY0317
 PY0317                          STATION DESCRIPTION
 PY0317
 PY0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0317'16.85 MI NW FROM WEST YELLOWSTONE.
 PY0317'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0317'CANYON STREET (WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0317'OFFICE), THENCE 8.1 MILES NORTHWEST ALONG SECONDARY 499 TO THE HEBGEN
 PY0317'LAKE LODGE, THENCE 0.35 MILE NORTHWEST ALONG SECONDARY 499, 77 FEET
 PY0317'NORTHWEST OF THE CENTER LINE OF DRIVEWAY LEADING TO THE LESHERS
 PY0317'RESIDENCE, 61 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2
 PY0317'FEET SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 PY0317'POST PROJECTING 6 INCHES.
 PY0317
 PY0317                          STATION RECOVERY (1987)
 PY0317
 PY0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0317'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  26.7 KM (16.60
 PY0317'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0317'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0314 ***********************************************************************
 PY0314  DESIGNATION -  45 D 73
 PY0314  PID         -  PY0314
 PY0314  STATE/COUNTY-  MT/GALLATIN
 PY0314  USGS QUAD   -  HEBGEN DAM (1988)
 PY0314
 PY0314                         *CURRENT SURVEY CONTROL
 PY0314  ___________________________________________________________________
 PY0314* NAD 83(1986)-  44 48 52.     (N)    111 15 21.     (W)     SCALED    
 PY0314* NAVD 88     -      2006.784  (meters)    6583.92   (feet)  POSTED    
 PY0314  ___________________________________________________________________
 PY0314  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY0314  DYNAMIC HT  -        2005.710 (meters)    6580.40  (feet)  COMP
 PY0314  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 PY0314
 PY0314  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PY0314
 PY0314.The horizontal coordinates were scaled from a topographic map and have
 PY0314.an estimated accuracy of +/- 6 seconds.
 PY0314
 PY0314.The orthometric height was determined by differential leveling
 PY0314.and adjusted by the National Geodetic Survey in 1992..
 PY0314.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PY0314.rate of 2.1 thru 3.0 mm/km.
 PY0314
 PY0314.The geoid height was determined by GEOID03.
 PY0314
 PY0314.The dynamic height is computed by dividing the NAVD 88
 PY0314.geopotential number by the normal gravity value computed on the
 PY0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0314.degrees latitude (g = 980.6199 gals.).
 PY0314
 PY0314.The modeled gravity was interpolated from observed gravity values.
 PY0314
 PY0314;                    North         East    Units  Estimated Accuracy
 PY0314;SPC MT       -    64,300.      461,110.      MT  (+/- 180 meters Scaled)
 PY0314
 PY0314                          SUPERSEDED SURVEY CONTROL
 PY0314
 PY0314  NGVD 29 (??/??/92) 2005.26   (m)         6578.9    (f) COMPUTED    1 2
 PY0314
 PY0314.Superseded values are not recommended for survey control.
 PY0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0314.See file dsdata.txt to determine how the superseded data were derived.
 PY0314
 PY0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ797623(NAD 83)
 PY0314_MARKER: DD = SURVEY DISK
 PY0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0314_STAMPING: 45 D 73 33 821+56.2 6596.81
 PY0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0314+STABILITY: SURFACE MOTION
 PY0314
 PY0314  HISTORY     - Date     Condition        Report By
 PY0314  HISTORY     - UNK      MONUMENTED       BPR
 PY0314  HISTORY     - 1959     GOOD             NGS
 PY0314
 PY0314                          STATION DESCRIPTION
 PY0314
 PY0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0314'5.4 MI SE FROM HEBGEN DAM.
 PY0314'ABOUT 5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0314'SECTION 4, R 4 E, T 12 S, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 PY0314'HIGHWAY, ABOUT 200 FEET NORTHWEST OF A CURVE IN THE HIGHWAY, 1.3 FEET
 PY0314'NORTHEAST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE
 PY0314'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0315 ***********************************************************************
 PY0315  DESIGNATION -  45 D 73 STA 821+56 RST
 PY0315  PID         -  PY0315
 PY0315  STATE/COUNTY-  MT/GALLATIN
 PY0315  USGS QUAD   -  HEBGEN DAM (1988)
 PY0315
 PY0315                         *CURRENT SURVEY CONTROL
 PY0315  ___________________________________________________________________
 PY0315* NAD 83(1986)-  44 48 52.     (N)    111 15 21.     (W)     SCALED    
 PY0315* NAVD 88     -      2004.823  (meters)    6577.49   (feet)  ADJUSTED  
 PY0315  ___________________________________________________________________
 PY0315  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY0315  DYNAMIC HT  -        2003.751 (meters)    6573.97  (feet)  COMP
 PY0315  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 PY0315
 PY0315  VERT ORDER  -  FIRST     CLASS II
 PY0315
 PY0315.The horizontal coordinates were scaled from a topographic map and have
 PY0315.an estimated accuracy of +/- 6 seconds.
 PY0315
 PY0315.The orthometric height was determined by differential leveling
 PY0315.and adjusted by the National Geodetic Survey in June 1991..
 PY0315
 PY0315.The geoid height was determined by GEOID03.
 PY0315
 PY0315.The dynamic height is computed by dividing the NAVD 88
 PY0315.geopotential number by the normal gravity value computed on the
 PY0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0315.degrees latitude (g = 980.6199 gals.).
 PY0315
 PY0315.The modeled gravity was interpolated from observed gravity values.
 PY0315
 PY0315;                    North         East    Units  Estimated Accuracy
 PY0315;SPC MT       -    64,300.      461,110.      MT  (+/- 180 meters Scaled)
 PY0315
 PY0315                          SUPERSEDED SURVEY CONTROL
 PY0315
 PY0315  NGVD 29 (08/20/92) 2003.603  (m)         6573.49   (f) ADJUSTED    1 2
 PY0315
 PY0315.Superseded values are not recommended for survey control.
 PY0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0315.See file dsdata.txt to determine how the superseded data were derived.
 PY0315
 PY0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ797623(NAD 83)
 PY0315_MARKER: DD = SURVEY DISK
 PY0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0315_SP_SET: CONCRETE POST
 PY0315_STAMPING: 45 D 73 BPR RESET 1964
 PY0315_MARK LOGO: CGS   
 PY0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0315+STABILITY: SURFACE MOTION
 PY0315
 PY0315  HISTORY     - Date     Condition        Report By
 PY0315  HISTORY     - 1964     MONUMENTED       CGS
 PY0315  HISTORY     - 1987     GOOD             NGS
 PY0315
 PY0315                          STATION DESCRIPTION
 PY0315
 PY0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0315'16.4 MI NW FROM WEST YELLOWSTONE.
 PY0315'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0315'CANYON STREET (WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0315'OFFICE), THENCE 8.0 MILES NORTHWEST ALONG SECONDARY 499, ABOUT 0.1
 PY0315'MILE SOUTHEAST OF THE HEBGEN LAKE LODGE, 106 FEET NORTHWEST OF A TRACK
 PY0315'ROAD, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET WEST
 PY0315'OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE
 PY0315'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PY0315
 PY0315                          STATION RECOVERY (1987)
 PY0315
 PY0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0315'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.6 KM (15.90
 PY0315'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0315'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0306 ***********************************************************************
 PY0306  DESIGNATION -  45 D 91
 PY0306  PID         -  PY0306
 PY0306  STATE/COUNTY-  MT/GALLATIN
 PY0306  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0306
 PY0306                         *CURRENT SURVEY CONTROL
 PY0306  ___________________________________________________________________
 PY0306* NAD 83(1986)-  44 48 15.     (N)    111 11 46.     (W)     SCALED    
 PY0306* NAVD 88     -      2012.001  (meters)    6601.04   (feet)  POSTED    
 PY0306  ___________________________________________________________________
 PY0306  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0306  DYNAMIC HT  -        2010.890 (meters)    6597.39  (feet)  COMP
 PY0306  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 PY0306
 PY0306  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PY0306
 PY0306.The horizontal coordinates were scaled from a topographic map and have
 PY0306.an estimated accuracy of +/- 6 seconds.
 PY0306
 PY0306.The orthometric height was determined by differential leveling
 PY0306.and adjusted by the National Geodetic Survey in 1992..
 PY0306.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PY0306.rate of 2.1 thru 3.0 mm/km.
 PY0306
 PY0306.The geoid height was determined by GEOID03.
 PY0306
 PY0306.The dynamic height is computed by dividing the NAVD 88
 PY0306.geopotential number by the normal gravity value computed on the
 PY0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0306.degrees latitude (g = 980.6199 gals.).
 PY0306
 PY0306.The modeled gravity was interpolated from observed gravity values.
 PY0306
 PY0306;                    North         East    Units  Estimated Accuracy
 PY0306;SPC MT       -    63,050.      465,810.      MT  (+/- 180 meters Scaled)
 PY0306
 PY0306                          SUPERSEDED SURVEY CONTROL
 PY0306
 PY0306  NGVD 29 (??/??/92) 2010.43   (m)         6595.9    (f) COMPUTED    1 2
 PY0306
 PY0306.Superseded values are not recommended for survey control.
 PY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0306.See file dsdata.txt to determine how the superseded data were derived.
 PY0306
 PY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ844612(NAD 83)
 PY0306_MARKER: DD = SURVEY DISK
 PY0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0306_STAMPING: 45 D 91 33 1007+00 6609.77
 PY0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0306+STABILITY: SURFACE MOTION
 PY0306
 PY0306  HISTORY     - Date     Condition        Report By
 PY0306  HISTORY     - UNK      MONUMENTED       BPR
 PY0306  HISTORY     - 1959     GOOD             NGS
 PY0306
 PY0306                          STATION DESCRIPTION
 PY0306
 PY0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0306'12.95 MI N FROM WEST YELLOWSTONE.
 PY0306'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0306'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 4.45 MILES WEST
 PY0306'ALONG STATE HIGHWAY 287, IN SECTION 11, R 4 E, T 12 S, 40 FEET NORTH
 PY0306'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE WEST OF THE JUNCTION
 PY0306'OF A ROAD LEADING NORTH, 6 INCHES SOUTH OF A RIGHT OF WAY FENCE, ABOUT
 PY0306'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PY0306'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0307 ***********************************************************************
 PY0307  DESIGNATION -  45 D 91 STA 1007+00 RST
 PY0307  PID         -  PY0307
 PY0307  STATE/COUNTY-  MT/GALLATIN
 PY0307  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0307
 PY0307                         *CURRENT SURVEY CONTROL
 PY0307  ___________________________________________________________________
 PY0307* NAD 83(1986)-  44 48 14.     (N)    111 11 47.     (W)     SCALED    
 PY0307* NAVD 88     -      2010.755  (meters)    6596.95   (feet)  ADJUSTED  
 PY0307  ___________________________________________________________________
 PY0307  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0307  DYNAMIC HT  -        2009.649 (meters)    6593.32  (feet)  COMP
 PY0307  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 PY0307
 PY0307  VERT ORDER  -  FIRST     CLASS II
 PY0307
 PY0307.The horizontal coordinates were scaled from a topographic map and have
 PY0307.an estimated accuracy of +/- 6 seconds.
 PY0307
 PY0307.The orthometric height was determined by differential leveling
 PY0307.and adjusted by the National Geodetic Survey in June 1991..
 PY0307
 PY0307.The geoid height was determined by GEOID03.
 PY0307
 PY0307.The dynamic height is computed by dividing the NAVD 88
 PY0307.geopotential number by the normal gravity value computed on the
 PY0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0307.degrees latitude (g = 980.6199 gals.).
 PY0307
 PY0307.The modeled gravity was interpolated from observed gravity values.
 PY0307
 PY0307;                    North         East    Units  Estimated Accuracy
 PY0307;SPC MT       -    63,020.      465,780.      MT  (+/- 180 meters Scaled)
 PY0307
 PY0307                          SUPERSEDED SURVEY CONTROL
 PY0307
 PY0307  NGVD 29 (08/20/92) 2009.509  (m)         6592.86   (f) ADJUSTED    1 2
 PY0307
 PY0307.Superseded values are not recommended for survey control.
 PY0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0307.See file dsdata.txt to determine how the superseded data were derived.
 PY0307
 PY0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ844611(NAD 83)
 PY0307_MARKER: DD = SURVEY DISK
 PY0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0307_SP_SET: HEADWALL
 PY0307_STAMPING: 45 D 91 BPR RESET 1964
 PY0307_MARK LOGO: CGS   
 PY0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0307+STABILITY: SURFACE MOTION
 PY0307
 PY0307  HISTORY     - Date     Condition        Report By
 PY0307  HISTORY     - 1964     MONUMENTED       CGS
 PY0307  HISTORY     - 1987     GOOD             NGS
 PY0307
 PY0307                          STATION DESCRIPTION
 PY0307
 PY0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0307'13.0 MI N FROM WEST YELLOWSTONE.
 PY0307'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0307'CANYON STREET (WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0307'OFFICE), THENCE 4.6 MILES NORTHWEST ALONG SECONDARY 499 TO A CULVERT
 PY0307'AT RED CANYON CREEK, 350 FEET EAST OF A DRIVEWAY TO THE RED CREEK
 PY0307'RANCH, 12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 PY0307'WEST OF THE EAST END OF THE HEADWALL AND SET IN THE TOP OF THE NORTH
 PY0307'CONCRETE HEADWALL OF AN 8 BY 8 FOOT BOX CULVERT.
 PY0307
 PY0307                          STATION RECOVERY (1987)
 PY0307
 PY0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0307'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.8 KM (12.90
 PY0307'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0307'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0303 ***********************************************************************
 PY0303  DESIGNATION -  45 D 92 STA 1031+50
 PY0303  PID         -  PY0303
 PY0303  STATE/COUNTY-  MT/GALLATIN
 PY0303  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0303
 PY0303                         *CURRENT SURVEY CONTROL
 PY0303  ___________________________________________________________________
 PY0303* NAD 83(1986)-  44 48 13.     (N)    111 11 16.     (W)     SCALED    
 PY0303* NAVD 88     -      2006.549  (meters)    6583.15   (feet)  ADJUSTED  
 PY0303  ___________________________________________________________________
 PY0303  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0303  DYNAMIC HT  -        2005.447 (meters)    6579.54  (feet)  COMP
 PY0303  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 PY0303
 PY0303  VERT ORDER  -  FIRST     CLASS II
 PY0303
 PY0303.The horizontal coordinates were scaled from a topographic map and have
 PY0303.an estimated accuracy of +/- 6 seconds.
 PY0303
 PY0303.The orthometric height was determined by differential leveling
 PY0303.and adjusted by the National Geodetic Survey in June 1991..
 PY0303
 PY0303.The geoid height was determined by GEOID03.
 PY0303
 PY0303.The dynamic height is computed by dividing the NAVD 88
 PY0303.geopotential number by the normal gravity value computed on the
 PY0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0303.degrees latitude (g = 980.6199 gals.).
 PY0303
 PY0303.The modeled gravity was interpolated from observed gravity values.
 PY0303
 PY0303;                    North         East    Units  Estimated Accuracy
 PY0303;SPC MT       -    62,980.      466,460.      MT  (+/- 180 meters Scaled)
 PY0303
 PY0303                          SUPERSEDED SURVEY CONTROL
 PY0303
 PY0303  NGVD 29 (08/20/92) 2005.305  (m)         6579.07   (f) ADJUSTED    1 2
 PY0303
 PY0303.Superseded values are not recommended for survey control.
 PY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0303.See file dsdata.txt to determine how the superseded data were derived.
 PY0303
 PY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ851611(NAD 83)
 PY0303_MARKER: DD = SURVEY DISK
 PY0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0303_SP_SET: CONCRETE POST
 PY0303_STAMPING: 45 D 92 33 1031+50 6593.28
 PY0303_MARK LOGO: BPR   
 PY0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0303+STABILITY: SURFACE MOTION
 PY0303
 PY0303  HISTORY     - Date     Condition        Report By
 PY0303  HISTORY     - UNK      MONUMENTED       BPR
 PY0303  HISTORY     - 1959     GOOD             NGS
 PY0303  HISTORY     - 1987     GOOD             NGS
 PY0303
 PY0303                          STATION DESCRIPTION
 PY0303
 PY0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0303'12.5 MI N FROM WEST YELLOWSTONE.
 PY0303'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0303'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 4.0 MILES WEST
 PY0303'ALONG STATE HIGHWAY 287, IN SECTION 12, R 4 E, T 12 S, 40 FEET SOUTH
 PY0303'OF THE CENTER LINE OF THE HIGHWAY, 6 INCHES NORTH OF A FENCE, ABOUT
 PY0303'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 PY0303'INCHES.
 PY0303
 PY0303                          STATION RECOVERY (1987)
 PY0303
 PY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0303'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.9 KM (12.35
 PY0303'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0303'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0301 ***********************************************************************
 PY0301  DESIGNATION -  45 D 93
 PY0301  PID         -  PY0301
 PY0301  STATE/COUNTY-  MT/GALLATIN
 PY0301  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0301
 PY0301                         *CURRENT SURVEY CONTROL
 PY0301  ___________________________________________________________________
 PY0301* NAD 83(1986)-  44 48 14.     (N)    111 11 15.     (W)     SCALED    
 PY0301* NAVD 88     -      2007.051  (meters)    6584.80   (feet)  POSTED    
 PY0301  ___________________________________________________________________
 PY0301  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0301  DYNAMIC HT  -        2005.950 (meters)    6581.19  (feet)  COMP
 PY0301  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 PY0301
 PY0301  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0301
 PY0301.The horizontal coordinates were scaled from a topographic map and have
 PY0301.an estimated accuracy of +/- 6 seconds.
 PY0301
 PY0301.The orthometric height was determined by differential leveling
 PY0301.and adjusted by the National Geodetic Survey in 1992..
 PY0301.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0301.rate of 0.0 thru 1.0 mm/km.
 PY0301
 PY0301.The geoid height was determined by GEOID03.
 PY0301
 PY0301.The dynamic height is computed by dividing the NAVD 88
 PY0301.geopotential number by the normal gravity value computed on the
 PY0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0301.degrees latitude (g = 980.6199 gals.).
 PY0301
 PY0301.The modeled gravity was interpolated from observed gravity values.
 PY0301
 PY0301;                    North         East    Units  Estimated Accuracy
 PY0301;SPC MT       -    63,010.      466,490.      MT  (+/- 180 meters Scaled)
 PY0301
 PY0301                          SUPERSEDED SURVEY CONTROL
 PY0301
 PY0301  NGVD 29 (??/??/92) 2005.48   (m)         6579.6    (f) COMPUTED    1 2
 PY0301
 PY0301.Superseded values are not recommended for survey control.
 PY0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0301.See file dsdata.txt to determine how the superseded data were derived.
 PY0301
 PY0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ851611(NAD 83)
 PY0301_MARKER: DD = SURVEY DISK
 PY0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0301_STAMPING: 45 D 93 33 1031+50 6595.05
 PY0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0301+STABILITY: SURFACE MOTION
 PY0301
 PY0301  HISTORY     - Date     Condition        Report By
 PY0301  HISTORY     - UNK      MONUMENTED       BPR
 PY0301  HISTORY     - 1959     GOOD             NGS
 PY0301
 PY0301                          STATION DESCRIPTION
 PY0301
 PY0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0301'12.5 MI N FROM WEST YELLOWSTONE.
 PY0301'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0301'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 4.0 MILES WEST
 PY0301'ALONG STATE HIGHWAY 287, IN SECTION 12, R 4 E, T 12 S, 40 FEET NORTH
 PY0301'OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTH OF A FENCE, 0.8
 PY0301'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 PY0301'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0302 ***********************************************************************
 PY0302  DESIGNATION -  45 D 93 STA 1031+50 RST
 PY0302  PID         -  PY0302
 PY0302  STATE/COUNTY-  MT/GALLATIN
 PY0302  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0302
 PY0302                         *CURRENT SURVEY CONTROL
 PY0302  ___________________________________________________________________
 PY0302* NAD 83(1986)-  44 48 14.     (N)    111 11 15.     (W)     SCALED    
 PY0302* NAVD 88     -      2007.120  (meters)    6585.03   (feet)  ADJUSTED  
 PY0302  ___________________________________________________________________
 PY0302  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0302  DYNAMIC HT  -        2006.018 (meters)    6581.41  (feet)  COMP
 PY0302  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 PY0302
 PY0302  VERT ORDER  -  FIRST     CLASS II
 PY0302
 PY0302.The horizontal coordinates were scaled from a topographic map and have
 PY0302.an estimated accuracy of +/- 6 seconds.
 PY0302
 PY0302.The orthometric height was determined by differential leveling
 PY0302.and adjusted by the National Geodetic Survey in June 1991..
 PY0302
 PY0302.The geoid height was determined by GEOID03.
 PY0302
 PY0302.The dynamic height is computed by dividing the NAVD 88
 PY0302.geopotential number by the normal gravity value computed on the
 PY0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0302.degrees latitude (g = 980.6199 gals.).
 PY0302
 PY0302.The modeled gravity was interpolated from observed gravity values.
 PY0302
 PY0302;                    North         East    Units  Estimated Accuracy
 PY0302;SPC MT       -    63,010.      466,490.      MT  (+/- 180 meters Scaled)
 PY0302
 PY0302                          SUPERSEDED SURVEY CONTROL
 PY0302
 PY0302  NGVD 29 (08/20/92) 2005.876  (m)         6580.94   (f) ADJUSTED    1 2
 PY0302
 PY0302.Superseded values are not recommended for survey control.
 PY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0302.See file dsdata.txt to determine how the superseded data were derived.
 PY0302
 PY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ851611(NAD 83)
 PY0302_MARKER: DD = SURVEY DISK
 PY0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0302_SP_SET: CONCRETE POST
 PY0302_STAMPING: 45 D 93 BPR RESET 1964
 PY0302_MARK LOGO: CGS   
 PY0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0302+STABILITY: SURFACE MOTION
 PY0302
 PY0302  HISTORY     - Date     Condition        Report By
 PY0302  HISTORY     - 1964     MONUMENTED       CGS
 PY0302  HISTORY     - 1987     GOOD             NGS
 PY0302
 PY0302                          STATION DESCRIPTION
 PY0302
 PY0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0302'12.4 MI N FROM WEST YELLOWSTONE.
 PY0302'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0302'CANYON STREET (WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0302'OFFICE), THENCE 4.0 MILES NORTHWEST ALONG SECONDARY 499, 100 FEET
 PY0302'NORTH AND ACROSS THE HIGHWAY FROM BENCH MARK 45 D 92 (USBPR), 60 FEET
 PY0302'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET WEST OF A METAL
 PY0302'WITNESS POST, 1 FOOT SOUTH OF A BOARD FENCE AND SET IN THE TOP OF A
 PY0302'CONCRETE POST PROJECTING 8 INCHES.
 PY0302
 PY0302                          STATION RECOVERY (1987)
 PY0302
 PY0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0302'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.9 KM (12.35
 PY0302'MI) NORTHERLY ALONG STATE HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0302'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0300 ***********************************************************************
 PY0300  DESIGNATION -  45 D 96 STA 1069+99
 PY0300  PID         -  PY0300
 PY0300  STATE/COUNTY-  MT/GALLATIN
 PY0300  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0300
 PY0300                         *CURRENT SURVEY CONTROL
 PY0300  ___________________________________________________________________
 PY0300* NAD 83(1986)-  44 48 10.     (N)    111 10 19.     (W)     SCALED    
 PY0300* NAVD 88     -      2010.713  (meters)    6596.81   (feet)  ADJUSTED  
 PY0300  ___________________________________________________________________
 PY0300  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0300  DYNAMIC HT  -        2009.621 (meters)    6593.23  (feet)  COMP
 PY0300  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 PY0300
 PY0300  VERT ORDER  -  FIRST     CLASS II
 PY0300
 PY0300.The horizontal coordinates were scaled from a topographic map and have
 PY0300.an estimated accuracy of +/- 6 seconds.
 PY0300
 PY0300.The orthometric height was determined by differential leveling
 PY0300.and adjusted by the National Geodetic Survey in June 1991..
 PY0300
 PY0300.The geoid height was determined by GEOID03.
 PY0300
 PY0300.The dynamic height is computed by dividing the NAVD 88
 PY0300.geopotential number by the normal gravity value computed on the
 PY0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0300.degrees latitude (g = 980.6199 gals.).
 PY0300
 PY0300.The modeled gravity was interpolated from observed gravity values.
 PY0300
 PY0300;                    North         East    Units  Estimated Accuracy
 PY0300;SPC MT       -    62,860.      467,720.      MT  (+/- 180 meters Scaled)
 PY0300
 PY0300                          SUPERSEDED SURVEY CONTROL
 PY0300
 PY0300  NGVD 29 (08/20/92) 2009.483  (m)         6592.78   (f) ADJUSTED    1 2
 PY0300
 PY0300.Superseded values are not recommended for survey control.
 PY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0300.See file dsdata.txt to determine how the superseded data were derived.
 PY0300
 PY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ864610(NAD 83)
 PY0300_MARKER: DD = SURVEY DISK
 PY0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0300_SP_SET: CONCRETE POST
 PY0300_STAMPING: 45 D 96 33 1069+99 6599.57
 PY0300_MARK LOGO: BPR   
 PY0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0300+STABILITY: SURFACE MOTION
 PY0300
 PY0300  HISTORY     - Date     Condition        Report By
 PY0300  HISTORY     - UNK      MONUMENTED       BPR
 PY0300  HISTORY     - 1959     GOOD             NGS
 PY0300  HISTORY     - 1987     GOOD             NGS
 PY0300
 PY0300                          STATION DESCRIPTION
 PY0300
 PY0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0300'11.75 MI N FROM WEST YELLOWSTONE.
 PY0300'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0300'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 3.25 MILES WEST
 PY0300'ALONG STATE HIGHWAY 287, IN SECTION 7, R 5 E, T 12 S, 52 FEET SOUTH OF
 PY0300'THE CENTER LINE OF THE HIGHWAY, AT THE WEST END OF A CUT, 4 FEET NORTH
 PY0300'OF A RIGHT OF WAY FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 PY0300'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PY0300
 PY0300                          STATION RECOVERY (1987)
 PY0300
 PY0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0300'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.7 KM (11.60
 PY0300'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0300'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0298 ***********************************************************************
 PY0298  DESIGNATION -  45 D 97
 PY0298  PID         -  PY0298
 PY0298  STATE/COUNTY-  MT/GALLATIN
 PY0298  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0298
 PY0298                         *CURRENT SURVEY CONTROL
 PY0298  ___________________________________________________________________
 PY0298* NAD 83(1986)-  44 48 12.     (N)    111 10 19.     (W)     SCALED    
 PY0298* NAVD 88     -      2012.299  (meters)    6602.02   (feet)  POSTED    
 PY0298  ___________________________________________________________________
 PY0298  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0298  DYNAMIC HT  -        2011.210 (meters)    6598.44  (feet)  COMP
 PY0298  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 PY0298
 PY0298  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0298
 PY0298.The horizontal coordinates were scaled from a topographic map and have
 PY0298.an estimated accuracy of +/- 6 seconds.
 PY0298
 PY0298.The orthometric height was determined by differential leveling
 PY0298.and adjusted by the National Geodetic Survey in 1992..
 PY0298.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0298.rate of 0.0 thru 1.0 mm/km.
 PY0298
 PY0298.The geoid height was determined by GEOID03.
 PY0298
 PY0298.The dynamic height is computed by dividing the NAVD 88
 PY0298.geopotential number by the normal gravity value computed on the
 PY0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0298.degrees latitude (g = 980.6199 gals.).
 PY0298
 PY0298.The modeled gravity was interpolated from observed gravity values.
 PY0298
 PY0298;                    North         East    Units  Estimated Accuracy
 PY0298;SPC MT       -    62,920.      467,720.      MT  (+/- 180 meters Scaled)
 PY0298
 PY0298                          SUPERSEDED SURVEY CONTROL
 PY0298
 PY0298  NGVD 29 (??/??/92) 2010.74   (m)         6596.9    (f) COMPUTED    1 2
 PY0298
 PY0298.Superseded values are not recommended for survey control.
 PY0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0298.See file dsdata.txt to determine how the superseded data were derived.
 PY0298
 PY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ864611(NAD 83)
 PY0298_MARKER: DD = SURVEY DISK
 PY0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0298_STAMPING: 45 D 97 33 1069+99 6603.77
 PY0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0298+STABILITY: SURFACE MOTION
 PY0298
 PY0298  HISTORY     - Date     Condition        Report By
 PY0298  HISTORY     - UNK      MONUMENTED       BPR
 PY0298  HISTORY     - 1959     GOOD             NGS
 PY0298  HISTORY     - 1980     GOOD             USGS
 PY0298
 PY0298                          STATION DESCRIPTION
 PY0298
 PY0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0298'11.75 MI N FROM WEST YELLOWSTONE.
 PY0298'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0298'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 3.25 MILES WEST
 PY0298'ALONG STATE HIGHWAY 287, IN SECTION 7, R 5 E, T 12 S, 58 FEET NORTH OF
 PY0298'THE CENTER LINE OF THE HIGHWAY, AT THE WEST END OF A CUT, 23 FEET
 PY0298'SOUTH OF A RIGHT OF WAY FENCE, 0.7 FOOT SOUTH OF A METAL WITNESS POST,
 PY0298'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 PY0298'PROJECTING 6 INCHES.
 PY0298
 PY0298                          STATION RECOVERY (1980)
 PY0298
 PY0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0298'ABOUT 8.5 MILES NORTH OF WEST YELLOWSTONE, MONTANA TO THE JUNCTION OF
 PY0298'US HIGHWAY US HIGHWAYS 191 AND 287, THENCE 3.3 MILES NORTHWEST ALONG
 PY0298'US HIGHWAY 287, 130 FEET NORTH OF AND ACROSS THE HIGHWAY FROM BENCH
 PY0298'MARK 45 D 96 (USBPR), 74 FEET NORTH OF THE CENTER LINE OF THE
 PY0298'HIGHWAY, 63 FEET SOUTH OF AN EAST-WEST FENCE LINE, 1.5 FEET NORTHEAST
 PY0298'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 PY0298'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0299 ***********************************************************************
 PY0299  DESIGNATION -  45 D 97 STA 1069+99 RST
 PY0299  PID         -  PY0299
 PY0299  STATE/COUNTY-  MT/GALLATIN
 PY0299  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0299
 PY0299                         *CURRENT SURVEY CONTROL
 PY0299  ___________________________________________________________________
 PY0299* NAD 83(1986)-  44 48 12.     (N)    111 10 20.     (W)     SCALED    
 PY0299* NAVD 88     -      2012.339  (meters)    6602.15   (feet)  ADJUSTED  
 PY0299  ___________________________________________________________________
 PY0299  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0299  DYNAMIC HT  -        2011.247 (meters)    6598.57  (feet)  COMP
 PY0299  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 PY0299
 PY0299  VERT ORDER  -  FIRST     CLASS II
 PY0299
 PY0299.The horizontal coordinates were scaled from a topographic map and have
 PY0299.an estimated accuracy of +/- 6 seconds.
 PY0299
 PY0299.The orthometric height was determined by differential leveling
 PY0299.and adjusted by the National Geodetic Survey in June 1991..
 PY0299
 PY0299.The geoid height was determined by GEOID03.
 PY0299
 PY0299.The dynamic height is computed by dividing the NAVD 88
 PY0299.geopotential number by the normal gravity value computed on the
 PY0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0299.degrees latitude (g = 980.6199 gals.).
 PY0299
 PY0299.The modeled gravity was interpolated from observed gravity values.
 PY0299
 PY0299;                    North         East    Units  Estimated Accuracy
 PY0299;SPC MT       -    62,920.      467,690.      MT  (+/- 180 meters Scaled)
 PY0299
 PY0299                          SUPERSEDED SURVEY CONTROL
 PY0299
 PY0299  NGVD 29 (08/20/92) 2011.110  (m)         6598.12   (f) ADJUSTED    1 2
 PY0299
 PY0299.Superseded values are not recommended for survey control.
 PY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0299.See file dsdata.txt to determine how the superseded data were derived.
 PY0299
 PY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ863611(NAD 83)
 PY0299_MARKER: DD = SURVEY DISK
 PY0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0299_SP_SET: CONCRETE POST
 PY0299_STAMPING: 45 D 97 BPR RESET 1964
 PY0299_MARK LOGO: CGS   
 PY0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0299+STABILITY: SURFACE MOTION
 PY0299
 PY0299  HISTORY     - Date     Condition        Report By
 PY0299  HISTORY     - 1964     MONUMENTED       CGS
 PY0299  HISTORY     - 1987     GOOD             NGS
 PY0299
 PY0299                          STATION DESCRIPTION
 PY0299
 PY0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0299'11.7 MI N FROM WEST YELLOWSTONE.
 PY0299'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0299'CANYON STREET (WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0299'OFFICE), THENCE 3.3 MILES NORTHWEST ALONG SECONDARY 499, 130 FEET
 PY0299'NORTH OF AND ACROSS THE HIGHWAY FROM BENCH MARK 45 D 96 (USBPR), 74
 PY0299'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 63 FEET SOUTH OF AN
 PY0299'EAST-WEST FENCE LINE, 50 FEET SOUTHEAST OF A TELEPHONE POLE WITH A
 PY0299'WIRE BRACE, 1 1/2 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN
 PY0299'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PY0299
 PY0299                          STATION RECOVERY (1987)
 PY0299
 PY0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0299'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.7 KM (11.60
 PY0299'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0299'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0296 ***********************************************************************
 PY0296  DESIGNATION -  45 D 98 STA 1113+00
 PY0296  PID         -  PY0296
 PY0296  STATE/COUNTY-  MT/GALLATIN
 PY0296  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0296
 PY0296                         *CURRENT SURVEY CONTROL
 PY0296  ___________________________________________________________________
 PY0296* NAD 83(1986)-  44 47 52.     (N)    111 09 25.     (W)     SCALED    
 PY0296* NAVD 88     -      2010.575  (meters)    6596.36   (feet)  POSTED    
 PY0296  ___________________________________________________________________
 PY0296  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY0296  DYNAMIC HT  -        2009.480 (meters)    6592.77  (feet)  COMP
 PY0296  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 PY0296
 PY0296  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0296
 PY0296.The horizontal coordinates were scaled from a topographic map and have
 PY0296.an estimated accuracy of +/- 6 seconds.
 PY0296
 PY0296.The orthometric height was determined by differential leveling
 PY0296.and adjusted by the National Geodetic Survey in 1992..
 PY0296.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0296.rate of 0.0 thru 1.0 mm/km.
 PY0296
 PY0296.The geoid height was determined by GEOID03.
 PY0296
 PY0296.The dynamic height is computed by dividing the NAVD 88
 PY0296.geopotential number by the normal gravity value computed on the
 PY0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0296.degrees latitude (g = 980.6199 gals.).
 PY0296
 PY0296.The modeled gravity was interpolated from observed gravity values.
 PY0296
 PY0296;                    North         East    Units  Estimated Accuracy
 PY0296;SPC MT       -    62,280.      468,890.      MT  (+/- 180 meters Scaled)
 PY0296
 PY0296                          SUPERSEDED SURVEY CONTROL
 PY0296
 PY0296  NGVD 29 (??/??/92) 2009.013  (m)         6591.24   (f) ADJ UNCH    1 2
 PY0296
 PY0296.Superseded values are not recommended for survey control.
 PY0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0296.See file dsdata.txt to determine how the superseded data were derived.
 PY0296
 PY0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ875604(NAD 83)
 PY0296_MARKER: DD = SURVEY DISK
 PY0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0296_STAMPING: 45 D 98 33 1113+00 6607.16
 PY0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0296+STABILITY: SURFACE MOTION
 PY0296
 PY0296  HISTORY     - Date     Condition        Report By
 PY0296  HISTORY     - UNK      MONUMENTED       BPR
 PY0296  HISTORY     - 1959     GOOD             NGS
 PY0296  HISTORY     - 1980     MARK NOT FOUND   USGS
 PY0296  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0296
 PY0296                          STATION DESCRIPTION
 PY0296
 PY0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0296'10.9 MI N FROM WEST YELLOWSTONE.
 PY0296'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0296'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 2.4 MILES WEST
 PY0296'ALONG STATE HIGHWAY 287, IN SECTION 17, R 5 E, T 12 S, 67 FEET SOUTH
 PY0296'OF THE CENTER LINE OF THE HIGHWAY, AT THE TOP OF A HILL, ABOUT 0.25
 PY0296'MILE WEST OF THE BRIDGE OVER GRAYLING CREEK, 21 FEET SOUTHWEST OF THE
 PY0296'MOST SOUTHERLY ONE OF THREE LARGE BOULDERS, ABOUT 8 FEET BELOW THE
 PY0296'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PY0296'INCHES.
 PY0296
 PY0296                          STATION RECOVERY (1980)
 PY0296
 PY0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0296'MARK NOT FOUND.
 PY0296
 PY0296                          STATION RECOVERY (1987)
 PY0296
 PY0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0296'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0297 ***********************************************************************
 PY0297  DESIGNATION -  45 D 99 STA 1113+00
 PY0297  PID         -  PY0297
 PY0297  STATE/COUNTY-  MT/GALLATIN
 PY0297  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0297
 PY0297                         *CURRENT SURVEY CONTROL
 PY0297  ___________________________________________________________________
 PY0297* NAD 83(1986)-  44 47 54.     (N)    111 09 24.     (W)     SCALED    
 PY0297* NAVD 88     -      2015.156  (meters)    6611.39   (feet)  ADJUSTED  
 PY0297  ___________________________________________________________________
 PY0297  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY0297  DYNAMIC HT  -        2014.054 (meters)    6607.78  (feet)  COMP
 PY0297  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 PY0297
 PY0297  VERT ORDER  -  FIRST     CLASS II
 PY0297
 PY0297.The horizontal coordinates were scaled from a topographic map and have
 PY0297.an estimated accuracy of +/- 6 seconds.
 PY0297
 PY0297.The orthometric height was determined by differential leveling
 PY0297.and adjusted by the National Geodetic Survey in June 1991..
 PY0297
 PY0297.The geoid height was determined by GEOID03.
 PY0297
 PY0297.The dynamic height is computed by dividing the NAVD 88
 PY0297.geopotential number by the normal gravity value computed on the
 PY0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0297.degrees latitude (g = 980.6199 gals.).
 PY0297
 PY0297.The modeled gravity was interpolated from observed gravity values.
 PY0297
 PY0297;                    North         East    Units  Estimated Accuracy
 PY0297;SPC MT       -    62,340.      468,910.      MT  (+/- 180 meters Scaled)
 PY0297
 PY0297                          SUPERSEDED SURVEY CONTROL
 PY0297
 PY0297  NGVD 29 (08/20/92) 2013.919  (m)         6607.33   (f) ADJUSTED    1 2
 PY0297
 PY0297.Superseded values are not recommended for survey control.
 PY0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0297.See file dsdata.txt to determine how the superseded data were derived.
 PY0297
 PY0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ876605(NAD 83)
 PY0297_MARKER: DD = SURVEY DISK
 PY0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0297_SP_SET: CONCRETE POST
 PY0297_STAMPING: 45 D 99 33 1113+00 6622.56
 PY0297_MARK LOGO: BPR   
 PY0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0297+STABILITY: SURFACE MOTION
 PY0297
 PY0297  HISTORY     - Date     Condition        Report By
 PY0297  HISTORY     - UNK      MONUMENTED       BPR
 PY0297  HISTORY     - 1959     GOOD             NGS
 PY0297  HISTORY     - 1980     GOOD             USGS
 PY0297  HISTORY     - 1987     GOOD             NGS
 PY0297
 PY0297                          STATION DESCRIPTION
 PY0297
 PY0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0297'10.9 MI N FROM WEST YELLOWSTONE.
 PY0297'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0297'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 2.4 MILES WEST
 PY0297'ALONG STATE HIGHWAY 287, IN SECTION 17, R 5 E, T 12 S, 66 FEET NORTH
 PY0297'OF THE CENTER LINE OF THE HIGHWAY, AT THE TOP OF A SMALL HILL, ABOUT
 PY0297'0.25 MILE WEST OF THE BRIDGE OVER GRAYLING CREEK, 1.0 FOOT NORTH OF A
 PY0297'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 PY0297'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 PY0297
 PY0297                          STATION RECOVERY (1980)
 PY0297
 PY0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0297'ABOUT 8.5 MILES NORTH OF WEST YELLOWSTONE, MONTANA TO THE JUNCTION OF
 PY0297'US HIGHWAYS 191 AND 287, THENCE ABOUT 2.4 MILES NORTHWEST ALONG US
 PY0297'HIGHWAY 287, 79 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AT THE
 PY0297'TOP OF A SMALL HILL, ABOUT 0.25 MILES NORTHWEST OF THE BRIDGE OVER
 PY0297'GRAYLING CREEK, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT 5 FEET
 PY0297'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PY0297'PROJECTING 8 INCHES.
 PY0297
 PY0297                          STATION RECOVERY (1987)
 PY0297
 PY0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0297'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.3 KM (10.75
 PY0297'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0297'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0198 ***********************************************************************
 PY0198  DESIGNATION -  45 E1 111 STA 156+47 RST
 PY0198  PID         -  PY0198
 PY0198  STATE/COUNTY-  MT/GALLATIN
 PY0198  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0198
 PY0198                         *CURRENT SURVEY CONTROL
 PY0198  ___________________________________________________________________
 PY0198* NAD 83(1986)-  44 46 25.     (N)    111 06 46.     (W)     SCALED    
 PY0198* NAVD 88     -      2006.046  (meters)    6581.50   (feet)  ADJUSTED  
 PY0198  ___________________________________________________________________
 PY0198  GEOID HEIGHT-          -8.67  (meters)                     GEOID03
 PY0198  DYNAMIC HT  -        2004.932 (meters)    6577.85  (feet)  COMP
 PY0198  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 PY0198
 PY0198  VERT ORDER  -  FIRST     CLASS II
 PY0198
 PY0198.The horizontal coordinates were scaled from a topographic map and have
 PY0198.an estimated accuracy of +/- 6 seconds.
 PY0198
 PY0198.The orthometric height was determined by differential leveling
 PY0198.and adjusted by the National Geodetic Survey in June 1991..
 PY0198
 PY0198.The geoid height was determined by GEOID03.
 PY0198
 PY0198.The dynamic height is computed by dividing the NAVD 88
 PY0198.geopotential number by the normal gravity value computed on the
 PY0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0198.degrees latitude (g = 980.6199 gals.).
 PY0198
 PY0198.The modeled gravity was interpolated from observed gravity values.
 PY0198
 PY0198;                    North         East    Units  Estimated Accuracy
 PY0198;SPC MT       -    59,520.      472,330.      MT  (+/- 180 meters Scaled)
 PY0198
 PY0198                          SUPERSEDED SURVEY CONTROL
 PY0198
 PY0198  NGVD 29 (08/20/92) 2004.798  (m)         6577.41   (f) ADJUSTED    1 2
 PY0198
 PY0198.Superseded values are not recommended for survey control.
 PY0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0198.See file dsdata.txt to determine how the superseded data were derived.
 PY0198
 PY0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ910578(NAD 83)
 PY0198_MARKER: DD = SURVEY DISK
 PY0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0198_SP_SET: CONCRETE POST
 PY0198_STAMPING: 45 E1 111 BPR RESET 1964
 PY0198_MARK LOGO: BPR   
 PY0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0198+STABILITY: SURFACE MOTION
 PY0198
 PY0198  HISTORY     - Date     Condition        Report By
 PY0198  HISTORY     - 1964     MONUMENTED       CGS
 PY0198  HISTORY     - 1987     GOOD             NGS
 PY0198
 PY0198                          STATION DESCRIPTION
 PY0198
 PY0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0198'8.05 MI N FROM WEST YELLOWSTONE.
 PY0198'ABOUT 8.05 MILES NORTH ALONG U. S. HIGHWAY 191 FROM ITS JUNCTION WITH
 PY0198'CANYON STREET (WHICH IS JUST WEST OF THE WEST YELLOWSTONE POST
 PY0198'OFFICE), ABOUT 0.25 MILES NORTH OF A BRIDGE OVER COUGAR CREEK, 160
 PY0198'FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 100 FEET EAST OF
 PY0198'THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTH OF A TRACK ROAD EAST
 PY0198'ALONG THE NORTH END OF A MARSH, 1 FOOT SOUTH OF A METAL WITNESS POST
 PY0198'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PY0198
 PY0198                          STATION RECOVERY (1987)
 PY0198
 PY0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0198'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.2 KM (7.60
 PY0198'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0198'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0199 ***********************************************************************
 PY0199  DESIGNATION -  45 E1 112 STA 168+60
 PY0199  PID         -  PY0199
 PY0199  STATE/COUNTY-  MT/GALLATIN
 PY0199  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0199
 PY0199                         *CURRENT SURVEY CONTROL
 PY0199  ___________________________________________________________________
 PY0199* NAD 83(1986)-  44 46 13.     (N)    111 06 48.     (W)     SCALED    
 PY0199* NAVD 88     -      2001.950  (meters)    6568.06   (feet)  POSTED    
 PY0199  ___________________________________________________________________
 PY0199  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PY0199  DYNAMIC HT  -        2000.840 (meters)    6564.42  (feet)  COMP
 PY0199  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 PY0199
 PY0199  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PY0199
 PY0199.The horizontal coordinates were scaled from a topographic map and have
 PY0199.an estimated accuracy of +/- 6 seconds.
 PY0199
 PY0199.The orthometric height was determined by differential leveling
 PY0199.and adjusted by the National Geodetic Survey in 1992..
 PY0199.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PY0199.rate greater than 8.0 mm/km.
 PY0199
 PY0199.The geoid height was determined by GEOID03.
 PY0199
 PY0199.The dynamic height is computed by dividing the NAVD 88
 PY0199.geopotential number by the normal gravity value computed on the
 PY0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0199.degrees latitude (g = 980.6199 gals.).
 PY0199
 PY0199.The modeled gravity was interpolated from observed gravity values.
 PY0199
 PY0199;                    North         East    Units  Estimated Accuracy
 PY0199;SPC MT       -    59,150.      472,280.      MT  (+/- 180 meters Scaled)
 PY0199
 PY0199                          SUPERSEDED SURVEY CONTROL
 PY0199
 PY0199  NGVD 29 (??/??/92) 2000.361  (m)         6562.85   (f) ADJ UNCH    1 2
 PY0199
 PY0199.Superseded values are not recommended for survey control.
 PY0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0199.See file dsdata.txt to determine how the superseded data were derived.
 PY0199
 PY0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ910574(NAD 83)
 PY0199_MARKER: DD = SURVEY DISK
 PY0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0199_SP_SET: BRIDGE CURB
 PY0199_STAMPING: 45 EI 112 33 168+60 6565.98
 PY0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0199
 PY0199  HISTORY     - Date     Condition        Report By
 PY0199  HISTORY     - UNK      MONUMENTED       BPR
 PY0199  HISTORY     - 1959     GOOD             NGS
 PY0199  HISTORY     - 1980     MARK NOT FOUND   USGS
 PY0199  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0199
 PY0199                          STATION DESCRIPTION
 PY0199
 PY0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0199'7.85 MI N FROM WEST YELLOWSTONE.
 PY0199'ABOUT 7.85 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0199'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 21, R 5 E, T 12 S, AT
 PY0199'THE SOUTH END OF A BRIDGE, IN THE TOP OF THE WEST CONCRETE CURB OF THE
 PY0199'WEST GUARD RAIL, ABOUT LEVEL WITH THE HIGHWAY.
 PY0199
 PY0199                          STATION RECOVERY (1980)
 PY0199
 PY0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0199'MARK NOT FOUND.
 PY0199
 PY0199                          STATION RECOVERY (1987)
 PY0199
 PY0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0199'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0201 ***********************************************************************
 PY0201  DESIGNATION -  45 E1 113 STA 132+85
 PY0201  PID         -  PY0201
 PY0201  STATE/COUNTY-  MT/GALLATIN
 PY0201  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0201
 PY0201                         *CURRENT SURVEY CONTROL
 PY0201  ___________________________________________________________________
 PY0201* NAD 83(1986)-  44 45 59.     (N)    111 06 48.     (W)     SCALED    
 PY0201* NAVD 88     -      2004.998  (meters)    6578.06   (feet)  ADJUSTED  
 PY0201  ___________________________________________________________________
 PY0201  GEOID HEIGHT-          -8.70  (meters)                     GEOID03
 PY0201  DYNAMIC HT  -        2003.884 (meters)    6574.41  (feet)  COMP
 PY0201  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 PY0201
 PY0201  VERT ORDER  -  FIRST     CLASS II
 PY0201
 PY0201.The horizontal coordinates were scaled from a topographic map and have
 PY0201.an estimated accuracy of +/- 6 seconds.
 PY0201
 PY0201.The orthometric height was determined by differential leveling
 PY0201.and adjusted by the National Geodetic Survey in June 1991..
 PY0201
 PY0201.The geoid height was determined by GEOID03.
 PY0201
 PY0201.The dynamic height is computed by dividing the NAVD 88
 PY0201.geopotential number by the normal gravity value computed on the
 PY0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0201.degrees latitude (g = 980.6199 gals.).
 PY0201
 PY0201.The modeled gravity was interpolated from observed gravity values.
 PY0201
 PY0201;                    North         East    Units  Estimated Accuracy
 PY0201;SPC MT       -    58,720.      472,270.      MT  (+/- 180 meters Scaled)
 PY0201
 PY0201                          SUPERSEDED SURVEY CONTROL
 PY0201
 PY0201  NGVD 29 (08/20/92) 2003.751  (m)         6573.97   (f) ADJUSTED    1 2
 PY0201
 PY0201.Superseded values are not recommended for survey control.
 PY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0201.See file dsdata.txt to determine how the superseded data were derived.
 PY0201
 PY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ910570(NAD 83)
 PY0201_MARKER: DD = SURVEY DISK
 PY0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0201_SP_SET: CONCRETE POST
 PY0201_STAMPING: 45 E1 113 33 132+85 6576.20
 PY0201_MARK LOGO: BPR   
 PY0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0201+STABILITY: SURFACE MOTION
 PY0201
 PY0201  HISTORY     - Date     Condition        Report By
 PY0201  HISTORY     - UNK      MONUMENTED       BPR
 PY0201  HISTORY     - 1959     GOOD             NGS
 PY0201  HISTORY     - 1987     GOOD             NGS
 PY0201
 PY0201                          STATION DESCRIPTION
 PY0201
 PY0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0201'7.6 MI N FROM WEST YELLOWSTONE.
 PY0201'ABOUT 7.6 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0201'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 22, R 5 E, T 12 S, 66
 PY0201'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE JUNCTION OF A ROAD
 PY0201'LEADING EAST, IN A SMALL CLEARING, 23 FEET NORTH OF THE CENTER LINE OF
 PY0201'THE ROAD LEADING EAST, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 4
 PY0201'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 PY0201'PROJECTING 4 INCHES.
 PY0201
 PY0201                          STATION RECOVERY (1987)
 PY0201
 PY0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0201'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.4 KM (7.10
 PY0201'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0201'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0200 ***********************************************************************
 PY0200  DESIGNATION -  45 E1 114 STA 182+85
 PY0200  PID         -  PY0200
 PY0200  STATE/COUNTY-  MT/GALLATIN
 PY0200  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0200
 PY0200                         *CURRENT SURVEY CONTROL
 PY0200  ___________________________________________________________________
 PY0200* NAD 83(1986)-  44 45 59.     (N)    111 06 48.     (W)     SCALED    
 PY0200* NAVD 88     -      2005.693  (meters)    6580.34   (feet)  ADJUSTED  
 PY0200  ___________________________________________________________________
 PY0200  GEOID HEIGHT-          -8.70  (meters)                     GEOID03
 PY0200  DYNAMIC HT  -        2004.579 (meters)    6576.69  (feet)  COMP
 PY0200  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 PY0200
 PY0200  VERT ORDER  -  FIRST     CLASS II
 PY0200
 PY0200.The horizontal coordinates were scaled from a topographic map and have
 PY0200.an estimated accuracy of +/- 6 seconds.
 PY0200
 PY0200.The orthometric height was determined by differential leveling
 PY0200.and adjusted by the National Geodetic Survey in June 1991..
 PY0200
 PY0200.The geoid height was determined by GEOID03.
 PY0200
 PY0200.The dynamic height is computed by dividing the NAVD 88
 PY0200.geopotential number by the normal gravity value computed on the
 PY0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0200.degrees latitude (g = 980.6199 gals.).
 PY0200
 PY0200.The modeled gravity was interpolated from observed gravity values.
 PY0200
 PY0200;                    North         East    Units  Estimated Accuracy
 PY0200;SPC MT       -    58,720.      472,270.      MT  (+/- 180 meters Scaled)
 PY0200
 PY0200                          SUPERSEDED SURVEY CONTROL
 PY0200
 PY0200  NGVD 29 (08/20/92) 2004.446  (m)         6576.25   (f) ADJUSTED    1 2
 PY0200
 PY0200.Superseded values are not recommended for survey control.
 PY0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0200.See file dsdata.txt to determine how the superseded data were derived.
 PY0200
 PY0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ910570(NAD 83)
 PY0200_MARKER: DD = SURVEY DISK
 PY0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0200_SP_SET: CONCRETE POST
 PY0200_STAMPING: 45 E1 114 33 182+85 6578.73
 PY0200_MARK LOGO: BPR   
 PY0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0200+STABILITY: SURFACE MOTION
 PY0200
 PY0200  HISTORY     - Date     Condition        Report By
 PY0200  HISTORY     - UNK      MONUMENTED       BPR
 PY0200  HISTORY     - 1959     GOOD             NGS
 PY0200  HISTORY     - 1987     GOOD             NGS
 PY0200
 PY0200                          STATION DESCRIPTION
 PY0200
 PY0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0200'7.6 MI N FROM WEST YELLOWSTONE.
 PY0200'ABOUT 7.6 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0200'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 21, R 5 E, T 12 S, 66
 PY0200'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE JUNCTION OF A ROAD
 PY0200'LEADING EAST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 PY0200'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 PY0200
 PY0200                          STATION RECOVERY (1987)
 PY0200
 PY0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0200'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.4 KM (7.10
 PY0200'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0200'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0202 ***********************************************************************
 PY0202  DESIGNATION -  45 E1 115 STA 209+48
 PY0202  PID         -  PY0202
 PY0202  STATE/COUNTY-  MT/GALLATIN
 PY0202  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0202
 PY0202                         *CURRENT SURVEY CONTROL
 PY0202  ___________________________________________________________________
 PY0202* NAD 83(1986)-  44 45 32.     (N)    111 06 45.     (W)     SCALED    
 PY0202* NAVD 88     -      2007.632  (meters)    6586.71   (feet)  ADJUSTED  
 PY0202  ___________________________________________________________________
 PY0202  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY0202  DYNAMIC HT  -        2006.517 (meters)    6583.05  (feet)  COMP
 PY0202  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 PY0202
 PY0202  VERT ORDER  -  FIRST     CLASS II
 PY0202
 PY0202.The horizontal coordinates were scaled from a topographic map and have
 PY0202.an estimated accuracy of +/- 6 seconds.
 PY0202
 PY0202.The orthometric height was determined by differential leveling
 PY0202.and adjusted by the National Geodetic Survey in June 1991..
 PY0202
 PY0202.The geoid height was determined by GEOID03.
 PY0202
 PY0202.The dynamic height is computed by dividing the NAVD 88
 PY0202.geopotential number by the normal gravity value computed on the
 PY0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0202.degrees latitude (g = 980.6199 gals.).
 PY0202
 PY0202.The modeled gravity was interpolated from observed gravity values.
 PY0202
 PY0202;                    North         East    Units  Estimated Accuracy
 PY0202;SPC MT       -    57,880.      472,320.      MT  (+/- 180 meters Scaled)
 PY0202
 PY0202                          SUPERSEDED SURVEY CONTROL
 PY0202
 PY0202  NGVD 29 (08/20/92) 2006.386  (m)         6582.62   (f) ADJUSTED    1 2
 PY0202
 PY0202.Superseded values are not recommended for survey control.
 PY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0202.See file dsdata.txt to determine how the superseded data were derived.
 PY0202
 PY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ910561(NAD 83)
 PY0202_MARKER: DD = SURVEY DISK
 PY0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0202_SP_SET: CONCRETE POST
 PY0202_STAMPING: 45 E1 115 33 209+48 6586.64
 PY0202_MARK LOGO: BPR   
 PY0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0202+STABILITY: SURFACE MOTION
 PY0202
 PY0202  HISTORY     - Date     Condition        Report By
 PY0202  HISTORY     - UNK      MONUMENTED       BPR
 PY0202  HISTORY     - 1959     GOOD             NGS
 PY0202  HISTORY     - 1987     GOOD             NGS
 PY0202
 PY0202                          STATION DESCRIPTION
 PY0202
 PY0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0202'7.1 MI N FROM WEST YELLOWSTONE.
 PY0202'ABOUT 7.1 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0202'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 27, R 5 E, T 12 S, 66
 PY0202'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 PY0202'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PY0202
 PY0202                          STATION RECOVERY (1987)
 PY0202
 PY0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0202'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.6 KM (6.60
 PY0202'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0202'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0203 ***********************************************************************
 PY0203  DESIGNATION -  45 E1 116 STA 209+48
 PY0203  PID         -  PY0203
 PY0203  STATE/COUNTY-  MT/GALLATIN
 PY0203  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0203
 PY0203                         *CURRENT SURVEY CONTROL
 PY0203  ___________________________________________________________________
 PY0203* NAD 83(1986)-  44 45 32.     (N)    111 06 47.     (W)     SCALED    
 PY0203* NAVD 88     -      2007.474  (meters)    6586.19   (feet)  ADJUSTED  
 PY0203  ___________________________________________________________________
 PY0203  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY0203  DYNAMIC HT  -        2006.359 (meters)    6582.53  (feet)  COMP
 PY0203  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 PY0203
 PY0203  VERT ORDER  -  FIRST     CLASS II
 PY0203
 PY0203.The horizontal coordinates were scaled from a topographic map and have
 PY0203.an estimated accuracy of +/- 6 seconds.
 PY0203
 PY0203.The orthometric height was determined by differential leveling
 PY0203.and adjusted by the National Geodetic Survey in June 1991..
 PY0203
 PY0203.The geoid height was determined by GEOID03.
 PY0203
 PY0203.The dynamic height is computed by dividing the NAVD 88
 PY0203.geopotential number by the normal gravity value computed on the
 PY0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0203.degrees latitude (g = 980.6199 gals.).
 PY0203
 PY0203.The modeled gravity was interpolated from observed gravity values.
 PY0203
 PY0203;                    North         East    Units  Estimated Accuracy
 PY0203;SPC MT       -    57,880.      472,270.      MT  (+/- 180 meters Scaled)
 PY0203
 PY0203                          SUPERSEDED SURVEY CONTROL
 PY0203
 PY0203  NGVD 29 (08/20/92) 2006.228  (m)         6582.10   (f) ADJUSTED    1 2
 PY0203
 PY0203.Superseded values are not recommended for survey control.
 PY0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0203.See file dsdata.txt to determine how the superseded data were derived.
 PY0203
 PY0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ910561(NAD 83)
 PY0203_MARKER: DD = SURVEY DISK
 PY0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0203_SP_SET: CONCRETE POST
 PY0203_STAMPING: 45 E1 116 33 209+48 6586.35
 PY0203_MARK LOGO: BPR   
 PY0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0203+STABILITY: SURFACE MOTION
 PY0203
 PY0203  HISTORY     - Date     Condition        Report By
 PY0203  HISTORY     - UNK      MONUMENTED       BPR
 PY0203  HISTORY     - 1959     GOOD             NGS
 PY0203  HISTORY     - 1987     GOOD             NGS
 PY0203
 PY0203                          STATION DESCRIPTION
 PY0203
 PY0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0203'7.1 MI N FROM WEST YELLOWSTONE.
 PY0203'ABOUT 7.1 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0203'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 28, R 5 E, T 12 S, 66
 PY0203'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT WEST OF A METAL
 PY0203'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 PY0203'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 PY0203
 PY0203                          STATION RECOVERY (1987)
 PY0203
 PY0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0203'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.6 KM (6.60
 PY0203'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0203'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0204 ***********************************************************************
 PY0204  DESIGNATION -  45 E1 119 STA 262+60
 PY0204  PID         -  PY0204
 PY0204  STATE/COUNTY-  MT/GALLATIN
 PY0204  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0204
 PY0204                         *CURRENT SURVEY CONTROL
 PY0204  ___________________________________________________________________
 PY0204* NAD 83(1986)-  44 44 40.     (N)    111 06 49.     (W)     SCALED    
 PY0204* NAVD 88     -      2009.667  (meters)    6593.38   (feet)  ADJUSTED  
 PY0204  ___________________________________________________________________
 PY0204  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY0204  DYNAMIC HT  -        2008.547 (meters)    6589.71  (feet)  COMP
 PY0204  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 PY0204
 PY0204  VERT ORDER  -  FIRST     CLASS II
 PY0204
 PY0204.The horizontal coordinates were scaled from a topographic map and have
 PY0204.an estimated accuracy of +/- 6 seconds.
 PY0204
 PY0204.The orthometric height was determined by differential leveling
 PY0204.and adjusted by the National Geodetic Survey in June 1991..
 PY0204
 PY0204.The geoid height was determined by GEOID03.
 PY0204
 PY0204.The dynamic height is computed by dividing the NAVD 88
 PY0204.geopotential number by the normal gravity value computed on the
 PY0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0204.degrees latitude (g = 980.6199 gals.).
 PY0204
 PY0204.The modeled gravity was interpolated from observed gravity values.
 PY0204
 PY0204;                    North         East    Units  Estimated Accuracy
 PY0204;SPC MT       -    56,280.      472,200.      MT  (+/- 180 meters Scaled)
 PY0204
 PY0204                          SUPERSEDED SURVEY CONTROL
 PY0204
 PY0204  NGVD 29 (08/20/92) 2008.420  (m)         6589.29   (f) ADJUSTED    1 2
 PY0204
 PY0204.Superseded values are not recommended for survey control.
 PY0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0204.See file dsdata.txt to determine how the superseded data were derived.
 PY0204
 PY0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ910545(NAD 83)
 PY0204_MARKER: DD = SURVEY DISK
 PY0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0204_SP_SET: CONCRETE POST
 PY0204_STAMPING: 45 E1 119 33 262+60 6591.68
 PY0204_MARK LOGO: BPR   
 PY0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0204+STABILITY: SURFACE MOTION
 PY0204
 PY0204  HISTORY     - Date     Condition        Report By
 PY0204  HISTORY     - UNK      MONUMENTED       BPR
 PY0204  HISTORY     - 1959     GOOD             NGS
 PY0204  HISTORY     - 1987     GOOD             NGS
 PY0204
 PY0204                          STATION DESCRIPTION
 PY0204
 PY0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0204'6.1 MI N FROM WEST YELLOWSTONE.
 PY0204'ABOUT 6.1 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0204'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 34, R 5 E, T 12 S, 66
 PY0204'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT EAST OF A METAL
 PY0204'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 PY0204'CONCRETE POST PROJECTING 4 INCHES.
 PY0204
 PY0204                          STATION RECOVERY (1987)
 PY0204
 PY0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0204'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.0 KM (5.60
 PY0204'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 PY0204'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0205 ***********************************************************************
 PY0205  DESIGNATION -  45 E1 120 STA 262+60
 PY0205  PID         -  PY0205
 PY0205  STATE/COUNTY-  MT/GALLATIN
 PY0205  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0205
 PY0205                         *CURRENT SURVEY CONTROL
 PY0205  ___________________________________________________________________
 PY0205* NAD 83(1986)-  44 44 40.     (N)    111 06 51.     (W)     SCALED    
 PY0205* NAVD 88     -      2009.432  (meters)    6592.61   (feet)  ADJUSTED  
 PY0205  ___________________________________________________________________
 PY0205  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY0205  DYNAMIC HT  -        2008.313 (meters)    6588.94  (feet)  COMP
 PY0205  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 PY0205
 PY0205  VERT ORDER  -  FIRST     CLASS II
 PY0205
 PY0205.The horizontal coordinates were scaled from a topographic map and have
 PY0205.an estimated accuracy of +/- 6 seconds.
 PY0205
 PY0205.The orthometric height was determined by differential leveling
 PY0205.and adjusted by the National Geodetic Survey in June 1991..
 PY0205
 PY0205.The geoid height was determined by GEOID03.
 PY0205
 PY0205.The dynamic height is computed by dividing the NAVD 88
 PY0205.geopotential number by the normal gravity value computed on the
 PY0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0205.degrees latitude (g = 980.6199 gals.).
 PY0205
 PY0205.The modeled gravity was interpolated from observed gravity values.
 PY0205
 PY0205;                    North         East    Units  Estimated Accuracy
 PY0205;SPC MT       -    56,280.      472,150.      MT  (+/- 180 meters Scaled)
 PY0205
 PY0205                          SUPERSEDED SURVEY CONTROL
 PY0205
 PY0205  NGVD 29 (08/20/92) 2008.186  (m)         6588.52   (f) ADJUSTED    1 2
 PY0205
 PY0205.Superseded values are not recommended for survey control.
 PY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0205.See file dsdata.txt to determine how the superseded data were derived.
 PY0205
 PY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ909545(NAD 83)
 PY0205_MARKER: DD = SURVEY DISK
 PY0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0205_SP_SET: CONCRETE POST
 PY0205_STAMPING: 45 E1 120 33 262+60 6590.96
 PY0205_MARK LOGO: BPR   
 PY0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0205+STABILITY: SURFACE MOTION
 PY0205
 PY0205  HISTORY     - Date     Condition        Report By
 PY0205  HISTORY     - UNK      MONUMENTED       BPR
 PY0205  HISTORY     - 1959     GOOD             NGS
 PY0205  HISTORY     - 1987     GOOD             NGS
 PY0205
 PY0205                          STATION DESCRIPTION
 PY0205
 PY0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0205'6.1 MI N FROM WEST YELLOWSTONE.
 PY0205'ABOUT 6.1 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0205'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 34, R 5 E, T 12 S, 66
 PY0205'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE
 PY0205'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 PY0205'INCHES.
 PY0205
 PY0205                          STATION RECOVERY (1987)
 PY0205
 PY0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0205'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.0 KM (5.60
 PY0205'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0205'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0206 ***********************************************************************
 PY0206  DESIGNATION -  45 E1 121 STA 286+00
 PY0206  PID         -  PY0206
 PY0206  STATE/COUNTY-  MT/GALLATIN
 PY0206  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0206
 PY0206                         *CURRENT SURVEY CONTROL
 PY0206  ___________________________________________________________________
 PY0206* NAD 83(1986)-  44 44 15.     (N)    111 06 51.     (W)     SCALED    
 PY0206* NAVD 88     -      2010.984  (meters)    6597.70   (feet)  ADJUSTED  
 PY0206  ___________________________________________________________________
 PY0206  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PY0206  DYNAMIC HT  -        2009.861 (meters)    6594.02  (feet)  COMP
 PY0206  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 PY0206
 PY0206  VERT ORDER  -  FIRST     CLASS II
 PY0206
 PY0206.The horizontal coordinates were scaled from a topographic map and have
 PY0206.an estimated accuracy of +/- 6 seconds.
 PY0206
 PY0206.The orthometric height was determined by differential leveling
 PY0206.and adjusted by the National Geodetic Survey in June 1991..
 PY0206
 PY0206.The geoid height was determined by GEOID03.
 PY0206
 PY0206.The dynamic height is computed by dividing the NAVD 88
 PY0206.geopotential number by the normal gravity value computed on the
 PY0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0206.degrees latitude (g = 980.6199 gals.).
 PY0206
 PY0206.The modeled gravity was interpolated from observed gravity values.
 PY0206
 PY0206;                    North         East    Units  Estimated Accuracy
 PY0206;SPC MT       -    55,510.      472,140.      MT  (+/- 180 meters Scaled)
 PY0206
 PY0206                          SUPERSEDED SURVEY CONTROL
 PY0206
 PY0206  NGVD 29 (08/20/92) 2009.737  (m)         6593.61   (f) ADJUSTED    1 2
 PY0206
 PY0206.Superseded values are not recommended for survey control.
 PY0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0206.See file dsdata.txt to determine how the superseded data were derived.
 PY0206
 PY0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ909537(NAD 83)
 PY0206_MARKER: DD = SURVEY DISK
 PY0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0206_SP_SET: CONCRETE POST
 PY0206_STAMPING: 45 E1 121 33 286+00 6595.52
 PY0206_MARK LOGO: BPR   
 PY0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0206+STABILITY: SURFACE MOTION
 PY0206
 PY0206  HISTORY     - Date     Condition        Report By
 PY0206  HISTORY     - UNK      MONUMENTED       BPR
 PY0206  HISTORY     - 1959     GOOD             NGS
 PY0206  HISTORY     - 1987     GOOD             NGS
 PY0206
 PY0206                          STATION DESCRIPTION
 PY0206
 PY0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0206'5.65 MI N FROM WEST YELLOWSTONE.
 PY0206'ABOUT 5.65 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0206'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 33, R 5 E, T 12 S, 54
 PY0206'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN AN OLD ROAD BED, ON
 PY0206'THE OUTSIDE OF A CURVE IN THE ROAD, NEAR THE CENTER OF THE CURVE, 0.8
 PY0206'FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PY0206'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PY0206
 PY0206                          STATION RECOVERY (1987)
 PY0206
 PY0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0206'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM (5.15
 PY0206'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 PY0206'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0208 ***********************************************************************
 PY0208  DESIGNATION -  45 E1 122 STA 326+50
 PY0208  PID         -  PY0208
 PY0208  STATE/COUNTY-  MT/GALLATIN
 PY0208  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0208
 PY0208                         *CURRENT SURVEY CONTROL
 PY0208  ___________________________________________________________________
 PY0208* NAD 83(1986)-  44 43 39.     (N)    111 06 30.     (W)     SCALED    
 PY0208* NAVD 88     -      2014.367  (meters)    6608.80   (feet)  ADJUSTED  
 PY0208  ___________________________________________________________________
 PY0208  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 PY0208  DYNAMIC HT  -        2013.237 (meters)    6605.10  (feet)  COMP
 PY0208  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 PY0208
 PY0208  VERT ORDER  -  FIRST     CLASS II
 PY0208
 PY0208.The horizontal coordinates were scaled from a topographic map and have
 PY0208.an estimated accuracy of +/- 6 seconds.
 PY0208
 PY0208.The orthometric height was determined by differential leveling
 PY0208.and adjusted by the National Geodetic Survey in June 1991..
 PY0208
 PY0208.The geoid height was determined by GEOID03.
 PY0208
 PY0208.The dynamic height is computed by dividing the NAVD 88
 PY0208.geopotential number by the normal gravity value computed on the
 PY0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0208.degrees latitude (g = 980.6199 gals.).
 PY0208
 PY0208.The modeled gravity was interpolated from observed gravity values.
 PY0208
 PY0208;                    North         East    Units  Estimated Accuracy
 PY0208;SPC MT       -    54,390.      472,580.      MT  (+/- 180 meters Scaled)
 PY0208
 PY0208                          SUPERSEDED SURVEY CONTROL
 PY0208
 PY0208  NGVD 29 (08/20/92) 2013.116  (m)         6604.70   (f) ADJUSTED    1 2
 PY0208
 PY0208.Superseded values are not recommended for survey control.
 PY0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0208.See file dsdata.txt to determine how the superseded data were derived.
 PY0208
 PY0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ914526(NAD 83)
 PY0208_MARKER: DD = SURVEY DISK
 PY0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0208_SP_SET: CONCRETE POST
 PY0208_STAMPING: 45 E1 122 33 326+50 6605.63
 PY0208_MARK LOGO: BPR   
 PY0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0208+STABILITY: SURFACE MOTION
 PY0208
 PY0208  HISTORY     - Date     Condition        Report By
 PY0208  HISTORY     - UNK      MONUMENTED       BPR
 PY0208  HISTORY     - 1959     GOOD             NGS
 PY0208  HISTORY     - 1987     GOOD             NGS
 PY0208
 PY0208                          STATION DESCRIPTION
 PY0208
 PY0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0208'4.85 MI N FROM WEST YELLOWSTONE.
 PY0208'ABOUT 4.85 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0208'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 3, R 5 E, T 13 S, 66
 PY0208'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.9 MILE NORTH OF
 PY0208'THE MADISON RIVER BRIDGE, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT
 PY0208'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 PY0208'POST PROJECTING 4 INCHES.
 PY0208
 PY0208                          STATION RECOVERY (1987)
 PY0208
 PY0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0208'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.1 KM (4.40
 PY0208'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0208'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0207 ***********************************************************************
 PY0207  DESIGNATION -  45 E1 123 STA 326+50
 PY0207  PID         -  PY0207
 PY0207  STATE/COUNTY-  MT/GALLATIN
 PY0207  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0207
 PY0207                         *CURRENT SURVEY CONTROL
 PY0207  ___________________________________________________________________
 PY0207* NAD 83(1986)-  44 43 40.     (N)    111 06 28.     (W)     SCALED    
 PY0207* NAVD 88     -      2014.400  (meters)    6608.91   (feet)  ADJUSTED  
 PY0207  ___________________________________________________________________
 PY0207  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 PY0207  DYNAMIC HT  -        2013.270 (meters)    6605.20  (feet)  COMP
 PY0207  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 PY0207
 PY0207  VERT ORDER  -  FIRST     CLASS II
 PY0207
 PY0207.The horizontal coordinates were scaled from a topographic map and have
 PY0207.an estimated accuracy of +/- 6 seconds.
 PY0207
 PY0207.The orthometric height was determined by differential leveling
 PY0207.and adjusted by the National Geodetic Survey in June 1991..
 PY0207
 PY0207.The geoid height was determined by GEOID03.
 PY0207
 PY0207.The dynamic height is computed by dividing the NAVD 88
 PY0207.geopotential number by the normal gravity value computed on the
 PY0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0207.degrees latitude (g = 980.6199 gals.).
 PY0207
 PY0207.The modeled gravity was interpolated from observed gravity values.
 PY0207
 PY0207;                    North         East    Units  Estimated Accuracy
 PY0207;SPC MT       -    54,420.      472,620.      MT  (+/- 180 meters Scaled)
 PY0207
 PY0207                          SUPERSEDED SURVEY CONTROL
 PY0207
 PY0207  NGVD 29 (08/20/92) 2013.149  (m)         6604.81   (f) ADJUSTED    1 2
 PY0207
 PY0207.Superseded values are not recommended for survey control.
 PY0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0207.See file dsdata.txt to determine how the superseded data were derived.
 PY0207
 PY0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ914527(NAD 83)
 PY0207_MARKER: DD = SURVEY DISK
 PY0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0207_SP_SET: CONCRETE POST
 PY0207_STAMPING: 45 E1 123 33 326+50 6605.73
 PY0207_MARK LOGO: BPR   
 PY0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0207+STABILITY: SURFACE MOTION
 PY0207
 PY0207  HISTORY     - Date     Condition        Report By
 PY0207  HISTORY     - UNK      MONUMENTED       BPR
 PY0207  HISTORY     - 1959     GOOD             NGS
 PY0207  HISTORY     - 1987     GOOD             NGS
 PY0207
 PY0207                          STATION DESCRIPTION
 PY0207
 PY0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0207'4.85 MI N FROM WEST YELLOWSTONE.
 PY0207'ABOUT 4.85 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0207'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 3, R 5 E, T 13 S, 66
 PY0207'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.9 MILE NORTH OF
 PY0207'THE MADISON RIVER BRIDGE, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP
 PY0207'OF A CONCRETE POST PROJECTING 6 INCHES.
 PY0207
 PY0207                          STATION RECOVERY (1987)
 PY0207
 PY0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0207'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.1 KM (4.40
 PY0207'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0207'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0211 ***********************************************************************
 PY0211  DESIGNATION -  45 E1 127 STA 398+50
 PY0211  PID         -  PY0211
 PY0211  STATE/COUNTY-  MT/GALLATIN
 PY0211  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0211
 PY0211                         *CURRENT SURVEY CONTROL
 PY0211  ___________________________________________________________________
 PY0211* NAD 83(1986)-  44 42 30.     (N)    111 06 08.     (W)     SCALED    
 PY0211* NAVD 88     -      2001.684  (meters)    6567.19   (feet)  ADJUSTED  
 PY0211  ___________________________________________________________________
 PY0211  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 PY0211  DYNAMIC HT  -        2000.560 (meters)    6563.50  (feet)  COMP
 PY0211  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 PY0211
 PY0211  VERT ORDER  -  FIRST     CLASS II
 PY0211
 PY0211.The horizontal coordinates were scaled from a topographic map and have
 PY0211.an estimated accuracy of +/- 6 seconds.
 PY0211
 PY0211.The orthometric height was determined by differential leveling
 PY0211.and adjusted by the National Geodetic Survey in June 1991..
 PY0211
 PY0211.The geoid height was determined by GEOID03.
 PY0211
 PY0211.The dynamic height is computed by dividing the NAVD 88
 PY0211.geopotential number by the normal gravity value computed on the
 PY0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0211.degrees latitude (g = 980.6199 gals.).
 PY0211
 PY0211.The modeled gravity was interpolated from observed gravity values.
 PY0211
 PY0211;                    North         East    Units  Estimated Accuracy
 PY0211;SPC MT       -    52,250.      473,020.      MT  (+/- 180 meters Scaled)
 PY0211
 PY0211                          SUPERSEDED SURVEY CONTROL
 PY0211
 PY0211  NGVD 29 (08/20/92) 2000.435  (m)         6563.09   (f) ADJUSTED    1 2
 PY0211
 PY0211.Superseded values are not recommended for survey control.
 PY0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0211.See file dsdata.txt to determine how the superseded data were derived.
 PY0211
 PY0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ919505(NAD 83)
 PY0211_MARKER: DD = SURVEY DISK
 PY0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0211_SP_SET: CONCRETE POST
 PY0211_STAMPING: 45 E1 127 33 398+50 6562.96
 PY0211_MARK LOGO: BPR   
 PY0211_PROJECTION: PROJECTING 6 CENTIMETERS
 PY0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0211+STABILITY: SURFACE MOTION
 PY0211
 PY0211  HISTORY     - Date     Condition        Report By
 PY0211  HISTORY     - UNK      MONUMENTED       BPR
 PY0211  HISTORY     - 1959     GOOD             NGS
 PY0211  HISTORY     - 1987     GOOD             NGS
 PY0211
 PY0211                          STATION DESCRIPTION
 PY0211
 PY0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0211'3.45 MI N FROM WEST YELLOWSTONE.
 PY0211'ABOUT 3.45 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0211'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 10, R 5 E, T 13 S, 66
 PY0211'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE JUNCTION OF A
 PY0211'GRAVELED ROAD LEADING EAST, 11 FEET SOUTH OF THE CENTER LINE OF THE
 PY0211'GRAVELED ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 PY0211'CONCRETE POST PROJECTING 4 INCHES.
 PY0211
 PY0211                          STATION RECOVERY (1987)
 PY0211
 PY0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0211'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.1 KM
 PY0211'(3.15 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0211'HIGHWAY 20 IN WEST YELLOWSTONE, 0.7 KM (0.45 MI) SOUTH OF THE SOUTH
 PY0211'END OF A HIGHWAY BRIDGE SPANNING THE MADISON RIVER, 0.6 KM (0.35 MI)
 PY0211'NORTH OF THE INTERSECTION OF A GRAVELED ROAD LEADING EAST TO THE
 PY0211'BAKERS HOLE CAMPGROUND, 40.2 M (131.9 FT) EAST OF THE CENTERLINE OF
 PY0211'THE HIGHWAY, AND 5.8 M (19.0 FT) EAST OF THE MOST SOUTHERLY 1 OF 4
 PY0211'10-INCH SQUARE CONCRETE POST.
 PY0211'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PY0211'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0213 ***********************************************************************
 PY0213  DESIGNATION -  45 E1 129 STA 438+63
 PY0213  PID         -  PY0213
 PY0213  STATE/COUNTY-  MT/GALLATIN
 PY0213  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0213
 PY0213                         *CURRENT SURVEY CONTROL
 PY0213  ___________________________________________________________________
 PY0213* NAD 83(1986)-  44 41 50.     (N)    111 06 08.     (W)     SCALED    
 PY0213* NAVD 88     -      2022.368  (meters)    6635.05   (feet)  ADJUSTED  
 PY0213  ___________________________________________________________________
 PY0213  GEOID HEIGHT-          -8.84  (meters)                     GEOID03
 PY0213  DYNAMIC HT  -        2021.235 (meters)    6631.34  (feet)  COMP
 PY0213  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 PY0213
 PY0213  VERT ORDER  -  FIRST     CLASS II
 PY0213
 PY0213.The horizontal coordinates were scaled from a topographic map and have
 PY0213.an estimated accuracy of +/- 6 seconds.
 PY0213
 PY0213.The orthometric height was determined by differential leveling
 PY0213.and adjusted by the National Geodetic Survey in June 1991..
 PY0213
 PY0213.The geoid height was determined by GEOID03.
 PY0213
 PY0213.The dynamic height is computed by dividing the NAVD 88
 PY0213.geopotential number by the normal gravity value computed on the
 PY0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0213.degrees latitude (g = 980.6199 gals.).
 PY0213
 PY0213.The modeled gravity was interpolated from observed gravity values.
 PY0213
 PY0213;                    North         East    Units  Estimated Accuracy
 PY0213;SPC MT       -    51,010.      472,990.      MT  (+/- 180 meters Scaled)
 PY0213
 PY0213                          SUPERSEDED SURVEY CONTROL
 PY0213
 PY0213  NGVD 29 (08/20/92) 2021.124  (m)         6630.97   (f) ADJUSTED    1 2
 PY0213
 PY0213.Superseded values are not recommended for survey control.
 PY0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0213.See file dsdata.txt to determine how the superseded data were derived.
 PY0213
 PY0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ919493(NAD 83)
 PY0213_MARKER: DD = SURVEY DISK
 PY0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0213_SP_SET: CONCRETE POST
 PY0213_STAMPING: 45 E1 129 33 438+63 6630.55
 PY0213_MARK LOGO: BPR   
 PY0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0213+STABILITY: SURFACE MOTION
 PY0213
 PY0213  HISTORY     - Date     Condition        Report By
 PY0213  HISTORY     - UNK      MONUMENTED       BPR
 PY0213  HISTORY     - 1959     GOOD             NGS
 PY0213  HISTORY     - 1987     GOOD             NGS
 PY0213
 PY0213                          STATION DESCRIPTION
 PY0213
 PY0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0213'2.7 MI N FROM WEST YELLOWSTONE.
 PY0213'ABOUT 2.7 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0213'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 15, R 5 E, T 13 S, 65
 PY0213'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTH OF
 PY0213'THE JUNCTION OF A GRAVELED ROAD LEADING WEST, 1.0 FOOT EAST OF A METAL
 PY0213'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE
 PY0213'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PY0213
 PY0213                          STATION RECOVERY (1987)
 PY0213
 PY0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0213'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.9 KM (2.40
 PY0213'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0213'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0214 ***********************************************************************
 PY0214  DESIGNATION -  45 E1 130 STA 438+63
 PY0214  PID         -  PY0214
 PY0214  STATE/COUNTY-  MT/GALLATIN
 PY0214  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0214
 PY0214                         *CURRENT SURVEY CONTROL
 PY0214  ___________________________________________________________________
 PY0214* NAD 83(1986)-  44 41 51.     (N)    111 06 09.     (W)     SCALED    
 PY0214* NAVD 88     -      2022.361  (meters)    6635.03   (feet)  POSTED    
 PY0214  ___________________________________________________________________
 PY0214  GEOID HEIGHT-          -8.84  (meters)                     GEOID03
 PY0214  DYNAMIC HT  -        2021.230 (meters)    6631.32  (feet)  COMP
 PY0214  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 PY0214
 PY0214  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0214
 PY0214.The horizontal coordinates were scaled from a topographic map and have
 PY0214.an estimated accuracy of +/- 6 seconds.
 PY0214
 PY0214.The orthometric height was determined by differential leveling
 PY0214.and adjusted by the National Geodetic Survey in 1992..
 PY0214.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0214.rate of 4.1 thru 8.0 mm/km.
 PY0214
 PY0214.The geoid height was determined by GEOID03.
 PY0214
 PY0214.The dynamic height is computed by dividing the NAVD 88
 PY0214.geopotential number by the normal gravity value computed on the
 PY0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0214.degrees latitude (g = 980.6199 gals.).
 PY0214
 PY0214.The modeled gravity was interpolated from observed gravity values.
 PY0214
 PY0214;                    North         East    Units  Estimated Accuracy
 PY0214;SPC MT       -    51,040.      472,970.      MT  (+/- 180 meters Scaled)
 PY0214
 PY0214                          SUPERSEDED SURVEY CONTROL
 PY0214
 PY0214  NGVD 29 (??/??/92) 2020.817  (m)         6629.96   (f) ADJ UNCH    1 2
 PY0214
 PY0214.Superseded values are not recommended for survey control.
 PY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0214.See file dsdata.txt to determine how the superseded data were derived.
 PY0214
 PY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ918493(NAD 83)
 PY0214_MARKER: DD = SURVEY DISK
 PY0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0214_STAMPING: 45 EI 130 33 438+63 6630.52
 PY0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0214+STABILITY: SURFACE MOTION
 PY0214
 PY0214  HISTORY     - Date     Condition        Report By
 PY0214  HISTORY     - UNK      MONUMENTED       BPR
 PY0214  HISTORY     - 1959     GOOD             NGS
 PY0214  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0214
 PY0214                          STATION DESCRIPTION
 PY0214
 PY0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0214'2.7 MI N FROM WEST YELLOWSTONE.
 PY0214'ABOUT 2.7 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0214'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 15, R 5 E, T 13 S, 67
 PY0214'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTH OF
 PY0214'THE JUNCTION OF A GRAVELED ROAD LEADING WEST, ABOUT LEVEL WITH THE
 PY0214'HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PY0214
 PY0214                          STATION RECOVERY (1987)
 PY0214
 PY0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0214'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0215 ***********************************************************************
 PY0215  DESIGNATION -  45 E1 131 STA 461+00
 PY0215  PID         -  PY0215
 PY0215  STATE/COUNTY-  MT/GALLATIN
 PY0215  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0215
 PY0215                         *CURRENT SURVEY CONTROL
 PY0215  ___________________________________________________________________
 PY0215* NAD 83(1986)-  44 41 28.     (N)    111 06 05.     (W)     SCALED    
 PY0215* NAVD 88     -      2025.563  (meters)    6645.53   (feet)  ADJUSTED  
 PY0215  ___________________________________________________________________
 PY0215  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY0215  DYNAMIC HT  -        2024.427 (meters)    6641.81  (feet)  COMP
 PY0215  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 PY0215
 PY0215  VERT ORDER  -  FIRST     CLASS II
 PY0215
 PY0215.The horizontal coordinates were scaled from a topographic map and have
 PY0215.an estimated accuracy of +/- 6 seconds.
 PY0215
 PY0215.The orthometric height was determined by differential leveling
 PY0215.and adjusted by the National Geodetic Survey in June 1991..
 PY0215
 PY0215.The geoid height was determined by GEOID03.
 PY0215
 PY0215.The dynamic height is computed by dividing the NAVD 88
 PY0215.geopotential number by the normal gravity value computed on the
 PY0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0215.degrees latitude (g = 980.6199 gals.).
 PY0215
 PY0215.The modeled gravity was interpolated from observed gravity values.
 PY0215
 PY0215;                    North         East    Units  Estimated Accuracy
 PY0215;SPC MT       -    50,330.      473,040.      MT  (+/- 180 meters Scaled)
 PY0215
 PY0215                          SUPERSEDED SURVEY CONTROL
 PY0215
 PY0215  NGVD 29 (08/20/92) 2024.320  (m)         6641.46   (f) ADJUSTED    1 2
 PY0215
 PY0215.Superseded values are not recommended for survey control.
 PY0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0215.See file dsdata.txt to determine how the superseded data were derived.
 PY0215
 PY0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ919486(NAD 83)
 PY0215_MARKER: DD = SURVEY DISK
 PY0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0215_SP_SET: CONCRETE POST
 PY0215_STAMPING: 45 E1 131 33 461+00 6640.91
 PY0215_MARK LOGO: BPR   
 PY0215_PROJECTION: PROJECTING 3 CENTIMETERS
 PY0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0215+STABILITY: SURFACE MOTION
 PY0215
 PY0215  HISTORY     - Date     Condition        Report By
 PY0215  HISTORY     - UNK      MONUMENTED       BPR
 PY0215  HISTORY     - 1959     GOOD             NGS
 PY0215  HISTORY     - 1964     GOOD             NGS
 PY0215  HISTORY     - 1977     GOOD             NGS
 PY0215  HISTORY     - 1987     GOOD             NGS
 PY0215
 PY0215                          STATION DESCRIPTION
 PY0215
 PY0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0215'2.3 MI N FROM WEST YELLOWSTONE.
 PY0215'ABOUT 2.3 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0215'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 22, R 5 E, T 13 S, 66
 PY0215'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 90 YARDS SOUTH OF
 PY0215'THE JUNCTION OF A GRAVELED ROAD LEADING EAST, ABOUT LEVEL WITH THE
 PY0215'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PY0215
 PY0215                          STATION RECOVERY (1964)
 PY0215
 PY0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PY0215'RECOVERED IN GOOD CONDITION.
 PY0215
 PY0215                          STATION RECOVERY (1977)
 PY0215
 PY0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PY0215'RECOVERED IN GOOD CONDITION.
 PY0215
 PY0215                          STATION RECOVERY (1987)
 PY0215
 PY0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0215'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM
 PY0215'(2.00 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0215'HIGHWAY 20 IN WEST YELLOWSTONE, 2.6 KM (1.60 MI) SOUTH OF THE SOUTH
 PY0215'END OF A HIGHWAY BRIDGE SPANNING THE MADISON RIVER, 0.5 KM (0.30 MI)
 PY0215'NORTH OF THE INTERSECTION OF A PAVED ROAD LEADING WEST TO THE
 PY0215'YELLOWSTONE AIRPORT, 75.2 M (246.7 FT) SOUTH OF THE CENTER OF A PAVED
 PY0215'ROAD LEADING EAST, AND 31.7 M (104.0 FT) EAST OF THE CENTERLINE OF
 PY0215'THE HIGHWAY.
 PY0215'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PY0215'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0221 ***********************************************************************
 PY0221  DESIGNATION -  45 E1 133 STA 550+50
 PY0221  PID         -  PY0221
 PY0221  STATE/COUNTY-  MT/GALLATIN
 PY0221  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0221
 PY0221                         *CURRENT SURVEY CONTROL
 PY0221  ___________________________________________________________________
 PY0221* NAD 83(1986)-  44 40 49.     (N)    111 06 01.     (W)     SCALED    
 PY0221* NAVD 88     -      2029.139  (meters)    6657.27   (feet)  ADJUSTED  
 PY0221  ___________________________________________________________________
 PY0221  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0221  DYNAMIC HT  -        2027.999 (meters)    6653.53  (feet)  COMP
 PY0221  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 PY0221
 PY0221  VERT ORDER  -  FIRST     CLASS II
 PY0221
 PY0221.The horizontal coordinates were scaled from a topographic map and have
 PY0221.an estimated accuracy of +/- 6 seconds.
 PY0221
 PY0221.The orthometric height was determined by differential leveling
 PY0221.and adjusted by the National Geodetic Survey in June 1991..
 PY0221
 PY0221.The geoid height was determined by GEOID03.
 PY0221
 PY0221.The dynamic height is computed by dividing the NAVD 88
 PY0221.geopotential number by the normal gravity value computed on the
 PY0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0221.degrees latitude (g = 980.6199 gals.).
 PY0221
 PY0221.The modeled gravity was interpolated from observed gravity values.
 PY0221
 PY0221;                    North         East    Units  Estimated Accuracy
 PY0221;SPC MT       -    49,130.      473,110.      MT  (+/- 180 meters Scaled)
 PY0221
 PY0221                          SUPERSEDED SURVEY CONTROL
 PY0221
 PY0221  NGVD 29 (08/20/92) 2027.896  (m)         6653.19   (f) ADJUSTED    1 2
 PY0221
 PY0221.Superseded values are not recommended for survey control.
 PY0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0221.See file dsdata.txt to determine how the superseded data were derived.
 PY0221
 PY0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ920474(NAD 83)
 PY0221_MARKER: DD = SURVEY DISK
 PY0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0221_SP_SET: CONCRETE POST
 PY0221_STAMPING: 45 E1 133 33 550+50 6652.33
 PY0221_MARK LOGO: BPR   
 PY0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0221+STABILITY: SURFACE MOTION
 PY0221
 PY0221  HISTORY     - Date     Condition        Report By
 PY0221  HISTORY     - UNK      MONUMENTED       BPR
 PY0221  HISTORY     - 1959     GOOD             NGS
 PY0221  HISTORY     - 1964     GOOD             NGS
 PY0221  HISTORY     - 1987     GOOD             NGS
 PY0221
 PY0221                          STATION DESCRIPTION
 PY0221
 PY0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0221'1.55 MI N FROM WEST YELLOWSTONE.
 PY0221'ABOUT 1.55 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0221'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 22, R 5 E, T 13 S, 66
 PY0221'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 90 YARDS NORTH OF
 PY0221'THE JUNCTION OF A GRAVELED ROAD LEADING WEST, 0.7 FEET EAST OF A METAL
 PY0221'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 PY0221'CONCRETE POST PROJECTING 2 INCHES.
 PY0221
 PY0221                          STATION RECOVERY (1964)
 PY0221
 PY0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PY0221'RECOVERED IN GOOD CONDITION.
 PY0221
 PY0221                          STATION RECOVERY (1987)
 PY0221
 PY0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0221'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.0 KM (1.25
 PY0221'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0221'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0223 ***********************************************************************
 PY0223  DESIGNATION -  45 E1 135 STA 534+00
 PY0223  PID         -  PY0223
 PY0223  STATE/COUNTY-  MT/GALLATIN
 PY0223  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0223
 PY0223                         *CURRENT SURVEY CONTROL
 PY0223  ___________________________________________________________________
 PY0223* NAD 83(1986)-  44 40 17.     (N)    111 06 00.     (W)     SCALED    
 PY0223* NAVD 88     -      2031.549  (meters)    6665.17   (feet)  ADJUSTED  
 PY0223  ___________________________________________________________________
 PY0223  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0223  DYNAMIC HT  -        2030.405 (meters)    6661.42  (feet)  COMP
 PY0223  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 PY0223
 PY0223  VERT ORDER  -  FIRST     CLASS II
 PY0223
 PY0223.The horizontal coordinates were scaled from a topographic map and have
 PY0223.an estimated accuracy of +/- 6 seconds.
 PY0223
 PY0223.The orthometric height was determined by differential leveling
 PY0223.and adjusted by the National Geodetic Survey in June 1991..
 PY0223.WARNING-Repeat measurements at this control monument indicate possible
 PY0223.vertical movement.
 PY0223
 PY0223.The geoid height was determined by GEOID03.
 PY0223
 PY0223.The dynamic height is computed by dividing the NAVD 88
 PY0223.geopotential number by the normal gravity value computed on the
 PY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0223.degrees latitude (g = 980.6199 gals.).
 PY0223
 PY0223.The modeled gravity was interpolated from observed gravity values.
 PY0223
 PY0223;                    North         East    Units  Estimated Accuracy
 PY0223;SPC MT       -    48,140.      473,110.      MT  (+/- 180 meters Scaled)
 PY0223
 PY0223                          SUPERSEDED SURVEY CONTROL
 PY0223
 PY0223  NGVD 29 (08/20/92) 2030.305  (m)         6661.09   (f) ADJUSTED    1 2
 PY0223
 PY0223.Superseded values are not recommended for survey control.
 PY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0223.See file dsdata.txt to determine how the superseded data were derived.
 PY0223
 PY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ920464(NAD 83)
 PY0223_MARKER: DD = SURVEY DISK
 PY0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0223_SP_SET: CONCRETE POST
 PY0223_STAMPING: 45 E1 135 33 534+00 6660.03
 PY0223_MARK LOGO: BPR   
 PY0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0223+STABILITY: SURFACE MOTION
 PY0223
 PY0223  HISTORY     - Date     Condition        Report By
 PY0223  HISTORY     - UNK      MONUMENTED       BPR
 PY0223  HISTORY     - 1959     GOOD             NGS
 PY0223  HISTORY     - 1964     GOOD             NGS
 PY0223  HISTORY     - 1987     GOOD             NGS
 PY0223
 PY0223                          STATION DESCRIPTION
 PY0223
 PY0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0223'0.9 MI N FROM WEST YELLOWSTONE.
 PY0223'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0223'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 27, R 5 E, T 13 S, 66
 PY0223'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE
 PY0223'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PY0223'INCHES.
 PY0223
 PY0223                          STATION RECOVERY (1964)
 PY0223
 PY0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PY0223'RECOVERED IN GOOD CONDITION.
 PY0223
 PY0223                          STATION RECOVERY (1987)
 PY0223
 PY0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0223'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.60
 PY0223'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 PY0223'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0224 ***********************************************************************
 PY0224  DESIGNATION -  45 E1 136 STA 534+00
 PY0224  PID         -  PY0224
 PY0224  STATE/COUNTY-  MT/GALLATIN
 PY0224  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0224
 PY0224                         *CURRENT SURVEY CONTROL
 PY0224  ___________________________________________________________________
 PY0224* NAD 83(1986)-  44 40 17.     (N)    111 06 02.     (W)     SCALED    
 PY0224* NAVD 88     -      2031.516  (meters)    6665.07   (feet)  ADJUSTED  
 PY0224  ___________________________________________________________________
 PY0224  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0224  DYNAMIC HT  -        2030.372 (meters)    6661.31  (feet)  COMP
 PY0224  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 PY0224
 PY0224  VERT ORDER  -  FIRST     CLASS II
 PY0224
 PY0224.The horizontal coordinates were scaled from a topographic map and have
 PY0224.an estimated accuracy of +/- 6 seconds.
 PY0224
 PY0224.The orthometric height was determined by differential leveling
 PY0224.and adjusted by the National Geodetic Survey in June 1991..
 PY0224
 PY0224.The geoid height was determined by GEOID03.
 PY0224
 PY0224.The dynamic height is computed by dividing the NAVD 88
 PY0224.geopotential number by the normal gravity value computed on the
 PY0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0224.degrees latitude (g = 980.6199 gals.).
 PY0224
 PY0224.The modeled gravity was interpolated from observed gravity values.
 PY0224
 PY0224;                    North         East    Units  Estimated Accuracy
 PY0224;SPC MT       -    48,140.      473,060.      MT  (+/- 180 meters Scaled)
 PY0224
 PY0224                          SUPERSEDED SURVEY CONTROL
 PY0224
 PY0224  NGVD 29 (08/20/92) 2030.272  (m)         6660.98   (f) ADJUSTED    1 2
 PY0224
 PY0224.Superseded values are not recommended for survey control.
 PY0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0224.See file dsdata.txt to determine how the superseded data were derived.
 PY0224
 PY0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ920464(NAD 83)
 PY0224_MARKER: DD = SURVEY DISK
 PY0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0224_SP_SET: CONCRETE POST
 PY0224_STAMPING: 45 E1 136 33 534+00 6660.13
 PY0224_MARK LOGO: BPR   
 PY0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0224+STABILITY: SURFACE MOTION
 PY0224
 PY0224  HISTORY     - Date     Condition        Report By
 PY0224  HISTORY     - UNK      MONUMENTED       BPR
 PY0224  HISTORY     - 1959     GOOD             NGS
 PY0224  HISTORY     - 1964     GOOD             NGS
 PY0224  HISTORY     - 1987     GOOD             NGS
 PY0224
 PY0224                          STATION DESCRIPTION
 PY0224
 PY0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0224'0.9 MI N FROM WEST YELLOWSTONE.
 PY0224'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0224'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 27, R 5 E, T 13 S, 66
 PY0224'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FEET EAST OF A METAL
 PY0224'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 PY0224'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PY0224
 PY0224                          STATION RECOVERY (1964)
 PY0224
 PY0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PY0224'RECOVERED IN GOOD CONDITION.
 PY0224
 PY0224                          STATION RECOVERY (1987)
 PY0224
 PY0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0224'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.60
 PY0224'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0224'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0225 ***********************************************************************
 PY0225  DESIGNATION -  45 E1 137 STA 557+25
 PY0225  PID         -  PY0225
 PY0225  STATE/COUNTY-  MT/GALLATIN
 PY0225  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0225
 PY0225                         *CURRENT SURVEY CONTROL
 PY0225  ___________________________________________________________________
 PY0225* NAD 83(1986)-  44 39 55.     (N)    111 05 58.     (W)     SCALED    
 PY0225* NAVD 88     -      2032.579  (meters)    6668.55   (feet)  ADJUSTED  
 PY0225  ___________________________________________________________________
 PY0225  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0225  DYNAMIC HT  -        2031.431 (meters)    6664.79  (feet)  COMP
 PY0225  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 PY0225
 PY0225  VERT ORDER  -  FIRST     CLASS II
 PY0225
 PY0225.The horizontal coordinates were scaled from a topographic map and have
 PY0225.an estimated accuracy of +/- 6 seconds.
 PY0225
 PY0225.The orthometric height was determined by differential leveling
 PY0225.and adjusted by the National Geodetic Survey in June 1991..
 PY0225
 PY0225.The geoid height was determined by GEOID03.
 PY0225
 PY0225.The dynamic height is computed by dividing the NAVD 88
 PY0225.geopotential number by the normal gravity value computed on the
 PY0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0225.degrees latitude (g = 980.6199 gals.).
 PY0225
 PY0225.The modeled gravity was interpolated from observed gravity values.
 PY0225
 PY0225;                    North         East    Units  Estimated Accuracy
 PY0225;SPC MT       -    47,460.      473,140.      MT  (+/- 180 meters Scaled)
 PY0225
 PY0225                          SUPERSEDED SURVEY CONTROL
 PY0225
 PY0225  NGVD 29 (08/20/92) 2031.333  (m)         6664.47   (f) ADJUSTED    1 2
 PY0225
 PY0225.Superseded values are not recommended for survey control.
 PY0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0225.See file dsdata.txt to determine how the superseded data were derived.
 PY0225
 PY0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ921457(NAD 83)
 PY0225_MARKER: DD = SURVEY DISK
 PY0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0225_SP_SET: CONCRETE POST
 PY0225_STAMPING: 45 E1 137 33 6662.68 557+25
 PY0225_MARK LOGO: BPR   
 PY0225_PROJECTION: PROJECTING 4 CENTIMETERS
 PY0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0225+STABILITY: SURFACE MOTION
 PY0225
 PY0225  HISTORY     - Date     Condition        Report By
 PY0225  HISTORY     - UNK      MONUMENTED       BPR
 PY0225  HISTORY     - 1959     GOOD             NGS
 PY0225  HISTORY     - 1963     GOOD             NGS
 PY0225  HISTORY     - 1987     GOOD             NGS
 PY0225  HISTORY     - 20040422 MARK NOT FOUND   USPSQD
 PY0225
 PY0225                          STATION DESCRIPTION
 PY0225
 PY0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0225'0.5 MI N FROM WEST YELLOWSTONE.
 PY0225'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0225'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 27, R 5 E, T 13 S, 66
 PY0225'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET WEST OF THE
 PY0225'NORTHWEST CORNER OF THE OFFICE BUILDING OF THE ROSE MOTEL, ABOUT LEVEL
 PY0225'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 PY0225'INCHES.
 PY0225
 PY0225                          STATION RECOVERY (1963)
 PY0225
 PY0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PY0225'RECOVERED IN GOOD CONDITION.
 PY0225
 PY0225                          STATION RECOVERY (1987)
 PY0225
 PY0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0225'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 PY0225'(0.20 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0225'HIGHWAY 20 IN WEST YELLOWSTONE, 26.1 M (85.6 FT) NORTH OF THE CENTER
 PY0225'OF A PAVED STREET, 15.8 M (51.8 FT) EAST OF THE CENTERLINE OF THE
 PY0225'HIGHWAY, 5.9 M (19.4 FT) WEST OF THE NORTHWEST CORNER OF A MOTEL
 PY0225'OFFICE, AND 1.9 M (6.2 FT) EAST OF THE EAST EDGE OF A SIDEWALK.
 PY0225'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0225
 PY0225                          STATION RECOVERY (2004)
 PY0225
 PY0225'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 PY0225'MARK NOT FOUND.  NEW PAVING AND SIDEWALK WORK MAY HAVE DESTROYED THE
 PY0225'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0226 ***********************************************************************
 PY0226  DESIGNATION -  45 E1 138 STA 557+25
 PY0226  PID         -  PY0226
 PY0226  STATE/COUNTY-  MT/GALLATIN
 PY0226  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0226
 PY0226                         *CURRENT SURVEY CONTROL
 PY0226  ___________________________________________________________________
 PY0226* NAD 83(1986)-  44 39 54.     (N)    111 06 02.     (W)     SCALED    
 PY0226* NAVD 88     -      2032.417  (meters)    6668.02   (feet)  ADJUSTED  
 PY0226  ___________________________________________________________________
 PY0226  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0226  DYNAMIC HT  -        2031.269 (meters)    6664.26  (feet)  COMP
 PY0226  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 PY0226
 PY0226  VERT ORDER  -  FIRST     CLASS II
 PY0226
 PY0226.The horizontal coordinates were scaled from a topographic map and have
 PY0226.an estimated accuracy of +/- 6 seconds.
 PY0226
 PY0226.The orthometric height was determined by differential leveling
 PY0226.and adjusted by the National Geodetic Survey in June 1991..
 PY0226
 PY0226.The geoid height was determined by GEOID03.
 PY0226
 PY0226.The dynamic height is computed by dividing the NAVD 88
 PY0226.geopotential number by the normal gravity value computed on the
 PY0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0226.degrees latitude (g = 980.6199 gals.).
 PY0226
 PY0226.The modeled gravity was interpolated from observed gravity values.
 PY0226
 PY0226;                    North         East    Units  Estimated Accuracy
 PY0226;SPC MT       -    47,430.      473,050.      MT  (+/- 180 meters Scaled)
 PY0226
 PY0226                          SUPERSEDED SURVEY CONTROL
 PY0226
 PY0226  NGVD 29 (08/20/92) 2031.171  (m)         6663.93   (f) ADJUSTED    1 2
 PY0226
 PY0226.Superseded values are not recommended for survey control.
 PY0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0226.See file dsdata.txt to determine how the superseded data were derived.
 PY0226
 PY0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ920457(NAD 83)
 PY0226_MARKER: DD = SURVEY DISK
 PY0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0226_SP_SET: CONCRETE POST
 PY0226_STAMPING: 45 E1 138 33 557+25 6662.15
 PY0226_MARK LOGO: BPR   
 PY0226_PROJECTION: PROJECTING 7 CENTIMETERS
 PY0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0226+STABILITY: SURFACE MOTION
 PY0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0226+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2004
 PY0226
 PY0226  HISTORY     - Date     Condition        Report By
 PY0226  HISTORY     - UNK      MONUMENTED       BPR
 PY0226  HISTORY     - 1959     GOOD             NGS
 PY0226  HISTORY     - 1964     GOOD             NGS
 PY0226  HISTORY     - 1987     GOOD             NGS
 PY0226  HISTORY     - 20040422 GOOD             USPSQD
 PY0226
 PY0226                          STATION DESCRIPTION
 PY0226
 PY0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0226'0.5 MI N FROM WEST YELLOWSTONE.
 PY0226'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0226'RAILROAD STATION AT WEST YELLOWSTONE, IN SECTION 27, R 5 E, T 13 S, 66
 PY0226'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET EAST OF A METAL
 PY0226'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 PY0226'CONCRETE POST PROJECTING 6 INCHES.
 PY0226
 PY0226                          STATION RECOVERY (1964)
 PY0226
 PY0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PY0226'RECOVERED IN GOOD CONDITION.
 PY0226
 PY0226                          STATION RECOVERY (1987)
 PY0226
 PY0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0226'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM (0.20
 PY0226'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 PY0226'HIGHWAY 20 IN WEST YELLOWSTONE, 52.8 M (173.2 FT) NORTH OF THE
 PY0226'NORTHEAST CORNER OF THE COMMUNITY PROTESTANT CHURCH, 24.5 M (80.4 FT)
 PY0226'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 24.0 M (78.7 FT) NORTH OF
 PY0226'THE CENTER OF A PAVED STREET.
 PY0226'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 PY0226'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0226
 PY0226                          STATION RECOVERY (2004)
 PY0226
 PY0226'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 PY0226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0998 ***********************************************************************
 SS0998  DESIGNATION -  45 RDS
 SS0998  PID         -  SS0998
 SS0998  STATE/COUNTY-  MT/CASCADE
 SS0998  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0998
 SS0998                         *CURRENT SURVEY CONTROL
 SS0998  ___________________________________________________________________
 SS0998* NAD 83(1986)-  47 22 01.     (N)    111 49 42.     (W)     SCALED    
 SS0998* NAVD 88     -      1073.260  (meters)    3521.19   (feet)  ADJUSTED  
 SS0998  ___________________________________________________________________
 SS0998  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 SS0998  DYNAMIC HT  -        1073.163 (meters)    3520.87  (feet)  COMP
 SS0998  MODELED GRAV-     980,485.1   (mgal)                       NAVD 88
 SS0998
 SS0998  VERT ORDER  -  SECOND    CLASS 0
 SS0998
 SS0998.The horizontal coordinates were scaled from a topographic map and have
 SS0998.an estimated accuracy of +/- 6 seconds.
 SS0998
 SS0998.The orthometric height was determined by differential leveling
 SS0998.and adjusted by the National Geodetic Survey in June 1991..
 SS0998
 SS0998.The geoid height was determined by GEOID03.
 SS0998
 SS0998.The dynamic height is computed by dividing the NAVD 88
 SS0998.geopotential number by the normal gravity value computed on the
 SS0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0998.degrees latitude (g = 980.6199 gals.).
 SS0998
 SS0998.The modeled gravity was interpolated from observed gravity values.
 SS0998
 SS0998;                    North         East    Units  Estimated Accuracy
 SS0998;SPC MT       -   348,960.      424,260.      MT  (+/- 180 meters Scaled)
 SS0998
 SS0998                          SUPERSEDED SURVEY CONTROL
 SS0998
 SS0998  NGVD 29 (??/??/92) 1072.326  (m)         3518.12   (f) ADJ UNCH    2 0
 SS0998
 SS0998.Superseded values are not recommended for survey control.
 SS0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0998.See file dsdata.txt to determine how the superseded data were derived.
 SS0998
 SS0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT374462(NAD 83)
 SS0998_MARKER: DD = SURVEY DISK
 SS0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0998_STAMPING: 45 RDS 1957
 SS0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0998+STABILITY: SURFACE MOTION
 SS0998
 SS0998  HISTORY     - Date     Condition        Report By
 SS0998  HISTORY     - 1957     MONUMENTED       USGS
 SS0998  HISTORY     - 1961     GOOD             NGS
 SS0998
 SS0998                          STATION DESCRIPTION
 SS0998
 SS0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0998'10.15 MI NW FROM CASCADE.
 SS0998'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0998'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 9.5
 SS0998'MILES NORTHWEST ALONG A GRAVEL ROAD, AT THE TOP OF A HILL, ON THE
 SS0998'INSIDE OF A CURVE, AT A CURVE IN A FENCE LINE, 22 FEET NORTHEAST OF
 SS0998'THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF THE FENCE, 2.0 FEET
 SS0998'SOUTHEAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND
 SS0998'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 SS0998'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0571 ***********************************************************************
 TK0571  DESIGNATION -  45 REB
 TK0571  PID         -  TK0571
 TK0571  STATE/COUNTY-  MT/BLAINE
 TK0571  USGS QUAD   -  TURNER SE (1984)
 TK0571
 TK0571                         *CURRENT SURVEY CONTROL
 TK0571  ___________________________________________________________________
 TK0571* NAD 83(1986)-  48 52 16.     (N)    108 15 34.     (W)     SCALED    
 TK0571* NAVD 88     -       888.419  (meters)    2914.75   (feet)  POSTED    
 TK0571  ___________________________________________________________________
 TK0571  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TK0571  DYNAMIC HT  -         888.530 (meters)    2915.12  (feet)  COMP
 TK0571  MODELED GRAV-     980,700.3   (mgal)                       NAVD 88
 TK0571
 TK0571  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0571
 TK0571.The horizontal coordinates were scaled from a topographic map and have
 TK0571.an estimated accuracy of +/- 6 seconds.
 TK0571
 TK0571.The orthometric height was determined by differential leveling
 TK0571.and adjusted by the National Geodetic Survey in 1992..
 TK0571.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0571.rate of 0.0 thru 1.0 mm/km.
 TK0571
 TK0571.The geoid height was determined by GEOID03.
 TK0571
 TK0571.The dynamic height is computed by dividing the NAVD 88
 TK0571.geopotential number by the normal gravity value computed on the
 TK0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0571.degrees latitude (g = 980.6199 gals.).
 TK0571
 TK0571.The modeled gravity was interpolated from observed gravity values.
 TK0571
 TK0571;                    North         East    Units  Estimated Accuracy
 TK0571;SPC MT       -   514,260.      691,000.      MT  (+/- 180 meters Scaled)
 TK0571
 TK0571                          SUPERSEDED SURVEY CONTROL
 TK0571
 TK0571.No superseded survey control is available for this station.
 TK0571
 TK0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV009167(NAD 83)
 TK0571_MARKER: DB = BENCH MARK DISK
 TK0571_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0571+WITH SETTING: INFORMATION.
 TK0571_SP_SET: SHALLOW-SET METAL ROD
 TK0571_STAMPING: 45 REB 1979
 TK0571_MARK LOGO: USGS  
 TK0571_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0571_ROD/PIPE-DEPTH: 1.52 meters
 TK0571
 TK0571  HISTORY     - Date     Condition        Report By
 TK0571  HISTORY     - 1979     MONUMENTED       USGS
 TK0571
 TK0571                          STATION DESCRIPTION
 TK0571
 TK0571'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0571'11.5 KM (7.15 MI) EAST FROM TURNER.
 TK0571'7.17 MILES EAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER
 TK0571'ALONG THE RAILROAD, AT THE BLAINE - PHILLIPS COUNTY LINE, 0.1 MILES
 TK0571'SOUTH OF THE NORTHWEST CORNER OF SECTION 19, T36N, R27E, 67 FEET
 TK0571'NORTH OF A POINT WHERE A FENCE CROSSES THE RAILROAD, 49.9 FEET NORTH
 TK0571'OF THE NORTH RAIL, 21 FEET EAST OF THE FENCE, AND 2.5 FEET SOUTH OF
 TK0571'AN 8 BY 8 - INCH COUNTY - LINE POST PROJECTING 7 FEET.
 TK0571'THE MARK IS 2.9 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0405 ***********************************************************************
 RX0405  DESIGNATION -  4509
 RX0405  PID         -  RX0405
 RX0405  STATE/COUNTY-  MT/POWELL
 RX0405  USGS QUAD   -  DEER LODGE (1989)
 RX0405
 RX0405                         *CURRENT SURVEY CONTROL
 RX0405  ___________________________________________________________________
 RX0405* NAD 83(1986)-  46 23 56.     (N)    112 44 17.     (W)     SCALED    
 RX0405* NAVD 88     -      1379.085  (meters)    4524.55   (feet)  ADJUSTED  
 RX0405  ___________________________________________________________________
 RX0405  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0405  DYNAMIC HT  -        1378.694 (meters)    4523.27  (feet)  COMP
 RX0405  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 RX0405
 RX0405  VERT ORDER  -  FIRST     CLASS II
 RX0405
 RX0405.The horizontal coordinates were scaled from a topographic map and have
 RX0405.an estimated accuracy of +/- 6 seconds.
 RX0405
 RX0405.The orthometric height was determined by differential leveling
 RX0405.and adjusted by the National Geodetic Survey in June 1991..
 RX0405
 RX0405.The geoid height was determined by GEOID03.
 RX0405
 RX0405.The dynamic height is computed by dividing the NAVD 88
 RX0405.geopotential number by the normal gravity value computed on the
 RX0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0405.degrees latitude (g = 980.6199 gals.).
 RX0405
 RX0405.The modeled gravity was interpolated from observed gravity values.
 RX0405
 RX0405;                    North         East    Units  Estimated Accuracy
 RX0405;SPC MT       -   243,940.      351,190.      MT  (+/- 180 meters Scaled)
 RX0405
 RX0405                          SUPERSEDED SURVEY CONTROL
 RX0405
 RX0405  NGVD 29 (??/??/92) 1377.881  (m)         4520.60   (f) ADJ UNCH    1 2
 RX0405
 RX0405.Superseded values are not recommended for survey control.
 RX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0405.See file dsdata.txt to determine how the superseded data were derived.
 RX0405
 RX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS663398(NAD 83)
 RX0405_MARKER: P = PIPE CAP
 RX0405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0405_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0405_STAMPING: 4519.692 BUTTE
 RX0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0405
 RX0405  HISTORY     - Date     Condition        Report By
 RX0405  HISTORY     - UNK      MONUMENTED       USGS
 RX0405  HISTORY     - 1959     GOOD             NGS
 RX0405  HISTORY     - 1979     POOR             NGS
 RX0405
 RX0405                          STATION DESCRIPTION
 RX0405
 RX0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0405'IN DEER LODGE.
 RX0405'AT DEER LODGE, AT THE WEST END OF MISSOURI AVENUE, IN SECTION 33, R 9
 RX0405'W, T 8 N, 122 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 80 FEET
 RX0405'EAST OF THE EAST FACE OF THE STATION, 41 FEET SOUTH OF THE CENTER LINE
 RX0405'OF MISSOURI AVENUE, 1 FOOT SOUTH OF THE SOUTH EDGE OF A SIDEWALK,
 RX0405'ABOUT 2 FEET ABOVE THE LEVEL OF THE SIDEWALK, AND ON THE TOP OF A 3
 RX0405'1/2-INCH IRON PIPE PROJECTING 2 FEET.
 RX0405
 RX0405                          STATION RECOVERY (1979)
 RX0405
 RX0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0405'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0478 ***********************************************************************
 RX0478  DESIGNATION -  4533
 RX0478  PID         -  RX0478
 RX0478  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0478  USGS QUAD   -  LINCOLN (1968)
 RX0478
 RX0478                         *CURRENT SURVEY CONTROL
 RX0478  ___________________________________________________________________
 RX0478* NAD 83(1986)-  46 57 20.     (N)    112 40 55.     (W)     SCALED    
 RX0478* NAVD 88     -      1383.697  (meters)    4539.68   (feet)  ADJUSTED  
 RX0478  ___________________________________________________________________
 RX0478  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 RX0478  DYNAMIC HT  -        1383.395 (meters)    4538.69  (feet)  COMP
 RX0478  MODELED GRAV-     980,347.1   (mgal)                       NAVD 88
 RX0478
 RX0478  VERT ORDER  -  SECOND    CLASS 0
 RX0478
 RX0478.The horizontal coordinates were scaled from a topographic map and have
 RX0478.an estimated accuracy of +/- 6 seconds.
 RX0478
 RX0478.The orthometric height was determined by differential leveling
 RX0478.and adjusted by the National Geodetic Survey in June 1991..
 RX0478
 RX0478.The geoid height was determined by GEOID03.
 RX0478
 RX0478.The dynamic height is computed by dividing the NAVD 88
 RX0478.geopotential number by the normal gravity value computed on the
 RX0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0478.degrees latitude (g = 980.6199 gals.).
 RX0478
 RX0478.The modeled gravity was interpolated from observed gravity values.
 RX0478
 RX0478;                    North         East    Units  Estimated Accuracy
 RX0478;SPC MT       -   305,560.      358,010.      MT  (+/- 180 meters Scaled)
 RX0478
 RX0478                          SUPERSEDED SURVEY CONTROL
 RX0478
 RX0478  NGVD 29 (??/??/92) 1382.565  (m)         4535.97   (f) ADJ UNCH    2 0
 RX0478
 RX0478.Superseded values are not recommended for survey control.
 RX0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0478.See file dsdata.txt to determine how the superseded data were derived.
 RX0478
 RX0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT720015(NAD 83)
 RX0478_MARKER: DD = SURVEY DISK
 RX0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0478_SP_SET: PLATFORM
 RX0478_STAMPING: 4533 BUTTE
 RX0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0478
 RX0478  HISTORY     - Date     Condition        Report By
 RX0478  HISTORY     - UNK      MONUMENTED       USGS
 RX0478  HISTORY     - 1934     GOOD             NGS
 RX0478
 RX0478                          STATION DESCRIPTION
 RX0478
 RX0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0478'IN LINCOLN.
 RX0478'AT LINCOLN, LEWIS AND CLARK COUNTY, AT THE REAR OF THE FIRST BUILDING
 RX0478'WEST OF THE POST OFFICE, AND IN THE TOP OF THE CONCRETE PLATFORM.  A
 RX0478'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4533 BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0486 ***********************************************************************
 ST0486  CBN         -  This is a Cooperative Base Network Control Station.
 ST0486  DESIGNATION -  4558=CAREY
 ST0486  PID         -  ST0486
 ST0486  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0486  USGS QUAD   -  SPLIT ROCK JUNCTION (1986)
 ST0486
 ST0486                         *CURRENT SURVEY CONTROL
 ST0486  ___________________________________________________________________
 ST0486* NAD 83(1999)-  47 30 18.75944(N)    112 27 19.14534(W)     ADJUSTED  
 ST0486* NAVD 88     -      1391.3    (meters)    4565.     (feet)  GPS OBS   
 ST0486  ___________________________________________________________________
 ST0486  X           -  -1,649,075.557 (meters)                     COMP
 ST0486  Y           -  -3,990,018.661 (meters)                     COMP
 ST0486  Z           -   4,680,904.811 (meters)                     COMP
 ST0486  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 ST0486  ELLIP HEIGHT-        1377.49  (meters)          (10/12/00) GPS OBS
 ST0486  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 ST0486
 ST0486  HORZ ORDER  -  A
 ST0486  ELLP ORDER  -  THIRD     CLASS I
 ST0486
 ST0486.The horizontal coordinates were established by GPS observations
 ST0486.and adjusted by the National Geodetic Survey in October 2000..
 ST0486.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 ST0486.DATUM ITEM on the data sheet items page.
 ST0486
 ST0486.The orthometric height was determined by GPS observations and a
 ST0486.high-resolution geoid model.
 ST0486
 ST0486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ST0486
 ST0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0486
 ST0486.The ellipsoidal height was determined by GPS observations
 ST0486.and is referenced to NAD 83.
 ST0486
 ST0486.The geoid height was determined by GEOID03.
 ST0486
 ST0486;                    North         East     Units Scale Factor Converg.
 ST0486;SPC MT       -   365,908.549   377,537.616   MT  0.99942957   -2 09 42.6
 ST0486;SPC MT       - 1,200,487.37  1,238,640.47   iFT  0.99942957   -2 09 42.6
 ST0486;UTM  12      - 5,262,335.221   390,406.858   MT  0.99974760   -1 04 23.4
 ST0486
 ST0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0486!SPC MT       -   0.99978414  x   0.99942957  =   0.99921383
 ST0486!UTM  12      -   0.99978414  x   0.99974760  =   0.99953179
 ST0486
 ST0486|---------------------------------------------------------------------|
 ST0486| PID    Reference Object                     Distance      Geod. Az  |
 ST0486|                                                           dddmmss.s |
 ST0486| CN4094 CAREY RM 1                           16.485 METERS 15302     |
 ST0486| ST0511 HAYSTACK BUTTE TARGET               APPROX.13.8 KM 2110323.5 |
 ST0486| CN4095 CAREY RM 2                           17.194 METERS 25722     |
 ST0486| CN4093 CAREY AZ MK                                        3525219.7 |
 ST0486|---------------------------------------------------------------------|
 ST0486
 ST0486                          SUPERSEDED SURVEY CONTROL
 ST0486
 ST0486  NAD 83(1992)-  47 30 18.75830(N)    112 27 19.14474(W) AD(       ) B
 ST0486  NAD 83(1992)-  47 30 18.75576(N)    112 27 19.14297(W) AD(       ) 2
 ST0486  NAD 83(1986)-  47 30 18.76205(N)    112 27 19.12785(W) AD(       ) 2
 ST0486  NAD 27      -  47 30 18.95270(N)    112 27 16.03200(W) AD(       ) 2
 ST0486  NGVD 29 (07/19/86) 1390.26   (m)         4561.2    (f) LEVELING    3  
 ST0486
 ST0486.Superseded values are not recommended for survey control.
 ST0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0486.See file dsdata.txt to determine how the superseded data were derived.
 ST0486
 ST0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT9040762335(NAD 83)
 ST0486_MARKER: B = BOLT
 ST0486_SETTING: 80 = SET IN A BOULDER
 ST0486_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 ST0486_STAMPING: USGS 4558
 ST0486_MARK LOGO: NONE  
 ST0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0486+STABILITY: SURFACE MOTION
 ST0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0486+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1999
 ST0486
 ST0486  HISTORY     - Date     Condition        Report By
 ST0486  HISTORY     - 1960     MONUMENTED       CGS
 ST0486  HISTORY     - 1956     GOOD             USGS
 ST0486  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ST0486  HISTORY     - 1963     GOOD             CGS
 ST0486  HISTORY     - 19990907 GOOD             EMR
 ST0486
 ST0486                          STATION DESCRIPTION
 ST0486
 ST0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0486'THE STATION IS ON A LONE PROMINENT GRASSY NORTHEAST SOUTHWEST
 ST0486'RIDGE, ABOUT 4 MILES EAST AND 2 MILES NORTH OF NILON LAKE,
 ST0486'3 MILES WEST AND 1 MILE NORTH OF AUGUSTA, 3 MILES SOUTH
 ST0486'OF WILLOW CREEK RESERVOIR AND IN THE NORTHEAST 1/4 OF SECTION
 ST0486'11, T 20 N, R 7 W.  THE LAND IS OWNED BY MR. W. BARRETT.
 ST0486'
 ST0486'TO REACH FROM THE POST OFFICE IN AUGUSTA, GO WESTERLY ON MAIN
 ST0486'STREET FOR 0.2 MILE TO CROSSROAD, TURN RIGHT, NORTHERLY ON
 ST0486'MANIX STREET AT SIGN SUN RIVER ROAD FOR 3.5 MILES TO A WIRE
 ST0486'GATE ON THE LEFT 0.1 MILE BEFORE REACHING A SIDE ROAD RIGHT,
 ST0486'TURN LEFT, PASS THROUGH GATE, WESTERLY ON TRACK ROAD FOR 0.15
 ST0486'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST-SOUTHWEST
 ST0486'ON TRACK ROAD FOR 0.55 MILE TO A NORTH-SOUTH POWERLINE
 ST0486'CROSSING, TURN LEFT, SOUTHERLY ALONG POWERLINE FOR 0.35 MILE TO
 ST0486'THE TOP OF RIDGE, TURN LEFT, EASTERLY ALONG TOP OF RIDGE FOR
 ST0486'0.1 MILE TO A FENCE CORNER AND STATION.
 ST0486'
 ST0486'STATION MARK IS A 1 INCH COPPER PLUG, STAMPED USGS 4558,
 ST0486'CEMENTED IN A DRILL HOLE IN A 24 X 18 INCH BOULDER PROJECTING 6
 ST0486'INCHES.  IT IS 729 FEET NORTHEAST OF A POWERLINE POLE, 75 FEET
 ST0486'WEST-NORTHWEST OF A FENCE CORNER AND 58 FEET WEST OF A NORTH-SOUTH
 ST0486'FENCELINE AND IS ON THE HIGHEST POINT OF THE RIDGE.
 ST0486'
 ST0486'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAREY USGS NO 1
 ST0486'1960, CEMENTED IN A DRILL HOLE IN A 24 X 18 INCH BOULDER
 ST0486'PROJECTING 4 INCHES.  IT IS 716 FEET EAST-NORTHEAST OF THE
 ST0486'POWERLINE POLE, 34 FEET WEST-SOUTHWEST OF THE FENCE CORNER
 ST0486'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 ST0486'
 ST0486'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAREY USGS NO
 ST0486'2 1960, CEMENTED IN A DRILL HOLE IN A 2 X 1 FOOT BOULDER
 ST0486'PROJECTING 8 INCHES.  IT IS 677 FEET NORTHEAST OF THE POWERLINE
 ST0486'POLE, 118 FEET NORTHWEST OF THE FENCE CORNER, 111 FEET
 ST0486'WEST OF THE NORTH-SOUTH FENCELINE AND ABOUT 2 FEET LOWER
 ST0486'THAN THE STATION.
 ST0486'
 ST0486'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAREY USGS 1960,
 ST0486'CEMENTED IN A DRILL HOLE IN A 4 X 3 FOOT BOULDER PROJECTING
 ST0486'18 INCHES.  466 FEET WEST OF THE CENTER OF THE WIRE GATE,
 ST0486'195 FEET SOUTH OF A EAST-WEST FENCELINE AND 66 FEET NORTH OF
 ST0486'THE CENTER OF THE TRACK ROAD AND IS ON THE SOUTH SLOPE OF
 ST0486'A SMALL KNOLL.
 ST0486
 ST0486                          STATION RECOVERY (1956)
 ST0486
 ST0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ST0486'STATION MARK--COPPER BOLT, SET IN 24 X 18 IN. BOULDER IN PLACE,
 ST0486'AND STAMPED ---U.S.G.S. 4558---.
 ST0486
 ST0486                          STATION RECOVERY (1961)
 ST0486
 ST0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0486'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY OSCAR S. RISVOLD
 ST0486'IN 1960.
 ST0486
 ST0486                          STATION RECOVERY (1963)
 ST0486
 ST0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 ST0486'$
 ST0486'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 ST0486'GOOD CONDITION.
 ST0486'
 ST0486'THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
 ST0486
 ST0486                          STATION RECOVERY (1999)
 ST0486
 ST0486'RECOVERY NOTE BY ENERGY MINES AND RESOURCES 1999 (RJZ)
 ST0486'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0034 ***********************************************************************
 ST0034  DESIGNATION -  4560
 ST0034  PID         -  ST0034
 ST0034  STATE/COUNTY-  MT/TETON
 ST0034  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0034
 ST0034                         *CURRENT SURVEY CONTROL
 ST0034  ___________________________________________________________________
 ST0034* NAD 83(1986)-  47 41 06.     (N)    112 13 57.     (W)     SCALED    
 ST0034* NAVD 88     -      1392.063  (meters)    4567.13   (feet)  ADJUSTED  
 ST0034  ___________________________________________________________________
 ST0034  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 ST0034  DYNAMIC HT  -        1391.905 (meters)    4566.61  (feet)  COMP
 ST0034  MODELED GRAV-     980,449.4   (mgal)                       NAVD 88
 ST0034
 ST0034  VERT ORDER  -  SECOND    CLASS 0
 ST0034
 ST0034.The horizontal coordinates were scaled from a topographic map and have
 ST0034.an estimated accuracy of +/- 6 seconds.
 ST0034
 ST0034.The orthometric height was determined by differential leveling
 ST0034.and adjusted by the National Geodetic Survey in June 1991..
 ST0034
 ST0034.The geoid height was determined by GEOID03.
 ST0034
 ST0034.The dynamic height is computed by dividing the NAVD 88
 ST0034.geopotential number by the normal gravity value computed on the
 ST0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0034.degrees latitude (g = 980.6199 gals.).
 ST0034
 ST0034.The modeled gravity was interpolated from observed gravity values.
 ST0034
 ST0034;                    North         East    Units  Estimated Accuracy
 ST0034;SPC MT       -   385,270.      395,000.      MT  (+/- 180 meters Scaled)
 ST0034
 ST0034                          SUPERSEDED SURVEY CONTROL
 ST0034
 ST0034  NGVD 29 (??/??/92) 1391.061  (m)         4563.84   (f) ADJ UNCH    2 0
 ST0034
 ST0034.Superseded values are not recommended for survey control.
 ST0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0034.See file dsdata.txt to determine how the superseded data were derived.
 ST0034
 ST0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT075820(NAD 83)
 ST0034_MARKER: P = PIPE CAP
 ST0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0034_STAMPING: BUTTE 4560
 ST0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0034+STABILITY: SURFACE MOTION
 ST0034
 ST0034  HISTORY     - Date     Condition        Report By
 ST0034  HISTORY     - UNK      MONUMENTED       USGS
 ST0034  HISTORY     - 1961     GOOD             NGS
 ST0034
 ST0034                          STATION DESCRIPTION
 ST0034
 ST0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0034'9.35 MI S FROM CHOTEAU.
 ST0034'9.35 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0034'CHOTEAU, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET
 ST0034'NORTHEAST OF THE NORTHEAST END OF A WIRE GATE, 16.3 FEET NORTHWEST OF
 ST0034'A FENCE, 1.0 FOOT NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 ST0034'THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 ST0034'PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1001 ***********************************************************************
 SS1001  DESIGNATION -  46 RDS
 SS1001  PID         -  SS1001
 SS1001  STATE/COUNTY-  MT/CASCADE
 SS1001  USGS QUAD   -  CASCADE COLONY (1983)
 SS1001
 SS1001                         *CURRENT SURVEY CONTROL
 SS1001  ___________________________________________________________________
 SS1001* NAD 83(1986)-  47 23 36.     (N)    111 52 21.     (W)     SCALED    
 SS1001* NAVD 88     -      1092.452  (meters)    3584.15   (feet)  ADJUSTED  
 SS1001  ___________________________________________________________________
 SS1001  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 SS1001  DYNAMIC HT  -        1092.353 (meters)    3583.83  (feet)  COMP
 SS1001  MODELED GRAV-     980,484.3   (mgal)                       NAVD 88
 SS1001
 SS1001  VERT ORDER  -  SECOND    CLASS 0
 SS1001
 SS1001.The horizontal coordinates were scaled from a topographic map and have
 SS1001.an estimated accuracy of +/- 6 seconds.
 SS1001
 SS1001.The orthometric height was determined by differential leveling
 SS1001.and adjusted by the National Geodetic Survey in June 1991..
 SS1001
 SS1001.The geoid height was determined by GEOID03.
 SS1001
 SS1001.The dynamic height is computed by dividing the NAVD 88
 SS1001.geopotential number by the normal gravity value computed on the
 SS1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1001.degrees latitude (g = 980.6199 gals.).
 SS1001
 SS1001.The modeled gravity was interpolated from observed gravity values.
 SS1001
 SS1001;                    North         East    Units  Estimated Accuracy
 SS1001;SPC MT       -   351,990.      421,020.      MT  (+/- 180 meters Scaled)
 SS1001
 SS1001                          SUPERSEDED SURVEY CONTROL
 SS1001
 SS1001  NGVD 29 (??/??/92) 1091.515  (m)         3581.08   (f) ADJ UNCH    2 0
 SS1001
 SS1001.Superseded values are not recommended for survey control.
 SS1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1001.See file dsdata.txt to determine how the superseded data were derived.
 SS1001
 SS1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT341492(NAD 83)
 SS1001_MARKER: DD = SURVEY DISK
 SS1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1001_STAMPING: 46 RDS 1957
 SS1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1001+STABILITY: SURFACE MOTION
 SS1001
 SS1001  HISTORY     - Date     Condition        Report By
 SS1001  HISTORY     - 1957     MONUMENTED       USGS
 SS1001  HISTORY     - 1961     GOOD             NGS
 SS1001
 SS1001                          STATION DESCRIPTION
 SS1001
 SS1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1001'11.05 MI SE FROM SIMMS.
 SS1001'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1001'HIGHWAY 21 AT SIMMS, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE
 SS1001'6.8 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.05 MILE WEST OF THE CENTER
 SS1001'OF A CURVE, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 SS1001'SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 SS1001'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 SS1001'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0572 ***********************************************************************
 TK0572  DESIGNATION -  46 REB
 TK0572  PID         -  TK0572
 TK0572  STATE/COUNTY-  MT/PHILLIPS
 TK0572  USGS QUAD   -  CHAPMAN NW (1984)
 TK0572
 TK0572                         *CURRENT SURVEY CONTROL
 TK0572  ___________________________________________________________________
 TK0572* NAD 83(1986)-  48 52 39.     (N)    108 14 23.     (W)     SCALED    
 TK0572* NAVD 88     -       878.466  (meters)    2882.10   (feet)  POSTED    
 TK0572  ___________________________________________________________________
 TK0572  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 TK0572  DYNAMIC HT  -         878.570 (meters)    2882.44  (feet)  COMP
 TK0572  MODELED GRAV-     980,703.1   (mgal)                       NAVD 88
 TK0572
 TK0572  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0572
 TK0572.The horizontal coordinates were scaled from a topographic map and have
 TK0572.an estimated accuracy of +/- 6 seconds.
 TK0572
 TK0572.The orthometric height was determined by differential leveling
 TK0572.and adjusted by the National Geodetic Survey in 1992..
 TK0572.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0572.rate of 0.0 thru 1.0 mm/km.
 TK0572
 TK0572.The geoid height was determined by GEOID03.
 TK0572
 TK0572.The dynamic height is computed by dividing the NAVD 88
 TK0572.geopotential number by the normal gravity value computed on the
 TK0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0572.degrees latitude (g = 980.6199 gals.).
 TK0572
 TK0572.The modeled gravity was interpolated from observed gravity values.
 TK0572
 TK0572;                    North         East    Units  Estimated Accuracy
 TK0572;SPC MT       -   514,990.      692,430.      MT  (+/- 180 meters Scaled)
 TK0572
 TK0572                          SUPERSEDED SURVEY CONTROL
 TK0572
 TK0572.No superseded survey control is available for this station.
 TK0572
 TK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV023175(NAD 83)
 TK0572_MARKER: DB = BENCH MARK DISK
 TK0572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0572_SP_SET: COPPER-CLAD STEEL ROD
 TK0572_STAMPING: 46 REB 1979
 TK0572_MARK LOGO: USGS  
 TK0572_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0572_ROD/PIPE-DEPTH: 2.59 meters
 TK0572
 TK0572  HISTORY     - Date     Condition        Report By
 TK0572  HISTORY     - 1979     MONUMENTED       USGS
 TK0572
 TK0572                          STATION DESCRIPTION
 TK0572
 TK0572'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0572'13.2 KM (8.20 MI) EAST FROM TURNER.
 TK0572'8.19 MILES EAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER
 TK0572'ALONG THE RAILROAD, 0.2 MILES SOUTHWEST OF THE EAST 1/4 CORNER OF
 TK0572'SECTION 18, T36N, R27E, ABOUT 100 FEET WEST OF A CURVE NO - 73 SIGN,
 TK0572'134 FEET WEST OF A TELEGRAPH POLE WITH A GUY WIRE, 81 FEET NORTH OF
 TK0572'THE RAILROAD, AND 2.1 FEET SOUTHWEST OF A TELEGRAPH POLE.
 TK0572'THE MARK IS 1.0 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0393 ***********************************************************************
 RX0393  DESIGNATION -  4654
 RX0393  PID         -  RX0393
 RX0393  STATE/COUNTY-  MT/POWELL
 RX0393  USGS QUAD   -  OROFINO CREEK (1989)
 RX0393
 RX0393                         *CURRENT SURVEY CONTROL
 RX0393  ___________________________________________________________________
 RX0393* NAD 83(1986)-  46 17 58.     (N)    112 44 42.     (W)     SCALED    
 RX0393* NAVD 88     -      1423.139  (meters)    4669.08   (feet)  POSTED    
 RX0393  ___________________________________________________________________
 RX0393  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RX0393  DYNAMIC HT  -        1422.690 (meters)    4667.61  (feet)  COMP
 RX0393  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 RX0393
 RX0393  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RX0393
 RX0393.The horizontal coordinates were scaled from a topographic map and have
 RX0393.an estimated accuracy of +/- 6 seconds.
 RX0393
 RX0393.The orthometric height was determined by differential leveling
 RX0393.and adjusted by the National Geodetic Survey in 1992..
 RX0393.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RX0393.rate of 4.1 thru 8.0 mm/km.
 RX0393
 RX0393.The geoid height was determined by GEOID03.
 RX0393
 RX0393.The dynamic height is computed by dividing the NAVD 88
 RX0393.geopotential number by the normal gravity value computed on the
 RX0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0393.degrees latitude (g = 980.6199 gals.).
 RX0393
 RX0393.The modeled gravity was interpolated from observed gravity values.
 RX0393
 RX0393;                    North         East    Units  Estimated Accuracy
 RX0393;SPC MT       -   232,920.      350,200.      MT  (+/- 180 meters Scaled)
 RX0393
 RX0393                          SUPERSEDED SURVEY CONTROL
 RX0393
 RX0393  NGVD 29 (??/??/92) 1421.919  (m)         4665.08   (f) ADJ UNCH    1 2
 RX0393
 RX0393.Superseded values are not recommended for survey control.
 RX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0393.See file dsdata.txt to determine how the superseded data were derived.
 RX0393
 RX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS656287(NAD 83)
 RX0393_MARKER: P = PIPE CAP
 RX0393_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0393_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0393_STAMPING: 4665.256 BUTTE
 RX0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0393
 RX0393  HISTORY     - Date     Condition        Report By
 RX0393  HISTORY     - UNK      MONUMENTED       USGS
 RX0393  HISTORY     - 1959     GOOD             NGS
 RX0393  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0393
 RX0393                          STATION DESCRIPTION
 RX0393
 RX0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0393'6.7 MI S FROM DEER LODGE.
 RX0393'ABOUT 6.4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0393'STATION AT DEER LODGE, THENCE ABOUT 0.3 MILE SOUTH-SOUTHEAST ALONG A
 RX0393'DIRT ROAD, ABOUT 0.1 MILE EAST OF THE RAILROAD AND U. S. HIGHWAY 10S,
 RX0393'IN THE EAST SIDE OF SECTION 5, R 9 W, T 6 N, 28 FEET WEST OF THE
 RX0393'CENTER LINE OF THE ROAD, 173 FEET SOUTHWEST AND ACROSS THE ROAD FROM A
 RX0393'BRICK FARMHOUSE, 104 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 RX0393'HOUSE, 11 FEET EAST OF A POWER POLE, 2 FEET SOUTH OF A FENCE CORNER
 RX0393'POST, 0.3 FOOT EAST OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST,
 RX0393'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 3
 RX0393'1/2-INCH IRON PIPE PROJECTING 6 INCHES.
 RX0393
 RX0393                          STATION RECOVERY (1979)
 RX0393
 RX0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0393'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1022 ***********************************************************************
 SS1022  DESIGNATION -  47 RDS
 SS1022  PID         -  SS1022
 SS1022  STATE/COUNTY-  MT/CASCADE
 SS1022  USGS QUAD   -  CASCADE COLONY (1983)
 SS1022
 SS1022                         *CURRENT SURVEY CONTROL
 SS1022  ___________________________________________________________________
 SS1022* NAD 83(1986)-  47 25 01.     (N)    111 51 25.     (W)     SCALED    
 SS1022* NAVD 88     -      1073.775  (meters)    3522.88   (feet)  ADJUSTED  
 SS1022  ___________________________________________________________________
 SS1022  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 SS1022  DYNAMIC HT  -        1073.683 (meters)    3522.57  (feet)  COMP
 SS1022  MODELED GRAV-     980,490.2   (mgal)                       NAVD 88
 SS1022
 SS1022  VERT ORDER  -  SECOND    CLASS 0
 SS1022
 SS1022.The horizontal coordinates were scaled from a topographic map and have
 SS1022.an estimated accuracy of +/- 6 seconds.
 SS1022
 SS1022.The orthometric height was determined by differential leveling
 SS1022.and adjusted by the National Geodetic Survey in June 1991..
 SS1022
 SS1022.The geoid height was determined by GEOID03.
 SS1022
 SS1022.The dynamic height is computed by dividing the NAVD 88
 SS1022.geopotential number by the normal gravity value computed on the
 SS1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1022.degrees latitude (g = 980.6199 gals.).
 SS1022
 SS1022.The modeled gravity was interpolated from observed gravity values.
 SS1022
 SS1022;                    North         East    Units  Estimated Accuracy
 SS1022;SPC MT       -   354,580.      422,270.      MT  (+/- 180 meters Scaled)
 SS1022
 SS1022                          SUPERSEDED SURVEY CONTROL
 SS1022
 SS1022  NGVD 29 (??/??/92) 1072.840  (m)         3519.81   (f) ADJ UNCH    2 0
 SS1022
 SS1022.Superseded values are not recommended for survey control.
 SS1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1022.See file dsdata.txt to determine how the superseded data were derived.
 SS1022
 SS1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT353518(NAD 83)
 SS1022_MARKER: DD = SURVEY DISK
 SS1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1022_STAMPING: 47 RDS 1957
 SS1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1022+STABILITY: SURFACE MOTION
 SS1022
 SS1022  HISTORY     - Date     Condition        Report By
 SS1022  HISTORY     - 1957     MONUMENTED       USGS
 SS1022  HISTORY     - 1961     GOOD             NGS
 SS1022
 SS1022                          STATION DESCRIPTION
 SS1022
 SS1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1022'7.65 MI SW FROM FORT SHAW.
 SS1022'7.65 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE
 SS1022'CONGREGATIONAL CHURCH AT FORT SHAW, AT THE SUMMIT OF A SMALL HILL, AT
 SS1022'AN ANGLE IN THE FENCE LINE, 38 FEET SOUTH-SOUTHEAST OF THE CENTER LINE
 SS1022'OF THE ROAD, 10 1/2 FEET SOUTH OF A FENCE CORNER, 2 FEET NORTHWEST OF
 SS1022'A FENCE CORNER, 1.5 FEET NORTH-NORTHWEST OF A FENCE, 1.5 FEET
 SS1022'WEST-SOUTHWEST OF A FENCE, 2.0 FEET EAST-NORTHEAST OF A WITNESS POST,
 SS1022'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS1022'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0573 ***********************************************************************
 TK0573  DESIGNATION -  47 REB
 TK0573  PID         -  TK0573
 TK0573  STATE/COUNTY-  MT/PHILLIPS
 TK0573  USGS QUAD   -  CHAPMAN NW (1984)
 TK0573
 TK0573                         *CURRENT SURVEY CONTROL
 TK0573  ___________________________________________________________________
 TK0573* NAD 83(1986)-  48 52 54.     (N)    108 13 21.     (W)     SCALED    
 TK0573* NAVD 88     -       861.972  (meters)    2827.99   (feet)  POSTED    
 TK0573  ___________________________________________________________________
 TK0573  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TK0573  DYNAMIC HT  -         862.080 (meters)    2828.34  (feet)  COMP
 TK0573  MODELED GRAV-     980,705.5   (mgal)                       NAVD 88
 TK0573
 TK0573  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0573
 TK0573.The horizontal coordinates were scaled from a topographic map and have
 TK0573.an estimated accuracy of +/- 6 seconds.
 TK0573
 TK0573.The orthometric height was determined by differential leveling
 TK0573.and adjusted by the National Geodetic Survey in 1992..
 TK0573.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0573.rate of 0.0 thru 1.0 mm/km.
 TK0573
 TK0573.The geoid height was determined by GEOID03.
 TK0573
 TK0573.The dynamic height is computed by dividing the NAVD 88
 TK0573.geopotential number by the normal gravity value computed on the
 TK0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0573.degrees latitude (g = 980.6199 gals.).
 TK0573
 TK0573.The modeled gravity was interpolated from observed gravity values.
 TK0573
 TK0573;                    North         East    Units  Estimated Accuracy
 TK0573;SPC MT       -   515,470.      693,690.      MT  (+/- 180 meters Scaled)
 TK0573
 TK0573                          SUPERSEDED SURVEY CONTROL
 TK0573
 TK0573.No superseded survey control is available for this station.
 TK0573
 TK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV036180(NAD 83)
 TK0573_MARKER: DB = BENCH MARK DISK
 TK0573_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0573+WITH SETTING: INFORMATION.
 TK0573_SP_SET: SHALLOW-SET METAL ROD
 TK0573_STAMPING: 47 REB 1979
 TK0573_MARK LOGO: USGS  
 TK0573_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0573_ROD/PIPE-DEPTH: 1.52 meters
 TK0573
 TK0573  HISTORY     - Date     Condition        Report By
 TK0573  HISTORY     - 1979     MONUMENTED       USGS
 TK0573
 TK0573                          STATION DESCRIPTION
 TK0573
 TK0573'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0573'14.7 KM (9.15 MI) EAST FROM TURNER.
 TK0573'9.15 MILES EAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER
 TK0573'ALONG THE RAILROAD, NEAR THE CENTER OF THE EAST HALF OF SECTION 17,
 TK0573'T36N, R27E, AT THE EAST END OF A CUT SECTION FOR THE RAILROAD, AND
 TK0573'26.0 FEET SOUTH OF THE SOUTH RAIL, BY A 2-FOOT BOULDER.
 TK0573'THE MARK IS 4.6 FT  W FROM  A WITNESS POST
 TK0573'THE MARK IS 2.0 FT BELOW SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0511 ***********************************************************************
 SU0511  DESIGNATION -  4727
 SU0511  PID         -  SU0511
 SU0511  STATE/COUNTY-  MT/MINERAL
 SU0511  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0511
 SU0511                         *CURRENT SURVEY CONTROL
 SU0511  ___________________________________________________________________
 SU0511* NAD 83(1986)-  47 27 18.     (N)    115 41 47.     (W)     SCALED    
 SU0511* NAVD 88     -      1441.328  (meters)    4728.76   (feet)  ADJUSTED  
 SU0511  ___________________________________________________________________
 SU0511  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 SU0511  DYNAMIC HT  -        1441.126 (meters)    4728.09  (feet)  COMP
 SU0511  MODELED GRAV-     980,420.9   (mgal)                       NAVD 88
 SU0511
 SU0511  VERT ORDER  -  SECOND    CLASS 0
 SU0511
 SU0511.The horizontal coordinates were scaled from a topographic map and have
 SU0511.an estimated accuracy of +/- 6 seconds.
 SU0511
 SU0511.The orthometric height was determined by differential leveling
 SU0511.and adjusted by the National Geodetic Survey in June 1991..
 SU0511
 SU0511.The geoid height was determined by GEOID03.
 SU0511
 SU0511.The dynamic height is computed by dividing the NAVD 88
 SU0511.geopotential number by the normal gravity value computed on the
 SU0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0511.degrees latitude (g = 980.6199 gals.).
 SU0511
 SU0511.The modeled gravity was interpolated from observed gravity values.
 SU0511
 SU0511;                    North         East    Units  Estimated Accuracy
 SU0511;SPC MT       -   374,590.      133,500.      MT  (+/- 180 meters Scaled)
 SU0511
 SU0511                          SUPERSEDED SURVEY CONTROL
 SU0511
 SU0511  NGVD 29 (??/??/92) 1440.069  (m)         4724.63   (f) ADJ UNCH    2 0
 SU0511
 SU0511.Superseded values are not recommended for survey control.
 SU0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0511.See file dsdata.txt to determine how the superseded data were derived.
 SU0511
 SU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN982565(NAD 83)
 SU0511_MARKER: P = PIPE CAP
 SU0511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0511_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0511_STAMPING: 4727
 SU0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0511
 SU0511  HISTORY     - Date     Condition        Report By
 SU0511  HISTORY     - UNK      MONUMENTED       USGS
 SU0511  HISTORY     - 1935     GOOD             NGS
 SU0511
 SU0511                          STATION DESCRIPTION
 SU0511
 SU0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SU0511'6.3 MI E FROM MULLAN, ID.
 SU0511'IN MINERAL COUNTY, MONTANA, 6.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM
 SU0511'THE NORTHERN PACIFIC RAILWAY STATION AT MULLAN, SHOSHONE COUNTY,
 SU0511'IDAHO, 230 FEET SOUTH OF THE MONTANA-IDAHO STATE LINE, AT THE TOP OF
 SU0511'LOOKOUT PASS, 150 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 10, 72.7
 SU0511'FEET NORTH OF THE NORTHWEST CORNER OF THE NORTHERN PACIFIC RAILWAY
 SU0511'STATION AT LOOKOUT, AND 61.2 FEET WEST OF THE CENTERLINE OF THE MAIN
 SU0511'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE
 SU0511'TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0342 ***********************************************************************
 ST0342  DESIGNATION -  4727 BUTTE
 ST0342  PID         -  ST0342
 ST0342  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0342  USGS QUAD   -  BEAN LAKE (1995)
 ST0342
 ST0342                         *CURRENT SURVEY CONTROL
 ST0342  ___________________________________________________________________
 ST0342* NAD 83(1986)-  47 17 12.     (N)    112 24 18.     (W)     SCALED    
 ST0342* NAVD 88     -      1443.092  (meters)    4734.54   (feet)  ADJUSTED  
 ST0342  ___________________________________________________________________
 ST0342  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 ST0342  DYNAMIC HT  -        1442.845 (meters)    4733.73  (feet)  COMP
 ST0342  MODELED GRAV-     980,391.1   (mgal)                       NAVD 88
 ST0342
 ST0342  VERT ORDER  -  SECOND    CLASS 0
 ST0342
 ST0342.The horizontal coordinates were scaled from a topographic map and have
 ST0342.an estimated accuracy of +/- 6 seconds.
 ST0342
 ST0342.The orthometric height was determined by differential leveling
 ST0342.and adjusted by the National Geodetic Survey in June 1991..
 ST0342
 ST0342.The geoid height was determined by GEOID03.
 ST0342
 ST0342.The dynamic height is computed by dividing the NAVD 88
 ST0342.geopotential number by the normal gravity value computed on the
 ST0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0342.degrees latitude (g = 980.6199 gals.).
 ST0342
 ST0342.The modeled gravity was interpolated from observed gravity values.
 ST0342
 ST0342;                    North         East    Units  Estimated Accuracy
 ST0342;SPC MT       -   341,500.      380,420.      MT  (+/- 180 meters Scaled)
 ST0342
 ST0342                          SUPERSEDED SURVEY CONTROL
 ST0342
 ST0342  NGVD 29 (??/??/92) 1442.059  (m)         4731.16   (f) ADJ UNCH    2 0
 ST0342
 ST0342.Superseded values are not recommended for survey control.
 ST0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0342.See file dsdata.txt to determine how the superseded data were derived.
 ST0342
 ST0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT937379(NAD 83)
 ST0342_MARKER: P = PIPE CAP
 ST0342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0342_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0342_STAMPING: 4727 BUTTE 9
 ST0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0342
 ST0342  HISTORY     - Date     Condition        Report By
 ST0342  HISTORY     - UNK      MONUMENTED       USGS
 ST0342  HISTORY     - 1961     GOOD             NGS
 ST0342
 ST0342                          STATION DESCRIPTION
 ST0342
 ST0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0342'18.8 MI W FROM BOWMANS CORNER.
 ST0342'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0342'HIGHWAY 287 AT BOWMANS CORNER, THENCE 10.1 MILES NORTHWEST ALONG STATE
 ST0342'HIGHWAY 434, ON THE OUTSIDE OF A LONG CURVE, 39 FEET SOUTHWEST OF THE
 ST0342'CENTER LINE OF THE HIGHWAY, 21.5 FEET NORTHWEST OF THE CENTER OF A
 ST0342'GATE, 2 FEET NORTHWEST OF A FENCE JUNCTION, 0.7 FOOT SOUTHWEST OF A
 ST0342'FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 ST0342'THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 ST0342'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0381 ***********************************************************************
 RX0381  DESIGNATION -  4732
 RX0381  PID         -  RX0381
 RX0381  STATE/COUNTY-  MT/DEER LODGE
 RX0381  USGS QUAD   -  WARM SPRINGS (1989)
 RX0381
 RX0381                         *CURRENT SURVEY CONTROL
 RX0381  ___________________________________________________________________
 RX0381* NAD 83(1986)-  46 13 33.     (N)    112 46 15.     (W)     SCALED    
 RX0381* NAVD 88     -      1446.981  (meters)    4747.30   (feet)  ADJUSTED  
 RX0381  ___________________________________________________________________
 RX0381  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RX0381  DYNAMIC HT  -        1446.493 (meters)    4745.70  (feet)  COMP
 RX0381  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 RX0381
 RX0381  VERT ORDER  -  FIRST     CLASS II
 RX0381
 RX0381.The horizontal coordinates were scaled from a topographic map and have
 RX0381.an estimated accuracy of +/- 6 seconds.
 RX0381
 RX0381.The orthometric height was determined by differential leveling
 RX0381.and adjusted by the National Geodetic Survey in June 1991..
 RX0381
 RX0381.The geoid height was determined by GEOID03.
 RX0381
 RX0381.The dynamic height is computed by dividing the NAVD 88
 RX0381.geopotential number by the normal gravity value computed on the
 RX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0381.degrees latitude (g = 980.6199 gals.).
 RX0381
 RX0381.The modeled gravity was interpolated from observed gravity values.
 RX0381
 RX0381;                    North         East    Units  Estimated Accuracy
 RX0381;SPC MT       -   224,830.      347,870.      MT  (+/- 180 meters Scaled)
 RX0381
 RX0381                          SUPERSEDED SURVEY CONTROL
 RX0381
 RX0381  NGVD 29 (??/??/92) 1445.756  (m)         4743.28   (f) ADJ UNCH    1 2
 RX0381
 RX0381.Superseded values are not recommended for survey control.
 RX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0381.See file dsdata.txt to determine how the superseded data were derived.
 RX0381
 RX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS634206(NAD 83)
 RX0381_MARKER: P = PIPE CAP
 RX0381_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0381_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0381_STAMPING: 4743.540 BUTTE
 RX0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0381
 RX0381  HISTORY     - Date     Condition        Report By
 RX0381  HISTORY     - UNK      MONUMENTED       USGS
 RX0381  HISTORY     - 1959     GOOD             NGS
 RX0381  HISTORY     - 1979     POOR             NGS
 RX0381
 RX0381                          STATION DESCRIPTION
 RX0381
 RX0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0381'3.2 MI N FROM WARM SPRINGS.
 RX0381'ABOUT 3.2 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0381'STATION AT WARM SPRINGS, IN SECTION 31, R 9 W, T 6 N, 11 1/2 POLES
 RX0381'NORTH OF MILEPOST 28, 36 FEET EAST OF THE EAST RAIL, 59 FEET WEST OF
 RX0381'THE CENTER LINE OF U. S. HIGHWAY 10S, 151 FEET SOUTH-SOUTHEAST OF THE
 RX0381'LOADING SHOOT OF A WOODEN STOCK PEN, 1.1 FEET WEST OF A METAL WITNESS
 RX0381'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS AND THE HIGHWAY, AND
 RX0381'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 14 INCHES.
 RX0381
 RX0381                          STATION RECOVERY (1979)
 RX0381
 RX0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0381'ADD--3.1 MILES NORTH OF THE POST OFFICE AT WARM SPRINGS.
 RX0381'PIPE FOUND LEANING AND LOOSE AND OMITTED FROM THE 1979 LEVELS,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0093 ***********************************************************************
 TM0093  DESIGNATION -  4786
 TM0093  PID         -  TM0093
 TM0093  STATE/COUNTY-  MT/GLACIER
 TM0093  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM0093
 TM0093                         *CURRENT SURVEY CONTROL
 TM0093  ___________________________________________________________________
 TM0093* NAD 83(1986)-  48 26 28.     (N)    113 13 09.     (W)     SCALED    
 TM0093* NAVD 88     -      1462.884  (meters)    4799.48   (feet)  ADJUSTED  
 TM0093  ___________________________________________________________________
 TM0093  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 TM0093  DYNAMIC HT  -        1462.802 (meters)    4799.21  (feet)  COMP
 TM0093  MODELED GRAV-     980,503.2   (mgal)                       NAVD 88
 TM0093
 TM0093  VERT ORDER  -  FIRST     CLASS II
 TM0093
 TM0093.The horizontal coordinates were scaled from a topographic map and have
 TM0093.an estimated accuracy of +/- 6 seconds.
 TM0093
 TM0093.The orthometric height was determined by differential leveling
 TM0093.and adjusted by the National Geodetic Survey in June 1991..
 TM0093.WARNING-Repeat measurements at this control monument indicate possible
 TM0093.vertical movement.
 TM0093
 TM0093.The geoid height was determined by GEOID03.
 TM0093
 TM0093.The dynamic height is computed by dividing the NAVD 88
 TM0093.geopotential number by the normal gravity value computed on the
 TM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0093.degrees latitude (g = 980.6199 gals.).
 TM0093
 TM0093.The modeled gravity was interpolated from observed gravity values.
 TM0093
 TM0093;                    North         East    Units  Estimated Accuracy
 TM0093;SPC MT       -   472,260.      325,020.      MT  (+/- 180 meters Scaled)
 TM0093
 TM0093                          SUPERSEDED SURVEY CONTROL
 TM0093
 TM0093  NGVD 29 (??/??/92) 1461.656  (m)         4795.45   (f) ADJ UNCH    1 2
 TM0093
 TM0093.Superseded values are not recommended for survey control.
 TM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0093.See file dsdata.txt to determine how the superseded data were derived.
 TM0093
 TM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU358677(NAD 83)
 TM0093_MARKER: DD = SURVEY DISK
 TM0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TM0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TM0093_STAMPING: 4786 GN
 TM0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0093
 TM0093  HISTORY     - Date     Condition        Report By
 TM0093  HISTORY     - UNK      MONUMENTED       USGS
 TM0093  HISTORY     - 1933     GOOD             NGS
 TM0093  HISTORY     - 1978     GOOD             NGS
 TM0093
 TM0093                          STATION DESCRIPTION
 TM0093
 TM0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TM0093'IN GLACIER PARK.
 TM0093'AT GLACIER PARK, GLACIER COUNTY, ON THE GREAT NORTHERN RAILWAY, 362
 TM0093'FEET SOUTH OF THE STATION, 123 FEET WEST OF THE WEST TRACK, ON THE
 TM0093'EAST EDGE OF THE GLACIER PARK HOTEL LAWN, AND 65 FEET SOUTHWEST OF A
 TM0093'COMFORT STATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 TM0093'STAMPED 4786 GN AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 TM0093'PROJECTING 1 FOOT ABOVE GROUND.
 TM0093
 TM0093                          STATION RECOVERY (1978)
 TM0093
 TM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0093'IN EAST GLACIER, SET IN THE EAST EDGE OF THE LAWN OF THE EAST GLACIER
 TM0093'PARK LODGE BETWEEN THE RAILROAD AND THE LODGE, 362 FEET SOUTH OF
 TM0093'THE RAILROAD STATION, 232 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 TM0093'TO GLACIER PARK, 123 FEET WEST OF THE WEST RAIL, 6 FEET WEST OF A
 TM0093'FENCE AT THE EAST END OF THE LAWN, AND 129 FEET SOUTH OF THE EAST
 TM0093'END OF A WOODEN RAIL FENCE AND GATE.  NOTE=PIPE IS LEANING, HIGH
 TM0093'POINT IS NEAR THE S IN SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0829 ***********************************************************************
 TM0829  DESIGNATION -  4790.6=SITA
 TM0829  PID         -  TM0829
 TM0829  STATE/COUNTY-  MT/PONDERA
 TM0829  USGS QUAD   -  FOUR HORNS LAKE (1968)
 TM0829
 TM0829                         *CURRENT SURVEY CONTROL
 TM0829  ___________________________________________________________________
 TM0829* NAD 83(1992)-  48 18 00.63086(N)    112 43 13.03683(W)     ADJUSTED  
 TM0829* NAVD 88     -      1462.42   (+/-2cm)    4798.0    (feet)  VERTCON   
 TM0829  ___________________________________________________________________
 TM0829  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 TM0829  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 TM0829
 TM0829  HORZ ORDER  -  THIRD
 TM0829  VERT ORDER  -  THIRD ? (See Below)
 TM0829
 TM0829.The horizontal coordinates were established by classical geodetic methods
 TM0829.and adjusted by the National Geodetic Survey in July 1992..
 TM0829
 TM0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0829.The vertical order pertains to the NGVD 29 superseded value.
 TM0829
 TM0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0829
 TM0829.The geoid height was determined by GEOID03.
 TM0829
 TM0829;                    North         East     Units Scale Factor Converg.
 TM0829;SPC MT       -   454,968.729   361,234.046   MT  0.99964632   -2 21 20.4
 TM0829;SPC MT       - 1,492,679.56  1,185,151.07   iFT  0.99964632   -2 21 20.4
 TM0829;UTM  12      - 5,351,094.526   372,422.626   MT  0.99979998   -1 17 04.6
 TM0829
 TM0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0829!SPC MT       -   0.99977309  x   0.99964632  =   0.99941949
 TM0829!UTM  12      -   0.99977309  x   0.99979998  =   0.99957311
 TM0829
 TM0829:                Primary Azimuth Mark                     Grid Az
 TM0829:SPC MT       -  BADGER                                   049 45 46.5
 TM0829:UTM  12      -  BADGER                                   048 41 30.7
 TM0829
 TM0829|---------------------------------------------------------------------|
 TM0829| PID    Reference Object                     Distance      Geod. Az  |
 TM0829|                                                           dddmmss.s |
 TM0829| TM0308 BADGER                              APPROX.22.2 KM 0472426.1 |
 TM0829|---------------------------------------------------------------------|
 TM0829
 TM0829                          SUPERSEDED SURVEY CONTROL
 TM0829
 TM0829  NAD 83(1986)-  48 18 00.63899(N)    112 43 13.03035(W) AD(       ) 3
 TM0829  NAD 27      -  48 18 00.73609(N)    112 43 09.82020(W) AD(       ) 3
 TM0829  NGVD 29 (07/19/86) 1461.28   (m)         4794.2    (f) LEVELING    3  
 TM0829
 TM0829.Superseded values are not recommended for survey control.
 TM0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0829.See file dsdata.txt to determine how the superseded data were derived.
 TM0829
 TM0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU7242351095(NAD 83)
 TM0829
 TM0829  HISTORY     - Date     Condition        Report By
 TM0829  HISTORY     - 1964     MONUMENTED       CGS
 TM0829  HISTORY     - 1964     GOOD             NGS
 TM0829
 TM0829                          STATION DESCRIPTION
 TM0829
 TM0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0829'THE STATION IS ABOUT 22 MILES WEST OF VALIER, 5-1/2 MILES
 TM0829'EAST-NORTHEAST OF THE VILLAGE OF HEART BUTTE AND 9 MILES WEST
 TM0829'OF THE JUNCTION OF U.S. HIGHWAY 89 AND STATE HIGHWAY 216, NEAR
 TM0829'THE SOUTH END OF A PROMINENT BUTTE.
 TM0829'
 TM0829'THE STATION IS A USGS BRONZE DISK, STAMPED 4790.6, RIVETED
 TM0829'TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 11 INCHES.
 TM0829'
 TM0829'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SITA,
 TM0829'THE DISTANCE BEING 4.09 FEET OR 1.247 METERS SOUTH.
 TM0829
 TM0829                          STATION RECOVERY (1964)
 TM0829
 TM0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TM0829'ON PROMINENT ELEVATION, NEAR CENTER OF SE. 1/4 SECTION 1, T 29 N,
 TM0829'R 9 W.
 TM0829'
 TM0829'RECOVERED AS FOLLOWS
 TM0829'
 TM0829'TO REACH THIS STATION, TAKE T-RD. W. OF CHOTEAU ON GLACIER NATIONAL
 TM0829'PARK HIGHWAY 0.2 MI., N. OF BRIDGE OVER BIRCH CREEK, THENCE GO IN A
 TM0829'WESTERLY DIRECTION UP THE N. SIDE OF BIRCH CREEK (IN CREEK BOTTOM)
 TM0829'5.5 MI. TO RD. FORK, THENCE W. ABOUT 1.5 MI., THENCE N. PAST SHEEP
 TM0829'RANCH BUILDINGS AT CROSSING OF BLACKTAIL CREEK, THENCE N.
 TM0829'APPROXIMATELY 1.5 MI. TO RD. FORK, THENCE NORTHWESTERLY UP THE W.
 TM0829'FORK TO TOP OF RIDGE, THENCE SOUTHERLY ON RIDGE TO STATION.
 TM0829'
 TM0829'RECOVERED AND TIED TO NGS STATION ---SITA---.  LOCATED
 TM0829'4.09 FT. S. OF NGS STATION.
 TM0829'
 TM0829'STATION MARK--IRON POST, SET 3 FT. IN GROUND, NEAR S. END OF RIDGE.
 TM0829'
 TM0829'REFERENCE MARK NO. 1 (1934)--STANDARD REFERENCE TABLET, STAMPED
 TM0829'---NO. 1---, CEMENTED IN GRANITE ROCK SET IN EARTH, 25.05 FT. FROM
 TM0829'STATION, S 31 DEG 13 MIN E.
 TM0829'
 TM0829'REFERENCE MARK NO. 2 (1934)--STANDARD REFERENCE TABLET, STAMPED
 TM0829'---NO. 2---, CEMENTED IN GRANITE ROCK SET IN EARTH, 27.87 FT. FROM
 TM0829'STATION, S 78 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1020 ***********************************************************************
 SS1020  DESIGNATION -  48 RDS
 SS1020  PID         -  SS1020
 SS1020  STATE/COUNTY-  MT/CASCADE
 SS1020  USGS QUAD   -  CASCADE COLONY (1983)
 SS1020
 SS1020                         *CURRENT SURVEY CONTROL
 SS1020  ___________________________________________________________________
 SS1020* NAD 83(1986)-  47 26 07.     (N)    111 49 18.     (W)     SCALED    
 SS1020* NAVD 88     -      1103.818  (meters)    3621.44   (feet)  ADJUSTED  
 SS1020  ___________________________________________________________________
 SS1020  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SS1020  DYNAMIC HT  -        1103.730 (meters)    3621.15  (feet)  COMP
 SS1020  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 SS1020
 SS1020  VERT ORDER  -  SECOND    CLASS 0
 SS1020
 SS1020.The horizontal coordinates were scaled from a topographic map and have
 SS1020.an estimated accuracy of +/- 6 seconds.
 SS1020
 SS1020.The orthometric height was determined by differential leveling
 SS1020.and adjusted by the National Geodetic Survey in June 1991..
 SS1020
 SS1020.The geoid height was determined by GEOID03.
 SS1020
 SS1020.The dynamic height is computed by dividing the NAVD 88
 SS1020.geopotential number by the normal gravity value computed on the
 SS1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1020.degrees latitude (g = 980.6199 gals.).
 SS1020
 SS1020.The modeled gravity was interpolated from observed gravity values.
 SS1020
 SS1020;                    North         East    Units  Estimated Accuracy
 SS1020;SPC MT       -   356,530.      424,990.      MT  (+/- 180 meters Scaled)
 SS1020
 SS1020                          SUPERSEDED SURVEY CONTROL
 SS1020
 SS1020  NGVD 29 (??/??/92) 1102.888  (m)         3618.39   (f) ADJ UNCH    2 0
 SS1020
 SS1020.Superseded values are not recommended for survey control.
 SS1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1020.See file dsdata.txt to determine how the superseded data were derived.
 SS1020
 SS1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT380538(NAD 83)
 SS1020_MARKER: DD = SURVEY DISK
 SS1020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1020_STAMPING: 48 RDS 1957
 SS1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1020
 SS1020  HISTORY     - Date     Condition        Report By
 SS1020  HISTORY     - 1957     MONUMENTED       USGS
 SS1020  HISTORY     - 1961     GOOD             NGS
 SS1020
 SS1020                          STATION DESCRIPTION
 SS1020
 SS1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1020'5.25 MI S FROM FORT SHAW.
 SS1020'5.25 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE
 SS1020'CONGREGATIONAL CHURCH AT FORT SHAW, ON THE SOUTHWEST SLOPE OF A SMALL
 SS1020'HILL, 0.1 MILE WEST-SOUTHWEST OF A WIRE GATE IN FENCE LINE, 33 FEET
 SS1020'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 SS1020'NORTH-NORTHWEST OF A FENCE, 3 1/2 FEET NORTH-NORTHWEST OF A WITNESS
 SS1020'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND RIVETED TOP OF A 3
 SS1020'1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0574 ***********************************************************************
 TK0574  DESIGNATION -  48 REB
 TK0574  PID         -  TK0574
 TK0574  STATE/COUNTY-  MT/PHILLIPS
 TK0574  USGS QUAD   -  CHAPMAN NW (1984)
 TK0574
 TK0574                         *CURRENT SURVEY CONTROL
 TK0574  ___________________________________________________________________
 TK0574* NAD 83(1986)-  48 52 39.     (N)    108 12 03.     (W)     SCALED    
 TK0574* NAVD 88     -       843.633  (meters)    2767.82   (feet)  POSTED    
 TK0574  ___________________________________________________________________
 TK0574  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 TK0574  DYNAMIC HT  -         843.740 (meters)    2768.17  (feet)  COMP
 TK0574  MODELED GRAV-     980,707.2   (mgal)                       NAVD 88
 TK0574
 TK0574  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0574
 TK0574.The horizontal coordinates were scaled from a topographic map and have
 TK0574.an estimated accuracy of +/- 6 seconds.
 TK0574
 TK0574.The orthometric height was determined by differential leveling
 TK0574.and adjusted by the National Geodetic Survey in 1992..
 TK0574.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0574.rate of 0.0 thru 1.0 mm/km.
 TK0574
 TK0574.The geoid height was determined by GEOID03.
 TK0574
 TK0574.The dynamic height is computed by dividing the NAVD 88
 TK0574.geopotential number by the normal gravity value computed on the
 TK0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0574.degrees latitude (g = 980.6199 gals.).
 TK0574
 TK0574.The modeled gravity was interpolated from observed gravity values.
 TK0574
 TK0574;                    North         East    Units  Estimated Accuracy
 TK0574;SPC MT       -   515,040.      695,280.      MT  (+/- 180 meters Scaled)
 TK0574
 TK0574                          SUPERSEDED SURVEY CONTROL
 TK0574
 TK0574.No superseded survey control is available for this station.
 TK0574
 TK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV052176(NAD 83)
 TK0574_MARKER: DB = BENCH MARK DISK
 TK0574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0574_SP_SET: COPPER-CLAD STEEL ROD
 TK0574_STAMPING: 48 REB 1979
 TK0574_MARK LOGO: USGS  
 TK0574_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0574_ROD/PIPE-DEPTH: 5.79 meters
 TK0574
 TK0574  HISTORY     - Date     Condition        Report By
 TK0574  HISTORY     - 1979     MONUMENTED       USGS
 TK0574
 TK0574                          STATION DESCRIPTION
 TK0574
 TK0574'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0574'16.5 KM (10.25 MI) EAST FROM TURNER.
 TK0574'10.24 MILES EAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER
 TK0574'ALONG THE RAILROAD, NEAR THE CENTER OF THE SOUTH HALF OF SECTION 16,
 TK0574'T36N, R27E, 56.3 FEET NORTH OF THE NORTH RAIL, 50.7 FEET WEST OF A
 TK0574'TELEGRAPH POLE, 48.6 FEET WEST OF A SMALL ANGLE IN THE FENCE, AND 0.9
 TK0574'FEET SOUTH OF THE FENCE.
 TK0574'THE MARK IS 1.0 FT  E FROM  A WITNESS POST
 TK0574'THE MARK IS 3.0 FT BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0370 ***********************************************************************
 RX0370  DESIGNATION -  4880
 RX0370  PID         -  RX0370
 RX0370  STATE/COUNTY-  MT/DEER LODGE
 RX0370  USGS QUAD   -  WARM SPRINGS (1989)
 RX0370
 RX0370                         *CURRENT SURVEY CONTROL
 RX0370  ___________________________________________________________________
 RX0370* NAD 83(1986)-  46 07 46.     (N)    112 47 53.     (W)     SCALED    
 RX0370* NAVD 88     -      1491.888  (meters)    4894.64   (feet)  ADJUSTED  
 RX0370  ___________________________________________________________________
 RX0370  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RX0370  DYNAMIC HT  -        1491.369 (meters)    4892.93  (feet)  COMP
 RX0370  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 RX0370
 RX0370  VERT ORDER  -  FIRST     CLASS II
 RX0370
 RX0370.The horizontal coordinates were scaled from a topographic map and have
 RX0370.an estimated accuracy of +/- 6 seconds.
 RX0370
 RX0370.The orthometric height was determined by differential leveling
 RX0370.and adjusted by the National Geodetic Survey in June 1991..
 RX0370
 RX0370.The geoid height was determined by GEOID03.
 RX0370
 RX0370.The dynamic height is computed by dividing the NAVD 88
 RX0370.geopotential number by the normal gravity value computed on the
 RX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0370.degrees latitude (g = 980.6199 gals.).
 RX0370
 RX0370.The modeled gravity was interpolated from observed gravity values.
 RX0370
 RX0370;                    North         East    Units  Estimated Accuracy
 RX0370;SPC MT       -   214,220.      345,320.      MT  (+/- 180 meters Scaled)
 RX0370
 RX0370                          SUPERSEDED SURVEY CONTROL
 RX0370
 RX0370  NGVD 29 (??/??/92) 1490.665  (m)         4890.62   (f) ADJ UNCH    1 2
 RX0370
 RX0370.Superseded values are not recommended for survey control.
 RX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0370.See file dsdata.txt to determine how the superseded data were derived.
 RX0370
 RX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS610100(NAD 83)
 RX0370_MARKER: P = PIPE CAP
 RX0370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0370_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0370_STAMPING: 4890.804 BUTTE
 RX0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0370
 RX0370  HISTORY     - Date     Condition        Report By
 RX0370  HISTORY     - UNK      MONUMENTED       USGS
 RX0370  HISTORY     - 1959     GOOD             NGS
 RX0370  HISTORY     - 1979     POOR             NGS
 RX0370  HISTORY     - 1987     POOR             USPSQD
 RX0370
 RX0370                          STATION DESCRIPTION
 RX0370
 RX0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0370'3.65 MI S FROM WARM SPRINGS.
 RX0370'ABOUT 3.65 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0370'STATION AT WARM SPRINGS, IN THE WEST SIDE OF SECTION 1, R 10 W, T 4 N,
 RX0370'13 1/2 POLES SOUTH OF MILEPOST 22, 33 FEET EAST OF THE EAST RAIL, 62
 RX0370'FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 10S, 101 FEET SOUTH OF A
 RX0370'24-INCH TUBULAR CULVERT UNDER THE TRACKS, 14 FEET WEST OF A FENCE, 1.0
 RX0370'FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 RX0370'THE TRACKS, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 18
 RX0370'INCHES.  NOTE-- THIS MARK WAS FOUND LOOSE IN THE GROUND.
 RX0370
 RX0370                          STATION RECOVERY (1979)
 RX0370
 RX0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0370'MARK WAS FOUND AND WAS THEREFORE NOT LEVELED TO IN
 RX0370'1979.
 RX0370
 RX0370                          STATION RECOVERY (1987)
 RX0370
 RX0370'RECOVERY NOTE BY US POWER SQUADRON 1987 (DJW)
 RX0370'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1014 ***********************************************************************
 SS1014  DESIGNATION -  49 RDS
 SS1014  PID         -  SS1014
 SS1014  STATE/COUNTY-  MT/CASCADE
 SS1014  USGS QUAD   -  CASCADE COLONY (1983)
 SS1014
 SS1014                         *CURRENT SURVEY CONTROL
 SS1014  ___________________________________________________________________
 SS1014* NAD 83(1986)-  47 28 14.     (N)    111 48 18.     (W)     SCALED    
 SS1014* NAVD 88     -      1083.814  (meters)    3555.81   (feet)  ADJUSTED  
 SS1014  ___________________________________________________________________
 SS1014  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 SS1014  DYNAMIC HT  -        1083.732 (meters)    3555.54  (feet)  COMP
 SS1014  MODELED GRAV-     980,499.6   (mgal)                       NAVD 88
 SS1014
 SS1014  VERT ORDER  -  SECOND    CLASS 0
 SS1014
 SS1014.The horizontal coordinates were scaled from a topographic map and have
 SS1014.an estimated accuracy of +/- 6 seconds.
 SS1014
 SS1014.The orthometric height was determined by differential leveling
 SS1014.and adjusted by the National Geodetic Survey in June 1991..
 SS1014
 SS1014.The geoid height was determined by GEOID03.
 SS1014
 SS1014.The dynamic height is computed by dividing the NAVD 88
 SS1014.geopotential number by the normal gravity value computed on the
 SS1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1014.degrees latitude (g = 980.6199 gals.).
 SS1014
 SS1014.The modeled gravity was interpolated from observed gravity values.
 SS1014
 SS1014;                    North         East    Units  Estimated Accuracy
 SS1014;SPC MT       -   360,420.      426,360.      MT  (+/- 180 meters Scaled)
 SS1014
 SS1014                          SUPERSEDED SURVEY CONTROL
 SS1014
 SS1014  NGVD 29 (??/??/92) 1082.884  (m)         3552.76   (f) ADJ UNCH    2 0
 SS1014
 SS1014.Superseded values are not recommended for survey control.
 SS1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1014.See file dsdata.txt to determine how the superseded data were derived.
 SS1014
 SS1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT393577(NAD 83)
 SS1014_MARKER: DD = SURVEY DISK
 SS1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1014_STAMPING: 49 RDS 1957
 SS1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1014+STABILITY: SURFACE MOTION
 SS1014
 SS1014  HISTORY     - Date     Condition        Report By
 SS1014  HISTORY     - 1957     MONUMENTED       USGS
 SS1014  HISTORY     - 1961     GOOD             NGS
 SS1014
 SS1014                          STATION DESCRIPTION
 SS1014
 SS1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1014'2.55 MI S FROM FORT SHAW.
 SS1014'2.55 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE
 SS1014'CONGREGATIONAL CHURCH AT FORT SHAW, 30 FEET WEST OF THE CENTER LINE OF
 SS1014'THE ROAD, 51 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 SS1014'BRIDGE OVER AN IRRIGATION CANAL, 25 FEET SOUTH OF THE CENTER OF A GATE
 SS1014'IN FENCE LINE, 2 1/2 FEET SOUTHWEST OF TELEPHONE POLE 7, 1.0 FOOT EAST
 SS1014'OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 SS1014'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS1014'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0575 ***********************************************************************
 TK0575  DESIGNATION -  49 REB
 TK0575  PID         -  TK0575
 TK0575  STATE/COUNTY-  MT/PHILLIPS
 TK0575  USGS QUAD   -  CHAPMAN NW (1984)
 TK0575
 TK0575                         *CURRENT SURVEY CONTROL
 TK0575  ___________________________________________________________________
 TK0575* NAD 83(1986)-  48 52 41.     (N)    108 10 56.     (W)     SCALED    
 TK0575* NAVD 88     -       833.916  (meters)    2735.94   (feet)  POSTED    
 TK0575  ___________________________________________________________________
 TK0575  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TK0575  DYNAMIC HT  -         834.020 (meters)    2736.28  (feet)  COMP
 TK0575  MODELED GRAV-     980,709.1   (mgal)                       NAVD 88
 TK0575
 TK0575  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0575
 TK0575.The horizontal coordinates were scaled from a topographic map and have
 TK0575.an estimated accuracy of +/- 6 seconds.
 TK0575
 TK0575.The orthometric height was determined by differential leveling
 TK0575.and adjusted by the National Geodetic Survey in 1992..
 TK0575.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0575.rate of 0.0 thru 1.0 mm/km.
 TK0575
 TK0575.The geoid height was determined by GEOID03.
 TK0575
 TK0575.The dynamic height is computed by dividing the NAVD 88
 TK0575.geopotential number by the normal gravity value computed on the
 TK0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0575.degrees latitude (g = 980.6199 gals.).
 TK0575
 TK0575.The modeled gravity was interpolated from observed gravity values.
 TK0575
 TK0575;                    North         East    Units  Estimated Accuracy
 TK0575;SPC MT       -   515,120.      696,650.      MT  (+/- 180 meters Scaled)
 TK0575
 TK0575                          SUPERSEDED SURVEY CONTROL
 TK0575
 TK0575.No superseded survey control is available for this station.
 TK0575
 TK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV065177(NAD 83)
 TK0575_MARKER: DB = BENCH MARK DISK
 TK0575_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0575+WITH SETTING: INFORMATION.
 TK0575_SP_SET: SHALLOW-SET METAL ROD
 TK0575_STAMPING: 49 REB 1979
 TK0575_MARK LOGO: USGS  
 TK0575_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0575_ROD/PIPE-DEPTH: 1.52 meters
 TK0575
 TK0575  HISTORY     - Date     Condition        Report By
 TK0575  HISTORY     - 1979     MONUMENTED       USGS
 TK0575
 TK0575                          STATION DESCRIPTION
 TK0575
 TK0575'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0575'17.9 KM (11.10 MI) EAST FROM TURNER.
 TK0575'11.11 MILES EAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER
 TK0575'ALONG THE RAILROAD, NEAR THE CENTER OF SECTION 15, T36N, R27E, ABOUT
 TK0575'120 FEET WEST OF THE WEST END OF A 40 - FOOT RAILROAD TRESSLE (NO -
 TK0575'54.3), 45.4 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET NORTH OF A
 TK0575'FENCE.
 TK0575'THE MARK IS 2.1 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0085 ***********************************************************************
 TM0085  DESIGNATION -  4902
 TM0085  PID         -  TM0085
 TM0085  STATE/COUNTY-  MT/FLATHEAD
 TM0085  USGS QUAD   -  BLACKTAIL (1994)
 TM0085
 TM0085                         *CURRENT SURVEY CONTROL
 TM0085  ___________________________________________________________________
 TM0085* NAD 83(1986)-  48 17 46.     (N)    113 24 58.     (W)     SCALED    
 TM0085* NAVD 88     -      1498.419  (meters)    4916.06   (feet)  ADJUSTED  
 TM0085  ___________________________________________________________________
 TM0085  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 TM0085  DYNAMIC HT  -        1498.310 (meters)    4915.71  (feet)  COMP
 TM0085  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 TM0085
 TM0085  VERT ORDER  -  FIRST     CLASS II
 TM0085
 TM0085.The horizontal coordinates were scaled from a topographic map and have
 TM0085.an estimated accuracy of +/- 6 seconds.
 TM0085
 TM0085.The orthometric height was determined by differential leveling
 TM0085.and adjusted by the National Geodetic Survey in June 1991..
 TM0085
 TM0085.The geoid height was determined by GEOID03.
 TM0085
 TM0085.The dynamic height is computed by dividing the NAVD 88
 TM0085.geopotential number by the normal gravity value computed on the
 TM0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0085.degrees latitude (g = 980.6199 gals.).
 TM0085
 TM0085.The modeled gravity was interpolated from observed gravity values.
 TM0085
 TM0085;                    North         East    Units  Estimated Accuracy
 TM0085;SPC MT       -   456,870.      309,660.      MT  (+/- 180 meters Scaled)
 TM0085
 TM0085                          SUPERSEDED SURVEY CONTROL
 TM0085
 TM0085  NGVD 29 (??/??/92) 1497.124  (m)         4911.81   (f) ADJ UNCH    1 2
 TM0085
 TM0085.Superseded values are not recommended for survey control.
 TM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0085.See file dsdata.txt to determine how the superseded data were derived.
 TM0085
 TM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU208520(NAD 83)
 TM0085_MARKER: B = BOLT
 TM0085_SETTING: 66 = SET IN ROCK OUTCROP
 TM0085_SP_SET: ROCK LEDGE
 TM0085_STAMPING: 4902 GN
 TM0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0085+STABILITY: POSITION/ELEVATION WELL
 TM0085
 TM0085  HISTORY     - Date     Condition        Report By
 TM0085  HISTORY     - UNK      MONUMENTED       USGS
 TM0085  HISTORY     - 1933     GOOD             NGS
 TM0085
 TM0085                          STATION DESCRIPTION
 TM0085
 TM0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TM0085'3.9 MI SW FROM SUMMIT.
 TM0085'3.9 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0085'AT SUMMIT, FLATHEAD COUNTY, 300 FEET EAST OF MILEPOST 1155, 10 FEET
 TM0085'NORTH OF THE NORTH TRACK, IN THE FOOT OF A ROCK LEDGE, AND ABOUT 1
 TM0085'FOOT ABOVE THE TOP OF THE RAIL.  THE TOP OF AN IRON TRACK BOLT,
 TM0085'STAMPED 4902 GN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0836 ***********************************************************************
 RX0836  DESIGNATION -  4974.46
 RX0836  PID         -  RX0836
 RX0836  STATE/COUNTY-  MT/JEFFERSON
 RX0836  USGS QUAD   -  BOULDER WEST (1996)
 RX0836
 RX0836                         *CURRENT SURVEY CONTROL
 RX0836  ___________________________________________________________________
 RX0836* NAD 83(1986)-  46 14 06.     (N)    112 08 47.     (W)     SCALED    
 RX0836* NAVD 88     -      1517.250  (meters)    4977.84   (feet)  ADJUSTED  
 RX0836  ___________________________________________________________________
 RX0836  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 RX0836  DYNAMIC HT  -        1516.739 (meters)    4976.17  (feet)  COMP
 RX0836  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 RX0836
 RX0836  VERT ORDER  -  FIRST     CLASS II
 RX0836
 RX0836.The horizontal coordinates were scaled from a topographic map and have
 RX0836.an estimated accuracy of +/- 6 seconds.
 RX0836
 RX0836.The orthometric height was determined by differential leveling
 RX0836.and adjusted by the National Geodetic Survey in June 1991..
 RX0836
 RX0836.The geoid height was determined by GEOID03.
 RX0836
 RX0836.The dynamic height is computed by dividing the NAVD 88
 RX0836.geopotential number by the normal gravity value computed on the
 RX0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0836.degrees latitude (g = 980.6199 gals.).
 RX0836
 RX0836.The modeled gravity was interpolated from observed gravity values.
 RX0836
 RX0836;                    North         East    Units  Estimated Accuracy
 RX0836;SPC MT       -   224,030.      396,020.      MT  (+/- 180 meters Scaled)
 RX0836
 RX0836                          SUPERSEDED SURVEY CONTROL
 RX0836
 RX0836.No superseded survey control is available for this station.
 RX0836
 RX0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS116207(NAD 83)
 RX0836_MARKER: DB = BENCH MARK DISK
 RX0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0836_SP_SET: CONCRETE POST
 RX0836_STAMPING: 4947.46
 RX0836_PROJECTION: PROJECTING 61 CENTIMETERS
 RX0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0836+STABILITY: SURFACE MOTION
 RX0836
 RX0836  HISTORY     - Date     Condition        Report By
 RX0836  HISTORY     - UNK      MONUMENTED       MTSHC
 RX0836  HISTORY     - 1979     POOR             NGS
 RX0836
 RX0836                          STATION DESCRIPTION
 RX0836
 RX0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0836'1.7 MI WEST FROM BOULDER.
 RX0836'1.7 MILES WEST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 164 OVERPASS IN
 RX0836'BOULDER, SET IN A 4X4 INCH BY 2 FOOT HIGH CONCRETE PREFAB POST,
 RX0836'109.8 FEET NORTH OF THE CENTERLINE OF TEMPORARY INTERSTATE
 RX0836'HIGHWAY 15, AND 1.6 FEET SOUTH OF A FENCE.  NOTE=BENCH MARK IS SUBJECT
 RX0836'TO MOVEMENT.
 RX0836'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0365 ***********************************************************************
 RX0365  DESIGNATION -  4984
 RX0365  PID         -  RX0365
 RX0365  STATE/COUNTY-  MT/DEER LODGE
 RX0365  USGS QUAD   -  OPPORTUNITY (1989)
 RX0365
 RX0365                         *CURRENT SURVEY CONTROL
 RX0365  ___________________________________________________________________
 RX0365* NAD 83(1986)-  46 04 43.     (N)    112 47 52.     (W)     SCALED    
 RX0365* NAVD 88     -      1523.761  (meters)    4999.21   (feet)  ADJUSTED  
 RX0365  ___________________________________________________________________
 RX0365  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 RX0365  DYNAMIC HT  -        1523.222 (meters)    4997.44  (feet)  COMP
 RX0365  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 RX0365
 RX0365  VERT ORDER  -  FIRST     CLASS II
 RX0365
 RX0365.The horizontal coordinates were scaled from a topographic map and have
 RX0365.an estimated accuracy of +/- 6 seconds.
 RX0365
 RX0365.The orthometric height was determined by differential leveling
 RX0365.and adjusted by the National Geodetic Survey in June 1991..
 RX0365
 RX0365.The geoid height was determined by GEOID03.
 RX0365
 RX0365.The dynamic height is computed by dividing the NAVD 88
 RX0365.geopotential number by the normal gravity value computed on the
 RX0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0365.degrees latitude (g = 980.6199 gals.).
 RX0365
 RX0365.The modeled gravity was interpolated from observed gravity values.
 RX0365
 RX0365;                    North         East    Units  Estimated Accuracy
 RX0365;SPC MT       -   208,580.      345,100.      MT  (+/- 180 meters Scaled)
 RX0365
 RX0365                          SUPERSEDED SURVEY CONTROL
 RX0365
 RX0365  NGVD 29 (??/??/92) 1522.536  (m)         4995.19   (f) ADJ UNCH    1 2
 RX0365
 RX0365.Superseded values are not recommended for survey control.
 RX0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0365.See file dsdata.txt to determine how the superseded data were derived.
 RX0365
 RX0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS609043(NAD 83)
 RX0365_MARKER: P = PIPE CAP
 RX0365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0365_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0365_STAMPING: 4995.462 BUTTE
 RX0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0365
 RX0365  HISTORY     - Date     Condition        Report By
 RX0365  HISTORY     - UNK      MONUMENTED       CGS
 RX0365  HISTORY     - 1959     GOOD             NGS
 RX0365
 RX0365                          STATION DESCRIPTION
 RX0365
 RX0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0365'7.1 MI S FROM WARM SPRINGS.
 RX0365'ABOUT 7.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0365'STATION AT WARM SPRINGS, IN THE SOUTHEAST CORNER OF SECTION 23, R 10
 RX0365'W, T 4 N, 2 POLES NORTH OF MILEPOST 18, 17 POLES SOUTH OF THE ROAD
 RX0365'CROSSING AT STEWART SIDING, 94 FEET WEST OF THE WEST RAIL, 46 FEET
 RX0365'WEST OF A FENCE, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 RX0365'47.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 RX0365'OF THE TRACKS, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 12
 RX0365'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0117 ***********************************************************************
 RW0117  DESIGNATION -  5
 RW0117  PID         -  RW0117
 RW0117  STATE/COUNTY-  MT/MEAGHER
 RW0117  USGS QUAD   -  WHITE SULPHUR SPRING (1995)
 RW0117
 RW0117                         *CURRENT SURVEY CONTROL
 RW0117  ___________________________________________________________________
 RW0117* NAD 83(1986)-  46 32 01.     (N)    110 54 19.     (W)     SCALED    
 RW0117* NAVD 88     -      1535.777  (meters)    5038.63   (feet)  ADJUSTED  
 RW0117  ___________________________________________________________________
 RW0117  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 RW0117  DYNAMIC HT  -        1535.362 (meters)    5037.27  (feet)  COMP
 RW0117  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 RW0117
 RW0117  VERT ORDER  -  SECOND    CLASS 0
 RW0117
 RW0117.The horizontal coordinates were scaled from a topographic map and have
 RW0117.an estimated accuracy of +/- 6 seconds.
 RW0117
 RW0117.The orthometric height was determined by differential leveling
 RW0117.and adjusted by the National Geodetic Survey in June 1991..
 RW0117
 RW0117.The geoid height was determined by GEOID03.
 RW0117
 RW0117.The dynamic height is computed by dividing the NAVD 88
 RW0117.geopotential number by the normal gravity value computed on the
 RW0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0117.degrees latitude (g = 980.6199 gals.).
 RW0117
 RW0117.The modeled gravity was interpolated from observed gravity values.
 RW0117
 RW0117;                    North         East    Units  Estimated Accuracy
 RW0117;SPC MT       -   254,730.      492,260.      MT  (+/- 180 meters Scaled)
 RW0117
 RW0117                          SUPERSEDED SURVEY CONTROL
 RW0117
 RW0117  NGVD 29 (??/??/92) 1534.686  (m)         5035.05   (f) ADJ UNCH    2 0
 RW0117
 RW0117.Superseded values are not recommended for survey control.
 RW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0117.See file dsdata.txt to determine how the superseded data were derived.
 RW0117
 RW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS072533(NAD 83)
 RW0117_MARKER: DD = SURVEY DISK
 RW0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0117_STAMPING: 5
 RW0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0117+STABILITY: SURFACE MOTION
 RW0117
 RW0117  HISTORY     - Date     Condition        Report By
 RW0117  HISTORY     - UNK      MONUMENTED
 RW0117  HISTORY     - 1934     GOOD             NGS
 RW0117
 RW0117                          STATION DESCRIPTION
 RW0117
 RW0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RW0117'1.2 MI S FROM WHITE SULPHUR SPRINGS.
 RW0117'1.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, 230
 RW0117'FEET SOUTH OF A SIDE ROAD LEADING TO THE CEMETERY, 42 FEET EAST OF THE
 RW0117'CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 RW0117'A STATE SURVEY STANDARD DISK, STAMPED 5 AND SET IN THE TOP OF A
 RW0117'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0019 ***********************************************************************
 QW0019  DESIGNATION -  5
 QW0019  PID         -  QW0019
 QW0019  STATE/COUNTY-  MT/YELLOWSTONE
 QW0019  USGS QUAD   -  HUNTLEY (1975)
 QW0019
 QW0019                         *CURRENT SURVEY CONTROL
 QW0019  ___________________________________________________________________
 QW0019* NAD 83(1986)-  45 53 59.     (N)    108 17 40.     (W)     SCALED    
 QW0019* NAVD 88     -       920.488  (meters)    3019.97   (feet)  ADJUSTED  
 QW0019  ___________________________________________________________________
 QW0019  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 QW0019  DYNAMIC HT  -         920.314 (meters)    3019.40  (feet)  COMP
 QW0019  MODELED GRAV-     980,395.8   (mgal)                       NAVD 88
 QW0019
 QW0019  VERT ORDER  -  FIRST     CLASS II
 QW0019
 QW0019.The horizontal coordinates were scaled from a topographic map and have
 QW0019.an estimated accuracy of +/- 6 seconds.
 QW0019
 QW0019.The orthometric height was determined by differential leveling
 QW0019.and adjusted by the National Geodetic Survey in June 1991..
 QW0019
 QW0019.The geoid height was determined by GEOID03.
 QW0019
 QW0019.The dynamic height is computed by dividing the NAVD 88
 QW0019.geopotential number by the normal gravity value computed on the
 QW0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0019.degrees latitude (g = 980.6199 gals.).
 QW0019
 QW0019.The modeled gravity was interpolated from observed gravity values.
 QW0019
 QW0019;                    North         East    Units  Estimated Accuracy
 QW0019;SPC MT       -   184,060.      693,510.      MT  (+/- 180 meters Scaled)
 QW0019
 QW0019                          SUPERSEDED SURVEY CONTROL
 QW0019
 QW0019  NGVD 29 (??/??/92)  919.763  (m)         3017.59   (f) ADJ UNCH    1 2
 QW0019
 QW0019.Superseded values are not recommended for survey control.
 QW0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0019.See file dsdata.txt to determine how the superseded data were derived.
 QW0019
 QW0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR098864(NAD 83)
 QW0019_MARKER: DD = SURVEY DISK
 QW0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0019_SP_SET: CULVERT
 QW0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0019
 QW0019  HISTORY     - Date     Condition        Report By
 QW0019  HISTORY     - UNK      MONUMENTED       BOR
 QW0019  HISTORY     - 1957     GOOD             NGS
 QW0019
 QW0019                          STATION DESCRIPTION
 QW0019
 QW0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0019'0.85 MI E FROM HUNTLEY.
 QW0019'ABOUT 0.85 MILE EAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 QW0019'RAILROAD FROM THE STATION AT HUNTLEY, 7 POLES SOUTHWEST OF MILEPOST
 QW0019'828, AT A ROAD CROSSING, IN THE TOP AND CENTER OF THE SOUTHEAST
 QW0019'CONCRETE HEAD WALL OF A TWIN CHANNEL CULVERT, 29 FEET SOUTHEAST OF THE
 QW0019'SOUTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 QW0019'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0523 ***********************************************************************
 SU0523  DESIGNATION -  5
 SU0523  PID         -  SU0523
 SU0523  STATE/COUNTY-  MT/MINERAL
 SU0523  USGS QUAD   -  SALTESE (1988)
 SU0523
 SU0523                         *CURRENT SURVEY CONTROL
 SU0523  ___________________________________________________________________
 SU0523* NAD 83(1986)-  47 25 09.     (N)    115 35 44.     (W)     SCALED    
 SU0523* NAVD 88     -      1105.216  (meters)    3626.03   (feet)  ADJUSTED  
 SU0523  ___________________________________________________________________
 SU0523  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 SU0523  DYNAMIC HT  -        1105.097 (meters)    3625.64  (feet)  COMP
 SU0523  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 SU0523
 SU0523  VERT ORDER  -  SECOND    CLASS 0
 SU0523
 SU0523.The horizontal coordinates were scaled from a topographic map and have
 SU0523.an estimated accuracy of +/- 6 seconds.
 SU0523
 SU0523.The orthometric height was determined by differential leveling
 SU0523.and adjusted by the National Geodetic Survey in June 1991..
 SU0523
 SU0523.The geoid height was determined by GEOID03.
 SU0523
 SU0523.The dynamic height is computed by dividing the NAVD 88
 SU0523.geopotential number by the normal gravity value computed on the
 SU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0523.degrees latitude (g = 980.6199 gals.).
 SU0523
 SU0523.The modeled gravity was interpolated from observed gravity values.
 SU0523
 SU0523;                    North         East    Units  Estimated Accuracy
 SU0523;SPC MT       -   370,030.      140,770.      MT  (+/- 180 meters Scaled)
 SU0523
 SU0523                          SUPERSEDED SURVEY CONTROL
 SU0523
 SU0523  NGVD 29 (??/??/92) 1103.996  (m)         3622.03   (f) ADJ UNCH    2 0
 SU0523
 SU0523.Superseded values are not recommended for survey control.
 SU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0523.See file dsdata.txt to determine how the superseded data were derived.
 SU0523
 SU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN059527(NAD 83)
 SU0523_MARKER: DB = BENCH MARK DISK
 SU0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0523_SP_SET: FOUNDATION
 SU0523_STAMPING: 5 1911 3625
 SU0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0523
 SU0523  HISTORY     - Date     Condition        Report By
 SU0523  HISTORY     - 1911     MONUMENTED       USGS
 SU0523  HISTORY     - 1935     GOOD             NGS
 SU0523
 SU0523                          STATION DESCRIPTION
 SU0523
 SU0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SU0523'IN TAFT.
 SU0523'AT TAFT, MINERAL COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 500 FEET
 SU0523'SOUTHEAST OF THE TAFT HOTEL, 290 FEET SOUTH OF THE CENTERLINE OF THE
 SU0523'TRACK, 75 FEET NORTH OF ST. REGIS RIVER, 75 FEET SOUTHEAST OF A
 SU0523'HIGH-TENSION POLE, AND IN THE TOP OF THE NORTHEAST CONCRETE FOUNDATION
 SU0523'FOR MACHINERY IN A GROUP OF ABANDONED FOUNDATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0070 ***********************************************************************
 TJ0070  DESIGNATION -  5
 TJ0070  PID         -  TJ0070
 TJ0070  STATE/COUNTY-  MT/VALLEY
 TJ0070  USGS QUAD   -  FORT PECK (1972)
 TJ0070
 TJ0070                         *CURRENT SURVEY CONTROL
 TJ0070  ___________________________________________________________________
 TJ0070* NAD 83(1986)-  48 00 05.     (N)    106 28 34.     (W)     SCALED    
 TJ0070* NAVD 88     -       691.188  (meters)    2267.67   (feet)  ADJUSTED  
 TJ0070  ___________________________________________________________________
 TJ0070  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 TJ0070  DYNAMIC HT  -         691.246 (meters)    2267.86  (feet)  COMP
 TJ0070  MODELED GRAV-     980,672.1   (mgal)                       NAVD 88
 TJ0070
 TJ0070  VERT ORDER  -  FIRST     CLASS II
 TJ0070
 TJ0070.The horizontal coordinates were scaled from a topographic map and have
 TJ0070.an estimated accuracy of +/- 6 seconds.
 TJ0070
 TJ0070.The orthometric height was determined by differential leveling
 TJ0070.and adjusted by the National Geodetic Survey in June 1991..
 TJ0070
 TJ0070.The geoid height was determined by GEOID03.
 TJ0070
 TJ0070.The dynamic height is computed by dividing the NAVD 88
 TJ0070.geopotential number by the normal gravity value computed on the
 TJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0070.degrees latitude (g = 980.6199 gals.).
 TJ0070
 TJ0070.The modeled gravity was interpolated from observed gravity values.
 TJ0070
 TJ0070;                    North         East    Units  Estimated Accuracy
 TJ0070;SPC MT       -   421,200.      825,490.      MT  (+/- 180 meters Scaled)
 TJ0070
 TJ0070                          SUPERSEDED SURVEY CONTROL
 TJ0070
 TJ0070  NGVD 29 (??/??/92)  690.56   (m)         2265.6    (f) COMPUTED    1 2
 TJ0070
 TJ0070.Superseded values are not recommended for survey control.
 TJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0070.See file dsdata.txt to determine how the superseded data were derived.
 TJ0070
 TJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP898175(NAD 83)
 TJ0070_MARKER: DD = SURVEY DISK
 TJ0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0070_STAMPING: B. M. 5
 TJ0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0070
 TJ0070  HISTORY     - Date     Condition        Report By
 TJ0070  HISTORY     - UNK      MONUMENTED       DOD
 TJ0070  HISTORY     - 1948     GOOD             NGS
 TJ0070
 TJ0070                          STATION DESCRIPTION
 TJ0070
 TJ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0070'1.55 MI SWW FROM FORT PECK.
 TJ0070'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0070'PECK, THENCE 0.95 MILE WEST ALONG STATE HIGHWAY 22, 166.0 FEET NORTH
 TJ0070'OF THE CENTER LINE OF THE FORT PECK DAM, 109.8 FEET NORTHEAST OF THE
 TJ0070'NORTHERLY ONE OF THE FIRST DOUBLE TRANSMISSION LINE POLES EAST OF THE
 TJ0070'WEST END OF THE DAM, 99.0 FEET SOUTH OF THE CENTER LINE OF THE
 TJ0070'HIGHWAY, 48.0 FEET EAST OF THE SECOND POWER POLE EAST OF THE WEST END
 TJ0070'OF THE DAM, 1.8 FEET SOUTH OF A 6 X 8 IN. REFERENCE POST, SET IN THE
 TJ0070'TOP OF A CONCRETE FILLED PIPE WHICH IS SET INSIDE OF ANOTHER IRON PIPE
 TJ0070'AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0603 ***********************************************************************
 RX0603  DESIGNATION -  5 1
 RX0603  PID         -  RX0603
 RX0603  STATE/COUNTY-  MT/GRANITE
 RX0603  USGS QUAD   -  PHILIPSBURG (1996)
 RX0603
 RX0603                         *CURRENT SURVEY CONTROL
 RX0603  ___________________________________________________________________
 RX0603* NAD 83(1986)-  46 21 25.     (N)    113 18 54.     (W)     SCALED    
 RX0603* NAVD 88     -      1539.154  (meters)    5049.71   (feet)  ADJUSTED  
 RX0603  ___________________________________________________________________
 RX0603  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 RX0603  DYNAMIC HT  -        1538.657 (meters)    5048.08  (feet)  COMP
 RX0603  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 RX0603
 RX0603  VERT ORDER  -  SECOND    CLASS 0
 RX0603
 RX0603.The horizontal coordinates were scaled from a topographic map and have
 RX0603.an estimated accuracy of +/- 6 seconds.
 RX0603
 RX0603.The orthometric height was determined by differential leveling
 RX0603.and adjusted by the National Geodetic Survey in June 1991..
 RX0603
 RX0603.The geoid height was determined by GEOID03.
 RX0603
 RX0603.The dynamic height is computed by dividing the NAVD 88
 RX0603.geopotential number by the normal gravity value computed on the
 RX0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0603.degrees latitude (g = 980.6199 gals.).
 RX0603
 RX0603.The modeled gravity was interpolated from observed gravity values.
 RX0603
 RX0603;                    North         East    Units  Estimated Accuracy
 RX0603;SPC MT       -   241,280.      306,660.      MT  (+/- 180 meters Scaled)
 RX0603
 RX0603                          SUPERSEDED SURVEY CONTROL
 RX0603
 RX0603  NGVD 29 (??/??/92) 1537.942  (m)         5045.73   (f) ADJ UNCH    2 0
 RX0603
 RX0603.Superseded values are not recommended for survey control.
 RX0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0603.See file dsdata.txt to determine how the superseded data were derived.
 RX0603
 RX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS219363(NAD 83)
 RX0603_MARKER: DB = BENCH MARK DISK
 RX0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0603_STAMPING: CWA 5-1
 RX0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0603+STABILITY: SURFACE MOTION
 RX0603
 RX0603  HISTORY     - Date     Condition        Report By
 RX0603  HISTORY     - UNK      MONUMENTED       CGS
 RX0603  HISTORY     - 1934     GOOD             NGS
 RX0603
 RX0603                          STATION DESCRIPTION
 RX0603
 RX0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0603'2.0 MI N FROM PHILIPSBURG.
 RX0603'2.0 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM PHILIPSBURG,
 RX0603'GRANITE COUNTY, 1 POLE NORTH OF MILEPOST 24, 120 FEET SOUTH OF THE
 RX0603'CROSSING OF A SECONDARY ROAD LEADING THROUGH A FARMHOUSE YARD, AND 9
 RX0603'FEET EAST OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED CWA 5-1
 RX0603'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0441 ***********************************************************************
 ST0441  DESIGNATION -  5 B
 ST0441  PID         -  ST0441
 ST0441  STATE/COUNTY-  MT/MISSOULA
 ST0441  USGS QUAD   -  CYGNET LAKE (1994)
 ST0441
 ST0441                         *CURRENT SURVEY CONTROL
 ST0441  ___________________________________________________________________
 ST0441* NAD 83(1986)-  47 26 14.     (N)    113 38 55.     (W)     SCALED    
 ST0441* NAVD 88     -      1219.505  (meters)    4000.99   (feet)  ADJUSTED  
 ST0441  ___________________________________________________________________
 ST0441  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0441  DYNAMIC HT  -        1219.332 (meters)    4000.43  (feet)  COMP
 ST0441  MODELED GRAV-     980,429.4   (mgal)                       NAVD 88
 ST0441
 ST0441  VERT ORDER  -  SECOND    CLASS 0
 ST0441
 ST0441.The horizontal coordinates were scaled from a topographic map and have
 ST0441.an estimated accuracy of +/- 6 seconds.
 ST0441
 ST0441.The orthometric height was determined by differential leveling
 ST0441.and adjusted by the National Geodetic Survey in June 1991..
 ST0441
 ST0441.The geoid height was determined by GEOID03.
 ST0441
 ST0441.The dynamic height is computed by dividing the NAVD 88
 ST0441.geopotential number by the normal gravity value computed on the
 ST0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0441.degrees latitude (g = 980.6199 gals.).
 ST0441
 ST0441.The modeled gravity was interpolated from observed gravity values.
 ST0441
 ST0441;                    North         East    Units  Estimated Accuracy
 ST0441;SPC MT       -   362,440.      287,380.      MT  (+/- 180 meters Scaled)
 ST0441
 ST0441                          SUPERSEDED SURVEY CONTROL
 ST0441
 ST0441  NGVD 29 (??/??/92) 1218.351  (m)         3997.21   (f) ADJ UNCH    2 0
 ST0441
 ST0441.Superseded values are not recommended for survey control.
 ST0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0441.See file dsdata.txt to determine how the superseded data were derived.
 ST0441
 ST0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT002571(NAD 83)
 ST0441_MARKER: DD = SURVEY DISK
 ST0441_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ST0441_SP_SET: UNSP. ROCK
 ST0441_STAMPING: 5 B 1934
 ST0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0441
 ST0441  HISTORY     - Date     Condition        Report By
 ST0441  HISTORY     - 1934     MONUMENTED       USGS
 ST0441
 ST0441                          STATION DESCRIPTION
 ST0441
 ST0441'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 ST0441'7.0 MI S FROM RUMBLE CREEK.
 ST0441'7.0 MILES SOUTH ALONG STATE HIGHWAY 31 FROM RUMBLE CREEK, MISSOULA
 ST0441'COUNTY, 60 FEET SOUTHWEST OF THE JUNCTION OF THE ROAD LEADING TO
 ST0441'HOLLAND LAKE, 12 FEET NORTHWEST OF A FENCE CORNER, AND IN A ROCK.  A
 ST0441'U.S. GEOLO GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5 B 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0656 ***********************************************************************
 QW0656  DESIGNATION -  5 DHW
 QW0656  PID         -  QW0656
 QW0656  STATE/COUNTY-  MT/YELLOWSTONE
 QW0656  USGS QUAD   -  BADBABY COULEE (1980)
 QW0656
 QW0656                         *CURRENT SURVEY CONTROL
 QW0656  ___________________________________________________________________
 QW0656* NAD 83(1986)-  45 44 03.     (N)    108 20 26.     (W)     SCALED    
 QW0656* NAVD 88     -      1089.877  (meters)    3575.70   (feet)  POSTED    
 QW0656  ___________________________________________________________________
 QW0656  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 QW0656  DYNAMIC HT  -        1089.620 (meters)    3574.86  (feet)  COMP
 QW0656  MODELED GRAV-     980,341.3   (mgal)                       NAVD 88
 QW0656
 QW0656  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0656
 QW0656.The horizontal coordinates were scaled from a topographic map and have
 QW0656.an estimated accuracy of +/- 6 seconds.
 QW0656
 QW0656.The orthometric height was determined by differential leveling
 QW0656.and adjusted by the National Geodetic Survey in 1992..
 QW0656.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0656.rate of 0.0 thru 1.0 mm/km.
 QW0656
 QW0656.The geoid height was determined by GEOID03.
 QW0656
 QW0656.The dynamic height is computed by dividing the NAVD 88
 QW0656.geopotential number by the normal gravity value computed on the
 QW0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0656.degrees latitude (g = 980.6199 gals.).
 QW0656
 QW0656.The modeled gravity was interpolated from observed gravity values.
 QW0656
 QW0656;                    North         East    Units  Estimated Accuracy
 QW0656;SPC MT       -   165,610.      690,210.      MT  (+/- 180 meters Scaled)
 QW0656
 QW0656                          SUPERSEDED SURVEY CONTROL
 QW0656
 QW0656  NGVD 29 (??/??/92) 1089.08   (m)         3573.1    (f) COMPUTED    3 0
 QW0656
 QW0656.Superseded values are not recommended for survey control.
 QW0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0656.See file dsdata.txt to determine how the superseded data were derived.
 QW0656
 QW0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR069679(NAD 83)
 QW0656_MARKER: DB = BENCH MARK DISK
 QW0656_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0656_SP_SET: PREFAB CONC. POST IN EARTH
 QW0656_STAMPING: 5 DHW 1967
 QW0656_MARK LOGO: USGS  
 QW0656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0656+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0656
 QW0656  HISTORY     - Date     Condition        Report By
 QW0656  HISTORY     - 1967     MONUMENTED       USGS
 QW0656
 QW0656                          STATION DESCRIPTION
 QW0656
 QW0656'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0656'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 7.5 MILES
 QW0656'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A LARGE TURNOUT, IN THE
 QW0656'NORTHEAST 1/4 CORNER OF SECTION 14/TOWNSHIP 1 SOUTH/RANGE 37 EAST, 58
 QW0656'FEET NORTHWEST ALONG THE HIGHWAY FROM THE NORTHWEST END OF THE
 QW0656'TURNOUT, 113 FEET NORTH OF THE HIGHWAY, 3 FEET SOUTH OF A
 QW0656'RIGHT-OF-WAY FENCE, AT THE TOP OF A SMALL RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0374 ***********************************************************************
 QU0374  DESIGNATION -  5 JLP
 QU0374  PID         -  QU0374
 QU0374  STATE/COUNTY-  MT/POWDER RIVER
 QU0374  USGS QUAD   -  SAYLE (1995)
 QU0374
 QU0374                         *CURRENT SURVEY CONTROL
 QU0374  ___________________________________________________________________
 QU0374* NAD 83(1986)-  45 14 10.     (N)    105 59 20.     (W)     SCALED    
 QU0374* NAVD 88     -      1193.220  (meters)    3914.76   (feet)  ADJUSTED  
 QU0374  ___________________________________________________________________
 QU0374  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 QU0374  DYNAMIC HT  -        1192.873 (meters)    3913.62  (feet)  COMP
 QU0374  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 QU0374
 QU0374  VERT ORDER  -  THIRD
 QU0374
 QU0374.The horizontal coordinates were scaled from a topographic map and have
 QU0374.an estimated accuracy of +/- 6 seconds.
 QU0374
 QU0374.The orthometric height was determined by differential leveling
 QU0374.and adjusted by the National Geodetic Survey in June 1991..
 QU0374
 QU0374.The geoid height was determined by GEOID03.
 QU0374
 QU0374.The dynamic height is computed by dividing the NAVD 88
 QU0374.geopotential number by the normal gravity value computed on the
 QU0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0374.degrees latitude (g = 980.6199 gals.).
 QU0374
 QU0374.The modeled gravity was interpolated from observed gravity values.
 QU0374
 QU0374;                    North         East    Units  Estimated Accuracy
 QU0374;SPC MT       -   115,780.      875,570.      MT  (+/- 180 meters Scaled)
 QU0374
 QU0374                          SUPERSEDED SURVEY CONTROL
 QU0374
 QU0374.No superseded survey control is available for this station.
 QU0374
 QU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL223096(NAD 83)
 QU0374_MARKER: DB = BENCH MARK DISK
 QU0374_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QU0374_SP_SET: PREFAB CONC. POST IN EARTH
 QU0374_STAMPING: 5 JLP 1966
 QU0374_MARK LOGO: USGS  
 QU0374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QU0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0374+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QU0374
 QU0374  HISTORY     - Date     Condition        Report By
 QU0374  HISTORY     - 1966     MONUMENTED       USGS
 QU0374
 QU0374                          STATION DESCRIPTION
 QU0374
 QU0374'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QU0374'FROM BROADUS, MONTANA POST OFFICE, PROCEED 25.4 MILES SOUTHWEST ALONG
 QU0374'MOORHEAD ROAD, THENCE 13.0 MILES NORTHWEST ALONG BLOOM CREEK ROAD,
 QU0374'0.5 MILES SOUTH AND 10.4 MILES SOUTHEAST OF FORT HOWE RANGER STATION,
 QU0374'1.0 MILE NORTH OF SAYLE, NEAR NORTHWEST CORNER OF SECTION 16/TOWNSHIP
 QU0374'7 SOUTH/RANGE 47 EAST, 119 FEET NORTHWEST OF THE ROAD INTERSECTION,
 QU0374'80 FEET NORTH OF THE EAST-WEST ROAD AND 68 FEET WEST OF A NORTH-SOUTH
 QU0374'ROAD, PROJECTING 0.2 FEET.  OR, FROM BIRNEY, MONTANA, PROCEED 33.9
 QU0374'MILES SOUTH AND EAST ALONG A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0631 ***********************************************************************
 RU0631  DESIGNATION -  5 JRP
 RU0631  PID         -  RU0631
 RU0631  STATE/COUNTY-  MT/ROSEBUD
 RU0631  USGS QUAD   -  INDIAN CREEK (1971)
 RU0631
 RU0631                         *CURRENT SURVEY CONTROL
 RU0631  ___________________________________________________________________
 RU0631* NAD 83(1986)-  46 11 53.     (N)    106 18 50.     (W)     SCALED    
 RU0631* NAVD 88     -       812.752  (meters)    2666.50   (feet)  ADJUSTED  
 RU0631  ___________________________________________________________________
 RU0631  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 RU0631  DYNAMIC HT  -         812.658 (meters)    2666.20  (feet)  COMP
 RU0631  MODELED GRAV-     980,472.3   (mgal)                       NAVD 88
 RU0631
 RU0631  VERT ORDER  -  THIRD
 RU0631
 RU0631.The horizontal coordinates were scaled from a topographic map and have
 RU0631.an estimated accuracy of +/- 6 seconds.
 RU0631
 RU0631.The orthometric height was determined by differential leveling
 RU0631.and adjusted by the National Geodetic Survey in June 1991..
 RU0631
 RU0631.The geoid height was determined by GEOID03.
 RU0631
 RU0631.The dynamic height is computed by dividing the NAVD 88
 RU0631.geopotential number by the normal gravity value computed on the
 RU0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0631.degrees latitude (g = 980.6199 gals.).
 RU0631
 RU0631.The modeled gravity was interpolated from observed gravity values.
 RU0631
 RU0631;                    North         East    Units  Estimated Accuracy
 RU0631;SPC MT       -   221,480.      845,730.      MT  (+/- 180 meters Scaled)
 RU0631
 RU0631                          SUPERSEDED SURVEY CONTROL
 RU0631
 RU0631  NGVD 29 (??/??/92)  812.12   (m)         2664.4    (f) COMPUTED    3 0
 RU0631
 RU0631.Superseded values are not recommended for survey control.
 RU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0631.See file dsdata.txt to determine how the superseded data were derived.
 RU0631
 RU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM986168(NAD 83)
 RU0631_MARKER: DB = BENCH MARK DISK
 RU0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0631_SP_SET: COPPER-CLAD STEEL ROD
 RU0631_STAMPING: 5 JRP 1969
 RU0631_MARK LOGO: USGS  
 RU0631_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0631+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0631
 RU0631  HISTORY     - Date     Condition        Report By
 RU0631  HISTORY     - 1969     MONUMENTED       USGS
 RU0631
 RU0631                          STATION DESCRIPTION
 RU0631
 RU0631'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0631'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0631'AND 12, THENCE 6.3 MILES SOUTHEAST ALONG SWEENEY CREEK ROAD, ON THE
 RU0631'SUMMIT OF A RISE, 85 FEET NORTHWEST OF A CORRUGATED PIPE CULVERT, 38
 RU0631'FEET SOUTHWEST OF THE CENTER OF THE ROAD, 2.5 FEET SOUTH OF AN IRON
 RU0631'WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH
 RU0631'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0692 ***********************************************************************
 QW0692  DESIGNATION -  5 JRP
 QW0692  PID         -  QW0692
 QW0692  STATE/COUNTY-  MT/CARBON
 QW0692  USGS QUAD   -  PRYOR NW (1967)
 QW0692
 QW0692                         *CURRENT SURVEY CONTROL
 QW0692  ___________________________________________________________________
 QW0692* NAD 83(1986)-  45 26 53.     (N)    108 42 52.     (W)     SCALED    
 QW0692* NAVD 88     -      1321.761  (meters)    4336.48   (feet)  POSTED    
 QW0692  ___________________________________________________________________
 QW0692  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 QW0692  DYNAMIC HT  -        1321.380 (meters)    4335.23  (feet)  COMP
 QW0692  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 QW0692
 QW0692  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0692
 QW0692.The horizontal coordinates were scaled from a topographic map and have
 QW0692.an estimated accuracy of +/- 6 seconds.
 QW0692
 QW0692.The orthometric height was determined by differential leveling
 QW0692.and adjusted by the National Geodetic Survey in 1992..
 QW0692.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0692.rate of 0.0 thru 1.0 mm/km.
 QW0692
 QW0692.The geoid height was determined by GEOID03.
 QW0692
 QW0692.The dynamic height is computed by dividing the NAVD 88
 QW0692.geopotential number by the normal gravity value computed on the
 QW0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0692.degrees latitude (g = 980.6199 gals.).
 QW0692
 QW0692.The modeled gravity was interpolated from observed gravity values.
 QW0692
 QW0692;                    North         East    Units  Estimated Accuracy
 QW0692;SPC MT       -   133,460.      661,440.      MT  (+/- 180 meters Scaled)
 QW0692
 QW0692                          SUPERSEDED SURVEY CONTROL
 QW0692
 QW0692  NGVD 29 (??/??/92) 1320.88   (m)         4333.6    (f) COMPUTED    3 0
 QW0692
 QW0692.Superseded values are not recommended for survey control.
 QW0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0692.See file dsdata.txt to determine how the superseded data were derived.
 QW0692
 QW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR787352(NAD 83)
 QW0692_MARKER: DB = BENCH MARK DISK
 QW0692_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0692_SP_SET: PREFAB CONC. POST IN EARTH
 QW0692_STAMPING: 5 JRP 1967
 QW0692_MARK LOGO: USGS  
 QW0692_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0692+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0692
 QW0692  HISTORY     - Date     Condition        Report By
 QW0692  HISTORY     - 1967     MONUMENTED       USGS
 QW0692
 QW0692                          STATION DESCRIPTION
 QW0692
 QW0692'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0692'FROM EDGAR, MONTANA POST OFFICE, PROCEED 7.5 MILES EAST ALONG PRYOR
 QW0692'ROAD, 0.8 MILES EAST OF A RANCH HOUSE, 48 FEET NORTH AND 7 INCHES
 QW0692'LOWER THAN THE ROAD, 17 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 QW0692'SOUTH OF A RIGHT-OF-WAY FENCE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0343 ***********************************************************************
 QU0343  DESIGNATION -  5 RCN
 QU0343  PID         -  QU0343
 QU0343  STATE/COUNTY-  MT/CARTER
 QU0343  USGS QUAD   -  STAGVILLE DRAW (1993)
 QU0343
 QU0343                         *CURRENT SURVEY CONTROL
 QU0343  ___________________________________________________________________
 QU0343* NAD 83(1986)-  45 47 03.     (N)    104 36 33.     (W)     SCALED    
 QU0343* NAVD 88     -      1111.310  (meters)    3646.02   (feet)  ADJUSTED  
 QU0343  ___________________________________________________________________
 QU0343  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 QU0343  DYNAMIC HT  -        1111.076 (meters)    3645.26  (feet)  COMP
 QU0343  MODELED GRAV-     980,365.9   (mgal)                       NAVD 88
 QU0343
 QU0343  VERT ORDER  -  THIRD
 QU0343
 QU0343.The horizontal coordinates were scaled from a topographic map and have
 QU0343.an estimated accuracy of +/- 6 seconds.
 QU0343
 QU0343.The orthometric height was determined by differential leveling
 QU0343.and adjusted by the National Geodetic Survey in June 1991..
 QU0343
 QU0343.The geoid height was determined by GEOID03.
 QU0343
 QU0343.The dynamic height is computed by dividing the NAVD 88
 QU0343.geopotential number by the normal gravity value computed on the
 QU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0343.degrees latitude (g = 980.6199 gals.).
 QU0343
 QU0343.The modeled gravity was interpolated from observed gravity values.
 QU0343
 QU0343;                    North         East    Units  Estimated Accuracy
 QU0343;SPC MT       -   182,360.      979,940.      MT  (+/- 180 meters Scaled)
 QU0343
 QU0343                          SUPERSEDED SURVEY CONTROL
 QU0343
 QU0343.No superseded survey control is available for this station.
 QU0343
 QU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL303701(NAD 83)
 QU0343_MARKER: DB = BENCH MARK DISK
 QU0343_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0343_SP_SET: COPPER-CLAD STEEL ROD
 QU0343_STAMPING: 5 RCN 1973 3644
 QU0343_MARK LOGO: USGS  
 QU0343_PROJECTION: FLUSH
 QU0343_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0343+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0343_ROD/PIPE-DEPTH: 10   meters
 QU0343
 QU0343  HISTORY     - Date     Condition        Report By
 QU0343  HISTORY     - 1973     MONUMENTED       USGS
 QU0343
 QU0343                          STATION DESCRIPTION
 QU0343
 QU0343'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0343'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 10.4 MILES SOUTH ALONG
 QU0343'CHALK BUTTES ROAD, ON TOP OF A SMALL HILL, 393 FEET SOUTH AND 195
 QU0343'FEET EAST OF POWDERVILLE ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0509 ***********************************************************************
 RU0509  DESIGNATION -  5 RDS
 RU0509  PID         -  RU0509
 RU0509  STATE/COUNTY-  MT/ROSEBUD
 RU0509  USGS QUAD   -  MELSTONE NE (1980)
 RU0509
 RU0509                         *CURRENT SURVEY CONTROL
 RU0509  ___________________________________________________________________
 RU0509* NAD 83(1986)-  46 41 45.     (N)    107 46 30.     (W)     SCALED    
 RU0509* NAVD 88     -       907.799  (meters)    2978.34   (feet)  ADJUSTED  
 RU0509  ___________________________________________________________________
 RU0509  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 RU0509  DYNAMIC HT  -         907.727 (meters)    2978.10  (feet)  COMP
 RU0509  MODELED GRAV-     980,503.7   (mgal)                       NAVD 88
 RU0509
 RU0509  VERT ORDER  -  SECOND    CLASS 0
 RU0509
 RU0509.The horizontal coordinates were scaled from a topographic map and have
 RU0509.an estimated accuracy of +/- 6 seconds.
 RU0509
 RU0509.The orthometric height was determined by differential leveling
 RU0509.and adjusted by the National Geodetic Survey in June 1991..
 RU0509
 RU0509.The geoid height was determined by GEOID03.
 RU0509
 RU0509.The dynamic height is computed by dividing the NAVD 88
 RU0509.geopotential number by the normal gravity value computed on the
 RU0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0509.degrees latitude (g = 980.6199 gals.).
 RU0509
 RU0509.The modeled gravity was interpolated from observed gravity values.
 RU0509
 RU0509;                    North         East    Units  Estimated Accuracy
 RU0509;SPC MT       -   273,240.      731,850.      MT  (+/- 180 meters Scaled)
 RU0509
 RU0509                          SUPERSEDED SURVEY CONTROL
 RU0509
 RU0509  NGVD 29 (??/??/92)  907.16   (m)         2976.2    (f) COMPUTED    2 0
 RU0509
 RU0509.Superseded values are not recommended for survey control.
 RU0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0509.See file dsdata.txt to determine how the superseded data were derived.
 RU0509
 RU0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM878751(NAD 83)
 RU0509_MARKER: DB = BENCH MARK DISK
 RU0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0509_SP_SET: CONCRETE POST
 RU0509_STAMPING: 5 RDS 1962
 RU0509_MARK LOGO: USGS  
 RU0509_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0509+STABILITY: SURFACE MOTION
 RU0509
 RU0509  HISTORY     - Date     Condition        Report By
 RU0509  HISTORY     - 1962     MONUMENTED       USGS
 RU0509
 RU0509                          STATION DESCRIPTION
 RU0509
 RU0509'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0509'14.5 KM (9.00 MI) NE FROM MELSTONE.
 RU0509'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0509'THENCE 4.6 MILES NORTH ALONG A GRADED ROAD, IN THE NE 1/4 OF SECTION
 RU0509'26, T. 11 N., R. 31 E., 0.25 MILES SOUTH OF THE ROAD AT EAST-WEST
 RU0509'FENCE LINE, AT THE SUMMIT OF A SMALL RIDGE RUNNING SOUTHEAST, 55
 RU0509'FEET EAST OF THE CENTER LINE OF ROAD.
 RU0509'THE MARK IS 0.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0974 ***********************************************************************
 TN0974  DESIGNATION -  5 RHM
 TN0974  PID         -  TN0974
 TN0974  STATE/COUNTY-  MT/LINCOLN
 TN0974  USGS QUAD   -  GOLD HILL (1963)
 TN0974
 TN0974                         *CURRENT SURVEY CONTROL
 TN0974  ___________________________________________________________________
 TN0974* NAD 83(1986)-  48 30 31.     (N)    115 31 28.     (W)     SCALED    
 TN0974* NAVD 88     -       834.721  (meters)    2738.58   (feet)  ADJUSTED  
 TN0974  ___________________________________________________________________
 TN0974  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 TN0974  DYNAMIC HT  -         834.762 (meters)    2738.72  (feet)  COMP
 TN0974  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 TN0974
 TN0974  VERT ORDER  -  THIRD
 TN0974
 TN0974.The horizontal coordinates were scaled from a topographic map and have
 TN0974.an estimated accuracy of +/- 6 seconds.
 TN0974
 TN0974.The orthometric height was determined by differential leveling
 TN0974.and adjusted by the National Geodetic Survey in June 1991..
 TN0974
 TN0974.The geoid height was determined by GEOID03.
 TN0974
 TN0974.The dynamic height is computed by dividing the NAVD 88
 TN0974.geopotential number by the normal gravity value computed on the
 TN0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0974.degrees latitude (g = 980.6199 gals.).
 TN0974
 TN0974.The modeled gravity was interpolated from observed gravity values.
 TN0974
 TN0974;                    North         East    Units  Estimated Accuracy
 TN0974;SPC MT       -   490,340.      155,420.      MT  (+/- 180 meters Scaled)
 TN0974
 TN0974                          SUPERSEDED SURVEY CONTROL
 TN0974
 TN0974  NGVD 29 (??/??/92)  833.50   (m)         2734.6    (f) COMPUTED    3 0
 TN0974
 TN0974.Superseded values are not recommended for survey control.
 TN0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0974.See file dsdata.txt to determine how the superseded data were derived.
 TN0974
 TN0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP089738(NAD 83)
 TN0974_MARKER: DB = BENCH MARK DISK
 TN0974_SETTING: 66 = SET IN ROCK OUTCROP
 TN0974_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0974_STAMPING: 5 RHM 1963
 TN0974_MARK LOGO: USGS  
 TN0974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0974+STABILITY: POSITION/ELEVATION WELL
 TN0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0974+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0974
 TN0974  HISTORY     - Date     Condition        Report By
 TN0974  HISTORY     - 1963     MONUMENTED       USGS
 TN0974
 TN0974                          STATION DESCRIPTION
 TN0974
 TN0974'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0974'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0974'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 9.7
 TN0974'MILES NORTH ALONG FOREST SERVICE ROAD 68 TO A Y-JUNCTION NORTHWEST,
 TN0974'IN THE NORTHEAST 1/4 CORNER OF SECTION 35/TOWNSHIP 31 NORTH/RANGE 31
 TN0974'WEST, 59 FEET NORTH AND 71 FEET WEST OF A Y-JUNCTION NORTHWEST, IN
 TN0974'THE TOP OF AN EMBEDDED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1073 ***********************************************************************
 SU1073  DESIGNATION -  5 RHM
 SU1073  PID         -  SU1073
 SU1073  STATE/COUNTY-  MT/FLATHEAD
 SU1073  USGS QUAD   -  BEND (1966)
 SU1073
 SU1073                         *CURRENT SURVEY CONTROL
 SU1073  ___________________________________________________________________
 SU1073* NAD 83(1986)-  47 55 02.     (N)    115 01 59.     (W)     SCALED    
 SU1073* NAVD 88     -      1023.489  (meters)    3357.90   (feet)  ADJUSTED  
 SU1073  ___________________________________________________________________
 SU1073  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU1073  DYNAMIC HT  -        1023.450 (meters)    3357.77  (feet)  COMP
 SU1073  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 SU1073
 SU1073  VERT ORDER  -  THIRD
 SU1073
 SU1073.The horizontal coordinates were scaled from a topographic map and have
 SU1073.an estimated accuracy of +/- 6 seconds.
 SU1073
 SU1073.The orthometric height was determined by differential leveling
 SU1073.and adjusted by the National Geodetic Survey in June 1991..
 SU1073
 SU1073.The geoid height was determined by GEOID03.
 SU1073
 SU1073.The dynamic height is computed by dividing the NAVD 88
 SU1073.geopotential number by the normal gravity value computed on the
 SU1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1073.degrees latitude (g = 980.6199 gals.).
 SU1073
 SU1073.The modeled gravity was interpolated from observed gravity values.
 SU1073
 SU1073;                    North         East    Units  Estimated Accuracy
 SU1073;SPC MT       -   422,090.      186,980.      MT  (+/- 180 meters Scaled)
 SU1073
 SU1073                          SUPERSEDED SURVEY CONTROL
 SU1073
 SU1073  NGVD 29 (??/??/92) 1022.30   (m)         3354.0    (f) COMPUTED    3 0
 SU1073
 SU1073.Superseded values are not recommended for survey control.
 SU1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1073.See file dsdata.txt to determine how the superseded data were derived.
 SU1073
 SU1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP469089(NAD 83)
 SU1073_MARKER: DB = BENCH MARK DISK
 SU1073_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1073_SP_SET: PREFAB CONC. POST IN EARTH
 SU1073_STAMPING: 5 RHM 1964
 SU1073_MARK LOGO: USGS  
 SU1073_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1073+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1073
 SU1073  HISTORY     - Date     Condition        Report By
 SU1073  HISTORY     - 1964     MONUMENTED       USGS
 SU1073
 SU1073                          STATION DESCRIPTION
 SU1073
 SU1073'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1073'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1073'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 10.2 MILES
 SU1073'SOUTH ALONG THOMPSON RIVER ROAD TO A JUNCTION OF TWIN LAKES ROAD
 SU1073'NORTHWEST, 275 FEET NORTH OF A Y-JUNCTION AND 84 FEET WEST OF MAIN
 SU1073'ROAD AND 14 FEET SOUTHWEST OF A LARGE PINE TREE, PROJECTING 11
 SU1073'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0694 ***********************************************************************
 TL0694  DESIGNATION -  5 WCA
 TL0694  PID         -  TL0694
 TL0694  STATE/COUNTY-  MT/LIBERTY
 TL0694  USGS QUAD   -  CHESTER NE (1963)
 TL0694
 TL0694                         *CURRENT SURVEY CONTROL
 TL0694  ___________________________________________________________________
 TL0694* NAD 83(1986)-  48 40 05.     (N)    110 46 15.     (W)     SCALED    
 TL0694* NAVD 88     -       994.527  (meters)    3262.88   (feet)  ADJUSTED  
 TL0694  ___________________________________________________________________
 TL0694  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 TL0694  DYNAMIC HT  -         994.621 (meters)    3263.19  (feet)  COMP
 TL0694  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 TL0694
 TL0694  VERT ORDER  -  THIRD
 TL0694
 TL0694.The horizontal coordinates were scaled from a topographic map and have
 TL0694.an estimated accuracy of +/- 6 seconds.
 TL0694
 TL0694.The orthometric height was determined by differential leveling
 TL0694.and adjusted by the National Geodetic Survey in June 1991..
 TL0694
 TL0694.The geoid height was determined by GEOID03.
 TL0694
 TL0694.The dynamic height is computed by dividing the NAVD 88
 TL0694.geopotential number by the normal gravity value computed on the
 TL0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0694.degrees latitude (g = 980.6199 gals.).
 TL0694
 TL0694.The modeled gravity was interpolated from observed gravity values.
 TL0694
 TL0694;                    North         East    Units  Estimated Accuracy
 TL0694;SPC MT       -   491,720.      506,420.      MT  (+/- 180 meters Scaled)
 TL0694
 TL0694                          SUPERSEDED SURVEY CONTROL
 TL0694
 TL0694  NGVD 29 (??/??/92)  993.66   (m)         3260.0    (f) COMPUTED    3 0
 TL0694
 TL0694.Superseded values are not recommended for survey control.
 TL0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0694.See file dsdata.txt to determine how the superseded data were derived.
 TL0694
 TL0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU168905(NAD 83)
 TL0694_MARKER: DB = BENCH MARK DISK
 TL0694_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0694_SP_SET: PREFAB CONC. POST IN EARTH
 TL0694_STAMPING: 5 WCA 1963 3260
 TL0694_MARK LOGO: USGS  
 TL0694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0694+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0694
 TL0694  HISTORY     - Date     Condition        Report By
 TL0694  HISTORY     - 1963     MONUMENTED       USGS
 TL0694
 TL0694                          STATION DESCRIPTION
 TL0694
 TL0694'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0694'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 7.6 MILES NORTH
 TL0694'ALONG JOPLIN ROAD, IN THE SOUTHWEST CORNER OF SECTION 25/TOWNSHIP 34
 TL0694'NORTH/RANGE 7 EAST, 41 FEET EAST OF NORTH-SOUTH ROAD AND 2.8 FEET
 TL0694'WEST OF NORTH-SOUTH FENCE AND 1.4 FEET NORTH OF AN EAST-WEST FENCE,
 TL0694'1.1 FOOT LOWER THAN THE CENTERLINE OF THE ROAD AT A FENCE EAST,
 TL0694'PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0187 ***********************************************************************
 PY0187  DESIGNATION -  5 WG
 PY0187  PID         -  PY0187
 PY0187  STATE/COUNTY-  MT/GALLATIN
 PY0187  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0187
 PY0187                         *CURRENT SURVEY CONTROL
 PY0187  ___________________________________________________________________
 PY0187* NAD 83(1986)-  44 48 22.     (N)    111 06 01.     (W)     SCALED    
 PY0187* NAVD 88     -      2052.021  (meters)    6732.34   (feet)  ADJUSTED  
 PY0187  ___________________________________________________________________
 PY0187  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0187  DYNAMIC HT  -        2050.894 (meters)    6728.64  (feet)  COMP
 PY0187  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 PY0187
 PY0187  VERT ORDER  -  FIRST     CLASS II
 PY0187
 PY0187.The horizontal coordinates were scaled from a topographic map and have
 PY0187.an estimated accuracy of +/- 6 seconds.
 PY0187
 PY0187.The orthometric height was determined by differential leveling
 PY0187.and adjusted by the National Geodetic Survey in June 1991..
 PY0187
 PY0187.The geoid height was determined by GEOID03.
 PY0187
 PY0187.The dynamic height is computed by dividing the NAVD 88
 PY0187.geopotential number by the normal gravity value computed on the
 PY0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0187.degrees latitude (g = 980.6199 gals.).
 PY0187
 PY0187.The modeled gravity was interpolated from observed gravity values.
 PY0187
 PY0187;                    North         East    Units  Estimated Accuracy
 PY0187;SPC MT       -    63,110.      473,390.      MT  (+/- 180 meters Scaled)
 PY0187
 PY0187                          SUPERSEDED SURVEY CONTROL
 PY0187
 PY0187  NGVD 29 (??/??/92) 2050.431  (m)         6727.12   (f) ADJ UNCH    1 2
 PY0187
 PY0187.Superseded values are not recommended for survey control.
 PY0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0187.See file dsdata.txt to determine how the superseded data were derived.
 PY0187
 PY0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ920614(NAD 83)
 PY0187_MARKER: DD = SURVEY DISK
 PY0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0187_STAMPING: WG NO 5 6725.18 1932
 PY0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0187+STABILITY: SURFACE MOTION
 PY0187
 PY0187  HISTORY     - Date     Condition        Report By
 PY0187  HISTORY     - 1932     MONUMENTED       BPR
 PY0187  HISTORY     - 1960     GOOD             NGS
 PY0187  HISTORY     - 1980     MARK NOT FOUND   USGS
 PY0187
 PY0187                          STATION DESCRIPTION
 PY0187
 PY0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0187'10.9 MI N FROM WEST YELLOWSTONE.
 PY0187'ABOUT 10.9 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0187'RAILROAD STATION AT WEST YELLOWSTONE, ABOUT 0.1 MILE SOUTHEAST OF THE
 PY0187'PRESENT HIGHWAY, ON THE OLD HIGHWAY, ABOUT 0.1 MILE EAST-NORTHEAST OF
 PY0187'A CURVE IN THE HIGHWAY, ABOUT 0.1 MILE SOUTHWEST OF AN ABANDONED
 PY0187'ENTRANCE GATE TO YELLOWSTONE PARK, 60 FEET NORTHWEST OF THE CENTER
 PY0187'LINE OF THE OLD HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP
 PY0187'OF A CONCRETE POST PROJECTING 12 INCHES.
 PY0187
 PY0187                          STATION RECOVERY (1980)
 PY0187
 PY0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0405 ***********************************************************************
 TJ0405  DESIGNATION -  5 WR
 TJ0405  PID         -  TJ0405
 TJ0405  STATE/COUNTY-  MT/PHILLIPS
 TJ0405  USGS QUAD   -  MALTA NE (1968)
 TJ0405
 TJ0405                         *CURRENT SURVEY CONTROL
 TJ0405  ___________________________________________________________________
 TJ0405* NAD 83(1986)-  48 29 58.     (N)    107 45 08.     (W)     SCALED    
 TJ0405* NAVD 88     -       684.537  (meters)    2245.85   (feet)  ADJUSTED  
 TJ0405  ___________________________________________________________________
 TJ0405  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 TJ0405  DYNAMIC HT  -         684.623 (meters)    2246.13  (feet)  COMP
 TJ0405  MODELED GRAV-     980,713.5   (mgal)                       NAVD 88
 TJ0405
 TJ0405  VERT ORDER  -  FIRST     CLASS II
 TJ0405
 TJ0405.The horizontal coordinates were scaled from a topographic map and have
 TJ0405.an estimated accuracy of +/- 6 seconds.
 TJ0405
 TJ0405.The orthometric height was determined by differential leveling
 TJ0405.and adjusted by the National Geodetic Survey in June 1991..
 TJ0405
 TJ0405.The geoid height was determined by GEOID03.
 TJ0405
 TJ0405.The dynamic height is computed by dividing the NAVD 88
 TJ0405.geopotential number by the normal gravity value computed on the
 TJ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0405.degrees latitude (g = 980.6199 gals.).
 TJ0405
 TJ0405.The modeled gravity was interpolated from observed gravity values.
 TJ0405
 TJ0405;                    North         East    Units  Estimated Accuracy
 TJ0405;SPC MT       -   473,650.      729,120.      MT  (+/- 180 meters Scaled)
 TJ0405
 TJ0405                          SUPERSEDED SURVEY CONTROL
 TJ0405
 TJ0405.No superseded survey control is available for this station.
 TJ0405
 TJ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP966754(NAD 83)
 TJ0405_MARKER: DB = BENCH MARK DISK
 TJ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0405_SP_SET: CONCRETE POST
 TJ0405_STAMPING: 5 WR 2244 1968
 TJ0405_PROJECTION: PROJECTING 25 CENTIMETERS
 TJ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0405+STABILITY: SURFACE MOTION
 TJ0405
 TJ0405  HISTORY     - Date     Condition        Report By
 TJ0405  HISTORY     - 1968     MONUMENTED       USGS
 TJ0405  HISTORY     - 1979     GOOD             NGS
 TJ0405
 TJ0405                          STATION DESCRIPTION
 TJ0405
 TJ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0405'11.8 MI NORTH FROM MALTA.
 TJ0405'11.8 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0405'HIGHWAY 2 IN MALTA, AT A RANCH ROAD LEADING EAST, 0.2 MILE SOUTH OF
 TJ0405'MILE POST 12, 201 FEET NORTH OF THE CENTER OF THE RANCH ROAD, 57
 TJ0405'FEET EAST OF THE CENTER OF THE HIGHWAY, AND 6 FEET WEST OF A WIRE
 TJ0405'FENCE.
 TJ0405'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TJ0405'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0576 ***********************************************************************
 TK0576  DESIGNATION -  50 REB
 TK0576  PID         -  TK0576
 TK0576  STATE/COUNTY-  MT/PHILLIPS
 TK0576  USGS QUAD   -  CHAPMAN (1984)
 TK0576
 TK0576                         *CURRENT SURVEY CONTROL
 TK0576  ___________________________________________________________________
 TK0576* NAD 83(1986)-  48 52 27.     (N)    108 08 40.     (W)     SCALED    
 TK0576* NAVD 88     -       824.407  (meters)    2704.74   (feet)  POSTED    
 TK0576  ___________________________________________________________________
 TK0576  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TK0576  DYNAMIC HT  -         824.510 (meters)    2705.08  (feet)  COMP
 TK0576  MODELED GRAV-     980,709.2   (mgal)                       NAVD 88
 TK0576
 TK0576  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0576
 TK0576.The horizontal coordinates were scaled from a topographic map and have
 TK0576.an estimated accuracy of +/- 6 seconds.
 TK0576
 TK0576.The orthometric height was determined by differential leveling
 TK0576.and adjusted by the National Geodetic Survey in 1992..
 TK0576.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0576.rate of 0.0 thru 1.0 mm/km.
 TK0576
 TK0576.The geoid height was determined by GEOID03.
 TK0576
 TK0576.The dynamic height is computed by dividing the NAVD 88
 TK0576.geopotential number by the normal gravity value computed on the
 TK0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0576.degrees latitude (g = 980.6199 gals.).
 TK0576
 TK0576.The modeled gravity was interpolated from observed gravity values.
 TK0576
 TK0576;                    North         East    Units  Estimated Accuracy
 TK0576;SPC MT       -   514,740.      699,430.      MT  (+/- 180 meters Scaled)
 TK0576
 TK0576                          SUPERSEDED SURVEY CONTROL
 TK0576
 TK0576.No superseded survey control is available for this station.
 TK0576
 TK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV093173(NAD 83)
 TK0576_MARKER: DB = BENCH MARK DISK
 TK0576_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0576_SP_SET: COPPER-CLAD STEEL ROD
 TK0576_STAMPING: 50 REB 1979
 TK0576_MARK LOGO: USGS  
 TK0576_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0576_ROD/PIPE-DEPTH: 5.03 meters
 TK0576
 TK0576  HISTORY     - Date     Condition        Report By
 TK0576  HISTORY     - 1979     MONUMENTED       USGS
 TK0576
 TK0576                          STATION DESCRIPTION
 TK0576
 TK0576'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0576'20.7 KM (12.85 MI) EAST FROM TURNER.
 TK0576'12.84 MILES EAST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN TURNER
 TK0576'ALONG THE RAILROAD, 15.74 MILES WEST OF THE BURLINGTON NORTHERN
 TK0576'RAILROAD DEPOT IN LORING ALONG THE RAILROAD, 0.2 MILES EAST OF THE
 TK0576'SOUTHWEST CORNER OF SECTION 13, T36N, R27E, 150 FEET EAST OF THE MOST
 TK0576'WESTERLY RAILROAD CROSSING AT CHAPMAN, 95.5 FEET NORTH OF THE NORTH
 TK0576'RAIL AT THE SWITCH FOR THE CHAPMAN SIDING, 36 FEET SOUTH OF THE
 TK0576'GRAVEL ROAD AND 1.5 FEET SOUTH OF A TELEGRAPH POLE.
 TK0576'THE MARK IS 1.1 FT  E FROM  A WITNESS POST
 TK0576'THE MARK IS 1.0 FT ABOVE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0089 ***********************************************************************
 TM0089  DESIGNATION -  5051
 TM0089  PID         -  TM0089
 TM0089  STATE/COUNTY-  MT/GLACIER
 TM0089  USGS QUAD   -  SUMMIT (1995)
 TM0089
 TM0089                         *CURRENT SURVEY CONTROL
 TM0089  ___________________________________________________________________
 TM0089* NAD 83(1986)-  48 21 40.     (N)    113 17 28.     (W)     SCALED    
 TM0089* NAVD 88     -      1543.582  (meters)    5064.24   (feet)  ADJUSTED  
 TM0089  ___________________________________________________________________
 TM0089  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 TM0089  DYNAMIC HT  -        1543.464 (meters)    5063.85  (feet)  COMP
 TM0089  MODELED GRAV-     980,479.1   (mgal)                       NAVD 88
 TM0089
 TM0089  VERT ORDER  -  FIRST     CLASS II
 TM0089
 TM0089.The horizontal coordinates were scaled from a topographic map and have
 TM0089.an estimated accuracy of +/- 6 seconds.
 TM0089
 TM0089.The orthometric height was determined by differential leveling
 TM0089.and adjusted by the National Geodetic Survey in June 1991..
 TM0089
 TM0089.The geoid height was determined by GEOID03.
 TM0089
 TM0089.The dynamic height is computed by dividing the NAVD 88
 TM0089.geopotential number by the normal gravity value computed on the
 TM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0089.degrees latitude (g = 980.6199 gals.).
 TM0089
 TM0089.The modeled gravity was interpolated from observed gravity values.
 TM0089
 TM0089;                    North         East    Units  Estimated Accuracy
 TM0089;SPC MT       -   463,630.      319,270.      MT  (+/- 180 meters Scaled)
 TM0089
 TM0089                          SUPERSEDED SURVEY CONTROL
 TM0089
 TM0089  NGVD 29 (??/??/92) 1542.277  (m)         5059.95   (f) ADJ UNCH    1 2
 TM0089
 TM0089.Superseded values are not recommended for survey control.
 TM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0089.See file dsdata.txt to determine how the superseded data were derived.
 TM0089
 TM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU302589(NAD 83)
 TM0089_MARKER: DD = SURVEY DISK
 TM0089_SETTING: 80 = SET IN A BOULDER
 TM0089_SP_SET: BOULDER
 TM0089_STAMPING: 5051 GN
 TM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0089+STABILITY: SURFACE MOTION
 TM0089
 TM0089  HISTORY     - Date     Condition        Report By
 TM0089  HISTORY     - UNK      MONUMENTED       USGS
 TM0089  HISTORY     - 1933     GOOD             NGS
 TM0089
 TM0089                          STATION DESCRIPTION
 TM0089
 TM0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TM0089'4.0 MI NE FROM SUMMIT.
 TM0089'IN GLACIER COUNTY, 4.0 MILES NORTHEAST ALONG THE GREAT NORTHERN
 TM0089'RAILWAY FROM THE STATION AT SUMMIT, FLATHEAD COUNTY, 0.4 MILE
 TM0089'NORTHEAST OF MILEPOST 1147, 312 FEET SOUTHWEST OF SEMAPHORE 1146.6, 95
 TM0089'FEET SOUTHEAST OF THE TRACK, AND IN THE TOP OF A 2- BY 3-FOOT BOULDER
 TM0089'ABOUT 1 FOOT HIGH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 TM0089'STAMPED 5051 GN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0361 ***********************************************************************
 RX0361  DESIGNATION -  5085
 RX0361  PID         -  RX0361
 RX0361  STATE/COUNTY-  MT/SILVER BOW
 RX0361  USGS QUAD   -  OPPORTUNITY (1989)
 RX0361
 RX0361                         *CURRENT SURVEY CONTROL
 RX0361  ___________________________________________________________________
 RX0361* NAD 83(1986)-  46 02 37.     (N)    112 47 39.     (W)     SCALED    
 RX0361* NAVD 88     -      1554.485  (meters)    5100.01   (feet)  ADJUSTED  
 RX0361  ___________________________________________________________________
 RX0361  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 RX0361  DYNAMIC HT  -        1553.916 (meters)    5098.14  (feet)  COMP
 RX0361  MODELED GRAV-     980,195.0   (mgal)                       NAVD 88
 RX0361
 RX0361  VERT ORDER  -  FIRST     CLASS II
 RX0361
 RX0361.The horizontal coordinates were scaled from a topographic map and have
 RX0361.an estimated accuracy of +/- 6 seconds.
 RX0361
 RX0361.The orthometric height was determined by differential leveling
 RX0361.and adjusted by the National Geodetic Survey in June 1991..
 RX0361
 RX0361.The geoid height was determined by GEOID03.
 RX0361
 RX0361.The dynamic height is computed by dividing the NAVD 88
 RX0361.geopotential number by the normal gravity value computed on the
 RX0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0361.degrees latitude (g = 980.6199 gals.).
 RX0361
 RX0361.The modeled gravity was interpolated from observed gravity values.
 RX0361
 RX0361;                    North         East    Units  Estimated Accuracy
 RX0361;SPC MT       -   204,680.      345,220.      MT  (+/- 180 meters Scaled)
 RX0361
 RX0361                          SUPERSEDED SURVEY CONTROL
 RX0361
 RX0361  NGVD 29 (??/??/92) 1553.243  (m)         5095.93   (f) ADJ UNCH    1 2
 RX0361
 RX0361.Superseded values are not recommended for survey control.
 RX0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0361.See file dsdata.txt to determine how the superseded data were derived.
 RX0361
 RX0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS611004(NAD 83)
 RX0361_MARKER: P = PIPE CAP
 RX0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0361_STAMPING: 5085 BUTTE
 RX0361_PROJECTION: PROJECTING 8 CENTIMETERS
 RX0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0361
 RX0361  HISTORY     - Date     Condition        Report By
 RX0361  HISTORY     - UNK      MONUMENTED       USGS
 RX0361  HISTORY     - 1959     GOOD             NGS
 RX0361  HISTORY     - 1979     GOOD             NGS
 RX0361
 RX0361                          STATION DESCRIPTION
 RX0361
 RX0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0361'8.65 MI NW FROM SILVER BOW.
 RX0361'ABOUT 8.65 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0361'THE STATION AT SILVER BOW, OR ABOUT 9.55 MILES SOUTH ALONG THE
 RX0361'NORTHERN PACIFIC RAILROAD FROM THE STATION AT WARM SPRINGS, IN THE
 RX0361'NORTHEAST 1/4 OF SECTION 1, R 10 W, T 3 N, AT THE CROSSING OF A PAVED
 RX0361'ROAD LEADING TO GREGSON HOT SPRINGS, 10 1/2 POLES SOUTH OF MILEPOST
 RX0361'16, 121 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL, 66 FEET
 RX0361'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 127 FEET EAST OF THE CENTER
 RX0361'OF THE ROAD CROSSING, 32 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A
 RX0361'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 3
 RX0361'1/2-INCH IRON PIPE PROJECTING 16 INCHES.
 RX0361
 RX0361                          STATION RECOVERY (1979)
 RX0361
 RX0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0361'7.2 MILES NORTHWEST ALONG INTERSTATE 90 FROM THE JUNCTION OF
 RX0361'INTERSTATE 15 NEAR SILVER BOW, THENCE 1.9 MILES SOUTHWEST ALONG
 RX0361'GREGSON ROAD, AT THE SOUTHEAST CORNER OF THE CROSSING OF THE
 RX0361'BURLINGTON NORTHERN RAILROAD, 10 POLES SOUTH OF RAILROAD MILE POST
 RX0361'16, 121 FEET EAST OF THE EAST RAIL, 127 FEET SOUTHEAST OF THE CENTER
 RX0361'OF THE CROSSING, 66 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 RX0361'32 FEET EAST OF A RAIL FENCE.
 RX0361'THE MARK IS 2 FT  N FROM A WITNESS POST.
 RX0361'THE MARK IS ABOVE LEVEL WITH ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0577 ***********************************************************************
 TK0577  DESIGNATION -  51 REB
 TK0577  PID         -  TK0577
 TK0577  STATE/COUNTY-  MT/PHILLIPS
 TK0577  USGS QUAD   -  CHAPMAN (1984)
 TK0577
 TK0577                         *CURRENT SURVEY CONTROL
 TK0577  ___________________________________________________________________
 TK0577* NAD 83(1986)-  48 52 02.     (N)    108 07 52.     (W)     SCALED    
 TK0577* NAVD 88     -       825.089  (meters)    2706.98   (feet)  POSTED    
 TK0577  ___________________________________________________________________
 TK0577  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TK0577  DYNAMIC HT  -         825.190 (meters)    2707.31  (feet)  COMP
 TK0577  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 TK0577
 TK0577  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0577
 TK0577.The horizontal coordinates were scaled from a topographic map and have
 TK0577.an estimated accuracy of +/- 6 seconds.
 TK0577
 TK0577.The orthometric height was determined by differential leveling
 TK0577.and adjusted by the National Geodetic Survey in 1992..
 TK0577.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0577.rate of 0.0 thru 1.0 mm/km.
 TK0577
 TK0577.The geoid height was determined by GEOID03.
 TK0577
 TK0577.The dynamic height is computed by dividing the NAVD 88
 TK0577.geopotential number by the normal gravity value computed on the
 TK0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0577.degrees latitude (g = 980.6199 gals.).
 TK0577
 TK0577.The modeled gravity was interpolated from observed gravity values.
 TK0577
 TK0577;                    North         East    Units  Estimated Accuracy
 TK0577;SPC MT       -   513,980.      700,420.      MT  (+/- 180 meters Scaled)
 TK0577
 TK0577                          SUPERSEDED SURVEY CONTROL
 TK0577
 TK0577.No superseded survey control is available for this station.
 TK0577
 TK0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV103166(NAD 83)
 TK0577_MARKER: DB = BENCH MARK DISK
 TK0577_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0577+WITH SETTING: INFORMATION.
 TK0577_SP_SET: SHALLOW-SET METAL ROD
 TK0577_STAMPING: 51 REB 1979
 TK0577_MARK LOGO: USGS  
 TK0577_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0577_ROD/PIPE-DEPTH: 1.68 meters
 TK0577
 TK0577  HISTORY     - Date     Condition        Report By
 TK0577  HISTORY     - 1979     MONUMENTED       USGS
 TK0577
 TK0577                          STATION DESCRIPTION
 TK0577
 TK0577'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0577'24.0 KM (14.95 MI) WEST FROM LORING.
 TK0577'14.94 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TK0577'ALONG THE RAILROAD, NEAR THE EAST 1/4 CORNER OF SECTION 24, T36N,
 TK0577'R27E, 98 FEET EAST OF A RAILROAD CROSSING LEADING TO A RANCH, 35.0
 TK0577'FEET SOUTH OF THE SOUTH RAIL, 27 FEET NORTH OF A GRAVEL ROAD, AND 1.4
 TK0577'FEET NORTH OF A POWER POLE WITH DOUBLE GUY WIRES.
 TK0577'THE MARK IS 1.4 FT  E FROM  A WITNESS POST
 TK0577'THE MARK IS 5.0 FT BELOW SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0122 ***********************************************************************
 RW0122  DESIGNATION -  5170.90
 RW0122  PID         -  RW0122
 RW0122  STATE/COUNTY-  MT/MEAGHER
 RW0122  USGS QUAD   -  PINCHOUT CREEK (1995)
 RW0122
 RW0122                         *CURRENT SURVEY CONTROL
 RW0122  ___________________________________________________________________
 RW0122* NAD 83(1986)-  46 35 18.     (N)    110 50 35.     (W)     SCALED    
 RW0122* NAVD 88     -      1579.198  (meters)    5181.09   (feet)  ADJUSTED  
 RW0122  ___________________________________________________________________
 RW0122  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 RW0122  DYNAMIC HT  -        1578.769 (meters)    5179.68  (feet)  COMP
 RW0122  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 RW0122
 RW0122  VERT ORDER  -  SECOND    CLASS 0
 RW0122
 RW0122.The horizontal coordinates were scaled from a topographic map and have
 RW0122.an estimated accuracy of +/- 6 seconds.
 RW0122
 RW0122.The orthometric height was determined by differential leveling
 RW0122.and adjusted by the National Geodetic Survey in June 1991..
 RW0122
 RW0122.The geoid height was determined by GEOID03.
 RW0122
 RW0122.The dynamic height is computed by dividing the NAVD 88
 RW0122.geopotential number by the normal gravity value computed on the
 RW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0122.degrees latitude (g = 980.6199 gals.).
 RW0122
 RW0122.The modeled gravity was interpolated from observed gravity values.
 RW0122
 RW0122;                    North         East    Units  Estimated Accuracy
 RW0122;SPC MT       -   260,720.      497,140.      MT  (+/- 180 meters Scaled)
 RW0122
 RW0122                          SUPERSEDED SURVEY CONTROL
 RW0122
 RW0122  NGVD 29 (??/??/92) 1578.097  (m)         5177.47   (f) ADJ UNCH    2 0
 RW0122
 RW0122.Superseded values are not recommended for survey control.
 RW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0122.See file dsdata.txt to determine how the superseded data were derived.
 RW0122
 RW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS120594(NAD 83)
 RW0122_MARKER: P = PIPE CAP
 RW0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RW0122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RW0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0122
 RW0122  HISTORY     - Date     Condition        Report By
 RW0122  HISTORY     - UNK      MONUMENTED       MTDH
 RW0122  HISTORY     - 1955     GOOD             NGS
 RW0122  HISTORY     - 1971     MARK NOT FOUND   USGS
 RW0122
 RW0122                          STATION DESCRIPTION
 RW0122
 RW0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RW0122'4.3 MI N FROM WHITE SULPHUR SPRINGS.
 RW0122'4.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS,
 RW0122'ABOUT 1/4 MILE NORTH OF A SIDE-HILL ROCK CUT ON THE WEST SIDE OF THE
 RW0122'HIGHWAY, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR A
 RW0122'WHITE HIGHWAY MARKER MARKED ELEV 5170.90.  A MONTANA STATE HIGHWAY
 RW0122'DEPARTMENT STANDARD CAP, FASTENED ON THE TOP OF AN IRON PIPE.
 RW0122
 RW0122                          STATION RECOVERY (1971)
 RW0122
 RW0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RW0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0578 ***********************************************************************
 TK0578  DESIGNATION -  52 REB
 TK0578  PID         -  TK0578
 TK0578  STATE/COUNTY-  MT/PHILLIPS
 TK0578  USGS QUAD   -  HORSESHOE LAKE (1984)
 TK0578
 TK0578                         *CURRENT SURVEY CONTROL
 TK0578  ___________________________________________________________________
 TK0578* NAD 83(1986)-  48 51 22.     (N)    108 07 15.     (W)     SCALED    
 TK0578* NAVD 88     -       840.828  (meters)    2758.62   (feet)  POSTED    
 TK0578  ___________________________________________________________________
 TK0578  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 TK0578  DYNAMIC HT  -         840.930 (meters)    2758.95  (feet)  COMP
 TK0578  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 TK0578
 TK0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0578
 TK0578.The horizontal coordinates were scaled from a topographic map and have
 TK0578.an estimated accuracy of +/- 6 seconds.
 TK0578
 TK0578.The orthometric height was determined by differential leveling
 TK0578.and adjusted by the National Geodetic Survey in 1992..
 TK0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0578.rate of 0.0 thru 1.0 mm/km.
 TK0578
 TK0578.The geoid height was determined by GEOID03.
 TK0578
 TK0578.The dynamic height is computed by dividing the NAVD 88
 TK0578.geopotential number by the normal gravity value computed on the
 TK0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0578.degrees latitude (g = 980.6199 gals.).
 TK0578
 TK0578.The modeled gravity was interpolated from observed gravity values.
 TK0578
 TK0578;                    North         East    Units  Estimated Accuracy
 TK0578;SPC MT       -   512,760.      701,190.      MT  (+/- 180 meters Scaled)
 TK0578
 TK0578                          SUPERSEDED SURVEY CONTROL
 TK0578
 TK0578.No superseded survey control is available for this station.
 TK0578
 TK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV111154(NAD 83)
 TK0578_MARKER: DB = BENCH MARK DISK
 TK0578_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0578+WITH SETTING: INFORMATION.
 TK0578_SP_SET: SHALLOW-SET METAL ROD
 TK0578_STAMPING: 52 REB 1979
 TK0578_MARK LOGO: USGS  
 TK0578_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0578_ROD/PIPE-DEPTH: 2.13 meters
 TK0578
 TK0578  HISTORY     - Date     Condition        Report By
 TK0578  HISTORY     - 1979     MONUMENTED       USGS
 TK0578
 TK0578                          STATION DESCRIPTION
 TK0578
 TK0578'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0578'22.6 KM (14.05 MI) WEST FROM LORING.
 TK0578'14.03 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TK0578'ALONG THE RAILROAD, 0.1 MILES WEST OF A T - ROAD NORTH, 0.2 MILES
 TK0578'SOUTHEAST OF THE NORTHWEST CORNER OF SECTION 30, T36N, R28E, 55 FEET
 TK0578'NORTHEAST OF THE NORTHEAST RAIL, 26 FEET SOUTH OF A GRAVEL ROAD, 35
 TK0578'FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD, AND 1.5 FEET NORTH OF
 TK0578'A TELEGRAPH POLE.
 TK0578'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 TK0578'THE MARK IS 5.5 FT ABOVE NORTHEAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0087 ***********************************************************************
 TM0087  DESIGNATION -  5205
 TM0087  PID         -  TM0087
 TM0087  STATE/COUNTY-  MT/FLATHEAD
 TM0087  USGS QUAD   -  SUMMIT (1995)
 TM0087
 TM0087                         *CURRENT SURVEY CONTROL
 TM0087  ___________________________________________________________________
 TM0087* NAD 83(1986)-  48 19 11.     (N)    113 21 15.     (W)     SCALED    
 TM0087* NAVD 88     -      1590.775  (meters)    5219.07   (feet)  ADJUSTED  
 TM0087  ___________________________________________________________________
 TM0087  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 TM0087  DYNAMIC HT  -        1590.623 (meters)    5218.57  (feet)  COMP
 TM0087  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 TM0087
 TM0087  VERT ORDER  -  FIRST     CLASS II
 TM0087
 TM0087.The horizontal coordinates were scaled from a topographic map and have
 TM0087.an estimated accuracy of +/- 6 seconds.
 TM0087
 TM0087.The orthometric height was determined by differential leveling
 TM0087.and adjusted by the National Geodetic Survey in June 1991..
 TM0087
 TM0087.The geoid height was determined by GEOID03.
 TM0087
 TM0087.The dynamic height is computed by dividing the NAVD 88
 TM0087.geopotential number by the normal gravity value computed on the
 TM0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0087.degrees latitude (g = 980.6199 gals.).
 TM0087
 TM0087.The modeled gravity was interpolated from observed gravity values.
 TM0087
 TM0087;                    North         East    Units  Estimated Accuracy
 TM0087;SPC MT       -   459,260.      314,380.      MT  (+/- 180 meters Scaled)
 TM0087
 TM0087                          SUPERSEDED SURVEY CONTROL
 TM0087
 TM0087  NGVD 29 (??/??/92) 1589.436  (m)         5214.67   (f) ADJ UNCH    1 2
 TM0087
 TM0087.Superseded values are not recommended for survey control.
 TM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0087.See file dsdata.txt to determine how the superseded data were derived.
 TM0087
 TM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU254545(NAD 83)
 TM0087_MARKER: DD = SURVEY DISK
 TM0087_SETTING: 80 = SET IN A BOULDER
 TM0087_SP_SET: BOULDER
 TM0087_STAMPING: 5205 GN
 TM0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0087+STABILITY: SURFACE MOTION
 TM0087
 TM0087  HISTORY     - Date     Condition        Report By
 TM0087  HISTORY     - UNK      MONUMENTED       USGS
 TM0087  HISTORY     - 1933     GOOD             NGS
 TM0087
 TM0087                          STATION DESCRIPTION
 TM0087
 TM0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TM0087'IN SUMMIT.
 TM0087'AT SUMMIT, FLATHEAD COUNTY, ON THE GREAT NORTHERN RAILWAY, 176 FEET
 TM0087'SOUTH OF THE STATION, 112 FEET NORTHEAST OF A SECTION HOUSE, 82 FEET
 TM0087'SOUTHEAST OF THE EASTBOUND TRACK, AND IN THE TOP OF A 4- BY 4-FOOT
 TM0087'CONGLOMERATE BOULDER 2 FEET HIGH.  A UNITED STATES GEOLOGICAL SURVEY
 TM0087'STANDARD DISK, STAMPED 5205 GN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0355 ***********************************************************************
 RX0355  DESIGNATION -  5267
 RX0355  PID         -  RX0355
 RX0355  STATE/COUNTY-  MT/SILVER BOW
 RX0355  USGS QUAD   -  RAMSAY (1996)
 RX0355
 RX0355                         *CURRENT SURVEY CONTROL
 RX0355  ___________________________________________________________________
 RX0355* NAD 83(1986)-  46 00 35.     (N)    112 43 35.     (W)     SCALED    
 RX0355* NAVD 88     -      1610.072  (meters)    5282.38   (feet)  ADJUSTED  
 RX0355  ___________________________________________________________________
 RX0355  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 RX0355  DYNAMIC HT  -        1609.447 (meters)    5280.33  (feet)  COMP
 RX0355  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 RX0355
 RX0355  VERT ORDER  -  FIRST     CLASS II
 RX0355
 RX0355.The horizontal coordinates were scaled from a topographic map and have
 RX0355.an estimated accuracy of +/- 6 seconds.
 RX0355
 RX0355.The orthometric height was determined by differential leveling
 RX0355.and adjusted by the National Geodetic Survey in June 1991..
 RX0355
 RX0355.The geoid height was determined by GEOID03.
 RX0355
 RX0355.The dynamic height is computed by dividing the NAVD 88
 RX0355.geopotential number by the normal gravity value computed on the
 RX0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0355.degrees latitude (g = 980.6199 gals.).
 RX0355
 RX0355.The modeled gravity was interpolated from observed gravity values.
 RX0355
 RX0355;                    North         East    Units  Estimated Accuracy
 RX0355;SPC MT       -   200,700.      350,300.      MT  (+/- 180 meters Scaled)
 RX0355
 RX0355                          SUPERSEDED SURVEY CONTROL
 RX0355
 RX0355  NGVD 29 (??/??/92) 1608.803  (m)         5278.21   (f) ADJ UNCH    1 2
 RX0355
 RX0355.Superseded values are not recommended for survey control.
 RX0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0355.See file dsdata.txt to determine how the superseded data were derived.
 RX0355
 RX0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR663965(NAD 83)
 RX0355_MARKER: P = PIPE CAP
 RX0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0355_STAMPING: 5267 BUTTE
 RX0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0355
 RX0355  HISTORY     - Date     Condition        Report By
 RX0355  HISTORY     - UNK      MONUMENTED       USGS
 RX0355  HISTORY     - 1959     GOOD             NGS
 RX0355
 RX0355                          STATION DESCRIPTION
 RX0355
 RX0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0355'3.2 MI W FROM SILVER BOW.
 RX0355'ABOUT 3.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0355'STATION AT SILVER BOW, IN SECTION 16, R 9 W, T 3 N, 6 1/2 POLES WEST
 RX0355'OF MILEPOST 10, AT A ROAD CROSSING, 260 FEET SOUTH OF THE SOUTH RAIL,
 RX0355'130 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 64
 RX0355'FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, ABOUT LEVEL
 RX0355'WITH THE NORTH-SOUTH ROAD, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE
 RX0355'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0441 ***********************************************************************
 RX0441  DESIGNATION -  5278
 RX0441  PID         -  RX0441
 RX0441  STATE/COUNTY-  MT/DEER LODGE
 RX0441  USGS QUAD   -  ANACONDA NORTH (1996)
 RX0441
 RX0441                         *CURRENT SURVEY CONTROL
 RX0441  ___________________________________________________________________
 RX0441* NAD 83(1986)-  46 07 43.     (N)    112 57 13.     (W)     SCALED    
 RX0441* NAVD 88     -      1609.213  (meters)    5279.56   (feet)  ADJUSTED  
 RX0441  ___________________________________________________________________
 RX0441  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 RX0441  DYNAMIC HT  -        1608.618 (meters)    5277.61  (feet)  COMP
 RX0441  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 RX0441
 RX0441  VERT ORDER  -  SECOND    CLASS 0
 RX0441
 RX0441.The horizontal coordinates were scaled from a topographic map and have
 RX0441.an estimated accuracy of +/- 6 seconds.
 RX0441
 RX0441.The orthometric height was determined by differential leveling
 RX0441.and adjusted by the National Geodetic Survey in June 1991..
 RX0441
 RX0441.The geoid height was determined by GEOID03.
 RX0441
 RX0441.The dynamic height is computed by dividing the NAVD 88
 RX0441.geopotential number by the normal gravity value computed on the
 RX0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0441.degrees latitude (g = 980.6199 gals.).
 RX0441
 RX0441.The modeled gravity was interpolated from observed gravity values.
 RX0441
 RX0441;                    North         East    Units  Estimated Accuracy
 RX0441;SPC MT       -   214,650.      333,310.      MT  (+/- 180 meters Scaled)
 RX0441
 RX0441                          SUPERSEDED SURVEY CONTROL
 RX0441
 RX0441  NGVD 29 (??/??/92) 1608.016  (m)         5275.63   (f) ADJ UNCH    2 0
 RX0441
 RX0441.Superseded values are not recommended for survey control.
 RX0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0441.See file dsdata.txt to determine how the superseded data were derived.
 RX0441
 RX0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS490101(NAD 83)
 RX0441_MARKER: DD = SURVEY DISK
 RX0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0441_SP_SET: BUILDING
 RX0441_STAMPING: 5278 MSLA
 RX0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0441
 RX0441  HISTORY     - Date     Condition        Report By
 RX0441  HISTORY     - UNK      MONUMENTED       USGS
 RX0441  HISTORY     - 1944     GOOD             NGS
 RX0441  HISTORY     - 19871104 MARK NOT FOUND   USPSQD
 RX0441
 RX0441                          STATION DESCRIPTION
 RX0441
 RX0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RX0441'IN ANACONDA.
 RX0441'AT ANACONDA, DEER LODGE COUNTY, IN FRONT OF THE MONTANA HOTEL, IN THE
 RX0441'FACE OF THE SOUTH CENTER COLUMN, 50 FEET WEST OF THE CENTERLINE OF
 RX0441'MAIN STREET, AND 5 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE TO
 RX0441'THE BUILDING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 RX0441'STAMPED 5278 MSLA AND SET VERTICALLY.
 RX0441
 RX0441                          STATION RECOVERY (1987)
 RX0441
 RX0441'RECOVERY NOTE BY US POWER SQUADRON 1987 (CR)
 RX0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0601 ***********************************************************************
 RX0601  DESIGNATION -  5278
 RX0601  PID         -  RX0601
 RX0601  STATE/COUNTY-  MT/GRANITE
 RX0601  USGS QUAD   -  PHILIPSBURG (1996)
 RX0601
 RX0601                         *CURRENT SURVEY CONTROL
 RX0601  ___________________________________________________________________
 RX0601* NAD 83(1986)-  46 19 47.     (N)    113 17 45.     (W)     SCALED    
 RX0601* NAVD 88     -      1607.607  (meters)    5274.29   (feet)  ADJUSTED  
 RX0601  ___________________________________________________________________
 RX0601  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0601  DYNAMIC HT  -        1607.077 (meters)    5272.55  (feet)  COMP
 RX0601  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 RX0601
 RX0601  VERT ORDER  -  SECOND    CLASS 0
 RX0601
 RX0601.The horizontal coordinates were scaled from a topographic map and have
 RX0601.an estimated accuracy of +/- 6 seconds.
 RX0601
 RX0601.The orthometric height was determined by differential leveling
 RX0601.and adjusted by the National Geodetic Survey in June 1991..
 RX0601
 RX0601.The geoid height was determined by GEOID03.
 RX0601
 RX0601.The dynamic height is computed by dividing the NAVD 88
 RX0601.geopotential number by the normal gravity value computed on the
 RX0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0601.degrees latitude (g = 980.6199 gals.).
 RX0601
 RX0601.The modeled gravity was interpolated from observed gravity values.
 RX0601
 RX0601;                    North         East    Units  Estimated Accuracy
 RX0601;SPC MT       -   238,190.      307,990.      MT  (+/- 180 meters Scaled)
 RX0601
 RX0601                          SUPERSEDED SURVEY CONTROL
 RX0601
 RX0601  NGVD 29 (??/??/92) 1606.388  (m)         5270.29   (f) ADJ UNCH    2 0
 RX0601
 RX0601.Superseded values are not recommended for survey control.
 RX0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0601.See file dsdata.txt to determine how the superseded data were derived.
 RX0601
 RX0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS232332(NAD 83)
 RX0601_MARKER: DD = SURVEY DISK
 RX0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0601_SP_SET: BUILDING
 RX0601_STAMPING: 5278 MSLA
 RX0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0601
 RX0601  HISTORY     - Date     Condition        Report By
 RX0601  HISTORY     - UNK      MONUMENTED       USGS
 RX0601  HISTORY     - 1934     GOOD             NGS
 RX0601
 RX0601                          STATION DESCRIPTION
 RX0601
 RX0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0601'IN PHILIPSBURG.
 RX0601'AT THE SOUTH END OF PHILIPSBURG, GRANITE COUNTY, AT THE NORTH CORNER
 RX0601'OF THE EAST FACE OF THE GRADE SCHOOL, 120 YARDS WEST OF THE CENTERLINE
 RX0601'OF U. S. HIGHWAY 10 A, 3.5 FEET ABOVE GROUND.  A UNITED STATES
 RX0601'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5278 MSLA AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0579 ***********************************************************************
 TK0579  DESIGNATION -  53 REB
 TK0579  PID         -  TK0579
 TK0579  STATE/COUNTY-  MT/PHILLIPS
 TK0579  USGS QUAD   -  HORSESHOE LAKE (1984)
 TK0579
 TK0579                         *CURRENT SURVEY CONTROL
 TK0579  ___________________________________________________________________
 TK0579* NAD 83(1986)-  48 51 01.     (N)    108 05 33.     (W)     SCALED    
 TK0579* NAVD 88     -       843.274  (meters)    2766.64   (feet)  POSTED    
 TK0579  ___________________________________________________________________
 TK0579  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TK0579  DYNAMIC HT  -         843.380 (meters)    2766.99  (feet)  COMP
 TK0579  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 TK0579
 TK0579  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0579
 TK0579.The horizontal coordinates were scaled from a topographic map and have
 TK0579.an estimated accuracy of +/- 6 seconds.
 TK0579
 TK0579.The orthometric height was determined by differential leveling
 TK0579.and adjusted by the National Geodetic Survey in 1992..
 TK0579.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0579.rate of 0.0 thru 1.0 mm/km.
 TK0579
 TK0579.The geoid height was determined by GEOID03.
 TK0579
 TK0579.The dynamic height is computed by dividing the NAVD 88
 TK0579.geopotential number by the normal gravity value computed on the
 TK0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0579.degrees latitude (g = 980.6199 gals.).
 TK0579
 TK0579.The modeled gravity was interpolated from observed gravity values.
 TK0579
 TK0579;                    North         East    Units  Estimated Accuracy
 TK0579;SPC MT       -   512,150.      703,280.      MT  (+/- 180 meters Scaled)
 TK0579
 TK0579                          SUPERSEDED SURVEY CONTROL
 TK0579
 TK0579.No superseded survey control is available for this station.
 TK0579
 TK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV132148(NAD 83)
 TK0579_MARKER: DB = BENCH MARK DISK
 TK0579_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0579+WITH SETTING: INFORMATION.
 TK0579_SP_SET: SHALLOW-SET METAL ROD
 TK0579_STAMPING: 53 REB 1979
 TK0579_MARK LOGO: USGS  
 TK0579_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0579_ROD/PIPE-DEPTH: 2.13 meters
 TK0579
 TK0579  HISTORY     - Date     Condition        Report By
 TK0579  HISTORY     - 1979     MONUMENTED       USGS
 TK0579
 TK0579                          STATION DESCRIPTION
 TK0579
 TK0579'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0579'20.2 KM (12.55 MI) WEST FROM LORING.
 TK0579'12.55 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TK0579'ALONG THE RAILROAD, NEAR THE CENTER OF SECTION 29, T36N, R28E, 46.1
 TK0579'FEET SOUTH OF THE SOUTH RAIL, 38 FEET WEST OF THE CENTER OF A CATTLE
 TK0579'GUARD, AND 1.8 FEET NORTHEAST OF A T - FENCE CORNER.
 TK0579'THE MARK IS 1.0 FT  W FROM  A WITNESS POST
 TK0579'THE MARK IS ABOVE LEVEL WITH SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0418 ***********************************************************************
 RX0418  DESIGNATION -  5327
 RX0418  PID         -  RX0418
 RX0418  STATE/COUNTY-  MT/SILVER BOW
 RX0418  USGS QUAD   -  RAMSAY (1996)
 RX0418
 RX0418                         *CURRENT SURVEY CONTROL
 RX0418  ___________________________________________________________________
 RX0418* NAD 83(1986)-  46 00 10.     (N)    112 39 51.     (W)     SCALED    
 RX0418* NAVD 88     -      1628.247  (meters)    5342.01   (feet)  POSTED    
 RX0418  ___________________________________________________________________
 RX0418  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 RX0418  DYNAMIC HT  -        1627.600 (meters)    5339.88  (feet)  COMP
 RX0418  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 RX0418
 RX0418  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RX0418
 RX0418.The horizontal coordinates were scaled from a topographic map and have
 RX0418.an estimated accuracy of +/- 6 seconds.
 RX0418
 RX0418.The orthometric height was determined by differential leveling
 RX0418.and adjusted by the National Geodetic Survey in 1992..
 RX0418.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RX0418.rate of 4.1 thru 8.0 mm/km.
 RX0418
 RX0418.The geoid height was determined by GEOID03.
 RX0418
 RX0418.The dynamic height is computed by dividing the NAVD 88
 RX0418.geopotential number by the normal gravity value computed on the
 RX0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0418.degrees latitude (g = 980.6199 gals.).
 RX0418
 RX0418.The modeled gravity was interpolated from observed gravity values.
 RX0418
 RX0418;                    North         East    Units  Estimated Accuracy
 RX0418;SPC MT       -   199,730.      355,080.      MT  (+/- 180 meters Scaled)
 RX0418
 RX0418                          SUPERSEDED SURVEY CONTROL
 RX0418
 RX0418  NGVD 29 (??/??/92) 1627.095  (m)         5338.23   (f) ADJ UNCH    1 2
 RX0418
 RX0418.Superseded values are not recommended for survey control.
 RX0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0418.See file dsdata.txt to determine how the superseded data were derived.
 RX0418
 RX0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR711957(NAD 83)
 RX0418_MARKER: P = PIPE CAP
 RX0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0418_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0418
 RX0418  HISTORY     - Date     Condition        Report By
 RX0418  HISTORY     - UNK      MONUMENTED       USGS
 RX0418  HISTORY     - 1959     MARK NOT FOUND   NGS
 RX0418
 RX0418                          STATION DESCRIPTION
 RX0418
 RX0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0418'IN SILVER BOW.
 RX0418'AT SILVER BOW, SILVER BOW COUNTY, 180 FEET SOUTHEAST OF THE UNION
 RX0418'PACIFIC RAILROAD AND THE NORTHERN PACIFIC RAILWAY STATION SILVER BOW
 RX0418'JUNCTION, AT THE CROSSING OF THE UNION PACIFIC RAILROAD AND A COUNTY
 RX0418'ROAD, 164 FEET SOUTH OF THE TRACK, 66 FEET WEST OF THE ROAD, AND 89
 RX0418'FEET SOUTHWEST OF BENCH MARK A 3 DESCRIBED ABOVE.  A UNITED STATE
 RX0418'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 RX0418'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0422 ***********************************************************************
 RX0422  DESIGNATION -  5388
 RX0422  PID         -  RX0422
 RX0422  STATE/COUNTY-  MT/SILVER BOW
 RX0422  USGS QUAD   -  BUTTE NORTH (1996)
 RX0422
 RX0422                         *CURRENT SURVEY CONTROL
 RX0422  ___________________________________________________________________
 RX0422* NAD 83(1986)-  46 00 00.     (N)    112 36 09.     (W)     SCALED    
 RX0422* NAVD 88     -      1646.896  (meters)    5403.19   (feet)  ADJUSTED  
 RX0422  ___________________________________________________________________
 RX0422  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 RX0422  DYNAMIC HT  -        1646.245 (meters)    5401.06  (feet)  COMP
 RX0422  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 RX0422
 RX0422  VERT ORDER  -  FIRST     CLASS II
 RX0422
 RX0422.The horizontal coordinates were scaled from a topographic map and have
 RX0422.an estimated accuracy of +/- 6 seconds.
 RX0422
 RX0422.The orthometric height was determined by differential leveling
 RX0422.and adjusted by the National Geodetic Survey in June 1991..
 RX0422
 RX0422.The geoid height was determined by GEOID03.
 RX0422
 RX0422.The dynamic height is computed by dividing the NAVD 88
 RX0422.geopotential number by the normal gravity value computed on the
 RX0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0422.degrees latitude (g = 980.6199 gals.).
 RX0422
 RX0422.The modeled gravity was interpolated from observed gravity values.
 RX0422
 RX0422;                    North         East    Units  Estimated Accuracy
 RX0422;SPC MT       -   199,240.      359,840.      MT  (+/- 180 meters Scaled)
 RX0422
 RX0422                          SUPERSEDED SURVEY CONTROL
 RX0422
 RX0422  NGVD 29 (??/??/92) 1645.614  (m)         5398.99   (f) ADJ UNCH    1 2
 RX0422
 RX0422.Superseded values are not recommended for survey control.
 RX0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0422.See file dsdata.txt to determine how the superseded data were derived.
 RX0422
 RX0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR759952(NAD 83)
 RX0422_MARKER: P = PIPE CAP
 RX0422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0422_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0422_STAMPING: 5388 BUTTE
 RX0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0422
 RX0422  HISTORY     - Date     Condition        Report By
 RX0422  HISTORY     - UNK      MONUMENTED       USGS
 RX0422  HISTORY     - 1959     POOR             NGS
 RX0422
 RX0422                          STATION DESCRIPTION
 RX0422
 RX0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0422'3.1 MI E FROM SILVER BOW.
 RX0422'ABOUT 3.1 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0422'STATION AT SILVER BOW, IN SECTION 21, R 8 W, T 3 N, 3 POLES EAST OF
 RX0422'MILEPOST 4, AT A ROAD CROSSING, 122 FEET SOUTH OF THE SOUTH RAIL, 162
 RX0422'FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, 143 FEET SOUTH OF
 RX0422'BENCH MARK U 314, 10 FEET NORTHEAST OF A POWER POLE, 11 FEET SOUTH OF
 RX0422'THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS THE TRACKS, ABOUT LEVEL
 RX0422'WITH THE TRACKS, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 RX0422'18 INCHES.  NOTE-- THIS MARK IS LOOSE IN THE GROUND AND IS LEANING
 RX0422'ABOUT 20 DEG. TOWARD THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0580 ***********************************************************************
 TK0580  DESIGNATION -  54 REB
 TK0580  PID         -  TK0580
 TK0580  STATE/COUNTY-  MT/PHILLIPS
 TK0580  USGS QUAD   -  HORSESHOE LAKE (1984)
 TK0580
 TK0580                         *CURRENT SURVEY CONTROL
 TK0580  ___________________________________________________________________
 TK0580* NAD 83(1986)-  48 50 30.     (N)    108 04 11.     (W)     SCALED    
 TK0580* NAVD 88     -       834.591  (meters)    2738.15   (feet)  POSTED    
 TK0580  ___________________________________________________________________
 TK0580  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TK0580  DYNAMIC HT  -         834.700 (meters)    2738.51  (feet)  COMP
 TK0580  MODELED GRAV-     980,713.2   (mgal)                       NAVD 88
 TK0580
 TK0580  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0580
 TK0580.The horizontal coordinates were scaled from a topographic map and have
 TK0580.an estimated accuracy of +/- 6 seconds.
 TK0580
 TK0580.The orthometric height was determined by differential leveling
 TK0580.and adjusted by the National Geodetic Survey in 1992..
 TK0580.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0580.rate of 0.0 thru 1.0 mm/km.
 TK0580
 TK0580.The geoid height was determined by GEOID03.
 TK0580
 TK0580.The dynamic height is computed by dividing the NAVD 88
 TK0580.geopotential number by the normal gravity value computed on the
 TK0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0580.degrees latitude (g = 980.6199 gals.).
 TK0580
 TK0580.The modeled gravity was interpolated from observed gravity values.
 TK0580
 TK0580;                    North         East    Units  Estimated Accuracy
 TK0580;SPC MT       -   511,220.      704,970.      MT  (+/- 180 meters Scaled)
 TK0580
 TK0580                          SUPERSEDED SURVEY CONTROL
 TK0580
 TK0580.No superseded survey control is available for this station.
 TK0580
 TK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV149139(NAD 83)
 TK0580_MARKER: DB = BENCH MARK DISK
 TK0580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0580_SP_SET: COPPER-CLAD STEEL ROD
 TK0580_STAMPING: 54 REB 1979
 TK0580_MARK LOGO: USGS  
 TK0580_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0580_ROD/PIPE-DEPTH: 6.10 meters
 TK0580
 TK0580  HISTORY     - Date     Condition        Report By
 TK0580  HISTORY     - 1979     MONUMENTED       USGS
 TK0580
 TK0580                          STATION DESCRIPTION
 TK0580
 TK0580'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0580'18.2 KM (11.35 MI) WEST FROM LORING.
 TK0580'11.34 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TK0580'ALONG THE RAILROAD, NEAR THE CENTER OF THE NORTH HALF OF SECTION 33,
 TK0580'T36N, R28E, 40.2 FEET SOUTH OF THE SOUTH RAIL AT A ROAD CROSSING, 16
 TK0580'FEET WEST OF A GRAVEL ROAD, AND 7.6 FEET NORTH OF THE NORTHEAST
 TK0580'CORNER OF A YARD FENCE AT THE GRABOFSKY RESIDENCE.
 TK0580'THE MARK IS 1.0 FT  E FROM  A WITNESS POST
 TK0580'THE MARK IS 2.0 FT BELOW SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0828 ***********************************************************************
 RX0828  DESIGNATION -  542121
 RX0828  PID         -  RX0828
 RX0828  STATE/COUNTY-  MT/JEFFERSON
 RX0828  USGS QUAD   -  WICKES (1996)
 RX0828
 RX0828                         *CURRENT SURVEY CONTROL
 RX0828  ___________________________________________________________________
 RX0828* NAD 83(1986)-  46 18 38.     (N)    112 04 19.     (W)     SCALED    
 RX0828* NAVD 88     -      1653.356  (meters)    5424.39   (feet)  ADJUSTED  
 RX0828  ___________________________________________________________________
 RX0828  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 RX0828  DYNAMIC HT  -        1652.798 (meters)    5422.55  (feet)  COMP
 RX0828  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 RX0828
 RX0828  VERT ORDER  -  FIRST     CLASS II
 RX0828
 RX0828.The horizontal coordinates were scaled from a topographic map and have
 RX0828.an estimated accuracy of +/- 6 seconds.
 RX0828
 RX0828.The orthometric height was determined by differential leveling
 RX0828.and adjusted by the National Geodetic Survey in June 1991..
 RX0828
 RX0828.The geoid height was determined by GEOID03.
 RX0828
 RX0828.The dynamic height is computed by dividing the NAVD 88
 RX0828.geopotential number by the normal gravity value computed on the
 RX0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0828.degrees latitude (g = 980.6199 gals.).
 RX0828
 RX0828.The modeled gravity was interpolated from observed gravity values.
 RX0828
 RX0828;                    North         East    Units  Estimated Accuracy
 RX0828;SPC MT       -   232,230.      402,030.      MT  (+/- 180 meters Scaled)
 RX0828
 RX0828                          SUPERSEDED SURVEY CONTROL
 RX0828
 RX0828.No superseded survey control is available for this station.
 RX0828
 RX0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS174291(NAD 83)
 RX0828_MARKER: DB = BENCH MARK DISK
 RX0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0828_SP_SET: CONCRETE POST
 RX0828_STAMPING: 542121
 RX0828_PROJECTION: PROJECTING 61 CENTIMETERS
 RX0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0828+STABILITY: SURFACE MOTION
 RX0828
 RX0828  HISTORY     - Date     Condition        Report By
 RX0828  HISTORY     - UNK      MONUMENTED       MTSHC
 RX0828  HISTORY     - 1979     GOOD             NGS
 RX0828
 RX0828                          STATION DESCRIPTION
 RX0828
 RX0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0828'4.6 MI NE FROM BOULDER.
 RX0828'4.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 164 OVERPASS
 RX0828'IN BOULDER, 160.9 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 RX0828'OF THE HIGHWAY, 156.3 FEET SOUTHWEST OF THE SOUTHWEST END OF A GUARD
 RX0828'RAIL, 45.4 FEET EAST OF A FENCE, AND 25.1 FEET WEST OF BENCH MARK
 RX0828'D 440.  NOTE=CONDITION OF MARK IS ONLY FAIR, SUBJECT TO MOVEMENT.
 RX0828'THE MARK IS 3.5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0481 ***********************************************************************
 QY0481  DESIGNATION -  5441
 QY0481  PID         -  QY0481
 QY0481  STATE/COUNTY-  MT/SILVER BOW
 QY0481  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0481
 QY0481                         *CURRENT SURVEY CONTROL
 QY0481  ___________________________________________________________________
 QY0481* NAD 83(1986)-  45 59 40.     (N)    112 32 23.     (W)     SCALED    
 QY0481* NAVD 88     -      1660.729  (meters)    5448.58   (feet)  ADJUSTED  
 QY0481  ___________________________________________________________________
 QY0481  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 QY0481  DYNAMIC HT  -        1660.086 (meters)    5446.47  (feet)  COMP
 QY0481  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 QY0481
 QY0481  VERT ORDER  -  FIRST     CLASS II
 QY0481
 QY0481.The horizontal coordinates were scaled from a topographic map and have
 QY0481.an estimated accuracy of +/- 6 seconds.
 QY0481
 QY0481.The orthometric height was determined by differential leveling
 QY0481.and adjusted by the National Geodetic Survey in June 1991..
 QY0481
 QY0481.The geoid height was determined by GEOID03.
 QY0481
 QY0481.The dynamic height is computed by dividing the NAVD 88
 QY0481.geopotential number by the normal gravity value computed on the
 QY0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0481.degrees latitude (g = 980.6199 gals.).
 QY0481
 QY0481.The modeled gravity was interpolated from observed gravity values.
 QY0481
 QY0481;                    North         East    Units  Estimated Accuracy
 QY0481;SPC MT       -   198,430.      364,680.      MT  (+/- 180 meters Scaled)
 QY0481
 QY0481                          SUPERSEDED SURVEY CONTROL
 QY0481
 QY0481  NGVD 29 (??/??/92) 1659.458  (m)         5444.41   (f) ADJ UNCH    1 2
 QY0481
 QY0481.Superseded values are not recommended for survey control.
 QY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0481.See file dsdata.txt to determine how the superseded data were derived.
 QY0481
 QY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR807945(NAD 83)
 QY0481_MARKER: DD = SURVEY DISK
 QY0481_STAMPING: 5441
 QY0481
 QY0481  HISTORY     - Date     Condition        Report By
 QY0481  HISTORY     - UNK      MONUMENTED       USGS
 QY0481  HISTORY     - 1959     GOOD             NGS
 QY0481
 QY0481                          STATION DESCRIPTION
 QY0481
 QY0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QY0481'0.85 MI W FROM BUTTE.
 QY0481'ABOUT 0.75 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QY0481'STATION AT BUTTE, THENCE ABOUT 0.1 MILE SOUTH ALONG MONTANA AVENUE, AT
 QY0481'THE MONTANA POWER PLANT WAREHOUSE, 16 FEET WEST AND WITHIN THE LARGE
 QY0481'DOORS OPENING ON MONTANA STREET, 4 INCHES BELOW THE SURFACE OF THE
 QY0481'CONCRETE FLOOR, ACCESS TO WHICH IS HAD BY REMOVING A METAL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0433 ***********************************************************************
 RX0433  DESIGNATION -  5485
 RX0433  PID         -  RX0433
 RX0433  STATE/COUNTY-  MT/SILVER BOW
 RX0433  USGS QUAD   -  BUTTE NORTH (1996)
 RX0433
 RX0433                         *CURRENT SURVEY CONTROL
 RX0433  ___________________________________________________________________
 RX0433* NAD 83(1986)-  46 00 08.     (N)    112 31 29.     (W)     SCALED    
 RX0433* NAVD 88     -      1674.251  (meters)    5492.94   (feet)  POSTED    
 RX0433  ___________________________________________________________________
 RX0433  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 RX0433  DYNAMIC HT  -        1673.580 (meters)    5490.74  (feet)  COMP
 RX0433  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 RX0433
 RX0433  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RX0433
 RX0433.The horizontal coordinates were scaled from a topographic map and have
 RX0433.an estimated accuracy of +/- 6 seconds.
 RX0433
 RX0433.The orthometric height was determined by differential leveling
 RX0433.and adjusted by the National Geodetic Survey in 1992..
 RX0433.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RX0433.rate of 0.0 thru 1.0 mm/km.
 RX0433
 RX0433.The geoid height was determined by GEOID03.
 RX0433
 RX0433.The dynamic height is computed by dividing the NAVD 88
 RX0433.geopotential number by the normal gravity value computed on the
 RX0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0433.degrees latitude (g = 980.6199 gals.).
 RX0433
 RX0433.The modeled gravity was interpolated from observed gravity values.
 RX0433
 RX0433;                    North         East    Units  Estimated Accuracy
 RX0433;SPC MT       -   199,250.      365,870.      MT  (+/- 180 meters Scaled)
 RX0433
 RX0433                          SUPERSEDED SURVEY CONTROL
 RX0433
 RX0433  NGVD 29 (??/??/92) 1673.096  (m)         5489.15   (f) ADJ UNCH    1 2
 RX0433
 RX0433.Superseded values are not recommended for survey control.
 RX0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0433.See file dsdata.txt to determine how the superseded data were derived.
 RX0433
 RX0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR819954(NAD 83)
 RX0433_MARKER: DD = SURVEY DISK
 RX0433_SETTING: 66 = SET IN ROCK OUTCROP
 RX0433_SP_SET: GRANITE BLOCK
 RX0433_STAMPING: 5485 RHC 04
 RX0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0433+STABILITY: POSITION/ELEVATION WELL
 RX0433
 RX0433  HISTORY     - Date     Condition        Report By
 RX0433  HISTORY     - UNK      MONUMENTED       USGS
 RX0433  HISTORY     - 1959     MARK NOT FOUND   NGS
 RX0433  HISTORY     - 19871201 MARK NOT FOUND   USPSQD
 RX0433
 RX0433                          STATION DESCRIPTION
 RX0433
 RX0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0433'IN BUTTE.
 RX0433'AT BUTTE, SILVER BOW COUNTY, 655 FEET EAST OF THE NORTHERN PACIFIC
 RX0433'RAILWAY STATION, 245 FEET WEST OF THE RAILWAY BRIDGE SPANNING THE
 RX0433'TROLLEY LINE ALONG FRONT STREET, 13 FEET WEST OF THE SECOND POLE WEST
 RX0433'OF THE BRIDGE, 197 FEET SOUTH OF FRONT STREET, 49 FEET NORTH OF THE
 RX0433'TRACK, AND IN THE TOP OF A GRANITE BLOCK.  A UNITED STATE GEOLOGICAL
 RX0433'SURVEY STANDARD DISK, STAMPED 5485 RHC 04.
 RX0433
 RX0433                          STATION RECOVERY (1987)
 RX0433
 RX0433'RECOVERY NOTE BY US POWER SQUADRON 1987 (BAS)
 RX0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0581 ***********************************************************************
 TK0581  DESIGNATION -  55 REB
 TK0581  PID         -  TK0581
 TK0581  STATE/COUNTY-  MT/PHILLIPS
 TK0581  USGS QUAD   -  HORSESHOE LAKE (1984)
 TK0581
 TK0581                         *CURRENT SURVEY CONTROL
 TK0581  ___________________________________________________________________
 TK0581* NAD 83(1986)-  48 50 12.     (N)    108 03 16.     (W)     SCALED    
 TK0581* NAVD 88     -       834.772  (meters)    2738.75   (feet)  POSTED    
 TK0581  ___________________________________________________________________
 TK0581  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TK0581  DYNAMIC HT  -         834.880 (meters)    2739.10  (feet)  COMP
 TK0581  MODELED GRAV-     980,712.9   (mgal)                       NAVD 88
 TK0581
 TK0581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0581
 TK0581.The horizontal coordinates were scaled from a topographic map and have
 TK0581.an estimated accuracy of +/- 6 seconds.
 TK0581
 TK0581.The orthometric height was determined by differential leveling
 TK0581.and adjusted by the National Geodetic Survey in 1992..
 TK0581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0581.rate of 0.0 thru 1.0 mm/km.
 TK0581
 TK0581.The geoid height was determined by GEOID03.
 TK0581
 TK0581.The dynamic height is computed by dividing the NAVD 88
 TK0581.geopotential number by the normal gravity value computed on the
 TK0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0581.degrees latitude (g = 980.6199 gals.).
 TK0581
 TK0581.The modeled gravity was interpolated from observed gravity values.
 TK0581
 TK0581;                    North         East    Units  Estimated Accuracy
 TK0581;SPC MT       -   510,680.      706,100.      MT  (+/- 180 meters Scaled)
 TK0581
 TK0581                          SUPERSEDED SURVEY CONTROL
 TK0581
 TK0581.No superseded survey control is available for this station.
 TK0581
 TK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV161134(NAD 83)
 TK0581_MARKER: DB = BENCH MARK DISK
 TK0581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0581_SP_SET: COPPER-CLAD STEEL ROD
 TK0581_STAMPING: 55 REB 1979
 TK0581_MARK LOGO: USGS  
 TK0581_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0581_ROD/PIPE-DEPTH: 3.05 meters
 TK0581
 TK0581  HISTORY     - Date     Condition        Report By
 TK0581  HISTORY     - 1979     MONUMENTED       USGS
 TK0581
 TK0581                          STATION DESCRIPTION
 TK0581
 TK0581'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0581'17.0 KM (10.55 MI) WEST FROM LORING.
 TK0581'10.56 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TK0581'ALONG THE RAILROAD, 0.8 MILES SOUTHEAST OF A GRAVEL ROAD CROSSING,
 TK0581'0.2 MILES EAST OF THE WEST 1/4 CORNER OF SECTION 34, T36N, R28E,
 TK0581'ABOUT 170 FEET WEST OF A ROAD CROSSING, 14.1 FEET SOUTH OF THE SOUTH
 TK0581'RAIL, AND 1.3 FEET SOUTH OF A ROAD CROSSING SIGN IN A 20 - FOOT CUT
 TK0581'SECTION.
 TK0581'THE MARK IS 1.0 FT  E FROM  A WITNESS POST
 TK0581'THE MARK IS 2.0 FT BELOW SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0299 ***********************************************************************
 QW0299  DESIGNATION -  5548
 QW0299  PID         -  QW0299
 QW0299  STATE/COUNTY-  MT/CARBON
 QW0299  USGS QUAD   -  RED LODGE EAST (1996)
 QW0299
 QW0299                         *CURRENT SURVEY CONTROL
 QW0299  ___________________________________________________________________
 QW0299* NAD 83(1986)-  45 11 18.     (N)    109 14 52.     (W)     SCALED    
 QW0299* NAVD 88     -      1695.112  (meters)    5561.38   (feet)  POSTED    
 QW0299  ___________________________________________________________________
 QW0299  GEOID HEIGHT-         -10.91  (meters)                     GEOID03
 QW0299  DYNAMIC HT  -        1694.370 (meters)    5558.95  (feet)  COMP
 QW0299  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 QW0299
 QW0299  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QW0299
 QW0299.The horizontal coordinates were scaled from a topographic map and have
 QW0299.an estimated accuracy of +/- 6 seconds.
 QW0299
 QW0299.The orthometric height was determined by differential leveling
 QW0299.and adjusted by the National Geodetic Survey in 1992..
 QW0299.No vertical observational check was made to the station.
 QW0299.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QW0299.was located on a no-check spur therefore a value was not computed.
 QW0299
 QW0299.The geoid height was determined by GEOID03.
 QW0299
 QW0299.The dynamic height is computed by dividing the NAVD 88
 QW0299.geopotential number by the normal gravity value computed on the
 QW0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0299.degrees latitude (g = 980.6199 gals.).
 QW0299
 QW0299.The modeled gravity was interpolated from observed gravity values.
 QW0299
 QW0299;                    North         East    Units  Estimated Accuracy
 QW0299;SPC MT       -   104,330.      619,820.      MT  (+/- 180 meters Scaled)
 QW0299
 QW0299                          SUPERSEDED SURVEY CONTROL
 QW0299
 QW0299  NGVD 29 (??/??/92) 1694.046  (m)         5557.88   (f) ADJ UNCH    2 0
 QW0299
 QW0299.Superseded values are not recommended for survey control.
 QW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0299.See file dsdata.txt to determine how the superseded data were derived.
 QW0299
 QW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR376053(NAD 83)
 QW0299_MARKER: DD = SURVEY DISK
 QW0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0299_SP_SET: BUILDING
 QW0299_STAMPING: 5548
 QW0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0299
 QW0299  HISTORY     - Date     Condition        Report By
 QW0299  HISTORY     - UNK      MONUMENTED       USGS
 QW0299  HISTORY     - 1934     GOOD             NGS
 QW0299
 QW0299                          STATION DESCRIPTION
 QW0299
 QW0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QW0299'IN RED LODGE.
 QW0299'AT RED LODGE, ON BILLINGS AVENUE, AT THE NORTHEAST CORNER OF THE RED
 QW0299'LODGE IMPROVEMENT BUILDING, IN THE WALL, 6.5 FEET NORTH OF THE
 QW0299'DOORWAY, AND ABOUT 1 FOOT ABOVE THE SIDEWALK.  A UNITED STATES
 QW0299'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5548 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0582 ***********************************************************************
 TK0582  DESIGNATION -  56 REB
 TK0582  PID         -  TK0582
 TK0582  STATE/COUNTY-  MT/PHILLIPS
 TK0582  USGS QUAD   -  HORSESHOE LAKE (1984)
 TK0582
 TK0582                         *CURRENT SURVEY CONTROL
 TK0582  ___________________________________________________________________
 TK0582* NAD 83(1986)-  48 50 18.     (N)    108 02 05.     (W)     SCALED    
 TK0582* NAVD 88     -       827.842  (meters)    2716.01   (feet)  POSTED    
 TK0582  ___________________________________________________________________
 TK0582  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TK0582  DYNAMIC HT  -         827.950 (meters)    2716.37  (feet)  COMP
 TK0582  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 TK0582
 TK0582  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0582
 TK0582.The horizontal coordinates were scaled from a topographic map and have
 TK0582.an estimated accuracy of +/- 6 seconds.
 TK0582
 TK0582.The orthometric height was determined by differential leveling
 TK0582.and adjusted by the National Geodetic Survey in 1992..
 TK0582.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0582.rate of 0.0 thru 1.0 mm/km.
 TK0582
 TK0582.The geoid height was determined by GEOID03.
 TK0582
 TK0582.The dynamic height is computed by dividing the NAVD 88
 TK0582.geopotential number by the normal gravity value computed on the
 TK0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0582.degrees latitude (g = 980.6199 gals.).
 TK0582
 TK0582.The modeled gravity was interpolated from observed gravity values.
 TK0582
 TK0582;                    North         East    Units  Estimated Accuracy
 TK0582;SPC MT       -   510,900.      707,550.      MT  (+/- 180 meters Scaled)
 TK0582
 TK0582                          SUPERSEDED SURVEY CONTROL
 TK0582
 TK0582.No superseded survey control is available for this station.
 TK0582
 TK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV175137(NAD 83)
 TK0582_MARKER: DB = BENCH MARK DISK
 TK0582_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0582_SP_SET: COPPER-CLAD STEEL ROD
 TK0582_STAMPING: 56 REB 1979
 TK0582_MARK LOGO: USGS  
 TK0582_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0582_ROD/PIPE-DEPTH: 4.57 meters
 TK0582
 TK0582  HISTORY     - Date     Condition        Report By
 TK0582  HISTORY     - 1979     MONUMENTED       USGS
 TK0582
 TK0582                          STATION DESCRIPTION
 TK0582
 TK0582'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0582'15.1 KM (9.40 MI) WEST FROM LORING.
 TK0582'9.40 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TK0582'ALONG THE RAILROAD, ABOUT 1.0 MILE WEST OF HORSE SHOE LAKE, 0.2 MILES
 TK0582'NORTHEAST OF THE WEST 1/4 CORNER OF SECTION 35, T36N, R28E, 52 FEET
 TK0582'EAST OF A ROAD CROSSING, 55.5 FEET SOUTHEAST OF A TELEGRAPH POLE,
 TK0582'46.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 19 FEET SOUTHEAST OF A
 TK0582'DIRT ROAD AND 1.0 FEET SOUTHWEST OF A FENCE.
 TK0582'THE MARK IS 1.0 FT  SE FROM  A WITNESS POST
 TK0582'THE MARK IS 1.0 FT BELOW NORTHEAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0269 ***********************************************************************
 QV0269  DESIGNATION -  56 WR
 QV0269  PID         -  QV0269
 QV0269  STATE/COUNTY-  MT/BIG HORN
 QV0269  USGS QUAD   -  HARDIN (1980)
 QV0269
 QV0269                         *CURRENT SURVEY CONTROL
 QV0269  ___________________________________________________________________
 QV0269* NAD 83(1986)-  45 44 10.     (N)    107 34 22.     (W)     SCALED    
 QV0269* NAVD 88     -       884.327  (meters)    2901.33   (feet)  ADJUSTED  
 QV0269  ___________________________________________________________________
 QV0269  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 QV0269  DYNAMIC HT  -         884.158 (meters)    2900.78  (feet)  COMP
 QV0269  MODELED GRAV-     980,395.5   (mgal)                       NAVD 88
 QV0269
 QV0269  VERT ORDER  -  FIRST     CLASS II
 QV0269
 QV0269.The horizontal coordinates were scaled from a topographic map and have
 QV0269.an estimated accuracy of +/- 6 seconds.
 QV0269
 QV0269.The orthometric height was determined by differential leveling
 QV0269.and adjusted by the National Geodetic Survey in June 1991..
 QV0269
 QV0269.The geoid height was determined by GEOID03.
 QV0269
 QV0269.The dynamic height is computed by dividing the NAVD 88
 QV0269.geopotential number by the normal gravity value computed on the
 QV0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0269.degrees latitude (g = 980.6199 gals.).
 QV0269
 QV0269.The modeled gravity was interpolated from observed gravity values.
 QV0269
 QV0269;                    North         East    Units  Estimated Accuracy
 QV0269;SPC MT       -   167,000.      749,930.      MT  (+/- 180 meters Scaled)
 QV0269
 QV0269                          SUPERSEDED SURVEY CONTROL
 QV0269
 QV0269  NGVD 29 (??/??/92)  883.63   (m)         2899.0    (f) COMPUTED    1 2
 QV0269
 QV0269.Superseded values are not recommended for survey control.
 QV0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0269.See file dsdata.txt to determine how the superseded data were derived.
 QV0269
 QV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL998679(NAD 83)
 QV0269_MARKER: DD = SURVEY DISK
 QV0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0269_SP_SET: BRIDGE CURB
 QV0269_STAMPING: 56 WR 1957 2899
 QV0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0269
 QV0269  HISTORY     - Date     Condition        Report By
 QV0269  HISTORY     - 1957     MONUMENTED       USGS
 QV0269  HISTORY     - 1957     GOOD             NGS
 QV0269
 QV0269                          STATION DESCRIPTION
 QV0269
 QV0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0269'1.7 MI E FROM HARDIN.
 QV0269'ABOUT 1.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 QV0269'FROM THE STATION AT HARDIN, ABOUT 50 YARDS NORTHEAST OF THE TRACK, IN
 QV0269'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CURB OF U.S. HIGHWAY 87
 QV0269'BRIDGE OVER BIGHORN RIVER, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QV0269'HIGHWAY AND ABOUT 1 FOOT ABOVE THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0580 ***********************************************************************
 RX0580  DESIGNATION -  5623
 RX0580  PID         -  RX0580
 RX0580  STATE/COUNTY-  MT/GRANITE
 RX0580  USGS QUAD   -  POTATO LAKES (1996)
 RX0580
 RX0580                         *CURRENT SURVEY CONTROL
 RX0580  ___________________________________________________________________
 RX0580* NAD 83(1986)-  46 09 55.     (N)    113 27 07.     (W)     SCALED    
 RX0580* NAVD 88     -      1714.327  (meters)    5624.42   (feet)  ADJUSTED  
 RX0580  ___________________________________________________________________
 RX0580  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0580  DYNAMIC HT  -        1713.682 (meters)    5622.31  (feet)  COMP
 RX0580  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 RX0580
 RX0580  VERT ORDER  -  SECOND    CLASS 0
 RX0580
 RX0580.The horizontal coordinates were scaled from a topographic map and have
 RX0580.an estimated accuracy of +/- 6 seconds.
 RX0580
 RX0580.The orthometric height was determined by differential leveling
 RX0580.and adjusted by the National Geodetic Survey in June 1991..
 RX0580
 RX0580.The geoid height was determined by GEOID03.
 RX0580
 RX0580.The dynamic height is computed by dividing the NAVD 88
 RX0580.geopotential number by the normal gravity value computed on the
 RX0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0580.degrees latitude (g = 980.6199 gals.).
 RX0580
 RX0580.The modeled gravity was interpolated from observed gravity values.
 RX0580
 RX0580;                    North         East    Units  Estimated Accuracy
 RX0580;SPC MT       -   220,540.      295,060.      MT  (+/- 180 meters Scaled)
 RX0580
 RX0580                          SUPERSEDED SURVEY CONTROL
 RX0580
 RX0580  NGVD 29 (??/??/92) 1713.071  (m)         5620.30   (f) ADJ UNCH    2 0
 RX0580
 RX0580.Superseded values are not recommended for survey control.
 RX0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0580.See file dsdata.txt to determine how the superseded data were derived.
 RX0580
 RX0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS107153(NAD 83)
 RX0580_MARKER: DD = SURVEY DISK
 RX0580_SETTING: 80 = SET IN A BOULDER
 RX0580_SP_SET: BOULDER
 RX0580_STAMPING: 5623 MSLA
 RX0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0580+STABILITY: SURFACE MOTION
 RX0580
 RX0580  HISTORY     - Date     Condition        Report By
 RX0580  HISTORY     - UNK      MONUMENTED       USGS
 RX0580  HISTORY     - 1934     GOOD             NGS
 RX0580
 RX0580                          STATION DESCRIPTION
 RX0580
 RX0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0580'IN QUINLANS RANCH.
 RX0580'AT QUINLANS RANCH, GRANITE COUNTY, 700 FEET WEST OF THE WEST CORNER OF
 RX0580'THE RANCHHOUSE, 305 FEET SOUTHWEST OF THE SOUTH CORNER OF A LARGE
 RX0580'SHEEP BARN, 36 FEET NORTHEAST OF AN IRRIGATION DITCH, AND IN THE TOP
 RX0580'OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 RX0580'STAMPED 5623 MSLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1038 ***********************************************************************
 RX1038  DESIGNATION -  5682 VA
 RX1038  PID         -  RX1038
 RX1038  STATE/COUNTY-  MT/GRANITE
 RX1038  USGS QUAD   -  NIRLING HILL (1989)
 RX1038
 RX1038                         *CURRENT SURVEY CONTROL
 RX1038  ___________________________________________________________________
 RX1038* NAD 83(1992)-  46 34 54.28143(N)    113 18 59.56280(W)     ADJUSTED  
 RX1038* NAVD 88     -      1738.2    (meters)    5703.     (feet)  VERTCON   
 RX1038  ___________________________________________________________________
 RX1038  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 RX1038  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 RX1038
 RX1038  HORZ ORDER  -  THIRD
 RX1038
 RX1038.The horizontal coordinates were established by classical geodetic methods
 RX1038.and adjusted by the National Geodetic Survey in July 1992..
 RX1038
 RX1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1038
 RX1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1038
 RX1038.The geoid height was determined by GEOID03.
 RX1038
 RX1038;                    North         East     Units Scale Factor Converg.
 RX1038;SPC MT       -   266,230.529   307,756.579   MT  0.99942074   -2 47 30.5
 RX1038;SPC MT       -   873,459.74  1,009,700.06   iFT  0.99942074   -2 47 30.5
 RX1038;UTM  12      - 5,161,293.461   322,516.293   MT  0.99998721   -1 40 59.1
 RX1038
 RX1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1038!SPC MT       -   0.99972973  x   0.99942074  =   0.99915063
 RX1038!UTM  12      -   0.99972973  x   0.99998721  =   0.99971694
 RX1038
 RX1038                          SUPERSEDED SURVEY CONTROL
 RX1038
 RX1038  NAD 83(1986)-  46 34 54.28888(N)    113 18 59.55826(W) AD(       ) 3
 RX1038  NGVD 29 (05/15/92) 1737.1    (m)         5699.     (f) VERT ANG       
 RX1038
 RX1038.Superseded values are not recommended for survey control.
 RX1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1038.See file dsdata.txt to determine how the superseded data were derived.
 RX1038
 RX1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS2251661293(NAD 83)
 RX1038_MARKER: DD = SURVEY DISK
 RX1038_SETTING: 0 = UNSPECIFIED SETTING
 RX1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1038
 RX1038  HISTORY     - Date     Condition        Report By
 RX1038  HISTORY     - 1957     MONUMENTED       USGS
 RX1038
 RX1038                          STATION DESCRIPTION
 RX1038
 RX1038'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RX1038'STATION IS LOCATED APPROXIMATELY 6.0 (AIRLINE) MI. W. OF HALL,
 RX1038'MONTANA, AND 10 MI. SW. OF DRUMMOND IN SEC. 35, T 10 N, R 14 W, ON
 RX1038'A SPARSELY WOODED HILL NE. OF A DENSELY WOODED HILL KNOWN LOCALLY
 RX1038'AS NIERLING HILL.
 RX1038'
 RX1038'TO REACH FROM HALL, PROCEED W. ON WILLOW CREEK ROAD 2.6 MI. TO T-RD.
 RX1038'LEFT, 8.4 MI. S. AND W. TO Y-RD. JUNCTION, TURN RIGHT UP SPRING CREEK
 RX1038'0.5 MI. TO DIM TRACK RD. UP DRAIN TO RIGHT.  GO RIGHT 0.3 MI. TO GATE
 RX1038'IN FENCE, THENCE CONTINUE 0.6 MI. UP DRAIN TO LEFT AT DRAIN FORK TO
 RX1038'GATES IN CORRAL AT RUINS OF OLD BUILDINGS.  CONTINUE UP DRAIN 0.8
 RX1038'MI. TO GATE IN FENCE ABOVE SMALL EARTHEN DAM UP DRAIN 0.3 MI. TO
 RX1038'SHALLOW SIDE DRAINAGE, TURN RIGHT AND GO UP DRAINAGE BETWEEN OPENING
 RX1038'IN TREES, 0.7 MI. TO TOP OF HILL AND STATION SITE.  STATION IS 5.5
 RX1038'FT. SE. OF A TREE STUMP ON TOP.
 RX1038'
 RX1038'STATION MARK--A STANDARD USGS BRONZE TABLET CEMENTED IN ROCK AND
 RX1038'STAMPED---5682 VA---.
 RX1038'
 RX1038'NOTE--THIS IS AN OLD TABLET SET IN 1915-19 DURING PREVIOUS MAPPING
 RX1038'OPERATIONS.  NO OTHER DATA AVAILABLE ON THE HISTORY OF THIS MARK.
 RX1038'THIS TABLET WAS USED AS A REFERENCE MARK FOR USFS 1949 STATION
 RX1038'--COW--.  THE USFS POSITION WAS NOT HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0583 ***********************************************************************
 TK0583  DESIGNATION -  57 REB
 TK0583  PID         -  TK0583
 TK0583  STATE/COUNTY-  MT/PHILLIPS
 TK0583  USGS QUAD   -  HORSESHOE LAKE (1984)
 TK0583
 TK0583                         *CURRENT SURVEY CONTROL
 TK0583  ___________________________________________________________________
 TK0583* NAD 83(1986)-  48 49 42.     (N)    108 01 28.     (W)     SCALED    
 TK0583* NAVD 88     -       825.723  (meters)    2709.06   (feet)  POSTED    
 TK0583  ___________________________________________________________________
 TK0583  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TK0583  DYNAMIC HT  -         825.830 (meters)    2709.41  (feet)  COMP
 TK0583  MODELED GRAV-     980,712.9   (mgal)                       NAVD 88
 TK0583
 TK0583  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0583
 TK0583.The horizontal coordinates were scaled from a topographic map and have
 TK0583.an estimated accuracy of +/- 6 seconds.
 TK0583
 TK0583.The orthometric height was determined by differential leveling
 TK0583.and adjusted by the National Geodetic Survey in 1992..
 TK0583.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0583.rate of 0.0 thru 1.0 mm/km.
 TK0583
 TK0583.The geoid height was determined by GEOID03.
 TK0583
 TK0583.The dynamic height is computed by dividing the NAVD 88
 TK0583.geopotential number by the normal gravity value computed on the
 TK0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0583.degrees latitude (g = 980.6199 gals.).
 TK0583
 TK0583.The modeled gravity was interpolated from observed gravity values.
 TK0583
 TK0583;                    North         East    Units  Estimated Accuracy
 TK0583;SPC MT       -   509,800.      708,320.      MT  (+/- 180 meters Scaled)
 TK0583
 TK0583                          SUPERSEDED SURVEY CONTROL
 TK0583
 TK0583.No superseded survey control is available for this station.
 TK0583
 TK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV183126(NAD 83)
 TK0583_MARKER: DB = BENCH MARK DISK
 TK0583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0583_SP_SET: COPPER-CLAD STEEL ROD
 TK0583_STAMPING: 57 REB 1979
 TK0583_MARK LOGO: USGS  
 TK0583_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0583_ROD/PIPE-DEPTH: 6.10 meters
 TK0583
 TK0583  HISTORY     - Date     Condition        Report By
 TK0583  HISTORY     - 1979     MONUMENTED       USGS
 TK0583
 TK0583                          STATION DESCRIPTION
 TK0583
 TK0583'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0583'13.8 KM (8.55 MI) WEST FROM LORING.
 TK0583'8.55 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TK0583'ALONG THE RAILROAD, 0.4 MILES SOUTHWEST OF THE HORSE SHOE LAKE DAM,
 TK0583'0.1 MILES SOUTHEAST OF THE NORTH 1/4 CORNER OF SECTION 2, T35N, R28E,
 TK0583'ABOUT 215 FEET EAST OF A ROAD CROSSING, 7.8 FEET SOUTH OF THE SOUTH
 TK0583'RAIL, AND 5.5 FEET NORTHWEST OF A CURVE (NO - 54) SIGN.
 TK0583'THE MARK IS 1.1 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0264 ***********************************************************************
 QV0264  DESIGNATION -  57 WR
 QV0264  PID         -  QV0264
 QV0264  STATE/COUNTY-  MT/BIG HORN
 QV0264  USGS QUAD   -  HARDIN (1980)
 QV0264
 QV0264                         *CURRENT SURVEY CONTROL
 QV0264  ___________________________________________________________________
 QV0264* NAD 83(1986)-  45 43 54.     (N)    107 36 30.     (W)     SCALED    
 QV0264* NAVD 88     -       885.962  (meters)    2906.69   (feet)  ADJUSTED  
 QV0264  ___________________________________________________________________
 QV0264  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 QV0264  DYNAMIC HT  -         885.795 (meters)    2906.15  (feet)  COMP
 QV0264  MODELED GRAV-     980,397.3   (mgal)                       NAVD 88
 QV0264
 QV0264  VERT ORDER  -  FIRST     CLASS II
 QV0264
 QV0264.The horizontal coordinates were scaled from a topographic map and have
 QV0264.an estimated accuracy of +/- 6 seconds.
 QV0264
 QV0264.The orthometric height was determined by differential leveling
 QV0264.and adjusted by the National Geodetic Survey in June 1991..
 QV0264
 QV0264.The geoid height was determined by GEOID03.
 QV0264
 QV0264.The dynamic height is computed by dividing the NAVD 88
 QV0264.geopotential number by the normal gravity value computed on the
 QV0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0264.degrees latitude (g = 980.6199 gals.).
 QV0264
 QV0264.The modeled gravity was interpolated from observed gravity values.
 QV0264
 QV0264;                    North         East    Units  Estimated Accuracy
 QV0264;SPC MT       -   166,440.      747,170.      MT  (+/- 180 meters Scaled)
 QV0264
 QV0264                          SUPERSEDED SURVEY CONTROL
 QV0264
 QV0264  NGVD 29 (??/??/92)  885.26   (m)         2904.4    (f) COMPUTED    1 2
 QV0264
 QV0264.Superseded values are not recommended for survey control.
 QV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0264.See file dsdata.txt to determine how the superseded data were derived.
 QV0264
 QV0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL970675(NAD 83)
 QV0264_MARKER: DD = SURVEY DISK
 QV0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QV0264_SP_SET: SIDEWALK
 QV0264_STAMPING: 57 WR 1957 2904
 QV0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0264
 QV0264  HISTORY     - Date     Condition        Report By
 QV0264  HISTORY     - 1957     MONUMENTED       USGS
 QV0264  HISTORY     - 1957     GOOD             NGS
 QV0264
 QV0264                          STATION DESCRIPTION
 QV0264
 QV0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0264'IN HARDIN.
 QV0264'AT HARDIN, AT THE SOUTH ENTRANCE TO BIG HORN COUNTY COURTHOUSE, 81
 QV0264'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 87, 101 FEET EAST OF THE
 QV0264'EAST CURB OF NORTH CROW AVENUE, 0.8 FEET SOUTH OF THE SOUTH EDGE OF
 QV0264'THE BOTTOM STEP OF STEPS LEADING TO COURTHOUSE AND IN THE TOP OF THE
 QV0264'CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0431 ***********************************************************************
 RX0431  DESIGNATION -  5712
 RX0431  PID         -  RX0431
 RX0431  STATE/COUNTY-  MT/SILVER BOW
 RX0431  USGS QUAD   -  BUTTE NORTH (1996)
 RX0431
 RX0431                         *CURRENT SURVEY CONTROL
 RX0431  ___________________________________________________________________
 RX0431* NAD 83(1986)-  46 00 48.     (N)    112 32 05.     (W)     SCALED    
 RX0431* NAVD 88     -      1741.811  (meters)    5714.59   (feet)  ADJUSTED  
 RX0431  ___________________________________________________________________
 RX0431  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 RX0431  DYNAMIC HT  -        1741.112 (meters)    5712.30  (feet)  COMP
 RX0431  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 RX0431
 RX0431  VERT ORDER  -  FIRST     CLASS II
 RX0431
 RX0431.The horizontal coordinates were scaled from a topographic map and have
 RX0431.an estimated accuracy of +/- 6 seconds.
 RX0431
 RX0431.The orthometric height was determined by differential leveling
 RX0431.and adjusted by the National Geodetic Survey in June 1991..
 RX0431
 RX0431.The geoid height was determined by GEOID03.
 RX0431
 RX0431.The dynamic height is computed by dividing the NAVD 88
 RX0431.geopotential number by the normal gravity value computed on the
 RX0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0431.degrees latitude (g = 980.6199 gals.).
 RX0431
 RX0431.The modeled gravity was interpolated from observed gravity values.
 RX0431
 RX0431;                    North         East    Units  Estimated Accuracy
 RX0431;SPC MT       -   200,510.      365,140.      MT  (+/- 180 meters Scaled)
 RX0431
 RX0431                          SUPERSEDED SURVEY CONTROL
 RX0431
 RX0431  NGVD 29 (??/??/92) 1740.519  (m)         5710.35   (f) ADJ UNCH    1 2
 RX0431
 RX0431.Superseded values are not recommended for survey control.
 RX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0431.See file dsdata.txt to determine how the superseded data were derived.
 RX0431
 RX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR811966(NAD 83)
 RX0431_MARKER: Z = SEE DESCRIPTION
 RX0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0431_SP_SET: BUILDING
 RX0431_STAMPING: USGS BM 5712
 RX0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0431
 RX0431  HISTORY     - Date     Condition        Report By
 RX0431  HISTORY     - UNK      MONUMENTED       USGS
 RX0431  HISTORY     - 1959     GOOD             NGS
 RX0431  HISTORY     - 19871123 MARK NOT FOUND   USPSQD
 RX0431
 RX0431                          STATION DESCRIPTION
 RX0431
 RX0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0431'IN BUTTE.
 RX0431'AT BUTTE, AT THE NORTHERN PACIFIC OFFICE BUILDING, IN SECTION 13, T 3
 RX0431'N, R 8 W, AT THE INTERSECTION OF PARK STREET AND MAIN STREET, SET
 RX0431'VERTICALLY IN THE SOUTH FACE OF A GRANITE CORNER STONE AT THE
 RX0431'SOUTHWEST CORNER OF THE BUILDING, 13 FEET EAST OF THE EAST CURB OF
 RX0431'MAIN STREET, 12 FEET NORTH OF THE NORTH CURB OF PARK STREET, 2 FEET
 RX0431'ABOVE THE SIDEWALK, 10 INCHES EAST OF THE SOUTHWEST CORNER, AND 2
 RX0431'INCHES BELOW THE BOTTOM LAYER OF BRICK.
 RX0431
 RX0431                          STATION RECOVERY (1987)
 RX0431
 RX0431'RECOVERY NOTE BY US POWER SQUADRON 1987 (BAS)
 RX0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0675 ***********************************************************************
 TN0675  DESIGNATION -  5+76.25
 TN0675  PID         -  TN0675
 TN0675  STATE/COUNTY-  MT/LINCOLN
 TN0675  USGS QUAD   -  ALEXANDER MOUNTAIN (1983)
 TN0675
 TN0675                         *CURRENT SURVEY CONTROL
 TN0675  ___________________________________________________________________
 TN0675* NAD 83(1986)-  48 24 40.     (N)    115 19 04.     (W)     SCALED    
 TN0675* NAVD 88     -       754.745  (meters)    2476.19   (feet)  ADJUSTED  
 TN0675  ___________________________________________________________________
 TN0675  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TN0675  DYNAMIC HT  -         754.799 (meters)    2476.37  (feet)  COMP
 TN0675  MODELED GRAV-     980,658.6   (mgal)                       NAVD 88
 TN0675
 TN0675  VERT ORDER  -  FIRST     CLASS II
 TN0675
 TN0675.The horizontal coordinates were scaled from a topographic map and have
 TN0675.an estimated accuracy of +/- 6 seconds.
 TN0675
 TN0675.The orthometric height was determined by differential leveling
 TN0675.and adjusted by the National Geodetic Survey in June 1991..
 TN0675
 TN0675.The geoid height was determined by GEOID03.
 TN0675
 TN0675.The dynamic height is computed by dividing the NAVD 88
 TN0675.geopotential number by the normal gravity value computed on the
 TN0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0675.degrees latitude (g = 980.6199 gals.).
 TN0675
 TN0675.The modeled gravity was interpolated from observed gravity values.
 TN0675
 TN0675;                    North         East    Units  Estimated Accuracy
 TN0675;SPC MT       -   478,370.      169,840.      MT  (+/- 180 meters Scaled)
 TN0675
 TN0675                          SUPERSEDED SURVEY CONTROL
 TN0675
 TN0675.No superseded survey control is available for this station.
 TN0675
 TN0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP244633(NAD 83)
 TN0675_MARKER: DD = SURVEY DISK
 TN0675_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 TN0675_SP_SET: LARGE CONCRETE DAM
 TN0675_STAMPING: ELEV 2472.408 STA. 5+76.25 2DS
 TN0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0675+STABILITY: POSITION/ELEVATION WELL
 TN0675
 TN0675  HISTORY     - Date     Condition        Report By
 TN0675  HISTORY     - 1971     MONUMENTED       DOD
 TN0675  HISTORY     - 1980     GOOD             NGS
 TN0675
 TN0675                          STATION DESCRIPTION
 TN0675
 TN0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0675'28.5 KM NE FROM LIBBY.
 TN0675'27.7 KILOMETERS (17.1 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0675'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, THENCE 0.8 KILOMETER (0.5
 TN0675'MILE) NORTHWEST ALONG THE CONCRETE ROADWAY ON THE TOP OF LIBBY
 TN0675'DAM, SET IN TOP OF THE NORTHEAST SIDEWALK AT THE NORTHWEST END OF
 TN0675'THE DAM, 5.4 METERS, (17.5 FEET) NORTHEAST OF THE CENTERLINE OF THE
 TN0675'ROADWAY, 2.4 METERS (8.0 FEET) NORTHWEST OF THE WEST CORNER OF THE
 TN0675'NORTHEAST BANISTER OF THE DAM, 1.0 METER (3.3 FEET) SOUTHEAST OF
 TN0675'THE EXPANSION JOINT AT THE NORTHWEST END OF THE DAM.
 TN0675'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0289 ***********************************************************************
 TN0289  DESIGNATION -  58 C
 TN0289  PID         -  TN0289
 TN0289  STATE/COUNTY-  MT/LINCOLN
 TN0289  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0289
 TN0289                         *CURRENT SURVEY CONTROL
 TN0289  ___________________________________________________________________
 TN0289* NAD 83(1986)-  48 03 21.     (N)    115 16 39.     (W)     SCALED    
 TN0289* NAVD 88     -       953.261  (meters)    3127.49   (feet)  ADJUSTED  
 TN0289  ___________________________________________________________________
 TN0289  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 TN0289  DYNAMIC HT  -         953.244 (meters)    3127.43  (feet)  COMP
 TN0289  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 TN0289
 TN0289  VERT ORDER  -  SECOND    CLASS 0
 TN0289
 TN0289.The horizontal coordinates were scaled from a topographic map and have
 TN0289.an estimated accuracy of +/- 6 seconds.
 TN0289
 TN0289.The orthometric height was determined by differential leveling
 TN0289.and adjusted by the National Geodetic Survey in June 1991..
 TN0289
 TN0289.The geoid height was determined by GEOID03.
 TN0289
 TN0289.The dynamic height is computed by dividing the NAVD 88
 TN0289.geopotential number by the normal gravity value computed on the
 TN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0289.degrees latitude (g = 980.6199 gals.).
 TN0289
 TN0289.The modeled gravity was interpolated from observed gravity values.
 TN0289
 TN0289;                    North         East    Units  Estimated Accuracy
 TN0289;SPC MT       -   438,770.      169,900.      MT  (+/- 180 meters Scaled)
 TN0289
 TN0289                          SUPERSEDED SURVEY CONTROL
 TN0289
 TN0289  NGVD 29 (??/??/92)  952.066  (m)         3123.57   (f) ADJ UNCH    2 0
 TN0289
 TN0289.Superseded values are not recommended for survey control.
 TN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0289.See file dsdata.txt to determine how the superseded data were derived.
 TN0289
 TN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP283239(NAD 83)
 TN0289_MARKER: DD = SURVEY DISK
 TN0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0289_STAMPING: 58 C 0+00.0 3124.29
 TN0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0289+STABILITY: SURFACE MOTION
 TN0289
 TN0289  HISTORY     - Date     Condition        Report By
 TN0289  HISTORY     - UNK      MONUMENTED       MTDH
 TN0289  HISTORY     - 1952     GOOD             NGS
 TN0289
 TN0289                          STATION DESCRIPTION
 TN0289
 TN0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0289'7.4 MI SW FROM HAPPYS INN.
 TN0289'7.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0289'HAPPYS INN, 51 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.1
 TN0289'FEET SOUTHEAST OF A WHITE WOODEN POST MARKED 1099+31.11, 2.1 FEET
 TN0289'NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET
 TN0289'IN THE TOP OF A CONCRETE POST PROJECTING 3.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0145 ***********************************************************************
 TN0145  DESIGNATION -  58 H
 TN0145  PID         -  TN0145
 TN0145  STATE/COUNTY-  MT/FLATHEAD
 TN0145  USGS QUAD   -  KALISPELL (1994)
 TN0145
 TN0145                         *CURRENT SURVEY CONTROL
 TN0145  ___________________________________________________________________
 TN0145* NAD 83(1986)-  48 11 48.     (N)    114 20 27.     (W)     SCALED    
 TN0145* NAVD 88     -       904.536  (meters)    2967.63   (feet)  ADJUSTED  
 TN0145  ___________________________________________________________________
 TN0145  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TN0145  DYNAMIC HT  -         904.532 (meters)    2967.62  (feet)  COMP
 TN0145  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 TN0145
 TN0145  VERT ORDER  -  SECOND    CLASS 0
 TN0145
 TN0145.The horizontal coordinates were scaled from a topographic map and have
 TN0145.an estimated accuracy of +/- 6 seconds.
 TN0145
 TN0145.The orthometric height was determined by differential leveling
 TN0145.and adjusted by the National Geodetic Survey in June 1991..
 TN0145
 TN0145.The geoid height was determined by GEOID03.
 TN0145
 TN0145.The dynamic height is computed by dividing the NAVD 88
 TN0145.geopotential number by the normal gravity value computed on the
 TN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0145.degrees latitude (g = 980.6199 gals.).
 TN0145
 TN0145.The modeled gravity was interpolated from observed gravity values.
 TN0145
 TN0145;                    North         East    Units  Estimated Accuracy
 TN0145;SPC MT       -   449,670.      240,500.      MT  (+/- 180 meters Scaled)
 TN0145
 TN0145                          SUPERSEDED SURVEY CONTROL
 TN0145
 TN0145  NGVD 29 (??/??/92)  903.405  (m)         2963.92   (f) ADJ UNCH    2 0
 TN0145
 TN0145.Superseded values are not recommended for survey control.
 TN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0145.See file dsdata.txt to determine how the superseded data were derived.
 TN0145
 TN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP975415(NAD 83)
 TN0145_MARKER: DD = SURVEY DISK
 TN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0145+STABILITY: SURFACE MOTION
 TN0145
 TN0145  HISTORY     - Date     Condition        Report By
 TN0145  HISTORY     - UNK      MONUMENTED       MTDH
 TN0145  HISTORY     - 1952     GOOD             NGS
 TN0145
 TN0145                          STATION DESCRIPTION
 TN0145
 TN0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0145'1.5 MI W FROM KALISPELL.
 TN0145'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0145'STATION AT KALISPELL, THENCE 1.3 MILE WEST ALONG U. S. HIGHWAY 2, AT A
 TN0145'POINT WHERE A POWER LINE CROSSES THE HIGHWAY, AT A T JUNCTION OF A
 TN0145'PRIVATE DRIVE LEADING NORTH TO A LARGE FRAME HOUSE, 57 FEET SOUTH OF
 TN0145'THE CENTER LINE OF THE HIGHWAY, 46 FEET EAST OF A POWER LINE POLE WITH
 TN0145'A TRANSFORMER, 2.7 FEET NORTH OF A FENCE, 2.3 FEET SOUTHEAST OF A
 TN0145'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 TN0145'OF A CONCRETE POST MARKED N R H 58 H FAP F 58 (19) PROJECTING 3.0 FEET
 TN0145'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0584 ***********************************************************************
 TK0584  DESIGNATION -  58 REB
 TK0584  PID         -  TK0584
 TK0584  STATE/COUNTY-  MT/PHILLIPS
 TK0584  USGS QUAD   -  HORSESHOE LAKE (1984)
 TK0584
 TK0584                         *CURRENT SURVEY CONTROL
 TK0584  ___________________________________________________________________
 TK0584* NAD 83(1986)-  48 49 50.     (N)    108 00 37.     (W)     SCALED    
 TK0584* NAVD 88     -       833.615  (meters)    2734.95   (feet)  POSTED    
 TK0584  ___________________________________________________________________
 TK0584  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 TK0584  DYNAMIC HT  -         833.730 (meters)    2735.33  (feet)  COMP
 TK0584  MODELED GRAV-     980,714.1   (mgal)                       NAVD 88
 TK0584
 TK0584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0584
 TK0584.The horizontal coordinates were scaled from a topographic map and have
 TK0584.an estimated accuracy of +/- 6 seconds.
 TK0584
 TK0584.The orthometric height was determined by differential leveling
 TK0584.and adjusted by the National Geodetic Survey in 1992..
 TK0584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0584.rate of 0.0 thru 1.0 mm/km.
 TK0584
 TK0584.The geoid height was determined by GEOID03.
 TK0584
 TK0584.The dynamic height is computed by dividing the NAVD 88
 TK0584.geopotential number by the normal gravity value computed on the
 TK0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0584.degrees latitude (g = 980.6199 gals.).
 TK0584
 TK0584.The modeled gravity was interpolated from observed gravity values.
 TK0584
 TK0584;                    North         East    Units  Estimated Accuracy
 TK0584;SPC MT       -   510,070.      709,360.      MT  (+/- 180 meters Scaled)
 TK0584
 TK0584                          SUPERSEDED SURVEY CONTROL
 TK0584
 TK0584.No superseded survey control is available for this station.
 TK0584
 TK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV194129(NAD 83)
 TK0584_MARKER: DB = BENCH MARK DISK
 TK0584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0584_SP_SET: COPPER-CLAD STEEL ROD
 TK0584_STAMPING: 58 REB 1979
 TK0584_MARK LOGO: USGS  
 TK0584_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0584_ROD/PIPE-DEPTH: 3.96 meters
 TK0584
 TK0584  HISTORY     - Date     Condition        Report By
 TK0584  HISTORY     - 1979     MONUMENTED       USGS
 TK0584
 TK0584                          STATION DESCRIPTION
 TK0584
 TK0584'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0584'12.6 KM (7.85 MI) WEST FROM LORING.
 TK0584'7.85 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TK0584'ALONG THE RAILROAD, 0.35 MILES EAST OF THE HORSE SHOE LAKE DAM, 0.2
 TK0584'MILES NORTHEAST OF THE SOUTHWEST CORNER OF SECTION 36, T36N, R28E, 50
 TK0584'FEET NORTHEAST OF A ROAD CROSSING, 32.8 FEET NORTH OF THE NORTH RAIL,
 TK0584'AND 1.7 FEET SOUTHWEST OF A TELEGRAPH POLE.
 TK0584'THE MARK IS 1.1 FT  E FROM  A WITNESS POST
 TK0584'THE MARK IS 2.0 FT BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0673 ***********************************************************************
 TJ0673  DESIGNATION -  59 REB
 TJ0673  PID         -  TJ0673
 TJ0673  STATE/COUNTY-  MT/PHILLIPS
 TJ0673  USGS QUAD   -  MARTIN LAKE (1984)
 TJ0673
 TJ0673                         *CURRENT SURVEY CONTROL
 TJ0673  ___________________________________________________________________
 TJ0673* NAD 83(1986)-  48 49 15.     (N)    107 59 40.     (W)     SCALED    
 TJ0673* NAVD 88     -       824.885  (meters)    2706.31   (feet)  POSTED    
 TJ0673  ___________________________________________________________________
 TJ0673  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 TJ0673  DYNAMIC HT  -         824.990 (meters)    2706.65  (feet)  COMP
 TJ0673  MODELED GRAV-     980,715.0   (mgal)                       NAVD 88
 TJ0673
 TJ0673  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0673
 TJ0673.The horizontal coordinates were scaled from a topographic map and have
 TJ0673.an estimated accuracy of +/- 6 seconds.
 TJ0673
 TJ0673.The orthometric height was determined by differential leveling
 TJ0673.and adjusted by the National Geodetic Survey in 1992..
 TJ0673.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0673.rate of 0.0 thru 1.0 mm/km.
 TJ0673
 TJ0673.The geoid height was determined by GEOID03.
 TJ0673
 TJ0673.The dynamic height is computed by dividing the NAVD 88
 TJ0673.geopotential number by the normal gravity value computed on the
 TJ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0673.degrees latitude (g = 980.6199 gals.).
 TJ0673
 TJ0673.The modeled gravity was interpolated from observed gravity values.
 TJ0673
 TJ0673;                    North         East    Units  Estimated Accuracy
 TJ0673;SPC MT       -   509,010.      710,540.      MT  (+/- 180 meters Scaled)
 TJ0673
 TJ0673                          SUPERSEDED SURVEY CONTROL
 TJ0673
 TJ0673.No superseded survey control is available for this station.
 TJ0673
 TJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ802118(NAD 83)
 TJ0673_MARKER: DB = BENCH MARK DISK
 TJ0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0673_SP_SET: COPPER-CLAD STEEL ROD
 TJ0673_STAMPING: 59 REB 1979
 TJ0673_MARK LOGO: USGS  
 TJ0673_PROJECTION: PROJECTING 8 CENTIMETERS
 TJ0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0673_ROD/PIPE-DEPTH: 4.57 meters
 TJ0673
 TJ0673  HISTORY     - Date     Condition        Report By
 TJ0673  HISTORY     - 1979     MONUMENTED       USGS
 TJ0673
 TJ0673                          STATION DESCRIPTION
 TJ0673
 TJ0673'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TJ0673'11.0 KM (6.85 MI) WEST FROM LORING.
 TJ0673'6.86 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TJ0673'ALONG THE RAILROAD, 1.3 MILES SOUTHEAST OF THE HORSE SHOE LAKE DAM,
 TJ0673'NEAR THE EAST 1/4 CORNER OF SECTION 1, T35N, R29E, 148 FEET EAST OF A
 TJ0673'ROAD CROSSING, 92.5 FEET SOUTHWEST OF A TELEGRAPH POLE, 10.7 MILES
 TJ0673'NORTH OF THE NORTH RAIL, AND 1.4 FEET SOUTHWEST OF A ROAD CROSSING
 TJ0673'SIGN.
 TJ0673'THE MARK IS 1.1 FT  E FROM  A WITNESS POST
 TJ0673'THE MARK IS 1.0 FT BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0116 ***********************************************************************
 RW0116  DESIGNATION -  6
 RW0116  PID         -  RW0116
 RW0116  STATE/COUNTY-  MT/MEAGHER
 RW0116  USGS QUAD   -  WHITE SULPHUR SPRING (1995)
 RW0116
 RW0116                         *CURRENT SURVEY CONTROL
 RW0116  ___________________________________________________________________
 RW0116* NAD 83(1986)-  46 30 13.     (N)    110 54 17.     (W)     SCALED    
 RW0116* NAVD 88     -      1540.869  (meters)    5055.33   (feet)  ADJUSTED  
 RW0116  ___________________________________________________________________
 RW0116  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 RW0116  DYNAMIC HT  -        1540.439 (meters)    5053.92  (feet)  COMP
 RW0116  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 RW0116
 RW0116  VERT ORDER  -  SECOND    CLASS 0
 RW0116
 RW0116.The horizontal coordinates were scaled from a topographic map and have
 RW0116.an estimated accuracy of +/- 6 seconds.
 RW0116
 RW0116.The orthometric height was determined by differential leveling
 RW0116.and adjusted by the National Geodetic Survey in June 1991..
 RW0116
 RW0116.The geoid height was determined by GEOID03.
 RW0116
 RW0116.The dynamic height is computed by dividing the NAVD 88
 RW0116.geopotential number by the normal gravity value computed on the
 RW0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0116.degrees latitude (g = 980.6199 gals.).
 RW0116
 RW0116.The modeled gravity was interpolated from observed gravity values.
 RW0116
 RW0116;                    North         East    Units  Estimated Accuracy
 RW0116;SPC MT       -   251,400.      492,240.      MT  (+/- 180 meters Scaled)
 RW0116
 RW0116                          SUPERSEDED SURVEY CONTROL
 RW0116
 RW0116  NGVD 29 (??/??/92) 1539.767  (m)         5051.72   (f) ADJ UNCH    2 0
 RW0116
 RW0116.Superseded values are not recommended for survey control.
 RW0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0116.See file dsdata.txt to determine how the superseded data were derived.
 RW0116
 RW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS073500(NAD 83)
 RW0116_MARKER: DD = SURVEY DISK
 RW0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0116_STAMPING: 6
 RW0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0116+STABILITY: SURFACE MOTION
 RW0116
 RW0116  HISTORY     - Date     Condition        Report By
 RW0116  HISTORY     - UNK      MONUMENTED
 RW0116  HISTORY     - 1934     GOOD             NGS
 RW0116
 RW0116                          STATION DESCRIPTION
 RW0116
 RW0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RW0116'3.3 MI S FROM WHITE SULPHUR SPRINGS.
 RW0116'3.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, 0.1
 RW0116'MILE SOUTH OF AN EAST-AND-WEST FENCE, ADJACENT TO A LARGE GRAVEL PIT,
 RW0116'33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF THE
 RW0116'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 6 AND SET
 RW0116'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0465 ***********************************************************************
 SU0465  DESIGNATION -  6
 SU0465  PID         -  SU0465
 SU0465  STATE/COUNTY-  MT/MINERAL
 SU0465  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0465
 SU0465                         *CURRENT SURVEY CONTROL
 SU0465  ___________________________________________________________________
 SU0465* NAD 83(1986)-  47 23 49.     (N)    115 38 01.     (W)     SCALED    
 SU0465* NAVD 88     -      1262.969  (meters)    4143.59   (feet)  ADJUSTED  
 SU0465  ___________________________________________________________________
 SU0465  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 SU0465  DYNAMIC HT  -        1262.807 (meters)    4143.06  (feet)  COMP
 SU0465  MODELED GRAV-     980,440.0   (mgal)                       NAVD 88
 SU0465
 SU0465  VERT ORDER  -  SECOND    CLASS 0
 SU0465
 SU0465.The horizontal coordinates were scaled from a topographic map and have
 SU0465.an estimated accuracy of +/- 6 seconds.
 SU0465
 SU0465.The orthometric height was determined by differential leveling
 SU0465.and adjusted by the National Geodetic Survey in June 1991..
 SU0465
 SU0465.The geoid height was determined by GEOID03.
 SU0465
 SU0465.The dynamic height is computed by dividing the NAVD 88
 SU0465.geopotential number by the normal gravity value computed on the
 SU0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0465.degrees latitude (g = 980.6199 gals.).
 SU0465
 SU0465.The modeled gravity was interpolated from observed gravity values.
 SU0465
 SU0465;                    North         East    Units  Estimated Accuracy
 SU0465;SPC MT       -   367,790.      137,710.      MT  (+/- 180 meters Scaled)
 SU0465
 SU0465                          SUPERSEDED SURVEY CONTROL
 SU0465
 SU0465  NGVD 29 (??/??/92) 1261.730  (m)         4139.53   (f) ADJ UNCH    2 0
 SU0465
 SU0465.Superseded values are not recommended for survey control.
 SU0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0465.See file dsdata.txt to determine how the superseded data were derived.
 SU0465
 SU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN031501(NAD 83)
 SU0465_MARKER: DD = SURVEY DISK
 SU0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0465_SP_SET: CONCRETE BASE
 SU0465_STAMPING: 4142 1911 6
 SU0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0465
 SU0465  HISTORY     - Date     Condition        Report By
 SU0465  HISTORY     - 1911     MONUMENTED       USGS
 SU0465  HISTORY     - 1935     GOOD             NGS
 SU0465
 SU0465                          STATION DESCRIPTION
 SU0465
 SU0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SU0465'2.6 MI S FROM TAFT.
 SU0465'2.6 MILES SOUTH ALONG THE RAINY CREEK ROAD FROM THE NORTHERN PACIFIC
 SU0465'RAILWAY STATION SIGN AT TAFT, MINERAL COUNTY, AT EAST PORTAL, 10.8
 SU0465'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHICAGO, MILWAUKEE, ST.
 SU0465'PAUL AND PACIFIC RAILROAD STATION, 87.6 FEET NORTHWEST OF THE
 SU0465'NORTHWEST CORNER OF THE WEST WING OF A POWER PLANT, 8.6 FEET WEST OF
 SU0465'THE CENTER LINE OF THE TRACK, AND IN THE TOP OF THE CONCRETE BASE OF A
 SU0465'STAFF CRANE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 SU0465'4142 1911 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0351 ***********************************************************************
 SU0351  DESIGNATION -  6 D 27
 SU0351  PID         -  SU0351
 SU0351  STATE/COUNTY-  MT/SANDERS
 SU0351  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0351
 SU0351                         *CURRENT SURVEY CONTROL
 SU0351  ___________________________________________________________________
 SU0351* NAD 83(1986)-  47 36 19.     (N)    115 22 17.     (W)     SCALED    
 SU0351* NAVD 88     -       741.383  (meters)    2432.35   (feet)  ADJUSTED  
 SU0351  ___________________________________________________________________
 SU0351  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 SU0351  DYNAMIC HT  -         741.356 (meters)    2432.27  (feet)  COMP
 SU0351  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 SU0351
 SU0351  VERT ORDER  -  FIRST     CLASS II
 SU0351
 SU0351.The horizontal coordinates were scaled from a topographic map and have
 SU0351.an estimated accuracy of +/- 6 seconds.
 SU0351
 SU0351.The orthometric height was determined by differential leveling
 SU0351.and adjusted by the National Geodetic Survey in June 1991..
 SU0351
 SU0351.The geoid height was determined by GEOID03.
 SU0351
 SU0351.The dynamic height is computed by dividing the NAVD 88
 SU0351.geopotential number by the normal gravity value computed on the
 SU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0351.degrees latitude (g = 980.6199 gals.).
 SU0351
 SU0351.The modeled gravity was interpolated from observed gravity values.
 SU0351
 SU0351;                    North         East    Units  Estimated Accuracy
 SU0351;SPC MT       -   389,360.      159,170.      MT  (+/- 180 meters Scaled)
 SU0351
 SU0351                          SUPERSEDED SURVEY CONTROL
 SU0351
 SU0351  NGVD 29 (??/??/92)  740.226  (m)         2428.56   (f) ADJ UNCH    1 2
 SU0351
 SU0351.Superseded values are not recommended for survey control.
 SU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0351.See file dsdata.txt to determine how the superseded data were derived.
 SU0351
 SU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN224737(NAD 83)
 SU0351_MARKER: DD = SURVEY DISK
 SU0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0351_STAMPING: 2431.48 6D.27 29
 SU0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0351+STABILITY: SURFACE MOTION
 SU0351
 SU0351  HISTORY     - Date     Condition        Report By
 SU0351  HISTORY     - UNK      MONUMENTED       BPR
 SU0351  HISTORY     - 1944     GOOD             NGS
 SU0351
 SU0351                          STATION DESCRIPTION
 SU0351
 SU0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0351'1.4 MI NW FROM THOMPSON FALLS.
 SU0351'ALONG THE NORTHERN PACIFIC RAILWAY, 1.4 MILES NORTHWEST OF THE STATION
 SU0351'AT THOMPSON FALLS, 170.0 FEET SOUTH OF AND ACROSS THE RAILWAY FROM
 SU0351'BENCH MARK C 472, 371.0 FEET NORTHWEST OF WHITE POST MARKING HIGHWAY
 SU0351'SURVEY STATION 610, 150.0 FEET NORTHWEST OF THE JUNCTION OF U. S.
 SU0351'HIGHWAY 10A AND DIRT ROAD LEADING SOUTHWEST, ABOUT 100.0 FEET
 SU0351'SOUTHEAST OF THE SOUTHEAST END OF HIGHWAY CUT AND CURVE, 75.3 FEET
 SU0351'SOUTHWEST OF THE SOUTHWEST RAIL, 31.0 FEET NORTHEAST OF THE
 SU0351'CENTER-LINE OF HIGHWAY, 2.0 FEET NORTHEAST OF HIGHWAY RIGHT-OF-WAY
 SU0351'FENCE LINE, SET IN TOP OF CONCRETE POST PROJECTING 1.0 INCH ABOVE THE
 SU0351'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0350 ***********************************************************************
 SU0350  DESIGNATION -  6 D 28
 SU0350  PID         -  SU0350
 SU0350  STATE/COUNTY-  MT/SANDERS
 SU0350  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0350
 SU0350                         *CURRENT SURVEY CONTROL
 SU0350  ___________________________________________________________________
 SU0350* NAD 83(1986)-  47 36 20.     (N)    115 22 19.     (W)     SCALED    
 SU0350* NAVD 88     -       743.053  (meters)    2437.83   (feet)  ADJUSTED  
 SU0350  ___________________________________________________________________
 SU0350  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 SU0350  DYNAMIC HT  -         743.026 (meters)    2437.74  (feet)  COMP
 SU0350  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 SU0350
 SU0350  VERT ORDER  -  FIRST     CLASS II
 SU0350
 SU0350.The horizontal coordinates were scaled from a topographic map and have
 SU0350.an estimated accuracy of +/- 6 seconds.
 SU0350
 SU0350.The orthometric height was determined by differential leveling
 SU0350.and adjusted by the National Geodetic Survey in June 1991..
 SU0350
 SU0350.The geoid height was determined by GEOID03.
 SU0350
 SU0350.The dynamic height is computed by dividing the NAVD 88
 SU0350.geopotential number by the normal gravity value computed on the
 SU0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0350.degrees latitude (g = 980.6199 gals.).
 SU0350
 SU0350.The modeled gravity was interpolated from observed gravity values.
 SU0350
 SU0350;                    North         East    Units  Estimated Accuracy
 SU0350;SPC MT       -   389,400.      159,130.      MT  (+/- 180 meters Scaled)
 SU0350
 SU0350                          SUPERSEDED SURVEY CONTROL
 SU0350
 SU0350  NGVD 29 (??/??/92)  741.896  (m)         2434.04   (f) ADJ UNCH    1 2
 SU0350
 SU0350.Superseded values are not recommended for survey control.
 SU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0350.See file dsdata.txt to determine how the superseded data were derived.
 SU0350
 SU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN223737(NAD 83)
 SU0350_MARKER: DD = SURVEY DISK
 SU0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0350_STAMPING: 2436.93 6.D.28 29
 SU0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0350+STABILITY: SURFACE MOTION
 SU0350
 SU0350  HISTORY     - Date     Condition        Report By
 SU0350  HISTORY     - UNK      MONUMENTED       BPR
 SU0350  HISTORY     - 1944     GOOD             NGS
 SU0350  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0350
 SU0350                          STATION DESCRIPTION
 SU0350
 SU0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0350'1.35 MI NW FROM THOMPSON FALLS.
 SU0350'ALONG THE NORTHERN PACIFIC RAILWAY, 1.35 MILES NORTHWEST OF THE
 SU0350'STATION AT THOMPSON FALLS, 70.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 SU0350'30.0 FEET NORTHEAST OF THE CENTER-LINE OF U. S. HIGHWAY 10A, 38.4 FEET
 SU0350'SOUTHEAST OF WHITE POST MARKING HIGHWAY SURVEY STATION 610, 37.0 FEET
 SU0350'NORTHWEST OF REA CO-OP POWER POLE NO. C 16, 2.7 FEET NORTHEAST OF
 SU0350'RIGHT-OF-WAY FENCE LINE, SET IN TOP OF CIRCULAR CONCRETE POST
 SU0350'PROJECTING 6.0 INCHES ABOVE THE GROUND..
 SU0350
 SU0350                          STATION RECOVERY (1980)
 SU0350
 SU0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0350'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-AREA
 SU0350'ALONG THE RAILWAY HAS BEEN GRADED, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0349 ***********************************************************************
 SU0349  DESIGNATION -  6 D 29
 SU0349  PID         -  SU0349
 SU0349  STATE/COUNTY-  MT/SANDERS
 SU0349  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0349
 SU0349                         *CURRENT SURVEY CONTROL
 SU0349  ___________________________________________________________________
 SU0349* NAD 83(1986)-  47 36 20.     (N)    115 22 19.     (W)     SCALED    
 SU0349* NAVD 88     -       744.899  (meters)    2443.89   (feet)  ADJUSTED  
 SU0349  ___________________________________________________________________
 SU0349  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 SU0349  DYNAMIC HT  -         744.872 (meters)    2443.80  (feet)  COMP
 SU0349  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 SU0349
 SU0349  VERT ORDER  -  FIRST     CLASS II
 SU0349
 SU0349.The horizontal coordinates were scaled from a topographic map and have
 SU0349.an estimated accuracy of +/- 6 seconds.
 SU0349
 SU0349.The orthometric height was determined by differential leveling
 SU0349.and adjusted by the National Geodetic Survey in June 1991..
 SU0349
 SU0349.The geoid height was determined by GEOID03.
 SU0349
 SU0349.The dynamic height is computed by dividing the NAVD 88
 SU0349.geopotential number by the normal gravity value computed on the
 SU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0349.degrees latitude (g = 980.6199 gals.).
 SU0349
 SU0349.The modeled gravity was interpolated from observed gravity values.
 SU0349
 SU0349;                    North         East    Units  Estimated Accuracy
 SU0349;SPC MT       -   389,400.      159,130.      MT  (+/- 180 meters Scaled)
 SU0349
 SU0349                          SUPERSEDED SURVEY CONTROL
 SU0349
 SU0349  NGVD 29 (??/??/92)  743.742  (m)         2440.09   (f) ADJ UNCH    1 2
 SU0349
 SU0349.Superseded values are not recommended for survey control.
 SU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0349.See file dsdata.txt to determine how the superseded data were derived.
 SU0349
 SU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN223737(NAD 83)
 SU0349_MARKER: DD = SURVEY DISK
 SU0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0349_STAMPING: 2442.99 6 D.29 29
 SU0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0349+STABILITY: SURFACE MOTION
 SU0349
 SU0349  HISTORY     - Date     Condition        Report By
 SU0349  HISTORY     - UNK      MONUMENTED       BPR
 SU0349  HISTORY     - 1944     GOOD             NGS
 SU0349  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0349
 SU0349                          STATION DESCRIPTION
 SU0349
 SU0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0349'1.3 MI NW FROM THOMPSON FALLS.
 SU0349'ALONG THE NORTHERN PACIFIC RAILWAY, 1.3 MILES NORTHWEST OF THE STATION
 SU0349'AT THOMPSON FALLS, ON THE OPPOSITE SIDE OF U. S. HIGHWAY 10A FROM 10
 SU0349'FOOT ROCK HIGHWAY CUT, 310.0 FEET SOUTHEAST OF WHITE POST MARKING
 SU0349'HIGHWAY SURVEY STATION NO. 610, 87.8 FEET SOUTHWEST OF THE SOUTHWEST
 SU0349'RAIL, 78.8 FEET SOUTHWEST OF THE SOUTHWEST FACE OF CONCRETE BASE FOR
 SU0349'SEMAPHORE SIGNAL NO. 32.8, 29.0 FEET NORTHEAST OF CENTER-LINE OF
 SU0349'HIGHWAY, 0.5 FOOT SOUTHWEST OF RIGHT-OF-WAY FENCE LINE, SET IN TOP OF
 SU0349'CIRCULAR CONCRETE POST PROJECTING 6.0 INCHES ABOVE THE GROUND.
 SU0349
 SU0349                          STATION RECOVERY (1980)
 SU0349
 SU0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0349'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-NEW
 SU0349'HIGHWAY CONSTRUCTION IN THIS AREA, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0348 ***********************************************************************
 SU0348  DESIGNATION -  6 D 30
 SU0348  PID         -  SU0348
 SU0348  STATE/COUNTY-  MT/SANDERS
 SU0348  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0348
 SU0348                         *CURRENT SURVEY CONTROL
 SU0348  ___________________________________________________________________
 SU0348* NAD 83(1986)-  47 36 11.     (N)    115 21 56.     (W)     SCALED    
 SU0348* NAVD 88     -       745.649  (meters)    2446.35   (feet)  ADJUSTED  
 SU0348  ___________________________________________________________________
 SU0348  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 SU0348  DYNAMIC HT  -         745.623 (meters)    2446.26  (feet)  COMP
 SU0348  MODELED GRAV-     980,553.6   (mgal)                       NAVD 88
 SU0348
 SU0348  VERT ORDER  -  FIRST     CLASS II
 SU0348
 SU0348.The horizontal coordinates were scaled from a topographic map and have
 SU0348.an estimated accuracy of +/- 6 seconds.
 SU0348
 SU0348.The orthometric height was determined by differential leveling
 SU0348.and adjusted by the National Geodetic Survey in June 1991..
 SU0348
 SU0348.The geoid height was determined by GEOID03.
 SU0348
 SU0348.The dynamic height is computed by dividing the NAVD 88
 SU0348.geopotential number by the normal gravity value computed on the
 SU0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0348.degrees latitude (g = 980.6199 gals.).
 SU0348
 SU0348.The modeled gravity was interpolated from observed gravity values.
 SU0348
 SU0348;                    North         East    Units  Estimated Accuracy
 SU0348;SPC MT       -   389,080.      159,590.      MT  (+/- 180 meters Scaled)
 SU0348
 SU0348                          SUPERSEDED SURVEY CONTROL
 SU0348
 SU0348  NGVD 29 (??/??/92)  744.493  (m)         2442.56   (f) ADJ UNCH    1 2
 SU0348
 SU0348.Superseded values are not recommended for survey control.
 SU0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0348.See file dsdata.txt to determine how the superseded data were derived.
 SU0348
 SU0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN228734(NAD 83)
 SU0348_MARKER: DD = SURVEY DISK
 SU0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0348_STAMPING: 2445.43 6D.30 29
 SU0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0348+STABILITY: SURFACE MOTION
 SU0348
 SU0348  HISTORY     - Date     Condition        Report By
 SU0348  HISTORY     - UNK      MONUMENTED       BPR
 SU0348  HISTORY     - 1944     GOOD             NGS
 SU0348  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0348
 SU0348                          STATION DESCRIPTION
 SU0348
 SU0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0348'1.0 MI NW FROM THOMPSON FALLS.
 SU0348'ALONG THE NORTHERN PACIFIC RAILWAY, 1.0 MILES NORTHWEST OF THE STATION
 SU0348'AT THOMPSON FALLS, DIRECTLY ACROSS U. S. HIGHWAY 10A FROM WHITE POST
 SU0348'MARKING HIGHWAY SURVEY STATION 630, ABOUT 400.0 FEET NORTHWEST OF
 SU0348'CENTER OF CURVE IN HIGHWAY AND POINT WHERE HIGHWAY COMES CLOSEST TO
 SU0348'THE RAILWAY, 68.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 SU0348'TRACK, 31.5 FEET NORTHEAST OF THE CENTER-LINE OF THE HIGHWAY, 5.5 FEET
 SU0348'NORTHEAST OF RIGHT-OF-WAY FENCE LINE, ABOUT 5.0 FEET BELOW THE LEVEL
 SU0348'OF THE HIGHWAY, SET IN TOP OF CIRCULAR CONCRETE POST PROJECTING 2.0
 SU0348'INCHES ABOVE THE GROUND.
 SU0348
 SU0348                          STATION RECOVERY (1980)
 SU0348
 SU0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0348'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-AREA
 SU0348'HAS CHANGED, OLD DESCRIPTION TOO VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0347 ***********************************************************************
 SU0347  DESIGNATION -  6 D 31
 SU0347  PID         -  SU0347
 SU0347  STATE/COUNTY-  MT/SANDERS
 SU0347  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0347
 SU0347                         *CURRENT SURVEY CONTROL
 SU0347  ___________________________________________________________________
 SU0347* NAD 83(1986)-  47 36 02.     (N)    115 21 40.     (W)     SCALED    
 SU0347* NAVD 88     -       744.203  (meters)    2441.61   (feet)  ADJUSTED  
 SU0347  ___________________________________________________________________
 SU0347  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 SU0347  DYNAMIC HT  -         744.177 (meters)    2441.52  (feet)  COMP
 SU0347  MODELED GRAV-     980,554.0   (mgal)                       NAVD 88
 SU0347
 SU0347  VERT ORDER  -  FIRST     CLASS II
 SU0347
 SU0347.The horizontal coordinates were scaled from a topographic map and have
 SU0347.an estimated accuracy of +/- 6 seconds.
 SU0347
 SU0347.The orthometric height was determined by differential leveling
 SU0347.and adjusted by the National Geodetic Survey in June 1991..
 SU0347
 SU0347.The geoid height was determined by GEOID03.
 SU0347
 SU0347.The dynamic height is computed by dividing the NAVD 88
 SU0347.geopotential number by the normal gravity value computed on the
 SU0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0347.degrees latitude (g = 980.6199 gals.).
 SU0347
 SU0347.The modeled gravity was interpolated from observed gravity values.
 SU0347
 SU0347;                    North         East    Units  Estimated Accuracy
 SU0347;SPC MT       -   388,780.      159,900.      MT  (+/- 180 meters Scaled)
 SU0347
 SU0347                          SUPERSEDED SURVEY CONTROL
 SU0347
 SU0347  NGVD 29 (??/??/92)  743.048  (m)         2437.82   (f) ADJ UNCH    1 2
 SU0347
 SU0347.Superseded values are not recommended for survey control.
 SU0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0347.See file dsdata.txt to determine how the superseded data were derived.
 SU0347
 SU0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN231732(NAD 83)
 SU0347_MARKER: DD = SURVEY DISK
 SU0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0347_STAMPING: 2440.68 6.D.31 29
 SU0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0347+STABILITY: SURFACE MOTION
 SU0347
 SU0347  HISTORY     - Date     Condition        Report By
 SU0347  HISTORY     - UNK      MONUMENTED       BPR
 SU0347  HISTORY     - 1944     GOOD             NGS
 SU0347  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0347
 SU0347                          STATION DESCRIPTION
 SU0347
 SU0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0347'0.7 MI NW FROM THOMPSON FALLS.
 SU0347'ALONG THE NORTHERN PACIFIC RAILWAY, 0.7 MILES NORTHWEST OF THE STATION
 SU0347'AT THOMPSON FALLS, 0.1 MILE NORTHWEST OF BENCH MARK D 472, 138.2 FEET
 SU0347'SOUTHWEST OF THE SOUTHWEST RAIL, 120.0 FEET SOUTHEAST OF POINT WHERE
 SU0347'U. S. HIGHWAY 10A CROSSES AN OLD ABANDONED FILL FOR RAILWAY SIDING,
 SU0347'30.5 FEET NORTHEAST OF THE CENTER-LINE OF HIGHWAY, SET IN TOP OF
 SU0347'CIRCULAR CONCRETE POST PROJECTING 5.0 INCHES ABOVE THE GROUND.
 SU0347
 SU0347                          STATION RECOVERY (1980)
 SU0347
 SU0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0347'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE AREA
 SU0347'HAS UNDERGONE MAJOR CHANGES, OLD DESCRIPTION TOO VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0396 ***********************************************************************
 QV0396  DESIGNATION -  6 JLP
 QV0396  PID         -  QV0396
 QV0396  STATE/COUNTY-  MT/POWDER RIVER
 QV0396  USGS QUAD   -  REANUS CONE (1995)
 QV0396
 QV0396                         *CURRENT SURVEY CONTROL
 QV0396  ___________________________________________________________________
 QV0396* NAD 83(1986)-  45 14 16.     (N)    106 00 31.     (W)     SCALED    
 QV0396* NAVD 88     -      1160.092  (meters)    3806.07   (feet)  ADJUSTED  
 QV0396  ___________________________________________________________________
 QV0396  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 QV0396  DYNAMIC HT  -        1159.765 (meters)    3805.00  (feet)  COMP
 QV0396  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 QV0396
 QV0396  VERT ORDER  -  THIRD
 QV0396
 QV0396.The horizontal coordinates were scaled from a topographic map and have
 QV0396.an estimated accuracy of +/- 6 seconds.
 QV0396
 QV0396.The orthometric height was determined by differential leveling
 QV0396.and adjusted by the National Geodetic Survey in June 1991..
 QV0396
 QV0396.The geoid height was determined by GEOID03.
 QV0396
 QV0396.The dynamic height is computed by dividing the NAVD 88
 QV0396.geopotential number by the normal gravity value computed on the
 QV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0396.degrees latitude (g = 980.6199 gals.).
 QV0396
 QV0396.The modeled gravity was interpolated from observed gravity values.
 QV0396
 QV0396;                    North         East    Units  Estimated Accuracy
 QV0396;SPC MT       -   115,900.      874,020.      MT  (+/- 180 meters Scaled)
 QV0396
 QV0396                          SUPERSEDED SURVEY CONTROL
 QV0396
 QV0396.No superseded survey control is available for this station.
 QV0396
 QV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL208098(NAD 83)
 QV0396_MARKER: DB = BENCH MARK DISK
 QV0396_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0396_SP_SET: PREFAB CONC. POST IN EARTH
 QV0396_STAMPING: 6 JLP 1966
 QV0396_MARK LOGO: USGS  
 QV0396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0396+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0396
 QV0396  HISTORY     - Date     Condition        Report By
 QV0396  HISTORY     - 1966     MONUMENTED       USGS
 QV0396
 QV0396                          STATION DESCRIPTION
 QV0396
 QV0396'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0396'FROM BIRNEY, MONTANA, PROCEED 30.3 MILES SOUTH AND EAST ALONG A ROAD,
 QV0396'9.9 MILES SOUTH AND EAST FROM HOWE RANGER STATION, 1.0 MILE NORTH AND
 QV0396'1.0 MILE WEST OF SAYLE, AT THE NORTH EDGE OF SECTION 17/TOWNSHIP 7
 QV0396'SOUTH/RANGE 47 EAST, 55 FEET NORTHEAST AND 5 FEET HIGHER THAN THE
 QV0396'ROAD AT A CATTLEGUARD, 2 FEET NORTHWEST OF A FENCE LINE, PROJECTING
 QV0396'0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0632 ***********************************************************************
 RU0632  DESIGNATION -  6 JRP
 RU0632  PID         -  RU0632
 RU0632  STATE/COUNTY-  MT/ROSEBUD
 RU0632  USGS QUAD   -  INDIAN CREEK (1971)
 RU0632
 RU0632                         *CURRENT SURVEY CONTROL
 RU0632  ___________________________________________________________________
 RU0632* NAD 83(1986)-  46 10 51.     (N)    106 17 56.     (W)     SCALED    
 RU0632* NAVD 88     -       826.340  (meters)    2711.08   (feet)  ADJUSTED  
 RU0632  ___________________________________________________________________
 RU0632  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RU0632  DYNAMIC HT  -         826.240 (meters)    2710.76  (feet)  COMP
 RU0632  MODELED GRAV-     980,467.2   (mgal)                       NAVD 88
 RU0632
 RU0632  VERT ORDER  -  THIRD
 RU0632
 RU0632.The horizontal coordinates were scaled from a topographic map and have
 RU0632.an estimated accuracy of +/- 6 seconds.
 RU0632
 RU0632.The orthometric height was determined by differential leveling
 RU0632.and adjusted by the National Geodetic Survey in June 1991..
 RU0632
 RU0632.The geoid height was determined by GEOID03.
 RU0632
 RU0632.The dynamic height is computed by dividing the NAVD 88
 RU0632.geopotential number by the normal gravity value computed on the
 RU0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0632.degrees latitude (g = 980.6199 gals.).
 RU0632
 RU0632.The modeled gravity was interpolated from observed gravity values.
 RU0632
 RU0632;                    North         East    Units  Estimated Accuracy
 RU0632;SPC MT       -   219,620.      846,970.      MT  (+/- 180 meters Scaled)
 RU0632
 RU0632                          SUPERSEDED SURVEY CONTROL
 RU0632
 RU0632  NGVD 29 (??/??/92)  825.70   (m)         2709.0    (f) COMPUTED    3 0
 RU0632
 RU0632.Superseded values are not recommended for survey control.
 RU0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0632.See file dsdata.txt to determine how the superseded data were derived.
 RU0632
 RU0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM997149(NAD 83)
 RU0632_MARKER: DB = BENCH MARK DISK
 RU0632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0632_SP_SET: COPPER-CLAD STEEL ROD
 RU0632_STAMPING: 6 JRP 1969
 RU0632_MARK LOGO: USGS  
 RU0632_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0632+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0632
 RU0632  HISTORY     - Date     Condition        Report By
 RU0632  HISTORY     - 1969     MONUMENTED       USGS
 RU0632
 RU0632                          STATION DESCRIPTION
 RU0632
 RU0632'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0632'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0632'AND 12, THENCE 7.9 MILES SOUTHEAST ALONG SWEENEY CREEK ROAD, 90 FEET
 RU0632'EAST OF AND 4.5 FEET LOWER THAN THE CENTER OF THE CATTLEGUARD, 5 FEET
 RU0632'NORTHWEST OF A T-FENCE CORNER, 2.5 FEET SOUTH OF AN IRON WITNESS
 RU0632'POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
 RU0632'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0691 ***********************************************************************
 QW0691  DESIGNATION -  6 JRP
 QW0691  PID         -  QW0691
 QW0691  STATE/COUNTY-  MT/CARBON
 QW0691  USGS QUAD   -  PRYOR NW (1967)
 QW0691
 QW0691                         *CURRENT SURVEY CONTROL
 QW0691  ___________________________________________________________________
 QW0691* NAD 83(1986)-  45 26 22.     (N)    108 41 24.     (W)     SCALED    
 QW0691* NAVD 88     -      1412.704  (meters)    4634.85   (feet)  POSTED    
 QW0691  ___________________________________________________________________
 QW0691  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 QW0691  DYNAMIC HT  -        1412.290 (meters)    4633.49  (feet)  COMP
 QW0691  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 QW0691
 QW0691  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0691
 QW0691.The horizontal coordinates were scaled from a topographic map and have
 QW0691.an estimated accuracy of +/- 6 seconds.
 QW0691
 QW0691.The orthometric height was determined by differential leveling
 QW0691.and adjusted by the National Geodetic Survey in 1992..
 QW0691.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0691.rate of 0.0 thru 1.0 mm/km.
 QW0691
 QW0691.The geoid height was determined by GEOID03.
 QW0691
 QW0691.The dynamic height is computed by dividing the NAVD 88
 QW0691.geopotential number by the normal gravity value computed on the
 QW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0691.degrees latitude (g = 980.6199 gals.).
 QW0691
 QW0691.The modeled gravity was interpolated from observed gravity values.
 QW0691
 QW0691;                    North         East    Units  Estimated Accuracy
 QW0691;SPC MT       -   132,520.      663,360.      MT  (+/- 180 meters Scaled)
 QW0691
 QW0691                          SUPERSEDED SURVEY CONTROL
 QW0691
 QW0691.No superseded survey control is available for this station.
 QW0691
 QW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR806343(NAD 83)
 QW0691_MARKER: DB = BENCH MARK DISK
 QW0691_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0691_SP_SET: PREFAB CONC. POST IN EARTH
 QW0691_STAMPING: 6 JRP 1967
 QW0691_MARK LOGO: USGS  
 QW0691_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0691+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0691
 QW0691  HISTORY     - Date     Condition        Report By
 QW0691  HISTORY     - 1967     MONUMENTED       USGS
 QW0691
 QW0691                          STATION DESCRIPTION
 QW0691
 QW0691'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0691'FROM EDGAR, MONTANA POST OFFICE, PROCEED 9.0 MILES EAST ALONG PRYOR
 QW0691'ROAD, 0.5 MILES NORTH OF A WHITE GRAIN ELEVATOR, 117 FEET WEST OF A
 QW0691'ROAD JUNCTION, 58 FEET NORTHWEST OF THE ROAD, 1 FOOT SOUTHEAST OF A
 QW0691'WOODEN RIGHT-OF-WAY FENCE, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0344 ***********************************************************************
 QU0344  DESIGNATION -  6 RCN
 QU0344  PID         -  QU0344
 QU0344  STATE/COUNTY-  MT/CARTER
 QU0344  USGS QUAD   -  STAGVILLE DRAW (1993)
 QU0344
 QU0344                         *CURRENT SURVEY CONTROL
 QU0344  ___________________________________________________________________
 QU0344* NAD 83(1986)-  45 45 20.     (N)    104 36 38.     (W)     SCALED    
 QU0344* NAVD 88     -      1020.935  (meters)    3349.52   (feet)  ADJUSTED  
 QU0344  ___________________________________________________________________
 QU0344  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 QU0344  DYNAMIC HT  -        1020.726 (meters)    3348.83  (feet)  COMP
 QU0344  MODELED GRAV-     980,376.5   (mgal)                       NAVD 88
 QU0344
 QU0344  VERT ORDER  -  THIRD
 QU0344
 QU0344.The horizontal coordinates were scaled from a topographic map and have
 QU0344.an estimated accuracy of +/- 6 seconds.
 QU0344
 QU0344.The orthometric height was determined by differential leveling
 QU0344.and adjusted by the National Geodetic Survey in June 1991..
 QU0344
 QU0344.The geoid height was determined by GEOID03.
 QU0344
 QU0344.The dynamic height is computed by dividing the NAVD 88
 QU0344.geopotential number by the normal gravity value computed on the
 QU0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0344.degrees latitude (g = 980.6199 gals.).
 QU0344
 QU0344.The modeled gravity was interpolated from observed gravity values.
 QU0344
 QU0344;                    North         East    Units  Estimated Accuracy
 QU0344;SPC MT       -   179,190.      980,030.      MT  (+/- 180 meters Scaled)
 QU0344
 QU0344                          SUPERSEDED SURVEY CONTROL
 QU0344
 QU0344.No superseded survey control is available for this station.
 QU0344
 QU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL302669(NAD 83)
 QU0344_MARKER: DB = BENCH MARK DISK
 QU0344_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0344_SP_SET: COPPER-CLAD STEEL ROD
 QU0344_STAMPING: 6 RCN 1973 3347
 QU0344_MARK LOGO: USGS  
 QU0344_PROJECTION: FLUSH
 QU0344_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0344+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0344_ROD/PIPE-DEPTH: 8    meters
 QU0344
 QU0344  HISTORY     - Date     Condition        Report By
 QU0344  HISTORY     - 1973     MONUMENTED       USGS
 QU0344
 QU0344                          STATION DESCRIPTION
 QU0344
 QU0344'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0344'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 12.5 MILES SOUTH ALONG
 QU0344'CHALK BUTTES ROAD, 62 FEET WEST OF THE ROAD, 1.5 FEET SOUTH, 9 FEET
 QU0344'WEST OF THE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0510 ***********************************************************************
 RU0510  DESIGNATION -  6 RDS
 RU0510  PID         -  RU0510
 RU0510  STATE/COUNTY-  MT/ROSEBUD
 RU0510  USGS QUAD   -  MELSTONE NE (1980)
 RU0510
 RU0510                         *CURRENT SURVEY CONTROL
 RU0510  ___________________________________________________________________
 RU0510* NAD 83(1986)-  46 42 10.     (N)    107 45 48.     (W)     SCALED    
 RU0510* NAVD 88     -       912.519  (meters)    2993.82   (feet)  ADJUSTED  
 RU0510  ___________________________________________________________________
 RU0510  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 RU0510  DYNAMIC HT  -         912.447 (meters)    2993.59  (feet)  COMP
 RU0510  MODELED GRAV-     980,504.0   (mgal)                       NAVD 88
 RU0510
 RU0510  VERT ORDER  -  SECOND    CLASS 0
 RU0510
 RU0510.The horizontal coordinates were scaled from a topographic map and have
 RU0510.an estimated accuracy of +/- 6 seconds.
 RU0510
 RU0510.The orthometric height was determined by differential leveling
 RU0510.and adjusted by the National Geodetic Survey in June 1991..
 RU0510
 RU0510.The geoid height was determined by GEOID03.
 RU0510
 RU0510.The dynamic height is computed by dividing the NAVD 88
 RU0510.geopotential number by the normal gravity value computed on the
 RU0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0510.degrees latitude (g = 980.6199 gals.).
 RU0510
 RU0510.The modeled gravity was interpolated from observed gravity values.
 RU0510
 RU0510;                    North         East    Units  Estimated Accuracy
 RU0510;SPC MT       -   274,030.      732,730.      MT  (+/- 180 meters Scaled)
 RU0510
 RU0510                          SUPERSEDED SURVEY CONTROL
 RU0510
 RU0510  NGVD 29 (??/??/92)  911.88   (m)         2991.7    (f) COMPUTED    2 0
 RU0510
 RU0510.Superseded values are not recommended for survey control.
 RU0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0510.See file dsdata.txt to determine how the superseded data were derived.
 RU0510
 RU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM887758(NAD 83)
 RU0510_MARKER: DB = BENCH MARK DISK
 RU0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0510_SP_SET: CONCRETE POST
 RU0510_STAMPING: 6 RDS 1962
 RU0510_MARK LOGO: USGS  
 RU0510_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0510+STABILITY: SURFACE MOTION
 RU0510
 RU0510  HISTORY     - Date     Condition        Report By
 RU0510  HISTORY     - 1962     MONUMENTED       USGS
 RU0510
 RU0510                          STATION DESCRIPTION
 RU0510
 RU0510'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0510'16.3 KM (10.10 MI) NE FROM MELSTONE.
 RU0510'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0510'THENCE 5.7 MILES NORTH ALONG A GRADED ROAD, NEAR THE CENTER OF
 RU0510'SECTION24, T. 11 N., R. 31 E., 0.5 MILES SOUTHEAST OF A POND, 380
 RU0510'FEET       SOUTHWEST AND 47 FEET SOUTHEAST (NORMAL TO) OF THE CENTER
 RU0510'LINE OF     ROAD AT SADDLE BETWEEN DRAINS EAST AND WEST.
 RU0510'THE MARK IS 0.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0023 ***********************************************************************
 QW0023  DESIGNATION -  6 RESET
 QW0023  PID         -  QW0023
 QW0023  STATE/COUNTY-  MT/YELLOWSTONE
 QW0023  USGS QUAD   -  HUNTLEY (1975)
 QW0023
 QW0023                         *CURRENT SURVEY CONTROL
 QW0023  ___________________________________________________________________
 QW0023* NAD 83(1986)-  45 54 24.     (N)    108 16 46.     (W)     SCALED    
 QW0023* NAVD 88     -       919.428  (meters)    3016.49   (feet)  ADJUSTED  
 QW0023  ___________________________________________________________________
 QW0023  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 QW0023  DYNAMIC HT  -         919.255 (meters)    3015.92  (feet)  COMP
 QW0023  MODELED GRAV-     980,396.6   (mgal)                       NAVD 88
 QW0023
 QW0023  VERT ORDER  -  FIRST     CLASS II
 QW0023
 QW0023.The horizontal coordinates were scaled from a topographic map and have
 QW0023.an estimated accuracy of +/- 6 seconds.
 QW0023
 QW0023.The orthometric height was determined by differential leveling
 QW0023.and adjusted by the National Geodetic Survey in June 1991..
 QW0023
 QW0023.The geoid height was determined by GEOID03.
 QW0023
 QW0023.The dynamic height is computed by dividing the NAVD 88
 QW0023.geopotential number by the normal gravity value computed on the
 QW0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0023.degrees latitude (g = 980.6199 gals.).
 QW0023
 QW0023.The modeled gravity was interpolated from observed gravity values.
 QW0023
 QW0023;                    North         East    Units  Estimated Accuracy
 QW0023;SPC MT       -   184,850.      694,660.      MT  (+/- 180 meters Scaled)
 QW0023
 QW0023                          SUPERSEDED SURVEY CONTROL
 QW0023
 QW0023  NGVD 29 (??/??/92)  918.704  (m)         3014.11   (f) ADJ UNCH    1 2
 QW0023
 QW0023.Superseded values are not recommended for survey control.
 QW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0023.See file dsdata.txt to determine how the superseded data were derived.
 QW0023
 QW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR110872(NAD 83)
 QW0023_MARKER: P = PIPE CAP
 QW0023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0023_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0023+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 QW0023
 QW0023  HISTORY     - Date     Condition        Report By
 QW0023  HISTORY     - UNK      MONUMENTED       BOR
 QW0023  HISTORY     - 1930     GOOD             NGS
 QW0023  HISTORY     - 1957     GOOD             NGS
 QW0023  HISTORY     - 20030919 GOOD             INDIV
 QW0023
 QW0023                          STATION DESCRIPTION
 QW0023
 QW0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 QW0023'1.65 MI E FROM HUNTLEY.
 QW0023'ABOUT 1.65 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QW0023'RAILROAD FROM THE STATION AT HUNTLEY, 14 POLES SOUTHWEST OF MILEPOST
 QW0023'827, AT A ROAD CROSSING, 224 FEET NORTH-NORTHWEST OF THE NEAR RAIL, 65
 QW0023'FEET NORTH-NORTHEAST OF THE NORTH CORNER OF A BRIDGE OVER THE CANAL,
 QW0023'37 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD, 6 FEET WEST OF A
 QW0023'FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 QW0023'LEVEL WITH THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE THAT
 QW0023'PROJECTS 2 INCHES.
 QW0023
 QW0023                          STATION RECOVERY (1957)
 QW0023
 QW0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QW0023'RECOVERED IN GOOD CONDITION.
 QW0023
 QW0023                          STATION RECOVERY (2003)
 QW0023
 QW0023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SB)
 QW0023'FOUND MONUMENT, GOOD CONDITION,  SOUTH OF HIGHWAY 312, EAST SIDE OF
 QW0023'HUNTLEY CEMETERY ROAD, NORTH BANK OF HUNTLEY MAIN CANAL. BURIED 0.4
 QW0023'METERS DEEP. SET DELINEATOR POST 1.0 METER N. TIES TO ADJACENT HARN
 QW0023'STATIONS, USING NAD 83(1999) PRODUCED LAT 45-54-24.337N AND
 QW0023'108-16-46.445W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0975 ***********************************************************************
 TN0975  DESIGNATION -  6 RHM
 TN0975  PID         -  TN0975
 TN0975  STATE/COUNTY-  MT/LINCOLN
 TN0975  USGS QUAD   -  GOLD HILL (1963)
 TN0975
 TN0975                         *CURRENT SURVEY CONTROL
 TN0975  ___________________________________________________________________
 TN0975* NAD 83(1986)-  48 31 37.     (N)    115 31 59.     (W)     SCALED    
 TN0975* NAVD 88     -       837.889  (meters)    2748.97   (feet)  ADJUSTED  
 TN0975  ___________________________________________________________________
 TN0975  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 TN0975  DYNAMIC HT  -         837.930 (meters)    2749.11  (feet)  COMP
 TN0975  MODELED GRAV-     980,632.7   (mgal)                       NAVD 88
 TN0975
 TN0975  VERT ORDER  -  THIRD
 TN0975
 TN0975.The horizontal coordinates were scaled from a topographic map and have
 TN0975.an estimated accuracy of +/- 6 seconds.
 TN0975
 TN0975.The orthometric height was determined by differential leveling
 TN0975.and adjusted by the National Geodetic Survey in June 1991..
 TN0975
 TN0975.The geoid height was determined by GEOID03.
 TN0975
 TN0975.The dynamic height is computed by dividing the NAVD 88
 TN0975.geopotential number by the normal gravity value computed on the
 TN0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0975.degrees latitude (g = 980.6199 gals.).
 TN0975
 TN0975.The modeled gravity was interpolated from observed gravity values.
 TN0975
 TN0975;                    North         East    Units  Estimated Accuracy
 TN0975;SPC MT       -   492,420.      154,940.      MT  (+/- 180 meters Scaled)
 TN0975
 TN0975                          SUPERSEDED SURVEY CONTROL
 TN0975
 TN0975  NGVD 29 (??/??/92)  836.66   (m)         2744.9    (f) COMPUTED    3 0
 TN0975
 TN0975.Superseded values are not recommended for survey control.
 TN0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0975.See file dsdata.txt to determine how the superseded data were derived.
 TN0975
 TN0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP083759(NAD 83)
 TN0975_MARKER: DB = BENCH MARK DISK
 TN0975_SETTING: 66 = SET IN ROCK OUTCROP
 TN0975_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0975_STAMPING: 6 RHM 1963
 TN0975_MARK LOGO: USGS  
 TN0975_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0975+STABILITY: POSITION/ELEVATION WELL
 TN0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0975+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0975
 TN0975  HISTORY     - Date     Condition        Report By
 TN0975  HISTORY     - 1963     MONUMENTED       USGS
 TN0975
 TN0975                          STATION DESCRIPTION
 TN0975
 TN0975'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0975'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0975'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 11.2
 TN0975'MILES NORTHERLY ALONG FOREST SERVICE ROAD 68 TO A Y-JUNCTION AND ROAD
 TN0975'TURN OUT, IN THE NORTHWEST 1/4 CORNER OF SECTION 23/TOWNSHIP 32
 TN0975'NORTH/RANGE 31 WEST, 6 FEET SOUTH AND 69 FEET EAST OF A Y-JUNCTION
 TN0975'SOUTHEAST, ON THE WEST BANK OF PIPE CREEK, IN THE TOP OF A LARGE ROCK
 TN0975'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1074 ***********************************************************************
 SU1074  DESIGNATION -  6 RHM
 SU1074  PID         -  SU1074
 SU1074  STATE/COUNTY-  MT/FLATHEAD
 SU1074  USGS QUAD   -  BEND (1966)
 SU1074
 SU1074                         *CURRENT SURVEY CONTROL
 SU1074  ___________________________________________________________________
 SU1074* NAD 83(1986)-  47 53 57.     (N)    115 02 38.     (W)     SCALED    
 SU1074* NAVD 88     -      1002.253  (meters)    3288.23   (feet)  ADJUSTED  
 SU1074  ___________________________________________________________________
 SU1074  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 SU1074  DYNAMIC HT  -        1002.213 (meters)    3288.09  (feet)  COMP
 SU1074  MODELED GRAV-     980,538.4   (mgal)                       NAVD 88
 SU1074
 SU1074  VERT ORDER  -  THIRD
 SU1074
 SU1074.The horizontal coordinates were scaled from a topographic map and have
 SU1074.an estimated accuracy of +/- 6 seconds.
 SU1074
 SU1074.The orthometric height was determined by differential leveling
 SU1074.and adjusted by the National Geodetic Survey in June 1991..
 SU1074
 SU1074.The geoid height was determined by GEOID03.
 SU1074
 SU1074.The dynamic height is computed by dividing the NAVD 88
 SU1074.geopotential number by the normal gravity value computed on the
 SU1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1074.degrees latitude (g = 980.6199 gals.).
 SU1074
 SU1074.The modeled gravity was interpolated from observed gravity values.
 SU1074
 SU1074;                    North         East    Units  Estimated Accuracy
 SU1074;SPC MT       -   420,150.      186,030.      MT  (+/- 180 meters Scaled)
 SU1074
 SU1074                          SUPERSEDED SURVEY CONTROL
 SU1074
 SU1074  NGVD 29 (??/??/92) 1001.07   (m)         3284.3    (f) COMPUTED    3 0
 SU1074
 SU1074.Superseded values are not recommended for survey control.
 SU1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1074.See file dsdata.txt to determine how the superseded data were derived.
 SU1074
 SU1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP461069(NAD 83)
 SU1074_MARKER: DB = BENCH MARK DISK
 SU1074_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1074_SP_SET: PREFAB CONC. POST IN EARTH
 SU1074_STAMPING: 6 RHM 1964
 SU1074_MARK LOGO: USGS  
 SU1074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1074+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1074
 SU1074  HISTORY     - Date     Condition        Report By
 SU1074  HISTORY     - 1964     MONUMENTED       USGS
 SU1074
 SU1074                          STATION DESCRIPTION
 SU1074
 SU1074'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1074'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1074'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 12.3 MILES
 SU1074'SOUTH ALONG THOMPSON RIVER ROAD TO BEND CAMPGROUND ENTRANCE, 0.2
 SU1074'MILES NORTH OF BEND GUARD STATION, 33 FEET SOUTH OF A T-ROAD AND 4.0
 SU1074'FEET EAST OF A RIGHT-OF-WAY FENCE, PROJECTING 11 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0419 ***********************************************************************
 QV0419  DESIGNATION -  6 TJO
 QV0419  PID         -  QV0419
 QV0419  STATE/COUNTY-  MT/ROSEBUD
 QV0419  USGS QUAD   -  COLSTRIP SE (1971)
 QV0419
 QV0419                         *CURRENT SURVEY CONTROL
 QV0419  ___________________________________________________________________
 QV0419* NAD 83(1992)-  45 46 26.89353(N)    106 32 37.74084(W)     ADJUSTED  
 QV0419* NAVD 88     -       927.41   (+/-2cm)    3042.7    (feet)  VERTCON   
 QV0419  ___________________________________________________________________
 QV0419  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 QV0419  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QV0419
 QV0419  HORZ ORDER  -  THIRD
 QV0419  VERT ORDER  -  THIRD ? (See Below)
 QV0419
 QV0419.The horizontal coordinates were established by classical geodetic methods
 QV0419.and adjusted by the National Geodetic Survey in July 1992..
 QV0419
 QV0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0419.The vertical order pertains to the NGVD 29 superseded value.
 QV0419
 QV0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0419
 QV0419.The geoid height was determined by GEOID03.
 QV0419
 QV0419;                    North         East     Units Scale Factor Converg.
 QV0419;SPC MT       -   173,720.794   829,784.562   MT  0.99962365   +2 09 44.9
 QV0419;SPC MT       -   569,950.11  2,722,390.30   iFT  0.99962365   +2 09 44.9
 QV0419;UTM  13      - 5,070,111.973   379,973.594   MT  0.99977711   -1 06 23.1
 QV0419
 QV0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0419!SPC MT       -   0.99985702  x   0.99962365  =   0.99948072
 QV0419!UTM  13      -   0.99985702  x   0.99977711  =   0.99963416
 QV0419
 QV0419                          SUPERSEDED SURVEY CONTROL
 QV0419
 QV0419  NAD 83(1986)-  45 46 26.88002(N)    106 32 37.72763(W) AD(       ) 3
 QV0419  NGVD 29 (02/04/91)  926.71   (m)         3040.4    (f) LEVELING    3  
 QV0419
 QV0419.Superseded values are not recommended for survey control.
 QV0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0419.See file dsdata.txt to determine how the superseded data were derived.
 QV0419
 QV0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL7997470112(NAD 83)
 QV0419_MARKER: DB = BENCH MARK DISK
 QV0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0419+STABILITY: SURFACE MOTION
 QV0419
 QV0419  HISTORY     - Date     Condition        Report By
 QV0419  HISTORY     - 1957     MONUMENTED       USGS
 QV0419
 QV0419                          STATION DESCRIPTION
 QV0419
 QV0419'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0419'COLSTRIP, 9.9 MI. GENERALLY S. OF ALONG COUNTY RD. TO T-RD., THENCE
 QV0419'1.5 MI. NE. ALONG COUNTY RD. TO INTERSECTION WITH A RANCH RD. SE.,
 QV0419'0.4 MI. S. OF LEE CEMETERY, AT A FENCE CORNER 47 FT. W. OF RANCH RD.,
 QV0419'290 FT. S. AND 10.5 FT. HIGHER THAN INTERSECTION.
 QV0419'
 QV0419'STATION MARK--STANDARD BENCH MARK TABLET, STAMPED---6 TJO 1957---
 QV0419'IN CONCRETE POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0695 ***********************************************************************
 TL0695  DESIGNATION -  6 WCA
 TL0695  PID         -  TL0695
 TL0695  STATE/COUNTY-  MT/LIBERTY
 TL0695  USGS QUAD   -  CHESTER NE (1963)
 TL0695
 TL0695                         *CURRENT SURVEY CONTROL
 TL0695  ___________________________________________________________________
 TL0695* NAD 83(1986)-  48 41 50.     (N)    110 46 15.     (W)     SCALED    
 TL0695* NAVD 88     -       990.579  (meters)    3249.92   (feet)  ADJUSTED  
 TL0695  ___________________________________________________________________
 TL0695  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 TL0695  DYNAMIC HT  -         990.675 (meters)    3250.24  (feet)  COMP
 TL0695  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 TL0695
 TL0695  VERT ORDER  -  THIRD
 TL0695
 TL0695.The horizontal coordinates were scaled from a topographic map and have
 TL0695.an estimated accuracy of +/- 6 seconds.
 TL0695
 TL0695.The orthometric height was determined by differential leveling
 TL0695.and adjusted by the National Geodetic Survey in June 1991..
 TL0695
 TL0695.The geoid height was determined by GEOID03.
 TL0695
 TL0695.The dynamic height is computed by dividing the NAVD 88
 TL0695.geopotential number by the normal gravity value computed on the
 TL0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0695.degrees latitude (g = 980.6199 gals.).
 TL0695
 TL0695.The modeled gravity was interpolated from observed gravity values.
 TL0695
 TL0695;                    North         East    Units  Estimated Accuracy
 TL0695;SPC MT       -   494,960.      506,470.      MT  (+/- 180 meters Scaled)
 TL0695
 TL0695                          SUPERSEDED SURVEY CONTROL
 TL0695
 TL0695  NGVD 29 (??/??/92)  989.73   (m)         3247.1    (f) COMPUTED    3 0
 TL0695
 TL0695.Superseded values are not recommended for survey control.
 TL0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0695.See file dsdata.txt to determine how the superseded data were derived.
 TL0695
 TL0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU168938(NAD 83)
 TL0695_MARKER: DB = BENCH MARK DISK
 TL0695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0695_SP_SET: PREFAB CONC. POST IN EARTH
 TL0695_STAMPING: 6 WCA 1963 3247
 TL0695_MARK LOGO: USGS  
 TL0695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0695+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0695
 TL0695  HISTORY     - Date     Condition        Report By
 TL0695  HISTORY     - 1963     MONUMENTED       USGS
 TL0695
 TL0695                          STATION DESCRIPTION
 TL0695
 TL0695'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0695'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 9.6 MILES NORTH
 TL0695'ALONG JOPLIN ROAD, IN THE SOUTHWEST CORNER OF SECTION 13/TOWNSHIP 34
 TL0695'NORTH/RANGE 7 EAST, 34.2 FEET EAST AND 2.4 FEET LOWER THAN
 TL0695'CROSSROADS, 2.4 FEET SOUTHEAST OF A POWERPOLE, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0407 ***********************************************************************
 TJ0407  DESIGNATION -  6 WR
 TJ0407  PID         -  TJ0407
 TJ0407  STATE/COUNTY-  MT/PHILLIPS
 TJ0407  USGS QUAD   -  FANNY HILL (1984)
 TJ0407
 TJ0407                         *CURRENT SURVEY CONTROL
 TJ0407  ___________________________________________________________________
 TJ0407* NAD 83(1986)-  48 31 36.     (N)    107 45 14.     (W)     SCALED    
 TJ0407* NAVD 88     -       684.202  (meters)    2244.75   (feet)  ADJUSTED  
 TJ0407  ___________________________________________________________________
 TJ0407  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TJ0407  DYNAMIC HT  -         684.287 (meters)    2245.03  (feet)  COMP
 TJ0407  MODELED GRAV-     980,713.2   (mgal)                       NAVD 88
 TJ0407
 TJ0407  VERT ORDER  -  FIRST     CLASS II
 TJ0407
 TJ0407.The horizontal coordinates were scaled from a topographic map and have
 TJ0407.an estimated accuracy of +/- 6 seconds.
 TJ0407
 TJ0407.The orthometric height was determined by differential leveling
 TJ0407.and adjusted by the National Geodetic Survey in June 1991..
 TJ0407
 TJ0407.The geoid height was determined by GEOID03.
 TJ0407
 TJ0407.The dynamic height is computed by dividing the NAVD 88
 TJ0407.geopotential number by the normal gravity value computed on the
 TJ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0407.degrees latitude (g = 980.6199 gals.).
 TJ0407
 TJ0407.The modeled gravity was interpolated from observed gravity values.
 TJ0407
 TJ0407;                    North         East    Units  Estimated Accuracy
 TJ0407;SPC MT       -   476,680.      728,930.      MT  (+/- 180 meters Scaled)
 TJ0407
 TJ0407                          SUPERSEDED SURVEY CONTROL
 TJ0407
 TJ0407.No superseded survey control is available for this station.
 TJ0407
 TJ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP966785(NAD 83)
 TJ0407_MARKER: DB = BENCH MARK DISK
 TJ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0407_SP_SET: CONCRETE POST
 TJ0407_STAMPING: 6 WR 2242 1968
 TJ0407_PROJECTION: PROJECTING 25 CENTIMETERS
 TJ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0407+STABILITY: SURFACE MOTION
 TJ0407
 TJ0407  HISTORY     - Date     Condition        Report By
 TJ0407  HISTORY     - 1968     MONUMENTED       USGS
 TJ0407  HISTORY     - 1979     GOOD             NGS
 TJ0407
 TJ0407                          STATION DESCRIPTION
 TJ0407
 TJ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0407'13.7 MI NORTH FROM MALTA.
 TJ0407'13.7 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0407'HIGHWAY 2 IN MALTA, 0.3 MILE SOUTH OF MILE MARKER 14, AT A TURNOUT,
 TJ0407'60 FEET NORTHWEST OF A UTILITY POLE, 60 FEET EAST OF THE CENTER OF THE
 TJ0407'HIGHWAY, AND 20 FEET WEST OF A FENCE.  NOTE=THE MONUMENT HAS BEEN
 TJ0407'PAINTED FLUORESCENT ORANGE.
 TJ0407'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TJ0407'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0674 ***********************************************************************
 TJ0674  DESIGNATION -  60 REB
 TJ0674  PID         -  TJ0674
 TJ0674  STATE/COUNTY-  MT/PHILLIPS
 TJ0674  USGS QUAD   -  MARTIN LAKE (1984)
 TJ0674
 TJ0674                         *CURRENT SURVEY CONTROL
 TJ0674  ___________________________________________________________________
 TJ0674* NAD 83(1986)-  48 48 58.     (N)    107 58 09.     (W)     SCALED    
 TJ0674* NAVD 88     -       818.140  (meters)    2684.18   (feet)  POSTED    
 TJ0674  ___________________________________________________________________
 TJ0674  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TJ0674  DYNAMIC HT  -         818.250 (meters)    2684.54  (feet)  COMP
 TJ0674  MODELED GRAV-     980,717.0   (mgal)                       NAVD 88
 TJ0674
 TJ0674  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0674
 TJ0674.The horizontal coordinates were scaled from a topographic map and have
 TJ0674.an estimated accuracy of +/- 6 seconds.
 TJ0674
 TJ0674.The orthometric height was determined by differential leveling
 TJ0674.and adjusted by the National Geodetic Survey in 1992..
 TJ0674.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0674.rate of 0.0 thru 1.0 mm/km.
 TJ0674
 TJ0674.The geoid height was determined by GEOID03.
 TJ0674
 TJ0674.The dynamic height is computed by dividing the NAVD 88
 TJ0674.geopotential number by the normal gravity value computed on the
 TJ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0674.degrees latitude (g = 980.6199 gals.).
 TJ0674
 TJ0674.The modeled gravity was interpolated from observed gravity values.
 TJ0674
 TJ0674;                    North         East    Units  Estimated Accuracy
 TJ0674;SPC MT       -   508,520.      712,410.      MT  (+/- 180 meters Scaled)
 TJ0674
 TJ0674                          SUPERSEDED SURVEY CONTROL
 TJ0674
 TJ0674.No superseded survey control is available for this station.
 TJ0674
 TJ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ820112(NAD 83)
 TJ0674_MARKER: DB = BENCH MARK DISK
 TJ0674_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0674_SP_SET: COPPER-CLAD STEEL ROD
 TJ0674_STAMPING: 60 REB 1979
 TJ0674_MARK LOGO: USGS  
 TJ0674_PROJECTION: PROJECTING 8 CENTIMETERS
 TJ0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0674_ROD/PIPE-DEPTH: 4.57 meters
 TJ0674
 TJ0674  HISTORY     - Date     Condition        Report By
 TJ0674  HISTORY     - 1979     MONUMENTED       USGS
 TJ0674
 TJ0674                          STATION DESCRIPTION
 TJ0674
 TJ0674'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TJ0674'9.1 KM (5.65 MI) WEST FROM LORING.
 TJ0674'5.65 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TJ0674'ALONG THE RAILROAD, 0.15 MILES NORTHEAST OF THE SOUTHWEST CORNER OF
 TJ0674'SECTION 5, T35N, R29E, 71 FEET NORTHEAST OF A ROAD CROSSING, 44.2
 TJ0674'FEET NORTH OF THE NORTH RAIL, 25.5 FEET WEST OF AN ANGLE IN A FENCE,
 TJ0674'AND 2.4 FEET WEST OF A TELEGRAPH POLE.
 TJ0674'THE MARK IS 1.1 FT  SE FROM  A WITNESS POST
 TJ0674'THE MARK IS 3.0 FT BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0675 ***********************************************************************
 TJ0675  DESIGNATION -  61 REB
 TJ0675  PID         -  TJ0675
 TJ0675  STATE/COUNTY-  MT/PHILLIPS
 TJ0675  USGS QUAD   -  MARTIN LAKE (1984)
 TJ0675
 TJ0675                         *CURRENT SURVEY CONTROL
 TJ0675  ___________________________________________________________________
 TJ0675* NAD 83(1986)-  48 48 33.     (N)    107 56 59.     (W)     SCALED    
 TJ0675* NAVD 88     -       809.509  (meters)    2655.86   (feet)  POSTED    
 TJ0675  ___________________________________________________________________
 TJ0675  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TJ0675  DYNAMIC HT  -         809.620 (meters)    2656.23  (feet)  COMP
 TJ0675  MODELED GRAV-     980,718.4   (mgal)                       NAVD 88
 TJ0675
 TJ0675  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0675
 TJ0675.The horizontal coordinates were scaled from a topographic map and have
 TJ0675.an estimated accuracy of +/- 6 seconds.
 TJ0675
 TJ0675.The orthometric height was determined by differential leveling
 TJ0675.and adjusted by the National Geodetic Survey in 1992..
 TJ0675.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0675.rate of 0.0 thru 1.0 mm/km.
 TJ0675
 TJ0675.The geoid height was determined by GEOID03.
 TJ0675
 TJ0675.The dynamic height is computed by dividing the NAVD 88
 TJ0675.geopotential number by the normal gravity value computed on the
 TJ0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0675.degrees latitude (g = 980.6199 gals.).
 TJ0675
 TJ0675.The modeled gravity was interpolated from observed gravity values.
 TJ0675
 TJ0675;                    North         East    Units  Estimated Accuracy
 TJ0675;SPC MT       -   507,770.      713,850.      MT  (+/- 180 meters Scaled)
 TJ0675
 TJ0675                          SUPERSEDED SURVEY CONTROL
 TJ0675
 TJ0675.No superseded survey control is available for this station.
 TJ0675
 TJ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ834104(NAD 83)
 TJ0675_MARKER: DB = BENCH MARK DISK
 TJ0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0675_SP_SET: COPPER-CLAD STEEL ROD
 TJ0675_STAMPING: 61 REB 1979
 TJ0675_MARK LOGO: USGS  
 TJ0675_PROJECTION: PROJECTING 8 CENTIMETERS
 TJ0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0675_ROD/PIPE-DEPTH: 4.57 meters
 TJ0675
 TJ0675  HISTORY     - Date     Condition        Report By
 TJ0675  HISTORY     - 1979     MONUMENTED       USGS
 TJ0675
 TJ0675                          STATION DESCRIPTION
 TJ0675
 TJ0675'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TJ0675'7.4 KM (4.60 MI) WEST FROM LORING.
 TJ0675'4.59 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TJ0675'ALONG THE RAILROAD, 0.1 MILES NORTH OF THE EAST 1/4 CORNER OF SECTION
 TJ0675'8, T35N, R29E, 48 FEET NORTHEAST OF A ROAD CROSSING, ABOUT 130 FEET
 TJ0675'EAST OF A TELEGRAPH POLE WITH A GUY WIRE, 38.8 FEET NORTH OF THE
 TJ0675'NORTH RAIL, 9.6 FEET SOUTH OF A FENCE, AND 1.9 FEET SOUTHWEST OF A
 TJ0675'TELEGRAPH POLE.
 TJ0675'THE MARK IS 1.5 FT  SE FROM  A WITNESS POST
 TJ0675'THE MARK IS 5.0 FT BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0583 ***********************************************************************
 SU0583  DESIGNATION -  62
 SU0583  PID         -  SU0583
 SU0583  STATE/COUNTY-  MT/SANDERS
 SU0583  USGS QUAD   -  NOXON RAPIDS DAM (1983)
 SU0583
 SU0583                         *CURRENT SURVEY CONTROL
 SU0583  ___________________________________________________________________
 SU0583* NAD 83(1986)-  47 55 12.     (N)    115 41 25.     (W)     SCALED    
 SU0583* NAVD 88     -       716.149  (meters)    2349.57   (feet)  ADJUSTED  
 SU0583  ___________________________________________________________________
 SU0583  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 SU0583  DYNAMIC HT  -         716.161 (meters)    2349.60  (feet)  COMP
 SU0583  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 SU0583
 SU0583  VERT ORDER  -  FIRST     CLASS II
 SU0583
 SU0583.The horizontal coordinates were scaled from a topographic map and have
 SU0583.an estimated accuracy of +/- 6 seconds.
 SU0583
 SU0583.The orthometric height was determined by differential leveling
 SU0583.and adjusted by the National Geodetic Survey in June 1991..
 SU0583.WARNING-Repeat measurements at this control monument indicate possible
 SU0583.vertical movement.
 SU0583
 SU0583.The geoid height was determined by GEOID03.
 SU0583
 SU0583.The dynamic height is computed by dividing the NAVD 88
 SU0583.geopotential number by the normal gravity value computed on the
 SU0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0583.degrees latitude (g = 980.6199 gals.).
 SU0583
 SU0583.The modeled gravity was interpolated from observed gravity values.
 SU0583
 SU0583;                    North         East    Units  Estimated Accuracy
 SU0583;SPC MT       -   426,070.      138,040.      MT  (+/- 180 meters Scaled)
 SU0583
 SU0583                          SUPERSEDED SURVEY CONTROL
 SU0583
 SU0583  NGVD 29 (??/??/92)  714.991  (m)         2345.77   (f) ADJ UNCH    1 2
 SU0583
 SU0583.Superseded values are not recommended for survey control.
 SU0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0583.See file dsdata.txt to determine how the superseded data were derived.
 SU0583
 SU0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP978082(NAD 83)
 SU0583_MARKER: DD = SURVEY DISK
 SU0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0583_SP_SET: BRIDGE
 SU0583_STAMPING: 62
 SU0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0583
 SU0583  HISTORY     - Date     Condition        Report By
 SU0583  HISTORY     - UNK      MONUMENTED       NPRR
 SU0583  HISTORY     - 1959     GOOD             NGS
 SU0583  HISTORY     - 1980     GOOD             NGS
 SU0583
 SU0583                          STATION DESCRIPTION
 SU0583
 SU0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0583'7.5 MI SE FROM NOXON.
 SU0583'ABOUT 7.5 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0583'ABANDONED STATION AT NOXON, AT THE NORTHWEST END OF BRIDGE 62, IN THE
 SU0583'TOP OF THE SOUTHEAST END OF THE NORTH CONCRETE WINGWALL, 9.0 FEET
 SU0583'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 SU0583
 SU0583                          STATION RECOVERY (1980)
 SU0583
 SU0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0583'12.8 KILOMETERS (7.95 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0583'THE POST OFFICE IN TROUT CREEK, SET IN TOP OF THE EAST WINGWALL OF
 SU0583'THE NORTH ABUTMENT OF BURLINGTON NORTHERN RAILWAY BRIDGE NUMBER 62
 SU0583'OVER THE INLET OF SWAMP CREEK, 2.7 METERS (9.0 FEET) EAST OF THE
 SU0583'EAST RAIL OF THE TRACKS.
 SU0583'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0676 ***********************************************************************
 TJ0676  DESIGNATION -  62 REB
 TJ0676  PID         -  TJ0676
 TJ0676  STATE/COUNTY-  MT/PHILLIPS
 TJ0676  USGS QUAD   -  MARTIN LAKE (1984)
 TJ0676
 TJ0676                         *CURRENT SURVEY CONTROL
 TJ0676  ___________________________________________________________________
 TJ0676* NAD 83(1986)-  48 48 03.     (N)    107 55 41.     (W)     SCALED    
 TJ0676* NAVD 88     -       808.567  (meters)    2652.77   (feet)  POSTED    
 TJ0676  ___________________________________________________________________
 TJ0676  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TJ0676  DYNAMIC HT  -         808.680 (meters)    2653.14  (feet)  COMP
 TJ0676  MODELED GRAV-     980,720.0   (mgal)                       NAVD 88
 TJ0676
 TJ0676  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0676
 TJ0676.The horizontal coordinates were scaled from a topographic map and have
 TJ0676.an estimated accuracy of +/- 6 seconds.
 TJ0676
 TJ0676.The orthometric height was determined by differential leveling
 TJ0676.and adjusted by the National Geodetic Survey in 1992..
 TJ0676.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0676.rate of 0.0 thru 1.0 mm/km.
 TJ0676
 TJ0676.The geoid height was determined by GEOID03.
 TJ0676
 TJ0676.The dynamic height is computed by dividing the NAVD 88
 TJ0676.geopotential number by the normal gravity value computed on the
 TJ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0676.degrees latitude (g = 980.6199 gals.).
 TJ0676
 TJ0676.The modeled gravity was interpolated from observed gravity values.
 TJ0676
 TJ0676;                    North         East    Units  Estimated Accuracy
 TJ0676;SPC MT       -   506,880.      715,460.      MT  (+/- 180 meters Scaled)
 TJ0676
 TJ0676                          SUPERSEDED SURVEY CONTROL
 TJ0676
 TJ0676.No superseded survey control is available for this station.
 TJ0676
 TJ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ849094(NAD 83)
 TJ0676_MARKER: DB = BENCH MARK DISK
 TJ0676_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0676_SP_SET: COPPER-CLAD STEEL ROD
 TJ0676_STAMPING: 62 REB 1979
 TJ0676_MARK LOGO: USGS  
 TJ0676_PROJECTION: PROJECTING 8 CENTIMETERS
 TJ0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0676_ROD/PIPE-DEPTH: 3.05 meters
 TJ0676
 TJ0676  HISTORY     - Date     Condition        Report By
 TJ0676  HISTORY     - 1979     MONUMENTED       USGS
 TJ0676
 TJ0676                          STATION DESCRIPTION
 TJ0676
 TJ0676'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TJ0676'5.6 KM (3.45 MI) WEST FROM LORING.
 TJ0676'3.45 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TJ0676'ALONG THE RAILROAD, 0.1 MILES NORTH OF THE SOUTHWEST CORNER OF
 TJ0676'SECTION 10, T35N, R29E, 49.7 FEET WEST OF A TELEGRAPH POLE, 29.3 FEET
 TJ0676'NORTH OF THE NORTH RAIL, 18 FEET NORTH OF A CURVE (NO - 46) SIGN, AND
 TJ0676'1.2 FEET NORTH OF THE NORTH EDGE OF A 6 - FOOT BOULDER.
 TJ0676'THE MARK IS 1.1 FT  W FROM  A WITNESS POST
 TJ0676'THE MARK IS 2.0 FT BELOW NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0306 ***********************************************************************
 RX0306  DESIGNATION -  6229
 RX0306  PID         -  RX0306
 RX0306  STATE/COUNTY-  MT/JEFFERSON
 RX0306  USGS QUAD   -  BISON CANYON (1996)
 RX0306
 RX0306                         *CURRENT SURVEY CONTROL
 RX0306  ___________________________________________________________________
 RX0306* NAD 83(1986)-  46 09 54.     (N)    112 22 19.     (W)     SCALED    
 RX0306* NAVD 88     -      1901.065  (meters)    6237.08   (feet)  ADJUSTED  
 RX0306  ___________________________________________________________________
 RX0306  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RX0306  DYNAMIC HT  -        1900.307 (meters)    6234.59  (feet)  COMP
 RX0306  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 RX0306
 RX0306  VERT ORDER  -  FIRST     CLASS II
 RX0306
 RX0306.The horizontal coordinates were scaled from a topographic map and have
 RX0306.an estimated accuracy of +/- 6 seconds.
 RX0306
 RX0306.The orthometric height was determined by differential leveling
 RX0306.and adjusted by the National Geodetic Survey in June 1991..
 RX0306
 RX0306.The geoid height was determined by GEOID03.
 RX0306
 RX0306.The dynamic height is computed by dividing the NAVD 88
 RX0306.geopotential number by the normal gravity value computed on the
 RX0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0306.degrees latitude (g = 980.6199 gals.).
 RX0306
 RX0306.The modeled gravity was interpolated from observed gravity values.
 RX0306
 RX0306;                    North         East    Units  Estimated Accuracy
 RX0306;SPC MT       -   216,870.      378,350.      MT  (+/- 180 meters Scaled)
 RX0306
 RX0306                          SUPERSEDED SURVEY CONTROL
 RX0306
 RX0306  NGVD 29 (??/??/92) 1899.742  (m)         6232.74   (f) ADJ UNCH    1 2
 RX0306
 RX0306.Superseded values are not recommended for survey control.
 RX0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0306.See file dsdata.txt to determine how the superseded data were derived.
 RX0306
 RX0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS940132(NAD 83)
 RX0306_MARKER: P = PIPE CAP
 RX0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0306_STAMPING: 6233.199
 RX0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0306+STABILITY: SURFACE MOTION
 RX0306
 RX0306  HISTORY     - Date     Condition        Report By
 RX0306  HISTORY     - UNK      MONUMENTED       USGS
 RX0306  HISTORY     - 1959     GOOD             NGS
 RX0306  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0306  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0306
 RX0306                          STATION DESCRIPTION
 RX0306
 RX0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0306'11.9 MI SW FROM BASIN.
 RX0306'ABOUT 11.9 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0306'STATION AT BASIN, IN THE SOUTHEAST CORNER OF SECTION 20, R 6 W, T 5 N,
 RX0306'10 POLES SOUTHEAST OF THE ELK PARK STATION SIGN, 13 FEET NORTHWEST OF
 RX0306'THE NORTH RAIL, 92 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 RX0306'18 FEET SOUTHEAST OF A POWER POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 RX0306'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RX0306
 RX0306                          STATION RECOVERY (1979)
 RX0306
 RX0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0306'NOTE=THE RAILROAD TRACKS HAVE BEEN REMOVED, MARK NOT FOUND.
 RX0306
 RX0306                          STATION RECOVERY (1979)
 RX0306
 RX0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0306'NOTE=THE RAILROAD TRACKS HAVE BEEN REMOVED, MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0905 ***********************************************************************
 RX0905  DESIGNATION -  6296.615
 RX0905  PID         -  RX0905
 RX0905  STATE/COUNTY-  MT/JEFFERSON
 RX0905  USGS QUAD   -  ELK PARK PASS (1996)
 RX0905
 RX0905                         *CURRENT SURVEY CONTROL
 RX0905  ___________________________________________________________________
 RX0905* NAD 83(1992)-  46 06 10.42446(N)    112 25 01.13033(W)     ADJUSTED  
 RX0905* NAVD 88     -      1920.5    (meters)    6301.     (feet)  VERTCON   
 RX0905  ___________________________________________________________________
 RX0905  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 RX0905  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 RX0905
 RX0905  HORZ ORDER  -  THIRD
 RX0905  VERT ORDER  -  THIRD ? (See Below)
 RX0905
 RX0905.The horizontal coordinates were established by classical geodetic methods
 RX0905.and adjusted by the National Geodetic Survey in July 1992..
 RX0905
 RX0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0905.The vertical order pertains to the NGVD 29 superseded value.
 RX0905
 RX0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0905
 RX0905.The geoid height was determined by GEOID03.
 RX0905
 RX0905;                    North         East     Units Scale Factor Converg.
 RX0905;SPC MT       -   210,106.989   374,621.194   MT  0.99951752   -2 08 01.6
 RX0905;SPC MT       -   689,327.39  1,229,072.16   iFT  0.99951752   -2 08 01.6
 RX0905;UTM  12      - 5,106,455.942   390,483.884   MT  0.99974744   -1 01 16.2
 RX0905
 RX0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0905!SPC MT       -   0.99970093  x   0.99951752  =   0.99921860
 RX0905!UTM  12      -   0.99970093  x   0.99974744  =   0.99944845
 RX0905
 RX0905:                Primary Azimuth Mark                     Grid Az
 RX0905:SPC MT       -  SHEEPSHEAD                               350 39 51.3
 RX0905:UTM  12      -  SHEEPSHEAD                               349 33 05.9
 RX0905
 RX0905|---------------------------------------------------------------------|
 RX0905| PID    Reference Object                     Distance      Geod. Az  |
 RX0905|                                                           dddmmss.s |
 RX0905| RX0907 SHEEPSHEAD                          APPROX. 6.1 KM 3483149.7 |
 RX0905|---------------------------------------------------------------------|
 RX0905
 RX0905                          SUPERSEDED SURVEY CONTROL
 RX0905
 RX0905  NAD 83(1986)-  46 06 10.42322(N)    112 25 01.12741(W) AD(       ) 3
 RX0905  NAD 27      -  46 06 10.68216(N)    112 24 58.06953(W) AD(       ) 3
 RX0905  NGVD 29 (07/19/86) 1919.2    (m)         6297.     (f) LEVELING    3  
 RX0905
 RX0905.Superseded values are not recommended for survey control.
 RX0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0905.See file dsdata.txt to determine how the superseded data were derived.
 RX0905
 RX0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS9048406456(NAD 83)
 RX0905
 RX0905  HISTORY     - Date     Condition        Report By
 RX0905  HISTORY     - UNK      MONUMENTED       USGS
 RX0905  HISTORY     - 1957     GOOD             NGS
 RX0905
 RX0905                          STATION DESCRIPTION
 RX0905
 RX0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RX0905'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 RX0905'
 RX0905'FOLLOWING DESCRIPTION BY NGS
 RX0905'
 RX0905'AT TRASK, ABOUT 300 FT. N. OF THE N. END OF THE GREAT NORTHERN
 RX0905'RAILWAY SIDING, ABOUT 100 FT. S. OF MILEPOST 273, N. OF A HIGHWAY
 RX0905'CROSSING, ABOUT 50 FT. E. OF THE TRACK, AND 1.5 FT. FROM A FENCE
 RX0905'CORNER W. OF THE HIGHWAY.
 RX0905'
 RX0905'STATION MARK--A STANDARD DISK, STAMPED ---6296.615---, AND SET IN THE
 RX0905'TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0330 ***********************************************************************
 PZ0330  DESIGNATION -  6297
 PZ0330  PID         -  PZ0330
 PZ0330  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0330  USGS QUAD   -  EVERSON CREEK (1965)
 PZ0330
 PZ0330                         *CURRENT SURVEY CONTROL
 PZ0330  ___________________________________________________________________
 PZ0330* NAD 83(1986)-  44 57 18.     (N)    113 15 31.     (W)     SCALED    
 PZ0330* NAVD 88     -      1920.61   (+/-2cm)    6301.2    (feet)  VERTCON   
 PZ0330  ___________________________________________________________________
 PZ0330  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 PZ0330
 PZ0330  VERT ORDER  -  ? (See Below)
 PZ0330
 PZ0330.The horizontal coordinates were scaled from a topographic map and have
 PZ0330.an estimated accuracy of +/- 6 seconds.
 PZ0330
 PZ0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0330.The vertical order pertains to the NGVD 29 superseded value.
 PZ0330
 PZ0330.The geoid height was determined by GEOID03.
 PZ0330
 PZ0330;                    North         East    Units  Estimated Accuracy
 PZ0330;SPC MT       -    85,480.      303,520.      MT  (+/- 180 meters Scaled)
 PZ0330
 PZ0330                          SUPERSEDED SURVEY CONTROL
 PZ0330
 PZ0330  NGVD 29 (??/??/92) 1919.242  (m)         6296.71   (f) ADJ UNCH    ?  
 PZ0330
 PZ0330.Superseded values are not recommended for survey control.
 PZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0330.See file dsdata.txt to determine how the superseded data were derived.
 PZ0330
 PZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ218804(NAD 83)
 PZ0330_MARKER: Q = CHISELED SQUARE
 PZ0330_SETTING: 80 = SET IN A BOULDER
 PZ0330_SP_SET: BOULDER
 PZ0330_STAMPING: USBM 6297
 PZ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0330+STABILITY: SURFACE MOTION
 PZ0330
 PZ0330  HISTORY     - Date     Condition        Report By
 PZ0330  HISTORY     - UNK      MONUMENTED       CGS
 PZ0330  HISTORY     - 1935     GOOD             NGS
 PZ0330
 PZ0330                          STATION DESCRIPTION
 PZ0330
 PZ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PZ0330'21.7 MI W FROM ARMSTEAD.
 PZ0330'21.7 MILES WEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH RAILROAD
 PZ0330'FROM ARMSTEAD, BEAVERHEAD COUNTY, 3.1 MILES SOUTH OF THE SIDING AT
 PZ0330'BRENNER, 0.6 MILE SOUTH OF A ROAD CROSSING, AT THE FOOT OF A STEEP
 PZ0330'HILL, 150 FEET EAST OF THE CENTERLINE OF THE TRACK, 20 FEET EAST OF A
 PZ0330'ROAD, AND NEAR THE APEX OF A 10-FOOT EMBEDDED BOULDER MARKED BY THE
 PZ0330'PAINTED LETTERS USBM 6297.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0677 ***********************************************************************
 TJ0677  DESIGNATION -  63 REB
 TJ0677  PID         -  TJ0677
 TJ0677  STATE/COUNTY-  MT/PHILLIPS
 TJ0677  USGS QUAD   -  MARTIN LAKE (1984)
 TJ0677
 TJ0677                         *CURRENT SURVEY CONTROL
 TJ0677  ___________________________________________________________________
 TJ0677* NAD 83(1986)-  48 47 28.     (N)    107 54 54.     (W)     SCALED    
 TJ0677* NAVD 88     -       808.804  (meters)    2653.55   (feet)  POSTED    
 TJ0677  ___________________________________________________________________
 TJ0677  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TJ0677  DYNAMIC HT  -         808.910 (meters)    2653.90  (feet)  COMP
 TJ0677  MODELED GRAV-     980,718.9   (mgal)                       NAVD 88
 TJ0677
 TJ0677  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0677
 TJ0677.The horizontal coordinates were scaled from a topographic map and have
 TJ0677.an estimated accuracy of +/- 6 seconds.
 TJ0677
 TJ0677.The orthometric height was determined by differential leveling
 TJ0677.and adjusted by the National Geodetic Survey in 1992..
 TJ0677.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0677.rate of 0.0 thru 1.0 mm/km.
 TJ0677
 TJ0677.The geoid height was determined by GEOID03.
 TJ0677
 TJ0677.The dynamic height is computed by dividing the NAVD 88
 TJ0677.geopotential number by the normal gravity value computed on the
 TJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0677.degrees latitude (g = 980.6199 gals.).
 TJ0677
 TJ0677.The modeled gravity was interpolated from observed gravity values.
 TJ0677
 TJ0677;                    North         East    Units  Estimated Accuracy
 TJ0677;SPC MT       -   505,820.      716,440.      MT  (+/- 180 meters Scaled)
 TJ0677
 TJ0677                          SUPERSEDED SURVEY CONTROL
 TJ0677
 TJ0677.No superseded survey control is available for this station.
 TJ0677
 TJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ859083(NAD 83)
 TJ0677_MARKER: DB = BENCH MARK DISK
 TJ0677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0677_SP_SET: COPPER-CLAD STEEL ROD
 TJ0677_STAMPING: 63 REB 1979
 TJ0677_MARK LOGO: USGS  
 TJ0677_PROJECTION: PROJECTING 8 CENTIMETERS
 TJ0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0677_ROD/PIPE-DEPTH: 6.10 meters
 TJ0677
 TJ0677  HISTORY     - Date     Condition        Report By
 TJ0677  HISTORY     - 1979     MONUMENTED       USGS
 TJ0677
 TJ0677                          STATION DESCRIPTION
 TJ0677
 TJ0677'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TJ0677'4.1 KM (2.50 MI) WEST FROM LORING.
 TJ0677'2.52 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TJ0677'ALONG THE RAILROAD, 0.15 MILES NORTHEAST OF THE ALBERT FLANSAAS
 TJ0677'RESIDENCE, NEAR THE CENTER OF SECTION 15, T35N, R29E, 71.0 FEET SOUTH
 TJ0677'OF THE SOUTH RAIL, 16 FEET WEST OF A FARM ROAD CROSSING THE RAILROAD,
 TJ0677'1.6 FEET NORTHWEST OF A WEST GATE POST, AND 1.1 FEET NORTH OF A
 TJ0677'FENCE.
 TJ0677'THE MARK IS 0.8 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0678 ***********************************************************************
 TJ0678  DESIGNATION -  64 REB
 TJ0678  PID         -  TJ0678
 TJ0678  STATE/COUNTY-  MT/PHILLIPS
 TJ0678  USGS QUAD   -  MARTIN LAKE (1984)
 TJ0678
 TJ0678                         *CURRENT SURVEY CONTROL
 TJ0678  ___________________________________________________________________
 TJ0678* NAD 83(1986)-  48 47 22.     (N)    107 53 14.     (W)     SCALED    
 TJ0678* NAVD 88     -       812.914  (meters)    2667.04   (feet)  POSTED    
 TJ0678  ___________________________________________________________________
 TJ0678  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 TJ0678  DYNAMIC HT  -         813.020 (meters)    2667.38  (feet)  COMP
 TJ0678  MODELED GRAV-     980,717.7   (mgal)                       NAVD 88
 TJ0678
 TJ0678  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0678
 TJ0678.The horizontal coordinates were scaled from a topographic map and have
 TJ0678.an estimated accuracy of +/- 6 seconds.
 TJ0678
 TJ0678.The orthometric height was determined by differential leveling
 TJ0678.and adjusted by the National Geodetic Survey in 1992..
 TJ0678.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0678.rate of 0.0 thru 1.0 mm/km.
 TJ0678
 TJ0678.The geoid height was determined by GEOID03.
 TJ0678
 TJ0678.The dynamic height is computed by dividing the NAVD 88
 TJ0678.geopotential number by the normal gravity value computed on the
 TJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0678.degrees latitude (g = 980.6199 gals.).
 TJ0678
 TJ0678.The modeled gravity was interpolated from observed gravity values.
 TJ0678
 TJ0678;                    North         East    Units  Estimated Accuracy
 TJ0678;SPC MT       -   505,670.      718,480.      MT  (+/- 180 meters Scaled)
 TJ0678
 TJ0678                          SUPERSEDED SURVEY CONTROL
 TJ0678
 TJ0678.No superseded survey control is available for this station.
 TJ0678
 TJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ879080(NAD 83)
 TJ0678_MARKER: DB = BENCH MARK DISK
 TJ0678_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TJ0678+WITH SETTING: INFORMATION.
 TJ0678_SP_SET: SHALLOW-SET METAL ROD
 TJ0678_STAMPING: 64 REB 1979
 TJ0678_MARK LOGO: USGS  
 TJ0678_PROJECTION: PROJECTING 8 CENTIMETERS
 TJ0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0678_ROD/PIPE-DEPTH: 1.52 meters
 TJ0678
 TJ0678  HISTORY     - Date     Condition        Report By
 TJ0678  HISTORY     - 1979     MONUMENTED       USGS
 TJ0678
 TJ0678                          STATION DESCRIPTION
 TJ0678
 TJ0678'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TJ0678'1.9 KM (1.20 MI) WEST FROM LORING.
 TJ0678'1.20 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TJ0678'ALONG THE RAILROAD, AT A ROAD CROSSING IN THE SOUTHEAST 1/4 OF
 TJ0678'SECTION 14, T35N, R29E, ABOUT 110 FEET EAST OF THE 1 - MILE RAILROAD
 TJ0678'SIGN, 70.9 FEET SOUTH OF THE SOUTH RAIL, 10 FEET WEST OF THE ROAD,
 TJ0678'2.5 FEET WEST OF THE WEST GATE POST, AND 1.3 FEET NORTH OF THE FENCE.
 TJ0678'THE MARK IS 1.2 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0679 ***********************************************************************
 TJ0679  DESIGNATION -  65 REB
 TJ0679  PID         -  TJ0679
 TJ0679  STATE/COUNTY-  MT/PHILLIPS
 TJ0679  USGS QUAD   -  LORING (1984)
 TJ0679
 TJ0679                         *CURRENT SURVEY CONTROL
 TJ0679  ___________________________________________________________________
 TJ0679* NAD 83(1986)-  48 47 20.     (N)    107 52 11.     (W)     SCALED    
 TJ0679* NAVD 88     -       821.065  (meters)    2693.78   (feet)  POSTED    
 TJ0679  ___________________________________________________________________
 TJ0679  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0679  DYNAMIC HT  -         821.180 (meters)    2694.15  (feet)  COMP
 TJ0679  MODELED GRAV-     980,717.0   (mgal)                       NAVD 88
 TJ0679
 TJ0679  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0679
 TJ0679.The horizontal coordinates were scaled from a topographic map and have
 TJ0679.an estimated accuracy of +/- 6 seconds.
 TJ0679
 TJ0679.The orthometric height was determined by differential leveling
 TJ0679.and adjusted by the National Geodetic Survey in 1992..
 TJ0679.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0679.rate of 0.0 thru 1.0 mm/km.
 TJ0679
 TJ0679.The geoid height was determined by GEOID03.
 TJ0679
 TJ0679.The dynamic height is computed by dividing the NAVD 88
 TJ0679.geopotential number by the normal gravity value computed on the
 TJ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0679.degrees latitude (g = 980.6199 gals.).
 TJ0679
 TJ0679.The modeled gravity was interpolated from observed gravity values.
 TJ0679
 TJ0679;                    North         East    Units  Estimated Accuracy
 TJ0679;SPC MT       -   505,640.      719,770.      MT  (+/- 180 meters Scaled)
 TJ0679
 TJ0679                          SUPERSEDED SURVEY CONTROL
 TJ0679
 TJ0679.No superseded survey control is available for this station.
 TJ0679
 TJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ892079(NAD 83)
 TJ0679_MARKER: DB = BENCH MARK DISK
 TJ0679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0679_SP_SET: COPPER-CLAD STEEL ROD
 TJ0679_STAMPING: 65 REB 1979
 TJ0679_MARK LOGO: USGS  
 TJ0679_PROJECTION: PROJECTING 8 CENTIMETERS
 TJ0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0679_ROD/PIPE-DEPTH: 6.10 meters
 TJ0679
 TJ0679  HISTORY     - Date     Condition        Report By
 TJ0679  HISTORY     - 1979     MONUMENTED       USGS
 TJ0679
 TJ0679                          STATION DESCRIPTION
 TJ0679
 TJ0679'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TJ0679'0.6 KM (0.40 MI) WEST FROM LORING.
 TJ0679'0.38 MILES WEST OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING
 TJ0679'ALONG THE RAILROAD, 0.3 MILES SOUTHEAST OF THE CENTER OF SECTION 13,
 TJ0679'T35N, R29E, 95.3 FEET SOUTH OF THE SOUTH RAIL, 22 FEET EAST OF A
 TJ0679'FIELD ROAD, AND 1.9 FEET NORTH OF A FENCE.
 TJ0679'THE MARK IS 1.2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0437 ***********************************************************************
 TJ0437  DESIGNATION -  66 REB
 TJ0437  PID         -  TJ0437
 TJ0437  STATE/COUNTY-  MT/PHILLIPS
 TJ0437  USGS QUAD   -  LORING (1984)
 TJ0437
 TJ0437                         *CURRENT SURVEY CONTROL
 TJ0437  ___________________________________________________________________
 TJ0437* NAD 83(1986)-  48 47 21.     (N)    107 51 42.     (W)     SCALED    
 TJ0437* NAVD 88     -       821.119  (meters)    2693.95   (feet)  ADJUSTED  
 TJ0437  ___________________________________________________________________
 TJ0437  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0437  DYNAMIC HT  -         821.230 (meters)    2694.32  (feet)  COMP
 TJ0437  MODELED GRAV-     980,716.8   (mgal)                       NAVD 88
 TJ0437
 TJ0437  VERT ORDER  -  FIRST     CLASS II
 TJ0437
 TJ0437.The horizontal coordinates were scaled from a topographic map and have
 TJ0437.an estimated accuracy of +/- 6 seconds.
 TJ0437
 TJ0437.The orthometric height was determined by differential leveling
 TJ0437.and adjusted by the National Geodetic Survey in June 1991..
 TJ0437
 TJ0437.The geoid height was determined by GEOID03.
 TJ0437
 TJ0437.The dynamic height is computed by dividing the NAVD 88
 TJ0437.geopotential number by the normal gravity value computed on the
 TJ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0437.degrees latitude (g = 980.6199 gals.).
 TJ0437
 TJ0437.The modeled gravity was interpolated from observed gravity values.
 TJ0437
 TJ0437;                    North         East    Units  Estimated Accuracy
 TJ0437;SPC MT       -   505,680.      720,360.      MT  (+/- 180 meters Scaled)
 TJ0437
 TJ0437                          SUPERSEDED SURVEY CONTROL
 TJ0437
 TJ0437.No superseded survey control is available for this station.
 TJ0437
 TJ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ898079(NAD 83)
 TJ0437_MARKER: DB = BENCH MARK DISK
 TJ0437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0437_SP_SET: COPPER-CLAD STEEL ROD
 TJ0437_STAMPING: 66 REB 1979
 TJ0437_MARK LOGO: USGS  
 TJ0437_PROJECTION: FLUSH
 TJ0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0437_ROD/PIPE-DEPTH: 4.88 meters
 TJ0437
 TJ0437  HISTORY     - Date     Condition        Report By
 TJ0437  HISTORY     - 1979     MONUMENTED       USGS
 TJ0437  HISTORY     - 1979     GOOD             NGS
 TJ0437
 TJ0437                          STATION DESCRIPTION
 TJ0437
 TJ0437'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TJ0437'IN LORING.
 TJ0437'THE MARK IS 1 FT BELOW THE ROAD.
 TJ0437'IN LORING, AT THE JUNCTION OF THE GREAT NORTHERN RAILROAD AND STATE
 TJ0437'HIGHWAY 242, 131 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 TJ0437'RAILROAD STATION, 25 FEET EAST OF THE CENTER OF THE HIGHWAY, 18 FEET
 TJ0437'SOUTH OF THE SOUTH RAIL AND 2 FEET SOUTH OF A RAILROAD CROSSING SIGN.
 TJ0437'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TJ0437
 TJ0437                          STATION RECOVERY (1979)
 TJ0437
 TJ0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TJ0437'FROM THE BURLINGTON NORTHERN RAILROAD DEPOT IN LORING, 0.2 MILES
 TJ0437'NORTH OF THE SOUTHWEST CORNER OF SECTION 18, T35N, R30E, 24 FEET EAST
 TJ0437'OF HIGHWAY 242, 59.1 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACKS,
 TJ0437'16.2 FEET SOUTH OF THE SOUTH RAIL OF THE LORING SIDING, AND 2.0 FEET
 TJ0437'SOUTH OF A 4-INCH STEEL RAILROAD CROSSING SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0629 ***********************************************************************
 PY0629  DESIGNATION -  6668.33
 PY0629  PID         -  PY0629
 PY0629  STATE/COUNTY-  MT/BEAVERHEAD
 PY0629  USGS QUAD   -  UPPER RED ROCK LAKE (1988)
 PY0629
 PY0629                         *CURRENT SURVEY CONTROL
 PY0629  ___________________________________________________________________
 PY0629* NAD 83(1986)-  44 36 56.     (N)    111 39 04.     (W)     SCALED    
 PY0629* NAVD 88     -      2033.823  (meters)    6672.63   (feet)  POSTED    
 PY0629  ___________________________________________________________________
 PY0629  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 PY0629  DYNAMIC HT  -        2032.730 (meters)    6669.05  (feet)  COMP
 PY0629  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 PY0629
 PY0629  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0629
 PY0629.The horizontal coordinates were scaled from a topographic map and have
 PY0629.an estimated accuracy of +/- 6 seconds.
 PY0629
 PY0629.The orthometric height was determined by differential leveling
 PY0629.and adjusted by the National Geodetic Survey in 1992..
 PY0629.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0629.rate of 1.1 thru 2.0 mm/km.
 PY0629
 PY0629.The geoid height was determined by GEOID03.
 PY0629
 PY0629.The dynamic height is computed by dividing the NAVD 88
 PY0629.geopotential number by the normal gravity value computed on the
 PY0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0629.degrees latitude (g = 980.6199 gals.).
 PY0629
 PY0629.The modeled gravity was interpolated from observed gravity values.
 PY0629
 PY0629;                    North         East    Units  Estimated Accuracy
 PY0629;SPC MT       -    42,980.      429,240.      MT  (+/- 180 meters Scaled)
 PY0629
 PY0629                          SUPERSEDED SURVEY CONTROL
 PY0629
 PY0629  NGVD 29 (??/??/92) 2032.476  (m)         6668.22   (f) ADJ UNCH    1 2
 PY0629
 PY0629.Superseded values are not recommended for survey control.
 PY0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0629.See file dsdata.txt to determine how the superseded data were derived.
 PY0629
 PY0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ483404(NAD 83)
 PY0629_MARKER: Q = CHISELED SQUARE
 PY0629_SETTING: 66 = SET IN ROCK OUTCROP
 PY0629_SP_SET: ROCK OUTCROP
 PY0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0629+STABILITY: POSITION/ELEVATION WELL
 PY0629
 PY0629  HISTORY     - Date     Condition        Report By
 PY0629  HISTORY     - UNK      MONUMENTED       USGS
 PY0629  HISTORY     - 1964     GOOD             NGS
 PY0629
 PY0629                          STATION DESCRIPTION
 PY0629
 PY0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0629'9.8 MI E FROM LAKEVIEW.
 PY0629'ABOUT 9.8 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE REFUGE
 PY0629'HEADQUARTERS AT LAKEVIEW, IN S 18, T 14 S, R 1 E, AT THE JUNCTION OF A
 PY0629'ROAD LEADING WEST, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PY0629'NORTHEAST-SOUTHWEST ROAD, 21 FEET SOUTHEAST OF A FENCE, A CHISELED
 PY0629'SQUARE ON THE TOP OF A POINTED ROCK AT THE FOOT OF A ROCK OUTCROP,
 PY0629'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0331 ***********************************************************************
 QU0331  DESIGNATION -  67
 QU0331  PID         -  QU0331
 QU0331  STATE/COUNTY-  MT/POWDER RIVER
 QU0331  USGS QUAD   -  BRADSHAW CREEK (1970)
 QU0331
 QU0331                         *CURRENT SURVEY CONTROL
 QU0331  ___________________________________________________________________
 QU0331* NAD 83(1993)-  45 03 01.24923(N)    105 52 37.91108(W)     ADJUSTED  
 QU0331* NAVD 88     -      1116.9    (meters)    3664.     (feet)  VERTCON   
 QU0331  ___________________________________________________________________
 QU0331  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QU0331  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 QU0331
 QU0331  HORZ ORDER  -  SECOND
 QU0331
 QU0331.The horizontal coordinates were established by classical geodetic methods
 QU0331.and adjusted by the National Geodetic Survey in January 1997..
 QU0331
 QU0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0331
 QU0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0331
 QU0331.The geoid height was determined by GEOID03.
 QU0331
 QU0331;                    North         East     Units Scale Factor Converg.
 QU0331;SPC MT       -    95,558.301   885,285.975   MT  0.99997016   +2 39 00.3
 QU0331;SPC MT       -   313,511.49  2,904,481.55   iFT  0.99997016   +2 39 00.3
 QU0331;SPC WY E     -   505,704.833   144,029.474   MT  0.99997601   -0 30 10.4
 QU0331;UTM  13      - 4,988,917.584   430,923.992   MT  0.99965867   -0 37 15.0
 QU0331
 QU0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0331!SPC MT       -   0.99982725  x   0.99997016  =   0.99979741
 QU0331!SPC WY E     -   0.99982725  x   0.99997601  =   0.99980326
 QU0331!UTM  13      -   0.99982725  x   0.99965867  =   0.99948598
 QU0331
 QU0331:                Primary Azimuth Mark                     Grid Az
 QU0331:SPC MT       -  72                                       016 51 48.0
 QU0331:SPC WY E     -  72                                       020 00 58.7
 QU0331:UTM  13      -  72                                       020 08 03.3
 QU0331
 QU0331|---------------------------------------------------------------------|
 QU0331| PID    Reference Object                     Distance      Geod. Az  |
 QU0331|                                                           dddmmss.s |
 QU0331| CQ8685 72                                                 0193048.3 |
 QU0331| CQ8683 67 RM 1                               9.647 METERS 06619     |
 QU0331| CQ8684 67 RM 2                              17.644 METERS 16951     |
 QU0331|---------------------------------------------------------------------|
 QU0331
 QU0331                          SUPERSEDED SURVEY CONTROL
 QU0331
 QU0331  NAD 83(1992)-  45 03 01.23509(N)    105 52 37.89515(W) AD(       ) 2
 QU0331  NAD 83(1986)-  45 03 01.22471(N)    105 52 37.88616(W) AD(       ) 2
 QU0331  NAD 27      -  45 03 01.27300(N)    105 52 35.84700(W) AD(       ) 2
 QU0331  NGVD 29 (07/19/86) 1116.3    (m)         3662.     (f) VERT ANG       
 QU0331
 QU0331.Superseded values are not recommended for survey control.
 QU0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0331.See file dsdata.txt to determine how the superseded data were derived.
 QU0331
 QU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK3092488918(NAD 83)
 QU0331_MARKER: Z = SEE DESCRIPTION
 QU0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0331
 QU0331  HISTORY     - Date     Condition        Report By
 QU0331  HISTORY     - 1949     MONUMENTED       BOR
 QU0331
 QU0331                          STATION DESCRIPTION
 QU0331
 QU0331'DESCRIBED BY US BUREAU OF RECLAMATION 1949 (VRS)
 QU0331'STATION IS LOCATED ON THE WEST EDGE OF A FLAT, GRASSY RIDGE,
 QU0331'ON LAND OWNED BY WALTER A. SANFORD, ABOUT 3 MILES NORTH OF
 QU0331'THE MONTANA-WYOMING STATE LINE, ABOUT 1.5 MILES SOUTH OF
 QU0331'MOORHEAD POST OFFICE, 20 FEET EAST OF A 10-INCH PINE TREE, AND
 QU0331'2 FEET NORTH OF A WITNESS POST.
 QU0331'
 QU0331'TO REACH FROM THE MOORHEAD POST OFFICE, FOLLOW MAIN ROAD
 QU0331'SOUTH FOR 2.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT OFF MAIN
 QU0331'ROAD AND GO NORTHEAST FOR 0.75 MILE TO A FORK.  BEAR LEFT
 QU0331'AND GO WEST PAST BUILDINGS FOR 0.55 MILE TO WEST END OF RIDGE
 QU0331'AND STATION.
 QU0331'
 QU0331'TO REACH AZIMUTH MARK FROM THE STATION, FOLLOW THE EDGE OF
 QU0331'THE RIDGE NORTH-NORTHEAST FOR 0.15 MILE TO THE MARK.
 QU0331'
 QU0331'STATION MARK IS A BRONZE PLUG SET IN THE TOP OF AN 8 X 8-INCH
 QU0331'CONCRETE POST PROJECTING 1 INCH.  THE PLUG IS STAMPED 67.
 QU0331'
 QU0331'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QU0331'10 X 10-INCH CONCRETE POST PROJECTING 6 INCHES.  IT IS 10
 QU0331'FEET SOUTHWEST OF A 12-INCH PINE TREE, AND THE DISK IS STAMPED
 QU0331'NO. 67 NO 1 1949.
 QU0331'
 QU0331'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QU0331'10 X 10-INCH CONCRETE POST PROJECTING 5 INCHES.  IT IS 10 FEET
 QU0331'NORTHEAST OF A 10-INCH PINE TREE, AND THE DISK IS STAMPED
 QU0331'NO. 67 NO 2 1949.
 QU0331'
 QU0331'NO. 72 (USBR) WAS USED AS AN AZIMUTH MARK.  IT IS A BRONZE
 QU0331'PLUG SET IN THE TOP OF AN 8 X 8-INCH CONCRETE POST PROJECTING
 QU0331'2 INCHES.  IT IS 8 FEET WEST OF A TRACK ROAD, 2 FEET NORTH OF
 QU0331'A WITNESS POST, AND THE LETTERS DM ARE MARKED IN THE CONCRETE.
 QU0331'THE PLUG IS STAMPED 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0438 ***********************************************************************
 TJ0438  DESIGNATION -  67 REB
 TJ0438  PID         -  TJ0438
 TJ0438  STATE/COUNTY-  MT/PHILLIPS
 TJ0438  USGS QUAD   -  LORING (1984)
 TJ0438
 TJ0438                         *CURRENT SURVEY CONTROL
 TJ0438  ___________________________________________________________________
 TJ0438* NAD 83(1986)-  48 47 23.     (N)    107 51 41.     (W)     SCALED    
 TJ0438* NAVD 88     -       821.812  (meters)    2696.23   (feet)  ADJUSTED  
 TJ0438  ___________________________________________________________________
 TJ0438  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0438  DYNAMIC HT  -         821.922 (meters)    2696.59  (feet)  COMP
 TJ0438  MODELED GRAV-     980,716.9   (mgal)                       NAVD 88
 TJ0438
 TJ0438  VERT ORDER  -  FIRST     CLASS II
 TJ0438
 TJ0438.The horizontal coordinates were scaled from a topographic map and have
 TJ0438.an estimated accuracy of +/- 6 seconds.
 TJ0438
 TJ0438.The orthometric height was determined by differential leveling
 TJ0438.and adjusted by the National Geodetic Survey in June 1991..
 TJ0438
 TJ0438.The geoid height was determined by GEOID03.
 TJ0438
 TJ0438.The dynamic height is computed by dividing the NAVD 88
 TJ0438.geopotential number by the normal gravity value computed on the
 TJ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0438.degrees latitude (g = 980.6199 gals.).
 TJ0438
 TJ0438.The modeled gravity was interpolated from observed gravity values.
 TJ0438
 TJ0438;                    North         East    Units  Estimated Accuracy
 TJ0438;SPC MT       -   505,740.      720,380.      MT  (+/- 180 meters Scaled)
 TJ0438
 TJ0438                          SUPERSEDED SURVEY CONTROL
 TJ0438
 TJ0438.No superseded survey control is available for this station.
 TJ0438
 TJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ898080(NAD 83)
 TJ0438_MARKER: DB = BENCH MARK DISK
 TJ0438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TJ0438_SP_SET: ALUMINUM ALLOY ROD
 TJ0438_STAMPING: 67 REB 1979
 TJ0438_PROJECTION: RECESSED 5 CENTIMETERS
 TJ0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0438_ROD/PIPE-DEPTH: 4.57 meters
 TJ0438
 TJ0438  HISTORY     - Date     Condition        Report By
 TJ0438  HISTORY     - 1979     MONUMENTED       USGS
 TJ0438  HISTORY     - 1979     GOOD             NGS
 TJ0438
 TJ0438                          STATION DESCRIPTION
 TJ0438
 TJ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0438'IN LORING.
 TJ0438'IN LORING, 0.05 MILE NORTH OF THE JUNCTION OF THE GREAT NORTHERN
 TJ0438'RAILROAD AND STATE HIGHWAY 242, 121 FEET EAST OF THE CENTER OF THE
 TJ0438'HIGHWAY, 27 FEET NORTHWEST OF AN OLD UNPAINTED WOODEN HOUSE, AND 1
 TJ0438'FOOT WEST OF THE NORTHWEST CORNER OF A SMALL WHITE WOODEN BUILDING
 TJ0438'WITH LETTERING (PATS CAT HOUSE) ON THE NORTH SIDE.
 TJ0438'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TJ0438'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0584 ***********************************************************************
 RX0584  DESIGNATION -  6794
 RX0584  PID         -  RX0584
 RX0584  STATE/COUNTY-  MT/GRANITE
 RX0584  USGS QUAD   -  GEORGETOWN LAKE (1996)
 RX0584
 RX0584                         *CURRENT SURVEY CONTROL
 RX0584  ___________________________________________________________________
 RX0584* NAD 83(1986)-  46 09 28.     (N)    113 21 04.     (W)     SCALED    
 RX0584* NAVD 88     -      2071.501  (meters)    6796.25   (feet)  ADJUSTED  
 RX0584  ___________________________________________________________________
 RX0584  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 RX0584  DYNAMIC HT  -        2070.638 (meters)    6793.42  (feet)  COMP
 RX0584  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 RX0584
 RX0584  VERT ORDER  -  SECOND    CLASS 0
 RX0584
 RX0584.The horizontal coordinates were scaled from a topographic map and have
 RX0584.an estimated accuracy of +/- 6 seconds.
 RX0584
 RX0584.The orthometric height was determined by differential leveling
 RX0584.and adjusted by the National Geodetic Survey in June 1991..
 RX0584
 RX0584.The geoid height was determined by GEOID03.
 RX0584
 RX0584.The dynamic height is computed by dividing the NAVD 88
 RX0584.geopotential number by the normal gravity value computed on the
 RX0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0584.degrees latitude (g = 980.6199 gals.).
 RX0584
 RX0584.The modeled gravity was interpolated from observed gravity values.
 RX0584
 RX0584;                    North         East    Units  Estimated Accuracy
 RX0584;SPC MT       -   219,320.      302,800.      MT  (+/- 180 meters Scaled)
 RX0584
 RX0584                          SUPERSEDED SURVEY CONTROL
 RX0584
 RX0584  NGVD 29 (??/??/92) 2070.188  (m)         6791.94   (f) ADJ UNCH    2 0
 RX0584
 RX0584.Superseded values are not recommended for survey control.
 RX0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0584.See file dsdata.txt to determine how the superseded data were derived.
 RX0584
 RX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS184142(NAD 83)
 RX0584_MARKER: P = PIPE CAP
 RX0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX0584_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX0584_STAMPING: 6794 MSLA
 RX0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0584
 RX0584  HISTORY     - Date     Condition        Report By
 RX0584  HISTORY     - UNK      MONUMENTED       USGS
 RX0584  HISTORY     - 1934     GOOD             NGS
 RX0584
 RX0584                          STATION DESCRIPTION
 RX0584
 RX0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0584'6.0 MI E FROM QUINLANS RANCH.
 RX0584'6.0 MILES EAST ALONG STATE HIGHWAY 38 FROM UNITED STATES GEOLOGICAL
 RX0584'SURVEY BENCH MARK 5623 AT QUINLANS RANCH, GRANITE COUNTY, 2-1/2 MILES
 RX0584'NORTHEAST OF EAST FORK ROCK CREEK, 1.6 MILES SOUTHWEST OF GEORGETOWN
 RX0584'LAKE, AT THE SUMMIT OF A LONG STEEP HILL, AND 15 FEET WEST OF THE
 RX0584'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RX0584'CAP, STAMPED 6794 MSLA AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 RX0584'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0176 ***********************************************************************
 PY0176  DESIGNATION -  6924.77
 PY0176  PID         -  PY0176
 PY0176  STATE/COUNTY-  MT/YELLOWSTONE NAT PARK
 PY0176  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0176
 PY0176                         *CURRENT SURVEY CONTROL
 PY0176  ___________________________________________________________________
 PY0176* NAD 83(1986)-  44 51 25.     (N)    111 03 19.     (W)     SCALED    
 PY0176* NAVD 88     -      2112.548  (meters)    6930.92   (feet)  ADJUSTED  
 PY0176  ___________________________________________________________________
 PY0176  GEOID HEIGHT-          -8.30  (meters)                     GEOID03
 PY0176  DYNAMIC HT  -        2111.401 (meters)    6927.15  (feet)  COMP
 PY0176  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 PY0176
 PY0176  VERT ORDER  -  FIRST     CLASS II
 PY0176
 PY0176.The horizontal coordinates were scaled from a topographic map and have
 PY0176.an estimated accuracy of +/- 6 seconds.
 PY0176
 PY0176.The orthometric height was determined by differential leveling
 PY0176.and adjusted by the National Geodetic Survey in June 1991..
 PY0176
 PY0176.The geoid height was determined by GEOID03.
 PY0176
 PY0176.The dynamic height is computed by dividing the NAVD 88
 PY0176.geopotential number by the normal gravity value computed on the
 PY0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0176.degrees latitude (g = 980.6199 gals.).
 PY0176
 PY0176.The modeled gravity was interpolated from observed gravity values.
 PY0176
 PY0176;                    North         East    Units  Estimated Accuracy
 PY0176;SPC MT       -    68,690.      477,060.      MT  (+/- 180 meters Scaled)
 PY0176
 PY0176                          SUPERSEDED SURVEY CONTROL
 PY0176
 PY0176  NGVD 29 (??/??/92) 2110.968  (m)         6925.73   (f) ADJ UNCH    1 2
 PY0176
 PY0176.Superseded values are not recommended for survey control.
 PY0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0176.See file dsdata.txt to determine how the superseded data were derived.
 PY0176
 PY0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ956670(NAD 83)
 PY0176_MARKER: DD = SURVEY DISK
 PY0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0176_STAMPING: ELEV 6924.77
 PY0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0176+STABILITY: SURFACE MOTION
 PY0176
 PY0176  HISTORY     - Date     Condition        Report By
 PY0176  HISTORY     - UNK      MONUMENTED       MTDH
 PY0176  HISTORY     - 1960     GOOD             NGS
 PY0176
 PY0176                          STATION DESCRIPTION
 PY0176
 PY0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0176'15.15 MI N FROM WEST YELLOWSTONE.
 PY0176'ABOUT 15.15 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0176'RAILROAD STATION AT WEST YELLOWSTONE, NEAR THE MONTANA-WYOMING STATE
 PY0176'LINE, ABOUT 0.1 MILE NORTHEAST OF A BRIDGE CROSSING GRAYLING CREEK, 77
 PY0176'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 PY0176'HIGHWAY, AND IN THE TOP OF A CONCRETE POST MARKED F 76 (3) F 76 (5) U
 PY0176'2, WHICH PROJECTS 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0638 ***********************************************************************
 PY0638  DESIGNATION -  6982.728
 PY0638  PID         -  PY0638
 PY0638  STATE/COUNTY-  MT/BEAVERHEAD
 PY0638  USGS QUAD   -  MOUNT JEFFERSON (1988)
 PY0638
 PY0638                         *CURRENT SURVEY CONTROL
 PY0638  ___________________________________________________________________
 PY0638* NAD 83(1986)-  44 35 50.     (N)    111 32 19.     (W)     SCALED    
 PY0638* NAVD 88     -      2129.253  (meters)    6985.72   (feet)  POSTED    
 PY0638  ___________________________________________________________________
 PY0638  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0638  DYNAMIC HT  -        2128.050 (meters)    6981.78  (feet)  COMP
 PY0638  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 PY0638
 PY0638  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0638
 PY0638.The horizontal coordinates were scaled from a topographic map and have
 PY0638.an estimated accuracy of +/- 6 seconds.
 PY0638
 PY0638.The orthometric height was determined by differential leveling
 PY0638.and adjusted by the National Geodetic Survey in 1992..
 PY0638.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0638.rate of 1.1 thru 2.0 mm/km.
 PY0638
 PY0638.The geoid height was determined by GEOID03.
 PY0638
 PY0638.The dynamic height is computed by dividing the NAVD 88
 PY0638.geopotential number by the normal gravity value computed on the
 PY0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0638.degrees latitude (g = 980.6199 gals.).
 PY0638
 PY0638.The modeled gravity was interpolated from observed gravity values.
 PY0638
 PY0638;                    North         East    Units  Estimated Accuracy
 PY0638;SPC MT       -    40,710.      438,120.      MT  (+/- 180 meters Scaled)
 PY0638
 PY0638                          SUPERSEDED SURVEY CONTROL
 PY0638
 PY0638  NGVD 29 (??/??/92) 2127.836  (m)         6981.08   (f) ADJ UNCH    1 2
 PY0638
 PY0638.Superseded values are not recommended for survey control.
 PY0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0638.See file dsdata.txt to determine how the superseded data were derived.
 PY0638
 PY0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ572383(NAD 83)
 PY0638_MARKER: N = NAIL
 PY0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0638_SP_SET: CATTLE GUARD
 PY0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0638
 PY0638  HISTORY     - Date     Condition        Report By
 PY0638  HISTORY     - UNK      MONUMENTED       USGS
 PY0638  HISTORY     - 1964     GOOD             NGS
 PY0638
 PY0638                          STATION DESCRIPTION
 PY0638
 PY0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0638'12.6 MI SW FROM HENRYS LAKE, ID.
 PY0638'ABOUT 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0638'TO HENRYS LAKE LODGE AT HENRYS LAKE, THENCE 11.05 MILES SOUTHWEST
 PY0638'ALONG A WINDING GRAVELED AND GRADED DIRT ROAD, IN S 24, T 14 S, R 1 E,
 PY0638'8 FEET NORTH OF THE CENTER LINE OF THE ROAD, 196 FEET SOUTH OF BENCH
 PY0638'MARK Y 297, A COPPER NAIL AND WASHER IN THE TOP OF THE NORTHWEST
 PY0638'CORNER OF A WOODEN CATTLE GUARD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE5402 ***********************************************************************
 DE5402  PACS        -  This is a Primary Airport Control Station.
 DE5402  DESIGNATION -  6S8 C
 DE5402  PID         -  DE5402
 DE5402  STATE/COUNTY-  MT/YELLOWSTONE
 DE5402  USGS QUAD   -  LAUREL (1969)
 DE5402
 DE5402                         *CURRENT SURVEY CONTROL
 DE5402  ___________________________________________________________________
 DE5402* NAD 83(1999)-  45 42 12.75280(N)    108 45 45.43251(W)     ADJUSTED  
 DE5402* NAVD 88     -      1063.72   (meters)    3489.9    (feet)  GPS OBS   
 DE5402  ___________________________________________________________________
 DE5402  X           -  -1,435,417.870 (meters)                     COMP
 DE5402  Y           -  -4,225,546.670 (meters)                     COMP
 DE5402  Z           -   4,543,048.947 (meters)                     COMP
 DE5402  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 DE5402  ELLIP HEIGHT-        1050.90  (meters)          (05/24/02) GPS OBS
 DE5402  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 DE5402
 DE5402  HORZ ORDER  -  B
 DE5402  ELLP ORDER  -  FIRST     CLASS I
 DE5402
 DE5402.This mark is at Laurel Municipal Airport (6S8)
 DE5402
 DE5402.The horizontal coordinates were established by GPS observations
 DE5402.and adjusted by the National Geodetic Survey in May 2002..
 DE5402.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE5402.DATUM ITEM on the data sheet items page.
 DE5402
 DE5402.The orthometric height was determined by GPS observations and a
 DE5402.high-resolution geoid model.
 DE5402
 DE5402.GPS derived orthometric heights for airport stations designated as
 DE5402.PACS or SACS are published to 2 decimal places.  This maintains
 DE5402.centimeter relative accuracy between the PACS and SACS.  It does
 DE5402.not indicate centimeter accuracy relative to other marks which are
 DE5402.part of the NAVD 88 network.
 DE5402
 DE5402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5402
 DE5402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5402
 DE5402.The ellipsoidal height was determined by GPS observations
 DE5402.and is referenced to NAD 83.
 DE5402
 DE5402.The geoid height was determined by GEOID03.
 DE5402
 DE5402;                    North         East     Units Scale Factor Converg.
 DE5402;SPC MT       -   161,810.735   657,403.251   MT  0.99965062   +0 32 21.8
 DE5402;SPC MT       -   530,875.11  2,156,834.81   iFT  0.99965062   +0 32 21.8
 DE5402;UTM  12      - 5,063,544.420   674,167.374   MT  0.99997295   +1 36 06.4
 DE5402
 DE5402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5402!SPC MT       -   0.99983527  x   0.99965062  =   0.99948595
 DE5402!UTM  12      -   0.99983527  x   0.99997295  =   0.99980823
 DE5402
 DE5402                          SUPERSEDED SURVEY CONTROL
 DE5402
 DE5402.No superseded survey control is available for this station.
 DE5402
 DE5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7416763544(NAD 83)
 DE5402_MARKER: I = METAL ROD
 DE5402_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE5402_STAMPING: 6S8 C 2001
 DE5402_MARK LOGO: NGS   
 DE5402_PROJECTION: FLUSH
 DE5402_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5402+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001
 DE5402_ROD/PIPE-DEPTH:  3.8 meters
 DE5402_SLEEVE-DEPTH  : 0.90 meters
 DE5402
 DE5402  HISTORY     - Date     Condition        Report By
 DE5402  HISTORY     - 20010709 MONUMENTED       NGS
 DE5402  HISTORY     - 20010709 GOOD             NGS
 DE5402
 DE5402                          STATION DESCRIPTION
 DE5402
 DE5402'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 DE5402'THE STATION IS LOCATED ABOUT 1.5 MI NORTH OF LAUREL AT THE LAUREL
 DE5402'MUNICIPAL AIRPORT, NEAR MIDFIELD, ON HIGH GROUND, JUST NORTH OF A
 DE5402'CUTBANK AND IN LINE WITH THE THE SOUTHWEST FACE OF THE OFFICE AND
 DE5402'MAIN HANGAR.  OWNERSHIP--CITY OF LAUREL AND LAUREL AIRPRT
 DE5402'AUTHORITY, P.O. BOX 10, LAUREL, MT 59044.  AIRPORT MANAGER IS JOHN
 DE5402'SMITH.  PHONE 406-628-6273.  CONTACT HIM FOR PERMISSION TO OCCUPY
 DE5402'THIS STATION AND ACCESS THROUGH THE LOCKED GATE.
 DE5402'TO RACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND 72ND
 DE5402'STREET WEST (EXIT 437) NEAR THE EAST SIDE OF LAUREL, GO EAST, THEN
 DE5402'NORTH ON 72ND STREET WEST FOR 1.15 MI TO A PAVED CROSSROAD.  TURN
 DE5402'LEFT, WEST, ON THE LAUREL AIRPORTROAD FOR 2.9 MI TO THE AIRPORT
 DE5402'ENTRANCE ON THE RIGHT (FOX ROAD).  TURN RIGHT, NORTH, ON THE ROAD
 DE5402'FOR 0.25 MI TO A GATE NAR THE EAST SIDE OF THE MAIN HANGAR.  PASS
 DE5402'THOUGH THE GATE, THEN TURN LEFT, NORTHWEST, FOR 0.1 MI TO THE
 DE5402'PARALLEL TAXI.  TURN RIGHT, NORTHEAST, ALONG THE TAI FOR 0.05 MI TO A
 DE5402'CONNECTOR TAXI ON THE LEFT.  TURN LEFT, NORTHWEST, ALONG THE TAXI
 DE5402'CROSSING THE RUNWAY FOR. 0.1 MI.  TURN LEFT, SOUTHWEST, ALONG THE
 DE5402'TAXI FOR 0.1 MI TO THE STATION ON THE RIGHT.
 DE5402'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN
 DE5402'A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 DE5402'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 DE5402'GROUND.  IT IS 317.3 FT NORTHWEST OF AND ABOUT 3 M HIGHER THAN THE
 DE5402'CENTER OF THE RUNWAY, 223.2 FT EAST-NORTHEAST OF A WINDSOCK, 202.4
 DE5402'FT WEST-NORTHWEST OF THE WEST LEG OF THE NORTHWEST 1 OF 2 PAPIS,
 DE5402'AND 3.7 FT SOUTHEAST OF A FIBERGLASS WITNESS POST.
 DE5402'NOTE--THIS IS THE PRIM ARY AIRPORT CONTROL STATION (PACS).
 DE5402'
 DE5402
 DE5402                          STATION RECOVERY (2001)
 DE5402
 DE5402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 DE5402'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE5418 ***********************************************************************
 DE5418  SACS        -  This is a Secondary Airport Control Station.
 DE5418  DESIGNATION -  6S8 D
 DE5418  PID         -  DE5418
 DE5418  STATE/COUNTY-  MT/YELLOWSTONE
 DE5418  USGS QUAD   -  MOSSMAIN (1969)
 DE5418
 DE5418                         *CURRENT SURVEY CONTROL
 DE5418  ___________________________________________________________________
 DE5418* NAD 83(1999)-  45 42 40.16542(N)    108 44 55.71586(W)     ADJUSTED  
 DE5418* NAVD 88     -      1052.80   (meters)    3454.1    (feet)  GPS OBS   
 DE5418  ___________________________________________________________________
 DE5418  X           -  -1,434,202.129 (meters)                     COMP
 DE5418  Y           -  -4,225,311.552 (meters)                     COMP
 DE5418  Z           -   4,543,632.220 (meters)                     COMP
 DE5418  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 DE5418  ELLIP HEIGHT-        1039.95  (meters)          (05/24/02) GPS OBS
 DE5418  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 DE5418
 DE5418  HORZ ORDER  -  FIRST
 DE5418  ELLP ORDER  -  SECOND    CLASS I
 DE5418
 DE5418.This mark is at Laurel Municipal Airport (6S8)
 DE5418
 DE5418.The horizontal coordinates were established by GPS observations
 DE5418.and adjusted by the National Geodetic Survey in May 2002..
 DE5418.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE5418.DATUM ITEM on the data sheet items page.
 DE5418
 DE5418.The orthometric height was determined by GPS observations and a
 DE5418.high-resolution geoid model.
 DE5418
 DE5418.GPS derived orthometric heights for airport stations designated as
 DE5418.PACS or SACS are published to 2 decimal places.  This maintains
 DE5418.centimeter relative accuracy between the PACS and SACS.  It does
 DE5418.not indicate centimeter accuracy relative to other marks which are
 DE5418.part of the NAVD 88 network.
 DE5418
 DE5418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5418
 DE5418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5418
 DE5418.The ellipsoidal height was determined by GPS observations
 DE5418.and is referenced to NAD 83.
 DE5418
 DE5418.The geoid height was determined by GEOID03.
 DE5418
 DE5418;                    North         East     Units Scale Factor Converg.
 DE5418;SPC MT       -   162,666.947   658,470.194   MT  0.99964764   +0 32 58.2
 DE5418;SPC MT       -   533,684.21  2,160,335.28   iFT  0.99964764   +0 32 58.2
 DE5418;UTM  12      - 5,064,420.551   675,218.601   MT  0.99997746   +1 36 42.7
 DE5418
 DE5418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5418!SPC MT       -   0.99983699  x   0.99964764  =   0.99948469
 DE5418!UTM  12      -   0.99983699  x   0.99997746  =   0.99981445
 DE5418
 DE5418                          SUPERSEDED SURVEY CONTROL
 DE5418
 DE5418.No superseded survey control is available for this station.
 DE5418
 DE5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7521964421(NAD 83)
 DE5418_MARKER: DH = HORIZONTAL CONTROL DISK
 DE5418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5418_STAMPING: 6S8 D 2001
 DE5418_MARK LOGO: NGS   
 DE5418_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5418+STABILITY: SURFACE MOTION
 DE5418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5418+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001
 DE5418
 DE5418  HISTORY     - Date     Condition        Report By
 DE5418  HISTORY     - 20010709 MONUMENTED       NGS
 DE5418
 DE5418                          STATION DESCRIPTION
 DE5418
 DE5418'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 DE5418'THE STATION IS LOCATED ABOUT 1.5 MI NORTH OF LAUREL AT THE LAUREL
 DE5418'MUNICIPAL AIRPORT, IN THE NORTHEAST PART OF THE AIRFIELD,
 DE5418'ADJACENT TO A WINDSOCK AND IN LINE WITH RUNWAY END 22.
 DE5418'OWNERSHIP--CITY OF LAUREL AND LAUREL AIRPRT AUTHORITY, P.O. BOX 10,
 DE5418'LAUREL, MT 59044.  AIRPORT MANAGER IS JOHN SMITH.  PHONE 406-628-6273.
 DE5418'CONTACT HIM FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS
 DE5418'THROUGH THE LOCKE GATE.
 DE5418'TO RACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND 72ND
 DE5418'STREET WEST (EXIT 437) NEAR THE EAST SIDE OF LAUREL, GO EAST, THEN
 DE5418'NORTH ON 72ND STREET WEST FOR 1.15 MI TO A PAVED CROSSROAD.  TURN
 DE5418'LEFT, WEST, ON THE LAUREL AIRPORTROAD FOR 2.9 MI TO THE AIRPORT
 DE5418'ENTRANCE ON THE RIGHT (FOX ROAD).  TURN RIGHT, NORTH, ON THE ROAD
 DE5418'FOR 0.25 MI TO A GATE NAR THE EAST SIDE OF THE MAIN HANGAR.  PASS
 DE5418'THOUGH THE GATE, THEN TURN LEFT, NORTHWEST, FOR 0.1 MI TO THE
 DE5418'PARALLEL TAXI.  TURN RIGHT, NORTHEAST, ALONG THE TAXI FOR 0.05 MI TO
 DE5418'A CONNECTOR TAXI ON THE LEFT.  TURN LEFT, NORTHWEST, ALONG THE
 DE5418'TAXI CROSSING THE RUNWAY FOR. 0.1 MI.  TURN RIGHT, NORTHEAST, ALONG
 DE5418'THE TAXI FOR 0.1 MI TO THE STATION ON THE LEFT.
 DE5418'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET
 DE5418'FLUSH WITH THE GROUND.  IT IS 197.0 FT NORTHWEST OF AND ABOUT
 DE5418'0.5 M LOWER THANTHE RUNWAY CENTER, 151.3 FT WEST-SOUTHWEST OF
 DE5418'THE CENTER 1 OF 3 BRACED FENCE POSTS, 150.2 FT NORTHWEST OF THE
 DE5418'NORTHWEST 1OF 3 THRESHOLD LIGHTS, 149.9 FT NORTH OF THE TOP
 DE5418'CENTER OF A ROUND CONCRETE CULVERT, 53.0 FT SOUTHWEST OF A
 DE5418'WINDSOCK, AND 3.0 FT NORTHEAST OF A FIBERGLASS WITNESS POST.
 DE5418'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DE5418'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE5419 ***********************************************************************
 DE5419  SACS        -  This is a Secondary Airport Control Station.
 DE5419  DESIGNATION -  6S8 E
 DE5419  PID         -  DE5419
 DE5419  STATE/COUNTY-  MT/YELLOWSTONE
 DE5419  USGS QUAD   -  LAUREL (1969)
 DE5419
 DE5419                         *CURRENT SURVEY CONTROL
 DE5419  ___________________________________________________________________
 DE5419* NAD 83(1999)-  45 42 28.97882(N)    108 45 14.52883(W)     ADJUSTED  
 DE5419* NAVD 88     -      1055.92   (meters)    3464.3    (feet)  GPS OBS   
 DE5419  ___________________________________________________________________
 DE5419  X           -  -1,434,667.706 (meters)                     COMP
 DE5419  Y           -  -4,225,416.934 (meters)                     COMP
 DE5419  Z           -   4,543,393.256 (meters)                     COMP
 DE5419  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 DE5419  ELLIP HEIGHT-        1043.09  (meters)          (05/24/02) GPS OBS
 DE5419  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 DE5419
 DE5419  HORZ ORDER  -  FIRST
 DE5419  ELLP ORDER  -  SECOND    CLASS I
 DE5419
 DE5419.This mark is at Laurel Municipal Airport (6S8)
 DE5419
 DE5419.The horizontal coordinates were established by GPS observations
 DE5419.and adjusted by the National Geodetic Survey in May 2002..
 DE5419.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE5419.DATUM ITEM on the data sheet items page.
 DE5419
 DE5419.The orthometric height was determined by GPS observations and a
 DE5419.high-resolution geoid model.
 DE5419
 DE5419.GPS derived orthometric heights for airport stations designated as
 DE5419.PACS or SACS are published to 2 decimal places.  This maintains
 DE5419.centimeter relative accuracy between the PACS and SACS.  It does
 DE5419.not indicate centimeter accuracy relative to other marks which are
 DE5419.part of the NAVD 88 network.
 DE5419
 DE5419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5419
 DE5419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5419
 DE5419.The ellipsoidal height was determined by GPS observations
 DE5419.and is referenced to NAD 83.
 DE5419
 DE5419.The geoid height was determined by GEOID03.
 DE5419
 DE5419;                    North         East     Units Scale Factor Converg.
 DE5419;SPC MT       -   162,317.824   658,066.733   MT  0.99964886   +0 32 44.4
 DE5419;SPC MT       -   532,538.79  2,159,011.59   iFT  0.99964886   +0 32 44.4
 DE5419;UTM  12      - 5,064,063.891   674,821.552   MT  0.99997575   +1 36 29.0
 DE5419
 DE5419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5419!SPC MT       -   0.99983650  x   0.99964886  =   0.99948542
 DE5419!UTM  12      -   0.99983650  x   0.99997575  =   0.99981225
 DE5419
 DE5419                          SUPERSEDED SURVEY CONTROL
 DE5419
 DE5419.No superseded survey control is available for this station.
 DE5419
 DE5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7482264064(NAD 83)
 DE5419_MARKER: DH = HORIZONTAL CONTROL DISK
 DE5419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5419_STAMPING: 6S8 E
 DE5419_MARK LOGO: NGS   
 DE5419_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5419+STABILITY: SURFACE MOTION
 DE5419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5419+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001
 DE5419
 DE5419  HISTORY     - Date     Condition        Report By
 DE5419  HISTORY     - 20010709 MONUMENTED       NGS
 DE5419
 DE5419                          STATION DESCRIPTION
 DE5419
 DE5419'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 DE5419'THE STATION IS LOCATED ABOUT 1.5 MI NORTH OF LAUREL AT THE LAUREL
 DE5419'MUNICIPAL AIRPORT, JUST EAST OF MIDFIELD, AND IN LINE
 DE5419'WITH THE MIDFIELD CONNECT.  OWNERSHIP--CITY OF LAUREL AND LAUREL
 DE5419'AIRPRT AUTHORITY, P.O. BOX 10, LAUREL, MT 59044.  AIRPORT MANAGER IS
 DE5419'JOHN SMITH.  PHONE 406-628-6273.  CONTACT HIM FOR PERMISSION TO
 DE5419'OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKE GATE.
 DE5419'TO RACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND 72ND
 DE5419'STREET WEST (EXIT 437) NEAR THE EAST SIDE OF LAUREL, GO EAST, THEN
 DE5419'NORTH ON 72ND STREET WEST FOR 1.15 MI TO A PAVED CROSSROAD.  TURN
 DE5419'LEFT, WEST, ON THE LAUREL AIRPORTROAD FOR 2.9 MI TO THE AIRPORT
 DE5419'ENTRANCE ON THE RIGHT (FOX ROAD).  TURN RIGHT, NORTH, ON THE ROAD
 DE5419'FOR 0.25 MI TO A GATE NAR THE EAST SIDE OF THE MAIN HANGAR.  PASS
 DE5419'THOUGH THE GATE, THEN TURN LEFT, NORTHWEST, FOR 0.1 MI TO THE
 DE5419'PARALLEL TAXI.  TURN RIGHT, NORTHEAST, ALONG THE TAI FOR 0.05 MI TO A
 DE5419'CONNECTOR TAXI ON THE LEFT.  TURN LEFT, NORTHWEST, ALONG THE TAXI
 DE5419'CROSSING THE RUNWAY FOR. 0.1 MI TO THE STATION.
 DE5419'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET
 DE5419'FLUSH WITH THE GROUND.  IT IS 195.6 FT SOUTHEAST OF AND ABOUT 3 M
 DE5419'LOWER THAN A FENCE, 179.0  FT NORTHWEST OF AND SLIGHTLY LOWER
 DE5419'THAN THE RUNWAY CENTER, 162.0 FT NORTH OF A RUNWAY LIGHT, 160.7 FT
 DE5419'WEST OF A RUNWAY LIGHT, 121.2 FT NORTH OF THE TOP CENTER OF A SMALL
 DE5419'CONCRETE DRAIN,  AND 3.0 FT SOUTHEAST OF A FIBERGLASS WITNESS POST.
 DE5419'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DE5419'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0115 ***********************************************************************
 RW0115  DESIGNATION -  7
 RW0115  PID         -  RW0115
 RW0115  STATE/COUNTY-  MT/MEAGHER
 RW0115  USGS QUAD   -  CATLIN SPRING (1971)
 RW0115
 RW0115                         *CURRENT SURVEY CONTROL
 RW0115  ___________________________________________________________________
 RW0115* NAD 83(1986)-  46 28 28.     (N)    110 54 19.     (W)     SCALED    
 RW0115* NAVD 88     -      1553.844  (meters)    5097.90   (feet)  ADJUSTED  
 RW0115  ___________________________________________________________________
 RW0115  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 RW0115  DYNAMIC HT  -        1553.401 (meters)    5096.45  (feet)  COMP
 RW0115  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 RW0115
 RW0115  VERT ORDER  -  SECOND    CLASS 0
 RW0115
 RW0115.The horizontal coordinates were scaled from a topographic map and have
 RW0115.an estimated accuracy of +/- 6 seconds.
 RW0115
 RW0115.The orthometric height was determined by differential leveling
 RW0115.and adjusted by the National Geodetic Survey in June 1991..
 RW0115
 RW0115.The geoid height was determined by GEOID03.
 RW0115
 RW0115.The dynamic height is computed by dividing the NAVD 88
 RW0115.geopotential number by the normal gravity value computed on the
 RW0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0115.degrees latitude (g = 980.6199 gals.).
 RW0115
 RW0115.The modeled gravity was interpolated from observed gravity values.
 RW0115
 RW0115;                    North         East    Units  Estimated Accuracy
 RW0115;SPC MT       -   248,160.      492,140.      MT  (+/- 180 meters Scaled)
 RW0115
 RW0115                          SUPERSEDED SURVEY CONTROL
 RW0115
 RW0115  NGVD 29 (??/??/92) 1552.732  (m)         5094.25   (f) ADJ UNCH    2 0
 RW0115
 RW0115.Superseded values are not recommended for survey control.
 RW0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0115.See file dsdata.txt to determine how the superseded data were derived.
 RW0115
 RW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS072467(NAD 83)
 RW0115_MARKER: DD = SURVEY DISK
 RW0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0115_STAMPING: CWA7
 RW0115_MARK LOGO: MTGS  
 RW0115_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0115+STABILITY: SURFACE MOTION
 RW0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0115+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1996
 RW0115
 RW0115  HISTORY     - Date     Condition        Report By
 RW0115  HISTORY     - UNK      MONUMENTED       MTGS
 RW0115  HISTORY     - 1934     GOOD             NGS
 RW0115  HISTORY     - 19960118 GOOD             MTDOT
 RW0115  HISTORY     - 19960919 GOOD             MTDOT
 RW0115
 RW0115                          STATION DESCRIPTION
 RW0115
 RW0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RW0115'5.3 MI S FROM WHITE SULPHUR SPRINGS.
 RW0115'5.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, 200
 RW0115'YARDS SOUTH OF THE INTERSECTION OF AN EAST-AND-WEST FENCE AND THE
 RW0115'RIGHT-OF-WAY FENCE, IN FLAT OPEN COUNTRY, AND 54 FEET EAST OF THE
 RW0115'CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 7
 RW0115'AND SET IN THE TOP OF A CONCRETE POST.
 RW0115
 RW0115                          STATION RECOVERY (1996)
 RW0115
 RW0115'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0115'LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF WHITE SULPHUR SPRINGS, 0.1 MI
 RW0115'(0.2 KM) WEST ALONG U.S.  HIGHWAYS 89 AND 12 FROM THE WHITE SULPHUR
 RW0115'SPRINGS POST OFFICE, THEN SOUTH ALONG THE HIGHWAYS FOR 2.85 MI (4.59
 RW0115'KM) TO THE ENTRANCE TO THE AIRPORT, THEN SOUTH 1.8 MI (2.9 KM) TO THE
 RW0115'ENTRANCE TO FORK CREEK RANCH, THEN SOUTH FOR 0.1 MI (0.2 KM) TO THE
 RW0115'STATION ON THE LEFT, 54.8 FT (16.7 M) EAST OF THE CENTER OF THE
 RW0115'HIGHWAY, 4.9 FT (1.5 M) EAST OF A FENCE AND 3.9 FT (1.2 M) NORTHWEST
 RW0115'OF A POWER POLE.
 RW0115
 RW0115                          STATION RECOVERY (1996)
 RW0115
 RW0115'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0115'LOCATED 4.8 MI (7.7 KM) SOUTH OF WHITE SULPHUR SPRINGS.  0.1 MI (0.2
 RW0115'KM) WEST ALONG U.S.  HIGHWAYS 12 AND 89, FROM THE WHITE SPRINGS POST
 RW0115'OFFICE, THEN 2.85 MI (4.59 KM) SOUTH TO THE AIRPORT ENTRANCE AND MILE
 RW0115'MARKER 39, THEN 1.8 MI (2.9 KM) SOUTH TO THE MARK ON THE LEFT ABOUT
 RW0115'0.15 MI (0.24 KM) SOUTH OF AN ENTRANCE TO A PASTURE, 54.8 FT (16.7 M)
 RW0115'EAST OF THE CENTER OF THE HIGHWAY, 4.9 FT (1.5 M) EAST OF A FENCE, 3.9
 RW0115'FT (1.2 M) NORTHWEST OF A POWER POLE AND PROJECTS 12 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0658 ***********************************************************************
 QW0658  DESIGNATION -  7 DHW
 QW0658  PID         -  QW0658
 QW0658  STATE/COUNTY-  MT/YELLOWSTONE
 QW0658  USGS QUAD   -  BADBABY COULEE (1980)
 QW0658
 QW0658                         *CURRENT SURVEY CONTROL
 QW0658  ___________________________________________________________________
 QW0658* NAD 83(1986)-  45 41 46.     (N)    108 17 05.     (W)     SCALED    
 QW0658* NAVD 88     -      1037.587  (meters)    3404.15   (feet)  POSTED    
 QW0658  ___________________________________________________________________
 QW0658  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 QW0658  DYNAMIC HT  -        1037.350 (meters)    3403.37  (feet)  COMP
 QW0658  MODELED GRAV-     980,349.0   (mgal)                       NAVD 88
 QW0658
 QW0658  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0658
 QW0658.The horizontal coordinates were scaled from a topographic map and have
 QW0658.an estimated accuracy of +/- 6 seconds.
 QW0658
 QW0658.The orthometric height was determined by differential leveling
 QW0658.and adjusted by the National Geodetic Survey in 1992..
 QW0658.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0658.rate of 0.0 thru 1.0 mm/km.
 QW0658
 QW0658.The geoid height was determined by GEOID03.
 QW0658
 QW0658.The dynamic height is computed by dividing the NAVD 88
 QW0658.geopotential number by the normal gravity value computed on the
 QW0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0658.degrees latitude (g = 980.6199 gals.).
 QW0658
 QW0658.The modeled gravity was interpolated from observed gravity values.
 QW0658
 QW0658;                    North         East    Units  Estimated Accuracy
 QW0658;SPC MT       -   161,450.      694,620.      MT  (+/- 180 meters Scaled)
 QW0658
 QW0658                          SUPERSEDED SURVEY CONTROL
 QW0658
 QW0658.No superseded survey control is available for this station.
 QW0658
 QW0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR113638(NAD 83)
 QW0658_MARKER: DB = BENCH MARK DISK
 QW0658_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0658_SP_SET: PREFAB CONC. POST IN EARTH
 QW0658_STAMPING: 7 DHW 1967
 QW0658_MARK LOGO: USGS  
 QW0658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0658+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0658
 QW0658  HISTORY     - Date     Condition        Report By
 QW0658  HISTORY     - 1967     MONUMENTED       USGS
 QW0658
 QW0658                          STATION DESCRIPTION
 QW0658
 QW0658'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0658'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 11.7 MILES
 QW0658'SOUTHEAST ALONG U S HIGHWAY 87 TO A T-FENCE HEADING SOUTHWEST, NEAR
 QW0658'THE CORNER OF SECTIONS 32-33-5-4/TOWNSHIP 1-2 SOUTH/RANGE 28 EAST, 56
 QW0658'FEET NORTHWEST AND 3 FEET SOUTHWEST OF A FENCE CORNER, 40 FEET
 QW0658'SOUTHWEST OF THE HIGHWAY, WITNESS SIGN NAILED TO FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB5603 ***********************************************************************
 AB5603  DESIGNATION -  7 JFB
 AB5603  PID         -  AB5603
 AB5603  STATE/COUNTY-  MT/LIBERTY
 AB5603  USGS QUAD   -  BLAIR RANCH (1962)
 AB5603
 AB5603                         *CURRENT SURVEY CONTROL
 AB5603  ___________________________________________________________________
 AB5603* NAD 83(1999)-  48 41 48.62623(N)    111 09 25.98969(W)     ADJUSTED  
 AB5603* NAVD 88     -      1112.3    (meters)    3649.     (feet)  GPS OBS   
 AB5603  ___________________________________________________________________
 AB5603  X           -  -1,522,592.224 (meters)                     COMP
 AB5603  Y           -  -3,934,187.328 (meters)                     COMP
 AB5603  Z           -   4,769,197.927 (meters)                     COMP
 AB5603  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AB5603  ELLIP HEIGHT-        1097.35  (meters)          (05/11/01) GPS OBS
 AB5603  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 AB5603
 AB5603  HORZ ORDER  -  FIRST
 AB5603  ELLP ORDER  -  FIFTH     CLASS II
 AB5603
 AB5603.The horizontal coordinates were established by GPS observations
 AB5603.and adjusted by the National Geodetic Survey in May 2001..
 AB5603.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AB5603.DATUM ITEM on the data sheet items page.
 AB5603
 AB5603.The orthometric height was determined by GPS observations and a
 AB5603.high-resolution geoid model.
 AB5603
 AB5603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5603
 AB5603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5603
 AB5603.The ellipsoidal height was determined by GPS observations
 AB5603.and is referenced to NAD 83.
 AB5603
 AB5603.The geoid height was determined by GEOID03.
 AB5603
 AB5603;                    North         East     Units Scale Factor Converg.
 AB5603;SPC MT       -   495,447.477   478,034.144   MT  0.99982790   -1 12 44.1
 AB5603;SPC MT       - 1,625,483.85  1,568,353.49   iFT  0.99982790   -1 12 44.1
 AB5603;UTM  12      - 5,393,767.806   488,430.952   MT  0.99960164   -0 07 05.2
 AB5603
 AB5603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5603!SPC MT       -   0.99982805  x   0.99982790  =   0.99965598
 AB5603!UTM  12      -   0.99982805  x   0.99960164  =   0.99942976
 AB5603
 AB5603                          SUPERSEDED SURVEY CONTROL
 AB5603
 AB5603  NAD 83(1992)-  48 41 48.62533(N)    111 09 25.98903(W) AD(       ) 1
 AB5603  ELLIP H (07/31/96) 1097.40   (m)                       GP(       ) 4 2
 AB5603
 AB5603.Superseded values are not recommended for survey control.
 AB5603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5603.See file dsdata.txt to determine how the superseded data were derived.
 AB5603
 AB5603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU8843193768(NAD 83)
 AB5603_MARKER: DB = BENCH MARK DISK
 AB5603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5603_STAMPING: 3646 7 JFB 1961
 AB5603_MARK LOGO: USGS  
 AB5603_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5603+STABILITY: SURFACE MOTION
 AB5603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5603+SATELLITE: SATELLITE OBSERVATIONS - 1961
 AB5603
 AB5603  HISTORY     - Date     Condition        Report By
 AB5603  HISTORY     - 1961     MONUMENTED       USGS
 AB5603
 AB5603                          STATION DESCRIPTION
 AB5603
 AB5603'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AB5603'2.15 MI (3.46 KM) WEST ALONG U.S.  HIGHWAY 2 FROM THE POST OFFICE, IN
 AB5603'CHESTER, TO STATE HIGHWAY 409 (WHITLASH ROAD) , 8.75 MI (14.08 KM)
 AB5603'NORTH ALONG STATE HIGHWAY 409, A GRAVEL ROAD, TO THE OLD WHITLASH
 AB5603'FREIGHT ROAD ON THE LEFT, THEN 4.8 MI (7.7 KM) NORTH TO A CROSSROAD,
 AB5603'THEN LEFT AND GO WEST FOR 3.85 MI (6.20 KM) TO A CROSSROAD, WHICH IS
 AB5603'AGAIN THE OLD FREIGHT ROAD, AND THE STATION IN THE SOUTHWEST ANGLE OF
 AB5603'THE JUNCTION, 250 FT (76.2 M) SOUTHWEST OF THE CENTER OF THE JUNCTION,
 AB5603'63.0 FT (19.2 M) SOUTH OF THE CENTER OF THE MAIN ROAD, 33.0 FT (10.1
 AB5603'M) WEST OF THE CENTER OF THE ENTRANCE TO A FIELD, 3.0 FT (0.9 M) SOUTH
 AB5603'OF AN NGS WITNESS POST, 2.8 FT (0.9 M) SOUTH OF A FENCE AND 0.8 FT
 AB5603'(24.4 CM) NORTH OF A STATE DOT WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0395 ***********************************************************************
 QV0395  DESIGNATION -  7 JLP
 QV0395  PID         -  QV0395
 QV0395  STATE/COUNTY-  MT/POWDER RIVER
 QV0395  USGS QUAD   -  REANUS CONE (1995)
 QV0395
 QV0395                         *CURRENT SURVEY CONTROL
 QV0395  ___________________________________________________________________
 QV0395* NAD 83(1986)-  45 14 23.     (N)    106 03 51.     (W)     SCALED    
 QV0395* NAVD 88     -      1094.069  (meters)    3589.46   (feet)  ADJUSTED  
 QV0395  ___________________________________________________________________
 QV0395  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 QV0395  DYNAMIC HT  -        1093.763 (meters)    3588.45  (feet)  COMP
 QV0395  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 QV0395
 QV0395  VERT ORDER  -  THIRD
 QV0395
 QV0395.The horizontal coordinates were scaled from a topographic map and have
 QV0395.an estimated accuracy of +/- 6 seconds.
 QV0395
 QV0395.The orthometric height was determined by differential leveling
 QV0395.and adjusted by the National Geodetic Survey in June 1991..
 QV0395
 QV0395.The geoid height was determined by GEOID03.
 QV0395
 QV0395.The dynamic height is computed by dividing the NAVD 88
 QV0395.geopotential number by the normal gravity value computed on the
 QV0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0395.degrees latitude (g = 980.6199 gals.).
 QV0395
 QV0395.The modeled gravity was interpolated from observed gravity values.
 QV0395
 QV0395;                    North         East    Units  Estimated Accuracy
 QV0395;SPC MT       -   115,920.      869,650.      MT  (+/- 180 meters Scaled)
 QV0395
 QV0395                          SUPERSEDED SURVEY CONTROL
 QV0395
 QV0395.No superseded survey control is available for this station.
 QV0395
 QV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL164101(NAD 83)
 QV0395_MARKER: DB = BENCH MARK DISK
 QV0395_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0395_SP_SET: PREFAB CONC. POST IN EARTH
 QV0395_STAMPING: 7 JLP 1966
 QV0395_MARK LOGO: USGS  
 QV0395_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0395+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0395
 QV0395  HISTORY     - Date     Condition        Report By
 QV0395  HISTORY     - 1966     MONUMENTED       USGS
 QV0395
 QV0395                          STATION DESCRIPTION
 QV0395
 QV0395'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0395'FROM BIRNEY, MONTANA, PROCEED 27.2 MILES SOUTH AND EAST ALONG A ROAD,
 QV0395'6.8 MILES SOUTH AND EAST FROM HOWE RANGER STATION, 0.4 MILES
 QV0395'SOUTHEAST OF SOME RANCH BUILDINGS, 500 FEET NORTHWEST OF A BEND IN
 QV0395'THE ROAD, IN THE SOUTHEAST CORNER OF SECTION 11/TOWNSHIP 7
 QV0395'SOUTH/RANGE 46 EAST, ON A SMALL HILL, 34 FEET SOUTHWEST AND 2.6 FEET
 QV0395'HIGHER THAN THE ROAD, 1 FOOT NORTHEAST OF A RIGHT-OF-WAY FENCE,
 QV0395'PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0633 ***********************************************************************
 RU0633  DESIGNATION -  7 JRP
 RU0633  PID         -  RU0633
 RU0633  STATE/COUNTY-  MT/ROSEBUD
 RU0633  USGS QUAD   -  INDIAN CREEK (1971)
 RU0633
 RU0633                         *CURRENT SURVEY CONTROL
 RU0633  ___________________________________________________________________
 RU0633* NAD 83(1986)-  46 09 40.     (N)    106 16 40.     (W)     SCALED    
 RU0633* NAVD 88     -       831.760  (meters)    2728.87   (feet)  ADJUSTED  
 RU0633  ___________________________________________________________________
 RU0633  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 RU0633  DYNAMIC HT  -         831.656 (meters)    2728.52  (feet)  COMP
 RU0633  MODELED GRAV-     980,461.5   (mgal)                       NAVD 88
 RU0633
 RU0633  VERT ORDER  -  THIRD
 RU0633
 RU0633.The horizontal coordinates were scaled from a topographic map and have
 RU0633.an estimated accuracy of +/- 6 seconds.
 RU0633
 RU0633.The orthometric height was determined by differential leveling
 RU0633.and adjusted by the National Geodetic Survey in June 1991..
 RU0633
 RU0633.The geoid height was determined by GEOID03.
 RU0633
 RU0633.The dynamic height is computed by dividing the NAVD 88
 RU0633.geopotential number by the normal gravity value computed on the
 RU0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0633.degrees latitude (g = 980.6199 gals.).
 RU0633
 RU0633.The modeled gravity was interpolated from observed gravity values.
 RU0633
 RU0633;                    North         East    Units  Estimated Accuracy
 RU0633;SPC MT       -   217,490.      848,680.      MT  (+/- 180 meters Scaled)
 RU0633
 RU0633                          SUPERSEDED SURVEY CONTROL
 RU0633
 RU0633  NGVD 29 (??/??/92)  831.11   (m)         2726.7    (f) COMPUTED    3 0
 RU0633
 RU0633.Superseded values are not recommended for survey control.
 RU0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0633.See file dsdata.txt to determine how the superseded data were derived.
 RU0633
 RU0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM013127(NAD 83)
 RU0633_MARKER: DB = BENCH MARK DISK
 RU0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0633_SP_SET: COPPER-CLAD STEEL ROD
 RU0633_STAMPING: 7 JRP 1969
 RU0633_MARK LOGO: USGS  
 RU0633_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0633+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0633
 RU0633  HISTORY     - Date     Condition        Report By
 RU0633  HISTORY     - 1969     MONUMENTED       USGS
 RU0633
 RU0633                          STATION DESCRIPTION
 RU0633
 RU0633'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0633'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0633'AND 12, THENCE 9.8 MILES SOUTHEAST ALONG SWEENEY CREEK ROAD, ABOUT
 RU0633'0.2 MILES NORTHEAST OF AN ABANDONED SCHOOLHOUSE, 135 FEET NORTHEAST
 RU0633'OF AND 2 FEET LOWER THAN THE CENTER OF A CATTLEGUARD, 63 FEET EAST
 RU0633'AND 4 FEET LOWER THAN THE CENTER OF THE ROAD, 1.5 FEET WEST OF THE
 RU0633'CORNER OF THE FENCE POST WITH A USGS WITNESS TAG ATTACHED.  A
 RU0633'COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0690 ***********************************************************************
 QW0690  DESIGNATION -  7 JRP
 QW0690  PID         -  QW0690
 QW0690  STATE/COUNTY-  MT/BIG HORN
 QW0690  USGS QUAD   -  PRYOR NW (1967)
 QW0690
 QW0690                         *CURRENT SURVEY CONTROL
 QW0690  ___________________________________________________________________
 QW0690* NAD 83(1986)-  45 26 43.     (N)    108 39 05.     (W)     SCALED    
 QW0690* NAVD 88     -      1357.610  (meters)    4454.09   (feet)  POSTED    
 QW0690  ___________________________________________________________________
 QW0690  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 QW0690  DYNAMIC HT  -        1357.210 (meters)    4452.78  (feet)  COMP
 QW0690  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 QW0690
 QW0690  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0690
 QW0690.The horizontal coordinates were scaled from a topographic map and have
 QW0690.an estimated accuracy of +/- 6 seconds.
 QW0690
 QW0690.The orthometric height was determined by differential leveling
 QW0690.and adjusted by the National Geodetic Survey in 1992..
 QW0690.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0690.rate of 0.0 thru 1.0 mm/km.
 QW0690
 QW0690.The geoid height was determined by GEOID03.
 QW0690
 QW0690.The dynamic height is computed by dividing the NAVD 88
 QW0690.geopotential number by the normal gravity value computed on the
 QW0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0690.degrees latitude (g = 980.6199 gals.).
 QW0690
 QW0690.The modeled gravity was interpolated from observed gravity values.
 QW0690
 QW0690;                    North         East    Units  Estimated Accuracy
 QW0690;SPC MT       -   133,200.      666,370.      MT  (+/- 180 meters Scaled)
 QW0690
 QW0690                          SUPERSEDED SURVEY CONTROL
 QW0690
 QW0690.No superseded survey control is available for this station.
 QW0690
 QW0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR836351(NAD 83)
 QW0690_MARKER: DB = BENCH MARK DISK
 QW0690_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0690_SP_SET: PREFAB CONC. POST IN EARTH
 QW0690_STAMPING: 7 JRP 1967
 QW0690_MARK LOGO: USGS  
 QW0690_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0690+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0690
 QW0690  HISTORY     - Date     Condition        Report By
 QW0690  HISTORY     - 1967     MONUMENTED       USGS
 QW0690
 QW0690                          STATION DESCRIPTION
 QW0690
 QW0690'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0690'FROM EDGAR, MONTANA POST OFFICE, PROCEED 11.1 MILES EAST ALONG PRYOR
 QW0690'ROAD, 500 FEET WEST OF A DRAIN CROSSING, 48 FEET SOUTH AND 2.5 FEET
 QW0690'HIGHER THAN THE ROAD, 16 FEET WEST OF A GATE IN A FENCE, 1 FOOT NORTH
 QW0690'OF THE FENCE, 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0345 ***********************************************************************
 QU0345  DESIGNATION -  7 RCN
 QU0345  PID         -  QU0345
 QU0345  STATE/COUNTY-  MT/CARTER
 QU0345  USGS QUAD   -  CHALK BUTTES (1993)
 QU0345
 QU0345                         *CURRENT SURVEY CONTROL
 QU0345  ___________________________________________________________________
 QU0345* NAD 83(1986)-  45 44 29.     (N)    104 37 50.     (W)     SCALED    
 QU0345* NAVD 88     -      1041.551  (meters)    3417.16   (feet)  ADJUSTED  
 QU0345  ___________________________________________________________________
 QU0345  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 QU0345  DYNAMIC HT  -        1041.335 (meters)    3416.45  (feet)  COMP
 QU0345  MODELED GRAV-     980,372.9   (mgal)                       NAVD 88
 QU0345
 QU0345  VERT ORDER  -  THIRD
 QU0345
 QU0345.The horizontal coordinates were scaled from a topographic map and have
 QU0345.an estimated accuracy of +/- 6 seconds.
 QU0345
 QU0345.The orthometric height was determined by differential leveling
 QU0345.and adjusted by the National Geodetic Survey in June 1991..
 QU0345
 QU0345.The geoid height was determined by GEOID03.
 QU0345
 QU0345.The dynamic height is computed by dividing the NAVD 88
 QU0345.geopotential number by the normal gravity value computed on the
 QU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0345.degrees latitude (g = 980.6199 gals.).
 QU0345
 QU0345.The modeled gravity was interpolated from observed gravity values.
 QU0345
 QU0345;                    North         East    Units  Estimated Accuracy
 QU0345;SPC MT       -   177,520.      978,580.      MT  (+/- 180 meters Scaled)
 QU0345
 QU0345                          SUPERSEDED SURVEY CONTROL
 QU0345
 QU0345.No superseded survey control is available for this station.
 QU0345
 QU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL287653(NAD 83)
 QU0345_MARKER: DB = BENCH MARK DISK
 QU0345_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0345_SP_SET: COPPER-CLAD STEEL ROD
 QU0345_STAMPING: 7 RCN 1973 3415
 QU0345_MARK LOGO: USGS  
 QU0345_PROJECTION: FLUSH
 QU0345_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0345+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0345_ROD/PIPE-DEPTH: 20   meters
 QU0345
 QU0345  HISTORY     - Date     Condition        Report By
 QU0345  HISTORY     - 1973     MONUMENTED       USGS
 QU0345
 QU0345                          STATION DESCRIPTION
 QU0345
 QU0345'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0345'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 14.5 MILES SOUTH ALONG
 QU0345'CHALK BUTTES ROAD, 700 FEET WEST OF A RANCH ROAD FORK, 16 FEET SOUTH
 QU0345'OF THE ROAD AT A GATE, 3.0 FEET NORTHEAST OF THE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0152 ***********************************************************************
 ST0152  DESIGNATION -  7 RDS
 ST0152  PID         -  ST0152
 ST0152  STATE/COUNTY-  MT/TETON
 ST0152  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0152
 ST0152                         *CURRENT SURVEY CONTROL
 ST0152  ___________________________________________________________________
 ST0152* NAD 83(1986)-  47 34 56.     (N)    112 08 15.     (W)     SCALED    
 ST0152* NAVD 88     -      1290.344  (meters)    4233.40   (feet)  ADJUSTED  
 ST0152  ___________________________________________________________________
 ST0152  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 ST0152  DYNAMIC HT  -        1290.187 (meters)    4232.89  (feet)  COMP
 ST0152  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 ST0152
 ST0152  VERT ORDER  -  SECOND    CLASS 0
 ST0152
 ST0152.The horizontal coordinates were scaled from a topographic map and have
 ST0152.an estimated accuracy of +/- 6 seconds.
 ST0152
 ST0152.The orthometric height was determined by differential leveling
 ST0152.and adjusted by the National Geodetic Survey in June 1991..
 ST0152
 ST0152.The geoid height was determined by GEOID03.
 ST0152
 ST0152.The dynamic height is computed by dividing the NAVD 88
 ST0152.geopotential number by the normal gravity value computed on the
 ST0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0152.degrees latitude (g = 980.6199 gals.).
 ST0152
 ST0152.The modeled gravity was interpolated from observed gravity values.
 ST0152
 ST0152;                    North         East    Units  Estimated Accuracy
 ST0152;SPC MT       -   373,610.      401,740.      MT  (+/- 180 meters Scaled)
 ST0152
 ST0152                          SUPERSEDED SURVEY CONTROL
 ST0152
 ST0152  NGVD 29 (??/??/92) 1289.343  (m)         4230.12   (f) ADJ UNCH    2 0
 ST0152
 ST0152.Superseded values are not recommended for survey control.
 ST0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0152.See file dsdata.txt to determine how the superseded data were derived.
 ST0152
 ST0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT144704(NAD 83)
 ST0152_MARKER: DD = SURVEY DISK
 ST0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0152_STAMPING: 7 RDS 1957
 ST0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0152+STABILITY: SURFACE MOTION
 ST0152
 ST0152  HISTORY     - Date     Condition        Report By
 ST0152  HISTORY     - 1957     MONUMENTED       USGS
 ST0152  HISTORY     - 1961     GOOD             NGS
 ST0152
 ST0152                          STATION DESCRIPTION
 ST0152
 ST0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0152'9.0 MI W FROM FAIRFIELD.
 ST0152'9.0 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0152'HIGHWAY 89 AT FAIRFIELD, AT THE T JUNCTION OF A TELEPHONE POLE LINE,
 ST0152'0.05 MILE WEST OF THE INTERSECTION OF A COUNTY ROAD, 48 1/2 FEET SOUTH
 ST0152'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF POWER LINE POLE
 ST0152'17-1, 1.8 FEET NORTH OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST,
 ST0152'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ST0152'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0511 ***********************************************************************
 RU0511  DESIGNATION -  7 RDS
 RU0511  PID         -  RU0511
 RU0511  STATE/COUNTY-  MT/ROSEBUD
 RU0511  USGS QUAD   -  GREBE RANCH (1980)
 RU0511
 RU0511                         *CURRENT SURVEY CONTROL
 RU0511  ___________________________________________________________________
 RU0511* NAD 83(1986)-  46 42 47.     (N)    107 44 47.     (W)     SCALED    
 RU0511* NAVD 88     -       922.098  (meters)    3025.25   (feet)  ADJUSTED  
 RU0511  ___________________________________________________________________
 RU0511  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 RU0511  DYNAMIC HT  -         922.026 (meters)    3025.01  (feet)  COMP
 RU0511  MODELED GRAV-     980,504.3   (mgal)                       NAVD 88
 RU0511
 RU0511  VERT ORDER  -  SECOND    CLASS 0
 RU0511
 RU0511.The horizontal coordinates were scaled from a topographic map and have
 RU0511.an estimated accuracy of +/- 6 seconds.
 RU0511
 RU0511.The orthometric height was determined by differential leveling
 RU0511.and adjusted by the National Geodetic Survey in June 1991..
 RU0511
 RU0511.The geoid height was determined by GEOID03.
 RU0511
 RU0511.The dynamic height is computed by dividing the NAVD 88
 RU0511.geopotential number by the normal gravity value computed on the
 RU0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0511.degrees latitude (g = 980.6199 gals.).
 RU0511
 RU0511.The modeled gravity was interpolated from observed gravity values.
 RU0511
 RU0511;                    North         East    Units  Estimated Accuracy
 RU0511;SPC MT       -   275,200.      733,990.      MT  (+/- 180 meters Scaled)
 RU0511
 RU0511                          SUPERSEDED SURVEY CONTROL
 RU0511
 RU0511  NGVD 29 (??/??/92)  921.46   (m)         3023.2    (f) COMPUTED    2 0
 RU0511
 RU0511.Superseded values are not recommended for survey control.
 RU0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0511.See file dsdata.txt to determine how the superseded data were derived.
 RU0511
 RU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM900769(NAD 83)
 RU0511_MARKER: DB = BENCH MARK DISK
 RU0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0511_SP_SET: CONCRETE POST
 RU0511_STAMPING: 7 RDS 1962
 RU0511_MARK LOGO: USGS  
 RU0511_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0511+STABILITY: SURFACE MOTION
 RU0511
 RU0511  HISTORY     - Date     Condition        Report By
 RU0511  HISTORY     - 1962     MONUMENTED       USGS
 RU0511
 RU0511                          STATION DESCRIPTION
 RU0511
 RU0511'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0511'18.0 KM (11.20 MI) NE FROM MELSTONE.
 RU0511'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0511'THENCE 6.8 MILES NORTH ALONG A GRADED ROAD, IN THE SW 1/4 OF SECTION
 RU0511'7, T. 11 N., R. 32 E., 0.2 MILES NORTHEAST OF THE JUNCTION OF ROAD
 RU0511'NORTHWEST, 54 FEET NORTH OF THE ROAD AT BEND AND SUMMIT OF HILL.
 RU0511'THE MARK IS 0.4 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0977 ***********************************************************************
 TN0977  DESIGNATION -  7 RHM
 TN0977  PID         -  TN0977
 TN0977  STATE/COUNTY-  MT/LINCOLN
 TN0977  USGS QUAD   -  GOLD HILL (1963)
 TN0977
 TN0977                         *CURRENT SURVEY CONTROL
 TN0977  ___________________________________________________________________
 TN0977* NAD 83(1986)-  48 32 52.     (N)    115 32 39.     (W)     SCALED    
 TN0977* NAVD 88     -       877.417  (meters)    2878.66   (feet)  ADJUSTED  
 TN0977  ___________________________________________________________________
 TN0977  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 TN0977  DYNAMIC HT  -         877.459 (meters)    2878.80  (feet)  COMP
 TN0977  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 TN0977
 TN0977  VERT ORDER  -  THIRD
 TN0977
 TN0977.The horizontal coordinates were scaled from a topographic map and have
 TN0977.an estimated accuracy of +/- 6 seconds.
 TN0977
 TN0977.The orthometric height was determined by differential leveling
 TN0977.and adjusted by the National Geodetic Survey in June 1991..
 TN0977
 TN0977.The geoid height was determined by GEOID03.
 TN0977
 TN0977.The dynamic height is computed by dividing the NAVD 88
 TN0977.geopotential number by the normal gravity value computed on the
 TN0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0977.degrees latitude (g = 980.6199 gals.).
 TN0977
 TN0977.The modeled gravity was interpolated from observed gravity values.
 TN0977
 TN0977;                    North         East    Units  Estimated Accuracy
 TN0977;SPC MT       -   494,790.      154,300.      MT  (+/- 180 meters Scaled)
 TN0977
 TN0977                          SUPERSEDED SURVEY CONTROL
 TN0977
 TN0977  NGVD 29 (??/??/92)  876.19   (m)         2874.6    (f) COMPUTED    3 0
 TN0977
 TN0977.Superseded values are not recommended for survey control.
 TN0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0977.See file dsdata.txt to determine how the superseded data were derived.
 TN0977
 TN0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP074782(NAD 83)
 TN0977_MARKER: DB = BENCH MARK DISK
 TN0977_SETTING: 66 = SET IN ROCK OUTCROP
 TN0977_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0977_STAMPING: 7 RHM 1963
 TN0977_MARK LOGO: USGS  
 TN0977_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0977+STABILITY: POSITION/ELEVATION WELL
 TN0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0977+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0977
 TN0977  HISTORY     - Date     Condition        Report By
 TN0977  HISTORY     - 1963     MONUMENTED       USGS
 TN0977
 TN0977                          STATION DESCRIPTION
 TN0977
 TN0977'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0977'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0977'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 12.9
 TN0977'MILES NORTH ALONG ROAD TO A T-ROAD TO CARRIGANS CAMP GROUND, IN THE
 TN0977'SOUTHEAST 1/4 CORNER OF SECTION 10/TOWNSHIP 32 NORTH/RANGE 31 WEST,
 TN0977'98 FEET SOUTH AND 29 FEET WEST AND 2 FEET LOWER THAN A T-JUNCTION
 TN0977'WEST, IN THE TOP OF AN EMBEDDED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1075 ***********************************************************************
 SU1075  DESIGNATION -  7 RHM
 SU1075  PID         -  SU1075
 SU1075  STATE/COUNTY-  MT/FLATHEAD
 SU1075  USGS QUAD   -  BEND (1966)
 SU1075
 SU1075                         *CURRENT SURVEY CONTROL
 SU1075  ___________________________________________________________________
 SU1075* NAD 83(1986)-  47 52 40.     (N)    115 00 49.     (W)     SCALED    
 SU1075* NAVD 88     -       987.886  (meters)    3241.09   (feet)  ADJUSTED  
 SU1075  ___________________________________________________________________
 SU1075  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SU1075  DYNAMIC HT  -         987.848 (meters)    3240.96  (feet)  COMP
 SU1075  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 SU1075
 SU1075  VERT ORDER  -  THIRD
 SU1075
 SU1075.The horizontal coordinates were scaled from a topographic map and have
 SU1075.an estimated accuracy of +/- 6 seconds.
 SU1075
 SU1075.The orthometric height was determined by differential leveling
 SU1075.and adjusted by the National Geodetic Survey in June 1991..
 SU1075
 SU1075.The geoid height was determined by GEOID03.
 SU1075
 SU1075.The dynamic height is computed by dividing the NAVD 88
 SU1075.geopotential number by the normal gravity value computed on the
 SU1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1075.degrees latitude (g = 980.6199 gals.).
 SU1075
 SU1075.The modeled gravity was interpolated from observed gravity values.
 SU1075
 SU1075;                    North         East    Units  Estimated Accuracy
 SU1075;SPC MT       -   417,620.      188,120.      MT  (+/- 180 meters Scaled)
 SU1075
 SU1075                          SUPERSEDED SURVEY CONTROL
 SU1075
 SU1075  NGVD 29 (??/??/92)  986.69   (m)         3237.2    (f) COMPUTED    3 0
 SU1075
 SU1075.Superseded values are not recommended for survey control.
 SU1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1075.See file dsdata.txt to determine how the superseded data were derived.
 SU1075
 SU1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP485046(NAD 83)
 SU1075_MARKER: DB = BENCH MARK DISK
 SU1075_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1075_SP_SET: PREFAB CONC. POST IN EARTH
 SU1075_STAMPING: 7 RHM 1964
 SU1075_MARK LOGO: USGS  
 SU1075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1075+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1075
 SU1075  HISTORY     - Date     Condition        Report By
 SU1075  HISTORY     - 1964     MONUMENTED       USGS
 SU1075
 SU1075                          STATION DESCRIPTION
 SU1075
 SU1075'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1075'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1075'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 14.3 MILES
 SU1075'SOUTH ALONG THOMPSON RIVER ROAD TO A Y-JUNCTION OF A DIM ROAD
 SU1075'NORTHWEST, 2.0 MILES SOUTH OF BEND GUARD STATION, 80 FEET NORTH OF
 SU1075'Y-JUNCTION AND 34 FEET EAST OF MAIN ROAD AND 5 FEET HIGHER THAN THE
 SU1075'Y-JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0696 ***********************************************************************
 TL0696  DESIGNATION -  7 WCA
 TL0696  PID         -  TL0696
 TL0696  STATE/COUNTY-  MT/LIBERTY
 TL0696  USGS QUAD   -  CHESTER NE (1963)
 TL0696
 TL0696                         *CURRENT SURVEY CONTROL
 TL0696  ___________________________________________________________________
 TL0696* NAD 83(1986)-  48 43 34.     (N)    110 46 18.     (W)     SCALED    
 TL0696* NAVD 88     -       983.240  (meters)    3225.85   (feet)  ADJUSTED  
 TL0696  ___________________________________________________________________
 TL0696  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 TL0696  DYNAMIC HT  -         983.339 (meters)    3226.17  (feet)  COMP
 TL0696  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 TL0696
 TL0696  VERT ORDER  -  THIRD
 TL0696
 TL0696.The horizontal coordinates were scaled from a topographic map and have
 TL0696.an estimated accuracy of +/- 6 seconds.
 TL0696
 TL0696.The orthometric height was determined by differential leveling
 TL0696.and adjusted by the National Geodetic Survey in June 1991..
 TL0696
 TL0696.The geoid height was determined by GEOID03.
 TL0696
 TL0696.The dynamic height is computed by dividing the NAVD 88
 TL0696.geopotential number by the normal gravity value computed on the
 TL0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0696.degrees latitude (g = 980.6199 gals.).
 TL0696
 TL0696.The modeled gravity was interpolated from observed gravity values.
 TL0696
 TL0696;                    North         East    Units  Estimated Accuracy
 TL0696;SPC MT       -   498,170.      506,460.      MT  (+/- 180 meters Scaled)
 TL0696
 TL0696                          SUPERSEDED SURVEY CONTROL
 TL0696
 TL0696  NGVD 29 (??/??/92)  982.40   (m)         3223.1    (f) COMPUTED    3 0
 TL0696
 TL0696.Superseded values are not recommended for survey control.
 TL0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0696.See file dsdata.txt to determine how the superseded data were derived.
 TL0696
 TL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU167970(NAD 83)
 TL0696_MARKER: DB = BENCH MARK DISK
 TL0696_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0696_SP_SET: PREFAB CONC. POST IN EARTH
 TL0696_STAMPING: 7 WCA 1963 3223
 TL0696_MARK LOGO: USGS  
 TL0696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0696+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0696
 TL0696  HISTORY     - Date     Condition        Report By
 TL0696  HISTORY     - 1963     MONUMENTED       USGS
 TL0696
 TL0696                          STATION DESCRIPTION
 TL0696
 TL0696'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0696'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 11.6 MILES NORTH
 TL0696'ALONG JOPLIN ROAD, IN THE NORTHWEST CORNER OF SECTION 12/TOWNSHIP 34
 TL0696'NORTH/RANGE 7 EAST, 22 FEET SOUTH OF AN EAST-WEST FIELD ROAD AND 148
 TL0696'FEET EAST OF A NORTH-SOUTH ROAD, 4.8 FEET LOWER THAN T-ROAD EAST, IN
 TL0696'AN EAST-WEST FIELD LINE, PROJECTING 0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0188 ***********************************************************************
 PY0188  DESIGNATION -  7 WG
 PY0188  PID         -  PY0188
 PY0188  STATE/COUNTY-  MT/GALLATIN
 PY0188  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0188
 PY0188                         *CURRENT SURVEY CONTROL
 PY0188  ___________________________________________________________________
 PY0188* NAD 83(1986)-  44 48 16.     (N)    111 06 33.     (W)     SCALED    
 PY0188* NAVD 88     -      2047.339  (meters)    6716.98   (feet)  ADJUSTED  
 PY0188  ___________________________________________________________________
 PY0188  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0188  DYNAMIC HT  -        2046.203 (meters)    6713.25  (feet)  COMP
 PY0188  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 PY0188
 PY0188  VERT ORDER  -  FIRST     CLASS II
 PY0188
 PY0188.The horizontal coordinates were scaled from a topographic map and have
 PY0188.an estimated accuracy of +/- 6 seconds.
 PY0188
 PY0188.The orthometric height was determined by differential leveling
 PY0188.and adjusted by the National Geodetic Survey in June 1991..
 PY0188
 PY0188.The geoid height was determined by GEOID03.
 PY0188
 PY0188.The dynamic height is computed by dividing the NAVD 88
 PY0188.geopotential number by the normal gravity value computed on the
 PY0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0188.degrees latitude (g = 980.6199 gals.).
 PY0188
 PY0188.The modeled gravity was interpolated from observed gravity values.
 PY0188
 PY0188;                    North         East    Units  Estimated Accuracy
 PY0188;SPC MT       -    62,940.      472,690.      MT  (+/- 180 meters Scaled)
 PY0188
 PY0188                          SUPERSEDED SURVEY CONTROL
 PY0188
 PY0188  NGVD 29 (??/??/92) 2045.736  (m)         6711.72   (f) ADJ UNCH    1 2
 PY0188
 PY0188.Superseded values are not recommended for survey control.
 PY0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0188.See file dsdata.txt to determine how the superseded data were derived.
 PY0188
 PY0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ913612(NAD 83)
 PY0188_MARKER: DD = SURVEY DISK
 PY0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0188_STAMPING: WG NO 7 6709.8 1932
 PY0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0188+STABILITY: SURFACE MOTION
 PY0188
 PY0188  HISTORY     - Date     Condition        Report By
 PY0188  HISTORY     - 1932     MONUMENTED       BPR
 PY0188  HISTORY     - 1960     GOOD             NGS
 PY0188  HISTORY     - 1980     MARK NOT FOUND   USGS
 PY0188
 PY0188                          STATION DESCRIPTION
 PY0188
 PY0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0188'10.45 MI N FROM WEST YELLOWSTONE.
 PY0188'ABOUT 10.45 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0188'RAILROAD STATION AT WEST YELLOWSTONE, 0.2 MILE NORTH OF THE BRIDGE
 PY0188'OVER GRAYLING CREEK, 66 FEET NORTHWEST OF THE CENTER LINE OF THE
 PY0188'HIGHWAY, 52 FEET NORTHWEST OF THE NORTHWEST END OF A 16-INCH TUBULAR
 PY0188'CULVERT, ABOUT 2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 PY0188'POST PROJECTING 18 INCHES.
 PY0188
 PY0188                          STATION RECOVERY (1980)
 PY0188
 PY0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0720 ***********************************************************************
 SU0720  DESIGNATION -  7 WR
 SU0720  PID         -  SU0720
 SU0720  STATE/COUNTY-  MT/LAKE
 SU0720  USGS QUAD   -  FORT CONNAH (1964)
 SU0720
 SU0720                         *CURRENT SURVEY CONTROL
 SU0720  ___________________________________________________________________
 SU0720* NAD 83(1986)-  47 27 27.     (N)    114 05 50.     (W)     SCALED    
 SU0720* NAVD 88     -       931.167  (meters)    3055.00   (feet)  ADJUSTED  
 SU0720  ___________________________________________________________________
 SU0720  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 SU0720  DYNAMIC HT  -         931.106 (meters)    3054.80  (feet)  COMP
 SU0720  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 SU0720
 SU0720  VERT ORDER  -  FIRST     CLASS II
 SU0720
 SU0720.The horizontal coordinates were scaled from a topographic map and have
 SU0720.an estimated accuracy of +/- 6 seconds.
 SU0720
 SU0720.The orthometric height was determined by differential leveling
 SU0720.and adjusted by the National Geodetic Survey in June 1991..
 SU0720
 SU0720.The geoid height was determined by GEOID03.
 SU0720
 SU0720.The dynamic height is computed by dividing the NAVD 88
 SU0720.geopotential number by the normal gravity value computed on the
 SU0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0720.degrees latitude (g = 980.6199 gals.).
 SU0720
 SU0720.The modeled gravity was interpolated from observed gravity values.
 SU0720
 SU0720;                    North         East    Units  Estimated Accuracy
 SU0720;SPC MT       -   366,570.      253,750.      MT  (+/- 180 meters Scaled)
 SU0720
 SU0720                          SUPERSEDED SURVEY CONTROL
 SU0720
 SU0720.No superseded survey control is available for this station.
 SU0720
 SU0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN187600(NAD 83)
 SU0720_MARKER: DB = BENCH MARK DISK
 SU0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0720_SP_SET: CONCRETE POST
 SU0720_STAMPING: 7 WR 1960
 SU0720_PROJECTION: PROJECTING 10 CENTIMETERS
 SU0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0720+STABILITY: SURFACE MOTION
 SU0720
 SU0720  HISTORY     - Date     Condition        Report By
 SU0720  HISTORY     - 1960     MONUMENTED       USGS
 SU0720  HISTORY     - 1979     GOOD             NGS
 SU0720
 SU0720                          STATION DESCRIPTION
 SU0720
 SU0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0720'5.0 MI SOUTH FROM RONAN.
 SU0720'5.05 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH STATE
 SU0720'HIGHWAY 211 IN RONAN, ALSO 4.85 MILES NORTHEAST OF CHARLO, SET ON THE
 SU0720'NORTHWEST CORNER OF THE JUNCTION OF STATE HIGHWAY 212 AND U. S.
 SU0720'HIGHWAY 93, 169 FEET NORTH OF THE CENTERLINE OF THE STATE HIGHWAY, 94
 SU0720'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET NORTH OF POWER
 SU0720'POLE NUMBER 269001 AND 14 FEET NORTH OF A SURVEY STATION NUMBER 550.
 SU0720'THIS MARK WAS INCORPORATED INTO THIS LINE FOR A SECONDARY ELEVATION.
 SU0720'THE MARK IS 2 FT  S FROM A WITNESS POST.
 SU0720'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0409 ***********************************************************************
 TJ0409  DESIGNATION -  7 WR
 TJ0409  PID         -  TJ0409
 TJ0409  STATE/COUNTY-  MT/PHILLIPS
 TJ0409  USGS QUAD   -  FANNY HILL (1984)
 TJ0409
 TJ0409                         *CURRENT SURVEY CONTROL
 TJ0409  ___________________________________________________________________
 TJ0409* NAD 83(1986)-  48 33 10.     (N)    107 45 55.     (W)     SCALED    
 TJ0409* NAVD 88     -       680.346  (meters)    2232.10   (feet)  ADJUSTED  
 TJ0409  ___________________________________________________________________
 TJ0409  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0409  DYNAMIC HT  -         680.433 (meters)    2232.39  (feet)  COMP
 TJ0409  MODELED GRAV-     980,717.0   (mgal)                       NAVD 88
 TJ0409
 TJ0409  VERT ORDER  -  FIRST     CLASS II
 TJ0409
 TJ0409.The horizontal coordinates were scaled from a topographic map and have
 TJ0409.an estimated accuracy of +/- 6 seconds.
 TJ0409
 TJ0409.The orthometric height was determined by differential leveling
 TJ0409.and adjusted by the National Geodetic Survey in June 1991..
 TJ0409
 TJ0409.The geoid height was determined by GEOID03.
 TJ0409
 TJ0409.The dynamic height is computed by dividing the NAVD 88
 TJ0409.geopotential number by the normal gravity value computed on the
 TJ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0409.degrees latitude (g = 980.6199 gals.).
 TJ0409
 TJ0409.The modeled gravity was interpolated from observed gravity values.
 TJ0409
 TJ0409;                    North         East    Units  Estimated Accuracy
 TJ0409;SPC MT       -   479,560.      728,020.      MT  (+/- 180 meters Scaled)
 TJ0409
 TJ0409                          SUPERSEDED SURVEY CONTROL
 TJ0409
 TJ0409.No superseded survey control is available for this station.
 TJ0409
 TJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP959814(NAD 83)
 TJ0409_MARKER: DB = BENCH MARK DISK
 TJ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0409_SP_SET: CONCRETE POST
 TJ0409_STAMPING: 7 WR 2230 1968
 TJ0409_PROJECTION: PROJECTING 30 CENTIMETERS
 TJ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0409+STABILITY: SURFACE MOTION
 TJ0409
 TJ0409  HISTORY     - Date     Condition        Report By
 TJ0409  HISTORY     - 1968     MONUMENTED       USGS
 TJ0409  HISTORY     - 1979     GOOD             NGS
 TJ0409
 TJ0409                          STATION DESCRIPTION
 TJ0409
 TJ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0409'15.6 MI NORTH FROM MALTA.
 TJ0409'15.6 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0409'HIGHWAY 2 IN MALTA, AT A GRAVEL ROAD LEADING WEST, 60 FEET WEST OF
 TJ0409'THE CENTER OF THE HIGHWAY, 60 FEET NORTH OF THE CENTER OF THE
 TJ0409'GRAVEL ROAD, 60 FEET SOUTH OF A UTILITY POLE, AND 40 FEET EAST OF A
 TJ0409'FENCE.  NOTE=THE MONUMENT HAS BEEN PAINTED FLUORESCENT ORANGE.
 TJ0409'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TJ0409'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0138 ***********************************************************************
 RW0138  DESIGNATION -  7060.96
 RW0138  PID         -  RW0138
 RW0138  STATE/COUNTY-  MT/CASCADE
 RW0138  USGS QUAD   -  KINGS HILL (1995)
 RW0138
 RW0138                         *CURRENT SURVEY CONTROL
 RW0138  ___________________________________________________________________
 RW0138* NAD 83(1986)-  46 49 34.     (N)    110 41 38.     (W)     SCALED    
 RW0138* NAVD 88     -      2150.644  (meters)    7055.90   (feet)  ADJUSTED  
 RW0138  ___________________________________________________________________
 RW0138  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 RW0138  DYNAMIC HT  -        2149.891 (meters)    7053.43  (feet)  COMP
 RW0138  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 RW0138
 RW0138  VERT ORDER  -  SECOND    CLASS 0
 RW0138
 RW0138.The horizontal coordinates were scaled from a topographic map and have
 RW0138.an estimated accuracy of +/- 6 seconds.
 RW0138
 RW0138.The orthometric height was determined by differential leveling
 RW0138.and adjusted by the National Geodetic Survey in June 1991..
 RW0138
 RW0138.The geoid height was determined by GEOID03.
 RW0138
 RW0138.The dynamic height is computed by dividing the NAVD 88
 RW0138.geopotential number by the normal gravity value computed on the
 RW0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0138.degrees latitude (g = 980.6199 gals.).
 RW0138
 RW0138.The modeled gravity was interpolated from observed gravity values.
 RW0138
 RW0138;                    North         East    Units  Estimated Accuracy
 RW0138;SPC MT       -   286,950.      508,960.      MT  (+/- 180 meters Scaled)
 RW0138
 RW0138                          SUPERSEDED SURVEY CONTROL
 RW0138
 RW0138  NGVD 29 (??/??/92) 2149.407  (m)         7051.85   (f) ADJ UNCH    2 0
 RW0138
 RW0138.Superseded values are not recommended for survey control.
 RW0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0138.See file dsdata.txt to determine how the superseded data were derived.
 RW0138
 RW0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS233858(NAD 83)
 RW0138_MARKER: N = NAIL
 RW0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0138_SP_SET: STUMP
 RW0138_STAMPING: ELEV 7060.96
 RW0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0138
 RW0138  HISTORY     - Date     Condition        Report By
 RW0138  HISTORY     - UNK      MONUMENTED       MTDH
 RW0138  HISTORY     - 1955     GOOD             NGS
 RW0138
 RW0138                          STATION DESCRIPTION
 RW0138
 RW0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RW0138'9.8 MI S FROM NEIHART.
 RW0138'9.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM NEIHART, CASCADE COUNTY,
 RW0138'0.8 MILE SOUTH OF THE CREST OF KINGS HILL, 150 FEET NORTH OF BENCH
 RW0138'MARK R 129 DESCRIBED ABOVE, AT THE GRADE POINT OF A FILL ON THE WEST
 RW0138'SIDE AND A CUT ON THE EAST SIDE OF THE HIGHWAY, 75 FEET EAST OF THE
 RW0138'CENTERLINE OF THE HIGHWAY, AND IN A TREE STUMP MARKED ELEV 7060.96. A
 RW0138'NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0167 ***********************************************************************
 PY0167  DESIGNATION -  7223.78
 PY0167  PID         -  PY0167
 PY0167  STATE/COUNTY-  MT/YELLOWSTONE NAT PARK
 PY0167  USGS QUAD   -  DIVIDE LAKE (1986)
 PY0167
 PY0167                         *CURRENT SURVEY CONTROL
 PY0167  ___________________________________________________________________
 PY0167* NAD 83(1986)-  44 55 24.     (N)    111 03 11.     (W)     SCALED    
 PY0167* NAVD 88     -      2203.534  (meters)    7229.43   (feet)  ADJUSTED  
 PY0167  ___________________________________________________________________
 PY0167  GEOID HEIGHT-          -8.20  (meters)                     GEOID03
 PY0167  DYNAMIC HT  -        2202.337 (meters)    7225.50  (feet)  COMP
 PY0167  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 PY0167
 PY0167  VERT ORDER  -  FIRST     CLASS II
 PY0167
 PY0167.The horizontal coordinates were scaled from a topographic map and have
 PY0167.an estimated accuracy of +/- 6 seconds.
 PY0167
 PY0167.The orthometric height was determined by differential leveling
 PY0167.and adjusted by the National Geodetic Survey in June 1991..
 PY0167
 PY0167.The geoid height was determined by GEOID03.
 PY0167
 PY0167.The dynamic height is computed by dividing the NAVD 88
 PY0167.geopotential number by the normal gravity value computed on the
 PY0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0167.degrees latitude (g = 980.6199 gals.).
 PY0167
 PY0167.The modeled gravity was interpolated from observed gravity values.
 PY0167
 PY0167;                    North         East    Units  Estimated Accuracy
 PY0167;SPC MT       -    76,060.      477,390.      MT  (+/- 180 meters Scaled)
 PY0167
 PY0167                          SUPERSEDED SURVEY CONTROL
 PY0167
 PY0167  NGVD 29 (??/??/92) 2201.957  (m)         7224.25   (f) ADJ UNCH    1 2
 PY0167
 PY0167.Superseded values are not recommended for survey control.
 PY0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0167.See file dsdata.txt to determine how the superseded data were derived.
 PY0167
 PY0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ958744(NAD 83)
 PY0167_MARKER: DD = SURVEY DISK
 PY0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0167_STAMPING: ELEV 7223.78
 PY0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0167+STABILITY: SURFACE MOTION
 PY0167
 PY0167  HISTORY     - Date     Condition        Report By
 PY0167  HISTORY     - UNK      MONUMENTED       MTDH
 PY0167  HISTORY     - 1960     GOOD             NGS
 PY0167
 PY0167                          STATION DESCRIPTION
 PY0167
 PY0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0167'16.25 MI S FROM 320 RANCH.
 PY0167'ABOUT 16.25 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM THE ENTRANCE TO
 PY0167'THE 320 RANCH, FORMERLY ELDRIDGE, 50 FEET WEST OF THE CENTER LINE OF
 PY0167'THE HIGHWAY, ABOUT 6 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP OF A
 PY0167'CONCRETE POST WHICH IS MARKED F76 (2) UI F76 (5) U1, WHICH PROJECTS 3
 PY0167'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0616 ***********************************************************************
 RX0616  DESIGNATION -  7258
 RX0616  PID         -  RX0616
 RX0616  STATE/COUNTY-  MT/GRANITE
 RX0616  USGS QUAD   -  SKALKAHO PASS (1974)
 RX0616
 RX0616                         *CURRENT SURVEY CONTROL
 RX0616  ___________________________________________________________________
 RX0616* NAD 83(1986)-  46 14 43.     (N)    113 46 22.     (W)     SCALED    
 RX0616* NAVD 88     -      2212.952  (meters)    7260.33   (feet)  ADJUSTED  
 RX0616  ___________________________________________________________________
 RX0616  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 RX0616  DYNAMIC HT  -        2212.006 (meters)    7257.22  (feet)  COMP
 RX0616  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 RX0616
 RX0616  VERT ORDER  -  SECOND    CLASS 0
 RX0616
 RX0616.The horizontal coordinates were scaled from a topographic map and have
 RX0616.an estimated accuracy of +/- 6 seconds.
 RX0616
 RX0616.The orthometric height was determined by differential leveling
 RX0616.and adjusted by the National Geodetic Survey in June 1991..
 RX0616
 RX0616.The geoid height was determined by GEOID03.
 RX0616
 RX0616.The dynamic height is computed by dividing the NAVD 88
 RX0616.geopotential number by the normal gravity value computed on the
 RX0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0616.degrees latitude (g = 980.6199 gals.).
 RX0616
 RX0616.The modeled gravity was interpolated from observed gravity values.
 RX0616
 RX0616;                    North         East    Units  Estimated Accuracy
 RX0616;SPC MT       -   230,710.      270,820.      MT  (+/- 180 meters Scaled)
 RX0616
 RX0616                          SUPERSEDED SURVEY CONTROL
 RX0616
 RX0616  NGVD 29 (??/??/92) 2211.628  (m)         7255.98   (f) ADJ UNCH    2 0
 RX0616
 RX0616.Superseded values are not recommended for survey control.
 RX0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0616.See file dsdata.txt to determine how the superseded data were derived.
 RX0616
 RX0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS862250(NAD 83)
 RX0616_MARKER: DD = SURVEY DISK
 RX0616_SETTING: 80 = SET IN A BOULDER
 RX0616_SP_SET: BOULDER
 RX0616_STAMPING: MSLA 7258
 RX0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0616+STABILITY: SURFACE MOTION
 RX0616
 RX0616  HISTORY     - Date     Condition        Report By
 RX0616  HISTORY     - UNK      MONUMENTED       USGS
 RX0616  HISTORY     - 1934     GOOD             NGS
 RX0616
 RX0616                          STATION DESCRIPTION
 RX0616
 RX0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0616'IN SKALKAHO PASS.
 RX0616'AT SKALKAHO PASS, GRANITE COUNTY, ON STATE HIGHWAY 38, ON THE RIDGE
 RX0616'BETWEEN SKALKAHO CREEK AND RODS CREEK, 30 FEET EAST OF THE
 RX0616'RAVALLI-GRANITE COUNTY LINE, 70 FEET SOUTHEAST OF A COUNTY-LINE POST,
 RX0616'42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SURROUNDED BY FOUR
 RX0616'BLAZED AND X-MARKED FIR TREES, AND IN THE TOP OF A SMALL BOULDER.  A
 RX0616'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MSLA 7258.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0619 ***********************************************************************
 QX0619  DESIGNATION -  7302.29
 QX0619  PID         -  QX0619
 QX0619  STATE/COUNTY-  MT/PARK
 QX0619  USGS QUAD   -  CUTOFF MOUNTAIN (1987)
 QX0619
 QX0619                         *CURRENT SURVEY CONTROL
 QX0619  ___________________________________________________________________
 QX0619* NAD 83(1986)-  45 00 20.     (N)    110 02 32.     (W)     SCALED    
 QX0619* NAVD 88     -      2227.699  (meters)    7308.71   (feet)  ADJUSTED  
 QX0619  ___________________________________________________________________
 QX0619  GEOID HEIGHT-          -7.51  (meters)                     GEOID03
 QX0619  DYNAMIC HT  -        2226.453 (meters)    7304.62  (feet)  COMP
 QX0619  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 QX0619
 QX0619  VERT ORDER  -  FIRST     CLASS II
 QX0619
 QX0619.The horizontal coordinates were scaled from a topographic map and have
 QX0619.an estimated accuracy of +/- 6 seconds.
 QX0619
 QX0619.The orthometric height was determined by differential leveling
 QX0619.and adjusted by the National Geodetic Survey in June 1991..
 QX0619
 QX0619.The geoid height was determined by GEOID03.
 QX0619
 QX0619.The dynamic height is computed by dividing the NAVD 88
 QX0619.geopotential number by the normal gravity value computed on the
 QX0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0619.degrees latitude (g = 980.6199 gals.).
 QX0619
 QX0619.The modeled gravity was interpolated from observed gravity values.
 QX0619
 QX0619;                    North         East    Units  Estimated Accuracy
 QX0619;SPC MT       -    84,130.      557,250.      MT  (+/- 180 meters Scaled)
 QX0619
 QX0619                          SUPERSEDED SURVEY CONTROL
 QX0619
 QX0619.No superseded survey control is available for this station.
 QX0619
 QX0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ754840(NAD 83)
 QX0619_MARKER: DB = BENCH MARK DISK
 QX0619_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0619_SP_SET: MASONARY CULVERT
 QX0619_STAMPING: 7302.29
 QX0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0619+STABILITY: SURFACE MOTION
 QX0619
 QX0619  HISTORY     - Date     Condition        Report By
 QX0619  HISTORY     - 1977     MONUMENTED       BPR
 QX0619
 QX0619                          STATION DESCRIPTION
 QX0619
 QX0619'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1977
 QX0619'9.7 KM (6.05 MI) SW FROM COOKE CITY.
 QX0619'SODA BUTTE, WY, 10.9 MILES NORTHEAST OF ALONG ROAD TO NORTHEAST
 QX0619'ENTRANCE, COOKE CITY, MT POST OFFICE, 6.05 MILES SOUTHWEST OF, 1.65
 QX0619'MILES SOUTHWEST OF THE NORTHEAST ENTRANCE FEE STATION, ON HILL AT
 QX0619'CURVE IN HIGHWAY AT WEST END OF LONG TANGENT, TOP OF MASONARY
 QX0619'CULVERT, BURAEU OF PUBLIC ROADS R.P. TABLET STAMPED 7302.29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0621 ***********************************************************************
 QX0621  DESIGNATION -  7309.18
 QX0621  PID         -  QX0621
 QX0621  STATE/COUNTY-  MT/PARK
 QX0621  USGS QUAD   -  CUTOFF MOUNTAIN (1987)
 QX0621
 QX0621                         *CURRENT SURVEY CONTROL
 QX0621  ___________________________________________________________________
 QX0621* NAD 83(1986)-  45 00 18.     (N)    110 01 16.     (W)     SCALED    
 QX0621* NAVD 88     -      2229.835  (meters)    7315.72   (feet)  ADJUSTED  
 QX0621  ___________________________________________________________________
 QX0621  GEOID HEIGHT-          -7.49  (meters)                     GEOID03
 QX0621  DYNAMIC HT  -        2228.585 (meters)    7311.62  (feet)  COMP
 QX0621  MODELED GRAV-     979,975.4   (mgal)                       NAVD 88
 QX0621
 QX0621  VERT ORDER  -  FIRST     CLASS II
 QX0621
 QX0621.The horizontal coordinates were scaled from a topographic map and have
 QX0621.an estimated accuracy of +/- 6 seconds.
 QX0621
 QX0621.The orthometric height was determined by differential leveling
 QX0621.and adjusted by the National Geodetic Survey in June 1991..
 QX0621
 QX0621.The geoid height was determined by GEOID03.
 QX0621
 QX0621.The dynamic height is computed by dividing the NAVD 88
 QX0621.geopotential number by the normal gravity value computed on the
 QX0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0621.degrees latitude (g = 980.6199 gals.).
 QX0621
 QX0621.The modeled gravity was interpolated from observed gravity values.
 QX0621
 QX0621;                    North         East    Units  Estimated Accuracy
 QX0621;SPC MT       -    84,060.      558,920.      MT  (+/- 180 meters Scaled)
 QX0621
 QX0621                          SUPERSEDED SURVEY CONTROL
 QX0621
 QX0621.No superseded survey control is available for this station.
 QX0621
 QX0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ771839(NAD 83)
 QX0621_MARKER: DB = BENCH MARK DISK
 QX0621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0621_SP_SET: MASONARY CULVERT
 QX0621_STAMPING: 7309.18
 QX0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0621+STABILITY: SURFACE MOTION
 QX0621
 QX0621  HISTORY     - Date     Condition        Report By
 QX0621  HISTORY     - 1977     MONUMENTED       BPR
 QX0621
 QX0621                          STATION DESCRIPTION
 QX0621
 QX0621'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1977
 QX0621'8.0 KM (5.00 MI) WEST FROM COOKE CITY.
 QX0621'COOKE CITY POST OFFICE, 5.4 MILES WEST OF, ON CURVE ON LONG GRADE, 18
 QX0621'FEET NORTHWEST OF US HIGHWAY 212, IN TOP OF MASONARY CULVERT, BUREAU
 QX0621'OF PUBLIC ROADS TABLET STAMPED 7309.18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0863 ***********************************************************************
 TN0863  DESIGNATION -  7331 VA
 TN0863  PID         -  TN0863
 TN0863  STATE/COUNTY-  MT/LINCOLN
 TN0863  USGS QUAD   -  BULL LAKE (1983)
 TN0863
 TN0863                         *CURRENT SURVEY CONTROL
 TN0863  ___________________________________________________________________
 TN0863* NAD 83(1992)-  48 41 04.85042(N)    114 41 31.45721(W)     ADJUSTED  
 TN0863* NAVD 88     -      2237.     (meters)    7339.     (feet)  SCALED    
 TN0863  ___________________________________________________________________
 TN0863  LAPLACE CORR-          12.16  (seconds)                    DEFLEC99
 TN0863  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 TN0863
 TN0863  HORZ ORDER  -  SECOND
 TN0863
 TN0863.The horizontal coordinates were established by classical geodetic methods
 TN0863.and adjusted by the National Geodetic Survey in July 1992..
 TN0863
 TN0863.The orthometric height was scaled from a topographic map.
 TN0863
 TN0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0863
 TN0863.The geoid height was determined by GEOID03.
 TN0863
 TN0863;                    North         East     Units Scale Factor Converg.
 TN0863;SPC MT       -   505,469.394   218,042.475   MT  0.99982160   -3 47 52.9
 TN0863;SPC MT       - 1,658,364.15    715,362.45   iFT  0.99982160   -3 47 52.9
 TN0863;UTM  11      - 5,394,974.436   669,864.905   MT  0.99995450   +1 44 01.9
 TN0863
 TN0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0863!SPC MT       -   0.99965189  x   0.99982160  =   0.99947355
 TN0863!UTM  11      -   0.99965189  x   0.99995450  =   0.99960641
 TN0863
 TN0863                          SUPERSEDED SURVEY CONTROL
 TN0863
 TN0863  NAD 83(1986)-  48 41 04.85967(N)    114 41 31.45569(W) AD(       ) 2
 TN0863  NAD 27      -  48 41 04.98205(N)    114 41 27.92240(W) AD(       ) 2
 TN0863
 TN0863.Superseded values are not recommended for survey control.
 TN0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0863.See file dsdata.txt to determine how the superseded data were derived.
 TN0863
 TN0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP6986594974(NAD 83)
 TN0863_MARKER: DD = SURVEY DISK
 TN0863_SETTING: 66 = SET IN ROCK OUTCROP
 TN0863
 TN0863  HISTORY     - Date     Condition        Report By
 TN0863  HISTORY     - 1902     MONUMENTED       USGS
 TN0863  HISTORY     - 1960     GOOD             CGS
 TN0863
 TN0863                          STATION DESCRIPTION
 TN0863
 TN0863'DESCRIBED BY US GEOLOGICAL SURVEY 1902 (RHC)
 TN0863'STATION MARK- STANDARD USGS TABLET STAMPED, -7331 VA- CEMENTED IN
 TN0863'ROCK OUTCROP.
 TN0863
 TN0863                          STATION RECOVERY (1960)
 TN0863
 TN0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0863'THE STATION IS ABOUT 8 MILES EAST AND 1-1/2 MILES SOUTH OF
 TN0863'TREGO, 16 MILES EAST AND 18-1/2 MILES NORTH OF WHITEFISH,
 TN0863'16 MILES EAST AND 13-1/2 MILES SOUTH OF EUREKA, ON THE SUMMIT
 TN0863'OF STRYKER PEAK AND NEAR THE NORTHWEST CORNER OF SECTION
 TN0863'27, T 34 N, R 24 W, NEAR THE STRYKER PEAK LOOKOUT TOWER.
 TN0863'
 TN0863'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 TN0863'STRYKER THE DISTANCE BEING 52.15 FEET OR 15.895 METERS EAST
 TN0863'OF THE STATION.  THE MARK IS A UNITED STATES GEOLOGICAL
 TN0863'SURVEY DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP HAVING
 TN0863'AN EXPOSED AREA OF 2 BY 3 FEET AND FLUSH WITH THE GROUND.
 TN0863'THE DISK IS STAMPED 7331 V A.  IT IS 17.7 FEET NORTHEAST
 TN0863'OF THE NORTHEAST CONCRETE FOOTING OF THE LOOKOUT TOWER, 25
 TN0863'FEET SOUTH OF THE NORTH EDGE OF THE PEAK AND AT THE SAME
 TN0863'ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0622 ***********************************************************************
 QX0622  DESIGNATION -  7348.85
 QX0622  PID         -  QX0622
 QX0622  STATE/COUNTY-  MT/PARK
 QX0622  USGS QUAD   -  CUTOFF MOUNTAIN (1987)
 QX0622
 QX0622                         *CURRENT SURVEY CONTROL
 QX0622  ___________________________________________________________________
 QX0622* NAD 83(1986)-  45 00 17.     (N)    110 00 26.     (W)     SCALED    
 QX0622* NAVD 88     -      2241.937  (meters)    7355.42   (feet)  ADJUSTED  
 QX0622  ___________________________________________________________________
 QX0622  GEOID HEIGHT-          -7.46  (meters)                     GEOID03
 QX0622  DYNAMIC HT  -        2240.674 (meters)    7351.28  (feet)  COMP
 QX0622  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 QX0622
 QX0622  VERT ORDER  -  FIRST     CLASS II
 QX0622
 QX0622.The horizontal coordinates were scaled from a topographic map and have
 QX0622.an estimated accuracy of +/- 6 seconds.
 QX0622
 QX0622.The orthometric height was determined by differential leveling
 QX0622.and adjusted by the National Geodetic Survey in June 1991..
 QX0622
 QX0622.The geoid height was determined by GEOID03.
 QX0622
 QX0622.The dynamic height is computed by dividing the NAVD 88
 QX0622.geopotential number by the normal gravity value computed on the
 QX0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0622.degrees latitude (g = 980.6199 gals.).
 QX0622
 QX0622.The modeled gravity was interpolated from observed gravity values.
 QX0622
 QX0622;                    North         East    Units  Estimated Accuracy
 QX0622;SPC MT       -    84,020.      560,010.      MT  (+/- 180 meters Scaled)
 QX0622
 QX0622                          SUPERSEDED SURVEY CONTROL
 QX0622
 QX0622.No superseded survey control is available for this station.
 QX0622
 QX0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ782839(NAD 83)
 QX0622_MARKER: DB = BENCH MARK DISK
 QX0622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0622_SP_SET: MASONARY CULVERT
 QX0622_STAMPING: 7348.85
 QX0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0622+STABILITY: SURFACE MOTION
 QX0622
 QX0622  HISTORY     - Date     Condition        Report By
 QX0622  HISTORY     - 1977     MONUMENTED       BPR
 QX0622
 QX0622                          STATION DESCRIPTION
 QX0622
 QX0622'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1977
 QX0622'7.1 KM (4.40 MI) WEST FROM COOKE CITY.
 QX0622'COOKE CITY POST OFFICE, ABOUT 4.4 MILES WEST OF, .4 MILES WEST OF
 QX0622'BOUNDARY OF YELLOWSTONE NATIONAL PARK, 85 FEET EAST OF COOKE ENTRANCE
 QX0622'CHECKING STATION, 30 FEET NORTH OF US HWY 212, ON TOP OF MASONARY
 QX0622'CULVERT, BUREAU OF PUBLIC ROADS R.P. TABLET STAMPED 7348.85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0623 ***********************************************************************
 QX0623  DESIGNATION -  7378
 QX0623  PID         -  QX0623
 QX0623  STATE/COUNTY-  MT/PARK
 QX0623  USGS QUAD   -  CUTOFF MOUNTAIN (1987)
 QX0623
 QX0623                         *CURRENT SURVEY CONTROL
 QX0623  ___________________________________________________________________
 QX0623* NAD 83(1986)-  45 00 06.     (N)    110 00 05.     (W)     SCALED    
 QX0623* NAVD 88     -      2249.923  (meters)    7381.62   (feet)  ADJUSTED  
 QX0623  ___________________________________________________________________
 QX0623  GEOID HEIGHT-          -7.45  (meters)                     GEOID03
 QX0623  DYNAMIC HT  -        2248.652 (meters)    7377.45  (feet)  COMP
 QX0623  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 QX0623
 QX0623  VERT ORDER  -  FIRST     CLASS II
 QX0623
 QX0623.The horizontal coordinates were scaled from a topographic map and have
 QX0623.an estimated accuracy of +/- 6 seconds.
 QX0623
 QX0623.The orthometric height was determined by differential leveling
 QX0623.and adjusted by the National Geodetic Survey in June 1991..
 QX0623
 QX0623.The geoid height was determined by GEOID03.
 QX0623
 QX0623.The dynamic height is computed by dividing the NAVD 88
 QX0623.geopotential number by the normal gravity value computed on the
 QX0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0623.degrees latitude (g = 980.6199 gals.).
 QX0623
 QX0623.The modeled gravity was interpolated from observed gravity values.
 QX0623
 QX0623;                    North         East    Units  Estimated Accuracy
 QX0623;SPC MT       -    83,680.      560,470.      MT  (+/- 180 meters Scaled)
 QX0623
 QX0623                          SUPERSEDED SURVEY CONTROL
 QX0623
 QX0623.No superseded survey control is available for this station.
 QX0623
 QX0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ787836(NAD 83)
 QX0623_MARKER: DB = BENCH MARK DISK
 QX0623_SETTING: 66 = SET IN ROCK OUTCROP
 QX0623_SP_SET: OUTCROP
 QX0623_STAMPING: 7378
 QX0623_MARK LOGO: USGS  
 QX0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0623+STABILITY: POSITION/ELEVATION WELL
 QX0623
 QX0623  HISTORY     - Date     Condition        Report By
 QX0623  HISTORY     - 1909     MONUMENTED       USGS
 QX0623
 QX0623                          STATION DESCRIPTION
 QX0623
 QX0623'DESCRIBED BY US GEOLOGICAL SURVEY 1909
 QX0623'0.2 KM (0.10 MI) SE FROM SILVER GATE.
 QX0623'SILVER GATE, MT, .1 MILE SOUTHEAST OF ALONG MAIN DIRT ROAD TO
 QX0623'T-JUNCTION, .6 MILES WEST ALONG ROAD TO MAIN STREAM FLOWING NORTH (NO
 QX0623'BRIDGE OR CAR FORD), 880 FEET WEST ALONG ROAD TO NATIONAL PARK LINE,
 QX0623'40 FEET EAST OF LINE, 22 FEET NORTH OF ROAD IN A 3 FEET BY 8 FEET
 QX0623'LAVA OUTCROPPING THAT PROJECTS 1.5 FEET, ALUMINUM TABLET STAMPED
 QX0623'7378, METAL TAG ON PARK SIGN STAMPED 7377.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0991 ***********************************************************************
 SU0991  DESIGNATION -  7424 VA
 SU0991  PID         -  SU0991
 SU0991  STATE/COUNTY-  MT/SANDERS
 SU0991  USGS QUAD   -  MOUNT HEADLEY (1988)
 SU0991
 SU0991                         *CURRENT SURVEY CONTROL
 SU0991  ___________________________________________________________________
 SU0991* NAD 83(1992)-  47 44 23.19898(N)    115 15 49.58920(W)     ADJUSTED  
 SU0991* NAVD 88     -      2265.     (meters)    7431.     (feet)  SCALED    
 SU0991  ___________________________________________________________________
 SU0991  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 SU0991  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU0991
 SU0991  HORZ ORDER  -  SECOND
 SU0991
 SU0991.The horizontal coordinates were established by classical geodetic methods
 SU0991.and adjusted by the National Geodetic Survey in July 1992..
 SU0991.No horizontal observational check was made to the station.
 SU0991
 SU0991.The orthometric height was scaled from a topographic map.
 SU0991
 SU0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0991
 SU0991.The geoid height was determined by GEOID03.
 SU0991
 SU0991;                    North         East     Units Scale Factor Converg.
 SU0991;SPC MT       -   403,666.280   168,335.218   MT  0.99947324   -4 12 58.4
 SU0991;SPC MT       - 1,324,364.44    552,280.90   iFT  0.99947324   -4 12 58.4
 SU0991;UTM  11      - 5,288,838.031   630,162.689   MT  0.99980819   +1 17 06.6
 SU0991
 SU0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0991!SPC MT       -   0.99964751  x   0.99947324  =   0.99912094
 SU0991!UTM  11      -   0.99964751  x   0.99980819  =   0.99945577
 SU0991
 SU0991                          SUPERSEDED SURVEY CONTROL
 SU0991
 SU0991  NAD 83(1986)-  47 44 23.20556(N)    115 15 49.58410(W) AD(       ) 2
 SU0991  NAD 27      -  47 44 23.43496(N)    115 15 46.02975(W) AD(       ) 2
 SU0991
 SU0991.Superseded values are not recommended for survey control.
 SU0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0991.See file dsdata.txt to determine how the superseded data were derived.
 SU0991
 SU0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN3016388838(NAD 83)
 SU0991
 SU0991  HISTORY     - Date     Condition        Report By
 SU0991  HISTORY     - 1940     MONUMENTED       CGS
 SU0991
 SU0991                          STATION DESCRIPTION
 SU0991
 SU0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SU0991'SEE STATION MOUNT HEADLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0932 ***********************************************************************
 TM0932  DESIGNATION -  7530 VA
 TM0932  PID         -  TM0932
 TM0932  STATE/COUNTY-  MT/FLATHEAD
 TM0932  USGS QUAD   -  JEWEL BASIN (1994)
 TM0932
 TM0932                         *CURRENT SURVEY CONTROL
 TM0932  ___________________________________________________________________
 TM0932* NAD 83(1992)-  48 08 53.81910(N)    113 55 10.10380(W)     ADJUSTED  
 TM0932* NAVD 88     -      2295.     (meters)    7530.     (feet)  SCALED    
 TM0932  ___________________________________________________________________
 TM0932  LAPLACE CORR-          14.09  (seconds)                    DEFLEC99
 TM0932  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 TM0932
 TM0932  HORZ ORDER  -  SECOND
 TM0932
 TM0932.The horizontal coordinates were established by classical geodetic methods
 TM0932.and adjusted by the National Geodetic Survey in July 1992..
 TM0932
 TM0932.The orthometric height was scaled from a topographic map.
 TM0932
 TM0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0932
 TM0932.The geoid height was determined by GEOID03.
 TM0932
 TM0932;                    North         East     Units Scale Factor Converg.
 TM0932;SPC MT       -   442,448.105   271,450.759   MT  0.99958979   -3 13 58.3
 TM0932;SPC MT       - 1,451,601.39    890,586.48   iFT  0.99958979   -3 13 58.3
 TM0932;UTM  12      - 5,336,904.001   282,855.455   MT  1.00017940   -2 10 31.7
 TM0932;UTM  11      - 5,337,371.575   729,122.148   MT  1.00024509   +2 17 44.2
 TM0932
 TM0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0932!SPC MT       -   0.99964277  x   0.99958979  =   0.99923271
 TM0932!UTM  12      -   0.99964277  x   1.00017940  =   0.99982211
 TM0932!UTM  11      -   0.99964277  x   1.00024509  =   0.99988778
 TM0932
 TM0932                          SUPERSEDED SURVEY CONTROL
 TM0932
 TM0932  NAD 83(1986)-  48 08 53.83236(N)    113 55 10.09056(W) AD(       ) 2
 TM0932  NAD 27      -  48 08 53.98722(N)    113 55 06.72455(W) AD(       ) 2
 TM0932
 TM0932.Superseded values are not recommended for survey control.
 TM0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0932.See file dsdata.txt to determine how the superseded data were derived.
 TM0932
 TM0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU8285536904(NAD 83)
 TM0932
 TM0932  HISTORY     - Date     Condition        Report By
 TM0932  HISTORY     - 1939     MONUMENTED       CGS
 TM0932
 TM0932                          STATION DESCRIPTION
 TM0932
 TM0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 TM0932'SEE STATION AENEAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0940 ***********************************************************************
 TN0940  DESIGNATION -  7552 VA
 TN0940  PID         -  TN0940
 TN0940  STATE/COUNTY-  MT/LINCOLN
 TN0940  USGS QUAD   -  CROWELL MOUNTAIN (1983)
 TN0940
 TN0940                         *CURRENT SURVEY CONTROL
 TN0940  ___________________________________________________________________
 TN0940* NAD 83(1992)-  48 21 43.96842(N)    115 45 09.83497(W)     ADJUSTED  
 TN0940* NAVD 88     -      2306.     (meters)    7566.     (feet)  SCALED    
 TN0940  ___________________________________________________________________
 TN0940  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 TN0940  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TN0940
 TN0940  HORZ ORDER  -  SECOND
 TN0940
 TN0940.The horizontal coordinates were established by classical geodetic methods
 TN0940.and adjusted by the National Geodetic Survey in July 1992..
 TN0940
 TN0940.The orthometric height was scaled from a topographic map.
 TN0940
 TN0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0940
 TN0940.The geoid height was determined by GEOID03.
 TN0940
 TN0940;                    North         East     Units Scale Factor Converg.
 TN0940;SPC MT       -   475,433.931   137,307.340   MT  0.99967147   -4 34 26.0
 TN0940;SPC MT       - 1,559,822.61    450,483.40   iFT  0.99967147   -4 34 26.0
 TN0940;UTM  11      - 5,357,311.605   592,386.593   MT  0.99970487   +0 55 56.0
 TN0940
 TN0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0940!SPC MT       -   0.99964117  x   0.99967147  =   0.99931276
 TN0940!UTM  11      -   0.99964117  x   0.99970487  =   0.99934615
 TN0940
 TN0940                          SUPERSEDED SURVEY CONTROL
 TN0940
 TN0940  NAD 83(1986)-  48 21 43.98201(N)    115 45 09.83573(W) AD(       ) 2
 TN0940  NAD 27      -  48 21 44.17241(N)    115 45 06.25874(W) AD(       ) 2
 TN0940
 TN0940.Superseded values are not recommended for survey control.
 TN0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0940.See file dsdata.txt to determine how the superseded data were derived.
 TN0940
 TN0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP9238757312(NAD 83)
 TN0940
 TN0940  HISTORY     - Date     Condition        Report By
 TN0940  HISTORY     - 1960     MONUMENTED       CGS
 TN0940
 TN0940                          STATION DESCRIPTION
 TN0940
 TN0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0940'STATION IS LOCATED ABOUT 9 MILES WEST AND 1-3/4 MILES SOUTH OF
 TN0940'LIBBY, 7 MILES SOUTH AND 6-3/4 MILES EAST OF TROY, 1-1/2
 TN0940'MILES NORTHWEST OF MINOR LAKE, 1/2 MILE SOUTH OF THE SOUTH END
 TN0940'OF THE LARGEST OF CEDAR LAKES, AT THE EAST SIDE CENTER OF SECTION
 TN0940'13, T 30 N, R 32 W, ON THE HIGHEST POINT OF DOME MTN, WHICH
 TN0940'IS THE HIGHEST POINT IN THE VICINITY.
 TN0940'
 TN0940'IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED VA 7552,
 TN0940'CEMENTED IN A DRILL HOLE IN A 6 X 11 INCH RECTANGULAR BOULDER
 TN0940'PROJECTING 1 FOOT.  THE LETTERS DOME ARE CHISELED ON THE EAST
 TN0940'SIDE AND R.M. ON THE SOUTH SIDE OF THE BOULDER.
 TN0940'
 TN0940'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DOME
 TN0940'(USFS), THE DISTANCE BEING 6.255 METERS OR 20.52 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0375 ***********************************************************************
 SQ0375  DESIGNATION -  76/1
 SQ0375  PID         -  SQ0375
 SQ0375  STATE/COUNTY-  MT/GARFIELD
 SQ0375  USGS QUAD   -  HERMAN POINT (1965)
 SQ0375
 SQ0375                         *CURRENT SURVEY CONTROL
 SQ0375  ___________________________________________________________________
 SQ0375* NAD 83(1986)-  47 37 31.     (N)    107 39 57.     (W)     SCALED    
 SQ0375* NAVD 88     -       666.140  (meters)    2185.49   (feet)  ADJUSTED  
 SQ0375  ___________________________________________________________________
 SQ0375  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 SQ0375  DYNAMIC HT  -         666.156 (meters)    2185.55  (feet)  COMP
 SQ0375  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 SQ0375
 SQ0375  VERT ORDER  -  FIRST     CLASS II
 SQ0375
 SQ0375.The horizontal coordinates were scaled from a topographic map and have
 SQ0375.an estimated accuracy of +/- 6 seconds.
 SQ0375
 SQ0375.The orthometric height was determined by differential leveling
 SQ0375.and adjusted by the National Geodetic Survey in June 1991..
 SQ0375
 SQ0375.The geoid height was determined by GEOID03.
 SQ0375
 SQ0375.The dynamic height is computed by dividing the NAVD 88
 SQ0375.geopotential number by the normal gravity value computed on the
 SQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0375.degrees latitude (g = 980.6199 gals.).
 SQ0375
 SQ0375.The modeled gravity was interpolated from observed gravity values.
 SQ0375
 SQ0375;                    North         East    Units  Estimated Accuracy
 SQ0375;SPC MT       -   376,670.      737,780.      MT  (+/- 180 meters Scaled)
 SQ0375
 SQ0375                          SUPERSEDED SURVEY CONTROL
 SQ0375
 SQ0375  NGVD 29 (??/??/92)  665.407  (m)         2183.09   (f) ADJ UNCH    1 2
 SQ0375
 SQ0375.Superseded values are not recommended for survey control.
 SQ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0375.See file dsdata.txt to determine how the superseded data were derived.
 SQ0375
 SQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN997780(NAD 83)
 SQ0375_MARKER: B = BOLT
 SQ0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SQ0375_SP_SET: STONE
 SQ0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0375
 SQ0375  HISTORY     - Date     Condition        Report By
 SQ0375  HISTORY     - UNK      MONUMENTED       MORC
 SQ0375  HISTORY     - 1931     GOOD             NGS
 SQ0375  HISTORY     - 1965     MARK NOT FOUND   USGS
 SQ0375
 SQ0375                          STATION DESCRIPTION
 SQ0375
 SQ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 SQ0375'8 MI W FROM LEEDY.
 SQ0375'ABOUT 8 MILES WEST OF LEEDY.  ON THE SOUTH SIDE OF THE MISSOURI RIVER,
 SQ0375'ABOUT 1200 FEET WEST OF THE FERRY CROSSING OF THE MISSOURI RIVER, AND
 SQ0375'100 FEET EAST OF AN ARTESIAN WELL LOCATED IN A PASTURE. MARK IS 10
 SQ0375'FEET SOUTH OF A POORLY GRADED ROAD UP ON A 10 FOOT KNOL. THE ROD WAS
 SQ0375'HELD ON THE COPPER BOLT IN THE BENCH MARK STONE WHICH IS AN
 SQ0375'UNDERGROUND MARK.  NOTE-- BM NOW UNDER WATER.
 SQ0375
 SQ0375                          STATION RECOVERY (1965)
 SQ0375
 SQ0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0581 ***********************************************************************
 ST0581  DESIGNATION -  7779=OVANDO
 ST0581  PID         -  ST0581
 ST0581  STATE/COUNTY-  MT/POWELL
 ST0581  USGS QUAD   -  OVANDO MOUNTAIN (1968)
 ST0581
 ST0581                         *CURRENT SURVEY CONTROL
 ST0581  ___________________________________________________________________
 ST0581* NAD 83(1992)-  47 05 41.06193(N)    113 02 27.02051(W)     ADJUSTED  
 ST0581* NAVD 88     -      2378.4    (meters)    7803.     (feet)  VERTCON   
 ST0581  ___________________________________________________________________
 ST0581  LAPLACE CORR-           8.45  (seconds)                    DEFLEC99
 ST0581  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 ST0581
 ST0581  HORZ ORDER  -  FIRST
 ST0581
 ST0581.The horizontal coordinates were established by classical geodetic methods
 ST0581.and adjusted by the National Geodetic Survey in July 1992..
 ST0581
 ST0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0581
 ST0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0581
 ST0581.The geoid height was determined by GEOID03.
 ST0581
 ST0581;                    North         East     Units Scale Factor Converg.
 ST0581;SPC MT       -   322,174.974   331,428.850   MT  0.99939366   -2 35 24.5
 ST0581;SPC MT       - 1,057,004.51  1,087,364.99   iFT  0.99939366   -2 35 24.5
 ST0581;UTM  12      - 5,217,713.096   345,120.862   MT  0.99989482   -1 29 42.6
 ST0581
 ST0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0581!SPC MT       -   0.99962939  x   0.99939366  =   0.99902327
 ST0581!UTM  12      -   0.99962939  x   0.99989482  =   0.99952425
 ST0581
 ST0581:                Primary Azimuth Mark                     Grid Az
 ST0581:SPC MT       -  OVANDO AZ MK                             174 03 33.6
 ST0581:UTM  12      -  OVANDO AZ MK                             172 57 51.7
 ST0581
 ST0581|---------------------------------------------------------------------|
 ST0581| PID    Reference Object                     Distance      Geod. Az  |
 ST0581|                                                           dddmmss.s |
 ST0581| CN4941 OVANDO AZ MK                                       1712809.1 |
 ST0581| CN4942 OVANDO RM 1                           9.748 METERS 17400     |
 ST0581| ST0580 OVANDO TER                            3.338 METERS 25519     |
 ST0581| ST0582 CENTER RIDGE LOOKOUT TOWER          APPROX.15.5 KM 3175633.0 |
 ST0581| ST0579 EAST SPREAD LOOKOUT TOWER           APPROX. 7.3 KM 3515343.5 |
 ST0581|---------------------------------------------------------------------|
 ST0581
 ST0581                          SUPERSEDED SURVEY CONTROL
 ST0581
 ST0581  NAD 83(1986)-  47 05 41.06910(N)    113 02 27.00589(W) AD(       ) 1
 ST0581  NAD 27      -  47 05 41.28340(N)    113 02 23.81330(W) AD(       ) 1
 ST0581  NGVD 29 (07/19/86) 2377.2    (m)         7799.     (f) VERT ANG       
 ST0581
 ST0581.Superseded values are not recommended for survey control.
 ST0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0581.See file dsdata.txt to determine how the superseded data were derived.
 ST0581
 ST0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT4512117713(NAD 83)
 ST0581_MARKER: Z = SEE DESCRIPTION
 ST0581_SETTING: 66 = SET IN ROCK OUTCROP
 ST0581
 ST0581  HISTORY     - Date     Condition        Report By
 ST0581  HISTORY     - 1956     MONUMENTED       CGS
 ST0581  HISTORY     - 1960     SEE DESCRIPTION  CGS
 ST0581  HISTORY     - 1968     GOOD             CGS
 ST0581
 ST0581                          STATION DESCRIPTION
 ST0581
 ST0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 ST0581'THE STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY
 ST0581'KNOWN AS OVANDO MOUNTAIN.  IT IS 9 MILES NORTHEAST OF OVANDO,
 ST0581'AND 6 FEET WEST OF A CAIRN.
 ST0581'
 ST0581'TO REACH THE STATION FROM THE POST OFFICE IN OVANDO, GO EAST ON
 ST0581'DIRT ROAD FOR 0.25 MILE TO A FORK, TAKE LEFT ROAD AND GO NORTH
 ST0581'FOR 2.85 MILE TO A FORK, TAKE RIGHT ROAD AND GO 0.05 MILE TO A
 ST0581'T-ROAD, TURN RIGHT AND GO 1.7 MILE TO A WIRE GATE, PASS THROUGH
 ST0581'GATE AND CONTINUE FOR 1.9 MILE TO A FORK, TAKE RIGHT ROAD AND
 ST0581'GO 0.2 MILE TO A FORK, TAKE LEFT ROAD AND GO 0.3 MILE TO A
 ST0581'WIRE GATE, PASS THROUGH GATE AND CONTINUE FOR 0.4 MILE TO THE
 ST0581'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTH UP CANYON
 ST0581'FOR ABOUT 1 MILE, BEAR LEFT UP STEEP HILL FOR ABOUT 1 MILE
 ST0581'TO A SADDLE, TURN LEFT AND GO WEST FOR ABOUT 1 MILE TO THE
 ST0581'HIGHEST POINT AND THE STATION.
 ST0581'
 ST0581'TO REACH THE AZIMUTH FROM THE STATION PACK SOUTH FOR ABOUT
 ST0581'0.25 MILE TO THE MARK SET IN LARGE BOULDER.
 ST0581'
 ST0581'THE STATION IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 ST0581'BENCH MARK SET IN DRILL HOLE IN ROCK OUTCROP.  THE MARK IS
 ST0581'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED 7779 V A.
 ST0581'
 ST0581'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 ST0581'STAMPED OVANDO USGS NO 1 1956.
 ST0581'
 ST0581'REFERENCE MARK 2 IS A STANDARD UNITED STATES FOREST SERVICE
 ST0581'MARK.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 ST0581'OVANDO TER 1925.
 ST0581'
 ST0581'THE AZIMUTH MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 ST0581'STAMPED OVANDO USGS 1956.
 ST0581
 ST0581                          STATION RECOVERY (1960)
 ST0581
 ST0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0581'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 ST0581'WERE RECOVERED.  A DIFFERENCE IN THE DISTANCE TO THE REFERENCE
 ST0581'MARKS WAS NOTED.  EXCEPT FOR THE AFORE SAID THE ORIGINAL
 ST0581'DESCRIPTION IS ADEQUATE.
 ST0581'
 ST0581'THIS PARTY REACHED THE STATION BY HELICOPTER AND A LANDING
 ST0581'WAS MADE APPROXIMATELY 0.25 MILE SOUTH OF THE STATION AT THE
 ST0581'AZIMUTH MARK.
 ST0581
 ST0581                          STATION RECOVERY (1968)
 ST0581
 ST0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 ST0581'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 ST0581'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 ST0581'TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1960
 ST0581'OBSERVATIONS.  DUE TO CHANGES IN THE ROADS, A COMPLETE NEW
 ST0581'DESCRIPTION FOLLOWS.
 ST0581'
 ST0581'TO REACH THE STATION FROM THE TOWN SQUARE IN OVANDO ABOUT 0.05 MILE
 ST0581'SOUTHWEST OF THE POST OFFICE, GO EAST ON PINE STREET FOR 0.4 MILE TO
 ST0581'THE JUNCTION OF STATE HIGHWAY 200.  TURN RIGHT AND GO EAST ON STATE
 ST0581'HIGHWAY 200 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 ST0581'AND GO NORTH ON A GRAVELED ROAD FOR 1.85 MILES TO A FORK.  TAKE THE
 ST0581'RIGHT FORK AND GO 0.05 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 ST0581'GO NORTHEASTERLY ON THE MAIN TRAVELED ROAD FOR 2.15 MILES TO
 ST0581'A FORK.  TAKE THE RIGHT FORK AND GO EAST ON A GRAVELED ROAD FOR
 ST0581'1.45 MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON A
 ST0581'TRACK ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 ST0581'0.1 MILE TO A T-INTERSECTION.  TURN LEFT AND GO NORTHEAST ON A
 ST0581'TRACK ROAD FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 ST0581'NORTH FOR 0.05 MILE TO A REVERSE Y-FORK.  TURN SHARP RIGHT AND GO
 ST0581'0.15 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH UP
 ST0581'THE MOUNTAIN FOR TWO AND A HALF HOURS TO THE TOP OF THE SOUTH
 ST0581'RIDGE OF THE MOUNTAIN.  GO NORTHWEST ALONG THE TOP OF THE
 ST0581'RIDGE FOR ONE HOUR TO THE HIGHEST POINT OF THE MOUNTAIN AND THE
 ST0581'STATION.  (TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTH
 ST0581'FOR ABOUT 0.25 MILE TO A LARGE OUTCROPPING OF BEDROCK AND
 ST0581'THE AZIMUTH MARK.)
 ST0581'
 ST0581'THE STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 ST0581'BENCH MARK STAMPED 7779 VA, CEMENTED IN A DRILL HOLE IN A ROCK
 ST0581'OUTCROP WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 6
 ST0581'FEET WEST OF A 3 FOOT HIGH ROCK CAIRN AND ON THE HIGHEST POINT OF
 ST0581'OVANDO MOUNTAIN.
 ST0581'
 ST0581'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OVANDO USGS NO 1 1956,
 ST0581'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 ST0581'WITH THE SURFACE OF THE GROUND.  IT IS 30.5 FEET SOUTH OF THE ROCK
 ST0581'CAIRN.
 ST0581'
 ST0581'REFERENCE MARK 2 IS A STANDARD UNITED STATES FOREST SERVICE MARK
 ST0581'STAMPED OVANDO TER 1925, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 ST0581'BEDROCK WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 ST0581'GROUND.  IT IS 18 FEET WEST OF THE ROCK CAIRN.
 ST0581'
 ST0581'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OVANDO USGS 1956,
 ST0581'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 ST0581'WITH THE ROCK SURFACE.  IT IS ABOUT 0.25 MILE SOUTH OF THE HIGHEST
 ST0581'POINT OF THE MOUNTAIN AND IN A LARGE OUTCROPPING OF ROCK.
 ST0581'
 ST0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 ST0581'NORTHEAST OF OVANDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1045 ***********************************************************************
 TM1045  DESIGNATION -  79 A
 TM1045  PID         -  TM1045
 TM1045  STATE/COUNTY-  MT/PONDERA
 TM1045  USGS QUAD   -  DUPUYER WEST (1968)
 TM1045
 TM1045                         *CURRENT SURVEY CONTROL
 TM1045  ___________________________________________________________________
 TM1045* NAD 83(1999)-  48 14 17.30376(N)    112 31 58.51213(W)     ADJUSTED  
 TM1045* NAVD 88     -      1221.829  (meters)    4008.62   (feet)  ADJUSTED  
 TM1045  ___________________________________________________________________
 TM1045  X           -  -1,631,268.951 (meters)                     COMP
 TM1045  Y           -  -3,931,840.431 (meters)                     COMP
 TM1045  Z           -   4,735,454.220 (meters)                     COMP
 TM1045  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 TM1045  ELLIP HEIGHT-        1207.44  (meters)          (04/26/01) GPS OBS
 TM1045  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 TM1045  DYNAMIC HT  -        1221.773 (meters)    4008.43  (feet)  COMP
 TM1045  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 TM1045
 TM1045  HORZ ORDER  -  B
 TM1045  VERT ORDER  -  SECOND    CLASS II
 TM1045  ELLP ORDER  -  FOURTH    CLASS I
 TM1045
 TM1045.The horizontal coordinates were established by GPS observations
 TM1045.and adjusted by the National Geodetic Survey in April 2001..
 TM1045.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TM1045.DATUM ITEM on the data sheet items page.
 TM1045
 TM1045.The orthometric height was determined by differential leveling
 TM1045.and adjusted by the National Geodetic Survey in October 1997..
 TM1045.WARNING-GPS observations at this control monument resulted in a GPS
 TM1045.derived orthometric height which differed from the leveled height by
 TM1045.more than one decimeter (0.1 meter).
 TM1045
 TM1045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM1045
 TM1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1045
 TM1045.The ellipsoidal height was determined by GPS observations
 TM1045.and is referenced to NAD 83.
 TM1045
 TM1045.The geoid height was determined by GEOID03.
 TM1045
 TM1045.The dynamic height is computed by dividing the NAVD 88
 TM1045.geopotential number by the normal gravity value computed on the
 TM1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM1045.degrees latitude (g = 980.6199 gals.).
 TM1045
 TM1045.The modeled gravity was interpolated from observed gravity values.
 TM1045
 TM1045;                    North         East     Units Scale Factor Converg.
 TM1045;SPC MT       -   447,523.813   374,852.212   MT  0.99962237   -2 13 06.9
 TM1045;SPC MT       - 1,468,253.98  1,229,830.09   iFT  0.99962237   -2 13 06.9
 TM1045;UTM  12      - 5,343,904.906   386,179.822   MT  0.99975918   -1 08 36.8
 TM1045
 TM1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1045!SPC MT       -   0.99981080  x   0.99962237  =   0.99943324
 TM1045!UTM  12      -   0.99981080  x   0.99975918  =   0.99957002
 TM1045
 TM1045                          SUPERSEDED SURVEY CONTROL
 TM1045
 TM1045  NAD 83(1992)-  48 14 17.30297(N)    112 31 58.51090(W) AD(       ) B
 TM1045  ELLIP H (05/29/96) 1207.47   (m)                       GP(       ) 2 1
 TM1045
 TM1045.Superseded values are not recommended for survey control.
 TM1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1045.See file dsdata.txt to determine how the superseded data were derived.
 TM1045
 TM1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU8618043905(NAD 83)
 TM1045_MARKER: DH = HORIZONTAL CONTROL DISK
 TM1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1045_SP_SET: CONCRETE POST
 TM1045_STAMPING: 79 A 1989
 TM1045_MARK LOGO: NGS   
 TM1045_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1045+STABILITY: SURFACE MOTION
 TM1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM1045+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1997
 TM1045
 TM1045  HISTORY     - Date     Condition        Report By
 TM1045  HISTORY     - 1989     MONUMENTED       MTDOT
 TM1045  HISTORY     - 19941015 GOOD             MTDOT
 TM1045  HISTORY     - 19970602 GOOD             MTDOT
 TM1045
 TM1045                          STATION DESCRIPTION
 TM1045
 TM1045'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1989
 TM1045'TO REACH FROM THE DUPUYER POST OFFICE, GO NORTH ON U.S. HIGHWAY 89 FOR
 TM1045'6.08 KM (3.78 MI) TO THE MARK ON THE LEFT JUST AFTER CROSSING A
 TM1045'BRIDGE,  IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND,
 TM1045'0.5 M (1.64 FT) EAST OF A WITNESS POST, 1.1 M (3.61 FT) EAST OF
 TM1045'FENCE, 30.45 M (99.90 FT) WEST-NORTHWEST OF A CONCRETE CULVERT AND
 TM1045'38.0 M (124.67 FT) WEST OF THE CENTER OF THE HIGHWAY.
 TM1045
 TM1045                          STATION RECOVERY (1994)
 TM1045
 TM1045'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 TM1045'RECOVERED AS DESCRIBED.
 TM1045
 TM1045                          STATION RECOVERY (1997)
 TM1045
 TM1045'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TM1045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH7989 ***********************************************************************
 DH7989  PACS        -  This is a Primary Airport Control Station.
 DH7989  DESIGNATION -  7SO A
 DH7989  PID         -  DH7989
 DH7989  STATE/COUNTY-  MT/LAKE
 DH7989  USGS QUAD   -  RONAN (1964)
 DH7989
 DH7989                         *CURRENT SURVEY CONTROL
 DH7989  ___________________________________________________________________
 DH7989* NAD 83(1999)-  47 33 39.68334(N)    114 06 08.53165(W)     ADJUSTED  
 DH7989* NAVD 88     -       938.05   (meters)    3077.6    (feet)  GPS OBS   
 DH7989  ___________________________________________________________________
 DH7989  X           -  -1,761,082.435 (meters)                     COMP
 DH7989  Y           -  -3,936,512.250 (meters)                     COMP
 DH7989  Z           -   4,684,759.716 (meters)                     COMP
 DH7989  LAPLACE CORR-          10.21  (seconds)                    DEFLEC99
 DH7989  ELLIP HEIGHT-         922.78  (meters)          (01/18/06) GPS OBS
 DH7989  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 DH7989
 DH7989  HORZ ORDER  -  B
 DH7989  ELLP ORDER  -  FOURTH    CLASS II
 DH7989
 DH7989.This mark is at Ronan Airport  (7S0)
 DH7989
 DH7989.The horizontal coordinates were established by GPS observations
 DH7989.and adjusted by the SMITH SURVEYING AND CONSULTING in January 2006..
 DH7989.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH7989.DATUM ITEM on the data sheet items page.
 DH7989
 DH7989.The orthometric height was determined by GPS observations and a
 DH7989.high-resolution geoid model.
 DH7989
 DH7989.GPS derived orthometric heights for airport stations designated as
 DH7989.PACS or SACS are published to 2 decimal places.  This maintains
 DH7989.centimeter relative accuracy between the PACS and SACS.  It does
 DH7989.not indicate centimeter accuracy relative to other marks which are
 DH7989.part of the NAVD 88 network.
 DH7989
 DH7989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7989
 DH7989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7989
 DH7989.The ellipsoidal height was determined by GPS observations
 DH7989.and is referenced to NAD 83.
 DH7989
 DH7989.The geoid height was determined by GEOID03.
 DH7989
 DH7989;                    North         East     Units Scale Factor Converg.
 DH7989;SPC MT       -   378,080.127   254,036.700   MT  0.99943843   -3 21 60.0
 DH7989;SPC MT       - 1,240,420.36    833,453.74   iFT  0.99943843   -3 21 60.0
 DH7989;UTM  11      - 5,271,580.926   717,969.261   MT  1.00018389   +2 08 21.4
 DH7989
 DH7989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7989!SPC MT       -   0.99985538  x   0.99943843  =   0.99929390
 DH7989!UTM  11      -   0.99985538  x   1.00018389  =   1.00003925
 DH7989
 DH7989                          SUPERSEDED SURVEY CONTROL
 DH7989
 DH7989.No superseded survey control is available for this station.
 DH7989
 DH7989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN1796971581(NAD 83)
 DH7989_MARKER: I = METAL ROD
 DH7989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH7989_STAMPING: 7SO A 2004
 DH7989_MARK LOGO: SMISUR
 DH7989_PROJECTION: PROJECTING 8 CENTIMETERS
 DH7989_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH7989+STABILITY: POSITION/ELEVATION WELL
 DH7989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7989+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2004
 DH7989_ROD/PIPE-DEPTH: 45.7 meters
 DH7989_SLEEVE-DEPTH  : 1 meters
 DH7989
 DH7989  HISTORY     - Date     Condition        Report By
 DH7989  HISTORY     - 20040907 MONUMENTED       SMISUR
 DH7989
 DH7989                          STATION DESCRIPTION
 DH7989
 DH7989'DESCRIBED BY SMITH SURVEYING AND CONSULTING 2004
 DH7989'THE STATION IS LOCATED AT THE RONAN AIRPORT, 2.5 MI (4.02 KM) NORTH OF
 DH7989'RONAN, 2 MI (3.22 KM) SOUTHEAST OF PABLO.
 DH7989' 
 DH7989'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 93 AND STATE
 DH7989'HIGHWAY 211 IN RONAN, GO NORTH ON HIGHWAY 93 FOR 0.6 MI (0.97 KM) TO
 DH7989'AN INTERSECTION.  TURN RIGHT AND GO NORTHERLY ON OLD HIGHWAY 93 ROAD
 DH7989'FOR 2 MI (3.22 KM) TO THE INTERSECTION WITH THE AIRPORT ACCESS ROAD,
 DH7989'MARKED WITH A SIGN.  TURN RIGHT AT THE AIRPORT SIGN AND GO EASTERLY ON
 DH7989'AIRPORT ACCESS ROAD FOR 0.3 MI (0.48 KM) TO THE INTERSECTION WITH
 DH7989'TAXIWAY A.  TURN RIGHT AND GO SOUTH ON TAXIWAY A FOR 0.3 MI (0.48 KM)
 DH7989'TO STATION ON THE RIGHT ON THE FENCELINE.
 DH7989' 
 DH7989'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 3
 DH7989'INCHES (8 CM) BELOW GROUND, DRIVEN TO REFUSAL AT A DEPTH OF 150 FEET
 DH7989'(45.72 M), ENCLOSED IN A 5 INCH (12 CM) PVC PIPE WITH STANDARD NGS
 DH7989'LOGO CAP SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND.  IT IS 82
 DH7989'FEET (25.0 M) WEST OF TAXIWAY CENTERLINE, 163 FEET (49.7 M) NORTHWEST
 DH7989'OF TAXIWAY SIGN A-34, AND 7 FEET (2.1 M) EAST OF FENCELINE.  WITNESS
 DH7989'POST ON FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH7990 ***********************************************************************
 DH7990  SACS        -  This is a Secondary Airport Control Station.
 DH7990  DESIGNATION -  7SO B
 DH7990  PID         -  DH7990
 DH7990  STATE/COUNTY-  MT/LAKE
 DH7990  USGS QUAD   -  RONAN (1964)
 DH7990
 DH7990                         *CURRENT SURVEY CONTROL
 DH7990  ___________________________________________________________________
 DH7990* NAD 83(1999)-  47 34 03.89335(N)    114 06 08.44935(W)     ADJUSTED  
 DH7990* NAVD 88     -       937.95   (meters)    3077.3    (feet)  GPS OBS   
 DH7990  ___________________________________________________________________
 DH7990  X           -  -1,760,855.455 (meters)                     COMP
 DH7990  Y           -  -3,936,009.100 (meters)                     COMP
 DH7990  Z           -   4,685,264.234 (meters)                     COMP
 DH7990  LAPLACE CORR-          10.18  (seconds)                    DEFLEC99
 DH7990  ELLIP HEIGHT-         922.68  (meters)          (01/18/06) GPS OBS
 DH7990  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 DH7990
 DH7990  HORZ ORDER  -  FIRST
 DH7990  ELLP ORDER  -  FOURTH    CLASS II
 DH7990
 DH7990.This mark is at Ronan Airport  (7S0)
 DH7990
 DH7990.The horizontal coordinates were established by GPS observations
 DH7990.and adjusted by the SMITH SURVEYING AND CONSULTING in January 2006..
 DH7990.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH7990.DATUM ITEM on the data sheet items page.
 DH7990
 DH7990.The orthometric height was determined by GPS observations and a
 DH7990.high-resolution geoid model.
 DH7990
 DH7990.GPS derived orthometric heights for airport stations designated as
 DH7990.PACS or SACS are published to 2 decimal places.  This maintains
 DH7990.centimeter relative accuracy between the PACS and SACS.  It does
 DH7990.not indicate centimeter accuracy relative to other marks which are
 DH7990.part of the NAVD 88 network.
 DH7990
 DH7990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7990
 DH7990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7990
 DH7990.The ellipsoidal height was determined by GPS observations
 DH7990.and is referenced to NAD 83.
 DH7990
 DH7990.The geoid height was determined by GEOID03.
 DH7990
 DH7990;                    North         East     Units Scale Factor Converg.
 DH7990;SPC MT       -   378,826.015   254,082.301   MT  0.99943956   -3 21 59.9
 DH7990;SPC MT       - 1,242,867.50    833,603.35   iFT  0.99943956   -3 21 59.9
 DH7990;UTM  11      - 5,272,328.304   717,943.063   MT  1.00018375   +2 08 22.3
 DH7990
 DH7990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7990!SPC MT       -   0.99985540  x   0.99943956  =   0.99929504
 DH7990!UTM  11      -   0.99985540  x   1.00018375  =   1.00003912
 DH7990
 DH7990                          SUPERSEDED SURVEY CONTROL
 DH7990
 DH7990.No superseded survey control is available for this station.
 DH7990
 DH7990_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN1794372328(NAD 83)
 DH7990_MARKER: DH = HORIZONTAL CONTROL DISK
 DH7990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7990_STAMPING: 7SO B 2004
 DH7990_MARK LOGO: SMISUR
 DH7990_PROJECTION: FLUSH
 DH7990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7990+STABILITY: SURFACE MOTION
 DH7990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7990+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2004
 DH7990
 DH7990  HISTORY     - Date     Condition        Report By
 DH7990  HISTORY     - 20040907 MONUMENTED       SMISUR
 DH7990
 DH7990                          STATION DESCRIPTION
 DH7990
 DH7990'DESCRIBED BY SMITH SURVEYING AND CONSULTING 2004
 DH7990'THE STATION IS LOCATED AT THE RONAN AIRPORT, 3 MI (4.83 KM) NORTH OF
 DH7990'RONAN, 1.5 MI (2.41 KM) SOUTHEAST OF PABLO.
 DH7990' 
 DH7990'TO REACH FROM THE INTERSECTION OF US HIGHWAY 93 AND STATE HIGHWAY 211
 DH7990'IN RONAN, GO NORTH ON HIGHWAY 93 FOR 0.6 MI (0.97 KM) TO AN
 DH7990'INTERSECTION.  TURN RIGHT AND GO NORTHERLY ON OLD HIGHWAY 93 ROAD FOR
 DH7990'2 MI (3.22 KM) TO THE INTERSECTION WITH THE AIRPORT ACCESS ROAD,
 DH7990'MARKED WITH A SIGN.  TURN RIGHT AT THE AIRPORT SIGN AND GO EASTERLY ON
 DH7990'AIRPORT ACCESS ROAD FOR 0.3 MI (0.48 KM) TO THE INTERSECTION WITH
 DH7990'TAXIWAY A.  TURN LEFT AND GO NORTH ON TAXIWAY A FOR 0.1 MI (0.16 KM)
 DH7990'TO STATION ON THE LEFT IN GRASSY AREA.
 DH7990' 
 DH7990'THE STATION IS THE CENTER OF A BRASS NGS HORIZONTAL CONTROL DISK FLUSH
 DH7990'WITH THE GROUND IN THE TOP OF A 12 INCH (30 CM) CONCRETE POST 4 FT
 DH7990'(1.2 M) DEEP.  IT IS 104 FT (31.7 M) EAST OF HANGAR, 75 FT (22.9 M)
 DH7990'WEST OF THE TAXIWAY CENTERLINE, 32 FT (9.8 M) SOUTH OF THE EDGE OF
 DH7990'PAVEMENT OF THE HANGAR TAXIWAY, AND 2 FT (0.61 M) EAST OF A WITNESS
 DH7990'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH7991 ***********************************************************************
 DH7991  SACS        -  This is a Secondary Airport Control Station.
 DH7991  DESIGNATION -  7SO C
 DH7991  PID         -  DH7991
 DH7991  STATE/COUNTY-  MT/LAKE
 DH7991  USGS QUAD   -  RONAN (1964)
 DH7991
 DH7991                         *CURRENT SURVEY CONTROL
 DH7991  ___________________________________________________________________
 DH7991* NAD 83(1999)-  47 34 25.18885(N)    114 06 08.67015(W)     ADJUSTED  
 DH7991* NAVD 88     -       941.54   (meters)    3089.0    (feet)  GPS OBS   
 DH7991  ___________________________________________________________________
 DH7991  X           -  -1,760,662.387 (meters)                     COMP
 DH7991  Y           -  -3,935,566.238 (meters)                     COMP
 DH7991  Z           -   4,685,710.676 (meters)                     COMP
 DH7991  LAPLACE CORR-          10.15  (seconds)                    DEFLEC99
 DH7991  ELLIP HEIGHT-         926.27  (meters)          (01/18/06) GPS OBS
 DH7991  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 DH7991
 DH7991  HORZ ORDER  -  FIRST
 DH7991  ELLP ORDER  -  FOURTH    CLASS II
 DH7991
 DH7991.This mark is at Ronan Airport  (7S0)
 DH7991
 DH7991.The horizontal coordinates were established by GPS observations
 DH7991.and adjusted by the SMITH SURVEYING AND CONSULTING in January 2006..
 DH7991.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH7991.DATUM ITEM on the data sheet items page.
 DH7991
 DH7991.The orthometric height was determined by GPS observations and a
 DH7991.high-resolution geoid model.
 DH7991
 DH7991.GPS derived orthometric heights for airport stations designated as
 DH7991.PACS or SACS are published to 2 decimal places.  This maintains
 DH7991.centimeter relative accuracy between the PACS and SACS.  It does
 DH7991.not indicate centimeter accuracy relative to other marks which are
 DH7991.part of the NAVD 88 network.
 DH7991
 DH7991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7991
 DH7991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7991
 DH7991.The ellipsoidal height was determined by GPS observations
 DH7991.and is referenced to NAD 83.
 DH7991
 DH7991.The geoid height was determined by GEOID03.
 DH7991
 DH7991;                    North         East     Units Scale Factor Converg.
 DH7991;SPC MT       -   379,482.471   254,116.298   MT  0.99944057   -3 22 00.1
 DH7991;SPC MT       - 1,245,021.23    833,714.89   iFT  0.99944057   -3 22 00.1
 DH7991;UTM  11      - 5,272,985.482   717,913.892   MT  1.00018359   +2 08 22.9
 DH7991
 DH7991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7991!SPC MT       -   0.99985484  x   0.99944057  =   0.99929549
 DH7991!UTM  11      -   0.99985484  x   1.00018359  =   1.00003840
 DH7991
 DH7991                          SUPERSEDED SURVEY CONTROL
 DH7991
 DH7991.No superseded survey control is available for this station.
 DH7991
 DH7991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN1791472985(NAD 83)
 DH7991_MARKER: DH = HORIZONTAL CONTROL DISK
 DH7991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7991_STAMPING: 7SO C 2004
 DH7991_MARK LOGO: SMISUR
 DH7991_PROJECTION: FLUSH
 DH7991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7991+STABILITY: SURFACE MOTION
 DH7991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7991+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2004
 DH7991
 DH7991  HISTORY     - Date     Condition        Report By
 DH7991  HISTORY     - 20040907 MONUMENTED       SMISUR
 DH7991
 DH7991                          STATION DESCRIPTION
 DH7991
 DH7991'DESCRIBED BY SMITH SURVEYING AND CONSULTING 2004
 DH7991'THE STATION IS LOCATED AT THE RONAN AIRPORT, 3.5 MI (5.63 KM) NORTH OF
 DH7991'RONAN, 1 MI (1.61 KM) SOUTHEAST OF PABLO.
 DH7991' 
 DH7991'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 93 AND STATE
 DH7991'HIGHWAY 211 IN RONAN, GO NORTH ON HIGHWAY 93 FOR 0.6 MI (0.97 KM) TO
 DH7991'AN INTERSECTION.  TURN RIGHT AND GO NORTHERLY ON OLD HIGHWAY 93 ROAD
 DH7991'FOR 2 MI (3.22 KM) TO THE INTERSECTION WITH THE AIRPORT ACCESS ROAD,
 DH7991'MARKED WITH A SIGN.  TURN RIGHT AT THE AIRPORT SIGN AND GO EASTERLY ON
 DH7991'AIRPORT ACCESS ROAD FOR 0.3 MI (0.48 KM) TO THE INTERSECTION WITH
 DH7991'TAXIWAY A.  TURN LEFT AND GO NORTH ON TAXIWAY A 0.5 MI (0.80 KM) TO
 DH7991'STATION ON THE LEFT ON THE FENCELINE.
 DH7991' 
 DH7991'THE STATION IS THE CENTER OF A BRASS NGS HORIZONTAL CONTROL DISK FLUSH
 DH7991'WITH THE GROUND IN THE TOP OF A 12 INCH (30 CM) CONCRETE POST 4 FEET
 DH7991'(1.2 M) DEEP.  IT IS 90 FEET (27.4 M) WEST OF TAXIWAY CENTERLINE, 103
 DH7991'FEET (31.4 M) SOUTHWEST OF THE A-16 RUNWAY SIGN, AND 3 FEET (0.9 M)
 DH7991'EAST OF FENCELINE.  WITNESS POST ON FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0114 ***********************************************************************
 RW0114  DESIGNATION -  8
 RW0114  PID         -  RW0114
 RW0114  STATE/COUNTY-  MT/MEAGHER
 RW0114  USGS QUAD   -  CATLIN SPRING (1971)
 RW0114
 RW0114                         *CURRENT SURVEY CONTROL
 RW0114  ___________________________________________________________________
 RW0114* NAD 83(1986)-  46 26 38.     (N)    110 54 17.     (W)     SCALED    
 RW0114* NAVD 88     -      1568.675  (meters)    5146.56   (feet)  ADJUSTED  
 RW0114  ___________________________________________________________________
 RW0114  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 RW0114  DYNAMIC HT  -        1568.218 (meters)    5145.06  (feet)  COMP
 RW0114  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 RW0114
 RW0114  VERT ORDER  -  SECOND    CLASS 0
 RW0114
 RW0114.The horizontal coordinates were scaled from a topographic map and have
 RW0114.an estimated accuracy of +/- 6 seconds.
 RW0114
 RW0114.The orthometric height was determined by differential leveling
 RW0114.and adjusted by the National Geodetic Survey in June 1991..
 RW0114
 RW0114.The geoid height was determined by GEOID03.
 RW0114
 RW0114.The dynamic height is computed by dividing the NAVD 88
 RW0114.geopotential number by the normal gravity value computed on the
 RW0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0114.degrees latitude (g = 980.6199 gals.).
 RW0114
 RW0114.The modeled gravity was interpolated from observed gravity values.
 RW0114
 RW0114;                    North         East    Units  Estimated Accuracy
 RW0114;SPC MT       -   244,760.      492,130.      MT  (+/- 180 meters Scaled)
 RW0114
 RW0114                          SUPERSEDED SURVEY CONTROL
 RW0114
 RW0114  NGVD 29 (??/??/92) 1567.555  (m)         5142.89   (f) ADJ UNCH    2 0
 RW0114
 RW0114.Superseded values are not recommended for survey control.
 RW0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0114.See file dsdata.txt to determine how the superseded data were derived.
 RW0114
 RW0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS073433(NAD 83)
 RW0114_MARKER: DD = SURVEY DISK
 RW0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0114_STAMPING: CWA8
 RW0114_MARK LOGO: MTDOT 
 RW0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0114+STABILITY: SURFACE MOTION
 RW0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0114+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1996
 RW0114
 RW0114  HISTORY     - Date     Condition        Report By
 RW0114  HISTORY     - UNK      MONUMENTED       MTDOT
 RW0114  HISTORY     - 1934     GOOD             NGS
 RW0114  HISTORY     - 19960919 GOOD             MTDOT
 RW0114
 RW0114                          STATION DESCRIPTION
 RW0114
 RW0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RW0114'7.4 MI S FROM WHITE SULPHUR SPRINGS.
 RW0114'7.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, 0.2
 RW0114'MILE SOUTH OF AN EAST AND WEST FENCE, IN FLAT OPEN COUNTRY, AND 22
 RW0114'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD
 RW0114'DISK, STAMPED 8 AND SET IN THE TOP OF A CONCRETE POST.
 RW0114
 RW0114                          STATION RECOVERY (1996)
 RW0114
 RW0114'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0114'LOCATED 6.8 MI (10.9 KM) SOUTH OF WHITE SULPHUR SPRINGS.  0.1 MI (0.2
 RW0114'KM) WEST ALONG U.S.  HIGHWAYS 12 AND 89, FROM THE WHITE SPRINGS POST
 RW0114'OFFICE, THEN 6.85 SOUTH TO MILE MARKER 35, 62 FT, (18.9 M) 1.0 FT (0.3
 RW0114'M) EAST OF THE RIGHT OF WAY FENCE AND 44.0 FT (13.4 M) NORTHWEST OF
 RW0114'POWER POLE NUMBER 205.  THE MARK IS TO BE DESTROYED BY HIGHWAY
 RW0114'CONSTRUCTION AND HAS BEEN RESET AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0517 ***********************************************************************
 SQ0517  DESIGNATION -  8 DHW
 SQ0517  PID         -  SQ0517
 SQ0517  STATE/COUNTY-  MT/VALLEY
 SQ0517  USGS QUAD   -  BROWN PASS (1985)
 SQ0517
 SQ0517                         *CURRENT SURVEY CONTROL
 SQ0517  ___________________________________________________________________
 SQ0517* NAD 83(1992)-  47 47 51.45942(N)    106 58 33.54935(W)     ADJUSTED  
 SQ0517* NAVD 88     -       848.07   (+/-2cm)    2782.4    (feet)  VERTCON   
 SQ0517  ___________________________________________________________________
 SQ0517  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 SQ0517  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 SQ0517
 SQ0517  HORZ ORDER  -  THIRD
 SQ0517  VERT ORDER  -  THIRD ? (See Below)
 SQ0517
 SQ0517.The horizontal coordinates were established by classical geodetic methods
 SQ0517.and adjusted by the National Geodetic Survey in July 1992..
 SQ0517
 SQ0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0517.The vertical order pertains to the NGVD 29 superseded value.
 SQ0517
 SQ0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0517
 SQ0517.The geoid height was determined by GEOID03.
 SQ0517
 SQ0517;                    North         East     Units Scale Factor Converg.
 SQ0517;SPC MT       -   397,250.266   788,961.122   MT  0.99948661   +1 50 46.8
 SQ0517;SPC MT       - 1,303,314.52  2,588,455.12   iFT  0.99948661   +1 50 46.8
 SQ0517;UTM  13      - 5,295,698.294   352,027.615   MT  0.99986906   -1 27 50.5
 SQ0517
 SQ0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0517!SPC MT       -   0.99986962  x   0.99948661  =   0.99935630
 SQ0517!UTM  13      -   0.99986962  x   0.99986906  =   0.99973870
 SQ0517
 SQ0517:                Primary Azimuth Mark                     Grid Az
 SQ0517:SPC MT       -  FIVE PINES RESET                         100 55 29.6
 SQ0517:UTM  13      -  FIVE PINES RESET                         104 14 06.9
 SQ0517
 SQ0517|---------------------------------------------------------------------|
 SQ0517| PID    Reference Object                     Distance      Geod. Az  |
 SQ0517|                                                           dddmmss.s |
 SQ0517| SQ0516 FIVE PINES RESET                    APPROX. 7.9 KM 1024616.4 |
 SQ0517|---------------------------------------------------------------------|
 SQ0517
 SQ0517                          SUPERSEDED SURVEY CONTROL
 SQ0517
 SQ0517  NAD 83(1986)-  47 47 51.45469(N)    106 58 33.53679(W) AD(       ) 3
 SQ0517  NAD 27      -  47 47 51.41672(N)    106 58 31.25862(W) AD(       ) 3
 SQ0517  NGVD 29 (07/19/86)  847.40   (m)         2780.2    (f) LEVELING    3  
 SQ0517
 SQ0517.Superseded values are not recommended for survey control.
 SQ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0517.See file dsdata.txt to determine how the superseded data were derived.
 SQ0517
 SQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN5202895698(NAD 83)
 SQ0517_MARKER: DB = BENCH MARK DISK
 SQ0517_SETTING: 0 = UNSPECIFIED SETTING
 SQ0517
 SQ0517  HISTORY     - Date     Condition        Report By
 SQ0517  HISTORY     - 1957     MONUMENTED       USGS
 SQ0517
 SQ0517                          STATION DESCRIPTION
 SQ0517
 SQ0517'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SQ0517'HOWARD WITTMAYER RANCH HOUSE, 3.9 MI. NE. OF, 1.8 MI. S. ALONG TOP OF
 SQ0517'BLUFF -TOP IS ABOUT 250 FT. WIDE AND 382 FT. LONG -  IN SW. CORNER
 SQ0517'SECTION 34, T. 37 E., R. 24 N., 182 FT. SW. OF DIM RD., 13 FT.NE. OF
 SQ0517'EDGE OF BLUFF.
 SQ0517'
 SQ0517'STATION MARK - STANDARD TABLET IN CONCRETE POST PROJECTING 0.1 FT.
 SQ0517'STAMPED ---8 DHW 1957---.
 SQ0517'
 SQ0517'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0659 ***********************************************************************
 QW0659  DESIGNATION -  8 DHW
 QW0659  PID         -  QW0659
 QW0659  STATE/COUNTY-  MT/YELLOWSTONE
 QW0659  USGS QUAD   -  BADBABY COULEE (1980)
 QW0659
 QW0659                         *CURRENT SURVEY CONTROL
 QW0659  ___________________________________________________________________
 QW0659* NAD 83(1986)-  45 40 47.     (N)    108 15 25.     (W)     SCALED    
 QW0659* NAVD 88     -      1064.299  (meters)    3491.79   (feet)  POSTED    
 QW0659  ___________________________________________________________________
 QW0659  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 QW0659  DYNAMIC HT  -        1064.050 (meters)    3490.97  (feet)  COMP
 QW0659  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 QW0659
 QW0659  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0659
 QW0659.The horizontal coordinates were scaled from a topographic map and have
 QW0659.an estimated accuracy of +/- 6 seconds.
 QW0659
 QW0659.The orthometric height was determined by differential leveling
 QW0659.and adjusted by the National Geodetic Survey in 1992..
 QW0659.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0659.rate of 0.0 thru 1.0 mm/km.
 QW0659
 QW0659.The geoid height was determined by GEOID03.
 QW0659
 QW0659.The dynamic height is computed by dividing the NAVD 88
 QW0659.geopotential number by the normal gravity value computed on the
 QW0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0659.degrees latitude (g = 980.6199 gals.).
 QW0659
 QW0659.The modeled gravity was interpolated from observed gravity values.
 QW0659
 QW0659;                    North         East    Units  Estimated Accuracy
 QW0659;SPC MT       -   159,660.      696,810.      MT  (+/- 180 meters Scaled)
 QW0659
 QW0659                          SUPERSEDED SURVEY CONTROL
 QW0659
 QW0659.No superseded survey control is available for this station.
 QW0659
 QW0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR136621(NAD 83)
 QW0659_MARKER: DB = BENCH MARK DISK
 QW0659_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0659_SP_SET: PREFAB CONC. POST IN EARTH
 QW0659_STAMPING: 8 DHW 1967
 QW0659_MARK LOGO: USGS  
 QW0659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0659+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0659
 QW0659  HISTORY     - Date     Condition        Report By
 QW0659  HISTORY     - 1967     MONUMENTED       USGS
 QW0659
 QW0659                          STATION DESCRIPTION
 QW0659
 QW0659'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0659'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 13.5 MILES
 QW0659'SOUTHEAST ALONG U S HIGHWAY 87 TO A SMALL HILL ON THE SOUTH SIDE OF
 QW0659'THE HIGHWAY NEAR THE CENTER OF SECTION 10/TOWNSHIP 2 SOUTH/RANGE 28
 QW0659'EAST, 308 FEET NORTHWEST ALONG THE HIGHWAY FROM A SMALL DRAIN AND 43
 QW0659'FEET SOUTH OF THE HIGHWAY, WITNESS SIGN 1 FOOT SOUTH OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0394 ***********************************************************************
 QV0394  DESIGNATION -  8 JLP
 QV0394  PID         -  QV0394
 QV0394  STATE/COUNTY-  MT/POWDER RIVER
 QV0394  USGS QUAD   -  GOODSPEED BUTTE (1995)
 QV0394
 QV0394                         *CURRENT SURVEY CONTROL
 QV0394  ___________________________________________________________________
 QV0394* NAD 83(1986)-  45 15 35.     (N)    106 05 47.     (W)     SCALED    
 QV0394* NAVD 88     -      1049.883  (meters)    3444.49   (feet)  ADJUSTED  
 QV0394  ___________________________________________________________________
 QV0394  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 QV0394  DYNAMIC HT  -        1049.598 (meters)    3443.56  (feet)  COMP
 QV0394  MODELED GRAV-     980,309.5   (mgal)                       NAVD 88
 QV0394
 QV0394  VERT ORDER  -  THIRD
 QV0394
 QV0394.The horizontal coordinates were scaled from a topographic map and have
 QV0394.an estimated accuracy of +/- 6 seconds.
 QV0394
 QV0394.The orthometric height was determined by differential leveling
 QV0394.and adjusted by the National Geodetic Survey in June 1991..
 QV0394
 QV0394.The geoid height was determined by GEOID03.
 QV0394
 QV0394.The dynamic height is computed by dividing the NAVD 88
 QV0394.geopotential number by the normal gravity value computed on the
 QV0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0394.degrees latitude (g = 980.6199 gals.).
 QV0394
 QV0394.The modeled gravity was interpolated from observed gravity values.
 QV0394
 QV0394;                    North         East    Units  Estimated Accuracy
 QV0394;SPC MT       -   118,030.      867,030.      MT  (+/- 180 meters Scaled)
 QV0394
 QV0394                          SUPERSEDED SURVEY CONTROL
 QV0394
 QV0394.No superseded survey control is available for this station.
 QV0394
 QV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL139123(NAD 83)
 QV0394_MARKER: DB = BENCH MARK DISK
 QV0394_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0394_SP_SET: PREFAB CONC. POST IN EARTH
 QV0394_STAMPING: 8 JLP 1966
 QV0394_MARK LOGO: USGS  
 QV0394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0394+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0394
 QV0394  HISTORY     - Date     Condition        Report By
 QV0394  HISTORY     - 1966     MONUMENTED       USGS
 QV0394
 QV0394                          STATION DESCRIPTION
 QV0394
 QV0394'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0394'FROM BIRNEY, MONTANA, PROCEED 24.9 MILES SOUTH AND EAST ALONG A ROAD,
 QV0394'4.5 MILES SOUTH AND WEST FROM HOWE RANGER STATION, AT THE EAST EDGE
 QV0394'OF SECTION 4/TOWNSHIP 7 SOUTH/RANGE 46 EAST, 400 FEET NORTHWEST OF
 QV0394'THE ROAD AT A DRAIN CROSSING, 55 FEET SOUTHEAST AND 1.5 FEET HIGHER
 QV0394'THAN THE ROAD AT A CATTLEGUARD, 50 FEET SOUTH OF THE ROAD, 2 FEET
 QV0394'SOUTHWEST OF A FENCE LINE, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0473 ***********************************************************************
 SS0473  DESIGNATION -  8 JRP
 SS0473  PID         -  SS0473
 SS0473  STATE/COUNTY-  MT/JUDITH BASIN
 SS0473  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0473
 SS0473                         *CURRENT SURVEY CONTROL
 SS0473  ___________________________________________________________________
 SS0473* NAD 83(1986)-  47 10 26.     (N)    110 44 01.     (W)     SCALED    
 SS0473* NAVD 88     -      1384.181  (meters)    4541.27   (feet)  ADJUSTED  
 SS0473  ___________________________________________________________________
 SS0473  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 SS0473  DYNAMIC HT  -        1383.975 (meters)    4540.59  (feet)  COMP
 SS0473  MODELED GRAV-     980,415.4   (mgal)                       NAVD 88
 SS0473
 SS0473  VERT ORDER  -  SECOND    CLASS 0
 SS0473
 SS0473.The horizontal coordinates were scaled from a topographic map and have
 SS0473.an estimated accuracy of +/- 6 seconds.
 SS0473
 SS0473.The orthometric height was determined by differential leveling
 SS0473.and adjusted by the National Geodetic Survey in June 1991..
 SS0473
 SS0473.The geoid height was determined by GEOID03.
 SS0473
 SS0473.The dynamic height is computed by dividing the NAVD 88
 SS0473.geopotential number by the normal gravity value computed on the
 SS0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0473.degrees latitude (g = 980.6199 gals.).
 SS0473
 SS0473.The modeled gravity was interpolated from observed gravity values.
 SS0473
 SS0473;                    North         East    Units  Estimated Accuracy
 SS0473;SPC MT       -   325,630.      506,540.      MT  (+/- 180 meters Scaled)
 SS0473
 SS0473                          SUPERSEDED SURVEY CONTROL
 SS0473
 SS0473  NGVD 29 (??/??/92) 1383.218  (m)         4538.11   (f) ADJ UNCH    2 0
 SS0473
 SS0473.Superseded values are not recommended for survey control.
 SS0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0473.See file dsdata.txt to determine how the superseded data were derived.
 SS0473
 SS0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT201245(NAD 83)
 SS0473_MARKER: DD = SURVEY DISK
 SS0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0473_STAMPING: 8 JRP 4538 1960
 SS0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0473+STABILITY: SURFACE MOTION
 SS0473
 SS0473  HISTORY     - Date     Condition        Report By
 SS0473  HISTORY     - 1960     MONUMENTED       USGS
 SS0473  HISTORY     - 1961     GOOD             NGS
 SS0473
 SS0473                          STATION DESCRIPTION
 SS0473
 SS0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0473'8.05 MI S FROM RAYNESFORD.
 SS0473'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0473'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0473'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 7.25 MILES SOUTH ALONG STATE
 SS0473'SECONDARY ROAD 427, OR 3.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE
 SS0473'DISTRICT 23 SCHOOL AT MONARCH, THENCE 5.3 MILES NORTHEAST ALONG STATE
 SS0473'SECONDARY ROAD 427, IN SECTION 5, T 16 N, R 8 E, 250 FEET SOUTHWEST OF
 SS0473'THE SOUTHWEST CORNER OF A RANCH HOUSE, 61 FEET EAST OF THE CENTER LINE
 SS0473'OF THE ROAD, 30 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 63
 SS0473'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROADS, 2 1/2
 SS0473'FEET SOUTHWEST OF A TELEPHONE POLE BRACED BY A GUY WIRE, 1 1/2 FEET
 SS0473'SOUTHWEST OF A FENCE CORNER, 0.6 FOOT EAST OF A METAL WITNESS POST,
 SS0473'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 SS0473'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0634 ***********************************************************************
 RU0634  DESIGNATION -  8 JRP
 RU0634  PID         -  RU0634
 RU0634  STATE/COUNTY-  MT/ROSEBUD
 RU0634  USGS QUAD   -  INDIAN CREEK (1971)
 RU0634
 RU0634                         *CURRENT SURVEY CONTROL
 RU0634  ___________________________________________________________________
 RU0634* NAD 83(1986)-  46 08 28.     (N)    106 15 31.     (W)     SCALED    
 RU0634* NAVD 88     -       851.793  (meters)    2794.59   (feet)  ADJUSTED  
 RU0634  ___________________________________________________________________
 RU0634  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 RU0634  DYNAMIC HT  -         851.681 (meters)    2794.22  (feet)  COMP
 RU0634  MODELED GRAV-     980,454.3   (mgal)                       NAVD 88
 RU0634
 RU0634  VERT ORDER  -  THIRD
 RU0634
 RU0634.The horizontal coordinates were scaled from a topographic map and have
 RU0634.an estimated accuracy of +/- 6 seconds.
 RU0634
 RU0634.The orthometric height was determined by differential leveling
 RU0634.and adjusted by the National Geodetic Survey in June 1991..
 RU0634
 RU0634.The geoid height was determined by GEOID03.
 RU0634
 RU0634.The dynamic height is computed by dividing the NAVD 88
 RU0634.geopotential number by the normal gravity value computed on the
 RU0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0634.degrees latitude (g = 980.6199 gals.).
 RU0634
 RU0634.The modeled gravity was interpolated from observed gravity values.
 RU0634
 RU0634;                    North         East    Units  Estimated Accuracy
 RU0634;SPC MT       -   215,330.      850,260.      MT  (+/- 180 meters Scaled)
 RU0634
 RU0634                          SUPERSEDED SURVEY CONTROL
 RU0634
 RU0634.No superseded survey control is available for this station.
 RU0634
 RU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM027104(NAD 83)
 RU0634_MARKER: DB = BENCH MARK DISK
 RU0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0634_SP_SET: COPPER-CLAD STEEL ROD
 RU0634_STAMPING: 8 JRP 1969
 RU0634_MARK LOGO: USGS  
 RU0634_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0634+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0634
 RU0634  HISTORY     - Date     Condition        Report By
 RU0634  HISTORY     - 1969     MONUMENTED       USGS
 RU0634
 RU0634                          STATION DESCRIPTION
 RU0634
 RU0634'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0634'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0634'AND 12, THENCE 11.6 MILES SOUTHEAST ALONG SWEENEY CREEK ROAD AT BAR
 RU0634'SEVENTY-ONE RANCH, 4 FEET WEST OF THE SOUTHWEST CORNER OF A Y-ROAD
 RU0634'AND FENCE, 1.5 FEET WEST OF AN IRON WITNESS POST.  A COPPER-CLAD
 RU0634'STEEL ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0689 ***********************************************************************
 QW0689  DESIGNATION -  8 JRP
 QW0689  PID         -  QW0689
 QW0689  STATE/COUNTY-  MT/BIG HORN
 QW0689  USGS QUAD   -  PRYOR (1980)
 QW0689
 QW0689                         *CURRENT SURVEY CONTROL
 QW0689  ___________________________________________________________________
 QW0689* NAD 83(1986)-  45 26 01.     (N)    108 36 54.     (W)     SCALED    
 QW0689* NAVD 88     -      1301.544  (meters)    4270.15   (feet)  POSTED    
 QW0689  ___________________________________________________________________
 QW0689  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 QW0689  DYNAMIC HT  -        1301.140 (meters)    4268.82  (feet)  COMP
 QW0689  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 QW0689
 QW0689  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0689
 QW0689.The horizontal coordinates were scaled from a topographic map and have
 QW0689.an estimated accuracy of +/- 6 seconds.
 QW0689
 QW0689.The orthometric height was determined by differential leveling
 QW0689.and adjusted by the National Geodetic Survey in 1992..
 QW0689.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0689.rate of 0.0 thru 1.0 mm/km.
 QW0689
 QW0689.The geoid height was determined by GEOID03.
 QW0689
 QW0689.The dynamic height is computed by dividing the NAVD 88
 QW0689.geopotential number by the normal gravity value computed on the
 QW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0689.degrees latitude (g = 980.6199 gals.).
 QW0689
 QW0689.The modeled gravity was interpolated from observed gravity values.
 QW0689
 QW0689;                    North         East    Units  Estimated Accuracy
 QW0689;SPC MT       -   131,940.      669,230.      MT  (+/- 180 meters Scaled)
 QW0689
 QW0689                          SUPERSEDED SURVEY CONTROL
 QW0689
 QW0689.No superseded survey control is available for this station.
 QW0689
 QW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR865338(NAD 83)
 QW0689_MARKER: DB = BENCH MARK DISK
 QW0689_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0689_SP_SET: PREFAB CONC. POST IN EARTH
 QW0689_STAMPING: 8 JRP 1967
 QW0689_MARK LOGO: USGS  
 QW0689_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0689+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0689
 QW0689  HISTORY     - Date     Condition        Report By
 QW0689  HISTORY     - 1967     MONUMENTED       USGS
 QW0689
 QW0689                          STATION DESCRIPTION
 QW0689
 QW0689'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0689'FROM EDGAR, MONTANA POST OFFICE, PROCEED 13.1 MILES EAST ALONG PRYOR
 QW0689'ROAD, 4.3 MILES WEST OF POST OFFICE IN PRYOR, 960 FEET WEST OF A
 QW0689'DRAIN CROSSING, 48 FEET SOUTH AND 5 FEET LOWER THAN THE ROAD, 1 FOOT
 QW0689'NORTH OF A RIGHT-OF-WAY FENCE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0346 ***********************************************************************
 QU0346  DESIGNATION -  8 RCN
 QU0346  PID         -  QU0346
 QU0346  STATE/COUNTY-  MT/CARTER
 QU0346  USGS QUAD   -  CHALK BUTTES (1993)
 QU0346
 QU0346                         *CURRENT SURVEY CONTROL
 QU0346  ___________________________________________________________________
 QU0346* NAD 83(1986)-  45 43 10.     (N)    104 39 06.     (W)     SCALED    
 QU0346* NAVD 88     -      1055.747  (meters)    3463.73   (feet)  ADJUSTED  
 QU0346  ___________________________________________________________________
 QU0346  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 QU0346  DYNAMIC HT  -        1055.526 (meters)    3463.00  (feet)  COMP
 QU0346  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 QU0346
 QU0346  VERT ORDER  -  THIRD
 QU0346
 QU0346.The horizontal coordinates were scaled from a topographic map and have
 QU0346.an estimated accuracy of +/- 6 seconds.
 QU0346
 QU0346.The orthometric height was determined by differential leveling
 QU0346.and adjusted by the National Geodetic Survey in June 1991..
 QU0346
 QU0346.The geoid height was determined by GEOID03.
 QU0346
 QU0346.The dynamic height is computed by dividing the NAVD 88
 QU0346.geopotential number by the normal gravity value computed on the
 QU0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0346.degrees latitude (g = 980.6199 gals.).
 QU0346
 QU0346.The modeled gravity was interpolated from observed gravity values.
 QU0346
 QU0346;                    North         East    Units  Estimated Accuracy
 QU0346;SPC MT       -   174,980.      977,090.      MT  (+/- 180 meters Scaled)
 QU0346
 QU0346                          SUPERSEDED SURVEY CONTROL
 QU0346
 QU0346.No superseded survey control is available for this station.
 QU0346
 QU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL271629(NAD 83)
 QU0346_MARKER: DB = BENCH MARK DISK
 QU0346_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0346_SP_SET: COPPER-CLAD STEEL ROD
 QU0346_STAMPING: 8 RCN 1973 3462
 QU0346_MARK LOGO: USGS  
 QU0346_PROJECTION: FLUSH
 QU0346_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0346+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0346_ROD/PIPE-DEPTH: 17   meters
 QU0346
 QU0346  HISTORY     - Date     Condition        Report By
 QU0346  HISTORY     - 1973     MONUMENTED       USGS
 QU0346
 QU0346                          STATION DESCRIPTION
 QU0346
 QU0346'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0346'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 16.4 MILES SOUTH ALONG
 QU0346'CHALK BUTTES ROAD, 81 FEET DUE WEST OF THE ROAD AT A CATTLEGUARD, 5.0
 QU0346'FEET WEST OF AN ANGLE IN THE FENCE, 1.5 FEET SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0512 ***********************************************************************
 RU0512  DESIGNATION -  8 RDS
 RU0512  PID         -  RU0512
 RU0512  STATE/COUNTY-  MT/ROSEBUD
 RU0512  USGS QUAD   -  GREBE RANCH (1980)
 RU0512
 RU0512                         *CURRENT SURVEY CONTROL
 RU0512  ___________________________________________________________________
 RU0512* NAD 83(1986)-  46 43 09.     (N)    107 43 49.     (W)     SCALED    
 RU0512* NAVD 88     -       920.124  (meters)    3018.77   (feet)  ADJUSTED  
 RU0512  ___________________________________________________________________
 RU0512  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 RU0512  DYNAMIC HT  -         920.052 (meters)    3018.54  (feet)  COMP
 RU0512  MODELED GRAV-     980,504.1   (mgal)                       NAVD 88
 RU0512
 RU0512  VERT ORDER  -  SECOND    CLASS 0
 RU0512
 RU0512.The horizontal coordinates were scaled from a topographic map and have
 RU0512.an estimated accuracy of +/- 6 seconds.
 RU0512
 RU0512.The orthometric height was determined by differential leveling
 RU0512.and adjusted by the National Geodetic Survey in June 1991..
 RU0512
 RU0512.The geoid height was determined by GEOID03.
 RU0512
 RU0512.The dynamic height is computed by dividing the NAVD 88
 RU0512.geopotential number by the normal gravity value computed on the
 RU0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0512.degrees latitude (g = 980.6199 gals.).
 RU0512
 RU0512.The modeled gravity was interpolated from observed gravity values.
 RU0512
 RU0512;                    North         East    Units  Estimated Accuracy
 RU0512;SPC MT       -   275,900.      735,210.      MT  (+/- 180 meters Scaled)
 RU0512
 RU0512                          SUPERSEDED SURVEY CONTROL
 RU0512
 RU0512  NGVD 29 (??/??/92)  919.48   (m)         3016.7    (f) COMPUTED    2 0
 RU0512
 RU0512.Superseded values are not recommended for survey control.
 RU0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0512.See file dsdata.txt to determine how the superseded data were derived.
 RU0512
 RU0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM913775(NAD 83)
 RU0512_MARKER: DB = BENCH MARK DISK
 RU0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0512_SP_SET: CONCRETE POST
 RU0512_STAMPING: 8 RDS 1962
 RU0512_MARK LOGO: USGS  
 RU0512_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0512+STABILITY: SURFACE MOTION
 RU0512
 RU0512  HISTORY     - Date     Condition        Report By
 RU0512  HISTORY     - 1962     MONUMENTED       USGS
 RU0512
 RU0512                          STATION DESCRIPTION
 RU0512
 RU0512'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0512'20.1 KM (12.50 MI) NE FROM MELSTONE.
 RU0512'4.4 MILES WEST OF THE MELSTONE POET OFFICE ALONG U. S. HIGHWAY 12,
 RU0512'THENCE 8.1 MILES NORTH ALONG THE MAIN GRADED ROAD, 0.25 MILES EAST
 RU0512'OF THE 1/4 CORNER OF SECTIONS 7 AND 8, T. 11 N., R. 32 E., 167 FEET
 RU0512'NORTH OF THE CENTER OF ROAD AT POWER LINE CROSSING, 22 FEET SOUTH AND
 RU0512'61 FEET WEST OF THE ROAD AT EAST-WEST TRAIL, 52 FEET NORTHWEST OF THE
 RU0512'(NORMAL TO) CENTER OF ROAD.
 RU0512'THE MARK IS 0.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0803 ***********************************************************************
 PZ0803  DESIGNATION -  8 RDS
 PZ0803  PID         -  PZ0803
 PZ0803  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0803  USGS QUAD   -  PRICE CREEK (1968)
 PZ0803
 PZ0803                         *CURRENT SURVEY CONTROL
 PZ0803  ___________________________________________________________________
 PZ0803* NAD 83(1992)-  44 59 23.06688(N)    112 27 29.92275(W)     ADJUSTED  
 PZ0803* NAVD 88     -      1846.23   (+/-2cm)    6057.2    (feet)  VERTCON   
 PZ0803  ___________________________________________________________________
 PZ0803  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 PZ0803  GEOID HEIGHT-         -10.23  (meters)                     GEOID03
 PZ0803
 PZ0803  HORZ ORDER  -  THIRD
 PZ0803  VERT ORDER  -  THIRD ? (See Below)
 PZ0803
 PZ0803.The horizontal coordinates were established by classical geodetic methods
 PZ0803.and adjusted by the National Geodetic Survey in July 1992..
 PZ0803
 PZ0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0803.The vertical order pertains to the NGVD 29 superseded value.
 PZ0803
 PZ0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0803
 PZ0803.The geoid height was determined by GEOID03.
 PZ0803
 PZ0803;                    North         East     Units Scale Factor Converg.
 PZ0803;SPC MT       -    86,629.448   366,758.873   MT  1.00000617   -2 09 50.5
 PZ0803;SPC MT       -   284,217.35  1,203,277.14   iFT  1.00000617   -2 09 50.5
 PZ0803;UTM  12      - 4,982,845.139   385,042.184   MT  0.99976250   -1 01 52.0
 PZ0803
 PZ0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0803!SPC MT       -   0.99971222  x   1.00000617  =   0.99971839
 PZ0803!UTM  12      -   0.99971222  x   0.99976250  =   0.99947479
 PZ0803
 PZ0803:                Primary Azimuth Mark                     Grid Az
 PZ0803:SPC MT       -  ASHBOUGH ET                              287 51 29.1
 PZ0803:UTM  12      -  ASHBOUGH ET                              286 43 30.6
 PZ0803
 PZ0803|---------------------------------------------------------------------|
 PZ0803| PID    Reference Object                     Distance      Geod. Az  |
 PZ0803|                                                           dddmmss.s |
 PZ0803| QY0522 ASHBOUGH ET                         APPROX.12.3 KM 2854138.6 |
 PZ0803|---------------------------------------------------------------------|
 PZ0803
 PZ0803                          SUPERSEDED SURVEY CONTROL
 PZ0803
 PZ0803  NAD 83(1986)-  44 59 23.06428(N)    112 27 29.92080(W) AD(       ) 3
 PZ0803  NGVD 29 (06/12/90) 1844.97   (m)         6053.0    (f) LEVELING    3  
 PZ0803
 PZ0803.Superseded values are not recommended for survey control.
 PZ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0803.See file dsdata.txt to determine how the superseded data were derived.
 PZ0803
 PZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ8504282845(NAD 83)
 PZ0803_MARKER: DS = TRIANGULATION STATION DISK
 PZ0803_SETTING: 0 = UNSPECIFIED SETTING
 PZ0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0803
 PZ0803  HISTORY     - Date     Condition        Report By
 PZ0803  HISTORY     - 1961     MONUMENTED       USGS
 PZ0803
 PZ0803                          STATION DESCRIPTION
 PZ0803
 PZ0803'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 PZ0803'STATION LOCATED APPROXIMATELY 18.5 MI. SE. OF DILLON, MONTANA, AND
 PZ0803'APPROXIMATELY 28.0 MI. SW. OF ALDER, MONTANA, ON THE S. SIDE OF THE
 PZ0803'BLACKTAIL CREEK ROAD.
 PZ0803'
 PZ0803'STATION IS BEST REACHED FROM DILLON POST OFFICE, BY DRIVING S. ON U.S.
 PZ0803'HIGHWAY 91 1.0 MI., THENCE SE. ON BLACKTAIL CREEK ROAD 19.1 MI. TO A
 PZ0803'POINT WHERE A E-W. FENCE LINE CROSSES ROAD.  STATION IS 100 FT. W. OF
 PZ0803'ROAD, 1.0 FT. S. OF FENCE, AND 37 FT. N. OF A TRUCK ROAD LEADING SW.
 PZ0803'
 PZ0803'RECOVERED BY USGS IN 1965 AND 1968.
 PZ0803'
 PZ0803'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST AND PROJECTING
 PZ0803'0.6 FT. ABOVE GROUND, STAMPED---8 RDS 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0532 ***********************************************************************
 TK0532  DESIGNATION -  8 REB
 TK0532  PID         -  TK0532
 TK0532  STATE/COUNTY-  MT/BLAINE
 TK0532  USGS QUAD   -  HARLEM (1964)
 TK0532
 TK0532                         *CURRENT SURVEY CONTROL
 TK0532  ___________________________________________________________________
 TK0532* NAD 83(1986)-  48 32 46.     (N)    108 46 41.     (W)     SCALED    
 TK0532* NAVD 88     -       733.361  (meters)    2406.04   (feet)  POSTED    
 TK0532  ___________________________________________________________________
 TK0532  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 TK0532  DYNAMIC HT  -         733.450 (meters)    2406.33  (feet)  COMP
 TK0532  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 TK0532
 TK0532  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0532
 TK0532.The horizontal coordinates were scaled from a topographic map and have
 TK0532.an estimated accuracy of +/- 6 seconds.
 TK0532
 TK0532.The orthometric height was determined by differential leveling
 TK0532.and adjusted by the National Geodetic Survey in 1992..
 TK0532.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0532.rate of 0.0 thru 1.0 mm/km.
 TK0532
 TK0532.The geoid height was determined by GEOID03.
 TK0532
 TK0532.The dynamic height is computed by dividing the NAVD 88
 TK0532.geopotential number by the normal gravity value computed on the
 TK0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0532.degrees latitude (g = 980.6199 gals.).
 TK0532
 TK0532.The modeled gravity was interpolated from observed gravity values.
 TK0532
 TK0532;                    North         East    Units  Estimated Accuracy
 TK0532;SPC MT       -   477,650.      653,290.      MT  (+/- 180 meters Scaled)
 TK0532
 TK0532                          SUPERSEDED SURVEY CONTROL
 TK0532
 TK0532.No superseded survey control is available for this station.
 TK0532
 TK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU639793(NAD 83)
 TK0532_MARKER: DB = BENCH MARK DISK
 TK0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0532_SP_SET: COPPER-CLAD STEEL ROD
 TK0532_STAMPING: 8 REB 1979
 TK0532_MARK LOGO: USGS  
 TK0532_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0532_ROD/PIPE-DEPTH: 4.57 meters
 TK0532
 TK0532  HISTORY     - Date     Condition        Report By
 TK0532  HISTORY     - 1979     MONUMENTED       USGS
 TK0532
 TK0532                          STATION DESCRIPTION
 TK0532
 TK0532'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0532'1.4 KM (0.90 MI) NORTH FROM HARLEM.
 TK0532'0.9 MILES NORTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN HARLEM
 TK0532'ALONG HIGHWAY 241, 0.2 MILES NORTHEAST OF THE ENTRANCE TO THE
 TK0532'CEMETERY, 0.1 MILES EAST OF THE WEST 1/4 CORNER OF SECTION 8, T32N,
 TK0532'R23E, ABOUT 350 FEET NORTHWEST OF A T - ROAD HEADING NORTHWEST AT A
 TK0532'BRIDGE, 1.4 FEET SOUTHWEST OF THE SOUTH CORNER AND 1.3 FEET LOWER
 TK0532'THAN THE FLOOR LINE OF AN 18 BY 28 FEET BRICK CIVIL DEFENSE BUILDING.
 TK0532'THE MARK IS 2.6 FT  SE FROM  A WITNESS POST
 TK0532'THE MARK IS 1.3 FT BELOW BUILDING FLOOR LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7732 ***********************************************************************
 AB7732  DESIGNATION -  8 RESET
 AB7732  PID         -  AB7732
 AB7732  STATE/COUNTY-  MT/MEAGHER
 AB7732  USGS QUAD   -  CATLIN SPRING (1971)
 AB7732
 AB7732                         *CURRENT SURVEY CONTROL
 AB7732  ___________________________________________________________________
 AB7732* NAD 83(1986)-  46 26 38.     (N)    110 54 17.     (W)     SCALED    
 AB7732* NAVD 88     -      1568.79   (meters)    5146.9    (feet)  RESET     
 AB7732  ___________________________________________________________________
 AB7732  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 AB7732
 AB7732  VERT ORDER  -  THIRD
 AB7732
 AB7732.The horizontal coordinates were scaled from a topographic map and have
 AB7732.an estimated accuracy of +/- 6 seconds.
 AB7732
 AB7732.The orthometric height was computed from unverified reset data.
 AB7732
 AB7732.The geoid height was determined by GEOID03.
 AB7732
 AB7732;                    North         East    Units  Estimated Accuracy
 AB7732;SPC MT       -   244,760.      492,130.      MT  (+/- 180 meters Scaled)
 AB7732
 AB7732                          SUPERSEDED SURVEY CONTROL
 AB7732
 AB7732.No superseded survey control is available for this station.
 AB7732
 AB7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS073433(NAD 83)
 AB7732_MARKER: I = METAL ROD
 AB7732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB7732_STAMPING: 8 RESET 1996
 AB7732_MARK LOGO: NONE  
 AB7732_PROJECTION: FLUSH
 AB7732_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7732+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7732_ROD/PIPE-DEPTH: 0.8  meters
 AB7732
 AB7732  HISTORY     - Date     Condition        Report By
 AB7732  HISTORY     - 1996     MONUMENTED       MTDOT
 AB7732
 AB7732                          STATION DESCRIPTION
 AB7732
 AB7732'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 AB7732'LOCATED 6.8 MI (10.9 KM) SOUTH OF WHITE SULPHUR SPRINGS.  0.1 MI (0.2
 AB7732'KM) WEST ALONG U.S.  HIGHWAYS 12 AND 89, FROM THE WHITE SPRINGS POST
 AB7732'OFFICE, THEN 6.85 SOUTH TO MILE MARKER 35, 77.0 FT (23.5 M) EAST OF
 AB7732'THE CENTER OF THE HIGHWAY, 63.1 FT (19.2 M) EAST OF THE EAST RIGHT OF
 AB7732'WAY FENCE, 62.0 FT (18.9 M) NORTHEAST OF POWER POLE NUMBER 205, 56.2
 AB7732'FT (17.1 M) EAST OF THE RIGHT OF WAY FENCE, 3.0 FT (0.9 M) WEST OF A
 AB7732'WITNESS POST, AND 29 FEET (8.8 M) SOUTH OF BEING ON LINE WITH MILE
 AB7732'MARKER 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0980 ***********************************************************************
 TN0980  DESIGNATION -  8 RHM
 TN0980  PID         -  TN0980
 TN0980  STATE/COUNTY-  MT/LINCOLN
 TN0980  USGS QUAD   -  GOLD HILL (1963)
 TN0980
 TN0980                         *CURRENT SURVEY CONTROL
 TN0980  ___________________________________________________________________
 TN0980* NAD 83(1986)-  48 34 08.     (N)    115 34 24.     (W)     SCALED    
 TN0980* NAVD 88     -       901.893  (meters)    2958.96   (feet)  ADJUSTED  
 TN0980  ___________________________________________________________________
 TN0980  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TN0980  DYNAMIC HT  -         901.932 (meters)    2959.09  (feet)  COMP
 TN0980  MODELED GRAV-     980,623.4   (mgal)                       NAVD 88
 TN0980
 TN0980  VERT ORDER  -  THIRD
 TN0980
 TN0980.The horizontal coordinates were scaled from a topographic map and have
 TN0980.an estimated accuracy of +/- 6 seconds.
 TN0980
 TN0980.The orthometric height was determined by differential leveling
 TN0980.and adjusted by the National Geodetic Survey in June 1991..
 TN0980
 TN0980.The geoid height was determined by GEOID03.
 TN0980
 TN0980.The dynamic height is computed by dividing the NAVD 88
 TN0980.geopotential number by the normal gravity value computed on the
 TN0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0980.degrees latitude (g = 980.6199 gals.).
 TN0980
 TN0980.The modeled gravity was interpolated from observed gravity values.
 TN0980
 TN0980;                    North         East    Units  Estimated Accuracy
 TN0980;SPC MT       -   497,300.      152,340.      MT  (+/- 180 meters Scaled)
 TN0980
 TN0980                          SUPERSEDED SURVEY CONTROL
 TN0980
 TN0980.No superseded survey control is available for this station.
 TN0980
 TN0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP052805(NAD 83)
 TN0980_MARKER: DB = BENCH MARK DISK
 TN0980_SETTING: 66 = SET IN ROCK OUTCROP
 TN0980_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0980_STAMPING: 8 RHM 1963
 TN0980_MARK LOGO: USGS  
 TN0980_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0980+STABILITY: POSITION/ELEVATION WELL
 TN0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0980+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0980
 TN0980  HISTORY     - Date     Condition        Report By
 TN0980  HISTORY     - 1963     MONUMENTED       USGS
 TN0980
 TN0980                          STATION DESCRIPTION
 TN0980
 TN0980'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0980'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0980'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 15.2
 TN0980'MILES NORTH ALONG ROAD 68 TO A CLEARING ON THE EAST SIDE OF THE
 TN0980'HIGHWAY, IN SECTION 4/TOWNSHIP 32 NORTH/RANGE 31 WEST, 52 FEET EAST
 TN0980'OF THE ROAD, IN THE TOP OF AN EMBEDDED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1076 ***********************************************************************
 SU1076  DESIGNATION -  8 RHM
 SU1076  PID         -  SU1076
 SU1076  STATE/COUNTY-  MT/FLATHEAD
 SU1076  USGS QUAD   -  COOK MOUNTAIN (1964)
 SU1076
 SU1076                         *CURRENT SURVEY CONTROL
 SU1076  ___________________________________________________________________
 SU1076* NAD 83(1986)-  47 51 53.     (N)    115 00 02.     (W)     SCALED    
 SU1076* NAVD 88     -       958.794  (meters)    3145.64   (feet)  ADJUSTED  
 SU1076  ___________________________________________________________________
 SU1076  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SU1076  DYNAMIC HT  -         958.756 (meters)    3145.52  (feet)  COMP
 SU1076  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 SU1076
 SU1076  VERT ORDER  -  THIRD
 SU1076
 SU1076.The horizontal coordinates were scaled from a topographic map and have
 SU1076.an estimated accuracy of +/- 6 seconds.
 SU1076
 SU1076.The orthometric height was determined by differential leveling
 SU1076.and adjusted by the National Geodetic Survey in June 1991..
 SU1076
 SU1076.The geoid height was determined by GEOID03.
 SU1076
 SU1076.The dynamic height is computed by dividing the NAVD 88
 SU1076.geopotential number by the normal gravity value computed on the
 SU1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1076.degrees latitude (g = 980.6199 gals.).
 SU1076
 SU1076.The modeled gravity was interpolated from observed gravity values.
 SU1076
 SU1076;                    North         East    Units  Estimated Accuracy
 SU1076;SPC MT       -   416,100.      188,990.      MT  (+/- 180 meters Scaled)
 SU1076
 SU1076                          SUPERSEDED SURVEY CONTROL
 SU1076
 SU1076  NGVD 29 (??/??/92)  957.59   (m)         3141.7    (f) COMPUTED    3 0
 SU1076
 SU1076.Superseded values are not recommended for survey control.
 SU1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1076.See file dsdata.txt to determine how the superseded data were derived.
 SU1076
 SU1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP495032(NAD 83)
 SU1076_MARKER: DB = BENCH MARK DISK
 SU1076_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1076_SP_SET: PREFAB CONC. POST IN EARTH
 SU1076_STAMPING: 8 RHM 1964
 SU1076_MARK LOGO: USGS  
 SU1076_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1076+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1076
 SU1076  HISTORY     - Date     Condition        Report By
 SU1076  HISTORY     - 1964     MONUMENTED       USGS
 SU1076
 SU1076                          STATION DESCRIPTION
 SU1076
 SU1076'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1076'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1076'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 16.0 MILES
 SU1076'SOUTH ALONG THOMPSON RIVER ROAD TO CROSSROADS, 3.7 MILES SOUTH OF
 SU1076'BEND GUARD STATION, 365 FEET NORTH OF CROSSROADS AND 35 FEET WEST OF
 SU1076'MAIN ROAD AND 2.0 FEET LOWER THAN ROAD OPPOSITE OF BM, PROJECTING 1.3
 SU1076'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0697 ***********************************************************************
 TL0697  DESIGNATION -  8 WCA
 TL0697  PID         -  TL0697
 TL0697  STATE/COUNTY-  MT/LIBERTY
 TL0697  USGS QUAD   -  BOBCAT COULEE SE (1963)
 TL0697
 TL0697                         *CURRENT SURVEY CONTROL
 TL0697  ___________________________________________________________________
 TL0697* NAD 83(1986)-  48 45 18.     (N)    110 46 23.     (W)     SCALED    
 TL0697* NAVD 88     -       988.377  (meters)    3242.70   (feet)  ADJUSTED  
 TL0697  ___________________________________________________________________
 TL0697  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TL0697  DYNAMIC HT  -         988.478 (meters)    3243.03  (feet)  COMP
 TL0697  MODELED GRAV-     980,677.6   (mgal)                       NAVD 88
 TL0697
 TL0697  VERT ORDER  -  THIRD
 TL0697
 TL0697.The horizontal coordinates were scaled from a topographic map and have
 TL0697.an estimated accuracy of +/- 6 seconds.
 TL0697
 TL0697.The orthometric height was determined by differential leveling
 TL0697.and adjusted by the National Geodetic Survey in June 1991..
 TL0697
 TL0697.The geoid height was determined by GEOID03.
 TL0697
 TL0697.The dynamic height is computed by dividing the NAVD 88
 TL0697.geopotential number by the normal gravity value computed on the
 TL0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0697.degrees latitude (g = 980.6199 gals.).
 TL0697
 TL0697.The modeled gravity was interpolated from observed gravity values.
 TL0697
 TL0697;                    North         East    Units  Estimated Accuracy
 TL0697;SPC MT       -   501,380.      506,410.      MT  (+/- 180 meters Scaled)
 TL0697
 TL0697                          SUPERSEDED SURVEY CONTROL
 TL0697
 TL0697.No superseded survey control is available for this station.
 TL0697
 TL0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV166002(NAD 83)
 TL0697_MARKER: DB = BENCH MARK DISK
 TL0697_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0697_SP_SET: PREFAB CONC. POST IN EARTH
 TL0697_STAMPING: 8 WCA 1963 3240
 TL0697_MARK LOGO: USGS  
 TL0697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0697+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0697
 TL0697  HISTORY     - Date     Condition        Report By
 TL0697  HISTORY     - 1963     MONUMENTED       USGS
 TL0697
 TL0697                          STATION DESCRIPTION
 TL0697
 TL0697'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0697'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 13.6 MILES NORTH
 TL0697'ALONG JOPLIN ROAD, IN THE SOUTHEAST CORNER OF SECTION 26/TOWNSHIP 35
 TL0697'NORTH/RANGE 7 EAST, 34 FEET NORTH OF AN EAST-WEST TRACK ROAD AND 112
 TL0697'FEET WEST OF A NORTH-SOUTH ROAD AND THE SAME ELEVATION AS THE
 TL0697'CROSSROADS, IN AN EAST-WEST FIELD LINE, 3.4 FEET EAST OF THE EAST
 TL0697'EDGE OF A ROCK PILE, PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0189 ***********************************************************************
 PY0189  DESIGNATION -  8 WG
 PY0189  PID         -  PY0189
 PY0189  STATE/COUNTY-  MT/GALLATIN
 PY0189  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0189
 PY0189                         *CURRENT SURVEY CONTROL
 PY0189  ___________________________________________________________________
 PY0189* NAD 83(1986)-  44 48 06.     (N)    111 06 34.     (W)     SCALED    
 PY0189* NAVD 88     -      2047.822  (meters)    6718.56   (feet)  ADJUSTED  
 PY0189  ___________________________________________________________________
 PY0189  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0189  DYNAMIC HT  -        2046.686 (meters)    6714.84  (feet)  COMP
 PY0189  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 PY0189
 PY0189  VERT ORDER  -  FIRST     CLASS II
 PY0189
 PY0189.The horizontal coordinates were scaled from a topographic map and have
 PY0189.an estimated accuracy of +/- 6 seconds.
 PY0189
 PY0189.The orthometric height was determined by differential leveling
 PY0189.and adjusted by the National Geodetic Survey in June 1991..
 PY0189
 PY0189.The geoid height was determined by GEOID03.
 PY0189
 PY0189.The dynamic height is computed by dividing the NAVD 88
 PY0189.geopotential number by the normal gravity value computed on the
 PY0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0189.degrees latitude (g = 980.6199 gals.).
 PY0189
 PY0189.The modeled gravity was interpolated from observed gravity values.
 PY0189
 PY0189;                    North         East    Units  Estimated Accuracy
 PY0189;SPC MT       -    62,630.      472,660.      MT  (+/- 180 meters Scaled)
 PY0189
 PY0189                          SUPERSEDED SURVEY CONTROL
 PY0189
 PY0189  NGVD 29 (??/??/92) 2046.218  (m)         6713.30   (f) ADJ UNCH    1 2
 PY0189
 PY0189.Superseded values are not recommended for survey control.
 PY0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0189.See file dsdata.txt to determine how the superseded data were derived.
 PY0189
 PY0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ913609(NAD 83)
 PY0189_MARKER: DD = SURVEY DISK
 PY0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0189_SP_SET: BRIDGE CURB
 PY0189_STAMPING: WG NO 8 6712.0 1932
 PY0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0189
 PY0189  HISTORY     - Date     Condition        Report By
 PY0189  HISTORY     - 1932     MONUMENTED       BPR
 PY0189  HISTORY     - 1960     GOOD             NGS
 PY0189  HISTORY     - 1980     MARK NOT FOUND   USGS
 PY0189
 PY0189                          STATION DESCRIPTION
 PY0189
 PY0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0189'10.25 MI N FROM WEST YELLOWSTONE.
 PY0189'ABOUT 10.25 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0189'RAILROAD STATION AT WEST YELLOWSTONE, SET IN THE TOP OF THE NORTHWEST
 PY0189'END OF THE CONCRETE CURB OF THE SOUTHWEST GUARD RAIL OF A BRIDGE OVER
 PY0189'GRAYLING CREEK, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PY0189'ABOUT 6 INCHES ABOVE THE HIGHWAY.
 PY0189
 PY0189                          STATION RECOVERY (1980)
 PY0189
 PY0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PY0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0411 ***********************************************************************
 TJ0411  DESIGNATION -  8 WR
 TJ0411  PID         -  TJ0411
 TJ0411  STATE/COUNTY-  MT/PHILLIPS
 TJ0411  USGS QUAD   -  HEWITT LAKE SW (1968)
 TJ0411
 TJ0411                         *CURRENT SURVEY CONTROL
 TJ0411  ___________________________________________________________________
 TJ0411* NAD 83(1986)-  48 34 30.     (N)    107 44 34.     (W)     SCALED    
 TJ0411* NAVD 88     -       676.272  (meters)    2218.74   (feet)  ADJUSTED  
 TJ0411  ___________________________________________________________________
 TJ0411  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 TJ0411  DYNAMIC HT  -         676.358 (meters)    2219.02  (feet)  COMP
 TJ0411  MODELED GRAV-     980,715.6   (mgal)                       NAVD 88
 TJ0411
 TJ0411  VERT ORDER  -  FIRST     CLASS II
 TJ0411
 TJ0411.The horizontal coordinates were scaled from a topographic map and have
 TJ0411.an estimated accuracy of +/- 6 seconds.
 TJ0411
 TJ0411.The orthometric height was determined by differential leveling
 TJ0411.and adjusted by the National Geodetic Survey in June 1991..
 TJ0411
 TJ0411.The geoid height was determined by GEOID03.
 TJ0411
 TJ0411.The dynamic height is computed by dividing the NAVD 88
 TJ0411.geopotential number by the normal gravity value computed on the
 TJ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0411.degrees latitude (g = 980.6199 gals.).
 TJ0411
 TJ0411.The modeled gravity was interpolated from observed gravity values.
 TJ0411
 TJ0411;                    North         East    Units  Estimated Accuracy
 TJ0411;SPC MT       -   482,070.      729,630.      MT  (+/- 180 meters Scaled)
 TJ0411
 TJ0411                          SUPERSEDED SURVEY CONTROL
 TJ0411
 TJ0411.No superseded survey control is available for this station.
 TJ0411
 TJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP976838(NAD 83)
 TJ0411_MARKER: DB = BENCH MARK DISK
 TJ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0411_SP_SET: CONCRETE POST
 TJ0411_STAMPING: 8 WR 2217 1968
 TJ0411_PROJECTION: PROJECTING 5 CENTIMETERS
 TJ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0411+STABILITY: SURFACE MOTION
 TJ0411
 TJ0411  HISTORY     - Date     Condition        Report By
 TJ0411  HISTORY     - 1968     MONUMENTED       USGS
 TJ0411  HISTORY     - 1979     GOOD             NGS
 TJ0411
 TJ0411                          STATION DESCRIPTION
 TJ0411
 TJ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0411'17.4 MI NORTH FROM MALTA.
 TJ0411'17.45 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0411'HIGHWAY 2 IN MALTA, AT A FIELD ENTRANCE ROAD LEADING EAST, 187 FEET
 TJ0411'NORTH OF THE NORTHEAST CORNER OF A SMALL BRIDGE, 70 FEET EAST OF THE
 TJ0411'CENTER OF THE HIGHWAY, 22 FEET WEST OF A FENCE, AND 18 FEET
 TJ0411'NORTH OF THE CENTER OF THE FIELD ENTRANCE ROAD.
 TJ0411'THE MARK IS 1 FT  W FROM A WITNESS POST.
 TJ0411'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0335 ***********************************************************************
 RU0335  DESIGNATION -  82 WR
 RU0335  PID         -  RU0335
 RU0335  STATE/COUNTY-  MT/ROSEBUD
 RU0335  USGS QUAD   -  SANDERS (1984)
 RU0335
 RU0335                         *CURRENT SURVEY CONTROL
 RU0335  ___________________________________________________________________
 RU0335* NAD 83(1986)-  46 17 19.     (N)    107 00 07.     (W)     SCALED    
 RU0335* NAVD 88     -       793.989  (meters)    2604.95   (feet)  ADJUSTED  
 RU0335  ___________________________________________________________________
 RU0335  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 RU0335  DYNAMIC HT  -         793.912 (meters)    2604.69  (feet)  COMP
 RU0335  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 RU0335
 RU0335  VERT ORDER  -  FIRST     CLASS II
 RU0335
 RU0335.The horizontal coordinates were scaled from a topographic map and have
 RU0335.an estimated accuracy of +/- 6 seconds.
 RU0335
 RU0335.The orthometric height was determined by differential leveling
 RU0335.and adjusted by the National Geodetic Survey in June 1991..
 RU0335
 RU0335.The geoid height was determined by GEOID03.
 RU0335
 RU0335.The dynamic height is computed by dividing the NAVD 88
 RU0335.geopotential number by the normal gravity value computed on the
 RU0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0335.degrees latitude (g = 980.6199 gals.).
 RU0335
 RU0335.The modeled gravity was interpolated from observed gravity values.
 RU0335
 RU0335;                    North         East    Units  Estimated Accuracy
 RU0335;SPC MT       -   229,610.      792,370.      MT  (+/- 180 meters Scaled)
 RU0335
 RU0335                          SUPERSEDED SURVEY CONTROL
 RU0335
 RU0335  NGVD 29 (??/??/92)  793.353  (m)         2602.86   (f) ADJ UNCH    1 2
 RU0335
 RU0335.Superseded values are not recommended for survey control.
 RU0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0335.See file dsdata.txt to determine how the superseded data were derived.
 RU0335
 RU0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM457280(NAD 83)
 RU0335_MARKER: DD = SURVEY DISK
 RU0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0335_STAMPING: 82 WR 1957 2603
 RU0335_MARK LOGO: USGS  
 RU0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0335+STABILITY: SURFACE MOTION
 RU0335
 RU0335  HISTORY     - Date     Condition        Report By
 RU0335  HISTORY     - 1957     MONUMENTED       USGS
 RU0335  HISTORY     - 1960     GOOD             NGS
 RU0335  HISTORY     - 1981     GOOD             NGS
 RU0335
 RU0335                          STATION DESCRIPTION
 RU0335
 RU0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0335'11.4 MI E FROM HYSHAM.
 RU0335'ABOUT 11.4 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0335'STATION AT HYSHAM, IN SECTION 8, T 6 N, R 38 E, 10 POLES EAST OF
 RU0335'MILEPOST 140, ABOUT 0.25 MILE EAST OF THE TREASURE-ROSEBUD COUNTY
 RU0335'LINE, 137 FEET SOUTH-SOUTHWEST AND ACROSS A GRAVELED ROAD FROM POWER
 RU0335'POLE 310, 99 1/2 FEET SOUTH OF A FENCE, 73 1/2 FEET SOUTH OF THE
 RU0335'CENTER LINE OF A GRAVELED ROAD, 81 FEET NORTH OF THE NORTH RAIL, 1 1/2
 RU0335'FEET EAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE
 RU0335'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RU0335
 RU0335                          STATION RECOVERY (1981)
 RU0335
 RU0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0584 ***********************************************************************
 ST0584  DESIGNATION -  8255=MONTURE
 ST0584  PID         -  ST0584
 ST0584  STATE/COUNTY-  MT/POWELL
 ST0584  USGS QUAD   -  MORRELL MOUNTAIN (1965)
 ST0584
 ST0584                         *CURRENT SURVEY CONTROL
 ST0584  ___________________________________________________________________
 ST0584* NAD 83(1992)-  47 14 17.30309(N)    113 17 41.99322(W)     ADJUSTED  
 ST0584* NAVD 88     -      2528.4    (meters)    8295.     (feet)  VERTCON   
 ST0584  ___________________________________________________________________
 ST0584  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 ST0584  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 ST0584
 ST0584  HORZ ORDER  -  SECOND
 ST0584
 ST0584.The horizontal coordinates were established by classical geodetic methods
 ST0584.and adjusted by the National Geodetic Survey in July 1992..
 ST0584
 ST0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0584
 ST0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0584
 ST0584.The geoid height was determined by GEOID03.
 ST0584
 ST0584;                    North         East     Units Scale Factor Converg.
 ST0584;SPC MT       -   338,991.793   312,937.234   MT  0.99940036   -2 46 33.8
 ST0584;SPC MT       - 1,112,177.80  1,026,696.96   iFT  0.99940036   -2 46 33.8
 ST0584;UTM  12      - 5,234,182.976   326,301.773   MT  0.99997081   -1 41 07.3
 ST0584
 ST0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0584!SPC MT       -   0.99960591  x   0.99940036  =   0.99900651
 ST0584!UTM  12      -   0.99960591  x   0.99997081  =   0.99957674
 ST0584
 ST0584:                Primary Azimuth Mark                     Grid Az
 ST0584:SPC MT       -  MONTURE AZ MK                            037 54 53.4
 ST0584:UTM  12      -  MONTURE AZ MK                            036 49 26.9
 ST0584
 ST0584|---------------------------------------------------------------------|
 ST0584| PID    Reference Object                     Distance      Geod. Az  |
 ST0584|                                                           dddmmss.s |
 ST0584| CN4873 MONTURE AZ MK                                      0350819.6 |
 ST0584| ST0582 CENTER RIDGE LOOKOUT TOWER          APPROX. 9.9 KM 1162851.1 |
 ST0584| CN4875 MONTURE RM 2                         10.318 METERS 21636     |
 ST0584| ST0583 MORRELL MT LOOKOUT TOWER            APPROX. 7.2 KM 2213739.6 |
 ST0584| CN4874 MONTURE RM 1                          5.133 METERS 34744     |
 ST0584|---------------------------------------------------------------------|
 ST0584
 ST0584                          SUPERSEDED SURVEY CONTROL
 ST0584
 ST0584  NAD 83(1986)-  47 14 17.31065(N)    113 17 41.97882(W) AD(       ) 2
 ST0584  NAD 27      -  47 14 17.52880(N)    113 17 38.74910(W) AD(       ) 2
 ST0584  NGVD 29 (07/19/86) 2527.1    (m)         8291.     (f) VERT ANG       
 ST0584
 ST0584.Superseded values are not recommended for survey control.
 ST0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0584.See file dsdata.txt to determine how the superseded data were derived.
 ST0584
 ST0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT2630234183(NAD 83)
 ST0584_MARKER: DD = SURVEY DISK
 ST0584_SETTING: 80 = SET IN A BOULDER
 ST0584_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ST0584
 ST0584  HISTORY     - Date     Condition        Report By
 ST0584  HISTORY     - 1898     MONUMENTED       USGS
 ST0584  HISTORY     - 1960     GOOD             CGS
 ST0584
 ST0584                          STATION DESCRIPTION
 ST0584
 ST0584'DESCRIBED BY US GEOLOGICAL SURVEY 1898
 ST0584'STATION MARK - USGS VABM TABLET, STAMPED --- 8255 VA ---
 ST0584'CEMENTED IN DRILL HOLE IN 5X8 FT. BOULDER PROJECTING 3.0 FT.
 ST0584'
 ST0584'REFERENCE MARKS - NONE.
 ST0584
 ST0584                          STATION RECOVERY (1960)
 ST0584
 ST0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0584'THE STATION IS ON THE PRIMATIVE AREA BOUNDARY LINE AND ON THE
 ST0584'HIGHEST POINT OF MONTURE MOUNTAIN.  THE MOUNTAIN LIES BETWEEN
 ST0584'JENNY AND SPRUCE CREEKS, ABOUT 7-1/2 MILES WEST AND 16 MILES NORTH
 ST0584'OF OVANDO, 4-1/2 MILES SOUTH OF THE JENNY CREEK GUARD STATION,
 ST0584'11 MILES WEST OF THE POWELL-LEWIS AND CLARK COUNTY LINE AND IN
 ST0584'SECTION 7, T 17 N, R 13 W.  STATION ELEVATION IS 8320 FEET.
 ST0584'
 ST0584'THIS STATION WAS REACHED BY HELICOPTER.  THERE IS A GOOD COPTER
 ST0584'LANDING ABOUT 150 FEET NORTH OF THE STATION.
 ST0584'
 ST0584'THE STATION MARK IS A U.S. GEOLOGICAL BENCH MARK DISK, STAMPED
 ST0584'8255 VA, CEMENTED IN A DRILL HOLE IN THE TOP OF A 5 X 8 FOOT
 ST0584'BOULDER PROJECTING 3 FEET.
 ST0584'
 ST0584'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MONTURE USGS
 ST0584'NO 1 1960, CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 X 8 FOOT
 ST0584'BOULDER PROJECTING 4 FEET.  IT IS ABOUT 2 FEET LOWER THAN THE
 ST0584'STATION.
 ST0584'
 ST0584'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MONTURE USGS
 ST0584'NO 2 1960, CEMENTED IN A DRILL HOLE IN THE SLANTING NORTH FACE
 ST0584'OF A LARGE OUTCROP OF BEDROCK AND PROJECTS ABOUT 1 FOOT.
 ST0584'
 ST0584'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MONTURE 1960,
 ST0584'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 X 6 FOOT BOULDER
 ST0584'PROJECTING 1 FOOT.  IT IS 24 FEET NORTHWEST OF THE NORTH EDGE
 ST0584'OF THE RIDGE AND 1 FOOT NORTHWEST OF A CAIRN.
 ST0584'
 ST0584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 ST0584'THE TOP OF THE RIDGE FOR 0.15 MILE TO THE NORTH END OF THE
 ST0584'RIDGE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0083 ***********************************************************************
 RU0083  DESIGNATION -  83 WR
 RU0083  PID         -  RU0083
 RU0083  STATE/COUNTY-  MT/ROSEBUD
 RU0083  USGS QUAD   -  FINCH (1984)
 RU0083
 RU0083                         *CURRENT SURVEY CONTROL
 RU0083  ___________________________________________________________________
 RU0083* NAD 83(1986)-  46 16 34.     (N)    106 56 07.     (W)     SCALED    
 RU0083* NAVD 88     -       787.570  (meters)    2583.89   (feet)  ADJUSTED  
 RU0083  ___________________________________________________________________
 RU0083  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 RU0083  DYNAMIC HT  -         787.492 (meters)    2583.63  (feet)  COMP
 RU0083  MODELED GRAV-     980,489.2   (mgal)                       NAVD 88
 RU0083
 RU0083  VERT ORDER  -  FIRST     CLASS II
 RU0083
 RU0083.The horizontal coordinates were scaled from a topographic map and have
 RU0083.an estimated accuracy of +/- 6 seconds.
 RU0083
 RU0083.The orthometric height was determined by differential leveling
 RU0083.and adjusted by the National Geodetic Survey in June 1991..
 RU0083
 RU0083.The geoid height was determined by GEOID03.
 RU0083
 RU0083.The dynamic height is computed by dividing the NAVD 88
 RU0083.geopotential number by the normal gravity value computed on the
 RU0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0083.degrees latitude (g = 980.6199 gals.).
 RU0083
 RU0083.The modeled gravity was interpolated from observed gravity values.
 RU0083
 RU0083;                    North         East    Units  Estimated Accuracy
 RU0083;SPC MT       -   228,390.      797,540.      MT  (+/- 180 meters Scaled)
 RU0083
 RU0083                          SUPERSEDED SURVEY CONTROL
 RU0083
 RU0083  NGVD 29 (??/??/92)  786.935  (m)         2581.80   (f) ADJ UNCH    1 2
 RU0083
 RU0083.Superseded values are not recommended for survey control.
 RU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0083.See file dsdata.txt to determine how the superseded data were derived.
 RU0083
 RU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM508265(NAD 83)
 RU0083_MARKER: DB = BENCH MARK DISK
 RU0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0083_STAMPING: 83 WR 1957 2582
 RU0083_MARK LOGO: USGS  
 RU0083_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0083+STABILITY: SURFACE MOTION
 RU0083
 RU0083  HISTORY     - Date     Condition        Report By
 RU0083  HISTORY     - 1957     MONUMENTED       USGS
 RU0083  HISTORY     - 1960     GOOD             NGS
 RU0083  HISTORY     - 1981     GOOD             NGS
 RU0083
 RU0083                          STATION DESCRIPTION
 RU0083
 RU0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0083'13.1 MI W FROM FORSYTH.
 RU0083'ABOUT 13.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0083'STATION AT FORSYTH, OR ABOUT 14.7 MILES EAST ALONG THE NORTHERN
 RU0083'PACIFIC RAILROAD FROM THE STATION AT HYSHAM, IN SECTION 14, T 6 N, R
 RU0083'38 E, 23 POLES EAST OF MILEPOST 137, 43 1/2 FEET NORTH OF THE NORTH
 RU0083'RAIL, 32 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 51 FEET
 RU0083'NORTHEAST OF THE CENTER LINE OF A ROAD CROSSING, 6 1/2 FEET NORTH OF A
 RU0083'FENCE CORNER, 2 FEET WEST OF A FENCE, 1 FOOT WEST OF A METAL WITNESS
 RU0083'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP
 RU0083'OF A CONCRETE POST PROJECTING 6 INCHES.
 RU0083
 RU0083                          STATION RECOVERY (1981)
 RU0083
 RU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0083'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0083'21.1 KM (13.1 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0083'THE RAILROAD STATION IN FORSYTH, 0.6 KM (0.35 MI) WEST OF MILE POST
 RU0083'136, 71.3 METERS (234.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF U.S.
 RU0083'HIGHWAYS 10 AND 312, 15.5 METERS (51.0 FT) NORTHEAST OF THE CENTER OF
 RU0083'A GRAVELED ROAD CROSSING, 13.3 METERS (43.5 FT) NORTH-NORTHEAST OF THE
 RU0083'NEAR RAIL, 9.8 METERS (32.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 RU0083'LEADING NORTH, AND 2.0 METERS (6.5 FT) NORTH OF A FENCE CORNER.
 RU0083'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 RU0083'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0085 ***********************************************************************
 RU0085  DESIGNATION -  84 WR
 RU0085  PID         -  RU0085
 RU0085  STATE/COUNTY-  MT/ROSEBUD
 RU0085  USGS QUAD   -  FINCH (1984)
 RU0085
 RU0085                         *CURRENT SURVEY CONTROL
 RU0085  ___________________________________________________________________
 RU0085* NAD 83(1986)-  46 16 09.     (N)    106 53 58.     (W)     SCALED    
 RU0085* NAVD 88     -       783.812  (meters)    2571.56   (feet)  ADJUSTED  
 RU0085  ___________________________________________________________________
 RU0085  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 RU0085  DYNAMIC HT  -         783.731 (meters)    2571.29  (feet)  COMP
 RU0085  MODELED GRAV-     980,485.3   (mgal)                       NAVD 88
 RU0085
 RU0085  VERT ORDER  -  FIRST     CLASS II
 RU0085
 RU0085.The horizontal coordinates were scaled from a topographic map and have
 RU0085.an estimated accuracy of +/- 6 seconds.
 RU0085
 RU0085.The orthometric height was determined by differential leveling
 RU0085.and adjusted by the National Geodetic Survey in June 1991..
 RU0085
 RU0085.The geoid height was determined by GEOID03.
 RU0085
 RU0085.The dynamic height is computed by dividing the NAVD 88
 RU0085.geopotential number by the normal gravity value computed on the
 RU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0085.degrees latitude (g = 980.6199 gals.).
 RU0085
 RU0085.The modeled gravity was interpolated from observed gravity values.
 RU0085
 RU0085;                    North         East    Units  Estimated Accuracy
 RU0085;SPC MT       -   227,710.      800,330.      MT  (+/- 180 meters Scaled)
 RU0085
 RU0085                          SUPERSEDED SURVEY CONTROL
 RU0085
 RU0085  NGVD 29 (??/??/92)  783.177  (m)         2569.47   (f) ADJ UNCH    1 2
 RU0085
 RU0085.Superseded values are not recommended for survey control.
 RU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0085.See file dsdata.txt to determine how the superseded data were derived.
 RU0085
 RU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM536257(NAD 83)
 RU0085_MARKER: DD = SURVEY DISK
 RU0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0085_STAMPING: 84 WR 1957 2570
 RU0085_MARK LOGO: USGS  
 RU0085_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0085+STABILITY: SURFACE MOTION
 RU0085
 RU0085  HISTORY     - Date     Condition        Report By
 RU0085  HISTORY     - 1957     MONUMENTED       USGS
 RU0085  HISTORY     - 1960     GOOD             NGS
 RU0085  HISTORY     - 1981     GOOD             NGS
 RU0085
 RU0085                          STATION DESCRIPTION
 RU0085
 RU0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0085'11.6 MI W FROM FORSYTH.
 RU0085'ABOUT 11.6 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0085'STATION AT FORSYTH, IN THE SOUTHWEST 1/4 OF SECTION 18, T 6 N, R 39 E,
 RU0085'14 POLES EAST OF MILEPOST 135, 67 1/2 FEET NORTH OF THE NORTH RAIL,
 RU0085'246 FEET SOUTH OF THE SOUTHWEST CORNER OF A SCHOOL HOUSE, 92 FEET
 RU0085'NORTHEAST OF THE CENTER LINE OF A ROAD CROSSING, 77 FEET
 RU0085'EAST-NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 4 1/2 FEET SOUTHWEST
 RU0085'OF A POWER POLE, 3 1/2 FEET SOUTH OF A FENCE, 1 FOOT EAST OF A METAL
 RU0085'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 RU0085'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RU0085
 RU0085                          STATION RECOVERY (1981)
 RU0085
 RU0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0085'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0085'18.3 KM (11.35 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0085'FROM THE RAILROAD STATION IN FORSYTH, 0.7 KM (0.45 MI) EAST OF MILE
 RU0085'POST 135, 118.6 METERS (389.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 RU0085'U.S. HIGHWAYS 10 AND 312, 75.0 METERS (246.0 FT) SOUTH OF THE
 RU0085'SOUTHWEST CORNER OF A WHITE ABANDONED SCHOOL HOUSE, 28.0 METERS (92.0
 RU0085'FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 23.5 METERS
 RU0085'(77.0 FT) EAST OF A GRAVELED ROAD, 20.6 METERS (67.6 FT)
 RU0085'NORTH-NORTHEAST OF THE NEAR RAIL, AND 1.5 METERS (4.8 FT) SOUTHWEST OF
 RU0085'UTILITY POLE NUMBER REA CO-OP 219.
 RU0085'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RU0085'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0089 ***********************************************************************
 RU0089  DESIGNATION -  85 WR
 RU0089  PID         -  RU0089
 RU0089  STATE/COUNTY-  MT/ROSEBUD
 RU0089  USGS QUAD   -  NICHOLS (1984)
 RU0089
 RU0089                         *CURRENT SURVEY CONTROL
 RU0089  ___________________________________________________________________
 RU0089* NAD 83(1986)-  46 15 35.     (N)    106 51 41.     (W)     SCALED    
 RU0089* NAVD 88     -       792.638  (meters)    2600.51   (feet)  ADJUSTED  
 RU0089  ___________________________________________________________________
 RU0089  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 RU0089  DYNAMIC HT  -         792.555 (meters)    2600.24  (feet)  COMP
 RU0089  MODELED GRAV-     980,483.5   (mgal)                       NAVD 88
 RU0089
 RU0089  VERT ORDER  -  FIRST     CLASS II
 RU0089
 RU0089.The horizontal coordinates were scaled from a topographic map and have
 RU0089.an estimated accuracy of +/- 6 seconds.
 RU0089
 RU0089.The orthometric height was determined by differential leveling
 RU0089.and adjusted by the National Geodetic Survey in June 1991..
 RU0089.WARNING-Repeat measurements at this control monument indicate possible
 RU0089.vertical movement.
 RU0089
 RU0089.The geoid height was determined by GEOID03.
 RU0089
 RU0089.The dynamic height is computed by dividing the NAVD 88
 RU0089.geopotential number by the normal gravity value computed on the
 RU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0089.degrees latitude (g = 980.6199 gals.).
 RU0089
 RU0089.The modeled gravity was interpolated from observed gravity values.
 RU0089
 RU0089;                    North         East    Units  Estimated Accuracy
 RU0089;SPC MT       -   226,760.      803,290.      MT  (+/- 180 meters Scaled)
 RU0089
 RU0089                          SUPERSEDED SURVEY CONTROL
 RU0089
 RU0089  NGVD 29 (??/??/92)  792.042  (m)         2598.56   (f) ADJ UNCH    1 2
 RU0089
 RU0089.Superseded values are not recommended for survey control.
 RU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0089.See file dsdata.txt to determine how the superseded data were derived.
 RU0089
 RU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM565245(NAD 83)
 RU0089_MARKER: DB = BENCH MARK DISK
 RU0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0089_STAMPING: 85 WR 1957 2599
 RU0089_MARK LOGO: USGS  
 RU0089_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0089+STABILITY: SURFACE MOTION
 RU0089
 RU0089  HISTORY     - Date     Condition        Report By
 RU0089  HISTORY     - 1957     MONUMENTED       USGS
 RU0089  HISTORY     - 1960     GOOD             NGS
 RU0089  HISTORY     - 1981     GOOD             NGS
 RU0089
 RU0089                          STATION DESCRIPTION
 RU0089
 RU0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0089'9.2 MI W FROM FORSYTH.
 RU0089'ABOUT 9.2 MILES WEST ALONG U.S. HIGHWAY 10 AND 312 FROM THE NORTHERN
 RU0089'PACIFIC RAILROAD STATION AT FORSYTH, 0.25 MILE SOUTHEAST OF THE
 RU0089'NORTHERN PACIFIC RAILROAD TRACK, IN SECTION 21, R 39 E, T 6 N, 57 FEET
 RU0089'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTH OF THE
 RU0089'CENTER OF A ROAD CROSSING, 24 FEET NORTHEAST OF THE CENTER LINE OF
 RU0089'ROAD, 5 FEET EAST OF A POWER POLE, 4 FEET EAST OF A FENCE CORNER, 4
 RU0089'FEET SOUTHEAST OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 RU0089'ABOUT 1 1/2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 RU0089'PROJECTING 2 INCHES.
 RU0089
 RU0089                          STATION RECOVERY (1981)
 RU0089
 RU0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0089'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0089'6.1 KM (3.8 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0089'THE RAILROAD STATION IN FORSYTH, THENCE 8.2 KM (5.1 MI) WESTERLY ALONG
 RU0089'OLD U.S. HIGHWAYS 10 AND 312 (FRONTAGE ROAD), 0.6 KM (0.35 MI) WEST OF
 RU0089'HIGHWAY MILE POST 559, 17.4 METERS (57.2 FT) NORTH-NORTHWEST OF THE
 RU0089'CENTERLINE OF THE HIGHWAY, 7.4 METERS (24.3 FT) EAST-SOUTHEAST OF THE
 RU0089'CENTER OF A GRAVELED ROAD LEADING NORTH, 1.5 METERS (5.0 FT) SOUTHEAST
 RU0089'OF A UTILITY POLE WITH 2 GUY WIRES, 1.4 METERS (4.5 FT)
 RU0089'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE HEADWALL, AND
 RU0089'1.2 METERS (4.0 FT) SOUTH-SOUTHEAST OF A FENCE CORNER.
 RU0089'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RU0089'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0632 ***********************************************************************
 TH0632  DESIGNATION -  854
 TH0632  PID         -  TH0632
 TH0632  STATE/COUNTY-  MT/ROOSEVELT
 TH0632  USGS QUAD   -  CALAIS (1989)
 TH0632
 TH0632                         *CURRENT SURVEY CONTROL
 TH0632  ___________________________________________________________________
 TH0632* NAD 83(1992)-  48 10 33.26382(N)    104 48 19.48324(W)     ADJUSTED  
 TH0632* NAVD 88     -       713.     (meters)    2339.     (feet)  VERTCON   
 TH0632  ___________________________________________________________________
 TH0632  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 TH0632  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 TH0632
 TH0632  HORZ ORDER  -  SECOND
 TH0632
 TH0632.The horizontal coordinates were established by classical geodetic methods
 TH0632.and adjusted by the National Geodetic Survey in July 1992..
 TH0632
 TH0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0632
 TH0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0632
 TH0632.The geoid height was determined by GEOID03.
 TH0632
 TH0632;                    North         East     Units Scale Factor Converg.
 TH0632;SPC MT       -   446,702.789   948,793.925   MT  0.99959954   +3 26 02.8
 TH0632;SPC MT       - 1,465,560.33  3,112,840.96   iFT  0.99959954   +3 26 02.8
 TH0632;UTM  13      - 5,335,870.120   514,465.972   MT  0.99960257   +0 08 42.0
 TH0632
 TH0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0632!SPC MT       -   0.99989111  x   0.99959954  =   0.99949069
 TH0632!UTM  13      -   0.99989111  x   0.99960257  =   0.99949372
 TH0632
 TH0632                          SUPERSEDED SURVEY CONTROL
 TH0632
 TH0632  NAD 83(1986)-  48 10 33.26143(N)    104 48 19.47856(W) AD(       ) 2
 TH0632  NAD 27      -  48 10 33.18972(N)    104 48 17.59992(W) AD(       ) 2
 TH0632  NGVD 29 (07/19/86)  712.     (m)         2336.     (f) VERT ANG       
 TH0632
 TH0632.Superseded values are not recommended for survey control.
 TH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0632.See file dsdata.txt to determine how the superseded data were derived.
 TH0632
 TH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP1446635870(NAD 83)
 TH0632_MARKER: P = PIPE CAP
 TH0632_SETTING: 0 = UNSPECIFIED SETTING
 TH0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0632
 TH0632  HISTORY     - Date     Condition        Report By
 TH0632  HISTORY     - 1948     MONUMENTED       CGS
 TH0632
 TH0632                          STATION DESCRIPTION
 TH0632
 TH0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0632'THIS IS A TRAVERSE STATION.
 TH0632'
 TH0632'LOCATED ABOUT 5 MILES EAST-NORTHEAST OF BROCKTON, NEAR THE SOUTHEAST
 TH0632'EDGE OF A HILL IN A PASTURE, AND 150 FEET EAST OF THE APPROXIMATE
 TH0632'CENTERLINE OF A TRACK ROAD.
 TH0632'
 TH0632'IT IS A U.S. INDIAN ALLOTMENT CAP APPROXIMATELY 2 INCHES IN DIAMETER,
 TH0632'AND STAMPED 854.  IT IS FASTENED TOP OF A 1-INCH IRON PIPE THAT
 TH0632'PROJECTS 10 INCHES.
 TH0632'
 TH0632'TRAVERS CONNECTION WAS MADE FOR TRIANGULATION STATION BO AND THE
 TH0632'DISTANCE WAS FOUND TO BE 421.535 METERS OR 1382.99.
 TH0632'
 TH0632'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BROCKTON, GO
 TH0632'EASTERLY ON U.S. HIGHWAY 2 FOR 3.8 MILES.  THEN LEFT ON A MACADAM
 TH0632'ROAD (OLD U.S. HIGHWAY NO. 2) 1.3 MILES.  THEN LEFT, THROUGH A
 TH0632'GATE, FOLLOW A TRACK ROAD NORTHERLY FOR 0.35 MILE TO THE MARK ON
 TH0632'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0091 ***********************************************************************
 RU0091  DESIGNATION -  86 WR
 RU0091  PID         -  RU0091
 RU0091  STATE/COUNTY-  MT/ROSEBUD
 RU0091  USGS QUAD   -  NICHOLS (1984)
 RU0091
 RU0091                         *CURRENT SURVEY CONTROL
 RU0091  ___________________________________________________________________
 RU0091* NAD 83(1986)-  46 15 34.     (N)    106 49 04.     (W)     SCALED    
 RU0091* NAVD 88     -       785.280  (meters)    2576.37   (feet)  ADJUSTED  
 RU0091  ___________________________________________________________________
 RU0091  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 RU0091  DYNAMIC HT  -         785.199 (meters)    2576.11  (feet)  COMP
 RU0091  MODELED GRAV-     980,485.5   (mgal)                       NAVD 88
 RU0091
 RU0091  VERT ORDER  -  FIRST     CLASS II
 RU0091
 RU0091.The horizontal coordinates were scaled from a topographic map and have
 RU0091.an estimated accuracy of +/- 6 seconds.
 RU0091
 RU0091.The orthometric height was determined by differential leveling
 RU0091.and adjusted by the National Geodetic Survey in June 1991..
 RU0091.WARNING-Repeat measurements at this control monument indicate possible
 RU0091.vertical movement.
 RU0091
 RU0091.The geoid height was determined by GEOID03.
 RU0091
 RU0091.The dynamic height is computed by dividing the NAVD 88
 RU0091.geopotential number by the normal gravity value computed on the
 RU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0091.degrees latitude (g = 980.6199 gals.).
 RU0091
 RU0091.The modeled gravity was interpolated from observed gravity values.
 RU0091
 RU0091;                    North         East    Units  Estimated Accuracy
 RU0091;SPC MT       -   226,840.      806,650.      MT  (+/- 180 meters Scaled)
 RU0091
 RU0091                          SUPERSEDED SURVEY CONTROL
 RU0091
 RU0091  NGVD 29 (??/??/92)  784.650  (m)         2574.31   (f) ADJ UNCH    1 2
 RU0091
 RU0091.Superseded values are not recommended for survey control.
 RU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0091.See file dsdata.txt to determine how the superseded data were derived.
 RU0091
 RU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM599244(NAD 83)
 RU0091_MARKER: DB = BENCH MARK DISK
 RU0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0091_STAMPING: 86 WR 1957 2574
 RU0091_MARK LOGO: USGS  
 RU0091_PROJECTION: PROJECTING 5 CENTIMETERS
 RU0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0091+STABILITY: SURFACE MOTION
 RU0091
 RU0091  HISTORY     - Date     Condition        Report By
 RU0091  HISTORY     - 1957     MONUMENTED       USGS
 RU0091  HISTORY     - 1960     GOOD             NGS
 RU0091  HISTORY     - 1981     GOOD             NGS
 RU0091
 RU0091                          STATION DESCRIPTION
 RU0091
 RU0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0091'7.05 MI W FROM FORSYTH.
 RU0091'ABOUT 7.05 MILES WEST ALONG U.S. HIGHWAY 10 AND 312 FROM THE NORTHERN
 RU0091'PACIFIC RAILROAD STATION AT FORSYTH, 0.25 MILE SOUTH OF THE NORTHERN
 RU0091'PACIFIC RAILROAD TRACK, 0.15 MILE EAST OF A FARM HOUSE ON THE SOUTH
 RU0091'SIDE OF THE HIGHWAY, IN SECTION 23, R 39 E, T 6 N, 49 FEET SOUTH OF
 RU0091'THE CENTER LINE OF THE HIGHWAY, 128 YARDS WEST OF THE JUNCTION OF A
 RU0091'PAVED ROAD, 3 FEET NORTH OF A POWER POLE, 1.0 FOOT SOUTH OF A METAL
 RU0091'WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A
 RU0091'CONCRETE POST PROJECTING 3 INCHES.
 RU0091
 RU0091                          STATION RECOVERY (1981)
 RU0091
 RU0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0091'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0091'6.1 KM (3.8 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0091'THE RAILROAD STATION IN FORSYTH, THENCE 4.8 KM (3.0 MI) WESTERLY ALONG
 RU0091'OLD U.S. HIGHWAY 10 AND 312 (FRONTAGE ROAD), 0.3 KM (0.2 MI) WEST OF
 RU0091'HIGHWAY MILE POST 561, 0.2 KM (0.1 MI) EAST OF A FARM HOUSE, 117.0
 RU0091'METERS (384.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 39, 15.1
 RU0091'METERS (49.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 METER
 RU0091'(3.0 FT) NORTH OF UTILITY POLE NUMBER 22.
 RU0091'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RU0091'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0936 ***********************************************************************
 TM0936  DESIGNATION -  8700 VA
 TM0936  PID         -  TM0936
 TM0936  STATE/COUNTY-  MT/FLATHEAD
 TM0936  USGS QUAD   -  MOUNT GRANT (1994)
 TM0936
 TM0936                         *CURRENT SURVEY CONTROL
 TM0936  ___________________________________________________________________
 TM0936* NAD 83(1992)-  48 20 07.59850(N)    113 46 38.46402(W)     ADJUSTED  
 TM0936* NAVD 88     -      2655.     (meters)    8711.     (feet)  SCALED    
 TM0936  ___________________________________________________________________
 TM0936  LAPLACE CORR-          14.18  (seconds)                    DEFLEC99
 TM0936  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TM0936
 TM0936  HORZ ORDER  -  SECOND
 TM0936
 TM0936.The horizontal coordinates were established by classical geodetic methods
 TM0936.and adjusted by the National Geodetic Survey in July 1992..
 TM0936
 TM0936.The orthometric height was scaled from a topographic map.
 TM0936
 TM0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0936
 TM0936.The geoid height was determined by GEOID03.
 TM0936
 TM0936;                    North         East     Units Scale Factor Converg.
 TM0936;SPC MT       -   462,634.063   283,141.130   MT  0.99966047   -3 07 44.0
 TM0936;SPC MT       - 1,517,828.29    928,940.72   iFT  0.99966047   -3 07 44.0
 TM0936;UTM  12      - 5,357,312.566   294,178.014   MT  1.00012052   -2 04 32.0
 TM0936
 TM0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0936!SPC MT       -   0.99958634  x   0.99966047  =   0.99924695
 TM0936!UTM  12      -   0.99958634  x   1.00012052  =   0.99970681
 TM0936
 TM0936                          SUPERSEDED SURVEY CONTROL
 TM0936
 TM0936  NAD 83(1986)-  48 20 07.60822(N)    113 46 38.45315(W) AD(       ) 2
 TM0936  NAD 27      -  48 20 07.73240(N)    113 46 35.05670(W) AD(       ) 2
 TM0936
 TM0936.Superseded values are not recommended for survey control.
 TM0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0936.See file dsdata.txt to determine how the superseded data were derived.
 TM0936
 TM0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU9417857313(NAD 83)
 TM0936
 TM0936  HISTORY     - Date     Condition        Report By
 TM0936  HISTORY     - 1963     MONUMENTED       CGS
 TM0936
 TM0936                          STATION DESCRIPTION
 TM0936
 TM0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0936'VABM 8700 (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 TM0936'STAMPED VA 8700, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 TM0936'IT IS ON THE HIGHEST PEAK OF THE GREAT NORTHERN MOUNTAIN.
 TM0936'
 TM0936'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TM0936'STANTON, THE DISTANCE BEING 3.677 METERS (12.06 FT.) NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0912 ***********************************************************************
 TM0912  DESIGNATION -  8780 VA
 TM0912  PID         -  TM0912
 TM0912  STATE/COUNTY-  MT/FLATHEAD
 TM0912  USGS QUAD   -  SUMMIT (1995)
 TM0912
 TM0912                         *CURRENT SURVEY CONTROL
 TM0912  ___________________________________________________________________
 TM0912* NAD 83(1992)-  48 21 13.90217(N)    113 22 13.14099(W)     ADJUSTED  
 TM0912* NAVD 88     -      2674.     (meters)    8773.     (feet)  SCALED    
 TM0912  ___________________________________________________________________
 TM0912  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 TM0912  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 TM0912
 TM0912  HORZ ORDER  -  SECOND
 TM0912
 TM0912.The horizontal coordinates were established by classical geodetic methods
 TM0912.and adjusted by the National Geodetic Survey in July 1992..
 TM0912
 TM0912.The orthometric height was scaled from a topographic map.
 TM0912
 TM0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0912
 TM0912.The geoid height was determined by GEOID03.
 TM0912
 TM0912;                    North         East     Units Scale Factor Converg.
 TM0912;SPC MT       -   463,110.533   313,368.812   MT  0.99966802   -2 49 52.2
 TM0912;SPC MT       - 1,519,391.51  1,028,112.90   iFT  0.99966802   -2 49 52.2
 TM0912;UTM  12      - 5,358,346.645   324,403.366   MT  0.99997886   -1 46 18.1
 TM0912
 TM0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0912!SPC MT       -   0.99958318  x   0.99966802  =   0.99925134
 TM0912!UTM  12      -   0.99958318  x   0.99997886  =   0.99956205
 TM0912
 TM0912                          SUPERSEDED SURVEY CONTROL
 TM0912
 TM0912  NAD 83(1986)-  48 21 13.91146(N)    113 22 13.12960(W) AD(       ) 2
 TM0912  NAD 27      -  48 21 14.03279(N)    113 22 09.77586(W) AD(       ) 2
 TM0912
 TM0912.Superseded values are not recommended for survey control.
 TM0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0912.See file dsdata.txt to determine how the superseded data were derived.
 TM0912
 TM0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU2440358347(NAD 83)
 TM0912_MARKER: Z = SEE DESCRIPTION
 TM0912_SETTING: 0 = UNSPECIFIED SETTING
 TM0912
 TM0912  HISTORY     - Date     Condition        Report By
 TM0912  HISTORY     - 1963     MONUMENTED       CGS
 TM0912
 TM0912                          STATION DESCRIPTION
 TM0912
 TM0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0912'THE STATION IS ABOUT 9-3/4 MILES SOUTHWEST OF EAST GLACIER,
 TM0912'2-1/4 MILES NORTHWEST OF U.S. HIGHWAY 2, ON A HIGH ROCKY RIDGE
 TM0912'ALONG THE CONTINENTAL DIVIDE.
 TM0912'
 TM0912'V A 8780 (USGS) IS AN ALUMINUM DISK OF THE U.S. GEOLOGICAL SURVEY,
 TM0912'STAMPED 8780 V A, CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT
 TM0912'ROCK OUTCROP PROJECTING 3 FEET.
 TM0912'
 TM0912'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TM0912'GLACIER.  THE DISTANCE BEING 8.45 FEET OR 2.576 METERS NORTHEAST.
 TM0912'IT IS ABOUT THE SAME ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0314 ***********************************************************************
 RU0314  DESIGNATION -  88 RDS
 RU0314  PID         -  RU0314
 RU0314  STATE/COUNTY-  MT/TREASURE
 RU0314  USGS QUAD   -  MYERS (1980)
 RU0314
 RU0314                         *CURRENT SURVEY CONTROL
 RU0314  ___________________________________________________________________
 RU0314* NAD 83(1986)-  46 15 02.     (N)    107 20 17.     (W)     SCALED    
 RU0314* NAVD 88     -       817.849  (meters)    2683.23   (feet)  ADJUSTED  
 RU0314  ___________________________________________________________________
 RU0314  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 RU0314  DYNAMIC HT  -         817.751 (meters)    2682.90  (feet)  COMP
 RU0314  MODELED GRAV-     980,467.1   (mgal)                       NAVD 88
 RU0314
 RU0314  VERT ORDER  -  FIRST     CLASS II
 RU0314
 RU0314.The horizontal coordinates were scaled from a topographic map and have
 RU0314.an estimated accuracy of +/- 6 seconds.
 RU0314
 RU0314.The orthometric height was determined by differential leveling
 RU0314.and adjusted by the National Geodetic Survey in June 1991..
 RU0314
 RU0314.The geoid height was determined by GEOID03.
 RU0314
 RU0314.The dynamic height is computed by dividing the NAVD 88
 RU0314.geopotential number by the normal gravity value computed on the
 RU0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0314.degrees latitude (g = 980.6199 gals.).
 RU0314
 RU0314.The modeled gravity was interpolated from observed gravity values.
 RU0314
 RU0314;                    North         East    Units  Estimated Accuracy
 RU0314;SPC MT       -   224,610.      766,610.      MT  (+/- 180 meters Scaled)
 RU0314
 RU0314                          SUPERSEDED SURVEY CONTROL
 RU0314
 RU0314  NGVD 29 (??/??/92)  817.198  (m)         2681.09   (f) ADJ UNCH    1 2
 RU0314
 RU0314.Superseded values are not recommended for survey control.
 RU0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0314.See file dsdata.txt to determine how the superseded data were derived.
 RU0314
 RU0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM197245(NAD 83)
 RU0314_MARKER: DD = SURVEY DISK
 RU0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0314_STAMPING: 88 RDS 1957
 RU0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0314+STABILITY: SURFACE MOTION
 RU0314
 RU0314  HISTORY     - Date     Condition        Report By
 RU0314  HISTORY     - 1957     MONUMENTED       USGS
 RU0314  HISTORY     - 1960     GOOD             NGS
 RU0314
 RU0314                          STATION DESCRIPTION
 RU0314
 RU0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0314'5.65 MI SW FROM HYSHAM.
 RU0314'ABOUT 5.65 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0314'THE STATION AT HYSHAM, IN THE CORNER OF SECTIONS 21, 22, 27, AND 28, T
 RU0314'6 N,R 35 E, 26 1/2 FEET SOUTHWEST OF THE 8TH POLE NORTHEAST OF
 RU0314'MILEPOST 157, ABOUT 0.15 MILE NORTHEAST OF A STORE AND POSTOFFICE AT
 RU0314'MEYER, 63 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 108 FEET
 RU0314'SOUTH-SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 2 FEET NORTHEAST OF
 RU0314'A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A METAL WITNESS POST, AND IN
 RU0314'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0113 ***********************************************************************
 RW0113  DESIGNATION -  9
 RW0113  PID         -  RW0113
 RW0113  STATE/COUNTY-  MT/MEAGHER
 RW0113  USGS QUAD   -  CATLIN SPRING (1971)
 RW0113
 RW0113                         *CURRENT SURVEY CONTROL
 RW0113  ___________________________________________________________________
 RW0113* NAD 83(1986)-  46 24 44.     (N)    110 53 54.     (W)     SCALED    
 RW0113* NAVD 88     -      1570.658  (meters)    5153.07   (feet)  ADJUSTED  
 RW0113  ___________________________________________________________________
 RW0113  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 RW0113  DYNAMIC HT  -        1570.196 (meters)    5151.55  (feet)  COMP
 RW0113  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 RW0113
 RW0113  VERT ORDER  -  SECOND    CLASS 0
 RW0113
 RW0113.The horizontal coordinates were scaled from a topographic map and have
 RW0113.an estimated accuracy of +/- 6 seconds.
 RW0113
 RW0113.The orthometric height was determined by differential leveling
 RW0113.and adjusted by the National Geodetic Survey in June 1991..
 RW0113
 RW0113.The geoid height was determined by GEOID03.
 RW0113
 RW0113.The dynamic height is computed by dividing the NAVD 88
 RW0113.geopotential number by the normal gravity value computed on the
 RW0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0113.degrees latitude (g = 980.6199 gals.).
 RW0113
 RW0113.The modeled gravity was interpolated from observed gravity values.
 RW0113
 RW0113;                    North         East    Units  Estimated Accuracy
 RW0113;SPC MT       -   241,240.      492,550.      MT  (+/- 180 meters Scaled)
 RW0113
 RW0113                          SUPERSEDED SURVEY CONTROL
 RW0113
 RW0113  NGVD 29 (??/??/92) 1569.538  (m)         5149.39   (f) ADJ UNCH    2 0
 RW0113
 RW0113.Superseded values are not recommended for survey control.
 RW0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0113.See file dsdata.txt to determine how the superseded data were derived.
 RW0113
 RW0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS078398(NAD 83)
 RW0113_MARKER: DD = SURVEY DISK
 RW0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0113_STAMPING: 9
 RW0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0113+STABILITY: SURFACE MOTION
 RW0113
 RW0113  HISTORY     - Date     Condition        Report By
 RW0113  HISTORY     - UNK      MONUMENTED
 RW0113  HISTORY     - 1934     GOOD             NGS
 RW0113
 RW0113                          STATION DESCRIPTION
 RW0113
 RW0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RW0113'9.7 MI S FROM WHITE SULPHUR SPRINGS.
 RW0113'9.7 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, 0.3
 RW0113'MILE NORTH OF A SIDE ROAD LEADING TO AN ABANDONED FARMHOUSE, 12 FEET
 RW0113'SOUTHWEST OF AN OLD NORTH-AND-SOUTH FENCE, AND 36 FEET NORTHEAST OF
 RW0113'THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 RW0113'9 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0027 ***********************************************************************
 QW0027  DESIGNATION -  9
 QW0027  PID         -  QW0027
 QW0027  STATE/COUNTY-  MT/YELLOWSTONE
 QW0027  USGS QUAD   -  WORDEN (1967)
 QW0027
 QW0027                         *CURRENT SURVEY CONTROL
 QW0027  ___________________________________________________________________
 QW0027* NAD 83(1986)-  45 55 28.     (N)    108 13 03.     (W)     SCALED    
 QW0027* NAVD 88     -       918.443  (meters)    3013.26   (feet)  ADJUSTED  
 QW0027  ___________________________________________________________________
 QW0027  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 QW0027  DYNAMIC HT  -         918.271 (meters)    3012.69  (feet)  COMP
 QW0027  MODELED GRAV-     980,398.1   (mgal)                       NAVD 88
 QW0027
 QW0027  VERT ORDER  -  FIRST     CLASS II
 QW0027
 QW0027.The horizontal coordinates were scaled from a topographic map and have
 QW0027.an estimated accuracy of +/- 6 seconds.
 QW0027
 QW0027.The orthometric height was determined by differential leveling
 QW0027.and adjusted by the National Geodetic Survey in June 1991..
 QW0027
 QW0027.The geoid height was determined by GEOID03.
 QW0027
 QW0027.The dynamic height is computed by dividing the NAVD 88
 QW0027.geopotential number by the normal gravity value computed on the
 QW0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0027.degrees latitude (g = 980.6199 gals.).
 QW0027
 QW0027.The modeled gravity was interpolated from observed gravity values.
 QW0027
 QW0027;                    North         East    Units  Estimated Accuracy
 QW0027;SPC MT       -   186,900.      699,440.      MT  (+/- 180 meters Scaled)
 QW0027
 QW0027                          SUPERSEDED SURVEY CONTROL
 QW0027
 QW0027  NGVD 29 (??/??/92)  917.716  (m)         3010.87   (f) ADJ UNCH    1 2
 QW0027
 QW0027.Superseded values are not recommended for survey control.
 QW0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0027.See file dsdata.txt to determine how the superseded data were derived.
 QW0027
 QW0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR157894(NAD 83)
 QW0027_MARKER: DD = SURVEY DISK
 QW0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0027_SP_SET: CULVERT
 QW0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0027
 QW0027  HISTORY     - Date     Condition        Report By
 QW0027  HISTORY     - UNK      MONUMENTED       BOR
 QW0027  HISTORY     - 1957     GOOD             NGS
 QW0027
 QW0027                          STATION DESCRIPTION
 QW0027
 QW0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0027'4.9 MI NE FROM HUNTLEY.
 QW0027'ABOUT 4.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QW0027'RAILROAD FROM THE STATION AT HUNTLEY, 4 1/2 POLES SOUTHWEST OF
 QW0027'MILEPOST 824, AT A ROAD CROSSING, IN THE TOP OF THE SOUTHEAST CONCRETE
 QW0027'HEAD WALL OF AN IRRIGATION CULVERT UNDER THE TRACK, 8 FEET SOUTHEAST
 QW0027'OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1082 ***********************************************************************
 SU1082  DESIGNATION -  9 A
 SU1082  PID         -  SU1082
 SU1082  STATE/COUNTY-  MT/SANDERS
 SU1082  USGS QUAD   -  CALICO CREEK (1964)
 SU1082
 SU1082                         *CURRENT SURVEY CONTROL
 SU1082  ___________________________________________________________________
 SU1082* NAD 83(1986)-  47 44 02.     (N)    115 01 49.     (W)     SCALED    
 SU1082* NAVD 88     -       886.221  (meters)    2907.54   (feet)  ADJUSTED  
 SU1082  ___________________________________________________________________
 SU1082  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU1082  DYNAMIC HT  -         886.183 (meters)    2907.42  (feet)  COMP
 SU1082  MODELED GRAV-     980,540.0   (mgal)                       NAVD 88
 SU1082
 SU1082  VERT ORDER  -  THIRD
 SU1082
 SU1082.The horizontal coordinates were scaled from a topographic map and have
 SU1082.an estimated accuracy of +/- 6 seconds.
 SU1082
 SU1082.The orthometric height was determined by differential leveling
 SU1082.and adjusted by the National Geodetic Survey in June 1991..
 SU1082
 SU1082.The geoid height was determined by GEOID03.
 SU1082
 SU1082.The dynamic height is computed by dividing the NAVD 88
 SU1082.geopotential number by the normal gravity value computed on the
 SU1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1082.degrees latitude (g = 980.6199 gals.).
 SU1082
 SU1082.The modeled gravity was interpolated from observed gravity values.
 SU1082
 SU1082;                    North         East    Units  Estimated Accuracy
 SU1082;SPC MT       -   401,750.      185,750.      MT  (+/- 180 meters Scaled)
 SU1082
 SU1082                          SUPERSEDED SURVEY CONTROL
 SU1082
 SU1082.No superseded survey control is available for this station.
 SU1082
 SU1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN476886(NAD 83)
 SU1082_MARKER: DB = BENCH MARK DISK
 SU1082_SETTING: 66 = SET IN ROCK OUTCROP
 SU1082_SP_SET: ROCK OUTCROP
 SU1082_STAMPING: 9A 1931
 SU1082_MARK LOGO: USGS  
 SU1082_MAGNETIC: I = MARKER IS A STEEL ROD
 SU1082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1082+STABILITY: POSITION/ELEVATION WELL
 SU1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1082+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1964
 SU1082
 SU1082  HISTORY     - Date     Condition        Report By
 SU1082  HISTORY     - 1931     MONUMENTED       USGS
 SU1082  HISTORY     - 19640812 GOOD             USGS
 SU1082
 SU1082                          STATION DESCRIPTION
 SU1082
 SU1082'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1082'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1082'JUNCTION OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 27.2 MILES
 SU1082'SOUTH ALONG THOMPSON RIVER ROAD, IN SOUTHWEST 1/4 CORNER OF SECTION
 SU1082'23/TOWNSHIP 23 NORTH/RANGE 27 WEST, 130 FEET NORTH OF BIG SPRING
 SU1082'BRIDGE AND 10 FEET WEST OF THOMPSON RIVER.  FROM THE NORTH PACIFIC
 SU1082'RAILROAD STATION AT THOMPSON FALLS, MONTANA, PROCEED 5.1 MILES
 SU1082'SOUTHEAST TO THE JUNCTION OF U S HIGHWAY 10A AND THOMPSON RIVER ROAD,
 SU1082'THENCE 17.4 MILES NORTH ALONG THOMPSON RIVER ROAD, IN THE SOUTHWEST
 SU1082'1/4 CORNER OF SECTION 23/TOWNSHIP 23 NORTH/RANGE 27 WEST, 130 FEET
 SU1082'NORTH OF BIG SPRING BRIDGE AND 10 FEET WEST OF THOMPSON RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0660 ***********************************************************************
 QW0660  DESIGNATION -  9 DHW
 QW0660  PID         -  QW0660
 QW0660  STATE/COUNTY-  MT/YELLOWSTONE
 QW0660  USGS QUAD   -  WOODY MOUNTAIN NW (1980)
 QW0660
 QW0660                         *CURRENT SURVEY CONTROL
 QW0660  ___________________________________________________________________
 QW0660* NAD 83(1986)-  45 40 13.     (N)    108 13 12.     (W)     SCALED    
 QW0660* NAVD 88     -      1090.026  (meters)    3576.19   (feet)  POSTED    
 QW0660  ___________________________________________________________________
 QW0660  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 QW0660  DYNAMIC HT  -        1089.770 (meters)    3575.35  (feet)  COMP
 QW0660  MODELED GRAV-     980,342.4   (mgal)                       NAVD 88
 QW0660
 QW0660  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0660
 QW0660.The horizontal coordinates were scaled from a topographic map and have
 QW0660.an estimated accuracy of +/- 6 seconds.
 QW0660
 QW0660.The orthometric height was determined by differential leveling
 QW0660.and adjusted by the National Geodetic Survey in 1992..
 QW0660.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0660.rate of 0.0 thru 1.0 mm/km.
 QW0660
 QW0660.The geoid height was determined by GEOID03.
 QW0660
 QW0660.The dynamic height is computed by dividing the NAVD 88
 QW0660.geopotential number by the normal gravity value computed on the
 QW0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0660.degrees latitude (g = 980.6199 gals.).
 QW0660
 QW0660.The modeled gravity was interpolated from observed gravity values.
 QW0660
 QW0660;                    North         East    Units  Estimated Accuracy
 QW0660;SPC MT       -   158,660.      699,700.      MT  (+/- 180 meters Scaled)
 QW0660
 QW0660                          SUPERSEDED SURVEY CONTROL
 QW0660
 QW0660.No superseded survey control is available for this station.
 QW0660
 QW0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR165611(NAD 83)
 QW0660_MARKER: DB = BENCH MARK DISK
 QW0660_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0660_SP_SET: PREFAB CONC. POST IN EARTH
 QW0660_STAMPING: 9 DHW 1967
 QW0660_MARK LOGO: USGS  
 QW0660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0660+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0660
 QW0660  HISTORY     - Date     Condition        Report By
 QW0660  HISTORY     - 1967     MONUMENTED       USGS
 QW0660
 QW0660                          STATION DESCRIPTION
 QW0660
 QW0660'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0660'FROM LOCKWOOD, MONTANA, AT THE LOCKWOOD SCHOOL, PROCEED 15.6 MILES
 QW0660'SOUTHEAST ALONG U S HIGHWAY 87-212 TO A JUNCTION WITH A RANCH ROAD,
 QW0660'CORMIERS RANCH HOUSE 0.8 MILES NORTH ALONG THE RANCH ROAD AT A
 QW0660'CATTLEGUARD, NEAR THE NORTHWEST CORNER OF SECTION 13/TOWNSHIP 2
 QW0660'SOUTH/RANGE 28 EAST, 91 FEET SOUTH OF THE HIGHWAY, 13 FEET WEST OF
 QW0660'THE RANCH ROAD, 3 FEET EAST OF A NORTH-SOUTH FENCE, WITNESS SIGN
 QW0660'NAILED TO FENCE POST FOR CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0391 ***********************************************************************
 QV0391  DESIGNATION -  9 JLP
 QV0391  PID         -  QV0391
 QV0391  STATE/COUNTY-  MT/POWDER RIVER
 QV0391  USGS QUAD   -  FORT HOWES (1995)
 QV0391
 QV0391                         *CURRENT SURVEY CONTROL
 QV0391  ___________________________________________________________________
 QV0391* NAD 83(1986)-  45 16 52.     (N)    106 08 29.     (W)     SCALED    
 QV0391* NAVD 88     -      1017.188  (meters)    3337.22   (feet)  ADJUSTED  
 QV0391  ___________________________________________________________________
 QV0391  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QV0391  DYNAMIC HT  -        1016.921 (meters)    3336.35  (feet)  COMP
 QV0391  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 QV0391
 QV0391  VERT ORDER  -  THIRD
 QV0391
 QV0391.The horizontal coordinates were scaled from a topographic map and have
 QV0391.an estimated accuracy of +/- 6 seconds.
 QV0391
 QV0391.The orthometric height was determined by differential leveling
 QV0391.and adjusted by the National Geodetic Survey in June 1991..
 QV0391
 QV0391.The geoid height was determined by GEOID03.
 QV0391
 QV0391.The dynamic height is computed by dividing the NAVD 88
 QV0391.geopotential number by the normal gravity value computed on the
 QV0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0391.degrees latitude (g = 980.6199 gals.).
 QV0391
 QV0391.The modeled gravity was interpolated from observed gravity values.
 QV0391
 QV0391;                    North         East    Units  Estimated Accuracy
 QV0391;SPC MT       -   120,250.      863,400.      MT  (+/- 180 meters Scaled)
 QV0391
 QV0391                          SUPERSEDED SURVEY CONTROL
 QV0391
 QV0391  NGVD 29 (??/??/92) 1016.49   (m)         3334.9    (f) COMPUTED    3 0
 QV0391
 QV0391.Superseded values are not recommended for survey control.
 QV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0391.See file dsdata.txt to determine how the superseded data were derived.
 QV0391
 QV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL104148(NAD 83)
 QV0391_MARKER: DB = BENCH MARK DISK
 QV0391_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QV0391_SP_SET: PREFAB CONC. POST IN EARTH
 QV0391_STAMPING: 9 JLP 1966
 QV0391_MARK LOGO: USGS  
 QV0391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QV0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0391+SATELLITE: SATELLITE OBSERVATIONS - 1966
 QV0391
 QV0391  HISTORY     - Date     Condition        Report By
 QV0391  HISTORY     - 1966     MONUMENTED       USGS
 QV0391
 QV0391                          STATION DESCRIPTION
 QV0391
 QV0391'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0391'FROM BIRNEY, MONTANA, PROCEED 21.9 MILES SOUTH AND EAST ALONG A ROAD,
 QV0391'1.55 MILES SOUTH AND WEST FROM HOWE RANGER STATION, 0.35 MILES EAST
 QV0391'OF HOWE RANCH, 0.4 MILES SOUTHEAST OF A CONFLUENCE OF TAYLOR CREEK
 QV0391'AND OTTER CREEK, AT A POINT WHERE THE ROAD MAKES A SHARP BEND TO THE
 QV0391'NORTHWEST, NEAR SECTION CORNER 30/TOWNSHIP 6 SOUTH/RANGE 46 EAST, 166
 QV0391'FEET EAST OF A FENCE CORNER, 125 FEET SOUTHWEST OF THE ROAD, 39 FEET
 QV0391'EAST OF A WIRE GATE, 1 FOOT NORTH OF THE FENCE LINE, PROJECTING 0.2
 QV0391'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0465 ***********************************************************************
 SS0465  DESIGNATION -  9 JRP
 SS0465  PID         -  SS0465
 SS0465  STATE/COUNTY-  MT/JUDITH BASIN
 SS0465  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0465
 SS0465                         *CURRENT SURVEY CONTROL
 SS0465  ___________________________________________________________________
 SS0465* NAD 83(1986)-  47 12 29.     (N)    110 43 42.     (W)     SCALED    
 SS0465* NAVD 88     -      1358.927  (meters)    4458.41   (feet)  ADJUSTED  
 SS0465  ___________________________________________________________________
 SS0465  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 SS0465  DYNAMIC HT  -        1358.731 (meters)    4457.77  (feet)  COMP
 SS0465  MODELED GRAV-     980,420.4   (mgal)                       NAVD 88
 SS0465
 SS0465  VERT ORDER  -  SECOND    CLASS 0
 SS0465
 SS0465.The horizontal coordinates were scaled from a topographic map and have
 SS0465.an estimated accuracy of +/- 6 seconds.
 SS0465
 SS0465.The orthometric height was determined by differential leveling
 SS0465.and adjusted by the National Geodetic Survey in June 1991..
 SS0465
 SS0465.The geoid height was determined by GEOID03.
 SS0465
 SS0465.The dynamic height is computed by dividing the NAVD 88
 SS0465.geopotential number by the normal gravity value computed on the
 SS0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0465.degrees latitude (g = 980.6199 gals.).
 SS0465
 SS0465.The modeled gravity was interpolated from observed gravity values.
 SS0465
 SS0465;                    North         East    Units  Estimated Accuracy
 SS0465;SPC MT       -   329,420.      507,000.      MT  (+/- 180 meters Scaled)
 SS0465
 SS0465                          SUPERSEDED SURVEY CONTROL
 SS0465
 SS0465  NGVD 29 (??/??/92) 1357.964  (m)         4455.25   (f) ADJ UNCH    2 0
 SS0465
 SS0465.Superseded values are not recommended for survey control.
 SS0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0465.See file dsdata.txt to determine how the superseded data were derived.
 SS0465
 SS0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT205283(NAD 83)
 SS0465_MARKER: DD = SURVEY DISK
 SS0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0465_STAMPING: 9 JRP 4455 1960
 SS0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0465+STABILITY: SURFACE MOTION
 SS0465
 SS0465  HISTORY     - Date     Condition        Report By
 SS0465  HISTORY     - 1960     MONUMENTED       USGS
 SS0465  HISTORY     - 1961     GOOD             NGS
 SS0465
 SS0465                          STATION DESCRIPTION
 SS0465
 SS0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0465'5.55 MI S FROM RAYNESFORD.
 SS0465'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0465'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0465'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 4.75 MILES SOUTH ALONG STATE
 SS0465'SECONDARY ROAD 427, IN SECTION 29, T 17 N, R 8 E, NORTHEAST OF AND
 SS0465'ACROSS THE ROAD FROM A RANCH HOUSE, 49 FEET NORTHEAST OF THE CENTER
 SS0465'LINE OF THE ROAD, 55 FEET NORTH OF THE CENTER OF A JUNCTION OF THE
 SS0465'ROAD AND A PRIVATE DRIVEWAY TO THE RANCH HOUSE, 27 FEET NORTHWEST OF
 SS0465'THE CENTER OF A WIRE GATE, 2 1/2 FEET SOUTHWEST OF A FENCE, 0.8 FOOT
 SS0465'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SS0465'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0636 ***********************************************************************
 RU0636  DESIGNATION -  9 JRP
 RU0636  PID         -  RU0636
 RU0636  STATE/COUNTY-  MT/ROSEBUD
 RU0636  USGS QUAD   -  MILLER CREEK SW (1969)
 RU0636
 RU0636                         *CURRENT SURVEY CONTROL
 RU0636  ___________________________________________________________________
 RU0636* NAD 83(1986)-  46 07 13.     (N)    106 14 47.     (W)     SCALED    
 RU0636* NAVD 88     -       868.833  (meters)    2850.50   (feet)  ADJUSTED  
 RU0636  ___________________________________________________________________
 RU0636  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 RU0636  DYNAMIC HT  -         868.715 (meters)    2850.11  (feet)  COMP
 RU0636  MODELED GRAV-     980,449.4   (mgal)                       NAVD 88
 RU0636
 RU0636  VERT ORDER  -  THIRD
 RU0636
 RU0636.The horizontal coordinates were scaled from a topographic map and have
 RU0636.an estimated accuracy of +/- 6 seconds.
 RU0636
 RU0636.The orthometric height was determined by differential leveling
 RU0636.and adjusted by the National Geodetic Survey in June 1991..
 RU0636
 RU0636.The geoid height was determined by GEOID03.
 RU0636
 RU0636.The dynamic height is computed by dividing the NAVD 88
 RU0636.geopotential number by the normal gravity value computed on the
 RU0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0636.degrees latitude (g = 980.6199 gals.).
 RU0636
 RU0636.The modeled gravity was interpolated from observed gravity values.
 RU0636
 RU0636;                    North         East    Units  Estimated Accuracy
 RU0636;SPC MT       -   213,060.      851,290.      MT  (+/- 180 meters Scaled)
 RU0636
 RU0636                          SUPERSEDED SURVEY CONTROL
 RU0636
 RU0636.No superseded survey control is available for this station.
 RU0636
 RU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM036081(NAD 83)
 RU0636_MARKER: DB = BENCH MARK DISK
 RU0636_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0636_SP_SET: COPPER-CLAD STEEL ROD
 RU0636_STAMPING: 9 JRP 1969
 RU0636_MARK LOGO: USGS  
 RU0636_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0636+SATELLITE: SATELLITE OBSERVATIONS - 1969
 RU0636
 RU0636  HISTORY     - Date     Condition        Report By
 RU0636  HISTORY     - 1969     MONUMENTED       USGS
 RU0636
 RU0636                          STATION DESCRIPTION
 RU0636
 RU0636'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RU0636'FROM ROSEBUD, MONTANA, PROCEED 4.2 MILES EAST ALONG U.S. HIGHWAYS 10
 RU0636'AND 12, THENCE 13.3 MILES SOUTHEAST ALONG SWEENEY CREEK ROAD, ABOUT
 RU0636'1.7 MILES SOUTHEAST OF BAR SEVENTY-ONE RANCH, 50 FEET EAST OF AND 2.5
 RU0636'FEET LOWER THAN THE CENTER OF THE ROAD, ON THE WEST BANK OF SWEENEY
 RU0636'CREEK, 2 FEET SOUTHWEST OF AN IRON WITNESS POST.  A COPPER-CLAD STEEL
 RU0636'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0687 ***********************************************************************
 QW0687  DESIGNATION -  9 JRP
 QW0687  PID         -  QW0687
 QW0687  STATE/COUNTY-  MT/BIG HORN
 QW0687  USGS QUAD   -  PRYOR (1980)
 QW0687
 QW0687                         *CURRENT SURVEY CONTROL
 QW0687  ___________________________________________________________________
 QW0687* NAD 83(1986)-  45 25 35.     (N)    108 34 27.     (W)     SCALED    
 QW0687* NAVD 88     -      1257.566  (meters)    4125.86   (feet)  POSTED    
 QW0687  ___________________________________________________________________
 QW0687  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 QW0687  DYNAMIC HT  -        1257.170 (meters)    4124.57  (feet)  COMP
 QW0687  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 QW0687
 QW0687  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0687
 QW0687.The horizontal coordinates were scaled from a topographic map and have
 QW0687.an estimated accuracy of +/- 6 seconds.
 QW0687
 QW0687.The orthometric height was determined by differential leveling
 QW0687.and adjusted by the National Geodetic Survey in 1992..
 QW0687.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0687.rate of 0.0 thru 1.0 mm/km.
 QW0687
 QW0687.The geoid height was determined by GEOID03.
 QW0687
 QW0687.The dynamic height is computed by dividing the NAVD 88
 QW0687.geopotential number by the normal gravity value computed on the
 QW0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0687.degrees latitude (g = 980.6199 gals.).
 QW0687
 QW0687.The modeled gravity was interpolated from observed gravity values.
 QW0687
 QW0687;                    North         East    Units  Estimated Accuracy
 QW0687;SPC MT       -   131,170.      672,440.      MT  (+/- 180 meters Scaled)
 QW0687
 QW0687                          SUPERSEDED SURVEY CONTROL
 QW0687
 QW0687.No superseded survey control is available for this station.
 QW0687
 QW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR897331(NAD 83)
 QW0687_MARKER: DB = BENCH MARK DISK
 QW0687_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QW0687_SP_SET: PREFAB CONC. POST IN EARTH
 QW0687_STAMPING: 9 JRP 1967
 QW0687_MARK LOGO: USGS  
 QW0687_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0687+SATELLITE: SATELLITE OBSERVATIONS - 1967
 QW0687
 QW0687  HISTORY     - Date     Condition        Report By
 QW0687  HISTORY     - 1967     MONUMENTED       USGS
 QW0687
 QW0687                          STATION DESCRIPTION
 QW0687
 QW0687'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QW0687'FROM PRYOR, MONTANA, PROCEED 2.0 MILES WEST OF POST OFFICE, 500 FEET
 QW0687'NORTHEAST OF RANCH HOUSE, 61 FEET EAST OF A CATTLE GUARD, 50 FEET
 QW0687'SOUTH OF THE ROAD AND SAME ELEVATION, 1 FOOT NORTH OF A RIGHT-OF-WAY
 QW0687'FENCE, PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0347 ***********************************************************************
 QU0347  DESIGNATION -  9 RCN
 QU0347  PID         -  QU0347
 QU0347  STATE/COUNTY-  MT/CARTER
 QU0347  USGS QUAD   -  CHALK BUTTES (1993)
 QU0347
 QU0347                         *CURRENT SURVEY CONTROL
 QU0347  ___________________________________________________________________
 QU0347* NAD 83(1986)-  45 42 20.     (N)    104 40 56.     (W)     SCALED    
 QU0347* NAVD 88     -      1078.541  (meters)    3538.51   (feet)  ADJUSTED  
 QU0347  ___________________________________________________________________
 QU0347  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 QU0347  DYNAMIC HT  -        1078.312 (meters)    3537.76  (feet)  COMP
 QU0347  MODELED GRAV-     980,366.1   (mgal)                       NAVD 88
 QU0347
 QU0347  VERT ORDER  -  THIRD
 QU0347
 QU0347.The horizontal coordinates were scaled from a topographic map and have
 QU0347.an estimated accuracy of +/- 6 seconds.
 QU0347
 QU0347.The orthometric height was determined by differential leveling
 QU0347.and adjusted by the National Geodetic Survey in June 1991..
 QU0347
 QU0347.The geoid height was determined by GEOID03.
 QU0347
 QU0347.The dynamic height is computed by dividing the NAVD 88
 QU0347.geopotential number by the normal gravity value computed on the
 QU0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0347.degrees latitude (g = 980.6199 gals.).
 QU0347
 QU0347.The modeled gravity was interpolated from observed gravity values.
 QU0347
 QU0347;                    North         East    Units  Estimated Accuracy
 QU0347;SPC MT       -   173,300.      974,810.      MT  (+/- 180 meters Scaled)
 QU0347
 QU0347                          SUPERSEDED SURVEY CONTROL
 QU0347
 QU0347.No superseded survey control is available for this station.
 QU0347
 QU0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL247613(NAD 83)
 QU0347_MARKER: DB = BENCH MARK DISK
 QU0347_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QU0347_SP_SET: COPPER-CLAD STEEL ROD
 QU0347_STAMPING: 9 RCN 1973 3536
 QU0347_MARK LOGO: USGS  
 QU0347_PROJECTION: FLUSH
 QU0347_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0347+SATELLITE: SATELLITE OBSERVATIONS - 1973
 QU0347_ROD/PIPE-DEPTH: 30   meters
 QU0347
 QU0347  HISTORY     - Date     Condition        Report By
 QU0347  HISTORY     - 1973     MONUMENTED       USGS
 QU0347
 QU0347                          STATION DESCRIPTION
 QU0347
 QU0347'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0347'FROM EKALAKA, MONTANA COURTHOUSE, PROCEED 18.2 MILES SOUTH ALONG
 QU0347'CHALK BUTTES ROAD, 71 FEET NORTH OF A CATTLEGUARD, 3 FEET NORTH OF A
 QU0347'FENCE CORNER, 2.0 FEET WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0513 ***********************************************************************
 RU0513  DESIGNATION -  9 RDS
 RU0513  PID         -  RU0513
 RU0513  STATE/COUNTY-  MT/ROSEBUD
 RU0513  USGS QUAD   -  GREBE RANCH (1980)
 RU0513
 RU0513                         *CURRENT SURVEY CONTROL
 RU0513  ___________________________________________________________________
 RU0513* NAD 83(1986)-  46 43 55.     (N)    107 43 18.     (W)     SCALED    
 RU0513* NAVD 88     -       971.790  (meters)    3188.28   (feet)  ADJUSTED  
 RU0513  ___________________________________________________________________
 RU0513  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 RU0513  DYNAMIC HT  -         971.717 (meters)    3188.04  (feet)  COMP
 RU0513  MODELED GRAV-     980,505.1   (mgal)                       NAVD 88
 RU0513
 RU0513  VERT ORDER  -  SECOND    CLASS 0
 RU0513
 RU0513.The horizontal coordinates were scaled from a topographic map and have
 RU0513.an estimated accuracy of +/- 6 seconds.
 RU0513
 RU0513.The orthometric height was determined by differential leveling
 RU0513.and adjusted by the National Geodetic Survey in June 1991..
 RU0513
 RU0513.The geoid height was determined by GEOID03.
 RU0513
 RU0513.The dynamic height is computed by dividing the NAVD 88
 RU0513.geopotential number by the normal gravity value computed on the
 RU0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0513.degrees latitude (g = 980.6199 gals.).
 RU0513
 RU0513.The modeled gravity was interpolated from observed gravity values.
 RU0513
 RU0513;                    North         East    Units  Estimated Accuracy
 RU0513;SPC MT       -   277,340.      735,840.      MT  (+/- 180 meters Scaled)
 RU0513
 RU0513                          SUPERSEDED SURVEY CONTROL
 RU0513
 RU0513  NGVD 29 (??/??/92)  971.15   (m)         3186.2    (f) COMPUTED    2 0
 RU0513
 RU0513.Superseded values are not recommended for survey control.
 RU0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0513.See file dsdata.txt to determine how the superseded data were derived.
 RU0513
 RU0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM920789(NAD 83)
 RU0513_MARKER: DB = BENCH MARK DISK
 RU0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0513_SP_SET: CONCRETE POST
 RU0513_STAMPING: 9 RDS 1962
 RU0513_MARK LOGO: USGS  
 RU0513_PROJECTION: FLUSH
 RU0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0513+STABILITY: SURFACE MOTION
 RU0513
 RU0513  HISTORY     - Date     Condition        Report By
 RU0513  HISTORY     - 1962     MONUMENTED       USGS
 RU0513
 RU0513                          STATION DESCRIPTION
 RU0513
 RU0513'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0513'21.7 KM (13.50 MI) NNE FROM MELSTONE.
 RU0513'4.4 MILES EAST OF THE MELSTONE POST OFFICE ALONG U. S. HIGHWAY 12,
 RU0513'THENCE 9.1 MILES NORTH ALONG THE MAIN GRADED ROAD, 1.9 MILES SOUTH
 RU0513'OF THE KINCHELOE RANCH HEADQUARTERS, IN THE SE 1/4 OF SECTION 5, T.
 RU0513'11N., R. 32 E., AT THE SUMMIT OF A HILL, 82 FEET WEST (NORMAL TO) OF
 RU0513'THE CENTER OF ROAD.
 RU0513'THE MARK IS 3.2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0533 ***********************************************************************
 TK0533  DESIGNATION -  9 REB
 TK0533  PID         -  TK0533
 TK0533  STATE/COUNTY-  MT/BLAINE
 TK0533  USGS QUAD   -  HARLEM (1964)
 TK0533
 TK0533                         *CURRENT SURVEY CONTROL
 TK0533  ___________________________________________________________________
 TK0533* NAD 83(1986)-  48 33 13.     (N)    108 46 12.     (W)     SCALED    
 TK0533* NAVD 88     -       771.353  (meters)    2530.68   (feet)  POSTED    
 TK0533  ___________________________________________________________________
 TK0533  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 TK0533  DYNAMIC HT  -         771.450 (meters)    2531.00  (feet)  COMP
 TK0533  MODELED GRAV-     980,709.1   (mgal)                       NAVD 88
 TK0533
 TK0533  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0533
 TK0533.The horizontal coordinates were scaled from a topographic map and have
 TK0533.an estimated accuracy of +/- 6 seconds.
 TK0533
 TK0533.The orthometric height was determined by differential leveling
 TK0533.and adjusted by the National Geodetic Survey in 1992..
 TK0533.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0533.rate of 0.0 thru 1.0 mm/km.
 TK0533
 TK0533.The geoid height was determined by GEOID03.
 TK0533
 TK0533.The dynamic height is computed by dividing the NAVD 88
 TK0533.geopotential number by the normal gravity value computed on the
 TK0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0533.degrees latitude (g = 980.6199 gals.).
 TK0533
 TK0533.The modeled gravity was interpolated from observed gravity values.
 TK0533
 TK0533;                    North         East    Units  Estimated Accuracy
 TK0533;SPC MT       -   478,480.      653,880.      MT  (+/- 180 meters Scaled)
 TK0533
 TK0533                          SUPERSEDED SURVEY CONTROL
 TK0533
 TK0533.No superseded survey control is available for this station.
 TK0533
 TK0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU645802(NAD 83)
 TK0533_MARKER: DB = BENCH MARK DISK
 TK0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TK0533_SP_SET: COPPER-CLAD STEEL ROD
 TK0533_STAMPING: 9 REB 1979
 TK0533_MARK LOGO: USGS  
 TK0533_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0533_ROD/PIPE-DEPTH: 3.05 meters
 TK0533
 TK0533  HISTORY     - Date     Condition        Report By
 TK0533  HISTORY     - 1979     MONUMENTED       USGS
 TK0533
 TK0533                          STATION DESCRIPTION
 TK0533
 TK0533'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 TK0533'2.6 KM (1.60 MI) NORTH FROM HARLEM.
 TK0533'1.6 MILES NORTH OF THE BURLINGTON NORTHERN RAILROAD DEPOT IN HARLEM
 TK0533'ALONG HIGHWAY 241, 0.8 MILES SOUTH OF THE ENTRANCE TO THE AIRPORT,
 TK0533'0.1 MILES EAST OF THE SOUTH 1/4 CORNER OF SECTION 5, T32N, R23E, 21
 TK0533'FEET NORTH AND 68 FEET EAST OF A T - ROAD HEADING EAST TO A RANCH
 TK0533'HOUSE, 10.5 FEET NORTH OF A RIGHT - OF - WAY POST, AND 0.8 FEET WEST
 TK0533'OF A FENCE.
 TK0533'THE MARK IS 3.5 FT  S FROM  A WITNESS POST
 TK0533'THE MARK IS 1.0 FT BELOW T - ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0981 ***********************************************************************
 TN0981  DESIGNATION -  9 RHM
 TN0981  PID         -  TN0981
 TN0981  STATE/COUNTY-  MT/LINCOLN
 TN0981  USGS QUAD   -  GOLD HILL (1963)
 TN0981
 TN0981                         *CURRENT SURVEY CONTROL
 TN0981  ___________________________________________________________________
 TN0981* NAD 83(1986)-  48 35 02.     (N)    115 36 00.     (W)     SCALED    
 TN0981* NAVD 88     -       923.158  (meters)    3028.73   (feet)  ADJUSTED  
 TN0981  ___________________________________________________________________
 TN0981  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 TN0981  DYNAMIC HT  -         923.191 (meters)    3028.84  (feet)  COMP
 TN0981  MODELED GRAV-     980,615.8   (mgal)                       NAVD 88
 TN0981
 TN0981  VERT ORDER  -  THIRD
 TN0981
 TN0981.The horizontal coordinates were scaled from a topographic map and have
 TN0981.an estimated accuracy of +/- 6 seconds.
 TN0981
 TN0981.The orthometric height was determined by differential leveling
 TN0981.and adjusted by the National Geodetic Survey in June 1991..
 TN0981
 TN0981.The geoid height was determined by GEOID03.
 TN0981
 TN0981.The dynamic height is computed by dividing the NAVD 88
 TN0981.geopotential number by the normal gravity value computed on the
 TN0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0981.degrees latitude (g = 980.6199 gals.).
 TN0981
 TN0981.The modeled gravity was interpolated from observed gravity values.
 TN0981
 TN0981;                    North         East    Units  Estimated Accuracy
 TN0981;SPC MT       -   499,110.      150,500.      MT  (+/- 180 meters Scaled)
 TN0981
 TN0981                          SUPERSEDED SURVEY CONTROL
 TN0981
 TN0981.No superseded survey control is available for this station.
 TN0981
 TN0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP032821(NAD 83)
 TN0981_MARKER: DB = BENCH MARK DISK
 TN0981_SETTING: 66 = SET IN ROCK OUTCROP
 TN0981_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0981_STAMPING: 9 RHM 1963
 TN0981_MARK LOGO: USGS  
 TN0981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0981+STABILITY: POSITION/ELEVATION WELL
 TN0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0981+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TN0981
 TN0981  HISTORY     - Date     Condition        Report By
 TN0981  HISTORY     - 1963     MONUMENTED       USGS
 TN0981
 TN0981                          STATION DESCRIPTION
 TN0981
 TN0981'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0981'FROM LIBBY, MONTANA POST OFFICE, PROCEED 1.0 MILE NORTH ALONG STATE
 TN0981'HIGHWAY 37 TO JUNCTION OF FOREST SERVICE ROAD 68 NORTH, THENCE 16.4
 TN0981'MILES NORTH ALONG ROAD 68 TO A ROCK LEDGE ON THE EAST SIDE OF THE
 TN0981'ROAD, IN THE NORTHEAST CORNER OF SECTION 34/TOWNSHIP 33 NORTH/RANGE
 TN0981'31 WEST, 29 FEET EAST AND 2.5 FEET HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1077 ***********************************************************************
 SU1077  DESIGNATION -  9 RHM
 SU1077  PID         -  SU1077
 SU1077  STATE/COUNTY-  MT/FLATHEAD
 SU1077  USGS QUAD   -  RICHARDS PEAK (1966)
 SU1077
 SU1077                         *CURRENT SURVEY CONTROL
 SU1077  ___________________________________________________________________
 SU1077* NAD 83(1986)-  47 50 04.     (N)    115 00 24.     (W)     SCALED    
 SU1077* NAVD 88     -       985.370  (meters)    3232.83   (feet)  ADJUSTED  
 SU1077  ___________________________________________________________________
 SU1077  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU1077  DYNAMIC HT  -         985.325 (meters)    3232.69  (feet)  COMP
 SU1077  MODELED GRAV-     980,533.2   (mgal)                       NAVD 88
 SU1077
 SU1077  VERT ORDER  -  THIRD
 SU1077
 SU1077.The horizontal coordinates were scaled from a topographic map and have
 SU1077.an estimated accuracy of +/- 6 seconds.
 SU1077
 SU1077.The orthometric height was determined by differential leveling
 SU1077.and adjusted by the National Geodetic Survey in June 1991..
 SU1077
 SU1077.The geoid height was determined by GEOID03.
 SU1077
 SU1077.The dynamic height is computed by dividing the NAVD 88
 SU1077.geopotential number by the normal gravity value computed on the
 SU1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU1077.degrees latitude (g = 980.6199 gals.).
 SU1077
 SU1077.The modeled gravity was interpolated from observed gravity values.
 SU1077
 SU1077;                    North         East    Units  Estimated Accuracy
 SU1077;SPC MT       -   412,780.      188,300.      MT  (+/- 180 meters Scaled)
 SU1077
 SU1077                          SUPERSEDED SURVEY CONTROL
 SU1077
 SU1077  NGVD 29 (??/??/92)  984.16   (m)         3228.9    (f) COMPUTED    3 0
 SU1077
 SU1077.Superseded values are not recommended for survey control.
 SU1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1077.See file dsdata.txt to determine how the superseded data were derived.
 SU1077
 SU1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN491998(NAD 83)
 SU1077_MARKER: DB = BENCH MARK DISK
 SU1077_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1077_SP_SET: PREFAB CONC. POST IN EARTH
 SU1077_STAMPING: 9 RHM 1964
 SU1077_MARK LOGO: USGS  
 SU1077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SU1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1077+SATELLITE: SATELLITE OBSERVATIONS - 1964
 SU1077
 SU1077  HISTORY     - Date     Condition        Report By
 SU1077  HISTORY     - 1964     MONUMENTED       USGS
 SU1077
 SU1077                          STATION DESCRIPTION
 SU1077
 SU1077'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1077'APPROXIMATELY 9.0 MILES SOUTHEAST OF HAPPYS INN, MONTANA, FROM THE
 SU1077'JUNCTIONS OF U S HIGHWAY 2 AND THOMPSON RIVER ROAD PROCEED 18.0 MILES
 SU1077'SOUTH ALONG THOMPSON RIVER ROAD TO CROSSROADS, 5.7 MILES SOUTH OF
 SU1077'BEND GUARD STATION, 321 FEET NORTH OF CROSSROADS AND 36 FEET WEST OF
 SU1077'MAIN ROAD, PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0698 ***********************************************************************
 TL0698  DESIGNATION -  9 WCA
 TL0698  PID         -  TL0698
 TL0698  STATE/COUNTY-  MT/LIBERTY
 TL0698  USGS QUAD   -  BOBCAT COULEE SE (1963)
 TL0698
 TL0698                         *CURRENT SURVEY CONTROL
 TL0698  ___________________________________________________________________
 TL0698* NAD 83(1986)-  48 47 02.     (N)    110 46 22.     (W)     SCALED    
 TL0698* NAVD 88     -       985.931  (meters)    3234.68   (feet)  ADJUSTED  
 TL0698  ___________________________________________________________________
 TL0698  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TL0698  DYNAMIC HT  -         986.032 (meters)    3235.01  (feet)  COMP
 TL0698  MODELED GRAV-     980,678.5   (mgal)                       NAVD 88
 TL0698
 TL0698  VERT ORDER  -  THIRD
 TL0698
 TL0698.The horizontal coordinates were scaled from a topographic map and have
 TL0698.an estimated accuracy of +/- 6 seconds.
 TL0698
 TL0698.The orthometric height was determined by differential leveling
 TL0698.and adjusted by the National Geodetic Survey in June 1991..
 TL0698
 TL0698.The geoid height was determined by GEOID03.
 TL0698
 TL0698.The dynamic height is computed by dividing the NAVD 88
 TL0698.geopotential number by the normal gravity value computed on the
 TL0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0698.degrees latitude (g = 980.6199 gals.).
 TL0698
 TL0698.The modeled gravity was interpolated from observed gravity values.
 TL0698
 TL0698;                    North         East    Units  Estimated Accuracy
 TL0698;SPC MT       -   504,600.      506,480.      MT  (+/- 180 meters Scaled)
 TL0698
 TL0698                          SUPERSEDED SURVEY CONTROL
 TL0698
 TL0698.No superseded survey control is available for this station.
 TL0698
 TL0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV166034(NAD 83)
 TL0698_MARKER: DB = BENCH MARK DISK
 TL0698_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0698_SP_SET: PREFAB CONC. POST IN EARTH
 TL0698_STAMPING: 9 WCA 1963 3232
 TL0698_MARK LOGO: USGS  
 TL0698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0698+SATELLITE: SATELLITE OBSERVATIONS - 1963
 TL0698
 TL0698  HISTORY     - Date     Condition        Report By
 TL0698  HISTORY     - 1963     MONUMENTED       USGS
 TL0698
 TL0698                          STATION DESCRIPTION
 TL0698
 TL0698'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0698'FROM THE POST OFFICE IN JOPLIN, MONTANA, PROCEED 15.6 MILES NORTH
 TL0698'ALONG JOPLIN ROAD, IN THE SOUTHEAST CORNER OF SECTION 14/TOWNSHIP 35
 TL0698'NORTH/RANGE 7 EAST, 25 FEET NORTH OF AN EAST-WEST FIELD ROAD AND 41
 TL0698'FEET WEST OF A NORTH-SOUTH ROAD AND 1.8 FEET LOWER THAN A T-ROAD
 TL0698'WEST, 4.3 FEET EAST OF A TELEPHONE POLE, PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0415 ***********************************************************************
 TJ0415  DESIGNATION -  9 WR
 TJ0415  PID         -  TJ0415
 TJ0415  STATE/COUNTY-  MT/PHILLIPS
 TJ0415  USGS QUAD   -  HEWITT LAKE SW (1968)
 TJ0415
 TJ0415                         *CURRENT SURVEY CONTROL
 TJ0415  ___________________________________________________________________
 TJ0415* NAD 83(1986)-  48 36 49.     (N)    107 43 49.     (W)     SCALED    
 TJ0415* NAVD 88     -       784.218  (meters)    2572.89   (feet)  ADJUSTED  
 TJ0415  ___________________________________________________________________
 TJ0415  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TJ0415  DYNAMIC HT  -         784.314 (meters)    2573.20  (feet)  COMP
 TJ0415  MODELED GRAV-     980,705.6   (mgal)                       NAVD 88
 TJ0415
 TJ0415  VERT ORDER  -  FIRST     CLASS II
 TJ0415
 TJ0415.The horizontal coordinates were scaled from a topographic map and have
 TJ0415.an estimated accuracy of +/- 6 seconds.
 TJ0415
 TJ0415.The orthometric height was determined by differential leveling
 TJ0415.and adjusted by the National Geodetic Survey in June 1991..
 TJ0415
 TJ0415.The geoid height was determined by GEOID03.
 TJ0415
 TJ0415.The dynamic height is computed by dividing the NAVD 88
 TJ0415.geopotential number by the normal gravity value computed on the
 TJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0415.degrees latitude (g = 980.6199 gals.).
 TJ0415
 TJ0415.The modeled gravity was interpolated from observed gravity values.
 TJ0415
 TJ0415;                    North         East    Units  Estimated Accuracy
 TJ0415;SPC MT       -   486,380.      730,450.      MT  (+/- 180 meters Scaled)
 TJ0415
 TJ0415                          SUPERSEDED SURVEY CONTROL
 TJ0415
 TJ0415.No superseded survey control is available for this station.
 TJ0415
 TJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP987881(NAD 83)
 TJ0415_MARKER: DB = BENCH MARK DISK
 TJ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0415_SP_SET: CONCRETE POST
 TJ0415_STAMPING: 9 WR 2571 1968
 TJ0415_PROJECTION: PROJECTING 33 CENTIMETERS
 TJ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0415+STABILITY: SURFACE MOTION
 TJ0415
 TJ0415  HISTORY     - Date     Condition        Report By
 TJ0415  HISTORY     - 1968     MONUMENTED       USGS
 TJ0415  HISTORY     - 1979     GOOD             NGS
 TJ0415
 TJ0415                          STATION DESCRIPTION
 TJ0415
 TJ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0415'20.2 MI NORTH FROM MALTA.
 TJ0415'20.2 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S
 TJ0415'HIGHWAY 2 IN MALTA, 250 FEET WEST OF THE CENTER OF THE HIGHWAY, 150
 TJ0415'FEET WEST OF A FENCE, AND 63 FEET EAST OF THE CENTER OF A FIELD ROAD.
 TJ0415'THE MARK IS 2 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7441 ***********************************************************************
 AE7441  DESIGNATION -  9 WR
 AE7441  PID         -  AE7441
 AE7441  STATE/COUNTY-  MT/SILVER BOW
 AE7441  USGS QUAD   -  HOMESTAKE (1996)
 AE7441
 AE7441                         *CURRENT SURVEY CONTROL
 AE7441  ___________________________________________________________________
 AE7441* NAD 83(1986)-  45 57 50.     (N)    112 29 58.     (W)     SCALED    
 AE7441* NAVD 88     -      1682.419  (meters)    5519.74   (feet)  ADJUSTED  
 AE7441  ___________________________________________________________________
 AE7441  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 AE7441  DYNAMIC HT  -        1681.759 (meters)    5517.57  (feet)  COMP
 AE7441  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 AE7441
 AE7441  VERT ORDER  -  SECOND    CLASS II
 AE7441
 AE7441.The horizontal coordinates were scaled from a topographic map and have
 AE7441.an estimated accuracy of +/- 6 seconds.
 AE7441
 AE7441.The orthometric height was determined by differential leveling
 AE7441.and adjusted by the National Geodetic Survey in April 1998..
 AE7441
 AE7441.The geoid height was determined by GEOID03.
 AE7441
 AE7441.The dynamic height is computed by dividing the NAVD 88
 AE7441.geopotential number by the normal gravity value computed on the
 AE7441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7441.degrees latitude (g = 980.6199 gals.).
 AE7441
 AE7441.The modeled gravity was interpolated from observed gravity values.
 AE7441
 AE7441;                    North         East    Units  Estimated Accuracy
 AE7441;SPC MT       -   194,920.      367,660.      MT  (+/- 180 meters Scaled)
 AE7441
 AE7441                          SUPERSEDED SURVEY CONTROL
 AE7441
 AE7441.No superseded survey control is available for this station.
 AE7441
 AE7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR838911(NAD 83)
 AE7441_MARKER: DB = BENCH MARK DISK
 AE7441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7441_STAMPING: 9 WR 1958 5516
 AE7441_MARK LOGO: USGS  
 AE7441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7441+STABILITY: SURFACE MOTION
 AE7441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7441+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1997
 AE7441
 AE7441  HISTORY     - Date     Condition        Report By
 AE7441  HISTORY     - 1958     MONUMENTED       USGS
 AE7441  HISTORY     - 19970806 GOOD             MTDOT
 AE7441
 AE7441                          STATION DESCRIPTION
 AE7441
 AE7441'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (GLT)
 AE7441'THE STATION IS LOCATED IN BUTTE ABOUT 2.65 KM (1.65 MI) SOUTH OF
 AE7441'INTERSTATE HIGHWAY 90 (HARRISON AVE INTERCHANGE) ALONG HARRISON AVE
 AE7441'AND ON THE SOUTHWEST CORNER OF THE MOUNTAIN VIEW CEMETERY.  TO REACH
 AE7441'THE STATION FROM THE HARRISON AVE INTERCHANGE OF INTERSTATE HIGHWAY 90
 AE7441'IN BUTTE (EXIT 127) GO SOUTH ON HARRISON AVE FOR 2.65 KM (1.65 MI) TO
 AE7441'THE MOUNTAIN VIEW CEMETERY WEST OF HARRISON AVE.  AT THE SOUTHWEST
 AE7441'CORNER OF THE MOUNTAIN VEIW CEMETERY WEST OF A WROUGHT IRON FENCE 0.61
 AE7441'M (2.00 FT) AND 20.0 M (65.6 FT) EAST OF CENTERLINE OF HARRISON AVE
 AE7441'AND JUST NORTH OF THE AIRPORT SECURITY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0269 ***********************************************************************
 QX0269  DESIGNATION -  900
 QX0269  PID         -  QX0269
 QX0269  STATE/COUNTY-  MT/GALLATIN
 QX0269  USGS QUAD   -  BEACON POINT (1988)
 QX0269
 QX0269                         *CURRENT SURVEY CONTROL
 QX0269  ___________________________________________________________________
 QX0269* NAD 83(1986)-  45 29 06.     (N)    111 16 16.     (W)     SCALED    
 QX0269* NAVD 88     -      1595.647  (meters)    5235.05   (feet)  ADJUSTED  
 QX0269  ___________________________________________________________________
 QX0269  GEOID HEIGHT-          -9.89  (meters)                     GEOID03
 QX0269  DYNAMIC HT  -        1595.012 (meters)    5232.97  (feet)  COMP
 QX0269  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 QX0269
 QX0269  VERT ORDER  -  FIRST     CLASS II
 QX0269
 QX0269.The horizontal coordinates were scaled from a topographic map and have
 QX0269.an estimated accuracy of +/- 6 seconds.
 QX0269
 QX0269.The orthometric height was determined by differential leveling
 QX0269.and adjusted by the National Geodetic Survey in June 1991..
 QX0269
 QX0269.The geoid height was determined by GEOID03.
 QX0269
 QX0269.The dynamic height is computed by dividing the NAVD 88
 QX0269.geopotential number by the normal gravity value computed on the
 QX0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0269.degrees latitude (g = 980.6199 gals.).
 QX0269
 QX0269.The modeled gravity was interpolated from observed gravity values.
 QX0269
 QX0269;                    North         East    Units  Estimated Accuracy
 QX0269;SPC MT       -   138,820.      461,580.      MT  (+/- 180 meters Scaled)
 QX0269
 QX0269                          SUPERSEDED SURVEY CONTROL
 QX0269
 QX0269  NGVD 29 (??/??/92) 1594.355  (m)         5230.81   (f) ADJ UNCH    1 2
 QX0269
 QX0269.Superseded values are not recommended for survey control.
 QX0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0269.See file dsdata.txt to determine how the superseded data were derived.
 QX0269
 QX0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR788368(NAD 83)
 QX0269_MARKER: DD = SURVEY DISK
 QX0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0269_STAMPING: 900
 QX0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0269+STABILITY: SURFACE MOTION
 QX0269
 QX0269  HISTORY     - Date     Condition        Report By
 QX0269  HISTORY     - UNK      MONUMENTED       BPR
 QX0269  HISTORY     - 1960     GOOD             NGS
 QX0269
 QX0269                          STATION DESCRIPTION
 QX0269
 QX0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0269'9.25 MI SW FROM GALLATIN GATEWAY.
 QX0269'ABOUT 6.35 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 QX0269'GALLATIN GATEWAY, THENCE 2.9 MILES SOUTHWEST ALONG U. S. HIGHWAY 191,
 QX0269'IN SECTION 18, T 4 S, R 4 E, 33 FEET WEST OF THE CENTER LINE OF THE
 QX0269'HIGHWAY, 19 FEET SOUTH OF A TELEPHONE POLE, 20.0 FEET NORTH OF HIGHWAY
 QX0269'MARK NO. 900, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 QX0269'CONCRETE POST PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0631 ***********************************************************************
 PZ0631  DESIGNATION -  901.01
 PZ0631  PID         -  PZ0631
 PZ0631  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0631  USGS QUAD   -  MONIDA (1968)
 PZ0631
 PZ0631                         *CURRENT SURVEY CONTROL
 PZ0631  ___________________________________________________________________
 PZ0631* NAD 83(1992)-  44 33 20.84298(N)    112 18 32.27412(W)     ADJUSTED  
 PZ0631* NAVD 88     -      2106.     (meters)    6909.     (feet)  SCALED    
 PZ0631  ___________________________________________________________________
 PZ0631  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 PZ0631  GEOID HEIGHT-         -10.00  (meters)                     GEOID03
 PZ0631
 PZ0631  HORZ ORDER  -  SECOND
 PZ0631
 PZ0631.The horizontal coordinates were established by classical geodetic methods
 PZ0631.and adjusted by the National Geodetic Survey in July 1992..
 PZ0631
 PZ0631.The orthometric height was scaled from a topographic map.
 PZ0631
 PZ0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0631
 PZ0631.The geoid height was determined by GEOID03.
 PZ0631
 PZ0631;                    North         East     Units Scale Factor Converg.
 PZ0631;SPC MT       -    37,996.071   376,799.281   MT  1.00029549   -2 03 17.2
 PZ0631;SPC MT       -   124,659.03  1,236,218.11   iFT  1.00029549   -2 03 17.2
 PZ0631;SPC ID E     -   320,959.854   188,694.465   MT  0.99994894   -0 05 59.4
 PZ0631;UTM  12      - 4,934,439.444   396,039.350   MT  0.99973291   -0 55 06.4
 PZ0631
 PZ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0631!SPC MT       -   0.99967141  x   1.00029549  =   0.99996680
 PZ0631!SPC ID E     -   0.99967141  x   0.99994894  =   0.99962037
 PZ0631!UTM  12      -   0.99967141  x   0.99973291  =   0.99940441
 PZ0631
 PZ0631                          SUPERSEDED SURVEY CONTROL
 PZ0631
 PZ0631  NAD 83(1986)-  44 33 20.83987(N)    112 18 32.26365(W) AD(       ) 2
 PZ0631  NAD 27      -  44 33 21.15620(N)    112 18 29.25440(W) AD(       ) 2
 PZ0631
 PZ0631.Superseded values are not recommended for survey control.
 PZ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0631.See file dsdata.txt to determine how the superseded data were derived.
 PZ0631
 PZ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ9603934439(NAD 83)
 PZ0631_MARKER: DD = SURVEY DISK
 PZ0631_SETTING: 0 = UNSPECIFIED SETTING
 PZ0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0631
 PZ0631  HISTORY     - Date     Condition        Report By
 PZ0631  HISTORY     - 1959     MONUMENTED       MTSHC
 PZ0631
 PZ0631                          STATION DESCRIPTION
 PZ0631
 PZ0631'DESCRIBED BY MONTANA STATE HIGHWAY COMMISSION 1959 (WH)
 PZ0631'A BRONZE DISK OF THE MONTANA HIGHWAY COMMISSION SET IN A
 PZ0631'CONCRETE POST WHICH PROJECTS 3 FEET AND SET AT THE CREST OF
 PZ0631'A CUT ON THE EAST SIDE OF INTERSTATE HIGHWAY 15.  THE DISK
 PZ0631'IS STAMPED 901.01 AND IS 26.494 METERS (86.92 FT) S 14 DEG 38 MIN
 PZ0631'W FROM THE TRIANGULATION STATION IDA 15-150.
 PZ0631'THE CONCRETE POST IS PRESUMABLY ON THE IDAHO-MONTANA STATE
 PZ0631'LINE, AND PROVISION ARE MADE TO ATTACH TWO SIGNS UPON IT WHICH
 PZ0631'ULTIMATELY MAY SHIFT THE HORIZONTAL POSITION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0275 ***********************************************************************
 TH0275  DESIGNATION -  98/2 CAP
 TH0275  PID         -  TH0275
 TH0275  STATE/COUNTY-  MT/ROOSEVELT
 TH0275  USGS QUAD   -  MACON (1972)
 TH0275
 TH0275                         *CURRENT SURVEY CONTROL
 TH0275  ___________________________________________________________________
 TH0275* NAD 83(1986)-  48 05 58.     (N)    105 35 10.     (W)     SCALED    
 TH0275* NAVD 88     -       605.425  (meters)    1986.30   (feet)  ADJUSTED  
 TH0275  ___________________________________________________________________
 TH0275  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 TH0275  DYNAMIC HT  -         605.496 (meters)    1986.53  (feet)  COMP
 TH0275  MODELED GRAV-     980,710.2   (mgal)                       NAVD 88
 TH0275
 TH0275  VERT ORDER  -  FIRST     CLASS II
 TH0275
 TH0275.The horizontal coordinates were scaled from a topographic map and have
 TH0275.an estimated accuracy of +/- 6 seconds.
 TH0275
 TH0275.The orthometric height was determined by differential leveling
 TH0275.and adjusted by the National Geodetic Survey in June 1991..
 TH0275.WARNING-Repeat measurements at this control monument indicate possible
 TH0275.vertical movement.
 TH0275
 TH0275.The geoid height was determined by GEOID03.
 TH0275
 TH0275.The dynamic height is computed by dividing the NAVD 88
 TH0275.geopotential number by the normal gravity value computed on the
 TH0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0275.degrees latitude (g = 980.6199 gals.).
 TH0275
 TH0275.The modeled gravity was interpolated from observed gravity values.
 TH0275
 TH0275;                    North         East    Units  Estimated Accuracy
 TH0275;SPC MT       -   435,030.      891,270.      MT  (+/- 180 meters Scaled)
 TH0275
 TH0275                          SUPERSEDED SURVEY CONTROL
 TH0275
 TH0275  NGVD 29 (??/??/92)  604.823  (m)         1984.32   (f) ADJ UNCH    1 2
 TH0275
 TH0275.Superseded values are not recommended for survey control.
 TH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0275.See file dsdata.txt to determine how the superseded data were derived.
 TH0275
 TH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP563275(NAD 83)
 TH0275_MARKER: P = PIPE CAP
 TH0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TH0275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TH0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0275
 TH0275  HISTORY     - Date     Condition        Report By
 TH0275  HISTORY     - UNK      MONUMENTED       MORC
 TH0275  HISTORY     - 1940     GOOD             NGS
 TH0275  HISTORY     - 1980     MARK NOT FOUND   NGS
 TH0275
 TH0275                          STATION DESCRIPTION
 TH0275
 TH0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TH0275'2.5 MI E FROM WOLF POINT.
 TH0275'2.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM WOLF POINT,
 TH0275'ROOSEVELT COUNTY, ON THE LEFT BANK OF MISSOURI RIVER, 11 POLES WEST OF
 TH0275'MILEPOST 225, 665 FEET WEST OF A BRIDGE, 330 FEET SOUTH OF THE TRACK,
 TH0275'75 FEET NORTH OF A DIRT ROAD, AND NEAR A WIRE FENCE.  A MISSOURI RIVER
 TH0275'COMMISSION STANDARD CAP, FASTENED ON THE TOP OF AN IRON PIPE.
 TH0275
 TH0275                          STATION RECOVERY (1980)
 TH0275
 TH0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TH0275'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0829 ***********************************************************************
 SS0829  DESIGNATION -  A 10 I
 SS0829  PID         -  SS0829
 SS0829  STATE/COUNTY-  MT/CASCADE
 SS0829  USGS QUAD   -  MAHONEY HILL (1965)
 SS0829
 SS0829                         *CURRENT SURVEY CONTROL
 SS0829  ___________________________________________________________________
 SS0829* NAD 83(1986)-  47 18 24.     (N)    111 01 09.     (W)     SCALED    
 SS0829* NAVD 88     -      1319.938  (meters)    4330.50   (feet)  ADJUSTED  
 SS0829  ___________________________________________________________________
 SS0829  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SS0829  DYNAMIC HT  -        1319.774 (meters)    4329.96  (feet)  COMP
 SS0829  MODELED GRAV-     980,442.3   (mgal)                       NAVD 88
 SS0829
 SS0829  VERT ORDER  -  SECOND    CLASS 0
 SS0829
 SS0829.The horizontal coordinates were scaled from a topographic map and have
 SS0829.an estimated accuracy of +/- 6 seconds.
 SS0829
 SS0829.The orthometric height was determined by differential leveling
 SS0829.and adjusted by the National Geodetic Survey in June 1991..
 SS0829
 SS0829.The geoid height was determined by GEOID03.
 SS0829
 SS0829.The dynamic height is computed by dividing the NAVD 88
 SS0829.geopotential number by the normal gravity value computed on the
 SS0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0829.degrees latitude (g = 980.6199 gals.).
 SS0829
 SS0829.The modeled gravity was interpolated from observed gravity values.
 SS0829
 SS0829;                    North         East    Units  Estimated Accuracy
 SS0829;SPC MT       -   340,760.      485,200.      MT  (+/- 180 meters Scaled)
 SS0829
 SS0829                          SUPERSEDED SURVEY CONTROL
 SS0829
 SS0829  NGVD 29 (??/??/92) 1318.979  (m)         4327.35   (f) ADJ UNCH    2 0
 SS0829
 SS0829.Superseded values are not recommended for survey control.
 SS0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0829.See file dsdata.txt to determine how the superseded data were derived.
 SS0829
 SS0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT985392(NAD 83)
 SS0829_MARKER: DS = TRIANGULATION STATION DISK
 SS0829_SETTING: 66 = SET IN ROCK OUTCROP
 SS0829_SP_SET: OUTCROP
 SS0829_STAMPING: A 10 I 1961
 SS0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0829+STABILITY: POSITION/ELEVATION WELL
 SS0829
 SS0829  HISTORY     - Date     Condition        Report By
 SS0829  HISTORY     - 1961     MONUMENTED       CGS
 SS0829
 SS0829                          STATION DESCRIPTION
 SS0829
 SS0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0829'8.55 MI SW FROM BELT.
 SS0829'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0829'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0829'1.4 MILES WEST ALONG A COUNTY ROAD, THENCE 0.15 MILE NORTHWEST ACROSS
 SS0829'COUNTY, 0.15 MILE NORTHWEST OF A GATE IN FENCE LINE, IN THE TOP OF A 1
 SS0829'BY 1-FOOT OUTCROP WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 36 FEET
 SS0829'NORTH-NORTHWEST OF REFERENCE MARK A 10 I R.M. 1, 40 FEET NORTHEAST OF
 SS0829'REFERENCE MARK A 10 I R.M. 2, 4.0 FEET NORTH OF A WITNESS POST, AND
 SS0829'ABOUT 0.4 FOOT HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0830 ***********************************************************************
 SS0830  DESIGNATION -  A 10 I RM 1
 SS0830  PID         -  SS0830
 SS0830  STATE/COUNTY-  MT/CASCADE
 SS0830  USGS QUAD   -  MAHONEY HILL (1965)
 SS0830
 SS0830                         *CURRENT SURVEY CONTROL
 SS0830  ___________________________________________________________________
 SS0830* NAD 83(1986)-  47 18 24.     (N)    111 01 09.     (W)     SCALED    
 SS0830* NAVD 88     -      1319.563  (meters)    4329.27   (feet)  ADJUSTED  
 SS0830  ___________________________________________________________________
 SS0830  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SS0830  DYNAMIC HT  -        1319.399 (meters)    4328.73  (feet)  COMP
 SS0830  MODELED GRAV-     980,442.3   (mgal)                       NAVD 88
 SS0830
 SS0830  VERT ORDER  -  SECOND    CLASS 0
 SS0830
 SS0830.The horizontal coordinates were scaled from a topographic map and have
 SS0830.an estimated accuracy of +/- 6 seconds.
 SS0830
 SS0830.The orthometric height was determined by differential leveling
 SS0830.and adjusted by the National Geodetic Survey in June 1991..
 SS0830
 SS0830.The geoid height was determined by GEOID03.
 SS0830
 SS0830.The dynamic height is computed by dividing the NAVD 88
 SS0830.geopotential number by the normal gravity value computed on the
 SS0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0830.degrees latitude (g = 980.6199 gals.).
 SS0830
 SS0830.The modeled gravity was interpolated from observed gravity values.
 SS0830
 SS0830;                    North         East    Units  Estimated Accuracy
 SS0830;SPC MT       -   340,760.      485,200.      MT  (+/- 180 meters Scaled)
 SS0830
 SS0830                          SUPERSEDED SURVEY CONTROL
 SS0830
 SS0830  NGVD 29 (??/??/92) 1318.605  (m)         4326.12   (f) ADJ UNCH    2 0
 SS0830
 SS0830.Superseded values are not recommended for survey control.
 SS0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0830.See file dsdata.txt to determine how the superseded data were derived.
 SS0830
 SS0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT985392(NAD 83)
 SS0830_MARKER: DR = REFERENCE MARK DISK
 SS0830_SETTING: 66 = SET IN ROCK OUTCROP
 SS0830_SP_SET: OUTCROP
 SS0830_STAMPING: A 10 I NO. 1 1961
 SS0830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0830+STABILITY: POSITION/ELEVATION WELL
 SS0830
 SS0830  HISTORY     - Date     Condition        Report By
 SS0830  HISTORY     - 1961     MONUMENTED       CGS
 SS0830
 SS0830                          STATION DESCRIPTION
 SS0830
 SS0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0830'8.55 MI SW FROM BELT.
 SS0830'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0830'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0830'1.4 MILES WEST ALONG A COUNTY ROAD, THENCE 0.15 MILE NORTHWEST ACROSS
 SS0830'COUNTRY, 0.15 MILE NORTHWEST OF A GATE IN FENCE LINE, SET IN THE TOP
 SS0830'OF A 1 BY 2 1/2 FOOT OUTCROP WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 SS0830'36 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION A 10 I, 32 FEET
 SS0830'SOUTH-SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0828 ***********************************************************************
 SS0828  DESIGNATION -  A 10 I RM 2
 SS0828  PID         -  SS0828
 SS0828  STATE/COUNTY-  MT/CASCADE
 SS0828  USGS QUAD   -  MAHONEY HILL (1965)
 SS0828
 SS0828                         *CURRENT SURVEY CONTROL
 SS0828  ___________________________________________________________________
 SS0828* NAD 83(1986)-  47 18 24.     (N)    111 01 09.     (W)     SCALED    
 SS0828* NAVD 88     -      1318.547  (meters)    4325.93   (feet)  ADJUSTED  
 SS0828  ___________________________________________________________________
 SS0828  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SS0828  DYNAMIC HT  -        1318.384 (meters)    4325.40  (feet)  COMP
 SS0828  MODELED GRAV-     980,442.3   (mgal)                       NAVD 88
 SS0828
 SS0828  VERT ORDER  -  SECOND    CLASS 0
 SS0828
 SS0828.The horizontal coordinates were scaled from a topographic map and have
 SS0828.an estimated accuracy of +/- 6 seconds.
 SS0828
 SS0828.The orthometric height was determined by differential leveling
 SS0828.and adjusted by the National Geodetic Survey in June 1991..
 SS0828
 SS0828.The geoid height was determined by GEOID03.
 SS0828
 SS0828.The dynamic height is computed by dividing the NAVD 88
 SS0828.geopotential number by the normal gravity value computed on the
 SS0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0828.degrees latitude (g = 980.6199 gals.).
 SS0828
 SS0828.The modeled gravity was interpolated from observed gravity values.
 SS0828
 SS0828;                    North         East    Units  Estimated Accuracy
 SS0828;SPC MT       -   340,760.      485,200.      MT  (+/- 180 meters Scaled)
 SS0828
 SS0828                          SUPERSEDED SURVEY CONTROL
 SS0828
 SS0828  NGVD 29 (??/??/92) 1317.589  (m)         4322.79   (f) ADJ UNCH    2 0
 SS0828
 SS0828.Superseded values are not recommended for survey control.
 SS0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0828.See file dsdata.txt to determine how the superseded data were derived.
 SS0828
 SS0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT985392(NAD 83)
 SS0828_MARKER: DR = REFERENCE MARK DISK
 SS0828_SETTING: 66 = SET IN ROCK OUTCROP
 SS0828_SP_SET: OUTCROP
 SS0828_STAMPING: A 10 I NO. 2 1961
 SS0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0828+STABILITY: POSITION/ELEVATION WELL
 SS0828
 SS0828  HISTORY     - Date     Condition        Report By
 SS0828  HISTORY     - 1961     MONUMENTED       CGS
 SS0828
 SS0828                          STATION DESCRIPTION
 SS0828
 SS0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0828'8.55 MI SW FROM BELT.
 SS0828'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0828'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0828'1.4 MILES WEST ALONG A COUNTY ROAD, THENCE 0.15 MILE NORTHWEST ACROSS
 SS0828'COUNTRY, 0.15 MILE NORTHWEST OF A GATE IN FENCE LINE, 40 FEET
 SS0828'SOUTHWEST OF TRIANGULATION STATION A 10 I, IN THE TOP OF A 2 1/2 BY 3
 SS0828'FOOT OUTCROP WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 38 FEET
 SS0828'SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0832 ***********************************************************************
 SS0832  DESIGNATION -  A 10 J
 SS0832  PID         -  SS0832
 SS0832  STATE/COUNTY-  MT/CASCADE
 SS0832  USGS QUAD   -  MAHONEY HILL (1965)
 SS0832
 SS0832                         *CURRENT SURVEY CONTROL
 SS0832  ___________________________________________________________________
 SS0832* NAD 83(1986)-  47 18 09.     (N)    111 01 06.     (W)     SCALED    
 SS0832* NAVD 88     -      1318.472  (meters)    4325.69   (feet)  ADJUSTED  
 SS0832  ___________________________________________________________________
 SS0832  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 SS0832  DYNAMIC HT  -        1318.306 (meters)    4325.14  (feet)  COMP
 SS0832  MODELED GRAV-     980,440.4   (mgal)                       NAVD 88
 SS0832
 SS0832  VERT ORDER  -  SECOND    CLASS 0
 SS0832
 SS0832.The horizontal coordinates were scaled from a topographic map and have
 SS0832.an estimated accuracy of +/- 6 seconds.
 SS0832
 SS0832.The orthometric height was determined by differential leveling
 SS0832.and adjusted by the National Geodetic Survey in June 1991..
 SS0832
 SS0832.The geoid height was determined by GEOID03.
 SS0832
 SS0832.The dynamic height is computed by dividing the NAVD 88
 SS0832.geopotential number by the normal gravity value computed on the
 SS0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0832.degrees latitude (g = 980.6199 gals.).
 SS0832
 SS0832.The modeled gravity was interpolated from observed gravity values.
 SS0832
 SS0832;                    North         East    Units  Estimated Accuracy
 SS0832;SPC MT       -   340,300.      485,250.      MT  (+/- 180 meters Scaled)
 SS0832
 SS0832                          SUPERSEDED SURVEY CONTROL
 SS0832
 SS0832  NGVD 29 (??/??/92) 1317.513  (m)         4322.54   (f) ADJ UNCH    2 0
 SS0832
 SS0832.Superseded values are not recommended for survey control.
 SS0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0832.See file dsdata.txt to determine how the superseded data were derived.
 SS0832
 SS0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT986387(NAD 83)
 SS0832_MARKER: DS = TRIANGULATION STATION DISK
 SS0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0832_STAMPING: A 10 J 1961
 SS0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0832+STABILITY: SURFACE MOTION
 SS0832
 SS0832  HISTORY     - Date     Condition        Report By
 SS0832  HISTORY     - 1961     MONUMENTED       CGS
 SS0832
 SS0832                          STATION DESCRIPTION
 SS0832
 SS0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0832'8.6 MI SW FROM BELT.
 SS0832'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0832'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0832'1.4 MILES WEST ALONG A COUNTY ROAD, THENCE 0.2 MILE SOUTH-SOUTHWEST
 SS0832'ACROSS COUNTY, 0.2 MILE SOUTH-SOUTHWEST OF A GATE IN FENCE LINE, 34
 SS0832'1/2 FEET SOUTHWEST OF REFERENCE MARK A 10 J R.M. 1, 35 FEET EAST OF
 SS0832'REFERENCE MARK A 10 J R.M. 2, 3 FEET NORTH-NORTHEAST OF A WITNESS
 SS0832'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 SS0832'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0833 ***********************************************************************
 SS0833  DESIGNATION -  A 10 J RM 1
 SS0833  PID         -  SS0833
 SS0833  STATE/COUNTY-  MT/CASCADE
 SS0833  USGS QUAD   -  MAHONEY HILL (1965)
 SS0833
 SS0833                         *CURRENT SURVEY CONTROL
 SS0833  ___________________________________________________________________
 SS0833* NAD 83(1986)-  47 18 09.     (N)    111 01 06.     (W)     SCALED    
 SS0833* NAVD 88     -      1318.615  (meters)    4326.16   (feet)  ADJUSTED  
 SS0833  ___________________________________________________________________
 SS0833  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 SS0833  DYNAMIC HT  -        1318.449 (meters)    4325.61  (feet)  COMP
 SS0833  MODELED GRAV-     980,440.4   (mgal)                       NAVD 88
 SS0833
 SS0833  VERT ORDER  -  SECOND    CLASS 0
 SS0833
 SS0833.The horizontal coordinates were scaled from a topographic map and have
 SS0833.an estimated accuracy of +/- 6 seconds.
 SS0833
 SS0833.The orthometric height was determined by differential leveling
 SS0833.and adjusted by the National Geodetic Survey in June 1991..
 SS0833
 SS0833.The geoid height was determined by GEOID03.
 SS0833
 SS0833.The dynamic height is computed by dividing the NAVD 88
 SS0833.geopotential number by the normal gravity value computed on the
 SS0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0833.degrees latitude (g = 980.6199 gals.).
 SS0833
 SS0833.The modeled gravity was interpolated from observed gravity values.
 SS0833
 SS0833;                    North         East    Units  Estimated Accuracy
 SS0833;SPC MT       -   340,300.      485,250.      MT  (+/- 180 meters Scaled)
 SS0833
 SS0833                          SUPERSEDED SURVEY CONTROL
 SS0833
 SS0833  NGVD 29 (??/??/92) 1317.656  (m)         4323.01   (f) ADJ UNCH    2 0
 SS0833
 SS0833.Superseded values are not recommended for survey control.
 SS0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0833.See file dsdata.txt to determine how the superseded data were derived.
 SS0833
 SS0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT986387(NAD 83)
 SS0833_MARKER: DR = REFERENCE MARK DISK
 SS0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0833_STAMPING: A 10 J NO. 1 1961
 SS0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0833+STABILITY: SURFACE MOTION
 SS0833
 SS0833  HISTORY     - Date     Condition        Report By
 SS0833  HISTORY     - 1961     MONUMENTED       CGS
 SS0833
 SS0833                          STATION DESCRIPTION
 SS0833
 SS0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0833'8.6 MI SW FROM BELT.
 SS0833'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0833'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0833'1.4 MILES WEST ALONG A COUNTY ROAD, THENCE 0.2 MILE SOUTH-SOUTHWEST
 SS0833'ACROSS COUNTRY, 0.2 MILE SOUTH-SOUTHWEST OF A GATE IN FENCE LINE, 34
 SS0833'1/2 FEET NORTHEAST OF TRIANGULATION STATION A 10 J, 38 FEET NORTHEAST
 SS0833'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE STATION, AND SET IN
 SS0833'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0831 ***********************************************************************
 SS0831  DESIGNATION -  A 10 J RM 2
 SS0831  PID         -  SS0831
 SS0831  STATE/COUNTY-  MT/CASCADE
 SS0831  USGS QUAD   -  MAHONEY HILL (1965)
 SS0831
 SS0831                         *CURRENT SURVEY CONTROL
 SS0831  ___________________________________________________________________
 SS0831* NAD 83(1986)-  47 18 09.     (N)    111 01 06.     (W)     SCALED    
 SS0831* NAVD 88     -      1317.548  (meters)    4322.66   (feet)  ADJUSTED  
 SS0831  ___________________________________________________________________
 SS0831  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 SS0831  DYNAMIC HT  -        1317.382 (meters)    4322.11  (feet)  COMP
 SS0831  MODELED GRAV-     980,440.4   (mgal)                       NAVD 88
 SS0831
 SS0831  VERT ORDER  -  SECOND    CLASS 0
 SS0831
 SS0831.The horizontal coordinates were scaled from a topographic map and have
 SS0831.an estimated accuracy of +/- 6 seconds.
 SS0831
 SS0831.The orthometric height was determined by differential leveling
 SS0831.and adjusted by the National Geodetic Survey in June 1991..
 SS0831
 SS0831.The geoid height was determined by GEOID03.
 SS0831
 SS0831.The dynamic height is computed by dividing the NAVD 88
 SS0831.geopotential number by the normal gravity value computed on the
 SS0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0831.degrees latitude (g = 980.6199 gals.).
 SS0831
 SS0831.The modeled gravity was interpolated from observed gravity values.
 SS0831
 SS0831;                    North         East    Units  Estimated Accuracy
 SS0831;SPC MT       -   340,300.      485,250.      MT  (+/- 180 meters Scaled)
 SS0831
 SS0831                          SUPERSEDED SURVEY CONTROL
 SS0831
 SS0831  NGVD 29 (??/??/92) 1316.589  (m)         4319.51   (f) ADJ UNCH    2 0
 SS0831
 SS0831.Superseded values are not recommended for survey control.
 SS0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0831.See file dsdata.txt to determine how the superseded data were derived.
 SS0831
 SS0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT986387(NAD 83)
 SS0831_MARKER: DR = REFERENCE MARK DISK
 SS0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0831_STAMPING: A 10 J NO. 2 1961
 SS0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0831+STABILITY: SURFACE MOTION
 SS0831
 SS0831  HISTORY     - Date     Condition        Report By
 SS0831  HISTORY     - 1961     MONUMENTED       CGS
 SS0831
 SS0831                          STATION DESCRIPTION
 SS0831
 SS0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0831'8.6 MI SW FROM BELT.
 SS0831'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0831'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0831'1.4 MILES WEST ALONG A COUNTY ROAD, THENCE 0.2 MILE SOUTH-SOUTHWEST
 SS0831'ACROSS COUNTRY, 0.2 MILE SOUTH-SOUTHWEST OF A GATE IN FENCE LINE, , 35
 SS0831'FEET WEST OF TRIANGULATION STATION A 10 J, 36 FEET WEST OF A WITNESS
 SS0831'POST, ABOUT 2 FEET LOWER THAN THE STATION, AND SET IN THE TOP OF A
 SS0831'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0412 ***********************************************************************
 ST0412  DESIGNATION -  A 100
 ST0412  PID         -  ST0412
 ST0412  STATE/COUNTY-  MT/MISSOULA
 ST0412  USGS QUAD   -  WOODWORTH (1965)
 ST0412
 ST0412                         *CURRENT SURVEY CONTROL
 ST0412  ___________________________________________________________________
 ST0412* NAD 83(1986)-  47 00 08.     (N)    113 22 16.     (W)     SCALED    
 ST0412* NAVD 88     -      1170.160  (meters)    3839.10   (feet)  ADJUSTED  
 ST0412  ___________________________________________________________________
 ST0412  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 ST0412  DYNAMIC HT  -        1169.963 (meters)    3838.45  (feet)  COMP
 ST0412  MODELED GRAV-     980,405.2   (mgal)                       NAVD 88
 ST0412
 ST0412  VERT ORDER  -  SECOND    CLASS 0
 ST0412
 ST0412.The horizontal coordinates were scaled from a topographic map and have
 ST0412.an estimated accuracy of +/- 6 seconds.
 ST0412
 ST0412.The orthometric height was determined by differential leveling
 ST0412.and adjusted by the National Geodetic Survey in June 1991..
 ST0412
 ST0412.The geoid height was determined by GEOID03.
 ST0412
 ST0412.The dynamic height is computed by dividing the NAVD 88
 ST0412.geopotential number by the normal gravity value computed on the
 ST0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0412.degrees latitude (g = 980.6199 gals.).
 ST0412
 ST0412.The modeled gravity was interpolated from observed gravity values.
 ST0412
 ST0412;                    North         East    Units  Estimated Accuracy
 ST0412;SPC MT       -   313,090.      305,890.      MT  (+/- 180 meters Scaled)
 ST0412
 ST0412                          SUPERSEDED SURVEY CONTROL
 ST0412
 ST0412  NGVD 29 (??/??/92) 1169.060  (m)         3835.49   (f) ADJ UNCH    2 0
 ST0412
 ST0412.Superseded values are not recommended for survey control.
 ST0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0412.See file dsdata.txt to determine how the superseded data were derived.
 ST0412
 ST0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT197081(NAD 83)
 ST0412_MARKER: DB = BENCH MARK DISK
 ST0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0412_STAMPING: A 100 1934
 ST0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0412+STABILITY: SURFACE MOTION
 ST0412
 ST0412  HISTORY     - Date     Condition        Report By
 ST0412  HISTORY     - 1934     MONUMENTED       CGS
 ST0412  HISTORY     - 1962     MARK NOT FOUND   USGS
 ST0412
 ST0412                          STATION DESCRIPTION
 ST0412
 ST0412'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ST0412'7.8 MI NE FROM GREENOUGH.
 ST0412'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 31 FROM GREENOUGH, AT A ROAD
 ST0412'FORK, 53 FEET NORTH OF THE CENTERLINE OF THE CHICAGO, MILWAUKEE, ST.
 ST0412'PAUL AND PACIFIC RAILROAD TRACK, AND ABOUT 35 FEET WEST OF THE
 ST0412'CENTERLINE OF THE ROAD LEADING TO SEELEY LAKE.  A STANDARD DISK,
 ST0412'STAMPED A 100 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0691 ***********************************************************************
 RX0691  DESIGNATION -  A 101
 RX0691  PID         -  RX0691
 RX0691  STATE/COUNTY-  MT/MISSOULA
 RX0691  USGS QUAD   -  SUNFLOWER MOUNTAIN (1965)
 RX0691
 RX0691                         *CURRENT SURVEY CONTROL
 RX0691  ___________________________________________________________________
 RX0691* NAD 83(1986)-  46 54 32.     (N)    113 40 58.     (W)     SCALED    
 RX0691* NAVD 88     -      1060.760  (meters)    3480.18   (feet)  ADJUSTED  
 RX0691  ___________________________________________________________________
 RX0691  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 RX0691  DYNAMIC HT  -        1060.565 (meters)    3479.54  (feet)  COMP
 RX0691  MODELED GRAV-     980,395.1   (mgal)                       NAVD 88
 RX0691
 RX0691  VERT ORDER  -  SECOND    CLASS 0
 RX0691
 RX0691.The horizontal coordinates were scaled from a topographic map and have
 RX0691.an estimated accuracy of +/- 6 seconds.
 RX0691
 RX0691.The orthometric height was determined by differential leveling
 RX0691.and adjusted by the National Geodetic Survey in June 1991..
 RX0691
 RX0691.The geoid height was determined by GEOID03.
 RX0691
 RX0691.The dynamic height is computed by dividing the NAVD 88
 RX0691.geopotential number by the normal gravity value computed on the
 RX0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0691.degrees latitude (g = 980.6199 gals.).
 RX0691
 RX0691.The modeled gravity was interpolated from observed gravity values.
 RX0691
 RX0691;                    North         East    Units  Estimated Accuracy
 RX0691;SPC MT       -   303,960.      281,680.      MT  (+/- 180 meters Scaled)
 RX0691
 RX0691                          SUPERSEDED SURVEY CONTROL
 RX0691
 RX0691  NGVD 29 (??/??/92) 1059.651  (m)         3476.54   (f) ADJ UNCH    2 0
 RX0691
 RX0691.Superseded values are not recommended for survey control.
 RX0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0691.See file dsdata.txt to determine how the superseded data were derived.
 RX0691
 RX0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS956985(NAD 83)
 RX0691_MARKER: DB = BENCH MARK DISK
 RX0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0691_STAMPING: A 101 1934
 RX0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0691+STABILITY: SURFACE MOTION
 RX0691
 RX0691  HISTORY     - Date     Condition        Report By
 RX0691  HISTORY     - 1934     MONUMENTED       CGS
 RX0691  HISTORY     - 1962     GOOD             USGS
 RX0691
 RX0691                          STATION DESCRIPTION
 RX0691
 RX0691'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX0691'4.3 MI W FROM POTOMAC.
 RX0691'4.3 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT POTOMAC,
 RX0691'MISSOULA COUNTY, 283 FEET WEST OF A BRIDGE OVER BLACKFOOT RIVER, TO A
 RX0691'T-ROAD TO MCNAMARA RAILROAD SIDING.  TURN NORTH AND GO 0.1 MILE TO THE
 RX0691'SIDING AND THE OLD HIGHWAY, TURN WEST AND CROSS THE RAILROAD AT
 RX0691'MCNAMARA SIDING ON THE OLD HIGHWAY, 0.3 MILES, AND 64 FEET NORTH OF
 RX0691'THE CENTER OF THE OLD HIGHWAY IN A SMALL CLEARING.  A STANDARD DISK,
 RX0691'STAMPED A 101 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RX0691'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0289 ***********************************************************************
 SU0289  DESIGNATION -  A 102
 SU0289  PID         -  SU0289
 SU0289  STATE/COUNTY-  MT/SANDERS
 SU0289  USGS QUAD   -  NIARADA (1964)
 SU0289
 SU0289                         *CURRENT SURVEY CONTROL
 SU0289  ___________________________________________________________________
 SU0289* NAD 83(1986)-  47 50 01.     (N)    114 36 15.     (W)     SCALED    
 SU0289* NAVD 88     -       886.699  (meters)    2909.11   (feet)  ADJUSTED  
 SU0289  ___________________________________________________________________
 SU0289  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 SU0289  DYNAMIC HT  -         886.681 (meters)    2909.05  (feet)  COMP
 SU0289  MODELED GRAV-     980,562.7   (mgal)                       NAVD 88
 SU0289
 SU0289  VERT ORDER  -  SECOND    CLASS 0
 SU0289
 SU0289.The horizontal coordinates were scaled from a topographic map and have
 SU0289.an estimated accuracy of +/- 6 seconds.
 SU0289
 SU0289.The orthometric height was determined by differential leveling
 SU0289.and adjusted by the National Geodetic Survey in June 1991..
 SU0289
 SU0289.The geoid height was determined by GEOID03.
 SU0289
 SU0289.The dynamic height is computed by dividing the NAVD 88
 SU0289.geopotential number by the normal gravity value computed on the
 SU0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0289.degrees latitude (g = 980.6199 gals.).
 SU0289
 SU0289.The modeled gravity was interpolated from observed gravity values.
 SU0289
 SU0289;                    North         East    Units  Estimated Accuracy
 SU0289;SPC MT       -   410,640.      218,340.      MT  (+/- 180 meters Scaled)
 SU0289
 SU0289                          SUPERSEDED SURVEY CONTROL
 SU0289
 SU0289  NGVD 29 (??/??/92)  885.591  (m)         2905.48   (f) ADJ UNCH    2 0
 SU0289
 SU0289.Superseded values are not recommended for survey control.
 SU0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0289.See file dsdata.txt to determine how the superseded data were derived.
 SU0289
 SU0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP792005(NAD 83)
 SU0289_MARKER: DB = BENCH MARK DISK
 SU0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0289_STAMPING: A 102 1934
 SU0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0289+STABILITY: SURFACE MOTION
 SU0289
 SU0289  HISTORY     - Date     Condition        Report By
 SU0289  HISTORY     - 1934     MONUMENTED       CGS
 SU0289  HISTORY     - 1964     GOOD             USGS
 SU0289
 SU0289                          STATION DESCRIPTION
 SU0289
 SU0289'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU0289'1.25 MI S FROM NIARADA.
 SU0289'NIARADA, 1.25 MI. S. OF.  ON THE FLATHEAD SANDERS COUNTY LINE.  NEAR
 SU0289'COR. SECS. 13, 18, 19 AND 24, T. 24 N., RS. 23 AND 24 W. 45 FT. N., 2
 SU0289'FT. W. AND 2.5 FT. HIGHER THAN RD. AT FENCE N. IN A CONCRETE POST
 SU0289'PROJECTING 0.2 FT., A STD. C AND GS TABLET STAMPED A 102 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0274 ***********************************************************************
 QX0274  DESIGNATION -  A 103
 QX0274  PID         -  QX0274
 QX0274  STATE/COUNTY-  MT/GALLATIN
 QX0274  USGS QUAD   -  GARNET MOUNTAIN (1988)
 QX0274
 QX0274                         *CURRENT SURVEY CONTROL
 QX0274  ___________________________________________________________________
 QX0274* NAD 83(1986)-  45 25 43.     (N)    111 13 57.     (W)     SCALED    
 QX0274* NAVD 88     -      1656.515  (meters)    5434.75   (feet)  ADJUSTED  
 QX0274  ___________________________________________________________________
 QX0274  GEOID HEIGHT-          -9.56  (meters)                     GEOID03
 QX0274  DYNAMIC HT  -        1655.815 (meters)    5432.45  (feet)  COMP
 QX0274  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 QX0274
 QX0274  VERT ORDER  -  FIRST     CLASS II
 QX0274
 QX0274.The horizontal coordinates were scaled from a topographic map and have
 QX0274.an estimated accuracy of +/- 6 seconds.
 QX0274
 QX0274.The orthometric height was determined by differential leveling
 QX0274.and adjusted by the National Geodetic Survey in June 1991..
 QX0274
 QX0274.The geoid height was determined by GEOID03.
 QX0274
 QX0274.The dynamic height is computed by dividing the NAVD 88
 QX0274.geopotential number by the normal gravity value computed on the
 QX0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0274.degrees latitude (g = 980.6199 gals.).
 QX0274
 QX0274.The modeled gravity was interpolated from observed gravity values.
 QX0274
 QX0274;                    North         East    Units  Estimated Accuracy
 QX0274;SPC MT       -   132,490.      464,460.      MT  (+/- 180 meters Scaled)
 QX0274
 QX0274                          SUPERSEDED SURVEY CONTROL
 QX0274
 QX0274  NGVD 29 (??/??/92) 1655.179  (m)         5430.37   (f) ADJ UNCH    1 2
 QX0274
 QX0274.Superseded values are not recommended for survey control.
 QX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0274.See file dsdata.txt to determine how the superseded data were derived.
 QX0274
 QX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR818305(NAD 83)
 QX0274_MARKER: DB = BENCH MARK DISK
 QX0274_SETTING: 80 = SET IN A BOULDER
 QX0274_SP_SET: BOULDER
 QX0274_STAMPING: A 103 1934
 QX0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0274+STABILITY: SURFACE MOTION
 QX0274
 QX0274  HISTORY     - Date     Condition        Report By
 QX0274  HISTORY     - 1934     MONUMENTED       CGS
 QX0274  HISTORY     - 1960     GOOD             NGS
 QX0274
 QX0274                          STATION DESCRIPTION
 QX0274
 QX0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0274'7.9 MI N FROM KARST RANCH.
 QX0274'ABOUT 7.9 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0274'STATION AT KARST RANCH, IN SECTION 4, T 5 S, R 4 E, 55 FEET EAST OF
 QX0274'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A BOULDER WHICH PROJECTS
 QX0274'1 FOOT ABOVE THE GROUND, IN THE SOUTH END OF A SMALL CLEARING BETWEEN
 QX0274'THE HIGHWAY AND THE GALLATIN RIVER, ACROSS THE HIGHWAY FROM A SMALL
 QX0274'CAMP GROUND, 105 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 QX0274'HIGHWAY AND A ROAD LEADING TO THE CAMP GROUND, ABOUT 2 FEET ABOVE THE
 QX0274'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0855 ***********************************************************************
 SS0855  DESIGNATION -  A 10=30 CAP
 SS0855  PID         -  SS0855
 SS0855  STATE/COUNTY-  MT/CASCADE
 SS0855  USGS QUAD   -  MID CANON (1961)
 SS0855
 SS0855                         *CURRENT SURVEY CONTROL
 SS0855  ___________________________________________________________________
 SS0855* NAD 83(1986)-  47 07 43.     (N)    111 54 38.     (W)     SCALED    
 SS0855* NAVD 88     -      1051.534  (meters)    3449.91   (feet)  ADJUSTED  
 SS0855  ___________________________________________________________________
 SS0855  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 SS0855  DYNAMIC HT  -        1051.411 (meters)    3449.50  (feet)  COMP
 SS0855  MODELED GRAV-     980,460.8   (mgal)                       NAVD 88
 SS0855
 SS0855  VERT ORDER  -  FIRST     CLASS II
 SS0855
 SS0855.The horizontal coordinates were scaled from a topographic map and have
 SS0855.an estimated accuracy of +/- 6 seconds.
 SS0855
 SS0855.The orthometric height was determined by differential leveling
 SS0855.and adjusted by the National Geodetic Survey in June 1991..
 SS0855
 SS0855.The geoid height was determined by GEOID03.
 SS0855
 SS0855.The dynamic height is computed by dividing the NAVD 88
 SS0855.geopotential number by the normal gravity value computed on the
 SS0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0855.degrees latitude (g = 980.6199 gals.).
 SS0855
 SS0855.The modeled gravity was interpolated from observed gravity values.
 SS0855
 SS0855;                    North         East    Units  Estimated Accuracy
 SS0855;SPC MT       -   322,680.      417,240.      MT  (+/- 180 meters Scaled)
 SS0855
 SS0855                          SUPERSEDED SURVEY CONTROL
 SS0855
 SS0855  NGVD 29 (??/??/92) 1050.596  (m)         3446.83   (f) ADJ UNCH    1 2
 SS0855
 SS0855.Superseded values are not recommended for survey control.
 SS0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0855.See file dsdata.txt to determine how the superseded data were derived.
 SS0855
 SS0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT309198(NAD 83)
 SS0855_MARKER: P = PIPE CAP
 SS0855_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0855_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0855
 SS0855  HISTORY     - Date     Condition        Report By
 SS0855  HISTORY     - UNK      MONUMENTED       MORC
 SS0855  HISTORY     - 1962     GOOD             NGS
 SS0855
 SS0855                          STATION DESCRIPTION
 SS0855
 SS0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0855'13.25 MI NE FROM WOLF CREEK.
 SS0855'13.25 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0855'STATION AT WOLF CREEK, 109.7 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 SS0855'MILEPOST 162, 65.6 FEET SOUTH OF THE SOUTH RAIL, 38.5 FEET SOUTH OF A
 SS0855'FENCE, ABOUT 1 FOOT LOWER THAN THE TRACK, A CAP BOLTED ON THE TOP OF A
 SS0855'5-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0593 ***********************************************************************
 SU0593  DESIGNATION -  A 104
 SU0593  PID         -  SU0593
 SU0593  STATE/COUNTY-  MT/SANDERS
 SU0593  USGS QUAD   -  NOXON RAPIDS DAM (1983)
 SU0593
 SU0593                         *CURRENT SURVEY CONTROL
 SU0593  ___________________________________________________________________
 SU0593* NAD 83(1986)-  47 58 53.     (N)    115 44 58.     (W)     SCALED    
 SU0593* NAVD 88     -       676.854  (meters)    2220.65   (feet)  ADJUSTED  
 SU0593  ___________________________________________________________________
 SU0593  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 SU0593  DYNAMIC HT  -         676.865 (meters)    2220.68  (feet)  COMP
 SU0593  MODELED GRAV-     980,607.9   (mgal)                       NAVD 88
 SU0593
 SU0593  VERT ORDER  -  FIRST     CLASS II
 SU0593
 SU0593.The horizontal coordinates were scaled from a topographic map and have
 SU0593.an estimated accuracy of +/- 6 seconds.
 SU0593
 SU0593.The orthometric height was determined by differential leveling
 SU0593.and adjusted by the National Geodetic Survey in June 1991..
 SU0593.WARNING-Repeat measurements at this control monument indicate possible
 SU0593.vertical movement.
 SU0593
 SU0593.The geoid height was determined by GEOID03.
 SU0593
 SU0593.The dynamic height is computed by dividing the NAVD 88
 SU0593.geopotential number by the normal gravity value computed on the
 SU0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0593.degrees latitude (g = 980.6199 gals.).
 SU0593
 SU0593.The modeled gravity was interpolated from observed gravity values.
 SU0593
 SU0593;                    North         East    Units  Estimated Accuracy
 SU0593;SPC MT       -   433,220.      134,180.      MT  (+/- 180 meters Scaled)
 SU0593
 SU0593                          SUPERSEDED SURVEY CONTROL
 SU0593
 SU0593  NGVD 29 (??/??/92)  675.678  (m)         2216.79   (f) ADJ UNCH    1 2
 SU0593
 SU0593.Superseded values are not recommended for survey control.
 SU0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0593.See file dsdata.txt to determine how the superseded data were derived.
 SU0593
 SU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP933149(NAD 83)
 SU0593_MARKER: DB = BENCH MARK DISK
 SU0593_SETTING: 80 = SET IN A BOULDER
 SU0593_SP_SET: BOULDER
 SU0593_STAMPING: A 104 1934
 SU0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0593+STABILITY: SURFACE MOTION
 SU0593
 SU0593  HISTORY     - Date     Condition        Report By
 SU0593  HISTORY     - 1934     MONUMENTED       CGS
 SU0593  HISTORY     - 1959     GOOD             NGS
 SU0593  HISTORY     - 1966     GOOD             USGS
 SU0593
 SU0593                          STATION DESCRIPTION
 SU0593
 SU0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0593'1.8 MI SE FROM NOXON.
 SU0593'ABOUT 1.8 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0593'ABANDONED STATION AT NOXON, 0.2 MILE NORTHWEST OF MILEPOST 68, NEAR A
 SU0593'LARGE BOULDER BEARING THE YELLOW PAINTED LETTERS USBM, NEAR THE CENTER
 SU0593'OF A LONG CURVE, IN THE TOP OF A LEDGE OF A BOULDER WHICH IS EMBEDED
 SU0593'IN A BANK, 19.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.4 FEET
 SU0593'SOUTHWEST OF A WITNESS POST, AND 7 FEET NORTHWEST OF THE NORTHWEST END
 SU0593'OF THE LARGE BOULDER BEARING THE PAINTED LETTERS. NOTE-- THE CONCRETE
 SU0593'IS CHIPPED ON ONE SIDE OF THE DISK BUT THE MARK IS STILL SOLID. NOTE--
 SU0593'NPRR DISMANTLED.  STATION AT NOXON IN RUINS.
 SU0593
 SU0593                          STATION RECOVERY (1966)
 SU0593
 SU0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0368 ***********************************************************************
 PY0368  DESIGNATION -  A 105
 PY0368  PID         -  PY0368
 PY0368  STATE/COUNTY-  MT/GALLATIN
 PY0368  USGS QUAD   -  REAS PASS (1986)
 PY0368
 PY0368                         *CURRENT SURVEY CONTROL
 PY0368  ___________________________________________________________________
 PY0368* NAD 83(1986)-  44 35 18.     (N)    111 09 58.     (W)     SCALED    
 PY0368* NAVD 88     -      2084.533  (meters)    6839.01   (feet)  POSTED    
 PY0368  ___________________________________________________________________
 PY0368  GEOID HEIGHT-          -8.92  (meters)                     GEOID03
 PY0368  DYNAMIC HT  -        2083.330 (meters)    6835.06  (feet)  COMP
 PY0368  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 PY0368
 PY0368  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0368
 PY0368.The horizontal coordinates were scaled from a topographic map and have
 PY0368.an estimated accuracy of +/- 6 seconds.
 PY0368
 PY0368.The orthometric height was determined by differential leveling
 PY0368.and adjusted by the National Geodetic Survey in 1992..
 PY0368.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0368.rate of 4.1 thru 8.0 mm/km.
 PY0368
 PY0368.The geoid height was determined by GEOID03.
 PY0368
 PY0368.The dynamic height is computed by dividing the NAVD 88
 PY0368.geopotential number by the normal gravity value computed on the
 PY0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0368.degrees latitude (g = 980.6199 gals.).
 PY0368
 PY0368.The modeled gravity was interpolated from observed gravity values.
 PY0368
 PY0368;                    North         East    Units  Estimated Accuracy
 PY0368;SPC MT       -    39,020.      467,670.      MT  (+/- 180 meters Scaled)
 PY0368
 PY0368                          SUPERSEDED SURVEY CONTROL
 PY0368
 PY0368  NGVD 29 (??/??/92) 2083.074  (m)         6834.22   (f) ADJ UNCH    1 2
 PY0368
 PY0368.Superseded values are not recommended for survey control.
 PY0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0368.See file dsdata.txt to determine how the superseded data were derived.
 PY0368
 PY0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ868372(NAD 83)
 PY0368_MARKER: DB = BENCH MARK DISK
 PY0368_SETTING: 66 = SET IN ROCK OUTCROP
 PY0368_SP_SET: ROCK LEDGE
 PY0368_STAMPING: A 105 1960
 PY0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0368+STABILITY: POSITION/ELEVATION WELL
 PY0368
 PY0368  HISTORY     - Date     Condition        Report By
 PY0368  HISTORY     - 1960     MONUMENTED       CGS
 PY0368
 PY0368                          STATION DESCRIPTION
 PY0368
 PY0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0368'7.9 MI SW FROM WEST YELLOWSTONE.
 PY0368'7.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0368'AT WEST YELLOWSTONE, 108 FEET EAST AND ACROSS THE TRACK FROM THE
 PY0368'TWELFTH POLE NORTH OF MILEPOLE 99, IN TOP OF A ROCK LEDGE PROJECTING
 PY0368'OUT FROM THE NORTH SLOPE OF THE NORTH ONE OF TWO SMALL GULCHES, 47.9
 PY0368'FEET EAST OF THE EAST RAIL, AND ABOUT 4 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0426 ***********************************************************************
 SS0426  DESIGNATION -  A 11 G
 SS0426  PID         -  SS0426
 SS0426  STATE/COUNTY-  MT/CASCADE
 SS0426  USGS QUAD   -  BELT (1982)
 SS0426
 SS0426                         *CURRENT SURVEY CONTROL
 SS0426  ___________________________________________________________________
 SS0426* NAD 83(1986)-  47 23 33.     (N)    110 54 30.     (W)     SCALED    
 SS0426* NAVD 88     -      1168.330  (meters)    3833.10   (feet)  ADJUSTED  
 SS0426  ___________________________________________________________________
 SS0426  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SS0426  DYNAMIC HT  -        1168.234 (meters)    3832.78  (feet)  COMP
 SS0426  MODELED GRAV-     980,489.6   (mgal)                       NAVD 88
 SS0426
 SS0426  VERT ORDER  -  SECOND    CLASS 0
 SS0426
 SS0426.The horizontal coordinates were scaled from a topographic map and have
 SS0426.an estimated accuracy of +/- 6 seconds.
 SS0426
 SS0426.The orthometric height was determined by differential leveling
 SS0426.and adjusted by the National Geodetic Survey in June 1991..
 SS0426
 SS0426.The geoid height was determined by GEOID03.
 SS0426
 SS0426.The dynamic height is computed by dividing the NAVD 88
 SS0426.geopotential number by the normal gravity value computed on the
 SS0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0426.degrees latitude (g = 980.6199 gals.).
 SS0426
 SS0426.The modeled gravity was interpolated from observed gravity values.
 SS0426
 SS0426;                    North         East    Units  Estimated Accuracy
 SS0426;SPC MT       -   350,140.      493,740.      MT  (+/- 180 meters Scaled)
 SS0426
 SS0426                          SUPERSEDED SURVEY CONTROL
 SS0426
 SS0426  NGVD 29 (??/??/92) 1167.415  (m)         3830.09   (f) ADJ UNCH    2 0
 SS0426
 SS0426.Superseded values are not recommended for survey control.
 SS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0426.See file dsdata.txt to determine how the superseded data were derived.
 SS0426
 SS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT069487(NAD 83)
 SS0426_MARKER: DS = TRIANGULATION STATION DISK
 SS0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0426_STAMPING: A-11-G 1961
 SS0426_PROJECTION: PROJECTING 3 CENTIMETERS
 SS0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0426+STABILITY: SURFACE MOTION
 SS0426
 SS0426  HISTORY     - Date     Condition        Report By
 SS0426  HISTORY     - 1961     MONUMENTED       CGS
 SS0426  HISTORY     - 1980     GOOD             NGS
 SS0426  HISTORY     - 1980     GOOD             NGS
 SS0426
 SS0426                          STATION DESCRIPTION
 SS0426
 SS0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0426'1.55 MI NE FROM BELT.
 SS0426'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0426'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0426'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.75 MILE NORTHEAST ALONG
 SS0426'A GRAVELED ROAD, IN SECTION 24, T 19 N, R 6 E, AT THE SOUTHEAST EDGE
 SS0426'OF A FIELD AND AT THE CREST OF A RIDGE, 266 FEET NORTHWEST OF THE
 SS0426'CENTER LINE OF THE GRAVELED ROAD, 3.5 FEET SOUTHEAST OF A METAL
 SS0426'WITNESS POST, ABOUT 50 FEET ABOVE THE LEVEL OF THE GRAVELED ROAD, AND
 SS0426'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 SS0426
 SS0426                          STATION RECOVERY (1980)
 SS0426
 SS0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0426'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0426'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVLED ROAD, THENCE 1.2
 SS0426'KM (0.75 MI) EAST ALONG A GRAVEL ROAD, ON THE HIGHEST POINT OF A
 SS0426'KNOLL, AT THE EAST EDGE OF A CULTIVATED FIELD, 81.1 METERS (266 FT)
 SS0426'NORTHWEST OF THE ROAD CENTER AND 10.1 METERS (33.2 FT) NORTHEAST OF
 SS0426'REFERENCE MARK 2.  NOTE=NOT LEVELED TO THIS SURVEY.
 SS0426'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 SS0426'THE MARK IS 20.0 M ABOVE THE ROAD.
 SS0426
 SS0426                          STATION RECOVERY (1980)
 SS0426
 SS0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0425 ***********************************************************************
 SS0425  DESIGNATION -  A 11 G RM 2
 SS0425  PID         -  SS0425
 SS0425  STATE/COUNTY-  MT/CASCADE
 SS0425  USGS QUAD   -  BELT (1982)
 SS0425
 SS0425                         *CURRENT SURVEY CONTROL
 SS0425  ___________________________________________________________________
 SS0425* NAD 83(1986)-  47 23 32.     (N)    110 54 31.     (W)     SCALED    
 SS0425* NAVD 88     -      1167.633  (meters)    3830.81   (feet)  ADJUSTED  
 SS0425  ___________________________________________________________________
 SS0425  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SS0425  DYNAMIC HT  -        1167.536 (meters)    3830.49  (feet)  COMP
 SS0425  MODELED GRAV-     980,489.5   (mgal)                       NAVD 88
 SS0425
 SS0425  VERT ORDER  -  SECOND    CLASS 0
 SS0425
 SS0425.The horizontal coordinates were scaled from a topographic map and have
 SS0425.an estimated accuracy of +/- 6 seconds.
 SS0425
 SS0425.The orthometric height was determined by differential leveling
 SS0425.and adjusted by the National Geodetic Survey in June 1991..
 SS0425
 SS0425.The geoid height was determined by GEOID03.
 SS0425
 SS0425.The dynamic height is computed by dividing the NAVD 88
 SS0425.geopotential number by the normal gravity value computed on the
 SS0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0425.degrees latitude (g = 980.6199 gals.).
 SS0425
 SS0425.The modeled gravity was interpolated from observed gravity values.
 SS0425
 SS0425;                    North         East    Units  Estimated Accuracy
 SS0425;SPC MT       -   350,110.      493,720.      MT  (+/- 180 meters Scaled)
 SS0425
 SS0425                          SUPERSEDED SURVEY CONTROL
 SS0425
 SS0425  NGVD 29 (??/??/92) 1166.718  (m)         3827.81   (f) ADJ UNCH    2 0
 SS0425
 SS0425.Superseded values are not recommended for survey control.
 SS0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0425.See file dsdata.txt to determine how the superseded data were derived.
 SS0425
 SS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT068487(NAD 83)
 SS0425_MARKER: DR = REFERENCE MARK DISK
 SS0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0425_STAMPING: A-11-G NO 2 1961
 SS0425_PROJECTION: FLUSH
 SS0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0425+STABILITY: SURFACE MOTION
 SS0425
 SS0425  HISTORY     - Date     Condition        Report By
 SS0425  HISTORY     - 1961     MONUMENTED       CGS
 SS0425  HISTORY     - 1980     GOOD             NGS
 SS0425  HISTORY     - 1980     GOOD             NGS
 SS0425
 SS0425                          STATION DESCRIPTION
 SS0425
 SS0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0425'1.55 MI NE FROM BELT.
 SS0425'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0425'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0425'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.75 MILE NORTHEAST ALONG
 SS0425'A GRAVELED ROAD, IN SECTION 24, T 19 N, R 6 E, AT THE SOUTHEAST EDGE
 SS0425'OF A FIELD AND AT THE CREST OF A RIDGE, 266 FEET NORTHWEST OF THE
 SS0425'CENTER LINE OF THE GRAVELED ROAD, 33.2 FEET SOUTHWEST OF A-11-G 1961,
 SS0425'ABOUT 50 FEET ABOVE THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP
 SS0425'OF A CONCRETE POST PROJECTING 8 INCHES.
 SS0425
 SS0425                          STATION RECOVERY (1980)
 SS0425
 SS0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0425'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0425'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVEL ROAD THENCE 1.2 KM
 SS0425'(0.75 MI) EAST ALONG A GRAVEL ROAD, ON THE HIGHEST POINT OF A KNOLL,
 SS0425'IN A FIELD, 81.1 METERS (266 FT) NORTHWEST OF THE ROAD CENTER,
 SS0425'AND 10.1 METERS (33.2 FT) SOUTHWEST OF THE TRIANGULATION STATION.
 SS0425'NOTE=NOT LEVELED TO THIS SURVEY.
 SS0425'THE MARK IS 34.0 METERS  SW FROM A WITNESS POST.
 SS0425'THE MARK IS 20.0 M ABOVE THE ROAD.
 SS0425
 SS0425                          STATION RECOVERY (1980)
 SS0425
 SS0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0422 ***********************************************************************
 SS0422  DESIGNATION -  A 11 H
 SS0422  PID         -  SS0422
 SS0422  STATE/COUNTY-  MT/CASCADE
 SS0422  USGS QUAD   -  BELT (1982)
 SS0422
 SS0422                         *CURRENT SURVEY CONTROL
 SS0422  ___________________________________________________________________
 SS0422* NAD 83(1986)-  47 23 29.     (N)    110 55 06.     (W)     SCALED    
 SS0422* NAVD 88     -      1161.294  (meters)    3810.01   (feet)  ADJUSTED  
 SS0422  ___________________________________________________________________
 SS0422  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SS0422  DYNAMIC HT  -        1161.195 (meters)    3809.69  (feet)  COMP
 SS0422  MODELED GRAV-     980,487.4   (mgal)                       NAVD 88
 SS0422
 SS0422  VERT ORDER  -  SECOND    CLASS 0
 SS0422
 SS0422.The horizontal coordinates were scaled from a topographic map and have
 SS0422.an estimated accuracy of +/- 6 seconds.
 SS0422
 SS0422.The orthometric height was determined by differential leveling
 SS0422.and adjusted by the National Geodetic Survey in June 1991..
 SS0422
 SS0422.The geoid height was determined by GEOID03.
 SS0422
 SS0422.The dynamic height is computed by dividing the NAVD 88
 SS0422.geopotential number by the normal gravity value computed on the
 SS0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0422.degrees latitude (g = 980.6199 gals.).
 SS0422
 SS0422.The modeled gravity was interpolated from observed gravity values.
 SS0422
 SS0422;                    North         East    Units  Estimated Accuracy
 SS0422;SPC MT       -   350,030.      492,990.      MT  (+/- 180 meters Scaled)
 SS0422
 SS0422                          SUPERSEDED SURVEY CONTROL
 SS0422
 SS0422  NGVD 29 (??/??/92) 1160.376  (m)         3807.00   (f) ADJ UNCH    2 0
 SS0422
 SS0422.Superseded values are not recommended for survey control.
 SS0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0422.See file dsdata.txt to determine how the superseded data were derived.
 SS0422
 SS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT061486(NAD 83)
 SS0422_MARKER: DS = TRIANGULATION STATION DISK
 SS0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0422_STAMPING: A-11-H 1961
 SS0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0422+STABILITY: SURFACE MOTION
 SS0422
 SS0422  HISTORY     - Date     Condition        Report By
 SS0422  HISTORY     - 1961     MONUMENTED       CGS
 SS0422
 SS0422                          STATION DESCRIPTION
 SS0422
 SS0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0422'1.45 MI NE FROM BELT.
 SS0422'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0422'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0422'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE NORTHEAST ALONG
 SS0422'A GRAVELED ROAD, THENCE 0.1 MILE NORTHWEST ALONG A FENCE, THENCE 0.1
 SS0422'MILE SOUTHWEST ACROSS A PASTURE, IN SECTION 24, T 19 N, R 6 E, 54 FEET
 SS0422'EAST OF THE EDGE OF A LARGE BLUFF, 3.3 FEET WEST OF A METAL WITNESS
 SS0422'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0423 ***********************************************************************
 SS0423  DESIGNATION -  A 11 H RM 1
 SS0423  PID         -  SS0423
 SS0423  STATE/COUNTY-  MT/CASCADE
 SS0423  USGS QUAD   -  BELT (1982)
 SS0423
 SS0423                         *CURRENT SURVEY CONTROL
 SS0423  ___________________________________________________________________
 SS0423* NAD 83(1986)-  47 23 29.     (N)    110 55 06.     (W)     SCALED    
 SS0423* NAVD 88     -      1161.225  (meters)    3809.79   (feet)  ADJUSTED  
 SS0423  ___________________________________________________________________
 SS0423  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SS0423  DYNAMIC HT  -        1161.127 (meters)    3809.46  (feet)  COMP
 SS0423  MODELED GRAV-     980,487.4   (mgal)                       NAVD 88
 SS0423
 SS0423  VERT ORDER  -  SECOND    CLASS 0
 SS0423
 SS0423.The horizontal coordinates were scaled from a topographic map and have
 SS0423.an estimated accuracy of +/- 6 seconds.
 SS0423
 SS0423.The orthometric height was determined by differential leveling
 SS0423.and adjusted by the National Geodetic Survey in June 1991..
 SS0423
 SS0423.The geoid height was determined by GEOID03.
 SS0423
 SS0423.The dynamic height is computed by dividing the NAVD 88
 SS0423.geopotential number by the normal gravity value computed on the
 SS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0423.degrees latitude (g = 980.6199 gals.).
 SS0423
 SS0423.The modeled gravity was interpolated from observed gravity values.
 SS0423
 SS0423;                    North         East    Units  Estimated Accuracy
 SS0423;SPC MT       -   350,030.      492,990.      MT  (+/- 180 meters Scaled)
 SS0423
 SS0423                          SUPERSEDED SURVEY CONTROL
 SS0423
 SS0423  NGVD 29 (??/??/92) 1160.308  (m)         3806.78   (f) ADJ UNCH    2 0
 SS0423
 SS0423.Superseded values are not recommended for survey control.
 SS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0423.See file dsdata.txt to determine how the superseded data were derived.
 SS0423
 SS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT061486(NAD 83)
 SS0423_MARKER: DR = REFERENCE MARK DISK
 SS0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0423_STAMPING: A-11-H NO 1 1961
 SS0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0423+STABILITY: SURFACE MOTION
 SS0423
 SS0423  HISTORY     - Date     Condition        Report By
 SS0423  HISTORY     - 1961     MONUMENTED       CGS
 SS0423
 SS0423                          STATION DESCRIPTION
 SS0423
 SS0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0423'1.45 MI NE FROM BELT.
 SS0423'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0423'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0423'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE NORTHEAST ALONG
 SS0423'A GRAVELED ROAD, THENCE 0.1 MILE NORTHWEST ALONG A FENCE, THENCE 0.1
 SS0423'MILE SOUTHWEST ACROSS A PASTURE, IN SECTION 24, T 19 N, R 6 E, 53 FEET
 SS0423'SOUTHEAST OF THE RIM OF A BLUFF, 39.4 FEET NORTHEAST OF A-11-H 1961,
 SS0423'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0424 ***********************************************************************
 SS0424  DESIGNATION -  A 11 H RM 2
 SS0424  PID         -  SS0424
 SS0424  STATE/COUNTY-  MT/CASCADE
 SS0424  USGS QUAD   -  BELT (1982)
 SS0424
 SS0424                         *CURRENT SURVEY CONTROL
 SS0424  ___________________________________________________________________
 SS0424* NAD 83(1986)-  47 23 29.     (N)    110 55 06.     (W)     SCALED    
 SS0424* NAVD 88     -      1160.943  (meters)    3808.86   (feet)  ADJUSTED  
 SS0424  ___________________________________________________________________
 SS0424  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SS0424  DYNAMIC HT  -        1160.844 (meters)    3808.54  (feet)  COMP
 SS0424  MODELED GRAV-     980,487.4   (mgal)                       NAVD 88
 SS0424
 SS0424  VERT ORDER  -  SECOND    CLASS 0
 SS0424
 SS0424.The horizontal coordinates were scaled from a topographic map and have
 SS0424.an estimated accuracy of +/- 6 seconds.
 SS0424
 SS0424.The orthometric height was determined by differential leveling
 SS0424.and adjusted by the National Geodetic Survey in June 1991..
 SS0424
 SS0424.The geoid height was determined by GEOID03.
 SS0424
 SS0424.The dynamic height is computed by dividing the NAVD 88
 SS0424.geopotential number by the normal gravity value computed on the
 SS0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0424.degrees latitude (g = 980.6199 gals.).
 SS0424
 SS0424.The modeled gravity was interpolated from observed gravity values.
 SS0424
 SS0424;                    North         East    Units  Estimated Accuracy
 SS0424;SPC MT       -   350,030.      492,990.      MT  (+/- 180 meters Scaled)
 SS0424
 SS0424                          SUPERSEDED SURVEY CONTROL
 SS0424
 SS0424  NGVD 29 (??/??/92) 1160.025  (m)         3805.85   (f) ADJ UNCH    2 0
 SS0424
 SS0424.Superseded values are not recommended for survey control.
 SS0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0424.See file dsdata.txt to determine how the superseded data were derived.
 SS0424
 SS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT061486(NAD 83)
 SS0424_MARKER: DR = REFERENCE MARK DISK
 SS0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0424_STAMPING: A-11-H NO 2 1961
 SS0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0424+STABILITY: SURFACE MOTION
 SS0424
 SS0424  HISTORY     - Date     Condition        Report By
 SS0424  HISTORY     - 1961     MONUMENTED       CGS
 SS0424
 SS0424                          STATION DESCRIPTION
 SS0424
 SS0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0424'1.45 MI NE FROM BELT.
 SS0424'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0424'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG U. S. HIGHWAY 87, THENCE 0.2
 SS0424'MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE NORTHEAST ALONG A
 SS0424'GRAVELED ROAD, THENCE 0.1 MILE NORTHWEST ALONG A FENCE, THENCE 0.1
 SS0424'MILE SOUTHWEST ACROSS A PASTURE, IN SECTION 24, T 19 N, R 6 E, 51 FEET
 SS0424'NORTHEAST OF THE RIM OF A BLUFF, 38.5 FEET SOUTH-SOUTHEAST OF A-11-H
 SS0424'1961, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0606 ***********************************************************************
 SS0606  DESIGNATION -  A 110
 SS0606  PID         -  SS0606
 SS0606  STATE/COUNTY-  MT/CASCADE
 SS0606  USGS QUAD   -  NORTHEAST GREAT FALL (1994)
 SS0606
 SS0606                         *CURRENT SURVEY CONTROL
 SS0606  ___________________________________________________________________
 SS0606* NAD 83(1986)-  47 31 41.     (N)    111 14 07.     (W)     SCALED    
 SS0606* NAVD 88     -      1015.281  (meters)    3330.97   (feet)  ADJUSTED  
 SS0606  ___________________________________________________________________
 SS0606  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SS0606  DYNAMIC HT  -        1015.219 (meters)    3330.76  (feet)  COMP
 SS0606  MODELED GRAV-     980,517.1   (mgal)                       NAVD 88
 SS0606
 SS0606  VERT ORDER  -  SECOND    CLASS 0
 SS0606
 SS0606.The horizontal coordinates were scaled from a topographic map and have
 SS0606.an estimated accuracy of +/- 6 seconds.
 SS0606
 SS0606.The orthometric height was determined by differential leveling
 SS0606.and adjusted by the National Geodetic Survey in June 1991..
 SS0606
 SS0606.The geoid height was determined by GEOID03.
 SS0606
 SS0606.The dynamic height is computed by dividing the NAVD 88
 SS0606.geopotential number by the normal gravity value computed on the
 SS0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0606.degrees latitude (g = 980.6199 gals.).
 SS0606
 SS0606.The modeled gravity was interpolated from observed gravity values.
 SS0606
 SS0606;                    North         East    Units  Estimated Accuracy
 SS0606;SPC MT       -   365,700.      469,410.      MT  (+/- 180 meters Scaled)
 SS0606
 SS0606                          SUPERSEDED SURVEY CONTROL
 SS0606
 SS0606  NGVD 29 (??/??/92) 1014.377  (m)         3328.00   (f) ADJ UNCH    2 0
 SS0606
 SS0606.Superseded values are not recommended for survey control.
 SS0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0606.See file dsdata.txt to determine how the superseded data were derived.
 SS0606
 SS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT822638(NAD 83)
 SS0606_MARKER: DB = BENCH MARK DISK
 SS0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0606_STAMPING: A 110 1934
 SS0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0606+STABILITY: SURFACE MOTION
 SS0606
 SS0606  HISTORY     - Date     Condition        Report By
 SS0606  HISTORY     - 1934     MONUMENTED       CGS
 SS0606
 SS0606                          STATION DESCRIPTION
 SS0606
 SS0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0606'4.1 MI E FROM GREAT FALLS.
 SS0606'4.1 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM GREAT FALLS, AT
 SS0606'MILEPOST 115, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 10
 SS0606'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 110
 SS0606'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0012 ***********************************************************************
 ST0012  DESIGNATION -  A 111
 ST0012  PID         -  ST0012
 ST0012  STATE/COUNTY-  MT/TETON
 ST0012  USGS QUAD   -  GILMAN (1987)
 ST0012
 ST0012                         *CURRENT SURVEY CONTROL
 ST0012  ___________________________________________________________________
 ST0012* NAD 83(1986)-  47 34 55.     (N)    112 20 57.     (W)     SCALED    
 ST0012* NAVD 88     -      1309.376  (meters)    4295.84   (feet)  ADJUSTED  
 ST0012  ___________________________________________________________________
 ST0012  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 ST0012  DYNAMIC HT  -        1309.222 (meters)    4295.34  (feet)  COMP
 ST0012  MODELED GRAV-     980,448.7   (mgal)                       NAVD 88
 ST0012
 ST0012  VERT ORDER  -  SECOND    CLASS 0
 ST0012
 ST0012.The horizontal coordinates were scaled from a topographic map and have
 ST0012.an estimated accuracy of +/- 6 seconds.
 ST0012
 ST0012.The orthometric height was determined by differential leveling
 ST0012.and adjusted by the National Geodetic Survey in June 1991..
 ST0012
 ST0012.The geoid height was determined by GEOID03.
 ST0012
 ST0012.The dynamic height is computed by dividing the NAVD 88
 ST0012.geopotential number by the normal gravity value computed on the
 ST0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0012.degrees latitude (g = 980.6199 gals.).
 ST0012
 ST0012.The modeled gravity was interpolated from observed gravity values.
 ST0012
 ST0012;                    North         East    Units  Estimated Accuracy
 ST0012;SPC MT       -   374,130.      385,840.      MT  (+/- 180 meters Scaled)
 ST0012
 ST0012                          SUPERSEDED SURVEY CONTROL
 ST0012
 ST0012  NGVD 29 (??/??/92) 1308.377  (m)         4292.57   (f) ADJ UNCH    2 0
 ST0012
 ST0012.Superseded values are not recommended for survey control.
 ST0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0012.See file dsdata.txt to determine how the superseded data were derived.
 ST0012
 ST0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT985707(NAD 83)
 ST0012_MARKER: DB = BENCH MARK DISK
 ST0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0012_STAMPING: A 111 1934
 ST0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0012+STABILITY: SURFACE MOTION
 ST0012
 ST0012  HISTORY     - Date     Condition        Report By
 ST0012  HISTORY     - 1934     MONUMENTED       CGS
 ST0012  HISTORY     - 1961     MARK NOT FOUND   NGS
 ST0012
 ST0012                          STATION DESCRIPTION
 ST0012
 ST0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0012'6.9 MI NE FROM AUGUSTA.
 ST0012'IN TETON COUNTY, 6.9 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM
 ST0012'AUGUSTA, LEWIS AND CLARK COUNTY, AT A CURVE ON THE TOP OF A LARGE
 ST0012'HILL, AND 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 ST0012'DISK, STAMPED A 111 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0040 ***********************************************************************
 TM0040  DESIGNATION -  A 113
 TM0040  PID         -  TM0040
 TM0040  STATE/COUNTY-  MT/PONDERA
 TM0040  USGS QUAD   -  VALIER EAST (1985)
 TM0040
 TM0040                         *CURRENT SURVEY CONTROL
 TM0040  ___________________________________________________________________
 TM0040* NAD 83(1986)-  48 17 54.     (N)    112 12 45.     (W)     SCALED    
 TM0040* NAVD 88     -      1177.068  (meters)    3861.76   (feet)  ADJUSTED  
 TM0040  ___________________________________________________________________
 TM0040  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 TM0040  DYNAMIC HT  -        1177.046 (meters)    3861.69  (feet)  COMP
 TM0040  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 TM0040
 TM0040  VERT ORDER  -  SECOND    CLASS 0
 TM0040
 TM0040.The horizontal coordinates were scaled from a topographic map and have
 TM0040.an estimated accuracy of +/- 6 seconds.
 TM0040
 TM0040.The orthometric height was determined by differential leveling
 TM0040.and adjusted by the National Geodetic Survey in June 1991..
 TM0040
 TM0040.The geoid height was determined by GEOID03.
 TM0040
 TM0040.The dynamic height is computed by dividing the NAVD 88
 TM0040.geopotential number by the normal gravity value computed on the
 TM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0040.degrees latitude (g = 980.6199 gals.).
 TM0040
 TM0040.The modeled gravity was interpolated from observed gravity values.
 TM0040
 TM0040;                    North         East    Units  Estimated Accuracy
 TM0040;SPC MT       -   453,340.      398,860.      MT  (+/- 180 meters Scaled)
 TM0040
 TM0040                          SUPERSEDED SURVEY CONTROL
 TM0040
 TM0040  NGVD 29 (??/??/92) 1176.046  (m)         3858.41   (f) ADJ UNCH    2 0
 TM0040
 TM0040.Superseded values are not recommended for survey control.
 TM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0040.See file dsdata.txt to determine how the superseded data were derived.
 TM0040
 TM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU100501(NAD 83)
 TM0040_MARKER: DB = BENCH MARK DISK
 TM0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0040_STAMPING: A 113 1934
 TM0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0040+STABILITY: SURFACE MOTION
 TM0040
 TM0040  HISTORY     - Date     Condition        Report By
 TM0040  HISTORY     - 1934     MONUMENTED       CGS
 TM0040  HISTORY     - 1981     MARK NOT FOUND   USGS
 TM0040
 TM0040                          STATION DESCRIPTION
 TM0040
 TM0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TM0040'1.7 MI E FROM VALIER.
 TM0040'1.7 MILES EAST ALONG THE MONTANA WESTERN RAILWAY FROM VALIER, PONDERA
 TM0040'COUNTY, AT MILEPOST 15, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 TM0040'8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF
 TM0040'POLES.  A STANDARD DISK, STAMPED A 113 1934 AND SET IN THE TOP OF A
 TM0040'CONCRETE POST.
 TM0040
 TM0040                          STATION RECOVERY (1981)
 TM0040
 TM0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TM0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0455 ***********************************************************************
 ST0455  DESIGNATION -  A 115
 ST0455  PID         -  ST0455
 ST0455  STATE/COUNTY-  MT/LAKE
 ST0455  USGS QUAD   -  SALMON PRAIRIE (1994)
 ST0455
 ST0455                         *CURRENT SURVEY CONTROL
 ST0455  ___________________________________________________________________
 ST0455* NAD 83(1986)-  47 44 22.     (N)    113 49 26.     (W)     SCALED    
 ST0455* NAVD 88     -       995.772  (meters)    3266.96   (feet)  ADJUSTED  
 ST0455  ___________________________________________________________________
 ST0455  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 ST0455  DYNAMIC HT  -         995.695 (meters)    3266.71  (feet)  COMP
 ST0455  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 ST0455
 ST0455  VERT ORDER  -  SECOND    CLASS 0
 ST0455
 ST0455.The horizontal coordinates were scaled from a topographic map and have
 ST0455.an estimated accuracy of +/- 6 seconds.
 ST0455
 ST0455.The orthometric height was determined by differential leveling
 ST0455.and adjusted by the National Geodetic Survey in June 1991..
 ST0455
 ST0455.The geoid height was determined by GEOID03.
 ST0455
 ST0455.The dynamic height is computed by dividing the NAVD 88
 ST0455.geopotential number by the normal gravity value computed on the
 ST0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0455.degrees latitude (g = 980.6199 gals.).
 ST0455
 ST0455.The modeled gravity was interpolated from observed gravity values.
 ST0455
 ST0455;                    North         East    Units  Estimated Accuracy
 ST0455;SPC MT       -   396,680.      276,040.      MT  (+/- 180 meters Scaled)
 ST0455
 ST0455                          SUPERSEDED SURVEY CONTROL
 ST0455
 ST0455  NGVD 29 (??/??/92)  994.644  (m)         3263.26   (f) ADJ UNCH    2 0
 ST0455
 ST0455.Superseded values are not recommended for survey control.
 ST0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0455.See file dsdata.txt to determine how the superseded data were derived.
 ST0455
 ST0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT883912(NAD 83)
 ST0455_MARKER: DB = BENCH MARK DISK
 ST0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0455_STAMPING: A 115 1934
 ST0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0455+STABILITY: SURFACE MOTION
 ST0455
 ST0455  HISTORY     - Date     Condition        Report By
 ST0455  HISTORY     - 1934     MONUMENTED       CGS
 ST0455  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0455
 ST0455                          STATION DESCRIPTION
 ST0455
 ST0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0455'13.8 MI S FROM SWAN LAKE.
 ST0455'13.8 MILES SOUTH ALONG STATE HIGHWAY 31 FROM SWAN LAKE, LAKE COUNTY,
 ST0455'AT A ROAD LEADING NORTHWEST, 23 FEET SOUTH OF THE CENTERLINE OF THE
 ST0455'HIGHWAY, AND NEAR A TREE PAINTED USBM.  A STANDARD DISK, STAMPED A 115
 ST0455'1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- OLD HIGHWAY ROUTE
 ST0455'IS NOW ABANDONED AND PARTIALLY OBLITERATED.
 ST0455
 ST0455                          STATION RECOVERY (1965)
 ST0455
 ST0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0076 ***********************************************************************
 QY0076  DESIGNATION -  A 117
 QY0076  PID         -  QY0076
 QY0076  STATE/COUNTY-  MT/MADISON
 QY0076  USGS QUAD   -  SHERIDAN (1963)
 QY0076
 QY0076                         *CURRENT SURVEY CONTROL
 QY0076  ___________________________________________________________________
 QY0076* NAD 83(1986)-  45 29 12.     (N)    112 14 42.     (W)     SCALED    
 QY0076* NAVD 88     -      1497.990  (meters)    4914.66   (feet)  ADJUSTED  
 QY0076  ___________________________________________________________________
 QY0076  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 QY0076  DYNAMIC HT  -        1497.396 (meters)    4912.71  (feet)  COMP
 QY0076  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 QY0076
 QY0076  VERT ORDER  -  SECOND    CLASS 0
 QY0076
 QY0076.The horizontal coordinates were scaled from a topographic map and have
 QY0076.an estimated accuracy of +/- 6 seconds.
 QY0076
 QY0076.The orthometric height was determined by differential leveling
 QY0076.and adjusted by the National Geodetic Survey in June 1991..
 QY0076
 QY0076.The geoid height was determined by GEOID03.
 QY0076
 QY0076.The dynamic height is computed by dividing the NAVD 88
 QY0076.geopotential number by the normal gravity value computed on the
 QY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0076.degrees latitude (g = 980.6199 gals.).
 QY0076
 QY0076.The modeled gravity was interpolated from observed gravity values.
 QY0076
 QY0076;                    North         East    Units  Estimated Accuracy
 QY0076;SPC MT       -   141,200.      385,510.      MT  (+/- 180 meters Scaled)
 QY0076
 QY0076                          SUPERSEDED SURVEY CONTROL
 QY0076
 QY0076  NGVD 29 (??/??/92) 1496.821  (m)         4910.82   (f) ADJ UNCH    2 0
 QY0076
 QY0076.Superseded values are not recommended for survey control.
 QY0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0076.See file dsdata.txt to determine how the superseded data were derived.
 QY0076
 QY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR027377(NAD 83)
 QY0076_MARKER: DB = BENCH MARK DISK
 QY0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0076_STAMPING: A 117 1934
 QY0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0076+STABILITY: SURFACE MOTION
 QY0076
 QY0076  HISTORY     - Date     Condition        Report By
 QY0076  HISTORY     - 1934     MONUMENTED       CGS
 QY0076  HISTORY     - 20051018 POOR             MDT
 QY0076
 QY0076                          STATION DESCRIPTION
 QY0076
 QY0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0076'3.3 MI NW FROM SHERIDAN.
 QY0076'3.3 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM SHERIDAN,
 QY0076'MADISON COUNTY, OPPOSITE MILEPOST 32, 0.3 MILE NORTHWEST OF A ROAD
 QY0076'CROSSING, 46 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 QY0076'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 117
 QY0076'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QY0076
 QY0076                          STATION RECOVERY (2005)
 QY0076
 QY0076'RECOVERY NOTE BY MONTANA DEPT OF TRANSPORTATION 2005
 QY0076'FOUND CONCRETE POST WITH TOP BROKEN OFF. DISK WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0056 ***********************************************************************
 PZ0056  DESIGNATION -  A 118
 PZ0056  PID         -  PZ0056
 PZ0056  STATE/COUNTY-  MT/MADISON
 PZ0056  USGS QUAD   -  SPUR MOUNTAIN (1968)
 PZ0056
 PZ0056                         *CURRENT SURVEY CONTROL
 PZ0056  ___________________________________________________________________
 PZ0056* NAD 83(1986)-  44 53 00.     (N)    112 00 16.     (W)     SCALED    
 PZ0056* NAVD 88     -      2099.082  (meters)    6886.74   (feet)  ADJUSTED  
 PZ0056  ___________________________________________________________________
 PZ0056  GEOID HEIGHT-          -9.15  (meters)                     GEOID03
 PZ0056  DYNAMIC HT  -        2097.956 (meters)    6883.04  (feet)  COMP
 PZ0056  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 PZ0056
 PZ0056  VERT ORDER  -  SECOND    CLASS 0
 PZ0056
 PZ0056.The horizontal coordinates were scaled from a topographic map and have
 PZ0056.an estimated accuracy of +/- 6 seconds.
 PZ0056
 PZ0056.The orthometric height was determined by differential leveling
 PZ0056.and adjusted by the National Geodetic Survey in June 1991..
 PZ0056
 PZ0056.The geoid height was determined by GEOID03.
 PZ0056
 PZ0056.The dynamic height is computed by dividing the NAVD 88
 PZ0056.geopotential number by the normal gravity value computed on the
 PZ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0056.degrees latitude (g = 980.6199 gals.).
 PZ0056
 PZ0056.The modeled gravity was interpolated from observed gravity values.
 PZ0056
 PZ0056;                    North         East    Units  Estimated Accuracy
 PZ0056;SPC MT       -    73,560.      402,150.      MT  (+/- 180 meters Scaled)
 PZ0056
 PZ0056                          SUPERSEDED SURVEY CONTROL
 PZ0056
 PZ0056  NGVD 29 (??/??/92) 2097.725  (m)         6882.29   (f) ADJ UNCH    2 0
 PZ0056
 PZ0056.Superseded values are not recommended for survey control.
 PZ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0056.See file dsdata.txt to determine how the superseded data were derived.
 PZ0056
 PZ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ206704(NAD 83)
 PZ0056_MARKER: DB = BENCH MARK DISK
 PZ0056_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0056_SP_SET: ROCK
 PZ0056_STAMPING: A 118 1934 6882
 PZ0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0056+STABILITY: POSITION/ELEVATION WELL
 PZ0056
 PZ0056  HISTORY     - Date     Condition        Report By
 PZ0056  HISTORY     - 1934     MONUMENTED       CGS
 PZ0056  HISTORY     - 1964     GOOD             NGS
 PZ0056  HISTORY     - 1968     MARK NOT FOUND   USGS
 PZ0056
 PZ0056                          STATION DESCRIPTION
 PZ0056
 PZ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0056'37.9 MI NW FROM LAKEVIEW.
 PZ0056'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PZ0056'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PZ0056'DIRT ROAD, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 19.3
 PZ0056'MILES NORTH ALONG A GRADED DIRT ROAD, ABOUT 0.4 MILE NORTH OF A
 PZ0056'15-FOOT WOODEN BRIDGE OVER POISON CREEK, ON THE EAST SLOPE OF THE
 PZ0056'MOUNTAIN ABOVE THE ROAD, 32 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PZ0056'SET IN THE TOP OF A 4 BY 4-FOOT SQUARE ROCK WHICH PROJECTS 1 FOOT
 PZ0056'ABOVE THE GROUND, 43 YARDS SOUTHEAST AND ACROSS THE ROAD FROM THE
 PZ0056'SOUTHEAST CORNER OF A 50-FOOT SQUARE WIRE PEN, AND ABOUT 6 FEET ABOVE
 PZ0056'THE LEVEL OF THE ROAD.
 PZ0056
 PZ0056                          STATION RECOVERY (1968)
 PZ0056
 PZ0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PZ0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0019 ***********************************************************************
 TM0019  DESIGNATION -  A 12
 TM0019  PID         -  TM0019
 TM0019  STATE/COUNTY-  MT/TOOLE
 TM0019  USGS QUAD   -  ALOE (1966)
 TM0019
 TM0019                         *CURRENT SURVEY CONTROL
 TM0019  ___________________________________________________________________
 TM0019* NAD 83(1986)-  48 41 27.     (N)    112 00 23.     (W)     SCALED    
 TM0019* NAVD 88     -      1008.088  (meters)    3307.37   (feet)  POSTED    
 TM0019  ___________________________________________________________________
 TM0019  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 TM0019  DYNAMIC HT  -        1008.160 (meters)    3307.60  (feet)  COMP
 TM0019  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 TM0019
 TM0019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TM0019
 TM0019.The horizontal coordinates were scaled from a topographic map and have
 TM0019.an estimated accuracy of +/- 6 seconds.
 TM0019
 TM0019.The orthometric height was determined by differential leveling
 TM0019.and adjusted by the National Geodetic Survey in 1992..
 TM0019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TM0019.rate of 0.0 thru 1.0 mm/km.
 TM0019
 TM0019.The geoid height was determined by GEOID03.
 TM0019
 TM0019.The dynamic height is computed by dividing the NAVD 88
 TM0019.geopotential number by the normal gravity value computed on the
 TM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0019.degrees latitude (g = 980.6199 gals.).
 TM0019
 TM0019.The modeled gravity was interpolated from observed gravity values.
 TM0019
 TM0019;                    North         East    Units  Estimated Accuracy
 TM0019;SPC MT       -   496,440.      415,530.      MT  (+/- 180 meters Scaled)
 TM0019
 TM0019                          SUPERSEDED SURVEY CONTROL
 TM0019
 TM0019  NGVD 29 (??/??/92) 1007.090  (m)         3304.09   (f) ADJ UNCH    1 2
 TM0019
 TM0019.Superseded values are not recommended for survey control.
 TM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0019.See file dsdata.txt to determine how the superseded data were derived.
 TM0019
 TM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU259935(NAD 83)
 TM0019_MARKER: Z = SEE DESCRIPTION
 TM0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TM0019_SP_SET: RAIL
 TM0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0019
 TM0019  HISTORY     - Date     Condition        Report By
 TM0019  HISTORY     - UNK      MONUMENTED       CGS
 TM0019  HISTORY     - 1913     GOOD             NGS
 TM0019  HISTORY     - 1966     MARK NOT FOUND   USGS
 TM0019
 TM0019                          STATION DESCRIPTION
 TM0019
 TM0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1913
 TM0019'4.0 MI S FROM KEVIN.
 TM0019'ABOUT 4.0 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY, FROM KEVIN,
 TM0019'TOOLE COUNTY, AT MILEPOST 116, AT THE FOOT OF A SMALL HILL SOUTH OF A
 TM0019'WOODEN BRIDGE, AT THE NORTH END OF A LONG TANGENT, AND ABOUT 20 YARDS
 TM0019'EAST OF THE TRACK.  THE TOP OF A T-RAIL.
 TM0019
 TM0019                          STATION RECOVERY (1966)
 TM0019
 TM0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TM0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0360 ***********************************************************************
 RU0360  DESIGNATION -  A 120
 RU0360  PID         -  RU0360
 RU0360  STATE/COUNTY-  MT/YELLOWSTONE
 RU0360  USGS QUAD   -  MISSION CREEK (1980)
 RU0360
 RU0360                         *CURRENT SURVEY CONTROL
 RU0360  ___________________________________________________________________
 RU0360* NAD 83(1986)-  46 07 09.     (N)    107 35 43.     (W)     SCALED    
 RU0360* NAVD 88     -       840.331  (meters)    2756.99   (feet)  ADJUSTED  
 RU0360  ___________________________________________________________________
 RU0360  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RU0360  DYNAMIC HT  -         840.212 (meters)    2756.60  (feet)  COMP
 RU0360  MODELED GRAV-     980,444.8   (mgal)                       NAVD 88
 RU0360
 RU0360  VERT ORDER  -  FIRST     CLASS II
 RU0360
 RU0360.The horizontal coordinates were scaled from a topographic map and have
 RU0360.an estimated accuracy of +/- 6 seconds.
 RU0360
 RU0360.The orthometric height was determined by differential leveling
 RU0360.and adjusted by the National Geodetic Survey in June 1991..
 RU0360
 RU0360.The geoid height was determined by GEOID03.
 RU0360
 RU0360.The dynamic height is computed by dividing the NAVD 88
 RU0360.geopotential number by the normal gravity value computed on the
 RU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0360.degrees latitude (g = 980.6199 gals.).
 RU0360
 RU0360.The modeled gravity was interpolated from observed gravity values.
 RU0360
 RU0360;                    North         East    Units  Estimated Accuracy
 RU0360;SPC MT       -   209,510.      747,140.      MT  (+/- 180 meters Scaled)
 RU0360
 RU0360                          SUPERSEDED SURVEY CONTROL
 RU0360
 RU0360  NGVD 29 (??/??/92)  839.670  (m)         2754.82   (f) ADJ UNCH    1 2
 RU0360
 RU0360.Superseded values are not recommended for survey control.
 RU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0360.See file dsdata.txt to determine how the superseded data were derived.
 RU0360
 RU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM994105(NAD 83)
 RU0360_MARKER: DB = BENCH MARK DISK
 RU0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0360_STAMPING: A 120 1934
 RU0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0360+STABILITY: SURFACE MOTION
 RU0360
 RU0360  HISTORY     - Date     Condition        Report By
 RU0360  HISTORY     - 1934     MONUMENTED       CGS
 RU0360  HISTORY     - 1960     GOOD             NGS
 RU0360  HISTORY     - 1981     MARK NOT FOUND   NGS
 RU0360
 RU0360                          STATION DESCRIPTION
 RU0360
 RU0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0360'2.0 MI SW FROM CUSTER.
 RU0360'ABOUT 2.0 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0360'STATION AT CUSTER, IN SECTION 3, T 4 N, R 33 E, 12 1/2 POLES SOUTHWEST
 RU0360'OF MILEPOST 174, 78 FEET WEST OF THE CENTER LINE OF A ROAD CROSSING,
 RU0360'151 FEET SOUTHWEST OF A POWER POLE AND IN LINE WITH THE POLES, 9 FEET
 RU0360'SOUTHWEST OF A FENCE CORNER AT AN OFFSET IN THE RIGHT OF WAY FENCE, 1
 RU0360'FOOT NORTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 RU0360'POST PROJECTING 3 INCHES.
 RU0360
 RU0360                          STATION RECOVERY (1981)
 RU0360
 RU0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0360'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0398 ***********************************************************************
 RU0398  DESIGNATION -  A 121
 RU0398  PID         -  RU0398
 RU0398  STATE/COUNTY-  MT/MUSSELSHELL
 RU0398  USGS QUAD   -  MELSTONE (1980)
 RU0398
 RU0398                         *CURRENT SURVEY CONTROL
 RU0398  ___________________________________________________________________
 RU0398* NAD 83(1986)-  46 35 53.     (N)    107 52 20.     (W)     SCALED    
 RU0398* NAVD 88     -       893.998  (meters)    2933.06   (feet)  ADJUSTED  
 RU0398  ___________________________________________________________________
 RU0398  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 RU0398  DYNAMIC HT  -         893.922 (meters)    2932.81  (feet)  COMP
 RU0398  MODELED GRAV-     980,498.0   (mgal)                       NAVD 88
 RU0398
 RU0398  VERT ORDER  -  SECOND    CLASS 0
 RU0398
 RU0398.The horizontal coordinates were scaled from a topographic map and have
 RU0398.an estimated accuracy of +/- 6 seconds.
 RU0398
 RU0398.The orthometric height was determined by differential leveling
 RU0398.and adjusted by the National Geodetic Survey in June 1991..
 RU0398
 RU0398.The geoid height was determined by GEOID03.
 RU0398
 RU0398.The dynamic height is computed by dividing the NAVD 88
 RU0398.geopotential number by the normal gravity value computed on the
 RU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0398.degrees latitude (g = 980.6199 gals.).
 RU0398
 RU0398.The modeled gravity was interpolated from observed gravity values.
 RU0398
 RU0398;                    North         East    Units  Estimated Accuracy
 RU0398;SPC MT       -   262,220.      724,650.      MT  (+/- 180 meters Scaled)
 RU0398
 RU0398                          SUPERSEDED SURVEY CONTROL
 RU0398
 RU0398  NGVD 29 (??/??/92)  893.324  (m)         2930.85   (f) ADJ UNCH    2 0
 RU0398
 RU0398.Superseded values are not recommended for survey control.
 RU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0398.See file dsdata.txt to determine how the superseded data were derived.
 RU0398
 RU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM800645(NAD 83)
 RU0398_MARKER: DB = BENCH MARK DISK
 RU0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0398_SP_SET: FOUNDATION
 RU0398_STAMPING: A 121 1934
 RU0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0398
 RU0398  HISTORY     - Date     Condition        Report By
 RU0398  HISTORY     - 1934     MONUMENTED       CGS
 RU0398  HISTORY     - 1936     GOOD             NGS
 RU0398
 RU0398                          STATION DESCRIPTION
 RU0398
 RU0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0398'IN MELSTONE.
 RU0398'AT MELSTONE, MUSSELSHELL COUNTY, AT THE PUBLIC SCHOOL BUILDING, AT THE
 RU0398'SOUTHEAST CORNER OF THE STONE FOUNDATION, IN THE CORNER STONE, AND 10
 RU0398'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED A 121 1934 AND SET
 RU0398'VERTICALLY.
 RU0398
 RU0398                          STATION RECOVERY (1936)
 RU0398
 RU0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 RU0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0003 ***********************************************************************
 RV0003  DESIGNATION -  A 122
 RV0003  PID         -  RV0003
 RV0003  STATE/COUNTY-  MT/MUSSELSHELL
 RV0003  USGS QUAD   -  DELPHIA (1963)
 RV0003
 RV0003                         *CURRENT SURVEY CONTROL
 RV0003  ___________________________________________________________________
 RV0003* NAD 83(1992)-  46 35 13.56941(N)    108 09 15.88149(W)     ADJUSTED  
 RV0003* NAVD 88     -       946.745  (meters)    3106.11   (feet)  ADJUSTED  
 RV0003  ___________________________________________________________________
 RV0003  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 RV0003  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 RV0003  DYNAMIC HT  -         946.652 (meters)    3105.81  (feet)  COMP
 RV0003  MODELED GRAV-     980,484.2   (mgal)                       NAVD 88
 RV0003
 RV0003  HORZ ORDER  -  SECOND
 RV0003  VERT ORDER  -  SECOND    CLASS 0
 RV0003
 RV0003.The horizontal coordinates were established by classical geodetic methods
 RV0003.and adjusted by the National Geodetic Survey in July 1992..
 RV0003
 RV0003.The orthometric height was determined by differential leveling
 RV0003.and adjusted by the National Geodetic Survey in June 1991..
 RV0003
 RV0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0003
 RV0003.The geoid height was determined by GEOID03.
 RV0003
 RV0003.The dynamic height is computed by dividing the NAVD 88
 RV0003.geopotential number by the normal gravity value computed on the
 RV0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0003.degrees latitude (g = 980.6199 gals.).
 RV0003
 RV0003.The modeled gravity was interpolated from observed gravity values.
 RV0003
 RV0003;                    North         East     Units Scale Factor Converg.
 RV0003;SPC MT       -   260,589.651   703,060.919   MT  0.99942004   +0 59 03.5
 RV0003;SPC MT       -   854,952.92  2,306,630.31   iFT  0.99942004   +0 59 03.5
 RV0003;UTM  12      - 5,163,215.904   717,993.584   MT  1.00018415   +2 04 04.5
 RV0003
 RV0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0003!SPC MT       -   0.99985376  x   0.99942004  =   0.99927389
 RV0003!UTM  12      -   0.99985376  x   1.00018415  =   1.00003789
 RV0003
 RV0003                          SUPERSEDED SURVEY CONTROL
 RV0003
 RV0003  NAD 83(1986)-  46 35 13.56492(N)    108 09 15.85689(W) AD(       ) 2
 RV0003  NAD 27      -  46 35 13.65128(N)    108 09 13.44445(W) AD(       ) 2
 RV0003  NGVD 29 (??/??/92)  946.036  (m)         3103.79   (f) ADJ UNCH    2 0
 RV0003
 RV0003.Superseded values are not recommended for survey control.
 RV0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0003.See file dsdata.txt to determine how the superseded data were derived.
 RV0003
 RV0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS1799463216(NAD 83)
 RV0003_MARKER: DB = BENCH MARK DISK
 RV0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0003_STAMPING: A 122 1934
 RV0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0003+STABILITY: SURFACE MOTION
 RV0003
 RV0003  HISTORY     - Date     Condition        Report By
 RV0003  HISTORY     - 1934     MONUMENTED       CGS
 RV0003  HISTORY     - 1972     GOOD             NGS
 RV0003  HISTORY     - 1972     GOOD             NGS
 RV0003
 RV0003                          STATION DESCRIPTION
 RV0003
 RV0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0003'5.9 MI N FROM MUSSELSHELL.
 RV0003'5.9 MILES NORTH ALONG THE ROAD LEADING TO KELLEY FROM MUSSELSHELL,
 RV0003'MUSSELSHELL COUNTY, 120 YARDS NORTH OF A BRIDGE AT THE FOOT OF A HILL,
 RV0003'AND 57 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 RV0003'STAMPED A 122 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RV0003
 RV0003                          STATION RECOVERY (1972)
 RV0003
 RV0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RV0003'THE MARK IS A STANDARD BENCH MARK, STAMPED A 122 1934, SET IN THE
 RV0003'TOP OF A 5-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 RV0003'ABOVE THE GROUND.  IT IS 52.5 FEET EAST OF THE GRAVELED ROAD AND
 RV0003'24 FEET SOUTHEAST OF A TELEPHONE POLE.
 RV0003'
 RV0003'TO REACH THE STATION FROM THE POST OFFICE IN MUSSELSHELL GO NORTH
 RV0003'ON PAVED ROAD FOR 0.7 MILE TO THE JUNCTION OF U.S. HIGHWAY 12.
 RV0003'TURN RIGHT AND GO EAST ON U.S. HIGHWAY 12 FOR 0.1 MILE TO A SIDE
 RV0003'ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 5.0 MILES
 RV0003'TO A CATTLE AND TRACK ROAD RIGHT.  CONTINUE NORTH ON GRAVELED ROAD
 RV0003'FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 RV0003
 RV0003                          STATION RECOVERY (1972)
 RV0003
 RV0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RV0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0259 ***********************************************************************
 RV0259  DESIGNATION -  A 123
 RV0259  PID         -  RV0259
 RV0259  STATE/COUNTY-  MT/SWEET GRASS
 RV0259  USGS QUAD   -  MELVILLE (1985)
 RV0259
 RV0259                         *CURRENT SURVEY CONTROL
 RV0259  ___________________________________________________________________
 RV0259* NAD 83(1986)-  46 06 16.     (N)    109 57 05.     (W)     SCALED    
 RV0259* NAVD 88     -      1531.031  (meters)    5023.06   (feet)  ADJUSTED  
 RV0259  ___________________________________________________________________
 RV0259  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 RV0259  DYNAMIC HT  -        1530.570 (meters)    5021.55  (feet)  COMP
 RV0259  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 RV0259
 RV0259  VERT ORDER  -  SECOND    CLASS 0
 RV0259
 RV0259.The horizontal coordinates were scaled from a topographic map and have
 RV0259.an estimated accuracy of +/- 6 seconds.
 RV0259
 RV0259.The orthometric height was determined by differential leveling
 RV0259.and adjusted by the National Geodetic Survey in June 1991..
 RV0259
 RV0259.The geoid height was determined by GEOID03.
 RV0259
 RV0259.The dynamic height is computed by dividing the NAVD 88
 RV0259.geopotential number by the normal gravity value computed on the
 RV0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0259.degrees latitude (g = 980.6199 gals.).
 RV0259
 RV0259.The modeled gravity was interpolated from observed gravity values.
 RV0259
 RV0259;                    North         East    Units  Estimated Accuracy
 RV0259;SPC MT       -   206,180.      565,120.      MT  (+/- 180 meters Scaled)
 RV0259
 RV0259                          SUPERSEDED SURVEY CONTROL
 RV0259
 RV0259  NGVD 29 (??/??/92) 1529.973  (m)         5019.59   (f) ADJ UNCH    2 0
 RV0259
 RV0259.Superseded values are not recommended for survey control.
 RV0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0259.See file dsdata.txt to determine how the superseded data were derived.
 RV0259
 RV0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS810061(NAD 83)
 RV0259_MARKER: DB = BENCH MARK DISK
 RV0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0259_STAMPING: A 123 1934
 RV0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0259+STABILITY: SURFACE MOTION
 RV0259
 RV0259  HISTORY     - Date     Condition        Report By
 RV0259  HISTORY     - 1934     MONUMENTED       CGS
 RV0259  HISTORY     - 1979     MARK NOT FOUND   USGS
 RV0259
 RV0259                          STATION DESCRIPTION
 RV0259
 RV0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0259'IN MELVILLE.
 RV0259'AT MELVILLE, SWEETGRASS COUNTY, ON STATE HIGHWAY 19, 0.1 MILE WEST OF
 RV0259'A RIGHT-ANGLE TURN TO THE SOUTH, 24 FEET SOUTH OF THE CENTERLINE OF
 RV0259'THE HIGHWAY, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 15 FEET EAST
 RV0259'OF A GATE IN THE FENCE LINE.  A STANDARD DISK, STAMPED A 123 1934 AND
 RV0259'SET IN THE TOP OF A CONCRETE POST.
 RV0259
 RV0259                          STATION RECOVERY (1979)
 RV0259
 RV0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 RV0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0070 ***********************************************************************
 QW0070  DESIGNATION -  A 124
 QW0070  PID         -  QW0070
 QW0070  STATE/COUNTY-  MT/YELLOWSTONE
 QW0070  USGS QUAD   -  BILLINGS EAST (1975)
 QW0070
 QW0070                         *CURRENT SURVEY CONTROL
 QW0070  ___________________________________________________________________
 QW0070* NAD 83(1986)-  45 47 56.     (N)    108 28 51.     (W)     SCALED    
 QW0070* NAVD 88     -       947.303  (meters)    3107.94   (feet)  ADJUSTED  
 QW0070  ___________________________________________________________________
 QW0070  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 QW0070  DYNAMIC HT  -         947.111 (meters)    3107.31  (feet)  COMP
 QW0070  MODELED GRAV-     980,380.7   (mgal)                       NAVD 88
 QW0070
 QW0070  VERT ORDER  -  SECOND    CLASS 0
 QW0070
 QW0070.The horizontal coordinates were scaled from a topographic map and have
 QW0070.an estimated accuracy of +/- 6 seconds.
 QW0070
 QW0070.The orthometric height was determined by differential leveling
 QW0070.and adjusted by the National Geodetic Survey in June 1991..
 QW0070
 QW0070.The geoid height was determined by GEOID03.
 QW0070
 QW0070.The dynamic height is computed by dividing the NAVD 88
 QW0070.geopotential number by the normal gravity value computed on the
 QW0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0070.degrees latitude (g = 980.6199 gals.).
 QW0070
 QW0070.The modeled gravity was interpolated from observed gravity values.
 QW0070
 QW0070;                    North         East    Units  Estimated Accuracy
 QW0070;SPC MT       -   172,650.      679,200.      MT  (+/- 180 meters Scaled)
 QW0070
 QW0070                          SUPERSEDED SURVEY CONTROL
 QW0070
 QW0070  NGVD 29 (??/??/92)  946.548  (m)         3105.47   (f) ADJ UNCH    2 0
 QW0070
 QW0070.Superseded values are not recommended for survey control.
 QW0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0070.See file dsdata.txt to determine how the superseded data were derived.
 QW0070
 QW0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR957747(NAD 83)
 QW0070_MARKER: DB = BENCH MARK DISK
 QW0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0070_STAMPING: A 124 1934
 QW0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0070+STABILITY: SURFACE MOTION
 QW0070
 QW0070  HISTORY     - Date     Condition        Report By
 QW0070  HISTORY     - 1934     MONUMENTED       CGS
 QW0070  HISTORY     - 1956     MARK NOT FOUND   USGS
 QW0070
 QW0070                          STATION DESCRIPTION
 QW0070
 QW0070'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 QW0070'1.6 MI E FROM BILLINGS.
 QW0070'1.6 MILES EAST ALONG U.S. HIGHWAY 87 FROM BILLINGS, YELLOWSTONE
 QW0070'COUNTY, 120 FEET SOUTHEAST OF A PARK, AT A HIGHWAY INTERSECTION, 48
 QW0070'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 87, AND 1 FOOT NORTH OF
 QW0070'THE HIGH WIRE FENCE ENCLOSING THE MIDLAND EMPIRE FAIR GROUNDS.  A
 QW0070'STANDARD DISK, STAMPED A 124 1934 AND SET IN THE TOP OF A CONCRETE
 QW0070'POST.  NOTE-- A NEW HIGHWAY WAS BUILT NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0111 ***********************************************************************
 RV0111  DESIGNATION -  A 125
 RV0111  PID         -  RV0111
 RV0111  STATE/COUNTY-  MT/MUSSELSHELL
 RV0111  USGS QUAD   -  LAKE MASON SE (1986)
 RV0111
 RV0111                         *CURRENT SURVEY CONTROL
 RV0111  ___________________________________________________________________
 RV0111* NAD 83(1986)-  46 31 30.     (N)    108 34 26.     (W)     SCALED    
 RV0111* NAVD 88     -      1097.359  (meters)    3600.25   (feet)  ADJUSTED  
 RV0111  ___________________________________________________________________
 RV0111  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 RV0111  DYNAMIC HT  -        1097.206 (meters)    3599.75  (feet)  COMP
 RV0111  MODELED GRAV-     980,436.4   (mgal)                       NAVD 88
 RV0111
 RV0111  VERT ORDER  -  SECOND    CLASS 0
 RV0111
 RV0111.The horizontal coordinates were scaled from a topographic map and have
 RV0111.an estimated accuracy of +/- 6 seconds.
 RV0111
 RV0111.The orthometric height was determined by differential leveling
 RV0111.and adjusted by the National Geodetic Survey in June 1991..
 RV0111
 RV0111.The geoid height was determined by GEOID03.
 RV0111
 RV0111.The dynamic height is computed by dividing the NAVD 88
 RV0111.geopotential number by the normal gravity value computed on the
 RV0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0111.degrees latitude (g = 980.6199 gals.).
 RV0111
 RV0111.The modeled gravity was interpolated from observed gravity values.
 RV0111
 RV0111;                    North         East    Units  Estimated Accuracy
 RV0111;SPC MT       -   253,230.      671,020.      MT  (+/- 180 meters Scaled)
 RV0111
 RV0111                          SUPERSEDED SURVEY CONTROL
 RV0111
 RV0111  NGVD 29 (??/??/92) 1096.579  (m)         3597.69   (f) ADJ UNCH    2 0
 RV0111
 RV0111.Superseded values are not recommended for survey control.
 RV0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0111.See file dsdata.txt to determine how the superseded data were derived.
 RV0111
 RV0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS860552(NAD 83)
 RV0111_MARKER: DB = BENCH MARK DISK
 RV0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0111_STAMPING: A 125 1934
 RV0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0111+STABILITY: SURFACE MOTION
 RV0111
 RV0111  HISTORY     - Date     Condition        Report By
 RV0111  HISTORY     - 1934     MONUMENTED       CGS
 RV0111  HISTORY     - 1978     GOOD             USGS
 RV0111
 RV0111                          STATION DESCRIPTION
 RV0111
 RV0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0111'6.0 MI N FROM ROUNDUP.
 RV0111'6.0 MILES NORTH ALONG U.S. HIGHWAY 87 FROM ROUNDUP, MUSSELSHELL
 RV0111'COUNTY, 1/4 MILE SOUTHEAST OF A DOUBLE GUARDRAIL, 51 FEET SOUTHWEST OF
 RV0111'THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTHWEST OF THE
 RV0111'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 125 1934 AND SET IN
 RV0111'THE TOP OF A CONCRETE POST.
 RV0111
 RV0111                          STATION RECOVERY (1978)
 RV0111
 RV0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0111'6.8 MILES NORTH ALONG U.S. HIGHWAY 87 FROM COURTHOUSE IN ROUNDUP,
 RV0111'MUSSELSHELL COUNTY TAKE TRACK ROAD ON RIGHT. PROCEED 0.3 MILES
 RV0111'SOUTHEAST ALONG OLD HIGHWAY TO WIRE GATE IN EAST-WEST FENCE. CONTINUE
 RV0111'FOR 0.55 MILES TO BRIDGE. CONTINUE FOR 0.15 MILES TO BENCH MARK ON
 RV0111'RIGHT. BENCH MARK IS 49 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD
 RV0111'HIGHWAY. A STANDARD DISK, STAMPED A-125 1934 AND SET IN THE TOP OF A
 RV0111'CONCRETE POST, PROJECTING 0.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0297 ***********************************************************************
 RV0297  DESIGNATION -  A 126
 RV0297  PID         -  RV0297
 RV0297  STATE/COUNTY-  MT/WHEATLAND
 RV0297  USGS QUAD   -  HARLOWTON (1986)
 RV0297
 RV0297                         *CURRENT SURVEY CONTROL
 RV0297  ___________________________________________________________________
 RV0297* NAD 83(1986)-  46 26 12.     (N)    109 50 09.     (W)     SCALED    
 RV0297* NAVD 88     -      1286.324  (meters)    4220.21   (feet)  ADJUSTED  
 RV0297  ___________________________________________________________________
 RV0297  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 RV0297  DYNAMIC HT  -        1286.058 (meters)    4219.34  (feet)  COMP
 RV0297  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 RV0297
 RV0297  VERT ORDER  -  SECOND    CLASS 0
 RV0297
 RV0297.The horizontal coordinates were scaled from a topographic map and have
 RV0297.an estimated accuracy of +/- 6 seconds.
 RV0297
 RV0297.The orthometric height was determined by differential leveling
 RV0297.and adjusted by the National Geodetic Survey in June 1991..
 RV0297
 RV0297.The geoid height was determined by GEOID03.
 RV0297
 RV0297.The dynamic height is computed by dividing the NAVD 88
 RV0297.geopotential number by the normal gravity value computed on the
 RV0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0297.degrees latitude (g = 980.6199 gals.).
 RV0297
 RV0297.The modeled gravity was interpolated from observed gravity values.
 RV0297
 RV0297;                    North         East    Units  Estimated Accuracy
 RV0297;SPC MT       -   243,050.      574,210.      MT  (+/- 180 meters Scaled)
 RV0297
 RV0297                          SUPERSEDED SURVEY CONTROL
 RV0297
 RV0297  NGVD 29 (??/??/92) 1285.39   (m)         4217.2    (f) COMPUTED    2 0
 RV0297
 RV0297.Superseded values are not recommended for survey control.
 RV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0297.See file dsdata.txt to determine how the superseded data were derived.
 RV0297
 RV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS894432(NAD 83)
 RV0297_MARKER: DB = BENCH MARK DISK
 RV0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0297_SP_SET: BUILDING
 RV0297_STAMPING: A 126 1934
 RV0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0297
 RV0297  HISTORY     - Date     Condition        Report By
 RV0297  HISTORY     - 1934     MONUMENTED       CGS
 RV0297  HISTORY     - 1961     GOOD             NGS
 RV0297
 RV0297                          STATION DESCRIPTION
 RV0297
 RV0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0297'IN HARLOWTON.
 RV0297'AT HARLOWTON, SET VERTICALLY IN THE EAST WALL OF THE COUNTY
 RV0297'COURTHOUSE, 7 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE AND ABOUT
 RV0297'1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0003 ***********************************************************************
 QX0003  DESIGNATION -  A 128
 QX0003  PID         -  QX0003
 QX0003  STATE/COUNTY-  MT/PARK
 QX0003  USGS QUAD   -  MISSION (1981)
 QX0003
 QX0003                         *CURRENT SURVEY CONTROL
 QX0003  ___________________________________________________________________
 QX0003* NAD 83(1986)-  45 42 18.     (N)    110 27 44.     (W)     SCALED    
 QX0003* NAVD 88     -      1347.388  (meters)    4420.56   (feet)  ADJUSTED  
 QX0003  ___________________________________________________________________
 QX0003  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 QX0003  DYNAMIC HT  -        1346.945 (meters)    4419.10  (feet)  COMP
 QX0003  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 QX0003
 QX0003  VERT ORDER  -  SECOND    CLASS 0
 QX0003
 QX0003.The horizontal coordinates were scaled from a topographic map and have
 QX0003.an estimated accuracy of +/- 6 seconds.
 QX0003
 QX0003.The orthometric height was determined by differential leveling
 QX0003.and adjusted by the National Geodetic Survey in June 1991..
 QX0003
 QX0003.The geoid height was determined by GEOID03.
 QX0003
 QX0003.The dynamic height is computed by dividing the NAVD 88
 QX0003.geopotential number by the normal gravity value computed on the
 QX0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0003.degrees latitude (g = 980.6199 gals.).
 QX0003
 QX0003.The modeled gravity was interpolated from observed gravity values.
 QX0003
 QX0003;                    North         East    Units  Estimated Accuracy
 QX0003;SPC MT       -   162,160.      525,100.      MT  (+/- 180 meters Scaled)
 QX0003
 QX0003                          SUPERSEDED SURVEY CONTROL
 QX0003
 QX0003  NGVD 29 (??/??/92) 1346.28   (m)         4416.9    (f) COMPUTED    2 0
 QX0003
 QX0003.Superseded values are not recommended for survey control.
 QX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0003.See file dsdata.txt to determine how the superseded data were derived.
 QX0003
 QX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR418614(NAD 83)
 QX0003_MARKER: DB = BENCH MARK DISK
 QX0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0003_STAMPING: A-128 1934
 QX0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0003+STABILITY: SURFACE MOTION
 QX0003
 QX0003  HISTORY     - Date     Condition        Report By
 QX0003  HISTORY     - 1934     MONUMENTED       CGS
 QX0003
 QX0003                          STATION DESCRIPTION
 QX0003
 QX0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QX0003'IN MISSION.
 QX0003'AT MISSION AND ALONG THE NORTHERN PACIFIC R. R. 2 TELEGRAPH POLES NE
 QX0003'OF THE NORTHERN PACIFIC RAILWAY STATION.  48 FEET SE OF THE MAIN
 QX0003'TRACK.  ABOUT 50 FEET NW OF THE NE CORNER OF AN OLD SECTION HOUSE.  1
 QX0003'TELEGRAPH POLE SW OF POINT WHERE SPUR LINE LEAVES MAIN LINE TOWARD
 QX0003'WILSALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0004 ***********************************************************************
 QX0004  DESIGNATION -  A 128 RESET
 QX0004  PID         -  QX0004
 QX0004  STATE/COUNTY-  MT/PARK
 QX0004  USGS QUAD   -  MISSION (1981)
 QX0004
 QX0004                         *CURRENT SURVEY CONTROL
 QX0004  ___________________________________________________________________
 QX0004* NAD 83(1986)-  45 42 18.     (N)    110 27 44.     (W)     SCALED    
 QX0004* NAVD 88     -      1347.397  (meters)    4420.59   (feet)  ADJUSTED  
 QX0004  ___________________________________________________________________
 QX0004  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 QX0004  DYNAMIC HT  -        1346.954 (meters)    4419.13  (feet)  COMP
 QX0004  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 QX0004
 QX0004  VERT ORDER  -  FIRST     CLASS II
 QX0004
 QX0004.The horizontal coordinates were scaled from a topographic map and have
 QX0004.an estimated accuracy of +/- 6 seconds.
 QX0004
 QX0004.The orthometric height was determined by differential leveling
 QX0004.and adjusted by the National Geodetic Survey in June 1991..
 QX0004
 QX0004.The geoid height was determined by GEOID03.
 QX0004
 QX0004.The dynamic height is computed by dividing the NAVD 88
 QX0004.geopotential number by the normal gravity value computed on the
 QX0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0004.degrees latitude (g = 980.6199 gals.).
 QX0004
 QX0004.The modeled gravity was interpolated from observed gravity values.
 QX0004
 QX0004;                    North         East    Units  Estimated Accuracy
 QX0004;SPC MT       -   162,160.      525,100.      MT  (+/- 180 meters Scaled)
 QX0004
 QX0004                          SUPERSEDED SURVEY CONTROL
 QX0004
 QX0004  NGVD 29 (??/??/92) 1346.289  (m)         4416.95   (f) ADJ UNCH    1 2
 QX0004
 QX0004.Superseded values are not recommended for survey control.
 QX0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0004.See file dsdata.txt to determine how the superseded data were derived.
 QX0004
 QX0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR418614(NAD 83)
 QX0004_MARKER: DB = BENCH MARK DISK
 QX0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0004_STAMPING: A 128 1934 RESET 1935
 QX0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0004+STABILITY: SURFACE MOTION
 QX0004
 QX0004  HISTORY     - Date     Condition        Report By
 QX0004  HISTORY     - 1935     MONUMENTED       CGS
 QX0004  HISTORY     - 1958     GOOD             NGS
 QX0004  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0004
 QX0004                          STATION DESCRIPTION
 QX0004
 QX0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0004'5.75 MI NE FROM LIVINGSTON.
 QX0004'ABOUT 5.75 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0004'STATION AT LIVINGSTON, IN SECTION 35, T 1 S, R 10 E, 11 1/2 FEET WEST
 QX0004'OF THE 14TH POLE NORTHEAST OF MILEPOST 110, 7 RAILS NORTHEAST OF THE
 QX0004'SECTION FOREMANS HOUSE WHICH HAS THE MISSION SIGN BOARD ON IT, 153
 QX0004'FEET NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 10, 45 FEET
 QX0004'SOUTHEAST OF THE SOUTHEAST RAIL, 55 FEET NORTHWEST OF THE NORTHWEST
 QX0004'FACE OF A HOUSE, 49 FEET WEST-SOUTHWEST OF A POWER POLE WITH LINE
 QX0004'CROSSING OVER THE TRACK, 38 FEET SOUTHEAST OF A SWITCHSTAND, 1 FOOT
 QX0004'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 QX0004'POST PROJECTING 4 INCHES.  NOTE-- RESET 1935 WAS STAMPED BY THIS
 QX0004'PARTY.
 QX0004
 QX0004                          STATION RECOVERY (1982)
 QX0004
 QX0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0011 ***********************************************************************
 RV0011  DESIGNATION -  A 130
 RV0011  PID         -  RV0011
 RV0011  STATE/COUNTY-  MT/PETROLEUM
 RV0011  USGS QUAD   -  KELLEY (1963)
 RV0011
 RV0011                         *CURRENT SURVEY CONTROL
 RV0011  ___________________________________________________________________
 RV0011* NAD 83(1986)-  46 47 42.     (N)    108 10 41.     (W)     SCALED    
 RV0011* NAVD 88     -       981.401  (meters)    3219.81   (feet)  ADJUSTED  
 RV0011  ___________________________________________________________________
 RV0011  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 RV0011  DYNAMIC HT  -         981.323 (meters)    3219.56  (feet)  COMP
 RV0011  MODELED GRAV-     980,500.1   (mgal)                       NAVD 88
 RV0011
 RV0011  VERT ORDER  -  SECOND    CLASS 0
 RV0011
 RV0011.The horizontal coordinates were scaled from a topographic map and have
 RV0011.an estimated accuracy of +/- 6 seconds.
 RV0011
 RV0011.The orthometric height was determined by differential leveling
 RV0011.and adjusted by the National Geodetic Survey in June 1991..
 RV0011
 RV0011.The geoid height was determined by GEOID03.
 RV0011
 RV0011.The dynamic height is computed by dividing the NAVD 88
 RV0011.geopotential number by the normal gravity value computed on the
 RV0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0011.degrees latitude (g = 980.6199 gals.).
 RV0011
 RV0011.The modeled gravity was interpolated from observed gravity values.
 RV0011
 RV0011;                    North         East    Units  Estimated Accuracy
 RV0011;SPC MT       -   283,650.      700,860.      MT  (+/- 180 meters Scaled)
 RV0011
 RV0011                          SUPERSEDED SURVEY CONTROL
 RV0011
 RV0011  NGVD 29 (??/??/92)  980.694  (m)         3217.49   (f) ADJ UNCH    2 0
 RV0011
 RV0011.Superseded values are not recommended for survey control.
 RV0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0011.See file dsdata.txt to determine how the superseded data were derived.
 RV0011
 RV0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS153862(NAD 83)
 RV0011_MARKER: DB = BENCH MARK DISK
 RV0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0011_STAMPING: A 130 1934
 RV0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0011+STABILITY: SURFACE MOTION
 RV0011
 RV0011  HISTORY     - Date     Condition        Report By
 RV0011  HISTORY     - 1934     MONUMENTED       CGS
 RV0011  HISTORY     - 1963     GOOD             USGS
 RV0011
 RV0011                          STATION DESCRIPTION
 RV0011
 RV0011'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RV0011'20.6 MI N FROM MUSSELSHELL.
 RV0011'ABOUT 20.6 MI. N. ALONG THE RD. TO WINNETT FROM THE R.R. STA. AT
 RV0011'MUSSELSHELL, MUSSELSHELL CO.  ABOUT 2.0 MI. N. OF THE OLD M.C. SITE AT
 RV0011'KELLEY, AND AT THE TOP OF A SMALL HILL.  1000 FEET NORTH OF A GROUP OF
 RV0011'TREES AND 25 FEET EAST OF THE CTR. LINE OF THE ROAD.  A STD. TABLET
 RV0011'SET IN THE TOP OF A CONCRETE POST 1.0 FEET HIGHER THAN THE RD. AND
 RV0011'STAMPED-- A 130 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0114 ***********************************************************************
 SR0114  DESIGNATION -  A 131 RESET
 SR0114  PID         -  SR0114
 SR0114  STATE/COUNTY-  MT/FERGUS
 SR0114  USGS QUAD   -  ROY (1985)
 SR0114
 SR0114                         *CURRENT SURVEY CONTROL
 SR0114  ___________________________________________________________________
 SR0114* NAD 83(1986)-  47 19 51.     (N)    108 57 21.     (W)     SCALED    
 SR0114* NAVD 88     -      1066.006  (meters)    3497.39   (feet)  ADJUSTED  
 SR0114  ___________________________________________________________________
 SR0114  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SR0114  DYNAMIC HT  -        1065.947 (meters)    3497.19  (feet)  COMP
 SR0114  MODELED GRAV-     980,519.9   (mgal)                       NAVD 88
 SR0114
 SR0114  VERT ORDER  -  SECOND    CLASS 0
 SR0114
 SR0114.The horizontal coordinates were scaled from a topographic map and have
 SR0114.an estimated accuracy of +/- 6 seconds.
 SR0114
 SR0114.The orthometric height was determined by differential leveling
 SR0114.and adjusted by the National Geodetic Survey in June 1991..
 SR0114
 SR0114.The geoid height was determined by GEOID03.
 SR0114
 SR0114.The dynamic height is computed by dividing the NAVD 88
 SR0114.geopotential number by the normal gravity value computed on the
 SR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0114.degrees latitude (g = 980.6199 gals.).
 SR0114
 SR0114.The modeled gravity was interpolated from observed gravity values.
 SR0114
 SR0114;                    North         East    Units  Estimated Accuracy
 SR0114;SPC MT       -   342,480.      641,110.      MT  (+/- 180 meters Scaled)
 SR0114
 SR0114                          SUPERSEDED SURVEY CONTROL
 SR0114
 SR0114  NGVD 29 (??/??/92) 1065.204  (m)         3494.76   (f) ADJ UNCH    2 0
 SR0114
 SR0114.Superseded values are not recommended for survey control.
 SR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0114.See file dsdata.txt to determine how the superseded data were derived.
 SR0114
 SR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT544439(NAD 83)
 SR0114_MARKER: DB = BENCH MARK DISK
 SR0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0114_SP_SET: BUILDING
 SR0114_STAMPING: A 131 1934
 SR0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0114
 SR0114  HISTORY     - Date     Condition        Report By
 SR0114  HISTORY     - 1946     MONUMENTED       CGS
 SR0114  HISTORY     - 1961     GOOD             NGS
 SR0114
 SR0114                          STATION DESCRIPTION
 SR0114
 SR0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0114'0.5 MI SE FROM ROY.
 SR0114'ABOUT 0.5 MILE SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0114'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, IN SECTION 7,
 SR0114'T 18 N, R 22 E, 131 FEET SOUTH OF THE CENTER LINE OF THE GRADED DIRT
 SR0114'ROAD LEADING TO GRASS RANGE, SET VERTICALLY IN THE NORTH BRICK FACE OF
 SR0114'THE ROY PUBLIC SCHOOL BUILDING, 1.8 FEET EAST OF THE NORTHWEST CORNER
 SR0114'OF THE BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 SR0114'NOTE-- THE SCHOOLHOUSE WAS TORN DOWN AND REBUILT IN 1946 AND THIS
 SR0114'BENCH MARK WAS RESET BUT THE STAMPING WAS NOT CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0799 ***********************************************************************
 SR0799  DESIGNATION -  A 132
 SR0799  PID         -  SR0799
 SR0799  STATE/COUNTY-  MT/FERGUS
 SR0799  USGS QUAD   -  HOOSAC (1978)
 SR0799
 SR0799                         *CURRENT SURVEY CONTROL
 SR0799  ___________________________________________________________________
 SR0799* NAD 83(1986)-  47 16 19.     (N)    109 47 14.     (W)     SCALED    
 SR0799* NAVD 88     -      1097.481  (meters)    3600.65   (feet)  ADJUSTED  
 SR0799  ___________________________________________________________________
 SR0799  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 SR0799  DYNAMIC HT  -        1097.389 (meters)    3600.35  (feet)  COMP
 SR0799  MODELED GRAV-     980,490.8   (mgal)                       NAVD 88
 SR0799
 SR0799  VERT ORDER  -  SECOND    CLASS 0
 SR0799
 SR0799.The horizontal coordinates were scaled from a topographic map and have
 SR0799.an estimated accuracy of +/- 6 seconds.
 SR0799
 SR0799.The orthometric height was determined by differential leveling
 SR0799.and adjusted by the National Geodetic Survey in June 1991..
 SR0799
 SR0799.The geoid height was determined by GEOID03.
 SR0799
 SR0799.The dynamic height is computed by dividing the NAVD 88
 SR0799.geopotential number by the normal gravity value computed on the
 SR0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0799.degrees latitude (g = 980.6199 gals.).
 SR0799
 SR0799.The modeled gravity was interpolated from observed gravity values.
 SR0799
 SR0799;                    North         East    Units  Estimated Accuracy
 SR0799;SPC MT       -   335,830.      578,280.      MT  (+/- 180 meters Scaled)
 SR0799
 SR0799                          SUPERSEDED SURVEY CONTROL
 SR0799
 SR0799  NGVD 29 (??/??/92) 1096.619  (m)         3597.82   (f) ADJ UNCH    2 0
 SR0799
 SR0799.Superseded values are not recommended for survey control.
 SR0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0799.See file dsdata.txt to determine how the superseded data were derived.
 SR0799
 SR0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT917360(NAD 83)
 SR0799_MARKER: DB = BENCH MARK DISK
 SR0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SR0799_SP_SET: BUTTRESS
 SR0799_STAMPING: A 132 1934
 SR0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0799
 SR0799  HISTORY     - Date     Condition        Report By
 SR0799  HISTORY     - 1934     MONUMENTED       CGS
 SR0799  HISTORY     - 1973     MARK NOT FOUND   USGS
 SR0799
 SR0799                          STATION DESCRIPTION
 SR0799
 SR0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0799'5.7 MI NW FROM DANVERS.
 SR0799'5.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SR0799'RAILROAD FROM DANVERS, ABOUT 0.2 MILE WEST OF MILEPOST 86, AT SAGE
 SR0799'CREEK TUNNEL 1, IN A CONCRETE BUTTRESS AT THE EAST PORTAL, AND 15 FEET
 SR0799'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 132
 SR0799'1934 AND SET VERTICALLY.  NOTE-- MARK SET IN PORTAL AT ENTRANCE TO
 SR0799'TUNNEL.  LAND SLIDES HAVE COVERED THE PORTAL AT THE LOCATION OF THE BM
 SR0799'SO THAT THE MONUMENT IS BURIED BENEATH 5 FT OF SOIL. RAILROAD
 SR0799'PERSONNEL INDICATE THAT THE SLIDE AREA MAY BE REPAIRED IN THE FUTURE,
 SR0799'AND THE MONUMENT UNCOVERED.
 SR0799
 SR0799                          STATION RECOVERY (1973)
 SR0799
 SR0799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SR0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0132 ***********************************************************************
 RV0132  DESIGNATION -  A 133
 RV0132  PID         -  RV0132
 RV0132  STATE/COUNTY-  MT/FERGUS
 RV0132  USGS QUAD   -  BECKET NE (1986)
 RV0132
 RV0132                         *CURRENT SURVEY CONTROL
 RV0132  ___________________________________________________________________
 RV0132* NAD 83(1986)-  46 59 51.     (N)    108 52 17.     (W)     SCALED    
 RV0132* NAVD 88     -      1106.616  (meters)    3630.62   (feet)  ADJUSTED  
 RV0132  ___________________________________________________________________
 RV0132  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RV0132  DYNAMIC HT  -        1106.506 (meters)    3630.26  (feet)  COMP
 RV0132  MODELED GRAV-     980,475.5   (mgal)                       NAVD 88
 RV0132
 RV0132  VERT ORDER  -  SECOND    CLASS 0
 RV0132
 RV0132.The horizontal coordinates were scaled from a topographic map and have
 RV0132.an estimated accuracy of +/- 6 seconds.
 RV0132
 RV0132.The orthometric height was determined by differential leveling
 RV0132.and adjusted by the National Geodetic Survey in June 1991..
 RV0132
 RV0132.The geoid height was determined by GEOID03.
 RV0132
 RV0132.The dynamic height is computed by dividing the NAVD 88
 RV0132.geopotential number by the normal gravity value computed on the
 RV0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0132.degrees latitude (g = 980.6199 gals.).
 RV0132
 RV0132.The modeled gravity was interpolated from observed gravity values.
 RV0132
 RV0132;                    North         East    Units  Estimated Accuracy
 RV0132;SPC MT       -   305,490.      647,780.      MT  (+/- 180 meters Scaled)
 RV0132
 RV0132                          SUPERSEDED SURVEY CONTROL
 RV0132
 RV0132  NGVD 29 (??/??/92) 1105.784  (m)         3627.89   (f) ADJ UNCH    2 0
 RV0132
 RV0132.Superseded values are not recommended for survey control.
 RV0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0132.See file dsdata.txt to determine how the superseded data were derived.
 RV0132
 RV0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT618070(NAD 83)
 RV0132_MARKER: DB = BENCH MARK DISK
 RV0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0132_STAMPING: A 133 1934
 RV0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0132+STABILITY: SURFACE MOTION
 RV0132
 RV0132  HISTORY     - Date     Condition        Report By
 RV0132  HISTORY     - 1934     MONUMENTED       CGS
 RV0132  HISTORY     - 1961     MARK NOT FOUND   NGS
 RV0132
 RV0132                          STATION DESCRIPTION
 RV0132
 RV0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0132'4.0 MI SW FROM GRASS RANGE.
 RV0132'4.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0132'RAILROAD FROM THE STATION AT GRASS RANGE, FERGUS COUNTY, 80 FEET
 RV0132'NORTHEAST OF MILEPOST 32, 40 FEET SOUTHEAST OF THE CENTERLINE OF THE
 RV0132'TRACK, AND 5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 RV0132'DISK, STAMPED A 133 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RV0132'THE TOP PORTION OF A BROKEN POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0440 ***********************************************************************
 SR0440  DESIGNATION -  A 134
 SR0440  PID         -  SR0440
 SR0440  STATE/COUNTY-  MT/FERGUS
 SR0440  USGS QUAD   -  ARMELLS (1985)
 SR0440
 SR0440                         *CURRENT SURVEY CONTROL
 SR0440  ___________________________________________________________________
 SR0440* NAD 83(1986)-  47 19 24.     (N)    109 11 23.     (W)     SCALED    
 SR0440* NAVD 88     -      1141.486  (meters)    3745.03   (feet)  ADJUSTED  
 SR0440  ___________________________________________________________________
 SR0440  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 SR0440  DYNAMIC HT  -        1141.397 (meters)    3744.73  (feet)  COMP
 SR0440  MODELED GRAV-     980,494.9   (mgal)                       NAVD 88
 SR0440
 SR0440  VERT ORDER  -  SECOND    CLASS 0
 SR0440
 SR0440.The horizontal coordinates were scaled from a topographic map and have
 SR0440.an estimated accuracy of +/- 6 seconds.
 SR0440
 SR0440.The orthometric height was determined by differential leveling
 SR0440.and adjusted by the National Geodetic Survey in June 1991..
 SR0440
 SR0440.The geoid height was determined by GEOID03.
 SR0440
 SR0440.The dynamic height is computed by dividing the NAVD 88
 SR0440.geopotential number by the normal gravity value computed on the
 SR0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0440.degrees latitude (g = 980.6199 gals.).
 SR0440
 SR0440.The modeled gravity was interpolated from observed gravity values.
 SR0440
 SR0440;                    North         East    Units  Estimated Accuracy
 SR0440;SPC MT       -   341,550.      623,440.      MT  (+/- 180 meters Scaled)
 SR0440
 SR0440                          SUPERSEDED SURVEY CONTROL
 SR0440
 SR0440  NGVD 29 (??/??/92) 1140.650  (m)         3742.28   (f) ADJ UNCH    2 0
 SR0440
 SR0440.Superseded values are not recommended for survey control.
 SR0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0440.See file dsdata.txt to determine how the superseded data were derived.
 SR0440
 SR0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT367426(NAD 83)
 SR0440_MARKER: DB = BENCH MARK DISK
 SR0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0440_SP_SET: FOUNDATION
 SR0440_STAMPING: A 134 1934
 SR0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0440
 SR0440  HISTORY     - Date     Condition        Report By
 SR0440  HISTORY     - 1934     MONUMENTED       CGS
 SR0440  HISTORY     - 1961     GOOD             NGS
 SR0440  HISTORY     - 1979     GOOD             USGS
 SR0440
 SR0440                          STATION DESCRIPTION
 SR0440
 SR0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0440'IN ARMELLS.
 SR0440'AT ARMELLS, 212 FEET SOUTHEAST OF THE STATION SIGN ALONG THE CHICAGO,
 SR0440'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, ABOUT 0.5 MILE NORTHWEST OF
 SR0440'A GROUP OF RANCH BUILDINGS, 0.15 MILE NORTHWEST OF A DIRT ROAD
 SR0440'CROSSING, SET IN THE CENTER OF THE TOP OF THE MOST SOUTHWESTERLY OF 8
 SR0440'CONCRETE FOUNDATION BLOCKS FOR AN ABANDONED WATER TANK, 48 FEET
 SR0440'NORTHEAST OF AND ACROSS THE TRACK FROM A LARGE STOCK PEN, 11 FEET
 SR0440'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF THE MAIN TRACK, ABOUT 2
 SR0440'1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE
 SR0440'LEVEL OF THE TRACK.
 SR0440
 SR0440                          STATION RECOVERY (1979)
 SR0440
 SR0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0440'AT ARMELLS STOCKPENS, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0440'PACIFIC RR GRADE, ABOUT .5 MILE NORTHWEST OF A GROUP OF RANCH
 SR0440'BUILDINGS, .15 MILE NORTHWEST OF A DIRT ROAD CROSSING, SET IN THE
 SR0440'CENTER OF THE TOP OF THE MOST SOUTHWESTERLY OF 8 FOUNDATION BLOCKS
 SR0440'FOR AN ABANDONED WATER TANK, 48 FEET NORTHWEST OF AND ACROSS THE
 SR0440'TRACK FROM A LARGE STOCK PEN, 13 FEET NORTH-NORTHEAST OF THE
 SR0440'CENTERLINE OF THE RR GRADE, 2.5 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0161 ***********************************************************************
 RW0161  DESIGNATION -  A 136
 RW0161  PID         -  RW0161
 RW0161  STATE/COUNTY-  MT/MEAGHER
 RW0161  USGS QUAD   -  WATSON (1966)
 RW0161
 RW0161                         *CURRENT SURVEY CONTROL
 RW0161  ___________________________________________________________________
 RW0161* NAD 83(1986)-  46 42 47.     (N)    111 15 27.     (W)     SCALED    
 RW0161* NAVD 88     -      1487.542  (meters)    4880.38   (feet)  ADJUSTED  
 RW0161  ___________________________________________________________________
 RW0161  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RW0161  DYNAMIC HT  -        1487.207 (meters)    4879.28  (feet)  COMP
 RW0161  MODELED GRAV-     980,335.8   (mgal)                       NAVD 88
 RW0161
 RW0161  VERT ORDER  -  SECOND    CLASS 0
 RW0161
 RW0161.The horizontal coordinates were scaled from a topographic map and have
 RW0161.an estimated accuracy of +/- 6 seconds.
 RW0161
 RW0161.The orthometric height was determined by differential leveling
 RW0161.and adjusted by the National Geodetic Survey in June 1991..
 RW0161
 RW0161.The geoid height was determined by GEOID03.
 RW0161
 RW0161.The dynamic height is computed by dividing the NAVD 88
 RW0161.geopotential number by the normal gravity value computed on the
 RW0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0161.degrees latitude (g = 980.6199 gals.).
 RW0161
 RW0161.The modeled gravity was interpolated from observed gravity values.
 RW0161
 RW0161;                    North         East    Units  Estimated Accuracy
 RW0161;SPC MT       -   275,200.      465,710.      MT  (+/- 180 meters Scaled)
 RW0161
 RW0161                          SUPERSEDED SURVEY CONTROL
 RW0161
 RW0161  NGVD 29 (??/??/92) 1486.512  (m)         4877.00   (f) ADJ UNCH    2 0
 RW0161
 RW0161.Superseded values are not recommended for survey control.
 RW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0161.See file dsdata.txt to determine how the superseded data were derived.
 RW0161
 RW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS803733(NAD 83)
 RW0161_MARKER: DB = BENCH MARK DISK
 RW0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0161_STAMPING: A 136 1934
 RW0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0161+STABILITY: SURFACE MOTION
 RW0161
 RW0161  HISTORY     - Date     Condition        Report By
 RW0161  HISTORY     - 1934     MONUMENTED       CGS
 RW0161  HISTORY     - 1966     MARK NOT FOUND   USGS
 RW0161
 RW0161                          STATION DESCRIPTION
 RW0161
 RW0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0161'4.4 MI NW FROM FORT LOGAN.
 RW0161'4.4 MILES WEST ALONG THE WATSON ROAD FROM FORT LOGAN MEAGHER COUNTY,
 RW0161'THENCE 2.0 MILES NORTHWEST ALONG THE LINGSHIRE ROAD.  0.1 MILE
 RW0161'NORTHWEST OF A CURVE IN THE ROAD, 27 FEET NORTHEAST OF THE CENTERLINE
 RW0161'OF THE ROAD, AND 8 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 RW0161'STANDARD DISK, STAMPED A 136 1934 AND SET IN THE TOP OF A CONCRETE
 RW0161'POST.
 RW0161
 RW0161                          STATION RECOVERY (1966)
 RW0161
 RW0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RW0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0758 ***********************************************************************
 SS0758  DESIGNATION -  A 137
 SS0758  PID         -  SS0758
 SS0758  STATE/COUNTY-  MT/CASCADE
 SS0758  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0758
 SS0758                         *CURRENT SURVEY CONTROL
 SS0758  ___________________________________________________________________
 SS0758* NAD 83(1986)-  47 12 40.     (N)    111 24 47.     (W)     SCALED    
 SS0758* NAVD 88     -      1072.623  (meters)    3519.10   (feet)  ADJUSTED  
 SS0758  ___________________________________________________________________
 SS0758  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 SS0758  DYNAMIC HT  -        1072.489 (meters)    3518.66  (feet)  COMP
 SS0758  MODELED GRAV-     980,452.4   (mgal)                       NAVD 88
 SS0758
 SS0758  VERT ORDER  -  SECOND    CLASS 0
 SS0758
 SS0758.The horizontal coordinates were scaled from a topographic map and have
 SS0758.an estimated accuracy of +/- 6 seconds.
 SS0758
 SS0758.The orthometric height was determined by differential leveling
 SS0758.and adjusted by the National Geodetic Survey in June 1991..
 SS0758
 SS0758.The geoid height was determined by GEOID03.
 SS0758
 SS0758.The dynamic height is computed by dividing the NAVD 88
 SS0758.geopotential number by the normal gravity value computed on the
 SS0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0758.degrees latitude (g = 980.6199 gals.).
 SS0758
 SS0758.The modeled gravity was interpolated from observed gravity values.
 SS0758
 SS0758;                    North         East    Units  Estimated Accuracy
 SS0758;SPC MT       -   330,800.      455,180.      MT  (+/- 180 meters Scaled)
 SS0758
 SS0758                          SUPERSEDED SURVEY CONTROL
 SS0758
 SS0758  NGVD 29 (??/??/92) 1071.673  (m)         3515.98   (f) ADJ UNCH    2 0
 SS0758
 SS0758.Superseded values are not recommended for survey control.
 SS0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0758.See file dsdata.txt to determine how the superseded data were derived.
 SS0758
 SS0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT687287(NAD 83)
 SS0758_MARKER: DB = BENCH MARK DISK
 SS0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0758_STAMPING: A 137 1934
 SS0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0758+STABILITY: SURFACE MOTION
 SS0758
 SS0758  HISTORY     - Date     Condition        Report By
 SS0758  HISTORY     - 1934     MONUMENTED       CGS
 SS0758  HISTORY     - 1961     GOOD             NGS
 SS0758
 SS0758                          STATION DESCRIPTION
 SS0758
 SS0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0758'IN SPANISH COULEE SCHOOL.
 SS0758'AT SPANISH COULEE SCHOOL, 45 1/2 FEET WEST OF THE NORTHWEST CORNER OF
 SS0758'THE SCHOOL BUILDING, 31 FEET EAST OF THE CENTER LINE OF A COUNTY ROAD,
 SS0758'12 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY EAST INTO SCHOOL YARD,
 SS0758'4 FEET SOUTHEAST OF A POWER LINE POLE WITH A METER, 2.0 FEET EAST OF A
 SS0758'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SS0758'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0612 ***********************************************************************
 PY0612  DESIGNATION -  A 138
 PY0612  PID         -  PY0612
 PY0612  STATE/COUNTY-  MT/BEAVERHEAD
 PY0612  USGS QUAD   -  SLIDE MOUNTAIN (1988)
 PY0612
 PY0612                         *CURRENT SURVEY CONTROL
 PY0612  ___________________________________________________________________
 PY0612* NAD 83(1986)-  44 36 43.     (N)    111 52 21.     (W)     SCALED    
 PY0612* NAVD 88     -      2054.61   (+/-2cm)    6740.8    (feet)  VERTCON   
 PY0612  ___________________________________________________________________
 PY0612  GEOID HEIGHT-          -9.27  (meters)                     GEOID03
 PY0612
 PY0612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 PY0612
 PY0612.The horizontal coordinates were scaled from a topographic map and have
 PY0612.an estimated accuracy of +/- 6 seconds.
 PY0612
 PY0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0612.The vertical order pertains to the NGVD 29 superseded value.
 PY0612
 PY0612.The geoid height was determined by GEOID03.
 PY0612
 PY0612;                    North         East    Units  Estimated Accuracy
 PY0612;SPC MT       -    43,090.      411,660.      MT  (+/- 180 meters Scaled)
 PY0612
 PY0612                          SUPERSEDED SURVEY CONTROL
 PY0612
 PY0612  NGVD 29 (??/??/92) 2053.266  (m)         6736.42   (f) ADJ UNCH    2 0
 PY0612
 PY0612.Superseded values are not recommended for survey control.
 PY0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0612.See file dsdata.txt to determine how the superseded data were derived.
 PY0612
 PY0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ307402(NAD 83)
 PY0612_MARKER: DB = BENCH MARK DISK
 PY0612_SETTING: 66 = SET IN ROCK OUTCROP
 PY0612_SP_SET: ROCK OUTCROP
 PY0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0612+STABILITY: POSITION/ELEVATION WELL
 PY0612
 PY0612  HISTORY     - Date     Condition        Report By
 PY0612  HISTORY     - UNK      MONUMENTED       CGS
 PY0612  HISTORY     - 1964     MARK NOT FOUND   NGS
 PY0612  HISTORY     - 19861014 MARK NOT FOUND   USPSQD
 PY0612
 PY0612                          STATION DESCRIPTION
 PY0612
 PY0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0612'3.5 MI NW FROM LAKEVIEW.
 PY0612'3.5 MILES WEST ALONG THE ROAD LEADING TO MONIDA FROM LAKEVIEW,
 PY0612'BEAVERHEAD COUNTY, AT A WHITE-PAINTED ROCK PYRAMID, 40 FEET NORTH OF
 PY0612'THE CENTERLINE OF THE ROAD, 18 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 PY0612'AND IN THE TOP OF A ROCK OUTCROP.
 PY0612
 PY0612                          STATION RECOVERY (1986)
 PY0612
 PY0612'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDG)
 PY0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0549 ***********************************************************************
 QX0549  DESIGNATION -  A 139
 QX0549  PID         -  QX0549
 QX0549  STATE/COUNTY-  MT/MADISON
 QX0549  USGS QUAD   -  BUCKS NEST (1988)
 QX0549
 QX0549                         *CURRENT SURVEY CONTROL
 QX0549  ___________________________________________________________________
 QX0549* NAD 83(1986)-  45 00 26.     (N)    111 38 57.     (W)     SCALED    
 QX0549* NAVD 88     -      1779.72   (+/-2cm)    5839.0    (feet)  VERTCON   
 QX0549  ___________________________________________________________________
 QX0549  GEOID HEIGHT-          -9.39  (meters)                     GEOID03
 QX0549
 QX0549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 QX0549
 QX0549.The horizontal coordinates were scaled from a topographic map and have
 QX0549.an estimated accuracy of +/- 6 seconds.
 QX0549
 QX0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0549.The vertical order pertains to the NGVD 29 superseded value.
 QX0549
 QX0549.The geoid height was determined by GEOID03.
 QX0549
 QX0549;                    North         East    Units  Estimated Accuracy
 QX0549;SPC MT       -    86,490.      430,590.      MT  (+/- 180 meters Scaled)
 QX0549
 QX0549                          SUPERSEDED SURVEY CONTROL
 QX0549
 QX0549  NGVD 29 (??/??/92) 1778.489  (m)         5834.93   (f) ADJ UNCH    2 0
 QX0549
 QX0549.Superseded values are not recommended for survey control.
 QX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0549.See file dsdata.txt to determine how the superseded data were derived.
 QX0549
 QX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ488839(NAD 83)
 QX0549_MARKER: DB = BENCH MARK DISK
 QX0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0549_SP_SET: CULVERT
 QX0549_STAMPING: A 139 1934
 QX0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0549
 QX0549  HISTORY     - Date     Condition        Report By
 QX0549  HISTORY     - 1934     MONUMENTED       CGS
 QX0549  HISTORY     - 1959     MARK NOT FOUND   NGS
 QX0549
 QX0549                          STATION DESCRIPTION
 QX0549
 QX0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QX0549'24.7 MI S FROM JEFFERS.
 QX0549'24.7 MILES SOUTH ALONG STATE HIGHWAY 1 FROM JEFFERS, MADISON COUNTY,
 QX0549'AT THE TOP OF A LONG STEEP GRADE FROM THE SOUTH, NEAR A T-ROAD LEADING
 QX0549'EAST, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 QX0549'CONCRETE HEADWALL, AND 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 QX0549'A STANDARD DISK, STAMPED A 139 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0304 ***********************************************************************
 SS0304  DESIGNATION -  A 140
 SS0304  PID         -  SS0304
 SS0304  STATE/COUNTY-  MT/CASCADE
 SS0304  USGS QUAD   -  MONARCH (1995)
 SS0304
 SS0304                         *CURRENT SURVEY CONTROL
 SS0304  ___________________________________________________________________
 SS0304* NAD 83(1986)-  47 01 47.     (N)    110 46 46.     (W)     SCALED    
 SS0304* NAVD 88     -      1503.443  (meters)    4932.55   (feet)  ADJUSTED  
 SS0304  ___________________________________________________________________
 SS0304  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 SS0304  DYNAMIC HT  -        1503.126 (meters)    4931.51  (feet)  COMP
 SS0304  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 SS0304
 SS0304  VERT ORDER  -  SECOND    CLASS 0
 SS0304
 SS0304.The horizontal coordinates were scaled from a topographic map and have
 SS0304.an estimated accuracy of +/- 6 seconds.
 SS0304
 SS0304.The orthometric height was determined by differential leveling
 SS0304.and adjusted by the National Geodetic Survey in June 1991..
 SS0304
 SS0304.The geoid height was determined by GEOID03.
 SS0304
 SS0304.The dynamic height is computed by dividing the NAVD 88
 SS0304.geopotential number by the normal gravity value computed on the
 SS0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0304.degrees latitude (g = 980.6199 gals.).
 SS0304
 SS0304.The modeled gravity was interpolated from observed gravity values.
 SS0304
 SS0304;                    North         East    Units  Estimated Accuracy
 SS0304;SPC MT       -   309,670.      502,810.      MT  (+/- 180 meters Scaled)
 SS0304
 SS0304                          SUPERSEDED SURVEY CONTROL
 SS0304
 SS0304  NGVD 29 (??/??/92) 1502.406  (m)         4929.14   (f) ADJ UNCH    2 0
 SS0304
 SS0304.Superseded values are not recommended for survey control.
 SS0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0304.See file dsdata.txt to determine how the superseded data were derived.
 SS0304
 SS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT167084(NAD 83)
 SS0304_MARKER: DB = BENCH MARK DISK
 SS0304_SETTING: 66 = SET IN ROCK OUTCROP
 SS0304_SP_SET: GRANITE BLOCK
 SS0304_STAMPING: A 140 1934
 SS0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0304+STABILITY: POSITION/ELEVATION WELL
 SS0304
 SS0304  HISTORY     - Date     Condition        Report By
 SS0304  HISTORY     - 1934     MONUMENTED       CGS
 SS0304  HISTORY     - 1961     MARK NOT FOUND   NGS
 SS0304  HISTORY     - 1967     MARK NOT FOUND   USGS
 SS0304
 SS0304                          STATION DESCRIPTION
 SS0304
 SS0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0304'5.8 MI SE FROM MONARCH.
 SS0304'5.8 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM MONARCH,
 SS0304'CASCADE COUNTY, 150 FEET NORTHWEST OF A STOCK PEN, 35 FEET NORTHEAST
 SS0304'OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A LARGE GRANITE
 SS0304'BLOCK.  A STANDARD DISK, STAMPED A 140 1934.
 SS0304
 SS0304                          STATION RECOVERY (1967)
 SS0304
 SS0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SS0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0573 ***********************************************************************
 RX0573  DESIGNATION -  A 142
 RX0573  PID         -  RX0573
 RX0573  STATE/COUNTY-  MT/POWELL
 RX0573  USGS QUAD   -  BROWNS LAKE (1965)
 RX0573
 RX0573                         *CURRENT SURVEY CONTROL
 RX0573  ___________________________________________________________________
 RX0573* NAD 83(1986)-  46 55 06.     (N)    113 03 35.     (W)     SCALED    
 RX0573* NAVD 88     -      1316.642  (meters)    4319.68   (feet)  ADJUSTED  
 RX0573  ___________________________________________________________________
 RX0573  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 RX0573  DYNAMIC HT  -        1316.365 (meters)    4318.77  (feet)  COMP
 RX0573  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 RX0573
 RX0573  VERT ORDER  -  SECOND    CLASS 0
 RX0573
 RX0573.The horizontal coordinates were scaled from a topographic map and have
 RX0573.an estimated accuracy of +/- 6 seconds.
 RX0573
 RX0573.The orthometric height was determined by differential leveling
 RX0573.and adjusted by the National Geodetic Survey in June 1991..
 RX0573
 RX0573.The geoid height was determined by GEOID03.
 RX0573
 RX0573.The dynamic height is computed by dividing the NAVD 88
 RX0573.geopotential number by the normal gravity value computed on the
 RX0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0573.degrees latitude (g = 980.6199 gals.).
 RX0573
 RX0573.The modeled gravity was interpolated from observed gravity values.
 RX0573
 RX0573;                    North         East    Units  Estimated Accuracy
 RX0573;SPC MT       -   302,660.      329,110.      MT  (+/- 180 meters Scaled)
 RX0573
 RX0573                          SUPERSEDED SURVEY CONTROL
 RX0573
 RX0573  NGVD 29 (??/??/92) 1315.522  (m)         4316.01   (f) ADJ UNCH    2 0
 RX0573
 RX0573.Superseded values are not recommended for survey control.
 RX0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0573.See file dsdata.txt to determine how the superseded data were derived.
 RX0573
 RX0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS431981(NAD 83)
 RX0573_MARKER: DB = BENCH MARK DISK
 RX0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0573_STAMPING: A 142 1934
 RX0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0573+STABILITY: SURFACE MOTION
 RX0573
 RX0573  HISTORY     - Date     Condition        Report By
 RX0573  HISTORY     - 1934     MONUMENTED       CGS
 RX0573  HISTORY     - 1962     MARK NOT FOUND   USGS
 RX0573
 RX0573                          STATION DESCRIPTION
 RX0573
 RX0573'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX0573'7.9 MI NW FROM HELMVILLE.
 RX0573'7.9 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM HELMVILLE, POWELL
 RX0573'COUNTY, 110 YARDS SOUTH OF A LARGE BROWN FARMHOUSE, 80 YARDS SOUTH OF
 RX0573'A SIDE ROAD LEADING EAST TO LINCOLN, 30 FEET EAST OF THE CENTERLINE OF
 RX0573'THE HIGHWAY, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 RX0573'DISK, STAMPED A 142 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RX0573'THE ROAD HAS BEEN WIDENED IN THIS AREA, AND IT IS PROBABLE THAT THE
 RX0573'MARK WAS KNOCKED OUT DURING THE WIDENING PROCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0066 ***********************************************************************
 QY0066  DESIGNATION -  A 143
 QY0066  PID         -  QY0066
 QY0066  STATE/COUNTY-  MT/MADISON
 QY0066  USGS QUAD   -  WATERLOO (1996)
 QY0066
 QY0066                         *CURRENT SURVEY CONTROL
 QY0066  ___________________________________________________________________
 QY0066* NAD 83(1986)-  45 41 56.     (N)    112 13 54.     (W)     SCALED    
 QY0066* NAVD 88     -      1368.360  (meters)    4489.36   (feet)  ADJUSTED  
 QY0066  ___________________________________________________________________
 QY0066  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 QY0066  DYNAMIC HT  -        1367.861 (meters)    4487.72  (feet)  COMP
 QY0066  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 QY0066
 QY0066  VERT ORDER  -  SECOND    CLASS 0
 QY0066
 QY0066.The horizontal coordinates were scaled from a topographic map and have
 QY0066.an estimated accuracy of +/- 6 seconds.
 QY0066
 QY0066.The orthometric height was determined by differential leveling
 QY0066.and adjusted by the National Geodetic Survey in June 1991..
 QY0066
 QY0066.The geoid height was determined by GEOID03.
 QY0066
 QY0066.The dynamic height is computed by dividing the NAVD 88
 QY0066.geopotential number by the normal gravity value computed on the
 QY0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0066.degrees latitude (g = 980.6199 gals.).
 QY0066
 QY0066.The modeled gravity was interpolated from observed gravity values.
 QY0066
 QY0066;                    North         East    Units  Estimated Accuracy
 QY0066;SPC MT       -   164,730.      387,370.      MT  (+/- 180 meters Scaled)
 QY0066
 QY0066                          SUPERSEDED SURVEY CONTROL
 QY0066
 QY0066  NGVD 29 (??/??/92) 1367.208  (m)         4485.58   (f) ADJ UNCH    2 0
 QY0066
 QY0066.Superseded values are not recommended for survey control.
 QY0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0066.See file dsdata.txt to determine how the superseded data were derived.
 QY0066
 QY0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR041613(NAD 83)
 QY0066_MARKER: DB = BENCH MARK DISK
 QY0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0066_STAMPING: A 143 1934
 QY0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0066+STABILITY: SURFACE MOTION
 QY0066
 QY0066  HISTORY     - Date     Condition        Report By
 QY0066  HISTORY     - 1934     MONUMENTED       CGS
 QY0066  HISTORY     - 19870602 MARK NOT FOUND   USPSQD
 QY0066
 QY0066                          STATION DESCRIPTION
 QY0066
 QY0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0066'2.4 MI S FROM WATERLOO.
 QY0066'2.4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WATERLOO, 39
 QY0066'FEET WEST OF MILEPOST 14, 49 FEET WEST OF THE TRACK, AND 5 FEET EAST
 QY0066'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 143 1934 AND
 QY0066'SET IN THE TOP OF A CONCRETE POST.
 QY0066
 QY0066                          STATION RECOVERY (1987)
 QY0066
 QY0066'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGH)
 QY0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0373 ***********************************************************************
 PY0373  DESIGNATION -  A 144
 PY0373  PID         -  PY0373
 PY0373  STATE/COUNTY-  MT/GALLATIN
 PY0373  USGS QUAD   -  MADISON ARM (1986)
 PY0373
 PY0373                         *CURRENT SURVEY CONTROL
 PY0373  ___________________________________________________________________
 PY0373* NAD 83(1986)-  44 38 53.     (N)    111 08 55.     (W)     SCALED    
 PY0373* NAVD 88     -      2024.833  (meters)    6643.14   (feet)  POSTED    
 PY0373  ___________________________________________________________________
 PY0373  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0373  DYNAMIC HT  -        2023.690 (meters)    6639.39  (feet)  COMP
 PY0373  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 PY0373
 PY0373  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0373
 PY0373.The horizontal coordinates were scaled from a topographic map and have
 PY0373.an estimated accuracy of +/- 6 seconds.
 PY0373
 PY0373.The orthometric height was determined by differential leveling
 PY0373.and adjusted by the National Geodetic Survey in 1992..
 PY0373.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0373.rate of 4.1 thru 8.0 mm/km.
 PY0373
 PY0373.The geoid height was determined by GEOID03.
 PY0373
 PY0373.The dynamic height is computed by dividing the NAVD 88
 PY0373.geopotential number by the normal gravity value computed on the
 PY0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0373.degrees latitude (g = 980.6199 gals.).
 PY0373
 PY0373.The modeled gravity was interpolated from observed gravity values.
 PY0373
 PY0373;                    North         East    Units  Estimated Accuracy
 PY0373;SPC MT       -    45,630.      469,200.      MT  (+/- 180 meters Scaled)
 PY0373
 PY0373                          SUPERSEDED SURVEY CONTROL
 PY0373
 PY0373  NGVD 29 (??/??/92) 2023.331  (m)         6638.21   (f) ADJ UNCH    1 2
 PY0373
 PY0373.Superseded values are not recommended for survey control.
 PY0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0373.See file dsdata.txt to determine how the superseded data were derived.
 PY0373
 PY0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ882438(NAD 83)
 PY0373_MARKER: DB = BENCH MARK DISK
 PY0373_SETTING: 66 = SET IN ROCK OUTCROP
 PY0373_SP_SET: ROCK LEDGE
 PY0373_STAMPING: A 144 1959
 PY0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0373+STABILITY: POSITION/ELEVATION WELL
 PY0373
 PY0373  HISTORY     - Date     Condition        Report By
 PY0373  HISTORY     - 1959     MONUMENTED       CGS
 PY0373  HISTORY     - 1960     GOOD             NGS
 PY0373
 PY0373                          STATION DESCRIPTION
 PY0373
 PY0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0373'3.3 MI SW FROM WEST YELLOWSTONE.
 PY0373'3.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0373'AT WEST YELLOWSTONE, IN R5E T14S S5, 113 FEET WEST AND ACROSS THE
 PY0373'TRACK FROM THE FIRST POLE NORTHWEST OF MILEPOLE 104, SET VERTICALLY IN
 PY0373'THE NORTHEAST FACE OF A ROCK LEDGE, 23.1 FEET SOUTHWEST OF THE
 PY0373'SOUTHWEST RAIL, 5 RAILS SOUTHEAST OF THE SOUTHEAST END OF A SHORT
 PY0373'NORTHWEST-SOUTHEAST TANGENT, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0449 ***********************************************************************
 QX0449  DESIGNATION -  A 145
 QX0449  PID         -  QX0449
 QX0449  STATE/COUNTY-  MT/GALLATIN
 QX0449  USGS QUAD   -  SAPPINGTON (1987)
 QX0449
 QX0449                         *CURRENT SURVEY CONTROL
 QX0449  ___________________________________________________________________
 QX0449* NAD 83(1986)-  45 47 26.     (N)    111 47 27.     (W)     SCALED    
 QX0449* NAVD 88     -      1280.820  (meters)    4202.16   (feet)  ADJUSTED  
 QX0449  ___________________________________________________________________
 QX0449  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 QX0449  DYNAMIC HT  -        1280.445 (meters)    4200.93  (feet)  COMP
 QX0449  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 QX0449
 QX0449  VERT ORDER  -  FIRST     CLASS II
 QX0449
 QX0449.The horizontal coordinates were scaled from a topographic map and have
 QX0449.an estimated accuracy of +/- 6 seconds.
 QX0449
 QX0449.The orthometric height was determined by differential leveling
 QX0449.and adjusted by the National Geodetic Survey in June 1991..
 QX0449
 QX0449.The geoid height was determined by GEOID03.
 QX0449
 QX0449.The dynamic height is computed by dividing the NAVD 88
 QX0449.geopotential number by the normal gravity value computed on the
 QX0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0449.degrees latitude (g = 980.6199 gals.).
 QX0449
 QX0449.The modeled gravity was interpolated from observed gravity values.
 QX0449
 QX0449;                    North         East    Units  Estimated Accuracy
 QX0449;SPC MT       -   173,810.      421,970.      MT  (+/- 180 meters Scaled)
 QX0449
 QX0449                          SUPERSEDED SURVEY CONTROL
 QX0449
 QX0449  NGVD 29 (??/??/92) 1279.764  (m)         4198.69   (f) ADJ UNCH    1 2
 QX0449
 QX0449.Superseded values are not recommended for survey control.
 QX0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0449.See file dsdata.txt to determine how the superseded data were derived.
 QX0449
 QX0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR385710(NAD 83)
 QX0449_MARKER: DB = BENCH MARK DISK
 QX0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0449_STAMPING: A 145 1959
 QX0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0449+STABILITY: SURFACE MOTION
 QX0449
 QX0449  HISTORY     - Date     Condition        Report By
 QX0449  HISTORY     - 1959     MONUMENTED       CGS
 QX0449
 QX0449                          STATION DESCRIPTION
 QX0449
 QX0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0449'1.1 MI W FROM SAPPINGTON.
 QX0449'ABOUT 1.1 MILES WEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0449'RAILROAD FROM THE STATION AT SAPPINGTON, IN SECTION 36, T 1 S, R 1 W,
 QX0449'55 FEET SOUTH OF MILEPOST 1, AT THE FOOT OF A STEEP HILL, 42 FEET
 QX0449'SOUTH OF THE SOUTH RAIL, 17 FEET NORTH OF THE CENTER LINE OF A TRACK
 QX0449'ROAD, 5 FEET NORTH OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE
 QX0449'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0348 ***********************************************************************
 QX0348  DESIGNATION -  A 146
 QX0348  PID         -  QX0348
 QX0348  STATE/COUNTY-  MT/MADISON
 QX0348  USGS QUAD   -  ENNIS (1988)
 QX0348
 QX0348                         *CURRENT SURVEY CONTROL
 QX0348  ___________________________________________________________________
 QX0348* NAD 83(1986)-  45 20 46.     (N)    111 43 15.     (W)     SCALED    
 QX0348* NAVD 88     -      1508.099  (meters)    4947.82   (feet)  ADJUSTED  
 QX0348  ___________________________________________________________________
 QX0348  GEOID HEIGHT-         -10.26  (meters)                     GEOID03
 QX0348  DYNAMIC HT  -        1507.498 (meters)    4945.85  (feet)  COMP
 QX0348  MODELED GRAV-     980,165.3   (mgal)                       NAVD 88
 QX0348
 QX0348  VERT ORDER  -  FIRST     CLASS II
 QX0348
 QX0348.The horizontal coordinates were scaled from a topographic map and have
 QX0348.an estimated accuracy of +/- 6 seconds.
 QX0348
 QX0348.The orthometric height was determined by differential leveling
 QX0348.and adjusted by the National Geodetic Survey in June 1991..
 QX0348.WARNING-Repeat measurements at this control monument indicate possible
 QX0348.vertical movement.
 QX0348
 QX0348.The geoid height was determined by GEOID03.
 QX0348
 QX0348.The dynamic height is computed by dividing the NAVD 88
 QX0348.geopotential number by the normal gravity value computed on the
 QX0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0348.degrees latitude (g = 980.6199 gals.).
 QX0348
 QX0348.The modeled gravity was interpolated from observed gravity values.
 QX0348
 QX0348;                    North         East    Units  Estimated Accuracy
 QX0348;SPC MT       -   124,290.      426,010.      MT  (+/- 180 meters Scaled)
 QX0348
 QX0348                          SUPERSEDED SURVEY CONTROL
 QX0348
 QX0348  NGVD 29 (08/20/92) 1506.951  (m)         4944.06   (f) ADJUSTED    1 2
 QX0348
 QX0348.Superseded values are not recommended for survey control.
 QX0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0348.See file dsdata.txt to determine how the superseded data were derived.
 QX0348
 QX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR435216(NAD 83)
 QX0348_MARKER: DB = BENCH MARK DISK
 QX0348_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QX0348+WITH SETTING: PAVEMENT
 QX0348_SP_SET: BRIDGE GUARDRAIL
 QX0348_STAMPING: A 146 1959
 QX0348_MARK LOGO: CGS   
 QX0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0348+STABILITY: SURFACE MOTION
 QX0348
 QX0348  HISTORY     - Date     Condition        Report By
 QX0348  HISTORY     - 1959     MONUMENTED       CGS
 QX0348  HISTORY     - 1987     GOOD             NGS
 QX0348
 QX0348                          STATION DESCRIPTION
 QX0348
 QX0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0348'0.65 MI SE FROM ENNIS.
 QX0348'0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE HIGHSCHOOL AT
 QX0348'ENNIS, IN THE NORTHEAST 1/4 OF SECTION 4, T 6 S, R 1 W, 14 FEET
 QX0348'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH
 QX0348'CONCRETE PILLAR AT THE SOUTHEAST END OF THE CONCRETE BRIDGE OVER THE
 QX0348'MADISON RIVER OVERFLOW, AT THE FIRST CONCRETE BRIDGE SOUTHEAST OF THE
 QX0348'STEEL GIRDER BRIDGE OVER THE MADISON RIVER, AND ABOUT 4 FEET ABOVE THE
 QX0348'LEVEL OF THE HIGHWAY.
 QX0348
 QX0348                          STATION RECOVERY (1987)
 QX0348
 QX0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0060 ***********************************************************************
 QW0060  DESIGNATION -  A 147
 QW0060  PID         -  QW0060
 QW0060  STATE/COUNTY-  MT/YELLOWSTONE
 QW0060  USGS QUAD   -  WORDEN (1967)
 QW0060
 QW0060                         *CURRENT SURVEY CONTROL
 QW0060  ___________________________________________________________________
 QW0060* NAD 83(1986)-  45 58 07.     (N)    108 08 08.     (W)     SCALED    
 QW0060* NAVD 88     -       901.204  (meters)    2956.70   (feet)  ADJUSTED  
 QW0060  ___________________________________________________________________
 QW0060  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 QW0060  DYNAMIC HT  -         901.044 (meters)    2956.18  (feet)  COMP
 QW0060  MODELED GRAV-     980,408.5   (mgal)                       NAVD 88
 QW0060
 QW0060  VERT ORDER  -  FIRST     CLASS II
 QW0060
 QW0060.The horizontal coordinates were scaled from a topographic map and have
 QW0060.an estimated accuracy of +/- 6 seconds.
 QW0060
 QW0060.The orthometric height was determined by differential leveling
 QW0060.and adjusted by the National Geodetic Survey in June 1991..
 QW0060
 QW0060.The geoid height was determined by GEOID03.
 QW0060
 QW0060.The dynamic height is computed by dividing the NAVD 88
 QW0060.geopotential number by the normal gravity value computed on the
 QW0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0060.degrees latitude (g = 980.6199 gals.).
 QW0060
 QW0060.The modeled gravity was interpolated from observed gravity values.
 QW0060
 QW0060;                    North         East    Units  Estimated Accuracy
 QW0060;SPC MT       -   191,910.      705,700.      MT  (+/- 180 meters Scaled)
 QW0060
 QW0060                          SUPERSEDED SURVEY CONTROL
 QW0060
 QW0060  NGVD 29 (??/??/92)  900.500  (m)         2954.39   (f) ADJ UNCH    1 2
 QW0060
 QW0060.Superseded values are not recommended for survey control.
 QW0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0060.See file dsdata.txt to determine how the superseded data were derived.
 QW0060
 QW0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR219945(NAD 83)
 QW0060_MARKER: DB = BENCH MARK DISK
 QW0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0060_SP_SET: HEADWALL
 QW0060_STAMPING: A 147 1960
 QW0060_MARK LOGO: CGS   
 QW0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0060
 QW0060  HISTORY     - Date     Condition        Report By
 QW0060  HISTORY     - 1960     MONUMENTED       CGS
 QW0060  HISTORY     - 1981     GOOD             NGS
 QW0060
 QW0060                          STATION DESCRIPTION
 QW0060
 QW0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QW0060'1.3 MI NE FROM WORDEN.
 QW0060'ABOUT 1.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0060'STATION AT WORDEN, 19 1/2 RAILS SOUTHWEST OF A ROAD CROSSING, ACROSS
 QW0060'THE TRACK AND 8 1/2 POLES SOUTHWEST OF MILE POLE 203, IN SECTION 32, T
 QW0060'3 N, R 29 E, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 QW0060'CONCRETE HEADWALL, 9 FEET NORTHWEST OF THE NORTHWEST RAIL, 120 FEET
 QW0060'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAYS 10 AND 12, AND ABOUT 1
 QW0060'FOOT BELOW THE TRACK.
 QW0060
 QW0060                          STATION RECOVERY (1981)
 QW0060
 QW0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0060'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0060'14.3 KM (8.9 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0060'FROM THE RAILROAD STATION IN POMPEYS PILLAR, 0.3 KM (0.2 MI) SOUTHWEST
 QW0060'OF MILE POST 203, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 QW0060'HEADWALL OF AN IRRIGATION CANEL UNDER THE TRACKS, 47.5 METERS (156.0
 QW0060'FT) SOUTH OF HIGHWAY MILE POST 487, 36.6 METERS (120.0 FT) SOUTHEAST
 QW0060'OF THE CENTERLINE OF U.S. HIGHWAYS 10 AND 312, AND 2.7 METERS (9.0 FT)
 QW0060'NORTHWEST OF THE NEAR RAIL.
 QW0060'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0117 ***********************************************************************
 RU0117  DESIGNATION -  A 148
 RU0117  PID         -  RU0117
 RU0117  STATE/COUNTY-  MT/ROSEBUD
 RU0117  USGS QUAD   -  ORINOCO (1984)
 RU0117
 RU0117                         *CURRENT SURVEY CONTROL
 RU0117  ___________________________________________________________________
 RU0117* NAD 83(1986)-  46 16 52.     (N)    106 30 57.     (W)     SCALED    
 RU0117* NAVD 88     -       758.439  (meters)    2488.31   (feet)  ADJUSTED  
 RU0117  ___________________________________________________________________
 RU0117  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RU0117  DYNAMIC HT  -         758.370 (meters)    2488.09  (feet)  COMP
 RU0117  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 RU0117
 RU0117  VERT ORDER  -  FIRST     CLASS II
 RU0117
 RU0117.The horizontal coordinates were scaled from a topographic map and have
 RU0117.an estimated accuracy of +/- 6 seconds.
 RU0117
 RU0117.The orthometric height was determined by differential leveling
 RU0117.and adjusted by the National Geodetic Survey in June 1991..
 RU0117
 RU0117.The geoid height was determined by GEOID03.
 RU0117
 RU0117.The dynamic height is computed by dividing the NAVD 88
 RU0117.geopotential number by the normal gravity value computed on the
 RU0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0117.degrees latitude (g = 980.6199 gals.).
 RU0117
 RU0117.The modeled gravity was interpolated from observed gravity values.
 RU0117
 RU0117;                    North         East    Units  Estimated Accuracy
 RU0117;SPC MT       -   230,090.      829,810.      MT  (+/- 180 meters Scaled)
 RU0117
 RU0117                          SUPERSEDED SURVEY CONTROL
 RU0117
 RU0117  NGVD 29 (??/??/92)  757.823  (m)         2486.29   (f) ADJ UNCH    1 2
 RU0117
 RU0117.Superseded values are not recommended for survey control.
 RU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0117.See file dsdata.txt to determine how the superseded data were derived.
 RU0117
 RU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM832263(NAD 83)
 RU0117_MARKER: DB = BENCH MARK DISK
 RU0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0117_STAMPING: A 148 1960
 RU0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0117+STABILITY: SURFACE MOTION
 RU0117
 RU0117  HISTORY     - Date     Condition        Report By
 RU0117  HISTORY     - 1960     MONUMENTED       CGS
 RU0117
 RU0117                          STATION DESCRIPTION
 RU0117
 RU0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0117'3.7 MI SW FROM ROSEBUD.
 RU0117'ABOUT 3.7 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0117'STATION AT ROSEBUD, 82 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 RU0117'MILEPOST 115, 0.15 MILE WEST OF A ROAD CROSSING, ABOUT ON THE LINE
 RU0117'BETWEEN SECTIONS 7 AND 18, R 42 E, T 6 N, 56 FEET SOUTH OF THE SOUTH
 RU0117'RAIL, 55 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD PARALLEING
 RU0117'THE TRACK, 31 FEET SOUTHEAST OF A TELEPHONE POLE, 1/2 FOOT SOUTH OF A
 RU0117'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND IN THE TOP OF A
 RU0117'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0070 ***********************************************************************
 RU0070  DESIGNATION -  A 149
 RU0070  PID         -  RU0070
 RU0070  STATE/COUNTY-  MT/CUSTER
 RU0070  USGS QUAD   -  HORTON (1980)
 RU0070
 RU0070                         *CURRENT SURVEY CONTROL
 RU0070  ___________________________________________________________________
 RU0070* NAD 83(1986)-  46 19 21.     (N)    106 06 21.     (W)     SCALED    
 RU0070* NAVD 88     -       734.209  (meters)    2408.82   (feet)  ADJUSTED  
 RU0070  ___________________________________________________________________
 RU0070  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 RU0070  DYNAMIC HT  -         734.140 (meters)    2408.59  (feet)  COMP
 RU0070  MODELED GRAV-     980,496.8   (mgal)                       NAVD 88
 RU0070
 RU0070  VERT ORDER  -  FIRST     CLASS II
 RU0070
 RU0070.The horizontal coordinates were scaled from a topographic map and have
 RU0070.an estimated accuracy of +/- 6 seconds.
 RU0070
 RU0070.The orthometric height was determined by differential leveling
 RU0070.and adjusted by the National Geodetic Survey in June 1991..
 RU0070
 RU0070.The geoid height was determined by GEOID03.
 RU0070
 RU0070.The dynamic height is computed by dividing the NAVD 88
 RU0070.geopotential number by the normal gravity value computed on the
 RU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0070.degrees latitude (g = 980.6199 gals.).
 RU0070
 RU0070.The modeled gravity was interpolated from observed gravity values.
 RU0070
 RU0070;                    North         East    Units  Estimated Accuracy
 RU0070;SPC MT       -   235,970.      861,170.      MT  (+/- 180 meters Scaled)
 RU0070
 RU0070                          SUPERSEDED SURVEY CONTROL
 RU0070
 RU0070  NGVD 29 (??/??/92)  733.607  (m)         2406.84   (f) ADJ UNCH    1 2
 RU0070
 RU0070.Superseded values are not recommended for survey control.
 RU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0070.See file dsdata.txt to determine how the superseded data were derived.
 RU0070
 RU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM148304(NAD 83)
 RU0070_MARKER: DB = BENCH MARK DISK
 RU0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0070_STAMPING: A 149 1960
 RU0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0070+STABILITY: SURFACE MOTION
 RU0070
 RU0070  HISTORY     - Date     Condition        Report By
 RU0070  HISTORY     - 1960     MONUMENTED       CGS
 RU0070
 RU0070                          STATION DESCRIPTION
 RU0070
 RU0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0070'14.6 MI SW FROM MILES CITY.
 RU0070'ABOUT 14.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0070'STATION AT MILES CITY, OR 18.2 MILES NORTHEAST ALONG THE NORTHERN
 RU0070'PACIFIC RAILWAY FROM THE STATION AT ROSEBUD, 0.15 MILE OR 5 POLES WEST
 RU0070'OF MILEPOST 93, 4 RAILS EAST OF SEMAPHORE 93.2, IN SECTION 33, T 7 N,
 RU0070'R 45 E, 46 1/2 FEET SOUTH OF THE SOUTH RAIL, 56 FEET SOUTHEAST OF THE
 RU0070'CENTER OF A ROAD CROSSING, 25 FEET EAST OF THE CENTER LINE OF THE
 RU0070'ROAD, 7 FEET WEST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 1.5
 RU0070'FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE TRACK, AND
 RU0070'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0333 ***********************************************************************
 RT0333  DESIGNATION -  A 150
 RT0333  PID         -  RT0333
 RT0333  STATE/COUNTY-  MT/CUSTER
 RT0333  USGS QUAD   -  KINSEY (1980)
 RT0333
 RT0333                         *CURRENT SURVEY CONTROL
 RT0333  ___________________________________________________________________
 RT0333* NAD 83(1986)-  46 32 04.     (N)    105 42 06.     (W)     SCALED    
 RT0333* NAVD 88     -       703.518  (meters)    2308.13   (feet)  POSTED    
 RT0333  ___________________________________________________________________
 RT0333  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RT0333  DYNAMIC HT  -         703.480 (meters)    2308.00  (feet)  COMP
 RT0333  MODELED GRAV-     980,530.8   (mgal)                       NAVD 88
 RT0333
 RT0333  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RT0333
 RT0333.The horizontal coordinates were scaled from a topographic map and have
 RT0333.an estimated accuracy of +/- 6 seconds.
 RT0333
 RT0333.The orthometric height was determined by differential leveling
 RT0333.and adjusted by the National Geodetic Survey in 1992..
 RT0333.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RT0333.rate of 0.0 thru 1.0 mm/km.
 RT0333
 RT0333.The geoid height was determined by GEOID03.
 RT0333
 RT0333.The dynamic height is computed by dividing the NAVD 88
 RT0333.geopotential number by the normal gravity value computed on the
 RT0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0333.degrees latitude (g = 980.6199 gals.).
 RT0333
 RT0333.The modeled gravity was interpolated from observed gravity values.
 RT0333
 RT0333;                    North         East    Units  Estimated Accuracy
 RT0333;SPC MT       -   260,910.      891,110.      MT  (+/- 180 meters Scaled)
 RT0333
 RT0333                          SUPERSEDED SURVEY CONTROL
 RT0333
 RT0333  NGVD 29 (??/??/92)  702.948  (m)         2306.26   (f) ADJ UNCH    1 2
 RT0333
 RT0333.Superseded values are not recommended for survey control.
 RT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0333.See file dsdata.txt to determine how the superseded data were derived.
 RT0333
 RT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM461536(NAD 83)
 RT0333_MARKER: DB = BENCH MARK DISK
 RT0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0333_STAMPING: A 150 1960
 RT0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0333+STABILITY: SURFACE MOTION
 RT0333
 RT0333  HISTORY     - Date     Condition        Report By
 RT0333  HISTORY     - 1960     MONUMENTED       CGS
 RT0333
 RT0333                          STATION DESCRIPTION
 RT0333
 RT0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0333'11.55 MI NE FROM MILES CITY.
 RT0333'ABOUT 11.55 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RT0333'THE STATION AT MILES CITY, 214 FEET SOUTHEAST OF AND ACROSS THE TRACK
 RT0333'FROM MILEPOST 67, 0.15 MILE NORTHEAST OF THE POINT OF A BLUFF, IN
 RT0333'SECTION 17, T 9 N, R 48 E, 199 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 RT0333'12.6 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A FENCE,
 RT0333'1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 RT0333'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0175 ***********************************************************************
 SQ0175  DESIGNATION -  A 151
 SQ0175  PID         -  SQ0175
 SQ0175  STATE/COUNTY-  MT/GARFIELD
 SQ0175  USGS QUAD   -  YORK RESERVOIR (1965)
 SQ0175
 SQ0175                         *CURRENT SURVEY CONTROL
 SQ0175  ___________________________________________________________________
 SQ0175* NAD 83(1986)-  47 08 56.     (N)    106 40 59.     (W)     SCALED    
 SQ0175* NAVD 88     -       926.501  (meters)    3039.70   (feet)  ADJUSTED  
 SQ0175  ___________________________________________________________________
 SQ0175  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 SQ0175  DYNAMIC HT  -         926.473 (meters)    3039.60  (feet)  COMP
 SQ0175  MODELED GRAV-     980,551.0   (mgal)                       NAVD 88
 SQ0175
 SQ0175  VERT ORDER  -  SECOND    CLASS 0
 SQ0175
 SQ0175.The horizontal coordinates were scaled from a topographic map and have
 SQ0175.an estimated accuracy of +/- 6 seconds.
 SQ0175
 SQ0175.The orthometric height was determined by differential leveling
 SQ0175.and adjusted by the National Geodetic Survey in June 1991..
 SQ0175
 SQ0175.The geoid height was determined by GEOID03.
 SQ0175
 SQ0175.The dynamic height is computed by dividing the NAVD 88
 SQ0175.geopotential number by the normal gravity value computed on the
 SQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0175.degrees latitude (g = 980.6199 gals.).
 SQ0175
 SQ0175.The modeled gravity was interpolated from observed gravity values.
 SQ0175
 SQ0175;                    North         East    Units  Estimated Accuracy
 SQ0175;SPC MT       -   325,960.      813,470.      MT  (+/- 180 meters Scaled)
 SQ0175
 SQ0175                          SUPERSEDED SURVEY CONTROL
 SQ0175
 SQ0175  NGVD 29 (??/??/92)  925.808  (m)         3037.42   (f) ADJ UNCH    2 0
 SQ0175
 SQ0175.Superseded values are not recommended for survey control.
 SQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0175.See file dsdata.txt to determine how the superseded data were derived.
 SQ0175
 SQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN724230(NAD 83)
 SQ0175_MARKER: DB = BENCH MARK DISK
 SQ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0175_STAMPING: A 151 1960
 SQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0175+STABILITY: SURFACE MOTION
 SQ0175
 SQ0175  HISTORY     - Date     Condition        Report By
 SQ0175  HISTORY     - 1960     MONUMENTED       CGS
 SQ0175
 SQ0175                          STATION DESCRIPTION
 SQ0175
 SQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0175'9.3 MI NW FROM COHAGEN.
 SQ0175'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0175'COHAGEN, THENCE 1.05 MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION
 SQ0175'17, T 16 N, R 40 E, 0.1 MILE WEST OF THE ENTRANCE OF A TRACK ROAD
 SQ0175'LEADING NORTH TO THE BLUHM RANCH, ABOUT 400 FEET EAST OF THE CREST OF
 SQ0175'A HILL, 62 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 72 FEET
 SQ0175'SOUTHEAST OF THE CENTER OF A JUNCTION WITH A TRACK ROAD LEADING
 SQ0175'SOUTHWEST, 108 FEET SOUTH OF AND ACROSS THE ROAD FROM A EAST-WEST
 SQ0175'FENCE LINE, 13 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT WEST OF A
 SQ0175'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 SQ0175'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0058 ***********************************************************************
 SP0058  DESIGNATION -  A 152
 SP0058  PID         -  SP0058
 SP0058  STATE/COUNTY-  MT/DAWSON
 SP0058  USGS QUAD   -  GLENDIVE (1967)
 SP0058
 SP0058                         *CURRENT SURVEY CONTROL
 SP0058  ___________________________________________________________________
 SP0058* NAD 83(1986)-  47 06 55.     (N)    104 42 07.     (W)     SCALED    
 SP0058* NAVD 88     -       634.118  (meters)    2080.44   (feet)  ADJUSTED  
 SP0058  ___________________________________________________________________
 SP0058  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SP0058  DYNAMIC HT  -         634.137 (meters)    2080.50  (feet)  COMP
 SP0058  MODELED GRAV-     980,622.6   (mgal)                       NAVD 88
 SP0058
 SP0058  VERT ORDER  -  FIRST     CLASS II
 SP0058
 SP0058.The horizontal coordinates were scaled from a topographic map and have
 SP0058.an estimated accuracy of +/- 6 seconds.
 SP0058
 SP0058.The orthometric height was determined by differential leveling
 SP0058.and adjusted by the National Geodetic Survey in June 1991..
 SP0058
 SP0058.The geoid height was determined by GEOID03.
 SP0058
 SP0058.The dynamic height is computed by dividing the NAVD 88
 SP0058.geopotential number by the normal gravity value computed on the
 SP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0058.degrees latitude (g = 980.6199 gals.).
 SP0058
 SP0058.The modeled gravity was interpolated from observed gravity values.
 SP0058
 SP0058;                    North         East    Units  Estimated Accuracy
 SP0058;SPC MT       -   329,530.      963,690.      MT  (+/- 180 meters Scaled)
 SP0058
 SP0058                          SUPERSEDED SURVEY CONTROL
 SP0058
 SP0058  NGVD 29 (??/??/92)  633.567  (m)         2078.63   (f) ADJ UNCH    1 2
 SP0058
 SP0058.Superseded values are not recommended for survey control.
 SP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0058.See file dsdata.txt to determine how the superseded data were derived.
 SP0058
 SP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN226180(NAD 83)
 SP0058_MARKER: DB = BENCH MARK DISK
 SP0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SP0058_SP_SET: CULVERT
 SP0058_STAMPING: A 152 1960
 SP0058_MARK LOGO: CGS   
 SP0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0058
 SP0058  HISTORY     - Date     Condition        Report By
 SP0058  HISTORY     - 1960     MONUMENTED       CGS
 SP0058  HISTORY     - 1982     GOOD             NGS
 SP0058
 SP0058                          STATION DESCRIPTION
 SP0058
 SP0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SP0058'0.75 MI N FROM GLENDIVE.
 SP0058'0.75 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SP0058'AT GLENDIVE, IN SECTION 25, R 55 E, T 16 N, SET IN THE TOP OF THE
 SP0058'NORTH END OF THE WEST HEADWALL OF A LARGE CONCRETE CULVERT, UNDER THE
 SP0058'RAILROAD, 26 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 171 FEET
 SP0058'EAST OF THE CENTER LINE OF U.S. HIGHWAY 10, ABOUT LEVEL WITH THE
 SP0058'HIGHWAY AND ABOUT 15 FEET BELOW THE TRACK.
 SP0058
 SP0058                          STATION RECOVERY (1982)
 SP0058
 SP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SP0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0183 ***********************************************************************
 RT0183  DESIGNATION -  A 153
 RT0183  PID         -  RT0183
 RT0183  STATE/COUNTY-  MT/PRAIRIE
 RT0183  USGS QUAD   -  TERRY (1972)
 RT0183
 RT0183                         *CURRENT SURVEY CONTROL
 RT0183  ___________________________________________________________________
 RT0183* NAD 83(1986)-  46 47 41.     (N)    105 17 43.     (W)     SCALED    
 RT0183* NAVD 88     -       684.734  (meters)    2246.50   (feet)  ADJUSTED  
 RT0183  ___________________________________________________________________
 RT0183  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 RT0183  DYNAMIC HT  -         684.718 (meters)    2246.45  (feet)  COMP
 RT0183  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 RT0183
 RT0183  VERT ORDER  -  FIRST     CLASS II
 RT0183
 RT0183.The horizontal coordinates were scaled from a topographic map and have
 RT0183.an estimated accuracy of +/- 6 seconds.
 RT0183
 RT0183.The orthometric height was determined by differential leveling
 RT0183.and adjusted by the National Geodetic Survey in June 1991..
 RT0183
 RT0183.The geoid height was determined by GEOID03.
 RT0183
 RT0183.The dynamic height is computed by dividing the NAVD 88
 RT0183.geopotential number by the normal gravity value computed on the
 RT0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0183.degrees latitude (g = 980.6199 gals.).
 RT0183
 RT0183.The modeled gravity was interpolated from observed gravity values.
 RT0183
 RT0183;                    North         East    Units  Estimated Accuracy
 RT0183;SPC MT       -   291,380.      920,670.      MT  (+/- 180 meters Scaled)
 RT0183
 RT0183                          SUPERSEDED SURVEY CONTROL
 RT0183
 RT0183  NGVD 29 (??/??/92)  684.192  (m)         2244.72   (f) ADJ UNCH    1 2
 RT0183
 RT0183.Superseded values are not recommended for survey control.
 RT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0183.See file dsdata.txt to determine how the superseded data were derived.
 RT0183
 RT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM774823(NAD 83)
 RT0183_MARKER: DB = BENCH MARK DISK
 RT0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0183_SP_SET: ABUTMENT
 RT0183_STAMPING: A 153 1960
 RT0183_MARK LOGO: CGS   
 RT0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0183
 RT0183  HISTORY     - Date     Condition        Report By
 RT0183  HISTORY     - 1960     MONUMENTED       CGS
 RT0183  HISTORY     - 1981     GOOD             NGS
 RT0183
 RT0183                          STATION DESCRIPTION
 RT0183
 RT0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0183'0.75 MI E FROM TERRY.
 RT0183'0.75 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0183'TERRY, IN SECTION 15, R 51 E, T 12 N, IN THE TOP OF THE NORTH END OF
 RT0183'THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 38A, 4 1/2 FEET
 RT0183'SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 6 FEET NORTH OF THE NORTH
 RT0183'RAIL OF THE MAIN TRACK, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE
 RT0183'TRACK.
 RT0183
 RT0183                          STATION RECOVERY (1981)
 RT0183
 RT0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0172 ***********************************************************************
 QX0172  DESIGNATION -  A 155
 QX0172  PID         -  QX0172
 QX0172  STATE/COUNTY-  MT/PARK
 QX0172  USGS QUAD   -  BRISBIN (1981)
 QX0172
 QX0172                         *CURRENT SURVEY CONTROL
 QX0172  ___________________________________________________________________
 QX0172* NAD 83(1986)-  45 34 39.     (N)    110 35 06.     (W)     SCALED    
 QX0172* NAVD 88     -      1396.619  (meters)    4582.07   (feet)  ADJUSTED  
 QX0172  ___________________________________________________________________
 QX0172  GEOID HEIGHT-          -9.98  (meters)                     GEOID03
 QX0172  DYNAMIC HT  -        1396.141 (meters)    4580.51  (feet)  COMP
 QX0172  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 QX0172  OBS GRAVITY -     980,223.6   (mgal)                       GRAV_OBS
 QX0172
 QX0172  VERT ORDER  -  FIRST     CLASS II
 QX0172
 QX0172.The horizontal coordinates were scaled from a topographic map and have
 QX0172.an estimated accuracy of +/- 6 seconds.
 QX0172
 QX0172.The orthometric height was determined by differential leveling
 QX0172.and adjusted by the National Geodetic Survey in June 1991..
 QX0172
 QX0172.The geoid height was determined by GEOID03.
 QX0172
 QX0172.The dynamic height is computed by dividing the NAVD 88
 QX0172.geopotential number by the normal gravity value computed on the
 QX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0172.degrees latitude (g = 980.6199 gals.).
 QX0172
 QX0172.The modeled gravity was interpolated from observed gravity values.
 QX0172.The observed gravity was obtained from relative gravimeter ties
 QX0172.to the IGSN71 gravity network.
 QX0172
 QX0172;                    North         East    Units  Estimated Accuracy
 QX0172;SPC MT       -   148,120.      515,340.      MT  (+/- 180 meters Scaled)
 QX0172
 QX0172                          SUPERSEDED SURVEY CONTROL
 QX0172
 QX0172  NGVD 29 (08/20/92) 1395.484  (m)         4578.35   (f) ADJUSTED    1 2
 QX0172
 QX0172.Superseded values are not recommended for survey control.
 QX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0172.See file dsdata.txt to determine how the superseded data were derived.
 QX0172
 QX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR323471(NAD 83)
 QX0172_MARKER: DB = BENCH MARK DISK
 QX0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0172_STAMPING: A 155 1960
 QX0172_MARK LOGO: CGS   
 QX0172_PROJECTION: PROJECTING 5 CENTIMETERS
 QX0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0172+STABILITY: SURFACE MOTION
 QX0172
 QX0172  HISTORY     - Date     Condition        Report By
 QX0172  HISTORY     - 1960     MONUMENTED       CGS
 QX0172  HISTORY     - 1981     GOOD             LOCSUR
 QX0172  HISTORY     - 1983     GOOD             NGS
 QX0172
 QX0172                          STATION DESCRIPTION
 QX0172
 QX0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0172'6.2 MI S FROM LIVINGSTON.
 QX0172'ABOUT 6.2 MILES SOUTH ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0172'RAILWAY FROM THE STATION AT LIVINGSTON, 78 FEET WEST AND ACROSS THE
 QX0172'TRACK FROM THE 7TH TELEPHONE POLE SOUTH OF MILEPOST 6, 45 FEET
 QX0172'SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET SOUTHEAST OF THE CENTER OF AN
 QX0172'IRON GATE, 2 FEET NORTHEAST OF A WOVEN WIRE FENCE, 8 1/2 POLES
 QX0172'NORTH-NORTHWEST OF A ROAD CROSSING, 1.6 FEET WEST OF A METAL WITNESS
 QX0172'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 QX0172'CONCRETE POST PROJECTING 8 INCHES.  IN SECTION 14, R 9 E, T 3 S.
 QX0172
 QX0172                          STATION RECOVERY (1981)
 QX0172
 QX0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QX0172'WITNESS POST TORN OUT, AND SET A NEW METAL POST WITH STANDARD NGS WP
 QX0172'SIGN 1.1 FEET WEST OF THIS MARK.
 QX0172
 QX0172                          STATION RECOVERY (1983)
 QX0172
 QX0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0172'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9 MI)
 QX0172'SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0172'HIGHWAY 90 IN LIVINGSTON, 38.1 METERS (125.0 FT) NORTHWEST OF THE
 QX0172'CENTERLINE OF THE HIGHWAY, 14.2 METERS (46.6 FT) SOUTHWEST OF THE
 QX0172'CENTER OF THE OLD RAILROAD BED, AND 3.0 METERS (9.8 FT) SOUTHEAST OF
 QX0172'THE CENTER OF AN IRON GATE.
 QX0172'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 QX0172'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0304 ***********************************************************************
 SP0304  DESIGNATION -  A 158
 SP0304  PID         -  SP0304
 SP0304  STATE/COUNTY-  MT/RICHLAND
 SP0304  USGS QUAD   -  SIDNEY (1974)
 SP0304
 SP0304                         *CURRENT SURVEY CONTROL
 SP0304  ___________________________________________________________________
 SP0304* NAD 83(1986)-  47 43 00.     (N)    104 09 31.     (W)     SCALED    
 SP0304* NAVD 88     -       592.356  (meters)    1943.42   (feet)  ADJUSTED  
 SP0304  ___________________________________________________________________
 SP0304  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 SP0304  DYNAMIC HT  -         592.414 (meters)    1943.61  (feet)  COMP
 SP0304  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SP0304
 SP0304  VERT ORDER  -  FIRST     CLASS II
 SP0304
 SP0304.The horizontal coordinates were scaled from a topographic map and have
 SP0304.an estimated accuracy of +/- 6 seconds.
 SP0304
 SP0304.The orthometric height was determined by differential leveling
 SP0304.and adjusted by the National Geodetic Survey in June 1991..
 SP0304
 SP0304.The geoid height was determined by GEOID03.
 SP0304
 SP0304.The dynamic height is computed by dividing the NAVD 88
 SP0304.geopotential number by the normal gravity value computed on the
 SP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0304.degrees latitude (g = 980.6199 gals.).
 SP0304
 SP0304.The modeled gravity was interpolated from observed gravity values.
 SP0304
 SP0304;                    North         East    Units  Estimated Accuracy
 SP0304;SPC MT       -   398,860.    1,000,260.      MT  (+/- 180 meters Scaled)
 SP0304
 SP0304                          SUPERSEDED SURVEY CONTROL
 SP0304
 SP0304.No superseded survey control is available for this station.
 SP0304
 SP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN631851(NAD 83)
 SP0304_MARKER: DB = BENCH MARK DISK
 SP0304_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SP0304_SP_SET: FOUNDATION
 SP0304_STAMPING: A 158 1960
 SP0304_MARK LOGO: CGS   
 SP0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SP0304+STABILITY: POSITION/ELEVATION WELL
 SP0304
 SP0304  HISTORY     - Date     Condition        Report By
 SP0304  HISTORY     - 1960     MONUMENTED       CGS
 SP0304  HISTORY     - 1981     GOOD             NGS
 SP0304
 SP0304                          STATION DESCRIPTION
 SP0304
 SP0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0304'1.4 KM (0.85 MI) WEST FROM SIDNEY.
 SP0304'1.0 KM (0.6 MI) WESTERLY ALONG EAST MAIN STREET FROM THE BURLINGTON
 SP0304'NORTHERN RAILROAD STATION IN SIDNEY, THENCE 0.2 KM (0.1 MI) NORTH
 SP0304'ALONG CENTRAL AVENUE, THENCE 0.2 KM (0.15 MI) WESTERLY ALONG STATE
 SP0304'HIGHWAY 16, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE
 SP0304'FOUNDATION OF THE COUNTY JAIL, 24.7 METERS (81.0 FT) SOUTH OF THE
 SP0304'CENTERLINE OF THE HIGHWAY, 2.4 METERS (8.0 FT) EAST OF THE EAST EDGE
 SP0304'OF A SIDEWALK LEADING TO THE NORTH ENTRANCE TO THE COUNTY COURTHOUSE
 SP0304'AND 0.8 METER (2.5 FT) EAST OF THE NORTHWEST CORNER OF THE JAIL.
 SP0304'THE MARK IS 0.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0258 ***********************************************************************
 QX0258  DESIGNATION -  A 160
 QX0258  PID         -  QX0258
 QX0258  STATE/COUNTY-  MT/GALLATIN
 QX0258  USGS QUAD   -  GALLATIN GATEWAY (1987)
 QX0258
 QX0258                         *CURRENT SURVEY CONTROL
 QX0258  ___________________________________________________________________
 QX0258* NAD 83(1986)-  45 35 27.     (N)    111 12 48.     (W)     SCALED    
 QX0258* NAVD 88     -      1501.165  (meters)    4925.07   (feet)  ADJUSTED  
 QX0258  ___________________________________________________________________
 QX0258  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 QX0258  DYNAMIC HT  -        1500.618 (meters)    4923.28  (feet)  COMP
 QX0258  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 QX0258
 QX0258  VERT ORDER  -  FIRST     CLASS II
 QX0258
 QX0258.The horizontal coordinates were scaled from a topographic map and have
 QX0258.an estimated accuracy of +/- 6 seconds.
 QX0258
 QX0258.The orthometric height was determined by differential leveling
 QX0258.and adjusted by the National Geodetic Survey in June 1991..
 QX0258
 QX0258.The geoid height was determined by GEOID03.
 QX0258
 QX0258.The dynamic height is computed by dividing the NAVD 88
 QX0258.geopotential number by the normal gravity value computed on the
 QX0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0258.degrees latitude (g = 980.6199 gals.).
 QX0258
 QX0258.The modeled gravity was interpolated from observed gravity values.
 QX0258
 QX0258;                    North         East    Units  Estimated Accuracy
 QX0258;SPC MT       -   150,480.      466,360.      MT  (+/- 180 meters Scaled)
 QX0258
 QX0258                          SUPERSEDED SURVEY CONTROL
 QX0258
 QX0258  NGVD 29 (??/??/92) 1499.932  (m)         4921.03   (f) ADJ UNCH    1 2
 QX0258
 QX0258.Superseded values are not recommended for survey control.
 QX0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0258.See file dsdata.txt to determine how the superseded data were derived.
 QX0258
 QX0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR833486(NAD 83)
 QX0258_MARKER: DB = BENCH MARK DISK
 QX0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0258_SP_SET: ABUTMENT
 QX0258_STAMPING: A 160 1960
 QX0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0258
 QX0258  HISTORY     - Date     Condition        Report By
 QX0258  HISTORY     - 1960     MONUMENTED       CGS
 QX0258
 QX0258                          STATION DESCRIPTION
 QX0258
 QX0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0258'0.5 MI W FROM GALLATIN GATEWAY.
 QX0258'ABOUT 0.5 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 QX0258'GALLATIN GATEWAY, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 QX0258'TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A BRIDGE OVER
 QX0258'THE GALLATIN RIVER, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 QX0258'NOTE-- IN SECTION 10, T 3 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0298 ***********************************************************************
 QX0298  DESIGNATION -  A 161
 QX0298  PID         -  QX0298
 QX0298  STATE/COUNTY-  MT/GALLATIN
 QX0298  USGS QUAD   -  LONE INDIAN PEAK (1986)
 QX0298
 QX0298                         *CURRENT SURVEY CONTROL
 QX0298  ___________________________________________________________________
 QX0298* NAD 83(1986)-  45 12 03.     (N)    111 14 23.     (W)     SCALED    
 QX0298* NAVD 88     -      1881.243  (meters)    6172.04   (feet)  ADJUSTED  
 QX0298  ___________________________________________________________________
 QX0298  GEOID HEIGHT-          -8.97  (meters)                     GEOID03
 QX0298  DYNAMIC HT  -        1880.322 (meters)    6169.02  (feet)  COMP
 QX0298  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 QX0298
 QX0298  VERT ORDER  -  FIRST     CLASS II
 QX0298
 QX0298.The horizontal coordinates were scaled from a topographic map and have
 QX0298.an estimated accuracy of +/- 6 seconds.
 QX0298
 QX0298.The orthometric height was determined by differential leveling
 QX0298.and adjusted by the National Geodetic Survey in June 1991..
 QX0298
 QX0298.The geoid height was determined by GEOID03.
 QX0298
 QX0298.The dynamic height is computed by dividing the NAVD 88
 QX0298.geopotential number by the normal gravity value computed on the
 QX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0298.degrees latitude (g = 980.6199 gals.).
 QX0298
 QX0298.The modeled gravity was interpolated from observed gravity values.
 QX0298
 QX0298;                    North         East    Units  Estimated Accuracy
 QX0298;SPC MT       -   107,200.      463,340.      MT  (+/- 180 meters Scaled)
 QX0298
 QX0298                          SUPERSEDED SURVEY CONTROL
 QX0298
 QX0298  NGVD 29 (??/??/92) 1879.787  (m)         6167.27   (f) ADJ UNCH    1 2
 QX0298
 QX0298.Superseded values are not recommended for survey control.
 QX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0298.See file dsdata.txt to determine how the superseded data were derived.
 QX0298
 QX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR811052(NAD 83)
 QX0298_MARKER: DB = BENCH MARK DISK
 QX0298_SETTING: 66 = SET IN ROCK OUTCROP
 QX0298_SP_SET: FLAT ROCK
 QX0298_STAMPING: A 161 1960
 QX0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0298+STABILITY: POSITION/ELEVATION WELL
 QX0298
 QX0298  HISTORY     - Date     Condition        Report By
 QX0298  HISTORY     - 1960     MONUMENTED       CGS
 QX0298
 QX0298                          STATION DESCRIPTION
 QX0298
 QX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0298'7.6 MI N FROM 320 RANCH.
 QX0298'ABOUT 7.6 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE 320 RANCH,
 QX0298'FORMERLY ELDRIDGE, 0.5 MILE NORTH OF THE RAINBOW RANCH, IN SECTION 28,
 QX0298'R 4 E, T 7 S, SET IN THE TOP OF A FLAT ROCK ON THE EAST SLOPE OF A
 QX0298'HILL, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET
 QX0298'NORTHWEST OF CONCRETE MARKER 980, AND ABOUT 2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0098 ***********************************************************************
 QX0098  FBN         -  This is a Federal Base Network Control Station.
 QX0098  DESIGNATION -  A 162
 QX0098  PID         -  QX0098
 QX0098  STATE/COUNTY-  MT/PARK
 QX0098  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0098
 QX0098                         *CURRENT SURVEY CONTROL
 QX0098  ___________________________________________________________________
 QX0098* NAD 83(1999)-  45 06 08.06970(N)    110 47 13.92476(W)     ADJUSTED  
 QX0098* NAVD 88     -      1582.360  (meters)    5191.46   (feet)  POSTED    
 QX0098  ___________________________________________________________________
 QX0098  X           -  -1,600,824.833 (meters)                     COMP
 QX0098  Y           -  -4,217,038.534 (meters)                     COMP
 QX0098  Z           -   4,496,490.396 (meters)                     COMP
 QX0098  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 QX0098  ELLIP HEIGHT-        1573.67  (meters)          (10/12/00) GPS OBS
 QX0098  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 QX0098  DYNAMIC HT  -        1581.620 (meters)    5189.03  (feet)  COMP
 QX0098  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 QX0098
 QX0098  HORZ ORDER  -  A
 QX0098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0098  ELLP ORDER  -  THIRD     CLASS I
 QX0098
 QX0098.The horizontal coordinates were established by GPS observations
 QX0098.and adjusted by the National Geodetic Survey in October 2000..
 QX0098.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0098.DATUM ITEM on the data sheet items page.
 QX0098
 QX0098.The orthometric height was determined by differential leveling
 QX0098.and adjusted by the National Geodetic Survey in 1992..
 QX0098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0098.rate of 0.0 thru 1.0 mm/km.
 QX0098.WARNING-GPS observations at this control monument resulted in a GPS
 QX0098.derived orthometric height which differed from the leveled height by
 QX0098.more than one decimeter (0.1 meter).
 QX0098
 QX0098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0098
 QX0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0098
 QX0098.The ellipsoidal height was determined by GPS observations
 QX0098.and is referenced to NAD 83.
 QX0098
 QX0098.The geoid height was determined by GEOID03.
 QX0098
 QX0098.The dynamic height is computed by dividing the NAVD 88
 QX0098.geopotential number by the normal gravity value computed on the
 QX0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0098.degrees latitude (g = 980.6199 gals.).
 QX0098
 QX0098.The modeled gravity was interpolated from observed gravity values.
 QX0098
 QX0098;                    North         East     Units Scale Factor Converg.
 QX0098;SPC MT       -    95,558.829   498,699.532   MT  0.99994017   -0 56 29.7
 QX0098;SPC MT       -   313,513.22  1,636,153.32   iFT  0.99994017   -0 56 29.7
 QX0098;UTM  12      - 4,994,330.269   516,741.936   MT  0.99960345   +0 09 02.7
 QX0098
 QX0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0098!SPC MT       -   0.99975333  x   0.99994017  =   0.99969352
 QX0098!UTM  12      -   0.99975333  x   0.99960345  =   0.99935688
 QX0098
 QX0098                          SUPERSEDED SURVEY CONTROL
 QX0098
 QX0098  NAD 83(1992)-  45 06 08.06813(N)    110 47 13.92418(W) AD(       ) B
 QX0098  ELLIP H (05/15/92) 1573.75   (m)                       GP(       ) 4 2
 QX0098  NAD 83(1986)-  45 06 08.05823(N)    110 47 13.90907(W) AD(       ) 1
 QX0098  NAD 27      -  45 06 08.29108(N)    110 47 11.13758(W) AD(       ) 1
 QX0098  NAVD 88 (10/12/00) 1582.36   (m)         5191.5    (f) LEVELING    3  
 QX0098  NGVD 29 (??/??/92) 1581.096  (m)         5187.31   (f) ADJ UNCH    1 2
 QX0098
 QX0098.Superseded values are not recommended for survey control.
 QX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0098.See file dsdata.txt to determine how the superseded data were derived.
 QX0098
 QX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1674294330(NAD 83)
 QX0098_MARKER: DB = BENCH MARK DISK
 QX0098_SETTING: 66 = SET IN ROCK OUTCROP
 QX0098_SP_SET: ROCK OUTCROP
 QX0098_STAMPING: A 162 1960
 QX0098_MARK LOGO: CGS   
 QX0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0098+STABILITY: POSITION/ELEVATION WELL
 QX0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0098+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2005
 QX0098
 QX0098  HISTORY     - Date     Condition        Report By
 QX0098  HISTORY     - 1960     MONUMENTED       CGS
 QX0098  HISTORY     - 1987     GOOD             NGS
 QX0098  HISTORY     - 19911021 GOOD             NGS
 QX0098  HISTORY     - 19990607 GOOD             NGS
 QX0098  HISTORY     - 19991014 GOOD             NGS
 QX0098  HISTORY     - 20051023 GOOD             COMPDA
 QX0098
 QX0098                          STATION DESCRIPTION
 QX0098
 QX0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0098'6.7 MI NW FROM GARDINER.
 QX0098'ABOUT 6.7 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0098'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 30, T 8 S, R 8 E, 0.2
 QX0098'MILE SOUTHEAST OF MILEPOST 47, 24 FEET SOUTHWEST OF THE SOUTHWEST
 QX0098'RAIL, IN THE TOP OF A GRANITE ROCK OUTCROP WHICH PROJECTS 1 1/2 FEET,
 QX0098'0.7 MILE SOUTHEAST OF A STEEL BRIDGE OVER THE YELLOWSTONE RIVER, 0.3
 QX0098'MILE NORTHWEST OF A ROAD CROSSING, AT THE NORTHWEST END OF A SHORT
 QX0098'CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 QX0098
 QX0098                          STATION RECOVERY (1987)
 QX0098
 QX0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 QX0098'THE STATION WAS RECOVERED AT THIS DATE.
 QX0098'
 QX0098'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) NORTHWEST OF GARDINER,
 QX0098'0.8 KM (0.5 MI) SOUTH OF CORWIN SPRINGS, ALONG AN OLD RAILROAD BED
 QX0098'PARALLELING THE YELLOWSTONE RIVER, AT THE JUNCTION OF OLD RAILROAD
 QX0098'BED AND DIM TRACK ROAD, IN THE SOUTH CENTRAL PART OF SECTION 30, T 8
 QX0098'S, R 8 E.
 QX0098'OWNERSHIP--GALLATIN NATIONAL FOREST.
 QX0098'
 QX0098'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 QX0098'YELLOWSTONE RIVER IN GARDINER, AT THE NORTH ENTRANCE TO YELLOWSTONE
 QX0098'NATIONAL PARK, GO NORTH FOR 9.5 KM (5.9 MI) ON U.S. HIGHWAY 89 TO
 QX0098'THE LE DUKE SPRINGS PICNIC GROUND ON THE LEFT.  CONTINUE AHEAD FOR
 QX0098'2.5 KM (1.55 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHWEST
 QX0098'FOR 0.3 KM (0.2 MI) ON THE PAVED ROAD TO THE WEST END OF THE GIRDER
 QX0098'BRIDGE OVER THE RIVER.  TURN LEFT AND GO SOUTHEAST FOR 1.1 KM (0.7
 QX0098'MI) ON THE GRAVEL ROAD TO A DIM ROAD RIGHT NEAR ROAD CUT.  BEAR
 QX0098'RIGHT AND GO SOUTH, UPSLOPE, FOR 60 METERS (200 FT) TO THE OLD
 QX0098'RAILROAD BED AND THE STATION ON THE RIGHT.
 QX0098'
 QX0098'THE STATION IS A STANDARD CGS BENCH MARK DISK
 QX0098'STAMPED---A 162 1960---,
 QX0098'SET IN THE CENTER OF A 3 METER LONG SOUTHWEST-NORTHEAST OUTCROP
 QX0098'THAT PROJECTS 0.4 METERS ABOVE GROUND ON THE EAST SIDE.  LOCATED
 QX0098'7.7 METERS (25.3 FT) SOUTHWEST FROM THE CENTER OF THE OLD RAILROAD
 QX0098'BED, ABOUT 1 METER ABOVE BED,
 QX0098'0.6 METERS (2.0 FT) NORTHWEST FROM A CARSONITE WITNESS POST, ON
 QX0098'NORTHWEST SIDE OF A DIM, IRREGULAR ROAD, AT THE SOUTHEAST END OF A
 QX0098'SHORT, ELEVATED SECTION OF THE OLD RAILROAD BED.
 QX0098'
 QX0098'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 QX0098'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 QX0098'
 QX0098'THIS STATION SUITABLE FOR GPS SURVEYS.
 QX0098'
 QX0098'DESCRIBED BY G.R. HEID.
 QX0098
 QX0098                          STATION RECOVERY (1991)
 QX0098
 QX0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QX0098'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTHWEST OF GARDINER, 0.8
 QX0098'KM (0.5 MI) SOUTH OF CORWIN SPRINGS, ON AN OLD RAILROAD BED, AT A
 QX0098'TRACK ROAD AND IN THE GALLATIN NATIONAL FOREST.
 QX0098'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 QX0098'YELLOWSTONE RIVER IN GARDINER, AT THE NORTH ENTRANCE TO YELLOWSTONE
 QX0098'NATIONAL PARK, GO NORTH ON U.S. HIGHWAY 89 FOR 9.53 KM (5.92 MI) TO
 QX0098'THE LE DUKE SPRINGS PICNIC GROUND ON THE LEFT.  CONTINUE AHEAD FOR
 QX0098'2.47 KM (1.53 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTHWEST, ON A
 QX0098'PAVED ROAD FOR 0.34 KM (0.21 MI) TO THE WEST END OF A GIRDER BRIDGE.
 QX0098'TURN LEFT, SOUTHEAST, ON A GRAVEL ROAD FOR 1.13 KM (0.70 MI) TO A DIM
 QX0098'ROAD RIGHT, NEAR A ROAD CUT.  BEAR RIGHT, UPSLOPE, SOUTH, FOR 60 M
 QX0098'(196.8 FT) TO THE RAILROAD BED AND THE STATION ON THE RIGHT.
 QX0098'THE STATION IS SET IN THE CENTER OF A 3 METER LONG SOUTHWEST-NORTHEAST
 QX0098'OUTCROP PROJECTING 0.4 M (1.3 FT) ON THE EAST SIDE.  LOCATED 7.7 M
 QX0098'(25.3 FT) SOUTHWEST OF THE CENTER OF THE OLD RAILROAD BED, 1.0 M
 QX0098'(3.3 FT) ABOVE THE BED, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST
 QX0098'AND AT THE SOUTH END OF A SHORT, ELEVATED SECTION OF THE BED.
 QX0098
 QX0098                          STATION RECOVERY (1999)
 QX0098
 QX0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QX0098'THE STATION IS LOCATED IN CORWIN SPRINGS, ABOUT 1.21 KM (0.75 MI)
 QX0098'SOUTHWEST OF THE WEST END OF THE CINNABAR BASIN ROAD BRIDGE OVER THE
 QX0098'YELLOWSTONE RIVER, ON THE SOUTHWEST SIDE OF AN ABANDONED RAILROAD BED.
 QX0098'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OF US
 QX0098'HIGHWAY 89 AND CINNABAR BASIN ROAD LEADING WEST ACROSS THE YELLOWSTONE
 QX0098'RIVER IN THE SMALL VILLAGE OF CORWIN SPRINGS, ABOUT 0.48 KM (0.30 MI)
 QX0098'SOUTH OF HIGHWAY 89 MILEPOST 8, GO WEST ON CINNABAR BASIN ROAD FOR
 QX0098'0.32 KM (0.20 MI) TO THE WEST END OF A BRIDGE OVER THE YELLOWSTONE
 QX0098'RIVER AND YELLOWSTONE TRAIL ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST ON
 QX0098'YELLOWSTONE TRAIL FOR 1.13 KM (0.70 MI) TO THE NORTHWEST END OF A
 QX0098'METAL GUARDRAIL ON THE LEFT JUST BEFORE A CURVE IN THE ROAD RIGHT AND
 QX0098'A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT, SOUTHERLY UPHILL ON THE
 QX0098'TRACK ROAD FOR ABOUT 0.08 KM (0.05 MI) TO AN ABANDONED RAILROAD BED
 QX0098'AND THE STATION STRAIGHT AHEAD, IN ROCK OUTCROP PROJECTING 0.45 M
 QX0098'(1.48 FT) ABOVE GROUND AND ABOUT 0.9 M (3.0 FT) ABOVE THE OLD RAILROAD
 QX0098'BED.  THE STATION IS A SET IN ROCK OUTCROP ABOUT 9.14 M (29.99 FT)
 QX0098'ABOVE YELLOWSTONE TRAIL ROAD.  LOCATED 7.8 M (25.6 FT) SOUTHWEST OF
 QX0098'THE CENTER OF THE ABANDONED RAILROAD BED AND 0.6 M (2.0 FT) NORTHWEST
 QX0098'OF A WITNESS POST.
 QX0098
 QX0098                          STATION RECOVERY (1999)
 QX0098
 QX0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QX0098'RECOVERED AS DESCRIBED.
 QX0098
 QX0098                          STATION RECOVERY (2005)
 QX0098
 QX0098'RECOVERY NOTE BY COMPASSDATA INC 2005 (RL)
 QX0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0220 ***********************************************************************
 SP0220  DESIGNATION -  A 163
 SP0220  PID         -  SP0220
 SP0220  STATE/COUNTY-  MT/MCCONE
 SP0220  USGS QUAD   -  BROCKWAY (1983)
 SP0220
 SP0220                         *CURRENT SURVEY CONTROL
 SP0220  ___________________________________________________________________
 SP0220* NAD 83(1986)-  47 17 47.     (N)    105 45 49.     (W)     SCALED    
 SP0220* NAVD 88     -       787.938  (meters)    2585.09   (feet)  ADJUSTED  
 SP0220  ___________________________________________________________________
 SP0220  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 SP0220  DYNAMIC HT  -         787.938 (meters)    2585.09  (feet)  COMP
 SP0220  MODELED GRAV-     980,586.1   (mgal)                       NAVD 88
 SP0220
 SP0220  VERT ORDER  -  SECOND    CLASS 0
 SP0220
 SP0220.The horizontal coordinates were scaled from a topographic map and have
 SP0220.an estimated accuracy of +/- 6 seconds.
 SP0220
 SP0220.The orthometric height was determined by differential leveling
 SP0220.and adjusted by the National Geodetic Survey in June 1991..
 SP0220
 SP0220.The geoid height was determined by GEOID03.
 SP0220
 SP0220.The dynamic height is computed by dividing the NAVD 88
 SP0220.geopotential number by the normal gravity value computed on the
 SP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0220.degrees latitude (g = 980.6199 gals.).
 SP0220
 SP0220.The modeled gravity was interpolated from observed gravity values.
 SP0220
 SP0220;                    North         East    Units  Estimated Accuracy
 SP0220;SPC MT       -   345,240.      882,320.      MT  (+/- 180 meters Scaled)
 SP0220
 SP0220                          SUPERSEDED SURVEY CONTROL
 SP0220
 SP0220  NGVD 29 (??/??/92)  787.325  (m)         2583.08   (f) ADJ UNCH    2 0
 SP0220
 SP0220.Superseded values are not recommended for survey control.
 SP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0220.See file dsdata.txt to determine how the superseded data were derived.
 SP0220
 SP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN422383(NAD 83)
 SP0220_MARKER: DB = BENCH MARK DISK
 SP0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SP0220_SP_SET: BUILDING
 SP0220_STAMPING: A 163 1934
 SP0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0220
 SP0220  HISTORY     - Date     Condition        Report By
 SP0220  HISTORY     - 1934     MONUMENTED       CGS
 SP0220  HISTORY     - 1953     GOOD             NGS
 SP0220
 SP0220                          STATION DESCRIPTION
 SP0220
 SP0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SP0220'IN BROCKWAY.
 SP0220'AT BROCKWAY, AT THE SCHOOL BUILDING, AT THE NORTHWEST CORNER OF THE
 SP0220'CONCRETE FOUNDATION ABOUT 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SP0220'MAIN ENTRANCE, 1 FOOT NORTHEAST OF THE CORNER OF THE BUILDING, AND
 SP0220'ABOUT 1 FOOT HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED A 163
 SP0220'1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0136 ***********************************************************************
 SP0136  DESIGNATION -  A 164
 SP0136  PID         -  SP0136
 SP0136  STATE/COUNTY-  MT/MCCONE
 SP0136  USGS QUAD   -  BUFFALO CREEK (1983)
 SP0136
 SP0136                         *CURRENT SURVEY CONTROL
 SP0136  ___________________________________________________________________
 SP0136* NAD 83(1986)-  47 36 57.     (N)    105 29 33.     (W)     SCALED    
 SP0136* NAVD 88     -       721.280  (meters)    2366.40   (feet)  ADJUSTED  
 SP0136  ___________________________________________________________________
 SP0136  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 SP0136  DYNAMIC HT  -         721.315 (meters)    2366.51  (feet)  COMP
 SP0136  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 SP0136
 SP0136  VERT ORDER  -  SECOND    CLASS 0
 SP0136
 SP0136.The horizontal coordinates were scaled from a topographic map and have
 SP0136.an estimated accuracy of +/- 6 seconds.
 SP0136
 SP0136.The orthometric height was determined by differential leveling
 SP0136.and adjusted by the National Geodetic Survey in June 1991..
 SP0136
 SP0136.The geoid height was determined by GEOID03.
 SP0136
 SP0136.The dynamic height is computed by dividing the NAVD 88
 SP0136.geopotential number by the normal gravity value computed on the
 SP0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0136.degrees latitude (g = 980.6199 gals.).
 SP0136
 SP0136.The modeled gravity was interpolated from observed gravity values.
 SP0136
 SP0136;                    North         East    Units  Estimated Accuracy
 SP0136;SPC MT       -   381,710.      900,980.      MT  (+/- 180 meters Scaled)
 SP0136
 SP0136                          SUPERSEDED SURVEY CONTROL
 SP0136
 SP0136  NGVD 29 (??/??/92)  720.691  (m)         2364.47   (f) ADJ UNCH    2 0
 SP0136
 SP0136.Superseded values are not recommended for survey control.
 SP0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0136.See file dsdata.txt to determine how the superseded data were derived.
 SP0136
 SP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN629737(NAD 83)
 SP0136_MARKER: DB = BENCH MARK DISK
 SP0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0136_STAMPING: A 164 1934
 SP0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0136+STABILITY: SURFACE MOTION
 SP0136
 SP0136  HISTORY     - Date     Condition        Report By
 SP0136  HISTORY     - 1934     MONUMENTED       CGS
 SP0136  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0136
 SP0136                          STATION DESCRIPTION
 SP0136
 SP0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0136'16.4 MI NE FROM CIRCLE.
 SP0136'16.4 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM CIRCLE, MCCONE
 SP0136'COUNTY, AT THE JUNCTION WITH STATE HIGHWAY 13, 200 YARDS SOUTHEAST OF
 SP0136'A SCHOOLHOUSE, 52 YARDS SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 SP0136'13, AND 62 YARDS NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 13, AND
 SP0136'62 YARDS NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 23.  A STANDARD
 SP0136'DISK, STAMPED A 164 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0136
 SP0136                          STATION RECOVERY (1977)
 SP0136
 SP0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0729 ***********************************************************************
 SS0729  DESIGNATION -  A 165
 SS0729  PID         -  SS0729
 SS0729  STATE/COUNTY-  MT/CASCADE
 SS0729  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0729
 SS0729                         *CURRENT SURVEY CONTROL
 SS0729  ___________________________________________________________________
 SS0729* NAD 83(1986)-  47 28 44.     (N)    111 18 33.     (W)     SCALED    
 SS0729* NAVD 88     -      1013.326  (meters)    3324.55   (feet)  ADJUSTED  
 SS0729  ___________________________________________________________________
 SS0729  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS0729  DYNAMIC HT  -        1013.256 (meters)    3324.32  (feet)  COMP
 SS0729  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 SS0729
 SS0729  VERT ORDER  -  FIRST     CLASS II
 SS0729
 SS0729.The horizontal coordinates were scaled from a topographic map and have
 SS0729.an estimated accuracy of +/- 6 seconds.
 SS0729
 SS0729.The orthometric height was determined by differential leveling
 SS0729.and adjusted by the National Geodetic Survey in June 1991..
 SS0729
 SS0729.The geoid height was determined by GEOID03.
 SS0729
 SS0729.The dynamic height is computed by dividing the NAVD 88
 SS0729.geopotential number by the normal gravity value computed on the
 SS0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0729.degrees latitude (g = 980.6199 gals.).
 SS0729
 SS0729.The modeled gravity was interpolated from observed gravity values.
 SS0729
 SS0729;                    North         East    Units  Estimated Accuracy
 SS0729;SPC MT       -   360,360.      463,730.      MT  (+/- 180 meters Scaled)
 SS0729
 SS0729                          SUPERSEDED SURVEY CONTROL
 SS0729
 SS0729  NGVD 29 (??/??/92) 1012.421  (m)         3321.58   (f) ADJ UNCH    1 2
 SS0729
 SS0729.Superseded values are not recommended for survey control.
 SS0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0729.See file dsdata.txt to determine how the superseded data were derived.
 SS0729
 SS0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT767584(NAD 83)
 SS0729_MARKER: DB = BENCH MARK DISK
 SS0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0729_STAMPING: A 165 1961
 SS0729_MARK LOGO: CGS   
 SS0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0729+STABILITY: SURFACE MOTION
 SS0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS0729+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 SS0729
 SS0729  HISTORY     - Date     Condition        Report By
 SS0729  HISTORY     - 1961     MONUMENTED       CGS
 SS0729  HISTORY     - 20020815 GOOD             MTDOT
 SS0729  HISTORY     - 20020904 GOOD             MTDOT
 SS0729
 SS0729                          STATION DESCRIPTION
 SS0729
 SS0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0729'2.0 MI S FROM GREAT FALLS.
 SS0729'ABOUT 2.0 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0729'STATION AT GREAT FALLS, IN SECTION 23, T 20 N, R 3 E, 9 POLES NORTH OF
 SS0729'MILEPOST 222, 22 FEET WEST OF THE WEST RAIL, 71 FEET EAST OF THE EAST
 SS0729'BANK OF THE MISSOURI RIVER, 59 FEET WEST AND ACROSS THE TRACK FROM THE
 SS0729'NINTH POLE NORTH OF MILEPOST 222, 41 FEET EAST OF THE CENTER WITNESS
 SS0729'POST, ABOUT 3 FEET BEOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 SS0729'A CONCRETE POST PROJECTING 2 INCHE.
 SS0729
 SS0729                          STATION RECOVERY (2002)
 SS0729
 SS0729'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DDB)
 SS0729'RECOVERED AS DESCRIBED
 SS0729'
 SS0729
 SS0729                          STATION RECOVERY (2002)
 SS0729
 SS0729'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DDB)
 SS0729'RECOVERED AS DESCRIBED.
 SS0729'THIS IS A VERY GOOD MARK FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0363 ***********************************************************************
 SS0363  DESIGNATION -  A 166
 SS0363  PID         -  SS0363
 SS0363  STATE/COUNTY-  MT/CASCADE
 SS0363  USGS QUAD   -  BLYTHE (1982)
 SS0363
 SS0363                         *CURRENT SURVEY CONTROL
 SS0363  ___________________________________________________________________
 SS0363* NAD 83(1986)-  47 18 39.     (N)    110 50 34.     (W)     SCALED    
 SS0363* NAVD 88     -      1147.526  (meters)    3764.84   (feet)  ADJUSTED  
 SS0363  ___________________________________________________________________
 SS0363  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 SS0363  DYNAMIC HT  -        1147.399 (meters)    3764.42  (feet)  COMP
 SS0363  MODELED GRAV-     980,463.0   (mgal)                       NAVD 88
 SS0363
 SS0363  VERT ORDER  -  FIRST     CLASS II
 SS0363
 SS0363.The horizontal coordinates were scaled from a topographic map and have
 SS0363.an estimated accuracy of +/- 6 seconds.
 SS0363
 SS0363.The orthometric height was determined by differential leveling
 SS0363.and adjusted by the National Geodetic Survey in June 1991..
 SS0363
 SS0363.The geoid height was determined by GEOID03.
 SS0363
 SS0363.The dynamic height is computed by dividing the NAVD 88
 SS0363.geopotential number by the normal gravity value computed on the
 SS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0363.degrees latitude (g = 980.6199 gals.).
 SS0363
 SS0363.The modeled gravity was interpolated from observed gravity values.
 SS0363
 SS0363;                    North         East    Units  Estimated Accuracy
 SS0363;SPC MT       -   340,980.      498,530.      MT  (+/- 180 meters Scaled)
 SS0363
 SS0363                          SUPERSEDED SURVEY CONTROL
 SS0363
 SS0363  NGVD 29 (??/??/92) 1146.586  (m)         3761.76   (f) ADJ UNCH    1 2
 SS0363
 SS0363.Superseded values are not recommended for survey control.
 SS0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0363.See file dsdata.txt to determine how the superseded data were derived.
 SS0363
 SS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT118397(NAD 83)
 SS0363_MARKER: DB = BENCH MARK DISK
 SS0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0363_SP_SET: ABUTMENT
 SS0363_STAMPING: A 166 1961
 SS0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0363
 SS0363  HISTORY     - Date     Condition        Report By
 SS0363  HISTORY     - 1961     MONUMENTED       CGS
 SS0363  HISTORY     - 1978     MARK NOT FOUND   USGS
 SS0363
 SS0363                          STATION DESCRIPTION
 SS0363
 SS0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0363'6.3 MI NW FROM RAYNESFORD.
 SS0363'ABOUT 6.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0363'STATION AT RAYNESFORD, OR 7.05 MILES SOUTHEAST ALONG THE GREAT
 SS0363'NORTHERN RAILWAY FROM THE STATION AT BELT, IN SECTION 21, T 18 N, R 7
 SS0363'E, 13 POLES WEST OF MILEPOST 189, 93 FEET SOUTH OF THE SOUTH RAIL, SET
 SS0363'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A
 SS0363'CONCRETE BRIDGE OVER OTTER CREEK, 18 FEET NORTH OF THE CENTER LINE OF
 SS0363'U. S. HIGHWAY 87, AND ABOUT LEVEL WITH THE TRACKS AND HIGHWAY.
 SS0363
 SS0363                          STATION RECOVERY (1978)
 SS0363
 SS0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SS0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0081 ***********************************************************************
 SS0081  DESIGNATION -  A 167
 SS0081  PID         -  SS0081
 SS0081  STATE/COUNTY-  MT/JUDITH BASIN
 SS0081  USGS QUAD   -  STANFORD (1978)
 SS0081
 SS0081                         *CURRENT SURVEY CONTROL
 SS0081  ___________________________________________________________________
 SS0081* NAD 83(1986)-  47 09 28.     (N)    110 13 05.     (W)     SCALED    
 SS0081* NAVD 88     -      1302.269  (meters)    4272.53   (feet)  ADJUSTED  
 SS0081  ___________________________________________________________________
 SS0081  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 SS0081  DYNAMIC HT  -        1302.092 (meters)    4271.95  (feet)  COMP
 SS0081  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 SS0081
 SS0081  VERT ORDER  -  FIRST     CLASS II
 SS0081
 SS0081.The horizontal coordinates were scaled from a topographic map and have
 SS0081.an estimated accuracy of +/- 6 seconds.
 SS0081
 SS0081.The orthometric height was determined by differential leveling
 SS0081.and adjusted by the National Geodetic Survey in June 1991..
 SS0081
 SS0081.The geoid height was determined by GEOID03.
 SS0081
 SS0081.The dynamic height is computed by dividing the NAVD 88
 SS0081.geopotential number by the normal gravity value computed on the
 SS0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0081.degrees latitude (g = 980.6199 gals.).
 SS0081
 SS0081.The modeled gravity was interpolated from observed gravity values.
 SS0081
 SS0081;                    North         East    Units  Estimated Accuracy
 SS0081;SPC MT       -   323,360.      545,580.      MT  (+/- 180 meters Scaled)
 SS0081
 SS0081                          SUPERSEDED SURVEY CONTROL
 SS0081
 SS0081  NGVD 29 (??/??/92) 1301.347  (m)         4269.50   (f) ADJ UNCH    1 2
 SS0081
 SS0081.Superseded values are not recommended for survey control.
 SS0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0081.See file dsdata.txt to determine how the superseded data were derived.
 SS0081
 SS0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT592229(NAD 83)
 SS0081_MARKER: DB = BENCH MARK DISK
 SS0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0081_STAMPING: A 167 1961
 SS0081_PROJECTION: PROJECTING 15 CENTIMETERS
 SS0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0081+STABILITY: SURFACE MOTION
 SS0081
 SS0081  HISTORY     - Date     Condition        Report By
 SS0081  HISTORY     - 1961     MONUMENTED       CGS
 SS0081  HISTORY     - 1980     POOR             NGS
 SS0081
 SS0081                          STATION DESCRIPTION
 SS0081
 SS0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0081'0.3 MI NW FROM STANFORD.
 SS0081'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0081'STATION AT STANFORD, IN SECTION 9, T 16 N, R 12 E, 9 POLES NORTHWEST
 SS0081'OF MILEPOST 154, 6 1/2 RAILS NORTHWEST OF A ROAD CROSSING, 41 FEET
 SS0081'NORTHEAST OF THE NORTHEAST RAIL, 68 FEET WEST OF AND ACROSS A GRAVELED
 SS0081'ROAD FROM A POWER POLE, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SS0081'GRAVELED ROAD WHICH PARALLELS THE TRACK, 6 FEET SOUTHWEST OF A FENCE,
 SS0081'1.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SS0081'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SS0081
 SS0081                          STATION RECOVERY (1980)
 SS0081
 SS0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0081'AT THE CROSSING OF THE GREAT NORTHERN RAILROAD AND STATE
 SS0081'HIGHWAY 80, 117.7 METERS (386 FT) NORTHWEST OF THE CENTERLINE OF THE
 SS0081'HIGHWAY, 12.2 METERS (40 FT) SOUTHWEST OF THE CENTER OF A GRAVELED
 SS0081'ROAD, 12.5 METERS (41 FT) NORTHEAST OF THE NORTHEAST RAIL.  NOTE=
 SS0081'THIS MARK HAS BEEN GRADED AROUND AND PROJECTS 4 FEET ABOVE THE
 SS0081'GROUND AND WAS DESTROYED AFTER THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0375 ***********************************************************************
 SR0375  DESIGNATION -  A 168
 SR0375  PID         -  SR0375
 SR0375  STATE/COUNTY-  MT/FERGUS
 SR0375  USGS QUAD   -  BROOKS (1985)
 SR0375
 SR0375                         *CURRENT SURVEY CONTROL
 SR0375  ___________________________________________________________________
 SR0375* NAD 83(1986)-  47 13 44.     (N)    109 25 32.     (W)     SCALED    
 SR0375* NAVD 88     -      1189.688  (meters)    3903.17   (feet)  ADJUSTED  
 SR0375  ___________________________________________________________________
 SR0375  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 SR0375  DYNAMIC HT  -        1189.576 (meters)    3902.80  (feet)  COMP
 SR0375  MODELED GRAV-     980,477.6   (mgal)                       NAVD 88
 SR0375
 SR0375  VERT ORDER  -  FIRST     CLASS II
 SR0375
 SR0375.The horizontal coordinates were scaled from a topographic map and have
 SR0375.an estimated accuracy of +/- 6 seconds.
 SR0375
 SR0375.The orthometric height was determined by differential leveling
 SR0375.and adjusted by the National Geodetic Survey in June 1991..
 SR0375
 SR0375.The geoid height was determined by GEOID03.
 SR0375
 SR0375.The dynamic height is computed by dividing the NAVD 88
 SR0375.geopotential number by the normal gravity value computed on the
 SR0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0375.degrees latitude (g = 980.6199 gals.).
 SR0375
 SR0375.The modeled gravity was interpolated from observed gravity values.
 SR0375
 SR0375;                    North         East    Units  Estimated Accuracy
 SR0375;SPC MT       -   331,010.      605,630.      MT  (+/- 180 meters Scaled)
 SR0375
 SR0375                          SUPERSEDED SURVEY CONTROL
 SR0375
 SR0375  NGVD 29 (??/??/92) 1188.819  (m)         3900.32   (f) ADJ UNCH    1 2
 SR0375
 SR0375.Superseded values are not recommended for survey control.
 SR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0375.See file dsdata.txt to determine how the superseded data were derived.
 SR0375
 SR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT191318(NAD 83)
 SR0375_MARKER: DB = BENCH MARK DISK
 SR0375_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0375_SP_SET: 26 FT
 SR0375_STAMPING: A 168 1961
 SR0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0375
 SR0375  HISTORY     - Date     Condition        Report By
 SR0375  HISTORY     - 1961     MONUMENTED       CGS
 SR0375
 SR0375                          STATION DESCRIPTION
 SR0375
 SR0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0375'1.9 MI N FROM BROOKS.
 SR0375'ABOUT 1.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0375'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT BROOKS, OR
 SR0375'4.15 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0375'PACIFIC RAILROAD FROM THE STATION AT HILGER, IN SECTION 16, T 17 N, R
 SR0375'18 E, 2 1/2 RAILS NORTH OF THE NORTH END OF A WOODEN TRESTLE, 85 FEET
 SR0375'NORTHWEST OF AND ACROSS THE TRACK FROM MILEPOST 13, 45 FEET WEST OF
 SR0375'THE WEST RAIL, 2 1/2 FEET EAST OF A FENCE, 1.2 FEET NORTHWEST OF A
 SR0375'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, A
 SR0375'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SR0375'DEPTH OF 26 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6
 SR0375'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0564 ***********************************************************************
 SR0564  DESIGNATION -  A 169
 SR0564  PID         -  SR0564
 SR0564  STATE/COUNTY-  MT/JUDITH BASIN
 SR0564  USGS QUAD   -  MOCCASIN (1970)
 SR0564
 SR0564                         *CURRENT SURVEY CONTROL
 SR0564  ___________________________________________________________________
 SR0564* NAD 83(1986)-  47 03 14.     (N)    109 54 24.     (W)     SCALED    
 SR0564* NAVD 88     -      1273.068  (meters)    4176.72   (feet)  ADJUSTED  
 SR0564  ___________________________________________________________________
 SR0564  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 SR0564  DYNAMIC HT  -        1272.875 (meters)    4176.09  (feet)  COMP
 SR0564  MODELED GRAV-     980,417.6   (mgal)                       NAVD 88
 SR0564
 SR0564  VERT ORDER  -  FIRST     CLASS II
 SR0564
 SR0564.The horizontal coordinates were scaled from a topographic map and have
 SR0564.an estimated accuracy of +/- 6 seconds.
 SR0564
 SR0564.The orthometric height was determined by differential leveling
 SR0564.and adjusted by the National Geodetic Survey in June 1991..
 SR0564
 SR0564.The geoid height was determined by GEOID03.
 SR0564
 SR0564.The dynamic height is computed by dividing the NAVD 88
 SR0564.geopotential number by the normal gravity value computed on the
 SR0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0564.degrees latitude (g = 980.6199 gals.).
 SR0564
 SR0564.The modeled gravity was interpolated from observed gravity values.
 SR0564
 SR0564;                    North         East    Units  Estimated Accuracy
 SR0564;SPC MT       -   311,650.      569,120.      MT  (+/- 180 meters Scaled)
 SR0564
 SR0564                          SUPERSEDED SURVEY CONTROL
 SR0564
 SR0564  NGVD 29 (??/??/92) 1272.131  (m)         4173.65   (f) ADJ UNCH    1 2
 SR0564
 SR0564.Superseded values are not recommended for survey control.
 SR0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0564.See file dsdata.txt to determine how the superseded data were derived.
 SR0564
 SR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT830117(NAD 83)
 SR0564_MARKER: DB = BENCH MARK DISK
 SR0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0564_SP_SET: FOUNDATION
 SR0564_STAMPING: A 169 1961
 SR0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0564
 SR0564  HISTORY     - Date     Condition        Report By
 SR0564  HISTORY     - 1961     MONUMENTED       CGS
 SR0564
 SR0564                          STATION DESCRIPTION
 SR0564
 SR0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0564'IN MOCCASIN.
 SR0564'AT MOCCASIN, 158 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM THE
 SR0564'SOUTHEAST CORNER OF THE GREAT NORTHERN RAILWAY STATION, 50 FEET SOUTH
 SR0564'OF THE SOUTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE NORTH END
 SR0564'OF THE MOST WESTERLY OF A GROUP OF CONCRETE FOUNDATIONS FOR AN OLD
 SR0564'BUILDING WHICH HAS BEEN TORN DOWN, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SR0564'TRACK, AND PROJECTING 36 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0558 ***********************************************************************
 SR0558  DESIGNATION -  A 170
 SR0558  PID         -  SR0558
 SR0558  STATE/COUNTY-  MT/FERGUS
 SR0558  USGS QUAD   -  LEWISTOWN (1985)
 SR0558
 SR0558                         *CURRENT SURVEY CONTROL
 SR0558  ___________________________________________________________________
 SR0558* NAD 83(1986)-  47 03 44.     (N)    109 25 01.     (W)     SCALED    
 SR0558* NAVD 88     -      1198.329  (meters)    3931.52   (feet)  ADJUSTED  
 SR0558  ___________________________________________________________________
 SR0558  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 SR0558  DYNAMIC HT  -        1198.178 (meters)    3931.02  (feet)  COMP
 SR0558  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 SR0558
 SR0558  VERT ORDER  -  SECOND    CLASS 0
 SR0558
 SR0558.The horizontal coordinates were scaled from a topographic map and have
 SR0558.an estimated accuracy of +/- 6 seconds.
 SR0558
 SR0558.The orthometric height was determined by differential leveling
 SR0558.and adjusted by the National Geodetic Survey in June 1991..
 SR0558
 SR0558.The geoid height was determined by GEOID03.
 SR0558
 SR0558.The dynamic height is computed by dividing the NAVD 88
 SR0558.geopotential number by the normal gravity value computed on the
 SR0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0558.degrees latitude (g = 980.6199 gals.).
 SR0558
 SR0558.The modeled gravity was interpolated from observed gravity values.
 SR0558
 SR0558;                    North         East    Units  Estimated Accuracy
 SR0558;SPC MT       -   312,490.      606,310.      MT  (+/- 180 meters Scaled)
 SR0558
 SR0558                          SUPERSEDED SURVEY CONTROL
 SR0558
 SR0558  NGVD 29 (??/??/92) 1197.445  (m)         3928.62   (f) ADJ UNCH    2 0
 SR0558
 SR0558.Superseded values are not recommended for survey control.
 SR0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0558.See file dsdata.txt to determine how the superseded data were derived.
 SR0558
 SR0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT202132(NAD 83)
 SR0558_MARKER: DB = BENCH MARK DISK
 SR0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0558_SP_SET: ABUTMENT
 SR0558_STAMPING: A 170 1961
 SR0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0558
 SR0558  HISTORY     - Date     Condition        Report By
 SR0558  HISTORY     - 1961     MONUMENTED       CGS
 SR0558
 SR0558                          STATION DESCRIPTION
 SR0558
 SR0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0558'0.55 MI SE FROM LEWISTOWN.
 SR0558'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0558'STATION AT LEWISTOWN, THENCE 0.35 MILE SOUTHEAST ALONG THE CHICAGO,
 SR0558'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, IN SECTION 14, T 15 N, R 18
 SR0558'E, 0.35 MILE SOUTHEAST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SR0558'RAILROAD STATION WHICH IS ABANDONED, 64 FEET NORTHEAST OF THE
 SR0558'NORTHEAST RAIL OF THE MAIN TRACK, 22 FEET SOUTHEAST OF THE CENTER LINE
 SR0558'OF A PAVED ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 SR0558'CONCRETE ABUTMENT OF A BRIDGE, 136 FEET EAST OF A GROUP OF LARGE
 SR0558'CONCRETE GRAIN ELEVATORS, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0102 ***********************************************************************
 SR0102  DESIGNATION -  A 171
 SR0102  PID         -  SR0102
 SR0102  STATE/COUNTY-  MT/FERGUS
 SR0102  USGS QUAD   -  ROY (1985)
 SR0102
 SR0102                         *CURRENT SURVEY CONTROL
 SR0102  ___________________________________________________________________
 SR0102* NAD 83(1986)-  47 20 15.     (N)    108 58 15.     (W)     SCALED    
 SR0102* NAVD 88     -      1069.134  (meters)    3507.65   (feet)  ADJUSTED  
 SR0102  ___________________________________________________________________
 SR0102  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SR0102  DYNAMIC HT  -        1069.074 (meters)    3507.45  (feet)  COMP
 SR0102  MODELED GRAV-     980,519.1   (mgal)                       NAVD 88
 SR0102
 SR0102  VERT ORDER  -  FIRST     CLASS II
 SR0102
 SR0102.The horizontal coordinates were scaled from a topographic map and have
 SR0102.an estimated accuracy of +/- 6 seconds.
 SR0102
 SR0102.The orthometric height was determined by differential leveling
 SR0102.and adjusted by the National Geodetic Survey in June 1991..
 SR0102
 SR0102.The geoid height was determined by GEOID03.
 SR0102
 SR0102.The dynamic height is computed by dividing the NAVD 88
 SR0102.geopotential number by the normal gravity value computed on the
 SR0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0102.degrees latitude (g = 980.6199 gals.).
 SR0102
 SR0102.The modeled gravity was interpolated from observed gravity values.
 SR0102
 SR0102;                    North         East    Units  Estimated Accuracy
 SR0102;SPC MT       -   343,210.      639,970.      MT  (+/- 180 meters Scaled)
 SR0102
 SR0102                          SUPERSEDED SURVEY CONTROL
 SR0102
 SR0102  NGVD 29 (??/??/92) 1068.331  (m)         3505.02   (f) ADJ UNCH    1 2
 SR0102
 SR0102.Superseded values are not recommended for survey control.
 SR0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0102.See file dsdata.txt to determine how the superseded data were derived.
 SR0102
 SR0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT532446(NAD 83)
 SR0102_MARKER: DB = BENCH MARK DISK
 SR0102_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0102_SP_SET: 8.5 FT
 SR0102_STAMPING: A 171 1961
 SR0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0102
 SR0102  HISTORY     - Date     Condition        Report By
 SR0102  HISTORY     - 1961     MONUMENTED       CGS
 SR0102  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0102  HISTORY     - 1980     GOOD             NGS
 SR0102
 SR0102                          STATION DESCRIPTION
 SR0102
 SR0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0102'0.5 MI W FROM ROY.
 SR0102'ABOUT 0.5 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SR0102'RAILROAD FROM THE STATION AT ROY, IN SECTION 7, T 18 N, R 22 E, 11
 SR0102'RAILS EAST OF THE EAST END OF A TRESTLE, 30 1/2 FEET SOUTH OF MILEPOST
 SR0102'43, ABOUT 100 YARDS NORTH OF STATE HIGHWAY 19, 47 FEET SOUTH OF THE
 SR0102'SOUTH RAIL, 1 1/2 FEET NORTH OF A FENCE, 1.8 FEET SOUTHWEST OF A METAL
 SR0102'WITNESS POST ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE
 SR0102'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 1/2
 SR0102'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
 SR0102
 SR0102                          STATION RECOVERY (1979)
 SR0102
 SR0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0102'MARK NOT FOUND.
 SR0102
 SR0102                          STATION RECOVERY (1980)
 SR0102
 SR0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0102'0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 SR0102'ROY, THENCE 0.8 KM (0.5 MI) WEST ALONG U.S. HIGHWAY 191, IN A SMALL
 SR0102'CLUMP OF BUSHES IN A HAY FIELD, 51.8 METERS (170.0 FT) NORTH OF
 SR0102'THE CENTERLINE OF THE HIGHWAY, 94.2 METERS (309.0 FT) EAST-
 SR0102'SOUTHEAST OF A FENCE CORNER AND 28.6 METERS (94.0 FT) NORTH OF A
 SR0102'FENCE.
 SR0102'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 SR0102'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0127 ***********************************************************************
 SR0127  DESIGNATION -  A 172
 SR0127  PID         -  SR0127
 SR0127  STATE/COUNTY-  MT/FERGUS
 SR0127  USGS QUAD   -  BOHEMIAN CORNERS (1985)
 SR0127
 SR0127                         *CURRENT SURVEY CONTROL
 SR0127  ___________________________________________________________________
 SR0127* NAD 83(1986)-  47 15 35.     (N)    108 49 59.     (W)     SCALED    
 SR0127* NAVD 88     -      1034.562  (meters)    3394.23   (feet)  ADJUSTED  
 SR0127  ___________________________________________________________________
 SR0127  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 SR0127  DYNAMIC HT  -        1034.515 (meters)    3394.07  (feet)  COMP
 SR0127  MODELED GRAV-     980,531.3   (mgal)                       NAVD 88
 SR0127
 SR0127  VERT ORDER  -  SECOND    CLASS 0
 SR0127
 SR0127.The horizontal coordinates were scaled from a topographic map and have
 SR0127.an estimated accuracy of +/- 6 seconds.
 SR0127
 SR0127.The orthometric height was determined by differential leveling
 SR0127.and adjusted by the National Geodetic Survey in June 1991..
 SR0127
 SR0127.The geoid height was determined by GEOID03.
 SR0127
 SR0127.The dynamic height is computed by dividing the NAVD 88
 SR0127.geopotential number by the normal gravity value computed on the
 SR0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0127.degrees latitude (g = 980.6199 gals.).
 SR0127
 SR0127.The modeled gravity was interpolated from observed gravity values.
 SR0127
 SR0127;                    North         East    Units  Estimated Accuracy
 SR0127;SPC MT       -   334,650.      650,450.      MT  (+/- 180 meters Scaled)
 SR0127
 SR0127                          SUPERSEDED SURVEY CONTROL
 SR0127
 SR0127  NGVD 29 (??/??/92) 1033.785  (m)         3391.68   (f) ADJ UNCH    2 0
 SR0127
 SR0127.Superseded values are not recommended for survey control.
 SR0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0127.See file dsdata.txt to determine how the superseded data were derived.
 SR0127
 SR0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT639363(NAD 83)
 SR0127_MARKER: DB = BENCH MARK DISK
 SR0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0127_STAMPING: A 172 1961
 SR0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0127+STABILITY: SURFACE MOTION
 SR0127
 SR0127  HISTORY     - Date     Condition        Report By
 SR0127  HISTORY     - 1961     MONUMENTED       CGS
 SR0127  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0127
 SR0127                          STATION DESCRIPTION
 SR0127
 SR0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0127'11.0 MI SE FROM ROY.
 SR0127'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0127'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 4.45
 SR0127'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.4 MILES SOUTH ALONG A
 SR0127'GRADED DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.7
 SR0127'MILE EAST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED
 SR0127'DIRT ROAD, IN SECTION 6, T 17 N, R 23 E, 103 FEET SOUTHWEST OF THE
 SR0127'CENTER LINE OF THE ROAD, 320 YARDS SOUTH OF THE JUNCTION OF THE ROAD
 SR0127'AND A GRADED DIRT ROAD LEADING SOUTHWEST TO THE WALTER G. BRASHIER
 SR0127'RANCH, 216 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING TO
 SR0127'THE RANCH, 72 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET NORTHWEST OF A
 SR0127'FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SR0127'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 SR0127
 SR0127                          STATION RECOVERY (1979)
 SR0127
 SR0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0193 ***********************************************************************
 SR0193  DESIGNATION -  A 173
 SR0193  PID         -  SR0193
 SR0193  STATE/COUNTY-  MT/FERGUS
 SR0193  USGS QUAD   -  SLOAN RESERVOIR (1985)
 SR0193
 SR0193                         *CURRENT SURVEY CONTROL
 SR0193  ___________________________________________________________________
 SR0193* NAD 83(1986)-  47 23 58.     (N)    108 44 30.     (W)     SCALED    
 SR0193* NAVD 88     -       929.239  (meters)    3048.68   (feet)  ADJUSTED  
 SR0193  ___________________________________________________________________
 SR0193  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 SR0193  DYNAMIC HT  -         929.221 (meters)    3048.62  (feet)  COMP
 SR0193  MODELED GRAV-     980,561.3   (mgal)                       NAVD 88
 SR0193
 SR0193  VERT ORDER  -  SECOND    CLASS 0
 SR0193
 SR0193.The horizontal coordinates were scaled from a topographic map and have
 SR0193.an estimated accuracy of +/- 6 seconds.
 SR0193
 SR0193.The orthometric height was determined by differential leveling
 SR0193.and adjusted by the National Geodetic Survey in June 1991..
 SR0193
 SR0193.The geoid height was determined by GEOID03.
 SR0193
 SR0193.The dynamic height is computed by dividing the NAVD 88
 SR0193.geopotential number by the normal gravity value computed on the
 SR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0193.degrees latitude (g = 980.6199 gals.).
 SR0193
 SR0193.The modeled gravity was interpolated from observed gravity values.
 SR0193
 SR0193;                    North         East    Units  Estimated Accuracy
 SR0193;SPC MT       -   350,240.      657,210.      MT  (+/- 180 meters Scaled)
 SR0193
 SR0193                          SUPERSEDED SURVEY CONTROL
 SR0193
 SR0193  NGVD 29 (??/??/92)  928.464  (m)         3046.14   (f) ADJ UNCH    2 0
 SR0193
 SR0193.Superseded values are not recommended for survey control.
 SR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0193.See file dsdata.txt to determine how the superseded data were derived.
 SR0193
 SR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT704520(NAD 83)
 SR0193_MARKER: DB = BENCH MARK DISK
 SR0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0193_STAMPING: A 173 1961
 SR0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0193+STABILITY: SURFACE MOTION
 SR0193
 SR0193  HISTORY     - Date     Condition        Report By
 SR0193  HISTORY     - 1961     MONUMENTED       CGS
 SR0193
 SR0193                          STATION DESCRIPTION
 SR0193
 SR0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0193'12.15 MI NE FROM ROY.
 SR0193'ABOUT 7.6 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0193'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 4.0
 SR0193'MILES NORTHEAST ALONG STATE HIGHWAY 19, THENCE 0.55 MILE NORTHEAST
 SR0193'ALONG AN ABANDONED GRAVELED ROAD, IN SECTION 23, T 19 N, R 23 E, 0.1
 SR0193'MILE SOUTHWEST OF A SMALL WOODEN BRIDGE, 48 FEET SOUTHEAST OF THE
 SR0193'CENTER LINE OF THE GRAVELED ROAD, 36 FEET WEST OF THE CENTER LINE OF A
 SR0193'DIM TRAIL ROAD LEADING SOUTH, 1 FOOT NORTHWEST OF A FENCE, 1.4 FEET
 SR0193'NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SR0193'GRAVELED ROAD, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF
 SR0193'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0291 ***********************************************************************
 SR0291  DESIGNATION -  A 174
 SR0291  PID         -  SR0291
 SR0291  STATE/COUNTY-  MT/FERGUS
 SR0291  USGS QUAD   -  WINIFRED EAST (1985)
 SR0291
 SR0291                         *CURRENT SURVEY CONTROL
 SR0291  ___________________________________________________________________
 SR0291* NAD 83(1986)-  47 35 03.     (N)    109 16 51.     (W)     SCALED    
 SR0291* NAVD 88     -       994.966  (meters)    3264.32   (feet)  ADJUSTED  
 SR0291  ___________________________________________________________________
 SR0291  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SR0291  DYNAMIC HT  -         994.934 (meters)    3264.21  (feet)  COMP
 SR0291  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 SR0291
 SR0291  VERT ORDER  -  FIRST     CLASS II
 SR0291
 SR0291.The horizontal coordinates were scaled from a topographic map and have
 SR0291.an estimated accuracy of +/- 6 seconds.
 SR0291
 SR0291.The orthometric height was determined by differential leveling
 SR0291.and adjusted by the National Geodetic Survey in June 1991..
 SR0291
 SR0291.The geoid height was determined by GEOID03.
 SR0291
 SR0291.The dynamic height is computed by dividing the NAVD 88
 SR0291.geopotential number by the normal gravity value computed on the
 SR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0291.degrees latitude (g = 980.6199 gals.).
 SR0291
 SR0291.The modeled gravity was interpolated from observed gravity values.
 SR0291
 SR0291;                    North         East    Units  Estimated Accuracy
 SR0291;SPC MT       -   370,510.      616,480.      MT  (+/- 180 meters Scaled)
 SR0291
 SR0291                          SUPERSEDED SURVEY CONTROL
 SR0291
 SR0291  NGVD 29 (??/??/92)  994.151  (m)         3261.64   (f) ADJ UNCH    1 2
 SR0291
 SR0291.Superseded values are not recommended for survey control.
 SR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0291.See file dsdata.txt to determine how the superseded data were derived.
 SR0291
 SR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT292715(NAD 83)
 SR0291_MARKER: DB = BENCH MARK DISK
 SR0291_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0291_SP_SET: 10 FEET
 SR0291_STAMPING: A 174 1961
 SR0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0291
 SR0291  HISTORY     - Date     Condition        Report By
 SR0291  HISTORY     - 1961     MONUMENTED       CGS
 SR0291
 SR0291                          STATION DESCRIPTION
 SR0291
 SR0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0291'5.9 MI NE FROM WINIFRED.
 SR0291'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0291'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0291'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.9 MILES EAST ALONG A
 SR0291'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 SR0291'MILE EAST ALONG A GRAVELED ROAD, IN SECTION 15, T 21 N, R 19 E, 98
 SR0291'FEET NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET EAST OF THE CENTER
 SR0291'LINE OF A DIRT ROAD, 102 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 SR0291'OF THE GRAVELED ROAD AND A DIRT ROAD LEADING NORTH, 81 1/2 FEET
 SR0291'NORTHEAST OF AND ACROSS THE DIRT ROAD FROM A POWER POLE, 1 FOOT WEST
 SR0291'OF A FENCE, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 SR0291'BELOW THE LEVEL OF THE GRAVELED ROAD, ABOUT LEVEL WITH THE DIRT ROAD,
 SR0291'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SR0291'DEPTH OF 10 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 7
 SR0291'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0196 ***********************************************************************
 SS0196  DESIGNATION -  A 175
 SS0196  PID         -  SS0196
 SS0196  STATE/COUNTY-  MT/JUDITH BASIN
 SS0196  USGS QUAD   -  GEYSER (1979)
 SS0196
 SS0196                         *CURRENT SURVEY CONTROL
 SS0196  ___________________________________________________________________
 SS0196* NAD 83(1986)-  47 16 23.     (N)    110 29 23.     (W)     SCALED    
 SS0196* NAVD 88     -      1248.402  (meters)    4095.80   (feet)  ADJUSTED  
 SS0196  ___________________________________________________________________
 SS0196  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 SS0196  DYNAMIC HT  -        1248.245 (meters)    4095.28  (feet)  COMP
 SS0196  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 SS0196
 SS0196  VERT ORDER  -  SECOND    CLASS 0
 SS0196
 SS0196.The horizontal coordinates were scaled from a topographic map and have
 SS0196.an estimated accuracy of +/- 6 seconds.
 SS0196
 SS0196.The orthometric height was determined by differential leveling
 SS0196.and adjusted by the National Geodetic Survey in June 1991..
 SS0196
 SS0196.The geoid height was determined by GEOID03.
 SS0196
 SS0196.The dynamic height is computed by dividing the NAVD 88
 SS0196.geopotential number by the normal gravity value computed on the
 SS0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0196.degrees latitude (g = 980.6199 gals.).
 SS0196
 SS0196.The modeled gravity was interpolated from observed gravity values.
 SS0196
 SS0196;                    North         East    Units  Estimated Accuracy
 SS0196;SPC MT       -   336,390.      525,160.      MT  (+/- 180 meters Scaled)
 SS0196
 SS0196                          SUPERSEDED SURVEY CONTROL
 SS0196
 SS0196  NGVD 29 (??/??/92) 1247.464  (m)         4092.72   (f) ADJ UNCH    2 0
 SS0196
 SS0196.Superseded values are not recommended for survey control.
 SS0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0196.See file dsdata.txt to determine how the superseded data were derived.
 SS0196
 SS0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT385356(NAD 83)
 SS0196_MARKER: DB = BENCH MARK DISK
 SS0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0196_SP_SET: FOUNDATION
 SS0196_STAMPING: A 175 1961
 SS0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0196
 SS0196  HISTORY     - Date     Condition        Report By
 SS0196  HISTORY     - 1961     MONUMENTED       CGS
 SS0196
 SS0196                          STATION DESCRIPTION
 SS0196
 SS0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0196'0.95 MI N FROM GEYSER.
 SS0196'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0196'AT GEYSER, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 32,
 SS0196'T 18 N, R 10 E, ABOUT 0.1 MILE WEST OF A RANCH HOUSE WHICH BELONGS TO
 SS0196'MR. ED KOLAR, 123 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 SS0196'SET IN THE TOP OF THE CONCRETE FOUNDATION AT THE NORTHWEST CORNER OF A
 SS0196'LARGE WOODEN GRANARY, 71 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 SS0196'DRIVEWAY, 6 INCHES SOUTH OF THE NORTHWEST CORNER OF THE BUILDING,
 SS0196'ABOUT LEVEL WITH THE ROAD, AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0464 ***********************************************************************
 RV0464  DESIGNATION -  A 176
 RV0464  PID         -  RV0464
 RV0464  STATE/COUNTY-  MT/JUDITH BASIN
 RV0464  USGS QUAD   -  SIPPLE (1970)
 RV0464
 RV0464                         *CURRENT SURVEY CONTROL
 RV0464  ___________________________________________________________________
 RV0464* NAD 83(1986)-  46 59 15.     (N)    109 45 59.     (W)     SCALED    
 RV0464* NAVD 88     -      1205.611  (meters)    3955.41   (feet)  ADJUSTED  
 RV0464  ___________________________________________________________________
 RV0464  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 RV0464  DYNAMIC HT  -        1205.439 (meters)    3954.84  (feet)  COMP
 RV0464  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 RV0464
 RV0464  VERT ORDER  -  FIRST     CLASS II
 RV0464
 RV0464.The horizontal coordinates were scaled from a topographic map and have
 RV0464.an estimated accuracy of +/- 6 seconds.
 RV0464
 RV0464.The orthometric height was determined by differential leveling
 RV0464.and adjusted by the National Geodetic Survey in June 1991..
 RV0464
 RV0464.The geoid height was determined by GEOID03.
 RV0464
 RV0464.The dynamic height is computed by dividing the NAVD 88
 RV0464.geopotential number by the normal gravity value computed on the
 RV0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0464.degrees latitude (g = 980.6199 gals.).
 RV0464
 RV0464.The modeled gravity was interpolated from observed gravity values.
 RV0464
 RV0464;                    North         East    Units  Estimated Accuracy
 RV0464;SPC MT       -   304,220.      579,750.      MT  (+/- 180 meters Scaled)
 RV0464
 RV0464                          SUPERSEDED SURVEY CONTROL
 RV0464
 RV0464  NGVD 29 (??/??/92) 1204.680  (m)         3952.35   (f) ADJ UNCH    1 2
 RV0464
 RV0464.Superseded values are not recommended for survey control.
 RV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0464.See file dsdata.txt to determine how the superseded data were derived.
 RV0464
 RV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT938045(NAD 83)
 RV0464_MARKER: DB = BENCH MARK DISK
 RV0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0464_STAMPING: A 176 1961
 RV0464_PROJECTION: PROJECTING 4 CENTIMETERS
 RV0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0464+STABILITY: SURFACE MOTION
 RV0464
 RV0464  HISTORY     - Date     Condition        Report By
 RV0464  HISTORY     - 1961     MONUMENTED       CGS
 RV0464  HISTORY     - 1980     GOOD             NGS
 RV0464
 RV0464                          STATION DESCRIPTION
 RV0464
 RV0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0464'3.75 MI W FROM MOORE.
 RV0464'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 RV0464'AT MOORE, THENCE 3.1 MILES WEST ALONG U. S. HIGHWAY 87, OR 0.2 MILE
 RV0464'EAST ALONG A PAVED ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 RV0464'HOBSON, THENCE 5.2 MILES EAST ALONG U. S. HIGHWAY 87, IN SECTION 12, T
 RV0464'14 N, R 15 E, 1.1 MILES WEST OF THE JUNCTION OF THE HIGHWAY AND STATE
 RV0464'HIGHWAY 19, 0.55 MILE WEST OF THE FERGUS-JUDITH BASIN COUNTY LINE, 49
 RV0464'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF THE
 RV0464'CENTER OF A WIRE GATE, 2 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A
 RV0464'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 RV0464'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- IT IS
 RV0464'ON THE NEW RIGHT-OF-WAY LINE OF U.S. HIGHWAY 87 AND SHOULD BE IN NO
 RV0464'DANGER DURING THE PRESENT CONSTRUCTION PROJECT.
 RV0464
 RV0464                          STATION RECOVERY (1980)
 RV0464
 RV0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0464'1.0 KM (0.65 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 RV0464'MOORE, THENCE 5.0 KM (3.1 MI) WEST ALONG U.S. HIGHWAY 87, 1.8 KM (1.1
 RV0464'MI) WEST OF EDDIES CORNER, 0.9 KM (0.55 MI) WEST OF THE FERGUS-JUDITH
 RV0464'BASIN COUNTY LINE, AT A FIELD ENTRANCE ROAD LEADING SOUTH, 14.9 METERS
 RV0464'(49 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.0 METERS (13.0 FT)
 RV0464'EAST OF THE CENTER OF A WIRE GATE AND 0.5 METER (1.5 FT) NORTH OF A
 RV0464'FENCE.
 RV0464'THE MARK IS 1.6 METERS  E FROM A WITNESS POST.
 RV0464'THE MARK IS 0.6 M BELOW ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0360 ***********************************************************************
 RV0360  DESIGNATION -  A 177
 RV0360  PID         -  RV0360
 RV0360  STATE/COUNTY-  MT/JUDITH BASIN
 RV0360  USGS QUAD   -  SIPPLE (1970)
 RV0360
 RV0360                         *CURRENT SURVEY CONTROL
 RV0360  ___________________________________________________________________
 RV0360* NAD 83(1986)-  46 56 12.     (N)    109 48 38.     (W)     SCALED    
 RV0360* NAVD 88     -      1235.638  (meters)    4053.92   (feet)  ADJUSTED  
 RV0360  ___________________________________________________________________
 RV0360  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 RV0360  DYNAMIC HT  -        1235.441 (meters)    4053.28  (feet)  COMP
 RV0360  MODELED GRAV-     980,411.3   (mgal)                       NAVD 88
 RV0360
 RV0360  VERT ORDER  -  FIRST     CLASS II
 RV0360
 RV0360.The horizontal coordinates were scaled from a topographic map and have
 RV0360.an estimated accuracy of +/- 6 seconds.
 RV0360
 RV0360.The orthometric height was determined by differential leveling
 RV0360.and adjusted by the National Geodetic Survey in June 1991..
 RV0360
 RV0360.The geoid height was determined by GEOID03.
 RV0360
 RV0360.The dynamic height is computed by dividing the NAVD 88
 RV0360.geopotential number by the normal gravity value computed on the
 RV0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0360.degrees latitude (g = 980.6199 gals.).
 RV0360
 RV0360.The modeled gravity was interpolated from observed gravity values.
 RV0360
 RV0360;                    North         East    Units  Estimated Accuracy
 RV0360;SPC MT       -   298,590.      576,370.      MT  (+/- 180 meters Scaled)
 RV0360
 RV0360                          SUPERSEDED SURVEY CONTROL
 RV0360
 RV0360  NGVD 29 (??/??/92) 1234.709  (m)         4050.87   (f) ADJ UNCH    1 2
 RV0360
 RV0360.Superseded values are not recommended for survey control.
 RV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0360.See file dsdata.txt to determine how the superseded data were derived.
 RV0360
 RV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS905988(NAD 83)
 RV0360_MARKER: DB = BENCH MARK DISK
 RV0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0360_STAMPING: A 177 1961
 RV0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0360+STABILITY: SURFACE MOTION
 RV0360
 RV0360  HISTORY     - Date     Condition        Report By
 RV0360  HISTORY     - 1961     MONUMENTED       CGS
 RV0360
 RV0360                          STATION DESCRIPTION
 RV0360
 RV0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0360'6.65 MI SE FROM HOBSON.
 RV0360'ABOUT 6.65 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0360'STATION AT HOBSON, IN SECTION 34, T 14 N, R 15 E, 0.25 MILE NORTHWEST
 RV0360'OF A ROAD CROSSING, 7 POLES NORTHWEST OF MILEPOST 123, 6 POLES
 RV0360'SOUTHEAST OF A TRESTLE, 70 FEET NORTHEAST OF THE NORTHEAST RAIL, 2
 RV0360'FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 RV0360'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 RV0360'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0420 ***********************************************************************
 SS0420  DESIGNATION -  A 178
 SS0420  PID         -  SS0420
 SS0420  STATE/COUNTY-  MT/JUDITH BASIN
 SS0420  USGS QUAD   -  BYRNE CREEK (1995)
 SS0420
 SS0420                         *CURRENT SURVEY CONTROL
 SS0420  ___________________________________________________________________
 SS0420* NAD 83(1986)-  47 20 39.     (N)    110 30 44.     (W)     SCALED    
 SS0420* NAVD 88     -      1300.180  (meters)    4265.67   (feet)  ADJUSTED  
 SS0420  ___________________________________________________________________
 SS0420  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 SS0420  DYNAMIC HT  -        1300.023 (meters)    4265.16  (feet)  COMP
 SS0420  MODELED GRAV-     980,446.3   (mgal)                       NAVD 88
 SS0420
 SS0420  VERT ORDER  -  SECOND    CLASS 0
 SS0420
 SS0420.The horizontal coordinates were scaled from a topographic map and have
 SS0420.an estimated accuracy of +/- 6 seconds.
 SS0420
 SS0420.The orthometric height was determined by differential leveling
 SS0420.and adjusted by the National Geodetic Survey in June 1991..
 SS0420
 SS0420.The geoid height was determined by GEOID03.
 SS0420
 SS0420.The dynamic height is computed by dividing the NAVD 88
 SS0420.geopotential number by the normal gravity value computed on the
 SS0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0420.degrees latitude (g = 980.6199 gals.).
 SS0420
 SS0420.The modeled gravity was interpolated from observed gravity values.
 SS0420
 SS0420;                    North         East    Units  Estimated Accuracy
 SS0420;SPC MT       -   344,310.      523,560.      MT  (+/- 180 meters Scaled)
 SS0420
 SS0420                          SUPERSEDED SURVEY CONTROL
 SS0420
 SS0420  NGVD 29 (??/??/92) 1299.240  (m)         4262.59   (f) ADJ UNCH    2 0
 SS0420
 SS0420.Superseded values are not recommended for survey control.
 SS0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0420.See file dsdata.txt to determine how the superseded data were derived.
 SS0420
 SS0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT368435(NAD 83)
 SS0420_MARKER: DB = BENCH MARK DISK
 SS0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0420_STAMPING: A 178 1961
 SS0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0420+STABILITY: SURFACE MOTION
 SS0420
 SS0420  HISTORY     - Date     Condition        Report By
 SS0420  HISTORY     - 1961     MONUMENTED       CGS
 SS0420
 SS0420                          STATION DESCRIPTION
 SS0420
 SS0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0420'7.6 MI N FROM GEYSER.
 SS0420'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0420'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.3
 SS0420'MILES WEST ALONG A DIRT ROAD, IN SECTION 6, T 18 N, R 10 E, 32 FEET
 SS0420'NORTH OF THE CENTER LINE OF THE ROAD, 46 FEET NORTHEAST OF THE
 SS0420'NORTHEAST CORNER OF A SMALL WOODEN BRIDGE, 13 FEET EAST OF THE CENTER
 SS0420'OF A WIRE GATE AT THE ENTRANCE TO A FIELD, 1 1/2 FEET NORTH OF A
 SS0420'FENCE, 2.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 SS0420'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SS0420'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0421 ***********************************************************************
 SS0421  DESIGNATION -  A 179
 SS0421  PID         -  SS0421
 SS0421  STATE/COUNTY-  MT/CASCADE
 SS0421  USGS QUAD   -  BELT (1982)
 SS0421
 SS0421                         *CURRENT SURVEY CONTROL
 SS0421  ___________________________________________________________________
 SS0421* NAD 83(1986)-  47 23 19.     (N)    110 55 10.     (W)     SCALED    
 SS0421* NAVD 88     -      1125.617  (meters)    3692.96   (feet)  ADJUSTED  
 SS0421  ___________________________________________________________________
 SS0421  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SS0421  DYNAMIC HT  -        1125.518 (meters)    3692.64  (feet)  COMP
 SS0421  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 SS0421
 SS0421  VERT ORDER  -  SECOND    CLASS 0
 SS0421
 SS0421.The horizontal coordinates were scaled from a topographic map and have
 SS0421.an estimated accuracy of +/- 6 seconds.
 SS0421
 SS0421.The orthometric height was determined by differential leveling
 SS0421.and adjusted by the National Geodetic Survey in June 1991..
 SS0421
 SS0421.The geoid height was determined by GEOID03.
 SS0421
 SS0421.The dynamic height is computed by dividing the NAVD 88
 SS0421.geopotential number by the normal gravity value computed on the
 SS0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0421.degrees latitude (g = 980.6199 gals.).
 SS0421
 SS0421.The modeled gravity was interpolated from observed gravity values.
 SS0421
 SS0421;                    North         East    Units  Estimated Accuracy
 SS0421;SPC MT       -   349,730.      492,900.      MT  (+/- 180 meters Scaled)
 SS0421
 SS0421                          SUPERSEDED SURVEY CONTROL
 SS0421
 SS0421  NGVD 29 (??/??/92) 1124.696  (m)         3689.94   (f) ADJ UNCH    2 0
 SS0421
 SS0421.Superseded values are not recommended for survey control.
 SS0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0421.See file dsdata.txt to determine how the superseded data were derived.
 SS0421
 SS0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT060483(NAD 83)
 SS0421_MARKER: DB = BENCH MARK DISK
 SS0421_SETTING: 66 = SET IN ROCK OUTCROP
 SS0421_SP_SET: ROCK LEDGE
 SS0421_STAMPING: A 179 1961
 SS0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0421+STABILITY: POSITION/ELEVATION WELL
 SS0421
 SS0421  HISTORY     - Date     Condition        Report By
 SS0421  HISTORY     - 1961     MONUMENTED       CGS
 SS0421  HISTORY     - 1978     MARK NOT FOUND   USGS
 SS0421  HISTORY     - 1980     MARK NOT FOUND   NGS
 SS0421
 SS0421                          STATION DESCRIPTION
 SS0421
 SS0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0421'1.0 MI NE FROM BELT.
 SS0421'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0421'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0421'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A
 SS0421'GRAVELED ROAD, ABOUT MIDWAY OF A LONG HILL, 16 FEET EAST OF THE CENTER
 SS0421'LINE OF THE ROAD, SET IN THE TOP OF A ROCK LEDGE AT THE BOTTOM OF A
 SS0421'BANK ON THE EAST SIDE OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 SS0421'ROAD, AND PROJECTING 12 INCHES ABOVE THE GROUND.
 SS0421
 SS0421                          STATION RECOVERY (1978)
 SS0421
 SS0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SS0421'MARK NOT FOUND.
 SS0421
 SS0421                          STATION RECOVERY (1980)
 SS0421
 SS0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0421'THE ROAD HAS BEEN WIDENED AND THE MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0090 ***********************************************************************
 TH0090  DESIGNATION -  A 18
 TH0090  PID         -  TH0090
 TH0090  STATE/COUNTY-  MT/ROOSEVELT
 TH0090  USGS QUAD   -  FORT KIPP (1989)
 TH0090
 TH0090                         *CURRENT SURVEY CONTROL
 TH0090  ___________________________________________________________________
 TH0090* NAD 83(1986)-  48 08 48.     (N)    104 44 14.     (W)     SCALED    
 TH0090* NAVD 88     -       592.885  (meters)    1945.16   (feet)  ADJUSTED  
 TH0090  ___________________________________________________________________
 TH0090  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 TH0090  DYNAMIC HT  -         592.960 (meters)    1945.40  (feet)  COMP
 TH0090  MODELED GRAV-     980,719.2   (mgal)                       NAVD 88
 TH0090
 TH0090  VERT ORDER  -  FIRST     CLASS II
 TH0090
 TH0090.The horizontal coordinates were scaled from a topographic map and have
 TH0090.an estimated accuracy of +/- 6 seconds.
 TH0090
 TH0090.The orthometric height was determined by differential leveling
 TH0090.and adjusted by the National Geodetic Survey in June 1991..
 TH0090
 TH0090.The geoid height was determined by GEOID03.
 TH0090
 TH0090.The dynamic height is computed by dividing the NAVD 88
 TH0090.geopotential number by the normal gravity value computed on the
 TH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0090.degrees latitude (g = 980.6199 gals.).
 TH0090
 TH0090.The modeled gravity was interpolated from observed gravity values.
 TH0090
 TH0090;                    North         East    Units  Estimated Accuracy
 TH0090;SPC MT       -   443,770.      954,050.      MT  (+/- 180 meters Scaled)
 TH0090
 TH0090                          SUPERSEDED SURVEY CONTROL
 TH0090
 TH0090  NGVD 29 (??/??/92)  592.351  (m)         1943.40   (f) ADJ UNCH    1 2
 TH0090
 TH0090.Superseded values are not recommended for survey control.
 TH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0090.See file dsdata.txt to determine how the superseded data were derived.
 TH0090
 TH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP195326(NAD 83)
 TH0090_MARKER: Z = SEE DESCRIPTION
 TH0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TH0090_SP_SET: BRIDGE
 TH0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0090
 TH0090  HISTORY     - Date     Condition        Report By
 TH0090  HISTORY     - UNK      MONUMENTED       CGS
 TH0090  HISTORY     - 1934     MARK NOT FOUND   NGS
 TH0090
 TH0090                          STATION DESCRIPTION
 TH0090
 TH0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0090'5.5 MI W FROM BLAIR.
 TH0090'5-1/2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM BLAIR,
 TH0090'ROOSEVELT COUNTY, AND ON THE TOP OF THE NORTH END OF BRIDGE 299.  THE
 TH0090'BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0103 ***********************************************************************
 SS0103  DESIGNATION -  A 180
 SS0103  PID         -  SS0103
 SS0103  STATE/COUNTY-  MT/JUDITH BASIN
 SS0103  USGS QUAD   -  BENCHLAND (1978)
 SS0103
 SS0103                         *CURRENT SURVEY CONTROL
 SS0103  ___________________________________________________________________
 SS0103* NAD 83(1986)-  47 04 10.     (N)    110 01 49.     (W)     SCALED    
 SS0103* NAVD 88     -      1329.201  (meters)    4360.89   (feet)  ADJUSTED  
 SS0103  ___________________________________________________________________
 SS0103  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 SS0103  DYNAMIC HT  -        1328.994 (meters)    4360.21  (feet)  COMP
 SS0103  MODELED GRAV-     980,410.5   (mgal)                       NAVD 88
 SS0103
 SS0103  VERT ORDER  -  SECOND    CLASS 0
 SS0103
 SS0103.The horizontal coordinates were scaled from a topographic map and have
 SS0103.an estimated accuracy of +/- 6 seconds.
 SS0103
 SS0103.The orthometric height was determined by differential leveling
 SS0103.and adjusted by the National Geodetic Survey in June 1991..
 SS0103
 SS0103.The geoid height was determined by GEOID03.
 SS0103
 SS0103.The dynamic height is computed by dividing the NAVD 88
 SS0103.geopotential number by the normal gravity value computed on the
 SS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0103.degrees latitude (g = 980.6199 gals.).
 SS0103
 SS0103.The modeled gravity was interpolated from observed gravity values.
 SS0103
 SS0103;                    North         East    Units  Estimated Accuracy
 SS0103;SPC MT       -   313,430.      559,750.      MT  (+/- 180 meters Scaled)
 SS0103
 SS0103                          SUPERSEDED SURVEY CONTROL
 SS0103
 SS0103  NGVD 29 (??/??/92) 1328.262  (m)         4357.81   (f) ADJ UNCH    2 0
 SS0103
 SS0103.Superseded values are not recommended for survey control.
 SS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0103.See file dsdata.txt to determine how the superseded data were derived.
 SS0103
 SS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT736133(NAD 83)
 SS0103_MARKER: DB = BENCH MARK DISK
 SS0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0103_STAMPING: A 180 1961
 SS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0103+STABILITY: SURFACE MOTION
 SS0103
 SS0103  HISTORY     - Date     Condition        Report By
 SS0103  HISTORY     - 1961     MONUMENTED       CGS
 SS0103
 SS0103                          STATION DESCRIPTION
 SS0103
 SS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0103'1.15 MI SW FROM BENCHLAND.
 SS0103'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0103'RAILWAY STATION AT BENCHLAND, THENCE 0.5 MILE SOUTH ALONG A GRAVELED
 SS0103'ROAD, IN SECTION 13, T 15 N, R 13 E, AT THE JUNCTION OF THE ROAD AND
 SS0103'AN EAST-WEST DIRT ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SS0103'37 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 96 FEET
 SS0103'NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 4 FEET NORTH OF A
 SS0103'POWER POLE WHICH IS BRACED BY A GUY WIRE, 2 FEET WEST OF A WOVEN-WIRE
 SS0103'FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 SS0103'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SS0103'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0117 ***********************************************************************
 SS0117  DESIGNATION -  A 181
 SS0117  PID         -  SS0117
 SS0117  STATE/COUNTY-  MT/JUDITH BASIN
 SS0117  USGS QUAD   -  WINDHAM (1979)
 SS0117
 SS0117                         *CURRENT SURVEY CONTROL
 SS0117  ___________________________________________________________________
 SS0117* NAD 83(1986)-  47 02 20.     (N)    110 09 34.     (W)     SCALED    
 SS0117* NAVD 88     -      1366.117  (meters)    4482.00   (feet)  ADJUSTED  
 SS0117  ___________________________________________________________________
 SS0117  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 SS0117  DYNAMIC HT  -        1365.893 (meters)    4481.27  (feet)  COMP
 SS0117  MODELED GRAV-     980,401.3   (mgal)                       NAVD 88
 SS0117
 SS0117  VERT ORDER  -  SECOND    CLASS 0
 SS0117
 SS0117.The horizontal coordinates were scaled from a topographic map and have
 SS0117.an estimated accuracy of +/- 6 seconds.
 SS0117
 SS0117.The orthometric height was determined by differential leveling
 SS0117.and adjusted by the National Geodetic Survey in June 1991..
 SS0117
 SS0117.The geoid height was determined by GEOID03.
 SS0117
 SS0117.The dynamic height is computed by dividing the NAVD 88
 SS0117.geopotential number by the normal gravity value computed on the
 SS0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0117.degrees latitude (g = 980.6199 gals.).
 SS0117
 SS0117.The modeled gravity was interpolated from observed gravity values.
 SS0117
 SS0117;                    North         East    Units  Estimated Accuracy
 SS0117;SPC MT       -   310,110.      549,910.      MT  (+/- 180 meters Scaled)
 SS0117
 SS0117                          SUPERSEDED SURVEY CONTROL
 SS0117
 SS0117  NGVD 29 (??/??/92) 1365.172  (m)         4478.90   (f) ADJ UNCH    2 0
 SS0117
 SS0117.Superseded values are not recommended for survey control.
 SS0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0117.See file dsdata.txt to determine how the superseded data were derived.
 SS0117
 SS0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT638098(NAD 83)
 SS0117_MARKER: DB = BENCH MARK DISK
 SS0117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0117_SP_SET: 14 FT.
 SS0117_STAMPING: A 181 1961
 SS0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0117
 SS0117  HISTORY     - Date     Condition        Report By
 SS0117  HISTORY     - 1961     MONUMENTED       CGS
 SS0117
 SS0117                          STATION DESCRIPTION
 SS0117
 SS0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0117'2.9 MI S FROM WINDHAM.
 SS0117'ABOUT 1.0 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0117'RAILWAY STATION AT WINDHAM, THENCE 1.9 MILES SOUTH ALONG A GRAVELED
 SS0117'ROAD, IN SECTION 26, T 15 N, R 12 E, ON THE CREST OF A SMALL HILL, 35
 SS0117'FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTH OF THE CENTER
 SS0117'OF A WIRE GATE, 1 1/2 FEET WEST OF A FENCE, 1.1 FEET NORTH OF A METAL
 SS0117'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, A DISK ON THE
 SS0117'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14
 SS0117'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0287 ***********************************************************************
 SS0287  DESIGNATION -  A 182
 SS0287  PID         -  SS0287
 SS0287  STATE/COUNTY-  MT/JUDITH BASIN
 SS0287  USGS QUAD   -  BENCHLAND (1978)
 SS0287
 SS0287                         *CURRENT SURVEY CONTROL
 SS0287  ___________________________________________________________________
 SS0287* NAD 83(1986)-  47 05 29.     (N)    110 00 36.     (W)     SCALED    
 SS0287* NAVD 88     -      1331.728  (meters)    4369.18   (feet)  ADJUSTED  
 SS0287  ___________________________________________________________________
 SS0287  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 SS0287  DYNAMIC HT  -        1331.533 (meters)    4368.54  (feet)  COMP
 SS0287  MODELED GRAV-     980,419.9   (mgal)                       NAVD 88
 SS0287
 SS0287  VERT ORDER  -  SECOND    CLASS 0
 SS0287
 SS0287.The horizontal coordinates were scaled from a topographic map and have
 SS0287.an estimated accuracy of +/- 6 seconds.
 SS0287
 SS0287.The orthometric height was determined by differential leveling
 SS0287.and adjusted by the National Geodetic Survey in June 1991..
 SS0287
 SS0287.The geoid height was determined by GEOID03.
 SS0287
 SS0287.The dynamic height is computed by dividing the NAVD 88
 SS0287.geopotential number by the normal gravity value computed on the
 SS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0287.degrees latitude (g = 980.6199 gals.).
 SS0287
 SS0287.The modeled gravity was interpolated from observed gravity values.
 SS0287
 SS0287;                    North         East    Units  Estimated Accuracy
 SS0287;SPC MT       -   315,860.      561,300.      MT  (+/- 180 meters Scaled)
 SS0287
 SS0287                          SUPERSEDED SURVEY CONTROL
 SS0287
 SS0287  NGVD 29 (??/??/92) 1330.803  (m)         4366.14   (f) ADJ UNCH    2 0
 SS0287
 SS0287.Superseded values are not recommended for survey control.
 SS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0287.See file dsdata.txt to determine how the superseded data were derived.
 SS0287
 SS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT751157(NAD 83)
 SS0287_MARKER: DB = BENCH MARK DISK
 SS0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0287_STAMPING: A 182 1961
 SS0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0287+STABILITY: SURFACE MOTION
 SS0287
 SS0287  HISTORY     - Date     Condition        Report By
 SS0287  HISTORY     - 1961     MONUMENTED       CGS
 SS0287
 SS0287                          STATION DESCRIPTION
 SS0287
 SS0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0287'1.4 MI NE FROM BENCHLAND.
 SS0287'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0287'AT BENCHLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0287'6, T 15 N, R 14 E, 0.5 MILE SOUTH OF THE JUNCTION OF THE ROAD AND A
 SS0287'ROAD LEADING EAST, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7
 SS0287'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 SS0287'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SS0287'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0508 ***********************************************************************
 SR0508  DESIGNATION -  A 183
 SR0508  PID         -  SR0508
 SR0508  STATE/COUNTY-  MT/FERGUS
 SR0508  USGS QUAD   -  HILGER NW (1985)
 SR0508
 SR0508                         *CURRENT SURVEY CONTROL
 SR0508  ___________________________________________________________________
 SR0508* NAD 83(1986)-  47 28 56.     (N)    109 22 36.     (W)     SCALED    
 SR0508* NAVD 88     -      1057.362  (meters)    3469.03   (feet)  ADJUSTED  
 SR0508  ___________________________________________________________________
 SR0508  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 SR0508  DYNAMIC HT  -        1057.308 (meters)    3468.85  (feet)  COMP
 SR0508  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 SR0508
 SR0508  VERT ORDER  -  SECOND    CLASS 0
 SR0508
 SR0508.The horizontal coordinates were scaled from a topographic map and have
 SR0508.an estimated accuracy of +/- 6 seconds.
 SR0508
 SR0508.The orthometric height was determined by differential leveling
 SR0508.and adjusted by the National Geodetic Survey in June 1991..
 SR0508
 SR0508.The geoid height was determined by GEOID03.
 SR0508
 SR0508.The dynamic height is computed by dividing the NAVD 88
 SR0508.geopotential number by the normal gravity value computed on the
 SR0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0508.degrees latitude (g = 980.6199 gals.).
 SR0508
 SR0508.The modeled gravity was interpolated from observed gravity values.
 SR0508
 SR0508;                    North         East    Units  Estimated Accuracy
 SR0508;SPC MT       -   359,160.      609,290.      MT  (+/- 180 meters Scaled)
 SR0508
 SR0508                          SUPERSEDED SURVEY CONTROL
 SR0508
 SR0508  NGVD 29 (??/??/92) 1056.538  (m)         3466.33   (f) ADJ UNCH    2 0
 SR0508
 SR0508.Superseded values are not recommended for survey control.
 SR0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0508.See file dsdata.txt to determine how the superseded data were derived.
 SR0508
 SR0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT222600(NAD 83)
 SR0508_MARKER: DB = BENCH MARK DISK
 SR0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0508_STAMPING: A 183 1961
 SR0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0508+STABILITY: SURFACE MOTION
 SR0508
 SR0508  HISTORY     - Date     Condition        Report By
 SR0508  HISTORY     - 1961     MONUMENTED       CGS
 SR0508
 SR0508                          STATION DESCRIPTION
 SR0508
 SR0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0508'1.75 MI NW FROM SUFFOLK.
 SR0508'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0508'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0508'THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 24,T 20 N, R
 SR0508'18 E 0.1 MILE EAST OF THE CREST OF A HILL, 75 FEET NORTH OF THE CENTER
 SR0508'LINE OF THE GRAVELED ROAD, 96 FEET NORTHWEST OF THE CENTER OF THE
 SR0508'JUNCTION OF THE ROAD AND A TRACK ROAD LEADING NORTH, 28 FEET WEST OF
 SR0508'THE CENTER LINE OF THE TRACK ROAD, 1 1/2 FEET EAST OF A FENCE, 2.0
 SR0508'FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 SR0508'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0879 ***********************************************************************
 SR0879  DESIGNATION -  A 184
 SR0879  PID         -  SR0879
 SR0879  STATE/COUNTY-  MT/FERGUS
 SR0879  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0879
 SR0879                         *CURRENT SURVEY CONTROL
 SR0879  ___________________________________________________________________
 SR0879* NAD 83(1986)-  47 31 09.     (N)    109 38 19.     (W)     SCALED    
 SR0879* NAVD 88     -      1057.059  (meters)    3468.03   (feet)  ADJUSTED  
 SR0879  ___________________________________________________________________
 SR0879  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 SR0879  DYNAMIC HT  -        1057.013 (meters)    3467.88  (feet)  COMP
 SR0879  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 SR0879
 SR0879  VERT ORDER  -  SECOND    CLASS 0
 SR0879
 SR0879.The horizontal coordinates were scaled from a topographic map and have
 SR0879.an estimated accuracy of +/- 6 seconds.
 SR0879
 SR0879.The orthometric height was determined by differential leveling
 SR0879.and adjusted by the National Geodetic Survey in June 1991..
 SR0879
 SR0879.The geoid height was determined by GEOID03.
 SR0879
 SR0879.The dynamic height is computed by dividing the NAVD 88
 SR0879.geopotential number by the normal gravity value computed on the
 SR0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0879.degrees latitude (g = 980.6199 gals.).
 SR0879
 SR0879.The modeled gravity was interpolated from observed gravity values.
 SR0879
 SR0879;                    North         East    Units  Estimated Accuracy
 SR0879;SPC MT       -   363,270.      589,570.      MT  (+/- 180 meters Scaled)
 SR0879
 SR0879                          SUPERSEDED SURVEY CONTROL
 SR0879
 SR0879  NGVD 29 (??/??/92) 1056.221  (m)         3465.29   (f) ADJ UNCH    2 0
 SR0879
 SR0879.Superseded values are not recommended for survey control.
 SR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0879.See file dsdata.txt to determine how the superseded data were derived.
 SR0879
 SR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT024637(NAD 83)
 SR0879_MARKER: DB = BENCH MARK DISK
 SR0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0879_STAMPING: A 184 1961
 SR0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0879+STABILITY: SURFACE MOTION
 SR0879
 SR0879  HISTORY     - Date     Condition        Report By
 SR0879  HISTORY     - 1961     MONUMENTED       CGS
 SR0879
 SR0879                          STATION DESCRIPTION
 SR0879
 SR0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0879'17.3 MI SW FROM WINIFRED.
 SR0879'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0879'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0879'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0879'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0879'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 3.15 MILES
 SR0879'SOUTH ALONG A GRAVELED ROAD, IN SECTION 12, T 20 N, R 16 E, 21 FEET
 SR0879'EAST OF THE CENTER LINE OF THE ROAD, 19 1/2 FEET SOUTH OF A POWER
 SR0879'POLE, IN LINE WITH A ROW OF POWER POLES, 2 FEET WEST OF A FENCE, 1.8
 SR0879'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SR0879'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0500 ***********************************************************************
 SR0500  DESIGNATION -  A 185
 SR0500  PID         -  SR0500
 SR0500  STATE/COUNTY-  MT/FERGUS
 SR0500  USGS QUAD   -  BROOKS (1985)
 SR0500
 SR0500                         *CURRENT SURVEY CONTROL
 SR0500  ___________________________________________________________________
 SR0500* NAD 83(1986)-  47 12 28.     (N)    109 28 49.     (W)     SCALED    
 SR0500* NAVD 88     -      1208.968  (meters)    3966.42   (feet)  ADJUSTED  
 SR0500  ___________________________________________________________________
 SR0500  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 SR0500  DYNAMIC HT  -        1208.847 (meters)    3966.03  (feet)  COMP
 SR0500  MODELED GRAV-     980,470.7   (mgal)                       NAVD 88
 SR0500
 SR0500  VERT ORDER  -  SECOND    CLASS 0
 SR0500
 SR0500.The horizontal coordinates were scaled from a topographic map and have
 SR0500.an estimated accuracy of +/- 6 seconds.
 SR0500
 SR0500.The orthometric height was determined by differential leveling
 SR0500.and adjusted by the National Geodetic Survey in June 1991..
 SR0500
 SR0500.The geoid height was determined by GEOID03.
 SR0500
 SR0500.The dynamic height is computed by dividing the NAVD 88
 SR0500.geopotential number by the normal gravity value computed on the
 SR0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0500.degrees latitude (g = 980.6199 gals.).
 SR0500
 SR0500.The modeled gravity was interpolated from observed gravity values.
 SR0500
 SR0500;                    North         East    Units  Estimated Accuracy
 SR0500;SPC MT       -   328,660.      601,490.      MT  (+/- 180 meters Scaled)
 SR0500
 SR0500                          SUPERSEDED SURVEY CONTROL
 SR0500
 SR0500  NGVD 29 (??/??/92) 1208.093  (m)         3963.55   (f) ADJ UNCH    2 0
 SR0500
 SR0500.Superseded values are not recommended for survey control.
 SR0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0500.See file dsdata.txt to determine how the superseded data were derived.
 SR0500
 SR0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT150293(NAD 83)
 SR0500_MARKER: DB = BENCH MARK DISK
 SR0500_SETTING: 66 = SET IN ROCK OUTCROP
 SR0500_SP_SET: OUTCROP
 SR0500_STAMPING: A 185 1961
 SR0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0500+STABILITY: POSITION/ELEVATION WELL
 SR0500
 SR0500  HISTORY     - Date     Condition        Report By
 SR0500  HISTORY     - 1961     MONUMENTED       CGS
 SR0500
 SR0500                          STATION DESCRIPTION
 SR0500
 SR0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0500'2.95 MI NW FROM BROOKS.
 SR0500'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0500'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0500'THENCE 2.7 MILES WEST ALONG A PAVED ROAD, IN SECTION 30, T 17 N, R 18
 SR0500'E, 0.15 MILE WEST OF THE JUNCTION OF THE ROAD AND A PRIVATE ROAD
 SR0500'LEADING NORTH TO PARADISE RANCH, ON THE CREST OF A LONG HILL, 72 FEET
 SR0500'SOUTH OF THE CENTER LINE OF THE ROAD, 239 FEET EAST OF A CONCRETE
 SR0500'RIGHT-OF-WAY MARK, 238 FEET EAST OF A FENCE, 12 FEET SOUTH OF A FENCE,
 SR0500'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK
 SR0500'OUTCROP WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0165 ***********************************************************************
 SR0165  DESIGNATION -  A 186
 SR0165  PID         -  SR0165
 SR0165  STATE/COUNTY-  MT/FERGUS
 SR0165  USGS QUAD   -  GRASS RANGE (1986)
 SR0165
 SR0165                         *CURRENT SURVEY CONTROL
 SR0165  ___________________________________________________________________
 SR0165* NAD 83(1986)-  47 07 04.     (N)    108 52 12.     (W)     SCALED    
 SR0165* NAVD 88     -      1045.312  (meters)    3429.49   (feet)  ADJUSTED  
 SR0165  ___________________________________________________________________
 SR0165  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 SR0165  DYNAMIC HT  -        1045.229 (meters)    3429.22  (feet)  COMP
 SR0165  MODELED GRAV-     980,498.4   (mgal)                       NAVD 88
 SR0165
 SR0165  VERT ORDER  -  SECOND    CLASS 0
 SR0165
 SR0165.The horizontal coordinates were scaled from a topographic map and have
 SR0165.an estimated accuracy of +/- 6 seconds.
 SR0165
 SR0165.The orthometric height was determined by differential leveling
 SR0165.and adjusted by the National Geodetic Survey in June 1991..
 SR0165
 SR0165.The geoid height was determined by GEOID03.
 SR0165
 SR0165.The dynamic height is computed by dividing the NAVD 88
 SR0165.geopotential number by the normal gravity value computed on the
 SR0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0165.degrees latitude (g = 980.6199 gals.).
 SR0165
 SR0165.The modeled gravity was interpolated from observed gravity values.
 SR0165
 SR0165;                    North         East    Units  Estimated Accuracy
 SR0165;SPC MT       -   318,860.      647,780.      MT  (+/- 180 meters Scaled)
 SR0165
 SR0165                          SUPERSEDED SURVEY CONTROL
 SR0165
 SR0165  NGVD 29 (??/??/92) 1044.511  (m)         3426.87   (f) ADJ UNCH    2 0
 SR0165
 SR0165.Superseded values are not recommended for survey control.
 SR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0165.See file dsdata.txt to determine how the superseded data were derived.
 SR0165
 SR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT615204(NAD 83)
 SR0165_MARKER: DB = BENCH MARK DISK
 SR0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0165_STAMPING: A 186 1961
 SR0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0165+STABILITY: SURFACE MOTION
 SR0165
 SR0165  HISTORY     - Date     Condition        Report By
 SR0165  HISTORY     - 1961     MONUMENTED       CGS
 SR0165
 SR0165                          STATION DESCRIPTION
 SR0165
 SR0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0165'14.05 MI NW FROM GRASS RANGE.
 SR0165'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0165'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.3 MILE WEST
 SR0165'ALONG STATE HIGHWAY 20, THENCE 2.35 MILES NORTH ALONG A GRADED DIRT
 SR0165'ROAD, THENCE 5.35 MILES NORTH ALONG STATE HIGHWAY 19, THENCE 2.5 MILES
 SR0165'WEST ALONG A TRACK ROAD, THENCE 1.5 MILES SOUTH ALONG A DIM TRAIL
 SR0165'ROAD, THENCE 0.2 MILE WEST ALONG THE SOUTH SIDE OF A FENCE, THENCE 0.4
 SR0165'MILE SOUTH ALONG THE EAST SIDE OF A FENCE TO A GATE, THENCE 0.6 MILE
 SR0165'SOUTHWEST ACROSS A PASTURE TO THE SOUTH BANK OF FORDS CREEK, OR 0.2
 SR0165'MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SR0165'LEWISTOWN, THENCE 22.25 MILES EAST ALONG U. S. HIGHWAY 87 AND STATE
 SR0165'HIGHWAY 20, THENCE 5.35 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 SR0165'THENCE 1.9 MILES EAST ALONG A TRACK ROAD TO A GATE EAST OF THE RANCH
 SR0165'HOUSE OWNED BY BEAUFORD MUNSON, THENCE 1.5 MILES NORTHEAST ALONG A
 SR0165'TRACK ROAD AROUND THE EAST SIDE OF A HILL AND ALONG THE WEST BANK OF A
 SR0165'DRAW, IN SECTION 25, T 16 N, R 22 E, 0.2 MILE NORTH OF A PRIVATE
 SR0165'CEMETERY, 110 FEET SOUTH OF THE CENTER OF AN OLD GATE IN A NORTH-SOUTH
 SR0165'FENCE, 108 YARDS SOUTHEAST OF AN OLD TRAIL CROSSING THE CREEK, 106
 SR0165'FEET SOUTH OF A FENCE CORNER, 3 FEET WEST OF A FENCE, 2.0 FEET
 SR0165'SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0165'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0675 ***********************************************************************
 SR0675  DESIGNATION -  A 187
 SR0675  PID         -  SR0675
 SR0675  STATE/COUNTY-  MT/FERGUS
 SR0675  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0675
 SR0675                         *CURRENT SURVEY CONTROL
 SR0675  ___________________________________________________________________
 SR0675* NAD 83(1986)-  47 23 17.     (N)    109 51 25.     (W)     SCALED    
 SR0675* NAVD 88     -      1103.300  (meters)    3619.74   (feet)  ADJUSTED  
 SR0675  ___________________________________________________________________
 SR0675  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 SR0675  DYNAMIC HT  -        1103.225 (meters)    3619.50  (feet)  COMP
 SR0675  MODELED GRAV-     980,506.0   (mgal)                       NAVD 88
 SR0675
 SR0675  VERT ORDER  -  SECOND    CLASS 0
 SR0675
 SR0675.The horizontal coordinates were scaled from a topographic map and have
 SR0675.an estimated accuracy of +/- 6 seconds.
 SR0675
 SR0675.The orthometric height was determined by differential leveling
 SR0675.and adjusted by the National Geodetic Survey in June 1991..
 SR0675
 SR0675.The geoid height was determined by GEOID03.
 SR0675
 SR0675.The dynamic height is computed by dividing the NAVD 88
 SR0675.geopotential number by the normal gravity value computed on the
 SR0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0675.degrees latitude (g = 980.6199 gals.).
 SR0675
 SR0675.The modeled gravity was interpolated from observed gravity values.
 SR0675
 SR0675;                    North         East    Units  Estimated Accuracy
 SR0675;SPC MT       -   348,760.      573,070.      MT  (+/- 180 meters Scaled)
 SR0675
 SR0675                          SUPERSEDED SURVEY CONTROL
 SR0675
 SR0675  NGVD 29 (??/??/92) 1102.452  (m)         3616.96   (f) ADJ UNCH    2 0
 SR0675
 SR0675.Superseded values are not recommended for survey control.
 SR0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0675.See file dsdata.txt to determine how the superseded data were derived.
 SR0675
 SR0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT862489(NAD 83)
 SR0675_MARKER: DB = BENCH MARK DISK
 SR0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0675_SP_SET: 13 FT
 SR0675_STAMPING: A 187 1961
 SR0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0675
 SR0675  HISTORY     - Date     Condition        Report By
 SR0675  HISTORY     - 1961     MONUMENTED       CGS
 SR0675
 SR0675                          STATION DESCRIPTION
 SR0675
 SR0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0675'10.1 MI NE FROM DENTON.
 SR0675'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0675'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0675'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0675'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0675'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0675'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 SR0675'ALONG A GRAVELED ROAD, IN SECTION 25, T 19 N, R 14 E, 34 FEET EAST OF
 SR0675'THE CENTER LINE OF THE ROAD, 67 FEET SOUTH OF THE CENTER LINE OF A
 SR0675'GRADED DIRT ROAD LEADING EAST, 9 FEET SOUTH OF A POWER POLE, 2.5 FEET
 SR0675'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 SR0675'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0675'DRIVEN TO A DEPTH OF 13 FEET AND ENCASED IN A 6-INCH TILE WHICH
 SR0675'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0032 ***********************************************************************
 RW0032  DESIGNATION -  A 188
 RW0032  PID         -  RW0032
 RW0032  STATE/COUNTY-  MT/JUDITH BASIN
 RW0032  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0032
 RW0032                         *CURRENT SURVEY CONTROL
 RW0032  ___________________________________________________________________
 RW0032* NAD 83(1986)-  46 52 48.     (N)    110 16 18.     (W)     SCALED    
 RW0032* NAVD 88     -      1506.331  (meters)    4942.02   (feet)  ADJUSTED  
 RW0032  ___________________________________________________________________
 RW0032  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 RW0032  DYNAMIC HT  -        1506.006 (meters)    4940.95  (feet)  COMP
 RW0032  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 RW0032
 RW0032  VERT ORDER  -  SECOND    CLASS 0
 RW0032
 RW0032.The horizontal coordinates were scaled from a topographic map and have
 RW0032.an estimated accuracy of +/- 6 seconds.
 RW0032
 RW0032.The orthometric height was determined by differential leveling
 RW0032.and adjusted by the National Geodetic Survey in June 1991..
 RW0032
 RW0032.The geoid height was determined by GEOID03.
 RW0032
 RW0032.The dynamic height is computed by dividing the NAVD 88
 RW0032.geopotential number by the normal gravity value computed on the
 RW0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0032.degrees latitude (g = 980.6199 gals.).
 RW0032
 RW0032.The modeled gravity was interpolated from observed gravity values.
 RW0032
 RW0032;                    North         East    Units  Estimated Accuracy
 RW0032;SPC MT       -   292,540.      541,220.      MT  (+/- 180 meters Scaled)
 RW0032
 RW0032                          SUPERSEDED SURVEY CONTROL
 RW0032
 RW0032  NGVD 29 (??/??/92) 1505.328  (m)         4938.73   (f) ADJ UNCH    2 0
 RW0032
 RW0032.Superseded values are not recommended for survey control.
 RW0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0032.See file dsdata.txt to determine how the superseded data were derived.
 RW0032
 RW0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS554920(NAD 83)
 RW0032_MARKER: DB = BENCH MARK DISK
 RW0032_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RW0032_SP_SET: 15 FEET
 RW0032_STAMPING: A 188 1961
 RW0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0032
 RW0032  HISTORY     - Date     Condition        Report By
 RW0032  HISTORY     - 1961     MONUMENTED       CGS
 RW0032
 RW0032                          STATION DESCRIPTION
 RW0032
 RW0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0032'11.25 MI SW FROM UTICA.
 RW0032'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0032'CHURCH AT UTICA, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, IN SECTION
 RW0032'13, T 13 N, R 11 E, 0.75 MILE EAST OF THE HEADQUARTERS FOR THE JUDITH
 RW0032'GAME MANAGEMENT AREA, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1
 RW0032'1/2 FEET NORTH OF A FENCE, 0.8 MILE SOUTH OF A METAL WITNESS POST,
 RW0032'ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 RW0032'COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A
 RW0032'6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0261 ***********************************************************************
 SS0261  DESIGNATION -  A 189
 SS0261  PID         -  SS0261
 SS0261  STATE/COUNTY-  MT/JUDITH BASIN
 SS0261  USGS QUAD   -  ARROW CREEK (1979)
 SS0261
 SS0261                         *CURRENT SURVEY CONTROL
 SS0261  ___________________________________________________________________
 SS0261* NAD 83(1986)-  47 18 02.     (N)    110 10 16.     (W)     SCALED    
 SS0261* NAVD 88     -      1202.720  (meters)    3945.92   (feet)  ADJUSTED  
 SS0261  ___________________________________________________________________
 SS0261  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SS0261  DYNAMIC HT  -        1202.609 (meters)    3945.56  (feet)  COMP
 SS0261  MODELED GRAV-     980,478.3   (mgal)                       NAVD 88
 SS0261
 SS0261  VERT ORDER  -  SECOND    CLASS 0
 SS0261
 SS0261.The horizontal coordinates were scaled from a topographic map and have
 SS0261.an estimated accuracy of +/- 6 seconds.
 SS0261
 SS0261.The orthometric height was determined by differential leveling
 SS0261.and adjusted by the National Geodetic Survey in June 1991..
 SS0261
 SS0261.The geoid height was determined by GEOID03.
 SS0261
 SS0261.The dynamic height is computed by dividing the NAVD 88
 SS0261.geopotential number by the normal gravity value computed on the
 SS0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0261.degrees latitude (g = 980.6199 gals.).
 SS0261
 SS0261.The modeled gravity was interpolated from observed gravity values.
 SS0261
 SS0261;                    North         East    Units  Estimated Accuracy
 SS0261;SPC MT       -   339,190.      549,280.      MT  (+/- 180 meters Scaled)
 SS0261
 SS0261                          SUPERSEDED SURVEY CONTROL
 SS0261
 SS0261  NGVD 29 (??/??/92) 1201.839  (m)         3943.03   (f) ADJ UNCH    2 0
 SS0261
 SS0261.Superseded values are not recommended for survey control.
 SS0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0261.See file dsdata.txt to determine how the superseded data were derived.
 SS0261
 SS0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT626388(NAD 83)
 SS0261_MARKER: DB = BENCH MARK DISK
 SS0261_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0261_SP_SET: 12 FT.
 SS0261_STAMPING: A 189 1961
 SS0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0261
 SS0261  HISTORY     - Date     Condition        Report By
 SS0261  HISTORY     - 1961     MONUMENTED       CGS
 SS0261
 SS0261                          STATION DESCRIPTION
 SS0261
 SS0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0261'3.25 MI S FROM ARROW CREEK.
 SS0261'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0261'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0261'3.05 MILES SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 27, T 18
 SS0261'N, R 12 E, 90 FEET WEST OF THE CENTER LINE OF THE ROAD, 101 FEET
 SS0261'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROAD AND AN
 SS0261'EAST-WEST ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 SS0261'ROAD, 4 1/2 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 1.0 FOOT
 SS0261'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SS0261'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 SS0261'TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 8
 SS0261'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0277 ***********************************************************************
 TH0277  DESIGNATION -  A 19
 TH0277  PID         -  TH0277
 TH0277  STATE/COUNTY-  MT/ROOSEVELT
 TH0277  USGS QUAD   -  WOLF POINT (1989)
 TH0277
 TH0277                         *CURRENT SURVEY CONTROL
 TH0277  ___________________________________________________________________
 TH0277* NAD 83(1986)-  48 04 40.     (N)    105 43 19.     (W)     SCALED    
 TH0277* NAVD 88     -       611.387  (meters)    2005.86   (feet)  ADJUSTED  
 TH0277  ___________________________________________________________________
 TH0277  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TH0277  DYNAMIC HT  -         611.458 (meters)    2006.09  (feet)  COMP
 TH0277  MODELED GRAV-     980,708.1   (mgal)                       NAVD 88
 TH0277
 TH0277  VERT ORDER  -  FIRST     CLASS II
 TH0277
 TH0277.The horizontal coordinates were scaled from a topographic map and have
 TH0277.an estimated accuracy of +/- 6 seconds.
 TH0277
 TH0277.The orthometric height was determined by differential leveling
 TH0277.and adjusted by the National Geodetic Survey in June 1991..
 TH0277
 TH0277.The geoid height was determined by GEOID03.
 TH0277
 TH0277.The dynamic height is computed by dividing the NAVD 88
 TH0277.geopotential number by the normal gravity value computed on the
 TH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0277.degrees latitude (g = 980.6199 gals.).
 TH0277
 TH0277.The modeled gravity was interpolated from observed gravity values.
 TH0277
 TH0277;                    North         East    Units  Estimated Accuracy
 TH0277;SPC MT       -   432,130.      881,280.      MT  (+/- 180 meters Scaled)
 TH0277
 TH0277                          SUPERSEDED SURVEY CONTROL
 TH0277
 TH0277  NGVD 29 (??/??/92)  610.794  (m)         2003.91   (f) ADJ UNCH    1 2
 TH0277
 TH0277.Superseded values are not recommended for survey control.
 TH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0277.See file dsdata.txt to determine how the superseded data were derived.
 TH0277
 TH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP462251(NAD 83)
 TH0277_MARKER: DB = BENCH MARK DISK
 TH0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0277_STAMPING: 2003.913 A 19
 TH0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0277+STABILITY: SURFACE MOTION
 TH0277
 TH0277  HISTORY     - Date     Condition        Report By
 TH0277  HISTORY     - UNK      MONUMENTED       CGS
 TH0277  HISTORY     - 1948     GOOD             NGS
 TH0277  HISTORY     - 1972     MARK NOT FOUND   USGS
 TH0277  HISTORY     - 1980     MARK NOT FOUND   NGS
 TH0277
 TH0277                          STATION DESCRIPTION
 TH0277
 TH0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TH0277'4.7 MI W FROM WOLF POINT.
 TH0277'4.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM WOLF POINT,
 TH0277'ROOSEVELT COUNTY, 80 FEET WEST OF A ROAD CROSSING, AND 80 FEET NORTH
 TH0277'OF THE TRACK.  A STANDARD DISK, STAMPED 2003.913 A 19 AND SET IN THE
 TH0277'TOP OF A CONCRETE POST.
 TH0277
 TH0277                          STATION RECOVERY (1972)
 TH0277
 TH0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TH0277'MARK NOT FOUND.
 TH0277
 TH0277                          STATION RECOVERY (1980)
 TH0277
 TH0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TH0277'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0157 ***********************************************************************
 SS0157  DESIGNATION -  A 190
 SS0157  PID         -  SS0157
 SS0157  STATE/COUNTY-  MT/JUDITH BASIN
 SS0157  USGS QUAD   -  MIXES BALDY (1995)
 SS0157
 SS0157                         *CURRENT SURVEY CONTROL
 SS0157  ___________________________________________________________________
 SS0157* NAD 83(1986)-  47 00 57.     (N)    110 30 10.     (W)     SCALED    
 SS0157* NAVD 88     -      1695.546  (meters)    5562.80   (feet)  ADJUSTED  
 SS0157  ___________________________________________________________________
 SS0157  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 SS0157  DYNAMIC HT  -        1695.076 (meters)    5561.26  (feet)  COMP
 SS0157  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 SS0157
 SS0157  VERT ORDER  -  SECOND    CLASS 0
 SS0157
 SS0157.The horizontal coordinates were scaled from a topographic map and have
 SS0157.an estimated accuracy of +/- 6 seconds.
 SS0157
 SS0157.The orthometric height was determined by differential leveling
 SS0157.and adjusted by the National Geodetic Survey in June 1991..
 SS0157
 SS0157.The geoid height was determined by GEOID03.
 SS0157
 SS0157.The dynamic height is computed by dividing the NAVD 88
 SS0157.geopotential number by the normal gravity value computed on the
 SS0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0157.degrees latitude (g = 980.6199 gals.).
 SS0157
 SS0157.The modeled gravity was interpolated from observed gravity values.
 SS0157
 SS0157;                    North         East    Units  Estimated Accuracy
 SS0157;SPC MT       -   307,820.      523,800.      MT  (+/- 180 meters Scaled)
 SS0157
 SS0157                          SUPERSEDED SURVEY CONTROL
 SS0157
 SS0157  NGVD 29 (??/??/92) 1694.420  (m)         5559.11   (f) ADJ UNCH    2 0
 SS0157
 SS0157.Superseded values are not recommended for survey control.
 SS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0157.See file dsdata.txt to determine how the superseded data were derived.
 SS0157
 SS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT377070(NAD 83)
 SS0157_MARKER: DB = BENCH MARK DISK
 SS0157_SETTING: 66 = SET IN ROCK OUTCROP
 SS0157_SP_SET: ROCK CLIFF
 SS0157_STAMPING: A 190 1961
 SS0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0157+STABILITY: POSITION/ELEVATION WELL
 SS0157
 SS0157  HISTORY     - Date     Condition        Report By
 SS0157  HISTORY     - 1961     MONUMENTED       CGS
 SS0157
 SS0157                          STATION DESCRIPTION
 SS0157
 SS0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0157'22.4 MI SW FROM STANFORD.
 SS0157'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0157'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0157'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0157'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 5.15 MILES WEST ALONG A
 SS0157'GRAVELED ROAD, THENCE 2.25 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 SS0157'THENCE 1.35 MILES SOUTH ALONG A DIRT ROAD, IN SECTION 30, T 15 N, R 10
 SS0157'E, 0.35 MILE SOUTH OF THE ENTRANCE TO THE DRY WOLF RANGER STATION, 0.1
 SS0157'MILE SOUTH OF A CATTLE GUARD, IN THE LEWIS AND CLARK NATIONAL FOREST,
 SS0157'38 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN
 SS0157'THE SOUTH FACE OF A SOLID ROCK CLIFF, ABOUT 4 FEET ABOVE THE LEVEL OF
 SS0157'THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0321 ***********************************************************************
 SS0321  DESIGNATION -  A 191
 SS0321  PID         -  SS0321
 SS0321  STATE/COUNTY-  MT/CASCADE
 SS0321  USGS QUAD   -  MONARCH (1995)
 SS0321
 SS0321                         *CURRENT SURVEY CONTROL
 SS0321  ___________________________________________________________________
 SS0321* NAD 83(1986)-  47 06 22.     (N)    110 52 27.     (W)     SCALED    
 SS0321* NAVD 88     -      1364.873  (meters)    4477.92   (feet)  ADJUSTED  
 SS0321  ___________________________________________________________________
 SS0321  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 SS0321  DYNAMIC HT  -        1364.575 (meters)    4476.94  (feet)  COMP
 SS0321  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 SS0321
 SS0321  VERT ORDER  -  SECOND    CLASS 0
 SS0321
 SS0321.The horizontal coordinates were scaled from a topographic map and have
 SS0321.an estimated accuracy of +/- 6 seconds.
 SS0321
 SS0321.The orthometric height was determined by differential leveling
 SS0321.and adjusted by the National Geodetic Survey in June 1991..
 SS0321
 SS0321.The geoid height was determined by GEOID03.
 SS0321
 SS0321.The dynamic height is computed by dividing the NAVD 88
 SS0321.geopotential number by the normal gravity value computed on the
 SS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0321.degrees latitude (g = 980.6199 gals.).
 SS0321
 SS0321.The modeled gravity was interpolated from observed gravity values.
 SS0321
 SS0321;                    North         East    Units  Estimated Accuracy
 SS0321;SPC MT       -   318,280.      495,760.      MT  (+/- 180 meters Scaled)
 SS0321
 SS0321                          SUPERSEDED SURVEY CONTROL
 SS0321
 SS0321  NGVD 29 (??/??/92) 1363.839  (m)         4474.53   (f) ADJ UNCH    2 0
 SS0321
 SS0321.Superseded values are not recommended for survey control.
 SS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0321.See file dsdata.txt to determine how the superseded data were derived.
 SS0321
 SS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT095169(NAD 83)
 SS0321_MARKER: DB = BENCH MARK DISK
 SS0321_SETTING: 80 = SET IN A BOULDER
 SS0321_SP_SET: BOULDER
 SS0321_STAMPING: A 191 1961
 SS0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0321+STABILITY: SURFACE MOTION
 SS0321
 SS0321  HISTORY     - Date     Condition        Report By
 SS0321  HISTORY     - 1961     MONUMENTED       CGS
 SS0321
 SS0321                          STATION DESCRIPTION
 SS0321
 SS0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0321'2.4 MI W FROM MONARCH.
 SS0321'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23 SCHOOL
 SS0321'AT MONARCH, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED STREET, THENCE
 SS0321'150 FEET SOUTH ALONG A PRIVATE ROAD AND ACROSS A BRIDGE, THENCE 0.7
 SS0321'MILE WEST ALONG A PRIVATE ROAD TO THE STRAIN RANCH HOUSE, THENCE 0.4
 SS0321'MILE WEST ALONG A PRIVATE ROAD, THENCE 0.9 MILE WEST ALONG AN OLD
 SS0321'ABANDONED RAILROAD GRADE, IN SECTION 32, T 16 N, R 7 E, 31 FEET SOUTH
 SS0321'OF THE CENTER OF THE OLD ABANDONED RAILROAD GRADE, SET IN THE TOP OF A
 SS0321'BOULDER, 0.15 MILE EAST OF A WIRE GATE, AND ABOUT LEVEL WITH THE OLD
 SS0321'RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0486 ***********************************************************************
 SS0486  DESIGNATION -  A 192
 SS0486  PID         -  SS0486
 SS0486  STATE/COUNTY-  MT/JUDITH BASIN
 SS0486  USGS QUAD   -  MIXES BALDY (1995)
 SS0486
 SS0486                         *CURRENT SURVEY CONTROL
 SS0486  ___________________________________________________________________
 SS0486* NAD 83(1986)-  47 02 50.     (N)    110 36 00.     (W)     SCALED    
 SS0486* NAVD 88     -      1782.582  (meters)    5848.35   (feet)  ADJUSTED  
 SS0486  ___________________________________________________________________
 SS0486  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 SS0486  DYNAMIC HT  -        1782.134 (meters)    5846.88  (feet)  COMP
 SS0486  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 SS0486
 SS0486  VERT ORDER  -  SECOND    CLASS 0
 SS0486
 SS0486.The horizontal coordinates were scaled from a topographic map and have
 SS0486.an estimated accuracy of +/- 6 seconds.
 SS0486
 SS0486.The orthometric height was determined by differential leveling
 SS0486.and adjusted by the National Geodetic Survey in June 1991..
 SS0486
 SS0486.The geoid height was determined by GEOID03.
 SS0486
 SS0486.The dynamic height is computed by dividing the NAVD 88
 SS0486.geopotential number by the normal gravity value computed on the
 SS0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0486.degrees latitude (g = 980.6199 gals.).
 SS0486
 SS0486.The modeled gravity was interpolated from observed gravity values.
 SS0486
 SS0486;                    North         East    Units  Estimated Accuracy
 SS0486;SPC MT       -   311,410.      516,470.      MT  (+/- 180 meters Scaled)
 SS0486
 SS0486                          SUPERSEDED SURVEY CONTROL
 SS0486
 SS0486  NGVD 29 (??/??/92) 1781.498  (m)         5844.80   (f) ADJ UNCH    2 0
 SS0486
 SS0486.Superseded values are not recommended for survey control.
 SS0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0486.See file dsdata.txt to determine how the superseded data were derived.
 SS0486
 SS0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT303104(NAD 83)
 SS0486_MARKER: DB = BENCH MARK DISK
 SS0486_SETTING: 66 = SET IN ROCK OUTCROP
 SS0486_SP_SET: OUTCROP
 SS0486_STAMPING: A 192 1961
 SS0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0486+STABILITY: POSITION/ELEVATION WELL
 SS0486
 SS0486  HISTORY     - Date     Condition        Report By
 SS0486  HISTORY     - 1961     MONUMENTED       CGS
 SS0486  HISTORY     - 1984     MARK NOT FOUND   NGS
 SS0486
 SS0486                          STATION DESCRIPTION
 SS0486
 SS0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0486'17.5 MI E FROM MONARCH.
 SS0486'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0486'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0486'CREEK ROAD, THENCE 2.35 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.75
 SS0486'MILES EAST ALONG A DIRT ROAD, IN SECTION 20, T 15 N, R 9 E, 12 FEET
 SS0486'SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP
 SS0486'WHICH PROJECTS 12 INCHES, AND ABOUT LEVEL WITH THE ROAD.
 SS0486
 SS0486                          STATION RECOVERY (1984)
 SS0486
 SS0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0895 ***********************************************************************
 SR0895  DESIGNATION -  A 193
 SR0895  PID         -  SR0895
 SR0895  STATE/COUNTY-  MT/FERGUS
 SR0895  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0895
 SR0895                         *CURRENT SURVEY CONTROL
 SR0895  ___________________________________________________________________
 SR0895* NAD 83(1986)-  47 35 51.     (N)    109 45 02.     (W)     SCALED    
 SR0895* NAVD 88     -      1057.461  (meters)    3469.35   (feet)  ADJUSTED  
 SR0895  ___________________________________________________________________
 SR0895  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SR0895  DYNAMIC HT  -        1057.426 (meters)    3469.24  (feet)  COMP
 SR0895  MODELED GRAV-     980,543.4   (mgal)                       NAVD 88
 SR0895
 SR0895  VERT ORDER  -  SECOND    CLASS 0
 SR0895
 SR0895.The horizontal coordinates were scaled from a topographic map and have
 SR0895.an estimated accuracy of +/- 6 seconds.
 SR0895
 SR0895.The orthometric height was determined by differential leveling
 SR0895.and adjusted by the National Geodetic Survey in June 1991..
 SR0895
 SR0895.The geoid height was determined by GEOID03.
 SR0895
 SR0895.The dynamic height is computed by dividing the NAVD 88
 SR0895.geopotential number by the normal gravity value computed on the
 SR0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0895.degrees latitude (g = 980.6199 gals.).
 SR0895
 SR0895.The modeled gravity was interpolated from observed gravity values.
 SR0895
 SR0895;                    North         East    Units  Estimated Accuracy
 SR0895;SPC MT       -   372,000.      581,170.      MT  (+/- 180 meters Scaled)
 SR0895
 SR0895                          SUPERSEDED SURVEY CONTROL
 SR0895
 SR0895  NGVD 29 (??/??/92) 1056.638  (m)         3466.65   (f) ADJ UNCH    2 0
 SR0895
 SR0895.Superseded values are not recommended for survey control.
 SR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0895.See file dsdata.txt to determine how the superseded data were derived.
 SR0895
 SR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT939723(NAD 83)
 SR0895_MARKER: DB = BENCH MARK DISK
 SR0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0895_STAMPING: A 193 1961
 SR0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0895+STABILITY: SURFACE MOTION
 SR0895
 SR0895  HISTORY     - Date     Condition        Report By
 SR0895  HISTORY     - 1961     MONUMENTED       CGS
 SR0895
 SR0895                          STATION DESCRIPTION
 SR0895
 SR0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0895'28.8 MI NE FROM DENTON.
 SR0895'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0895'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0895'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0895'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0895'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0895'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 18.7 MILES
 SR0895'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD,
 SR0895'IN SECTION 13,T 21 N, R 15 E, 29 FEET SOUTH OF THE CENTER LINE OF THE
 SR0895'ROAD, 51 FEET EAST OF THE CENTER OF A GATE, 1 1/2 FEET NORTH OF A
 SR0895'FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0895'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0737 ***********************************************************************
 SR0737  DESIGNATION -  A 194
 SR0737  PID         -  SR0737
 SR0737  STATE/COUNTY-  MT/FERGUS
 SR0737  USGS QUAD   -  SPRING CREEK JUNCTION (1970)
 SR0737
 SR0737                         *CURRENT SURVEY CONTROL
 SR0737  ___________________________________________________________________
 SR0737* NAD 83(1986)-  47 14 57.     (N)    109 34 04.     (W)     SCALED    
 SR0737* NAVD 88     -      1111.026  (meters)    3645.09   (feet)  ADJUSTED  
 SR0737  ___________________________________________________________________
 SR0737  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 SR0737  DYNAMIC HT  -        1110.913 (meters)    3644.72  (feet)  COMP
 SR0737  MODELED GRAV-     980,473.0   (mgal)                       NAVD 88
 SR0737
 SR0737  VERT ORDER  -  SECOND    CLASS 0
 SR0737
 SR0737.The horizontal coordinates were scaled from a topographic map and have
 SR0737.an estimated accuracy of +/- 6 seconds.
 SR0737
 SR0737.The orthometric height was determined by differential leveling
 SR0737.and adjusted by the National Geodetic Survey in June 1991..
 SR0737
 SR0737.The geoid height was determined by GEOID03.
 SR0737
 SR0737.The dynamic height is computed by dividing the NAVD 88
 SR0737.geopotential number by the normal gravity value computed on the
 SR0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0737.degrees latitude (g = 980.6199 gals.).
 SR0737
 SR0737.The modeled gravity was interpolated from observed gravity values.
 SR0737
 SR0737;                    North         East    Units  Estimated Accuracy
 SR0737;SPC MT       -   333,260.      594,870.      MT  (+/- 180 meters Scaled)
 SR0737
 SR0737                          SUPERSEDED SURVEY CONTROL
 SR0737
 SR0737  NGVD 29 (??/??/92) 1110.144  (m)         3642.20   (f) ADJ UNCH    2 0
 SR0737
 SR0737.Superseded values are not recommended for survey control.
 SR0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0737.See file dsdata.txt to determine how the superseded data were derived.
 SR0737
 SR0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT083338(NAD 83)
 SR0737_MARKER: DB = BENCH MARK DISK
 SR0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0737_STAMPING: A 194 1961
 SR0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0737+STABILITY: SURFACE MOTION
 SR0737
 SR0737  HISTORY     - Date     Condition        Report By
 SR0737  HISTORY     - 1961     MONUMENTED       CGS
 SR0737
 SR0737                          STATION DESCRIPTION
 SR0737
 SR0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0737'8.7 MI NW FROM BROOKS.
 SR0737'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0737'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0737'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 0.75 MILE NORTH ALONG
 SR0737'A GRAVELED ROAD, IN SECTION 9, R 17 E, T 17 N, 0.1 MILE NORTH OF A
 SR0737'SMALL WOODEN BRIDGE, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, 312
 SR0737'FEET NORTHEAST OF A POWER POLE WITH A LINE CROSSING OVER THE ROAD, 49
 SR0737'FEET NORTH OF THE CENTER OF A GATE ACROSS A TRAIL ROAD, 2 FEET EAST OF
 SR0737'A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 SR0737'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0737'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0448 ***********************************************************************
 SR0448  DESIGNATION -  A 195
 SR0448  PID         -  SR0448
 SR0448  STATE/COUNTY-  MT/FERGUS
 SR0448  USGS QUAD   -  THE HORSE RANCH (1985)
 SR0448
 SR0448                         *CURRENT SURVEY CONTROL
 SR0448  ___________________________________________________________________
 SR0448* NAD 83(1986)-  47 23 37.     (N)    109 07 59.     (W)     SCALED    
 SR0448* NAVD 88     -      1001.659  (meters)    3286.28   (feet)  ADJUSTED  
 SR0448  ___________________________________________________________________
 SR0448  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 SR0448  DYNAMIC HT  -        1001.607 (meters)    3286.11  (feet)  COMP
 SR0448  MODELED GRAV-     980,525.8   (mgal)                       NAVD 88
 SR0448
 SR0448  VERT ORDER  -  SECOND    CLASS 0
 SR0448
 SR0448.The horizontal coordinates were scaled from a topographic map and have
 SR0448.an estimated accuracy of +/- 6 seconds.
 SR0448
 SR0448.The orthometric height was determined by differential leveling
 SR0448.and adjusted by the National Geodetic Survey in June 1991..
 SR0448
 SR0448.The geoid height was determined by GEOID03.
 SR0448
 SR0448.The dynamic height is computed by dividing the NAVD 88
 SR0448.geopotential number by the normal gravity value computed on the
 SR0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0448.degrees latitude (g = 980.6199 gals.).
 SR0448
 SR0448.The modeled gravity was interpolated from observed gravity values.
 SR0448
 SR0448;                    North         East    Units  Estimated Accuracy
 SR0448;SPC MT       -   349,380.      627,690.      MT  (+/- 180 meters Scaled)
 SR0448
 SR0448                          SUPERSEDED SURVEY CONTROL
 SR0448
 SR0448  NGVD 29 (??/??/92) 1000.839  (m)         3283.59   (f) ADJ UNCH    2 0
 SR0448
 SR0448.Superseded values are not recommended for survey control.
 SR0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0448.See file dsdata.txt to determine how the superseded data were derived.
 SR0448
 SR0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT408505(NAD 83)
 SR0448_MARKER: DB = BENCH MARK DISK
 SR0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0448_STAMPING: A 195 1961
 SR0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0448+STABILITY: SURFACE MOTION
 SR0448
 SR0448  HISTORY     - Date     Condition        Report By
 SR0448  HISTORY     - 1961     MONUMENTED       CGS
 SR0448  HISTORY     - 1979     GOOD             USGS
 SR0448
 SR0448                          STATION DESCRIPTION
 SR0448
 SR0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0448'6.95 MI NE FROM ARMELLS.
 SR0448'ABOUT 0.15 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0448'PACIFIC RAILROAD FROM THE STATION SIGN AT ARMELLS, THENCE 3.95 MILES
 SR0448'NORTHEAST ALONG A TRACK ROAD, THENCE 2.85 MILES NORTH ALONG A GRAVELED
 SR0448'ROAD, IN SECTION 26, T 19 N, R 20 E, 0.3 MILE SOUTH OF A GROUP OF
 SR0448'RANCH BUILDINGS, 0.2 MILE SOUTH OF A WOODEN BRIDGE OVER ARMELLS CREEK,
 SR0448'61 FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTHEAST OF A
 SR0448'TELEPHONE POLE, 2 FEET WEST OF A FENCE, 2.0 FEET NORTHEAST OF A METAL
 SR0448'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 SR0448'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 SR0448
 SR0448                          STATION RECOVERY (1979)
 SR0448
 SR0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0448'TO REACH THE BM FROM THE POST OFFICE AT ROY, GO NORTH 0.15 MILES TO
 SR0448'STATE HIGHWAY 19, TURN LEFT, WEST AND GO 5 MILES TO A GRADED GRAVEL
 SR0448'ROAD RIGHT AT FERGUS, TURN RIGHT ON GRADED GRAVEL ROAD AND GO NORTH
 SR0448'AND WEST FOR 3.8 MILES TO A ROAD FORK, GO WEST AND NORTH ALONG A
 SR0448'GRADED GRAVEL ROAD FOR 4.95 MILES, IN SECTION 26, T19N, R20E, 0.3
 SR0448'MILE SOUTH OF A GROUP OF RANCH BUILDINGS, 0.2 MILE SOUTH OF A WOODEN
 SR0448'BRIDGE OVER ARMELLS CREEK, 102 FT SOUTHEAST OF THE CENTER LINE OF THE
 SR0448'ROAD, 35 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE,
 SR0448'2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 SR0448'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0448'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0370 ***********************************************************************
 RV0370  DESIGNATION -  A 196
 RV0370  PID         -  RV0370
 RV0370  STATE/COUNTY-  MT/FERGUS
 RV0370  USGS QUAD   -  BUFFALO (1970)
 RV0370
 RV0370                         *CURRENT SURVEY CONTROL
 RV0370  ___________________________________________________________________
 RV0370* NAD 83(1986)-  46 48 20.     (N)    109 49 26.     (W)     SCALED    
 RV0370* NAVD 88     -      1322.233  (meters)    4338.03   (feet)  ADJUSTED  
 RV0370  ___________________________________________________________________
 RV0370  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 RV0370  DYNAMIC HT  -        1321.985 (meters)    4337.21  (feet)  COMP
 RV0370  MODELED GRAV-     980,379.7   (mgal)                       NAVD 88
 RV0370
 RV0370  VERT ORDER  -  FIRST     CLASS II
 RV0370
 RV0370.The horizontal coordinates were scaled from a topographic map and have
 RV0370.an estimated accuracy of +/- 6 seconds.
 RV0370
 RV0370.The orthometric height was determined by differential leveling
 RV0370.and adjusted by the National Geodetic Survey in June 1991..
 RV0370
 RV0370.The geoid height was determined by GEOID03.
 RV0370
 RV0370.The dynamic height is computed by dividing the NAVD 88
 RV0370.geopotential number by the normal gravity value computed on the
 RV0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0370.degrees latitude (g = 980.6199 gals.).
 RV0370
 RV0370.The modeled gravity was interpolated from observed gravity values.
 RV0370
 RV0370;                    North         East    Units  Estimated Accuracy
 RV0370;SPC MT       -   284,030.      575,290.      MT  (+/- 180 meters Scaled)
 RV0370
 RV0370                          SUPERSEDED SURVEY CONTROL
 RV0370
 RV0370  NGVD 29 (??/??/92) 1321.276  (m)         4334.89   (f) ADJ UNCH    1 2
 RV0370
 RV0370.Superseded values are not recommended for survey control.
 RV0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0370.See file dsdata.txt to determine how the superseded data were derived.
 RV0370
 RV0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS897842(NAD 83)
 RV0370_MARKER: DB = BENCH MARK DISK
 RV0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0370_STAMPING: A 196 1961
 RV0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0370+STABILITY: SURFACE MOTION
 RV0370
 RV0370  HISTORY     - Date     Condition        Report By
 RV0370  HISTORY     - 1961     MONUMENTED       CGS
 RV0370
 RV0370                          STATION DESCRIPTION
 RV0370
 RV0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0370'1.05 MI SE FROM BUFFALO.
 RV0370'ABOUT 1.05 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0370'STATION SIGN AT BUFFALO, 0.2 MILE SOUTHEAST OF A CURVE IN THE TRACK,
 RV0370'52 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 59 FEET WEST-SOUTHWEST OF
 RV0370'THE CENTER OF THE TRACK AT A HAND CAR PLATFORM, 21 FEET NORTHEAST OF A
 RV0370'WOODEN FENCE, 5 FEET SOUTHWEST OF A ROW OF POLES, 1 1/2 FEET SOUTH OF
 RV0370'A WITNESS POST, ABOUT LEVEL WITH THE RAIL AND IN THE TOP OF A CONCRETE
 RV0370'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0460 ***********************************************************************
 SS0460  DESIGNATION -  A 197
 SS0460  PID         -  SS0460
 SS0460  STATE/COUNTY-  MT/JUDITH BASIN
 SS0460  USGS QUAD   -  RAYNESFORD (1995)
 SS0460
 SS0460                         *CURRENT SURVEY CONTROL
 SS0460  ___________________________________________________________________
 SS0460* NAD 83(1986)-  47 15 32.     (N)    110 43 30.     (W)     SCALED    
 SS0460* NAVD 88     -      1248.265  (meters)    4095.35   (feet)  ADJUSTED  
 SS0460  ___________________________________________________________________
 SS0460  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 SS0460  DYNAMIC HT  -        1248.101 (meters)    4094.81  (feet)  COMP
 SS0460  MODELED GRAV-     980,438.4   (mgal)                       NAVD 88
 SS0460
 SS0460  VERT ORDER  -  SECOND    CLASS 0
 SS0460
 SS0460.The horizontal coordinates were scaled from a topographic map and have
 SS0460.an estimated accuracy of +/- 6 seconds.
 SS0460
 SS0460.The orthometric height was determined by differential leveling
 SS0460.and adjusted by the National Geodetic Survey in June 1991..
 SS0460
 SS0460.The geoid height was determined by GEOID03.
 SS0460
 SS0460.The dynamic height is computed by dividing the NAVD 88
 SS0460.geopotential number by the normal gravity value computed on the
 SS0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0460.degrees latitude (g = 980.6199 gals.).
 SS0460
 SS0460.The modeled gravity was interpolated from observed gravity values.
 SS0460
 SS0460;                    North         East    Units  Estimated Accuracy
 SS0460;SPC MT       -   335,070.      507,340.      MT  (+/- 180 meters Scaled)
 SS0460
 SS0460                          SUPERSEDED SURVEY CONTROL
 SS0460
 SS0460  NGVD 29 (??/??/92) 1247.306  (m)         4092.20   (f) ADJ UNCH    2 0
 SS0460
 SS0460.Superseded values are not recommended for survey control.
 SS0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0460.See file dsdata.txt to determine how the superseded data were derived.
 SS0460
 SS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT208339(NAD 83)
 SS0460_MARKER: DB = BENCH MARK DISK
 SS0460_SETTING: 80 = SET IN A BOULDER
 SS0460_SP_SET: BOULDER
 SS0460_STAMPING: A 197 1961
 SS0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0460+STABILITY: SURFACE MOTION
 SS0460
 SS0460  HISTORY     - Date     Condition        Report By
 SS0460  HISTORY     - 1961     MONUMENTED       CGS
 SS0460
 SS0460                          STATION DESCRIPTION
 SS0460
 SS0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0460'1.25 MI SE FROM RAYNESFORD.
 SS0460'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0460'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0460'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 0.45 MILE SOUTH ALONG STATE
 SS0460'SECONDARY ROAD NO. 427, IN SECTION 4, T 17 N, R 8 E, 48 FEET EAST OF
 SS0460'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A BOULDER PROJECTING 18
 SS0460'INCHES, 19 1/2 FEET SOUTH OF A TELEPHONE POLE BRACED BY A GUY WIRE, 4
 SS0460'FEET WEST OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0467 ***********************************************************************
 RV0467  DESIGNATION -  A 198
 RV0467  PID         -  RV0467
 RV0467  STATE/COUNTY-  MT/FERGUS
 RV0467  USGS QUAD   -  WEST FORK BEAVER CREEK (1970)
 RV0467
 RV0467                         *CURRENT SURVEY CONTROL
 RV0467  ___________________________________________________________________
 RV0467* NAD 83(1986)-  46 58 07.     (N)    109 36 28.     (W)     SCALED    
 RV0467* NAVD 88     -      1319.373  (meters)    4328.64   (feet)  ADJUSTED  
 RV0467  ___________________________________________________________________
 RV0467  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 RV0467  DYNAMIC HT  -        1319.166 (meters)    4327.96  (feet)  COMP
 RV0467  MODELED GRAV-     980,409.7   (mgal)                       NAVD 88
 RV0467
 RV0467  VERT ORDER  -  SECOND    CLASS 0
 RV0467
 RV0467.The horizontal coordinates were scaled from a topographic map and have
 RV0467.an estimated accuracy of +/- 6 seconds.
 RV0467
 RV0467.The orthometric height was determined by differential leveling
 RV0467.and adjusted by the National Geodetic Survey in June 1991..
 RV0467
 RV0467.The geoid height was determined by GEOID03.
 RV0467
 RV0467.The dynamic height is computed by dividing the NAVD 88
 RV0467.geopotential number by the normal gravity value computed on the
 RV0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0467.degrees latitude (g = 980.6199 gals.).
 RV0467
 RV0467.The modeled gravity was interpolated from observed gravity values.
 RV0467
 RV0467;                    North         East    Units  Estimated Accuracy
 RV0467;SPC MT       -   302,100.      591,800.      MT  (+/- 180 meters Scaled)
 RV0467
 RV0467                          SUPERSEDED SURVEY CONTROL
 RV0467
 RV0467  NGVD 29 (??/??/92) 1318.452  (m)         4325.62   (f) ADJ UNCH    2 0
 RV0467
 RV0467.Superseded values are not recommended for survey control.
 RV0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0467.See file dsdata.txt to determine how the superseded data were derived.
 RV0467
 RV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT059026(NAD 83)
 RV0467_MARKER: DB = BENCH MARK DISK
 RV0467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0467_SP_SET: 8 FT.
 RV0467_STAMPING: A 198 1961
 RV0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0467
 RV0467  HISTORY     - Date     Condition        Report By
 RV0467  HISTORY     - 1961     MONUMENTED       CGS
 RV0467
 RV0467                          STATION DESCRIPTION
 RV0467
 RV0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0467'10.25 MI NE FROM MOORE.
 RV0467'ABOUT 0.65 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 RV0467'MOORE, THENCE 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 87, THENCE 4.0
 RV0467'MILES SOUTH ALONG A GRAVEL ROAD, 33 FEET EAST OF THE CENTER LINE OF
 RV0467'THE ROAD, 31 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD WEST, 46
 RV0467'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 68 FEET SOUTH OF A
 RV0467'TELEPHONE POLE, 7 FEET EAST OF A POWER LINE BRACE POLE WITH GUY WIRE,
 RV0467'1.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND ON THE
 RV0467'TOP OF A 5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO REFUSAL AT A
 RV0467'DEPTH OF 8 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH
 RV0467'TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0129 ***********************************************************************
 QY0129  DESIGNATION -  A 2
 QY0129  PID         -  QY0129
 QY0129  STATE/COUNTY-  MT/BEAVERHEAD
 QY0129  USGS QUAD   -  DILLON WEST (1979)
 QY0129
 QY0129                         *CURRENT SURVEY CONTROL
 QY0129  ___________________________________________________________________
 QY0129* NAD 83(1986)-  45 12 57.     (N)    112 38 04.     (W)     SCALED    
 QY0129* NAVD 88     -      1553.981  (meters)    5098.35   (feet)  ADJUSTED  
 QY0129  ___________________________________________________________________
 QY0129  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 QY0129  DYNAMIC HT  -        1553.346 (meters)    5096.27  (feet)  COMP
 QY0129  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 QY0129
 QY0129  VERT ORDER  -  FIRST     CLASS II
 QY0129
 QY0129.The horizontal coordinates were scaled from a topographic map and have
 QY0129.an estimated accuracy of +/- 6 seconds.
 QY0129
 QY0129.The orthometric height was determined by differential leveling
 QY0129.and adjusted by the National Geodetic Survey in June 1991..
 QY0129
 QY0129.The geoid height was determined by GEOID03.
 QY0129
 QY0129.The dynamic height is computed by dividing the NAVD 88
 QY0129.geopotential number by the normal gravity value computed on the
 QY0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0129.degrees latitude (g = 980.6199 gals.).
 QY0129
 QY0129.The modeled gravity was interpolated from observed gravity values.
 QY0129
 QY0129;                    North         East    Units  Estimated Accuracy
 QY0129;SPC MT       -   112,270.      353,890.      MT  (+/- 180 meters Scaled)
 QY0129
 QY0129                          SUPERSEDED SURVEY CONTROL
 QY0129
 QY0129  NGVD 29 (??/??/92) 1552.841  (m)         5094.61   (f) ADJ UNCH    1 2
 QY0129
 QY0129.Superseded values are not recommended for survey control.
 QY0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0129.See file dsdata.txt to determine how the superseded data were derived.
 QY0129
 QY0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR716082(NAD 83)
 QY0129_MARKER: DB = BENCH MARK DISK
 QY0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0129_SP_SET: BUILDING
 QY0129_STAMPING: A 2
 QY0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0129
 QY0129  HISTORY     - Date     Condition        Report By
 QY0129  HISTORY     - UNK      MONUMENTED       CGS
 QY0129  HISTORY     - 1962     GOOD             NGS
 QY0129
 QY0129                          STATION DESCRIPTION
 QY0129
 QY0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0129'IN DILLON.
 QY0129'AT DILLON, AT THE INTERSECTION OF PACIFIC AND BANNOCK STREETS, SET
 QY0129'VERTICALL IN THE NORTHWEST WALL OF THE COUNTY COURTHOUSE, 10 FEET
 QY0129'SOUTHWEST OF THE CENTER OF THE NORTHWEST ENTRANCE TO THE BUILDING,
 QY0129'34.8 FEET SOUTHEAST OF THE SOUTHEAST CURB OF PACIFIC STREET, 18.1 FEET
 QY0129'NORTHEAST OF THE WEST CORNER OF THE BUILDING AND 3.3 FEET ABOVE THE
 QY0129'SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0439 ***********************************************************************
 SS0439  DESIGNATION -  A 2 Y
 SS0439  PID         -  SS0439
 SS0439  STATE/COUNTY-  MT/CASCADE
 SS0439  USGS QUAD   -  BLYTHE (1982)
 SS0439
 SS0439                         *CURRENT SURVEY CONTROL
 SS0439  ___________________________________________________________________
 SS0439* NAD 83(1986)-  47 22 19.     (N)    110 47 45.     (W)     SCALED    
 SS0439* NAVD 88     -      1304.729  (meters)    4280.60   (feet)  ADJUSTED  
 SS0439  ___________________________________________________________________
 SS0439  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SS0439  DYNAMIC HT  -        1304.609 (meters)    4280.20  (feet)  COMP
 SS0439  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 SS0439
 SS0439  VERT ORDER  -  SECOND    CLASS 0
 SS0439
 SS0439.The horizontal coordinates were scaled from a topographic map and have
 SS0439.an estimated accuracy of +/- 6 seconds.
 SS0439
 SS0439.The orthometric height was determined by differential leveling
 SS0439.and adjusted by the National Geodetic Survey in June 1991..
 SS0439
 SS0439.The geoid height was determined by GEOID03.
 SS0439
 SS0439.The dynamic height is computed by dividing the NAVD 88
 SS0439.geopotential number by the normal gravity value computed on the
 SS0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0439.degrees latitude (g = 980.6199 gals.).
 SS0439
 SS0439.The modeled gravity was interpolated from observed gravity values.
 SS0439
 SS0439;                    North         East    Units  Estimated Accuracy
 SS0439;SPC MT       -   347,710.      502,190.      MT  (+/- 180 meters Scaled)
 SS0439
 SS0439                          SUPERSEDED SURVEY CONTROL
 SS0439
 SS0439  NGVD 29 (??/??/92) 1303.806  (m)         4277.57   (f) ADJ UNCH    2 0
 SS0439
 SS0439.Superseded values are not recommended for survey control.
 SS0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0439.See file dsdata.txt to determine how the superseded data were derived.
 SS0439
 SS0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT154465(NAD 83)
 SS0439_MARKER: DS = TRIANGULATION STATION DISK
 SS0439_SETTING: 66 = SET IN ROCK OUTCROP
 SS0439_SP_SET: ROCK
 SS0439_STAMPING: A 2 Y 1961
 SS0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0439+STABILITY: POSITION/ELEVATION WELL
 SS0439
 SS0439  HISTORY     - Date     Condition        Report By
 SS0439  HISTORY     - 1961     MONUMENTED       CGS
 SS0439
 SS0439                          STATION DESCRIPTION
 SS0439
 SS0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0439'9.35 MI E FROM BELT.
 SS0439'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0439'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0439'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0439'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0439'ROAD, THENCE 3.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 SS0439'NORTHWEST ALONG A FENCE, THENCE 0.1 MILE EAST ALONG A LANE, ON TOP OF
 SS0439'THE MORE NORTHERLY OF 2 HILLS, IN SECTION 26, T 19 N, R 7 E, 224 FEET
 SS0439'NORTH OF A FENCE, 51 FEET SOUTH OF THE CREST OF THE HILL, 47.2 FEET
 SS0439'NORTHEAST OF A 2 Y R. M. 2, 28.5 FEET WEST OF A 2 Y R. M. 1, AND SET
 SS0439'IN THE TOP OF A ROCK WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0440 ***********************************************************************
 SS0440  DESIGNATION -  A 2 Y RM 1
 SS0440  PID         -  SS0440
 SS0440  STATE/COUNTY-  MT/CASCADE
 SS0440  USGS QUAD   -  BLYTHE (1982)
 SS0440
 SS0440                         *CURRENT SURVEY CONTROL
 SS0440  ___________________________________________________________________
 SS0440* NAD 83(1986)-  47 22 19.     (N)    110 47 46.     (W)     SCALED    
 SS0440* NAVD 88     -      1304.456  (meters)    4279.70   (feet)  ADJUSTED  
 SS0440  ___________________________________________________________________
 SS0440  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SS0440  DYNAMIC HT  -        1304.336 (meters)    4279.31  (feet)  COMP
 SS0440  MODELED GRAV-     980,474.7   (mgal)                       NAVD 88
 SS0440
 SS0440  VERT ORDER  -  SECOND    CLASS 0
 SS0440
 SS0440.The horizontal coordinates were scaled from a topographic map and have
 SS0440.an estimated accuracy of +/- 6 seconds.
 SS0440
 SS0440.The orthometric height was determined by differential leveling
 SS0440.and adjusted by the National Geodetic Survey in June 1991..
 SS0440
 SS0440.The geoid height was determined by GEOID03.
 SS0440
 SS0440.The dynamic height is computed by dividing the NAVD 88
 SS0440.geopotential number by the normal gravity value computed on the
 SS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0440.degrees latitude (g = 980.6199 gals.).
 SS0440
 SS0440.The modeled gravity was interpolated from observed gravity values.
 SS0440
 SS0440;                    North         East    Units  Estimated Accuracy
 SS0440;SPC MT       -   347,710.      502,170.      MT  (+/- 180 meters Scaled)
 SS0440
 SS0440                          SUPERSEDED SURVEY CONTROL
 SS0440
 SS0440  NGVD 29 (??/??/92) 1303.532  (m)         4276.67   (f) ADJ UNCH    2 0
 SS0440
 SS0440.Superseded values are not recommended for survey control.
 SS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0440.See file dsdata.txt to determine how the superseded data were derived.
 SS0440
 SS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT153465(NAD 83)
 SS0440_MARKER: DR = REFERENCE MARK DISK
 SS0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0440_STAMPING: A 2 Y NO 1 1961
 SS0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0440+STABILITY: SURFACE MOTION
 SS0440
 SS0440  HISTORY     - Date     Condition        Report By
 SS0440  HISTORY     - 1961     MONUMENTED       CGS
 SS0440
 SS0440                          STATION DESCRIPTION
 SS0440
 SS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0440'9.35 MI E FROM BELT.
 SS0440'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0440'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0440'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0440'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0440'ROAD, THENCE 3.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 SS0440'NORTHWEST ALONG A FENCE, THENCE 0.1 MILE EAST ALONG A LANE, IN SECTION
 SS0440'26, T 19 N, R 7 E, 214 FEET NORTH OF A FENCE, 28.5 FEET EAST OF A 2 Y
 SS0440'1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0438 ***********************************************************************
 SS0438  DESIGNATION -  A 2 Y RM 2
 SS0438  PID         -  SS0438
 SS0438  STATE/COUNTY-  MT/CASCADE
 SS0438  USGS QUAD   -  BLYTHE (1982)
 SS0438
 SS0438                         *CURRENT SURVEY CONTROL
 SS0438  ___________________________________________________________________
 SS0438* NAD 83(1986)-  47 22 19.     (N)    110 47 46.     (W)     SCALED    
 SS0438* NAVD 88     -      1303.967  (meters)    4278.10   (feet)  ADJUSTED  
 SS0438  ___________________________________________________________________
 SS0438  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SS0438  DYNAMIC HT  -        1303.848 (meters)    4277.71  (feet)  COMP
 SS0438  MODELED GRAV-     980,474.7   (mgal)                       NAVD 88
 SS0438
 SS0438  VERT ORDER  -  SECOND    CLASS 0
 SS0438
 SS0438.The horizontal coordinates were scaled from a topographic map and have
 SS0438.an estimated accuracy of +/- 6 seconds.
 SS0438
 SS0438.The orthometric height was determined by differential leveling
 SS0438.and adjusted by the National Geodetic Survey in June 1991..
 SS0438
 SS0438.The geoid height was determined by GEOID03.
 SS0438
 SS0438.The dynamic height is computed by dividing the NAVD 88
 SS0438.geopotential number by the normal gravity value computed on the
 SS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0438.degrees latitude (g = 980.6199 gals.).
 SS0438
 SS0438.The modeled gravity was interpolated from observed gravity values.
 SS0438
 SS0438;                    North         East    Units  Estimated Accuracy
 SS0438;SPC MT       -   347,710.      502,170.      MT  (+/- 180 meters Scaled)
 SS0438
 SS0438                          SUPERSEDED SURVEY CONTROL
 SS0438
 SS0438  NGVD 29 (??/??/92) 1303.044  (m)         4275.07   (f) ADJ UNCH    2 0
 SS0438
 SS0438.Superseded values are not recommended for survey control.
 SS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0438.See file dsdata.txt to determine how the superseded data were derived.
 SS0438
 SS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT153465(NAD 83)
 SS0438_MARKER: DR = REFERENCE MARK DISK
 SS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0438_STAMPING: A 2 Y NO 2 1961
 SS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0438+STABILITY: SURFACE MOTION
 SS0438
 SS0438  HISTORY     - Date     Condition        Report By
 SS0438  HISTORY     - 1961     MONUMENTED       CGS
 SS0438
 SS0438                          STATION DESCRIPTION
 SS0438
 SS0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0438'9.35 MI E FROM BELT.
 SS0438'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0438'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0438'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0438'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0438'ROAD, THENCE 3.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 SS0438'NORTHWEST ALONG A FENCE, THENCE 0.1 MILE EAST ALONG A LANE, IN SECTION
 SS0438'26, T 19 N, R 7 E, 206 FEET NORTH OF A FENCE, 47.2 FEET SOUTHWEST OF A
 SS0438'2 Y 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0436 ***********************************************************************
 SS0436  DESIGNATION -  A 2 Z
 SS0436  PID         -  SS0436
 SS0436  STATE/COUNTY-  MT/CASCADE
 SS0436  USGS QUAD   -  BELT NE (1982)
 SS0436
 SS0436                         *CURRENT SURVEY CONTROL
 SS0436  ___________________________________________________________________
 SS0436* NAD 83(1986)-  47 22 39.     (N)    110 48 04.     (W)     SCALED    
 SS0436* NAVD 88     -      1341.642  (meters)    4401.70   (feet)  ADJUSTED  
 SS0436  ___________________________________________________________________
 SS0436  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SS0436  DYNAMIC HT  -        1341.525 (meters)    4401.32  (feet)  COMP
 SS0436  MODELED GRAV-     980,477.3   (mgal)                       NAVD 88
 SS0436
 SS0436  VERT ORDER  -  SECOND    CLASS 0
 SS0436
 SS0436.The horizontal coordinates were scaled from a topographic map and have
 SS0436.an estimated accuracy of +/- 6 seconds.
 SS0436
 SS0436.The orthometric height was determined by differential leveling
 SS0436.and adjusted by the National Geodetic Survey in June 1991..
 SS0436
 SS0436.The geoid height was determined by GEOID03.
 SS0436
 SS0436.The dynamic height is computed by dividing the NAVD 88
 SS0436.geopotential number by the normal gravity value computed on the
 SS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0436.degrees latitude (g = 980.6199 gals.).
 SS0436
 SS0436.The modeled gravity was interpolated from observed gravity values.
 SS0436
 SS0436;                    North         East    Units  Estimated Accuracy
 SS0436;SPC MT       -   348,340.      501,800.      MT  (+/- 180 meters Scaled)
 SS0436
 SS0436                          SUPERSEDED SURVEY CONTROL
 SS0436
 SS0436  NGVD 29 (??/??/92) 1340.728  (m)         4398.71   (f) ADJ UNCH    2 0
 SS0436
 SS0436.Superseded values are not recommended for survey control.
 SS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0436.See file dsdata.txt to determine how the superseded data were derived.
 SS0436
 SS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT150471(NAD 83)
 SS0436_MARKER: DS = TRIANGULATION STATION DISK
 SS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0436_STAMPING: A 2 Z 1961
 SS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0436+STABILITY: SURFACE MOTION
 SS0436
 SS0436  HISTORY     - Date     Condition        Report By
 SS0436  HISTORY     - 1961     MONUMENTED       CGS
 SS0436
 SS0436                          STATION DESCRIPTION
 SS0436
 SS0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0436'8.75 MI E FROM BELT.
 SS0436'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0436'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0436'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0436'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0436'ROAD, THENCE 3.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 SS0436'WEST ALONG A TRAIL ROAD THROUGH A FIELD, IN SECTION 35, T 19 N, R 7 E,
 SS0436'ON THE TOP OF A RIDGE AND ABOUT 97 FEET SOUTH OF THE CENTER LINE OF
 SS0436'THE TRAIL ROAD, 51.3 FEET WEST OF A 2 Z R. M. 1, 38.9 FEET NORTH OF A
 SS0436'2 Z R. M. 2, 3.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE
 SS0436'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0434 ***********************************************************************
 SS0434  DESIGNATION -  A 2 Z AZ MK
 SS0434  PID         -  SS0434
 SS0434  STATE/COUNTY-  MT/CASCADE
 SS0434  USGS QUAD   -  BLYTHE (1982)
 SS0434
 SS0434                         *CURRENT SURVEY CONTROL
 SS0434  ___________________________________________________________________
 SS0434* NAD 83(1986)-  47 22 06.     (N)    110 48 14.     (W)     SCALED    
 SS0434* NAVD 88     -      1320.395  (meters)    4332.00   (feet)  ADJUSTED  
 SS0434  ___________________________________________________________________
 SS0434  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SS0434  DYNAMIC HT  -        1320.276 (meters)    4331.61  (feet)  COMP
 SS0434  MODELED GRAV-     980,475.7   (mgal)                       NAVD 88
 SS0434
 SS0434  VERT ORDER  -  FIRST     CLASS II
 SS0434
 SS0434.The horizontal coordinates were scaled from a topographic map and have
 SS0434.an estimated accuracy of +/- 6 seconds.
 SS0434
 SS0434.The orthometric height was determined by differential leveling
 SS0434.and adjusted by the National Geodetic Survey in June 1991..
 SS0434
 SS0434.The geoid height was determined by GEOID03.
 SS0434
 SS0434.The dynamic height is computed by dividing the NAVD 88
 SS0434.geopotential number by the normal gravity value computed on the
 SS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0434.degrees latitude (g = 980.6199 gals.).
 SS0434
 SS0434.The modeled gravity was interpolated from observed gravity values.
 SS0434
 SS0434;                    North         East    Units  Estimated Accuracy
 SS0434;SPC MT       -   347,320.      501,580.      MT  (+/- 180 meters Scaled)
 SS0434
 SS0434                          SUPERSEDED SURVEY CONTROL
 SS0434
 SS0434  NGVD 29 (??/??/92) 1319.474  (m)         4328.97   (f) ADJ UNCH    1 2
 SS0434
 SS0434.Superseded values are not recommended for survey control.
 SS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0434.See file dsdata.txt to determine how the superseded data were derived.
 SS0434
 SS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT148461(NAD 83)
 SS0434_MARKER: DZ = AZIMUTH MARK DISK
 SS0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0434_STAMPING: A 2 Z 1961
 SS0434_PROJECTION: PROJECTING 8 CENTIMETERS
 SS0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0434+STABILITY: SURFACE MOTION
 SS0434
 SS0434  HISTORY     - Date     Condition        Report By
 SS0434  HISTORY     - 1961     MONUMENTED       CGS
 SS0434  HISTORY     - 1980     GOOD             NGS
 SS0434  HISTORY     - 1980     GOOD             NGS
 SS0434
 SS0434                          STATION DESCRIPTION
 SS0434
 SS0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0434'7.95 MI E FROM BELT.
 SS0434'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0434'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0434'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0434'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0434'ROAD, THENCE 2.85 MILES SOUTHEAST ALONG A GRAVELED ROAD, IN SECTION
 SS0434'35, T 19 N, R 7 E, ON THE OUTSIDE OF A CURVE AND 40 FEET SOUTH OF THE
 SS0434'CENTER LINE OF THE GRAVELED ROAD, 11 1/2 FEET WEST OF A CORNER FENCE
 SS0434'POST, 4 INCHES SOUTH OF A FENCE, 11.3 FEET WEST OF A WOODEN WITNESS
 SS0434'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0434'PROJECTING 4 INCHES.
 SS0434
 SS0434                          STATION RECOVERY (1980)
 SS0434
 SS0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0434'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0434'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, THENCE 6.9
 SS0434'KM (4.3 MI) EAST ALONG A GRAVELED ROAD, THENCE 4.6 KM (2.85 MI) EAST
 SS0434'ALONG A GRAVELED ROAD, ON THE OUTSIDE OF A CURVE, 12.2 METERS (40 FT)
 SS0434'SOUTH OF THE ROAD CENTER, 3.5 METERS (11.5 FT) WEST OF A FENCE
 SS0434'CORNER AND 0.1 METER (0.2 FT) SOUTH OF THE FENCE.
 SS0434'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SS0434'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SS0434
 SS0434                          STATION RECOVERY (1980)
 SS0434
 SS0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0437 ***********************************************************************
 SS0437  DESIGNATION -  A 2 Z RM 1
 SS0437  PID         -  SS0437
 SS0437  STATE/COUNTY-  MT/CASCADE
 SS0437  USGS QUAD   -  BELT NE (1982)
 SS0437
 SS0437                         *CURRENT SURVEY CONTROL
 SS0437  ___________________________________________________________________
 SS0437* NAD 83(1986)-  47 22 40.     (N)    110 48 03.     (W)     SCALED    
 SS0437* NAVD 88     -      1342.100  (meters)    4403.21   (feet)  ADJUSTED  
 SS0437  ___________________________________________________________________
 SS0437  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SS0437  DYNAMIC HT  -        1341.982 (meters)    4402.82  (feet)  COMP
 SS0437  MODELED GRAV-     980,477.3   (mgal)                       NAVD 88
 SS0437
 SS0437  VERT ORDER  -  SECOND    CLASS 0
 SS0437
 SS0437.The horizontal coordinates were scaled from a topographic map and have
 SS0437.an estimated accuracy of +/- 6 seconds.
 SS0437
 SS0437.The orthometric height was determined by differential leveling
 SS0437.and adjusted by the National Geodetic Survey in June 1991..
 SS0437
 SS0437.The geoid height was determined by GEOID03.
 SS0437
 SS0437.The dynamic height is computed by dividing the NAVD 88
 SS0437.geopotential number by the normal gravity value computed on the
 SS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0437.degrees latitude (g = 980.6199 gals.).
 SS0437
 SS0437.The modeled gravity was interpolated from observed gravity values.
 SS0437
 SS0437;                    North         East    Units  Estimated Accuracy
 SS0437;SPC MT       -   348,370.      501,830.      MT  (+/- 180 meters Scaled)
 SS0437
 SS0437                          SUPERSEDED SURVEY CONTROL
 SS0437
 SS0437  NGVD 29 (??/??/92) 1341.186  (m)         4400.21   (f) ADJ UNCH    2 0
 SS0437
 SS0437.Superseded values are not recommended for survey control.
 SS0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0437.See file dsdata.txt to determine how the superseded data were derived.
 SS0437
 SS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT150471(NAD 83)
 SS0437_MARKER: DR = REFERENCE MARK DISK
 SS0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0437_STAMPING: A 2 Z NO 1 1961
 SS0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0437+STABILITY: SURFACE MOTION
 SS0437
 SS0437  HISTORY     - Date     Condition        Report By
 SS0437  HISTORY     - 1961     MONUMENTED       CGS
 SS0437
 SS0437                          STATION DESCRIPTION
 SS0437
 SS0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0437'8.75 MI E FROM BELT.
 SS0437'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0437'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0437'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0437'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0437'ROAD, THENCE 3.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 SS0437'WEST ALONG A TRAIL ROAD THROUGH A FIELD, IN SECTION 35, T 19 N, R 7 E,
 SS0437'89 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 51.3 FEET EAST OF
 SS0437'A 2 Z 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SS0437'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0435 ***********************************************************************
 SS0435  DESIGNATION -  A 2 Z RM 2
 SS0435  PID         -  SS0435
 SS0435  STATE/COUNTY-  MT/CASCADE
 SS0435  USGS QUAD   -  BELT NE (1982)
 SS0435
 SS0435                         *CURRENT SURVEY CONTROL
 SS0435  ___________________________________________________________________
 SS0435* NAD 83(1986)-  47 22 40.     (N)    110 48 04.     (W)     SCALED    
 SS0435* NAVD 88     -      1341.183  (meters)    4400.20   (feet)  ADJUSTED  
 SS0435  ___________________________________________________________________
 SS0435  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SS0435  DYNAMIC HT  -        1341.066 (meters)    4399.81  (feet)  COMP
 SS0435  MODELED GRAV-     980,477.3   (mgal)                       NAVD 88
 SS0435
 SS0435  VERT ORDER  -  SECOND    CLASS 0
 SS0435
 SS0435.The horizontal coordinates were scaled from a topographic map and have
 SS0435.an estimated accuracy of +/- 6 seconds.
 SS0435
 SS0435.The orthometric height was determined by differential leveling
 SS0435.and adjusted by the National Geodetic Survey in June 1991..
 SS0435
 SS0435.The geoid height was determined by GEOID03.
 SS0435
 SS0435.The dynamic height is computed by dividing the NAVD 88
 SS0435.geopotential number by the normal gravity value computed on the
 SS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0435.degrees latitude (g = 980.6199 gals.).
 SS0435
 SS0435.The modeled gravity was interpolated from observed gravity values.
 SS0435
 SS0435;                    North         East    Units  Estimated Accuracy
 SS0435;SPC MT       -   348,370.      501,810.      MT  (+/- 180 meters Scaled)
 SS0435
 SS0435                          SUPERSEDED SURVEY CONTROL
 SS0435
 SS0435  NGVD 29 (??/??/92) 1340.269  (m)         4397.20   (f) ADJ UNCH    2 0
 SS0435
 SS0435.Superseded values are not recommended for survey control.
 SS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0435.See file dsdata.txt to determine how the superseded data were derived.
 SS0435
 SS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT150471(NAD 83)
 SS0435_MARKER: DR = REFERENCE MARK DISK
 SS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0435_STAMPING: A 2 Z NO 2 1961
 SS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0435+STABILITY: SURFACE MOTION
 SS0435
 SS0435  HISTORY     - Date     Condition        Report By
 SS0435  HISTORY     - 1961     MONUMENTED       CGS
 SS0435
 SS0435                          STATION DESCRIPTION
 SS0435
 SS0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0435'8.75 MI E FROM BELT.
 SS0435'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0435'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0435'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0435'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0435'ROAD, THENCE 3.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 SS0435'WEST ALONG A TRAIL ROAD THROUGH A FIELD, IN SECTION 35, T 19 N, T 19
 SS0435'N, R 7 E, 136 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 38.9
 SS0435'FEET SOUTH OF A 2 Z 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SS0435'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0157 ***********************************************************************
 TJ0157  DESIGNATION -  A 20
 TJ0157  PID         -  TJ0157
 TJ0157  STATE/COUNTY-  MT/VALLEY
 TJ0157  USGS QUAD   -  GLASGOW (1978)
 TJ0157
 TJ0157                         *CURRENT SURVEY CONTROL
 TJ0157  ___________________________________________________________________
 TJ0157* NAD 83(1986)-  48 11 39.     (N)    106 38 12.     (W)     SCALED    
 TJ0157* NAVD 88     -       638.678  (meters)    2095.40   (feet)  ADJUSTED  
 TJ0157  ___________________________________________________________________
 TJ0157  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TJ0157  DYNAMIC HT  -         638.755 (meters)    2095.65  (feet)  COMP
 TJ0157  MODELED GRAV-     980,711.2   (mgal)                       NAVD 88
 TJ0157
 TJ0157  VERT ORDER  -  FIRST     CLASS II
 TJ0157
 TJ0157.The horizontal coordinates were scaled from a topographic map and have
 TJ0157.an estimated accuracy of +/- 6 seconds.
 TJ0157
 TJ0157.The orthometric height was determined by differential leveling
 TJ0157.and adjusted by the National Geodetic Survey in June 1991..
 TJ0157
 TJ0157.The geoid height was determined by GEOID03.
 TJ0157
 TJ0157.The dynamic height is computed by dividing the NAVD 88
 TJ0157.geopotential number by the normal gravity value computed on the
 TJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0157.degrees latitude (g = 980.6199 gals.).
 TJ0157
 TJ0157.The modeled gravity was interpolated from observed gravity values.
 TJ0157
 TJ0157;                    North         East    Units  Estimated Accuracy
 TJ0157;SPC MT       -   442,170.      812,740.      MT  (+/- 180 meters Scaled)
 TJ0157
 TJ0157                          SUPERSEDED SURVEY CONTROL
 TJ0157
 TJ0157  NGVD 29 (??/??/92)  638.092  (m)         2093.47   (f) ADJ UNCH    1 2
 TJ0157
 TJ0157.Superseded values are not recommended for survey control.
 TJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0157.See file dsdata.txt to determine how the superseded data were derived.
 TJ0157
 TJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP783391(NAD 83)
 TJ0157_MARKER: DB = BENCH MARK DISK
 TJ0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0157_SP_SET: BUILDING
 TJ0157_STAMPING: 2093.342 A 20
 TJ0157_MARK LOGO: CGS   
 TJ0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0157
 TJ0157  HISTORY     - Date     Condition        Report By
 TJ0157  HISTORY     - UNK      MONUMENTED       CGS
 TJ0157  HISTORY     - 1953     GOOD             DOD
 TJ0157  HISTORY     - 1980     GOOD             NGS
 TJ0157
 TJ0157                          STATION DESCRIPTION
 TJ0157
 TJ0157'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TJ0157'IN GLASGOW.
 TJ0157'AT GLASGOW, VALLEY COUNTY, ONE BLOCK NORTH OF THE COUNTY COURTHOUSE,
 TJ0157'ONE BLOCK SOUTH OF THE FIRST NATIONAL BANK BUILDING, ONE BLOCK EAST OF
 TJ0157'THE POST OFFICE, IN THE NORTHWEST ANGLE OF A STREET INTERSECTION. AT
 TJ0157'THE SMITH CLINIC, IN THE SOUTH BRICK WALL OF THE BUILDING, 2.2 FEET
 TJ0157'WEST OF THE SOUTHEAST CORNER, AND 3.9 FEET ABOVE THE SIDEWALK. A
 TJ0157'STANDARD DISK, STAMPED 2093.342 A 20 AND SET VERTICALLY.  NOTE-- IT
 TJ0157'WAS REPORTED IN OCTOBER 1953 THAT THE MARK IS IN THE SOUTHEAST CORNER
 TJ0157'OF THE SOUTH WALL.
 TJ0157
 TJ0157                          STATION RECOVERY (1980)
 TJ0157
 TJ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0157'IN GLASGOW, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF FIFTH STREET
 TJ0157'AND SECOND AVENUE, SET VERTICALLY IN THE SOUTHEAST CORNER OF THE
 TJ0157'OGRING PROFESSIONAL BUILDING, FORMERLY SMITH CLINIC, AND 0.7 METER
 TJ0157'(2.2 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0521 ***********************************************************************
 RV0521  DESIGNATION -  A 200
 RV0521  PID         -  RV0521
 RV0521  STATE/COUNTY-  MT/WHEATLAND
 RV0521  USGS QUAD   -  ELEPHANT ROCKS (1986)
 RV0521
 RV0521                         *CURRENT SURVEY CONTROL
 RV0521  ___________________________________________________________________
 RV0521* NAD 83(1986)-  46 38 08.     (N)    109 38 25.     (W)     SCALED    
 RV0521* NAVD 88     -      1425.520  (meters)    4676.89   (feet)  ADJUSTED  
 RV0521  ___________________________________________________________________
 RV0521  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 RV0521  DYNAMIC HT  -        1425.227 (meters)    4675.93  (feet)  COMP
 RV0521  MODELED GRAV-     980,357.9   (mgal)                       NAVD 88
 RV0521
 RV0521  VERT ORDER  -  SECOND    CLASS 0
 RV0521
 RV0521.The horizontal coordinates were scaled from a topographic map and have
 RV0521.an estimated accuracy of +/- 6 seconds.
 RV0521
 RV0521.The orthometric height was determined by differential leveling
 RV0521.and adjusted by the National Geodetic Survey in June 1991..
 RV0521
 RV0521.The geoid height was determined by GEOID03.
 RV0521
 RV0521.The dynamic height is computed by dividing the NAVD 88
 RV0521.geopotential number by the normal gravity value computed on the
 RV0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0521.degrees latitude (g = 980.6199 gals.).
 RV0521
 RV0521.The modeled gravity was interpolated from observed gravity values.
 RV0521
 RV0521;                    North         East    Units  Estimated Accuracy
 RV0521;SPC MT       -   265,100.      589,270.      MT  (+/- 180 meters Scaled)
 RV0521
 RV0521                          SUPERSEDED SURVEY CONTROL
 RV0521
 RV0521  NGVD 29 (??/??/92) 1424.558  (m)         4673.74   (f) ADJ UNCH    2 0
 RV0521
 RV0521.Superseded values are not recommended for survey control.
 RV0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0521.See file dsdata.txt to determine how the superseded data were derived.
 RV0521
 RV0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS040655(NAD 83)
 RV0521_MARKER: DB = BENCH MARK DISK
 RV0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0521_SP_SET: 6 FT.
 RV0521_STAMPING: A 200 1961
 RV0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0521
 RV0521  HISTORY     - Date     Condition        Report By
 RV0521  HISTORY     - 1961     MONUMENTED       CGS
 RV0521
 RV0521                          STATION DESCRIPTION
 RV0521
 RV0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0521'10.3 MI SE FROM JUDITH GAP.
 RV0521'ABOUT 7.15 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0521'GAP, THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE WEST
 RV0521'ALONG A GRAVEL ROAD, 0.15 MILE EAST OF A FARM HOUSE AND LARGE BARN, AT
 RV0521'A TURN IN THE ROAD WITH TANGENTS SOUTH AND EAST AND AT THE JUNCTION OF
 RV0521'A DIM ROAD WEST, 108 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST,
 RV0521'29 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 1 1/2 FEET EAST OF
 RV0521'A FENCE, 2 1/2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 RV0521'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH WAS
 RV0521'DRIVEN TO REFUSAL AT A DEPTH OF 6 FEET.  THE UPPER PORTION OF THE ROD
 RV0521'IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0012 ***********************************************************************
 TH0012  DESIGNATION -  A 203
 TH0012  PID         -  TH0012
 TH0012  STATE/COUNTY-  MT/SHERIDAN
 TH0012  USGS QUAD   -  WESTBY SOUTH (1983)
 TH0012
 TH0012                         *CURRENT SURVEY CONTROL
 TH0012  ___________________________________________________________________
 TH0012* NAD 83(1986)-  48 52 08.     (N)    104 05 37.     (W)     SCALED    
 TH0012* NAVD 88     -       648.735  (meters)    2128.39   (feet)  ADJUSTED  
 TH0012  ___________________________________________________________________
 TH0012  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 TH0012  DYNAMIC HT  -         648.854 (meters)    2128.78  (feet)  COMP
 TH0012  MODELED GRAV-     980,772.4   (mgal)                       NAVD 88
 TH0012
 TH0012  VERT ORDER  -  SECOND    CLASS 0
 TH0012
 TH0012.The horizontal coordinates were scaled from a topographic map and have
 TH0012.an estimated accuracy of +/- 6 seconds.
 TH0012
 TH0012.The orthometric height was determined by differential leveling
 TH0012.and adjusted by the National Geodetic Survey in June 1991..
 TH0012
 TH0012.The geoid height was determined by GEOID03.
 TH0012
 TH0012.The dynamic height is computed by dividing the NAVD 88
 TH0012.geopotential number by the normal gravity value computed on the
 TH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0012.degrees latitude (g = 980.6199 gals.).
 TH0012
 TH0012.The modeled gravity was interpolated from observed gravity values.
 TH0012
 TH0012;                    North         East    Units  Estimated Accuracy
 TH0012;SPC MT       -   526,970.      996,290.      MT  (+/- 180 meters Scaled)
 TH0012
 TH0012                          SUPERSEDED SURVEY CONTROL
 TH0012
 TH0012  NGVD 29 (??/??/92)  648.224  (m)         2126.71   (f) ADJ UNCH    2 0
 TH0012
 TH0012.Superseded values are not recommended for survey control.
 TH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0012.See file dsdata.txt to determine how the superseded data were derived.
 TH0012
 TH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ664132(NAD 83)
 TH0012_MARKER: DB = BENCH MARK DISK
 TH0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0012_STAMPING: A-203 -- 1934
 TH0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0012+STABILITY: SURFACE MOTION
 TH0012
 TH0012  HISTORY     - Date     Condition        Report By
 TH0012  HISTORY     - 1934     MONUMENTED       CGS
 TH0012
 TH0012                          STATION DESCRIPTION
 TH0012
 TH0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0012'2.0 MI W FROM WESTBY.
 TH0012'ABOUT 2 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 TH0012'MARIE RAILWAY FROM THE STATION AT WESTBY, SHERIDAN COUNTY, ABOUT 7
 TH0012'POLES WEST OF MILEPOST 622, ABOUT 80 FEET WEST OF THE CENTER LINE OF A
 TH0012'HIGHWAY, ABOUT 75 FEET WEST OF A GATEPOST, 23.2 FEET SOUTH OF THE
 TH0012'SOUTH RAIL, AND 24 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 TH0012'DISK, STAMPED A 203 1934 AND SET IN THE TOP OF A CONCRETE POST
 TH0012'PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS, ST.
 TH0012'PAUL AND SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0105 ***********************************************************************
 RT0105  DESIGNATION -  A 204
 RT0105  PID         -  RT0105
 RT0105  STATE/COUNTY-  MT/CUSTER
 RT0105  USGS QUAD   -  MONTAGUE BUTTE (1969)
 RT0105
 RT0105                         *CURRENT SURVEY CONTROL
 RT0105  ___________________________________________________________________
 RT0105* NAD 83(1986)-  46 22 31.     (N)    105 00 17.     (W)     SCALED    
 RT0105* NAVD 88     -       929.258  (meters)    3048.74   (feet)  ADJUSTED  
 RT0105  ___________________________________________________________________
 RT0105  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RT0105  DYNAMIC HT  -         929.156 (meters)    3048.41  (feet)  COMP
 RT0105  MODELED GRAV-     980,473.0   (mgal)                       NAVD 88
 RT0105
 RT0105  VERT ORDER  -  SECOND    CLASS 0
 RT0105
 RT0105.The horizontal coordinates were scaled from a topographic map and have
 RT0105.an estimated accuracy of +/- 6 seconds.
 RT0105
 RT0105.The orthometric height was determined by differential leveling
 RT0105.and adjusted by the National Geodetic Survey in June 1991..
 RT0105
 RT0105.The geoid height was determined by GEOID03.
 RT0105
 RT0105.The dynamic height is computed by dividing the NAVD 88
 RT0105.geopotential number by the normal gravity value computed on the
 RT0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0105.degrees latitude (g = 980.6199 gals.).
 RT0105
 RT0105.The modeled gravity was interpolated from observed gravity values.
 RT0105
 RT0105;                    North         East    Units  Estimated Accuracy
 RT0105;SPC MT       -   246,090.      945,480.      MT  (+/- 180 meters Scaled)
 RT0105
 RT0105                          SUPERSEDED SURVEY CONTROL
 RT0105
 RT0105  NGVD 29 (??/??/92)  928.673  (m)         3046.82   (f) ADJ UNCH    2 0
 RT0105
 RT0105.Superseded values are not recommended for survey control.
 RT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0105.See file dsdata.txt to determine how the superseded data were derived.
 RT0105
 RT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM996357(NAD 83)
 RT0105_MARKER: DB = BENCH MARK DISK
 RT0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0105_STAMPING: A 204 1934
 RT0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0105+STABILITY: SURFACE MOTION
 RT0105
 RT0105  HISTORY     - Date     Condition        Report By
 RT0105  HISTORY     - 1934     MONUMENTED       CGS
 RT0105  HISTORY     - 1941     GOOD             NGS
 RT0105
 RT0105                          STATION DESCRIPTION
 RT0105
 RT0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RT0105'6.3 MI NE FROM KNOWLTON.
 RT0105'6.3 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO ISMAY FROM THE
 RT0105'SCHOOLHOUSE AT KNOWLTON, CUSTER COUNTY 3.5 MILES SOUTHWEST OF THE
 RT0105'CROSSING OF U. S. HIGHWAY 12, 0.2 MILE NORTH OF A WOODEN BRIDGE OVER A
 RT0105'DRY CREEK BED, ON THE SOUTH SLOPE OF A HILL, 50 FEET EAST OF THE
 RT0105'CENTERLINE OF THE ROAD, AND 1.5 FEET WEST OF A FENCE PARALLELING THE
 RT0105'ROAD.  A STANDARD DISK, STAMPED A 204 1934 AND SET IN THE TOP OF A
 RT0105'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0418 ***********************************************************************
 RT0418  DESIGNATION -  A 205
 RT0418  PID         -  RT0418
 RT0418  STATE/COUNTY-  MT/CUSTER
 RT0418  USGS QUAD   -  TEPEE BUTTE (1969)
 RT0418
 RT0418                         *CURRENT SURVEY CONTROL
 RT0418  ___________________________________________________________________
 RT0418* NAD 83(1986)-  46 00 07.     (N)    105 03 35.     (W)     SCALED    
 RT0418* NAVD 88     -       815.488  (meters)    2675.48   (feet)  ADJUSTED  
 RT0418  ___________________________________________________________________
 RT0418  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RT0418  DYNAMIC HT  -         815.378 (meters)    2675.12  (feet)  COMP
 RT0418  MODELED GRAV-     980,452.7   (mgal)                       NAVD 88
 RT0418
 RT0418  VERT ORDER  -  SECOND    CLASS 0
 RT0418
 RT0418.The horizontal coordinates were scaled from a topographic map and have
 RT0418.an estimated accuracy of +/- 6 seconds.
 RT0418
 RT0418.The orthometric height was determined by differential leveling
 RT0418.and adjusted by the National Geodetic Survey in June 1991..
 RT0418
 RT0418.The geoid height was determined by GEOID03.
 RT0418
 RT0418.The dynamic height is computed by dividing the NAVD 88
 RT0418.geopotential number by the normal gravity value computed on the
 RT0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0418.degrees latitude (g = 980.6199 gals.).
 RT0418
 RT0418.The modeled gravity was interpolated from observed gravity values.
 RT0418
 RT0418;                    North         East    Units  Estimated Accuracy
 RT0418;SPC MT       -   204,440.      943,610.      MT  (+/- 180 meters Scaled)
 RT0418
 RT0418                          SUPERSEDED SURVEY CONTROL
 RT0418
 RT0418  NGVD 29 (??/??/92)  814.913  (m)         2673.59   (f) ADJ UNCH    2 0
 RT0418
 RT0418.Superseded values are not recommended for survey control.
 RT0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0418.See file dsdata.txt to determine how the superseded data were derived.
 RT0418
 RT0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL953942(NAD 83)
 RT0418_MARKER: DB = BENCH MARK DISK
 RT0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0418_STAMPING: A 205 1934
 RT0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0418+STABILITY: SURFACE MOTION
 RT0418
 RT0418  HISTORY     - Date     Condition        Report By
 RT0418  HISTORY     - 1934     MONUMENTED       CGS
 RT0418
 RT0418                          STATION DESCRIPTION
 RT0418
 RT0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0418'19.4 MI N FROM POWDERVILLE.
 RT0418'IN CUSTER COUNTY, 19.4 MILES NORTH ALONG THE COUNTY ROAD LEADING
 RT0418'TO MIZPAH FROM THE SCHOOLHOUSE AT POWDERVILLE, POWDER RIVER
 RT0418'COUNTY, 196 YARDS NORTHWEST OF A SMALL WOODEN BRIDGE OVER A DRY DITCH,
 RT0418'125 YARDS SOUTHEAST OF THE EAST END OF AN 18-INCH CORRUGATED-IRON
 RT0418'PIPE CULVERT, AND 42 FEET NORTHEAST OF THE CENTERLINE OF THE
 RT0418'ROAD.  A STANDARD DISK, STAMPED A 205 1934 AND SET IN THE
 RT0418'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0249 ***********************************************************************
 RT0249  DESIGNATION -  A 207
 RT0249  PID         -  RT0249
 RT0249  STATE/COUNTY-  MT/CUSTER
 RT0249  USGS QUAD   -  PENNOCK CREEK (1969)
 RT0249
 RT0249                         *CURRENT SURVEY CONTROL
 RT0249  ___________________________________________________________________
 RT0249* NAD 83(1986)-  46 12 57.     (N)    105 12 18.     (W)     SCALED    
 RT0249* NAVD 88     -       774.653  (meters)    2541.51   (feet)  ADJUSTED  
 RT0249  ___________________________________________________________________
 RT0249  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 RT0249  DYNAMIC HT  -         774.567 (meters)    2541.23  (feet)  COMP
 RT0249  MODELED GRAV-     980,478.6   (mgal)                       NAVD 88
 RT0249
 RT0249  VERT ORDER  -  SECOND    CLASS 0
 RT0249
 RT0249.The horizontal coordinates were scaled from a topographic map and have
 RT0249.an estimated accuracy of +/- 6 seconds.
 RT0249
 RT0249.The orthometric height was determined by differential leveling
 RT0249.and adjusted by the National Geodetic Survey in June 1991..
 RT0249
 RT0249.The geoid height was determined by GEOID03.
 RT0249
 RT0249.The dynamic height is computed by dividing the NAVD 88
 RT0249.geopotential number by the normal gravity value computed on the
 RT0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0249.degrees latitude (g = 980.6199 gals.).
 RT0249
 RT0249.The modeled gravity was interpolated from observed gravity values.
 RT0249
 RT0249;                    North         East    Units  Estimated Accuracy
 RT0249;SPC MT       -   227,540.      931,070.      MT  (+/- 180 meters Scaled)
 RT0249
 RT0249                          SUPERSEDED SURVEY CONTROL
 RT0249
 RT0249  NGVD 29 (??/??/92)  774.080  (m)         2539.63   (f) ADJ UNCH    2 0
 RT0249
 RT0249.Superseded values are not recommended for survey control.
 RT0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0249.See file dsdata.txt to determine how the superseded data were derived.
 RT0249
 RT0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM841180(NAD 83)
 RT0249_MARKER: DB = BENCH MARK DISK
 RT0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0249_STAMPING: A 207 1934
 RT0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0249+STABILITY: SURFACE MOTION
 RT0249
 RT0249  HISTORY     - Date     Condition        Report By
 RT0249  HISTORY     - 1934     MONUMENTED       CGS
 RT0249  HISTORY     - 1969     GOOD             USGS
 RT0249
 RT0249                          STATION DESCRIPTION
 RT0249
 RT0249'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0249'6.3 MI SE FROM MIZPAH.
 RT0249'ABOUT 6.3 MILES SOUTHEAST ALONG THE MILES CITY-EKALAKA ROAD FROM THE
 RT0249'POST OFFICE AT MIZPAH, RIVERVIEW SCHOOL, 4.45 MILES SOUTHEAST OF,
 RT0249'ALONG THE MILES CITY-EKALAKA ROAD.  ABOUT 400 FT NE. OF THE ROAD, JUST
 RT0249'SOUTH OF AND AT THE WEST END OF A LOW RIDGE OF HILLS, 53 FT NE. OF OLD
 RT0249'ROAD, 785 FT NW. OF AND 8 FT HIGHER THAN OLD ROAD AT SMALL DITCH LINE
 RT0249'SW.  IN CONCRETE POST PROJECTING 0.3 FT ABOVE GROUND. STANDARD TABLET
 RT0249'STAMPED A 207 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0019 ***********************************************************************
 RT0019  DESIGNATION -  A 208
 RT0019  PID         -  RT0019
 RT0019  STATE/COUNTY-  MT/WIBAUX
 RT0019  USGS QUAD   -  RED TOP BUTTE (1982)
 RT0019
 RT0019                         *CURRENT SURVEY CONTROL
 RT0019  ___________________________________________________________________
 RT0019* NAD 83(1986)-  46 50 05.     (N)    104 12 44.     (W)     SCALED    
 RT0019* NAVD 88     -       855.274  (meters)    2806.01   (feet)  ADJUSTED  
 RT0019  ___________________________________________________________________
 RT0019  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RT0019  DYNAMIC HT  -         855.247 (meters)    2805.92  (feet)  COMP
 RT0019  MODELED GRAV-     980,552.8   (mgal)                       NAVD 88
 RT0019
 RT0019  VERT ORDER  -  SECOND    CLASS 0
 RT0019
 RT0019.The horizontal coordinates were scaled from a topographic map and have
 RT0019.an estimated accuracy of +/- 6 seconds.
 RT0019
 RT0019.The orthometric height was determined by differential leveling
 RT0019.and adjusted by the National Geodetic Survey in June 1991..
 RT0019
 RT0019.The geoid height was determined by GEOID03.
 RT0019
 RT0019.The dynamic height is computed by dividing the NAVD 88
 RT0019.geopotential number by the normal gravity value computed on the
 RT0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0019.degrees latitude (g = 980.6199 gals.).
 RT0019
 RT0019.The modeled gravity was interpolated from observed gravity values.
 RT0019
 RT0019;                    North         East    Units  Estimated Accuracy
 RT0019;SPC MT       -   300,820.    1,002,860.      MT  (+/- 180 meters Scaled)
 RT0019
 RT0019                          SUPERSEDED SURVEY CONTROL
 RT0019
 RT0019  NGVD 29 (??/??/92)  854.653  (m)         2803.97   (f) ADJ UNCH    2 0
 RT0019
 RT0019.Superseded values are not recommended for survey control.
 RT0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0019.See file dsdata.txt to determine how the superseded data were derived.
 RT0019
 RT0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM600870(NAD 83)
 RT0019_MARKER: DB = BENCH MARK DISK
 RT0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0019_STAMPING: A 208 1934
 RT0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0019+STABILITY: SURFACE MOTION
 RT0019
 RT0019  HISTORY     - Date     Condition        Report By
 RT0019  HISTORY     - 1934     MONUMENTED       CGS
 RT0019  HISTORY     - 1976     GOOD             USGS
 RT0019
 RT0019                          STATION DESCRIPTION
 RT0019
 RT0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0019'12.2 MI S FROM WIBAUX.
 RT0019'12.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE NORTHERN PACIFIC
 RT0019'RAILWAY STATION AT WIBAUX, WIBAUX COUNTY, AT A SLIGHT CURVE FROM
 RT0019'SOUTHWEST TO WEST, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 RT0019'AND 1.5 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED A 208 1934
 RT0019'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 RT0019'GROUND.
 RT0019
 RT0019                          STATION RECOVERY (1976)
 RT0019
 RT0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0019'ABOUT 12 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE BURLINGTON
 RT0019'NORTHERN RAILWAY STATION AT WIBAUX, WIBAUX COUNTY, IN THE SW 1/4 OF
 RT0019'SECTION 35, T. 13 N., R. 59 E., ABOUT 200 FEET NW OF THE CENTERLINE
 RT0019'OF THE HIGHWAY, 34 FEET SOUTH OF THE CENTERLINE OF THE SCAR OF THE
 RT0019'OLD HIGHWAY. A STANDARD DISK, STAMPED A 208 1934 AND SET IN THE TOP
 RT0019'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0077 ***********************************************************************
 RT0077  DESIGNATION -  A 209
 RT0077  PID         -  RT0077
 RT0077  STATE/COUNTY-  MT/FALLON
 RT0077  USGS QUAD   -  BAKER (1981)
 RT0077
 RT0077                         *CURRENT SURVEY CONTROL
 RT0077  ___________________________________________________________________
 RT0077* NAD 83(1986)-  46 16 46.     (N)    104 16 32.     (W)     SCALED    
 RT0077* NAVD 88     -       959.682  (meters)    3148.56   (feet)  ADJUSTED  
 RT0077  ___________________________________________________________________
 RT0077  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 RT0077  DYNAMIC HT  -         959.577 (meters)    3148.21  (feet)  COMP
 RT0077  MODELED GRAV-     980,472.5   (mgal)                       NAVD 88
 RT0077
 RT0077  VERT ORDER  -  SECOND    CLASS 0
 RT0077
 RT0077.The horizontal coordinates were scaled from a topographic map and have
 RT0077.an estimated accuracy of +/- 6 seconds.
 RT0077
 RT0077.The orthometric height was determined by differential leveling
 RT0077.and adjusted by the National Geodetic Survey in June 1991..
 RT0077
 RT0077.The geoid height was determined by GEOID03.
 RT0077
 RT0077.The dynamic height is computed by dividing the NAVD 88
 RT0077.geopotential number by the normal gravity value computed on the
 RT0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0077.degrees latitude (g = 980.6199 gals.).
 RT0077
 RT0077.The modeled gravity was interpolated from observed gravity values.
 RT0077
 RT0077;                    North         East    Units  Estimated Accuracy
 RT0077;SPC MT       -   238,940.    1,002,150.      MT  (+/- 180 meters Scaled)
 RT0077
 RT0077                          SUPERSEDED SURVEY CONTROL
 RT0077
 RT0077  NGVD 29 (??/??/92)  959.091  (m)         3146.62   (f) ADJ UNCH    2 0
 RT0077
 RT0077.Superseded values are not recommended for survey control.
 RT0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0077.See file dsdata.txt to determine how the superseded data were derived.
 RT0077
 RT0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM558253(NAD 83)
 RT0077_MARKER: DB = BENCH MARK DISK
 RT0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0077_STAMPING: A 209 1934
 RT0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0077+STABILITY: SURFACE MOTION
 RT0077
 RT0077  HISTORY     - Date     Condition        Report By
 RT0077  HISTORY     - 1934     MONUMENTED       CGS
 RT0077  HISTORY     - 1954     GOOD             NGS
 RT0077  HISTORY     - 1976     GOOD             USGS
 RT0077
 RT0077                          STATION DESCRIPTION
 RT0077
 RT0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RT0077'6.6 MI S FROM BAKER.
 RT0077'6.6 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE AT
 RT0077'BAKER, FALLON COUNTY, 0.2 MILE NORTHEAST OF THE BRIDGE OVER DEEP
 RT0077'CREEK, ON THE OUTSIDE POINT OF A SHARP RIGHT CURVE ON A LONG HILL
 RT0077'SLOPING SOUTH TO DEEP CREEK, 57 FEET SOUTHEAST OF THE CENTERLINE OF
 RT0077'THE HIGHWAY, 7.5 FEET WEST OF A FENCE CORNER, AND 2 FEET NORTH OF A
 RT0077'FENCE.  A STANDARD DISK, STAMPED A 209 1934 AND SET IN THE TOP OF A
 RT0077'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THE
 RT0077'HIGHWAY HAS BEEN MOVED SEVERAL MILES EAST ON THE OLD HIGHWAY TO
 RT0077'EKALAKA.
 RT0077
 RT0077                          STATION RECOVERY (1976)
 RT0077
 RT0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0077'6.3 MI S OF BAKER ALONG STATE HWY 7 TO STATE ROUTE 322 LEFT, THENCE
 RT0077'1.8 MI SE ALONG 322 TO X-ING OF OLD HWY, THENCE 1.4 MI N ALONG OLD
 RT0077'HWY, ON A SHARP CURVE 0.2 MI N OF DEEP CREEK AND 57 FT E OF RD. A STD
 RT0077'DISK STAMPED A 209 1934 SET IN A CONC POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0305 ***********************************************************************
 TJ0305  DESIGNATION -  A 21
 TJ0305  PID         -  TJ0305
 TJ0305  STATE/COUNTY-  MT/PHILLIPS
 TJ0305  USGS QUAD   -  SACO (1984)
 TJ0305
 TJ0305                         *CURRENT SURVEY CONTROL
 TJ0305  ___________________________________________________________________
 TJ0305* NAD 83(1986)-  48 27 24.     (N)    107 20 39.     (W)     SCALED    
 TJ0305* NAVD 88     -       665.469  (meters)    2183.29   (feet)  ADJUSTED  
 TJ0305  ___________________________________________________________________
 TJ0305  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TJ0305  DYNAMIC HT  -         665.571 (meters)    2183.63  (feet)  COMP
 TJ0305  MODELED GRAV-     980,741.3   (mgal)                       NAVD 88
 TJ0305
 TJ0305  VERT ORDER  -  FIRST     CLASS II
 TJ0305
 TJ0305.The horizontal coordinates were scaled from a topographic map and have
 TJ0305.an estimated accuracy of +/- 6 seconds.
 TJ0305
 TJ0305.The orthometric height was determined by differential leveling
 TJ0305.and adjusted by the National Geodetic Survey in June 1991..
 TJ0305
 TJ0305.The geoid height was determined by GEOID03.
 TJ0305
 TJ0305.The dynamic height is computed by dividing the NAVD 88
 TJ0305.geopotential number by the normal gravity value computed on the
 TJ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0305.degrees latitude (g = 980.6199 gals.).
 TJ0305
 TJ0305.The modeled gravity was interpolated from observed gravity values.
 TJ0305
 TJ0305;                    North         East    Units  Estimated Accuracy
 TJ0305;SPC MT       -   469,650.      759,390.      MT  (+/- 180 meters Scaled)
 TJ0305
 TJ0305                          SUPERSEDED SURVEY CONTROL
 TJ0305
 TJ0305  NGVD 29 (??/??/92)  664.788  (m)         2181.06   (f) ADJ UNCH    1 2
 TJ0305
 TJ0305.Superseded values are not recommended for survey control.
 TJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0305.See file dsdata.txt to determine how the superseded data were derived.
 TJ0305
 TJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP266697(NAD 83)
 TJ0305_MARKER: DB = BENCH MARK DISK
 TJ0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0305_SP_SET: BUILDING
 TJ0305_STAMPING: 2181.052
 TJ0305_MARK LOGO: CGS   
 TJ0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0305
 TJ0305  HISTORY     - Date     Condition        Report By
 TJ0305  HISTORY     - UNK      MONUMENTED       CGS
 TJ0305  HISTORY     - 1953     GOOD             DOD
 TJ0305  HISTORY     - 1980     GOOD             NGS
 TJ0305
 TJ0305                          STATION DESCRIPTION
 TJ0305
 TJ0305'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TJ0305'IN SACO.
 TJ0305'AT SACO, PHILLIPS COUNTY, AT THE BIG DOME HOTEL, IN THE SOUTH WALL OF
 TJ0305'THE FOUNDATION, 7.5 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 TJ0305'AND 2.6 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, ERRONEOUSLY STAMPED
 TJ0305'2181.052 AND SET VERTICALLY.
 TJ0305
 TJ0305                          STATION RECOVERY (1980)
 TJ0305
 TJ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0305'IN SACO, SET VERTICALLY IN THE SOUTHEAST CORNER OF THE OLD ABANDONED
 TJ0305'BIG DOME HOTEL, AT THE INTERSECTION OF BANKS STREET AND TAYLOR STREET
 TJ0305'(U.S. HIGHWAY 2), 2.3 METERS (7.5 FT) WEST OF THE SOUTHEAST CORNER
 TJ0305'OF THE BUILDING.
 TJ0305'THE MARK IS 1.0 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0008 ***********************************************************************
 QU0008  DESIGNATION -  A 210
 QU0008  PID         -  QU0008
 QU0008  STATE/COUNTY-  MT/CARTER
 QU0008  USGS QUAD   -  TAYLOR HILLS (1980)
 QU0008
 QU0008                         *CURRENT SURVEY CONTROL
 QU0008  ___________________________________________________________________
 QU0008* NAD 83(1986)-  45 44 46.     (N)    104 25 15.     (W)     SCALED    
 QU0008* NAVD 88     -       987.087  (meters)    3238.47   (feet)  ADJUSTED  
 QU0008  ___________________________________________________________________
 QU0008  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 QU0008  DYNAMIC HT  -         986.879 (meters)    3237.79  (feet)  COMP
 QU0008  MODELED GRAV-     980,371.1   (mgal)                       NAVD 88
 QU0008
 QU0008  VERT ORDER  -  SECOND    CLASS 0
 QU0008
 QU0008.The horizontal coordinates were scaled from a topographic map and have
 QU0008.an estimated accuracy of +/- 6 seconds.
 QU0008
 QU0008.The orthometric height was determined by differential leveling
 QU0008.and adjusted by the National Geodetic Survey in June 1991..
 QU0008
 QU0008.The geoid height was determined by GEOID03.
 QU0008
 QU0008.The dynamic height is computed by dividing the NAVD 88
 QU0008.geopotential number by the normal gravity value computed on the
 QU0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0008.degrees latitude (g = 980.6199 gals.).
 QU0008
 QU0008.The modeled gravity was interpolated from observed gravity values.
 QU0008
 QU0008;                    North         East    Units  Estimated Accuracy
 QU0008;SPC MT       -   179,080.      994,820.      MT  (+/- 180 meters Scaled)
 QU0008
 QU0008                          SUPERSEDED SURVEY CONTROL
 QU0008
 QU0008  NGVD 29 (??/??/92)  986.482  (m)         3236.48   (f) ADJ UNCH    2 0
 QU0008
 QU0008.Superseded values are not recommended for survey control.
 QU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0008.See file dsdata.txt to determine how the superseded data were derived.
 QU0008
 QU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL450660(NAD 83)
 QU0008_MARKER: DB = BENCH MARK DISK
 QU0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0008_STAMPING: A 210 1934
 QU0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0008+STABILITY: SURFACE MOTION
 QU0008
 QU0008  HISTORY     - Date     Condition        Report By
 QU0008  HISTORY     - 1934     MONUMENTED       CGS
 QU0008  HISTORY     - 1973     GOOD             NGS
 QU0008
 QU0008                          STATION DESCRIPTION
 QU0008
 QU0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QU0008'14.1 MI SE FROM EKALAKA.
 QU0008'FROM THE INTERSECTION OF STATE HIGHWAYS 323 AND 7, IN THE
 QU0008'NORTHEAST PART OF EKALAKA, GO SOUTHEAST ON STATE HIGHWAY 323 FOR
 QU0008'13.2 MILES TO A CROSSROAD, THEN WEST ON A DIRT ROAD FOR 0.9
 QU0008'MILE TO THE MARK ABOUT 125 YARDS WEST OF A T-FENCE CORNER, 38
 QU0008'FEET SOUTH OF THE CENTER OF THE ROAD, 10 FEET SOUTH OF THE FENCE
 QU0008'AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK SET
 QU0008'IN A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0136 ***********************************************************************
 RY0136  DESIGNATION -  A 211
 RY0136  PID         -  RY0136
 RY0136  STATE/COUNTY-  MT/RAVALLI
 RY0136  USGS QUAD   -  EL CAPITAN (1964)
 RY0136
 RY0136                         *CURRENT SURVEY CONTROL
 RY0136  ___________________________________________________________________
 RY0136* NAD 83(1986)-  46 06 59.     (N)    114 29 37.     (W)     SCALED    
 RY0136* NAVD 88     -      1889.018  (meters)    6197.55   (feet)  ADJUSTED  
 RY0136  ___________________________________________________________________
 RY0136  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 RY0136  DYNAMIC HT  -        1888.291 (meters)    6195.17  (feet)  COMP
 RY0136  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 RY0136
 RY0136  VERT ORDER  -  SECOND    CLASS 0
 RY0136
 RY0136.The horizontal coordinates were scaled from a topographic map and have
 RY0136.an estimated accuracy of +/- 6 seconds.
 RY0136
 RY0136.The orthometric height was determined by differential leveling
 RY0136.and adjusted by the National Geodetic Survey in June 1991..
 RY0136
 RY0136.The geoid height was determined by GEOID03.
 RY0136
 RY0136.The dynamic height is computed by dividing the NAVD 88
 RY0136.geopotential number by the normal gravity value computed on the
 RY0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0136.degrees latitude (g = 980.6199 gals.).
 RY0136
 RY0136.The modeled gravity was interpolated from observed gravity values.
 RY0136
 RY0136;                    North         East    Units  Estimated Accuracy
 RY0136;SPC MT       -   219,700.      214,440.      MT  (+/- 180 meters Scaled)
 RY0136
 RY0136                          SUPERSEDED SURVEY CONTROL
 RY0136
 RY0136  NGVD 29 (??/??/92) 1887.805  (m)         6193.57   (f) ADJ UNCH    2 0
 RY0136
 RY0136.Superseded values are not recommended for survey control.
 RY0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0136.See file dsdata.txt to determine how the superseded data were derived.
 RY0136
 RY0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM936100(NAD 83)
 RY0136_MARKER: DB = BENCH MARK DISK
 RY0136_SETTING: 80 = SET IN A BOULDER
 RY0136_STAMPING: A 211 1965
 RY0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0136+STABILITY: SURFACE MOTION
 RY0136
 RY0136  HISTORY     - Date     Condition        Report By
 RY0136  HISTORY     - 1965     MONUMENTED       CGS
 RY0136
 RY0136                          STATION DESCRIPTION
 RY0136
 RY0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0136'26.35 MI NW FROM DARBY.
 RY0136'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0136'THENCE 18.4 MILES WEST ALONG LOST HORSE ROAD, THENCE 0.95 MILE SOUTH
 RY0136'ALONG A DIRT ROAD, AT THE EAST END OF BEAR CREEK TRAIL, NEAR THE
 RY0136'MONTANA-IDAHO STATE LINE, 0.95 MILE SOUTH OF THE LOST HORSE GUARD
 RY0136'STATION, NEAR THE NORTH EDGE OF BEAR CREEK CAMP GROUND, IN THE TOP OF
 RY0136'A 4- BY 5-FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 24
 RY0136'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 114 FEET NORTHEAST
 RY0136'AND ACROSS THE ROAD FROM THE STATE LINE SIGN, 90 FEET NORTHWEST AND
 RY0136'ACROSS THE ROAD FROM A LOADING RAMP, AND ABOUT 3 FEET HIGHER THAN THE
 RY0136'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0281 ***********************************************************************
 QW0281  DESIGNATION -  A 215
 QW0281  PID         -  QW0281
 QW0281  STATE/COUNTY-  MT/CARBON
 QW0281  USGS QUAD   -  HOLLENBECK DRAW (1969)
 QW0281
 QW0281                         *CURRENT SURVEY CONTROL
 QW0281  ___________________________________________________________________
 QW0281* NAD 83(1986)-  45 01 37.     (N)    109 03 44.     (W)     SCALED    
 QW0281* NAVD 88     -      1216.844  (meters)    3992.26   (feet)  ADJUSTED  
 QW0281  ___________________________________________________________________
 QW0281  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 QW0281  DYNAMIC HT  -        1216.346 (meters)    3990.63  (feet)  COMP
 QW0281  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 QW0281
 QW0281  VERT ORDER  -  SECOND    CLASS 0
 QW0281
 QW0281.The horizontal coordinates were scaled from a topographic map and have
 QW0281.an estimated accuracy of +/- 6 seconds.
 QW0281
 QW0281.The orthometric height was determined by differential leveling
 QW0281.and adjusted by the National Geodetic Survey in June 1991..
 QW0281
 QW0281.The geoid height was determined by GEOID03.
 QW0281
 QW0281.The dynamic height is computed by dividing the NAVD 88
 QW0281.geopotential number by the normal gravity value computed on the
 QW0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0281.degrees latitude (g = 980.6199 gals.).
 QW0281
 QW0281.The modeled gravity was interpolated from observed gravity values.
 QW0281
 QW0281;                    North         East    Units  Estimated Accuracy
 QW0281;SPC MT       -    86,460.      634,500.      MT  (+/- 180 meters Scaled)
 QW0281
 QW0281                          SUPERSEDED SURVEY CONTROL
 QW0281
 QW0281  NGVD 29 (??/??/92) 1215.824  (m)         3988.92   (f) ADJ UNCH    2 0
 QW0281
 QW0281.Superseded values are not recommended for survey control.
 QW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0281.See file dsdata.txt to determine how the superseded data were derived.
 QW0281
 QW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ526877(NAD 83)
 QW0281_MARKER: DB = BENCH MARK DISK
 QW0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0281_STAMPING: A 215 1934
 QW0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0281+STABILITY: SURFACE MOTION
 QW0281
 QW0281  HISTORY     - Date     Condition        Report By
 QW0281  HISTORY     - 1934     MONUMENTED       CGS
 QW0281  HISTORY     - 1951     GOOD             LOCENG
 QW0281
 QW0281                          STATION DESCRIPTION
 QW0281
 QW0281'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 QW0281'21.8 MI SE FROM RED LODGE.
 QW0281'21.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO CODY, WYOMING, FROM THE
 QW0281'POST OFFICE AT RED LODGE, CARBON COUNTY, ABOUT 2 MILES NORTHWEST OF
 QW0281'THE WYOMING-MONTANA STATE LINE, 0.1 MILE NORTHEAST OF A RANCH, 0.1
 QW0281'MILE SOUTH OF THE SOUTH CORNER OF A BRIDGE, 229.6 FEET EAST OF THE
 QW0281'EAST CORNER OF A SCHOOL BUILDING, 32.3 FEET SOUTHEAST OF THE
 QW0281'CENTERLINE OF A SIDE ROAD, 48.1 FEET SOUTHWEST OF THE CENTERLINE OF
 QW0281'THE CODY-RED LODGE ROAD, AND 1.9 FEET NORTHWEST OF A
 QW0281'NORTHEAST-AND-SOUTHWEST FENCE.  A STANDARD DISK, STAMPED A 215 1934
 QW0281'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0306 ***********************************************************************
 QW0306  DESIGNATION -  A 216
 QW0306  PID         -  QW0306
 QW0306  STATE/COUNTY-  MT/CARBON
 QW0306  USGS QUAD   -  ROSCOE NE (1969)
 QW0306
 QW0306                         *CURRENT SURVEY CONTROL
 QW0306  ___________________________________________________________________
 QW0306* NAD 83(1986)-  45 22 32.     (N)    109 18 56.     (W)     SCALED    
 QW0306* NAVD 88     -      1383.171  (meters)    4537.95   (feet)  POSTED    
 QW0306  ___________________________________________________________________
 QW0306  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 QW0306  DYNAMIC HT  -        1382.710 (meters)    4536.44  (feet)  COMP
 QW0306  MODELED GRAV-     980,233.6   (mgal)                       NAVD 88
 QW0306
 QW0306  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0306
 QW0306.The horizontal coordinates were scaled from a topographic map and have
 QW0306.an estimated accuracy of +/- 6 seconds.
 QW0306
 QW0306.The orthometric height was determined by differential leveling
 QW0306.and adjusted by the National Geodetic Survey in 1992..
 QW0306.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0306.rate of 1.1 thru 2.0 mm/km.
 QW0306
 QW0306.The geoid height was determined by GEOID03.
 QW0306
 QW0306.The dynamic height is computed by dividing the NAVD 88
 QW0306.geopotential number by the normal gravity value computed on the
 QW0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0306.degrees latitude (g = 980.6199 gals.).
 QW0306
 QW0306.The modeled gravity was interpolated from observed gravity values.
 QW0306
 QW0306;                    North         East    Units  Estimated Accuracy
 QW0306;SPC MT       -   125,120.      614,450.      MT  (+/- 180 meters Scaled)
 QW0306
 QW0306                          SUPERSEDED SURVEY CONTROL
 QW0306
 QW0306  NGVD 29 (??/??/92) 1382.250  (m)         4534.93   (f) ADJ UNCH    2 0
 QW0306
 QW0306.Superseded values are not recommended for survey control.
 QW0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0306.See file dsdata.txt to determine how the superseded data were derived.
 QW0306
 QW0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR318260(NAD 83)
 QW0306_MARKER: DB = BENCH MARK DISK
 QW0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0306_STAMPING: A 216 1934
 QW0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0306+STABILITY: SURFACE MOTION
 QW0306
 QW0306  HISTORY     - Date     Condition        Report By
 QW0306  HISTORY     - 1934     MONUMENTED       CGS
 QW0306  HISTORY     - 1954     GOOD             NGS
 QW0306
 QW0306                          STATION DESCRIPTION
 QW0306
 QW0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QW0306'15.2 MI NW FROM RED LODGE.
 QW0306'15.2 MILES NORTHWEST ALONG THE ROAD LEADING TO ABSAROKEE FROM THE POST
 QW0306'OFFICE AT RED LODGE, 50.3 FEET NORTHEAST OF THE CENTERLINE OF THE
 QW0306'ROAD, 57.4 FEET SOUTHWEST OF THE NEAR EDGE OF AN IRRIGATION DITCH, AND
 QW0306'19.7 FEET NORTHEAST OF A NORTHWEST-AND-SOUTHEAST FENCE.  A STANDARD
 QW0306'DISK, STAMPED A 216 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0277 ***********************************************************************
 QW0277  DESIGNATION -  A 217
 QW0277  PID         -  QW0277
 QW0277  STATE/COUNTY-  MT/CARBON
 QW0277  USGS QUAD   -  BELFRY (1969)
 QW0277
 QW0277                         *CURRENT SURVEY CONTROL
 QW0277  ___________________________________________________________________
 QW0277* NAD 83(1986)-  45 08 39.     (N)    109 00 41.     (W)     SCALED    
 QW0277* NAVD 88     -      1178.044  (meters)    3864.97   (feet)  ADJUSTED  
 QW0277  ___________________________________________________________________
 QW0277  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 QW0277  DYNAMIC HT  -        1177.628 (meters)    3863.60  (feet)  COMP
 QW0277  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 QW0277
 QW0277  VERT ORDER  -  SECOND    CLASS 0
 QW0277
 QW0277.The horizontal coordinates were scaled from a topographic map and have
 QW0277.an estimated accuracy of +/- 6 seconds.
 QW0277
 QW0277.The orthometric height was determined by differential leveling
 QW0277.and adjusted by the National Geodetic Survey in June 1991..
 QW0277
 QW0277.The geoid height was determined by GEOID03.
 QW0277
 QW0277.The dynamic height is computed by dividing the NAVD 88
 QW0277.geopotential number by the normal gravity value computed on the
 QW0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0277.degrees latitude (g = 980.6199 gals.).
 QW0277
 QW0277.The modeled gravity was interpolated from observed gravity values.
 QW0277
 QW0277;                    North         East    Units  Estimated Accuracy
 QW0277;SPC MT       -    99,510.      638,430.      MT  (+/- 180 meters Scaled)
 QW0277
 QW0277                          SUPERSEDED SURVEY CONTROL
 QW0277
 QW0277  NGVD 29 (??/??/92) 1177.095  (m)         3861.85   (f) ADJ UNCH    2 0
 QW0277
 QW0277.Superseded values are not recommended for survey control.
 QW0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0277.See file dsdata.txt to determine how the superseded data were derived.
 QW0277
 QW0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR563008(NAD 83)
 QW0277_MARKER: DB = BENCH MARK DISK
 QW0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0277_STAMPING: A 217 1934
 QW0277_MARK LOGO: CGS   
 QW0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0277+STABILITY: SURFACE MOTION
 QW0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0277+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1996
 QW0277
 QW0277  HISTORY     - Date     Condition        Report By
 QW0277  HISTORY     - 1934     MONUMENTED       CGS
 QW0277  HISTORY     - 1969     GOOD             USGS
 QW0277  HISTORY     - 19960426 GOOD             MTDOT
 QW0277  HISTORY     - 19960617 GOOD             MTDOT
 QW0277
 QW0277                          STATION DESCRIPTION
 QW0277
 QW0277'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QW0277'12.1 MI SW FROM BRIDGER.
 QW0277'AT NW EDGE OF BELFRY AND ON NORTH SIDE OF BEAR CREEK, IN PIG PEN, 90
 QW0277'FEET NORTH AND 40 FEET WEST OF SE CORNER OF PIG PEN.  SET IN CONCRETE
 QW0277'POST.  A STANDARD DISK.
 QW0277
 QW0277                          STATION RECOVERY (1996)
 QW0277
 QW0277'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 QW0277'0.2 MI (0.3 KM) WEST ON STATE HIGHWAY 72 FROM THE JUNCTION OF STATE
 QW0277'HIGHWAY 308 AND STATE HIGHWAY 72, IN BELFRY, TO A ROAD RIGHT, TURN
 QW0277'RIGHT AND GO NORTH FOR 0.2 MI (0.3 KM) TO A GATE, CONTINUE NORTHEAST
 QW0277'FOR 0.1 MI (0.2 KM) TO AN OLD BUILDING, THEN SOUTHEAST FOR 0.05 MI
 QW0277'(0.08 KM) TO THE SOUTHEST CORNER OF AN OPEN FIELD AND THE STATION,
 QW0277'85.0 FT (25.9 M) NORTH OF A FENCE, 80.0 FT (24.4 M) WEST OF A POWER
 QW0277'POLE, 37.0 FT (11.3 M) EAST OF A FENCE AND 2.0 FT (0.6 M) EAST OF A
 QW0277'WITNESS POST.  THE STATION IS ALMOST DUE NORTH OF THE HIGHWAY
 QW0277'JUNCTIONS IN BELFRY AT THE NORTHWEST EDGE OF BELFRY AND ON THE NORTH
 QW0277'SIDE OF BEAR CREEK.
 QW0277
 QW0277                          STATION RECOVERY (1996)
 QW0277
 QW0277'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 QW0277'LOCATED 560 FEET (170.7 M) NORTH OF THE OLD RAILROAD STATION IN
 QW0277'BELFRY.  FROM THE JUNCTION OF STATE HIGHWAYS 308 AND 72, IN BELFRY, GO
 QW0277'WEST ON STATE HIGHWAY 308 FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD RIGHT,
 QW0277'TURN RIGHT AND GO NORTH FOR 0.2 MI (0.3 KM) TO A GATE, CONTINUE
 QW0277'NORTHEAST FOR 0.1 MI (0.2 KM) TO AN OLD BUILDING, GO SOUTHEAST FOR
 QW0277'0.05 MI (0.08 KM) TO THE SOUTHEAST CORNER OF AN OPEN AREA AND THE
 QW0277'STATION, 85.0 FT (25.9 M) NORTH OF A FENCE, 80.0 FT (24.4 M) WEST OF A
 QW0277'POWER POLE, 37.0 FT (11.3 M) EAST OF A FENCE AND 2.0 FT (0.6 M) EAST
 QW0277'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0148 ***********************************************************************
 QU0148  DESIGNATION -  A 218
 QU0148  PID         -  QU0148
 QU0148  STATE/COUNTY-  MT/CARTER
 QU0148  USGS QUAD   -  BELLE CREEK SOUTH (1970)
 QU0148
 QU0148                         *CURRENT SURVEY CONTROL
 QU0148  ___________________________________________________________________
 QU0148* NAD 83(1986)-  45 01 22.     (N)    105 01 05.     (W)     SCALED    
 QU0148* NAVD 88     -      1213.510  (meters)    3981.32   (feet)  ADJUSTED  
 QU0148  ___________________________________________________________________
 QU0148  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 QU0148  DYNAMIC HT  -        1213.158 (meters)    3980.17  (feet)  COMP
 QU0148  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 QU0148
 QU0148  VERT ORDER  -  SECOND    CLASS 0
 QU0148
 QU0148.The horizontal coordinates were scaled from a topographic map and have
 QU0148.an estimated accuracy of +/- 6 seconds.
 QU0148
 QU0148.The orthometric height was determined by differential leveling
 QU0148.and adjusted by the National Geodetic Survey in June 1991..
 QU0148
 QU0148.The geoid height was determined by GEOID03.
 QU0148
 QU0148.The dynamic height is computed by dividing the NAVD 88
 QU0148.geopotential number by the normal gravity value computed on the
 QU0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0148.degrees latitude (g = 980.6199 gals.).
 QU0148
 QU0148.The modeled gravity was interpolated from observed gravity values.
 QU0148
 QU0148;                    North         East    Units  Estimated Accuracy
 QU0148;SPC MT       -    96,000.      953,050.      MT  (+/- 180 meters Scaled)
 QU0148
 QU0148                          SUPERSEDED SURVEY CONTROL
 QU0148
 QU0148  NGVD 29 (??/??/92) 1212.867  (m)         3979.21   (f) ADJ UNCH    2 0
 QU0148
 QU0148.Superseded values are not recommended for survey control.
 QU0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0148.See file dsdata.txt to determine how the superseded data were derived.
 QU0148
 QU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK985854(NAD 83)
 QU0148_MARKER: DB = BENCH MARK DISK
 QU0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0148_STAMPING: A 218 1934
 QU0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0148+STABILITY: SURFACE MOTION
 QU0148
 QU0148  HISTORY     - Date     Condition        Report By
 QU0148  HISTORY     - 1934     MONUMENTED       CGS
 QU0148  HISTORY     - 1954     GOOD             NGS
 QU0148  HISTORY     - 1970     MARK NOT FOUND   USGS
 QU0148
 QU0148                          STATION DESCRIPTION
 QU0148
 QU0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QU0148'1.6 MI S FROM RIDGE.
 QU0148'1.6 MILES SOUTH ALONG THE ROAD LEADING TO ROCKYPOINT, WYOMING,
 QU0148'FROM RIDGE, CARTER COUNTY, MONTANA, 1.6 MILES NORTH OF THE
 QU0148'MONTANA-WYOMING STATE LINE, AT THE JUNCTION OF A SIDE ROAD
 QU0148'LEADING EAST TO A FARM, 27 FEET EAST OF THE CENTERLINE OF THE
 QU0148'HIGHWAY, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET
 QU0148'EAST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET SOUTH OF AN
 QU0148'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED A 218 1934 AND
 QU0148'SET IN THE TOP OF A CONCRETE POST.
 QU0148
 QU0148                          STATION RECOVERY (1970)
 QU0148
 QU0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QU0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0120 ***********************************************************************
 QV0120  DESIGNATION -  A 219
 QV0120  PID         -  QV0120
 QV0120  STATE/COUNTY-  MT/ROSEBUD
 QV0120  USGS QUAD   -  COLSTRIP SE (1971)
 QV0120
 QV0120                         *CURRENT SURVEY CONTROL
 QV0120  ___________________________________________________________________
 QV0120* NAD 83(1986)-  45 47 44.     (N)    106 33 00.     (W)     SCALED    
 QV0120* NAVD 88     -       925.390  (meters)    3036.05   (feet)  ADJUSTED  
 QV0120  ___________________________________________________________________
 QV0120  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 QV0120  DYNAMIC HT  -         925.211 (meters)    3035.46  (feet)  COMP
 QV0120  MODELED GRAV-     980,390.2   (mgal)                       NAVD 88
 QV0120
 QV0120  VERT ORDER  -  SECOND    CLASS 0
 QV0120
 QV0120.The horizontal coordinates were scaled from a topographic map and have
 QV0120.an estimated accuracy of +/- 6 seconds.
 QV0120
 QV0120.The orthometric height was determined by differential leveling
 QV0120.and adjusted by the National Geodetic Survey in June 1991..
 QV0120
 QV0120.The geoid height was determined by GEOID03.
 QV0120
 QV0120.The dynamic height is computed by dividing the NAVD 88
 QV0120.geopotential number by the normal gravity value computed on the
 QV0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0120.degrees latitude (g = 980.6199 gals.).
 QV0120
 QV0120.The modeled gravity was interpolated from observed gravity values.
 QV0120
 QV0120;                    North         East    Units  Estimated Accuracy
 QV0120;SPC MT       -   176,080.      829,220.      MT  (+/- 180 meters Scaled)
 QV0120
 QV0120                          SUPERSEDED SURVEY CONTROL
 QV0120
 QV0120  NGVD 29 (??/??/92)  924.687  (m)         3033.74   (f) ADJ UNCH    2 0
 QV0120
 QV0120.Superseded values are not recommended for survey control.
 QV0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0120.See file dsdata.txt to determine how the superseded data were derived.
 QV0120
 QV0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL795725(NAD 83)
 QV0120_MARKER: DB = BENCH MARK DISK
 QV0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0120_STAMPING: A 219 1934
 QV0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0120+STABILITY: SURFACE MOTION
 QV0120
 QV0120  HISTORY     - Date     Condition        Report By
 QV0120  HISTORY     - 1934     MONUMENTED       CGS
 QV0120  HISTORY     - 1937     GOOD             NGS
 QV0120
 QV0120                          STATION DESCRIPTION
 QV0120
 QV0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0120'8.4 MI E FROM COLSTRIP.
 QV0120'8.4 MILES EAST ALONG THE COUNTY ROAD LEADING TO LEE FROM THE NORTHERN
 QV0120'PACIFIC RAILWAY STATION AT COLSTRIP, ROSEBUD COUNTY, 1.0 MILE WEST OF
 QV0120'THE JUNCTION OF STATE HIGHWAY 45 AT LEE DANCE HALL, 175 FEET NORTH OF
 QV0120'A BRIDGE AT A CURVE, AND 29 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 QV0120'A STANDARD DISK, STAMPED A 219 1934 AND SET IN THE TOP OF A CONCRETE
 QV0120'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0147 ***********************************************************************
 QV0147  DESIGNATION -  A 220
 QV0147  PID         -  QV0147
 QV0147  STATE/COUNTY-  MT/BIG HORN
 QV0147  USGS QUAD   -  JEANS FORK SE (1967)
 QV0147
 QV0147                         *CURRENT SURVEY CONTROL
 QV0147  ___________________________________________________________________
 QV0147* NAD 83(1986)-  45 30 24.     (N)    107 00 12.     (W)     SCALED    
 QV0147* NAVD 88     -      1064.184  (meters)    3491.41   (feet)  ADJUSTED  
 QV0147  ___________________________________________________________________
 QV0147  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 QV0147  DYNAMIC HT  -        1063.914 (meters)    3490.52  (feet)  COMP
 QV0147  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 QV0147
 QV0147  VERT ORDER  -  SECOND    CLASS 0
 QV0147
 QV0147.The horizontal coordinates were scaled from a topographic map and have
 QV0147.an estimated accuracy of +/- 6 seconds.
 QV0147
 QV0147.The orthometric height was determined by differential leveling
 QV0147.and adjusted by the National Geodetic Survey in June 1991..
 QV0147
 QV0147.The geoid height was determined by GEOID03.
 QV0147
 QV0147.The dynamic height is computed by dividing the NAVD 88
 QV0147.geopotential number by the normal gravity value computed on the
 QV0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0147.degrees latitude (g = 980.6199 gals.).
 QV0147
 QV0147.The modeled gravity was interpolated from observed gravity values.
 QV0147
 QV0147;                    North         East    Units  Estimated Accuracy
 QV0147;SPC MT       -   142,770.      795,030.      MT  (+/- 180 meters Scaled)
 QV0147
 QV0147                          SUPERSEDED SURVEY CONTROL
 QV0147
 QV0147  NGVD 29 (??/??/92) 1063.437  (m)         3488.96   (f) ADJ UNCH    2 0
 QV0147
 QV0147.Superseded values are not recommended for survey control.
 QV0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0147.See file dsdata.txt to determine how the superseded data were derived.
 QV0147
 QV0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL435411(NAD 83)
 QV0147_MARKER: DB = BENCH MARK DISK
 QV0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0147_STAMPING: A 220 1934
 QV0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0147+STABILITY: SURFACE MOTION
 QV0147
 QV0147  HISTORY     - Date     Condition        Report By
 QV0147  HISTORY     - 1934     MONUMENTED       CGS
 QV0147  HISTORY     - 1957     GOOD             USGS
 QV0147
 QV0147                          STATION DESCRIPTION
 QV0147
 QV0147'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0147'3.0 MI W FROM BUSBY.
 QV0147'3.0 MILES WEST ALONG OLD STATE HIGHWAY 8 FROM THE POST OFFICE AT
 QV0147'BUSBY, BIG HORN COUNTY, AT THE JUNCTION OF THE ROAD LEADING SOUTH TO
 QV0147'SHERIDAN, WYOMING, 41 FEET NORTH OF THE CENTERLINE OF THE
 QV0147'EAST-AND-WEST ROAD, IN LINE WITH A NORTH-SOUTH FENCE ACROSS A CREEK TO
 QV0147'THE SOUTH, 9.0 FEET WEST OF THE EXTENDED CENTERLINE OF A ROAD LEADING
 QV0147'SOUTH, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 QV0147'STAMPED A 220 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0029 ***********************************************************************
 QU0029  DESIGNATION -  A 221
 QU0029  PID         -  QU0029
 QU0029  STATE/COUNTY-  MT/CARTER
 QU0029  USGS QUAD   -  GOMER DRAW (1982)
 QU0029
 QU0029                         *CURRENT SURVEY CONTROL
 QU0029  ___________________________________________________________________
 QU0029* NAD 83(1986)-  45 04 33.     (N)    104 30 26.     (W)     SCALED    
 QU0029* NAVD 88     -      1064.452  (meters)    3492.29   (feet)  ADJUSTED  
 QU0029  ___________________________________________________________________
 QU0029  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 QU0029  DYNAMIC HT  -        1064.178 (meters)    3491.39  (feet)  COMP
 QU0029  MODELED GRAV-     980,322.1   (mgal)                       NAVD 88
 QU0029
 QU0029  VERT ORDER  -  SECOND    CLASS 0
 QU0029
 QU0029.The horizontal coordinates were scaled from a topographic map and have
 QU0029.an estimated accuracy of +/- 6 seconds.
 QU0029
 QU0029.The orthometric height was determined by differential leveling
 QU0029.and adjusted by the National Geodetic Survey in June 1991..
 QU0029
 QU0029.The geoid height was determined by GEOID03.
 QU0029
 QU0029.The dynamic height is computed by dividing the NAVD 88
 QU0029.geopotential number by the normal gravity value computed on the
 QU0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0029.degrees latitude (g = 980.6199 gals.).
 QU0029
 QU0029.The modeled gravity was interpolated from observed gravity values.
 QU0029
 QU0029;                    North         East    Units  Estimated Accuracy
 QU0029;SPC MT       -   104,320.      992,860.      MT  (+/- 180 meters Scaled)
 QU0029
 QU0029                          SUPERSEDED SURVEY CONTROL
 QU0029
 QU0029  NGVD 29 (??/??/92) 1063.879  (m)         3490.41   (f) ADJ UNCH    2 0
 QU0029
 QU0029.Superseded values are not recommended for survey control.
 QU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0029.See file dsdata.txt to determine how the superseded data were derived.
 QU0029
 QU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK387914(NAD 83)
 QU0029_MARKER: DB = BENCH MARK DISK
 QU0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0029_STAMPING: A 221 1934
 QU0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0029+STABILITY: SURFACE MOTION
 QU0029
 QU0029  HISTORY     - Date     Condition        Report By
 QU0029  HISTORY     - 1934     MONUMENTED       CGS
 QU0029  HISTORY     - 1974     MARK NOT FOUND   USGS
 QU0029  HISTORY     - 19950930 MARK NOT FOUND   NGS
 QU0029
 QU0029                          STATION DESCRIPTION
 QU0029
 QU0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0029'5.5 MI NW FROM ALZADA.
 QU0029'5.5 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM ALZADA, CARTER
 QU0029'COUNTY, AT THE JUNCTION OF A SIDE ROAD LEADING NORTH, 45 FEET
 QU0029'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET NORTHEAST
 QU0029'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 221
 QU0029'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QU0029
 QU0029                          STATION RECOVERY (1974)
 QU0029
 QU0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QU0029'MARK NOT FOUND.
 QU0029
 QU0029                          STATION RECOVERY (1995)
 QU0029
 QU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 QU0029'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0024 ***********************************************************************
 QV0024  DESIGNATION -  A 223
 QV0024  PID         -  QV0024
 QV0024  STATE/COUNTY-  MT/ROSEBUD
 QV0024  USGS QUAD   -  ASHLAND (1995)
 QV0024
 QV0024                         *CURRENT SURVEY CONTROL
 QV0024  ___________________________________________________________________
 QV0024* NAD 83(1986)-  45 30 18.     (N)    106 19 50.     (W)     SCALED    
 QV0024* NAVD 88     -       920.670  (meters)    3020.56   (feet)  ADJUSTED  
 QV0024  ___________________________________________________________________
 QV0024  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 QV0024  DYNAMIC HT  -         920.470 (meters)    3019.91  (feet)  COMP
 QV0024  MODELED GRAV-     980,368.0   (mgal)                       NAVD 88
 QV0024
 QV0024  VERT ORDER  -  SECOND    CLASS 0
 QV0024
 QV0024.The horizontal coordinates were scaled from a topographic map and have
 QV0024.an estimated accuracy of +/- 6 seconds.
 QV0024
 QV0024.The orthometric height was determined by differential leveling
 QV0024.and adjusted by the National Geodetic Survey in June 1991..
 QV0024
 QV0024.The geoid height was determined by GEOID03.
 QV0024
 QV0024.The dynamic height is computed by dividing the NAVD 88
 QV0024.geopotential number by the normal gravity value computed on the
 QV0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0024.degrees latitude (g = 980.6199 gals.).
 QV0024
 QV0024.The modeled gravity was interpolated from observed gravity values.
 QV0024
 QV0024;                    North         East    Units  Estimated Accuracy
 QV0024;SPC MT       -   144,490.      847,560.      MT  (+/- 180 meters Scaled)
 QV0024
 QV0024                          SUPERSEDED SURVEY CONTROL
 QV0024
 QV0024  NGVD 29 (??/??/92)  920.000  (m)         3018.37   (f) ADJ UNCH    2 0
 QV0024
 QV0024.Superseded values are not recommended for survey control.
 QV0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0024.See file dsdata.txt to determine how the superseded data were derived.
 QV0024
 QV0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL960399(NAD 83)
 QV0024_MARKER: DB = BENCH MARK DISK
 QV0024_SETTING: 66 = SET IN ROCK OUTCROP
 QV0024_SP_SET: SANDSTONE OUTCROP
 QV0024_STAMPING: A 223 1934
 QV0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QV0024+STABILITY: POSITION/ELEVATION WELL
 QV0024
 QV0024  HISTORY     - Date     Condition        Report By
 QV0024  HISTORY     - 1934     MONUMENTED       CGS
 QV0024  HISTORY     - 1943     GOOD             NGS
 QV0024
 QV0024                          STATION DESCRIPTION
 QV0024
 QV0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QV0024'7.7 MI SE FROM ASHLAND.
 QV0024'7.7 MILES SOUTHEAST ALONG THE COUNTY ROAD LEADING TO BIRNEY FROM THE
 QV0024'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, 1 MILE NORTH OF A RANCH HOUSE,
 QV0024'113 FEET NORTHEAST OF THE EDGE OF TONGUE RIVER, 65 FEET NORTHEAST OF
 QV0024'THE CENTERLINE OF THE ROAD, ON A LARGE SANDSTONE OUTCROP, NORTHEAST OF
 QV0024'A CATTLE GUARD AND 6 FEET HIGHER THAN THE ROAD. A STANDARD DISK,
 QV0024'STAMPED A 223 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0052 ***********************************************************************
 QV0052  DESIGNATION -  A 224
 QV0052  PID         -  QV0052
 QV0052  STATE/COUNTY-  MT/CUSTER
 QV0052  USGS QUAD   -  H S SCHOOL (1971)
 QV0052
 QV0052                         *CURRENT SURVEY CONTROL
 QV0052  ___________________________________________________________________
 QV0052* NAD 83(1986)-  45 57 59.     (N)    106 01 23.     (W)     SCALED    
 QV0052* NAVD 88     -       867.118  (meters)    2844.87   (feet)  ADJUSTED  
 QV0052  ___________________________________________________________________
 QV0052  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 QV0052  DYNAMIC HT  -         866.992 (meters)    2844.46  (feet)  COMP
 QV0052  MODELED GRAV-     980,441.1   (mgal)                       NAVD 88
 QV0052
 QV0052  VERT ORDER  -  SECOND    CLASS 0
 QV0052
 QV0052.The horizontal coordinates were scaled from a topographic map and have
 QV0052.an estimated accuracy of +/- 6 seconds.
 QV0052
 QV0052.The orthometric height was determined by differential leveling
 QV0052.and adjusted by the National Geodetic Survey in June 1991..
 QV0052
 QV0052.The geoid height was determined by GEOID03.
 QV0052
 QV0052.The dynamic height is computed by dividing the NAVD 88
 QV0052.geopotential number by the normal gravity value computed on the
 QV0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0052.degrees latitude (g = 980.6199 gals.).
 QV0052
 QV0052.The modeled gravity was interpolated from observed gravity values.
 QV0052
 QV0052;                    North         East    Units  Estimated Accuracy
 QV0052;SPC MT       -   196,720.      869,290.      MT  (+/- 180 meters Scaled)
 QV0052
 QV0052                          SUPERSEDED SURVEY CONTROL
 QV0052
 QV0052  NGVD 29 (??/??/92)  866.460  (m)         2842.71   (f) ADJ UNCH    2 0
 QV0052
 QV0052.Superseded values are not recommended for survey control.
 QV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0052.See file dsdata.txt to determine how the superseded data were derived.
 QV0052
 QV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL207908(NAD 83)
 QV0052_MARKER: DB = BENCH MARK DISK
 QV0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0052_SP_SET: CONCRETE POST
 QV0052_STAMPING: A 224 1934
 QV0052_MARK LOGO: CGS   
 QV0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0052+STABILITY: SURFACE MOTION
 QV0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0052+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1969
 QV0052
 QV0052  HISTORY     - Date     Condition        Report By
 QV0052  HISTORY     - 1934     MONUMENTED       CGS
 QV0052  HISTORY     - 1937     GOOD             NGS
 QV0052  HISTORY     - 19690701 GOOD             USGS
 QV0052
 QV0052                          STATION DESCRIPTION
 QV0052
 QV0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0052'7.8 MI SW FROM GARLAND.
 QV0052'7.8 MILES SOUTHWEST ALONG A COUNTY ROAD LEADING TO ASHLAND FROM THE
 QV0052'POST OFFICE AT GARLAND, CUSTER COUNTY, 0.9 MILE SOUTHWEST OF A WOODEN
 QV0052'BRIDGE WITH A STEEL RAILING, 0.7 MILE NORTHEAST OF THE TOP OF A HILL,
 QV0052'100 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, SOUTHEAST OF A
 QV0052'2-FOOT CAIRN, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 QV0052'A 224 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QV0052
 QV0052                          STATION RECOVERY (1969)
 QV0052
 QV0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QV0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0212 ***********************************************************************
 QU0212  DESIGNATION -  A 225
 QU0212  PID         -  QU0212
 QU0212  STATE/COUNTY-  MT/POWDER RIVER
 QU0212  USGS QUAD   -  STACEY (1995)
 QU0212
 QU0212                         *CURRENT SURVEY CONTROL
 QU0212  ___________________________________________________________________
 QU0212* NAD 83(1986)-  45 39 31.     (N)    105 56 01.     (W)     SCALED    
 QU0212* NAVD 88     -      1140.069  (meters)    3740.38   (feet)  ADJUSTED  
 QU0212  ___________________________________________________________________
 QU0212  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 QU0212  DYNAMIC HT  -        1139.802 (meters)    3739.50  (feet)  COMP
 QU0212  MODELED GRAV-     980,342.1   (mgal)                       NAVD 88
 QU0212
 QU0212  VERT ORDER  -  SECOND    CLASS 0
 QU0212
 QU0212.The horizontal coordinates were scaled from a topographic map and have
 QU0212.an estimated accuracy of +/- 6 seconds.
 QU0212
 QU0212.The orthometric height was determined by differential leveling
 QU0212.and adjusted by the National Geodetic Survey in June 1991..
 QU0212
 QU0212.The geoid height was determined by GEOID03.
 QU0212
 QU0212.The dynamic height is computed by dividing the NAVD 88
 QU0212.geopotential number by the normal gravity value computed on the
 QU0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0212.degrees latitude (g = 980.6199 gals.).
 QU0212
 QU0212.The modeled gravity was interpolated from observed gravity values.
 QU0212
 QU0212;                    North         East    Units  Estimated Accuracy
 QU0212;SPC MT       -   162,870.      877,770.      MT  (+/- 180 meters Scaled)
 QU0212
 QU0212                          SUPERSEDED SURVEY CONTROL
 QU0212
 QU0212  NGVD 29 (??/??/92) 1139.366  (m)         3738.07   (f) ADJ UNCH    2 0
 QU0212
 QU0212.Superseded values are not recommended for survey control.
 QU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0212.See file dsdata.txt to determine how the superseded data were derived.
 QU0212
 QU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL272565(NAD 83)
 QU0212_MARKER: DB = BENCH MARK DISK
 QU0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0212_STAMPING: A 225 1934
 QU0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0212+STABILITY: SURFACE MOTION
 QU0212
 QU0212  HISTORY     - Date     Condition        Report By
 QU0212  HISTORY     - 1934     MONUMENTED       CGS
 QU0212  HISTORY     - 1953     GOOD             LOCSUR
 QU0212
 QU0212                          STATION DESCRIPTION
 QU0212
 QU0212'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QU0212'4.7 MI SW FROM STACEY.
 QU0212'4.7 MILES SOUTHWEST ALONG THE ASHLAND-OLIVE COUNTY ROAD FROM THE
 QU0212'POST OFFICE AT STACEY, POWDER RIVER COUNTY, 0.2 MILE NORTH OF A
 QU0212'LARGE WHITE HOUSE IN 1934 BY THE MILES CITY BANKING CO., 125
 QU0212'FEET SOUTHEAST OF THE EDGE OF A WOODS, 56.2 FEET NORTHWEST OF THE
 QU0212'CENTERLINE OF THE ROAD, 19.4 FEET SOUTHEAST OF A FENCE, AND
 QU0212'ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 QU0212'A 225 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0173 ***********************************************************************
 QU0173  DESIGNATION -  A 226
 QU0173  PID         -  QU0173
 QU0173  STATE/COUNTY-  MT/POWDER RIVER
 QU0173  USGS QUAD   -  YARGER BUTTE (1973)
 QU0173
 QU0173                         *CURRENT SURVEY CONTROL
 QU0173  ___________________________________________________________________
 QU0173* NAD 83(1986)-  45 15 22.     (N)    105 39 39.     (W)     SCALED    
 QU0173* NAVD 88     -       984.615  (meters)    3230.36   (feet)  ADJUSTED  
 QU0173  ___________________________________________________________________
 QU0173  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QU0173  DYNAMIC HT  -         984.375 (meters)    3229.57  (feet)  COMP
 QU0173  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 QU0173
 QU0173  VERT ORDER  -  SECOND    CLASS 0
 QU0173
 QU0173.The horizontal coordinates were scaled from a topographic map and have
 QU0173.an estimated accuracy of +/- 6 seconds.
 QU0173
 QU0173.The orthometric height was determined by differential leveling
 QU0173.and adjusted by the National Geodetic Survey in June 1991..
 QU0173
 QU0173.The geoid height was determined by GEOID03.
 QU0173
 QU0173.The dynamic height is computed by dividing the NAVD 88
 QU0173.geopotential number by the normal gravity value computed on the
 QU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0173.degrees latitude (g = 980.6199 gals.).
 QU0173
 QU0173.The modeled gravity was interpolated from observed gravity values.
 QU0173
 QU0173;                    North         East    Units  Estimated Accuracy
 QU0173;SPC MT       -   119,210.      901,190.      MT  (+/- 180 meters Scaled)
 QU0173
 QU0173                          SUPERSEDED SURVEY CONTROL
 QU0173
 QU0173  NGVD 29 (??/??/92)  983.998  (m)         3228.33   (f) ADJ UNCH    2 0
 QU0173
 QU0173.Superseded values are not recommended for survey control.
 QU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0173.See file dsdata.txt to determine how the superseded data were derived.
 QU0173
 QU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL481116(NAD 83)
 QU0173_MARKER: DB = BENCH MARK DISK
 QU0173_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QU0173_SP_SET: UNSPECIFIED ROCK
 QU0173_STAMPING: A 226 1934
 QU0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0173
 QU0173  HISTORY     - Date     Condition        Report By
 QU0173  HISTORY     - 1934     MONUMENTED       CGS
 QU0173
 QU0173                          STATION DESCRIPTION
 QU0173
 QU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0173'19.5 MI SW FROM BROADUS.
 QU0173'19.5 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO MOORHEAD
 QU0173'FROM THE POST OFFICE AT BROADUS, POWDER RIVER COUNTY, 19.1 MILES
 QU0173'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 22, 0.5 MILE WEST OF
 QU0173'POWDER RIVER, 52.6 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 QU0173'18.7 FEET SOUTHEAST OF A ROW OF POLES, IN THE TOP OF A LARGE
 QU0173'LIMESTONE ROCK, AND 4-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD
 QU0173'DISK, STAMPED A 226 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0079 ***********************************************************************
 ST0079  DESIGNATION -  A 228
 ST0079  PID         -  ST0079
 ST0079  STATE/COUNTY-  MT/TETON
 ST0079  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0079
 ST0079                         *CURRENT SURVEY CONTROL
 ST0079  ___________________________________________________________________
 ST0079* NAD 83(1986)-  47 44 26.     (N)    112 22 57.     (W)     SCALED    
 ST0079* NAVD 88     -      1280.646  (meters)    4201.59   (feet)  ADJUSTED  
 ST0079  ___________________________________________________________________
 ST0079  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 ST0079  DYNAMIC HT  -        1280.517 (meters)    4201.16  (feet)  COMP
 ST0079  MODELED GRAV-     980,467.4   (mgal)                       NAVD 88
 ST0079
 ST0079  VERT ORDER  -  SECOND    CLASS 0
 ST0079
 ST0079.The horizontal coordinates were scaled from a topographic map and have
 ST0079.an estimated accuracy of +/- 6 seconds.
 ST0079
 ST0079.The orthometric height was determined by differential leveling
 ST0079.and adjusted by the National Geodetic Survey in June 1991..
 ST0079
 ST0079.The geoid height was determined by GEOID03.
 ST0079
 ST0079.The dynamic height is computed by dividing the NAVD 88
 ST0079.geopotential number by the normal gravity value computed on the
 ST0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0079.degrees latitude (g = 980.6199 gals.).
 ST0079
 ST0079.The modeled gravity was interpolated from observed gravity values.
 ST0079
 ST0079;                    North         East    Units  Estimated Accuracy
 ST0079;SPC MT       -   391,840.      383,980.      MT  (+/- 180 meters Scaled)
 ST0079
 ST0079                          SUPERSEDED SURVEY CONTROL
 ST0079
 ST0079  NGVD 29 (??/??/92) 1279.644  (m)         4198.30   (f) ADJ UNCH    2 0
 ST0079
 ST0079.Superseded values are not recommended for survey control.
 ST0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0079.See file dsdata.txt to determine how the superseded data were derived.
 ST0079
 ST0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT963883(NAD 83)
 ST0079_MARKER: DB = BENCH MARK DISK
 ST0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0079_STAMPING: A 228 1961
 ST0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0079+STABILITY: SURFACE MOTION
 ST0079
 ST0079  HISTORY     - Date     Condition        Report By
 ST0079  HISTORY     - 1961     MONUMENTED       CGS
 ST0079
 ST0079                          STATION DESCRIPTION
 ST0079
 ST0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0079'12.6 MI SW FROM CHOTEAU.
 ST0079'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0079'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0079'WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A ROAD SOUTH TO DEEP
 ST0079'CREEK AND THE O.R. CARLSON RANCH, 30.7 FEET SOUTH OF THE CENTER LINE
 ST0079'OF THE ROAD, 33 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH,
 ST0079'25.0 FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN CATTLE GUARD, 2.3
 ST0079'FEET SOUTHWEST OF FENCE, 7 FEET EAST-NORTHEAST OF A POWER LINE POLE,
 ST0079'2.0 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD,
 ST0079'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ST0079'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0123 ***********************************************************************
 ST0123  DESIGNATION -  A 229
 ST0123  PID         -  ST0123
 ST0123  STATE/COUNTY-  MT/TETON
 ST0123  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0123
 ST0123                         *CURRENT SURVEY CONTROL
 ST0123  ___________________________________________________________________
 ST0123* NAD 83(1986)-  47 42 56.     (N)    112 23 08.     (W)     SCALED    
 ST0123* NAVD 88     -      1259.470  (meters)    4132.11   (feet)  ADJUSTED  
 ST0123  ___________________________________________________________________
 ST0123  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 ST0123  DYNAMIC HT  -        1259.335 (meters)    4131.67  (feet)  COMP
 ST0123  MODELED GRAV-     980,461.4   (mgal)                       NAVD 88
 ST0123
 ST0123  VERT ORDER  -  SECOND    CLASS 0
 ST0123
 ST0123.The horizontal coordinates were scaled from a topographic map and have
 ST0123.an estimated accuracy of +/- 6 seconds.
 ST0123
 ST0123.The orthometric height was determined by differential leveling
 ST0123.and adjusted by the National Geodetic Survey in June 1991..
 ST0123
 ST0123.The geoid height was determined by GEOID03.
 ST0123
 ST0123.The dynamic height is computed by dividing the NAVD 88
 ST0123.geopotential number by the normal gravity value computed on the
 ST0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0123.degrees latitude (g = 980.6199 gals.).
 ST0123
 ST0123.The modeled gravity was interpolated from observed gravity values.
 ST0123
 ST0123;                    North         East    Units  Estimated Accuracy
 ST0123;SPC MT       -   389,070.      383,650.      MT  (+/- 180 meters Scaled)
 ST0123
 ST0123                          SUPERSEDED SURVEY CONTROL
 ST0123
 ST0123  NGVD 29 (??/??/92) 1258.464  (m)         4128.81   (f) ADJ UNCH    2 0
 ST0123
 ST0123.Superseded values are not recommended for survey control.
 ST0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0123.See file dsdata.txt to determine how the superseded data were derived.
 ST0123
 ST0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT960856(NAD 83)
 ST0123_MARKER: DB = BENCH MARK DISK
 ST0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0123_STAMPING: A 229 1961
 ST0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0123+STABILITY: SURFACE MOTION
 ST0123
 ST0123  HISTORY     - Date     Condition        Report By
 ST0123  HISTORY     - 1961     MONUMENTED       USGS
 ST0123
 ST0123                          STATION DESCRIPTION
 ST0123
 ST0123'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 ST0123'14.65 MI SW FROM CHOTEAU.
 ST0123'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0123'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0123'WEST ALONG A GRAVEL ROAD, THENCE 2.05 MILE SOUTHWEST ALONG A GRADED
 ST0123'ROAD, ON THE NORTH SLOPE OF A RIDGE, 25 1/2 FEET SOUTH-SOUTHEAST OF
 ST0123'THE CENTER LINE OF THE ROAD, 106 FEET SOUTHWEST OF THE SOUTHWEST
 ST0123'CORNER OF A WOODEN BRIDGE OVER A SMALL CREEK, 2.0 FEET SOUTH-SOUTHEAST
 ST0123'OF A FENCE, 2.7 FEET WEST-SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 ST0123'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ST0123'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0104 ***********************************************************************
 ST0104  DESIGNATION -  A 230
 ST0104  PID         -  ST0104
 ST0104  STATE/COUNTY-  MT/TETON
 ST0104  USGS QUAD   -  GILMAN (1987)
 ST0104
 ST0104                         *CURRENT SURVEY CONTROL
 ST0104  ___________________________________________________________________
 ST0104* NAD 83(1986)-  47 37 27.     (N)    112 19 33.     (W)     SCALED    
 ST0104* NAVD 88     -      1359.557  (meters)    4460.48   (feet)  ADJUSTED  
 ST0104  ___________________________________________________________________
 ST0104  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 ST0104  DYNAMIC HT  -        1359.389 (meters)    4459.93  (feet)  COMP
 ST0104  MODELED GRAV-     980,441.3   (mgal)                       NAVD 88
 ST0104
 ST0104  VERT ORDER  -  SECOND    CLASS 0
 ST0104
 ST0104.The horizontal coordinates were scaled from a topographic map and have
 ST0104.an estimated accuracy of +/- 6 seconds.
 ST0104
 ST0104.The orthometric height was determined by differential leveling
 ST0104.and adjusted by the National Geodetic Survey in June 1991..
 ST0104
 ST0104.The geoid height was determined by GEOID03.
 ST0104
 ST0104.The dynamic height is computed by dividing the NAVD 88
 ST0104.geopotential number by the normal gravity value computed on the
 ST0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0104.degrees latitude (g = 980.6199 gals.).
 ST0104
 ST0104.The modeled gravity was interpolated from observed gravity values.
 ST0104
 ST0104;                    North         East    Units  Estimated Accuracy
 ST0104;SPC MT       -   378,760.      387,760.      MT  (+/- 180 meters Scaled)
 ST0104
 ST0104                          SUPERSEDED SURVEY CONTROL
 ST0104
 ST0104  NGVD 29 (??/??/92) 1358.544  (m)         4457.16   (f) ADJ UNCH    2 0
 ST0104
 ST0104.Superseded values are not recommended for survey control.
 ST0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0104.See file dsdata.txt to determine how the superseded data were derived.
 ST0104
 ST0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT003753(NAD 83)
 ST0104_MARKER: DB = BENCH MARK DISK
 ST0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0104_STAMPING: A 230 1961
 ST0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0104+STABILITY: SURFACE MOTION
 ST0104
 ST0104  HISTORY     - Date     Condition        Report By
 ST0104  HISTORY     - 1961     MONUMENTED       CGS
 ST0104
 ST0104                          STATION DESCRIPTION
 ST0104
 ST0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0104'14.25 MI N FROM AUGUSTA.
 ST0104'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0104'AUGUSTA, THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, 0.1 MILE EAST OF
 ST0104'THE JUNCTION OF AN ABANDONED GRADED ROAD LEADING NORTH, 39 1/2 FEET
 ST0104'SOUTH OF THE CENTER LINE OF THE ROAD, 19.5 FEET SOUTH OF A FENCE, 3
 ST0104'FEET EAST OF A POWER LINE POLE, 2.8 FEET WEST OF A WITNESS POST, ABOUT
 ST0104'1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0104'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1117 ***********************************************************************
 SS1117  DESIGNATION -  A 232
 SS1117  PID         -  SS1117
 SS1117  STATE/COUNTY-  MT/TETON
 SS1117  USGS QUAD   -  CLEIV (1983)
 SS1117
 SS1117                         *CURRENT SURVEY CONTROL
 SS1117  ___________________________________________________________________
 SS1117* NAD 83(1986)-  47 42 46.     (N)    111 56 42.     (W)     SCALED    
 SS1117* NAVD 88     -      1197.764  (meters)    3929.66   (feet)  ADJUSTED  
 SS1117  ___________________________________________________________________
 SS1117  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 SS1117  DYNAMIC HT  -        1197.672 (meters)    3929.36  (feet)  COMP
 SS1117  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 SS1117
 SS1117  VERT ORDER  -  SECOND    CLASS 0
 SS1117
 SS1117.The horizontal coordinates were scaled from a topographic map and have
 SS1117.an estimated accuracy of +/- 6 seconds.
 SS1117
 SS1117.The orthometric height was determined by differential leveling
 SS1117.and adjusted by the National Geodetic Survey in June 1991..
 SS1117
 SS1117.The geoid height was determined by GEOID03.
 SS1117
 SS1117.The dynamic height is computed by dividing the NAVD 88
 SS1117.geopotential number by the normal gravity value computed on the
 SS1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1117.degrees latitude (g = 980.6199 gals.).
 SS1117
 SS1117.The modeled gravity was interpolated from observed gravity values.
 SS1117
 SS1117;                    North         East    Units  Estimated Accuracy
 SS1117;SPC MT       -   387,640.      416,660.      MT  (+/- 180 meters Scaled)
 SS1117
 SS1117                          SUPERSEDED SURVEY CONTROL
 SS1117
 SS1117  NGVD 29 (??/??/92) 1196.801  (m)         3926.50   (f) ADJ UNCH    2 0
 SS1117
 SS1117.Superseded values are not recommended for survey control.
 SS1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1117.See file dsdata.txt to determine how the superseded data were derived.
 SS1117
 SS1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT291848(NAD 83)
 SS1117_MARKER: DB = BENCH MARK DISK
 SS1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1117_STAMPING: A 232 1961
 SS1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1117+STABILITY: SURFACE MOTION
 SS1117
 SS1117  HISTORY     - Date     Condition        Report By
 SS1117  HISTORY     - 1961     MONUMENTED       CGS
 SS1117
 SS1117                          STATION DESCRIPTION
 SS1117
 SS1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1117'4.45 MI E FROM BOLE.
 SS1117'3.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1117'AT BOLE, THENCE 1.25 MILES NORTH ALONG A COUNTY ROAD, 53 1/2 FEET
 SS1117'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD, 17 1/2
 SS1117'FEET EAST OF THE CENTER LINE OF THE ROAD, 47 1/2 FEET SOUTH OF THE
 SS1117'CENTER LINE OF THE EAST-WEST ROAD, 29 1/2 FEET SOUTH-SOUTHEAST OF A
 SS1117'FENCE CORNER, 2.6 FEET SOUTH OF A POWER LINE POLE WITH A GUY WIRE, 4.3
 SS1117'FEET EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 SS1117'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 SS1117'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0190 ***********************************************************************
 ST0190  DESIGNATION -  A 233
 ST0190  PID         -  ST0190
 ST0190  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0190  USGS QUAD   -  GILMAN (1987)
 ST0190
 ST0190                         *CURRENT SURVEY CONTROL
 ST0190  ___________________________________________________________________
 ST0190* NAD 83(1986)-  47 30 36.     (N)    112 18 52.     (W)     SCALED    
 ST0190* NAVD 88     -      1215.777  (meters)    3988.76   (feet)  ADJUSTED  
 ST0190  ___________________________________________________________________
 ST0190  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 ST0190  DYNAMIC HT  -        1215.638 (meters)    3988.31  (feet)  COMP
 ST0190  MODELED GRAV-     980,456.1   (mgal)                       NAVD 88
 ST0190
 ST0190  VERT ORDER  -  SECOND    CLASS 0
 ST0190
 ST0190.The horizontal coordinates were scaled from a topographic map and have
 ST0190.an estimated accuracy of +/- 6 seconds.
 ST0190
 ST0190.The orthometric height was determined by differential leveling
 ST0190.and adjusted by the National Geodetic Survey in June 1991..
 ST0190
 ST0190.The geoid height was determined by GEOID03.
 ST0190
 ST0190.The dynamic height is computed by dividing the NAVD 88
 ST0190.geopotential number by the normal gravity value computed on the
 ST0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0190.degrees latitude (g = 980.6199 gals.).
 ST0190
 ST0190.The modeled gravity was interpolated from observed gravity values.
 ST0190
 ST0190;                    North         East    Units  Estimated Accuracy
 ST0190;SPC MT       -   366,050.      388,160.      MT  (+/- 180 meters Scaled)
 ST0190
 ST0190                          SUPERSEDED SURVEY CONTROL
 ST0190
 ST0190  NGVD 29 (??/??/92) 1214.790  (m)         3985.52   (f) ADJ UNCH    2 0
 ST0190
 ST0190.Superseded values are not recommended for survey control.
 ST0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0190.See file dsdata.txt to determine how the superseded data were derived.
 ST0190
 ST0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT010626(NAD 83)
 ST0190_MARKER: DB = BENCH MARK DISK
 ST0190_SETTING: 66 = SET IN ROCK OUTCROP
 ST0190_SP_SET: OUTCROP
 ST0190_STAMPING: A 233 1961
 ST0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0190+STABILITY: POSITION/ELEVATION WELL
 ST0190
 ST0190  HISTORY     - Date     Condition        Report By
 ST0190  HISTORY     - 1961     MONUMENTED       CGS
 ST0190
 ST0190                          STATION DESCRIPTION
 ST0190
 ST0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0190'4.0 MI E FROM AUGUSTA.
 ST0190'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0190'AUGUSTA, THENCE 2.75 MILES EAST ALONG STATE HIGHWAY 21, 138 FEET SOUTH
 ST0190'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 1 1/2 BY 3 1/2-FOOT
 ST0190'OUTCROP, 99 1/2 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 9, 89.4 FEET
 ST0190'SOUTH OF A FENCE, 4.8 FEET WEST OF A WITNESS POST, AND ABOUT 20 FEET
 ST0190'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0378 ***********************************************************************
 ST0378  DESIGNATION -  A 234
 ST0378  PID         -  ST0378
 ST0378  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0378  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0378
 ST0378                         *CURRENT SURVEY CONTROL
 ST0378  ___________________________________________________________________
 ST0378* NAD 83(1986)-  47 14 03.     (N)    112 05 12.     (W)     SCALED    
 ST0378* NAVD 88     -      1201.322  (meters)    3941.34   (feet)  ADJUSTED  
 ST0378  ___________________________________________________________________
 ST0378  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 ST0378  DYNAMIC HT  -        1201.150 (meters)    3940.77  (feet)  COMP
 ST0378  MODELED GRAV-     980,428.6   (mgal)                       NAVD 88
 ST0378
 ST0378  VERT ORDER  -  SECOND    CLASS 0
 ST0378
 ST0378.The horizontal coordinates were scaled from a topographic map and have
 ST0378.an estimated accuracy of +/- 6 seconds.
 ST0378
 ST0378.The orthometric height was determined by differential leveling
 ST0378.and adjusted by the National Geodetic Survey in June 1991..
 ST0378
 ST0378.The geoid height was determined by GEOID03.
 ST0378
 ST0378.The dynamic height is computed by dividing the NAVD 88
 ST0378.geopotential number by the normal gravity value computed on the
 ST0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0378.degrees latitude (g = 980.6199 gals.).
 ST0378
 ST0378.The modeled gravity was interpolated from observed gravity values.
 ST0378
 ST0378;                    North         East    Units  Estimated Accuracy
 ST0378;SPC MT       -   334,830.      404,280.      MT  (+/- 180 meters Scaled)
 ST0378
 ST0378                          SUPERSEDED SURVEY CONTROL
 ST0378
 ST0378  NGVD 29 (??/??/92) 1200.337  (m)         3938.11   (f) ADJ UNCH    2 0
 ST0378
 ST0378.Superseded values are not recommended for survey control.
 ST0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0378.See file dsdata.txt to determine how the superseded data were derived.
 ST0378
 ST0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT177317(NAD 83)
 ST0378_MARKER: DB = BENCH MARK DISK
 ST0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0378_STAMPING: A 234 1961
 ST0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0378+STABILITY: SURFACE MOTION
 ST0378
 ST0378  HISTORY     - Date     Condition        Report By
 ST0378  HISTORY     - 1961     MONUMENTED       CGS
 ST0378
 ST0378                          STATION DESCRIPTION
 ST0378
 ST0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0378'27.0 MI SE FROM AUGUSTA.
 ST0378'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0378'AUGUSTA, THENCE 2.0 MILES NORTHEAST ALONG A COUNTY ROAD, 75 FEET
 ST0378'NORTHWEST OF THE CENTER LINE OF THE ROAD, 130 FEET NORTHEAST OF THE
 ST0378'CENTER LINE OF THE 68.8 FEET SOUTHWEST OF A FENCE, 38.5 FEET NORTHWEST
 ST0378'OF A FENCE, 2 FEET NORTHEAST OF TELEPHONE POLE 8, 2.5 FEET SOUTHWEST
 ST0378'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0378'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1034 ***********************************************************************
 SS1034  DESIGNATION -  A 235
 SS1034  PID         -  SS1034
 SS1034  STATE/COUNTY-  MT/CASCADE
 SS1034  USGS QUAD   -  SIMMS (1983)
 SS1034
 SS1034                         *CURRENT SURVEY CONTROL
 SS1034  ___________________________________________________________________
 SS1034* NAD 83(1986)-  47 29 42.     (N)    111 57 37.     (W)     SCALED    
 SS1034* NAVD 88     -      1095.061  (meters)    3592.71   (feet)  ADJUSTED  
 SS1034  ___________________________________________________________________
 SS1034  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 SS1034  DYNAMIC HT  -        1094.954 (meters)    3592.36  (feet)  COMP
 SS1034  MODELED GRAV-     980,477.7   (mgal)                       NAVD 88
 SS1034
 SS1034  VERT ORDER  -  SECOND    CLASS 0
 SS1034
 SS1034.The horizontal coordinates were scaled from a topographic map and have
 SS1034.an estimated accuracy of +/- 6 seconds.
 SS1034
 SS1034.The orthometric height was determined by differential leveling
 SS1034.and adjusted by the National Geodetic Survey in June 1991..
 SS1034
 SS1034.The geoid height was determined by GEOID03.
 SS1034
 SS1034.The dynamic height is computed by dividing the NAVD 88
 SS1034.geopotential number by the normal gravity value computed on the
 SS1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1034.degrees latitude (g = 980.6199 gals.).
 SS1034
 SS1034.The modeled gravity was interpolated from observed gravity values.
 SS1034
 SS1034;                    North         East    Units  Estimated Accuracy
 SS1034;SPC MT       -   363,490.      414,750.      MT  (+/- 180 meters Scaled)
 SS1034
 SS1034                          SUPERSEDED SURVEY CONTROL
 SS1034
 SS1034  NGVD 29 (??/??/92) 1094.102  (m)         3589.57   (f) ADJ UNCH    2 0
 SS1034
 SS1034.Superseded values are not recommended for survey control.
 SS1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1034.See file dsdata.txt to determine how the superseded data were derived.
 SS1034
 SS1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT276606(NAD 83)
 SS1034_MARKER: DB = BENCH MARK DISK
 SS1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1034_STAMPING: A 235 1961
 SS1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1034+STABILITY: SURFACE MOTION
 SS1034
 SS1034  HISTORY     - Date     Condition        Report By
 SS1034  HISTORY     - 1961     MONUMENTED       CGS
 SS1034
 SS1034                          STATION DESCRIPTION
 SS1034
 SS1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1034'1.2 MI W FROM SIMMS.
 SS1034'1.2 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 SS1034'HIGHWAY 20 AT SIMMS, AT AN ANGLE IN A FENCE LINE, 81.3 FEET SOUTHEAST
 SS1034'OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 37 FEET SOUTH OF THE
 SS1034'CENTER LINE OF THE HIGHWAY, 10 FEET WEST-NORTHWEST OF THE CENTER OF A
 SS1034'GATE, 2 1/2 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, 2
 SS1034'1/2 FEET NORTHWEST OF A POWER LINE POLE, ABOUT 3 FEET LOWER THAN THE
 SS1034'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 SS1034'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0361 ***********************************************************************
 ST0361  DESIGNATION -  A 236
 ST0361  PID         -  ST0361
 ST0361  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0361  USGS QUAD   -  COMB ROCK (1979)
 ST0361
 ST0361                         *CURRENT SURVEY CONTROL
 ST0361  ___________________________________________________________________
 ST0361* NAD 83(1986)-  47 13 44.     (N)    112 13 49.     (W)     SCALED    
 ST0361* NAVD 88     -      1310.329  (meters)    4298.97   (feet)  ADJUSTED  
 ST0361  ___________________________________________________________________
 ST0361  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 ST0361  DYNAMIC HT  -        1310.139 (meters)    4298.35  (feet)  COMP
 ST0361  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 ST0361
 ST0361  VERT ORDER  -  SECOND    CLASS 0
 ST0361
 ST0361.The horizontal coordinates were scaled from a topographic map and have
 ST0361.an estimated accuracy of +/- 6 seconds.
 ST0361
 ST0361.The orthometric height was determined by differential leveling
 ST0361.and adjusted by the National Geodetic Survey in June 1991..
 ST0361
 ST0361.The geoid height was determined by GEOID03.
 ST0361
 ST0361.The dynamic height is computed by dividing the NAVD 88
 ST0361.geopotential number by the normal gravity value computed on the
 ST0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0361.degrees latitude (g = 980.6199 gals.).
 ST0361
 ST0361.The modeled gravity was interpolated from observed gravity values.
 ST0361
 ST0361;                    North         East    Units  Estimated Accuracy
 ST0361;SPC MT       -   334,610.      393,400.      MT  (+/- 180 meters Scaled)
 ST0361
 ST0361                          SUPERSEDED SURVEY CONTROL
 ST0361
 ST0361  NGVD 29 (??/??/92) 1309.338  (m)         4295.72   (f) ADJ UNCH    2 0
 ST0361
 ST0361.Superseded values are not recommended for survey control.
 ST0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0361.See file dsdata.txt to determine how the superseded data were derived.
 ST0361
 ST0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT068313(NAD 83)
 ST0361_MARKER: DB = BENCH MARK DISK
 ST0361_SETTING: 66 = SET IN ROCK OUTCROP
 ST0361_SP_SET: OUTCROP
 ST0361_STAMPING: A 236 1961
 ST0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0361+STABILITY: POSITION/ELEVATION WELL
 ST0361
 ST0361  HISTORY     - Date     Condition        Report By
 ST0361  HISTORY     - 1961     MONUMENTED       CGS
 ST0361  HISTORY     - 1983     GOOD             NGS
 ST0361
 ST0361                          STATION DESCRIPTION
 ST0361
 ST0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0361'5.7 MI SW FROM BOWMANS CORNER.
 ST0361'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0361'HIGHWAY 287 AT BOWMANS CORNER, ON THE WEST SLOPE OF A ROCKY KNOLL, IN
 ST0361'THE TOP OF AN OUTCROP, 132 1/2 FEET EAST OF THE CENTER LINE OF THE
 ST0361'HIGHWAY, 54.4 FEET EAST-NORTHEAST OF A DOUBLE BRACE POST IN FENCE
 ST0361'LINE, 54 FEET EAST OF A FENCE, 21.8 FEET EAST OF A WITNESS POST, AND
 ST0361'ABOUT 10 FEET HIGHER THAN THE ROAD.
 ST0361
 ST0361                          STATION RECOVERY (1983)
 ST0361
 ST0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ST0361'9.25 KM (5.7 MI) SOUTHWEST ALONG STATE HIGHWAY 200, FROM THE JUNCTION
 ST0361'OF US HIGHWAY 287 AT BOWMAN'S CORNER TO THE MARK ON THE LEFT ON THE
 ST0361'WEST SLOPE OF A ROCKY KNOLL 40.5 M (130 FT) EAST OF THE CENTER OF THE
 ST0361'HIGHWAY, 16.5 M (54 FT) EAST OF A FENCE, 3 7 (10 FT) ABOVE THE
 ST0361'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1195 ***********************************************************************
 SS1195  DESIGNATION -  A 237
 SS1195  PID         -  SS1195
 SS1195  STATE/COUNTY-  MT/TETON
 SS1195  USGS QUAD   -  FAIRFIELD (1983)
 SS1195
 SS1195                         *CURRENT SURVEY CONTROL
 SS1195  ___________________________________________________________________
 SS1195* NAD 83(1986)-  47 36 53.     (N)    111 58 53.     (W)     SCALED    
 SS1195* NAVD 88     -      1215.767  (meters)    3988.73   (feet)  ADJUSTED  
 SS1195  ___________________________________________________________________
 SS1195  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1195  DYNAMIC HT  -        1215.637 (meters)    3988.30  (feet)  COMP
 SS1195  MODELED GRAV-     980,463.5   (mgal)                       NAVD 88
 SS1195
 SS1195  VERT ORDER  -  SECOND    CLASS 0
 SS1195
 SS1195.The horizontal coordinates were scaled from a topographic map and have
 SS1195.an estimated accuracy of +/- 6 seconds.
 SS1195
 SS1195.The orthometric height was determined by differential leveling
 SS1195.and adjusted by the National Geodetic Survey in June 1991..
 SS1195
 SS1195.The geoid height was determined by GEOID03.
 SS1195
 SS1195.The dynamic height is computed by dividing the NAVD 88
 SS1195.geopotential number by the normal gravity value computed on the
 SS1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1195.degrees latitude (g = 980.6199 gals.).
 SS1195
 SS1195.The modeled gravity was interpolated from observed gravity values.
 SS1195
 SS1195;                    North         East    Units  Estimated Accuracy
 SS1195;SPC MT       -   376,830.      413,590.      MT  (+/- 180 meters Scaled)
 SS1195
 SS1195                          SUPERSEDED SURVEY CONTROL
 SS1195
 SS1195  NGVD 29 (??/??/92) 1214.782  (m)         3985.50   (f) ADJ UNCH    2 0
 SS1195
 SS1195.Superseded values are not recommended for survey control.
 SS1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1195.See file dsdata.txt to determine how the superseded data were derived.
 SS1195
 SS1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT262739(NAD 83)
 SS1195_MARKER: DB = BENCH MARK DISK
 SS1195_SETTING: 0 = UNSPECIFIED SETTING
 SS1195_STAMPING: A 237 1961
 SS1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1195
 SS1195  HISTORY     - Date     Condition        Report By
 SS1195  HISTORY     - 1961     MONUMENTED       CGS
 SS1195  HISTORY     - 1982     GOOD             NGS
 SS1195
 SS1195                          STATION DESCRIPTION
 SS1195
 SS1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1195'IN FAIRFIELD.
 SS1195'AT FAIRFIELD, ALONG U.S. HIGHWAY 89 (MAIN STREET), SET VERTICALLY IN
 SS1195'THE EAST FACE OF THE BRICK WALL OF THE FIRST NATIONAL BANK BUILDING,
 SS1195'64 FEET NORTH OF THE CENTER LINE OF THE STREET, 33 FEET WEST OF THE
 SS1195'CENTER LINE OF A NORTH-SOUTH STREET, 42.5 FEET SOUTH OF THE NORTHEAST
 SS1195'CORNER OF THE BUILDING, AND 2.7 FEET ABOVE THE SIDEWALK.
 SS1195
 SS1195                          STATION RECOVERY (1982)
 SS1195
 SS1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SS1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1579 ***********************************************************************
 SS1579  DESIGNATION -  A 237 RESET
 SS1579  PID         -  SS1579
 SS1579  STATE/COUNTY-  MT/TETON
 SS1579  USGS QUAD   -  FAIRFIELD (1983)
 SS1579
 SS1579                         *CURRENT SURVEY CONTROL
 SS1579  ___________________________________________________________________
 SS1579* NAD 83(1986)-  47 36 53.     (N)    111 58 53.     (W)     SCALED    
 SS1579* NAVD 88     -      1214.91   (meters)    3985.9    (feet)  RESET     
 SS1579  ___________________________________________________________________
 SS1579  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1579
 SS1579  VERT ORDER  -  THIRD
 SS1579
 SS1579.The horizontal coordinates were scaled from a topographic map and have
 SS1579.an estimated accuracy of +/- 6 seconds.
 SS1579
 SS1579.The orthometric height was computed from unverified reset data.
 SS1579.No vertical observational check was made to the station.
 SS1579
 SS1579.The geoid height was determined by GEOID03.
 SS1579
 SS1579;                    North         East    Units  Estimated Accuracy
 SS1579;SPC MT       -   376,830.      413,590.      MT  (+/- 180 meters Scaled)
 SS1579
 SS1579                          SUPERSEDED SURVEY CONTROL
 SS1579
 SS1579  NGVD 29 (03/30/06) 1213.92   (m)         3982.7    (f) RESET       3  
 SS1579
 SS1579.Superseded values are not recommended for survey control.
 SS1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1579.See file dsdata.txt to determine how the superseded data were derived.
 SS1579
 SS1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT262739(NAD 83)
 SS1579_MARKER: DV = VERTICAL CONTROL DISK
 SS1579_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SS1579_SP_SET: SIDEWALK
 SS1579_STAMPING: A 237 RESET 1982
 SS1579_MARK LOGO: NGS   
 SS1579_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1579
 SS1579  HISTORY     - Date     Condition        Report By
 SS1579  HISTORY     - 1982     MONUMENTED       NGS
 SS1579
 SS1579                          STATION DESCRIPTION
 SS1579
 SS1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SS1579'IN FAIRFIELD, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF CENTRAL
 SS1579'AVENUE AND 4TH STREET NORTH, 16.2 M (53.1 FT) EAST OF THE CENTER OF
 SS1579'CENTRAL AVENUE, 7.3 M (24.0 FT) NORTH OF THE CENTER OF 4TH STREET,
 SS1579'2.4 M (7.9 FT) SOUTH OF THE CORNER OF THE FIRST NATIONAL BANK, 1.2 M
 SS1579'(3.9 FT) EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0979 ***********************************************************************
 SS0979  DESIGNATION -  A 238
 SS0979  PID         -  SS0979
 SS0979  STATE/COUNTY-  MT/CASCADE
 SS0979  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0979
 SS0979                         *CURRENT SURVEY CONTROL
 SS0979  ___________________________________________________________________
 SS0979* NAD 83(1986)-  47 25 19.     (N)    111 42 35.     (W)     SCALED    
 SS0979* NAVD 88     -      1112.037  (meters)    3648.41   (feet)  ADJUSTED  
 SS0979  ___________________________________________________________________
 SS0979  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS0979  DYNAMIC HT  -        1111.950 (meters)    3648.12  (feet)  COMP
 SS0979  MODELED GRAV-     980,496.6   (mgal)                       NAVD 88
 SS0979
 SS0979  VERT ORDER  -  SECOND    CLASS 0
 SS0979
 SS0979.The horizontal coordinates were scaled from a topographic map and have
 SS0979.an estimated accuracy of +/- 6 seconds.
 SS0979
 SS0979.The orthometric height was determined by differential leveling
 SS0979.and adjusted by the National Geodetic Survey in June 1991..
 SS0979
 SS0979.The geoid height was determined by GEOID03.
 SS0979
 SS0979.The dynamic height is computed by dividing the NAVD 88
 SS0979.geopotential number by the normal gravity value computed on the
 SS0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0979.degrees latitude (g = 980.6199 gals.).
 SS0979
 SS0979.The modeled gravity was interpolated from observed gravity values.
 SS0979
 SS0979;                    North         East    Units  Estimated Accuracy
 SS0979;SPC MT       -   354,810.      433,380.      MT  (+/- 180 meters Scaled)
 SS0979
 SS0979                          SUPERSEDED SURVEY CONTROL
 SS0979
 SS0979  NGVD 29 (??/??/92) 1111.115  (m)         3645.38   (f) ADJ UNCH    2 0
 SS0979
 SS0979.Superseded values are not recommended for survey control.
 SS0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0979.See file dsdata.txt to determine how the superseded data were derived.
 SS0979
 SS0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT464522(NAD 83)
 SS0979_MARKER: DB = BENCH MARK DISK
 SS0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0979_STAMPING: A 238 1961
 SS0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0979+STABILITY: SURFACE MOTION
 SS0979
 SS0979  HISTORY     - Date     Condition        Report By
 SS0979  HISTORY     - 1961     MONUMENTED       CGS
 SS0979
 SS0979                          STATION DESCRIPTION
 SS0979
 SS0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0979'7.8 MI S FROM SUN RIVER.
 SS0979'7.8 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0979'AT SUN RIVER, AT THE T JUNCTION OF A DIRT ROAD LEADING EAST, 41 FEET
 SS0979'NORTHEAST OF THE CENTER OF THE JUNCTION, 32 FEET EAST OF THE CENTER
 SS0979'LINE OF THE ROAD, 28 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 1.5
 SS0979'FEET WEST OF A FENCE, 3.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 SS0979'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SS0979'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1009 ***********************************************************************
 SS1009  DESIGNATION -  A 239
 SS1009  PID         -  SS1009
 SS1009  STATE/COUNTY-  MT/CASCADE
 SS1009  USGS QUAD   -  SIMMS (1983)
 SS1009
 SS1009                         *CURRENT SURVEY CONTROL
 SS1009  ___________________________________________________________________
 SS1009* NAD 83(1986)-  47 27 07.     (N)    111 55 31.     (W)     SCALED    
 SS1009* NAVD 88     -      1142.570  (meters)    3748.58   (feet)  ADJUSTED  
 SS1009  ___________________________________________________________________
 SS1009  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 SS1009  DYNAMIC HT  -        1142.462 (meters)    3748.23  (feet)  COMP
 SS1009  MODELED GRAV-     980,479.4   (mgal)                       NAVD 88
 SS1009
 SS1009  VERT ORDER  -  SECOND    CLASS 0
 SS1009
 SS1009.The horizontal coordinates were scaled from a topographic map and have
 SS1009.an estimated accuracy of +/- 6 seconds.
 SS1009
 SS1009.The orthometric height was determined by differential leveling
 SS1009.and adjusted by the National Geodetic Survey in June 1991..
 SS1009
 SS1009.The geoid height was determined by GEOID03.
 SS1009
 SS1009.The dynamic height is computed by dividing the NAVD 88
 SS1009.geopotential number by the normal gravity value computed on the
 SS1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1009.degrees latitude (g = 980.6199 gals.).
 SS1009
 SS1009.The modeled gravity was interpolated from observed gravity values.
 SS1009
 SS1009;                    North         East    Units  Estimated Accuracy
 SS1009;SPC MT       -   358,620.      417,240.      MT  (+/- 180 meters Scaled)
 SS1009
 SS1009                          SUPERSEDED SURVEY CONTROL
 SS1009
 SS1009  NGVD 29 (??/??/92) 1141.619  (m)         3745.46   (f) ADJ UNCH    2 0
 SS1009
 SS1009.Superseded values are not recommended for survey control.
 SS1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1009.See file dsdata.txt to determine how the superseded data were derived.
 SS1009
 SS1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT302558(NAD 83)
 SS1009_MARKER: DB = BENCH MARK DISK
 SS1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1009_STAMPING: A 239 1961
 SS1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1009+STABILITY: SURFACE MOTION
 SS1009
 SS1009  HISTORY     - Date     Condition        Report By
 SS1009  HISTORY     - 1961     MONUMENTED       CGS
 SS1009
 SS1009                          STATION DESCRIPTION
 SS1009
 SS1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1009'5.75 MI SE FROM SIMMS.
 SS1009'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1009'HIGHWAY 21 AT SIMMS, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE
 SS1009'1.5 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT THE TOP OF A HILL, AT A
 SS1009'FENCE CORNER, 80 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 SS1009'NORTH OF A FENCE CORNER, 1.5 FEET EAST OF A WITNESS POST, ABOUT 6 FEET
 SS1009'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS1009'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0152 ***********************************************************************
 TK0152  DESIGNATION -  A 24
 TK0152  PID         -  TK0152
 TK0152  STATE/COUNTY-  MT/BLAINE
 TK0152  USGS QUAD   -  LOHMAN (1964)
 TK0152
 TK0152                         *CURRENT SURVEY CONTROL
 TK0152  ___________________________________________________________________
 TK0152* NAD 83(1986)-  48 33 56.     (N)    109 27 55.     (W)     SCALED    
 TK0152* NAVD 88     -       747.501  (meters)    2452.43   (feet)  POSTED    
 TK0152  ___________________________________________________________________
 TK0152  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TK0152  DYNAMIC HT  -         747.580 (meters)    2452.69  (feet)  COMP
 TK0152  MODELED GRAV-     980,696.4   (mgal)                       NAVD 88
 TK0152
 TK0152  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0152
 TK0152.The horizontal coordinates were scaled from a topographic map and have
 TK0152.an estimated accuracy of +/- 6 seconds.
 TK0152
 TK0152.The orthometric height was determined by differential leveling
 TK0152.and adjusted by the National Geodetic Survey in 1992..
 TK0152.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0152.rate of 2.1 thru 3.0 mm/km.
 TK0152
 TK0152.The geoid height was determined by GEOID03.
 TK0152
 TK0152.The dynamic height is computed by dividing the NAVD 88
 TK0152.geopotential number by the normal gravity value computed on the
 TK0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0152.degrees latitude (g = 980.6199 gals.).
 TK0152
 TK0152.The modeled gravity was interpolated from observed gravity values.
 TK0152
 TK0152;                    North         East    Units  Estimated Accuracy
 TK0152;SPC MT       -   479,560.      602,560.      MT  (+/- 180 meters Scaled)
 TK0152
 TK0152                          SUPERSEDED SURVEY CONTROL
 TK0152
 TK0152  NGVD 29 (??/??/92)  746.755  (m)         2449.98   (f) ADJ UNCH    1 2
 TK0152
 TK0152.Superseded values are not recommended for survey control.
 TK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0152.See file dsdata.txt to determine how the superseded data were derived.
 TK0152
 TK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU132802(NAD 83)
 TK0152_MARKER: B = BOLT
 TK0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0152_SP_SET: CULVERT
 TK0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0152
 TK0152  HISTORY     - Date     Condition        Report By
 TK0152  HISTORY     - UNK      MONUMENTED       CGS
 TK0152  HISTORY     - 1934     GOOD             NGS
 TK0152  HISTORY     - 1964     MARK NOT FOUND   USGS
 TK0152
 TK0152                          STATION DESCRIPTION
 TK0152
 TK0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TK0152'3.4 MI W FROM LOHMAN.
 TK0152'3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM LOHMAN, BLAINE
 TK0152'COUNTY, 0.1 MILE WEST OF MILEPOST 420, AT CULVERT 572, AND IN THE TOP
 TK0152'OF THE NORTH HEADWALL.  A 3/8-INCH COPPER BOLT FLANKED BY THE LETTERS
 TK0152'US.
 TK0152
 TK0152                          STATION RECOVERY (1964)
 TK0152
 TK0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TK0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0590 ***********************************************************************
 SS0590  DESIGNATION -  A 240
 SS0590  PID         -  SS0590
 SS0590  STATE/COUNTY-  MT/CASCADE
 SS0590  USGS QUAD   -  MANCHESTER (1994)
 SS0590
 SS0590                         *CURRENT SURVEY CONTROL
 SS0590  ___________________________________________________________________
 SS0590* NAD 83(1986)-  47 32 21.     (N)    111 26 31.     (W)     SCALED    
 SS0590* NAVD 88     -      1024.886  (meters)    3362.48   (feet)  ADJUSTED  
 SS0590  ___________________________________________________________________
 SS0590  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SS0590  DYNAMIC HT  -        1024.831 (meters)    3362.30  (feet)  COMP
 SS0590  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 SS0590
 SS0590  VERT ORDER  -  FIRST     CLASS II
 SS0590
 SS0590.The horizontal coordinates were scaled from a topographic map and have
 SS0590.an estimated accuracy of +/- 6 seconds.
 SS0590
 SS0590.The orthometric height was determined by differential leveling
 SS0590.and adjusted by the National Geodetic Survey in June 1991..
 SS0590
 SS0590.The geoid height was determined by GEOID03.
 SS0590
 SS0590.The dynamic height is computed by dividing the NAVD 88
 SS0590.geopotential number by the normal gravity value computed on the
 SS0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0590.degrees latitude (g = 980.6199 gals.).
 SS0590
 SS0590.The modeled gravity was interpolated from observed gravity values.
 SS0590
 SS0590;                    North         East    Units  Estimated Accuracy
 SS0590;SPC MT       -   367,300.      453,890.      MT  (+/- 180 meters Scaled)
 SS0590
 SS0590                          SUPERSEDED SURVEY CONTROL
 SS0590
 SS0590  NGVD 29 (??/??/92) 1023.979  (m)         3359.50   (f) ADJ UNCH    1 2
 SS0590
 SS0590.Superseded values are not recommended for survey control.
 SS0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0590.See file dsdata.txt to determine how the superseded data were derived.
 SS0590
 SS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT667651(NAD 83)
 SS0590_MARKER: DB = BENCH MARK DISK
 SS0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0590_STAMPING: A 240 1961
 SS0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0590+STABILITY: SURFACE MOTION
 SS0590
 SS0590  HISTORY     - Date     Condition        Report By
 SS0590  HISTORY     - 1961     MONUMENTED       CGS
 SS0590  HISTORY     - 1979     GOOD             NGS
 SS0590
 SS0590                          STATION DESCRIPTION
 SS0590
 SS0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0590'5.15 MI SE FROM VAUGHN.
 SS0590'5.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0590'AT VAUGHN, 6.7 MILES NORTHWEST OF GREAT FALLS, 305 FEET
 SS0590'NORTH-NORTHWEST OF MILEPOST 7, 103 FEET NORTH-NORTHEAST OF THE
 SS0590'NORTH-NORTHEAST RAIL, 51 FEET NORTH-NORTHEAST OF A FENCE CORNER, 3 1/2
 SS0590'FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 1.5 FEET WEST-NORTHWEST OF A
 SS0590'FENCE, 1.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 SS0590'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS0590'FOOT ABOVE THE GROUND.
 SS0590
 SS0590                          STATION RECOVERY (1979)
 SS0590
 SS0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1064 ***********************************************************************
 SS1064  DESIGNATION -  A 241
 SS1064  PID         -  SS1064
 SS1064  STATE/COUNTY-  MT/CASCADE
 SS1064  USGS QUAD   -  POWER (1983)
 SS1064
 SS1064                         *CURRENT SURVEY CONTROL
 SS1064  ___________________________________________________________________
 SS1064* NAD 83(1986)-  47 37 45.     (N)    111 38 48.     (W)     SCALED    
 SS1064* NAVD 88     -      1061.287  (meters)    3481.91   (feet)  ADJUSTED  
 SS1064  ___________________________________________________________________
 SS1064  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1064  DYNAMIC HT  -        1061.218 (meters)    3481.68  (feet)  COMP
 SS1064  MODELED GRAV-     980,510.9   (mgal)                       NAVD 88
 SS1064
 SS1064  VERT ORDER  -  FIRST     CLASS II
 SS1064
 SS1064.The horizontal coordinates were scaled from a topographic map and have
 SS1064.an estimated accuracy of +/- 6 seconds.
 SS1064
 SS1064.The orthometric height was determined by differential leveling
 SS1064.and adjusted by the National Geodetic Survey in June 1991..
 SS1064
 SS1064.The geoid height was determined by GEOID03.
 SS1064
 SS1064.The dynamic height is computed by dividing the NAVD 88
 SS1064.geopotential number by the normal gravity value computed on the
 SS1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1064.degrees latitude (g = 980.6199 gals.).
 SS1064
 SS1064.The modeled gravity was interpolated from observed gravity values.
 SS1064
 SS1064;                    North         East    Units  Estimated Accuracy
 SS1064;SPC MT       -   377,700.      438,770.      MT  (+/- 180 meters Scaled)
 SS1064
 SS1064                          SUPERSEDED SURVEY CONTROL
 SS1064
 SS1064  NGVD 29 (??/??/92) 1060.355  (m)         3478.85   (f) ADJ UNCH    1 2
 SS1064
 SS1064.Superseded values are not recommended for survey control.
 SS1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1064.See file dsdata.txt to determine how the superseded data were derived.
 SS1064
 SS1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT514752(NAD 83)
 SS1064_MARKER: DB = BENCH MARK DISK
 SS1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1064_STAMPING: A 241 1961
 SS1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1064+STABILITY: SURFACE MOTION
 SS1064
 SS1064  HISTORY     - Date     Condition        Report By
 SS1064  HISTORY     - 1961     MONUMENTED       CGS
 SS1064
 SS1064                          STATION DESCRIPTION
 SS1064
 SS1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1064'6.75 MI NW FROM VAUGHN.
 SS1064'6.75 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1064'AT VAUGHN, 92 FEET SOUTH-SOUTHWEST OF AND ACROSS THE TRACK FROM
 SS1064'MILEPOST 19, 152 FEET EAST-NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 SS1064'CROSSING, 76.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 34 FEET
 SS1064'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 14 FEET NORTHEAST OF A FENCE, 4
 SS1064'FEET WEST OF TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A WITNESS POST,
 SS1064'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SS1064'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0957 ***********************************************************************
 SS0957  DESIGNATION -  A 242
 SS0957  PID         -  SS0957
 SS0957  STATE/COUNTY-  MT/CASCADE
 SS0957  USGS QUAD   -  ULM (1994)
 SS0957
 SS0957                         *CURRENT SURVEY CONTROL
 SS0957  ___________________________________________________________________
 SS0957* NAD 83(1986)-  47 29 40.     (N)    111 36 09.     (W)     SCALED    
 SS0957* NAVD 88     -      1101.765  (meters)    3614.71   (feet)  ADJUSTED  
 SS0957  ___________________________________________________________________
 SS0957  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 SS0957  DYNAMIC HT  -        1101.679 (meters)    3614.43  (feet)  COMP
 SS0957  MODELED GRAV-     980,496.1   (mgal)                       NAVD 88
 SS0957
 SS0957  VERT ORDER  -  SECOND    CLASS 0
 SS0957
 SS0957.The horizontal coordinates were scaled from a topographic map and have
 SS0957.an estimated accuracy of +/- 6 seconds.
 SS0957
 SS0957.The orthometric height was determined by differential leveling
 SS0957.and adjusted by the National Geodetic Survey in June 1991..
 SS0957
 SS0957.The geoid height was determined by GEOID03.
 SS0957
 SS0957.The dynamic height is computed by dividing the NAVD 88
 SS0957.geopotential number by the normal gravity value computed on the
 SS0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0957.degrees latitude (g = 980.6199 gals.).
 SS0957
 SS0957.The modeled gravity was interpolated from observed gravity values.
 SS0957
 SS0957;                    North         East    Units  Estimated Accuracy
 SS0957;SPC MT       -   362,640.      441,680.      MT  (+/- 180 meters Scaled)
 SS0957
 SS0957                          SUPERSEDED SURVEY CONTROL
 SS0957
 SS0957  NGVD 29 (??/??/92) 1100.839  (m)         3611.67   (f) ADJ UNCH    2 0
 SS0957
 SS0957.Superseded values are not recommended for survey control.
 SS0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0957.See file dsdata.txt to determine how the superseded data were derived.
 SS0957
 SS0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT546602(NAD 83)
 SS0957_MARKER: DB = BENCH MARK DISK
 SS0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0957_STAMPING: A 242 1961
 SS0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0957+STABILITY: SURFACE MOTION
 SS0957
 SS0957  HISTORY     - Date     Condition        Report By
 SS0957  HISTORY     - 1961     MONUMENTED       CGS
 SS0957
 SS0957                          STATION DESCRIPTION
 SS0957
 SS0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0957'8.25 MI SE FROM SUN RIVER.
 SS0957'2.75 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0957'AT SUN RIVER, THENCE 5.5 MILES EAST ALONG A GRAVEL ROAD, ACROSS THE
 SS0957'ROAD FROM A T FENCE JUNCTION, 45 FEET SOUTH OF THE CENTER LINE OF THE
 SS0957'ROAD, 28 FEET EAST OF THE EAST POST OF A BRACE IN FENCE LINE, 2.0 FEET
 SS0957'NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST, ABOUT 2 1/2 FEET
 SS0957'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0957'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0805 ***********************************************************************
 SS0805  DESIGNATION -  A 243
 SS0805  PID         -  SS0805
 SS0805  STATE/COUNTY-  MT/CASCADE
 SS0805  USGS QUAD   -  STOCKETT (1965)
 SS0805
 SS0805                         *CURRENT SURVEY CONTROL
 SS0805  ___________________________________________________________________
 SS0805* NAD 83(1986)-  47 17 58.     (N)    111 11 10.     (W)     SCALED    
 SS0805* NAVD 88     -      1198.827  (meters)    3933.15   (feet)  ADJUSTED  
 SS0805  ___________________________________________________________________
 SS0805  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SS0805  DYNAMIC HT  -        1198.680 (meters)    3932.67  (feet)  COMP
 SS0805  MODELED GRAV-     980,448.6   (mgal)                       NAVD 88
 SS0805
 SS0805  VERT ORDER  -  SECOND    CLASS 0
 SS0805
 SS0805.The horizontal coordinates were scaled from a topographic map and have
 SS0805.an estimated accuracy of +/- 6 seconds.
 SS0805
 SS0805.The orthometric height was determined by differential leveling
 SS0805.and adjusted by the National Geodetic Survey in June 1991..
 SS0805
 SS0805.The geoid height was determined by GEOID03.
 SS0805
 SS0805.The dynamic height is computed by dividing the NAVD 88
 SS0805.geopotential number by the normal gravity value computed on the
 SS0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0805.degrees latitude (g = 980.6199 gals.).
 SS0805
 SS0805.The modeled gravity was interpolated from observed gravity values.
 SS0805
 SS0805;                    North         East    Units  Estimated Accuracy
 SS0805;SPC MT       -   340,220.      472,570.      MT  (+/- 180 meters Scaled)
 SS0805
 SS0805                          SUPERSEDED SURVEY CONTROL
 SS0805
 SS0805  NGVD 29 (??/??/92) 1197.871  (m)         3930.02   (f) ADJ UNCH    2 0
 SS0805
 SS0805.Superseded values are not recommended for survey control.
 SS0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0805.See file dsdata.txt to determine how the superseded data were derived.
 SS0805
 SS0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT859384(NAD 83)
 SS0805_MARKER: DB = BENCH MARK DISK
 SS0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0805_SP_SET: CULVERT
 SS0805_STAMPING: A 243 1961
 SS0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0805
 SS0805  HISTORY     - Date     Condition        Report By
 SS0805  HISTORY     - 1961     MONUMENTED       CGS
 SS0805
 SS0805                          STATION DESCRIPTION
 SS0805
 SS0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0805'5.6 MI NE FROM EDEN.
 SS0805'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0805'EDEN, THENCE 3.1 MILES NORTHEAST ALONG A COUNTY ROAD, ON THE OUTSIDE
 SS0805'OF A CURVE, SET VERTICALLY IN THE SOUTH FACE OF A 6 BY 8 FOOT OUTCROP
 SS0805'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 24 FEET SOUTHEAST OF THE
 SS0805'CENTER LINE OF THE ROAD, 125 FEET SOUTHWEST OF THE SOUTHEAST END OF
 SS0805'THE SOUTHWEST ONE OF 2 72-INCH CORRUGATED METAL PIPE CULVERTS, 15 FEET
 SS0805'NORTHWEST OF A FENCE, 2 FEET ABOVE THE GROUND, AND ABOUT 2 FEET LOWER
 SS0805'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0924 ***********************************************************************
 SS0924  DESIGNATION -  A 244
 SS0924  PID         -  SS0924
 SS0924  STATE/COUNTY-  MT/CASCADE
 SS0924  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0924
 SS0924                         *CURRENT SURVEY CONTROL
 SS0924  ___________________________________________________________________
 SS0924* NAD 83(1986)-  47 10 28.     (N)    111 34 35.     (W)     SCALED    
 SS0924* NAVD 88     -      1168.396  (meters)    3833.31   (feet)  ADJUSTED  
 SS0924  ___________________________________________________________________
 SS0924  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 SS0924  DYNAMIC HT  -        1168.238 (meters)    3832.79  (feet)  COMP
 SS0924  MODELED GRAV-     980,437.8   (mgal)                       NAVD 88
 SS0924
 SS0924  VERT ORDER  -  SECOND    CLASS 0
 SS0924
 SS0924.The horizontal coordinates were scaled from a topographic map and have
 SS0924.an estimated accuracy of +/- 6 seconds.
 SS0924
 SS0924.The orthometric height was determined by differential leveling
 SS0924.and adjusted by the National Geodetic Survey in June 1991..
 SS0924
 SS0924.The geoid height was determined by GEOID03.
 SS0924
 SS0924.The dynamic height is computed by dividing the NAVD 88
 SS0924.geopotential number by the normal gravity value computed on the
 SS0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0924.degrees latitude (g = 980.6199 gals.).
 SS0924
 SS0924.The modeled gravity was interpolated from observed gravity values.
 SS0924
 SS0924;                    North         East    Units  Estimated Accuracy
 SS0924;SPC MT       -   327,040.      442,710.      MT  (+/- 180 meters Scaled)
 SS0924
 SS0924                          SUPERSEDED SURVEY CONTROL
 SS0924
 SS0924  NGVD 29 (??/??/92) 1167.438  (m)         3830.17   (f) ADJ UNCH    2 0
 SS0924
 SS0924.Superseded values are not recommended for survey control.
 SS0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0924.See file dsdata.txt to determine how the superseded data were derived.
 SS0924
 SS0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT563247(NAD 83)
 SS0924_MARKER: DB = BENCH MARK DISK
 SS0924_SETTING: 66 = SET IN ROCK OUTCROP
 SS0924_SP_SET: OUTCROP
 SS0924_STAMPING: A 244 1961
 SS0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0924+STABILITY: POSITION/ELEVATION WELL
 SS0924
 SS0924  HISTORY     - Date     Condition        Report By
 SS0924  HISTORY     - 1961     MONUMENTED       CGS
 SS0924
 SS0924                          STATION DESCRIPTION
 SS0924
 SS0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0924'11.55 MI SE FROM CASCADE.
 SS0924'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0924'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0924'ROAD, THENCE 5.25 MILES SOUTH ALONG A COUNTY ROAD, NEAR THE T JUNCTION
 SS0924'OF FENCES, 48 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN
 SS0924'THE TOP OF AN OUTCROP, 13 FEET EAST-SOUTHEAST OF A FENCE, 13 FEET
 SS0924'EAST-SOUTHEAST OF A WITNESS POST, 15 FEET SOUTH-SOUTHEAST OF A
 SS0924'TELEPHONE POLE, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0628 ***********************************************************************
 SS0628  DESIGNATION -  A 245
 SS0628  PID         -  SS0628
 SS0628  STATE/COUNTY-  MT/CHOUTEAU
 SS0628  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS0628
 SS0628                         *CURRENT SURVEY CONTROL
 SS0628  ___________________________________________________________________
 SS0628* NAD 83(1986)-  47 47 05.     (N)    111 09 17.     (W)     SCALED    
 SS0628* NAVD 88     -      1004.684  (meters)    3296.20   (feet)  ADJUSTED  
 SS0628  ___________________________________________________________________
 SS0628  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 SS0628  DYNAMIC HT  -        1004.667 (meters)    3296.14  (feet)  COMP
 SS0628  MODELED GRAV-     980,560.7   (mgal)                       NAVD 88
 SS0628
 SS0628  VERT ORDER  -  SECOND    CLASS 0
 SS0628
 SS0628.The horizontal coordinates were scaled from a topographic map and have
 SS0628.an estimated accuracy of +/- 6 seconds.
 SS0628
 SS0628.The orthometric height was determined by differential leveling
 SS0628.and adjusted by the National Geodetic Survey in June 1991..
 SS0628
 SS0628.The geoid height was determined by GEOID03.
 SS0628
 SS0628.The dynamic height is computed by dividing the NAVD 88
 SS0628.geopotential number by the normal gravity value computed on the
 SS0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0628.degrees latitude (g = 980.6199 gals.).
 SS0628
 SS0628.The modeled gravity was interpolated from observed gravity values.
 SS0628
 SS0628;                    North         East    Units  Estimated Accuracy
 SS0628;SPC MT       -   394,080.      476,080.      MT  (+/- 180 meters Scaled)
 SS0628
 SS0628                          SUPERSEDED SURVEY CONTROL
 SS0628
 SS0628  NGVD 29 (??/??/92) 1003.788  (m)         3293.26   (f) ADJ UNCH    2 0
 SS0628
 SS0628.Superseded values are not recommended for survey control.
 SS0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0628.See file dsdata.txt to determine how the superseded data were derived.
 SS0628
 SS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT884923(NAD 83)
 SS0628_MARKER: DB = BENCH MARK DISK
 SS0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0628_STAMPING: A 245 1961
 SS0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0628+STABILITY: SURFACE MOTION
 SS0628
 SS0628  HISTORY     - Date     Condition        Report By
 SS0628  HISTORY     - 1961     MONUMENTED       CGS
 SS0628
 SS0628                          STATION DESCRIPTION
 SS0628
 SS0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0628'9.65 MI W FROM CARTER.
 SS0628'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0628'CARTER, THENCE 9.15 MILES WEST ALONG A COUNTY ROAD, 75 FEET
 SS0628'SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH
 SS0628'TRACK ROAD, 73 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET EAST
 SS0628'OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET SOUTH OF TELEPHONE POLE H
 SS0628'138, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE
 SS0628'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SS0628'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1150 ***********************************************************************
 SS1150  DESIGNATION -  A 246
 SS1150  PID         -  SS1150
 SS1150  STATE/COUNTY-  MT/TETON
 SS1150  USGS QUAD   -  DUTTON SE (1987)
 SS1150
 SS1150                         *CURRENT SURVEY CONTROL
 SS1150  ___________________________________________________________________
 SS1150* NAD 83(1986)-  47 50 35.     (N)    111 36 06.     (W)     SCALED    
 SS1150* NAVD 88     -      1098.352  (meters)    3603.51   (feet)  ADJUSTED  
 SS1150  ___________________________________________________________________
 SS1150  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS1150  DYNAMIC HT  -        1098.314 (meters)    3603.39  (feet)  COMP
 SS1150  MODELED GRAV-     980,539.7   (mgal)                       NAVD 88
 SS1150
 SS1150  VERT ORDER  -  SECOND    CLASS 0
 SS1150
 SS1150.The horizontal coordinates were scaled from a topographic map and have
 SS1150.an estimated accuracy of +/- 6 seconds.
 SS1150
 SS1150.The orthometric height was determined by differential leveling
 SS1150.and adjusted by the National Geodetic Survey in June 1991..
 SS1150
 SS1150.The geoid height was determined by GEOID03.
 SS1150
 SS1150.The dynamic height is computed by dividing the NAVD 88
 SS1150.geopotential number by the normal gravity value computed on the
 SS1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1150.degrees latitude (g = 980.6199 gals.).
 SS1150
 SS1150.The modeled gravity was interpolated from observed gravity values.
 SS1150
 SS1150;                    North         East    Units  Estimated Accuracy
 SS1150;SPC MT       -   401,360.      442,790.      MT  (+/- 180 meters Scaled)
 SS1150
 SS1150                          SUPERSEDED SURVEY CONTROL
 SS1150
 SS1150  NGVD 29 (??/??/92) 1097.428  (m)         3600.48   (f) ADJ UNCH    2 0
 SS1150
 SS1150.Superseded values are not recommended for survey control.
 SS1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1150.See file dsdata.txt to determine how the superseded data were derived.
 SS1150
 SS1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT549990(NAD 83)
 SS1150_MARKER: DB = BENCH MARK DISK
 SS1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1150_STAMPING: A 246 1961
 SS1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1150+STABILITY: SURFACE MOTION
 SS1150
 SS1150  HISTORY     - Date     Condition        Report By
 SS1150  HISTORY     - 1961     MONUMENTED       CGS
 SS1150
 SS1150                          STATION DESCRIPTION
 SS1150
 SS1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1150'5.75 MI E FROM DUTTON.
 SS1150'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1150'AT DUTTON, THENCE 5.4 MILES EAST ALONG A COUNTY ROAD, AT A FENCE
 SS1150'CORNER, 68 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF
 SS1150'THE EAST END OF A CONCRETE CULVERT, 6 1/2 FEET EAST-NORTHEAST OF A
 SS1150'FENCE CORNER, 1.5 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS
 SS1150'POST, ABOUT 3 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SS1150'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0288 ***********************************************************************
 ST0288  DESIGNATION -  A 248
 ST0288  PID         -  ST0288
 ST0288  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0288  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0288
 ST0288                         *CURRENT SURVEY CONTROL
 ST0288  ___________________________________________________________________
 ST0288* NAD 83(1986)-  47 24 59.     (N)    112 14 58.     (W)     SCALED    
 ST0288* NAVD 88     -      1243.618  (meters)    4080.10   (feet)  ADJUSTED  
 ST0288  ___________________________________________________________________
 ST0288  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 ST0288  DYNAMIC HT  -        1243.450 (meters)    4079.55  (feet)  COMP
 ST0288  MODELED GRAV-     980,434.9   (mgal)                       NAVD 88
 ST0288
 ST0288  VERT ORDER  -  SECOND    CLASS 0
 ST0288
 ST0288.The horizontal coordinates were scaled from a topographic map and have
 ST0288.an estimated accuracy of +/- 6 seconds.
 ST0288
 ST0288.The orthometric height was determined by differential leveling
 ST0288.and adjusted by the National Geodetic Survey in June 1991..
 ST0288
 ST0288.The geoid height was determined by GEOID03.
 ST0288
 ST0288.The dynamic height is computed by dividing the NAVD 88
 ST0288.geopotential number by the normal gravity value computed on the
 ST0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0288.degrees latitude (g = 980.6199 gals.).
 ST0288
 ST0288.The modeled gravity was interpolated from observed gravity values.
 ST0288
 ST0288;                    North         East    Units  Estimated Accuracy
 ST0288;SPC MT       -   355,480.      392,680.      MT  (+/- 180 meters Scaled)
 ST0288
 ST0288                          SUPERSEDED SURVEY CONTROL
 ST0288
 ST0288  NGVD 29 (??/??/92) 1242.616  (m)         4076.82   (f) ADJ UNCH    2 0
 ST0288
 ST0288.Superseded values are not recommended for survey control.
 ST0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0288.See file dsdata.txt to determine how the superseded data were derived.
 ST0288
 ST0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT057521(NAD 83)
 ST0288_MARKER: DB = BENCH MARK DISK
 ST0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0288_SP_SET: FOUNDATION
 ST0288_STAMPING: A 248 1961
 ST0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0288
 ST0288  HISTORY     - Date     Condition        Report By
 ST0288  HISTORY     - 1961     MONUMENTED       CGS
 ST0288
 ST0288                          STATION DESCRIPTION
 ST0288
 ST0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0288'10.35 MI SE FROM AUGUSTA.
 ST0288'5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0288'AUGUSTA, THENCE 4.8 MILES EAST ALONG A COUNTY ROAD, AT THE JUNCTION OF
 ST0288'A PRIVATE ROAD LEADING SOUTH, IN THE TOP OF THE NORTH END OF THE EAST
 ST0288'CONCRETE SUPPORT OF THE CONCRETE FOUNDATION OF A CATTLE GUARD, 35 FEET
 ST0288'SOUTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET EAST OF THE CENTER OF
 ST0288'THE CATTLE GUARD, 3.0 FEET NORTH OF A FENCE, 3.0 FEET WEST OF THE
 ST0288'NORTHEAST CORNER OF THE FOUNDATION, AND ABOUT 0.7 FOOT LOWER THAN THE
 ST0288'TOP OF CATTLE GUARD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1175 ***********************************************************************
 SS1175  DESIGNATION -  A 249 RESET
 SS1175  PID         -  SS1175
 SS1175  STATE/COUNTY-  MT/CASCADE
 SS1175  USGS QUAD   -  VAUGHN (1994)
 SS1175
 SS1175                         *CURRENT SURVEY CONTROL
 SS1175  ___________________________________________________________________
 SS1175* NAD 83(1986)-  47 34 53.     (N)    111 33 12.     (W)     SCALED    
 SS1175* NAVD 88     -      1035.02   (meters)    3395.7    (feet)  RESET     
 SS1175  ___________________________________________________________________
 SS1175  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS1175
 SS1175  VERT ORDER  -  THIRD
 SS1175
 SS1175.The horizontal coordinates were scaled from a topographic map and have
 SS1175.an estimated accuracy of +/- 6 seconds.
 SS1175
 SS1175.The orthometric height was computed from unverified reset data.
 SS1175
 SS1175.The geoid height was determined by GEOID03.
 SS1175
 SS1175;                    North         East    Units  Estimated Accuracy
 SS1175;SPC MT       -   372,200.      445,640.      MT  (+/- 180 meters Scaled)
 SS1175
 SS1175                          SUPERSEDED SURVEY CONTROL
 SS1175
 SS1175.No superseded survey control is available for this station.
 SS1175
 SS1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT583699(NAD 83)
 SS1175_MARKER: DB = BENCH MARK DISK
 SS1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1175_STAMPING: A 249 RESET 1971
 SS1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1175+STABILITY: SURFACE MOTION
 SS1175
 SS1175  HISTORY     - Date     Condition        Report By
 SS1175  HISTORY     - 1971     MONUMENTED       MTDH
 SS1175
 SS1175                          STATION DESCRIPTION
 SS1175
 SS1175'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1971
 SS1175'1.55 MI NW FROM VAUGHN.
 SS1175'1.55 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 15 FROM THE CENTER OF
 SS1175'THE OVERHEAD STRUCTURE AT VAUGHN, 300 FEET WEST-NORTH-WEST OF A
 SS1175'CONCRETE STRUCTURE ON THE SOUTH BOUND LANE, 214 FEET LEFT OF HIGHWAY
 SS1175'CENTER LINE STATION 1298+25, 17 FEET SOUTHEAST OF POWER LINE POLE
 SS1175'15/55, 3 FEET EAST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 SS1175'POST 0.2 FOOT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0059 ***********************************************************************
 TH0059  DESIGNATION -  A 250
 TH0059  PID         -  TH0059
 TH0059  STATE/COUNTY-  MT/ROOSEVELT
 TH0059  USGS QUAD   -  BAINVILLE (1983)
 TH0059
 TH0059                         *CURRENT SURVEY CONTROL
 TH0059  ___________________________________________________________________
 TH0059* NAD 83(1986)-  48 08 47.     (N)    104 10 52.     (W)     SCALED    
 TH0059* NAVD 88     -       602.489  (meters)    1976.67   (feet)  ADJUSTED  
 TH0059  ___________________________________________________________________
 TH0059  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 TH0059  DYNAMIC HT  -         602.560 (meters)    1976.90  (feet)  COMP
 TH0059  MODELED GRAV-     980,710.5   (mgal)                       NAVD 88
 TH0059
 TH0059  VERT ORDER  -  SECOND    CLASS 0
 TH0059
 TH0059.The horizontal coordinates were scaled from a topographic map and have
 TH0059.an estimated accuracy of +/- 6 seconds.
 TH0059
 TH0059.The orthometric height was determined by differential leveling
 TH0059.and adjusted by the National Geodetic Survey in June 1991..
 TH0059
 TH0059.The geoid height was determined by GEOID03.
 TH0059
 TH0059.The dynamic height is computed by dividing the NAVD 88
 TH0059.geopotential number by the normal gravity value computed on the
 TH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0059.degrees latitude (g = 980.6199 gals.).
 TH0059
 TH0059.The modeled gravity was interpolated from observed gravity values.
 TH0059
 TH0059;                    North         East    Units  Estimated Accuracy
 TH0059;SPC MT       -   446,390.      995,330.      MT  (+/- 180 meters Scaled)
 TH0059
 TH0059                          SUPERSEDED SURVEY CONTROL
 TH0059
 TH0059  NGVD 29 (??/??/92)  601.953  (m)         1974.91   (f) ADJ UNCH    2 0
 TH0059
 TH0059.Superseded values are not recommended for survey control.
 TH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0059.See file dsdata.txt to determine how the superseded data were derived.
 TH0059
 TH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP609328(NAD 83)
 TH0059_MARKER: DB = BENCH MARK DISK
 TH0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0059_STAMPING: A-250 1935
 TH0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0059+STABILITY: SURFACE MOTION
 TH0059
 TH0059  HISTORY     - Date     Condition        Report By
 TH0059  HISTORY     - 1935     MONUMENTED       CGS
 TH0059  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0059  HISTORY     - 1981     MARK NOT FOUND   NGS
 TH0059
 TH0059                          STATION DESCRIPTION
 TH0059
 TH0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0059'1.7 MI E FROM BAINVILLE.
 TH0059'1.7 MILES EAST OF THE DEPOT.  ALONG U.S. HIGHWAY NO. 2.  AT JUNCTION
 TH0059'OF PRIVATE ROAD LEADING SOUTH INTO FIELD.  SET IN LINE OF POWER LINE
 TH0059'POLES, 46 FEET SOUTH OF CENTERLINE OF THE HIGHWAY.  15 FEET WEST OF
 TH0059'CENTERLINE OF FIELD GATE.  4 FEET SOUTH OF RIGHT-OF-WAY FENCE.  2 FEET
 TH0059'BELOW ROAD LEVEL.
 TH0059
 TH0059                          STATION RECOVERY (1977)
 TH0059
 TH0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0059'MARK NOT FOUND.
 TH0059
 TH0059                          STATION RECOVERY (1981)
 TH0059
 TH0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0059'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0057 ***********************************************************************
 TH0057  DESIGNATION -  A 251
 TH0057  PID         -  TH0057
 TH0057  STATE/COUNTY-  MT/ROOSEVELT
 TH0057  USGS QUAD   -  BULL BUTTE (1989)
 TH0057
 TH0057                         *CURRENT SURVEY CONTROL
 TH0057  ___________________________________________________________________
 TH0057* NAD 83(1986)-  48 20 34.     (N)    104 02 48.     (W)     SCALED    
 TH0057* NAVD 88     -       744.481  (meters)    2442.52   (feet)  ADJUSTED  
 TH0057  ___________________________________________________________________
 TH0057  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 TH0057  DYNAMIC HT  -         744.562 (meters)    2442.78  (feet)  COMP
 TH0057  MODELED GRAV-     980,695.5   (mgal)                       NAVD 88
 TH0057
 TH0057  VERT ORDER  -  SECOND    CLASS 0
 TH0057
 TH0057.The horizontal coordinates were scaled from a topographic map and have
 TH0057.an estimated accuracy of +/- 6 seconds.
 TH0057
 TH0057.The orthometric height was determined by differential leveling
 TH0057.and adjusted by the National Geodetic Survey in June 1991..
 TH0057
 TH0057.The geoid height was determined by GEOID03.
 TH0057
 TH0057.The dynamic height is computed by dividing the NAVD 88
 TH0057.geopotential number by the normal gravity value computed on the
 TH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0057.degrees latitude (g = 980.6199 gals.).
 TH0057
 TH0057.The modeled gravity was interpolated from observed gravity values.
 TH0057
 TH0057;                    North         East    Units  Estimated Accuracy
 TH0057;SPC MT       -   468,860.    1,003,790.      MT  (+/- 180 meters Scaled)
 TH0057
 TH0057                          SUPERSEDED SURVEY CONTROL
 TH0057
 TH0057  NGVD 29 (??/??/92)  743.940  (m)         2440.74   (f) ADJ UNCH    2 0
 TH0057
 TH0057.Superseded values are not recommended for survey control.
 TH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0057.See file dsdata.txt to determine how the superseded data were derived.
 TH0057
 TH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP706548(NAD 83)
 TH0057_MARKER: DB = BENCH MARK DISK
 TH0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0057_STAMPING: A-251 1935
 TH0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0057+STABILITY: SURFACE MOTION
 TH0057
 TH0057  HISTORY     - Date     Condition        Report By
 TH0057  HISTORY     - 1935     MONUMENTED       CGS
 TH0057
 TH0057                          STATION DESCRIPTION
 TH0057
 TH0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0057'25.6 MI S FROM GRENORA, ND.
 TH0057'25.6 MILES S OF DEPOT ALONG THE MONTANA-NORTH DAKOTA LINE.  81 FEET
 TH0057'WEST OF THE BOUNDARY.  AT NORTH EAST CORNER OF SEC. 21, T-30, R-59.
 TH0057'SET 78 FEET WEST OF NORTH-SOUTH FENCE ON MONTANA SIDE.  3 FEET NORTH
 TH0057'OF EAST-WEST SECTION LINE FENCE AND LINE OF EAST-WEST FENCE, CONTINUED
 TH0057'ON NORTH DAKOTA SIDE.  6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0223 ***********************************************************************
 SP0223  DESIGNATION -  A 252
 SP0223  PID         -  SP0223
 SP0223  STATE/COUNTY-  MT/MCCONE
 SP0223  USGS QUAD   -  NORTH FORK HORSE CREEK (1983)
 SP0223
 SP0223                         *CURRENT SURVEY CONTROL
 SP0223  ___________________________________________________________________
 SP0223* NAD 83(1986)-  47 31 44.     (N)    105 48 36.     (W)     SCALED    
 SP0223* NAVD 88     -       792.931  (meters)    2601.47   (feet)  ADJUSTED  
 SP0223  ___________________________________________________________________
 SP0223  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SP0223  DYNAMIC HT  -         792.950 (meters)    2601.54  (feet)  COMP
 SP0223  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 SP0223
 SP0223  VERT ORDER  -  SECOND    CLASS 0
 SP0223
 SP0223.The horizontal coordinates were scaled from a topographic map and have
 SP0223.an estimated accuracy of +/- 6 seconds.
 SP0223
 SP0223.The orthometric height was determined by differential leveling
 SP0223.and adjusted by the National Geodetic Survey in June 1991..
 SP0223
 SP0223.The geoid height was determined by GEOID03.
 SP0223
 SP0223.The dynamic height is computed by dividing the NAVD 88
 SP0223.geopotential number by the normal gravity value computed on the
 SP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0223.degrees latitude (g = 980.6199 gals.).
 SP0223
 SP0223.The modeled gravity was interpolated from observed gravity values.
 SP0223
 SP0223;                    North         East    Units  Estimated Accuracy
 SP0223;SPC MT       -   370,880.      877,610.      MT  (+/- 180 meters Scaled)
 SP0223
 SP0223                          SUPERSEDED SURVEY CONTROL
 SP0223
 SP0223  NGVD 29 (??/??/92)  792.307  (m)         2599.43   (f) ADJ UNCH    2 0
 SP0223
 SP0223.Superseded values are not recommended for survey control.
 SP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0223.See file dsdata.txt to determine how the superseded data were derived.
 SP0223
 SP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN390642(NAD 83)
 SP0223_MARKER: DB = BENCH MARK DISK
 SP0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0223_STAMPING: A 252 1935
 SP0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0223+STABILITY: SURFACE MOTION
 SP0223
 SP0223  HISTORY     - Date     Condition        Report By
 SP0223  HISTORY     - 1935     MONUMENTED       CGS
 SP0223  HISTORY     - 1977     GOOD             USGS
 SP0223
 SP0223                          STATION DESCRIPTION
 SP0223
 SP0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0223'10.2 MI SE FROM WELDON.
 SP0223'10.2 MILES SOUTHEAST ALONG THE CIRCLE ROAD FROM THE POST OFFICE AT
 SP0223'WELDON, MCCONE COUNTY, 1/2 MILE NORTH OF A SCHOOLHOUSE, AT THE
 SP0223'NORTHWEST CORNER OF SEC. 1, T. 20 N., R. 46 E., AT THE EAST END OF A
 SP0223'CORRECTION LINE JOG, 66 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD
 SP0223'FROM POINT OF CURVE, 27 FEET EAST OF THE CENTERLINE OF THE ROAD TO
 SP0223'SOUTH, 18 FEET SOUTH OF THE CENTER OF A GATE, 2 FEET WEST OF THE
 SP0223'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 SP0223'A 252 1935 AND SET IN THE TOP OF A CONCRETE POST.
 SP0223
 SP0223                          STATION RECOVERY (1977)
 SP0223
 SP0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0223'7.7 MI. SE ALONG THE CIRCLE ROAD FROM WELDON JCT., 1/2 MI. NORTH OF A
 SP0223'SCHOOL HOUSE (NOT IN USE), AT THE NW CORNER OF SEC. 1, T. 20 N., R.
 SP0223'46 E., AT THE EAST END OF A CORRECTION LINE JOG, 6 FT. NORTH OF C/L
 SP0223'OF A TRACK ROAD. A STANDARD DISK STAMPED A 252 1935 AND SET IN THE
 SP0223'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0056 ***********************************************************************
 SQ0056  DESIGNATION -  A 253
 SQ0056  PID         -  SQ0056
 SQ0056  STATE/COUNTY-  MT/MCCONE
 SQ0056  USGS QUAD   -  CROW SPRINGS (1973)
 SQ0056
 SQ0056                         *CURRENT SURVEY CONTROL
 SQ0056  ___________________________________________________________________
 SQ0056* NAD 83(1986)-  47 42 41.     (N)    106 04 39.     (W)     SCALED    
 SQ0056* NAVD 88     -       740.975  (meters)    2431.02   (feet)  ADJUSTED  
 SQ0056  ___________________________________________________________________
 SQ0056  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SQ0056  DYNAMIC HT  -         741.015 (meters)    2431.15  (feet)  COMP
 SQ0056  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 SQ0056
 SQ0056  VERT ORDER  -  SECOND    CLASS 0
 SQ0056
 SQ0056.The horizontal coordinates were scaled from a topographic map and have
 SQ0056.an estimated accuracy of +/- 6 seconds.
 SQ0056
 SQ0056.The orthometric height was determined by differential leveling
 SQ0056.and adjusted by the National Geodetic Survey in June 1991..
 SQ0056
 SQ0056.The geoid height was determined by GEOID03.
 SQ0056
 SQ0056.The dynamic height is computed by dividing the NAVD 88
 SQ0056.geopotential number by the normal gravity value computed on the
 SQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0056.degrees latitude (g = 980.6199 gals.).
 SQ0056
 SQ0056.The modeled gravity was interpolated from observed gravity values.
 SQ0056
 SQ0056;                    North         East    Units  Estimated Accuracy
 SQ0056;SPC MT       -   390,230.      856,610.      MT  (+/- 180 meters Scaled)
 SQ0056
 SQ0056                          SUPERSEDED SURVEY CONTROL
 SQ0056
 SQ0056  NGVD 29 (??/??/92)  740.352  (m)         2428.97   (f) ADJ UNCH    2 0
 SQ0056
 SQ0056.Superseded values are not recommended for survey control.
 SQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0056.See file dsdata.txt to determine how the superseded data were derived.
 SQ0056
 SQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN191847(NAD 83)
 SQ0056_MARKER: DB = BENCH MARK DISK
 SQ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0056_STAMPING: A 253 1935
 SQ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0056+STABILITY: SURFACE MOTION
 SQ0056
 SQ0056  HISTORY     - Date     Condition        Report By
 SQ0056  HISTORY     - 1935     MONUMENTED       CGS
 SQ0056  HISTORY     - 1973     GOOD             USGS
 SQ0056
 SQ0056                          STATION DESCRIPTION
 SQ0056
 SQ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0056'13.8 MI NW FROM WELDON.
 SQ0056'13.8 MILES NORTHWEST ALONG THE HAXBY ROAD FROM THE POST OFFICE AT
 SQ0056'WELDON, MCCONE COUNTY, AT A CURVE AND DEEP DRAIN CROSSING, 84 FEET
 SQ0056'SOUTH OF THE CROSSING, 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 SQ0056'AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 253 1935
 SQ0056'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HAXBY, WELDON AND
 SQ0056'CONNECTING ROAD ABANDONED.  25.1 MI S ALONG ST HWY 24 FROM SE END OF
 SQ0056'FORT PECK RESERVOIR SPILLWAY, THENCE 3.8 MI E ALONG COUNTY ROAD. MARK
 SQ0056'IS 80 FT W OF ROAD AS DESCRIBED.
 SQ0056
 SQ0056                          STATION RECOVERY (1973)
 SQ0056
 SQ0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0318 ***********************************************************************
 TJ0318  DESIGNATION -  A 254
 TJ0318  PID         -  TJ0318
 TJ0318  STATE/COUNTY-  MT/PHILLIPS
 TJ0318  USGS QUAD   -  SACO (1984)
 TJ0318
 TJ0318                         *CURRENT SURVEY CONTROL
 TJ0318  ___________________________________________________________________
 TJ0318* NAD 83(1986)-  48 25 48.     (N)    107 18 45.     (W)     SCALED    
 TJ0318* NAVD 88     -       664.390  (meters)    2179.75   (feet)  ADJUSTED  
 TJ0318  ___________________________________________________________________
 TJ0318  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TJ0318  DYNAMIC HT  -         664.490 (meters)    2180.08  (feet)  COMP
 TJ0318  MODELED GRAV-     980,739.5   (mgal)                       NAVD 88
 TJ0318
 TJ0318  VERT ORDER  -  SECOND    CLASS 0
 TJ0318
 TJ0318.The horizontal coordinates were scaled from a topographic map and have
 TJ0318.an estimated accuracy of +/- 6 seconds.
 TJ0318
 TJ0318.The orthometric height was determined by differential leveling
 TJ0318.and adjusted by the National Geodetic Survey in June 1991..
 TJ0318
 TJ0318.The geoid height was determined by GEOID03.
 TJ0318
 TJ0318.The dynamic height is computed by dividing the NAVD 88
 TJ0318.geopotential number by the normal gravity value computed on the
 TJ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0318.degrees latitude (g = 980.6199 gals.).
 TJ0318
 TJ0318.The modeled gravity was interpolated from observed gravity values.
 TJ0318
 TJ0318;                    North         East    Units  Estimated Accuracy
 TJ0318;SPC MT       -   466,750.      761,810.      MT  (+/- 180 meters Scaled)
 TJ0318
 TJ0318                          SUPERSEDED SURVEY CONTROL
 TJ0318
 TJ0318  NGVD 29 (??/??/92)  663.709  (m)         2177.52   (f) ADJ UNCH    2 0
 TJ0318
 TJ0318.Superseded values are not recommended for survey control.
 TJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0318.See file dsdata.txt to determine how the superseded data were derived.
 TJ0318
 TJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP289666(NAD 83)
 TJ0318_MARKER: DB = BENCH MARK DISK
 TJ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0318_STAMPING: A 254 1935
 TJ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0318+STABILITY: SURFACE MOTION
 TJ0318
 TJ0318  HISTORY     - Date     Condition        Report By
 TJ0318  HISTORY     - 1935     MONUMENTED       CGS
 TJ0318  HISTORY     - 1948     GOOD             NGS
 TJ0318
 TJ0318                          STATION DESCRIPTION
 TJ0318
 TJ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0318'2.7 MI S FROM SACO.
 TJ0318'2.7 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0318'RAILWAY STATION AT SACO, 437.0 FEET WEST OF A 12-FOOT BRIDGE OVER AN
 TJ0318'IRRIGATION DITCH, 35.0 FEET NORTH OF AND 2.0 FEET LOWER THAN THE
 TJ0318'CENTER LINE OF THE ROAD, 2.9 FEET SOUTH OF A T FENCE CORNER, 1.7 FEET
 TJ0318'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 TJ0318'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0342 ***********************************************************************
 TJ0342  DESIGNATION -  A 255
 TJ0342  PID         -  TJ0342
 TJ0342  STATE/COUNTY-  MT/VALLEY
 TJ0342  USGS QUAD   -  FLAT COULEE (1984)
 TJ0342
 TJ0342                         *CURRENT SURVEY CONTROL
 TJ0342  ___________________________________________________________________
 TJ0342* NAD 83(1986)-  48 07 34.     (N)    107 19 08.     (W)     SCALED    
 TJ0342* NAVD 88     -       726.365  (meters)    2383.08   (feet)  ADJUSTED  
 TJ0342  ___________________________________________________________________
 TJ0342  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TJ0342  DYNAMIC HT  -         726.439 (meters)    2383.33  (feet)  COMP
 TJ0342  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 TJ0342
 TJ0342  VERT ORDER  -  SECOND    CLASS 0
 TJ0342
 TJ0342.The horizontal coordinates were scaled from a topographic map and have
 TJ0342.an estimated accuracy of +/- 6 seconds.
 TJ0342
 TJ0342.The orthometric height was determined by differential leveling
 TJ0342.and adjusted by the National Geodetic Survey in June 1991..
 TJ0342
 TJ0342.The geoid height was determined by GEOID03.
 TJ0342
 TJ0342.The dynamic height is computed by dividing the NAVD 88
 TJ0342.geopotential number by the normal gravity value computed on the
 TJ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0342.degrees latitude (g = 980.6199 gals.).
 TJ0342
 TJ0342.The modeled gravity was interpolated from observed gravity values.
 TJ0342
 TJ0342;                    North         East    Units  Estimated Accuracy
 TJ0342;SPC MT       -   432,970.      762,280.      MT  (+/- 180 meters Scaled)
 TJ0342
 TJ0342                          SUPERSEDED SURVEY CONTROL
 TJ0342
 TJ0342  NGVD 29 (??/??/92)  725.669  (m)         2380.80   (f) ADJ UNCH    2 0
 TJ0342
 TJ0342.Superseded values are not recommended for survey control.
 TJ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0342.See file dsdata.txt to determine how the superseded data were derived.
 TJ0342
 TJ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP274329(NAD 83)
 TJ0342_MARKER: DB = BENCH MARK DISK
 TJ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0342_STAMPING: A 255 1935
 TJ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0342+STABILITY: SURFACE MOTION
 TJ0342
 TJ0342  HISTORY     - Date     Condition        Report By
 TJ0342  HISTORY     - 1935     MONUMENTED       CGS
 TJ0342  HISTORY     - 1948     GOOD             NGS
 TJ0342
 TJ0342                          STATION DESCRIPTION
 TJ0342
 TJ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0342'26.25 MI S FROM SACO.
 TJ0342'26.25 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0342'RAILWAY STATION AT SACO, 0.25 MILE SOUTH OF A JUNCTION WITH A PRIVATE
 TJ0342'ROAD LEADING EAST TO THE W. P. HAMMOND RANCH HOUSE, 42.0 FEET WEST OF
 TJ0342'AND 3.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 4.3 FEET
 TJ0342'NORTHEAST OF A FENCE CORNER, 1.8 FEET EAST OF A FENCE, 1.2 FEET SOUTH
 TJ0342'OF A REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TJ0342'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0410 ***********************************************************************
 SQ0410  DESIGNATION -  A 256
 SQ0410  PID         -  SQ0410
 SQ0410  STATE/COUNTY-  MT/PHILLIPS
 SQ0410  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0410
 SQ0410                         *CURRENT SURVEY CONTROL
 SQ0410  ___________________________________________________________________
 SQ0410* NAD 83(1986)-  47 57 26.     (N)    107 37 49.     (W)     SCALED    
 SQ0410* NAVD 88     -       718.611  (meters)    2357.64   (feet)  ADJUSTED  
 SQ0410  ___________________________________________________________________
 SQ0410  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 SQ0410  DYNAMIC HT  -         718.658 (meters)    2357.80  (feet)  COMP
 SQ0410  MODELED GRAV-     980,654.1   (mgal)                       NAVD 88
 SQ0410
 SQ0410  VERT ORDER  -  SECOND    CLASS 0
 SQ0410
 SQ0410.The horizontal coordinates were scaled from a topographic map and have
 SQ0410.an estimated accuracy of +/- 6 seconds.
 SQ0410
 SQ0410.The orthometric height was determined by differential leveling
 SQ0410.and adjusted by the National Geodetic Survey in June 1991..
 SQ0410
 SQ0410.The geoid height was determined by GEOID03.
 SQ0410
 SQ0410.The dynamic height is computed by dividing the NAVD 88
 SQ0410.geopotential number by the normal gravity value computed on the
 SQ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0410.degrees latitude (g = 980.6199 gals.).
 SQ0410
 SQ0410.The modeled gravity was interpolated from observed gravity values.
 SQ0410
 SQ0410;                    North         East    Units  Estimated Accuracy
 SQ0410;SPC MT       -   413,610.      739,570.      MT  (+/- 180 meters Scaled)
 SQ0410
 SQ0410                          SUPERSEDED SURVEY CONTROL
 SQ0410
 SQ0410  NGVD 29 (??/??/92)  717.888  (m)         2355.27   (f) ADJ UNCH    2 0
 SQ0410
 SQ0410.Superseded values are not recommended for survey control.
 SQ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0410.See file dsdata.txt to determine how the superseded data were derived.
 SQ0410
 SQ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP036148(NAD 83)
 SQ0410_MARKER: DB = BENCH MARK DISK
 SQ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0410_STAMPING: A 256 1935
 SQ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0410+STABILITY: SURFACE MOTION
 SQ0410
 SQ0410  HISTORY     - Date     Condition        Report By
 SQ0410  HISTORY     - 1935     MONUMENTED       CGS
 SQ0410  HISTORY     - 1948     GOOD             NGS
 SQ0410  HISTORY     - 1978     GOOD             USGS
 SQ0410
 SQ0410                          STATION DESCRIPTION
 SQ0410
 SQ0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0410'6.6 MI SW FROM CONTENT.
 SQ0410'6.6 MILES SOUTHWEST ALONG THE CONTENT-SUN PRAIRIE ROAD FROM THE POST
 SQ0410'OFFICE (NOW ABANDONED) AT CONTENT, 0.8 MILE NORTHEAST OF A BRIDGE OVER
 SQ0410'SAGE CREEK, ON THE INSIDE OF A CURVE, 0.65 MILE WEST OF THE JOHN
 SQ0410'BARILEACH RANCH HOUSE, 32.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SQ0410'ROAD (FROM THE CENTER OF THE CURVE), 11.0 FEET EAST OF A FENCE CORNER,
 SQ0410'2.0 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A REFERENCE POST, AND SET
 SQ0410'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SQ0410
 SQ0410                          STATION RECOVERY (1978)
 SQ0410
 SQ0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SQ0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0167 ***********************************************************************
 SP0167  DESIGNATION -  A 257
 SP0167  PID         -  SP0167
 SP0167  STATE/COUNTY-  MT/DAWSON
 SP0167  USGS QUAD   -  LINDSAY (1983)
 SP0167
 SP0167                         *CURRENT SURVEY CONTROL
 SP0167  ___________________________________________________________________
 SP0167* NAD 83(1986)-  47 13 30.     (N)    105 11 31.     (W)     SCALED    
 SP0167* NAVD 88     -       841.898  (meters)    2762.13   (feet)  ADJUSTED  
 SP0167  ___________________________________________________________________
 SP0167  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 SP0167  DYNAMIC HT  -         841.881 (meters)    2762.07  (feet)  COMP
 SP0167  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 SP0167
 SP0167  VERT ORDER  -  SECOND    CLASS 0
 SP0167
 SP0167.The horizontal coordinates were scaled from a topographic map and have
 SP0167.an estimated accuracy of +/- 6 seconds.
 SP0167
 SP0167.The orthometric height was determined by differential leveling
 SP0167.and adjusted by the National Geodetic Survey in June 1991..
 SP0167
 SP0167.The geoid height was determined by GEOID03.
 SP0167
 SP0167.The dynamic height is computed by dividing the NAVD 88
 SP0167.geopotential number by the normal gravity value computed on the
 SP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0167.degrees latitude (g = 980.6199 gals.).
 SP0167
 SP0167.The modeled gravity was interpolated from observed gravity values.
 SP0167
 SP0167;                    North         East    Units  Estimated Accuracy
 SP0167;SPC MT       -   339,540.      925,920.      MT  (+/- 180 meters Scaled)
 SP0167
 SP0167                          SUPERSEDED SURVEY CONTROL
 SP0167
 SP0167  NGVD 29 (??/??/92)  841.288  (m)         2760.13   (f) ADJ UNCH    2 0
 SP0167
 SP0167.Superseded values are not recommended for survey control.
 SP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0167.See file dsdata.txt to determine how the superseded data were derived.
 SP0167
 SP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN854301(NAD 83)
 SP0167_MARKER: DB = BENCH MARK DISK
 SP0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0167_STAMPING: A-257 1935
 SP0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0167+STABILITY: SURFACE MOTION
 SP0167
 SP0167  HISTORY     - Date     Condition        Report By
 SP0167  HISTORY     - 1935     MONUMENTED       CGS
 SP0167
 SP0167                          STATION DESCRIPTION
 SP0167
 SP0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0167'2.0 MI NW FROM LINDSAY.
 SP0167'ALONG ROADS, 0.8 MILES NORTHWEST OF LINDSAY, THENCE 1.2 MILES WEST.
 SP0167'NEAR THE WEST END OF A BEND IN THE ROAD, ABOUT 200 FT SOUTH OF A SMALL
 SP0167'VALLEY.  33 FT NORTH OF CENTERLINE OF THE ROAD, 2 FT SOUTH OF RIGHT OF
 SP0167'WAY FENCE AND 2 FT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0352 ***********************************************************************
 RT0352  DESIGNATION -  A 258
 RT0352  PID         -  RT0352
 RT0352  STATE/COUNTY-  MT/PRAIRIE
 RT0352  USGS QUAD   -  MC CLOUD (1972)
 RT0352
 RT0352                         *CURRENT SURVEY CONTROL
 RT0352  ___________________________________________________________________
 RT0352* NAD 83(1986)-  46 54 03.     (N)    105 36 00.     (W)     SCALED    
 RT0352* NAVD 88     -       812.987  (meters)    2667.27   (feet)  ADJUSTED  
 RT0352  ___________________________________________________________________
 RT0352  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RT0352  DYNAMIC HT  -         812.956 (meters)    2667.17  (feet)  COMP
 RT0352  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 RT0352
 RT0352  VERT ORDER  -  SECOND    CLASS 0
 RT0352
 RT0352.The horizontal coordinates were scaled from a topographic map and have
 RT0352.an estimated accuracy of +/- 6 seconds.
 RT0352
 RT0352.The orthometric height was determined by differential leveling
 RT0352.and adjusted by the National Geodetic Survey in June 1991..
 RT0352
 RT0352.The geoid height was determined by GEOID03.
 RT0352
 RT0352.The dynamic height is computed by dividing the NAVD 88
 RT0352.geopotential number by the normal gravity value computed on the
 RT0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0352.degrees latitude (g = 980.6199 gals.).
 RT0352
 RT0352.The modeled gravity was interpolated from observed gravity values.
 RT0352
 RT0352;                    North         East    Units  Estimated Accuracy
 RT0352;SPC MT       -   301,950.      896,860.      MT  (+/- 180 meters Scaled)
 RT0352
 RT0352                          SUPERSEDED SURVEY CONTROL
 RT0352
 RT0352  NGVD 29 (??/??/92)  812.383  (m)         2665.29   (f) ADJ UNCH    2 0
 RT0352
 RT0352.Superseded values are not recommended for survey control.
 RT0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0352.See file dsdata.txt to determine how the superseded data were derived.
 RT0352
 RT0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM543943(NAD 83)
 RT0352_MARKER: DB = BENCH MARK DISK
 RT0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0352_STAMPING: A 258 1935
 RT0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0352+STABILITY: SURFACE MOTION
 RT0352
 RT0352  HISTORY     - Date     Condition        Report By
 RT0352  HISTORY     - 1935     MONUMENTED       CGS
 RT0352  HISTORY     - 1972     GOOD             USGS
 RT0352
 RT0352                          STATION DESCRIPTION
 RT0352
 RT0352'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0352'19.4 MI NW FROM TERRY.
 RT0352'TO REACH FROM TERRY, MONTANA. PROCEED N ON HWY 253 FROM THE
 RT0352'INTERSECTION OF HWY 253 AND THE BURLINGTON NORTHERN RR AT THE E END OF
 RT0352'TERRY A DISTANCE OF 10.3 MILES TO A T-RD W. (CHERRY CREEK ROAD).
 RT0352'THENCE WEST ON CHERRY CREEK ROAD 8.6 MILES TO T-RD. N. AT MC CLOUD,
 RT0352'NOW A PLACE NAMED FOR A ONETIME RESIDENT.  THENCE N ON GOOD ROAD 0.22
 RT0352'MI TO A T-RD W AT HOME OF WALT REUKAUF ON W SIDE OF ROAD.  BM IS 134
 RT0352'FT. N AND 97 FT EAST OF T-RD W.  A STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0041 ***********************************************************************
 RT0041  DESIGNATION -  A 259
 RT0041  PID         -  RT0041
 RT0041  STATE/COUNTY-  MT/WIBAUX
 RT0041  USGS QUAD   -  CAP ROCK (1981)
 RT0041
 RT0041                         *CURRENT SURVEY CONTROL
 RT0041  ___________________________________________________________________
 RT0041* NAD 83(1986)-  46 40 13.     (N)    104 17 30.     (W)     SCALED    
 RT0041* NAVD 88     -       965.516  (meters)    3167.70   (feet)  ADJUSTED  
 RT0041  ___________________________________________________________________
 RT0041  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 RT0041  DYNAMIC HT  -         965.463 (meters)    3167.52  (feet)  COMP
 RT0041  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 RT0041
 RT0041  VERT ORDER  -  SECOND    CLASS 0
 RT0041
 RT0041.The horizontal coordinates were scaled from a topographic map and have
 RT0041.an estimated accuracy of +/- 6 seconds.
 RT0041
 RT0041.The orthometric height was determined by differential leveling
 RT0041.and adjusted by the National Geodetic Survey in June 1991..
 RT0041
 RT0041.The geoid height was determined by GEOID03.
 RT0041
 RT0041.The dynamic height is computed by dividing the NAVD 88
 RT0041.geopotential number by the normal gravity value computed on the
 RT0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0041.degrees latitude (g = 980.6199 gals.).
 RT0041
 RT0041.The modeled gravity was interpolated from observed gravity values.
 RT0041
 RT0041;                    North         East    Units  Estimated Accuracy
 RT0041;SPC MT       -   282,180.      998,030.      MT  (+/- 180 meters Scaled)
 RT0041
 RT0041                          SUPERSEDED SURVEY CONTROL
 RT0041
 RT0041  NGVD 29 (??/??/92)  964.897  (m)         3165.67   (f) ADJ UNCH    2 0
 RT0041
 RT0041.Superseded values are not recommended for survey control.
 RT0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0041.See file dsdata.txt to determine how the superseded data were derived.
 RT0041
 RT0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM541687(NAD 83)
 RT0041_MARKER: DB = BENCH MARK DISK
 RT0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0041_STAMPING: A 259 1935
 RT0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0041+STABILITY: SURFACE MOTION
 RT0041
 RT0041  HISTORY     - Date     Condition        Report By
 RT0041  HISTORY     - 1935     MONUMENTED       CGS
 RT0041  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0041
 RT0041                          STATION DESCRIPTION
 RT0041
 RT0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0041'12.4 MI W FROM CARLYLE.
 RT0041'7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE, WIBAUX COUNTY, 2
 RT0041'MILES NORTH, 3 MILES WEST, AND 1 MILE SOUTH ALONG ROADS.  275 FEET
 RT0041'SOUTH OF A RANCH HOUSE, AT A SECTION LINE, 69 FEET WEST OF THE
 RT0041'CENTERLINE OF THE ROAD, 12 FEET SOUTH OF A FIELD ENTRANCE, 2 FEET EAST
 RT0041'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.
 RT0041'A STANDARD DISK, STAMPED A 259 1935 AND SET IN THE TOP OF A CONCRETE
 RT0041'POST.
 RT0041
 RT0041                          STATION RECOVERY (1976)
 RT0041
 RT0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0036 ***********************************************************************
 RU0036  DESIGNATION -  A 260
 RU0036  PID         -  RU0036
 RU0036  STATE/COUNTY-  MT/ROSEBUD
 RU0036  USGS QUAD   -  ALKALI CREEK (1969)
 RU0036
 RU0036                         *CURRENT SURVEY CONTROL
 RU0036  ___________________________________________________________________
 RU0036* NAD 83(1986)-  46 43 48.     (N)    106 16 06.     (W)     SCALED    
 RU0036* NAVD 88     -       871.811  (meters)    2860.27   (feet)  ADJUSTED  
 RU0036  ___________________________________________________________________
 RU0036  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RU0036  DYNAMIC HT  -         871.752 (meters)    2860.07  (feet)  COMP
 RU0036  MODELED GRAV-     980,517.4   (mgal)                       NAVD 88
 RU0036
 RU0036  VERT ORDER  -  SECOND    CLASS 0
 RU0036
 RU0036.The horizontal coordinates were scaled from a topographic map and have
 RU0036.an estimated accuracy of +/- 6 seconds.
 RU0036
 RU0036.The orthometric height was determined by differential leveling
 RU0036.and adjusted by the National Geodetic Survey in June 1991..
 RU0036
 RU0036.The geoid height was determined by GEOID03.
 RU0036
 RU0036.The dynamic height is computed by dividing the NAVD 88
 RU0036.geopotential number by the normal gravity value computed on the
 RU0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0036.degrees latitude (g = 980.6199 gals.).
 RU0036
 RU0036.The modeled gravity was interpolated from observed gravity values.
 RU0036
 RU0036;                    North         East    Units  Estimated Accuracy
 RU0036;SPC MT       -   280,670.      846,810.      MT  (+/- 180 meters Scaled)
 RU0036
 RU0036                          SUPERSEDED SURVEY CONTROL
 RU0036
 RU0036  NGVD 29 (??/??/92)  871.153  (m)         2858.11   (f) ADJ UNCH    2 0
 RU0036
 RU0036.Superseded values are not recommended for survey control.
 RU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0036.See file dsdata.txt to determine how the superseded data were derived.
 RU0036
 RU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM030759(NAD 83)
 RU0036_MARKER: DB = BENCH MARK DISK
 RU0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0036_STAMPING: A 260 1935
 RU0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0036+STABILITY: SURFACE MOTION
 RU0036
 RU0036  HISTORY     - Date     Condition        Report By
 RU0036  HISTORY     - 1935     MONUMENTED       CGS
 RU0036  HISTORY     - 1937     GOOD             NGS
 RU0036
 RU0036                          STATION DESCRIPTION
 RU0036
 RU0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0036'3.2 MI W FROM ANGELA.
 RU0036'3.2 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT ANGELA,
 RU0036'ROSEBUD COUNTY, 0.8 MILE SOUTH OF A RANCHHOUSE, NEAR THE TOP OF A LONG
 RU0036'GRADE, 250 FEET NORTH OF A COULEE, 51 FEET NORTH OF THE CENTERLINE OF
 RU0036'THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 RU0036'STAMPED A 260 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0195 ***********************************************************************
 RU0195  DESIGNATION -  A 261
 RU0195  PID         -  RU0195
 RU0195  STATE/COUNTY-  MT/GARFIELD
 RU0195  USGS QUAD   -  ANTELOPE SPRINGS (1965)
 RU0195
 RU0195                         *CURRENT SURVEY CONTROL
 RU0195  ___________________________________________________________________
 RU0195* NAD 83(1986)-  46 59 44.     (N)    106 45 32.     (W)     SCALED    
 RU0195* NAVD 88     -       872.487  (meters)    2862.48   (feet)  ADJUSTED  
 RU0195  ___________________________________________________________________
 RU0195  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 RU0195  DYNAMIC HT  -         872.451 (meters)    2862.37  (feet)  COMP
 RU0195  MODELED GRAV-     980,542.2   (mgal)                       NAVD 88
 RU0195
 RU0195  VERT ORDER  -  SECOND    CLASS 0
 RU0195
 RU0195.The horizontal coordinates were scaled from a topographic map and have
 RU0195.an estimated accuracy of +/- 6 seconds.
 RU0195
 RU0195.The orthometric height was determined by differential leveling
 RU0195.and adjusted by the National Geodetic Survey in June 1991..
 RU0195
 RU0195.The geoid height was determined by GEOID03.
 RU0195
 RU0195.The dynamic height is computed by dividing the NAVD 88
 RU0195.geopotential number by the normal gravity value computed on the
 RU0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0195.degrees latitude (g = 980.6199 gals.).
 RU0195
 RU0195.The modeled gravity was interpolated from observed gravity values.
 RU0195
 RU0195;                    North         East    Units  Estimated Accuracy
 RU0195;SPC MT       -   308,730.      808,330.      MT  (+/- 180 meters Scaled)
 RU0195
 RU0195                          SUPERSEDED SURVEY CONTROL
 RU0195
 RU0195  NGVD 29 (??/??/92)  871.819  (m)         2860.29   (f) ADJ UNCH    2 0
 RU0195
 RU0195.Superseded values are not recommended for survey control.
 RU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0195.See file dsdata.txt to determine how the superseded data were derived.
 RU0195
 RU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN662061(NAD 83)
 RU0195_MARKER: DB = BENCH MARK DISK
 RU0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0195_STAMPING: A-261 1935
 RU0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0195+STABILITY: SURFACE MOTION
 RU0195
 RU0195  HISTORY     - Date     Condition        Report By
 RU0195  HISTORY     - 1935     MONUMENTED       CGS
 RU0195  HISTORY     - 1965     GOOD             USGS
 RU0195
 RU0195                          STATION DESCRIPTION
 RU0195
 RU0195'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RU0195'9.6 MI SW FROM COHAGEN.
 RU0195'COHAGEN, 10.2 MILES SW OF ALONG COUNTY ROAD TO CATTLEGUARD, THENCE 0.5
 RU0195'MI. SOUTH ALONG OLD TRAIL ON EAST SIDE OF FENCE, 150 FEET NORTH OF DRY
 RU0195'WASH, 175 FEET EAST OF N-S FENCE, 42 FEET WEST OF OLD ROAD, IN
 RU0195'CONCRETE POST PROJECTING 0.5 FOOT.  STANDARD DISK STAMPED-- A-261,
 RU0195'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0229 ***********************************************************************
 RU0229  DESIGNATION -  A 262
 RU0229  PID         -  RU0229
 RU0229  STATE/COUNTY-  MT/GARFIELD
 RU0229  USGS QUAD   -  ACORN FLATS (1965)
 RU0229
 RU0229                         *CURRENT SURVEY CONTROL
 RU0229  ___________________________________________________________________
 RU0229* NAD 83(1986)-  46 50 05.     (N)    107 02 14.     (W)     SCALED    
 RU0229* NAVD 88     -      1000.704  (meters)    3283.14   (feet)  ADJUSTED  
 RU0229  ___________________________________________________________________
 RU0229  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 RU0229  DYNAMIC HT  -        1000.622 (meters)    3282.87  (feet)  COMP
 RU0229  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 RU0229
 RU0229  VERT ORDER  -  SECOND    CLASS 0
 RU0229
 RU0229.The horizontal coordinates were scaled from a topographic map and have
 RU0229.an estimated accuracy of +/- 6 seconds.
 RU0229
 RU0229.The orthometric height was determined by differential leveling
 RU0229.and adjusted by the National Geodetic Survey in June 1991..
 RU0229
 RU0229.The geoid height was determined by GEOID03.
 RU0229
 RU0229.The dynamic height is computed by dividing the NAVD 88
 RU0229.geopotential number by the normal gravity value computed on the
 RU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0229.degrees latitude (g = 980.6199 gals.).
 RU0229
 RU0229.The modeled gravity was interpolated from observed gravity values.
 RU0229
 RU0229;                    North         East    Units  Estimated Accuracy
 RU0229;SPC MT       -   290,170.      787,740.      MT  (+/- 180 meters Scaled)
 RU0229
 RU0229                          SUPERSEDED SURVEY CONTROL
 RU0229
 RU0229  NGVD 29 (??/??/92) 1000.007  (m)         3280.86   (f) ADJ UNCH    2 0
 RU0229
 RU0229.Superseded values are not recommended for survey control.
 RU0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0229.See file dsdata.txt to determine how the superseded data were derived.
 RU0229
 RU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM446888(NAD 83)
 RU0229_MARKER: DB = BENCH MARK DISK
 RU0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0229_STAMPING: A 262 1935
 RU0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0229+STABILITY: SURFACE MOTION
 RU0229
 RU0229  HISTORY     - Date     Condition        Report By
 RU0229  HISTORY     - 1935     MONUMENTED       CGS
 RU0229  HISTORY     - 1937     GOOD             NGS
 RU0229
 RU0229                          STATION DESCRIPTION
 RU0229
 RU0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0229'29.3 MI NE FROM INGOMAR.
 RU0229'IN GARFIELD COUNTY, 29.3 MILES NORTHEAST ALONG A COUNTY ROAD FROM
 RU0229'INGOMAR, ROSEBUD COUNTY, 1.0 MILE WEST ALONG AN OLD FARM ROAD TO THE
 RU0229'JUNCTION OF A T-ROAD, AND 0.4 MILE ALONG THE LATTER ROAD TO A Y.  75
 RU0229'FEET SOUTHEAST OF THE Y, AND 33 FEET EAST OF THE NORTH-AND-SOUTH ROAD.
 RU0229'A STANDARD DISK, STAMPED A 262 1935 AND SET IN THE TOP OF A CONCRETE
 RU0229'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0253 ***********************************************************************
 RU0253  DESIGNATION -  A 263
 RU0253  PID         -  RU0253
 RU0253  STATE/COUNTY-  MT/ROSEBUD
 RU0253  USGS QUAD   -  INGOMAR EAST (1960)
 RU0253
 RU0253                         *CURRENT SURVEY CONTROL
 RU0253  ___________________________________________________________________
 RU0253* NAD 83(1986)-  46 37 20.     (N)    107 17 41.     (W)     SCALED    
 RU0253* NAVD 88     -       872.842  (meters)    2863.65   (feet)  ADJUSTED  
 RU0253  ___________________________________________________________________
 RU0253  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 RU0253  DYNAMIC HT  -         872.780 (meters)    2863.45  (feet)  COMP
 RU0253  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 RU0253
 RU0253  VERT ORDER  -  SECOND    CLASS 0
 RU0253
 RU0253.The horizontal coordinates were scaled from a topographic map and have
 RU0253.an estimated accuracy of +/- 6 seconds.
 RU0253
 RU0253.The orthometric height was determined by differential leveling
 RU0253.and adjusted by the National Geodetic Survey in June 1991..
 RU0253
 RU0253.The geoid height was determined by GEOID03.
 RU0253
 RU0253.The dynamic height is computed by dividing the NAVD 88
 RU0253.geopotential number by the normal gravity value computed on the
 RU0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0253.degrees latitude (g = 980.6199 gals.).
 RU0253
 RU0253.The modeled gravity was interpolated from observed gravity values.
 RU0253
 RU0253;                    North         East    Units  Estimated Accuracy
 RU0253;SPC MT       -   265,980.      768,780.      MT  (+/- 180 meters Scaled)
 RU0253
 RU0253                          SUPERSEDED SURVEY CONTROL
 RU0253
 RU0253  NGVD 29 (??/??/92)  872.184  (m)         2861.49   (f) ADJ UNCH    2 0
 RU0253
 RU0253.Superseded values are not recommended for survey control.
 RU0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0253.See file dsdata.txt to determine how the superseded data were derived.
 RU0253
 RU0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM243657(NAD 83)
 RU0253_MARKER: DB = BENCH MARK DISK
 RU0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0253_STAMPING: A 263 1935
 RU0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0253+STABILITY: SURFACE MOTION
 RU0253
 RU0253  HISTORY     - Date     Condition        Report By
 RU0253  HISTORY     - 1935     MONUMENTED       CGS
 RU0253
 RU0253                          STATION DESCRIPTION
 RU0253
 RU0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RU0253'6.1 MI NE FROM INGOMAR.
 RU0253'6.1 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0253'AT A CURVE, 60 FEET WEST AND 90 FEET NORTH OF THE POINT OF
 RU0253'INTERSECTION OF THE TWO CENTERLINES, AND 2 FEET HIGHER THAN THE ROAD.
 RU0253'A STANDARD DISK, STAMPED A 263 1935 AND SET IN THE TOP OF A CONCRETE
 RU0253'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0158 ***********************************************************************
 TH0158  DESIGNATION -  A 269
 TH0158  PID         -  TH0158
 TH0158  STATE/COUNTY-  MT/SHERIDAN
 TH0158  USGS QUAD   -  RAYMOND (1983)
 TH0158
 TH0158                         *CURRENT SURVEY CONTROL
 TH0158  ___________________________________________________________________
 TH0158* NAD 83(1986)-  48 53 47.     (N)    104 34 49.     (W)     SCALED    
 TH0158* NAVD 88     -       716.087  (meters)    2349.36   (feet)  ADJUSTED  
 TH0158  ___________________________________________________________________
 TH0158  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TH0158  DYNAMIC HT  -         716.212 (meters)    2349.77  (feet)  COMP
 TH0158  MODELED GRAV-     980,760.2   (mgal)                       NAVD 88
 TH0158
 TH0158  VERT ORDER  -  SECOND    CLASS 0
 TH0158
 TH0158.The horizontal coordinates were scaled from a topographic map and have
 TH0158.an estimated accuracy of +/- 6 seconds.
 TH0158
 TH0158.The orthometric height was determined by differential leveling
 TH0158.and adjusted by the National Geodetic Survey in June 1991..
 TH0158
 TH0158.The geoid height was determined by GEOID03.
 TH0158
 TH0158.The dynamic height is computed by dividing the NAVD 88
 TH0158.geopotential number by the normal gravity value computed on the
 TH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0158.degrees latitude (g = 980.6199 gals.).
 TH0158
 TH0158.The modeled gravity was interpolated from observed gravity values.
 TH0158
 TH0158;                    North         East    Units  Estimated Accuracy
 TH0158;SPC MT       -   527,670.      960,470.      MT  (+/- 180 meters Scaled)
 TH0158
 TH0158                          SUPERSEDED SURVEY CONTROL
 TH0158
 TH0158  NGVD 29 (??/??/92)  715.544  (m)         2347.58   (f) ADJ UNCH    2 0
 TH0158
 TH0158.Superseded values are not recommended for survey control.
 TH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0158.See file dsdata.txt to determine how the superseded data were derived.
 TH0158
 TH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ307160(NAD 83)
 TH0158_MARKER: DB = BENCH MARK DISK
 TH0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0158_STAMPING: A 269 1935
 TH0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0158+STABILITY: SURFACE MOTION
 TH0158
 TH0158  HISTORY     - Date     Condition        Report By
 TH0158  HISTORY     - 1935     MONUMENTED       CGS
 TH0158  HISTORY     - 1953     MARK NOT FOUND   NGS
 TH0158  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0158
 TH0158                          STATION DESCRIPTION
 TH0158
 TH0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TH0158'1.2 MI N FROM RAYMOND.
 TH0158'1.2 MILES NORTH ALONG THE REGWAY ROAD FROM THE MINNEAPOLIS, ST. PAUL
 TH0158'AND SAULT STE. MARIE RAILROAD STATION AT RAYMOND, SHERIDAN COUNTY, AT
 TH0158'A ROAD INTERSECTION, 65 FEET NORTH OF THE CENTERLINE OF THE CROSS
 TH0158'ROAD, 25 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 16 FEET NORTH
 TH0158'OF A U.S. REPORT TO CUSTOMS SIGN, AND ABOUT 1 FOOT LOWER THAN THE
 TH0158'ROAD.  A STANDARD DISK, STAMPED A 269 1935 AND SET IN THE TOP OF A
 TH0158'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TH0158'RAILWAY IS NOW THE SOO LINE RAILROAD.
 TH0158
 TH0158                          STATION RECOVERY (1977)
 TH0158
 TH0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0066 ***********************************************************************
 QW0066  DESIGNATION -  A 27
 QW0066  PID         -  QW0066
 QW0066  STATE/COUNTY-  MT/YELLOWSTONE
 QW0066  USGS QUAD   -  NIBBE (1980)
 QW0066
 QW0066                         *CURRENT SURVEY CONTROL
 QW0066  ___________________________________________________________________
 QW0066* NAD 83(1986)-  45 58 46.     (N)    108 03 29.     (W)     SCALED    
 QW0066* NAVD 88     -       884.847  (meters)    2903.04   (feet)  ADJUSTED  
 QW0066  ___________________________________________________________________
 QW0066  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 QW0066  DYNAMIC HT  -         884.693 (meters)    2902.53  (feet)  COMP
 QW0066  MODELED GRAV-     980,412.4   (mgal)                       NAVD 88
 QW0066
 QW0066  VERT ORDER  -  FIRST     CLASS II
 QW0066
 QW0066.The horizontal coordinates were scaled from a topographic map and have
 QW0066.an estimated accuracy of +/- 6 seconds.
 QW0066
 QW0066.The orthometric height was determined by differential leveling
 QW0066.and adjusted by the National Geodetic Survey in June 1991..
 QW0066
 QW0066.The geoid height was determined by GEOID03.
 QW0066
 QW0066.The dynamic height is computed by dividing the NAVD 88
 QW0066.geopotential number by the normal gravity value computed on the
 QW0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0066.degrees latitude (g = 980.6199 gals.).
 QW0066
 QW0066.The modeled gravity was interpolated from observed gravity values.
 QW0066
 QW0066;                    North         East    Units  Estimated Accuracy
 QW0066;SPC MT       -   193,220.      711,680.      MT  (+/- 180 meters Scaled)
 QW0066
 QW0066                          SUPERSEDED SURVEY CONTROL
 QW0066
 QW0066  NGVD 29 (??/??/92)  884.124  (m)         2900.66   (f) ADJ UNCH    1 2
 QW0066
 QW0066.Superseded values are not recommended for survey control.
 QW0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0066.See file dsdata.txt to determine how the superseded data were derived.
 QW0066
 QW0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR278959(NAD 83)
 QW0066_MARKER: DB = BENCH MARK DISK
 QW0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0066_STAMPING: A 27 1915 2900.663
 QW0066_MARK LOGO: CGS   
 QW0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0066+STABILITY: SURFACE MOTION
 QW0066
 QW0066  HISTORY     - Date     Condition        Report By
 QW0066  HISTORY     - 1915     MONUMENTED       CGS
 QW0066  HISTORY     - 1960     GOOD             NGS
 QW0066  HISTORY     - 1981     GOOD             NGS
 QW0066
 QW0066                          STATION DESCRIPTION
 QW0066
 QW0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0066'5.1 MI SW FROM POMPEYS PILLAR.
 QW0066'ABOUT 5.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0066'STATION AT POMPEYS PILLAR, IN SECTION 25, T 3 N, R 29 E, 14 POLES
 QW0066'SOUTHWEST OF MILEPOST 199, 9 1/2 RAILS NORTHEAST OF A ROAD CROSSING
 QW0066'138 FEET WEST-NORTHWEST AND ACROSS THE TRACKS FROM THE NEWTON STATION
 QW0066'SIGN, 90 FEET NORTHWEST OF THE NORTHWEST RAIL, 37 FEET SOUTHEAST OF
 QW0066'THE CENTER LINE OF U.S. HIGHWAY 10 AND 12, 1 FOOT SOUTHEAST OF A METAL
 QW0066'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 QW0066'TOP OF A CONCRETE POST PROJECTING 16 INCHES.  NOTE-- A 27 1915 WAS
 QW0066'STAMPED ON THE MARK BY THIS PARTY.
 QW0066
 QW0066                          STATION RECOVERY (1981)
 QW0066
 QW0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0178 ***********************************************************************
 TH0178  DESIGNATION -  A 271
 TH0178  PID         -  TH0178
 TH0178  STATE/COUNTY-  MT/SHERIDAN
 TH0178  USGS QUAD   -  SOO NW (1983)
 TH0178
 TH0178                         *CURRENT SURVEY CONTROL
 TH0178  ___________________________________________________________________
 TH0178* NAD 83(1986)-  48 44 38.     (N)    104 59 40.     (W)     SCALED    
 TH0178* NAVD 88     -       748.642  (meters)    2456.17   (feet)  ADJUSTED  
 TH0178  ___________________________________________________________________
 TH0178  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 TH0178  DYNAMIC HT  -         748.763 (meters)    2456.57  (feet)  COMP
 TH0178  MODELED GRAV-     980,747.7   (mgal)                       NAVD 88
 TH0178
 TH0178  VERT ORDER  -  SECOND    CLASS 0
 TH0178
 TH0178.The horizontal coordinates were scaled from a topographic map and have
 TH0178.an estimated accuracy of +/- 6 seconds.
 TH0178
 TH0178.The orthometric height was determined by differential leveling
 TH0178.and adjusted by the National Geodetic Survey in June 1991..
 TH0178
 TH0178.The geoid height was determined by GEOID03.
 TH0178
 TH0178.The dynamic height is computed by dividing the NAVD 88
 TH0178.geopotential number by the normal gravity value computed on the
 TH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0178.degrees latitude (g = 980.6199 gals.).
 TH0178
 TH0178.The modeled gravity was interpolated from observed gravity values.
 TH0178
 TH0178;                    North         East    Units  Estimated Accuracy
 TH0178;SPC MT       -   508,920.      931,140.      MT  (+/- 180 meters Scaled)
 TH0178
 TH0178                          SUPERSEDED SURVEY CONTROL
 TH0178
 TH0178  NGVD 29 (??/??/92)  748.085  (m)         2454.34   (f) ADJ UNCH    2 0
 TH0178
 TH0178.Superseded values are not recommended for survey control.
 TH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0178.See file dsdata.txt to determine how the superseded data were derived.
 TH0178
 TH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP004989(NAD 83)
 TH0178_MARKER: DB = BENCH MARK DISK
 TH0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0178_STAMPING: A 271 1935
 TH0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0178+STABILITY: SURFACE MOTION
 TH0178
 TH0178  HISTORY     - Date     Condition        Report By
 TH0178  HISTORY     - 1935     MONUMENTED       CGS
 TH0178  HISTORY     - 1953     GOOD             NGS
 TH0178  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0178
 TH0178                          STATION DESCRIPTION
 TH0178
 TH0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TH0178'7.0 MI S FROM REDSTONE.
 TH0178'7.0 MILES SOUTH ALONG THE BROCKTON ROAD FROM THE GREAT NORTHERN
 TH0178'RAILWAY STATION AT REDSTONE, SHERIDAN COUNTY, AT THE WEST QUARTER
 TH0178'CORNER OF SECTION 36, T 35 N, R 51 E, AT THE JUNCTION OF A PRIVATE
 TH0178'ROAD LEADING EAST, 45 FEET EAST OF THE CENTERLINE OF THE BROCKTON
 TH0178'ROAD, NEAR THE SOUTH SIDE OF THE PRIVATE ROAD, 12 FEET EAST OF A FENCE
 TH0178'CORNER, 2 FEET NORTH OF THE FENCE, AND 1 FOOT HIGHER THAN THE ROAD. A
 TH0178'STANDARD DISK, STAMPED A 271 1935 AND SET IN THE TOP OF A CONCRETE
 TH0178'POST.
 TH0178
 TH0178                          STATION RECOVERY (1977)
 TH0178
 TH0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0139 ***********************************************************************
 TK0139  DESIGNATION -  A 273
 TK0139  PID         -  TK0139
 TK0139  STATE/COUNTY-  MT/BLAINE
 TK0139  USGS QUAD   -  HARLEM (1964)
 TK0139
 TK0139                         *CURRENT SURVEY CONTROL
 TK0139  ___________________________________________________________________
 TK0139* NAD 83(1986)-  48 31 38.     (N)    108 45 38.     (W)     SCALED    
 TK0139* NAVD 88     -       718.526  (meters)    2357.36   (feet)  ADJUSTED  
 TK0139  ___________________________________________________________________
 TK0139  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TK0139  DYNAMIC HT  -         718.616 (meters)    2357.66  (feet)  COMP
 TK0139  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 TK0139
 TK0139  VERT ORDER  -  FIRST     CLASS II
 TK0139
 TK0139.The horizontal coordinates were scaled from a topographic map and have
 TK0139.an estimated accuracy of +/- 6 seconds.
 TK0139
 TK0139.The orthometric height was determined by differential leveling
 TK0139.and adjusted by the National Geodetic Survey in June 1991..
 TK0139
 TK0139.The geoid height was determined by GEOID03.
 TK0139
 TK0139.The dynamic height is computed by dividing the NAVD 88
 TK0139.geopotential number by the normal gravity value computed on the
 TK0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0139.degrees latitude (g = 980.6199 gals.).
 TK0139
 TK0139.The modeled gravity was interpolated from observed gravity values.
 TK0139
 TK0139;                    North         East    Units  Estimated Accuracy
 TK0139;SPC MT       -   475,560.      654,600.      MT  (+/- 180 meters Scaled)
 TK0139
 TK0139                          SUPERSEDED SURVEY CONTROL
 TK0139
 TK0139  NGVD 29 (??/??/92)  717.742  (m)         2354.79   (f) ADJ UNCH    1 2
 TK0139
 TK0139.Superseded values are not recommended for survey control.
 TK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0139.See file dsdata.txt to determine how the superseded data were derived.
 TK0139
 TK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU653773(NAD 83)
 TK0139_MARKER: DB = BENCH MARK DISK
 TK0139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TK0139_SP_SET: BRIDGE ABUTMENT
 TK0139_STAMPING: A 273 1935
 TK0139_MARK LOGO: CGS   
 TK0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0139+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1996
 TK0139
 TK0139  HISTORY     - Date     Condition        Report By
 TK0139  HISTORY     - 1935     MONUMENTED       CGS
 TK0139  HISTORY     - 1979     GOOD             NGS
 TK0139  HISTORY     - 1979     POOR             USGS
 TK0139  HISTORY     - 19960510 GOOD             MTDOT
 TK0139
 TK0139                          STATION DESCRIPTION
 TK0139
 TK0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0139'1.2 MI E FROM HARLEM.
 TK0139'1.2 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TK0139'STATION AT HARLEM, BLAINE COUNTY, AT A CURVE AND THE JUNCTION OF A
 TK0139'T-ROAD LEADING EAST, 125 FEET SOUTH OF THE GREAT NORTHERN RAILWAY
 TK0139'TRACK, AT A LARGE CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST
 TK0139'HEADWALL.  A STANDARD DISK, STAMPED A 273 1935.
 TK0139
 TK0139                          STATION RECOVERY (1979)
 TK0139
 TK0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0139'1.2 MILES EAST ALONG CENTRAL AVENUE (OLD U.S. HIGHWAY 2) FROM THE
 TK0139'JUNCTION OF CENTRAL AVENUE AND MAIN STREET IN HARLEM, SET IN THE TOP
 TK0139'OF THE NORTHWEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT AT
 TK0139'A Y-JUNCTION OF THE ROAD AND A GRAVEL ROAD LEADING EAST, 125 FEET
 TK0139'SOUTH OF THE SOUTH RAIL OF THE BURLINGTON NORTHERN RAILROAD, 117
 TK0139'FEET WEST OF POWER POLE NUMBER REA CO-OP 4, 45.5 FEET SOUTH OF THE
 TK0139'CENTER OF THE GRAVEL ROAD, AND 19.2 FEET NORTH OF THE CENTERLINE OF
 TK0139'THE ROAD.
 TK0139'THE MARK IS 2 FT BELOW THE ROAD.
 TK0139
 TK0139                          STATION RECOVERY (1979)
 TK0139
 TK0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 TK0139'MARK RECOVERED IN POOR CONDITION.
 TK0139
 TK0139                          STATION RECOVERY (1996)
 TK0139
 TK0139'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0139'1.2 MI (1.9 KM) EAST ALONG CENTRAL AVENUE FROM THE JUNCTION WITH MAIN
 TK0139'STREET, IN HARLEM, SET IN THE TOP OF THE NORTHWEST END OF THE NORTH
 TK0139'HEADWALL OF A CONCRETE CULVERT AT A FORK OF THE ROAD RUNNING ALONG THE
 TK0139'RAILROAD TRACKS, 125 FT (38.1 M) SOUTH OF THE SOUTH RAIL, 46.0 FT
 TK0139'(14.0 M) SOUTH OF THE CENTER OF THE EAST GRAVEL ROAD, 19.0 FT (5.8 M)
 TK0139'NORTHEAST OF THE CENTER OF A ROAD LEADING SOUTH AND 2.3 FT (0.7 M)
 TK0139'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0686 ***********************************************************************
 TK0686  DESIGNATION -  A 274 RESET
 TK0686  PID         -  TK0686
 TK0686  STATE/COUNTY-  MT/BLAINE
 TK0686  USGS QUAD   -  SAVOY (1964)
 TK0686
 TK0686                         *CURRENT SURVEY CONTROL
 TK0686  ___________________________________________________________________
 TK0686* NAD 83(1986)-  48 24 55.     (N)    108 31 59.     (W)     SCALED    
 TK0686* NAVD 88     -       715.21   (meters)    2346.5    (feet)  RESET     
 TK0686  ___________________________________________________________________
 TK0686  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TK0686
 TK0686  VERT ORDER  -  THIRD
 TK0686
 TK0686.The horizontal coordinates were scaled from a topographic map and have
 TK0686.an estimated accuracy of +/- 6 seconds.
 TK0686
 TK0686.The orthometric height was computed from unverified reset data.
 TK0686.No vertical observational check was made to the station.
 TK0686
 TK0686.The geoid height was determined by GEOID03.
 TK0686
 TK0686;                    North         East    Units  Estimated Accuracy
 TK0686;SPC MT       -   463,300.      671,550.      MT  (+/- 180 meters Scaled)
 TK0686
 TK0686                          SUPERSEDED SURVEY CONTROL
 TK0686
 TK0686  NGVD 29 (03/30/06)  714.46   (m)         2344.0    (f) RESET       3  
 TK0686
 TK0686.Superseded values are not recommended for survey control.
 TK0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0686.See file dsdata.txt to determine how the superseded data were derived.
 TK0686
 TK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU825653(NAD 83)
 TK0686_MARKER: I = METAL ROD
 TK0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0686_SP_SET: STAINLESS STEEL ROD
 TK0686_STAMPING: A 274 RESET 1991
 TK0686_MARK LOGO: NGS   
 TK0686_PROJECTION: FLUSH
 TK0686_MAGNETIC: I = MARKER IS A STEEL ROD
 TK0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0686+SATELLITE: SATELLITE OBSERVATIONS - 1991
 TK0686_ROD/PIPE-DEPTH: 1.9  meters
 TK0686
 TK0686  HISTORY     - Date     Condition        Report By
 TK0686  HISTORY     - 1991     MONUMENTED       NGS
 TK0686
 TK0686                          STATION DESCRIPTION
 TK0686
 TK0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TK0686'THE STATION IS LOCATED ABOUT 11 MI (17.70 KM) EAST OF FT BELNAP, AT A
 TK0686'CROSSROAD AND ALONG THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY 2.  TO
 TK0686'REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 66, IN
 TK0686'FT BELNAP, GO EAST-SOUTHEAST ON U.S. HIGHWAY 2 FOR 11.3 MI (18.19
 TK0686'KM) TO THE MARK ON THE RIGHT AT THE JUNCTION OF A DIRT ROAD, 6.1 M
 TK0686'(20.01 FT) EAST OF THE CENTER OF THE DIRT ROAD, 1.0 M (3.28 FT) SOUTH
 TK0686'OF THE RIGHT OF WAY AND 0.53 M (1.74 FT) EAST OF A WITNESS POST.  THE
 TK0686'MARK IS IN A FIELD AND THE CENTER LINE OF THE HIGHWAY IS NOT YET
 TK0686'MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0101 ***********************************************************************
 TK0101  DESIGNATION -  A 275
 TK0101  PID         -  TK0101
 TK0101  STATE/COUNTY-  MT/BLAINE
 TK0101  USGS QUAD   -  LODGE POLE (1971)
 TK0101
 TK0101                         *CURRENT SURVEY CONTROL
 TK0101  ___________________________________________________________________
 TK0101* NAD 83(1986)-  48 03 10.     (N)    108 31 46.     (W)     SCALED    
 TK0101* NAVD 88     -      1025.984  (meters)    3366.08   (feet)  ADJUSTED  
 TK0101  ___________________________________________________________________
 TK0101  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 TK0101  DYNAMIC HT  -        1026.004 (meters)    3366.15  (feet)  COMP
 TK0101  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 TK0101
 TK0101  VERT ORDER  -  SECOND    CLASS 0
 TK0101
 TK0101.The horizontal coordinates were scaled from a topographic map and have
 TK0101.an estimated accuracy of +/- 6 seconds.
 TK0101
 TK0101.The orthometric height was determined by differential leveling
 TK0101.and adjusted by the National Geodetic Survey in June 1991..
 TK0101
 TK0101.The geoid height was determined by GEOID03.
 TK0101
 TK0101.The dynamic height is computed by dividing the NAVD 88
 TK0101.geopotential number by the normal gravity value computed on the
 TK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0101.degrees latitude (g = 980.6199 gals.).
 TK0101
 TK0101.The modeled gravity was interpolated from observed gravity values.
 TK0101
 TK0101;                    North         East    Units  Estimated Accuracy
 TK0101;SPC MT       -   423,010.      672,320.      MT  (+/- 180 meters Scaled)
 TK0101
 TK0101                          SUPERSEDED SURVEY CONTROL
 TK0101
 TK0101  NGVD 29 (??/??/92) 1025.160  (m)         3363.38   (f) ADJ UNCH    2 0
 TK0101
 TK0101.Superseded values are not recommended for survey control.
 TK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0101.See file dsdata.txt to determine how the superseded data were derived.
 TK0101
 TK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU840251(NAD 83)
 TK0101_MARKER: DB = BENCH MARK DISK
 TK0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0101_STAMPING: A 275 1935
 TK0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0101+STABILITY: SURFACE MOTION
 TK0101
 TK0101  HISTORY     - Date     Condition        Report By
 TK0101  HISTORY     - 1935     MONUMENTED       CGS
 TK0101  HISTORY     - 1971     GOOD             USGS
 TK0101
 TK0101                          STATION DESCRIPTION
 TK0101
 TK0101'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 TK0101'1.8 MI N FROM LODGEPOLE.
 TK0101'LODGEPOLE SCHOOL, 1.2 MILES NORTH OF, 440 FEET EAST OF THE GRADED
 TK0101'ROAD, 168 FEET NORTH OF A THENCE, AND 41 FEET EAST OF THE OLD
 TK0101'ABUNDENED ROAD, IN A CONCRETE POST, A STANDARD USC AND GS TABLET
 TK0101'STAMPED A 275 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0031 ***********************************************************************
 TK0031  DESIGNATION -  A 276
 TK0031  PID         -  TK0031
 TK0031  STATE/COUNTY-  MT/BLAINE
 TK0031  USGS QUAD   -  BALL COULEE (1971)
 TK0031
 TK0031                         *CURRENT SURVEY CONTROL
 TK0031  ___________________________________________________________________
 TK0031* NAD 83(1986)-  48 01 14.     (N)    108 29 48.     (W)     SCALED    
 TK0031* NAVD 88     -      1048.818  (meters)    3441.00   (feet)  ADJUSTED  
 TK0031  ___________________________________________________________________
 TK0031  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TK0031  DYNAMIC HT  -        1048.833 (meters)    3441.05  (feet)  COMP
 TK0031  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 TK0031
 TK0031  VERT ORDER  -  SECOND    CLASS 0
 TK0031
 TK0031.The horizontal coordinates were scaled from a topographic map and have
 TK0031.an estimated accuracy of +/- 6 seconds.
 TK0031
 TK0031.The orthometric height was determined by differential leveling
 TK0031.and adjusted by the National Geodetic Survey in June 1991..
 TK0031
 TK0031.The geoid height was determined by GEOID03.
 TK0031
 TK0031.The dynamic height is computed by dividing the NAVD 88
 TK0031.geopotential number by the normal gravity value computed on the
 TK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0031.degrees latitude (g = 980.6199 gals.).
 TK0031
 TK0031.The modeled gravity was interpolated from observed gravity values.
 TK0031
 TK0031;                    North         East    Units  Estimated Accuracy
 TK0031;SPC MT       -   419,460.      674,810.      MT  (+/- 180 meters Scaled)
 TK0031
 TK0031                          SUPERSEDED SURVEY CONTROL
 TK0031
 TK0031  NGVD 29 (??/??/92) 1047.968  (m)         3438.21   (f) ADJ UNCH    2 0
 TK0031
 TK0031.Superseded values are not recommended for survey control.
 TK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0031.See file dsdata.txt to determine how the superseded data were derived.
 TK0031
 TK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU866216(NAD 83)
 TK0031_MARKER: DB = BENCH MARK DISK
 TK0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0031_STAMPING: A 276 1935
 TK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0031+STABILITY: SURFACE MOTION
 TK0031
 TK0031  HISTORY     - Date     Condition        Report By
 TK0031  HISTORY     - 1935     MONUMENTED       CGS
 TK0031  HISTORY     - 1948     MARK NOT FOUND   NGS
 TK0031  HISTORY     - 1971     MARK NOT FOUND   USGS
 TK0031
 TK0031                          STATION DESCRIPTION
 TK0031
 TK0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TK0031'1.9 MI NE FROM LODGEPOLE.
 TK0031'1.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM LODGEPOLE, BLAINE COUNTY,
 TK0031'AT THE Y-JUNCTION OF THE LODGEPOLE-DODSON ROAD AND A ROAD LEADING
 TK0031'SOUTHEAST, 28 FEET NORTHWEST OF THE CENTERLINE OF THE SIDE ROAD, 20
 TK0031'FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN ROAD, AND 2 FEET BELOW
 TK0031'THE LEVEL OF THE FILL BETWEEN THE TWO ROADS.  A STANDARD DISK, STAMPED
 TK0031'A 276 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- IT WAS
 TK0031'REPORTED IN AUGUST 1948 THAT IT IS BELIEVED THE MARK HAS BEEN
 TK0031'DESTROYED BY ROAD CONSTRUCTION.
 TK0031
 TK0031                          STATION RECOVERY (1971)
 TK0031
 TK0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TK0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0045 ***********************************************************************
 SR0045  DESIGNATION -  A 277
 SR0045  PID         -  SR0045
 SR0045  STATE/COUNTY-  MT/PHILLIPS
 SR0045  USGS QUAD   -  BLIZZARD RESERVOIR (1971)
 SR0045
 SR0045                         *CURRENT SURVEY CONTROL
 SR0045  ___________________________________________________________________
 SR0045* NAD 83(1986)-  47 37 41.     (N)    108 22 21.     (W)     SCALED    
 SR0045* NAVD 88     -       867.934  (meters)    2847.55   (feet)  ADJUSTED  
 SR0045  ___________________________________________________________________
 SR0045  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 SR0045  DYNAMIC HT  -         867.953 (meters)    2847.61  (feet)  COMP
 SR0045  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 SR0045
 SR0045  VERT ORDER  -  SECOND    CLASS 0
 SR0045
 SR0045.The horizontal coordinates were scaled from a topographic map and have
 SR0045.an estimated accuracy of +/- 6 seconds.
 SR0045
 SR0045.The orthometric height was determined by differential leveling
 SR0045.and adjusted by the National Geodetic Survey in June 1991..
 SR0045
 SR0045.The geoid height was determined by GEOID03.
 SR0045
 SR0045.The dynamic height is computed by dividing the NAVD 88
 SR0045.geopotential number by the normal gravity value computed on the
 SR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0045.degrees latitude (g = 980.6199 gals.).
 SR0045
 SR0045.The modeled gravity was interpolated from observed gravity values.
 SR0045
 SR0045;                    North         East    Units  Estimated Accuracy
 SR0045;SPC MT       -   375,970.      684,690.      MT  (+/- 180 meters Scaled)
 SR0045
 SR0045                          SUPERSEDED SURVEY CONTROL
 SR0045
 SR0045  NGVD 29 (??/??/92)  867.186  (m)         2845.09   (f) ADJ UNCH    2 0
 SR0045
 SR0045.Superseded values are not recommended for survey control.
 SR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0045.See file dsdata.txt to determine how the superseded data were derived.
 SR0045
 SR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT973783(NAD 83)
 SR0045_MARKER: DB = BENCH MARK DISK
 SR0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0045_STAMPING: A 277 1935
 SR0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0045+STABILITY: SURFACE MOTION
 SR0045
 SR0045  HISTORY     - Date     Condition        Report By
 SR0045  HISTORY     - 1935     MONUMENTED       CGS
 SR0045  HISTORY     - 1971     GOOD             USGS
 SR0045
 SR0045                          STATION DESCRIPTION
 SR0045
 SR0045'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SR0045'19.4 MI NE FROM WILDER.
 SR0045'BM IS ABOUT 12 1/4 MILES EAST AND 12 MILES SOUTH OF THE JUNCTION OF US
 SR0045'HWY. 191 AND MONTANA HWY 376 (KNOWN AS D-Y JUNCTION).  T 22N, R 26E IN
 SR0045'THE NW 1/4 OF SECTION 34, AT A CURVE AROUND A DRAW, AT THE CREST OF A
 SR0045'RISE AND 21 FT. NE OF THE CENTERLINE OF THE ROAD, A C AND GS STANDARD
 SR0045'DISK, STAMPED A 277 1935 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0205 ***********************************************************************
 TK0205  DESIGNATION -  A 278
 TK0205  PID         -  TK0205
 TK0205  STATE/COUNTY-  MT/HILL
 TK0205  USGS QUAD   -  CEMENT HILL (1984)
 TK0205
 TK0205                         *CURRENT SURVEY CONTROL
 TK0205  ___________________________________________________________________
 TK0205* NAD 83(1986)-  48 28 55.     (N)    109 41 37.     (W)     SCALED    
 TK0205* NAVD 88     -       937.187  (meters)    3074.75   (feet)  ADJUSTED  
 TK0205  ___________________________________________________________________
 TK0205  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 TK0205  DYNAMIC HT  -         937.251 (meters)    3074.96  (feet)  COMP
 TK0205  MODELED GRAV-     980,647.0   (mgal)                       NAVD 88
 TK0205
 TK0205  VERT ORDER  -  SECOND    CLASS 0
 TK0205
 TK0205.The horizontal coordinates were scaled from a topographic map and have
 TK0205.an estimated accuracy of +/- 6 seconds.
 TK0205
 TK0205.The orthometric height was determined by differential leveling
 TK0205.and adjusted by the National Geodetic Survey in June 1991..
 TK0205
 TK0205.The geoid height was determined by GEOID03.
 TK0205
 TK0205.The dynamic height is computed by dividing the NAVD 88
 TK0205.geopotential number by the normal gravity value computed on the
 TK0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0205.degrees latitude (g = 980.6199 gals.).
 TK0205
 TK0205.The modeled gravity was interpolated from observed gravity values.
 TK0205
 TK0205;                    North         East    Units  Estimated Accuracy
 TK0205;SPC MT       -   470,280.      585,690.      MT  (+/- 180 meters Scaled)
 TK0205
 TK0205                          SUPERSEDED SURVEY CONTROL
 TK0205
 TK0205  NGVD 29 (??/??/92)  936.453  (m)         3072.35   (f) ADJ UNCH    2 0
 TK0205
 TK0205.Superseded values are not recommended for survey control.
 TK0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0205.See file dsdata.txt to determine how the superseded data were derived.
 TK0205
 TK0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU965706(NAD 83)
 TK0205_MARKER: DB = BENCH MARK DISK
 TK0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0205_STAMPING: A 278 1935
 TK0205_MARK LOGO: CGS   
 TK0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0205+STABILITY: SURFACE MOTION
 TK0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0205+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1996
 TK0205
 TK0205  HISTORY     - Date     Condition        Report By
 TK0205  HISTORY     - 1935     MONUMENTED       CGS
 TK0205  HISTORY     - 19960613 GOOD             MTDOT
 TK0205
 TK0205                          STATION DESCRIPTION
 TK0205
 TK0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0205'5.2 MI S FROM HAVRE.
 TK0205'5.2 MILES SOUTH ALONG THE WARRICK ROAD FROM THE GREAT NORTHERN RAILWAY
 TK0205'STATION AT HAVRE, HILL COUNTY, AT A TURN TO THE NORTHEAST AND THE
 TK0205'JUNCTION OF A T-ROAD LEADING SOUTHWEST, AND 90 FEET SOUTH OF THE
 TK0205'CENTER OF THE JUNCTION.  A STANDARD DISK, STAMPED A 278 1935 AND SET
 TK0205'IN THE TOP OF A CONCRETE POST.
 TK0205
 TK0205                          STATION RECOVERY (1996)
 TK0205
 TK0205'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0205'2.65 MI (4.26 KM) SOUTH ALONG STATE HIGHWAY 234 FROM THE JUNCTION WITH
 TK0205'U.S.  HIGHWAY 2, IN HAVRE, TO A ROAD LEFT, THEN 0.5 MI (0.8 KM) SOUTH
 TK0205'ALONG A GRAVEL ROAD KNOWN AS THE WARRICK ROAD TO A CURVE AND THE MARK
 TK0205'93.0 FT (28.3 M) SOUTH OF THE APEX OF THE CURVE, 60.0 FT (18.3 M) EAST
 TK0205'OF A FENCE CORNER, 18.5 FT (5.6 M) SOUTH OF A WITNESS POST AND 18.0 FT
 TK0205'(5.5 M) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0115 ***********************************************************************
 RU0115  DESIGNATION -  A 28
 RU0115  PID         -  RU0115
 RU0115  STATE/COUNTY-  MT/ROSEBUD
 RU0115  USGS QUAD   -  ORINOCO (1984)
 RU0115
 RU0115                         *CURRENT SURVEY CONTROL
 RU0115  ___________________________________________________________________
 RU0115* NAD 83(1986)-  46 17 40.     (N)    106 32 45.     (W)     SCALED    
 RU0115* NAVD 88     -       760.532  (meters)    2495.18   (feet)  ADJUSTED  
 RU0115  ___________________________________________________________________
 RU0115  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 RU0115  DYNAMIC HT  -         760.461 (meters)    2494.95  (feet)  COMP
 RU0115  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 RU0115
 RU0115  VERT ORDER  -  FIRST     CLASS II
 RU0115
 RU0115.The horizontal coordinates were scaled from a topographic map and have
 RU0115.an estimated accuracy of +/- 6 seconds.
 RU0115
 RU0115.The orthometric height was determined by differential leveling
 RU0115.and adjusted by the National Geodetic Survey in June 1991..
 RU0115
 RU0115.The geoid height was determined by GEOID03.
 RU0115
 RU0115.The dynamic height is computed by dividing the NAVD 88
 RU0115.geopotential number by the normal gravity value computed on the
 RU0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0115.degrees latitude (g = 980.6199 gals.).
 RU0115
 RU0115.The modeled gravity was interpolated from observed gravity values.
 RU0115
 RU0115;                    North         East    Units  Estimated Accuracy
 RU0115;SPC MT       -   231,480.      827,450.      MT  (+/- 180 meters Scaled)
 RU0115
 RU0115                          SUPERSEDED SURVEY CONTROL
 RU0115
 RU0115  NGVD 29 (??/??/92)  759.911  (m)         2493.14   (f) ADJ UNCH    1 2
 RU0115
 RU0115.Superseded values are not recommended for survey control.
 RU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0115.See file dsdata.txt to determine how the superseded data were derived.
 RU0115
 RU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM809279(NAD 83)
 RU0115_MARKER: DB = BENCH MARK DISK
 RU0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0115_STAMPING: A 28 1915
 RU0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0115+STABILITY: SURFACE MOTION
 RU0115
 RU0115  HISTORY     - Date     Condition        Report By
 RU0115  HISTORY     - 1915     MONUMENTED       CGS
 RU0115  HISTORY     - 1960     POOR             NGS
 RU0115
 RU0115                          STATION DESCRIPTION
 RU0115
 RU0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0115'5.55 MI SW FROM ROSEBUD.
 RU0115'ABOUT 5.55 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0115'STATION AT ROSEBUD, 31 FEET SOUTH OF THE 7TH TELEPHONE POLE EAST OF
 RU0115'MILEPOST 117, IN SECTION 12, R 41 E, T 6 N, 51 FEET SOUTH OF THE SOUTH
 RU0115'RAIL OF THE MAIN TRACK, 75 FEET NORTHWEST OF A 36-INCH COTTON WOOD
 RU0115'TREE, 10 FEET SOUTH OF A FENCE, ABOUT 2 FEET BELOW THE TRACK, AND IN
 RU0115'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.  NOTE-- C AND GS
 RU0115'BENCH MARK C 148 IS 0.1 MILE SOUTHWEST OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0166 ***********************************************************************
 TK0166  DESIGNATION -  A 280
 TK0166  PID         -  TK0166
 TK0166  STATE/COUNTY-  MT/BLAINE
 TK0166  USGS QUAD   -  MILES BUTTE (1987)
 TK0166
 TK0166                         *CURRENT SURVEY CONTROL
 TK0166  ___________________________________________________________________
 TK0166* NAD 83(1986)-  48 17 49.     (N)    109 04 04.     (W)     SCALED    
 TK0166* NAVD 88     -      1015.683  (meters)    3332.29   (feet)  ADJUSTED  
 TK0166  ___________________________________________________________________
 TK0166  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TK0166  DYNAMIC HT  -        1015.745 (meters)    3332.49  (feet)  COMP
 TK0166  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 TK0166
 TK0166  VERT ORDER  -  SECOND    CLASS 0
 TK0166
 TK0166.The horizontal coordinates were scaled from a topographic map and have
 TK0166.an estimated accuracy of +/- 6 seconds.
 TK0166
 TK0166.The orthometric height was determined by differential leveling
 TK0166.and adjusted by the National Geodetic Survey in June 1991..
 TK0166
 TK0166.The geoid height was determined by GEOID03.
 TK0166
 TK0166.The dynamic height is computed by dividing the NAVD 88
 TK0166.geopotential number by the normal gravity value computed on the
 TK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0166.degrees latitude (g = 980.6199 gals.).
 TK0166
 TK0166.The modeled gravity was interpolated from observed gravity values.
 TK0166
 TK0166;                    North         East    Units  Estimated Accuracy
 TK0166;SPC MT       -   449,790.      632,060.      MT  (+/- 180 meters Scaled)
 TK0166
 TK0166                          SUPERSEDED SURVEY CONTROL
 TK0166
 TK0166  NGVD 29 (??/??/92) 1014.885  (m)         3329.67   (f) ADJ UNCH    2 0
 TK0166
 TK0166.Superseded values are not recommended for survey control.
 TK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0166.See file dsdata.txt to determine how the superseded data were derived.
 TK0166
 TK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU433511(NAD 83)
 TK0166_MARKER: DB = BENCH MARK DISK
 TK0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0166_STAMPING: A 280 1935
 TK0166_MARK LOGO: CGS   
 TK0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0166+STABILITY: SURFACE MOTION
 TK0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0166+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1996
 TK0166
 TK0166  HISTORY     - Date     Condition        Report By
 TK0166  HISTORY     - 1935     MONUMENTED       CGS
 TK0166  HISTORY     - 19960510 GOOD             MTDOT
 TK0166
 TK0166                          STATION DESCRIPTION
 TK0166
 TK0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0166'5.2 MI E FROM CLEVELAND.
 TK0166'5.2 MILES EAST ALONG THE CHINOOK ROAD FROM CLEVELAND, BLAINE COUNTY,
 TK0166'200 FEET WEST OF THE JUNCTION OF THE HAYS ROAD, AT THE CREST OF A LOW
 TK0166'RISE, 75 FEET NORTHWEST OF A BRIDGE OVER A WASH, 36 FEET NORTH OF THE
 TK0166'CENTERLINE OF THE ROAD, AND AT A FENCE.  A STANDARD DISK, STAMPED A
 TK0166'280 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TK0166
 TK0166                          STATION RECOVERY (1996)
 TK0166
 TK0166'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0166'4.5 MI (7.2 KM) NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 TK0166'STATE HIGHWAY 240, IN CLEVELAND ABOUT 25 MI (40.2 KM) SOUTH OF
 TK0166'CHINOOK, TO THE MARK ON THE LEFT, 0.05 MI (0.08 KM) SOUTHWEST OF A
 TK0166'GRAVEL ROAD TO THE NORTH LEADING TO CHINOOK, 40.0 FT (12.2 M) NORTH OF
 TK0166'THE CENTER OF THE ROAD, 1.2 FT (0.4 M) EAST OF A WITNESS POST AND 0.2
 TK0166'FT (6.1 CM) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0191 ***********************************************************************
 TK0191  DESIGNATION -  A 281
 TK0191  PID         -  TK0191
 TK0191  STATE/COUNTY-  MT/BLAINE
 TK0191  USGS QUAD   -  WILLIAMSON BUTTE (1987)
 TK0191
 TK0191                         *CURRENT SURVEY CONTROL
 TK0191  ___________________________________________________________________
 TK0191* NAD 83(1986)-  48 06 35.     (N)    109 18 18.     (W)     SCALED    
 TK0191* NAVD 88     -      1186.414  (meters)    3892.43   (feet)  ADJUSTED  
 TK0191  ___________________________________________________________________
 TK0191  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 TK0191  DYNAMIC HT  -        1186.417 (meters)    3892.44  (feet)  COMP
 TK0191  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 TK0191
 TK0191  VERT ORDER  -  SECOND    CLASS 0
 TK0191
 TK0191.The horizontal coordinates were scaled from a topographic map and have
 TK0191.an estimated accuracy of +/- 6 seconds.
 TK0191
 TK0191.The orthometric height was determined by differential leveling
 TK0191.and adjusted by the National Geodetic Survey in June 1991..
 TK0191
 TK0191.The geoid height was determined by GEOID03.
 TK0191
 TK0191.The dynamic height is computed by dividing the NAVD 88
 TK0191.geopotential number by the normal gravity value computed on the
 TK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0191.degrees latitude (g = 980.6199 gals.).
 TK0191
 TK0191.The modeled gravity was interpolated from observed gravity values.
 TK0191
 TK0191;                    North         East    Units  Estimated Accuracy
 TK0191;SPC MT       -   428,910.      614,520.      MT  (+/- 180 meters Scaled)
 TK0191
 TK0191                          SUPERSEDED SURVEY CONTROL
 TK0191
 TK0191  NGVD 29 (??/??/92) 1185.574  (m)         3889.67   (f) ADJ UNCH    2 0
 TK0191
 TK0191.Superseded values are not recommended for survey control.
 TK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0191.See file dsdata.txt to determine how the superseded data were derived.
 TK0191
 TK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU261298(NAD 83)
 TK0191_MARKER: DB = BENCH MARK DISK
 TK0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0191_STAMPING: A 281 1935
 TK0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0191+STABILITY: SURFACE MOTION
 TK0191
 TK0191  HISTORY     - Date     Condition        Report By
 TK0191  HISTORY     - 1935     MONUMENTED       CGS
 TK0191  HISTORY     - 1955     GOOD             USGS
 TK0191
 TK0191                          STATION DESCRIPTION
 TK0191
 TK0191'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0191'20.2 MI SW FROM CLEVELAND.
 TK0191'20.2 MILES SOUTHWEST ALONG THE LEROY ROAD FROM THE JUNCTION OF THE
 TK0191'CHINOOK ROAD AT CLEVELAND, BLAINE COUNTY, 0.1 MILE NORTH OF A WASH, 42
 TK0191'FEET SOUTHWEST OF ROAD, 30 FEET NORTHWEST OF THE CENTER OF A GATE, AND
 TK0191'AT A FENCE.  A STANDARD DISK, STAMPED A 281 1935 AND SET IN THE TOP OF
 TK0191'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0263 ***********************************************************************
 TH0263  DESIGNATION -  A 286
 TH0263  PID         -  TH0263
 TH0263  STATE/COUNTY-  MT/ROOSEVELT
 TH0263  USGS QUAD   -  WINDY BUTTE (1983)
 TH0263
 TH0263                         *CURRENT SURVEY CONTROL
 TH0263  ___________________________________________________________________
 TH0263* NAD 83(1986)-  48 29 31.     (N)    105 16 03.     (W)     SCALED    
 TH0263* NAVD 88     -       691.366  (meters)    2268.26   (feet)  ADJUSTED  
 TH0263  ___________________________________________________________________
 TH0263  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TH0263  DYNAMIC HT  -         691.466 (meters)    2268.58  (feet)  COMP
 TH0263  MODELED GRAV-     980,732.7   (mgal)                       NAVD 88
 TH0263
 TH0263  VERT ORDER  -  SECOND    CLASS 0
 TH0263
 TH0263.The horizontal coordinates were scaled from a topographic map and have
 TH0263.an estimated accuracy of +/- 6 seconds.
 TH0263
 TH0263.The orthometric height was determined by differential leveling
 TH0263.and adjusted by the National Geodetic Survey in June 1991..
 TH0263
 TH0263.The geoid height was determined by GEOID03.
 TH0263
 TH0263.The dynamic height is computed by dividing the NAVD 88
 TH0263.geopotential number by the normal gravity value computed on the
 TH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0263.degrees latitude (g = 980.6199 gals.).
 TH0263
 TH0263.The modeled gravity was interpolated from observed gravity values.
 TH0263
 TH0263;                    North         East    Units  Estimated Accuracy
 TH0263;SPC MT       -   479,830.      912,600.      MT  (+/- 180 meters Scaled)
 TH0263
 TH0263                          SUPERSEDED SURVEY CONTROL
 TH0263
 TH0263  NGVD 29 (??/??/92)  690.795  (m)         2266.38   (f) ADJ UNCH    2 0
 TH0263
 TH0263.Superseded values are not recommended for survey control.
 TH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0263.See file dsdata.txt to determine how the superseded data were derived.
 TH0263
 TH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP802710(NAD 83)
 TH0263_MARKER: DB = BENCH MARK DISK
 TH0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0263_STAMPING: A-286 1935
 TH0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0263+STABILITY: SURFACE MOTION
 TH0263
 TH0263  HISTORY     - Date     Condition        Report By
 TH0263  HISTORY     - 1935     MONUMENTED       CGS
 TH0263  HISTORY     - 1973     MARK NOT FOUND   USGS
 TH0263  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0263
 TH0263                          STATION DESCRIPTION
 TH0263
 TH0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0263'30.7 MI SE FROM SCOBEY.
 TH0263'IN ROOSEVELT COUNTY, 21.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE
 TH0263'GREAT NORTHERN RAILWAY STATION AT SCOBEY, DANIELS COUNTY, THENCE 9.0
 TH0263'MILES EAST ALONG ROADS.  AT THE NORTH QUARTER-CORNER OF SECTION 31, T
 TH0263'32 N, R 50 E, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 TH0263'NORTH OF A FENCE CORNER (A T-FENCE LEADS SOUTH), AND LEVEL WITH THE
 TH0263'ROAD.  A STANDARD DISK, STAMPED A 286 1935 AND SET IN THE TOP OF A
 TH0263'CONCRETE POST.
 TH0263
 TH0263                          STATION RECOVERY (1973)
 TH0263
 TH0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TH0263'MARK NOT FOUND.
 TH0263
 TH0263                          STATION RECOVERY (1977)
 TH0263
 TH0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0161 ***********************************************************************
 RT0161  DESIGNATION -  A 29
 RT0161  PID         -  RT0161
 RT0161  STATE/COUNTY-  MT/PRAIRIE
 RT0161  USGS QUAD   -  TERRY (1972)
 RT0161
 RT0161                         *CURRENT SURVEY CONTROL
 RT0161  ___________________________________________________________________
 RT0161* NAD 83(1986)-  46 47 29.     (N)    105 18 32.     (W)     SCALED    
 RT0161* NAVD 88     -       687.112  (meters)    2254.30   (feet)  ADJUSTED  
 RT0161  ___________________________________________________________________
 RT0161  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 RT0161  DYNAMIC HT  -         687.097 (meters)    2254.25  (feet)  COMP
 RT0161  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 RT0161
 RT0161  VERT ORDER  -  FIRST     CLASS II
 RT0161
 RT0161.The horizontal coordinates were scaled from a topographic map and have
 RT0161.an estimated accuracy of +/- 6 seconds.
 RT0161
 RT0161.The orthometric height was determined by differential leveling
 RT0161.and adjusted by the National Geodetic Survey in June 1991..
 RT0161.WARNING-Repeat measurements at this control monument indicate possible
 RT0161.vertical movement.
 RT0161
 RT0161.The geoid height was determined by GEOID03.
 RT0161
 RT0161.The dynamic height is computed by dividing the NAVD 88
 RT0161.geopotential number by the normal gravity value computed on the
 RT0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0161.degrees latitude (g = 980.6199 gals.).
 RT0161
 RT0161.The modeled gravity was interpolated from observed gravity values.
 RT0161
 RT0161;                    North         East    Units  Estimated Accuracy
 RT0161;SPC MT       -   290,960.      919,650.      MT  (+/- 180 meters Scaled)
 RT0161
 RT0161                          SUPERSEDED SURVEY CONTROL
 RT0161
 RT0161  NGVD 29 (??/??/92)  686.592  (m)         2252.59   (f) ADJ UNCH    1 2
 RT0161
 RT0161.Superseded values are not recommended for survey control.
 RT0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0161.See file dsdata.txt to determine how the superseded data were derived.
 RT0161
 RT0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM764820(NAD 83)
 RT0161_MARKER: DB = BENCH MARK DISK
 RT0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0161_SP_SET: STEP
 RT0161_STAMPING: A 29 2252.742
 RT0161_MARK LOGO: CGS   
 RT0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0161
 RT0161  HISTORY     - Date     Condition        Report By
 RT0161  HISTORY     - UNK      MONUMENTED       CGS
 RT0161  HISTORY     - 1960     GOOD             NGS
 RT0161  HISTORY     - 1981     GOOD             NGS
 RT0161
 RT0161                          STATION DESCRIPTION
 RT0161
 RT0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0161'IN TERRY.
 RT0161'200 FEET SOUTH AND ACROSS THE TRACK FROM THE NORTHERN PACIFIC RAILWAY
 RT0161'STATION AT TERRY, THENCE ABOUT 150 FEET EAST ALONG LAUNDRE AVENUE,
 RT0161'THENCE 0.2 MILE SOUTH ALONG MCDOANLD AVENUE, AT THE SOUTHEAST CORNER
 RT0161'OF THE INTERSECTION OF TOWNE AVENUE AND K STREET, IN THE TOP OF THE
 RT0161'WEST END OF THE BOTTOM STEP AT THE NORTH ENTRANCE OF THE MORE WESTERLY
 RT0161'OF TWO SCHOOL BUILDINGS, 137 FEET SOUTH OF THE CENTER LINE OF K
 RT0161'STREET, 187 FEET EAST OF THE CENTER LINE OF TOWNE AVENUE, AND ABOUT 6
 RT0161'INCHES ABOVE THE LEVEL OF THE SIDEWALK.
 RT0161
 RT0161                          STATION RECOVERY (1981)
 RT0161
 RT0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0108 ***********************************************************************
 RU0108  DESIGNATION -  A 292
 RU0108  PID         -  RU0108
 RU0108  STATE/COUNTY-  MT/ROSEBUD
 RU0108  USGS QUAD   -  ORINOCO (1984)
 RU0108
 RU0108                         *CURRENT SURVEY CONTROL
 RU0108  ___________________________________________________________________
 RU0108* NAD 83(1986)-  46 16 01.     (N)    106 36 45.     (W)     SCALED    
 RU0108* NAVD 88     -       830.099  (meters)    2723.42   (feet)  ADJUSTED  
 RU0108  ___________________________________________________________________
 RU0108  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 RU0108  DYNAMIC HT  -         830.017 (meters)    2723.15  (feet)  COMP
 RU0108  MODELED GRAV-     980,488.0   (mgal)                       NAVD 88
 RU0108
 RU0108  VERT ORDER  -  FIRST     CLASS II
 RU0108
 RU0108.This mark is at Tillitt Field Airport (1S3)
 RU0108
 RU0108.The horizontal coordinates were scaled from a topographic map and have
 RU0108.an estimated accuracy of +/- 6 seconds.
 RU0108
 RU0108.The orthometric height was determined by differential leveling
 RU0108.and adjusted by the National Geodetic Survey in June 1991..
 RU0108
 RU0108.The geoid height was determined by GEOID03.
 RU0108
 RU0108.The dynamic height is computed by dividing the NAVD 88
 RU0108.geopotential number by the normal gravity value computed on the
 RU0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0108.degrees latitude (g = 980.6199 gals.).
 RU0108
 RU0108.The modeled gravity was interpolated from observed gravity values.
 RU0108
 RU0108;                    North         East    Units  Estimated Accuracy
 RU0108;SPC MT       -   228,240.      822,430.      MT  (+/- 180 meters Scaled)
 RU0108
 RU0108                          SUPERSEDED SURVEY CONTROL
 RU0108
 RU0108  NGVD 29 (??/??/92)  829.472  (m)         2721.36   (f) ADJ UNCH    1 2
 RU0108
 RU0108.Superseded values are not recommended for survey control.
 RU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0108.See file dsdata.txt to determine how the superseded data were derived.
 RU0108
 RU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM757249(NAD 83)
 RU0108_MARKER: DB = BENCH MARK DISK
 RU0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RU0108_SP_SET: CONCRETE BASE
 RU0108_STAMPING: A 292 1937
 RU0108_MARK LOGO: CGS   
 RU0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0108
 RU0108  HISTORY     - Date     Condition        Report By
 RU0108  HISTORY     - 1937     MONUMENTED       CGS
 RU0108  HISTORY     - 1960     GOOD             NGS
 RU0108  HISTORY     - 1981     GOOD             NGS
 RU0108
 RU0108                          STATION DESCRIPTION
 RU0108
 RU0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0108'3.2 MI E FROM FORSYTH.
 RU0108'ABOUT 3.25 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0108'STATION AT FORSYTH, THENCE 0.15 MILE ACROSS A PASTURE, THENCE 1.4
 RU0108'MILES SOUTH ALONG A WINDING GRAVELED ROAD, SET IN THE TOP OF THE
 RU0108'SOUTHEAST CORNER OF THE CONCRETE BASE OF THE BEACON TOWER AT THE
 RU0108'FORSYTH AIRPORT, 0.5 FOOT SOUTHWEST OF THE SOUTHEAST LEG OF THE TOWER,
 RU0108'THIS MARK MAY ALSO BE REACHED BY GOING 3.2 MILES EAST ALONG U.S.
 RU0108'HIGHWAY 10 FROM FORSYTH, IN SECTION 17, R 41 E, T 6 N, 93 FEET NORTH
 RU0108'OF THE CENTER LINE OF THE HIGHWAY, 126 FEET NORTH-NORTHWEST OF THE
 RU0108'CENTER OF A GRAVELED ROAD INTERSECTION, 74 FEET SOUTHWEST OF THE
 RU0108'CENTER LINE OF THE GRAVELED ROAD, 23 FEET NORTH OF A FENCE, AND ABOUT
 RU0108'LEVEL WITH THE HIGHWAY.
 RU0108
 RU0108                          STATION RECOVERY (1981)
 RU0108
 RU0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0108'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0108'1.4 KM (0.85 MI) EAST AND SOUTH ALONG MAIN STREET FROM THE BURLINGTON
 RU0108'NORTHERN RAILROAD STATION IN FORSYTH, THENCE 4.2 KM (2.6 MI) EASTERLY
 RU0108'ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE ROAD), IN TOP OF THE
 RU0108'SOUTHEAST CORNER OF THE CONCRETE BASE OF THE FORSYTH AIRPORT BEACON,
 RU0108'AND 0.2 METER (0.5 FT) SOUTHWEST OF THE SOUTHEAST LEG OF THE BEACON.
 RU0108'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0291 ***********************************************************************
 RV0291  DESIGNATION -  A 293
 RV0291  PID         -  RV0291
 RV0291  STATE/COUNTY-  MT/WHEATLAND
 RV0291  USGS QUAD   -  HARLOWTON (1986)
 RV0291
 RV0291                         *CURRENT SURVEY CONTROL
 RV0291  ___________________________________________________________________
 RV0291* NAD 83(1986)-  46 26 19.     (N)    109 49 23.     (W)     SCALED    
 RV0291* NAVD 88     -      1275.538  (meters)    4184.83   (feet)  ADJUSTED  
 RV0291  ___________________________________________________________________
 RV0291  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RV0291  DYNAMIC HT  -        1275.276 (meters)    4183.97  (feet)  COMP
 RV0291  MODELED GRAV-     980,365.0   (mgal)                       NAVD 88
 RV0291
 RV0291  VERT ORDER  -  FIRST     CLASS II
 RV0291
 RV0291.The horizontal coordinates were scaled from a topographic map and have
 RV0291.an estimated accuracy of +/- 6 seconds.
 RV0291
 RV0291.The orthometric height was determined by differential leveling
 RV0291.and adjusted by the National Geodetic Survey in June 1991..
 RV0291
 RV0291.The geoid height was determined by GEOID03.
 RV0291
 RV0291.The dynamic height is computed by dividing the NAVD 88
 RV0291.geopotential number by the normal gravity value computed on the
 RV0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0291.degrees latitude (g = 980.6199 gals.).
 RV0291
 RV0291.The modeled gravity was interpolated from observed gravity values.
 RV0291
 RV0291;                    North         East    Units  Estimated Accuracy
 RV0291;SPC MT       -   243,260.      575,190.      MT  (+/- 180 meters Scaled)
 RV0291
 RV0291                          SUPERSEDED SURVEY CONTROL
 RV0291
 RV0291  NGVD 29 (??/??/92) 1274.613  (m)         4181.79   (f) ADJ UNCH    1 2
 RV0291
 RV0291.Superseded values are not recommended for survey control.
 RV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0291.See file dsdata.txt to determine how the superseded data were derived.
 RV0291
 RV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS904434(NAD 83)
 RV0291_MARKER: DB = BENCH MARK DISK
 RV0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0291_SP_SET: PIER
 RV0291_STAMPING: A 293 1961
 RV0291_MARK LOGO: CGS   
 RV0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0291
 RV0291  HISTORY     - Date     Condition        Report By
 RV0291  HISTORY     - 1961     MONUMENTED       CGS
 RV0291  HISTORY     - 1980     GOOD             NGS
 RV0291
 RV0291                          STATION DESCRIPTION
 RV0291
 RV0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0291'IN HARLOWTON.
 RV0291'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0291'HARLOWTON, SET VERTICALLY IN THE CENTER PIER OF THE HIGHWAY OVERPASS
 RV0291'OVER THE LEWISTOWN BRANCH OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0291'PACIFIC RAILROAD, IN THE SOUTHWEST FACE OF THE PIER, 11.2 FEET EAST OF
 RV0291'THE EAST RAIL OF THE MAIN TRACK, 2.3 FEET ABOVE THE GROUND.
 RV0291
 RV0291                          STATION RECOVERY (1980)
 RV0291
 RV0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0291'IN HARLOWTON, SET VERTICALLY IN THE SOUTHWEST END OF THE CENTER PIER
 RV0291'OF THE U.S. HIGHWAY 191 AND 12 OVERPASS OF THE CHICAGO, MILWAUKEE,
 RV0291'ST. PAUL AND PACIFIC RAILROAD.
 RV0291'THE MARK IS 0.9 M ABOVE THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0342 ***********************************************************************
 RV0342  DESIGNATION -  A 294
 RV0342  PID         -  RV0342
 RV0342  STATE/COUNTY-  MT/WHEATLAND
 RV0342  USGS QUAD   -  HEDGESVILLE (1986)
 RV0342
 RV0342                         *CURRENT SURVEY CONTROL
 RV0342  ___________________________________________________________________
 RV0342* NAD 83(1986)-  46 25 59.     (N)    109 31 43.     (W)     SCALED    
 RV0342* NAVD 88     -      1276.068  (meters)    4186.57   (feet)  ADJUSTED  
 RV0342  ___________________________________________________________________
 RV0342  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0342  DYNAMIC HT  -        1275.816 (meters)    4185.74  (feet)  COMP
 RV0342  MODELED GRAV-     980,371.9   (mgal)                       NAVD 88
 RV0342
 RV0342  VERT ORDER  -  SECOND    CLASS 0
 RV0342
 RV0342.The horizontal coordinates were scaled from a topographic map and have
 RV0342.an estimated accuracy of +/- 6 seconds.
 RV0342
 RV0342.The orthometric height was determined by differential leveling
 RV0342.and adjusted by the National Geodetic Survey in June 1991..
 RV0342
 RV0342.The geoid height was determined by GEOID03.
 RV0342
 RV0342.The dynamic height is computed by dividing the NAVD 88
 RV0342.geopotential number by the normal gravity value computed on the
 RV0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0342.degrees latitude (g = 980.6199 gals.).
 RV0342
 RV0342.The modeled gravity was interpolated from observed gravity values.
 RV0342
 RV0342;                    North         East    Units  Estimated Accuracy
 RV0342;SPC MT       -   242,590.      597,800.      MT  (+/- 180 meters Scaled)
 RV0342
 RV0342                          SUPERSEDED SURVEY CONTROL
 RV0342
 RV0342  NGVD 29 (??/??/92) 1275.166  (m)         4183.61   (f) ADJ UNCH    2 0
 RV0342
 RV0342.Superseded values are not recommended for survey control.
 RV0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0342.See file dsdata.txt to determine how the superseded data were derived.
 RV0342
 RV0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS130432(NAD 83)
 RV0342_MARKER: DB = BENCH MARK DISK
 RV0342_SETTING: 66 = SET IN ROCK OUTCROP
 RV0342_SP_SET: OUTCROP
 RV0342_STAMPING: A 294 1961
 RV0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0342+STABILITY: POSITION/ELEVATION WELL
 RV0342
 RV0342  HISTORY     - Date     Condition        Report By
 RV0342  HISTORY     - 1961     MONUMENTED       CGS
 RV0342
 RV0342                          STATION DESCRIPTION
 RV0342
 RV0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0342'2.4 MI S FROM HEDGESVILLE.
 RV0342'2.4 MILES SOUTH ALONG SHAWMUT ROAD FROM THE CROSSING OF THE GREAT
 RV0342'NORTHERN RAILWAY AT HEDGESVILLE, 0.1 MILE NORTH OF AN EAST-WEST ROAD,
 RV0342'105 YARDS SOUTH OF A 72-INCH CORRUGATED METAL PIPE CULVERT, 95 FEET
 RV0342'WEST OF THE CENTER LINE OF THE ROAD, 150 FEET SOUTH-SOUTHWEST OF THE
 RV0342'3RD POWER LINE POLE NORTH OF THE ROAD WEST, 32.5 FEET WEST OF A FENCE,
 RV0342'ABOUT 15 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A 4 BY 5 FOOT
 RV0342'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0507 ***********************************************************************
 RV0507  DESIGNATION -  A 295
 RV0507  PID         -  RV0507
 RV0507  STATE/COUNTY-  MT/WHEATLAND
 RV0507  USGS QUAD   -  ELEPHANT ROCKS (1986)
 RV0507
 RV0507                         *CURRENT SURVEY CONTROL
 RV0507  ___________________________________________________________________
 RV0507* NAD 83(1999)-  46 40 45.82472(N)    109 43 05.00214(W)     ADJUSTED  
 RV0507* NAVD 88     -      1436.301  (meters)    4712.26   (feet)  ADJUSTED  
 RV0507  ___________________________________________________________________
 RV0507  X           -  -1,479,349.915 (meters)                     COMP
 RV0507  Y           -  -4,127,565.001 (meters)                     COMP
 RV0507  Z           -   4,618,421.333 (meters)                     COMP
 RV0507  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 RV0507  ELLIP HEIGHT-        1424.47  (meters)          (04/26/01) GPS OBS
 RV0507  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 RV0507  DYNAMIC HT  -        1436.008 (meters)    4711.30  (feet)  COMP
 RV0507  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 RV0507
 RV0507  HORZ ORDER  -  B
 RV0507  VERT ORDER  -  SECOND    CLASS 0
 RV0507  ELLP ORDER  -  FOURTH    CLASS I
 RV0507
 RV0507.The horizontal coordinates were established by GPS observations
 RV0507.and adjusted by the National Geodetic Survey in April 2001..
 RV0507.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RV0507.DATUM ITEM on the data sheet items page.
 RV0507
 RV0507.The orthometric height was determined by differential leveling
 RV0507.and adjusted by the National Geodetic Survey in June 1991..
 RV0507
 RV0507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RV0507
 RV0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0507
 RV0507.The ellipsoidal height was determined by GPS observations
 RV0507.and is referenced to NAD 83.
 RV0507
 RV0507.The geoid height was determined by GEOID03.
 RV0507
 RV0507.The dynamic height is computed by dividing the NAVD 88
 RV0507.geopotential number by the normal gravity value computed on the
 RV0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0507.degrees latitude (g = 980.6199 gals.).
 RV0507
 RV0507.The modeled gravity was interpolated from observed gravity values.
 RV0507
 RV0507;                    North         East     Units Scale Factor Converg.
 RV0507;SPC MT       -   269,981.218   583,326.453   MT  0.99940945   -0 09 34.2
 RV0507;SPC MT       -   885,765.15  1,913,800.70   iFT  0.99940945   -0 09 34.2
 RV0507;UTM  12      - 5,170,335.539   598,041.500   MT  0.99971815   +0 55 57.8
 RV0507
 RV0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0507!SPC MT       -   0.99977676  x   0.99940945  =   0.99918634
 RV0507!UTM  12      -   0.99977676  x   0.99971815  =   0.99949497
 RV0507
 RV0507                          SUPERSEDED SURVEY CONTROL
 RV0507
 RV0507  NAD 83(1992)-  46 40 45.82375(N)    109 43 05.00026(W) AD(       ) B
 RV0507  ELLIP H (07/13/95) 1424.55   (m)                       GP(       ) 2 2
 RV0507  NAVD 88 (07/13/95) 1436.30   (m)         4712.3    (f) LEVELING    3  
 RV0507  NGVD 29 (??/??/92) 1435.327  (m)         4709.07   (f) ADJ UNCH    2 0
 RV0507
 RV0507.Superseded values are not recommended for survey control.
 RV0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0507.See file dsdata.txt to determine how the superseded data were derived.
 RV0507
 RV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS9804270336(NAD 83)
 RV0507_MARKER: DB = BENCH MARK DISK
 RV0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0507_STAMPING: A 295 1961
 RV0507_MARK LOGO: CGS   
 RV0507_MAGNETIC: N = NO MAGNETIC MATERIAL
 RV0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0507+STABILITY: SURFACE MOTION
 RV0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RV0507+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1995
 RV0507
 RV0507  HISTORY     - Date     Condition        Report By
 RV0507  HISTORY     - 1961     MONUMENTED       CGS
 RV0507  HISTORY     - 19950123 GOOD             MTDOT
 RV0507
 RV0507                          STATION DESCRIPTION
 RV0507
 RV0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0507'1.65 MI E FROM JUDITH GAP.
 RV0507'ABOUT 1.65 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0507'GAP, 0.05 MILE EAST OF THE JUNCTION OF A TRACK ROAD NORTH, NEAR THE
 RV0507'TOP OF A HILL, 96 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE
 RV0507'NORTH END OF A JOG IN THE FENCE LINE, 5.5 FEET SOUTHEAST OF A FENCE
 RV0507'CORNER POST, 2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 RV0507'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 RV0507
 RV0507                          STATION RECOVERY (1995)
 RV0507
 RV0507'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RV0507'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO TIME OF LAST
 RV0507'DESCRIPTION A NEW ONE FOLLOWS.  THE STATION IS LOCATED ABOUT 1.0 MI
 RV0507'(1.6 KM) SOUTH OF THE WHEATLAND AND THE JUDITH BASIN COUNTY LINE, 1.6
 RV0507'MI (2.6 KM) EAST OF JUDITH GAP AND ON THE NORTH SIDE OF STATE HIGHWAY
 RV0507'297.  TO REACH FROM THE HIGH SCHOOL IN JUDITH GAP, GO EAST ON STATE
 RV0507'HIGHWAY 297 FOR 1.65 MI (2.66 KM) TO THE STATION ON THE LEFT, AT THE
 RV0507'JUNCTION OF A ROAD LEADING NORTH AND NEAR THE TOP OF A HILL.  THE
 RV0507'STATION IS ABOUT 264 FT (80.5 M) EAST OF THE ROAD LEADING NORTH, 96.0
 RV0507'FT (29.3 M) NORTH OF THE CENTER OF STATE HIGHWAY 297, 2.0 FT (0.6 M)
 RV0507'NORTH OF A WITNESS POST AND PROJECTS ABOUT 15 CENTIMETERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0560 ***********************************************************************
 RV0560  DESIGNATION -  A 296
 RV0560  PID         -  RV0560
 RV0560  STATE/COUNTY-  MT/WHEATLAND
 RV0560  USGS QUAD   -  HOPLEY CREEK NORTH (1986)
 RV0560
 RV0560                         *CURRENT SURVEY CONTROL
 RV0560  ___________________________________________________________________
 RV0560* NAD 83(1986)-  46 32 24.     (N)    109 57 34.     (W)     SCALED    
 RV0560* NAVD 88     -      1426.618  (meters)    4680.50   (feet)  ADJUSTED  
 RV0560  ___________________________________________________________________
 RV0560  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 RV0560  DYNAMIC HT  -        1426.288 (meters)    4679.41  (feet)  COMP
 RV0560  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 RV0560
 RV0560  VERT ORDER  -  SECOND    CLASS 0
 RV0560
 RV0560.The horizontal coordinates were scaled from a topographic map and have
 RV0560.an estimated accuracy of +/- 6 seconds.
 RV0560
 RV0560.The orthometric height was determined by differential leveling
 RV0560.and adjusted by the National Geodetic Survey in June 1991..
 RV0560
 RV0560.The geoid height was determined by GEOID03.
 RV0560
 RV0560.The dynamic height is computed by dividing the NAVD 88
 RV0560.geopotential number by the normal gravity value computed on the
 RV0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0560.degrees latitude (g = 980.6199 gals.).
 RV0560
 RV0560.The modeled gravity was interpolated from observed gravity values.
 RV0560
 RV0560;                    North         East    Units  Estimated Accuracy
 RV0560;SPC MT       -   254,580.      564,780.      MT  (+/- 180 meters Scaled)
 RV0560
 RV0560                          SUPERSEDED SURVEY CONTROL
 RV0560
 RV0560  NGVD 29 (??/??/92) 1425.626  (m)         4677.24   (f) ADJ UNCH    2 0
 RV0560
 RV0560.Superseded values are not recommended for survey control.
 RV0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0560.See file dsdata.txt to determine how the superseded data were derived.
 RV0560
 RV0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS797545(NAD 83)
 RV0560_MARKER: DB = BENCH MARK DISK
 RV0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0560_STAMPING: A 296 1961
 RV0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0560+STABILITY: SURFACE MOTION
 RV0560
 RV0560  HISTORY     - Date     Condition        Report By
 RV0560  HISTORY     - 1961     MONUMENTED       CGS
 RV0560
 RV0560                          STATION DESCRIPTION
 RV0560
 RV0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0560'16.0 MI NW FROM HARLOWTON.
 RV0560'ABOUT 5.45 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0560'HARLOWTON, THENCE 7.35 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.6
 RV0560'MILE EAST ALONG A TRACK ROAD, THENCE 1.8 MILES NORTHEAST ALONG A TRACK
 RV0560'ROAD, THENCE 0.8 MILE NORTH ALONG A TRACK ROAD, 0.85 MILE NORTH OF A
 RV0560'ROUND CORRAL, ABOUT 75 YARDS NORTHEAST OF A SMALL GROUP OF COTTONWOOD
 RV0560'TREES, 71 FEET EAST OF THE CENTER LINE OF HOPLEY CREEK, 27 FEET
 RV0560'NORTHWEST OF THE CENTER LINE OF THE ROAD, 82 FEET NORTHEAST OF THE
 RV0560'NORTHEAST CORNER OF A WOODEN BRIDGE OVER THE CREEK, 2 FEET SOUTH OF A
 RV0560'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 RV0560'POST PROJECTING 0.6 FOOT.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM
 RV0560'THE COURT HOUSE AT HARLOWTON BY GOING 1.35 MILES WEST ALONG U.S.
 RV0560'HIGHWAY 12, THENCE 12.0 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE
 RV0560'1.3 MILES SOUTH ALONG A TRACK ROAD FOLLOWING A FENCE LINE, THENCE 0.4
 RV0560'MILE SOUTHWEST ALONG A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0532 ***********************************************************************
 RV0532  DESIGNATION -  A 297
 RV0532  PID         -  RV0532
 RV0532  STATE/COUNTY-  MT/WHEATLAND
 RV0532  USGS QUAD   -  OXFORD (1986)
 RV0532
 RV0532                         *CURRENT SURVEY CONTROL
 RV0532  ___________________________________________________________________
 RV0532* NAD 83(1986)-  46 31 05.     (N)    109 40 56.     (W)     SCALED    
 RV0532* NAVD 88     -      1317.066  (meters)    4321.07   (feet)  ADJUSTED  
 RV0532  ___________________________________________________________________
 RV0532  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 RV0532  DYNAMIC HT  -        1316.796 (meters)    4320.19  (feet)  COMP
 RV0532  MODELED GRAV-     980,363.0   (mgal)                       NAVD 88
 RV0532
 RV0532  VERT ORDER  -  SECOND    CLASS 0
 RV0532
 RV0532.The horizontal coordinates were scaled from a topographic map and have
 RV0532.an estimated accuracy of +/- 6 seconds.
 RV0532
 RV0532.The orthometric height was determined by differential leveling
 RV0532.and adjusted by the National Geodetic Survey in June 1991..
 RV0532
 RV0532.The geoid height was determined by GEOID03.
 RV0532
 RV0532.The dynamic height is computed by dividing the NAVD 88
 RV0532.geopotential number by the normal gravity value computed on the
 RV0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0532.degrees latitude (g = 980.6199 gals.).
 RV0532
 RV0532.The modeled gravity was interpolated from observed gravity values.
 RV0532
 RV0532;                    North         East    Units  Estimated Accuracy
 RV0532;SPC MT       -   252,050.      586,030.      MT  (+/- 180 meters Scaled)
 RV0532
 RV0532                          SUPERSEDED SURVEY CONTROL
 RV0532
 RV0532  NGVD 29 (??/??/92) 1316.136  (m)         4318.02   (f) ADJ UNCH    2 0
 RV0532
 RV0532.Superseded values are not recommended for survey control.
 RV0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0532.See file dsdata.txt to determine how the superseded data were derived.
 RV0532
 RV0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS010524(NAD 83)
 RV0532_MARKER: DB = BENCH MARK DISK
 RV0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0532_STAMPING: A 297 1961
 RV0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0532+STABILITY: SURFACE MOTION
 RV0532
 RV0532  HISTORY     - Date     Condition        Report By
 RV0532  HISTORY     - 1961     MONUMENTED       CGS
 RV0532
 RV0532                          STATION DESCRIPTION
 RV0532
 RV0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0532'11.8 MI NE FROM HARLOWTON.
 RV0532'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0532'HARLOWTON, THENCE 4.0 MILES EAST ALONG A GRAVEL ROAD, 36 FEET NORTH OF
 RV0532'THE CENTER LINE OF THE ROAD, 54 1/2 FEET EAST-NORTHEAST OF THE CENTER
 RV0532'OF A GATE, 48 FEET WEST-SOUTHWEST OF A POWER POLE, 4 1/2 FEET NORTH OF
 RV0532'A FENCE, 1 FOOT WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 RV0532'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 RV0532'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0619 ***********************************************************************
 PY0619  DESIGNATION -  A 298
 PY0619  PID         -  PY0619
 PY0619  STATE/COUNTY-  MT/BEAVERHEAD
 PY0619  USGS QUAD   -  SLIDE MOUNTAIN (1988)
 PY0619
 PY0619                         *CURRENT SURVEY CONTROL
 PY0619  ___________________________________________________________________
 PY0619* NAD 83(1986)-  44 35 32.     (N)    111 46 45.     (W)     SCALED    
 PY0619* NAVD 88     -      2038.963  (meters)    6689.50   (feet)  POSTED    
 PY0619  ___________________________________________________________________
 PY0619  GEOID HEIGHT-          -9.12  (meters)                     GEOID03
 PY0619  DYNAMIC HT  -        2037.840 (meters)    6685.81  (feet)  COMP
 PY0619  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 PY0619
 PY0619  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0619
 PY0619.The horizontal coordinates were scaled from a topographic map and have
 PY0619.an estimated accuracy of +/- 6 seconds.
 PY0619
 PY0619.The orthometric height was determined by differential leveling
 PY0619.and adjusted by the National Geodetic Survey in 1992..
 PY0619.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0619.rate of 1.1 thru 2.0 mm/km.
 PY0619
 PY0619.The geoid height was determined by GEOID03.
 PY0619
 PY0619.The dynamic height is computed by dividing the NAVD 88
 PY0619.geopotential number by the normal gravity value computed on the
 PY0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0619.degrees latitude (g = 980.6199 gals.).
 PY0619
 PY0619.The modeled gravity was interpolated from observed gravity values.
 PY0619
 PY0619;                    North         East    Units  Estimated Accuracy
 PY0619;SPC MT       -    40,680.      419,000.      MT  (+/- 180 meters Scaled)
 PY0619
 PY0619                          SUPERSEDED SURVEY CONTROL
 PY0619
 PY0619  NGVD 29 (??/??/92) 2037.611  (m)         6685.06   (f) ADJ UNCH    1 2
 PY0619
 PY0619.Superseded values are not recommended for survey control.
 PY0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0619.See file dsdata.txt to determine how the superseded data were derived.
 PY0619
 PY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ381379(NAD 83)
 PY0619_MARKER: DB = BENCH MARK DISK
 PY0619_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0619_SP_SET: 14 FEET
 PY0619_STAMPING: A 298 1964
 PY0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0619
 PY0619  HISTORY     - Date     Condition        Report By
 PY0619  HISTORY     - 1964     MONUMENTED       CGS
 PY0619
 PY0619                          STATION DESCRIPTION
 PY0619
 PY0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0619'1.8 MI E FROM LAKEVIEW.
 PY0619'ABOUT 1.8 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE REFUGE
 PY0619'HEADQUARTERS AT LAKEVIEW, IN S 30, T 14 S, R 1 W, AT A POINT WHERE A
 PY0619'SMALL STREAM CROSSES THE ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE
 PY0619'ROAD, 14 FEET EAST OF THE EAST BANK OF THE STREAM, 1 1/2 FEET NORTH OF
 PY0619'A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PY0619'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 PY0619'TO A DEPTH OF 14 FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH
 PY0619'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0035 ***********************************************************************
 PZ0035  DESIGNATION -  A 299
 PZ0035  PID         -  PZ0035
 PZ0035  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0035  USGS QUAD   -  MONIDA (1968)
 PZ0035
 PZ0035                         *CURRENT SURVEY CONTROL
 PZ0035  ___________________________________________________________________
 PZ0035* NAD 83(1986)-  44 33 52.     (N)    112 18 40.     (W)     SCALED    
 PZ0035* NAVD 88     -      2072.222  (meters)    6798.61   (feet)  ADJUSTED  
 PZ0035  ___________________________________________________________________
 PZ0035  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 PZ0035  DYNAMIC HT  -        2071.012 (meters)    6794.65  (feet)  COMP
 PZ0035  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 PZ0035
 PZ0035  VERT ORDER  -  FIRST     CLASS II
 PZ0035
 PZ0035.The horizontal coordinates were scaled from a topographic map and have
 PZ0035.an estimated accuracy of +/- 6 seconds.
 PZ0035
 PZ0035.The orthometric height was determined by differential leveling
 PZ0035.and adjusted by the National Geodetic Survey in June 1991..
 PZ0035
 PZ0035.The geoid height was determined by GEOID03.
 PZ0035
 PZ0035.The dynamic height is computed by dividing the NAVD 88
 PZ0035.geopotential number by the normal gravity value computed on the
 PZ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0035.degrees latitude (g = 980.6199 gals.).
 PZ0035
 PZ0035.The modeled gravity was interpolated from observed gravity values.
 PZ0035
 PZ0035;                    North         East    Units  Estimated Accuracy
 PZ0035;SPC MT       -    38,960.      376,660.      MT  (+/- 180 meters Scaled)
 PZ0035
 PZ0035                          SUPERSEDED SURVEY CONTROL
 PZ0035
 PZ0035  NGVD 29 (??/??/92) 2070.844  (m)         6794.09   (f) ADJ UNCH    1 2
 PZ0035
 PZ0035.Superseded values are not recommended for survey control.
 PZ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0035.See file dsdata.txt to determine how the superseded data were derived.
 PZ0035
 PZ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ958354(NAD 83)
 PZ0035_MARKER: DB = BENCH MARK DISK
 PZ0035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0035_SP_SET: 12.5 FT.
 PZ0035_STAMPING: A 299 1964
 PZ0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0035
 PZ0035  HISTORY     - Date     Condition        Report By
 PZ0035  HISTORY     - 1964     MONUMENTED       CGS
 PZ0035
 PZ0035                          STATION DESCRIPTION
 PZ0035
 PZ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0035'0.2 MI NE FROM MONIDA.
 PZ0035'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0035'RAILROAD STATION AT MONIDA, AT THE JUNCTION OF A DIM DRIVE LEADING
 PZ0035'SOUTHEAST, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 40 1/2
 PZ0035'FEET NORTHWEST OF A POWER POLE BEARING A TRANSFORMER, 30 FEET
 PZ0035'NORTHEAST OF THE CENTER LINE OF THE DRIVE, 1 1/2 FEET NORTHWEST OF A
 PZ0035'FENCE LINE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 PZ0035'ABOVE THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 PZ0035'COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 1/2 FEET AND IS ENCASED IN
 PZ0035'A 4-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0417 ***********************************************************************
 RX0417  DESIGNATION -  A 3
 RX0417  PID         -  RX0417
 RX0417  STATE/COUNTY-  MT/SILVER BOW
 RX0417  USGS QUAD   -  RAMSAY (1996)
 RX0417
 RX0417                         *CURRENT SURVEY CONTROL
 RX0417  ___________________________________________________________________
 RX0417* NAD 83(1986)-  46 00 09.     (N)    112 39 48.     (W)     SCALED    
 RX0417* NAVD 88     -      1628.000  (meters)    5341.20   (feet)  POSTED    
 RX0417  ___________________________________________________________________
 RX0417  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 RX0417  DYNAMIC HT  -        1627.360 (meters)    5339.10  (feet)  COMP
 RX0417  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 RX0417
 RX0417  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RX0417
 RX0417.The horizontal coordinates were scaled from a topographic map and have
 RX0417.an estimated accuracy of +/- 6 seconds.
 RX0417
 RX0417.The orthometric height was determined by differential leveling
 RX0417.and adjusted by the National Geodetic Survey in 1992..
 RX0417.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RX0417.rate of 4.1 thru 8.0 mm/km.
 RX0417
 RX0417.The geoid height was determined by GEOID03.
 RX0417
 RX0417.The dynamic height is computed by dividing the NAVD 88
 RX0417.geopotential number by the normal gravity value computed on the
 RX0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0417.degrees latitude (g = 980.6199 gals.).
 RX0417
 RX0417.The modeled gravity was interpolated from observed gravity values.
 RX0417
 RX0417;                    North         East    Units  Estimated Accuracy
 RX0417;SPC MT       -   199,700.      355,150.      MT  (+/- 180 meters Scaled)
 RX0417
 RX0417                          SUPERSEDED SURVEY CONTROL
 RX0417
 RX0417  NGVD 29 (??/??/92) 1626.850  (m)         5337.42   (f) ADJ UNCH    1 2
 RX0417
 RX0417.Superseded values are not recommended for survey control.
 RX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0417.See file dsdata.txt to determine how the superseded data were derived.
 RX0417
 RX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR712956(NAD 83)
 RX0417_MARKER: Q = CHISELED SQUARE
 RX0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0417+STABILITY: SURFACE MOTION
 RX0417
 RX0417  HISTORY     - Date     Condition        Report By
 RX0417  HISTORY     - UNK      MONUMENTED       CGS
 RX0417  HISTORY     - 1959     MARK NOT FOUND   NGS
 RX0417
 RX0417                          STATION DESCRIPTION
 RX0417
 RX0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0417'IN SILVER BOW.
 RX0417'AT SILVER BOW, SILVER BOW COUNTY, ON THE UNION PACIFIC RAILROAD, 148
 RX0417'FEET SOUTHEAST OF THE STATION AT SILVER BOW JUNCTION WHICH IS ALSO ON
 RX0417'THE NORTHERN PACIFIC RAILWAY, 131 FEET SOUTH OF THE CROSSING OF THE
 RX0417'UNION PACIFIC RAILROAD AND A COUNTY ROAD, AND 16 FEET EAST OF THE
 RX0417'ROAD.  THE BOTTOM OF A SQUARE HOLE CUT IN THE TOP OF A STONE POST,
 RX0417'MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0451 ***********************************************************************
 SS0451  DESIGNATION -  A 3 W
 SS0451  PID         -  SS0451
 SS0451  STATE/COUNTY-  MT/JUDITH BASIN
 SS0451  USGS QUAD   -  RAYNESFORD (1995)
 SS0451
 SS0451                         *CURRENT SURVEY CONTROL
 SS0451  ___________________________________________________________________
 SS0451* NAD 83(1986)-  47 20 26.     (N)    110 40 50.     (W)     SCALED    
 SS0451* NAVD 88     -      1474.759  (meters)    4838.44   (feet)  ADJUSTED  
 SS0451  ___________________________________________________________________
 SS0451  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 SS0451  DYNAMIC HT  -        1474.554 (meters)    4837.77  (feet)  COMP
 SS0451  MODELED GRAV-     980,421.2   (mgal)                       NAVD 88
 SS0451
 SS0451  VERT ORDER  -  FIRST     CLASS II
 SS0451
 SS0451.The horizontal coordinates were scaled from a topographic map and have
 SS0451.an estimated accuracy of +/- 6 seconds.
 SS0451
 SS0451.The orthometric height was determined by differential leveling
 SS0451.and adjusted by the National Geodetic Survey in June 1991..
 SS0451
 SS0451.The geoid height was determined by GEOID03.
 SS0451
 SS0451.The dynamic height is computed by dividing the NAVD 88
 SS0451.geopotential number by the normal gravity value computed on the
 SS0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0451.degrees latitude (g = 980.6199 gals.).
 SS0451
 SS0451.The modeled gravity was interpolated from observed gravity values.
 SS0451
 SS0451;                    North         East    Units  Estimated Accuracy
 SS0451;SPC MT       -   344,090.      510,840.      MT  (+/- 180 meters Scaled)
 SS0451
 SS0451                          SUPERSEDED SURVEY CONTROL
 SS0451
 SS0451  NGVD 29 (??/??/92) 1473.793  (m)         4835.27   (f) ADJ UNCH    1 2
 SS0451
 SS0451.Superseded values are not recommended for survey control.
 SS0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0451.See file dsdata.txt to determine how the superseded data were derived.
 SS0451
 SS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT241430(NAD 83)
 SS0451_MARKER: DS = TRIANGULATION STATION DISK
 SS0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0451_STAMPING: A 3 W 1961
 SS0451_PROJECTION: PROJECTING 8 CENTIMETERS
 SS0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0451+STABILITY: SURFACE MOTION
 SS0451
 SS0451  HISTORY     - Date     Condition        Report By
 SS0451  HISTORY     - 1961     MONUMENTED       CGS
 SS0451  HISTORY     - 1980     GOOD             NGS
 SS0451  HISTORY     - 1980     GOOD             NGS
 SS0451
 SS0451                          STATION DESCRIPTION
 SS0451
 SS0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0451'10.35 MI NE FROM RAYNESFORD.
 SS0451'ABOUT 4.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0451'STATION AT RAYNESFORD, THENCE 5.15 MILES NORTHWEST ALONG A WINDING
 SS0451'DIRT ROAD, THENCE 0.25 MILE WEST ALONG A DIRT ROAD, IN SECTION 11, T
 SS0451'18 N, R 8 E, ON THE CREST OF A SMALL HILL, 32 FEET NORTH OF THE CENTER
 SS0451'LINE OF A ROAD, 3 1/2 FEET NORTH OF A FENCE, 3.3 FEET NORTHEAST OF A
 SS0451'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 SS0451'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SS0451
 SS0451                          STATION RECOVERY (1980)
 SS0451
 SS0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0451'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS0451'GRAIN ELEVATOR IN RAYNESFORD, THENCE 8.3 KM (5.15 MI) NORTHWEST ALONG
 SS0451'A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) WEST ALONG A GRAVELED ROAD,
 SS0451'18.3 METERS (60 FT) NORTH AND ACROSS THE ROAD FROM REFERENCE MARK 2,
 SS0451'11.2 METERS (36.8 FT) WEST OF REFERENCE MARK 1, 9.8 METERS (32 FT)
 SS0451'NORTH OF THE ROAD CENTER AND 1.1 METER (3.5 FT) NORTH OF A FENCE.
 SS0451'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 SS0451'THE MARK IS 1.0 M ABOVE THE ROAD.
 SS0451
 SS0451                          STATION RECOVERY (1980)
 SS0451
 SS0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0452 ***********************************************************************
 SS0452  DESIGNATION -  A 3 W RM 1
 SS0452  PID         -  SS0452
 SS0452  STATE/COUNTY-  MT/JUDITH BASIN
 SS0452  USGS QUAD   -  RAYNESFORD (1995)
 SS0452
 SS0452                         *CURRENT SURVEY CONTROL
 SS0452  ___________________________________________________________________
 SS0452* NAD 83(1986)-  47 20 27.     (N)    110 40 51.     (W)     SCALED    
 SS0452* NAVD 88     -      1474.531  (meters)    4837.69   (feet)  ADJUSTED  
 SS0452  ___________________________________________________________________
 SS0452  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 SS0452  DYNAMIC HT  -        1474.327 (meters)    4837.02  (feet)  COMP
 SS0452  MODELED GRAV-     980,421.4   (mgal)                       NAVD 88
 SS0452
 SS0452  VERT ORDER  -  FIRST     CLASS II
 SS0452
 SS0452.The horizontal coordinates were scaled from a topographic map and have
 SS0452.an estimated accuracy of +/- 6 seconds.
 SS0452
 SS0452.The orthometric height was determined by differential leveling
 SS0452.and adjusted by the National Geodetic Survey in June 1991..
 SS0452
 SS0452.The geoid height was determined by GEOID03.
 SS0452
 SS0452.The dynamic height is computed by dividing the NAVD 88
 SS0452.geopotential number by the normal gravity value computed on the
 SS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0452.degrees latitude (g = 980.6199 gals.).
 SS0452
 SS0452.The modeled gravity was interpolated from observed gravity values.
 SS0452
 SS0452;                    North         East    Units  Estimated Accuracy
 SS0452;SPC MT       -   344,120.      510,820.      MT  (+/- 180 meters Scaled)
 SS0452
 SS0452                          SUPERSEDED SURVEY CONTROL
 SS0452
 SS0452  NGVD 29 (??/??/92) 1473.566  (m)         4834.52   (f) ADJ UNCH    1 2
 SS0452
 SS0452.Superseded values are not recommended for survey control.
 SS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0452.See file dsdata.txt to determine how the superseded data were derived.
 SS0452
 SS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT241430(NAD 83)
 SS0452_MARKER: DR = REFERENCE MARK DISK
 SS0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0452_STAMPING: A 3 W NO 1 1961
 SS0452_PROJECTION: PROJECTING 3 CENTIMETERS
 SS0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0452+STABILITY: SURFACE MOTION
 SS0452
 SS0452  HISTORY     - Date     Condition        Report By
 SS0452  HISTORY     - 1961     MONUMENTED       CGS
 SS0452  HISTORY     - 1980     GOOD             NGS
 SS0452  HISTORY     - 1980     GOOD             NGS
 SS0452
 SS0452                          STATION DESCRIPTION
 SS0452
 SS0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0452'10.35 MI NE FROM RAYNESFORD.
 SS0452'ABOUT 4.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0452'STATION AT RAYNESFORD, THENCE 5.15 MILES NORTHWEST ALONG A WINDING
 SS0452'DIRT ROAD, THENCE 0.25 MILE WEST ALONG A DIRT ROAD, IN SECTION 11, T
 SS0452'18 N, R 8 E, ON THE CREST OF A HILL AND 29 FEET NORTH OF THE CENTER
 SS0452'LINE OF THE DIRT ROAD, 36.8 FEET EAST OF A 3 W 1961, 1 1/2 FEET NORTH
 SS0452'OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 SS0452'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SS0452
 SS0452                          STATION RECOVERY (1980)
 SS0452
 SS0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0452'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS0452'GRAIN ELEVATOR IN RAYNESFORD, THENCE 8.3 KM (5.15 MI) NORTHWEST ALONG
 SS0452'A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) WEST ALONG A GRAVELED ROAD,
 SS0452'11.2 METERS (36.8 FT) EAST OF THE TRIANGULATION STATION, 9.8 METERS
 SS0452'(32 FT) NORTH OF THE ROAD CENTER AND 0.3 METER (1.0 FT) NORTH OF
 SS0452'A FENCE.
 SS0452'THE MARK IS 10.0 METERS  E FROM A WITNESS POST.
 SS0452'THE MARK IS 0.6 M ABOVE THE ROAD.
 SS0452
 SS0452                          STATION RECOVERY (1980)
 SS0452
 SS0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0450 ***********************************************************************
 SS0450  DESIGNATION -  A 3 W RM 2
 SS0450  PID         -  SS0450
 SS0450  STATE/COUNTY-  MT/JUDITH BASIN
 SS0450  USGS QUAD   -  RAYNESFORD (1995)
 SS0450
 SS0450                         *CURRENT SURVEY CONTROL
 SS0450  ___________________________________________________________________
 SS0450* NAD 83(1986)-  47 20 28.     (N)    110 40 52.     (W)     SCALED    
 SS0450* NAVD 88     -      1474.182  (meters)    4836.55   (feet)  ADJUSTED  
 SS0450  ___________________________________________________________________
 SS0450  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 SS0450  DYNAMIC HT  -        1473.977 (meters)    4835.87  (feet)  COMP
 SS0450  MODELED GRAV-     980,421.6   (mgal)                       NAVD 88
 SS0450
 SS0450  VERT ORDER  -  FIRST     CLASS II
 SS0450
 SS0450.The horizontal coordinates were scaled from a topographic map and have
 SS0450.an estimated accuracy of +/- 6 seconds.
 SS0450
 SS0450.The orthometric height was determined by differential leveling
 SS0450.and adjusted by the National Geodetic Survey in June 1991..
 SS0450
 SS0450.The geoid height was determined by GEOID03.
 SS0450
 SS0450.The dynamic height is computed by dividing the NAVD 88
 SS0450.geopotential number by the normal gravity value computed on the
 SS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0450.degrees latitude (g = 980.6199 gals.).
 SS0450
 SS0450.The modeled gravity was interpolated from observed gravity values.
 SS0450
 SS0450;                    North         East    Units  Estimated Accuracy
 SS0450;SPC MT       -   344,150.      510,800.      MT  (+/- 180 meters Scaled)
 SS0450
 SS0450                          SUPERSEDED SURVEY CONTROL
 SS0450
 SS0450  NGVD 29 (??/??/92) 1473.214  (m)         4833.37   (f) ADJ UNCH    1 2
 SS0450
 SS0450.Superseded values are not recommended for survey control.
 SS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0450.See file dsdata.txt to determine how the superseded data were derived.
 SS0450
 SS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT240431(NAD 83)
 SS0450_MARKER: DR = REFERENCE MARK DISK
 SS0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0450_STAMPING: A 3 W NO 2 1961
 SS0450_PROJECTION: PROJECTING 12 CENTIMETERS
 SS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0450+STABILITY: SURFACE MOTION
 SS0450
 SS0450  HISTORY     - Date     Condition        Report By
 SS0450  HISTORY     - 1961     MONUMENTED       CGS
 SS0450  HISTORY     - 1980     GOOD             NGS
 SS0450  HISTORY     - 1980     GOOD             NGS
 SS0450
 SS0450                          STATION DESCRIPTION
 SS0450
 SS0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0450'10.35 MI NE FROM RAYNESFORD.
 SS0450'ABOUT 4.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0450'STATION AT RAYNESFORD, THENCE 5.15 MILES NORTHWEST ALONG A WINDING
 SS0450'DIRT ROAD, THENCE 0.25 MILE WEST ALONG A DIRT ROAD, IN SECTION 11, T
 SS0450'18 N, R 8 E, ON THE CREST OF A HILL, 26 FEET SOUTH OF THE CENTER LINE
 SS0450'OF THE DIRT ROAD, 60.0 FEET SOUTH OF AND ACROSS THE DIRT ROAD FROM A 3
 SS0450'W 1961, 1 FOOT NORTH OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 SS0450'DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SS0450
 SS0450                          STATION RECOVERY (1980)
 SS0450
 SS0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0450'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS0450'GRAIN ELEVATOR IN RAYNESFORD, THENCE 8.3 KM (5.15 MI) NORTHWEST ALONG
 SS0450'A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) WEST ALONG A GRAVELED ROAD,
 SS0450'18.3 METERS (60 FT) SOUTH OF AND ACROSS THE ROAD FROM TRIANGULATION
 SS0450'STATION A 3 W, 7.9 METERS (26 FT) SOUTH OF THE ROAD CENTER AND 0.3
 SS0450'METER (1.0 FT) NORTH OF A FENCE.
 SS0450'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SS0450
 SS0450                          STATION RECOVERY (1980)
 SS0450
 SS0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0454 ***********************************************************************
 SS0454  DESIGNATION -  A 3 X
 SS0454  PID         -  SS0454
 SS0454  STATE/COUNTY-  MT/JUDITH BASIN
 SS0454  USGS QUAD   -  RAYNESFORD (1995)
 SS0454
 SS0454                         *CURRENT SURVEY CONTROL
 SS0454  ___________________________________________________________________
 SS0454* NAD 83(1986)-  47 20 27.     (N)    110 40 33.     (W)     SCALED    
 SS0454* NAVD 88     -      1474.007  (meters)    4835.97   (feet)  ADJUSTED  
 SS0454  ___________________________________________________________________
 SS0454  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0454  DYNAMIC HT  -        1473.799 (meters)    4835.29  (feet)  COMP
 SS0454  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 SS0454
 SS0454  VERT ORDER  -  FIRST     CLASS II
 SS0454
 SS0454.The horizontal coordinates were scaled from a topographic map and have
 SS0454.an estimated accuracy of +/- 6 seconds.
 SS0454
 SS0454.The orthometric height was determined by differential leveling
 SS0454.and adjusted by the National Geodetic Survey in June 1991..
 SS0454
 SS0454.The geoid height was determined by GEOID03.
 SS0454
 SS0454.The dynamic height is computed by dividing the NAVD 88
 SS0454.geopotential number by the normal gravity value computed on the
 SS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0454.degrees latitude (g = 980.6199 gals.).
 SS0454
 SS0454.The modeled gravity was interpolated from observed gravity values.
 SS0454
 SS0454;                    North         East    Units  Estimated Accuracy
 SS0454;SPC MT       -   344,110.      511,200.      MT  (+/- 180 meters Scaled)
 SS0454
 SS0454                          SUPERSEDED SURVEY CONTROL
 SS0454
 SS0454  NGVD 29 (??/??/92) 1473.047  (m)         4832.82   (f) ADJ UNCH    1 2
 SS0454
 SS0454.Superseded values are not recommended for survey control.
 SS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0454.See file dsdata.txt to determine how the superseded data were derived.
 SS0454
 SS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT244430(NAD 83)
 SS0454_MARKER: DS = TRIANGULATION STATION DISK
 SS0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0454_STAMPING: A 3 X 1961
 SS0454_PROJECTION: PROJECTING 8 CENTIMETERS
 SS0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0454+STABILITY: SURFACE MOTION
 SS0454
 SS0454  HISTORY     - Date     Condition        Report By
 SS0454  HISTORY     - 1961     MONUMENTED       CGS
 SS0454  HISTORY     - 1980     GOOD             NGS
 SS0454  HISTORY     - 1980     GOOD             NGS
 SS0454
 SS0454                          STATION DESCRIPTION
 SS0454
 SS0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0454'10.1 MI NE FROM RAYNESFORD.
 SS0454'ABOUT 4.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0454'STATION AT RAYNESFORD, THENCE 5.15 MILES NORTHWEST ALONG A WINDING
 SS0454'DIRT ROAD, IN SECTION 11, T 18 N, R 8 E, 45 FEET SOUTH OF THE CENTER
 SS0454'LINE OF AN EAST-WEST DIRT ROAD, 36 FEET WEST OF THE CENTER LINE OF A
 SS0454'ROAD LEADING SOUTH, 14 FEET SOUTHEAST OF THE CENTER LINE OF A FIELD
 SS0454'ROAD, 3 1/2 FEET WEST OF A NORTH-SOUTH FENCE, 3.4 FEET WEST OF A METAL
 SS0454'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE EAST WEST DIRT ROAD
 SS0454'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD LEADING SOUTH, AND SET IN
 SS0454'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SS0454
 SS0454                          STATION RECOVERY (1980)
 SS0454
 SS0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0454'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS0454'GRAIN ELEVATOR IN RAYNESFORD, THENCE 8.3 KM (5.15 MI) NORTHWEST ALONG
 SS0454'A GRAVELED ROAD, AT THE JUNCTION OF AN EAST-WEST GRAVELED ROAD, 13.7
 SS0454'METERS (45 FT) SOUTH OF THE CENTER OF A ROAD, 11.0 METERS (36 FT)
 SS0454'WEST OF THE ROAD CENTER, 4.3 METERS (14.0 FT) SOUTHEAST OF THE
 SS0454'CENTER OF A GATE AND 1.1 METERS (3.5 FT) WEST OF A FENCE.
 SS0454'THE MARK IS 1.1 METERS  W FROM A WITNESS POST.
 SS0454'THE MARK IS 0.3 M BELOW THE ROAD.
 SS0454
 SS0454                          STATION RECOVERY (1980)
 SS0454
 SS0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0449 ***********************************************************************
 SS0449  DESIGNATION -  A 3 X AZ MK
 SS0449  PID         -  SS0449
 SS0449  STATE/COUNTY-  MT/JUDITH BASIN
 SS0449  USGS QUAD   -  RAYNESFORD (1995)
 SS0449
 SS0449                         *CURRENT SURVEY CONTROL
 SS0449  ___________________________________________________________________
 SS0449* NAD 83(1986)-  47 20 26.     (N)    110 41 10.     (W)     SCALED    
 SS0449* NAVD 88     -      1484.518  (meters)    4870.46   (feet)  ADJUSTED  
 SS0449  ___________________________________________________________________
 SS0449  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 SS0449  DYNAMIC HT  -        1484.318 (meters)    4869.80  (feet)  COMP
 SS0449  MODELED GRAV-     980,424.3   (mgal)                       NAVD 88
 SS0449
 SS0449  VERT ORDER  -  FIRST     CLASS II
 SS0449
 SS0449.The horizontal coordinates were scaled from a topographic map and have
 SS0449.an estimated accuracy of +/- 6 seconds.
 SS0449
 SS0449.The orthometric height was determined by differential leveling
 SS0449.and adjusted by the National Geodetic Survey in June 1991..
 SS0449
 SS0449.The geoid height was determined by GEOID03.
 SS0449
 SS0449.The dynamic height is computed by dividing the NAVD 88
 SS0449.geopotential number by the normal gravity value computed on the
 SS0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0449.degrees latitude (g = 980.6199 gals.).
 SS0449
 SS0449.The modeled gravity was interpolated from observed gravity values.
 SS0449
 SS0449;                    North         East    Units  Estimated Accuracy
 SS0449;SPC MT       -   344,090.      510,420.      MT  (+/- 180 meters Scaled)
 SS0449
 SS0449                          SUPERSEDED SURVEY CONTROL
 SS0449
 SS0449  NGVD 29 (??/??/92) 1483.563  (m)         4867.32   (f) ADJ UNCH    1 2
 SS0449
 SS0449.Superseded values are not recommended for survey control.
 SS0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0449.See file dsdata.txt to determine how the superseded data were derived.
 SS0449
 SS0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT237430(NAD 83)
 SS0449_MARKER: DZ = AZIMUTH MARK DISK
 SS0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0449_STAMPING: A 3 X 1961
 SS0449_PROJECTION: PROJECTING 10 CENTIMETERS
 SS0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0449+STABILITY: SURFACE MOTION
 SS0449
 SS0449  HISTORY     - Date     Condition        Report By
 SS0449  HISTORY     - 1961     MONUMENTED       CGS
 SS0449  HISTORY     - 1980     GOOD             NGS
 SS0449  HISTORY     - 1980     GOOD             NGS
 SS0449
 SS0449                          STATION DESCRIPTION
 SS0449
 SS0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0449'10.6 MI NE FROM RAYNESFORD.
 SS0449'ABOUT 4.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0449'STATION AT RAYNESFORD, THENCE 5.15 MILES NORTHWEST ALONG A WINDING
 SS0449'DIRT ROAD, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, IN SECTION 10, T 18
 SS0449'N, R 8 E, 37 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 17 FEET
 SS0449'SOUTH OF A FENCE LEADING WEST, 10 FEET SOUTH OF THE CENTER OF A WIRE
 SS0449'GATE, 2 FEET EAST OF NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF A METAL
 SS0449'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
 SS0449
 SS0449                          STATION RECOVERY (1980)
 SS0449
 SS0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0449'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS0449'GRAIN ELEVATOR IN RAYNESFORD, THENCE 8.3 KM (5.15 MI) NORTHWEST ALONG
 SS0449'A GRAVELED ROAD THENCE 0.8 (0.5 MI) WEST ALONG A GRAVELED ROAD, AT A
 SS0449'FIELD ENTRANCE ROAD, 11.3 METERS (37 FT) SOUTH OF THE CENTER OF THE
 SS0449'ROAD, 5.2 METERS (17.0 FT) SOUTH OF THE CENTER OF THE FIELD ENTRANCE
 SS0449'ROAD AND 0.3 METER (1.0 FT) EAST OF A FENCE.
 SS0449'THE MARK IS 1.5 METERS  S FROM A WITNESS POST.
 SS0449'THE MARK IS 1.0 M ABOVE THE ROAD.
 SS0449
 SS0449                          STATION RECOVERY (1980)
 SS0449
 SS0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0455 ***********************************************************************
 SS0455  DESIGNATION -  A 3 X RM 1
 SS0455  PID         -  SS0455
 SS0455  STATE/COUNTY-  MT/JUDITH BASIN
 SS0455  USGS QUAD   -  RAYNESFORD (1995)
 SS0455
 SS0455                         *CURRENT SURVEY CONTROL
 SS0455  ___________________________________________________________________
 SS0455* NAD 83(1986)-  47 20 27.     (N)    110 40 33.     (W)     SCALED    
 SS0455* NAVD 88     -      1474.829  (meters)    4838.67   (feet)  ADJUSTED  
 SS0455  ___________________________________________________________________
 SS0455  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0455  DYNAMIC HT  -        1474.621 (meters)    4837.99  (feet)  COMP
 SS0455  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 SS0455
 SS0455  VERT ORDER  -  FIRST     CLASS II
 SS0455
 SS0455.The horizontal coordinates were scaled from a topographic map and have
 SS0455.an estimated accuracy of +/- 6 seconds.
 SS0455
 SS0455.The orthometric height was determined by differential leveling
 SS0455.and adjusted by the National Geodetic Survey in June 1991..
 SS0455
 SS0455.The geoid height was determined by GEOID03.
 SS0455
 SS0455.The dynamic height is computed by dividing the NAVD 88
 SS0455.geopotential number by the normal gravity value computed on the
 SS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0455.degrees latitude (g = 980.6199 gals.).
 SS0455
 SS0455.The modeled gravity was interpolated from observed gravity values.
 SS0455
 SS0455;                    North         East    Units  Estimated Accuracy
 SS0455;SPC MT       -   344,110.      511,200.      MT  (+/- 180 meters Scaled)
 SS0455
 SS0455                          SUPERSEDED SURVEY CONTROL
 SS0455
 SS0455  NGVD 29 (??/??/92) 1473.868  (m)         4835.52   (f) ADJ UNCH    1 2
 SS0455
 SS0455.Superseded values are not recommended for survey control.
 SS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0455.See file dsdata.txt to determine how the superseded data were derived.
 SS0455
 SS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT244430(NAD 83)
 SS0455_MARKER: DR = REFERENCE MARK DISK
 SS0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0455_STAMPING: A 3 X NO 1 1961
 SS0455_PROJECTION: PROJECTING 8 CENTIMETERS
 SS0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0455+STABILITY: SURFACE MOTION
 SS0455
 SS0455  HISTORY     - Date     Condition        Report By
 SS0455  HISTORY     - 1961     MONUMENTED       CGS
 SS0455  HISTORY     - 1980     GOOD             NGS
 SS0455  HISTORY     - 1980     GOOD             NGS
 SS0455
 SS0455                          STATION DESCRIPTION
 SS0455
 SS0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0455'10.1 MI NE FROM RAYNESFORD.
 SS0455'ABOUT 4.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0455'STATION AT RAYNESFORD, THENCE 5.15 MILES NORTHWEST ALONG A WINDING
 SS0455'DIRT ROAD, IN SECTION 11, T 18 N, R 8 E, 82 FEET SOUTH OF THE CENTER
 SS0455'LINE OF AN EAST-WEST DIRT ROAD, 36 FEET WEST OF THE CENTER LINE OF A
 SS0455'ROAD LEADING SOUTH, 45 FEET SOUTHEAST OF THE CENTER LINE OF A FIELD
 SS0455'ROAD, 36.3 FEET SOUTH OF A 3 X 1961, 1 1/2 FEET WEST OF A NORTH-SOUTH
 SS0455'FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD LEADING SOUTH, AND SET
 SS0455'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SS0455
 SS0455                          STATION RECOVERY (1980)
 SS0455
 SS0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0455'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS0455'GRAIN ELEVATOR IN RAYNESFORD, THENCE 8.3 KM (5.15 MI) NORTHWEST ALONG
 SS0455'A GRAVELED ROAD, AT THE JUNCTION OF AN EAST-WEST GRAVELED ROAD, 25.0
 SS0455'METERS (82 FT) SOUTH OF THE CENTER OF  A GRAVELED ROAD, 11.1 METERS
 SS0455'(36.3 FT) EAST OF TRIANGULATION STATION A 3 X, 8.5 METERS (28 FT)
 SS0455'WEST OF THE ROAD CENTER AND 0.5 METER (1.5 FT) WEST OF A FENCE.
 SS0455'THE MARK IS 0.6 M BELOW THE ROAD.
 SS0455
 SS0455                          STATION RECOVERY (1980)
 SS0455
 SS0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0453 ***********************************************************************
 SS0453  DESIGNATION -  A 3 X RM 2
 SS0453  PID         -  SS0453
 SS0453  STATE/COUNTY-  MT/JUDITH BASIN
 SS0453  USGS QUAD   -  RAYNESFORD (1995)
 SS0453
 SS0453                         *CURRENT SURVEY CONTROL
 SS0453  ___________________________________________________________________
 SS0453* NAD 83(1986)-  47 20 27.     (N)    110 40 33.     (W)     SCALED    
 SS0453* NAVD 88     -      1473.251  (meters)    4833.49   (feet)  ADJUSTED  
 SS0453  ___________________________________________________________________
 SS0453  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0453  DYNAMIC HT  -        1473.043 (meters)    4832.81  (feet)  COMP
 SS0453  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 SS0453
 SS0453  VERT ORDER  -  FIRST     CLASS II
 SS0453
 SS0453.The horizontal coordinates were scaled from a topographic map and have
 SS0453.an estimated accuracy of +/- 6 seconds.
 SS0453
 SS0453.The orthometric height was determined by differential leveling
 SS0453.and adjusted by the National Geodetic Survey in June 1991..
 SS0453
 SS0453.The geoid height was determined by GEOID03.
 SS0453
 SS0453.The dynamic height is computed by dividing the NAVD 88
 SS0453.geopotential number by the normal gravity value computed on the
 SS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0453.degrees latitude (g = 980.6199 gals.).
 SS0453
 SS0453.The modeled gravity was interpolated from observed gravity values.
 SS0453
 SS0453;                    North         East    Units  Estimated Accuracy
 SS0453;SPC MT       -   344,110.      511,200.      MT  (+/- 180 meters Scaled)
 SS0453
 SS0453                          SUPERSEDED SURVEY CONTROL
 SS0453
 SS0453  NGVD 29 (??/??/92) 1472.288  (m)         4830.33   (f) ADJ UNCH    1 2
 SS0453
 SS0453.Superseded values are not recommended for survey control.
 SS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0453.See file dsdata.txt to determine how the superseded data were derived.
 SS0453
 SS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT244430(NAD 83)
 SS0453_MARKER: DR = REFERENCE MARK DISK
 SS0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0453_STAMPING: A 3 X NO 2 1961
 SS0453_PROJECTION: PROJECTING 8 CENTIMETERS
 SS0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0453+STABILITY: SURFACE MOTION
 SS0453
 SS0453  HISTORY     - Date     Condition        Report By
 SS0453  HISTORY     - 1961     MONUMENTED       CGS
 SS0453  HISTORY     - 1980     GOOD             NGS
 SS0453  HISTORY     - 1980     GOOD             NGS
 SS0453
 SS0453                          STATION DESCRIPTION
 SS0453
 SS0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0453'10.1 MI NE FROM RAYNESFORD.
 SS0453'ABOUT 4.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0453'STATION AT RAYNESFORD, THENCE 5.15 MILES NORTHWEST ALONG A WINDING
 SS0453'DIRT ROAD, IN SECTION 11, T 18 N, R 8 E, 27 FEET SOUTH OF THE CENTER
 SS0453'LINE OF AN EAST-WEST ROAD, 94 FEET WEST OF THE CENTER LINE OF A ROAD
 SS0453'LEADING SOUTH, 36 FEET NORTHWEST OF A FIELD ROAD, 56.5 FEET WEST OF A
 SS0453'3 X 1961, 2 1/2 FEET SOUTH OF AN EAST-WEST FENCE, ABOUT 4 FEET ABOVE
 SS0453'THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0453'PROJECTING 4 INCHES.
 SS0453
 SS0453                          STATION RECOVERY (1980)
 SS0453
 SS0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0453'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS0453'GRAIN ELEVATOR IN RAYNESFORD, THENCE 8.3 KM (5.15 MI) NORTHWEST ALONG
 SS0453'A GRAVELED ROAD AT THE JUNCTION OF AN EAST-WEST GRAVELED ROAD, 28.7
 SS0453'METERS (94 FT) WEST OF THE ROAD CENTER, 17.2 METERS (56.5 FT)
 SS0453'WEST OF THE TRIANGULATION STATION, 11.0 METERS (36 FT) EAST OF THE
 SS0453'CENTER OF A GATE AND 0.8 METER (2.5 FT) SOUTH OF A FENCE.
 SS0453'THE MARK IS 9.1 METERS  W FROM A WITNESS POST.
 SS0453'THE MARK IS 3.1 M ABOVE THE ROAD.
 SS0453
 SS0453                          STATION RECOVERY (1980)
 SS0453
 SS0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0026 ***********************************************************************
 SP0026  DESIGNATION -  A 30
 SP0026  PID         -  SP0026
 SP0026  STATE/COUNTY-  MT/RICHLAND
 SP0026  USGS QUAD   -  SAVAGE (1974)
 SP0026
 SP0026                         *CURRENT SURVEY CONTROL
 SP0026  ___________________________________________________________________
 SP0026* NAD 83(1986)-  47 27 06.     (N)    104 20 10.     (W)     SCALED    
 SP0026* NAVD 88     -       598.543  (meters)    1963.72   (feet)  ADJUSTED  
 SP0026  ___________________________________________________________________
 SP0026  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SP0026  DYNAMIC HT  -         598.591 (meters)    1963.88  (feet)  COMP
 SP0026  MODELED GRAV-     980,671.6   (mgal)                       NAVD 88
 SP0026
 SP0026  VERT ORDER  -  FIRST     CLASS II
 SP0026
 SP0026.The horizontal coordinates were scaled from a topographic map and have
 SP0026.an estimated accuracy of +/- 6 seconds.
 SP0026
 SP0026.The orthometric height was determined by differential leveling
 SP0026.and adjusted by the National Geodetic Survey in June 1991..
 SP0026
 SP0026.The geoid height was determined by GEOID03.
 SP0026
 SP0026.The dynamic height is computed by dividing the NAVD 88
 SP0026.geopotential number by the normal gravity value computed on the
 SP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0026.degrees latitude (g = 980.6199 gals.).
 SP0026
 SP0026.The modeled gravity was interpolated from observed gravity values.
 SP0026
 SP0026;                    North         East    Units  Estimated Accuracy
 SP0026;SPC MT       -   368,590.      988,920.      MT  (+/- 180 meters Scaled)
 SP0026
 SP0026                          SUPERSEDED SURVEY CONTROL
 SP0026
 SP0026  NGVD 29 (??/??/92)  597.948  (m)         1961.77   (f) ADJ UNCH    1 2
 SP0026
 SP0026.Superseded values are not recommended for survey control.
 SP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0026.See file dsdata.txt to determine how the superseded data were derived.
 SP0026
 SP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN500555(NAD 83)
 SP0026_MARKER: Q = CHISELED SQUARE
 SP0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SP0026_SP_SET: PIER
 SP0026_MARK LOGO: CGS   
 SP0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0026
 SP0026  HISTORY     - Date     Condition        Report By
 SP0026  HISTORY     - UNK      MONUMENTED       CGS
 SP0026  HISTORY     - 1915     GOOD             NGS
 SP0026  HISTORY     - 1934     GOOD             NGS
 SP0026  HISTORY     - 1981     GOOD             NGS
 SP0026
 SP0026                          STATION DESCRIPTION
 SP0026
 SP0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1915
 SP0026'IN SAVAGE.
 SP0026'AT SAVAGE, RICHLAND COUNTY, ON THE NORTHERN PACIFIC RAILWAY, AND IN
 SP0026'THE NORTHEAST PIER OF THE FOUNDATION AT THE SITE OF A WATER TANK. THE
 SP0026'HIGHEST POINT IN A CHISELED SQUARE.
 SP0026
 SP0026                          STATION RECOVERY (1934)
 SP0026
 SP0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SP0026'RECOVERED IN GOOD CONDITION.
 SP0026
 SP0026                          STATION RECOVERY (1981)
 SP0026
 SP0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SP0026'IN SAVAGE, 43.6 METERS (143.0 FT) NORTH OF THE NORTH END OF THE
 SP0026'BURLINGTON NORTHERN RAILROAD STATION, 2.7 METERS (9.0 FT) WEST OF THE
 SP0026'NEAR RAIL OF THE MAIN TRACK, A CHISELED SQUARE ON TOP OF THE NORTHEAST
 SP0026'CORNER OF THE NORTHEAST CONCRETE PIER OF THE FOUNDATION OF AN
 SP0026'ABANDONED WATER TANK.
 SP0026'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0162 ***********************************************************************
 RY0162  DESIGNATION -  A 300
 RY0162  PID         -  RY0162
 RY0162  STATE/COUNTY-  MT/RAVALLI
 RY0162  USGS QUAD   -  DARBY (1964)
 RY0162
 RY0162                         *CURRENT SURVEY CONTROL
 RY0162  ___________________________________________________________________
 RY0162* NAD 83(1986)-  46 07 09.     (N)    114 13 33.     (W)     SCALED    
 RY0162* NAVD 88     -      1247.119  (meters)    4091.59   (feet)  ADJUSTED  
 RY0162  ___________________________________________________________________
 RY0162  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 RY0162  DYNAMIC HT  -        1246.769 (meters)    4090.44  (feet)  COMP
 RY0162  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 RY0162
 RY0162  VERT ORDER  -  SECOND    CLASS 0
 RY0162
 RY0162.The horizontal coordinates were scaled from a topographic map and have
 RY0162.an estimated accuracy of +/- 6 seconds.
 RY0162
 RY0162.The orthometric height was determined by differential leveling
 RY0162.and adjusted by the National Geodetic Survey in June 1991..
 RY0162
 RY0162.The geoid height was determined by GEOID03.
 RY0162
 RY0162.The dynamic height is computed by dividing the NAVD 88
 RY0162.geopotential number by the normal gravity value computed on the
 RY0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0162.degrees latitude (g = 980.6199 gals.).
 RY0162
 RY0162.The modeled gravity was interpolated from observed gravity values.
 RY0162
 RY0162;                    North         East    Units  Estimated Accuracy
 RY0162;SPC MT       -   218,730.      235,110.      MT  (+/- 180 meters Scaled)
 RY0162
 RY0162                          SUPERSEDED SURVEY CONTROL
 RY0162
 RY0162  NGVD 29 (??/??/92) 1246.010  (m)         4087.95   (f) ADJ UNCH    2 0
 RY0162
 RY0162.Superseded values are not recommended for survey control.
 RY0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0162.See file dsdata.txt to determine how the superseded data were derived.
 RY0162
 RY0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM143110(NAD 83)
 RY0162_MARKER: DB = BENCH MARK DISK
 RY0162_SETTING: 80 = SET IN A BOULDER
 RY0162_STAMPING: A 300 1964
 RY0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0162+STABILITY: SURFACE MOTION
 RY0162
 RY0162  HISTORY     - Date     Condition        Report By
 RY0162  HISTORY     - 1964     MONUMENTED       CGS
 RY0162  HISTORY     - 1965     GOOD             NGS
 RY0162
 RY0162                          STATION DESCRIPTION
 RY0162
 RY0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0162'9.3 MI NW FROM DARBY.
 RY0162'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0162'THENCE 2.3 MILES WEST ALONG LOST HORSE ROAD, ABOUT 50 YARDS WEST OF
 RY0162'THE CENTER OF THE JUNCTION OF MOOSE RIDGE ROAD NORTHWEST, IN THE TOP
 RY0162'OF THE EAST EDGE OF A LARGE BOULDER, 72 FEET NORTHWEST OF THE CENTER
 RY0162'LINE OF THE ROAD, 60 FEET SOUTH OF THE CENTER LINE OF MOOSE RIDGE
 RY0162'ROAD, 2.5 FEET WEST OF THE EAST CORNER OF THE BOULDER, AND ABOUT 8
 RY0162'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0049 ***********************************************************************
 SP0049  DESIGNATION -  A 31
 SP0049  PID         -  SP0049
 SP0049  STATE/COUNTY-  MT/DAWSON
 SP0049  USGS QUAD   -  GLENDIVE (1967)
 SP0049
 SP0049                         *CURRENT SURVEY CONTROL
 SP0049  ___________________________________________________________________
 SP0049* NAD 83(1986)-  47 06 08.     (N)    104 42 57.     (W)     SCALED    
 SP0049* NAVD 88     -       633.320  (meters)    2077.82   (feet)  ADJUSTED  
 SP0049  ___________________________________________________________________
 SP0049  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SP0049  DYNAMIC HT  -         633.338 (meters)    2077.88  (feet)  COMP
 SP0049  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 SP0049
 SP0049  VERT ORDER  -  FIRST     CLASS II
 SP0049
 SP0049.The horizontal coordinates were scaled from a topographic map and have
 SP0049.an estimated accuracy of +/- 6 seconds.
 SP0049
 SP0049.The orthometric height was determined by differential leveling
 SP0049.and adjusted by the National Geodetic Survey in June 1991..
 SP0049.WARNING-Repeat measurements at this control monument indicate possible
 SP0049.vertical movement.
 SP0049
 SP0049.The geoid height was determined by GEOID03.
 SP0049
 SP0049.The dynamic height is computed by dividing the NAVD 88
 SP0049.geopotential number by the normal gravity value computed on the
 SP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0049.degrees latitude (g = 980.6199 gals.).
 SP0049
 SP0049.The modeled gravity was interpolated from observed gravity values.
 SP0049
 SP0049;                    North         East    Units  Estimated Accuracy
 SP0049;SPC MT       -   328,020.      962,720.      MT  (+/- 180 meters Scaled)
 SP0049
 SP0049                          SUPERSEDED SURVEY CONTROL
 SP0049
 SP0049  NGVD 29 (??/??/92)  632.770  (m)         2076.01   (f) ADJ UNCH    1 2
 SP0049
 SP0049.Superseded values are not recommended for survey control.
 SP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0049.See file dsdata.txt to determine how the superseded data were derived.
 SP0049
 SP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN215165(NAD 83)
 SP0049_MARKER: DB = BENCH MARK DISK
 SP0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SP0049_SP_SET: STEP
 SP0049_STAMPING: A 31 2076.052
 SP0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0049
 SP0049  HISTORY     - Date     Condition        Report By
 SP0049  HISTORY     - UNK      MONUMENTED       CGS
 SP0049  HISTORY     - 1960     GOOD             NGS
 SP0049  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 SP0049
 SP0049                          STATION DESCRIPTION
 SP0049
 SP0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SP0049'IN GLENDIVE.
 SP0049'0.4 MILE SOUTH ALONG MERRILL AVENUE FROM THE NORTHERN PACIFIC RAILWAY
 SP0049'STATION AT GLENDIVE, IN SECTION 35, R 55 E, T 16 N, SET IN THE TOP OF
 SP0049'THE NORTH END OF THE BOTTOM STEP OF THE EAST ENTRANCE TO THE CITY
 SP0049'HALL, 46 FEET WEST OF THE CENTER LINE OF MERRILL AVENUE, AND ABOUT 1
 SP0049'FOOT ABOVE THE SIDEWALK.
 SP0049
 SP0049                          STATION RECOVERY (1967)
 SP0049
 SP0049'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 SP0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0458 ***********************************************************************
 RX0458  DESIGNATION -  A 310
 RX0458  PID         -  RX0458
 RX0458  STATE/COUNTY-  MT/POWELL
 RX0458  USGS QUAD   -  GARRISON (1989)
 RX0458
 RX0458                         *CURRENT SURVEY CONTROL
 RX0458  ___________________________________________________________________
 RX0458* NAD 83(1986)-  46 31 16.     (N)    112 48 59.     (W)     SCALED    
 RX0458* NAVD 88     -      1321.947  (meters)    4337.09   (feet)  ADJUSTED  
 RX0458  ___________________________________________________________________
 RX0458  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0458  DYNAMIC HT  -        1321.634 (meters)    4336.06  (feet)  COMP
 RX0458  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 RX0458  OBS GRAVITY -     980,332.4   (mgal)                       GRAV_OBS
 RX0458
 RX0458  VERT ORDER  -  FIRST     CLASS II
 RX0458
 RX0458.The horizontal coordinates were scaled from a topographic map and have
 RX0458.an estimated accuracy of +/- 6 seconds.
 RX0458
 RX0458.The orthometric height was determined by differential leveling
 RX0458.and adjusted by the National Geodetic Survey in June 1991..
 RX0458
 RX0458.The geoid height was determined by GEOID03.
 RX0458
 RX0458.The dynamic height is computed by dividing the NAVD 88
 RX0458.geopotential number by the normal gravity value computed on the
 RX0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0458.degrees latitude (g = 980.6199 gals.).
 RX0458
 RX0458.The modeled gravity was interpolated from observed gravity values.
 RX0458.The observed gravity was obtained from relative gravimeter ties
 RX0458.to the IGSN71 gravity network.
 RX0458
 RX0458;                    North         East    Units  Estimated Accuracy
 RX0458;SPC MT       -   257,760.      345,750.      MT  (+/- 180 meters Scaled)
 RX0458
 RX0458                          SUPERSEDED SURVEY CONTROL
 RX0458
 RX0458  NGVD 29 (??/??/92) 1320.802  (m)         4333.33   (f) ADJ UNCH    1 2
 RX0458
 RX0458.Superseded values are not recommended for survey control.
 RX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0458.See file dsdata.txt to determine how the superseded data were derived.
 RX0458
 RX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS606535(NAD 83)
 RX0458_MARKER: DB = BENCH MARK DISK
 RX0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0458_SP_SET: FOUNDATION
 RX0458_STAMPING: A 310 1959
 RX0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0458
 RX0458  HISTORY     - Date     Condition        Report By
 RX0458  HISTORY     - 1959     MONUMENTED       CGS
 RX0458  HISTORY     - 1979     GOOD             NGS
 RX0458
 RX0458                          STATION DESCRIPTION
 RX0458
 RX0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0458'IN GARRISON.
 RX0458'AT GARRISON, AT THE NORTHEAST CORNER OF THE NORTHERN PACIFIC RAILROAD
 RX0458'STATION, 16 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, IN SECTION
 RX0458'23, T 9 N, R 10 W, IN THE TOP OF THE CONCRETE FOUNDATION WHICH EXTENDS
 RX0458'1 FOOT FROM THE BUILDING, 6 INCHES NORTH OF THE NORTHEAST CORNER, AND
 RX0458'ABOUT 6 INCHES ABOVE THE WOODEN PLATFORM.
 RX0458
 RX0458                          STATION RECOVERY (1979)
 RX0458
 RX0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0458'0.9 MILE WEST ALONG THE BURLINGTON NORTHERN RAILWAY FROM THE JUNCTION
 RX0458'OF US HIGHWAY 90 AND STATE HIGHWAY 12 AT GARRISON,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0529 ***********************************************************************
 RX0529  DESIGNATION -  A 311
 RX0529  PID         -  RX0529
 RX0529  STATE/COUNTY-  MT/GRANITE
 RX0529  USGS QUAD   -  BEARMOUTH (1989)
 RX0529
 RX0529                         *CURRENT SURVEY CONTROL
 RX0529  ___________________________________________________________________
 RX0529* NAD 83(1986)-  46 42 34.     (N)    113 19 54.     (W)     SCALED    
 RX0529* NAVD 88     -      1158.576  (meters)    3801.09   (feet)  ADJUSTED  
 RX0529  ___________________________________________________________________
 RX0529  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 RX0529  DYNAMIC HT  -        1158.348 (meters)    3800.35  (feet)  COMP
 RX0529  MODELED GRAV-     980,377.8   (mgal)                       NAVD 88
 RX0529  OBS GRAVITY -     980,373.3   (mgal)                       GRAV_OBS
 RX0529
 RX0529  VERT ORDER  -  FIRST     CLASS II
 RX0529
 RX0529.The horizontal coordinates were scaled from a topographic map and have
 RX0529.an estimated accuracy of +/- 6 seconds.
 RX0529
 RX0529.The orthometric height was determined by differential leveling
 RX0529.and adjusted by the National Geodetic Survey in June 1991..
 RX0529
 RX0529.The geoid height was determined by GEOID03.
 RX0529
 RX0529.The dynamic height is computed by dividing the NAVD 88
 RX0529.geopotential number by the normal gravity value computed on the
 RX0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0529.degrees latitude (g = 980.6199 gals.).
 RX0529
 RX0529.The modeled gravity was interpolated from observed gravity values.
 RX0529.The observed gravity was obtained from relative gravimeter ties
 RX0529.to the IGSN71 gravity network.
 RX0529
 RX0529;                    North         East    Units  Estimated Accuracy
 RX0529;SPC MT       -   280,460.      307,290.      MT  (+/- 180 meters Scaled)
 RX0529
 RX0529                          SUPERSEDED SURVEY CONTROL
 RX0529
 RX0529  NGVD 29 (??/??/92) 1157.514  (m)         3797.61   (f) ADJ UNCH    1 2
 RX0529
 RX0529.Superseded values are not recommended for survey control.
 RX0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0529.See file dsdata.txt to determine how the superseded data were derived.
 RX0529
 RX0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS217755(NAD 83)
 RX0529_MARKER: DB = BENCH MARK DISK
 RX0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0529_SP_SET: FOUNDATION
 RX0529_STAMPING: A 311 1959
 RX0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0529
 RX0529  HISTORY     - Date     Condition        Report By
 RX0529  HISTORY     - 1959     MONUMENTED       CGS
 RX0529  HISTORY     - 1979     GOOD             NGS
 RX0529
 RX0529                          STATION DESCRIPTION
 RX0529
 RX0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0529'IN BEARMOUTH.
 RX0529'AT BEARMOUTH, 185 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 RX0529'NORTHERN PACIFIC RAILROAD STATION, IN THE SOUTHWEST 1/4 OF SECTION 14,
 RX0529'T 11 N, R 14 W, IN THE TOP OF THE EAST SIDE OF AN 8 X 8-FOOT CONCRETE
 RX0529'FOUNDATION WHICH IS AMONG A GROUP OF ABANDONED FOUNDATIONS OF A WATER
 RX0529'TANK, 99 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 67 FEET
 RX0529'WEST OF THE WEST RAIL OF A SIDE TRACK, AND ABOUT 2 1/2 FEET BELOW THE
 RX0529'LEVEL OF THE TRACKS.
 RX0529
 RX0529                          STATION RECOVERY (1979)
 RX0529
 RX0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0529'CHANGE MILEAGE HEADING TO--9.95 MILES WEST ALONG US HIGHWAY 90 FROM
 RX0529'ITS JUNCTION WITH STATE HIGHWAY 10A IN DRUMMOND, 0.2 MILE SOUTHWEST
 RX0529'OF A TRACK ROAD CROSSING THE TRACKS,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0656 ***********************************************************************
 RX0656  DESIGNATION -  A 312
 RX0656  PID         -  RX0656
 RX0656  STATE/COUNTY-  MT/MISSOULA
 RX0656  USGS QUAD   -  BONNER (1978)
 RX0656
 RX0656                         *CURRENT SURVEY CONTROL
 RX0656  ___________________________________________________________________
 RX0656* NAD 83(1986)-  46 49 18.     (N)    113 48 06.     (W)     SCALED    
 RX0656* NAVD 88     -      1020.197  (meters)    3347.10   (feet)  POSTED    
 RX0656  ___________________________________________________________________
 RX0656  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 RX0656  DYNAMIC HT  -        1020.030 (meters)    3346.55  (feet)  COMP
 RX0656  MODELED GRAV-     980,412.2   (mgal)                       NAVD 88
 RX0656
 RX0656  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RX0656
 RX0656.The horizontal coordinates were scaled from a topographic map and have
 RX0656.an estimated accuracy of +/- 6 seconds.
 RX0656
 RX0656.The orthometric height was determined by differential leveling
 RX0656.and adjusted by the National Geodetic Survey in 1992..
 RX0656.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RX0656.rate of 2.1 thru 3.0 mm/km.
 RX0656
 RX0656.The geoid height was determined by GEOID03.
 RX0656
 RX0656.The dynamic height is computed by dividing the NAVD 88
 RX0656.geopotential number by the normal gravity value computed on the
 RX0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0656.degrees latitude (g = 980.6199 gals.).
 RX0656
 RX0656.The modeled gravity was interpolated from observed gravity values.
 RX0656
 RX0656;                    North         East    Units  Estimated Accuracy
 RX0656;SPC MT       -   294,770.      272,110.      MT  (+/- 180 meters Scaled)
 RX0656
 RX0656                          SUPERSEDED SURVEY CONTROL
 RX0656
 RX0656  NGVD 29 (??/??/92) 1019.129  (m)         3343.59   (f) ADJ UNCH    1 2
 RX0656
 RX0656.Superseded values are not recommended for survey control.
 RX0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0656.See file dsdata.txt to determine how the superseded data were derived.
 RX0656
 RX0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS862891(NAD 83)
 RX0656_MARKER: DB = BENCH MARK DISK
 RX0656_SETTING: 66 = SET IN ROCK OUTCROP
 RX0656_SP_SET: GRANITE OUTCROP
 RX0656_STAMPING: A 312 1959
 RX0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0656+STABILITY: POSITION/ELEVATION WELL
 RX0656
 RX0656  HISTORY     - Date     Condition        Report By
 RX0656  HISTORY     - 1959     MONUMENTED       CGS
 RX0656  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0656
 RX0656                          STATION DESCRIPTION
 RX0656
 RX0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0656'4.65 MI SE FROM BONNER.
 RX0656'ABOUT 4.65 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0656'THE STATION AT BONNER, ABOUT 0.5 MILE EAST OF MILEPOST 109, IN THE
 RX0656'SOUTHEAST 1/4 OF SECTION 1, T 12 N, R 18 W, 208 FEET NORTH OF THE
 RX0656'NORTH RAIL OF THE MAIN TRACK, ACROSS U. S. HIGHWAY 10 FROM A STEEL
 RX0656'BRIDGE OVER THE CLARK FORK RIVER, 151 FEET NORTH OF THE CENTER LINE OF
 RX0656'U. S. HIGHWAY 10, AT THE FOOT OF A STEEP HILL, 25 FEET NORTH OF THE
 RX0656'CENTER LINE OF AN ABANDONED ROAD, IN THE TOP OF A GRANITE OUTCROP,
 RX0656'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE OLD ROAD, AND ABOUT 6 INCHES
 RX0656'BELOW THE LEVEL OF THE TRACKS.
 RX0656
 RX0656                          STATION RECOVERY (1979)
 RX0656
 RX0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0656'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0457 ***********************************************************************
 RX0457  DESIGNATION -  A 313
 RX0457  PID         -  RX0457
 RX0457  STATE/COUNTY-  MT/POWELL
 RX0457  USGS QUAD   -  GARRISON (1989)
 RX0457
 RX0457                         *CURRENT SURVEY CONTROL
 RX0457  ___________________________________________________________________
 RX0457* NAD 83(1986)-  46 31 14.     (N)    112 48 01.     (W)     SCALED    
 RX0457* NAVD 88     -      1324.520  (meters)    4345.53   (feet)  ADJUSTED  
 RX0457  ___________________________________________________________________
 RX0457  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0457  DYNAMIC HT  -        1324.204 (meters)    4344.49  (feet)  COMP
 RX0457  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 RX0457
 RX0457  VERT ORDER  -  FIRST     CLASS II
 RX0457
 RX0457.The horizontal coordinates were scaled from a topographic map and have
 RX0457.an estimated accuracy of +/- 6 seconds.
 RX0457
 RX0457.The orthometric height was determined by differential leveling
 RX0457.and adjusted by the National Geodetic Survey in June 1991..
 RX0457
 RX0457.The geoid height was determined by GEOID03.
 RX0457
 RX0457.The dynamic height is computed by dividing the NAVD 88
 RX0457.geopotential number by the normal gravity value computed on the
 RX0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0457.degrees latitude (g = 980.6199 gals.).
 RX0457
 RX0457.The modeled gravity was interpolated from observed gravity values.
 RX0457
 RX0457;                    North         East    Units  Estimated Accuracy
 RX0457;SPC MT       -   257,640.      346,980.      MT  (+/- 180 meters Scaled)
 RX0457
 RX0457                          SUPERSEDED SURVEY CONTROL
 RX0457
 RX0457  NGVD 29 (??/??/92) 1323.373  (m)         4341.77   (f) ADJ UNCH    1 2
 RX0457
 RX0457.Superseded values are not recommended for survey control.
 RX0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0457.See file dsdata.txt to determine how the superseded data were derived.
 RX0457
 RX0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS619534(NAD 83)
 RX0457_MARKER: DB = BENCH MARK DISK
 RX0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0457_SP_SET: BRIDGE
 RX0457_STAMPING: A 313 1959
 RX0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0457
 RX0457  HISTORY     - Date     Condition        Report By
 RX0457  HISTORY     - 1959     MONUMENTED       CGS
 RX0457
 RX0457                          STATION DESCRIPTION
 RX0457
 RX0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0457'0.85 MI E FROM GARRISON.
 RX0457'ABOUT 0.85 MILE EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0457'STATION AT GARRISON, 21 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 RX0457'TRACK, IN SECTION 24, R 10 W, T 9 N, IN THE TOP OF THE WEST END OF THE
 RX0457'NORTHWEST WING WALL OF A SMALL CONCRETE BRIDGE OVER A CREEK, 9 FEET
 RX0457'NORTH OF THE NORTH RAIL OF A SIDE TRACK, AND ABOUT 1 FOOT BELOW THE
 RX0457'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0379 ***********************************************************************
 RX0379  DESIGNATION -  A 314
 RX0379  PID         -  RX0379
 RX0379  STATE/COUNTY-  MT/DEER LODGE
 RX0379  USGS QUAD   -  WARM SPRINGS (1989)
 RX0379
 RX0379                         *CURRENT SURVEY CONTROL
 RX0379  ___________________________________________________________________
 RX0379* NAD 83(1986)-  46 11 55.     (N)    112 46 53.     (W)     SCALED    
 RX0379* NAVD 88     -      1459.154  (meters)    4787.24   (feet)  ADJUSTED  
 RX0379  ___________________________________________________________________
 RX0379  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0379  DYNAMIC HT  -        1458.655 (meters)    4785.60  (feet)  COMP
 RX0379  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 RX0379  OBS GRAVITY -     980,223.4   (mgal)                       GRAV_OBS
 RX0379
 RX0379  VERT ORDER  -  FIRST     CLASS II
 RX0379
 RX0379.The horizontal coordinates were scaled from a topographic map and have
 RX0379.an estimated accuracy of +/- 6 seconds.
 RX0379
 RX0379.The orthometric height was determined by differential leveling
 RX0379.and adjusted by the National Geodetic Survey in June 1991..
 RX0379.WARNING-Repeat measurements at this control monument indicate possible
 RX0379.vertical movement.
 RX0379
 RX0379.The geoid height was determined by GEOID03.
 RX0379
 RX0379.The dynamic height is computed by dividing the NAVD 88
 RX0379.geopotential number by the normal gravity value computed on the
 RX0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0379.degrees latitude (g = 980.6199 gals.).
 RX0379
 RX0379.The modeled gravity was interpolated from observed gravity values.
 RX0379.The observed gravity was obtained from relative gravimeter ties
 RX0379.to the IGSN71 gravity network.
 RX0379
 RX0379;                    North         East    Units  Estimated Accuracy
 RX0379;SPC MT       -   221,850.      346,930.      MT  (+/- 180 meters Scaled)
 RX0379
 RX0379                          SUPERSEDED SURVEY CONTROL
 RX0379
 RX0379  NGVD 29 (??/??/92) 1457.878  (m)         4783.05   (f) ADJ UNCH    1 2
 RX0379
 RX0379.Superseded values are not recommended for survey control.
 RX0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0379.See file dsdata.txt to determine how the superseded data were derived.
 RX0379
 RX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS625176(NAD 83)
 RX0379_MARKER: DB = BENCH MARK DISK
 RX0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0379_STAMPING: A 314 1959
 RX0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0379+STABILITY: SURFACE MOTION
 RX0379
 RX0379  HISTORY     - Date     Condition        Report By
 RX0379  HISTORY     - 1959     MONUMENTED       CGS
 RX0379  HISTORY     - 1979     GOOD             NGS
 RX0379  HISTORY     - 1987     GOOD             USPSQD
 RX0379
 RX0379                          STATION DESCRIPTION
 RX0379
 RX0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0379'1.3 MI N FROM WARM SPRINGS.
 RX0379'ABOUT 1.3 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0379'STATION AT WARM SPRINGS, IN SECTION 7, R 9 W, T 5 N, 14 1/2 POLES
 RX0379'NORTH OF MILEPOST 26, 31 FEET EAST OF THE EAST RAIL, 64 FEET WEST OF
 RX0379'THE CENTER LINE OF U. S. HIGHWAY 10S, 9 FEET NORTH OF A TELEPHONE
 RX0379'POLE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RX0379'HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF
 RX0379'A CONCRETE POST PROJECTING 8 INCHES.
 RX0379
 RX0379                          STATION RECOVERY (1979)
 RX0379
 RX0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0379'ADD--1.2 MILES NORTH OF THE POST OFFICE AT WARM SPRINGS.
 RX0379
 RX0379                          STATION RECOVERY (1987)
 RX0379
 RX0379'RECOVERY NOTE BY US POWER SQUADRON 1987 (DJW)
 RX0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0438 ***********************************************************************
 RX0438  DESIGNATION -  A 315
 RX0438  PID         -  RX0438
 RX0438  STATE/COUNTY-  MT/SILVER BOW
 RX0438  USGS QUAD   -  ELK PARK PASS (1996)
 RX0438
 RX0438                         *CURRENT SURVEY CONTROL
 RX0438  ___________________________________________________________________
 RX0438* NAD 83(1986)-  46 03 00.     (N)    112 29 51.     (W)     SCALED    
 RX0438* NAVD 88     -      1802.471  (meters)    5913.61   (feet)  ADJUSTED  
 RX0438  ___________________________________________________________________
 RX0438  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 RX0438  DYNAMIC HT  -        1801.709 (meters)    5911.11  (feet)  COMP
 RX0438  MODELED GRAV-     980,128.7   (mgal)                       NAVD 88
 RX0438
 RX0438  VERT ORDER  -  FIRST     CLASS II
 RX0438
 RX0438.The horizontal coordinates were scaled from a topographic map and have
 RX0438.an estimated accuracy of +/- 6 seconds.
 RX0438
 RX0438.The orthometric height was determined by differential leveling
 RX0438.and adjusted by the National Geodetic Survey in June 1991..
 RX0438
 RX0438.The geoid height was determined by GEOID03.
 RX0438
 RX0438.The dynamic height is computed by dividing the NAVD 88
 RX0438.geopotential number by the normal gravity value computed on the
 RX0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0438.degrees latitude (g = 980.6199 gals.).
 RX0438
 RX0438.The modeled gravity was interpolated from observed gravity values.
 RX0438
 RX0438;                    North         East    Units  Estimated Accuracy
 RX0438;SPC MT       -   204,470.      368,180.      MT  (+/- 180 meters Scaled)
 RX0438
 RX0438                          SUPERSEDED SURVEY CONTROL
 RX0438
 RX0438  NGVD 29 (??/??/92) 1801.134  (m)         5909.22   (f) ADJ UNCH    1 2
 RX0438
 RX0438.Superseded values are not recommended for survey control.
 RX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0438.See file dsdata.txt to determine how the superseded data were derived.
 RX0438
 RX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS841006(NAD 83)
 RX0438_MARKER: DB = BENCH MARK DISK
 RX0438_SETTING: 80 = SET IN A BOULDER
 RX0438_SP_SET: BOULDER
 RX0438_STAMPING: A 315 1959
 RX0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0438+STABILITY: SURFACE MOTION
 RX0438
 RX0438  HISTORY     - Date     Condition        Report By
 RX0438  HISTORY     - 1959     MONUMENTED       CGS
 RX0438
 RX0438                          STATION DESCRIPTION
 RX0438
 RX0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0438'5.55 MI N FROM BUTTE.
 RX0438'ABOUT 5.55 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0438'STATION AT BUTTE, IN SECTION 32, R 7 W, T 4 N, 140 FEET NORTHEAST AND
 RX0438'ACROSS THE TRACKS FROM MILEPOST 282, 65 FEET EAST OF THE EAST RAIL, IN
 RX0438'THE TOP OF A LARGE BOULDER WHICH PROJECTS ABOUT 1 FOOT, AND ABOUT 2
 RX0438'FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0242 ***********************************************************************
 QY0242  DESIGNATION -  A 316
 QY0242  PID         -  QY0242
 QY0242  STATE/COUNTY-  MT/SILVER BOW
 QY0242  USGS QUAD   -  BUXTON (1996)
 QY0242
 QY0242                         *CURRENT SURVEY CONTROL
 QY0242  ___________________________________________________________________
 QY0242* NAD 83(1986)-  45 57 27.     (N)    112 39 52.     (W)     SCALED    
 QY0242* NAVD 88     -      1660.529  (meters)    5447.92   (feet)  ADJUSTED  
 QY0242  ___________________________________________________________________
 QY0242  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 QY0242  DYNAMIC HT  -        1659.852 (meters)    5445.70  (feet)  COMP
 QY0242  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 QY0242
 QY0242  VERT ORDER  -  FIRST     CLASS II
 QY0242
 QY0242.The horizontal coordinates were scaled from a topographic map and have
 QY0242.an estimated accuracy of +/- 6 seconds.
 QY0242
 QY0242.The orthometric height was determined by differential leveling
 QY0242.and adjusted by the National Geodetic Survey in June 1991..
 QY0242
 QY0242.The geoid height was determined by GEOID03.
 QY0242
 QY0242.The dynamic height is computed by dividing the NAVD 88
 QY0242.geopotential number by the normal gravity value computed on the
 QY0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0242.degrees latitude (g = 980.6199 gals.).
 QY0242
 QY0242.The modeled gravity was interpolated from observed gravity values.
 QY0242
 QY0242;                    North         East    Units  Estimated Accuracy
 QY0242;SPC MT       -   194,710.      354,860.      MT  (+/- 180 meters Scaled)
 QY0242
 QY0242                          SUPERSEDED SURVEY CONTROL
 QY0242
 QY0242  NGVD 29 (??/??/92) 1659.237  (m)         5443.68   (f) ADJ UNCH    1 2
 QY0242
 QY0242.Superseded values are not recommended for survey control.
 QY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0242.See file dsdata.txt to determine how the superseded data were derived.
 QY0242
 QY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR710906(NAD 83)
 QY0242_MARKER: DB = BENCH MARK DISK
 QY0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0242_SP_SET: CULVERT
 QY0242_STAMPING: A 316 1959
 QY0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0242
 QY0242  HISTORY     - Date     Condition        Report By
 QY0242  HISTORY     - 1959     MONUMENTED       CGS
 QY0242  HISTORY     - 1967     GOOD             NGS
 QY0242
 QY0242                          STATION DESCRIPTION
 QY0242
 QY0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0242'3.35 MI S FROM SILVER BOW.
 QY0242'3.35 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0242'SILVER BOW, IN SECTION 1, R 9 W, T 2 N, 9 1/2 POLES SOUTH OF MILEPOST
 QY0242'387, 58 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE NORTH END OF THE
 QY0242'WEST CONCRETE HEAD WALL OF A LARGE CONCRETE BOX CULVERT UNDER THE
 QY0242'PAVED ROAD, 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TRESTLE, 10
 QY0242'1/2 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD, AND ABOUT 5 FEET
 QY0242'ABOVE THE LEVEL OF THE TRACKS.  NOTE-- PAVED ROAD NOW ABANDONED AND
 QY0242'HIGHWAY SHIFTED 100 FEET EAST.
 QY0242
 QY0242                          STATION RECOVERY (1967)
 QY0242
 QY0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QY0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0340 ***********************************************************************
 RX0340  DESIGNATION -  A 317
 RX0340  PID         -  RX0340
 RX0340  STATE/COUNTY-  MT/JEFFERSON
 RX0340  USGS QUAD   -  WICKES (1996)
 RX0340
 RX0340                         *CURRENT SURVEY CONTROL
 RX0340  ___________________________________________________________________
 RX0340* NAD 83(1986)-  46 18 54.     (N)    112 06 25.     (W)     SCALED    
 RX0340* NAVD 88     -      1659.463  (meters)    5444.42   (feet)  ADJUSTED  
 RX0340  ___________________________________________________________________
 RX0340  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 RX0340  DYNAMIC HT  -        1658.896 (meters)    5442.56  (feet)  COMP
 RX0340  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 RX0340
 RX0340  VERT ORDER  -  FIRST     CLASS II
 RX0340
 RX0340.The horizontal coordinates were scaled from a topographic map and have
 RX0340.an estimated accuracy of +/- 6 seconds.
 RX0340
 RX0340.The orthometric height was determined by differential leveling
 RX0340.and adjusted by the National Geodetic Survey in June 1991..
 RX0340
 RX0340.The geoid height was determined by GEOID03.
 RX0340
 RX0340.The dynamic height is computed by dividing the NAVD 88
 RX0340.geopotential number by the normal gravity value computed on the
 RX0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0340.degrees latitude (g = 980.6199 gals.).
 RX0340
 RX0340.The modeled gravity was interpolated from observed gravity values.
 RX0340
 RX0340;                    North         East    Units  Estimated Accuracy
 RX0340;SPC MT       -   232,810.      399,350.      MT  (+/- 180 meters Scaled)
 RX0340
 RX0340                          SUPERSEDED SURVEY CONTROL
 RX0340
 RX0340  NGVD 29 (??/??/92) 1658.234  (m)         5440.39   (f) ADJ UNCH    1 2
 RX0340
 RX0340.Superseded values are not recommended for survey control.
 RX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0340.See file dsdata.txt to determine how the superseded data were derived.
 RX0340
 RX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS147296(NAD 83)
 RX0340_MARKER: DB = BENCH MARK DISK
 RX0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0340_STAMPING: A 317 1959
 RX0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0340+STABILITY: SURFACE MOTION
 RX0340
 RX0340  HISTORY     - Date     Condition        Report By
 RX0340  HISTORY     - 1959     MONUMENTED       CGS
 RX0340  HISTORY     - 1962     GOOD             NGS
 RX0340
 RX0340                          STATION DESCRIPTION
 RX0340
 RX0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0340'0.25 MI S FROM AMAZON.
 RX0340'ABOUT 0.25 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0340'STATION AT AMAZON, IN SECTION 33, R 4 W, T 7 N, 7 POLES SOUTH OF
 RX0340'MILEPOST 243, 120 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 105
 RX0340'FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 173 FEET WEST OF THE
 RX0340'CENTER LINE OF A DIRT ROAD, 5 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF
 RX0340'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND
 RX0340'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0255 ***********************************************************************
 PZ0255  DESIGNATION -  A 318
 PZ0255  PID         -  PZ0255
 PZ0255  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0255  USGS QUAD   -  DELL (1979)
 PZ0255
 PZ0255                         *CURRENT SURVEY CONTROL
 PZ0255  ___________________________________________________________________
 PZ0255* NAD 83(1986)-  44 40 52.     (N)    112 38 37.     (W)     SCALED    
 PZ0255* NAVD 88     -      1857.374  (meters)    6093.73   (feet)  ADJUSTED  
 PZ0255  ___________________________________________________________________
 PZ0255  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 PZ0255  DYNAMIC HT  -        1856.405 (meters)    6090.56  (feet)  COMP
 PZ0255  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 PZ0255
 PZ0255  VERT ORDER  -  FIRST     CLASS II
 PZ0255
 PZ0255.The horizontal coordinates were scaled from a topographic map and have
 PZ0255.an estimated accuracy of +/- 6 seconds.
 PZ0255
 PZ0255.The orthometric height was determined by differential leveling
 PZ0255.and adjusted by the National Geodetic Survey in June 1991..
 PZ0255
 PZ0255.The geoid height was determined by GEOID03.
 PZ0255
 PZ0255.The dynamic height is computed by dividing the NAVD 88
 PZ0255.geopotential number by the normal gravity value computed on the
 PZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0255.degrees latitude (g = 980.6199 gals.).
 PZ0255
 PZ0255.The modeled gravity was interpolated from observed gravity values.
 PZ0255
 PZ0255;                    North         East    Units  Estimated Accuracy
 PZ0255;SPC MT       -    52,930.      350,780.      MT  (+/- 180 meters Scaled)
 PZ0255
 PZ0255                          SUPERSEDED SURVEY CONTROL
 PZ0255
 PZ0255  NGVD 29 (??/??/92) 1856.108  (m)         6089.58   (f) ADJ UNCH    1 2
 PZ0255
 PZ0255.Superseded values are not recommended for survey control.
 PZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0255.See file dsdata.txt to determine how the superseded data were derived.
 PZ0255
 PZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ697488(NAD 83)
 PZ0255_MARKER: DB = BENCH MARK DISK
 PZ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0255_STAMPING: A 318 1962
 PZ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0255+STABILITY: SURFACE MOTION
 PZ0255
 PZ0255  HISTORY     - Date     Condition        Report By
 PZ0255  HISTORY     - 1962     MONUMENTED       CGS
 PZ0255
 PZ0255                          STATION DESCRIPTION
 PZ0255
 PZ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0255'4.1 MI NW FROM LIMA.
 PZ0255'4.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0255'AT LIMA, 4.0 MILES SOUTHEAST OF DELL, 0.1 MILE SOUTHEAST OF THE
 PZ0255'CROSSING OF A ROAD, SOUTHWEST AND ACROSS THE TRACK FROM MILEPOLE 284,
 PZ0255'67 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 38 FEET NORTHEAST OF THE
 PZ0255'CENTER LINE OF U.S. HIGHWAY 91, 1.5 FEET NORTHEAST OF A FENCE, 1.5
 PZ0255'FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK,
 PZ0255'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 PZ0255'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0036 ***********************************************************************
 PZ0036  DESIGNATION -  A 319
 PZ0036  PID         -  PZ0036
 PZ0036  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0036  USGS QUAD   -  MONIDA (1968)
 PZ0036
 PZ0036                         *CURRENT SURVEY CONTROL
 PZ0036  ___________________________________________________________________
 PZ0036* NAD 83(1986)-  44 34 32.     (N)    112 18 17.     (W)     SCALED    
 PZ0036* NAVD 88     -      2126.335  (meters)    6976.15   (feet)  ADJUSTED  
 PZ0036  ___________________________________________________________________
 PZ0036  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 PZ0036  DYNAMIC HT  -        2125.078 (meters)    6972.03  (feet)  COMP
 PZ0036  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 PZ0036
 PZ0036  VERT ORDER  -  FIRST     CLASS II
 PZ0036
 PZ0036.The horizontal coordinates were scaled from a topographic map and have
 PZ0036.an estimated accuracy of +/- 6 seconds.
 PZ0036
 PZ0036.The orthometric height was determined by differential leveling
 PZ0036.and adjusted by the National Geodetic Survey in June 1991..
 PZ0036
 PZ0036.The geoid height was determined by GEOID03.
 PZ0036
 PZ0036.The dynamic height is computed by dividing the NAVD 88
 PZ0036.geopotential number by the normal gravity value computed on the
 PZ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0036.degrees latitude (g = 980.6199 gals.).
 PZ0036
 PZ0036.The modeled gravity was interpolated from observed gravity values.
 PZ0036
 PZ0036;                    North         East    Units  Estimated Accuracy
 PZ0036;SPC MT       -    40,180.      377,220.      MT  (+/- 180 meters Scaled)
 PZ0036
 PZ0036                          SUPERSEDED SURVEY CONTROL
 PZ0036
 PZ0036  NGVD 29 (??/??/92) 2124.941  (m)         6971.58   (f) ADJ UNCH    1 2
 PZ0036
 PZ0036.Superseded values are not recommended for survey control.
 PZ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0036.See file dsdata.txt to determine how the superseded data were derived.
 PZ0036
 PZ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ964366(NAD 83)
 PZ0036_MARKER: DB = BENCH MARK DISK
 PZ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0036_STAMPING: A 319 1962
 PZ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0036+STABILITY: SURFACE MOTION
 PZ0036
 PZ0036  HISTORY     - Date     Condition        Report By
 PZ0036  HISTORY     - 1962     MONUMENTED       CGS
 PZ0036  HISTORY     - 1964     GOOD             NGS
 PZ0036
 PZ0036                          STATION DESCRIPTION
 PZ0036
 PZ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0036'1.0 MI NE FROM MONIDA.
 PZ0036'1.0 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0036'RAILROAD STATION AT MONIDA, ON THE SOUTHWEST SLOPE OF A HILL, ON THE
 PZ0036'INSIDE OF A CURVE, AT THE JUNCTION OF A ROAD LEADING NORTHWEST TO A
 PZ0036'JUNK PILE, ON THE SOUTHWEST SIDE OF A SMALL RAVINE, 37 FEET EAST OF
 PZ0036'THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTHWEST OF A METAL WITNESS
 PZ0036'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PZ0036'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0116 ***********************************************************************
 QY0116  DESIGNATION -  A 320
 QY0116  PID         -  QY0116
 QY0116  STATE/COUNTY-  MT/BEAVERHEAD
 QY0116  USGS QUAD   -  DALYS (1952)
 QY0116
 QY0116                         *CURRENT SURVEY CONTROL
 QY0116  ___________________________________________________________________
 QY0116* NAD 83(1986)-  45 05 52.     (N)    112 46 37.     (W)     SCALED    
 QY0116* NAVD 88     -      1619.638  (meters)    5313.76   (feet)  ADJUSTED  
 QY0116  ___________________________________________________________________
 QY0116  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 QY0116  DYNAMIC HT  -        1618.904 (meters)    5311.35  (feet)  COMP
 QY0116  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 QY0116
 QY0116  VERT ORDER  -  FIRST     CLASS II
 QY0116
 QY0116.The horizontal coordinates were scaled from a topographic map and have
 QY0116.an estimated accuracy of +/- 6 seconds.
 QY0116
 QY0116.The orthometric height was determined by differential leveling
 QY0116.and adjusted by the National Geodetic Survey in June 1991..
 QY0116
 QY0116.The geoid height was determined by GEOID03.
 QY0116
 QY0116.The dynamic height is computed by dividing the NAVD 88
 QY0116.geopotential number by the normal gravity value computed on the
 QY0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0116.degrees latitude (g = 980.6199 gals.).
 QY0116
 QY0116.The modeled gravity was interpolated from observed gravity values.
 QY0116
 QY0116;                    North         East    Units  Estimated Accuracy
 QY0116;SPC MT       -    99,630.      342,150.      MT  (+/- 180 meters Scaled)
 QY0116
 QY0116                          SUPERSEDED SURVEY CONTROL
 QY0116
 QY0116  NGVD 29 (??/??/92) 1618.434  (m)         5309.81   (f) ADJ UNCH    1 2
 QY0116
 QY0116.Superseded values are not recommended for survey control.
 QY0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0116.See file dsdata.txt to determine how the superseded data were derived.
 QY0116
 QY0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ601953(NAD 83)
 QY0116_MARKER: DB = BENCH MARK DISK
 QY0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0116_SP_SET: ABUTMENT
 QY0116_STAMPING: A 320 1962
 QY0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0116
 QY0116  HISTORY     - Date     Condition        Report By
 QY0116  HISTORY     - 1962     MONUMENTED       CGS
 QY0116
 QY0116                          STATION DESCRIPTION
 QY0116
 QY0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0116'10.7 MI SW FROM DILLON.
 QY0116'10.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0116'AT DILLON, 77 FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSING OF A
 QY0116'ROAD, ACROSS THE TRACK FROM THE FIRST POLE NORTH OF MILEPOLE 317 1/4,
 QY0116'IN THE TOP OF THE SOUTH-SOUTHEAST END OF THE EAST-NORTHEAST CONCRETE
 QY0116'ABUTMENT OF A BRIDGE OVER BEAVERHEAD RIVER, 61 FEET WEST OF THE WEST
 QY0116'RAIL, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 QY0116'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0126 ***********************************************************************
 QY0126  DESIGNATION -  A 321
 QY0126  PID         -  QY0126
 QY0126  STATE/COUNTY-  MT/BEAVERHEAD
 QY0126  USGS QUAD   -  DILLON WEST (1979)
 QY0126
 QY0126                         *CURRENT SURVEY CONTROL
 QY0126  ___________________________________________________________________
 QY0126* NAD 83(1986)-  45 11 00.     (N)    112 40 45.     (W)     SCALED    
 QY0126* NAVD 88     -      1571.246  (meters)    5155.00   (feet)  ADJUSTED  
 QY0126  ___________________________________________________________________
 QY0126  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 QY0126  DYNAMIC HT  -        1570.561 (meters)    5152.75  (feet)  COMP
 QY0126  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 QY0126
 QY0126  VERT ORDER  -  FIRST     CLASS II
 QY0126
 QY0126.The horizontal coordinates were scaled from a topographic map and have
 QY0126.an estimated accuracy of +/- 6 seconds.
 QY0126
 QY0126.The orthometric height was determined by differential leveling
 QY0126.and adjusted by the National Geodetic Survey in June 1991..
 QY0126
 QY0126.The geoid height was determined by GEOID03.
 QY0126
 QY0126.The dynamic height is computed by dividing the NAVD 88
 QY0126.geopotential number by the normal gravity value computed on the
 QY0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0126.degrees latitude (g = 980.6199 gals.).
 QY0126
 QY0126.The modeled gravity was interpolated from observed gravity values.
 QY0126
 QY0126;                    North         East    Units  Estimated Accuracy
 QY0126;SPC MT       -   108,810.      350,230.      MT  (+/- 180 meters Scaled)
 QY0126
 QY0126                          SUPERSEDED SURVEY CONTROL
 QY0126
 QY0126  NGVD 29 (??/??/92) 1570.058  (m)         5151.10   (f) ADJ UNCH    1 2
 QY0126
 QY0126.Superseded values are not recommended for survey control.
 QY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0126.See file dsdata.txt to determine how the superseded data were derived.
 QY0126
 QY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR680046(NAD 83)
 QY0126_MARKER: DB = BENCH MARK DISK
 QY0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0126_SP_SET: ABUTMENT
 QY0126_STAMPING: A 321 1962
 QY0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0126
 QY0126  HISTORY     - Date     Condition        Report By
 QY0126  HISTORY     - 1962     MONUMENTED       CGS
 QY0126
 QY0126                          STATION DESCRIPTION
 QY0126
 QY0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0126'2.95 MI SW FROM DILLON.
 QY0126'2.95 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0126'AT DILLON, 16 RAILS NORTHEAST OF CROSSING OF U.S. HIGHWAY 91, 1 1/4
 QY0126'POLES EAST-NORTHEAST OF MILEPOLE 325, IN THE TOP AND 2.2 FEET
 QY0126'NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST END OF THE WEST-SOUTHWEST
 QY0126'CONCRETE ABUTMENT OF BRIDGE 325.07, 7.1 FEET SOUTH-SOUTHEAST OF THE
 QY0126'NEAR RAIL, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0194 ***********************************************************************
 QY0194  DESIGNATION -  A 322
 QY0194  PID         -  QY0194
 QY0194  STATE/COUNTY-  MT/MADISON
 QY0194  USGS QUAD   -  EARLS GULCH (1988)
 QY0194
 QY0194                         *CURRENT SURVEY CONTROL
 QY0194  ___________________________________________________________________
 QY0194* NAD 83(1986)-  45 34 24.     (N)    112 41 01.     (W)     SCALED    
 QY0194* NAVD 88     -      1555.112  (meters)    5102.06   (feet)  ADJUSTED  
 QY0194  ___________________________________________________________________
 QY0194  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 QY0194  DYNAMIC HT  -        1554.500 (meters)    5100.06  (feet)  COMP
 QY0194  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 QY0194
 QY0194  VERT ORDER  -  FIRST     CLASS II
 QY0194
 QY0194.The horizontal coordinates were scaled from a topographic map and have
 QY0194.an estimated accuracy of +/- 6 seconds.
 QY0194
 QY0194.The orthometric height was determined by differential leveling
 QY0194.and adjusted by the National Geodetic Survey in June 1991..
 QY0194
 QY0194.The geoid height was determined by GEOID03.
 QY0194
 QY0194.The dynamic height is computed by dividing the NAVD 88
 QY0194.geopotential number by the normal gravity value computed on the
 QY0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0194.degrees latitude (g = 980.6199 gals.).
 QY0194
 QY0194.The modeled gravity was interpolated from observed gravity values.
 QY0194
 QY0194;                    North         East    Units  Estimated Accuracy
 QY0194;SPC MT       -   152,120.      351,640.      MT  (+/- 180 meters Scaled)
 QY0194
 QY0194                          SUPERSEDED SURVEY CONTROL
 QY0194
 QY0194  NGVD 29 (??/??/92) 1553.921  (m)         5098.16   (f) ADJ UNCH    1 2
 QY0194
 QY0194.Superseded values are not recommended for survey control.
 QY0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0194.See file dsdata.txt to determine how the superseded data were derived.
 QY0194
 QY0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR686480(NAD 83)
 QY0194_MARKER: DB = BENCH MARK DISK
 QY0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0194_STAMPING: A 322 1962
 QY0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0194+STABILITY: SURFACE MOTION
 QY0194
 QY0194  HISTORY     - Date     Condition        Report By
 QY0194  HISTORY     - 1962     MONUMENTED       CGS
 QY0194
 QY0194                          STATION DESCRIPTION
 QY0194
 QY0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0194'4.05 MI S FROM MELROSE.
 QY0194'4.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0194'SIGN AT MELROSE, 8 POLES SOUTH-SOUTHWEST OF MILEPOLE 355, 18 1/2 FEET
 QY0194'EAST-SOUTHEAST OF MILEPOLE 354-3/4, 44.1 FEET EAST-SOUTHEAST OF THE
 QY0194'NEAR RAIL, 33 FEET WEST-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 QY0194'91, 1.5 FEET NORTH-NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 QY0194'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 QY0194'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0127 ***********************************************************************
 QY0127  DESIGNATION -  A 323
 QY0127  PID         -  QY0127
 QY0127  STATE/COUNTY-  MT/BEAVERHEAD
 QY0127  USGS QUAD   -  DILLON WEST (1979)
 QY0127
 QY0127                         *CURRENT SURVEY CONTROL
 QY0127  ___________________________________________________________________
 QY0127* NAD 83(1986)-  45 11 41.     (N)    112 39 56.     (W)     SCALED    
 QY0127* NAVD 88     -      1566.736  (meters)    5140.20   (feet)  ADJUSTED  
 QY0127  ___________________________________________________________________
 QY0127  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 QY0127  DYNAMIC HT  -        1566.066 (meters)    5138.00  (feet)  COMP
 QY0127  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 QY0127
 QY0127  VERT ORDER  -  FIRST     CLASS II
 QY0127
 QY0127.The horizontal coordinates were scaled from a topographic map and have
 QY0127.an estimated accuracy of +/- 6 seconds.
 QY0127
 QY0127.The orthometric height was determined by differential leveling
 QY0127.and adjusted by the National Geodetic Survey in June 1991..
 QY0127
 QY0127.The geoid height was determined by GEOID03.
 QY0127
 QY0127.The dynamic height is computed by dividing the NAVD 88
 QY0127.geopotential number by the normal gravity value computed on the
 QY0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0127.degrees latitude (g = 980.6199 gals.).
 QY0127
 QY0127.The modeled gravity was interpolated from observed gravity values.
 QY0127
 QY0127;                    North         East    Units  Estimated Accuracy
 QY0127;SPC MT       -   110,030.      351,350.      MT  (+/- 180 meters Scaled)
 QY0127
 QY0127                          SUPERSEDED SURVEY CONTROL
 QY0127
 QY0127  NGVD 29 (??/??/92) 1565.559  (m)         5136.34   (f) ADJ UNCH    1 2
 QY0127
 QY0127.Superseded values are not recommended for survey control.
 QY0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0127.See file dsdata.txt to determine how the superseded data were derived.
 QY0127
 QY0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR691059(NAD 83)
 QY0127_MARKER: DB = BENCH MARK DISK
 QY0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0127_STAMPING: A 323 1962
 QY0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0127+STABILITY: SURFACE MOTION
 QY0127
 QY0127  HISTORY     - Date     Condition        Report By
 QY0127  HISTORY     - 1962     MONUMENTED       CGS
 QY0127
 QY0127                          STATION DESCRIPTION
 QY0127
 QY0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0127'2.0 MI SW FROM DILLON.
 QY0127'2.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0127'AT DILLON, 4 FEET SOUTHEAST OF MILEPOLE 326, 30.6 FEET SOUTHEAST OF
 QY0127'THE SOUTHEAST RAIL, 1.0 FOOT SOUTHEAST OF A FENCE, 1.4 FEET NORTHEAST
 QY0127'OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN
 QY0127'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0228 ***********************************************************************
 ST0228  DESIGNATION -  A 324
 ST0228  PID         -  ST0228
 ST0228  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0228  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0228
 ST0228                         *CURRENT SURVEY CONTROL
 ST0228  ___________________________________________________________________
 ST0228* NAD 83(1986)-  47 10 24.     (N)    112 06 00.     (W)     SCALED    
 ST0228* NAVD 88     -      1218.827  (meters)    3998.77   (feet)  ADJUSTED  
 ST0228  ___________________________________________________________________
 ST0228  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 ST0228  DYNAMIC HT  -        1218.656 (meters)    3998.21  (feet)  COMP
 ST0228  MODELED GRAV-     980,430.4   (mgal)                       NAVD 88
 ST0228
 ST0228  VERT ORDER  -  SECOND    CLASS 0
 ST0228
 ST0228.The horizontal coordinates were scaled from a topographic map and have
 ST0228.an estimated accuracy of +/- 6 seconds.
 ST0228
 ST0228.The orthometric height was determined by differential leveling
 ST0228.and adjusted by the National Geodetic Survey in June 1991..
 ST0228
 ST0228.The geoid height was determined by GEOID03.
 ST0228
 ST0228.The dynamic height is computed by dividing the NAVD 88
 ST0228.geopotential number by the normal gravity value computed on the
 ST0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0228.degrees latitude (g = 980.6199 gals.).
 ST0228
 ST0228.The modeled gravity was interpolated from observed gravity values.
 ST0228
 ST0228;                    North         East    Units  Estimated Accuracy
 ST0228;SPC MT       -   328,110.      403,050.      MT  (+/- 180 meters Scaled)
 ST0228
 ST0228                          SUPERSEDED SURVEY CONTROL
 ST0228
 ST0228  NGVD 29 (??/??/92) 1217.852  (m)         3995.57   (f) ADJ UNCH    2 0
 ST0228
 ST0228.Superseded values are not recommended for survey control.
 ST0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0228.See file dsdata.txt to determine how the superseded data were derived.
 ST0228
 ST0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT166250(NAD 83)
 ST0228_MARKER: DB = BENCH MARK DISK
 ST0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0228_STAMPING: A 324 1962
 ST0228_MARK LOGO: CGS   
 ST0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0228+STABILITY: SURFACE MOTION
 ST0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0228+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0228
 ST0228  HISTORY     - Date     Condition        Report By
 ST0228  HISTORY     - 1962     MONUMENTED       CGS
 ST0228  HISTORY     - 19961016 GOOD             NGS
 ST0228
 ST0228                          STATION DESCRIPTION
 ST0228
 ST0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0228'13.75 MI N FROM WOLF CREEK.
 ST0228'13.75 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0228'RAILWAY STATION AT WOLF CREEK, AT THE JUNCTION OF A SHORT DIRT ROAD
 ST0228'SOUTHWEST TO THE FORMER ALIGNMENT OF THE HIGHWAY, 150 FEET SOUTHWEST
 ST0228'OF THE CENTER LINE OF THE HIGHWAY, 68 FEET SOUTHWEST AND ACROSS THE
 ST0228'HIGHWAY FROM THE NORTHWEST END OF A GATE, 33 FEET SOUTHWEST OF THE
 ST0228'CENTER LINE OF THE FORMER HIGHWAY, 11 FEET NORTHWEST OF THE EXTENDED
 ST0228'CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF TELEPHONE POLE 1830, 2.6
 ST0228'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 ST0228'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ST0228
 ST0228                          STATION RECOVERY (1996)
 ST0228
 ST0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0228'8.1 MI (13.0 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM JUNCTION WITH
 ST0228'STATE HIGHWAY 200, IN BOWMANS CORNER, 0.8 MI (1.3 KM) SOUTHEAST TO THE
 ST0228'MARK ON THE RIGHT AT A FIELD ENTRANCE, 150.4 FT (45.8 M) SOUTHWEST OF
 ST0228'THE CENTER OF U.S.  HIGHWAY 287, 68.0 FT (20.7 M) SOUTHWEST OF THE
 ST0228'NORTHWEST END OF A GATE IN THE FENCE AND 33.0 FT (10.1 M) SOUTHWEST OF
 ST0228'THE CENTER OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0863 ***********************************************************************
 SS0863  DESIGNATION -  A 325
 SS0863  PID         -  SS0863
 SS0863  STATE/COUNTY-  MT/CASCADE
 SS0863  USGS QUAD   -  HARDY (1961)
 SS0863
 SS0863                         *CURRENT SURVEY CONTROL
 SS0863  ___________________________________________________________________
 SS0863* NAD 83(1986)-  47 10 18.     (N)    111 49 22.     (W)     SCALED    
 SS0863* NAVD 88     -      1042.933  (meters)    3421.69   (feet)  ADJUSTED  
 SS0863  ___________________________________________________________________
 SS0863  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 SS0863  DYNAMIC HT  -        1042.808 (meters)    3421.28  (feet)  COMP
 SS0863  MODELED GRAV-     980,457.7   (mgal)                       NAVD 88
 SS0863
 SS0863  VERT ORDER  -  FIRST     CLASS II
 SS0863
 SS0863.The horizontal coordinates were scaled from a topographic map and have
 SS0863.an estimated accuracy of +/- 6 seconds.
 SS0863
 SS0863.The orthometric height was determined by differential leveling
 SS0863.and adjusted by the National Geodetic Survey in June 1991..
 SS0863
 SS0863.The geoid height was determined by GEOID03.
 SS0863
 SS0863.The dynamic height is computed by dividing the NAVD 88
 SS0863.geopotential number by the normal gravity value computed on the
 SS0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0863.degrees latitude (g = 980.6199 gals.).
 SS0863
 SS0863.The modeled gravity was interpolated from observed gravity values.
 SS0863
 SS0863;                    North         East    Units  Estimated Accuracy
 SS0863;SPC MT       -   327,260.      424,040.      MT  (+/- 180 meters Scaled)
 SS0863
 SS0863                          SUPERSEDED SURVEY CONTROL
 SS0863
 SS0863  NGVD 29 (??/??/92) 1041.993  (m)         3418.61   (f) ADJ UNCH    1 2
 SS0863
 SS0863.Superseded values are not recommended for survey control.
 SS0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0863.See file dsdata.txt to determine how the superseded data were derived.
 SS0863
 SS0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT376245(NAD 83)
 SS0863_MARKER: DB = BENCH MARK DISK
 SS0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0863_SP_SET: ABUTMENT
 SS0863_STAMPING: A 325 1962
 SS0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0863
 SS0863  HISTORY     - Date     Condition        Report By
 SS0863  HISTORY     - 1962     MONUMENTED       CGS
 SS0863
 SS0863                          STATION DESCRIPTION
 SS0863
 SS0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0863'9.7 MI SW FROM CASCADE.
 SS0863'9.7 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0863'AT CASCADE, 5 1/2 POLES SOUTHWEST OF MILEPOST 154, OPPOSITE RAILROAD
 SS0863'BRIDGE 154.1, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 SS0863'CONCRETE ABUTMENT OF U.S. HIGHWAY 91 BRIDGE OVER A CREEK, 13 FEET
 SS0863'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 SS0863'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0075 ***********************************************************************
 RV0075  DESIGNATION -  A 326
 RV0075  PID         -  RV0075
 RV0075  STATE/COUNTY-  MT/YELLOWSTONE
 RV0075  USGS QUAD   -  BROADVIEW WEST (1980)
 RV0075
 RV0075                         *CURRENT SURVEY CONTROL
 RV0075  ___________________________________________________________________
 RV0075* NAD 83(1986)-  46 06 51.     (N)    108 53 01.     (W)     SCALED    
 RV0075* NAVD 88     -      1174.463  (meters)    3853.22   (feet)  ADJUSTED  
 RV0075  ___________________________________________________________________
 RV0075  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 RV0075  DYNAMIC HT  -        1174.227 (meters)    3852.44  (feet)  COMP
 RV0075  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 RV0075
 RV0075  VERT ORDER  -  FIRST     CLASS II
 RV0075
 RV0075.The horizontal coordinates were scaled from a topographic map and have
 RV0075.an estimated accuracy of +/- 6 seconds.
 RV0075
 RV0075.The orthometric height was determined by differential leveling
 RV0075.and adjusted by the National Geodetic Survey in June 1991..
 RV0075
 RV0075.The geoid height was determined by GEOID03.
 RV0075
 RV0075.The dynamic height is computed by dividing the NAVD 88
 RV0075.geopotential number by the normal gravity value computed on the
 RV0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0075.degrees latitude (g = 980.6199 gals.).
 RV0075
 RV0075.The modeled gravity was interpolated from observed gravity values.
 RV0075
 RV0075;                    North         East    Units  Estimated Accuracy
 RV0075;SPC MT       -   207,350.      647,630.      MT  (+/- 180 meters Scaled)
 RV0075
 RV0075                          SUPERSEDED SURVEY CONTROL
 RV0075
 RV0075  NGVD 29 (??/??/92) 1173.617  (m)         3850.44   (f) ADJ UNCH    1 2
 RV0075
 RV0075.Superseded values are not recommended for survey control.
 RV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0075.See file dsdata.txt to determine how the superseded data were derived.
 RV0075
 RV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS635089(NAD 83)
 RV0075_MARKER: DB = BENCH MARK DISK
 RV0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0075_STAMPING: A 326 1962
 RV0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0075+STABILITY: SURFACE MOTION
 RV0075
 RV0075  HISTORY     - Date     Condition        Report By
 RV0075  HISTORY     - 1962     MONUMENTED       CGS
 RV0075
 RV0075                          STATION DESCRIPTION
 RV0075
 RV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0075'1.2 MI N FROM BROADVIEW.
 RV0075'1.2 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RV0075'BROADVIEW, 0.3 MILE SOUTH-SOUTHEAST OF MILEPOST 38, 40 FEET
 RV0075'NORTH-NORTHEAST OF THE CENTER OF A ROAD CROSSING, 13 FEET EAST-NORTH
 RV0075'EAST OF THE NEAR RAIL, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RV0075'2.0 FEET SOUTH OF A FENCE, 1.7 FEET WEST OF A WITNESS POST, ABOUT 1
 RV0075'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RV0075'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0216 ***********************************************************************
 RV0216  DESIGNATION -  A 327
 RV0216  PID         -  RV0216
 RV0216  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0216  USGS QUAD   -  RYEGATE EAST (1986)
 RV0216
 RV0216                         *CURRENT SURVEY CONTROL
 RV0216  ___________________________________________________________________
 RV0216* NAD 83(1986)-  46 21 00.     (N)    109 12 51.     (W)     SCALED    
 RV0216* NAVD 88     -      1124.576  (meters)    3689.55   (feet)  ADJUSTED  
 RV0216  ___________________________________________________________________
 RV0216  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 RV0216  DYNAMIC HT  -        1124.392 (meters)    3688.94  (feet)  COMP
 RV0216  MODELED GRAV-     980,411.2   (mgal)                       NAVD 88
 RV0216
 RV0216  VERT ORDER  -  FIRST     CLASS II
 RV0216
 RV0216.The horizontal coordinates were scaled from a topographic map and have
 RV0216.an estimated accuracy of +/- 6 seconds.
 RV0216
 RV0216.The orthometric height was determined by differential leveling
 RV0216.and adjusted by the National Geodetic Survey in June 1991..
 RV0216
 RV0216.The geoid height was determined by GEOID03.
 RV0216
 RV0216.The dynamic height is computed by dividing the NAVD 88
 RV0216.geopotential number by the normal gravity value computed on the
 RV0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0216.degrees latitude (g = 980.6199 gals.).
 RV0216
 RV0216.The modeled gravity was interpolated from observed gravity values.
 RV0216
 RV0216;                    North         East    Units  Estimated Accuracy
 RV0216;SPC MT       -   233,400.      621,990.      MT  (+/- 180 meters Scaled)
 RV0216
 RV0216                          SUPERSEDED SURVEY CONTROL
 RV0216
 RV0216  NGVD 29 (??/??/92) 1123.729  (m)         3686.77   (f) ADJ UNCH    1 2
 RV0216
 RV0216.Superseded values are not recommended for survey control.
 RV0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0216.See file dsdata.txt to determine how the superseded data were derived.
 RV0216
 RV0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS374344(NAD 83)
 RV0216_MARKER: DB = BENCH MARK DISK
 RV0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0216_SP_SET: ABUTMENT
 RV0216_STAMPING: A 327 1962
 RV0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0216
 RV0216  HISTORY     - Date     Condition        Report By
 RV0216  HISTORY     - 1962     MONUMENTED       CGS
 RV0216
 RV0216                          STATION DESCRIPTION
 RV0216
 RV0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0216'3.1 MI SE FROM FRANKLIN.
 RV0216'3.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0216'CROSSING AT FRANKLIN, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 RV0216'ABUTMENT OF BRIDGE 66.1, 5.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2
 RV0216'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0766 ***********************************************************************
 SS0766  DESIGNATION -  A 328
 SS0766  PID         -  SS0766
 SS0766  STATE/COUNTY-  MT/CASCADE
 SS0766  USGS QUAD   -  TRULY (1965)
 SS0766
 SS0766                         *CURRENT SURVEY CONTROL
 SS0766  ___________________________________________________________________
 SS0766* NAD 83(1986)-  47 15 43.     (N)    111 25 30.     (W)     SCALED    
 SS0766* NAVD 88     -      1047.935  (meters)    3438.10   (feet)  ADJUSTED  
 SS0766  ___________________________________________________________________
 SS0766  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 SS0766  DYNAMIC HT  -        1047.828 (meters)    3437.75  (feet)  COMP
 SS0766  MODELED GRAV-     980,475.2   (mgal)                       NAVD 88
 SS0766
 SS0766  VERT ORDER  -  SECOND    CLASS 0
 SS0766
 SS0766.The horizontal coordinates were scaled from a topographic map and have
 SS0766.an estimated accuracy of +/- 6 seconds.
 SS0766
 SS0766.The orthometric height was determined by differential leveling
 SS0766.and adjusted by the National Geodetic Survey in June 1991..
 SS0766
 SS0766.The geoid height was determined by GEOID03.
 SS0766
 SS0766.The dynamic height is computed by dividing the NAVD 88
 SS0766.geopotential number by the normal gravity value computed on the
 SS0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0766.degrees latitude (g = 980.6199 gals.).
 SS0766
 SS0766.The modeled gravity was interpolated from observed gravity values.
 SS0766
 SS0766;                    North         East    Units  Estimated Accuracy
 SS0766;SPC MT       -   336,470.      454,410.      MT  (+/- 180 meters Scaled)
 SS0766
 SS0766                          SUPERSEDED SURVEY CONTROL
 SS0766
 SS0766  NGVD 29 (??/??/92) 1047.007  (m)         3435.06   (f) ADJ UNCH    2 0
 SS0766
 SS0766.Superseded values are not recommended for survey control.
 SS0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0766.See file dsdata.txt to determine how the superseded data were derived.
 SS0766
 SS0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT678343(NAD 83)
 SS0766_MARKER: DB = BENCH MARK DISK
 SS0766_SETTING: 66 = SET IN ROCK OUTCROP
 SS0766_SP_SET: ROCK CLIFF
 SS0766_STAMPING: A 328 1962
 SS0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0766+STABILITY: POSITION/ELEVATION WELL
 SS0766
 SS0766  HISTORY     - Date     Condition        Report By
 SS0766  HISTORY     - 1962     MONUMENTED       CGS
 SS0766
 SS0766                          STATION DESCRIPTION
 SS0766
 SS0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0766'5.45 MI N FROM SPANISH COULEE SCHOOL.
 SS0766'5.45 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0766'ON THE NORTH-NORTHWEST BANK OF SMITH RIVER, SET VERTICALLY IN THE
 SS0766'SOUTH-SOUTHWEST FACE OF A LARGE ROCK CLIFF, 78 FEET EAST-NORTHEAST OF
 SS0766'THE CENTER LINE OF THE ROAD, 25 FEET NORTH-NORTHWEST OF THE NEAR BANK
 SS0766'OF THE RIVER, ABOUT LEVEL WITH THE ROAD, AND 2.5 FEET ABOVE THE
 SS0766'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0095 ***********************************************************************
 QX0095  DESIGNATION -  A 33
 QX0095  PID         -  QX0095
 QX0095  STATE/COUNTY-  MT/PARK
 QX0095  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0095
 QX0095                         *CURRENT SURVEY CONTROL
 QX0095  ___________________________________________________________________
 QX0095* NAD 83(1986)-  45 07 23.     (N)    110 48 12.     (W)     SCALED    
 QX0095* NAVD 88     -      1562.849  (meters)    5127.45   (feet)  POSTED    
 QX0095  ___________________________________________________________________
 QX0095  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 QX0095  DYNAMIC HT  -        1562.140 (meters)    5125.12  (feet)  COMP
 QX0095  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 QX0095
 QX0095  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0095
 QX0095.The horizontal coordinates were scaled from a topographic map and have
 QX0095.an estimated accuracy of +/- 6 seconds.
 QX0095
 QX0095.The orthometric height was determined by differential leveling
 QX0095.and adjusted by the National Geodetic Survey in 1992..
 QX0095.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0095.rate of 0.0 thru 1.0 mm/km.
 QX0095
 QX0095.The geoid height was determined by GEOID03.
 QX0095
 QX0095.The dynamic height is computed by dividing the NAVD 88
 QX0095.geopotential number by the normal gravity value computed on the
 QX0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0095.degrees latitude (g = 980.6199 gals.).
 QX0095
 QX0095.The modeled gravity was interpolated from observed gravity values.
 QX0095
 QX0095;                    North         East    Units  Estimated Accuracy
 QX0095;SPC MT       -    97,890.      497,470.      MT  (+/- 180 meters Scaled)
 QX0095
 QX0095                          SUPERSEDED SURVEY CONTROL
 QX0095
 QX0095  NGVD 29 (??/??/92) 1561.605  (m)         5123.37   (f) ADJ UNCH    1 2
 QX0095
 QX0095.Superseded values are not recommended for survey control.
 QX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0095.See file dsdata.txt to determine how the superseded data were derived.
 QX0095
 QX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ154966(NAD 83)
 QX0095_MARKER: DB = BENCH MARK DISK
 QX0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0095_SP_SET: CULVERT
 QX0095_STAMPING: A 33 1923 5123.546
 QX0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0095
 QX0095  HISTORY     - Date     Condition        Report By
 QX0095  HISTORY     - 1923     MONUMENTED       CGS
 QX0095  HISTORY     - 1960     GOOD             NGS
 QX0095
 QX0095                          STATION DESCRIPTION
 QX0095
 QX0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0095'8.3 MI NW FROM GARDINER.
 QX0095'ABOUT 8.3 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0095'RAILROAD FROM THE STATION AT GARDINER, IN SECTION 24, T 8 N, R 7 E,
 QX0095'0.4 MILE NORTHWEST OF MILEPOST 46, 11 1/2 FEET SOUTHWEST OF THE
 QX0095'SOUTHWEST RAIL, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 QX0095'CONCRETE HEADWALL OF A CULVERT, 0.35 MILE NORTHWEST OF A ROAD
 QX0095'CROSSING, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0006 ***********************************************************************
 RT0006  DESIGNATION -  A 34
 RT0006  PID         -  RT0006
 RT0006  STATE/COUNTY-  MT/WIBAUX
 RT0006  USGS QUAD   -  WIBAUX (1982)
 RT0006
 RT0006                         *CURRENT SURVEY CONTROL
 RT0006  ___________________________________________________________________
 RT0006* NAD 83(1986)-  46 59 17.     (N)    104 11 16.     (W)     SCALED    
 RT0006* NAVD 88     -       811.825  (meters)    2663.46   (feet)  ADJUSTED  
 RT0006  ___________________________________________________________________
 RT0006  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0006  DYNAMIC HT  -         811.821 (meters)    2663.45  (feet)  COMP
 RT0006  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 RT0006
 RT0006  VERT ORDER  -  FIRST     CLASS II
 RT0006
 RT0006.The horizontal coordinates were scaled from a topographic map and have
 RT0006.an estimated accuracy of +/- 6 seconds.
 RT0006
 RT0006.The orthometric height was determined by differential leveling
 RT0006.and adjusted by the National Geodetic Survey in June 1991..
 RT0006
 RT0006.The geoid height was determined by GEOID03.
 RT0006
 RT0006.The dynamic height is computed by dividing the NAVD 88
 RT0006.geopotential number by the normal gravity value computed on the
 RT0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0006.degrees latitude (g = 980.6199 gals.).
 RT0006
 RT0006.The modeled gravity was interpolated from observed gravity values.
 RT0006
 RT0006;                    North         East    Units  Estimated Accuracy
 RT0006;SPC MT       -   317,940.    1,003,560.      MT  (+/- 180 meters Scaled)
 RT0006
 RT0006                          SUPERSEDED SURVEY CONTROL
 RT0006
 RT0006  NGVD 29 (??/??/92)  811.202  (m)         2661.42   (f) ADJ UNCH    1 2
 RT0006
 RT0006.Superseded values are not recommended for survey control.
 RT0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0006.See file dsdata.txt to determine how the superseded data were derived.
 RT0006
 RT0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN617041(NAD 83)
 RT0006_MARKER: DB = BENCH MARK DISK
 RT0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0006_SP_SET: BRIDGE
 RT0006_STAMPING: 2661.419 A 34 1931
 RT0006_MARK LOGO: CGS   
 RT0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0006
 RT0006  HISTORY     - Date     Condition        Report By
 RT0006  HISTORY     - 1931     MONUMENTED       CGS
 RT0006  HISTORY     - 1934     GOOD             NGS
 RT0006  HISTORY     - 1982     GOOD             NGS
 RT0006
 RT0006                          STATION DESCRIPTION
 RT0006
 RT0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RT0006'IN WIBAUX.
 RT0006'AT WIBAUX, WIBAUX COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 75 YARDS
 RT0006'WEST OF THE TICKET OFFICE OF THE STATION, IN THE EAST END OF BRIDGE
 RT0006'184.1, AND 5 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 RT0006'2661.419 A 34 1931.
 RT0006
 RT0006                          STATION RECOVERY (1934)
 RT0006
 RT0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RT0006'RECOVERED IN GOOD CONDITION.
 RT0006
 RT0006                          STATION RECOVERY (1982)
 RT0006
 RT0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RT0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RT0006'IN WIBAUX, AT THE INTERSECTION OF MAIN STREET (STATE HIGHWAY 7) AND
 RT0006'THE BURLINGTON NORTHERN RAILROAD, IN THE NORTHEAST CORNER OF THE
 RT0006'RAILROAD BRIDGE OVER THE STREET, 56.7 METERS (186.0 FT) WEST-NORTHWEST
 RT0006'OF THE NORTHWEST CORNER OF THE RAILROAD STATION, 1.6 METERS (5.2 FT)
 RT0006'NORTH OF THE NEAR RAIL, 0.6 METER (2.0 FT) SOUTH OF THE NORTH EDGE OF
 RT0006'THE BRIDGE AND 0.5 METER (1.6 FT) WEST OF THE EAST END OF THE BRIDGE.
 RT0006'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0119 ***********************************************************************
 RU0119  DESIGNATION -  A 35
 RU0119  PID         -  RU0119
 RU0119  STATE/COUNTY-  MT/ROSEBUD
 RU0119  USGS QUAD   -  FORSYTH (1984)
 RU0119
 RU0119                         *CURRENT SURVEY CONTROL
 RU0119  ___________________________________________________________________
 RU0119* NAD 83(1986)-  46 16 05.     (N)    106 41 35.     (W)     SCALED    
 RU0119* NAVD 88     -       772.144  (meters)    2533.28   (feet)  ADJUSTED  
 RU0119  ___________________________________________________________________
 RU0119  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 RU0119  DYNAMIC HT  -         772.067 (meters)    2533.02  (feet)  COMP
 RU0119  MODELED GRAV-     980,488.6   (mgal)                       NAVD 88
 RU0119
 RU0119  VERT ORDER  -  FIRST     CLASS II
 RU0119
 RU0119.The horizontal coordinates were scaled from a topographic map and have
 RU0119.an estimated accuracy of +/- 6 seconds.
 RU0119
 RU0119.The orthometric height was determined by differential leveling
 RU0119.and adjusted by the National Geodetic Survey in June 1991..
 RU0119.WARNING-Repeat measurements at this control monument indicate possible
 RU0119.vertical movement.
 RU0119
 RU0119.The geoid height was determined by GEOID03.
 RU0119
 RU0119.The dynamic height is computed by dividing the NAVD 88
 RU0119.geopotential number by the normal gravity value computed on the
 RU0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0119.degrees latitude (g = 980.6199 gals.).
 RU0119
 RU0119.The modeled gravity was interpolated from observed gravity values.
 RU0119
 RU0119;                    North         East    Units  Estimated Accuracy
 RU0119;SPC MT       -   228,130.      816,220.      MT  (+/- 180 meters Scaled)
 RU0119
 RU0119                          SUPERSEDED SURVEY CONTROL
 RU0119
 RU0119  NGVD 29 (??/??/92)  771.520  (m)         2531.23   (f) ADJ UNCH    1 2
 RU0119
 RU0119.Superseded values are not recommended for survey control.
 RU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0119.See file dsdata.txt to determine how the superseded data were derived.
 RU0119
 RU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM695252(NAD 83)
 RU0119_MARKER: DB = BENCH MARK DISK
 RU0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0119_SP_SET: BRIDGE ABUTMENT
 RU0119_STAMPING: A 35 1931 2531.261
 RU0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0119
 RU0119  HISTORY     - Date     Condition        Report By
 RU0119  HISTORY     - 1931     MONUMENTED       CGS
 RU0119  HISTORY     - 1960     GOOD             NGS
 RU0119  HISTORY     - 1968     MARK NOT FOUND   USGS
 RU0119  HISTORY     - 1981     GOOD             NGS
 RU0119
 RU0119                          STATION DESCRIPTION
 RU0119
 RU0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0119'1.6 MI NE FROM FORSYTH.
 RU0119'ABOUT 0.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0119'STATION AT FORSYTH, THENCE 0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 12,
 RU0119'THENCE 0.2 MILE EAST ALONG A PAVED ROAD TO THE CHICAGO MILWALKEE, ST.
 RU0119'PAUL AND PACIFIC RAILROAD STATION, IN SECTION 14, R 40 E, T 6 N, SET
 RU0119'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF AN ABANDONED
 RU0119'BRIDGE OVER THE YELLOWSTONE RIVER, 32 FEET EAST OF THE EAST RAIL, 104
 RU0119'FEET EAST AND ACROSS THE TRACKS FROM THE CENTER LINE OF THE PAVED
 RU0119'ROAD, 78 FEET SOUTHEAST OF THE EAST CORNER OF THE STATION, 4 FEET
 RU0119'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, AND ABOUT 1 FOOT BELOW
 RU0119'THE TRACK.
 RU0119
 RU0119                          STATION RECOVERY (1968)
 RU0119
 RU0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RU0119'MARK NOT FOUND.
 RU0119
 RU0119                          STATION RECOVERY (1981)
 RU0119
 RU0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0522 ***********************************************************************
 SU0522  DESIGNATION -  A 351
 SU0522  PID         -  SU0522
 SU0522  STATE/COUNTY-  MT/MINERAL
 SU0522  USGS QUAD   -  SALTESE (1988)
 SU0522
 SU0522                         *CURRENT SURVEY CONTROL
 SU0522  ___________________________________________________________________
 SU0522* NAD 83(1986)-  47 25 08.     (N)    115 35 49.     (W)     SCALED    
 SU0522* NAVD 88     -      1106.460  (meters)    3630.11   (feet)  ADJUSTED  
 SU0522  ___________________________________________________________________
 SU0522  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 SU0522  DYNAMIC HT  -        1106.343 (meters)    3629.73  (feet)  COMP
 SU0522  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 SU0522
 SU0522  VERT ORDER  -  SECOND    CLASS 0
 SU0522
 SU0522.The horizontal coordinates were scaled from a topographic map and have
 SU0522.an estimated accuracy of +/- 6 seconds.
 SU0522
 SU0522.The orthometric height was determined by differential leveling
 SU0522.and adjusted by the National Geodetic Survey in June 1991..
 SU0522
 SU0522.The geoid height was determined by GEOID03.
 SU0522
 SU0522.The dynamic height is computed by dividing the NAVD 88
 SU0522.geopotential number by the normal gravity value computed on the
 SU0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0522.degrees latitude (g = 980.6199 gals.).
 SU0522
 SU0522.The modeled gravity was interpolated from observed gravity values.
 SU0522
 SU0522;                    North         East    Units  Estimated Accuracy
 SU0522;SPC MT       -   370,010.      140,660.      MT  (+/- 180 meters Scaled)
 SU0522
 SU0522                          SUPERSEDED SURVEY CONTROL
 SU0522
 SU0522  NGVD 29 (??/??/92) 1105.244  (m)         3626.12   (f) ADJ UNCH    2 0
 SU0522
 SU0522.Superseded values are not recommended for survey control.
 SU0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0522.See file dsdata.txt to determine how the superseded data were derived.
 SU0522
 SU0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN058526(NAD 83)
 SU0522_MARKER: DB = BENCH MARK DISK
 SU0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0522_STAMPING: A 351 1935
 SU0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0522+STABILITY: SURFACE MOTION
 SU0522
 SU0522  HISTORY     - Date     Condition        Report By
 SU0522  HISTORY     - 1935     MONUMENTED       CGS
 SU0522  HISTORY     - 1956     MARK NOT FOUND   USGS
 SU0522
 SU0522                          STATION DESCRIPTION
 SU0522
 SU0522'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SU0522'IN TAFT.
 SU0522'AT TAFT, MINERAL COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 115 FEET
 SU0522'NORTH OF THE STATION SIGN, 96 FEET NORTH OF THE CENTERLINE OF THE
 SU0522'TRACK, 39 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 10, 27.5 FEET
 SU0522'EAST OF THE SOUTHEAST CORNER OF THE TAFT HOTEL, 5.4 FEET SOUTH OF A
 SU0522'FENCE LINE, AND 2 FEET NORTH OF A TELEPHONE POLE.  A STANDARD DISK SET
 SU0522'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0434 ***********************************************************************
 SU0434  DESIGNATION -  A 352
 SU0434  PID         -  SU0434
 SU0434  STATE/COUNTY-  MT/MINERAL
 SU0434  USGS QUAD   -  SAINT REGIS (1988)
 SU0434
 SU0434                         *CURRENT SURVEY CONTROL
 SU0434  ___________________________________________________________________
 SU0434* NAD 83(1986)-  47 18 50.     (N)    115 07 20.     (W)     SCALED    
 SU0434* NAVD 88     -       841.373  (meters)    2760.40   (feet)  ADJUSTED  
 SU0434  ___________________________________________________________________
 SU0434  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 SU0434  DYNAMIC HT  -         841.305 (meters)    2760.18  (feet)  COMP
 SU0434  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 SU0434
 SU0434  VERT ORDER  -  SECOND    CLASS 0
 SU0434
 SU0434.The horizontal coordinates were scaled from a topographic map and have
 SU0434.an estimated accuracy of +/- 6 seconds.
 SU0434
 SU0434.The orthometric height was determined by differential leveling
 SU0434.and adjusted by the National Geodetic Survey in June 1991..
 SU0434
 SU0434.The geoid height was determined by GEOID03.
 SU0434
 SU0434.The dynamic height is computed by dividing the NAVD 88
 SU0434.geopotential number by the normal gravity value computed on the
 SU0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0434.degrees latitude (g = 980.6199 gals.).
 SU0434
 SU0434.The modeled gravity was interpolated from observed gravity values.
 SU0434
 SU0434;                    North         East    Units  Estimated Accuracy
 SU0434;SPC MT       -   355,690.      175,520.      MT  (+/- 180 meters Scaled)
 SU0434
 SU0434                          SUPERSEDED SURVEY CONTROL
 SU0434
 SU0434  NGVD 29 (??/??/92)  840.226  (m)         2756.64   (f) ADJ UNCH    2 0
 SU0434
 SU0434.Superseded values are not recommended for survey control.
 SU0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0434.See file dsdata.txt to determine how the superseded data were derived.
 SU0434
 SU0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN419417(NAD 83)
 SU0434_MARKER: DB = BENCH MARK DISK
 SU0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0434_STAMPING: A 352 1935
 SU0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0434+STABILITY: SURFACE MOTION
 SU0434
 SU0434  HISTORY     - Date     Condition        Report By
 SU0434  HISTORY     - 1935     MONUMENTED       CGS
 SU0434  HISTORY     - 1980     GOOD             NGS
 SU0434
 SU0434                          STATION DESCRIPTION
 SU0434
 SU0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0434'2.7 MI W FROM ST REGIS.
 SU0434'2.7 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0434'STATION AT ST. REGIS, MINERAL COUNTY, ON THE UPWARD (SOUTH) SLOPE OF A
 SU0434'HILL, 135 FEET SOUTHWEST OF AN OLD SHACK, 43.2 FEET SOUTH OF THE
 SU0434'CENTERLINE OF THE HIGHWAY, 15.3 FEET WEST OF THE STUMP OF A 30-INCH
 SU0434'TREE, AND 15 FEET SOUTH OF A TELEPHONE POLE.  A STANDARD DISK SET IN
 SU0434'THE TOP OF A CONCRETE POST.
 SU0434
 SU0434                          STATION RECOVERY (1980)
 SU0434
 SU0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0216 ***********************************************************************
 TJ0216  DESIGNATION -  A 354
 TJ0216  PID         -  TJ0216
 TJ0216  STATE/COUNTY-  MT/VALLEY
 TJ0216  USGS QUAD   -  WHEELER (1978)
 TJ0216
 TJ0216                         *CURRENT SURVEY CONTROL
 TJ0216  ___________________________________________________________________
 TJ0216* NAD 83(1986)-  48 02 48.     (N)    106 33 36.     (W)     SCALED    
 TJ0216* NAVD 88     -       673.766  (meters)    2210.51   (feet)  ADJUSTED  
 TJ0216  ___________________________________________________________________
 TJ0216  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TJ0216  DYNAMIC HT  -         673.829 (meters)    2210.72  (feet)  COMP
 TJ0216  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 TJ0216
 TJ0216  VERT ORDER  -  FIRST     CLASS II
 TJ0216
 TJ0216.The horizontal coordinates were scaled from a topographic map and have
 TJ0216.an estimated accuracy of +/- 6 seconds.
 TJ0216
 TJ0216.The orthometric height was determined by differential leveling
 TJ0216.and adjusted by the National Geodetic Survey in June 1991..
 TJ0216
 TJ0216.The geoid height was determined by GEOID03.
 TJ0216
 TJ0216.The dynamic height is computed by dividing the NAVD 88
 TJ0216.geopotential number by the normal gravity value computed on the
 TJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0216.degrees latitude (g = 980.6199 gals.).
 TJ0216
 TJ0216.The modeled gravity was interpolated from observed gravity values.
 TJ0216
 TJ0216;                    North         East    Units  Estimated Accuracy
 TJ0216;SPC MT       -   425,990.      819,050.      MT  (+/- 180 meters Scaled)
 TJ0216
 TJ0216                          SUPERSEDED SURVEY CONTROL
 TJ0216
 TJ0216  NGVD 29 (??/??/92)  673.146  (m)         2208.48   (f) ADJ UNCH    1 2
 TJ0216
 TJ0216.Superseded values are not recommended for survey control.
 TJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0216.See file dsdata.txt to determine how the superseded data were derived.
 TJ0216
 TJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP837226(NAD 83)
 TJ0216_MARKER: DB = BENCH MARK DISK
 TJ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0216_SP_SET: CONCRETE POST
 TJ0216_STAMPING: A 354 1948
 TJ0216_MARK LOGO: CGS   
 TJ0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 TJ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0216+STABILITY: SURFACE MOTION
 TJ0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0216+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1994
 TJ0216
 TJ0216  HISTORY     - Date     Condition        Report By
 TJ0216  HISTORY     - 1948     MONUMENTED       CGS
 TJ0216  HISTORY     - 19940626 GOOD             MTDOT
 TJ0216
 TJ0216                          STATION DESCRIPTION
 TJ0216
 TJ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0216'6.75 MI SNW FROM FORT PECK.
 TJ0216'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0216'PECK, THENCE 6.15 MILES NORTHWEST ALONG STATE HIGHWAY 22, 0.25 MILE
 TJ0216'SOUTHEAST OF A STOCK POND WHICH IS ON THE NORTHEAST SIDE OF THE
 TJ0216'HIGHWAY, 431.6 FEET SOUTHEAST OF THE SOUTHWEST END OF A 4 FOOT
 TJ0216'CORRUGATED IRON PIPE CULVERT, (THE MOST SOUTHEASTERLY ONE OF TWO
 TJ0216'CULVERTS), 38.4 FEET SOUTHWEST OF AND 2.5 FEET LOWER THAN THE CENTER
 TJ0216'LINE OF THE HIGHWAY, 4.2 FEET SOUTHEAST OF A WITNESS POST, 2.0 FEET
 TJ0216'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 TJ0216'0.5 FOOT ABOVE THE GROUND.
 TJ0216
 TJ0216                          STATION RECOVERY (1994)
 TJ0216
 TJ0216'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 TJ0216'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A
 TJ0216'NEW DESCRIPTION FOLLOWS.
 TJ0216'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF GLASGOW
 TJ0216'ALONG THE SOUTHWEST SIDE OF STATE HIGHWAY 24.
 TJ0216'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 24W, WHICH IS IN
 TJ0216'THE SOUTHEAST EDGE OF GLASGOW, GO SOUTHERLY ON STATE HIGHWAY 24 FOR
 TJ0216'8.25 MI (13.28 KM) TO MILEPOST 65.  CONTINUE SOUTHERLY ON THE HIGHWAY
 TJ0216'FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 TJ0216'THE STATION IS 37.5 FT (11.4 M) SOUTHWEST OF THE CENTER OF THE
 TJ0216'HIGHWAY, 21.7 FT (6.6 M) NORTHEAST OF A FENCE AND 21.2 NORTHEAST OF A
 TJ0216'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0005 ***********************************************************************
 SQ0005  DESIGNATION -  A 355
 SQ0005  PID         -  SQ0005
 SQ0005  STATE/COUNTY-  MT/MCCONE
 SQ0005  USGS QUAD   -  BOBCAT CREEK (1972)
 SQ0005
 SQ0005                         *CURRENT SURVEY CONTROL
 SQ0005  ___________________________________________________________________
 SQ0005* NAD 83(1986)-  47 58 34.     (N)    106 16 56.     (W)     SCALED    
 SQ0005* NAVD 88     -       775.325  (meters)    2543.71   (feet)  ADJUSTED  
 SQ0005  ___________________________________________________________________
 SQ0005  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 SQ0005  DYNAMIC HT  -         775.379 (meters)    2543.89  (feet)  COMP
 SQ0005  MODELED GRAV-     980,655.6   (mgal)                       NAVD 88
 SQ0005
 SQ0005  VERT ORDER  -  FIRST     CLASS II
 SQ0005
 SQ0005.The horizontal coordinates were scaled from a topographic map and have
 SQ0005.an estimated accuracy of +/- 6 seconds.
 SQ0005
 SQ0005.The orthometric height was determined by differential leveling
 SQ0005.and adjusted by the National Geodetic Survey in June 1991..
 SQ0005
 SQ0005.The geoid height was determined by GEOID03.
 SQ0005
 SQ0005.The dynamic height is computed by dividing the NAVD 88
 SQ0005.geopotential number by the normal gravity value computed on the
 SQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0005.degrees latitude (g = 980.6199 gals.).
 SQ0005
 SQ0005.The modeled gravity was interpolated from observed gravity values.
 SQ0005
 SQ0005;                    North         East    Units  Estimated Accuracy
 SQ0005;SPC MT       -   418,970.      840,060.      MT  (+/- 180 meters Scaled)
 SQ0005
 SQ0005                          SUPERSEDED SURVEY CONTROL
 SQ0005
 SQ0005  NGVD 29 (??/??/92)  774.693  (m)         2541.64   (f) ADJ UNCH    1 2
 SQ0005
 SQ0005.Superseded values are not recommended for survey control.
 SQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0005.See file dsdata.txt to determine how the superseded data were derived.
 SQ0005
 SQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP043144(NAD 83)
 SQ0005_MARKER: DB = BENCH MARK DISK
 SQ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0005_STAMPING: A 355 1948
 SQ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0005+STABILITY: SURFACE MOTION
 SQ0005
 SQ0005  HISTORY     - Date     Condition        Report By
 SQ0005  HISTORY     - 1948     MONUMENTED       CGS
 SQ0005
 SQ0005                          STATION DESCRIPTION
 SQ0005
 SQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0005'8.65 MI SE FROM FORT PECK.
 SQ0005'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0005'PECK DAM AT FORT PECK, THENCE 5.7 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0005'ROAD, 0.1 MILE NORTHWEST OF THE CREST OF A HIGH RIDGE, 178.0 FEET
 SQ0005'SOUTH OF A POINT WHERE THE ROAD CROSSES THE LOWEST PORTION OF A SMALL
 SQ0005'VALLEY, 48.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH
 SQ0005'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SQ0005'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0132 ***********************************************************************
 TJ0132  DESIGNATION -  A 356
 TJ0132  PID         -  TJ0132
 TJ0132  STATE/COUNTY-  MT/VALLEY
 TJ0132  USGS QUAD   -  FORT PECK (1972)
 TJ0132
 TJ0132                         *CURRENT SURVEY CONTROL
 TJ0132  ___________________________________________________________________
 TJ0132* NAD 83(1986)-  48 04 41.     (N)    106 23 30.     (W)     SCALED    
 TJ0132* NAVD 88     -       624.793  (meters)    2049.84   (feet)  ADJUSTED  
 TJ0132  ___________________________________________________________________
 TJ0132  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0132  DYNAMIC HT  -         624.858 (meters)    2050.05  (feet)  COMP
 TJ0132  MODELED GRAV-     980,695.1   (mgal)                       NAVD 88
 TJ0132
 TJ0132  VERT ORDER  -  FIRST     CLASS II
 TJ0132
 TJ0132.The horizontal coordinates were scaled from a topographic map and have
 TJ0132.an estimated accuracy of +/- 6 seconds.
 TJ0132
 TJ0132.The orthometric height was determined by differential leveling
 TJ0132.and adjusted by the National Geodetic Survey in June 1991..
 TJ0132
 TJ0132.The geoid height was determined by GEOID03.
 TJ0132
 TJ0132.The dynamic height is computed by dividing the NAVD 88
 TJ0132.geopotential number by the normal gravity value computed on the
 TJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0132.degrees latitude (g = 980.6199 gals.).
 TJ0132
 TJ0132.The modeled gravity was interpolated from observed gravity values.
 TJ0132
 TJ0132;                    North         East    Units  Estimated Accuracy
 TJ0132;SPC MT       -   429,960.      831,450.      MT  (+/- 180 meters Scaled)
 TJ0132
 TJ0132                          SUPERSEDED SURVEY CONTROL
 TJ0132
 TJ0132  NGVD 29 (??/??/92)  624.167  (m)         2047.79   (f) ADJ UNCH    1 2
 TJ0132
 TJ0132.Superseded values are not recommended for survey control.
 TJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0132.See file dsdata.txt to determine how the superseded data were derived.
 TJ0132
 TJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP963259(NAD 83)
 TJ0132_MARKER: DB = BENCH MARK DISK
 TJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0132_STAMPING: A 356 1948
 TJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0132+STABILITY: SURFACE MOTION
 TJ0132
 TJ0132  HISTORY     - Date     Condition        Report By
 TJ0132  HISTORY     - 1948     MONUMENTED       CGS
 TJ0132  HISTORY     - 1972     GOOD             USGS
 TJ0132
 TJ0132                          STATION DESCRIPTION
 TJ0132
 TJ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0132'5.5 MI NE FROM FORT PECK.
 TJ0132'5.5 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TJ0132'FILTRATION PLANT AT FORT PECK, AT A PRIVATE ROAD CROSSING, 45.6 FEET
 TJ0132'SOUTH OF THE SOUTH RAIL OF THE TRACK, 32.0 FEET WEST OF THE CENTERLINE
 TJ0132'OF THE ROAD, 2.3 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE
 TJ0132'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 TJ0132'THE GROUND.
 TJ0132
 TJ0132                          STATION RECOVERY (1972)
 TJ0132
 TJ0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0056 ***********************************************************************
 TJ0056  DESIGNATION -  A 357
 TJ0056  PID         -  TJ0056
 TJ0056  STATE/COUNTY-  MT/VALLEY
 TJ0056  USGS QUAD   -  LINDEKE COULEE (1972)
 TJ0056
 TJ0056                         *CURRENT SURVEY CONTROL
 TJ0056  ___________________________________________________________________
 TJ0056* NAD 83(1986)-  48 08 13.     (N)    106 23 48.     (W)     SCALED    
 TJ0056* NAVD 88     -       634.092  (meters)    2080.35   (feet)  ADJUSTED  
 TJ0056  ___________________________________________________________________
 TJ0056  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TJ0056  DYNAMIC HT  -         634.162 (meters)    2080.58  (feet)  COMP
 TJ0056  MODELED GRAV-     980,700.5   (mgal)                       NAVD 88
 TJ0056
 TJ0056  VERT ORDER  -  FIRST     CLASS II
 TJ0056
 TJ0056.The horizontal coordinates were scaled from a topographic map and have
 TJ0056.an estimated accuracy of +/- 6 seconds.
 TJ0056
 TJ0056.The orthometric height was determined by differential leveling
 TJ0056.and adjusted by the National Geodetic Survey in June 1991..
 TJ0056.WARNING-Repeat measurements at this control monument indicate possible
 TJ0056.vertical movement.
 TJ0056
 TJ0056.The geoid height was determined by GEOID03.
 TJ0056
 TJ0056.The dynamic height is computed by dividing the NAVD 88
 TJ0056.geopotential number by the normal gravity value computed on the
 TJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0056.degrees latitude (g = 980.6199 gals.).
 TJ0056
 TJ0056.The modeled gravity was interpolated from observed gravity values.
 TJ0056
 TJ0056;                    North         East    Units  Estimated Accuracy
 TJ0056;SPC MT       -   436,490.      830,820.      MT  (+/- 180 meters Scaled)
 TJ0056
 TJ0056                          SUPERSEDED SURVEY CONTROL
 TJ0056
 TJ0056  NGVD 29 (??/??/92)  633.493  (m)         2078.39   (f) ADJ UNCH    1 2
 TJ0056
 TJ0056.Superseded values are not recommended for survey control.
 TJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0056.See file dsdata.txt to determine how the superseded data were derived.
 TJ0056
 TJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP960324(NAD 83)
 TJ0056_MARKER: DB = BENCH MARK DISK
 TJ0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0056_SP_SET: BRIDGE
 TJ0056_STAMPING: A 357 1948
 TJ0056_MARK LOGO: CGS   
 TJ0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0056
 TJ0056  HISTORY     - Date     Condition        Report By
 TJ0056  HISTORY     - 1948     MONUMENTED       CGS
 TJ0056  HISTORY     - 1972     GOOD             USGS
 TJ0056  HISTORY     - 1980     GOOD             NGS
 TJ0056
 TJ0056                          STATION DESCRIPTION
 TJ0056
 TJ0056'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 TJ0056'1.9 MI W FROM NASHUA.
 TJ0056'1.9 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0056'NASHUA.  AT ABANDON RAILROAD CONCRETE BRIDGE, ABOUT 250 FT. S.E. OF
 TJ0056'MILE POST 265, AT THE FIRST CONCRETE WEST OF A SMALL MOUND AT OLD EAST
 TJ0056'END OF ABANDON BRIDGE, IN TOP OF THE SOUTH END OF COLUMN, A STANDARD
 TJ0056'DISK STAMPED A 357 1948.
 TJ0056
 TJ0056                          STATION RECOVERY (1980)
 TJ0056
 TJ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0056'2.0 KM (1.8 MI) WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TJ0056'THE STATE HIGHWAY 117 CROSSING IN NASHUA, ONE TELEPHONE POLE
 TJ0056'SOUTHEAST OF MILE MARKER 265, IN TOP AND 0.3 METER (1.0 FT)
 TJ0056'NORTHEAST OF THE SOUTHWEST END OF THE FIRST PIER WEST OF THE EAST
 TJ0056'END OF AN ABANDONED RAILROAD BRIDGE, 49.7 METERS (162.9 FT) SOUTHWEST
 TJ0056'OF THE NEAR RAIL, 42.9 METERS (140.8 FT) SOUTHWEST OF THE CENTER
 TJ0056'OF THE SOUTHWEST END OF TWO 4-FOOT DRAINAGE PIPES, AND 24.2 METERS
 TJ0056'(79.5 FT) SOUTHWEST OF A FENCE.
 TJ0056'THE MARK IS 2.7 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0114 ***********************************************************************
 TJ0114  DESIGNATION -  A 358
 TJ0114  PID         -  TJ0114
 TJ0114  STATE/COUNTY-  MT/VALLEY
 TJ0114  USGS QUAD   -  FRAZER (1972)
 TJ0114
 TJ0114                         *CURRENT SURVEY CONTROL
 TJ0114  ___________________________________________________________________
 TJ0114* NAD 83(1986)-  48 03 10.     (N)    106 03 35.     (W)     SCALED    
 TJ0114* NAVD 88     -       626.907  (meters)    2056.78   (feet)  ADJUSTED  
 TJ0114  ___________________________________________________________________
 TJ0114  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TJ0114  DYNAMIC HT  -         626.976 (meters)    2057.00  (feet)  COMP
 TJ0114  MODELED GRAV-     980,701.3   (mgal)                       NAVD 88
 TJ0114
 TJ0114  VERT ORDER  -  FIRST     CLASS II
 TJ0114
 TJ0114.The horizontal coordinates were scaled from a topographic map and have
 TJ0114.an estimated accuracy of +/- 6 seconds.
 TJ0114
 TJ0114.The orthometric height was determined by differential leveling
 TJ0114.and adjusted by the National Geodetic Survey in June 1991..
 TJ0114
 TJ0114.The geoid height was determined by GEOID03.
 TJ0114
 TJ0114.The dynamic height is computed by dividing the NAVD 88
 TJ0114.geopotential number by the normal gravity value computed on the
 TJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0114.degrees latitude (g = 980.6199 gals.).
 TJ0114
 TJ0114.The modeled gravity was interpolated from observed gravity values.
 TJ0114
 TJ0114;                    North         East    Units  Estimated Accuracy
 TJ0114;SPC MT       -   428,190.      856,270.      MT  (+/- 180 meters Scaled)
 TJ0114
 TJ0114                          SUPERSEDED SURVEY CONTROL
 TJ0114
 TJ0114  NGVD 29 (??/??/92)  626.310  (m)         2054.82   (f) ADJ UNCH    1 2
 TJ0114
 TJ0114.Superseded values are not recommended for survey control.
 TJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0114.See file dsdata.txt to determine how the superseded data were derived.
 TJ0114
 TJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP210227(NAD 83)
 TJ0114_MARKER: DB = BENCH MARK DISK
 TJ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0114_STAMPING: A 358 1948
 TJ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0114+STABILITY: SURFACE MOTION
 TJ0114
 TJ0114  HISTORY     - Date     Condition        Report By
 TJ0114  HISTORY     - 1948     MONUMENTED       CGS
 TJ0114
 TJ0114                          STATION DESCRIPTION
 TJ0114
 TJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0114'1.05 MI SW FROM FRAZER.
 TJ0114'1.05 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 TJ0114'FRAZER, 163.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD (MEASURED
 TJ0114'FROM THE CENTER OF A CURVE), 13.0 FEET WEST OF THE CENTER LINE OF A
 TJ0114'TRAIL LEADING NORTH, 1.9 FEET NORTH OF A REFERENCE POST, 0.7 FOOT EAST
 TJ0114'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 TJ0114'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0213 ***********************************************************************
 SQ0213  DESIGNATION -  A 359
 SQ0213  PID         -  SQ0213
 SQ0213  STATE/COUNTY-  MT/VALLEY
 SQ0213  USGS QUAD   -  BROWN PASS (1985)
 SQ0213
 SQ0213                         *CURRENT SURVEY CONTROL
 SQ0213  ___________________________________________________________________
 SQ0213* NAD 83(1986)-  47 52 04.     (N)    107 00 01.     (W)     SCALED    
 SQ0213* NAVD 88     -       720.186  (meters)    2362.81   (feet)  ADJUSTED  
 SQ0213  ___________________________________________________________________
 SQ0213  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 SQ0213  DYNAMIC HT  -         720.237 (meters)    2362.98  (feet)  COMP
 SQ0213  MODELED GRAV-     980,659.1   (mgal)                       NAVD 88
 SQ0213
 SQ0213  VERT ORDER  -  SECOND    CLASS 0
 SQ0213
 SQ0213.The horizontal coordinates were scaled from a topographic map and have
 SQ0213.an estimated accuracy of +/- 6 seconds.
 SQ0213
 SQ0213.The orthometric height was determined by differential leveling
 SQ0213.and adjusted by the National Geodetic Survey in June 1991..
 SQ0213
 SQ0213.The geoid height was determined by GEOID03.
 SQ0213
 SQ0213.The dynamic height is computed by dividing the NAVD 88
 SQ0213.geopotential number by the normal gravity value computed on the
 SQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0213.degrees latitude (g = 980.6199 gals.).
 SQ0213
 SQ0213.The modeled gravity was interpolated from observed gravity values.
 SQ0213
 SQ0213;                    North         East    Units  Estimated Accuracy
 SQ0213;SPC MT       -   404,980.      786,890.      MT  (+/- 180 meters Scaled)
 SQ0213
 SQ0213                          SUPERSEDED SURVEY CONTROL
 SQ0213
 SQ0213  NGVD 29 (??/??/92)  719.526  (m)         2360.64   (f) ADJ UNCH    2 0
 SQ0213
 SQ0213.Superseded values are not recommended for survey control.
 SQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0213.See file dsdata.txt to determine how the superseded data were derived.
 SQ0213
 SQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP504035(NAD 83)
 SQ0213_MARKER: DB = BENCH MARK DISK
 SQ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0213_STAMPING: A 359 1948
 SQ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0213+STABILITY: SURFACE MOTION
 SQ0213
 SQ0213  HISTORY     - Date     Condition        Report By
 SQ0213  HISTORY     - 1948     MONUMENTED       CGS
 SQ0213
 SQ0213                          STATION DESCRIPTION
 SQ0213
 SQ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0213'37.2 MI S FROM GLASGOW.
 SQ0213'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0213'RAILWAY FROM THE STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A
 SQ0213'GRADED DIRT ROAD, THENCE 24.7 MILES SOUTHWEST ALONG A GRADED DIRT
 SQ0213'ROAD.  155 YARDS (PACED) NORTHEAST OF AN 18-FOOT WOODEN BRIDGE, 357.5
 SQ0213'FEET SOUTHWEST OF THE SOUTHEAST END OF A 24-INCH CORRUGATED IRON
 SQ0213'CULVERT, 36.0 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE
 SQ0213'ROAD, 1.8 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 SQ0213'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0214 ***********************************************************************
 RU0214  DESIGNATION -  A 36
 RU0214  PID         -  RU0214
 RU0214  STATE/COUNTY-  MT/ROSEBUD
 RU0214  USGS QUAD   -  MC GINNIS BUTTE SW (1965)
 RU0214
 RU0214                         *CURRENT SURVEY CONTROL
 RU0214  ___________________________________________________________________
 RU0214* NAD 83(1986)-  46 45 09.     (N)    107 22 34.     (W)     SCALED    
 RU0214* NAVD 88     -       885.338  (meters)    2904.65   (feet)  ADJUSTED  
 RU0214  ___________________________________________________________________
 RU0214  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 RU0214  DYNAMIC HT  -         885.276 (meters)    2904.44  (feet)  COMP
 RU0214  MODELED GRAV-     980,513.6   (mgal)                       NAVD 88
 RU0214
 RU0214  VERT ORDER  -  FIRST     CLASS II
 RU0214
 RU0214.The horizontal coordinates were scaled from a topographic map and have
 RU0214.an estimated accuracy of +/- 6 seconds.
 RU0214
 RU0214.The orthometric height was determined by differential leveling
 RU0214.and adjusted by the National Geodetic Survey in June 1991..
 RU0214
 RU0214.The geoid height was determined by GEOID03.
 RU0214
 RU0214.The dynamic height is computed by dividing the NAVD 88
 RU0214.geopotential number by the normal gravity value computed on the
 RU0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0214.degrees latitude (g = 980.6199 gals.).
 RU0214
 RU0214.The modeled gravity was interpolated from observed gravity values.
 RU0214
 RU0214;                    North         East    Units  Estimated Accuracy
 RU0214;SPC MT       -   280,280.      762,160.      MT  (+/- 180 meters Scaled)
 RU0214
 RU0214                          SUPERSEDED SURVEY CONTROL
 RU0214
 RU0214  NGVD 29 (??/??/92)  884.657  (m)         2902.41   (f) ADJ UNCH    1 2
 RU0214
 RU0214.Superseded values are not recommended for survey control.
 RU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0214.See file dsdata.txt to determine how the superseded data were derived.
 RU0214
 RU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM185804(NAD 83)
 RU0214_MARKER: DB = BENCH MARK DISK
 RU0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0214_STAMPING: 2902.412 A 36 1931
 RU0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0214+STABILITY: SURFACE MOTION
 RU0214
 RU0214  HISTORY     - Date     Condition        Report By
 RU0214  HISTORY     - 1931     MONUMENTED       CGS
 RU0214
 RU0214                          STATION DESCRIPTION
 RU0214
 RU0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0214'11.7 MI N FROM INGOMAR.
 RU0214'ABOUT 11.7 MILES NORTH ALONG THE INGOMAR-EDWARDS ROAD FROM THE
 RU0214'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT INGOMAR,
 RU0214'ROSEBUD COUNTY, ABOUT 0.2 MILE SOUTH OF A WOODEN BRIDGE, ABOUT 500
 RU0214'FEET NORTH OF THE ROAD PASS BETWEEN TWO RIDGES ON THE NORTH SIDE OF A
 RU0214'DRY RIVER VALLEY ABOUT 1 MILE WIDE, ON GENTLY SLOPING GROUND, AND
 RU0214'ABOUT 95 FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 RU0214'STAMPED 2902.412 A 36 1931 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 RU0214'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0316 ***********************************************************************
 TH0316  DESIGNATION -  A 360
 TH0316  PID         -  TH0316
 TH0316  STATE/COUNTY-  MT/VALLEY
 TH0316  USGS QUAD   -  TODD LAKES (1983)
 TH0316
 TH0316                         *CURRENT SURVEY CONTROL
 TH0316  ___________________________________________________________________
 TH0316* NAD 83(1986)-  48 20 10.     (N)    105 59 55.     (W)     SCALED    
 TH0316* NAVD 88     -       850.756  (meters)    2791.19   (feet)  ADJUSTED  
 TH0316  ___________________________________________________________________
 TH0316  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TH0316  DYNAMIC HT  -         850.835 (meters)    2791.45  (feet)  COMP
 TH0316  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 TH0316
 TH0316  VERT ORDER  -  SECOND    CLASS 0
 TH0316
 TH0316.The horizontal coordinates were scaled from a topographic map and have
 TH0316.an estimated accuracy of +/- 6 seconds.
 TH0316
 TH0316.The orthometric height was determined by differential leveling
 TH0316.and adjusted by the National Geodetic Survey in June 1991..
 TH0316
 TH0316.The geoid height was determined by GEOID03.
 TH0316
 TH0316.The dynamic height is computed by dividing the NAVD 88
 TH0316.geopotential number by the normal gravity value computed on the
 TH0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0316.degrees latitude (g = 980.6199 gals.).
 TH0316
 TH0316.The modeled gravity was interpolated from observed gravity values.
 TH0316
 TH0316;                    North         East    Units  Estimated Accuracy
 TH0316;SPC MT       -   459,850.      859,420.      MT  (+/- 180 meters Scaled)
 TH0316
 TH0316                          SUPERSEDED SURVEY CONTROL
 TH0316
 TH0316  NGVD 29 (??/??/92)  850.113  (m)         2789.08   (f) ADJ UNCH    2 0
 TH0316
 TH0316.Superseded values are not recommended for survey control.
 TH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0316.See file dsdata.txt to determine how the superseded data were derived.
 TH0316
 TH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP259541(NAD 83)
 TH0316_MARKER: DB = BENCH MARK DISK
 TH0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0316_STAMPING: A 360 1948
 TH0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0316+STABILITY: SURFACE MOTION
 TH0316
 TH0316  HISTORY     - Date     Condition        Report By
 TH0316  HISTORY     - 1948     MONUMENTED       CGS
 TH0316
 TH0316                          STATION DESCRIPTION
 TH0316
 TH0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0316'21.3 MI NE FROM FRAZER.
 TH0316'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0316'STATION AT FRAZER, THENCE 19.1 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0316'1.0 MILE NORTH OF TODD LAKE SCHOOL, AT A ROAD INTERSECTION, 64.8 FEET
 TH0316'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 32.0 FEET NORTH OF THE
 TH0316'CENTER LINE OF AN EAST-WEST ROAD, 24.0 FEET WEST OF A FENCE CORNER,
 TH0316'1.3 FEET EAST OF A REFERENCE POST, 1.2 FEET SOUTH OF A FENCE, AND SET
 TH0316'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0292 ***********************************************************************
 TH0292  DESIGNATION -  A 361
 TH0292  PID         -  TH0292
 TH0292  STATE/COUNTY-  MT/ROOSEVELT
 TH0292  USGS QUAD   -  VOLT (1983)
 TH0292
 TH0292                         *CURRENT SURVEY CONTROL
 TH0292  ___________________________________________________________________
 TH0292* NAD 83(1986)-  48 26 58.     (N)    105 38 41.     (W)     SCALED    
 TH0292* NAVD 88     -       874.681  (meters)    2869.68   (feet)  ADJUSTED  
 TH0292  ___________________________________________________________________
 TH0292  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TH0292  DYNAMIC HT  -         874.785 (meters)    2870.02  (feet)  COMP
 TH0292  MODELED GRAV-     980,698.8   (mgal)                       NAVD 88
 TH0292
 TH0292  VERT ORDER  -  SECOND    CLASS 0
 TH0292
 TH0292.The horizontal coordinates were scaled from a topographic map and have
 TH0292.an estimated accuracy of +/- 6 seconds.
 TH0292
 TH0292.The orthometric height was determined by differential leveling
 TH0292.and adjusted by the National Geodetic Survey in June 1991..
 TH0292
 TH0292.The geoid height was determined by GEOID03.
 TH0292
 TH0292.The dynamic height is computed by dividing the NAVD 88
 TH0292.geopotential number by the normal gravity value computed on the
 TH0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0292.degrees latitude (g = 980.6199 gals.).
 TH0292
 TH0292.The modeled gravity was interpolated from observed gravity values.
 TH0292
 TH0292;                    North         East    Units  Estimated Accuracy
 TH0292;SPC MT       -   473,670.      885,000.      MT  (+/- 180 meters Scaled)
 TH0292
 TH0292                          SUPERSEDED SURVEY CONTROL
 TH0292
 TH0292  NGVD 29 (??/??/92)  874.065  (m)         2867.66   (f) ADJ UNCH    2 0
 TH0292
 TH0292.Superseded values are not recommended for survey control.
 TH0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0292.See file dsdata.txt to determine how the superseded data were derived.
 TH0292
 TH0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP523664(NAD 83)
 TH0292_MARKER: DB = BENCH MARK DISK
 TH0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0292_STAMPING: A 361 1948
 TH0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0292+STABILITY: SURFACE MOTION
 TH0292
 TH0292  HISTORY     - Date     Condition        Report By
 TH0292  HISTORY     - 1948     MONUMENTED       CGS
 TH0292
 TH0292                          STATION DESCRIPTION
 TH0292
 TH0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0292'24.8 MI NW FROM WOLF POINT.
 TH0292'0.2 MILE WEST ALONG AN ASPHALT STREET FROM THE GREAT NORTHERN RAILWAY
 TH0292'STATION AT WOLF POINT, THENCE 24.6 MILES NORTH ALONG A GRADED DIRT
 TH0292'ROAD, AT THE SOUTHWEST CORNER OF SECTION 8, R. 47 E., T. 31 N., AT A
 TH0292'ROAD INTERSECTION, 64.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 TH0292'ROAD, 39.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 5.0
 TH0292'FEET NORTH OF THE NORTH END OF A WIRE GATE AT A FIELD ENTRANCE, 2.0
 TH0292'FEET SOUTH OF A REFERENCE POST, 1.5 FEET EAST OF A FENCE, AND SET IN
 TH0292'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0281 ***********************************************************************
 SQ0281  DESIGNATION -  A 362
 SQ0281  PID         -  SQ0281
 SQ0281  STATE/COUNTY-  MT/VALLEY
 SQ0281  USGS QUAD   -  SMITH COULEE (1973)
 SQ0281
 SQ0281                         *CURRENT SURVEY CONTROL
 SQ0281  ___________________________________________________________________
 SQ0281* NAD 83(1986)-  47 47 57.     (N)    107 15 52.     (W)     SCALED    
 SQ0281* NAVD 88     -       921.222  (meters)    3022.38   (feet)  ADJUSTED  
 SQ0281  ___________________________________________________________________
 SQ0281  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 SQ0281  DYNAMIC HT  -         921.250 (meters)    3022.47  (feet)  COMP
 SQ0281  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 SQ0281
 SQ0281  VERT ORDER  -  SECOND    CLASS 0
 SQ0281
 SQ0281.The horizontal coordinates were scaled from a topographic map and have
 SQ0281.an estimated accuracy of +/- 6 seconds.
 SQ0281
 SQ0281.The orthometric height was determined by differential leveling
 SQ0281.and adjusted by the National Geodetic Survey in June 1991..
 SQ0281
 SQ0281.The geoid height was determined by GEOID03.
 SQ0281
 SQ0281.The dynamic height is computed by dividing the NAVD 88
 SQ0281.geopotential number by the normal gravity value computed on the
 SQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0281.degrees latitude (g = 980.6199 gals.).
 SQ0281
 SQ0281.The modeled gravity was interpolated from observed gravity values.
 SQ0281
 SQ0281;                    North         East    Units  Estimated Accuracy
 SQ0281;SPC MT       -   396,770.      767,370.      MT  (+/- 180 meters Scaled)
 SQ0281
 SQ0281                          SUPERSEDED SURVEY CONTROL
 SQ0281
 SQ0281  NGVD 29 (??/??/92)  920.510  (m)         3020.04   (f) ADJ UNCH    2 0
 SQ0281
 SQ0281.Superseded values are not recommended for survey control.
 SQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0281.See file dsdata.txt to determine how the superseded data were derived.
 SQ0281
 SQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN304964(NAD 83)
 SQ0281_MARKER: DB = BENCH MARK DISK
 SQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0281_STAMPING: A 362 1948
 SQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0281+STABILITY: SURFACE MOTION
 SQ0281
 SQ0281  HISTORY     - Date     Condition        Report By
 SQ0281  HISTORY     - 1948     MONUMENTED       CGS
 SQ0281  HISTORY     - 1973     GOOD             USGS
 SQ0281
 SQ0281                          STATION DESCRIPTION
 SQ0281
 SQ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0281'53.8 MI S FROM SACO.
 SQ0281'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0281'RAILWAY STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0281'THENCE 7.8 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL, THENCE 3.65
 SQ0281'MILES EAST ALONG A TRAIL, THENCE 5.45 MILES SOUTHEAST ALONG A DIM
 SQ0281'TRAIL, 0.75 MILE NORTHWEST OF AN ABANDONED SCHOOLHOUSE, 56.0 FEET
 SQ0281'NORTHEAST OF THE CENTER LINE OF THE TRAIL, 22.0 FEET SOUTHEAST OF A T
 SQ0281'FENCE CORNER, 3.0 FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A
 SQ0281'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SQ0281'FOOT ABOVE THE GROUND.  NOTE -- 9.4 MI. SE ALONG STATE HWY. 24 FROM
 SQ0281'THE BURLINGTON NORTHERN RAILWAY STATION IN GLASGOW, THENCE 3.1 MI. S
 SQ0281'ALONG GRADED RD., THENCE 37.9 MI. SW ALONG RD. TO BURKES RANCH, THENCE
 SQ0281'2.2 MI. N ALONG TRACK RD., ABOUT 0.1 MI. SE OF A Y-RD., 22 FT. SE OF A
 SQ0281'T-FENCE AND 3 FT. SW OF A FENCE.
 SQ0281
 SQ0281                          STATION RECOVERY (1973)
 SQ0281
 SQ0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0192 ***********************************************************************
 SQ0192  DESIGNATION -  A 363
 SQ0192  PID         -  SQ0192
 SQ0192  STATE/COUNTY-  MT/VALLEY
 SQ0192  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0192
 SQ0192                         *CURRENT SURVEY CONTROL
 SQ0192  ___________________________________________________________________
 SQ0192* NAD 83(1986)-  47 51 49.     (N)    106 49 16.     (W)     SCALED    
 SQ0192* NAVD 88     -       804.872  (meters)    2640.65   (feet)  ADJUSTED  
 SQ0192  ___________________________________________________________________
 SQ0192  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 SQ0192  DYNAMIC HT  -         804.935 (meters)    2640.86  (feet)  COMP
 SQ0192  MODELED GRAV-     980,661.7   (mgal)                       NAVD 88
 SQ0192
 SQ0192  VERT ORDER  -  SECOND    CLASS 0
 SQ0192
 SQ0192.The horizontal coordinates were scaled from a topographic map and have
 SQ0192.an estimated accuracy of +/- 6 seconds.
 SQ0192
 SQ0192.The orthometric height was determined by differential leveling
 SQ0192.and adjusted by the National Geodetic Survey in June 1991..
 SQ0192
 SQ0192.The geoid height was determined by GEOID03.
 SQ0192
 SQ0192.The dynamic height is computed by dividing the NAVD 88
 SQ0192.geopotential number by the normal gravity value computed on the
 SQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0192.degrees latitude (g = 980.6199 gals.).
 SQ0192
 SQ0192.The modeled gravity was interpolated from observed gravity values.
 SQ0192
 SQ0192;                    North         East    Units  Estimated Accuracy
 SQ0192;SPC MT       -   404,960.      800,300.      MT  (+/- 180 meters Scaled)
 SQ0192
 SQ0192                          SUPERSEDED SURVEY CONTROL
 SQ0192
 SQ0192  NGVD 29 (??/??/92)  804.226  (m)         2638.53   (f) ADJ UNCH    2 0
 SQ0192
 SQ0192.Superseded values are not recommended for survey control.
 SQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0192.See file dsdata.txt to determine how the superseded data were derived.
 SQ0192
 SQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP637027(NAD 83)
 SQ0192_MARKER: DB = BENCH MARK DISK
 SQ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0192_STAMPING: A 363 1948
 SQ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0192+STABILITY: SURFACE MOTION
 SQ0192
 SQ0192  HISTORY     - Date     Condition        Report By
 SQ0192  HISTORY     - 1948     MONUMENTED       CGS
 SQ0192
 SQ0192                          STATION DESCRIPTION
 SQ0192
 SQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0192'33.7 MI S FROM GLASGOW.
 SQ0192'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0192'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0192'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 3.8
 SQ0192'MILES SOUTHEAST ALONG A TRAIL, 0.2 MILE SOUTHEAST OF A WIRE GATE IN A
 SQ0192'NORTH-SOUTH FENCE, ON THE SOUTH SLOPE OF A HILL, 56.0 FEET SOUTH OF
 SQ0192'AND 4.0 FEET LOWER THAN THE CENTER LINE OF THE TRAIL, 1.5 FEET WEST OF
 SQ0192'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SQ0192'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0268 ***********************************************************************
 SQ0268  DESIGNATION -  A 364
 SQ0268  PID         -  SQ0268
 SQ0268  STATE/COUNTY-  MT/VALLEY
 SQ0268  USGS QUAD   -  WAGON COULEE (1971)
 SQ0268
 SQ0268                         *CURRENT SURVEY CONTROL
 SQ0268  ___________________________________________________________________
 SQ0268* NAD 83(1986)-  47 43 36.     (N)    107 13 54.     (W)     SCALED    
 SQ0268* NAVD 88     -       897.037  (meters)    2943.03   (feet)  ADJUSTED  
 SQ0268  ___________________________________________________________________
 SQ0268  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SQ0268  DYNAMIC HT  -         897.068 (meters)    2943.13  (feet)  COMP
 SQ0268  MODELED GRAV-     980,615.3   (mgal)                       NAVD 88
 SQ0268
 SQ0268  VERT ORDER  -  SECOND    CLASS 0
 SQ0268
 SQ0268.The horizontal coordinates were scaled from a topographic map and have
 SQ0268.an estimated accuracy of +/- 6 seconds.
 SQ0268
 SQ0268.The orthometric height was determined by differential leveling
 SQ0268.and adjusted by the National Geodetic Survey in June 1991..
 SQ0268
 SQ0268.The geoid height was determined by GEOID03.
 SQ0268
 SQ0268.The dynamic height is computed by dividing the NAVD 88
 SQ0268.geopotential number by the normal gravity value computed on the
 SQ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0268.degrees latitude (g = 980.6199 gals.).
 SQ0268
 SQ0268.The modeled gravity was interpolated from observed gravity values.
 SQ0268
 SQ0268;                    North         East    Units  Estimated Accuracy
 SQ0268;SPC MT       -   388,780.      770,050.      MT  (+/- 180 meters Scaled)
 SQ0268
 SQ0268                          SUPERSEDED SURVEY CONTROL
 SQ0268
 SQ0268  NGVD 29 (??/??/92)  896.337  (m)         2940.73   (f) ADJ UNCH    2 0
 SQ0268
 SQ0268.Superseded values are not recommended for survey control.
 SQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0268.See file dsdata.txt to determine how the superseded data were derived.
 SQ0268
 SQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN326883(NAD 83)
 SQ0268_MARKER: DB = BENCH MARK DISK
 SQ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0268_STAMPING: A 364 1948
 SQ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0268+STABILITY: SURFACE MOTION
 SQ0268
 SQ0268  HISTORY     - Date     Condition        Report By
 SQ0268  HISTORY     - 1948     MONUMENTED       CGS
 SQ0268
 SQ0268                          STATION DESCRIPTION
 SQ0268
 SQ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0268'57.4 MI S FROM GLASGOW.
 SQ0268'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0268'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0268'ROAD, THENCE 41.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.4
 SQ0268'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTHEAST ALONG
 SQ0268'A TRAIL.  0.1 MILE NORTHWEST OF A POINT WHERE THE TRAIL CROSSES OVER
 SQ0268'THE CREST OF A HILL, 40.0 FEET NORTHEAST OF AND 2.0 FEET HIGHER THAN
 SQ0268'THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A REFERENCE POST
 SQ0268'AND SET IN THE TOO OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SQ0268'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0253 ***********************************************************************
 TJ0253  DESIGNATION -  A 365
 TJ0253  PID         -  TJ0253
 TJ0253  STATE/COUNTY-  MT/VALLEY
 TJ0253  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0253
 TJ0253                         *CURRENT SURVEY CONTROL
 TJ0253  ___________________________________________________________________
 TJ0253* NAD 83(1986)-  48 55 04.     (N)    106 47 39.     (W)     SCALED    
 TJ0253* NAVD 88     -       783.595  (meters)    2570.84   (feet)  ADJUSTED  
 TJ0253  ___________________________________________________________________
 TJ0253  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 TJ0253  DYNAMIC HT  -         783.708 (meters)    2571.22  (feet)  COMP
 TJ0253  MODELED GRAV-     980,728.8   (mgal)                       NAVD 88
 TJ0253
 TJ0253  VERT ORDER  -  SECOND    CLASS 0
 TJ0253
 TJ0253.The horizontal coordinates were scaled from a topographic map and have
 TJ0253.an estimated accuracy of +/- 6 seconds.
 TJ0253
 TJ0253.The orthometric height was determined by differential leveling
 TJ0253.and adjusted by the National Geodetic Survey in June 1991..
 TJ0253
 TJ0253.The geoid height was determined by GEOID03.
 TJ0253
 TJ0253.The dynamic height is computed by dividing the NAVD 88
 TJ0253.geopotential number by the normal gravity value computed on the
 TJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0253.degrees latitude (g = 980.6199 gals.).
 TJ0253
 TJ0253.The modeled gravity was interpolated from observed gravity values.
 TJ0253
 TJ0253;                    North         East    Units  Estimated Accuracy
 TJ0253;SPC MT       -   522,150.      798,270.      MT  (+/- 180 meters Scaled)
 TJ0253
 TJ0253                          SUPERSEDED SURVEY CONTROL
 TJ0253
 TJ0253  NGVD 29 (??/??/92)  782.909  (m)         2568.59   (f) ADJ UNCH    2 0
 TJ0253
 TJ0253.Superseded values are not recommended for survey control.
 TJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0253.See file dsdata.txt to determine how the superseded data were derived.
 TJ0253
 TJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ685198(NAD 83)
 TJ0253_MARKER: DB = BENCH MARK DISK
 TJ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0253_STAMPING: A 365 1948
 TJ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0253+STABILITY: SURFACE MOTION
 TJ0253
 TJ0253  HISTORY     - Date     Condition        Report By
 TJ0253  HISTORY     - 1948     MONUMENTED       CGS
 TJ0253  HISTORY     - 1976     GOOD             USGS
 TJ0253
 TJ0253                          STATION DESCRIPTION
 TJ0253
 TJ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0253'18.85 MI WNW FROM OPHEIM.
 TJ0253'3.2 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TJ0253'STATION AT OPHEIM, THENCE 8.3 MILES NORTHWEST ALONG A GRADED DIRT
 TJ0253'ROAD, THENCE 8.4 MILES WEST ALONG A GRADED DIRT ROAD, 0.45 MILE WEST
 TJ0253'OF A JUNCTION WITH A ROAD LEADING NORTH, 215.4 FEET EAST OF THE NORTH
 TJ0253'END OF A 24-INCH CORRUGATED IRON CULVERT, 37.0 FEET NORTH OF AND 4.0
 TJ0253'FEET LOWER THAN THE CENTER LINE OF THE ROAD, 1.2 FEET WEST OF A
 TJ0253'REFERENCE POST, 1.1 FEET SOUTH OF A FENCE AND SET IN THE TOP OF A
 TJ0253'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0253
 TJ0253                          STATION RECOVERY (1976)
 TJ0253
 TJ0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0253'FROM THE POST OFFICE IN OPHEIM GO 0.1 MI. SOUTH, THENCE WEST ON PAVED
 TJ0253'THEN GRAVELED COUNTY ROAD TOWARDS THOENY FOR 18.7 MI. TO A COUNTY
 TJ0253'ROAD NORTH AT A BEND SOUTH OF THE MAIN ROAD, THENCE NORTH 0.25 MI. TO
 TJ0253'A CATTLE GUARD, THENCE WEST THRU A WIRE GATE ON OLD CO. ROAD 0.5 MI.
 TJ0253'TO BM ON RIGHT 34 FT. NORTH OF THE ROAD, 214 EAST OF A CULVERT AND 4
 TJ0253'FT. LOWER THAN THE ROAD, 1.1 FT. SOUTH OF A FENCE. A STANDARD CAP SET
 TJ0253'IN A CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0125 ***********************************************************************
 TL0125  DESIGNATION -  A 367
 TL0125  PID         -  TL0125
 TL0125  STATE/COUNTY-  MT/CHOUTEAU
 TL0125  USGS QUAD   -  DISCOVERY BUTTE (1969)
 TL0125
 TL0125                         *CURRENT SURVEY CONTROL
 TL0125  ___________________________________________________________________
 TL0125* NAD 83(1986)-  48 12 15.     (N)    110 30 16.     (W)     SCALED    
 TL0125* NAVD 88     -       889.000  (meters)    2916.66   (feet)  ADJUSTED  
 TL0125  ___________________________________________________________________
 TL0125  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TL0125  DYNAMIC HT  -         889.046 (meters)    2916.81  (feet)  COMP
 TL0125  MODELED GRAV-     980,632.8   (mgal)                       NAVD 88
 TL0125
 TL0125  VERT ORDER  -  SECOND    CLASS 0
 TL0125
 TL0125.The horizontal coordinates were scaled from a topographic map and have
 TL0125.an estimated accuracy of +/- 6 seconds.
 TL0125
 TL0125.The orthometric height was determined by differential leveling
 TL0125.and adjusted by the National Geodetic Survey in June 1991..
 TL0125
 TL0125.The geoid height was determined by GEOID03.
 TL0125
 TL0125.The dynamic height is computed by dividing the NAVD 88
 TL0125.geopotential number by the normal gravity value computed on the
 TL0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0125.degrees latitude (g = 980.6199 gals.).
 TL0125
 TL0125.The modeled gravity was interpolated from observed gravity values.
 TL0125
 TL0125;                    North         East    Units  Estimated Accuracy
 TL0125;SPC MT       -   439,870.      525,370.      MT  (+/- 180 meters Scaled)
 TL0125
 TL0125                          SUPERSEDED SURVEY CONTROL
 TL0125
 TL0125  NGVD 29 (??/??/92)  888.128  (m)         2913.80   (f) ADJ UNCH    2 0
 TL0125
 TL0125.Superseded values are not recommended for survey control.
 TL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0125.See file dsdata.txt to determine how the superseded data were derived.
 TL0125
 TL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU368391(NAD 83)
 TL0125_MARKER: DB = BENCH MARK DISK
 TL0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0125_STAMPING: A 367 1948
 TL0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0125+STABILITY: SURFACE MOTION
 TL0125
 TL0125  HISTORY     - Date     Condition        Report By
 TL0125  HISTORY     - 1948     MONUMENTED       CGS
 TL0125
 TL0125                          STATION DESCRIPTION
 TL0125
 TL0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0125'20.2 MI NW FROM BIG SANDY.
 TL0125'0.3 MILE SOUTHWEST ALONG U. S. HIGHWAY 87 FROM THE NORTHERN MONTANA
 TL0125'STATE BANK AT BIG SANDY, THENCE 16.9 MILES WEST ALONG A GRADED DIRT
 TL0125'ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 TL0125'WEST ALONG A GRADED DIRT ROAD, AT A ROAD INTERSECTION, AT THE
 TL0125'NORTHWEST CORNER OF SECTION 7. T. 28 N., R. 10 E., 113.0 FEET SOUTH OF
 TL0125'THE CENTER LINE OF AN EAST-WEST ROAD, 78.0 FEET EAST OF THE CENTER
 TL0125'LINE OF A NORTH-SOUTH ROAD, 8.4 FEET WEST OF THE NORTHWEST CORNER OF
 TL0125'THE HAROLD R. MATTHEWS FARMHOUSE, AND SET IN THE TOP OF A CONCRETE
 TL0125'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0076 ***********************************************************************
 TL0076  DESIGNATION -  A 368
 TL0076  PID         -  TL0076
 TL0076  STATE/COUNTY-  MT/HILL
 TL0076  USGS QUAD   -  FOURTEENMILE COULEE SW (1969)
 TL0076
 TL0076                         *CURRENT SURVEY CONTROL
 TL0076  ___________________________________________________________________
 TL0076* NAD 83(1986)-  48 19 15.     (N)    110 23 20.     (W)     SCALED    
 TL0076* NAVD 88     -       885.014  (meters)    2903.58   (feet)  ADJUSTED  
 TL0076  ___________________________________________________________________
 TL0076  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TL0076  DYNAMIC HT  -         885.073 (meters)    2903.78  (feet)  COMP
 TL0076  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 TL0076
 TL0076  VERT ORDER  -  SECOND    CLASS 0
 TL0076
 TL0076.The horizontal coordinates were scaled from a topographic map and have
 TL0076.an estimated accuracy of +/- 6 seconds.
 TL0076
 TL0076.The orthometric height was determined by differential leveling
 TL0076.and adjusted by the National Geodetic Survey in June 1991..
 TL0076
 TL0076.The geoid height was determined by GEOID03.
 TL0076
 TL0076.The dynamic height is computed by dividing the NAVD 88
 TL0076.geopotential number by the normal gravity value computed on the
 TL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0076.degrees latitude (g = 980.6199 gals.).
 TL0076
 TL0076.The modeled gravity was interpolated from observed gravity values.
 TL0076
 TL0076;                    North         East    Units  Estimated Accuracy
 TL0076;SPC MT       -   452,730.      534,100.      MT  (+/- 180 meters Scaled)
 TL0076
 TL0076                          SUPERSEDED SURVEY CONTROL
 TL0076
 TL0076  NGVD 29 (??/??/92)  884.140  (m)         2900.72   (f) ADJ UNCH    2 0
 TL0076
 TL0076.Superseded values are not recommended for survey control.
 TL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0076.See file dsdata.txt to determine how the superseded data were derived.
 TL0076
 TL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU453521(NAD 83)
 TL0076_MARKER: DB = BENCH MARK DISK
 TL0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0076_STAMPING: A 368 1948
 TL0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0076+STABILITY: SURFACE MOTION
 TL0076
 TL0076  HISTORY     - Date     Condition        Report By
 TL0076  HISTORY     - 1948     MONUMENTED       CGS
 TL0076
 TL0076                          STATION DESCRIPTION
 TL0076
 TL0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0076'17.3 MI W FROM BOX ELDER.
 TL0076'13.3 MILES WEST ALONG A GRAVELED ROAD FROM THE BEAR PAW HOTEL AT BOX
 TL0076'ELDER, THENCE 4.0 MILES WEST ALONG A DIRT ROAD, AT A JUNCTION WITH A
 TL0076'TRAIL LEADING SOUTH, 98.0 FEET WEST OF THE CENTER LINE OF A TRAIL
 TL0076'LEADING SOUTH, 50.9 FEET SOUTHWEST OF A U. S. GENERAL LAND OFFICE
 TL0076'SECTION CORNER MARKER AT THE NORTHEAST CORNER OF SECTION 35, T. 30 N.,
 TL0076'R. 10 E., 49.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 2.0
 TL0076'FEET NORTH OF A REFERENCE POST, 1.2 FEET EAST OF A FENCE AND SET IN
 TL0076'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0147 ***********************************************************************
 TL0147  DESIGNATION -  A 369
 TL0147  PID         -  TL0147
 TL0147  STATE/COUNTY-  MT/LIBERTY
 TL0147  USGS QUAD   -  CIRCLE BRIDGE (1970)
 TL0147
 TL0147                         *CURRENT SURVEY CONTROL
 TL0147  ___________________________________________________________________
 TL0147* NAD 83(1986)-  48 19 15.     (N)    110 58 20.     (W)     SCALED    
 TL0147* NAVD 88     -       926.810  (meters)    3040.71   (feet)  ADJUSTED  
 TL0147  ___________________________________________________________________
 TL0147  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 TL0147  DYNAMIC HT  -         926.867 (meters)    3040.90  (feet)  COMP
 TL0147  MODELED GRAV-     980,640.0   (mgal)                       NAVD 88
 TL0147
 TL0147  VERT ORDER  -  SECOND    CLASS 0
 TL0147
 TL0147.The horizontal coordinates were scaled from a topographic map and have
 TL0147.an estimated accuracy of +/- 6 seconds.
 TL0147
 TL0147.The orthometric height was determined by differential leveling
 TL0147.and adjusted by the National Geodetic Survey in June 1991..
 TL0147
 TL0147.The geoid height was determined by GEOID03.
 TL0147
 TL0147.The dynamic height is computed by dividing the NAVD 88
 TL0147.geopotential number by the normal gravity value computed on the
 TL0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0147.degrees latitude (g = 980.6199 gals.).
 TL0147
 TL0147.The modeled gravity was interpolated from observed gravity values.
 TL0147
 TL0147;                    North         East    Units  Estimated Accuracy
 TL0147;SPC MT       -   453,380.      490,860.      MT  (+/- 180 meters Scaled)
 TL0147
 TL0147                          SUPERSEDED SURVEY CONTROL
 TL0147
 TL0147  NGVD 29 (??/??/92)  925.914  (m)         3037.77   (f) ADJ UNCH    2 0
 TL0147
 TL0147.Superseded values are not recommended for survey control.
 TL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0147.See file dsdata.txt to determine how the superseded data were derived.
 TL0147
 TL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU020519(NAD 83)
 TL0147_MARKER: DB = BENCH MARK DISK
 TL0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0147_STAMPING: A 369 1948
 TL0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0147+STABILITY: SURFACE MOTION
 TL0147
 TL0147  HISTORY     - Date     Condition        Report By
 TL0147  HISTORY     - 1948     MONUMENTED       CGS
 TL0147  HISTORY     - 1971     GOOD             NGS
 TL0147
 TL0147                          STATION DESCRIPTION
 TL0147
 TL0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 TL0147'13.2 MI S FROM CHESTER.
 TL0147'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 223
 TL0147'IN CHESTER BY GOING SOUTH ON STATE HIGHWAY 223 FOR 10.35 MILES TO THE
 TL0147'POINT WHERE THE HIGHWAY CURVES LEFT, CONTINUE STRAIGHT AHEAD ON GRAVEL
 TL0147'ROAD FOR 2.85 MILES TO A CROSSROAD AND THE MARK IN THE SOUTHEAST
 TL0147'ANGLE, 75 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 41 FEET
 TL0147'SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 39 FEET EAST OF A POWER
 TL0147'POLE, 15 FEET WEST OF THE CENTER OF A CISTERN, 6 FEET SOUTH OF THE
 TL0147'LINE OF POWER POLES AND 1 FOOT NORTH OF A METAL WITNESS POST. THE MARK
 TL0147'IS A STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0328 ***********************************************************************
 SQ0328  DESIGNATION -  A 37
 SQ0328  PID         -  SQ0328
 SQ0328  STATE/COUNTY-  MT/GARFIELD
 SQ0328  USGS QUAD   -  SMOKY BUTTE CREEK (1983)
 SQ0328
 SQ0328                         *CURRENT SURVEY CONTROL
 SQ0328  ___________________________________________________________________
 SQ0328* NAD 83(1986)-  47 17 09.     (N)    107 08 58.     (W)     SCALED    
 SQ0328* NAVD 88     -       841.013  (meters)    2759.22   (feet)  ADJUSTED  
 SQ0328  ___________________________________________________________________
 SQ0328  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 SQ0328  DYNAMIC HT  -         841.018 (meters)    2759.24  (feet)  COMP
 SQ0328  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 SQ0328
 SQ0328  VERT ORDER  -  FIRST     CLASS II
 SQ0328
 SQ0328.The horizontal coordinates were scaled from a topographic map and have
 SQ0328.an estimated accuracy of +/- 6 seconds.
 SQ0328
 SQ0328.The orthometric height was determined by differential leveling
 SQ0328.and adjusted by the National Geodetic Survey in June 1991..
 SQ0328
 SQ0328.The geoid height was determined by GEOID03.
 SQ0328
 SQ0328.The dynamic height is computed by dividing the NAVD 88
 SQ0328.geopotential number by the normal gravity value computed on the
 SQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0328.degrees latitude (g = 980.6199 gals.).
 SQ0328
 SQ0328.The modeled gravity was interpolated from observed gravity values.
 SQ0328
 SQ0328;                    North         East    Units  Estimated Accuracy
 SQ0328;SPC MT       -   340,000.      777,690.      MT  (+/- 180 meters Scaled)
 SQ0328
 SQ0328                          SUPERSEDED SURVEY CONTROL
 SQ0328
 SQ0328  NGVD 29 (??/??/92)  840.329  (m)         2756.98   (f) ADJ UNCH    1 2
 SQ0328
 SQ0328.Superseded values are not recommended for survey control.
 SQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0328.See file dsdata.txt to determine how the superseded data were derived.
 SQ0328
 SQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN374391(NAD 83)
 SQ0328_MARKER: DB = BENCH MARK DISK
 SQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0328_STAMPING: 2756.979 A 37 1931
 SQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0328+STABILITY: SURFACE MOTION
 SQ0328
 SQ0328  HISTORY     - Date     Condition        Report By
 SQ0328  HISTORY     - 1931     MONUMENTED       CGS
 SQ0328
 SQ0328                          STATION DESCRIPTION
 SQ0328
 SQ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0328'12.9 MI W FROM JORDAN.
 SQ0328'ABOUT 9.5 MI. E OF STEVES CORNERS, ON THE W SIDE OF THE EDWARDS-JORDAN
 SQ0328'DIRT ROAD, 1000 FT. N OF THE E TO N TURN IN THE MAIN ROAD WHERE IT
 SQ0328'JOINS THE SHORTCUT ROAD FROM EDWARDS.  THE MARK IS IN THE OPEN PRAIRIE
 SQ0328'ON THE S SLOPE OF A HILL AND ABOUT 500 FT. SW OF A BUTTE. THE B.M. IS
 SQ0328'83 FT. W OF THE C.L. OF THE ROAD, AND 107 FT. W OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0018 ***********************************************************************
 TL0018  DESIGNATION -  A 370
 TL0018  PID         -  TL0018
 TL0018  STATE/COUNTY-  MT/HILL
 TL0018  USGS QUAD   -  HINGHAM (1969)
 TL0018
 TL0018                         *CURRENT SURVEY CONTROL
 TL0018  ___________________________________________________________________
 TL0018* NAD 83(1986)-  48 33 20.     (N)    110 25 58.     (W)     SCALED    
 TL0018* NAVD 88     -       926.485  (meters)    3039.64   (feet)  ADJUSTED  
 TL0018  ___________________________________________________________________
 TL0018  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 TL0018  DYNAMIC HT  -         926.557 (meters)    3039.88  (feet)  COMP
 TL0018  MODELED GRAV-     980,657.3   (mgal)                       NAVD 88
 TL0018
 TL0018  VERT ORDER  -  FIRST     CLASS II
 TL0018
 TL0018.The horizontal coordinates were scaled from a topographic map and have
 TL0018.an estimated accuracy of +/- 6 seconds.
 TL0018
 TL0018.The orthometric height was determined by differential leveling
 TL0018.and adjusted by the National Geodetic Survey in June 1991..
 TL0018
 TL0018.The geoid height was determined by GEOID03.
 TL0018
 TL0018.The dynamic height is computed by dividing the NAVD 88
 TL0018.geopotential number by the normal gravity value computed on the
 TL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0018.degrees latitude (g = 980.6199 gals.).
 TL0018
 TL0018.The modeled gravity was interpolated from observed gravity values.
 TL0018
 TL0018;                    North         East    Units  Estimated Accuracy
 TL0018;SPC MT       -   478,860.      531,160.      MT  (+/- 180 meters Scaled)
 TL0018
 TL0018                          SUPERSEDED SURVEY CONTROL
 TL0018
 TL0018  NGVD 29 (??/??/92)  925.588  (m)         3036.70   (f) ADJ UNCH    1 2
 TL0018
 TL0018.Superseded values are not recommended for survey control.
 TL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0018.See file dsdata.txt to determine how the superseded data were derived.
 TL0018
 TL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU418782(NAD 83)
 TL0018_MARKER: DB = BENCH MARK DISK
 TL0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0018_STAMPING: A 370 1948
 TL0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0018+STABILITY: SURFACE MOTION
 TL0018
 TL0018  HISTORY     - Date     Condition        Report By
 TL0018  HISTORY     - 1948     MONUMENTED       CGS
 TL0018  HISTORY     - 1979     GOOD             NGS
 TL0018
 TL0018                          STATION DESCRIPTION
 TL0018
 TL0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0018'0.4 MI W FROM HINGHAM.
 TL0018'0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0018'HINGHAM, HILL COUNTY, AT THE TOP OF A RISE, 446 FEET SOUTH OF THE
 TL0018'SOUTH RAIL OF THE TRACK, 31 FEET WEST OF THE CENTER LINE OF A
 TL0018'NORTH-AND-SOUTH ROAD, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 TL0018'AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED A 370 1943 AND
 TL0018'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 TL0018
 TL0018                          STATION RECOVERY (1979)
 TL0018
 TL0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0018'ADD=258 FEET SOUTH-SOUTHWEST OF THE CENTER OF A T ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0089 ***********************************************************************
 TL0089  DESIGNATION -  A 371
 TL0089  PID         -  TL0089
 TL0089  STATE/COUNTY-  MT/HILL
 TL0089  USGS QUAD   -  FOURTEENMILE COULEE NW (1969)
 TL0089
 TL0089                         *CURRENT SURVEY CONTROL
 TL0089  ___________________________________________________________________
 TL0089* NAD 83(1986)-  48 27 05.     (N)    110 25 57.     (W)     SCALED    
 TL0089* NAVD 88     -       926.593  (meters)    3040.00   (feet)  ADJUSTED  
 TL0089  ___________________________________________________________________
 TL0089  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 TL0089  DYNAMIC HT  -         926.660 (meters)    3040.22  (feet)  COMP
 TL0089  MODELED GRAV-     980,652.1   (mgal)                       NAVD 88
 TL0089
 TL0089  VERT ORDER  -  SECOND    CLASS 0
 TL0089
 TL0089.The horizontal coordinates were scaled from a topographic map and have
 TL0089.an estimated accuracy of +/- 6 seconds.
 TL0089
 TL0089.The orthometric height was determined by differential leveling
 TL0089.and adjusted by the National Geodetic Survey in June 1991..
 TL0089
 TL0089.The geoid height was determined by GEOID03.
 TL0089
 TL0089.The dynamic height is computed by dividing the NAVD 88
 TL0089.geopotential number by the normal gravity value computed on the
 TL0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0089.degrees latitude (g = 980.6199 gals.).
 TL0089
 TL0089.The modeled gravity was interpolated from observed gravity values.
 TL0089
 TL0089;                    North         East    Units  Estimated Accuracy
 TL0089;SPC MT       -   467,280.      531,040.      MT  (+/- 180 meters Scaled)
 TL0089
 TL0089                          SUPERSEDED SURVEY CONTROL
 TL0089
 TL0089  NGVD 29 (??/??/92)  925.698  (m)         3037.06   (f) ADJ UNCH    2 0
 TL0089
 TL0089.Superseded values are not recommended for survey control.
 TL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0089.See file dsdata.txt to determine how the superseded data were derived.
 TL0089
 TL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU419666(NAD 83)
 TL0089_MARKER: DB = BENCH MARK DISK
 TL0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0089_STAMPING: A 371 1948
 TL0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0089+STABILITY: SURFACE MOTION
 TL0089
 TL0089  HISTORY     - Date     Condition        Report By
 TL0089  HISTORY     - 1948     MONUMENTED       CGS
 TL0089
 TL0089                          STATION DESCRIPTION
 TL0089
 TL0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0089'7.4 MI S FROM HINGHAM.
 TL0089'0.4 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE HIGH SCHOOL AT HINGHAM,
 TL0089'THENCE 7.0 MILES SOUTH ALONG A GRADED DIRT ROAD, AT A ROAD
 TL0089'INTERSECTION, AT THE NORTHWEST CORNER OF SECTION 15, T. 31 N., R. 10
 TL0089'E., 54.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 29.0 FEET
 TL0089'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 3.0 FEET SOUTHEAST OF A
 TL0089'FENCE CORNER, 1.2 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE
 TL0089'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0261 ***********************************************************************
 RY0261  DESIGNATION -  A 372
 RY0261  PID         -  RY0261
 RY0261  STATE/COUNTY-  MT/MISSOULA
 RY0261  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0261
 RY0261                         *CURRENT SURVEY CONTROL
 RY0261  ___________________________________________________________________
 RY0261* NAD 83(1986)-  46 43 04.     (N)    114 32 07.     (W)     SCALED    
 RY0261* NAVD 88     -      1276.735  (meters)    4188.75   (feet)  ADJUSTED  
 RY0261  ___________________________________________________________________
 RY0261  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 RY0261  DYNAMIC HT  -        1276.450 (meters)    4187.82  (feet)  COMP
 RY0261  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 RY0261
 RY0261  VERT ORDER  -  FIRST     CLASS II
 RY0261
 RY0261.The horizontal coordinates were scaled from a topographic map and have
 RY0261.an estimated accuracy of +/- 6 seconds.
 RY0261
 RY0261.The orthometric height was determined by differential leveling
 RY0261.and adjusted by the National Geodetic Survey in June 1991..
 RY0261
 RY0261.The geoid height was determined by GEOID03.
 RY0261
 RY0261.The dynamic height is computed by dividing the NAVD 88
 RY0261.geopotential number by the normal gravity value computed on the
 RY0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0261.degrees latitude (g = 980.6199 gals.).
 RY0261
 RY0261.The modeled gravity was interpolated from observed gravity values.
 RY0261
 RY0261;                    North         East    Units  Estimated Accuracy
 RY0261;SPC MT       -   286,590.      215,520.      MT  (+/- 180 meters Scaled)
 RY0261
 RY0261                          SUPERSEDED SURVEY CONTROL
 RY0261
 RY0261  NGVD 29 (??/??/92) 1275.566  (m)         4184.92   (f) ADJ UNCH    1 2
 RY0261
 RY0261.Superseded values are not recommended for survey control.
 RY0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0261.See file dsdata.txt to determine how the superseded data were derived.
 RY0261
 RY0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM883767(NAD 83)
 RY0261_MARKER: DB = BENCH MARK DISK
 RY0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0261_STAMPING: A 372 1950
 RY0261_MARK LOGO: CGS   
 RY0261_PROJECTION: PROJECTING 20 CENTIMETERS
 RY0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0261+STABILITY: SURFACE MOTION
 RY0261
 RY0261  HISTORY     - Date     Condition        Report By
 RY0261  HISTORY     - 1950     MONUMENTED       CGS
 RY0261  HISTORY     - 1964     GOOD             USGS
 RY0261  HISTORY     - 1980     GOOD             NGS
 RY0261
 RY0261                          STATION DESCRIPTION
 RY0261
 RY0261'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0261'0.6 MI S FROM LOLO HOT SPRINGS.
 RY0261'0.6 MI. S. ALONG LEWIS AND CLARK HWY. FROM GAS STATION AT LOLO HOT
 RY0261'SPRINGS, 0.25 MI. S. OF THE MUD CREEK GUARD STATION, 0.1 MI. N. OF A T
 RY0261'JUNCTION OF FISH CREEK ROAD SW, ON THE NW EDGE OF A LONG GRASSY
 RY0261'CLEARING, 72 FT. SW OF THE CENTER LINE OF THE HIGHWAY, 15.7 FT. SE OF
 RY0261'A TELEPHONE POLE, 2.1 FT. N OF A WITNESS POST, ABOUT 6 FT. HIGHER THAN
 RY0261'THE HIGHWAY, CONCRETE POST PROJECTS 0.6 FOOT.
 RY0261
 RY0261                          STATION RECOVERY (1980)
 RY0261
 RY0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0261'0.9 KILOMETER (0.55 MILE) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0261'OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.3 KILOMETER
 RY0261'(0.2 MILE) SOUTH OF HIGHWAY MILEPOST 7, AT THE APPROXIMATE CENTER
 RY0261'OF A LOW HIGHWAY CUT, SET IN THE NORTHWEST CORNER OF THE T JUNCTION
 RY0261'OF FISH CREEK ROAD LEADING SOUTHWEST, 21.2 METERS (69.7 FEET) WEST
 RY0261'OF THE CENTERLINE OF THE HIGHWAY, 75.3 METERS (247 FEET) NORTH OF
 RY0261'THE CENTERLINE OF FISH CREEK ROAD.
 RY0261'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 RY0261'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0114 ***********************************************************************
 SU0114  DESIGNATION -  A 374
 SU0114  PID         -  SU0114
 SU0114  STATE/COUNTY-  MT/SANDERS
 SU0114  USGS QUAD   -  SLOAN (1965)
 SU0114
 SU0114                         *CURRENT SURVEY CONTROL
 SU0114  ___________________________________________________________________
 SU0114* NAD 83(1986)-  47 23 17.     (N)    114 21 26.     (W)     SCALED    
 SU0114* NAVD 88     -       823.586  (meters)    2702.05   (feet)  ADJUSTED  
 SU0114  ___________________________________________________________________
 SU0114  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 SU0114  DYNAMIC HT  -         823.551 (meters)    2701.93  (feet)  COMP
 SU0114  MODELED GRAV-     980,543.0   (mgal)                       NAVD 88
 SU0114
 SU0114  VERT ORDER  -  SECOND    CLASS 0
 SU0114
 SU0114.The horizontal coordinates were scaled from a topographic map and have
 SU0114.an estimated accuracy of +/- 6 seconds.
 SU0114
 SU0114.The orthometric height was determined by differential leveling
 SU0114.and adjusted by the National Geodetic Survey in June 1991..
 SU0114
 SU0114.The geoid height was determined by GEOID03.
 SU0114
 SU0114.The dynamic height is computed by dividing the NAVD 88
 SU0114.geopotential number by the normal gravity value computed on the
 SU0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0114.degrees latitude (g = 980.6199 gals.).
 SU0114
 SU0114.The modeled gravity was interpolated from observed gravity values.
 SU0114
 SU0114;                    North         East    Units  Estimated Accuracy
 SU0114;SPC MT       -   360,050.      233,710.      MT  (+/- 180 meters Scaled)
 SU0114
 SU0114                          SUPERSEDED SURVEY CONTROL
 SU0114
 SU0114  NGVD 29 (??/??/92)  822.524  (m)         2698.56   (f) ADJ UNCH    2 0
 SU0114
 SU0114.Superseded values are not recommended for survey control.
 SU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0114.See file dsdata.txt to determine how the superseded data were derived.
 SU0114
 SU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN994516(NAD 83)
 SU0114_MARKER: DB = BENCH MARK DISK
 SU0114_SETTING: 80 = SET IN A BOULDER
 SU0114_SP_SET: BOULDER
 SU0114_STAMPING: A 374 1950
 SU0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0114+STABILITY: SURFACE MOTION
 SU0114
 SU0114  HISTORY     - Date     Condition        Report By
 SU0114  HISTORY     - 1950     MONUMENTED       CGS
 SU0114  HISTORY     - 1982     GOOD             BPA
 SU0114
 SU0114                          STATION DESCRIPTION
 SU0114
 SU0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0114'7.5 MI N FROM DIXON.
 SU0114'7.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON, 0.4
 SU0114'MILE SOUTH OF THE T JUNCTION OF A DIRT ROAD LEADING WEST TO A
 SU0114'FARMHOUSE, IN THE TOP OF A LARGE LONE BOULDER WHICH PROJECTS 3 1/2
 SU0114'FEET ABOVE GROUND, ABOUT 110 YARDS NORTH OF A POINT WHERE THE ROAD
 SU0114'CROSSES A SMALL RAVINE, 43.5 FEET EAST OF A WIRE FENCE, 35 FEET WEST
 SU0114'OF THE CENTER LINE OF THE ROAD, ABOUT 6 FEET HIGHER THAN THE ROAD, AND
 SU0114'MARKED BY THE WHITE PAINTED LETTERS BM.
 SU0114
 SU0114                          STATION RECOVERY (1982)
 SU0114
 SU0114'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982
 SU0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0037 ***********************************************************************
 SU0037  DESIGNATION -  A 375
 SU0037  PID         -  SU0037
 SU0037  STATE/COUNTY-  MT/SANDERS
 SU0037  USGS QUAD   -  ROUND BUTTE (1965)
 SU0037
 SU0037                         *CURRENT SURVEY CONTROL
 SU0037  ___________________________________________________________________
 SU0037* NAD 83(1986)-  47 33 27.     (N)    114 22 16.     (W)     SCALED    
 SU0037* NAVD 88     -       904.813  (meters)    2968.54   (feet)  ADJUSTED  
 SU0037  ___________________________________________________________________
 SU0037  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 SU0037  DYNAMIC HT  -         904.775 (meters)    2968.42  (feet)  COMP
 SU0037  MODELED GRAV-     980,540.3   (mgal)                       NAVD 88
 SU0037
 SU0037  VERT ORDER  -  SECOND    CLASS 0
 SU0037
 SU0037.The horizontal coordinates were scaled from a topographic map and have
 SU0037.an estimated accuracy of +/- 6 seconds.
 SU0037
 SU0037.The orthometric height was determined by differential leveling
 SU0037.and adjusted by the National Geodetic Survey in June 1991..
 SU0037
 SU0037.The geoid height was determined by GEOID03.
 SU0037
 SU0037.The dynamic height is computed by dividing the NAVD 88
 SU0037.geopotential number by the normal gravity value computed on the
 SU0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0037.degrees latitude (g = 980.6199 gals.).
 SU0037
 SU0037.The modeled gravity was interpolated from observed gravity values.
 SU0037
 SU0037;                    North         East    Units  Estimated Accuracy
 SU0037;SPC MT       -   378,910.      233,840.      MT  (+/- 180 meters Scaled)
 SU0037
 SU0037                          SUPERSEDED SURVEY CONTROL
 SU0037
 SU0037  NGVD 29 (??/??/92)  903.720  (m)         2964.95   (f) ADJ UNCH    2 0
 SU0037
 SU0037.Superseded values are not recommended for survey control.
 SU0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0037.See file dsdata.txt to determine how the superseded data were derived.
 SU0037
 SU0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN977704(NAD 83)
 SU0037_MARKER: DB = BENCH MARK DISK
 SU0037_SETTING: 80 = SET IN A BOULDER
 SU0037_SP_SET: BOULDER
 SU0037_STAMPING: A 375 1950
 SU0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0037+STABILITY: SURFACE MOTION
 SU0037
 SU0037  HISTORY     - Date     Condition        Report By
 SU0037  HISTORY     - 1950     MONUMENTED       CGS
 SU0037
 SU0037                          STATION DESCRIPTION
 SU0037
 SU0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0037'21.2 MI SW FROM POLSON.
 SU0037'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0037'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 12.5 MILES
 SU0037'SOUTHWEST ALONG A TRACK ROAD, 0.2 MILE SOUTH OF AN ABANDONED
 SU0037'RANCHHOUSE, 0.15 MILE SOUTH OF A WIRE GATE ACROSS THE ROAD, IN THE TOP
 SU0037'OF A 1-FOOT-HIGH BOULDER, 21 FEET WEST OF THE CENTER LINE OF THE ROAD,
 SU0037'ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 SU0037'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0061 ***********************************************************************
 SU0061  DESIGNATION -  A 376
 SU0061  PID         -  SU0061
 SU0061  STATE/COUNTY-  MT/LAKE
 SU0061  USGS QUAD   -  POLSON (1964)
 SU0061
 SU0061                         *CURRENT SURVEY CONTROL
 SU0061  ___________________________________________________________________
 SU0061* NAD 83(1986)-  47 41 30.     (N)    114 11 18.     (W)     SCALED    
 SU0061* NAVD 88     -       900.507  (meters)    2954.41   (feet)  ADJUSTED  
 SU0061  ___________________________________________________________________
 SU0061  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 SU0061  DYNAMIC HT  -         900.477 (meters)    2954.32  (feet)  COMP
 SU0061  MODELED GRAV-     980,549.6   (mgal)                       NAVD 88
 SU0061
 SU0061  VERT ORDER  -  SECOND    CLASS 0
 SU0061
 SU0061.The horizontal coordinates were scaled from a topographic map and have
 SU0061.an estimated accuracy of +/- 6 seconds.
 SU0061
 SU0061.The orthometric height was determined by differential leveling
 SU0061.and adjusted by the National Geodetic Survey in June 1991..
 SU0061
 SU0061.The geoid height was determined by GEOID03.
 SU0061
 SU0061.The dynamic height is computed by dividing the NAVD 88
 SU0061.geopotential number by the normal gravity value computed on the
 SU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0061.degrees latitude (g = 980.6199 gals.).
 SU0061
 SU0061.The modeled gravity was interpolated from observed gravity values.
 SU0061
 SU0061;                    North         East    Units  Estimated Accuracy
 SU0061;SPC MT       -   392,960.      248,450.      MT  (+/- 180 meters Scaled)
 SU0061
 SU0061                          SUPERSEDED SURVEY CONTROL
 SU0061
 SU0061  NGVD 29 (??/??/92)  899.409  (m)         2950.81   (f) ADJ UNCH    2 0
 SU0061
 SU0061.Superseded values are not recommended for survey control.
 SU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0061.See file dsdata.txt to determine how the superseded data were derived.
 SU0061
 SU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN109858(NAD 83)
 SU0061_MARKER: DB = BENCH MARK DISK
 SU0061_SETTING: 80 = SET IN A BOULDER
 SU0061_SP_SET: BOULDER
 SU0061_STAMPING: A 376 1950
 SU0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0061+STABILITY: SURFACE MOTION
 SU0061
 SU0061  HISTORY     - Date     Condition        Report By
 SU0061  HISTORY     - 1950     MONUMENTED       CGS
 SU0061  HISTORY     - 1964     GOOD             USGS
 SU0061
 SU0061                          STATION DESCRIPTION
 SU0061
 SU0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0061'1.6 MI W FROM POLSON.
 SU0061'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0061'THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT THE POLSON AIRPORT,
 SU0061'0.25 MILE SOUTHWEST OF AND ACROSS THE NORTH-SOUTH RUNWAY FROM THE
 SU0061'HANGAR, IN THE TOP OF A BOULDER, 349 FEET WEST OF THE CENTER LINE OF
 SU0061'THE RUNWAY, 68 FEET NORTH OF A FENCE CORNER, 57 FEET EAST OF THE
 SU0061'CENTER LINE OF THE ROAD, 13.3 FEET EAST OF A WIRE FENCE, ABOUT LEVEL
 SU0061'WITH THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 SU0061
 SU0061                          STATION RECOVERY (1964)
 SU0061
 SU0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0099 ***********************************************************************
 SU0099  DESIGNATION -  A 377
 SU0099  PID         -  SU0099
 SU0099  STATE/COUNTY-  MT/SANDERS
 SU0099  USGS QUAD   -  MELTON RANCH (1964)
 SU0099
 SU0099                         *CURRENT SURVEY CONTROL
 SU0099  ___________________________________________________________________
 SU0099* NAD 83(1986)-  47 28 46.     (N)    114 27 25.     (W)     SCALED    
 SU0099* NAVD 88     -       816.382  (meters)    2678.41   (feet)  ADJUSTED  
 SU0099  ___________________________________________________________________
 SU0099  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 SU0099  DYNAMIC HT  -         816.348 (meters)    2678.30  (feet)  COMP
 SU0099  MODELED GRAV-     980,544.8   (mgal)                       NAVD 88
 SU0099
 SU0099  VERT ORDER  -  SECOND    CLASS 0
 SU0099
 SU0099.The horizontal coordinates were scaled from a topographic map and have
 SU0099.an estimated accuracy of +/- 6 seconds.
 SU0099
 SU0099.The orthometric height was determined by differential leveling
 SU0099.and adjusted by the National Geodetic Survey in June 1991..
 SU0099
 SU0099.The geoid height was determined by GEOID03.
 SU0099
 SU0099.The dynamic height is computed by dividing the NAVD 88
 SU0099.geopotential number by the normal gravity value computed on the
 SU0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0099.degrees latitude (g = 980.6199 gals.).
 SU0099
 SU0099.The modeled gravity was interpolated from observed gravity values.
 SU0099
 SU0099;                    North         East    Units  Estimated Accuracy
 SU0099;SPC MT       -   370,660.      226,840.      MT  (+/- 180 meters Scaled)
 SU0099
 SU0099                          SUPERSEDED SURVEY CONTROL
 SU0099
 SU0099  NGVD 29 (??/??/92)  815.292  (m)         2674.84   (f) ADJ UNCH    2 0
 SU0099
 SU0099.Superseded values are not recommended for survey control.
 SU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0099.See file dsdata.txt to determine how the superseded data were derived.
 SU0099
 SU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN915615(NAD 83)
 SU0099_MARKER: DB = BENCH MARK DISK
 SU0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0099_STAMPING: A 377 1950
 SU0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0099+STABILITY: SURFACE MOTION
 SU0099
 SU0099  HISTORY     - Date     Condition        Report By
 SU0099  HISTORY     - 1950     MONUMENTED       CGS
 SU0099  HISTORY     - 1982     GOOD             BPA
 SU0099
 SU0099                          STATION DESCRIPTION
 SU0099
 SU0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0099'19.0 MI SE FROM CAMAS.
 SU0099'19.0 MILES SOUTHEAST ALONG THE ROAD LEADING TO RONAN FROM THE POST
 SU0099'OFFICE AT CAMAS, ABOUT 45 YARDS NORTHWEST OF AND ACROSS THE ROAD FROM
 SU0099'A GREEN FRAME RANCHHOUSE, 54 FEET NORTHEAST OF THE APPROXIMATE CENTER
 SU0099'OF A TRIANGLE FORMED BY THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 48
 SU0099'1/2 FEET NORTHWEST OF A FENCE CORNER POST, 31 FEET EAST OF THE CENTER
 SU0099'LINE OF THE ROAD, 2.9 FEET SOUTHEAST OF A WITNESS POST, 1.9 FEET
 SU0099'SOUTHWEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 SU0099'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SU0099
 SU0099                          STATION RECOVERY (1982)
 SU0099
 SU0099'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982
 SU0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0376 ***********************************************************************
 SU0376  DESIGNATION -  A 378
 SU0376  PID         -  SU0376
 SU0376  STATE/COUNTY-  MT/SANDERS
 SU0376  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0376
 SU0376                         *CURRENT SURVEY CONTROL
 SU0376  ___________________________________________________________________
 SU0376* NAD 83(1986)-  47 35 26.     (N)    115 21 21.     (W)     SCALED    
 SU0376* NAVD 88     -       733.870  (meters)    2407.71   (feet)  ADJUSTED  
 SU0376  ___________________________________________________________________
 SU0376  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 SU0376  DYNAMIC HT  -         733.845 (meters)    2407.62  (feet)  COMP
 SU0376  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 SU0376
 SU0376  VERT ORDER  -  SECOND    CLASS 0
 SU0376
 SU0376.The horizontal coordinates were scaled from a topographic map and have
 SU0376.an estimated accuracy of +/- 6 seconds.
 SU0376
 SU0376.The orthometric height was determined by differential leveling
 SU0376.and adjusted by the National Geodetic Survey in June 1991..
 SU0376
 SU0376.The geoid height was determined by GEOID03.
 SU0376
 SU0376.The dynamic height is computed by dividing the NAVD 88
 SU0376.geopotential number by the normal gravity value computed on the
 SU0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0376.degrees latitude (g = 980.6199 gals.).
 SU0376
 SU0376.The modeled gravity was interpolated from observed gravity values.
 SU0376
 SU0376;                    North         East    Units  Estimated Accuracy
 SU0376;SPC MT       -   387,640.      160,220.      MT  (+/- 180 meters Scaled)
 SU0376
 SU0376                          SUPERSEDED SURVEY CONTROL
 SU0376
 SU0376  NGVD 29 (??/??/92)  732.719  (m)         2403.93   (f) ADJ UNCH    2 0
 SU0376
 SU0376.Superseded values are not recommended for survey control.
 SU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0376.See file dsdata.txt to determine how the superseded data were derived.
 SU0376
 SU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN236721(NAD 83)
 SU0376_MARKER: DB = BENCH MARK DISK
 SU0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0376_SP_SET: ABUTMENT
 SU0376_STAMPING: A 378 1952
 SU0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0376
 SU0376  HISTORY     - Date     Condition        Report By
 SU0376  HISTORY     - 1952     MONUMENTED       CGS
 SU0376  HISTORY     - 1980     GOOD             NGS
 SU0376
 SU0376                          STATION DESCRIPTION
 SU0376
 SU0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0376'0.6 MI SW FROM THOMPSON FALLS.
 SU0376'0.1 MILE WEST ALONG U. S. HIGHWAY 10 A FROM THE COUNTY COURTHOUSE AT
 SU0376'THOMPSON FALLS, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 4, IN
 SU0376'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 SU0376'WOOD AND STEEL BRIDGE OVER THE SOUTHWEST BRANCH OF THE CLARK FORK
 SU0376'RIVER, 11 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 2.1
 SU0376'FEET NORTHWEST OF THE WEST CORNER OF THE BRIDGE.
 SU0376
 SU0376                          STATION RECOVERY (1980)
 SU0376
 SU0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0376'0.8 KILOMETERS (0.5 MILE) SOUTHWEST ALONG A PAVED ROAD FROM THE POST
 SU0376'OFFICE IN THOMPSON FALLS, SET IN TOP OF THE NORTHWEST END OF THE
 SU0376'SOUTHWEST CONCRETE ABUTMENT OF AN ABANDONED WOOD AND STEEL ROAD BRIDGE
 SU0376'OVER THE SOUTHWEST BRONCH OF THE CLARK FORK RIVER, 3.4 METERS (11.0
 SU0376'FEET) NORTHWEST OF THE CENTERLINE OF THE BRIDGE, 0.6 METER (2.1 FEET)
 SU0376'NORTHWEST OF THE WEST CORNER OF THE BRIDGE.
 SU0376'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0395 ***********************************************************************
 SU0395  DESIGNATION -  A 379
 SU0395  PID         -  SU0395
 SU0395  STATE/COUNTY-  MT/LINCOLN
 SU0395  USGS QUAD   -  SILVER BUTTE PASS (1983)
 SU0395
 SU0395                         *CURRENT SURVEY CONTROL
 SU0395  ___________________________________________________________________
 SU0395* NAD 83(1986)-  47 58 30.     (N)    115 25 03.     (W)     SCALED    
 SU0395* NAVD 88     -       992.361  (meters)    3255.77   (feet)  ADJUSTED  
 SU0395  ___________________________________________________________________
 SU0395  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 SU0395  DYNAMIC HT  -         992.327 (meters)    3255.66  (feet)  COMP
 SU0395  MODELED GRAV-     980,543.4   (mgal)                       NAVD 88
 SU0395
 SU0395  VERT ORDER  -  SECOND    CLASS 0
 SU0395
 SU0395.The horizontal coordinates were scaled from a topographic map and have
 SU0395.an estimated accuracy of +/- 6 seconds.
 SU0395
 SU0395.The orthometric height was determined by differential leveling
 SU0395.and adjusted by the National Geodetic Survey in June 1991..
 SU0395
 SU0395.The geoid height was determined by GEOID03.
 SU0395
 SU0395.The dynamic height is computed by dividing the NAVD 88
 SU0395.geopotential number by the normal gravity value computed on the
 SU0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0395.degrees latitude (g = 980.6199 gals.).
 SU0395
 SU0395.The modeled gravity was interpolated from observed gravity values.
 SU0395
 SU0395;                    North         East    Units  Estimated Accuracy
 SU0395;SPC MT       -   430,590.      158,820.      MT  (+/- 180 meters Scaled)
 SU0395
 SU0395                          SUPERSEDED SURVEY CONTROL
 SU0395
 SU0395  NGVD 29 (??/??/92)  991.155  (m)         3251.81   (f) ADJ UNCH    2 0
 SU0395
 SU0395.Superseded values are not recommended for survey control.
 SU0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0395.See file dsdata.txt to determine how the superseded data were derived.
 SU0395
 SU0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP181147(NAD 83)
 SU0395_MARKER: DB = BENCH MARK DISK
 SU0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0395_STAMPING: A 379 1952
 SU0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0395+STABILITY: SURFACE MOTION
 SU0395
 SU0395  HISTORY     - Date     Condition        Report By
 SU0395  HISTORY     - 1952     MONUMENTED       CGS
 SU0395  HISTORY     - 1966     POOR             USGS
 SU0395
 SU0395                          STATION DESCRIPTION
 SU0395
 SU0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0395'17.1 MI SW FROM HAPPYS INN.
 SU0395'11.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 SU0395'HAPPYS INN, THENCE 5.7 MILES SOUTHWEST ALONG THE SILVER BUTTE ROAD,
 SU0395'0.65 MILE NORTHEAST OF A WOODEN BRIDGE OVER OLSON CREEK, 0.45 MILE
 SU0395'WEST OF THE Y JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, 19 FEET
 SU0395'NORTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF A WITNESS
 SU0395'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SU0395'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- MONUMENT HIT BY ROAD
 SU0395'MAINTAINER AND IS TILTED SLIGHTLY.
 SU0395
 SU0395                          STATION RECOVERY (1966)
 SU0395
 SU0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0395'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0348 ***********************************************************************
 SQ0348  DESIGNATION -  A 38 RESET
 SQ0348  PID         -  SQ0348
 SQ0348  STATE/COUNTY-  MT/GARFIELD
 SQ0348  USGS QUAD   -  BLACKFOOT SCHOOL (1983)
 SQ0348
 SQ0348                         *CURRENT SURVEY CONTROL
 SQ0348  ___________________________________________________________________
 SQ0348* NAD 83(1986)-  47 28 49.     (N)    107 26 50.     (W)     SCALED    
 SQ0348* NAVD 88     -       995.44   (meters)    3265.9    (feet)  RESET     
 SQ0348  ___________________________________________________________________
 SQ0348  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 SQ0348
 SQ0348  VERT ORDER  -  THIRD
 SQ0348
 SQ0348.The horizontal coordinates were scaled from a topographic map and have
 SQ0348.an estimated accuracy of +/- 6 seconds.
 SQ0348
 SQ0348.The orthometric height was computed from unverified reset data.
 SQ0348
 SQ0348.The geoid height was determined by GEOID03.
 SQ0348
 SQ0348;                    North         East    Units  Estimated Accuracy
 SQ0348;SPC MT       -   360,970.      754,620.      MT  (+/- 180 meters Scaled)
 SQ0348
 SQ0348                          SUPERSEDED SURVEY CONTROL
 SQ0348
 SQ0348.No superseded survey control is available for this station.
 SQ0348
 SQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN156614(NAD 83)
 SQ0348_MARKER: DB = BENCH MARK DISK
 SQ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0348_STAMPING: A 38 RESET 1968
 SQ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0348+STABILITY: SURFACE MOTION
 SQ0348
 SQ0348  HISTORY     - Date     Condition        Report By
 SQ0348  HISTORY     - 1968     MONUMENTED       MTDH
 SQ0348
 SQ0348                          STATION DESCRIPTION
 SQ0348
 SQ0348'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1968
 SQ0348'11.2 MI NW FROM BRUSSETT.
 SQ0348'ABOUT 11.2 MILES NORTHWEST ALONG BRUSSETT-GALLINGHER RANCH ROAD FROM
 SQ0348'BRUSSETT, ABOUT 1.2 MILES NORTHWEST OF THE ILER SCHOOL HOUSE, ON TOP
 SQ0348'OF A HILL, ABOUT 95 FEET SOUTH OF THE CENTER LINE AT STATION 286 + 13
 SQ0348'ON HIGHWAY PROJECT S 42 (9), AND ABOUT 5 FEET NORTH OF A FENCE LINE.
 SQ0348'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF5167 ***********************************************************************
 DF5167  DESIGNATION -  A 380 RESET
 DF5167  PID         -  DF5167
 DF5167  STATE/COUNTY-  MT/LINCOLN
 DF5167  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 DF5167
 DF5167                         *CURRENT SURVEY CONTROL
 DF5167  ___________________________________________________________________
 DF5167* NAD 83(1986)-  48 03 17.     (N)    115 22 14.     (W)     SCALED    
 DF5167* NAVD 88     -       891.67   (meters)    2925.4    (feet)  RESET     
 DF5167  ___________________________________________________________________
 DF5167  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 DF5167
 DF5167  VERT ORDER  -  THIRD
 DF5167
 DF5167.The horizontal coordinates were scaled from a topographic map and have
 DF5167.an estimated accuracy of +/- 6 seconds.
 DF5167
 DF5167.The orthometric height was computed from unverified reset data.
 DF5167.No vertical observational check was made to the station.
 DF5167
 DF5167.The geoid height was determined by GEOID03.
 DF5167
 DF5167;                    North         East    Units  Estimated Accuracy
 DF5167;SPC MT       -   439,160.      162,970.      MT  (+/- 180 meters Scaled)
 DF5167
 DF5167                          SUPERSEDED SURVEY CONTROL
 DF5167
 DF5167.No superseded survey control is available for this station.
 DF5167
 DF5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP214236(NAD 83)
 DF5167_MARKER: F = FLANGE-ENCASED ROD
 DF5167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5167_STAMPING: A 380 RESET 2002
 DF5167_MARK LOGO: NGS   
 DF5167_PROJECTION: FLUSH
 DF5167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5167_ROD/PIPE-DEPTH: 13.1 meters
 DF5167
 DF5167  HISTORY     - Date     Condition        Report By
 DF5167  HISTORY     - 2002     MONUMENTED       MTDOT
 DF5167
 DF5167                          STATION DESCRIPTION
 DF5167
 DF5167'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DB)
 DF5167'MARK IS 62.1 MILES (99.9 KM) WEST FROM KALISPELL, 62.1 MILES (99.9 KM)
 DF5167'WEST ALONG U.S.  HIGHWAY 2 FROM THE JUNCTION OF U.S.  HIGHWAY 93 AND
 DF5167'U.S.  HIGHWAY 2 IN KALISPELL.  THE MARK IS AT MILEPOST 58.23.  THE
 DF5167'MARK IS 47.5 M (155.8 FT) NORTH FROM CENTERLINE OF TURNOFF TO WEST.
 DF5167'TURNOFF IS MARKED (KENELTY),  17.5 M (57.4 FT) WEST OF THE HIGHWAY
 DF5167'CENTERLINE, 1.5 M (4.9 FT) SOUTHEAST (AZ 145) OF A WITNESS POST, 1.2 M
 DF5167'(3.9 FT) BELOW CENTERLINE OF THE HIGHWAY, ACCESS TO ROD IS IN AN
 DF5167'ALUMINUM ACCESS COVER IN CONCRETE, A STAINLESS STEEL ROD WITHOUT A
 DF5167'SLEEVE DRIVEN 43.0 FT (13.1 M) TO REFUSAL. ROD IS WITHIN 4 INCH PVC
 DF5167'TUBE WITH ALUMINUM ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0146 ***********************************************************************
 TN0146  DESIGNATION -  A 381
 TN0146  PID         -  TN0146
 TN0146  STATE/COUNTY-  MT/FLATHEAD
 TN0146  USGS QUAD   -  KALISPELL (1994)
 TN0146
 TN0146                         *CURRENT SURVEY CONTROL
 TN0146  ___________________________________________________________________
 TN0146* NAD 83(1986)-  48 11 50.     (N)    114 21 19.     (W)     SCALED    
 TN0146* NAVD 88     -       941.065  (meters)    3087.48   (feet)  ADJUSTED  
 TN0146  ___________________________________________________________________
 TN0146  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TN0146  DYNAMIC HT  -         941.052 (meters)    3087.43  (feet)  COMP
 TN0146  MODELED GRAV-     980,566.5   (mgal)                       NAVD 88
 TN0146
 TN0146  VERT ORDER  -  SECOND    CLASS 0
 TN0146
 TN0146.The horizontal coordinates were scaled from a topographic map and have
 TN0146.an estimated accuracy of +/- 6 seconds.
 TN0146
 TN0146.The orthometric height was determined by differential leveling
 TN0146.and adjusted by the National Geodetic Survey in June 1991..
 TN0146
 TN0146.The geoid height was determined by GEOID03.
 TN0146
 TN0146.The dynamic height is computed by dividing the NAVD 88
 TN0146.geopotential number by the normal gravity value computed on the
 TN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0146.degrees latitude (g = 980.6199 gals.).
 TN0146
 TN0146.The modeled gravity was interpolated from observed gravity values.
 TN0146
 TN0146;                    North         East    Units  Estimated Accuracy
 TN0146;SPC MT       -   449,800.      239,430.      MT  (+/- 180 meters Scaled)
 TN0146
 TN0146                          SUPERSEDED SURVEY CONTROL
 TN0146
 TN0146  NGVD 29 (??/??/92)  939.925  (m)         3083.74   (f) ADJ UNCH    2 0
 TN0146
 TN0146.Superseded values are not recommended for survey control.
 TN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0146.See file dsdata.txt to determine how the superseded data were derived.
 TN0146
 TN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP965416(NAD 83)
 TN0146_MARKER: DB = BENCH MARK DISK
 TN0146_SETTING: 66 = SET IN ROCK OUTCROP
 TN0146_SP_SET: ROCK OUTCROP
 TN0146_STAMPING: A 381 1952
 TN0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0146+STABILITY: POSITION/ELEVATION WELL
 TN0146
 TN0146  HISTORY     - Date     Condition        Report By
 TN0146  HISTORY     - 1952     MONUMENTED       CGS
 TN0146
 TN0146                          STATION DESCRIPTION
 TN0146
 TN0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0146'2.2 MI W FROM KALISPELL.
 TN0146'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0146'STATION AT KALISPELL, THENCE 2.0 MILES WEST ALONG U. S. HIGHWAY 2, AT
 TN0146'THE SUMMIT OF A HILL, AT THE T JUNCTION OF A PRIVATE DRIVE LEADING
 TN0146'NORTH TO A STUCCO HOUSE, IN THE TOP OF A 2- X 3-FOOT GREY OUTCROP
 TN0146'PROJECTING 0.6 FOOT ABOVE THE GROUND, 143 FEET NORTHWEST OF THE CENTER
 TN0146'OF THE JUNCTION, 137.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 TN0146'HOUSE, 71 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 64 1/2 FEET
 TN0146'WEST OF A POWER LINE POLE WITH A TRANSFORMER, AND ABOUT 6 FEET HIGHER
 TN0146'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0181 ***********************************************************************
 TN0181  DESIGNATION -  A 382
 TN0181  PID         -  TN0181
 TN0181  STATE/COUNTY-  MT/FLATHEAD
 TN0181  USGS QUAD   -  MC GREGOR PEAK (1983)
 TN0181
 TN0181                         *CURRENT SURVEY CONTROL
 TN0181  ___________________________________________________________________
 TN0181* NAD 83(1986)-  48 02 35.     (N)    114 51 37.     (W)     SCALED    
 TN0181* NAVD 88     -      1206.014  (meters)    3956.73   (feet)  ADJUSTED  
 TN0181  ___________________________________________________________________
 TN0181  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0181  DYNAMIC HT  -        1205.959 (meters)    3956.55  (feet)  COMP
 TN0181  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 TN0181
 TN0181  VERT ORDER  -  SECOND    CLASS 0
 TN0181
 TN0181.The horizontal coordinates were scaled from a topographic map and have
 TN0181.an estimated accuracy of +/- 6 seconds.
 TN0181
 TN0181.The orthometric height was determined by differential leveling
 TN0181.and adjusted by the National Geodetic Survey in June 1991..
 TN0181
 TN0181.The geoid height was determined by GEOID03.
 TN0181
 TN0181.The dynamic height is computed by dividing the NAVD 88
 TN0181.geopotential number by the normal gravity value computed on the
 TN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0181.degrees latitude (g = 980.6199 gals.).
 TN0181
 TN0181.The modeled gravity was interpolated from observed gravity values.
 TN0181
 TN0181;                    North         East    Units  Estimated Accuracy
 TN0181;SPC MT       -   435,150.      200,810.      MT  (+/- 180 meters Scaled)
 TN0181
 TN0181                          SUPERSEDED SURVEY CONTROL
 TN0181
 TN0181  NGVD 29 (??/??/92) 1204.824  (m)         3952.83   (f) ADJ UNCH    2 0
 TN0181
 TN0181.Superseded values are not recommended for survey control.
 TN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0181.See file dsdata.txt to determine how the superseded data were derived.
 TN0181
 TN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP594233(NAD 83)
 TN0181_MARKER: DB = BENCH MARK DISK
 TN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0181_STAMPING: A 382 1952
 TN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0181+STABILITY: SURFACE MOTION
 TN0181
 TN0181  HISTORY     - Date     Condition        Report By
 TN0181  HISTORY     - 1952     MONUMENTED       CGS
 TN0181  HISTORY     - 1964     MARK NOT FOUND   USGS
 TN0181
 TN0181                          STATION DESCRIPTION
 TN0181
 TN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0181'13.5 MI SW FROM MARION.
 TN0181'0.8 MILE SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT MARION,
 TN0181'THENCE 12.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 2, ON THE EAST SLOPE
 TN0181'OF THE WEST BANK OF A GULCH, 67 1/2 FEET NORTH OF THE CENTER LINE OF
 TN0181'THE HIGHWAY, 40.5 FEET NORTHWEST OF THE NORTH END OF AN 18-INCH
 TN0181'CORRUGATED METAL PIPE CULVERT, 20 FEET WEST OF THE APPROXIMATE CENTER
 TN0181'OF THE GULCH, 2.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET
 TN0181'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TN0181'PROJECTING 0.2 FEET ABOVE THE GROUND.
 TN0181
 TN0181                          STATION RECOVERY (1964)
 TN0181
 TN0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TN0181'THIS MARKER WAS PROBABLY DESTROYED WHEN A LOGGING ROAD WAS MADE IN
 TN0181'THIS GULCH. A THOROUGH SEARCH OF THE AREA WAS MADE WITHOUT FINDING
 TN0181'ANY TRACE OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0295 ***********************************************************************
 SU0295  DESIGNATION -  A 383
 SU0295  PID         -  SU0295
 SU0295  STATE/COUNTY-  MT/SANDERS
 SU0295  USGS QUAD   -  NIARADA (1964)
 SU0295
 SU0295                         *CURRENT SURVEY CONTROL
 SU0295  ___________________________________________________________________
 SU0295* NAD 83(1986)-  47 50 33.     (N)    114 37 28.     (W)     SCALED    
 SU0295* NAVD 88     -       959.761  (meters)    3148.82   (feet)  ADJUSTED  
 SU0295  ___________________________________________________________________
 SU0295  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 SU0295  DYNAMIC HT  -         959.731 (meters)    3148.72  (feet)  COMP
 SU0295  MODELED GRAV-     980,548.6   (mgal)                       NAVD 88
 SU0295
 SU0295  VERT ORDER  -  SECOND    CLASS 0
 SU0295
 SU0295.The horizontal coordinates were scaled from a topographic map and have
 SU0295.an estimated accuracy of +/- 6 seconds.
 SU0295
 SU0295.The orthometric height was determined by differential leveling
 SU0295.and adjusted by the National Geodetic Survey in June 1991..
 SU0295
 SU0295.The geoid height was determined by GEOID03.
 SU0295
 SU0295.The dynamic height is computed by dividing the NAVD 88
 SU0295.geopotential number by the normal gravity value computed on the
 SU0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0295.degrees latitude (g = 980.6199 gals.).
 SU0295
 SU0295.The modeled gravity was interpolated from observed gravity values.
 SU0295
 SU0295;                    North         East    Units  Estimated Accuracy
 SU0295;SPC MT       -   411,730.      216,890.      MT  (+/- 180 meters Scaled)
 SU0295
 SU0295                          SUPERSEDED SURVEY CONTROL
 SU0295
 SU0295  NGVD 29 (??/??/92)  958.642  (m)         3145.14   (f) ADJ UNCH    2 0
 SU0295
 SU0295.Superseded values are not recommended for survey control.
 SU0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0295.See file dsdata.txt to determine how the superseded data were derived.
 SU0295
 SU0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP777015(NAD 83)
 SU0295_MARKER: DB = BENCH MARK DISK
 SU0295_SETTING: 66 = SET IN ROCK OUTCROP
 SU0295_SP_SET: OUTCROPS
 SU0295_STAMPING: A 383 1952
 SU0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0295+STABILITY: POSITION/ELEVATION WELL
 SU0295
 SU0295  HISTORY     - Date     Condition        Report By
 SU0295  HISTORY     - 1952     MONUMENTED       CGS
 SU0295
 SU0295                          STATION DESCRIPTION
 SU0295
 SU0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0295'3.5 MI NW FROM NIARADA.
 SU0295'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0295'THENCE 3.4 MILES NORTHWEST ALONG A COUNTY ROAD, ON A ROCKY POINT, AT A
 SU0295'SHARP SWITCHBACK, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTH
 SU0295'ONE OF SEVERAL LARGE OUTCROPS, 183 FEET SOUTH OF THE CENTER LINE OF
 SU0295'THE ROAD, AND ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0324 ***********************************************************************
 RT0324  DESIGNATION -  A 388
 RT0324  PID         -  RT0324
 RT0324  STATE/COUNTY-  MT/CUSTER
 RT0324  USGS QUAD   -  BIG HILL (1968)
 RT0324
 RT0324                         *CURRENT SURVEY CONTROL
 RT0324  ___________________________________________________________________
 RT0324* NAD 83(1986)-  46 26 53.     (N)    105 54 10.     (W)     SCALED    
 RT0324* NAVD 88     -       744.778  (meters)    2443.49   (feet)  ADJUSTED  
 RT0324  ___________________________________________________________________
 RT0324  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 RT0324  DYNAMIC HT  -         744.728 (meters)    2443.33  (feet)  COMP
 RT0324  MODELED GRAV-     980,522.4   (mgal)                       NAVD 88
 RT0324
 RT0324  VERT ORDER  -  SECOND    CLASS 0
 RT0324
 RT0324.The horizontal coordinates were scaled from a topographic map and have
 RT0324.an estimated accuracy of +/- 6 seconds.
 RT0324
 RT0324.The orthometric height was determined by differential leveling
 RT0324.and adjusted by the National Geodetic Survey in June 1991..
 RT0324
 RT0324.The geoid height was determined by GEOID03.
 RT0324
 RT0324.The dynamic height is computed by dividing the NAVD 88
 RT0324.geopotential number by the normal gravity value computed on the
 RT0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0324.degrees latitude (g = 980.6199 gals.).
 RT0324
 RT0324.The modeled gravity was interpolated from observed gravity values.
 RT0324
 RT0324;                    North         East    Units  Estimated Accuracy
 RT0324;SPC MT       -   250,600.      876,140.      MT  (+/- 180 meters Scaled)
 RT0324
 RT0324                          SUPERSEDED SURVEY CONTROL
 RT0324
 RT0324  NGVD 29 (??/??/92)  744.189  (m)         2441.56   (f) ADJ UNCH    2 0
 RT0324
 RT0324.Superseded values are not recommended for survey control.
 RT0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0324.See file dsdata.txt to determine how the superseded data were derived.
 RT0324
 RT0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM306442(NAD 83)
 RT0324_MARKER: DB = BENCH MARK DISK
 RT0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0324_SP_SET: ABUTMENT
 RT0324_STAMPING: A 388 1955
 RT0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0324
 RT0324  HISTORY     - Date     Condition        Report By
 RT0324  HISTORY     - 1955     MONUMENTED       CGS
 RT0324
 RT0324                          STATION DESCRIPTION
 RT0324
 RT0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 RT0324'3.8 MI W FROM MILES CITY.
 RT0324'ABOUT 3.8 MI. NW ALONG HIGHWAY 22 (7TH ST) FROM THE POST OFFICE IN
 RT0324'MILES CITY, ON THE E END OF THE CONCRETE BRIDGE OVER SOUTH SUNDAY
 RT0324'CREEK IN TOP OF SE ABUTMENT, 13.2 FT. S. OF CL OF HIGHWAY.  A STANDARD
 RT0324'DISK STAMPED A 388 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0325 ***********************************************************************
 RT0325  DESIGNATION -  A 388 RESET
 RT0325  PID         -  RT0325
 RT0325  STATE/COUNTY-  MT/CUSTER
 RT0325  USGS QUAD   -  BIG HILL (1968)
 RT0325
 RT0325                         *CURRENT SURVEY CONTROL
 RT0325  ___________________________________________________________________
 RT0325* NAD 83(1986)-  46 26 53.     (N)    105 54 10.     (W)     SCALED    
 RT0325* NAVD 88     -       744.85   (meters)    2443.7    (feet)  RESET     
 RT0325  ___________________________________________________________________
 RT0325  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 RT0325
 RT0325  VERT ORDER  -  THIRD
 RT0325
 RT0325.The horizontal coordinates were scaled from a topographic map and have
 RT0325.an estimated accuracy of +/- 6 seconds.
 RT0325
 RT0325.The orthometric height was computed from unverified reset data.
 RT0325
 RT0325.The geoid height was determined by GEOID03.
 RT0325
 RT0325;                    North         East    Units  Estimated Accuracy
 RT0325;SPC MT       -   250,600.      876,140.      MT  (+/- 180 meters Scaled)
 RT0325
 RT0325                          SUPERSEDED SURVEY CONTROL
 RT0325
 RT0325  NGVD 29 (??/??/??)  744.26   (m)         2441.8    (f) RESET       3  
 RT0325
 RT0325.Superseded values are not recommended for survey control.
 RT0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0325.See file dsdata.txt to determine how the superseded data were derived.
 RT0325
 RT0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM306442(NAD 83)
 RT0325_MARKER: DB = BENCH MARK DISK
 RT0325_SETTING: 0 = UNSPECIFIED SETTING
 RT0325_STAMPING: A-388 RESET 1963
 RT0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0325
 RT0325  HISTORY     - Date     Condition        Report By
 RT0325  HISTORY     - 1963     MONUMENTED       CGS
 RT0325  HISTORY     - 1968     GOOD             USGS
 RT0325  HISTORY     - 1969     GOOD             MTDH
 RT0325
 RT0325                          STATION DESCRIPTION
 RT0325
 RT0325'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 RT0325'4.0 MI NW FROM MILES CITY.
 RT0325'4.0 MILES NW ALONG STATE HWY 22 FROM THE POST OFFICE IN MILES CITY,
 RT0325'MONTANA.  ON THE SE CORNER OF THE BRIDGE OVER SOUTH SUNDAY CREEK.
 RT0325'ABOUT 15 FT NE OF THE CTR. OF BRIDGE, AND 0.4 FT HIGHER THAN ROADWAY.
 RT0325
 RT0325                          STATION RECOVERY (1969)
 RT0325
 RT0325'RECOVERY NOTE BY MONTANA DEPARTMENT OF HIGHWAYS 1969
 RT0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0387 ***********************************************************************
 SQ0387  DESIGNATION -  A 39
 SQ0387  PID         -  SQ0387
 SQ0387  STATE/COUNTY-  MT/PHILLIPS
 SQ0387  USGS QUAD   -  STRATTON RESERVOIR (1987)
 SQ0387
 SQ0387                         *CURRENT SURVEY CONTROL
 SQ0387  ___________________________________________________________________
 SQ0387* NAD 83(1986)-  47 50 13.     (N)    107 46 03.     (W)     SCALED    
 SQ0387* NAVD 88     -       716.589  (meters)    2351.01   (feet)  ADJUSTED  
 SQ0387  ___________________________________________________________________
 SQ0387  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 SQ0387  DYNAMIC HT  -         716.628 (meters)    2351.14  (feet)  COMP
 SQ0387  MODELED GRAV-     980,643.0   (mgal)                       NAVD 88
 SQ0387
 SQ0387  VERT ORDER  -  FIRST     CLASS II
 SQ0387
 SQ0387.The horizontal coordinates were scaled from a topographic map and have
 SQ0387.an estimated accuracy of +/- 6 seconds.
 SQ0387
 SQ0387.The orthometric height was determined by differential leveling
 SQ0387.and adjusted by the National Geodetic Survey in June 1991..
 SQ0387
 SQ0387.The geoid height was determined by GEOID03.
 SQ0387
 SQ0387.The dynamic height is computed by dividing the NAVD 88
 SQ0387.geopotential number by the normal gravity value computed on the
 SQ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0387.degrees latitude (g = 980.6199 gals.).
 SQ0387
 SQ0387.The modeled gravity was interpolated from observed gravity values.
 SQ0387
 SQ0387;                    North         East    Units  Estimated Accuracy
 SQ0387;SPC MT       -   400,010.      729,620.      MT  (+/- 180 meters Scaled)
 SQ0387
 SQ0387                          SUPERSEDED SURVEY CONTROL
 SQ0387
 SQ0387  NGVD 29 (??/??/92)  715.852  (m)         2348.59   (f) ADJ UNCH    1 2
 SQ0387
 SQ0387.Superseded values are not recommended for survey control.
 SQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0387.See file dsdata.txt to determine how the superseded data were derived.
 SQ0387
 SQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP929018(NAD 83)
 SQ0387_MARKER: DB = BENCH MARK DISK
 SQ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0387_STAMPING: A 39 1931
 SQ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0387+STABILITY: SURFACE MOTION
 SQ0387
 SQ0387  HISTORY     - Date     Condition        Report By
 SQ0387  HISTORY     - 1931     MONUMENTED       CGS
 SQ0387  HISTORY     - 1965     GOOD             USGS
 SQ0387
 SQ0387                          STATION DESCRIPTION
 SQ0387
 SQ0387'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0387'0.8 MI NW FROM SUN PRAIRIE.
 SQ0387'SUN PRAIRIE CEMETERY.  0.1 MILES NORTH AND 0.8 MILES WEST ALONG GRADED
 SQ0387'COUNTY ROAD.  260 FT SOUTH OF CENTER LINE OF ROAD, AT THE NORTHEAST
 SQ0387'CORNER OF SMALL PASTURE.  3 FT NORTH AND 2 FT WEST OF FENCE CORNER. A
 SQ0387'STANDARD DISK SET IN TOP OF A CONCRETE POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0057 ***********************************************************************
 QW0057  DESIGNATION -  A 393
 QW0057  PID         -  QW0057
 QW0057  STATE/COUNTY-  MT/YELLOWSTONE
 QW0057  USGS QUAD   -  WORDEN (1967)
 QW0057
 QW0057                         *CURRENT SURVEY CONTROL
 QW0057  ___________________________________________________________________
 QW0057* NAD 83(1986)-  45 57 11.     (N)    108 10 38.     (W)     SCALED    
 QW0057* NAVD 88     -       900.230  (meters)    2953.50   (feet)  ADJUSTED  
 QW0057  ___________________________________________________________________
 QW0057  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 QW0057  DYNAMIC HT  -         900.068 (meters)    2952.97  (feet)  COMP
 QW0057  MODELED GRAV-     980,406.2   (mgal)                       NAVD 88
 QW0057
 QW0057  VERT ORDER  -  FIRST     CLASS II
 QW0057
 QW0057.The horizontal coordinates were scaled from a topographic map and have
 QW0057.an estimated accuracy of +/- 6 seconds.
 QW0057
 QW0057.The orthometric height was determined by differential leveling
 QW0057.and adjusted by the National Geodetic Survey in June 1991..
 QW0057
 QW0057.The geoid height was determined by GEOID03.
 QW0057
 QW0057.The dynamic height is computed by dividing the NAVD 88
 QW0057.geopotential number by the normal gravity value computed on the
 QW0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0057.degrees latitude (g = 980.6199 gals.).
 QW0057
 QW0057.The modeled gravity was interpolated from observed gravity values.
 QW0057
 QW0057;                    North         East    Units  Estimated Accuracy
 QW0057;SPC MT       -   190,130.      702,500.      MT  (+/- 180 meters Scaled)
 QW0057
 QW0057                          SUPERSEDED SURVEY CONTROL
 QW0057
 QW0057  NGVD 29 (??/??/92)  899.516  (m)         2951.16   (f) ADJ UNCH    1 2
 QW0057
 QW0057.Superseded values are not recommended for survey control.
 QW0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0057.See file dsdata.txt to determine how the superseded data were derived.
 QW0057
 QW0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR187927(NAD 83)
 QW0057_MARKER: DB = BENCH MARK DISK
 QW0057_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0057_SP_SET: 25 FT.
 QW0057_STAMPING: A 393 1958
 QW0057_MARK LOGO: CGS   
 QW0057_PROJECTION: PROJECTING 10 CENTIMETERS
 QW0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0057_ROD/PIPE-DEPTH: 7.6  meters
 QW0057
 QW0057  HISTORY     - Date     Condition        Report By
 QW0057  HISTORY     - 1958     MONUMENTED       CGS
 QW0057  HISTORY     - 1960     GOOD             NGS
 QW0057  HISTORY     - 1981     GOOD             NGS
 QW0057
 QW0057                          STATION DESCRIPTION
 QW0057
 QW0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0057'0.9 MI SW FROM WORDEN.
 QW0057'ABOUT 0.9 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0057'STATION AT WORDEN, IN SECTION 1, T 2 N, R 28 E, 17 1/2 POLES SOUTHWEST
 QW0057'OF MILEPOST 205, ABOUT 0.15 MILE SOUTHWEST OF A ROAD CROSSING, 85 FEET
 QW0057'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAYS 10 AND 12, 46 FEET
 QW0057'NORTHWEST OF THE NORTHWEST RAIL, 2 FEET NORTHEAST OF A METAL WITNESS
 QW0057'POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF
 QW0057'A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 25 FEET AND
 QW0057'IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 QW0057
 QW0057                          STATION RECOVERY (1981)
 QW0057
 QW0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0057'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0057'12.4 KM (7.7 MI) NORTHEASTERLY ALONG THE BURLINGTON RAILROAD FROM THE
 QW0057'RAILROAD STATION IN HUNTLEY, 0.8 KM (0.5 MI) SOUTHWEST OF MILE POST
 QW0057'205, 0.2 KM (0.1 MI) SOUTHWEST OF A GRAVELEDED ROAD CROSSING, 25.9
 QW0057'METERS (85.0 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 10 AND
 QW0057'312, AND 14.0 METERS (46.0 FT) NORTHWEST OF THE NEAR RAIL.
 QW0057'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 QW0057'THE MARK IS 1.7 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0299 ***********************************************************************
 RU0299  DESIGNATION -  A 394
 RU0299  PID         -  RU0299
 RU0299  STATE/COUNTY-  MT/TREASURE
 RU0299  USGS QUAD   -  BIGHORN (1980)
 RU0299
 RU0299                         *CURRENT SURVEY CONTROL
 RU0299  ___________________________________________________________________
 RU0299* NAD 83(1986)-  46 09 25.     (N)    107 27 27.     (W)     SCALED    
 RU0299* NAVD 88     -       824.444  (meters)    2704.86   (feet)  ADJUSTED  
 RU0299  ___________________________________________________________________
 RU0299  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RU0299  DYNAMIC HT  -         824.335 (meters)    2704.51  (feet)  COMP
 RU0299  MODELED GRAV-     980,454.8   (mgal)                       NAVD 88
 RU0299
 RU0299  VERT ORDER  -  FIRST     CLASS II
 RU0299
 RU0299.The horizontal coordinates were scaled from a topographic map and have
 RU0299.an estimated accuracy of +/- 6 seconds.
 RU0299
 RU0299.The orthometric height was determined by differential leveling
 RU0299.and adjusted by the National Geodetic Survey in June 1991..
 RU0299
 RU0299.The geoid height was determined by GEOID03.
 RU0299
 RU0299.The dynamic height is computed by dividing the NAVD 88
 RU0299.geopotential number by the normal gravity value computed on the
 RU0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0299.degrees latitude (g = 980.6199 gals.).
 RU0299
 RU0299.The modeled gravity was interpolated from observed gravity values.
 RU0299
 RU0299;                    North         East    Units  Estimated Accuracy
 RU0299;SPC MT       -   213,970.      757,680.      MT  (+/- 180 meters Scaled)
 RU0299
 RU0299                          SUPERSEDED SURVEY CONTROL
 RU0299
 RU0299  NGVD 29 (??/??/92)  823.790  (m)         2702.72   (f) ADJ UNCH    1 2
 RU0299
 RU0299.Superseded values are not recommended for survey control.
 RU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0299.See file dsdata.txt to determine how the superseded data were derived.
 RU0299
 RU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM102144(NAD 83)
 RU0299_MARKER: DB = BENCH MARK DISK
 RU0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0299_STAMPING: A 394 1958
 RU0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0299+STABILITY: SURFACE MOTION
 RU0299
 RU0299  HISTORY     - Date     Condition        Report By
 RU0299  HISTORY     - 1958     MONUMENTED       CGS
 RU0299  HISTORY     - 1960     GOOD             NGS
 RU0299
 RU0299                          STATION DESCRIPTION
 RU0299
 RU0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0299'5.35 MI NE FROM CUSTER.
 RU0299'ABOUT 5.35 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0299'THE STATION AT CUSTER, IN SECTION 27, T 5 N, R 34 E, 65 FEET SOUTH AND
 RU0299'ACROSS THE TRACKS FROM MILEPOST 167, 276 FEET NORTHWEST OF THE CENTER
 RU0299'LINE OF U. S. HIGHWAY 10 AND 12, 41 FEET SOUTHEAST OF THE SOUTHEAST
 RU0299'RAIL, 29 1/2 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH THE
 RU0299'TELEPHONE POLES, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 RU0299'FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 RU0299'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0069 ***********************************************************************
 QW0069  DESIGNATION -  A 395
 QW0069  PID         -  QW0069
 QW0069  STATE/COUNTY-  MT/YELLOWSTONE
 QW0069  USGS QUAD   -  NIBBE (1980)
 QW0069
 QW0069                         *CURRENT SURVEY CONTROL
 QW0069  ___________________________________________________________________
 QW0069* NAD 83(1986)-  45 59 06.     (N)    108 00 44.     (W)     SCALED    
 QW0069* NAVD 88     -       879.129  (meters)    2884.28   (feet)  ADJUSTED  
 QW0069  ___________________________________________________________________
 QW0069  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 QW0069  DYNAMIC HT  -         878.977 (meters)    2883.78  (feet)  COMP
 QW0069  MODELED GRAV-     980,413.1   (mgal)                       NAVD 88
 QW0069
 QW0069  VERT ORDER  -  FIRST     CLASS II
 QW0069
 QW0069.The horizontal coordinates were scaled from a topographic map and have
 QW0069.an estimated accuracy of +/- 6 seconds.
 QW0069
 QW0069.The orthometric height was determined by differential leveling
 QW0069.and adjusted by the National Geodetic Survey in June 1991..
 QW0069.WARNING-Repeat measurements at this control monument indicate possible
 QW0069.vertical movement.
 QW0069
 QW0069.The geoid height was determined by GEOID03.
 QW0069
 QW0069.The dynamic height is computed by dividing the NAVD 88
 QW0069.geopotential number by the normal gravity value computed on the
 QW0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0069.degrees latitude (g = 980.6199 gals.).
 QW0069
 QW0069.The modeled gravity was interpolated from observed gravity values.
 QW0069
 QW0069;                    North         East    Units  Estimated Accuracy
 QW0069;SPC MT       -   193,910.      715,220.      MT  (+/- 180 meters Scaled)
 QW0069
 QW0069                          SUPERSEDED SURVEY CONTROL
 QW0069
 QW0069  NGVD 29 (??/??/92)  878.398  (m)         2881.88   (f) ADJ UNCH    1 2
 QW0069
 QW0069.Superseded values are not recommended for survey control.
 QW0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0069.See file dsdata.txt to determine how the superseded data were derived.
 QW0069
 QW0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR314967(NAD 83)
 QW0069_MARKER: DB = BENCH MARK DISK
 QW0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0069_STAMPING: A 395 1958
 QW0069_MARK LOGO: CGS   
 QW0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0069+STABILITY: SURFACE MOTION
 QW0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0069+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2000
 QW0069
 QW0069  HISTORY     - Date     Condition        Report By
 QW0069  HISTORY     - 1958     MONUMENTED       CGS
 QW0069  HISTORY     - 1960     GOOD             NGS
 QW0069  HISTORY     - 1981     GOOD             NGS
 QW0069  HISTORY     - 20000914 GOOD             NGS
 QW0069
 QW0069                          STATION DESCRIPTION
 QW0069
 QW0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0069'2.9 MI SW FROM POMPEYS PILLAR.
 QW0069'ABOUT 2.9 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0069'STATION AT POMPEYS PILLAR, IN THE NORTHEAST 1/4 OF SECTION 29, T 3 N,
 QW0069'R 30 E, 6 1/2 POLES SOUTHWEST OF MILEPOST 197, 48 FEET SOUTHEAST OF
 QW0069'THE SOUTHEAST RAIL, 48 FEET NORTHWEST OF A FENCE, 16 FEET
 QW0069'EAST-SOUTHEAST OF A POWER POLE, 18 1/2 FEET NORTHEAST OF A TELEPHONE
 QW0069'POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 QW0069'LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 QW0069'INCHES.
 QW0069
 QW0069                          STATION RECOVERY (1981)
 QW0069
 QW0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0069'RECOVERED IN GOOD CONDITION.
 QW0069
 QW0069                          STATION RECOVERY (2000)
 QW0069
 QW0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QW0069'0.1 KM (0.05 MI) WESTERLY ALONG A PAVED STREET FROM THE POST OFFICE IN
 QW0069'POMPEYS PILLAR, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG CANE STREET,
 QW0069'THENCE 2.8 KM (1.75 MI) WESTERLY ALONG A PAVED ROAD, THENCE 2.0 KM
 QW0069'(1.25 MI) WESTERLY ALONG A TRACK ROAD, 54.3 M (178.1 FT) WEST OF A
 QW0069'FENCE CORNER, 14.8 M (48.6 FT) SOUTH OF THE NEAR RAIL OF THE
 QW0069'BURLINGTON NORTHERN SANTE FE RAILROAD, 14.0 M (45.9 FT) NORTH OF A
 QW0069'FENCE, 10.0 M (32.8 FT) NORTH OF THE ROAD CENTER, 0.6 M (2.0 FT)
 QW0069'SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 QW0069'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QW0069'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE BURLINGTON
 QW0069'NORTHERN SANTE FE RAILROAD, 3600 LOUMENK DRIVE, FORT WORTH, TX 67502,
 QW0069'TELEPHONE 800-289-2673.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0395 ***********************************************************************
 QX0395  DESIGNATION -  A 4
 QX0395  PID         -  QX0395
 QX0395  STATE/COUNTY-  MT/GALLATIN
 QX0395  USGS QUAD   -  SAPPINGTON (1987)
 QX0395
 QX0395                         *CURRENT SURVEY CONTROL
 QX0395  ___________________________________________________________________
 QX0395* NAD 83(1986)-  45 47 43.     (N)    111 46 00.     (W)     SCALED    
 QX0395* NAVD 88     -      1277.073  (meters)    4189.86   (feet)  ADJUSTED  
 QX0395  ___________________________________________________________________
 QX0395  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 QX0395  DYNAMIC HT  -        1276.707 (meters)    4188.66  (feet)  COMP
 QX0395  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 QX0395
 QX0395  VERT ORDER  -  FIRST     CLASS II
 QX0395
 QX0395.The horizontal coordinates were scaled from a topographic map and have
 QX0395.an estimated accuracy of +/- 6 seconds.
 QX0395
 QX0395.The orthometric height was determined by differential leveling
 QX0395.and adjusted by the National Geodetic Survey in June 1991..
 QX0395
 QX0395.The geoid height was determined by GEOID03.
 QX0395
 QX0395.The dynamic height is computed by dividing the NAVD 88
 QX0395.geopotential number by the normal gravity value computed on the
 QX0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0395.degrees latitude (g = 980.6199 gals.).
 QX0395
 QX0395.The modeled gravity was interpolated from observed gravity values.
 QX0395
 QX0395;                    North         East    Units  Estimated Accuracy
 QX0395;SPC MT       -   174,280.      423,860.      MT  (+/- 180 meters Scaled)
 QX0395
 QX0395                          SUPERSEDED SURVEY CONTROL
 QX0395
 QX0395  NGVD 29 (??/??/92) 1276.024  (m)         4186.42   (f) ADJ UNCH    1 2
 QX0395
 QX0395.Superseded values are not recommended for survey control.
 QX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0395.See file dsdata.txt to determine how the superseded data were derived.
 QX0395
 QX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR404715(NAD 83)
 QX0395_MARKER: O = CHISELED CIRCLE
 QX0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0395+STABILITY: SURFACE MOTION
 QX0395
 QX0395  HISTORY     - Date     Condition        Report By
 QX0395  HISTORY     - UNK      MONUMENTED       CGS
 QX0395  HISTORY     - 1958     GOOD             NGS
 QX0395  HISTORY     - 1959     GOOD             NGS
 QX0395
 QX0395                          STATION DESCRIPTION
 QX0395
 QX0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0395'IN SAPPINGTON.
 QX0395'AT SAPPINGTON, ALONG THE NORTHERN PACIFIC RAILWAY, IN SECTION 31, T 1
 QX0395'N, R 1 W, ABOUT 0.2 MILE EAST OF THE SECTION FOREMANS HOUSE, 72 1/2
 QX0395'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 81 1/2 FEET SOUTHEAST
 QX0395'OF THE CENTER OF A ROAD CROSSING, 39 FEET EAST OF THE CENTER LINE OF A
 QX0395'GATE, 3 1/2 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE, 1 1/2 FEET
 QX0395'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 QX0395'THE TRACK, AND IN THE TOP OF A STONE POST PROJECTING 10 INCHES.
 QX0395
 QX0395                          STATION RECOVERY (1959)
 QX0395
 QX0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QX0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0467 ***********************************************************************
 SS0467  DESIGNATION -  A 4 U
 SS0467  PID         -  SS0467
 SS0467  STATE/COUNTY-  MT/JUDITH BASIN
 SS0467  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0467
 SS0467                         *CURRENT SURVEY CONTROL
 SS0467  ___________________________________________________________________
 SS0467* NAD 83(1986)-  47 11 09.     (N)    110 43 42.     (W)     SCALED    
 SS0467* NAVD 88     -      1376.798  (meters)    4517.04   (feet)  ADJUSTED  
 SS0467  ___________________________________________________________________
 SS0467  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 SS0467  DYNAMIC HT  -        1376.594 (meters)    4516.38  (feet)  COMP
 SS0467  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 SS0467
 SS0467  VERT ORDER  -  SECOND    CLASS 0
 SS0467
 SS0467.The horizontal coordinates were scaled from a topographic map and have
 SS0467.an estimated accuracy of +/- 6 seconds.
 SS0467
 SS0467.The orthometric height was determined by differential leveling
 SS0467.and adjusted by the National Geodetic Survey in June 1991..
 SS0467
 SS0467.The geoid height was determined by GEOID03.
 SS0467
 SS0467.The dynamic height is computed by dividing the NAVD 88
 SS0467.geopotential number by the normal gravity value computed on the
 SS0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0467.degrees latitude (g = 980.6199 gals.).
 SS0467
 SS0467.The modeled gravity was interpolated from observed gravity values.
 SS0467
 SS0467;                    North         East    Units  Estimated Accuracy
 SS0467;SPC MT       -   326,950.      506,960.      MT  (+/- 180 meters Scaled)
 SS0467
 SS0467                          SUPERSEDED SURVEY CONTROL
 SS0467
 SS0467  NGVD 29 (??/??/92) 1375.833  (m)         4513.88   (f) ADJ UNCH    2 0
 SS0467
 SS0467.Superseded values are not recommended for survey control.
 SS0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0467.See file dsdata.txt to determine how the superseded data were derived.
 SS0467
 SS0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT205258(NAD 83)
 SS0467_MARKER: DS = TRIANGULATION STATION DISK
 SS0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0467_STAMPING: A 4 U 1961
 SS0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0467+STABILITY: SURFACE MOTION
 SS0467
 SS0467  HISTORY     - Date     Condition        Report By
 SS0467  HISTORY     - 1961     MONUMENTED       CGS
 SS0467
 SS0467                          STATION DESCRIPTION
 SS0467
 SS0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0467'7.25 MI S FROM RAYNESFORD.
 SS0467'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0467'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0467'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 6.45 MILES SOUTH ALONG STATE
 SS0467'SECONDARY ROAD 427, IN SECTION 32, T 17 N, R 8 E, 97 FEET WEST OF THE
 SS0467'CENTER LINE OF THE ROAD, 37 FEET WEST OF A FENCE, 30 FEET NORTHEAST OF
 SS0467'A TELEPHONE POLE, 29.9 FEET NORTHEAST OF A 4 U R.M. 2, 68.8 FEET
 SS0467'NORTHWEST OF A 4 U R.M. 1, 3.1 FEET NORTHWEST OF A METAL WITNESS POST,
 SS0467'ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SS0467'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0466 ***********************************************************************
 SS0466  DESIGNATION -  A 4 U AZ MK
 SS0466  PID         -  SS0466
 SS0466  STATE/COUNTY-  MT/JUDITH BASIN
 SS0466  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0466
 SS0466                         *CURRENT SURVEY CONTROL
 SS0466  ___________________________________________________________________
 SS0466* NAD 83(1986)-  47 11 59.     (N)    110 43 38.     (W)     SCALED    
 SS0466* NAVD 88     -      1359.980  (meters)    4461.87   (feet)  ADJUSTED  
 SS0466  ___________________________________________________________________
 SS0466  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 SS0466  DYNAMIC HT  -        1359.783 (meters)    4461.22  (feet)  COMP
 SS0466  MODELED GRAV-     980,419.9   (mgal)                       NAVD 88
 SS0466
 SS0466  VERT ORDER  -  SECOND    CLASS 0
 SS0466
 SS0466.The horizontal coordinates were scaled from a topographic map and have
 SS0466.an estimated accuracy of +/- 6 seconds.
 SS0466
 SS0466.The orthometric height was determined by differential leveling
 SS0466.and adjusted by the National Geodetic Survey in June 1991..
 SS0466
 SS0466.The geoid height was determined by GEOID03.
 SS0466
 SS0466.The dynamic height is computed by dividing the NAVD 88
 SS0466.geopotential number by the normal gravity value computed on the
 SS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0466.degrees latitude (g = 980.6199 gals.).
 SS0466
 SS0466.The modeled gravity was interpolated from observed gravity values.
 SS0466
 SS0466;                    North         East    Units  Estimated Accuracy
 SS0466;SPC MT       -   328,500.      507,070.      MT  (+/- 180 meters Scaled)
 SS0466
 SS0466                          SUPERSEDED SURVEY CONTROL
 SS0466
 SS0466  NGVD 29 (??/??/92) 1359.017  (m)         4458.71   (f) ADJ UNCH    2 0
 SS0466
 SS0466.Superseded values are not recommended for survey control.
 SS0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0466.See file dsdata.txt to determine how the superseded data were derived.
 SS0466
 SS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT206273(NAD 83)
 SS0466_MARKER: DZ = AZIMUTH MARK DISK
 SS0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0466_STAMPING: A 4 U 1961
 SS0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0466+STABILITY: SURFACE MOTION
 SS0466
 SS0466  HISTORY     - Date     Condition        Report By
 SS0466  HISTORY     - 1961     MONUMENTED       CGS
 SS0466
 SS0466                          STATION DESCRIPTION
 SS0466
 SS0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0466'6.25 MI S FROM RAYNESFORD.
 SS0466'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0466'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0466'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 5.45 MILES SOUTH ALONG STATE
 SS0466'SECONDARY ROAD 427, IN SECTION 29, T 17 N, R 8 E, 0.1 MILE SOUTH OF A
 SS0466'2-STORY RANCH HOUSE, 51 FEET WEST OF THE CENTER LINE OF THE ROAD, 9
 SS0466'FEET EAST OF A FENCE, 6 1/2 FEET SOUTH OF A FENCE CORNER, 2 1/2 FEET
 SS0466'SOUTH OF A TELEPHONE POLE, 6 FEET SOUTH OF A CONCRETE RIGHT OF WAY
 SS0466'MARKER POST, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 SS0466'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0466'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0471 ***********************************************************************
 SS0471  DESIGNATION -  A 4 U RM 1
 SS0471  PID         -  SS0471
 SS0471  STATE/COUNTY-  MT/JUDITH BASIN
 SS0471  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0471
 SS0471                         *CURRENT SURVEY CONTROL
 SS0471  ___________________________________________________________________
 SS0471* NAD 83(1986)-  47 11 08.     (N)    110 43 42.     (W)     SCALED    
 SS0471* NAVD 88     -      1378.171  (meters)    4521.55   (feet)  ADJUSTED  
 SS0471  ___________________________________________________________________
 SS0471  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 SS0471  DYNAMIC HT  -        1377.967 (meters)    4520.88  (feet)  COMP
 SS0471  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 SS0471
 SS0471  VERT ORDER  -  SECOND    CLASS 0
 SS0471
 SS0471.The horizontal coordinates were scaled from a topographic map and have
 SS0471.an estimated accuracy of +/- 6 seconds.
 SS0471
 SS0471.The orthometric height was determined by differential leveling
 SS0471.and adjusted by the National Geodetic Survey in June 1991..
 SS0471
 SS0471.The geoid height was determined by GEOID03.
 SS0471
 SS0471.The dynamic height is computed by dividing the NAVD 88
 SS0471.geopotential number by the normal gravity value computed on the
 SS0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0471.degrees latitude (g = 980.6199 gals.).
 SS0471
 SS0471.The modeled gravity was interpolated from observed gravity values.
 SS0471
 SS0471;                    North         East    Units  Estimated Accuracy
 SS0471;SPC MT       -   326,920.      506,960.      MT  (+/- 180 meters Scaled)
 SS0471
 SS0471                          SUPERSEDED SURVEY CONTROL
 SS0471
 SS0471  NGVD 29 (??/??/92) 1377.206  (m)         4518.38   (f) ADJ UNCH    2 0
 SS0471
 SS0471.Superseded values are not recommended for survey control.
 SS0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0471.See file dsdata.txt to determine how the superseded data were derived.
 SS0471
 SS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT205258(NAD 83)
 SS0471_MARKER: DR = REFERENCE MARK DISK
 SS0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0471_STAMPING: A 4 U NO 1 1961
 SS0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0471+STABILITY: SURFACE MOTION
 SS0471
 SS0471  HISTORY     - Date     Condition        Report By
 SS0471  HISTORY     - 1961     MONUMENTED       CGS
 SS0471
 SS0471                          STATION DESCRIPTION
 SS0471
 SS0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0471'7.25 MI S FROM RAYNESFORD.
 SS0471'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0471'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0471'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 6.45 MILES SOUTH ALONG STATE
 SS0471'SECONDARY ROAD 427, IN SECTION 32, T 17 N, R 8 E, 61 FEET WEST OF THE
 SS0471'CENTER LINE OF THE ROAD, 74 FEET SOUTHEAST OF A TELEPHONE POLE, 68.8
 SS0471'FEET SOUTHEAST OF A 4 U 1961, 1 FOOT WEST OF A FENCE, ABOUT 10 FEET
 SS0471'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0471'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0472 ***********************************************************************
 SS0472  DESIGNATION -  A 4 U RM 2
 SS0472  PID         -  SS0472
 SS0472  STATE/COUNTY-  MT/JUDITH BASIN
 SS0472  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0472
 SS0472                         *CURRENT SURVEY CONTROL
 SS0472  ___________________________________________________________________
 SS0472* NAD 83(1986)-  47 11 08.     (N)    110 43 42.     (W)     SCALED    
 SS0472* NAVD 88     -      1377.054  (meters)    4517.88   (feet)  ADJUSTED  
 SS0472  ___________________________________________________________________
 SS0472  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 SS0472  DYNAMIC HT  -        1376.850 (meters)    4517.22  (feet)  COMP
 SS0472  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 SS0472
 SS0472  VERT ORDER  -  SECOND    CLASS 0
 SS0472
 SS0472.The horizontal coordinates were scaled from a topographic map and have
 SS0472.an estimated accuracy of +/- 6 seconds.
 SS0472
 SS0472.The orthometric height was determined by differential leveling
 SS0472.and adjusted by the National Geodetic Survey in June 1991..
 SS0472
 SS0472.The geoid height was determined by GEOID03.
 SS0472
 SS0472.The dynamic height is computed by dividing the NAVD 88
 SS0472.geopotential number by the normal gravity value computed on the
 SS0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0472.degrees latitude (g = 980.6199 gals.).
 SS0472
 SS0472.The modeled gravity was interpolated from observed gravity values.
 SS0472
 SS0472;                    North         East    Units  Estimated Accuracy
 SS0472;SPC MT       -   326,920.      506,960.      MT  (+/- 180 meters Scaled)
 SS0472
 SS0472                          SUPERSEDED SURVEY CONTROL
 SS0472
 SS0472  NGVD 29 (??/??/92) 1376.090  (m)         4514.72   (f) ADJ UNCH    2 0
 SS0472
 SS0472.Superseded values are not recommended for survey control.
 SS0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0472.See file dsdata.txt to determine how the superseded data were derived.
 SS0472
 SS0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT205258(NAD 83)
 SS0472_MARKER: DR = REFERENCE MARK DISK
 SS0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0472_STAMPING: A 4 U NO 2 1961
 SS0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0472+STABILITY: SURFACE MOTION
 SS0472
 SS0472  HISTORY     - Date     Condition        Report By
 SS0472  HISTORY     - 1961     MONUMENTED       CGS
 SS0472
 SS0472                          STATION DESCRIPTION
 SS0472
 SS0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0472'7.25 MI S FROM RAYNESFORD.
 SS0472'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 SS0472'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD. THENCE 0.4
 SS0472'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 6.45 MILES SOUTH ALONG STATE
 SS0472'SECONDARY ROAD 427, IN SECTION 32, T 17 N, R 8 E, 127 FEET WEST OF THE
 SS0472'CENTER LINE OF THE ROAD, 64 FEET WEST OF A FENCE, 1 FOOT NORTHEAST OF
 SS0472'A TELEPHONE POLE, 29.9 FEET SOUTHWEST OF A 4 U 1961, ABOUT 10 FEET
 SS0472'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0472'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0469 ***********************************************************************
 SS0469  DESIGNATION -  A 4 V
 SS0469  PID         -  SS0469
 SS0469  STATE/COUNTY-  MT/JUDITH BASIN
 SS0469  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0469
 SS0469                         *CURRENT SURVEY CONTROL
 SS0469  ___________________________________________________________________
 SS0469* NAD 83(1986)-  47 11 00.     (N)    110 43 16.     (W)     SCALED    
 SS0469* NAVD 88     -      1426.998  (meters)    4681.74   (feet)  ADJUSTED  
 SS0469  ___________________________________________________________________
 SS0469  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 SS0469  DYNAMIC HT  -        1426.781 (meters)    4681.03  (feet)  COMP
 SS0469  MODELED GRAV-     980,410.6   (mgal)                       NAVD 88
 SS0469
 SS0469  VERT ORDER  -  SECOND    CLASS 0
 SS0469
 SS0469.The horizontal coordinates were scaled from a topographic map and have
 SS0469.an estimated accuracy of +/- 6 seconds.
 SS0469
 SS0469.The orthometric height was determined by differential leveling
 SS0469.and adjusted by the National Geodetic Survey in June 1991..
 SS0469
 SS0469.The geoid height was determined by GEOID03.
 SS0469
 SS0469.The dynamic height is computed by dividing the NAVD 88
 SS0469.geopotential number by the normal gravity value computed on the
 SS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0469.degrees latitude (g = 980.6199 gals.).
 SS0469
 SS0469.The modeled gravity was interpolated from observed gravity values.
 SS0469
 SS0469;                    North         East    Units  Estimated Accuracy
 SS0469;SPC MT       -   326,670.      507,510.      MT  (+/- 180 meters Scaled)
 SS0469
 SS0469                          SUPERSEDED SURVEY CONTROL
 SS0469
 SS0469  NGVD 29 (??/??/92) 1426.030  (m)         4678.57   (f) ADJ UNCH    2 0
 SS0469
 SS0469.Superseded values are not recommended for survey control.
 SS0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0469.See file dsdata.txt to determine how the superseded data were derived.
 SS0469
 SS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT211255(NAD 83)
 SS0469_MARKER: DS = TRIANGULATION STATION DISK
 SS0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0469_STAMPING: A 4 V 1961
 SS0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0469+STABILITY: SURFACE MOTION
 SS0469
 SS0469  HISTORY     - Date     Condition        Report By
 SS0469  HISTORY     - 1961     MONUMENTED       CGS
 SS0469
 SS0469                          STATION DESCRIPTION
 SS0469
 SS0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0469'7.65 MI S FROM RAYNESFORD.
 SS0469'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0469'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0469'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 6.35 MILES SOUTH ALONG STATE
 SS0469'SECONDARY 427, THENCE 0.3 MILE SOUTHEAST ALONG THE NORTHEAST EDGE OF A
 SS0469'FIELD AND SOUTHWEST EDGE OF A PASTURE, THENCE 0.2 MILE EAST UP THE
 SS0469'WEST SLOPE OF A HILL TO THE TOP OF THE HILL, IN SECTION 33, T 17 N, R
 SS0469'8 E, ON THE SOUTH POINT OF THE HILL, 58.1 FEET SOUTH-SOUTHEAST OF A 4
 SS0469'V R.M. 2, 59.8 FEET SOUTHWEST OF A 4 V R.M. 1, 3.1 FEET SOUTHWEST OF A
 SS0469'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SS0469'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0470 ***********************************************************************
 SS0470  DESIGNATION -  A 4 V RM 1
 SS0470  PID         -  SS0470
 SS0470  STATE/COUNTY-  MT/JUDITH BASIN
 SS0470  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0470
 SS0470                         *CURRENT SURVEY CONTROL
 SS0470  ___________________________________________________________________
 SS0470* NAD 83(1986)-  47 11 00.     (N)    110 43 16.     (W)     SCALED    
 SS0470* NAVD 88     -      1427.210  (meters)    4682.44   (feet)  ADJUSTED  
 SS0470  ___________________________________________________________________
 SS0470  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 SS0470  DYNAMIC HT  -        1426.993 (meters)    4681.73  (feet)  COMP
 SS0470  MODELED GRAV-     980,410.6   (mgal)                       NAVD 88
 SS0470
 SS0470  VERT ORDER  -  SECOND    CLASS 0
 SS0470
 SS0470.The horizontal coordinates were scaled from a topographic map and have
 SS0470.an estimated accuracy of +/- 6 seconds.
 SS0470
 SS0470.The orthometric height was determined by differential leveling
 SS0470.and adjusted by the National Geodetic Survey in June 1991..
 SS0470
 SS0470.The geoid height was determined by GEOID03.
 SS0470
 SS0470.The dynamic height is computed by dividing the NAVD 88
 SS0470.geopotential number by the normal gravity value computed on the
 SS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0470.degrees latitude (g = 980.6199 gals.).
 SS0470
 SS0470.The modeled gravity was interpolated from observed gravity values.
 SS0470
 SS0470;                    North         East    Units  Estimated Accuracy
 SS0470;SPC MT       -   326,670.      507,510.      MT  (+/- 180 meters Scaled)
 SS0470
 SS0470                          SUPERSEDED SURVEY CONTROL
 SS0470
 SS0470  NGVD 29 (??/??/92) 1426.242  (m)         4679.26   (f) ADJ UNCH    2 0
 SS0470
 SS0470.Superseded values are not recommended for survey control.
 SS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0470.See file dsdata.txt to determine how the superseded data were derived.
 SS0470
 SS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT211255(NAD 83)
 SS0470_MARKER: DR = REFERENCE MARK DISK
 SS0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0470_STAMPING: A 4 V NO 1 1961
 SS0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0470+STABILITY: SURFACE MOTION
 SS0470
 SS0470  HISTORY     - Date     Condition        Report By
 SS0470  HISTORY     - 1961     MONUMENTED       CGS
 SS0470
 SS0470                          STATION DESCRIPTION
 SS0470
 SS0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0470'7.65 MI S FROM RAYNESFORD.
 SS0470'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0470'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0470'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 6.35 MILES SOUTH ALONG STATE
 SS0470'SECONDARY ROAD 427, THENCE 0.3 MILE SOUTHEAST ALONG THE NORTHEAST EDGE
 SS0470'OF A FIELD AND THE SOUTHWEST EDGE OF A PASTURE, THENCE 0.2 MILE EAST
 SS0470'UP THE WEST SLOPE OF A HILL TO THE TOP OF THE HILL, IN SECTION 33, T
 SS0470'17 N, R 8 E, 59.8 FEET NORTHEAST OF A 4 V 1961, AND SET IN THE TOP OF
 SS0470'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0468 ***********************************************************************
 SS0468  DESIGNATION -  A 4 V RM 2
 SS0468  PID         -  SS0468
 SS0468  STATE/COUNTY-  MT/JUDITH BASIN
 SS0468  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0468
 SS0468                         *CURRENT SURVEY CONTROL
 SS0468  ___________________________________________________________________
 SS0468* NAD 83(1986)-  47 11 00.     (N)    110 43 15.     (W)     SCALED    
 SS0468* NAVD 88     -      1427.110  (meters)    4682.11   (feet)  ADJUSTED  
 SS0468  ___________________________________________________________________
 SS0468  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 SS0468  DYNAMIC HT  -        1426.893 (meters)    4681.40  (feet)  COMP
 SS0468  MODELED GRAV-     980,410.3   (mgal)                       NAVD 88
 SS0468
 SS0468  VERT ORDER  -  SECOND    CLASS 0
 SS0468
 SS0468.The horizontal coordinates were scaled from a topographic map and have
 SS0468.an estimated accuracy of +/- 6 seconds.
 SS0468
 SS0468.The orthometric height was determined by differential leveling
 SS0468.and adjusted by the National Geodetic Survey in June 1991..
 SS0468
 SS0468.The geoid height was determined by GEOID03.
 SS0468
 SS0468.The dynamic height is computed by dividing the NAVD 88
 SS0468.geopotential number by the normal gravity value computed on the
 SS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0468.degrees latitude (g = 980.6199 gals.).
 SS0468
 SS0468.The modeled gravity was interpolated from observed gravity values.
 SS0468
 SS0468;                    North         East    Units  Estimated Accuracy
 SS0468;SPC MT       -   326,670.      507,530.      MT  (+/- 180 meters Scaled)
 SS0468
 SS0468                          SUPERSEDED SURVEY CONTROL
 SS0468
 SS0468  NGVD 29 (??/??/92) 1426.142  (m)         4678.93   (f) ADJ UNCH    2 0
 SS0468
 SS0468.Superseded values are not recommended for survey control.
 SS0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0468.See file dsdata.txt to determine how the superseded data were derived.
 SS0468
 SS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT211255(NAD 83)
 SS0468_MARKER: DR = REFERENCE MARK DISK
 SS0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0468_STAMPING: A 4 V NO 2 1961
 SS0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0468+STABILITY: SURFACE MOTION
 SS0468
 SS0468  HISTORY     - Date     Condition        Report By
 SS0468  HISTORY     - 1961     MONUMENTED       CGS
 SS0468
 SS0468                          STATION DESCRIPTION
 SS0468
 SS0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0468'7.65 MI S FROM RAYNESFORD.
 SS0468'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0468'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0468'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 6.35 MILES SOUTH ALONG STATE
 SS0468'SECONDARY ROAD 427, THENCE 0.3 MILE SOUTHEAST ALONG THE NORTHEAST EDGE
 SS0468'OF A FIELD AND THE SOUTHWEST EDGE OF A PASTURE, THENCE 0.2 MILE EAST
 SS0468'UP THE WEST SLOPE OF A HILL TO THE TOP OF THE HILL, IN SECTION 33, T
 SS0468'17 N, R 8 E, 58.1 FEET NORTH-NORTHWEST OF A 4 V 1961, AND SET IN THE
 SS0468'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0726 ***********************************************************************
 SS0726  DESIGNATION -  A 40
 SS0726  PID         -  SS0726
 SS0726  STATE/COUNTY-  MT/CASCADE
 SS0726  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS0726
 SS0726                         *CURRENT SURVEY CONTROL
 SS0726  ___________________________________________________________________
 SS0726* NAD 83(1986)-  47 30 24.     (N)    111 18 12.     (W)     SCALED    
 SS0726* NAVD 88     -      1017.070  (meters)    3336.84   (feet)  ADJUSTED  
 SS0726  ___________________________________________________________________
 SS0726  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS0726  DYNAMIC HT  -        1017.013 (meters)    3336.65  (feet)  COMP
 SS0726  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 SS0726
 SS0726  VERT ORDER  -  FIRST     CLASS II
 SS0726
 SS0726.The horizontal coordinates were scaled from a topographic map and have
 SS0726.an estimated accuracy of +/- 6 seconds.
 SS0726
 SS0726.The orthometric height was determined by differential leveling
 SS0726.and adjusted by the National Geodetic Survey in June 1991..
 SS0726.WARNING-Repeat measurements at this control monument indicate possible
 SS0726.vertical movement.
 SS0726
 SS0726.The geoid height was determined by GEOID03.
 SS0726
 SS0726.The dynamic height is computed by dividing the NAVD 88
 SS0726.geopotential number by the normal gravity value computed on the
 SS0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0726.degrees latitude (g = 980.6199 gals.).
 SS0726
 SS0726.The modeled gravity was interpolated from observed gravity values.
 SS0726
 SS0726;                    North         East    Units  Estimated Accuracy
 SS0726;SPC MT       -   363,440.      464,240.      MT  (+/- 180 meters Scaled)
 SS0726
 SS0726                          SUPERSEDED SURVEY CONTROL
 SS0726
 SS0726  NGVD 29 (??/??/92) 1016.166  (m)         3333.87   (f) ADJ UNCH    1 2
 SS0726
 SS0726.Superseded values are not recommended for survey control.
 SS0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0726.See file dsdata.txt to determine how the superseded data were derived.
 SS0726
 SS0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT771615(NAD 83)
 SS0726_MARKER: DB = BENCH MARK DISK
 SS0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0726_SP_SET: BUILDING
 SS0726_STAMPING: A 40 1931 3333.871
 SS0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SS0726+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 SS0726
 SS0726  HISTORY     - Date     Condition        Report By
 SS0726  HISTORY     - 1931     MONUMENTED       CGS
 SS0726  HISTORY     - 1961     GOOD             NGS
 SS0726  HISTORY     - 1968     GOOD             NGS
 SS0726  HISTORY     - 1980     GOOD             NGS
 SS0726  HISTORY     - 20050716 GOOD             GEOCAC
 SS0726  HISTORY     - 20060622 GOOD             GEOCAC
 SS0726
 SS0726                          STATION DESCRIPTION
 SS0726
 SS0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0726'IN GREAT FALLS.
 SS0726'AT GREAT FALLS, ALONG FIRST AVENUE NORTH, AT THE POST OFFFICE IN THE
 SS0726'TOP OF THE NORTH END OF THE STONE BALUSTRADE ON THE WEST SIDE OF THE
 SS0726'EAST ENTRANCE DOOR ON THE SOUTH SIDE OF THE BUILDING, 1.5 FEET SOUTH
 SS0726'OF THE SOUTH FACE OF THE BUILDING, AND ABOUT 6 FEET HIGHER THAN THE
 SS0726'STREET.
 SS0726
 SS0726                          STATION RECOVERY (1968)
 SS0726
 SS0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SS0726'RECOVERED IN GOOD CONDITION.
 SS0726
 SS0726                          STATION RECOVERY (1980)
 SS0726
 SS0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0726'AT THE SOUTH MAIN ENTRANCE TO THE POST OFFICE AT FIRST AVENUE
 SS0726'NORTH, SET IN TOP OF STONE LEDGE, 1.8 METER (6.0 FT) WEST OF
 SS0726'THE WEST EDGE OF THE ENTRY DOOR.
 SS0726'THE MARK IS 1.2 M ABOVE THE STREET.
 SS0726
 SS0726                          STATION RECOVERY (2005)
 SS0726
 SS0726'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 SS0726'HANDHELD COORDINATES ARE N47-30-23.76 W111-18-12.72.
 SS0726
 SS0726                          STATION RECOVERY (2006)
 SS0726
 SS0726'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 SS0726'GEOCAC FIRST REPORT.
 SS0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0378 ***********************************************************************
 SS0378  DESIGNATION -  A 41
 SS0378  PID         -  SS0378
 SS0378  STATE/COUNTY-  MT/JUDITH BASIN
 SS0378  USGS QUAD   -  BYRNE CREEK (1995)
 SS0378
 SS0378                         *CURRENT SURVEY CONTROL
 SS0378  ___________________________________________________________________
 SS0378* NAD 83(1986)-  47 17 14.     (N)    110 35 47.     (W)     SCALED    
 SS0378* NAVD 88     -      1307.977  (meters)    4291.25   (feet)  ADJUSTED  
 SS0378  ___________________________________________________________________
 SS0378  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 SS0378  DYNAMIC HT  -        1307.797 (meters)    4290.66  (feet)  COMP
 SS0378  MODELED GRAV-     980,429.2   (mgal)                       NAVD 88
 SS0378
 SS0378  VERT ORDER  -  FIRST     CLASS II
 SS0378
 SS0378.The horizontal coordinates were scaled from a topographic map and have
 SS0378.an estimated accuracy of +/- 6 seconds.
 SS0378
 SS0378.The orthometric height was determined by differential leveling
 SS0378.and adjusted by the National Geodetic Survey in June 1991..
 SS0378
 SS0378.The geoid height was determined by GEOID03.
 SS0378
 SS0378.The dynamic height is computed by dividing the NAVD 88
 SS0378.geopotential number by the normal gravity value computed on the
 SS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0378.degrees latitude (g = 980.6199 gals.).
 SS0378
 SS0378.The modeled gravity was interpolated from observed gravity values.
 SS0378
 SS0378;                    North         East    Units  Estimated Accuracy
 SS0378;SPC MT       -   338,070.      517,110.      MT  (+/- 180 meters Scaled)
 SS0378
 SS0378                          SUPERSEDED SURVEY CONTROL
 SS0378
 SS0378  NGVD 29 (??/??/92) 1307.016  (m)         4288.10   (f) ADJ UNCH    1 2
 SS0378
 SS0378.Superseded values are not recommended for survey control.
 SS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0378.See file dsdata.txt to determine how the superseded data were derived.
 SS0378
 SS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT305371(NAD 83)
 SS0378_MARKER: DB = BENCH MARK DISK
 SS0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0378_STAMPING: A 41 1931
 SS0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0378+STABILITY: SURFACE MOTION
 SS0378
 SS0378  HISTORY     - Date     Condition        Report By
 SS0378  HISTORY     - 1931     MONUMENTED       CGS
 SS0378  HISTORY     - 1961     GOOD             NGS
 SS0378
 SS0378                          STATION DESCRIPTION
 SS0378
 SS0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0378'5.3 MI W FROM GEYSER.
 SS0378'ABOUT 5.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0378'AT GEYSER, OR 7.1 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0378'THE STATION AT RAYNESFORD, IN SECTION 28, T 18 N, R 9 E, 10 RAILS EAST
 SS0378'OF A WOODEN TRESTLE, 42 FEET NORTHEAST OF MILEPOST 176, 43 FEET NORTH
 SS0378'OF THE NORTH RAIL, 212 FEET EAST OF THE SOUTHEAST CORNER OF A FENCE
 SS0378'AROUND A SET OF TRANSFORMERS, 2 1/2 FEET SOUTH OF A FENCE, 1.0 FOOT
 SS0378'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 SS0378'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0355 ***********************************************************************
 RV0355  DESIGNATION -  A 42
 RV0355  PID         -  RV0355
 RV0355  STATE/COUNTY-  MT/JUDITH BASIN
 RV0355  USGS QUAD   -  SIPPLE (1970)
 RV0355
 RV0355                         *CURRENT SURVEY CONTROL
 RV0355  ___________________________________________________________________
 RV0355* NAD 83(1986)-  46 59 24.     (N)    109 50 18.     (W)     SCALED    
 RV0355* NAVD 88     -      1242.287  (meters)    4075.74   (feet)  ADJUSTED  
 RV0355  ___________________________________________________________________
 RV0355  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 RV0355  DYNAMIC HT  -        1242.098 (meters)    4075.12  (feet)  COMP
 RV0355  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 RV0355
 RV0355  VERT ORDER  -  FIRST     CLASS II
 RV0355
 RV0355.The horizontal coordinates were scaled from a topographic map and have
 RV0355.an estimated accuracy of +/- 6 seconds.
 RV0355
 RV0355.The orthometric height was determined by differential leveling
 RV0355.and adjusted by the National Geodetic Survey in June 1991..
 RV0355
 RV0355.The geoid height was determined by GEOID03.
 RV0355
 RV0355.The dynamic height is computed by dividing the NAVD 88
 RV0355.geopotential number by the normal gravity value computed on the
 RV0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0355.degrees latitude (g = 980.6199 gals.).
 RV0355
 RV0355.The modeled gravity was interpolated from observed gravity values.
 RV0355
 RV0355;                    North         East    Units  Estimated Accuracy
 RV0355;SPC MT       -   304,520.      574,280.      MT  (+/- 180 meters Scaled)
 RV0355
 RV0355                          SUPERSEDED SURVEY CONTROL
 RV0355
 RV0355  NGVD 29 (??/??/92) 1241.36   (m)         4072.7    (f) COMPUTED    1 2
 RV0355
 RV0355.Superseded values are not recommended for survey control.
 RV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0355.See file dsdata.txt to determine how the superseded data were derived.
 RV0355
 RV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT883047(NAD 83)
 RV0355_MARKER: DB = BENCH MARK DISK
 RV0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0355_STAMPING: A 42 1931
 RV0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0355+STABILITY: SURFACE MOTION
 RV0355
 RV0355  HISTORY     - Date     Condition        Report By
 RV0355  HISTORY     - 1931     MONUMENTED       CGS
 RV0355  HISTORY     - 1961     MARK NOT FOUND   NGS
 RV0355
 RV0355                          STATION DESCRIPTION
 RV0355
 RV0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0355'2.4 MI SE FROM HOBSON.
 RV0355'2.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM HOBSON, 17
 RV0355'POLES NORTH OF MILEPOST 127, AT THE CROSSING OF THE MOORE-HOBSON ROAD,
 RV0355'50 FEET SOUTH OF THE ROAD, 35 FEET WEST OF THE TRACK, AND IN LINE WITH
 RV0355'A ROW OF POLES.  A STANDARD DISK, STAMPED A 42 1931 AND SET IN THE TOP
 RV0355'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0297 ***********************************************************************
 TL0297  DESIGNATION -  A 422
 TL0297  PID         -  TL0297
 TL0297  STATE/COUNTY-  MT/TOOLE
 TL0297  USGS QUAD   -  VIRDEN (1986)
 TL0297
 TL0297                         *CURRENT SURVEY CONTROL
 TL0297  ___________________________________________________________________
 TL0297* NAD 83(1986)-  48 31 09.     (N)    111 53 00.     (W)     SCALED    
 TL0297* NAVD 88     -      1001.356  (meters)    3285.28   (feet)  ADJUSTED  
 TL0297  ___________________________________________________________________
 TL0297  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 TL0297  DYNAMIC HT  -        1001.419 (meters)    3285.49  (feet)  COMP
 TL0297  MODELED GRAV-     980,638.5   (mgal)                       NAVD 88
 TL0297
 TL0297  VERT ORDER  -  FIRST     CLASS II
 TL0297
 TL0297.The horizontal coordinates were scaled from a topographic map and have
 TL0297.an estimated accuracy of +/- 6 seconds.
 TL0297
 TL0297.The orthometric height was determined by differential leveling
 TL0297.and adjusted by the National Geodetic Survey in June 1991..
 TL0297
 TL0297.The geoid height was determined by GEOID03.
 TL0297
 TL0297.The dynamic height is computed by dividing the NAVD 88
 TL0297.geopotential number by the normal gravity value computed on the
 TL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0297.degrees latitude (g = 980.6199 gals.).
 TL0297
 TL0297.The modeled gravity was interpolated from observed gravity values.
 TL0297
 TL0297;                    North         East    Units  Estimated Accuracy
 TL0297;SPC MT       -   477,080.      424,010.      MT  (+/- 180 meters Scaled)
 TL0297
 TL0297                          SUPERSEDED SURVEY CONTROL
 TL0297
 TL0297.No superseded survey control is available for this station.
 TL0297
 TL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU347743(NAD 83)
 TL0297_MARKER: DB = BENCH MARK DISK
 TL0297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0297_SP_SET: STAINLESS STEEL ROD
 TL0297_STAMPING: A 422 1978
 TL0297_PROJECTION: PROJECTING 10 CENTIMETERS
 TL0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0297_ROD/PIPE-DEPTH: 7.32 meters
 TL0297
 TL0297  HISTORY     - Date     Condition        Report By
 TL0297  HISTORY     - 1978     MONUMENTED       NGS
 TL0297
 TL0297                          STATION DESCRIPTION
 TL0297
 TL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0297'0.4 MI WEST FROM SHELBY.
 TL0297'0.4 MILE WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TL0297'SHELBY.  AT HIGHWAY MILE POST 278 AND A DRIVEWAY LEADING SOUTH,
 TL0297'LOCATED NEAR THE NORTHEAST EDGE OF A CEMETARY, 84 FEET SOUTHWEST OF
 TL0297'MILE POST 278, 68 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 2, 42 FEET
 TL0297'WEST OF THE CENTERLINE OF THE DRIVEWAY, 2 FEET WEST OF A POWER POLE
 TL0297'AND 2 FEET EAST OF A WITNESS POST.  DISK IS LEVEL WITH THE GROUND,
 TL0297'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0297'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0650 ***********************************************************************
 TM0650  DESIGNATION -  A 423
 TM0650  PID         -  TM0650
 TM0650  STATE/COUNTY-  MT/GLACIER
 TM0650  USGS QUAD   -  CUT BANK (1980)
 TM0650
 TM0650                         *CURRENT SURVEY CONTROL
 TM0650  ___________________________________________________________________
 TM0650* NAD 83(1986)-  48 37 45.     (N)    112 22 05.     (W)     SCALED    
 TM0650* NAVD 88     -      1144.468  (meters)    3754.81   (feet)  ADJUSTED  
 TM0650  ___________________________________________________________________
 TM0650  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0650  DYNAMIC HT  -        1144.504 (meters)    3754.93  (feet)  COMP
 TM0650  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 TM0650
 TM0650  VERT ORDER  -  FIRST     CLASS II
 TM0650
 TM0650.The horizontal coordinates were scaled from a topographic map and have
 TM0650.an estimated accuracy of +/- 6 seconds.
 TM0650
 TM0650.The orthometric height was determined by differential leveling
 TM0650.and adjusted by the National Geodetic Survey in June 1991..
 TM0650
 TM0650.The geoid height was determined by GEOID03.
 TM0650
 TM0650.The dynamic height is computed by dividing the NAVD 88
 TM0650.geopotential number by the normal gravity value computed on the
 TM0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0650.degrees latitude (g = 980.6199 gals.).
 TM0650
 TM0650.The modeled gravity was interpolated from observed gravity values.
 TM0650
 TM0650;                    North         East    Units  Estimated Accuracy
 TM0650;SPC MT       -   490,500.      388,680.      MT  (+/- 180 meters Scaled)
 TM0650
 TM0650                          SUPERSEDED SURVEY CONTROL
 TM0650
 TM0650.No superseded survey control is available for this station.
 TM0650
 TM0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU991871(NAD 83)
 TM0650_MARKER: DB = BENCH MARK DISK
 TM0650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0650_SP_SET: STAINLESS STEEL ROD
 TM0650_STAMPING: A 423 1978
 TM0650_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0650_ROD/PIPE-DEPTH: 3.66 meters
 TM0650
 TM0650  HISTORY     - Date     Condition        Report By
 TM0650  HISTORY     - 1978     MONUMENTED       NGS
 TM0650
 TM0650                          STATION DESCRIPTION
 TM0650
 TM0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0650'1.1 MI WEST FROM CUT BANK.
 TM0650'1.1 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK RIVER
 TM0650'IN CUT BANK TO HIGHWAY MILE POST 253.  STATION IS LOCATED AT A
 TM0650'DRIVEWAY AND A FENCE GATE ON THE NORTH SIDE OF THE HIGHWAY, 110 FEET
 TM0650'NORTH OF THE CENTERLINE OF HIGHWAY 2, 9 FEET EAST OF THE EAST END OF
 TM0650'A WIRE GATE, 1 FOOT SOUTH OF A FENCE LINE, AND 1 FOOT WEST OF A
 TM0650'WITNESS POST.  ROD WAS DRIVEN TO A DEPTH OF 4 FEET INTO SANDSTONE
 TM0650'BEDROCK WHICH IS VISIBLE IN A CUTBANK ACROSS THE HIGHWAY, DISK IS
 TM0650'LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 TM0650'PLASTIC SCREW PLUG.
 TM0650'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0681 ***********************************************************************
 TM0681  DESIGNATION -  A 424
 TM0681  PID         -  TM0681
 TM0681  STATE/COUNTY-  MT/GLACIER
 TM0681  USGS QUAD   -  BLACKFOOT (1968)
 TM0681
 TM0681                         *CURRENT SURVEY CONTROL
 TM0681  ___________________________________________________________________
 TM0681* NAD 83(1986)-  48 32 14.     (N)    112 56 44.     (W)     SCALED    
 TM0681* NAVD 88     -      1314.521  (meters)    4312.72   (feet)  ADJUSTED  
 TM0681  ___________________________________________________________________
 TM0681  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 TM0681  DYNAMIC HT  -        1314.488 (meters)    4312.62  (feet)  COMP
 TM0681  MODELED GRAV-     980,539.6   (mgal)                       NAVD 88
 TM0681
 TM0681  VERT ORDER  -  FIRST     CLASS II
 TM0681
 TM0681.The horizontal coordinates were scaled from a topographic map and have
 TM0681.an estimated accuracy of +/- 6 seconds.
 TM0681
 TM0681.The orthometric height was determined by differential leveling
 TM0681.and adjusted by the National Geodetic Survey in June 1991..
 TM0681
 TM0681.The geoid height was determined by GEOID03.
 TM0681
 TM0681.The dynamic height is computed by dividing the NAVD 88
 TM0681.geopotential number by the normal gravity value computed on the
 TM0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0681.degrees latitude (g = 980.6199 gals.).
 TM0681
 TM0681.The modeled gravity was interpolated from observed gravity values.
 TM0681
 TM0681;                    North         East    Units  Estimated Accuracy
 TM0681;SPC MT       -   482,010.      345,700.      MT  (+/- 180 meters Scaled)
 TM0681
 TM0681                          SUPERSEDED SURVEY CONTROL
 TM0681
 TM0681.No superseded survey control is available for this station.
 TM0681
 TM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU563778(NAD 83)
 TM0681_MARKER: DB = BENCH MARK DISK
 TM0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0681_SP_SET: STAINLESS STEEL ROD
 TM0681_STAMPING: A 424 1978
 TM0681_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0681_ROD/PIPE-DEPTH: 6.10 meters
 TM0681
 TM0681  HISTORY     - Date     Condition        Report By
 TM0681  HISTORY     - 1978     MONUMENTED       NGS
 TM0681
 TM0681                          STATION DESCRIPTION
 TM0681
 TM0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0681'4.8 MI EAST FROM BROWNING.
 TM0681'4.85 MILES EAST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0681'BROWNING.  AT HIGHWAY MILE POST 225 AND AT THE Y JUNCTION OF THE
 TM0681'FENCE LINES ON THE NORTHWEST SIDE OF THE HIGHWAY, 96 FEET NORTHEAST
 TM0681'OF THE HEADWALL FOR A DOUBLE CULVERT, 45 FEET NORTHWEST OF THE
 TM0681'CENTERLINE OF HIGHWAY 2, 3 FEET NORTHEAST OF THE Y JUNCTION AND 2
 TM0681'FEET SOUTHWEST OF A WITNESS POST.  ROD WAS DRIVEN TO REFUSAL AT A
 TM0681'DEPTH OF 20 FEET, DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 TM0681'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TM0681'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0401 ***********************************************************************
 QY0401  DESIGNATION -  A 425
 QY0401  PID         -  QY0401
 QY0401  STATE/COUNTY-  MT/SILVER BOW
 QY0401  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0401
 QY0401                         *CURRENT SURVEY CONTROL
 QY0401  ___________________________________________________________________
 QY0401* NAD 83(1986)-  45 59 36.     (N)    112 33 15.     (W)     SCALED    
 QY0401* NAVD 88     -      1660.483  (meters)    5447.77   (feet)  ADJUSTED  
 QY0401  ___________________________________________________________________
 QY0401  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 QY0401  DYNAMIC HT  -        1659.836 (meters)    5445.65  (feet)  COMP
 QY0401  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 QY0401  OBS GRAVITY -     980,170.9   (mgal)                       GRAV_OBS
 QY0401
 QY0401  VERT ORDER  -  FIRST     CLASS II
 QY0401
 QY0401.The horizontal coordinates were scaled from a topographic map and have
 QY0401.an estimated accuracy of +/- 6 seconds.
 QY0401
 QY0401.The orthometric height was determined by differential leveling
 QY0401.and adjusted by the National Geodetic Survey in June 1991..
 QY0401
 QY0401.The geoid height was determined by GEOID03.
 QY0401
 QY0401.The dynamic height is computed by dividing the NAVD 88
 QY0401.geopotential number by the normal gravity value computed on the
 QY0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0401.degrees latitude (g = 980.6199 gals.).
 QY0401
 QY0401.The modeled gravity was interpolated from observed gravity values.
 QY0401.The observed gravity was obtained from relative gravimeter ties
 QY0401.to the IGSN71 gravity network.
 QY0401
 QY0401;                    North         East    Units  Estimated Accuracy
 QY0401;SPC MT       -   198,350.      363,550.      MT  (+/- 180 meters Scaled)
 QY0401
 QY0401                          SUPERSEDED SURVEY CONTROL
 QY0401
 QY0401.No superseded survey control is available for this station.
 QY0401
 QY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR796944(NAD 83)
 QY0401_MARKER: I = METAL ROD
 QY0401_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QY0401_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QY0401_STAMPING: A 425 1978
 QY0401_MARK LOGO: NGS   
 QY0401_PROJECTION: FLUSH
 QY0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0401+STABILITY: POSITION/ELEVATION WELL
 QY0401_ROD/PIPE-DEPTH: 7.01 meters
 QY0401_SLEEVE-DEPTH  : 4.57 meters
 QY0401
 QY0401  HISTORY     - Date     Condition        Report By
 QY0401  HISTORY     - 1978     MONUMENTED       NGS
 QY0401  HISTORY     - 1979     GOOD             NGS
 QY0401  HISTORY     - 1982     GOOD             NGS
 QY0401
 QY0401                          STATION DESCRIPTION
 QY0401
 QY0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QY0401'000
 QY0401'0.75 MILE WEST ALONG INTERSTATE 90 FROM THE MONTANA STREET UNDERPASS
 QY0401'AT BUTTE, ALSO ABOUT 0.3 MILE WEST OF AN OVERPASS OVER THE CHICAGO,
 QY0401'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACKS AND NEAR SOME BRACE
 QY0401'POLES IN THE FENCE LINE, 0.4 MILE WEST OF HIGHWAY MILE POST 126, 73
 QY0401'FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 QY0401'5 FEET SOUTH OF THE FENCE.
 QY0401'THE MARK IS 5 FT  S FROM A WITNESS POST.
 QY0401'THE MARK IS 4 FT BELOW HIGHWAY.
 QY0401
 QY0401                          STATION RECOVERY (1979)
 QY0401
 QY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QY0401'THE ORIGINAL DESCRIPTION IS IN LINE 257, REGION 5.
 QY0401
 QY0401                          STATION RECOVERY (1982)
 QY0401
 QY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QY0401'0.7 MI WEST FROM BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0707 ***********************************************************************
 TM0707  DESIGNATION -  A 426
 TM0707  PID         -  TM0707
 TM0707  STATE/COUNTY-  MT/GLACIER
 TM0707  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM0707
 TM0707                         *CURRENT SURVEY CONTROL
 TM0707  ___________________________________________________________________
 TM0707* NAD 83(1986)-  48 24 25.     (N)    113 14 26.     (W)     SCALED    
 TM0707* NAVD 88     -      1467.364  (meters)    4814.18   (feet)  ADJUSTED  
 TM0707  ___________________________________________________________________
 TM0707  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 TM0707  DYNAMIC HT  -        1467.264 (meters)    4813.85  (feet)  COMP
 TM0707  MODELED GRAV-     980,490.6   (mgal)                       NAVD 88
 TM0707
 TM0707  VERT ORDER  -  FIRST     CLASS II
 TM0707
 TM0707.The horizontal coordinates were scaled from a topographic map and have
 TM0707.an estimated accuracy of +/- 6 seconds.
 TM0707
 TM0707.The orthometric height was determined by differential leveling
 TM0707.and adjusted by the National Geodetic Survey in June 1991..
 TM0707
 TM0707.The geoid height was determined by GEOID03.
 TM0707
 TM0707.The dynamic height is computed by dividing the NAVD 88
 TM0707.geopotential number by the normal gravity value computed on the
 TM0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0707.degrees latitude (g = 980.6199 gals.).
 TM0707
 TM0707.The modeled gravity was interpolated from observed gravity values.
 TM0707
 TM0707;                    North         East    Units  Estimated Accuracy
 TM0707;SPC MT       -   468,540.      323,250.      MT  (+/- 180 meters Scaled)
 TM0707
 TM0707                          SUPERSEDED SURVEY CONTROL
 TM0707
 TM0707.No superseded survey control is available for this station.
 TM0707
 TM0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU341639(NAD 83)
 TM0707_MARKER: DB = BENCH MARK DISK
 TM0707_SETTING: 66 = SET IN ROCK OUTCROP
 TM0707_SP_SET: ROCK OUTCROP
 TM0707_STAMPING: A 426 1978
 TM0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0707+STABILITY: POSITION/ELEVATION WELL
 TM0707
 TM0707  HISTORY     - Date     Condition        Report By
 TM0707  HISTORY     - 1978     MONUMENTED       NGS
 TM0707
 TM0707                          STATION DESCRIPTION
 TM0707
 TM0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0707'3.2 MI SW FROM EAST GLACIER.
 TM0707'3.2 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0707'EAST GLACIER.  AT THE ENTRANCE TO FIREBRAND R.V. PARK, AND AT THE
 TM0707'CUTBANK NORTHEAST OF THE ENTRANCE.  SET IN THE LOWER PORTION AND
 TM0707'CENTER OF THE CUTBANK, 0.1 MILE NORTHEAST OF HIGHWAY MILE POST 206,
 TM0707'40 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 2, 42 FEET NORTHEAST
 TM0707'OF THE SOUTHWEST END OF THE CUTBANK, AND 1 FOOT SOUTHEAST OF A
 TM0707'WITNESS POST.
 TM0707'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0736 ***********************************************************************
 TM0736  DESIGNATION -  A 427
 TM0736  PID         -  TM0736
 TM0736  STATE/COUNTY-  MT/FLATHEAD
 TM0736  USGS QUAD   -  ESSEX (1994)
 TM0736
 TM0736                         *CURRENT SURVEY CONTROL
 TM0736  ___________________________________________________________________
 TM0736* NAD 83(1986)-  48 15 59.     (N)    113 35 18.     (W)     SCALED    
 TM0736* NAVD 88     -      1185.209  (meters)    3888.47   (feet)  ADJUSTED  
 TM0736  ___________________________________________________________________
 TM0736  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 TM0736  DYNAMIC HT  -        1185.130 (meters)    3888.21  (feet)  COMP
 TM0736  MODELED GRAV-     980,504.2   (mgal)                       NAVD 88
 TM0736
 TM0736  VERT ORDER  -  FIRST     CLASS II
 TM0736
 TM0736.The horizontal coordinates were scaled from a topographic map and have
 TM0736.an estimated accuracy of +/- 6 seconds.
 TM0736
 TM0736.The orthometric height was determined by differential leveling
 TM0736.and adjusted by the National Geodetic Survey in June 1991..
 TM0736
 TM0736.The geoid height was determined by GEOID03.
 TM0736
 TM0736.The dynamic height is computed by dividing the NAVD 88
 TM0736.geopotential number by the normal gravity value computed on the
 TM0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0736.degrees latitude (g = 980.6199 gals.).
 TM0736
 TM0736.The modeled gravity was interpolated from observed gravity values.
 TM0736
 TM0736;                    North         East    Units  Estimated Accuracy
 TM0736;SPC MT       -   454,220.      296,730.      MT  (+/- 180 meters Scaled)
 TM0736
 TM0736                          SUPERSEDED SURVEY CONTROL
 TM0736
 TM0736.No superseded survey control is available for this station.
 TM0736
 TM0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU079491(NAD 83)
 TM0736_MARKER: DB = BENCH MARK DISK
 TM0736_SETTING: 66 = SET IN ROCK OUTCROP
 TM0736_SP_SET: ROCK OUTCROP
 TM0736_STAMPING: A 427 1978
 TM0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0736+STABILITY: POSITION/ELEVATION WELL
 TM0736
 TM0736  HISTORY     - Date     Condition        Report By
 TM0736  HISTORY     - 1978     MONUMENTED       NGS
 TM0736
 TM0736                          STATION DESCRIPTION
 TM0736
 TM0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0736'26.7 MI SW FROM EAST GLACIER.
 TM0736'26.7 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0736'EAST GLACIER, 0.7 MILE NORTHWEST OF THE BRIDGE AT GOAT LICK.  AT THE
 TM0736'EAST END AND ACROSS THE HIGHWAY FROM A PULL OFF AREA,
 TM0736'SET VERTICALLY IN THE SOUTH FACE AND ABOUT THE CENTER OF A
 TM0736'TAPERING BEDROCK CUT, 130 FEET EAST OF THE WEST END OF THE CUT,
 TM0736'24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT LOWER
 TM0736'THAN THE WITNESS POST.
 TM0736'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0421 ***********************************************************************
 TN0421  DESIGNATION -  A 428
 TN0421  PID         -  TN0421
 TN0421  STATE/COUNTY-  MT/FLATHEAD
 TN0421  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0421
 TN0421                         *CURRENT SURVEY CONTROL
 TN0421  ___________________________________________________________________
 TN0421* NAD 83(1986)-  48 21 48.     (N)    114 13 05.     (W)     SCALED    
 TN0421* NAVD 88     -       930.921  (meters)    3054.20   (feet)  ADJUSTED  
 TN0421  ___________________________________________________________________
 TN0421  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TN0421  DYNAMIC HT  -         930.906 (meters)    3054.15  (feet)  COMP
 TN0421  MODELED GRAV-     980,564.6   (mgal)                       NAVD 88
 TN0421
 TN0421  VERT ORDER  -  FIRST     CLASS II
 TN0421
 TN0421.The horizontal coordinates were scaled from a topographic map and have
 TN0421.an estimated accuracy of +/- 6 seconds.
 TN0421
 TN0421.The orthometric height was determined by differential leveling
 TN0421.and adjusted by the National Geodetic Survey in June 1991..
 TN0421
 TN0421.The geoid height was determined by GEOID03.
 TN0421
 TN0421.The dynamic height is computed by dividing the NAVD 88
 TN0421.geopotential number by the normal gravity value computed on the
 TN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0421.degrees latitude (g = 980.6199 gals.).
 TN0421
 TN0421.The modeled gravity was interpolated from observed gravity values.
 TN0421
 TN0421;                    North         East    Units  Estimated Accuracy
 TN0421;SPC MT       -   467,600.      250,720.      MT  (+/- 180 meters Scaled)
 TN0421
 TN0421                          SUPERSEDED SURVEY CONTROL
 TN0421
 TN0421.No superseded survey control is available for this station.
 TN0421
 TN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP060604(NAD 83)
 TN0421_MARKER: DB = BENCH MARK DISK
 TN0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0421_SP_SET: STAINLESS STEEL ROD
 TN0421_STAMPING: A 428 1979
 TN0421_PROJECTION: FLUSH
 TN0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0421_ROD/PIPE-DEPTH: 3.05 meters
 TN0421
 TN0421  HISTORY     - Date     Condition        Report By
 TN0421  HISTORY     - 1979     MONUMENTED       NGS
 TN0421
 TN0421                          STATION DESCRIPTION
 TN0421
 TN0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0421'1.1 MI SW FROM COLUMBIA FALLS.
 TN0421'0.75 MILE SOUTH ALONG VETERAN DRIVE FROM THE JUNCTION OF THE
 TN0421'BURLINGTON NORTHERN RAILROAD AND STATE HIGHWAY 40 IN COLUMBIA FALLS,
 TN0421'THENCE 0.35 MILE WEST ALONG TALBOT TO THE ENTRANCE OF SAINT RICHARDS
 TN0421'CEMETERY, SET IN THE APPROXIMATE CENTER OF THE EAST 1 OF 2 CONCRETE
 TN0421'MONUMENTS, 15 FEET EAST OF THE CENTERLINE OF THE ENTRANCE, 0.5 MILE
 TN0421'EAST OF THE JUNCTION OF TALBOT AND SOUTH HILLTOP, 0.25 MILE WEST OF
 TN0421'THE JUNCTION OF THE BURLINGTON NORTHERN RAILROAD AND TALBOT DRIVE AND
 TN0421'30 FEET SOUTH OF THE CENTERLINE OF TALBOT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1311 ***********************************************************************
 SS1311  DESIGNATION -  A 429
 SS1311  PID         -  SS1311
 SS1311  STATE/COUNTY-  MT/PONDERA
 SS1311  USGS QUAD   -  COLLINS (1987)
 SS1311
 SS1311                         *CURRENT SURVEY CONTROL
 SS1311  ___________________________________________________________________
 SS1311* NAD 83(1986)-  47 59 52.     (N)    111 47 33.     (W)     SCALED    
 SS1311* NAVD 88     -      1066.386  (meters)    3498.63   (feet)  ADJUSTED  
 SS1311  ___________________________________________________________________
 SS1311  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SS1311  DYNAMIC HT  -        1066.369 (meters)    3498.58  (feet)  COMP
 SS1311  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 SS1311
 SS1311  VERT ORDER  -  FIRST     CLASS II
 SS1311
 SS1311.The horizontal coordinates were scaled from a topographic map and have
 SS1311.an estimated accuracy of +/- 6 seconds.
 SS1311
 SS1311.The orthometric height was determined by differential leveling
 SS1311.and adjusted by the National Geodetic Survey in June 1991..
 SS1311
 SS1311.The geoid height was determined by GEOID03.
 SS1311
 SS1311.The dynamic height is computed by dividing the NAVD 88
 SS1311.geopotential number by the normal gravity value computed on the
 SS1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1311.degrees latitude (g = 980.6199 gals.).
 SS1311
 SS1311.The modeled gravity was interpolated from observed gravity values.
 SS1311
 SS1311;                    North         East    Units  Estimated Accuracy
 SS1311;SPC MT       -   418,950.      429,020.      MT  (+/- 180 meters Scaled)
 SS1311
 SS1311                          SUPERSEDED SURVEY CONTROL
 SS1311
 SS1311.No superseded survey control is available for this station.
 SS1311
 SS1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU408163(NAD 83)
 SS1311_MARKER: DB = BENCH MARK DISK
 SS1311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1311_SP_SET: STAINLESS STEEL ROD
 SS1311_STAMPING: A 429 1979
 SS1311_PROJECTION: FLUSH
 SS1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1311_ROD/PIPE-DEPTH: 7.01 meters
 SS1311
 SS1311  HISTORY     - Date     Condition        Report By
 SS1311  HISTORY     - 1979     MONUMENTED       NGS
 SS1311
 SS1311                          STATION DESCRIPTION
 SS1311
 SS1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1311'3.2 MI SOUTH FROM BRADY.
 SS1311'3.2 MILES SOUTH ALONG U.S. INTERSTATE HIGHWAY 15 FROM THE STATE
 SS1311'HIGHWAY 365 OVERPASS IN BRADY, 141.9 FEET SOUTH OF MILE MARKER
 SS1311'NUMBER 325, 70.8 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 SS1311'LANES OF THE HIGHWAY, 10.5 FEET EAST OF A POWER POLE, AND 1.8 FEET
 SS1311'EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 23 FEET.  ACCESS TO
 SS1311'DISK IS THROUGH A 4 INCH SCREW PLUG.
 SS1311'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SS1311'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0203 ***********************************************************************
 RV0203  DESIGNATION -  A 43
 RV0203  PID         -  RV0203
 RV0203  STATE/COUNTY-  MT/WHEATLAND
 RV0203  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0203
 RV0203                         *CURRENT SURVEY CONTROL
 RV0203  ___________________________________________________________________
 RV0203* NAD 83(1986)-  46 25 52.     (N)    109 25 07.     (W)     SCALED    
 RV0203* NAVD 88     -      1192.269  (meters)    3911.64   (feet)  ADJUSTED  
 RV0203  ___________________________________________________________________
 RV0203  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 RV0203  DYNAMIC HT  -        1192.052 (meters)    3910.92  (feet)  COMP
 RV0203  MODELED GRAV-     980,391.1   (mgal)                       NAVD 88
 RV0203
 RV0203  VERT ORDER  -  FIRST     CLASS II
 RV0203
 RV0203.The horizontal coordinates were scaled from a topographic map and have
 RV0203.an estimated accuracy of +/- 6 seconds.
 RV0203
 RV0203.The orthometric height was determined by differential leveling
 RV0203.and adjusted by the National Geodetic Survey in June 1991..
 RV0203.WARNING-Repeat measurements at this control monument indicate possible
 RV0203.vertical movement.
 RV0203
 RV0203.The geoid height was determined by GEOID03.
 RV0203
 RV0203.The dynamic height is computed by dividing the NAVD 88
 RV0203.geopotential number by the normal gravity value computed on the
 RV0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0203.degrees latitude (g = 980.6199 gals.).
 RV0203
 RV0203.The modeled gravity was interpolated from observed gravity values.
 RV0203
 RV0203;                    North         East    Units  Estimated Accuracy
 RV0203;SPC MT       -   242,380.      606,250.      MT  (+/- 180 meters Scaled)
 RV0203
 RV0203                          SUPERSEDED SURVEY CONTROL
 RV0203
 RV0203  NGVD 29 (??/??/92) 1191.387  (m)         3908.74   (f) ADJ UNCH    1 2
 RV0203
 RV0203.Superseded values are not recommended for survey control.
 RV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0203.See file dsdata.txt to determine how the superseded data were derived.
 RV0203
 RV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS214431(NAD 83)
 RV0203_MARKER: DB = BENCH MARK DISK
 RV0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0203_SP_SET: CULVERT
 RV0203_STAMPING: A 43 1931
 RV0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0203
 RV0203  HISTORY     - Date     Condition        Report By
 RV0203  HISTORY     - 1931     MONUMENTED       CGS
 RV0203  HISTORY     - 1962     GOOD             NGS
 RV0203
 RV0203                          STATION DESCRIPTION
 RV0203
 RV0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0203'4.3 MI SE FROM HEDGESVILLE.
 RV0203'4.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0203'CROSSING AT HEDGESVILLE, AT A PRIVATE ROAD CROSSING, IN THE TOP OF THE
 RV0203'CENTER OF THE NORTH-NORTHEAST CONCRETE HEAD WALL OF 5- BY 8-FOOT
 RV0203'CONCRETE BOX CULVERT 77.55, 13 FEET NORTH-NORTHEAST OF THE NEAR RAIL,
 RV0203'AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1282 ***********************************************************************
 SS1282  DESIGNATION -  A 430
 SS1282  PID         -  SS1282
 SS1282  STATE/COUNTY-  MT/CASCADE
 SS1282  USGS QUAD   -  VAUGHN NE (1994)
 SS1282
 SS1282                         *CURRENT SURVEY CONTROL
 SS1282  ___________________________________________________________________
 SS1282* NAD 83(1986)-  47 38 41.     (N)    111 35 37.     (W)     SCALED    
 SS1282* NAVD 88     -      1150.520  (meters)    3774.66   (feet)  ADJUSTED  
 SS1282  ___________________________________________________________________
 SS1282  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 SS1282  DYNAMIC HT  -        1150.452 (meters)    3774.44  (feet)  COMP
 SS1282  MODELED GRAV-     980,513.1   (mgal)                       NAVD 88
 SS1282
 SS1282  VERT ORDER  -  FIRST     CLASS II
 SS1282
 SS1282.The horizontal coordinates were scaled from a topographic map and have
 SS1282.an estimated accuracy of +/- 6 seconds.
 SS1282
 SS1282.The orthometric height was determined by differential leveling
 SS1282.and adjusted by the National Geodetic Survey in June 1991..
 SS1282
 SS1282.The geoid height was determined by GEOID03.
 SS1282
 SS1282.The dynamic height is computed by dividing the NAVD 88
 SS1282.geopotential number by the normal gravity value computed on the
 SS1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1282.degrees latitude (g = 980.6199 gals.).
 SS1282
 SS1282.The modeled gravity was interpolated from observed gravity values.
 SS1282
 SS1282;                    North         East    Units  Estimated Accuracy
 SS1282;SPC MT       -   379,320.      442,800.      MT  (+/- 180 meters Scaled)
 SS1282
 SS1282                          SUPERSEDED SURVEY CONTROL
 SS1282
 SS1282.No superseded survey control is available for this station.
 SS1282
 SS1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT554769(NAD 83)
 SS1282_MARKER: DB = BENCH MARK DISK
 SS1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1282_SP_SET: STAINLESS STEEL ROD
 SS1282_STAMPING: A 430 1979
 SS1282_PROJECTION: FLUSH
 SS1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1282_ROD/PIPE-DEPTH: 3.35 meters
 SS1282
 SS1282  HISTORY     - Date     Condition        Report By
 SS1282  HISTORY     - 1979     MONUMENTED       NGS
 SS1282
 SS1282                          STATION DESCRIPTION
 SS1282
 SS1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1282'6.6 MI NORTH FROM VAUGHN.
 SS1282'6.6 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM U.S. HIGHWAY 89 AND
 SS1282'EXIT 290 OVERPASS LEADING INTO VAUGHN, 154 FEET NORTH OF MILE MARKER
 SS1282'NUMBER 297, 129 FEET NORTH OF THE WEST SUPPORT LEG OF A SIGN (JCT
 SS1282'U.S. 89 AND 200 7 GREAT FALLS 18), 68 FEET WEST OF THE CENTERLINE OF
 SS1282'THE SOUTH BOUND LANES OF THE HIGHWAY, 29 FEET NORTH OF A 4X4 INCH BY
 SS1282'2 FOOT STATE HIGHWAY STATION MARK NUMBER 1550, AND 2 FEET EAST OF A
 SS1282'FENCE.  NOTE=REFUSAL WAS REACHED AT 11 FEET.  ACCESS TO DISK IS
 SS1282'THROUGH A 4 INCH SCREW PLUG.
 SS1282'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
 SS1282'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH8965 ***********************************************************************
 DH8965  DESIGNATION -  A 431 RESET
 DH8965  PID         -  DH8965
 DH8965  STATE/COUNTY-  MT/LIBERTY
 DH8965  USGS QUAD   -  GALATA (1970)
 DH8965
 DH8965                         *CURRENT SURVEY CONTROL
 DH8965  ___________________________________________________________________
 DH8965* NAD 83(1986)-  48 28 03.     (N)    111 15 14.     (W)     SCALED    
 DH8965* NAVD 88     -      1004.93   (meters)    3297.0    (feet)  RESET     
 DH8965  ___________________________________________________________________
 DH8965  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 DH8965
 DH8965  VERT ORDER  -  THIRD
 DH8965
 DH8965.The horizontal coordinates were scaled from a topographic map and have
 DH8965.an estimated accuracy of +/- 6 seconds.
 DH8965
 DH8965.The orthometric height was computed from unverified reset data.
 DH8965.No vertical observational check was made to the station.
 DH8965
 DH8965.The geoid height was determined by GEOID03.
 DH8965
 DH8965;                    North         East    Units  Estimated Accuracy
 DH8965;SPC MT       -   470,110.      470,350.      MT  (+/- 180 meters Scaled)
 DH8965
 DH8965                          SUPERSEDED SURVEY CONTROL
 DH8965
 DH8965.No superseded survey control is available for this station.
 DH8965
 DH8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU812682(NAD 83)
 DH8965_MARKER: F = FLANGE-ENCASED ROD
 DH8965_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8965_STAMPING: A 431 RESET 2005
 DH8965_MARK LOGO: NGS   
 DH8965_PROJECTION: FLUSH
 DH8965_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8965_ROD/PIPE-DEPTH: 6.7  meters
 DH8965
 DH8965  HISTORY     - Date     Condition        Report By
 DH8965  HISTORY     - 2005     MONUMENTED       MTDOT
 DH8965
 DH8965                          STATION DESCRIPTION
 DH8965
 DH8965'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2005 (DDB)
 DH8965'14.1 MILES (22.7 KM) WEST ALONG US HIGHWAY 2 FROM THE RAILROAD STATION
 DH8965'IN CHESTER, 144.0 FEET (43.9 M) EAST OF CENTERLINE OF APPROACH ROAD,
 DH8965'90.0 FEET (27.4 M) NORTH OF US HIGHWAY 2 CENTERLINE, 46.8 FEET (14.3
 DH8965'M) SOUTH OF SOUTH RAIL ON BURLINGTON NORTHERN SANTA FE RAIL LINE, TWO
 DH8965'FEET SOUTH OF NGS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0378 ***********************************************************************
 TL0378  DESIGNATION -  A 432
 TL0378  PID         -  TL0378
 TL0378  STATE/COUNTY-  MT/TOOLE
 TL0378  USGS QUAD   -  OILMONT (1986)
 TL0378
 TL0378                         *CURRENT SURVEY CONTROL
 TL0378  ___________________________________________________________________
 TL0378* NAD 83(1986)-  48 42 36.     (N)    111 51 51.     (W)     SCALED    
 TL0378* NAVD 88     -      1045.591  (meters)    3430.41   (feet)  ADJUSTED  
 TL0378  ___________________________________________________________________
 TL0378  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 TL0378  DYNAMIC HT  -        1045.683 (meters)    3430.71  (feet)  COMP
 TL0378  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 TL0378
 TL0378  VERT ORDER  -  FIRST     CLASS II
 TL0378
 TL0378.The horizontal coordinates were scaled from a topographic map and have
 TL0378.an estimated accuracy of +/- 6 seconds.
 TL0378
 TL0378.The orthometric height was determined by differential leveling
 TL0378.and adjusted by the National Geodetic Survey in June 1991..
 TL0378
 TL0378.The geoid height was determined by GEOID03.
 TL0378
 TL0378.The dynamic height is computed by dividing the NAVD 88
 TL0378.geopotential number by the normal gravity value computed on the
 TL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0378.degrees latitude (g = 980.6199 gals.).
 TL0378
 TL0378.The modeled gravity was interpolated from observed gravity values.
 TL0378
 TL0378;                    North         East    Units  Estimated Accuracy
 TL0378;SPC MT       -   498,250.      426,060.      MT  (+/- 180 meters Scaled)
 TL0378
 TL0378                          SUPERSEDED SURVEY CONTROL
 TL0378
 TL0378.No superseded survey control is available for this station.
 TL0378
 TL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU364955(NAD 83)
 TL0378_MARKER: DB = BENCH MARK DISK
 TL0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0378_SP_SET: STAINLESS STEEL ROD
 TL0378_STAMPING: A 432 1978
 TL0378_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0378_ROD/PIPE-DEPTH: 4.88 meters
 TL0378
 TL0378  HISTORY     - Date     Condition        Report By
 TL0378  HISTORY     - 1978     MONUMENTED       NGS
 TL0378
 TL0378                          STATION DESCRIPTION
 TL0378
 TL0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0378'13.7 MI NORTH FROM SHELBY.
 TL0378'13.7 MILES NORTH ALONG INTERSTATE 15 FROM ITS INTERSECTION WITH
 TL0378'U.S. HIGHWAY 2 IN SHELBY, 0.2 MILE NORTH OF MILE POST 377, AT THE
 TL0378'SOUTHEAST CORNER OF AN INTERSECTION WITH A DIRT CROSS ROAD, 168 FEET
 TL0378'EAST OF THE CENTERLINE OF INTERSTATE 15, 14.5 FEET SOUTH OF THE
 TL0378'CENTERLINE OF THE DIRT ROAD, 1 FOOT WEST OF THE EAST RIGHT OF WAY
 TL0378'FENCE, AND 1 FOOT NORTH OF A WITNESS POST.  DISK IS SET LEVEL WITH THE
 TL0378'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0378'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0378'THE MARK IS 1 FT BELOW HIGHWAY 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0337 ***********************************************************************
 TL0337  DESIGNATION -  A 433
 TL0337  PID         -  TL0337
 TL0337  STATE/COUNTY-  MT/PONDERA
 TL0337  USGS QUAD   -  LEDGER NW (1967)
 TL0337
 TL0337                         *CURRENT SURVEY CONTROL
 TL0337  ___________________________________________________________________
 TL0337* NAD 83(1986)-  48 23 17.     (N)    111 55 27.     (W)     SCALED    
 TL0337* NAVD 88     -      1045.253  (meters)    3429.30   (feet)  ADJUSTED  
 TL0337  ___________________________________________________________________
 TL0337  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 TL0337  DYNAMIC HT  -        1045.295 (meters)    3429.44  (feet)  COMP
 TL0337  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 TL0337  OBS GRAVITY -     980,616.2   (mgal)                       GRAV_OBS
 TL0337
 TL0337  VERT ORDER  -  FIRST     CLASS II
 TL0337
 TL0337.The horizontal coordinates were scaled from a topographic map and have
 TL0337.an estimated accuracy of +/- 6 seconds.
 TL0337
 TL0337.The orthometric height was determined by differential leveling
 TL0337.and adjusted by the National Geodetic Survey in June 1991..
 TL0337
 TL0337.The geoid height was determined by GEOID03.
 TL0337
 TL0337.The dynamic height is computed by dividing the NAVD 88
 TL0337.geopotential number by the normal gravity value computed on the
 TL0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0337.degrees latitude (g = 980.6199 gals.).
 TL0337
 TL0337.The modeled gravity was interpolated from observed gravity values.
 TL0337.The observed gravity was obtained from relative gravimeter ties
 TL0337.to the IGSN71 gravity network.
 TL0337
 TL0337;                    North         East    Units  Estimated Accuracy
 TL0337;SPC MT       -   462,610.      420,540.      MT  (+/- 180 meters Scaled)
 TL0337
 TL0337                          SUPERSEDED SURVEY CONTROL
 TL0337
 TL0337.No superseded survey control is available for this station.
 TL0337
 TL0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU315598(NAD 83)
 TL0337_MARKER: DB = BENCH MARK DISK
 TL0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0337_SP_SET: STAINLESS STEEL ROD
 TL0337_STAMPING: A 433 1978
 TL0337_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0337_ROD/PIPE-DEPTH: 7.32 meters
 TL0337
 TL0337  HISTORY     - Date     Condition        Report By
 TL0337  HISTORY     - 1978     MONUMENTED       NGS
 TL0337
 TL0337                          STATION DESCRIPTION
 TL0337
 TL0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0337'9.4 MI SOUTH FROM SHELBY.
 TL0337'9.4 MILES SOUTH ALONG INTERSTATE 15 FROM THE OVERPASS AT HIGHWAY 2 IN
 TL0337'SHELBY, AT MILE POST 354, AT AN ANGLE IN THE WEST RIGHT OF WAY FENCE,
 TL0337'97.5 FEET WEST OF INTERSTATE 15 SOUTH BOUND, AND 1 FOOT EAST OF THE
 TL0337'WEST RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS IS
 TL0337'THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0337'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0337'THE MARK IS 3 FT ABOVE INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0445 ***********************************************************************
 TL0445  DESIGNATION -  A 434
 TL0445  PID         -  TL0445
 TL0445  STATE/COUNTY-  MT/TOOLE
 TL0445  USGS QUAD   -  DEVON (1970)
 TL0445
 TL0445                         *CURRENT SURVEY CONTROL
 TL0445  ___________________________________________________________________
 TL0445* NAD 83(1986)-  48 27 39.     (N)    111 26 59.     (W)     SCALED    
 TL0445* NAVD 88     -       944.711  (meters)    3099.44   (feet)  ADJUSTED  
 TL0445  ___________________________________________________________________
 TL0445  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 TL0445  DYNAMIC HT  -         944.789 (meters)    3099.70  (feet)  COMP
 TL0445  MODELED GRAV-     980,660.5   (mgal)                       NAVD 88
 TL0445  OBS GRAVITY -     980,662.0   (mgal)                       GRAV_OBS
 TL0445
 TL0445  VERT ORDER  -  FIRST     CLASS II
 TL0445
 TL0445.The horizontal coordinates were scaled from a topographic map and have
 TL0445.an estimated accuracy of +/- 6 seconds.
 TL0445
 TL0445.The orthometric height was determined by differential leveling
 TL0445.and adjusted by the National Geodetic Survey in June 1991..
 TL0445
 TL0445.The geoid height was determined by GEOID03.
 TL0445
 TL0445.The dynamic height is computed by dividing the NAVD 88
 TL0445.geopotential number by the normal gravity value computed on the
 TL0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0445.degrees latitude (g = 980.6199 gals.).
 TL0445
 TL0445.The modeled gravity was interpolated from observed gravity values.
 TL0445.The observed gravity was obtained from relative gravimeter ties
 TL0445.to the IGSN71 gravity network.
 TL0445
 TL0445;                    North         East    Units  Estimated Accuracy
 TL0445;SPC MT       -   469,710.      455,860.      MT  (+/- 180 meters Scaled)
 TL0445
 TL0445                          SUPERSEDED SURVEY CONTROL
 TL0445
 TL0445.No superseded survey control is available for this station.
 TL0445
 TL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU667676(NAD 83)
 TL0445_MARKER: DB = BENCH MARK DISK
 TL0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0445_SP_SET: STAINLESS STEEL ROD
 TL0445_STAMPING: A 434 1979
 TL0445_PROJECTION: FLUSH
 TL0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0445_ROD/PIPE-DEPTH: 7.32 meters
 TL0445
 TL0445  HISTORY     - Date     Condition        Report By
 TL0445  HISTORY     - 1979     MONUMENTED       NGS
 TL0445
 TL0445                          STATION DESCRIPTION
 TL0445
 TL0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0445'19.2 MI EAST FROM SHELBY.
 TL0445'0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE IN SHELBY, AND
 TL0445'THENCE 19.1 MILES EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, 175
 TL0445'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 145 FEET SOUTH OF MILE
 TL0445'MARKER NUMBER 299, 20.6 FEET NORTH OF AN EAST-WEST FENCE LINE AND
 TL0445'6.3 FEET EAST OF A UTILITY POLE.  ACCESS TO THE DISK IS THROUGH
 TL0445'A 4-INCH SCREW PLUG.
 TL0445'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1252 ***********************************************************************
 SS1252  DESIGNATION -  A 435
 SS1252  PID         -  SS1252
 SS1252  STATE/COUNTY-  MT/CASCADE
 SS1252  USGS QUAD   -  HARDY (1961)
 SS1252
 SS1252                         *CURRENT SURVEY CONTROL
 SS1252  ___________________________________________________________________
 SS1252* NAD 83(1986)-  47 12 45.     (N)    111 46 47.     (W)     SCALED    
 SS1252* NAVD 88     -      1056.561  (meters)    3466.40   (feet)  ADJUSTED  
 SS1252  ___________________________________________________________________
 SS1252  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS1252  DYNAMIC HT  -        1056.442 (meters)    3466.01  (feet)  COMP
 SS1252  MODELED GRAV-     980,464.4   (mgal)                       NAVD 88
 SS1252
 SS1252  VERT ORDER  -  FIRST     CLASS II
 SS1252
 SS1252.The horizontal coordinates were scaled from a topographic map and have
 SS1252.an estimated accuracy of +/- 6 seconds.
 SS1252
 SS1252.The orthometric height was determined by differential leveling
 SS1252.and adjusted by the National Geodetic Survey in June 1991..
 SS1252
 SS1252.The geoid height was determined by GEOID03.
 SS1252
 SS1252.The dynamic height is computed by dividing the NAVD 88
 SS1252.geopotential number by the normal gravity value computed on the
 SS1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1252.degrees latitude (g = 980.6199 gals.).
 SS1252
 SS1252.The modeled gravity was interpolated from observed gravity values.
 SS1252
 SS1252;                    North         East    Units  Estimated Accuracy
 SS1252;SPC MT       -   331,700.      427,430.      MT  (+/- 180 meters Scaled)
 SS1252
 SS1252                          SUPERSEDED SURVEY CONTROL
 SS1252
 SS1252.No superseded survey control is available for this station.
 SS1252
 SS1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT409290(NAD 83)
 SS1252_MARKER: DB = BENCH MARK DISK
 SS1252_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1252_SP_SET: STAINLESS STEEL ROD
 SS1252_STAMPING: A 435 1979
 SS1252_PROJECTION: FLUSH
 SS1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1252_ROD/PIPE-DEPTH: 7.62 meters
 SS1252
 SS1252  HISTORY     - Date     Condition        Report By
 SS1252  HISTORY     - 1979     MONUMENTED       NGS
 SS1252
 SS1252                          STATION DESCRIPTION
 SS1252
 SS1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1252'5.9 MI SW FROM CASCADE.
 SS1252'4.1 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SS1252'STATION IN CASCADE TO BENCH MARK M 328, THENCE 1.8 MILES SOUTHWEST
 SS1252'ALONG INTERSTATE HIGHWAY 15, 0.4 MILE NORTHEAST OF THE HARDY EXIT,
 SS1252'98.9 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 SS1252'HIGHWAY, AND 1.4 FEET SOUTHEAST OF A BARBED WIRE FENCE.  NOTE=DISK IS
 SS1252'3 INCHES BELOW THE GROUND, ACCESS IS THROUGH A 4 INCH PLASTIC SCREW
 SS1252'PLUG.
 SS1252'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 SS1252'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0468 ***********************************************************************
 ST0468  DESIGNATION -  A 436
 ST0468  PID         -  ST0468
 ST0468  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0468  USGS QUAD   -  WOLF CREEK (1979)
 ST0468
 ST0468                         *CURRENT SURVEY CONTROL
 ST0468  ___________________________________________________________________
 ST0468* NAD 83(1986)-  47 02 41.     (N)    112 00 05.     (W)     SCALED    
 ST0468* NAVD 88     -      1085.261  (meters)    3560.56   (feet)  ADJUSTED  
 ST0468  ___________________________________________________________________
 ST0468  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 ST0468  DYNAMIC HT  -        1085.121 (meters)    3560.10  (feet)  COMP
 ST0468  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 ST0468
 ST0468  VERT ORDER  -  FIRST     CLASS II
 ST0468
 ST0468.The horizontal coordinates were scaled from a topographic map and have
 ST0468.an estimated accuracy of +/- 6 seconds.
 ST0468
 ST0468.The orthometric height was determined by differential leveling
 ST0468.and adjusted by the National Geodetic Survey in June 1991..
 ST0468
 ST0468.The geoid height was determined by GEOID03.
 ST0468
 ST0468.The dynamic height is computed by dividing the NAVD 88
 ST0468.geopotential number by the normal gravity value computed on the
 ST0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0468.degrees latitude (g = 980.6199 gals.).
 ST0468
 ST0468.The modeled gravity was interpolated from observed gravity values.
 ST0468
 ST0468;                    North         East    Units  Estimated Accuracy
 ST0468;SPC MT       -   313,580.      410,060.      MT  (+/- 180 meters Scaled)
 ST0468
 ST0468                          SUPERSEDED SURVEY CONTROL
 ST0468
 ST0468.No superseded survey control is available for this station.
 ST0468
 ST0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT239106(NAD 83)
 ST0468_MARKER: DB = BENCH MARK DISK
 ST0468_SETTING: 66 = SET IN ROCK OUTCROP
 ST0468_SP_SET: ROCK OUTCROP
 ST0468_STAMPING: A 436 1979
 ST0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0468+STABILITY: POSITION/ELEVATION WELL
 ST0468
 ST0468  HISTORY     - Date     Condition        Report By
 ST0468  HISTORY     - 1979     MONUMENTED       NGS
 ST0468
 ST0468                          STATION DESCRIPTION
 ST0468
 ST0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ST0468'2.7 MI SW FROM CRAIG.
 ST0468'2.7 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT 234
 ST0468'OVERPASS IN CRAIG, 42.8 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 ST0468'LANES OF THE HIGHWAY, 28 FEET NORTHEAST OF THE SOUTHWEST
 ST0468'END OF A ROCK CUT, AND 18.1 FEET WEST OF A GUARD RAIL.
 ST0468'THE MARK IS 3 FT  N FROM A WITNESS POST.
 ST0468'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0809 ***********************************************************************
 RX0809  DESIGNATION -  A 437
 RX0809  PID         -  RX0809
 RX0809  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0809  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0809
 RX0809                         *CURRENT SURVEY CONTROL
 RX0809  ___________________________________________________________________
 RX0809* NAD 83(1986)-  46 42 24.     (N)    112 06 37.     (W)     SCALED    
 RX0809* NAVD 88     -      1242.347  (meters)    4075.93   (feet)  ADJUSTED  
 RX0809  ___________________________________________________________________
 RX0809  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0809  DYNAMIC HT  -        1242.091 (meters)    4075.09  (feet)  COMP
 RX0809  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 RX0809
 RX0809  VERT ORDER  -  FIRST     CLASS II
 RX0809
 RX0809.The horizontal coordinates were scaled from a topographic map and have
 RX0809.an estimated accuracy of +/- 6 seconds.
 RX0809
 RX0809.The orthometric height was determined by differential leveling
 RX0809.and adjusted by the National Geodetic Survey in June 1991..
 RX0809
 RX0809.The geoid height was determined by GEOID03.
 RX0809
 RX0809.The dynamic height is computed by dividing the NAVD 88
 RX0809.geopotential number by the normal gravity value computed on the
 RX0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0809.degrees latitude (g = 980.6199 gals.).
 RX0809
 RX0809.The modeled gravity was interpolated from observed gravity values.
 RX0809
 RX0809;                    North         East    Units  Estimated Accuracy
 RX0809;SPC MT       -   276,310.      400,540.      MT  (+/- 180 meters Scaled)
 RX0809
 RX0809                          SUPERSEDED SURVEY CONTROL
 RX0809
 RX0809.No superseded survey control is available for this station.
 RX0809
 RX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS151731(NAD 83)
 RX0809_MARKER: DB = BENCH MARK DISK
 RX0809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0809_SP_SET: STAINLESS STEEL ROD
 RX0809_STAMPING: A 437 1979
 RX0809_PROJECTION: FLUSH
 RX0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0809_ROD/PIPE-DEPTH: 3.05 meters
 RX0809
 RX0809  HISTORY     - Date     Condition        Report By
 RX0809  HISTORY     - 1979     MONUMENTED       NGS
 RX0809
 RX0809                          STATION DESCRIPTION
 RX0809
 RX0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0809'11.7 MI NW FROM HELENA.
 RX0809'7.6 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0809'OF BENTON AVENUE IN HELENA, THENCE 0.3 MILE EAST ON A GRAVEL ROAD TO
 RX0809'THE INTERSECTION OF JOHN G. MINES ROAD AND GREEN MEADOW DRIVE, THENCE
 RX0809'1.1 MILES NORTH ON GREEN MEADOW DRIVE TO LINCOLN DRIVE, AND THENCE
 RX0809'2.7 MILES WEST ON LINCOLN DRIVE, 56 FEET EAST OF THE EAST RAIL, 41.4
 RX0809'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 7.6 FEET EAST OF A
 RX0809'FENCE.  NOTE=REFUSAL WAS REACHED AT 10 FEET, ACCESS TO DISK IS
 RX0809'THROUGH A 4 INCH SCREW PLUG.
 RX0809'THE MARK IS 2.4 FT  N FROM A WITNESS POST.
 RX0809'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0453 ***********************************************************************
 TJ0453  DESIGNATION -  A 438
 TJ0453  PID         -  TJ0453
 TJ0453  STATE/COUNTY-  MT/PHILLIPS
 TJ0453  USGS QUAD   -  MORGAN (1984)
 TJ0453
 TJ0453                         *CURRENT SURVEY CONTROL
 TJ0453  ___________________________________________________________________
 TJ0453* NAD 83(1986)-  48 59 12.     (N)    107 49 18.     (W)     SCALED    
 TJ0453* NAVD 88     -       851.793  (meters)    2794.59   (feet)  ADJUSTED  
 TJ0453  ___________________________________________________________________
 TJ0453  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TJ0453  DYNAMIC HT  -         851.918 (meters)    2795.00  (feet)  COMP
 TJ0453  MODELED GRAV-     980,727.7   (mgal)                       NAVD 88
 TJ0453
 TJ0453  VERT ORDER  -  FIRST     CLASS II
 TJ0453
 TJ0453.The horizontal coordinates were scaled from a topographic map and have
 TJ0453.an estimated accuracy of +/- 6 seconds.
 TJ0453
 TJ0453.The orthometric height was determined by differential leveling
 TJ0453.and adjusted by the National Geodetic Survey in June 1991..
 TJ0453
 TJ0453.The geoid height was determined by GEOID03.
 TJ0453
 TJ0453.The dynamic height is computed by dividing the NAVD 88
 TJ0453.geopotential number by the normal gravity value computed on the
 TJ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0453.degrees latitude (g = 980.6199 gals.).
 TJ0453
 TJ0453.The modeled gravity was interpolated from observed gravity values.
 TJ0453
 TJ0453;                    North         East    Units  Estimated Accuracy
 TJ0453;SPC MT       -   527,700.      722,830.      MT  (+/- 180 meters Scaled)
 TJ0453
 TJ0453                          SUPERSEDED SURVEY CONTROL
 TJ0453
 TJ0453.No superseded survey control is available for this station.
 TJ0453
 TJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ935298(NAD 83)
 TJ0453_MARKER: DB = BENCH MARK DISK
 TJ0453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0453_SP_SET: STAINLESS STEEL ROD
 TJ0453_STAMPING: A 438 1979
 TJ0453_PROJECTION: FLUSH
 TJ0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0453_ROD/PIPE-DEPTH: 7.01 meters
 TJ0453
 TJ0453  HISTORY     - Date     Condition        Report By
 TJ0453  HISTORY     - 1979     MONUMENTED       NGS
 TJ0453
 TJ0453                          STATION DESCRIPTION
 TJ0453
 TJ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0453'1.0 MI SOUTH FROM PORT OF MORGAN.
 TJ0453'1.0 MILE SOUTH ALONG STATE HIGHWAY 242 FROM THE U.S.-CANADIAN BORDER
 TJ0453'IN PORT OF MORGAN, 0.1 MILE NORTH OF A 90 DEGREE CURVE IN THE HIGHWAY,
 TJ0453'AT MILE POST 52, 98 FEET EAST OF THE CENTERLINE OF THE ROAD, 76.4
 TJ0453'FEET EAST OF MILE POST 52, AND 1 FOOT WEST OF A FENCE.  NOTE=
 TJ0453'ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0453'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 TJ0453'THE MARK IS 4 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0451 ***********************************************************************
 TJ0451  FBN         -  This is a Federal Base Network Control Station.
 TJ0451  DESIGNATION -  A 439
 TJ0451  PID         -  TJ0451
 TJ0451  STATE/COUNTY-  MT/PHILLIPS
 TJ0451  USGS QUAD   -  MORGAN (1984)
 TJ0451
 TJ0451                         *CURRENT SURVEY CONTROL
 TJ0451  ___________________________________________________________________
 TJ0451* NAD 83(1999)-  48 57 29.66093(N)    107 49 05.02036(W)     ADJUSTED  
 TJ0451* NAVD 88     -       815.706  (meters)    2676.20   (feet)  ADJUSTED  
 TJ0451  ___________________________________________________________________
 TJ0451  X           -  -1,284,098.563 (meters)                     COMP
 TJ0451  Y           -  -3,995,171.413 (meters)                     COMP
 TJ0451  Z           -   4,788,112.962 (meters)                     COMP
 TJ0451  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 TJ0451  ELLIP HEIGHT-         798.64  (meters)          (10/12/00) GPS OBS
 TJ0451  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TJ0451  DYNAMIC HT  -         815.826 (meters)    2676.59  (feet)  COMP
 TJ0451  MODELED GRAV-     980,730.6   (mgal)                       NAVD 88
 TJ0451
 TJ0451  HORZ ORDER  -  A
 TJ0451  VERT ORDER  -  FIRST     CLASS II
 TJ0451  ELLP ORDER  -  THIRD     CLASS I
 TJ0451
 TJ0451.The horizontal coordinates were established by GPS observations
 TJ0451.and adjusted by the National Geodetic Survey in October 2000..
 TJ0451.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TJ0451.DATUM ITEM on the data sheet items page.
 TJ0451
 TJ0451.The orthometric height was determined by differential leveling
 TJ0451.and adjusted by the National Geodetic Survey in June 1991..
 TJ0451
 TJ0451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0451
 TJ0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0451
 TJ0451.The ellipsoidal height was determined by GPS observations
 TJ0451.and is referenced to NAD 83.
 TJ0451
 TJ0451.The geoid height was determined by GEOID03.
 TJ0451
 TJ0451.The dynamic height is computed by dividing the NAVD 88
 TJ0451.geopotential number by the normal gravity value computed on the
 TJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0451.degrees latitude (g = 980.6199 gals.).
 TJ0451
 TJ0451.The modeled gravity was interpolated from observed gravity values.
 TJ0451
 TJ0451;                    North         East     Units Scale Factor Converg.
 TJ0451;SPC MT       -   524,545.819   723,160.738   MT  0.99997457   +1 13 49.2
 TJ0451;SPC MT       - 1,720,950.85  2,372,574.60   iFT  0.99997457   +1 13 49.2
 TJ0451;UTM  13      - 5,426,641.032   293,719.003   MT  1.00012277   -2 07 34.4
 TJ0451
 TJ0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0451!SPC MT       -   0.99987486  x   0.99997457  =   0.99984943
 TJ0451!UTM  13      -   0.99987486  x   1.00012277  =   0.99999761
 TJ0451
 TJ0451                          SUPERSEDED SURVEY CONTROL
 TJ0451
 TJ0451  NAD 83(1992)-  48 57 29.65993(N)    107 49 05.01964(W) AD(       ) B
 TJ0451  NAVD 88 (10/12/00)  815.71   (m)         2676.2    (f) LEVELING    3  
 TJ0451
 TJ0451.Superseded values are not recommended for survey control.
 TJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0451.See file dsdata.txt to determine how the superseded data were derived.
 TJ0451
 TJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ9371926641(NAD 83)
 TJ0451_MARKER: I = METAL ROD
 TJ0451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TJ0451_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TJ0451_STAMPING: A 439 1979
 TJ0451_MARK LOGO: NGS   
 TJ0451_PROJECTION: FLUSH
 TJ0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 TJ0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0451+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 TJ0451_ROD/PIPE-DEPTH: 19.5 meters
 TJ0451_SLEEVE-DEPTH  : 12.2 meters
 TJ0451
 TJ0451  HISTORY     - Date     Condition        Report By
 TJ0451  HISTORY     - 1979     MONUMENTED       NGS
 TJ0451  HISTORY     - 19990623 GOOD             NGS
 TJ0451
 TJ0451                          STATION DESCRIPTION
 TJ0451
 TJ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0451'3.0 MI SOUTH FROM PORT OF MORGAN.
 TJ0451'3.0 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE U.S-CANADIAN BORDER
 TJ0451'IN PORT OF MORGAN, AT HIGHWAY MILE POST NUMBER 50, 206 FEET NORTHEAST
 TJ0451'OF THE EAST END OF A 24 INCH STEEL CULVERT, 199 FEET NORTHEAST OF
 TJ0451'MILE POST 50, 99 FEET EAST OF THE CENTER OF THE HIGHWAY, 17.8
 TJ0451'FEET SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NUMBER 39A,
 TJ0451'AND 3.9 FEET WEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT
 TJ0451'IS THROUGH A 5-INCH LOGO CAP.
 TJ0451'THE MARK IS 1.8 FT  SSE FROM A WITNESS POST.
 TJ0451'THE MARK IS 4 FT BELOW THE HIGHWAY.
 TJ0451
 TJ0451                          STATION RECOVERY (1999)
 TJ0451
 TJ0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 TJ0451'THE STATION IS LOCATED ABOUT 82.07 KM (51.00 MI) NORTH OF MALTA, 4.8
 TJ0451'KM (3.00 MI) SOUTH OF THE US-CANADIAN BORDER PORT OF ENTRY AT PORT
 TJ0451'MORGAN, 20.7 KM (12.85 MI) NORTH OF LORING, ON THE EAST SIDE OF US
 TJ0451'HIGHWAY 191, ON THE WEST SIDE OF THE HIGHWAY RIGHT-OF-WAY FENCE AND
 TJ0451'0.08 KM (0.05 MI) NORTH OF HIGHWAY 191 MILEPOST 51. OWNERSHIP--MONTANA
 TJ0451'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 TJ0451'US-CANADIAN BORDER AT PORT MORGAN, AT THE JUNCTION US HIGHWAY 191 AND
 TJ0451'CANADIAN HIGHWAY 4, GO SOUTH ON HIGHWAY 191 FOR 4.82 KM (3.00 MI) TO
 TJ0451'THE STATION ON THE LEFT.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 TJ0451'STAINLESS STEEL ROD INSIDE A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM
 TJ0451'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH GROUND
 TJ0451'AND ABOUT 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.  LOCATED
 TJ0451'30.33 M (99.51 FT) EAST OF THE CENTER OF THE HIGHWAY, 5.44 M (17.85
 TJ0451'FT) SOUTH-SOUTHWEST OF SHORT WOODEN POLE WITH A TELEPHONE CABLE
 TJ0451'JUNCTION BOX NUMBER 39-A ATTACHED, 1.19 M (3.90 FT) WEST OF THE
 TJ0451'HIGHWAY RIGHT-OF-WAY FENCE AND 0.55 M (1.80 FT) SOUTH OF A METAL
 TJ0451'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0084 ***********************************************************************
 RV0084  DESIGNATION -  A 44
 RV0084  PID         -  RV0084
 RV0084  STATE/COUNTY-  MT/YELLOWSTONE
 RV0084  USGS QUAD   -  BROADVIEW EAST (1979)
 RV0084
 RV0084                         *CURRENT SURVEY CONTROL
 RV0084  ___________________________________________________________________
 RV0084* NAD 83(1986)-  46 01 59.     (N)    108 49 12.     (W)     SCALED    
 RV0084* NAVD 88     -      1142.980  (meters)    3749.93   (feet)  ADJUSTED  
 RV0084  ___________________________________________________________________
 RV0084  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 RV0084  DYNAMIC HT  -        1142.743 (meters)    3749.15  (feet)  COMP
 RV0084  MODELED GRAV-     980,368.0   (mgal)                       NAVD 88
 RV0084
 RV0084  VERT ORDER  -  FIRST     CLASS II
 RV0084
 RV0084.The horizontal coordinates were scaled from a topographic map and have
 RV0084.an estimated accuracy of +/- 6 seconds.
 RV0084
 RV0084.The orthometric height was determined by differential leveling
 RV0084.and adjusted by the National Geodetic Survey in June 1991..
 RV0084
 RV0084.The geoid height was determined by GEOID03.
 RV0084
 RV0084.The dynamic height is computed by dividing the NAVD 88
 RV0084.geopotential number by the normal gravity value computed on the
 RV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0084.degrees latitude (g = 980.6199 gals.).
 RV0084
 RV0084.The modeled gravity was interpolated from observed gravity values.
 RV0084
 RV0084;                    North         East    Units  Estimated Accuracy
 RV0084;SPC MT       -   198,380.      652,620.      MT  (+/- 180 meters Scaled)
 RV0084
 RV0084                          SUPERSEDED SURVEY CONTROL
 RV0084
 RV0084  NGVD 29 (??/??/92) 1142.141  (m)         3747.17   (f) ADJ UNCH    1 2
 RV0084
 RV0084.Superseded values are not recommended for survey control.
 RV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0084.See file dsdata.txt to determine how the superseded data were derived.
 RV0084
 RV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS687000(NAD 83)
 RV0084_MARKER: DB = BENCH MARK DISK
 RV0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0084_STAMPING: A 44 1931
 RV0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0084+STABILITY: SURFACE MOTION
 RV0084
 RV0084  HISTORY     - Date     Condition        Report By
 RV0084  HISTORY     - 1931     MONUMENTED       CGS
 RV0084  HISTORY     - 1962     GOOD             NGS
 RV0084
 RV0084                          STATION DESCRIPTION
 RV0084
 RV0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0084'3.4 MI NW FROM COMANCHE.
 RV0084'3.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE GRAIN
 RV0084'ELEVATOR AT COMANCHE, 0.25 MILE NORTHWEST OF MILEPOST 31, 95 FEET
 RV0084'SOUTHWEST OF THE SOUTHWEST RAIL, 36 FEET NORTHEAST OF THE CENTER LINE
 RV0084'OF A TRACK ROAD, 2.2 FEET NORTHEAST OF A FENCE, 1.3 FEET EAST OF A
 RV0084'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 RV0084'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0823 ***********************************************************************
 RX0823  DESIGNATION -  A 440
 RX0823  PID         -  RX0823
 RX0823  STATE/COUNTY-  MT/JEFFERSON
 RX0823  USGS QUAD   -  WICKES (1996)
 RX0823
 RX0823                         *CURRENT SURVEY CONTROL
 RX0823  ___________________________________________________________________
 RX0823* NAD 83(1986)-  46 20 36.     (N)    112 03 07.     (W)     SCALED    
 RX0823* NAVD 88     -      1561.694  (meters)    5123.66   (feet)  ADJUSTED  
 RX0823  ___________________________________________________________________
 RX0823  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 RX0823  DYNAMIC HT  -        1561.169 (meters)    5121.94  (feet)  COMP
 RX0823  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 RX0823
 RX0823  VERT ORDER  -  FIRST     CLASS II
 RX0823
 RX0823.The horizontal coordinates were scaled from a topographic map and have
 RX0823.an estimated accuracy of +/- 6 seconds.
 RX0823
 RX0823.The orthometric height was determined by differential leveling
 RX0823.and adjusted by the National Geodetic Survey in June 1991..
 RX0823
 RX0823.The geoid height was determined by GEOID03.
 RX0823
 RX0823.The dynamic height is computed by dividing the NAVD 88
 RX0823.geopotential number by the normal gravity value computed on the
 RX0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0823.degrees latitude (g = 980.6199 gals.).
 RX0823
 RX0823.The modeled gravity was interpolated from observed gravity values.
 RX0823
 RX0823;                    North         East    Units  Estimated Accuracy
 RX0823;SPC MT       -   235,820.      403,690.      MT  (+/- 180 meters Scaled)
 RX0823
 RX0823                          SUPERSEDED SURVEY CONTROL
 RX0823
 RX0823.No superseded survey control is available for this station.
 RX0823
 RX0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS190327(NAD 83)
 RX0823_MARKER: DB = BENCH MARK DISK
 RX0823_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RX0823+WITH SETTING: INFORMATION.
 RX0823_SP_SET: SHALLOW SET METAL ROD
 RX0823_STAMPING: A 440 1979
 RX0823_PROJECTION: FLUSH
 RX0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0823_ROD/PIPE-DEPTH: 2.44 meters
 RX0823
 RX0823  HISTORY     - Date     Condition        Report By
 RX0823  HISTORY     - 1979     MONUMENTED       NGS
 RX0823
 RX0823                          STATION DESCRIPTION
 RX0823
 RX0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0823'3.3 MI SW FROM JEFFERSON CITY.
 RX0823'3.3 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 176 OVERPASS
 RX0823'IN JEFFERSON CITY, 70 FEET EAST OF A 4X4 INCH BY 2 FOOT HIGH CONCRETE
 RX0823'STATE HIGHWAY STATION MARK NUMBER 530, 52.5 FEET WEST OF THE
 RX0823'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 11.2 FEET SOUTH
 RX0823'OF THE NORTH END OF A GUARD RAIL, AND 1.9 FEET WEST OF A GUARD RAIL.
 RX0823'NOTE=REFUSAL WAS REACHED AT 8 FEET, ACCESS TO THE DISK IS THROUGH A
 RX0823'4 INCH SCREW PLUG.
 RX0823'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
 RX0823'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0467 ***********************************************************************
 TJ0467  DESIGNATION -  A 441
 TJ0467  PID         -  TJ0467
 TJ0467  STATE/COUNTY-  MT/PHILLIPS
 TJ0467  USGS QUAD   -  MALTA WEST (1987)
 TJ0467
 TJ0467                         *CURRENT SURVEY CONTROL
 TJ0467  ___________________________________________________________________
 TJ0467* NAD 83(1986)-  48 22 02.     (N)    107 59 29.     (W)     SCALED    
 TJ0467* NAVD 88     -       694.581  (meters)    2278.80   (feet)  ADJUSTED  
 TJ0467  ___________________________________________________________________
 TJ0467  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TJ0467  DYNAMIC HT  -         694.656 (meters)    2279.05  (feet)  COMP
 TJ0467  MODELED GRAV-     980,696.5   (mgal)                       NAVD 88
 TJ0467
 TJ0467  VERT ORDER  -  FIRST     CLASS II
 TJ0467
 TJ0467.The horizontal coordinates were scaled from a topographic map and have
 TJ0467.an estimated accuracy of +/- 6 seconds.
 TJ0467
 TJ0467.The orthometric height was determined by differential leveling
 TJ0467.and adjusted by the National Geodetic Survey in June 1991..
 TJ0467
 TJ0467.The geoid height was determined by GEOID03.
 TJ0467
 TJ0467.The dynamic height is computed by dividing the NAVD 88
 TJ0467.geopotential number by the normal gravity value computed on the
 TJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0467.degrees latitude (g = 980.6199 gals.).
 TJ0467
 TJ0467.The modeled gravity was interpolated from observed gravity values.
 TJ0467
 TJ0467;                    North         East    Units  Estimated Accuracy
 TJ0467;SPC MT       -   458,590.      711,740.      MT  (+/- 180 meters Scaled)
 TJ0467
 TJ0467                          SUPERSEDED SURVEY CONTROL
 TJ0467
 TJ0467.No superseded survey control is available for this station.
 TJ0467
 TJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP784614(NAD 83)
 TJ0467_MARKER: DB = BENCH MARK DISK
 TJ0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0467_SP_SET: STAINLESS STEEL ROD
 TJ0467_STAMPING: A 441 1979
 TJ0467_PROJECTION: FLUSH
 TJ0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0467_ROD/PIPE-DEPTH: 6.10 meters
 TJ0467
 TJ0467  HISTORY     - Date     Condition        Report By
 TJ0467  HISTORY     - 1979     MONUMENTED       NGS
 TJ0467
 TJ0467                          STATION DESCRIPTION
 TJ0467
 TJ0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0467'5.4 MI WEST FROM MALTA.
 TJ0467'3.0 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S. HIGHWAY
 TJ0467'191 IN MALTA, THENCE 1.2 MILES WEST ALONG A GRAVELED ROAD PARALLELING
 TJ0467'THE BURLINGTON NORTHERN RAILROAD TRACK, AND THENCE 1.25 MILES WEST
 TJ0467'ALONG A DIRT ROAD PARALLELING THE RAILROAD TRACK, 90 FEET NORTH OF THE
 TJ0467'NORTH RAIL OF THE RAILROAD TRACK, 31 FEET SOUTH OF THE CENTER OF THE
 TJ0467'ROAD, 29.6 FEET WEST OF A DOUBLE UTILITY POLE, AND 14 FEET NORTH OF
 TJ0467'A WIRE FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 TJ0467'PLUG.
 TJ0467'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 TJ0467'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0442 ***********************************************************************
 TN0442  DESIGNATION -  A 442
 TN0442  PID         -  TN0442
 TN0442  STATE/COUNTY-  MT/FLATHEAD
 TN0442  USGS QUAD   -  KALISPELL (1994)
 TN0442
 TN0442                         *CURRENT SURVEY CONTROL
 TN0442  ___________________________________________________________________
 TN0442* NAD 83(1986)-  48 09 31.     (N)    114 18 32.     (W)     SCALED    
 TN0442* NAVD 88     -       894.923  (meters)    2936.09   (feet)  ADJUSTED  
 TN0442  ___________________________________________________________________
 TN0442  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TN0442  DYNAMIC HT  -         894.919 (meters)    2936.08  (feet)  COMP
 TN0442  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 TN0442
 TN0442  VERT ORDER  -  FIRST     CLASS II
 TN0442
 TN0442.The horizontal coordinates were scaled from a topographic map and have
 TN0442.an estimated accuracy of +/- 6 seconds.
 TN0442
 TN0442.The orthometric height was determined by differential leveling
 TN0442.and adjusted by the National Geodetic Survey in June 1991..
 TN0442
 TN0442.The geoid height was determined by GEOID03.
 TN0442
 TN0442.The dynamic height is computed by dividing the NAVD 88
 TN0442.geopotential number by the normal gravity value computed on the
 TN0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0442.degrees latitude (g = 980.6199 gals.).
 TN0442
 TN0442.The modeled gravity was interpolated from observed gravity values.
 TN0442
 TN0442;                    North         East    Units  Estimated Accuracy
 TN0442;SPC MT       -   445,300.      242,610.      MT  (+/- 180 meters Scaled)
 TN0442
 TN0442                          SUPERSEDED SURVEY CONTROL
 TN0442
 TN0442.No superseded survey control is available for this station.
 TN0442
 TN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP001374(NAD 83)
 TN0442_MARKER: DB = BENCH MARK DISK
 TN0442_SETTING: 66 = SET IN ROCK OUTCROP
 TN0442_SP_SET: ROCK OUTCROP
 TN0442_STAMPING: A 442 1979
 TN0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0442+STABILITY: POSITION/ELEVATION WELL
 TN0442
 TN0442  HISTORY     - Date     Condition        Report By
 TN0442  HISTORY     - 1979     MONUMENTED       NGS
 TN0442
 TN0442                          STATION DESCRIPTION
 TN0442
 TN0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0442'3.4 MI SW FROM KALISPELL.
 TN0442'1.2 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH U. S.
 TN0442'HIGHWAY 2 IN KALISPELL, THENCE 2.0 MILES SOUTHWEST ALONG STATE ROAD
 TN0442'503, SET IN TOP OF SLATE OUTCROP, 164 FEET SOUTHWEST OF THE CENTERLINE
 TN0442'OF A ROAD LEADING SOUTHEAST TO A RANCH HOUSE, 108.5 FEET SOUTHEAST OF
 TN0442'THE CENTERLINE OF THE HIGHWAY, 46.5 FEET NORTHEAST OF THE NORTHEAST
 TN0442'EDGE OF ROCK OUTCROP PROJECTING 10 FEET AND 2.5 FEET NORTHWEST OF THE
 TN0442'RIGHT OF WAY FENCE.
 TN0442'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 TN0442'THE MARK IS ABOVE LEVEL WITH ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0670 ***********************************************************************
 SU0670  DESIGNATION -  A 443
 SU0670  PID         -  SU0670
 SU0670  STATE/COUNTY-  MT/LAKE
 SU0670  USGS QUAD   -  ROLLINS (1994)
 SU0670
 SU0670                         *CURRENT SURVEY CONTROL
 SU0670  ___________________________________________________________________
 SU0670* NAD 83(1986)-  47 56 13.     (N)    114 11 12.     (W)     SCALED    
 SU0670* NAVD 88     -       902.903  (meters)    2962.27   (feet)  ADJUSTED  
 SU0670  ___________________________________________________________________
 SU0670  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 SU0670  DYNAMIC HT  -         902.882 (meters)    2962.21  (feet)  COMP
 SU0670  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 SU0670
 SU0670  VERT ORDER  -  FIRST     CLASS II
 SU0670
 SU0670.The horizontal coordinates were scaled from a topographic map and have
 SU0670.an estimated accuracy of +/- 6 seconds.
 SU0670
 SU0670.The orthometric height was determined by differential leveling
 SU0670.and adjusted by the National Geodetic Survey in June 1991..
 SU0670
 SU0670.The geoid height was determined by GEOID03.
 SU0670
 SU0670.The dynamic height is computed by dividing the NAVD 88
 SU0670.geopotential number by the normal gravity value computed on the
 SU0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0670.degrees latitude (g = 980.6199 gals.).
 SU0670
 SU0670.The modeled gravity was interpolated from observed gravity values.
 SU0670
 SU0670;                    North         East    Units  Estimated Accuracy
 SU0670;SPC MT       -   420,160.      250,210.      MT  (+/- 180 meters Scaled)
 SU0670
 SU0670                          SUPERSEDED SURVEY CONTROL
 SU0670
 SU0670.No superseded survey control is available for this station.
 SU0670
 SU0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP101131(NAD 83)
 SU0670_MARKER: DB = BENCH MARK DISK
 SU0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0670_SP_SET: STAINLESS STEEL ROD
 SU0670_STAMPING: A 443 1979
 SU0670_PROJECTION: FLUSH
 SU0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0670_ROD/PIPE-DEPTH: 2.44 meters
 SU0670
 SU0670  HISTORY     - Date     Condition        Report By
 SU0670  HISTORY     - 1979     MONUMENTED       NGS
 SU0670
 SU0670                          STATION DESCRIPTION
 SU0670
 SU0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0670'3.9 MI NE FROM ROLLINS.
 SU0670'3.95 MILES NORTHEAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0670'ROLLINS, SET ON THE NORTHEAST CORNER OF THE T-JUNCTION OF THE
 SU0670'HIGHWAY AND A GRAVELLED ROAD LEADING EAST, 36 FEET NORTH OF THE
 SU0670'CENTERLINE OF THE ROAD, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 SU0670'3 FEET WEST OF THE RIGHT OF WAY FENCE AND 2.5 FEET NORTH OF POWER
 SU0670'POLE NUMBER 092242. THE ROD WAS DRIVEN TO REFUSAL.
 SU0670'THE MARK IS 2 FT  S FROM A WITNESS POST.
 SU0670'THE MARK IS 3 FT BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0697 ***********************************************************************
 SU0697  DESIGNATION -  A 444
 SU0697  PID         -  SU0697
 SU0697  STATE/COUNTY-  MT/LAKE
 SU0697  USGS QUAD   -  POLSON (1964)
 SU0697
 SU0697                         *CURRENT SURVEY CONTROL
 SU0697  ___________________________________________________________________
 SU0697* NAD 83(1986)-  47 43 17.     (N)    114 12 16.     (W)     SCALED    
 SU0697* NAVD 88     -       906.765  (meters)    2974.94   (feet)  ADJUSTED  
 SU0697  ___________________________________________________________________
 SU0697  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SU0697  DYNAMIC HT  -         906.729 (meters)    2974.83  (feet)  COMP
 SU0697  MODELED GRAV-     980,542.5   (mgal)                       NAVD 88
 SU0697
 SU0697  VERT ORDER  -  FIRST     CLASS II
 SU0697
 SU0697.The horizontal coordinates were scaled from a topographic map and have
 SU0697.an estimated accuracy of +/- 6 seconds.
 SU0697
 SU0697.The orthometric height was determined by differential leveling
 SU0697.and adjusted by the National Geodetic Survey in June 1991..
 SU0697
 SU0697.The geoid height was determined by GEOID03.
 SU0697
 SU0697.The dynamic height is computed by dividing the NAVD 88
 SU0697.geopotential number by the normal gravity value computed on the
 SU0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0697.degrees latitude (g = 980.6199 gals.).
 SU0697
 SU0697.The modeled gravity was interpolated from observed gravity values.
 SU0697
 SU0697;                    North         East    Units  Estimated Accuracy
 SU0697;SPC MT       -   396,320.      247,440.      MT  (+/- 180 meters Scaled)
 SU0697
 SU0697                          SUPERSEDED SURVEY CONTROL
 SU0697
 SU0697.No superseded survey control is available for this station.
 SU0697
 SU0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN096891(NAD 83)
 SU0697_MARKER: DB = BENCH MARK DISK
 SU0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0697_SP_SET: STAINLESS STEEL ROD
 SU0697_STAMPING: A 444 1979
 SU0697_PROJECTION: FLUSH
 SU0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0697_ROD/PIPE-DEPTH: 4.88 meters
 SU0697
 SU0697  HISTORY     - Date     Condition        Report By
 SU0697  HISTORY     - 1979     MONUMENTED       NGS
 SU0697
 SU0697                          STATION DESCRIPTION
 SU0697
 SU0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0697'4.7 MI NW FROM POLSON.
 SU0697'4.7 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0697'STATE HIGHWAY 35 IN POLSON, 0.05 MILE NORTHWEST OF A DRIVEWAY LEADING
 SU0697'SOUTHWEST TO A PRE-FAB HOME BUILDING YARD, 0.25 MILE SOUTH OF MILE
 SU0697'POST 64, 76 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 50 FEET
 SU0697'SOUTHEAST OF THE CENTERLINE OF A FIELD ROAD, 31 FEET EAST OF A FENCE
 SU0697'AND 4 FEET NORTHWEST OF TELEPHONE POLE NUMBER 307742. THE ROD WAS
 SU0697'DRIVEN TO REFUSAL.
 SU0697'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 SU0697'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0727 ***********************************************************************
 SU0727  DESIGNATION -  A 445
 SU0727  PID         -  SU0727
 SU0727  STATE/COUNTY-  MT/LAKE
 SU0727  USGS QUAD   -  CHARLO (1965)
 SU0727
 SU0727                         *CURRENT SURVEY CONTROL
 SU0727  ___________________________________________________________________
 SU0727* NAD 83(1986)-  47 26 14.     (N)    114 10 21.     (W)     SCALED    
 SU0727* NAVD 88     -       895.237  (meters)    2937.12   (feet)  ADJUSTED  
 SU0727  ___________________________________________________________________
 SU0727  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 SU0727  DYNAMIC HT  -         895.175 (meters)    2936.92  (feet)  COMP
 SU0727  MODELED GRAV-     980,514.6   (mgal)                       NAVD 88
 SU0727
 SU0727  VERT ORDER  -  FIRST     CLASS II
 SU0727
 SU0727.The horizontal coordinates were scaled from a topographic map and have
 SU0727.an estimated accuracy of +/- 6 seconds.
 SU0727
 SU0727.The orthometric height was determined by differential leveling
 SU0727.and adjusted by the National Geodetic Survey in June 1991..
 SU0727
 SU0727.The geoid height was determined by GEOID03.
 SU0727
 SU0727.The dynamic height is computed by dividing the NAVD 88
 SU0727.geopotential number by the normal gravity value computed on the
 SU0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0727.degrees latitude (g = 980.6199 gals.).
 SU0727
 SU0727.The modeled gravity was interpolated from observed gravity values.
 SU0727
 SU0727;                    North         East    Units  Estimated Accuracy
 SU0727;SPC MT       -   364,660.      247,950.      MT  (+/- 180 meters Scaled)
 SU0727
 SU0727                          SUPERSEDED SURVEY CONTROL
 SU0727
 SU0727.No superseded survey control is available for this station.
 SU0727
 SU0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN131576(NAD 83)
 SU0727_MARKER: DB = BENCH MARK DISK
 SU0727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0727_SP_SET: STAINLESS STEEL ROD
 SU0727_STAMPING: A 445 1979
 SU0727_PROJECTION: FLUSH
 SU0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0727_ROD/PIPE-DEPTH: 6.10 meters
 SU0727
 SU0727  HISTORY     - Date     Condition        Report By
 SU0727  HISTORY     - 1979     MONUMENTED       NGS
 SU0727
 SU0727                          STATION DESCRIPTION
 SU0727
 SU0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0727'IN CHARLO.
 SU0727'SET AT THE SOUTHEAST CORNER OF THE POST OFFICE IN CHARLO, 62 FEET
 SU0727'WEST OF THE CENTERLINE OF THE STATE ROUTE, 25 FEET SOUTH OF THE
 SU0727'CENTER OF THE MAIN ENTRANCE TO THE POST OFFICE, 6.5 FEET SOUTHWEST
 SU0727'OF THE SOUTHEAST CORNER OF THE BUILDING, AND 4 FEET SOUTH OF THE
 SU0727'SOUTH FACE OF THE BUILDING.
 SU0727'THE MARK IS 16 FT  W FROM  OF THE FLAGPOLE
 SU0727'THE MARK IS ABOVE LEVEL WITH THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0757 ***********************************************************************
 SU0757  DESIGNATION -  A 446
 SU0757  PID         -  SU0757
 SU0757  STATE/COUNTY-  MT/MISSOULA
 SU0757  USGS QUAD   -  ARLEE (1984)
 SU0757
 SU0757                         *CURRENT SURVEY CONTROL
 SU0757  ___________________________________________________________________
 SU0757* NAD 83(1986)-  47 07 52.     (N)    114 02 40.     (W)     SCALED    
 SU0757* NAVD 88     -      1016.420  (meters)    3334.70   (feet)  ADJUSTED  
 SU0757  ___________________________________________________________________
 SU0757  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 SU0757  DYNAMIC HT  -        1016.290 (meters)    3334.28  (feet)  COMP
 SU0757  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 SU0757
 SU0757  VERT ORDER  -  FIRST     CLASS II
 SU0757
 SU0757.The horizontal coordinates were scaled from a topographic map and have
 SU0757.an estimated accuracy of +/- 6 seconds.
 SU0757
 SU0757.The orthometric height was determined by differential leveling
 SU0757.and adjusted by the National Geodetic Survey in June 1991..
 SU0757
 SU0757.The geoid height was determined by GEOID03.
 SU0757
 SU0757.The dynamic height is computed by dividing the NAVD 88
 SU0757.geopotential number by the normal gravity value computed on the
 SU0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0757.degrees latitude (g = 980.6199 gals.).
 SU0757
 SU0757.The modeled gravity was interpolated from observed gravity values.
 SU0757
 SU0757;                    North         East    Units  Estimated Accuracy
 SU0757;SPC MT       -   330,140.      255,620.      MT  (+/- 180 meters Scaled)
 SU0757
 SU0757                          SUPERSEDED SURVEY CONTROL
 SU0757
 SU0757.No superseded survey control is available for this station.
 SU0757
 SU0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN241239(NAD 83)
 SU0757_MARKER: DB = BENCH MARK DISK
 SU0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0757_SP_SET: STAINLESS STEEL ROD
 SU0757_STAMPING: A 446 1979
 SU0757_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0757_ROD/PIPE-DEPTH: 3.05 meters
 SU0757
 SU0757  HISTORY     - Date     Condition        Report By
 SU0757  HISTORY     - 1979     MONUMENTED       NGS
 SU0757
 SU0757                          STATION DESCRIPTION
 SU0757
 SU0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0757'3.1 MI SOUTH FROM ARLEE.
 SU0757'3.1 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN ARLEE,
 SU0757'0.45 MILE SOUTH OF MILE POST 15, ONE POLE NORTH OF A T-JUNCTION POWER
 SU0757'LINE POLE ACROSS THE HIGHWAY FROM A TRAILER HOUSE, 0.5 MILE SOUTH OF
 SU0757'THE LAKE-MISSOULA COUNTY LINE, 65 FEET WEST OF THE CENTERLINE OF THE
 SU0757'HIGHWAY, 7 FEET NORTH OF A POWER LINE POLE WITH 2 GUY WIRES AND 3
 SU0757'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.  THE DISK IS LEVEL WITH
 SU0757'THE GROUND AND ACCESS IS TO BE HAD THROUGH A 4-INCH PLASTIC SCREW
 SU0757'PLUG.
 SU0757'THE MARK IS 2 FT  S FROM A WITNESS POST.
 SU0757'THE MARK IS 4 FT BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0706 ***********************************************************************
 RX0706  DESIGNATION -  A 447
 RX0706  PID         -  RX0706
 RX0706  STATE/COUNTY-  MT/MISSOULA
 RX0706  USGS QUAD   -  NORTHEAST MISSOULA (1978)
 RX0706
 RX0706                         *CURRENT SURVEY CONTROL
 RX0706  ___________________________________________________________________
 RX0706* NAD 83(1986)-  46 52 39.     (N)    113 54 40.     (W)     SCALED    
 RX0706* NAVD 88     -       995.162  (meters)    3264.96   (feet)  ADJUSTED  
 RX0706  ___________________________________________________________________
 RX0706  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 RX0706  DYNAMIC HT  -         995.008 (meters)    3264.46  (feet)  COMP
 RX0706  MODELED GRAV-     980,426.7   (mgal)                       NAVD 88
 RX0706  OBS GRAVITY -     980,433.1   (mgal)                       GRAV_OBS
 RX0706
 RX0706  VERT ORDER  -  FIRST     CLASS II
 RX0706
 RX0706.The horizontal coordinates were scaled from a topographic map and have
 RX0706.an estimated accuracy of +/- 6 seconds.
 RX0706
 RX0706.The orthometric height was determined by differential leveling
 RX0706.and adjusted by the National Geodetic Survey in June 1991..
 RX0706
 RX0706.The geoid height was determined by GEOID03.
 RX0706
 RX0706.The dynamic height is computed by dividing the NAVD 88
 RX0706.geopotential number by the normal gravity value computed on the
 RX0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0706.degrees latitude (g = 980.6199 gals.).
 RX0706
 RX0706.The modeled gravity was interpolated from observed gravity values.
 RX0706.The observed gravity was obtained from relative gravimeter ties
 RX0706.to the IGSN71 gravity network.
 RX0706
 RX0706;                    North         East    Units  Estimated Accuracy
 RX0706;SPC MT       -   301,430.      264,120.      MT  (+/- 180 meters Scaled)
 RX0706
 RX0706                          SUPERSEDED SURVEY CONTROL
 RX0706
 RX0706.No superseded survey control is available for this station.
 RX0706
 RX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS781956(NAD 83)
 RX0706_MARKER: DB = BENCH MARK DISK
 RX0706_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0706_SP_SET: STAINLESS STEEL ROD
 RX0706_STAMPING: A 447 1979
 RX0706_PROJECTION: PROJECTING 5 CENTIMETERS
 RX0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0706_ROD/PIPE-DEPTH: 5.18 meters
 RX0706
 RX0706  HISTORY     - Date     Condition        Report By
 RX0706  HISTORY     - 1979     MONUMENTED       NGS
 RX0706
 RX0706                          STATION DESCRIPTION
 RX0706
 RX0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0706'3.7 MI EAST FROM MISSOULA.
 RX0706'3.7 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE VAN BUREN STREET
 RX0706'INTERCHANGE IN MISSOULA, SET BETWEEN AN OVERPASS OVER A NORTH AND
 RX0706'SOUTH PAVED ROAD AND THE CLARK FORK RIVER BRIDGE, 0.25 MILE
 RX0706'NORTHWEST OF MILE POST 109, 393 FEET SOUTHWEST OF THE SOUTH CORNER
 RX0706'OF THE EASTBOUND BRIDGE OVER THE CLARK FORK, 302 FEET NORTHEAST OF
 RX0706'THE EAST CORNER OF THE EASTBOUND BRIDGE OVER THE ROAD, 85 FEET
 RX0706'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 RX0706'20.5 FEET NORTHEAST OF THE CENTER OF THE YELLOWSTONE PIPELINE
 RX0706'CROSSING AND 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 RX0706'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 RX0706'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0752 ***********************************************************************
 RX0752  DESIGNATION -  A 448
 RX0752  PID         -  RX0752
 RX0752  STATE/COUNTY-  MT/POWELL
 RX0752  USGS QUAD   -  GARRISON (1989)
 RX0752
 RX0752                         *CURRENT SURVEY CONTROL
 RX0752  ___________________________________________________________________
 RX0752* NAD 83(1986)-  46 31 46.     (N)    112 49 25.     (W)     SCALED    
 RX0752* NAVD 88     -      1322.859  (meters)    4340.08   (feet)  ADJUSTED  
 RX0752  ___________________________________________________________________
 RX0752  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RX0752  DYNAMIC HT  -        1322.546 (meters)    4339.05  (feet)  COMP
 RX0752  MODELED GRAV-     980,331.9   (mgal)                       NAVD 88
 RX0752
 RX0752  VERT ORDER  -  FIRST     CLASS II
 RX0752
 RX0752.The horizontal coordinates were scaled from a topographic map and have
 RX0752.an estimated accuracy of +/- 6 seconds.
 RX0752
 RX0752.The orthometric height was determined by differential leveling
 RX0752.and adjusted by the National Geodetic Survey in June 1991..
 RX0752
 RX0752.The geoid height was determined by GEOID03.
 RX0752
 RX0752.The dynamic height is computed by dividing the NAVD 88
 RX0752.geopotential number by the normal gravity value computed on the
 RX0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0752.degrees latitude (g = 980.6199 gals.).
 RX0752
 RX0752.The modeled gravity was interpolated from observed gravity values.
 RX0752
 RX0752;                    North         East    Units  Estimated Accuracy
 RX0752;SPC MT       -   258,710.      345,230.      MT  (+/- 180 meters Scaled)
 RX0752
 RX0752                          SUPERSEDED SURVEY CONTROL
 RX0752
 RX0752.No superseded survey control is available for this station.
 RX0752
 RX0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS601544(NAD 83)
 RX0752_MARKER: DB = BENCH MARK DISK
 RX0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0752_SP_SET: STAINLESS STEEL ROD
 RX0752_STAMPING: A 448 1979
 RX0752_PROJECTION: PROJECTING 8 CENTIMETERS
 RX0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0752_ROD/PIPE-DEPTH: 4.57 meters
 RX0752
 RX0752  HISTORY     - Date     Condition        Report By
 RX0752  HISTORY     - 1979     MONUMENTED       NGS
 RX0752
 RX0752                          STATION DESCRIPTION
 RX0752
 RX0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0752'1.15 MI NW FROM GARRISON.
 RX0752'1.15 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0752'HIGHWAY 12 IN GARRISON, 0.05 MILE NORTH OF A SMALL UNDERPASS, AT
 RX0752'A POINT WHERE THE OLD AND NEW HIGHWAYS RUN TOGETHER, 64 FEET
 RX0752'EAST OF THE CENTERLINE OF THE OLD HIGHWAY (FRONTAGE ROAD), 61 FEET
 RX0752'WEST OF THE CENTERLINE OF THE EAST BOUND LANE OF THE NEW HIGHWAY 90,
 RX0752'AT AN ANGLE IN THE SOUTHWEST RIGHT-OF-WAY FENCE, 1 FOOT WEST OF THE
 RX0752'FENCELINE.
 RX0752'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RX0752'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0775 ***********************************************************************
 RX0775  DESIGNATION -  A 449
 RX0775  PID         -  RX0775
 RX0775  STATE/COUNTY-  MT/SILVER BOW
 RX0775  USGS QUAD   -  RAMSAY (1996)
 RX0775
 RX0775                         *CURRENT SURVEY CONTROL
 RX0775  ___________________________________________________________________
 RX0775* NAD 83(1986)-  46 02 14.     (N)    112 44 13.     (W)     SCALED    
 RX0775* NAVD 88     -      1650.956  (meters)    5416.51   (feet)  ADJUSTED  
 RX0775  ___________________________________________________________________
 RX0775  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 RX0775  DYNAMIC HT  -        1650.324 (meters)    5414.44  (feet)  COMP
 RX0775  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 RX0775
 RX0775  VERT ORDER  -  FIRST     CLASS II
 RX0775
 RX0775.The horizontal coordinates were scaled from a topographic map and have
 RX0775.an estimated accuracy of +/- 6 seconds.
 RX0775
 RX0775.The orthometric height was determined by differential leveling
 RX0775.and adjusted by the National Geodetic Survey in June 1991..
 RX0775
 RX0775.The geoid height was determined by GEOID03.
 RX0775
 RX0775.The dynamic height is computed by dividing the NAVD 88
 RX0775.geopotential number by the normal gravity value computed on the
 RX0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0775.degrees latitude (g = 980.6199 gals.).
 RX0775
 RX0775.The modeled gravity was interpolated from observed gravity values.
 RX0775
 RX0775;                    North         East    Units  Estimated Accuracy
 RX0775;SPC MT       -   203,790.      349,610.      MT  (+/- 180 meters Scaled)
 RX0775
 RX0775                          SUPERSEDED SURVEY CONTROL
 RX0775
 RX0775.No superseded survey control is available for this station.
 RX0775
 RX0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR655996(NAD 83)
 RX0775_MARKER: DB = BENCH MARK DISK
 RX0775_SETTING: 66 = SET IN ROCK OUTCROP
 RX0775_SP_SET: ROCK OUTCROP
 RX0775_STAMPING: A 449 1979
 RX0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0775+STABILITY: POSITION/ELEVATION WELL
 RX0775
 RX0775  HISTORY     - Date     Condition        Report By
 RX0775  HISTORY     - 1979     MONUMENTED       NGS
 RX0775
 RX0775                          STATION DESCRIPTION
 RX0775
 RX0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0775'5.8 MI NW FROM SILVER BOW.
 RX0775'5.8 MILES NORTHWEST ALONG INTERSTATE 90 FROM THE JUNCTION OF
 RX0775'INTERSTATE 15 NEAR SILVER BOW, SET IN TOP OF A ROCK OUTCROP NEAR THE
 RX0775'NORTHWEST END OF A HIGHWAY CUT ON THE WEST SIDE OF THE HIGHWAY,
 RX0775'0.35 MILE SOUTHEAST OF HIGHWAY MILE POST 213, AND NEAR THE SUMMIT
 RX0775'OF A GRADE ON THE HIGHWAY, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE
 RX0775'EASTBOUND LANES AND 160 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 RX0775'CUT.
 RX0775'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 RX0775'THE MARK IS 1 FT BELOW CENTERLINE OF LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0332 ***********************************************************************
 PZ0332  DESIGNATION -  A 45
 PZ0332  PID         -  PZ0332
 PZ0332  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0332  USGS QUAD   -  JEFF DAVIS PEAK (1988)
 PZ0332
 PZ0332                         *CURRENT SURVEY CONTROL
 PZ0332  ___________________________________________________________________
 PZ0332* NAD 83(1986)-  44 59 31.     (N)    113 13 57.     (W)     SCALED    
 PZ0332* NAVD 88     -      1888.361  (meters)    6195.40   (feet)  ADJUSTED  
 PZ0332  ___________________________________________________________________
 PZ0332  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 PZ0332  DYNAMIC HT  -        1887.390 (meters)    6192.21  (feet)  COMP
 PZ0332  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 PZ0332
 PZ0332  VERT ORDER  -  FIRST     CLASS II
 PZ0332
 PZ0332.The horizontal coordinates were scaled from a topographic map and have
 PZ0332.an estimated accuracy of +/- 6 seconds.
 PZ0332
 PZ0332.The orthometric height was determined by differential leveling
 PZ0332.and adjusted by the National Geodetic Survey in June 1991..
 PZ0332
 PZ0332.The geoid height was determined by GEOID03.
 PZ0332
 PZ0332.The dynamic height is computed by dividing the NAVD 88
 PZ0332.geopotential number by the normal gravity value computed on the
 PZ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0332.degrees latitude (g = 980.6199 gals.).
 PZ0332
 PZ0332.The modeled gravity was interpolated from observed gravity values.
 PZ0332
 PZ0332;                    North         East    Units  Estimated Accuracy
 PZ0332;SPC MT       -    89,480.      305,770.      MT  (+/- 180 meters Scaled)
 PZ0332
 PZ0332                          SUPERSEDED SURVEY CONTROL
 PZ0332
 PZ0332  NGVD 29 (??/??/92) 1887.022  (m)         6191.00   (f) ADJ UNCH    1 2
 PZ0332
 PZ0332.Superseded values are not recommended for survey control.
 PZ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0332.See file dsdata.txt to determine how the superseded data were derived.
 PZ0332
 PZ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ240844(NAD 83)
 PZ0332_MARKER: DB = BENCH MARK DISK
 PZ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0332_STAMPING: 6191.018 A 45 1933
 PZ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0332+STABILITY: SURFACE MOTION
 PZ0332
 PZ0332  HISTORY     - Date     Condition        Report By
 PZ0332  HISTORY     - 1933     MONUMENTED       CGS
 PZ0332  HISTORY     - 1958     GOOD             USGS
 PZ0332  HISTORY     - 1965     GOOD             USGS
 PZ0332
 PZ0332                          STATION DESCRIPTION
 PZ0332
 PZ0332'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PZ0332'18.6 MI W FROM ARMSTEAD.
 PZ0332'18.6 MILES WEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH RAILROAD
 PZ0332'FROM ARMSTEAD, BEAVERHEAD COUNTY, 1.1 MILES EAST OF THE SIDING AT
 PZ0332'BRENNER, 0.1 MILE WEST OF A DEEP CUT, 120 YARDS SOUTH OF A ROAD, 100
 PZ0332'YARDS WEST OF A GENTLY-SLOPING RAVINE, 50 YARDS EAST OF A SMALL CUT,
 PZ0332'25 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND 5 YARDS INSIDE THE
 PZ0332'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 6191.018 A 45 1933 AND
 PZ0332'SET IN THE TOP OF A CONCRETE POST.
 PZ0332
 PZ0332                          STATION RECOVERY (1965)
 PZ0332
 PZ0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PZ0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0257 ***********************************************************************
 RW0257  DESIGNATION -  A 451
 RW0257  PID         -  RW0257
 RW0257  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0257  USGS QUAD   -  EAST HELENA (1985)
 RW0257
 RW0257                         *CURRENT SURVEY CONTROL
 RW0257  ___________________________________________________________________
 RW0257* NAD 83(1999)-  46 35 32.89807(N)    111 57 42.09543(W)     ADJUSTED  
 RW0257* NAVD 88     -      1197.380  (meters)    3928.40   (feet)  ADJUSTED  
 RW0257  ___________________________________________________________________
 RW0257  X           -  -1,642,371.322 (meters)                     COMP
 RW0257  Y           -  -4,072,849.454 (meters)                     COMP
 RW0257  Z           -   4,611,610.575 (meters)                     COMP
 RW0257  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 RW0257  ELLIP HEIGHT-        1184.29  (meters)          (03/26/02) GPS OBS
 RW0257  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RW0257  DYNAMIC HT  -        1197.122 (meters)    3927.56  (feet)  COMP
 RW0257  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 RW0257
 RW0257  HORZ ORDER  -  THIRD
 RW0257  VERT ORDER  -  FIRST     CLASS II
 RW0257  ELLP ORDER  -  FIRST     CLASS I
 RW0257
 RW0257.The horizontal coordinates were established by GPS observations
 RW0257.and adjusted by the National Geodetic Survey in March 2002..
 RW0257.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RW0257.DATUM ITEM on the data sheet items page.
 RW0257
 RW0257.The orthometric height was determined by differential leveling
 RW0257.and adjusted by the National Geodetic Survey in June 1991..
 RW0257.WARNING-Repeat measurements at this control monument indicate possible
 RW0257.vertical movement.
 RW0257
 RW0257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RW0257
 RW0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0257
 RW0257.The ellipsoidal height was determined by GPS observations
 RW0257.and is referenced to NAD 83.
 RW0257
 RW0257.The geoid height was determined by GEOID03.
 RW0257
 RW0257.The dynamic height is computed by dividing the NAVD 88
 RW0257.geopotential number by the normal gravity value computed on the
 RW0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0257.degrees latitude (g = 980.6199 gals.).
 RW0257
 RW0257.The modeled gravity was interpolated from observed gravity values.
 RW0257
 RW0257;                    North         East     Units Scale Factor Converg.
 RW0257;SPC MT       -   263,263.350   411,495.226   MT  0.99941936   -1 48 02.7
 RW0257;SPC MT       -   863,724.90  1,350,049.95   iFT  0.99941936   -1 48 02.7
 RW0257;UTM  12      - 5,160,327.749   426,332.853   MT  0.99966670   -0 41 55.3
 RW0257
 RW0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0257!SPC MT       -   0.99981439  x   0.99941936  =   0.99923386
 RW0257!UTM  12      -   0.99981439  x   0.99966670  =   0.99948115
 RW0257
 RW0257                          SUPERSEDED SURVEY CONTROL
 RW0257
 RW0257  NAVD 88 (03/26/02) 1197.38   (m)         3928.4    (f) LEVELING    3  
 RW0257  NGVD 29 (??/??/92) 1196.338  (m)         3924.99   (f) ADJ UNCH    1 2
 RW0257
 RW0257.Superseded values are not recommended for survey control.
 RW0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0257.See file dsdata.txt to determine how the superseded data were derived.
 RW0257
 RW0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2633360328(NAD 83)
 RW0257_MARKER: DB = BENCH MARK DISK
 RW0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0257_STAMPING: A 451 1936
 RW0257_MARK LOGO: CGS   
 RW0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0257+STABILITY: SURFACE MOTION
 RW0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0257+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2001
 RW0257
 RW0257  HISTORY     - Date     Condition        Report By
 RW0257  HISTORY     - 1936     MONUMENTED       CGS
 RW0257  HISTORY     - 1962     GOOD             NGS
 RW0257  HISTORY     - 1980     GOOD             USGS
 RW0257  HISTORY     - 19960807 GOOD             MTDOT
 RW0257  HISTORY     - 20010517 GOOD             NGS
 RW0257
 RW0257                          STATION DESCRIPTION
 RW0257
 RW0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0257'1.95 MI NW FROM EAST HELENA.
 RW0257'1.95 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RW0257'AMERICAN SMELTER AND REFINING BAG BUILDING AT EAST HELENA, 78 1/2 FEET
 RW0257'EAST OF MILEPOLE 217, 41.0 FEET SOUTH OF THE SOUTH RAIL, 7.5 FEET
 RW0257'NORTH OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 RW0257'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RW0257'0.1 FOOT ABOVE THE GROUND.
 RW0257
 RW0257                          STATION RECOVERY (1980)
 RW0257
 RW0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RW0257'1.95 MILES NORTHWEST ALONG OLD GREAT NORTHERN RAILWAY FROM THE ASARCO
 RW0257'BAG BUILDING AT EAST HELENA, SOME 43 FEET SOUTH OF ABANDONED RAIL
 RW0257'BED, 0.15 MILE WEST OF A SWITCH ON THE BURLINGTON NORTHERN RR (THIS
 RW0257'SWITCH BEING THE EAST ENTRY TO THE HELENA FREIGHT YARD. CONCRETE POST
 RW0257'PROJECTS 0.1 FOOT ABOVE GROUND.
 RW0257
 RW0257                          STATION RECOVERY (1996)
 RW0257
 RW0257'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0257'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND U.S.  HIGHWAY 12, IN
 RW0257'HELENA, GO EAST ON U.S.  HIGHWAY 12 FOR 1.65 MI (2.66 KM) TO THE MARK
 RW0257'ON THE LEFT ON THE EAST SIDE OF AN UPHOLSTERY SHOP, ABOUT 500 FT
 RW0257'(152.4 M) NORTH OF THE HIGHWAY, 350 FT (106.7 M) SOUTH OF THE PRESENT
 RW0257'RAILROAD TRACKS AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.  IT IS
 RW0257'ALONG THE SOUTH SIDE OF AN OLD RAILROAD BED.
 RW0257
 RW0257                          STATION RECOVERY (2001)
 RW0257
 RW0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 RW0257'THE STATION IS LOCATED ABOUT 3.12 KM NORTHWEST OF EAST HELENA IN A
 RW0257'GRASS AREA NORTH OF U.S. HIGHWAY 12 AND ABOUT HALF WAY BETWEEN
 RW0257'THE HIGHWAY AND A RAILROAD TRACK, JUST SOUTH OF AN ABANDONDED
 RW0257'RAILROAD BED AND NORTHEAST OF AN UPHOLSTERY SHOP.
 RW0257' 
 RW0257'OWNERSHIP--UNKNOWN.
 RW0257' 
 RW0257'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF INTERSTATE
 RW0257'HIGHWAY 15 AND U.S. HIGHWAY 12 ON THE EAST SIDE OF HELENA, GO EAST
 RW0257'FOR 2.66 KM ON HIGHWAY 12 TO THE STATION ON THE LEFT.
 RW0257' 
 RW0257'STATION IS ABOUT 152.4 M NORTH OF HIGHWAY 12, 106.7 M SOUTH OF THE
 RW0257'RAILROAD TRACKS, 56.4 M NORTH OF THE NORTH EDGE OF THE NORTH
 RW0257'CURB OF A SERVICE ROAD, 55.1 M NORTH-NORTHWEST OF A FIRE HYDRANT,
 RW0257'40.0 M NORTHEAST OF THE NORTHEAST METAL CORNER OF THE
 RW0257'UPHOLSTERY SHOP BUILDING, 28.2 M SOUTH OF A UTILITY POLE, 0.25 M
 RW0257'SOUTH OF A WITNESS POST, AND THE MONUMENT IS ABOUT 0.4 M BELOW
 RW0257'THE SERVICE ROAD LEVEL AND PROJECTING ABOUT 5-CM ABOVE THE
 RW0257'GROUND SURFACE.  BY R.G. HAYES
 RW0257'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0346 ***********************************************************************
 RX0346  DESIGNATION -  A 452
 RX0346  PID         -  RX0346
 RX0346  STATE/COUNTY-  MT/JEFFERSON
 RX0346  USGS QUAD   -  JEFFERSON CITY (1985)
 RX0346
 RX0346                         *CURRENT SURVEY CONTROL
 RX0346  ___________________________________________________________________
 RX0346* NAD 83(1986)-  46 22 57.     (N)    112 04 01.     (W)     SCALED    
 RX0346* NAVD 88     -      1500.626  (meters)    4923.30   (feet)  ADJUSTED  
 RX0346  ___________________________________________________________________
 RX0346  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 RX0346  DYNAMIC HT  -        1500.159 (meters)    4921.77  (feet)  COMP
 RX0346  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 RX0346
 RX0346  VERT ORDER  -  FIRST     CLASS II
 RX0346
 RX0346.The horizontal coordinates were scaled from a topographic map and have
 RX0346.an estimated accuracy of +/- 6 seconds.
 RX0346
 RX0346.The orthometric height was determined by differential leveling
 RX0346.and adjusted by the National Geodetic Survey in June 1991..
 RX0346
 RX0346.The geoid height was determined by GEOID03.
 RX0346
 RX0346.The dynamic height is computed by dividing the NAVD 88
 RX0346.geopotential number by the normal gravity value computed on the
 RX0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0346.degrees latitude (g = 980.6199 gals.).
 RX0346
 RX0346.The modeled gravity was interpolated from observed gravity values.
 RX0346
 RX0346;                    North         East    Units  Estimated Accuracy
 RX0346;SPC MT       -   240,210.      402,670.      MT  (+/- 180 meters Scaled)
 RX0346
 RX0346                          SUPERSEDED SURVEY CONTROL
 RX0346
 RX0346  NGVD 29 (??/??/92) 1499.452  (m)         4919.45   (f) ADJ UNCH    1 2
 RX0346
 RX0346.Superseded values are not recommended for survey control.
 RX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0346.See file dsdata.txt to determine how the superseded data were derived.
 RX0346
 RX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS179371(NAD 83)
 RX0346_MARKER: DB = BENCH MARK DISK
 RX0346_SETTING: 66 = SET IN ROCK OUTCROP
 RX0346_SP_SET: OUTCROP
 RX0346_STAMPING: A 452 1936
 RX0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0346+STABILITY: POSITION/ELEVATION WELL
 RX0346
 RX0346  HISTORY     - Date     Condition        Report By
 RX0346  HISTORY     - 1936     MONUMENTED       CGS
 RX0346  HISTORY     - 1962     GOOD             NGS
 RX0346
 RX0346                          STATION DESCRIPTION
 RX0346
 RX0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0346'6.95 MI N FROM AMAZON.
 RX0346'6.95 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE SECTION
 RX0346'HOUSE AND SIGN AT AMAZON, AT MILEPOLE 236, 10 POLES WEST OF THE
 RX0346'SECTION HOUSE AND SIDING SIGN AT CORBIN, 17 RAILS EAST OF THE EAST END
 RX0346'OF A LONG STEEL TRESTLE, 47 FEET EAST OF THE MILEPOLE, 36.5 FEET NORTH
 RX0346'OF THE NORTH RAIL, 9.7 FEET SOUTH OF A FENCE, 7.6 FEET NORTH OF A
 RX0346'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A 2 BY
 RX0346'3 FOOT OUTCROP PROJECTING ABOUT 2 FEET ABOVE THE GROUND ON THE SOUTH
 RX0346'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0448 ***********************************************************************
 RW0448  DESIGNATION -  A 453
 RW0448  PID         -  RW0448
 RW0448  STATE/COUNTY-  MT/BROADWATER
 RW0448  USGS QUAD   -  CANYON FERRY SW (1972)
 RW0448
 RW0448                         *CURRENT SURVEY CONTROL
 RW0448  ___________________________________________________________________
 RW0448* NAD 83(1986)-  46 32 02.     (N)    111 44 35.     (W)     SCALED    
 RW0448* NAVD 88     -      1310.077  (meters)    4298.14   (feet)  ADJUSTED  
 RW0448  ___________________________________________________________________
 RW0448  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 RW0448  DYNAMIC HT  -        1309.764 (meters)    4297.12  (feet)  COMP
 RW0448  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 RW0448
 RW0448  VERT ORDER  -  FIRST     CLASS II
 RW0448
 RW0448.The horizontal coordinates were scaled from a topographic map and have
 RW0448.an estimated accuracy of +/- 6 seconds.
 RW0448
 RW0448.The orthometric height was determined by differential leveling
 RW0448.and adjusted by the National Geodetic Survey in June 1991..
 RW0448
 RW0448.The geoid height was determined by GEOID03.
 RW0448
 RW0448.The dynamic height is computed by dividing the NAVD 88
 RW0448.geopotential number by the normal gravity value computed on the
 RW0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0448.degrees latitude (g = 980.6199 gals.).
 RW0448
 RW0448.The modeled gravity was interpolated from observed gravity values.
 RW0448
 RW0448;                    North         East    Units  Estimated Accuracy
 RW0448;SPC MT       -   256,260.      428,050.      MT  (+/- 180 meters Scaled)
 RW0448
 RW0448                          SUPERSEDED SURVEY CONTROL
 RW0448
 RW0448  NGVD 29 (??/??/92) 1309.044  (m)         4294.76   (f) ADJ UNCH    1 2
 RW0448
 RW0448.Superseded values are not recommended for survey control.
 RW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0448.See file dsdata.txt to determine how the superseded data were derived.
 RW0448
 RW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS430536(NAD 83)
 RW0448_MARKER: DB = BENCH MARK DISK
 RW0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0448_STAMPING: A 453 1936
 RW0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0448+STABILITY: SURFACE MOTION
 RW0448
 RW0448  HISTORY     - Date     Condition        Report By
 RW0448  HISTORY     - 1936     MONUMENTED       CGS
 RW0448  HISTORY     - 1972     MARK NOT FOUND   USGS
 RW0448
 RW0448                          STATION DESCRIPTION
 RW0448
 RW0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0448'3.5 MI SE FROM LOUISVILLE.
 RW0448'IN BROADWATER COUNTY, 3.5 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC
 RW0448'RAILWAY FROM THE STATION AT LOUISVILLE (CLASOIL POST OFFICE),
 RW0448'JEFFERSON COUNTY, 7-2/3 RAILS (100 YARDS) NORTHWEST OF MILEPOST 224,
 RW0448'225 YARDS SOUTHEAST OF SEMAPHORE 224.2, 17 YARDS SOUTHEAST OF A ROAD
 RW0448'CROSSING, 79 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK AND 15 FEET
 RW0448'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 453
 RW0448'1936 AND SET IN THE TOP OF A CONCRETE POST.
 RW0448
 RW0448                          STATION RECOVERY (1972)
 RW0448
 RW0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RW0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0166 ***********************************************************************
 RX0166  DESIGNATION -  A 454
 RX0166  PID         -  RX0166
 RX0166  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0166  USGS QUAD   -  HELENA (1985)
 RX0166
 RX0166                         *CURRENT SURVEY CONTROL
 RX0166  ___________________________________________________________________
 RX0166* NAD 83(1986)-  46 35 01.     (N)    112 01 11.     (W)     SCALED    
 RX0166* NAVD 88     -      1266.616  (meters)    4155.56   (feet)  ADJUSTED  
 RX0166  ___________________________________________________________________
 RX0166  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0166  DYNAMIC HT  -        1266.329 (meters)    4154.61  (feet)  COMP
 RX0166  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 RX0166
 RX0166  VERT ORDER  -  FIRST     CLASS II
 RX0166
 RX0166.The horizontal coordinates were scaled from a topographic map and have
 RX0166.an estimated accuracy of +/- 6 seconds.
 RX0166
 RX0166.The orthometric height was determined by differential leveling
 RX0166.and adjusted by the National Geodetic Survey in June 1991..
 RX0166
 RX0166.The geoid height was determined by GEOID03.
 RX0166
 RX0166.The dynamic height is computed by dividing the NAVD 88
 RX0166.geopotential number by the normal gravity value computed on the
 RX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0166.degrees latitude (g = 980.6199 gals.).
 RX0166
 RX0166.The modeled gravity was interpolated from observed gravity values.
 RX0166
 RX0166;                    North         East    Units  Estimated Accuracy
 RX0166;SPC MT       -   262,420.      407,020.      MT  (+/- 180 meters Scaled)
 RX0166
 RX0166                          SUPERSEDED SURVEY CONTROL
 RX0166
 RX0166  NGVD 29 (??/??/92) 1265.569  (m)         4152.12   (f) ADJ UNCH    1 2
 RX0166
 RX0166.Superseded values are not recommended for survey control.
 RX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0166.See file dsdata.txt to determine how the superseded data were derived.
 RX0166
 RX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218593(NAD 83)
 RX0166_MARKER: DB = BENCH MARK DISK
 RX0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0166_STAMPING: A 454 1936
 RX0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0166+STABILITY: SURFACE MOTION
 RX0166
 RX0166  HISTORY     - Date     Condition        Report By
 RX0166  HISTORY     - 1936     MONUMENTED       CGS
 RX0166  HISTORY     - 1962     GOOD             NGS
 RX0166  HISTORY     - 1979     GOOD             NGS
 RX0166
 RX0166                          STATION DESCRIPTION
 RX0166
 RX0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0166'IN HELENA.
 RX0166'AT HELENA, LEWIS AND CLARK COUNTY, AT THE INTERSECTION OF SOUTH
 RX0166'MONTANA AVENUE AND BROADWAY, 18 FEET SOUTH OF THE SOUTH CURB OF
 RX0166'BROADWAY, 1-1/2 FEET WEST OF THE WEST CURB OF SOUTH MONTANA AVENUE,
 RX0166'4-1/2 FEET EAST OF THE EAST EDGE OF THE SIDEWALK, AND 22 FEET
 RX0166'SOUTHEAST OF A LAMPPOST.  A STANDARD DISK, STAMPED A 454 1936 AND SET
 RX0166'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 RX0166
 RX0166                          STATION RECOVERY (1979)
 RX0166
 RX0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0166'NOTE=FIRST ORDER LINE TIE L18718, MARK WAS NOT LEVELED TO THIS
 RX0166'SEASON.  NOT NEEDED FOR TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0135 ***********************************************************************
 RX0135  DESIGNATION -  A 455
 RX0135  PID         -  RX0135
 RX0135  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0135  USGS QUAD   -  HELENA (1985)
 RX0135
 RX0135                         *CURRENT SURVEY CONTROL
 RX0135  ___________________________________________________________________
 RX0135* NAD 83(1986)-  46 37 17.     (N)    112 01 13.     (W)     SCALED    
 RX0135* NAVD 88     -      1168.312  (meters)    3833.04   (feet)  ADJUSTED  
 RX0135  ___________________________________________________________________
 RX0135  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RX0135  DYNAMIC HT  -        1168.075 (meters)    3832.26  (feet)  COMP
 RX0135  MODELED GRAV-     980,371.5   (mgal)                       NAVD 88
 RX0135
 RX0135  VERT ORDER  -  FIRST     CLASS II
 RX0135
 RX0135.The horizontal coordinates were scaled from a topographic map and have
 RX0135.an estimated accuracy of +/- 6 seconds.
 RX0135
 RX0135.The orthometric height was determined by differential leveling
 RX0135.and adjusted by the National Geodetic Survey in June 1991..
 RX0135
 RX0135.The geoid height was determined by GEOID03.
 RX0135
 RX0135.The dynamic height is computed by dividing the NAVD 88
 RX0135.geopotential number by the normal gravity value computed on the
 RX0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0135.degrees latitude (g = 980.6199 gals.).
 RX0135
 RX0135.The modeled gravity was interpolated from observed gravity values.
 RX0135
 RX0135;                    North         East    Units  Estimated Accuracy
 RX0135;SPC MT       -   266,620.      407,110.      MT  (+/- 180 meters Scaled)
 RX0135
 RX0135                          SUPERSEDED SURVEY CONTROL
 RX0135
 RX0135  NGVD 29 (??/??/92) 1167.285  (m)         3829.67   (f) ADJ UNCH    1 2
 RX0135
 RX0135.Superseded values are not recommended for survey control.
 RX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0135.See file dsdata.txt to determine how the superseded data were derived.
 RX0135
 RX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218635(NAD 83)
 RX0135_MARKER: DB = BENCH MARK DISK
 RX0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0135_STAMPING: A 455 1936
 RX0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0135+STABILITY: SURFACE MOTION
 RX0135
 RX0135  HISTORY     - Date     Condition        Report By
 RX0135  HISTORY     - 1936     MONUMENTED       CGS
 RX0135  HISTORY     - 1962     GOOD             NGS
 RX0135
 RX0135                          STATION DESCRIPTION
 RX0135
 RX0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0135'1.35 MI N FROM HELENA.
 RX0135'1.35 MILES NORTH ALONG NORTH MONTANA AVENUE FROM THE CROSSING OF THE
 RX0135'NORTHERN PACIFIC RAILWAY AT HELENA, 2 POWER POLES NORTH OF BENCH MARK
 RX0135'Z 454, 31 1/2 FEET EAST OF THE CENTER LINE OF THE AVENUE, 44 FEET
 RX0135'NORTH-NORTHEAST OF A POWER POLE, 17 FEET SOUTH OF THE CENTER OF A
 RX0135'STEEL GATE, 22.0 FEET SOUTH OF A STEEL POST SUPPORTING A GAS HIGH
 RX0135'PRESSURE SIGN, ABOUT 1/2 FOOT LOWER THAN THE AVENUE, AND SET IN THE
 RX0135'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0105 ***********************************************************************
 RX0105  DESIGNATION -  A 456
 RX0105  PID         -  RX0105
 RX0105  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0105  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0105
 RX0105                         *CURRENT SURVEY CONTROL
 RX0105  ___________________________________________________________________
 RX0105* NAD 83(1986)-  46 40 55.     (N)    112 01 15.     (W)     SCALED    
 RX0105* NAVD 88     -      1131.668  (meters)    3712.81   (feet)  ADJUSTED  
 RX0105  ___________________________________________________________________
 RX0105  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0105  DYNAMIC HT  -        1131.443 (meters)    3712.08  (feet)  COMP
 RX0105  MODELED GRAV-     980,376.6   (mgal)                       NAVD 88
 RX0105
 RX0105  VERT ORDER  -  FIRST     CLASS II
 RX0105
 RX0105.The horizontal coordinates were scaled from a topographic map and have
 RX0105.an estimated accuracy of +/- 6 seconds.
 RX0105
 RX0105.The orthometric height was determined by differential leveling
 RX0105.and adjusted by the National Geodetic Survey in June 1991..
 RX0105
 RX0105.The geoid height was determined by GEOID03.
 RX0105
 RX0105.The dynamic height is computed by dividing the NAVD 88
 RX0105.geopotential number by the normal gravity value computed on the
 RX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0105.degrees latitude (g = 980.6199 gals.).
 RX0105
 RX0105.The modeled gravity was interpolated from observed gravity values.
 RX0105
 RX0105;                    North         East    Units  Estimated Accuracy
 RX0105;SPC MT       -   273,340.      407,290.      MT  (+/- 180 meters Scaled)
 RX0105
 RX0105                          SUPERSEDED SURVEY CONTROL
 RX0105
 RX0105  NGVD 29 (??/??/92) 1130.696  (m)         3709.63   (f) ADJ UNCH    1 2
 RX0105
 RX0105.Superseded values are not recommended for survey control.
 RX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0105.See file dsdata.txt to determine how the superseded data were derived.
 RX0105
 RX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219703(NAD 83)
 RX0105_MARKER: DB = BENCH MARK DISK
 RX0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0105_STAMPING: A 456 1936
 RX0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0105+STABILITY: SURFACE MOTION
 RX0105
 RX0105  HISTORY     - Date     Condition        Report By
 RX0105  HISTORY     - 1936     MONUMENTED       CGS
 RX0105  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0105
 RX0105                          STATION DESCRIPTION
 RX0105
 RX0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0105'6.7 MI N FROM HELENA.
 RX0105'6.7 MILES NORTH ALONG MONTANA AVENUE AND U.S. HIGHWAY 91 FROM THE
 RX0105'STATE CAPITOL AT HELENA, LEWIS AND CLARK COUNTY, 45 YARDS EAST OF THE
 RX0105'ROBERT MCELHANEY RESIDENCE, AT THE NORTH EDGE OF A ROAD LEADING TO A
 RX0105'FIELD, AND 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 RX0105'DISK, STAMPED A 456 1936 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RX0105'THE DESCRIBED LOCATION OF THE MARK IS IN AN IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0089 ***********************************************************************
 RX0089  DESIGNATION -  A 457
 RX0089  PID         -  RX0089
 RX0089  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0089  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0089
 RX0089                         *CURRENT SURVEY CONTROL
 RX0089  ___________________________________________________________________
 RX0089* NAD 83(1986)-  46 43 54.     (N)    112 01 17.     (W)     SCALED    
 RX0089* NAVD 88     -      1192.833  (meters)    3913.49   (feet)  ADJUSTED  
 RX0089  ___________________________________________________________________
 RX0089  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RX0089  DYNAMIC HT  -        1192.606 (meters)    3912.74  (feet)  COMP
 RX0089  MODELED GRAV-     980,382.0   (mgal)                       NAVD 88
 RX0089
 RX0089  VERT ORDER  -  FIRST     CLASS II
 RX0089
 RX0089.The horizontal coordinates were scaled from a topographic map and have
 RX0089.an estimated accuracy of +/- 6 seconds.
 RX0089
 RX0089.The orthometric height was determined by differential leveling
 RX0089.and adjusted by the National Geodetic Survey in June 1991..
 RX0089
 RX0089.The geoid height was determined by GEOID03.
 RX0089
 RX0089.The dynamic height is computed by dividing the NAVD 88
 RX0089.geopotential number by the normal gravity value computed on the
 RX0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0089.degrees latitude (g = 980.6199 gals.).
 RX0089
 RX0089.The modeled gravity was interpolated from observed gravity values.
 RX0089
 RX0089;                    North         East    Units  Estimated Accuracy
 RX0089;SPC MT       -   278,870.      407,420.      MT  (+/- 180 meters Scaled)
 RX0089
 RX0089                          SUPERSEDED SURVEY CONTROL
 RX0089
 RX0089  NGVD 29 (??/??/92) 1191.816  (m)         3910.15   (f) ADJ UNCH    1 2
 RX0089
 RX0089.Superseded values are not recommended for survey control.
 RX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0089.See file dsdata.txt to determine how the superseded data were derived.
 RX0089
 RX0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219758(NAD 83)
 RX0089_MARKER: DB = BENCH MARK DISK
 RX0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0089_STAMPING: A 457 1936
 RX0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0089+STABILITY: SURFACE MOTION
 RX0089
 RX0089  HISTORY     - Date     Condition        Report By
 RX0089  HISTORY     - 1936     MONUMENTED       CGS
 RX0089  HISTORY     - 1962     GOOD             NGS
 RX0089
 RX0089                          STATION DESCRIPTION
 RX0089
 RX0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0089'9.2 MI N FROM HELENA.
 RX0089'9.2 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0089'PACIFIC RAILROAD AT HELENA, 58 1/2 FEET WEST OF THE CENTER LINE OF THE
 RX0089'AVENUE, 1.2 FEET EAST OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, 1
 RX0089'FOOT LOWER THAN THE AVENUE AND IN THE TOP OF A CONCRETE POST
 RX0089'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0193 ***********************************************************************
 RX0193  DESIGNATION -  A 458
 RX0193  PID         -  RX0193
 RX0193  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0193  USGS QUAD   -  HELENA (1985)
 RX0193
 RX0193                         *CURRENT SURVEY CONTROL
 RX0193  ___________________________________________________________________
 RX0193* NAD 83(1986)-  46 34 54.     (N)    112 02 31.     (W)     SCALED    
 RX0193* NAVD 88     -      1341.790  (meters)    4402.19   (feet)  ADJUSTED  
 RX0193  ___________________________________________________________________
 RX0193  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 RX0193  DYNAMIC HT  -        1341.485 (meters)    4401.19  (feet)  COMP
 RX0193  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 RX0193
 RX0193  VERT ORDER  -  FIRST     CLASS II
 RX0193
 RX0193.The horizontal coordinates were scaled from a topographic map and have
 RX0193.an estimated accuracy of +/- 6 seconds.
 RX0193
 RX0193.The orthometric height was determined by differential leveling
 RX0193.and adjusted by the National Geodetic Survey in June 1991..
 RX0193
 RX0193.The geoid height was determined by GEOID03.
 RX0193
 RX0193.The dynamic height is computed by dividing the NAVD 88
 RX0193.geopotential number by the normal gravity value computed on the
 RX0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0193.degrees latitude (g = 980.6199 gals.).
 RX0193
 RX0193.The modeled gravity was interpolated from observed gravity values.
 RX0193
 RX0193;                    North         East    Units  Estimated Accuracy
 RX0193;SPC MT       -   262,260.      405,310.      MT  (+/- 180 meters Scaled)
 RX0193
 RX0193                          SUPERSEDED SURVEY CONTROL
 RX0193
 RX0193  NGVD 29 (??/??/92) 1340.746  (m)         4398.76   (f) ADJ UNCH    1 2
 RX0193
 RX0193.Superseded values are not recommended for survey control.
 RX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0193.See file dsdata.txt to determine how the superseded data were derived.
 RX0193
 RX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS201592(NAD 83)
 RX0193_MARKER: DB = BENCH MARK DISK
 RX0193_SETTING: 66 = SET IN ROCK OUTCROP
 RX0193_SP_SET: OUTCROP
 RX0193_STAMPING: A 458 1936
 RX0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0193+STABILITY: POSITION/ELEVATION WELL
 RX0193
 RX0193  HISTORY     - Date     Condition        Report By
 RX0193  HISTORY     - 1936     MONUMENTED       CGS
 RX0193  HISTORY     - 1962     GOOD             NGS
 RX0193
 RX0193                          STATION DESCRIPTION
 RX0193
 RX0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0193'IN HELENA.
 RX0193'AT HELENA, 0.05 MILE WEST ALONG THE EDGE OF A CLIFF FROM BENCH MARK Z
 RX0193'457, ON THE TOP OF A HILL, 89 YARDS NORTH-NORTHEAST OF THE NORTHWEST
 RX0193'CORNER OF A STONE WALL AROUND THE CITY WATER RESERVOIR, IN THE TOP OF
 RX0193'AN OUTCROP WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 28 FEET SOUTH OF
 RX0193'THE SOUTH EDGE OF THE CLIFF, 13 FEET EAST OF THE CENTER LINE OF A ROAD
 RX0193'LEADING TO THE TOP OF THE HILL FROM THE RESERVOIR, AND ABOUT LEVEL
 RX0193'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0279 ***********************************************************************
 RW0279  DESIGNATION -  A 459
 RW0279  PID         -  RW0279
 RW0279  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0279  USGS QUAD   -  EAST HELENA (1985)
 RW0279
 RW0279                         *CURRENT SURVEY CONTROL
 RW0279  ___________________________________________________________________
 RW0279* NAD 83(1986)-  46 34 13.     (N)    111 56 32.     (W)     SCALED    
 RW0279* NAVD 88     -      1245.340  (meters)    4085.75   (feet)  POSTED    
 RW0279  ___________________________________________________________________
 RW0279  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RW0279  DYNAMIC HT  -        1245.060 (meters)    4084.83  (feet)  COMP
 RW0279  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 RW0279
 RW0279  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RW0279
 RW0279.The horizontal coordinates were scaled from a topographic map and have
 RW0279.an estimated accuracy of +/- 6 seconds.
 RW0279
 RW0279.The orthometric height was determined by differential leveling
 RW0279.and adjusted by the National Geodetic Survey in 1992..
 RW0279.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RW0279.rate of 2.1 thru 3.0 mm/km.
 RW0279
 RW0279.The geoid height was determined by GEOID03.
 RW0279
 RW0279.The dynamic height is computed by dividing the NAVD 88
 RW0279.geopotential number by the normal gravity value computed on the
 RW0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0279.degrees latitude (g = 980.6199 gals.).
 RW0279
 RW0279.The modeled gravity was interpolated from observed gravity values.
 RW0279
 RW0279;                    North         East    Units  Estimated Accuracy
 RW0279;SPC MT       -   260,750.      412,910.      MT  (+/- 180 meters Scaled)
 RW0279
 RW0279                          SUPERSEDED SURVEY CONTROL
 RW0279
 RW0279  NGVD 29 (??/??/92) 1244.29   (m)         4082.3    (f) COMPUTED    1 2
 RW0279
 RW0279.Superseded values are not recommended for survey control.
 RW0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0279.See file dsdata.txt to determine how the superseded data were derived.
 RW0279
 RW0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS277578(NAD 83)
 RW0279_MARKER: DB = BENCH MARK DISK
 RW0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0279_STAMPING: A 459 1936
 RW0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0279+STABILITY: SURFACE MOTION
 RW0279
 RW0279  HISTORY     - Date     Condition        Report By
 RW0279  HISTORY     - 1936     MONUMENTED       CGS
 RW0279  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0279
 RW0279                          STATION DESCRIPTION
 RW0279
 RW0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0279'1.65 MI SW FROM EAST HELENA.
 RW0279'1.65 MI. S.W. ALONG COUNTY ROAD FROM N.P. RR. STATION.  ABOUT 75 YDS.
 RW0279'W. OF THE COUNTY ROAD FROM EAST HELENA TO JUNCTION WITH U.S. HWY. NO.
 RW0279'91.  COMPASS BEARING 190 DEGREE, DISTANCE 150 YDS. FROM B.M. Y 458.
 RW0279'COMPASS BEARING 10 DEGREE, DISTANCE 205 YDS. FROM B.M. B 459, MARKED
 RW0279'BY A 4 X 4 WOOD POST PAINTED WHITE AND U. S. B.M. PAINTED BLACK.
 RW0279'NOTE-- JULY 1950 USGS REPORT-ROAD HAS BEEN RELOCATED AND THIS PART OF
 RW0279'THE OLD ROAD HAS BEEN PLOWED UP AND IS A WHEAT FIELD.
 RW0279
 RW0279                          STATION RECOVERY (1962)
 RW0279
 RW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RW0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0040 ***********************************************************************
 QU0040  DESIGNATION -  A 46
 QU0040  PID         -  QU0040
 QU0040  STATE/COUNTY-  MT/CARTER
 QU0040  USGS QUAD   -  HAMMOND (1970)
 QU0040
 QU0040                         *CURRENT SURVEY CONTROL
 QU0040  ___________________________________________________________________
 QU0040* NAD 83(1986)-  45 14 35.     (N)    104 58 31.     (W)     SCALED    
 QU0040* NAVD 88     -      1076.876  (meters)    3533.05   (feet)  ADJUSTED  
 QU0040  ___________________________________________________________________
 QU0040  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QU0040  DYNAMIC HT  -        1076.619 (meters)    3532.21  (feet)  COMP
 QU0040  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 QU0040
 QU0040  VERT ORDER  -  FIRST     CLASS II
 QU0040
 QU0040.The horizontal coordinates were scaled from a topographic map and have
 QU0040.an estimated accuracy of +/- 6 seconds.
 QU0040
 QU0040.The orthometric height was determined by differential leveling
 QU0040.and adjusted by the National Geodetic Survey in June 1991..
 QU0040
 QU0040.The geoid height was determined by GEOID03.
 QU0040
 QU0040.The dynamic height is computed by dividing the NAVD 88
 QU0040.geopotential number by the normal gravity value computed on the
 QU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0040.degrees latitude (g = 980.6199 gals.).
 QU0040
 QU0040.The modeled gravity was interpolated from observed gravity values.
 QU0040
 QU0040;                    North         East    Units  Estimated Accuracy
 QU0040;SPC MT       -   120,630.      955,000.      MT  (+/- 180 meters Scaled)
 QU0040
 QU0040                          SUPERSEDED SURVEY CONTROL
 QU0040
 QU0040  NGVD 29 (??/??/92) 1076.253  (m)         3531.01   (f) ADJ UNCH    1 2
 QU0040
 QU0040.Superseded values are not recommended for survey control.
 QU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0040.See file dsdata.txt to determine how the superseded data were derived.
 QU0040
 QU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL019099(NAD 83)
 QU0040_MARKER: DB = BENCH MARK DISK
 QU0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0040_STAMPING: A 46 1934
 QU0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0040+STABILITY: SURFACE MOTION
 QU0040
 QU0040  HISTORY     - Date     Condition        Report By
 QU0040  HISTORY     - 1934     MONUMENTED       CGS
 QU0040  HISTORY     - 1934     GOOD             NGS
 QU0040  HISTORY     - 19950928 MARK NOT FOUND   NGS
 QU0040
 QU0040                          STATION DESCRIPTION
 QU0040
 QU0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QU0040'25.8 MI SE FROM BROADUS.
 QU0040'IN CARTER COUNTY, 25.8 MILES SOUTHEAST ALONG STATE HIGHWAY 22
 QU0040'FROM BROADUS, POWDER RIVER COUNTY, 76 FEET WEST OF THE FOOT OF
 QU0040'A ROCK-COVERED HILL, 147 FEET NORTH OF THE CENTERLINE OF THE
 QU0040'HIGHWAY, AND 5 FEET NORTH OF A NORTHEAST-AND-SOUTHWEST FENCE.
 QU0040'A STANDARD DISK, STAMPED A 46 1934 AND SET IN THE TOP OF A
 QU0040'CONCRETE POST.
 QU0040
 QU0040                          STATION RECOVERY (1995)
 QU0040
 QU0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0040'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0311 ***********************************************************************
 RW0311  DESIGNATION -  A 460
 RW0311  PID         -  RW0311
 RW0311  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0311  USGS QUAD   -  EAST HELENA (1985)
 RW0311
 RW0311                         *CURRENT SURVEY CONTROL
 RW0311  ___________________________________________________________________
 RW0311* NAD 83(1986)-  46 35 33.     (N)    111 54 55.     (W)     SCALED    
 RW0311* NAVD 88     -      1181.677  (meters)    3876.89   (feet)  ADJUSTED  
 RW0311  ___________________________________________________________________
 RW0311  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RW0311  DYNAMIC HT  -        1181.418 (meters)    3876.04  (feet)  COMP
 RW0311  MODELED GRAV-     980,355.1   (mgal)                       NAVD 88
 RW0311
 RW0311  VERT ORDER  -  FIRST     CLASS II
 RW0311
 RW0311.The horizontal coordinates were scaled from a topographic map and have
 RW0311.an estimated accuracy of +/- 6 seconds.
 RW0311
 RW0311.The orthometric height was determined by differential leveling
 RW0311.and adjusted by the National Geodetic Survey in June 1991..
 RW0311.WARNING-Repeat measurements at this control monument indicate possible
 RW0311.vertical movement.
 RW0311
 RW0311.The geoid height was determined by GEOID03.
 RW0311
 RW0311.The dynamic height is computed by dividing the NAVD 88
 RW0311.geopotential number by the normal gravity value computed on the
 RW0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0311.degrees latitude (g = 980.6199 gals.).
 RW0311
 RW0311.The modeled gravity was interpolated from observed gravity values.
 RW0311
 RW0311;                    North         East    Units  Estimated Accuracy
 RW0311;SPC MT       -   263,160.      415,050.      MT  (+/- 180 meters Scaled)
 RW0311
 RW0311                          SUPERSEDED SURVEY CONTROL
 RW0311
 RW0311  NGVD 29 (??/??/92) 1180.631  (m)         3873.45   (f) ADJ UNCH    1 2
 RW0311
 RW0311.Superseded values are not recommended for survey control.
 RW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0311.See file dsdata.txt to determine how the superseded data were derived.
 RW0311
 RW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS298602(NAD 83)
 RW0311_MARKER: DB = BENCH MARK DISK
 RW0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0311_STAMPING: A 460 1936
 RW0311_MARK LOGO: CGS   
 RW0311_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0311+STABILITY: SURFACE MOTION
 RW0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0311+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 RW0311
 RW0311  HISTORY     - Date     Condition        Report By
 RW0311  HISTORY     - 1936     MONUMENTED       CGS
 RW0311  HISTORY     - 1962     GOOD             NGS
 RW0311  HISTORY     - 19960807 GOOD             MTDOT
 RW0311
 RW0311                          STATION DESCRIPTION
 RW0311
 RW0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0311'IN EAST HELENA.
 RW0311'AT EAST HELENA, AT THE INTERSECTION OF MONTANA AVENUE AND KING STREET,
 RW0311'43.5 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF RESIDENCE 318
 RW0311'MONTANA AVENUE, 24 FEET WEST OF THE CENTER LINE OF THE AVENUE, 109
 RW0311'FEET SOUTH OF THE CENTER LINE OF THE STREET, 62 1/2 FEET NORTH AND
 RW0311'ACROSS THE ALLEY FROM A TELEPHONE POLE, 47 FEET NORTH OF A FENCE,
 RW0311'ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 RW0311'PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE POST IS
 RW0311'CHIPPED AND SLIGHTLY LEANING BUT IT IS STILL SOLID.
 RW0311
 RW0311                          STATION RECOVERY (1996)
 RW0311
 RW0311'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0311'0.35 MI (0.56 KM) NORTH OF THE INTERSECTION OF U.S.  HIGHWAY 12 ALONG
 RW0311'MONTANA AVENUE AND ON THE WEST SIDE OF THE AVENUE, AT EAST HELENA, AT
 RW0311'THE INTERSECTION OF MONTANA AVENUE AND KING STREET, 43.5 FT (13.3 M)
 RW0311'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF RESIDENCE 318 MONTANA
 RW0311'AVENUE, 24 FT (7.3 M) WEST OF THE CENTER LINE OF THE AVENUE, 109 FT
 RW0311'(33.2 M) SOUTH OF THE CENTER LINE OF THE STREET AND IN THE NORTHEAST
 RW0311'EDGE OF THE YARD.  NOTE--THE CONCRETE POST IS CHIPPED AND THE DISK HAS
 RW0311'BEEN HIT BUT THE MARK IS SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0336 ***********************************************************************
 RW0336  DESIGNATION -  A 461
 RW0336  PID         -  RW0336
 RW0336  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0336  USGS QUAD   -  EAST HELENA (1985)
 RW0336
 RW0336                         *CURRENT SURVEY CONTROL
 RW0336  ___________________________________________________________________
 RW0336* NAD 83(1999)-  46 37 02.07916(N)    111 54 53.31539(W)     ADJUSTED  
 RW0336* NAVD 88     -      1157.001  (meters)    3795.93   (feet)  ADJUSTED  
 RW0336  ___________________________________________________________________
 RW0336  X           -  -1,638,280.742 (meters)                     COMP
 RW0336  Y           -  -4,072,309.441 (meters)                     COMP
 RW0336  Z           -   4,613,473.425 (meters)                     COMP
 RW0336  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 RW0336  ELLIP HEIGHT-        1143.80  (meters)          (05/11/01) GPS OBS
 RW0336  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RW0336  DYNAMIC HT  -        1156.753 (meters)    3795.11  (feet)  COMP
 RW0336  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 RW0336
 RW0336  HORZ ORDER  -  FIRST
 RW0336  VERT ORDER  -  FIRST     CLASS II
 RW0336  ELLP ORDER  -  FOURTH    CLASS I
 RW0336
 RW0336.The horizontal coordinates were established by GPS observations
 RW0336.and adjusted by the National Geodetic Survey in May 2001..
 RW0336.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RW0336.DATUM ITEM on the data sheet items page.
 RW0336
 RW0336.The orthometric height was determined by differential leveling
 RW0336.and adjusted by the National Geodetic Survey in June 1991..
 RW0336
 RW0336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RW0336
 RW0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0336
 RW0336.The ellipsoidal height was determined by GPS observations
 RW0336.and is referenced to NAD 83.
 RW0336
 RW0336.The geoid height was determined by GEOID03.
 RW0336
 RW0336.The dynamic height is computed by dividing the NAVD 88
 RW0336.geopotential number by the normal gravity value computed on the
 RW0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0336.degrees latitude (g = 980.6199 gals.).
 RW0336
 RW0336.The modeled gravity was interpolated from observed gravity values.
 RW0336
 RW0336;                    North         East     Units Scale Factor Converg.
 RW0336;SPC MT       -   265,902.472   415,169.019   MT  0.99941630   -1 45 59.2
 RW0336;SPC MT       -   872,383.44  1,362,103.08   iFT  0.99941630   -1 45 59.2
 RW0336;UTM  12      - 5,163,037.692   429,956.109   MT  0.99966030   -0 39 53.6
 RW0336
 RW0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0336!SPC MT       -   0.99982073  x   0.99941630  =   0.99923714
 RW0336!UTM  12      -   0.99982073  x   0.99966030  =   0.99948109
 RW0336
 RW0336                          SUPERSEDED SURVEY CONTROL
 RW0336
 RW0336  NAD 83(1992)-  46 37 02.07773(N)    111 54 53.31596(W) AD(       ) 1
 RW0336  ELLIP H (12/09/96) 1143.89   (m)                       GP(       ) 4 2
 RW0336  NAVD 88 (12/09/96) 1157.00   (m)         3795.9    (f) LEVELING    3  
 RW0336  NGVD 29 (??/??/92) 1155.960  (m)         3792.51   (f) ADJ UNCH    1 2
 RW0336
 RW0336.Superseded values are not recommended for survey control.
 RW0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0336.See file dsdata.txt to determine how the superseded data were derived.
 RW0336
 RW0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2995663038(NAD 83)
 RW0336_MARKER: DB = BENCH MARK DISK
 RW0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0336_STAMPING: A 461 1936
 RW0336_MARK LOGO: CGS   
 RW0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0336+STABILITY: SURFACE MOTION
 RW0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0336+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 RW0336
 RW0336  HISTORY     - Date     Condition        Report By
 RW0336  HISTORY     - 1936     MONUMENTED       CGS
 RW0336  HISTORY     - 1962     GOOD             NGS
 RW0336  HISTORY     - 19960731 GOOD             MTDOT
 RW0336  HISTORY     - 19960807 GOOD             MTDOT
 RW0336  HISTORY     - 20060719 GOOD             ADACLA
 RW0336
 RW0336                          STATION DESCRIPTION
 RW0336
 RW0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0336'1.75 MI N FROM EAST HELENA.
 RW0336'1.75 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0336'THE GRADE SCHOOL AT EAST HELENA, AT THE INTERSECTION OF CANYON FERRY
 RW0336'DAM ROAD, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 97 FEET NORTH
 RW0336'OF THE CENTER LINE OF THE ROAD WEST, 92 FEET NORTHWEST OF TELEPHONE
 RW0336'POLE 62 WITH A GUY WIRE, 66 FEET NORTH OF A FENCE CORNER, 9.5 FEET
 RW0336'EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RW0336'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RW0336
 RW0336                          STATION RECOVERY (1996)
 RW0336
 RW0336'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0336'2.1 MI (3.4 KM) NORTH ALONG MONTANA AVENUE FROM THE INTERSECTION OF
 RW0336'U.S.  HIGHWAY 12 AND 287 AND MONTANA AVENUE, IN EAST HELENA, TO THE
 RW0336'JUNCTION WITH CANYON FERRY ROAD AND THE STATION IN THE NORTHWEST ANGLE
 RW0336'OF THE INTERSECTION, 100.0 FT (30.5 M) NORTH OF CANYON FERRY ROAD,
 RW0336'57.0 FT (17.4 M) SOUTH OF A POWER POLE, 36.0 FT (11.0 M) WEST OF THE
 RW0336'CENTER OF VALLEY DRIVE (WHICH IS WHAT MONTANA AVENUE TURNS INTO) ,
 RW0336'36.0 FT (11.0 M) EAST OF A FENCE AND 0.8 FT (24.4 CM) SOUTH OF A
 RW0336'WITNESS POST.
 RW0336
 RW0336                          STATION RECOVERY (1996)
 RW0336
 RW0336'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0336'FROM THE JUNCTION OF U.S.  HIGHWAYS 12 AND 287 AND MONTANA AVENUE, IN
 RW0336'EAST HELENA, GO NORTH ON MONTANA AVENUE FOR 2.1 MI (3.4 KM) TO THE
 RW0336'JUNCTION WITH CANYON FERRY ROAD AND THE STATION IN THE NORTHWEST ANGLE
 RW0336'OF THE INTERSECTION, 100.0 FT (30.5 M) NORTH OF CANYON FERRY ROAD,
 RW0336'57.0 FT (17.4 M) SOUTH OF A POWER POLE, 36.0 FT (11.0 M) WEST OF THE
 RW0336'CENTER OF VALLEY DRIVE (MONTANA AVENUE BECOMES VALLEY DRIVE AT THIS
 RW0336'POINT) , 36.0 FT (11.0 M) EAST OF A FENCE AND 0.8 FT (24.4 CM) SOUTH
 RW0336'OF A WITNESS POST.
 RW0336
 RW0336                          STATION RECOVERY (2006)
 RW0336
 RW0336'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 RW0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0361 ***********************************************************************
 RW0361  DESIGNATION -  A 462
 RW0361  PID         -  RW0361
 RW0361  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0361  USGS QUAD   -  HAUSER LAKE (1972)
 RW0361
 RW0361                         *CURRENT SURVEY CONTROL
 RW0361  ___________________________________________________________________
 RW0361* NAD 83(1986)-  46 39 10.     (N)    111 52 20.     (W)     SCALED    
 RW0361* NAVD 88     -      1171.875  (meters)    3844.73   (feet)  ADJUSTED  
 RW0361  ___________________________________________________________________
 RW0361  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RW0361  DYNAMIC HT  -        1171.638 (meters)    3843.95  (feet)  COMP
 RW0361  MODELED GRAV-     980,371.7   (mgal)                       NAVD 88
 RW0361
 RW0361  VERT ORDER  -  FIRST     CLASS II
 RW0361
 RW0361.The horizontal coordinates were scaled from a topographic map and have
 RW0361.an estimated accuracy of +/- 6 seconds.
 RW0361
 RW0361.The orthometric height was determined by differential leveling
 RW0361.and adjusted by the National Geodetic Survey in June 1991..
 RW0361.WARNING-Repeat measurements at this control monument indicate possible
 RW0361.vertical movement.
 RW0361
 RW0361.The geoid height was determined by GEOID03.
 RW0361
 RW0361.The dynamic height is computed by dividing the NAVD 88
 RW0361.geopotential number by the normal gravity value computed on the
 RW0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0361.degrees latitude (g = 980.6199 gals.).
 RW0361
 RW0361.The modeled gravity was interpolated from observed gravity values.
 RW0361
 RW0361;                    North         East    Units  Estimated Accuracy
 RW0361;SPC MT       -   269,750.      418,550.      MT  (+/- 180 meters Scaled)
 RW0361
 RW0361                          SUPERSEDED SURVEY CONTROL
 RW0361
 RW0361  NGVD 29 (??/??/92) 1170.847  (m)         3841.35   (f) ADJ UNCH    1 2
 RW0361
 RW0361.Superseded values are not recommended for survey control.
 RW0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0361.See file dsdata.txt to determine how the superseded data were derived.
 RW0361
 RW0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS332669(NAD 83)
 RW0361_MARKER: DB = BENCH MARK DISK
 RW0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0361_STAMPING: A 462 1936
 RW0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0361+STABILITY: SURFACE MOTION
 RW0361
 RW0361  HISTORY     - Date     Condition        Report By
 RW0361  HISTORY     - 1936     MONUMENTED       CGS
 RW0361  HISTORY     - 1962     GOOD             NGS
 RW0361  HISTORY     - 1962     MARK NOT FOUND   USGS
 RW0361
 RW0361                          STATION DESCRIPTION
 RW0361
 RW0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0361'5.3 MI NE FROM EAST HELENA.
 RW0361'2.15 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0361'THE GRADE SCHOOL AT EAST HELENA, THENCE 1.9 MILES NORTHEAST ALONG A
 RW0361'POWER LINE, THENCE 1.25 MILES EAST ALONG THE YORK ROAD, 0.05 MILE
 RW0361'NORTHEAST OF THE JUNCTION OF A FIELD ROAD NORTHWEST, 30 FEET NORTHWEST
 RW0361'OF THE CENTER LINE OF THE ROAD, 10 1/2 FENCE POST NORTHEAST OF THE
 RW0361'NORTHEAST END OF A GATE, 1.4 FEET SOUTHEAST OF A FENCE, 1.3 FEET
 RW0361'SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 RW0361'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RW0361'GROUND.
 RW0361
 RW0361                          STATION RECOVERY (1962)
 RW0361
 RW0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RW0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0389 ***********************************************************************
 RW0389  DESIGNATION -  A 463
 RW0389  PID         -  RW0389
 RW0389  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0389  USGS QUAD   -  HAUSER LAKE (1972)
 RW0389
 RW0389                         *CURRENT SURVEY CONTROL
 RW0389  ___________________________________________________________________
 RW0389* NAD 83(1986)-  46 41 21.     (N)    111 49 23.     (W)     SCALED    
 RW0389* NAVD 88     -      1130.054  (meters)    3707.52   (feet)  ADJUSTED  
 RW0389  ___________________________________________________________________
 RW0389  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 RW0389  DYNAMIC HT  -        1129.849 (meters)    3706.85  (feet)  COMP
 RW0389  MODELED GRAV-     980,393.7   (mgal)                       NAVD 88
 RW0389
 RW0389  VERT ORDER  -  FIRST     CLASS II
 RW0389
 RW0389.The horizontal coordinates were scaled from a topographic map and have
 RW0389.an estimated accuracy of +/- 6 seconds.
 RW0389
 RW0389.The orthometric height was determined by differential leveling
 RW0389.and adjusted by the National Geodetic Survey in June 1991..
 RW0389
 RW0389.The geoid height was determined by GEOID03.
 RW0389
 RW0389.The dynamic height is computed by dividing the NAVD 88
 RW0389.geopotential number by the normal gravity value computed on the
 RW0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0389.degrees latitude (g = 980.6199 gals.).
 RW0389
 RW0389.The modeled gravity was interpolated from observed gravity values.
 RW0389
 RW0389;                    North         East    Units  Estimated Accuracy
 RW0389;SPC MT       -   273,680.      422,430.      MT  (+/- 180 meters Scaled)
 RW0389
 RW0389                          SUPERSEDED SURVEY CONTROL
 RW0389
 RW0389  NGVD 29 (??/??/92) 1129.049  (m)         3704.22   (f) ADJ UNCH    1 2
 RW0389
 RW0389.Superseded values are not recommended for survey control.
 RW0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0389.See file dsdata.txt to determine how the superseded data were derived.
 RW0389
 RW0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS370709(NAD 83)
 RW0389_MARKER: DB = BENCH MARK DISK
 RW0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0389_STAMPING: A 463 1936
 RW0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0389+STABILITY: SURFACE MOTION
 RW0389
 RW0389  HISTORY     - Date     Condition        Report By
 RW0389  HISTORY     - 1936     MONUMENTED       CGS
 RW0389  HISTORY     - 1962     GOOD             NGS
 RW0389
 RW0389                          STATION DESCRIPTION
 RW0389
 RW0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0389'5.95 MI SW FROM YORK.
 RW0389'5.95 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK, 159
 RW0389'FEET WEST OF THE CENTER OF THE JUNCTION OF A ROAD EAST TO A LAKE, 120
 RW0389'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF THE
 RW0389'CENTER LINE OF A TRACK ROAD, 1.2 FEET SOUTHEAST OF A WITNESS POST,
 RW0389'ABOUT 6 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RW0389'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0423 ***********************************************************************
 RW0423  DESIGNATION -  A 464
 RW0423  PID         -  RW0423
 RW0423  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0423  USGS QUAD   -  HAUSER LAKE (1972)
 RW0423
 RW0423                         *CURRENT SURVEY CONTROL
 RW0423  ___________________________________________________________________
 RW0423* NAD 83(1986)-  46 42 47.     (N)    111 48 15.     (W)     SCALED    
 RW0423* NAVD 88     -      1116.750  (meters)    3663.87   (feet)  ADJUSTED  
 RW0423  ___________________________________________________________________
 RW0423  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 RW0423  DYNAMIC HT  -        1116.545 (meters)    3663.20  (feet)  COMP
 RW0423  MODELED GRAV-     980,392.6   (mgal)                       NAVD 88
 RW0423
 RW0423  VERT ORDER  -  FIRST     CLASS II
 RW0423
 RW0423.The horizontal coordinates were scaled from a topographic map and have
 RW0423.an estimated accuracy of +/- 6 seconds.
 RW0423
 RW0423.The orthometric height was determined by differential leveling
 RW0423.and adjusted by the National Geodetic Survey in June 1991..
 RW0423.WARNING-Repeat measurements at this control monument indicate possible
 RW0423.vertical movement.
 RW0423
 RW0423.The geoid height was determined by GEOID03.
 RW0423
 RW0423.The dynamic height is computed by dividing the NAVD 88
 RW0423.geopotential number by the normal gravity value computed on the
 RW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0423.degrees latitude (g = 980.6199 gals.).
 RW0423
 RW0423.The modeled gravity was interpolated from observed gravity values.
 RW0423
 RW0423;                    North         East    Units  Estimated Accuracy
 RW0423;SPC MT       -   276,290.      423,950.      MT  (+/- 180 meters Scaled)
 RW0423
 RW0423                          SUPERSEDED SURVEY CONTROL
 RW0423
 RW0423  NGVD 29 (??/??/92) 1115.740  (m)         3660.56   (f) ADJ UNCH    1 2
 RW0423
 RW0423.Superseded values are not recommended for survey control.
 RW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0423.See file dsdata.txt to determine how the superseded data were derived.
 RW0423
 RW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS385735(NAD 83)
 RW0423_MARKER: DB = BENCH MARK DISK
 RW0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0423_SP_SET: ABUTMENT
 RW0423_STAMPING: A 464 1936
 RW0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0423
 RW0423  HISTORY     - Date     Condition        Report By
 RW0423  HISTORY     - 1936     MONUMENTED       CGS
 RW0423  HISTORY     - 1962     GOOD             NGS
 RW0423
 RW0423                          STATION DESCRIPTION
 RW0423
 RW0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0423'3.2 MI SW FROM YORK.
 RW0423'3.2 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK, IN
 RW0423'THE TOP OF AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 RW0423'SOUTHEAST CONCRETE ABUTMENT OF A STEEL TRUSS BRIDGE OVER MISSOURI
 RW0423'RIVER, 9 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2
 RW0423'1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0203 ***********************************************************************
 RX0203  DESIGNATION -  A 465
 RX0203  PID         -  RX0203
 RX0203  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0203  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0203
 RX0203                         *CURRENT SURVEY CONTROL
 RX0203  ___________________________________________________________________
 RX0203* NAD 83(1986)-  46 38 38.     (N)    112 04 02.     (W)     SCALED    
 RX0203* NAVD 88     -      1214.585  (meters)    3984.85   (feet)  ADJUSTED  
 RX0203  ___________________________________________________________________
 RX0203  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0203  DYNAMIC HT  -        1214.331 (meters)    3984.02  (feet)  COMP
 RX0203  MODELED GRAV-     980,363.3   (mgal)                       NAVD 88
 RX0203
 RX0203  VERT ORDER  -  FIRST     CLASS II
 RX0203
 RX0203.The horizontal coordinates were scaled from a topographic map and have
 RX0203.an estimated accuracy of +/- 6 seconds.
 RX0203
 RX0203.The orthometric height was determined by differential leveling
 RX0203.and adjusted by the National Geodetic Survey in June 1991..
 RX0203
 RX0203.The geoid height was determined by GEOID03.
 RX0203
 RX0203.The dynamic height is computed by dividing the NAVD 88
 RX0203.geopotential number by the normal gravity value computed on the
 RX0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0203.degrees latitude (g = 980.6199 gals.).
 RX0203
 RX0203.The modeled gravity was interpolated from observed gravity values.
 RX0203
 RX0203;                    North         East    Units  Estimated Accuracy
 RX0203;SPC MT       -   269,230.      403,600.      MT  (+/- 180 meters Scaled)
 RX0203
 RX0203                          SUPERSEDED SURVEY CONTROL
 RX0203
 RX0203  NGVD 29 (??/??/92) 1213.554  (m)         3981.47   (f) ADJ UNCH    1 2
 RX0203
 RX0203.Superseded values are not recommended for survey control.
 RX0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0203.See file dsdata.txt to determine how the superseded data were derived.
 RX0203
 RX0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS183661(NAD 83)
 RX0203_MARKER: DB = BENCH MARK DISK
 RX0203_SETTING: 66 = SET IN ROCK OUTCROP
 RX0203_SP_SET: ROCK OUTCROP
 RX0203_STAMPING: A 465 1936
 RX0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0203+STABILITY: POSITION/ELEVATION WELL
 RX0203
 RX0203  HISTORY     - Date     Condition        Report By
 RX0203  HISTORY     - 1936     MONUMENTED       CGS
 RX0203  HISTORY     - 1962     GOOD             NGS
 RX0203
 RX0203                          STATION DESCRIPTION
 RX0203
 RX0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0203'2.75 MI N FROM HELENA.
 RX0203'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0203'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 0.3 MILE WEST ALONG A
 RX0203'COUNTY ROAD, THENCE 0.45 MILE NORTHWEST ACROSS COUNTRY, 0.1 MILE
 RX0203'EAST-NORTHEAST ACROSS COUNTRY FROM BENCH MARK B 465, 0.05 MILE
 RX0203'EAST-SOUTHEAST OF A CATTLEGUARD ALONG ROAD, 130 YARDS NORTHWEST OVER A
 RX0203'RIDGE FROM BENCH MARK Z 464, 130 FEET SOUTH OF A FENCE LINE, 27 FEET
 RX0203'SOUTH OF A POST SUPPORTED BY A MOUND OF STONE, IN THE TOP OF A ROCK
 RX0203'OUTCROP, NEAR A MOUND OF STONE AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0227 ***********************************************************************
 RX0227  DESIGNATION -  A 466
 RX0227  PID         -  RX0227
 RX0227  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0227  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0227
 RX0227                         *CURRENT SURVEY CONTROL
 RX0227  ___________________________________________________________________
 RX0227* NAD 83(1986)-  46 37 52.     (N)    112 05 21.     (W)     SCALED    
 RX0227* NAVD 88     -      1197.119  (meters)    3927.55   (feet)  ADJUSTED  
 RX0227  ___________________________________________________________________
 RX0227  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 RX0227  DYNAMIC HT  -        1196.862 (meters)    3926.70  (feet)  COMP
 RX0227  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 RX0227
 RX0227  VERT ORDER  -  FIRST     CLASS II
 RX0227
 RX0227.The horizontal coordinates were scaled from a topographic map and have
 RX0227.an estimated accuracy of +/- 6 seconds.
 RX0227
 RX0227.The orthometric height was determined by differential leveling
 RX0227.and adjusted by the National Geodetic Survey in June 1991..
 RX0227
 RX0227.The geoid height was determined by GEOID03.
 RX0227
 RX0227.The dynamic height is computed by dividing the NAVD 88
 RX0227.geopotential number by the normal gravity value computed on the
 RX0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0227.degrees latitude (g = 980.6199 gals.).
 RX0227
 RX0227.The modeled gravity was interpolated from observed gravity values.
 RX0227
 RX0227;                    North         East    Units  Estimated Accuracy
 RX0227;SPC MT       -   267,870.      401,880.      MT  (+/- 180 meters Scaled)
 RX0227
 RX0227                          SUPERSEDED SURVEY CONTROL
 RX0227
 RX0227  NGVD 29 (??/??/92) 1196.078  (m)         3924.13   (f) ADJ UNCH    1 2
 RX0227
 RX0227.Superseded values are not recommended for survey control.
 RX0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0227.See file dsdata.txt to determine how the superseded data were derived.
 RX0227
 RX0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS166647(NAD 83)
 RX0227_MARKER: DB = BENCH MARK DISK
 RX0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0227_STAMPING: A 466 1936
 RX0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0227+STABILITY: SURFACE MOTION
 RX0227
 RX0227  HISTORY     - Date     Condition        Report By
 RX0227  HISTORY     - 1936     MONUMENTED       CGS
 RX0227  HISTORY     - 1962     GOOD             NGS
 RX0227
 RX0227                          STATION DESCRIPTION
 RX0227
 RX0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0227'4.75 MI NW FROM HELENA.
 RX0227'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0227'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 1.55 MILES WEST ALONG A
 RX0227'COUNTY ROAD, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.2
 RX0227'MILE WEST ALONG A FENCE LINE, 175 YARDS WEST OF BENCH MARK Z 465, 6.0
 RX0227'FEET EAST OF A FENCE POST WITH 2 NAILS DRIVEN IN THE TOP, 1.0 FOOT
 RX0227'NORTH OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RX0227'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0251 ***********************************************************************
 RX0251  DESIGNATION -  A 467
 RX0251  PID         -  RX0251
 RX0251  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0251  USGS QUAD   -  HELENA (1985)
 RX0251
 RX0251                         *CURRENT SURVEY CONTROL
 RX0251  ___________________________________________________________________
 RX0251* NAD 83(1986)-  46 37 08.     (N)    112 06 55.     (W)     SCALED    
 RX0251* NAVD 88     -      1245.527  (meters)    4086.37   (feet)  ADJUSTED  
 RX0251  ___________________________________________________________________
 RX0251  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0251  DYNAMIC HT  -        1245.254 (meters)    4085.47  (feet)  COMP
 RX0251  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 RX0251
 RX0251  VERT ORDER  -  FIRST     CLASS II
 RX0251
 RX0251.The horizontal coordinates were scaled from a topographic map and have
 RX0251.an estimated accuracy of +/- 6 seconds.
 RX0251
 RX0251.The orthometric height was determined by differential leveling
 RX0251.and adjusted by the National Geodetic Survey in June 1991..
 RX0251
 RX0251.The geoid height was determined by GEOID03.
 RX0251
 RX0251.The dynamic height is computed by dividing the NAVD 88
 RX0251.geopotential number by the normal gravity value computed on the
 RX0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0251.degrees latitude (g = 980.6199 gals.).
 RX0251
 RX0251.The modeled gravity was interpolated from observed gravity values.
 RX0251
 RX0251;                    North         East    Units  Estimated Accuracy
 RX0251;SPC MT       -   266,580.      399,840.      MT  (+/- 180 meters Scaled)
 RX0251
 RX0251                          SUPERSEDED SURVEY CONTROL
 RX0251
 RX0251  NGVD 29 (??/??/92) 1244.482  (m)         4082.94   (f) ADJ UNCH    1 2
 RX0251
 RX0251.Superseded values are not recommended for survey control.
 RX0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0251.See file dsdata.txt to determine how the superseded data were derived.
 RX0251
 RX0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS146634(NAD 83)
 RX0251_MARKER: DB = BENCH MARK DISK
 RX0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0251_STAMPING: A 467 1936
 RX0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0251+STABILITY: SURFACE MOTION
 RX0251
 RX0251  HISTORY     - Date     Condition        Report By
 RX0251  HISTORY     - 1936     MONUMENTED       CGS
 RX0251  HISTORY     - 1962     GOOD             NGS
 RX0251
 RX0251                          STATION DESCRIPTION
 RX0251
 RX0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0251'0.8 MI S FROM FORT HARRISON.
 RX0251'0.8 MILE SOUTH ALONG THE WEST BOUNDARY FENCE AND A TRACK ROAD FROM THE
 RX0251'NORTHWEST CORNER FENCE BOUNDARY AT FORT HARRISON, 360 YARDS SOUTH OF
 RX0251'BENCH MARK Z 466, 45 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET
 RX0251'NORTH OF A FENCE POST WITH BRACE, 2.1 FEET WEST OF A FENCE, ABOUT
 RX0251'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RX0251'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0018 ***********************************************************************
 RX0018  DESIGNATION -  A 468
 RX0018  PID         -  RX0018
 RX0018  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0018  USGS QUAD   -  HELENA (1985)
 RX0018
 RX0018                         *CURRENT SURVEY CONTROL
 RX0018  ___________________________________________________________________
 RX0018* NAD 83(1986)-  46 36 37.     (N)    112 03 32.     (W)     SCALED    
 RX0018* NAVD 88     -      1196.227  (meters)    3924.62   (feet)  ADJUSTED  
 RX0018  ___________________________________________________________________
 RX0018  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0018  DYNAMIC HT  -        1195.987 (meters)    3923.83  (feet)  COMP
 RX0018  MODELED GRAV-     980,372.3   (mgal)                       NAVD 88
 RX0018
 RX0018  VERT ORDER  -  FIRST     CLASS II
 RX0018
 RX0018.The horizontal coordinates were scaled from a topographic map and have
 RX0018.an estimated accuracy of +/- 6 seconds.
 RX0018
 RX0018.The orthometric height was determined by differential leveling
 RX0018.and adjusted by the National Geodetic Survey in June 1991..
 RX0018
 RX0018.The geoid height was determined by GEOID03.
 RX0018
 RX0018.The dynamic height is computed by dividing the NAVD 88
 RX0018.geopotential number by the normal gravity value computed on the
 RX0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0018.degrees latitude (g = 980.6199 gals.).
 RX0018
 RX0018.The modeled gravity was interpolated from observed gravity values.
 RX0018
 RX0018;                    North         East    Units  Estimated Accuracy
 RX0018;SPC MT       -   265,480.      404,120.      MT  (+/- 180 meters Scaled)
 RX0018
 RX0018                          SUPERSEDED SURVEY CONTROL
 RX0018
 RX0018  NGVD 29 (??/??/92) 1195.253  (m)         3921.43   (f) ADJ UNCH    1 2
 RX0018
 RX0018.Superseded values are not recommended for survey control.
 RX0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0018.See file dsdata.txt to determine how the superseded data were derived.
 RX0018
 RX0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS189624(NAD 83)
 RX0018_MARKER: DB = BENCH MARK DISK
 RX0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0018_STAMPING: A 468 1936
 RX0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0018+STABILITY: SURFACE MOTION
 RX0018
 RX0018  HISTORY     - Date     Condition        Report By
 RX0018  HISTORY     - 1936     MONUMENTED       CGS
 RX0018  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0018
 RX0018                          STATION DESCRIPTION
 RX0018
 RX0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0018'1.6 MI E FROM BROADWATER.
 RX0018'1.6 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY SPUR TRACK FROM THE
 RX0018'NATATORIUM AT BROADWATER, LEWIS AND CLARK COUNTY, 166 YARDS WEST OF
 RX0018'THE CROSSING OF THE MAIN LINE OF THE GREAT NORTHERN RAILWAY, 35 YARDS
 RX0018'SOUTH OF THE GREAT NORTHERN RAILWAY MAIN TRACK, 52 FEET SOUTH OF THE
 RX0018'NORTHERN PACIFIC RAILWAY SPUR TRACK, AND NEAR A MOUND OF ROCKS.  A
 RX0018'STANDARD DISK, STAMPED A 468 1936 AND SET IN THE TOP OF A CONCRETE
 RX0018'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0084 ***********************************************************************
 QW0084  DESIGNATION -  A 47
 QW0084  PID         -  QW0084
 QW0084  STATE/COUNTY-  MT/CARBON
 QW0084  USGS QUAD   -  WARREN (1969)
 QW0084
 QW0084                         *CURRENT SURVEY CONTROL
 QW0084  ___________________________________________________________________
 QW0084* NAD 83(1986)-  45 00 21.     (N)    108 37 34.     (W)     SCALED    
 QW0084* NAVD 88     -      1310.765  (meters)    4300.40   (feet)  ADJUSTED  
 QW0084  ___________________________________________________________________
 QW0084  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 QW0084  DYNAMIC HT  -        1310.265 (meters)    4298.76  (feet)  COMP
 QW0084  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 QW0084
 QW0084  VERT ORDER  -  FIRST     CLASS II
 QW0084
 QW0084.The horizontal coordinates were scaled from a topographic map and have
 QW0084.an estimated accuracy of +/- 6 seconds.
 QW0084
 QW0084.The orthometric height was determined by differential leveling
 QW0084.and adjusted by the National Geodetic Survey in June 1991..
 QW0084
 QW0084.The geoid height was determined by GEOID03.
 QW0084
 QW0084.The dynamic height is computed by dividing the NAVD 88
 QW0084.geopotential number by the normal gravity value computed on the
 QW0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0084.degrees latitude (g = 980.6199 gals.).
 QW0084
 QW0084.The modeled gravity was interpolated from observed gravity values.
 QW0084
 QW0084;                    North         East    Units  Estimated Accuracy
 QW0084;SPC MT       -    84,400.      668,900.      MT  (+/- 180 meters Scaled)
 QW0084
 QW0084                          SUPERSEDED SURVEY CONTROL
 QW0084
 QW0084  NGVD 29 (06/08/92) 1309.880  (m)         4297.50   (f) ADJUSTED    1 2
 QW0084
 QW0084.Superseded values are not recommended for survey control.
 QW0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0084.See file dsdata.txt to determine how the superseded data were derived.
 QW0084
 QW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ870863(NAD 83)
 QW0084_MARKER: DB = BENCH MARK DISK
 QW0084_SETTING: 0 = UNSPECIFIED SETTING
 QW0084_STAMPING: A 47 1933
 QW0084_MARK LOGO: BOR   
 QW0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0084
 QW0084  HISTORY     - Date     Condition        Report By
 QW0084  HISTORY     - 1933     MONUMENTED       BOR
 QW0084  HISTORY     - 1969     GOOD             USGS
 QW0084  HISTORY     - 1982     GOOD             NGS
 QW0084
 QW0084                          STATION DESCRIPTION
 QW0084
 QW0084'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QW0084'2.6 MI N FROM FRANNIE.
 QW0084'TO REACH THE MARK FROM THE POST OFFICE IN FRANNIE, WYOMING HEAD NORTH
 QW0084'ON U.S. 310 2.6 MI. TO A BRIDGE AND A T-RD. WEST ON THE SOUTH SIDE OF
 QW0084'THE CANAL.  TURN LEFT AND FOLLOW ROAD 0.1 MI. TO AN OVERFLOW ON THE
 QW0084'CANAL.  THE MARK IS IN THE NORTHEAST CORNER OF THE OVERFLOW.
 QW0084
 QW0084                          STATION RECOVERY (1982)
 QW0084
 QW0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0084'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  33.6 KM (20.65
 QW0084'MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 QW0084'NEVADA STREET IN LOVELL, THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG A DIRT
 QW0084'ROAD, IN TOP OF THE NORTHWEST END OF A CONCRETE FLOOD GATE AT THE
 QW0084'SOUTHWEST END OF AN IRRIGATION FLUME, 7.3 METERS (24.0 FT) NORTHWEST
 QW0084'OF THE CENTER OF THE ROAD AND 0.6 METERS (2.0 FT) SOUTHEAST OF THE
 QW0084'SOUTHWEST CORNER OF THE FLUME.
 QW0084'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0346 ***********************************************************************
 TN0346  DESIGNATION -  A 470
 TN0346  PID         -  TN0346
 TN0346  STATE/COUNTY-  MT/LINCOLN
 TN0346  USGS QUAD   -  LIBBY (1983)
 TN0346
 TN0346                         *CURRENT SURVEY CONTROL
 TN0346  ___________________________________________________________________
 TN0346* NAD 83(1986)-  48 24 05.     (N)    115 32 00.     (W)     SCALED    
 TN0346* NAVD 88     -       639.265  (meters)    2097.32   (feet)  ADJUSTED  
 TN0346  ___________________________________________________________________
 TN0346  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TN0346  DYNAMIC HT  -         639.304 (meters)    2097.45  (feet)  COMP
 TN0346  MODELED GRAV-     980,652.8   (mgal)                       NAVD 88
 TN0346
 TN0346  VERT ORDER  -  FIRST     CLASS II
 TN0346
 TN0346.The horizontal coordinates were scaled from a topographic map and have
 TN0346.an estimated accuracy of +/- 6 seconds.
 TN0346
 TN0346.The orthometric height was determined by differential leveling
 TN0346.and adjusted by the National Geodetic Survey in June 1991..
 TN0346
 TN0346.The geoid height was determined by GEOID03.
 TN0346
 TN0346.The dynamic height is computed by dividing the NAVD 88
 TN0346.geopotential number by the normal gravity value computed on the
 TN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0346.degrees latitude (g = 980.6199 gals.).
 TN0346
 TN0346.The modeled gravity was interpolated from observed gravity values.
 TN0346
 TN0346;                    North         East    Units  Estimated Accuracy
 TN0346;SPC MT       -   478,500.      153,850.      MT  (+/- 180 meters Scaled)
 TN0346
 TN0346                          SUPERSEDED SURVEY CONTROL
 TN0346
 TN0346  NGVD 29 (??/??/92)  638.089  (m)         2093.46   (f) ADJ UNCH    1 2
 TN0346
 TN0346.Superseded values are not recommended for survey control.
 TN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0346.See file dsdata.txt to determine how the superseded data were derived.
 TN0346
 TN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP085619(NAD 83)
 TN0346_MARKER: DB = BENCH MARK DISK
 TN0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0346_STAMPING: A 470 1944
 TN0346_PROJECTION: PROJECTING 8 CENTIMETERS
 TN0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0346+STABILITY: SURFACE MOTION
 TN0346
 TN0346  HISTORY     - Date     Condition        Report By
 TN0346  HISTORY     - 1944     MONUMENTED       CGS
 TN0346  HISTORY     - 1980     GOOD             NGS
 TN0346
 TN0346                          STATION DESCRIPTION
 TN0346
 TN0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TN0346'1.3 MI NE FROM LIBBY.
 TN0346'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 37 AND THE AIRPORT ROAD FROM
 TN0346'THE GREAT NORTHERN RAILWAY STATION AT LIBBY, LINCOLN COUNTY, AT LIBBY
 TN0346'AIRPORT, 106 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE LANDING
 TN0346'STRIP, AND 1.6 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  AN IRON
 TN0346'BENCH-MARK DISK, STAMPED A 470 1944 AND SET IN THE TOP OF A CONCRETE
 TN0346'POST FLUSH WITH THE GROUND.
 TN0346
 TN0346                          STATION RECOVERY (1980)
 TN0346
 TN0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0346'2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0346'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, THENCE 0.5 KILOMETERS (0.3
 TN0346'MILES) EAST ALONG A GRAVEL ROAD LEADING TO A PARK AND A BASEBALL FIELD
 TN0346'ON THE SITE OF THE OLD LIBBY AIRPORT, AT THE NORTHWEST EDGE OF A
 TN0346'SMALL CLEARING IN A PINE FOREST, 29.1 METERS (95.5 FEET) NORTHWEST
 TN0346'OF THE CENTERLINE OF THE GRAVEL ROAD, 4.6 METERS (15.0 FEET) SOUTH-
 TN0346'SOUTHWEST OF A 12 INCH DIAMETER LONE PINE IN THE CLEARING.
 TN0346'NOTE-THIS CAST IRON MARK HAS RUSTED OVER THE YEARS AND THE STAMPING
 TN0346'IS DIFFICULT TO READ.
 TN0346'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0354 ***********************************************************************
 SU0354  DESIGNATION -  A 472
 SU0354  PID         -  SU0354
 SU0354  STATE/COUNTY-  MT/SANDERS
 SU0354  USGS QUAD   -  BELKNAP (1988)
 SU0354
 SU0354                         *CURRENT SURVEY CONTROL
 SU0354  ___________________________________________________________________
 SU0354* NAD 83(1986)-  47 37 56.     (N)    115 23 32.     (W)     SCALED    
 SU0354* NAVD 88     -       734.666  (meters)    2410.32   (feet)  ADJUSTED  
 SU0354  ___________________________________________________________________
 SU0354  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 SU0354  DYNAMIC HT  -         734.639 (meters)    2410.23  (feet)  COMP
 SU0354  MODELED GRAV-     980,551.8   (mgal)                       NAVD 88
 SU0354
 SU0354  VERT ORDER  -  FIRST     CLASS II
 SU0354
 SU0354.The horizontal coordinates were scaled from a topographic map and have
 SU0354.an estimated accuracy of +/- 6 seconds.
 SU0354
 SU0354.The orthometric height was determined by differential leveling
 SU0354.and adjusted by the National Geodetic Survey in June 1991..
 SU0354
 SU0354.The geoid height was determined by GEOID03.
 SU0354
 SU0354.The dynamic height is computed by dividing the NAVD 88
 SU0354.geopotential number by the normal gravity value computed on the
 SU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0354.degrees latitude (g = 980.6199 gals.).
 SU0354
 SU0354.The modeled gravity was interpolated from observed gravity values.
 SU0354
 SU0354;                    North         East    Units  Estimated Accuracy
 SU0354;SPC MT       -   392,460.      157,840.      MT  (+/- 180 meters Scaled)
 SU0354
 SU0354                          SUPERSEDED SURVEY CONTROL
 SU0354
 SU0354  NGVD 29 (??/??/92)  733.505  (m)         2406.51   (f) ADJ UNCH    1 2
 SU0354
 SU0354.Superseded values are not recommended for survey control.
 SU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0354.See file dsdata.txt to determine how the superseded data were derived.
 SU0354
 SU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN207766(NAD 83)
 SU0354_MARKER: DB = BENCH MARK DISK
 SU0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0354_STAMPING: A 472 1944
 SU0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0354+STABILITY: SURFACE MOTION
 SU0354
 SU0354  HISTORY     - Date     Condition        Report By
 SU0354  HISTORY     - 1944     MONUMENTED       CGS
 SU0354  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0354
 SU0354                          STATION DESCRIPTION
 SU0354
 SU0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0354'3.55 MI NW FROM THOMPSON FALLS.
 SU0354'ALONG THE NORTHERN PACIFIC RAILWAY, 3.55 MILES NORTHWEST OF THE
 SU0354'STATION AT THOMPSON FALLS, AT MILEPOST NO. 35, 0.35 MILE NORTHWEST OF
 SU0354'CROSSING OF GRAVEL ROAD AND RAILWAY, ABOUT 80.0 FEET NORTHWEST OF THE
 SU0354'SOUTHEAST END OF DIRT FILL, 49.0 FEET SOUTHWEST OF CENTER-LINE OF
 SU0354'GRAVEL ROAD PARALLELING RAILWAY, 42.6 FEET NORTHEAST OF THE NORTHEAST
 SU0354'RAIL, 33.1 FEET NORTHEAST OF THE MILEPOST, 20.4 FEET SOUTHWEST OF THE
 SU0354'RIGHT-OF-WAY FENCE LINE, 1.8 FEET SOUTHEAST OF REFERENCE POST, 3.0
 SU0354'FEET BELOW LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 SU0354'PROJECTING 3.0 INCHES ABOVE THE GROUND.
 SU0354
 SU0354                          STATION RECOVERY (1982)
 SU0354
 SU0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0226 ***********************************************************************
 SU0226  DESIGNATION -  A 473
 SU0226  PID         -  SU0226
 SU0226  STATE/COUNTY-  MT/SANDERS
 SU0226  USGS QUAD   -  PARADISE (1984)
 SU0226
 SU0226                         *CURRENT SURVEY CONTROL
 SU0226  ___________________________________________________________________
 SU0226* NAD 83(1986)-  47 26 48.     (N)    114 52 08.     (W)     SCALED    
 SU0226* NAVD 88     -       755.611  (meters)    2479.03   (feet)  ADJUSTED  
 SU0226  ___________________________________________________________________
 SU0226  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 SU0226  DYNAMIC HT  -         755.585 (meters)    2478.95  (feet)  COMP
 SU0226  MODELED GRAV-     980,553.9   (mgal)                       NAVD 88
 SU0226
 SU0226  VERT ORDER  -  FIRST     CLASS II
 SU0226
 SU0226.The horizontal coordinates were scaled from a topographic map and have
 SU0226.an estimated accuracy of +/- 6 seconds.
 SU0226
 SU0226.The orthometric height was determined by differential leveling
 SU0226.and adjusted by the National Geodetic Survey in June 1991..
 SU0226
 SU0226.The geoid height was determined by GEOID03.
 SU0226
 SU0226.The dynamic height is computed by dividing the NAVD 88
 SU0226.geopotential number by the normal gravity value computed on the
 SU0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0226.degrees latitude (g = 980.6199 gals.).
 SU0226
 SU0226.The modeled gravity was interpolated from observed gravity values.
 SU0226
 SU0226;                    North         East    Units  Estimated Accuracy
 SU0226;SPC MT       -   369,070.      195,630.      MT  (+/- 180 meters Scaled)
 SU0226
 SU0226                          SUPERSEDED SURVEY CONTROL
 SU0226
 SU0226  NGVD 29 (??/??/92)  754.488  (m)         2475.35   (f) ADJ UNCH    1 2
 SU0226
 SU0226.Superseded values are not recommended for survey control.
 SU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0226.See file dsdata.txt to determine how the superseded data were derived.
 SU0226
 SU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN606570(NAD 83)
 SU0226_MARKER: DB = BENCH MARK DISK
 SU0226_SETTING: 66 = SET IN ROCK OUTCROP
 SU0226_SP_SET: ROCK SHELF
 SU0226_STAMPING: A 473 1944
 SU0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0226+STABILITY: POSITION/ELEVATION WELL
 SU0226
 SU0226  HISTORY     - Date     Condition        Report By
 SU0226  HISTORY     - 1944     MONUMENTED       CGS
 SU0226  HISTORY     - 1980     GOOD             NGS
 SU0226
 SU0226                          STATION DESCRIPTION
 SU0226
 SU0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0226'0.95 MI SE FROM PLAINS.
 SU0226'ALONG THE NORTHERN PACIFIC RAILWAY, 0.95 MILE SOUTHEAST OF THE STATION
 SU0226'AT PLAINS, 279.0 FEET NORTHWEST OF MILEPOST NO. 5, AT A ROCK CUT ON
 SU0226'THE NORTHEAST SIDE OF RAILWAY, 3 1/2 39-FOOT RAILS NORTHWEST OF
 SU0226'SOUTHEAST END OF ROCK PORTION OF CUT, 12.0 FEET NORTHEAST OF NORTHEAST
 SU0226'RAIL, AT THE BASE OF A 3-FOOT VERTICAL FACE OF A ROCK, SET IN THE TOP
 SU0226'OF A ROCK SHELF 2.5 FEET ABOVE TRACK LEVEL.
 SU0226
 SU0226                          STATION RECOVERY (1980)
 SU0226
 SU0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0404 ***********************************************************************
 SU0404  DESIGNATION -  A 474
 SU0404  PID         -  SU0404
 SU0404  STATE/COUNTY-  MT/MINERAL
 SU0404  USGS QUAD   -  SAINT REGIS (1988)
 SU0404
 SU0404                         *CURRENT SURVEY CONTROL
 SU0404  ___________________________________________________________________
 SU0404* NAD 83(1986)-  47 16 44.     (N)    115 05 10.     (W)     SCALED    
 SU0404* NAVD 88     -       807.032  (meters)    2647.74   (feet)  ADJUSTED  
 SU0404  ___________________________________________________________________
 SU0404  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU0404  DYNAMIC HT  -         806.966 (meters)    2647.52  (feet)  COMP
 SU0404  MODELED GRAV-     980,505.7   (mgal)                       NAVD 88
 SU0404
 SU0404  VERT ORDER  -  FIRST     CLASS II
 SU0404
 SU0404.The horizontal coordinates were scaled from a topographic map and have
 SU0404.an estimated accuracy of +/- 6 seconds.
 SU0404
 SU0404.The orthometric height was determined by differential leveling
 SU0404.and adjusted by the National Geodetic Survey in June 1991..
 SU0404
 SU0404.The geoid height was determined by GEOID03.
 SU0404
 SU0404.The dynamic height is computed by dividing the NAVD 88
 SU0404.geopotential number by the normal gravity value computed on the
 SU0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0404.degrees latitude (g = 980.6199 gals.).
 SU0404
 SU0404.The modeled gravity was interpolated from observed gravity values.
 SU0404
 SU0404;                    North         East    Units  Estimated Accuracy
 SU0404;SPC MT       -   351,620.      177,970.      MT  (+/- 180 meters Scaled)
 SU0404
 SU0404                          SUPERSEDED SURVEY CONTROL
 SU0404
 SU0404  NGVD 29 (??/??/92)  805.891  (m)         2643.99   (f) ADJ UNCH    1 2
 SU0404
 SU0404.Superseded values are not recommended for survey control.
 SU0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0404.See file dsdata.txt to determine how the superseded data were derived.
 SU0404
 SU0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN447379(NAD 83)
 SU0404_MARKER: DB = BENCH MARK DISK
 SU0404_SETTING: 80 = SET IN A BOULDER
 SU0404_SP_SET: BOULDER
 SU0404_STAMPING: A 474 1944
 SU0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0404+STABILITY: SURFACE MOTION
 SU0404
 SU0404  HISTORY     - Date     Condition        Report By
 SU0404  HISTORY     - 1944     MONUMENTED       CGS
 SU0404  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0404
 SU0404                          STATION DESCRIPTION
 SU0404
 SU0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0404'1.0 MI SE FROM ST REGIS.
 SU0404'1.0 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0404'STATION AT ST. REGIS, ABOUT 0.3 MILE NORTHWEST OF MILEPOST NO. 196,
 SU0404'132 FEET NORTHWEST OF THE STATION ONE MILE SIGN POST, 46.4 FEET SOUTH
 SU0404'OF THE 8TH. POLE NORTHWEST OF THE MILEPOST AND THE FIRST POLE
 SU0404'NORTHWEST OF THE STATION SIGN, 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 SU0404'OF TRACK.  IRON BENCH MARK DISK SET VERTICALLY IN THE NORTHEAST FACE
 SU0404'OF A BOULDER AND ABOUT LEVEL WITH THE BASE OF THE RAIL.
 SU0404
 SU0404                          STATION RECOVERY (1982)
 SU0404
 SU0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0184 ***********************************************************************
 SU0184  DESIGNATION -  A 475
 SU0184  PID         -  SU0184
 SU0184  STATE/COUNTY-  MT/MINERAL
 SU0184  USGS QUAD   -  LOZEAU (1985)
 SU0184
 SU0184                         *CURRENT SURVEY CONTROL
 SU0184  ___________________________________________________________________
 SU0184* NAD 83(1986)-  47 05 45.     (N)    114 46 54.     (W)     SCALED    
 SU0184* NAVD 88     -       867.460  (meters)    2845.99   (feet)  ADJUSTED  
 SU0184  ___________________________________________________________________
 SU0184  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SU0184  DYNAMIC HT  -         867.367 (meters)    2845.69  (feet)  COMP
 SU0184  MODELED GRAV-     980,477.3   (mgal)                       NAVD 88
 SU0184
 SU0184  VERT ORDER  -  FIRST     CLASS II
 SU0184
 SU0184.The horizontal coordinates were scaled from a topographic map and have
 SU0184.an estimated accuracy of +/- 6 seconds.
 SU0184
 SU0184.The orthometric height was determined by differential leveling
 SU0184.and adjusted by the National Geodetic Survey in June 1991..
 SU0184
 SU0184.The geoid height was determined by GEOID03.
 SU0184
 SU0184.The dynamic height is computed by dividing the NAVD 88
 SU0184.geopotential number by the normal gravity value computed on the
 SU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0184.degrees latitude (g = 980.6199 gals.).
 SU0184
 SU0184.The modeled gravity was interpolated from observed gravity values.
 SU0184
 SU0184;                    North         East    Units  Estimated Accuracy
 SU0184;SPC MT       -   329,730.      199,560.      MT  (+/- 180 meters Scaled)
 SU0184
 SU0184                          SUPERSEDED SURVEY CONTROL
 SU0184
 SU0184  NGVD 29 (??/??/92)  866.337  (m)         2842.31   (f) ADJ UNCH    1 2
 SU0184
 SU0184.Superseded values are not recommended for survey control.
 SU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0184.See file dsdata.txt to determine how the superseded data were derived.
 SU0184
 SU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN683182(NAD 83)
 SU0184_MARKER: DB = BENCH MARK DISK
 SU0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0184_STAMPING: A 475 1944
 SU0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0184+STABILITY: SURFACE MOTION
 SU0184
 SU0184  HISTORY     - Date     Condition        Report By
 SU0184  HISTORY     - 1944     MONUMENTED       CGS
 SU0184
 SU0184                          STATION DESCRIPTION
 SU0184
 SU0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0184'6.8 MI N FROM RIVULET.
 SU0184'6.8 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SU0184'AT RIVULET, SET AT RAILROAD MILEAGE NO. 174.6, SET AT THE NORTH END OF
 SU0184'A LONG CUT, 25.6 FEET EAST OF FENCE, 21.4 FEET WEST OF WEST RAIL OF
 SU0184'TRACK, 15.6 FEET NORTHWEST OF SEMIPHORE TOWER NO. 1746, ABOUT 1 FOOT
 SU0184'ABOVE TRACK LEVEL, 1 FOOT NORTH OF REFERENCE POST.  IRON BENCH MARK
 SU0184'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.8 FOOT ABOVE THE
 SU0184'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0167 ***********************************************************************
 SU0167  DESIGNATION -  A 477
 SU0167  PID         -  SU0167
 SU0167  STATE/COUNTY-  MT/MINERAL
 SU0167  USGS QUAD   -  STARK SOUTH (1983)
 SU0167
 SU0167                         *CURRENT SURVEY CONTROL
 SU0167  ___________________________________________________________________
 SU0167* NAD 83(1986)-  47 00 05.     (N)    114 33 24.     (W)     SCALED    
 SU0167* NAVD 88     -       910.026  (meters)    2985.64   (feet)  ADJUSTED  
 SU0167  ___________________________________________________________________
 SU0167  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 SU0167  DYNAMIC HT  -         909.908 (meters)    2985.26  (feet)  COMP
 SU0167  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 SU0167
 SU0167  VERT ORDER  -  FIRST     CLASS II
 SU0167
 SU0167.The horizontal coordinates were scaled from a topographic map and have
 SU0167.an estimated accuracy of +/- 6 seconds.
 SU0167
 SU0167.The orthometric height was determined by differential leveling
 SU0167.and adjusted by the National Geodetic Survey in June 1991..
 SU0167
 SU0167.The geoid height was determined by GEOID03.
 SU0167
 SU0167.The dynamic height is computed by dividing the NAVD 88
 SU0167.geopotential number by the normal gravity value computed on the
 SU0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0167.degrees latitude (g = 980.6199 gals.).
 SU0167
 SU0167.The modeled gravity was interpolated from observed gravity values.
 SU0167
 SU0167;                    North         East    Units  Estimated Accuracy
 SU0167;SPC MT       -   318,130.      215,920.      MT  (+/- 180 meters Scaled)
 SU0167
 SU0167                          SUPERSEDED SURVEY CONTROL
 SU0167
 SU0167  NGVD 29 (??/??/92)  908.908  (m)         2981.98   (f) ADJ UNCH    1 2
 SU0167
 SU0167.Superseded values are not recommended for survey control.
 SU0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0167.See file dsdata.txt to determine how the superseded data were derived.
 SU0167
 SU0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN857082(NAD 83)
 SU0167_MARKER: DB = BENCH MARK DISK
 SU0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0167_SP_SET: TUNNEL WALL
 SU0167_STAMPING: A 477 1944
 SU0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0167
 SU0167  HISTORY     - Date     Condition        Report By
 SU0167  HISTORY     - 1944     MONUMENTED       CGS
 SU0167
 SU0167                          STATION DESCRIPTION
 SU0167
 SU0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0167'6.3 MI W FROM LOTHROP.
 SU0167'IN MINERAL COUNTY, 6.3 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY
 SU0167'FROM THE STATION AT LOTHROP, MISSOULA COUNTY, 0.1 MILE WEST OF
 SU0167'MILEPOST 157, 0.1 MILE EAST OF A ROAD CROSSING, AT THE WEST END OF
 SU0167'TUNNEL 5-1/2, IN THE SOUTH FACE OF THE NORTH WALL, 5.8 FEET NORTH OF
 SU0167'THE NORTH RAIL, AND ABOUT 2 FEET ABOVE THE GROUND.  AN IRON BENCH-MARK
 SU0167'DISK, STAMPED A 477 1944 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0053 ***********************************************************************
 TN0053  DESIGNATION -  A 478
 TN0053  PID         -  TN0053
 TN0053  STATE/COUNTY-  MT/FLATHEAD
 TN0053  USGS QUAD   -  
 TN0053
 TN0053                         *CURRENT SURVEY CONTROL
 TN0053  ___________________________________________________________________
 TN0053* NAD 83(1992)-  49 00 03.90249(N)    114 28 45.83597(W)     ADJUSTED  
 TN0053* NAVD 88     -      1215.268  (meters)    3987.09   (feet)  ADJUSTED  
 TN0053  ___________________________________________________________________
 TN0053  X           -  -1,737,491.162 (meters)                     COMP
 TN0053  Y           -  -3,816,212.019 (meters)                     COMP
 TN0053  Z           -   4,791,543.556 (meters)                     COMP
 TN0053  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 TN0053  ELLIP HEIGHT-        1200.07  (meters)          (07/28/92) GPS OBS
 TN0053  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TN0053  DYNAMIC HT  -        1215.257 (meters)    3987.06  (feet)  COMP
 TN0053  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 TN0053
 TN0053  HORZ ORDER  -  FIRST
 TN0053  VERT ORDER  -  FIRST     CLASS II
 TN0053  ELLP ORDER  -  FIFTH     CLASS I
 TN0053
 TN0053.The horizontal coordinates were established by GPS observations
 TN0053.and adjusted by the National Geodetic Survey in July 1992..
 TN0053
 TN0053.The orthometric height was determined by differential leveling
 TN0053.and adjusted by the National Geodetic Survey in June 1991..
 TN0053
 TN0053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0053
 TN0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0053
 TN0053.The ellipsoidal height was determined by GPS observations
 TN0053.and is referenced to NAD 83.
 TN0053
 TN0053.The geoid height was determined by GEOID03.
 TN0053
 TN0053.The dynamic height is computed by dividing the NAVD 88
 TN0053.geopotential number by the normal gravity value computed on the
 TN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0053.degrees latitude (g = 980.6199 gals.).
 TN0053
 TN0053.The modeled gravity was interpolated from observed gravity values.
 TN0053
 TN0053;                    North         East     Units Scale Factor Converg.
 TN0053;SPC MT       -   539,565.384   235,901.484   MT  1.00000067   -3 38 32.8
 TN0053;SPC MT       - 1,770,227.64    773,955.00   iFT  1.00000067   -3 38 32.8
 TN0053;UTM  11      - 5,430,637.649   684,350.906   MT  1.00001752   +1 54 10.4
 TN0053
 TN0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0053!SPC MT       -   0.99981197  x   1.00000067  =   0.99981264
 TN0053!UTM  11      -   0.99981197  x   1.00001752  =   0.99982949
 TN0053
 TN0053|---------------------------------------------------------------------|
 TN0053| PID    Reference Object                     Distance      Geod. Az  |
 TN0053|                                                           dddmmss.s |
 TN0053| TN1025 BOUNDARY MON 261 CD US               37.550 METERS 08935     |
 TN0053|---------------------------------------------------------------------|
 TN0053
 TN0053                          SUPERSEDED SURVEY CONTROL
 TN0053
 TN0053  NAD 83(1986)-  49 00 03.91270(N)    114 28 45.83071(W) AD(       ) 1
 TN0053  NGVD 29 (??/??/92) 1214.034  (m)         3983.04   (f) ADJ UNCH    1 2
 TN0053
 TN0053.Superseded values are not recommended for survey control.
 TN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0053.See file dsdata.txt to determine how the superseded data were derived.
 TN0053
 TN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ8435130638(NAD 83)
 TN0053_MARKER: DB = BENCH MARK DISK
 TN0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0053_SP_SET: CONCRETE POST
 TN0053_STAMPING: A 478 1946
 TN0053_MARK LOGO: CGS   
 TN0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0053+STABILITY: SURFACE MOTION
 TN0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0053+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1988
 TN0053
 TN0053  HISTORY     - Date     Condition        Report By
 TN0053  HISTORY     - 1946     MONUMENTED       CGS
 TN0053  HISTORY     - 19880725 GOOD             NGS
 TN0053
 TN0053                          STATION DESCRIPTION
 TN0053
 TN0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0053'7.7 MI NW FROM TRAILCREEK.
 TN0053'7.7 MILES NORTHWEST ALONG THE NORTH FORK ROAD FROM THE POST OFFICE AT
 TN0053'TRAILCREEK, AT THE INTERNATIONAL BOUNDARY, 123.6 FEET WEST OF BOUNDARY
 TN0053'MONUMENT NO. 261, 231.0 FEET WEST OF CENTERLINE OF THE ROAD, 180.0
 TN0053'FEET NORTHWEST OF THE NORTHWEST CORNER OF A LOG BUILDING, 2.0 FEET
 TN0053'WEST OF A WITNESS POST, AND PROJECTING 0.6 FOOT ABOVE THE GROUND.
 TN0053
 TN0053                          STATION RECOVERY (1988)
 TN0053
 TN0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN0053'THE STATION IS LOCATED 96.5 KM (59.95 MI) BY A GRAVEL ROAD, NORTH OF
 TN0053'COLUMBIA FALLS, MONTANA, AT THE PORT OF TRAIL CREEK, MONTANA -
 TN0053'FLATHEAD, BRITISH COLUMBIA BORDER CROSSING.
 TN0053'THE STATION MARK IS SET 70.4 M (231.0 FT) WEST OF THE APPROXIMATE
 TN0053'CENTER OF THE GRAVEL ROAD, 37.6 M (123.4 FT) WEST OF BOUNDARY
 TN0053'MONUMENT 261, AND 54.9 M (180.1 FT) NORTHWEST OF THE NORTHWEST CORNER
 TN0053'OF THE U.S. CUSTOMS OFFICE.
 TN0053'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0042 ***********************************************************************
 TN0042  DESIGNATION -  A 479
 TN0042  PID         -  TN0042
 TN0042  STATE/COUNTY-  MT/FLATHEAD
 TN0042  USGS QUAD   -  TRAILCREEK (1994)
 TN0042
 TN0042                         *CURRENT SURVEY CONTROL
 TN0042  ___________________________________________________________________
 TN0042* NAD 83(1986)-  48 53 45.     (N)    114 23 03.     (W)     SCALED    
 TN0042* NAVD 88     -      1149.019  (meters)    3769.74   (feet)  ADJUSTED  
 TN0042  ___________________________________________________________________
 TN0042  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 TN0042  DYNAMIC HT  -        1149.006 (meters)    3769.70  (feet)  COMP
 TN0042  MODELED GRAV-     980,560.8   (mgal)                       NAVD 88
 TN0042
 TN0042  VERT ORDER  -  FIRST     CLASS II
 TN0042
 TN0042.The horizontal coordinates were scaled from a topographic map and have
 TN0042.an estimated accuracy of +/- 6 seconds.
 TN0042
 TN0042.The orthometric height was determined by differential leveling
 TN0042.and adjusted by the National Geodetic Survey in June 1991..
 TN0042
 TN0042.The geoid height was determined by GEOID03.
 TN0042
 TN0042.The dynamic height is computed by dividing the NAVD 88
 TN0042.geopotential number by the normal gravity value computed on the
 TN0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0042.degrees latitude (g = 980.6199 gals.).
 TN0042
 TN0042.The modeled gravity was interpolated from observed gravity values.
 TN0042
 TN0042;                    North         East    Units  Estimated Accuracy
 TN0042;SPC MT       -   527,450.      242,130.      MT  (+/- 180 meters Scaled)
 TN0042
 TN0042                          SUPERSEDED SURVEY CONTROL
 TN0042
 TN0042  NGVD 29 (??/??/92) 1147.798  (m)         3765.73   (f) ADJ UNCH    1 2
 TN0042
 TN0042.Superseded values are not recommended for survey control.
 TN0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0042.See file dsdata.txt to determine how the superseded data were derived.
 TN0042
 TN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ917191(NAD 83)
 TN0042_MARKER: DB = BENCH MARK DISK
 TN0042_SETTING: 0 = UNSPECIFIED SETTING
 TN0042_STAMPING: A 479 1946
 TN0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0042
 TN0042  HISTORY     - Date     Condition        Report By
 TN0042  HISTORY     - 1946     MONUMENTED       CGS
 TN0042  HISTORY     - 1966     GOOD             USGS
 TN0042
 TN0042                          STATION DESCRIPTION
 TN0042
 TN0042'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TN0042'1.8 MI SE FROM TRAILCREEK.
 TN0042'1.8 MILES SOUTHEAST ALONG THE NORTH FORK ROAD FROM THE POST OFFICE AT
 TN0042'TRAILCREEK, 1.6 MILES NORTHWEST OF THE FORK RANGER STATION, 0.25 MILES
 TN0042'WEST OF A ROAD LEADING TO DEER TRAIL RANCH, 44.0 FEET NORTH OF
 TN0042'CENTERLINE OF THE ROAD, 25.0 FEET SOUTH OF A PINE TREE WITH TRIANGULAR
 TN0042'BLAZE, 30.0 FEET SOUTH OF A PINE TREE WITH TRIANGULAR BLAZE, ABOUT
 TN0042'LEVEL WITH THE ROAD, AND PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0016 ***********************************************************************
 TN0016  DESIGNATION -  A 480
 TN0016  PID         -  TN0016
 TN0016  STATE/COUNTY-  MT/FLATHEAD
 TN0016  USGS QUAD   -  DEMERS RIDGE (1994)
 TN0016
 TN0016                         *CURRENT SURVEY CONTROL
 TN0016  ___________________________________________________________________
 TN0016* NAD 83(1986)-  48 37 54.     (N)    114 09 02.     (W)     SCALED    
 TN0016* NAVD 88     -      1064.326  (meters)    3491.88   (feet)  ADJUSTED  
 TN0016  ___________________________________________________________________
 TN0016  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 TN0016  DYNAMIC HT  -        1064.319 (meters)    3491.85  (feet)  COMP
 TN0016  MODELED GRAV-     980,568.8   (mgal)                       NAVD 88
 TN0016
 TN0016  VERT ORDER  -  FIRST     CLASS II
 TN0016
 TN0016.The horizontal coordinates were scaled from a topographic map and have
 TN0016.an estimated accuracy of +/- 6 seconds.
 TN0016
 TN0016.The orthometric height was determined by differential leveling
 TN0016.and adjusted by the National Geodetic Survey in June 1991..
 TN0016
 TN0016.The geoid height was determined by GEOID03.
 TN0016
 TN0016.The dynamic height is computed by dividing the NAVD 88
 TN0016.geopotential number by the normal gravity value computed on the
 TN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0016.degrees latitude (g = 980.6199 gals.).
 TN0016
 TN0016.The modeled gravity was interpolated from observed gravity values.
 TN0016
 TN0016;                    North         East    Units  Estimated Accuracy
 TN0016;SPC MT       -   497,080.      257,480.      MT  (+/- 180 meters Scaled)
 TN0016
 TN0016                          SUPERSEDED SURVEY CONTROL
 TN0016
 TN0016  NGVD 29 (??/??/92) 1063.141  (m)         3487.99   (f) ADJ UNCH    1 2
 TN0016
 TN0016.Superseded values are not recommended for survey control.
 TN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0016.See file dsdata.txt to determine how the superseded data were derived.
 TN0016
 TN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP099904(NAD 83)
 TN0016_MARKER: DB = BENCH MARK DISK
 TN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0016_STAMPING: A 480 1946
 TN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0016+STABILITY: SURFACE MOTION
 TN0016
 TN0016  HISTORY     - Date     Condition        Report By
 TN0016  HISTORY     - 1946     MONUMENTED       CGS
 TN0016
 TN0016                          STATION DESCRIPTION
 TN0016
 TN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0016'12.5 MI SE FROM POLEBRIDGE.
 TN0016'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  12.2 MILES SOUTHEAST ALONG
 TN0016'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, 3.5 MILES
 TN0016'NORTHWEST OF THE BIG CREEK RANGER STATION, ON THE NORTHWEST SIDE OF A
 TN0016'DRAW, 28.6 FEET WEST OF THE SOUTHWEST END OF A GALVANIZED CULVERT,
 TN0016'24.0 FEET SOUTHWEST OF CENTERLINE OF THE ROAD, 4.0 FEET NORTHWEST OF A
 TN0016'PINE TREE WITH A TRIANGULAR BLAZE, 2.9 FEET SOUTHEAST OF A PINE TREE
 TN0016'WITH A TRIANGULAR BLAZE, ABOUT 3.0 FEET HIGHER THAN THE ROAD, AND
 TN0016'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0192 ***********************************************************************
 TN0192  DESIGNATION -  A 481
 TN0192  PID         -  TN0192
 TN0192  STATE/COUNTY-  MT/FLATHEAD
 TN0192  USGS QUAD   -  TALLY LAKE (1994)
 TN0192
 TN0192                         *CURRENT SURVEY CONTROL
 TN0192  ___________________________________________________________________
 TN0192* NAD 83(1986)-  48 29 30.     (N)    114 31 06.     (W)     SCALED    
 TN0192* NAVD 88     -       956.267  (meters)    3137.35   (feet)  ADJUSTED  
 TN0192  ___________________________________________________________________
 TN0192  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 TN0192  DYNAMIC HT  -         956.280 (meters)    3137.40  (feet)  COMP
 TN0192  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 TN0192
 TN0192  VERT ORDER  -  FIRST     CLASS II
 TN0192
 TN0192.The horizontal coordinates were scaled from a topographic map and have
 TN0192.an estimated accuracy of +/- 6 seconds.
 TN0192
 TN0192.The orthometric height was determined by differential leveling
 TN0192.and adjusted by the National Geodetic Survey in June 1991..
 TN0192
 TN0192.The geoid height was determined by GEOID03.
 TN0192
 TN0192.The dynamic height is computed by dividing the NAVD 88
 TN0192.geopotential number by the normal gravity value computed on the
 TN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0192.degrees latitude (g = 980.6199 gals.).
 TN0192
 TN0192.The modeled gravity was interpolated from observed gravity values.
 TN0192
 TN0192;                    North         East    Units  Estimated Accuracy
 TN0192;SPC MT       -   483,220.      229,430.      MT  (+/- 180 meters Scaled)
 TN0192
 TN0192                          SUPERSEDED SURVEY CONTROL
 TN0192
 TN0192  NGVD 29 (??/??/92)  955.059  (m)         3133.39   (f) ADJ UNCH    1 2
 TN0192
 TN0192.Superseded values are not recommended for survey control.
 TN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0192.See file dsdata.txt to determine how the superseded data were derived.
 TN0192
 TN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP833739(NAD 83)
 TN0192_MARKER: DB = BENCH MARK DISK
 TN0192_SETTING: 66 = SET IN ROCK OUTCROP
 TN0192_SP_SET: ROCK OUTCROP
 TN0192_STAMPING: A 481 1946
 TN0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0192+STABILITY: POSITION/ELEVATION WELL
 TN0192
 TN0192  HISTORY     - Date     Condition        Report By
 TN0192  HISTORY     - 1946     MONUMENTED       CGS
 TN0192
 TN0192                          STATION DESCRIPTION
 TN0192
 TN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0192'4.8 MI SE FROM OLNEY.
 TN0192'4.8 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0192'AT OLNEY, FLATHEAD COUNTY, 38 RAILS SOUTHEAST OF MILEPOST 1232, AT THE
 TN0192'SOUTHEAST END OF A CUT, 71.6 FEET NORTHEAST OF THE NORTHEAST RAIL, IN
 TN0192'THE TOP OF A ROCK OUTCROP PROJECTING 1.5 FEET ABOVE THE GROUND, AND
 TN0192'ABOUT 12 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 481
 TN0192'1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0200 ***********************************************************************
 TN0200  DESIGNATION -  A 482
 TN0200  PID         -  TN0200
 TN0200  STATE/COUNTY-  MT/LINCOLN
 TN0200  USGS QUAD   -  FORTINE (1983)
 TN0200
 TN0200                         *CURRENT SURVEY CONTROL
 TN0200  ___________________________________________________________________
 TN0200* NAD 83(1986)-  48 46 39.     (N)    114 55 42.     (W)     SCALED    
 TN0200* NAVD 88     -       881.742  (meters)    2892.85   (feet)  ADJUSTED  
 TN0200  ___________________________________________________________________
 TN0200  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TN0200  DYNAMIC HT  -         881.773 (meters)    2892.95  (feet)  COMP
 TN0200  MODELED GRAV-     980,617.8   (mgal)                       NAVD 88
 TN0200
 TN0200  VERT ORDER  -  FIRST     CLASS II
 TN0200
 TN0200.The horizontal coordinates were scaled from a topographic map and have
 TN0200.an estimated accuracy of +/- 6 seconds.
 TN0200
 TN0200.The orthometric height was determined by differential leveling
 TN0200.and adjusted by the National Geodetic Survey in June 1991..
 TN0200
 TN0200.The geoid height was determined by GEOID03.
 TN0200
 TN0200.The dynamic height is computed by dividing the NAVD 88
 TN0200.geopotential number by the normal gravity value computed on the
 TN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0200.degrees latitude (g = 980.6199 gals.).
 TN0200
 TN0200.The modeled gravity was interpolated from observed gravity values.
 TN0200
 TN0200;                    North         East    Units  Estimated Accuracy
 TN0200;SPC MT       -   516,940.      201,400.      MT  (+/- 180 meters Scaled)
 TN0200
 TN0200                          SUPERSEDED SURVEY CONTROL
 TN0200
 TN0200  NGVD 29 (??/??/92)  880.513  (m)         2888.82   (f) ADJ UNCH    1 2
 TN0200
 TN0200.Superseded values are not recommended for survey control.
 TN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0200.See file dsdata.txt to determine how the superseded data were derived.
 TN0200
 TN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ521047(NAD 83)
 TN0200_MARKER: DB = BENCH MARK DISK
 TN0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0200_SP_SET: ABUTMENT
 TN0200_STAMPING: A 482 1946
 TN0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0200
 TN0200  HISTORY     - Date     Condition        Report By
 TN0200  HISTORY     - 1946     MONUMENTED       CGS
 TN0200
 TN0200                          STATION DESCRIPTION
 TN0200
 TN0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0200'2.0 MI NW FROM FORTINE.
 TN0200'2.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0200'AT FORTINE, LINCOLN COUNTY, 400 FEET SOUTHEAST OF MILEPOST 1262, AT
 TN0200'THE NORTHEAST CORNER OF BRIDGE NO. 111 A OVER TOBACCO RIVER, IN THE
 TN0200'TOP OF THE EAST CONCRETE ABUTMENT, 20 FEET NORTH OF THE NORTH RAIL OF
 TN0200'THE MAIN TRACK, 0.9 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT, AND
 TN0200'1.4 FEET BELOW THE TOP OF THE TOP OF THE RAIL.  A STANDARD DISK,
 TN0200'STAMPED A 482 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0200 ***********************************************************************
 QV0200  DESIGNATION -  A 483
 QV0200  PID         -  QV0200
 QV0200  STATE/COUNTY-  MT/BIG HORN
 QV0200  USGS QUAD   -  WYOLA (1967)
 QV0200
 QV0200                         *CURRENT SURVEY CONTROL
 QV0200  ___________________________________________________________________
 QV0200* NAD 83(1986)-  45 12 59.     (N)    107 22 55.     (W)     SCALED    
 QV0200* NAVD 88     -      1080.215  (meters)    3544.01   (feet)  ADJUSTED  
 QV0200  ___________________________________________________________________
 QV0200  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 QV0200  DYNAMIC HT  -        1079.877 (meters)    3542.90  (feet)  COMP
 QV0200  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 QV0200
 QV0200  VERT ORDER  -  FIRST     CLASS II
 QV0200
 QV0200.The horizontal coordinates were scaled from a topographic map and have
 QV0200.an estimated accuracy of +/- 6 seconds.
 QV0200
 QV0200.The orthometric height was determined by differential leveling
 QV0200.and adjusted by the National Geodetic Survey in June 1991..
 QV0200
 QV0200.The geoid height was determined by GEOID03.
 QV0200
 QV0200.The dynamic height is computed by dividing the NAVD 88
 QV0200.geopotential number by the normal gravity value computed on the
 QV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0200.degrees latitude (g = 980.6199 gals.).
 QV0200
 QV0200.The modeled gravity was interpolated from observed gravity values.
 QV0200
 QV0200;                    North         East    Units  Estimated Accuracy
 QV0200;SPC MT       -   109,660.      766,330.      MT  (+/- 180 meters Scaled)
 QV0200
 QV0200                          SUPERSEDED SURVEY CONTROL
 QV0200
 QV0200  NGVD 29 (??/??/92) 1079.449  (m)         3541.49   (f) ADJ UNCH    1 2
 QV0200
 QV0200.Superseded values are not recommended for survey control.
 QV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0200.See file dsdata.txt to determine how the superseded data were derived.
 QV0200
 QV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL129097(NAD 83)
 QV0200_MARKER: DB = BENCH MARK DISK
 QV0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0200_STAMPING: A 483 1957
 QV0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0200+STABILITY: SURFACE MOTION
 QV0200
 QV0200  HISTORY     - Date     Condition        Report By
 QV0200  HISTORY     - 1957     MONUMENTED       CGS
 QV0200
 QV0200                          STATION DESCRIPTION
 QV0200
 QV0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0200'6.15 MI N FROM WYOLA.
 QV0200'ABOUT 6.15 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0200'RAILROAD FROM THE STATION AT WYOLA, 7.05 MILES SOUTH OF THE STATION AT
 QV0200'LODGE GRASS, 8 FEET SOUTH OF THE 8TH POLE NORTH OF MILEPOST 743, AT A
 QV0200'PRIVATE ROAD CROSSING, 23 FEET EAST OF THE EAST RAIL, 40 FEET NORTH OF
 QV0200'THE CENTER LINE OF THE ROAD, 47 FEET NORTHEAST OF THE CENTER OF THE
 QV0200'CROSSING, 9 FEET WEST OF THE FENCE, 2 FEET NORTH OF A WHITE WOODEN
 QV0200'WITNESS POST, 2 FEET BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST
 QV0200'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0008 ***********************************************************************
 QW0008  DESIGNATION -  A 484
 QW0008  PID         -  QW0008
 QW0008  STATE/COUNTY-  MT/YELLOWSTONE
 QW0008  USGS QUAD   -  BILLINGS EAST (1975)
 QW0008
 QW0008                         *CURRENT SURVEY CONTROL
 QW0008  ___________________________________________________________________
 QW0008* NAD 83(1986)-  45 50 02.     (N)    108 24 09.     (W)     SCALED    
 QW0008* NAVD 88     -       936.611  (meters)    3072.86   (feet)  ADJUSTED  
 QW0008  ___________________________________________________________________
 QW0008  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 QW0008  DYNAMIC HT  -         936.420 (meters)    3072.24  (feet)  COMP
 QW0008  MODELED GRAV-     980,380.1   (mgal)                       NAVD 88
 QW0008
 QW0008  VERT ORDER  -  FIRST     CLASS II
 QW0008
 QW0008.The horizontal coordinates were scaled from a topographic map and have
 QW0008.an estimated accuracy of +/- 6 seconds.
 QW0008
 QW0008.The orthometric height was determined by differential leveling
 QW0008.and adjusted by the National Geodetic Survey in June 1991..
 QW0008
 QW0008.The geoid height was determined by GEOID03.
 QW0008
 QW0008.The dynamic height is computed by dividing the NAVD 88
 QW0008.geopotential number by the normal gravity value computed on the
 QW0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0008.degrees latitude (g = 980.6199 gals.).
 QW0008
 QW0008.The modeled gravity was interpolated from observed gravity values.
 QW0008
 QW0008;                    North         East    Units  Estimated Accuracy
 QW0008;SPC MT       -   176,620.      685,230.      MT  (+/- 180 meters Scaled)
 QW0008
 QW0008                          SUPERSEDED SURVEY CONTROL
 QW0008
 QW0008  NGVD 29 (??/??/92)  935.871  (m)         3070.44   (f) ADJ UNCH    1 2
 QW0008
 QW0008.Superseded values are not recommended for survey control.
 QW0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0008.See file dsdata.txt to determine how the superseded data were derived.
 QW0008
 QW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR017788(NAD 83)
 QW0008_MARKER: DB = BENCH MARK DISK
 QW0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0008_STAMPING: A 484 1957
 QW0008_MARK LOGO: CGS   
 QW0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0008+STABILITY: SURFACE MOTION
 QW0008
 QW0008  HISTORY     - Date     Condition        Report By
 QW0008  HISTORY     - 1957     MONUMENTED       CGS
 QW0008  HISTORY     - 1981     GOOD             NGS
 QW0008
 QW0008                          STATION DESCRIPTION
 QW0008
 QW0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0008'5.95 MI NE FROM BILLINGS.
 QW0008'ABOUT 5.95 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0008'STATION AT BILLINGS, ABOUT 6.4 MILES SOUTHWEST OF THE STATION AT
 QW0008'HUNTLEY, IN SECTION 17, T 1 N, R 27 E, 20 POLES NORTHEAST OF MILEPOST
 QW0008'220, AT A ROAD CROSSING, 165 FEET WEST-NORTHWEST OF THE NEAR RAIL OF
 QW0008'THE WEST BOUND TRACK, 199 FEET WEST OF THE CENTER OF THE CROSSING, 31
 QW0008'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A ROAD, 6 FEET SOUTHEAST OF
 QW0008'A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 QW0008'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 QW0008'PROJECTING 5 INCHES.
 QW0008
 QW0008                          STATION RECOVERY (1981)
 QW0008
 QW0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0133 ***********************************************************************
 QW0133  DESIGNATION -  A 485
 QW0133  PID         -  QW0133
 QW0133  STATE/COUNTY-  MT/YELLOWSTONE
 QW0133  USGS QUAD   -  MOSSMAIN (1969)
 QW0133
 QW0133                         *CURRENT SURVEY CONTROL
 QW0133  ___________________________________________________________________
 QW0133* NAD 83(1986)-  45 40 52.     (N)    108 43 18.     (W)     SCALED    
 QW0133* NAVD 88     -       994.877  (meters)    3264.03   (feet)  ADJUSTED  
 QW0133  ___________________________________________________________________
 QW0133  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 QW0133  DYNAMIC HT  -         994.658 (meters)    3263.31  (feet)  COMP
 QW0133  MODELED GRAV-     980,361.6   (mgal)                       NAVD 88
 QW0133
 QW0133  VERT ORDER  -  FIRST     CLASS II
 QW0133
 QW0133.The horizontal coordinates were scaled from a topographic map and have
 QW0133.an estimated accuracy of +/- 6 seconds.
 QW0133
 QW0133.The orthometric height was determined by differential leveling
 QW0133.and adjusted by the National Geodetic Survey in June 1991..
 QW0133
 QW0133.The geoid height was determined by GEOID03.
 QW0133
 QW0133.The dynamic height is computed by dividing the NAVD 88
 QW0133.geopotential number by the normal gravity value computed on the
 QW0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0133.degrees latitude (g = 980.6199 gals.).
 QW0133
 QW0133.The modeled gravity was interpolated from observed gravity values.
 QW0133
 QW0133;                    North         East    Units  Estimated Accuracy
 QW0133;SPC MT       -   159,350.      660,620.      MT  (+/- 180 meters Scaled)
 QW0133
 QW0133                          SUPERSEDED SURVEY CONTROL
 QW0133
 QW0133  NGVD 29 (??/??/92)  994.080  (m)         3261.41   (f) ADJ UNCH    1 2
 QW0133
 QW0133.Superseded values are not recommended for survey control.
 QW0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0133.See file dsdata.txt to determine how the superseded data were derived.
 QW0133
 QW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR774611(NAD 83)
 QW0133_MARKER: DB = BENCH MARK DISK
 QW0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0133_SP_SET: CULVERT
 QW0133_STAMPING: A 485 1957
 QW0133_MARK LOGO: CGS   
 QW0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0133
 QW0133  HISTORY     - Date     Condition        Report By
 QW0133  HISTORY     - 1957     MONUMENTED       CGS
 QW0133  HISTORY     - 1981     GOOD             NGS
 QW0133
 QW0133                          STATION DESCRIPTION
 QW0133
 QW0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0133'2.35 MI NE FROM LAUREL.
 QW0133'ABOUT 2.35 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0133'STATION AT LAUREL, IN SECTION 11, T 2 S, R 24 E, 16 1/2 POLES
 QW0133'NORTHEAST OF MILEPOST 13, IN THE TOP OF THE SOUTHWEST END OF THE
 QW0133'NORTHWEST CONCRETE HEAD WALL OF A 36-INCH CULVERT, 10 FEET NORTHWEST
 QW0133'OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK, 32 FEET SOUTHEAST OF
 QW0133'THE CENTER LINE OF U. S. HIGHWAYS 10 AND 12, AND ABOUT 3 FEET BELOW
 QW0133'THE LEVEL OF THE TRACK.
 QW0133
 QW0133                          STATION RECOVERY (1981)
 QW0133
 QW0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0726 ***********************************************************************
 QW0726  DESIGNATION -  A 485 RESET
 QW0726  PID         -  QW0726
 QW0726  STATE/COUNTY-  MT/YELLOWSTONE
 QW0726  USGS QUAD   -  MOSSMAIN (1969)
 QW0726
 QW0726                         *CURRENT SURVEY CONTROL
 QW0726  ___________________________________________________________________
 QW0726* NAD 83(1986)-  45 40 52.     (N)    108 43 18.     (W)     SCALED    
 QW0726* NAVD 88     -       995.65   (meters)    3266.6    (feet)  RESET     
 QW0726  ___________________________________________________________________
 QW0726  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 QW0726
 QW0726  VERT ORDER  -  THIRD
 QW0726
 QW0726.The horizontal coordinates were scaled from a topographic map and have
 QW0726.an estimated accuracy of +/- 6 seconds.
 QW0726
 QW0726.The orthometric height was computed from unverified reset data.
 QW0726.No vertical observational check was made to the station.
 QW0726
 QW0726.The geoid height was determined by GEOID03.
 QW0726
 QW0726;                    North         East    Units  Estimated Accuracy
 QW0726;SPC MT       -   159,350.      660,620.      MT  (+/- 180 meters Scaled)
 QW0726
 QW0726                          SUPERSEDED SURVEY CONTROL
 QW0726
 QW0726  NGVD 29 (03/30/06)  994.85   (m)         3263.9    (f) RESET       3  
 QW0726
 QW0726.Superseded values are not recommended for survey control.
 QW0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0726.See file dsdata.txt to determine how the superseded data were derived.
 QW0726
 QW0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR774611(NAD 83)
 QW0726_MARKER: DV = VERTICAL CONTROL DISK
 QW0726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QW0726_SP_SET: HEADWALL
 QW0726_STAMPING: A 485 RESET 1981
 QW0726_MARK LOGO: NGS   
 QW0726_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0726+STABILITY: SURFACE MOTION
 QW0726
 QW0726  HISTORY     - Date     Condition        Report By
 QW0726  HISTORY     - 1981     MONUMENTED       NGS
 QW0726
 QW0726                          STATION DESCRIPTION
 QW0726
 QW0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0726'2.35 MILES (3.78 KM) NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 QW0726'THE STATION IN LAUREL, 16 1/2 POLES NORTHEAST OF MILEPOST 13, IN THE
 QW0726'SOUTHWEST END OF A 36-INCH CONCRETE CULVERT, 14 FEET (4.3 M) NORTH OF
 QW0726'STATION 64+48.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0192 ***********************************************************************
 QV0192  DESIGNATION -  A 486
 QV0192  PID         -  QV0192
 QV0192  STATE/COUNTY-  MT/BIG HORN
 QV0192  USGS QUAD   -  GOOD LUCK CREEK (1967)
 QV0192
 QV0192                         *CURRENT SURVEY CONTROL
 QV0192  ___________________________________________________________________
 QV0192* NAD 83(1986)-  45 16 31.     (N)    107 22 39.     (W)     SCALED    
 QV0192* NAVD 88     -      1046.300  (meters)    3432.74   (feet)  ADJUSTED  
 QV0192  ___________________________________________________________________
 QV0192  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 QV0192  DYNAMIC HT  -        1045.982 (meters)    3431.69  (feet)  COMP
 QV0192  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 QV0192
 QV0192  VERT ORDER  -  FIRST     CLASS II
 QV0192
 QV0192.The horizontal coordinates were scaled from a topographic map and have
 QV0192.an estimated accuracy of +/- 6 seconds.
 QV0192
 QV0192.The orthometric height was determined by differential leveling
 QV0192.and adjusted by the National Geodetic Survey in June 1991..
 QV0192
 QV0192.The geoid height was determined by GEOID03.
 QV0192
 QV0192.The dynamic height is computed by dividing the NAVD 88
 QV0192.geopotential number by the normal gravity value computed on the
 QV0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0192.degrees latitude (g = 980.6199 gals.).
 QV0192
 QV0192.The modeled gravity was interpolated from observed gravity values.
 QV0192
 QV0192;                    North         East    Units  Estimated Accuracy
 QV0192;SPC MT       -   116,210.      766,500.      MT  (+/- 180 meters Scaled)
 QV0192
 QV0192                          SUPERSEDED SURVEY CONTROL
 QV0192
 QV0192  NGVD 29 (??/??/92) 1045.540  (m)         3430.24   (f) ADJ UNCH    1 2
 QV0192
 QV0192.Superseded values are not recommended for survey control.
 QV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0192.See file dsdata.txt to determine how the superseded data were derived.
 QV0192
 QV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL135162(NAD 83)
 QV0192_MARKER: DB = BENCH MARK DISK
 QV0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0192_SP_SET: ABUTMENT
 QV0192_STAMPING: A 486 1957
 QV0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0192
 QV0192  HISTORY     - Date     Condition        Report By
 QV0192  HISTORY     - 1957     MONUMENTED       CGS
 QV0192
 QV0192                          STATION DESCRIPTION
 QV0192
 QV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0192'2.95 MI S FROM LODGE GRASS.
 QV0192'ABOUT 2.95 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0192'RAILROAD FROM THE STATION AT LODGE GRASS, IN THE TOP OF THE EAST END
 QV0192'OF THE SOUTH ABUTMENT OF BRIDGE 747.30, 4 1/2 FEET EAST OF THE EAST
 QV0192'RAIL AND ABOUT 4 FEET BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0246 ***********************************************************************
 QV0246  DESIGNATION -  A 487
 QV0246  PID         -  QV0246
 QV0246  STATE/COUNTY-  MT/BIG HORN
 QV0246  USGS QUAD   -  ROWLEY (1969)
 QV0246
 QV0246                         *CURRENT SURVEY CONTROL
 QV0246  ___________________________________________________________________
 QV0246* NAD 83(1986)-  45 44 44.     (N)    107 51 29.     (W)     SCALED    
 QV0246* NAVD 88     -       985.866  (meters)    3234.46   (feet)  ADJUSTED  
 QV0246  ___________________________________________________________________
 QV0246  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 QV0246  DYNAMIC HT  -         985.657 (meters)    3233.78  (feet)  COMP
 QV0246  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 QV0246
 QV0246  VERT ORDER  -  FIRST     CLASS II
 QV0246
 QV0246.The horizontal coordinates were scaled from a topographic map and have
 QV0246.an estimated accuracy of +/- 6 seconds.
 QV0246
 QV0246.The orthometric height was determined by differential leveling
 QV0246.and adjusted by the National Geodetic Survey in June 1991..
 QV0246
 QV0246.The geoid height was determined by GEOID03.
 QV0246
 QV0246.The dynamic height is computed by dividing the NAVD 88
 QV0246.geopotential number by the normal gravity value computed on the
 QV0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0246.degrees latitude (g = 980.6199 gals.).
 QV0246
 QV0246.The modeled gravity was interpolated from observed gravity values.
 QV0246
 QV0246;                    North         East    Units  Estimated Accuracy
 QV0246;SPC MT       -   167,550.      727,720.      MT  (+/- 180 meters Scaled)
 QV0246
 QV0246                          SUPERSEDED SURVEY CONTROL
 QV0246
 QV0246  NGVD 29 (??/??/92)  985.130  (m)         3232.05   (f) ADJ UNCH    1 2
 QV0246
 QV0246.Superseded values are not recommended for survey control.
 QV0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0246.See file dsdata.txt to determine how the superseded data were derived.
 QV0246
 QV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL776697(NAD 83)
 QV0246_MARKER: DB = BENCH MARK DISK
 QV0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0246_SP_SET: FOUNDATION
 QV0246_STAMPING: A 487 1957
 QV0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0246
 QV0246  HISTORY     - Date     Condition        Report By
 QV0246  HISTORY     - 1957     MONUMENTED       CGS
 QV0246
 QV0246                          STATION DESCRIPTION
 QV0246
 QV0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0246'13.25 MI W FROM HARDIN.
 QV0246'ABOUT 13.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0246'RAILROAD FROM THE STATION AT HARDIN, 0.65 MILE EAST OF THE SECTION
 QV0246'FOREMANS HOUSE AT TOLUCA, 6 1/2 RAILS EAST OF MILEPOST 797, IN THE
 QV0246'FOUNDATION OF U.S. HIGHWAY 87 OVERPASS OVER THE TRACK, 16 FEET NORTH
 QV0246'OF THE NORTH RAIL, 8 FEET NORTHEAST OF THE MOST WESTERLY OF THREE
 QV0246'COLUMNS IN A BENT PARALLELING THE TRACK, ABOUT 2 FEET ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0162 ***********************************************************************
 QV0162  DESIGNATION -  A 488
 QV0162  PID         -  QV0162
 QV0162  STATE/COUNTY-  MT/BIG HORN
 QV0162  USGS QUAD   -  CROW AGENCY (1967)
 QV0162
 QV0162                         *CURRENT SURVEY CONTROL
 QV0162  ___________________________________________________________________
 QV0162* NAD 83(1986)-  45 33 17.     (N)    107 26 43.     (W)     SCALED    
 QV0162* NAVD 88     -       938.465  (meters)    3078.95   (feet)  ADJUSTED  
 QV0162  ___________________________________________________________________
 QV0162  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 QV0162  DYNAMIC HT  -         938.253 (meters)    3078.25  (feet)  COMP
 QV0162  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 QV0162
 QV0162  VERT ORDER  -  FIRST     CLASS II
 QV0162
 QV0162.The horizontal coordinates were scaled from a topographic map and have
 QV0162.an estimated accuracy of +/- 6 seconds.
 QV0162
 QV0162.The orthometric height was determined by differential leveling
 QV0162.and adjusted by the National Geodetic Survey in June 1991..
 QV0162
 QV0162.The geoid height was determined by GEOID03.
 QV0162
 QV0162.The dynamic height is computed by dividing the NAVD 88
 QV0162.geopotential number by the normal gravity value computed on the
 QV0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0162.degrees latitude (g = 980.6199 gals.).
 QV0162
 QV0162.The modeled gravity was interpolated from observed gravity values.
 QV0162
 QV0162;                    North         East    Units  Estimated Accuracy
 QV0162;SPC MT       -   147,110.      760,370.      MT  (+/- 180 meters Scaled)
 QV0162
 QV0162                          SUPERSEDED SURVEY CONTROL
 QV0162
 QV0162  NGVD 29 (??/??/92)  937.744  (m)         3076.58   (f) ADJ UNCH    1 2
 QV0162
 QV0162.Superseded values are not recommended for survey control.
 QV0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0162.See file dsdata.txt to determine how the superseded data were derived.
 QV0162
 QV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL091474(NAD 83)
 QV0162_MARKER: DB = BENCH MARK DISK
 QV0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0162_STAMPING: A 488 1957
 QV0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0162+STABILITY: SURFACE MOTION
 QV0162
 QV0162  HISTORY     - Date     Condition        Report By
 QV0162  HISTORY     - 1957     MONUMENTED       CGS
 QV0162
 QV0162                          STATION DESCRIPTION
 QV0162
 QV0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0162'3.35 MI S FROM CROW AGENCY.
 QV0162'ABOUT 3.35 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0162'RAILROAD FROM THE STATION AT CROW AGENCY, 0.4 MILE SOUTHEAST OF
 QV0162'MILEPOST 768, 70 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 114 FEET
 QV0162'NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 137 FEET WEST OF THE
 QV0162'CENTER OF THE CROSSING, 3 FEET NORTHEAST OF THE FENCE LINE, 1 1/2 FEET
 QV0162'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAIL
 QV0162'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0346 ***********************************************************************
 QW0346  DESIGNATION -  A 489
 QW0346  PID         -  QW0346
 QW0346  STATE/COUNTY-  MT/STILLWATER
 QW0346  USGS QUAD   -  REED POINT (1955)
 QW0346
 QW0346                         *CURRENT SURVEY CONTROL
 QW0346  ___________________________________________________________________
 QW0346* NAD 83(1986)-  45 42 31.     (N)    109 31 15.     (W)     SCALED    
 QW0346* NAVD 88     -      1138.000  (meters)    3733.59   (feet)  ADJUSTED  
 QW0346  ___________________________________________________________________
 QW0346  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 QW0346  DYNAMIC HT  -        1137.663 (meters)    3732.48  (feet)  COMP
 QW0346  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 QW0346
 QW0346  VERT ORDER  -  FIRST     CLASS II
 QW0346
 QW0346.The horizontal coordinates were scaled from a topographic map and have
 QW0346.an estimated accuracy of +/- 6 seconds.
 QW0346
 QW0346.The orthometric height was determined by differential leveling
 QW0346.and adjusted by the National Geodetic Survey in June 1991..
 QW0346
 QW0346.The geoid height was determined by GEOID03.
 QW0346
 QW0346.The dynamic height is computed by dividing the NAVD 88
 QW0346.geopotential number by the normal gravity value computed on the
 QW0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0346.degrees latitude (g = 980.6199 gals.).
 QW0346
 QW0346.The modeled gravity was interpolated from observed gravity values.
 QW0346
 QW0346;                    North         East    Units  Estimated Accuracy
 QW0346;SPC MT       -   162,100.      598,380.      MT  (+/- 180 meters Scaled)
 QW0346
 QW0346                          SUPERSEDED SURVEY CONTROL
 QW0346
 QW0346  NGVD 29 (??/??/92) 1137.036  (m)         3730.43   (f) ADJ UNCH    1 2
 QW0346
 QW0346.Superseded values are not recommended for survey control.
 QW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0346.See file dsdata.txt to determine how the superseded data were derived.
 QW0346
 QW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR151627(NAD 83)
 QW0346_MARKER: DB = BENCH MARK DISK
 QW0346_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0346_SP_SET: 28 FT.
 QW0346_STAMPING: A 489 1957
 QW0346_MARK LOGO: CGS   
 QW0346_PROJECTION: PROJECTING 15 CENTIMETERS
 QW0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0346_ROD/PIPE-DEPTH: 8.5  meters
 QW0346
 QW0346  HISTORY     - Date     Condition        Report By
 QW0346  HISTORY     - 1957     MONUMENTED       CGS
 QW0346  HISTORY     - 1982     GOOD             NGS
 QW0346
 QW0346                          STATION DESCRIPTION
 QW0346
 QW0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0346'0.95 MI E FROM REEDPOINT.
 QW0346'ABOUT 0.95 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0346'STATION AT REEDPOINT, IN SECTION 33, T 1 S, R 18 E, 131 FEET NORTHEAST
 QW0346'OF MILEPOST 56, 71 FEET NORTH OF THE NORTH RAIL, 126 FEET NORTHEAST OF
 QW0346'THE CENTER OF A ROAD CROSSING, 97 FEET EAST OF THE CENTER LINE OF A
 QW0346'PRIVATE ROAD, 87 FEET EAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A
 QW0346'FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET BELOW
 QW0346'THE LEVEL OF THE TRACK.  AND ON THE TOP OF A 5/8-INCH COPPER COATED
 QW0346'ROD WHICH IS DRIVEN TO A DEPTH OF 28 FEET AND IS ENCASED IN A 6-INCH
 QW0346'TILE WHICH PROJECTS 8 INCHES.
 QW0346
 QW0346                          STATION RECOVERY (1982)
 QW0346
 QW0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0346'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0346'25.5 KM (15.85 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0346'FROM THE RAILROAD STATION IN COLUMBUS, 40.0 METERS (131.2 FT)
 QW0346'NORTHEAST OF MILEPOST 56, 29.6 METERS (97.1 FT) EAST OF THE CENTER OF
 QW0346'A GRAVELED ROAD LEADING NORTH, 21.7 METERS (71.2 FT) NORTH OF THE NEAR
 QW0346'RAIL AND 0.3 METERS (1.0 FT) EAST OF A WOODEN WITNESS POST.
 QW0346'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QW0346'THE MARK IS 2.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0367 ***********************************************************************
 SR0367  DESIGNATION -  A 49
 SR0367  PID         -  SR0367
 SR0367  STATE/COUNTY-  MT/FERGUS
 SR0367  USGS QUAD   -  BROOKS (1985)
 SR0367
 SR0367                         *CURRENT SURVEY CONTROL
 SR0367  ___________________________________________________________________
 SR0367* NAD 83(1986)-  47 11 25.     (N)    109 24 50.     (W)     SCALED    
 SR0367* NAVD 88     -      1199.803  (meters)    3936.35   (feet)  ADJUSTED  
 SR0367  ___________________________________________________________________
 SR0367  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 SR0367  DYNAMIC HT  -        1199.676 (meters)    3935.94  (feet)  COMP
 SR0367  MODELED GRAV-     980,464.7   (mgal)                       NAVD 88
 SR0367
 SR0367  VERT ORDER  -  FIRST     CLASS II
 SR0367
 SR0367.The horizontal coordinates were scaled from a topographic map and have
 SR0367.an estimated accuracy of +/- 6 seconds.
 SR0367
 SR0367.The orthometric height was determined by differential leveling
 SR0367.and adjusted by the National Geodetic Survey in June 1991..
 SR0367
 SR0367.The geoid height was determined by GEOID03.
 SR0367
 SR0367.The dynamic height is computed by dividing the NAVD 88
 SR0367.geopotential number by the normal gravity value computed on the
 SR0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0367.degrees latitude (g = 980.6199 gals.).
 SR0367
 SR0367.The modeled gravity was interpolated from observed gravity values.
 SR0367
 SR0367;                    North         East    Units  Estimated Accuracy
 SR0367;SPC MT       -   326,720.      606,520.      MT  (+/- 180 meters Scaled)
 SR0367
 SR0367                          SUPERSEDED SURVEY CONTROL
 SR0367
 SR0367  NGVD 29 (??/??/92) 1198.919  (m)         3933.45   (f) ADJ UNCH    1 2
 SR0367
 SR0367.Superseded values are not recommended for survey control.
 SR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0367.See file dsdata.txt to determine how the superseded data were derived.
 SR0367
 SR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT201275(NAD 83)
 SR0367_MARKER: DB = BENCH MARK DISK
 SR0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0367_STAMPING: A 49 1933 3933.453
 SR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0367+STABILITY: SURFACE MOTION
 SR0367
 SR0367  HISTORY     - Date     Condition        Report By
 SR0367  HISTORY     - 1933     MONUMENTED       CGS
 SR0367  HISTORY     - 1961     GOOD             NGS
 SR0367
 SR0367                          STATION DESCRIPTION
 SR0367
 SR0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0367'1.05 MI S FROM BROOKS.
 SR0367'ABOUT 1.05 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0367'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT BROOKS, IN
 SR0367'SECTION 34, T 17 N, R 18 E, 15 RAILS NORTH OF A WOODEN TRESTLE, 14
 SR0367'RAILS NORTH OF MILEPOST 10, 46 FEET EAST OF THE EAST RAIL, 2 FEET WEST
 SR0367'OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 SR0367'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SR0367'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0150 ***********************************************************************
 QX0150  DESIGNATION -  A 490
 QX0150  PID         -  QX0150
 QX0150  STATE/COUNTY-  MT/PARK
 QX0150  USGS QUAD   -  LIVINGSTON (1951)
 QX0150
 QX0150                         *CURRENT SURVEY CONTROL
 QX0150  ___________________________________________________________________
 QX0150* NAD 83(1986)-  45 39 26.     (N)    110 34 30.     (W)     SCALED    
 QX0150* NAVD 88     -      1386.216  (meters)    4547.94   (feet)  ADJUSTED  
 QX0150  ___________________________________________________________________
 QX0150  GEOID HEIGHT-         -10.42  (meters)                     GEOID03
 QX0150  DYNAMIC HT  -        1385.750 (meters)    4546.41  (feet)  COMP
 QX0150  MODELED GRAV-     980,231.4   (mgal)                       NAVD 88
 QX0150
 QX0150  VERT ORDER  -  FIRST     CLASS II
 QX0150
 QX0150.The horizontal coordinates were scaled from a topographic map and have
 QX0150.an estimated accuracy of +/- 6 seconds.
 QX0150
 QX0150.The orthometric height was determined by differential leveling
 QX0150.and adjusted by the National Geodetic Survey in June 1991..
 QX0150
 QX0150.The geoid height was determined by GEOID03.
 QX0150
 QX0150.The dynamic height is computed by dividing the NAVD 88
 QX0150.geopotential number by the normal gravity value computed on the
 QX0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0150.degrees latitude (g = 980.6199 gals.).
 QX0150
 QX0150.The modeled gravity was interpolated from observed gravity values.
 QX0150
 QX0150;                    North         East    Units  Estimated Accuracy
 QX0150;SPC MT       -   156,970.      516,250.      MT  (+/- 180 meters Scaled)
 QX0150
 QX0150                          SUPERSEDED SURVEY CONTROL
 QX0150
 QX0150  NGVD 29 (??/??/92) 1385.094  (m)         4544.26   (f) ADJ UNCH    1 2
 QX0150
 QX0150.Superseded values are not recommended for survey control.
 QX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0150.See file dsdata.txt to determine how the superseded data were derived.
 QX0150
 QX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR331560(NAD 83)
 QX0150_MARKER: DB = BENCH MARK DISK
 QX0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0150_SP_SET: FOUNDATION
 QX0150_STAMPING: A 490 1957
 QX0150_MARK LOGO: CGS   
 QX0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0150
 QX0150  HISTORY     - Date     Condition        Report By
 QX0150  HISTORY     - 1957     MONUMENTED       CGS
 QX0150  HISTORY     - 1960     GOOD             NGS
 QX0150  HISTORY     - 1980     GOOD             LOCSUR
 QX0150  HISTORY     - 1982     GOOD             NGS
 QX0150
 QX0150                          STATION DESCRIPTION
 QX0150
 QX0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0150'0.65 MI SW FROM LIVINGSTON.
 QX0150'0.65 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0150'STATION AT LIVINGSTON, IN SECTION 14, T 2 S, R 9 E, 10 RAILS WEST OF
 QX0150'MILEPOST 116 AT A BLOCK SIGNAL, IN THE TOP OF THE NORTHWEST CORNER OF
 QX0150'THE CONCRETE FOUNDATION OF THE SIGNAL, 4 1/2 FEET SOUTH OF THE SOUTH
 QX0150'RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT ABOVE THE GROUND.
 QX0150
 QX0150                          STATION RECOVERY (1980)
 QX0150
 QX0150'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 QX0150'RECOVERED IN GOOD CONDITION.
 QX0150
 QX0150                          STATION RECOVERY (1982)
 QX0150
 QX0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0150'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 QX0150'THAT THE RAILROAD IS NOW THE BURLINGTON NORTHERN.
 QX0150'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 QX0150'THE MARK IS 0.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0111 ***********************************************************************
 QW0111  DESIGNATION -  A 491
 QW0111  PID         -  QW0111
 QW0111  STATE/COUNTY-  MT/STILLWATER
 QW0111  USGS QUAD   -  PARK CITY (1956)
 QW0111
 QW0111                         *CURRENT SURVEY CONTROL
 QW0111  ___________________________________________________________________
 QW0111* NAD 83(1986)-  45 37 50.     (N)    108 55 29.     (W)     SCALED    
 QW0111* NAVD 88     -      1038.733  (meters)    3407.91   (feet)  ADJUSTED  
 QW0111  ___________________________________________________________________
 QW0111  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 QW0111  DYNAMIC HT  -        1038.490 (meters)    3407.11  (feet)  COMP
 QW0111  MODELED GRAV-     980,346.9   (mgal)                       NAVD 88
 QW0111
 QW0111  VERT ORDER  -  FIRST     CLASS II
 QW0111
 QW0111.The horizontal coordinates were scaled from a topographic map and have
 QW0111.an estimated accuracy of +/- 6 seconds.
 QW0111
 QW0111.The orthometric height was determined by differential leveling
 QW0111.and adjusted by the National Geodetic Survey in June 1991..
 QW0111
 QW0111.The geoid height was determined by GEOID03.
 QW0111
 QW0111.The dynamic height is computed by dividing the NAVD 88
 QW0111.geopotential number by the normal gravity value computed on the
 QW0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0111.degrees latitude (g = 980.6199 gals.).
 QW0111
 QW0111.The modeled gravity was interpolated from observed gravity values.
 QW0111
 QW0111;                    North         East    Units  Estimated Accuracy
 QW0111;SPC MT       -   153,600.      644,840.      MT  (+/- 180 meters Scaled)
 QW0111
 QW0111                          SUPERSEDED SURVEY CONTROL
 QW0111
 QW0111  NGVD 29 (??/??/92) 1037.919  (m)         3405.24   (f) ADJ UNCH    1 2
 QW0111
 QW0111.Superseded values are not recommended for survey control.
 QW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0111.See file dsdata.txt to determine how the superseded data were derived.
 QW0111
 QW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR617550(NAD 83)
 QW0111_MARKER: DB = BENCH MARK DISK
 QW0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0111_SP_SET: CULVERT
 QW0111_STAMPING: A 491 1957
 QW0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0111
 QW0111  HISTORY     - Date     Condition        Report By
 QW0111  HISTORY     - 1957     MONUMENTED       CGS
 QW0111  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0111
 QW0111                          STATION DESCRIPTION
 QW0111
 QW0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0111'0.4 MI SW FROM PARK CITY.
 QW0111'ABOUT 0.4 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0111'STATION AT PARK CITY, IN SECTION 29, T 2 S, R 23 E, 39 FEET SOUTHEAST
 QW0111'OF MILEPOST 23, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD
 QW0111'WALL OF A 24-INCH TUBE CULVERT NUMBER 22 + 5256, 6 1/2 FEET SOUTH OF
 QW0111'THE SOUTH RAIL OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE TRACK.
 QW0111
 QW0111                          STATION RECOVERY (1982)
 QW0111
 QW0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0048 ***********************************************************************
 QW0048  DESIGNATION -  A 492
 QW0048  PID         -  QW0048
 QW0048  STATE/COUNTY-  MT/YELLOWSTONE
 QW0048  USGS QUAD   -  HUNTLEY (1975)
 QW0048
 QW0048                         *CURRENT SURVEY CONTROL
 QW0048  ___________________________________________________________________
 QW0048* NAD 83(1986)-  45 54 17.     (N)    108 17 30.     (W)     SCALED    
 QW0048* NAVD 88     -       917.968  (meters)    3011.70   (feet)  ADJUSTED  
 QW0048  ___________________________________________________________________
 QW0048  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 QW0048  DYNAMIC HT  -         917.795 (meters)    3011.13  (feet)  COMP
 QW0048  MODELED GRAV-     980,397.0   (mgal)                       NAVD 88
 QW0048
 QW0048  VERT ORDER  -  FIRST     CLASS II
 QW0048
 QW0048.The horizontal coordinates were scaled from a topographic map and have
 QW0048.an estimated accuracy of +/- 6 seconds.
 QW0048
 QW0048.The orthometric height was determined by differential leveling
 QW0048.and adjusted by the National Geodetic Survey in June 1991..
 QW0048.WARNING-Repeat measurements at this control monument indicate possible
 QW0048.vertical movement.
 QW0048
 QW0048.The geoid height was determined by GEOID03.
 QW0048
 QW0048.The dynamic height is computed by dividing the NAVD 88
 QW0048.geopotential number by the normal gravity value computed on the
 QW0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0048.degrees latitude (g = 980.6199 gals.).
 QW0048
 QW0048.The modeled gravity was interpolated from observed gravity values.
 QW0048
 QW0048;                    North         East    Units  Estimated Accuracy
 QW0048;SPC MT       -   184,620.      693,720.      MT  (+/- 180 meters Scaled)
 QW0048
 QW0048                          SUPERSEDED SURVEY CONTROL
 QW0048
 QW0048  NGVD 29 (??/??/92)  917.197  (m)         3009.17   (f) ADJ UNCH    1 2
 QW0048
 QW0048.Superseded values are not recommended for survey control.
 QW0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0048.See file dsdata.txt to determine how the superseded data were derived.
 QW0048
 QW0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR100870(NAD 83)
 QW0048_MARKER: DB = BENCH MARK DISK
 QW0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0048_STAMPING: A 492 1957
 QW0048_MARK LOGO: CGS   
 QW0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0048+STABILITY: SURFACE MOTION
 QW0048
 QW0048  HISTORY     - Date     Condition        Report By
 QW0048  HISTORY     - 1957     MONUMENTED       CGS
 QW0048  HISTORY     - 1981     GOOD             NGS
 QW0048
 QW0048                          STATION DESCRIPTION
 QW0048
 QW0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0048'1.1 MI NE FROM HUNTLEY.
 QW0048'ABOUT 1.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0048'STATION AT HUNTLEY, 86 FEET NORTHWEST OF MILEPOST 212, 98 FEET
 QW0048'NORTHWEST OF THE NORTHWEST RAIL, 33 FEET SOUTHEAST OF THE CENTER LINE
 QW0048'OF A PAVED ROAD, 107 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 QW0048'FARMHOUSE, 5 FEET EAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A
 QW0048'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 QW0048'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QW0048
 QW0048                          STATION RECOVERY (1981)
 QW0048
 QW0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0222 ***********************************************************************
 QX0222  DESIGNATION -  A 493
 QX0222  PID         -  QX0222
 QX0222  STATE/COUNTY-  MT/GALLATIN
 QX0222  USGS QUAD   -  BOZEMAN (1987)
 QX0222
 QX0222                         *CURRENT SURVEY CONTROL
 QX0222  ___________________________________________________________________
 QX0222* NAD 83(1986)-  45 41 44.     (N)    111 01 59.     (W)     SCALED    
 QX0222* NAVD 88     -      1445.452  (meters)    4742.29   (feet)  POSTED    
 QX0222  ___________________________________________________________________
 QX0222  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 QX0222  DYNAMIC HT  -        1444.940 (meters)    4740.61  (feet)  COMP
 QX0222  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 QX0222
 QX0222  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 QX0222
 QX0222.The horizontal coordinates were scaled from a topographic map and have
 QX0222.an estimated accuracy of +/- 6 seconds.
 QX0222
 QX0222.The orthometric height was determined by differential leveling
 QX0222.and adjusted by the National Geodetic Survey in 1992..
 QX0222.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 QX0222.rate of 3.1 thru 4.0 mm/km.
 QX0222
 QX0222.The geoid height was determined by GEOID03.
 QX0222
 QX0222.The dynamic height is computed by dividing the NAVD 88
 QX0222.geopotential number by the normal gravity value computed on the
 QX0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0222.degrees latitude (g = 980.6199 gals.).
 QX0222
 QX0222.The modeled gravity was interpolated from observed gravity values.
 QX0222
 QX0222;                    North         East    Units  Estimated Accuracy
 QX0222;SPC MT       -   161,820.      480,640.      MT  (+/- 180 meters Scaled)
 QX0222
 QX0222                          SUPERSEDED SURVEY CONTROL
 QX0222
 QX0222  NGVD 29 (??/??/92) 1444.259  (m)         4738.37   (f) ADJ UNCH    1 2
 QX0222
 QX0222.Superseded values are not recommended for survey control.
 QX0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0222.See file dsdata.txt to determine how the superseded data were derived.
 QX0222
 QX0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR974602(NAD 83)
 QX0222_MARKER: DB = BENCH MARK DISK
 QX0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0222_STAMPING: A 493 1957
 QX0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0222+STABILITY: SURFACE MOTION
 QX0222
 QX0222  HISTORY     - Date     Condition        Report By
 QX0222  HISTORY     - 1957     MONUMENTED       CGS
 QX0222  HISTORY     - 1958     GOOD             NGS
 QX0222  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0222  HISTORY     - 1984     MARK NOT FOUND   USGS
 QX0222
 QX0222                          STATION DESCRIPTION
 QX0222
 QX0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0222'0.55 MI NW FROM BOZEMAN.
 QX0222'ABOUT 0.55 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0222'STATION AT BOZEMAN, IN SECTION 6, T 2 S, R 6 E, 5 POLES NORTHWEST OF A
 QX0222'ROAD CROSSING, 64 FEET SOUTHWEST OF MILEPOST 141, 94 FEET SOUTHEAST OF
 QX0222'THE SOUTHEAST RAIL, 29 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET
 QX0222'NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 QX0222'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 QX0222'CONCRETE POST PROJECTING 5 INCHES.
 QX0222
 QX0222                          STATION RECOVERY (1982)
 QX0222
 QX0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0222'MARK NOT FOUND.
 QX0222
 QX0222                          STATION RECOVERY (1984)
 QX0222
 QX0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0317 ***********************************************************************
 QW0317  DESIGNATION -  A 494
 QW0317  PID         -  QW0317
 QW0317  STATE/COUNTY-  MT/SWEET GRASS
 QW0317  USGS QUAD   -  BIG TIMBER (1981)
 QW0317
 QW0317                         *CURRENT SURVEY CONTROL
 QW0317  ___________________________________________________________________
 QW0317* NAD 83(1986)-  45 50 00.     (N)    109 53 52.     (W)     SCALED    
 QW0317* NAVD 88     -      1223.840  (meters)    4015.22   (feet)  ADJUSTED  
 QW0317  ___________________________________________________________________
 QW0317  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 QW0317  DYNAMIC HT  -        1223.480 (meters)    4014.03  (feet)  COMP
 QW0317  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 QW0317
 QW0317  VERT ORDER  -  FIRST     CLASS II
 QW0317
 QW0317.The horizontal coordinates were scaled from a topographic map and have
 QW0317.an estimated accuracy of +/- 6 seconds.
 QW0317
 QW0317.The orthometric height was determined by differential leveling
 QW0317.and adjusted by the National Geodetic Survey in June 1991..
 QW0317
 QW0317.The geoid height was determined by GEOID03.
 QW0317
 QW0317.The dynamic height is computed by dividing the NAVD 88
 QW0317.geopotential number by the normal gravity value computed on the
 QW0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0317.degrees latitude (g = 980.6199 gals.).
 QW0317
 QW0317.The modeled gravity was interpolated from observed gravity values.
 QW0317
 QW0317;                    North         East    Units  Estimated Accuracy
 QW0317;SPC MT       -   176,040.      569,110.      MT  (+/- 180 meters Scaled)
 QW0317
 QW0317                          SUPERSEDED SURVEY CONTROL
 QW0317
 QW0317  NGVD 29 (??/??/92) 1222.820  (m)         4011.87   (f) ADJ UNCH    1 2
 QW0317
 QW0317.Superseded values are not recommended for survey control.
 QW0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0317.See file dsdata.txt to determine how the superseded data were derived.
 QW0317
 QW0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR856761(NAD 83)
 QW0317_MARKER: DB = BENCH MARK DISK
 QW0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0317_STAMPING: A 494 1957
 QW0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0317+STABILITY: SURFACE MOTION
 QW0317
 QW0317  HISTORY     - Date     Condition        Report By
 QW0317  HISTORY     - 1957     MONUMENTED       CGS
 QW0317  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0317
 QW0317                          STATION DESCRIPTION
 QW0317
 QW0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0317'3.25 MI SE FROM BIG TIMBER.
 QW0317'ABOUT 3.25 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0317'STATION AT BIG TIMBER, IN SECTION 18, T 1 N, R 15 E, ABOUT 0.35 MILE
 QW0317'EAST OF MILEPOST 78, 178 FEET NORTH OF THE NORTH RAIL, 133 FEET
 QW0317'NORTHWEST OF A POWER POLE, 17 FEET SOUTH OF A FENCE CORNER, 3 FEET
 QW0317'EAST OF AN OFFSET IN THE NORTH RIGHT OF WAY FENCE, 2 1/2 FEET EAST OF
 QW0317'A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 QW0317'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QW0317
 QW0317                          STATION RECOVERY (1982)
 QW0317
 QW0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0317'THERE IS A NEW ROAD AT THIS LOCATION AND THE MARK MAY HAVE BEEN
 QW0317'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0041 ***********************************************************************
 QY0041  DESIGNATION -  A 495
 QY0041  PID         -  QY0041
 QY0041  STATE/COUNTY-  MT/JEFFERSON
 QY0041  USGS QUAD   -  DRY MOUNTAIN (1996)
 QY0041
 QY0041                         *CURRENT SURVEY CONTROL
 QY0041  ___________________________________________________________________
 QY0041* NAD 83(1986)-  45 54 41.     (N)    112 14 12.     (W)     SCALED    
 QY0041* NAVD 88     -      1460.819  (meters)    4792.70   (feet)  ADJUSTED  
 QY0041  ___________________________________________________________________
 QY0041  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 QY0041  DYNAMIC HT  -        1460.334 (meters)    4791.11  (feet)  COMP
 QY0041  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 QY0041
 QY0041  VERT ORDER  -  FIRST     CLASS II
 QY0041
 QY0041.The horizontal coordinates were scaled from a topographic map and have
 QY0041.an estimated accuracy of +/- 6 seconds.
 QY0041
 QY0041.The orthometric height was determined by differential leveling
 QY0041.and adjusted by the National Geodetic Survey in June 1991..
 QY0041
 QY0041.The geoid height was determined by GEOID03.
 QY0041
 QY0041.The dynamic height is computed by dividing the NAVD 88
 QY0041.geopotential number by the normal gravity value computed on the
 QY0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0041.degrees latitude (g = 980.6199 gals.).
 QY0041
 QY0041.The modeled gravity was interpolated from observed gravity values.
 QY0041
 QY0041;                    North         East    Units  Estimated Accuracy
 QY0041;SPC MT       -   188,340.      387,800.      MT  (+/- 180 meters Scaled)
 QY0041
 QY0041                          SUPERSEDED SURVEY CONTROL
 QY0041
 QY0041  NGVD 29 (??/??/92) 1459.678  (m)         4788.96   (f) ADJ UNCH    1 2
 QY0041
 QY0041.Superseded values are not recommended for survey control.
 QY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0041.See file dsdata.txt to determine how the superseded data were derived.
 QY0041
 QY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR040849(NAD 83)
 QY0041_MARKER: DB = BENCH MARK DISK
 QY0041_SETTING: 66 = SET IN ROCK OUTCROP
 QY0041_SP_SET: ROCK OUTCROP
 QY0041_STAMPING: A 495 1957
 QY0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0041+STABILITY: POSITION/ELEVATION WELL
 QY0041
 QY0041  HISTORY     - Date     Condition        Report By
 QY0041  HISTORY     - 1957     MONUMENTED       CGS
 QY0041  HISTORY     - 1958     GOOD             NGS
 QY0041
 QY0041                          STATION DESCRIPTION
 QY0041
 QY0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0041'7.6 MI NW FROM WHITEHALL.
 QY0041'7.6 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0041'STATION AT WHITEHALL, IN SECTION 21, T 2 N, R 5 W, 5 POLES WEST OF
 QY0041'MILEPOST 46, IN THE TOP OF A ROCK OUTCROP AT THE WEST END OF A CUT, 9
 QY0041'FEET NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 QY0041'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0030 ***********************************************************************
 QY0030  DESIGNATION -  A 496
 QY0030  PID         -  QY0030
 QY0030  STATE/COUNTY-  MT/JEFFERSON
 QY0030  USGS QUAD   -  DELMOE LAKE (1978)
 QY0030
 QY0030                         *CURRENT SURVEY CONTROL
 QY0030  ___________________________________________________________________
 QY0030* NAD 83(1986)-  45 56 20.     (N)    112 18 57.     (W)     SCALED    
 QY0030* NAVD 88     -      1707.268  (meters)    5601.26   (feet)  ADJUSTED  
 QY0030  ___________________________________________________________________
 QY0030  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QY0030  DYNAMIC HT  -        1706.616 (meters)    5599.12  (feet)  COMP
 QY0030  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 QY0030
 QY0030  VERT ORDER  -  FIRST     CLASS II
 QY0030
 QY0030.The horizontal coordinates were scaled from a topographic map and have
 QY0030.an estimated accuracy of +/- 6 seconds.
 QY0030
 QY0030.The orthometric height was determined by differential leveling
 QY0030.and adjusted by the National Geodetic Survey in June 1991..
 QY0030
 QY0030.The geoid height was determined by GEOID03.
 QY0030
 QY0030.The dynamic height is computed by dividing the NAVD 88
 QY0030.geopotential number by the normal gravity value computed on the
 QY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0030.degrees latitude (g = 980.6199 gals.).
 QY0030
 QY0030.The modeled gravity was interpolated from observed gravity values.
 QY0030
 QY0030;                    North         East    Units  Estimated Accuracy
 QY0030;SPC MT       -   191,610.      381,780.      MT  (+/- 180 meters Scaled)
 QY0030
 QY0030                          SUPERSEDED SURVEY CONTROL
 QY0030
 QY0030  NGVD 29 (??/??/92) 1706.034  (m)         5597.21   (f) ADJ UNCH    1 2
 QY0030
 QY0030.Superseded values are not recommended for survey control.
 QY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0030.See file dsdata.txt to determine how the superseded data were derived.
 QY0030
 QY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR980880(NAD 83)
 QY0030_MARKER: DB = BENCH MARK DISK
 QY0030_SETTING: 66 = SET IN ROCK OUTCROP
 QY0030_SP_SET: GRANITE LEDGE
 QY0030_STAMPING: A 496 1957
 QY0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0030+STABILITY: POSITION/ELEVATION WELL
 QY0030
 QY0030  HISTORY     - Date     Condition        Report By
 QY0030  HISTORY     - 1957     MONUMENTED       CGS
 QY0030  HISTORY     - 1958     GOOD             NGS
 QY0030
 QY0030                          STATION DESCRIPTION
 QY0030
 QY0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0030'15.45 MI NW FROM WHITEHALL.
 QY0030'15.45 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0030'STATION AT WHITEHALL, IN SECTION 11, T 2 N, R 6 W, 5 1/2 RAILS
 QY0030'NORTHEAST OF MILEPOST 54, ABOUT 17.25 MILES SOUTHEAST OF THE STATION
 QY0030'AT BUTTE, IN THE TOP OF A GRANITE LEDGE, IN A SMALL ROCKY CUT, 100
 QY0030'FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT, 7 1/2 FEET SOUTHEAST
 QY0030'OF THE SOUTHEAST RAIL, 3 1/2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET
 QY0030'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0190 ***********************************************************************
 QX0190  DESIGNATION -  A 497
 QX0190  PID         -  QX0190
 QX0190  STATE/COUNTY-  MT/GALLATIN
 QX0190  USGS QUAD   -  NIXON GULCH (1987)
 QX0190
 QX0190                         *CURRENT SURVEY CONTROL
 QX0190  ___________________________________________________________________
 QX0190* NAD 83(1986)-  45 52 42.     (N)    111 22 26.     (W)     SCALED    
 QX0190* NAVD 88     -      1280.397  (meters)    4200.77   (feet)  ADJUSTED  
 QX0190  ___________________________________________________________________
 QX0190  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 QX0190  DYNAMIC HT  -        1280.044 (meters)    4199.61  (feet)  COMP
 QX0190  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 QX0190
 QX0190  VERT ORDER  -  FIRST     CLASS II
 QX0190
 QX0190.The horizontal coordinates were scaled from a topographic map and have
 QX0190.an estimated accuracy of +/- 6 seconds.
 QX0190
 QX0190.The orthometric height was determined by differential leveling
 QX0190.and adjusted by the National Geodetic Survey in June 1991..
 QX0190
 QX0190.The geoid height was determined by GEOID03.
 QX0190
 QX0190.The dynamic height is computed by dividing the NAVD 88
 QX0190.geopotential number by the normal gravity value computed on the
 QX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0190.degrees latitude (g = 980.6199 gals.).
 QX0190
 QX0190.The modeled gravity was interpolated from observed gravity values.
 QX0190
 QX0190;                    North         East    Units  Estimated Accuracy
 QX0190;SPC MT       -   182,700.      454,600.      MT  (+/- 180 meters Scaled)
 QX0190
 QX0190                          SUPERSEDED SURVEY CONTROL
 QX0190
 QX0190  NGVD 29 (??/??/92) 1279.360  (m)         4197.37   (f) ADJ UNCH    1 2
 QX0190
 QX0190.Superseded values are not recommended for survey control.
 QX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0190.See file dsdata.txt to determine how the superseded data were derived.
 QX0190
 QX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR709805(NAD 83)
 QX0190_MARKER: DB = BENCH MARK DISK
 QX0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0190_SP_SET: RETAINING WALL
 QX0190_STAMPING: A 497 1957
 QX0190_MARK LOGO: CGS   
 QX0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0190+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QX0190
 QX0190  HISTORY     - Date     Condition        Report By
 QX0190  HISTORY     - 1957     MONUMENTED       CGS
 QX0190  HISTORY     - 1958     GOOD             NGS
 QX0190  HISTORY     - 1982     GOOD             NGS
 QX0190  HISTORY     - 20050201 GOOD             INDIV
 QX0190
 QX0190                          STATION DESCRIPTION
 QX0190
 QX0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0190'2.55 MI NW FROM MANHATTAN.
 QX0190'ABOUT 2.55 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0190'STATION AT MANHATTAN, ABOUT 2.8 MILES EAST OF THE STATION AT LOGAN, IN
 QX0190'SECTION 32, T 2 N, R 3 E, 7 1/2 POLES SOUTHEAST OF MILEPOST 162, IN
 QX0190'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE RETAINING WALL
 QX0190'OF BRIDGE NUMBER 161, 4 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 QX0190'ABOUT LEVEL WITH THE TRACK.
 QX0190
 QX0190                          STATION RECOVERY (1982)
 QX0190
 QX0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0190'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0190'12.6 KM (7.85 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QX0190'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE NORTHEAST EDGE OF THREE
 QX0190'FORKS, 0.3 KM (0.2 MI) EAST OF MILEPOST 162, IN TOP OF THE SOUTHWEST
 QX0190'END OF THE NORTHWEST CONCRETE ABUTMENT OF A CONCRETE RAILROAD BRIDGE
 QX0190'AND 1.4 METERS (4.6 FT) SOUTHWEST OF THE NEAR RAIL.
 QX0190'THE MARK IS 0.3 M BELOW THE TRACKS.
 QX0190
 QX0190                          STATION RECOVERY (2005)
 QX0190
 QX0190'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CLB)
 QX0190'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0405 ***********************************************************************
 QX0405  DESIGNATION -  A 498
 QX0405  PID         -  QX0405
 QX0405  STATE/COUNTY-  MT/GALLATIN
 QX0405  USGS QUAD   -  WILLOW CREEK (1987)
 QX0405
 QX0405                         *CURRENT SURVEY CONTROL
 QX0405  ___________________________________________________________________
 QX0405* NAD 83(1986)-  45 49 49.     (N)    111 38 32.     (W)     SCALED    
 QX0405* NAVD 88     -      1264.939  (meters)    4150.05   (feet)  ADJUSTED  
 QX0405  ___________________________________________________________________
 QX0405  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 QX0405  DYNAMIC HT  -        1264.581 (meters)    4148.88  (feet)  COMP
 QX0405  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 QX0405
 QX0405  VERT ORDER  -  FIRST     CLASS II
 QX0405
 QX0405.The horizontal coordinates were scaled from a topographic map and have
 QX0405.an estimated accuracy of +/- 6 seconds.
 QX0405
 QX0405.The orthometric height was determined by differential leveling
 QX0405.and adjusted by the National Geodetic Survey in June 1991..
 QX0405.WARNING-Repeat measurements at this control monument indicate possible
 QX0405.vertical movement.
 QX0405
 QX0405.The geoid height was determined by GEOID03.
 QX0405
 QX0405.The dynamic height is computed by dividing the NAVD 88
 QX0405.geopotential number by the normal gravity value computed on the
 QX0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0405.degrees latitude (g = 980.6199 gals.).
 QX0405
 QX0405.The modeled gravity was interpolated from observed gravity values.
 QX0405
 QX0405;                    North         East    Units  Estimated Accuracy
 QX0405;SPC MT       -   177,900.      433,640.      MT  (+/- 180 meters Scaled)
 QX0405
 QX0405                          SUPERSEDED SURVEY CONTROL
 QX0405
 QX0405  NGVD 29 (08/20/92) 1263.895  (m)         4146.63   (f) ADJUSTED    1 2
 QX0405
 QX0405.Superseded values are not recommended for survey control.
 QX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0405.See file dsdata.txt to determine how the superseded data were derived.
 QX0405
 QX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR501753(NAD 83)
 QX0405_MARKER: DB = BENCH MARK DISK
 QX0405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0405_SP_SET: HEADWALL
 QX0405_STAMPING: A 498 1957
 QX0405_MARK LOGO: CGS   
 QX0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0405+STABILITY: SURFACE MOTION
 QX0405
 QX0405  HISTORY     - Date     Condition        Report By
 QX0405  HISTORY     - 1957     MONUMENTED       CGS
 QX0405  HISTORY     - 1958     GOOD             NGS
 QX0405  HISTORY     - 1987     GOOD             NGS
 QX0405
 QX0405                          STATION DESCRIPTION
 QX0405
 QX0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0405'0.25 MI NE FROM WILLOW CREEK.
 QX0405'ABOUT 0.25 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0405'STATION AT WILLOW CREEK, IN SECTION 18, T 1 N, R 1 E, 14 POLES
 QX0405'SOUTHWEST OF MILEPOST 12, 27 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 QX0405'OF THE MAIN TRACK, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 QX0405'HEAD WALL OF A CONCRETE PIPE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL
 QX0405'OF THE TRACK.
 QX0405
 QX0405                          STATION RECOVERY (1987)
 QX0405
 QX0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0420 ***********************************************************************
 TN0420  DESIGNATION -  A 499
 TN0420  PID         -  TN0420
 TN0420  STATE/COUNTY-  MT/FLATHEAD
 TN0420  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0420
 TN0420                         *CURRENT SURVEY CONTROL
 TN0420  ___________________________________________________________________
 TN0420* NAD 83(1986)-  48 21 55.     (N)    114 10 05.     (W)     SCALED    
 TN0420* NAVD 88     -       919.904  (meters)    3018.05   (feet)  ADJUSTED  
 TN0420  ___________________________________________________________________
 TN0420  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 TN0420  DYNAMIC HT  -         919.891 (meters)    3018.01  (feet)  COMP
 TN0420  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 TN0420
 TN0420  VERT ORDER  -  FIRST     CLASS II
 TN0420
 TN0420.The horizontal coordinates were scaled from a topographic map and have
 TN0420.an estimated accuracy of +/- 6 seconds.
 TN0420
 TN0420.The orthometric height was determined by differential leveling
 TN0420.and adjusted by the National Geodetic Survey in June 1991..
 TN0420
 TN0420.The geoid height was determined by GEOID03.
 TN0420
 TN0420.The dynamic height is computed by dividing the NAVD 88
 TN0420.geopotential number by the normal gravity value computed on the
 TN0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0420.degrees latitude (g = 980.6199 gals.).
 TN0420
 TN0420.The modeled gravity was interpolated from observed gravity values.
 TN0420
 TN0420;                    North         East    Units  Estimated Accuracy
 TN0420;SPC MT       -   467,600.      254,430.      MT  (+/- 180 meters Scaled)
 TN0420
 TN0420                          SUPERSEDED SURVEY CONTROL
 TN0420
 TN0420.No superseded survey control is available for this station.
 TN0420
 TN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP097607(NAD 83)
 TN0420_MARKER: DB = BENCH MARK DISK
 TN0420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TN0420_SP_SET: BRIDGE FOOTINGS ON BEDROCK
 TN0420_STAMPING: A 499 1979
 TN0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0420
 TN0420  HISTORY     - Date     Condition        Report By
 TN0420  HISTORY     - 1979     MONUMENTED       NGS
 TN0420
 TN0420                          STATION DESCRIPTION
 TN0420
 TN0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0420'IN COLUMBIA FALLS.
 TN0420'1.0 MILE WEST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF U. S.
 TN0420'HIGHWAY 2 IN COLUMBIA FALLS, IN THE SOUTHWEST END OF THE SOUTHEAST
 TN0420'ABUTMENT OF A FOUR LANE CONCRETE HIGHWAY BRIDGE OVER THE FLATHEAD
 TN0420'RIVER, 34.5 FEET SOUTHWEST OF THE CENTERLINE OF THE WESTBOUNR LANES
 TN0420'OF HIGHWAY 40.
 TN0420'THE MARK IS ABOVE LEVEL WITH HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0491 ***********************************************************************
 SS0491  DESIGNATION -  A 5 S
 SS0491  PID         -  SS0491
 SS0491  STATE/COUNTY-  MT/CASCADE
 SS0491  USGS QUAD   -  BARKER (1995)
 SS0491
 SS0491                         *CURRENT SURVEY CONTROL
 SS0491  ___________________________________________________________________
 SS0491* NAD 83(1986)-  47 03 09.     (N)    110 39 50.     (W)     SCALED    
 SS0491* NAVD 88     -      1718.727  (meters)    5638.86   (feet)  ADJUSTED  
 SS0491  ___________________________________________________________________
 SS0491  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 SS0491  DYNAMIC HT  -        1718.333 (meters)    5637.56  (feet)  COMP
 SS0491  MODELED GRAV-     980,321.9   (mgal)                       NAVD 88
 SS0491
 SS0491  VERT ORDER  -  SECOND    CLASS 0
 SS0491
 SS0491.The horizontal coordinates were scaled from a topographic map and have
 SS0491.an estimated accuracy of +/- 6 seconds.
 SS0491
 SS0491.The orthometric height was determined by differential leveling
 SS0491.and adjusted by the National Geodetic Survey in June 1991..
 SS0491
 SS0491.The geoid height was determined by GEOID03.
 SS0491
 SS0491.The dynamic height is computed by dividing the NAVD 88
 SS0491.geopotential number by the normal gravity value computed on the
 SS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0491.degrees latitude (g = 980.6199 gals.).
 SS0491
 SS0491.The modeled gravity was interpolated from observed gravity values.
 SS0491
 SS0491;                    North         East    Units  Estimated Accuracy
 SS0491;SPC MT       -   312,070.      511,620.      MT  (+/- 180 meters Scaled)
 SS0491
 SS0491                          SUPERSEDED SURVEY CONTROL
 SS0491
 SS0491  NGVD 29 (??/??/92) 1717.674  (m)         5635.40   (f) ADJ UNCH    2 0
 SS0491
 SS0491.Superseded values are not recommended for survey control.
 SS0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0491.See file dsdata.txt to determine how the superseded data were derived.
 SS0491
 SS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT255110(NAD 83)
 SS0491_MARKER: DS = TRIANGULATION STATION DISK
 SS0491_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0491_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0491_STAMPING: A 5 S 1961
 SS0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0491
 SS0491  HISTORY     - Date     Condition        Report By
 SS0491  HISTORY     - 1961     MONUMENTED       CGS
 SS0491  HISTORY     - 1984     GOOD             NGS
 SS0491
 SS0491                          STATION DESCRIPTION
 SS0491
 SS0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0491'14.2 MI SE FROM MONARCH.
 SS0491'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0491'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0491'CREEK ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED ROAD, THENCE ABOUT
 SS0491'0.2 MILE NORTH AND NORTHEAST ACROSS A CREEK AND UP THE SOUTHWEST SLOPE
 SS0491'OF A MOUNTAIN, IN SECTION 14, T 15 N, R 8 E, 16 FEET NORTHWEST OF AN
 SS0491'8-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 29.5 FEET
 SS0491'WEST OF A 5 S R.M. 1, 24.5 FEET SOUTH-SOUTHEAST OF A 5 S R.M. 2, A
 SS0491'DISK ON THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 SS0491
 SS0491                          STATION RECOVERY (1984)
 SS0491
 SS0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0493 ***********************************************************************
 SS0493  DESIGNATION -  A 5 S AZ MK
 SS0493  PID         -  SS0493
 SS0493  STATE/COUNTY-  MT/CASCADE
 SS0493  USGS QUAD   -  BARKER (1995)
 SS0493
 SS0493                         *CURRENT SURVEY CONTROL
 SS0493  ___________________________________________________________________
 SS0493* NAD 83(1986)-  47 03 07.     (N)    110 40 19.     (W)     SCALED    
 SS0493* NAVD 88     -      1634.246  (meters)    5361.69   (feet)  ADJUSTED  
 SS0493  ___________________________________________________________________
 SS0493  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 SS0493  DYNAMIC HT  -        1633.868 (meters)    5360.45  (feet)  COMP
 SS0493  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 SS0493
 SS0493  VERT ORDER  -  SECOND    CLASS 0
 SS0493
 SS0493.The horizontal coordinates were scaled from a topographic map and have
 SS0493.an estimated accuracy of +/- 6 seconds.
 SS0493
 SS0493.The orthometric height was determined by differential leveling
 SS0493.and adjusted by the National Geodetic Survey in June 1991..
 SS0493
 SS0493.The geoid height was determined by GEOID03.
 SS0493
 SS0493.The dynamic height is computed by dividing the NAVD 88
 SS0493.geopotential number by the normal gravity value computed on the
 SS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0493.degrees latitude (g = 980.6199 gals.).
 SS0493
 SS0493.The modeled gravity was interpolated from observed gravity values.
 SS0493
 SS0493;                    North         East    Units  Estimated Accuracy
 SS0493;SPC MT       -   312,010.      511,010.      MT  (+/- 180 meters Scaled)
 SS0493
 SS0493                          SUPERSEDED SURVEY CONTROL
 SS0493
 SS0493  NGVD 29 (??/??/92) 1633.186  (m)         5358.21   (f) ADJ UNCH    2 0
 SS0493
 SS0493.Superseded values are not recommended for survey control.
 SS0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0493.See file dsdata.txt to determine how the superseded data were derived.
 SS0493
 SS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT249109(NAD 83)
 SS0493_MARKER: DZ = AZIMUTH MARK DISK
 SS0493_SETTING: 80 = SET IN A BOULDER
 SS0493_SP_SET: BOULDER
 SS0493_STAMPING: A 5 S 1961
 SS0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0493+STABILITY: SURFACE MOTION
 SS0493
 SS0493  HISTORY     - Date     Condition        Report By
 SS0493  HISTORY     - 1961     MONUMENTED       CGS
 SS0493
 SS0493                          STATION DESCRIPTION
 SS0493
 SS0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0493'13.55 MI SE FROM MONARCH.
 SS0493'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0493'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0493'CREEK ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, IN SECTION
 SS0493'14, T 15 N, R 8 E, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET
 SS0493'IN THE TOP OF A SMALL BOULDER WHICH IS FLUSH WITH THE GROUND, 11 FEET
 SS0493'NORTH-NORTHWEST OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE
 SS0493'NORTH SIDE, 3.3 FEET WEST OF A METAL WITNESS POST, AND ABOUT 3 FEET
 SS0493'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0490 ***********************************************************************
 SS0490  DESIGNATION -  A 5 S RM 1
 SS0490  PID         -  SS0490
 SS0490  STATE/COUNTY-  MT/CASCADE
 SS0490  USGS QUAD   -  BARKER (1995)
 SS0490
 SS0490                         *CURRENT SURVEY CONTROL
 SS0490  ___________________________________________________________________
 SS0490* NAD 83(1986)-  47 03 09.     (N)    110 39 49.     (W)     SCALED    
 SS0490* NAVD 88     -      1718.925  (meters)    5639.51   (feet)  ADJUSTED  
 SS0490  ___________________________________________________________________
 SS0490  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 SS0490  DYNAMIC HT  -        1718.530 (meters)    5638.21  (feet)  COMP
 SS0490  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 SS0490
 SS0490  VERT ORDER  -  SECOND    CLASS 0
 SS0490
 SS0490.The horizontal coordinates were scaled from a topographic map and have
 SS0490.an estimated accuracy of +/- 6 seconds.
 SS0490
 SS0490.The orthometric height was determined by differential leveling
 SS0490.and adjusted by the National Geodetic Survey in June 1991..
 SS0490
 SS0490.The geoid height was determined by GEOID03.
 SS0490
 SS0490.The dynamic height is computed by dividing the NAVD 88
 SS0490.geopotential number by the normal gravity value computed on the
 SS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0490.degrees latitude (g = 980.6199 gals.).
 SS0490
 SS0490.The modeled gravity was interpolated from observed gravity values.
 SS0490
 SS0490;                    North         East    Units  Estimated Accuracy
 SS0490;SPC MT       -   312,070.      511,640.      MT  (+/- 180 meters Scaled)
 SS0490
 SS0490                          SUPERSEDED SURVEY CONTROL
 SS0490
 SS0490  NGVD 29 (??/??/92) 1717.871  (m)         5636.05   (f) ADJ UNCH    2 0
 SS0490
 SS0490.Superseded values are not recommended for survey control.
 SS0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0490.See file dsdata.txt to determine how the superseded data were derived.
 SS0490
 SS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT255110(NAD 83)
 SS0490_MARKER: DR = REFERENCE MARK DISK
 SS0490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0490_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0490_STAMPING: A 5 S NO 1 1961
 SS0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0490
 SS0490  HISTORY     - Date     Condition        Report By
 SS0490  HISTORY     - 1961     MONUMENTED       CGS
 SS0490  HISTORY     - 1984     GOOD             NGS
 SS0490
 SS0490                          STATION DESCRIPTION
 SS0490
 SS0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0490'14.2 MI SE FROM MONARCH.
 SS0490'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0490'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0490'CREEK ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED ROAD, THENCE ABOUT
 SS0490'0.2 MILE NORTH AND NORTHEAST ACROSS A CREEK AND UP THE SOUTHWEST SLOPE
 SS0490'OF A MOUNTAIN, IN SECTION 14, T 15 N, R 8 E, 18 FEET NORTHEAST OF AN
 SS0490'8-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 29.5 FEET
 SS0490'EAST OF A 5 S 1961, A DISK ON THE TOP OF A 2-INCH IRON PIPE THAT
 SS0490'PROJECTS 4 INCHES.
 SS0490
 SS0490                          STATION RECOVERY (1984)
 SS0490
 SS0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0492 ***********************************************************************
 SS0492  DESIGNATION -  A 5 S RM 2
 SS0492  PID         -  SS0492
 SS0492  STATE/COUNTY-  MT/CASCADE
 SS0492  USGS QUAD   -  BARKER (1995)
 SS0492
 SS0492                         *CURRENT SURVEY CONTROL
 SS0492  ___________________________________________________________________
 SS0492* NAD 83(1986)-  47 03 09.     (N)    110 39 50.     (W)     SCALED    
 SS0492* NAVD 88     -      1718.315  (meters)    5637.51   (feet)  ADJUSTED  
 SS0492  ___________________________________________________________________
 SS0492  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 SS0492  DYNAMIC HT  -        1717.920 (meters)    5636.21  (feet)  COMP
 SS0492  MODELED GRAV-     980,321.9   (mgal)                       NAVD 88
 SS0492
 SS0492  VERT ORDER  -  SECOND    CLASS 0
 SS0492
 SS0492.The horizontal coordinates were scaled from a topographic map and have
 SS0492.an estimated accuracy of +/- 6 seconds.
 SS0492
 SS0492.The orthometric height was determined by differential leveling
 SS0492.and adjusted by the National Geodetic Survey in June 1991..
 SS0492
 SS0492.The geoid height was determined by GEOID03.
 SS0492
 SS0492.The dynamic height is computed by dividing the NAVD 88
 SS0492.geopotential number by the normal gravity value computed on the
 SS0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0492.degrees latitude (g = 980.6199 gals.).
 SS0492
 SS0492.The modeled gravity was interpolated from observed gravity values.
 SS0492
 SS0492;                    North         East    Units  Estimated Accuracy
 SS0492;SPC MT       -   312,070.      511,620.      MT  (+/- 180 meters Scaled)
 SS0492
 SS0492                          SUPERSEDED SURVEY CONTROL
 SS0492
 SS0492  NGVD 29 (??/??/92) 1717.262  (m)         5634.05   (f) ADJ UNCH    2 0
 SS0492
 SS0492.Superseded values are not recommended for survey control.
 SS0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0492.See file dsdata.txt to determine how the superseded data were derived.
 SS0492
 SS0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT255110(NAD 83)
 SS0492_MARKER: DR = REFERENCE MARK DISK
 SS0492_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0492_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0492_STAMPING: A 5 S NO 2 1961
 SS0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0492
 SS0492  HISTORY     - Date     Condition        Report By
 SS0492  HISTORY     - 1961     MONUMENTED       CGS
 SS0492  HISTORY     - 1984     GOOD             NGS
 SS0492
 SS0492                          STATION DESCRIPTION
 SS0492
 SS0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0492'14.2 MI SE FROM MONARCH.
 SS0492'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0492'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0492'CREEK ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED ROAD, THENCE ABOUT
 SS0492'0.2 MILE NORTH AND NORTHEAST ACROSS A CREEK AND UP THE SOUTHWEST SLOPE
 SS0492'OF A MOUNTAIN, IN SECTION 14, T 15 N, R 8 E, 24.5 FEET NORTH-NORTHWEST
 SS0492'OF A 5 S 1961, A DISK ON THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 SS0492'12 INCHES.
 SS0492
 SS0492                          STATION RECOVERY (1984)
 SS0492
 SS0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0495 ***********************************************************************
 SS0495  DESIGNATION -  A 5 T
 SS0495  PID         -  SS0495
 SS0495  STATE/COUNTY-  MT/CASCADE
 SS0495  USGS QUAD   -  BARKER (1995)
 SS0495
 SS0495                         *CURRENT SURVEY CONTROL
 SS0495  ___________________________________________________________________
 SS0495* NAD 83(1986)-  47 03 11.     (N)    110 40 20.     (W)     SCALED    
 SS0495* NAVD 88     -      1668.882  (meters)    5475.32   (feet)  ADJUSTED  
 SS0495  ___________________________________________________________________
 SS0495  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 SS0495  DYNAMIC HT  -        1668.503 (meters)    5474.08  (feet)  COMP
 SS0495  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 SS0495
 SS0495  VERT ORDER  -  SECOND    CLASS 0
 SS0495
 SS0495.The horizontal coordinates were scaled from a topographic map and have
 SS0495.an estimated accuracy of +/- 6 seconds.
 SS0495
 SS0495.The orthometric height was determined by differential leveling
 SS0495.and adjusted by the National Geodetic Survey in June 1991..
 SS0495
 SS0495.The geoid height was determined by GEOID03.
 SS0495
 SS0495.The dynamic height is computed by dividing the NAVD 88
 SS0495.geopotential number by the normal gravity value computed on the
 SS0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0495.degrees latitude (g = 980.6199 gals.).
 SS0495
 SS0495.The modeled gravity was interpolated from observed gravity values.
 SS0495
 SS0495;                    North         East    Units  Estimated Accuracy
 SS0495;SPC MT       -   312,140.      510,990.      MT  (+/- 180 meters Scaled)
 SS0495
 SS0495                          SUPERSEDED SURVEY CONTROL
 SS0495
 SS0495  NGVD 29 (??/??/92) 1667.830  (m)         5471.87   (f) ADJ UNCH    2 0
 SS0495
 SS0495.Superseded values are not recommended for survey control.
 SS0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0495.See file dsdata.txt to determine how the superseded data were derived.
 SS0495
 SS0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT248111(NAD 83)
 SS0495_MARKER: DS = TRIANGULATION STATION DISK
 SS0495_SETTING: 66 = SET IN ROCK OUTCROP
 SS0495_SP_SET: ROCK
 SS0495_STAMPING: A 5 T 1961
 SS0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0495+STABILITY: POSITION/ELEVATION WELL
 SS0495
 SS0495  HISTORY     - Date     Condition        Report By
 SS0495  HISTORY     - 1961     MONUMENTED       CGS
 SS0495
 SS0495                          STATION DESCRIPTION
 SS0495
 SS0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0495'13.75 MI SE FROM MONARCH.
 SS0495'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0495'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0495'CREEK ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, THENCE ABOUT
 SS0495'0.2 MILE NORTH ACROSS THE DRY FORK OF BELT CREEK AND UP A VERY STEEP
 SS0495'ROCKY HILL, IN SECTION 14, T 15 N, R 8 E, 42.5 FEET SOUTHWEST OF A 5 T
 SS0495'R.M. 1, 31.6 FEET SOUTH-SOUTHEAST OF A 5 T R.M. 2, SET IN THE TOP OF A
 SS0495'GRANITE ROCK ON THE CREST OF A HILL, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0494 ***********************************************************************
 SS0494  DESIGNATION -  A 5 T RM 1
 SS0494  PID         -  SS0494
 SS0494  STATE/COUNTY-  MT/CASCADE
 SS0494  USGS QUAD   -  BARKER (1995)
 SS0494
 SS0494                         *CURRENT SURVEY CONTROL
 SS0494  ___________________________________________________________________
 SS0494* NAD 83(1986)-  47 03 11.     (N)    110 40 20.     (W)     SCALED    
 SS0494* NAVD 88     -      1666.868  (meters)    5468.72   (feet)  ADJUSTED  
 SS0494  ___________________________________________________________________
 SS0494  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 SS0494  DYNAMIC HT  -        1666.489 (meters)    5467.47  (feet)  COMP
 SS0494  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 SS0494
 SS0494  VERT ORDER  -  SECOND    CLASS 0
 SS0494
 SS0494.The horizontal coordinates were scaled from a topographic map and have
 SS0494.an estimated accuracy of +/- 6 seconds.
 SS0494
 SS0494.The orthometric height was determined by differential leveling
 SS0494.and adjusted by the National Geodetic Survey in June 1991..
 SS0494
 SS0494.The geoid height was determined by GEOID03.
 SS0494
 SS0494.The dynamic height is computed by dividing the NAVD 88
 SS0494.geopotential number by the normal gravity value computed on the
 SS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0494.degrees latitude (g = 980.6199 gals.).
 SS0494
 SS0494.The modeled gravity was interpolated from observed gravity values.
 SS0494
 SS0494;                    North         East    Units  Estimated Accuracy
 SS0494;SPC MT       -   312,140.      510,990.      MT  (+/- 180 meters Scaled)
 SS0494
 SS0494                          SUPERSEDED SURVEY CONTROL
 SS0494
 SS0494  NGVD 29 (??/??/92) 1665.816  (m)         5465.26   (f) ADJ UNCH    2 0
 SS0494
 SS0494.Superseded values are not recommended for survey control.
 SS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0494.See file dsdata.txt to determine how the superseded data were derived.
 SS0494
 SS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT248111(NAD 83)
 SS0494_MARKER: DR = REFERENCE MARK DISK
 SS0494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0494_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0494_STAMPING: A 5 T NO 1 1961
 SS0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0494
 SS0494  HISTORY     - Date     Condition        Report By
 SS0494  HISTORY     - 1961     MONUMENTED       CGS
 SS0494
 SS0494                          STATION DESCRIPTION
 SS0494
 SS0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0494'13.75 MI SE FROM MONARCH.
 SS0494'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0494'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0494'CREEK ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, THENCE ABOUT
 SS0494'0.2 MILE NORTH ACROSS THE DRY FORK OF BELT CREEK AND UP A VERY STEEP
 SS0494'ROCKY HILL, IN SECTION 14, T 15 N, R 8 E, 42.5 FEET NORTHEAST OF A 5 T
 SS0494'1961, A DISK ON THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0496 ***********************************************************************
 SS0496  DESIGNATION -  A 5 T RM 2
 SS0496  PID         -  SS0496
 SS0496  STATE/COUNTY-  MT/CASCADE
 SS0496  USGS QUAD   -  BARKER (1995)
 SS0496
 SS0496                         *CURRENT SURVEY CONTROL
 SS0496  ___________________________________________________________________
 SS0496* NAD 83(1986)-  47 03 11.     (N)    110 40 20.     (W)     SCALED    
 SS0496* NAVD 88     -      1667.286  (meters)    5470.09   (feet)  ADJUSTED  
 SS0496  ___________________________________________________________________
 SS0496  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 SS0496  DYNAMIC HT  -        1666.907 (meters)    5468.84  (feet)  COMP
 SS0496  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 SS0496
 SS0496  VERT ORDER  -  SECOND    CLASS 0
 SS0496
 SS0496.The horizontal coordinates were scaled from a topographic map and have
 SS0496.an estimated accuracy of +/- 6 seconds.
 SS0496
 SS0496.The orthometric height was determined by differential leveling
 SS0496.and adjusted by the National Geodetic Survey in June 1991..
 SS0496
 SS0496.The geoid height was determined by GEOID03.
 SS0496
 SS0496.The dynamic height is computed by dividing the NAVD 88
 SS0496.geopotential number by the normal gravity value computed on the
 SS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0496.degrees latitude (g = 980.6199 gals.).
 SS0496
 SS0496.The modeled gravity was interpolated from observed gravity values.
 SS0496
 SS0496;                    North         East    Units  Estimated Accuracy
 SS0496;SPC MT       -   312,140.      510,990.      MT  (+/- 180 meters Scaled)
 SS0496
 SS0496                          SUPERSEDED SURVEY CONTROL
 SS0496
 SS0496  NGVD 29 (??/??/92) 1666.234  (m)         5466.64   (f) ADJ UNCH    2 0
 SS0496
 SS0496.Superseded values are not recommended for survey control.
 SS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0496.See file dsdata.txt to determine how the superseded data were derived.
 SS0496
 SS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT248111(NAD 83)
 SS0496_MARKER: DR = REFERENCE MARK DISK
 SS0496_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0496_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0496_STAMPING: A 5 T NO 2 1961
 SS0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0496
 SS0496  HISTORY     - Date     Condition        Report By
 SS0496  HISTORY     - 1961     MONUMENTED       CGS
 SS0496
 SS0496                          STATION DESCRIPTION
 SS0496
 SS0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0496'13.75 MI SE FROM MONARCH.
 SS0496'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0496'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0496'CREEK ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, THENCE ABOUT
 SS0496'0.2 MILE NORTH ACROSS THE DRY FORK OF BELT CREEK AND UP A VERY STEEP
 SS0496'ROCKY HILL, IN SECTION 14, T 15 N, R 8 E, 31.6 FEET NORTH-NORTHWEST OF
 SS0496'A 5 T 1961, A DISK ON THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 12
 SS0496'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0336 ***********************************************************************
 TN0336  DESIGNATION -  A 50
 TN0336  PID         -  TN0336
 TN0336  STATE/COUNTY-  MT/LINCOLN
 TN0336  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0336
 TN0336                         *CURRENT SURVEY CONTROL
 TN0336  ___________________________________________________________________
 TN0336* NAD 83(1986)-  48 26 21.     (N)    115 51 27.     (W)     SCALED    
 TN0336* NAVD 88     -       579.353  (meters)    1900.76   (feet)  ADJUSTED  
 TN0336  ___________________________________________________________________
 TN0336  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 TN0336  DYNAMIC HT  -         579.390 (meters)    1900.88  (feet)  COMP
 TN0336  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 TN0336
 TN0336  VERT ORDER  -  FIRST     CLASS II
 TN0336
 TN0336.The horizontal coordinates were scaled from a topographic map and have
 TN0336.an estimated accuracy of +/- 6 seconds.
 TN0336
 TN0336.The orthometric height was determined by differential leveling
 TN0336.and adjusted by the National Geodetic Survey in June 1991..
 TN0336
 TN0336.The geoid height was determined by GEOID03.
 TN0336
 TN0336.The dynamic height is computed by dividing the NAVD 88
 TN0336.geopotential number by the normal gravity value computed on the
 TN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0336.degrees latitude (g = 980.6199 gals.).
 TN0336
 TN0336.The modeled gravity was interpolated from observed gravity values.
 TN0336
 TN0336;                    North         East    Units  Estimated Accuracy
 TN0336;SPC MT       -   484,580.      130,270.      MT  (+/- 180 meters Scaled)
 TN0336
 TN0336                          SUPERSEDED SURVEY CONTROL
 TN0336
 TN0336  NGVD 29 (??/??/92)  578.178  (m)         1896.91   (f) ADJ UNCH    1 2
 TN0336
 TN0336.Superseded values are not recommended for survey control.
 TN0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0336.See file dsdata.txt to determine how the superseded data were derived.
 TN0336
 TN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP844657(NAD 83)
 TN0336_MARKER: DB = BENCH MARK DISK
 TN0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0336_STAMPING: A 50 1933
 TN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0336+STABILITY: SURFACE MOTION
 TN0336
 TN0336  HISTORY     - Date     Condition        Report By
 TN0336  HISTORY     - 1933     MONUMENTED       CGS
 TN0336  HISTORY     - 1963     GOOD             USGS
 TN0336  HISTORY     - 1971     GOOD             BPR
 TN0336  HISTORY     - 1981     POOR             LOCSUR
 TN0336
 TN0336                          STATION DESCRIPTION
 TN0336
 TN0336'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0336'2.7 MI SE FROM TROY.
 TN0336'2.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY TO A FARM ROAD
 TN0336'XING FROM TROY, LINCOLN COUNTY, THEN .25 MILES NE TO DISMANTLED
 TN0336'RAILWAY XING ROAD MARK IS 45 FEET SOUTH OF DISMANTLED RR AND 25 FEET
 TN0336'WEST OF ROAD.  A STANDARD DISK STAMPED A 50 1933 AND SET IN THE TOP OF
 TN0336'A CONCRETE POST.
 TN0336
 TN0336                          STATION RECOVERY (1971)
 TN0336
 TN0336'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0336'RECOVERED IN GOOD CONDITION.
 TN0336
 TN0336                          STATION RECOVERY (1981)
 TN0336
 TN0336'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TN0336'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0758 ***********************************************************************
 TM0758  DESIGNATION -  A 500
 TM0758  PID         -  TM0758
 TM0758  STATE/COUNTY-  MT/FLATHEAD
 TM0758  USGS QUAD   -  NYACK (1994)
 TM0758
 TM0758                         *CURRENT SURVEY CONTROL
 TM0758  ___________________________________________________________________
 TM0758* NAD 83(1986)-  48 27 53.     (N)    113 49 55.     (W)     SCALED    
 TM0758* NAVD 88     -      1010.935  (meters)    3316.71   (feet)  ADJUSTED  
 TM0758  ___________________________________________________________________
 TM0758  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 TM0758  DYNAMIC HT  -        1010.908 (meters)    3316.62  (feet)  COMP
 TM0758  MODELED GRAV-     980,551.0   (mgal)                       NAVD 88
 TM0758
 TM0758  VERT ORDER  -  FIRST     CLASS II
 TM0758
 TM0758.The horizontal coordinates were scaled from a topographic map and have
 TM0758.an estimated accuracy of +/- 6 seconds.
 TM0758
 TM0758.The orthometric height was determined by differential leveling
 TM0758.and adjusted by the National Geodetic Survey in June 1991..
 TM0758
 TM0758.The geoid height was determined by GEOID03.
 TM0758
 TM0758.The dynamic height is computed by dividing the NAVD 88
 TM0758.geopotential number by the normal gravity value computed on the
 TM0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0758.degrees latitude (g = 980.6199 gals.).
 TM0758
 TM0758.The modeled gravity was interpolated from observed gravity values.
 TM0758
 TM0758;                    North         East    Units  Estimated Accuracy
 TM0758;SPC MT       -   477,210.      279,900.      MT  (+/- 180 meters Scaled)
 TM0758
 TM0758                          SUPERSEDED SURVEY CONTROL
 TM0758
 TM0758.No superseded survey control is available for this station.
 TM0758
 TM0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU906718(NAD 83)
 TM0758_MARKER: DB = BENCH MARK DISK
 TM0758_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0758_SP_SET: STAINLESS STEEL ROD
 TM0758_STAMPING: A 500 1979
 TM0758_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0758_ROD/PIPE-DEPTH: 9.14 meters
 TM0758
 TM0758  HISTORY     - Date     Condition        Report By
 TM0758  HISTORY     - 1979     MONUMENTED       NGS
 TM0758
 TM0758                          STATION DESCRIPTION
 TM0758
 TM0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0758'8.6 MI SE FROM WEST GLACIER.
 TM0758'8.65 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0758'GLACIER NATIONAL PARK AT WEST GLACIER, AT MILE POST 162, IN LINE WITH
 TM0758'A ROW OF POWERLINE POLES SOUTHWEST OF THE HIGHWAY, 92 FEET NORTHWEST
 TM0758'OF A POWERLINE POLE, 58 FEET SOUTHWEST OF THE CENTERLINE OF THE
 TM0758'HIGHWAY, 3 FEET SOUTHEAST OF WOODEN HIGHWAY MARKER NO. 450 AND 1.5
 TM0758'FEET NORTHEAST OF A BARBED WIRE FENCE LINE.
 TM0758'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 TM0758'THE MARK IS 3 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0465 ***********************************************************************
 TN0465  DESIGNATION -  A 501
 TN0465  PID         -  TN0465
 TN0465  STATE/COUNTY-  MT/FLATHEAD
 TN0465  USGS QUAD   -  ROSE CROSSING (1994)
 TN0465
 TN0465                         *CURRENT SURVEY CONTROL
 TN0465  ___________________________________________________________________
 TN0465* NAD 83(1986)-  48 22 14.     (N)    114 17 53.     (W)     SCALED    
 TN0465* NAVD 88     -       925.723  (meters)    3037.14   (feet)  ADJUSTED  
 TN0465  ___________________________________________________________________
 TN0465  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TN0465  DYNAMIC HT  -         925.718 (meters)    3037.13  (feet)  COMP
 TN0465  MODELED GRAV-     980,575.2   (mgal)                       NAVD 88
 TN0465
 TN0465  VERT ORDER  -  FIRST     CLASS II
 TN0465
 TN0465.The horizontal coordinates were scaled from a topographic map and have
 TN0465.an estimated accuracy of +/- 6 seconds.
 TN0465
 TN0465.The orthometric height was determined by differential leveling
 TN0465.and adjusted by the National Geodetic Survey in June 1991..
 TN0465
 TN0465.The geoid height was determined by GEOID03.
 TN0465
 TN0465.The dynamic height is computed by dividing the NAVD 88
 TN0465.geopotential number by the normal gravity value computed on the
 TN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0465.degrees latitude (g = 980.6199 gals.).
 TN0465
 TN0465.The modeled gravity was interpolated from observed gravity values.
 TN0465
 TN0465;                    North         East    Units  Estimated Accuracy
 TN0465;SPC MT       -   468,760.      244,850.      MT  (+/- 180 meters Scaled)
 TN0465
 TN0465                          SUPERSEDED SURVEY CONTROL
 TN0465
 TN0465.No superseded survey control is available for this station.
 TN0465
 TN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP000610(NAD 83)
 TN0465_MARKER: DB = BENCH MARK DISK
 TN0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0465_SP_SET: STAINLESS STEEL ROD
 TN0465_STAMPING: A 501 1979
 TN0465_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0465_ROD/PIPE-DEPTH: 4.57 meters
 TN0465
 TN0465  HISTORY     - Date     Condition        Report By
 TN0465  HISTORY     - 1979     MONUMENTED       NGS
 TN0465
 TN0465                          STATION DESCRIPTION
 TN0465
 TN0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0465'7.0 MI WEST FROM COLUMBIA FALLS.
 TN0465'7.0 MILES WEST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY
 TN0465'2 IN COLUMBIA FALLS, AT THE WEST END AND ON TOP OF A LONG LOW ROAD
 TN0465'CUT, 107 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 40, 64 FEET EAST OF
 TN0465'A NORTHWEST CORNER FENCE POST, 7.5 FEET EAST OF POWER LINE POLE
 TN0465'NO. 163941 WITH A GUY WIRE, 4.5 FEET EAST OF AN ANGLE IN THE
 TN0465'FENCELINE, MARK IS ACCESSED THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TN0465'THE MARK IS 3 FT  W FROM A WITNESS POST.
 TN0465'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0497 ***********************************************************************
 TN0497  DESIGNATION -  A 502
 TN0497  PID         -  TN0497
 TN0497  STATE/COUNTY-  MT/FLATHEAD
 TN0497  USGS QUAD   -  OLNEY (1994)
 TN0497
 TN0497                         *CURRENT SURVEY CONTROL
 TN0497  ___________________________________________________________________
 TN0497* NAD 83(1986)-  48 35 01.     (N)    114 35 40.     (W)     SCALED    
 TN0497* NAVD 88     -      1031.189  (meters)    3383.16   (feet)  ADJUSTED  
 TN0497  ___________________________________________________________________
 TN0497  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 TN0497  DYNAMIC HT  -        1031.200 (meters)    3383.20  (feet)  COMP
 TN0497  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 TN0497
 TN0497  VERT ORDER  -  FIRST     CLASS II
 TN0497
 TN0497.The horizontal coordinates were scaled from a topographic map and have
 TN0497.an estimated accuracy of +/- 6 seconds.
 TN0497
 TN0497.The orthometric height was determined by differential leveling
 TN0497.and adjusted by the National Geodetic Survey in June 1991..
 TN0497
 TN0497.The geoid height was determined by GEOID03.
 TN0497
 TN0497.The dynamic height is computed by dividing the NAVD 88
 TN0497.geopotential number by the normal gravity value computed on the
 TN0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0497.degrees latitude (g = 980.6199 gals.).
 TN0497
 TN0497.The modeled gravity was interpolated from observed gravity values.
 TN0497
 TN0497;                    North         East    Units  Estimated Accuracy
 TN0497;SPC MT       -   493,790.      224,480.      MT  (+/- 180 meters Scaled)
 TN0497
 TN0497                          SUPERSEDED SURVEY CONTROL
 TN0497
 TN0497.No superseded survey control is available for this station.
 TN0497
 TN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP774839(NAD 83)
 TN0497_MARKER: DB = BENCH MARK DISK
 TN0497_SETTING: 66 = SET IN ROCK OUTCROP
 TN0497_SP_SET: ROCK OUTCROP
 TN0497_STAMPING: A 502 1979
 TN0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0497+STABILITY: POSITION/ELEVATION WELL
 TN0497
 TN0497  HISTORY     - Date     Condition        Report By
 TN0497  HISTORY     - 1979     MONUMENTED       NGS
 TN0497
 TN0497                          STATION DESCRIPTION
 TN0497
 TN0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0497'20.0 MI NW FROM WHITEFISH.
 TN0497'20.0 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0497'SPOKANE AVENUE IN WHITEFISH, SET IN THE TOP OF A ROCK LEDGE IN A
 TN0497'LONG, LOW HIGHWAY CUT, 236 FEET SOUTH-SOUTHEAST OF MILE POST 148,
 TN0497'119 FEET NORTH-NORTHWEST OF POWER LINE POLE 325642, 37 FEET NORTHEAST
 TN0497'OF THE CENTERLINE OF HIGHWAY 93 AND 3 FEET NORTHEAST OF THE SOUTHWEST
 TN0497'EDGE OF THE LEDGE.
 TN0497'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TN0497'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0533 ***********************************************************************
 TN0533  DESIGNATION -  A 503
 TN0533  PID         -  TN0533
 TN0533  STATE/COUNTY-  MT/LINCOLN
 TN0533  USGS QUAD   -  EUREKA SOUTH (1983)
 TN0533
 TN0533                         *CURRENT SURVEY CONTROL
 TN0533  ___________________________________________________________________
 TN0533* NAD 83(1986)-  48 51 30.     (N)    115 00 20.     (W)     SCALED    
 TN0533* NAVD 88     -       872.025  (meters)    2860.97   (feet)  ADJUSTED  
 TN0533  ___________________________________________________________________
 TN0533  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 TN0533  DYNAMIC HT  -         872.077 (meters)    2861.14  (feet)  COMP
 TN0533  MODELED GRAV-     980,640.9   (mgal)                       NAVD 88
 TN0533
 TN0533  VERT ORDER  -  FIRST     CLASS II
 TN0533
 TN0533.The horizontal coordinates were scaled from a topographic map and have
 TN0533.an estimated accuracy of +/- 6 seconds.
 TN0533
 TN0533.The orthometric height was determined by differential leveling
 TN0533.and adjusted by the National Geodetic Survey in June 1991..
 TN0533
 TN0533.The geoid height was determined by GEOID03.
 TN0533
 TN0533.The dynamic height is computed by dividing the NAVD 88
 TN0533.geopotential number by the normal gravity value computed on the
 TN0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0533.degrees latitude (g = 980.6199 gals.).
 TN0533
 TN0533.The modeled gravity was interpolated from observed gravity values.
 TN0533
 TN0533;                    North         East    Units  Estimated Accuracy
 TN0533;SPC MT       -   526,310.      196,370.      MT  (+/- 180 meters Scaled)
 TN0533
 TN0533                          SUPERSEDED SURVEY CONTROL
 TN0533
 TN0533.No superseded survey control is available for this station.
 TN0533
 TN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ462136(NAD 83)
 TN0533_MARKER: DB = BENCH MARK DISK
 TN0533_SETTING: 66 = SET IN ROCK OUTCROP
 TN0533_SP_SET: ROCK OUTCROP
 TN0533_STAMPING: A 503 1979
 TN0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0533+STABILITY: POSITION/ELEVATION WELL
 TN0533
 TN0533  HISTORY     - Date     Condition        Report By
 TN0533  HISTORY     - 1979     MONUMENTED       NGS
 TN0533
 TN0533                          STATION DESCRIPTION
 TN0533
 TN0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0533'2.9 MI SE FROM EUREKA.
 TN0533'2.9 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0533'EUREKA, SET IN THE TOP OF A MASSIVE EXPOSED AREA OF OUTCROP ON THE
 TN0533'NORTHWEST SLOPE OF A ROCK CUT, 62 FEET NORTHWEST OF THE MOST
 TN0533'SOUTHWESTERNLY OF TWO POWER LINE POWER POLES, 50 FEET NORTHEAST OF
 TN0533'THE CENTERLINE OF HIGHWAY 93 AND 5 FEET NORTHEAST OF A BARBED WIRE
 TN0533'FENCE LINE.
 TN0533'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 TN0533'THE MARK IS 10 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0627 ***********************************************************************
 TN0627  DESIGNATION -  A 504
 TN0627  PID         -  TN0627
 TN0627  STATE/COUNTY-  MT/LINCOLN
 TN0627  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0627
 TN0627                         *CURRENT SURVEY CONTROL
 TN0627  ___________________________________________________________________
 TN0627* NAD 83(1986)-  48 49 34.     (N)    115 15 20.     (W)     SCALED    
 TN0627* NAVD 88     -       788.022  (meters)    2585.37   (feet)  ADJUSTED  
 TN0627  ___________________________________________________________________
 TN0627  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TN0627  DYNAMIC HT  -         788.068 (meters)    2585.52  (feet)  COMP
 TN0627  MODELED GRAV-     980,644.2   (mgal)                       NAVD 88
 TN0627
 TN0627  VERT ORDER  -  FIRST     CLASS II
 TN0627
 TN0627.The horizontal coordinates were scaled from a topographic map and have
 TN0627.an estimated accuracy of +/- 6 seconds.
 TN0627
 TN0627.The orthometric height was determined by differential leveling
 TN0627.and adjusted by the National Geodetic Survey in June 1991..
 TN0627
 TN0627.The geoid height was determined by GEOID03.
 TN0627
 TN0627.The dynamic height is computed by dividing the NAVD 88
 TN0627.geopotential number by the normal gravity value computed on the
 TN0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0627.degrees latitude (g = 980.6199 gals.).
 TN0627
 TN0627.The modeled gravity was interpolated from observed gravity values.
 TN0627
 TN0627;                    North         East    Units  Estimated Accuracy
 TN0627;SPC MT       -   524,050.      177,820.      MT  (+/- 180 meters Scaled)
 TN0627
 TN0627                          SUPERSEDED SURVEY CONTROL
 TN0627
 TN0627.No superseded survey control is available for this station.
 TN0627
 TN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ280095(NAD 83)
 TN0627_MARKER: DB = BENCH MARK DISK
 TN0627_SETTING: 66 = SET IN ROCK OUTCROP
 TN0627_SP_SET: ROCK OUTCROP
 TN0627_STAMPING: A 504 1979
 TN0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0627+STABILITY: POSITION/ELEVATION WELL
 TN0627
 TN0627  HISTORY     - Date     Condition        Report By
 TN0627  HISTORY     - 1979     MONUMENTED       NGS
 TN0627
 TN0627                          STATION DESCRIPTION
 TN0627
 TN0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0627'14.7 MI SW FROM EUREKA.
 TN0627'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0627'THENCE 12.7 MILES SOUTHWEST ALONG STATE HIGHWAY 37, AT THE NORTHEAST
 TN0627'END OF A SMALL HIGHWAY CUT, SET IN TOP OF BEDROCK, 0.3 MILE NORTHEAST
 TN0627'OF HIGHWAY MILE POST 54, 41 FEET NORTHWEST OF THE CENTERLINE OF THE
 TN0627'HIGHWAY, 71 FEET SOUTHWEST OF A 10-INCH FIR TREE AND 18 FEET WEST OF
 TN0627'THE SOUTHWEST END OF A METAL GUARD RAIL.
 TN0627'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 TN0627'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0652 ***********************************************************************
 TN0652  DESIGNATION -  A 505
 TN0652  PID         -  TN0652
 TN0652  STATE/COUNTY-  MT/LINCOLN
 TN0652  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0652
 TN0652                         *CURRENT SURVEY CONTROL
 TN0652  ___________________________________________________________________
 TN0652* NAD 83(1986)-  48 36 22.     (N)    115 14 33.     (W)     SCALED    
 TN0652* NAVD 88     -       851.689  (meters)    2794.25   (feet)  ADJUSTED  
 TN0652  ___________________________________________________________________
 TN0652  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 TN0652  DYNAMIC HT  -         851.731 (meters)    2794.39  (feet)  COMP
 TN0652  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 TN0652
 TN0652  VERT ORDER  -  FIRST     CLASS II
 TN0652
 TN0652.The horizontal coordinates were scaled from a topographic map and have
 TN0652.an estimated accuracy of +/- 6 seconds.
 TN0652
 TN0652.The orthometric height was determined by differential leveling
 TN0652.and adjusted by the National Geodetic Survey in June 1991..
 TN0652
 TN0652.The geoid height was determined by GEOID03.
 TN0652
 TN0652.The dynamic height is computed by dividing the NAVD 88
 TN0652.geopotential number by the normal gravity value computed on the
 TN0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0652.degrees latitude (g = 980.6199 gals.).
 TN0652
 TN0652.The modeled gravity was interpolated from observed gravity values.
 TN0652
 TN0652;                    North         East    Units  Estimated Accuracy
 TN0652;SPC MT       -   499,580.      176,980.      MT  (+/- 180 meters Scaled)
 TN0652
 TN0652                          SUPERSEDED SURVEY CONTROL
 TN0652
 TN0652.No superseded survey control is available for this station.
 TN0652
 TN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP295851(NAD 83)
 TN0652_MARKER: DB = BENCH MARK DISK
 TN0652_SETTING: 66 = SET IN ROCK OUTCROP
 TN0652_SP_SET: ROCK OUTCROP
 TN0652_STAMPING: A 505 1980
 TN0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0652+STABILITY: POSITION/ELEVATION WELL
 TN0652
 TN0652  HISTORY     - Date     Condition        Report By
 TN0652  HISTORY     - 1980     MONUMENTED       NGS
 TN0652
 TN0652                          STATION DESCRIPTION
 TN0652
 TN0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0652'50.1 KM SW FROM EUREKA.
 TN0652'3.2 KILOMETERS (2.0 MILES) NORTH ALONG US HIGHWAY 93 FROM THE
 TN0652'TOWN HALL IN EUREKA, THENCE 50.1 KILOMETERS (30.9 MILES)
 TN0652'SOUTHWEST ALONG STATE HIGHWAY 37 , AT HIGHWAY MP 36
 TN0652'SET VERTICALLY IN THE SOUTHWEST FACE OF A MASSIVE BEDROCK
 TN0652'HIGHWAY CUT , 41.9 METERS (137 FEET) NORTHWEST OF THE SOUTHEAST
 TN0652'END OF THE CUT, 11.4 METERS (37.5 FEET) NORTHEAST OF THE CENTERLINE
 TN0652'OF THE HIGHWAY, 16.1 METERS (52.5 FEET) NORTHEWEST OF THE
 TN0652'NORTHWEST END OF A STEEL GUARDRAIL ANCHORED IN THE GROND.
 TN0652'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0678 ***********************************************************************
 TN0678  DESIGNATION -  A 506
 TN0678  PID         -  TN0678
 TN0678  STATE/COUNTY-  MT/LINCOLN
 TN0678  USGS QUAD   -  TONY PEAK (1983)
 TN0678
 TN0678                         *CURRENT SURVEY CONTROL
 TN0678  ___________________________________________________________________
 TN0678* NAD 83(1986)-  48 22 24.     (N)    115 18 56.     (W)     SCALED    
 TN0678* NAVD 88     -       658.438  (meters)    2160.23   (feet)  ADJUSTED  
 TN0678  ___________________________________________________________________
 TN0678  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 TN0678  DYNAMIC HT  -         658.477 (meters)    2160.35  (feet)  COMP
 TN0678  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 TN0678
 TN0678  VERT ORDER  -  FIRST     CLASS II
 TN0678
 TN0678.The horizontal coordinates were scaled from a topographic map and have
 TN0678.an estimated accuracy of +/- 6 seconds.
 TN0678
 TN0678.The orthometric height was determined by differential leveling
 TN0678.and adjusted by the National Geodetic Survey in June 1991..
 TN0678
 TN0678.The geoid height was determined by GEOID03.
 TN0678
 TN0678.The dynamic height is computed by dividing the NAVD 88
 TN0678.geopotential number by the normal gravity value computed on the
 TN0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0678.degrees latitude (g = 980.6199 gals.).
 TN0678
 TN0678.The modeled gravity was interpolated from observed gravity values.
 TN0678
 TN0678;                    North         East    Units  Estimated Accuracy
 TN0678;SPC MT       -   474,170.      169,690.      MT  (+/- 180 meters Scaled)
 TN0678
 TN0678                          SUPERSEDED SURVEY CONTROL
 TN0678
 TN0678.No superseded survey control is available for this station.
 TN0678
 TN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP247591(NAD 83)
 TN0678_MARKER: DB = BENCH MARK DISK
 TN0678_SETTING: 66 = SET IN ROCK OUTCROP
 TN0678_SP_SET: ROCK OUTCROP
 TN0678_STAMPING: A 506 1980
 TN0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0678+STABILITY: POSITION/ELEVATION WELL
 TN0678
 TN0678  HISTORY     - Date     Condition        Report By
 TN0678  HISTORY     - 1980     MONUMENTED       NGS
 TN0678
 TN0678                          STATION DESCRIPTION
 TN0678
 TN0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0678'23.5 KM NE FROM LIBBY.
 TN0678'23.5 KILOMETERS (14.5 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM THE
 TN0678'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, 1.0 KILOMETER (0.6 MILE)
 TN0678'NORTH OF THE EAST END OF A HIGHWAY BRIDGE OVER THE KOOTENAI RIVER,
 TN0678'SET IN TOP OF A 10 X 10 FOOT EXPOSED AREA OF BEDROCK, APPROXIMATELY
 TN0678'85 PACES NORTH OF A 36 INCH DIAMETER STEEL PIPE CULVERT UNDER THE
 TN0678'HIGHWAY, 54.5 METERS (178.5 FEET) SOUTH OF AND ACROSS THE HIGHWAY
 TN0678'FROM THE NORTH END OF A STEEL GUARDRAIL, 39.6 METERS (130 FEET)
 TN0678'NORTH OF THE SOUTH END OF A HIGHWAY CUT, 14.2 METERS (46.5 FEET)
 TN0678'EAST OF THE CENTERLINE OF THE HIGHWAY.
 TN0678'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 TN0678'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0428 ***********************************************************************
 TN0428  FBN         -  This is a Federal Base Network Control Station.
 TN0428  DESIGNATION -  A 507
 TN0428  PID         -  TN0428
 TN0428  STATE/COUNTY-  MT/FLATHEAD
 TN0428  USGS QUAD   -  ROSE CROSSING (1994)
 TN0428
 TN0428                         *CURRENT SURVEY CONTROL
 TN0428  ___________________________________________________________________
 TN0428* NAD 83(1999)-  48 18 30.35440(N)    114 15 04.90294(W)     ADJUSTED  
 TN0428* NAVD 88     -       904.574  (meters)    2967.76   (feet)  ADJUSTED  
 TN0428  ___________________________________________________________________
 TN0428  X           -  -1,745,959.585 (meters)                     COMP
 TN0428  Y           -  -3,875,640.546 (meters)                     COMP
 TN0428  Z           -   4,740,419.195 (meters)                     COMP
 TN0428  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 TN0428  ELLIP HEIGHT-         888.36  (meters)          (10/12/00) GPS OBS
 TN0428  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0428  DYNAMIC HT  -         904.559 (meters)    2967.71  (feet)  COMP
 TN0428  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 TN0428
 TN0428  HORZ ORDER  -  A
 TN0428  VERT ORDER  -  FIRST     CLASS II
 TN0428  ELLP ORDER  -  THIRD     CLASS I
 TN0428
 TN0428.This mark is at Glacier Park Intl Airport (FCA)
 TN0428
 TN0428.The horizontal coordinates were established by GPS observations
 TN0428.and adjusted by the National Geodetic Survey in October 2000..
 TN0428.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TN0428.DATUM ITEM on the data sheet items page.
 TN0428
 TN0428.The orthometric height was determined by differential leveling
 TN0428.and adjusted by the National Geodetic Survey in June 1991..
 TN0428
 TN0428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0428
 TN0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0428
 TN0428.The ellipsoidal height was determined by GPS observations
 TN0428.and is referenced to NAD 83.
 TN0428
 TN0428.The geoid height was determined by GEOID03.
 TN0428
 TN0428.The dynamic height is computed by dividing the NAVD 88
 TN0428.geopotential number by the normal gravity value computed on the
 TN0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0428.degrees latitude (g = 980.6199 gals.).
 TN0428
 TN0428.The modeled gravity was interpolated from observed gravity values.
 TN0428
 TN0428;                    North         East     Units Scale Factor Converg.
 TN0428;SPC MT       -   461,660.642   247,886.115   MT  0.99964960   -3 28 32.3
 TN0428;SPC MT       - 1,514,634.65    813,274.66   iFT  0.99964960   -3 28 32.3
 TN0428;UTM  11      - 5,354,233.786   703,801.979   MT  1.00011036   +2 03 11.6
 TN0428
 TN0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0428!SPC MT       -   0.99986079  x   0.99964960  =   0.99951044
 TN0428!UTM  11      -   0.99986079  x   1.00011036  =   0.99997113
 TN0428
 TN0428                          SUPERSEDED SURVEY CONTROL
 TN0428
 TN0428  ELLIP H (07/28/92)  888.54   (m)                       GP(       ) 5 1
 TN0428  NAD 83(1992)-  48 18 30.35187(N)    114 15 04.90494(W) AD(       ) B
 TN0428  ELLIP H (05/15/92)  888.54   (m)                       GP(       ) 4 2
 TN0428  NAD 83(1986)-  48 18 30.36343(N)    114 15 04.89219(W) AD(       ) 1
 TN0428  NAVD 88 (05/28/92)  904.57   (m)         2967.7    (f) LEVELING    3  
 TN0428  NGVD 29 (06/11/92)  903.40   (m)         2963.9    (f) LEVELING    3  
 TN0428
 TN0428.Superseded values are not recommended for survey control.
 TN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0428.See file dsdata.txt to determine how the superseded data were derived.
 TN0428
 TN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0380254234(NAD 83)
 TN0428_MARKER: F = FLANGE-ENCASED ROD
 TN0428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TN0428_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TN0428_STAMPING: A 507 1979
 TN0428_MARK LOGO: NGS   
 TN0428_PROJECTION: RECESSED 20 CENTIMETERS
 TN0428_MAGNETIC: I = MARKER IS A STEEL ROD
 TN0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0428+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 TN0428_ROD/PIPE-DEPTH: 6.71 meters
 TN0428_SLEEVE-DEPTH  : 3.96 meters
 TN0428
 TN0428  HISTORY     - Date     Condition        Report By
 TN0428  HISTORY     - 1979     MONUMENTED       NGS
 TN0428  HISTORY     - 19880725 GOOD             NGS
 TN0428  HISTORY     - 19910820 GOOD             NGS
 TN0428  HISTORY     - 19950913 GOOD             MTDOT
 TN0428  HISTORY     - 19961030 GOOD             MTDOT
 TN0428  HISTORY     - 19970105 GOOD             MTDOT
 TN0428  HISTORY     - 19990601 GOOD             NGS
 TN0428  HISTORY     - 20010525 GOOD             NGS
 TN0428  HISTORY     - 20050801 GOOD             MTDOT
 TN0428
 TN0428                          STATION DESCRIPTION
 TN0428
 TN0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0428'400
 TN0428'THE MARK IS ABOVE LEVEL WITH ROAD.
 TN0428'2.0 MILES EAST ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH HIGHWAY 93
 TN0428'IN KALISPELL, THENCE 6.7 MILES NORTHEAST ALONG LASALLE ROAD, THENCE
 TN0428'0.2 MILE NORTHWEST ALONG AIRPORT ROAD, SET AT THE SOUTHEAST CORNER OF
 TN0428'A SMALL TRIANGULAR PLOT OF GRASS, NEXT TO A WEATHER SUBSTATION, AT
 TN0428'GLACIER PARK INTERNATIONAL AIRPORT, 100 FEET NORTHWEST OF THE CENTER
 TN0428'OF Y-JUNCTION OF AIRPORT ROAD, 37.5 FEET SOUTHEAST OF A WOODEN WHITE
 TN0428'FENCE AROUND THE WEATHER STATION AND 17 FEET NORTH OF AN IRON PIPE.
 TN0428'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TN0428
 TN0428                          STATION RECOVERY (1988)
 TN0428
 TN0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN0428'THE STATION IS LOCATED AT THE GLACIER PARK INTERNATIONAL AIRPORT,
 TN0428'ABOUT 11.3 KM (7.00 MI) NORTH OF KALISPELL AND ABOUT 12.9 KM
 TN0428'(8.00 MI) SOUTHEAST OF WHITEFISH.
 TN0428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 TN0428'HIGHWAY 40 IN NORTH WHITEFISH, GO EAST ON STATE HIGHWAY 40 FOR 7.4 KM
 TN0428'(4.60 MI) TO THE JUNCTION WITH HIGHWAY 2.  TURN RIGHT AND GO SOUTH ON
 TN0428'U.S. HIGHWAY 2 FOR 7.6 KM (4.70 MI) TO THE ENTRANCE OF THE AIRPORT.
 TN0428'TURN RIGHT AND GO WEST ON THE AIRPORT ROAD FOR 0.4 KM (0.25 MI) TO A
 TN0428'GRASS AREA, THAT FORMS A TRIANGLE, AND THE STATION  MARK ON THE
 TN0428'RIGHT.  THE MARK IS 0.42 M (1.4 FT) SOUTHEAST OF A WITNESS POST, 4.7
 TN0428'M (15.4 FT) NORTHEAST OF A SIGN -ENTRANCE AIRLINES-, AND 12.2 M
 TN0428'(40.0 FT) NORTH OF THE CENTER OF THE AIRPORT ROAD.
 TN0428'TYPED E.A.R.
 TN0428
 TN0428                          STATION RECOVERY (1991)
 TN0428
 TN0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TN0428'THE STATION IS LOCATED ABOUT 11 KM (6.8 MI) NORTHEAST OF KALISPELL, ON
 TN0428'THE PROPERTY OF THE GLACIER INTERNATIONAL AIRPORT AND IN THE
 TN0428'NORTHWEST ANGLE OF A JUNCTION OF TWO ROADS.
 TN0428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 93, IN
 TN0428'KALISPELL, GO EASTERLY ON HIGHWAY 2 FOR 3.22 KM (2.00 MI) TO THE
 TN0428'JUNCTION OF STATE HIGHWAY 35.  TURN LEFT AND GO NORTHERLY ON HIGHWAY
 TN0428'2 FOR 10.78 KM (6.70 MI) TO THE AIRPORT ROAD ON THE LEFT.  TURN LEFT
 TN0428'AND GO WEST ON THE AIRPORT ROAD FOR 0.32 KM (0.20 MI) TO THE TERMINAL
 TN0428'ENTRANCE ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 TN0428'THE STATION IS A SLEEVED STAINLESS STEEL ROD ENCASED IN A STANDARD NGS
 TN0428'LOGO CAP.  LOCATED 18.3 M (60.0 FT) EAST OF THE CONCRETE BASE OF A
 TN0428'LIGHT POLE, 10.7 M (35.1 FT) SOUTHWEST OF A CHAIN LINK FENCE CORNER,
 TN0428'4.25 M (13.94 FT) NORTHWEST OF THE NORTHEAST LEG OF AN INFORMATION
 TN0428'SIGN AND 0.45 M (1.48 FT) SOUTH OF A METAL WITNESS POST.
 TN0428
 TN0428                          STATION RECOVERY (1995)
 TN0428
 TN0428'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 TN0428'RECOVERED AS DESCRIBED.
 TN0428
 TN0428                          STATION RECOVERY (1996)
 TN0428
 TN0428'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TN0428'RECOVERED AS DESCRIBED.
 TN0428
 TN0428                          STATION RECOVERY (1997)
 TN0428
 TN0428'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TN0428'RECOVERED AS DESCRIBED.
 TN0428
 TN0428                          STATION RECOVERY (1999)
 TN0428
 TN0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 TN0428'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTHEAST OF KALISPELL,
 TN0428'AT THE GLACIER INTERNATIONAL AIRPORT, NORTH OF THE TERMINAL BUILDING,
 TN0428'JUST WEST OF THE ENTRANCE ROAD FOR GATE NUMBER 5 AND JUST NORTH OF THE
 TN0428'NORTH SIDE OF A CONCRETE TRIANGLE ISLAND ENCLOSING TWO FLAGPOLES.
 TN0428'OWNERSHIP--FLATHEAD AIRPORT AUTHORITY, 4170 HIGHWAY 2 EAST, KALISPELL
 TN0428'MT, PHONE 406-257-5954.  CONTACT MR. MONTE M. ELIASON, AIRPORT
 TN0428'MANAGER, ONE DAY IN ADVANCE BEFORE OCCUPYING THIS STATION.  TO REACH
 TN0428'THE STATION FROM THE JUNCTION OF US HIGHWAYS 2 AND 93 IN KALISPELL, GO
 TN0428'EASTERLY ON HIGHWAY 2 FOR 3.22 KM (2.00 MI) TO THE JUNCTION OF STATE
 TN0428'HIGHWAY 35.  TURN LEFT, NORTH AND CONTINUE AHEAD ON HIGHWAY 2 FOR 10.7
 TN0428'KM (6.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 TN0428'WEST ON THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE TERMINAL
 TN0428'ENTRANCE ROAD TURNING LEFT TO THE TERMINAL AND A DRIVE ON THE RIGHT
 TN0428'LEADING TO GATE NUMBER 5.  TURN RIGHT, NORTH, THEN IMMEDIATE LEFT,
 TN0428'WEST INTO AN EMPLOYEE PARKING LOT AND TO THE STATION IN THE CENTER OF
 TN0428'THE ENTRANCE DRIVE, UNDER A 0.6 M (2.0 FT) IRON MANHOLE COVER.
 TN0428'NOTE--CONTACT THE AIRPORT MANAGER AT THE ADMINISTRATIVE OFFICE IN THE
 TN0428'TERMINAL BUILDING AS MAINTENANCE MAY BE NEEDED TO LIFT THE MANHOLE
 TN0428'COVER.  A CLAW HAMMER OR PRY BAR IS NEEDED TO REMOVE THE COVER AND
 TN0428'SAFETY CONES WILL BE NEEDED.  THE STATION IS A PUNCH MARK ON THE TOP
 TN0428'OF A STAINLESS STEEL ROD ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO
 TN0428'CAP SURROUNDED BY CONCRETE RECESSED 20 CM BELOW THE ASPHALT SURFACE.
 TN0428'LOCATED 13.65 M (44.78 FT) NORTHEAST OF A STOP SIGN AT THE EMPLOYEE
 TN0428'PARKING LOT EXIT, 9.38 M (30.77 FT) SOUTHWEST OF THE METAL POLE
 TN0428'SUPPORTING THE SECURITY CARD SCANNER FOR GATE NUMBER 5 SURROUNDED BY
 TN0428'FOUR METAL POSTS FILLED WITH CONCRETE, 9.35 M (30.68 FT) NORTHWEST OF
 TN0428'A FLAG POLE AND 6.92 M (22.70 FT) SOUTH OF A METAL POST WITH SIGN
 TN0428'--EMPLOYEE PARKING ONLY-VIOLATORS SUBJECT TO TOW--.
 TN0428
 TN0428                          STATION RECOVERY (2001)
 TN0428
 TN0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 TN0428'RECOVERED AS DESCRIBED WITH THIS NOTE, BY R.G. HAYES
 TN0428' 
 TN0428'NOTE--THE CORRECT PHONE NUMBER IS 406-257-5994
 TN0428' 
 TN0428' 
 TN0428'
 TN0428
 TN0428                          STATION RECOVERY (2005)
 TN0428
 TN0428'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2005 (JWH)
 TN0428'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0736 ***********************************************************************
 RX0736  DESIGNATION -  A 508
 RX0736  PID         -  RX0736
 RX0736  STATE/COUNTY-  MT/POWELL
 RX0736  USGS QUAD   -  DUNKLEBERG CREEK (1996)
 RX0736
 RX0736                         *CURRENT SURVEY CONTROL
 RX0736  ___________________________________________________________________
 RX0736* NAD 83(1986)-  46 36 20.     (N)    113 00 05.     (W)     SCALED    
 RX0736* NAVD 88     -      1262.802  (meters)    4143.04   (feet)  ADJUSTED  
 RX0736  ___________________________________________________________________
 RX0736  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 RX0736  DYNAMIC HT  -        1262.523 (meters)    4142.13  (feet)  COMP
 RX0736  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 RX0736
 RX0736  VERT ORDER  -  FIRST     CLASS II
 RX0736
 RX0736.The horizontal coordinates were scaled from a topographic map and have
 RX0736.an estimated accuracy of +/- 6 seconds.
 RX0736
 RX0736.The orthometric height was determined by differential leveling
 RX0736.and adjusted by the National Geodetic Survey in June 1991..
 RX0736
 RX0736.The geoid height was determined by GEOID03.
 RX0736
 RX0736.The dynamic height is computed by dividing the NAVD 88
 RX0736.geopotential number by the normal gravity value computed on the
 RX0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0736.degrees latitude (g = 980.6199 gals.).
 RX0736
 RX0736.The modeled gravity was interpolated from observed gravity values.
 RX0736
 RX0736;                    North         East    Units  Estimated Accuracy
 RX0736;SPC MT       -   267,750.      331,990.      MT  (+/- 180 meters Scaled)
 RX0736
 RX0736                          SUPERSEDED SURVEY CONTROL
 RX0736
 RX0736.No superseded survey control is available for this station.
 RX0736
 RX0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS467632(NAD 83)
 RX0736_MARKER: DB = BENCH MARK DISK
 RX0736_SETTING: 66 = SET IN ROCK OUTCROP
 RX0736_SP_SET: ROCK OUTCROP
 RX0736_STAMPING: A 508 1979
 RX0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0736+STABILITY: POSITION/ELEVATION WELL
 RX0736
 RX0736  HISTORY     - Date     Condition        Report By
 RX0736  HISTORY     - 1979     MONUMENTED       NGS
 RX0736
 RX0736                          STATION DESCRIPTION
 RX0736
 RX0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0736'8.2 MI SE FROM DRUMMOND.
 RX0736'8.2 MILES SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILWAY FROM THE
 RX0736'STATION IN DRUMMOND, ALSO 8.9 MILES SOUTHEAST ALONG US HIGHWAY 90
 RX0736'FROM THE JUNCTION ON STATE HIGHWAY 10A IN DRUMMOND, 0.25 MILE EAST
 RX0736'OF THE JENS OVERPASS EXIT, SET IN THE TOP OF A ROCK
 RX0736'OUTCROP AT THE CENTER OF A LARGE HIGHWAY CUT, 45 FEET NORTH OF
 RX0736'THE HIGHWAY RIGHT-OF-WAY FENCE, 30 FEET NORTH OF THE CENTERLINE
 RX0736'OF THE GRAVEL FRONTAGE ROAD.
 RX0736'THE MARK IS 5 FT  S FROM A WITNESS POST.
 RX0736'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0724 ***********************************************************************
 RY0724  DESIGNATION -  A 509
 RY0724  PID         -  RY0724
 RY0724  STATE/COUNTY-  MT/MISSOULA
 RY0724  USGS QUAD   -  PETTY MOUNTAIN (1964)
 RY0724
 RY0724                         *CURRENT SURVEY CONTROL
 RY0724  ___________________________________________________________________
 RY0724* NAD 83(1986)-  46 59 37.     (N)    114 26 43.     (W)     SCALED    
 RY0724* NAVD 88     -       913.574  (meters)    2997.28   (feet)  ADJUSTED  
 RY0724  ___________________________________________________________________
 RY0724  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 RY0724  DYNAMIC HT  -         913.458 (meters)    2996.90  (feet)  COMP
 RY0724  MODELED GRAV-     980,457.1   (mgal)                       NAVD 88
 RY0724
 RY0724  VERT ORDER  -  FIRST     CLASS II
 RY0724
 RY0724.The horizontal coordinates were scaled from a topographic map and have
 RY0724.an estimated accuracy of +/- 6 seconds.
 RY0724
 RY0724.The orthometric height was determined by differential leveling
 RY0724.and adjusted by the National Geodetic Survey in June 1991..
 RY0724
 RY0724.The geoid height was determined by GEOID03.
 RY0724
 RY0724.The dynamic height is computed by dividing the NAVD 88
 RY0724.geopotential number by the normal gravity value computed on the
 RY0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0724.degrees latitude (g = 980.6199 gals.).
 RY0724
 RY0724.The modeled gravity was interpolated from observed gravity values.
 RY0724
 RY0724;                    North         East    Units  Estimated Accuracy
 RY0724;SPC MT       -   316,730.      224,320.      MT  (+/- 180 meters Scaled)
 RY0724
 RY0724                          SUPERSEDED SURVEY CONTROL
 RY0724
 RY0724.No superseded survey control is available for this station.
 RY0724
 RY0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN942076(NAD 83)
 RY0724_MARKER: I = METAL ROD
 RY0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RY0724_SP_SET: STAINLESS STEEL ROD
 RY0724_STAMPING: A 509 1980
 RY0724_PROJECTION: FLUSH
 RY0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0724_ROD/PIPE-DEPTH: 6.0  meters
 RY0724
 RY0724  HISTORY     - Date     Condition        Report By
 RY0724  HISTORY     - 1980     MONUMENTED       NGS
 RY0724
 RY0724                          STATION DESCRIPTION
 RY0724
 RY0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0724'5.6 KM SE FROM ALBERTON.
 RY0724'5.6 KILOMETERS (3.5 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 RY0724'THE RAILROAD STREET OVERPASS IN ALBERTON, 0.6 METER (1.8 FEET)
 RY0724'SOUTHEAST OF THE NORTHEAST ONE OF TWO SOUTHEAST PIERS FOR
 RY0724'A HIGHWAY BRIDGE OVER PETTY CREEK ROAD, 7.6 METERS (25.0 FEET)
 RY0724'SOUTHEAST OF THE CENTERLINE OF PETTY ROAD.
 RY0724'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 RY0724'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0240 ***********************************************************************
 TN0240  DESIGNATION -  A 51
 TN0240  PID         -  TN0240
 TN0240  STATE/COUNTY-  MT/LINCOLN
 TN0240  USGS QUAD   -  INCH MOUNTAIN (1983)
 TN0240
 TN0240                         *CURRENT SURVEY CONTROL
 TN0240  ___________________________________________________________________
 TN0240* NAD 83(1986)-  48 42 00.     (N)    115 18 46.     (W)     SCALED    
 TN0240* NAVD 88     -       682.508  (meters)    2239.20   (feet)  ADJUSTED  
 TN0240  ___________________________________________________________________
 TN0240  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 TN0240  DYNAMIC HT  -         682.537 (meters)    2239.29  (feet)  COMP
 TN0240  MODELED GRAV-     980,632.1   (mgal)                       NAVD 88
 TN0240
 TN0240  VERT ORDER  -  FIRST     CLASS II
 TN0240
 TN0240.The horizontal coordinates were scaled from a topographic map and have
 TN0240.an estimated accuracy of +/- 6 seconds.
 TN0240
 TN0240.The orthometric height was determined by differential leveling
 TN0240.and adjusted by the National Geodetic Survey in June 1991..
 TN0240
 TN0240.The geoid height was determined by GEOID03.
 TN0240
 TN0240.The dynamic height is computed by dividing the NAVD 88
 TN0240.geopotential number by the normal gravity value computed on the
 TN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0240.degrees latitude (g = 980.6199 gals.).
 TN0240
 TN0240.The modeled gravity was interpolated from observed gravity values.
 TN0240
 TN0240;                    North         East    Units  Estimated Accuracy
 TN0240;SPC MT       -   510,380.      172,590.      MT  (+/- 180 meters Scaled)
 TN0240
 TN0240                          SUPERSEDED SURVEY CONTROL
 TN0240
 TN0240  NGVD 29 (??/??/92)  681.306  (m)         2235.25   (f) ADJ UNCH    1 2
 TN0240
 TN0240.Superseded values are not recommended for survey control.
 TN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0240.See file dsdata.txt to determine how the superseded data were derived.
 TN0240
 TN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP241954(NAD 83)
 TN0240_MARKER: DB = BENCH MARK DISK
 TN0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0240_SP_SET: BRIDGE ABUTMENT
 TN0240_STAMPING: A 51 1933
 TN0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0240
 TN0240  HISTORY     - Date     Condition        Report By
 TN0240  HISTORY     - 1933     MONUMENTED       CGS
 TN0240  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0240
 TN0240                          STATION DESCRIPTION
 TN0240
 TN0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TN0240'7.7 MI N FROM URAL.
 TN0240'7.7 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM URAL, LINCOLN
 TN0240'COUNTY, 1/4 MILE NORTH OF MILEPOST 1295, 665 FEET NORTH OF SEMAPHORES
 TN0240'1294.7 AND 1294.8, AT CONCRETE BRIDGE NO. 11 (1928), AND IN THE TOP OF
 TN0240'THE SOUTHWEST CORNER OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED
 TN0240'A 51 1933.
 TN0240
 TN0240                          STATION RECOVERY (1979)
 TN0240
 TN0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0240'NOT RECOVERED ON THIS DATE.  THIS MARK WAS FLOODED BY LAKE KOOCANUSA,
 TN0240'CREATED BY THE CONSTRUCTION OF LIBBY DAM ON THE KOOTENAI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0879 ***********************************************************************
 SU0879  DESIGNATION -  A 510
 SU0879  PID         -  SU0879
 SU0879  STATE/COUNTY-  MT/SANDERS
 SU0879  USGS QUAD   -  TROUT CREEK (1983)
 SU0879
 SU0879                         *CURRENT SURVEY CONTROL
 SU0879  ___________________________________________________________________
 SU0879* NAD 83(1986)-  47 46 09.     (N)    115 30 31.     (W)     SCALED    
 SU0879* NAVD 88     -       780.138  (meters)    2559.50   (feet)  ADJUSTED  
 SU0879  ___________________________________________________________________
 SU0879  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 SU0879  DYNAMIC HT  -         780.134 (meters)    2559.49  (feet)  COMP
 SU0879  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 SU0879
 SU0879  VERT ORDER  -  FIRST     CLASS II
 SU0879
 SU0879.The horizontal coordinates were scaled from a topographic map and have
 SU0879.an estimated accuracy of +/- 6 seconds.
 SU0879
 SU0879.The orthometric height was determined by differential leveling
 SU0879.and adjusted by the National Geodetic Survey in June 1991..
 SU0879
 SU0879.The geoid height was determined by GEOID03.
 SU0879
 SU0879.The dynamic height is computed by dividing the NAVD 88
 SU0879.geopotential number by the normal gravity value computed on the
 SU0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0879.degrees latitude (g = 980.6199 gals.).
 SU0879
 SU0879.The modeled gravity was interpolated from observed gravity values.
 SU0879
 SU0879;                    North         East    Units  Estimated Accuracy
 SU0879;SPC MT       -   408,300.      150,280.      MT  (+/- 180 meters Scaled)
 SU0879
 SU0879                          SUPERSEDED SURVEY CONTROL
 SU0879
 SU0879.No superseded survey control is available for this station.
 SU0879
 SU0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN117917(NAD 83)
 SU0879_MARKER: I = METAL ROD
 SU0879_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0879_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0879_STAMPING: A 510 1980
 SU0879_PROJECTION: FLUSH
 SU0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0879+STABILITY: POSITION/ELEVATION WELL
 SU0879_ROD/PIPE-DEPTH: 12.2 meters
 SU0879_SLEEVE-DEPTH  : 8.2 meters
 SU0879
 SU0879  HISTORY     - Date     Condition        Report By
 SU0879  HISTORY     - 1980     MONUMENTED       NGS
 SU0879
 SU0879                          STATION DESCRIPTION
 SU0879
 SU0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0879'9.8 KM SE FROM TROUT CREEK.
 SU0879'9.8 KILOMETERS (6.1 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 SU0879'THE POST OFFICE IN TROUT CREEK, 0.4 KILOMETER (0.25 MILE) NORTHWEST
 SU0879'OF HIGHWAY MILEPOST 36, 30.7 METERS (101 FEET) SOUTHWEST OF THE
 SU0879'CENTERLINE OF THE HIGHWAY, 31.4 METERS (103 FEET) NORTHWEST OF THE
 SU0879'CENTERLINE OF THE ENTRANCE ROAD TO THE WHITE PINE CEMETARY, 6.5
 SU0879'METERS (21.4 FEET) NORTHEAST OF THE NORTH CORNER OF THE HEAD STONE
 SU0879'FOR GLADIS AND E. EDGAR TAYLOR, 5.9 METERS (19.4 FEET) SOUTHWEST
 SU0879'OF A POWER LINE POLE WITH A GUY WIRE AND TELEPHONE CABLE BOX NUMBER
 SU0879'80.37 ON ITS SOUTHWEST SIDE, 1.7 METERS (5.7 FEET) SOUTHEAST OF THE
 SU0879'NORTH CORNER POST FOR A CHAIN LINK FENCE AROUND THE CEMETARY, 0.7
 SU0879'METER (2.3 FEET) NORTHEAST OF THE FENCE LINE.
 SU0879'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0822 ***********************************************************************
 SU0822  DESIGNATION -  A 511
 SU0822  PID         -  SU0822
 SU0822  STATE/COUNTY-  MT/MINERAL
 SU0822  USGS QUAD   -  WILSON GULCH (1988)
 SU0822
 SU0822                         *CURRENT SURVEY CONTROL
 SU0822  ___________________________________________________________________
 SU0822* NAD 83(1986)-  47 14 11.     (N)    115 02 48.     (W)     SCALED    
 SU0822* NAVD 88     -       813.545  (meters)    2669.11   (feet)  ADJUSTED  
 SU0822  ___________________________________________________________________
 SU0822  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 SU0822  DYNAMIC HT  -         813.469 (meters)    2668.86  (feet)  COMP
 SU0822  MODELED GRAV-     980,493.8   (mgal)                       NAVD 88
 SU0822
 SU0822  VERT ORDER  -  FIRST     CLASS II
 SU0822
 SU0822.The horizontal coordinates were scaled from a topographic map and have
 SU0822.an estimated accuracy of +/- 6 seconds.
 SU0822
 SU0822.The orthometric height was determined by differential leveling
 SU0822.and adjusted by the National Geodetic Survey in June 1991..
 SU0822
 SU0822.The geoid height was determined by GEOID03.
 SU0822
 SU0822.The dynamic height is computed by dividing the NAVD 88
 SU0822.geopotential number by the normal gravity value computed on the
 SU0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0822.degrees latitude (g = 980.6199 gals.).
 SU0822
 SU0822.The modeled gravity was interpolated from observed gravity values.
 SU0822
 SU0822;                    North         East    Units  Estimated Accuracy
 SU0822;SPC MT       -   346,700.      180,610.      MT  (+/- 180 meters Scaled)
 SU0822
 SU0822                          SUPERSEDED SURVEY CONTROL
 SU0822
 SU0822.No superseded survey control is available for this station.
 SU0822
 SU0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN478332(NAD 83)
 SU0822_MARKER: I = METAL ROD
 SU0822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0822_SP_SET: STAINLESS STEEL ROD
 SU0822_STAMPING: A 511 1980
 SU0822_PROJECTION: FLUSH
 SU0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0822_ROD/PIPE-DEPTH: 5.5  meters
 SU0822
 SU0822  HISTORY     - Date     Condition        Report By
 SU0822  HISTORY     - 1980     MONUMENTED       NGS
 SU0822
 SU0822                          STATION DESCRIPTION
 SU0822
 SU0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0822'8.7 KM SE FROM ST REGIS.
 SU0822'8.7 KILOMETERS (5.4 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90
 SU0822'FROM THE POST OFFICE IN ST. REGIS, 0.3 KILOMETER (0.2 MILE) EAST OF
 SU0822'THE SOUTHEAST END OF A HIGHWAY BRIDGE OVER THE CHICAGO, MILWAUKEE,
 SU0822'ST. PAUL AND PACIFIC RAILWAY, AT THE EAST END OF A GRADE FOR THE
 SU0822'BRIDGE, 52.0 METERS (174 FEET) NORTHWEST OF THE NORTHWEST POLE
 SU0822'OF A WOODEN GATE ST THE ENTRANCE TO A RANCH, 48.4 METERS (158 FEET)
 SU0822'NORTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING TO THE RANCH, 34.3
 SU0822'METERS (112 FEET) WEST OF A WEST CORNER FENCE POST, 25.3 METERS
 SU0822'(83.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS
 SU0822'(36.0 FEET) SOUTHWEST OF A 30-INCH DIAMETER LONE DOUGLAS FIR, 0.55
 SU0822'METER (1.8 FEET) NORTH O F THE HIGHWAY RIGHT-OF-WAY FENCE.
 SU0822'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SU0822'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0368 ***********************************************************************
 TK0368  DESIGNATION -  A 512
 TK0368  PID         -  TK0368
 TK0368  STATE/COUNTY-  MT/BLAINE
 TK0368  USGS QUAD   -  COBURG (1964)
 TK0368
 TK0368                         *CURRENT SURVEY CONTROL
 TK0368  ___________________________________________________________________
 TK0368* NAD 83(1986)-  48 27 06.     (N)    108 27 10.     (W)     SCALED    
 TK0368* NAVD 88     -       702.162  (meters)    2303.68   (feet)  ADJUSTED  
 TK0368  ___________________________________________________________________
 TK0368  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TK0368  DYNAMIC HT  -         702.243 (meters)    2303.94  (feet)  COMP
 TK0368  MODELED GRAV-     980,703.3   (mgal)                       NAVD 88
 TK0368
 TK0368  VERT ORDER  -  FIRST     CLASS II
 TK0368
 TK0368.The horizontal coordinates were scaled from a topographic map and have
 TK0368.an estimated accuracy of +/- 6 seconds.
 TK0368
 TK0368.The orthometric height was determined by differential leveling
 TK0368.and adjusted by the National Geodetic Survey in June 1991..
 TK0368
 TK0368.The geoid height was determined by GEOID03.
 TK0368
 TK0368.The dynamic height is computed by dividing the NAVD 88
 TK0368.geopotential number by the normal gravity value computed on the
 TK0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0368.degrees latitude (g = 980.6199 gals.).
 TK0368
 TK0368.The modeled gravity was interpolated from observed gravity values.
 TK0368
 TK0368;                    North         East    Units  Estimated Accuracy
 TK0368;SPC MT       -   467,420.      677,440.      MT  (+/- 180 meters Scaled)
 TK0368
 TK0368                          SUPERSEDED SURVEY CONTROL
 TK0368
 TK0368.No superseded survey control is available for this station.
 TK0368
 TK0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU883696(NAD 83)
 TK0368_MARKER: DB = BENCH MARK DISK
 TK0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0368_SP_SET: STAINLESS STEEL ROD
 TK0368_STAMPING: A 512 1979
 TK0368_PROJECTION: FLUSH
 TK0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0368_ROD/PIPE-DEPTH: 7.62 meters
 TK0368
 TK0368  HISTORY     - Date     Condition        Report By
 TK0368  HISTORY     - 1979     MONUMENTED       NGS
 TK0368
 TK0368                          STATION DESCRIPTION
 TK0368
 TK0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0368'16.1 MI EAST FROM HARLEM.
 TK0368'16.1 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0368'STATION IN HARLEM, 50 FEET NORTH OF THE CENTER OF A DIRT ROAD, 41
 TK0368'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, AND 6.3 FEET WEST
 TK0368'OF A UTILITY POLE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH
 TK0368'SCREW PLUG.
 TK0368'THE MARK IS 1.7 FT  SE FROM A WITNESS POST.
 TK0368'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0386 ***********************************************************************
 TK0386  DESIGNATION -  A 513
 TK0386  PID         -  TK0386
 TK0386  STATE/COUNTY-  MT/PHILLIPS
 TK0386  USGS QUAD   -  WAGNER (1965)
 TK0386
 TK0386                         *CURRENT SURVEY CONTROL
 TK0386  ___________________________________________________________________
 TK0386* NAD 83(1999)-  48 22 17.85430(N)    108 06 12.93281(W)     ADJUSTED  
 TK0386* NAVD 88     -       690.874  (meters)    2266.64   (feet)  ADJUSTED  
 TK0386  ___________________________________________________________________
 TK0386  X           -  -1,319,188.636 (meters)                     COMP
 TK0386  Y           -  -4,035,205.917 (meters)                     COMP
 TK0386  Z           -   4,744,930.662 (meters)                     COMP
 TK0386  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TK0386  ELLIP HEIGHT-         674.16  (meters)          (04/26/01) GPS OBS
 TK0386  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TK0386  DYNAMIC HT  -         690.947 (meters)    2266.88  (feet)  COMP
 TK0386  MODELED GRAV-     980,695.1   (mgal)                       NAVD 88
 TK0386  OBS GRAVITY -     980,695.1   (mgal)                       GRAV_OBS
 TK0386
 TK0386  HORZ ORDER  -  B
 TK0386  VERT ORDER  -  FIRST     CLASS II
 TK0386  ELLP ORDER  -  FOURTH    CLASS I
 TK0386
 TK0386.The horizontal coordinates were established by GPS observations
 TK0386.and adjusted by the National Geodetic Survey in April 2001..
 TK0386.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TK0386.DATUM ITEM on the data sheet items page.
 TK0386
 TK0386.The orthometric height was determined by differential leveling
 TK0386.and adjusted by the National Geodetic Survey in June 1991..
 TK0386
 TK0386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0386
 TK0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0386
 TK0386.The ellipsoidal height was determined by GPS observations
 TK0386.and is referenced to NAD 83.
 TK0386
 TK0386.The geoid height was determined by GEOID03.
 TK0386
 TK0386.The dynamic height is computed by dividing the NAVD 88
 TK0386.geopotential number by the normal gravity value computed on the
 TK0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0386.degrees latitude (g = 980.6199 gals.).
 TK0386
 TK0386.The modeled gravity was interpolated from observed gravity values.
 TK0386.The observed gravity was obtained from relative gravimeter ties
 TK0386.to the IGSN71 gravity network.
 TK0386
 TK0386;                    North         East     Units Scale Factor Converg.
 TK0386;SPC MT       -   458,924.059   703,417.737   MT  0.99967540   +1 01 17.3
 TK0386;SPC MT       - 1,505,656.36  2,307,800.97   iFT  0.99967540   +1 01 17.3
 TK0386;UTM  12      - 5,361,660.301   714,492.056   MT  1.00016530   +2 09 56.9
 TK0386
 TK0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0386!SPC MT       -   0.99989435  x   0.99967540  =   0.99956979
 TK0386!UTM  12      -   0.99989435  x   1.00016530  =   1.00005964
 TK0386
 TK0386                          SUPERSEDED SURVEY CONTROL
 TK0386
 TK0386  NAD 83(1992)-  48 22 17.85337(N)    108 06 12.93204(W) AD(       ) B
 TK0386  ELLIP H (02/22/96)  674.27   (m)                       GP(       ) 4 1
 TK0386  NAVD 88 (02/22/96)  690.87   (m)         2266.6    (f) LEVELING    3  
 TK0386
 TK0386.Superseded values are not recommended for survey control.
 TK0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0386.See file dsdata.txt to determine how the superseded data were derived.
 TK0386
 TK0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU1449261660(NAD 83)
 TK0386_MARKER: I = METAL ROD
 TK0386_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TK0386_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TK0386_STAMPING: A 513 1979
 TK0386_MARK LOGO: NGS   
 TK0386_PROJECTION: FLUSH
 TK0386_MAGNETIC: I = MARKER IS A STEEL ROD
 TK0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0386+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1995
 TK0386_ROD/PIPE-DEPTH: 13.7 meters
 TK0386_SLEEVE-DEPTH  : 12.2 meters
 TK0386
 TK0386  HISTORY     - Date     Condition        Report By
 TK0386  HISTORY     - 1979     MONUMENTED       NGS
 TK0386  HISTORY     - 19950310 GOOD             MTDOT
 TK0386
 TK0386                          STATION DESCRIPTION
 TK0386
 TK0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0386'1.2 MI WEST FROM WAGNER.
 TK0386'1.2 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE MAIN ROAD
 TK0386'CROSSING IN WAGNER, 52.5 FEET NORTH OF THE NORTH RAIL, 39.2 FEET
 TK0386'SOUTH OF THE CENTER OF A DIRT ROAD, 6.6 FEET SOUTH OF UTILITY POLE
 TK0386'NUMBERED A 89, AND 5.8 FEET NORTH OF A FOUR STRAND BARBED WIRE FENCE.
 TK0386'NOTE=HIGH POINT IS 4 INCHES BELOW THE GROUND, ACCESS IS THROUGH A
 TK0386'5-INCH ALUMINUM LOGO CAP.  CLASS A MARK.
 TK0386'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 TK0386'THE MARK IS ABOVE LEVEL WITH THE ROAD SURFACE.
 TK0386
 TK0386                          STATION RECOVERY (1995)
 TK0386
 TK0386'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 TK0386'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 11.0
 TK0386'MI (17.70 KM) WEST OF MALTA, 1.2 MI (1.93 KM) WEST OF WAGNER, 0.5 MI
 TK0386'(0.80 KM) EAST OF RAILROAD MILE POST 354 AND ALONG THE TRACKS OF THE
 TK0386'BURLINGTON NORTHERN RAILROAD.  TO REACH FROM THE JUNCTION OF U.S.
 TK0386'HIGHWAYS 191 AND 2, IN MALTA, GO WESTERLY ON U.S.  HIGHWAY 2 FOR 8.75
 TK0386'MI (14.08 KM) TO HIGHWAY MILE POST 463.  CONTINUE WEST ON THE HIGHWAY
 TK0386'FOR 0.6 MI (0.97 KM) TO A GRAVEL CROSSROADS.  TURN LEFT AND GO SOUTH
 TK0386'ON THE WAGNER ROAD FOR 0.65 MI (1.05 KM) TO A T-JUNCTION IN THE
 TK0386'COMMUNITY OF WAGNER.  TURN RIGHT AND GO WEST ON THE GRAVEL ROAD, ALONG
 TK0386'THE NORTH SIDE OF THE RAILROAD TRACKS, PASSING A POWER SUB STATION,
 TK0386'FOR 0.55 MI (0.89 KM) TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND
 TK0386'CONTINUE WEST ON THE GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO THE STATION
 TK0386'ON THE LEFT.  THE STATION IS 52.2 FT (15.91 M) NORTH OF THE NORTH
 TK0386'RAIL, 39.2 FT (11.95 M) SOUTH OF THE CENTER OF THE DIRT ROAD, 6.6 FT
 TK0386'(2.01 M) SOUTH OF AN OLD TELEPHONE POLE, 5.8 FT (1.77 M) NORTH OF A
 TK0386'FENCE AND 1.6 FT (0.49 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0492 ***********************************************************************
 TL0492  DESIGNATION -  A 514
 TL0492  PID         -  TL0492
 TL0492  STATE/COUNTY-  MT/HILL
 TL0492  USGS QUAD   -  SAGE LAKE (1969)
 TL0492
 TL0492                         *CURRENT SURVEY CONTROL
 TL0492  ___________________________________________________________________
 TL0492* NAD 83(1986)-  48 34 39.     (N)    110 08 57.     (W)     SCALED    
 TL0492* NAVD 88     -       884.574  (meters)    2902.14   (feet)  ADJUSTED  
 TL0492  ___________________________________________________________________
 TL0492  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TL0492  DYNAMIC HT  -         884.658 (meters)    2902.42  (feet)  COMP
 TL0492  MODELED GRAV-     980,674.8   (mgal)                       NAVD 88
 TL0492
 TL0492  VERT ORDER  -  FIRST     CLASS II
 TL0492
 TL0492.The horizontal coordinates were scaled from a topographic map and have
 TL0492.an estimated accuracy of +/- 6 seconds.
 TL0492
 TL0492.The orthometric height was determined by differential leveling
 TL0492.and adjusted by the National Geodetic Survey in June 1991..
 TL0492
 TL0492.The geoid height was determined by GEOID03.
 TL0492
 TL0492.The dynamic height is computed by dividing the NAVD 88
 TL0492.geopotential number by the normal gravity value computed on the
 TL0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0492.degrees latitude (g = 980.6199 gals.).
 TL0492
 TL0492.The modeled gravity was interpolated from observed gravity values.
 TL0492
 TL0492;                    North         East    Units  Estimated Accuracy
 TL0492;SPC MT       -   481,090.      552,110.      MT  (+/- 180 meters Scaled)
 TL0492
 TL0492                          SUPERSEDED SURVEY CONTROL
 TL0492
 TL0492.No superseded survey control is available for this station.
 TL0492
 TL0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU627808(NAD 83)
 TL0492_MARKER: DB = BENCH MARK DISK
 TL0492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0492_SP_SET: STAINLESS STEEL ROD
 TL0492_STAMPING: A 514 1979
 TL0492_PROJECTION: FLUSH
 TL0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0492_ROD/PIPE-DEPTH: 6.71 meters
 TL0492
 TL0492  HISTORY     - Date     Condition        Report By
 TL0492  HISTORY     - 1979     MONUMENTED       NGS
 TL0492
 TL0492                          STATION DESCRIPTION
 TL0492
 TL0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0492'2.9 MI WEST FROM KREMLIN.
 TL0492'2.95 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TL0492'KREMLIN, 112.3 FEET SOUTH AND ACROSS THE TRACKS FROM MILE POST 983,
 TL0492'95.8 FEET SOUTH OF THE SOUTH RAIL, 35.2 FEET SOUTH OF THE CENTER OF A
 TL0492'TRACK ROAD, AND 1.7 FEET NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED
 TL0492'AT 22 FEET, ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0492'THE MARK IS 3 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0340 ***********************************************************************
 TK0340  DESIGNATION -  A 515
 TK0340  PID         -  TK0340
 TK0340  STATE/COUNTY-  MT/BLAINE
 TK0340  USGS QUAD   -  CHINOOK (1964)
 TK0340
 TK0340                         *CURRENT SURVEY CONTROL
 TK0340  ___________________________________________________________________
 TK0340* NAD 83(1986)-  48 35 24.     (N)    109 10 03.     (W)     SCALED    
 TK0340* NAVD 88     -       730.457  (meters)    2396.51   (feet)  ADJUSTED  
 TK0340  ___________________________________________________________________
 TK0340  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TK0340  DYNAMIC HT  -         730.534 (meters)    2396.76  (feet)  COMP
 TK0340  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 TK0340
 TK0340  VERT ORDER  -  FIRST     CLASS II
 TK0340
 TK0340.The horizontal coordinates were scaled from a topographic map and have
 TK0340.an estimated accuracy of +/- 6 seconds.
 TK0340
 TK0340.The orthometric height was determined by differential leveling
 TK0340.and adjusted by the National Geodetic Survey in June 1991..
 TK0340
 TK0340.The geoid height was determined by GEOID03.
 TK0340
 TK0340.The dynamic height is computed by dividing the NAVD 88
 TK0340.geopotential number by the normal gravity value computed on the
 TK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0340.degrees latitude (g = 980.6199 gals.).
 TK0340
 TK0340.The modeled gravity was interpolated from observed gravity values.
 TK0340
 TK0340;                    North         East    Units  Estimated Accuracy
 TK0340;SPC MT       -   482,330.      624,520.      MT  (+/- 180 meters Scaled)
 TK0340
 TK0340                          SUPERSEDED SURVEY CONTROL
 TK0340
 TK0340.No superseded survey control is available for this station.
 TK0340
 TK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU351835(NAD 83)
 TK0340_MARKER: DB = BENCH MARK DISK
 TK0340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0340_SP_SET: STAINLESS STEEL ROD
 TK0340_STAMPING: A 515 1979
 TK0340_PROJECTION: FLUSH
 TK0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0340_ROD/PIPE-DEPTH: 7.62 meters
 TK0340
 TK0340  HISTORY     - Date     Condition        Report By
 TK0340  HISTORY     - 1979     MONUMENTED       NGS
 TK0340  HISTORY     - 1982     GOOD             NGS
 TK0340
 TK0340                          STATION DESCRIPTION
 TK0340
 TK0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0340'2.9 MI EAST FROM CHINOOK.
 TK0340'2.95 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0340'STATION IN CHINOOK, 120 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 TK0340'BRIDGE, 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF RAILROAD BRIDGE
 TK0340'NUMBER 405.8, 68 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 2, 58 FEET
 TK0340'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, AND 12 FEET WEST OF A
 TK0340'UTILITY POLE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0340'THE MARK IS 1.5 FT  SE FROM A WITNESS POST.
 TK0340'THE MARK IS 3 FT BELOW THE ROAD SURFACE.
 TK0340
 TK0340                          STATION RECOVERY (1982)
 TK0340
 TK0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0709 ***********************************************************************
 TN0709  DESIGNATION -  A 516
 TN0709  PID         -  TN0709
 TN0709  STATE/COUNTY-  MT/LINCOLN
 TN0709  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0709
 TN0709                         *CURRENT SURVEY CONTROL
 TN0709  ___________________________________________________________________
 TN0709* NAD 83(1986)-  48 27 07.     (N)    115 46 16.     (W)     SCALED    
 TN0709* NAVD 88     -       629.899  (meters)    2066.59   (feet)  ADJUSTED  
 TN0709  ___________________________________________________________________
 TN0709  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TN0709  DYNAMIC HT  -         629.934 (meters)    2066.71  (feet)  COMP
 TN0709  MODELED GRAV-     980,646.7   (mgal)                       NAVD 88
 TN0709
 TN0709  VERT ORDER  -  FIRST     CLASS II
 TN0709
 TN0709.The horizontal coordinates were scaled from a topographic map and have
 TN0709.an estimated accuracy of +/- 6 seconds.
 TN0709
 TN0709.The orthometric height was determined by differential leveling
 TN0709.and adjusted by the National Geodetic Survey in June 1991..
 TN0709
 TN0709.The geoid height was determined by GEOID03.
 TN0709
 TN0709.The dynamic height is computed by dividing the NAVD 88
 TN0709.geopotential number by the normal gravity value computed on the
 TN0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0709.degrees latitude (g = 980.6199 gals.).
 TN0709
 TN0709.The modeled gravity was interpolated from observed gravity values.
 TN0709
 TN0709;                    North         East    Units  Estimated Accuracy
 TN0709;SPC MT       -   485,490.      136,750.      MT  (+/- 180 meters Scaled)
 TN0709
 TN0709                          SUPERSEDED SURVEY CONTROL
 TN0709
 TN0709.No superseded survey control is available for this station.
 TN0709
 TN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP908672(NAD 83)
 TN0709_MARKER: DB = BENCH MARK DISK
 TN0709_SETTING: 66 = SET IN ROCK OUTCROP
 TN0709_SP_SET: ROCK OUTCROP
 TN0709_STAMPING: A 516 1980
 TN0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0709+STABILITY: POSITION/ELEVATION WELL
 TN0709
 TN0709  HISTORY     - Date     Condition        Report By
 TN0709  HISTORY     - 1980     MONUMENTED       NGS
 TN0709
 TN0709                          STATION DESCRIPTION
 TN0709
 TN0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0709'11.3 KM SE FROM TROY.
 TN0709'11.3 KILOMETERS (7.0 MILES) SOUTHEAST ALONG US HIGHWAY 2 FROM THE
 TN0709'HIGH SCHOOL IN TROY, 0.1 KILOMETERS (0.05 MILE) WEST OF HIGHWAY
 TN0709'MILEPOST 21, SET IN TOP OF A LEDGE AT A PONT OF OUTCROP PROJECTING
 TN0709'TOWARD THE HIGHWAY, 38.1 METERS (125 FEET) SOUTHWEST AND ACROSS
 TN0709'THE HIGHWAY FROM THE NORTHEAST END OF A STEEL GUARD RAIL, 23.9
 TN0709'METERS (78.4 FEET) SOUTHEAST AND ACROSS THE HIGHWAY FROM A POWER
 TN0709'LINEPOLE WITH A SINGLE GUY WIRE, 6.4 METER (21.0 FEET) SOUTH OF THE
 TN0709'CENTERLINE OF THE HIGHWAY, 0.9 METER (3.0 FEET) SOUTH OF THE POINT
 TN0709'OF THE LEDGE.
 TN0709'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 TN0709'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0892 ***********************************************************************
 SU0892  DESIGNATION -  A 518
 SU0892  PID         -  SU0892
 SU0892  STATE/COUNTY-  MT/SANDERS
 SU0892  USGS QUAD   -  NOXON RAPIDS DAM (1983)
 SU0892
 SU0892                         *CURRENT SURVEY CONTROL
 SU0892  ___________________________________________________________________
 SU0892* NAD 83(1986)-  47 57 47.     (N)    115 42 55.     (W)     SCALED    
 SU0892* NAVD 88     -       731.180  (meters)    2398.88   (feet)  ADJUSTED  
 SU0892  ___________________________________________________________________
 SU0892  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 SU0892  DYNAMIC HT  -         731.191 (meters)    2398.92  (feet)  COMP
 SU0892  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 SU0892
 SU0892  VERT ORDER  -  FIRST     CLASS II
 SU0892
 SU0892.The horizontal coordinates were scaled from a topographic map and have
 SU0892.an estimated accuracy of +/- 6 seconds.
 SU0892
 SU0892.The orthometric height was determined by differential leveling
 SU0892.and adjusted by the National Geodetic Survey in June 1991..
 SU0892
 SU0892.The geoid height was determined by GEOID03.
 SU0892
 SU0892.The dynamic height is computed by dividing the NAVD 88
 SU0892.geopotential number by the normal gravity value computed on the
 SU0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0892.degrees latitude (g = 980.6199 gals.).
 SU0892
 SU0892.The modeled gravity was interpolated from observed gravity values.
 SU0892
 SU0892;                    North         East    Units  Estimated Accuracy
 SU0892;SPC MT       -   430,990.      136,560.      MT  (+/- 180 meters Scaled)
 SU0892
 SU0892                          SUPERSEDED SURVEY CONTROL
 SU0892
 SU0892.No superseded survey control is available for this station.
 SU0892
 SU0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP959129(NAD 83)
 SU0892_MARKER: I = METAL ROD
 SU0892_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0892_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0892_STAMPING: A 518 1980
 SU0892_PROJECTION: FLUSH
 SU0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0892+STABILITY: POSITION/ELEVATION WELL
 SU0892_ROD/PIPE-DEPTH: 12.2 meters
 SU0892_SLEEVE-DEPTH  : 9.1 meters
 SU0892
 SU0892  HISTORY     - Date     Condition        Report By
 SU0892  HISTORY     - 1980     MONUMENTED       NGS
 SU0892  HISTORY     - 20011022 GOOD             JCLS
 SU0892
 SU0892                          STATION DESCRIPTION
 SU0892
 SU0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0892'18.2 KM NW FROM TROUT CREEK.
 SU0892'18.2 KILOMETERS (11.35 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0892'THE POST OFFICE IN TROUT CREEK, 0.5 KILOMETER (0.3 MILE) NORTHWEST
 SU0892'OF HIGHWAY MILEPOST 19, 0.4 KILOMETER (0.25 MILE) SOUTHEAST OF THE
 SU0892'INTERSECTION OF MCKAY CREEK ROAD, AT THE NORTHWEST END OF A CUTBANK
 SU0892'FOR THE OLD HIGHWAY, 84.6 METERS (278 FEET) NORTH OF A POWER LINE
 SU0892'CROSSING THE HIGHWAY, 24.7 METERS (81.0 FEET) NORTHEAST OF THE
 SU0892'CENTERLINE OF THE HIGHWAY, 16,7 METERS (54.8 FEET) EAST OF THE TOP
 SU0892'CENTER OF THE NORTHWEST END OF A 30-INCH DIAMETER STEEL PIPE CULVERT
 SU0892'UNDER THE OLD ROAD GRADE, 10.25 METERS (33.6 FEET) SOUTHEAST OF THE
 SU0892'CENTERLINE OF A TRACK ROAD LEADING NORTHEAST, 7.4 METERS (24.3 FEET)
 SU0892'SOUTHWEST AND 1.8 METERS (6.0 FEET) BELOW THE BASE OF A 36-INCH
 SU0892'DIAMETER PONDEROSA PINE TREE.
 SU0892'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SU0892'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SU0892
 SU0892                          STATION RECOVERY (2001)
 SU0892
 SU0892'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 SU0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0115 ***********************************************************************
 TN0115  DESIGNATION -  A 52
 TN0115  PID         -  TN0115
 TN0115  STATE/COUNTY-  MT/FLATHEAD
 TN0115  USGS QUAD   -  BEAVER LAKE (1994)
 TN0115
 TN0115                         *CURRENT SURVEY CONTROL
 TN0115  ___________________________________________________________________
 TN0115* NAD 83(1986)-  48 28 10.     (N)    114 24 43.     (W)     SCALED    
 TN0115* NAVD 88     -       940.590  (meters)    3085.92   (feet)  POSTED    
 TN0115  ___________________________________________________________________
 TN0115  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 TN0115  DYNAMIC HT  -         940.600 (meters)    3085.95  (feet)  COMP
 TN0115  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 TN0115
 TN0115  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TN0115
 TN0115.The horizontal coordinates were scaled from a topographic map and have
 TN0115.an estimated accuracy of +/- 6 seconds.
 TN0115
 TN0115.The orthometric height was determined by differential leveling
 TN0115.and adjusted by the National Geodetic Survey in 1992..
 TN0115.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TN0115.rate of 1.1 thru 2.0 mm/km.
 TN0115
 TN0115.The geoid height was determined by GEOID03.
 TN0115
 TN0115.The dynamic height is computed by dividing the NAVD 88
 TN0115.geopotential number by the normal gravity value computed on the
 TN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0115.degrees latitude (g = 980.6199 gals.).
 TN0115
 TN0115.The modeled gravity was interpolated from observed gravity values.
 TN0115
 TN0115;                    North         East    Units  Estimated Accuracy
 TN0115;SPC MT       -   480,260.      237,120.      MT  (+/- 180 meters Scaled)
 TN0115
 TN0115                          SUPERSEDED SURVEY CONTROL
 TN0115
 TN0115  NGVD 29 (??/??/92)  939.408  (m)         3082.04   (f) ADJ UNCH    1 2
 TN0115
 TN0115.Superseded values are not recommended for survey control.
 TN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0115.See file dsdata.txt to determine how the superseded data were derived.
 TN0115
 TN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP912717(NAD 83)
 TN0115_MARKER: DB = BENCH MARK DISK
 TN0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0115_SP_SET: CONCRETE BASE
 TN0115_STAMPING: A 52 1933
 TN0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0115
 TN0115  HISTORY     - Date     Condition        Report By
 TN0115  HISTORY     - 1933     MONUMENTED       CGS
 TN0115  HISTORY     - 1946     GOOD             NGS
 TN0115
 TN0115                          STATION DESCRIPTION
 TN0115
 TN0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0115'6.2 MI NW FROM WHITEFISH.
 TN0115'6.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0115'AT WHITEFISH, FLATHEAD COUNTY, AT VISTA SIDING, 156 FEET WEST OF THE
 TN0115'WEST END OF THE SIDETRACK, 25 FEET SOUTH OF THE SOUTH RAIL, AT
 TN0115'SEMAPHORE 1225.4, AND IN THE TOP OF THE NORTHWEST CORNER OF THE
 TN0115'CONCRETE BASE.  A STANDARD DISK, STAMPED A 52 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0846 ***********************************************************************
 SU0846  DESIGNATION -  A 520
 SU0846  PID         -  SU0846
 SU0846  STATE/COUNTY-  MT/SANDERS
 SU0846  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0846
 SU0846                         *CURRENT SURVEY CONTROL
 SU0846  ___________________________________________________________________
 SU0846* NAD 83(1986)-  47 18 14.     (N)    114 49 23.     (W)     SCALED    
 SU0846* NAVD 88     -       770.834  (meters)    2528.98   (feet)  ADJUSTED  
 SU0846  ___________________________________________________________________
 SU0846  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SU0846  DYNAMIC HT  -         770.786 (meters)    2528.82  (feet)  COMP
 SU0846  MODELED GRAV-     980,525.7   (mgal)                       NAVD 88
 SU0846
 SU0846  VERT ORDER  -  FIRST     CLASS II
 SU0846
 SU0846.The horizontal coordinates were scaled from a topographic map and have
 SU0846.an estimated accuracy of +/- 6 seconds.
 SU0846
 SU0846.The orthometric height was determined by differential leveling
 SU0846.and adjusted by the National Geodetic Survey in June 1991..
 SU0846
 SU0846.The geoid height was determined by GEOID03.
 SU0846
 SU0846.The dynamic height is computed by dividing the NAVD 88
 SU0846.geopotential number by the normal gravity value computed on the
 SU0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0846.degrees latitude (g = 980.6199 gals.).
 SU0846
 SU0846.The modeled gravity was interpolated from observed gravity values.
 SU0846
 SU0846;                    North         East    Units  Estimated Accuracy
 SU0846;SPC MT       -   353,010.      198,000.      MT  (+/- 180 meters Scaled)
 SU0846
 SU0846                          SUPERSEDED SURVEY CONTROL
 SU0846
 SU0846.No superseded survey control is available for this station.
 SU0846
 SU0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN645412(NAD 83)
 SU0846_MARKER: I = METAL ROD
 SU0846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0846_SP_SET: STAINLESS STEEL ROD
 SU0846_STAMPING: A 520 1980
 SU0846_PROJECTION: FLUSH
 SU0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0846_ROD/PIPE-DEPTH: 4.25 meters
 SU0846
 SU0846  HISTORY     - Date     Condition        Report By
 SU0846  HISTORY     - 1980     MONUMENTED       NGS
 SU0846
 SU0846                          STATION DESCRIPTION
 SU0846
 SU0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0846'13.2 KM SOUTH FROM PARADISE.
 SU0846'4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 (US
 SU0846'HIGHWAY 10A) FROM THE BURLINGTON NORTHERN RAILWAY STATION IN
 SU0846'PARADISE, THENCE 8.4 KILOMETERS (5.2 MILES) SOUTHWEST ALONG STATE
 SU0846'HIGHWAY 135, 1.0 KILOMETER (0.65 MILE) SOUTHEAST OF BENCH MARK Z 511,
 SU0846'0.7 KILOMETER (0.45 MILE) SOUTHEAST OF HIGHWAY MILEPOST 16, 68.9
 SU0846'METERS (226 FEET) SOUTHEAST OF THE CENTERLINE OF THE EXIT TO THE
 SU0846'CASCADE CAMPGROUND, 40.7 METERS (134 FEET) NORTHWEST OF THE TOP CENTER
 SU0846'OF THE SOUTHWEST END OF A 48-INCH DIAMETER STEEL PIPE CULVERT UNDER
 SU0846'THE HIGHWAY, 17.9 METERS (58.7 FEET) NORTHEAST OF THE CENTERLINE
 SU0846'OF THE HIGHWAY, 6.6 METERS (21.6 FEET) SOUTHEAST OF A 36-INCH DIAMETER
 SU0846'LARCH TREE, 4.7 METERS (15.5 FEET) NORTHEAST OF A 24 INCH PONDEROSA
 SU0846'PINE TREE, 4.2 METERS (13.8 FEET) NORTHWEST OF A 10-INCH DIAMETER
 SU0846'DOUGLAS FIR TREE.
 SU0846'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SU0846'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0871 ***********************************************************************
 SU0871  DESIGNATION -  A 521
 SU0871  PID         -  SU0871
 SU0871  STATE/COUNTY-  MT/SANDERS
 SU0871  USGS QUAD   -  BELKNAP (1988)
 SU0871
 SU0871                         *CURRENT SURVEY CONTROL
 SU0871  ___________________________________________________________________
 SU0871* NAD 83(1986)-  47 40 57.     (N)    115 25 13.     (W)     SCALED    
 SU0871* NAVD 88     -       750.044  (meters)    2460.77   (feet)  ADJUSTED  
 SU0871  ___________________________________________________________________
 SU0871  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 SU0871  DYNAMIC HT  -         750.026 (meters)    2460.71  (feet)  COMP
 SU0871  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 SU0871
 SU0871  VERT ORDER  -  FIRST     CLASS II
 SU0871
 SU0871.The horizontal coordinates were scaled from a topographic map and have
 SU0871.an estimated accuracy of +/- 6 seconds.
 SU0871
 SU0871.The orthometric height was determined by differential leveling
 SU0871.and adjusted by the National Geodetic Survey in June 1991..
 SU0871
 SU0871.The geoid height was determined by GEOID03.
 SU0871
 SU0871.The dynamic height is computed by dividing the NAVD 88
 SU0871.geopotential number by the normal gravity value computed on the
 SU0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0871.degrees latitude (g = 980.6199 gals.).
 SU0871
 SU0871.The modeled gravity was interpolated from observed gravity values.
 SU0871
 SU0871;                    North         East    Units  Estimated Accuracy
 SU0871;SPC MT       -   398,190.      156,160.      MT  (+/- 180 meters Scaled)
 SU0871
 SU0871                          SUPERSEDED SURVEY CONTROL
 SU0871
 SU0871.No superseded survey control is available for this station.
 SU0871
 SU0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN185822(NAD 83)
 SU0871_MARKER: DB = BENCH MARK DISK
 SU0871_SETTING: 66 = SET IN ROCK OUTCROP
 SU0871_SP_SET: ROCK OUTCROP
 SU0871_STAMPING: A 521 1980
 SU0871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0871+STABILITY: POSITION/ELEVATION WELL
 SU0871
 SU0871  HISTORY     - Date     Condition        Report By
 SU0871  HISTORY     - 1980     MONUMENTED       NGS
 SU0871
 SU0871                          STATION DESCRIPTION
 SU0871
 SU0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0871'12.5 KM NW FROM THOMPSON FALLS.
 SU0871'12.5 KILOMETERS (7.75 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0871'THE BURLINGTON NORTHERN RAILWAY STATION IN THOMPSON FALLS, 0.2
 SU0871'KILOMETER (0.1 MILE) SOUTHEAST OF HIGHWAY MILEPOST 43, 0.1 KILOMETER
 SU0871'(0.05 MILE) NORTHWEST OF THE NORTHWEST END OF A HIGHWAY CURVE, SET IN
 SU0871'TOP OF A ROCK OUTCROP ON TOP OF A KNOLL AT THE NORTHWEST END OF A
 SU0871'HIGHWAY CUT, 23.2 METERS (76.0 FEET) NORTHEAST AND 4.6 METERS (15.0
 SU0871'FEET) ABOVE THE CENTERLINE OF THE HIGHWAY, 63.6 METERS (209 FEET)
 SU0871'EAST ACROSS THE HIGHWAY FROM A EAST CORNER-POST IN THE HIGHWAY
 SU0871'RIGHT-OF-WAY FENCE, 48.9 METERS (160 FEET) NORTHEAST ACROSS THE
 SU0871'HIGHWAY FROM A 10-INCH DIAMETER LONE PONDEROSA PINE, 8.0 METERS
 SU0871'(26.3 FEET) NORTHWEST OF A 3-INCH DIAMETER LONE DOUGLAS FIR TREE.
 SU0871'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 SU0871'THE MARK IS 1.3 M BELOW THE TOP OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0607 ***********************************************************************
 TN0607  DESIGNATION -  A 522
 TN0607  PID         -  TN0607
 TN0607  STATE/COUNTY-  MT/SANDERS
 TN0607  USGS QUAD   -  HERON (1983)
 TN0607
 TN0607                         *CURRENT SURVEY CONTROL
 TN0607  ___________________________________________________________________
 TN0607* NAD 83(1986)-  48 04 01.     (N)    115 54 54.     (W)     SCALED    
 TN0607* NAVD 88     -       676.808  (meters)    2220.49   (feet)  ADJUSTED  
 TN0607  ___________________________________________________________________
 TN0607  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TN0607  DYNAMIC HT  -         676.829 (meters)    2220.56  (feet)  COMP
 TN0607  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 TN0607
 TN0607  VERT ORDER  -  FIRST     CLASS II
 TN0607
 TN0607.The horizontal coordinates were scaled from a topographic map and have
 TN0607.an estimated accuracy of +/- 6 seconds.
 TN0607
 TN0607.The orthometric height was determined by differential leveling
 TN0607.and adjusted by the National Geodetic Survey in June 1991..
 TN0607
 TN0607.The geoid height was determined by GEOID03.
 TN0607
 TN0607.The dynamic height is computed by dividing the NAVD 88
 TN0607.geopotential number by the normal gravity value computed on the
 TN0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0607.degrees latitude (g = 980.6199 gals.).
 TN0607
 TN0607.The modeled gravity was interpolated from observed gravity values.
 TN0607
 TN0607;                    North         East    Units  Estimated Accuracy
 TN0607;SPC MT       -   443,700.      122,640.      MT  (+/- 180 meters Scaled)
 TN0607
 TN0607                          SUPERSEDED SURVEY CONTROL
 TN0607
 TN0607.No superseded survey control is available for this station.
 TN0607
 TN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP808243(NAD 83)
 TN0607_MARKER: DB = BENCH MARK DISK
 TN0607_SETTING: 66 = SET IN ROCK OUTCROP
 TN0607_SP_SET: ROCK OUTCROP
 TN0607_STAMPING: A 522 1980
 TN0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0607+STABILITY: POSITION/ELEVATION WELL
 TN0607
 TN0607  HISTORY     - Date     Condition        Report By
 TN0607  HISTORY     - 1980     MONUMENTED       NGS
 TN0607
 TN0607                          STATION DESCRIPTION
 TN0607
 TN0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0607'24.0 KM SE FROM CLARK FORK.
 TN0607'24.0 KILOMETERS (14.9 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TN0607'THE PUBLIC SCHOOL IN CLARK FORK, 0.55 KILOMETER (0.35 MILE)
 TN0607'NORTHWEST OF HIGHWAY MILEPOST 7, SET IN TOP OF A SLOPING SURFACE AT
 TN0607'THE WEST POINT IN A MASSIVE ROCK OUTCROPING, 110 PACES NORTHWEST OF
 TN0607'THE SOUTHEAST END OF A HIGHWAY CURVE, 13.7 METERS (45.0 FEET)
 TN0607'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.6 METERS (93.8 FEET)
 TN0607'SOUTHEAST OF THE SOUTHEAST END OF A BEDROCK HIGHWAY CUT, 23.65 METERS
 TN0607'(77.6 FEET) NORTHWEST OF POWER LINE POLE NUMBER CG 95 WITH ONE GUY
 TN0607'WIRE, 0.55 METER (1.8 FEET) WEST AND 0.5 METER (1.5 FEET) BELOW THE
 TN0607'BASE OF A 10-INCH DIAMETER TREE STRUMP PROJECTING FROM THE OUTCROP.
 TN0607'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 TN0607'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0824 ***********************************************************************
 RY0824  DESIGNATION -  A 523
 RY0824  PID         -  RY0824
 RY0824  STATE/COUNTY-  MT/MISSOULA
 RY0824  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0824
 RY0824                         *CURRENT SURVEY CONTROL
 RY0824  ___________________________________________________________________
 RY0824* NAD 83(1986)-  46 44 14.     (N)    114 31 48.     (W)     SCALED    
 RY0824* NAVD 88     -      1251.186  (meters)    4104.93   (feet)  ADJUSTED  
 RY0824  ___________________________________________________________________
 RY0824  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 RY0824  DYNAMIC HT  -        1250.921 (meters)    4104.06  (feet)  COMP
 RY0824  MODELED GRAV-     980,358.9   (mgal)                       NAVD 88
 RY0824
 RY0824  VERT ORDER  -  FIRST     CLASS II
 RY0824
 RY0824.The horizontal coordinates were scaled from a topographic map and have
 RY0824.an estimated accuracy of +/- 6 seconds.
 RY0824
 RY0824.The orthometric height was determined by differential leveling
 RY0824.and adjusted by the National Geodetic Survey in June 1991..
 RY0824
 RY0824.The geoid height was determined by GEOID03.
 RY0824
 RY0824.The dynamic height is computed by dividing the NAVD 88
 RY0824.geopotential number by the normal gravity value computed on the
 RY0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0824.degrees latitude (g = 980.6199 gals.).
 RY0824
 RY0824.The modeled gravity was interpolated from observed gravity values.
 RY0824
 RY0824;                    North         East    Units  Estimated Accuracy
 RY0824;SPC MT       -   288,720.      216,060.      MT  (+/- 180 meters Scaled)
 RY0824
 RY0824                          SUPERSEDED SURVEY CONTROL
 RY0824
 RY0824.No superseded survey control is available for this station.
 RY0824
 RY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM886789(NAD 83)
 RY0824_MARKER: DB = BENCH MARK DISK
 RY0824_SETTING: 66 = SET IN ROCK OUTCROP
 RY0824_SP_SET: ROCK OUTCROP
 RY0824_STAMPING: A 523 1980
 RY0824_MARK LOGO: NGS   
 RY0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0824+STABILITY: POSITION/ELEVATION WELL
 RY0824
 RY0824  HISTORY     - Date     Condition        Report By
 RY0824  HISTORY     - 1980     MONUMENTED       NGS
 RY0824
 RY0824                          STATION DESCRIPTION
 RY0824
 RY0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0824'1.8 KM (1.1 MI) NE FROM LOLO HOT SPRINGS.
 RY0824'1.8 KILOMETERS (1.1 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0824'THE OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.55 KILOMETER
 RY0824'(0.35 MILE) NORTHEAST OF HIGHWAY MILEPOST 8, SET VERTICALLY IN THE
 RY0824'SOUTHEAST FACE OF 1 X 1 METER TAN COLORED OUTCROP IN A GRAY BEDROCK
 RY0824'HIGHWAY CUT, 99.6 METERS (327 FEET) NORTHEAST OF THE CENTERLINE OF
 RY0824'A DIRT ROAD LEADING WEST UP SPRING GULTCH, 66.7 METERS (219 FEET)
 RY0824'NORTH ACROSS THE HIGHWAY FROM THE FIRST POWER LINE POLE NORTHEAST
 RY0824'OF A POWER LINE CROSSING THE HIGHWAY, 9.05 METERS (29.7 FEET)
 RY0824'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 METERS (5.0 FEET)
 RY0824'ABOVE THE GROUND.
 RY0824'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0292 ***********************************************************************
 TK0292  DESIGNATION -  A 526
 TK0292  PID         -  TK0292
 TK0292  STATE/COUNTY-  MT/PHILLIPS
 TK0292  USGS QUAD   -  PHILLIPS (1965)
 TK0292
 TK0292                         *CURRENT SURVEY CONTROL
 TK0292  ___________________________________________________________________
 TK0292* NAD 83(1986)-  48 03 05.     (N)    108 11 30.     (W)     SCALED    
 TK0292* NAVD 88     -       836.867  (meters)    2745.62   (feet)  ADJUSTED  
 TK0292  ___________________________________________________________________
 TK0292  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 TK0292  DYNAMIC HT  -         836.900 (meters)    2745.73  (feet)  COMP
 TK0292  MODELED GRAV-     980,624.1   (mgal)                       NAVD 88
 TK0292
 TK0292  VERT ORDER  -  FIRST     CLASS II
 TK0292
 TK0292.The horizontal coordinates were scaled from a topographic map and have
 TK0292.an estimated accuracy of +/- 6 seconds.
 TK0292
 TK0292.The orthometric height was determined by differential leveling
 TK0292.and adjusted by the National Geodetic Survey in June 1991..
 TK0292
 TK0292.The geoid height was determined by GEOID03.
 TK0292
 TK0292.The dynamic height is computed by dividing the NAVD 88
 TK0292.geopotential number by the normal gravity value computed on the
 TK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0292.degrees latitude (g = 980.6199 gals.).
 TK0292
 TK0292.The modeled gravity was interpolated from observed gravity values.
 TK0292
 TK0292;                    North         East    Units  Estimated Accuracy
 TK0292;SPC MT       -   423,220.      697,490.      MT  (+/- 180 meters Scaled)
 TK0292
 TK0292                          SUPERSEDED SURVEY CONTROL
 TK0292
 TK0292.No superseded survey control is available for this station.
 TK0292
 TK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU092258(NAD 83)
 TK0292_MARKER: I = METAL ROD
 TK0292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0292_SP_SET: STAINLESS STEEL ROD
 TK0292_STAMPING: A 526 1980
 TK0292_PROJECTION: FLUSH
 TK0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0292_ROD/PIPE-DEPTH: 7.6  meters
 TK0292
 TK0292  HISTORY     - Date     Condition        Report By
 TK0292  HISTORY     - 1980     MONUMENTED       NGS
 TK0292
 TK0292                          STATION DESCRIPTION
 TK0292
 TK0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TK0292'43.3 KM SW FROM MALTA.
 TK0292'43.3 KM (26.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 TK0292'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 TK0292'13.0 KM (8.1 MI) NORTHEAST ALONG U.S. HIGHWAY FROM THE JUNCTION OF
 TK0292'U.S. HIGHWAY 191 AND COUNTY ROAD 204, 0.2 KM (0.1 MI) SOUTH OF
 TK0292'MILE POST 131, 29.9 METERS (98.0 FT) WEST-NORTHWEST AND ACROSS THE
 TK0292'HIGHWAY FROM THE CENTER OF A FIELD APPROACH ROAD,
 TK0292'17.9 METERS (58.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.2
 TK0292'METERS (7.2 FT) EAST OF A POWER POLE, AND 0.9 METERS (2.9 FT) EAST
 TK0292'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TK0292'LOGO CAP.
 TK0292'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 TK0292'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0931 ***********************************************************************
 SR0931  DESIGNATION -  A 527
 SR0931  PID         -  SR0931
 SR0931  STATE/COUNTY-  MT/PHILLIPS
 SR0931  USGS QUAD   -  D Y JUNCTION (1971)
 SR0931
 SR0931                         *CURRENT SURVEY CONTROL
 SR0931  ___________________________________________________________________
 SR0931* NAD 83(1986)-  47 47 45.     (N)    108 37 57.     (W)     SCALED    
 SR0931* NAVD 88     -       982.806  (meters)    3224.42   (feet)  ADJUSTED  
 SR0931  ___________________________________________________________________
 SR0931  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 SR0931  DYNAMIC HT  -         982.814 (meters)    3224.45  (feet)  COMP
 SR0931  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 SR0931
 SR0931  VERT ORDER  -  FIRST     CLASS II
 SR0931
 SR0931.The horizontal coordinates were scaled from a topographic map and have
 SR0931.an estimated accuracy of +/- 6 seconds.
 SR0931
 SR0931.The orthometric height was determined by differential leveling
 SR0931.and adjusted by the National Geodetic Survey in June 1991..
 SR0931
 SR0931.The geoid height was determined by GEOID03.
 SR0931
 SR0931.The dynamic height is computed by dividing the NAVD 88
 SR0931.geopotential number by the normal gravity value computed on the
 SR0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0931.degrees latitude (g = 980.6199 gals.).
 SR0931
 SR0931.The modeled gravity was interpolated from observed gravity values.
 SR0931
 SR0931;                    North         East    Units  Estimated Accuracy
 SR0931;SPC MT       -   394,370.      664,960.      MT  (+/- 180 meters Scaled)
 SR0931
 SR0931                          SUPERSEDED SURVEY CONTROL
 SR0931
 SR0931.No superseded survey control is available for this station.
 SR0931
 SR0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT772963(NAD 83)
 SR0931_MARKER: I = METAL ROD
 SR0931_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0931_SP_SET: STAINLESS STEEL ROD
 SR0931_STAMPING: A 527 1980
 SR0931_PROJECTION: FLUSH
 SR0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0931_ROD/PIPE-DEPTH: 6.1  meters
 SR0931
 SR0931  HISTORY     - Date     Condition        Report By
 SR0931  HISTORY     - 1980     MONUMENTED       NGS
 SR0931
 SR0931                          STATION DESCRIPTION
 SR0931
 SR0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0931'68.5 KM NE FROM ROY.
 SR0931'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0931'THENCE 65.5 KM (42.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0931'23.2 KM (14.4 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE
 SR0931'NORTHEAST END OF THE MISSOURI RIVER BRIDGE, 1.3 KM (0.8 MI) SOUTHWEST
 SR0931'OF MILE POST 103, 0.1 KM (0.05 MI) EAST OF COUNTY HIGHWAY 66,
 SR0931'60.5 METERS (198.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 SR0931'HIGHWAY, 45.0 METERS (147.5 FT) SOUTHEAST OF THE SOUTHEAST
 SR0931'SUPPORT LEG OF AN INFORMATION SIGN (MALTA 55), AND 0.5 METER (1.8 FT)
 SR0931'NORTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 6.1 METERS
 SR0931'(20.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0931'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SR0931'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0980 ***********************************************************************
 SR0980  DESIGNATION -  A 528
 SR0980  PID         -  SR0980
 SR0980  STATE/COUNTY-  MT/FERGUS
 SR0980  USGS QUAD   -  FERGUS (1985)
 SR0980
 SR0980                         *CURRENT SURVEY CONTROL
 SR0980  ___________________________________________________________________
 SR0980* NAD 83(1986)-  47 20 09.     (N)    109 00 53.     (W)     SCALED    
 SR0980* NAVD 88     -      1097.345  (meters)    3600.21   (feet)  ADJUSTED  
 SR0980  ___________________________________________________________________
 SR0980  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 SR0980  DYNAMIC HT  -        1097.270 (meters)    3599.96  (feet)  COMP
 SR0980  MODELED GRAV-     980,506.3   (mgal)                       NAVD 88
 SR0980  OBS GRAVITY -     980,514.5   (mgal)                       GRAV_OBS
 SR0980
 SR0980  VERT ORDER  -  FIRST     CLASS II
 SR0980
 SR0980.The horizontal coordinates were scaled from a topographic map and have
 SR0980.an estimated accuracy of +/- 6 seconds.
 SR0980
 SR0980.The orthometric height was determined by differential leveling
 SR0980.and adjusted by the National Geodetic Survey in June 1991..
 SR0980
 SR0980.The geoid height was determined by GEOID03.
 SR0980
 SR0980.The dynamic height is computed by dividing the NAVD 88
 SR0980.geopotential number by the normal gravity value computed on the
 SR0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0980.degrees latitude (g = 980.6199 gals.).
 SR0980
 SR0980.The modeled gravity was interpolated from observed gravity values.
 SR0980.The observed gravity was obtained from relative gravimeter ties
 SR0980.to the IGSN71 gravity network.
 SR0980
 SR0980;                    North         East    Units  Estimated Accuracy
 SR0980;SPC MT       -   343,000.      636,650.      MT  (+/- 180 meters Scaled)
 SR0980
 SR0980                          SUPERSEDED SURVEY CONTROL
 SR0980
 SR0980.No superseded survey control is available for this station.
 SR0980
 SR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT499443(NAD 83)
 SR0980_MARKER: I = METAL ROD
 SR0980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SR0980_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SR0980_STAMPING: A 528 1980
 SR0980_PROJECTION: FLUSH
 SR0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0980+STABILITY: POSITION/ELEVATION WELL
 SR0980_ROD/PIPE-DEPTH: 13.1 meters
 SR0980_SLEEVE-DEPTH  : 12.3 meters
 SR0980
 SR0980  HISTORY     - Date     Condition        Report By
 SR0980  HISTORY     - 1980     MONUMENTED       NGS
 SR0980
 SR0980                          STATION DESCRIPTION
 SR0980
 SR0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0980'4.5 KM SW FROM ROY.
 SR0980'0.08 KM (0.05 MI) NORTH ALONG THE MAIN STREET FROM THE POST OFFICE
 SR0980'IN ROY, THENCE 4.5 KM (2.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 191,
 SR0980'0.5 KM (0.3 MI) WEST OF MILE POST 33, AT A FIELD ENTRANCE ROAD,
 SR0980'23.9 METERS (78.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31.7
 SR0980'METERS (104.0 FT) WEST OF A POWER POLE, 12.6 METERS (41.4 FT) WEST
 SR0980'OF THE CENTER OF A WIRE GATE LEADING TO A PASTURE, AND 0.9 METER
 SR0980'(3.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 SR0980'A 5-INCH LOGO CAP.
 SR0980'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 SR0980'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0948 ***********************************************************************
 SR0948  DESIGNATION -  A 529
 SR0948  PID         -  SR0948
 SR0948  STATE/COUNTY-  MT/FERGUS
 SR0948  USGS QUAD   -  HESSLER RIDGE (1954)
 SR0948
 SR0948                         *CURRENT SURVEY CONTROL
 SR0948  ___________________________________________________________________
 SR0948* NAD 83(1986)-  47 36 42.     (N)    108 41 45.     (W)     SCALED    
 SR0948* NAVD 88     -       704.315  (meters)    2310.74   (feet)  ADJUSTED  
 SR0948  ___________________________________________________________________
 SR0948  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 SR0948  DYNAMIC HT  -         704.344 (meters)    2310.84  (feet)  COMP
 SR0948  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 SR0948  OBS GRAVITY -     980,631.2   (mgal)                       GRAV_OBS
 SR0948
 SR0948  VERT ORDER  -  FIRST     CLASS II
 SR0948
 SR0948.The horizontal coordinates were scaled from a topographic map and have
 SR0948.an estimated accuracy of +/- 6 seconds.
 SR0948
 SR0948.The orthometric height was determined by differential leveling
 SR0948.and adjusted by the National Geodetic Survey in June 1991..
 SR0948
 SR0948.The geoid height was determined by GEOID03.
 SR0948
 SR0948.The dynamic height is computed by dividing the NAVD 88
 SR0948.geopotential number by the normal gravity value computed on the
 SR0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0948.degrees latitude (g = 980.6199 gals.).
 SR0948
 SR0948.The modeled gravity was interpolated from observed gravity values.
 SR0948.The observed gravity was obtained from relative gravimeter ties
 SR0948.to the IGSN71 gravity network.
 SR0948
 SR0948;                    North         East    Units  Estimated Accuracy
 SR0948;SPC MT       -   373,850.      660,430.      MT  (+/- 180 meters Scaled)
 SR0948
 SR0948                          SUPERSEDED SURVEY CONTROL
 SR0948
 SR0948.No superseded survey control is available for this station.
 SR0948
 SR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT731757(NAD 83)
 SR0948_MARKER: DB = BENCH MARK DISK
 SR0948_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SR0948_SP_SET: BRIDGE HEADWALL
 SR0948_STAMPING: A 529 1980
 SR0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0948
 SR0948  HISTORY     - Date     Condition        Report By
 SR0948  HISTORY     - 1980     MONUMENTED       NGS
 SR0948
 SR0948                          STATION DESCRIPTION
 SR0948
 SR0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0948'42.9 KM NE FROM ROY.
 SR0948'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0948'THENCE 42.9 KM (26.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0948'2.6 KM (1.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0948'END OF THE MISSOURI RIVER BRIDGE, SET IN THE TOP OF THE SOUTHWEST
 SR0948'HEADWALL OF A BRIDGE CROSSING ARMELLS CREEK, 5.3 METERS (17.5 FT)
 SR0948'WEST OF THE CENTERLINE OF THE HIGHWAY.
 SR0948'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0111 ***********************************************************************
 TM0111  DESIGNATION -  A 53
 TM0111  PID         -  TM0111
 TM0111  STATE/COUNTY-  MT/FLATHEAD
 TM0111  USGS QUAD   -  ESSEX (1994)
 TM0111
 TM0111                         *CURRENT SURVEY CONTROL
 TM0111  ___________________________________________________________________
 TM0111* NAD 83(1986)-  48 15 36.     (N)    113 35 01.     (W)     SCALED    
 TM0111* NAVD 88     -      1202.196  (meters)    3944.20   (feet)  ADJUSTED  
 TM0111  ___________________________________________________________________
 TM0111  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 TM0111  DYNAMIC HT  -        1202.116 (meters)    3943.94  (feet)  COMP
 TM0111  MODELED GRAV-     980,503.4   (mgal)                       NAVD 88
 TM0111
 TM0111  VERT ORDER  -  FIRST     CLASS II
 TM0111
 TM0111.The horizontal coordinates were scaled from a topographic map and have
 TM0111.an estimated accuracy of +/- 6 seconds.
 TM0111
 TM0111.The orthometric height was determined by differential leveling
 TM0111.and adjusted by the National Geodetic Survey in June 1991..
 TM0111
 TM0111.The geoid height was determined by GEOID03.
 TM0111
 TM0111.The dynamic height is computed by dividing the NAVD 88
 TM0111.geopotential number by the normal gravity value computed on the
 TM0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0111.degrees latitude (g = 980.6199 gals.).
 TM0111
 TM0111.The modeled gravity was interpolated from observed gravity values.
 TM0111
 TM0111;                    North         East    Units  Estimated Accuracy
 TM0111;SPC MT       -   453,490.      297,040.      MT  (+/- 180 meters Scaled)
 TM0111
 TM0111                          SUPERSEDED SURVEY CONTROL
 TM0111
 TM0111  NGVD 29 (??/??/92) 1200.927  (m)         3940.04   (f) ADJ UNCH    1 2
 TM0111
 TM0111.Superseded values are not recommended for survey control.
 TM0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0111.See file dsdata.txt to determine how the superseded data were derived.
 TM0111
 TM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU082484(NAD 83)
 TM0111_MARKER: DB = BENCH MARK DISK
 TM0111_SETTING: 80 = SET IN A BOULDER
 TM0111_SP_SET: BOULDER
 TM0111_STAMPING: A 53 1933
 TM0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0111+STABILITY: SURFACE MOTION
 TM0111
 TM0111  HISTORY     - Date     Condition        Report By
 TM0111  HISTORY     - 1933     MONUMENTED       CGS
 TM0111  HISTORY     - 1960     GOOD             NGS
 TM0111
 TM0111                          STATION DESCRIPTION
 TM0111
 TM0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TM0111'2.1 MI SE FROM WALTON.
 TM0111'2.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0111'AT WALTON (ESSEX POST OFFICE), FLATHEAD COUNTY, 400 YARDS NORTHWEST OF
 TM0111'STEEL BRIDGE 117 A, 98 FEET SOUTHEAST OF MILEPOST 1167, 24 FEET SOUTH
 TM0111'OF THE SOUTH TRACK, IN THE TOP OF A PURPLE BOULDER, AND ABOUT 1-1/2
 TM0111'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 53 1933.
 TM0111
 TM0111                          STATION RECOVERY (1960)
 TM0111
 TM0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 TM0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1000 ***********************************************************************
 SR1000  DESIGNATION -  A 530
 SR1000  PID         -  SR1000
 SR1000  STATE/COUNTY-  MT/FERGUS
 SR1000  USGS QUAD   -  LEWISTOWN (1985)
 SR1000
 SR1000                         *CURRENT SURVEY CONTROL
 SR1000  ___________________________________________________________________
 SR1000* NAD 83(1986)-  47 06 45.     (N)    109 26 48.     (W)     SCALED    
 SR1000* NAVD 88     -      1192.135  (meters)    3911.20   (feet)  ADJUSTED  
 SR1000  ___________________________________________________________________
 SR1000  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 SR1000  DYNAMIC HT  -        1191.993 (meters)    3910.73  (feet)  COMP
 SR1000  MODELED GRAV-     980,452.0   (mgal)                       NAVD 88
 SR1000
 SR1000  VERT ORDER  -  FIRST     CLASS II
 SR1000
 SR1000.The horizontal coordinates were scaled from a topographic map and have
 SR1000.an estimated accuracy of +/- 6 seconds.
 SR1000
 SR1000.The orthometric height was determined by differential leveling
 SR1000.and adjusted by the National Geodetic Survey in June 1991..
 SR1000
 SR1000.The geoid height was determined by GEOID03.
 SR1000
 SR1000.The dynamic height is computed by dividing the NAVD 88
 SR1000.geopotential number by the normal gravity value computed on the
 SR1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR1000.degrees latitude (g = 980.6199 gals.).
 SR1000
 SR1000.The modeled gravity was interpolated from observed gravity values.
 SR1000
 SR1000;                    North         East    Units  Estimated Accuracy
 SR1000;SPC MT       -   318,080.      604,050.      MT  (+/- 180 meters Scaled)
 SR1000
 SR1000                          SUPERSEDED SURVEY CONTROL
 SR1000
 SR1000.No superseded survey control is available for this station.
 SR1000
 SR1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT178188(NAD 83)
 SR1000_MARKER: I = METAL ROD
 SR1000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR1000_SP_SET: STAINLESS STEEL ROD
 SR1000_STAMPING: A 530 1980
 SR1000_PROJECTION: FLUSH
 SR1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR1000_ROD/PIPE-DEPTH: 6.1  meters
 SR1000
 SR1000  HISTORY     - Date     Condition        Report By
 SR1000  HISTORY     - 1980     MONUMENTED       NGS
 SR1000
 SR1000                          STATION DESCRIPTION
 SR1000
 SR1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR1000'6.2 KM NE FROM LEWISTOWN.
 SR1000'0.8 KM (0.5 MI) EAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 SR1000'IN LEWISTOWN, THENCE 6.0 KM (3.75 MI) NORTHERLY ALONG U.S. HIGHWAY
 SR1000'191, 0.4 KM (0.25 MI) SOUTHWEST OF MILE POST 4, 41.1 METERS (135.0 FT)
 SR1000'SOUTH OF THE CENTER OF A PAVED DRIVEWAY LEADING NORTHEAST,
 SR1000'23.9 METERS (78.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 SR1000'HIGHWAY, 46.9 METERS (55.6 FT) OF A TELEPHONE POLE, 0.5 METER
 SR1000'(1.5 FT) WEST OF A FENCE, AND 0.9 METER (2.8 FT) SOUTH OF
 SR1000'A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 6.1 METERS (20.0 FT).
 SR1000'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR1000'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 SR1000'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0993 ***********************************************************************
 SR0993  DESIGNATION -  A 532
 SR0993  PID         -  SR0993
 SR0993  STATE/COUNTY-  MT/FERGUS
 SR0993  USGS QUAD   -  HILGER (1985)
 SR0993
 SR0993                         *CURRENT SURVEY CONTROL
 SR0993  ___________________________________________________________________
 SR0993* NAD 83(1986)-  47 15 20.     (N)    109 21 39.     (W)     SCALED    
 SR0993* NAVD 88     -      1239.747  (meters)    4067.40   (feet)  ADJUSTED  
 SR0993  ___________________________________________________________________
 SR0993  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SR0993  DYNAMIC HT  -        1239.619 (meters)    4066.98  (feet)  COMP
 SR0993  MODELED GRAV-     980,466.2   (mgal)                       NAVD 88
 SR0993  OBS GRAVITY -     980,469.1   (mgal)                       GRAV_OBS
 SR0993
 SR0993  VERT ORDER  -  FIRST     CLASS II
 SR0993
 SR0993.The horizontal coordinates were scaled from a topographic map and have
 SR0993.an estimated accuracy of +/- 6 seconds.
 SR0993
 SR0993.The orthometric height was determined by differential leveling
 SR0993.and adjusted by the National Geodetic Survey in June 1991..
 SR0993
 SR0993.The geoid height was determined by GEOID03.
 SR0993
 SR0993.The dynamic height is computed by dividing the NAVD 88
 SR0993.geopotential number by the normal gravity value computed on the
 SR0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0993.degrees latitude (g = 980.6199 gals.).
 SR0993
 SR0993.The modeled gravity was interpolated from observed gravity values.
 SR0993.The observed gravity was obtained from relative gravimeter ties
 SR0993.to the IGSN71 gravity network.
 SR0993
 SR0993;                    North         East    Units  Estimated Accuracy
 SR0993;SPC MT       -   333,980.      610,530.      MT  (+/- 180 meters Scaled)
 SR0993
 SR0993                          SUPERSEDED SURVEY CONTROL
 SR0993
 SR0993.No superseded survey control is available for this station.
 SR0993
 SR0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT240348(NAD 83)
 SR0993_MARKER: I = METAL ROD
 SR0993_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SR0993_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SR0993_STAMPING: A 532 1980
 SR0993_PROJECTION: FLUSH
 SR0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0993+STABILITY: POSITION/ELEVATION WELL
 SR0993_ROD/PIPE-DEPTH: 13.4 meters
 SR0993_SLEEVE-DEPTH  : 13.1 meters
 SR0993
 SR0993  HISTORY     - Date     Condition        Report By
 SR0993  HISTORY     - 1980     MONUMENTED       NGS
 SR0993
 SR0993                          STATION DESCRIPTION
 SR0993
 SR0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0993'IN HILGER.
 SR0993'0.2 KM (0.1 MI) WEST ALONG COUNTY ROAD 236 FROM THE POST OFFICE IN
 SR0993'HILGER, 36.3 METERS (119.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 SR0993'THE HIGHWAY, 13.7 METERS (45.0 FT) WEST OF THE CENTER OF A GRAVEL
 SR0993'ROAD LEADING SOUTHWEST, 8.4 METERS (27.4 FT) SOUTH-SOUTHEAST OF A
 SR0993'GATE POST, 8.1 METERS (26.7 FT) NORTH OF A FENCE CORNER, 0.8 METER
 SR0993'(2.5 FT) EAST OF A FENCE, AND 8.8 METERS (28.8 FT) NORTH OF A
 SR0993'TELEPHONE POLE.  NOTE=REFUSAL WAS REACHED AT 13.4 METERS (44 FT).
 SR0993'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0993'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 SR0993'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1163 ***********************************************************************
 SR1163  DESIGNATION -  A 533 RESET
 SR1163  PID         -  SR1163
 SR1163  STATE/COUNTY-  MT/JUDITH BASIN
 SR1163  USGS QUAD   -  MOCCASIN (1970)
 SR1163
 SR1163                         *CURRENT SURVEY CONTROL
 SR1163  ___________________________________________________________________
 SR1163* NAD 83(1986)-  47 02 31.     (N)    109 53 37.     (W)     SCALED    
 SR1163* NAVD 88     -      1266.88   (meters)    4156.4    (feet)  RESET     
 SR1163  ___________________________________________________________________
 SR1163  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 SR1163
 SR1163  VERT ORDER  -  THIRD
 SR1163
 SR1163.The horizontal coordinates were scaled from a topographic map and have
 SR1163.an estimated accuracy of +/- 6 seconds.
 SR1163
 SR1163.The orthometric height was computed from unverified reset data.
 SR1163.No vertical observational check was made to the station.
 SR1163
 SR1163.The geoid height was determined by GEOID03.
 SR1163
 SR1163;                    North         East    Units  Estimated Accuracy
 SR1163;SPC MT       -   310,310.      570,110.      MT  (+/- 180 meters Scaled)
 SR1163
 SR1163                          SUPERSEDED SURVEY CONTROL
 SR1163
 SR1163.No superseded survey control is available for this station.
 SR1163
 SR1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT840104(NAD 83)
 SR1163_MARKER: DD = SURVEY DISK
 SR1163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1163_SP_SET: METAL PIPE IN CONCRETE
 SR1163_STAMPING: A 533 RESET 1991
 SR1163_MARK LOGO: MTDH  
 SR1163_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 SR1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1163+STABILITY: SURFACE MOTION
 SR1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR1163+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SR1163
 SR1163  HISTORY     - Date     Condition        Report By
 SR1163  HISTORY     - 1991     MONUMENTED       MTDH
 SR1163
 SR1163                          STATION DESCRIPTION
 SR1163
 SR1163'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1991
 SR1163'FROM THE THE MOCCASIN POST OFFICE, GO NORTH ON A GRAVEL STREET FOR
 SR1163'0.2 KM (0.12 MI) TO THE JUNCTION WITH U.S. HIGHWAY 87, TURN RIGHT
 SR1163'AND GO EAST ON U.S. HIGHWAY 87 FOR 2.1 KM (1.30 MI) TO MARK ON
 SR1163'RIGHT, A MONTANA DEPARTMENT OF TRANSPORTATION PRECAST ALUMINUM PIPE
 SR1163'SET IN IN A MASS OF CONCRETE, 25.4 M (83.33 FT) SOUTHWEST OF A FENCE
 SR1163'GAP, 10.0 M (32.81 FT) SOUTHWEST OF A FENCE AND 0.71 M (2.33 FT)
 SR1163'NORTH OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1335 ***********************************************************************
 SS1335  DESIGNATION -  A 534
 SS1335  PID         -  SS1335
 SS1335  STATE/COUNTY-  MT/JUDITH BASIN
 SS1335  USGS QUAD   -  RAYNESFORD (1995)
 SS1335
 SS1335                         *CURRENT SURVEY CONTROL
 SS1335  ___________________________________________________________________
 SS1335* NAD 83(1986)-  47 16 03.     (N)    110 37 43.     (W)     SCALED    
 SS1335* NAVD 88     -      1387.640  (meters)    4552.62   (feet)  ADJUSTED  
 SS1335  ___________________________________________________________________
 SS1335  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 SS1335  DYNAMIC HT  -        1387.449 (meters)    4551.99  (feet)  COMP
 SS1335  MODELED GRAV-     980,425.9   (mgal)                       NAVD 88
 SS1335
 SS1335  VERT ORDER  -  FIRST     CLASS II
 SS1335
 SS1335.The horizontal coordinates were scaled from a topographic map and have
 SS1335.an estimated accuracy of +/- 6 seconds.
 SS1335
 SS1335.The orthometric height was determined by differential leveling
 SS1335.and adjusted by the National Geodetic Survey in June 1991..
 SS1335
 SS1335.The geoid height was determined by GEOID03.
 SS1335
 SS1335.The dynamic height is computed by dividing the NAVD 88
 SS1335.geopotential number by the normal gravity value computed on the
 SS1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1335.degrees latitude (g = 980.6199 gals.).
 SS1335
 SS1335.The modeled gravity was interpolated from observed gravity values.
 SS1335
 SS1335;                    North         East    Units  Estimated Accuracy
 SS1335;SPC MT       -   335,910.      514,650.      MT  (+/- 180 meters Scaled)
 SS1335
 SS1335                          SUPERSEDED SURVEY CONTROL
 SS1335
 SS1335.No superseded survey control is available for this station.
 SS1335
 SS1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT280349(NAD 83)
 SS1335_MARKER: I = METAL ROD
 SS1335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1335_SP_SET: STAINLESS STEEL ROD
 SS1335_STAMPING: A 534 1980
 SS1335_PROJECTION: FLUSH
 SS1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1335_ROD/PIPE-DEPTH: 5.8  meters
 SS1335
 SS1335  HISTORY     - Date     Condition        Report By
 SS1335  HISTORY     - 1980     MONUMENTED       NGS
 SS1335
 SS1335                          STATION DESCRIPTION
 SS1335
 SS1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1335'10.8 KM NE FROM RAYNESFORD.
 SS1335'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS1335'GRAIN ELEVATOR IN RAYNESFORD, THENCE 0.8 KM (0.5 MI) EAST ALONG A
 SS1335'GRAVEL ROAD, THENCE 2.0 KM (1.25 MI) SOUTH ALONG A GRAVELED ROAD, 11.5
 SS1335'METERS (37.6 FT) EAST OF THE ROAD CENTER AND 0.6 METERS (2.0 FT)
 SS1335'WEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 5.8 METERS (19.0 FT) AND
 SS1335'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1335'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 SS1335'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1360 ***********************************************************************
 SS1360  DESIGNATION -  A 535
 SS1360  PID         -  SS1360
 SS1360  STATE/COUNTY-  MT/CASCADE
 SS1360  USGS QUAD   -  NORTHEAST GREAT FALL (1994)
 SS1360
 SS1360                         *CURRENT SURVEY CONTROL
 SS1360  ___________________________________________________________________
 SS1360* NAD 83(1986)-  47 30 06.     (N)    111 08 36.     (W)     SCALED    
 SS1360* NAVD 88     -      1046.420  (meters)    3433.13   (feet)  ADJUSTED  
 SS1360  ___________________________________________________________________
 SS1360  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 SS1360  DYNAMIC HT  -        1046.360 (meters)    3432.93  (feet)  COMP
 SS1360  MODELED GRAV-     980,519.5   (mgal)                       NAVD 88
 SS1360
 SS1360  VERT ORDER  -  FIRST     CLASS II
 SS1360
 SS1360.The horizontal coordinates were scaled from a topographic map and have
 SS1360.an estimated accuracy of +/- 6 seconds.
 SS1360
 SS1360.The orthometric height was determined by differential leveling
 SS1360.and adjusted by the National Geodetic Survey in June 1991..
 SS1360
 SS1360.The geoid height was determined by GEOID03.
 SS1360
 SS1360.The dynamic height is computed by dividing the NAVD 88
 SS1360.geopotential number by the normal gravity value computed on the
 SS1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1360.degrees latitude (g = 980.6199 gals.).
 SS1360
 SS1360.The modeled gravity was interpolated from observed gravity values.
 SS1360
 SS1360;                    North         East    Units  Estimated Accuracy
 SS1360;SPC MT       -   362,620.      476,270.      MT  (+/- 180 meters Scaled)
 SS1360
 SS1360                          SUPERSEDED SURVEY CONTROL
 SS1360
 SS1360.No superseded survey control is available for this station.
 SS1360
 SS1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT892609(NAD 83)
 SS1360_MARKER: I = METAL ROD
 SS1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1360_SP_SET: STAINLESS STEEL ROD
 SS1360_STAMPING: A 535 1980
 SS1360_PROJECTION: FLUSH
 SS1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1360_ROD/PIPE-DEPTH: 7.3  meters
 SS1360
 SS1360  HISTORY     - Date     Condition        Report By
 SS1360  HISTORY     - 1980     MONUMENTED       NGS
 SS1360
 SS1360                          STATION DESCRIPTION
 SS1360
 SS1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1360'7.8 KM SE FROM GREAT FALLS.
 SS1360'4.8 KM (3 MI) SOUTHEAST ALONG HIGHWAY 87 FROM THE BY-PASS JUNCTION
 SS1360'OF U.S. HIGHWAYS 87 AND 89 AT THE SOUTHEAST EDGE OF GREAT FALLS THENCE
 SS1360'3.0 KM (1.85 MI) NORTH AND EAST ALONG STATE HIGHWAY 228, 21.1 METERS
 SS1360'(69.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1.0 METER (3.2 FT
 SS1360'EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 SS1360'5-INCH LOGO CAP.
 SS1360'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 SS1360'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0629 ***********************************************************************
 RV0629  DESIGNATION -  A 536
 RV0629  PID         -  RV0629
 RV0629  STATE/COUNTY-  MT/WHEATLAND
 RV0629  USGS QUAD   -  OKA (1986)
 RV0629
 RV0629                         *CURRENT SURVEY CONTROL
 RV0629  ___________________________________________________________________
 RV0629* NAD 83(1986)-  46 34 23.     (N)    109 45 59.     (W)     SCALED    
 RV0629* NAVD 88     -      1426.890  (meters)    4681.39   (feet)  ADJUSTED  
 RV0629  ___________________________________________________________________
 RV0629  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 RV0629  DYNAMIC HT  -        1426.583 (meters)    4680.38  (feet)  COMP
 RV0629  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 RV0629
 RV0629  VERT ORDER  -  FIRST     CLASS II
 RV0629
 RV0629.The horizontal coordinates were scaled from a topographic map and have
 RV0629.an estimated accuracy of +/- 6 seconds.
 RV0629
 RV0629.The orthometric height was determined by differential leveling
 RV0629.and adjusted by the National Geodetic Survey in June 1991..
 RV0629
 RV0629.The geoid height was determined by GEOID03.
 RV0629
 RV0629.The dynamic height is computed by dividing the NAVD 88
 RV0629.geopotential number by the normal gravity value computed on the
 RV0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0629.degrees latitude (g = 980.6199 gals.).
 RV0629
 RV0629.The modeled gravity was interpolated from observed gravity values.
 RV0629
 RV0629;                    North         East    Units  Estimated Accuracy
 RV0629;SPC MT       -   258,180.      579,590.      MT  (+/- 180 meters Scaled)
 RV0629
 RV0629                          SUPERSEDED SURVEY CONTROL
 RV0629
 RV0629.No superseded survey control is available for this station.
 RV0629
 RV0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS945584(NAD 83)
 RV0629_MARKER: I = METAL ROD
 RV0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0629_SP_SET: STAINLESS STEEL ROD
 RV0629_STAMPING: A 536 1980
 RV0629_MARK LOGO: NGS   
 RV0629_PROJECTION: FLUSH
 RV0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0629_ROD/PIPE-DEPTH: 4.6  meters
 RV0629
 RV0629  HISTORY     - Date     Condition        Report By
 RV0629  HISTORY     - 1980     MONUMENTED       NGS
 RV0629
 RV0629                          STATION DESCRIPTION
 RV0629
 RV0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0629'11.8 KM (7.35 MI) SOUTH FROM JUDITH GAP.
 RV0629'11.8 KM (7.35 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE IN
 RV0629'JUDITH GAP, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 11, 40.2 METERS
 RV0629'(132.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.9 METERS (55.6
 RV0629'FT) WEST OF A POWER POLE, AND 0.5 METER (1.7 FT) EAST OF A FENCE.
 RV0629'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RV0629'REFUSAL WAS REACHED AT 15.0 FT.
 RV0629'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RV0629'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0645 ***********************************************************************
 RV0645  DESIGNATION -  A 537
 RV0645  PID         -  RV0645
 RV0645  STATE/COUNTY-  MT/WHEATLAND
 RV0645  USGS QUAD   -  DEADMANS BASIN RESERVOIR (1986)
 RV0645
 RV0645                         *CURRENT SURVEY CONTROL
 RV0645  ___________________________________________________________________
 RV0645* NAD 83(1986)-  46 19 06.     (N)    109 24 53.     (W)     SCALED    
 RV0645* NAVD 88     -      1142.789  (meters)    3749.30   (feet)  ADJUSTED  
 RV0645  ___________________________________________________________________
 RV0645  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 RV0645  DYNAMIC HT  -        1142.587 (meters)    3748.64  (feet)  COMP
 RV0645  MODELED GRAV-     980,397.9   (mgal)                       NAVD 88
 RV0645
 RV0645  VERT ORDER  -  FIRST     CLASS II
 RV0645
 RV0645.The horizontal coordinates were scaled from a topographic map and have
 RV0645.an estimated accuracy of +/- 6 seconds.
 RV0645
 RV0645.The orthometric height was determined by differential leveling
 RV0645.and adjusted by the National Geodetic Survey in June 1991..
 RV0645
 RV0645.The geoid height was determined by GEOID03.
 RV0645
 RV0645.The dynamic height is computed by dividing the NAVD 88
 RV0645.geopotential number by the normal gravity value computed on the
 RV0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0645.degrees latitude (g = 980.6199 gals.).
 RV0645
 RV0645.The modeled gravity was interpolated from observed gravity values.
 RV0645
 RV0645;                    North         East    Units  Estimated Accuracy
 RV0645;SPC MT       -   229,850.      606,560.      MT  (+/- 180 meters Scaled)
 RV0645
 RV0645                          SUPERSEDED SURVEY CONTROL
 RV0645
 RV0645.No superseded survey control is available for this station.
 RV0645
 RV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS220306(NAD 83)
 RV0645_MARKER: I = METAL ROD
 RV0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0645_SP_SET: STAINLESS STEEL ROD
 RV0645_STAMPING: A 537 1980
 RV0645_MARK LOGO: NGS   
 RV0645_PROJECTION: FLUSH
 RV0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0645_ROD/PIPE-DEPTH: 6.7  meters
 RV0645
 RV0645  HISTORY     - Date     Condition        Report By
 RV0645  HISTORY     - 1980     MONUMENTED       NGS
 RV0645
 RV0645                          STATION DESCRIPTION
 RV0645
 RV0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0645'9.4 KM (5.85 MI) SE FROM SHAWMUT.
 RV0645'0.2 KM (0.1 MI) SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 RV0645'SHAWMUT, THENCE 9.3 KM (5.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 12, 33.1
 RV0645'METERS (108.6 FT) NORTH AND ACROSS THE HIGHWAY FROM MILEPOST 122,
 RV0645'24.3 METERS (79.7 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 RV0645'28.5 METERS (93.5 FT) EAST-SOUTHEAST OF A UTILITY POLE, 9.4 METERS
 RV0645'(30.8 FT) EAST-SOUTHEAST OF THE CENTER OF A GATE AND 0.4 METER (1.3
 RV0645'FT) SOUTH-SOUTHWEST OF A FENCE.
 RV0645'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RV0645'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 RV0645'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0690 ***********************************************************************
 RV0690  DESIGNATION -  A 538
 RV0690  PID         -  RV0690
 RV0690  STATE/COUNTY-  MT/YELLOWSTONE
 RV0690  USGS QUAD   -  BROADVIEW WEST (1980)
 RV0690
 RV0690                         *CURRENT SURVEY CONTROL
 RV0690  ___________________________________________________________________
 RV0690* NAD 83(1986)-  46 00 20.     (N)    108 52 52.     (W)     SCALED    
 RV0690* NAVD 88     -      1177.807  (meters)    3864.19   (feet)  ADJUSTED  
 RV0690  ___________________________________________________________________
 RV0690  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 RV0690  DYNAMIC HT  -        1177.553 (meters)    3863.36  (feet)  COMP
 RV0690  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 RV0690
 RV0690  VERT ORDER  -  FIRST     CLASS II
 RV0690
 RV0690.The horizontal coordinates were scaled from a topographic map and have
 RV0690.an estimated accuracy of +/- 6 seconds.
 RV0690
 RV0690.The orthometric height was determined by differential leveling
 RV0690.and adjusted by the National Geodetic Survey in June 1991..
 RV0690
 RV0690.The geoid height was determined by GEOID03.
 RV0690
 RV0690.The dynamic height is computed by dividing the NAVD 88
 RV0690.geopotential number by the normal gravity value computed on the
 RV0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0690.degrees latitude (g = 980.6199 gals.).
 RV0690
 RV0690.The modeled gravity was interpolated from observed gravity values.
 RV0690
 RV0690;                    North         East    Units  Estimated Accuracy
 RV0690;SPC MT       -   195,290.      647,910.      MT  (+/- 180 meters Scaled)
 RV0690
 RV0690                          SUPERSEDED SURVEY CONTROL
 RV0690
 RV0690.No superseded survey control is available for this station.
 RV0690
 RV0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR640968(NAD 83)
 RV0690_MARKER: DB = BENCH MARK DISK
 RV0690_SETTING: 66 = SET IN ROCK OUTCROP
 RV0690_SP_SET: ROCK OUTCROP
 RV0690_STAMPING: A 538 1980
 RV0690_MARK LOGO: NGS   
 RV0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0690+STABILITY: POSITION/ELEVATION WELL
 RV0690
 RV0690  HISTORY     - Date     Condition        Report By
 RV0690  HISTORY     - 1980     MONUMENTED       NGS
 RV0690
 RV0690                          STATION DESCRIPTION
 RV0690
 RV0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0690'11.7 KM (7.25 MI) SOUTH FROM BROADVIEW.
 RV0690'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 RV0690'BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532, THENCE
 RV0690'10.2 KM (6.35 MI) SOUTH ALONG COUNTY ROAD 532, 38.3 METERS (125.6 FT)
 RV0690'SOUTHWEST AND ACROSS THE ROAD FROM MILEPOST 10, 15.7 METERS (51.5 FT)
 RV0690'WEST AND ACROSS THE ROAD FROM A FENCE AND 9.7 METERS (31.7 FT) WEST
 RV0690'OF THE CENTER OF THE ROAD.
 RV0690'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 RV0690'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0391 ***********************************************************************
 QW0391  DESIGNATION -  A 539
 QW0391  PID         -  QW0391
 QW0391  STATE/COUNTY-  MT/YELLOWSTONE
 QW0391  USGS QUAD   -  LAUREL (1969)
 QW0391
 QW0391                         *CURRENT SURVEY CONTROL
 QW0391  ___________________________________________________________________
 QW0391* NAD 83(1986)-  45 39 45.     (N)    108 46 09.     (W)     SCALED    
 QW0391* NAVD 88     -      1012.576  (meters)    3322.09   (feet)  ADJUSTED  
 QW0391  ___________________________________________________________________
 QW0391  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 QW0391  DYNAMIC HT  -        1012.355 (meters)    3321.37  (feet)  COMP
 QW0391  MODELED GRAV-     980,363.3   (mgal)                       NAVD 88
 QW0391
 QW0391  VERT ORDER  -  FIRST     CLASS II
 QW0391
 QW0391.The horizontal coordinates were scaled from a topographic map and have
 QW0391.an estimated accuracy of +/- 6 seconds.
 QW0391
 QW0391.The orthometric height was determined by differential leveling
 QW0391.and adjusted by the National Geodetic Survey in June 1991..
 QW0391
 QW0391.The geoid height was determined by GEOID03.
 QW0391
 QW0391.The dynamic height is computed by dividing the NAVD 88
 QW0391.geopotential number by the normal gravity value computed on the
 QW0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0391.degrees latitude (g = 980.6199 gals.).
 QW0391
 QW0391.The modeled gravity was interpolated from observed gravity values.
 QW0391
 QW0391;                    North         East    Units  Estimated Accuracy
 QW0391;SPC MT       -   157,250.      656,940.      MT  (+/- 180 meters Scaled)
 QW0391
 QW0391                          SUPERSEDED SURVEY CONTROL
 QW0391
 QW0391.No superseded survey control is available for this station.
 QW0391
 QW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR737589(NAD 83)
 QW0391_MARKER: DB = BENCH MARK DISK
 QW0391_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0391_SP_SET: OVERPASS ABUTMENT
 QW0391_STAMPING: A 539 1980
 QW0391_MARK LOGO: NGS   
 QW0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0391
 QW0391  HISTORY     - Date     Condition        Report By
 QW0391  HISTORY     - 1980     MONUMENTED       NGS
 QW0391  HISTORY     - 1982     GOOD             NGS
 QW0391  HISTORY     - 1982     GOOD             NGS
 QW0391
 QW0391                          STATION DESCRIPTION
 QW0391
 QW0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0391'1.4 KM (0.9 MI) SOUTH FROM LAUREL.
 QW0391'1.4 KM (0.9 MI) SOUTH ALONG COUNTY ROAD 532 AND U.S. HIGHWAY 310 FROM
 QW0391'THE POST OFFICE IN LAUREL, AT THE NORTHEAST END OF THE ABUTMENT OF AN
 QW0391'OVERPASS OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 90 AT EXIT 434
 QW0391'OVERPASS CROSSING U.S. HIGHWAY 310, 5.4 METERS (17.8 FT) SOUTHEAST OF
 QW0391'THE CENTERLINE OF THE HIGHWAY, AND 0.2 METER (0.7 FT) SOUTHWEST OF THE
 QW0391'NORTHEAST END OF THE OVERPASS.
 QW0391'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QW0391
 QW0391                          STATION RECOVERY (1982)
 QW0391
 QW0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0391'RECOVERED IN GOOD CONDITION.
 QW0391
 QW0391                          STATION RECOVERY (1982)
 QW0391
 QW0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0491 ***********************************************************************
 TJ0491  DESIGNATION -  A 540
 TJ0491  PID         -  TJ0491
 TJ0491  STATE/COUNTY-  MT/PHILLIPS
 TJ0491  USGS QUAD   -  SACO (1984)
 TJ0491
 TJ0491                         *CURRENT SURVEY CONTROL
 TJ0491  ___________________________________________________________________
 TJ0491* NAD 83(1986)-  48 28 03.     (N)    107 22 27.     (W)     SCALED    
 TJ0491* NAVD 88     -       669.335  (meters)    2195.98   (feet)  ADJUSTED  
 TJ0491  ___________________________________________________________________
 TJ0491  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 TJ0491  DYNAMIC HT  -         669.435 (meters)    2196.30  (feet)  COMP
 TJ0491  MODELED GRAV-     980,738.9   (mgal)                       NAVD 88
 TJ0491
 TJ0491  VERT ORDER  -  FIRST     CLASS II
 TJ0491
 TJ0491.The horizontal coordinates were scaled from a topographic map and have
 TJ0491.an estimated accuracy of +/- 6 seconds.
 TJ0491
 TJ0491.The orthometric height was determined by differential leveling
 TJ0491.and adjusted by the National Geodetic Survey in June 1991..
 TJ0491
 TJ0491.The geoid height was determined by GEOID03.
 TJ0491
 TJ0491.The dynamic height is computed by dividing the NAVD 88
 TJ0491.geopotential number by the normal gravity value computed on the
 TJ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0491.degrees latitude (g = 980.6199 gals.).
 TJ0491
 TJ0491.The modeled gravity was interpolated from observed gravity values.
 TJ0491
 TJ0491;                    North         East    Units  Estimated Accuracy
 TJ0491;SPC MT       -   470,790.      757,140.      MT  (+/- 180 meters Scaled)
 TJ0491
 TJ0491                          SUPERSEDED SURVEY CONTROL
 TJ0491
 TJ0491.No superseded survey control is available for this station.
 TJ0491
 TJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP245709(NAD 83)
 TJ0491_MARKER: I = METAL ROD
 TJ0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0491_SP_SET: STAINLESS STEEL ROD
 TJ0491_STAMPING: A 540 1980
 TJ0491_MARK LOGO: NGS   
 TJ0491_PROJECTION: FLUSH
 TJ0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0491_ROD/PIPE-DEPTH: 7.3  meters
 TJ0491
 TJ0491  HISTORY     - Date     Condition        Report By
 TJ0491  HISTORY     - 1980     MONUMENTED       NGS
 TJ0491
 TJ0491                          STATION DESCRIPTION
 TJ0491
 TJ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0491'2.6 KM (1.6 MI) NW FROM SACO.
 TJ0491'2.6 KM (1.6 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0491'FROM THE RAILROAD STATION IN SACO, AT MILE POST 498, 14.3 METERS (47.0
 TJ0491'FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 2, 13.5 METERS (44.4
 TJ0491'FT) NORTHEAST OF THE NORTHEAST RAIL, 2.9 METERS (9.6 FT) SOUTHWEST OF
 TJ0491'THE MILE POST AND, 1.5 METERS (4.8 FT) SOUTHWEST OF A UTILITY POLE,
 TJ0491'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0491'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 TJ0491'THE MARK IS 2.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0513 ***********************************************************************
 TJ0513  DESIGNATION -  A 541
 TJ0513  PID         -  TJ0513
 TJ0513  STATE/COUNTY-  MT/VALLEY
 TJ0513  USGS QUAD   -  ELLSWORTH COULEE (1978)
 TJ0513
 TJ0513                         *CURRENT SURVEY CONTROL
 TJ0513  ___________________________________________________________________
 TJ0513* NAD 83(1986)-  48 23 11.     (N)    106 54 38.     (W)     SCALED    
 TJ0513* NAVD 88     -       649.352  (meters)    2130.42   (feet)  ADJUSTED  
 TJ0513  ___________________________________________________________________
 TJ0513  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0513  DYNAMIC HT  -         649.435 (meters)    2130.69  (feet)  COMP
 TJ0513  MODELED GRAV-     980,717.5   (mgal)                       NAVD 88
 TJ0513
 TJ0513  VERT ORDER  -  FIRST     CLASS II
 TJ0513
 TJ0513.The horizontal coordinates were scaled from a topographic map and have
 TJ0513.an estimated accuracy of +/- 6 seconds.
 TJ0513
 TJ0513.The orthometric height was determined by differential leveling
 TJ0513.and adjusted by the National Geodetic Survey in June 1991..
 TJ0513
 TJ0513.The geoid height was determined by GEOID03.
 TJ0513
 TJ0513.The dynamic height is computed by dividing the NAVD 88
 TJ0513.geopotential number by the normal gravity value computed on the
 TJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0513.degrees latitude (g = 980.6199 gals.).
 TJ0513
 TJ0513.The modeled gravity was interpolated from observed gravity values.
 TJ0513
 TJ0513;                    North         East    Units  Estimated Accuracy
 TJ0513;SPC MT       -   462,810.      791,700.      MT  (+/- 180 meters Scaled)
 TJ0513
 TJ0513                          SUPERSEDED SURVEY CONTROL
 TJ0513
 TJ0513.No superseded survey control is available for this station.
 TJ0513
 TJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP585610(NAD 83)
 TJ0513_MARKER: I = METAL ROD
 TJ0513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0513_SP_SET: STAINLESS STEEL ROD
 TJ0513_STAMPING: A 541 1980
 TJ0513_MARK LOGO: NGS   
 TJ0513_PROJECTION: FLUSH
 TJ0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0513_ROD/PIPE-DEPTH: 7.3  meters
 TJ0513
 TJ0513  HISTORY     - Date     Condition        Report By
 TJ0513  HISTORY     - 1980     MONUMENTED       NGS
 TJ0513
 TJ0513                          STATION DESCRIPTION
 TJ0513
 TJ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0513'14.7 KM (9.15 MI) EAST FROM HINSDALE.
 TJ0513'13.8 KM (8.6 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TJ0513'IN HINSDALE, THENCE 0.9 KM (0.55 MI) SOUTH ALONG A GRAVELED ROAD, AT
 TJ0513'A FIELD ENTRANCE, AT AN IRRIGATION DITCH, 10.1 METERS (33.0 FT) WEST
 TJ0513'OF THE CENTER OF THE ROAD, 8.8 METERS (29.0 FT) SOUTH OF THE CENTER OF
 TJ0513'A GATE, AND 0.5 METERS (1.5 FT) EAST OF A FENCE, NOTE=ACCESS TO THE
 TJ0513'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED
 TJ0513'AT 24.0 FT.
 TJ0513'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TJ0513'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0413 ***********************************************************************
 TH0413  DESIGNATION -  A 542
 TH0413  PID         -  TH0413
 TH0413  STATE/COUNTY-  MT/VALLEY
 TH0413  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0413
 TH0413                         *CURRENT SURVEY CONTROL
 TH0413  ___________________________________________________________________
 TH0413* NAD 83(1986)-  48 04 01.     (N)    105 51 24.     (W)     SCALED    
 TH0413* NAVD 88     -       618.353  (meters)    2028.71   (feet)  ADJUSTED  
 TH0413  ___________________________________________________________________
 TH0413  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TH0413  DYNAMIC HT  -         618.423 (meters)    2028.94  (feet)  COMP
 TH0413  MODELED GRAV-     980,704.4   (mgal)                       NAVD 88
 TH0413
 TH0413  VERT ORDER  -  FIRST     CLASS II
 TH0413
 TH0413.The horizontal coordinates were scaled from a topographic map and have
 TH0413.an estimated accuracy of +/- 6 seconds.
 TH0413
 TH0413.The orthometric height was determined by differential leveling
 TH0413.and adjusted by the National Geodetic Survey in June 1991..
 TH0413
 TH0413.The geoid height was determined by GEOID03.
 TH0413
 TH0413.The dynamic height is computed by dividing the NAVD 88
 TH0413.geopotential number by the normal gravity value computed on the
 TH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0413.degrees latitude (g = 980.6199 gals.).
 TH0413
 TH0413.The modeled gravity was interpolated from observed gravity values.
 TH0413
 TH0413;                    North         East    Units  Estimated Accuracy
 TH0413;SPC MT       -   430,450.      871,320.      MT  (+/- 180 meters Scaled)
 TH0413
 TH0413                          SUPERSEDED SURVEY CONTROL
 TH0413
 TH0413.No superseded survey control is available for this station.
 TH0413
 TH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP361240(NAD 83)
 TH0413_MARKER: I = METAL ROD
 TH0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0413_SP_SET: STAINLESS STEEL ROD
 TH0413_STAMPING: A 542 1980
 TH0413_MARK LOGO: NGS   
 TH0413_PROJECTION: FLUSH
 TH0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0413_ROD/PIPE-DEPTH: 7.3  meters
 TH0413
 TH0413  HISTORY     - Date     Condition        Report By
 TH0413  HISTORY     - 1980     MONUMENTED       NGS
 TH0413
 TH0413                          STATION DESCRIPTION
 TH0413
 TH0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0413'13.8 KM (8.65 MI) EAST FROM FRAZER.
 TH0413'13.8 KM (8.65 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 TH0413'IN FRAZER, 0.6 KM (0.35 MI) EAST OF MILE POST 580, 0.2 KM (0.15 MI)
 TH0413'EAST OF A SIDE ROAD LEADING SOUTHWEST TO OSWEGO, 24.2 METERS (79.5 FT)
 TH0413'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 21.0 METERS
 TH0413'(69.0 FT) NORTHEAST OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT
 TH0413'24.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0413'THE MARK IS 0.4 METERS  NNW FROM  A WITNESS POST AND FENCE
 TH0413'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0440 ***********************************************************************
 TH0440  DESIGNATION -  A 543
 TH0440  PID         -  TH0440
 TH0440  STATE/COUNTY-  MT/ROOSEVELT
 TH0440  USGS QUAD   -  CHELSEA (1972)
 TH0440
 TH0440                         *CURRENT SURVEY CONTROL
 TH0440  ___________________________________________________________________
 TH0440* NAD 83(1986)-  48 07 41.     (N)    105 17 59.     (W)     SCALED    
 TH0440* NAVD 88     -       599.882  (meters)    1968.11   (feet)  ADJUSTED  
 TH0440  ___________________________________________________________________
 TH0440  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 TH0440  DYNAMIC HT  -         599.958 (meters)    1968.36  (feet)  COMP
 TH0440  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 TH0440
 TH0440  VERT ORDER  -  FIRST     CLASS II
 TH0440
 TH0440.The horizontal coordinates were scaled from a topographic map and have
 TH0440.an estimated accuracy of +/- 6 seconds.
 TH0440
 TH0440.The orthometric height was determined by differential leveling
 TH0440.and adjusted by the National Geodetic Survey in June 1991..
 TH0440
 TH0440.The geoid height was determined by GEOID03.
 TH0440
 TH0440.The dynamic height is computed by dividing the NAVD 88
 TH0440.geopotential number by the normal gravity value computed on the
 TH0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0440.degrees latitude (g = 980.6199 gals.).
 TH0440
 TH0440.The modeled gravity was interpolated from observed gravity values.
 TH0440
 TH0440;                    North         East    Units  Estimated Accuracy
 TH0440;SPC MT       -   439,310.      912,390.      MT  (+/- 180 meters Scaled)
 TH0440
 TH0440                          SUPERSEDED SURVEY CONTROL
 TH0440
 TH0440.No superseded survey control is available for this station.
 TH0440
 TH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP776305(NAD 83)
 TH0440_MARKER: I = METAL ROD
 TH0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0440_SP_SET: STAINLESS STEEL ROD
 TH0440_STAMPING: A 543 1980
 TH0440_MARK LOGO: NGS   
 TH0440_PROJECTION: FLUSH
 TH0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0440_ROD/PIPE-DEPTH: 7.3  meters
 TH0440
 TH0440  HISTORY     - Date     Condition        Report By
 TH0440  HISTORY     - 1980     MONUMENTED       NGS
 TH0440
 TH0440                          STATION DESCRIPTION
 TH0440
 TH0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0440'8.2 KM WEST FROM POPLAR.
 TH0440'8.2 KM (5.1 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0440'TRIBAL HEADQUARTERS IN POPLAR, 30.0 METERS (98.4 FT) WEST
 TH0440'OF MILE POST 607, 28.3 METERS (92.2 FT) SOUTH-SOUTHWEST OF THE
 TH0440'CENTERLINE OF THE HIGHWAY, 18.7 METERS (61.5 FT) NORTH-NORTHEAST
 TH0440'OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 2.3
 TH0440'METERS (7.5 FT) SOUTHEAST OF UTILITY POLE NUMBER A 98.
 TH0440'NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM POINT
 TH0440'IS THROUGH A 5-INCH LOGO CAP.
 TH0440'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TH0440'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0450 ***********************************************************************
 TH0450  DESIGNATION -  A 544
 TH0450  PID         -  TH0450
 TH0450  STATE/COUNTY-  MT/ROOSEVELT
 TH0450  USGS QUAD   -  POPLAR (1989)
 TH0450
 TH0450                         *CURRENT SURVEY CONTROL
 TH0450  ___________________________________________________________________
 TH0450* NAD 83(1986)-  48 06 54.     (N)    105 09 53.     (W)     SCALED    
 TH0450* NAVD 88     -       608.358  (meters)    1995.92   (feet)  ADJUSTED  
 TH0450  ___________________________________________________________________
 TH0450  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TH0450  DYNAMIC HT  -         608.433 (meters)    1996.17  (feet)  COMP
 TH0450  MODELED GRAV-     980,716.2   (mgal)                       NAVD 88
 TH0450
 TH0450  VERT ORDER  -  FIRST     CLASS II
 TH0450
 TH0450.The horizontal coordinates were scaled from a topographic map and have
 TH0450.an estimated accuracy of +/- 6 seconds.
 TH0450
 TH0450.The orthometric height was determined by differential leveling
 TH0450.and adjusted by the National Geodetic Survey in June 1991..
 TH0450
 TH0450.The geoid height was determined by GEOID03.
 TH0450
 TH0450.The dynamic height is computed by dividing the NAVD 88
 TH0450.geopotential number by the normal gravity value computed on the
 TH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0450.degrees latitude (g = 980.6199 gals.).
 TH0450
 TH0450.The modeled gravity was interpolated from observed gravity values.
 TH0450
 TH0450;                    North         East    Units  Estimated Accuracy
 TH0450;SPC MT       -   438,410.      922,500.      MT  (+/- 180 meters Scaled)
 TH0450
 TH0450                          SUPERSEDED SURVEY CONTROL
 TH0450
 TH0450.No superseded survey control is available for this station.
 TH0450
 TH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP877290(NAD 83)
 TH0450_MARKER: I = METAL ROD
 TH0450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0450_SP_SET: STAINLESS STEEL ROD
 TH0450_STAMPING: A 544 1980
 TH0450_MARK LOGO: NGS   
 TH0450_PROJECTION: FLUSH
 TH0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0450_ROD/PIPE-DEPTH: 7.3  meters
 TH0450
 TH0450  HISTORY     - Date     Condition        Report By
 TH0450  HISTORY     - 1980     MONUMENTED       NGS
 TH0450
 TH0450                          STATION DESCRIPTION
 TH0450
 TH0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0450'2.1 KM (1.3 MI) EAST FROM POPLAR.
 TH0450'2.1 KM (1.3 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0450'TRIBAL HEADQUARTERS IN POPLAR, 0.2 KM (0.1 MI) EAST OF A SIDE ROAD
 TH0450'LEADING SOUTH, AND 30.6 METERS (100.5 FT) SOUTH OF THE CENTERLINE
 TH0450'OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE
 TH0450'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0450'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 TH0450'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0549 ***********************************************************************
 TH0549  DESIGNATION -  A 545
 TH0549  PID         -  TH0549
 TH0549  STATE/COUNTY-  MT/ROOSEVELT
 TH0549  USGS QUAD   -  MC CABE WEST (1983)
 TH0549
 TH0549                         *CURRENT SURVEY CONTROL
 TH0549  ___________________________________________________________________
 TH0549* NAD 83(1986)-  48 11 23.     (N)    104 29 24.     (W)     SCALED    
 TH0549* NAVD 88     -       684.292  (meters)    2245.05   (feet)  ADJUSTED  
 TH0549  ___________________________________________________________________
 TH0549  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 TH0549  DYNAMIC HT  -         684.380 (meters)    2245.34  (feet)  COMP
 TH0549  MODELED GRAV-     980,717.3   (mgal)                       NAVD 88
 TH0549
 TH0549  VERT ORDER  -  FIRST     CLASS II
 TH0549
 TH0549.The horizontal coordinates were scaled from a topographic map and have
 TH0549.an estimated accuracy of +/- 6 seconds.
 TH0549
 TH0549.The orthometric height was determined by differential leveling
 TH0549.and adjusted by the National Geodetic Survey in June 1991..
 TH0549
 TH0549.The geoid height was determined by GEOID03.
 TH0549
 TH0549.The dynamic height is computed by dividing the NAVD 88
 TH0549.geopotential number by the normal gravity value computed on the
 TH0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0549.degrees latitude (g = 980.6199 gals.).
 TH0549
 TH0549.The modeled gravity was interpolated from observed gravity values.
 TH0549
 TH0549;                    North         East    Units  Estimated Accuracy
 TH0549;SPC MT       -   449,690.      972,100.      MT  (+/- 180 meters Scaled)
 TH0549
 TH0549                          SUPERSEDED SURVEY CONTROL
 TH0549
 TH0549.No superseded survey control is available for this station.
 TH0549
 TH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP379375(NAD 83)
 TH0549_MARKER: I = METAL ROD
 TH0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0549_SP_SET: STAINLESS STEEL ROD
 TH0549_STAMPING: A 545 1980
 TH0549_MARK LOGO: NGS   
 TH0549_PROJECTION: FLUSH
 TH0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0549_ROD/PIPE-DEPTH: 4.9  meters
 TH0549
 TH0549  HISTORY     - Date     Condition        Report By
 TH0549  HISTORY     - 1980     MONUMENTED       NGS
 TH0549
 TH0549                          STATION DESCRIPTION
 TH0549
 TH0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0549'5.1 KM (3.15 MI) NORTH FROM CULBERTSON.
 TH0549'5.1 KM (3.15 MI) NORTH ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 TH0549'U.S. HIGHWAY 2 AND STATE HIGHWAY 16 IN CULBERTSON,
 TH0549'0.6 KM (0.4 MI) NORTH OF MILE POST 86, 23.8
 TH0549'METERS (78.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 TH0549'NOTE=REFUSAL WAS REACHED AT 16.0 FT.  ACCESS TO THE DATUM POINT IS
 TH0549'THROUGH A 5-INCH LOGO CAP.
 TH0549'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 TH0549'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0526 ***********************************************************************
 TH0526  DESIGNATION -  A 547
 TH0526  PID         -  TH0526
 TH0526  STATE/COUNTY-  MT/SHERIDAN
 TH0526  USGS QUAD   -  RESERVE (1988)
 TH0526
 TH0526                         *CURRENT SURVEY CONTROL
 TH0526  ___________________________________________________________________
 TH0526* NAD 83(1986)-  48 30 50.     (N)    104 28 56.     (W)     SCALED    
 TH0526* NAVD 88     -       600.308  (meters)    1969.51   (feet)  ADJUSTED  
 TH0526  ___________________________________________________________________
 TH0526  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 TH0526  DYNAMIC HT  -         600.409 (meters)    1969.84  (feet)  COMP
 TH0526  MODELED GRAV-     980,759.3   (mgal)                       NAVD 88
 TH0526
 TH0526  VERT ORDER  -  FIRST     CLASS II
 TH0526
 TH0526.The horizontal coordinates were scaled from a topographic map and have
 TH0526.an estimated accuracy of +/- 6 seconds.
 TH0526
 TH0526.The orthometric height was determined by differential leveling
 TH0526.and adjusted by the National Geodetic Survey in June 1991..
 TH0526
 TH0526.The geoid height was determined by GEOID03.
 TH0526
 TH0526.The dynamic height is computed by dividing the NAVD 88
 TH0526.geopotential number by the normal gravity value computed on the
 TH0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0526.degrees latitude (g = 980.6199 gals.).
 TH0526
 TH0526.The modeled gravity was interpolated from observed gravity values.
 TH0526
 TH0526;                    North         East    Units  Estimated Accuracy
 TH0526;SPC MT       -   485,680.      970,370.      MT  (+/- 180 meters Scaled)
 TH0526
 TH0526                          SUPERSEDED SURVEY CONTROL
 TH0526
 TH0526.No superseded survey control is available for this station.
 TH0526
 TH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP382735(NAD 83)
 TH0526_MARKER: I = METAL ROD
 TH0526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0526_SP_SET: STAINLESS STEEL ROD
 TH0526_STAMPING: A 547 1981
 TH0526_MARK LOGO: NGS   
 TH0526_PROJECTION: FLUSH
 TH0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0526_ROD/PIPE-DEPTH: 7.3  meters
 TH0526
 TH0526  HISTORY     - Date     Condition        Report By
 TH0526  HISTORY     - 1981     MONUMENTED       NGS
 TH0526
 TH0526                          STATION DESCRIPTION
 TH0526
 TH0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0526'2.5 KM (1.55 MI) NORTH FROM MEDICINE LAKE.
 TH0526'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0526'MEDICINE LAKE, THENCE 1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY
 TH0526'16, 24.2 METERS (79.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 TH0526'18.0 METERS (59.0 FT) WEST OF MILE POST 63, AND 0.6 METER (2.0 FT)
 TH0526'SOUTHEAST OF A WIRE FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 TH0526'THROUGH A 5-INCH LOGO CAP.
 TH0526'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 TH0526'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0501 ***********************************************************************
 TH0501  DESIGNATION -  A 548
 TH0501  PID         -  TH0501
 TH0501  STATE/COUNTY-  MT/SHERIDAN
 TH0501  USGS QUAD   -  PLENTYWOOD (1983)
 TH0501
 TH0501                         *CURRENT SURVEY CONTROL
 TH0501  ___________________________________________________________________
 TH0501* NAD 83(1986)-  48 50 15.     (N)    104 35 00.     (W)     SCALED    
 TH0501* NAVD 88     -       686.577  (meters)    2252.54   (feet)  ADJUSTED  
 TH0501  ___________________________________________________________________
 TH0501  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TH0501  DYNAMIC HT  -         686.699 (meters)    2252.95  (feet)  COMP
 TH0501  MODELED GRAV-     980,765.0   (mgal)                       NAVD 88
 TH0501
 TH0501  VERT ORDER  -  FIRST     CLASS II
 TH0501
 TH0501.The horizontal coordinates were scaled from a topographic map and have
 TH0501.an estimated accuracy of +/- 6 seconds.
 TH0501
 TH0501.The orthometric height was determined by differential leveling
 TH0501.and adjusted by the National Geodetic Survey in June 1991..
 TH0501
 TH0501.The geoid height was determined by GEOID03.
 TH0501
 TH0501.The dynamic height is computed by dividing the NAVD 88
 TH0501.geopotential number by the normal gravity value computed on the
 TH0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0501.degrees latitude (g = 980.6199 gals.).
 TH0501
 TH0501.The modeled gravity was interpolated from observed gravity values.
 TH0501
 TH0501;                    North         East    Units  Estimated Accuracy
 TH0501;SPC MT       -   521,120.      960,660.      MT  (+/- 180 meters Scaled)
 TH0501
 TH0501                          SUPERSEDED SURVEY CONTROL
 TH0501
 TH0501.No superseded survey control is available for this station.
 TH0501
 TH0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ305094(NAD 83)
 TH0501_MARKER: I = METAL ROD
 TH0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0501_SP_SET: STAINLESS STEEL ROD
 TH0501_STAMPING: A 548 1981
 TH0501_MARK LOGO: NGS   
 TH0501_PROJECTION: FLUSH
 TH0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0501_ROD/PIPE-DEPTH: 7.3  meters
 TH0501
 TH0501  HISTORY     - Date     Condition        Report By
 TH0501  HISTORY     - 1981     MONUMENTED       NGS
 TH0501
 TH0501                          STATION DESCRIPTION
 TH0501
 TH0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0501'7.8 KM (4.9 MI) NORTH FROM PLENTYWOOD.
 TH0501'7.8 KM (4.85 MI) NORTHERLY ALONG STATE HIGHWAY 16 FROM THE CITY HALL
 TH0501'IN PLENTYWOOD, AT A DIRT CROSSROADS, 21.9 METERS (72.0 FT) WEST OF
 TH0501'THE CENTERLINE OF THE HIGHWAY, 11.0 METERS (36.0 FT) SOUTH OF THE
 TH0501'ROAD, 3.5 METERS (11.5 FT) SOUTHEAST OF A UTILITY POLE, AND 0.2 METER
 TH0501'(0.5 FT) EAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 TH0501'THROUGH A 5-INCH LOGO CAP.
 TH0501'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 TH0501'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0564 ***********************************************************************
 TH0564  DESIGNATION -  A 549
 TH0564  PID         -  TH0564
 TH0564  STATE/COUNTY-  MT/ROOSEVELT
 TH0564  USGS QUAD   -  BAINVILLE (1983)
 TH0564
 TH0564                         *CURRENT SURVEY CONTROL
 TH0564  ___________________________________________________________________
 TH0564* NAD 83(1986)-  48 08 49.     (N)    104 12 51.     (W)     SCALED    
 TH0564* NAVD 88     -       599.611  (meters)    1967.22   (feet)  ADJUSTED  
 TH0564  ___________________________________________________________________
 TH0564  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 TH0564  DYNAMIC HT  -         599.682 (meters)    1967.46  (feet)  COMP
 TH0564  MODELED GRAV-     980,712.2   (mgal)                       NAVD 88
 TH0564
 TH0564  VERT ORDER  -  FIRST     CLASS II
 TH0564
 TH0564.The horizontal coordinates were scaled from a topographic map and have
 TH0564.an estimated accuracy of +/- 6 seconds.
 TH0564
 TH0564.The orthometric height was determined by differential leveling
 TH0564.and adjusted by the National Geodetic Survey in June 1991..
 TH0564
 TH0564.The geoid height was determined by GEOID03.
 TH0564
 TH0564.The dynamic height is computed by dividing the NAVD 88
 TH0564.geopotential number by the normal gravity value computed on the
 TH0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0564.degrees latitude (g = 980.6199 gals.).
 TH0564
 TH0564.The modeled gravity was interpolated from observed gravity values.
 TH0564
 TH0564;                    North         East    Units  Estimated Accuracy
 TH0564;SPC MT       -   446,290.      992,880.      MT  (+/- 180 meters Scaled)
 TH0564
 TH0564                          SUPERSEDED SURVEY CONTROL
 TH0564
 TH0564.No superseded survey control is available for this station.
 TH0564
 TH0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP584329(NAD 83)
 TH0564_MARKER: I = METAL ROD
 TH0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0564_SP_SET: STAINLESS STEEL ROD
 TH0564_STAMPING: A 549 1981
 TH0564_MARK LOGO: NGS   
 TH0564_PROJECTION: FLUSH
 TH0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0564_ROD/PIPE-DEPTH: 11.0 meters
 TH0564
 TH0564  HISTORY     - Date     Condition        Report By
 TH0564  HISTORY     - 1981     MONUMENTED       NGS
 TH0564
 TH0564                          STATION DESCRIPTION
 TH0564
 TH0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0564'23.3 KM (14.5 MI) EAST FROM CULBERTSON.
 TH0564'23.3 KM (14.5 MI) EASTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0564'WITH STATE HIGHWAY 16 IN CULBERTSON, 28.7 METERS (94.0 FT) EAST OF THE
 TH0564'CENTER OF STATE HIGHWAY 405, 27.4 METERS (90.0 FT) NORTH OF THE
 TH0564'CENTERLINE OF THE HIGHWAY, 7.5 METERS (24.5 FT) EAST OF A FENCE
 TH0564'CORNER AND 0.3 METER (1.0 FT) SOUTH OF A WIRE FENCE.  NOTE=ACCESS TO
 TH0564'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0564'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TH0564'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0006 ***********************************************************************
 SU0006  DESIGNATION -  A 55
 SU0006  PID         -  SU0006
 SU0006  STATE/COUNTY-  MT/LAKE
 SU0006  USGS QUAD   -  ROLLINS (1994)
 SU0006
 SU0006                         *CURRENT SURVEY CONTROL
 SU0006  ___________________________________________________________________
 SU0006* NAD 83(1986)-  47 52 35.     (N)    114 13 16.     (W)     SCALED    
 SU0006* NAVD 88     -       917.568  (meters)    3010.39   (feet)  ADJUSTED  
 SU0006  ___________________________________________________________________
 SU0006  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU0006  DYNAMIC HT  -         917.551 (meters)    3010.33  (feet)  COMP
 SU0006  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 SU0006
 SU0006  VERT ORDER  -  FIRST     CLASS II
 SU0006
 SU0006.The horizontal coordinates were scaled from a topographic map and have
 SU0006.an estimated accuracy of +/- 6 seconds.
 SU0006
 SU0006.The orthometric height was determined by differential leveling
 SU0006.and adjusted by the National Geodetic Survey in June 1991..
 SU0006
 SU0006.The geoid height was determined by GEOID03.
 SU0006
 SU0006.The dynamic height is computed by dividing the NAVD 88
 SU0006.geopotential number by the normal gravity value computed on the
 SU0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0006.degrees latitude (g = 980.6199 gals.).
 SU0006
 SU0006.The modeled gravity was interpolated from observed gravity values.
 SU0006
 SU0006;                    North         East    Units  Estimated Accuracy
 SU0006;SPC MT       -   413,590.      247,230.      MT  (+/- 180 meters Scaled)
 SU0006
 SU0006                          SUPERSEDED SURVEY CONTROL
 SU0006
 SU0006  NGVD 29 (??/??/92)  916.473  (m)         3006.80   (f) ADJ UNCH    1 2
 SU0006
 SU0006.Superseded values are not recommended for survey control.
 SU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0006.See file dsdata.txt to determine how the superseded data were derived.
 SU0006
 SU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP077063(NAD 83)
 SU0006_MARKER: DB = BENCH MARK DISK
 SU0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0006_STAMPING: A 55 1933
 SU0006_PROJECTION: PROJECTING 10 CENTIMETERS
 SU0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0006+STABILITY: SURFACE MOTION
 SU0006
 SU0006  HISTORY     - Date     Condition        Report By
 SU0006  HISTORY     - 1933     MONUMENTED       CGS
 SU0006  HISTORY     - 1979     GOOD             NGS
 SU0006
 SU0006                          STATION DESCRIPTION
 SU0006
 SU0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0006'3.1 MI SW FROM ROLLINS.
 SU0006'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT
 SU0006'ROLLINS, LAKE COUNTY, 0.5 MILE SOUTH OF A ROAD LEADING TO THE F.H.
 SU0006'COATES PLACE IN 1933, NEAR THE TOP OF A HILL, AT A CURVE IN THE
 SU0006'HIGHWAY, AT A SMALL ANGLE IN THE RIGHT-OF-WAY FENCE, 233 FEET NORTH OF
 SU0006'THE CORNER OF THE OFFSET IN THE FENCE, AND 38 FEET EAST OF THE
 SU0006'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 55 1933 AND SET
 SU0006'IN THE TOP OF A CONCRETE POST.
 SU0006
 SU0006                          STATION RECOVERY (1979)
 SU0006
 SU0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0006'2.15 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0006'ROLLINS, 2.95 MILES NORTHEAST OF DAYTON, AT THE NORTHEAST END OF A
 SU0006'CUT BANK AND ON THE OUTSIDE OF A CURVE, 233 FEET NORTHEAST OF AN
 SU0006'OFFSET IN THE FENCE, 38 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SU0006'HIGHWAY, 10 FEET NORTHEAST OF AN 8-INCH APPLE TREE AND 2 FEET
 SU0006'NORTHWEST OF THE RIGHT OF WAY FENCE. NOTE--THIS MARK IS TO BE
 SU0006'DESTROYED IN THE NEXT 15 YEARS.
 SU0006'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 SU0006'THE MARK IS 6 FT BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0279 ***********************************************************************
 SP0279  DESIGNATION -  A 550
 SP0279  PID         -  SP0279
 SP0279  STATE/COUNTY-  MT/RICHLAND
 SP0279  USGS QUAD   -  KNIFE RIVER MINE (1974)
 SP0279
 SP0279                         *CURRENT SURVEY CONTROL
 SP0279  ___________________________________________________________________
 SP0279* NAD 83(1986)-  47 23 57.     (N)    104 23 34.     (W)     SCALED    
 SP0279* NAVD 88     -       622.866  (meters)    2043.52   (feet)  ADJUSTED  
 SP0279  ___________________________________________________________________
 SP0279  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 SP0279  DYNAMIC HT  -         622.909 (meters)    2043.66  (feet)  COMP
 SP0279  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 SP0279
 SP0279  VERT ORDER  -  FIRST     CLASS II
 SP0279
 SP0279.The horizontal coordinates were scaled from a topographic map and have
 SP0279.an estimated accuracy of +/- 6 seconds.
 SP0279
 SP0279.The orthometric height was determined by differential leveling
 SP0279.and adjusted by the National Geodetic Survey in June 1991..
 SP0279
 SP0279.The geoid height was determined by GEOID03.
 SP0279
 SP0279.The dynamic height is computed by dividing the NAVD 88
 SP0279.geopotential number by the normal gravity value computed on the
 SP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0279.degrees latitude (g = 980.6199 gals.).
 SP0279
 SP0279.The modeled gravity was interpolated from observed gravity values.
 SP0279
 SP0279;                    North         East    Units  Estimated Accuracy
 SP0279;SPC MT       -   362,490.      985,030.      MT  (+/- 180 meters Scaled)
 SP0279
 SP0279                          SUPERSEDED SURVEY CONTROL
 SP0279
 SP0279.No superseded survey control is available for this station.
 SP0279
 SP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN458497(NAD 83)
 SP0279_MARKER: DB = BENCH MARK DISK
 SP0279_SETTING: 66 = SET IN ROCK OUTCROP
 SP0279_SP_SET: ROCK OUTCROP
 SP0279_STAMPING: A 550 1981
 SP0279_MARK LOGO: NGS   
 SP0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SP0279+STABILITY: POSITION/ELEVATION WELL
 SP0279
 SP0279  HISTORY     - Date     Condition        Report By
 SP0279  HISTORY     - 1981     MONUMENTED       NGS
 SP0279
 SP0279                          STATION DESCRIPTION
 SP0279
 SP0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0279'7.5 KM (4.65 MI) SW FROM SAVAGE.
 SP0279'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0279'SAVAGE, THENCE 7.1 KM (4.4 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 16,
 SP0279'IN TOP OF A 4 BY 12 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 14.9
 SP0279'METERS (49.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 SP0279'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 SP0279'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0255 ***********************************************************************
 SP0255  DESIGNATION -  A 551
 SP0255  PID         -  SP0255
 SP0255  STATE/COUNTY-  MT/DAWSON
 SP0255  USGS QUAD   -  STIPEK (1967)
 SP0255
 SP0255                         *CURRENT SURVEY CONTROL
 SP0255  ___________________________________________________________________
 SP0255* NAD 83(1986)-  47 08 33.     (N)    104 42 44.     (W)     SCALED    
 SP0255* NAVD 88     -       645.476  (meters)    2117.70   (feet)  ADJUSTED  
 SP0255  ___________________________________________________________________
 SP0255  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SP0255  DYNAMIC HT  -         645.497 (meters)    2117.77  (feet)  COMP
 SP0255  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 SP0255
 SP0255  VERT ORDER  -  FIRST     CLASS II
 SP0255
 SP0255.The horizontal coordinates were scaled from a topographic map and have
 SP0255.an estimated accuracy of +/- 6 seconds.
 SP0255
 SP0255.The orthometric height was determined by differential leveling
 SP0255.and adjusted by the National Geodetic Survey in June 1991..
 SP0255
 SP0255.The geoid height was determined by GEOID03.
 SP0255
 SP0255.The dynamic height is computed by dividing the NAVD 88
 SP0255.geopotential number by the normal gravity value computed on the
 SP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0255.degrees latitude (g = 980.6199 gals.).
 SP0255
 SP0255.The modeled gravity was interpolated from observed gravity values.
 SP0255
 SP0255;                    North         East    Units  Estimated Accuracy
 SP0255;SPC MT       -   332,500.      962,720.      MT  (+/- 180 meters Scaled)
 SP0255
 SP0255                          SUPERSEDED SURVEY CONTROL
 SP0255
 SP0255.No superseded survey control is available for this station.
 SP0255
 SP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN218210(NAD 83)
 SP0255_MARKER: I = METAL ROD
 SP0255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0255_SP_SET: STAINLESS STEEL ROD
 SP0255_STAMPING: A 551 1981
 SP0255_MARK LOGO: NGS   
 SP0255_PROJECTION: FLUSH
 SP0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0255_ROD/PIPE-DEPTH: 6.1  meters
 SP0255
 SP0255  HISTORY     - Date     Condition        Report By
 SP0255  HISTORY     - 1981     MONUMENTED       NGS
 SP0255
 SP0255                          STATION DESCRIPTION
 SP0255
 SP0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0255'6.4 KM (4.0 MI) NE FROM GLENDIVE.
 SP0255'0.2 KM (0.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 10 FROM THE BURLINGTON
 SP0255'NORTHERN RAILROAD STATION IN GLENDIVE, THENCE 1.8 KM (1.1 MI) WEST
 SP0255'ALONG U.S. HIGHWAY 10 AND STATE HIGHWAYS 16 AND 20, THENCE 4.5 KM (2.8
 SP0255'MI) NORTHEASTERLY ALONG STATE HIGHWAY 16, 23.7 METERS (78.0 FT)
 SP0255'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.3 METERS (60.0 FT)
 SP0255'SOUTHWEST OF A FENCE CORNER, 15.2 METERS (50.0 FT) WEST-SOUTHWEST OF A
 SP0255'GRAVELED ROAD LEADING WEST AND 0.3 METER (1.0 FT) SOUTHEAST OF A
 SP0255'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0255'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 SP0255'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0367 ***********************************************************************
 RT0367  DESIGNATION -  A 552
 RT0367  PID         -  RT0367
 RT0367  STATE/COUNTY-  MT/CUSTER
 RT0367  USGS QUAD   -  MILES CITY (1980)
 RT0367
 RT0367                         *CURRENT SURVEY CONTROL
 RT0367  ___________________________________________________________________
 RT0367* NAD 83(1986)-  46 27 22.     (N)    105 47 00.     (W)     SCALED    
 RT0367* NAVD 88     -       718.927  (meters)    2358.68   (feet)  ADJUSTED  
 RT0367  ___________________________________________________________________
 RT0367  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0367  DYNAMIC HT  -         718.881 (meters)    2358.53  (feet)  COMP
 RT0367  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 RT0367
 RT0367  VERT ORDER  -  FIRST     CLASS II
 RT0367
 RT0367.The horizontal coordinates were scaled from a topographic map and have
 RT0367.an estimated accuracy of +/- 6 seconds.
 RT0367
 RT0367.The orthometric height was determined by differential leveling
 RT0367.and adjusted by the National Geodetic Survey in June 1991..
 RT0367
 RT0367.The geoid height was determined by GEOID03.
 RT0367
 RT0367.The dynamic height is computed by dividing the NAVD 88
 RT0367.geopotential number by the normal gravity value computed on the
 RT0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0367.degrees latitude (g = 980.6199 gals.).
 RT0367
 RT0367.The modeled gravity was interpolated from observed gravity values.
 RT0367
 RT0367;                    North         East    Units  Estimated Accuracy
 RT0367;SPC MT       -   251,920.      885,260.      MT  (+/- 180 meters Scaled)
 RT0367
 RT0367                          SUPERSEDED SURVEY CONTROL
 RT0367
 RT0367.No superseded survey control is available for this station.
 RT0367
 RT0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM398450(NAD 83)
 RT0367_MARKER: I = METAL ROD
 RT0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0367_SP_SET: STAINLESS STEEL ROD
 RT0367_STAMPING: A 552 1981
 RT0367_MARK LOGO: NGS   
 RT0367_PROJECTION: FLUSH
 RT0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0367_ROD/PIPE-DEPTH: 8.5  meters
 RT0367
 RT0367  HISTORY     - Date     Condition        Report By
 RT0367  HISTORY     - 1981     MONUMENTED       NGS
 RT0367
 RT0367                          STATION DESCRIPTION
 RT0367
 RT0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0367'7.7 KM (4.8 MI) NE FROM MILES CITY.
 RT0367'7.7 KM (4.8 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0367'FROM THE RAILROAD STATION IN MILES CITY, 29.0 METERS (95.0 FT)
 RT0367'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 10, 16.9 METERS (55.6 FT)
 RT0367'SOUTHEAST OF THE NEAR RAIL AND 1.6 METERS (5.1 FT) NORTHEAST OF A
 RT0367'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RT0367'CAP.
 RT0367'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RT0367'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0395 ***********************************************************************
 QW0395  DESIGNATION -  A 553
 QW0395  PID         -  QW0395
 QW0395  STATE/COUNTY-  MT/YELLOWSTONE
 QW0395  USGS QUAD   -  MOSSMAIN (1969)
 QW0395
 QW0395                         *CURRENT SURVEY CONTROL
 QW0395  ___________________________________________________________________
 QW0395* NAD 83(1986)-  45 41 23.     (N)    108 41 27.     (W)     SCALED    
 QW0395* NAVD 88     -       989.150  (meters)    3245.24   (feet)  ADJUSTED  
 QW0395  ___________________________________________________________________
 QW0395  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 QW0395  DYNAMIC HT  -         988.934 (meters)    3244.53  (feet)  COMP
 QW0395  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 QW0395
 QW0395  VERT ORDER  -  FIRST     CLASS II
 QW0395
 QW0395.The horizontal coordinates were scaled from a topographic map and have
 QW0395.an estimated accuracy of +/- 6 seconds.
 QW0395
 QW0395.The orthometric height was determined by differential leveling
 QW0395.and adjusted by the National Geodetic Survey in June 1991..
 QW0395
 QW0395.The geoid height was determined by GEOID03.
 QW0395
 QW0395.The dynamic height is computed by dividing the NAVD 88
 QW0395.geopotential number by the normal gravity value computed on the
 QW0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0395.degrees latitude (g = 980.6199 gals.).
 QW0395
 QW0395.The modeled gravity was interpolated from observed gravity values.
 QW0395
 QW0395;                    North         East    Units  Estimated Accuracy
 QW0395;SPC MT       -   160,330.      663,010.      MT  (+/- 180 meters Scaled)
 QW0395
 QW0395                          SUPERSEDED SURVEY CONTROL
 QW0395
 QW0395.No superseded survey control is available for this station.
 QW0395
 QW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR798621(NAD 83)
 QW0395_MARKER: I = METAL ROD
 QW0395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0395_SP_SET: STAINLESS STEEL ROD
 QW0395_STAMPING: A 553 1981
 QW0395_MARK LOGO: NGS   
 QW0395_PROJECTION: FLUSH
 QW0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0395_ROD/PIPE-DEPTH: 10.1 meters
 QW0395
 QW0395  HISTORY     - Date     Condition        Report By
 QW0395  HISTORY     - 1981     MONUMENTED       NGS
 QW0395
 QW0395                          STATION DESCRIPTION
 QW0395
 QW0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0395'6.4 KM (3.95 MI) NE FROM LAUREL.
 QW0395'6.4 KM (3.95 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0395'FROM THE RAILROAD STATION IN LAUREL, 0.3 KM (0.2 MI) SOUTHWEST OF A
 QW0395'HIGHWAY WEIGH STATION, 0.2 KM (0.1 MI) NORTHEAST OF A SIGN (EXIT 437 E
 QW0395'LAUREL 1/2 MILE), 121.9 METERS (400.0 FT) SOUTHEAST OF THE NEAR RAIL,
 QW0395'AND 18.1 METERS (59.5 FT) NORTHWEST OF THE CENTERLINE OF THE WEST
 QW0395'BOUND LANES OF INTERSTATE HIGHWAY 90.  NOTE=ACCESS TO THE DATUM POINT
 QW0395'IS THROUGH A 5-INCH LOGO CAP.
 QW0395'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 QW0395'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0413 ***********************************************************************
 RU0413  DESIGNATION -  A 554
 RU0413  PID         -  RU0413
 RU0413  STATE/COUNTY-  MT/YELLOWSTONE
 RU0413  USGS QUAD   -  WACO (1980)
 RU0413
 RU0413                         *CURRENT SURVEY CONTROL
 RU0413  ___________________________________________________________________
 RU0413* NAD 83(1986)-  46 03 46.     (N)    107 43 30.     (W)     SCALED    
 RU0413* NAVD 88     -       866.230  (meters)    2841.96   (feet)  ADJUSTED  
 RU0413  ___________________________________________________________________
 RU0413  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 RU0413  DYNAMIC HT  -         866.092 (meters)    2841.50  (feet)  COMP
 RU0413  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 RU0413
 RU0413  VERT ORDER  -  FIRST     CLASS II
 RU0413
 RU0413.The horizontal coordinates were scaled from a topographic map and have
 RU0413.an estimated accuracy of +/- 6 seconds.
 RU0413
 RU0413.The orthometric height was determined by differential leveling
 RU0413.and adjusted by the National Geodetic Survey in June 1991..
 RU0413
 RU0413.The geoid height was determined by GEOID03.
 RU0413
 RU0413.The dynamic height is computed by dividing the NAVD 88
 RU0413.geopotential number by the normal gravity value computed on the
 RU0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0413.degrees latitude (g = 980.6199 gals.).
 RU0413
 RU0413.The modeled gravity was interpolated from observed gravity values.
 RU0413
 RU0413;                    North         East    Units  Estimated Accuracy
 RU0413;SPC MT       -   203,010.      737,270.      MT  (+/- 180 meters Scaled)
 RU0413
 RU0413                          SUPERSEDED SURVEY CONTROL
 RU0413
 RU0413.No superseded survey control is available for this station.
 RU0413
 RU0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM892046(NAD 83)
 RU0413_MARKER: I = METAL ROD
 RU0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0413_SP_SET: STAINLESS STEEL ROD
 RU0413_STAMPING: A 554 1981
 RU0413_MARK LOGO: NGS   
 RU0413_PROJECTION: FLUSH
 RU0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0413_ROD/PIPE-DEPTH: 8.2  meters
 RU0413
 RU0413  HISTORY     - Date     Condition        Report By
 RU0413  HISTORY     - 1981     MONUMENTED       NGS
 RU0413
 RU0413                          STATION DESCRIPTION
 RU0413
 RU0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0413'15.6 KM (9.7 MI) SW FROM CUSTER.
 RU0413'13.3 KM (8.25 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0413'FROM THE RAILROAD STATION IN CUSTER, THENCE 0.2 KM (0.1 MI) SOUTH
 RU0413'ALONG A GRAVELED ROAD, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG
 RU0413'U.S. HIGHWAYS 10 AND 312, 0.3 KM (0.2 MI) NORTHEAST OF HIGHWAY MILE
 RU0413'POST 508, 20.8 METERS (68.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 RU0413'HIGHWAY, 4.4 METERS (14.5 FT) NORTHEAST OF THE CENTER OF A GATE AND A
 RU0413'FIELD ENTRANCE ROAD, AND 2.2 METERS (7.2 FT) NORTHEAST OF A FENCE
 RU0413'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0413'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 RU0413'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0437 ***********************************************************************
 RU0437  DESIGNATION -  A 555
 RU0437  PID         -  RU0437
 RU0437  STATE/COUNTY-  MT/TREASURE
 RU0437  USGS QUAD   -  ELDERING RANCH (1980)
 RU0437
 RU0437                         *CURRENT SURVEY CONTROL
 RU0437  ___________________________________________________________________
 RU0437* NAD 83(1986)-  46 12 53.     (N)    107 15 09.     (W)     SCALED    
 RU0437* NAVD 88     -       892.809  (meters)    2929.16   (feet)  ADJUSTED  
 RU0437  ___________________________________________________________________
 RU0437  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 RU0437  DYNAMIC HT  -         892.689 (meters)    2928.76  (feet)  COMP
 RU0437  MODELED GRAV-     980,450.6   (mgal)                       NAVD 88
 RU0437
 RU0437  VERT ORDER  -  FIRST     CLASS II
 RU0437
 RU0437.The horizontal coordinates were scaled from a topographic map and have
 RU0437.an estimated accuracy of +/- 6 seconds.
 RU0437
 RU0437.The orthometric height was determined by differential leveling
 RU0437.and adjusted by the National Geodetic Survey in June 1991..
 RU0437
 RU0437.The geoid height was determined by GEOID03.
 RU0437
 RU0437.The dynamic height is computed by dividing the NAVD 88
 RU0437.geopotential number by the normal gravity value computed on the
 RU0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0437.degrees latitude (g = 980.6199 gals.).
 RU0437
 RU0437.The modeled gravity was interpolated from observed gravity values.
 RU0437
 RU0437;                    North         East    Units  Estimated Accuracy
 RU0437;SPC MT       -   220,820.      773,310.      MT  (+/- 180 meters Scaled)
 RU0437
 RU0437                          SUPERSEDED SURVEY CONTROL
 RU0437
 RU0437.No superseded survey control is available for this station.
 RU0437
 RU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM262203(NAD 83)
 RU0437_MARKER: I = METAL ROD
 RU0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0437_SP_SET: STAINLESS STEEL ROD
 RU0437_STAMPING: A 555 1981
 RU0437_MARK LOGO: NGS   
 RU0437_PROJECTION: FLUSH
 RU0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0437_ROD/PIPE-DEPTH: 8.5  meters
 RU0437
 RU0437  HISTORY     - Date     Condition        Report By
 RU0437  HISTORY     - 1981     MONUMENTED       NGS
 RU0437
 RU0437                          STATION DESCRIPTION
 RU0437
 RU0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0437'10.9 KM (6.75 MI) SW FROM HYSHAM.
 RU0437'1.0 KM (0.6 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0437'THE RAILROAD STATION IN HYSHAM, THENCE 4.1 KM (2.55 MI) SOUTH ALONG A
 RU0437'PAVED ROAD, THENCE 5.8 KM (3.6 MI) SOUTHWESTERLY ALONG INTERSTATE
 RU0437'HIGHWAY 94, 0.6 KM (0.35 MI) NORTHEAST OF MILE POST 64, 0.6 KM (0.4
 RU0437'MI) SOUTHWEST OF A REST AREA, AND 31.1 METERS (102.0 FT)
 RU0437'EAST-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 RU0437'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0437'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 RU0437'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0462 ***********************************************************************
 RU0462  DESIGNATION -  A 556
 RU0462  PID         -  RU0462
 RU0462  STATE/COUNTY-  MT/ROSEBUD
 RU0462  USGS QUAD   -  ROSEBUD (1968)
 RU0462
 RU0462                         *CURRENT SURVEY CONTROL
 RU0462  ___________________________________________________________________
 RU0462* NAD 83(1986)-  46 16 13.     (N)    106 27 59.     (W)     SCALED    
 RU0462* NAVD 88     -       768.579  (meters)    2521.58   (feet)  ADJUSTED  
 RU0462  ___________________________________________________________________
 RU0462  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 RU0462  DYNAMIC HT  -         768.509 (meters)    2521.35  (feet)  COMP
 RU0462  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 RU0462
 RU0462  VERT ORDER  -  FIRST     CLASS II
 RU0462
 RU0462.The horizontal coordinates were scaled from a topographic map and have
 RU0462.an estimated accuracy of +/- 6 seconds.
 RU0462
 RU0462.The orthometric height was determined by differential leveling
 RU0462.and adjusted by the National Geodetic Survey in June 1991..
 RU0462
 RU0462.The geoid height was determined by GEOID03.
 RU0462
 RU0462.The dynamic height is computed by dividing the NAVD 88
 RU0462.geopotential number by the normal gravity value computed on the
 RU0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0462.degrees latitude (g = 980.6199 gals.).
 RU0462
 RU0462.The modeled gravity was interpolated from observed gravity values.
 RU0462
 RU0462;                    North         East    Units  Estimated Accuracy
 RU0462;SPC MT       -   229,030.      833,670.      MT  (+/- 180 meters Scaled)
 RU0462
 RU0462                          SUPERSEDED SURVEY CONTROL
 RU0462
 RU0462.No superseded survey control is available for this station.
 RU0462
 RU0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM870251(NAD 83)
 RU0462_MARKER: I = METAL ROD
 RU0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0462_SP_SET: STAINLESS STEEL ROD
 RU0462_STAMPING: A 556 1981
 RU0462_MARK LOGO: NGS   
 RU0462_PROJECTION: FLUSH
 RU0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0462_ROD/PIPE-DEPTH: 8.5  meters
 RU0462
 RU0462  HISTORY     - Date     Condition        Report By
 RU0462  HISTORY     - 1981     MONUMENTED       NGS
 RU0462
 RU0462                          STATION DESCRIPTION
 RU0462
 RU0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0462'2.2 KM (1.3 MI) WEST FROM ROSEBUD.
 RU0462'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0462'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 1.8
 RU0462'KM (1.1 MI) WESTERLY ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0462'ROAD), 0.2 KM (0.1 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 446, 49.4
 RU0462'METERS (162.0 FT) EAST OF A FENCE CORNER, 17.1 METERS (56.2 FT) SOUTH
 RU0462'OF THE CENTERLINE OF THE HIGHWAY, AND 3.2 METERS (10.5 FT) EAST OF THE
 RU0462'CENTER OF A FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 RU0462'THROUGH A 5-INCH LOGO CAP.
 RU0462'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 RU0462'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0400 ***********************************************************************
 RT0400  DESIGNATION -  A 557
 RT0400  PID         -  RT0400
 RT0400  STATE/COUNTY-  MT/CUSTER
 RT0400  USGS QUAD   -  LIGNITE CREEK (1980)
 RT0400
 RT0400                         *CURRENT SURVEY CONTROL
 RT0400  ___________________________________________________________________
 RT0400* NAD 83(1986)-  46 21 55.     (N)    105 53 27.     (W)     SCALED    
 RT0400* NAVD 88     -       726.236  (meters)    2382.66   (feet)  ADJUSTED  
 RT0400  ___________________________________________________________________
 RT0400  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RT0400  DYNAMIC HT  -         726.181 (meters)    2382.48  (feet)  COMP
 RT0400  MODELED GRAV-     980,514.8   (mgal)                       NAVD 88
 RT0400
 RT0400  VERT ORDER  -  FIRST     CLASS II
 RT0400
 RT0400.The horizontal coordinates were scaled from a topographic map and have
 RT0400.an estimated accuracy of +/- 6 seconds.
 RT0400
 RT0400.The orthometric height was determined by differential leveling
 RT0400.and adjusted by the National Geodetic Survey in June 1991..
 RT0400
 RT0400.The geoid height was determined by GEOID03.
 RT0400
 RT0400.The dynamic height is computed by dividing the NAVD 88
 RT0400.geopotential number by the normal gravity value computed on the
 RT0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0400.degrees latitude (g = 980.6199 gals.).
 RT0400
 RT0400.The modeled gravity was interpolated from observed gravity values.
 RT0400
 RT0400;                    North         East    Units  Estimated Accuracy
 RT0400;SPC MT       -   241,450.      877,480.      MT  (+/- 180 meters Scaled)
 RT0400
 RT0400                          SUPERSEDED SURVEY CONTROL
 RT0400
 RT0400.No superseded survey control is available for this station.
 RT0400
 RT0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM314350(NAD 83)
 RT0400_MARKER: I = METAL ROD
 RT0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0400_SP_SET: STAINLESS STEEL ROD
 RT0400_STAMPING: A 557 1981
 RT0400_MARK LOGO: NGS   
 RT0400_PROJECTION: FLUSH
 RT0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0400_ROD/PIPE-DEPTH: 10.0 meters
 RT0400
 RT0400  HISTORY     - Date     Condition        Report By
 RT0400  HISTORY     - 1981     MONUMENTED       NGS
 RT0400
 RT0400                          STATION DESCRIPTION
 RT0400
 RT0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0400'5.7 KM (3.55 MI) SW FROM MILES CITY.
 RT0400'2.6 KM (1.6 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0400'FROM THE RAILROAD STATION IN MILES CITY, THENCE 1.4 KM (0.9 MI) SOUTH
 RT0400'ALONG U.S. HIGHWAYS 10, 12 AND 312, THENCE 1.7 KM (1.05MI)
 RT0400'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 94, 0.7 KM (0.45 MI) NORTHEAST
 RT0400'OF MILE POST 134, 37.0 METERS (121.0 FT) SOUTHWEST OF A FENCE CORNER,
 RT0400'AND 30.0 METERS (99.8 FT) NORTHWEST OF THE CENTERLINE OF THE WEST
 RT0400'BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 RT0400'A 5-INCH LOGO CAP.
 RT0400'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 RT0400'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0330 ***********************************************************************
 SP0330  DESIGNATION -  A 558
 SP0330  PID         -  SP0330
 SP0330  STATE/COUNTY-  MT/DAWSON
 SP0330  USGS QUAD   -  CLUSTER BUTTES SW (1982)
 SP0330
 SP0330                         *CURRENT SURVEY CONTROL
 SP0330  ___________________________________________________________________
 SP0330* NAD 83(1986)-  47 04 15.     (N)    104 28 46.     (W)     SCALED    
 SP0330* NAVD 88     -       760.246  (meters)    2494.24   (feet)  ADJUSTED  
 SP0330  ___________________________________________________________________
 SP0330  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 SP0330  DYNAMIC HT  -         760.263 (meters)    2494.30  (feet)  COMP
 SP0330  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 SP0330
 SP0330  VERT ORDER  -  FIRST     CLASS II
 SP0330
 SP0330.The horizontal coordinates were scaled from a topographic map and have
 SP0330.an estimated accuracy of +/- 6 seconds.
 SP0330
 SP0330.The orthometric height was determined by differential leveling
 SP0330.and adjusted by the National Geodetic Survey in June 1991..
 SP0330
 SP0330.The geoid height was determined by GEOID03.
 SP0330
 SP0330.The dynamic height is computed by dividing the NAVD 88
 SP0330.geopotential number by the normal gravity value computed on the
 SP0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0330.degrees latitude (g = 980.6199 gals.).
 SP0330
 SP0330.The modeled gravity was interpolated from observed gravity values.
 SP0330
 SP0330;                    North         East    Units  Estimated Accuracy
 SP0330;SPC MT       -   325,660.      980,850.      MT  (+/- 180 meters Scaled)
 SP0330
 SP0330                          SUPERSEDED SURVEY CONTROL
 SP0330
 SP0330.No superseded survey control is available for this station.
 SP0330
 SP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN395131(NAD 83)
 SP0330_MARKER: I = METAL ROD
 SP0330_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0330_SP_SET: STAINLESS STEEL ROD
 SP0330_STAMPING: A 558 1982
 SP0330_MARK LOGO: NGS   
 SP0330_PROJECTION: FLUSH
 SP0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0330_ROD/PIPE-DEPTH: 6.1  meters
 SP0330
 SP0330  HISTORY     - Date     Condition        Report By
 SP0330  HISTORY     - 1982     MONUMENTED       NGS
 SP0330
 SP0330                          STATION DESCRIPTION
 SP0330
 SP0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SP0330'18.2 KM (11.3 MI) EAST FROM GLENDIVE.
 SP0330'18.2 KM (11.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 SP0330'JUNCTION WITH U. S. HIGHWAY 10 (INTERSTATE HIGHWAY 94 BUSINESS) AT THE
 SP0330'NORTHEAST EDGE OF GLENDIVE, 0.3 KM (0.2 MI) WEST OF MILEPOST 227, 58.2
 SP0330'METERS (190.9 FT) SOUTHEAST OF THE EAST END OF A GUARDRAIL, 40.5
 SP0330'METERS (132.9 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 SP0330'OF THE HIGHWAY AND 21.3 METERS (69.9 FT) SOUTHWEST OF THE SOUTHWEST
 SP0330'END OF AN 18-INCH METAL PIPE CULVERT.  NOTE=ACCESS TO THE DATUM POINT
 SP0330'IS THROUGH A 5-INCH LOGO CAP.
 SP0330'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 SP0330'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0519 ***********************************************************************
 QX0519  DESIGNATION -  A 559
 QX0519  PID         -  QX0519
 QX0519  STATE/COUNTY-  MT/PARK
 QX0519  USGS QUAD   -  ELTON (1981)
 QX0519
 QX0519                         *CURRENT SURVEY CONTROL
 QX0519  ___________________________________________________________________
 QX0519* NAD 83(1986)-  45 41 47.     (N)    110 18 38.     (W)     SCALED    
 QX0519* NAVD 88     -      1308.110  (meters)    4291.69   (feet)  ADJUSTED  
 QX0519  ___________________________________________________________________
 QX0519  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 QX0519  DYNAMIC HT  -        1307.693 (meters)    4290.32  (feet)  COMP
 QX0519  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 QX0519
 QX0519  VERT ORDER  -  FIRST     CLASS II
 QX0519
 QX0519.The horizontal coordinates were scaled from a topographic map and have
 QX0519.an estimated accuracy of +/- 6 seconds.
 QX0519
 QX0519.The orthometric height was determined by differential leveling
 QX0519.and adjusted by the National Geodetic Survey in June 1991..
 QX0519
 QX0519.The geoid height was determined by GEOID03.
 QX0519
 QX0519.The dynamic height is computed by dividing the NAVD 88
 QX0519.geopotential number by the normal gravity value computed on the
 QX0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0519.degrees latitude (g = 980.6199 gals.).
 QX0519
 QX0519.The modeled gravity was interpolated from observed gravity values.
 QX0519
 QX0519;                    North         East    Units  Estimated Accuracy
 QX0519;SPC MT       -   161,070.      536,890.      MT  (+/- 180 meters Scaled)
 QX0519
 QX0519                          SUPERSEDED SURVEY CONTROL
 QX0519
 QX0519.No superseded survey control is available for this station.
 QX0519
 QX0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR536605(NAD 83)
 QX0519_MARKER: I = METAL ROD
 QX0519_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QX0519+WITH SETTING: INFORMATION.
 QX0519_SP_SET: SHALLOW SET METAL ROD
 QX0519_STAMPING: A 559 1982
 QX0519_MARK LOGO: NGS   
 QX0519_PROJECTION: FLUSH
 QX0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0519_ROD/PIPE-DEPTH: 2.4  meters
 QX0519
 QX0519  HISTORY     - Date     Condition        Report By
 QX0519  HISTORY     - 1982     MONUMENTED       NGS
 QX0519
 QX0519                          STATION DESCRIPTION
 QX0519
 QX0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0519'21.6 KM (13.4 MI) NE FROM LIVINGSTON.
 QX0519'21.6 KM (13.4 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0519'FROM THE RAILROAD STATION IN LIVINGSTON, 58.2 METERS (190.9 FT)
 QX0519'SOUTHEAST OF MILEPOST 102, 8.1 METERS (26.6 FT) SOUTH OF THE NEAR
 QX0519'RAIL, 6.0 METERS (19.7 FT) WEST OF THE CENTER OF A GRAVELED ROAD AND
 QX0519'1.3 METERS (4.3 FT) EAST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED
 QX0519'AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0519'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QX0519'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0078 ***********************************************************************
 SU0078  DESIGNATION -  A 56
 SU0078  PID         -  SU0078
 SU0078  STATE/COUNTY-  MT/SANDERS
 SU0078  USGS QUAD   -  DIXON (1964)
 SU0078
 SU0078                         *CURRENT SURVEY CONTROL
 SU0078  ___________________________________________________________________
 SU0078* NAD 83(1986)-  47 19 40.     (N)    114 17 35.     (W)     SCALED    
 SU0078* NAVD 88     -       775.250  (meters)    2543.47   (feet)  ADJUSTED  
 SU0078  ___________________________________________________________________
 SU0078  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 SU0078  DYNAMIC HT  -         775.212 (meters)    2543.34  (feet)  COMP
 SU0078  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 SU0078
 SU0078  VERT ORDER  -  FIRST     CLASS II
 SU0078
 SU0078.The horizontal coordinates were scaled from a topographic map and have
 SU0078.an estimated accuracy of +/- 6 seconds.
 SU0078
 SU0078.The orthometric height was determined by differential leveling
 SU0078.and adjusted by the National Geodetic Survey in June 1991..
 SU0078
 SU0078.The geoid height was determined by GEOID03.
 SU0078
 SU0078.The dynamic height is computed by dividing the NAVD 88
 SU0078.geopotential number by the normal gravity value computed on the
 SU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0078.degrees latitude (g = 980.6199 gals.).
 SU0078
 SU0078.The modeled gravity was interpolated from observed gravity values.
 SU0078
 SU0078;                    North         East    Units  Estimated Accuracy
 SU0078;SPC MT       -   353,070.      238,140.      MT  (+/- 180 meters Scaled)
 SU0078
 SU0078                          SUPERSEDED SURVEY CONTROL
 SU0078
 SU0078  NGVD 29 (??/??/92)  774.202  (m)         2540.03   (f) ADJ UNCH    1 2
 SU0078
 SU0078.Superseded values are not recommended for survey control.
 SU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0078.See file dsdata.txt to determine how the superseded data were derived.
 SU0078
 SU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN045451(NAD 83)
 SU0078_MARKER: DB = BENCH MARK DISK
 SU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0078_STAMPING: A 56 1933
 SU0078_PROJECTION: RECESSED 15 CENTIMETERS
 SU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0078+STABILITY: SURFACE MOTION
 SU0078
 SU0078  HISTORY     - Date     Condition        Report By
 SU0078  HISTORY     - 1933     MONUMENTED       CGS
 SU0078  HISTORY     - 1979     GOOD             NGS
 SU0078  HISTORY     - 1982     GOOD             BPA
 SU0078
 SU0078                          STATION DESCRIPTION
 SU0078
 SU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0078'IN AGENCY.
 SU0078'AT AGENCY, SANDERS COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 82 FEET
 SU0078'NORTHEAST OF THE STATION, 0.4 MILE SOUTH OF MILEPOST 2, 124 FEET EAST
 SU0078'OF A GATE TO THE FLATHEAD INDIAN AGENCY, 46 FEET NORTHEAST OF A
 SU0078'HIGHWAY CROSSING, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD
 SU0078'DISK, STAMPED A 56 1933 AND SET IN THE TOP OF A CONCRETE POST.
 SU0078
 SU0078                          STATION RECOVERY (1979)
 SU0078
 SU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0078'THE 1933 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGE.
 SU0078'0.9 MILE EAST ALONG STATE ROUTE 200 FROM THE POST OFFICE IN DIXON,
 SU0078'THENCE 1.2 MILES NORTH ALONG STATE ROUTE 212 TO A RAILROAD CROSSING.
 SU0078'THE MARK IS 1 FT  N FROM A WITNESS POST.
 SU0078
 SU0078                          STATION RECOVERY (1982)
 SU0078
 SU0078'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982
 SU0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0423 ***********************************************************************
 QW0423  DESIGNATION -  A 560
 QW0423  PID         -  QW0423
 QW0423  STATE/COUNTY-  MT/STILLWATER
 QW0423  USGS QUAD   -  COLUMBUS EAST (1956)
 QW0423
 QW0423                         *CURRENT SURVEY CONTROL
 QW0423  ___________________________________________________________________
 QW0423* NAD 83(1986)-  45 37 48.     (N)    109 12 00.     (W)     SCALED    
 QW0423* NAVD 88     -      1159.366  (meters)    3803.69   (feet)  ADJUSTED  
 QW0423  ___________________________________________________________________
 QW0423  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 QW0423  DYNAMIC HT  -        1159.065 (meters)    3802.70  (feet)  COMP
 QW0423  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 QW0423
 QW0423  VERT ORDER  -  FIRST     CLASS II
 QW0423
 QW0423.The horizontal coordinates were scaled from a topographic map and have
 QW0423.an estimated accuracy of +/- 6 seconds.
 QW0423
 QW0423.The orthometric height was determined by differential leveling
 QW0423.and adjusted by the National Geodetic Survey in June 1991..
 QW0423
 QW0423.The geoid height was determined by GEOID03.
 QW0423
 QW0423.The dynamic height is computed by dividing the NAVD 88
 QW0423.geopotential number by the normal gravity value computed on the
 QW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0423.degrees latitude (g = 980.6199 gals.).
 QW0423
 QW0423.The modeled gravity was interpolated from observed gravity values.
 QW0423
 QW0423;                    North         East    Units  Estimated Accuracy
 QW0423;SPC MT       -   153,410.      623,390.      MT  (+/- 180 meters Scaled)
 QW0423
 QW0423                          SUPERSEDED SURVEY CONTROL
 QW0423
 QW0423.No superseded survey control is available for this station.
 QW0423
 QW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR403545(NAD 83)
 QW0423_MARKER: DB = BENCH MARK DISK
 QW0423_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0423_SP_SET: ABUTMENT
 QW0423_STAMPING: A 560 1982
 QW0423_MARK LOGO: NGS   
 QW0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0423+STABILITY: POSITION/ELEVATION WELL
 QW0423
 QW0423  HISTORY     - Date     Condition        Report By
 QW0423  HISTORY     - 1982     MONUMENTED       NGS
 QW0423
 QW0423                          STATION DESCRIPTION
 QW0423
 QW0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0423'5.0 KM (3.1 MI) SE FROM COLUMBUS.
 QW0423'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0423'FROM THE RAILROAD STATION IN COLUMBUS, THENCE 0.3 KM (0.2 MI) NORTH
 QW0423'ALONG A GRAVELED ROAD, THENCE 2.4 KM (1.5 MI) SOUTHEASTERLY ALONG OLD
 QW0423'U. S. HIGHWAY 10, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG A GRAVELED
 QW0423'ROAD, IN TOP OF AND 2.2 METERS (7.2 FT) NORTHWEST OF THE SOUTHEAST END
 QW0423'OF THE SOUTHWEST CONCRETE ABUTMENT OF THE OVERPASS OF INTERSTATE
 QW0423'HIGHWAY 90, 31.7 METERS (104.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 QW0423'EAST BOUND LANES OF THE HIGHWAY AND 4.6 METERS (15.1 FT) SOUTHEAST OF
 QW0423'THE CENTER OF THE ROAD.
 QW0423'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0440 ***********************************************************************
 QY0440  DESIGNATION -  A 561
 QY0440  PID         -  QY0440
 QY0440  STATE/COUNTY-  MT/SILVER BOW
 QY0440  USGS QUAD   -  HOMESTAKE (1996)
 QY0440
 QY0440                         *CURRENT SURVEY CONTROL
 QY0440  ___________________________________________________________________
 QY0440* NAD 83(1986)-  45 58 30.     (N)    112 28 36.     (W)     SCALED    
 QY0440* NAVD 88     -      1708.058  (meters)    5603.85   (feet)  ADJUSTED  
 QY0440  ___________________________________________________________________
 QY0440  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 QY0440  DYNAMIC HT  -        1707.381 (meters)    5601.63  (feet)  COMP
 QY0440  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 QY0440
 QY0440  VERT ORDER  -  FIRST     CLASS II
 QY0440
 QY0440.The horizontal coordinates were scaled from a topographic map and have
 QY0440.an estimated accuracy of +/- 6 seconds.
 QY0440
 QY0440.The orthometric height was determined by differential leveling
 QY0440.and adjusted by the National Geodetic Survey in June 1991..
 QY0440
 QY0440.The geoid height was determined by GEOID03.
 QY0440
 QY0440.The dynamic height is computed by dividing the NAVD 88
 QY0440.geopotential number by the normal gravity value computed on the
 QY0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0440.degrees latitude (g = 980.6199 gals.).
 QY0440
 QY0440.The modeled gravity was interpolated from observed gravity values.
 QY0440
 QY0440;                    North         East    Units  Estimated Accuracy
 QY0440;SPC MT       -   196,080.      369,470.      MT  (+/- 180 meters Scaled)
 QY0440
 QY0440                          SUPERSEDED SURVEY CONTROL
 QY0440
 QY0440.No superseded survey control is available for this station.
 QY0440
 QY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR856923(NAD 83)
 QY0440_MARKER: DB = BENCH MARK DISK
 QY0440_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QY0440_SP_SET: PIER
 QY0440_STAMPING: A 561 1982
 QY0440_MARK LOGO: NGS   
 QY0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0440+STABILITY: POSITION/ELEVATION WELL
 QY0440
 QY0440  HISTORY     - Date     Condition        Report By
 QY0440  HISTORY     - 1982     MONUMENTED       NGS
 QY0440
 QY0440                          STATION DESCRIPTION
 QY0440
 QY0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0440'5.6 KM (3.5 MI) SE FROM BUTTE.
 QY0440'5.6 KM (3.5 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0440'JUNCTION WITH MONTANA STREET IN BUTTE, SET VERTICALLY IN THE SOUTH
 QY0440'FACE OF THE MOST SOUTHERLY 1 OF 2 PIERS OF AN OVERPASS AND 8.3 METERS
 QY0440'(27.2 FT) WEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 QY0440'HIGHWAY.
 QY0440'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0416 ***********************************************************************
 QY0416  DESIGNATION -  A 562
 QY0416  PID         -  QY0416
 QY0416  STATE/COUNTY-  MT/JEFFERSON
 QY0416  USGS QUAD   -  DRY MOUNTAIN (1996)
 QY0416
 QY0416                         *CURRENT SURVEY CONTROL
 QY0416  ___________________________________________________________________
 QY0416* NAD 83(1986)-  45 53 48.     (N)    112 11 52.     (W)     SCALED    
 QY0416* NAVD 88     -      1405.662  (meters)    4611.74   (feet)  ADJUSTED  
 QY0416  ___________________________________________________________________
 QY0416  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 QY0416  DYNAMIC HT  -        1405.200 (meters)    4610.23  (feet)  COMP
 QY0416  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 QY0416  OBS GRAVITY -     980,240.0   (mgal)                       GRAV_OBS
 QY0416
 QY0416  VERT ORDER  -  FIRST     CLASS II
 QY0416
 QY0416.The horizontal coordinates were scaled from a topographic map and have
 QY0416.an estimated accuracy of +/- 6 seconds.
 QY0416
 QY0416.The orthometric height was determined by differential leveling
 QY0416.and adjusted by the National Geodetic Survey in June 1991..
 QY0416
 QY0416.The geoid height was determined by GEOID03.
 QY0416
 QY0416.The dynamic height is computed by dividing the NAVD 88
 QY0416.geopotential number by the normal gravity value computed on the
 QY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0416.degrees latitude (g = 980.6199 gals.).
 QY0416
 QY0416.The modeled gravity was interpolated from observed gravity values.
 QY0416.The observed gravity was obtained from relative gravimeter ties
 QY0416.to the IGSN71 gravity network.
 QY0416
 QY0416;                    North         East    Units  Estimated Accuracy
 QY0416;SPC MT       -   186,600.      390,760.      MT  (+/- 180 meters Scaled)
 QY0416
 QY0416                          SUPERSEDED SURVEY CONTROL
 QY0416
 QY0416.No superseded survey control is available for this station.
 QY0416
 QY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR070832(NAD 83)
 QY0416_MARKER: I = METAL ROD
 QY0416_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QY0416+WITH SETTING: INFORMATION.
 QY0416_SP_SET: SHALLOW SET METAL ROD
 QY0416_STAMPING: A 562 1982
 QY0416_MARK LOGO: NGS   
 QY0416_PROJECTION: FLUSH
 QY0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0416_ROD/PIPE-DEPTH: 3.0  meters
 QY0416
 QY0416  HISTORY     - Date     Condition        Report By
 QY0416  HISTORY     - 1982     MONUMENTED       NGS
 QY0416
 QY0416                          STATION DESCRIPTION
 QY0416
 QY0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0416'32.2 KM (20.0 MI) SE FROM BUTTE.
 QY0416'32.2 KM (20.0 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0416'JUNCTION WITH MONTANA STREET IN BUTTE, 0.3 KM (0.2 MI) EAST OF
 QY0416'MILEPOST 244 AND 30.2 METERS (99.1 FT) SOUTH OF THE CENTERLINE OF THE
 QY0416'EAST BOUND LANES OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 10.0 FT.
 QY0416'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QY0416'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 QY0416'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0480 ***********************************************************************
 QX0480  DESIGNATION -  A 563
 QX0480  PID         -  QX0480
 QX0480  STATE/COUNTY-  MT/BROADWATER
 QX0480  USGS QUAD   -  THREE FORKS (1987)
 QX0480
 QX0480                         *CURRENT SURVEY CONTROL
 QX0480  ___________________________________________________________________
 QX0480* NAD 83(1986)-  45 54 25.     (N)    111 35 53.     (W)     SCALED    
 QX0480* NAVD 88     -      1274.829  (meters)    4182.50   (feet)  ADJUSTED  
 QX0480  ___________________________________________________________________
 QX0480  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 QX0480  DYNAMIC HT  -        1274.476 (meters)    4181.34  (feet)  COMP
 QX0480  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 QX0480
 QX0480  VERT ORDER  -  FIRST     CLASS II
 QX0480
 QX0480.The horizontal coordinates were scaled from a topographic map and have
 QX0480.an estimated accuracy of +/- 6 seconds.
 QX0480
 QX0480.The orthometric height was determined by differential leveling
 QX0480.and adjusted by the National Geodetic Survey in June 1991..
 QX0480
 QX0480.The geoid height was determined by GEOID03.
 QX0480
 QX0480.The dynamic height is computed by dividing the NAVD 88
 QX0480.geopotential number by the normal gravity value computed on the
 QX0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0480.degrees latitude (g = 980.6199 gals.).
 QX0480
 QX0480.The modeled gravity was interpolated from observed gravity values.
 QX0480
 QX0480;                    North         East    Units  Estimated Accuracy
 QX0480;SPC MT       -   186,320.      437,290.      MT  (+/- 180 meters Scaled)
 QX0480
 QX0480                          SUPERSEDED SURVEY CONTROL
 QX0480
 QX0480.No superseded survey control is available for this station.
 QX0480
 QX0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR536838(NAD 83)
 QX0480_MARKER: I = METAL ROD
 QX0480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0480_SP_SET: STAINLESS STEEL ROD
 QX0480_STAMPING: A 563 1982
 QX0480_MARK LOGO: NGS   
 QX0480_PROJECTION: FLUSH
 QX0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0480_ROD/PIPE-DEPTH: 9.8  meters
 QX0480
 QX0480  HISTORY     - Date     Condition        Report By
 QX0480  HISTORY     - 1982     MONUMENTED       NGS
 QX0480
 QX0480                          STATION DESCRIPTION
 QX0480
 QX0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0480'7.8 KM (5.85 MI) WEST FROM THREE FORKS.
 QX0480'6.5 KM (4.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0480'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0480'OF THREE FORKS, THENCE 1.3 KM (0.8 MI) SOUTHERLY ALONG U. S. HIGHWAY
 QX0480'287, 23.8 METERS (78.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND
 QX0480'7.5 METERS (24.6 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.
 QX0480'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0480'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 QX0480'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0718 ***********************************************************************
 QW0718  DESIGNATION -  A 564 RESET
 QW0718  PID         -  QW0718
 QW0718  STATE/COUNTY-  MT/CARBON
 QW0718  USGS QUAD   -  BRIDGER (1956)
 QW0718
 QW0718                         *CURRENT SURVEY CONTROL
 QW0718  ___________________________________________________________________
 QW0718* NAD 83(1986)-  45 17 56.     (N)    108 54 52.     (W)     SCALED    
 QW0718* NAVD 88     -      1116.25   (meters)    3662.2    (feet)  RESET     
 QW0718  ___________________________________________________________________
 QW0718  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 QW0718
 QW0718  VERT ORDER  -  THIRD
 QW0718
 QW0718.The horizontal coordinates were scaled from a topographic map and have
 QW0718.an estimated accuracy of +/- 6 seconds.
 QW0718
 QW0718.The orthometric height was computed from unverified reset data.
 QW0718.No vertical observational check was made to the station.
 QW0718
 QW0718.The geoid height was determined by GEOID03.
 QW0718
 QW0718;                    North         East    Units  Estimated Accuracy
 QW0718;SPC MT       -   116,750.      645,920.      MT  (+/- 180 meters Scaled)
 QW0718
 QW0718                          SUPERSEDED SURVEY CONTROL
 QW0718
 QW0718  NGVD 29 (03/30/06) 1115.45   (m)         3659.6    (f) RESET       3  
 QW0718
 QW0718.Superseded values are not recommended for survey control.
 QW0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0718.See file dsdata.txt to determine how the superseded data were derived.
 QW0718
 QW0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR635182(NAD 83)
 QW0718_MARKER: B = BOLT
 QW0718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0718_SP_SET: STAINLESS STEEL ROD
 QW0718_STAMPING: A 564 RESET 1987
 QW0718_MARK LOGO: NGS   
 QW0718_PROJECTION: FLUSH
 QW0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0718_ROD/PIPE-DEPTH: 6.0  meters
 QW0718
 QW0718  HISTORY     - Date     Condition        Report By
 QW0718  HISTORY     - 1987     MONUMENTED       NGS
 QW0718
 QW0718                          STATION DESCRIPTION
 QW0718
 QW0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QW0718'0.32 KM (0.20 MI) NORTH FROM THE POST OFFICE IN BRIDGER, 0.32 METER
 QW0718'(1.05 FT) SOUTH-SOUTHEAST OF A WITNESS POST, 25.12 METERS (82.41 FT)
 QW0718'SOUTH-SOUTHWEST OF A POWER POLE AND ON THE EAST EDGE OF AN OPEN FIELD
 QW0718'JUST NORTH OF A SERVICE STATION, MARK IS AT THE NORTH EDGE OF TOWN IN
 QW0718'BRIDGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0478 ***********************************************************************
 QW0478  DESIGNATION -  A 565
 QW0478  PID         -  QW0478
 QW0478  STATE/COUNTY-  MT/CARBON
 QW0478  USGS QUAD   -  WARREN (1969)
 QW0478
 QW0478                         *CURRENT SURVEY CONTROL
 QW0478  ___________________________________________________________________
 QW0478* NAD 83(1986)-  45 01 08.     (N)    108 37 46.     (W)     SCALED    
 QW0478* NAVD 88     -      1319.372  (meters)    4328.64   (feet)  ADJUSTED  
 QW0478  ___________________________________________________________________
 QW0478  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 QW0478  DYNAMIC HT  -        1318.872 (meters)    4327.00  (feet)  COMP
 QW0478  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 QW0478  OBS GRAVITY -     980,191.6   (mgal)                       GRAV_OBS
 QW0478
 QW0478  VERT ORDER  -  FIRST     CLASS II
 QW0478
 QW0478.The horizontal coordinates were scaled from a topographic map and have
 QW0478.an estimated accuracy of +/- 6 seconds.
 QW0478
 QW0478.The orthometric height was determined by differential leveling
 QW0478.and adjusted by the National Geodetic Survey in June 1991..
 QW0478
 QW0478.The geoid height was determined by GEOID03.
 QW0478
 QW0478.The dynamic height is computed by dividing the NAVD 88
 QW0478.geopotential number by the normal gravity value computed on the
 QW0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0478.degrees latitude (g = 980.6199 gals.).
 QW0478
 QW0478.The modeled gravity was interpolated from observed gravity values.
 QW0478.The observed gravity was obtained from relative gravimeter ties
 QW0478.to the IGSN71 gravity network.
 QW0478
 QW0478;                    North         East    Units  Estimated Accuracy
 QW0478;SPC MT       -    85,850.      668,620.      MT  (+/- 180 meters Scaled)
 QW0478
 QW0478                          SUPERSEDED SURVEY CONTROL
 QW0478
 QW0478  NGVD 29 (06/08/92) 1318.489  (m)         4325.74   (f) ADJUSTED    1 2
 QW0478
 QW0478.Superseded values are not recommended for survey control.
 QW0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0478.See file dsdata.txt to determine how the superseded data were derived.
 QW0478
 QW0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ867877(NAD 83)
 QW0478_MARKER: I = METAL ROD
 QW0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0478_SP_SET: STAINLESS STEEL ROD
 QW0478_STAMPING: A 565 1982
 QW0478_MARK LOGO: NGS   
 QW0478_PROJECTION: FLUSH
 QW0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0478_ROD/PIPE-DEPTH: 7.6  meters
 QW0478
 QW0478  HISTORY     - Date     Condition        Report By
 QW0478  HISTORY     - 1982     MONUMENTED       NGS
 QW0478
 QW0478                          STATION DESCRIPTION
 QW0478
 QW0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0478'35.1 KM (21.8 MI) NW FROM LOVELL WY.
 QW0478'35.1 KM (21.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 QW0478'JUNCTION WITH NEVADA STREET IN LOVELL, 0.6 KM (0.35 MI) NORTHWEST OF
 QW0478'MILEPOST 1, 0.1 KM (0.05 MI) NORTHWEST OF MILEPOST 1, 0.1 KM (0.05 MI)
 QW0478'NORTHWEST OF A PIPELINE CROSSING AND 14.2 METERS (79.4 FT) SOUTHWEST
 QW0478'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 QW0478'THROUGH A 5-INCH LOGO CAP.
 QW0478'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 QW0478'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0716 ***********************************************************************
 PY0716  DESIGNATION -  A 566
 PY0716  PID         -  PY0716
 PY0716  STATE/COUNTY-  MT/GALLATIN
 PY0716  USGS QUAD   -  TARGHEE PASS (1964)
 PY0716
 PY0716                         *CURRENT SURVEY CONTROL
 PY0716  ___________________________________________________________________
 PY0716* NAD 83(1986)-  44 40 48.     (N)    111 16 07.     (W)     SCALED    
 PY0716* NAVD 88     -      2118.992  (meters)    6952.06   (feet)  ADJUSTED  
 PY0716  ___________________________________________________________________
 PY0716  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY0716  DYNAMIC HT  -        2117.792 (meters)    6948.12  (feet)  COMP
 PY0716  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 PY0716
 PY0716  VERT ORDER  -  FIRST     CLASS II
 PY0716
 PY0716.The horizontal coordinates were scaled from a topographic map and have
 PY0716.an estimated accuracy of +/- 6 seconds.
 PY0716
 PY0716.The orthometric height was determined by differential leveling
 PY0716.and adjusted by the National Geodetic Survey in June 1991..
 PY0716
 PY0716.The geoid height was determined by GEOID03.
 PY0716
 PY0716.The dynamic height is computed by dividing the NAVD 88
 PY0716.geopotential number by the normal gravity value computed on the
 PY0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0716.degrees latitude (g = 980.6199 gals.).
 PY0716
 PY0716.The modeled gravity was interpolated from observed gravity values.
 PY0716
 PY0716;                    North         East    Units  Estimated Accuracy
 PY0716;SPC MT       -    49,380.      459,760.      MT  (+/- 180 meters Scaled)
 PY0716
 PY0716                          SUPERSEDED SURVEY CONTROL
 PY0716
 PY0716  NGVD 29 (08/20/92) 2117.748  (m)         6947.98   (f) ADJUSTED    1 2
 PY0716
 PY0716.Superseded values are not recommended for survey control.
 PY0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0716.See file dsdata.txt to determine how the superseded data were derived.
 PY0716
 PY0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ787474(NAD 83)
 PY0716_MARKER: I = METAL ROD
 PY0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0716_SP_SET: STAINLESS STEEL ROD
 PY0716_STAMPING: A 566 1983
 PY0716_MARK LOGO: NGS   
 PY0716_PROJECTION: FLUSH
 PY0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0716_ROD/PIPE-DEPTH: 1.8  meters
 PY0716
 PY0716  HISTORY     - Date     Condition        Report By
 PY0716  HISTORY     - 1983     MONUMENTED       NGS
 PY0716
 PY0716                          STATION DESCRIPTION
 PY0716
 PY0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0716'14.5 KM (9.0 MI) SW FROM WEST YELLOWSTONE.
 PY0716'14.5 KM (9.0 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0716'OF THE YELLOWSTONE IN WEST YELLOWSTONE, 0.7 KM (0.45 MI) SOUTHWEST OF
 PY0716'MILEPOST 1, 28.9 METERS (94.8 FT) WEST OF THE CENTERLINE OF THE
 PY0716'HIGHWAY, AND 8.0 METERS (26.2 FT) SOUTHWEST OF THE CENTER OF A
 PY0716'GRAVELED ROAD LEADING NORTH.  REFUSAL WAS REACHED AT 6.0 FT.  ACCESS
 PY0716'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0716'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PY0716'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9059 ***********************************************************************
 AD9059  DESIGNATION -  A 567
 AD9059  PID         -  AD9059
 AD9059  STATE/COUNTY-  MT/CARTER
 AD9059  USGS QUAD   -  HAMMOND (1970)
 AD9059
 AD9059                         *CURRENT SURVEY CONTROL
 AD9059  ___________________________________________________________________
 AD9059* NAD 83(1986)-  45 13 35.     (N)    104 55 23.     (W)     SCALED    
 AD9059* NAVD 88     -      1132.127  (meters)    3714.32   (feet)  ADJUSTED  
 AD9059  ___________________________________________________________________
 AD9059  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 AD9059  DYNAMIC HT  -        1131.845 (meters)    3713.39  (feet)  COMP
 AD9059  MODELED GRAV-     980,327.1   (mgal)                       NAVD 88
 AD9059
 AD9059  VERT ORDER  -  FIRST     CLASS II
 AD9059
 AD9059.The horizontal coordinates were scaled from a topographic map and have
 AD9059.an estimated accuracy of +/- 6 seconds.
 AD9059
 AD9059.The orthometric height was determined by differential leveling
 AD9059.and adjusted by the National Geodetic Survey in July 1998..
 AD9059
 AD9059.The geoid height was determined by GEOID03.
 AD9059
 AD9059.The dynamic height is computed by dividing the NAVD 88
 AD9059.geopotential number by the normal gravity value computed on the
 AD9059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9059.degrees latitude (g = 980.6199 gals.).
 AD9059
 AD9059.The modeled gravity was interpolated from observed gravity values.
 AD9059
 AD9059;                    North         East    Units  Estimated Accuracy
 AD9059;SPC MT       -   119,020.      959,200.      MT  (+/- 180 meters Scaled)
 AD9059
 AD9059                          SUPERSEDED SURVEY CONTROL
 AD9059
 AD9059.No superseded survey control is available for this station.
 AD9059
 AD9059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL060081(NAD 83)
 AD9059_MARKER: I = METAL ROD
 AD9059_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9059_STAMPING: A 567 1996
 AD9059_MARK LOGO: NGS   
 AD9059_PROJECTION: FLUSH
 AD9059_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9059+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 AD9059_ROD/PIPE-DEPTH: 3.4  meters
 AD9059_SLEEVE-DEPTH  : 0.9 meters
 AD9059
 AD9059  HISTORY     - Date     Condition        Report By
 AD9059  HISTORY     - 1996     MONUMENTED       NGS
 AD9059  HISTORY     - 20040918 GOOD             GEOCAC
 AD9059
 AD9059                          STATION DESCRIPTION
 AD9059
 AD9059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9059'9.9 KM (6.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD9059'OFFICE IN HAMMOND, 24.1 M (79.1 FT) NORTH OF THE HIGHWAY CENTERLINE,
 AD9059'7.9 M (25.9 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M
 AD9059'(1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW
 AD9059'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AD9059'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AD9059'FOR A CLASS A MARK.
 AD9059
 AD9059                          STATION RECOVERY (2004)
 AD9059
 AD9059'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 AD9059'N 45  13.592 W 104  55.393
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0259 ***********************************************************************
 QU0259  DESIGNATION -  A 568
 QU0259  PID         -  QU0259
 QU0259  STATE/COUNTY-  MT/POWDER RIVER
 QU0259  USGS QUAD   -  BROADUS (1973)
 QU0259
 QU0259                         *CURRENT SURVEY CONTROL
 QU0259  ___________________________________________________________________
 QU0259* NAD 83(1986)-  45 26 54.     (N)    105 25 54.     (W)     SCALED    
 QU0259* NAVD 88     -       958.121  (meters)    3143.44   (feet)  ADJUSTED  
 QU0259  ___________________________________________________________________
 QU0259  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 QU0259  DYNAMIC HT  -         957.919 (meters)    3142.77  (feet)  COMP
 QU0259  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 QU0259
 QU0259  VERT ORDER  -  FIRST     CLASS II
 QU0259
 QU0259.The horizontal coordinates were scaled from a topographic map and have
 QU0259.an estimated accuracy of +/- 6 seconds.
 QU0259
 QU0259.The orthometric height was determined by differential leveling
 QU0259.and adjusted by the National Geodetic Survey in July 1998..
 QU0259
 QU0259.The geoid height was determined by GEOID03.
 QU0259
 QU0259.The dynamic height is computed by dividing the NAVD 88
 QU0259.geopotential number by the normal gravity value computed on the
 QU0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0259.degrees latitude (g = 980.6199 gals.).
 QU0259
 QU0259.The modeled gravity was interpolated from observed gravity values.
 QU0259
 QU0259;                    North         East    Units  Estimated Accuracy
 QU0259;SPC MT       -   141,450.      918,040.      MT  (+/- 180 meters Scaled)
 QU0259
 QU0259                          SUPERSEDED SURVEY CONTROL
 QU0259
 QU0259  NAVD 88 (06/15/91)  958.116  (m)         3143.42   (f) UNKNOWN     1 2
 QU0259
 QU0259.Superseded values are not recommended for survey control.
 QU0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0259.See file dsdata.txt to determine how the superseded data were derived.
 QU0259
 QU0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL662328(NAD 83)
 QU0259_MARKER: I = METAL ROD
 QU0259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0259_SP_SET: STAINLESS STEEL ROD
 QU0259_STAMPING: A 568 1985
 QU0259_MARK LOGO: NGS   
 QU0259_PROJECTION: FLUSH
 QU0259_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0259+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1996
 QU0259_ROD/PIPE-DEPTH: 3.0  meters
 QU0259
 QU0259  HISTORY     - Date     Condition        Report By
 QU0259  HISTORY     - 1985     MONUMENTED       NGS
 QU0259  HISTORY     - 19960614 GOOD             NGS
 QU0259
 QU0259                          STATION DESCRIPTION
 QU0259
 QU0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0259'2.0 KM (1.25 MI) NW FROM BROADUS.
 QU0259'2.05 KM (1.3 MI) NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0259'COURTHOUSE AT BROADUS, 0.25 KM (0.15 MI) SOUTHEAST OF MILEPOST 78, ON
 QU0259'THE EAST SLOPE OF A HILL WITH A SUBSTATION ON TOP, 22.6 METERS (74.0
 QU0259'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.9 METERS (9.5 FT)
 QU0259'NORTHWEST OF A FENCE CORNER POST, AND 0.5 METER (1.5 FT) NORTHEAST OF
 QU0259'THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QU0259'5-INCH LOGO CAP.
 QU0259'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QU0259'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 QU0259
 QU0259                          STATION RECOVERY (1996)
 QU0259
 QU0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QU0259'2.0 KM (1.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE COURTHOUSE
 QU0259'IN BROADUS, ON THE EAST SLOPE OF A HILL WITH A SUBSTATION AT THE
 QU0259'CREST, 22.6 M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.9 M (9.5
 QU0259'FT) NORTHWEST OF A FENCE CORNER, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 QU0259'HIGHWAY, 0.5 M (1.6 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) SOUTHEAST
 QU0259'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 QU0259'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0232 ***********************************************************************
 QU0232  DESIGNATION -  A 569
 QU0232  PID         -  QU0232
 QU0232  STATE/COUNTY-  MT/CUSTER
 QU0232  USGS QUAD   -  KIRKPATRICK HILL (1973)
 QU0232
 QU0232                         *CURRENT SURVEY CONTROL
 QU0232  ___________________________________________________________________
 QU0232* NAD 83(1986)-  45 54 38.     (N)    105 39 34.     (W)     SCALED    
 QU0232* NAVD 88     -       875.006  (meters)    2870.75   (feet)  ADJUSTED  
 QU0232  ___________________________________________________________________
 QU0232  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 QU0232  DYNAMIC HT  -         874.866 (meters)    2870.29  (feet)  COMP
 QU0232  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 QU0232
 QU0232  VERT ORDER  -  FIRST     CLASS II
 QU0232
 QU0232.The horizontal coordinates were scaled from a topographic map and have
 QU0232.an estimated accuracy of +/- 6 seconds.
 QU0232
 QU0232.The orthometric height was determined by differential leveling
 QU0232.and adjusted by the National Geodetic Survey in June 1991..
 QU0232
 QU0232.The geoid height was determined by GEOID03.
 QU0232
 QU0232.The dynamic height is computed by dividing the NAVD 88
 QU0232.geopotential number by the normal gravity value computed on the
 QU0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0232.degrees latitude (g = 980.6199 gals.).
 QU0232
 QU0232.The modeled gravity was interpolated from observed gravity values.
 QU0232
 QU0232;                    North         East    Units  Estimated Accuracy
 QU0232;SPC MT       -   191,840.      897,740.      MT  (+/- 180 meters Scaled)
 QU0232
 QU0232                          SUPERSEDED SURVEY CONTROL
 QU0232
 QU0232.No superseded survey control is available for this station.
 QU0232
 QU0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL488843(NAD 83)
 QU0232_MARKER: I = METAL ROD
 QU0232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0232_SP_SET: STAINLESS STEEL ROD
 QU0232_STAMPING: A 569 1985
 QU0232_MARK LOGO: NGS   
 QU0232_PROJECTION: FLUSH
 QU0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0232_ROD/PIPE-DEPTH: 9.7  meters
 QU0232
 QU0232  HISTORY     - Date     Condition        Report By
 QU0232  HISTORY     - 1985     MONUMENTED       NGS
 QU0232
 QU0232                          STATION DESCRIPTION
 QU0232
 QU0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0232'62.7 KM (38.95 MI) SOUTH FROM MILES CITY.
 QU0232'62.75 KM (38.95 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE
 QU0232'INTERSECTION OF INTERSTATE 94 AT MILES CITY, 0.67 KM (0.4 MI) SOUTH
 QU0232'OF MILEPOST 41, 0.3 KM (0.2 MI) SOUTH OF A RANCH HOUSE, 13.2 METERS
 QU0232'(43.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 10.7 METERS (35.0
 QU0232'FT) WEST OF A POWER POLE, AND 1.0 METER (3.5 FT) WEST OF THE
 QU0232'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QU0232'5-INCH LOGO CAP.
 QU0232'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 QU0232'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0429 ***********************************************************************
 RT0429  DESIGNATION -  A 570
 RT0429  PID         -  RT0429
 RT0429  STATE/COUNTY-  MT/CUSTER
 RT0429  USGS QUAD   -  MILES CITY (1980)
 RT0429
 RT0429                         *CURRENT SURVEY CONTROL
 RT0429  ___________________________________________________________________
 RT0429* NAD 83(1986)-  46 22 45.     (N)    105 49 22.     (W)     SCALED    
 RT0429* NAVD 88     -       737.878  (meters)    2420.85   (feet)  ADJUSTED  
 RT0429  ___________________________________________________________________
 RT0429  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0429  DYNAMIC HT  -         737.823 (meters)    2420.67  (feet)  COMP
 RT0429  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 RT0429
 RT0429  VERT ORDER  -  FIRST     CLASS II
 RT0429
 RT0429.The horizontal coordinates were scaled from a topographic map and have
 RT0429.an estimated accuracy of +/- 6 seconds.
 RT0429
 RT0429.The orthometric height was determined by differential leveling
 RT0429.and adjusted by the National Geodetic Survey in June 1991..
 RT0429
 RT0429.The geoid height was determined by GEOID03.
 RT0429
 RT0429.The dynamic height is computed by dividing the NAVD 88
 RT0429.geopotential number by the normal gravity value computed on the
 RT0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0429.degrees latitude (g = 980.6199 gals.).
 RT0429
 RT0429.The modeled gravity was interpolated from observed gravity values.
 RT0429
 RT0429;                    North         East    Units  Estimated Accuracy
 RT0429;SPC MT       -   243,240.      882,640.      MT  (+/- 180 meters Scaled)
 RT0429
 RT0429                          SUPERSEDED SURVEY CONTROL
 RT0429
 RT0429.No superseded survey control is available for this station.
 RT0429
 RT0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM367365(NAD 83)
 RT0429_MARKER: I = METAL ROD
 RT0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0429_SP_SET: STAINLESS STEEL ROD
 RT0429_STAMPING: A 570 1985
 RT0429_MARK LOGO: NGS   
 RT0429_PROJECTION: FLUSH
 RT0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0429_ROD/PIPE-DEPTH: 9.7  meters
 RT0429
 RT0429  HISTORY     - Date     Condition        Report By
 RT0429  HISTORY     - 1985     MONUMENTED       NGS
 RT0429  HISTORY     - 20001219 MARK NOT FOUND   LOCSUR
 RT0429
 RT0429                          STATION DESCRIPTION
 RT0429
 RT0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0429'1.7 KM (1.05 MI) SOUTH FROM MILES CITY.
 RT0429'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 RT0429'OF INTERSTATE 94 AT MILES CITY, 0.4 KM (0.25 MI) EAST OF CALVARY
 RT0429'CEMETERY, 0.45 KM (0.3 MI) SOUTH OF MILEPOST 3, IN THE NORTHWEST
 RT0429'CORNER OF A PAVED ROAD LEADING WEST, 81.1 METERS (266.0 FT) SOUTHWEST
 RT0429'OF THE CENTERLINE OF THE HIGHWAY, 10.3 METERS (34.0 FT) NORTH OF THE
 RT0429'CENTER OF THE ROAD, 14.0 METERS (46.0 FT) EAST OF THE EXTENDED CENTER
 RT0429'OF A GRAVEL ROAD LEADING SOUTH, 5.0 METERS (16.5 FT) EAST OF A FENCE
 RT0429'CORNER, AND 0.6 METER (2.0 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO
 RT0429'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RT0429'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RT0429'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
 RT0429
 RT0429                          STATION RECOVERY (2000)
 RT0429
 RT0429'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JLB)
 RT0429'MARK NOT FOUND. PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0277 ***********************************************************************
 QU0277  DESIGNATION -  A 571
 QU0277  PID         -  QU0277
 QU0277  STATE/COUNTY-  MT/POWDER RIVER
 QU0277  USGS QUAD   -  PINE CREEK (1970)
 QU0277
 QU0277                         *CURRENT SURVEY CONTROL
 QU0277  ___________________________________________________________________
 QU0277* NAD 83(1986)-  45 10 30.     (N)    105 20 20.     (W)     SCALED    
 QU0277* NAVD 88     -      1000.520  (meters)    3282.54   (feet)  ADJUSTED  
 QU0277  ___________________________________________________________________
 QU0277  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 QU0277  DYNAMIC HT  -        1000.274 (meters)    3281.73  (feet)  COMP
 QU0277  MODELED GRAV-     980,336.1   (mgal)                       NAVD 88
 QU0277
 QU0277  VERT ORDER  -  FIRST     CLASS II
 QU0277
 QU0277.The horizontal coordinates were scaled from a topographic map and have
 QU0277.an estimated accuracy of +/- 6 seconds.
 QU0277
 QU0277.The orthometric height was determined by differential leveling
 QU0277.and adjusted by the National Geodetic Survey in June 1991..
 QU0277
 QU0277.The geoid height was determined by GEOID03.
 QU0277
 QU0277.The dynamic height is computed by dividing the NAVD 88
 QU0277.geopotential number by the normal gravity value computed on the
 QU0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0277.degrees latitude (g = 980.6199 gals.).
 QU0277
 QU0277.The modeled gravity was interpolated from observed gravity values.
 QU0277
 QU0277;                    North         East    Units  Estimated Accuracy
 QU0277;SPC MT       -   111,500.      926,900.      MT  (+/- 180 meters Scaled)
 QU0277
 QU0277                          SUPERSEDED SURVEY CONTROL
 QU0277
 QU0277.No superseded survey control is available for this station.
 QU0277
 QU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL733024(NAD 83)
 QU0277_MARKER: I = METAL ROD
 QU0277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0277_SP_SET: STAINLESS STEEL ROD
 QU0277_STAMPING: A 571 1985
 QU0277_MARK LOGO: NGS   
 QU0277_PROJECTION: FLUSH
 QU0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0277_ROD/PIPE-DEPTH: 7.0  meters
 QU0277
 QU0277  HISTORY     - Date     Condition        Report By
 QU0277  HISTORY     - 1985     MONUMENTED       NGS
 QU0277
 QU0277                          STATION DESCRIPTION
 QU0277
 QU0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0277'8.5 KM (5.3 MI) NORTH FROM BIDDLE.
 QU0277'8.5 KM (5.3 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0277'SCHOOL AT BIDDLE, 0.25 KM (0.15 MI) SOUTHEAST OF ROCKY BUTTE,
 QU0277'30.2 METERS (99 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 72.8 METERS
 QU0277'(238.5 FT) NORTHEAST OF THE EXTENDED CENTER OF A RANCH ROAD LEADING
 QU0277'SOUTHEAST, 70.1 METERS (230 FT) WEST ACROSS THE HIGHWAY FROM MILEPOST
 QU0277'13, 60.3 METERS (197.5 FT) NORTHEAST OF A FENCE T JUNCTION AND 0.5
 QU0277'METER (1.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 QU0277'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0277'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 QU0277'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1079 ***********************************************************************
 PY1079  DESIGNATION -  A 573
 PY1079  PID         -  PY1079
 PY1079  STATE/COUNTY-  MT/GALLATIN
 PY1079  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY1079
 PY1079                         *CURRENT SURVEY CONTROL
 PY1079  ___________________________________________________________________
 PY1079* NAD 83(1986)-  44 41 15.     (N)    111 06 06.     (W)     SCALED    
 PY1079* NAVD 88     -      2027.213  (meters)    6650.95   (feet)  ADJUSTED  
 PY1079  ___________________________________________________________________
 PY1079  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY1079  DYNAMIC HT  -        2026.076 (meters)    6647.22  (feet)  COMP
 PY1079  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 PY1079
 PY1079  VERT ORDER  -  FIRST     CLASS II
 PY1079
 PY1079.The horizontal coordinates were scaled from a topographic map and have
 PY1079.an estimated accuracy of +/- 6 seconds.
 PY1079
 PY1079.The orthometric height was determined by differential leveling
 PY1079.and adjusted by the National Geodetic Survey in June 1991..
 PY1079
 PY1079.The geoid height was determined by GEOID03.
 PY1079
 PY1079.The dynamic height is computed by dividing the NAVD 88
 PY1079.geopotential number by the normal gravity value computed on the
 PY1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1079.degrees latitude (g = 980.6199 gals.).
 PY1079
 PY1079.The modeled gravity was interpolated from observed gravity values.
 PY1079
 PY1079;                    North         East    Units  Estimated Accuracy
 PY1079;SPC MT       -    49,930.      473,010.      MT  (+/- 180 meters Scaled)
 PY1079
 PY1079                          SUPERSEDED SURVEY CONTROL
 PY1079
 PY1079  NGVD 29 (08/20/92) 2025.971  (m)         6646.87   (f) ADJUSTED    1 2
 PY1079
 PY1079.Superseded values are not recommended for survey control.
 PY1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1079.See file dsdata.txt to determine how the superseded data were derived.
 PY1079
 PY1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ919482(NAD 83)
 PY1079_MARKER: I = METAL ROD
 PY1079_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1079_SP_SET: STAINLESS STEEL ROD
 PY1079_STAMPING: A 573 1987
 PY1079_MARK LOGO: NGS   
 PY1079_PROJECTION: FLUSH
 PY1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1079_ROD/PIPE-DEPTH: 30.5 meters
 PY1079
 PY1079  HISTORY     - Date     Condition        Report By
 PY1079  HISTORY     - 1987     MONUMENTED       NGS
 PY1079
 PY1079                          STATION DESCRIPTION
 PY1079
 PY1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1079'2.8 KM (1.75 MI) NORTH FROM WEST YELLOWSTONE.
 PY1079'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 PY1079'WITH U.S. HIGHWAY 20 IN WEST YELLOWSTONE, 27.3 M (89.6 FT) WEST OF
 PY1079'THE CENTER OF THE HIGHWAY, 19.6 M (64.3 FT) NORTH OF THE CENTER OF A
 PY1079'PAVED ROAD LEADING TO THE YELLOWSTONE AIRPORT, AND 0.6 M (2.0 FT)
 PY1079'WEST OF THE WEST END OF A SIGN (YELLOWSTONE AIRPORT).  NOTE--ACCESS
 PY1079'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1079'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 PY1079'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1092 ***********************************************************************
 PY1092  DESIGNATION -  A 574
 PY1092  PID         -  PY1092
 PY1092  STATE/COUNTY-  MT/MADISON
 PY1092  USGS QUAD   -  EARTHQUAKE LAKE (1988)
 PY1092
 PY1092                         *CURRENT SURVEY CONTROL
 PY1092  ___________________________________________________________________
 PY1092* NAD 83(1986)-  44 50 50.     (N)    111 24 54.     (W)     SCALED    
 PY1092* NAVD 88     -      1953.389  (meters)    6408.74   (feet)  ADJUSTED  
 PY1092  ___________________________________________________________________
 PY1092  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY1092  DYNAMIC HT  -        1952.316 (meters)    6405.22  (feet)  COMP
 PY1092  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 PY1092
 PY1092  VERT ORDER  -  FIRST     CLASS II
 PY1092
 PY1092.The horizontal coordinates were scaled from a topographic map and have
 PY1092.an estimated accuracy of +/- 6 seconds.
 PY1092
 PY1092.The orthometric height was determined by differential leveling
 PY1092.and adjusted by the National Geodetic Survey in June 1991..
 PY1092
 PY1092.The geoid height was determined by GEOID03.
 PY1092
 PY1092.The dynamic height is computed by dividing the NAVD 88
 PY1092.geopotential number by the normal gravity value computed on the
 PY1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1092.degrees latitude (g = 980.6199 gals.).
 PY1092
 PY1092.The modeled gravity was interpolated from observed gravity values.
 PY1092
 PY1092;                    North         East    Units  Estimated Accuracy
 PY1092;SPC MT       -    68,240.      448,610.      MT  (+/- 180 meters Scaled)
 PY1092
 PY1092                          SUPERSEDED SURVEY CONTROL
 PY1092
 PY1092  NGVD 29 (08/20/92) 1952.124  (m)         6404.59   (f) ADJUSTED    1 2
 PY1092
 PY1092.Superseded values are not recommended for survey control.
 PY1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1092.See file dsdata.txt to determine how the superseded data were derived.
 PY1092
 PY1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ672660(NAD 83)
 PY1092_MARKER: I = METAL ROD
 PY1092_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY1092+WITH SETTING: INFORMATION.
 PY1092_SP_SET: SHALLOW-SET METAL ROD
 PY1092_STAMPING: A 574 1987
 PY1092_MARK LOGO: NGS   
 PY1092_PROJECTION: FLUSH
 PY1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1092_ROD/PIPE-DEPTH: 2.7  meters
 PY1092
 PY1092  HISTORY     - Date     Condition        Report By
 PY1092  HISTORY     - 1987     MONUMENTED       NGS
 PY1092
 PY1092                          STATION DESCRIPTION
 PY1092
 PY1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1092'41.8 KM (25.95 MI) NORTH FROM WEST YELLOWSTONE.
 PY1092'41.8 KM (25.95 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE
 PY1092'JUNCTION OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, 6.9 KM (4.30 MI)
 PY1092'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 PY1092'NORTHEAST OF THE NORTHEAST END OF A GUARDRAIL.  NOTE--ACCESS TO DATUM
 PY1092'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1092'THE MARK IS 0.1 METERS  NW FROM  A WITNESS POST
 PY1092'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0594 ***********************************************************************
 QX0594  DESIGNATION -  A 575
 QX0594  PID         -  QX0594
 QX0594  STATE/COUNTY-  MT/MADISON
 QX0594  USGS QUAD   -  CAMERON (1988)
 QX0594
 QX0594                         *CURRENT SURVEY CONTROL
 QX0594  ___________________________________________________________________
 QX0594* NAD 83(1986)-  45 12 11.     (N)    111 40 42.     (W)     SCALED    
 QX0594* NAVD 88     -      1639.013  (meters)    5377.33   (feet)  ADJUSTED  
 QX0594  ___________________________________________________________________
 QX0594  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 QX0594  DYNAMIC HT  -        1638.261 (meters)    5374.86  (feet)  COMP
 QX0594  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 QX0594
 QX0594  VERT ORDER  -  FIRST     CLASS II
 QX0594
 QX0594.The horizontal coordinates were scaled from a topographic map and have
 QX0594.an estimated accuracy of +/- 6 seconds.
 QX0594
 QX0594.The orthometric height was determined by differential leveling
 QX0594.and adjusted by the National Geodetic Survey in June 1991..
 QX0594
 QX0594.The geoid height was determined by GEOID03.
 QX0594
 QX0594.The dynamic height is computed by dividing the NAVD 88
 QX0594.geopotential number by the normal gravity value computed on the
 QX0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0594.degrees latitude (g = 980.6199 gals.).
 QX0594
 QX0594.The modeled gravity was interpolated from observed gravity values.
 QX0594
 QX0594;                    North         East    Units  Estimated Accuracy
 QX0594;SPC MT       -   108,310.      428,900.      MT  (+/- 180 meters Scaled)
 QX0594
 QX0594                          SUPERSEDED SURVEY CONTROL
 QX0594
 QX0594  NGVD 29 (08/20/92) 1637.802  (m)         5373.36   (f) ADJUSTED    1 2
 QX0594
 QX0594.Superseded values are not recommended for survey control.
 QX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0594.See file dsdata.txt to determine how the superseded data were derived.
 QX0594
 QX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR467057(NAD 83)
 QX0594_MARKER: I = METAL ROD
 QX0594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0594_SP_SET: STAINLESS STEEL ROD
 QX0594_STAMPING: A 575 1987
 QX0594_MARK LOGO: NGS   
 QX0594_PROJECTION: FLUSH
 QX0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0594_ROD/PIPE-DEPTH: 3.4  meters
 QX0594
 QX0594  HISTORY     - Date     Condition        Report By
 QX0594  HISTORY     - 1987     MONUMENTED       NGS
 QX0594
 QX0594                          STATION DESCRIPTION
 QX0594
 QX0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0594'IN CAMERON.
 QX0594'IN CAMERON, 110.0 M (360.9 FT) NORTHEAST OF THE CAMERON POST OFFICE,
 QX0594'51.8 M (169.9 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 23.5 M (77.1
 QX0594'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 23.4 M (76.8 FT)
 QX0594'NORTHWEST OF A UTILITY POLE WITH A TRANSFORMER.  NOTE--ACCESS TO
 QX0594'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QX0594'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 QX0594'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0199 ***********************************************************************
 RT0199  DESIGNATION -  A 58
 RT0199  PID         -  RT0199
 RT0199  STATE/COUNTY-  MT/PRAIRIE
 RT0199  USGS QUAD   -  FALLON SW (1983)
 RT0199
 RT0199                         *CURRENT SURVEY CONTROL
 RT0199  ___________________________________________________________________
 RT0199* NAD 83(1986)-  46 48 45.     (N)    105 09 48.     (W)     SCALED    
 RT0199* NAVD 88     -       684.884  (meters)    2246.99   (feet)  ADJUSTED  
 RT0199  ___________________________________________________________________
 RT0199  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 RT0199  DYNAMIC HT  -         684.873 (meters)    2246.95  (feet)  COMP
 RT0199  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 RT0199
 RT0199  VERT ORDER  -  SECOND    CLASS 0
 RT0199
 RT0199.The horizontal coordinates were scaled from a topographic map and have
 RT0199.an estimated accuracy of +/- 6 seconds.
 RT0199
 RT0199.The orthometric height was determined by differential leveling
 RT0199.and adjusted by the National Geodetic Survey in June 1991..
 RT0199
 RT0199.The geoid height was determined by GEOID03.
 RT0199
 RT0199.The dynamic height is computed by dividing the NAVD 88
 RT0199.geopotential number by the normal gravity value computed on the
 RT0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0199.degrees latitude (g = 980.6199 gals.).
 RT0199
 RT0199.The modeled gravity was interpolated from observed gravity values.
 RT0199
 RT0199;                    North         East    Units  Estimated Accuracy
 RT0199;SPC MT       -   293,900.      930,610.      MT  (+/- 180 meters Scaled)
 RT0199
 RT0199                          SUPERSEDED SURVEY CONTROL
 RT0199
 RT0199  NGVD 29 (??/??/92)  684.363  (m)         2245.28   (f) ADJ UNCH    2 0
 RT0199
 RT0199.Superseded values are not recommended for survey control.
 RT0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0199.See file dsdata.txt to determine how the superseded data were derived.
 RT0199
 RT0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM875843(NAD 83)
 RT0199_MARKER: DB = BENCH MARK DISK
 RT0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0199_STAMPING: A-58 1934
 RT0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0199+STABILITY: SURFACE MOTION
 RT0199
 RT0199  HISTORY     - Date     Condition        Report By
 RT0199  HISTORY     - 1934     MONUMENTED       CGS
 RT0199  HISTORY     - 1937     GOOD             NGS
 RT0199
 RT0199                          STATION DESCRIPTION
 RT0199
 RT0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0199'7.0 MI SE FROM TERRY.
 RT0199'7.0 MILES SE OF AND ALONG THE MILWAUKEE R.R. APPROXIMATELY 0.1 MILE E
 RT0199'OF RAILROAD STATION BLUFF PORT.  2 TELEGRAPH POLES W OF MILE POST
 RT0199'1073.  46 FT. S OF CENTER OF RAILROAD TRACK.  4 FT. NE OF R/W FENCE
 RT0199'CORNER WHERE FENCE JOGS TOWARD THE S.
 RT0199
 RT0199                          STATION RECOVERY (1937)
 RT0199
 RT0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 RT0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0126 ***********************************************************************
 SP0126  DESIGNATION -  A 59
 SP0126  PID         -  SP0126
 SP0126  STATE/COUNTY-  MT/DAWSON
 SP0126  USGS QUAD   -  RICHEY SE (1983)
 SP0126
 SP0126                         *CURRENT SURVEY CONTROL
 SP0126  ___________________________________________________________________
 SP0126* NAD 83(1986)-  47 37 06.     (N)    105 06 03.     (W)     SCALED    
 SP0126* NAVD 88     -       743.775  (meters)    2440.20   (feet)  ADJUSTED  
 SP0126  ___________________________________________________________________
 SP0126  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SP0126  DYNAMIC HT  -         743.809 (meters)    2440.31  (feet)  COMP
 SP0126  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 SP0126
 SP0126  VERT ORDER  -  SECOND    CLASS 0
 SP0126
 SP0126.The horizontal coordinates were scaled from a topographic map and have
 SP0126.an estimated accuracy of +/- 6 seconds.
 SP0126
 SP0126.The orthometric height was determined by differential leveling
 SP0126.and adjusted by the National Geodetic Survey in June 1991..
 SP0126
 SP0126.The geoid height was determined by GEOID03.
 SP0126
 SP0126.The dynamic height is computed by dividing the NAVD 88
 SP0126.geopotential number by the normal gravity value computed on the
 SP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0126.degrees latitude (g = 980.6199 gals.).
 SP0126
 SP0126.The modeled gravity was interpolated from observed gravity values.
 SP0126
 SP0126;                    North         East    Units  Estimated Accuracy
 SP0126;SPC MT       -   383,560.      930,350.      MT  (+/- 180 meters Scaled)
 SP0126
 SP0126                          SUPERSEDED SURVEY CONTROL
 SP0126
 SP0126  NGVD 29 (??/??/92)  743.184  (m)         2438.26   (f) ADJ UNCH    2 0
 SP0126
 SP0126.Superseded values are not recommended for survey control.
 SP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0126.See file dsdata.txt to determine how the superseded data were derived.
 SP0126
 SP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN924738(NAD 83)
 SP0126_MARKER: DB = BENCH MARK DISK
 SP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0126_STAMPING: A 59 1934
 SP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0126+STABILITY: SURFACE MOTION
 SP0126
 SP0126  HISTORY     - Date     Condition        Report By
 SP0126  HISTORY     - 1934     MONUMENTED       CGS
 SP0126  HISTORY     - 1934     GOOD             NGS
 SP0126  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0126
 SP0126                          STATION DESCRIPTION
 SP0126
 SP0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SP0126'2.9 MI SW FROM RICHEY.
 SP0126'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM RICHEY, DAWSON COUNTY,
 SP0126'AT THE JUNCTION WITH A ROAD LEADING SOUTHWEST, 52 YARDS WEST OF THE
 SP0126'CENTERLINE OF THE ROAD, AND 28 YARDS SOUTH OF THE CENTERLINE OF THE
 SP0126'HIGHWAY.  A STANDARD DISK, STAMPED A 59 1934 AND SET IN THE TOP OF A
 SP0126'CONCRETE POST.
 SP0126
 SP0126                          STATION RECOVERY (1977)
 SP0126
 SP0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0226 ***********************************************************************
 QW0226  DESIGNATION -  A 6
 QW0226  PID         -  QW0226
 QW0226  STATE/COUNTY-  MT/STILLWATER
 QW0226  USGS QUAD   -  SPRINGTIME (1955)
 QW0226
 QW0226                         *CURRENT SURVEY CONTROL
 QW0226  ___________________________________________________________________
 QW0226* NAD 83(1986)-  45 41 15.     (N)    109 26 11.     (W)     SCALED    
 QW0226* NAVD 88     -      1129.607  (meters)    3706.05   (feet)  ADJUSTED  
 QW0226  ___________________________________________________________________
 QW0226  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 QW0226  DYNAMIC HT  -        1129.287 (meters)    3705.00  (feet)  COMP
 QW0226  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 QW0226
 QW0226  VERT ORDER  -  FIRST     CLASS II
 QW0226
 QW0226.The horizontal coordinates were scaled from a topographic map and have
 QW0226.an estimated accuracy of +/- 6 seconds.
 QW0226
 QW0226.The orthometric height was determined by differential leveling
 QW0226.and adjusted by the National Geodetic Survey in June 1991..
 QW0226
 QW0226.The geoid height was determined by GEOID03.
 QW0226
 QW0226.The dynamic height is computed by dividing the NAVD 88
 QW0226.geopotential number by the normal gravity value computed on the
 QW0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0226.degrees latitude (g = 980.6199 gals.).
 QW0226
 QW0226.The modeled gravity was interpolated from observed gravity values.
 QW0226
 QW0226;                    North         East    Units  Estimated Accuracy
 QW0226;SPC MT       -   159,760.      604,950.      MT  (+/- 180 meters Scaled)
 QW0226
 QW0226                          SUPERSEDED SURVEY CONTROL
 QW0226
 QW0226  NGVD 29 (??/??/92) 1128.671  (m)         3702.98   (f) ADJ UNCH    1 2
 QW0226
 QW0226.Superseded values are not recommended for survey control.
 QW0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0226.See file dsdata.txt to determine how the superseded data were derived.
 QW0226
 QW0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR217605(NAD 83)
 QW0226_MARKER: P = PIPE CAP
 QW0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0226_STAMPING: A 6 1907 3703.011
 QW0226_MARK LOGO: CGS   
 QW0226_PROJECTION: PROJECTING 30 CENTIMETERS
 QW0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0226
 QW0226  HISTORY     - Date     Condition        Report By
 QW0226  HISTORY     - 1907     MONUMENTED       CGS
 QW0226  HISTORY     - 1957     GOOD             NGS
 QW0226  HISTORY     - 1982     GOOD             NGS
 QW0226
 QW0226                          STATION DESCRIPTION
 QW0226
 QW0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0226'5.55 MI E FROM REEDPOINT.
 QW0226'ABOUT 5.55 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0226'STATION AT REEDPOINT, IN SECTION 6, T 2 S, R 19 E, ABOUT 0.4 MILE WEST
 QW0226'OF MILEPOST 51, 402 FEET EAST OF THE SOUTHEAST CORNER OF A STEEL
 QW0226'BRIDGE OVER YELLOWSTONE RIVER, ON THE OUTSIDE OF A CURVE OF U. S.
 QW0226'HIGHWAY 10 WITH TANGENTS SOUTHWEST AND EAST, 73 FEET SOUTH OF THE
 QW0226'SOUTH RAIL, 130 1/2 FEET WEST OF A TELEPHONE POLE WITH LINE CROSSING
 QW0226'OVER THE TRACK, 30 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 10,
 QW0226'41 1/2 FEET SOUTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 1 FOOT WEST
 QW0226'OF A WHITE WOODEN WITNESS POST, AND ON THE TOP OF A 3-INCH IRON PIPE
 QW0226'WHICH PROJECTS 1 FOOT.  NOTE-- A 6 1907 WAS STAMPED BY THIS PARTY.
 QW0226
 QW0226                          STATION RECOVERY (1982)
 QW0226
 QW0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0226'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0226'18.1 KM (11.25 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0226'FROM THE RAILROAD STATION IN COLUMBUS, 0.6 KM (0.35 MI) WEST OF
 QW0226'MILEPOST 51, 122.5 METERS (401.9 FT) EAST OF THE SOUTHEAST END OF A
 QW0226'STEEL BRIDGE OVER THE YELLOWSTONE RIVER, 21.4 METERS (70.2 FT) SOUTH
 QW0226'OF THE NEAR RAIL, 12.7 METERS (41.7 FT) SOUTHWEST OF A UTILITY POLE
 QW0226'WITH A GUY WIRE, 9.2 METERS (30.2 FT) NORTH OF THE CENTER OF OLD U. S.
 QW0226'HIGHWAY 2 AND 0.3 METER (1.0 FT) WEST OF A WOODEN WITNESS POST.
 QW0226'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QW0226'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0311 ***********************************************************************
 SS0311  DESIGNATION -  A 6 Q
 SS0311  PID         -  SS0311
 SS0311  STATE/COUNTY-  MT/CASCADE
 SS0311  USGS QUAD   -  MONARCH (1995)
 SS0311
 SS0311                         *CURRENT SURVEY CONTROL
 SS0311  ___________________________________________________________________
 SS0311* NAD 83(1986)-  47 03 46.     (N)    110 48 27.     (W)     SCALED    
 SS0311* NAVD 88     -      1461.111  (meters)    4793.66   (feet)  ADJUSTED  
 SS0311  ___________________________________________________________________
 SS0311  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 SS0311  DYNAMIC HT  -        1460.831 (meters)    4792.74  (feet)  COMP
 SS0311  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 SS0311
 SS0311  VERT ORDER  -  SECOND    CLASS 0
 SS0311
 SS0311.The horizontal coordinates were scaled from a topographic map and have
 SS0311.an estimated accuracy of +/- 6 seconds.
 SS0311
 SS0311.The orthometric height was determined by differential leveling
 SS0311.and adjusted by the National Geodetic Survey in June 1991..
 SS0311
 SS0311.The geoid height was determined by GEOID03.
 SS0311
 SS0311.The dynamic height is computed by dividing the NAVD 88
 SS0311.geopotential number by the normal gravity value computed on the
 SS0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0311.degrees latitude (g = 980.6199 gals.).
 SS0311
 SS0311.The modeled gravity was interpolated from observed gravity values.
 SS0311
 SS0311;                    North         East    Units  Estimated Accuracy
 SS0311;SPC MT       -   313,380.      500,740.      MT  (+/- 180 meters Scaled)
 SS0311
 SS0311                          SUPERSEDED SURVEY CONTROL
 SS0311
 SS0311  NGVD 29 (??/??/92) 1460.105  (m)         4790.36   (f) ADJ UNCH    2 0
 SS0311
 SS0311.Superseded values are not recommended for survey control.
 SS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0311.See file dsdata.txt to determine how the superseded data were derived.
 SS0311
 SS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT146121(NAD 83)
 SS0311_MARKER: DS = TRIANGULATION STATION DISK
 SS0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0311_STAMPING: A 6 Q 1961
 SS0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0311+STABILITY: SURFACE MOTION
 SS0311
 SS0311  HISTORY     - Date     Condition        Report By
 SS0311  HISTORY     - 1961     MONUMENTED       CGS
 SS0311
 SS0311                          STATION DESCRIPTION
 SS0311
 SS0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0311'3.1 MI SE FROM MONARCH.
 SS0311'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0311'SCHOOL AT MONARCH, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD,
 SS0311'THENCE 0.2 MILE SOUTHEAST ACROSS A FIELD TO SOUTHWEST BANK OF BELT
 SS0311'CREEK, IN SECTION 11, T 15 N, R 7 E, AT THE HEAD OF A SMALL RAVINE
 SS0311'LEADING TO BELT CREEK, 179 FEET SOUTHWEST OF A TELEPHONE POLE, 36.2
 SS0311'FEET SOUTHEAST OF A 6 Q R.M. 1, 25.7 FEET NORTHEAST OF A 6 Q R.M. 2,
 SS0311'3.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SS0311'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0310 ***********************************************************************
 SS0310  DESIGNATION -  A 6 Q RM 1
 SS0310  PID         -  SS0310
 SS0310  STATE/COUNTY-  MT/CASCADE
 SS0310  USGS QUAD   -  MONARCH (1995)
 SS0310
 SS0310                         *CURRENT SURVEY CONTROL
 SS0310  ___________________________________________________________________
 SS0310* NAD 83(1986)-  47 03 46.     (N)    110 48 26.     (W)     SCALED    
 SS0310* NAVD 88     -      1461.218  (meters)    4794.01   (feet)  ADJUSTED  
 SS0310  ___________________________________________________________________
 SS0310  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 SS0310  DYNAMIC HT  -        1460.937 (meters)    4793.09  (feet)  COMP
 SS0310  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 SS0310
 SS0310  VERT ORDER  -  SECOND    CLASS 0
 SS0310
 SS0310.The horizontal coordinates were scaled from a topographic map and have
 SS0310.an estimated accuracy of +/- 6 seconds.
 SS0310
 SS0310.The orthometric height was determined by differential leveling
 SS0310.and adjusted by the National Geodetic Survey in June 1991..
 SS0310
 SS0310.The geoid height was determined by GEOID03.
 SS0310
 SS0310.The dynamic height is computed by dividing the NAVD 88
 SS0310.geopotential number by the normal gravity value computed on the
 SS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0310.degrees latitude (g = 980.6199 gals.).
 SS0310
 SS0310.The modeled gravity was interpolated from observed gravity values.
 SS0310
 SS0310;                    North         East    Units  Estimated Accuracy
 SS0310;SPC MT       -   313,380.      500,760.      MT  (+/- 180 meters Scaled)
 SS0310
 SS0310                          SUPERSEDED SURVEY CONTROL
 SS0310
 SS0310  NGVD 29 (??/??/92) 1460.211  (m)         4790.71   (f) ADJ UNCH    2 0
 SS0310
 SS0310.Superseded values are not recommended for survey control.
 SS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0310.See file dsdata.txt to determine how the superseded data were derived.
 SS0310
 SS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT146121(NAD 83)
 SS0310_MARKER: DR = REFERENCE MARK DISK
 SS0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0310_STAMPING: A 6 Q NO 1 1961
 SS0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0310+STABILITY: SURFACE MOTION
 SS0310
 SS0310  HISTORY     - Date     Condition        Report By
 SS0310  HISTORY     - 1961     MONUMENTED       CGS
 SS0310
 SS0310                          STATION DESCRIPTION
 SS0310
 SS0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0310'3.1 MI SE FROM MONARCH.
 SS0310'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0310'SCHOOL AT MONARCH, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD, 0.2
 SS0310'MILE SOUTHEAST ACROSS A FIELD TO THE SOUTHWEST BANK OF BELT CREEK, IN
 SS0310'SECTION 11, T 15 N, R 7 E, 180 FEET SOUTHWEST OF A TELEPHONE POLE,
 SS0310'36.2 FEET NORTHWEST OF A 6 Q 1961, AND SET IN THE TOP OF A CONCRETE
 SS0310'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0312 ***********************************************************************
 SS0312  DESIGNATION -  A 6 Q RM 2
 SS0312  PID         -  SS0312
 SS0312  STATE/COUNTY-  MT/CASCADE
 SS0312  USGS QUAD   -  MONARCH (1995)
 SS0312
 SS0312                         *CURRENT SURVEY CONTROL
 SS0312  ___________________________________________________________________
 SS0312* NAD 83(1986)-  47 03 46.     (N)    110 48 26.     (W)     SCALED    
 SS0312* NAVD 88     -      1461.810  (meters)    4795.95   (feet)  ADJUSTED  
 SS0312  ___________________________________________________________________
 SS0312  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 SS0312  DYNAMIC HT  -        1461.530 (meters)    4795.04  (feet)  COMP
 SS0312  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 SS0312
 SS0312  VERT ORDER  -  SECOND    CLASS 0
 SS0312
 SS0312.The horizontal coordinates were scaled from a topographic map and have
 SS0312.an estimated accuracy of +/- 6 seconds.
 SS0312
 SS0312.The orthometric height was determined by differential leveling
 SS0312.and adjusted by the National Geodetic Survey in June 1991..
 SS0312
 SS0312.The geoid height was determined by GEOID03.
 SS0312
 SS0312.The dynamic height is computed by dividing the NAVD 88
 SS0312.geopotential number by the normal gravity value computed on the
 SS0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0312.degrees latitude (g = 980.6199 gals.).
 SS0312
 SS0312.The modeled gravity was interpolated from observed gravity values.
 SS0312
 SS0312;                    North         East    Units  Estimated Accuracy
 SS0312;SPC MT       -   313,380.      500,760.      MT  (+/- 180 meters Scaled)
 SS0312
 SS0312                          SUPERSEDED SURVEY CONTROL
 SS0312
 SS0312  NGVD 29 (??/??/92) 1460.804  (m)         4792.65   (f) ADJ UNCH    2 0
 SS0312
 SS0312.Superseded values are not recommended for survey control.
 SS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0312.See file dsdata.txt to determine how the superseded data were derived.
 SS0312
 SS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT146121(NAD 83)
 SS0312_MARKER: DR = REFERENCE MARK DISK
 SS0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0312_STAMPING: A 6 Q NO 2 1961
 SS0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0312+STABILITY: SURFACE MOTION
 SS0312
 SS0312  HISTORY     - Date     Condition        Report By
 SS0312  HISTORY     - 1961     MONUMENTED       CGS
 SS0312
 SS0312                          STATION DESCRIPTION
 SS0312
 SS0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0312'3.1 MI SE FROM MONARCH.
 SS0312'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0312'SCHOOL AT MONARCH, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD,
 SS0312'THENCE 0.2 MILE SOUTHEAST ACROSS A FIELD TO THE SOUTHWEST BANK OF BELT
 SS0312'CREEK, IN SECTION 11, T 15 N, R 7 E, 205 FEET SOUTHWEST OF A TELEPHONE
 SS0312'POLE, 25.7 FEET SOUTHWEST OF A 6 Q 1961, AND SET IN THE TOP OF A
 SS0312'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0314 ***********************************************************************
 SS0314  DESIGNATION -  A 6 R
 SS0314  PID         -  SS0314
 SS0314  STATE/COUNTY-  MT/CASCADE
 SS0314  USGS QUAD   -  MONARCH (1995)
 SS0314
 SS0314                         *CURRENT SURVEY CONTROL
 SS0314  ___________________________________________________________________
 SS0314* NAD 83(1986)-  47 03 55.     (N)    110 48 43.     (W)     SCALED    
 SS0314* NAVD 88     -      1446.474  (meters)    4745.64   (feet)  ADJUSTED  
 SS0314  ___________________________________________________________________
 SS0314  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 SS0314  DYNAMIC HT  -        1446.199 (meters)    4744.74  (feet)  COMP
 SS0314  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 SS0314
 SS0314  VERT ORDER  -  SECOND    CLASS 0
 SS0314
 SS0314.The horizontal coordinates were scaled from a topographic map and have
 SS0314.an estimated accuracy of +/- 6 seconds.
 SS0314
 SS0314.The orthometric height was determined by differential leveling
 SS0314.and adjusted by the National Geodetic Survey in June 1991..
 SS0314
 SS0314.The geoid height was determined by GEOID03.
 SS0314
 SS0314.The dynamic height is computed by dividing the NAVD 88
 SS0314.geopotential number by the normal gravity value computed on the
 SS0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0314.degrees latitude (g = 980.6199 gals.).
 SS0314
 SS0314.The modeled gravity was interpolated from observed gravity values.
 SS0314
 SS0314;                    North         East    Units  Estimated Accuracy
 SS0314;SPC MT       -   313,660.      500,410.      MT  (+/- 180 meters Scaled)
 SS0314
 SS0314                          SUPERSEDED SURVEY CONTROL
 SS0314
 SS0314  NGVD 29 (??/??/92) 1445.469  (m)         4742.34   (f) ADJ UNCH    2 0
 SS0314
 SS0314.Superseded values are not recommended for survey control.
 SS0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0314.See file dsdata.txt to determine how the superseded data were derived.
 SS0314
 SS0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT142124(NAD 83)
 SS0314_MARKER: DS = TRIANGULATION STATION DISK
 SS0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0314_STAMPING: A 6 R 1961
 SS0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0314+STABILITY: SURFACE MOTION
 SS0314
 SS0314  HISTORY     - Date     Condition        Report By
 SS0314  HISTORY     - 1961     MONUMENTED       CGS
 SS0314
 SS0314                          STATION DESCRIPTION
 SS0314
 SS0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0314'3.1 MI SE FROM MONARCH.
 SS0314'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0314'SCHOOL AT MONARCH, THENCE 0.2 NORTHWEST ALONG THE SOUTHWEST BANK OF
 SS0314'BELT CREEK, IN SECTION 11, T 15 N, R 7 E, ABOUT 400 FEET SOUTHWEST OF
 SS0314'AND ACROSS BELT CREEK FROM U.S. HIGHWAY 89, AT THE NORTHEAST EDGE OF A
 SS0314'FIELD AND ON TOP OF THE SOUTHWEST BANK OF BELT CREEK, 40.2 FEET
 SS0314'NORTHWEST OF A 6 R R.M. 2, 28.3 FEET SOUTHWEST OF A 6 R R.M. 1, 3.1
 SS0314'FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SS0314'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0315 ***********************************************************************
 SS0315  DESIGNATION -  A 6 R RM 1
 SS0315  PID         -  SS0315
 SS0315  STATE/COUNTY-  MT/CASCADE
 SS0315  USGS QUAD   -  MONARCH (1995)
 SS0315
 SS0315                         *CURRENT SURVEY CONTROL
 SS0315  ___________________________________________________________________
 SS0315* NAD 83(1986)-  47 03 56.     (N)    110 48 43.     (W)     SCALED    
 SS0315* NAVD 88     -      1445.829  (meters)    4743.52   (feet)  ADJUSTED  
 SS0315  ___________________________________________________________________
 SS0315  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 SS0315  DYNAMIC HT  -        1445.555 (meters)    4742.62  (feet)  COMP
 SS0315  MODELED GRAV-     980,372.5   (mgal)                       NAVD 88
 SS0315
 SS0315  VERT ORDER  -  SECOND    CLASS 0
 SS0315
 SS0315.The horizontal coordinates were scaled from a topographic map and have
 SS0315.an estimated accuracy of +/- 6 seconds.
 SS0315
 SS0315.The orthometric height was determined by differential leveling
 SS0315.and adjusted by the National Geodetic Survey in June 1991..
 SS0315
 SS0315.The geoid height was determined by GEOID03.
 SS0315
 SS0315.The dynamic height is computed by dividing the NAVD 88
 SS0315.geopotential number by the normal gravity value computed on the
 SS0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0315.degrees latitude (g = 980.6199 gals.).
 SS0315
 SS0315.The modeled gravity was interpolated from observed gravity values.
 SS0315
 SS0315;                    North         East    Units  Estimated Accuracy
 SS0315;SPC MT       -   313,700.      500,410.      MT  (+/- 180 meters Scaled)
 SS0315
 SS0315                          SUPERSEDED SURVEY CONTROL
 SS0315
 SS0315  NGVD 29 (??/??/92) 1444.825  (m)         4740.23   (f) ADJ UNCH    2 0
 SS0315
 SS0315.Superseded values are not recommended for survey control.
 SS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0315.See file dsdata.txt to determine how the superseded data were derived.
 SS0315
 SS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT142124(NAD 83)
 SS0315_MARKER: DR = REFERENCE MARK DISK
 SS0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0315_STAMPING: A 6 R NO 1 1961
 SS0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0315+STABILITY: SURFACE MOTION
 SS0315
 SS0315  HISTORY     - Date     Condition        Report By
 SS0315  HISTORY     - 1961     MONUMENTED       CGS
 SS0315
 SS0315                          STATION DESCRIPTION
 SS0315
 SS0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0315'3.1 MI SE FROM MONARCH.
 SS0315'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0315'SCHOOL AT MONARCH, THENCE 0.2 MILE NORTHWEST ALONG THE SOUTHBANK OF
 SS0315'BELT CREEK, IN SECTION 11, T 15 N, R 7 E, 400 FEET SOUTHWEST OF AND
 SS0315'ACROSS BELT CREEK FROM U.S. HIGHWAY 89, 28.3 FEET NORTHEAST OF A 6 R
 SS0315'1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0313 ***********************************************************************
 SS0313  DESIGNATION -  A 6 R RM 2
 SS0313  PID         -  SS0313
 SS0313  STATE/COUNTY-  MT/CASCADE
 SS0313  USGS QUAD   -  MONARCH (1995)
 SS0313
 SS0313                         *CURRENT SURVEY CONTROL
 SS0313  ___________________________________________________________________
 SS0313* NAD 83(1986)-  47 03 55.     (N)    110 48 43.     (W)     SCALED    
 SS0313* NAVD 88     -      1446.902  (meters)    4747.04   (feet)  ADJUSTED  
 SS0313  ___________________________________________________________________
 SS0313  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 SS0313  DYNAMIC HT  -        1446.627 (meters)    4746.14  (feet)  COMP
 SS0313  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 SS0313
 SS0313  VERT ORDER  -  SECOND    CLASS 0
 SS0313
 SS0313.The horizontal coordinates were scaled from a topographic map and have
 SS0313.an estimated accuracy of +/- 6 seconds.
 SS0313
 SS0313.The orthometric height was determined by differential leveling
 SS0313.and adjusted by the National Geodetic Survey in June 1991..
 SS0313
 SS0313.The geoid height was determined by GEOID03.
 SS0313
 SS0313.The dynamic height is computed by dividing the NAVD 88
 SS0313.geopotential number by the normal gravity value computed on the
 SS0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0313.degrees latitude (g = 980.6199 gals.).
 SS0313
 SS0313.The modeled gravity was interpolated from observed gravity values.
 SS0313
 SS0313;                    North         East    Units  Estimated Accuracy
 SS0313;SPC MT       -   313,660.      500,410.      MT  (+/- 180 meters Scaled)
 SS0313
 SS0313                          SUPERSEDED SURVEY CONTROL
 SS0313
 SS0313  NGVD 29 (??/??/92) 1445.898  (m)         4743.75   (f) ADJ UNCH    2 0
 SS0313
 SS0313.Superseded values are not recommended for survey control.
 SS0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0313.See file dsdata.txt to determine how the superseded data were derived.
 SS0313
 SS0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT142124(NAD 83)
 SS0313_MARKER: DR = REFERENCE MARK DISK
 SS0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0313_STAMPING: A 6 R NO 2 1961
 SS0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0313+STABILITY: SURFACE MOTION
 SS0313
 SS0313  HISTORY     - Date     Condition        Report By
 SS0313  HISTORY     - 1961     MONUMENTED       CGS
 SS0313
 SS0313                          STATION DESCRIPTION
 SS0313
 SS0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0313'3.1 MI SE FROM MONARCH.
 SS0313'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0313'SCHOOL AT MONARCH, THENCE 0.2 MILE NORTHWEST ALONG THE SOUTHWEST BANK
 SS0313'OF BELT CREEK, IN SECTION 11, T 15 N, R 7 E, 400 FEET SOUTHWEST OF AND
 SS0313'ACROSS BELT CREEK FROM U.S. HIGHWAY 89, 40.2 FEET SOUTHEAST OF A 6 R
 SS0313'1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0126 ***********************************************************************
 QU0126  DESIGNATION -  A 60
 QU0126  PID         -  QU0126
 QU0126  STATE/COUNTY-  MT/POWDER RIVER
 QU0126  USGS QUAD   -  WILD BILL CREEK (1970)
 QU0126
 QU0126                         *CURRENT SURVEY CONTROL
 QU0126  ___________________________________________________________________
 QU0126* NAD 83(1986)-  45 00 51.     (N)    105 22 38.     (W)     SCALED    
 QU0126* NAVD 88     -      1063.262  (meters)    3488.39   (feet)  ADJUSTED  
 QU0126  ___________________________________________________________________
 QU0126  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 QU0126  DYNAMIC HT  -        1062.963 (meters)    3487.40  (feet)  COMP
 QU0126  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 QU0126
 QU0126  VERT ORDER  -  FIRST     CLASS II
 QU0126
 QU0126.The horizontal coordinates were scaled from a topographic map and have
 QU0126.an estimated accuracy of +/- 6 seconds.
 QU0126
 QU0126.The orthometric height was determined by differential leveling
 QU0126.and adjusted by the National Geodetic Survey in June 1991..
 QU0126
 QU0126.The geoid height was determined by GEOID03.
 QU0126
 QU0126.The dynamic height is computed by dividing the NAVD 88
 QU0126.geopotential number by the normal gravity value computed on the
 QU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0126.degrees latitude (g = 980.6199 gals.).
 QU0126
 QU0126.The modeled gravity was interpolated from observed gravity values.
 QU0126
 QU0126;                    North         East    Units  Estimated Accuracy
 QU0126;SPC MT       -    93,490.      924,840.      MT  (+/- 180 meters Scaled)
 QU0126
 QU0126                          SUPERSEDED SURVEY CONTROL
 QU0126
 QU0126  NGVD 29 (??/??/92) 1062.628  (m)         3486.31   (f) ADJ UNCH    1 2
 QU0126
 QU0126.Superseded values are not recommended for survey control.
 QU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0126.See file dsdata.txt to determine how the superseded data were derived.
 QU0126
 QU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK702845(NAD 83)
 QU0126_MARKER: DB = BENCH MARK DISK
 QU0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0126_STAMPING: A 60 1933
 QU0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0126+STABILITY: SURFACE MOTION
 QU0126
 QU0126  HISTORY     - Date     Condition        Report By
 QU0126  HISTORY     - 1933     MONUMENTED       CGS
 QU0126  HISTORY     - 1953     GOOD             NGS
 QU0126  HISTORY     - 1970     MARK NOT FOUND   USGS
 QU0126
 QU0126                          STATION DESCRIPTION
 QU0126
 QU0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0126'33.2 MI S FROM BROADUS.
 QU0126'33.2 MILES SOUTH ALONG THE BROADUS-GILLETTE ROAD FROM THE
 QU0126'INTERSECTION OF STATE HIGHWAY 22 AND THE MAIN NORTH-AND-SOUTH
 QU0126'STREET AT BROADUS, POWDER RIVER COUNTY, 7.4 MILES SOUTH OF THE
 QU0126'POST OFFICE AND STORE AT BIDDLE, 1 MILE NORTH OF THE WYOMING-MONTANA
 QU0126'STATE LINE, 1,140 FEET EAST OF THE CORNER OF SECS. 29, 30, 31,
 QU0126'32, T. 9 S., R. 52 E., 20 FEET EAST OF THE CENTERLINE OF THE ROAD,
 QU0126'AND 11 FEET NORTH OF THE CORNER OF A WIRE FENCE.  A STANDARD
 QU0126'DISK, STAMPED A 60 1933 AND SET IN THE TOP OF A CONCRETE POST
 QU0126'PROJECTING 6 INCHES ABOVE GROUND.
 QU0126
 QU0126                          STATION RECOVERY (1970)
 QU0126
 QU0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QU0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0189 ***********************************************************************
 QU0189  DESIGNATION -  A 61
 QU0189  PID         -  QU0189
 QU0189  STATE/COUNTY-  MT/POWDER RIVER
 QU0189  USGS QUAD   -  OLIVE (1973)
 QU0189
 QU0189                         *CURRENT SURVEY CONTROL
 QU0189  ___________________________________________________________________
 QU0189* NAD 83(1986)-  45 35 52.     (N)    105 33 03.     (W)     SCALED    
 QU0189* NAVD 88     -      1046.506  (meters)    3433.41   (feet)  ADJUSTED  
 QU0189  ___________________________________________________________________
 QU0189  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 QU0189  DYNAMIC HT  -        1046.289 (meters)    3432.70  (feet)  COMP
 QU0189  MODELED GRAV-     980,372.4   (mgal)                       NAVD 88
 QU0189
 QU0189  VERT ORDER  -  FIRST     CLASS II
 QU0189
 QU0189.The horizontal coordinates were scaled from a topographic map and have
 QU0189.an estimated accuracy of +/- 6 seconds.
 QU0189
 QU0189.The orthometric height was determined by differential leveling
 QU0189.and adjusted by the National Geodetic Survey in June 1991..
 QU0189
 QU0189.The geoid height was determined by GEOID03.
 QU0189
 QU0189.The dynamic height is computed by dividing the NAVD 88
 QU0189.geopotential number by the normal gravity value computed on the
 QU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0189.degrees latitude (g = 980.6199 gals.).
 QU0189
 QU0189.The modeled gravity was interpolated from observed gravity values.
 QU0189
 QU0189;                    North         East    Units  Estimated Accuracy
 QU0189;SPC MT       -   157,550.      907,900.      MT  (+/- 180 meters Scaled)
 QU0189
 QU0189                          SUPERSEDED SURVEY CONTROL
 QU0189
 QU0189  NGVD 29 (??/??/92) 1045.842  (m)         3431.23   (f) ADJ UNCH    1 2
 QU0189
 QU0189.Superseded values are not recommended for survey control.
 QU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0189.See file dsdata.txt to determine how the superseded data were derived.
 QU0189
 QU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL570495(NAD 83)
 QU0189_MARKER: DB = BENCH MARK DISK
 QU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0189_SP_SET: CONCRETE POST
 QU0189_STAMPING: A 61 1933
 QU0189_MARK LOGO: CGS   
 QU0189_PROJECTION: PROJECTING 30 CENTIMETERS
 QU0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0189+STABILITY: SURFACE MOTION
 QU0189
 QU0189  HISTORY     - Date     Condition        Report By
 QU0189  HISTORY     - 1933     MONUMENTED       CGS
 QU0189  HISTORY     - 1953     GOOD             NGS
 QU0189  HISTORY     - 1985     GOOD             NGS
 QU0189
 QU0189                          STATION DESCRIPTION
 QU0189
 QU0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0189'13.5 MI N FROM BROADUS.
 QU0189'13.5 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE INTERSECTION
 QU0189'WITH THE MAIN NORTH-AND-SOUTH STREET AT BROADUS, POWDER RIVER
 QU0189'COUNTY, 3.5 MILES NORTH OF OLIVE, AT THE TOP OF A HILL RISING
 QU0189'FROM THE NORTH AND THE SOUTH, 39 FEET NORTH OF A ROAD LEADING WEST,
 QU0189'65 FEET EAST OF PRESENT HIGHWAY TO CENTERLINE IN A MOUND OF DIRT,
 QU0189'AND 8 FEET NORTH OF THE CORNER OF A WIRE FENCE.  A STANDARD DISK,
 QU0189'STAMPED A 61 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QU0189'6 INCHES ABOVE GROUND.
 QU0189
 QU0189                          STATION RECOVERY (1985)
 QU0189
 QU0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0189'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 22.4 KM (13.9
 QU0189'MI) NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY COURTHOUSE AT
 QU0189'BROADUS, 6.1 KM (3.8 MI) NORTH OF THE OLIVE POST OFFICE, 0.8 KM (0.5
 QU0189'MI) SOUTH OF MILEPOST 63, ON THE SUMMIT OF A HILL, 21.1 METERS (69.5
 QU0189'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 26.0 METERS (85.5 FT) WEST
 QU0189'OF THE T JUNCTION OF THE RIGHT-OF-WAY FENCE AND A FENCE LEADING EAST,
 QU0189'14.5 METERS (47.5 FT) NORTH OF A POWER POLE, AND 11.9 METERS (39.0
 QU0189'FT) NORTH OF THE EXTENDED CENTER OF A DIRT ROAD LEADING WEST.
 QU0189'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 QU0189'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0267 ***********************************************************************
 RT0267  DESIGNATION -  A 62
 RT0267  PID         -  RT0267
 RT0267  STATE/COUNTY-  MT/CUSTER
 RT0267  USGS QUAD   -  HORSE CREEK (1969)
 RT0267
 RT0267                         *CURRENT SURVEY CONTROL
 RT0267  ___________________________________________________________________
 RT0267* NAD 83(1986)-  46 13 28.     (N)    105 41 12.     (W)     SCALED    
 RT0267* NAVD 88     -       759.606  (meters)    2492.14   (feet)  ADJUSTED  
 RT0267  ___________________________________________________________________
 RT0267  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RT0267  DYNAMIC HT  -         759.525 (meters)    2491.87  (feet)  COMP
 RT0267  MODELED GRAV-     980,483.4   (mgal)                       NAVD 88
 RT0267
 RT0267  VERT ORDER  -  FIRST     CLASS II
 RT0267
 RT0267.The horizontal coordinates were scaled from a topographic map and have
 RT0267.an estimated accuracy of +/- 6 seconds.
 RT0267
 RT0267.The orthometric height was determined by differential leveling
 RT0267.and adjusted by the National Geodetic Survey in June 1991..
 RT0267
 RT0267.The geoid height was determined by GEOID03.
 RT0267
 RT0267.The dynamic height is computed by dividing the NAVD 88
 RT0267.geopotential number by the normal gravity value computed on the
 RT0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0267.degrees latitude (g = 980.6199 gals.).
 RT0267
 RT0267.The modeled gravity was interpolated from observed gravity values.
 RT0267
 RT0267;                    North         East    Units  Estimated Accuracy
 RT0267;SPC MT       -   226,570.      893,930.      MT  (+/- 180 meters Scaled)
 RT0267
 RT0267                          SUPERSEDED SURVEY CONTROL
 RT0267
 RT0267  NGVD 29 (??/??/92)  758.991  (m)         2490.12   (f) ADJ UNCH    1 2
 RT0267
 RT0267.Superseded values are not recommended for survey control.
 RT0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0267.See file dsdata.txt to determine how the superseded data were derived.
 RT0267
 RT0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM470192(NAD 83)
 RT0267_MARKER: DB = BENCH MARK DISK
 RT0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0267_SP_SET: CONCRETE POST
 RT0267_STAMPING: A 62 1933
 RT0267_MARK LOGO: CGS   
 RT0267_PROJECTION: PROJECTING 15 CENTIMETERS
 RT0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0267+STABILITY: SURFACE MOTION
 RT0267
 RT0267  HISTORY     - Date     Condition        Report By
 RT0267  HISTORY     - 1933     MONUMENTED       CGS
 RT0267  HISTORY     - 1969     GOOD             USGS
 RT0267  HISTORY     - 1985     GOOD             NGS
 RT0267
 RT0267                          STATION DESCRIPTION
 RT0267
 RT0267'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0267'16.8 MI SE FROM MILES CITY.
 RT0267'16.8 MILES S.E. ALONG U.S. HWY 312 FROM POST OFFICE IN MILES CITY,
 RT0267'MONTANA.  3.3 MILES S.E. ALONG U.S. HWY 312 FROM JCT. OF TONGUE RIVER
 RT0267'RD.  0.5 MILE S. E. ALONG U.S. HWY 312 FROM BRIDGE OVER PUMPKIN CREEK
 RT0267'TO DRIVE WAY W. TO E.S. DAMMS RANCH.  85 FT. W. OF CENTER OF HWY AT
 RT0267'DRIVEWAY.  17 FT. N.W. OF DRIVE WAY AT R.O.W. FENCE.  SET IN TOP OF
 RT0267'CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND, STANDARD TABLET STAMPED
 RT0267'A - 62 1933.
 RT0267
 RT0267                          STATION RECOVERY (1985)
 RT0267
 RT0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RT0267'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 22.8 KM (14.2
 RT0267'MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION OF INTERSTATE
 RT0267'94 AT MILES CITY, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 16, 21.9
 RT0267'METERS (72.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.9
 RT0267'METERS (16.0 FT) NORTHWEST OF THE CENTER OF W.L. WHITES RANCH ROAD,
 RT0267'AND 0.3 METER (1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 RT0267'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RT0267'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0193 ***********************************************************************
 TH0193  DESIGNATION -  A 63
 TH0193  PID         -  TH0193
 TH0193  STATE/COUNTY-  MT/DANIELS
 TH0193  USGS QUAD   -  MADOC (1973)
 TH0193
 TH0193                         *CURRENT SURVEY CONTROL
 TH0193  ___________________________________________________________________
 TH0193* NAD 83(1986)-  48 48 43.     (N)    105 18 54.     (W)     SCALED    
 TH0193* NAVD 88     -       831.954  (meters)    2729.50   (feet)  ADJUSTED  
 TH0193  ___________________________________________________________________
 TH0193  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 TH0193  DYNAMIC HT  -         832.092 (meters)    2729.96  (feet)  COMP
 TH0193  MODELED GRAV-     980,746.4   (mgal)                       NAVD 88
 TH0193
 TH0193  VERT ORDER  -  SECOND    CLASS 0
 TH0193
 TH0193.The horizontal coordinates were scaled from a topographic map and have
 TH0193.an estimated accuracy of +/- 6 seconds.
 TH0193
 TH0193.The orthometric height was determined by differential leveling
 TH0193.and adjusted by the National Geodetic Survey in June 1991..
 TH0193
 TH0193.The geoid height was determined by GEOID03.
 TH0193
 TH0193.The dynamic height is computed by dividing the NAVD 88
 TH0193.geopotential number by the normal gravity value computed on the
 TH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0193.degrees latitude (g = 980.6199 gals.).
 TH0193
 TH0193.The modeled gravity was interpolated from observed gravity values.
 TH0193
 TH0193;                    North         East    Units  Estimated Accuracy
 TH0193;SPC MT       -   515,160.      907,200.      MT  (+/- 180 meters Scaled)
 TH0193
 TH0193                          SUPERSEDED SURVEY CONTROL
 TH0193
 TH0193  NGVD 29 (??/??/92)  831.353  (m)         2727.53   (f) ADJ UNCH    2 0
 TH0193
 TH0193.Superseded values are not recommended for survey control.
 TH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0193.See file dsdata.txt to determine how the superseded data were derived.
 TH0193
 TH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ768065(NAD 83)
 TH0193_MARKER: DB = BENCH MARK DISK
 TH0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0193_STAMPING: A 63 1934
 TH0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0193+STABILITY: SURFACE MOTION
 TH0193
 TH0193  HISTORY     - Date     Condition        Report By
 TH0193  HISTORY     - 1934     MONUMENTED       CGS
 TH0193  HISTORY     - 1975     GOOD             NGS
 TH0193
 TH0193                          STATION DESCRIPTION
 TH0193
 TH0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0193'1.5 MI W FROM MADOC.
 TH0193'1.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM MADOC, DANIELS
 TH0193'COUNTY, 117 YARDS EAST OF MILEPOST 93, 49 FEET SOUTH OF THE CENTERLINE
 TH0193'OF THE TRACK, AND 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 TH0193'DISK, STAMPED A 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TH0193
 TH0193                          STATION RECOVERY (1975)
 TH0193
 TH0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TH0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0152 ***********************************************************************
 TH0152  DESIGNATION -  A 64
 TH0152  PID         -  TH0152
 TH0152  STATE/COUNTY-  MT/SHERIDAN
 TH0152  USGS QUAD   -  ARCHER (1983)
 TH0152
 TH0152                         *CURRENT SURVEY CONTROL
 TH0152  ___________________________________________________________________
 TH0152* NAD 83(1986)-  48 47 32.     (N)    104 49 09.     (W)     SCALED    
 TH0152* NAVD 88     -       629.661  (meters)    2065.81   (feet)  ADJUSTED  
 TH0152  ___________________________________________________________________
 TH0152  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 TH0152  DYNAMIC HT  -         629.770 (meters)    2066.17  (feet)  COMP
 TH0152  MODELED GRAV-     980,761.8   (mgal)                       NAVD 88
 TH0152
 TH0152  VERT ORDER  -  SECOND    CLASS 0
 TH0152
 TH0152.The horizontal coordinates were scaled from a topographic map and have
 TH0152.an estimated accuracy of +/- 6 seconds.
 TH0152
 TH0152.The orthometric height was determined by differential leveling
 TH0152.and adjusted by the National Geodetic Survey in June 1991..
 TH0152
 TH0152.The geoid height was determined by GEOID03.
 TH0152
 TH0152.The dynamic height is computed by dividing the NAVD 88
 TH0152.geopotential number by the normal gravity value computed on the
 TH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0152.degrees latitude (g = 980.6199 gals.).
 TH0152
 TH0152.The modeled gravity was interpolated from observed gravity values.
 TH0152
 TH0152;                    North         East    Units  Estimated Accuracy
 TH0152;SPC MT       -   515,040.      943,680.      MT  (+/- 180 meters Scaled)
 TH0152
 TH0152                          SUPERSEDED SURVEY CONTROL
 TH0152
 TH0152  NGVD 29 (??/??/92)  629.121  (m)         2064.04   (f) ADJ UNCH    2 0
 TH0152
 TH0152.Superseded values are not recommended for survey control.
 TH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0152.See file dsdata.txt to determine how the superseded data were derived.
 TH0152
 TH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ132043(NAD 83)
 TH0152_MARKER: DB = BENCH MARK DISK
 TH0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0152_STAMPING: A 64 1934
 TH0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0152+STABILITY: SURFACE MOTION
 TH0152
 TH0152  HISTORY     - Date     Condition        Report By
 TH0152  HISTORY     - 1934     MONUMENTED       CGS
 TH0152  HISTORY     - 1977     GOOD             USGS
 TH0152
 TH0152                          STATION DESCRIPTION
 TH0152
 TH0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0152'0.3 MI W FROM ARCHER.
 TH0152'0.3 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM ARCHER, SHERIDAN
 TH0152'COUNTY, 9 FEET WEST OF MILEPOST 68, AND 43 FEET NORTH OF THE
 TH0152'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 64 1934 AND SET
 TH0152'IN THE TOP OF A CONCRETE POST.
 TH0152
 TH0152                          STATION RECOVERY (1977)
 TH0152
 TH0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0152'0.3 MILE WEST ALONG THE BURLINGTON NORTHERN RAILWAY FROM ARCHER,
 TH0152'SHERIDAN COUNTY, 29 FT NNW OF MILEPOST 68, AND 46.5 FT NORTH OF THE
 TH0152'CENTERLINE OF THE TRACK. A STANDARD DISK, STAMPED A 64 1934 AND SET
 TH0152'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0302 ***********************************************************************
 SR0302  DESIGNATION -  A 65
 SR0302  PID         -  SR0302
 SR0302  STATE/COUNTY-  MT/FERGUS
 SR0302  USGS QUAD   -  GERHARD CORNER (1985)
 SR0302
 SR0302                         *CURRENT SURVEY CONTROL
 SR0302  ___________________________________________________________________
 SR0302* NAD 83(1986)-  47 36 47.     (N)    109 10 28.     (W)     SCALED    
 SR0302* NAVD 88     -      1033.240  (meters)    3389.89   (feet)  ADJUSTED  
 SR0302  ___________________________________________________________________
 SR0302  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 SR0302  DYNAMIC HT  -        1033.225 (meters)    3389.84  (feet)  COMP
 SR0302  MODELED GRAV-     980,561.2   (mgal)                       NAVD 88
 SR0302
 SR0302  VERT ORDER  -  FIRST     CLASS II
 SR0302
 SR0302.The horizontal coordinates were scaled from a topographic map and have
 SR0302.an estimated accuracy of +/- 6 seconds.
 SR0302
 SR0302.The orthometric height was determined by differential leveling
 SR0302.and adjusted by the National Geodetic Survey in June 1991..
 SR0302
 SR0302.The geoid height was determined by GEOID03.
 SR0302
 SR0302.The dynamic height is computed by dividing the NAVD 88
 SR0302.geopotential number by the normal gravity value computed on the
 SR0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0302.degrees latitude (g = 980.6199 gals.).
 SR0302
 SR0302.The modeled gravity was interpolated from observed gravity values.
 SR0302
 SR0302;                    North         East    Units  Estimated Accuracy
 SR0302;SPC MT       -   373,750.      624,460.      MT  (+/- 180 meters Scaled)
 SR0302
 SR0302                          SUPERSEDED SURVEY CONTROL
 SR0302
 SR0302  NGVD 29 (??/??/92) 1032.431  (m)         3387.23   (f) ADJ UNCH    1 2
 SR0302
 SR0302.Superseded values are not recommended for survey control.
 SR0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0302.See file dsdata.txt to determine how the superseded data were derived.
 SR0302
 SR0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT371749(NAD 83)
 SR0302_MARKER: DB = BENCH MARK DISK
 SR0302_SETTING: 80 = SET IN A BOULDER
 SR0302_SP_SET: BOULDER
 SR0302_STAMPING: 3387.234 A 65 1933
 SR0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0302+STABILITY: SURFACE MOTION
 SR0302
 SR0302  HISTORY     - Date     Condition        Report By
 SR0302  HISTORY     - 1933     MONUMENTED       CGS
 SR0302  HISTORY     - 1934     GOOD             NGS
 SR0302  HISTORY     - 1979     GOOD             USGS
 SR0302
 SR0302                          STATION DESCRIPTION
 SR0302
 SR0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0302'12.8 MI NE FROM WINIFRED.
 SR0302'12.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM WINIFRED, FERGUS
 SR0302'COUNTY, ON THE SOUTH SIDE OF THE WEST END OF A KNOLL, 83 FEET EAST OF
 SR0302'THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A
 SR0302'STANDARD DISK, STAMPED 3387.234 A 65 1933.
 SR0302
 SR0302                          STATION RECOVERY (1979)
 SR0302
 SR0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0302'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0302'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0302'0.5 MILE NORTH, 1.9 MILES EAST, 1.0 MILE NORTH, 3.95 MILES EAST, 1.0
 SR0302'MILE NORTH, 2.0 MILES EAST, 1.0 MILE NORTH ALL ALONG A GRAVELED ROAD
 SR0302'TO A GRAVELED ROAD EAST. IN THE SOUTHWEST CORNER OF SECTION 4 T21N
 SR0302'R20E, 123 FEET NORTH AND 81 FEET EAST OF ROAD JUNCTION, SET IN A
 SR0302'SANDSTONE OUTCROP AND STAMPED 3387.234 A 65 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0003 ***********************************************************************
 SR0003  DESIGNATION -  A 66
 SR0003  PID         -  SR0003
 SR0003  STATE/COUNTY-  MT/PHILLIPS
 SR0003  USGS QUAD   -  BEAR MOUNTAIN (1971)
 SR0003
 SR0003                         *CURRENT SURVEY CONTROL
 SR0003  ___________________________________________________________________
 SR0003* NAD 83(1986)-  47 54 46.     (N)    108 28 35.     (W)     SCALED    
 SR0003* NAVD 88     -      1162.696  (meters)    3814.61   (feet)  ADJUSTED  
 SR0003  ___________________________________________________________________
 SR0003  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 SR0003  DYNAMIC HT  -        1162.672 (meters)    3814.53  (feet)  COMP
 SR0003  MODELED GRAV-     980,550.7   (mgal)                       NAVD 88
 SR0003
 SR0003  VERT ORDER  -  FIRST     CLASS II
 SR0003
 SR0003.The horizontal coordinates were scaled from a topographic map and have
 SR0003.an estimated accuracy of +/- 6 seconds.
 SR0003
 SR0003.The orthometric height was determined by differential leveling
 SR0003.and adjusted by the National Geodetic Survey in June 1991..
 SR0003
 SR0003.The geoid height was determined by GEOID03.
 SR0003
 SR0003.The dynamic height is computed by dividing the NAVD 88
 SR0003.geopotential number by the normal gravity value computed on the
 SR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0003.degrees latitude (g = 980.6199 gals.).
 SR0003
 SR0003.The modeled gravity was interpolated from observed gravity values.
 SR0003
 SR0003;                    North         East    Units  Estimated Accuracy
 SR0003;SPC MT       -   407,500.      676,480.      MT  (+/- 180 meters Scaled)
 SR0003
 SR0003                          SUPERSEDED SURVEY CONTROL
 SR0003
 SR0003  NGVD 29 (??/??/92) 1161.866  (m)         3811.89   (f) ADJ UNCH    1 2
 SR0003
 SR0003.Superseded values are not recommended for survey control.
 SR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0003.See file dsdata.txt to determine how the superseded data were derived.
 SR0003
 SR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU885096(NAD 83)
 SR0003_MARKER: DB = BENCH MARK DISK
 SR0003_SETTING: 80 = SET IN A BOULDER
 SR0003_STAMPING: A 66 1933
 SR0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0003+STABILITY: SURFACE MOTION
 SR0003
 SR0003  HISTORY     - Date     Condition        Report By
 SR0003  HISTORY     - 1933     MONUMENTED       CGS
 SR0003  HISTORY     - 1934     MARK NOT FOUND   NGS
 SR0003
 SR0003                          STATION DESCRIPTION
 SR0003
 SR0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0003'2.4 MI E FROM ZORTMAN.
 SR0003'2.4 MILES EAST ALONG STATE HIGHWAY 19 FROM ZORTMAN, PHILLIPS COUNTY,
 SR0003'AT THE FOOT AND ON THE SOUTH SIDE OF A CONE-SHAPED HILL, 184 FEET
 SR0003'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTH OF THE
 SR0003'CENTER OF A DRY WASH, AND IN THE TOP OF A GRANITE BOULDER.  A STANDARD
 SR0003'DISK, STAMPED A 66 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0275 ***********************************************************************
 QY0275  DESIGNATION -  A 67
 QY0275  PID         -  QY0275
 QY0275  STATE/COUNTY-  MT/BEAVERHEAD
 QY0275  USGS QUAD   -  WISDOM (1962)
 QY0275
 QY0275                         *CURRENT SURVEY CONTROL
 QY0275  ___________________________________________________________________
 QY0275* NAD 83(1992)-  45 35 20.58932(N)    113 27 15.92146(W)     ADJUSTED  
 QY0275* NAVD 88     -      1868.661  (meters)    6130.77   (feet)  ADJUSTED  
 QY0275  ___________________________________________________________________
 QY0275  LAPLACE CORR-           8.27  (seconds)                    DEFLEC99
 QY0275  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 QY0275  DYNAMIC HT  -        1867.749 (meters)    6127.77  (feet)  COMP
 QY0275  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 QY0275
 QY0275  HORZ ORDER  -  THIRD
 QY0275  VERT ORDER  -  SECOND    CLASS 0
 QY0275
 QY0275.The horizontal coordinates were established by classical geodetic methods
 QY0275.and adjusted by the National Geodetic Survey in July 1992..
 QY0275
 QY0275.The orthometric height was determined by differential leveling
 QY0275.and adjusted by the National Geodetic Survey in June 1991..
 QY0275
 QY0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0275
 QY0275.The geoid height was determined by GEOID03.
 QY0275
 QY0275.The dynamic height is computed by dividing the NAVD 88
 QY0275.geopotential number by the normal gravity value computed on the
 QY0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0275.degrees latitude (g = 980.6199 gals.).
 QY0275
 QY0275.The modeled gravity was interpolated from observed gravity values.
 QY0275
 QY0275;                    North         East     Units Scale Factor Converg.
 QY0275;SPC MT       -   156,605.423   291,641.955   MT  0.99969752   -2 53 33.6
 QY0275;SPC MT       -   513,797.32    956,830.56   iFT  0.99969752   -2 53 33.6
 QY0275;UTM  12      - 5,051,320.246   308,547.458   MT  1.00005066   -1 45 13.8
 QY0275
 QY0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0275!SPC MT       -   0.99970916  x   0.99969752  =   0.99940677
 QY0275!UTM  12      -   0.99970916  x   1.00005066  =   0.99975981
 QY0275
 QY0275                          SUPERSEDED SURVEY CONTROL
 QY0275
 QY0275  NAD 83(1991)-  45 35 20.58689(N)    113 27 15.92177(W) AD(       ) 3
 QY0275  NGVD 29 (??/??/92) 1867.335  (m)         6126.41   (f) ADJ UNCH    2 0
 QY0275
 QY0275.Superseded values are not recommended for survey control.
 QY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0275.See file dsdata.txt to determine how the superseded data were derived.
 QY0275
 QY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR0854751320(NAD 83)
 QY0275_MARKER: DB = BENCH MARK DISK
 QY0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0275_STAMPING: A 67 1934
 QY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0275+STABILITY: SURFACE MOTION
 QY0275
 QY0275  HISTORY     - Date     Condition        Report By
 QY0275  HISTORY     - 1934     MONUMENTED       CGS
 QY0275  HISTORY     - 1960     GOOD             USGS
 QY0275
 QY0275                          STATION DESCRIPTION
 QY0275
 QY0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0275'1.8 MI S FROM WISDOM.
 QY0275'1.8 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE GILMORE PUBLIC SCHOOL
 QY0275'AT WISDOM, BEAVERHEAD COUNTY, ON THE OUTSIDE OF A CURVE FROM SOUTH TO
 QY0275'WEST, 52 FEET NORTH OF AN AIRPLANE WIND SOCK AT THE CORNER OF A FENCE,
 QY0275'35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF A
 QY0275'FENCE.  A STANDARD DISK, STAMPED A 67 1934 AND SET IN THE TOP OF A
 QY0275'CONCRETE POST.
 QY0275
 QY0275                          STATION RECOVERY (1960)
 QY0275
 QY0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QY0275'ESTABLISHED AS A SECOND-ORDER BENCH MARK IN 1934 BY THE NGS, LINE
 QY0275'114, MONTANA.
 QY0275'
 QY0275'LOCATED 1.8 MI. S. OF WISDOM, MONTANA, NEAR OLD HANGARS, 42 FT. E.
 QY0275'OF CENTERLINE OF GRADED RD. AND 5 FT. W. OF FENCE LINE.
 QY0275'
 QY0275'STATION MARK - - A STANDARD USC AND GS DISK IN CONCRETE POST
 QY0275'PROJECTING 0.3 FT., STAMPED--- A-67 1934 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0443 ***********************************************************************
 RX0443  DESIGNATION -  A 69
 RX0443  PID         -  RX0443
 RX0443  STATE/COUNTY-  MT/DEER LODGE
 RX0443  USGS QUAD   -  ANACONDA NORTH (1996)
 RX0443
 RX0443                         *CURRENT SURVEY CONTROL
 RX0443  ___________________________________________________________________
 RX0443* NAD 83(1986)-  46 07 38.     (N)    112 57 15.     (W)     SCALED    
 RX0443* NAVD 88     -      1629.229  (meters)    5345.23   (feet)  ADJUSTED  
 RX0443  ___________________________________________________________________
 RX0443  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 RX0443  DYNAMIC HT  -        1628.626 (meters)    5343.25  (feet)  COMP
 RX0443  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 RX0443
 RX0443  VERT ORDER  -  SECOND    CLASS 0
 RX0443
 RX0443.The horizontal coordinates were scaled from a topographic map and have
 RX0443.an estimated accuracy of +/- 6 seconds.
 RX0443
 RX0443.The orthometric height was determined by differential leveling
 RX0443.and adjusted by the National Geodetic Survey in June 1991..
 RX0443
 RX0443.The geoid height was determined by GEOID03.
 RX0443
 RX0443.The dynamic height is computed by dividing the NAVD 88
 RX0443.geopotential number by the normal gravity value computed on the
 RX0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0443.degrees latitude (g = 980.6199 gals.).
 RX0443
 RX0443.The modeled gravity was interpolated from observed gravity values.
 RX0443
 RX0443;                    North         East    Units  Estimated Accuracy
 RX0443;SPC MT       -   214,500.      333,260.      MT  (+/- 180 meters Scaled)
 RX0443
 RX0443                          SUPERSEDED SURVEY CONTROL
 RX0443
 RX0443  NGVD 29 (??/??/92) 1628.033  (m)         5341.30   (f) ADJ UNCH    2 0
 RX0443
 RX0443.Superseded values are not recommended for survey control.
 RX0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0443.See file dsdata.txt to determine how the superseded data were derived.
 RX0443
 RX0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS490100(NAD 83)
 RX0443_MARKER: DB = BENCH MARK DISK
 RX0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0443_SP_SET: BUILDING
 RX0443_STAMPING: A 69 1934
 RX0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0443
 RX0443  HISTORY     - Date     Condition        Report By
 RX0443  HISTORY     - 1934     MONUMENTED       CGS
 RX0443
 RX0443                          STATION DESCRIPTION
 RX0443
 RX0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0443'IN ANACONDA.
 RX0443'AT ANACONDA, DEER LODGE COUNTY, AT THE COUNTY COURTHOUSE, IN THE NORTH
 RX0443'WALL, 50 FEET EAST OF THE CENTER OF THE FRONT ENTRANCE, 2 FEET WEST OF
 RX0443'THE NORTHEAST CORNER OF THE BUILDING, AND 2.5 FEET ABOVE THE GROUND. A
 RX0443'STANDARD DISK, STAMPED A 69 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0527 ***********************************************************************
 SS0527  DESIGNATION -  A 7 O
 SS0527  PID         -  SS0527
 SS0527  STATE/COUNTY-  MT/CASCADE
 SS0527  USGS QUAD   -  MONARCH NE (1995)
 SS0527
 SS0527                         *CURRENT SURVEY CONTROL
 SS0527  ___________________________________________________________________
 SS0527* NAD 83(1986)-  47 09 42.     (N)    110 50 11.     (W)     SCALED    
 SS0527* NAVD 88     -      1553.462  (meters)    5096.65   (feet)  ADJUSTED  
 SS0527  ___________________________________________________________________
 SS0527  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 SS0527  DYNAMIC HT  -        1553.176 (meters)    5095.71  (feet)  COMP
 SS0527  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 SS0527
 SS0527  VERT ORDER  -  SECOND    CLASS 0
 SS0527
 SS0527.The horizontal coordinates were scaled from a topographic map and have
 SS0527.an estimated accuracy of +/- 6 seconds.
 SS0527
 SS0527.The orthometric height was determined by differential leveling
 SS0527.and adjusted by the National Geodetic Survey in June 1991..
 SS0527
 SS0527.The geoid height was determined by GEOID03.
 SS0527
 SS0527.The dynamic height is computed by dividing the NAVD 88
 SS0527.geopotential number by the normal gravity value computed on the
 SS0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0527.degrees latitude (g = 980.6199 gals.).
 SS0527
 SS0527.The modeled gravity was interpolated from observed gravity values.
 SS0527
 SS0527;                    North         East    Units  Estimated Accuracy
 SS0527;SPC MT       -   324,400.      498,730.      MT  (+/- 180 meters Scaled)
 SS0527
 SS0527                          SUPERSEDED SURVEY CONTROL
 SS0527
 SS0527  NGVD 29 (??/??/92) 1552.455  (m)         5093.35   (f) ADJ UNCH    2 0
 SS0527
 SS0527.Superseded values are not recommended for survey control.
 SS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0527.See file dsdata.txt to determine how the superseded data were derived.
 SS0527
 SS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT124231(NAD 83)
 SS0527_MARKER: DS = TRIANGULATION STATION DISK
 SS0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0527_STAMPING: A 7 O 1961
 SS0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0527+STABILITY: SURFACE MOTION
 SS0527
 SS0527  HISTORY     - Date     Condition        Report By
 SS0527  HISTORY     - 1961     MONUMENTED       CGS
 SS0527
 SS0527                          STATION DESCRIPTION
 SS0527
 SS0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0527'5.15 MI N FROM MONARCH.
 SS0527'ABOUT 5.05 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0527'SCHOOL AT MONARCH, THENCE 0.1 MILE NORTHEAST ACROSS A PASTURE, IN
 SS0527'SECTION 10, T 16 N, R 7 E, ON THE SOUTHWEST SLOPE OF A HILL, 41.7 FEET
 SS0527'SOUTHWEST OF A 7 O R. M. 1, 71.6 FEET NORTHWEST OF A 7 O R.M. 2, 3.4
 SS0527'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SS0527'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0528 ***********************************************************************
 SS0528  DESIGNATION -  A 7 O RM 1
 SS0528  PID         -  SS0528
 SS0528  STATE/COUNTY-  MT/CASCADE
 SS0528  USGS QUAD   -  MONARCH NE (1995)
 SS0528
 SS0528                         *CURRENT SURVEY CONTROL
 SS0528  ___________________________________________________________________
 SS0528* NAD 83(1986)-  47 09 42.     (N)    110 50 11.     (W)     SCALED    
 SS0528* NAVD 88     -      1555.337  (meters)    5102.80   (feet)  ADJUSTED  
 SS0528  ___________________________________________________________________
 SS0528  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 SS0528  DYNAMIC HT  -        1555.051 (meters)    5101.86  (feet)  COMP
 SS0528  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 SS0528
 SS0528  VERT ORDER  -  SECOND    CLASS 0
 SS0528
 SS0528.The horizontal coordinates were scaled from a topographic map and have
 SS0528.an estimated accuracy of +/- 6 seconds.
 SS0528
 SS0528.The orthometric height was determined by differential leveling
 SS0528.and adjusted by the National Geodetic Survey in June 1991..
 SS0528
 SS0528.The geoid height was determined by GEOID03.
 SS0528
 SS0528.The dynamic height is computed by dividing the NAVD 88
 SS0528.geopotential number by the normal gravity value computed on the
 SS0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0528.degrees latitude (g = 980.6199 gals.).
 SS0528
 SS0528.The modeled gravity was interpolated from observed gravity values.
 SS0528
 SS0528;                    North         East    Units  Estimated Accuracy
 SS0528;SPC MT       -   324,400.      498,730.      MT  (+/- 180 meters Scaled)
 SS0528
 SS0528                          SUPERSEDED SURVEY CONTROL
 SS0528
 SS0528  NGVD 29 (??/??/92) 1554.331  (m)         5099.50   (f) ADJ UNCH    2 0
 SS0528
 SS0528.Superseded values are not recommended for survey control.
 SS0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0528.See file dsdata.txt to determine how the superseded data were derived.
 SS0528
 SS0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT124231(NAD 83)
 SS0528_MARKER: DR = REFERENCE MARK DISK
 SS0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0528_STAMPING: A 7 O NO 1 1961
 SS0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0528+STABILITY: SURFACE MOTION
 SS0528
 SS0528  HISTORY     - Date     Condition        Report By
 SS0528  HISTORY     - 1961     MONUMENTED       CGS
 SS0528
 SS0528                          STATION DESCRIPTION
 SS0528
 SS0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0528'5.15 MI N FROM MONARCH.
 SS0528'ABOUT 5.05 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0528'SCHOOL AT MONARCH, THENCE 0.1 MILE NORTHEAST ACROSS A PASTURE, IN
 SS0528'SECTION 10, T 16 N, R 7 E, ON THE SOUTHWEST SLOPE OF A HILL, 41.7 FEET
 SS0528'NORTHEAST OF A 7 O 1961, AND SET IN THE TOP OF A CONCRETE POST
 SS0528'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0526 ***********************************************************************
 SS0526  DESIGNATION -  A 7 O RM 2
 SS0526  PID         -  SS0526
 SS0526  STATE/COUNTY-  MT/CASCADE
 SS0526  USGS QUAD   -  MONARCH NE (1995)
 SS0526
 SS0526                         *CURRENT SURVEY CONTROL
 SS0526  ___________________________________________________________________
 SS0526* NAD 83(1986)-  47 09 42.     (N)    110 50 11.     (W)     SCALED    
 SS0526* NAVD 88     -      1553.772  (meters)    5097.67   (feet)  ADJUSTED  
 SS0526  ___________________________________________________________________
 SS0526  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 SS0526  DYNAMIC HT  -        1553.485 (meters)    5096.73  (feet)  COMP
 SS0526  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 SS0526
 SS0526  VERT ORDER  -  SECOND    CLASS 0
 SS0526
 SS0526.The horizontal coordinates were scaled from a topographic map and have
 SS0526.an estimated accuracy of +/- 6 seconds.
 SS0526
 SS0526.The orthometric height was determined by differential leveling
 SS0526.and adjusted by the National Geodetic Survey in June 1991..
 SS0526
 SS0526.The geoid height was determined by GEOID03.
 SS0526
 SS0526.The dynamic height is computed by dividing the NAVD 88
 SS0526.geopotential number by the normal gravity value computed on the
 SS0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0526.degrees latitude (g = 980.6199 gals.).
 SS0526
 SS0526.The modeled gravity was interpolated from observed gravity values.
 SS0526
 SS0526;                    North         East    Units  Estimated Accuracy
 SS0526;SPC MT       -   324,400.      498,730.      MT  (+/- 180 meters Scaled)
 SS0526
 SS0526                          SUPERSEDED SURVEY CONTROL
 SS0526
 SS0526  NGVD 29 (??/??/92) 1552.765  (m)         5094.36   (f) ADJ UNCH    2 0
 SS0526
 SS0526.Superseded values are not recommended for survey control.
 SS0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0526.See file dsdata.txt to determine how the superseded data were derived.
 SS0526
 SS0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT124231(NAD 83)
 SS0526_MARKER: DR = REFERENCE MARK DISK
 SS0526_SETTING: 66 = SET IN ROCK OUTCROP
 SS0526_SP_SET: OUTCROP
 SS0526_STAMPING: A 7 O NO 2 1961
 SS0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0526+STABILITY: POSITION/ELEVATION WELL
 SS0526
 SS0526  HISTORY     - Date     Condition        Report By
 SS0526  HISTORY     - 1961     MONUMENTED       CGS
 SS0526
 SS0526                          STATION DESCRIPTION
 SS0526
 SS0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0526'5.15 MI N FROM MONARCH.
 SS0526'ABOUT 5.05 MILES NORTH ALONG U. S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0526'SCHOOL AT MONARCH, THENCE 0.1 MILE NORTHEAST ACROSS A PASTURE, IN
 SS0526'SECTION 10, T 16 N, R 7 E, ON THE SOUTHWEST SLOPE OF A HILL, SET IN
 SS0526'THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND, AND 1.6 FEET
 SS0526'SOUTHWEST OF A 7 O 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0530 ***********************************************************************
 SS0530  DESIGNATION -  A 7 P
 SS0530  PID         -  SS0530
 SS0530  STATE/COUNTY-  MT/CASCADE
 SS0530  USGS QUAD   -  MONARCH NE (1995)
 SS0530
 SS0530                         *CURRENT SURVEY CONTROL
 SS0530  ___________________________________________________________________
 SS0530* NAD 83(1986)-  47 09 32.     (N)    110 50 37.     (W)     SCALED    
 SS0530* NAVD 88     -      1526.186  (meters)    5007.16   (feet)  ADJUSTED  
 SS0530  ___________________________________________________________________
 SS0530  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 SS0530  DYNAMIC HT  -        1525.897 (meters)    5006.21  (feet)  COMP
 SS0530  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 SS0530
 SS0530  VERT ORDER  -  SECOND    CLASS 0
 SS0530
 SS0530.The horizontal coordinates were scaled from a topographic map and have
 SS0530.an estimated accuracy of +/- 6 seconds.
 SS0530
 SS0530.The orthometric height was determined by differential leveling
 SS0530.and adjusted by the National Geodetic Survey in June 1991..
 SS0530
 SS0530.The geoid height was determined by GEOID03.
 SS0530
 SS0530.The dynamic height is computed by dividing the NAVD 88
 SS0530.geopotential number by the normal gravity value computed on the
 SS0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0530.degrees latitude (g = 980.6199 gals.).
 SS0530
 SS0530.The modeled gravity was interpolated from observed gravity values.
 SS0530
 SS0530;                    North         East    Units  Estimated Accuracy
 SS0530;SPC MT       -   324,100.      498,180.      MT  (+/- 180 meters Scaled)
 SS0530
 SS0530                          SUPERSEDED SURVEY CONTROL
 SS0530
 SS0530  NGVD 29 (??/??/92) 1525.169  (m)         5003.83   (f) ADJ UNCH    2 0
 SS0530
 SS0530.Superseded values are not recommended for survey control.
 SS0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0530.See file dsdata.txt to determine how the superseded data were derived.
 SS0530
 SS0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT118228(NAD 83)
 SS0530_MARKER: DS = TRIANGULATION STATION DISK
 SS0530_SETTING: 66 = SET IN ROCK OUTCROP
 SS0530_SP_SET: OUTCROP
 SS0530_STAMPING: A 7 P 1961
 SS0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0530+STABILITY: POSITION/ELEVATION WELL
 SS0530
 SS0530  HISTORY     - Date     Condition        Report By
 SS0530  HISTORY     - 1961     MONUMENTED       CGS
 SS0530
 SS0530                          STATION DESCRIPTION
 SS0530
 SS0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0530'5.3 MI N FROM MONARCH.
 SS0530'ABOUT 5.05 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0530'SCHOOL AT MONARCH, THENCE 0.25 MILE SOUTHWEST ACROSS A FIELD, IN
 SS0530'SECTION 9, T 16 N, R 7 E, SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH
 SS0530'THE GROUND, 174 FEET SOUTH OF A POWER POLE, 99 FEET SOUTHWEST OF A
 SS0530'POWER POLE, 76.8 FEET NORTHWEST OF A 7 P R.M. 1, 23.3 FEET NORTHEAST
 SS0530'OF A 7 P R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0532 ***********************************************************************
 SS0532  DESIGNATION -  A 7 P AZ MK
 SS0532  PID         -  SS0532
 SS0532  STATE/COUNTY-  MT/CASCADE
 SS0532  USGS QUAD   -  MONARCH NE (1995)
 SS0532
 SS0532                         *CURRENT SURVEY CONTROL
 SS0532  ___________________________________________________________________
 SS0532* NAD 83(1999)-  47 09 17.93713(N)    110 49 57.22989(W)     ADJUSTED  
 SS0532* NAVD 88     -      1551.925  (meters)    5091.61   (feet)  ADJUSTED  
 SS0532  ___________________________________________________________________
 SS0532  X           -  -1,545,645.539 (meters)                     COMP
 SS0532  Y           -  -4,061,984.665 (meters)                     COMP
 SS0532  Z           -   4,654,627.266 (meters)                     COMP
 SS0532  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 SS0532  ELLIP HEIGHT-        1539.64  (meters)          (04/26/01) GPS OBS
 SS0532  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 SS0532  DYNAMIC HT  -        1551.632 (meters)    5090.65  (feet)  COMP
 SS0532  MODELED GRAV-     980,368.8   (mgal)                       NAVD 88
 SS0532
 SS0532  HORZ ORDER  -  B
 SS0532  VERT ORDER  -  SECOND    CLASS 0
 SS0532  ELLP ORDER  -  FOURTH    CLASS I
 SS0532
 SS0532.The horizontal coordinates were established by GPS observations
 SS0532.and adjusted by the National Geodetic Survey in April 2001..
 SS0532.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SS0532.DATUM ITEM on the data sheet items page.
 SS0532
 SS0532.The orthometric height was determined by differential leveling
 SS0532.and adjusted by the National Geodetic Survey in June 1991..
 SS0532
 SS0532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SS0532
 SS0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0532
 SS0532.The ellipsoidal height was determined by GPS observations
 SS0532.and is referenced to NAD 83.
 SS0532
 SS0532.The geoid height was determined by GEOID03.
 SS0532
 SS0532.The dynamic height is computed by dividing the NAVD 88
 SS0532.geopotential number by the normal gravity value computed on the
 SS0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0532.degrees latitude (g = 980.6199 gals.).
 SS0532
 SS0532.The modeled gravity was interpolated from observed gravity values.
 SS0532
 SS0532;                    North         East     Units Scale Factor Converg.
 SS0532;SPC MT       -   323,655.831   499,009.904   MT  0.99939571   -0 58 29.2
 SS0532;SPC MT       - 1,061,862.96  1,637,171.60   iFT  0.99939571   -0 58 29.2
 SS0532;UTM  12      - 5,222,400.589   512,692.572   MT  0.99960198   +0 07 21.9
 SS0532
 SS0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0532!SPC MT       -   0.99975872  x   0.99939571  =   0.99915458
 SS0532!UTM  12      -   0.99975872  x   0.99960198  =   0.99936080
 SS0532
 SS0532                          SUPERSEDED SURVEY CONTROL
 SS0532
 SS0532  NAD 83(1992)-  47 09 17.93608(N)    110 49 57.22933(W) AD(       ) B
 SS0532  ELLIP H (06/21/95) 1539.70   (m)                       GP(       ) 4 1
 SS0532  NAVD 88 (06/21/95) 1551.92   (m)         5091.6    (f) LEVELING    3  
 SS0532  NGVD 29 (??/??/92) 1550.913  (m)         5088.29   (f) ADJ UNCH    2 0
 SS0532
 SS0532.Superseded values are not recommended for survey control.
 SS0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0532.See file dsdata.txt to determine how the superseded data were derived.
 SS0532
 SS0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT1269322401(NAD 83)
 SS0532_MARKER: DZ = AZIMUTH MARK DISK
 SS0532_SETTING: 66 = SET IN ROCK OUTCROP
 SS0532_SP_SET: OUTCROP
 SS0532_STAMPING: A 7 P 1961
 SS0532_MARK LOGO: CGS   
 SS0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0532+STABILITY: POSITION/ELEVATION WELL
 SS0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS0532+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1994
 SS0532
 SS0532  HISTORY     - Date     Condition        Report By
 SS0532  HISTORY     - 1961     MONUMENTED       CGS
 SS0532  HISTORY     - 19941207 GOOD             MTDOT
 SS0532
 SS0532                          STATION DESCRIPTION
 SS0532
 SS0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0532'4.5 MI N FROM MONARCH.
 SS0532'ABOUT 4.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0532'SCHOOL AT MONARCH, IN SECTION 15, T 16 N, R 7 E, 53 FEET SOUTHWEST OF
 SS0532'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP FLUSH
 SS0532'WITH THE GROUND, 20 FEET NORTHWEST OF A FENCE CORNER, 7 FEET NORTHEAST
 SS0532'OF A FENCE, 8.3 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 4
 SS0532'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 SS0532
 SS0532                          STATION RECOVERY (1994)
 SS0532
 SS0532'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 SS0532'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES A NEW
 SS0532'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM)
 SS0532'NORTH OF MONARCH, 1.1 MI (1.8 KM) NORTH OF THE JUNCTION OF U.S.
 SS0532'HIGHWAY 89 AND STATE HIGHWAY 427 AND ALONG THE SOUTH RIGHT OF WAY OF
 SS0532'U.S.  HIGHWAY 89.  TO REACH FROM THE MONARCH SCHOOL, GO NORTH ON U.S.
 SS0532'HIGHWAY 89 FOR 3.4 MI (5.5 KM) TO THE JUNCTION OF STATE HIGHWAY 427 ON
 SS0532'THE RIGHT.  CONTINUE NORTH ALONG U.S.  HIGHWAY 89 FOR 1.1 MI (1.8 KM)
 SS0532'TO THE STATION ON THE LEFT.  THE STATION IS 52.8 FT (16.1 M) WEST OF
 SS0532'THE CENTER OF THE HIGHWAY, 20.0 FT (6.1 M) NORTHWEST OF A FENCE
 SS0532'CORNER, 8.3 FT (2.5 M) NORTHEAST OF A WITNESS POST AND 7.1 FT (2.2 M)
 SS0532'EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0529 ***********************************************************************
 SS0529  DESIGNATION -  A 7 P RM 1
 SS0529  PID         -  SS0529
 SS0529  STATE/COUNTY-  MT/CASCADE
 SS0529  USGS QUAD   -  MONARCH NE (1995)
 SS0529
 SS0529                         *CURRENT SURVEY CONTROL
 SS0529  ___________________________________________________________________
 SS0529* NAD 83(1986)-  47 09 32.     (N)    110 50 37.     (W)     SCALED    
 SS0529* NAVD 88     -      1525.797  (meters)    5005.89   (feet)  ADJUSTED  
 SS0529  ___________________________________________________________________
 SS0529  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 SS0529  DYNAMIC HT  -        1525.508 (meters)    5004.94  (feet)  COMP
 SS0529  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 SS0529
 SS0529  VERT ORDER  -  SECOND    CLASS 0
 SS0529
 SS0529.The horizontal coordinates were scaled from a topographic map and have
 SS0529.an estimated accuracy of +/- 6 seconds.
 SS0529
 SS0529.The orthometric height was determined by differential leveling
 SS0529.and adjusted by the National Geodetic Survey in June 1991..
 SS0529
 SS0529.The geoid height was determined by GEOID03.
 SS0529
 SS0529.The dynamic height is computed by dividing the NAVD 88
 SS0529.geopotential number by the normal gravity value computed on the
 SS0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0529.degrees latitude (g = 980.6199 gals.).
 SS0529
 SS0529.The modeled gravity was interpolated from observed gravity values.
 SS0529
 SS0529;                    North         East    Units  Estimated Accuracy
 SS0529;SPC MT       -   324,100.      498,180.      MT  (+/- 180 meters Scaled)
 SS0529
 SS0529                          SUPERSEDED SURVEY CONTROL
 SS0529
 SS0529  NGVD 29 (??/??/92) 1524.780  (m)         5002.55   (f) ADJ UNCH    2 0
 SS0529
 SS0529.Superseded values are not recommended for survey control.
 SS0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0529.See file dsdata.txt to determine how the superseded data were derived.
 SS0529
 SS0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT118228(NAD 83)
 SS0529_MARKER: DR = REFERENCE MARK DISK
 SS0529_SETTING: 66 = SET IN ROCK OUTCROP
 SS0529_SP_SET: OUTCROP
 SS0529_STAMPING: A 7 P NO 1 1961
 SS0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0529+STABILITY: POSITION/ELEVATION WELL
 SS0529
 SS0529  HISTORY     - Date     Condition        Report By
 SS0529  HISTORY     - 1961     MONUMENTED       CGS
 SS0529
 SS0529                          STATION DESCRIPTION
 SS0529
 SS0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0529'5.3 MI N FROM MONARCH.
 SS0529'ABOUT 5.05 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0529'SCHOOL AT MONARCH, THENCE 0.25 MILE SOUTHWEST ACROSS A FIELD, IN
 SS0529'SECTION 9, T 16 N, R 7 E, SET IN A ROCK OUTCROP PROJECTING 6 INCHES,
 SS0529'105 FEET SOUTHWEST OF A POWER POLE, AND 76.8 FEET SOUTHEAST OF A 7 P
 SS0529'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0531 ***********************************************************************
 SS0531  DESIGNATION -  A 7 P RM 2
 SS0531  PID         -  SS0531
 SS0531  STATE/COUNTY-  MT/CASCADE
 SS0531  USGS QUAD   -  MONARCH NE (1995)
 SS0531
 SS0531                         *CURRENT SURVEY CONTROL
 SS0531  ___________________________________________________________________
 SS0531* NAD 83(1986)-  47 09 32.     (N)    110 50 37.     (W)     SCALED    
 SS0531* NAVD 88     -      1525.144  (meters)    5003.74   (feet)  ADJUSTED  
 SS0531  ___________________________________________________________________
 SS0531  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 SS0531  DYNAMIC HT  -        1524.855 (meters)    5002.80  (feet)  COMP
 SS0531  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 SS0531
 SS0531  VERT ORDER  -  SECOND    CLASS 0
 SS0531
 SS0531.The horizontal coordinates were scaled from a topographic map and have
 SS0531.an estimated accuracy of +/- 6 seconds.
 SS0531
 SS0531.The orthometric height was determined by differential leveling
 SS0531.and adjusted by the National Geodetic Survey in June 1991..
 SS0531
 SS0531.The geoid height was determined by GEOID03.
 SS0531
 SS0531.The dynamic height is computed by dividing the NAVD 88
 SS0531.geopotential number by the normal gravity value computed on the
 SS0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0531.degrees latitude (g = 980.6199 gals.).
 SS0531
 SS0531.The modeled gravity was interpolated from observed gravity values.
 SS0531
 SS0531;                    North         East    Units  Estimated Accuracy
 SS0531;SPC MT       -   324,100.      498,180.      MT  (+/- 180 meters Scaled)
 SS0531
 SS0531                          SUPERSEDED SURVEY CONTROL
 SS0531
 SS0531  NGVD 29 (??/??/92) 1524.127  (m)         5000.41   (f) ADJ UNCH    2 0
 SS0531
 SS0531.Superseded values are not recommended for survey control.
 SS0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0531.See file dsdata.txt to determine how the superseded data were derived.
 SS0531
 SS0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT118228(NAD 83)
 SS0531_MARKER: DR = REFERENCE MARK DISK
 SS0531_SETTING: 66 = SET IN ROCK OUTCROP
 SS0531_SP_SET: OUTCROP
 SS0531_STAMPING: A 7 P NO 2 1961
 SS0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0531+STABILITY: POSITION/ELEVATION WELL
 SS0531
 SS0531  HISTORY     - Date     Condition        Report By
 SS0531  HISTORY     - 1961     MONUMENTED       CGS
 SS0531
 SS0531                          STATION DESCRIPTION
 SS0531
 SS0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0531'5.3 MI N FROM MONARCH.
 SS0531'ABOUT 5.05 MILES NORTH ALONG U. S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0531'SCHOOL AT MONARCH, THENCE 0.25 MILE SOUTHWEST ACROSS A FIELD, IN
 SS0531'SECTION 9, T 16 N, R 7 E, SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH
 SS0531'THE GROUND, 197 FEET SOUTH OF 2 POWER POLES SET SIDE BY SIDE, 127 FEET
 SS0531'SOUTHWEST OF A POWER POLE, AND 23.3 FEET SOUTHWEST OF A 7 P 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0263 ***********************************************************************
 QY0263  DESIGNATION -  A 70
 QY0263  PID         -  QY0263
 QY0263  STATE/COUNTY-  MT/BEAVERHEAD
 QY0263  USGS QUAD   -  PINE HILL (1962)
 QY0263
 QY0263                         *CURRENT SURVEY CONTROL
 QY0263  ___________________________________________________________________
 QY0263* NAD 83(1986)-  45 47 27.     (N)    113 20 27.     (W)     SCALED    
 QY0263* NAVD 88     -      1812.055  (meters)    5945.05   (feet)  ADJUSTED  
 QY0263  ___________________________________________________________________
 QY0263  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 QY0263  DYNAMIC HT  -        1811.247 (meters)    5942.40  (feet)  COMP
 QY0263  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 QY0263
 QY0263  VERT ORDER  -  SECOND    CLASS 0
 QY0263
 QY0263.The horizontal coordinates were scaled from a topographic map and have
 QY0263.an estimated accuracy of +/- 6 seconds.
 QY0263
 QY0263.The orthometric height was determined by differential leveling
 QY0263.and adjusted by the National Geodetic Survey in June 1991..
 QY0263
 QY0263.The geoid height was determined by GEOID03.
 QY0263
 QY0263.The dynamic height is computed by dividing the NAVD 88
 QY0263.geopotential number by the normal gravity value computed on the
 QY0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0263.degrees latitude (g = 980.6199 gals.).
 QY0263
 QY0263.The modeled gravity was interpolated from observed gravity values.
 QY0263
 QY0263;                    North         East    Units  Estimated Accuracy
 QY0263;SPC MT       -   178,560.      301,590.      MT  (+/- 180 meters Scaled)
 QY0263
 QY0263                          SUPERSEDED SURVEY CONTROL
 QY0263
 QY0263  NGVD 29 (??/??/92) 1810.782  (m)         5940.87   (f) ADJ UNCH    2 0
 QY0263
 QY0263.Superseded values are not recommended for survey control.
 QY0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0263.See file dsdata.txt to determine how the superseded data were derived.
 QY0263
 QY0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR180734(NAD 83)
 QY0263_MARKER: DB = BENCH MARK DISK
 QY0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0263_STAMPING: A 70 1934
 QY0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0263+STABILITY: SURFACE MOTION
 QY0263
 QY0263  HISTORY     - Date     Condition        Report By
 QY0263  HISTORY     - 1934     MONUMENTED       CGS
 QY0263  HISTORY     - 1960     MARK NOT FOUND   USGS
 QY0263
 QY0263                          STATION DESCRIPTION
 QY0263
 QY0263'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0263'8.8 MI SW FROM FISHTRAP.
 QY0263'IN BEAVERHEAD COUNTY, 8.8 MILES SOUTHWEST ALONG STATE HIGH 43 FROM THE
 QY0263'POST OFFICE AT FISHTRAP, DEER LODGE COUNTY, AT A JOG AROUND THE WEST
 QY0263'END OF A RIDGE, 240 FEET SOUTHWEST OF THE SOUTHWEST END OF A CURVE ON
 QY0263'THE SOUTHWEST SIDE OF A HILL, AND 42 FEET SOUTHEAST OF THE CENTERLINE
 QY0263'OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 70 1934 AND SET IN THE TOP
 QY0263'OF A CONCRETE POST.  NOTE-- PROBABLY COVERED BY FILL FOR HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0388 ***********************************************************************
 QY0388  DESIGNATION -  A 71
 QY0388  PID         -  QY0388
 QY0388  STATE/COUNTY-  MT/RAVALLI
 QY0388  USGS QUAD   -  LOST TRAIL PASS (1994)
 QY0388
 QY0388                         *CURRENT SURVEY CONTROL
 QY0388  ___________________________________________________________________
 QY0388* NAD 83(1986)-  45 41 54.     (N)    113 54 57.     (W)     SCALED    
 QY0388* NAVD 88     -      2209.275  (meters)    7248.26   (feet)  POSTED    
 QY0388  ___________________________________________________________________
 QY0388  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 QY0388  DYNAMIC HT  -        2208.240 (meters)    7244.87  (feet)  COMP
 QY0388  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 QY0388
 QY0388  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0388
 QY0388.The horizontal coordinates were scaled from a topographic map and have
 QY0388.an estimated accuracy of +/- 6 seconds.
 QY0388
 QY0388.The orthometric height was determined by differential leveling
 QY0388.and adjusted by the National Geodetic Survey in 1992..
 QY0388.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0388.rate of 0.0 thru 1.0 mm/km.
 QY0388
 QY0388.The geoid height was determined by GEOID03.
 QY0388
 QY0388.The dynamic height is computed by dividing the NAVD 88
 QY0388.geopotential number by the normal gravity value computed on the
 QY0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0388.degrees latitude (g = 980.6199 gals.).
 QY0388
 QY0388.The modeled gravity was interpolated from observed gravity values.
 QY0388
 QY0388;                    North         East    Units  Estimated Accuracy
 QY0388;SPC MT       -   170,650.      256,380.      MT  (+/- 180 meters Scaled)
 QY0388
 QY0388                          SUPERSEDED SURVEY CONTROL
 QY0388
 QY0388  NGVD 29 (??/??/92) 2207.946  (m)         7243.90   (f) ADJ UNCH    1 2
 QY0388
 QY0388.Superseded values are not recommended for survey control.
 QY0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0388.See file dsdata.txt to determine how the superseded data were derived.
 QY0388
 QY0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR729646(NAD 83)
 QY0388_MARKER: DB = BENCH MARK DISK
 QY0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0388_STAMPING: 7243.998 A 71 1934
 QY0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0388+STABILITY: SURFACE MOTION
 QY0388
 QY0388  HISTORY     - Date     Condition        Report By
 QY0388  HISTORY     - 1934     MONUMENTED       CGS
 QY0388  HISTORY     - 1935     GOOD             NGS
 QY0388
 QY0388                          STATION DESCRIPTION
 QY0388
 QY0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QY0388'16.0 MI S FROM SULA.
 QY0388'16.0 MILES SOUTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 93 FROM THE OLD
 QY0388'POST OFFICE AT SULA, 2 MILES NORTHEAST OF THE MONTANA-IDAHO STATE
 QY0388'LINE, 300 FEET NORTHEAST OF A CURVE SIGN, 10 FEET NORTHWEST OF THE
 QY0388'ROCK HEADWALL OF A SMALL CULVERT, 18 FEET EAST OF THE CENTERLINE OF
 QY0388'THE HIGHWAY, AND 4 FEET NORTH OF A FLINT BOULDER MARKED WITH THE
 QY0388'PAINTED LETTERS USBM.  A STANDARD DISK, STAMPED 7243.998 A 71 1934 AND
 QY0388'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0097 ***********************************************************************
 RY0097  DESIGNATION -  A 72
 RY0097  PID         -  RY0097
 RY0097  STATE/COUNTY-  MT/RAVALLI
 RY0097  USGS QUAD   -  DARBY (1964)
 RY0097
 RY0097                         *CURRENT SURVEY CONTROL
 RY0097  ___________________________________________________________________
 RY0097* NAD 83(1986)-  46 06 35.     (N)    114 10 44.     (W)     SCALED    
 RY0097* NAVD 88     -      1148.299  (meters)    3767.38   (feet)  ADJUSTED  
 RY0097  ___________________________________________________________________
 RY0097  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 RY0097  DYNAMIC HT  -        1147.980 (meters)    3766.33  (feet)  COMP
 RY0097  MODELED GRAV-     980,299.1   (mgal)                       NAVD 88
 RY0097
 RY0097  VERT ORDER  -  FIRST     CLASS II
 RY0097
 RY0097.The horizontal coordinates were scaled from a topographic map and have
 RY0097.an estimated accuracy of +/- 6 seconds.
 RY0097
 RY0097.The orthometric height was determined by differential leveling
 RY0097.and adjusted by the National Geodetic Survey in June 1991..
 RY0097
 RY0097.The geoid height was determined by GEOID03.
 RY0097
 RY0097.The dynamic height is computed by dividing the NAVD 88
 RY0097.geopotential number by the normal gravity value computed on the
 RY0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0097.degrees latitude (g = 980.6199 gals.).
 RY0097
 RY0097.The modeled gravity was interpolated from observed gravity values.
 RY0097
 RY0097;                    North         East    Units  Estimated Accuracy
 RY0097;SPC MT       -   217,460.      238,670.      MT  (+/- 180 meters Scaled)
 RY0097
 RY0097                          SUPERSEDED SURVEY CONTROL
 RY0097
 RY0097  NGVD 29 (??/??/92) 1147.189  (m)         3763.74   (f) ADJ UNCH    1 2
 RY0097
 RY0097.Superseded values are not recommended for survey control.
 RY0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0097.See file dsdata.txt to determine how the superseded data were derived.
 RY0097
 RY0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM180101(NAD 83)
 RY0097_MARKER: DB = BENCH MARK DISK
 RY0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0097_SP_SET: CATCH BASIN
 RY0097_STAMPING: A 72 1934 3763.808
 RY0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0097
 RY0097  HISTORY     - Date     Condition        Report By
 RY0097  HISTORY     - 1934     MONUMENTED       CGS
 RY0097  HISTORY     - 1965     GOOD             NGS
 RY0097  HISTORY     - 1986     GOOD             USPSQD
 RY0097
 RY0097                          STATION DESCRIPTION
 RY0097
 RY0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0097'6.3 MI N FROM DARBY.
 RY0097'5.9 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0097'THENCE 0.4 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY, ABOUT 0.4
 RY0097'MILE NORTH OF A BRIDGE OVER LICK CREEK AND MILEPOST 58, ABOUT 3 RAILS
 RY0097'SOUTH OF A PRIVATE ROAD CROSSING, IN THE TOP OF THE NORTHEAST CORNER
 RY0097'OF A 4-FOOT SQUARE CONCRETE CATCH BASIN WHICH IS AT THE WEST END OF AN
 RY0097'18-INCH PIPE CULVERT UNDER THE TRACK, 12 FEET WEST OF THE WEST RAIL,
 RY0097'AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 RY0097
 RY0097                          STATION RECOVERY (1986)
 RY0097
 RY0097'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0041 ***********************************************************************
 RY0041  DESIGNATION -  A 73
 RY0041  PID         -  RY0041
 RY0041  STATE/COUNTY-  MT/RAVALLI
 RY0041  USGS QUAD   -  FLORENCE (1967)
 RY0041
 RY0041                         *CURRENT SURVEY CONTROL
 RY0041  ___________________________________________________________________
 RY0041* NAD 83(1986)-  46 37 52.     (N)    114 04 44.     (W)     SCALED    
 RY0041* NAVD 88     -       994.381  (meters)    3262.40   (feet)  ADJUSTED  
 RY0041  ___________________________________________________________________
 RY0041  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RY0041  DYNAMIC HT  -         994.194 (meters)    3261.78  (feet)  COMP
 RY0041  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 RY0041
 RY0041  VERT ORDER  -  FIRST     CLASS II
 RY0041
 RY0041.The horizontal coordinates were scaled from a topographic map and have
 RY0041.an estimated accuracy of +/- 6 seconds.
 RY0041
 RY0041.The orthometric height was determined by differential leveling
 RY0041.and adjusted by the National Geodetic Survey in June 1991..
 RY0041
 RY0041.The geoid height was determined by GEOID03.
 RY0041
 RY0041.The dynamic height is computed by dividing the NAVD 88
 RY0041.geopotential number by the normal gravity value computed on the
 RY0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0041.degrees latitude (g = 980.6199 gals.).
 RY0041
 RY0041.The modeled gravity was interpolated from observed gravity values.
 RY0041
 RY0041;                    North         East    Units  Estimated Accuracy
 RY0041;SPC MT       -   274,830.      249,760.      MT  (+/- 180 meters Scaled)
 RY0041
 RY0041                          SUPERSEDED SURVEY CONTROL
 RY0041
 RY0041  NGVD 29 (??/??/92)  993.304  (m)         3258.86   (f) ADJ UNCH    1 2
 RY0041
 RY0041.Superseded values are not recommended for survey control.
 RY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0041.See file dsdata.txt to determine how the superseded data were derived.
 RY0041
 RY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM235683(NAD 83)
 RY0041_MARKER: DB = BENCH MARK DISK
 RY0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0041_STAMPING: 3258.944 A 73 1934
 RY0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0041+STABILITY: SURFACE MOTION
 RY0041
 RY0041  HISTORY     - Date     Condition        Report By
 RY0041  HISTORY     - 1934     MONUMENTED       CGS
 RY0041  HISTORY     - 1957     GOOD             NGS
 RY0041
 RY0041                          STATION DESCRIPTION
 RY0041
 RY0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RY0041'9.2 MI N FROM STEVENSVILLE.
 RY0041'9.2 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0041'STEVENSVILLE, 345 FEET NORTH OF THE NORTH END OF THE STATION AT
 RY0041'FLORENCE, 3 FEET NORTH OF MILEPOST 20, 255 FEET SOUTH OF A GRAVELROAD
 RY0041'CROSSING, 45 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 93, AND 12
 RY0041'FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 RY0041'STAMPED 3258.944 A 73 1934 AND SET IN THE TOP OF A CONCRETE POST, 12
 RY0041'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0118 ***********************************************************************
 RY0118  DESIGNATION -  A 74 RESET
 RY0118  PID         -  RY0118
 RY0118  STATE/COUNTY-  MT/RAVALLI
 RY0118  USGS QUAD   -  HAMILTON SOUTH (1964)
 RY0118
 RY0118                         *CURRENT SURVEY CONTROL
 RY0118  ___________________________________________________________________
 RY0118* NAD 83(1986)-  46 11 50.     (N)    114 09 19.     (W)     SCALED    
 RY0118* NAVD 88     -      1109.657  (meters)    3640.60   (feet)  ADJUSTED  
 RY0118  ___________________________________________________________________
 RY0118  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 RY0118  DYNAMIC HT  -        1109.367 (meters)    3639.65  (feet)  COMP
 RY0118  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 RY0118
 RY0118  VERT ORDER  -  SECOND    CLASS 0
 RY0118
 RY0118.The horizontal coordinates were scaled from a topographic map and have
 RY0118.an estimated accuracy of +/- 6 seconds.
 RY0118
 RY0118.The orthometric height was determined by differential leveling
 RY0118.and adjusted by the National Geodetic Survey in June 1991..
 RY0118
 RY0118.The geoid height was determined by GEOID03.
 RY0118
 RY0118.The dynamic height is computed by dividing the NAVD 88
 RY0118.geopotential number by the normal gravity value computed on the
 RY0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0118.degrees latitude (g = 980.6199 gals.).
 RY0118
 RY0118.The modeled gravity was interpolated from observed gravity values.
 RY0118
 RY0118;                    North         East    Units  Estimated Accuracy
 RY0118;SPC MT       -   227,060.      241,060.      MT  (+/- 180 meters Scaled)
 RY0118
 RY0118                          SUPERSEDED SURVEY CONTROL
 RY0118
 RY0118  NGVD 29 (??/??/92) 1108.556  (m)         3636.99   (f) ADJ UNCH    2 0
 RY0118
 RY0118.Superseded values are not recommended for survey control.
 RY0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0118.See file dsdata.txt to determine how the superseded data were derived.
 RY0118
 RY0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM194198(NAD 83)
 RY0118_MARKER: DB = BENCH MARK DISK
 RY0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0118_STAMPING: USC AND GS A 74 RESET 1964
 RY0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0118+STABILITY: SURFACE MOTION
 RY0118
 RY0118  HISTORY     - Date     Condition        Report By
 RY0118  HISTORY     - 1964     MONUMENTED       USGS
 RY0118  HISTORY     - 1965     GOOD             NGS
 RY0118
 RY0118                          STATION DESCRIPTION
 RY0118
 RY0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0118'3.5 MI S FROM HAMILTON.
 RY0118'2.8 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE NORTHERN PACIFIC
 RY0118'RAILWAY FROM THE STATION AT HAMILTON, THENCE 0.7 MILE SOUTH ALONG
 RY0118'STATE HIGHWAY 38, AT THE JUNCTION OF A ROAD SOUTH AND A SHARP CURVE IN
 RY0118'THE HIGHWAY WITH TANGENTS NORTH AND EAST, 219 FEET SOUTHWEST OF THE
 RY0118'CENTERLINE OF THE HIGHWAY MEASURED FROM THE CENTER OF THE CURVE, 66
 RY0118'FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 33 FEET SOUTHWEST OF
 RY0118'THE CENTER OF THE WEST END OF A PIPE CULVERT, 13 FEET SOUTH OF A
 RY0118'TELEPHONE POLE, 3.0 FEET EAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE
 RY0118'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 RY0118'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0243 ***********************************************************************
 RW0243  DESIGNATION -  A 79
 RW0243  PID         -  RW0243
 RW0243  STATE/COUNTY-  MT/BROADWATER
 RW0243  USGS QUAD   -  WINSTON (1986)
 RW0243
 RW0243                         *CURRENT SURVEY CONTROL
 RW0243  ___________________________________________________________________
 RW0243* NAD 83(1986)-  46 28 40.     (N)    111 39 30.     (W)     SCALED    
 RW0243* NAVD 88     -      1326.859  (meters)    4353.20   (feet)  ADJUSTED  
 RW0243  ___________________________________________________________________
 RW0243  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 RW0243  DYNAMIC HT  -        1326.526 (meters)    4352.11  (feet)  COMP
 RW0243  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 RW0243
 RW0243  VERT ORDER  -  FIRST     CLASS II
 RW0243
 RW0243.The horizontal coordinates were scaled from a topographic map and have
 RW0243.an estimated accuracy of +/- 6 seconds.
 RW0243
 RW0243.The orthometric height was determined by differential leveling
 RW0243.and adjusted by the National Geodetic Survey in June 1991..
 RW0243
 RW0243.The geoid height was determined by GEOID03.
 RW0243
 RW0243.The dynamic height is computed by dividing the NAVD 88
 RW0243.geopotential number by the normal gravity value computed on the
 RW0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0243.degrees latitude (g = 980.6199 gals.).
 RW0243
 RW0243.The modeled gravity was interpolated from observed gravity values.
 RW0243
 RW0243;                    North         East    Units  Estimated Accuracy
 RW0243;SPC MT       -   249,840.      434,370.      MT  (+/- 180 meters Scaled)
 RW0243
 RW0243                          SUPERSEDED SURVEY CONTROL
 RW0243
 RW0243  NGVD 29 (??/??/92) 1325.818  (m)         4349.79   (f) ADJ UNCH    1 2
 RW0243
 RW0243.Superseded values are not recommended for survey control.
 RW0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0243.See file dsdata.txt to determine how the superseded data were derived.
 RW0243
 RW0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS494473(NAD 83)
 RW0243_MARKER: DB = BENCH MARK DISK
 RW0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0243_SP_SET: WATER TANK BASE
 RW0243_STAMPING: A 79 1934
 RW0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0243
 RW0243  HISTORY     - Date     Condition        Report By
 RW0243  HISTORY     - 1934     MONUMENTED       CGS
 RW0243  HISTORY     - 1936     GOOD             NGS
 RW0243  HISTORY     - 1982     GOOD             USGS
 RW0243
 RW0243                          STATION DESCRIPTION
 RW0243
 RW0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RW0243'IN WINSTON.
 RW0243'AT WINSTON, BROADWATER COUNTY, 74 FEET WEST OF THE SOUTHWEST CORNER OF
 RW0243'THE NORTHERN PACIFIC RAILWAY STATION, 77 FEET SOUTHWEST OF THE
 RW0243'CENTERLINE OF THE MAIN TRACK, AND IN THE TOP OF THE SOUTHWEST END OF
 RW0243'THE NORTHWESTERNMOST 2- BY 9- FOOT CONCRETE BASE OF AN ABANDONED WATER
 RW0243'TANK.  A STANDARD DISK, STAMPED A 79 1934.
 RW0243
 RW0243                          STATION RECOVERY (1982)
 RW0243
 RW0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RW0243'AT WINSTON, BROADWATER CO., 77 FT. SOUTHWEST OF THE CENTERLINE OF THE
 RW0243'MAIN TRACK, 94 FT. SOUTH AND 32 FT. WEST FROM THE CENTERLINE OF THE
 RW0243'MAIN ROAD INTO WINSTON AT ITS CROSSING OF THE MAIN TRACK, AND IN THE
 RW0243'TOP OF THE NORTHWESTER MOST 2 BY 9 FT. CONCRETE BASE OF AN ABANDONED
 RW0243'WATER TANK, A STANDARD TABLET 'A 79 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0001 ***********************************************************************
 SP0001  DESIGNATION -  A 79
 SP0001  PID         -  SP0001
 SP0001  STATE/COUNTY-  MT/RICHLAND
 SP0001  USGS QUAD   -  SIDNEY (1974)
 SP0001
 SP0001                         *CURRENT SURVEY CONTROL
 SP0001  ___________________________________________________________________
 SP0001* NAD 83(1986)-  47 39 30.     (N)    104 11 51.     (W)     SCALED    
 SP0001* NAVD 88     -       586.972  (meters)    1925.76   (feet)  ADJUSTED  
 SP0001  ___________________________________________________________________
 SP0001  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 SP0001  DYNAMIC HT  -         587.028 (meters)    1925.94  (feet)  COMP
 SP0001  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 SP0001
 SP0001  VERT ORDER  -  FIRST     CLASS II
 SP0001
 SP0001.The horizontal coordinates were scaled from a topographic map and have
 SP0001.an estimated accuracy of +/- 6 seconds.
 SP0001
 SP0001.The orthometric height was determined by differential leveling
 SP0001.and adjusted by the National Geodetic Survey in June 1991..
 SP0001
 SP0001.The geoid height was determined by GEOID03.
 SP0001
 SP0001.The dynamic height is computed by dividing the NAVD 88
 SP0001.geopotential number by the normal gravity value computed on the
 SP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0001.degrees latitude (g = 980.6199 gals.).
 SP0001
 SP0001.The modeled gravity was interpolated from observed gravity values.
 SP0001
 SP0001;                    North         East    Units  Estimated Accuracy
 SP0001;SPC MT       -   392,200.      997,790.      MT  (+/- 180 meters Scaled)
 SP0001
 SP0001                          SUPERSEDED SURVEY CONTROL
 SP0001
 SP0001  NGVD 29 (??/??/92)  586.442  (m)         1924.02   (f) ADJ UNCH    1 2
 SP0001
 SP0001.Superseded values are not recommended for survey control.
 SP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0001.See file dsdata.txt to determine how the superseded data were derived.
 SP0001
 SP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN602786(NAD 83)
 SP0001_MARKER: DB = BENCH MARK DISK
 SP0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0001_STAMPING: A 79 1934
 SP0001_MARK LOGO: CGS   
 SP0001_PROJECTION: PROJECTING 5 CENTIMETERS
 SP0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0001+STABILITY: SURFACE MOTION
 SP0001
 SP0001  HISTORY     - Date     Condition        Report By
 SP0001  HISTORY     - 1934     MONUMENTED       CGS
 SP0001  HISTORY     - 1981     GOOD             NGS
 SP0001
 SP0001                          STATION DESCRIPTION
 SP0001
 SP0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0001'4.3 MI SW FROM SIDNEY.
 SP0001'4.3 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SP0001'AT SIDNEY, RICHLAND COUNTY, 0.1 MILE SOUTHWEST OF THE CROSSING OF THE
 SP0001'NORTHERN PACIFIC RAILWAY, 78 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SP0001'NORTHERN PACIFIC RAILWAY TRACK, AND 52 FEET SOUTHEAST OF THE
 SP0001'CENTERLINE OF THE GREAT NORTHERN RAILWAY TRACK.  A STANDARD DISK,
 SP0001'STAMPED A 79 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0001
 SP0001                          STATION RECOVERY (1981)
 SP0001
 SP0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SP0001'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SP0001'7.2 KM (4.45 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 SP0001'FROM THE STATION IN SIDNEY, 0.2 KM (0.1 MI) SOUTHWEST OF A Y-JUNCTION
 SP0001'OF THE BURLINGTON NORTHERN RAILROAD 43.0 METERS (141.0 FT) SOUTHWEST
 SP0001'OF THE RAILROAD SIDING IN NEWTON, 22.9 METERS (75.0 FT) NORTHWEST OF
 SP0001'THE NEAR RAIL OF THE TRACKS THAT VEER SOUTHERLY, 18.0 METERS (59.0 FT)
 SP0001'SOUTHEAST OF THE NEAR RAIL OF THE TRACKS THAT VEER WESTERLY, 13.1
 SP0001'METERS (43.0 FT) NORTHEAST OF THE CENTERLINE OF A ROAD AND 2.4 METERS
 SP0001'(8.0 FT) EAST OF A TELEPHONE POLE.
 SP0001'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 SP0001'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0186 ***********************************************************************
 QV0186  DESIGNATION -  A 8
 QV0186  PID         -  QV0186
 QV0186  STATE/COUNTY-  MT/BIG HORN
 QV0186  USGS QUAD   -  LODGE GRASS (1967)
 QV0186
 QV0186                         *CURRENT SURVEY CONTROL
 QV0186  ___________________________________________________________________
 QV0186* NAD 83(1986)-  45 18 36.     (N)    107 21 41.     (W)     SCALED    
 QV0186* NAVD 88     -      1027.746  (meters)    3371.86   (feet)  ADJUSTED  
 QV0186  ___________________________________________________________________
 QV0186  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 QV0186  DYNAMIC HT  -        1027.445 (meters)    3370.88  (feet)  COMP
 QV0186  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 QV0186
 QV0186  VERT ORDER  -  FIRST     CLASS II
 QV0186
 QV0186.The horizontal coordinates were scaled from a topographic map and have
 QV0186.an estimated accuracy of +/- 6 seconds.
 QV0186
 QV0186.The orthometric height was determined by differential leveling
 QV0186.and adjusted by the National Geodetic Survey in June 1991..
 QV0186
 QV0186.The geoid height was determined by GEOID03.
 QV0186
 QV0186.The dynamic height is computed by dividing the NAVD 88
 QV0186.geopotential number by the normal gravity value computed on the
 QV0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0186.degrees latitude (g = 980.6199 gals.).
 QV0186
 QV0186.The modeled gravity was interpolated from observed gravity values.
 QV0186
 QV0186;                    North         East    Units  Estimated Accuracy
 QV0186;SPC MT       -   120,100.      767,660.      MT  (+/- 180 meters Scaled)
 QV0186
 QV0186                          SUPERSEDED SURVEY CONTROL
 QV0186
 QV0186  NGVD 29 (??/??/92) 1026.998  (m)         3369.41   (f) ADJ UNCH    1 2
 QV0186
 QV0186.Superseded values are not recommended for survey control.
 QV0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0186.See file dsdata.txt to determine how the superseded data were derived.
 QV0186
 QV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL148201(NAD 83)
 QV0186_MARKER: B = BOLT
 QV0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0186_SP_SET: ABUTMENT
 QV0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0186
 QV0186  HISTORY     - Date     Condition        Report By
 QV0186  HISTORY     - UNK      MONUMENTED       CGS
 QV0186  HISTORY     - 1957     GOOD             NGS
 QV0186
 QV0186                          STATION DESCRIPTION
 QV0186
 QV0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0186'0.45 MI S FROM LODGE GRASS.
 QV0186'ABOUT 0.45 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0186'RAILROAD FROM THE STATION AT LODGE GRASS, IN THE TOP OF THE WEST END
 QV0186'OF THE SOUTH ABUTMENT OF BRIDGE 749.82, 3 1/2 FEET WEST OF THE WEST
 QV0186'RAIL AND ABOUT 1 FOOT BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0337 ***********************************************************************
 SS0337  DESIGNATION -  A 8 M
 SS0337  PID         -  SS0337
 SS0337  STATE/COUNTY-  MT/CASCADE
 SS0337  USGS QUAD   -  RICEVILLE (1995)
 SS0337
 SS0337                         *CURRENT SURVEY CONTROL
 SS0337  ___________________________________________________________________
 SS0337* NAD 83(1986)-  47 10 53.     (N)    110 58 23.     (W)     SCALED    
 SS0337* NAVD 88     -      1445.403  (meters)    4742.13   (feet)  ADJUSTED  
 SS0337  ___________________________________________________________________
 SS0337  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 SS0337  DYNAMIC HT  -        1445.139 (meters)    4741.26  (feet)  COMP
 SS0337  MODELED GRAV-     980,379.8   (mgal)                       NAVD 88
 SS0337
 SS0337  VERT ORDER  -  SECOND    CLASS 0
 SS0337
 SS0337.The horizontal coordinates were scaled from a topographic map and have
 SS0337.an estimated accuracy of +/- 6 seconds.
 SS0337
 SS0337.The orthometric height was determined by differential leveling
 SS0337.and adjusted by the National Geodetic Survey in June 1991..
 SS0337
 SS0337.The geoid height was determined by GEOID03.
 SS0337
 SS0337.The dynamic height is computed by dividing the NAVD 88
 SS0337.geopotential number by the normal gravity value computed on the
 SS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0337.degrees latitude (g = 980.6199 gals.).
 SS0337
 SS0337.The modeled gravity was interpolated from observed gravity values.
 SS0337
 SS0337;                    North         East    Units  Estimated Accuracy
 SS0337;SPC MT       -   326,780.      488,420.      MT  (+/- 180 meters Scaled)
 SS0337
 SS0337                          SUPERSEDED SURVEY CONTROL
 SS0337
 SS0337  NGVD 29 (??/??/92) 1444.382  (m)         4738.78   (f) ADJ UNCH    2 0
 SS0337
 SS0337.Superseded values are not recommended for survey control.
 SS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0337.See file dsdata.txt to determine how the superseded data were derived.
 SS0337
 SS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT020253(NAD 83)
 SS0337_MARKER: DS = TRIANGULATION STATION DISK
 SS0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0337_STAMPING: A 8 M 1961
 SS0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0337+STABILITY: SURFACE MOTION
 SS0337
 SS0337  HISTORY     - Date     Condition        Report By
 SS0337  HISTORY     - 1961     MONUMENTED       CGS
 SS0337
 SS0337                          STATION DESCRIPTION
 SS0337
 SS0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0337'18.1 MI S FROM BELT.
 SS0337'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0337'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0337'THENCE 4.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 SS0337'NORTHWEST ACROSS A PASTURE, IN SECTION 4, T 16 N, R 6 E, ON THE EAST
 SS0337'SLOPE OF A HILL, 11.4 FEET EAST OF A 6-INCH PINE TREE WITH A
 SS0337'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, 38.7 FEET WEST OF A 8 M R.M.
 SS0337'2, 41.4 FEET SOUTH OF A 8 M R.M. 1, 4.0 FEET SOUTH OF A METAL WITNESS
 SS0337'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0338 ***********************************************************************
 SS0338  DESIGNATION -  A 8 M RM 1
 SS0338  PID         -  SS0338
 SS0338  STATE/COUNTY-  MT/CASCADE
 SS0338  USGS QUAD   -  RICEVILLE (1995)
 SS0338
 SS0338                         *CURRENT SURVEY CONTROL
 SS0338  ___________________________________________________________________
 SS0338* NAD 83(1986)-  47 10 53.     (N)    110 58 22.     (W)     SCALED    
 SS0338* NAVD 88     -      1445.306  (meters)    4741.81   (feet)  ADJUSTED  
 SS0338  ___________________________________________________________________
 SS0338  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 SS0338  DYNAMIC HT  -        1445.042 (meters)    4740.94  (feet)  COMP
 SS0338  MODELED GRAV-     980,379.9   (mgal)                       NAVD 88
 SS0338
 SS0338  VERT ORDER  -  SECOND    CLASS 0
 SS0338
 SS0338.The horizontal coordinates were scaled from a topographic map and have
 SS0338.an estimated accuracy of +/- 6 seconds.
 SS0338
 SS0338.The orthometric height was determined by differential leveling
 SS0338.and adjusted by the National Geodetic Survey in June 1991..
 SS0338
 SS0338.The geoid height was determined by GEOID03.
 SS0338
 SS0338.The dynamic height is computed by dividing the NAVD 88
 SS0338.geopotential number by the normal gravity value computed on the
 SS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0338.degrees latitude (g = 980.6199 gals.).
 SS0338
 SS0338.The modeled gravity was interpolated from observed gravity values.
 SS0338
 SS0338;                    North         East    Units  Estimated Accuracy
 SS0338;SPC MT       -   326,780.      488,440.      MT  (+/- 180 meters Scaled)
 SS0338
 SS0338                          SUPERSEDED SURVEY CONTROL
 SS0338
 SS0338  NGVD 29 (??/??/92) 1444.285  (m)         4738.46   (f) ADJ UNCH    2 0
 SS0338
 SS0338.Superseded values are not recommended for survey control.
 SS0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0338.See file dsdata.txt to determine how the superseded data were derived.
 SS0338
 SS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT020253(NAD 83)
 SS0338_MARKER: DR = REFERENCE MARK DISK
 SS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0338_STAMPING: A 8 M NO 1 1961
 SS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0338+STABILITY: SURFACE MOTION
 SS0338
 SS0338  HISTORY     - Date     Condition        Report By
 SS0338  HISTORY     - 1961     MONUMENTED       CGS
 SS0338
 SS0338                          STATION DESCRIPTION
 SS0338
 SS0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0338'18.1 MI S FROM BELT.
 SS0338'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0338'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0338'THENCE 4.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 SS0338'NORTHWEST ACROSS A PASTURE, IN SECTION 4, T 16 N, R 6 E, ON THE EAST
 SS0338'SLOPE OF A HILL, 43 FEET NORTHEAST OF A 6-INCH PINE TREE WITH A
 SS0338'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, 41.4 FEET NORTH OF A 8 M 1961,
 SS0338'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0336 ***********************************************************************
 SS0336  DESIGNATION -  A 8 M RM 2
 SS0336  PID         -  SS0336
 SS0336  STATE/COUNTY-  MT/CASCADE
 SS0336  USGS QUAD   -  RICEVILLE (1995)
 SS0336
 SS0336                         *CURRENT SURVEY CONTROL
 SS0336  ___________________________________________________________________
 SS0336* NAD 83(1986)-  47 10 53.     (N)    110 58 22.     (W)     SCALED    
 SS0336* NAVD 88     -      1442.952  (meters)    4734.09   (feet)  ADJUSTED  
 SS0336  ___________________________________________________________________
 SS0336  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 SS0336  DYNAMIC HT  -        1442.689 (meters)    4733.22  (feet)  COMP
 SS0336  MODELED GRAV-     980,379.9   (mgal)                       NAVD 88
 SS0336
 SS0336  VERT ORDER  -  SECOND    CLASS 0
 SS0336
 SS0336.The horizontal coordinates were scaled from a topographic map and have
 SS0336.an estimated accuracy of +/- 6 seconds.
 SS0336
 SS0336.The orthometric height was determined by differential leveling
 SS0336.and adjusted by the National Geodetic Survey in June 1991..
 SS0336
 SS0336.The geoid height was determined by GEOID03.
 SS0336
 SS0336.The dynamic height is computed by dividing the NAVD 88
 SS0336.geopotential number by the normal gravity value computed on the
 SS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0336.degrees latitude (g = 980.6199 gals.).
 SS0336
 SS0336.The modeled gravity was interpolated from observed gravity values.
 SS0336
 SS0336;                    North         East    Units  Estimated Accuracy
 SS0336;SPC MT       -   326,780.      488,440.      MT  (+/- 180 meters Scaled)
 SS0336
 SS0336                          SUPERSEDED SURVEY CONTROL
 SS0336
 SS0336  NGVD 29 (??/??/92) 1441.931  (m)         4730.74   (f) ADJ UNCH    2 0
 SS0336
 SS0336.Superseded values are not recommended for survey control.
 SS0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0336.See file dsdata.txt to determine how the superseded data were derived.
 SS0336
 SS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT020253(NAD 83)
 SS0336_MARKER: DR = REFERENCE MARK DISK
 SS0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0336_STAMPING: A 8 M NO 2 1961
 SS0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0336+STABILITY: SURFACE MOTION
 SS0336
 SS0336  HISTORY     - Date     Condition        Report By
 SS0336  HISTORY     - 1961     MONUMENTED       CGS
 SS0336
 SS0336                          STATION DESCRIPTION
 SS0336
 SS0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0336'18.1 MI S FROM BELT.
 SS0336'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0336'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0336'THENCE 4.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 SS0336'NORTHWEST ACROSS A PASTURE, ON THE EAST SLOPE OF A HILL, 50 FEET EAST
 SS0336'OF A 6-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE,
 SS0336'38.7 FEET EAST OF A 8 M 1961, AND SET IN THE TOP OF A CONCRETE POST
 SS0336'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0334 ***********************************************************************
 SS0334  DESIGNATION -  A 8 N
 SS0334  PID         -  SS0334
 SS0334  STATE/COUNTY-  MT/CASCADE
 SS0334  USGS QUAD   -  RICEVILLE (1995)
 SS0334
 SS0334                         *CURRENT SURVEY CONTROL
 SS0334  ___________________________________________________________________
 SS0334* NAD 83(1986)-  47 10 37.     (N)    110 58 25.     (W)     SCALED    
 SS0334* NAVD 88     -      1408.763  (meters)    4621.92   (feet)  ADJUSTED  
 SS0334  ___________________________________________________________________
 SS0334  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 SS0334  DYNAMIC HT  -        1408.497 (meters)    4621.04  (feet)  COMP
 SS0334  MODELED GRAV-     980,375.2   (mgal)                       NAVD 88
 SS0334
 SS0334  VERT ORDER  -  SECOND    CLASS 0
 SS0334
 SS0334.The horizontal coordinates were scaled from a topographic map and have
 SS0334.an estimated accuracy of +/- 6 seconds.
 SS0334
 SS0334.The orthometric height was determined by differential leveling
 SS0334.and adjusted by the National Geodetic Survey in June 1991..
 SS0334
 SS0334.The geoid height was determined by GEOID03.
 SS0334
 SS0334.The dynamic height is computed by dividing the NAVD 88
 SS0334.geopotential number by the normal gravity value computed on the
 SS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0334.degrees latitude (g = 980.6199 gals.).
 SS0334
 SS0334.The modeled gravity was interpolated from observed gravity values.
 SS0334
 SS0334;                    North         East    Units  Estimated Accuracy
 SS0334;SPC MT       -   326,290.      488,370.      MT  (+/- 180 meters Scaled)
 SS0334
 SS0334                          SUPERSEDED SURVEY CONTROL
 SS0334
 SS0334  NGVD 29 (??/??/92) 1407.730  (m)         4618.53   (f) ADJ UNCH    2 0
 SS0334
 SS0334.Superseded values are not recommended for survey control.
 SS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0334.See file dsdata.txt to determine how the superseded data were derived.
 SS0334
 SS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT020248(NAD 83)
 SS0334_MARKER: DS = TRIANGULATION STATION DISK
 SS0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0334_STAMPING: A 8 N 1961
 SS0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0334+STABILITY: SURFACE MOTION
 SS0334
 SS0334  HISTORY     - Date     Condition        Report By
 SS0334  HISTORY     - 1961     MONUMENTED       CGS
 SS0334
 SS0334                          STATION DESCRIPTION
 SS0334
 SS0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0334'18.0 MI S FROM BELT.
 SS0334'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0334'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0334'THENCE 4.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 SS0334'SOUTHWEST ACROSS A PASTURE, IN SECTION 4, T 16 N, R 6 N, ON THE
 SS0334'NORTHEAST SLOPE OF A HILL, 31.9 FEET SOUTHWEST OF A 8 N R.M. 1, 31.2
 SS0334'FEET NORTHWEST OF A 8 M R.M. 2, 3.5 FEET NORTH OF A METAL WITNESS
 SS0334'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0333 ***********************************************************************
 SS0333  DESIGNATION -  A 8 N RM 1
 SS0333  PID         -  SS0333
 SS0333  STATE/COUNTY-  MT/CASCADE
 SS0333  USGS QUAD   -  RICEVILLE (1995)
 SS0333
 SS0333                         *CURRENT SURVEY CONTROL
 SS0333  ___________________________________________________________________
 SS0333* NAD 83(1986)-  47 10 37.     (N)    110 58 25.     (W)     SCALED    
 SS0333* NAVD 88     -      1407.163  (meters)    4616.67   (feet)  ADJUSTED  
 SS0333  ___________________________________________________________________
 SS0333  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 SS0333  DYNAMIC HT  -        1406.898 (meters)    4615.80  (feet)  COMP
 SS0333  MODELED GRAV-     980,375.2   (mgal)                       NAVD 88
 SS0333
 SS0333  VERT ORDER  -  SECOND    CLASS 0
 SS0333
 SS0333.The horizontal coordinates were scaled from a topographic map and have
 SS0333.an estimated accuracy of +/- 6 seconds.
 SS0333
 SS0333.The orthometric height was determined by differential leveling
 SS0333.and adjusted by the National Geodetic Survey in June 1991..
 SS0333
 SS0333.The geoid height was determined by GEOID03.
 SS0333
 SS0333.The dynamic height is computed by dividing the NAVD 88
 SS0333.geopotential number by the normal gravity value computed on the
 SS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0333.degrees latitude (g = 980.6199 gals.).
 SS0333
 SS0333.The modeled gravity was interpolated from observed gravity values.
 SS0333
 SS0333;                    North         East    Units  Estimated Accuracy
 SS0333;SPC MT       -   326,290.      488,370.      MT  (+/- 180 meters Scaled)
 SS0333
 SS0333                          SUPERSEDED SURVEY CONTROL
 SS0333
 SS0333  NGVD 29 (??/??/92) 1406.130  (m)         4613.28   (f) ADJ UNCH    2 0
 SS0333
 SS0333.Superseded values are not recommended for survey control.
 SS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0333.See file dsdata.txt to determine how the superseded data were derived.
 SS0333
 SS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT020248(NAD 83)
 SS0333_MARKER: DR = REFERENCE MARK DISK
 SS0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0333_STAMPING: A 8 N NO 1 1961
 SS0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0333+STABILITY: SURFACE MOTION
 SS0333
 SS0333  HISTORY     - Date     Condition        Report By
 SS0333  HISTORY     - 1961     MONUMENTED       CGS
 SS0333
 SS0333                          STATION DESCRIPTION
 SS0333
 SS0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0333'18.0 MI S FROM BELT.
 SS0333'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0333'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0333'THENCE 4.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 SS0333'SOUTHWEST ACROSS A PASTURE, IN SECTION 4, T 16 N, R 6 E, ON THE
 SS0333'NORTHEAST SLOPE OF A HILL, 31.9 FEET NORTHEAST OF A 8 N 1961, AND SET
 SS0333'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0335 ***********************************************************************
 SS0335  DESIGNATION -  A 8 N RM 2
 SS0335  PID         -  SS0335
 SS0335  STATE/COUNTY-  MT/CASCADE
 SS0335  USGS QUAD   -  RICEVILLE (1995)
 SS0335
 SS0335                         *CURRENT SURVEY CONTROL
 SS0335  ___________________________________________________________________
 SS0335* NAD 83(1986)-  47 10 37.     (N)    110 58 25.     (W)     SCALED    
 SS0335* NAVD 88     -      1408.558  (meters)    4621.24   (feet)  ADJUSTED  
 SS0335  ___________________________________________________________________
 SS0335  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 SS0335  DYNAMIC HT  -        1408.292 (meters)    4620.37  (feet)  COMP
 SS0335  MODELED GRAV-     980,375.2   (mgal)                       NAVD 88
 SS0335
 SS0335  VERT ORDER  -  SECOND    CLASS 0
 SS0335
 SS0335.The horizontal coordinates were scaled from a topographic map and have
 SS0335.an estimated accuracy of +/- 6 seconds.
 SS0335
 SS0335.The orthometric height was determined by differential leveling
 SS0335.and adjusted by the National Geodetic Survey in June 1991..
 SS0335
 SS0335.The geoid height was determined by GEOID03.
 SS0335
 SS0335.The dynamic height is computed by dividing the NAVD 88
 SS0335.geopotential number by the normal gravity value computed on the
 SS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0335.degrees latitude (g = 980.6199 gals.).
 SS0335
 SS0335.The modeled gravity was interpolated from observed gravity values.
 SS0335
 SS0335;                    North         East    Units  Estimated Accuracy
 SS0335;SPC MT       -   326,290.      488,370.      MT  (+/- 180 meters Scaled)
 SS0335
 SS0335                          SUPERSEDED SURVEY CONTROL
 SS0335
 SS0335  NGVD 29 (??/??/92) 1407.526  (m)         4617.86   (f) ADJ UNCH    2 0
 SS0335
 SS0335.Superseded values are not recommended for survey control.
 SS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0335.See file dsdata.txt to determine how the superseded data were derived.
 SS0335
 SS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT020248(NAD 83)
 SS0335_MARKER: DR = REFERENCE MARK DISK
 SS0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0335_STAMPING: A 8 N NO 2 1961
 SS0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0335+STABILITY: SURFACE MOTION
 SS0335
 SS0335  HISTORY     - Date     Condition        Report By
 SS0335  HISTORY     - 1961     MONUMENTED       CGS
 SS0335
 SS0335                          STATION DESCRIPTION
 SS0335
 SS0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0335'18.0 MI S FROM BELT.
 SS0335'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0335'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0335'THENCE 4.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 SS0335'SOUTHWEST ACROSS A PASTURE, IN SECTION 4, T 16 N, R 6 E, 31.2 FEET
 SS0335'SOUTHEAST OF A 8 N 1961, ON THE NORTHEAST SLOPE OF A HILL, AND SET IN
 SS0335'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0195 ***********************************************************************
 RW0195  DESIGNATION -  A 80
 RW0195  PID         -  RW0195
 RW0195  STATE/COUNTY-  MT/MEAGHER
 RW0195  USGS QUAD   -  HANSON RESERVOIR (1971)
 RW0195
 RW0195                         *CURRENT SURVEY CONTROL
 RW0195  ___________________________________________________________________
 RW0195* NAD 83(1986)-  46 36 44.     (N)    111 03 42.     (W)     SCALED    
 RW0195* NAVD 88     -      1482.374  (meters)    4863.42   (feet)  ADJUSTED  
 RW0195  ___________________________________________________________________
 RW0195  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 RW0195  DYNAMIC HT  -        1482.009 (meters)    4862.22  (feet)  COMP
 RW0195  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 RW0195
 RW0195  VERT ORDER  -  SECOND    CLASS 0
 RW0195
 RW0195.The horizontal coordinates were scaled from a topographic map and have
 RW0195.an estimated accuracy of +/- 6 seconds.
 RW0195
 RW0195.The orthometric height was determined by differential leveling
 RW0195.and adjusted by the National Geodetic Survey in June 1991..
 RW0195
 RW0195.The geoid height was determined by GEOID03.
 RW0195
 RW0195.The dynamic height is computed by dividing the NAVD 88
 RW0195.geopotential number by the normal gravity value computed on the
 RW0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0195.degrees latitude (g = 980.6199 gals.).
 RW0195
 RW0195.The modeled gravity was interpolated from observed gravity values.
 RW0195
 RW0195;                    North         East    Units  Estimated Accuracy
 RW0195;SPC MT       -   263,690.      480,450.      MT  (+/- 180 meters Scaled)
 RW0195
 RW0195                          SUPERSEDED SURVEY CONTROL
 RW0195
 RW0195  NGVD 29 (??/??/92) 1481.323  (m)         4859.97   (f) ADJ UNCH    2 0
 RW0195
 RW0195.Superseded values are not recommended for survey control.
 RW0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0195.See file dsdata.txt to determine how the superseded data were derived.
 RW0195
 RW0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS952620(NAD 83)
 RW0195_MARKER: DB = BENCH MARK DISK
 RW0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0195_STAMPING: A 80 1934
 RW0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0195+STABILITY: SURFACE MOTION
 RW0195
 RW0195  HISTORY     - Date     Condition        Report By
 RW0195  HISTORY     - 1934     MONUMENTED       CGS
 RW0195  HISTORY     - 1942     GOOD             NGS
 RW0195
 RW0195                          STATION DESCRIPTION
 RW0195
 RW0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RW0195'7.8 MI SE FROM FORT LOGAN.
 RW0195'7.8 MILES SOUTHEAST ALONG THE WHITE SULPHUR SPRINGS ROAD FROM FORT
 RW0195'LOGAN, MEAGHER COUNTY, 62 YARDS EAST OF THE CENTER OF A CUT THROUGH A
 RW0195'CLAY BANK, AND 41 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 RW0195'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0111 ***********************************************************************
 SP0111  DESIGNATION -  A 80
 SP0111  PID         -  SP0111
 SP0111  STATE/COUNTY-  MT/RICHLAND
 SP0111  USGS QUAD   -  ELMDALE NW (1983)
 SP0111
 SP0111                         *CURRENT SURVEY CONTROL
 SP0111  ___________________________________________________________________
 SP0111* NAD 83(1986)-  47 52 50.     (N)    104 53 31.     (W)     SCALED    
 SP0111* NAVD 88     -       746.153  (meters)    2448.00   (feet)  ADJUSTED  
 SP0111  ___________________________________________________________________
 SP0111  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 SP0111  DYNAMIC HT  -         746.214 (meters)    2448.20  (feet)  COMP
 SP0111  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 SP0111
 SP0111  VERT ORDER  -  SECOND    CLASS 0
 SP0111
 SP0111.The horizontal coordinates were scaled from a topographic map and have
 SP0111.an estimated accuracy of +/- 6 seconds.
 SP0111
 SP0111.The orthometric height was determined by differential leveling
 SP0111.and adjusted by the National Geodetic Survey in June 1991..
 SP0111
 SP0111.The geoid height was determined by GEOID03.
 SP0111
 SP0111.The dynamic height is computed by dividing the NAVD 88
 SP0111.geopotential number by the normal gravity value computed on the
 SP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0111.degrees latitude (g = 980.6199 gals.).
 SP0111
 SP0111.The modeled gravity was interpolated from observed gravity values.
 SP0111
 SP0111;                    North         East    Units  Estimated Accuracy
 SP0111;SPC MT       -   413,550.      944,300.      MT  (+/- 180 meters Scaled)
 SP0111
 SP0111                          SUPERSEDED SURVEY CONTROL
 SP0111
 SP0111  NGVD 29 (??/??/92)  745.582  (m)         2446.13   (f) ADJ UNCH    2 0
 SP0111
 SP0111.Superseded values are not recommended for survey control.
 SP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0111.See file dsdata.txt to determine how the superseded data were derived.
 SP0111
 SP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP080030(NAD 83)
 SP0111_MARKER: DB = BENCH MARK DISK
 SP0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0111_STAMPING: A-80 1934
 SP0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0111+STABILITY: SURFACE MOTION
 SP0111
 SP0111  HISTORY     - Date     Condition        Report By
 SP0111  HISTORY     - 1934     MONUMENTED       CGS
 SP0111  HISTORY     - 1971     MARK NOT FOUND   USGS
 SP0111  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0111
 SP0111                          STATION DESCRIPTION
 SP0111
 SP0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0111'12.2 MI N FROM LANE.
 SP0111'ABOUT 12.2 MILES NORTH ALONG THE ROAD LEADING TO BROCKTON FROM LANE,
 SP0111'RICHLAND COUNTY, AND 21 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 SP0111'STANDARD DISK, STAMPED A 80 1934 AND SET IN THE TOP OF A CONCRETE
 SP0111'POST.
 SP0111
 SP0111                          STATION RECOVERY (1971)
 SP0111
 SP0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SP0111'MARK NOT FOUND.
 SP0111
 SP0111                          STATION RECOVERY (1977)
 SP0111
 SP0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0482 ***********************************************************************
 RX0482  DESIGNATION -  A 81
 RX0482  PID         -  RX0482
 RX0482  STATE/COUNTY-  MT/POWELL
 RX0482  USGS QUAD   -  MOOSE CREEK (1968)
 RX0482
 RX0482                         *CURRENT SURVEY CONTROL
 RX0482  ___________________________________________________________________
 RX0482* NAD 83(1986)-  46 56 50.     (N)    112 49 01.     (W)     SCALED    
 RX0482* NAVD 88     -      1351.018  (meters)    4432.46   (feet)  ADJUSTED  
 RX0482  ___________________________________________________________________
 RX0482  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 RX0482  DYNAMIC HT  -        1350.736 (meters)    4431.54  (feet)  COMP
 RX0482  MODELED GRAV-     980,358.3   (mgal)                       NAVD 88
 RX0482
 RX0482  VERT ORDER  -  SECOND    CLASS 0
 RX0482
 RX0482.The horizontal coordinates were scaled from a topographic map and have
 RX0482.an estimated accuracy of +/- 6 seconds.
 RX0482
 RX0482.The orthometric height was determined by differential leveling
 RX0482.and adjusted by the National Geodetic Survey in June 1991..
 RX0482
 RX0482.The geoid height was determined by GEOID03.
 RX0482
 RX0482.The dynamic height is computed by dividing the NAVD 88
 RX0482.geopotential number by the normal gravity value computed on the
 RX0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0482.degrees latitude (g = 980.6199 gals.).
 RX0482
 RX0482.The modeled gravity was interpolated from observed gravity values.
 RX0482
 RX0482;                    North         East    Units  Estimated Accuracy
 RX0482;SPC MT       -   305,060.      347,710.      MT  (+/- 180 meters Scaled)
 RX0482
 RX0482                          SUPERSEDED SURVEY CONTROL
 RX0482
 RX0482  NGVD 29 (??/??/92) 1349.900  (m)         4428.80   (f) ADJ UNCH    2 0
 RX0482
 RX0482.Superseded values are not recommended for survey control.
 RX0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0482.See file dsdata.txt to determine how the superseded data were derived.
 RX0482
 RX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT617009(NAD 83)
 RX0482_MARKER: DB = BENCH MARK DISK
 RX0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0482_STAMPING: A 81 1934
 RX0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0482+STABILITY: SURFACE MOTION
 RX0482
 RX0482  HISTORY     - Date     Condition        Report By
 RX0482  HISTORY     - 1934     MONUMENTED       CGS
 RX0482  HISTORY     - 1968     GOOD             USGS
 RX0482
 RX0482                          STATION DESCRIPTION
 RX0482
 RX0482'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 RX0482'8.0 MI W FROM LINCOLN.
 RX0482'IN POWELL COUNTY, 8.0 MILES WEST ALONG STATE HIGHWAY 220 FROM LINCOLN,
 RX0482'LEWIS AND CLARK COUNTY.  600 FEET NORTH OF PRESENT HIGHWAY, 33 FEET
 RX0482'WEST OF OLD HIGHWAY, 15 FEET N.W. OF THE BASE OF A 4 FEET PINE STUMP
 RX0482'AND 17 FEET SOUTH OF AN 18 INCH PINE TREE.  A STANDARD DISK, STAMPED A
 RX0482'81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0203 ***********************************************************************
 RW0203  DESIGNATION -  A 82
 RW0203  PID         -  RW0203
 RW0203  STATE/COUNTY-  MT/BROADWATER
 RW0203  USGS QUAD   -  LOMBARD (1986)
 RW0203
 RW0203                         *CURRENT SURVEY CONTROL
 RW0203  ___________________________________________________________________
 RW0203* NAD 83(1986)-  46 07 17.     (N)    111 24 44.     (W)     SCALED    
 RW0203* NAVD 88     -      1206.538  (meters)    3958.45   (feet)  ADJUSTED  
 RW0203  ___________________________________________________________________
 RW0203  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 RW0203  DYNAMIC HT  -        1206.221 (meters)    3957.41  (feet)  COMP
 RW0203  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 RW0203
 RW0203  VERT ORDER  -  SECOND    CLASS 0
 RW0203
 RW0203.The horizontal coordinates were scaled from a topographic map and have
 RW0203.an estimated accuracy of +/- 6 seconds.
 RW0203
 RW0203.The orthometric height was determined by differential leveling
 RW0203.and adjusted by the National Geodetic Survey in June 1991..
 RW0203
 RW0203.The geoid height was determined by GEOID03.
 RW0203
 RW0203.The dynamic height is computed by dividing the NAVD 88
 RW0203.geopotential number by the normal gravity value computed on the
 RW0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0203.degrees latitude (g = 980.6199 gals.).
 RW0203
 RW0203.The modeled gravity was interpolated from observed gravity values.
 RW0203
 RW0203;                    North         East    Units  Estimated Accuracy
 RW0203;SPC MT       -   209,770.      452,280.      MT  (+/- 180 meters Scaled)
 RW0203
 RW0203                          SUPERSEDED SURVEY CONTROL
 RW0203
 RW0203  NGVD 29 (??/??/92) 1205.570  (m)         3955.27   (f) ADJ UNCH    2 0
 RW0203
 RW0203.Superseded values are not recommended for survey control.
 RW0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0203.See file dsdata.txt to determine how the superseded data were derived.
 RW0203
 RW0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS681076(NAD 83)
 RW0203_MARKER: DB = BENCH MARK DISK
 RW0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0203_SP_SET: CONCRETE BASE
 RW0203_STAMPING: A 82 1934
 RW0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0203
 RW0203  HISTORY     - Date     Condition        Report By
 RW0203  HISTORY     - 1934     MONUMENTED       CGS
 RW0203
 RW0203                          STATION DESCRIPTION
 RW0203
 RW0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0203'3.2 MI NW FROM LOMBARD.
 RW0203'3.2 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RW0203'STATION AT LOMBARD, BROADWATER COUNTY, ABOUT 414 FEET NORTHWEST OF
 RW0203'MILEPOST 188, AT SEMAPHORE 1880, IN THE TOP OF THE CONCRETE BASE, AND
 RW0203'12 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 RW0203'STAMPED A 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0085 ***********************************************************************
 SQ0085  DESIGNATION -  A 83
 SQ0085  PID         -  SQ0085
 SQ0085  STATE/COUNTY-  MT/GARFIELD
 SQ0085  USGS QUAD   -  COAL CREEK (1967)
 SQ0085
 SQ0085                         *CURRENT SURVEY CONTROL
 SQ0085  ___________________________________________________________________
 SQ0085* NAD 83(1986)-  47 16 56.     (N)    106 17 26.     (W)     SCALED    
 SQ0085* NAVD 88     -       768.219  (meters)    2520.40   (feet)  ADJUSTED  
 SQ0085  ___________________________________________________________________
 SQ0085  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SQ0085  DYNAMIC HT  -         768.222 (meters)    2520.41  (feet)  COMP
 SQ0085  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 SQ0085
 SQ0085  VERT ORDER  -  SECOND    CLASS 0
 SQ0085
 SQ0085.The horizontal coordinates were scaled from a topographic map and have
 SQ0085.an estimated accuracy of +/- 6 seconds.
 SQ0085
 SQ0085.The orthometric height was determined by differential leveling
 SQ0085.and adjusted by the National Geodetic Survey in June 1991..
 SQ0085
 SQ0085.The geoid height was determined by GEOID03.
 SQ0085
 SQ0085.The dynamic height is computed by dividing the NAVD 88
 SQ0085.geopotential number by the normal gravity value computed on the
 SQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0085.degrees latitude (g = 980.6199 gals.).
 SQ0085
 SQ0085.The modeled gravity was interpolated from observed gravity values.
 SQ0085
 SQ0085;                    North         East    Units  Estimated Accuracy
 SQ0085;SPC MT       -   341,910.      842,600.      MT  (+/- 180 meters Scaled)
 SQ0085
 SQ0085                          SUPERSEDED SURVEY CONTROL
 SQ0085
 SQ0085  NGVD 29 (??/??/92)  767.586  (m)         2518.32   (f) ADJ UNCH    2 0
 SQ0085
 SQ0085.Superseded values are not recommended for survey control.
 SQ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0085.See file dsdata.txt to determine how the superseded data were derived.
 SQ0085
 SQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN024373(NAD 83)
 SQ0085_MARKER: DB = BENCH MARK DISK
 SQ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0085_STAMPING: A 83 1934
 SQ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0085+STABILITY: SURFACE MOTION
 SQ0085
 SQ0085  HISTORY     - Date     Condition        Report By
 SQ0085  HISTORY     - 1934     MONUMENTED       CGS
 SQ0085  HISTORY     - 1960     GOOD             NGS
 SQ0085
 SQ0085                          STATION DESCRIPTION
 SQ0085
 SQ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SQ0085'36.55 MI SE FROM JORDAN.
 SQ0085'26.8 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT JORDAN,
 SQ0085'THENCE 7.6 MILES SOUTH-SOUTHEAST ALONG A GRADED DIRT ROAD TO THE
 SQ0085'JUNCTION OF A TRACK ROAD LEADING NORTH, THENCE 1.8 MILES NORTH ALONG
 SQ0085'THE TRACK ROAD, THENCE 0.35 MILE NORTHEAST ALONG A TRACK ROAD, IN
 SQ0085'SECTION 30, T 18 N, R 43 E, 26 FEET NORTH OF THE CENTER LINE OF THE
 SQ0085'ROAD, 246 FEET WEST OF A FENCE LINE, 153 FEET SOUTHEAST OF A FENCE
 SQ0085'LINE, 180 FEET SOUTHEAST OF THE CREST OF A SLIGHT KNOLL, ABOUT 1 1/2
 SQ0085'FEET ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 SQ0085'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0246 ***********************************************************************
 SP0246  DESIGNATION -  A 84
 SP0246  PID         -  SP0246
 SP0246  STATE/COUNTY-  MT/MCCONE
 SP0246  USGS QUAD   -  LONE PINE SCHOOL (1983)
 SP0246
 SP0246                         *CURRENT SURVEY CONTROL
 SP0246  ___________________________________________________________________
 SP0246* NAD 83(1986)-  47 47 22.     (N)    105 30 48.     (W)     SCALED    
 SP0246* NAVD 88     -       716.356  (meters)    2350.24   (feet)  ADJUSTED  
 SP0246  ___________________________________________________________________
 SP0246  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 SP0246  DYNAMIC HT  -         716.403 (meters)    2350.40  (feet)  COMP
 SP0246  MODELED GRAV-     980,654.0   (mgal)                       NAVD 88
 SP0246
 SP0246  VERT ORDER  -  SECOND    CLASS 0
 SP0246
 SP0246.The horizontal coordinates were scaled from a topographic map and have
 SP0246.an estimated accuracy of +/- 6 seconds.
 SP0246
 SP0246.The orthometric height was determined by differential leveling
 SP0246.and adjusted by the National Geodetic Survey in June 1991..
 SP0246
 SP0246.The geoid height was determined by GEOID03.
 SP0246
 SP0246.The dynamic height is computed by dividing the NAVD 88
 SP0246.geopotential number by the normal gravity value computed on the
 SP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0246.degrees latitude (g = 980.6199 gals.).
 SP0246
 SP0246.The modeled gravity was interpolated from observed gravity values.
 SP0246
 SP0246;                    North         East    Units  Estimated Accuracy
 SP0246;SPC MT       -   400,890.      898,430.      MT  (+/- 180 meters Scaled)
 SP0246
 SP0246                          SUPERSEDED SURVEY CONTROL
 SP0246
 SP0246  NGVD 29 (??/??/92)  715.762  (m)         2348.30   (f) ADJ UNCH    2 0
 SP0246
 SP0246.Superseded values are not recommended for survey control.
 SP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0246.See file dsdata.txt to determine how the superseded data were derived.
 SP0246
 SP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN615930(NAD 83)
 SP0246_MARKER: DB = BENCH MARK DISK
 SP0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0246_STAMPING: A 84 1934
 SP0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0246+STABILITY: SURFACE MOTION
 SP0246
 SP0246  HISTORY     - Date     Condition        Report By
 SP0246  HISTORY     - 1934     MONUMENTED       CGS
 SP0246  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0246
 SP0246                          STATION DESCRIPTION
 SP0246
 SP0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0246'24.6 MI S FROM MACON.
 SP0246'IN MCCONE COUNTY, 24.6 MILES SOUTH ALONG STATE HIGHWAY 13 FROM MACON,
 SP0246'ROOSEVELT COUNTY, AT THE JUNCTION WITH A DIM T-ROAD LEADING WEST, 21
 SP0246'YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET NORTH OF THE
 SP0246'CENTERLINE OF THE T-ROAD, 38 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER,
 SP0246'AND 3 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED A 84 1934 AND
 SP0246'SET IN THE TOP OF A CONCRETE POST.
 SP0246
 SP0246                          STATION RECOVERY (1977)
 SP0246
 SP0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0192 ***********************************************************************
 RU0192  DESIGNATION -  A 86
 RU0192  PID         -  RU0192
 RU0192  STATE/COUNTY-  MT/ROSEBUD
 RU0192  USGS QUAD   -  BLACK COULEE (1968)
 RU0192
 RU0192                         *CURRENT SURVEY CONTROL
 RU0192  ___________________________________________________________________
 RU0192* NAD 83(1986)-  46 28 09.     (N)    106 38 02.     (W)     SCALED    
 RU0192* NAVD 88     -       828.597  (meters)    2718.49   (feet)  ADJUSTED  
 RU0192  ___________________________________________________________________
 RU0192  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 RU0192  DYNAMIC HT  -         828.533 (meters)    2718.28  (feet)  COMP
 RU0192  MODELED GRAV-     980,508.3   (mgal)                       NAVD 88
 RU0192
 RU0192  VERT ORDER  -  SECOND    CLASS 0
 RU0192
 RU0192.The horizontal coordinates were scaled from a topographic map and have
 RU0192.an estimated accuracy of +/- 6 seconds.
 RU0192
 RU0192.The orthometric height was determined by differential leveling
 RU0192.and adjusted by the National Geodetic Survey in June 1991..
 RU0192
 RU0192.The geoid height was determined by GEOID03.
 RU0192
 RU0192.The dynamic height is computed by dividing the NAVD 88
 RU0192.geopotential number by the normal gravity value computed on the
 RU0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0192.degrees latitude (g = 980.6199 gals.).
 RU0192
 RU0192.The modeled gravity was interpolated from observed gravity values.
 RU0192
 RU0192;                    North         East    Units  Estimated Accuracy
 RU0192;SPC MT       -   250,630.      819,960.      MT  (+/- 180 meters Scaled)
 RU0192
 RU0192                          SUPERSEDED SURVEY CONTROL
 RU0192
 RU0192  NGVD 29 (??/??/92)  827.945  (m)         2716.35   (f) ADJ UNCH    2 0
 RU0192
 RU0192.Superseded values are not recommended for survey control.
 RU0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0192.See file dsdata.txt to determine how the superseded data were derived.
 RU0192
 RU0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM745474(NAD 83)
 RU0192_MARKER: DB = BENCH MARK DISK
 RU0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0192_STAMPING: A 86 1934
 RU0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0192+STABILITY: SURFACE MOTION
 RU0192
 RU0192  HISTORY     - Date     Condition        Report By
 RU0192  HISTORY     - 1934     MONUMENTED       CGS
 RU0192
 RU0192                          STATION DESCRIPTION
 RU0192
 RU0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0192'17.4 MI N FROM FORSYTH.
 RU0192'17.4 MILES NORTH ALONG THE COHAGEN ROAD FROM FORSYTH, ROSEBUD COUNTY,
 RU0192'AT A CURVE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 10 FEET
 RU0192'NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED A 86 1934 AND
 RU0192'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0063 ***********************************************************************
 SR0063  DESIGNATION -  A 89
 SR0063  PID         -  SR0063
 SR0063  STATE/COUNTY-  MT/PETROLEUM
 SR0063  USGS QUAD   -  CAT CREEK (1986)
 SR0063
 SR0063                         *CURRENT SURVEY CONTROL
 SR0063  ___________________________________________________________________
 SR0063* NAD 83(1986)-  47 00 19.     (N)    108 00 11.     (W)     SCALED    
 SR0063* NAVD 88     -       930.130  (meters)    3051.60   (feet)  ADJUSTED  
 SR0063  ___________________________________________________________________
 SR0063  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SR0063  DYNAMIC HT  -         930.083 (meters)    3051.45  (feet)  COMP
 SR0063  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 SR0063
 SR0063  VERT ORDER  -  SECOND    CLASS 0
 SR0063
 SR0063.The horizontal coordinates were scaled from a topographic map and have
 SR0063.an estimated accuracy of +/- 6 seconds.
 SR0063
 SR0063.The orthometric height was determined by differential leveling
 SR0063.and adjusted by the National Geodetic Survey in June 1991..
 SR0063
 SR0063.The geoid height was determined by GEOID03.
 SR0063
 SR0063.The dynamic height is computed by dividing the NAVD 88
 SR0063.geopotential number by the normal gravity value computed on the
 SR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0063.degrees latitude (g = 980.6199 gals.).
 SR0063
 SR0063.The modeled gravity was interpolated from observed gravity values.
 SR0063
 SR0063;                    North         East    Units  Estimated Accuracy
 SR0063;SPC MT       -   307,250.      713,760.      MT  (+/- 180 meters Scaled)
 SR0063
 SR0063                          SUPERSEDED SURVEY CONTROL
 SR0063
 SR0063  NGVD 29 (??/??/92)  929.415  (m)         3049.26   (f) ADJ UNCH    2 0
 SR0063
 SR0063.Superseded values are not recommended for survey control.
 SR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0063.See file dsdata.txt to determine how the superseded data were derived.
 SR0063
 SR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT278101(NAD 83)
 SR0063_MARKER: DB = BENCH MARK DISK
 SR0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0063_STAMPING: A 89 1934
 SR0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0063+STABILITY: SURFACE MOTION
 SR0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR0063+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 SR0063
 SR0063  HISTORY     - Date     Condition        Report By
 SR0063  HISTORY     - 1934     MONUMENTED       CGS
 SR0063  HISTORY     - 1953     GOOD             NGS
 SR0063  HISTORY     - 1963     GOOD             USGS
 SR0063  HISTORY     - 20040927 GOOD             MTDOT
 SR0063
 SR0063                          STATION DESCRIPTION
 SR0063
 SR0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SR0063'5.7 MI SW FROM MOSBY.
 SR0063'IN PETROLEUM COUNTY, 5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM
 SR0063'MOSBY, GARFIELD COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH, AND
 SR0063'36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SR0063'STAMPED A 89 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 5.9
 SR0063'MILES W ALONG ST HWY 20 FROM MOSBY, GARFIELD COUNTY, 2000 FT E OF
 SR0063'JUNCTION OF ROAD LEADING TO CAT CREEK OIL FIELD, AT JUNCTION OF TRACK
 SR0063'ROAD LEADING NORTH, AND ABOUT 36 FT S OF THE HIGHWAY CENTERLINE.
 SR0063
 SR0063                          STATION RECOVERY (1963)
 SR0063
 SR0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SR0063'RECOVERED IN GOOD CONDITION.
 SR0063
 SR0063                          STATION RECOVERY (2004)
 SR0063
 SR0063'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (CES)
 SR0063'FOUND 5.7 MILES WEST OF MOSBY ALONG HWY 200 AT MP 152.78.  THE MARK IS
 SR0063'40 FEET SOUTH OF THE HIGHWAY CENTERLINE AND SOUTH OF AN APPROACH ON
 SR0063'THE NORTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0229 ***********************************************************************
 RW0229  DESIGNATION -  A 9
 RW0229  PID         -  RW0229
 RW0229  STATE/COUNTY-  MT/JEFFERSON
 RW0229  USGS QUAD   -  CLANCY (1985)
 RW0229
 RW0229                         *CURRENT SURVEY CONTROL
 RW0229  ___________________________________________________________________
 RW0229* NAD 83(1986)-  46 27 55.     (N)    111 59 02.     (W)     SCALED    
 RW0229* NAVD 88     -      1289.118  (meters)    4229.38   (feet)  ADJUSTED  
 RW0229  ___________________________________________________________________
 RW0229  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 RW0229  DYNAMIC HT  -        1288.778 (meters)    4228.27  (feet)  COMP
 RW0229  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 RW0229
 RW0229  VERT ORDER  -  FIRST     CLASS II
 RW0229
 RW0229.The horizontal coordinates were scaled from a topographic map and have
 RW0229.an estimated accuracy of +/- 6 seconds.
 RW0229
 RW0229.The orthometric height was determined by differential leveling
 RW0229.and adjusted by the National Geodetic Survey in June 1991..
 RW0229.WARNING-Repeat measurements at this control monument indicate possible
 RW0229.vertical movement.
 RW0229
 RW0229.The geoid height was determined by GEOID03.
 RW0229
 RW0229.The dynamic height is computed by dividing the NAVD 88
 RW0229.geopotential number by the normal gravity value computed on the
 RW0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0229.degrees latitude (g = 980.6199 gals.).
 RW0229
 RW0229.The modeled gravity was interpolated from observed gravity values.
 RW0229
 RW0229;                    North         East    Units  Estimated Accuracy
 RW0229;SPC MT       -   249,190.      409,350.      MT  (+/- 180 meters Scaled)
 RW0229
 RW0229                          SUPERSEDED SURVEY CONTROL
 RW0229
 RW0229  NGVD 29 (??/??/92) 1288.008  (m)         4225.74   (f) ADJ UNCH    1 2
 RW0229
 RW0229.Superseded values are not recommended for survey control.
 RW0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0229.See file dsdata.txt to determine how the superseded data were derived.
 RW0229
 RW0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS244462(NAD 83)
 RW0229_MARKER: DB = BENCH MARK DISK
 RW0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0229_SP_SET: GRANITE POST
 RW0229_STAMPING: A 9 4225.726
 RW0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0229
 RW0229  HISTORY     - Date     Condition        Report By
 RW0229  HISTORY     - UNK      MONUMENTED       CGS
 RW0229  HISTORY     - 1962     GOOD             NGS
 RW0229  HISTORY     - 1979     MARK NOT FOUND   NGS
 RW0229  HISTORY     - 1979     MARK NOT FOUND   NGS
 RW0229  HISTORY     - 1981     MARK NOT FOUND   USGS
 RW0229
 RW0229                          STATION DESCRIPTION
 RW0229
 RW0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0229'0.3 MI N FROM CLANCY.
 RW0229'0.3 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE SECTION HOUSE
 RW0229'AND STATION SIGN AT CLANCY, 9 POLES SOUTH OF MILEPOLE 228, AT THE
 RW0229'CROSSING OF AN ASPHALT ROAD, 86.5 FEET EAST AND ACROSS A CREEK FROM
 RW0229'THE EAST RAIL, 82 1/2 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 91,
 RW0229'29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH-NORTHEAST
 RW0229'OF THE NORTHEAST CORNER OF A BRIDGE OVER A CREEK, 10 FEET NORTH OF A
 RW0229'TELEPHONE POLE SUPPORTING A STREET LIGHT, 1.7 FEET NORTH OF A WITNESS
 RW0229'POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RW0229'GRANITE POST PROJECTING 1.3 FEET ABOVE THE GROUND.
 RW0229
 RW0229                          STATION RECOVERY (1979)
 RW0229
 RW0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RW0229'MARK NOT FOUND.
 RW0229
 RW0229                          STATION RECOVERY (1979)
 RW0229
 RW0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RW0229'MARK NOT FOUND.
 RW0229
 RW0229                          STATION RECOVERY (1981)
 RW0229
 RW0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RW0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0810 ***********************************************************************
 SS0810  DESIGNATION -  A 9 K
 SS0810  PID         -  SS0810
 SS0810  STATE/COUNTY-  MT/CASCADE
 SS0810  USGS QUAD   -  STOCKETT (1965)
 SS0810
 SS0810                         *CURRENT SURVEY CONTROL
 SS0810  ___________________________________________________________________
 SS0810* NAD 83(1986)-  47 16 47.     (N)    111 09 04.     (W)     SCALED    
 SS0810* NAVD 88     -      1340.688  (meters)    4398.57   (feet)  ADJUSTED  
 SS0810  ___________________________________________________________________
 SS0810  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 SS0810  DYNAMIC HT  -        1340.523 (meters)    4398.03  (feet)  COMP
 SS0810  MODELED GRAV-     980,442.1   (mgal)                       NAVD 88
 SS0810
 SS0810  VERT ORDER  -  SECOND    CLASS 0
 SS0810
 SS0810.The horizontal coordinates were scaled from a topographic map and have
 SS0810.an estimated accuracy of +/- 6 seconds.
 SS0810
 SS0810.The orthometric height was determined by differential leveling
 SS0810.and adjusted by the National Geodetic Survey in June 1991..
 SS0810
 SS0810.The geoid height was determined by GEOID03.
 SS0810
 SS0810.The dynamic height is computed by dividing the NAVD 88
 SS0810.geopotential number by the normal gravity value computed on the
 SS0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0810.degrees latitude (g = 980.6199 gals.).
 SS0810
 SS0810.The modeled gravity was interpolated from observed gravity values.
 SS0810
 SS0810;                    North         East    Units  Estimated Accuracy
 SS0810;SPC MT       -   337,970.      475,160.      MT  (+/- 180 meters Scaled)
 SS0810
 SS0810                          SUPERSEDED SURVEY CONTROL
 SS0810
 SS0810  NGVD 29 (??/??/92) 1339.734  (m)         4395.44   (f) ADJ UNCH    2 0
 SS0810
 SS0810.Superseded values are not recommended for survey control.
 SS0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0810.See file dsdata.txt to determine how the superseded data were derived.
 SS0810
 SS0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT885362(NAD 83)
 SS0810_MARKER: DS = TRIANGULATION STATION DISK
 SS0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0810_STAMPING: A 9 K 1961
 SS0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0810+STABILITY: SURFACE MOTION
 SS0810
 SS0810  HISTORY     - Date     Condition        Report By
 SS0810  HISTORY     - 1961     MONUMENTED       CGS
 SS0810
 SS0810                          STATION DESCRIPTION
 SS0810
 SS0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0810'10.2 MI E FROM EDEN.
 SS0810'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0810'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 3.5
 SS0810'MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.25 MILES NORTH ALONG A TRACK
 SS0810'ROAD AND FENCE LINE, AT A FENCE CORNER, 56 FEET EAST OF THE CENTER
 SS0810'LINE OF THE TRACK ROAD, 41.5 FEET NORTH OF REFERENCE MARK R.M. 2, 59.0
 SS0810'FEET WEST-SOUTHWEST OF REFERENCE MARK A 9 K R.M. 1, 10 1/2 FEET
 SS0810'SOUTHWEST OF A FENCE CORNER, 8.0 FEET EAST OF A FENCE, 7.0 FEET SOUTH
 SS0810'OF A FENCE, 5.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 SS0810'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SS0810'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0811 ***********************************************************************
 SS0811  DESIGNATION -  A 9 K RM 1
 SS0811  PID         -  SS0811
 SS0811  STATE/COUNTY-  MT/CASCADE
 SS0811  USGS QUAD   -  STOCKETT (1965)
 SS0811
 SS0811                         *CURRENT SURVEY CONTROL
 SS0811  ___________________________________________________________________
 SS0811* NAD 83(1986)-  47 16 47.     (N)    111 09 04.     (W)     SCALED    
 SS0811* NAVD 88     -      1341.654  (meters)    4401.74   (feet)  ADJUSTED  
 SS0811  ___________________________________________________________________
 SS0811  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 SS0811  DYNAMIC HT  -        1341.489 (meters)    4401.20  (feet)  COMP
 SS0811  MODELED GRAV-     980,442.1   (mgal)                       NAVD 88
 SS0811
 SS0811  VERT ORDER  -  SECOND    CLASS 0
 SS0811
 SS0811.The horizontal coordinates were scaled from a topographic map and have
 SS0811.an estimated accuracy of +/- 6 seconds.
 SS0811
 SS0811.The orthometric height was determined by differential leveling
 SS0811.and adjusted by the National Geodetic Survey in June 1991..
 SS0811
 SS0811.The geoid height was determined by GEOID03.
 SS0811
 SS0811.The dynamic height is computed by dividing the NAVD 88
 SS0811.geopotential number by the normal gravity value computed on the
 SS0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0811.degrees latitude (g = 980.6199 gals.).
 SS0811
 SS0811.The modeled gravity was interpolated from observed gravity values.
 SS0811
 SS0811;                    North         East    Units  Estimated Accuracy
 SS0811;SPC MT       -   337,970.      475,160.      MT  (+/- 180 meters Scaled)
 SS0811
 SS0811                          SUPERSEDED SURVEY CONTROL
 SS0811
 SS0811  NGVD 29 (??/??/92) 1340.700  (m)         4398.61   (f) ADJ UNCH    2 0
 SS0811
 SS0811.Superseded values are not recommended for survey control.
 SS0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0811.See file dsdata.txt to determine how the superseded data were derived.
 SS0811
 SS0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT885362(NAD 83)
 SS0811_MARKER: DR = REFERENCE MARK DISK
 SS0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0811_STAMPING: A 9 K NO. 1 1961
 SS0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0811+STABILITY: SURFACE MOTION
 SS0811
 SS0811  HISTORY     - Date     Condition        Report By
 SS0811  HISTORY     - 1961     MONUMENTED       CGS
 SS0811
 SS0811                          STATION DESCRIPTION
 SS0811
 SS0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0811'10.2 MI E FROM EDEN.
 SS0811'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0811'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 3.5
 SS0811'MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK
 SS0811'ROAD AND FENCE LINE, 33 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD
 SS0811'EAST, 72 FEET NORTHEAST OF REFERENCE MARK A 9 K R.M. 2, 59.0 FEET
 SS0811'EAST-NORTHEAST OF TRIANGULATION STATION A 9 K, 1 1/2 FEET SOUTHWEST OF
 SS0811'A FENCE CORNER, 1.0 FOOT WEST OF A FENCE, 1.0 FOOT SOUTH OF A FENCE,
 SS0811'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0811'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0809 ***********************************************************************
 SS0809  DESIGNATION -  A 9 K RM 2
 SS0809  PID         -  SS0809
 SS0809  STATE/COUNTY-  MT/CASCADE
 SS0809  USGS QUAD   -  STOCKETT (1965)
 SS0809
 SS0809                         *CURRENT SURVEY CONTROL
 SS0809  ___________________________________________________________________
 SS0809* NAD 83(1986)-  47 16 47.     (N)    111 09 04.     (W)     SCALED    
 SS0809* NAVD 88     -      1340.705  (meters)    4398.63   (feet)  ADJUSTED  
 SS0809  ___________________________________________________________________
 SS0809  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 SS0809  DYNAMIC HT  -        1340.540 (meters)    4398.09  (feet)  COMP
 SS0809  MODELED GRAV-     980,442.1   (mgal)                       NAVD 88
 SS0809
 SS0809  VERT ORDER  -  SECOND    CLASS 0
 SS0809
 SS0809.The horizontal coordinates were scaled from a topographic map and have
 SS0809.an estimated accuracy of +/- 6 seconds.
 SS0809
 SS0809.The orthometric height was determined by differential leveling
 SS0809.and adjusted by the National Geodetic Survey in June 1991..
 SS0809
 SS0809.The geoid height was determined by GEOID03.
 SS0809
 SS0809.The dynamic height is computed by dividing the NAVD 88
 SS0809.geopotential number by the normal gravity value computed on the
 SS0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0809.degrees latitude (g = 980.6199 gals.).
 SS0809
 SS0809.The modeled gravity was interpolated from observed gravity values.
 SS0809
 SS0809;                    North         East    Units  Estimated Accuracy
 SS0809;SPC MT       -   337,970.      475,160.      MT  (+/- 180 meters Scaled)
 SS0809
 SS0809                          SUPERSEDED SURVEY CONTROL
 SS0809
 SS0809  NGVD 29 (??/??/92) 1339.750  (m)         4395.50   (f) ADJ UNCH    2 0
 SS0809
 SS0809.Superseded values are not recommended for survey control.
 SS0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0809.See file dsdata.txt to determine how the superseded data were derived.
 SS0809
 SS0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT885362(NAD 83)
 SS0809_MARKER: DR = REFERENCE MARK DISK
 SS0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0809_STAMPING: A 9 K NO. 2 1961
 SS0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0809+STABILITY: SURFACE MOTION
 SS0809
 SS0809  HISTORY     - Date     Condition        Report By
 SS0809  HISTORY     - 1961     MONUMENTED       CGS
 SS0809
 SS0809                          STATION DESCRIPTION
 SS0809
 SS0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0809'10.2 MI E FROM EDEN.
 SS0809'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0809'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 3.5
 SS0809'MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.25 MILES NORTH ALONG A TRACK
 SS0809'ROAD AND FENCE LINE, 72 FEET SOUTHWEST OF REFERENCE MARK A 9 K R.M. 1,
 SS0809'41.5 FEET SOUTH OF TRIANGULATION STATION A 9 K, 12 FEET EAST-SOUTHEAST
 SS0809'OF THE CENTER OF A GATE, 8 1/2 FEET EAST OF A FENCE CORNER, 47 FEET
 SS0809'SOUTH OF A WITNESS POST, 1.0 FOOT NORTH OF A FENCE, ABOUT 1 FOOT LOWER
 SS0809'THAN THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SS0809'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0813 ***********************************************************************
 SS0813  DESIGNATION -  A 9 L
 SS0813  PID         -  SS0813
 SS0813  STATE/COUNTY-  MT/CASCADE
 SS0813  USGS QUAD   -  STOCKETT (1965)
 SS0813
 SS0813                         *CURRENT SURVEY CONTROL
 SS0813  ___________________________________________________________________
 SS0813* NAD 83(1986)-  47 16 47.     (N)    111 08 46.     (W)     SCALED    
 SS0813* NAVD 88     -      1348.992  (meters)    4425.82   (feet)  ADJUSTED  
 SS0813  ___________________________________________________________________
 SS0813  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS0813  DYNAMIC HT  -        1348.827 (meters)    4425.28  (feet)  COMP
 SS0813  MODELED GRAV-     980,442.8   (mgal)                       NAVD 88
 SS0813
 SS0813  VERT ORDER  -  SECOND    CLASS 0
 SS0813
 SS0813.The horizontal coordinates were scaled from a topographic map and have
 SS0813.an estimated accuracy of +/- 6 seconds.
 SS0813
 SS0813.The orthometric height was determined by differential leveling
 SS0813.and adjusted by the National Geodetic Survey in June 1991..
 SS0813
 SS0813.The geoid height was determined by GEOID03.
 SS0813
 SS0813.The dynamic height is computed by dividing the NAVD 88
 SS0813.geopotential number by the normal gravity value computed on the
 SS0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0813.degrees latitude (g = 980.6199 gals.).
 SS0813
 SS0813.The modeled gravity was interpolated from observed gravity values.
 SS0813
 SS0813;                    North         East    Units  Estimated Accuracy
 SS0813;SPC MT       -   337,960.      475,540.      MT  (+/- 180 meters Scaled)
 SS0813
 SS0813                          SUPERSEDED SURVEY CONTROL
 SS0813
 SS0813  NGVD 29 (??/??/92) 1348.039  (m)         4422.69   (f) ADJ UNCH    2 0
 SS0813
 SS0813.Superseded values are not recommended for survey control.
 SS0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0813.See file dsdata.txt to determine how the superseded data were derived.
 SS0813
 SS0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT889362(NAD 83)
 SS0813_MARKER: DS = TRIANGULATION STATION DISK
 SS0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0813_STAMPING: A 9 L 1961
 SS0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0813+STABILITY: SURFACE MOTION
 SS0813
 SS0813  HISTORY     - Date     Condition        Report By
 SS0813  HISTORY     - 1961     MONUMENTED       CGS
 SS0813
 SS0813                          STATION DESCRIPTION
 SS0813
 SS0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0813'10.45 MI E FROM EDEN.
 SS0813'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0813'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 3.5
 SS0813'MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK
 SS0813'ROAD AND FENCE LINE, THENCE 0.25 MILE EAST ALONG A TRACK ROAD AND
 SS0813'FENCE LINE, AT A GATE IN FENCE LINE, AT A POINT WHERE THE TRACK ROAD
 SS0813'TURNS SOUTH, 10 FEET EAST OF THE CENTER LINE OF THE ROAD, 13 FEET
 SS0813'EAST-SOUTHEAST OF THE CENTER OF THE GATE, 37.5 FEET WEST-SOUTHWEST OF
 SS0813'REFERENCE MARK A 9 L R.M. 1, 45.5 FEET EAST-SOUTHEAST OF A 9 L R.M. 2,
 SS0813'5.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 SS0813'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS0813'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0814 ***********************************************************************
 SS0814  DESIGNATION -  A 9 L RM 1
 SS0814  PID         -  SS0814
 SS0814  STATE/COUNTY-  MT/CASCADE
 SS0814  USGS QUAD   -  STOCKETT (1965)
 SS0814
 SS0814                         *CURRENT SURVEY CONTROL
 SS0814  ___________________________________________________________________
 SS0814* NAD 83(1986)-  47 16 47.     (N)    111 08 46.     (W)     SCALED    
 SS0814* NAVD 88     -      1349.281  (meters)    4426.77   (feet)  ADJUSTED  
 SS0814  ___________________________________________________________________
 SS0814  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS0814  DYNAMIC HT  -        1349.116 (meters)    4426.22  (feet)  COMP
 SS0814  MODELED GRAV-     980,442.8   (mgal)                       NAVD 88
 SS0814
 SS0814  VERT ORDER  -  SECOND    CLASS 0
 SS0814
 SS0814.The horizontal coordinates were scaled from a topographic map and have
 SS0814.an estimated accuracy of +/- 6 seconds.
 SS0814
 SS0814.The orthometric height was determined by differential leveling
 SS0814.and adjusted by the National Geodetic Survey in June 1991..
 SS0814
 SS0814.The geoid height was determined by GEOID03.
 SS0814
 SS0814.The dynamic height is computed by dividing the NAVD 88
 SS0814.geopotential number by the normal gravity value computed on the
 SS0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0814.degrees latitude (g = 980.6199 gals.).
 SS0814
 SS0814.The modeled gravity was interpolated from observed gravity values.
 SS0814
 SS0814;                    North         East    Units  Estimated Accuracy
 SS0814;SPC MT       -   337,960.      475,540.      MT  (+/- 180 meters Scaled)
 SS0814
 SS0814                          SUPERSEDED SURVEY CONTROL
 SS0814
 SS0814  NGVD 29 (??/??/92) 1348.328  (m)         4423.64   (f) ADJ UNCH    2 0
 SS0814
 SS0814.Superseded values are not recommended for survey control.
 SS0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0814.See file dsdata.txt to determine how the superseded data were derived.
 SS0814
 SS0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT889362(NAD 83)
 SS0814_MARKER: DR = REFERENCE MARK DISK
 SS0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0814_STAMPING: A 9 L NO. 1 1961
 SS0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0814+STABILITY: SURFACE MOTION
 SS0814
 SS0814  HISTORY     - Date     Condition        Report By
 SS0814  HISTORY     - 1961     MONUMENTED       CGS
 SS0814
 SS0814                          STATION DESCRIPTION
 SS0814
 SS0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0814'10.45 MI E FROM EDEN.
 SS0814'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0814'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 3.5
 SS0814'MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK
 SS0814'ROAD AND FENCE LINE, THENCE 0.25 MILE EAST ALONG A TRACK ROAD AND
 SS0814'FENCE LINE, AT A GATE IN FENCE LINE, AT A POINT WHERE THE ROAD TURNS
 SS0814'SOUTH, 49 FEET EAST OF THE CENTER LINE OF THE ROAD, 42 FEET EAST OF
 SS0814'THE EAST END OF THE GATE, 37.5 FEET EAST-NORTHEAST OF TRIANGULATION
 SS0814'STATION A 9 L, 39 FEET EAST OF A WITNESS POST, 1.0 FOOT SOUTH OF A
 SS0814'FENCE, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE
 SS0814'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0812 ***********************************************************************
 SS0812  DESIGNATION -  A 9 L RM 2
 SS0812  PID         -  SS0812
 SS0812  STATE/COUNTY-  MT/CASCADE
 SS0812  USGS QUAD   -  STOCKETT (1965)
 SS0812
 SS0812                         *CURRENT SURVEY CONTROL
 SS0812  ___________________________________________________________________
 SS0812* NAD 83(1986)-  47 16 47.     (N)    111 08 46.     (W)     SCALED    
 SS0812* NAVD 88     -      1348.741  (meters)    4424.99   (feet)  ADJUSTED  
 SS0812  ___________________________________________________________________
 SS0812  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS0812  DYNAMIC HT  -        1348.576 (meters)    4424.45  (feet)  COMP
 SS0812  MODELED GRAV-     980,442.8   (mgal)                       NAVD 88
 SS0812
 SS0812  VERT ORDER  -  SECOND    CLASS 0
 SS0812
 SS0812.The horizontal coordinates were scaled from a topographic map and have
 SS0812.an estimated accuracy of +/- 6 seconds.
 SS0812
 SS0812.The orthometric height was determined by differential leveling
 SS0812.and adjusted by the National Geodetic Survey in June 1991..
 SS0812
 SS0812.The geoid height was determined by GEOID03.
 SS0812
 SS0812.The dynamic height is computed by dividing the NAVD 88
 SS0812.geopotential number by the normal gravity value computed on the
 SS0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0812.degrees latitude (g = 980.6199 gals.).
 SS0812
 SS0812.The modeled gravity was interpolated from observed gravity values.
 SS0812
 SS0812;                    North         East    Units  Estimated Accuracy
 SS0812;SPC MT       -   337,960.      475,540.      MT  (+/- 180 meters Scaled)
 SS0812
 SS0812                          SUPERSEDED SURVEY CONTROL
 SS0812
 SS0812  NGVD 29 (??/??/92) 1347.788  (m)         4421.87   (f) ADJ UNCH    2 0
 SS0812
 SS0812.Superseded values are not recommended for survey control.
 SS0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0812.See file dsdata.txt to determine how the superseded data were derived.
 SS0812
 SS0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT889362(NAD 83)
 SS0812_MARKER: DR = REFERENCE MARK DISK
 SS0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0812_STAMPING: A 9 L NO. 2 1961
 SS0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0812+STABILITY: SURFACE MOTION
 SS0812
 SS0812  HISTORY     - Date     Condition        Report By
 SS0812  HISTORY     - 1961     MONUMENTED       CGS
 SS0812
 SS0812                          STATION DESCRIPTION
 SS0812
 SS0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0812'10.45 MI E FROM EDEN.
 SS0812'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0812'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 3.5
 SS0812'MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG A FENCE
 SS0812'LINE AND TRACK ROAD, THENCE 0.25 MILE EAST ALONG A TRACK ROAD AND
 SS0812'FENCE LINE, AT A GATE IN FENCE LINE, AT A POINT WHERE THE ROAD TURNS
 SS0812'SOUTH, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 27 FEET WEST OF
 SS0812'THE WEST END OF THE GATE, 45.5 FEET WEST -NORTHWEST OF TRIANGULATION
 SS0812'STATION A 9 L, 43.0 FEET WEST OF A WITNESS POST, 1.0 FOOT SOUTH OF THE
 SS0812'FENCE, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE
 SS0812'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0141 ***********************************************************************
 TH0141  DESIGNATION -  A 90
 TH0141  PID         -  TH0141
 TH0141  STATE/COUNTY-  MT/SHERIDAN
 TH0141  USGS QUAD   -  ALKALI COULEE (1988)
 TH0141
 TH0141                         *CURRENT SURVEY CONTROL
 TH0141  ___________________________________________________________________
 TH0141* NAD 83(1986)-  48 30 10.     (N)    104 30 28.     (W)     SCALED    
 TH0141* NAVD 88     -       595.194  (meters)    1952.73   (feet)  ADJUSTED  
 TH0141  ___________________________________________________________________
 TH0141  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TH0141  DYNAMIC HT  -         595.295 (meters)    1953.06  (feet)  COMP
 TH0141  MODELED GRAV-     980,760.2   (mgal)                       NAVD 88
 TH0141
 TH0141  VERT ORDER  -  SECOND    CLASS 0
 TH0141
 TH0141.The horizontal coordinates were scaled from a topographic map and have
 TH0141.an estimated accuracy of +/- 6 seconds.
 TH0141
 TH0141.The orthometric height was determined by differential leveling
 TH0141.and adjusted by the National Geodetic Survey in June 1991..
 TH0141
 TH0141.The geoid height was determined by GEOID03.
 TH0141
 TH0141.The dynamic height is computed by dividing the NAVD 88
 TH0141.geopotential number by the normal gravity value computed on the
 TH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0141.degrees latitude (g = 980.6199 gals.).
 TH0141
 TH0141.The modeled gravity was interpolated from observed gravity values.
 TH0141
 TH0141;                    North         East    Units  Estimated Accuracy
 TH0141;SPC MT       -   484,330.      968,560.      MT  (+/- 180 meters Scaled)
 TH0141
 TH0141                          SUPERSEDED SURVEY CONTROL
 TH0141
 TH0141  NGVD 29 (??/??/92)  594.693  (m)         1951.09   (f) ADJ UNCH    2 0
 TH0141
 TH0141.Superseded values are not recommended for survey control.
 TH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0141.See file dsdata.txt to determine how the superseded data were derived.
 TH0141
 TH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP363723(NAD 83)
 TH0141_MARKER: DB = BENCH MARK DISK
 TH0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0141_STAMPING: A 90 1934
 TH0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0141+STABILITY: SURFACE MOTION
 TH0141
 TH0141  HISTORY     - Date     Condition        Report By
 TH0141  HISTORY     - 1934     MONUMENTED       CGS
 TH0141  HISTORY     - 1935     GOOD             NGS
 TH0141  HISTORY     - 1981     MARK NOT FOUND   NGS
 TH0141
 TH0141                          STATION DESCRIPTION
 TH0141
 TH0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TH0141'IN MEDICINE LAKE.
 TH0141'AT MEDICINE LAKE, SHERIDAN COUNTY, 68 FEET NORTHEAST OF THE NORTHEAST
 TH0141'CORNER OF THE GREAT NORTHERN RAILWAY STATION, 34 FEET WEST OF A
 TH0141'NORTH-AND-SOUTH STREET, AND 94 FEET EAST OF THE CENTERLINE OF THE
 TH0141'TRACK.  A STANDARD DISK, STAMPED A 90 1934 AND SET IN THE TOP OF A
 TH0141'CONCRETE POST.
 TH0141
 TH0141                          STATION RECOVERY (1981)
 TH0141
 TH0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0191 ***********************************************************************
 TJ0191  DESIGNATION -  A 91
 TJ0191  PID         -  TJ0191
 TJ0191  STATE/COUNTY-  MT/VALLEY
 TJ0191  USGS QUAD   -  CHAPMAN COULEE NE (1978)
 TJ0191
 TJ0191                         *CURRENT SURVEY CONTROL
 TJ0191  ___________________________________________________________________
 TJ0191* NAD 83(1986)-  48 23 57.     (N)    106 33 48.     (W)     SCALED    
 TJ0191* NAVD 88     -       839.283  (meters)    2753.55   (feet)  ADJUSTED  
 TJ0191  ___________________________________________________________________
 TJ0191  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0191  DYNAMIC HT  -         839.369 (meters)    2753.83  (feet)  COMP
 TJ0191  MODELED GRAV-     980,684.8   (mgal)                       NAVD 88
 TJ0191
 TJ0191  VERT ORDER  -  SECOND    CLASS 0
 TJ0191
 TJ0191.The horizontal coordinates were scaled from a topographic map and have
 TJ0191.an estimated accuracy of +/- 6 seconds.
 TJ0191
 TJ0191.The orthometric height was determined by differential leveling
 TJ0191.and adjusted by the National Geodetic Survey in June 1991..
 TJ0191
 TJ0191.The geoid height was determined by GEOID03.
 TJ0191
 TJ0191.The dynamic height is computed by dividing the NAVD 88
 TJ0191.geopotential number by the normal gravity value computed on the
 TJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0191.degrees latitude (g = 980.6199 gals.).
 TJ0191
 TJ0191.The modeled gravity was interpolated from observed gravity values.
 TJ0191
 TJ0191;                    North         East    Units  Estimated Accuracy
 TJ0191;SPC MT       -   465,140.      817,340.      MT  (+/- 180 meters Scaled)
 TJ0191
 TJ0191                          SUPERSEDED SURVEY CONTROL
 TJ0191
 TJ0191  NGVD 29 (??/??/92)  838.634  (m)         2751.42   (f) ADJ UNCH    2 0
 TJ0191
 TJ0191.Superseded values are not recommended for survey control.
 TJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0191.See file dsdata.txt to determine how the superseded data were derived.
 TJ0191
 TJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP842618(NAD 83)
 TJ0191_MARKER: DB = BENCH MARK DISK
 TJ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0191_STAMPING: A-91 1934
 TJ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0191+STABILITY: SURFACE MOTION
 TJ0191
 TJ0191  HISTORY     - Date     Condition        Report By
 TJ0191  HISTORY     - 1934     MONUMENTED       CGS
 TJ0191  HISTORY     - 1953     MARK NOT FOUND   NGS
 TJ0191  HISTORY     - 1977     MARK NOT FOUND   USGS
 TJ0191
 TJ0191                          STATION DESCRIPTION
 TJ0191
 TJ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TJ0191'17.0 MI N FROM GLASGOW.
 TJ0191'17.0 MILES N OF AND ALONG STATE HWY NO. 22 42 YARDS NW OF A LARGE PILE
 TJ0191'OF ROCKS.  13 FT. N OF WIRE GATE.  37 FT. E OF CENTER OF HIGHWAY. 3
 TJ0191'FT. E OF R/W FENCE.
 TJ0191
 TJ0191                          STATION RECOVERY (1953)
 TJ0191
 TJ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 TJ0191'MARK NOT FOUND.
 TJ0191
 TJ0191                          STATION RECOVERY (1977)
 TJ0191
 TJ0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TJ0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0017 ***********************************************************************
 TJ0017  DESIGNATION -  A 92
 TJ0017  PID         -  TJ0017
 TJ0017  STATE/COUNTY-  MT/VALLEY
 TJ0017  USGS QUAD   -  RICHLAND (1973)
 TJ0017
 TJ0017                         *CURRENT SURVEY CONTROL
 TJ0017  ___________________________________________________________________
 TJ0017* NAD 83(1986)-  48 49 31.     (N)    106 03 24.     (W)     SCALED    
 TJ0017* NAVD 88     -       824.695  (meters)    2705.69   (feet)  ADJUSTED  
 TJ0017  ___________________________________________________________________
 TJ0017  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TJ0017  DYNAMIC HT  -         824.815 (meters)    2706.08  (feet)  COMP
 TJ0017  MODELED GRAV-     980,727.2   (mgal)                       NAVD 88
 TJ0017
 TJ0017  VERT ORDER  -  SECOND    CLASS 0
 TJ0017
 TJ0017.The horizontal coordinates were scaled from a topographic map and have
 TJ0017.an estimated accuracy of +/- 6 seconds.
 TJ0017
 TJ0017.The orthometric height was determined by differential leveling
 TJ0017.and adjusted by the National Geodetic Survey in June 1991..
 TJ0017
 TJ0017.The geoid height was determined by GEOID03.
 TJ0017
 TJ0017.The dynamic height is computed by dividing the NAVD 88
 TJ0017.geopotential number by the normal gravity value computed on the
 TJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0017.degrees latitude (g = 980.6199 gals.).
 TJ0017
 TJ0017.The modeled gravity was interpolated from observed gravity values.
 TJ0017
 TJ0017;                    North         East    Units  Estimated Accuracy
 TJ0017;SPC MT       -   513,990.      852,730.      MT  (+/- 180 meters Scaled)
 TJ0017
 TJ0017                          SUPERSEDED SURVEY CONTROL
 TJ0017
 TJ0017  NGVD 29 (??/??/92)  824.077  (m)         2703.66   (f) ADJ UNCH    2 0
 TJ0017
 TJ0017.Superseded values are not recommended for survey control.
 TJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0017.See file dsdata.txt to determine how the superseded data were derived.
 TJ0017
 TJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ224085(NAD 83)
 TJ0017_MARKER: DB = BENCH MARK DISK
 TJ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0017_STAMPING: A 92 1934
 TJ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0017+STABILITY: SURFACE MOTION
 TJ0017
 TJ0017  HISTORY     - Date     Condition        Report By
 TJ0017  HISTORY     - 1934     MONUMENTED       CGS
 TJ0017  HISTORY     - 1953     GOOD             NGS
 TJ0017
 TJ0017                          STATION DESCRIPTION
 TJ0017
 TJ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TJ0017'0.4 MI W FROM RICHLAND.
 TJ0017'0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM RICHLAND, VALLEY
 TJ0017'COUNTY, AT MILEPOST 131, AND 55 FEET NORTH OF THE CENTERLINE OF THE
 TJ0017'TRACK.  A STANDARD DISK, STAMPED A 92 1934 AND SET IN THE TOP OF A
 TJ0017'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0846 ***********************************************************************
 SR0846  DESIGNATION -  A 95
 SR0846  PID         -  SR0846
 SR0846  STATE/COUNTY-  MT/CHOUTEAU
 SR0846  USGS QUAD   -  ILIAD (1954)
 SR0846
 SR0846                         *CURRENT SURVEY CONTROL
 SR0846  ___________________________________________________________________
 SR0846* NAD 83(1986)-  47 48 16.     (N)    109 47 37.     (W)     SCALED    
 SR0846* NAVD 88     -       897.434  (meters)    2944.33   (feet)  ADJUSTED  
 SR0846  ___________________________________________________________________
 SR0846  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 SR0846  DYNAMIC HT  -         897.445 (meters)    2944.37  (feet)  COMP
 SR0846  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 SR0846
 SR0846  VERT ORDER  -  SECOND    CLASS 0
 SR0846
 SR0846.The horizontal coordinates were scaled from a topographic map and have
 SR0846.an estimated accuracy of +/- 6 seconds.
 SR0846
 SR0846.The orthometric height was determined by differential leveling
 SR0846.and adjusted by the National Geodetic Survey in June 1991..
 SR0846
 SR0846.The geoid height was determined by GEOID03.
 SR0846
 SR0846.The dynamic height is computed by dividing the NAVD 88
 SR0846.geopotential number by the normal gravity value computed on the
 SR0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0846.degrees latitude (g = 980.6199 gals.).
 SR0846
 SR0846.The modeled gravity was interpolated from observed gravity values.
 SR0846
 SR0846;                    North         East    Units  Estimated Accuracy
 SR0846;SPC MT       -   395,000.      578,020.      MT  (+/- 180 meters Scaled)
 SR0846
 SR0846                          SUPERSEDED SURVEY CONTROL
 SR0846
 SR0846  NGVD 29 (??/??/92)  896.592  (m)         2941.57   (f) ADJ UNCH    2 0
 SR0846
 SR0846.Superseded values are not recommended for survey control.
 SR0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0846.See file dsdata.txt to determine how the superseded data were derived.
 SR0846
 SR0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT903952(NAD 83)
 SR0846_MARKER: DB = BENCH MARK DISK
 SR0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0846_STAMPING: A 95 1934
 SR0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0846+STABILITY: SURFACE MOTION
 SR0846
 SR0846  HISTORY     - Date     Condition        Report By
 SR0846  HISTORY     - 1934     MONUMENTED       CGS
 SR0846
 SR0846                          STATION DESCRIPTION
 SR0846
 SR0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0846'10.2 MI NW FROM JUDITH.
 SR0846'IN CHOUTEAU COUNTY, 10.2 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM
 SR0846'JUDITH, FERGUS COUNTY, AT A SIDE ROAD LEADING EAST, 60 FEET WEST OF
 SR0846'THE CENTERLINE OF THE HIGHWAY AND 26 FEET WEST OF THE RIGHT-OF-WAY
 SR0846'FENCE.  A STANDARD DISK, STAMPED A 95 1934 AND SET IN THE TOP OF A
 SR0846'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0006 ***********************************************************************
 SS0006  DESIGNATION -  A 96
 SS0006  PID         -  SS0006
 SS0006  STATE/COUNTY-  MT/CHOUTEAU
 SS0006  USGS QUAD   -  GERALDINE (1978)
 SS0006
 SS0006                         *CURRENT SURVEY CONTROL
 SS0006  ___________________________________________________________________
 SS0006* NAD 83(1986)-  47 36 15.     (N)    110 15 57.     (W)     SCALED    
 SS0006* NAVD 88     -       956.269  (meters)    3137.36   (feet)  ADJUSTED  
 SS0006  ___________________________________________________________________
 SS0006  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS0006  DYNAMIC HT  -         956.254 (meters)    3137.31  (feet)  COMP
 SS0006  MODELED GRAV-     980,564.4   (mgal)                       NAVD 88
 SS0006
 SS0006  VERT ORDER  -  SECOND    CLASS 0
 SS0006
 SS0006.The horizontal coordinates were scaled from a topographic map and have
 SS0006.an estimated accuracy of +/- 6 seconds.
 SS0006
 SS0006.The orthometric height was determined by differential leveling
 SS0006.and adjusted by the National Geodetic Survey in June 1991..
 SS0006
 SS0006.The geoid height was determined by GEOID03.
 SS0006
 SS0006.The dynamic height is computed by dividing the NAVD 88
 SS0006.geopotential number by the normal gravity value computed on the
 SS0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0006.degrees latitude (g = 980.6199 gals.).
 SS0006
 SS0006.The modeled gravity was interpolated from observed gravity values.
 SS0006
 SS0006;                    North         East    Units  Estimated Accuracy
 SS0006;SPC MT       -   372,990.      542,450.      MT  (+/- 180 meters Scaled)
 SS0006
 SS0006                          SUPERSEDED SURVEY CONTROL
 SS0006
 SS0006  NGVD 29 (??/??/92)  955.426  (m)         3134.59   (f) ADJ UNCH    2 0
 SS0006
 SS0006.Superseded values are not recommended for survey control.
 SS0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0006.See file dsdata.txt to determine how the superseded data were derived.
 SS0006
 SS0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT551725(NAD 83)
 SS0006_MARKER: DB = BENCH MARK DISK
 SS0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0006_STAMPING: A 96 1934
 SS0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0006+STABILITY: SURFACE MOTION
 SS0006
 SS0006  HISTORY     - Date     Condition        Report By
 SS0006  HISTORY     - 1934     MONUMENTED       CGS
 SS0006
 SS0006                          STATION DESCRIPTION
 SS0006
 SS0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0006'IN GERALDINE.
 SS0006'AT GERALDINE, CHOUTEAU COUNTY, 128 FEET NORTH OF THE CHICAGO,
 SS0006'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 98 YARDS NORTHEAST
 SS0006'OF THE INTERSECTION OF STATE HIGHWAY 15 AND THE MAIN STREET, AND 32
 SS0006'FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 SS0006'STAMPED A 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1372 ***********************************************************************
 SS1372  DESIGNATION -  A 97
 SS1372  PID         -  SS1372
 SS1372  STATE/COUNTY-  MT/CHOUTEAU
 SS1372  USGS QUAD   -  CARTER NE (1970)
 SS1372
 SS1372                         *CURRENT SURVEY CONTROL
 SS1372  ___________________________________________________________________
 SS1372* NAD 83(1986)-  47 59 18.     (N)    110 52 31.     (W)     SCALED    
 SS1372* NAVD 88     -       940.473  (meters)    3085.54   (feet)  ADJUSTED  
 SS1372  ___________________________________________________________________
 SS1372  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 SS1372  DYNAMIC HT  -         940.490 (meters)    3085.59  (feet)  COMP
 SS1372  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 SS1372
 SS1372  VERT ORDER  -  SECOND    CLASS 0
 SS1372
 SS1372.The horizontal coordinates were scaled from a topographic map and have
 SS1372.an estimated accuracy of +/- 6 seconds.
 SS1372
 SS1372.The orthometric height was determined by differential leveling
 SS1372.and adjusted by the National Geodetic Survey in June 1991..
 SS1372
 SS1372.The geoid height was determined by GEOID03.
 SS1372
 SS1372.The dynamic height is computed by dividing the NAVD 88
 SS1372.geopotential number by the normal gravity value computed on the
 SS1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1372.degrees latitude (g = 980.6199 gals.).
 SS1372
 SS1372.The modeled gravity was interpolated from observed gravity values.
 SS1372
 SS1372;                    North         East    Units  Estimated Accuracy
 SS1372;SPC MT       -   416,300.      497,400.      MT  (+/- 180 meters Scaled)
 SS1372
 SS1372                          SUPERSEDED SURVEY CONTROL
 SS1372
 SS1372  NGVD 29 (??/??/92)  939.580  (m)         3082.61   (f) ADJ UNCH    2 0
 SS1372
 SS1372.Superseded values are not recommended for survey control.
 SS1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1372.See file dsdata.txt to determine how the superseded data were derived.
 SS1372
 SS1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU093150(NAD 83)
 SS1372_MARKER: DB = BENCH MARK DISK
 SS1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1372_STAMPING: A 97 1934
 SS1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1372+STABILITY: SURFACE MOTION
 SS1372
 SS1372  HISTORY     - Date     Condition        Report By
 SS1372  HISTORY     - 1934     MONUMENTED       CGS
 SS1372  HISTORY     - 1964     GOOD             USGS
 SS1372  HISTORY     - 1970     POOR             USGS
 SS1372
 SS1372                          STATION DESCRIPTION
 SS1372
 SS1372'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SS1372'19.7 MI NW FROM FORT BENTON.
 SS1372'FORT BENTON, 10.5 MI. NW ALONG STATE SECONDARY ROUTE 223, THEN 4.0 MI.
 SS1372'W. AND 4.5 MI. N. ON COUNTY RDS. FROM.  ABOUT 1/4 MI. W. OF COR. SECS.
 SS1372'19, 20, 29, AND 30, T. 26 N., R. 7 E.  60 FT. SW OF RD. NEAR SLIGHT
 SS1372'BEND, 4 FT. S. AND 19 FT. W. OF WEST R/W FENCE Y-FENCE W., IN CONC.
 SS1372'POST, A STD. DISK STAMPED A 97 1934.  NOTE-- BM RUN OVER WHICH
 SS1372'LOOSENED THE BRASS CAP IN THE POST.
 SS1372
 SS1372                          STATION RECOVERY (1970)
 SS1372
 SS1372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SS1372'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0567 ***********************************************************************
 SS0567  DESIGNATION -  A 98
 SS0567  PID         -  SS0567
 SS0567  STATE/COUNTY-  MT/CHOUTEAU
 SS0567  USGS QUAD   -  TUNIS (1953)
 SS0567
 SS0567                         *CURRENT SURVEY CONTROL
 SS0567  ___________________________________________________________________
 SS0567* NAD 83(1986)-  47 48 30.     (N)    110 49 58.     (W)     SCALED    
 SS0567* NAVD 88     -       905.824  (meters)    2971.86   (feet)  ADJUSTED  
 SS0567  ___________________________________________________________________
 SS0567  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 SS0567  DYNAMIC HT  -         905.827 (meters)    2971.87  (feet)  COMP
 SS0567  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 SS0567
 SS0567  VERT ORDER  -  SECOND    CLASS 0
 SS0567
 SS0567.The horizontal coordinates were scaled from a topographic map and have
 SS0567.an estimated accuracy of +/- 6 seconds.
 SS0567
 SS0567.The orthometric height was determined by differential leveling
 SS0567.and adjusted by the National Geodetic Survey in June 1991..
 SS0567
 SS0567.The geoid height was determined by GEOID03.
 SS0567
 SS0567.The dynamic height is computed by dividing the NAVD 88
 SS0567.geopotential number by the normal gravity value computed on the
 SS0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0567.degrees latitude (g = 980.6199 gals.).
 SS0567
 SS0567.The modeled gravity was interpolated from observed gravity values.
 SS0567
 SS0567;                    North         East    Units  Estimated Accuracy
 SS0567;SPC MT       -   396,240.      500,230.      MT  (+/- 180 meters Scaled)
 SS0567
 SS0567                          SUPERSEDED SURVEY CONTROL
 SS0567
 SS0567  NGVD 29 (??/??/92)  904.953  (m)         2969.00   (f) ADJ UNCH    2 0
 SS0567
 SS0567.Superseded values are not recommended for survey control.
 SS0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0567.See file dsdata.txt to determine how the superseded data were derived.
 SS0567
 SS0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT125950(NAD 83)
 SS0567_MARKER: DB = BENCH MARK DISK
 SS0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0567_STAMPING: A 98 1934
 SS0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0567+STABILITY: SURFACE MOTION
 SS0567
 SS0567  HISTORY     - Date     Condition        Report By
 SS0567  HISTORY     - 1934     MONUMENTED       CGS
 SS0567
 SS0567                          STATION DESCRIPTION
 SS0567
 SS0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0567'6 MI NE FROM CARTER.
 SS0567'6 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS0567'CARTER, CHOUTEAU COUNTY, 118 YARDS EAST OF THE WATER TANK AT TUNIS, AT
 SS0567'A ROAD CROSSING, AND 42 FEET NORTH OF THE CENTERLINE OF THE TRACK. A
 SS0567'STANDARD DISK, STAMPED A 98 1934 AND SET IN THE TOP OF A CONCRETE
 SS0567'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0241 ***********************************************************************
 TL0241  DESIGNATION -  A 99
 TL0241  PID         -  TL0241
 TL0241  STATE/COUNTY-  MT/CHOUTEAU
 TL0241  USGS QUAD   -  KNEES (1970)
 TL0241
 TL0241                         *CURRENT SURVEY CONTROL
 TL0241  ___________________________________________________________________
 TL0241* NAD 83(1986)-  48 01 52.     (N)    111 20 41.     (W)     SCALED    
 TL0241* NAVD 88     -      1034.525  (meters)    3394.10   (feet)  POSTED    
 TL0241  ___________________________________________________________________
 TL0241  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 TL0241  DYNAMIC HT  -        1034.550 (meters)    3394.19  (feet)  COMP
 TL0241  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 TL0241
 TL0241  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0241
 TL0241.The horizontal coordinates were scaled from a topographic map and have
 TL0241.an estimated accuracy of +/- 6 seconds.
 TL0241
 TL0241.The orthometric height was determined by differential leveling
 TL0241.and adjusted by the National Geodetic Survey in 1992..
 TL0241.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0241.rate of 0.0 thru 1.0 mm/km.
 TL0241
 TL0241.The geoid height was determined by GEOID03.
 TL0241
 TL0241.The dynamic height is computed by dividing the NAVD 88
 TL0241.geopotential number by the normal gravity value computed on the
 TL0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0241.degrees latitude (g = 980.6199 gals.).
 TL0241
 TL0241.The modeled gravity was interpolated from observed gravity values.
 TL0241
 TL0241;                    North         East    Units  Estimated Accuracy
 TL0241;SPC MT       -   421,770.      462,490.      MT  (+/- 180 meters Scaled)
 TL0241
 TL0241                          SUPERSEDED SURVEY CONTROL
 TL0241
 TL0241  NGVD 29 (??/??/92) 1033.632  (m)         3391.17   (f) ADJ UNCH    2 0
 TL0241
 TL0241.Superseded values are not recommended for survey control.
 TL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0241.See file dsdata.txt to determine how the superseded data were derived.
 TL0241
 TL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU743198(NAD 83)
 TL0241_MARKER: DB = BENCH MARK DISK
 TL0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0241_STAMPING: A 99 1934
 TL0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0241+STABILITY: SURFACE MOTION
 TL0241
 TL0241  HISTORY     - Date     Condition        Report By
 TL0241  HISTORY     - 1934     MONUMENTED       CGS
 TL0241
 TL0241                          STATION DESCRIPTION
 TL0241
 TL0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0241'23.6 MI E FROM BRADY.
 TL0241'IN CHOUTEAU COUNTY, 23.6 MILES EAST ALONG THE CARTER ROAD FROM BRADY,
 TL0241'PONDERA COUNTY, AT A ROAD JUNCTION, 55 FEET NORTH OF THE CENTERLINE OF
 TL0241'THE MAIN ROAD, 31 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TL0241'NORTH, AT A FENCE CORNER, 6 FEET WEST OF THE SIDE FENCE, AND 25 FEET
 TL0241'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 99 1934
 TL0241'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0284 ***********************************************************************
 SP0284  DESIGNATION -  AA 157
 SP0284  PID         -  SP0284
 SP0284  STATE/COUNTY-  MT/RICHLAND
 SP0284  USGS QUAD   -  SAVAGE (1974)
 SP0284
 SP0284                         *CURRENT SURVEY CONTROL
 SP0284  ___________________________________________________________________
 SP0284* NAD 83(1986)-  47 27 02.     (N)    104 20 14.     (W)     SCALED    
 SP0284* NAVD 88     -       598.588  (meters)    1963.87   (feet)  ADJUSTED  
 SP0284  ___________________________________________________________________
 SP0284  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 SP0284  DYNAMIC HT  -         598.635 (meters)    1964.02  (feet)  COMP
 SP0284  MODELED GRAV-     980,671.6   (mgal)                       NAVD 88
 SP0284
 SP0284  VERT ORDER  -  FIRST     CLASS II
 SP0284
 SP0284.The horizontal coordinates were scaled from a topographic map and have
 SP0284.an estimated accuracy of +/- 6 seconds.
 SP0284
 SP0284.The orthometric height was determined by differential leveling
 SP0284.and adjusted by the National Geodetic Survey in June 1991..
 SP0284
 SP0284.The geoid height was determined by GEOID03.
 SP0284
 SP0284.The dynamic height is computed by dividing the NAVD 88
 SP0284.geopotential number by the normal gravity value computed on the
 SP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0284.degrees latitude (g = 980.6199 gals.).
 SP0284
 SP0284.The modeled gravity was interpolated from observed gravity values.
 SP0284
 SP0284;                    North         East    Units  Estimated Accuracy
 SP0284;SPC MT       -   368,460.      988,840.      MT  (+/- 180 meters Scaled)
 SP0284
 SP0284                          SUPERSEDED SURVEY CONTROL
 SP0284
 SP0284.No superseded survey control is available for this station.
 SP0284
 SP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN499554(NAD 83)
 SP0284_MARKER: DB = BENCH MARK DISK
 SP0284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SP0284_SP_SET: IRRIGATION HEADWALL BOX
 SP0284_STAMPING: AA 157 1960
 SP0284_MARK LOGO: CGS   
 SP0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0284+STABILITY: SURFACE MOTION
 SP0284
 SP0284  HISTORY     - Date     Condition        Report By
 SP0284  HISTORY     - 1960     MONUMENTED       CGS
 SP0284  HISTORY     - 1981     GOOD             NGS
 SP0284
 SP0284                          STATION DESCRIPTION
 SP0284
 SP0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0284'IN SAVAGE.
 SP0284'IN SAVAGE, 8 RAILS SOUTH OF THE BURLINGTON NORTHERN RAILROAD STATION,
 SP0284'IN TOP OF THE NORTHWEST CORNER OF A CONCRETE SIPHON BOX FOR AN
 SP0284'IRRIGATION DITCH, 8.2 METERS (27.0 FT) EAST OF THE NEAR RAIL OF THE
 SP0284'MAIN TRACK AND 10.4 METERS (34.0 FT) SOUTHEAST OF THE CENTER OF A
 SP0284'CROSSING OF A ROAD AND THE RAILROAD.
 SP0284'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0058 ***********************************************************************
 TH0058  DESIGNATION -  AA 251
 TH0058  PID         -  TH0058
 TH0058  STATE/COUNTY-  MT/ROOSEVELT
 TH0058  USGS QUAD   -  BULL BUTTE (1989)
 TH0058
 TH0058                         *CURRENT SURVEY CONTROL
 TH0058  ___________________________________________________________________
 TH0058* NAD 83(1986)-  48 22 28.     (N)    104 02 48.     (W)     SCALED    
 TH0058* NAVD 88     -       700.535  (meters)    2298.34   (feet)  ADJUSTED  
 TH0058  ___________________________________________________________________
 TH0058  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TH0058  DYNAMIC HT  -         700.615 (meters)    2298.60  (feet)  COMP
 TH0058  MODELED GRAV-     980,701.5   (mgal)                       NAVD 88
 TH0058
 TH0058  VERT ORDER  -  SECOND    CLASS 0
 TH0058
 TH0058.The horizontal coordinates were scaled from a topographic map and have
 TH0058.an estimated accuracy of +/- 6 seconds.
 TH0058
 TH0058.The orthometric height was determined by differential leveling
 TH0058.and adjusted by the National Geodetic Survey in June 1991..
 TH0058
 TH0058.The geoid height was determined by GEOID03.
 TH0058
 TH0058.The dynamic height is computed by dividing the NAVD 88
 TH0058.geopotential number by the normal gravity value computed on the
 TH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0058.degrees latitude (g = 980.6199 gals.).
 TH0058
 TH0058.The modeled gravity was interpolated from observed gravity values.
 TH0058
 TH0058;                    North         East    Units  Estimated Accuracy
 TH0058;SPC MT       -   472,370.    1,003,550.      MT  (+/- 180 meters Scaled)
 TH0058
 TH0058                          SUPERSEDED SURVEY CONTROL
 TH0058
 TH0058  NGVD 29 (??/??/92)  699.998  (m)         2296.58   (f) ADJ UNCH    2 0
 TH0058
 TH0058.Superseded values are not recommended for survey control.
 TH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0058.See file dsdata.txt to determine how the superseded data were derived.
 TH0058
 TH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP705583(NAD 83)
 TH0058_MARKER: DB = BENCH MARK DISK
 TH0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0058_STAMPING: AA-251 1935
 TH0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0058+STABILITY: SURFACE MOTION
 TH0058
 TH0058  HISTORY     - Date     Condition        Report By
 TH0058  HISTORY     - 1935     MONUMENTED       CGS
 TH0058
 TH0058                          STATION DESCRIPTION
 TH0058
 TH0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0058'23.1 MI S FROM GRENORA, ND.
 TH0058'23.1 MI S OF DEPOT AT THE MONTANA-NORTH DAKOTA LINE.  AT CORRECTION
 TH0058'JOG, OF EAST-WEST ROAD FOR STATE LINE CORRECTION, AND JUNCTION OF
 TH0058'T-ROAD NORTH ALONG LINE.  SET AT NORTH EAST CORNER OF SEC, 9, T-30,
 TH0058'R-59. 33 FEET WEST OF CENTERLINE OF THE BOUNDARY ROAD.  43 FEET SOUTH
 TH0058'OF CENTERLINE OF HE EAST WEST ROAD.  91 FEET NORTH EAST OF CENTERLINE
 TH0058'OF THE CORRECTION ROAD.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0398 ***********************************************************************
 TN0398  DESIGNATION -  AA 388
 TN0398  PID         -  TN0398
 TN0398  STATE/COUNTY-  MT/SANDERS
 TN0398  USGS QUAD   -  SMEADS BENCH (1983)
 TN0398
 TN0398                         *CURRENT SURVEY CONTROL
 TN0398  ___________________________________________________________________
 TN0398* NAD 83(1986)-  48 00 54.     (N)    115 48 52.     (W)     SCALED    
 TN0398* NAVD 88     -       690.859  (meters)    2266.59   (feet)  ADJUSTED  
 TN0398  ___________________________________________________________________
 TN0398  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TN0398  DYNAMIC HT  -         690.877 (meters)    2266.65  (feet)  COMP
 TN0398  MODELED GRAV-     980,617.5   (mgal)                       NAVD 88
 TN0398
 TN0398  VERT ORDER  -  FIRST     CLASS II
 TN0398
 TN0398.The horizontal coordinates were scaled from a topographic map and have
 TN0398.an estimated accuracy of +/- 6 seconds.
 TN0398
 TN0398.The orthometric height was determined by differential leveling
 TN0398.and adjusted by the National Geodetic Survey in June 1991..
 TN0398.WARNING-Repeat measurements at this control monument indicate possible
 TN0398.vertical movement.
 TN0398
 TN0398.The geoid height was determined by GEOID03.
 TN0398
 TN0398.The dynamic height is computed by dividing the NAVD 88
 TN0398.geopotential number by the normal gravity value computed on the
 TN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0398.degrees latitude (g = 980.6199 gals.).
 TN0398
 TN0398.The modeled gravity was interpolated from observed gravity values.
 TN0398
 TN0398;                    North         East    Units  Estimated Accuracy
 TN0398;SPC MT       -   437,330.      129,640.      MT  (+/- 180 meters Scaled)
 TN0398
 TN0398                          SUPERSEDED SURVEY CONTROL
 TN0398
 TN0398  NGVD 29 (??/??/92)  689.724  (m)         2262.87   (f) ADJ UNCH    1 2
 TN0398
 TN0398.Superseded values are not recommended for survey control.
 TN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0398.See file dsdata.txt to determine how the superseded data were derived.
 TN0398
 TN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP884186(NAD 83)
 TN0398_MARKER: DB = BENCH MARK DISK
 TN0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0398_SP_SET: BRIDGE
 TN0398_STAMPING: AA 388 1959
 TN0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0398
 TN0398  HISTORY     - Date     Condition        Report By
 TN0398  HISTORY     - 1959     MONUMENTED       CGS
 TN0398  HISTORY     - 1980     GOOD             NGS
 TN0398
 TN0398                          STATION DESCRIPTION
 TN0398
 TN0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TN0398'3.65 MI NW FROM NOXON.
 TN0398'ABOUT 0.55 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TN0398'ABANDONED STATION AT NOXON, THENCE 0.4 MILE NORTH ALONG A PAVED ROAD,
 TN0398'THENCE 2.7 MILES WEST ALONG U. S. HIGHWAY 10A (ALT), AT THE CROSSING
 TN0398'OF THE NORTHERN PACIFIC RAILWAY, AT THE NORTHWEST END OF A CONCRETE
 TN0398'HIGHWAY BRIDGE OVER THE RAILWAY, IN THE TOP OF THE NORTHWEST END OF
 TN0398'THE SOUTHWEST CONCRETE CURB, 16 FEET SOUTHWEST OF THE CENTER LINE OF
 TN0398'THE HIGHWAY, AND ABOUT 0.8 FOOT HIGHER THAN THE HIGHWAY.
 TN0398
 TN0398                          STATION RECOVERY (1980)
 TN0398
 TN0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0398'28.0 KILOMETERS (17.4 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TN0398'THE POST OFFICE IN TROUT CREEK, SET IN TOP OF THE SOUTHWEST CURB
 TN0398'ON THE NORTHWEST END OF A LARGE CONCRETE HIGHWAY BRIDGE OF THE
 TN0398'BURLINGTON NORTHERN RAILWAY, 4.9 METERS (16.0 FEET) SOUTHWEST OF THE
 TN0398'CENTERLINE OF THE HIGHWAY.
 TN0398'THE MARK IS 0.25 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0348 ***********************************************************************
 TN0348  DESIGNATION -  AA 470
 TN0348  PID         -  TN0348
 TN0348  STATE/COUNTY-  MT/LINCOLN
 TN0348  USGS QUAD   -  LIBBY (1983)
 TN0348
 TN0348                         *CURRENT SURVEY CONTROL
 TN0348  ___________________________________________________________________
 TN0348* NAD 83(1986)-  48 23 28.     (N)    115 32 11.     (W)     SCALED    
 TN0348* NAVD 88     -       632.967  (meters)    2076.66   (feet)  ADJUSTED  
 TN0348  ___________________________________________________________________
 TN0348  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 TN0348  DYNAMIC HT  -         633.005 (meters)    2076.78  (feet)  COMP
 TN0348  MODELED GRAV-     980,652.1   (mgal)                       NAVD 88
 TN0348
 TN0348  VERT ORDER  -  FIRST     CLASS II
 TN0348
 TN0348.The horizontal coordinates were scaled from a topographic map and have
 TN0348.an estimated accuracy of +/- 6 seconds.
 TN0348
 TN0348.The orthometric height was determined by differential leveling
 TN0348.and adjusted by the National Geodetic Survey in June 1991..
 TN0348
 TN0348.The geoid height was determined by GEOID03.
 TN0348
 TN0348.The dynamic height is computed by dividing the NAVD 88
 TN0348.geopotential number by the normal gravity value computed on the
 TN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0348.degrees latitude (g = 980.6199 gals.).
 TN0348
 TN0348.The modeled gravity was interpolated from observed gravity values.
 TN0348
 TN0348;                    North         East    Units  Estimated Accuracy
 TN0348;SPC MT       -   477,380.      153,530.      MT  (+/- 180 meters Scaled)
 TN0348
 TN0348                          SUPERSEDED SURVEY CONTROL
 TN0348
 TN0348  NGVD 29 (??/??/92)  631.788  (m)         2072.79   (f) ADJ UNCH    1 2
 TN0348
 TN0348.Superseded values are not recommended for survey control.
 TN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0348.See file dsdata.txt to determine how the superseded data were derived.
 TN0348
 TN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP083608(NAD 83)
 TN0348_MARKER: DB = BENCH MARK DISK
 TN0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0348_SP_SET: BRIDGE ABUTMENT
 TN0348_STAMPING: AA 470 1944
 TN0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0348
 TN0348  HISTORY     - Date     Condition        Report By
 TN0348  HISTORY     - 1944     MONUMENTED       CGS
 TN0348  HISTORY     - 1952     GOOD             NGS
 TN0348  HISTORY     - 1980     GOOD             NGS
 TN0348
 TN0348                          STATION DESCRIPTION
 TN0348
 TN0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0348'0.6 MI E FROM LIBBY.
 TN0348'0.6 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0348'LIBBY, LINCOLN COUNTY, AT STEEL BRIDGE NO. 187.5 OVER LIBBY CREEK, IN
 TN0348'THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT, 5 FEET NORTH
 TN0348'OF THE NORTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  AN
 TN0348'IRON BENCH-MARK DISK, STAMPED AA 470 1944.
 TN0348
 TN0348                          STATION RECOVERY (1980)
 TN0348
 TN0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0629 ***********************************************************************
 QW0629  DESIGNATION -  ABAR
 QW0629  PID         -  QW0629
 QW0629  STATE/COUNTY-  MT/STILLWATER
 QW0629  USGS QUAD   -  SANDBORN CREEK (1955)
 QW0629
 QW0629                         *CURRENT SURVEY CONTROL
 QW0629  ___________________________________________________________________
 QW0629* NAD 83(1992)-  45 35 32.73297(N)    109 32 19.32219(W)     ADJUSTED  
 QW0629* NAVD 88     -      1486.71   (+/-2cm)    4877.6    (feet)  VERTCON   
 QW0629  ___________________________________________________________________
 QW0629  LAPLACE CORR-          -8.82  (seconds)                    DEFLEC99
 QW0629  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 QW0629
 QW0629  HORZ ORDER  -  THIRD
 QW0629  VERT ORDER  -  THIRD ? (See Below)
 QW0629
 QW0629.The horizontal coordinates were established by classical geodetic methods
 QW0629.and adjusted by the National Geodetic Survey in July 1992..
 QW0629
 QW0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0629.The vertical order pertains to the NGVD 29 superseded value.
 QW0629
 QW0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0629
 QW0629.The geoid height was determined by GEOID03.
 QW0629
 QW0629;                    North         East     Units Scale Factor Converg.
 QW0629;SPC MT       -   149,195.318   596,981.106   MT  0.99969608   -0 01 41.9
 QW0629;SPC MT       -   489,485.95  1,958,599.43   iFT  0.99969608   -0 01 41.9
 QW0629;UTM  12      - 5,049,803.287   613,979.469   MT  0.99975972   +1 02 38.5
 QW0629
 QW0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0629!SPC MT       -   0.99976877  x   0.99969608  =   0.99946492
 QW0629!UTM  12      -   0.99976877  x   0.99975972  =   0.99952854
 QW0629
 QW0629:                Primary Azimuth Mark                     Grid Az
 QW0629:SPC MT       -  TRIPLET                                  087 26 49.6
 QW0629:UTM  12      -  TRIPLET                                  086 22 29.2
 QW0629
 QW0629|---------------------------------------------------------------------|
 QW0629| PID    Reference Object                     Distance      Geod. Az  |
 QW0629|                                                           dddmmss.s |
 QW0629| QW0592 TRIPLET                             APPROX. 8.2 KM 0872507.7 |
 QW0629|---------------------------------------------------------------------|
 QW0629
 QW0629                          SUPERSEDED SURVEY CONTROL
 QW0629
 QW0629  NAD 83(1986)-  45 35 32.73122(N)    109 32 19.30276(W) AD(       ) 3
 QW0629  NAD 27      -  45 35 32.93773(N)    109 32 16.69499(W) AD(       ) 3
 QW0629  NGVD 29 (07/19/86) 1485.72   (m)         4874.4    (f) LEVELING    3  
 QW0629
 QW0629.Superseded values are not recommended for survey control.
 QW0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0629.See file dsdata.txt to determine how the superseded data were derived.
 QW0629
 QW0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR1397949803(NAD 83)
 QW0629_MARKER: DD = SURVEY DISK
 QW0629_SETTING: 66 = SET IN ROCK OUTCROP
 QW0629_SP_SET: SET IN ROCK OUTCROP
 QW0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0629+STABILITY: POSITION/ELEVATION WELL
 QW0629
 QW0629  HISTORY     - Date     Condition        Report By
 QW0629  HISTORY     - 1952     MONUMENTED       USGS
 QW0629
 QW0629                          STATION DESCRIPTION
 QW0629
 QW0629'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0629'STATION IS LOCATED 13.6 AIR MI. WSW. OF COLUMBUS, MONTANA, 8.0 AIR S.
 QW0629'OF REED POINT, MONTANA, AND 7.0 MI. NW. OF ABSAROKEE, MONTANA, IN THE
 QW0629'NW.1/4 SEC.8, T.3 S.,R 18 E., IT IS APPROXIMATELY A QUARTER OF A MILE
 QW0629'NE. OF A SMALL LAKE THAT IS ON THE S. SIDE OF A RD.
 QW0629'
 QW0629'TO REACH THE STATION FROM THE POST OFFICE IN ABSAROKEE, MONTANA, GO W.
 QW0629'OUT OF TOWN ON THE ABSAROKEE TO BEEHIVE RD. FOR 1.35 MI. TO A T-RD.
 QW0629'FROM THE N. TURN RIGHT N. AND CROSS THE BRIDGE OVER THE STILLWATER
 QW0629'RIVER TO A RD. FROM THE E. CONTINUE ON THE SAME RD. AROUND A CURVE TO
 QW0629'THE LEFT FOR 2.4 MI. TO A Y-RD. INTERSECTION.  TURN RIGHT AND PROCEED
 QW0629'FOR 0.7 MI. TO ANOTHER Y-RD.INTERSECTION.  TURN LEFT AND DRIVE FOR
 QW0629'2.85 MI. TO A T-RD.FROM THE RIGHT.  TURN ONTO THIS RD. AND STAY ON THE
 QW0629'MAIN TRAVELED RD. FOR 0.45 MI. TO A CATTLE GUARD.  STAY STRAIGHT AHEAD
 QW0629'AND GO UP THE HILL TO ANOTHER CATTLE GUARD FOR 1.20 MI.  NOW TRAVEL ON
 QW0629'AROUND TO THE LEFT FOR 0.65 MI. TO A FENCE GATE ON THE N. SIDE OF THE
 QW0629'RD.  TURN THROUGH THIS GATE AND TURN ONTO THE TRAIL UP THE HILL TO THE
 QW0629'LEFT FOR 0.35 MI. TO THE STATION MARK.  THERE IS A SMALL LAKE TO THE
 QW0629'SW. ON THE OTHER SIDE OF THE RD.
 QW0629'
 QW0629'STATION MARK - STANDARD USGS BRONZE TABLET SET IN A LARGE ROCK
 QW0629'OUTCROPPING ON TOP OF HILL AND STAMPED ---ABAR 1952 4874---.
 QW0629'
 QW0629'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0807 ***********************************************************************
 TM0807  DESIGNATION -  ABBOTT
 TM0807  PID         -  TM0807
 TM0807  STATE/COUNTY-  MT/PONDERA
 TM0807  USGS QUAD   -  ABBOTT LAKE (1985)
 TM0807
 TM0807                         *CURRENT SURVEY CONTROL
 TM0807  ___________________________________________________________________
 TM0807* NAD 83(1992)-  48 24 04.92598(N)    112 09 50.36678(W)     ADJUSTED  
 TM0807* NAVD 88     -      1170.6    (meters)    3841.     (feet)  VERTCON   
 TM0807  ___________________________________________________________________
 TM0807  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 TM0807  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 TM0807
 TM0807  HORZ ORDER  -  FIRST
 TM0807
 TM0807.The horizontal coordinates were established by classical geodetic methods
 TM0807.and adjusted by the National Geodetic Survey in July 1992..
 TM0807
 TM0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0807
 TM0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0807
 TM0807.The geoid height was determined by GEOID03.
 TM0807
 TM0807;                    North         East     Units Scale Factor Converg.
 TM0807;SPC MT       -   464,661.465   402,845.250   MT  0.99968797   -1 56 55.4
 TM0807;SPC MT       - 1,524,479.87  1,321,670.77   iFT  0.99968797   -1 56 55.4
 TM0807;UTM  12      - 5,361,566.675   413,847.858   MT  0.99969119   -0 52 13.8
 TM0807
 TM0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0807!SPC MT       -   0.99981887  x   0.99968797  =   0.99950690
 TM0807!UTM  12      -   0.99981887  x   0.99969119  =   0.99951012
 TM0807
 TM0807|---------------------------------------------------------------------|
 TM0807| PID    Reference Object                     Distance      Geod. Az  |
 TM0807|                                                           dddmmss.s |
 TM0807| CN3843 ABBOTT RM 1                           9.832 METERS 00433     |
 TM0807| TM0805 MOUNTAIN STS TT CO MICROWAVE        APPROX.12.5 KM 1300516.6 |
 TM0807| CN3844 ABBOTT RM 2                           9.144 METERS 18404     |
 TM0807| TM0824 VALIER MUNICIPAL TANK               APPROX.12.9 KM 2122429.6 |
 TM0807| CN3842 ABBOTT AZ MK                                       3574351.3 |
 TM0807|---------------------------------------------------------------------|
 TM0807
 TM0807                          SUPERSEDED SURVEY CONTROL
 TM0807
 TM0807  NAD 83(1986)-  48 24 04.93023(N)    112 09 50.35927(W) AD(       ) 1
 TM0807  NAD 27      -  48 24 05.00047(N)    112 09 47.23038(W) AD(       ) 1
 TM0807  NGVD 29 (07/19/86) 1169.6    (m)         3837.     (f) VERT ANG       
 TM0807
 TM0807.Superseded values are not recommended for survey control.
 TM0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0807.See file dsdata.txt to determine how the superseded data were derived.
 TM0807
 TM0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU1384861567(NAD 83)
 TM0807_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0807
 TM0807  HISTORY     - Date     Condition        Report By
 TM0807  HISTORY     - 1964     MONUMENTED       CGS
 TM0807
 TM0807                          STATION DESCRIPTION
 TM0807
 TM0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0807'THE STATION IS ABOUT 11 MILES SOUTH-SOUTHWEST OF ETHRIDGE, 7-1/2
 TM0807'MILES NORTHEAST OF VALIER, ON THE WEST END OF WHAT IS LOCALLY
 TM0807'KNOWN AS ABBOTT RIDGE.
 TM0807'
 TM0807'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN VALIER, GO NORTH
 TM0807'ON A PAVED ROAD FOR 2.95 MILES TO A FORK.  BEAR RIGHT AND CONTINUE
 TM0807'NORTH ON A GRAVELED ROAD FOR 2.1 MILES TO A CROSSROAD.  TURN
 TM0807'RIGHT AND GO EAST FOR 2.0 MILES TO A CROSSROAD.  CONTINUE EAST
 TM0807'FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 TM0807'NORTH FOR 1.0 MILE TO A TRACK ROAD ON THE RIGHT.  BEAR RIGHT
 TM0807'AND CONTINUE NORTH FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 TM0807'CONTINUE NORTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 TM0807'
 TM0807'THE STATION MARK IS A STANDARD DISK, STAMPED ABBOTT 1964, SET
 TM0807'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 TM0807'GROUND.  IT IS 3.1 FEET WEST OF A NORTH-SOUTH FENCE, 25.1 FEET
 TM0807'EAST OF THE CENTERLINE OF THE TRACK ROAD AND 5.1 FEET NORTH OF
 TM0807'A WITNESS POST.
 TM0807'
 TM0807'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ABBOTT NO 1 1964,
 TM0807'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 TM0807'GROUND.  IT IS 25.0 FEET EAST OF THE CENTERLINE OF THE TRACK
 TM0807'ROAD, 1.0 FEET WEST OF THE FENCE AND ABOUT 1 FOOT LOWER IN
 TM0807'ELEVATION THAN THE STATION.
 TM0807'
 TM0807'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ABBOTT NO 2 1964,
 TM0807'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 TM0807'INCH.  IT IS 5.5 FEET WEST OF THE FENCE, 23.5 FEET EAST OF
 TM0807'THE CENTERLINE OF THE TRACK ROAD AND ABOUT 1 FOOT LOWER IN
 TM0807'ELEVATION THAN THE STATION.
 TM0807'
 TM0807'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ABBOTT 1964, SET
 TM0807'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 TM0807'IT IS 1.0 FEET EAST OF A NORTH-SOUTH FENCE, 27.0 FEET WEST OF
 TM0807'THE CENTERLINE OF THE TRACK ROAD AND 2.6 FEET SOUTH OF A
 TM0807'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0319 ***********************************************************************
 QV0319  DESIGNATION -  ABERDEEN
 QV0319  PID         -  QV0319
 QV0319  STATE/COUNTY-  MT/BIG HORN
 QV0319  USGS QUAD   -  PASS CREEK EAST (1967)
 QV0319
 QV0319                         *CURRENT SURVEY CONTROL
 QV0319  ___________________________________________________________________
 QV0319* NAD 83(1993)-  45 01 53.67690(N)    107 20 50.33163(W)     ADJUSTED  
 QV0319* NAVD 88     -      1266.4    (meters)    4155.     (feet)  VERTCON   
 QV0319  ___________________________________________________________________
 QV0319  LAPLACE CORR-          -9.39  (seconds)                    DEFLEC99
 QV0319  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 QV0319
 QV0319  HORZ ORDER  -  SECOND
 QV0319
 QV0319.The horizontal coordinates were established by classical geodetic methods
 QV0319.and adjusted by the National Geodetic Survey in January 1997..
 QV0319
 QV0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0319
 QV0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0319
 QV0319.The geoid height was determined by GEOID03.
 QV0319
 QV0319;                    North         East     Units Scale Factor Converg.
 QV0319;SPC MT       -    89,204.520   769,614.651   MT  0.99998119   +1 34 28.9
 QV0319;SPC MT       -   292,665.75  2,524,982.45   iFT  0.99998119   +1 34 28.9
 QV0319;SPC WYEC     -   603,373.468   398,898.316   MT  0.99993751   -0 00 35.6
 QV0319;UTM  13      - 4,989,138.658   315,097.353   MT  1.00002041   -1 39 40.3
 QV0319
 QV0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0319!SPC MT       -   0.99980350  x   0.99998119  =   0.99978470
 QV0319!SPC WYEC     -   0.99980350  x   0.99993751  =   0.99974102
 QV0319!UTM  13      -   0.99980350  x   1.00002041  =   0.99982391
 QV0319
 QV0319:                Primary Azimuth Mark                     Grid Az
 QV0319:SPC MT       -  ABERDEEN AZ MK                           176 13 17.5
 QV0319:SPC WYEC     -  ABERDEEN AZ MK                           177 48 22.0
 QV0319:UTM  13      -  ABERDEEN AZ MK                           179 27 26.7
 QV0319
 QV0319|---------------------------------------------------------------------|
 QV0319| PID    Reference Object                     Distance      Geod. Az  |
 QV0319|                                                           dddmmss.s |
 QV0319| CQ4478 ABERDEEN AZ MK                                     1774746.4 |
 QV0319| CQ4479 ABERDEEN RM 1                         7.217 METERS 19349     |
 QV0319| CQ4480 ABERDEEN RM 2                        10.242 METERS 32924     |
 QV0319|---------------------------------------------------------------------|
 QV0319
 QV0319                          SUPERSEDED SURVEY CONTROL
 QV0319
 QV0319  NAD 83(1992)-  45 01 53.66607(N)    107 20 50.31580(W) AD(       ) 2
 QV0319  NAD 83(1986)-  45 01 53.66584(N)    107 20 50.31517(W) AD(       ) 2
 QV0319  NAD 27      -  45 01 53.78280(N)    107 20 48.00320(W) AD(       ) 2
 QV0319  NGVD 29 (07/19/86) 1265.6    (m)         4152.     (f) VERT ANG       
 QV0319
 QV0319.Superseded values are not recommended for survey control.
 QV0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0319.See file dsdata.txt to determine how the superseded data were derived.
 QV0319
 QV0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1509789139(NAD 83)
 QV0319_MARKER: DS = TRIANGULATION STATION DISK
 QV0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0319
 QV0319  HISTORY     - Date     Condition        Report By
 QV0319  HISTORY     - 1957     MONUMENTED       CGS
 QV0319  HISTORY     - 1966     GOOD             CGS
 QV0319
 QV0319                          STATION DESCRIPTION
 QV0319
 QV0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0319'STATION IS ABOUT 7 MILES SOUTH AND 2-1/4 MILES EAST OF WYOLA,
 QV0319'1.7 MILES NORTH OF THE WYOMING-MONTANA STATE LINE, ON THE
 QV0319'RIGHT-OF-WAY OF U.S. HIGHWAY 87.
 QV0319'
 QV0319'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 14
 QV0319'AND 87, AT THE NORTHEAST EDGE OF RANCHESTER WYOMING BY GOING
 QV0319'NORTH ON U.S. HIGHWAY 87 FOR 13.1 MILES TO THE WYOMING-MONTANA
 QV0319'STATE LINE, CONTINUE 0.3 MILE TO THE AZIMUTH MARK ON THE
 QV0319'LEFT ON A HIGH BANK, CONTINUE NORTH FOR 1.4 MILES TO THE
 QV0319'STATION ON RIGHT AT A TRIANGLE BLAZED FENCE POST.
 QV0319'
 QV0319'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 QV0319'CONCRETE POSTS.
 QV0319'
 QV0319'STATION MARKS ARE STAMPED ABERDEEN 1957.  THE SURFACE MARK
 QV0319'PROJECTS 6 INCHES.  IT IS 100 FEET EAST OF THE CENTER OF
 QV0319'U.S. HIGHWAY 87, 3 FEET WEST OF A RIGHT-OF-WAY FENCE AND
 QV0319'3 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST.  THE UNDERGROUND
 QV0319'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 QV0319'GROUND SURFACE.
 QV0319'
 QV0319'REFERENCE MARK 1 PROJECTS 6 INCHES AND IS STAMPED ABERDEEN
 QV0319'NO 1 1957.  IT IS 94 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QV0319'20 FEET SOUTH-SOUTHWEST OF THE WHITE WITNESS POST AND 9
 QV0319'FEET WEST OF THE RIGHT-OF-WAY FENCE.
 QV0319'
 QV0319'REFERENCE MARK 2 PROJECTS 2 INCHES AND IS STAMPED ABERDEEN
 QV0319'NO 2 1957.  IT IS 83 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QV0319'37 FEET NORTHWEST OF THE WHITE WITNESS POST AND 21 FEET
 QV0319'WEST OF THE RIGHT-OF-WAY FENCE.
 QV0319'
 QV0319'AZIMUTH MARK PROJECTS 6 INCHES AND IS STAMPED ABERDEEN 1957.
 QV0319'IT IS 79 FEET WEST OF THE CENTER OF THE HIGHWAY, 13 FEET
 QV0319'EAST OF A PROPERTY LINE FENCE, 1 FOOT EAST OF A ROAD RIGHT-OF-WAY
 QV0319'FENCE, 2 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST AND
 QV0319'ABOUT 12 FEET ABOVE THE HIGHWAY LEVEL.
 QV0319
 QV0319                          STATION RECOVERY (1966)
 QV0319
 QV0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 QV0319'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QV0319'IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION WAS
 QV0319'COMPLETELY ADEQUATE.  THIS STATION WAS OCCUPIED BY ASTRONOMIC
 QV0319'PARTY G-47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0602 ***********************************************************************
 SQ0602  DESIGNATION -  ABOVE
 SQ0602  PID         -  SQ0602
 SQ0602  STATE/COUNTY-  MT/PHILLIPS
 SQ0602  USGS QUAD   -  LOCKE RANCH (1987)
 SQ0602
 SQ0602                         *CURRENT SURVEY CONTROL
 SQ0602  ___________________________________________________________________
 SQ0602* NAD 83(1992)-  47 32 06.40566(N)    107 54 27.02924(W)     ADJUSTED  
 SQ0602* NAVD 88     -       778.     (meters)    2552.     (feet)  SCALED    
 SQ0602  ___________________________________________________________________
 SQ0602  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 SQ0602  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 SQ0602
 SQ0602  HORZ ORDER  -  THIRD
 SQ0602
 SQ0602.The horizontal coordinates were established by classical geodetic methods
 SQ0602.and adjusted by the National Geodetic Survey in July 1992..
 SQ0602
 SQ0602.The orthometric height was scaled from a topographic map.
 SQ0602
 SQ0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0602
 SQ0602.The geoid height was determined by GEOID03.
 SQ0602
 SQ0602;                    North         East     Units Scale Factor Converg.
 SQ0602;SPC MT       -   366,251.988   719,827.900   MT  0.99943420   +1 09 53.7
 SQ0602;SPC MT       - 1,201,614.13  2,361,640.09   iFT  0.99943420   +1 09 53.7
 SQ0602;UTM  13      - 5,268,729.442   281,179.838   MT  1.00018846   -2 08 44.5
 SQ0602
 SQ0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0602!SPC MT       -   0.99988052  x   0.99943420  =   0.99931478
 SQ0602!UTM  13      -   0.99988052  x   1.00018846  =   1.00006895
 SQ0602
 SQ0602                          SUPERSEDED SURVEY CONTROL
 SQ0602
 SQ0602  NAD 83(1986)-  47 32 06.39997(N)    107 54 27.01353(W) AD(       ) 3
 SQ0602
 SQ0602.Superseded values are not recommended for survey control.
 SQ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0602.See file dsdata.txt to determine how the superseded data were derived.
 SQ0602
 SQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN8118068729(NAD 83)
 SQ0602_MARKER: DS = TRIANGULATION STATION DISK
 SQ0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0602
 SQ0602  HISTORY     - Date     Condition        Report By
 SQ0602  HISTORY     - 1885     MONUMENTED       MORC
 SQ0602
 SQ0602                          STATION DESCRIPTION
 SQ0602
 SQ0602'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SQ0602'ABOVE IS ON THE LEFT BANK, ONE-THIRD OF A MI. FROM THE RIVER AND 8 MI.
 SQ0602'ABOVE THE MOUTH OF THE MUSSEL SHELL RIVER, ON THE HIGHEST PEAK IN THE
 SQ0602'VICINITY.
 SQ0602'
 SQ0602'STATION MARK--STANDARD MORC TABLET SET IN 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1034 ***********************************************************************
 SR1034  DESIGNATION -  ACROSS
 SR1034  PID         -  SR1034
 SR1034  STATE/COUNTY-  MT/PETROLEUM
 SR1034  USGS QUAD   -  CHAIN BUTTES (1965)
 SR1034
 SR1034                         *CURRENT SURVEY CONTROL
 SR1034  ___________________________________________________________________
 SR1034* NAD 83(1992)-  47 35 04.38214(N)    108 06 02.18149(W)     ADJUSTED  
 SR1034* NAVD 88     -       812.15   (+/-2cm)    2664.5    (feet)  VERTCON   
 SR1034  ___________________________________________________________________
 SR1034  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 SR1034  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 SR1034
 SR1034  HORZ ORDER  -  SECOND
 SR1034  VERT ORDER  -  THIRD ? (See Below)
 SR1034
 SR1034.The horizontal coordinates were established by classical geodetic methods
 SR1034.and adjusted by the National Geodetic Survey in July 1992..
 SR1034
 SR1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1034.The vertical order pertains to the NGVD 29 superseded value.
 SR1034
 SR1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1034
 SR1034.The geoid height was determined by GEOID03.
 SR1034
 SR1034;                    North         East     Units Scale Factor Converg.
 SR1034;SPC MT       -   371,467.113   705,201.659   MT  0.99944245   +1 01 25.2
 SR1034;SPC MT       - 1,218,724.12  2,313,653.74   iFT  0.99944245   +1 01 25.2
 SR1034;UTM  12      - 5,274,200.368   718,004.198   MT  1.00018407   +2 08 29.0
 SR1034
 SR1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1034!SPC MT       -   0.99987512  x   0.99944245  =   0.99931764
 SR1034!UTM  12      -   0.99987512  x   1.00018407  =   1.00005916
 SR1034
 SR1034|---------------------------------------------------------------------|
 SR1034| PID    Reference Object                     Distance      Geod. Az  |
 SR1034|                                                           dddmmss.s |
 SR1034| CQ4485 ACROSS RM 1                           6.141 METERS 02301     |
 SR1034| CQ4486 ACROSS RM 2                           8.644 METERS 10020     |
 SR1034| CQ4484 ACROSS AZ MK                                       1772702.3 |
 SR1034|---------------------------------------------------------------------|
 SR1034
 SR1034                          SUPERSEDED SURVEY CONTROL
 SR1034
 SR1034  NAD 83(1986)-  47 35 04.37669(N)    108 06 02.16570(W) AD(       ) 2
 SR1034  NAD 27      -  47 35 04.38200(N)    108 05 59.73300(W) AD(       ) 2
 SR1034  NGVD 29 (07/19/86)  811.40   (m)         2662.1    (f) LEVELING    3  
 SR1034
 SR1034.Superseded values are not recommended for survey control.
 SR1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1034.See file dsdata.txt to determine how the superseded data were derived.
 SR1034
 SR1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT1800474200(NAD 83)
 SR1034_MARKER: DS = TRIANGULATION STATION DISK
 SR1034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1034
 SR1034  HISTORY     - Date     Condition        Report By
 SR1034  HISTORY     - 1885     MONUMENTED       MORC
 SR1034  HISTORY     - 1937     GOOD             USE
 SR1034  HISTORY     - 1948     GOOD             CGS
 SR1034
 SR1034                          STATION DESCRIPTION
 SR1034
 SR1034'DESCRIBED BY US ENGINEERS 1937
 SR1034'STATION MARK--STANDARD MORC MARK BOLTED ON THE TOP OF A 5 IN. IRON
 SR1034'PIPE, PROJECTS 6 IN.
 SR1034
 SR1034                          STATION RECOVERY (1948)
 SR1034
 SR1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SR1034'STATION IS LOCATED ABOUT 0.75 MILE SOUTHWEST OF THE MOUTH OF
 SR1034'BEAUCHAMP CREEK, ABOUT 0.5 MILE SOUTH OF THE MISSOURI RIVER,
 SR1034'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 SR1034'
 SR1034'TO REACH FROM THE POST OFFICE IN WINNETT, GO EAST FOR 0.2 MILE
 SR1034'TO A GRAVELED ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND GO
 SR1034'0.6 MILE TO STATE HIGHWAY 18, CONTINUE STRAIGHT AHEAD ON
 SR1034'GRAVELED ROAD FOR 2.8 MILES TO A FORK, TAKE LEFT FORK AND GO
 SR1034'8.9 MILES TO THE END OF GRAVELED ROAD AND A SIDE ROAD RIGHT,
 SR1034'TURN RIGHT AND CONTINUE ON MAIN TRAVELED ROAD FOR 17.3 MILES
 SR1034'TO A T-ROAD, TURN RIGHT AND GO 0.8 MILE TO A SIDE ROAD LEFT,
 SR1034'TURN LEFT AND GO 7.0 MILES TO A FORK, TAKE LEFT FORK AND GO
 SR1034'0.6 MILE TO A FORK, TAKE RIGHT FORK AND GO 4.4 MILES TO A
 SR1034'WIRE GATE, CONTINUE ON MAIN ROAD FOR 1.1 MILES TO A WIRE GATE
 SR1034'AND A RANCH HOUSE ON RIGHT, PASS THROUGH GATE, TURN LEFT,
 SR1034'AND GO 0.1 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 SR1034'CONTINUE ON MAIN ROAD FOR 1.9 MILES TO A WIRE GATE, PASS
 SR1034'THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 0.1 MILE TO
 SR1034'A FORK, TAKE LEFT FORK AND GO 0.6 MILE TO A WIRE GATE,
 SR1034'TURN LEFT THROUGH GATE AND GO 1.6 MILES TO A FORK,
 SR1034'TAKE LEFT FORK AND GO 0.8 MILE TO A FORK, TAKE RIGHT
 SR1034'FORK AND GO 0.1 MILE TO A WIRE GATE, TURN RIGHT
 SR1034'THROUGH GATE AND GO 0.3 MILE TO A FORK, TAKE RIGHT
 SR1034'FORK AND GO 0.5 MILE TO A WIRE GATE, CONTINUE STRAIGHT
 SR1034'AHEAD ON MAIN ROAD FOR 1.4 MILES TO A WIRE GATE, CONTINUE
 SR1034'STRAIGHT AHEAD FOR 1.95 MILES TO A GAME REFUGE SIGN,
 SR1034'CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A DIM TRACK ROAD
 SR1034'LEFT, TURN LEFT ON TRACK ROAD AND FOLLOW THE TOP OF THE
 SR1034'RIDGE FOR 1.65 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.9
 SR1034'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 SR1034'FOR 0.3 MILE TO THE STATION ON LEFT AS DESCRIBED.
 SR1034'
 SR1034'STATION IS 6 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 SR1034'STANDARD MORC STATION MARK BOLTED ON THE TOP OF A 5-INCH
 SR1034'IRON PIPE, AND THE MARK PROJECTS 6 INCHES.  IT IS PART OF THE
 SR1034'U.S. ARMY ENGINEERS SCHEME.
 SR1034'
 SR1034'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 SR1034'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1034'3 INCHES, AND THE DISK IS STAMPED ACROSS M.O.R.C. NO 1 1948.
 SR1034'
 SR1034'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE
 SR1034'TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1034'3 INCHES, AND THE DISK IS STAMPED ACROSS M.O.R.C. NO 2 1948.
 SR1034'
 SR1034'AZIMUTH MARK IS 0.3 MILE FROM THE STATION, 70 FEET WEST OF A
 SR1034'TRACK ROAD, AND 4 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 SR1034'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 SR1034'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 SR1034'STAMPED ACROSS M.O.R.C. 1948.
 SR1034'
 SR1034'CARSON AND SLIDE WILL SEE FROM A 4-FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0564 ***********************************************************************
 QW0564  DESIGNATION -  ACTON
 QW0564  PID         -  QW0564
 QW0564  STATE/COUNTY-  MT/YELLOWSTONE
 QW0564  USGS QUAD   -  ACTON (1956)
 QW0564
 QW0564                         *CURRENT SURVEY CONTROL
 QW0564  ___________________________________________________________________
 QW0564* NAD 83(1992)-  45 57 51.75720(N)    108 40 25.89709(W)     ADJUSTED  
 QW0564* NAVD 88     -      1215.5    (meters)    3988.     (feet)  VERTCON   
 QW0564  ___________________________________________________________________
 QW0564  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 QW0564  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 QW0564
 QW0564  HORZ ORDER  -  THIRD
 QW0564
 QW0564.The horizontal coordinates were established by classical geodetic methods
 QW0564.and adjusted by the National Geodetic Survey in July 1992..
 QW0564
 QW0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0564
 QW0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0564
 QW0564.The geoid height was determined by GEOID03.
 QW0564
 QW0564;                    North         East     Units Scale Factor Converg.
 QW0564;SPC MT       -   190,857.831   664,007.092   MT  0.99955831   +0 36 15.6
 QW0564;SPC MT       -   626,173.99  2,178,500.96   iFT  0.99955831   +0 36 15.6
 QW0564;UTM  12      - 5,092,720.461   680,232.332   MT  0.99999935   +1 40 21.8
 QW0564
 QW0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0564!SPC MT       -   0.99981152  x   0.99955831  =   0.99936991
 QW0564!UTM  12      -   0.99981152  x   0.99999935  =   0.99981087
 QW0564
 QW0564:                Primary Azimuth Mark                     Grid Az
 QW0564:SPC MT       -  SAGE                                     018 21 00.1
 QW0564:UTM  12      -  SAGE                                     017 16 53.9
 QW0564
 QW0564|---------------------------------------------------------------------|
 QW0564| PID    Reference Object                     Distance      Geod. Az  |
 QW0564|                                                           dddmmss.s |
 QW0564| QW0563 SAGE                                APPROX. 3.8 KM 0185715.7 |
 QW0564|---------------------------------------------------------------------|
 QW0564
 QW0564                          SUPERSEDED SURVEY CONTROL
 QW0564
 QW0564  NAD 83(1986)-  45 57 51.74785(N)    108 40 25.87052(W) AD(       ) 3
 QW0564  NAD 27      -  45 57 51.92064(N)    108 40 23.34957(W) AD(       ) 3
 QW0564  NGVD 29 (07/19/86) 1214.7    (m)         3985.     (f) VERT ANG       
 QW0564
 QW0564.Superseded values are not recommended for survey control.
 QW0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0564.See file dsdata.txt to determine how the superseded data were derived.
 QW0564
 QW0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8023292720(NAD 83)
 QW0564_MARKER: DD = SURVEY DISK
 QW0564_SETTING: 0 = UNSPECIFIED SETTING
 QW0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0564
 QW0564  HISTORY     - Date     Condition        Report By
 QW0564  HISTORY     - 1952     MONUMENTED       USGS
 QW0564
 QW0564                          STATION DESCRIPTION
 QW0564
 QW0564'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0564'STATION IS LOCATED ON MOST PROMINIENT HILL IN SEC.36, T.3 N.,R.24 E.,
 QW0564'BY AIRLINE, STATION IS 2.2 MI. N. AND 0.4 MI. E. OF ACTON, MONTANA,
 QW0564'AND 2.0 MI. S AND 5.0 MI. E. OF COMANCHE, MONTANA.
 QW0564'
 QW0564'TO REACH FROM POST OFFICE AT ACTON, MONTANA, GO SE. ON MAIN BLACK-TOP
 QW0564'HIGHWAY 0.5 MI. TO T-RD. N. TURN LEFT N. 2.6 MI. TO TOP OF HILL,
 QW0564'THENCE LEFT W. ACROSS FENCE TO HIGHEST POINT ON HILL AND STATION.
 QW0564'CAN DRIVE TO STATION.
 QW0564'
 QW0564'STATION MARK - STANDARD USGS BRONZE TABLET SET IN CONCRETE POST
 QW0564'PROJECTING 4.0 IN. FROM THE GROUND.
 QW0564'
 QW0564'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0565 ***********************************************************************
 QW0565  DESIGNATION -  ACTON GR EL
 QW0565  PID         -  QW0565
 QW0565  STATE/COUNTY-  MT/YELLOWSTONE
 QW0565  USGS QUAD   -  ACTON (1956)
 QW0565
 QW0565                         *CURRENT SURVEY CONTROL
 QW0565  ___________________________________________________________________
 QW0565* NAD 83(1992)-  45 55 50.20104(N)    108 40 51.97995(W)     ADJUSTED  
 QW0565* NAVD 88     -      1161.     (meters)    3809.     (feet)  SCALED    
 QW0565  ___________________________________________________________________
 QW0565  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 QW0565  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 QW0565
 QW0565  HORZ ORDER  -  THIRD
 QW0565
 QW0565.The horizontal coordinates were established by classical geodetic methods
 QW0565.and adjusted by the National Geodetic Survey in July 1992..
 QW0565
 QW0565.The orthometric height was scaled from a topographic map.
 QW0565
 QW0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0565
 QW0565.The geoid height was determined by GEOID03.
 QW0565
 QW0565;                    North         East     Units Scale Factor Converg.
 QW0565;SPC MT       -   187,100.723   663,484.991   MT  0.99956912   +0 35 56.5
 QW0565;SPC MT       -   613,847.52  2,176,788.03   iFT  0.99956912   +0 35 56.5
 QW0565;UTM  12      - 5,088,952.636   679,780.152   MT  0.99999735   +1 39 59.6
 QW0565
 QW0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0565!SPC MT       -   0.99982009  x   0.99956912  =   0.99938929
 QW0565!UTM  12      -   0.99982009  x   0.99999735  =   0.99981744
 QW0565
 QW0565                          SUPERSEDED SURVEY CONTROL
 QW0565
 QW0565  NAD 83(1986)-  45 55 50.19088(N)    108 40 51.95448(W) AD(       ) 4
 QW0565  NAD 27      -  45 55 50.33347(N)    108 40 49.45261(W) AD(       ) 3
 QW0565
 QW0565.Superseded values are not recommended for survey control.
 QW0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0565.See file dsdata.txt to determine how the superseded data were derived.
 QW0565
 QW0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7978088953(NAD 83)
 QW0565_MARKER: 65 = GRAIN ELEVATOR
 QW0565
 QW0565  HISTORY     - Date     Condition        Report By
 QW0565  HISTORY     - 1952     FIRST OBSERVED   USGS
 QW0565
 QW0565                          STATION DESCRIPTION
 QW0565
 QW0565'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0565'LONE GRAIN ELEVATOR ON S. SIDE OF RAILROAD TRACKS IN THE TOWN OF ACTON
 QW0565'MONTANA.
 QW0565'
 QW0565'STATION MARK - CENTER OF GRAIN ELEVATOR WAS INTERSECTED.
 QW0565'
 QW0565'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0779 ***********************************************************************
 TN0779  DESIGNATION -  ADAIR
 TN0779  PID         -  TN0779
 TN0779  STATE/COUNTY-  MT/FLATHEAD
 TN0779  USGS QUAD   -  CAMAS RIDGE WEST (1966)
 TN0779
 TN0779                         *CURRENT SURVEY CONTROL
 TN0779  ___________________________________________________________________
 TN0779* NAD 83(1992)-  48 44 00.78892(N)    114 06 07.90152(W)     ADJUSTED  
 TN0779* NAVD 88     -      1531.     (meters)    5023.     (feet)  SCALED    
 TN0779  ___________________________________________________________________
 TN0779  LAPLACE CORR-           9.20  (seconds)                    DEFLEC99
 TN0779  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 TN0779
 TN0779  HORZ ORDER  -  FIRST
 TN0779
 TN0779.The horizontal coordinates were established by classical geodetic methods
 TN0779.and adjusted by the National Geodetic Survey in July 1992..
 TN0779
 TN0779.The orthometric height was scaled from a topographic map.
 TN0779
 TN0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0779
 TN0779.The geoid height was determined by GEOID03.
 TN0779
 TN0779;                    North         East     Units Scale Factor Converg.
 TN0779;SPC MT       -   508,180.512   261,702.998   MT  0.99984720   -3 21 59.5
 TN0779;SPC MT       - 1,667,258.90    858,605.64   iFT  0.99984720   -3 21 59.5
 TN0779;UTM  11      - 5,401,888.370   713,069.336   MT  1.00015778   +2 10 44.2
 TN0779
 TN0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0779!SPC MT       -   0.99976248  x   0.99984720  =   0.99960971
 TN0779!UTM  11      -   0.99976248  x   1.00015778  =   0.99992022
 TN0779
 TN0779|---------------------------------------------------------------------|
 TN0779| PID    Reference Object                     Distance      Geod. Az  |
 TN0779|                                                           dddmmss.s |
 TN0779| CH6300 ADAIR RM 1                            7.299 METERS 03631     |
 TN0779| CH6299 ADAIR AZ MK                                        0983444.9 |
 TN0779| CH6301 ADAIR RM 2                            3.782 METERS 11018     |
 TN0779|---------------------------------------------------------------------|
 TN0779
 TN0779                          SUPERSEDED SURVEY CONTROL
 TN0779
 TN0779  NAD 83(1986)-  48 44 00.80017(N)    114 06 07.89979(W) AD(       ) 1
 TN0779  NAD 27      -  48 44 00.90222(N)    114 06 04.43665(W) AD(       ) 1
 TN0779
 TN0779.Superseded values are not recommended for survey control.
 TN0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0779.See file dsdata.txt to determine how the superseded data were derived.
 TN0779
 TN0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQQ1306901888(NAD 83)
 TN0779_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0779_SETTING: 80 = SET IN A BOULDER
 TN0779_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TN0779
 TN0779  HISTORY     - Date     Condition        Report By
 TN0779  HISTORY     - 1939     MONUMENTED       CGS
 TN0779
 TN0779                          STATION DESCRIPTION
 TN0779
 TN0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TN0779'SEVENTEEN MILES NORTH-NORTHWEST OF APGAR IN THE SOUTHWESTERN
 TN0779'PORTION OF THE GLACIER NATIONAL PARK, ON A BARREN KNOB OF ADAIR
 TN0779'RIDGE, BETWEEN LOGGING CREEK AND ANACONDA CREEK, 1-1/2 MILES
 TN0779'EAST OF THE LOWER END OF LOGGING LAKE.  THE STATION IS IN A
 TN0779'BOULDER PROJECTING ABOUT 8 INCHES ABOVE THE GROUND, ABOUT
 TN0779'23 FEET SOUTH OF A UNITES STATES FOREST SERVICE TRAIL, AND
 TN0779'10 FEET WEST OF A LARGE TRIANGLE BLAZED PINE, AND IS STAMPED
 TN0779'ADAIR 1939.  THE BAROMETRIC ELEVATION IS 4975 FEET.
 TN0779'
 TN0779'TO REACH FROM APGAR, GO NORTHWEST ON THE NORTH FORK ROAD
 TN0779'TOWARD POLEBRIDGE FOR 20.0 MILES TO THE LOGGING CREEK RANGER
 TN0779'STATION.  THIS IS THE END OF TRUCK TRAVEL.  FROM THE RANGER
 TN0779'STATION PACK ACROSS THE BRIDGE OVER LOGGING CREEK AND GO ABOUT
 TN0779'100 YARDS TO BEGINNING OF A TRAIL ON THE RIGHT (EAST) SIDE OF
 TN0779'THE ROAD, AND A SIGN READING LOGGING LAKE 5 M, FOLLOW THIS
 TN0779'TRAIL FOR ABOUT 4-1/2 MILES TO A SIGN READING ANACONDA TRAIL.
 TN0779'THIS SIGN IS AT THE LOWER END OF LOGGING LAKE.  AT SIGN TURN
 TN0779'SHARP RIGHT (SOUTH) AND GO 100 YARDS TO THE CREEK, CROSS THE
 TN0779'CREEK AND PICK UP TRAIL ON THE OTHER SIDE OF THE CREEK, THEN
 TN0779'FOLLOW TRAIL ABOUT 100 YARDS TO A JUNCTION WITH ANOTHER
 TN0779'TRAIL, THEN TURN LEFT AND FOLLOW TRAIL MARKED AT INTERVALS
 TN0779'WITH YELLOW CIRCULAR DISKS, NAILED TO THE TREES, TO THE
 TN0779'TOP OF ADAIR RIDGE AND THE STATION, A PACK OF 4-1/2-HOURS.
 TN0779'HORSES CAN BE TAKEN DIRECTLY TO STATION IF AVAILABLE.
 TN0779'
 TN0779'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 TN0779'SET IN BOULDERS AS DESCRIBED IN NOTES 4, 12C AND 12C RESPECTIVELY.
 TN0779'
 TN0779'REFERENCE MARK NO. 1 PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 TN0779'THE MARK IS 5 FEET SOUTH OF THE TRAIL, 15 FEET NORTHEAST OF
 TN0779'THE BLAZED TREE, ABOUT 1 FOOT HIGHER THAN STATION, AND IS
 TN0779'STAMPED ADAIR NO. 1 1939.
 TN0779'
 TN0779'REFERENCE MARK NO. 2 IS SET IN THE WEST SIDE OF A LARGE BOULDER,
 TN0779'ABOUT 6 INCHES LOWER THAN THE HIGHEST POINT OF THE BOULDER,
 TN0779'ABOUT 8 FEET SOUTH OF THE BLAZED TREE, AND 27 FEET SOUTH OF
 TN0779'THE TRAIL, STAMPED ADAIR NO. 2 1939.  THE BOULDER PROJECTS
 TN0779'ABOUT 1-1/2 FEET ABOVE THE GROUND.
 TN0779'
 TN0779'AZIMUTH MARK IS SET IN A LARGE LIGHT GREY BOULDER, ABOUT
 TN0779'1/4 MILE EAST OF AND ABOUT 100 FEET LOWER THAN THE STATION.
 TN0779'THE MARK IS ON THE SOUTHWEST SLOPE OF A SPUR RIDGE EXTENDING
 TN0779'SOUTHEAST FROM THE MAIN RIDGE, AND IS STAMPED ADAIR 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0925 ***********************************************************************
 TM0925  DESIGNATION -  ADAMS
 TM0925  PID         -  TM0925
 TM0925  STATE/COUNTY-  MT/FLATHEAD
 TM0925  USGS QUAD   -  FELIX PEAK (1994)
 TM0925
 TM0925                         *CURRENT SURVEY CONTROL
 TM0925  ___________________________________________________________________
 TM0925* NAD 83(1992)-  48 14 55.93415(N)    113 42 43.74715(W)     ADJUSTED  
 TM0925* NAVD 88     -      2344.8    (meters)    7693.     (feet)  VERTCON   
 TM0925  ___________________________________________________________________
 TM0925  LAPLACE CORR-           9.93  (seconds)                    DEFLEC99
 TM0925  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 TM0925
 TM0925  HORZ ORDER  -  THIRD
 TM0925
 TM0925.The horizontal coordinates were established by classical geodetic methods
 TM0925.and adjusted by the National Geodetic Survey in July 1992..
 TM0925
 TM0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0925
 TM0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0925
 TM0925.The geoid height was determined by GEOID03.
 TM0925
 TM0925;                    North         East     Units Scale Factor Converg.
 TM0925;SPC MT       -   452,763.042   287,449.019   MT  0.99962642   -3 04 52.3
 TM0925;SPC MT       - 1,485,443.05    943,074.21   iFT  0.99962642   -3 04 52.3
 TM0925;UTM  12      - 5,347,517.993   298,669.056   MT  1.00009806   -2 01 26.6
 TM0925
 TM0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0925!SPC MT       -   0.99963493  x   0.99962642  =   0.99926149
 TM0925!UTM  12      -   0.99963493  x   1.00009806  =   0.99973295
 TM0925
 TM0925:                Primary Azimuth Mark                     Grid Az
 TM0925:SPC MT       -  CAMEA                                    159 53 18.9
 TM0925:UTM  12      -  CAMEA                                    158 49 53.2
 TM0925
 TM0925|---------------------------------------------------------------------|
 TM0925| PID    Reference Object                     Distance      Geod. Az  |
 TM0925|                                                           dddmmss.s |
 TM0925| TM0924 CAMEA                               APPROX. 2.5 KM 1564826.6 |
 TM0925| TM0928 PIONEER LOT                         APPROX.12.9 KM 2250150.9 |
 TM0925|---------------------------------------------------------------------|
 TM0925
 TM0925                          SUPERSEDED SURVEY CONTROL
 TM0925
 TM0925  NAD 83(1986)-  48 14 55.94629(N)    113 42 43.73429(W) AD(       ) 3
 TM0925  NAD 27      -  48 14 56.08862(N)    113 42 40.37361(W) AD(       ) 3
 TM0925  NGVD 29 (07/19/86) 2343.5    (m)         7689.     (f) VERT ANG       
 TM0925
 TM0925.Superseded values are not recommended for survey control.
 TM0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0925.See file dsdata.txt to determine how the superseded data were derived.
 TM0925
 TM0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU9866947518(NAD 83)
 TM0925
 TM0925  HISTORY     - Date     Condition        Report By
 TM0925  HISTORY     - 1956     MONUMENTED       USGS
 TM0925  HISTORY     - 1964     GOOD             USGS
 TM0925
 TM0925                          STATION DESCRIPTION
 TM0925
 TM0925'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TM0925'STATION LOCATED APPROXIMATELY 4.5 MI. W. AND 2 MI. S. OF THE VILLAGE
 TM0925'OF ESSEX, MONTANA, AND ON THE HIGHEST POINT OF MOUNT ADAMS.  STATION
 TM0925'REACHED BY HELICOPTER.
 TM0925'
 TM0925'STATION MARK--STANDARD USGS TABLET, CEMENTED IN ROCK OUTCROP, AND
 TM0925'STAMPED ---ADAMS 1956---.
 TM0925'
 TM0925'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0931 ***********************************************************************
 TM0931  DESIGNATION -  AENEAS
 TM0931  PID         -  TM0931
 TM0931  STATE/COUNTY-  MT/FLATHEAD
 TM0931  USGS QUAD   -  JEWEL BASIN (1994)
 TM0931
 TM0931                         *CURRENT SURVEY CONTROL
 TM0931  ___________________________________________________________________
 TM0931* NAD 83(1992)-  48 08 54.18656(N)    113 55 10.39594(W)     ADJUSTED  
 TM0931* NAVD 88     -      2295.2    (meters)    7530.     (feet)  VERTCON   
 TM0931  ___________________________________________________________________
 TM0931  LAPLACE CORR-          14.10  (seconds)                    DEFLEC99
 TM0931  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 TM0931
 TM0931  HORZ ORDER  -  FIRST
 TM0931
 TM0931.The horizontal coordinates were established by classical geodetic methods
 TM0931.and adjusted by the National Geodetic Survey in July 1992..
 TM0931
 TM0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0931
 TM0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0931
 TM0931.The geoid height was determined by GEOID03.
 TM0931
 TM0931;                    North         East     Units Scale Factor Converg.
 TM0931;SPC MT       -   442,459.773   271,445.372   MT  0.99958983   -3 13 58.5
 TM0931;SPC MT       - 1,451,639.68    890,568.81   iFT  0.99958983   -3 13 58.5
 TM0931;UTM  12      - 5,336,915.574   282,849.851   MT  1.00017943   -2 10 32.0
 TM0931;UTM  11      - 5,337,382.677   729,115.659   MT  1.00024505   +2 17 43.9
 TM0931
 TM0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0931!SPC MT       -   0.99964279  x   0.99958983  =   0.99923277
 TM0931!UTM  12      -   0.99964279  x   1.00017943  =   0.99982216
 TM0931!UTM  11      -   0.99964279  x   1.00024505  =   0.99988775
 TM0931
 TM0931|---------------------------------------------------------------------|
 TM0931| PID    Reference Object                     Distance      Geod. Az  |
 TM0931|                                                           dddmmss.s |
 TM0931| TM0932 7530 VA                              12.856 METERS 15159     |
 TM0931| CN3847 AENEAS RM 1                           7.920 METERS 21937     |
 TM0931| CN3846 AENEAS AZ MK                                       3050540.6 |
 TM0931|---------------------------------------------------------------------|
 TM0931
 TM0931                          SUPERSEDED SURVEY CONTROL
 TM0931
 TM0931  NAD 83(1986)-  48 08 54.19982(N)    113 55 10.38270(W) AD(       ) 1
 TM0931  NAD 27      -  48 08 54.35468(N)    113 55 07.01667(W) AD(       ) 1
 TM0931  NGVD 29 (07/19/86) 2293.9    (m)         7526.     (f) VERT ANG       
 TM0931
 TM0931.Superseded values are not recommended for survey control.
 TM0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0931.See file dsdata.txt to determine how the superseded data were derived.
 TM0931
 TM0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU8285036916(NAD 83)
 TM0931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0931_SETTING: 66 = SET IN ROCK OUTCROP
 TM0931
 TM0931  HISTORY     - Date     Condition        Report By
 TM0931  HISTORY     - 1939     MONUMENTED       CGS
 TM0931  HISTORY     - 1964     GOOD             USGS
 TM0931
 TM0931                          STATION DESCRIPTION
 TM0931
 TM0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TM0931'IN THE LOCALITY OF BIG FORK, 16.0 MILES, AIRLINE, EAST-SOUTHEAST
 TM0931'OF KALISPELL, 8.0 MILES, AIRLINE, NORTHEAST OF BIG FORK, 5.0
 TM0931'MILES, AIRLINE, EAST-NORTHEAST OF ECHO LAKE, 2.5 MILES, AIRLINE,
 TM0931'EAST OF THE ECHO LAKE RANGER STATION (SHOWN ON MAPS AS THE
 TM0931'THOMPSON RANGER STATION), ON THE SUMMIT OF MOUNT AENEAS IN
 TM0931'THE SWAN RANGE OF MOUNTAINS.  THE PEAK IS BARE AND IS THE
 TM0931'HIGHEST IN THE VICINITY.  THE STATION IS IN A 2-INCH DEPRESSION
 TM0931'IN BEDROCK, THE BEDROCK BEING FLUSH WITH THE GROUND, STAMPED
 TM0931'AENEAS 1939.
 TM0931'
 TM0931'TO REACH FROM KALISPELL, GO EAST ON U.S. HIGHWAY 2 FOR 6.0 MILES,
 TM0931'TURN RIGHT (SOUTH) ON THE SURFACED ROAD POSTED CRESTON, BIG FORK,
 TM0931'SWAN LAKE, GO 8.6 MILES (0.1 MILE BEYOND A LARGE TWO-STORY
 TM0931'FRAME HOUSE ON THE LEFT (EAST) SIDE OF THE ROAD), TURN LEFT
 TM0931'ONTO A GRADED MAIN TRAVELED DIRT ROAD POSTED MC CAFFERY LOOKOUT,
 TM0931'ECHO LAKE, GO 3.7 MILES, THEN TURN LEFT ONTO A WINDING GRADED
 TM0931'ROAD POSTED ECHO LAKE RANGER STATION, GO 2.1 MILES, AND KEEP
 TM0931'RIGHT AT THE FORK IN THE ROAD, GO 1.8 MILES TO THE ECHO LAKE
 TM0931'RANGER STATION AND THE END OF TRUCK TRAVEL.  A 3-HOUR HORSE
 TM0931'PACK UP A WELL POSTED TRAIL TO THE SUMMIT.  THERE IS GRAZING
 TM0931'AND WATER 600 FEET BELOW AND ABOUT 0.5 MILE NORTHEAST OF
 TM0931'STATION.
 TM0931'
 TM0931'SURFACE, REFERENCE (NO. 1) AND AZIMUTH MARKS ARE STANDARD BRONZE
 TM0931'DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, 12A,
 TM0931'AND 12A RESPECTIVELY.  THERE ARE NO UNDERGROUND OR WITNESS MARKS.
 TM0931'
 TM0931'REFERENCE MARK NO. 1 IS IN A ROCK WHICH PROTRUDES 6 INCHES,
 TM0931'ABOUT 1 FOOT BELOW STATION LEVEL, STAMPED AENEAS 1939.
 TM0931'
 TM0931'ANOTHER REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY STANDARD
 TM0931'BENCH MARK DISK CEMENTED IN THE SIDE OF A BEDROCK OUTCROP AT
 TM0931'ABOUT 30 DEGREES FROM THE HORIZONTAL.  THE BEDROCK PROJECTS
 TM0931'ABOUT 6 INCHES ON THE NORTH.  THE MARK IS ABOUT 3 FEET BELOW
 TM0931'THE STATION LEVEL, AND IS STAMPED U.S. GEOLOGICAL SURVEY B.M.
 TM0931'ELEVATION ABOVE SEA 7530 FEET DATUM V.A.
 TM0931'
 TM0931'AZIMUTH MARK IS ON THE TOP OF THE HOG-BACK RIDGE, ABOUT 100
 TM0931'FEET NORTH OF THE TRAIL WHERE IT TOPS THE RIDGE AND TURNS
 TM0931'SOUTH-EASTERLY TOWARD THE STATION.  IT IS ABOUT 100 FEET NORTH
 TM0931'OF A TRIANGULAR BLAZE ON A TREE WHICH STANDS CLOSE TO THE TRAIL
 TM0931'ON THE LEFT (NORTH) SIDE.  MARK IS IN THE TOP OF THE BEDROCK
 TM0931'PROJECTING 1-1/2 FEET, ABOUT 400 FEET BELOW STATION LEVEL, AND
 TM0931'IS STAMPED AENEAS 1939.
 TM0931'
 TM0931'ALL OBJECTS ARE VISIBLE FROM A 4-FOOT STAND.
 TM0931'
 TM0931'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 TM0931
 TM0931                          STATION RECOVERY (1964)
 TM0931
 TM0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TM0931'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN A DRILL HOLE IN A
 TM0931'BEDROCK OUTCROP, AND STAMPED ---AENEAS 1939---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0005 ***********************************************************************
 QX0005  DESIGNATION -  AERO
 QX0005  PID         -  QX0005
 QX0005  STATE/COUNTY-  MT/PARK
 QX0005  USGS QUAD   -  MISSION (1981)
 QX0005
 QX0005                         *CURRENT SURVEY CONTROL
 QX0005  ___________________________________________________________________
 QX0005* NAD 83(1999)-  45 41 50.57479(N)    110 27 19.42887(W)     ADJUSTED  
 QX0005* NAVD 88     -      1418.569  (meters)    4654.09   (feet)  ADJUSTED  
 QX0005  ___________________________________________________________________
 QX0005  X           -  -1,559,873.529 (meters)                     COMP
 QX0005  Y           -  -4,181,992.976 (meters)                     COMP
 QX0005  Z           -   4,542,826.246 (meters)                     COMP
 QX0005  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 QX0005  ELLIP HEIGHT-        1408.04  (meters)          (04/16/01) GPS OBS
 QX0005  GEOID HEIGHT-         -10.56  (meters)                     GEOID03
 QX0005  DYNAMIC HT  -        1418.105 (meters)    4652.57  (feet)  COMP
 QX0005  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 QX0005
 QX0005  HORZ ORDER  -  THIRD
 QX0005  VERT ORDER  -  FIRST     CLASS II
 QX0005  ELLP ORDER  -  FOURTH    CLASS II
 QX0005
 QX0005.This mark is at Mission Field Airport (LVM)
 QX0005
 QX0005.The horizontal coordinates were established by GPS observations
 QX0005.and adjusted by the National Geodetic Survey in April 2001..
 QX0005.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0005.DATUM ITEM on the data sheet items page.
 QX0005
 QX0005.The orthometric height was determined by differential leveling
 QX0005.and adjusted by the National Geodetic Survey in June 1991..
 QX0005
 QX0005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0005
 QX0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0005
 QX0005.The ellipsoidal height was determined by GPS observations
 QX0005.and is referenced to NAD 83.
 QX0005
 QX0005.The geoid height was determined by GEOID03.
 QX0005
 QX0005.The dynamic height is computed by dividing the NAVD 88
 QX0005.geopotential number by the normal gravity value computed on the
 QX0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0005.degrees latitude (g = 980.6199 gals.).
 QX0005
 QX0005.The modeled gravity was interpolated from observed gravity values.
 QX0005
 QX0005;                    North         East     Units Scale Factor Converg.
 QX0005;SPC MT       -   161,309.706   525,617.042   MT  0.99965305   -0 41 56.0
 QX0005;SPC MT       -   529,231.32  1,724,465.36   iFT  0.99965305   -0 41 56.0
 QX0005;UTM  12      - 5,060,569.649   542,399.163   MT  0.99962210   +0 23 23.1
 QX0005
 QX0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0005!SPC MT       -   0.99977930  x   0.99965305  =   0.99943243
 QX0005!UTM  12      -   0.99977930  x   0.99962210  =   0.99940149
 QX0005
 QX0005|---------------------------------------------------------------------|
 QX0005| PID    Reference Object                     Distance      Geod. Az  |
 QX0005|                                                           dddmmss.s |
 QX0005| QX0006 AERO RM 2                            10.509 METERS 05433     |
 QX0005| AJ6913 LIVINGSTON MUN AIRPORT BCN          162.092 METERS 13442     |
 QX0005| QX0007 AERO RM 1                            12.828 METERS 15425     |
 QX0005| QX0008 AERO AZ MK                          450.151 METERS 1970337.6 |
 QX0005| QX0728 LIVINGSTON MUN AIRPORT BCN 10       APPROX. 6.7 KM 2385612.3 |
 QX0005| QX0727 LIVINGSTON RADIO STA KPRK TWR       APPROX. 7.2 KM 2471113.9 |
 QX0005| QX0725 LIVINGSTON NORTH PACIF RR STK       APPROX. 8.5 KM 2472724.3 |
 QX0005|---------------------------------------------------------------------|
 QX0005
 QX0005                          SUPERSEDED SURVEY CONTROL
 QX0005
 QX0005  NAD 83(1992)-  45 41 50.57345(N)    110 27 19.42833(W) AD(       ) 3
 QX0005  ELLIP H (05/15/92) 1408.15   (m)                       GP(       ) 4 2
 QX0005  NAD 83(1986)-  45 41 50.56882(N)    110 27 19.42139(W) AD(       ) 2
 QX0005  NAD 27      -  45 41 50.79900(N)    110 27 16.69600(W) AD(       ) 2
 QX0005  NAVD 88 (05/28/92) 1418.57   (m)         4654.1    (f) LEVELING    3  
 QX0005  NGVD 29 (??/??/92) 1417.47   (m)         4650.5    (f) COMPUTED    1 2
 QX0005
 QX0005.Superseded values are not recommended for survey control.
 QX0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0005.See file dsdata.txt to determine how the superseded data were derived.
 QX0005
 QX0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4239960570(NAD 83)
 QX0005_MARKER: DS = TRIANGULATION STATION DISK
 QX0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0005_SP_SET: CONCRETE POST
 QX0005_STAMPING: AERO 1950
 QX0005_MARK LOGO: CGS   
 QX0005_PROJECTION: FLUSH
 QX0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0005+STABILITY: SURFACE MOTION
 QX0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0005+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 QX0005
 QX0005  HISTORY     - Date     Condition        Report By
 QX0005  HISTORY     - 1950     MONUMENTED       CGS
 QX0005  HISTORY     - 1951     GOOD             USGS
 QX0005  HISTORY     - 1955     GOOD             CGS
 QX0005  HISTORY     - 1958     GOOD             CGS
 QX0005  HISTORY     - 1958     GOOD             NGS
 QX0005  HISTORY     - 1982     GOOD             NGS
 QX0005  HISTORY     - 1983     GOOD             LOCENG
 QX0005  HISTORY     - 19840516 GOOD             NGS
 QX0005  HISTORY     - 19911023 GOOD             NGS
 QX0005  HISTORY     - 20010622 GOOD             INDIV
 QX0005  HISTORY     - 20060910 GOOD             GEOCAC
 QX0005
 QX0005                          STATION DESCRIPTION
 QX0005
 QX0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 QX0005'STATION IS ABOUT 6 MILES NORTHEAST OF LIVINGSTON, ABOUT 1
 QX0005'MILE SOUTH OF U.S. HIGHWAY 10 AT THE PARK COUNTY MUNICIPAL
 QX0005'AIRPORT.  IT IS 185 PACES NORTHWEST OF THE NORTHWEST CORNER
 QX0005'OF THE HANGAR AND 170 PACES NORTHEAST OF THE CATTLE GUARD
 QX0005'AT THE ENTRANCE TO THE FIELD.  STATION MARK IS A STANDARD
 QX0005'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 QX0005'THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED AERO
 QX0005'1950.
 QX0005'
 QX0005'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN THE TOP OF A 12-INCH
 QX0005'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE DISK
 QX0005'IS STAMPED AERO NO 1 1950.
 QX0005'
 QX0005'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN THE TOP OF A 12-INCH
 QX0005'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE
 QX0005'DISK IS STAMPED AERO NO 2 1950.
 QX0005'
 QX0005'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE CATTLE GUARD, 5
 QX0005'FEET NORTH OF A WITNESS POST, 1 FOOT EAST OF A FENCE CORNER.
 QX0005'IT IS A BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 QX0005'POST THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QX0005'AERO 1950.
 QX0005'
 QX0005'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 10
 QX0005'AND 89 IN LIVINGSTON, GO EAST ON HIGHWAY 10 FOR 5.3 MILES TO
 QX0005'THE MISSION RAILROAD SIDING ON THE LEFT AND A SIDE ROAD ON THE
 QX0005'RIGHT.  TURN RIGHT AND FOLLOW THE GRAVEL ROAD FOR 0.65 MILE
 QX0005'TO A CATTLE GUARD AND THE ENTRANCE TO THE AIRPORT.  BEAR LEFT
 QX0005'AFTER PASSING THROUGH CATTLE GUARD AND FOLLOW TRACK ROAD
 QX0005'FOR 0.1 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 QX0005'MARK FROM THE CATTLE GUARD.  GO SOUTH ALONG THE FENCE FOR
 QX0005'0.2 MILE TO THE MARK ON THE RIGHT.
 QX0005
 QX0005                          STATION RECOVERY (1951)
 QX0005
 QX0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 QX0005'STATION RECOVERED IN GOOD CONDITION.
 QX0005'
 QX0005'STATION IS LOCATED APPROXIMATELY 5.5 MILES NE OF THE POST
 QX0005'OFFICE IN LIVINGSTON, PARK COUNTY, MONTANA AT THE EAST LIVINGSTON
 QX0005'MUNICIPAL AIRPORT.  590 FEET NW OF THE MAIN HANGER BUILDING.
 QX0005'545 FEET NE OF THE CATTLE GUARD AT THE ENTRANCE TO THE AIRPORT.
 QX0005'
 QX0005'THE STATION MARK IS A STANDARD BRONZE TABLET SET IN CONCRETE
 QX0005'FLUSH WITH TOP OF GROUND AND STAMPED AERO 1951.  NOTE--AIRPORT
 QX0005'IS NOT THE ONE NOW BEING USED BY THE CITY.  IT IS ACTUALLY
 QX0005'THE NEW AIRPORT BUT RUNWAYS HAVE NOT BEEN BUILT.
 QX0005
 QX0005                          STATION RECOVERY (1955)
 QX0005
 QX0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 QX0005'STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN THE 1950
 QX0005'DESCRIPTION.  THE STATION MARK, AZIMUTH MARK, AND REFERENCE
 QX0005'MARKS 1 AND 2 WERE RECOVERED AND FOUND TO BE AS DESCRIBED
 QX0005'AND IN GOOD CONDITION.
 QX0005'
 QX0005'THE 1950 ROUTE TO STATION WAS USED AND FOUND TO BE ADEQUATE.
 QX0005'
 QX0005'OBSERVATIONS WERE MADE FROM A 4 FOOT TRIPOD.
 QX0005
 QX0005                          STATION RECOVERY (1958)
 QX0005
 QX0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 QX0005'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 QX0005'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950.
 QX0005
 QX0005                          STATION RECOVERY (1958)
 QX0005
 QX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QX0005'6.45 MI NE FROM LIVINGSTON.
 QX0005'ABOUT 5.75 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0005'STATION AT LIVINGSTON, THENCE 0.6 MILE SOUTHEAST ALONG A GRAVEL ROAD
 QX0005'TO THE TOP OF THE MESA AND THE ENTRANCE TO THE MISSION AIRPORT, THENCE
 QX0005'0.1 MILE NORTHEAST ALONG A DIRT ROAD, IN SECTION 35, T 1 S, R 10 E,
 QX0005'489 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF AN ARCH TYPE TIN
 QX0005'HANGAR, 394 FEET NORTHEAST OF A FENCE, 296 FEET NORTHWEST OF THE
 QX0005'CENTER LINE OF THE ROAD, 42.7 FEET NORTHWEST OF AERO NO. 1, 34.6 FEET
 QX0005'SOUTHWEST OF AERO NO. 2, 5 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 QX0005'POST, AND IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 QX0005'GROUND.
 QX0005
 QX0005                          STATION RECOVERY (1982)
 QX0005
 QX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0005'RECOVERED IN GOOD CONDITION.
 QX0005
 QX0005                          STATION RECOVERY (1983)
 QX0005
 QX0005'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (FH)
 QX0005'AERO 1950 MARKING GOOD-CONCRETE BASE SLIGHT CRACKING.
 QX0005'
 QX0005'AERO 1950 RM 2 MARKING GOOD-CONCRETE BASE SLIGHT CRACKING.
 QX0005'
 QX0005'I SET STANDARD NGS CARSONITE WITNESS POST 545 DEG W, 20 MIN FROM
 QX0005'AERO.
 QX0005'
 QX0005'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES N.E. FROM
 QX0005'LIVINGSTON.
 QX0005
 QX0005                          STATION RECOVERY (1984)
 QX0005
 QX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QX0005'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QX0005'RECOVERED IN FAIR CONDITION.  THE DISTANCE AND DIRECTION TO THE
 QX0005'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1950 DATA.  DUE TO CHANGES
 QX0005'IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED
 QX0005'ABOUT 9.7 KM (6.00 MI) NORTHEAST OF LIVINGSTON, 1.6 KM (1.00 MI) SOUTH
 QX0005'OF INTERSTATE HIGHWAY 90 AND AT THE LIVINGSTON MUNICIPAL AIRPORT.  TO
 QX0005'REACH THE STATION FROM THE INTERSECTION OF EAST PARK ST (BUSINESS
 QX0005'ROUTE 90) AND MAIN STREET IN LIVINGSTON GO NORTHEAST ON BUSINESS ROUTE
 QX0005'90 FOR 6.44 KM (4.00 MI) TO THE JUNCTION OF INTERSTATE HIGHWAY 90.
 QX0005'CONTINUE NORTHEAST ON INTESTATE HIGHWAY 90 FOR 3.22 KM (2.00 MI) TO
 QX0005'THE JUNCTION OF US HIGHWAY 89 NORTH.  TAKE THE EXIT ROAD NORTHEAST FOR
 QX0005'0.32 KM (0.20 MI) TO A CATTLE GUARD. TURN RIGHT AND GO SOUTHERLY ON
 QX0005'THE SURFACED ROAD UPHILL FOR 0.97 KM (0.60 MI) TO A CATTLE GUARD.
 QX0005'CONTINUE UPHILL FOR 0.48 KM (0.30 MI) TO THE AIRPORT ENTRANCE AND 3
 QX0005'ROADS.  TAKE THE MOST LEFT, THE MAIN ROAD FOR 0.16 KM (0.10 MI) TO THE
 QX0005'MAIN AIRPORT TERMINAL AND THE STATION IN AN OPEN FIELD ON THE LEFT.
 QX0005'THE STATION IS A STANDARD CGS DISK STAMPED---AERO 1950---, SET INTO
 QX0005'THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH
 QX0005'WITH THE GROUND. THE STATION IS LOCATED 86 METERS (282.2 FT) SOUTH
 QX0005'FROM THE SOUTHWEST CORNER OF A ROW OF HANGARS, 70 METERS (229.7 FT)
 QX0005'SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF A ROW OF HANGARS, 23
 QX0005'METERS (75.5 FT) NORTHEAST FROM A HEDGE ROW, 46 METERS (150.9 FT)
 QX0005'SOUTH-SOUTHWEST FROM THE CENTER OF A TRACK ROAD AND 0.6 METER (2.0 FT)
 QX0005'SOUTH FROM A WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 QX0005'STAMPED---AERO NO 1 1950---, SET INTO THE TOP OF A SQUARE CONCRETE
 QX0005'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND.  THE STATION
 QX0005'IS LOCATED 46 METERS (150.9 FT) SOUTHWEST FROM THE CENTER OF A TRACK
 QX0005'ROAD, 20 METERS (65.6 FT) NORTHEAST FROM A HEDGE ROW AND 13.4 METERS
 QX0005'(44.0 FT) SOUTHEAST FROM A WITNESS POST. REFERENCE MARK NO 2 IS A
 QX0005'STANDARD CGS DISK STAMPED---AERO NO 2 1950---, SET INTO THE TOP OF A
 QX0005'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 QX0005'GROUND.  THE STATION IS LOCATED 33 METERS (108.3 FT) NORTHEAST FROM A
 QX0005'HEDGE ROW, 33 METERS (108.3 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 QX0005'TRACK ROAD AND 10 METERS (32.8 FT) NORTHEAST FROM THE WITNESS POST.
 QX0005'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED---AERO 1950---, SET
 QX0005'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE
 QX0005'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 1.5 METERS (4.9 FT)
 QX0005'NORTH FROM A 4 X 4 WITNESS POST, 0.6 METER (2.0 FT) SOUTH FROM A
 QX0005'WITNESS POST AND 0.3 METER (1.0 FT) EAST FROM A FENCE CORNER.  TO
 QX0005'REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST FOR 0.16 KM (0.10
 QX0005'MI) TO THE AIRPORT ENTRANCE.  TURN LEFT ON THE TRACK ROAD AND GO
 QX0005'SOUTHERLY ALONG THE FENCE FOR 0.32 KM (0.20 MI) TO A FENCE CORNER AND
 QX0005'THE MARK.
 QX0005
 QX0005                          STATION RECOVERY (1991)
 QX0005
 QX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QX0005'THE STATION IS LOCATED AT THE MISSION FIELD AIRPORT.
 QX0005'OWNERSHIP--LIVINGSTON CITY/PARK COUNTY, MANAGER JACK POPE, BOX 435,
 QX0005'LIVINGSTON MT 59047, PHONE 406-848-7748.
 QX0005'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QX0005'U.S. HIGHWAY 89 NORTH (EXIT 340, ABOUT 8 KM (5.0 MI) NORTHEAST OF
 QX0005'LIVINGSTON), GO SOUTHWEST, UPHILL ON A PAVED ROAD FOR 1.31 KM
 QX0005'(0.81 MI) TO A TRIPLE FORK AT THE TOP OF THE GRADE.  CONTINUE
 QX0005'NORTHEAST ON THE PAVED ROAD FOR 0.25 KM (0.16 MI) TO A TRACK ROAD
 QX0005'LEFT, JUST BEFORE REACHING THE ADMINISTRATION BUILDING ON THE RIGHT.
 QX0005'TURN LEFT, NORTHWEST ON THE TRACK ROAD FOR 0.07 KM (0.04 MI) TO A
 QX0005'HANGER ON THE RIGHT AND THE STATION ON THE LEFT.
 QX0005'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 30 CM SQUARE
 QX0005'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 73.0 M (239.5 FT) WEST
 QX0005'OF THE SOUTH CORNER OF THE METAL HANGER, 46.6 M (152.9 FT) SOUTHWEST
 QX0005'OF THE TRACK ROAD CENTER AND 0.6 M (2.0 FT) NORTHEAST OF A FIBERGLASS
 QX0005'WITNESS POST.
 QX0005
 QX0005                          STATION RECOVERY (2001)
 QX0005
 QX0005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RSL)
 QX0005'RECOVERED AS DESCRIBED BY NGS IN 1991. THIS STATION WAS USED TO
 QX0005'RECOVER THE LOCATION OF PRAY PID NUMBER QX0055. THIS STATION CAN ALSO
 QX0005'BE USED FOR GPS. MO PLS 2001015258
 QX0005
 QX0005                          STATION RECOVERY (2006)
 QX0005
 QX0005'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 QX0005'FOUND THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO.2 AND THE
 QX0005'AZIMUTH MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0008 ***********************************************************************
 QX0008  DESIGNATION -  AERO AZ MK
 QX0008  PID         -  QX0008
 QX0008  STATE/COUNTY-  MT/PARK
 QX0008  USGS QUAD   -  MISSION (1981)
 QX0008
 QX0008                         *CURRENT SURVEY CONTROL
 QX0008  ___________________________________________________________________
 QX0008* NAD 83(1999)-  45 41 36.63595(N)    110 27 25.53282(W)     ADJUSTED  
 QX0008* NAVD 88     -      1416.423  (meters)    4647.05   (feet)  ADJUSTED  
 QX0008  ___________________________________________________________________
 QX0008  X           -  -1,560,104.443 (meters)                     COMP
 QX0008  Y           -  -4,182,234.076 (meters)                     COMP
 QX0008  Z           -   4,542,524.122 (meters)                     COMP
 QX0008  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 QX0008  ELLIP HEIGHT-        1405.98  (meters)          (04/16/01) GPS OBS
 QX0008  GEOID HEIGHT-         -10.54  (meters)                     GEOID03
 QX0008  DYNAMIC HT  -        1415.958 (meters)    4645.52  (feet)  COMP
 QX0008  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 QX0008
 QX0008  HORZ ORDER  -  THIRD
 QX0008  VERT ORDER  -  FIRST     CLASS II
 QX0008  ELLP ORDER  -  FOURTH    CLASS II
 QX0008
 QX0008.This mark is at Mission Field Airport (LVM)
 QX0008
 QX0008.The horizontal coordinates were established by GPS observations
 QX0008.and adjusted by the National Geodetic Survey in April 2001..
 QX0008.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0008.DATUM ITEM on the data sheet items page.
 QX0008
 QX0008.The orthometric height was determined by differential leveling
 QX0008.and adjusted by the National Geodetic Survey in June 1991..
 QX0008
 QX0008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0008
 QX0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0008
 QX0008.The ellipsoidal height was determined by GPS observations
 QX0008.and is referenced to NAD 83.
 QX0008
 QX0008.The geoid height was determined by GEOID03.
 QX0008
 QX0008.The dynamic height is computed by dividing the NAVD 88
 QX0008.geopotential number by the normal gravity value computed on the
 QX0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0008.degrees latitude (g = 980.6199 gals.).
 QX0008
 QX0008.The modeled gravity was interpolated from observed gravity values.
 QX0008
 QX0008;                    North         East     Units Scale Factor Converg.
 QX0008;SPC MT       -   160,881.155   525,479.785   MT  0.99965458   -0 42 00.4
 QX0008;SPC MT       -   527,825.31  1,724,015.04   iFT  0.99965458   -0 42 00.4
 QX0008;UTM  12      - 5,060,138.582   542,270.077   MT  0.99962197   +0 23 18.7
 QX0008
 QX0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0008!SPC MT       -   0.99977963  x   0.99965458  =   0.99943428
 QX0008!UTM  12      -   0.99977963  x   0.99962197  =   0.99940168
 QX0008
 QX0008:                Primary Azimuth Mark                     Grid Az
 QX0008:SPC MT       -  AERO                                     017 45 33.7
 QX0008:UTM  12      -  AERO                                     016 40 14.6
 QX0008
 QX0008|---------------------------------------------------------------------|
 QX0008| PID    Reference Object                     Distance      Geod. Az  |
 QX0008|                                                           dddmmss.s |
 QX0008| QX0005 AERO                                450.151 METERS 0170333.3 |
 QX0008|---------------------------------------------------------------------|
 QX0008
 QX0008                          SUPERSEDED SURVEY CONTROL
 QX0008
 QX0008  NAD 83(1992)-  45 41 36.62998(N)    110 27 25.52535(W) AD(       ) 3
 QX0008  NAD 83(1992)-  45 41 36.63462(N)    110 27 25.53229(W) AD(       ) 3
 QX0008  ELLIP H (05/15/92) 1406.08   (m)                       GP(       ) 4 2
 QX0008  NAD 27      -  45 41 36.86157(N)    110 27 22.79867(W) AD(       ) 3
 QX0008  NAVD 88 (05/28/92) 1416.42   (m)         4647.0    (f) LEVELING    3  
 QX0008  NGVD 29 (??/??/92) 1415.319  (m)         4643.43   (f) ADJ UNCH    1 2
 QX0008
 QX0008.Superseded values are not recommended for survey control.
 QX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0008.See file dsdata.txt to determine how the superseded data were derived.
 QX0008
 QX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4227060139(NAD 83)
 QX0008_MARKER: DZ = AZIMUTH MARK DISK
 QX0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0008_SP_SET: CONCRETE POST
 QX0008_STAMPING: AERO 1950
 QX0008_MARK LOGO: CGS   
 QX0008_PROJECTION: FLUSH
 QX0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0008+STABILITY: SURFACE MOTION
 QX0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0008+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 QX0008
 QX0008  HISTORY     - Date     Condition        Report By
 QX0008  HISTORY     - 1950     MONUMENTED       CGS
 QX0008  HISTORY     - 1958     GOOD             NGS
 QX0008  HISTORY     - 1982     GOOD             NGS
 QX0008  HISTORY     - 19840516 GOOD             NGS
 QX0008  HISTORY     - 19911023 GOOD             NGS
 QX0008  HISTORY     - 20060910 GOOD             GEOCAC
 QX0008
 QX0008                          STATION DESCRIPTION
 QX0008
 QX0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0008'6.55 MI NE FROM LIVINGSTON.
 QX0008'ABOUT 5.75 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0008'STATION AT LIVINGSTON, THENCE 0.6 MILE SOUTHEAST ALONG A GRAVEL ROAD
 QX0008'TO THE TOP OF THE MESA AND THE ENTRANCE TO THE MISSION AIRPORT, AND
 QX0008'THENCE 0.2 MILE SOUTH-SOUTHEAST ALONG A DIRT ROAD ON THE EAST SIDE OF
 QX0008'A FENCE, IN SECTION 35, T 1 S, R 10 E, AT A 4-WAY FENCE CORNER, 0.3
 QX0008'MILE SOUTH-SOUTHWEST OF A BEACON TOWER, 110 FEET SOUTHWEST OF THE
 QX0008'CENTER LINE OF A TRACK ROAD, 5 1/2 FEET NORTH OF A WHITE WOODEN
 QX0008'WITNESS POST, 1 FOOT EAST OF THE FENCE CORNER, AND IN THE TOP OF A
 QX0008'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 QX0008
 QX0008                          STATION RECOVERY (1982)
 QX0008
 QX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0008'RECOVERED IN GOOD CONDITION.
 QX0008
 QX0008                          STATION RECOVERY (1984)
 QX0008
 QX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QX0008'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTHEAST OF LIVINGSTON,
 QX0008'1.6 KM (1.00 MI) SOUTH OF INTERSTATE HIGHWAY 90 AND AT THE SOUTH END
 QX0008'OF THE RUNWAY AT THE LIVINGSTON MUNICIPAL AIRPORT.  TO REACH THE
 QX0008'STATION FROM THE INTERSTATE OF EAST PARK ST (BUSINESS ROUTE 90) AND
 QX0008'MAIN STREET IN LIVINGSTON GO NORTHEAST ON BUSINESS ROUTE 90 FOR 6.44
 QX0008'KM (4.00 MI) TO THE JUNCTION OF INTERSTATE HIGHWAY 90.  CONTINUE
 QX0008'NORTHEAST ON INTERSTATE HIGHWAY 90 FOR 3.22 KM (2.00 MI) TO THE
 QX0008'JUNCTION OF US HIGHWAY 89 NORTH.  TAKE THE EXIT ROAD NORTHEAST FOR
 QX0008'0.32 KM (0.20 MI) TO THE CATTLE GUARD.  TURN RIGHT AND GO SOUTHERLY ON
 QX0008'THE SURFACED ROAD FOR 0.97 KM (0.60 MI) TO THE CATTLE GUARD. CONTINUE
 QX0008'UPHILL FOR 0.48 KM (0.30 MI) TO THE AIRPORT ENTRANCE AND 3 ROADS.
 QX0008'TAKE THE RIGHT FORK AND GO NORTHEAST ALONG THE FENCE FOR 0.32 KM (0.20
 QX0008'MI) TO A FENCE CORNER AND THE STATION.  THE STATION MARK IS A STANDARD
 QX0008'AZIMUTH MARK DISK STAMPED---AERO 1950---, SET INTO THE TOP OF A 30 CM
 QX0008'(12 INCH) SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 QX0008'IT IS 1.5 M (4.9 FT) NORTH OF A 4 X 4 WITNESS POST, 0.6 M (2.0 FT) S
 QX0008'OF A WITNESS POST AND 0.3 M EAST OF A FENCE CORNER.
 QX0008
 QX0008                          STATION RECOVERY (1991)
 QX0008
 QX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QX0008'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) EAST OF LIVINGSTON, 1.6
 QX0008'KM (1.0 MI) SOUTH OF INTERSTATE HIGHWAY 90, AT THE LIVINGSTON
 QX0008'MUNICIPAL AIRPORT (MISSION FIELD), NORTHWEST OF RUNWAY END 04 AND
 QX0008'NEAR THE EDGE OF A BENCH.  OWNERSHIP--LIVINGSTON/PARK COUNTY, MANAGER
 QX0008'JACK POPE, CITY/COUNTY AIRPORT, BOX 435, LIVINGSTON MT 59047, PHONE
 QX0008'406-848-7748.
 QX0008'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QX0008'U.S. HIGHWAY 89 NORTH (EXIT 340, ABOUT 13 KM (8.1 MI) NORTHEAST OF
 QX0008'LIVINGSTON), GO SOUTHWEST, UPHILL ON A PAVED ROAD FOR 1.31 KM
 QX0008'(0.81 MI) TO A 3-WAY FORK AT THE TOP OF THE GRADE.  TAKE THE RIGHT
 QX0008'FORK AND GO SOUTH ALONG A GRAVEL TRACK ROAD FOR 0.24 KM (0.15 MI) TO
 QX0008'THE STATION ON THE RIGHT AT A 3-WAY FENCE CORNER.
 QX0008'THE STATION IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 30 CM
 QX0008'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 167 M
 QX0008'(547.9 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF RUNWAY 04, 76
 QX0008'M (249.3 FT) WEST OF THE CENTER OF THE TRACK ROAD, 46 M (150.9 FT)
 QX0008'WEST OF THE CENTER OF A FIREBREAK, 22 M (72.2 FT) EAST OF AND LEVEL
 QX0008'WITH THE WEST EDGE OF THE BENCH, 1.6 M (5.2 FT) NORTH OF A WOODEN 4X4
 QX0008'INCH POST IN A NORTH-SOUTH FENCE LINE, 0.6 M (2.0 FT) SOUTH-SOUTHEAST
 QX0008'OF A FIBERGLASS WITNESS POST AND 0.4 M (1.3 FT) EAST OF THE 3-WAY
 QX0008'CORNER POST.
 QX0008
 QX0008                          STATION RECOVERY (2006)
 QX0008
 QX0008'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 QX0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0007 ***********************************************************************
 QX0007  DESIGNATION -  AERO RM 1
 QX0007  PID         -  QX0007
 QX0007  STATE/COUNTY-  MT/PARK
 QX0007  USGS QUAD   -  MISSION (1981)
 QX0007
 QX0007                         *CURRENT SURVEY CONTROL
 QX0007  ___________________________________________________________________
 QX0007* NAD 83(1992)-  45 41 50.19406(N)    110 27 19.16531(W)     ADJUSTED  
 QX0007* NAVD 88     -      1418.472  (meters)    4653.77   (feet)  ADJUSTED  
 QX0007  ___________________________________________________________________
 QX0007  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 QX0007  GEOID HEIGHT-         -10.56  (meters)                     GEOID03
 QX0007  DYNAMIC HT  -        1418.008 (meters)    4652.25  (feet)  COMP
 QX0007  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 QX0007
 QX0007  HORZ ORDER  -  THIRD
 QX0007  VERT ORDER  -  FIRST     CLASS II
 QX0007
 QX0007.This mark is at Mission Field Airport (LVM)
 QX0007
 QX0007.The horizontal coordinates were established by classical geodetic methods
 QX0007.and adjusted by the National Geodetic Survey in December 2001..
 QX0007
 QX0007.The orthometric height was determined by differential leveling
 QX0007.and adjusted by the National Geodetic Survey in June 1991..
 QX0007
 QX0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0007
 QX0007.The geoid height was determined by GEOID03.
 QX0007
 QX0007.The dynamic height is computed by dividing the NAVD 88
 QX0007.geopotential number by the normal gravity value computed on the
 QX0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0007.degrees latitude (g = 980.6199 gals.).
 QX0007
 QX0007.The modeled gravity was interpolated from observed gravity values.
 QX0007
 QX0007;                    North         East     Units Scale Factor Converg.
 QX0007;SPC MT       -   161,297.887   525,622.599   MT  0.99965309   -0 41 55.8
 QX0007;SPC MT       -   529,192.54  1,724,483.59   iFT  0.99965309   -0 41 55.8
 QX0007;UTM  12      - 5,060,557.938   542,404.943   MT  0.99962211   +0 23 23.3
 QX0007
 QX0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0007!SPC MT       -   0.99977932  x   0.99965309  =   0.99943249
 QX0007!UTM  12      -   0.99977932  x   0.99962211  =   0.99940152
 QX0007
 QX0007                          SUPERSEDED SURVEY CONTROL
 QX0007
 QX0007  NAVD 88 (12/21/01) 1418.47   (m)         4653.8    (f) LEVELING    3  
 QX0007  NGVD 29 (??/??/92) 1417.370  (m)         4650.15   (f) ADJ UNCH    1 2
 QX0007
 QX0007.Superseded values are not recommended for survey control.
 QX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0007.See file dsdata.txt to determine how the superseded data were derived.
 QX0007
 QX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4240560558(NAD 83)
 QX0007_MARKER: DR = REFERENCE MARK DISK
 QX0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0007_STAMPING: AERO NO 1 1950
 QX0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0007+STABILITY: SURFACE MOTION
 QX0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0007+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 QX0007
 QX0007  HISTORY     - Date     Condition        Report By
 QX0007  HISTORY     - 1950     MONUMENTED       CGS
 QX0007  HISTORY     - 1958     GOOD             NGS
 QX0007  HISTORY     - 1982     GOOD             NGS
 QX0007  HISTORY     - 20060910 GOOD             GEOCAC
 QX0007
 QX0007                          STATION DESCRIPTION
 QX0007
 QX0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0007'6.45 MI NE FROM LIVINGSTON.
 QX0007'ABOUT 5.75 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0007'STATION AT LIVINGSTON, THENCE 0.6 MILE SOUTHEAST ALONG A GRAVEL ROAD
 QX0007'TO THE TOP OF THE MESA AND THE ENTRANCE TO THE MISSION AIRPORT, AND
 QX0007'THENCE 0.1 MILE NORTHEAST ALONG A DIRT ROAD, IN SECTION 35, T 1 S, R
 QX0007'10 E, 258 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 42.7 FEET
 QX0007'SOUTHEAST OF AERO 1950, 58.7 FEET SOUTH OF AERO NO. 2, AND IN THE TOP
 QX0007'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 QX0007
 QX0007                          STATION RECOVERY (1982)
 QX0007
 QX0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0007'RECOVERED IN GOOD CONDITION.
 QX0007
 QX0007                          STATION RECOVERY (2006)
 QX0007
 QX0007'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 QX0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0006 ***********************************************************************
 QX0006  DESIGNATION -  AERO RM 2
 QX0006  PID         -  QX0006
 QX0006  STATE/COUNTY-  MT/PARK
 QX0006  USGS QUAD   -  MISSION (1981)
 QX0006
 QX0006                         *CURRENT SURVEY CONTROL
 QX0006  ___________________________________________________________________
 QX0006* NAD 83(1992)-  45 41 50.76624(N)    110 27 19.02567(W)     ADJUSTED  
 QX0006* NAVD 88     -      1418.722  (meters)    4654.59   (feet)  ADJUSTED  
 QX0006  ___________________________________________________________________
 QX0006  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 QX0006  GEOID HEIGHT-         -10.56  (meters)                     GEOID03
 QX0006  DYNAMIC HT  -        1418.258 (meters)    4653.07  (feet)  COMP
 QX0006  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 QX0006
 QX0006  HORZ ORDER  -  THIRD
 QX0006  VERT ORDER  -  FIRST     CLASS II
 QX0006
 QX0006.This mark is at Mission Field Airport (LVM)
 QX0006
 QX0006.The horizontal coordinates were established by classical geodetic methods
 QX0006.and adjusted by the National Geodetic Survey in December 2001..
 QX0006
 QX0006.The orthometric height was determined by differential leveling
 QX0006.and adjusted by the National Geodetic Survey in June 1991..
 QX0006
 QX0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0006
 QX0006.The geoid height was determined by GEOID03.
 QX0006
 QX0006.The dynamic height is computed by dividing the NAVD 88
 QX0006.geopotential number by the normal gravity value computed on the
 QX0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0006.degrees latitude (g = 980.6199 gals.).
 QX0006
 QX0006.The modeled gravity was interpolated from observed gravity values.
 QX0006
 QX0006;                    North         East     Units Scale Factor Converg.
 QX0006;SPC MT       -   161,315.508   525,625.834   MT  0.99965303   -0 41 55.7
 QX0006;SPC MT       -   529,250.35  1,724,494.21   iFT  0.99965303   -0 41 55.7
 QX0006;UTM  12      - 5,060,575.617   542,407.843   MT  0.99962211   +0 23 23.4
 QX0006
 QX0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0006!SPC MT       -   0.99977929  x   0.99965303  =   0.99943239
 QX0006!UTM  12      -   0.99977929  x   0.99962211  =   0.99940148
 QX0006
 QX0006                          SUPERSEDED SURVEY CONTROL
 QX0006
 QX0006  NAVD 88 (12/21/01) 1418.72   (m)         4654.6    (f) LEVELING    3  
 QX0006  NGVD 29 (??/??/92) 1417.620  (m)         4650.97   (f) ADJ UNCH    1 2
 QX0006
 QX0006.Superseded values are not recommended for survey control.
 QX0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0006.See file dsdata.txt to determine how the superseded data were derived.
 QX0006
 QX0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4240860576(NAD 83)
 QX0006_MARKER: DR = REFERENCE MARK DISK
 QX0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0006_STAMPING: AERO NO 2 1950
 QX0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0006+STABILITY: SURFACE MOTION
 QX0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0006+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 QX0006
 QX0006  HISTORY     - Date     Condition        Report By
 QX0006  HISTORY     - 1950     MONUMENTED       CGS
 QX0006  HISTORY     - 1958     GOOD             NGS
 QX0006  HISTORY     - 1982     GOOD             NGS
 QX0006  HISTORY     - 20060910 GOOD             GEOCAC
 QX0006
 QX0006                          STATION DESCRIPTION
 QX0006
 QX0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0006'6.45 MI NE FROM LIVINGSTON.
 QX0006'ABOUT 5.75 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0006'STATION AT LIVINGSTON, THENCE 0.6 MILE SOUTHEAST ALONG A GRAVEL ROAD
 QX0006'TO THE TOP OF THE MESA AND THE ENTRANCE TO THE MISSION AIRPORT, AND
 QX0006'THENCE 0.1 MILE NORTHEAST ALONG A DIRT ROAD, IN SECTION 35, T 1 S, R
 QX0006'10 E, 316 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34.6 FEET
 QX0006'NORTHEAST OF AERO 1950, 58.7 FEET NORTH OF AERO NO. 1, AND IN THE TOP
 QX0006'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 QX0006
 QX0006                          STATION RECOVERY (1982)
 QX0006
 QX0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0006'RECOVERED IN GOOD CONDITION.
 QX0006
 QX0006                          STATION RECOVERY (2006)
 QX0006
 QX0006'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 QX0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0594 ***********************************************************************
 RU0594  DESIGNATION -  AGATE
 RU0594  PID         -  RU0594
 RU0594  STATE/COUNTY-  MT/TREASURE
 RU0594  USGS QUAD   -  SOUTH BEAR CREEK (1972)
 RU0594
 RU0594                         *CURRENT SURVEY CONTROL
 RU0594  ___________________________________________________________________
 RU0594* NAD 83(1992)-  46 00 27.89059(N)    107 14 37.48823(W)     ADJUSTED  
 RU0594* NAVD 88     -      1135.8    (meters)    3726.     (feet)  VERTCON   
 RU0594  ___________________________________________________________________
 RU0594  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 RU0594  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 RU0594
 RU0594  HORZ ORDER  -  SECOND
 RU0594
 RU0594.The horizontal coordinates were established by classical geodetic methods
 RU0594.and adjusted by the National Geodetic Survey in July 1992..
 RU0594
 RU0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0594
 RU0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0594
 RU0594.The geoid height was determined by GEOID03.
 RU0594
 RU0594;                    North         East     Units Scale Factor Converg.
 RU0594;SPC MT       -   197,854.409   774,648.746   MT  0.99954493   +1 39 01.7
 RU0594;SPC MT       -   649,128.64  2,541,498.51   iFT  0.99954493   +1 39 01.7
 RU0594;UTM  13      - 5,097,355.953   326,287.251   MT  0.99997098   -1 36 52.7
 RU0594
 RU0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0594!SPC MT       -   0.99982429  x   0.99954493  =   0.99936930
 RU0594!UTM  13      -   0.99982429  x   0.99997098  =   0.99979527
 RU0594
 RU0594:                Primary Azimuth Mark                     Grid Az
 RU0594:SPC MT       -  MASCHETAH                                176 34 14.3
 RU0594:UTM  13      -  MASCHETAH                                179 50 08.7
 RU0594
 RU0594|---------------------------------------------------------------------|
 RU0594| PID    Reference Object                     Distance      Geod. Az  |
 RU0594|                                                           dddmmss.s |
 RU0594| QV0310 MASCHETAH                           APPROX.17.2 KM 1781316.0 |
 RU0594| CQ4487 AGATE RM 1                           19.795 METERS 21514     |
 RU0594| CQ4488 AGATE RM 2                           12.747 METERS 31326     |
 RU0594|---------------------------------------------------------------------|
 RU0594
 RU0594                          SUPERSEDED SURVEY CONTROL
 RU0594
 RU0594  NAD 83(1986)-  46 00 27.88353(N)    107 14 37.46692(W) AD(       ) 2
 RU0594  NAD 27      -  46 00 27.92345(N)    107 14 35.24864(W) AD(       ) 2
 RU0594  NGVD 29 (07/19/86) 1135.1    (m)         3724.     (f) VERT ANG       
 RU0594
 RU0594.Superseded values are not recommended for survey control.
 RU0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0594.See file dsdata.txt to determine how the superseded data were derived.
 RU0594
 RU0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL2628797356(NAD 83)
 RU0594_MARKER: DD = SURVEY DISK
 RU0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0594
 RU0594  HISTORY     - Date     Condition        Report By
 RU0594  HISTORY     - 1957     MONUMENTED       USGS
 RU0594  HISTORY     - 1971     GOOD             NGS
 RU0594
 RU0594                          STATION DESCRIPTION
 RU0594
 RU0594'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RU0594'STATION IS LOCATED IN T.3 N., R.36 E., SEC.16 ON THE HIGHEST TOP IN
 RU0594'SEC. 16.
 RU0594'
 RU0594'TO REACH FROM SCHOOL AT BIG HORN, GO S. UP TULLOCK CREEK ON COUNTY RD.
 RU0594'FOR 10.8 MI. TO CROSSROADS.  TURN LEFT E. AND FOLLOW COUNTY RD. IN A
 RU0594'EASTERLY DIRECTION FOR 6.8 MI. TO BEND IN RD. FOLLOW RD. AROUND BEND
 RU0594'AND GO IN A SOUTHERLY DIRECTION FOR 2.5 MI. TO A DIM CROSSROAD ON S.
 RU0594'SIDE OF RIDGE.  TURN W. RIGHT AND FOLLOW DIM RD. IN A WESTERLY
 RU0594'DIRECTION TO A SADDLE AND END OF TRUCK TRAVEL.  STATION IS ABOUT 200
 RU0594'FT. S. OF SADDLE ON THE S. END OF A CLUSTER OF TOPS.
 RU0594'
 RU0594'STATION MARK - STANDARD TABLET SET IN TOP OF CONCRETE POST, STAMPED
 RU0594'---AGATE 1957---.
 RU0594'
 RU0594'REFERENCE MARKS - NONE.
 RU0594
 RU0594                          STATION RECOVERY (1971)
 RU0594
 RU0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LLS)
 RU0594'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO INTERVENING
 RU0594'BRUSH.
 RU0594'
 RU0594'THE STATION IS LOCATED SOUTH 57 DEGREES WEST, ABOUT 32 MILES FROM
 RU0594'FORSYTH, MONTANA, IN SECTION 16, TOWNSHIP 3 NORTH, RANGE 36 EAST.
 RU0594'
 RU0594'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 12 AT THE WEST
 RU0594'EDGE OF FORSYTH, MONTANA, GO WEST ALONG U.S. HIGHWAY 10 AND I-94,
 RU0594'21.6 MILES TO THE SARPY CREEK ROAD EXIT.  EXIT AND GO SOUTH ALONG
 RU0594'THE SARPY CREEK ROAD (STATE SECONDARY ROAD 415), 16.4 MILES TO A
 RU0594'ROAD JUNCTION RIGHT (WEST) AND SIGNS E. BURNT CREEK, AND TULLOCK
 RU0594'CREEK.  GO WEST 4.7 MILES TO A ROAD JUNCTION, GO LEFT (SOUTH)
 RU0594'1.3 MILES TO A DIM CROSSROADS ON THE CREST OF A HILL.  GO RIGHT
 RU0594'(WEST) FOLLOWING MEANDERING MAIN TRACK ROAD 1.6 MILES INTO A
 RU0594'NARROW SADDLE BETWEEN HILLS.  LEAVE ROAD AND FOLLOW DIM
 RU0594'TRACKS LEFT (WEST) ABOUT 600 FEET INTO A HIGHER SADDLE.  TURN
 RU0594'SHARP LEFT UP RIDGE.  STATION SITE IS AT SOUTH END OF
 RU0594'BLUFF ON HIGHEST GROUND.  STATION IS 7 FEET EAST OF A
 RU0594'USGS WITNESS SIGN BOLTED TO A METAL POST.
 RU0594'
 RU0594'STATION MARK--A USGS ALUMINUM TABLET SET IN THE TOP OF A 0.5 FOOT
 RU0594'SQUARE CONCRETE POST WHICH PROJECTS 0.6 FEET ABOVE GROUND.  THE
 RU0594'TABLET IS STAMPED AGATE 1957 ET 1971.
 RU0594'
 RU0594'REFERENCE MARK NO. 1--A BRONZE USGS TABLET CEMENTED IN A DRILL
 RU0594'HOLE IN A LARGE SANDSTONE OUTCROP PROJECTING ABOUT 1.5 FEET ABOVE
 RU0594'GROUND, STAMPED AGATE ET 1971 NO. 1.
 RU0594'
 RU0594'REFERENCE MARK NO. 2--A BRONZE USGS TABLET CEMENTED IN A DRILL
 RU0594'HOLE IN A LARGE SANDSTONE OUTCROP PROJECTING ABOUT 1.0 FEET.  THE
 RU0594'TABLET IS STAMPED AGATE ET 1971 NO. 2.
 RU0594'
 RU0594'STATION MASCHETAH USC AND GS 1934 IS VISIBLE FROM THE GROUND AT
 RU0594'THIS STATION AND WILL SERVE AS AN AZIMUTH MARK.  ALL OBSERVATIONS
 RU0594'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0810 ***********************************************************************
 TM0810  DESIGNATION -  AGAWAM
 TM0810  PID         -  TM0810
 TM0810  STATE/COUNTY-  MT/TETON
 TM0810  USGS QUAD   -  AGAWAM NORTH (1985)
 TM0810
 TM0810                         *CURRENT SURVEY CONTROL
 TM0810  ___________________________________________________________________
 TM0810* NAD 83(1992)-  48 04 08.27947(N)    112 08 06.24029(W)     ADJUSTED  
 TM0810* NAVD 88     -      1226.     (meters)    4022.     (feet)  SCALED    
 TM0810  ___________________________________________________________________
 TM0810  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 TM0810  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 TM0810
 TM0810  HORZ ORDER  -  FIRST
 TM0810
 TM0810.The horizontal coordinates were established by classical geodetic methods
 TM0810.and adjusted by the National Geodetic Survey in July 1992..
 TM0810
 TM0810.The orthometric height was scaled from a topographic map.
 TM0810
 TM0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0810
 TM0810.The geoid height was determined by GEOID03.
 TM0810
 TM0810;                    North         East     Units Scale Factor Converg.
 TM0810;SPC MT       -   427,662.524   403,742.264   MT  0.99956312   -1 55 39.2
 TM0810;SPC MT       - 1,403,092.27  1,324,613.73   iFT  0.99956312   -1 55 39.2
 TM0810;UTM  12      - 5,324,588.760   415,442.621   MT  0.99968785   -0 50 40.1
 TM0810
 TM0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0810!SPC MT       -   0.99981012  x   0.99956312  =   0.99937332
 TM0810!UTM  12      -   0.99981012  x   0.99968785  =   0.99949803
 TM0810
 TM0810|---------------------------------------------------------------------|
 TM0810| PID    Reference Object                     Distance      Geod. Az  |
 TM0810|                                                           dddmmss.s |
 TM0810| CN3850 AGAWAM RM 3                          10.436 METERS 05934     |
 TM0810| CN3849 AGAWAM RM 2                          18.686 METERS 16313     |
 TM0810| CN3848 AGAWAM AZ MK                                       1784524.1 |
 TM0810| CN3851 AGAWAM RM 4                           4.864 METERS 35845     |
 TM0810|---------------------------------------------------------------------|
 TM0810
 TM0810                          SUPERSEDED SURVEY CONTROL
 TM0810
 TM0810  NAD 83(1986)-  48 04 08.28669(N)    112 08 06.22101(W) AD(       ) 1
 TM0810  NAD 27      -  48 04 08.44500(N)    112 08 03.14000(W) AD(       ) 1
 TM0810
 TM0810.Superseded values are not recommended for survey control.
 TM0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0810.See file dsdata.txt to determine how the superseded data were derived.
 TM0810
 TM0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU1544324589(NAD 83)
 TM0810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0810
 TM0810  HISTORY     - Date     Condition        Report By
 TM0810  HISTORY     - 1940     MONUMENTED       CGS
 TM0810  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TM0810  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TM0810  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TM0810
 TM0810                          STATION DESCRIPTION
 TM0810
 TM0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 TM0810'STATION IS ON HIGH ROLLING FARM COUNTRY, ABOUT 11.5 MILES SW
 TM0810'OF CONRAD, 7.0 MILES E OF PENDROY, AND 5.5 MILES NNE OF AGAWAM
 TM0810'ON AN OLD ABANDONED FARM YARD THAT IS THE PROPERTY OF THE FIRST
 TM0810'NATIONAL BANK OF CONRAD.
 TM0810'
 TM0810'STATION, STAMPED AGAWAM 1940 PROJECTS ABOUT 6 INCHES ABOVE THE
 TM0810'GROUND.  IT IS 46.7 FEET W OF THE CENTER LINE OF GRAVEL ROAD,
 TM0810'19.7 FEET W OF FENCE, 6.2 FEET W OF GRAY REFERENCE POST, 63.6
 TM0810'FEET SE OF THE SE CORNER OF LOG CABIN, AND 18.0 FEET S OF THE
 TM0810'CENTER LINE OF DIRT ROAD.
 TM0810'
 TM0810'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TM0810'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A
 TM0810'AND 11A.
 TM0810'
 TM0810'REFERENCE MARK NO. 1, STAMPED AGAWAM NO. 1, 1940 PROJECTS ABOUT
 TM0810'6 INCHES ABOVE THE GROUND AT ABOUT THE SAME ELEVATION AS THE
 TM0810'STATION.  IT IS 1.1 FEET W OF FENCE, 34.7 FEET N OF THE
 TM0810'CENTER LINE OF DIRT ROAD, AND 28.6 FEET W OF THE CENTER LINE OF
 TM0810'GRAVEL ROAD.
 TM0810'
 TM0810'REFERENCE MARK NO. 2, STAMPED AGAWAM NO. 2, 1940 PROJECTS ABOUT
 TM0810'6 INCHES ABOVE THE GROUND AT ABOUT THE SAME ELEVATION AS THE
 TM0810'STATION.  IT IS 1.8 FEET W OF FENCE, 79.5 FEET S OF THE CENTER
 TM0810'LINE OF DIRT ROAD, AND 28.0 FEET W OF THE CENTER LINE OF GRAVEL
 TM0810'ROAD.
 TM0810'
 TM0810'AZIMUTH MARK, STAMPED AGAWAM 1940 PROJECTS ABOUT 6 INCHES ABOVE
 TM0810'THE GROUND.  IT IS 25.2 FEET E OF THE CENTER LINE OF GRAVEL ROAD,
 TM0810'1.2 FEET W OF FENCE, AND 3.0 FEET N OF A GRAY REFERENCE POST.
 TM0810'
 TM0810'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN AGAWAM
 TM0810'GO E 0.5 MILE TO T-ROAD.  TURN N AND GO 0.75 MILE ON GRADED
 TM0810'ROAD TO WHERE SIDE ROAD COMES IN FROM RIGHT, (E) AT AN
 TM0810'IRRIGATION DITCH.  CONTINUE STRAIGHT AHEAD, UPHILL, ON MAIN
 TM0810'ROAD FOR 2.7 MILES TO WHERE MAIN ROAD TURNS E.  TURN RIGHT,
 TM0810'(E) AND GO 1.0 MILE TO CROSS ROAD.  TURN LEFT, (N) AND GO 1.3
 TM0810'MILES TO AZIMUTH MARK ON THE E SIDE OF THE ROAD.  AZIMUTH
 TM0810'MARK IS ON TOP OF SMALL HILL 0.3 MILE N OF A WHITE SCHOOL.
 TM0810'FROM AZIMUTH MARK CONTINUE N 0.5 MILE TO STATION ON THE W
 TM0810'SIDE OF ROAD.
 TM0810
 TM0810                          STATION RECOVERY (1965)
 TM0810
 TM0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EB)
 TM0810'STATION FOUND IN GOOD CONDITION.  R.M. 1 SEARCHED FOR BUT NOT
 TM0810'FOUND.  R.M. 2 FOUND IN GOOD CONDITION, E SIDE OF CONCRETE
 TM0810'EXPOSED DOWN 1.7 FEET.  AZIMUTH MARK FOUND IN GOOD CONDITION,
 TM0810'W SIDE OF CONCRETE EXPOSED DOWN 1.9 FT.
 TM0810'
 TM0810'WITH THE FENCES REMOVED, FARMING OPERATIONS HAVE BEEN EXTENDED
 TM0810'OUTWARD TO NEAR THE EDGE OF N-S ROAD, WITH THE STATION MARK NOW
 TM0810'1.5 FEET E OF THE EDGE OF CULTIVATED FIELD.
 TM0810'
 TM0810'THE LOG CABIN HAS BEEN REMOVED AND TRACES OF THE DIRT ROAD
 TM0810'HAS BEEN ERASED DUE TO FARMING OPERATIONS.  THE GRAY POST IS
 TM0810'APPARENTLY BROKEN OFF 3 INCHES BELOW TOP OF GROUND.  THE
 TM0810'WHITE HOUSE HAS BEEN REMOVED.
 TM0810
 TM0810                          STATION RECOVERY (1965)
 TM0810
 TM0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 TM0810'*NOTE--REFERENCE MARK NO. 4 WAS SET ON LINE SO THE AZIMUTH
 TM0810'FROM R.M. 4 TO THE AZIMUTH MARK WOULD BE THE SAME AS FROM AGAWAM
 TM0810'1940 TO THE AZIMUTH MARK.
 TM0810'
 TM0810'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 TM0810'WERE RECOVERED.  THE ROAD HAD BEEN WIDENED, LEAVING THE SIDES
 TM0810'OF REFERENCE MARK NO. 2 AND THE AZIMUTH MARK BARED AND IN DANGER
 TM0810'OF TOPPLING INTO THE DITCH.  THE DITCH HAD BEEN PARTIALLY REFILLED
 TM0810'TO PROTECT THE MARKERS BY MR. BEAULIEU, AN INTERESTED ENGINEER,
 TM0810'PRIOR TO MY VISITING THE STATION.  THE STATION IS IN DANGER
 TM0810'OF DESTRUCTION AT ANY TIME BY FARM MACHINERY.  REFERENCE MARKS
 TM0810'3 AND 4 WERE ESTABLISHED AND PRECAUTIONS TAKEN TO ASSURE THE
 TM0810'ACCURACY OF THE MEASUREMENTS AND DIRECTIONS TO THESE MARKS
 TM0810'SO EITHER MAY SERVE AS A STATION MARK.
 TM0810'
 TM0810'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 91 AND
 TM0810'STATE HIGHWAY 219 IN CONRAD, GO SOUTHERLY ON STATE HIGHWAY 219
 TM0810'FOR 7.4 MILES TO THE END OF THE BLACKTOP, CONTINUE STRAIGHT
 TM0810'AHEAD 1.7 MILES TO A POINT WHERE THE ROAD CURVES WEST.  CONTINUE
 TM0810'WEST ON THE MAIN ROAD FOR 1.6 MILES TO A SIDE ROAD LEFT, TURN
 TM0810'LEFT AND GO SOUTH 0.25 MILE TO THE STATION ON THE RIGHT.
 TM0810'
 TM0810'THE STATION MARK IS 1334 FEET SOUTH OF THE CENTER OF THE
 TM0810'EAST-WEST GRAVEL ROAD, AND 47 FEET WEST OF THE CENTER OF THE
 TM0810'NORTH-SOUTH ROAD.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF
 TM0810'THE MARK.
 TM0810'
 TM0810'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTER OF THE ROAD
 TM0810'AND ON THE WEST EDGE OF THE DITCH.
 TM0810'
 TM0810'REFERENCE MARK NO. 3, STAMPED AGAWAM NO. 3 1940, IS A STANDARD
 TM0810'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TM0810'1318 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 18 FEET
 TM0810'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD AND AT THE BOTTOM
 TM0810'OF THE SLOPE TO THE DITCH.
 TM0810'
 TM0810'REFERENCE MARK NO. 4, STAMPED AGAWAM NO. 4 1940, IS A STANDARD
 TM0810'DISK SET IN A 12-INCH SQUARE CONCRETE POST 12 INCHES BELOW
 TM0810'THE SURFACE OF THE GROUND.  IT IS 47 FEET WEST OF THE CENTER
 TM0810'OF THE ROAD.
 TM0810'
 TM0810'AZIMUTH MARK IS ON A SMALL KNOLL, AT THE SOUTH EDGE OF A FIELD
 TM0810'ENTRANCE, 27 FEET EAST OF THE CENTER OF THE ROAD, 18 FEET SOUTH
 TM0810'OF THE CENTER OF THE FIELD ENTRANCE AND 0.6 MILE SOUTH OF
 TM0810'THE STATION.  A METAL WITNESS POST WAS SET 2 FEET SOUTH OF
 TM0810'THE MARK.
 TM0810'
 TM0810'*NOTE--A COMPARISON OF THE ANGLE BETWEEN THE AZIMUTH MARK
 TM0810'AND THE CENTER OF THE AGAWAM GRAIN ELEVATOR MISSED BY 22
 TM0810'SECONDS.  IT IS BELIEVED THE DESCREPANCY IS CAUSED BY THE
 TM0810'CENTER OF AN ELEVATOR BEING A RATHER LARGE TARGET, BUT THE
 TM0810'POSSIBILITY OF THE AZIMUTH MARK BEING MOVED SHOULD NOT BE
 TM0810'OVERLOOKED IF EXTENSIVE SURVEYS ARE UNDERTAKEN FROM THE STATION.
 TM0810
 TM0810                          STATION RECOVERY (1974)
 TM0810
 TM0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TM0810'STATION FOUND IN GOOD CONDITION, HOWEVER, THE FARM OPERATIONS
 TM0810'THREATEN THE STATION.  REFERENCE MARKS--NO. 1 IS DESTROYED, NO.
 TM0810'2 IS IN DANGER OF BEING DESTROYED, NO. 3 WAS SEARCHED FOR BUT
 TM0810'NOT FOUND, NO. 4 WAS NOT DUG FOR BUT THE AREA HAS NOT BEEN
 TM0810'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0962 ***********************************************************************
 SU0962  DESIGNATION -  AGENCY
 SU0962  PID         -  SU0962
 SU0962  STATE/COUNTY-  MT/SANDERS
 SU0962  USGS QUAD   -  MC DONALD (1964)
 SU0962
 SU0962                         *CURRENT SURVEY CONTROL
 SU0962  ___________________________________________________________________
 SU0962* NAD 83(1992)-  47 22 18.63759(N)    114 24 20.12703(W)     ADJUSTED  
 SU0962* NAVD 88     -      1684.2    (meters)    5526.     (feet)  VERTCON   
 SU0962  ___________________________________________________________________
 SU0962  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 SU0962  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 SU0962
 SU0962  HORZ ORDER  -  FIRST
 SU0962
 SU0962.The horizontal coordinates were established by classical geodetic methods
 SU0962.and adjusted by the National Geodetic Survey in July 1992..
 SU0962
 SU0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU0962
 SU0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0962
 SU0962.The geoid height was determined by GEOID03.
 SU0962
 SU0962;                    North         East     Units Scale Factor Converg.
 SU0962;SPC MT       -   358,483.879   229,956.578   MT  0.99941226   -3 35 18.5
 SU0962;SPC MT       - 1,176,128.21    754,450.72   iFT  0.99941226   -3 35 18.5
 SU0962;UTM  11      - 5,249,750.888   695,863.387   MT  1.00007147   +1 54 34.1
 SU0962
 SU0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0962!SPC MT       -   0.99973848  x   0.99941226  =   0.99915090
 SU0962!UTM  11      -   0.99973848  x   1.00007147  =   0.99980993
 SU0962
 SU0962|---------------------------------------------------------------------|
 SU0962| PID    Reference Object                     Distance      Geod. Az  |
 SU0962|                                                           dddmmss.s |
 SU0962| CH6306 AGENCY RM 1                          21.106 METERS 04659     |
 SU0962| CH6305 AGENCY AZ MK                                       2005136.2 |
 SU0962| CH6307 AGENCY RM 2                          24.795 METERS 33134     |
 SU0962|---------------------------------------------------------------------|
 SU0962
 SU0962                          SUPERSEDED SURVEY CONTROL
 SU0962
 SU0962  NAD 83(1986)-  47 22 18.64659(N)    114 24 20.11510(W) AD(       ) 1
 SU0962  NAD 27      -  47 22 18.89174(N)    114 24 16.68682(W) AD(       ) 1
 SU0962  NGVD 29 (07/19/86) 1683.1    (m)         5522.     (f) VERT ANG       
 SU0962
 SU0962.Superseded values are not recommended for survey control.
 SU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0962.See file dsdata.txt to determine how the superseded data were derived.
 SU0962
 SU0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN9586349751(NAD 83)
 SU0962_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0962_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SU0962
 SU0962  HISTORY     - Date     Condition        Report By
 SU0962  HISTORY     - 1968     MONUMENTED       CGS
 SU0962  HISTORY     - 1981     GOOD             BPA
 SU0962
 SU0962                          STATION DESCRIPTION
 SU0962
 SU0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SU0962'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF PERMA, 6
 SU0962'MILES NORTHWEST OF DIXON AND ON THE FLATHEAD INDIAN RESERVATION.
 SU0962'
 SU0962'TO REACH THE STATION FROM THE POST OFFICE IN PERMA, GO EAST ON
 SU0962'U.S. HIGHWAY 10 A AND MONTANA STATE HIGHWAY 200 FOR 0.35 MILE TO
 SU0962'THE JUNCTION OF MONTANA STATE HIGHWAY 382.  (CONTINUE AHEAD ON
 SU0962'U.S. HIGHWAY 10 A FOR 7.6 MILES TO THE AZIMUTH MARK ON THE LEFT.)
 SU0962'TURN LEFT AND GO NORTH ON MONTANA STATE HIGHWAY 382 CROSSING THE
 SU0962'FLATHEAD RIVER FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 SU0962'EASTERLY ON THE GRADED ROAD FOR 3.05 MILES TO A RANCH HOUSE ON
 SU0962'THE LEFT AND LARGE CORRALS.  CONTINUE AHEAD ON THE MAIN TRAVELED
 SU0962'ROAD FOR 2.05 MILES TO A POLE GATE.  PASS THROUGH THE GATE AND
 SU0962'CONTINUE AHEAD ON THE MAIN ROAD, PASSING THROUGH TWO GATES FOR
 SU0962'3.15 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHERLY FOR
 SU0962'1.7 MILES TO A WIRE GATE, AT THE TOP OF A RIDGE.  PASS THROUGH
 SU0962'THE GATE AND CONTINUE AHEAD ON THE MAIN ROAD FOR 1.4 MILES TO
 SU0962'A REVERSE FORK.  CONTINUE AHEAD ON THE MAIN ROAD FOR 0.15
 SU0962'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 SU0962'AHEAD ON THE MAIN ROAD FOR 0.65 MILE TO A GATE.  PASS THROUGH THE
 SU0962'GATE AND CONTINUE AHEAD FOR 0.6 MILE TO A REVERSE FORK AT THE
 SU0962'TOP OF A RIDGE.  TURN SHARP LEFT AND GO NORTHWEST UP STEEP SLOPE
 SU0962'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 SU0962'
 SU0962'THE STATION MARK IS A STANDARD DISK STAMPED AGENCY 1968, SET IN
 SU0962'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 SU0962'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 3 FEET NORTH
 SU0962'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SU0962'
 SU0962'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AGENCY NO 1 1968,
 SU0962'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH ABOVE THE
 SU0962'GROUND SURFACE.  IT IS 72 FEET NORTHEAST OF THE METAL WITNESS POST
 SU0962'WITH SIGN ATTACHED AND ABOUT 3 FEET HIGHER THAN THE STATION.
 SU0962'
 SU0962'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AGENCY NO 2 1968,
 SU0962'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES ABOVE
 SU0962'THE GROUND SURFACE.  IT IS 84 FEET NORTHWEST OF THE METAL WITNESS
 SU0962'POST WITH SIGN ATTACHED AND ABOUT 2 FEET HIGHER THAN THE STATION.
 SU0962'
 SU0962'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AGENCY 1968, CEMENTED
 SU0962'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 84 FEET NORTH OF THE
 SU0962'CENTER OF U.S. HIGHWAY 10 A, 24 FEET NORTH OF A 12-INCH PINE TREE,
 SU0962'11-1/2 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 SU0962'6 FEET HIGHER THAN THE ROAD.
 SU0962
 SU0962                          STATION RECOVERY (1981)
 SU0962
 SU0962'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1981 (M)
 SU0962'AGENCY FOUND AS DESCRIBED.
 SU0962'
 SU0962'R.M. NO. 1 FOUND AS DESCRIBED.
 SU0962'
 SU0962'R. M. NO. 2 FOUND AS DESCRIBED.
 SU0962'
 SU0962'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES N.W. OF DIXON
 SU0962'MONTANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0449 ***********************************************************************
 QV0449  DESIGNATION -  AGENCY
 QV0449  PID         -  QV0449
 QV0449  STATE/COUNTY-  MT/BIG HORN
 QV0449  USGS QUAD   -  HARDIN (1980)
 QV0449
 QV0449                         *CURRENT SURVEY CONTROL
 QV0449  ___________________________________________________________________
 QV0449* NAD 83(1992)-  45 39 07.46338(N)    107 36 25.63654(W)     ADJUSTED  
 QV0449* NAVD 88     -      1007.     (meters)    3304.     (feet)  SCALED    
 QV0449  ___________________________________________________________________
 QV0449  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 QV0449  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 QV0449
 QV0449  HORZ ORDER  -  THIRD
 QV0449
 QV0449.The horizontal coordinates were established by classical geodetic methods
 QV0449.and adjusted by the National Geodetic Survey in July 1992..
 QV0449
 QV0449.The orthometric height was scaled from a topographic map.
 QV0449
 QV0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0449
 QV0449.The geoid height was determined by GEOID03.
 QV0449
 QV0449;                    North         East     Units Scale Factor Converg.
 QV0449;SPC MT       -   157,604.078   747,482.083   MT  0.99967123   +1 23 04.7
 QV0449;SPC MT       -   517,073.75  2,452,369.04   iFT  0.99967123   +1 23 04.7
 QV0449;UTM  13      - 5,058,697.711   296,864.507   MT  1.00010734   -1 51 54.0
 QV0449
 QV0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0449!SPC MT       -   0.99984447  x   0.99967123  =   0.99951575
 QV0449!UTM  13      -   0.99984447  x   1.00010734  =   0.99995179
 QV0449
 QV0449                          SUPERSEDED SURVEY CONTROL
 QV0449
 QV0449  NAD 83(1986)-  45 39 07.46127(N)    107 36 25.62449(W) AD(       ) 3
 QV0449
 QV0449.Superseded values are not recommended for survey control.
 QV0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0449.See file dsdata.txt to determine how the superseded data were derived.
 QV0449
 QV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL9686558698(NAD 83)
 QV0449_MARKER: P = PIPE CAP
 QV0449_SETTING: 0 = UNSPECIFIED SETTING
 QV0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0449
 QV0449  HISTORY     - Date     Condition        Report By
 QV0449  HISTORY     - 1950     MONUMENTED       USGS
 QV0449
 QV0449                          STATION DESCRIPTION
 QV0449
 QV0449'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QV0449'STATION IS IN NW. 1/4, SE. 1/4 SEC. 14, T 2 S, R 33 E.
 QV0449'
 QV0449'BEGINNING AT U.S. POST OFFICE, CROW AGENCY, MONTANA, TRAVEL N. ON
 QV0449'U.S. HIGHWAY 87 0.45 MI. TO CROSSROADS, THENCE LEFT
 QV0449'ON COUNTY RD., TRAVEL W. 5.6 MI. TO TOP OF THE DIVIDE, THENCE RIGHT,
 QV0449'FOLLOW N. ALONG DIVIDE ON RD. 2.6 MI. TO RD. FORK, THENCE LEFT,
 QV0449'TRAVEL NW. 0.9 MI. TO A GATE AND A RD. FORK, THROUGH GATE, FOLLOW
 QV0449'LEFT FORK ALONG FENCE 0.35 MI. TO STATION ON POINT OF RIDGE 300
 QV0449'FT. N. OF E-W. FENCE.
 QV0449'
 QV0449'STATION MARK - - BRASS CAP ON 2 IN. PIPE STAMPED---AGENCY---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0568 ***********************************************************************
 QY0568  DESIGNATION -  AGNES
 QY0568  PID         -  QY0568
 QY0568  STATE/COUNTY-  MT/BEAVERHEAD
 QY0568  USGS QUAD   -  STORM PEAK (1988)
 QY0568
 QY0568                         *CURRENT SURVEY CONTROL
 QY0568  ___________________________________________________________________
 QY0568* NAD 83(1992)-  45 30 59.09576(N)    112 51 34.86350(W)     ADJUSTED  
 QY0568* NAVD 88     -      2556.0    (meters)    8386.     (feet)  VERTCON   
 QY0568  ___________________________________________________________________
 QY0568  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 QY0568  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 QY0568
 QY0568  HORZ ORDER  -  THIRD
 QY0568
 QY0568.The horizontal coordinates were established by classical geodetic methods
 QY0568.and adjusted by the National Geodetic Survey in July 1992..
 QY0568
 QY0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0568
 QY0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0568
 QY0568.The geoid height was determined by GEOID03.
 QY0568
 QY0568;                    North         East     Units Scale Factor Converg.
 QY0568;SPC MT       -   146,376.631   337,641.428   MT  0.99972929   -2 27 27.4
 QY0568;SPC MT       -   480,238.29  1,107,747.47   iFT  0.99972929   -2 27 27.4
 QY0568;UTM  12      - 5,042,002.269   354,751.463   MT  0.99985939   -1 19 37.3
 QY0568
 QY0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0568!SPC MT       -   0.99960125  x   0.99972929  =   0.99933065
 QY0568!UTM  12      -   0.99960125  x   0.99985939  =   0.99946070
 QY0568
 QY0568:                Primary Azimuth Mark                     Grid Az
 QY0568:SPC MT       -  SUGARLOAF                                106 32 59.7
 QY0568:UTM  12      -  SUGARLOAF                                105 25 09.6
 QY0568
 QY0568|---------------------------------------------------------------------|
 QY0568| PID    Reference Object                     Distance      Geod. Az  |
 QY0568|                                                           dddmmss.s |
 QY0568| QY0567 SUGARLOAF                           APPROX. 3.4 KM 1040532.3 |
 QY0568|---------------------------------------------------------------------|
 QY0568
 QY0568                          SUPERSEDED SURVEY CONTROL
 QY0568
 QY0568  NAD 83(1986)-  45 30 59.09551(N)    112 51 34.86196(W) AD(       ) 3
 QY0568  NAD 27      -  45 30 59.36282(N)    112 51 31.75679(W) AD(       ) 3
 QY0568  NGVD 29 (07/19/86) 2554.5    (m)         8381.     (f) VERT ANG       
 QY0568
 QY0568.Superseded values are not recommended for survey control.
 QY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0568.See file dsdata.txt to determine how the superseded data were derived.
 QY0568
 QY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5475142002(NAD 83)
 QY0568_MARKER: DD = SURVEY DISK
 QY0568_SETTING: 80 = SET IN A BOULDER
 QY0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0568+STABILITY: SURFACE MOTION
 QY0568
 QY0568  HISTORY     - Date     Condition        Report By
 QY0568  HISTORY     - 1950     MONUMENTED       USGS
 QY0568
 QY0568                          STATION DESCRIPTION
 QY0568
 QY0568'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0568'STATION IS LOCATED IN BEAVERHEAD COUNTY, MONTANA, SEC. 5, T 4 S,
 QY0568'R 10 W.
 QY0568'
 QY0568'TO REACH FROM THE POST OFFICE AT GLEN, MONTANA, PROCEED N. ON U.S.
 QY0568'HIGHWAY 91 FOR 3.4 MI.  THENCE LEFT (W.) ON GRADED RD. CROSS
 QY0568'RAILROAD TRACKS 0.2 MI. TO FORK, THENCE RIGHT (NW.) 0.6 MI. TO FORK
 QY0568'AT SIGN --BROWNS LAKE, ROCK CREEK--.  THENCE LEFT UP ROCK CREEK RD.
 QY0568'1.3 MI. TO FORK AT TWO CATTLEGUARDS.  THENCE RIGHT (W.) ON MAIN
 QY0568'TRAVELED RD. 5.4 MI. TO N. EDGE BROWNS LAKE.  THENCE STRAIGHT AHEAD
 QY0568'MAIN TRAVELED RD. 2.2 MI. TO ABANDONED MINE TO RIGHT OF RD., THENCE
 QY0568'STRAIGHT AHEAD W. 0.2 MI. TO FORK.  THENCE LEFT LEAVING MAIN RD. 0.3
 QY0568'MI. TO END OF CAR TRAVELED.  THENCE PACK SE. UP STEEP TIMBERED RIDGE
 QY0568'RUNNING E-W. FOR 1.5 HOUR.  STATION IS LOCATED ON THE HIGHEST POINT
 QY0568'IN THAT VICINITY OVERLOOKING LAKE AGNES TO THE SE.
 QY0568'
 QY0568'NOTE--SEVERAL TREES WERE CUT DOWN NEAR THE STATION.
 QY0568'
 QY0568'STATION MARK--STANDARD USGS TABLET SET IN A LARGE FLAT BOULDER
 QY0568'STAMPED ---W-AGNES 1950---.
 QY0568'
 QY0568'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0587 ***********************************************************************
 RU0587  FBN         -  This is a Federal Base Network Control Station.
 RU0587  DESIGNATION -  AHLES
 RU0587  PID         -  RU0587
 RU0587  STATE/COUNTY-  MT/ROSEBUD
 RU0587  USGS QUAD   -  VANANDA (1983)
 RU0587
 RU0587                         *CURRENT SURVEY CONTROL
 RU0587  ___________________________________________________________________
 RU0587* NAD 83(1999)-  46 29 08.31506(N)    107 01 37.96450(W)     ADJUSTED  
 RU0587* NAVD 88     -       949.8    (meters)    3116.     (feet)  GPS OBS   
 RU0587  ___________________________________________________________________
 RU0587  X           -  -1,288,426.137 (meters)                     COMP
 RU0587  Y           -  -4,207,104.434 (meters)                     COMP
 RU0587  Z           -   4,603,259.665 (meters)                     COMP
 RU0587  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 RU0587  ELLIP HEIGHT-         934.88  (meters)          (10/12/00) GPS OBS
 RU0587  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 RU0587
 RU0587  HORZ ORDER  -  A
 RU0587  ELLP ORDER  -  THIRD     CLASS I
 RU0587
 RU0587.The horizontal coordinates were established by GPS observations
 RU0587.and adjusted by the National Geodetic Survey in October 2000..
 RU0587.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RU0587.DATUM ITEM on the data sheet items page.
 RU0587
 RU0587.The orthometric height was determined by GPS observations and a
 RU0587.high-resolution geoid model.
 RU0587
 RU0587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RU0587
 RU0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0587
 RU0587.The ellipsoidal height was determined by GPS observations
 RU0587.and is referenced to NAD 83.
 RU0587
 RU0587.The geoid height was determined by GEOID03.
 RU0587
 RU0587;                    North         East     Units Scale Factor Converg.
 RU0587;SPC MT       -   251,427.567   789,728.684   MT  0.99943464   +1 48 31.9
 RU0587;SPC MT       -   824,893.59  2,590,973.37   iFT  0.99943464   +1 48 31.9
 RU0587;UTM  13      - 5,150,004.615   344,408.870   MT  0.99989758   -1 28 13.6
 RU0587
 RU0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0587!SPC MT       -   0.99985347  x   0.99943464  =   0.99928819
 RU0587!UTM  13      -   0.99985347  x   0.99989758  =   0.99975107
 RU0587
 RU0587|---------------------------------------------------------------------|
 RU0587| PID    Reference Object                     Distance      Geod. Az  |
 RU0587|                                                           dddmmss.s |
 RU0587| CQ4489 AHLES RM 1                           18.829 METERS 16202     |
 RU0587| RU0588 VANANDA                             APPROX.10.4 KM 2043304.5 |
 RU0587| CQ4490 AHLES RM 2                           15.843 METERS 25407     |
 RU0587|---------------------------------------------------------------------|
 RU0587
 RU0587                          SUPERSEDED SURVEY CONTROL
 RU0587
 RU0587  NAD 83(1992)-  46 29 08.31425(N)    107 01 37.96382(W) AD(       ) B
 RU0587  ELLIP H (05/15/92)  934.96   (m)                       GP(       ) 4 2
 RU0587  NAD 83(1986)-  46 29 08.30744(N)    107 01 37.93561(W) AD(       ) 1
 RU0587  NAD 27      -  46 29 08.34600(N)    107 01 35.72900(W) AD(       ) 1
 RU0587  NGVD 29 (07/19/86)  949.15   (m)         3114.0    (f) LEVELING    3  
 RU0587
 RU0587.Superseded values are not recommended for survey control.
 RU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0587.See file dsdata.txt to determine how the superseded data were derived.
 RU0587
 RU0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM4440950005(NAD 83)
 RU0587_MARKER: DS = TRIANGULATION STATION DISK
 RU0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0587_SP_SET: CONCRETE POST
 RU0587_STAMPING: AHLES 1934
 RU0587_MARK LOGO: CGS   
 RU0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0587+STABILITY: SURFACE MOTION
 RU0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0587+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999
 RU0587
 RU0587  HISTORY     - Date     Condition        Report By
 RU0587  HISTORY     - 1934     MONUMENTED       CGS
 RU0587  HISTORY     - 1934     GOOD             CGS
 RU0587  HISTORY     - 1957     GOOD             USGS
 RU0587  HISTORY     - 1965     GOOD             CGS
 RU0587  HISTORY     - 1971     GOOD             USGS
 RU0587  HISTORY     - 19910830 GOOD             NGS
 RU0587  HISTORY     - 19941106 GOOD             MTDOT
 RU0587  HISTORY     - 19950217 GOOD             MTDH
 RU0587  HISTORY     - 19990630 GOOD             NGS
 RU0587
 RU0587                          STATION DESCRIPTION
 RU0587
 RU0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0587'STATION IS LOCATED ON THE HIGH BLUFFS ON THE SOUTH SIDE OF THE
 RU0587'BIG PORCUPINE, AT THE POINT FARTHEST TO THE NORTHEAST AND IS
 RU0587'PROMINENT FOR MANY MILES IN ALL DIRECTIONS.  ABOUT 16 MILES,
 RU0587'AIRLINE, EAST-SOUTHEAST OF THE TOWN OF INGOMAR AND ABOUT 6 MILES
 RU0587'EAST OF RAILROAD STATION AHLES A FLAG STATION ON THE CHICAGO,
 RU0587'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT ITS INTERSECTION
 RU0587'WITH THE INGOMAR-FORSYTHE ROAD.
 RU0587'
 RU0587'TO REACH FROM THE AHLES RAILROAD STATION, GO NORTHEAST ON TRACK
 RU0587'ROAD THAT PASSES LEFT OF AN OLD SQUARE-FRONT BARN THAT FACES THE
 RU0587'STATION 2.0 MILES AND TAKE THE RIGHT FORK (EAST) GOING 4.6
 RU0587'MILES, THE ROAD TURNS SOUTH AT THIS POINT, CONTINUE STRAIGHT
 RU0587'AHEAD OFF THE GRADED ROAD TO A GATE ABOUT 100 YARDS FROM THE
 RU0587'ROAD, TURN LEFT THROUGH THE GATE AND TO THE LEFT OF AN OLD
 RU0587'HOUSE, FROM THE HOUSE BEAR TO THE NORTHEAST FOR 0.3 MILE TO THE
 RU0587'HIGHEST POINT AND TO THE STATION.
 RU0587'
 RU0587'STATION MARK IS LOCATED ABOUT 20 FEET SOUTH OF THE RIM AND NORTH
 RU0587'OF A ROW OF FENCE POSTS THAT PARALLEL THE RIM.
 RU0587'
 RU0587'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RU0587'DISKS SET IN CONCRETE POST.
 RU0587
 RU0587                          STATION RECOVERY (1934)
 RU0587
 RU0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RU0587'RECOVERED IN GOOD CONDITION.
 RU0587
 RU0587                          STATION RECOVERY (1957)
 RU0587
 RU0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RU0587'STATION RECOVERED IN GOOD CONDITION.
 RU0587'
 RU0587'TO REACH FROM THE VANANDA RAILROAD STATION, GO NORTH 4.5 MILES
 RU0587'ON THE MAIN GRADED ROAD TO ROAD JUNCTION, TAKE LEFT FORK, WEST,
 RU0587'1.0 MILES TO JUNCTION, TAKE RIGHT FORK, NORTH, 2.0 MILES TO
 RU0587'TURN LEFT, GO CROSS COUNTRY FROM THIS POINT 0.2 MILE NE TO HIGH
 RU0587'POINT OF RIDGE AND STATION.
 RU0587
 RU0587                          STATION RECOVERY (1965)
 RU0587
 RU0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CA)
 RU0587'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 RU0587'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 RU0587'DESCRIPTION TO REACH THE STATION FOLLOWS.
 RU0587'
 RU0587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10, 12
 RU0587'AND STATE HIGHWAY 312 IN FORSYTH, GO WESTERLY ON U.S. HIGHWAY 12
 RU0587'FOR 18.6 MILES TO A T-ROAD RIGHT AND THE VANANDA RAILROAD STATION
 RU0587'ON THE LEFT.  TURN RIGHT AND GO NORTHERLY ON A GRAVEL ROAD FOR
 RU0587'2.7 MILES TO A RIGHT FORK AND A CATTLE GUARD.  CONTINUE NORTHERLY
 RU0587'ON THE MAIN ROAD FOR 3.35 MILES TO A LEFT FORK AND WHERE THE
 RU0587'MAIN ROAD CONTINUE DOWN A STEEP GRADE.  TURN LEFT AND GO 0.05
 RU0587'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY ON
 RU0587'A DIRT ROAD FOR 0.7 MILE TO A REVERSE FORK.  CONTINUE
 RU0587'NORTHERLY ON THE DIRT ROAD FOR 1.0 MILE TO A RIGHT FORK AND A
 RU0587'CATTLE GUARD.  TURN RIGHT AND GO EASTERLY ON A BLADED DIRT ROAD
 RU0587'FOR 0.5 MILE TO WHERE THE ROAD TURNS RIGHT AND A GATE ON THE
 RU0587'LEFT.  TURN RIGHT AND GO SOUTHERLY ON THE BLADED DIRT ROAD FOR
 RU0587'0.85 MILE TO THE STATION ON THE LEFT.
 RU0587
 RU0587                          STATION RECOVERY (1971)
 RU0587
 RU0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (LLS)
 RU0587'THE STATION IS LOCATED NORTH 9 DEGREES WEST, ABOUT 6.5 MILES
 RU0587'AIRLINE DISTANCE FROM VANANDA, MONTANA, NEAR THE NORTH EDGE OF A
 RU0587'BLUFF IN SECTION 35, TOWNSHIP 9 NORTH, RANGE 37 EAST.
 RU0587'
 RU0587'TO REACH FROM VANANDA, MONTANA, GO NORTH 5.9 MILES ALONG MAIN
 RU0587'TRAVELED ROAD TO JUNCTION OF TRACK ROAD LEFT AT POINT WHERE MAIN
 RU0587'ROAD GOES OVER THE EDGE OF THE BLUFF.  TURN LEFT, NORTHWEST,
 RU0587'ON TRACK ROAD 1.2 MILES, FOLLOWING CREST OF RIDGE TO A SHARP
 RU0587'BEND WEST IN ROAD.  LEAVE ROAD AND PROCEED NORTH 0.3 MILE
 RU0587'FOLLOWING AN ABANDONED FIELD LINE TO A TRAIL ALONG SOUTH SIDE OF
 RU0587'FENCE.  TURN RIGHT SOUTHEAST AND FOLLOW TRAIL 0.2 MILE TO
 RU0587'STATION SITE.  THE STATION IS ABOUT 60 FEET SOUTH OF THE NORTH
 RU0587'EDGE OF THE BLUFF, 24 FEET NORTHEAST OF A NORTHWEST-SOUTHEAST
 RU0587'FENCE AND 8 FEET SOUTH OF A USC AND GS WITNESS SIGN ATTACHED
 RU0587'TO A METAL POST.
 RU0587'
 RU0587'THE STATION AND REFERENCE MARKS ARE USC AND GS BRONZE DISKS SET IN
 RU0587'THE TOP OF SQUARE CONCRETE POSTS PROJECTING 0.3 FEET.
 RU0587'
 RU0587'STATION MARK--THE DISK IS STAMPED AHLES 1934.
 RU0587'
 RU0587'REFERENCE MARK NO. 1--THE DISK IS STAMPED AHLES NO. 1 1934.
 RU0587'
 RU0587'REFERENCE MARK NO. 2--THE DISK IS STAMPED AHLES NO. 2 1934.
 RU0587'
 RU0587'STATION VANANDA 1957 ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 RU0587'STATION AND WILL SERVE AS AZIMUTH MARK.  ALL OBSERVATIONS MADE
 RU0587'FROM A STANDARD TRIPOD.
 RU0587
 RU0587                          STATION RECOVERY (1991)
 RU0587
 RU0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RU0587'THE STATION IS LOCATED ABOUT 43 KM (26.7 MI) NORTHWEST OF FORSYTH, 13
 RU0587'KM (8.1 MI) NORTH OF U.S. HIGHWAY 12 AND ON THE NORTHEAST MOST POINT
 RU0587'OF A BLUFF.  THE OWNER WAS NOT FOUND, BUT THE PROPERTY IS THOUGHT TO
 RU0587'BE OWNED BY THE COUNTY.
 RU0587'TO REACH THE STATION FROM THE WEST EXIT OF INTERSTATE HIGHWAY 94 AND
 RU0587'U.S. HIGHWAY 12, IN FORSYTH, GO NORTHWEST ON HIGHWAY 12 FOR 30.2 KM
 RU0587'(18.8 MI) TO A GRAVEL ROAD ON THE RIGHT (ABOUT 1.1 KM (0.7 MI)
 RU0587'NORTHWEST OF MILE MARKER 253) AT THE TOWN OF VANANDA.  TURN RIGHT AND
 RU0587'GO NORTH ON PORCUPINE CREEK ROAD FOR 9.6 KM (6.0 MI) TO A FORK, WHERE
 RU0587'THE MAIN ROAD GOES DOWN INTO A CANYON.  TAKE THE LEFT FORK ON A FIELD
 RU0587'ROAD AND GO NORTHWEST FOR 0.08 KM (0.05 MI) TO A WIRE GATE.  PASS
 RU0587'THRU THE GATE AND GO NORTHWEST ON A TRACK ROAD FOR 1.12 KM (0.70 MI)
 RU0587'TO A REVERSE FORK.  CONTINUE NORTHWEST ON THE ROAD FOR 0.72 KM
 RU0587'(0.45 MI) TO A FORK WITH A VERY DIM TRACK ROAD ON THE RIGHT AND A
 RU0587'FENCE CORNER ON THE LEFT.  BEAR RIGHT AND GO NORTHEAST ACROSS THE
 RU0587'FIELD FOR 0.64 KM (0.40 MI) TO A FENCE AND THE STATION, OVER THE
 RU0587'FENCE.
 RU0587'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RU0587'LOCATED 15.24 M (50.00 FT) SOUTH OF THE EDGE OF THE RIM, 7.0 M
 RU0587'(23.0 FT) NORTH OF THE FENCE AND 2.4 M (7.9 FT) SOUTHWEST OF A METAL
 RU0587'WITNESS POST.
 RU0587
 RU0587                          STATION RECOVERY (1994)
 RU0587
 RU0587'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 RU0587'RECOVERED AS DESCRIBED.
 RU0587
 RU0587                          STATION RECOVERY (1995)
 RU0587
 RU0587'RECOVERY NOTE BY MONTANA DEPARTMENT OF HIGHWAYS 1995 (DRD)
 RU0587'RECOVERED AS DESCRIBED.
 RU0587
 RU0587                          STATION RECOVERY (1999)
 RU0587
 RU0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 RU0587'THE STATION IS LOCATED ABOUT 43 KM (26.70 MI) NORTHWEST OF FORSYTH,
 RU0587'14.48 KM (9.00 MI) NORTH OF THE GHOST TOWN OF VANANDA, ON THE NORTH
 RU0587'RIM OF A LARGE BLUFF.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM
 RU0587'THE NORTH END OF THE STATE HIGHWAY 12 BRIDGE OVER INTERSTATE 94 (EXIT
 RU0587'93) ON THE WEST SIDE OF FORSYTH, GO NORTH ON HIGHWAY 12 FOR 29.21 KM
 RU0587'(18.15 MI) TO HIGHWAY MILEPOST 253.  CONTINUE AHEAD, NORTH ON HIGHWAY
 RU0587'12 FOR 1.1 KM (0.70 MI) TO AN UNMARKED GRAVEL ROAD (PORCUPINE CREEK
 RU0587'ROAD) ON THE RIGHT AT THE GHOST TOWN OF VANANDA.  TURN RIGHT, NORTH ON
 RU0587'THE ROAD FOR 9.41 KM (5.85 MI) TO A CATTLE GUARD.  CONTINUE AHEAD ON
 RU0587'THE ROAD FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF A DIM TRACK ROAD
 RU0587'LEADING NORTHWEST AND UPHILL TO A BARBED WIRE PASTURE GATE.  TURN
 RU0587'LEFT, NORTHWEST ON THE TRACK ROAD FOR 0.08 KM (0.05 MI) TO THE GATE.
 RU0587'PASS THROUGH THE GATE AND CONTINUE AHEAD, NORTHWEST ON THE TRACK ROAD
 RU0587'FOR 1.05 KM (0.65 MI) TO A REVERSE FORK.  CONTINUE AHEAD NORTHWEST ON
 RU0587'THE TRACK ROAD FOR 0.72 KM (0.45 MI) TO A LEFT CURVE IN THE ROAD, A
 RU0587'FENCE CORNER POST ON THE LEFT AND A VERY DIM TRACK ROAD ON THE RIGHT
 RU0587'LEADING NORTHEAST AND UPHILL.  TURN RIGHT, NORTHEAST ON THE TRACK ROAD
 RU0587'FOR 0.72 KM (0.45 MI) TO THE T-JUNCTION OF A VERY DIM TRACK ROAD JUST
 RU0587'BEFORE REACHING A BARBED WIRE FENCE NEAR THE RIM OF A BLUFF. TURN
 RU0587'LEFT, WESTERLY UPHILL ON THE TRACK ROAD, PARALLEL TO FENCE, FOR 0.56
 RU0587'KM (0.35 MI) TO THE HIGHEST POINT ON THE BLUFF AND THE STATION ON THE
 RU0587'RIGHT, BETWEEN THE RIM OF THE BLUFF AND THE FENCE LINE.  THE STATION
 RU0587'IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST PROJECTING 9 CM
 RU0587'ABOVE GROUND.  LOCATED 15.24 M (50.00 FT) SOUTH OF THE RIM OF THE
 RU0587'BLUFF, 7.0 M (23.0 FT) NORTH OF THE FENCE, 2.9 M (9.5 FT) SOUTHWEST OF
 RU0587'A METAL WITNESS POST AND 0.45 M (1.48 FT) SOUTH OF A FIBERGLASS
 RU0587'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0877 ***********************************************************************
 TN0877  FBN         -  This is a Federal Base Network Control Station.
 TN0877  DESIGNATION -  AIRP
 TN0877  PID         -  TN0877
 TN0877  STATE/COUNTY-  MT/LINCOLN
 TN0877  USGS QUAD   -  EUREKA NORTH (1983)
 TN0877
 TN0877                         *CURRENT SURVEY CONTROL
 TN0877  ___________________________________________________________________
 TN0877* NAD 83(1999)-  48 55 08.78336(N)    115 05 14.83033(W)     ADJUSTED  
 TN0877* NAVD 88     -       818.2    (meters)    2684.     (feet)  GPS OBS   
 TN0877  ___________________________________________________________________
 TN0877  X           -  -1,780,697.485 (meters)                     COMP
 TN0877  Y           -  -3,803,550.155 (meters)                     COMP
 TN0877  Z           -   4,785,256.619 (meters)                     COMP
 TN0877  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TN0877  ELLIP HEIGHT-         802.12  (meters)          (10/12/00) GPS OBS
 TN0877  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 TN0877
 TN0877  HORZ ORDER  -  A
 TN0877  ELLP ORDER  -  THIRD     CLASS I
 TN0877
 TN0877.The horizontal coordinates were established by GPS observations
 TN0877.and adjusted by the National Geodetic Survey in October 2000..
 TN0877.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TN0877.DATUM ITEM on the data sheet items page.
 TN0877
 TN0877.The orthometric height was determined by GPS observations and a
 TN0877.high-resolution geoid model.
 TN0877
 TN0877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0877
 TN0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0877
 TN0877.The ellipsoidal height was determined by GPS observations
 TN0877.and is referenced to NAD 83.
 TN0877
 TN0877.The geoid height was determined by GEOID03.
 TN0877
 TN0877;                    North         East     Units Scale Factor Converg.
 TN0877;SPC MT       -   533,471.012   190,861.536   MT  0.99995124   -4 05 14.1
 TN0877;SPC MT       - 1,750,232.98    626,186.14   iFT  0.99995124   -4 05 14.1
 TN0877;UTM  11      - 5,420,226.306   640,111.408   MT  0.99984117   +1 26 30.8
 TN0877
 TN0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0877!SPC MT       -   0.99987431  x   0.99995124  =   0.99982556
 TN0877!UTM  11      -   0.99987431  x   0.99984117  =   0.99971550
 TN0877
 TN0877:                Primary Azimuth Mark                     Grid Az
 TN0877:SPC MT       -  AIRP AZ MK                               016 02 56.3
 TN0877:UTM  11      -  AIRP AZ MK                               010 31 11.4
 TN0877
 TN0877|---------------------------------------------------------------------|
 TN0877| PID    Reference Object                     Distance      Geod. Az  |
 TN0877|                                                           dddmmss.s |
 TN0877| TN0615 AIRP AZ MK                          APPROX. 0.5 KM 0115742.2 |
 TN0877| AI2241 AIRP RM 2                            11.035 METERS 17803     |
 TN0877| AI2240 AIRP RM 1                             9.046 METERS 34801     |
 TN0877|---------------------------------------------------------------------|
 TN0877
 TN0877                          SUPERSEDED SURVEY CONTROL
 TN0877
 TN0877  ELLIP H (07/28/92)  802.22   (m)                       GP(       ) 5 1
 TN0877  NAD 83(1992)-  48 55 08.78217(N)    115 05 14.83057(W) AD(       ) B
 TN0877  ELLIP H (05/15/92)  802.22   (m)                       GP(       ) 4 2
 TN0877  NAD 83(1986)-  48 55 08.79452(N)    115 05 14.82849(W) AD(       ) 2
 TN0877  NAD 27      -  48 55 08.91681(N)    115 05 11.22727(W) AD(       ) 2
 TN0877  NGVD 29 (06/11/92)  816.9    (m)         2680.     (f) GPS OBS        
 TN0877
 TN0877.Superseded values are not recommended for survey control.
 TN0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0877.See file dsdata.txt to determine how the superseded data were derived.
 TN0877
 TN0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4011120226(NAD 83)
 TN0877_MARKER: DS = TRIANGULATION STATION DISK
 TN0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0877_SP_SET: CONCRETE POST
 TN0877_STAMPING: AIRP 1960
 TN0877_MARK LOGO: CGS   
 TN0877_PROJECTION: PROJECTING 8 CENTIMETERS
 TN0877_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0877+STABILITY: SURFACE MOTION
 TN0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0877+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 TN0877
 TN0877  HISTORY     - Date     Condition        Report By
 TN0877  HISTORY     - 1960     MONUMENTED       CGS
 TN0877  HISTORY     - 1960     GOOD             CGS
 TN0877  HISTORY     - 19870101 GOOD             NGS
 TN0877  HISTORY     - 19880728 GOOD             NGS
 TN0877  HISTORY     - 19910912 GOOD             NGS
 TN0877  HISTORY     - 19970105 GOOD             MTDOT
 TN0877  HISTORY     - 19990601 GOOD             NGS
 TN0877  HISTORY     - 20050801 GOOD             MTDOT
 TN0877
 TN0877                          STATION DESCRIPTION
 TN0877
 TN0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0877'STATION IS NEAR THE NORTHWEST CORNER OF THE EUREKA AIRPORT, ABOUT
 TN0877'2 MILES NORTH AND 1-1/4 MILES WEST OF EUREKA, 2 MILES NORTH
 TN0877'OF BLACK LAKE AND NEAR THE NORTHEAST CORNER OF SECTION 4,
 TN0877'T 36 N, R 27 W.
 TN0877'
 TN0877'TO REACH FROM THE POST OFFICE IN EUREKA, GO NORTH ON U.S.
 TN0877'HIGHWAY 93 FOR 1.6 MILES TO THE INTERSECTION OF STATE HIGHWAY
 TN0877'37, TURN LEFT, WEST ON STATE HIGHWAY 37 FOR 1.0 MILE TO
 TN0877'SIDE ROAD RIGHT AT SIGN AIRPORT, TURN RIGHT, NORTH ON GRADED
 TN0877'ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT, (TO REACH THE AZIMUTH
 TN0877'MARK CONTINUE AHEAD ON GRADED ROAD FOR 0.55 MILE TO A SIDE
 TN0877'ROAD LEFT, CONTINUE AHEAD ON GRADED ROAD FOR 0.2 MILE TO A
 TN0877'FORK, TAKE THE LEFT FORK FOR 0.05 MILE TO A REVERSE FORK ON
 TN0877'THE RIGHT, CONTINUE AHEAD FOR 121 FEET TO THE AZIMUTH MARK ON
 TN0877'THE RIGHT), TURN LEFT, WEST THEN NORTH FOR 0.35 MILE TO THE
 TN0877'AIRPORT OFFICE, CONTINUE NORTH ON TRACK ROAD IN FRONT OF
 TN0877'HANGERS FOR 0.3 MILE TO THE STATION ON THE LEFT IN A
 TN0877'NORTH-SOUTH FENCE LINE.
 TN0877'
 TN0877'STATION MARKS ARE STANDARD DISKS, STAMPED AIRP 1960.  THE SURFACE
 TN0877'DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 TN0877'PROJECTING 5 INCHES.  IT IS 378 FEET NORTH OF THE NORTHEAST
 TN0877'CORNER OF THE NORTH HANGER, 334 FEET WEST OF THE CENTER OF A
 TN0877'NORTH-SOUTH GRADED ROAD, 252 FEET SOUTH OF THE CENTER OF AN
 TN0877'EAST-WEST GRADED ROAD CENTER AND 4 FEET EAST OF THE NORTH-SOUTH
 TN0877'FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 TN0877'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 TN0877'
 TN0877'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRP NO 1 1960,
 TN0877'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 TN0877'8 INCHES.  IT IS 407 FEET NORTH OF THE NORTHEAST CORNER OF
 TN0877'THE HANGER, 333 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 TN0877'ROAD AND 223 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD.
 TN0877'
 TN0877'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIRP NO 2 1960,
 TN0877'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 TN0877'4 INCHES.  333 WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 TN0877'347 FEET NORTH OF THE NORTHEAST CORNER OF THE HANGER, 288
 TN0877'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT
 TN0877'EAST OF THE NORTH-SOUTH FENCE LINE.
 TN0877'
 TN0877'AZIMUTH MARK IS A STANDARD DISK, STAMPED AIRP 1960, SET IN
 TN0877'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4
 TN0877'INCHES.  IT IS 121 FEET NORTH OF THE INTERSECTION OF THE
 TN0877'CENTERLINES OF THE REVERSE FORK, 79 FEET NORTH OF AN EAST-WEST
 TN0877'DRAINAGE DITCH, 27 FEET EAST OF THE CENTER OF NORTH-SOUTH
 TN0877'GRADED ROAD, 4 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER
 TN0877'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.
 TN0877
 TN0877                          STATION RECOVERY (1960)
 TN0877
 TN0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 TN0877'RECOVERED IN GOOD CONDITION.
 TN0877
 TN0877                          STATION RECOVERY (1987)
 TN0877
 TN0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CWW)
 TN0877'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW- THE
 TN0877'STATION, AZIMUTH AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE MARKS
 TN0877'WERE NOT OBSERVED AT THIS TIME.  THE REFERENCE MARKS ARE NOT DESCRIBED
 TN0877'HERE.  THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) NORTHWEST OF
 TN0877'EUREKA, AT THE EUREKA AIRPORT AND IN THE NORTHWEST CORNER OF THE
 TN0877'PROPERTY.
 TN0877'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 93 AND STATE
 TN0877'HIGHWAY 37, WHICH IS ON THE NORTH EDGE OF EUREKA, GO WEST ON STATE
 TN0877'HIGHWAY 37 FOR 1.6 KM (1.00 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 TN0877'RIGHT AND GO NORTH ON AIRPORT ROAD FOR 1.75 KM (1.10 MI) TO A SIDE
 TN0877'ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.08 KM (0.05 MI) TO THE
 TN0877'ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT, CROSS A CATTLE GAP,
 TN0877'AND GO SOUTH FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 TN0877'STATION MARK, STAMPED-- AIRP 1960--, IS A STANDARD DISK SET IN THE TOP
 TN0877'OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS 115.8 M
 TN0877'(379.9 FT) WEST OF AIRPORT ROAD, 76.8 M (252.0 FT) SOUTH OF A PAVED
 TN0877'ROAD AND 15.2 M (49.9 FT) WEST OF A TAXIWAY.
 TN0877'AZIMUTH MARK, STAMPED--AIRP 1960--, IS A STANDARD DISK SET IN THE TOP
 TN0877'OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 10.36 M
 TN0877'(33.99 FT) EAST OF THE CENTER OF THE ROAD, 1.07 M (3.51 FT) EAST OF A
 TN0877'FENCE CORNER, 0.46 M (1.51 FT) SOUTH OF A FENCE AND 0.61 M (2.00 FT)
 TN0877'WEST OF A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION
 TN0877'OF US HIGHWAY 93 AND STATE HIGHWAY 37, WHICH IS ON THE NORTH EDGE OF
 TN0877'EUREKA, GO WEST ON STATE HIGHWAY 37 FOR 1.6 KM (1.00 MI) TO A PAVED
 TN0877'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON AIRPORT ROAD FOR 2.08
 TN0877'KM (1.30 MI) TO THE END OF PAVEMENT AND THE MARK ON THE RIGHT AT THE
 TN0877'SOUTHEAST CORNER OF A FIELD.  THE MARK IS 4 FT (1.2 M) HIGHER THAN THE
 TN0877'ROAD.
 TN0877
 TN0877                          STATION RECOVERY (1988)
 TN0877
 TN0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN0877'THE STATION IS LOCATED 6.9 KM (4.30 MI) NORTHWEST OF EUREKA AT THE
 TN0877'EUREKA AIRPORT.
 TN0877'TO REACH THE STATION FROM THE TOWN HALL IN EUREKA, GO NORTH ON U.S.
 TN0877'HIGHWAY 93 FOR 3.2 KM (2.00 MI) TO THE JUNCTION OF U.S. HIGHWAY 93
 TN0877'AND STATE HIGHWAY 37.  TURN WEST AND GO FOR 1.6 KM (1.00 MI) TO THE
 TN0877'JUNCTION OF STATE HIGHWAY 37 AND A PAVED ROAD LEADING TO THE AIRPORT.
 TN0877'TURN NORTH AND GO FOR 2.2 KM (1.35 MI) TO THE STATION MARK, EAST OF
 TN0877'THE ROAD.
 TN0877'THE MARK IS SET 10.4 M (34.1 FT) EAST OF THE CENTERLINE OF THE ROAD,
 TN0877'35.4 M (116.1 FT) NORTH OF THE NORTHEAST END OF A 0.9 M (3.0 FT)
 TN0877'DIAMETER STEEL CULVERT UNDER THE ROAD, 1.07 M (3.5 FT) EAST OF A
 TN0877'SOUTHWEST CORNER FENCE POST, 0.46 M (1.5 FT) SOUTH OF A BARBED WIRE
 TN0877'FENCE AND 0.6 M (2.0 FT) WEST FROM A WITNESS POST.
 TN0877'TYPED BY E.A.R.
 TN0877
 TN0877                          STATION RECOVERY (1991)
 TN0877
 TN0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TN0877'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) NORTHWEST OF EUREKA, 3.2
 TN0877'KM (2.0 MI) NORTH OF BLACK LAKE, NEAR THE NORTHWEST CORNER OF EUREKA
 TN0877'AIRPORT AND NEAR THE NORTHEAST CORNER OF SECTION 4, T36N, R27W.
 TN0877'OWNERSHIP--EUREKA AIRPORT.
 TN0877'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA, GO NORTH ON U.S.
 TN0877'HIGHWAY 93 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF STATE HIGHWAY 37.
 TN0877'TURN LEFT, WEST, ON HIGHWAY 37 AND GO FOR 1.6 KM (1.0 MI) TO A ROAD
 TN0877'RIGHT.  TURN RIGHT AND GO NORTH ON AIRPORT ROAD FOR 1.7 KM (1.1 MI)
 TN0877'TO A ROAD LEFT.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 76 M
 TN0877'(249.3 FT) TO A HANGER/TAXIWAY STRIP ON THE LEFT.  TURN LEFT AND GO
 TN0877'SOUTH ON THE TAXIWAY FOR 61 M (200.1 FT) TO THE STATION ON THE RIGHT.
 TN0877'THE STATION IS A STANDARD DISK SET IN THE TOP OF AN 11 INCH SQUARE
 TN0877'CONCRETE POST PROJECTING 5 INCHES.  LOCATED 115.2 M (378.0 FT) NORTH
 TN0877'OF THE NORTHEAST CORNER OF THE NORTH HANGER, 61 M (200.1 FT) SOUTH OF
 TN0877'THE PAVED ROAD AND 24.4 M (80.1 FT) WEST OF THE TAXIWAY.
 TN0877
 TN0877                          STATION RECOVERY (1997)
 TN0877
 TN0877'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TN0877'RECOVERED AS DESCRIBED.
 TN0877
 TN0877                          STATION RECOVERY (1999)
 TN0877
 TN0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 TN0877'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHWEST OF EUREKA, 3.2
 TN0877'KM (2.00 MI) NORTH OF BLACK LAKE, AT THE ABANDONED EUREKA AIRPORT.
 TN0877'OWNERSHIP--LINCOLN COUNTY, PHONE 406-296-0404.  TO REACH THE STATION
 TN0877'FROM THE JUNCTION OF STATE HIGHWAYS 93 AND 37, ABOUT 4.0 KM (2.50 MI)
 TN0877'NORTHWEST OF EUREKA, GO WEST ON HIGHWAY 37 FOR 1.6 KM (1.00 MI) TO THE
 TN0877'JUNCTION OF AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, NORTH ON AIRPORT
 TN0877'ROAD FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF IOWA FLATS ROAD ON THE
 TN0877'LEFT.  TURN LEFT, WEST ON IOWA FLATS ROAD FOR ABOUT 0.08 KM (0.05 MI)
 TN0877'TO A CATTLE GUARD AND GRAVEL ROAD ON THE LEFT LEADING INTO THE AIRPORT
 TN0877'PROPERTY.  TURN LEFT, SOUTH ON THE GRAVEL ROAD FOR ABOUT 0.08 KM (0.05
 TN0877'MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A
 TN0877'30 CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE GROUND.  LOCATED
 TN0877'24.39 M (80.02 FT) WEST OF THE CENTER OF THE GRAVEL ROAD, 9.0 M (29.5
 TN0877'FT) SOUTHEAST OF REFERENCE MARK 1, 7.62 M (25.00 FT) SOUTHWEST OF A
 TN0877'WOODEN POST WITH AN ELECTRICAL BOX FOR A WELL CASING PROJECTING ABOUT
 TN0877'5 CM ABOVE THE GROUND WITH A WATER FAUCET AND 0.61 M (2.00 FT) EAST OF
 TN0877'A FIBERGLASS WITNESS POST.
 TN0877
 TN0877                          STATION RECOVERY (2005)
 TN0877
 TN0877'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2005 (JWH)
 TN0877'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0615 ***********************************************************************
 TN0615  DESIGNATION -  AIRP AZ MK
 TN0615  PID         -  TN0615
 TN0615  STATE/COUNTY-  MT/LINCOLN
 TN0615  USGS QUAD   -  EUREKA NORTH (1983)
 TN0615
 TN0615                         *CURRENT SURVEY CONTROL
 TN0615  ___________________________________________________________________
 TN0615* NAD 83(1992)-  48 55 25.16343(N)    115 05 09.56099(W)     ADJUSTED  
 TN0615* NAVD 88     -       822.536  (meters)    2698.60   (feet)  ADJUSTED  
 TN0615  ___________________________________________________________________
 TN0615  X           -  -1,780,439.817 (meters)                     COMP
 TN0615  Y           -  -3,803,252.795 (meters)                     COMP
 TN0615  Z           -   4,785,592.497 (meters)                     COMP
 TN0615  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 TN0615  ELLIP HEIGHT-         806.56  (meters)          (07/28/92) GPS OBS
 TN0615  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TN0615  DYNAMIC HT  -         822.600 (meters)    2698.81  (feet)  COMP
 TN0615  MODELED GRAV-     980,661.6   (mgal)                       NAVD 88
 TN0615
 TN0615  HORZ ORDER  -  FIRST
 TN0615  VERT ORDER  -  FIRST     CLASS II
 TN0615  ELLP ORDER  -  FIFTH     CLASS I
 TN0615
 TN0615.The horizontal coordinates were established by GPS observations
 TN0615.and adjusted by the National Geodetic Survey in July 1992..
 TN0615
 TN0615.The orthometric height was determined by differential leveling
 TN0615.and adjusted by the National Geodetic Survey in June 1991..
 TN0615
 TN0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0615
 TN0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0615
 TN0615.The ellipsoidal height was determined by GPS observations
 TN0615.and is referenced to NAD 83.
 TN0615
 TN0615.The geoid height was determined by GEOID03.
 TN0615
 TN0615.The dynamic height is computed by dividing the NAVD 88
 TN0615.geopotential number by the normal gravity value computed on the
 TN0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0615.degrees latitude (g = 980.6199 gals.).
 TN0615
 TN0615.The modeled gravity was interpolated from observed gravity values.
 TN0615
 TN0615;                    North         East     Units Scale Factor Converg.
 TN0615;SPC MT       -   533,968.057   191,004.588   MT  0.99995393   -4 05 10.2
 TN0615;SPC MT       - 1,751,863.70    626,655.47   iFT  0.99995393   -4 05 10.2
 TN0615;UTM  11      - 5,420,734.765   640,205.892   MT  0.99984150   +1 26 35.1
 TN0615
 TN0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0615!SPC MT       -   0.99987362  x   0.99995393  =   0.99982755
 TN0615!UTM  11      -   0.99987362  x   0.99984150  =   0.99971514
 TN0615
 TN0615                          SUPERSEDED SURVEY CONTROL
 TN0615
 TN0615  NAD 83(1986)-  48 55 25.17127(N)    115 05 09.56341(W) AD(       ) 1
 TN0615  NGVD 29 (11/20/87)  820.5    (m)         2692.     (f) GPS OBS        
 TN0615
 TN0615.Superseded values are not recommended for survey control.
 TN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0615.See file dsdata.txt to determine how the superseded data were derived.
 TN0615
 TN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4020620735(NAD 83)
 TN0615_MARKER: DZ = AZIMUTH MARK DISK
 TN0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0615_SP_SET: CONCRETE POST
 TN0615_STAMPING: AIRP 1960
 TN0615_MARK LOGO: CGS   
 TN0615_PROJECTION: FLUSH
 TN0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0615+STABILITY: SURFACE MOTION
 TN0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0615+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1986
 TN0615
 TN0615  HISTORY     - Date     Condition        Report By
 TN0615  HISTORY     - 1960     MONUMENTED       CGS
 TN0615  HISTORY     - 1979     GOOD             NGS
 TN0615  HISTORY     - 19860915 GOOD
 TN0615  HISTORY     - 19990101 GOOD             NGS
 TN0615
 TN0615                          STATION DESCRIPTION
 TN0615
 TN0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0615'4.3 MI NW FROM EUREKA.
 TN0615'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0615'THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 37, THENCE 1.35 MILES NORTH
 TN0615'ALONG A PAVED ROAD LEADING TO THE AIRPORT, 34 FEET EAST OF THE
 TN0615'CENTERLINE OF THE ROAD, 116 FEET NORTH OF THE NORTHEAST END OF A
 TN0615'36-INCH DIAMETER STEEL CULVERT UNDER THE ROAD, 3.5 FEET EAST OF A
 TN0615'SOUTHWEST CORNER FENCE POST AND 1.5 FEET SOUTH OF A BARBED WIRE FENCE
 TN0615'LINE.
 TN0615'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TN0615'THE MARK IS 4 FT ABOVE PAVED ROAD.
 TN0615
 TN0615                          STATION RECOVERY (1986)
 TN0615
 TN0615'RECOVERED 1986
 TN0615'RECOVERED IN GOOD CONDITION.
 TN0615
 TN0615                          STATION RECOVERY (1999)
 TN0615
 TN0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (OSR)
 TN0615'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) NORTHWEST OF EUREKA, AT
 TN0615'A DUMP SITE ABOUT 0.48 KM (0.30 MI) NORTH OF THE EUREKA AIRPORT.  IT
 TN0615'IS SET WHERE THE PAVEMENT OF AIRPORT ROAD ENDS.  TO REACH FROM THE
 TN0615'JUNCTION OF US HIGHWAY 93 AND STATE HIGHWAY 37, WHICH IS ON THE NORTH
 TN0615'EDGE OF EUREKA, GO WEST ON STATE HIGHWAY 37 FOR 1.6 KM (1.00 MI) TO A
 TN0615'PAVED ROAD ON THE RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO NORTH FOR
 TN0615'2.08 KM (1.30 MI) TO THE END OF THE PAVEMENT AT THE SOUTHEAST CORNER
 TN0615'OF A FIELD AND THE AZIMUTH MARK AT THE SOUTHEAST CORNER OF THE FENCE
 TN0615'AROUND THE FIELD.  THE MARK SETS ABOUT 4 FT (1.2 M) HIGHER THAN THE
 TN0615'ROAD.  STATION MARK, STAMPED--AIRP 1960--, IS A STANDARD AZIMUTH DISK
 TN0615'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. IT
 TN0615'IS 10.36 M (33.99 FT) EAST OF THE CENTER OF THE ROAD, 1.07 M (3.51 FT)
 TN0615'EAST OF A FENCE CORNER, 0.45 M (1.48 FT) SOUTH OF A FENCE AND 0.61 M
 TN0615'(2.00 FT) WEST OF A WITNESS POST.  THE STATION WAS POSITIONED BY GPS
 TN0615'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0160 ***********************************************************************
 QW0160  DESIGNATION -  AIRPORT
 QW0160  PID         -  QW0160
 QW0160  STATE/COUNTY-  MT/YELLOWSTONE
 QW0160  USGS QUAD   -  BILLINGS WEST (1975)
 QW0160
 QW0160                         *CURRENT SURVEY CONTROL
 QW0160  ___________________________________________________________________
 QW0160* NAD 83(1992)-  45 48 06.98383(N)    108 32 13.51422(W)     ADJUSTED  
 QW0160* NAVD 88     -      1084.374  (meters)    3557.65   (feet)  ADJUSTED  
 QW0160  ___________________________________________________________________
 QW0160  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 QW0160  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 QW0160  DYNAMIC HT  -        1084.133 (meters)    3556.86  (feet)  COMP
 QW0160  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 QW0160
 QW0160  HORZ ORDER  -  SECOND
 QW0160  VERT ORDER  -  FIRST     CLASS II
 QW0160
 QW0160.This mark is at Billings Logan Intl Airport (BIL)
 QW0160
 QW0160.The horizontal coordinates were established by classical geodetic methods
 QW0160.and adjusted by the National Geodetic Survey in July 1992..
 QW0160
 QW0160.The orthometric height was determined by differential leveling
 QW0160.and adjusted by the National Geodetic Survey in June 1991..
 QW0160
 QW0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0160
 QW0160.The geoid height was determined by GEOID03.
 QW0160
 QW0160.The dynamic height is computed by dividing the NAVD 88
 QW0160.geopotential number by the normal gravity value computed on the
 QW0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0160.degrees latitude (g = 980.6199 gals.).
 QW0160
 QW0160.The modeled gravity was interpolated from observed gravity values.
 QW0160
 QW0160;                    North         East     Units Scale Factor Converg.
 QW0160;SPC MT       -   172,932.984   674,825.264   MT  0.99961343   +0 42 15.7
 QW0160;SPC MT       -   567,365.43  2,213,993.65   iFT  0.99961343   +0 42 15.7
 QW0160;UTM  12      - 5,074,992.033   691,386.762   MT  1.00005033   +1 45 58.6
 QW0160
 QW0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0160!SPC MT       -   0.99983212  x   0.99961343  =   0.99944561
 QW0160!UTM  12      -   0.99983212  x   1.00005033  =   0.99988244
 QW0160
 QW0160|---------------------------------------------------------------------|
 QW0160| PID    Reference Object                     Distance      Geod. Az  |
 QW0160|                                                           dddmmss.s |
 QW0160| QW0159 AIRPORT RM 1                          4.468 METERS 03013     |
 QW0160| AI2070 AIRPORT AZ MK                                      0995955.3 |
 QW0160| QW0161 AIRPORT RM 2                          5.824 METERS 11102     |
 QW0160| QW0514 BILLINGS B AIRWAY BEACON            APPROX.28.8 KM 1311135.4 |
 QW0160| QW0526 BILLINGS SUGAR REF RED STACK        APPROX. 4.8 KM 1400558.9 |
 QW0160| QW0402 AIRPORT 2                            37.436 METERS 18721     |
 QW0160| QW0577 CANYON CREEK B AIRWAY BEACON        APPROX.29.6 KM 2631315.4 |
 QW0160|---------------------------------------------------------------------|
 QW0160
 QW0160                          SUPERSEDED SURVEY CONTROL
 QW0160
 QW0160  NAD 83(1986)-  45 48 06.97653(N)    108 32 13.50042(W) AD(       ) 2
 QW0160  NAD 27      -  45 48 07.15000(N)    108 32 11.01300(W) AD(       ) 2
 QW0160  NGVD 29 (??/??/92) 1083.599  (m)         3555.11   (f) ADJ UNCH    1 2
 QW0160
 QW0160.Superseded values are not recommended for survey control.
 QW0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0160.See file dsdata.txt to determine how the superseded data were derived.
 QW0160
 QW0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9138774992(NAD 83)
 QW0160_MARKER: DS = TRIANGULATION STATION DISK
 QW0160_SETTING: 66 = SET IN ROCK OUTCROP
 QW0160_SP_SET: BEDROCK
 QW0160_STAMPING: AIRPORT 1939
 QW0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0160+STABILITY: POSITION/ELEVATION WELL
 QW0160
 QW0160  HISTORY     - Date     Condition        Report By
 QW0160  HISTORY     - 1939     MONUMENTED       CGS
 QW0160  HISTORY     - 1952     GOOD             USGS
 QW0160  HISTORY     - 1957     GOOD             CGS
 QW0160  HISTORY     - 1957     GOOD             NGS
 QW0160  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QW0160
 QW0160                          STATION DESCRIPTION
 QW0160
 QW0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QW0160'AT THE AIRPORT AT BILLINGS, 2 MILES NORTHWEST OF THE COURTHOUSE,
 QW0160'IN A LARGE FLAT ROCK NEAR THE SOUTH RIM OF THE MESA, APPROXIMATELY
 QW0160'20 FEET BELOW THE AIRPORT FIELD LEVEL AND 200 FEET WEST-SOUTHWEST
 QW0160'OF A STATUE OF WILLIAM S. HART.
 QW0160'
 QW0160'TO REACH FROM THE COURTHOUSE IN BILLINGS, GO NORTH ON
 QW0160'TWENTY-SEVENTH STREET, 2 MILES TO TOP OF AIRPORT MESA, TURN
 QW0160'LEFT ON DIM ROAD JUST SOUTH OF THE STATUE AND GO 75 YARDS
 QW0160'TO STATION.
 QW0160'
 QW0160'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 QW0160'DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED.
 QW0160'
 QW0160'AZIMUTH MARK IS 1.2 MILES EAST-SOUTHEAST OF STATION, 50 FEET
 QW0160'SOUTH OF RIM ROAD, ON SOUTH RIM OF MESA ON PROLONGATION OF
 QW0160'TWENTY-THIRD STREET.
 QW0160
 QW0160                          STATION RECOVERY (1952)
 QW0160
 QW0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 QW0160'STATION MARK - STANDARD NGS BRONZE DISK SET IN OUTCROPPING BEDROCK.
 QW0160'
 QW0160'REFERENCE MARKS - NONE.
 QW0160
 QW0160                          STATION RECOVERY (1957)
 QW0160
 QW0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 QW0160'STATION AND R.M.S 1 AND 2 RECOVERED AS DESCRIBED.  AZIMUTH
 QW0160'MARK NOT RECOVERED, BELIEVED DESTROYED.
 QW0160
 QW0160                          STATION RECOVERY (1957)
 QW0160
 QW0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QW0160'2.1 MI NW FROM BILLINGS.
 QW0160'ABOUT 2.1 MILES NORTHWEST ALONG 27TH STREET FROM THE COURTHOUSE AT
 QW0160'BILLINGS, IN SECTION 30, T 1 N, R 26 E, AT THE BILLINGS MUNICIPAL
 QW0160'AIRPORT, IN THE TOP OF A LARGE FLAT SANDSTONE BED ROCK NEAR THE SOUTH
 QW0160'RIM OF THE MESA, 175 FEET SOUTHWEST OF A STATUE OF WILLIAM S. HART,
 QW0160'ABOUT 15 FEET BELOW THE LEVEL OF THE AIRPORT, AND ABOUT FLUSH WITH THE
 QW0160'GROUND.
 QW0160
 QW0160                          STATION RECOVERY (1962)
 QW0160
 QW0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 QW0160'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 QW0160'THE DISTANCE AND DIRECTION CHECKED.  THE DIRECTION TO INTERSECTION
 QW0160'STATIONS CHECKED ALSO.  THE STATION WAS REMOVED DUE TO ROAD
 QW0160'CONSTRUCTION.  SEE DESCRIPTION FOR AIRPORT 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0729 ***********************************************************************
 QX0729  DESIGNATION -  AIRPORT
 QX0729  PID         -  QX0729
 QX0729  STATE/COUNTY-  MT/PARK
 QX0729  USGS QUAD   -  LIVINGSTON (1951)
 QX0729
 QX0729                         *CURRENT SURVEY CONTROL
 QX0729  ___________________________________________________________________
 QX0729* NAD 83(1992)-  45 39 48.80950(N)    110 31 11.99878(W)     ADJUSTED  
 QX0729* NAVD 88     -      1423.7    (meters)    4671.     (feet)  VERT ANG  
 QX0729  ___________________________________________________________________
 QX0729  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 QX0729  GEOID HEIGHT-         -10.41  (meters)                     GEOID03
 QX0729
 QX0729  HORZ ORDER  -  THIRD
 QX0729
 QX0729.The horizontal coordinates were established by classical geodetic methods
 QX0729.and adjusted by the National Geodetic Survey in July 1992..
 QX0729
 QX0729.The orthometric height was determined by vertical angle observations.
 QX0729
 QX0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0729
 QX0729.The geoid height was determined by GEOID03.
 QX0729
 QX0729;                    North         East     Units Scale Factor Converg.
 QX0729;SPC MT       -   157,615.391   520,538.697   MT  0.99966656   -0 44 46.1
 QX0729;SPC MT       -   517,110.86  1,707,804.12   iFT  0.99966656   -0 44 46.1
 QX0729;UTM  12      - 5,056,779.635   537,392.151   MT  0.99961719   +0 20 36.0
 QX0729
 QX0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0729!SPC MT       -   0.99977848  x   0.99966656  =   0.99944511
 QX0729!UTM  12      -   0.99977848  x   0.99961719  =   0.99939576
 QX0729
 QX0729|---------------------------------------------------------------------|
 QX0729| PID    Reference Object                     Distance      Geod. Az  |
 QX0729|                                                           dddmmss.s |
 QX0729| AI2141 AIRPORT RM 1                         10.333 METERS 08656     |
 QX0729| QX0726 LIVINGSTON PARK CO CTHSE SPIRE      APPROX. 2.8 KM 2692213.0 |
 QX0729| QX0725 LIVINGSTON NORTH PACIF RR STK       APPROX. 2.9 KM 2800130.5 |
 QX0729| QX0724 LIVINGSTON MONTANA PWR CO MAST      APPROX. 3.5 KM 2845638.5 |
 QX0729| QX0723 LIVINGSTON POLICE RADIO MAST        APPROX. 3.9 KM 2871448.8 |
 QX0729| AI2143 AIRPORT AZ MK                       APPROX. 1.1 KM 2895032.2 |
 QX0729| QX0728 LIVINGSTON MUN AIRPORT BCN 10       APPROX. 0.8 KM 2925232.7 |
 QX0729| AI2142 AIRPORT RM 2                          9.230 METERS 30036     |
 QX0729| QX0727 LIVINGSTON RADIO STA KPRK TWR       APPROX. 1.8 KM 3020237.5 |
 QX0729|---------------------------------------------------------------------|
 QX0729
 QX0729                          SUPERSEDED SURVEY CONTROL
 QX0729
 QX0729  NAD 83(1986)-  45 39 48.80496(N)    110 31 11.99139(W) AD(       ) 3
 QX0729  NAD 27      -  45 39 49.03900(N)    110 31 09.25500(W) AD(       ) 3
 QX0729  NGVD 29 (07/19/86) 1422.6    (m)         4667.     (f) VERT ANG       
 QX0729
 QX0729.Superseded values are not recommended for survey control.
 QX0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0729.See file dsdata.txt to determine how the superseded data were derived.
 QX0729
 QX0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR3739256780(NAD 83)
 QX0729_MARKER: DS = TRIANGULATION STATION DISK
 QX0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0729_STAMPING: AIRPORT 1950
 QX0729_MARK LOGO: CGS   
 QX0729_PROJECTION: PROJECTING 30 CENTIMETERS
 QX0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0729+STABILITY: SURFACE MOTION
 QX0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0729+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 QX0729
 QX0729  HISTORY     - Date     Condition        Report By
 QX0729  HISTORY     - 1950     MONUMENTED       CGS
 QX0729  HISTORY     - 1951     GOOD             USGS
 QX0729  HISTORY     - 1983     GOOD             LOCENG
 QX0729  HISTORY     - 19840515 GOOD             NGS
 QX0729  HISTORY     - 20010622 GOOD             INDIV
 QX0729  HISTORY     - 20060910 GOOD             GEOCAC
 QX0729
 QX0729                          STATION DESCRIPTION
 QX0729
 QX0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 QX0729'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF LIVINGSTON, 0.3
 QX0729'MILE EAST OF AN AIRWAY BEACON, 0.3 MILE EAST OF THE LIVINGSTON
 QX0729'MUNICIPAL AIRPORT, 29 FEET NORTH OF THE APPROXIMATE CENTER OF
 QX0729'A GRAVELED ROAD, 5 FEET SOUTHEAST OF A WITNESS POST, AND 4 FEET
 QX0729'SOUTH OF A FENCE CORNER.  THE MARK IS FLUSH WITH THE GROUND, AND
 QX0729'THE DISK IS STAMPED AIRPORT 1950.
 QX0729'
 QX0729'REFERENCE MARK NO. 1 IS 44 FEET NORTH OF THE APPROXIMATE CENTER
 QX0729'OF A GRAVELED ROAD, AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE
 QX0729'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED AIRPORT
 QX0729'1950 R.M. NO 1.
 QX0729'
 QX0729'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE APPROXIMATE CENTER
 QX0729'OF A GRAVELED ROAD, AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK
 QX0729'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED AIRPORT 1950
 QX0729'R.M. NO 2.
 QX0729'
 QX0729'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE LIVINGSTON MUNICIPAL
 QX0729'AIRPORT, 45 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 QX0729'ROAD, 2 FEET NORTH OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A
 QX0729'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 QX0729'IS STAMPED AIRPORT 1950.
 QX0729
 QX0729                          STATION RECOVERY (1951)
 QX0729
 QX0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 QX0729'STATION RECOVERED IN GOOD CONDITION.
 QX0729'
 QX0729'STATION IS LOCATED APPROXIMATELY 2.04 MILES AIRLINE FROM THE
 QX0729'POST OFFICE IN LIVINGSTON, NEAR THE SW CORNER OF THE OLD
 QX0729'LIVINGSTON AIRPORT.  IT IS APPROXIMATELY 22 FEET NORTHEAST OF
 QX0729'THE CENTER LINE OF THE OLD BOULDER ROAD AND 3 FEET SOUTHEAST
 QX0729'OF THE CORNER POST OF THE SOUTHWEST CORNER OF THE OLD LIVINGSTON
 QX0729'AIRPORT.
 QX0729
 QX0729                          STATION RECOVERY (1983)
 QX0729
 QX0729'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (FH)
 QX0729'AIRPORT 1950 RECOVERED GOOD.
 QX0729'
 QX0729'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES EAST OF
 QX0729'LIVINGSTON.
 QX0729
 QX0729                          STATION RECOVERY (1984)
 QX0729
 QX0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLM)
 QX0729'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QX0729'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 QX0729'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1950 DATA.  DUE TO MANY
 QX0729'CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 QX0729'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST OF LIVINGSTON, 0.6
 QX0729'KM (0.35 MI) SOUTH OF INTERSTATE HIGHWAY 90 AND AT THE WIND GENERATOR
 QX0729'SOUTH OF LIVINGSTON.  TO REACH THE STATION FROM THE INTERSECTION OF
 QX0729'EAST PARK (BUSINESS ROUTE 90) AND MAIN STREET IN LIVINGSTON GO
 QX0729'NORTHEAST ON BUSINESS ROUTE 90 FOR 4.02 KM (2.50 MI) TO A GRAVELED
 QX0729'ROAD RIGHT AND A REVERSE FORK.  TAKE RIGHT FORK AND GO SOUTHWEST ON
 QX0729'THE GRAVELED ROAD FOR 2.25 KM (1.40 MI) TO THE RIVER.  TURN SHARP LEFT
 QX0729'UPHILL FOR 0.48 KM (0.30 MI) TO THE AZIMUTH MARK ON THE RIGHT AND A
 QX0729'SIDE ROAD RIGHT.  CONTINUE EASTERLY ON THE GRAVELED ROAD FOR 0.48 KM
 QX0729'(0.30 MI) TO AN UNDERPASS UNDER INTERSTATE HIGHWAY 90.  CONTINUE
 QX0729'NORTHEAST ON THE GRAVELED ROAD FOR 0.32 KM (0.20 MI) TO A GATE LEADING
 QX0729'TO THE WIND GENERATOR FARM.  PASS THROUGH THE GATE AND CONTINUE
 QX0729'SOUTHEAST ON THE GRAVELED ROAD FOR 0.32 KM (0.20 MI) TO A Y-FENCE
 QX0729'CORNER AND THE STATION.
 QX0729'THE STATION IS A STANDARD CGS DISK STAMPED---AIRPORT 1950---, SET INTO
 QX0729'THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE
 QX0729'PROJECTING 4 CM ABOVE THE GROUND.  THE STATION IS LOCATED 7.3 METERS
 QX0729'(24.0 FT) NORTHEAST FROM THE CENTER OF THE GRAVELED ROAD, 2 METERS
 QX0729'(6.6 FT) SOUTHWEST FROM A FENCE, 9 METERS (29.5 FT) NORTH FROM A POWER
 QX0729'POLE WITH GUY WIRE AND 1.5 METERS (4.9 FT) NORTHEAST FROM A WITNESS
 QX0729'POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---AIRPORT RM
 QX0729'1 1950---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12
 QX0729'INCHES) ON SIDE FLUSH WITH THE GROUND.  THE STATION IS LOCATED 13.7
 QX0729'METERS (44.9 FT) NORTHEAST FROM THE CENTER OF THE GRAVELED ROAD, 7.3
 QX0729'METERS (24.0 FT) NORTHEAST FROM A POWER POLE WITH GUY WIRE, 0.3 METER
 QX0729'(1.0 FT) WEST FROM A FENCE, 12.2 METERS (40.0 FT) FROM A WITNESS POST
 QX0729'AND 0.3 METER (1.0 FT) HIGHER THAN THE STATION.  REFERENCE MARK NO 2
 QX0729'IS A STANDARD CGS DISK STAMPED---AIRPORT RM 2 1950---, SET INTO THE
 QX0729'TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH
 QX0729'THE GROUND.  THE STATION IS LOCATED 7.6 METERS (24.9 FT) NORTHEAST
 QX0729'FROM THE CENTER OF THE GRAVELED ROAD, 10.7 METERS (35.1 FT) NORTHWEST
 QX0729'FROM A WITNESS POST, 0.3 METER (1.0 FT) SOUTHWEST FROM A FENCE AND 0.3
 QX0729'METER (1.0 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A
 QX0729'STANDARD CGS DISK STAMPED---AIRPORT 1950---, SET INTO THE TOP OF A
 QX0729'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 QX0729'GROUND.  THE STATION IS LOCATED 13.7 METERS (44.9 FT) SOUTH FROM THE
 QX0729'CENTER OF THE GRAVELED ROAD, 4.3 METERS (14.1 FT) NORTH-NORTHEAST FROM
 QX0729'A POWER PLANT, 7.3 METERS (24.0 FT) WEST FROM THE CENTER OF A TRACK
 QX0729'ROAD AND 0.6 METER (2.0 FT) EAST FROM A WITNESS POST.  TO REACH THE
 QX0729'AZIMUTH MARK FROM THE STATION GO WESTERLY ON THE GRAVELED ROAD FOR
 QX0729'0.80 KM (0.50 MI) TO THE UNDERPASS ON INTERSTATE HIGHWAY 90.  CONTINUE
 QX0729'WESTERLY FOR 0.48 KM (0.30 MI) TO A SIDE ROAD LEFT AND THE STATION.
 QX0729
 QX0729                          STATION RECOVERY (2001)
 QX0729
 QX0729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RSL)
 QX0729'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NGS IN 1984. THE STATION
 QX0729'CAN BE USED FOR GPS. MO PLS 2001015258
 QX0729
 QX0729                          STATION RECOVERY (2006)
 QX0729
 QX0729'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 QX0729'FOUND THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK IN GOOD
 QX0729'CONDITION.  COULD NOT FIND REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1084 ***********************************************************************
 PY1084  FBN         -  This is a Federal Base Network Control Station.
 PY1084  DESIGNATION -  AIRPORT
 PY1084  PID         -  PY1084
 PY1084  STATE/COUNTY-  MT/GALLATIN
 PY1084  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY1084
 PY1084                         *CURRENT SURVEY CONTROL
 PY1084  ___________________________________________________________________
 PY1084* NAD 83(1999)-  44 42 00.71313(N)    111 06 38.80419(W)     ADJUSTED  
 PY1084* NAVD 88     -      2020.794  (meters)    6629.89   (feet)  ADJUSTED  
 PY1084  ___________________________________________________________________
 PY1084  X           -  -1,636,089.106 (meters)                     COMP
 PY1084  Y           -  -4,237,650.184 (meters)                     COMP
 PY1084  Z           -   4,465,143.666 (meters)                     COMP
 PY1084  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 PY1084  ELLIP HEIGHT-        2011.96  (meters)          (07/24/97) GPS OBS
 PY1084  GEOID HEIGHT-          -8.84  (meters)                     GEOID03
 PY1084  DYNAMIC HT  -        2019.664 (meters)    6626.18  (feet)  COMP
 PY1084  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 PY1084
 PY1084  HORZ ORDER  -  A
 PY1084  VERT ORDER  -  FIRST     CLASS II
 PY1084  ELLP ORDER  -  FIRST     CLASS I
 PY1084
 PY1084.This mark is at Yellowstone Airport (WYS)
 PY1084
 PY1084.The horizontal coordinates were established by GPS observations
 PY1084.and adjusted by the National Geodetic Survey in October 2000..
 PY1084.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY1084.DATUM ITEM on the data sheet items page.
 PY1084
 PY1084.The orthometric height was determined by differential leveling
 PY1084.and adjusted by the National Geodetic Survey in June 1991..
 PY1084.WARNING-GPS observations at this control monument resulted in a GPS
 PY1084.derived orthometric height which differed from the leveled height by
 PY1084.more than one decimeter (0.1 meter).
 PY1084
 PY1084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1084
 PY1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1084
 PY1084.The ellipsoidal height was determined by GPS observations
 PY1084.and is referenced to NAD 83.
 PY1084
 PY1084.The geoid height was determined by GEOID03.
 PY1084
 PY1084.The dynamic height is computed by dividing the NAVD 88
 PY1084.geopotential number by the normal gravity value computed on the
 PY1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1084.degrees latitude (g = 980.6199 gals.).
 PY1084
 PY1084.The modeled gravity was interpolated from observed gravity values.
 PY1084
 PY1084;                    North         East     Units Scale Factor Converg.
 PY1084;SPC MT       -    51,357.528   472,318.955   MT  1.00019310   -1 10 41.8
 PY1084;SPC MT       -   168,495.83  1,549,602.87   iFT  1.00019310   -1 10 41.8
 PY1084;UTM  12      - 4,949,653.054   491,223.513   MT  0.99960095   -0 04 40.5
 PY1084
 PY1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1084!SPC MT       -   0.99968464  x   1.00019310  =   0.99987768
 PY1084!UTM  12      -   0.99968464  x   0.99960095  =   0.99928572
 PY1084
 PY1084                          SUPERSEDED SURVEY CONTROL
 PY1084
 PY1084  NAD 83(1992)-  44 42 00.71274(N)    111 06 38.80226(W) AD(       ) A
 PY1084  ELLIP H (05/15/92) 2012.01   (m)                       GP(       ) 4 2
 PY1084  NAD 83(1992)-  44 42 00.70342(N)    111 06 38.78638(W) AD(       ) 1
 PY1084  NAD 27      -  44 42 00.96485(N)    111 06 35.99062(W) AD(       ) 1
 PY1084  NAVD 88 (10/12/00) 2020.79   (m)         6629.9    (f) LEVELING    3  
 PY1084  NAVD 88 (11/28/94) 2020.79   (m)         6629.9    (f) LEVELING    3  
 PY1084  NAVD 88 (10/19/94) 2020.79   (m)         6629.9    (f) LEVELING    3  
 PY1084  NGVD 29 (08/20/92) 2019.553  (m)         6625.82   (f) ADJUSTED    1 2
 PY1084
 PY1084.Superseded values are not recommended for survey control.
 PY1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1084.See file dsdata.txt to determine how the superseded data were derived.
 PY1084
 PY1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ9122449653(NAD 83)
 PY1084_MARKER: DD = SURVEY DISK
 PY1084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PY1084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PY1084_STAMPING: AIRPORT 1973
 PY1084_MARK LOGO: USGS  
 PY1084_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1084+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 PY1084
 PY1084  HISTORY     - Date     Condition        Report By
 PY1084  HISTORY     - 1973     MONUMENTED       USGS
 PY1084  HISTORY     - 1987     GOOD             NGS
 PY1084  HISTORY     - 1987     GOOD             NGS
 PY1084  HISTORY     - 19900824 GOOD             NGS
 PY1084  HISTORY     - 19910924 GOOD             NGS
 PY1084  HISTORY     - 19931010 GOOD             NGS
 PY1084  HISTORY     - 19960520 GOOD             IDTD
 PY1084  HISTORY     - 19960825 GOOD             NGS
 PY1084  HISTORY     - 19990614 GOOD             NGS
 PY1084  HISTORY     - 19991013 GOOD             NGS
 PY1084
 PY1084                          STATION DESCRIPTION
 PY1084
 PY1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1084'THE STATION WAS RECOVERED AT THIS DATE.
 PY1084'
 PY1084'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI)
 PY1084'NORTH OF WEST YELLOWSTONE,
 PY1084'0.7 KM (0.45 MI) WEST OF U.S. HIGHWAYS 191 AND 287,
 PY1084'ALONG THE WEST RUNWAY PERIMETER FENCE AT THE AIRPORT, ABOUT
 PY1084'0.3 KM (0.2 MI) SOUTHWEST OF THE NORTHEAST END OF THE FENCE AT A
 PY1084'BLUFF, IN WEST CENTRAL SECTION 15, T 13 S, R 5 E.
 PY1084'OWNERSHIP--WEST YELLOWSTONE REGIONAL AIRPORT.
 PY1084'
 PY1084'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 191 AND
 PY1084'287 IN WEST YELLOWSTONE, GO NORTH FOR 2.7 KM (1.7 MI) ON HIGHWAYS
 PY1084'191 AND 287 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  CONTINUE
 PY1084'AHEAD FOR 2.7 KM (1.7 MI) TO A ROAD LEFT AT SIGN, MADISON ARM
 PY1084'RESORT.  TURN LEFT, THEN LEFT AGAIN, AND GO SOUTH, PARALLEL TO
 PY1084'HIGHWAY, FOR 0.4 KM (0.25 MI) TO A FENCE GAP.  CONTINUE AHEAD FOR
 PY1084'0.6 KM (0.4 MI) TO A FORK AT THE BASE OF A BLUFF.  BEAR RIGHT AND
 PY1084'GO NORTHWEST FOR 0.3 KM (0.2 MI) ALONG THE BLUFF TO A DIM ROAD LEFT
 PY1084'AT A GRAVEL PIT.  TURN LEFT AND GO SOUTHWEST, UPHILL, FOR 0.2 KM
 PY1084'(0.1 MI) ON THE DIM ROAD TO THE RUNWAY PERIMETER FENCE.  TURN RIGHT
 PY1084'AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) ALONG THE FENCE TO THE STATION
 PY1084'ON THE LEFT.
 PY1084'
 PY1084'THE STATION IS A DOT INSIDE A SQUARE IN THE CENTER OF A USGS
 PY1084'NATIONAL CENTER FOR EARTHQUAKE RESEARCH DISK STAMPED---AIRPORT
 PY1084'1973---, ATTACHED TO THE TOP OF A PIPE RECESSED 20 CM BELOW GROUND,
 PY1084'ENCASED IN A 15-CM SLEEVE WITH COVER, FLUSH WITH GROUND.
 PY1084'LOCATED 135 METERS (443 FT) NORTHEAST FROM THE EXTENDED LINE OF THE
 PY1084'THRESHOLD LIGHTS, 1.45 METERS (4.75 FT) WEST FROM A FENCE POST WITH
 PY1084'BRACES, 1.05 METERS (3.45 FT) NORTHWEST FROM THE FENCE AND 0.4
 PY1084'METERS (1.3 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 PY1084'
 PY1084'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1084'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1084'
 PY1084'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1084'
 PY1084'DESCRIBED BY G.R. HEID.
 PY1084
 PY1084                          STATION RECOVERY (1987)
 PY1084
 PY1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY1084'5.7 KM (3.55 MI) NORTH FROM WEST YELLOWSTONE.
 PY1084'THE MARK IS 0.2 M BELOW THE GROUND SURFACE.
 PY1084'2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 PY1084'WITH U.S. HIGHWAY 20 IN WEST YELLOWSTONE, THENCE 1.1 KM (0.70 MI)
 PY1084'WEST ALONG A PAVED ROAD LEADING TO THE YELLOWSTONE AIRPORT, THENCE
 PY1084'0.4 KM (0.25 MI) WEST ACROSS A RUNWAY, THENCE 1.4 KM (0.85 MI)
 PY1084'NORTHEAST ALONG THE WEST AIRPORT BOUNDARY FENCE, 135.0 M (442.9 FT)
 PY1084'NORTHWEST OF THE END OF THE RUNWAY, 1.4 M (4.6 FT) WEST OF A FENCE
 PY1084'POST WITH BRACES, AND 1.0 M (3.3 FT) NORTHWEST OF A FENCE.  NOTE--THE
 PY1084'MARK IS PROTECTED BY A METAL SLEEVE AND CAP.
 PY1084'PIPE IS FLUSH WITH THE GROUND.
 PY1084'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 PY1084
 PY1084                          STATION RECOVERY (1990)
 PY1084
 PY1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PY1084'THE STATION IS LOCATED ABOUT 4.3 KM (2.67 MI) NORTH OF WEST
 PY1084'YELLOWSTONE, OUTSIDE THE WEST PERIMETER FENCE OF THE WEST YELLOWSTONE
 PY1084'REGIONAL AIRPORT, 135 M (442.91 FT) NORTH ALONG THE FENCE FROM THE
 PY1084'NORTH RUNWAY END LIGHTS IN WEST CENTRAL SECTION 15, T 13 S, R 5 E.
 PY1084'OWNERSHIP--WEST YELLOWSTONE REGIONAL AIRPORT.
 PY1084'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 191 AND 287
 PY1084'IN WEST YELLOWSTONE, GO NORTH ON HIGHWAYS 191 AND 287 FOR 2.79 KM
 PY1084'(1.73 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  CONTINUE AHEAD FOR
 PY1084'2.72 KM (1.69 MI) TO A ROAD LEFT LEADING TO THE MADISON ARM RESORT.
 PY1084'TURN LEFT, THEN LEFT AGAIN, AND GO SOUTH ON A GRAVEL ROAD PARALLEL TO
 PY1084'THE HIGHWAY FOR 0.40 KM (0.25 MI) TO A FENCE GAP.  CONTINUE SOUTH FOR
 PY1084'0.62 KM (0.39 MI) TO A FORK AT THE BASE OF A BLUFF.  BEAR RIGHT AND
 PY1084'GO WEST ON A TRACK ROAD ALONG THE BLUFF FOR 0.33 KM (0.21 MI) TO A
 PY1084'ROAD ON THE LEFT AT A GRAVEL PIT. TURN LEFT AND GO SOUTHEAST, UPGRADE
 PY1084', ON THE TRACK ROAD FOR 0.15 KM (0.09 MI) TO THE AIRPORT PERIMETER
 PY1084'FENCE. BEAR RIGHT AND GO SOUTH ALONG THE FENCE FOR 0.29 KM (0.18 MI)
 PY1084'TO THE STATION MARK.
 PY1084'THE STATION MARK IS A DOT INSIDE A SQUARE IN THE CENTER OF A
 PY1084'EARTHQUAKE RESEARCH DISK ATTACHED TO THE TOP OF A PIPE SET 20 CM
 PY1084'BELOW THE GROUND AND ENCASED IN A 15-CM METAL SLEEVE WITH A COVER
 PY1084'THAT IS FLUSH WITH THE SURFACE.  IT IS 1.0 M (3.28 FT) WEST OF THE
 PY1084'FENCE, 1.4 M (4.59 FT) NORTHWEST OF A FENCEPOST WITH BRACES, AND 0.4
 PY1084'M (1.31 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 PY1084'NOTE--4W/D REQUIRED IN VERY WET CONDITIONS.
 PY1084'DESCRIBED BY G.R.HEID.
 PY1084
 PY1084                          STATION RECOVERY (1991)
 PY1084
 PY1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PY1084'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) NORTH OF WEST
 PY1084'YELLOWSTONE, 0.7 KM (0.4 MI) WEST OF U.S. HIGHWAYS 191 AND 287, ALONG
 PY1084'THE WEST RUNWAY PERIMETER FENCE AT THE AIRPORT, ABOUT 0.3 KM
 PY1084'(0.2 MI) SOUTHWEST OF THE NORTHEAST END OF A FENCE AT A BLUFF AND ON
 PY1084'PROPERTY OF THE WEST YELLOWSTONE REGIONAL AIRPORT.
 PY1084'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 191 AND
 PY1084'287, IN WEST YELLOWSTONE, GO NORTH ON HIGHWAYS 191 AND 287 FOR 2.77
 PY1084'KM (1.72 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  CONTINUE
 PY1084'AHEAD FOR 3.75 KM (2.33 MI) TO A ROAD LEFT AT A SIGN --MADISON ARM
 PY1084'RESORT--.  TURN LEFT, THEN LEFT AGAIN, SOUTH, PARALLEL TO THE HIGHWAY
 PY1084'AND GO FOR 0.41 KM (0.25 MI) TO A FENCE GAP.  CONTINUE AHEAD FOR 0.65
 PY1084'KM (0.40 MI) TO A FORK AT THE BASE OF A BLUFF.  BEAR RIGHT, NORTHWEST
 PY1084'ALONG THE BLUFF FOR 0.33 KM (0.21 MI) TO A DIM ROAD LEFT AT A GRAVEL
 PY1084'PIT.  TURN LEFT, SOUTHWEST, UPHILL ON A DIM ROAD FOR 0.15 KM
 PY1084'(0.09 MI) TO THE RUNWAY PERIMETER FENCE.  TURN RIGHT, SOUTHWEST ALONG
 PY1084'THE FENCE FOR 0.28 KM (0.17 MI) TO THE STATION ON THE LEFT.
 PY1084'THE STATION IS A DOT INSIDE A SQUARE IN THE CENTER OF A USGS CENTER
 PY1084'FOR EARTHQUAKE RESEARCH DISK, ATTACHED TO A PIPE DRIVEN INTO THE
 PY1084'GROUND, RECESSED 20 CM, INSIDE A 15 CM SLEEVE WITH A COVER THAT IS
 PY1084'FLUSH.  LOCATED 135 M (442.9 FT) NORTHEAST OF THE EXTENDED LINE OF
 PY1084'THE THRESHOLD LIGHTS, 1.4 M (4.6 FT) WEST OF A BRACED FENCE POST, 1.0
 PY1084'M (3.3 FT) NORTHWEST OF A FENCE AND 0.4 M (1.3 FT) SOUTHWEST OF A
 PY1084'WITNESS POST.
 PY1084
 PY1084                          STATION RECOVERY (1993)
 PY1084
 PY1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CWW)
 PY1084'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO ERRORS IN THE
 PY1084'MILAGES OF THE TO REACH, A NEW DESCRIPTION FOLLOWS.
 PY1084'
 PY1084'THE STATION IS LOCATED ABOUT 2.7 MI (4.35 KM) NORTH OF WEST
 PY1084'YELLOWSTONE, 0.4 MI (0.64 KM) WEST OF U.S. HIGHWAYS 191 AND 287, ALONG
 PY1084'THE WEST PERIMETER FENCE OF THE AIRPORT, ABOUT 0.25 MI (0.40 KM)
 PY1084'SOUTHWEST OF THE NORTHEAST END OF A FENCE AT A BLUFF AND ON PROPERTY
 PY1084'OF THE WEST YELLOWSTONE REGIONAL AIRPORT.
 PY1084'
 PY1084'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 20, 191, AND 287, IN WEST
 PY1084'YELLOWSTONE, GO NORTH ON HIGHWAYS 191 AND 287 FOR 1.72 MI (2.77 KM) TO
 PY1084'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  CONTINUE NORTH ON HIGHWAYS 191
 PY1084'AND 287 FOR 1.75 MI (2.82 KM) TO A ROAD LEFT AT A SIGN --MADISON ARM
 PY1084'RESORT--. TURN LEFT, AND LEFT AGAIN AND FOLLOW ALONG A GRAVEL ROAD,
 PY1084'PARALLEL TO THE HIGHWAY, FOR 0.2 MI (0.32 KM) TO A GAP IN A FENCE.
 PY1084'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO A FORK AT
 PY1084'THE BASE OF A 30-FOOT BLUFF. BEAR RIGHT AND FOLLOW A GRAVEL ROAD WEST
 PY1084'FOR 0.2 MI (0.32 KM) TO THE CENTER OF A GRAVEL PIT AND A TRACK ROAD
 PY1084'LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD SOUTH FOR 0.1 MI (0.16 KM)
 PY1084'TO A FENCE.  BEAR RIGHT AND FOLLOW A TRACK ROAD ALONG THE AIRPORT
 PY1084'PERIMETER FENCE FOR 0.2 MI (0.32 KM) TO THE STATION.
 PY1084'
 PY1084'THE STATION IS A DOT INSIDE A SQUARE IN THE CENTER OF A USGS
 PY1084'EARTHQUAKE RESEARCH DISK, ATTACHED TO A PIPE IN THE GROUND WITH A
 PY1084'COVER OVER THE PIPE.  IT IS 4.6 FT (1.40 M) WEST OF A BRACED FENCE
 PY1084'POST, 3.3 FT (1.01 M) NORTHWEST OF A FENCE AND 1.3 FT (0.40 M)
 PY1084'SOUTHWEST OF A WITNESS POST.
 PY1084
 PY1084                          STATION RECOVERY (1996)
 PY1084
 PY1084'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (DS)
 PY1084'STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1991
 PY1084'EXCEPT THIS MARK APPEARS TO HAVE 2 PID NUMBERS PY1084 FOR MONTANA AND
 PY1084'PY1268 FOR WYOMING.
 PY1084
 PY1084                          STATION RECOVERY (1996)
 PY1084
 PY1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 PY1084'RECOVERED AS DESCRIBED BY J.D.  SWALLOW.
 PY1084
 PY1084                          STATION RECOVERY (1999)
 PY1084
 PY1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PY1084'RECOVERED AS DESCRIBED.
 PY1084
 PY1084                          STATION RECOVERY (1999)
 PY1084
 PY1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PY1084'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0402 ***********************************************************************
 QW0402  DESIGNATION -  AIRPORT 2
 QW0402  PID         -  QW0402
 QW0402  STATE/COUNTY-  MT/YELLOWSTONE
 QW0402  USGS QUAD   -  BILLINGS WEST (1975)
 QW0402
 QW0402                         *CURRENT SURVEY CONTROL
 QW0402  ___________________________________________________________________
 QW0402* NAD 83(1999)-  45 48 05.78668(N)    108 32 13.75298(W)     ADJUSTED  
 QW0402* NAVD 88     -      1081.352  (meters)    3547.74   (feet)  ADJUSTED  
 QW0402  ___________________________________________________________________
 QW0402  X           -  -1,416,299.867 (meters)                     COMP
 QW0402  Y           -  -4,223,769.955 (meters)                     COMP
 QW0402  Z           -   4,550,667.752 (meters)                     COMP
 QW0402  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 QW0402  ELLIP HEIGHT-        1068.03  (meters)          (04/16/01) GPS OBS
 QW0402  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 QW0402  DYNAMIC HT  -        1081.113 (meters)    3546.95  (feet)  COMP
 QW0402  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 QW0402
 QW0402  HORZ ORDER  -  A
 QW0402  VERT ORDER  -  FIRST     CLASS II
 QW0402  ELLP ORDER  -  FOURTH    CLASS I
 QW0402
 QW0402.This mark is at Billings Logan Intl Airport (BIL)
 QW0402
 QW0402.The horizontal coordinates were established by GPS observations
 QW0402.and adjusted by the National Geodetic Survey in April 2001..
 QW0402.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0402.DATUM ITEM on the data sheet items page.
 QW0402
 QW0402.The orthometric height was determined by differential leveling
 QW0402.and adjusted by the National Geodetic Survey in April 2001..
 QW0402
 QW0402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0402
 QW0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0402
 QW0402.The ellipsoidal height was determined by GPS observations
 QW0402.and is referenced to NAD 83.
 QW0402
 QW0402.The geoid height was determined by GEOID03.
 QW0402
 QW0402.The dynamic height is computed by dividing the NAVD 88
 QW0402.geopotential number by the normal gravity value computed on the
 QW0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0402.degrees latitude (g = 980.6199 gals.).
 QW0402
 QW0402.The modeled gravity was interpolated from observed gravity values.
 QW0402
 QW0402;                    North         East     Units Scale Factor Converg.
 QW0402;SPC MT       -   172,895.976   674,820.565   MT  0.99961355   +0 42 15.6
 QW0402;SPC MT       -   567,244.02  2,213,978.23   iFT  0.99961355   +0 42 15.6
 QW0402;UTM  12      - 5,074,954.929   691,382.747   MT  1.00005031   +1 45 58.4
 QW0402
 QW0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0402!SPC MT       -   0.99983259  x   0.99961355  =   0.99944621
 QW0402!UTM  12      -   0.99983259  x   1.00005031  =   0.99988289
 QW0402
 QW0402|---------------------------------------------------------------------|
 QW0402| PID    Reference Object                     Distance      Geod. Az  |
 QW0402|                                                           dddmmss.s |
 QW0402| QW0160 AIRPORT                              37.436 METERS 00721     |
 QW0402| AI2068 AIRPORT 2 AZ MK                     APPROX. 1.7 KM 0974956.4 |
 QW0402| AI2447 AIRPORT 2 RM 4                        8.705 METERS 11452     |
 QW0402| QW0517 BILLINGS JCT MTN ST MICROWAVE       APPROX.13.6 KM 1261519.0 |
 QW0402| QW0403 AIRPORT 2 RM 1                       21.394 METERS 12632     |
 QW0402| QW0514 BILLINGS B AIRWAY BEACON            APPROX.28.8 KM 1310752.5 |
 QW0402| QW0526 BILLINGS SUGAR REF RED STACK        APPROX. 4.7 KM 1394604.0 |
 QW0402| AI2069 AIRPORT 2 RM 2                       21.599 METERS 22834     |
 QW0402| AI2446 AIRPORT 2 RM 3                       14.228 METERS 26820     |
 QW0402| QW0558 BILLINGS AIRPORT BEACON             135.021 METERS 34001     |
 QW0402|---------------------------------------------------------------------|
 QW0402
 QW0402                          SUPERSEDED SURVEY CONTROL
 QW0402
 QW0402  NAD 83(1992)-  45 48 05.78664(N)    108 32 13.75425(W) AD(       ) A
 QW0402  ELLIP H (06/30/95) 1068.10   (m)                       GP(       ) 1 1
 QW0402  NAD 83(1992)-  45 48 05.78126(N)    108 32 13.73595(W) AD(       ) 3
 QW0402  NAD 83(1986)-  45 48 05.77396(N)    108 32 13.72216(W) AD(       ) 3
 QW0402  NAD 27      -  45 48 05.94700(N)    108 32 11.23500(W) AD(       ) 3
 QW0402  NAVD 88 (06/15/91) 1081.355  (m)         3547.75   (f) UNKNOWN     1 2
 QW0402
 QW0402.Superseded values are not recommended for survey control.
 QW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0402.See file dsdata.txt to determine how the superseded data were derived.
 QW0402
 QW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9138374955(NAD 83)
 QW0402_MARKER: DS = TRIANGULATION STATION DISK
 QW0402_SETTING: 66 = SET IN ROCK OUTCROP
 QW0402_SP_SET: ROCK OUTCROP
 QW0402_STAMPING: AIRPORT 2 1962
 QW0402_MARK LOGO: CGS   
 QW0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0402+STABILITY: POSITION/ELEVATION WELL
 QW0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0402+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1999
 QW0402
 QW0402  HISTORY     - Date     Condition        Report By
 QW0402  HISTORY     - 1962     MONUMENTED       CGS
 QW0402  HISTORY     - 1966     GOOD             CGS
 QW0402  HISTORY     - 1972     GOOD             NGS
 QW0402  HISTORY     - 1976     GOOD             NGS
 QW0402  HISTORY     - 1981     GOOD             NGS
 QW0402  HISTORY     - 1981     GOOD             NGS
 QW0402  HISTORY     - 19830305 GOOD             NGS
 QW0402  HISTORY     - 19950324 GOOD             CGS
 QW0402  HISTORY     - 19990702 POOR             NGS
 QW0402
 QW0402                          STATION DESCRIPTION
 QW0402
 QW0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 QW0402'STATION IS LOCATED AT THE BILLINGS MUNICIPAL AIRPORT, 2 MILES
 QW0402'NORTHWEST OF THE BILLINGS COURTHOUSE, NEAR THE SOUTH RIM OF THE
 QW0402'MESA AND ABOUT 30 FEET LOWER THAN THE AIRPORT FIELD LEVEL.
 QW0402'
 QW0402'TO REACH THE STATION FROM THE COURTHOUSE IN BILLINGS, GO NORTH
 QW0402'ON 27TH STREET FOR 2.0 MILES TO THE TOP OF THE MESA.  TURN
 QW0402'LEFT ON A DIM ROAD JUST SOUTH OF A STATUE AND GO 0.1 MILE
 QW0402'TO THE STATUE.  FROM HERE THE STATION IS 309 FEET SOUTH ON THE
 QW0402'RIM OF THE MESA.
 QW0402'
 QW0402'STATION MARK IS A STANDARD DISK, STAMPED AIRPORT 2 1962,
 QW0402'CEMENTED IN A DRILL HOLE IN A LARGE ROUND OUTCROP OF SANDSTONE.
 QW0402'IT IS IN THE CENTER OF THE OUTCROP, WHICH IS ABOUT 35 FEET
 QW0402'IN DIAMETER AND PROJECTING 20 FEET.  IT IS 252 FEET SOUTH OF THE
 QW0402'SOUTHEAST CORNER OF A MUSEUM BUILDING, 59 FEET NORTH OF THE
 QW0402'RIM OF THE MESA AND 309 FEET SOUTH SOUTHWEST OF THE CENTER
 QW0402'OF THE STATUE.
 QW0402'
 QW0402'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRPORT 2 NO 1
 QW0402'1962, CEMENTED IN A DRILL HOLE IN BEDROCK AT THE EXTREME EDGE
 QW0402'OF THE RIM, FLUSH WITH THE GROUND AND 22.0 FEET LOWER THAN
 QW0402'THE STATION.  IT IS 5.0 FEET NORTHWEST OF THE EAST EDGE OF A
 QW0402'CRACK IN THE RIM AND 1.5 FEET NORTH OF THE CRACK.
 QW0402'
 QW0402'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIRPORT 2 NO 2
 QW0402'1962, CEMENTED IN A DRILL HOLE IN BEDROCK AT THE EXTREME EDGE
 QW0402'OF THE RIM, FLUSH WITH THE GROUND AND 20.7 FEET LOWER THAN
 QW0402'THE STATION.  IT IS 30 FEET EAST OF THE EAST END OF A LARGE
 QW0402'CRACK IN THE RIM AND 3.0 FEET NORTH OF THE RIM.
 QW0402'
 QW0402'AZIMUTH MARK IS A STANDARD DISK, STAMPED AIRPORT 2 1962,
 QW0402'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE SLAB
 QW0402'OF AN OBSERVATION PLATFORM WHICH IS 9 FEET IN DIAMETER AND
 QW0402'HAS A PIPE RAILING AROUND IT.  IT IS IN LINE WITH THE
 QW0402'CONTINUATION OF 24TH STREET TO THE SOUTH, 100 FEET NORTH OF
 QW0402'THE EXTREME EDGE OF THE MESA RIM, 60 FEET SOUTH OF THE
 QW0402'CENTERLINE OF THE OLD RIM ROAD AND AT ABOUT THE SAME LEVEL.  TO
 QW0402'REACH FROM THE STATION, GO EAST SOUTHEAST ON THE RIM ROAD
 QW0402'FOR 1.05 MILES TO THE OBSERVATION PLATFORM ON THE RIGHT AND
 QW0402'THE AZIMUTH MARK.
 QW0402
 QW0402                          STATION RECOVERY (1966)
 QW0402
 QW0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 QW0402'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 QW0402'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 QW0402'WAS FOUND TO BE COMPLETELY ADEQUATE.
 QW0402'
 QW0402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 QW0402'MILES NORTHWEST OF THE BILLINGS COURTHOUSE, NEAR THE SOUTH
 QW0402'RIM OF THE MESA.
 QW0402
 QW0402                          STATION RECOVERY (1972)
 QW0402
 QW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 QW0402'THE STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 QW0402'AS DESCRIBED.
 QW0402'
 QW0402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 QW0402'NORTH OF BILLINGS
 QW0402
 QW0402                          STATION RECOVERY (1976)
 QW0402
 QW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 QW0402'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QW0402'
 QW0402'THE SHANK OF ONE REFERENCE MARK (RM 2) WAS FOUND WITH THE DISK
 QW0402'SHEARED OFF AND THE OTHER MARK COULD NOT BE FOUND.
 QW0402'
 QW0402'THE AZIMUTH MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 QW0402'
 QW0402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BILLINGS LOGAN
 QW0402'INTERNATIONAL AIRPORT.
 QW0402
 QW0402                          STATION RECOVERY (1981)
 QW0402
 QW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0402'IN BILLINGS.
 QW0402'IN BILLINGS, AT THE BILLINGS-LOGAN INTERNATION AIRPORT, IN THE TOP
 QW0402'CENTER OF A 35 BY 35 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 94.2
 QW0402'METERS (309.0 FT) SOUTH-SOUTHWEST OF THE W.S. HART STATUE, 76.8 METERS
 QW0402'(252.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A MUSEUM BUILDING, 31.1
 QW0402'METERS (102.0 FT) SOUTH OF THE CENTERLINE OF 27TH STREET NORTH, AND
 QW0402'18.0 METERS (59.0 FT) NORTH OF THE RIM OF A MESA.  NOTE=MARK IS BENT
 QW0402'AND TWISTED, BUT SOLID IN THE GROUND.  ROD WAS HELD ON THE E OF
 QW0402'SURVEY.
 QW0402'THE MARK IS 3.7 M BELOW THE STREET.
 QW0402
 QW0402                          STATION RECOVERY (1981)
 QW0402
 QW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0402'RECOVERED IN GOOD CONDITION.
 QW0402
 QW0402                          STATION RECOVERY (1983)
 QW0402
 QW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QW0402'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 QW0402'CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED BY VANDALS
 QW0402'WITH ONLY THE BATTERED STEMS REMAINING.  REFERENCE MARKS 3 AND 4 WERE
 QW0402'ESTABLISHED AT THIS DATE.
 QW0402'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF BILLINGS,
 QW0402'NEAR THE BILLINGS MUNICIPAL AIRPORT, AND ON THE SOUTH SIDE OF STATE
 QW0402'HIGHWAY 3, NEAR THE NORTH EDGE OF THE RIM.  TO REACH THE STATION FROM
 QW0402'THE YELLOWSTONE COUNTY COURTHOUSE AT THE JUNCTION OF STATE HIGHWAY 3
 QW0402'(27TH ST) AND 3RD AVE AT BILLINGS GO NORTH ON STATE HIGHWAY 3 FOR 3.22
 QW0402'KM (2.00 MI) TO THE ENTRANCE TO THE BILLINGS MUNICIPAL AIRPORT.  TURN
 QW0402'LEFT AND CONTINUE WESTERLY ON STATE HIGHWAY 3 FOR 0.16 KM (0.10 MI) TO
 QW0402'A POINT WHERE THE YELLOWSTONE COUNTY MUSEUM IS ON THE RIGHT AND THE
 QW0402'STATION IS ON THE LEFT, ABOUT 6.1 M (20.0 FT) LOWER THAN THE ROAD.
 QW0402'THE STATION IS A STANDARD CGS DISK STAMPED,---AIRPORT 2 1962---, SET
 QW0402'INTO A ROCK OUTCROP OF 10.7 METERS (35.1 FT) LARGEST DIMENSION. THE
 QW0402'STATION IS LOCATED 94 METERS (308.4 FT) SOUTHWEST OF THE STATUE AT THE
 QW0402'AIRPORT ENTRANCE, 77 METERS (252.6 FT) SOUTH FROM THE SOUTHEAST CORNER
 QW0402'OF THE MUSEUM, 18.2 METERS (59.7 FT) NORTH FROM THE EDGE OF THE RIM.
 QW0402'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,---AIRPORT 2 1962
 QW0402'NO 3 1983---, SET INTO A ROCK OUTCROP OF 5.5 METERS (18.0 FT) LARGEST
 QW0402'DIMENSION.  THE STATION IS LOCATED 14.3 METERS (46.9 FT) NORTH FROM
 QW0402'THE EDGE OF THE RIM AND 1.8 METERS (5.9 FT) LOWER THAN THE STATION.
 QW0402'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED,---AIRPORT 2 1962
 QW0402'NO 4 1983---, SET IN ROCK OUTCROP OF 7.3 METERS (24.0 FT) LARGEST
 QW0402'DIMENSION.  THE STATION IS LOCATED 15.2 METERS (49.9 FT) NORTH FROM
 QW0402'THE EDGE OF THE RIM AND 1.5 METERS (4.9 FT) LOWER THAN THE STATION.
 QW0402'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED,---AIRPORT 2 1962---,
 QW0402'SET IN A DRILL HOLE IN THE CENTER OF A 2.7 M (8.9 FT) DIAMETER
 QW0402'CONCRETE SLAB THAT ONCE WAS AN OBSERVATION PLANT.  THE STATION IS
 QW0402'LOCATED 30 METERS (98.4 FT) NORTH FROM THE EDGE OF THE RIM AND 18.3
 QW0402'METERS (60.0 FT) SOUTH FROM THE CENTER OF THE OLD PAVED ROAD.  TO
 QW0402'REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE HIGHWAY 3 FOR
 QW0402'0.16 KM (0.10 MI) TO THE POINT WHERE STATE HIGHWAY 3 TURNS SOUTH AT
 QW0402'THE ENTRANCE TO THE AIRPORT.  CONTINUE AHEAD EAST ON THE RIM ROAD FOR
 QW0402'1.6 KM (1.00 MI) TO A SIDE ROAD RIGHT AT A SIGN. TURN RIGHT AND GO
 QW0402'0.08 KM (0.05 MI) TO THE CONCRETE SLAB AND THE MARK.
 QW0402
 QW0402                          STATION RECOVERY (1995)
 QW0402
 QW0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995 (RPB)
 QW0402'RECOVERED AS DESCRIBED.
 QW0402
 QW0402                          STATION RECOVERY (1999)
 QW0402
 QW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QW0402'THE STATION IS LOCATED IN THE NORTH PART OF BILLINGS, ON THE SOUTH RIM
 QW0402'OF A MESA, ON THE SOUTH SIDE OF COUNTY HIGHWAY 3, 0.16 KM (0.10 MI)
 QW0402'SOUTHWEST OF THE JUNCTION OF HIGHWAY 3 AND THE TERMINAL ENTRANCE ROAD
 QW0402'OF THE BILLINGS LOGAN INTERNATIONAL AIRPORT.  TO REACH THE STATION
 QW0402'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 (EXIT 452) AND US HIGHWAY
 QW0402'87, FROM THE NORTHWEST END OF THE HIGHWAY 87 OVERPASS BRIDGE, GO
 QW0402'WESTERLY FOR 1.93 KM (1.20 MI) TO THE JUNCTION OF 1ST AVENUE (BUSINESS
 QW0402'ROUTE 90) AND US HIGHWAY 87 (MAIN STREET).  TURN RIGHT, NORTH OF
 QW0402'HIGHWAY 87 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF AIRPORT ROAD ON THE
 QW0402'LEFT.  TURN LEFT, WEST ON AIRPORT ROAD FOR 4.67 KM (2.90 MI) TO THE
 QW0402'JUNCTION OF THE AIRPORT TERMINAL ENTRANCE ROAD ON THE RIGHT, 27TH
 QW0402'AVENUE ON THE RIGHT AND COUNTY HIGHWAY 3 STRAIGHT AHEAD.  CONTINUE
 QW0402'AHEAD, WEST ON THE WESTBOUND LANE OF HIGHWAY 3 FOR 0.16 KM (0.1 MI)
 QW0402'(AT THIS POINT HIGHWAY BECOMES SINGLE LANE).  MAKE A U-TURN ONTO THE
 QW0402'EASTBOUND LANE OF THE HIGHWAY AND GO EAST FOR 0.08 KM (0.05 MI) TO THE
 QW0402'STATION ON THE RIGHT AND END OF TRUCK TRAVEL. PACK DOWNHILL FOR ABOUT
 QW0402'24.38 M (79.99 FT) ONTO THE SOUTH RIM OF THE MESA TO THE STATION, IN A
 QW0402'LARGE PROJECTION OF ROCK OUTCROP ABOUT 20 FT (6.1 M) BY 20 FT (6.1 M)
 QW0402'AND PROJECTING ABOUT 12 FT (3.7 M) ABOVE THE SLOPE OF THE MESA.  THE
 QW0402'STATION IS CEMENTED IN A MASS OF CONCRETE NEAR THE CENTER OF THE
 QW0402'OUTCROP.  THE STATION DISK HAS BEEN BENT AND IS LEANING ABOUT TEN
 QW0402'DEGREES TOWARD NORTH.  LOCATED ABOUT 45.72 M (150.00 FT) DOWNHILL AND
 QW0402'ACROSS THE HIGHWAY FROM THE COAL CAR OF THE STEAM ENGINE ON THE EAST
 QW0402'SIDE OF THE PROPERTY CITY MUSEUM BUILDING, 24.38 M (79.99 FT) SOUTH OF
 QW0402'THE SOUTH METAL GUARDRAIL OF HIGHWAY 3 (SLOPE MEASUREMENT), 14.48 M
 QW0402'(47.51 FT) SOUTHEAST OF A POWER POLE (SLOPE MEASUREMENT), AND 4.26 M
 QW0402'(13.98 FT) SOUTH OF THE TRUNK OF A TREE ON THE NORTH SIDE OF THE
 QW0402'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2068 ***********************************************************************
 AI2068  DESIGNATION -  AIRPORT 2 AZ MK
 AI2068  PID         -  AI2068
 AI2068  STATE/COUNTY-  MT/YELLOWSTONE
 AI2068  USGS QUAD   -  BILLINGS WEST (1975)
 AI2068
 AI2068                         *CURRENT SURVEY CONTROL
 AI2068  ___________________________________________________________________
 AI2068* NAD 83(1992)-  45 47 58.34139(N)    108 30 56.54827(W)     ADJUSTED  
 AI2068* NAVD 88     -      1070.7    (meters)    3513.     (feet)  VERT ANG  
 AI2068  ___________________________________________________________________
 AI2068  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AI2068  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 AI2068
 AI2068  HORZ ORDER  -  THIRD
 AI2068
 AI2068.The horizontal coordinates were established by classical geodetic methods
 AI2068.and adjusted by the National Geodetic Survey in December 2001..
 AI2068
 AI2068.The orthometric height was determined by vertical angle observations.
 AI2068
 AI2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2068
 AI2068.The geoid height was determined by GEOID03.
 AI2068
 AI2068;                    North         East     Units Scale Factor Converg.
 AI2068;SPC MT       -   172,686.929   676,489.865   MT  0.99961430   +0 43 12.0
 AI2068;SPC MT       -   566,558.17  2,219,454.94   iFT  0.99961430   +0 43 12.0
 AI2068;UTM  12      - 5,074,776.771   693,056.372   MT  1.00005823   +1 46 53.6
 AI2068
 AI2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2068!SPC MT       -   0.99983427  x   0.99961430  =   0.99944864
 AI2068!UTM  12      -   0.99983427  x   1.00005823  =   0.99989249
 AI2068
 AI2068                          SUPERSEDED SURVEY CONTROL
 AI2068
 AI2068.No superseded survey control is available for this station.
 AI2068
 AI2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9305674777(NAD 83)
 AI2068_MARKER: DZ = AZIMUTH MARK DISK
 AI2068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI2068_SP_SET: DRILL HOLE IN CONCRETE SLAB
 AI2068_STAMPING: AIRPORT 2 1962
 AI2068_MARK LOGO: CGS   
 AI2068_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2068
 AI2068  HISTORY     - Date     Condition        Report By
 AI2068  HISTORY     - 1962     MONUMENTED       CGS
 AI2068  HISTORY     - 19830305 GOOD             NGS
 AI2068
 AI2068                          STATION DESCRIPTION
 AI2068
 AI2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AI2068'THE STATION IS LOCATED ABOUT 3.22 METERS (10.56 FT) NORTHWEST OF
 AI2068'BILLINGS, 1.6 KM (1.00 MI) EAST OF THE ENTRANCE TO THE BILLINGS
 AI2068'MUNICIPAL AIRPORT AND ON THE SOUTH SIDE OF RIM ROAD.  TO REACH THE
 AI2068'STATION FROM THE YELLOWSTONE COUNTY COURTHOUSE IN BILLINGS GO NORTH ON
 AI2068'STATE HIGHWAY 3 (27TH ST) FOR 3.22 KM (2.00 MI) TO THE ENTRANCE TO THE
 AI2068'BILLINGS MUNICIPAL AIRPORT, TURN RIGHT AND GO EAST ON THE RIM ROAD FOR
 AI2068'1.6 KM (1.00 MI) TO A SIDE ROAD RIGHT AND THE STATION IN THE CONCRETE
 AI2068'SLAB.  THE STATION IS A STANDARD AZIMUTH MARK STAMPED, ---AIRPORT 2
 AI2068'1962---, SET IN A DRILL HOLE IN THE CENTER OF THE CONCRETE SLAB.  IT
 AI2068'IS 30 M (98.4 FT) NORTH OF THE EDGE OF THE RIM AND 18.3 M (60.0 FT)
 AI2068'SOUTH OF THE CENTER OF THE OLD SURFACED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0403 ***********************************************************************
 QW0403  DESIGNATION -  AIRPORT 2 RM 1
 QW0403  PID         -  QW0403
 QW0403  STATE/COUNTY-  MT/YELLOWSTONE
 QW0403  USGS QUAD   -  BILLINGS WEST (1975)
 QW0403
 QW0403                         *CURRENT SURVEY CONTROL
 QW0403  ___________________________________________________________________
 QW0403* NAD 83(1986)-  45 48 05.     (N)    108 32 13.     (W)     SCALED    
 QW0403* NAVD 88     -      1074.640  (meters)    3525.71   (feet)  ADJUSTED  
 QW0403  ___________________________________________________________________
 QW0403  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 QW0403  DYNAMIC HT  -        1074.401 (meters)    3524.93  (feet)  COMP
 QW0403  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 QW0403
 QW0403  VERT ORDER  -  FIRST     CLASS II
 QW0403
 QW0403.This mark is at Billings Logan Intl Airport (BIL)
 QW0403
 QW0403.The horizontal coordinates were scaled from a topographic map and have
 QW0403.an estimated accuracy of +/- 6 seconds.
 QW0403
 QW0403.The orthometric height was determined by differential leveling
 QW0403.and adjusted by the National Geodetic Survey in June 1991..
 QW0403
 QW0403.The geoid height was determined by GEOID03.
 QW0403
 QW0403.The dynamic height is computed by dividing the NAVD 88
 QW0403.geopotential number by the normal gravity value computed on the
 QW0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0403.degrees latitude (g = 980.6199 gals.).
 QW0403
 QW0403.The modeled gravity was interpolated from observed gravity values.
 QW0403
 QW0403;                    North         East    Units  Estimated Accuracy
 QW0403;SPC MT       -   172,870.      674,840.      MT  (+/- 180 meters Scaled)
 QW0403
 QW0403                          SUPERSEDED SURVEY CONTROL
 QW0403
 QW0403.No superseded survey control is available for this station.
 QW0403
 QW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR914749(NAD 83)
 QW0403_MARKER: DR = REFERENCE MARK DISK
 QW0403_SETTING: 66 = SET IN ROCK OUTCROP
 QW0403_SP_SET: ROCK OUTCROP
 QW0403_STAMPING: AIRPORT 2 NO 1 1962
 QW0403_MARK LOGO: CGS   
 QW0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0403+STABILITY: POSITION/ELEVATION WELL
 QW0403
 QW0403  HISTORY     - Date     Condition        Report By
 QW0403  HISTORY     - 1962     MONUMENTED       CGS
 QW0403  HISTORY     - 1981     GOOD             NGS
 QW0403
 QW0403                          STATION DESCRIPTION
 QW0403
 QW0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0403'IN BILLINGS.
 QW0403'IN BILLINGS, AT THE BILLINGS-LOGAN INTERNATIONAL AIRPORT, IN TOP OF A
 QW0403'20 BY 300 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 115.8 METERS (380.0
 QW0403'FT) SOUTH OF THE CENTER OF THE W.S. HART STATUE, 55.2 METERS (181.0
 QW0403'FT) SOUTH OF THE CENTERLINE OF 27TH STREET NORTH, 21.4 METERS (70.2
 QW0403'FT) SOUTHEAST OF AIRPORT 2, AND 1.5 METERS (5.0 FT) NORTHWEST OF THE
 QW0403'EAST EDGE OF A CRACK IN THE BEDROCK.
 QW0403'THE MARK IS 7.6 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2446 ***********************************************************************
 AI2446  DESIGNATION -  AIRPORT 2 RM 3
 AI2446  PID         -  AI2446
 AI2446  STATE/COUNTY-  MT/YELLOWSTONE
 AI2446  USGS QUAD   -  BILLINGS WEST (1975)
 AI2446
 AI2446                         *CURRENT SURVEY CONTROL
 AI2446  ___________________________________________________________________
 AI2446* NAD 83(1992)-  45 48 05.76052(N)    108 32 14.38074(W)     ADJUSTED  
 AI2446* NAVD 88     -      1081.     (meters)    3547.     (feet)  SCALED    
 AI2446  ___________________________________________________________________
 AI2446  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AI2446  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 AI2446
 AI2446  HORZ ORDER  -  THIRD
 AI2446
 AI2446.The horizontal coordinates were established by classical geodetic methods
 AI2446.and adjusted by the National Geodetic Survey in December 2001..
 AI2446
 AI2446.The orthometric height was scaled from a topographic map.
 AI2446
 AI2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2446
 AI2446.The geoid height was determined by GEOID03.
 AI2446
 AI2446;                    North         East     Units Scale Factor Converg.
 AI2446;SPC MT       -   172,895.002   674,807.025   MT  0.99961355   +0 42 15.1
 AI2446;SPC MT       -   567,240.82  2,213,933.81   iFT  0.99961355   +0 42 15.1
 AI2446;UTM  12      - 5,074,953.704   691,369.222   MT  1.00005025   +1 45 58.0
 AI2446
 AI2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2446!SPC MT       -   0.99983259  x   0.99961355  =   0.99944621
 AI2446!UTM  12      -   0.99983259  x   1.00005025  =   0.99988283
 AI2446
 AI2446                          SUPERSEDED SURVEY CONTROL
 AI2446
 AI2446.No superseded survey control is available for this station.
 AI2446
 AI2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9136974954(NAD 83)
 AI2446_MARKER: DR = REFERENCE MARK DISK
 AI2446_SETTING: 66 = SET IN ROCK OUTCROP
 AI2446_STAMPING: AIRPORT 2 1962 NO 3 1983
 AI2446_MARK LOGO: NGS   
 AI2446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI2446+STABILITY: POSITION/ELEVATION WELL
 AI2446
 AI2446  HISTORY     - Date     Condition        Report By
 AI2446  HISTORY     - 1983     MONUMENTED       NGS
 AI2446
 AI2446                          STATION DESCRIPTION
 AI2446
 AI2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AI2446'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,---AIRPORT 2 1962
 AI2446'NO 3 1983---, SET INTO A ROCK OUTCROP OF 5.5 METERS (18.0 FT) LARGEST
 AI2446'DIMENSION.  THE STATION IS LOCATED 14.3 METERS (46.9 FT) NORTH FROM
 AI2446'THE EDGE OF THE RIM AND 1.8 METERS (5.9 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2447 ***********************************************************************
 AI2447  DESIGNATION -  AIRPORT 2 RM 4
 AI2447  PID         -  AI2447
 AI2447  STATE/COUNTY-  MT/YELLOWSTONE
 AI2447  USGS QUAD   -  BILLINGS WEST (1975)
 AI2447
 AI2447                         *CURRENT SURVEY CONTROL
 AI2447  ___________________________________________________________________
 AI2447* NAD 83(1992)-  45 48 05.65537(N)    108 32 13.35645(W)     ADJUSTED  
 AI2447* NAVD 88     -      1081.     (meters)    3547.     (feet)  SCALED    
 AI2447  ___________________________________________________________________
 AI2447  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AI2447  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 AI2447
 AI2447  HORZ ORDER  -  THIRD
 AI2447
 AI2447.The horizontal coordinates were established by classical geodetic methods
 AI2447.and adjusted by the National Geodetic Survey in December 2001..
 AI2447
 AI2447.The orthometric height was scaled from a topographic map.
 AI2447
 AI2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2447
 AI2447.The geoid height was determined by GEOID03.
 AI2447
 AI2447;                    North         East     Units Scale Factor Converg.
 AI2447;SPC MT       -   172,892.029   674,829.173   MT  0.99961356   +0 42 15.9
 AI2447;SPC MT       -   567,231.07  2,214,006.47   iFT  0.99961356   +0 42 15.9
 AI2447;UTM  12      - 5,074,951.141   691,391.432   MT  1.00005035   +1 45 58.7
 AI2447
 AI2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2447!SPC MT       -   0.99983259  x   0.99961356  =   0.99944622
 AI2447!UTM  12      -   0.99983259  x   1.00005035  =   0.99988293
 AI2447
 AI2447                          SUPERSEDED SURVEY CONTROL
 AI2447
 AI2447.No superseded survey control is available for this station.
 AI2447
 AI2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9139174951(NAD 83)
 AI2447_MARKER: DR = REFERENCE MARK DISK
 AI2447_SETTING: 66 = SET IN ROCK OUTCROP
 AI2447_STAMPING: AIRPORT 2 1962 NO 4 1983
 AI2447_MARK LOGO: NGS   
 AI2447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI2447+STABILITY: POSITION/ELEVATION WELL
 AI2447
 AI2447  HISTORY     - Date     Condition        Report By
 AI2447  HISTORY     - 1983     MONUMENTED       NGS
 AI2447
 AI2447                          STATION DESCRIPTION
 AI2447
 AI2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AI2447'METERS (5.9 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 4 IS A
 AI2447'STANDARD NGS DISK STAMPED,---AIRPORT 2 1962 NO 4 1983---, SET IN ROCK
 AI2447'OUTCROP OF 7.3 METERS (24.0 FT) LARGEST DIMENSION.  THE STATION IS
 AI2447'LOCATED 15.2 METERS (49.9 FT) NORTH FROM THE EDGE OF THE RIM AND 1.5
 AI2447'METERS (4.9 FT) LOWER THAN THE STATION. LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2143 ***********************************************************************
 AI2143  DESIGNATION -  AIRPORT AZ MK
 AI2143  PID         -  AI2143
 AI2143  STATE/COUNTY-  MT/PARK
 AI2143  USGS QUAD   -  LIVINGSTON (1951)
 AI2143
 AI2143                         *CURRENT SURVEY CONTROL
 AI2143  ___________________________________________________________________
 AI2143* NAD 83(1992)-  45 40 00.87932(N)    110 31 59.71527(W)     ADJUSTED  
 AI2143* NAVD 88     -      1398.3    (meters)    4588.     (feet)  VERT ANG  
 AI2143  ___________________________________________________________________
 AI2143  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AI2143  GEOID HEIGHT-         -10.44  (meters)                     GEOID03
 AI2143
 AI2143  HORZ ORDER  -  THIRD
 AI2143
 AI2143.The horizontal coordinates were established by classical geodetic methods
 AI2143.and adjusted by the National Geodetic Survey in December 2001..
 AI2143
 AI2143.The orthometric height was determined by vertical angle observations.
 AI2143
 AI2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2143
 AI2143.The geoid height was determined by GEOID03.
 AI2143
 AI2143;                    North         East     Units Scale Factor Converg.
 AI2143;SPC MT       -   158,001.407   519,511.095   MT  0.99966521   -0 45 21.0
 AI2143;SPC MT       -   518,377.32  1,704,432.73   iFT  0.99966521   -0 45 21.0
 AI2143;UTM  12      - 5,057,146.022   536,357.446   MT  0.99961625   +0 20 01.9
 AI2143
 AI2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2143!SPC MT       -   0.99978246  x   0.99966521  =   0.99944775
 AI2143!UTM  12      -   0.99978246  x   0.99961625  =   0.99939880
 AI2143
 AI2143                          SUPERSEDED SURVEY CONTROL
 AI2143
 AI2143.No superseded survey control is available for this station.
 AI2143
 AI2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR3635757146(NAD 83)
 AI2143_MARKER: DZ = AZIMUTH MARK DISK
 AI2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2143_STAMPING: AIRPORT 1950
 AI2143_MARK LOGO: CGS   
 AI2143_PROJECTION: FLUSH
 AI2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2143+STABILITY: SURFACE MOTION
 AI2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2143+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 AI2143
 AI2143  HISTORY     - Date     Condition        Report By
 AI2143  HISTORY     - 1950     MONUMENTED       CGS
 AI2143  HISTORY     - 19840515 GOOD             NGS
 AI2143  HISTORY     - 20060327 GOOD             INDIV
 AI2143
 AI2143                          STATION DESCRIPTION
 AI2143
 AI2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI2143'THE STATION IS LOCATED ABOUT 1 MILE (1.6 KM) EAST OF LIVINGSTON, 0.48
 AI2143'KM (0.30 MI) NORTHWEST OF INTERSTATE HIGHWAY 90 AND ON ROAD RIGHT OF
 AI2143'WAY.  TO REACH THE STATION FROM THE INTERSECTION OF EAST PARK
 AI2143'(BUSINESS ROUTE 90) AND MAIN STREET IN LIVINGSTON GO NORTHEAST ON
 AI2143'BUSINESS ROUTE 90 FOR 4.02 KM (2.50 MI) TO A SIDE ROAD RIGHT AND A
 AI2143'REVERSE FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST ON THE GRAVELED
 AI2143'ROAD FOR 2.25 KM (1.40 MI) TO THE RIVER.  TURN SHARP LEFT UPHILL FOR
 AI2143'0.48 KM (0.30 MI) TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT.
 AI2143'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED---AIRPORT
 AI2143'1950---, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 AI2143'THE GROUND SURFACE.  IT IS 13.7 M (44.9 FT) SOUTH OF THE CENTER OF THE
 AI2143'GRAVELED ROAD, 7.3 M (24.0 FT) WEST OF THE CENTER OF THE TRACK ROAD,
 AI2143'4.3 M (14.1 FT) NORTH-NORTHEAST OF A POWER POLE, AND 0.6 M (2.0 FT)
 AI2143'EAST OF A WITNESS POST.
 AI2143
 AI2143                          STATION RECOVERY (2006)
 AI2143
 AI2143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CLB)
 AI2143'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0159 ***********************************************************************
 QW0159  DESIGNATION -  AIRPORT RM 1
 QW0159  PID         -  QW0159
 QW0159  STATE/COUNTY-  MT/YELLOWSTONE
 QW0159  USGS QUAD   -  BILLINGS WEST (1975)
 QW0159
 QW0159                         *CURRENT SURVEY CONTROL
 QW0159  ___________________________________________________________________
 QW0159* NAD 83(1986)-  45 48 07.     (N)    108 32 13.     (W)     SCALED    
 QW0159* NAVD 88     -      1084.151  (meters)    3556.92   (feet)  ADJUSTED  
 QW0159  ___________________________________________________________________
 QW0159  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 QW0159  DYNAMIC HT  -        1083.911 (meters)    3556.13  (feet)  COMP
 QW0159  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 QW0159
 QW0159  VERT ORDER  -  FIRST     CLASS II
 QW0159
 QW0159.This mark is at Billings Logan Intl Airport (BIL)
 QW0159
 QW0159.The horizontal coordinates were scaled from a topographic map and have
 QW0159.an estimated accuracy of +/- 6 seconds.
 QW0159
 QW0159.The orthometric height was determined by differential leveling
 QW0159.and adjusted by the National Geodetic Survey in June 1991..
 QW0159
 QW0159.The geoid height was determined by GEOID03.
 QW0159
 QW0159.The dynamic height is computed by dividing the NAVD 88
 QW0159.geopotential number by the normal gravity value computed on the
 QW0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0159.degrees latitude (g = 980.6199 gals.).
 QW0159
 QW0159.The modeled gravity was interpolated from observed gravity values.
 QW0159
 QW0159;                    North         East    Units  Estimated Accuracy
 QW0159;SPC MT       -   172,930.      674,840.      MT  (+/- 180 meters Scaled)
 QW0159
 QW0159                          SUPERSEDED SURVEY CONTROL
 QW0159
 QW0159  NGVD 29 (??/??/92) 1083.376  (m)         3554.38   (f) ADJ UNCH    1 2
 QW0159
 QW0159.Superseded values are not recommended for survey control.
 QW0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0159.See file dsdata.txt to determine how the superseded data were derived.
 QW0159
 QW0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR913749(NAD 83)
 QW0159_MARKER: DR = REFERENCE MARK DISK
 QW0159_SETTING: 66 = SET IN ROCK OUTCROP
 QW0159_SP_SET: BEDROCK
 QW0159_STAMPING: AIRPORT NO 1 1939
 QW0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0159+STABILITY: POSITION/ELEVATION WELL
 QW0159
 QW0159  HISTORY     - Date     Condition        Report By
 QW0159  HISTORY     - 1939     MONUMENTED       CGS
 QW0159  HISTORY     - 1957     GOOD             NGS
 QW0159
 QW0159                          STATION DESCRIPTION
 QW0159
 QW0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0159'2.1 MI NW FROM BILLINGS.
 QW0159'ABOUT 2.1 MILES NORTHWEST ALONG 27TH STREET FROM THE COURTHOUSE AT
 QW0159'BILLINGS, IN SECTION 30, T 1 N, R 26 E, AT THE BILLINGS MUNICIPAL
 QW0159'AIRPORT, IN THE TOP OF A LARGE FLAT SANDSTONE BED ROCK NEAR THE SOUTH
 QW0159'RIM OF THE MESA, 161 FEET SOUTHWEST OF A STATUE OF WILLIAM S. HART,
 QW0159'14.6 FEET NORTH-NORTHEAST OF THE STATION, AND ABOUT FLUSH WITH THE
 QW0159'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0161 ***********************************************************************
 QW0161  DESIGNATION -  AIRPORT RM 2
 QW0161  PID         -  QW0161
 QW0161  STATE/COUNTY-  MT/YELLOWSTONE
 QW0161  USGS QUAD   -  BILLINGS WEST (1975)
 QW0161
 QW0161                         *CURRENT SURVEY CONTROL
 QW0161  ___________________________________________________________________
 QW0161* NAD 83(1986)-  45 48 07.     (N)    108 32 13.     (W)     SCALED    
 QW0161* NAVD 88     -      1084.321  (meters)    3557.48   (feet)  ADJUSTED  
 QW0161  ___________________________________________________________________
 QW0161  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 QW0161  DYNAMIC HT  -        1084.081 (meters)    3556.69  (feet)  COMP
 QW0161  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 QW0161
 QW0161  VERT ORDER  -  FIRST     CLASS II
 QW0161
 QW0161.This mark is at Billings Logan Intl Airport (BIL)
 QW0161
 QW0161.The horizontal coordinates were scaled from a topographic map and have
 QW0161.an estimated accuracy of +/- 6 seconds.
 QW0161
 QW0161.The orthometric height was determined by differential leveling
 QW0161.and adjusted by the National Geodetic Survey in June 1991..
 QW0161
 QW0161.The geoid height was determined by GEOID03.
 QW0161
 QW0161.The dynamic height is computed by dividing the NAVD 88
 QW0161.geopotential number by the normal gravity value computed on the
 QW0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0161.degrees latitude (g = 980.6199 gals.).
 QW0161
 QW0161.The modeled gravity was interpolated from observed gravity values.
 QW0161
 QW0161;                    North         East    Units  Estimated Accuracy
 QW0161;SPC MT       -   172,930.      674,840.      MT  (+/- 180 meters Scaled)
 QW0161
 QW0161                          SUPERSEDED SURVEY CONTROL
 QW0161
 QW0161  NGVD 29 (??/??/92) 1083.546  (m)         3554.93   (f) ADJ UNCH    1 2
 QW0161
 QW0161.Superseded values are not recommended for survey control.
 QW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0161.See file dsdata.txt to determine how the superseded data were derived.
 QW0161
 QW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR913749(NAD 83)
 QW0161_MARKER: DR = REFERENCE MARK DISK
 QW0161_SETTING: 66 = SET IN ROCK OUTCROP
 QW0161_SP_SET: BEDROCK
 QW0161_STAMPING: AIRPORT NO 2 1939
 QW0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0161+STABILITY: POSITION/ELEVATION WELL
 QW0161
 QW0161  HISTORY     - Date     Condition        Report By
 QW0161  HISTORY     - 1939     MONUMENTED       CGS
 QW0161  HISTORY     - 1957     GOOD             NGS
 QW0161  HISTORY     - 1981     MARK NOT FOUND   NGS
 QW0161
 QW0161                          STATION DESCRIPTION
 QW0161
 QW0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0161'2.1 MI NW FROM BILLINGS.
 QW0161'ABOUT 2.1 MILES NORTHWEST ALONG 27TH STREET FROM THE COURTHOUSE AT
 QW0161'BILLINGS, IN SECTION 30, T 1 N, R 26 E, AT THE BILLINGS MUNICIPAL
 QW0161'AIRPORT, IN THE TOP OF A LARGE SANDSTONE BED ROCK NEAR THE SOUTH RIM
 QW0161'OF THE MESA, 175 FEET SOUTHWEST OF A STATUE OF WILLIAM S. HART, 19
 QW0161'FEET EAST OF THE STATION, AND ABOUT FLUSH WITH THE GROUND.
 QW0161
 QW0161                          STATION RECOVERY (1981)
 QW0161
 QW0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0531 ***********************************************************************
 QY0531  DESIGNATION -  AIRWAY BCN 30 10 MI SSW DILLON
 QY0531  PID         -  QY0531
 QY0531  STATE/COUNTY-  MT/BEAVERHEAD
 QY0531  USGS QUAD   -  DALYS (1952)
 QY0531
 QY0531                         *CURRENT SURVEY CONTROL
 QY0531  ___________________________________________________________________
 QY0531* NAD 83(1992)-  45 04 13.06332(N)    112 48 38.86076(W)     ADJUSTED  
 QY0531* NAVD 88     -                                                        
 QY0531  ___________________________________________________________________
 QY0531  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 QY0531  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 QY0531
 QY0531  HORZ ORDER  -  THIRD
 QY0531
 QY0531.The horizontal coordinates were established by classical geodetic methods
 QY0531.and adjusted by the National Geodetic Survey in July 1992..
 QY0531
 QY0531
 QY0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0531
 QY0531.The geoid height was determined by GEOID03.
 QY0531
 QY0531;                    North         East     Units Scale Factor Converg.
 QY0531;SPC MT       -    96,685.643   339,362.156   MT  0.99995854   -2 25 18.7
 QY0531;SPC MT       -   317,210.11  1,113,392.90   iFT  0.99995854   -2 25 18.7
 QY0531;UTM  12      - 4,992,354.349   357,456.324   MT  0.99984984   -1 16 56.0
 QY0531
 QY0531                          SUPERSEDED SURVEY CONTROL
 QY0531
 QY0531  NAD 83(1986)-  45 04 13.06729(N)    112 48 38.85853(W) AD(       ) 4
 QY0531  NAD 27      -  45 04 13.38000(N)    112 48 35.72000(W) AD(       ) 3
 QY0531
 QY0531.Superseded values are not recommended for survey control.
 QY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0531.See file dsdata.txt to determine how the superseded data were derived.
 QY0531
 QY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ5745692354(NAD 83)
 QY0531
 QY0531  HISTORY     - Date     Condition        Report By
 QY0531  HISTORY     - 1956     MONUMENTED       CGS
 QY0531
 QY0531                          STATION DESCRIPTION
 QY0531
 QY0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0531'THE STATION IS LOCATED 10 MILES SOUTH-SOUTHWEST OF DILLON,
 QY0531'1/4 MILE WEST OF U.S. HIGHWAY 91, AND ON THE TOP OF A HIGH
 QY0531'MOUNTAIN LOOKING DOWN INTO THE VALLEY TO THE NORTHEAST.  IT
 QY0531'IS A CONVENTIONAL AIRWAY BEACON 94 FEET HIGH AND THE POINT
 QY0531'OBSERVED ON WAS THE CENTER OF THE REVOLVING LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0516 ***********************************************************************
 QY0516  DESIGNATION -  AIRWAY BCN 32 DILLON MUN APT
 QY0516  PID         -  QY0516
 QY0516  STATE/COUNTY-  MT/BEAVERHEAD
 QY0516  USGS QUAD   -  GLEN SE (1979)
 QY0516
 QY0516                         *CURRENT SURVEY CONTROL
 QY0516  ___________________________________________________________________
 QY0516* NAD 83(1992)-  45 15 09.21280(N)    112 33 15.79209(W)     ADJUSTED  
 QY0516* NAVD 88     -                                                        
 QY0516  ___________________________________________________________________
 QY0516  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 QY0516  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 QY0516
 QY0516  HORZ ORDER  -  THIRD
 QY0516
 QY0516.This mark is at Dillon Airport (DLN)
 QY0516
 QY0516.The horizontal coordinates were established by classical geodetic methods
 QY0516.and adjusted by the National Geodetic Survey in July 1992..
 QY0516
 QY0516
 QY0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0516
 QY0516.The geoid height was determined by GEOID03.
 QY0516
 QY0516;                    North         East     Units Scale Factor Converg.
 QY0516;SPC MT       -   116,104.034   360,326.485   MT  0.99985779   -2 14 03.5
 QY0516;SPC MT       -   380,918.75  1,182,173.51   iFT  0.99985779   -2 14 03.5
 QY0516;UTM  12      - 5,012,182.317   378,030.064   MT  0.99978292   -1 06 14.7
 QY0516
 QY0516                          SUPERSEDED SURVEY CONTROL
 QY0516
 QY0516  NAD 83(1986)-  45 15 09.21370(N)    112 33 15.79193(W) AD(       ) 4
 QY0516  NAD 27      -  45 15 09.49200(N)    112 33 12.72700(W) AD(       ) 3
 QY0516
 QY0516.Superseded values are not recommended for survey control.
 QY0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0516.See file dsdata.txt to determine how the superseded data were derived.
 QY0516
 QY0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7803012182(NAD 83)
 QY0516
 QY0516  HISTORY     - Date     Condition        Report By
 QY0516  HISTORY     - 1956     MONUMENTED       CGS
 QY0516  HISTORY     - 1958     SEE DESCRIPTION  CGS
 QY0516
 QY0516                          STATION DESCRIPTION
 QY0516
 QY0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0516'THE STATION IS ABOUT 4 MILES NORTH OF DILLON AND 1 MILE EAST
 QY0516'OF STATE HIGHWAY 41.  IT IS A CONVENTIONAL AIRWAY BEACON
 QY0516'57 FEET HIGH AND THE POINT OBSERVED ON WAS THE REVOLVING
 QY0516'LIGHT AT THE TOP.
 QY0516
 QY0516                          STATION RECOVERY (1958)
 QY0516
 QY0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 QY0516'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QY0516'THE BEACON IS LOCATED AT THE REAR OF THE C.A.A. BUILDINGS
 QY0516'AT THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0342 ***********************************************************************
 QV0342  DESIGNATION -  AIRWAY BCN 34 10 MI NW WYOLA
 QV0342  PID         -  QV0342
 QV0342  STATE/COUNTY-  MT/BIG HORN
 QV0342  USGS QUAD   -  WILLOW CREEK DAM (1969)
 QV0342
 QV0342                         *CURRENT SURVEY CONTROL
 QV0342  ___________________________________________________________________
 QV0342* NAD 83(1993)-  45 11 49.51426(N)    107 34 56.17930(W)     ADJUSTED  
 QV0342* NAVD 88     -                                                        
 QV0342  ___________________________________________________________________
 QV0342  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 QV0342  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 QV0342
 QV0342  HORZ ORDER  -  THIRD
 QV0342
 QV0342.The horizontal coordinates were established by classical geodetic methods
 QV0342.and adjusted by the National Geodetic Survey in January 1997..
 QV0342
 QV0342
 QV0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0342
 QV0342.The geoid height was determined by GEOID03.
 QV0342
 QV0342;                    North         East     Units Scale Factor Converg.
 QV0342;SPC MT       -   107,110.580   750,655.486   MT  0.99988742   +1 24 10.2
 QV0342;SPC MT       -   351,412.66  2,462,780.47   iFT  0.99988742   +1 24 10.2
 QV0342;UTM  13      - 5,008,088.735   297,176.785   MT  1.00010584   -1 49 58.2
 QV0342
 QV0342                          SUPERSEDED SURVEY CONTROL
 QV0342
 QV0342  NAD 83(1992)-  45 11 49.50598(N)    107 34 56.16789(W) AD(       ) 4
 QV0342  NAD 83(1986)-  45 11 49.50828(N)    107 34 56.16237(W) AD(       ) 4
 QV0342  NAD 27      -  45 11 49.64000(N)    107 34 53.80900(W) AD(       ) 3
 QV0342
 QV0342.Superseded values are not recommended for survey control.
 QV0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0342.See file dsdata.txt to determine how the superseded data were derived.
 QV0342
 QV0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL9717708089(NAD 83)
 QV0342_MARKER: 21 = AIRPORT BEACON
 QV0342
 QV0342  HISTORY     - Date     Condition        Report By
 QV0342  HISTORY     - 1957     FIRST OBSERVED   CGS
 QV0342
 QV0342                          STATION DESCRIPTION
 QV0342
 QV0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0342'THE STATION IS 12 MILES SOUTHWEST OF LODGE GRASS AND 10 MILES
 QV0342'NORTHWEST OF WYOLA.  THE BEACON IS SUPPORTED BY FOUR STRUCTURAL
 QV0342'STEEL LEGS, ORANGE IN COLOR AND 50 FEET IN HEIGHT.  THE POINT
 QV0342'OBSERVED WAS THE CENTER OF THE REVOLVING RED AND GREEN LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0497 ***********************************************************************
 QY0497  DESIGNATION -  AIRWAY BCN 34 NNE TWIN BRIDGES
 QY0497  PID         -  QY0497
 QY0497  STATE/COUNTY-  MT/MADISON
 QY0497  USGS QUAD   -  TWIN BRIDGES (1989)
 QY0497
 QY0497                         *CURRENT SURVEY CONTROL
 QY0497  ___________________________________________________________________
 QY0497* NAD 83(1992)-  45 37 21.50416(N)    112 16 39.83830(W)     ADJUSTED  
 QY0497* NAVD 88     -                                                        
 QY0497  ___________________________________________________________________
 QY0497  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 QY0497  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 QY0497
 QY0497  HORZ ORDER  -  THIRD
 QY0497
 QY0497.The horizontal coordinates were established by classical geodetic methods
 QY0497.and adjusted by the National Geodetic Survey in July 1992..
 QY0497
 QY0497
 QY0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0497
 QY0497.The geoid height was determined by GEOID03.
 QY0497
 QY0497;                    North         East     Units Scale Factor Converg.
 QY0497;SPC MT       -   156,391.294   383,483.587   MT  0.99968336   -2 01 54.9
 QY0497;SPC MT       -   513,094.80  1,258,148.25   iFT  0.99968336   -2 01 54.9
 QY0497;UTM  12      - 5,052,915.514   400,391.934   MT  0.99972198   -0 54 48.0
 QY0497
 QY0497                          SUPERSEDED SURVEY CONTROL
 QY0497
 QY0497  NAD 83(1986)-  45 37 21.50622(N)    112 16 39.83219(W) AD(       ) 4
 QY0497  NAD 27      -  45 37 21.77100(N)    112 16 36.83300(W) AD(       ) 3
 QY0497
 QY0497.Superseded values are not recommended for survey control.
 QY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0497.See file dsdata.txt to determine how the superseded data were derived.
 QY0497
 QY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR0039252916(NAD 83)
 QY0497
 QY0497  HISTORY     - Date     Condition        Report By
 QY0497  HISTORY     - 1956     MONUMENTED       CGS
 QY0497
 QY0497                          STATION DESCRIPTION
 QY0497
 QY0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0497'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF STATE HIGHWAY
 QY0497'41, ON THE HIGHEST POINT OF A LOW FLAT RIDGE.  IT IS A CONVENTIONAL
 QY0497'AIRWAY BEACON 60 FEET HIGH AND THE POINT OBSERVED ON WAS
 QY0497'THE REVOLVING LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0489 ***********************************************************************
 RW0489  DESIGNATION -  AIRWAY BCN 43 18 MI NNE HELENA
 RW0489  PID         -  RW0489
 RW0489  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0489  USGS QUAD   -  UPPER HOLTER LAKE (1979)
 RW0489
 RW0489                         *CURRENT SURVEY CONTROL
 RW0489  ___________________________________________________________________
 RW0489* NAD 83(1992)-  46 51 13.46050(N)    111 56 52.33873(W)     ADJUSTED  
 RW0489* NAVD 88     -                                                        
 RW0489  ___________________________________________________________________
 RW0489  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 RW0489  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 RW0489
 RW0489  HORZ ORDER  -  THIRD
 RW0489
 RW0489.The horizontal coordinates were established by classical geodetic methods
 RW0489.and adjusted by the National Geodetic Survey in July 1992..
 RW0489
 RW0489
 RW0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0489
 RW0489.The geoid height was determined by GEOID03.
 RW0489
 RW0489;                    North         East     Units Scale Factor Converg.
 RW0489;SPC MT       -   292,242.658   413,460.255   MT  0.99939646   -1 47 26.3
 RW0489;SPC MT       -   958,801.37  1,356,496.90   iFT  0.99939646   -1 47 26.3
 RW0489;UTM  12      - 5,189,346.979   427,741.288   MT  0.99966417   -0 41 29.8
 RW0489
 RW0489                          SUPERSEDED SURVEY CONTROL
 RW0489
 RW0489  NAD 83(1986)-  46 51 13.46224(N)    111 56 52.33005(W) AD(       ) 4
 RW0489  NAD 27      -  46 51 13.67700(N)    111 56 49.35100(W) AD(       ) 3
 RW0489
 RW0489.Superseded values are not recommended for survey control.
 RW0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0489.See file dsdata.txt to determine how the superseded data were derived.
 RW0489
 RW0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2774189347(NAD 83)
 RW0489_MARKER: 22 = AIRWAY BEACON
 RW0489
 RW0489  HISTORY     - Date     Condition        Report By
 RW0489  HISTORY     - 1961     FIRST OBSERVED   CGS
 RW0489
 RW0489                          STATION DESCRIPTION
 RW0489
 RW0489'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0975 ***********************************************************************
 RX0975  DESIGNATION -  AIRWAY BCN 44 A SW OF DRUMMOND
 RX0975  PID         -  RX0975
 RX0975  STATE/COUNTY-  MT/GRANITE
 RX0975  USGS QUAD   -  BEARMOUTH (1989)
 RX0975
 RX0975                         *CURRENT SURVEY CONTROL
 RX0975  ___________________________________________________________________
 RX0975* NAD 83(1992)-  46 39 07.52640(N)    113 16 08.23248(W)     ADJUSTED  
 RX0975* NAVD 88     -                                                        
 RX0975  ___________________________________________________________________
 RX0975  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 RX0975  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 RX0975
 RX0975  HORZ ORDER  -  THIRD
 RX0975
 RX0975.The horizontal coordinates were established by classical geodetic methods
 RX0975.and adjusted by the National Geodetic Survey in July 1992..
 RX0975
 RX0975
 RX0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0975
 RX0975.The geoid height was determined by GEOID03.
 RX0975
 RX0975;                    North         East     Units Scale Factor Converg.
 RX0975;SPC MT       -   273,860.334   311,773.899   MT  0.99941232   -2 45 25.2
 RX0975;SPC MT       -   898,491.91  1,022,880.25   iFT  0.99941232   -2 45 25.2
 RX0975;UTM  12      - 5,169,003.837   326,387.545   MT  0.99997049   -1 39 01.4
 RX0975
 RX0975                          SUPERSEDED SURVEY CONTROL
 RX0975
 RX0975  NAD 83(1986)-  46 39 07.53308(N)    113 16 08.22127(W) AD(       ) 4
 RX0975  NAD 27      -  46 39 07.78600(N)    113 16 04.96100(W) AD(       ) 3
 RX0975
 RX0975.Superseded values are not recommended for survey control.
 RX0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0975.See file dsdata.txt to determine how the superseded data were derived.
 RX0975
 RX0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS2638869004(NAD 83)
 RX0975
 RX0975  HISTORY     - Date     Condition        Report By
 RX0975  HISTORY     - 1956     MONUMENTED       CGS
 RX0975
 RX0975                          STATION DESCRIPTION
 RX0975
 RX0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0975'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF DRUMMOND, IT
 RX0975'IS A FOUR-LEGGED STRUCTURAL STEEL TOWER, RED AND WHITE IN COLOR,
 RX0975'AND IS 55 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE REVOLVING
 RX0975'RED AND WHITE LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0950 ***********************************************************************
 RX0950  DESIGNATION -  AIRWAY BCN 47 SSW OF AVON
 RX0950  PID         -  RX0950
 RX0950  STATE/COUNTY-  MT/POWELL
 RX0950  USGS QUAD   -  LUKE MOUNTAIN (1989)
 RX0950
 RX0950                         *CURRENT SURVEY CONTROL
 RX0950  ___________________________________________________________________
 RX0950* NAD 83(1992)-  46 32 51.44263(N)    112 38 10.95484(W)     ADJUSTED  
 RX0950* NAVD 88     -                                                        
 RX0950  ___________________________________________________________________
 RX0950  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 RX0950  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 RX0950
 RX0950  HORZ ORDER  -  THIRD
 RX0950
 RX0950.The horizontal coordinates were established by classical geodetic methods
 RX0950.and adjusted by the National Geodetic Survey in July 1992..
 RX0950
 RX0950
 RX0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0950
 RX0950.The geoid height was determined by GEOID03.
 RX0950
 RX0950;                    North         East     Units Scale Factor Converg.
 RX0950;SPC MT       -   260,130.886   359,656.373   MT  0.99942535   -2 17 39.4
 RX0950;SPC MT       -   853,447.79  1,179,974.98   iFT  0.99942535   -2 17 39.4
 RX0950;UTM  12      - 5,156,195.762   374,548.322   MT  0.99979345   -1 11 17.1
 RX0950
 RX0950                          SUPERSEDED SURVEY CONTROL
 RX0950
 RX0950  NAD 83(1986)-  46 32 51.44779(N)    112 38 10.94866(W) AD(       ) 4
 RX0950  NAD 27      -  46 32 51.69600(N)    112 38 07.82500(W) AD(       ) 3
 RX0950
 RX0950.Superseded values are not recommended for survey control.
 RX0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0950.See file dsdata.txt to determine how the superseded data were derived.
 RX0950
 RX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS7454856196(NAD 83)
 RX0950
 RX0950  HISTORY     - Date     Condition        Report By
 RX0950  HISTORY     - 1956     MONUMENTED       CGS
 RX0950
 RX0950                          STATION DESCRIPTION
 RX0950
 RX0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0950'THE STATION IS LOCATED 12 MILES NORTHEAST OF DEER LODGE AND
 RX0950'3.5 MILES SOUTH-SOUTHWEST OF AVON.  IT IS A FOUR-LEGGED,
 RX0950'STRUCTURAL STEEL TOWER, RED AND WHITE IN COLOR, AND IS 55 FEET
 RX0950'IN HEIGHT.  THE POINT OBSERVED WAS THE REVOLVING RED AND
 RX0950'WHITE LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1506 ***********************************************************************
 SS1506  DESIGNATION -  AIRWAY BCN 53 7 MI NE STANFORD
 SS1506  PID         -  SS1506
 SS1506  STATE/COUNTY-  MT/JUDITH BASIN
 SS1506  USGS QUAD   -  STANFORD NE (1978)
 SS1506
 SS1506                         *CURRENT SURVEY CONTROL
 SS1506  ___________________________________________________________________
 SS1506* NAD 83(1992)-  47 11 57.65325(N)    110 06 03.63518(W)     ADJUSTED  
 SS1506* NAVD 88     -                                                        
 SS1506  ___________________________________________________________________
 SS1506  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 SS1506  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 SS1506
 SS1506  HORZ ORDER  -  THIRD
 SS1506
 SS1506.The horizontal coordinates were established by classical geodetic methods
 SS1506.and adjusted by the National Geodetic Survey in July 1992..
 SS1506
 SS1506
 SS1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1506
 SS1506.The geoid height was determined by GEOID03.
 SS1506
 SS1506;                    North         East     Units Scale Factor Converg.
 SS1506;SPC MT       -   327,900.686   554,487.761   MT  0.99939793   -0 26 22.7
 SS1506;SPC MT       - 1,075,789.65  1,819,185.57   iFT  0.99939793   -0 26 22.7
 SS1506;UTM  12      - 5,227,709.293   568,091.415   MT  0.99965698   +0 39 34.7
 SS1506
 SS1506                          SUPERSEDED SURVEY CONTROL
 SS1506
 SS1506  NAD 83(1986)-  47 11 57.65123(N)    110 06 03.61558(W) AD(       ) 4
 SS1506  NAD 27      -  47 11 57.75800(N)    110 06 00.88700(W) AD(       ) 3
 SS1506
 SS1506.Superseded values are not recommended for survey control.
 SS1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1506.See file dsdata.txt to determine how the superseded data were derived.
 SS1506
 SS1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT6809127709(NAD 83)
 SS1506_MARKER: 22 = AIRWAY BEACON
 SS1506
 SS1506  HISTORY     - Date     Condition        Report By
 SS1506  HISTORY     - 1961     FIRST OBSERVED   CGS
 SS1506
 SS1506                          STATION DESCRIPTION
 SS1506
 SS1506'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1522 ***********************************************************************
 SS1522  DESIGNATION -  AIRWAY BCN 56 12 MI ESE BELT
 SS1522  PID         -  SS1522
 SS1522  STATE/COUNTY-  MT/JUDITH BASIN
 SS1522  USGS QUAD   -  RAYNESFORD (1995)
 SS1522
 SS1522                         *CURRENT SURVEY CONTROL
 SS1522  ___________________________________________________________________
 SS1522* NAD 83(1992)-  47 20 11.82977(N)    110 41 31.23728(W)     ADJUSTED  
 SS1522* NAVD 88     -                                                        
 SS1522  ___________________________________________________________________
 SS1522  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 SS1522  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 SS1522
 SS1522  HORZ ORDER  -  THIRD
 SS1522
 SS1522.The horizontal coordinates were established by classical geodetic methods
 SS1522.and adjusted by the National Geodetic Survey in July 1992..
 SS1522
 SS1522
 SS1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1522
 SS1522.The geoid height was determined by GEOID03.
 SS1522
 SS1522;                    North         East     Units Scale Factor Converg.
 SS1522;SPC MT       -   343,663.329   509,968.187   MT  0.99940860   -0 52 19.1
 SS1522;SPC MT       - 1,127,504.36  1,673,123.97   iFT  0.99940860   -0 52 19.1
 SS1522;UTM  12      - 5,242,618.492   523,267.614   MT  0.99960665   +0 13 35.3
 SS1522
 SS1522                          SUPERSEDED SURVEY CONTROL
 SS1522
 SS1522  NAD 83(1986)-  47 20 11.82844(N)    110 41 31.22104(W) AD(       ) 4
 SS1522  NAD 27      -  47 20 11.96100(N)    110 41 28.43300(W) AD(       ) 3
 SS1522
 SS1522.Superseded values are not recommended for survey control.
 SS1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1522.See file dsdata.txt to determine how the superseded data were derived.
 SS1522
 SS1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2326842618(NAD 83)
 SS1522_MARKER: 22 = AIRWAY BEACON
 SS1522
 SS1522  HISTORY     - Date     Condition        Report By
 SS1522  HISTORY     - 1961     FIRST OBSERVED   CGS
 SS1522
 SS1522                          STATION DESCRIPTION
 SS1522
 SS1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1522'THE STATION IS THE CENTER OF THE REVOLVING LIGHT MOUNTED ON
 SS1522'A 70 FOOT HIGH STEEL TOWER.  IT IS ABOUT 12 MILES EAST-SOUTHEAST
 SS1522'OF BELT, 5-1/2 MILES NORTHEAST OF RAYNESFORD, 5 MILES NORTHWEST
 SS1522'OF SPION KOP RAILROAD SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0931 ***********************************************************************
 RX0931  DESIGNATION -  AIRWAY BCN B 2 SSW DEER LODGE
 RX0931  PID         -  RX0931
 RX0931  STATE/COUNTY-  MT/DEER LODGE
 RX0931  USGS QUAD   -  WARM SPRINGS (1989)
 RX0931
 RX0931                         *CURRENT SURVEY CONTROL
 RX0931  ___________________________________________________________________
 RX0931* NAD 83(1992)-  46 13 46.57734(N)    112 46 51.75824(W)     ADJUSTED  
 RX0931* NAVD 88     -                                                        
 RX0931  ___________________________________________________________________
 RX0931  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 RX0931  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 RX0931
 RX0931  HORZ ORDER  -  THIRD
 RX0931
 RX0931.The horizontal coordinates were established by classical geodetic methods
 RX0931.and adjusted by the National Geodetic Survey in July 1992..
 RX0931
 RX0931
 RX0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0931
 RX0931.The geoid height was determined by GEOID03.
 RX0931
 RX0931;                    North         East     Units Scale Factor Converg.
 RX0931;SPC MT       -   225,284.821   347,097.116   MT  0.99948523   -2 24 00.4
 RX0931;SPC MT       -   739,123.43  1,138,770.07   iFT  0.99948523   -2 24 00.4
 RX0931;UTM  12      - 5,121,100.339   362,662.115   MT  0.99983186   -1 17 10.8
 RX0931
 RX0931                          SUPERSEDED SURVEY CONTROL
 RX0931
 RX0931  NAD 83(1986)-  46 13 46.57789(N)    112 46 51.76117(W) AD(       ) 4
 RX0931  NAD 27      -  46 13 46.85000(N)    112 46 48.62000(W) AD(       ) 3
 RX0931
 RX0931.Superseded values are not recommended for survey control.
 RX0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0931.See file dsdata.txt to determine how the superseded data were derived.
 RX0931
 RX0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6266221100(NAD 83)
 RX0931
 RX0931  HISTORY     - Date     Condition        Report By
 RX0931  HISTORY     - 1956     MONUMENTED       CGS
 RX0931
 RX0931                          STATION DESCRIPTION
 RX0931
 RX0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0931'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF WARM SPRINGS,
 RX0931'AND 0.5 MILE SOUTH OF GALEN.  IT IS A FOUR-LEGGED STRUCTURAL
 RX0931'STEEL TOWER, RED AND WHITE IN COLOR, AND IT IS 55 FEET IN
 RX0931'HEIGHT.  THE POINT OBSERVED WAS THE REVOLVING RED AND WHITE
 RX0931'LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0926 ***********************************************************************
 RX0926  DESIGNATION -  AIRWAY BCN B 3 NW SILVER BOW
 RX0926  PID         -  RX0926
 RX0926  STATE/COUNTY-  MT/SILVER BOW
 RX0926  USGS QUAD   -  RAMSAY (1996)
 RX0926
 RX0926                         *CURRENT SURVEY CONTROL
 RX0926  ___________________________________________________________________
 RX0926* NAD 83(1992)-  46 03 06.64960(N)    112 42 44.64853(W)     ADJUSTED  
 RX0926* NAVD 88     -      1977.8    (meters)    6489.     (feet)  VERTCON   
 RX0926  ___________________________________________________________________
 RX0926  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 RX0926  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 RX0926
 RX0926  HORZ ORDER  -  SECOND
 RX0926
 RX0926.The horizontal coordinates were established by classical geodetic methods
 RX0926.and adjusted by the National Geodetic Survey in July 1992..
 RX0926
 RX0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0926
 RX0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0926
 RX0926.The geoid height was determined by GEOID03.
 RX0926
 RX0926;                    North         East     Units Scale Factor Converg.
 RX0926;SPC MT       -   205,333.346   351,575.277   MT  0.99953189   -2 20 59.6
 RX0926;SPC MT       -   673,665.83  1,153,462.19   iFT  0.99953189   -2 20 59.6
 RX0926;UTM  12      - 5,101,233.531   367,529.319   MT  0.99981573   -1 13 59.0
 RX0926
 RX0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0926!SPC MT       -   0.99969205  x   0.99953189  =   0.99922408
 RX0926!UTM  12      -   0.99969205  x   0.99981573  =   0.99950783
 RX0926
 RX0926:                Primary Azimuth Mark                     Grid Az
 RX0926:SPC MT       -  BUTTE 4995.462                           296 45 18.5
 RX0926:UTM  12      -  BUTTE 4995.462                           295 38 17.9
 RX0926
 RX0926|---------------------------------------------------------------------|
 RX0926| PID    Reference Object                     Distance      Geod. Az  |
 RX0926|                                                           dddmmss.s |
 RX0926| RX0932 BUTTE 4995.462                      APPROX. 7.3 KM 2942418.9 |
 RX0926|---------------------------------------------------------------------|
 RX0926
 RX0926                          SUPERSEDED SURVEY CONTROL
 RX0926
 RX0926  NAD 83(1986)-  46 03 06.64777(N)    112 42 44.64624(W) AD(       ) 2
 RX0926  NAD 27      -  46 03 06.91600(N)    112 42 41.53200(W) AD(       ) 2
 RX0926  NGVD 29 (07/19/86) 1976.5    (m)         6485.     (f) VERT ANG       
 RX0926
 RX0926.Superseded values are not recommended for survey control.
 RX0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0926.See file dsdata.txt to determine how the superseded data were derived.
 RX0926
 RX0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6752901234(NAD 83)
 RX0926
 RX0926  HISTORY     - Date     Condition        Report By
 RX0926  HISTORY     - 1956     MONUMENTED       CGS
 RX0926
 RX0926                          STATION DESCRIPTION
 RX0926
 RX0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0926'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF BUTTE
 RX0926'AND 3-1/2 MILES NORTHWEST OF SILVER BOW.  IT IS A FOUR-LEGGED,
 RX0926'STRUCTURAL STEEL TOWER, RED AND WHITE IN COLOR, AND IS 54 FEET
 RX0926'IN HEIGHT.  THE POINT OBSERVED WAS THE REVOLVING RED AND WHITE
 RX0926'LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0900 ***********************************************************************
 RX0900  DESIGNATION -  AIRWAY BEACON
 RX0900  PID         -  RX0900
 RX0900  STATE/COUNTY-  MT/JEFFERSON
 RX0900  USGS QUAD   -  RATIO MOUNTAIN (1996)
 RX0900
 RX0900                         *CURRENT SURVEY CONTROL
 RX0900  ___________________________________________________________________
 RX0900* NAD 83(1992)-  46 04 47.61182(N)    112 08 24.51703(W)     ADJUSTED  
 RX0900* NAVD 88     -      1886.     (meters)    6188.     (feet)  VERTCON   
 RX0900  ___________________________________________________________________
 RX0900  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 RX0900  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 RX0900
 RX0900  HORZ ORDER  -  THIRD
 RX0900
 RX0900.The horizontal coordinates were established by classical geodetic methods
 RX0900.and adjusted by the National Geodetic Survey in July 1992..
 RX0900
 RX0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0900
 RX0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0900
 RX0900.The geoid height was determined by GEOID03.
 RX0900
 RX0900;                    North         East     Units Scale Factor Converg.
 RX0900;SPC MT       -   206,793.955   395,916.191   MT  0.99952390   -1 55 52.6
 RX0900;SPC MT       -   678,457.86  1,298,937.63   iFT  0.99952390   -1 55 52.6
 RX0900;UTM  12      - 5,103,555.964   411,843.401   MT  0.99969554   -0 49 16.7
 RX0900
 RX0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0900!SPC MT       -   0.99970628  x   0.99952390  =   0.99923032
 RX0900!UTM  12      -   0.99970628  x   0.99969554  =   0.99940191
 RX0900
 RX0900                          SUPERSEDED SURVEY CONTROL
 RX0900
 RX0900  NAD 83(1986)-  46 04 47.60910(N)    112 08 24.51170(W) AD(       ) 4
 RX0900  NAD 27      -  46 04 47.86053(N)    112 08 21.54159(W) AD(       ) 3
 RX0900  NGVD 29 (07/19/86) 1885.     (m)         6184.     (f) VERT ANG       
 RX0900
 RX0900.Superseded values are not recommended for survey control.
 RX0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0900.See file dsdata.txt to determine how the superseded data were derived.
 RX0900
 RX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1184303556(NAD 83)
 RX0900_MARKER: 22 = AIRWAY BEACON
 RX0900
 RX0900  HISTORY     - Date     Condition        Report By
 RX0900  HISTORY     - 1952     FIRST OBSERVED   USGS
 RX0900
 RX0900                          STATION DESCRIPTION
 RX0900
 RX0900'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RX0900'CIVIL AERONAUTICS ADMINISTRATION AIRWAY BEACON LOCATED ON ROCKY
 RX0900'TIMBERED TOP APPROXIMATELY 10.8 MI. (AIRLINE) S. OF BOULDER,
 RX0900'JEFFERSON COUNTY, MONTANA, IN SEC. 20, T 4 N, R 5 W.
 RX0900'
 RX0900'TO REACH STATION FROM BOULDER, GO S. ALONG BOULDER RIVER ROAD 0.7 MI.
 RX0900'TO RD. FORK, TAKE RIGHT FORK (RD. TO WHITEHALL) 0.4 MI. TO RD. FORK,
 RX0900'TAKE LEFT FORK (RD. TO WHITEHALL) 11.2 MI. S. TO HAY CANYON ROAD.
 RX0900'TURN RIGHT (W.) ALONG HAY CANYON ROAD TO CAA BUILDING AND BEACON.
 RX0900'BEACON LOCATED ABOUT 1-3/4 MI. W. OF WHITEHALL ROAD.
 RX0900'
 RX0900'STATION MARK--INTERSECTED CENTER TOWER.  CAA BEACON NO.--INTERSTATE
 RX0900'AIRWAY COMMUNICATION -- WHITEHALL 015 - R - 2.
 RX0900'
 RX0900'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0505 ***********************************************************************
 QY0505  DESIGNATION -  AIRWAY BN 36F 8 MI SE OF BUTTE
 QY0505  PID         -  QY0505
 QY0505  STATE/COUNTY-  MT/SILVER BOW
 QY0505  USGS QUAD   -  HOMESTAKE (1996)
 QY0505
 QY0505                         *CURRENT SURVEY CONTROL
 QY0505  ___________________________________________________________________
 QY0505* NAD 83(1992)-  45 54 29.60440(N)    112 24 56.28164(W)     ADJUSTED  
 QY0505* NAVD 88     -                                                        
 QY0505  ___________________________________________________________________
 QY0505  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 QY0505  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 QY0505
 QY0505  HORZ ORDER  -  THIRD
 QY0505
 QY0505.The horizontal coordinates were established by classical geodetic methods
 QY0505.and adjusted by the National Geodetic Survey in July 1992..
 QY0505
 QY0505
 QY0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0505
 QY0505.The geoid height was determined by GEOID03.
 QY0505
 QY0505;                    North         East     Units Scale Factor Converg.
 QY0505;SPC MT       -   188,489.822   373,920.298   MT  0.99957648   -2 07 58.1
 QY0505;SPC MT       -   618,404.93  1,226,772.63   iFT  0.99957648   -2 07 58.1
 QY0505;UTM  12      - 5,084,824.868   390,203.447   MT  0.99974820   -1 01 00.6
 QY0505
 QY0505                          SUPERSEDED SURVEY CONTROL
 QY0505
 QY0505  NAD 83(1986)-  45 54 29.59716(N)    112 24 56.27586(W) AD(       ) 4
 QY0505  NAD 27      -  45 54 29.94000(N)    112 24 53.30000(W) AD(       ) 3
 QY0505
 QY0505.Superseded values are not recommended for survey control.
 QY0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0505.See file dsdata.txt to determine how the superseded data were derived.
 QY0505
 QY0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR9020384825(NAD 83)
 QY0505
 QY0505  HISTORY     - Date     Condition        Report By
 QY0505  HISTORY     - UNK      MONUMENTED
 QY0505  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QY0505
 QY0505                          STATION DESCRIPTION
 QY0505
 QY0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (MTJ)
 QY0505'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0733 ***********************************************************************
 RV0733  DESIGNATION -  ALASKA
 RV0733  PID         -  RV0733
 RV0733  STATE/COUNTY-  MT/FERGUS
 RV0733  USGS QUAD   -  LOCO RIDGE (1970)
 RV0733
 RV0733                         *CURRENT SURVEY CONTROL
 RV0733  ___________________________________________________________________
 RV0733* NAD 83(1992)-  46 53 13.49891(N)    109 13 35.65723(W)     ADJUSTED  
 RV0733* NAVD 88     -      1837.8    (meters)    6030.     (feet)  VERTCON   
 RV0733  ___________________________________________________________________
 RV0733  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 RV0733  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 RV0733
 RV0733  HORZ ORDER  -  SECOND
 RV0733
 RV0733.The horizontal coordinates were established by classical geodetic methods
 RV0733.and adjusted by the National Geodetic Survey in July 1992..
 RV0733
 RV0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0733
 RV0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0733
 RV0733.The geoid height was determined by GEOID03.
 RV0733
 RV0733;                    North         East     Units Scale Factor Converg.
 RV0733;SPC MT       -   293,068.426   620,827.003   MT  0.99939503   +0 12 00.1
 RV0733;SPC MT       -   961,510.58  2,036,834.00   iFT  0.99939503   +0 12 00.1
 RV0733;UTM  12      - 5,194,142.827   635,108.321   MT  0.99982436   +1 17 41.3
 RV0733
 RV0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0733!SPC MT       -   0.99971389  x   0.99939503  =   0.99910909
 RV0733!UTM  12      -   0.99971389  x   0.99982436  =   0.99953830
 RV0733
 RV0733|---------------------------------------------------------------------|
 RV0733| PID    Reference Object                     Distance      Geod. Az  |
 RV0733|                                                           dddmmss.s |
 RV0733| CQ4495 ALASKA RM 1                           8.380 METERS 09848     |
 RV0733| CQ4496 ALASKA RM 2                           8.409 METERS 20707     |
 RV0733| CQ4494 ALASKA AZ MK                                       2590056.2 |
 RV0733|---------------------------------------------------------------------|
 RV0733
 RV0733                          SUPERSEDED SURVEY CONTROL
 RV0733
 RV0733  NAD 83(1986)-  46 53 13.49510(N)    109 13 35.63576(W) AD(       ) 2
 RV0733  NAD 27      -  46 53 13.60390(N)    109 13 33.01860(W) AD(       ) 2
 RV0733  NGVD 29 (07/19/86) 1836.8    (m)         6026.     (f) VERT ANG       
 RV0733
 RV0733.Superseded values are not recommended for survey control.
 RV0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0733.See file dsdata.txt to determine how the superseded data were derived.
 RV0733
 RV0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS3510894143(NAD 83)
 RV0733_MARKER: DS = TRIANGULATION STATION DISK
 RV0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0733
 RV0733  HISTORY     - Date     Condition        Report By
 RV0733  HISTORY     - 1961     MONUMENTED       CGS
 RV0733
 RV0733                          STATION DESCRIPTION
 RV0733
 RV0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RV0733'THE STATION IS LOCATED 11-3/4 MILES SOUTH AND 10 MILES
 RV0733'EAST OF LEWISTOWN, 7-1/2 MILES SOUTH AND 7 MILES WEST OF FOREST
 RV0733'GROVE AND IN A PASTURE.
 RV0733'
 RV0733'TO REACH THE STATION FROM MAIN STREET AND 1ST AVENUE SOUTH IN
 RV0733'LEWISTOWN, GO SOUTH ON 1ST AVENUE FOR 4.65 MILES TO A FORK,
 RV0733'KEEP LEFT FORK AND GO 5.45 MILES TO A FORK, KEEP RIGHT FORK AND
 RV0733'GO 1.05 MILES TO A FORK, KEEP RIGHT AND GO 1.05 MILES TO A
 RV0733'FORK, KEEP RIGHT AND GO 7.0 MILES TO A FORK AND SIGN ALASKA
 RV0733'BENCH.  TURN LEFT UP HILL FOR 3.1 MILES TO A FORK AT THE TOP
 RV0733'OF THE MOUNTAIN, KEEP LEFT FORK DOWN GRADE FOR 0.7 MILE TO A
 RV0733'FORK, TURN LEFT ACROSS A CATTLE GUARD AND GO 1.45 MILES TO THE
 RV0733'RICKNER RANCH, TURN LEFT ALONG THE SOUTH SIDE OF THE YARD FENCE
 RV0733'AND GO 0.05 MILE TO A GATE, PASS THROUGH THE GATE AND
 RV0733'CONTINUE FOR 0.05 MILE TO A GATE, PASS THROUGH THE GATE
 RV0733'AND LEAVE THE MAIN TRAVELED ROAD AND BEAR LEFT ON A DIM
 RV0733'TRACK ROAD FOR 1.25 MILES TO THE AZIMUTH MARK IN THE MIDDLE
 RV0733'OF THE TRACK ROAD, CONTINUE FOR 0.2 MILE TO THE HIGHEST
 RV0733'POINT OF THE HILL AND STATION.
 RV0733'
 RV0733'THE STATION MARK IS A STANDARD DISK, STAMPED ALASKA 1961, SET
 RV0733'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RV0733'4-INCHES.  IT IS 69 FEET SOUTH OF CENTER OF THE TRACK ROAD
 RV0733'AND 10 FEET EAST OF A PILE OF ROCKS.
 RV0733'
 RV0733'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED ALASKA NO 1
 RV0733'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RV0733'THAT PROJECTS 1-INCH.  IT IS 79 FEET SOUTH OF CENTER OF THE TRACK
 RV0733'ROAD AND 38 FEET EAST OF THE ROCK PILE.
 RV0733'
 RV0733'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED ALASKA NO 2 1961,
 RV0733'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RV0733'3-INCHES.  IT IS 92 FEET SOUTH OF CENTER OF THE TRACK ROAD AND
 RV0733'26 FEET SOUTH OF THE ROCK PILE.
 RV0733'
 RV0733'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALASKA 1961, CEMENTED
 RV0733'IN A DRILL HOLE IN BEDROCK.  IT IS 5.9 FEET SOUTH OF THE WITNESS
 RV0733'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0842 ***********************************************************************
 TM0842  DESIGNATION -  ALIAS
 TM0842  PID         -  TM0842
 TM0842  STATE/COUNTY-  MT/GLACIER
 TM0842  USGS QUAD   -  BUFFALO LAKE (1968)
 TM0842
 TM0842                         *CURRENT SURVEY CONTROL
 TM0842  ___________________________________________________________________
 TM0842* NAD 83(1992)-  48 47 02.35096(N)    112 44 10.49619(W)     ADJUSTED  
 TM0842* NAVD 88     -      1422.     (meters)    4665.     (feet)  SCALED    
 TM0842  ___________________________________________________________________
 TM0842  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 TM0842  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 TM0842
 TM0842  HORZ ORDER  -  THIRD
 TM0842
 TM0842.The horizontal coordinates were established by classical geodetic methods
 TM0842.and adjusted by the National Geodetic Survey in July 1992..
 TM0842.No horizontal observational check was made to the station.
 TM0842
 TM0842.The orthometric height was scaled from a topographic map.
 TM0842
 TM0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0842
 TM0842.The geoid height was determined by GEOID03.
 TM0842
 TM0842;                    North         East     Units Scale Factor Converg.
 TM0842;SPC MT       -   508,758.591   362,273.029   MT  0.99987441   -2 22 02.4
 TM0842;SPC MT       - 1,669,155.48  1,188,559.81   iFT  0.99987441   -2 22 02.4
 TM0842;UTM  12      - 5,404,896.865   372,460.643   MT  0.99979984   -1 18 22.4
 TM0842
 TM0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0842!SPC MT       -   0.99977947  x   0.99987441  =   0.99965391
 TM0842!UTM  12      -   0.99977947  x   0.99979984  =   0.99957936
 TM0842
 TM0842                          SUPERSEDED SURVEY CONTROL
 TM0842
 TM0842  NAD 83(1986)-  48 47 02.35708(N)    112 44 10.48940(W) AD(       ) 3
 TM0842  NAD 27      -  48 47 02.41957(N)    112 44 07.21048(W) AD(       ) 3
 TM0842
 TM0842.Superseded values are not recommended for survey control.
 TM0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0842.See file dsdata.txt to determine how the superseded data were derived.
 TM0842
 TM0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV7246104897(NAD 83)
 TM0842
 TM0842  HISTORY     - Date     Condition        Report By
 TM0842  HISTORY     - 1964     MONUMENTED       CGS
 TM0842
 TM0842                          STATION DESCRIPTION
 TM0842
 TM0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0842'THE STATION IS ABOUT 20-1/4 MILES NORTHEAST OF BROWNING, 21
 TM0842'MILES NORTHWEST OF CUT BANK, 15 MILES SOUTH OF THE UNITED
 TM0842'STATES-CANADA INTERNATIONAL BOUNDARY, ON THE SUMMIT OF A GRASS
 TM0842'COVERED HILL, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 TM0842'VICINITY.
 TM0842'
 TM0842'THE MARK IS A UNITED STATES GEOLOGICAL SURVEY BRASS CAP, BRADED
 TM0842'TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 14 INCHES.  IT IS
 TM0842'40.4 FEET NORTH OF A WITNESS POST.  THE MARK IS IN POOR
 TM0842'CONDITION AND NOT STAMPED.
 TM0842'
 TM0842'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COULEE,
 TM0842'THE DISTANCE BEING 34.77 FEET, 10.599 METERS NORTHWEST OF
 TM0842'COULEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0503 ***********************************************************************
 ST0503  DESIGNATION -  ALICE
 ST0503  PID         -  ST0503
 ST0503  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0503  USGS QUAD   -  CADOTTE CREEK (1963)
 ST0503
 ST0503                         *CURRENT SURVEY CONTROL
 ST0503  ___________________________________________________________________
 ST0503* NAD 83(1992)-  47 00 28.78772(N)    112 29 36.03526(W)     ADJUSTED  
 ST0503* NAVD 88     -      1568.3    (meters)    5145.     (feet)  VERTCON   
 ST0503  ___________________________________________________________________
 ST0503  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ST0503  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 ST0503
 ST0503  HORZ ORDER  -  FIRST
 ST0503
 ST0503.The horizontal coordinates were established by classical geodetic methods
 ST0503.and adjusted by the National Geodetic Survey in July 1992..
 ST0503
 ST0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0503
 ST0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0503
 ST0503.The geoid height was determined by GEOID03.
 ST0503
 ST0503;                    North         East     Units Scale Factor Converg.
 ST0503;SPC MT       -   310,812.253   372,565.892   MT  0.99939264   -2 11 22.7
 ST0503;SPC MT       - 1,019,725.24  1,222,329.04   iFT  0.99939264   -2 11 22.7
 ST0503;UTM  12      - 5,207,134.898   386,485.551   MT  0.99975837   -1 05 32.7
 ST0503
 ST0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0503!SPC MT       -   0.99975622  x   0.99939264  =   0.99914901
 ST0503!UTM  12      -   0.99975622  x   0.99975837  =   0.99951465
 ST0503
 ST0503|---------------------------------------------------------------------|
 ST0503| PID    Reference Object                     Distance      Geod. Az  |
 ST0503|                                                           dddmmss.s |
 ST0503| CN3855 ALICE RM 1                           14.876 METERS 13014     |
 ST0503| CN3856 ALICE RM 2                           11.690 METERS 31923     |
 ST0503| CN3854 ALICE AZ MK                                        3440448.1 |
 ST0503|---------------------------------------------------------------------|
 ST0503
 ST0503                          SUPERSEDED SURVEY CONTROL
 ST0503
 ST0503  NAD 83(1986)-  47 00 28.79164(N)    112 29 36.02028(W) AD(       ) 1
 ST0503  NAD 27      -  47 00 28.99758(N)    112 29 32.91080(W) AD(       ) 1
 ST0503  NGVD 29 (07/19/86) 1567.2    (m)         5142.     (f) VERT ANG       
 ST0503
 ST0503.Superseded values are not recommended for survey control.
 ST0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0503.See file dsdata.txt to determine how the superseded data were derived.
 ST0503
 ST0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT8648607135(NAD 83)
 ST0503_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ST0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0503+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 ST0503
 ST0503  HISTORY     - Date     Condition        Report By
 ST0503  HISTORY     - 1968     MONUMENTED       CGS
 ST0503  HISTORY     - 20060729 GOOD             GEOCAC
 ST0503
 ST0503                          STATION DESCRIPTION
 ST0503
 ST0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 ST0503'STATION IS LOCATED ABOUT 9.5 MILES EAST OF LINCOLN, ABOUT 0.5
 ST0503'MILE WEST OF ALICE CREEK ROAD AND ABOUT 0.5 MILE NORTH OF STATE
 ST0503'HIGHWAY 200 ON A CLEARED KNOLL THAT IS PROPERTY OF THE SEIBEN
 ST0503'RANCH.  THE STATION MARK IS 145 FEET WEST OF A 14 INCH PINE TREE,
 ST0503'139 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF STANDPIPE,
 ST0503'135 FEET EAST-SOUTHEAST OF AN UTILITY POLE, 36 FEET NORTHEAST OF
 ST0503'THE APPROXIMATE CENTER OF FIELD ROAD AND 4 FEET WEST-SOUTHWEST
 ST0503'OF METAL WITNESS POST WITH SIGN ATTACHED.  STATION IS MARKED
 ST0503'BY A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A
 ST0503'12 INCH CONCRETE CYLINDER MONUMENT, THAT PROJECTS 4 INCHES
 ST0503'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED ALICE
 ST0503'1968.
 ST0503'
 ST0503'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO EASTERLY
 ST0503'ON STATE HIGHWAY 200 FOR 9.8 MILE TO ALICE CREEK ROAD ON THE
 ST0503'LEFT.  TURN LEFT AND GO NORTH ON ALICE CREEK ROAD FOR 0.1 MILE
 ST0503'TO A REVERSE Y INTERSECTION.  TURN SHARP LEFT AND GO WESTERLY
 ST0503'UP STEEP HILL UNDER A POWERLINE FOR 0.25 MILE TO A GUYED
 ST0503'POWERLINE POLE.  TURN SHARP RIGHT UP A STEEP RIDGE AND GO NORTH
 ST0503'ON FIELD ROAD FOR 0.1 MILE TO STATION AS DESCRIBED.
 ST0503'
 ST0503'GRANITE ET (USGS) IS 140 FEET NORTHWEST OF SMALL
 ST0503'STANDPIPE.  STATION IS MARKED BY A STANDARD DISK SET IN DRILLHOLE
 ST0503'IN OUTCROPPING ROCK.  THE DISK IS STAMPED GRANITE ET 1961.
 ST0503'
 ST0503'REFERENCE MARK NO. 2 IS 109 FEET EAST OF THE APPROXIMATE CENTER
 ST0503'OF SMALL STANDPIPE, 104 FEET EAST OF AN UTILITY POLE, 100 FEET
 ST0503'WEST OF A 14 INCH PINE TREE AND 38 FEET NORTHEAST OF THE
 ST0503'APPROXIMATE CENTER OF FIELD ROAD.  IT IS MARKED BY A STANDARD DISK
 ST0503'SET IN DRILLHOLE OF OUTCROPPING BEDROCK (NOTE 12A).  THE DISK IS
 ST0503'STAMPED ALICE NO 2 1968.
 ST0503'
 ST0503'REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE APPROXIMATE CENTER
 ST0503'OF FIELD ROAD.  IT IS MARKED BY A STANDARD DISK SET IN DRILLHOLE
 ST0503'IN OUT-OUT CROPING BEDROCK (NOTE 12A).  THE DISK IS STAMPED ALICE
 ST0503'NO 1 1968.
 ST0503'
 ST0503'AZIMUTH MARK IS ON A SMALL KNOLL NORTH OF THE STATION, 2.6
 ST0503'FEET SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED.  IT IS
 ST0503'MARKED BY A STANDARD DISK SET IN DRILLHOLE IN OUTCROPPING BEDROCK
 ST0503'(NOTE 17A).  THE DISK IS STAMPED ALICE 1968.
 ST0503'
 ST0503'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 18.11 METERS.
 ST0503
 ST0503                          STATION RECOVERY (2006)
 ST0503
 ST0503'RECOVERY NOTE BY GEOCACHING 2006 (JMH)
 ST0503'REFERENCE MARK 1 AND REFERENCE MARK 2 AS DESCRIBED WERE NOT ABLE TO BE
 ST0503'LOCATED AFTER A 20
 ST0503'MINUTE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0606 ***********************************************************************
 RU0606  DESIGNATION -  ALICE
 RU0606  PID         -  RU0606
 RU0606  STATE/COUNTY-  MT/GARFIELD
 RU0606  USGS QUAD   -  MC WILLIAMS SPRINGS (1963)
 RU0606
 RU0606                         *CURRENT SURVEY CONTROL
 RU0606  ___________________________________________________________________
 RU0606* NAD 83(1992)-  46 56 28.58068(N)    107 37 26.83629(W)     ADJUSTED  
 RU0606* NAVD 88     -      1020.3    (meters)    3347.     (feet)  VERTCON   
 RU0606  ___________________________________________________________________
 RU0606  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 RU0606  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 RU0606
 RU0606  HORZ ORDER  -  FIRST
 RU0606
 RU0606.The horizontal coordinates were established by classical geodetic methods
 RU0606.and adjusted by the National Geodetic Survey in July 1992..
 RU0606
 RU0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0606
 RU0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0606
 RU0606.The geoid height was determined by GEOID03.
 RU0606
 RU0606;                    North         East     Units Scale Factor Converg.
 RU0606;SPC MT       -   300,761.834   742,727.806   MT  0.99939341   +1 22 20.0
 RU0606;SPC MT       -   986,751.42  2,436,771.02   iFT  0.99939341   +1 22 20.0
 RU0606;UTM  13      - 5,201,980.676   300,285.830   MT  1.00009025   -1 55 04.6
 RU0606
 RU0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0606!SPC MT       -   0.99984235  x   0.99939341  =   0.99923586
 RU0606!UTM  13      -   0.99984235  x   1.00009025  =   0.99993259
 RU0606
 RU0606:                Primary Azimuth Mark                     Grid Az
 RU0606:SPC MT       -  ALICE AZ MK                              095 42 59.9
 RU0606:UTM  13      -  ALICE AZ MK                              099 00 24.5
 RU0606
 RU0606|---------------------------------------------------------------------|
 RU0606| PID    Reference Object                     Distance      Geod. Az  |
 RU0606|                                                           dddmmss.s |
 RU0606| CQ4497 ALICE AZ MK                                        0970519.9 |
 RU0606| CQ4498 ALICE RM 1                           25.725 METERS 14407     |
 RU0606| CQ4499 ALICE RM 2                           17.270 METERS 23804     |
 RU0606| RU0622 CAIRN ON BUTTE W SW OF ALICE        APPROX.28.4 KM 2610533.3 |
 RU0606| RU0608 HEN                                 APPROX. 5.9 KM 3054016.0 |
 RU0606|---------------------------------------------------------------------|
 RU0606
 RU0606                          SUPERSEDED SURVEY CONTROL
 RU0606
 RU0606  NAD 83(1986)-  46 56 28.57797(N)    107 37 26.81435(W) AD(       ) 1
 RU0606  NAD 27      -  46 56 28.60100(N)    107 37 24.45100(W) AD(       ) 1
 RU0606  NGVD 29 (07/19/86) 1019.6    (m)         3345.     (f) VERT ANG       
 RU0606
 RU0606.Superseded values are not recommended for survey control.
 RU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0606.See file dsdata.txt to determine how the superseded data were derived.
 RU0606
 RU0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN0028601981(NAD 83)
 RU0606_MARKER: DS = TRIANGULATION STATION DISK
 RU0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0606
 RU0606  HISTORY     - Date     Condition        Report By
 RU0606  HISTORY     - 1934     MONUMENTED       CGS
 RU0606  HISTORY     - 1967     GOOD             USGS
 RU0606
 RU0606                          STATION DESCRIPTION
 RU0606
 RU0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0606'ABOUT 2 MILES WEST OF ALICE POST OFFICE AND 12-1/2 MILES SOUTHWEST
 RU0606'OF SAND SPRINGS.  ON A LOW GRASS-COVERED HILL WITH SOME SHALE
 RU0606'OUTCROP ON ITS TOP.  THERE ARE OTHER HILLS IN THE VICINITY THAT
 RU0606'ARE ABOUT AS HIGH AND SOME TO THE WEST ARE HIGHER.  PROJECTS
 RU0606'6 INCHES.  MARKS DESCRIBED.
 RU0606'
 RU0606'REFERENCE MARK NO. 1, IS SOUTH-SOUTHEAST OF STATION ON
 RU0606'SAME HILL.  PROJECTS 5 INCHES.
 RU0606'
 RU0606'REFERENCE MARK NO. 2, IS WEST-SOUTHWEST OF STATION
 RU0606'ON SAME HILL.  PROJECTS 5 INCHES.
 RU0606'
 RU0606'AZIMUTH MARK, IS EAST-SOUTHEAST OF STATION, 16 FEET
 RU0606'SOUTHEAST OF CENTER LINE OF ROAD.  PROJECTS 4 INCHES.
 RU0606'
 RU0606'REACHED FROM SUMATRA BY GOING NORTH ON SAND SPRINGS ROAD (GRADED
 RU0606'DIRT) 5.5 MILES, THEN RIGHT (EAST) 2.0 MILES, THEN LEFT (NORTH)
 RU0606'ON MAIN ROAD 12.0 MILES, THEN LEAVE SAND SPRINGS ROAD WHERE IT
 RU0606'MAKES A RIGHT TURN DOWN HILL AND TAKE LEFT FORK ON AN UNIMPROVED
 RU0606'ROAD AND GO NORTHWEST 0.65 MILE, THEN STRAIGHT AHEAD ON RIGHT
 RU0606'FORK 6.55 MILES TO CROSSROADS.  TURN LEFT AND GO WEST 1.3 MILES
 RU0606'TO FARMYARD, GO THROUGH FARMYARD AND CONTINUE ON MAIN ROAD 0.55
 RU0606'MILE TO ALICE POST OFFICE.  FROM HERE GO WEST UP LANE, 0.15
 RU0606'MILE, THEN LEFT FORK (SOUTHWEST) 0.2 MILE TO GATE, CONTINUE IN A
 RU0606'WESTERLY DIRECTION 0.95 MILE, TAKE RIGHT FORK 0.7 MILE,
 RU0606'THEN LEAVE ROAD, TURN RIGHT AND GO NORTH UP HILL 0.05 MILE
 RU0606'TO TOP OF KNOLL AND STATION.
 RU0606'
 RU0606'A 4-FOOT STAND WILL CLEAR ALL LINES.
 RU0606'
 RU0606'HEIGHT OF LIGHT ABOVE STATION MARK - 1.13 METERS.
 RU0606
 RU0606                          STATION RECOVERY (1967)
 RU0606
 RU0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (LJM)
 RU0606'STATION MARK--A STANDARD TRIANGULATION MARK DISC SET IN THE
 RU0606'TOP OF A 12 IN. CONCRETE POST PROJECTING ABOVE THE GROUND ABOUT
 RU0606'6 IN. AND STAMPED ALICE 1934.
 RU0606'
 RU0606'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK DISC SET IN
 RU0606'THE TOP OF A 12 IN. CONCRETE POST PROJECTING ABOVE THE GROUND,
 RU0606'ABOUT 5 IN. AND STAMPED ALICE NO. 1 1934.
 RU0606'
 RU0606'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK DISC SET IN
 RU0606'THE TOP OF A CONCRETE POST (12 IN. SQUARE) PROJECTING ABOVE THE
 RU0606'GROUND ABOUT 5 IN. AND STAMPED ALICE NO. 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0599 ***********************************************************************
 RU0599  DESIGNATION -  ALKA
 RU0599  PID         -  RU0599
 RU0599  STATE/COUNTY-  MT/TREASURE
 RU0599  USGS QUAD   -  RUSKOSKY RIDGE (1980)
 RU0599
 RU0599                         *CURRENT SURVEY CONTROL
 RU0599  ___________________________________________________________________
 RU0599* NAD 83(1992)-  46 23 50.12733(N)    107 33 41.15793(W)     ADJUSTED  
 RU0599* NAVD 88     -      1038.8    (meters)    3408.     (feet)  VERT ANG  
 RU0599  ___________________________________________________________________
 RU0599  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 RU0599  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 RU0599
 RU0599  HORZ ORDER  -  FIRST
 RU0599
 RU0599.The horizontal coordinates were established by classical geodetic methods
 RU0599.and adjusted by the National Geodetic Survey in July 1992..
 RU0599
 RU0599.The orthometric height was determined by vertical angle observations.
 RU0599
 RU0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0599
 RU0599.The geoid height was determined by GEOID03.
 RU0599
 RU0599;                    North         East     Units Scale Factor Converg.
 RU0599;SPC MT       -   240,456.837   748,992.278   MT  0.99944988   +1 25 05.1
 RU0599;SPC MT       -   788,900.38  2,457,323.75   iFT  0.99944988   +1 25 05.1
 RU0599;UTM  13      - 5,141,375.401   303,089.652   MT  1.00007664   -1 51 19.5
 RU0599
 RU0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0599!SPC MT       -   0.99983943  x   0.99944988  =   0.99928940
 RU0599!UTM  13      -   0.99983943  x   1.00007664  =   0.99991606
 RU0599
 RU0599:                Primary Azimuth Mark                     Grid Az
 RU0599:SPC MT       -  ALKA AZ MK                               132 15 58.7
 RU0599:UTM  13      -  ALKA AZ MK                               135 32 23.3
 RU0599
 RU0599|---------------------------------------------------------------------|
 RU0599| PID    Reference Object                     Distance      Geod. Az  |
 RU0599|                                                           dddmmss.s |
 RU0599| AI2210 ALKA AZ MK                                         1334103.8 |
 RU0599| AI2128 ALKA RM 3 AZIMUTH                                  1340530.7 |
 RU0599| AI2129 ALKA RM 1                            23.729 METERS 17716     |
 RU0599| AI2130 ALKA RM 2                            20.975 METERS 27457     |
 RU0599|---------------------------------------------------------------------|
 RU0599
 RU0599                          SUPERSEDED SURVEY CONTROL
 RU0599
 RU0599  NAD 83(1986)-  46 23 50.12226(N)    107 33 41.13205(W) AD(       ) 1
 RU0599  NAD 27      -  46 23 50.18882(N)    107 33 38.83935(W) AD(       ) 1
 RU0599  NGVD 29 (07/19/86) 1038.1    (m)         3406.     (f) VERT ANG       
 RU0599
 RU0599.Superseded values are not recommended for survey control.
 RU0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0599.See file dsdata.txt to determine how the superseded data were derived.
 RU0599
 RU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM0309041375(NAD 83)
 RU0599_MARKER: DS = TRIANGULATION STATION DISK
 RU0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0599_STAMPING: ALKA 1934
 RU0599_MARK LOGO: CGS   
 RU0599_PROJECTION: PROJECTING 8 CENTIMETERS
 RU0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0599+STABILITY: SURFACE MOTION
 RU0599
 RU0599  HISTORY     - Date     Condition        Report By
 RU0599  HISTORY     - 1934     MONUMENTED       CGS
 RU0599  HISTORY     - 1957     GOOD             USGS
 RU0599  HISTORY     - 1972     GOOD             NGS
 RU0599  HISTORY     - 19840826 GOOD             NGS
 RU0599
 RU0599                          STATION DESCRIPTION
 RU0599
 RU0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0599'THE STATION IS LOCATED ABOUT 15-1/2 MILES SOUTH OF SUMATRA AND 19
 RU0599'MILES NORTH OF CUSTER.  IT IS ON THE HIGHEST POINT OF A
 RU0599'SAGE-BRUSH-COVERED MESA BETWEEN MUGGINS CREEK ON THE WEST AND
 RU0599'ALKALI CREEK ON THE EAST.  IT IS IN THE SOUTH HALF OF SEC. 35,
 RU0599'T. 8 N., R. 33 E. AND IS ON LAND OWNED BY W.A. RUSKOSKY WHOSE
 RU0599'HOUSE AND BUILDINGS ARE 1-1/2 MILES NORTH OF THE STATION.  THE
 RU0599'STATION MARK PROJECTS 4 INCHES AND IS 20 FEET WEST OF THE EDGE
 RU0599'OF THE MESA AND 0.2 MILE NORTH OF AN EAST-WEST FENCE.  MARKS
 RU0599'DESCRIBED.
 RU0599'
 RU0599'REFERENCE MARK NO. 1, PROJECTS 4 INCHES AND IS SOUTH
 RU0599'OF THE STATION.
 RU0599'
 RU0599'REFERENCE MARK NO. 2, PROJECTS 4 INCHES AND IS
 RU0599'WEST-NORTHWEST OF THE STATION.
 RU0599'
 RU0599'AZIMUTH MARK, PROJECTS 8 INCHES AND IS SOUTHEAST
 RU0599'OF THE STATION.  IT IS 2 FEET NORTH OF AN EAST-WEST FENCE AND
 RU0599'5 FEET WEST OF A GATE IN THE SAME FENCE.
 RU0599'
 RU0599'TO REACH THE STATION FROM CUSTER, GO NORTH ON OLD U.S. HIGHWAY
 RU0599'10 FOR 0.9 MILE TO BRIDGE OVER YELLOWSTONE RIVER.  CROSS BRIDGE
 RU0599'AND FOLLOW OLD HIGHWAY 10 NORTH AND EAST 14.45 MILES TO A
 RU0599'POINT WHERE OLD HIGHWAY 10 TURNS SHARP RIGHT.  CONTINUE STRAIGHT
 RU0599'AHEAD ON GRADED ROAD AND GO NORTH AND WEST 13.2 MILES TO AN OLD
 RU0599'LOG SCHOOLHOUSE ON THE LEFT SIDE OF THE ROAD.  (FROM THE HIGHWAY
 RU0599'THE ROAD GOES N. 0.6 MILE, NORTHWEST 0.65, N. 0.4, W. 0.55, N.
 RU0599'0.5, W. 1.0, N. 1.0, W. 1.0, N. 1.0, W. 1.0, N. 0.9, W. 0.45,
 RU0599'N.  1.25, NORTHWEST, 0.95 AND N. 2.0 MILES TO THE SCHOOLHOUSE).
 RU0599'HERE LEAVE MAIN ROAD, TURN LEFT AND GO WEST ALONG SOUTH SIDE OF
 RU0599'FENCE ON UNIMPROVED ROAD 1.5 MILES TO A ROAD THAT COMES IN
 RU0599'ON THE LEFT, CONTINUE 0.55 MILE TO THE TOP OF MESA AND A
 RU0599'FORK.  TAKE THE RIGHT FORK AND GO 0.8 MILE TO A GATE (AZIMUTH
 RU0599'MARK IS JUST WEST OF THE GATE).  PASS THROUGH GATE AND GO
 RU0599'0.05 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.15 MILE
 RU0599'TO HIGH POINT OF MESA AND STATION.
 RU0599'
 RU0599'TO REACH THE STATION FROM SUMATRA, GO EAST AND SOUTH FROM THE
 RU0599'RAILROAD TRACKS 0.4 MILE TO A GRADED ROAD ON THE RIGHT.  HERE
 RU0599'TURN RIGHT AND GO SOUTH 17.35 MILES TO THE OLD LOG SCHOOLHOUSE
 RU0599'MENTIONED ABOVE.  (ROAD GOES SOUTH 12.35 MILES, E. 1.0, S. 1.0,
 RU0599'E. 1.0, AND THEN S. 2.0 TO THE SCHOOL).
 RU0599'
 RU0599'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 RU0599
 RU0599                          STATION RECOVERY (1957)
 RU0599
 RU0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RU0599'STATION RECOVERED IN GOOD CONDITION.
 RU0599'
 RU0599'TO REACH STATION FROM HYSHAM, GO WEST ON U.S. 10 3.5 MILES TO
 RU0599'PAVED ROAD TO MYERS (OLD U.S. 10), TAKE RIGHT FORK (OLD U.S.
 RU0599'10) 6.5 MILES PAST MYERS, ACROSS YELLOWSTONE RIVER AND TO END
 RU0599'OF PAVED ROAD, TAKE RIGHT FORK 10.7 MILES NORTH ON MAIN GRADED
 RU0599'ROAD TO JUNCTION, TAKE LEFT FORK 1.5 MILES ON TRACK ROAD TO
 RU0599'JUNCTION OF TRACK ROAD FROM RIGHT, CONTINUE STRAIGHT AHEAD 0.5
 RU0599'MILE TO FORK, CONTINUE STRAIGHT AHEAD ON RIGHT FORK 0.9 MILE
 RU0599'TO TOP OF RIDGE AND STATION ON RIGHT OFF ROAD 110 FEET.
 RU0599
 RU0599                          STATION RECOVERY (1972)
 RU0599
 RU0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RU0599'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 RU0599'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 RU0599'AND A REFERENCE MARK 3 WAS SET AT THIS TIME.  THE MEASUREMENTS
 RU0599'COMPARED FAVORABLY WITH THE EXCEPTION OF REFERENCE MARK 1.  A
 RU0599'LESSER DISTANCE OF 2 FEET (0.610 M.) WAS NOTED AND VERIFIED.
 RU0599'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 RU0599'
 RU0599'THE STATION IS LOCATED 16 MILES SOUTH OF SUMATRA, 19 MILES NORTH
 RU0599'OF CUSTER, AND ON THE HIGHEST POINT OF A LOW MESA.
 RU0599'
 RU0599'TO REACH FROM THE POST OFFICE IN CUSTER, GO EAST FOR ONE-HALF
 RU0599'BLOCK TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON MAIN
 RU0599'GRAVEL ROAD FOR 0.15 MILE TO RAILROAD TRACKS.  CROSS TRACKS AND
 RU0599'CONTINUE NORTH ON THE MAIN GRAVEL ROAD FOR 0.75 MILE TO BRIDGE
 RU0599'OVER YELLOWSTONE RIVER.  CONTINUE NORTH FOR 0.3 MILE TO A SIDE
 RU0599'ROAD RIGHT.  (PEASBOTTOM RD).  TURN RIGHT AND GO EAST ON GRAVEL
 RU0599'ROAD FOR 1.4 MILES TO A CATTLE GUARD.  CONTINUE EAST ON
 RU0599'WINDING, MAIN ROAD FOR 11.5 MILES TO A PAVED ROAD RIGHT,
 RU0599'LEADING EAST.  CONTINUE AHEAD IN A NORTHERLY DIRECTION ON
 RU0599'GRAVEL ROAD FOR 4.8 MILES TO A CATTLE GUARD.  CONTINUE
 RU0599'NORTHERLY ON MAIN GRAVEL ROAD FOR 6.4 MILES TO A SIDE ROAD
 RU0599'LEFT.  TURN LEFT AND GO WEST ON DIRT ROAD FOR 2.8 MILES TO
 RU0599'THE R.M. 3 ON THE LEFT, SOUTH SIDE OF THE ROAD.  CONTINUE
 RU0599'NORTHWEST ON DIRT ROAD FOR 0.2 MILE TO THE TOP OF THE MESA AND
 RU0599'THE STATION ON THE RIGHT, 120 FEET NORTH OF THE ROAD.
 RU0599'
 RU0599'THE STATION MARKS ARE STANDARD DISKS STAMPED ALKA 1934, THE
 RU0599'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 RU0599'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 RU0599'GROUND SURFACE.  IT IS 2.8 FEET SOUTHWEST OF A METAL WITNESS
 RU0599'POST WITH SIGN ATTACHED, 30 FEET SOUTH OF THE EDGE OF THE MESA,
 RU0599'AND 120 FEET NORTH OF THE CENTER OF THE DIRT ROAD.  THE
 RU0599'UNDERGROUND DISK WAS SET ABOUT 38 INCHES BELOW THE SURFACE OF
 RU0599'THE GROUND.
 RU0599'
 RU0599'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ALKA NO 1 1934,
 RU0599'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 12 INCHES
 RU0599'IN DIAMETER, AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 RU0599'IT IS 42 FEET NORTH OF THE CENTER OF THE ROAD, AND 71.6 FEET
 RU0599'SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 RU0599'
 RU0599'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ALKA NO 2 1934, SET
 RU0599'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 12 INCHES IN
 RU0599'DIAMETER, AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 RU0599'96.6 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 RU0599'THE MARK IS 102 FEET NORTH OF THE CENTER OF THE DIRT ROAD.
 RU0599'
 RU0599'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ALKA NO 3 1934 1972,
 RU0599'CEMENTED IN A DRILL HOLE, IN BEDROCK THAT PROJECTS 6 INCHES ABOVE
 RU0599'THE GROUND SURFACE.  IT IS 1.3 FEET WEST OF A METAL WITNESS
 RU0599'POST WITH SIGN ATTACHED, AND 59.5 FEET SOUTH OF THE CENTER OF
 RU0599'THE DIRT ROAD.
 RU0599'
 RU0599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 RU0599'SOUTH OF SUMATRA.
 RU0599
 RU0599                          STATION RECOVERY (1984)
 RU0599
 RU0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RU0599'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 RU0599'CONDITION.  THE DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY
 RU0599'WITH THE PREVIOUS DATA.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE
 RU0599'1972 DATA .  THE DISTANCE TO REFERENCE MARK 2 FELL BETWEEN THE 1934
 RU0599'AND 1972 MEASUREMENTS.  DUE TO CHANGES IN THE AREA, A COMPLETE NEW
 RU0599'DESCRIPTION FOLLOWS.
 RU0599'THE STATION IS LOCATED ABOUT 30.6 KM (19.00 MI) NORTH OF CUSTER, 25.8
 RU0599'KM (16.05 MI) SOUTH OF SUMATRA IN SEC 35 T 8 N R 33 E, AND ON THE
 RU0599'HIGHEST POINT OF A SAGE BRUSH COVERED RIDGE BETWEEN MUGGINS CREEK AND
 RU0599'ALKALI CREEK.  TO REACH THE STATION FROM THE POST OFFICE IN CUSTER GO
 RU0599'EAST FOR 0.08 KM (0.05 MI) TO A CROSS ROAD TURN LEFT AND GO NORTH ON
 RU0599'THE SURFACED ROAD PASSING UNDER INTERSTATE HIGHWAY 94 FOR 0.24 KM
 RU0599'(0.15 MI) TO THE RAILROAD TRACKS.  CONTINUE AHEAD ON THE SURFACED ROAD
 RU0599'FOR 1.13 KM (0.70 MI) TO THE BRIDGE OVER THE YELLOWSTONE RIVER.
 RU0599'CONTINUE AHEAD NORTH ON THE SURFACED ROAD FOR 0.48 KM (0.30 MI) TO A
 RU0599'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON THE GRAVELED
 RU0599'ROAD FOR 2.23 KM (1.40 MI) TO A CATTLE GUARD. CONTINUE EASTERLY ON THE
 RU0599'GRAVELED ROAD FOR 14.97 KM (9.30 MI) TO THE POINT WHERE THE ROAD
 RU0599'BECOMES SURFACED.  CONTINUE EAST ON THE SURFACED ROAD FOR 3.22 KM
 RU0599'(2.00 MI) TO A SIDE ROAD LEFT AND SIGN (SUMATRA 29 MI).  TURN LEFT AND
 RU0599'GO NORTH ON THE GRAVELED ROAD FOR 7.72 KM (4.80 MI) TO A CATTLE GUARD.
 RU0599'CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 10.3 KM (6.40 MI) TO A
 RU0599'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE BLADED ROAD FOR 4.51 KM
 RU0599'(2.80 MI) TO REFERENCE MARK 3 ON THE CUTBANK ON THE LEFT.  CONTINUE
 RU0599'WEST FOR 0.08 KM (0.05 MI) TO A CATTLE GUARD.  CONTINUE WEST FOR 0.32
 RU0599'KM (0.20 MI) TO THE TOP OF THE RIDGE AND THE STATION ON THE RIGHT.
 RU0599'THE STATION IS A STANDARD CGS DISK STAMPED---ALKA 1934---, SET INTO
 RU0599'THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE
 RU0599'PROJECTING 8 CM (3.2 INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED
 RU0599'35 METERS (114.8 FT) NORTH FROM THE CENTER OF THE BLADED ROAD, 9
 RU0599'METERS (29.5 FT) SOUTH FROM THE EDGE OF THE BLUFF AND 0.6 METER (2.0
 RU0599'FT) SOUTH FROM A WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS
 RU0599'DISK STAMPED---ALKA NO 1 1934---, SET INTO THE TOP OF A SQUARE
 RU0599'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 8 CM (3.2
 RU0599'INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED 22 METERS (72.2 FT)
 RU0599'SOUTHEAST FROM THE WITNESS POST, 14.3 METERS (46.9 FT) NORTH FROM THE
 RU0599'CENTER OF THE ROAD AND 0.3 METER (1.0 FT) LOWER THAN THE STATION.
 RU0599'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---ALKA NO 2
 RU0599'1934---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12
 RU0599'INCHES) ON SIDE PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND.  THE
 RU0599'STATION IS LOCATED 30.5 METERS (100.1 FT) NORTH FROM THE CENTER OF THE
 RU0599'ROAD, 29 METERS (95.1 FT) WEST FROM A WITNESS POST AND 0.6 METER (2.0
 RU0599'FT) LOWER THAN THE STATION.  REFERENCE MARK NO 3 IS A STANADRD NGS
 RU0599'DISK STAMPED---ALKA NO 3 1934 1972---, SET INTO ROCK OUTCROP OF 2.4
 RU0599'METERS (8.0 FT) LARGEST DIMENSION.  THE STATION IS LOCATED 18.3 METERS
 RU0599'(60.0 FT) SOUTH FROM THE CENTER OF THE ROAD, 0.3 METER (1.0 FT) WEST
 RU0599'FROM A WITNESS POST AND 1.2 METERS (3.9 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1053 ***********************************************************************
 SR1053  DESIGNATION -  ALKA
 SR1053  PID         -  SR1053
 SR1053  STATE/COUNTY-  MT/PETROLEUM
 SR1053  USGS QUAD   -  WEINGART PLACE (1965)
 SR1053
 SR1053                         *CURRENT SURVEY CONTROL
 SR1053  ___________________________________________________________________
 SR1053* NAD 83(1992)-  47 22 38.90129(N)    108 01 38.80585(W)     ADJUSTED  
 SR1053* NAVD 88     -       863.3    (meters)    2832.     (feet)  VERTCON   
 SR1053  ___________________________________________________________________
 SR1053  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 SR1053  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 SR1053
 SR1053  HORZ ORDER  -  SECOND
 SR1053
 SR1053.The horizontal coordinates were established by classical geodetic methods
 SR1053.and adjusted by the National Geodetic Survey in July 1992..
 SR1053
 SR1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1053
 SR1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1053
 SR1053.The geoid height was determined by GEOID03.
 SR1053
 SR1053;                    North         East     Units Scale Factor Converg.
 SR1053;SPC MT       -   348,562.234   711,133.504   MT  0.99941288   +1 04 37.8
 SR1053;SPC MT       - 1,143,576.88  2,333,115.17   iFT  0.99941288   +1 04 37.8
 SR1053;UTM  12      - 5,251,397.525   724,385.338   MT  1.00021880   +2 11 17.5
 SR1053;UTM  13      - 5,251,557.303   271,471.405   MT  1.00024186   -2 13 43.1
 SR1053
 SR1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1053!SPC MT       -   0.99986704  x   0.99941288  =   0.99928000
 SR1053!UTM  12      -   0.99986704  x   1.00021880  =   1.00008581
 SR1053!UTM  13      -   0.99986704  x   1.00024186  =   1.00010887
 SR1053
 SR1053|---------------------------------------------------------------------|
 SR1053| PID    Reference Object                     Distance      Geod. Az  |
 SR1053|                                                           dddmmss.s |
 SR1053| CQ4501 ALKA RM 2                            12.726 METERS 15057     |
 SR1053| CQ4500 ALKA RM 1                            13.671 METERS 23648     |
 SR1053| SR1052 STOOL                               APPROX. 5.5 KM 3100229.6 |
 SR1053|---------------------------------------------------------------------|
 SR1053
 SR1053                          SUPERSEDED SURVEY CONTROL
 SR1053
 SR1053  NAD 83(1986)-  47 22 38.89589(N)    108 01 38.78882(W) AD(       ) 2
 SR1053  NAD 27      -  47 22 38.91257(N)    108 01 36.37360(W) AD(       ) 2
 SR1053  NGVD 29 (07/19/86)  862.6    (m)         2830.     (f) VERT ANG       
 SR1053
 SR1053.Superseded values are not recommended for survey control.
 SR1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1053.See file dsdata.txt to determine how the superseded data were derived.
 SR1053
 SR1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT2438551398(NAD 83)
 SR1053_MARKER: DD = SURVEY DISK
 SR1053_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SR1053+WITH SETTING: INFORMATION.
 SR1053_SP_SET: PREFABRICATED CONCRETE POST
 SR1053
 SR1053  HISTORY     - Date     Condition        Report By
 SR1053  HISTORY     - 1967     MONUMENTED       USGS
 SR1053  HISTORY     - 1972     GOOD             NGS
 SR1053
 SR1053                          STATION DESCRIPTION
 SR1053
 SR1053'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (GDF)
 SR1053'THE STATION IS LOCATED N. 31 DEG E. ABOUT 30 MI. (AIRLINE) FROM
 SR1053'WINNETT, MONTANA.  N. 14 DEG W. ABOUT 28 MI. (AIRLINE) FROM
 SR1053'MOSBY, MONTANA.  THE STATION IS IN THE NE 1/4 OF SEC. 29, T.19N.,
 SR1053'R.29E.  ON A SMALL TOP N. OF TRACK RD. ON RIDGE BETWEEN
 SR1053'ALKALI AND DRAG CREEKS.
 SR1053'
 SR1053'STATION MARK--A STANDARD BRONZE TABLET CRIMPED TO A COPPERWELD
 SR1053'ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN 6 IN. TILE 12 IN. LONG
 SR1053'FILLED WITH GRAVEL AND FLUSH WITH GROUND AND IS STAMPED ALKA
 SR1053'E.T. 1967.
 SR1053'
 SR1053'REFERENCE MARK NO. 1--A STANDARD BRONZE REF. MK. TABLET CRIMPED
 SR1053'TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN 6
 SR1053'IN. TILE 12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH GROUND.  AND
 SR1053'IS STAMPED ALKA E.T. 1967 NO. 1.
 SR1053'
 SR1053'REFERENCE MARK NO. 2--A STANDARD BRONZE REF. MK. TABLET CRIMPED
 SR1053'TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN 6
 SR1053'IN. TILE, 12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH GROUND
 SR1053'AND IS STAMPED ALKA E.T. 1967 NO. 2.
 SR1053'
 SR1053'THE DISTANCE BETWEEN REF. MK. 1 AND REF. MK. 2 IS 59.00
 SR1053'FT. (17.985 METERS).
 SR1053'
 SR1053'MECAHA E.T. 1967, MUS E.T. 1967, AND STOOL E.T. 1965 ARE ALL
 SR1053'VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARKS.
 SR1053
 SR1053                          STATION RECOVERY (1972)
 SR1053
 SR1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1053'THE STATION IS LOCATED ABOUT 30 MILES NORTH-NORTHEAST OF WINNETT, 30
 SR1053'MILES NORTH-NORTHWEST OF MOSBY, AND 4 MILES WEST OF THE MUSSELSHELL
 SR1053'RIVER.  IT IS ON TOP OF A SMALL HILL AND ON PROPERTY OF THE BUREAU
 SR1053'OF LAND MANAGEMENT.
 SR1053'
 SR1053'TO REACH THE STATION FROM THE POST OFFICE IN WINNETT GO NORTH 0.5
 SR1053'MILE ON STATE HIGHWAY 244 TO THE JUNCTION WITH STATE HIGHWAY 200.
 SR1053'TURN RIGHT AND GO EAST ON STATE HIGHWAY 200 FOR 0.2 MILE TO A
 SR1053'CROSSROAD.  TURN LEFT AND GO NORTH ON GRADED GRAVEL ROAD FOR 2.5
 SR1053'MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE NORTH 8.7 MILES TO A
 SR1053'SIDE ROAD ON THE RIGHT.  CONTINUE AHEAD, NORTH 0.25 MILE TO A FORK.
 SR1053'TAKE THE RIGHT FORK AND CONTINUE NORTH 1.4 MILES TO A SIDE ROAD ON
 SR1053'THE RIGHT.  TURN RIGHT PER SIGN DOVETAIL AND GO NORTHEAST
 SR1053'AND NORTH 10.2 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE NORTH
 SR1053'ON GRADED CLAY ROAD 4 MILES TO A T INTERSECTION.  TURN RIGHT AND GO
 SR1053'EASTERLY 0.8 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT PER SIGN
 SR1053'HORSE CAMP TRAIL AND GO NORTH AND NORTHEAST 4.7 MILES TO A
 SR1053'CATTLEGUARD.  CONTINUE NORTHERLY 2 MILES TO A FORK.  TAKE RIGHT FORK
 SR1053'PER SIGN DRAG RIDGE TRAIL AND GO EASTERLY ON WINDING BLADED ROAD
 SR1053'3.2 MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD EASTERLY 4
 SR1053'MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.1 MILE TO A WIRE GATE
 SR1053'AT A HOUSE.  PASS THROUGH GATE AND GO SOUTH OF THE HOUSE, THEN
 SR1053'SOUTHEAST ON TRACK ROAD FOR 0.8 MILE TO TWO WIRE GATES.
 SR1053'THROUGH THE WEST GATE AND CONTINUE SOUTHERLY 0.3 MILE TO A WIRE
 SR1053'GATE.  PASS THROUGH GATE AND CONTINUE SOUTHEAST ON TRACK ROAD FOR 2.2
 SR1053'MILES TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE SOUTHEAST
 SR1053'FOR 0.4 MILE TO SUMMIT OF GRADE AND STATION ON THE LEFT ABOUT 200
 SR1053'FEET NORTH OF THE ROAD AND ON TOP OF THE HILL.
 SR1053'
 SR1053'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 SR1053'ALKA E T 1967, CRIMPED TO THE TOP OF A COPPER ROD AND SURROUNDED BY
 SR1053'A GRAVEL FILLED TILE THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 SR1053'IT IS 6.5 FEET SOUTWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SR1053'
 SR1053'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 SR1053'STAMPED ALKA E T NO 1 1967, CRIMPED TO THE TOP OF A COPPER ROD AND
 SR1053'SURROUNDED BY A GRAVEL FILLED TILE THAT IS FLUSH WITH THE SURFACE
 SR1053'OF THE GROUND.  IT IS 51 FEET SOUTHWEST OF A METAL WITNESS POST
 SR1053'WITH SIGN ATTACHED.
 SR1053'
 SR1053'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 SR1053'STAMPED ALKA E T NO 2 1967, CRIMPED TO THE TOP OF A COPPER ROD AND
 SR1053'SURROUNDED BY A GRAVEL FILLED TILE THAT IS FLUSH WITH THE SURFACE
 SR1053'OF THE GROUND.  IT IS 45 FEET SOUTHEAST OF A METAL WITNESS POST
 SR1053'WITH SIGN ATTACHED.
 SR1053'
 SR1053'STATION STOOL E T (USGS) CAN BE USED FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0820 ***********************************************************************
 TM0820  DESIGNATION -  ALKALI
 TM0820  PID         -  TM0820
 TM0820  STATE/COUNTY-  MT/PONDERA
 TM0820  USGS QUAD   -  ROCK CITY (1985)
 TM0820
 TM0820                         *CURRENT SURVEY CONTROL
 TM0820  ___________________________________________________________________
 TM0820* NAD 83(1992)-  48 23 17.01610(N)    112 21 58.70868(W)     ADJUSTED  
 TM0820* NAVD 88     -      1169.2    (meters)    3836.     (feet)  VERTCON   
 TM0820  ___________________________________________________________________
 TM0820  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 TM0820  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 TM0820
 TM0820  HORZ ORDER  -  FIRST
 TM0820
 TM0820.The horizontal coordinates were established by classical geodetic methods
 TM0820.and adjusted by the National Geodetic Survey in July 1992..
 TM0820
 TM0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0820
 TM0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0820
 TM0820.The geoid height was determined by GEOID03.
 TM0820
 TM0820;                    North         East     Units Scale Factor Converg.
 TM0820;SPC MT       -   463,711.649   387,824.625   MT  0.99968231   -2 05 48.2
 TM0820;SPC MT       - 1,521,363.68  1,272,390.50   iFT  0.99968231   -2 05 48.2
 TM0820;UTM  12      - 5,360,334.760   398,847.388   MT  0.99972571   -1 01 17.8
 TM0820
 TM0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0820!SPC MT       -   0.99981909  x   0.99968231  =   0.99950145
 TM0820!UTM  12      -   0.99981909  x   0.99972571  =   0.99954485
 TM0820
 TM0820:                Primary Azimuth Mark                     Grid Az
 TM0820:SPC MT       -  MOUNTAIN STS TT CO MICROWAVE             107 00 32.1
 TM0820:UTM  12      -  MOUNTAIN STS TT CO MICROWAVE             105 56 01.7
 TM0820
 TM0820|---------------------------------------------------------------------|
 TM0820| PID    Reference Object                     Distance      Geod. Az  |
 TM0820|                                                           dddmmss.s |
 TM0820| TM0805 MOUNTAIN STS TT CO MICROWAVE        APPROX.25.5 KM 1045443.9 |
 TM0820| TM0824 VALIER MUNICIPAL TANK               APPROX.12.4 KM 1391552.9 |
 TM0820| CN3858 ALKALI RM 1                           9.283 METERS 16358     |
 TM0820| CN3859 ALKALI RM 2                          11.129 METERS 29707     |
 TM0820| CN3857 ALKALI AZ MK                                       3481739.6 |
 TM0820|---------------------------------------------------------------------|
 TM0820
 TM0820                          SUPERSEDED SURVEY CONTROL
 TM0820
 TM0820  NAD 83(1986)-  48 23 17.02195(N)    112 21 58.70220(W) AD(       ) 1
 TM0820  NAD 27      -  48 23 17.09985(N)    112 21 55.53734(W) AD(       ) 1
 TM0820  NGVD 29 (07/19/86) 1168.2    (m)         3833.     (f) VERT ANG       
 TM0820
 TM0820.Superseded values are not recommended for survey control.
 TM0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0820.See file dsdata.txt to determine how the superseded data were derived.
 TM0820
 TM0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9884760335(NAD 83)
 TM0820_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0820
 TM0820  HISTORY     - Date     Condition        Report By
 TM0820  HISTORY     - 1964     MONUMENTED       CGS
 TM0820
 TM0820                          STATION DESCRIPTION
 TM0820
 TM0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0820'THE STATION IS ABOUT 24-1/2 MILES SOUTHWEST OF SHELBY, 16 MILES
 TM0820'SOUTH OF CUT BANK AND 8 MILES NORTHWEST OF VALIER, IN A
 TM0820'CULTIVATED FIELD, ON THE SOUTH SIDE OF AN IRRIGATION DITCH.
 TM0820'
 TM0820'TO REACH THE STATION FROM THE POST OFFICE IN VALIER, GO NORTH
 TM0820'ON PAVED ROAD FOR 2.9 MILES TO WHERE THE PAVED ROAD TURNS LEFT,
 TM0820'WEST, AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  TURN LEFT
 TM0820'AND GO WEST ON PAVED ROAD FOR 4.4 MILES TO THE END OF PAVEMENT
 TM0820'AND A BRIDGE OVER BIRCH CREEK.  CROSS BRIDGE, TURN LEFT, AND
 TM0820'CONTINUE WEST ON GRAVELED ROAD FOR 1.55 MILES TO A T-ROAD
 TM0820'JUNCTION.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.55
 TM0820'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH
 TM0820'ON GRAVELED ROAD FOR 1.45 MILES TO AN IRRIGATION DITCH AND
 TM0820'A TRACK ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK,
 TM0820'CONTINUE NORTH ON THE MAIN ROAD FOR 0.35 MILE TO A SIDE ROAD
 TM0820'RIGHT.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.15 MILE TO
 TM0820'THE MARK ON THE LEFT.) TURN RIGHT AND GO EAST ON TRACK
 TM0820'ROAD, ALONG THE SOUTH SIDE OF THE IRRIGATION DITCH FOR
 TM0820'0.2 MILE TO THE STATION.
 TM0820'
 TM0820'STATION MARK IS A STANDARD DISK, STAMPED ALKALI 1964, SET IN
 TM0820'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 TM0820'SURFACE.  IT IS 8 FEET SOUTH OF THE SOUTH EDGE OF THE IRRIGATION
 TM0820'DITCH AND 3.7 FEET EAST OF A WITNESS POST.
 TM0820'
 TM0820'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALKALI NO 1 1964,
 TM0820'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0820'1 INCH.  IT IS 32 FEET SOUTHEAST OF THE WITNESS POST, 9 FEET
 TM0820'WEST OF THE WEST EDGE OF THE IRRIGATION DITCH AND ABOUT
 TM0820'THE SAME ELEVATION AS THE STATION.
 TM0820'
 TM0820'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALKALI NO 2 1964,
 TM0820'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0820'2 INCHES.  IT IS 33.3 FEET WEST OF THE WITNESS POST, 6 FEET
 TM0820'SOUTH OF THE SOUTH EDGE OF THE IRRIGATION DITCH AND ABOUT THE
 TM0820'SAME ELEVATION AS THE STATION.
 TM0820'
 TM0820'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALKALI 1964, SET IN
 TM0820'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 TM0820'IT IS 40 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 2.7
 TM0820'FEET WEST OF A TELEPHONE LINE POLE AND 2.6 FEET EAST OF A
 TM0820'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0435 ***********************************************************************
 TK0435  DESIGNATION -  ALKALI
 TK0435  PID         -  TK0435
 TK0435  STATE/COUNTY-  MT/BLAINE
 TK0435  USGS QUAD   -  MOSQUITO SPRINGS (1984)
 TK0435
 TK0435                         *CURRENT SURVEY CONTROL
 TK0435  ___________________________________________________________________
 TK0435* NAD 83(1992)-  48 58 05.47885(N)    108 35 35.72303(W)     ADJUSTED  
 TK0435* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 TK0435  ___________________________________________________________________
 TK0435  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 TK0435  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TK0435
 TK0435  HORZ ORDER  -  FIRST
 TK0435
 TK0435.The horizontal coordinates were established by classical geodetic methods
 TK0435.and adjusted by the National Geodetic Survey in July 1992..
 TK0435
 TK0435.The orthometric height was scaled from a topographic map.
 TK0435
 TK0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0435
 TK0435.The geoid height was determined by GEOID03.
 TK0435
 TK0435;                    North         East     Units Scale Factor Converg.
 TK0435;SPC MT       -   524,714.132   666,387.527   MT  0.99998058   +0 39 47.8
 TK0435;SPC MT       - 1,721,503.06  2,186,310.78   iFT  0.99998058   +0 39 47.8
 TK0435;UTM  12      - 5,426,710.887   676,140.282   MT  0.99998115   +1 48 57.5
 TK0435
 TK0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0435!SPC MT       -   0.99985440  x   0.99998058  =   0.99983499
 TK0435!UTM  12      -   0.99985440  x   0.99998115  =   0.99983556
 TK0435
 TK0435:                Primary Azimuth Mark                     Grid Az
 TK0435:SPC MT       -  CENTER                                   030 29 31.7
 TK0435:UTM  12      -  CENTER                                   029 20 22.0
 TK0435
 TK0435|---------------------------------------------------------------------|
 TK0435| PID    Reference Object                     Distance      Geod. Az  |
 TK0435|                                                           dddmmss.s |
 TK0435| TK0524 CENTER                              APPROX.16.6 KM 0310919.5 |
 TK0435|---------------------------------------------------------------------|
 TK0435
 TK0435                          SUPERSEDED SURVEY CONTROL
 TK0435
 TK0435  NAD 83(1986)-  48 58 05.48189(N)    108 35 35.72651(W) AD(       ) 1
 TK0435  NAD 27      -  48 58 05.44900(N)    108 35 33.22200(W) AD(       ) 1
 TK0435
 TK0435.Superseded values are not recommended for survey control.
 TK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0435.See file dsdata.txt to determine how the superseded data were derived.
 TK0435
 TK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV7614026711(NAD 83)
 TK0435_MARKER: DS = TRIANGULATION STATION DISK
 TK0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0435+STABILITY: SURFACE MOTION
 TK0435
 TK0435  HISTORY     - Date     Condition        Report By
 TK0435  HISTORY     - 1922     MONUMENTED       CGS
 TK0435  HISTORY     - 1922     GOOD             GSC
 TK0435
 TK0435                          STATION DESCRIPTION
 TK0435
 TK0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 TK0435'ON THE HIGHEST BUTTE IN THE VICINITY, 1/2 MILE EAST OF A
 TK0435'PROMINENT CAIRN.  THE STATION IS IN NE 1/4 SEC. 17, T. 37 N.,
 TK0435'R. 24 E., PRINCIPAL MERIDIAN.
 TK0435'
 TK0435'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TK0435'MARK.  THE REFERENCE MARK IS THE NORTHEAST CORNER OF THE ABOVE
 TK0435'SECTION, 549.3 METERS FROM THE STATION N 43 DEG 07 MIN E.
 TK0435
 TK0435                          STATION RECOVERY (1922)
 TK0435
 TK0435'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1922
 TK0435'TIES WERE MADE TO IBC CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0309 ***********************************************************************
 QU0309  DESIGNATION -  ALKALI
 QU0309  PID         -  QU0309
 QU0309  STATE/COUNTY-  MT/CARTER
 QU0309  USGS QUAD   -  BOARD CORRAL CREEK (1979)
 QU0309
 QU0309                         *CURRENT SURVEY CONTROL
 QU0309  ___________________________________________________________________
 QU0309* NAD 83(1992)-  45 55 39.69647(N)    104 51 06.90852(W)     ADJUSTED  
 QU0309* NAVD 88     -      1030.8    (meters)    3382.     (feet)  VERTCON   
 QU0309  ___________________________________________________________________
 QU0309  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 QU0309  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 QU0309
 QU0309  HORZ ORDER  -  FIRST
 QU0309
 QU0309.The horizontal coordinates were established by classical geodetic methods
 QU0309.and adjusted by the National Geodetic Survey in July 1992..
 QU0309
 QU0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0309
 QU0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0309
 QU0309.The geoid height was determined by GEOID03.
 QU0309
 QU0309;                    North         East     Units Scale Factor Converg.
 QU0309;SPC MT       -   197,134.188   960,157.930   MT  0.99957007   +3 24 00.3
 QU0309;SPC MT       -   646,765.71  3,150,124.44   iFT  0.99957007   +3 24 00.3
 QU0309;UTM  13      - 5,086,024.450   511,481.178   MT  0.99960162   +0 06 23.0
 QU0309
 QU0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0309!SPC MT       -   0.99984092  x   0.99957007  =   0.99941106
 QU0309!UTM  13      -   0.99984092  x   0.99960162  =   0.99944261
 QU0309
 QU0309|---------------------------------------------------------------------|
 QU0309| PID    Reference Object                     Distance      Geod. Az  |
 QU0309|                                                           dddmmss.s |
 QU0309| CQ6933 ALKALI RM 1                           7.215 METERS 05028     |
 QU0309| CQ6932 ALKALI AZ MK                                       1571530.2 |
 QU0309| CQ6934 ALKALI RM 2                           6.748 METERS 29357     |
 QU0309|---------------------------------------------------------------------|
 QU0309
 QU0309                          SUPERSEDED SURVEY CONTROL
 QU0309
 QU0309  NAD 83(1986)-  45 55 39.67340(N)    104 51 06.88785(W) AD(       ) 1
 QU0309  NAD 27      -  45 55 39.67600(N)    104 51 05.01700(W) AD(       ) 1
 QU0309  NGVD 29 (07/19/86) 1030.2    (m)         3380.     (f) VERT ANG       
 QU0309
 QU0309.Superseded values are not recommended for survey control.
 QU0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0309.See file dsdata.txt to determine how the superseded data were derived.
 QU0309
 QU0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL1148186024(NAD 83)
 QU0309_MARKER: DS = TRIANGULATION STATION DISK
 QU0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0309
 QU0309  HISTORY     - Date     Condition        Report By
 QU0309  HISTORY     - 1949     MONUMENTED       CGS
 QU0309
 QU0309                          STATION DESCRIPTION
 QU0309
 QU0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0309'STATION IS LOCATED ON THE NORTHWEST END OF A LONG, GRASSY
 QU0309'RIDGE, ON LAND OWNED BY M. MOLLETT, ABOUT 15 MILES WEST-NORTHWEST
 QU0309'OF EKALAKA, ABOUT 4 MILES EAST OF THE CUSTER-CARTER COUNTY
 QU0309'LINE, AND 9 FEET EAST OF A WITNESS POST.
 QU0309'
 QU0309'TO REACH FROM THE EKALAKA POST OFFICE, GO EAST ON MAIN STREET
 QU0309'FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW MAIN
 QU0309'GRADED ROAD FOR 5.4 MILES TO A FORK.  BEAR LEFT AND GO 3.4
 QU0309'MILES TO A CROSSROAD.  TURN RIGHT AND GO 1.0 MILE TO A T-ROAD.
 QU0309'TURN LEFT AND GO 0.6 MILE TO A FORK.  BEAR LEFT AND GO 1.45
 QU0309'MILES TO A GATE AND RANCH HOUSE.  TURN LEFT THROUGH GATE AND
 QU0309'GO NORTHWEST, PASSING BETWEEN HOUSE AND CORRAL, FOR 0.15 MILE
 QU0309'TO A GATE.  PASS THROUGH GATE AND GO 0.2 MILE TO A DIM FORK.
 QU0309'BEAR LEFT ON TRACK ROAD AND GO 0.5 MILE TO A FORK.  BEAR LEFT
 QU0309'AND GO 0.45 MILE TO GATE.  PASS THROUGH GATE AND GO 1.05
 QU0309'MILES TO A FORK.  BEAR RIGHT AND GO 0.35 MILE TO GATE IN
 QU0309'FENCE CORNER.  PASS THROUGH GATE AND GO 0.35 MILE TO
 QU0309'AZIMUTH MARK ON LEFT.  CONTINUE FOR 0.35 MILE TO STATION.
 QU0309'
 QU0309'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 QU0309'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 QU0309'STAMPED ALKALI 1949.
 QU0309'
 QU0309'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 QU0309'A 12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES,
 QU0309'AND THE DISK IS STAMPED ALKALI NO 1 1949.
 QU0309'
 QU0309'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 QU0309'A 12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES,
 QU0309'AND THE DISK IS STAMPED ALKALI NO 2 1949.
 QU0309'
 QU0309'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 QU0309'CONCRETE POST.  IT IS 40 FEET WEST OF A TRACK ROAD AND 3 FEET
 QU0309'NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE
 QU0309'DISK IS STAMPED ALKALI 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0694 ***********************************************************************
 TH0694  DESIGNATION -  ALKALI
 TH0694  PID         -  TH0694
 TH0694  STATE/COUNTY-  MT/ROOSEVELT
 TH0694  USGS QUAD   -  LONG CREEK WEST (1983)
 TH0694
 TH0694                         *CURRENT SURVEY CONTROL
 TH0694  ___________________________________________________________________
 TH0694* NAD 83(1992)-  48 17 16.90269(N)    105 15 13.91325(W)     ADJUSTED  
 TH0694* NAVD 88     -       803.8    (meters)    2637.     (feet)  VERTCON   
 TH0694  ___________________________________________________________________
 TH0694  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 TH0694  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TH0694
 TH0694  HORZ ORDER  -  FIRST
 TH0694
 TH0694.The horizontal coordinates were established by classical geodetic methods
 TH0694.and adjusted by the National Geodetic Survey in July 1992..
 TH0694
 TH0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0694
 TH0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0694
 TH0694.The geoid height was determined by GEOID03.
 TH0694
 TH0694;                    North         East     Units Scale Factor Converg.
 TH0694;SPC MT       -   457,245.393   914,834.308   MT  0.99964154   +3 06 21.8
 TH0694;SPC MT       - 1,500,148.93  3,001,424.90   iFT  0.99964154   +3 06 21.8
 TH0694;UTM  13      - 5,348,345.348   481,168.486   MT  0.99960436   -0 11 22.2
 TH0694
 TH0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0694!SPC MT       -   0.99987676  x   0.99964154  =   0.99951834
 TH0694!UTM  13      -   0.99987676  x   0.99960436  =   0.99948117
 TH0694
 TH0694:                Primary Azimuth Mark                     Grid Az
 TH0694:SPC MT       -  ALKALI AZ MK                             357 54 27.1
 TH0694:UTM  13      -  ALKALI AZ MK                             001 12 11.1
 TH0694
 TH0694|---------------------------------------------------------------------|
 TH0694| PID    Reference Object                     Distance      Geod. Az  |
 TH0694|                                                           dddmmss.s |
 TH0694| CQ6929 ALKALI AZ MK                                       0010048.9 |
 TH0694| CQ6930 ALKALI RM 1                          16.263 METERS 09050     |
 TH0694| CQ6931 ALKALI RM 2                          13.300 METERS 20539     |
 TH0694|---------------------------------------------------------------------|
 TH0694
 TH0694                          SUPERSEDED SURVEY CONTROL
 TH0694
 TH0694  NAD 83(1986)-  48 17 16.90172(N)    105 15 13.90751(W) AD(       ) 1
 TH0694  NAD 27      -  48 17 16.83072(N)    105 15 11.96526(W) AD(       ) 1
 TH0694  NGVD 29 (07/19/86)  803.2    (m)         2635.     (f) VERT ANG       
 TH0694
 TH0694.Superseded values are not recommended for survey control.
 TH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0694.See file dsdata.txt to determine how the superseded data were derived.
 TH0694
 TH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP8116848345(NAD 83)
 TH0694_MARKER: DS = TRIANGULATION STATION DISK
 TH0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0694
 TH0694  HISTORY     - Date     Condition        Report By
 TH0694  HISTORY     - 1948     MONUMENTED       CGS
 TH0694  HISTORY     - 1972     GOOD             USGS
 TH0694
 TH0694                          STATION DESCRIPTION
 TH0694
 TH0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0694'LOCATED ABOUT 13 MILES NORTH BY WEST OF POPLAR, ON LAND OWNED BY MISS
 TH0694'MARY ANN SCOTT, ON THE HIGHEST POINT OF A PROMINENT HIGH RIDGE IN
 TH0694'PASTURE LAND, IN THE SW 1/4 SEC. 5, T 29 N, R 50 E, AND 21.5 FEET
 TH0694'NORTHWEST OF A WITNESS POST.  IT PROJECTS 5 INCHES, AND THE DISK
 TH0694'IS STAMPED ALKALI 1948.
 TH0694'
 TH0694'REFERENCE MARK NO. 1 IS 53.36 FEET EAST OF THE STATION, AND 44.2 FEET
 TH0694'EAST-NORTHEAST OF THE WITNESS POST.  IT PROJECTS 6 INCHES, AND THE
 TH0694'DISK IS STAMPED ALKALI NO 1 1948.
 TH0694'
 TH0694'REFERENCE MARK NO. 2 IS 43.64 FEET SOUTH-SOUTHWEST OF THE STATION,
 TH0694'AND 38.4 FEET SOUTHWEST OF THE WITNESS POST.  IT PROJECTS 5 INCHES,
 TH0694'AND THE DISK IS STAMPED ALKALI NO 2 1948.
 TH0694'
 TH0694'THE AZIMUTH MARK IS APPROXIMATELY 0.75 MILE NORTH OF THE STATION,
 TH0694'0.05 MILE WEST OF A ROAD FORK, 45 FEET SOUTH OF THE APPROXIMATE
 TH0694'CENTERLINE OF A TRACK ROAD, AND 7 FEET EAST OF A WITNESS POST.  IT
 TH0694'PROJECTS 6 INCHES, AND THE DISK IS STAMPED ALKALI 1948.
 TH0694'
 TH0694'TO REACH THE STATION FROM THE FT. PECK SERVICE STATION IN POPLAR, GO
 TH0694'WEST ON U.S. HIGHWAY 2 FOR 1 BLOCK (CATHOLIC CHURCH ON THE RIGHT).
 TH0694'THEN RIGHT, NORTH, ON A GRAVELED ROAD 14.4 MILES TO A CROSSROAD
 TH0694'(MAIL BOX AT THE NORTHWEST CORNER WITH THE NAME EARL B. IVERSON ON
 TH0694'ITS SOUTH SIDE).  THEN LEFT, WEST FOR 0.75 MILE TO THE END OF THE
 TH0694'MAIN TRAVELED DIRT ROAD AND A FORK.  THEN LEFT, FIRST
 TH0694'SOUTHWESTERLY THEN SOUTH, ON A TRACK ROAD FOR 0.95 MILE TO A FARM
 TH0694'HOUSE.  AT THE SOUTHWEST CORNER OF THE FARM HOUSE TURN RIGHT
 TH0694'ON A TRACK ROAD (WEST) FOR 0.25 MILE TO A GATE.  THEN
 TH0694'THROUGH THE GATE, CONTINUE WESTERLY UP A RAVINE FOR 0.35 MILE
 TH0694'TO THE TOP OF A RIDGE AND A FORK.  THEN RIGHT, WEST, FOR 0.05 MILE
 TH0694'TO THE AZIMUTH MARK.  TURN LEFT, SOUTH, ACROSS THE PASTURE FOR
 TH0694'0.75 MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 TH0694
 TH0694                          STATION RECOVERY (1972)
 TH0694
 TH0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 TH0694'FOUND IN GOOD CONDITION.
 TH0694'
 TH0694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MONTANA
 TH0694'SECONDARY HIGHWAY 514 IN POPLAR GO NORTH ON HIGHWAY 514 FOR 6.20
 TH0694'MILES TO A T ROAD SOUTH.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR
 TH0694'1.05 MILES TO A T ROAD EAST.  TURN RIGHT AND GO NORTH ON A GRAVEL
 TH0694'ROAD FOR 6.35 MILES TO A T ROAD WEST.  TURN LEFT AND GO WEST, SOUTH,
 TH0694'WEST NORTHWEST AND THEN WEST AGAIN ON MAIN ROAD, PASSING A FARM
 TH0694'HOUSE AT 1.55 MILES.  CONTINUE WEST ON TRACK ROAD UP HILL FOR 0.60
 TH0694'MILE TO A Y ROAD, THE AZIMUTH MARK IS 0.05 MILE NORTH OF THIS
 TH0694'POINT.  TURN LEFT AND GO SOUTH FOR 0.35 MILE TO AN OIL WELL.  TAKE
 TH0694'TRACK ROAD SOUTH JUST EAST OF THE OIL WELL AND GO SOUTH FOR 0.15 MILE
 TH0694'TO HIGHEST POINT AND STATION.
 TH0694'
 TH0694'DIRECTION AND DISTANCE POLAR, N 15 DEG W, ABOUT 13 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0998 ***********************************************************************
 SU0998  DESIGNATION -  ALLEN PEAK LOOKOUT HOUSE
 SU0998  PID         -  SU0998
 SU0998  STATE/COUNTY-  MT/LINCOLN
 SU0998  USGS QUAD   -  SILVER BUTTE PASS (1983)
 SU0998
 SU0998                         *CURRENT SURVEY CONTROL
 SU0998  ___________________________________________________________________
 SU0998* NAD 83(1992)-  47 56 29.91615(N)    115 23 59.97097(W)     ADJUSTED  
 SU0998* NAVD 88     -                                                        
 SU0998  ___________________________________________________________________
 SU0998  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 SU0998  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 SU0998
 SU0998  HORZ ORDER  -  THIRD
 SU0998
 SU0998.The horizontal coordinates were established by classical geodetic methods
 SU0998.and adjusted by the National Geodetic Survey in July 1992..
 SU0998
 SU0998
 SU0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0998
 SU0998.The geoid height was determined by GEOID03.
 SU0998
 SU0998;                    North         East     Units Scale Factor Converg.
 SU0998;SPC MT       -   426,795.865   159,840.864   MT  0.99952439   -4 18 57.1
 SU0998;SPC MT       - 1,400,248.90    524,412.28   iFT  0.99952439   -4 18 57.1
 SU0998;UTM  11      - 5,311,053.005   619,486.375   MT  0.99977543   +1 11 17.1
 SU0998
 SU0998                          SUPERSEDED SURVEY CONTROL
 SU0998
 SU0998  NAD 83(1986)-  47 56 29.92163(N)    115 23 59.96894(W) AD(       ) 4
 SU0998  NAD 27      -  47 56 30.15153(N)    115 23 56.36906(W) AD(       ) 3
 SU0998
 SU0998.Superseded values are not recommended for survey control.
 SU0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0998.See file dsdata.txt to determine how the superseded data were derived.
 SU0998
 SU0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP1948611053(NAD 83)
 SU0998
 SU0998  HISTORY     - Date     Condition        Report By
 SU0998  HISTORY     - 1940     MONUMENTED       CGS
 SU0998  HISTORY     - 1966     SEE DESCRIPTION  USGS
 SU0998
 SU0998                          STATION DESCRIPTION
 SU0998
 SU0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0998'ALLEN PEAK FOREST SERVICE LOOKOUT HOUSE IS LOCATED ON THE
 SU0998'BOUNDARY OF THE KOOTENAI-CABINET NATIONAL FOREST, ON A BARE
 SU0998'E-W RIDGE.  IT IS 11 MILES NE OF TROUT CREEK, AND 8 MILES SSW
 SU0998'OF RAVEN RANGER STATION.  THE CENTER OF THE HOUSE WAS INTERSECTED.
 SU0998
 SU0998                          STATION RECOVERY (1966)
 SU0998
 SU0998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0998'LOOKOUT HOUSE BURNED.  STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0196 ***********************************************************************
 QV0196  DESIGNATION -  ALLIGATOR
 QV0196  PID         -  QV0196
 QV0196  STATE/COUNTY-  MT/BIG HORN
 QV0196  USGS QUAD   -  WYOLA (1967)
 QV0196
 QV0196                         *CURRENT SURVEY CONTROL
 QV0196  ___________________________________________________________________
 QV0196* NAD 83(1993)-  45 14 47.21896(N)    107 23 34.38153(W)     ADJUSTED  
 QV0196* NAVD 88     -      1073.336  (meters)    3521.44   (feet)  ADJUSTED  
 QV0196  ___________________________________________________________________
 QV0196  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 QV0196  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 QV0196  DYNAMIC HT  -        1073.004 (meters)    3520.35  (feet)  COMP
 QV0196  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 QV0196
 QV0196  HORZ ORDER  -  SECOND
 QV0196  VERT ORDER  -  FIRST     CLASS II
 QV0196
 QV0196.The horizontal coordinates were established by classical geodetic methods
 QV0196.and adjusted by the National Geodetic Survey in January 1997..
 QV0196
 QV0196.The orthometric height was determined by differential leveling
 QV0196.and adjusted by the National Geodetic Survey in June 1991..
 QV0196
 QV0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0196
 QV0196.The geoid height was determined by GEOID03.
 QV0196
 QV0196.The dynamic height is computed by dividing the NAVD 88
 QV0196.geopotential number by the normal gravity value computed on the
 QV0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0196.degrees latitude (g = 980.6199 gals.).
 QV0196
 QV0196.The modeled gravity was interpolated from observed gravity values.
 QV0196
 QV0196;                    North         East     Units Scale Factor Converg.
 QV0196;SPC MT       -   112,976.112   765,382.734   MT  0.99986101   +1 32 28.9
 QV0196;SPC MT       -   370,656.54  2,511,098.21   iFT  0.99986101   +1 32 28.9
 QV0196;UTM  13      - 5,013,113.924   312,214.799   MT  1.00003360   -1 41 59.2
 QV0196
 QV0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0196!SPC MT       -   0.99983394  x   0.99986101  =   0.99969497
 QV0196!UTM  13      -   0.99983394  x   1.00003360  =   0.99986753
 QV0196
 QV0196:                Primary Azimuth Mark                     Grid Az
 QV0196:SPC MT       -  ALLIGATOR AZ MK                          127 46 49.3
 QV0196:UTM  13      -  ALLIGATOR AZ MK                          131 01 17.4
 QV0196
 QV0196|---------------------------------------------------------------------|
 QV0196| PID    Reference Object                     Distance      Geod. Az  |
 QV0196|                                                           dddmmss.s |
 QV0196| CQ4504 ALLIGATOR AZ MK                                    1291918.2 |
 QV0196| QV0197 ALLIGATOR RM 1                       25.842 METERS 15111     |
 QV0196| QV0195 ALLIGATOR RM 2                       24.562 METERS 35812     |
 QV0196|---------------------------------------------------------------------|
 QV0196
 QV0196                          SUPERSEDED SURVEY CONTROL
 QV0196
 QV0196  NAD 83(1992)-  45 14 47.21175(N)    107 23 34.36901(W) AD(       ) 2
 QV0196  NAD 83(1986)-  45 14 47.20874(N)    107 23 34.36524(W) AD(       ) 2
 QV0196  NAD 27      -  45 14 47.33400(N)    107 23 32.03330(W) AD(       ) 2
 QV0196  NGVD 29 (??/??/92) 1072.571  (m)         3518.93   (f) ADJ UNCH    1 2
 QV0196
 QV0196.Superseded values are not recommended for survey control.
 QV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0196.See file dsdata.txt to determine how the superseded data were derived.
 QV0196
 QV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL1221513114(NAD 83)
 QV0196_MARKER: DS = TRIANGULATION STATION DISK
 QV0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0196_STAMPING: ALLIGATOR 1957
 QV0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0196+STABILITY: SURFACE MOTION
 QV0196
 QV0196  HISTORY     - Date     Condition        Report By
 QV0196  HISTORY     - 1957     MONUMENTED       CGS
 QV0196  HISTORY     - 1957     GOOD             CGS
 QV0196
 QV0196                          STATION DESCRIPTION
 QV0196
 QV0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0196'STATION IS ABOUT 8 MILES NORTH OF WYOLA, ABOUT 5 MILES
 QV0196'SOUTH-SOUTHWEST OF LODGE GRASS, 0.5 MILE WEST OF U.S. HIGHWAY 87 AND
 QV0196'0.2 MILE SOUTH OF THE HOME OF MR. ARLIS WHITEMAN.
 QV0196'
 QV0196'REACHED FROM A POINT ON U.S. HIGHWAY 87, JUST EAST OF THE
 QV0196'DEPOT IN WYOLA, BY GOING NORTH ON HIGHWAY 87 FOR 4.7 MILES TO
 QV0196'SPEAR SIDING STORE ON THE RIGHT, CONTINUE NORTH ON HIGHWAY
 QV0196'87 FOR 3.1 MILES TO A TRACK ROAD LEFT CROSSING RAILROAD
 QV0196'TRACKS, (TO REACH THE AZIMUTH MARK FROM HERE TURN LEFT ON
 QV0196'THE TRACK ROAD, ACROSS TRACKS, FOR 186 FEET TO THE MARK ON
 QV0196'THE LEFT,) CONTINUE NORTH ON HIGHWAY 87 FOR 0.5 MILE TO A
 QV0196'SIDE ROAD LEFT, TURN LEFT, WEST, FOR 0.4 MILE TO THE HOME
 QV0196'OF MR. WHITEMAN, GO AROUND HOUSE, PASSING TO THE WEST AND
 QV0196'FOLLOW TRACK ROAD SOUTH FOR 0.2 MILE TO THE STATION ON THE
 QV0196'RIGHT.
 QV0196'
 QV0196'STATION MARKS ARE STANDARD DISKS, STAMPED ALLIGATOR 1957.
 QV0196'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 QV0196'CONCRETE POST PROJECTING 4 INCHES.  IT IS 73 FEET NORTH OF
 QV0196'A 4-WAY FENCE CORNER, 16 FEET WEST OF THE CENTER OF A TRACK
 QV0196'ROAD, 7 FEET SOUTH-SOUTHEAST OF A TRIANGLE BLAZE ON THE EAST
 QV0196'SIDE OF A TELEPHONE POLE AND 2 FEET EAST OF A WIRE FENCE.
 QV0196'A WHITE POST WAS SET 3 FEET SOUTH OF THE MARK.  THE UNDERGROUND
 QV0196'MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 QV0196'THE GROUND SURFACE.
 QV0196'
 QV0196'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALLIGATOR NO
 QV0196'1 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 QV0196'PROJECTING 6 INCHES.  IT IS 43 FEET EAST OF THE FENCE CORNER,
 QV0196'91 FEET SOUTHEAST OF THE TRIANGLE BLAZE, 32 FEET EAST OF THE
 QV0196'CENTER OF THE TRACK ROAD AND 1 FOOT NORTH OF AN EAST-WEST
 QV0196'FENCE.
 QV0196'
 QV0196'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALLIGATOR NO
 QV0196'2 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 QV0196'PROJECTING 6 INCHES.  IT IS 73 FEET NORTH OF THE TRIANGLE
 QV0196'BLAZE, 17 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 1
 QV0196'FOOT EAST OF A NORTH-SOUTH FENCE.
 QV0196'
 QV0196'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALLIGATOR 1957,
 QV0196'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 QV0196'6 INCHES.  IT IS 186 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 QV0196'87, 120 FEET WEST OF A TELEGRAPH POLE, 69 FEET WEST OF THE
 QV0196'WEST RAIL OF RAILROAD TRACKS, 23 FEET SOUTH OF THE CENTER
 QV0196'OF A TRACK ROAD, 15 FEET SOUTH OF A CONCRETE GATE POST AND 1
 QV0196'FOOT EAST OF A WIRE FENCE.  A WHITE POST WAS SET 2 FEET SOUTH
 QV0196'OF THE MARK.
 QV0196
 QV0196                          STATION RECOVERY (1957)
 QV0196
 QV0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 QV0196'5.45 MI S FROM LODGE GRASS.
 QV0196'ABOUT 4.85 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0196'RAILROAD FROM THE STATION AT LODGE GRASS, THENCE 0.4 MILE WEST ALONG A
 QV0196'DIRT ROAD TO THE RANCH HOUSE OF ARLIS WHITEMAN, THENCE 0.2 MILE SOUTH
 QV0196'ALONG A DIRT ROAD, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, 74
 QV0196'FEET NORTH OF A FENCE CORNER, 7 FEET SOUTHEAST OF A TELEPHONE POLE, 2
 QV0196'FEET EAST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 QV0196'POST AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0197 ***********************************************************************
 QV0197  DESIGNATION -  ALLIGATOR RM 1
 QV0197  PID         -  QV0197
 QV0197  STATE/COUNTY-  MT/BIG HORN
 QV0197  USGS QUAD   -  WYOLA (1967)
 QV0197
 QV0197                         *CURRENT SURVEY CONTROL
 QV0197  ___________________________________________________________________
 QV0197* NAD 83(1986)-  45 14 47.     (N)    107 23 34.     (W)     SCALED    
 QV0197* NAVD 88     -      1072.840  (meters)    3519.81   (feet)  ADJUSTED  
 QV0197  ___________________________________________________________________
 QV0197  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 QV0197  DYNAMIC HT  -        1072.508 (meters)    3518.72  (feet)  COMP
 QV0197  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 QV0197
 QV0197  VERT ORDER  -  FIRST     CLASS II
 QV0197
 QV0197.The horizontal coordinates were scaled from a topographic map and have
 QV0197.an estimated accuracy of +/- 6 seconds.
 QV0197
 QV0197.The orthometric height was determined by differential leveling
 QV0197.and adjusted by the National Geodetic Survey in June 1991..
 QV0197
 QV0197.The geoid height was determined by GEOID03.
 QV0197
 QV0197.The dynamic height is computed by dividing the NAVD 88
 QV0197.geopotential number by the normal gravity value computed on the
 QV0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0197.degrees latitude (g = 980.6199 gals.).
 QV0197
 QV0197.The modeled gravity was interpolated from observed gravity values.
 QV0197
 QV0197;                    North         East    Units  Estimated Accuracy
 QV0197;SPC MT       -   112,970.      765,390.      MT  (+/- 180 meters Scaled)
 QV0197
 QV0197                          SUPERSEDED SURVEY CONTROL
 QV0197
 QV0197  NGVD 29 (??/??/92) 1072.075  (m)         3517.30   (f) ADJ UNCH    1 2
 QV0197
 QV0197.Superseded values are not recommended for survey control.
 QV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0197.See file dsdata.txt to determine how the superseded data were derived.
 QV0197
 QV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL122131(NAD 83)
 QV0197_MARKER: DR = REFERENCE MARK DISK
 QV0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0197_STAMPING: ALLIGATOR NO 1 1957
 QV0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0197+STABILITY: SURFACE MOTION
 QV0197
 QV0197  HISTORY     - Date     Condition        Report By
 QV0197  HISTORY     - 1957     MONUMENTED       CGS
 QV0197
 QV0197                          STATION DESCRIPTION
 QV0197
 QV0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0197'5.45 MI S FROM LODGE GRASS.
 QV0197'ABOUT 4.85 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0197'RAILROAD FROM THE STATION AT LODGE GRASS, THENCE 0.4 MILE WEST ALONG A
 QV0197'DIRT ROAD TO THE RANCH HOUSE OF ARLIS WHITEMAN, THENCE 0.2 MILE SOUTH,
 QV0197'34 FEET EAST OF THE CENTER LINE OF THE ROAD, 84.8 FEET SOUTHEAST OF
 QV0197'STATION ALLIGATOR, 1/2 FOOT NORTH OF A FENCE AND IN THE TOP OF A
 QV0197'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0195 ***********************************************************************
 QV0195  DESIGNATION -  ALLIGATOR RM 2
 QV0195  PID         -  QV0195
 QV0195  STATE/COUNTY-  MT/BIG HORN
 QV0195  USGS QUAD   -  WYOLA (1967)
 QV0195
 QV0195                         *CURRENT SURVEY CONTROL
 QV0195  ___________________________________________________________________
 QV0195* NAD 83(1986)-  45 14 47.     (N)    107 23 34.     (W)     SCALED    
 QV0195* NAVD 88     -      1073.602  (meters)    3522.31   (feet)  ADJUSTED  
 QV0195  ___________________________________________________________________
 QV0195  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 QV0195  DYNAMIC HT  -        1073.270 (meters)    3521.22  (feet)  COMP
 QV0195  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 QV0195
 QV0195  VERT ORDER  -  FIRST     CLASS II
 QV0195
 QV0195.The horizontal coordinates were scaled from a topographic map and have
 QV0195.an estimated accuracy of +/- 6 seconds.
 QV0195
 QV0195.The orthometric height was determined by differential leveling
 QV0195.and adjusted by the National Geodetic Survey in June 1991..
 QV0195
 QV0195.The geoid height was determined by GEOID03.
 QV0195
 QV0195.The dynamic height is computed by dividing the NAVD 88
 QV0195.geopotential number by the normal gravity value computed on the
 QV0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0195.degrees latitude (g = 980.6199 gals.).
 QV0195
 QV0195.The modeled gravity was interpolated from observed gravity values.
 QV0195
 QV0195;                    North         East    Units  Estimated Accuracy
 QV0195;SPC MT       -   112,970.      765,390.      MT  (+/- 180 meters Scaled)
 QV0195
 QV0195                          SUPERSEDED SURVEY CONTROL
 QV0195
 QV0195  NGVD 29 (??/??/92) 1072.837  (m)         3519.80   (f) ADJ UNCH    1 2
 QV0195
 QV0195.Superseded values are not recommended for survey control.
 QV0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0195.See file dsdata.txt to determine how the superseded data were derived.
 QV0195
 QV0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL122131(NAD 83)
 QV0195_MARKER: DR = REFERENCE MARK DISK
 QV0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0195_STAMPING: ALLIGATOR NO 2 1957
 QV0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0195+STABILITY: SURFACE MOTION
 QV0195
 QV0195  HISTORY     - Date     Condition        Report By
 QV0195  HISTORY     - 1957     MONUMENTED       CGS
 QV0195
 QV0195                          STATION DESCRIPTION
 QV0195
 QV0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0195'5.45 MI S FROM LODGE GRASS.
 QV0195'ABOUT 4.85 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0195'RAILROAD FROM THE STATION AT LODGE GRASS, THENCE 0.4 MILE WEST ALONG A
 QV0195'DIRT ROAD TO THE RANCH HOUSE OF ARLIS WHITEMAN, THENCE 0.2 MILE SOUTH
 QV0195'ALONG A DIRT ROAD, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 80.5
 QV0195'FEET NORTH OF STATION ALLIGATOR, 1/2 FOOT EAST OF THE FENCE LINE AND
 QV0195'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0766 ***********************************************************************
 RV0766  DESIGNATION -  ALM
 RV0766  PID         -  RV0766
 RV0766  STATE/COUNTY-  MT/WHEATLAND
 RV0766  USGS QUAD   -  NIHILL (1986)
 RV0766
 RV0766                         *CURRENT SURVEY CONTROL
 RV0766  ___________________________________________________________________
 RV0766* NAD 83(1992)-  46 37 12.24674(N)    109 32 07.96837(W)     ADJUSTED  
 RV0766* NAVD 88     -      1473.7    (meters)    4835.     (feet)  VERTCON   
 RV0766  ___________________________________________________________________
 RV0766  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 RV0766  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 RV0766
 RV0766  HORZ ORDER  -  FIRST
 RV0766
 RV0766.The horizontal coordinates were established by classical geodetic methods
 RV0766.and adjusted by the National Geodetic Survey in July 1992..
 RV0766
 RV0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0766
 RV0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0766
 RV0766.The geoid height was determined by GEOID03.
 RV0766
 RV0766;                    North         East     Units Scale Factor Converg.
 RV0766;SPC MT       -   263,367.449   597,278.941   MT  0.99941596   -0 01 33.6
 RV0766;SPC MT       -   864,066.43  1,959,576.58   iFT  0.99941596   -0 01 33.6
 RV0766;UTM  12      - 5,163,986.671   612,121.984   MT  0.99975452   +1 03 52.2
 RV0766
 RV0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0766!SPC MT       -   0.99977090  x   0.99941596  =   0.99918699
 RV0766!UTM  12      -   0.99977090  x   0.99975452  =   0.99952547
 RV0766
 RV0766|---------------------------------------------------------------------|
 RV0766| PID    Reference Object                     Distance      Geod. Az  |
 RV0766|                                                           dddmmss.s |
 RV0766| CQ4506 ALM RM 1                             18.909 METERS 18010     |
 RV0766| CQ4507 ALM RM 2                             17.600 METERS 27410     |
 RV0766| CQ4505 ALM AZ MK                                          3575550.3 |
 RV0766|---------------------------------------------------------------------|
 RV0766
 RV0766                          SUPERSEDED SURVEY CONTROL
 RV0766
 RV0766  NAD 83(1986)-  46 37 12.24144(N)    109 32 07.94749(W) AD(       ) 1
 RV0766  NAD 27      -  46 37 12.39100(N)    109 32 05.28900(W) AD(       ) 1
 RV0766  NGVD 29 (07/19/86) 1472.7    (m)         4832.     (f) VERT ANG       
 RV0766
 RV0766.Superseded values are not recommended for survey control.
 RV0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0766.See file dsdata.txt to determine how the superseded data were derived.
 RV0766
 RV0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS1212263987(NAD 83)
 RV0766_MARKER: DS = TRIANGULATION STATION DISK
 RV0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0766
 RV0766  HISTORY     - Date     Condition        Report By
 RV0766  HISTORY     - 1934     MONUMENTED       CGS
 RV0766  HISTORY     - 1961     GOOD             CGS
 RV0766
 RV0766                          STATION DESCRIPTION
 RV0766
 RV0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0766'STATION IS LOCATED IN THE NORTHWEST CORNER OF SEC. 24, T. 10 N.,
 RV0766'R. 17 E., ABOUT 15 MILES NORTHEAST OF HARLOWTON.
 RV0766'
 RV0766'TO REACH FROM HARLOWTON FROM CENTRAL AVENUE, GO EAST ON THE
 RV0766'LEWISTOWN ROAD 4.0 MILES, SIGN (HARLOWTON 5 MILES JUDITH GAP 17
 RV0766'MILES) TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD 11.1 MILES TO
 RV0766'NIHILL, AT THIS POINT CROSS RAILROAD TRACKS GO NORTH 0.1 MILE,
 RV0766'TURN RIGHT AND GO EAST 3.9 MILES, TURN LEFT (NORTH) GO 6.9
 RV0766'MILES TO THE STATION.  STATION IS ON THE EAST SIDE OF THE ROAD
 RV0766'IN THE FENCE LINE ABOUT 125 YARDS SOUTH OF THE EAST-AND-WEST
 RV0766'CROSS ROAD.  INSTRUMENT ELEVATED 10 FEET.
 RV0766'
 RV0766'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RV0766'DISKS SET IN CONCRETE.
 RV0766
 RV0766                          STATION RECOVERY (1961)
 RV0766
 RV0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 RV0766'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARK
 RV0766'NO 1 AND REFERENCE MARK NO 2 WERE FOUND IN GOOD CONDITION.
 RV0766'AN AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  THE DISTANCE
 RV0766'TO REFERENCE MARK NO 2 CHECKED BUT A SHORTER DISTANCE TO
 RV0766'REFERENCE MARK NO 1 WAS MEASURED.  DUE TO CHANGES IN THE ROADS
 RV0766'A NEW DESCRIPTION FOLLOWS.
 RV0766'
 RV0766'THE STATION IS LOCATED 15 MILES NORTHEAST OF HARLOWTON, 12-1/2
 RV0766'MILES EAST OF JUDITH GAP AND ON THE ROAD RIGHT-OF-WAY.
 RV0766'
 RV0766'TO REACH THE STATION FROM THE POST OFFICE IN JUDITH GAP GO NORTH
 RV0766'ON STATE HIGHWAY 19 FOR 0.15 MILE TO A CROSSROAD, TURN RIGHT AND
 RV0766'GO EAST ON A GRAVELED ROAD 5.15 MILES TO A Y-FORK, KEEP RIGHT
 RV0766'FORK AND GO SOUTH AND EAST FOR 6.8 MILES TO A SIDE ROAD RIGHT,
 RV0766'TURN RIGHT AND GO SOUTH FOR 0.8 MILES TO THE AZIMUTH MARK ON THE
 RV0766'RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO THE STATION ON THE LEFT.
 RV0766'
 RV0766'THE STATION MARK IS A STANDARD DISK, STAMPED ALM 1934, SET IN
 RV0766'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RV0766'2-INCHES.  IT 29 FEET EAST OF CENTER OF A GRAVELED ROAD, 5.1
 RV0766'FEET NORTHEAST OF THE WITNESS POST AND IN A FENCE LINE.
 RV0766'
 RV0766'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED ALM NO 1 1934,
 RV0766'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RV0766'PROJECTS 1-INCH.  IT IS 60 FEET SOUTH OF THE WITNESS POST, 28
 RV0766'FEET EAST OF CENTER OF THE GRAVELED ROAD AND IN A FENCE LINE.
 RV0766'
 RV0766'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED ALM NO 2 1934,
 RV0766'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RV0766'PROJECTS 1-INCH.  IT IS 53 FEET WEST OF THE WITNESS POST, 29
 RV0766'FEET WEST OF CENTER OF THE GRAVELED ROAD AND IN THE FENCE LINE.
 RV0766'
 RV0766'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALM 1934 1961,
 RV0766'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RV0766'PROJECTS 2-INCHES.  IT IS 31 FEET WEST OF CENTER OF THE GRAVEL
 RV0766'ROAD, 1.2 FEET SOUTH OF THE WITNESS POST AND IN THE FENCE LINE.
 RV0766'
 RV0766'MEASURED DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 RV0766'NO 2 IS 87.59 FEET OR 26.699 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0676 ***********************************************************************
 TL0676  DESIGNATION -  ALMA
 TL0676  PID         -  TL0676
 TL0676  STATE/COUNTY-  MT/LIBERTY
 TL0676  USGS QUAD   -  BOBCAT COULEE SE (1963)
 TL0676
 TL0676                         *CURRENT SURVEY CONTROL
 TL0676  ___________________________________________________________________
 TL0676* NAD 83(1992)-  48 48 46.47085(N)    110 46 21.87565(W)     ADJUSTED  
 TL0676* NAVD 88     -      1002.     (meters)    3287.     (feet)  SCALED    
 TL0676  ___________________________________________________________________
 TL0676  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 TL0676  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TL0676
 TL0676  HORZ ORDER  -  SECOND
 TL0676
 TL0676.The horizontal coordinates were established by classical geodetic methods
 TL0676.and adjusted by the National Geodetic Survey in July 1992..
 TL0676
 TL0676.The orthometric height was scaled from a topographic map.
 TL0676
 TL0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0676
 TL0676.The geoid height was determined by GEOID03.
 TL0676
 TL0676;                    North         East     Units Scale Factor Converg.
 TL0676;SPC MT       -   507,822.035   506,537.143   MT  0.99989037   -0 55 51.7
 TL0676;SPC MT       - 1,666,082.79  1,661,867.27   iFT  0.99989037   -0 55 51.7
 TL0676;UTM  12      - 5,406,682.955   516,684.296   MT  0.99960342   +0 10 15.7
 TL0676
 TL0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0676!SPC MT       -   0.99984546  x   0.99989037  =   0.99973584
 TL0676!UTM  12      -   0.99984546  x   0.99960342  =   0.99944894
 TL0676
 TL0676                          SUPERSEDED SURVEY CONTROL
 TL0676
 TL0676  NAD 83(1986)-  48 48 46.47028(N)    110 46 21.87309(W) AD(       ) 2
 TL0676  NAD 27      -  48 48 46.47800(N)    110 46 18.99100(W) AD(       ) 2
 TL0676
 TL0676.Superseded values are not recommended for survey control.
 TL0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0676.See file dsdata.txt to determine how the superseded data were derived.
 TL0676
 TL0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV1668406683(NAD 83)
 TL0676_MARKER: DS = TRIANGULATION STATION DISK
 TL0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0676+STABILITY: SURFACE MOTION
 TL0676
 TL0676  HISTORY     - Date     Condition        Report By
 TL0676  HISTORY     - 1923     MONUMENTED       CGS
 TL0676  HISTORY     - 1960     MARK NOT FOUND   CGS
 TL0676  HISTORY     - 1963     MARK NOT FOUND   USGS
 TL0676
 TL0676                          STATION DESCRIPTION
 TL0676
 TL0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TL0676'ABOUT 18 MILES DUE NORTH OF JOPLIN, MONTANA ON THE MAIN ROAD
 TL0676'FROM JOPLIN TO ALMA POST OFFICE AND STORE AND NEAR THE STORE,
 TL0676'ON LAND OWNED BY H.A. BALDWIN.  THE STATION IS ON A HIGH POINT
 TL0676'OF A BROAD FLAT RIDGE AND IS ABOUT 1 METER INSIDE THE SOUTHEAST
 TL0676'FENCE-CORNER POST OF SEC. 2, T. 35 N., R. 7 E., PRINCIPAL
 TL0676'MERIDIAN.  IT IS SAID TO BE IN THE APPROXIMATE POSITION OF AN OLD
 TL0676'STATION CALLED ALMA.
 TL0676'
 TL0676'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TL0676'MARK SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE.  THE SUBSURFACE
 TL0676'MARK IS A LIKE BRONZE DISK SET IN A CONCRETE BLOCK 3 FEET
 TL0676'UNDERGROUND. TWO STANDARD U.S.C. AND G.S. BRONZE-DISK REFERENCE
 TL0676'MARKS, WITH THE ARROWS POINTING TOWARD THE STATION, ARE SET IN
 TL0676'SQUARE CONCRETE BLOCKS.  THE FIRST IS 19.65 METERS FROM THE
 TL0676'STATION N 68 DEG E.  THE SECOND IS 19.70
 TL0676'METERS FROM THE STATION S 28 DEG E.
 TL0676
 TL0676                          STATION RECOVERY (1960)
 TL0676
 TL0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJJ)
 TL0676'STATION MARK WAS NOT RECOVERED, BUT THERE IS NOW A DRIVEWAY
 TL0676'WHERE THE STATION SHOULD BE.
 TL0676'
 TL0676'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND PULLED OUT OF THE
 TL0676'GROUND.
 TL0676
 TL0676                          STATION RECOVERY (1963)
 TL0676
 TL0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TL0676'STATION MARK NOT FOUND.  SITE IS NOW A DRIVEWAY TO FARM
 TL0676'RESIDENCE.  UNDERGROUND MARK WAS NOT SEARCHED FOR AS ALL LOCAL
 TL0676'REFERENCES ARE NOW DESTROYED.
 TL0676'
 TL0676'R.M. 1 AND R.M. 2 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0656 ***********************************************************************
 TJ0656  DESIGNATION -  ALPHA RESET
 TJ0656  PID         -  TJ0656
 TJ0656  STATE/COUNTY-  MT/PHILLIPS
 TJ0656  USGS QUAD   -  WHITEWATER EAST (1984)
 TJ0656
 TJ0656                         *CURRENT SURVEY CONTROL
 TJ0656  ___________________________________________________________________
 TJ0656* NAD 83(1992)-  48 48 05.09767(N)    107 32 00.66025(W)     ADJUSTED  
 TJ0656* NAVD 88     -       871.3    (meters)    2859.     (feet)  VERTCON   
 TJ0656  ___________________________________________________________________
 TJ0656  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 TJ0656  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0656
 TJ0656  HORZ ORDER  -  FIRST
 TJ0656
 TJ0656.The horizontal coordinates were established by classical geodetic methods
 TJ0656.and adjusted by the National Geodetic Survey in July 1992..
 TJ0656
 TJ0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0656
 TJ0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0656
 TJ0656.The geoid height was determined by GEOID03.
 TJ0656
 TJ0656;                    North         East     Units Scale Factor Converg.
 TJ0656;SPC MT       -   507,597.927   744,430.352   MT  0.99988399   +1 26 18.6
 TJ0656;SPC MT       - 1,665,347.53  2,442,356.80   iFT  0.99988399   +1 26 18.6
 TJ0656;UTM  13      - 5,408,476.278   313,964.571   MT  1.00002520   -1 54 24.6
 TJ0656
 TJ0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0656!SPC MT       -   0.99986613  x   0.99988399  =   0.99975014
 TJ0656!UTM  13      -   0.99986613  x   1.00002520  =   0.99989133
 TJ0656
 TJ0656|---------------------------------------------------------------------|
 TJ0656| PID    Reference Object                     Distance      Geod. Az  |
 TJ0656|                                                           dddmmss.s |
 TJ0656| CQ4509 ALPHA RM 1                           25.412 METERS 10716     |
 TJ0656| CQ4510 ALPHA RM 2                           27.227 METERS 18501     |
 TJ0656| CQ4511 ALPHA RM 3                           14.719 METERS 20930     |
 TJ0656| CQ4508 ALPHA AZ MK                                        3500120.1 |
 TJ0656|---------------------------------------------------------------------|
 TJ0656
 TJ0656                          SUPERSEDED SURVEY CONTROL
 TJ0656
 TJ0656  NAD 83(1986)-  48 48 05.09756(N)    107 32 00.65356(W) AD(       ) 1
 TJ0656  NAD 27      -  48 48 05.07300(N)    107 31 58.35900(W) AD(       ) 1
 TJ0656  NGVD 29 (07/19/86)  870.6    (m)         2856.     (f) VERT ANG       
 TJ0656
 TJ0656.Superseded values are not recommended for survey control.
 TJ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0656.See file dsdata.txt to determine how the superseded data were derived.
 TJ0656
 TJ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ1396508476(NAD 83)
 TJ0656_MARKER: DS = TRIANGULATION STATION DISK
 TJ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0656
 TJ0656  HISTORY     - Date     Condition        Report By
 TJ0656  HISTORY     - 1934     MONUMENTED       CGS
 TJ0656  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TJ0656  HISTORY     - 1963     GOOD             CGS
 TJ0656
 TJ0656                          STATION DESCRIPTION
 TJ0656
 TJ0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0656'STATION IS ABOUT 6 MILES NORTHEAST OF WHITEWATER AND 1 MILE
 TJ0656'SOUTHWEST OF THE THOMPSON RANCH.  IT IS LOCATED ON THE HIGHEST
 TJ0656'HILL IN THE VICINITY AND IS ABOUT 150 YARDS EAST OF A
 TJ0656'NORTH-AND-SOUTH FENCE.  MARKS ARE DESCRIBED IN CONCRETE.
 TJ0656'
 TJ0656'REFERENCE MARK NO. 1, IS SOUTHEAST OF THE STATION.
 TJ0656'
 TJ0656'REFERENCE MARK NO. 2, IS SOUTH-SOUTHWEST OF THE STATION.
 TJ0656'
 TJ0656'THE AZIMUTH MARK, IS ABOUT 0.35 MILE NORTH-NORTHWEST
 TJ0656'OF THE STATION AND IS TWO FEET WEST OF THE NORTH-AND-SOUTH
 TJ0656'FENCE WHICH RUNS TO THE WEST OF THE STATION.
 TJ0656'
 TJ0656'THE STATION IS REACHED FROM WHITEWATER BY GOING EAST ON THE
 TJ0656'MAIN ROAD 6.7 MILES TO A CROSSROADS.  TURN NORTH ON THE GRADED
 TJ0656'ROAD AND GO 3.6 MILES TO A GATE ON THE SOUTHWEST SIDE OF THE
 TJ0656'ROAD, PASS THROUGH THE GATE AND FOLLOW THE TRAIL 1.1 MILES TO
 TJ0656'THE THOMPSON RANCH BUILDINGS.  PASS TO THE SOUTH OF THE HOUSE
 TJ0656'AND CONTINUE ON THE TRAIL ABOUT 3/4 MILE SOUTHWESTERLY TO A
 TJ0656'GATE, PASS THROUGH THE GATE AND TURN SOUTH ALONG THE FENCE 0.5
 TJ0656'MILE TO A POINT JUST WEST OF THE STATION, CROSS THE FENCE
 TJ0656'AND DRIVE ABOUT 150 YARDS EAST TO THE HIGHEST POINT AND THE
 TJ0656'STATION.
 TJ0656'
 TJ0656'A 10-FOOT STAND WAS ERECTED.
 TJ0656
 TJ0656                          STATION RECOVERY (1956)
 TJ0656
 TJ0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 TJ0656'THE SURFACE MARK WAS FOUND LYING ON TOP OF THE GROUND BUT THE
 TJ0656'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE U.S.
 TJ0656'AIRFORCE HAS ERECTED A BUILDING TO HOUSE RADAR EQUIPMENT NEAR
 TJ0656'THE STATION.  SINCE THE BUILDING WAS COMPLETED THE UNDERGROUND
 TJ0656'AND SURFACE MARKS WERE LOWERED AT THEIR ORIGINAL POSITION.
 TJ0656'THE BUILDING WAS ON LINE BETWEEN STATION AND R.M. NO. 2 SO
 TJ0656'THIS MARK WAS DESTROYED AND R.M. NO. 3 ESTABLISHED.
 TJ0656'
 TJ0656'THE STATION MARK IS 34.4 FEET NORTHWEST OF THE NORTHWEST CORNER
 TJ0656'OF THE NORTH WING OF THE BUILDING, 6.3 FEET SOUTH OF A STEEL
 TJ0656'FENCE AND 39.0 FEET WEST OF A STEEL FENCE.  MARK IS ABOUT 2
 TJ0656'INCHES BELOW SURFACE OF GROUND.
 TJ0656'
 TJ0656'R.M. NO. 1 IS 42 FEET EAST OF THE FENCE AND ABOUT ON LINE WITH
 TJ0656'THE NORTH SIDE OF THE BUILDING.
 TJ0656'
 TJ0656'R.M. NO. 3 WAS SET IN A DRILL HOLE IN THE CONCRETE STEP AT THE
 TJ0656'NORTHWEST CORNER OF THE BUILDING.  IT IS 4 INCHES SOUTH AND
 TJ0656'4 INCHES EAST OF THE NORTHWEST CORNER OF THE STEP AND IS FLUSH
 TJ0656'WITH THE SURFACE OF THE STEP.
 TJ0656'
 TJ0656'TO REACH THE STATION FROM WHITEWATER, FROM THE T-INTERSECTION
 TJ0656'JUST NORTH OF THE BUSINESS DISTRICT, GO EAST ON GRAVEL ROAD FOR
 TJ0656'5.4 MILES TO CROSSROADS, TURN LEFT AND GO NORTH FOR 3.1 MILES
 TJ0656'TO A BOARD GATE ON LEFT, TURN LEFT THROUGH GATE AND GO WESTERLY
 TJ0656'ON GRAVEL DRIVE FOR 1.0 MILE TO RADAR BUILDING AND STATION TO
 TJ0656'NORTH OF BUILDING.
 TJ0656
 TJ0656                          STATION RECOVERY (1963)
 TJ0656
 TJ0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 TJ0656'PREVIOUS DESCRIPTION IS IN QUAD. 481074 STATION 1001.
 TJ0656'
 TJ0656'STATION RECOVERED AS DESCRIBED BY H.J.S. IN 1956 AND ALL MARKS
 TJ0656'FOUND IN GOOD CONDITION.  THE CONCRETE STEP IN WHICH REFERENCE MARK
 TJ0656'NUMBER THREE WAS PLACED HAS SLIPPED ABOUT 2 INCHES FROM THE
 TJ0656'BUILDING, NO NEW MEASUREMENT COULD BE MADE DUE TO FILLED BOXES
 TJ0656'AND CRATES OF EQUIPMENT BETWEEN THIS MARK AND THE STATION.
 TJ0656'
 TJ0656'THE 1956 DESCRIPTION TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1123 ***********************************************************************
 TN1123  DESIGNATION -  ALVORD 2
 TN1123  PID         -  TN1123
 TN1123  STATE/COUNTY-  MT/LINCOLN
 TN1123  USGS QUAD   -  TROY (1983)
 TN1123
 TN1123                         *CURRENT SURVEY CONTROL
 TN1123  ___________________________________________________________________
 TN1123* NAD 83(1992)-  48 28 48.22516(N)    115 54 15.56543(W)     ADJUSTED  
 TN1123* NAVD 88     -       610.13   (meters)    2001.7    (feet)  RESET     
 TN1123  ___________________________________________________________________
 TN1123  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 TN1123  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN1123
 TN1123  HORZ ORDER  -  THIRD
 TN1123  VERT ORDER  -  THIRD
 TN1123
 TN1123.The horizontal coordinates were established by classical geodetic methods
 TN1123.and adjusted by the National Geodetic Survey in December 2001..
 TN1123
 TN1123.The orthometric height was computed from unverified reset data.
 TN1123.No vertical observational check was made to the station.
 TN1123
 TN1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1123
 TN1123.The geoid height was determined by GEOID03.
 TN1123
 TN1123;                    North         East     Units Scale Factor Converg.
 TN1123;SPC MT       -   489,397.156   127,184.473   MT  0.99972257   -4 41 05.2
 TN1123;SPC MT       - 1,605,633.71    417,271.89   iFT  0.99972257   -4 41 05.2
 TN1123;UTM  11      - 5,370,239.124   580,970.777   MT  0.99968055   +0 49 13.5
 TN1123
 TN1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1123!SPC MT       -   0.99990693  x   0.99972257  =   0.99962952
 TN1123!UTM  11      -   0.99990693  x   0.99968055  =   0.99958751
 TN1123
 TN1123                          SUPERSEDED SURVEY CONTROL
 TN1123
 TN1123  NAVD 88 (12/21/01)  610.13   (m)         2001.7    (f) LEVELING    3  
 TN1123  NGVD 29 (03/30/06)  608.97   (m)         1997.9    (f) RESET       3  
 TN1123
 TN1123.Superseded values are not recommended for survey control.
 TN1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1123.See file dsdata.txt to determine how the superseded data were derived.
 TN1123
 TN1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8097170239(NAD 83)
 TN1123_MARKER: DH = HORIZONTAL CONTROL DISK
 TN1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1123_SP_SET: CONCRETE POST
 TN1123_STAMPING: ALVORD 2 1990
 TN1123_MARK LOGO: NGS   
 TN1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1123+STABILITY: SURFACE MOTION
 TN1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1123+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002
 TN1123
 TN1123  HISTORY     - Date     Condition        Report By
 TN1123  HISTORY     - 1990     MONUMENTED       NGS
 TN1123  HISTORY     - 20021105 GOOD             BPA
 TN1123
 TN1123                          STATION DESCRIPTION
 TN1123
 TN1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 TN1123'TO REACH THE STATION FROM THE NORTHWEST EDGE OF THE TROY CITY LIMIT,
 TN1123'GO NORTHWEST ON U.S. HIGHWAY 2 FOR 1.44 KM (0.89 MI) TO THE TROY
 TN1123'AIRPORT ON THE RIGHT AND THE STATION,
 TN1123'FLUSH WITH THE GROUND AND IS 38.4 M (125.98 FT)
 TN1123'EAST OF THE FENCE, 12.8 M (41.99 FT) EAST OF THE CENTER OF A TRACK
 TN1123'ROAD, 4.7 M (15.42 FT) WEST OF THE NORTHWEST EDGE OF AN HELICOPTER
 TN1123'PAD AND 2.8 M (9.19 FT) WEST OF THE NORTHWEST LIGHT OF THE PAD.
 TN1123
 TN1123                          STATION RECOVERY (2002)
 TN1123
 TN1123'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 2002 (MSS)
 TN1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0734 ***********************************************************************
 TN0734  DESIGNATION -  ALVORD AZ MK
 TN0734  PID         -  TN0734
 TN0734  STATE/COUNTY-  MT/LINCOLN
 TN0734  USGS QUAD   -  TROY (1983)
 TN0734
 TN0734                         *CURRENT SURVEY CONTROL
 TN0734  ___________________________________________________________________
 TN0734* NAD 83(1992)-  48 29 57.76639(N)    115 54 09.71756(W)     ADJUSTED  
 TN0734* NAVD 88     -       774.4    (meters)    2541.     (feet)  VERT ANG  
 TN0734  ___________________________________________________________________
 TN0734  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 TN0734  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TN0734
 TN0734  HORZ ORDER  -  SECOND
 TN0734
 TN0734.The horizontal coordinates were established by classical geodetic methods
 TN0734.and adjusted by the National Geodetic Survey in July 1992..
 TN0734.No horizontal observational check was made to the station.
 TN0734
 TN0734.The orthometric height was determined by vertical angle observations.
 TN0734
 TN0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0734
 TN0734.The geoid height was determined by GEOID03.
 TN0734
 TN0734;                    North         East     Units Scale Factor Converg.
 TN0734;SPC MT       -   491,527.643   127,479.479   MT  0.99973136   -4 41 01.0
 TN0734;SPC MT       - 1,612,623.50    418,239.76   iFT  0.99973136   -4 41 01.0
 TN0734;UTM  11      - 5,372,387.986   581,060.023   MT  0.99968073   +0 49 18.7
 TN0734
 TN0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0734!SPC MT       -   0.99988118  x   0.99973136  =   0.99961258
 TN0734!UTM  11      -   0.99988118  x   0.99968073  =   0.99956195
 TN0734
 TN0734                          SUPERSEDED SURVEY CONTROL
 TN0734
 TN0734  NAD 83(1986)-  48 29 57.77849(N)    115 54 09.72297(W) AD(       ) 2
 TN0734  NGVD 29 (11/20/87)  773.3    (m)         2537.     (f) VERT ANG       
 TN0734
 TN0734.Superseded values are not recommended for survey control.
 TN0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0734.See file dsdata.txt to determine how the superseded data were derived.
 TN0734
 TN0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8106072388(NAD 83)
 TN0734_MARKER: DZ = AZIMUTH MARK DISK
 TN0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0734_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0734+STABILITY: SURFACE MOTION
 TN0734
 TN0734  HISTORY     - Date     Condition        Report By
 TN0734  HISTORY     - 1986     MONUMENTED       NGS
 TN0734
 TN0734                          STATION DESCRIPTION
 TN0734
 TN0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0734'THE AZIMUTH MARK IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF TROY,
 TN0734'ON THE SOUTH SLOPE OF A MOUNTAIN AT A POWER LINE AND ON PROPERTY OF
 TN0734'THE KOOTENAI NATIONAL FOREST.
 TN0734'
 TN0734'TO REACH FROM THE NORTHWEST EDGE OF TROY, GO NORTHWEST ON U.S.
 TN0734'HIGHWAY 2 FOR 3.68 KM (2.3 MI) TO THE NORTHWEST END OF A BRIDGE
 TN0734'OVER THE KOOTENAI RIVER, CONTINUE NORTHWEST FOR 0.48 KM (0.3 MI) ON
 TN0734'U.S. HIGHWAY 2 TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY
 TN0734'ON RIVER ROAD FOR 2.88 KM (1.8 MI) TO A FORK AT A T-JUNCTION.  TURN
 TN0734'LEFT AND GO NORTHERLY FOR 2.24 KM (1.4 MI) TO A TRACK ROAD ON THE
 TN0734'RIGHT.  TURN SHARP RIGHT AND GO EASTERLY ON THE TRACK ROAD FOR 0.32
 TN0734'KM (0.2 MI) ALONG A POWERLINE TO THE TOP OF A HILL AND THE MARK
 TN0734'ON THE RIGHT.
 TN0734'
 TN0734'AZIMUTH MARK, STAMPED---ALVORD 1986---, IS A STANDARD DISK SET IN
 TN0734'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 12.0
 TN0734'METERS (39.4 FT) WEST OF THE WEST ONE OF TWO POWER POLES AND 0.8
 TN0734'METER (2.6 FT) SOUTH OF A WITNESS POST.  IT IS ON THE EDGE OF A
 TN0734'DROPOFF OF A BLUFF.
 TN0734'
 TN0734'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9045 ***********************************************************************
 AD9045  DESIGNATION -  ALZADA RM 1
 AD9045  PID         -  AD9045
 AD9045  STATE/COUNTY-  MT/CARTER
 AD9045  USGS QUAD   -  ALZADA (1980)
 AD9045
 AD9045                         *CURRENT SURVEY CONTROL
 AD9045  ___________________________________________________________________
 AD9045* NAD 83(1986)-  45 02 04.     (N)    104 25 39.     (W)     SCALED    
 AD9045* NAVD 88     -      1044.621  (meters)    3427.23   (feet)  ADJUSTED  
 AD9045  ___________________________________________________________________
 AD9045  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 AD9045  DYNAMIC HT  -        1044.353 (meters)    3426.35  (feet)  COMP
 AD9045  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 AD9045
 AD9045  VERT ORDER  -  FIRST     CLASS II
 AD9045
 AD9045.The horizontal coordinates were scaled from a topographic map and have
 AD9045.an estimated accuracy of +/- 6 seconds.
 AD9045
 AD9045.The orthometric height was determined by differential leveling
 AD9045.and adjusted by the National Geodetic Survey in July 1998..
 AD9045
 AD9045.The geoid height was determined by GEOID03.
 AD9045
 AD9045.The dynamic height is computed by dividing the NAVD 88
 AD9045.geopotential number by the normal gravity value computed on the
 AD9045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9045.degrees latitude (g = 980.6199 gals.).
 AD9045
 AD9045.The modeled gravity was interpolated from observed gravity values.
 AD9045
 AD9045;                    North         East    Units  Estimated Accuracy
 AD9045;SPC MT       -   100,130.      999,420.      MT  (+/- 180 meters Scaled)
 AD9045
 AD9045                          SUPERSEDED SURVEY CONTROL
 AD9045
 AD9045.No superseded survey control is available for this station.
 AD9045
 AD9045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK450869(NAD 83)
 AD9045_MARKER: DR = REFERENCE MARK DISK
 AD9045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9045_STAMPING: ALZADA NO 1 1949
 AD9045_MARK LOGO: CGS   
 AD9045_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9045+STABILITY: SURFACE MOTION
 AD9045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9045+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1995
 AD9045
 AD9045  HISTORY     - Date     Condition        Report By
 AD9045  HISTORY     - 1949     MONUMENTED       CGS
 AD9045  HISTORY     - 19951024 GOOD             NGS
 AD9045
 AD9045                          STATION DESCRIPTION
 AD9045
 AD9045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9045'1.6 KM (1.00 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9045'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, 32.2 M (105.6 FT) NORTHEAST
 AD9045'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 15.8 M (51.8 FT) WEST OF A
 AD9045'Y-FENCE CORNER, 9.1 M (29.9 FT) SOUTHWEST OF A T-FENCE CORNER, 7.9 M
 AD9045'(25.9 FT) EAST OF TRIANGULATION STATION ALZADA, 0.3 M (1.0 FT)
 AD9045'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AD9045'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1016 ***********************************************************************
 RX1016  DESIGNATION -  AMBROSE
 RX1016  PID         -  RX1016
 RX1016  STATE/COUNTY-  MT/RAVALLI
 RX1016  USGS QUAD   -  GRAYHORSE CREEK (1989)
 RX1016
 RX1016                         *CURRENT SURVEY CONTROL
 RX1016  ___________________________________________________________________
 RX1016* NAD 83(1992)-  46 30 11.91958(N)    113 52 54.84234(W)     ADJUSTED  
 RX1016* NAVD 88     -      2054.0    (meters)    6739.     (feet)  VERTCON   
 RX1016  ___________________________________________________________________
 RX1016  LAPLACE CORR-          11.61  (seconds)                    DEFLEC99
 RX1016  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 RX1016
 RX1016  HORZ ORDER  -  THIRD
 RX1016
 RX1016.The horizontal coordinates were established by classical geodetic methods
 RX1016.and adjusted by the National Geodetic Survey in July 1992..
 RX1016
 RX1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1016
 RX1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1016
 RX1016.The geoid height was determined by GEOID03.
 RX1016
 RX1016;                    North         East     Units Scale Factor Converg.
 RX1016;SPC MT       -   259,795.810   264,020.768   MT  0.99943188   -3 12 19.4
 RX1016;SPC MT       -   852,348.46    866,209.87   iFT  0.99943188   -3 12 19.4
 RX1016;UTM  12      - 5,154,006.894   278,884.532   MT  1.00020102   -2 05 29.1
 RX1016
 RX1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1016!SPC MT       -   0.99968036  x   0.99943188  =   0.99911242
 RX1016!UTM  12      -   0.99968036  x   1.00020102  =   0.99988131
 RX1016
 RX1016                          SUPERSEDED SURVEY CONTROL
 RX1016
 RX1016  NAD 83(1986)-  46 30 11.92225(N)    113 52 54.85237(W) AD(       ) 3
 RX1016  NGVD 29 (05/15/92) 2052.8    (m)         6735.     (f) VERT ANG       
 RX1016
 RX1016.Superseded values are not recommended for survey control.
 RX1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1016.See file dsdata.txt to determine how the superseded data were derived.
 RX1016
 RX1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS7888554007(NAD 83)
 RX1016_MARKER: DS = TRIANGULATION STATION DISK
 RX1016_SETTING: 0 = UNSPECIFIED SETTING
 RX1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1016
 RX1016  HISTORY     - Date     Condition        Report By
 RX1016  HISTORY     - 1957     MONUMENTED       USGS
 RX1016
 RX1016                          STATION DESCRIPTION
 RX1016
 RX1016'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RX1016'STATION IS LOCATED IN THE SE. CORNER OF SEC. 29, T 9 N, R 18 W,
 RX1016'APPROXIMATELY 10 MI. E. OF STEVENSVILLE AND 13 MI. SE. OF FLORENCE,
 RX1016'ON THE W. SLOPE OF THE BITTERROOT DIVIDE AT THE HEAD OF SLOCUM CREEK
 RX1016'AND AMBROSE CREEKS.
 RX1016'
 RX1016'TO REACH THE STATION FROM STEVENSVILLE, MONTANA, GO S. ON MAIN STREET
 RX1016'0.7 MI. TO T-RD. E. (BURNT FORK ROAD), LEFT 7.2 MI. TO T-RD. LEFT
 RX1016'(SLOCUM CREEK ROAD), LEFT 0.9 MI. TO RD. FORK, RIGHT 0.9 MI. TO
 RX1016'ANOTHER RD. FORK, LEFT 0.6 MI. TO RD. FORK, LEFT 0.9 MI. TO A RD.
 RX1016'FORK, RIGHT 1.3 MI. TO A RD. FORK, LEFT 0.4 MI. TO THE END OF THE
 RX1016'LOGGING RD.  NOW PROCEED ON TRAIL THRU TREES .15 MI. S. TO TOP OF
 RX1016'RIDGE OF HILL AND STATION MARK.
 RX1016'
 RX1016'STATION MARK IS 1010 FT. E. OF A LOGGING TRAIL, 590 FT. UPHILL AND N.
 RX1016'OF MAIN LOGGING RD., 410 FT. FROM THE END OF THE LOGGING TRAIL N.
 RX1016'
 RX1016'A 36 FT. WOODEN TOWER WAS BUILT TO CLEAR ALL STATIONS THROUGH LODGE
 RX1016'POLE PINE TIMBER.  A ROCK PILE IS COLLECTED ON TOP OF THE STATION
 RX1016'MARK.
 RX1016'
 RX1016'STATION MARK--A STANDARD TABLET CEMENTED IN THE TOP OF A BURIED ROCK
 RX1016'FLUSH WITH THE GROUND, STAMPED---AMBROSE 1957---.
 RX1016'
 RX1016'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0397 ***********************************************************************
 SP0397  DESIGNATION -  AMELIA POE
 SP0397  PID         -  SP0397
 SP0397  STATE/COUNTY-  MT/MCCONE
 SP0397  USGS QUAD   -  TURTLE CREEK (1983)
 SP0397
 SP0397                         *CURRENT SURVEY CONTROL
 SP0397  ___________________________________________________________________
 SP0397* NAD 83(1992)-  47 59 03.10524(N)    105 58 27.44946(W)     ADJUSTED  
 SP0397* NAVD 88     -       731.1    (meters)    2399.     (feet)  VERTCON   
 SP0397  ___________________________________________________________________
 SP0397  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 SP0397  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 SP0397
 SP0397  HORZ ORDER  -  FIRST
 SP0397
 SP0397.The horizontal coordinates were established by classical geodetic methods
 SP0397.and adjusted by the National Geodetic Survey in July 1992..
 SP0397
 SP0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0397
 SP0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0397
 SP0397.The geoid height was determined by GEOID03.
 SP0397
 SP0397;                    North         East     Units Scale Factor Converg.
 SP0397;SPC MT       -   420,859.182   862,976.848   MT  0.99953677   +2 34 44.7
 SP0397;SPC MT       - 1,380,771.59  2,831,288.87   iFT  0.99953677   +2 34 44.7
 SP0397;UTM  13      - 5,315,002.922   427,300.399   MT  0.99966494   -0 43 26.0
 SP0397
 SP0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0397!SPC MT       -   0.99988808  x   0.99953677  =   0.99942490
 SP0397!UTM  13      -   0.99988808  x   0.99966494  =   0.99955306
 SP0397
 SP0397|---------------------------------------------------------------------|
 SP0397| PID    Reference Object                     Distance      Geod. Az  |
 SP0397|                                                           dddmmss.s |
 SP0397| CQ6946 AMELIA POE RM 1                      13.180 METERS 06239     |
 SP0397| SP0396 T26N R45E SECS 19 30 CC             172.607 METERS 09037     |
 SP0397| CQ6945 AMELIA POE AZ MK                                   3155419.3 |
 SP0397| CQ6947 AMELIA POE RM 2                      13.080 METERS 32624     |
 SP0397| TJ0572 FRAZER GREAT NORTH RR TANK          APPROX.10.0 KM 3293548.1 |
 SP0397|---------------------------------------------------------------------|
 SP0397
 SP0397                          SUPERSEDED SURVEY CONTROL
 SP0397
 SP0397  NAD 83(1986)-  47 59 03.10593(N)    105 58 27.44281(W) AD(       ) 1
 SP0397  NAD 27      -  47 59 03.04420(N)    105 58 25.38498(W) AD(       ) 1
 SP0397  NGVD 29 (07/19/86)  730.5    (m)         2397.     (f) VERT ANG       
 SP0397
 SP0397.Superseded values are not recommended for survey control.
 SP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0397.See file dsdata.txt to determine how the superseded data were derived.
 SP0397
 SP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP2730015003(NAD 83)
 SP0397_MARKER: DD = SURVEY DISK
 SP0397_SETTING: 0 = UNSPECIFIED SETTING
 SP0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0397
 SP0397  HISTORY     - Date     Condition        Report By
 SP0397  HISTORY     - 1948     MONUMENTED       MORC
 SP0397  HISTORY     - 1948     GOOD             CGS
 SP0397  HISTORY     - 1972     GOOD             USGS
 SP0397
 SP0397                          STATION DESCRIPTION
 SP0397
 SP0397'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (FXP)
 SP0397'LOCATED ABOUT 6 MILES SOUTHWEST OF OSWEGO, IN THE NORTHEAST 1/4 SEC.
 SP0397'25, T. 26 N., R. 44 E. ON LAND OWNED BY MR. CLIFFORD WOLFE, NEAR THE
 SP0397'NORTH EDGE OF A PLATEAU, 60 FEET SOUTH OF THE EDGE OF A BLUFF, AND 25
 SP0397'FEET SOUTH OF A WITNESS POST.  IT IS A U.S. MISSOURI RIVER COMMISSION
 SP0397'DISK, PAINTED ALUMINUM, UNSTAMPED ON THE TOP OF A 4-INCH IRON PIPE
 SP0397'THAT PROJECTS 3 INCHES.
 SP0397'
 SP0397'REFERENCE MARK NO. 1 IS 43.24 FEET EAST-NORTHEAST OF THE STATION, AND
 SP0397'44.5 FEET EAST-SOUTHEAST OF THE WITNESS POST.  IT PROJECTS 8 INCHES,
 SP0397'AND THE DISK IS STAMPED AMELIA POE MO R C NO 1 1948.
 SP0397'
 SP0397'REFERENCE MARK NO. 2 IS 42.91 FEET NORTHWEST OF THE STATION, 35 FEET
 SP0397'SOUTH OF THE EDGE OF THE BLUFF, AND 21.3 FEET NORTHWEST OF THE
 SP0397'WITNESS POST.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED AMELIA
 SP0397'POE MO R C NO 2 1948.
 SP0397'
 SP0397'THE AZIMUTH MARK IS APPROXIMATELY 1.1 MILE NORTHWEST OF THE STATION,
 SP0397'0.05 MILE SOUTH OF A GRADED DIRT ROAD, 50 FEET NORTHEAST OF A WINDING
 SP0397'TRACK ROAD, AND 6.6 FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS 8
 SP0397'INCHES, AND THE DISK IS STAMPED AMELIA POE MO R C 1948.
 SP0397'
 SP0397'C.C. SECS. 19, 30, T. 26 N., R. 45 E. (G.L.O.) IS EAST OF THE
 SP0397'STATION, 70 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD,
 SP0397'60 FEET WEST OF A RAVINE AND IS THE SECOND G.L.O. DISK SOUTH OF THE
 SP0397'EDGE OF THE BLUFF.  IT IS A G.L.O. DISK STAMPED T 26 N S25 R 44 E S19
 SP0397'CC S30 R 45 E 1946 ON THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 12
 SP0397'INCHES.  IT IS LOCATED BY TRAVERSE FROM TRIANGULATION STATION AMELIA
 SP0397'POE (MO. R.C.) AND THE DISTANCE WAS FOUND TO BE 172.626 METERS OR
 SP0397'566.36 FEET.
 SP0397'
 SP0397'TO REACH THE STATION FROM THE SOUTH BANK OF THE MISSOURI RIVER AT THE
 SP0397'FERRY CROSSING (APPROXIMATELY 2-1/4 MILES SOUTH OF OSWEGO), GO SOUTH
 SP0397'FOR 2.2 MILES.  THEN RIGHT, WEST, FOR 5.2 MILES.  THEN SHARP LEFT,
 SP0397'SOUTHERLY, ON A TRACK ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 SP0397'LEFT.  CONTINUE SOUTHERLY FOR 1.45 MILE ON A WINDING TRACK ROAD TO
 SP0397'THE TOP OF THE PLATEAU.  THEN LEFT, EAST, FOR 0.1 MILE.  THEN LEFT,
 SP0397'NORTHERLY, ACROSS PASTURE FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 SP0397
 SP0397                          STATION RECOVERY (1948)
 SP0397
 SP0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 SP0397'RECOVERED BY NGS IN 1948.  DESCRIPTION AND POSITION LISTED IN NGS
 SP0397'QUAD 47105-4, STATION 1001.
 SP0397'
 SP0397'STATION MARK--A MORC DISK, PAINTED ALUMINUM, UNSTAMPED, ON THE TOP OF
 SP0397'A 4 IN. IRON PIPE THAT PROJECTS 3 IN.
 SP0397
 SP0397                          STATION RECOVERY (1972)
 SP0397
 SP0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 SP0397'FOUND IN GOOD CONDITION.
 SP0397'
 SP0397'TO REACH THE STATION FROM THE MISSOURI RIVER BRIDGE ON MONTANA STATE
 SP0397'HIGHWAY 13 SOUTHEAST OF WOLF POINT GO SOUTH ON HIGHWAY 13 FOR 0.30
 SP0397'MILE TO A MONTANA SECONDARY HIGHWAY 528.  TURN RIGHT AND GO WEST
 SP0397'ON HIGHWAY 528 FOR 7.00 MILES TO THE END OF THE PAVEMENT.
 SP0397'CONTINUE WEST ON GRAVEL ROAD FOR 3.35 MILES TO A ROAD JUNCTION.  TAKE
 SP0397'RIGHT FORK AND CONTINUE WEST ON MAIN ROAD FOR 3.85 MILES
 SP0397'TO A ROAD BEND SOUTH.  TURN SOUTH AND GO 0.45 MILE TO A ROAD
 SP0397'BEND WEST.  TURN WEST AND GO 2.40 MILES TO A ROAD BEND SOUTHWEST.
 SP0397'TURN SOUTHWEST AND GO 1.0 MILES ON MAIN ROAD TO A CREEK CROSSING
 SP0397'(BRIDGE OUT) DETOUR LEFT, CROSSING CREEK AND CONTINUE WEST FOR 1.0
 SP0397'MILE TO A ROAD JUNCTION.  JOG SOUTH THEN WEST AND CONTINUE WEST
 SP0397'ON MAIN ROAD FOR 5.05 MILES TO A TRACK ROAD LEADING SOUTHEAST JUST
 SP0397'EAST OF A ROAD NORTH.  TURN LEFT AND GO SOUTHEAST ON
 SP0397'TRACK ROAD FOR 0.10 MILES AND THE AZIMUTH MARK ON THE LEFT
 SP0397'ABOUT 50 FEET EAST OF THE ROAD.  CONTINUE SOUTHEAST ON TRACK ROAD
 SP0397'FOR 1.25 MILES TO THE TOP AND A TRACK ROAD LEADING EAST.  TURN
 SP0397'LEFT AND GO EAST ON TRACK ROAD FOR 0.20 MILES.  TURN LEFT AND GO
 SP0397'NORTH ACROSS COUNTRY FOR 0.15 MILE TO THE STATION ON THE HIGH
 SP0397'POINT OF A SPUR RIDGE.
 SP0397'
 SP0397'DIRECTION AND DISTANCE--FRAZER, S 30 DEG E. ABOUT 6-1/2 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0532 ***********************************************************************
 RW0532  DESIGNATION -  AMERICAN
 RW0532  PID         -  RW0532
 RW0532  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0532  USGS QUAD   -  UPPER HOLTER LAKE (1979)
 RW0532
 RW0532                         *CURRENT SURVEY CONTROL
 RW0532  ___________________________________________________________________
 RW0532* NAD 83(1992)-  46 50 03.39545(N)    111 53 15.92615(W)     ADJUSTED  
 RW0532* NAVD 88     -      1707.6    (meters)    5602.     (feet)  VERTCON   
 RW0532  ___________________________________________________________________
 RW0532  LAPLACE CORR-          10.39  (seconds)                    DEFLEC99
 RW0532  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 RW0532
 RW0532  HORZ ORDER  -  THIRD
 RW0532
 RW0532.The horizontal coordinates were established by classical geodetic methods
 RW0532.and adjusted by the National Geodetic Survey in July 1992..
 RW0532
 RW0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0532
 RW0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0532
 RW0532.The geoid height was determined by GEOID03.
 RW0532
 RW0532;                    North         East     Units Scale Factor Converg.
 RW0532;SPC MT       -   289,939.952   417,973.936   MT  0.99939746   -1 44 48.0
 RW0532;SPC MT       -   951,246.56  1,371,305.56   iFT  0.99939746   -1 44 48.0
 RW0532;UTM  12      - 5,187,130.691   432,299.508   MT  0.99965633   -0 38 51.1
 RW0532
 RW0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0532!SPC MT       -   0.99973441  x   0.99939746  =   0.99913203
 RW0532!UTM  12      -   0.99973441  x   0.99965633  =   0.99939083
 RW0532
 RW0532                          SUPERSEDED SURVEY CONTROL
 RW0532
 RW0532  NAD 83(1986)-  46 50 03.39774(N)    111 53 15.91359(W) AD(       ) 3
 RW0532  NGVD 29 (06/04/92) 1706.6    (m)         5599.     (f) VERT ANG       
 RW0532
 RW0532.Superseded values are not recommended for survey control.
 RW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0532.See file dsdata.txt to determine how the superseded data were derived.
 RW0532
 RW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS3230087131(NAD 83)
 RW0532_MARKER: DS = TRIANGULATION STATION DISK
 RW0532_SETTING: 66 = SET IN ROCK OUTCROP
 RW0532_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RW0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0532
 RW0532  HISTORY     - Date     Condition        Report By
 RW0532  HISTORY     - 1891     MONUMENTED       MORC
 RW0532  HISTORY     - 1972     GOOD             USGS
 RW0532
 RW0532                          STATION DESCRIPTION
 RW0532
 RW0532'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0532'STATION RECOVERED IN GOOD CONDITION BY USGS IN 1958.
 RW0532'
 RW0532'RECOVERED BY USGS IN 1972 AND REDESCRIBED AS FOLLOWS
 RW0532'
 RW0532'THE STATION IS LOCATED IN THE HELENA NATIONAL FOREST, ON THE HIGHEST
 RW0532'POINT OF A NNW-SSE. RIDGE, 2 MI. E. OF THE MISSOURI RIVER, 4.7 MI. N.
 RW0532'OF HOUSER DAM, IN THE SW. 1/4 OF SEC. 32, T 13 N, R 2 W.  STATION WAS
 RW0532'REACHED BY HELICOPTER.
 RW0532'
 RW0532'STATION MARK--COPPER BOLT SET IN ROCK OUTCROP THAT PROJECTS ABOUT
 RW0532'0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0630 ***********************************************************************
 QX0630  DESIGNATION -  AMSTERDAM HOLLAND CHURCH SPIRE
 QX0630  PID         -  QX0630
 QX0630  STATE/COUNTY-  MT/GALLATIN
 QX0630  USGS QUAD   -  MANHATTAN (1987)
 QX0630
 QX0630                         *CURRENT SURVEY CONTROL
 QX0630  ___________________________________________________________________
 QX0630* NAD 83(1992)-  45 45 03.68984(N)    111 18 10.51129(W)     ADJUSTED  
 QX0630* NAVD 88     -                                                        
 QX0630  ___________________________________________________________________
 QX0630  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 QX0630  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 QX0630
 QX0630  HORZ ORDER  -  THIRD
 QX0630
 QX0630.The horizontal coordinates were established by classical geodetic methods
 QX0630.and adjusted by the National Geodetic Survey in July 1992..
 QX0630
 QX0630
 QX0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0630
 QX0630.The geoid height was determined by GEOID03.
 QX0630
 QX0630;                    North         East     Units Scale Factor Converg.
 QX0630;SPC MT       -   168,430.016   459,778.768   MT  0.99963232   -1 19 07.8
 QX0630;SPC MT       -   552,591.92  1,508,460.52   iFT  0.99963232   -1 19 07.8
 QX0630;UTM  12      - 5,066,429.876   476,439.240   MT  0.99960682   -0 13 01.2
 QX0630
 QX0630                          SUPERSEDED SURVEY CONTROL
 QX0630
 QX0630  NAD 83(1986)-  45 45 03.68546(N)    111 18 10.50440(W) AD(       ) 4
 QX0630  NAD 27      -  45 45 03.95000(N)    111 18 07.66000(W) AD(       ) 3
 QX0630
 QX0630.Superseded values are not recommended for survey control.
 QX0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0630.See file dsdata.txt to determine how the superseded data were derived.
 QX0630
 QX0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR7643966430(NAD 83)
 QX0630_MARKER: 90 = CHURCH SPIRE
 QX0630
 QX0630  HISTORY     - Date     Condition        Report By
 QX0630  HISTORY     - 1922     FIRST OBSERVED   CGS
 QX0630  HISTORY     - 1943     GOOD             CGS
 QX0630  HISTORY     - 1966     GOOD             CGS
 QX0630
 QX0630                          STATION DESCRIPTION
 QX0630
 QX0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HJB)
 QX0630'RECOVERED IN GOOD CONDITION.  AS THIS STATION WAS NOT DESCRIBED
 QX0630'WHEN ESTABLISHED, A DESCRIPTION FOLLOWS--
 QX0630'
 QX0630'LOCATED APPROXIMATELY 7 MILES SOUTH OF MANHATTAN AND 1 MILE
 QX0630'S.E. OF THE SMALL TOWN OF AMSTERDAM, AT THE SETTLEMENT KNOWN
 QX0630'AS CHURCH HILL.
 QX0630'
 QX0630'THE STATION IS THE FINIAL ATOP THE BELFRY OF THE SQUARE TOWER
 QX0630'RISING FROM S.E. CORNER OF THE CHRISTIAN REFORMED CHURCH,
 QX0630'A WHITE WOODEN STRUCTURE.
 QX0630
 QX0630                          STATION RECOVERY (1966)
 QX0630
 QX0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 QX0630'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 QX0630'1943 BY H.J. BOZZO.
 QX0630'
 QX0630'POSITION QUESTIONABLE.  AZIMUTH CHECK COULD NOT BE OBTAINED
 QX0630'ON THIS STATION FROM G.L.O. POST NO. 20 REFERENCE MARK, 1922
 QX0630'
 QX0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 QX0630'SE OF AMSTERDAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0515 ***********************************************************************
 SU0515  DESIGNATION -  AN
 SU0515  PID         -  SU0515
 SU0515  STATE/COUNTY-  MT/MINERAL
 SU0515  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0515
 SU0515                         *CURRENT SURVEY CONTROL
 SU0515  ___________________________________________________________________
 SU0515* NAD 83(1986)-  47 26 38.     (N)    115 42 31.     (W)     SCALED    
 SU0515* NAVD 88     -      1374.848  (meters)    4510.65   (feet)  ADJUSTED  
 SU0515  ___________________________________________________________________
 SU0515  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 SU0515  DYNAMIC HT  -        1374.637 (meters)    4509.95  (feet)  COMP
 SU0515  MODELED GRAV-     980,411.6   (mgal)                       NAVD 88
 SU0515
 SU0515  VERT ORDER  -  SECOND    CLASS 0
 SU0515
 SU0515.The horizontal coordinates were scaled from a topographic map and have
 SU0515.an estimated accuracy of +/- 6 seconds.
 SU0515
 SU0515.The orthometric height was determined by differential leveling
 SU0515.and adjusted by the National Geodetic Survey in June 1991..
 SU0515
 SU0515.The geoid height was determined by GEOID03.
 SU0515
 SU0515.The dynamic height is computed by dividing the NAVD 88
 SU0515.geopotential number by the normal gravity value computed on the
 SU0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0515.degrees latitude (g = 980.6199 gals.).
 SU0515
 SU0515.The modeled gravity was interpolated from observed gravity values.
 SU0515
 SU0515;                    North         East    Units  Estimated Accuracy
 SU0515;SPC MT       -   373,440.      132,480.      MT  (+/- 180 meters Scaled)
 SU0515
 SU0515                          SUPERSEDED SURVEY CONTROL
 SU0515
 SU0515  NGVD 29 (??/??/92) 1373.570  (m)         4506.45   (f) ADJ UNCH    2 0
 SU0515
 SU0515.Superseded values are not recommended for survey control.
 SU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0515.See file dsdata.txt to determine how the superseded data were derived.
 SU0515
 SU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN973553(NAD 83)
 SU0515_MARKER: DD = SURVEY DISK
 SU0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0515_STAMPING: AN
 SU0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0515+STABILITY: SURFACE MOTION
 SU0515
 SU0515  HISTORY     - Date     Condition        Report By
 SU0515  HISTORY     - UNK      MONUMENTED       IDPWD
 SU0515  HISTORY     - 1958     GOOD             NGS
 SU0515  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0515
 SU0515                          STATION DESCRIPTION
 SU0515
 SU0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SU0515'7.5 MI E FROM MULLAN, ID.
 SU0515'6.3 MILES ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILROAD
 SU0515'STATION AT MULLAN TO LOOKOUT PASS, THENCE 1.2 MILES SOUTH AND WEST
 SU0515'ALONG THE TRACKS OF THE NORTHERN PACIFIC RAILROAD, 16 1/2 FEET
 SU0515'SOUTHWEST FROM A TELEPHONE POLE, SET IN A ROUND CONCRETE POST
 SU0515'PROJECTING 1-INCH, ON THE SLOPE OF THE HILL.  41.0 FEET NORTHWEST FROM
 SU0515'THE NORTHWEST RAIL.
 SU0515
 SU0515                          STATION RECOVERY (1982)
 SU0515
 SU0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0934 ***********************************************************************
 RX0934  DESIGNATION -  ANACONDA CO STACK
 RX0934  PID         -  RX0934
 RX0934  STATE/COUNTY-  MT/DEER LODGE
 RX0934  USGS QUAD   -  ANACONDA SOUTH (1996)
 RX0934
 RX0934                         *CURRENT SURVEY CONTROL
 RX0934  ___________________________________________________________________
 RX0934* NAD 83(1992)-  46 06 36.08551(N)    112 54 49.51776(W)     ADJUSTED  
 RX0934* NAVD 88     -                                                        
 RX0934  ___________________________________________________________________
 RX0934  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 RX0934  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 RX0934
 RX0934  HORZ ORDER  -  THIRD
 RX0934
 RX0934.The horizontal coordinates were established by classical geodetic methods
 RX0934.and adjusted by the National Geodetic Survey in July 1992..
 RX0934
 RX0934
 RX0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0934
 RX0934.The geoid height was determined by GEOID03.
 RX0934
 RX0934;                    North         East     Units Scale Factor Converg.
 RX0934;SPC MT       -   212,449.258   336,295.260   MT  0.99951558   -2 29 49.8
 RX0934;SPC MT       -   697,012.00  1,103,330.91   iFT  0.99951558   -2 29 49.8
 RX0934;UTM  12      - 5,108,052.308   352,108.544   MT  0.99986888   -1 22 46.0
 RX0934
 RX0934                          SUPERSEDED SURVEY CONTROL
 RX0934
 RX0934  NAD 83(1986)-  46 06 36.08674(N)    112 54 49.51714(W) AD(       ) 4
 RX0934  NAD 27      -  46 06 36.33100(N)    112 54 46.41200(W) AD(       ) 3
 RX0934
 RX0934.Superseded values are not recommended for survey control.
 RX0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0934.See file dsdata.txt to determine how the superseded data were derived.
 RX0934
 RX0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS5210908052(NAD 83)
 RX0934
 RX0934  HISTORY     - Date     Condition        Report By
 RX0934  HISTORY     - 1956     MONUMENTED       CGS
 RX0934
 RX0934                          STATION DESCRIPTION
 RX0934
 RX0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0934'THE STATION IS ABOUT 2 MILES SOUTHEAST OF ANACONDA AND 3/4
 RX0934'MILE SOUTH OF U.S. HIGHWAY 10S.  IT IS A GREY, CONCRETE STACK,
 RX0934'585.5 FEET IN HEIGHT, AND THE POINT OBSERVED WAS THE TOP-CENTER
 RX0934'OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0935 ***********************************************************************
 RX0935  DESIGNATION -  ANACONDA RADIO STA KANA MAST
 RX0935  PID         -  RX0935
 RX0935  STATE/COUNTY-  MT/DEER LODGE
 RX0935  USGS QUAD   -  ANACONDA NORTH (1996)
 RX0935
 RX0935                         *CURRENT SURVEY CONTROL
 RX0935  ___________________________________________________________________
 RX0935* NAD 83(1992)-  46 07 39.74261(N)    112 55 22.35589(W)     ADJUSTED  
 RX0935* NAVD 88     -                                                        
 RX0935  ___________________________________________________________________
 RX0935  LAPLACE CORR-          -7.90  (seconds)                    DEFLEC99
 RX0935  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 RX0935
 RX0935  HORZ ORDER  -  THIRD
 RX0935
 RX0935.The horizontal coordinates were established by classical geodetic methods
 RX0935.and adjusted by the National Geodetic Survey in July 1992..
 RX0935
 RX0935
 RX0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0935
 RX0935.The geoid height was determined by GEOID03.
 RX0935
 RX0935;                    North         East     Units Scale Factor Converg.
 RX0935;SPC MT       -   214,442.654   335,676.901   MT  0.99951082   -2 30 13.9
 RX0935;SPC MT       -   703,552.01  1,101,302.17   iFT  0.99951082   -2 30 13.9
 RX0935;UTM  12      - 5,110,033.972   351,451.188   MT  0.99987127   -1 23 11.1
 RX0935
 RX0935                          SUPERSEDED SURVEY CONTROL
 RX0935
 RX0935  NAD 83(1986)-  46 07 39.74423(N)    112 55 22.35841(W) AD(       ) 4
 RX0935  NAD 27      -  46 07 40.01000(N)    112 55 19.20000(W) AD(       ) 3
 RX0935
 RX0935.Superseded values are not recommended for survey control.
 RX0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0935.See file dsdata.txt to determine how the superseded data were derived.
 RX0935
 RX0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS5145110034(NAD 83)
 RX0935
 RX0935  HISTORY     - Date     Condition        Report By
 RX0935  HISTORY     - 1956     MONUMENTED       CGS
 RX0935
 RX0935                          STATION DESCRIPTION
 RX0935
 RX0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0935'THE STATION IS LOCATED AT THE EAST EDGE OF ANACONDA, 220 FEET
 RX0935'SOUTH OF THE TRANSMITTER BUILDING AND 350 FEET NORTH OF U.S.
 RX0935'HIGHWAY 10 A.  THE STRUCTURE IS 187.0 FEET HIGH AND THE POINT
 RX0935'OBSERVED ON WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1580 ***********************************************************************
 SS1580  DESIGNATION -  ANCHOR
 SS1580  PID         -  SS1580
 SS1580  STATE/COUNTY-  MT/CHOUTEAU
 SS1580  USGS QUAD   -  BENTON LAKE EAST (1994)
 SS1580
 SS1580                         *CURRENT SURVEY CONTROL
 SS1580  ___________________________________________________________________
 SS1580* NAD 83(1992)-  47 43 34.18446(N)    111 20 51.70925(W)     ADJUSTED  
 SS1580* NAVD 88     -      1186.0    (meters)    3891.     (feet)  VERTCON   
 SS1580  ___________________________________________________________________
 SS1580  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 SS1580  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS1580
 SS1580  HORZ ORDER  -  THIRD
 SS1580
 SS1580.The horizontal coordinates were established by classical geodetic methods
 SS1580.and adjusted by the National Geodetic Survey in July 1992..
 SS1580
 SS1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1580
 SS1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1580
 SS1580.The geoid height was determined by GEOID03.
 SS1580
 SS1580;                    North         East     Units Scale Factor Converg.
 SS1580;SPC MT       -   387,897.634   461,473.131   MT  0.99947025   -1 21 05.8
 SS1580;SPC MT       - 1,272,630.03  1,514,019.46   iFT  0.99947025   -1 21 05.8
 SS1580;UTM  12      - 5,285,923.575   473,926.422   MT  0.99960835   -0 15 26.2
 SS1580
 SS1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1580!SPC MT       -   0.99981638  x   0.99947025  =   0.99928673
 SS1580!UTM  12      -   0.99981638  x   0.99960835  =   0.99942481
 SS1580
 SS1580                          SUPERSEDED SURVEY CONTROL
 SS1580
 SS1580  NAD 83(1986)-  47 43 34.18313(N)    111 20 51.68903(W) AD(       ) 3
 SS1580  NGVD 29 (05/18/92) 1185.1    (m)         3888.     (f) VERT ANG       
 SS1580
 SS1580.Superseded values are not recommended for survey control.
 SS1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1580.See file dsdata.txt to determine how the superseded data were derived.
 SS1580
 SS1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7392685924(NAD 83)
 SS1580_MARKER: DS = TRIANGULATION STATION DISK
 SS1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1580+STABILITY: SURFACE MOTION
 SS1580
 SS1580  HISTORY     - Date     Condition        Report By
 SS1580  HISTORY     - 1947     MONUMENTED       USGS
 SS1580
 SS1580                          STATION DESCRIPTION
 SS1580
 SS1580'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1580'STATION LOCATED ABOUT 17 (AIRLINE) MI. N. OF THE CITY OF GREAT FALLS,
 SS1580'MONTANA, IN NE. COR. SEC. 28, T 23 N, R 3 E.
 SS1580'
 SS1580'TO REACH FROM CENTER OF 15TH STREET BRIDGE, PROCEED ALONG BOOTLEGGER
 SS1580'TRAIL 14.6 MI., TURN LEFT (W.) 1 MI., TURN RIGHT (N.) 1 MI., AND LEFT
 SS1580'(W.) 2 MI. TO BOTTOM OF STEEP HILL RISING TO THE SW., STATION ON
 SS1580'HIGHEST POINT OF HILL.
 SS1580'
 SS1580'NOTE BY USGS, 1965--MARK WAS NOT FOUND, TOP OF HILL HAS BEEN REMOVED
 SS1580'FOR GRAVEL, STATION ALMOST CERTAINLY DESTROYED.
 SS1580'
 SS1580'STATION MARK--STANDARD BRONZE TABLET SET IN A 9 BY 18 BY 49 IN.
 SS1580'CONCRETE BLOCK.
 SS1580'
 SS1580'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET SET IN A 9 BY 18 BY 48
 SS1580'IN. CONCRETE BLOCK, 62.80 FT. FROM STATION N 58 DEGREES 48
 SS1580'MINUTES W.
 SS1580'
 SS1580'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET SET IN A 9 BY 18 BY 48
 SS1580'IN. CONCRETE BLOCK, 51.30 FT. FROM STATION N 05 DEGREES 45
 SS1580'MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0319 ***********************************************************************
 QU0319  DESIGNATION -  ANDERSON
 QU0319  PID         -  QU0319
 QU0319  STATE/COUNTY-  MT/CUSTER
 QU0319  USGS QUAD   -  SADDLE HORSE BUTTE (1973)
 QU0319
 QU0319                         *CURRENT SURVEY CONTROL
 QU0319  ___________________________________________________________________
 QU0319* NAD 83(1992)-  45 58 13.94227(N)    105 29 13.01620(W)     ADJUSTED  
 QU0319* NAVD 88     -      1018.4    (meters)    3341.     (feet)  VERTCON   
 QU0319  ___________________________________________________________________
 QU0319  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 QU0319  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 QU0319
 QU0319  HORZ ORDER  -  FIRST
 QU0319
 QU0319.The horizontal coordinates were established by classical geodetic methods
 QU0319.and adjusted by the National Geodetic Survey in July 1992..
 QU0319
 QU0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0319
 QU0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0319
 QU0319.The geoid height was determined by GEOID03.
 QU0319
 QU0319;                    North         East     Units Scale Factor Converg.
 QU0319;SPC MT       -   199,167.488   910,755.137   MT  0.99955638   +2 56 08.0
 QU0319;SPC MT       -   653,436.64  2,988,041.79   iFT  0.99955638   +2 56 08.0
 QU0319;UTM  13      - 5,090,889.502   462,274.425   MT  0.99961750   -0 21 00.4
 QU0319
 QU0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0319!SPC MT       -   0.99984287  x   0.99955638  =   0.99939932
 QU0319!UTM  13      -   0.99984287  x   0.99961750  =   0.99946043
 QU0319
 QU0319|---------------------------------------------------------------------|
 QU0319| PID    Reference Object                     Distance      Geod. Az  |
 QU0319|                                                           dddmmss.s |
 QU0319| CQ6949 ANDERSON RM 1                        10.150 METERS 04655     |
 QU0319| CQ6948 ANDERSON AZ MK                                     2933051.7 |
 QU0319| CQ6950 ANDERSON RM 2                        10.567 METERS 32229     |
 QU0319| RT0501 MILES CITY MUN AIRPORT BEACON       APPROX.59.0 KM 3293606.8 |
 QU0319|---------------------------------------------------------------------|
 QU0319
 QU0319                          SUPERSEDED SURVEY CONTROL
 QU0319
 QU0319  NAD 83(1986)-  45 58 13.92072(N)    105 29 12.98843(W) AD(       ) 1
 QU0319  NAD 27      -  45 58 13.91400(N)    105 29 11.03900(W) AD(       ) 1
 QU0319  NGVD 29 (07/19/86) 1017.8    (m)         3339.     (f) VERT ANG       
 QU0319
 QU0319.Superseded values are not recommended for survey control.
 QU0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0319.See file dsdata.txt to determine how the superseded data were derived.
 QU0319
 QU0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL6227490890(NAD 83)
 QU0319_MARKER: DS = TRIANGULATION STATION DISK
 QU0319_SETTING: 0 = UNSPECIFIED SETTING
 QU0319
 QU0319  HISTORY     - Date     Condition        Report By
 QU0319  HISTORY     - 1949     MONUMENTED       CGS
 QU0319
 QU0319                          STATION DESCRIPTION
 QU0319
 QU0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 QU0319'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF VOLBORG
 QU0319'ON TOP OF THE MOST WESTERLY ONE OF TWO BUTTES.  THE BUTTE
 QU0319'HAS A HEAVY GROWTH OF PINE TREES ON ITS NORTH SLOPE.  THE
 QU0319'WEST SLOPE IS BARE, VERY STEEP AND THE EARTH IS REDDISH IN
 QU0319'COLOR.  THE STATION IS 101 FEET WESTERLY OF A LONE TRIANGULAR
 QU0319'BLAZED PINE TREE, AND 22 FEET NORTHEASTERLY OF THE STEEP
 QU0319'WEST EDGE OF THE BUTTE.  PROPERTY IS OWNED BY WILLIAM TANN
 QU0319'AND SONS.
 QU0319'
 QU0319'TO REACH THE STATION FROM THE POST OFFICE IN VOLBORG, GO
 QU0319'NORTHERLY ON U.S. HIGHWAY NO. 212 FOR 8.7 MILES TO A SCHOOL
 QU0319'HOUSE AND A SIDE ROAD ON THE LEFT.  CONTINUE NORTHERLY ON
 QU0319'NO. 212 FOR 0.2 MILE TO A WIRE GATE AND A TRACK ROAD ON THE
 QU0319'RIGHT.  THEN RIGHT, EASTERLY, FOR 2.6 MILES TO A FORK.  THEN
 QU0319'LEFT ROAD FOR 3.0 MILES TO A FORK JUST WEST OF A RANCH HOUSE.
 QU0319'THEN LEFT ROAD ABOUT 100 YARDS TO A WIRE GATE.  THEN THROUGH
 QU0319'GATE, NORTHERLY AND EASTERLY FOR 1.3 MILES TO A FORK.  THEN
 QU0319'RIGHT ROAD FOR 0.1 MILE TO A LONE DESERTED BUILDING ON THE
 QU0319'RIGHT.  CONTINUE EASTERLY FOR 0.9 MILE TO A POND.  THEN
 QU0319'LEFT, ON THE WEST SIDE OF THE POND, FOR 0.1 MILE TO A FORK.
 QU0319'THEN RIGHT ROAD, EASTERLY, FOR 0.8 MILE TO THE CREST OF A
 QU0319'HILL.  THEN RIGHT, SOUTHERLY, ON A TRACK ROAD FOR 0.6 MILE
 QU0319'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 QU0319'SOUTHERLY FOR 0.7 MILE TO A DIM FORK.  THEN LEFT FOR 0.5
 QU0319'MILE TO A DIM TRACK ROAD ON THE LEFT.  THEN LEFT,
 QU0319'NORTHERLY, FOR 0.35 MILE TO A TRIANGULAR BLAZED PINE TREE
 QU0319'AND THE END OF TRUCK TRAVEL.  PACK NORTHWESTERLY 10
 QU0319'MINUTES TO THE TOP OF THE BUTTE AND THE STATION AS
 QU0319'DESCRIBED.
 QU0319'
 QU0319'THE STATION MARK IS A STANDARD DISK STAMPED ANDERSON 1949
 QU0319'BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 3 INCHES.
 QU0319'
 QU0319'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWESTERLY OF THE TIMBERED
 QU0319'EDGE OF THE BUTTE.  IT IS A STANDARD DISK STAMPED ANDERSON
 QU0319'NO 1 1949 BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 QU0319'10 INCHES.
 QU0319'
 QU0319'REFERENCE MARK NO. 2 IS 18 FEET NORTHEASTERLY OF THE STEEP
 QU0319'WEST EDGE OF THE BUTTE.  IT IS A STANDARD DISK STAMPED ANDERSON
 QU0319'NO 2 1949 BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 QU0319'10 INCHES.
 QU0319'
 QU0319'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE FROM THE STATION,
 QU0319'12 FEET EASTERLY OF THE APPROXIMATE CENTERLINE OF A TRACK
 QU0319'ROAD, AND 2.5 FEET SOUTH OF THE EAST GATE POST OF A WIRE GATE.
 QU0319'IT IS A STANDARD DISK STAMPED ANDERSON 1949 SET IN THE CENTER
 QU0319'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 QU0319'
 QU0319'FOUR FOOT WOODEN STANDS AT HOLT, HADDOW, ASH, PRAT, LOVETTS,
 QU0319'ONEILL, AND ELMHURST ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1581 ***********************************************************************
 SS1581  DESIGNATION -  ANDERSON
 SS1581  PID         -  SS1581
 SS1581  STATE/COUNTY-  MT/TETON
 SS1581  USGS QUAD   -  T L GAP (1987)
 SS1581
 SS1581                         *CURRENT SURVEY CONTROL
 SS1581  ___________________________________________________________________
 SS1581* NAD 83(1992)-  47 48 41.71919(N)    111 56 59.53905(W)     ADJUSTED  
 SS1581* NAVD 88     -      1282.3    (meters)    4207.     (feet)  VERTCON   
 SS1581  ___________________________________________________________________
 SS1581  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 SS1581  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 SS1581
 SS1581  HORZ ORDER  -  THIRD
 SS1581
 SS1581.The horizontal coordinates were established by classical geodetic methods
 SS1581.and adjusted by the National Geodetic Survey in July 1992..
 SS1581
 SS1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1581
 SS1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1581
 SS1581.The geoid height was determined by GEOID03.
 SS1581
 SS1581;                    North         East     Units Scale Factor Converg.
 SS1581;SPC MT       -   398,624.752   416,636.233   MT  0.99949000   -1 47 31.5
 SS1581;SPC MT       - 1,307,823.99  1,366,916.77   iFT  0.99949000   -1 47 31.5
 SS1581;UTM  12      - 5,295,796.216   428,886.527   MT  0.99966214   -0 42 13.8
 SS1581
 SS1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1581!SPC MT       -   0.99980129  x   0.99949000  =   0.99929139
 SS1581!UTM  12      -   0.99980129  x   0.99966214  =   0.99946350
 SS1581
 SS1581                          SUPERSEDED SURVEY CONTROL
 SS1581
 SS1581  NAD 83(1986)-  47 48 41.72160(N)    111 56 59.52427(W) AD(       ) 3
 SS1581  NGVD 29 (05/18/92) 1281.4    (m)         4204.     (f) VERT ANG       
 SS1581
 SS1581.Superseded values are not recommended for survey control.
 SS1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1581.See file dsdata.txt to determine how the superseded data were derived.
 SS1581
 SS1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2888795796(NAD 83)
 SS1581_MARKER: DS = TRIANGULATION STATION DISK
 SS1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1581+STABILITY: SURFACE MOTION
 SS1581
 SS1581  HISTORY     - Date     Condition        Report By
 SS1581  HISTORY     - 1947     MONUMENTED       USGS
 SS1581
 SS1581                          STATION DESCRIPTION
 SS1581
 SS1581'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1581'STATION IS LOCATED 10.7 MI. E. OF CHOTEAU, MONTANA, ON TOP OF AND NEAR
 SS1581'THE W. END OF A VERY PROMINENT RIDGE THAT IS ON THE PROPERTY OF
 SS1581'MR. ANDERSON, IN SEC. 26, T 24 N, R 2 W.
 SS1581'
 SS1581'TO REACH FROM CHOTEAU, MONTANA, DRIVE E. ON DUTTON ROAD 10.0 MI.,
 SS1581'THENCE S. 1.0 MI., THENCE E. 1.4 MI. TO RD. AND FARMHOUSE ON LEFT.
 SS1581'TURN LEFT, TAKING RD. N. AROUND FARMHOUSE AND THENCE UPHILL TO TOP
 SS1581'OF RIDGE.  FOLLOW TRACK RD. W. ALONG TOP OF RIDGE 0.6 MI. TO STATION
 SS1581'ON N. SIDE OF RIDGE.
 SS1581'
 SS1581'STATION MARK--STANDARD USGS TABLET STAMPED---ANDERSON 1947---, IN
 SS1581'TOP OF CONCRETE MONUMENT IN GROUND.
 SS1581'
 SS1581'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED---
 SS1581'---REF 1---, IN TOP OF CONCRETE MONUMENT SET IN GROUND, DISTANCE
 SS1581'62.75 FT. FROM STATION MARK S 09 DEGREES 04 MINUTES W.
 SS1581'
 SS1581'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET STAMPED---
 SS1581'---REF 2---, IN TOP OF CONCRETE MONUMENT SET IN GROUND, DISTANCE
 SS1581'162.0 FT. FROM STATION MARK S 81 DEGREES 43 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1530 ***********************************************************************
 SS1530  DESIGNATION -  ANDERSON PK LOOKOUT TOWER
 SS1530  PID         -  SS1530
 SS1530  STATE/COUNTY-  MT/JUDITH BASIN
 SS1530  USGS QUAD   -  MIXES BALDY (1995)
 SS1530
 SS1530                         *CURRENT SURVEY CONTROL
 SS1530  ___________________________________________________________________
 SS1530* NAD 83(1992)-  47 03 57.18269(N)    110 36 14.27533(W)     ADJUSTED  
 SS1530* NAVD 88     -      2344.1    (meters)    7691.     (feet)  VERTCON   
 SS1530  ___________________________________________________________________
 SS1530  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 SS1530  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 SS1530
 SS1530  HORZ ORDER  -  THIRD
 SS1530
 SS1530.The horizontal coordinates were established by classical geodetic methods
 SS1530.and adjusted by the National Geodetic Survey in July 1992..
 SS1530
 SS1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1530
 SS1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1530
 SS1530.The geoid height was determined by GEOID03.
 SS1530
 SS1530;                    North         East     Units Scale Factor Converg.
 SS1530;SPC MT       -   313,488.007   516,193.752   MT  0.99939307   -0 48 27.2
 SS1530;SPC MT       - 1,028,503.96  1,693,549.06   iFT  0.99939307   -0 48 27.2
 SS1530;UTM  12      - 5,212,561.703   530,071.712   MT  0.99961111   +0 17 23.8
 SS1530
 SS1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1530!SPC MT       -   0.99963454  x   0.99939307  =   0.99902783
 SS1530!UTM  12      -   0.99963454  x   0.99961111  =   0.99924579
 SS1530
 SS1530:                Primary Azimuth Mark                     Grid Az
 SS1530:SPC MT       -  TAYLOR                                   089 03 24.2
 SS1530:UTM  12      -  TAYLOR                                   087 57 33.2
 SS1530
 SS1530|---------------------------------------------------------------------|
 SS1530| PID    Reference Object                     Distance      Geod. Az  |
 SS1530|                                                           dddmmss.s |
 SS1530| SS1531 TAYLOR                              APPROX. 5.6 KM 0881457.0 |
 SS1530|---------------------------------------------------------------------|
 SS1530
 SS1530                          SUPERSEDED SURVEY CONTROL
 SS1530
 SS1530  NAD 83(1986)-  47 03 57.17950(N)    110 36 14.25849(W) AD(       ) 3
 SS1530  NAD 27      -  47 03 57.32000(N)    110 36 11.49600(W) AD(       ) 3
 SS1530  NGVD 29 (07/19/86) 2343.0    (m)         7687.     (f) VERT ANG       
 SS1530
 SS1530.Superseded values are not recommended for survey control.
 SS1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1530.See file dsdata.txt to determine how the superseded data were derived.
 SS1530
 SS1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT3007212562(NAD 83)
 SS1530_MARKER: 57 = LOOKOUT TOWER
 SS1530
 SS1530  HISTORY     - Date     Condition        Report By
 SS1530  HISTORY     - 1961     FIRST OBSERVED   CGS
 SS1530  HISTORY     - 1961     GOOD             NGS
 SS1530
 SS1530                          STATION DESCRIPTION
 SS1530
 SS1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1530'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS ABOUT
 SS1530'2 MILES EAST-NORTHEAST OF BARKER.  IT IS A FOUR LEGGED STRUCTURE
 SS1530'SUPPORTING AN OBSERVATION CABIN AND ABOUT 40 FEET HIGH.
 SS1530
 SS1530                          STATION RECOVERY (1961)
 SS1530
 SS1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SS1530'LOCATED ABOUT 10.6 MI. ESE. OF MONARCH, MONTANA, ON HIGHEST POINT
 SS1530'OF ANDERSON PEAK.
 SS1530'
 SS1530'TO REACH FROM SCHOOL AT MONARCH, GO S. ALONG U.S. HIGHWAY 89 FOR 0.1
 SS1530'MI. TO T-RD. TO HUGHESVILLE, TAKE HUGHESVILLE RD. FOR 11.1 MI. TO
 SS1530'Y-RD., TAKE RIGHT FORK (MONARCH TO STANDFORD RD.) AND GO 4.7 MI. TO
 SS1530'T-RD. IN SADDLE, TURN LEFT AND GO 3.6 MI. TO STATION.
 SS1530'
 SS1530'STATION MARK--CENTER OF FOREST SERVICE LOOKOUT TOWER.  DIAGONAL
 SS1530'DISTANCE BETWEEN INSIDE CORNER OF CONCRETE PILLARS IS 29.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1097 ***********************************************************************
 SU1097  DESIGNATION -  ANDY KNOB LOT
 SU1097  PID         -  SU1097
 SU1097  STATE/COUNTY-  MT/SANDERS
 SU1097  USGS QUAD   -  THOMPSON PASS (1988)
 SU1097
 SU1097                         *CURRENT SURVEY CONTROL
 SU1097  ___________________________________________________________________
 SU1097* NAD 83(1992)-  47 32 40.86286(N)    115 37 59.11139(W)     ADJUSTED  
 SU1097* NAVD 88     -      1587.2    (meters)    5207.     (feet)  VERTCON   
 SU1097  ___________________________________________________________________
 SU1097  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 SU1097  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 SU1097
 SU1097  HORZ ORDER  -  THIRD
 SU1097
 SU1097.The horizontal coordinates were established by classical geodetic methods
 SU1097.and adjusted by the National Geodetic Survey in July 1992..
 SU1097
 SU1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1097
 SU1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1097
 SU1097.The geoid height was determined by GEOID03.
 SU1097
 SU1097;                    North         East     Units Scale Factor Converg.
 SU1097;SPC MT       -   384,153.831   139,035.503   MT  0.99943574   -4 29 11.0
 SU1097;SPC MT       - 1,260,347.21    456,153.23   iFT  0.99943574   -4 29 11.0
 SU1097;SPC ID W     -   653,152.443   808,800.616   MT  0.99993428   +0 05 10.5
 SU1097;UTM  11      - 5,266,601.109   602,858.711   MT  0.99973001   +1 00 31.0
 SU1097
 SU1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1097!SPC MT       -   0.99975376  x   0.99943574  =   0.99918964
 SU1097!SPC ID W     -   0.99975376  x   0.99993428  =   0.99968806
 SU1097!UTM  11      -   0.99975376  x   0.99973001  =   0.99948384
 SU1097
 SU1097                          SUPERSEDED SURVEY CONTROL
 SU1097
 SU1097  NAD 83(1986)-  47 32 40.87275(N)    115 37 59.07807(W) AD(       ) 4
 SU1097  NGVD 29 (03/27/92) 1586.0    (m)         5203.     (f) VERT ANG       
 SU1097
 SU1097.Superseded values are not recommended for survey control.
 SU1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1097.See file dsdata.txt to determine how the superseded data were derived.
 SU1097
 SU1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN0285966601(NAD 83)
 SU1097_MARKER: 57 = LOOKOUT TOWER
 SU1097
 SU1097  HISTORY     - Date     Condition        Report By
 SU1097  HISTORY     - 1953     FIRST OBSERVED   USGS
 SU1097  HISTORY     - 1953     GOOD             USGS
 SU1097
 SU1097                          STATION DESCRIPTION
 SU1097
 SU1097'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SU1097'STATION FOUND AS DESCRIBED
 SU1097'
 SU1097'STATION IS LOCATED 13.5 MI. (AIRLINE) W. OF THOMPSON FALLS, ON
 SU1097'DIVIDE BETWEEN EVANS GULCH AND COOPER GULCH.
 SU1097'
 SU1097'TO REACH STATION FROM POST OFFICE IN THOMPSON FALLS, GO NW.
 SU1097'0.3 MI. TO STREET SW. , TURN ONTO STREET AND CONTINUE ACROSS
 SU1097'TWO BRIDGES AND ONTO CROSSROADS, TURN LEFT ONTO WALLACE-
 SU1097'THOMPSON ROAD AND GO 15.0 MI. TO RD.FORKS AT COOPER GULCH
 SU1097'FIRE GUARD STATION.  TAKE RIGHT FORK AND GO 1.2 MI. TO
 SU1097'FOREST SERVICE TRAIL SIGN - - ANDYS KNOB LOOKOUT 2 MILES
 SU1097'- -.  FOLLOW TRAIL TO LOOKOUT.
 SU1097'
 SU1097'STATION MARK - - CENTER OF LOOKOUT TOWER.
 SU1097'
 SU1097'REFERENCE MARKS - - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0940 ***********************************************************************
 SU0940  DESIGNATION -  ANGEL
 SU0940  PID         -  SU0940
 SU0940  STATE/COUNTY-  MT/FLATHEAD
 SU0940  USGS QUAD   -  ROLLINS (1994)
 SU0940
 SU0940                         *CURRENT SURVEY CONTROL
 SU0940  ___________________________________________________________________
 SU0940* NAD 83(1992)-  47 57 51.28999(N)    114 11 47.13983(W)     ADJUSTED  
 SU0940* NAVD 88     -      1120.     (meters)    3675.     (feet)  SCALED    
 SU0940  ___________________________________________________________________
 SU0940  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 SU0940  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 SU0940
 SU0940  HORZ ORDER  -  FIRST
 SU0940
 SU0940.The horizontal coordinates were established by classical geodetic methods
 SU0940.and adjusted by the National Geodetic Survey in July 1992..
 SU0940
 SU0940.The orthometric height was scaled from a topographic map.
 SU0940
 SU0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0940
 SU0940.The geoid height was determined by GEOID03.
 SU0940
 SU0940;                    North         East     Units Scale Factor Converg.
 SU0940;SPC MT       -   423,228.753   249,659.866   MT  0.99953090   -3 26 07.6
 SU0940;SPC MT       - 1,388,545.78    819,094.05   iFT  0.99953090   -3 26 07.6
 SU0940;UTM  11      - 5,316,130.636   709,269.799   MT  1.00013816   +2 04 58.9
 SU0940
 SU0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0940!SPC MT       -   0.99982696  x   0.99953090  =   0.99935794
 SU0940!UTM  11      -   0.99982696  x   1.00013816  =   0.99996509
 SU0940
 SU0940:                Primary Azimuth Mark                     Grid Az
 SU0940:SPC MT       -  CRANE LOOKOUT                            084 59 20.7
 SU0940:UTM  11      -  CRANE LOOKOUT                            079 28 14.2
 SU0940
 SU0940|---------------------------------------------------------------------|
 SU0940| PID    Reference Object                     Distance      Geod. Az  |
 SU0940|                                                           dddmmss.s |
 SU0940| ST0623 CRANE LOOKOUT                       APPROX.16.5 KM 0813313.1 |
 SU0940| CH6328 ANGEL RM 1                            3.200 METERS 13044     |
 SU0940| ST0618 CEDAR LOOKOUT                       APPROX.38.2 KM 1492306.2 |
 SU0940| CH6329 ANGEL RM 2                            5.422 METERS 22042     |
 SU0940| SU0667 ANGEL AZ MK                                        3515915.2 |
 SU0940|---------------------------------------------------------------------|
 SU0940
 SU0940                          SUPERSEDED SURVEY CONTROL
 SU0940
 SU0940  NAD 83(1986)-  47 57 51.30177(N)    114 11 47.12710(W) AD(       ) 1
 SU0940  NAD 27      -  47 57 51.49222(N)    114 11 43.69278(W) AD(       ) 1
 SU0940
 SU0940.Superseded values are not recommended for survey control.
 SU0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0940.See file dsdata.txt to determine how the superseded data were derived.
 SU0940
 SU0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP0927016131(NAD 83)
 SU0940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU0940_SETTING: 66 = SET IN ROCK OUTCROP
 SU0940
 SU0940  HISTORY     - Date     Condition        Report By
 SU0940  HISTORY     - 1939     MONUMENTED       CGS
 SU0940  HISTORY     - 1983     GOOD             BPA
 SU0940
 SU0940                          STATION DESCRIPTION
 SU0940
 SU0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 SU0940'ABOUT 8 MILES NORTHEAST OF DAYTON, ABOUT 7-1/2 MILES SOUTH
 SU0940'OF SOMERS, ABOUT 1-1/2 MILES WEST-SOUTHWEST FROM ANGEL POINT,
 SU0940'ABOUT 1/2 MILE WEST OF U.S. HIGHWAY 93, ABOUT 600 FEET HIGHER
 SU0940'THAN THE ROAD, ATOP A GRASSY ROUND-TOPPED KNOLL.  THE MARK
 SU0940'IS SET IN BEDROCK FLUSH WITH THE GROUND ON HIGHEST POINT OF
 SU0940'THE HILL.  THERE IS A ROCK OUTCROP ABOUT 4 FEET HIGH ABOUT
 SU0940'8 FEET EAST OF THE STATION, WHICH IS STAMPED ANGEL 1939.
 SU0940'
 SU0940'TO REACH FROM DAYTON, GO NORTH ON U.S. HIGHWAY 93 FOR 9.6
 SU0940'MILES TO F.B. LINDERMANS MAIL BOX AND A SIGN READING GOOSE BAY
 SU0940'ON THE RIGHT (EAST) SIDE OF THE HIGHWAY.  CONTINUE NORTH ON
 SU0940'HIGHWAY FOR 0.5 MILE TO AN OLD GRADE ROAD ON THE LEFT (WEST),
 SU0940'50 YARDS NORTH OF TWO CURVE SIGNS ON EITHER SIDE OF THE
 SU0940'HIGHWAY, TURN LEFT (WEST) ON THE OLD GRADE ROAD FOR 0.15 MILE
 SU0940'TO AN OLD GRAVEL PIT AND A LARGE TRIANGULAR BLAZE ON THE TREE
 SU0940'TO THE LEFT OF THE ROAD, CONTINUE UP THE OLD BRUSHY WOOD ROAD
 SU0940'FOR 0.4 MILE TO THE END AND THE END OF TRUCK TRAVEL.  PACK UP
 SU0940'THE SLOPE TO THE RIGHT (NORTH) AND THE SUMMIT OF THE HILL
 SU0940'AND THE STATION, A 20-MINUTE PACK.  THE BAROMETRIC
 SU0940'ELEVATION IS 3540 FEET.
 SU0940'
 SU0940'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 SU0940'SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2A, 12A AND
 SU0940'12A RESPECTIVELY.
 SU0940'
 SU0940'REFERENCE MARK NO. 1 IS SET ON THE WEST EDGE OF THE ROCK
 SU0940'OUTCROP 2 FEET ABOVE THE STATION, PROJECTS ABOUT 5 FEET ABOVE
 SU0940'THE GROUND AND IS STAMPED ANGEL NO. 1 1939.
 SU0940'
 SU0940'REFERENCE MARK NO. 2 IS SET ON THE EAST SLOPE OF THE ROCK
 SU0940'OUTCROP ABOUT 6 INCHES ABOVE THE GROUND AND ABOUT THE SAME
 SU0940'LEVEL AS STATION, PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND
 SU0940'IS STAMPED ANGEL NO. 2 1939.
 SU0940'
 SU0940'THE AZIMUTH MARK IS ABOUT 1 MILE NORTH OF THE STATION, 50 FEET
 SU0940'WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET HIGHER THAN THE
 SU0940'ROAD LEVEL, 25 FEET NORTH OF A POWER POLE, ABOUT 2 FEET
 SU0940'SOUTHWEST OF A SMALL ROCK CAIRN, AND IS STAMPED ANGEL 1939.
 SU0940'
 SU0940'TO REACH THE AZIMUTH MARK CONTINUE NORTH ON U.S. HIGHWAY 93,
 SU0940'(BEFORE TURNING OFF THE MAIN HIGHWAY ONTO THE OLD GRADE ROAD
 SU0940'AS MENTIONED IN THE BODY OF THE DESCRIPTION) FOR 1.7 MILES.
 SU0940
 SU0940                          STATION RECOVERY (1983)
 SU0940
 SU0940'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1983 (SS)
 SU0940'U.S.C. AND G.S. ANGEL-1939 FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0667 ***********************************************************************
 SU0667  DESIGNATION -  ANGEL AZ MK
 SU0667  PID         -  SU0667
 SU0667  STATE/COUNTY-  MT/FLATHEAD
 SU0667  USGS QUAD   -  ROLLINS (1994)
 SU0667
 SU0667                         *CURRENT SURVEY CONTROL
 SU0667  ___________________________________________________________________
 SU0667* NAD 83(1986)-  47 58 46.     (N)    114 11 56.     (W)     SCALED    
 SU0667* NAVD 88     -       966.042  (meters)    3169.42   (feet)  ADJUSTED  
 SU0667  ___________________________________________________________________
 SU0667  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 SU0667  DYNAMIC HT  -         966.021 (meters)    3169.35  (feet)  COMP
 SU0667  MODELED GRAV-     980,557.3   (mgal)                       NAVD 88
 SU0667
 SU0667  VERT ORDER  -  FIRST     CLASS II
 SU0667
 SU0667.The horizontal coordinates were scaled from a topographic map and have
 SU0667.an estimated accuracy of +/- 6 seconds.
 SU0667
 SU0667.The orthometric height was determined by differential leveling
 SU0667.and adjusted by the National Geodetic Survey in June 1991..
 SU0667
 SU0667.The geoid height was determined by GEOID03.
 SU0667
 SU0667.The dynamic height is computed by dividing the NAVD 88
 SU0667.geopotential number by the normal gravity value computed on the
 SU0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0667.degrees latitude (g = 980.6199 gals.).
 SU0667
 SU0667.The modeled gravity was interpolated from observed gravity values.
 SU0667
 SU0667;                    North         East    Units  Estimated Accuracy
 SU0667;SPC MT       -   424,930.      249,580.      MT  (+/- 180 meters Scaled)
 SU0667
 SU0667                          SUPERSEDED SURVEY CONTROL
 SU0667
 SU0667.No superseded survey control is available for this station.
 SU0667
 SU0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP090178(NAD 83)
 SU0667_MARKER: DZ = AZIMUTH MARK DISK
 SU0667_SETTING: 66 = SET IN ROCK OUTCROP
 SU0667_SP_SET: ROCK OUTCROP
 SU0667_STAMPING: ANGEL 1939
 SU0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0667+STABILITY: POSITION/ELEVATION WELL
 SU0667
 SU0667  HISTORY     - Date     Condition        Report By
 SU0667  HISTORY     - 1939     MONUMENTED       CGS
 SU0667  HISTORY     - 1979     GOOD             NGS
 SU0667
 SU0667                          STATION DESCRIPTION
 SU0667
 SU0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0667'3.8 MI SOUTH FROM LAKESIDE.
 SU0667'0.6 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN LAKESIDE
 SU0667'THENCE 1.5 MILES EAST ALONG A PAVED ROAD LEADING EAST AND SOUTH (OLD
 SU0667'HIGHWAY 93), THENCE 0.1 MILE WEST ALONG A PAVED ROAD, THENCE 1.6 MILES
 SU0667'SOUTH ALONG U. S. HIGHWAY 93, 0.1 MILE NORTH OF THE ENTRANCE TO THE
 SU0667'LUTHERAN CAMP, ON THE SOUTH END OF A ROCK CUT, SET IN TOP OF A ROCK
 SU0667'OUTCROUP, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SU0667'30 FEET NORTH OF A POWER LINE POLE.
 SU0667'THE MARK IS 8 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0542 ***********************************************************************
 RU0542  DESIGNATION -  ANGELA
 RU0542  PID         -  RU0542
 RU0542  STATE/COUNTY-  MT/ROSEBUD
 RU0542  USGS QUAD   -  ANGELA (1969)
 RU0542
 RU0542                         *CURRENT SURVEY CONTROL
 RU0542  ___________________________________________________________________
 RU0542* NAD 83(1992)-  46 43 22.25026(N)    106 11 47.15794(W)     ADJUSTED  
 RU0542* NAVD 88     -       893.7    (meters)    2932.     (feet)  VERTCON   
 RU0542  ___________________________________________________________________
 RU0542  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 RU0542  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 RU0542
 RU0542  HORZ ORDER  -  FIRST
 RU0542
 RU0542.The horizontal coordinates were established by classical geodetic methods
 RU0542.and adjusted by the National Geodetic Survey in July 1992..
 RU0542
 RU0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0542
 RU0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0542
 RU0542.The geoid height was determined by GEOID03.
 RU0542
 RU0542;                    North         East     Units Scale Factor Converg.
 RU0542;SPC MT       -   280,107.453   852,327.398   MT  0.99940536   +2 24 59.7
 RU0542;SPC MT       -   918,987.71  2,796,349.73   iFT  0.99940536   +2 24 59.7
 RU0542;UTM  13      - 5,175,060.919   408,571.615   MT  0.99970274   -0 52 16.0
 RU0542
 RU0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0542!SPC MT       -   0.99986238  x   0.99940536  =   0.99926782
 RU0542!UTM  13      -   0.99986238  x   0.99970274  =   0.99956516
 RU0542
 RU0542|---------------------------------------------------------------------|
 RU0542| PID    Reference Object                     Distance      Geod. Az  |
 RU0542|                                                           dddmmss.s |
 RU0542| CQ4513 ANGELA RM 1                          26.077 METERS 09155     |
 RU0542| CQ4514 ANGELA RM 2                          21.457 METERS 16930     |
 RU0542| CQ4512 ANGELA AZ MK                                       3401823.4 |
 RU0542|---------------------------------------------------------------------|
 RU0542
 RU0542                          SUPERSEDED SURVEY CONTROL
 RU0542
 RU0542  NAD 83(1986)-  46 43 22.23959(N)    106 11 47.11887(W) AD(       ) 1
 RU0542  NAD 27      -  46 43 22.23200(N)    106 11 45.03700(W) AD(       ) 1
 RU0542  NGVD 29 (07/19/86)  893.1    (m)         2930.     (f) VERT ANG       
 RU0542
 RU0542.Superseded values are not recommended for survey control.
 RU0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0542.See file dsdata.txt to determine how the superseded data were derived.
 RU0542
 RU0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM0857275061(NAD 83)
 RU0542_MARKER: DS = TRIANGULATION STATION DISK
 RU0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0542
 RU0542  HISTORY     - Date     Condition        Report By
 RU0542  HISTORY     - 1934     MONUMENTED       CGS
 RU0542  HISTORY     - 1934     GOOD             CGS
 RU0542  HISTORY     - 1935     GOOD             CGS
 RU0542
 RU0542                          STATION DESCRIPTION
 RU0542
 RU0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0542'STATION IS ABOUT 0.55 MILE SOUTHEAST OF THE ANGELA POST OFFICE
 RU0542'ON THE WEST SIDE OF STATE HIGHWAY 22.  THE STATION MARK IS 52 FEET
 RU0542'WEST OF THE CENTER OF THE HIGHWAY AT THE TOP OF THE GRADE.
 RU0542'
 RU0542'THE STATION IS REACHED FROM THE ANGELA POST OFFICE BY GOING
 RU0542'SOUTHEAST ON STATE HIGHWAY 22, 0.55 MILE TO THE TOP OF THE
 RU0542'GRADE.  THE STATION IS ON THE WEST SIDE OF THE HIGHWAY AT THIS
 RU0542'POINT.
 RU0542'
 RU0542'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 RU0542'STANDARD BRONZE DISKS SET IN CONCRETE.
 RU0542'
 RU0542'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND 33 FEET EAST
 RU0542'OF THE HIGHWAY.
 RU0542'
 RU0542'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND 47 FEET
 RU0542'WEST OF THE HIGHWAY.
 RU0542'
 RU0542'THE AZIMUTH MARK IS ABOUT 0.55 MILE NORTHWEST OF THE STATION,
 RU0542'50 FEET WEST OF THE CENTER OF THE HIGHWAY AND 116 FEET
 RU0542'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ANGELA POST OFFICE.
 RU0542
 RU0542                          STATION RECOVERY (1934)
 RU0542
 RU0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0542'TO REACH FROM MILES CITY GO NORTH ON ROUTE 22 OR JORDAN ROAD
 RU0542'29.0 MILES.  FROM ANGELA POST OFFICE AND STORE GO SOUTHEAST
 RU0542'ON MILES CITY ROAD 0.6 MILE TO THE HIGHEST POINT OF THE
 RU0542'GRADE.  THE STATION IS ON THE BANK ABOUT 30 FEET WEST OF ROAD.
 RU0542'
 RU0542'AZIMUTH IS AT ANGELA POST OFFICE AND STORE, 50 FEET WEST
 RU0542'OF MIDDLE OF ROAD.
 RU0542
 RU0542                          STATION RECOVERY (1935)
 RU0542
 RU0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HEB)
 RU0542'A SQUARE-CONCRETE POST, 0.9-FOOT SQUARE, PROJECTING 0.5 FOOT.
 RU0542'DESCRIPTION IS ADEQUATE, ALL MEASUREMENTS AVAILABLE TAKEN.
 RU0542'
 RU0542'ANGELA NO. 1, 1934.  A 0.9-FOOT SQUARE-CONCRETE POST, PROJECTING
 RU0542'0.5 FOOT.  STATION IS 35.5 FEET INSTEAD OF 33 FEET EAST OF
 RU0542'THE CENTER LINE OF STATE HIGHWAY 22.
 RU0542'
 RU0542'ANGELA NO. 2, 1934.  A 0.9-FOOT SQUARE-CONCRETE POST, PROJECTING
 RU0542'0.65 FOOT.  DESCRIPTION IS ADEQUATE, ALL AVAILABLE MEASUREMENTS
 RU0542'TAKEN.
 RU0542'
 RU0542'ANGELA AZIMUTH, 1934.  A 0.9-FOOT SQUARE-CONCRETE POST,
 RU0542'PROJECTING 0.6 FOOT.  MARK IS 49.1 INSTEAD OF 50 FEET
 RU0542'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 22.
 RU0542'
 RU0542'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0742 ***********************************************************************
 QX0742  DESIGNATION -  ANGELL
 QX0742  PID         -  QX0742
 QX0742  STATE/COUNTY-  MT/PARK
 QX0742  USGS QUAD   -  GRASSY MOUNTAIN (1987)
 QX0742
 QX0742                         *CURRENT SURVEY CONTROL
 QX0742  ___________________________________________________________________
 QX0742* NAD 83(1992)-  45 45 25.16915(N)    110 46 34.92531(W)     ADJUSTED  
 QX0742* NAVD 88     -      2428.70   (+/-2cm)    7968.2    (feet)  VERTCON   
 QX0742  ___________________________________________________________________
 QX0742  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 QX0742  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 QX0742
 QX0742  HORZ ORDER  -  THIRD
 QX0742  VERT ORDER  -  THIRD ? (See Below)
 QX0742
 QX0742.The horizontal coordinates were established by classical geodetic methods
 QX0742.and adjusted by the National Geodetic Survey in July 1992..
 QX0742
 QX0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0742.The vertical order pertains to the NGVD 29 superseded value.
 QX0742
 QX0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0742
 QX0742.The geoid height was determined by GEOID03.
 QX0742
 QX0742;                    North         East     Units Scale Factor Converg.
 QX0742;SPC MT       -   168,287.824   500,737.503   MT  0.99963006   -0 56 01.2
 QX0742;SPC MT       -   552,125.41  1,642,839.58   iFT  0.99963006   -0 56 01.2
 QX0742;UTM  12      - 5,067,072.465   517,391.981   MT  0.99960372   +0 09 36.7
 QX0742
 QX0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0742!SPC MT       -   0.99962106  x   0.99963006  =   0.99925126
 QX0742!UTM  12      -   0.99962106  x   0.99960372  =   0.99922493
 QX0742
 QX0742:                Primary Azimuth Mark                     Grid Az
 QX0742:SPC MT       -  QUINN                                    173 21 39.6
 QX0742:UTM  12      -  QUINN                                    172 16 01.7
 QX0742
 QX0742|---------------------------------------------------------------------|
 QX0742| PID    Reference Object                     Distance      Geod. Az  |
 QX0742|                                                           dddmmss.s |
 QX0742| QX0735 QUINN                               APPROX. 6.4 KM 1722538.4 |
 QX0742|---------------------------------------------------------------------|
 QX0742
 QX0742                          SUPERSEDED SURVEY CONTROL
 QX0742
 QX0742  NAD 83(1986)-  45 45 25.16551(N)    110 46 34.91614(W) AD(       ) 3
 QX0742  NAD 27      -  45 45 25.40844(N)    110 46 32.13298(W) AD(       ) 3
 QX0742  NGVD 29 (07/19/86) 2427.34   (m)         7963.7    (f) LEVELING    3  
 QX0742
 QX0742.Superseded values are not recommended for survey control.
 QX0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0742.See file dsdata.txt to determine how the superseded data were derived.
 QX0742
 QX0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR1739267072(NAD 83)
 QX0742_MARKER: DD = SURVEY DISK
 QX0742_SETTING: 66 = SET IN ROCK OUTCROP
 QX0742_SP_SET: SET IN ROCK OUTCROP
 QX0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0742+STABILITY: POSITION/ELEVATION WELL
 QX0742
 QX0742  HISTORY     - Date     Condition        Report By
 QX0742  HISTORY     - 1948     MONUMENTED       USGS
 QX0742
 QX0742                          STATION DESCRIPTION
 QX0742
 QX0742'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0742'STATION IS LOCATED ABOUT 12.5 MI. (AIRLINE) NW. OF LIVINGSTON, ABOUT
 QX0742'13.5 MI. (AIRLINE) NE. OF BOZEMAN, ABOUT 2.0 MI. S. OF BANGTAIL
 QX0742'STATION (USFS), ON A TIMBERED TOP.
 QX0742'
 QX0742'TO REACH STATION FROM CLYDE PARK POST OFFICE, DRIVE S. 1/2 BLOCK,
 QX0742'TURN RIGHT (W.) FOR 1 BLOCK TO JUNCTION WITH U.S. HIGHWAY 89, TURN
 QX0742'LEFT (S.) FOR 0.2 MI. TO JUNCTION, TURN RIGHT (W.), KEEPING TO RIGHT
 QX0742'AROUND ELEVATORS AND RAILROAD YARD, ACROSS SHIELDS RIVER FOR 1.6 MI.
 QX0742'TO FORKS, TAKE RIGHT FORK ALONG BRACKETT CREEK FOR 7.0 MI. TO FORKS,
 QX0742'TAKE LEFT FORK FOR 1.55 MI. TO RANCH, CONTINUE FOR 0.6 MI. ON MAIN
 QX0742'TRAVELED RD. TO RANCH HOUSE, CONTINUE STRAIGHT AHEAD ON TRACK RD.
 QX0742'FOR 7.8 MI. TO BANGTAIL STATION, FOLLOW LEFT AROUND FENCE ON DIM RD.
 QX0742'FOR 2.0 MI. TO BASE OF WOODED TOP AND END OF TRUCK TRAVEL, PACK UP
 QX0742'W. FOR ABOUT 5 MINUTES TO STATION SITE.
 QX0742'
 QX0742'STATION MARK--STANDARD TABLET, STAMPED ---ANGELL 1948 7964---,
 QX0742'CEMENTED IN ROCK.
 QX0742'
 QX0742'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---ANGELL
 QX0742'NO. 1---, CEMENTED IN ROCK, 15.85 FT. FROM STATION MARK, S 87 DEG
 QX0742'14 MIN W.
 QX0742'
 QX0742'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---ANGELL
 QX0742'NO. 2---, CEMENTED IN ROCK, 50.65 FT. FROM STATION MARK,
 QX0742'N 14 DEG 01 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1542 ***********************************************************************
 SS1542  DESIGNATION -  ANGUS
 SS1542  PID         -  SS1542
 SS1542  STATE/COUNTY-  MT/CASCADE
 SS1542  USGS QUAD   -  MONARCH NE (1995)
 SS1542
 SS1542                         *CURRENT SURVEY CONTROL
 SS1542  ___________________________________________________________________
 SS1542* NAD 83(1992)-  47 13 03.43253(N)    110 48 05.50102(W)     ADJUSTED  
 SS1542* NAVD 88     -      1630.8    (meters)    5350.     (feet)  VERTCON   
 SS1542  ___________________________________________________________________
 SS1542  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 SS1542  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 SS1542
 SS1542  HORZ ORDER  -  THIRD
 SS1542
 SS1542.The horizontal coordinates were established by classical geodetic methods
 SS1542.and adjusted by the National Geodetic Survey in July 1992..
 SS1542
 SS1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1542
 SS1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1542
 SS1542.The geoid height was determined by GEOID03.
 SS1542
 SS1542;                    North         East     Units Scale Factor Converg.
 SS1542;SPC MT       -   330,574.826   501,477.413   MT  0.99939902   -0 57 07.5
 SS1542;SPC MT       - 1,084,563.08  1,645,267.10   iFT  0.99939902   -0 57 07.5
 SS1542;UTM  12      - 5,229,367.012   515,027.566   MT  0.99960278   +0 08 44.4
 SS1542
 SS1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1542!SPC MT       -   0.99974642  x   0.99939902  =   0.99914559
 SS1542!UTM  12      -   0.99974642  x   0.99960278  =   0.99934930
 SS1542
 SS1542:                Primary Azimuth Mark                     Grid Az
 SS1542:SPC MT       -  RICEVILLE                                262 36 30.3
 SS1542:UTM  12      -  RICEVILLE                                261 30 38.4
 SS1542
 SS1542|---------------------------------------------------------------------|
 SS1542| PID    Reference Object                     Distance      Geod. Az  |
 SS1542|                                                           dddmmss.s |
 SS1542| SS1546 RICEVILLE                           APPROX.13.4 KM 2613922.8 |
 SS1542|---------------------------------------------------------------------|
 SS1542
 SS1542                          SUPERSEDED SURVEY CONTROL
 SS1542
 SS1542  NAD 83(1986)-  47 13 03.43007(N)    110 48 05.48389(W) AD(       ) 3
 SS1542  NAD 27      -  47 13 03.57771(N)    110 48 02.71787(W) AD(       ) 3
 SS1542  NGVD 29 (07/19/86) 1629.8    (m)         5347.     (f) VERT ANG       
 SS1542
 SS1542.Superseded values are not recommended for survey control.
 SS1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1542.See file dsdata.txt to determine how the superseded data were derived.
 SS1542
 SS1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT1502829367(NAD 83)
 SS1542
 SS1542  HISTORY     - Date     Condition        Report By
 SS1542  HISTORY     - 1955     MONUMENTED       USGS
 SS1542  HISTORY     - 1960     GOOD             USGS
 SS1542
 SS1542                          STATION DESCRIPTION
 SS1542
 SS1542'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SS1542'STATION IS LOCATED IN CASCADE COUNTY, MONTANA, ABOUT 3 MI. S. AND
 SS1542'3 MI. W. OF RAYNESFORD, MONTANA.
 SS1542'
 SS1542'TO REACH FROM ARMINGTON JUNCTION, PROCEED SE. ON U.S. HIGHWAY 87 7.6
 SS1542'MI. TO RD. FORK, THENCE RIGHT (S.) 3.7 MI. BY COUNTY RD. TO THE SECOND
 SS1542'RANCH UP THE VALLEY FROM THE HIGHWAY, THENCE SHARP LEFT UP STEEP RD.
 SS1542'LEAVING COUNTY RD., 1.5 MI. TO STOCK POND ON LEFT, LEAVE RD. HERE AND
 SS1542'CROSS ON TOP OF DAM THROUGH GATE AND UP STEEP RIDGE TO TOP AND OLD
 SS1542'RD., TURN RIGHT (S.) FOLLOWING RIDGE TOP THROUGH ONE GATE.  STATION ON
 SS1542'HIGHEST POINT OF FIRST TOP AFTER PASSING THROUGH GATE, IT IS 1.1 MI.
 SS1542'FROM STOCK POND TO STATION.
 SS1542'
 SS1542'RECOVERED.
 SS1542'
 SS1542'STATION MARK--STANDARD USGS TABLET CEMENTED IN DRILL HOLE IN BURIED
 SS1542'BOULDER AND STAMPED ---ANGUS 1955---.
 SS1542'
 SS1542'REFERENCE MARK NO. 1--3/4-IN. DRILL HOLE IN A BURIED BOULDER 22.24 FT.
 SS1542'FROM STATION MARK, S 66 DEG 48 MIN E.
 SS1542'
 SS1542'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN A TREE 66.72 FT. FROM
 SS1542'STATION MARK, N 15 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0735 ***********************************************************************
 TN0735  DESIGNATION -  ANT
 TN0735  PID         -  TN0735
 TN0735  STATE/COUNTY-  MT/LINCOLN
 TN0735  USGS QUAD   -  URAL CREEK (1983)
 TN0735
 TN0735                         *CURRENT SURVEY CONTROL
 TN0735  ___________________________________________________________________
 TN0735* NAD 83(1992)-  48 30 28.44839(N)    115 15 47.20392(W)     ADJUSTED  
 TN0735* NAVD 88     -       818.6    (meters)    2686.     (feet)  VERTCON   
 TN0735  ___________________________________________________________________
 TN0735  X           -  -1,807,016.420 (meters)                     COMP
 TN0735  Y           -  -3,829,151.470 (meters)                     COMP
 TN0735  Z           -   4,755,081.127 (meters)                     COMP
 TN0735  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 TN0735  ELLIP HEIGHT-         802.72  (meters)          (07/28/92) GPS OBS
 TN0735  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 TN0735
 TN0735  HORZ ORDER  -  FIRST
 TN0735  ELLP ORDER  -  FIFTH     CLASS I
 TN0735
 TN0735.The horizontal coordinates were established by GPS observations
 TN0735.and adjusted by the National Geodetic Survey in July 1992..
 TN0735
 TN0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0735
 TN0735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0735
 TN0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0735
 TN0735.The ellipsoidal height was determined by GPS observations
 TN0735.and is referenced to NAD 83.
 TN0735
 TN0735.The geoid height was determined by GEOID03.
 TN0735
 TN0735;                    North         East     Units Scale Factor Converg.
 TN0735;SPC MT       -   488,806.425   174,660.839   MT  0.99973527   -4 12 56.7
 TN0735;SPC MT       - 1,603,695.62    573,034.25   iFT  0.99973527   -4 12 56.7
 TN0735;UTM  11      - 5,374,210.652   628,284.794   MT  0.99980219   +1 18 04.3
 TN0735
 TN0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0735!SPC MT       -   0.99987421  x   0.99973527  =   0.99960951
 TN0735!UTM  11      -   0.99987421  x   0.99980219  =   0.99967643
 TN0735
 TN0735                          SUPERSEDED SURVEY CONTROL
 TN0735
 TN0735  NAD 83(1986)-  48 30 28.45960(N)    115 15 47.20522(W) AD(       ) 1
 TN0735  NGVD 29 (11/20/87)  817.4    (m)         2682.     (f) GPS OBS        
 TN0735
 TN0735.Superseded values are not recommended for survey control.
 TN0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0735.See file dsdata.txt to determine how the superseded data were derived.
 TN0735
 TN0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP2828574211(NAD 83)
 TN0735_MARKER: DS = TRIANGULATION STATION DISK
 TN0735_SETTING: 66 = SET IN ROCK OUTCROP
 TN0735_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TN0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0735+STABILITY: POSITION/ELEVATION WELL
 TN0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0735+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TN0735
 TN0735  HISTORY     - Date     Condition        Report By
 TN0735  HISTORY     - 1986     MONUMENTED       NGS
 TN0735
 TN0735                          STATION DESCRIPTION
 TN0735
 TN0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0735'THE STATION IS LOCATED ABOUT 41.6 KM (26.0 MI) EAST AND NORTH, BY
 TN0735'ROAD, FROM LIBBY ALONG THE EAST BANK OF LAKE KOOCANUSA AND ON A
 TN0735'CUT BANK ABOUT 10 METERS HIGHER THAN THE HIGHWAY.  IT IS ALONG THE
 TN0735'WEST RIGHT OF WAY OF STATE HIGHWAY 37.
 TN0735'
 TN0735'TO REACH FROM THE LIBBY DAM, GO NORTH AN STATE HIGHWAY 37 FOR
 TN0735'11.52 KM (7.2 MI) TO A BRIDGE OVER WARLAND CREEK.  CONTINUE NORTH
 TN0735'ON STATE HIGHWAY 37 FOR 0.80 KM (0.5 MI) TO A HIGH BANK ON THE LEFT
 TN0735'AND THE STATION ON THE LEFT ON THE CUT BANK.
 TN0735'
 TN0735'STATION MARK, STAMPED---ANT 1986---, IS A STANDARD DISK SET IN A
 TN0735'DRILL HOLE IN A BOULDER.  IT IS 100 METERS (328 FT) SOUTHEAST OF
 TN0735'A VISTA POINT, 35.0 METERS (114.8 FT) SOUTH OF MILE POST 26, 10.0
 TN0735'METERS (32.8 FT) SOUTH OF THE TOP EDGE OF THE BLUFF AND 1.5 METERS
 TN0735'(4.9 FT) EAST OF A WITNESS POST.
 TN0735'
 TN0735'THE AZIMUTH MARK, STAMPED---ANT 1986---, IS A STANDARD DISK SET IN
 TN0735'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TN0735'5.48 METERS (18.0 FT) EAST OF THE CENTER OF THE EXIT ROAD, 10.97
 TN0735'METERS (36.0 FT) WEST OF THE EDGE OF A PARKING LOT AND IN THE
 TN0735'NORTHWEST SIDE OF A GRASS AREA BETWEEN PAVED ROADS.
 TN0735'
 TN0735'TO REACH THE AZIMUTH MARK FROM THE LINCOLN COUNTY COURTHOUSE IN
 TN0735'LIBBY, GO EAST ON STATE HIGHWAY 37 FOR 21.92 KM (13.7 MI) TO
 TN0735'FOREST ROAD 228, JUST BEFORE REACHING A BRIDGE, ON THE LEFT.
 TN0735'TURN LEFT ON FOREST ROAD 228 AND GO NORTH FOR 6.08 KM (3.8 MI) TO
 TN0735'THE LIBBY DAM ON THE RIGHT.  CONTINUE NORTHERLY ON 228 FOR 10.48 KM
 TN0735'(6.55 MI) TO A ROAD RIGHT LEADING TO THE MCGILLIVRAY RECREATION
 TN0735'SITE.  TURN RIGHT AND GO EAST FOR 0.4 KM (0.25 MI) TO A T-ROAD.
 TN0735'TURN RIGHT AND GO SOUTHEASTERLY FOR 0.88 KM (0.55 MI) TO THE NORTH
 TN0735'EDGE OF A PARKING LOT JUST SOUTH OF A BOAT RAMP AND THE STATION IN
 TN0735'A GRASS AREA BETWEEN AN ENTRANCE AND EXIT ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0736 ***********************************************************************
 TN0736  DESIGNATION -  ANT AZ MK
 TN0736  PID         -  TN0736
 TN0736  STATE/COUNTY-  MT/LINCOLN
 TN0736  USGS QUAD   -  ALEXANDER MOUNTAIN (1983)
 TN0736
 TN0736                         *CURRENT SURVEY CONTROL
 TN0736  ___________________________________________________________________
 TN0736* NAD 83(1992)-  48 28 59.28434(N)    115 17 53.50756(W)     ADJUSTED  
 TN0736* NAVD 88     -       758.0    (meters)    2487.     (feet)  VERTCON   
 TN0736  ___________________________________________________________________
 TN0736  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TN0736  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 TN0736
 TN0736  HORZ ORDER  -  SECOND
 TN0736
 TN0736.The horizontal coordinates were established by classical geodetic methods
 TN0736.and adjusted by the National Geodetic Survey in July 1992..
 TN0736.No horizontal observational check was made to the station.
 TN0736
 TN0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0736
 TN0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0736
 TN0736.The geoid height was determined by GEOID03.
 TN0736
 TN0736;                    North         East     Units Scale Factor Converg.
 TN0736;SPC MT       -   486,251.633   171,872.560   MT  0.99972396   -4 14 29.1
 TN0736;SPC MT       - 1,595,313.76    563,886.35   iFT  0.99972396   -4 14 29.1
 TN0736;UTM  11      - 5,371,399.462   625,754.847   MT  0.99979430   +1 16 27.9
 TN0736
 TN0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0736!SPC MT       -   0.99988368  x   0.99972396  =   0.99960768
 TN0736!UTM  11      -   0.99988368  x   0.99979430  =   0.99967801
 TN0736
 TN0736                          SUPERSEDED SURVEY CONTROL
 TN0736
 TN0736  NAD 83(1986)-  48 28 59.29477(N)    115 17 53.50775(W) AD(       ) 2
 TN0736  NGVD 29 (11/20/87)  756.8    (m)         2483.     (f) VERT ANG       
 TN0736
 TN0736.Superseded values are not recommended for survey control.
 TN0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0736.See file dsdata.txt to determine how the superseded data were derived.
 TN0736
 TN0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP2575571399(NAD 83)
 TN0736_MARKER: DZ = AZIMUTH MARK DISK
 TN0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0736+STABILITY: SURFACE MOTION
 TN0736
 TN0736  HISTORY     - Date     Condition        Report By
 TN0736  HISTORY     - 1986     MONUMENTED       NGS
 TN0736
 TN0736                          STATION DESCRIPTION
 TN0736
 TN0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0736'THE STATION IS LOCATED 16 KM (10 MI) NORTH OF THE KOOTENAI RIVER AND
 TN0736'LIBBY, 11 KM (7.0 MI) NORTH OF THE LIBBY DAM AND AT THE MCGILLIVRAY
 TN0736'RECREATION SITE ON THE OPPOSITE SHORE OF THE LAKE FROM THE STATION.
 TN0736'
 TN0736'TO REACH FROM THE LINCOLN COUNTY COURTHOUSE, IN LIBBY, GO NORTH AND
 TN0736'EAST ON STATE HIGHWAY 37 FOR 21.92 KM (13.7 MI) TO FOREST SERVICE
 TN0736'ROAD 228, JUST BEFORE CROSSING A BRIDGE.  TURN LEFT ON FOREST ROAD
 TN0736'228 AND GO NORTHERLY FOR 6.08 KM (3.8 MI) TO THE LIBBY DAM ON THE
 TN0736'RIGHT.  CONTINUE NORTH ON F.S. ROAD 228 FOR 10.48 KM (6.55 MI) TO A
 TN0736'ROAD RIGHT LEADING TO THE MCGILLIVRAY RECREATIONAL SITE.  TURN RIGHT
 TN0736'AND GO EAST FOR 0.4 KM (0.25 MI) TO A T-ROAD.  TURN RIGHT AND GO
 TN0736'SOUTHEASTERLY FOR 0.88 KM (0.55 MI) TO THE NORTH EDGE OF A PARKING
 TN0736'LOT JUST SOUTH OF A BOAT RAMP AND THE STATION IN A GRASS AREA
 TN0736'BETWEEN AN ENTRANCE AND EXIT ROADS.
 TN0736'
 TN0736'AZIMUTH MARK, STAMPED---ANT 1986---, IS A STANDARD DISK SET IN THE
 TN0736'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 5.48
 TN0736'METERS (18.0 FT) EAST OF THE CENTER OF THE EXIT ROAD, 10.97 METERS
 TN0736'(36.0 FT) WEST OF THE EDGE OF A PARKING AREA AND IN THE NORTHWEST
 TN0736'SIDE OF A GRASS AREA BETWEEN PAVED ROADS.
 TN0736'
 TN0736'THE AZIMUTH MARK WAS OCCUPIED FOR A POLARIS OBSERVATION DUE TO THE
 TN0736'SETTING OF THE STATION MARK WHICH MADE IT ALMOST IMPOSSIBLE TO SET
 TN0736'ON AND TAKE A POLARIS.
 TN0736'
 TN0736'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0840 ***********************************************************************
 TM0840  DESIGNATION -  ANTELOPE
 TM0840  PID         -  TM0840
 TM0840  STATE/COUNTY-  MT/GLACIER
 TM0840  USGS QUAD   -  LOVE ROCK (1968)
 TM0840
 TM0840                         *CURRENT SURVEY CONTROL
 TM0840  ___________________________________________________________________
 TM0840* NAD 83(1992)-  48 54 01.84056(N)    112 31 52.01931(W)     ADJUSTED  
 TM0840* NAVD 88     -      1309.4    (meters)    4296.     (feet)  VERTCON   
 TM0840  ___________________________________________________________________
 TM0840  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 TM0840  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 TM0840
 TM0840  HORZ ORDER  -  SECOND
 TM0840
 TM0840.The horizontal coordinates were established by classical geodetic methods
 TM0840.and adjusted by the National Geodetic Survey in July 1992..
 TM0840
 TM0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0840
 TM0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0840
 TM0840.The geoid height was determined by GEOID03.
 TM0840
 TM0840;                    North         East     Units Scale Factor Converg.
 TM0840;SPC MT       -   521,103.156   377,835.083   MT  0.99994032   -2 13 02.2
 TM0840;SPC MT       - 1,709,656.02  1,239,616.41   iFT  0.99994032   -2 13 02.2
 TM0840;UTM  12      - 5,417,526.144   387,789.190   MT  0.99975468   -1 09 14.1
 TM0840
 TM0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0840!SPC MT       -   0.99979716  x   0.99994032  =   0.99973749
 TM0840!UTM  12      -   0.99979716  x   0.99975468  =   0.99955189
 TM0840
 TM0840|---------------------------------------------------------------------|
 TM0840| PID    Reference Object                     Distance      Geod. Az  |
 TM0840|                                                           dddmmss.s |
 TM0840| CN3868 ANTELOPE RM 1                        11.582 METERS 08706     |
 TM0840| TM0799 MOUNTAIN STS TT CO MICROWAVE        APPROX.20.3 KM 1263935.4 |
 TM0840| CN3867 ANTELOPE AZ MK                                     1960250.0 |
 TM0840| CN3869 ANTELOPE RM 2                        11.950 METERS 35144     |
 TM0840|---------------------------------------------------------------------|
 TM0840
 TM0840                          SUPERSEDED SURVEY CONTROL
 TM0840
 TM0840  NAD 83(1986)-  48 54 01.84588(N)    112 31 52.01253(W) AD(       ) 2
 TM0840  NAD 27      -  48 54 01.88965(N)    112 31 48.76250(W) AD(       ) 2
 TM0840  NGVD 29 (07/19/86) 1308.3    (m)         4292.     (f) VERT ANG       
 TM0840
 TM0840.Superseded values are not recommended for survey control.
 TM0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0840.See file dsdata.txt to determine how the superseded data were derived.
 TM0840
 TM0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV8778917526(NAD 83)
 TM0840_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0840
 TM0840  HISTORY     - Date     Condition        Report By
 TM0840  HISTORY     - 1964     MONUMENTED       CGS
 TM0840
 TM0840                          STATION DESCRIPTION
 TM0840
 TM0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0840'THE STATION IS LOCATED ON THE WEST END OF A FLAT TOPPED BUTTE,
 TM0840'33 MILES NORTHEAST OF BROWNING, 21 MILES NORTHWEST OF CUT
 TM0840'BANK AND 4 MILES NORTH OF SECONDARY HIGHWAY 483.
 TM0840'
 TM0840'TO REACH THE STATION FROM THE POST OFFICE IN SANTA RITA, GO
 TM0840'NORTH ON SECONDARY HIGHWAY 213 FOR 2.6 MILES TO THE JUNCTION
 TM0840'WITH SECONDARY HIGHWAY 483.  TURN LEFT ON 483 AND GO WESTERLY
 TM0840'FOR 13.15 MILES TO A SIDE ROAD ON THE RIGHT, LEADING TO A PINK
 TM0840'HOUSE AND SOME OTHER BUILDINGS.  CONTINUE ON THE HIGHWAY FOR
 TM0840'0.3 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 TM0840'NORTH, ON A DIRT ROAD FOR 1.9 MILES TO A SMALL WOODEN BRIDGE.
 TM0840'CROSS THE BRIDGE AND CONTINUE NORTH ON THE DIRT ROAD FOR 0.65
 TM0840'MILE TO A FORK AND THE AZIMUTH MARK.  TAKE THE RIGHT FORK AND
 TM0840'GO EAST FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 TM0840'NORTHEAST, CROSSING A SMALL GULLEY, FOR 0.05 MILE TO FIELD
 TM0840'ROAD LEADING NORTH AND A TRACK ROAD LEADING EAST ALONG A
 TM0840'FENCE LINE.  GO NORTH ON THE FIELD ROAD FOR 0.75 MILE TO A
 TM0840'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH FOR 0.45
 TM0840'MILE TO A REVERSE FORK ON THE RIGHT.  TURN SHARP RIGHT AND
 TM0840'GO EASTERLY ON A DIM TRACK ROAD, ALONG THE SOUTH END OF A
 TM0840'FIELD, FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK,
 TM0840'DIM TRACK ROAD AND GO SOUTHEAST FOR 0.15 MILE TO THE TOP OF
 TM0840'THE BUTTE AND THE STATION.
 TM0840'
 TM0840'THE STATION MARK IS A STANDARD DISK, STAMPED ANTELOPE 1964,
 TM0840'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TM0840'DIAMETER, THAT PROJECTS 3 INCHES.  IT IS ABOUT 150 FEET EAST OF
 TM0840'THE WEST END OF AN EAST-WEST RIDGE AND 5.0 FEET NORTH OF A
 TM0840'METAL WITNESS POST.
 TM0840'
 TM0840'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTELOPE NO 1
 TM0840'1964, SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 TM0840'IN DIAMETER, THAT PROJECTS 1
 TM0840'INCHES.  IT IS 38.1 FEET WEST OF A METAL WITNESS POST AND
 TM0840'ABOUT THE SAME ELEVATION AS THE STATION.
 TM0840'
 TM0840'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANTELOPE NO 2
 TM0840'1964, SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 TM0840'IN DIAMETER, THAT PROJECTS 3 INCHES.  IT IS 44.3 FEET NORTH
 TM0840'NORTHWEST OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION
 TM0840'AS THE STATION.
 TM0840'
 TM0840'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTELOPE 1964,
 TM0840'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TM0840'DIAMETER, THAT PROJECTS 8 INCHES.  IT IS 96 FEET SOUTH OF THE
 TM0840'SOUTH END OF A SMAL DIRT DAM, 64 FEET NORTH OF THE CENTER OF
 TM0840'THE FORK, AND 3.4 FEET NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1083 ***********************************************************************
 SR1083  DESIGNATION -  ANTELOPE
 SR1083  PID         -  SR1083
 SR1083  STATE/COUNTY-  MT/PHILLIPS
 SR1083  USGS QUAD   -  SHETLAND DIVIDE (1971)
 SR1083
 SR1083                         *CURRENT SURVEY CONTROL
 SR1083  ___________________________________________________________________
 SR1083* NAD 83(1992)-  47 47 31.39460(N)    108 47 12.22214(W)     ADJUSTED  
 SR1083* NAVD 88     -      1016.2    (meters)    3334.     (feet)  VERTCON   
 SR1083  ___________________________________________________________________
 SR1083  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 SR1083  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 SR1083
 SR1083  HORZ ORDER  -  FIRST
 SR1083
 SR1083.The horizontal coordinates were established by classical geodetic methods
 SR1083.and adjusted by the National Geodetic Survey in July 1992..
 SR1083
 SR1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1083
 SR1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1083
 SR1083.The geoid height was determined by GEOID03.
 SR1083
 SR1083;                    North         East     Units Scale Factor Converg.
 SR1083;SPC MT       -   393,829.235   653,413.454   MT  0.99948528   +0 31 18.3
 SR1083;SPC MT       - 1,292,090.67  2,143,744.93   iFT  0.99948528   +0 31 18.3
 SR1083;UTM  12      - 5,295,560.293   665,758.531   MT  0.99993764   +1 38 23.2
 SR1083
 SR1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1083!SPC MT       -   0.99984311  x   0.99948528  =   0.99932847
 SR1083!UTM  12      -   0.99984311  x   0.99993764  =   0.99978076
 SR1083
 SR1083|---------------------------------------------------------------------|
 SR1083| PID    Reference Object                     Distance      Geod. Az  |
 SR1083|                                                           dddmmss.s |
 SR1083| CQ4517 ANTELOPE RM 1                        13.445 METERS 06222     |
 SR1083| CQ4518 ANTELOPE RM 2                        17.225 METERS 15851     |
 SR1083| CQ4516 ANTELOPE AZ MK                                     2004435.1 |
 SR1083|---------------------------------------------------------------------|
 SR1083
 SR1083                          SUPERSEDED SURVEY CONTROL
 SR1083
 SR1083  NAD 83(1986)-  47 47 31.39080(N)    108 47 12.20508(W) AD(       ) 1
 SR1083  NAD 27      -  47 47 31.42900(N)    108 47 09.62300(W) AD(       ) 1
 SR1083  NGVD 29 (07/19/86) 1015.4    (m)         3331.     (f) VERT ANG       
 SR1083
 SR1083.Superseded values are not recommended for survey control.
 SR1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1083.See file dsdata.txt to determine how the superseded data were derived.
 SR1083
 SR1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT6575995560(NAD 83)
 SR1083_MARKER: DS = TRIANGULATION STATION DISK
 SR1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1083+STABILITY: SURFACE MOTION
 SR1083
 SR1083  HISTORY     - Date     Condition        Report By
 SR1083  HISTORY     - 1948     MONUMENTED       CGS
 SR1083  HISTORY     - 1967     GOOD             CGS
 SR1083  HISTORY     - 1971     GOOD             USGS
 SR1083
 SR1083                          STATION DESCRIPTION
 SR1083
 SR1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SR1083'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF LANDUSKY,
 SR1083'5 MILES NORTHEAST OF THE MISSOURI RIVER AND 0.3 MILE NORTHWEST
 SR1083'OF THE MAIN ZORMAN - LEWISTOWN GRADED DIRT ROAD.
 SR1083'
 SR1083'TO REACH THE STATION FROM THE KELLERMANS STORE IN ZORTMAN,
 SR1083'GO EAST ON MAIN ROAD FOR 0.8 MILE TO A CROSSROAD, TURN RIGHT AND
 SR1083'GO SOUTH FOR 4 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO
 SR1083'12.3 MILES TO A ROAD FORK AND A SIGN, KENDALL RANCH, GLEN LIGHT,
 SR1083'A.L. SNOOK, RALPH JENSON, WOODCOCK.  CONTINUE STRAIGHT AHEAD
 SR1083'ON MAIN ROAD FOR 1.4 MILES TO A RANCH HOUSE AND RESERVOIR ON
 SR1083'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO THE TOP OF
 SR1083'RIDGE, TURN RIGHT OFF ROAD AND GO 0.1 MILE TO THE AZIMUTH MARK
 SR1083'ON THE LEFT.  TURN RIGHT AND GO ACROSS PASTURE LAND FOR 0.25
 SR1083'MILE TO THE STATION AS DESCRIBED.
 SR1083'
 SR1083'THE STATION MARK IS 12 FEET SOUTH OF THE NORTH EDGE OF BLUFF,
 SR1083'AND 10 FEET EAST OF A WITNESS POST.
 SR1083'
 SR1083'THE MARK IS A STANDARD STATION MARK DISK SET IN THE TOP OF A
 SR1083'12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 3 INCHES,
 SR1083'AND THE DISK IS STAMPED ANTELOPE 1948.
 SR1083'
 SR1083'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 SR1083'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1083'3 INCHES, AND THE DISK IS STAMPED ANTELOPE NO 1 1948.
 SR1083'
 SR1083'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SR1083'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1083'3 INCHES, AND THE DISK IS STAMPED ANTELOPE NO 2 1948.
 SR1083'
 SR1083'THE AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 0.1 MILE
 SR1083'NORTHWEST OF THE ZORTMAN - LEWISTOWN GRADED DIRT ROAD AND ON
 SR1083'THE SUMMIT OF HILL.  THE MARK IS A STANDARD AZIMUTH MARK DISK
 SR1083'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 SR1083'PROJECTS 7 INCHES, AND THE DISK IS STAMPED ANGELOPE 1948.
 SR1083'
 SR1083'A 16-FOOT STAND WILL SEE TRIANGULATION STATIONS SLIPPERY ANN,
 SR1083'ARMEL (MORC), WILLOW (MORC), QUARTER (MORC), CRYSTAL (MORC),
 SR1083'BEND (MORC), TWO CALF, HAW AND BAD LANDS.
 SR1083'
 SR1083'HEIGHT OF LIGHT ABOVE STATION MARK 5.4 METERS.
 SR1083
 SR1083                          STATION RECOVERY (1967)
 SR1083
 SR1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SR1083'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SR1083'CONDITION.  A DIFFERENCE OF 10.00 FEET OR 3.048 METERS WAS
 SR1083'FOUND IN THE MEASUREMENT TO REFERENCE MARK 1.  DUE TO CHANGES IN
 SR1083'THE ROADS A NEW DESCRIPTION FOLLOWS.
 SR1083'
 SR1083'THE STATION IS LOCATED ABOUT 55 MILES SOUTH OF MALTA, 13 MILES
 SR1083'SOUTHWEST OF LANDUSKY AND 5 MILES NORTHEAST OF THE MISSOURI RIVER.
 SR1083'
 SR1083'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 SR1083'U.S. HIGHWAY 191 IN MALTA, GO SOUTH ON U.S. HIGHWAY 191 FOR 55
 SR1083'MILES TO THE JUNCTION OF STATE HIGHWAY 376 AT LAST CHANCE.  TURN
 SR1083'RIGHT AND GO NORTH ON STATE HIGHWAY 376 FOR 1.7 MILES TO A
 SR1083'CROSSROAD.  TURN LEFT AND GO WESTERLY ON DIRT ROAD CROSSING A
 SR1083'CATTLE GUARD AND GO 2.95 MILES TO A WIRE GATE.  PASS THROUGH
 SR1083'GATE AND CONTINUE ON DIRT ROAD FOR 2.4 MILES TO A CATTLE GUARD.
 SR1083'CONTINUE FOR 1.0 MILE TO A GATE.  CONTINUE AHEAD FOR 1.3 MILES TO A
 SR1083'CATTLE GUARD.  CONTINUE FOR 0.4 MILE TO THE TOP OF A GRADE.
 SR1083'TURN RIGHT AND GO WESTERLY ACROSS PASTURE FOR 0.1 MILE TO THE
 SR1083'TOP OF A BENCH AND THE AZIMUTH MARK, ON THE LEFT.  TURN RIGHT
 SR1083'AND GO NORTHERLY ACROSS TOP OF BENCH FOR 0.3 MILE TO THE
 SR1083'STATION.
 SR1083'
 SR1083'THE STATION MARK IS A STANDARD DISK, STAMPED ANTELOPE 1948, SET IN
 SR1083'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1083'4-INCHES.  IT IS 53 FEET SOUTH OF A 14-INCH PINE TREE AND ON THE
 SR1083'NORTHEAST EDGE OF THE BENCH.
 SR1083'
 SR1083'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTELOPE NO 1 1948,
 SR1083'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1083'4-INCHES.  IT IS 31.6 FEET SOUTHEAST OF A 14-INCH PINE TREE.
 SR1083'
 SR1083'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANTELOPE NO 2 1948,
 SR1083'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1083'4-INCHES.  IT IS 100.6 FEET SOUTH-SOUTHEAST OF A 14-INCH PINE TREE.
 SR1083'
 SR1083'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTELOPE 1948, SET
 SR1083'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1083'7-INCHES.  IT IS ON THE SOUTH EDGE OF THE BENCH.
 SR1083
 SR1083                          STATION RECOVERY (1971)
 SR1083
 SR1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (BFD)
 SR1083'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191
 SR1083'AND MONTANA STATE HIGHWAY 376 GO NORTH ON STATE HIGHWAY 376
 SR1083'FOR 1.7 MILES TO A ROAD LEADING WEST.  TURN LEFT, WEST, ON
 SR1083'DIRT ROAD FOR 2.1 MILES TO ROAD JUNCTION NORTH.  CONTINUE
 SR1083'WESTERLY ON DIRT ROAD PASSING SEVERAL CATTLE GUARDS FOR 5.3
 SR1083'MILES THROUGH A CATTLE GUARD.  CONTINUE WESTERLY ON MAIN ROAD
 SR1083'0.35 MILES TO ROAD CREST.  TURN NORTHERLY ACROSS COUNTRY 0.4
 SR1083'MILES TO STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0620 ***********************************************************************
 TJ0620  DESIGNATION -  ANTELOPE
 TJ0620  PID         -  TJ0620
 TJ0620  STATE/COUNTY-  MT/VALLEY
 TJ0620  USGS QUAD   -  ENGSTROM RANCH (1978)
 TJ0620
 TJ0620                         *CURRENT SURVEY CONTROL
 TJ0620  ___________________________________________________________________
 TJ0620* NAD 83(1992)-  48 12 35.91200(N)    106 49 03.60723(W)     ADJUSTED  
 TJ0620* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 TJ0620  ___________________________________________________________________
 TJ0620  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 TJ0620  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TJ0620
 TJ0620  HORZ ORDER  -  THIRD
 TJ0620
 TJ0620.The horizontal coordinates were established by classical geodetic methods
 TJ0620.and adjusted by the National Geodetic Survey in July 1992..
 TJ0620
 TJ0620.The orthometric height was scaled from a topographic map.
 TJ0620
 TJ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0620
 TJ0620.The geoid height was determined by GEOID03.
 TJ0620
 TJ0620;                    North         East     Units Scale Factor Converg.
 TJ0620;SPC MT       -   443,445.572   799,239.981   MT  0.99961189   +1 57 43.7
 TJ0620;SPC MT       - 1,454,873.92  2,622,178.42   iFT  0.99961189   +1 57 43.7
 TJ0620;UTM  13      - 5,341,235.851   364,963.722   MT  0.99982405   -1 21 19.6
 TJ0620
 TJ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0620!SPC MT       -   0.99989157  x   0.99961189  =   0.99950351
 TJ0620!UTM  13      -   0.99989157  x   0.99982405  =   0.99971564
 TJ0620
 TJ0620:                Primary Azimuth Mark                     Grid Az
 TJ0620:SPC MT       -  BRAZIL RESET                             259 20 31.2
 TJ0620:UTM  13      -  BRAZIL RESET                             262 39 34.5
 TJ0620
 TJ0620|---------------------------------------------------------------------|
 TJ0620| PID    Reference Object                     Distance      Geod. Az  |
 TJ0620|                                                           dddmmss.s |
 TJ0620| TJ0624 BRAZIL RESET                        APPROX. 4.7 KM 2611814.9 |
 TJ0620|---------------------------------------------------------------------|
 TJ0620
 TJ0620                          SUPERSEDED SURVEY CONTROL
 TJ0620
 TJ0620  NAD 83(1986)-  48 12 35.90879(N)    106 49 03.59923(W) AD(       ) 3
 TJ0620  NAD 27      -  48 12 35.84818(N)    106 49 01.38359(W) AD(       ) 3
 TJ0620
 TJ0620.Superseded values are not recommended for survey control.
 TJ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0620.See file dsdata.txt to determine how the superseded data were derived.
 TJ0620
 TJ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP6496441236(NAD 83)
 TJ0620_MARKER: DD = SURVEY DISK
 TJ0620_SETTING: 66 = SET IN ROCK OUTCROP
 TJ0620_SP_SET: SET IN ROCK OUTCROP
 TJ0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0620+STABILITY: POSITION/ELEVATION WELL
 TJ0620
 TJ0620  HISTORY     - Date     Condition        Report By
 TJ0620  HISTORY     - 1957     MONUMENTED       USGS
 TJ0620
 TJ0620                          STATION DESCRIPTION
 TJ0620
 TJ0620'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TJ0620'STATION LOCATED ABOUT 8 MI. W. AND 1 MI. N. OF GLASGOW, ABOUT 2 MI. S.
 TJ0620'OF ANTELOPE CREEK ON THE CREST OF THE RIDGE BETWEEN ANTELOPE AND
 TJ0620'BRAZIL CREEKS, IN THE S. CORNER OF SEC.3 T.28 N., R.38 W. AND 300 FT.
 TJ0620'NE. OF THE MAIN TRACK RD. ALONG TOP OF RIDGE.
 TJ0620'
 TJ0620'TO REACH STATION FROM GLASGOW POST OFFICE, GO NW. ALONG SECOND AVE. S.
 TJ0620'WHICH CONTINUES NW. ON GRAVELED RD. 2.2 MI. TO RD. FORK JUST AFTER
 TJ0620'CROSSING MILK RIVER, TAKE LEFT FORK AND PROCEED DUE W. ON GRAVELED RD.
 TJ0620'3.5 MI. PASSING BY SEVERAL JUNCTIONS WITH MINOR RDS. TO T-RD. N.,
 TJ0620'CONTINUE STRAIGHT AHEAD ON DIRT RD., 1.3 MI. TO GATE, GO THRU GATE AND
 TJ0620'ALONG TRACK RD. TO TOP OF RIDGE AND THEN NW. ALONG RIDGE TOP 2.1 MI.
 TJ0620'TO RD. Y, STATION IS 1120 FT. NW. OF THIS POINT.
 TJ0620'
 TJ0620'STATION MARK - STANDARD TABLET CEMENTED IN GRANITE ROCK IN PLACE
 TJ0620'MEASURING 1 FT. BY 2 FT. AND PROJECTING 0.1 FT. STAMPED ---ANTELOPE
 TJ0620'1957---.
 TJ0620'
 TJ0620'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE
 TJ0620'IN GRANITE BOULDER IN PLACE, TRIANGULAR IN SHAPE MEASURING
 TJ0620'1 FT. BY  1 FT.  BY  1 FT. AND PROJECTING 0.3 FT. 47.49 FT. FROM
 TJ0620'STATION MARK, S 40 DEG 59 MIN W.
 TJ0620'
 TJ0620'REFERENCE MARK NO.2 - A 1/2 IN. REINFORCING ROD PROJECTING 0.8 FT.
 TJ0620'AND SET 44.06 FT. FROM STATION, S 48 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0966 ***********************************************************************
 TM0966  DESIGNATION -  ANTELOPE
 TM0966  PID         -  TM0966
 TM0966  STATE/COUNTY-  MT/GLACIER
 TM0966  USGS QUAD   -  HEADLIGHT BUTTE NW (1968)
 TM0966
 TM0966                         *CURRENT SURVEY CONTROL
 TM0966  ___________________________________________________________________
 TM0966* NAD 83(1992)-  48 58 13.07934(N)    112 29 17.89033(W)     ADJUSTED  
 TM0966* NAVD 88     -      1335.     (meters)    4380.     (feet)  SCALED    
 TM0966  ___________________________________________________________________
 TM0966  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 TM0966  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 TM0966
 TM0966  HORZ ORDER  -  THIRD
 TM0966
 TM0966.The horizontal coordinates were established by classical geodetic methods
 TM0966.and adjusted by the National Geodetic Survey in July 1992..
 TM0966
 TM0966.The orthometric height was scaled from a topographic map.
 TM0966
 TM0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0966
 TM0966.The geoid height was determined by GEOID03.
 TM0966
 TM0966;                    North         East     Units Scale Factor Converg.
 TM0966;SPC MT       -   528,737.704   381,267.580   MT  0.99998186   -2 11 09.4
 TM0966;SPC MT       - 1,734,703.75  1,250,877.89   iFT  0.99998186   -2 11 09.4
 TM0966;UTM  12      - 5,425,221.448   391,078.738   MT  0.99974574   -1 07 22.2
 TM0966
 TM0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0966!SPC MT       -   0.99979313  x   0.99998186  =   0.99977499
 TM0966!UTM  12      -   0.99979313  x   0.99974574  =   0.99953892
 TM0966
 TM0966:                Primary Azimuth Mark                     Grid Az
 TM0966:SPC MT       -  BOUNDARY MON 317 CD US                   354 11 34.9
 TM0966:UTM  12      -  BOUNDARY MON 317 CD US                   353 07 47.7
 TM0966
 TM0966|---------------------------------------------------------------------|
 TM0966| PID    Reference Object                     Distance      Geod. Az  |
 TM0966|                                                           dddmmss.s |
 TM0966| TM0193 BOUNDARY MON 317 CD US              APPROX. 3.2 KM 3520025.5 |
 TM0966|---------------------------------------------------------------------|
 TM0966
 TM0966                          SUPERSEDED SURVEY CONTROL
 TM0966
 TM0966  NAD 83(1986)-  48 58 13.08351(N)    112 29 17.88946(W) AD(       ) 3
 TM0966
 TM0966.Superseded values are not recommended for survey control.
 TM0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0966.See file dsdata.txt to determine how the superseded data were derived.
 TM0966
 TM0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV9107925221(NAD 83)
 TM0966_MARKER: X = CHISELED CROSS
 TM0966_SETTING: 80 = SET IN A BOULDER
 TM0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0966+STABILITY: SURFACE MOTION
 TM0966
 TM0966  HISTORY     - Date     Condition        Report By
 TM0966  HISTORY     - 1910     MONUMENTED       IBC
 TM0966
 TM0966                          STATION DESCRIPTION
 TM0966
 TM0966'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TM0966'IN THE BLACKFEET INDIAN RESERVATION.  THE STATION IS ABOUT 2 MILES
 TM0966'SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 317, IN NE 1/4 SECTION 14,
 TM0966'TOWNSHIP 37 N, RANGE 7 W, PRINCIPAL MERIDIAN, ROUGHLY 200 METERS FROM
 TM0966'THE NORTH BOUNDARY OF THE SECTION AND 50 METERS FROM THE MIDSECTION
 TM0966'LINE, AND ON THE HIGHEST PART OF A RIDGE LYING EAST AND WEST.
 TM0966'
 TM0966'STATION MARK--A CHISELED CROSS IN A GRANITE BOULDER, FLUSH WITH THE
 TM0966'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0647 ***********************************************************************
 RU0647  DESIGNATION -  ANTELOPE ET
 RU0647  PID         -  RU0647
 RU0647  STATE/COUNTY-  MT/GARFIELD
 RU0647  USGS QUAD   -  SCHOOL BUTTE (1965)
 RU0647
 RU0647                         *CURRENT SURVEY CONTROL
 RU0647  ___________________________________________________________________
 RU0647* NAD 83(1992)-  46 57 09.11221(N)    107 09 15.03361(W)     ADJUSTED  
 RU0647* NAVD 88     -      1112.     (meters)    3648.     (feet)  SCALED    
 RU0647  ___________________________________________________________________
 RU0647  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 RU0647  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 RU0647
 RU0647  HORZ ORDER  -  THIRD
 RU0647
 RU0647.The horizontal coordinates were established by classical geodetic methods
 RU0647.and adjusted by the National Geodetic Survey in July 1992..
 RU0647
 RU0647.The orthometric height was scaled from a topographic map.
 RU0647
 RU0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0647
 RU0647.The geoid height was determined by GEOID03.
 RU0647
 RU0647;                    North         East     Units Scale Factor Converg.
 RU0647;SPC MT       -   302,975.735   778,436.901   MT  0.99939318   +1 42 57.5
 RU0647;SPC MT       -   994,014.88  2,553,926.84   iFT  0.99939318   +1 42 57.5
 RU0647;UTM  13      - 5,202,141.454   336,085.120   MT  0.99993023   -1 34 28.5
 RU0647
 RU0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0647!SPC MT       -   0.99982807  x   0.99939318  =   0.99922135
 RU0647!UTM  13      -   0.99982807  x   0.99993023  =   0.99975831
 RU0647
 RU0647                          SUPERSEDED SURVEY CONTROL
 RU0647
 RU0647  NAD 83(1986)-  46 57 09.10558(N)    107 09 15.01097(W) AD(       ) 3
 RU0647
 RU0647.Superseded values are not recommended for survey control.
 RU0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0647.See file dsdata.txt to determine how the superseded data were derived.
 RU0647
 RU0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN3608502141(NAD 83)
 RU0647_MARKER: DS = TRIANGULATION STATION DISK
 RU0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RU0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0647+STABILITY: SURFACE MOTION
 RU0647
 RU0647  HISTORY     - Date     Condition        Report By
 RU0647  HISTORY     - 1965     MONUMENTED       USGS
 RU0647
 RU0647                          STATION DESCRIPTION
 RU0647
 RU0647'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RU0647'STATION IS IN GARFIELD COUNTY, MONTANA, ABOUT 25 MI. S. AND 12 MI.
 RU0647'W. OF JORDAN ON SMALL GRASSY BUTTE.
 RU0647'
 RU0647'TO REACH FROM COHAGEN, GO SOUTHEASTERLY ON STATE HIGHWAY 22 0.3 MI.
 RU0647'TO GRAVEL T-RD. SW.  TURN RIGHT AND FOLLOW BLADED RD. FOR 15.4 MI. TO
 RU0647'FORK.  KEEP RIGHT (WESTERLY) ON MAIN BLADED RD. FOR 9.7 MI. TO A
 RU0647'BLADED T-RD. W.  TURN LEFT AT T-RD. W. FOR 3.7 MI. TO A POINT ON
 RU0647'BLADED RD. OPPOSITE BUTTE 500 FT. N. OF RD.  LEAVE RD. AND TURN RIGHT
 RU0647'ACROSS PRAIRIE TO TOP OF GRASSY BUTTE AND STATION.
 RU0647'
 RU0647'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 RU0647'0.1 FT., STAMPED---ANTELOPE 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0879 ***********************************************************************
 TM0879  DESIGNATION -  ANTENNA
 TM0879  PID         -  TM0879
 TM0879  STATE/COUNTY-  MT/GLACIER
 TM0879  USGS QUAD   -  BROWNING NE (1968)
 TM0879
 TM0879                         *CURRENT SURVEY CONTROL
 TM0879  ___________________________________________________________________
 TM0879* NAD 83(1992)-  48 42 22.48819(N)    113 05 57.08208(W)     ADJUSTED  
 TM0879* NAVD 88     -      1556.5    (meters)    5107.     (feet)  VERTCON   
 TM0879  ___________________________________________________________________
 TM0879  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 TM0879  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 TM0879
 TM0879  HORZ ORDER  -  FIRST
 TM0879
 TM0879.The horizontal coordinates were established by classical geodetic methods
 TM0879.and adjusted by the National Geodetic Survey in July 1992..
 TM0879
 TM0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0879
 TM0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0879
 TM0879.The geoid height was determined by GEOID03.
 TM0879
 TM0879;                    North         East     Units Scale Factor Converg.
 TM0879;SPC MT       -   501,287.249   335,233.068   MT  0.99983281   -2 37 58.2
 TM0879;SPC MT       - 1,644,643.21  1,099,846.02   iFT  0.99983281   -2 37 58.2
 TM0879;UTM  12      - 5,396,927.514   345,563.499   MT  0.99989302   -1 34 39.0
 TM0879
 TM0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0879!SPC MT       -   0.99975837  x   0.99983281  =   0.99959122
 TM0879!UTM  12      -   0.99975837  x   0.99989302  =   0.99965142
 TM0879
 TM0879|---------------------------------------------------------------------|
 TM0879| PID    Reference Object                     Distance      Geod. Az  |
 TM0879|                                                           dddmmss.s |
 TM0879| CN3871 ANTENNA RM 1                         11.941 METERS 04300     |
 TM0879| TM0844 MOUNTAIN STS ATT MICROWAVE MST      APPROX.33.6 KM 0503014.9 |
 TM0879| TM0790 CUT BANK MUN APT BCN                APPROX.55.2 KM 1011648.5 |
 TM0879| TM0884 BROWNING MUNICIPAL TANK             APPROX.17.7 KM 1592534.5 |
 TM0879| CN3870 ANTENNA AZ MK                                      1813720.1 |
 TM0879| CN3872 ANTENNA RM 2                         12.895 METERS 30508     |
 TM0879|---------------------------------------------------------------------|
 TM0879
 TM0879                          SUPERSEDED SURVEY CONTROL
 TM0879
 TM0879  NAD 83(1986)-  48 42 22.49471(N)    113 05 57.07372(W) AD(       ) 1
 TM0879  NAD 27      -  48 42 22.58068(N)    113 05 53.73897(W) AD(       ) 1
 TM0879  NGVD 29 (07/19/86) 1555.3    (m)         5103.     (f) VERT ANG       
 TM0879
 TM0879.Superseded values are not recommended for survey control.
 TM0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0879.See file dsdata.txt to determine how the superseded data were derived.
 TM0879
 TM0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU4556396928(NAD 83)
 TM0879_MARKER: DS = TRIANGULATION STATION DISK
 TM0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0879+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2000
 TM0879
 TM0879  HISTORY     - Date     Condition        Report By
 TM0879  HISTORY     - 1963     MONUMENTED       CGS
 TM0879  HISTORY     - 20000924 GOOD             LOCSUR
 TM0879
 TM0879                          STATION DESCRIPTION
 TM0879
 TM0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0879'THE STATION IS ABOUT 17 MILES NORTHWEST OF THE JUNCTION OF U.S.
 TM0879'HIGHWAY 2 AND STATE HIGHWAY 444, 15-1/2 MILES EAST OF ST. MARY AND
 TM0879'11 MILES NORTH-NORTHWEST OF BROWNING, ON THE WEST END OF A LOW
 TM0879'PLATEAU.
 TM0879'
 TM0879'TO REACH THE STATION FROM THE POST OFFICE IN BROWNING, GO SOUTH ON
 TM0879'MAIN STREET FOR 0.25 MILE TO THE JUNCTION WITH U.S. HIGHWAY 2.
 TM0879'TURN LEFT AND GO EASTERLY ON U.S. HIGHWAY 2 FOR 0.15 MILE TO A
 TM0879'REVERSE FORK ON THE LEFT.  TURN SHARP LEFT AND GO NORTH ON PAVED
 TM0879'ROAD FOR 1.25 MILES TO A PAVED SIDE ROAD LEFT.  CONTINUE AHEAD,
 TM0879'NORTH ON PAVED ROAD FOR 1.4 MILES TO A PAVED SIDE ROAD RIGHT.
 TM0879'CONTINUE AHEAD, NORTH ON PAVED ROAD FOR 8.35 MILES TO A POINT
 TM0879'JUST BEFORE STARTING UPGRADE AND THE AZIMUTH MARK ON THE LEFT.
 TM0879'CONTINUE NORTH ON PAVED ROAD FOR 1.45 MILES TO A SIDE ROAD RIGHT.
 TM0879'TURN RIGHT OFF ROAD, THEN RIGHT AGAIN FOR 0.05 MILE TO A WIRE
 TM0879'GATE.  PASS THROUGH GATE AND GO SOUTHEAST ON TRACK ROAD FOR
 TM0879'0.15 MILE TO A WIRE GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD
 TM0879'SOUTH FOR 0.9 MILE TO A SMALL FRAME BUILDING AND SOME TELEVISION
 TM0879'ANTENNAS.  TURN LEFT AND GO SOUTHEAST ALONG TOP OF THE HILL FOR
 TM0879'0.05 MILE TO THE STATION.
 TM0879'
 TM0879'STATION MARK IS A STANDARD DISK, STAMPED ANTENNA 1963, SET IN
 TM0879'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 TM0879'IS 7.8 FEET SOUTHEAST OF A WITNESS POST.
 TM0879'
 TM0879'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTENNA NO 1 1963, SET
 TM0879'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 TM0879'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 TM0879'
 TM0879'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANTENNA NO 2 1963, SET
 TM0879'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 TM0879'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 TM0879'
 TM0879'AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTENNA 1963, CEMENTED IN
 TM0879'A DRILL HOLE ON THE EAST EDGE OF A ROCK LEDGE THAT PROJECTS 2
 TM0879'FEET ON THE EAST SIDE AND FLUSH TO THE WEST.
 TM0879
 TM0879                          STATION RECOVERY (2000)
 TM0879
 TM0879'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (TPF)
 TM0879'RM 1 AND RM 2 APPEAR UNDISTURBED BUT WERE NOT MEASURED, STATION IS
 TM0879'SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY1031 ***********************************************************************
 RY1031  DESIGNATION -  ANTRIM LO
 RY1031  PID         -  RY1031
 RY1031  STATE/COUNTY-  MT/RAVALLI
 RY1031  USGS QUAD   -  STEVENSVILLE (1967)
 RY1031
 RY1031                         *CURRENT SURVEY CONTROL
 RY1031  ___________________________________________________________________
 RY1031* NAD 83(1992)-  46 37 03.49359(N)    114 01 49.37174(W)     ADJUSTED  
 RY1031* NAVD 88     -      1078.3    (meters)    3538.     (feet)  VERTCON   
 RY1031  ___________________________________________________________________
 RY1031  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 RY1031  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 RY1031
 RY1031  HORZ ORDER  -  THIRD
 RY1031
 RY1031.The horizontal coordinates were established by classical geodetic methods
 RY1031.and adjusted by the National Geodetic Survey in July 1992..
 RY1031
 RY1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY1031
 RY1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1031
 RY1031.The geoid height was determined by GEOID03.
 RY1031
 RY1031;                    North         East     Units Scale Factor Converg.
 RY1031;SPC MT       -   273,123.681   253,382.868   MT  0.99941625   -3 18 50.4
 RY1031;SPC MT       -   896,075.07    831,308.62   iFT  0.99941625   -3 18 50.4
 RY1031;UTM  11      - 5,166,959.157   727,366.919   MT  1.00023547   +2 09 33.1
 RY1031;UTM  12      - 5,167,136.348   267,981.112   MT  1.00026174   -2 12 12.3
 RY1031
 RY1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1031!SPC MT       -   0.99983332  x   0.99941625  =   0.99924967
 RY1031!UTM  11      -   0.99983332  x   1.00023547  =   1.00006875
 RY1031!UTM  12      -   0.99983332  x   1.00026174  =   1.00009502
 RY1031
 RY1031                          SUPERSEDED SURVEY CONTROL
 RY1031
 RY1031  NAD 83(1986)-  46 37 03.50190(N)    114 01 49.38780(W) AD(       ) 3
 RY1031  NGVD 29 (05/15/92) 1077.2    (m)         3534.     (f) VERT ANG       
 RY1031
 RY1031.Superseded values are not recommended for survey control.
 RY1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1031.See file dsdata.txt to determine how the superseded data were derived.
 RY1031
 RY1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM2736766959(NAD 83)
 RY1031_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY1031_SETTING: 0 = UNSPECIFIED SETTING
 RY1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY1031
 RY1031  HISTORY     - Date     Condition        Report By
 RY1031  HISTORY     - 1937     MONUMENTED       USFS
 RY1031  HISTORY     - 1957     GOOD             USGS
 RY1031
 RY1031                          STATION DESCRIPTION
 RY1031
 RY1031'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RY1031'THIS STATION WAS ESTABLISHED BY THE U.S. FOREST SERVICE IN 1937.
 RY1031'
 RY1031'RECOVERED BY USGS IN 1957 AND DESCRIBED AS FOLLOWS
 RY1031'
 RY1031'LOCATED 2.5 MI. ESE. OF FLORENCE, MONTANA, 8.0 AIRLINE MI. NNE. OF
 RY1031'STEVENSVILLE IN SEC. 19, T 10 N, R 19 W, ON A CLEARED TOP NEAR THE
 RY1031'BITTERROOT RIVER.
 RY1031'
 RY1031'TO REACH FROM FLORENCE, GO E. AND S. ON THE EAST SIDE HIGHWAY 3.1 MI.
 RY1031'TO RD. LEFT AND SIGN (ANTRIM POINT LOOKOUT), TURN LEFT AND FOLLOW RD.
 RY1031'ABOUT 0.5 MI. TO LOOKOUT TOWER.
 RY1031'
 RY1031'STATION MARK--A U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE, BRASS
 RY1031'TABLET SET IN A CONCRETE POST UNDER THE CENTER OF LOOKOUT TOWER AND
 RY1031'STAMPED---ANTRIM 1937---.
 RY1031'
 RY1031'THE CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0513 ***********************************************************************
 RT0513  SACS        -  This is a Secondary Airport Control Station.
 RT0513  DESIGNATION -  AP STA A MLS
 RT0513  PID         -  RT0513
 RT0513  STATE/COUNTY-  MT/CUSTER
 RT0513  USGS QUAD   -  BIG HILL (1968)
 RT0513
 RT0513                         *CURRENT SURVEY CONTROL
 RT0513  ___________________________________________________________________
 RT0513* NAD 83(1999)-  46 25 57.58758(N)    105 52 38.06556(W)     ADJUSTED  
 RT0513* NAVD 88     -       800.11   (meters)    2625.0    (feet)  GPS OBS   
 RT0513  ___________________________________________________________________
 RT0513  X           -  -1,204,872.020 (meters)                     COMP
 RT0513  Y           -  -4,236,121.906 (meters)                     COMP
 RT0513  Z           -   4,599,092.901 (meters)                     COMP
 RT0513  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 RT0513  ELLIP HEIGHT-         784.13  (meters)          (09/17/01) GPS OBS
 RT0513  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RT0513
 RT0513  HORZ ORDER  -  FIRST
 RT0513  ELLP ORDER  -  THIRD     CLASS II
 RT0513
 RT0513.This mark is at Frank Wiley Field Airport (MLS)
 RT0513
 RT0513.The horizontal coordinates were established by GPS observations
 RT0513.and adjusted by the National Geodetic Survey in September 2001..
 RT0513.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RT0513.DATUM ITEM on the data sheet items page.
 RT0513
 RT0513.The orthometric height was determined by GPS observations and a
 RT0513.high-resolution geoid model.
 RT0513
 RT0513.GPS derived orthometric heights for airport stations designated as
 RT0513.PACS or SACS are published to 2 decimal places.  This maintains
 RT0513.centimeter relative accuracy between the PACS and SACS.  It does
 RT0513.not indicate centimeter accuracy relative to other marks which are
 RT0513.part of the NAVD 88 network.
 RT0513
 RT0513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RT0513
 RT0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0513
 RT0513.The ellipsoidal height was determined by GPS observations
 RT0513.and is referenced to NAD 83.
 RT0513
 RT0513.The geoid height was determined by GEOID03.
 RT0513
 RT0513;                    North         East     Units Scale Factor Converg.
 RT0513;SPC MT       -   248,980.872   878,181.373   MT  0.99944350   +2 39 00.2
 RT0513;SPC MT       -   816,866.38  2,881,172.48   iFT  0.99944350   +2 39 00.2
 RT0513;UTM  13      - 5,142,495.013   432,604.762   MT  0.99965583   -0 38 08.3
 RT0513
 RT0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0513!SPC MT       -   0.99987709  x   0.99944350  =   0.99932066
 RT0513!UTM  13      -   0.99987709  x   0.99965583  =   0.99953297
 RT0513
 RT0513                          SUPERSEDED SURVEY CONTROL
 RT0513
 RT0513  NAD 83(1999)-  46 25 57.58807(N)    105 52 38.06592(W) AD(       ) 3
 RT0513  ELLIP H (04/16/01)  784.09   (m)                       GP(       ) 4 2
 RT0513  NAD 83(1986)-  46 25 57.57673(N)    105 52 38.04665(W) AD(       ) 3
 RT0513  NAD 83(1992)-  46 25 57.58698(N)    105 52 38.06592(W) AD(       ) 3
 RT0513  ELLIP H (05/15/92)  784.22   (m)                       GP(       ) 4 2
 RT0513  NAD 27      -  46 25 57.56641(N)    105 52 36.02986(W) AD(       ) 3
 RT0513  NGVD 29 (06/11/92)  799.4    (m)         2623.     (f) GPS OBS        
 RT0513
 RT0513.Superseded values are not recommended for survey control.
 RT0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0513.See file dsdata.txt to determine how the superseded data were derived.
 RT0513
 RT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM3260542495(NAD 83)
 RT0513_MARKER: DT = TOPOGRAPHIC STATION DISK
 RT0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0513_SP_SET: CONCRETE POST
 RT0513_STAMPING: AP 1969 STA A MLS
 RT0513_MARK LOGO: CGS   
 RT0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 RT0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0513+STABILITY: SURFACE MOTION
 RT0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RT0513+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 RT0513
 RT0513  HISTORY     - Date     Condition        Report By
 RT0513  HISTORY     - 1969     MONUMENTED       CGS
 RT0513  HISTORY     - 19860707 GOOD             NGS
 RT0513  HISTORY     - 19911030 GOOD             NGS
 RT0513  HISTORY     - 20010618 GOOD             NGS
 RT0513  HISTORY     - 20011010 GOOD             NGS
 RT0513
 RT0513                          STATION DESCRIPTION
 RT0513
 RT0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 RT0513'THIS STATION IS LOCATED IN THE NORTHEASTERN SECTION OF THE MILES CITY
 RT0513'AIRPORT, NEAR RUNWAY END 22.  IT IS 125.0 FT (38.1 M) NORTHWEST OF THE
 RT0513'CENTERLINE END, 96.1 FT (29.3 M) NORTHEAST OF THE FIRST RUNWAY LIGHT,
 RT0513'52.6 FT (16.0 M) NORTHWEST OF THE CENTER OF A STEEL DRAIN COVER NEAR
 RT0513'THE CORNER OF THE RUNWAY.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP
 RT0513'OF A 12 INCH CONCRETE POST FLUSH WITH THE GROUND AND STAMPED AP 1969
 RT0513'STA A MLS.
 RT0513
 RT0513                          STATION RECOVERY (1991)
 RT0513
 RT0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RT0513'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTHWEST OF MILES CITY AT
 RT0513'THE MILES CITY MUNICIPAL AIRPORT (FRANK WILEY FIELD) AT THE NORTHEAST
 RT0513'END OF RUNWAY 4-22.  ONNERSHIP--MILES CITY, MANAGER SIG UGRIN, CITY
 RT0513'HALL, MILES CITY MT 59301, PHONE 406-232-1354.  FAA FLIGHT SERVICE,
 RT0513'PHONE 406-232-1503.
 RT0513'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94
 RT0513'BUSINESS AND STATE HIGHWAY 59 IN MILES CITY, GO NORTHERLY ON HIGHWAY
 RT0513'59 (NORTH 7TH STREET) FOR 2.05 MI (3.30 KM) TO THE AIRPORT ENTRANCE
 RT0513'ON THE LEFT, AT THE TOP OF THE HILL.  TURN LEFT, SOUTHERLY ON THE
 RT0513'PAVED ROAD FOR 0.35 MI (0.56 KM) TO THE ROAD END AT A GATE AND
 RT0513'HANGERS.  PASS THROUGH THE GATE, THEN BEAR RIGHT ON APRON, THEN RIGHT
 RT0513'AGAIN, NORTH ON A TAXIWAY FOR 0.1 MI (0.2 KM) TO THE FAA BUILDING ON
 RT0513'THE RIGHT (CHECK IN BEFORE DRIVING ON RUNWAYS).  CONTINUE NORTH ON
 RT0513'THE TAXIWAY FOR 0.35 MI (0.56 KM) TO THE END OF RUNWAY 22 AND THE
 RT0513'STATION ON THE FAR SIDE OF THE RUNWAY.
 RT0513'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 25 CM ROUND
 RT0513'CONCRETE POST FLUSH WITH THE GROUND AND ON LINE WITH THE RUNWAY END.
 RT0513'LOCATED 38.3 M (125.7 FT) NORTHWEST OF THE RUNWAY CENTER, 16.0 M
 RT0513'(52.5 FT) NORTHWEST OF THE CENTER OF A ROUND DRAIN COVER IN THE
 RT0513'RUNWAY SHOULDER, 8.5 M (27.9 FT) NORTHEAST OF THE EXTENDED CENTER OF
 RT0513'THE TAXIWAY AND 0.5 M (1.6 FT) SOUTHEAST OF A SHORT FIBERGLASS
 RT0513'WITNESS POST.
 RT0513
 RT0513                          STATION RECOVERY (2001)
 RT0513
 RT0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 RT0513'THE STATION IS LOCATED ABOUT 3.2 KM NORTHWEST OF MILES CITY AT THE
 RT0513'MILES CITY MUNICIPAL/FRANK WILEY FIELD AIRPORT.  IN A GRASS AREA
 RT0513'NEAR AND SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST BOUNDRY
 RT0513'FENCE.  IT WAS IN LINE WITH THE RUNWAY END BUT THIS PART OF THE
 RT0513'RUNWAY END HAS BEEN REMOVED, (YOU CAN STILL SEE WHERE IT WAS).
 RT0513' 
 RT0513'OWNERSHIP--CITY OF MILES CITY, C/O AIRPORT MANAGER BRAD SCHMIDT,
 RT0513'P.O. BOX 910 MILES CITY, MT.  59301  PHONE 406-232-1021  OR MOBIL
 RT0513'406-853-0153
 RT0513' 
 RT0513'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94
 RT0513'BUSINESS AND STATE HIGHWAY 59 NEAR THE CENTER OF MILES CITY, GO
 RT0513'NORTHERLY ON HIGHWAY 59 (NORTH 7TH STREET) FOR 3.3 KM TO THE
 RT0513'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHERLY ON THE
 RT0513'ENTRANCE ROAD FOR 0.56 KM TO THE ROAD'S END AT A GATE AND
 RT0513'HANGARS.  PASS THROUGH THE GATE AND TURN RIGHT, WEST ON THE
 RT0513'APRON AROUND A HANGAR.  TURN RIGHT, NORTH ACROSS APRON FOR 0.4
 RT0513'KM TO THE JUNCTION OF TAXIWAYS B AND C ON THE LEFT.  BEAR LEFT,
 RT0513'NORTHWEST ON TAXIWAY C FOR 0.48 KM CROSSING NEW RUNWAY END 22
 RT0513'TO THE GRASS ON THE NORTHWEST SIDE OF THE RUNWAY.  TURN RIGHT,
 RT0513'NORTHEAST ALONG THE NORTHWEST EDGE OF A GRAVELED AREA
 RT0513'(REMOVED RUNWAY) TO A 24-INCH ROUND METAL STORM DRAIN GRATE IN A
 RT0513'4X4-FOOT CONCRETE SLAB ON THE RIGHT (3RD DRAIN NORTHEAST OF THE
 RT0513'NEW RUNWAY END)  AND THE STATION ON THE LEFT.  NOTE--THE DATUM
 RT0513'POINT IS A LARGE DIMPLE IN THE CENTER OF A CIRCLE CAST IN THE TOP OF
 RT0513'A STANDARD BRASS CGS TOPOGRAPHIC DISK SET IN TOP OF A 12-INCH
 RT0513'CONCRETE POST.
 RT0513' 
 RT0513'STATION IS 83.4 M SOUTHEAST OF THE NORTHWEST WOVEN WIRE
 RT0513'BOUNDRY FENCE, 43.4 M SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST
 RT0513'BOUNDRY FENCE, 38.3 M NORTHWEST OF THE EXTENDED RUNWAY CENTER,
 RT0513'16.0 M NORTHWEST OF THE CENTER OF A ROUND METAL STORM DRAIN
 RT0513'GRATE NEAR THE REMOVED RUNWAY SHOULDER, 0.3 M SOUTH OF A SHORT
 RT0513'FIBERGLASS WITNESS POST, AND THE MONUMENT IS LEVEL WITH THE
 RT0513'GRAVELED AREA AND FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES
 RT0513' 
 RT0513'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 RT0513
 RT0513                          STATION RECOVERY (2001)
 RT0513
 RT0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 RT0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9851 ***********************************************************************
 AD9851  SACS        -  This is a Secondary Airport Control Station.
 AD9851  DESIGNATION -  AP STA A2 FCA
 AD9851  PID         -  AD9851
 AD9851  STATE/COUNTY-  MT/FLATHEAD
 AD9851  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 AD9851
 AD9851                         *CURRENT SURVEY CONTROL
 AD9851  ___________________________________________________________________
 AD9851* NAD 83(1999)-  48 19 09.31997(N)    114 14 48.98784(W)     ADJUSTED  
 AD9851* NAVD 88     -       906.68   (meters)    2974.7    (feet)  GPS OBS   
 AD9851  ___________________________________________________________________
 AD9851  X           -  -1,745,291.950 (meters)                     COMP
 AD9851  Y           -  -3,874,956.891 (meters)                     COMP
 AD9851  Z           -   4,741,221.320 (meters)                     COMP
 AD9851  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AD9851  ELLIP HEIGHT-         890.48  (meters)          (08/09/01) GPS OBS
 AD9851  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 AD9851
 AD9851  HORZ ORDER  -  FIRST
 AD9851  ELLP ORDER  -  THIRD     CLASS I
 AD9851
 AD9851.This mark is at Glacier Park Intl Airport (FCA)
 AD9851
 AD9851.The horizontal coordinates were established by GPS observations
 AD9851.and adjusted by the National Geodetic Survey in August 2001..
 AD9851.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9851.DATUM ITEM on the data sheet items page.
 AD9851
 AD9851.The orthometric height was determined by GPS observations and a
 AD9851.high-resolution geoid model.
 AD9851
 AD9851.GPS derived orthometric heights for airport stations designated as
 AD9851.PACS or SACS are published to 2 decimal places.  This maintains
 AD9851.centimeter relative accuracy between the PACS and SACS.  It does
 AD9851.not indicate centimeter accuracy relative to other marks which are
 AD9851.part of the NAVD 88 network.
 AD9851
 AD9851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9851
 AD9851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9851
 AD9851.The ellipsoidal height was determined by GPS observations
 AD9851.and is referenced to NAD 83.
 AD9851
 AD9851.The geoid height was determined by GEOID03.
 AD9851
 AD9851;                    North         East     Units Scale Factor Converg.
 AD9851;SPC MT       -   462,841.714   248,286.206   MT  0.99965393   -3 28 20.7
 AD9851;SPC MT       - 1,518,509.56    814,587.29   iFT  0.99965393   -3 28 20.7
 AD9851;UTM  11      - 5,355,448.470   704,086.543   MT  1.00011178   +2 03 24.7
 AD9851
 AD9851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9851!SPC MT       -   0.99986046  x   0.99965393  =   0.99951444
 AD9851!UTM  11      -   0.99986046  x   1.00011178  =   0.99997222
 AD9851
 AD9851                          SUPERSEDED SURVEY CONTROL
 AD9851
 AD9851.No superseded survey control is available for this station.
 AD9851
 AD9851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0408755448(NAD 83)
 AD9851_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9851_STAMPING: AP 1970 STA A2 FCA
 AD9851_MARK LOGO: CGS   
 AD9851_PROJECTION: RECESSED 30 CENTIMETERS
 AD9851_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9851+STABILITY: SURFACE MOTION
 AD9851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9851+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 AD9851
 AD9851  HISTORY     - Date     Condition        Report By
 AD9851  HISTORY     - 1970     MONUMENTED       CGS
 AD9851  HISTORY     - 19920630 GOOD             NGS
 AD9851  HISTORY     - 20010526 GOOD             NGS
 AD9851  HISTORY     - 20010821 GOOD             NGS
 AD9851
 AD9851                          STATION DESCRIPTION
 AD9851
 AD9851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD9851'STATION IS LOCATED NEAR RUNWAY END 20 AT THE NORTHEAST CORNER OF THE
 AD9851'AIRPORT.  MARK IS 125 FT (38.1 M) NORTHWEST OF THE CENTERLINE END OF
 AD9851'THE RUNWAY AND IS ON RANGE WITH THE PHYSICAL END OF THE RUNWAY.  IT IS
 AD9851'173.3 FT (52.8 M) NORTH OF THE FIRST RUNWAY LIGHT SOUTH OF THE END OF
 AD9851'THE RUNWAY, 65.5 FT (20.0 M) SOUTH OF A CONCRETE REIL BASE, 50 FT
 AD9851'(15.2 M) NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY AND 40 FT
 AD9851'(12.2 M) WEST-NORTHWEST OF THE NORTHWEST ONE-OF-FOUR THRESHOLD LIGHTS.
 AD9851'THE MARK IS A STANDARD BRONZE CGS TOPOGRAPHIC DISK STAMPED, AP 1970
 AD9851'STA A2 FCA, SET IN THE TOP OF A NINE-INCH CONCRETE CYLINDER FLUSH WITH
 AD9851'THE GROUND.
 AD9851
 AD9851                          STATION RECOVERY (2001)
 AD9851
 AD9851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AD9851'THE STATION IS LOCATED ABOUT 11 KM NORTH-NORTHEAST OF KALISPELL,
 AD9851'AND 8.0 KM SOUTHWEST OF COLUMBIA FALLS, AT THE GLACIER PARK
 AD9851'INTERNATIONAL AIRPORT.  IN A GRASS AREA JUST WEST-NORTHWEST OF
 AD9851'AND IN LINE WITH RUNWAY END 20.
 AD9851' 
 AD9851'OWNERSHIP--FLATHEAD MUNICIPAL AIRPORT AUTHORITY, 4170 HIGHWAY 2
 AD9851'EAST, KALISPELL, MONTANA 59901  PHONE 406-257-5994 OR FAX 406-257-5960
 AD9851'AIRPORT MANAGER IS MONTE M. ELIASON.  OPERATIONS AND MAINTENANCE
 AD9851'SUPERVISOR IS MELVIN G. COLBY.
 AD9851' 
 AD9851'NOTE--CONTACT AIRPORT MANAGER OR SUPERVISOR 24-HOURS IN
 AD9851'ADVANCE, ESCORT REQUIRED, AND MAINTENANCE KNOWS WHERE THE
 AD9851'MARKS ARE LOCATED.
 AD9851' 
 AD9851'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 93 IN
 AD9851'KALISPELL, GO EASTERLY ON HIGHWAY 2 FOR 3.22 KM TO THE JUNCTION OF
 AD9851'STATE HIGHWAY 35.  TURN LEFT, NORTH, AND CONTINUE ON HIGHWAY 2
 AD9851'FOR 10.7 KM TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 AD9851'WEST, ON THE ENTRANCE ROAD FOR 0.3 KM TO THE TERMINAL AND
 AD9851'MANAGERS OFFICE FOR ESCORT.
 AD9851' 
 AD9851'NOTE--THE DATUM POINT IS A LARGE DIMPLE IN THE TOP CENTER OF A
 AD9851'STANDARD BRONZ TOPOGRAPHIC STATION DISK, SET IN TOP OF A 9-INCH
 AD9851'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 AD9851' 
 AD9851'STATION IS 38.1 M WEST-NORTHWEST OF THE P-K NAIL AT THE CENTERLINE
 AD9851'END OF RUNWAY END 20, 24.4 M SOUTHEAST OF A WINDSOCK POLE, 20.2 M
 AD9851'SOUTH OF THE SOUTH CORNER OF A REIL LIGHT BOX, 15.5 M
 AD9851'WEST-NORTHWEST OF THE WEST-NORTHWEST EDGE OF THE PAINTED
 AD9851'RUNWAY EDGE STRIPE, 12.2 M WEST OF THE WEST 1 OF 4 THRESHOLD
 AD9851'LIGHTS, AND THE MONUMENT IS ABOUT 0.3 M BELOW THE RUNWAY LEVEL
 AD9851'AND RECESSED ABOUT 5-CM BELOW THE GROUND SURFACE.  BY R.G. HAYES
 AD9851' 
 AD9851'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AD9851' 
 AD9851' 
 AD9851' 
 AD9851' 
 AD9851'
 AD9851
 AD9851                          STATION RECOVERY (2001)
 AD9851
 AD9851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (TGW)
 AD9851'RECOVERED AS DESCRIBED.
 AD9851'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0493 ***********************************************************************
 QY0493  DESIGNATION -  APA MTN
 QY0493  PID         -  QY0493
 QY0493  STATE/COUNTY-  MT/MADISON
 QY0493  USGS QUAD   -  NOBLE PEAK (1989)
 QY0493
 QY0493                         *CURRENT SURVEY CONTROL
 QY0493  ___________________________________________________________________
 QY0493* NAD 83(1992)-  45 35 32.51022(N)    112 07 17.08869(W)     ADJUSTED  
 QY0493* NAVD 88     -      3170.4    (meters)   10402.     (feet)  VERTCON   
 QY0493  ___________________________________________________________________
 QY0493  LAPLACE CORR-          14.15  (seconds)                    DEFLEC99
 QY0493  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 QY0493
 QY0493  HORZ ORDER  -  FIRST
 QY0493
 QY0493.The horizontal coordinates were established by classical geodetic methods
 QY0493.and adjusted by the National Geodetic Survey in July 1992..
 QY0493
 QY0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0493
 QY0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0493
 QY0493.The geoid height was determined by GEOID03.
 QY0493
 QY0493;                    North         East     Units Scale Factor Converg.
 QY0493;SPC MT       -   152,609.267   395,550.987   MT  0.99969611   -1 55 03.3
 QY0493;SPC MT       -   500,686.57  1,297,739.46   iFT  0.99969611   -1 55 03.3
 QY0493;UTM  12      - 5,049,369.492   412,531.019   MT  0.99969406   -0 48 04.2
 QY0493
 QY0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0493!SPC MT       -   0.99950488  x   0.99969611  =   0.99920114
 QY0493!UTM  12      -   0.99950488  x   0.99969406  =   0.99919909
 QY0493
 QY0493|---------------------------------------------------------------------|
 QY0493| PID    Reference Object                     Distance      Geod. Az  |
 QY0493|                                                           dddmmss.s |
 QY0493| CN3875 APA MTN RM 2                          7.212 METERS 03438     |
 QY0493| CN3874 APA MTN RM 1                         77.594 METERS 31008     |
 QY0493| CN3873 APA MTN AZ MK                                      3355124.2 |
 QY0493|---------------------------------------------------------------------|
 QY0493
 QY0493                          SUPERSEDED SURVEY CONTROL
 QY0493
 QY0493  NAD 83(1986)-  45 35 32.51198(N)    112 07 17.08327(W) AD(       ) 1
 QY0493  NAD 27      -  45 35 32.77900(N)    112 07 14.12100(W) AD(       ) 1
 QY0493  NGVD 29 (07/19/86) 3169.0    (m)        10397.     (f) VERT ANG       
 QY0493
 QY0493.Superseded values are not recommended for survey control.
 QY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0493.See file dsdata.txt to determine how the superseded data were derived.
 QY0493
 QY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR1253149369(NAD 83)
 QY0493_MARKER: Z = SEE DESCRIPTION
 QY0493_SETTING: 80 = SET IN A BOULDER
 QY0493_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QY0493
 QY0493  HISTORY     - Date     Condition        Report By
 QY0493  HISTORY     - 1956     MONUMENTED       CGS
 QY0493  HISTORY     - 1960     GOOD             USGS
 QY0493
 QY0493                          STATION DESCRIPTION
 QY0493
 QY0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0493'THE STATION IS LOCATED ON THE SUMMIT OF APA MOUNTAIN WHICH IS
 QY0493'THE MOST WESTERLY OF SEVERAL SHARP PEAKS OF ABOUT EQUAL
 QY0493'ELEVATION.  THE STATION LIES IN THE LAKESHORE MOUNTAINS ABOUT
 QY0493'10 MILES NORTH NORTHEAST OF SHERIDAN, ABOUT 10 MILES EAST
 QY0493'NORTHEAST OF TWIN BRIDGES, ABOUT 0.5 MILE NORTH OF A POWER
 QY0493'TRANSMISSION LINE, ABOUT 0.5 MILE SOUTH OF A WOODEN CABIN AND AT
 QY0493'THE HEAD OF BEAR GULCH.
 QY0493'
 QY0493'TO REACH FROM THE POST OFFICE AT TWIN BRIDGES.  GO EASTERLY
 QY0493'FOR TWO BLOCKS.  PASS TO THE LEFT HAND SIDE OF THE RAILROAD
 QY0493'STATION AND CONTINUE EASTERLY FOR 0.7 MILE.  TAKE THE LEFT
 QY0493'HAND FORK AND GO NORTHEAST FOR 0.3 MILE.  CROSS OVER THE
 QY0493'CATTLE GUARD AND TAKE THE RIGHT HAND FORK NORTH AND EAST,
 QY0493'UP BEAR GULCH, FOR 11.0 MILES.  TURN SHARP LEFT AND GO WEST
 QY0493'AND NORTH FOR 0.3 MILE TO THE SUMMIT OF A LOW SADDLE AND THE
 QY0493'END OF TRUCK TRAVEL.  FROM THIS POINT, PACK EASTERLY ALONG
 QY0493'THE CREST OF THE ROCKY RIDGE FOR ABOUT 1.5 MILES TO A WOODEN
 QY0493'CABIN IN A ROCKY SADDLE.  (THE AZIMUTH MARK LIES ABOUT 500
 QY0493'FEET NORTH OF THIS POINT) CONTINUE SOUTHEAST, UP THE STEEP
 QY0493'SLOPE, FOR ABOUT 0.5 MILE TO THE HIGH GROUND AND THE
 QY0493'STATION.  THIS IS ABOUT A 4 HOUR BACK PACK.  NO WATER MAY BE
 QY0493'OBTAINED ALONG THIS ROUTE.
 QY0493'
 QY0493'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 QY0493'STAMPED 1950, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS
 QY0493'3 INCHES.
 QY0493'
 QY0493'REFERENCE MARK 1 IS LOCATED ON THE WESTERN SLOPE OF THE HILL
 QY0493'ABOUT 5 FEET LOWER THAN THE STATION.  IT PROJECTS 1 FOOT, AND THE
 QY0493'DISK IS STAMPED APA MTN USGS NO 1 1956.
 QY0493'
 QY0493'REFERENCE MARK 2 IS LOCATED ON THE CREST OF THE RIDGE AT ABOUT
 QY0493'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 8 INCHES,
 QY0493'AND THE DISK IS STAMPED APA MTN USGS NO 2 1956.
 QY0493'
 QY0493'THE AZIMUTH MARK IS ABOUT 500 FEET NORTH OF THE WOODEN CABIN
 QY0493'AND ABOUT 60 FEET HIGHER THAN THE CABIN.  IT IS FLUSH WITH THE
 QY0493'SURFACE OF THE GROUND, AND THE DISK IS STAMPED APA MTN USGS 1956.
 QY0493
 QY0493                          STATION RECOVERY (1960)
 QY0493
 QY0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QY0493'THE STATION IS LOCATED ON THE SUMMIT OF APA MOUNTAIN, THE MOST WESTERN
 QY0493'OF SEVERAL SHARP PEAKS OF ABOUT THE SAME ELEVATION IN THE LAKESHORE
 QY0493'MOUNTAINS.  ABOUT 10 MI. ENE. FROM TWIN BRIDGES AT THE HEAD OF BEAR
 QY0493'GULCH ON THE W. SIDE AND THE HEADWATERS OF WISCONSIN CREEK ON THE E.
 QY0493'SIDE.  THE MOUNTAIN CAN BE IDENTIFIED BY A POWER LINE WHICH RUNS
 QY0493'ACROSS THE S. SHOULDER.
 QY0493'
 QY0493'TO REACH FROM THE E. SIDE, FROM THE CENTER OF SHERIDAN, MONTANA,
 QY0493'PROCEED NW. ON MAIN STREET 0.2 MI., THENCE RIGHT (N.) AND FOLLOW THE
 QY0493'MOUNTAIN TRAIL N. AND NE. UP WISCONSIN CREEK 5.7 MI.  KEEP LEFT AT
 QY0493'NOBLE FORK ROAD AND CONTINUE ON THE MOUNTAIN TRAIL UP WISCONSIN CREEK
 QY0493'2.7 MI. TO LEITERVILLE MINES.  KEEP LEFT ON MAIN TRAVELED RD. 2.3 MI.,
 QY0493'TAKE LEFT FORK AS TOWARDS LAKESHORE MINE AND CRYSTAL LAKE GOING 2.0
 QY0493'MI. TO END OF TRUCK TRAVEL IN GRASSY BASIN ABOVE THE LAKE AND OLD MINE
 QY0493'BUILDINGS.  THIS IS AT BASE OF PEAK ON THE E. SIDE.  LAST PART OF THE
 QY0493'ROUTE CAN BE MADE BY FOUR WHEEL DRIVE ONLY AS THE RD. GOING N. FROM
 QY0493'THE LAKE AND OLD MINE BUILDINGS HAS BEEN ABANDONED.  PACK LEFT (W.)
 QY0493'UP STEEP SLOPE TO TOP OF PEAK AND STATION.  ABOUT 1 HOUR PACK.
 QY0493'
 QY0493'STATION MARK--STANDARD USGS TABLET SET IN A BOULDER AND STAMPED
 QY0493'---APA MTN. 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0520 ***********************************************************************
 QY0520  DESIGNATION -  APEX
 QY0520  PID         -  QY0520
 QY0520  STATE/COUNTY-  MT/BEAVERHEAD
 QY0520  USGS QUAD   -  GLEN (1988)
 QY0520
 QY0520                         *CURRENT SURVEY CONTROL
 QY0520  ___________________________________________________________________
 QY0520* NAD 83(1992)-  45 22 57.64668(N)    112 42 15.13249(W)     ADJUSTED  
 QY0520* NAVD 88     -      1695.0    (meters)    5561.     (feet)  VERTCON   
 QY0520  ___________________________________________________________________
 QY0520  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 QY0520  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 QY0520
 QY0520  HORZ ORDER  -  THIRD
 QY0520
 QY0520.The horizontal coordinates were established by classical geodetic methods
 QY0520.and adjusted by the National Geodetic Survey in July 1992..
 QY0520
 QY0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0520
 QY0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0520
 QY0520.The geoid height was determined by GEOID03.
 QY0520
 QY0520;                    North         East     Units Scale Factor Converg.
 QY0520;SPC MT       -   131,020.399   349,168.298   MT  0.99979185   -2 20 38.0
 QY0520;SPC MT       -   429,856.95  1,145,565.28   iFT  0.99979185   -2 20 38.0
 QY0520;UTM  12      - 5,026,875.290   366,580.036   MT  0.99981887   -1 12 47.7
 QY0520
 QY0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0520!SPC MT       -   0.99973616  x   0.99979185  =   0.99952807
 QY0520!UTM  12      -   0.99973616  x   0.99981887  =   0.99955508
 QY0520
 QY0520:                Primary Azimuth Mark                     Grid Az
 QY0520:SPC MT       -  BIRCH CREEK                              261 59 28.4
 QY0520:UTM  12      -  BIRCH CREEK                              260 51 38.1
 QY0520
 QY0520|---------------------------------------------------------------------|
 QY0520| PID    Reference Object                     Distance      Geod. Az  |
 QY0520|                                                           dddmmss.s |
 QY0520| QY0545 BIRCH CREEK                         APPROX. 5.2 KM 2593850.4 |
 QY0520|---------------------------------------------------------------------|
 QY0520
 QY0520                          SUPERSEDED SURVEY CONTROL
 QY0520
 QY0520  NAD 83(1986)-  45 22 57.64648(N)    112 42 15.13086(W) AD(       ) 3
 QY0520  NAD 27      -  45 22 57.92153(N)    112 42 12.04070(W) AD(       ) 3
 QY0520  NGVD 29 (07/19/86) 1693.8    (m)         5557.     (f) VERT ANG       
 QY0520
 QY0520.Superseded values are not recommended for survey control.
 QY0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0520.See file dsdata.txt to determine how the superseded data were derived.
 QY0520
 QY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6658026875(NAD 83)
 QY0520
 QY0520  HISTORY     - Date     Condition        Report By
 QY0520  HISTORY     - 1950     MONUMENTED       USGS
 QY0520  HISTORY     - 1961     GOOD             USGS
 QY0520
 QY0520                          STATION DESCRIPTION
 QY0520
 QY0520'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QY0520'STATION IS LOCATED IN SEC. 22, R 9 W, T 5 S, ABOUT 0.5 MI. NE. OF
 QY0520'BIRCH CREEK RAILROAD CROSSING ON HIGHEST POINT OF NEAR HILL.
 QY0520'
 QY0520'TO REACH STATION FROM DILLON POST OFFICE, FOLLOW U.S. HIGHWAY 91 N.
 QY0520'12.3 MI. TO BIRCH CREEK ROAD.  TURN LEFT ON BIRCH CREEK ROAD AND
 QY0520'CONTINUE 3.3 MI. TO CATTLEGUARD, TURN RIGHT AND CONTINUE NORTHEASTERLY
 QY0520'0.4 MI. TO HIGHEST POINT ON CLOSEST HILL AND STATION.
 QY0520'
 QY0520'RECOVERED.
 QY0520'
 QY0520'STATION MARK--STANDARD TABLET SET IN SOLID ROCK STAMPED ---APEX 1950
 QY0520'VABM 5557---.
 QY0520'
 QY0520'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---APEX
 QY0520'NO. 1--- SET IN SOLID ROCK 33.50 FT. FROM STATION, N 86 DEG 01 MIN E.
 QY0520'
 QY0520'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---APEX
 QY0520'NO. 2--- SET IN SOLID ROCK 55.00 FT. FROM STATION, S 13 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0668 ***********************************************************************
 TH0668  DESIGNATION -  APEX
 TH0668  PID         -  TH0668
 TH0668  STATE/COUNTY-  MT/ROOSEVELT
 TH0668  USGS QUAD   -  HAY CREEK NW (1983)
 TH0668
 TH0668                         *CURRENT SURVEY CONTROL
 TH0668  ___________________________________________________________________
 TH0668* NAD 83(1992)-  48 28 41.48884(N)    105 11 47.99112(W)     ADJUSTED  
 TH0668* NAVD 88     -       814.6    (meters)    2673.     (feet)  VERTCON   
 TH0668  ___________________________________________________________________
 TH0668  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 TH0668  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 TH0668
 TH0668  HORZ ORDER  -  FIRST
 TH0668
 TH0668.The horizontal coordinates were established by classical geodetic methods
 TH0668.and adjusted by the National Geodetic Survey in July 1992..
 TH0668
 TH0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0668
 TH0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0668
 TH0668.The geoid height was determined by GEOID03.
 TH0668
 TH0668;                    North         East     Units Scale Factor Converg.
 TH0668;SPC MT       -   478,583.893   917,910.450   MT  0.99972172   +3 08 52.5
 TH0668;SPC MT       - 1,570,157.13  3,011,517.22   iFT  0.99972172   +3 08 52.5
 TH0668;UTM  13      - 5,369,470.104   485,465.824   MT  0.99960260   -0 08 50.1
 TH0668
 TH0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0668!SPC MT       -   0.99987508  x   0.99972172  =   0.99959683
 TH0668!UTM  13      -   0.99987508  x   0.99960260  =   0.99947773
 TH0668
 TH0668|---------------------------------------------------------------------|
 TH0668| PID    Reference Object                     Distance      Geod. Az  |
 TH0668|                                                           dddmmss.s |
 TH0668| CQ6961 APEX RM 1                            19.300 METERS 00740     |
 TH0668| CQ6960 APEX AZ MK                                         1933845.1 |
 TH0668| CQ6962 APEX RM 2                            25.710 METERS 28238     |
 TH0668|---------------------------------------------------------------------|
 TH0668
 TH0668                          SUPERSEDED SURVEY CONTROL
 TH0668
 TH0668  NAD 83(1986)-  48 28 41.49076(N)    105 11 47.98500(W) AD(       ) 1
 TH0668  NAD 27      -  48 28 41.41158(N)    105 11 46.04690(W) AD(       ) 1
 TH0668  NGVD 29 (07/19/86)  814.0    (m)         2671.     (f) VERT ANG       
 TH0668
 TH0668.Superseded values are not recommended for survey control.
 TH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0668.See file dsdata.txt to determine how the superseded data were derived.
 TH0668
 TH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP8546669470(NAD 83)
 TH0668_MARKER: DS = TRIANGULATION STATION DISK
 TH0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0668
 TH0668  HISTORY     - Date     Condition        Report By
 TH0668  HISTORY     - 1948     MONUMENTED       CGS
 TH0668  HISTORY     - 1949     GOOD             CGS
 TH0668
 TH0668                          STATION DESCRIPTION
 TH0668
 TH0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0668'LOCATED ABOUT 25 MILES NORTH OF POPLAR, ON THE EAST ROAD
 TH0668'RIGHT-OF-WAY, IN THE SE 1/4 SEC. 34, T. 32 N., R. 50 E., ABOUT 5
 TH0668'MILES NORTH OF THE POPLAR RIVER, AT THE APEX OF THE FIRST HIGH RIDGE
 TH0668'NORTH OF THE POPLAR RIVER, 47 FEET EAST OF THE APPROXIMATE
 TH0668'CENTERLINE OF A GRAVELED ROAD, 17 FEET NORTH OF A WITNESS POST, AND 8
 TH0668'FEET WEST OF A WIRE FENCE.  IT PROJECTS 10 INCHES, AND THE DISK
 TH0668'IS STAMPED APEX 1948.
 TH0668'
 TH0668'REFERENCE MARK NO. 1 IS 63.32 FEET NORTH OF THE STATION, 41 FEET EAST
 TH0668'OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, AND 3 FEET WEST
 TH0668'OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 TH0668'APEX NO 1 1948.
 TH0668'
 TH0668'REFERENCE MARK NO. 2 IS 84.35 FEET WEST OF THE STATION, 35 FEET WEST
 TH0668'OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, AND 2 FEET EAST
 TH0668'OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED APEX
 TH0668'NO 2 1948.
 TH0668'
 TH0668'THE AZIMUTH MARK IS APPROXIMATELY 1.3 MILE SOUTH OF THE STATION, 37
 TH0668'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, 32
 TH0668'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, AND
 TH0668'3.6 FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS 8 INCHES, AND
 TH0668'THE DISK IS STAMPED APEX 1948.
 TH0668'
 TH0668'TO REACH THE STATION FROM THE CATHOLIC CHURCH AT THE NORTH EDGE OF
 TH0668'POPLAR, GO NORTH ON A GRAVELED ROAD FOR 22.35 MILES TO THE BRIDGE
 TH0668'ACROSS THE POPLAR RIVER.  CONTINUE NORTHERLY ON THE GRAVELED ROAD
 TH0668'FOR 4.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 TH0668'CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 1.3 MILE TO THE
 TH0668'STATION ON THE RIGHT AS DESCRIBED.
 TH0668
 TH0668                          STATION RECOVERY (1949)
 TH0668
 TH0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TH0668'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 TH0668'ORIGINAL DESCRIPTION IS ADEQUATE.  THIS STATION WAS NOT OCCUPIED BY
 TH0668'AN OBSERVING PARTY IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0780 ***********************************************************************
 TN0780  DESIGNATION -  APGAR LOOKOUT
 TN0780  PID         -  TN0780
 TN0780  STATE/COUNTY-  MT/FLATHEAD
 TN0780  USGS QUAD   -  MC GEE MEADOW (1994)
 TN0780
 TN0780                         *CURRENT SURVEY CONTROL
 TN0780  ___________________________________________________________________
 TN0780* NAD 83(1992)-  48 31 05.10272(N)    114 01 14.12346(W)     ADJUSTED  
 TN0780* NAVD 88     -                                                        
 TN0780  ___________________________________________________________________
 TN0780  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 TN0780  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0780
 TN0780  HORZ ORDER  -  THIRD
 TN0780
 TN0780.The horizontal coordinates were established by classical geodetic methods
 TN0780.and adjusted by the National Geodetic Survey in July 1992..
 TN0780
 TN0780
 TN0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0780
 TN0780.The geoid height was determined by GEOID03.
 TN0780
 TN0780;                    North         East     Units Scale Factor Converg.
 TN0780;SPC MT       -   483,915.417   266,313.043   MT  0.99973998   -3 18 24.6
 TN0780;SPC MT       - 1,587,649.01    873,730.46   iFT  0.99973998   -3 18 24.6
 TN0780;UTM  11      - 5,378,172.896   720,004.182   MT  1.00019471   +2 13 58.7
 TN0780;UTM  12      - 5,378,292.270   276,955.388   MT  1.00021126   -2 15 49.9
 TN0780
 TN0780                          SUPERSEDED SURVEY CONTROL
 TN0780
 TN0780  NAD 83(1986)-  48 31 05.11315(N)    114 01 14.12199(W) AD(       ) 4
 TN0780  NAD 27      -  48 31 05.23415(N)    114 01 10.69340(W) AD(       ) 3
 TN0780
 TN0780.Superseded values are not recommended for survey control.
 TN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0780.See file dsdata.txt to determine how the superseded data were derived.
 TN0780
 TN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP2000478173(NAD 83)
 TN0780
 TN0780  HISTORY     - Date     Condition        Report By
 TN0780  HISTORY     - UNK      MONUMENTED
 TN0780  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TN0780
 TN0780                          STATION DESCRIPTION
 TN0780
 TN0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TN0780'THE STATION WAS RECOVERED.  THE LOOKOUT HOUSE APPEARS TO BE
 TN0780'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0828 ***********************************************************************
 TM0828  DESIGNATION -  ARENA
 TM0828  PID         -  TM0828
 TM0828  STATE/COUNTY-  MT/PONDERA
 TM0828  USGS QUAD   -  ROBERE (1968)
 TM0828
 TM0828                         *CURRENT SURVEY CONTROL
 TM0828  ___________________________________________________________________
 TM0828* NAD 83(1992)-  48 20 16.68295(N)    112 33 47.59255(W)     ADJUSTED  
 TM0828* NAVD 88     -      1226.3    (meters)    4023.     (feet)  VERTCON   
 TM0828  ___________________________________________________________________
 TM0828  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 TM0828  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 TM0828
 TM0828  HORZ ORDER  -  SECOND
 TM0828
 TM0828.The horizontal coordinates were established by classical geodetic methods
 TM0828.and adjusted by the National Geodetic Survey in July 1992..
 TM0828
 TM0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0828
 TM0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0828
 TM0828.The geoid height was determined by GEOID03.
 TM0828
 TM0828;                    North         East     Units Scale Factor Converg.
 TM0828;SPC MT       -   458,699.300   373,037.890   MT  0.99966150   -2 14 26.7
 TM0828;SPC MT       - 1,504,918.96  1,223,877.59   iFT  0.99966150   -2 14 26.7
 TM0828;UTM  12      - 5,355,045.767   384,156.121   MT  0.99976488   -1 10 04.7
 TM0828
 TM0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0828!SPC MT       -   0.99981012  x   0.99966150  =   0.99947168
 TM0828!UTM  12      -   0.99981012  x   0.99976488  =   0.99957504
 TM0828
 TM0828:                Primary Azimuth Mark                     Grid Az
 TM0828:SPC MT       -  MOUNTAIN STS TT CO MICROWAVE             093 33 10.5
 TM0828:UTM  12      -  MOUNTAIN STS TT CO MICROWAVE             092 28 48.5
 TM0828
 TM0828|---------------------------------------------------------------------|
 TM0828| PID    Reference Object                     Distance      Geod. Az  |
 TM0828|                                                           dddmmss.s |
 TM0828| TM0805 MOUNTAIN STS TT CO MICROWAVE        APPROX.39.2 KM 0911843.8 |
 TM0828| TM0824 VALIER MUNICIPAL TANK               APPROX.23.0 KM 0992911.7 |
 TM0828| CN3882 ARENA RM 1                           15.935 METERS 11525     |
 TM0828| CN3881 ARENA AZ MK                                        1220754.2 |
 TM0828| CN3883 ARENA RM 2                           32.499 METERS 21112     |
 TM0828|---------------------------------------------------------------------|
 TM0828
 TM0828                          SUPERSEDED SURVEY CONTROL
 TM0828
 TM0828  NAD 83(1986)-  48 20 16.69007(N)    112 33 47.58647(W) AD(       ) 2
 TM0828  NAD 27      -  48 20 16.77666(N)    112 33 44.39582(W) AD(       ) 2
 TM0828  NGVD 29 (07/19/86) 1225.2    (m)         4020.     (f) VERT ANG       
 TM0828
 TM0828.Superseded values are not recommended for survey control.
 TM0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0828.See file dsdata.txt to determine how the superseded data were derived.
 TM0828
 TM0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU8415655046(NAD 83)
 TM0828_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0828
 TM0828  HISTORY     - Date     Condition        Report By
 TM0828  HISTORY     - 1964     MONUMENTED       CGS
 TM0828
 TM0828                          STATION DESCRIPTION
 TM0828
 TM0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0828'THE STATION IS ABOUT 14-1/2 MILES WEST-NORTHWEST OF VALIER,
 TM0828'13-1/2 MILES EAST-NORTHEAST OF HEART BUTTE, 1/2 MILE WEST OF
 TM0828'U.S. HIGHWAY 29, ON THE SOUTHWEST END OF A LOW NORTHEAST-SOUTHWEST
 TM0828'RIDGE.
 TM0828'
 TM0828'TO REACH THE STATION FROM THE STOP LIGHT IN VALIER, GO WEST
 TM0828'ON SECONDARY HIGHWAY 216 FOR 13.7 MILES TO THE JUNCTION WITH
 TM0828'U.S. HIGHWAY 89.  TURN RIGHT AND GO NORTHWESTERLY ON U.S. HIGHWAY
 TM0828'89 FOR 1.9 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 TM0828'AHEAD ON THE HIGHWAY FOR 0.3 MILE TO A TRACK ROAD ON THE LEFT
 TM0828'AND THE ARENA SCHOOL ON THE RIGHT.  TURN LEFT AND GO WESTERLY
 TM0828'ON TRACK ROAD FOR 0.2 MILE TO A WIRE GATE ON THE LEFT, TURN
 TM0828'LEFT THROUGH THE GATE THEN RIGHT ALONG THE SOUTH SIDE OF
 TM0828'FENCE ON TRACK ROAD FOR 0.2 MILE TO THE TOP OF THE RIDGE AND
 TM0828'THE STATION ON THE LEFT.
 TM0828'
 TM0828'THE STATION MARK IS A STANDARD DISK, STAMPED ARENA 1964, SET
 TM0828'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 TM0828'INCHES.  IT IS 300 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 67
 TM0828'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD.
 TM0828'
 TM0828'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARENA NO 1 1964,
 TM0828'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0828'2 INCHES.  IT IS 96 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 TM0828'ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 TM0828'
 TM0828'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARENA NO 2 1964,
 TM0828'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0828'2 INCHES.  IT IS 100 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 TM0828'ROAD AND 3.8 FEET LOWER THAN THE STATION.
 TM0828'
 TM0828'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARENA 1964, SET IN
 TM0828'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 TM0828'IT IS 40.3 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 89, 3.6
 TM0828'FEET NORTH OF A POWER LINE GUY POLE AND 1.9 FEET SOUTH OF A
 TM0828'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0902 ***********************************************************************
 TM0902  DESIGNATION -  ARGOSY
 TM0902  PID         -  TM0902
 TM0902  STATE/COUNTY-  MT/FLATHEAD
 TM0902  USGS QUAD   -  GABLE PEAKS (1994)
 TM0902
 TM0902                         *CURRENT SURVEY CONTROL
 TM0902  ___________________________________________________________________
 TM0902* NAD 83(1992)-  48 00 12.58456(N)    113 14 22.67090(W)     ADJUSTED  
 TM0902* NAVD 88     -      2486.4    (meters)    8157.     (feet)  VERTCON   
 TM0902  ___________________________________________________________________
 TM0902  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 TM0902  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 TM0902
 TM0902  HORZ ORDER  -  THIRD
 TM0902
 TM0902.The horizontal coordinates were established by classical geodetic methods
 TM0902.and adjusted by the National Geodetic Survey in July 1992..
 TM0902
 TM0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0902
 TM0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0902
 TM0902.The geoid height was determined by GEOID03.
 TM0902
 TM0902;                    North         East     Units Scale Factor Converg.
 TM0902;SPC MT       -   423,741.711   321,181.185   MT  0.99954258   -2 44 08.0
 TM0902;SPC MT       - 1,390,228.71  1,053,744.05   iFT  0.99954258   -2 44 08.0
 TM0902;UTM  12      - 5,319,115.786   332,949.304   MT  0.99994291   -1 39 53.4
 TM0902
 TM0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0902!SPC MT       -   0.99961252  x   0.99954258  =   0.99915528
 TM0902!UTM  12      -   0.99961252  x   0.99994291  =   0.99955546
 TM0902
 TM0902:                Primary Azimuth Mark                     Grid Az
 TM0902:SPC MT       -  PENTAGON                                 137 17 13.0
 TM0902:UTM  12      -  PENTAGON                                 136 12 58.4
 TM0902
 TM0902|---------------------------------------------------------------------|
 TM0902| PID    Reference Object                     Distance      Geod. Az  |
 TM0902|                                                           dddmmss.s |
 TM0902| ST0550 PENTAGON                            APPROX.12.1 KM 1343305.0 |
 TM0902|---------------------------------------------------------------------|
 TM0902
 TM0902                          SUPERSEDED SURVEY CONTROL
 TM0902
 TM0902  NAD 83(1986)-  48 00 12.59436(N)    113 14 22.66022(W) AD(       ) 3
 TM0902  NAD 27      -  48 00 12.76440(N)    113 14 19.37381(W) AD(       ) 3
 TM0902  NGVD 29 (07/19/86) 2485.1    (m)         8153.     (f) VERT ANG       
 TM0902
 TM0902.Superseded values are not recommended for survey control.
 TM0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0902.See file dsdata.txt to determine how the superseded data were derived.
 TM0902
 TM0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU3294919116(NAD 83)
 TM0902_MARKER: DD = SURVEY DISK
 TM0902_SETTING: 66 = SET IN ROCK OUTCROP
 TM0902_SP_SET: SET IN BEDROCK
 TM0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0902+STABILITY: POSITION/ELEVATION WELL
 TM0902
 TM0902  HISTORY     - Date     Condition        Report By
 TM0902  HISTORY     - 1956     MONUMENTED       USGS
 TM0902
 TM0902                          STATION DESCRIPTION
 TM0902
 TM0902'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TM0902'STATION IS LOCATED ABOUT 31.0 MI. (AIRLINE) S. OF EAST GLACIER, ON THE
 TM0902'HIGHEST POINT OF ARGOSY MOUNTAIN.  STATION REACHED BY HELICOPTER FROM
 TM0902'ESSEX, MONTANA.
 TM0902'
 TM0902'STATION MARK--STANDARD TABLET, STAMPED ---ARGOSY 1956---, AND SET IN
 TM0902'BEDROCK.
 TM0902'
 TM0902'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0939 ***********************************************************************
 SU0939  DESIGNATION -  ARM
 SU0939  PID         -  SU0939
 SU0939  STATE/COUNTY-  MT/LAKE
 SU0939  USGS QUAD   -  WILD HORSE ISLAND (1964)
 SU0939
 SU0939                         *CURRENT SURVEY CONTROL
 SU0939  ___________________________________________________________________
 SU0939* NAD 83(1992)-  47 46 00.76793(N)    114 12 33.22665(W)     ADJUSTED  
 SU0939* NAVD 88     -      1376.     (meters)    4514.     (feet)  SCALED    
 SU0939  ___________________________________________________________________
 SU0939  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 SU0939  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 SU0939
 SU0939  HORZ ORDER  -  FIRST
 SU0939
 SU0939.The horizontal coordinates were established by classical geodetic methods
 SU0939.and adjusted by the National Geodetic Survey in July 1992..
 SU0939
 SU0939.The orthometric height was scaled from a topographic map.
 SU0939
 SU0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0939
 SU0939.The geoid height was determined by GEOID03.
 SU0939
 SU0939;                    North         East     Units Scale Factor Converg.
 SU0939;SPC MT       -   401,391.794   247,388.081   MT  0.99947938   -3 26 41.4
 SU0939;SPC MT       - 1,316,902.21    811,640.69   iFT  0.99947938   -3 26 41.4
 SU0939;UTM  11      - 5,294,162.508   709,107.171   MT  1.00013735   +2 04 01.5
 SU0939
 SU0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0939!SPC MT       -   0.99978680  x   0.99947938  =   0.99926629
 SU0939!UTM  11      -   0.99978680  x   1.00013735  =   0.99992412
 SU0939
 SU0939:                Primary Azimuth Mark                     Grid Az
 SU0939:SPC MT       -  BLUE BAY                                 067 35 34.2
 SU0939:UTM  11      -  BLUE BAY                                 062 04 51.3
 SU0939
 SU0939|---------------------------------------------------------------------|
 SU0939| PID    Reference Object                     Distance      Geod. Az  |
 SU0939|                                                           dddmmss.s |
 SU0939| ST0622 BLUE BAY                            APPROX.18.5 KM 0640852.8 |
 SU0939| CH6332 ARM RM 1                             21.794 METERS 26330     |
 SU0939| CH6333 ARM RM 2                             52.028 METERS 32511     |
 SU0939| TN0820 BLACKTAIL MOUNTAIN LOOKOUT          APPROX.29.5 KM 3365332.1 |
 SU0939|---------------------------------------------------------------------|
 SU0939
 SU0939                          SUPERSEDED SURVEY CONTROL
 SU0939
 SU0939  NAD 83(1986)-  47 46 00.77942(N)    114 12 33.21350(W) AD(       ) 1
 SU0939  NAD 27      -  47 46 00.99396(N)    114 12 29.79281(W) AD(       ) 1
 SU0939
 SU0939.Superseded values are not recommended for survey control.
 SU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0939.See file dsdata.txt to determine how the superseded data were derived.
 SU0939
 SU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN0910794163(NAD 83)
 SU0939_MARKER: Z = SEE DESCRIPTION
 SU0939_SETTING: 0 = UNSPECIFIED SETTING
 SU0939
 SU0939  HISTORY     - Date     Condition        Report By
 SU0939  HISTORY     - 1935     MONUMENTED       CGS
 SU0939  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SU0939
 SU0939                          STATION DESCRIPTION
 SU0939
 SU0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 SU0939'ABOUT 7 MILES, AIRLINE, NORTH-NORTHWEST OF POLSON, ON THE
 SU0939'HIGHEST GROUND PRESUMABLY IN SEC. 6, T. 23 N., R. 20 W.  ABOUT
 SU0939'1-3/4 MILES EAST OF U.S. HIGHWAY 93.
 SU0939'
 SU0939'TO REACH FROM POLSON, GO NORTH ON U.S. HIGHWAY 93 FOR ABOUT
 SU0939'5.8 MILES TO A SECTION LINE ROAD (NOT MUCH USED) LEADING TO
 SU0939'THE EAST, TURN RIGHT (EAST) AND GO 0.5 MILE, TURN LEFT (NORTH),
 SU0939'GO 0.5 MILE, TURN RIGHT AND GO 0.2 MILE PAST SOME DESERTED
 SU0939'RANCH BUILDINGS, PASS THE BUILDINGS, TURN LEFT AND FOLLOW
 SU0939'CREST OF STATION RIDGE TO THE END OF TRUCK TRAVEL.  FROM THE
 SU0939'END OF TRUCK TRAVEL FOLLOW RIDGE TO TOP, A 20-MINUTE PACK.
 SU0939'
 SU0939'THE STATION MARK IS A STANDARD BRONZE DISK SET IN TOP OF A
 SU0939'SECTION OF CAST IRON SOIL PIPE (4 INCHES) FILLED WITH CONCRETE,
 SU0939'AND BASE OF PIPE SURROUNDED WITH CONCRETE.
 SU0939'
 SU0939'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 SU0939'DESCRIBED IN NOTE 7A.  REFERENCE MARKS ARE STANDARD BRONZE
 SU0939'DISKS SET IN BOULDERS AS DESCRIBED IN NOTE 12C.
 SU0939'
 SU0939'POLSON MAG. (1925) CAN BE SEEN FROM THIS STATION.  STATION
 SU0939'JETTE WILL SERVE AS AN AZIMUTH.
 SU0939'
 SU0939'MARKS SET AND TRIPOD BUILT.  STATION NOT OCCUPIED.
 SU0939
 SU0939                          STATION RECOVERY (1939)
 SU0939
 SU0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 SU0939'ABOUT 7 MILES NORTH-NORTHWEST OF POLSON, 6 MILES SOUTHEAST OF
 SU0939'BIG ARM, 1 MILE NORTHWEST OF THE SHORE OF FLATHEAD LAKE, AIRLINE
 SU0939'DISTANCES, ON THE HIGHEST POINT OF A ROUNDED, GRASSY PARTIALLY
 SU0939'WOODED HILL, THE EXTREME SOUTH HILL OF A CHAIN ALONG THE WEST
 SU0939'LAKE SHORE.  STATION MARK IS STAMPED ARM 1935, AND PROJECTS
 SU0939'12 INCHES.  THE BAROMETRIC ELEVATION IS 3640 FEET.  (BAROMETER
 SU0939'NO. 1.)
 SU0939'
 SU0939'TO REACH FROM POLSON, GO NORTH ON U.S. HIGHWAY 93 FOR 5.8 MILES
 SU0939'TO A SECTION LINE ROAD (NOT MUCH USED) LEADING EAST, TURN RIGHT
 SU0939'(EAST) OFF HIGHWAY ONTO THIS ROAD AND GO 0.5 MILE, TURN LEFT
 SU0939'(NORTH) AND GO 0.5 MILE, TURN RIGHT (EAST) AND GO 0.2 MILE
 SU0939'PASSING DESERTED RANCH BUILDINGS, TURN LEFT AND FOLLOW CREST
 SU0939'OF STATION RIDGE TO THE END OF TRUCK TRAVEL, THEN CLIMB NORTH
 SU0939'ALONG THE RIDGE TO THE HIGHEST POINT AND THE STATION, ABOUT
 SU0939'A 20-MINUTE PACK.
 SU0939'
 SU0939'REFERENCE MARK NO. 1 IS SET IN AN IRREGULAR SHAPED ROCK OUTCROP,
 SU0939'ABOUT 1- BY 2-FEET IN SIZE.  OUTCROP PROJECTS ABOUT 8 INCHES
 SU0939'AND IS TWO FEET LOWER THAN THE STATION.  THE MARK IS STAMPED
 SU0939'ARM NO. 1 1935.
 SU0939'
 SU0939'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST EDGE OF AN IRREGULAR
 SU0939'OUTCROP, ABOUT 3- BY 3-FEET IN SIZE.  OUTCROP IS FLUSH WITH
 SU0939'SURFACE, 13 FEET NORTHWEST OF A SMALL PINE TREE, 2-1/2 FEET
 SU0939'LOWER THAN THE STATION.  THE MARK IS STAMPED ARM NO. 2 1935.
 SU0939'
 SU0939'THERE IS NO WITNESS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1075 ***********************************************************************
 SR1075  DESIGNATION -  ARMEL
 SR1075  PID         -  SR1075
 SR1075  STATE/COUNTY-  MT/FERGUS
 SR1075  USGS QUAD   -  HESSLER RIDGE (1954)
 SR1075
 SR1075                         *CURRENT SURVEY CONTROL
 SR1075  ___________________________________________________________________
 SR1075* NAD 83(1992)-  47 36 28.17011(N)    108 39 04.74037(W)     ADJUSTED  
 SR1075* NAVD 88     -       893.1    (meters)    2930.     (feet)  VERTCON   
 SR1075  ___________________________________________________________________
 SR1075  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 SR1075  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 SR1075
 SR1075  HORZ ORDER  -  FIRST
 SR1075
 SR1075.The horizontal coordinates were established by classical geodetic methods
 SR1075.and adjusted by the National Geodetic Survey in July 1992..
 SR1075
 SR1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1075
 SR1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1075
 SR1075.The geoid height was determined by GEOID03.
 SR1075
 SR1075;                    North         East     Units Scale Factor Converg.
 SR1075;SPC MT       -   373,459.092   663,775.227   MT  0.99944660   +0 37 14.9
 SR1075;SPC MT       - 1,225,259.49  2,177,740.25   iFT  0.99944660   +0 37 14.9
 SR1075;UTM  12      - 5,275,385.874   676,520.470   MT  0.99998292   +1 44 06.2
 SR1075
 SR1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1075!SPC MT       -   0.99986236  x   0.99944660  =   0.99930904
 SR1075!UTM  12      -   0.99986236  x   0.99998292  =   0.99984528
 SR1075
 SR1075:                Primary Azimuth Mark                     Grid Az
 SR1075:SPC MT       -  LITTLE ROCKIES HIGHEST PEAK              013 25 41.4
 SR1075:UTM  12      -  LITTLE ROCKIES HIGHEST PEAK              012 18 50.1
 SR1075
 SR1075|---------------------------------------------------------------------|
 SR1075| PID    Reference Object                     Distance      Geod. Az  |
 SR1075|                                                           dddmmss.s |
 SR1075| SR1071 LITTLE ROCKIES HIGHEST PEAK         APPROX.37.9 KM 0140256.3 |
 SR1075| CQ4522 ARMEL RM 1                           11.198 METERS 09630     |
 SR1075| CQ4521 ARMEL AZ MK                                        1044301.2 |
 SR1075| CQ4523 ARMEL RM 2                            9.224 METERS 16151     |
 SR1075|---------------------------------------------------------------------|
 SR1075
 SR1075                          SUPERSEDED SURVEY CONTROL
 SR1075
 SR1075  NAD 83(1986)-  47 36 28.16534(N)    108 39 04.72503(W) AD(       ) 1
 SR1075  NAD 27      -  47 36 28.19500(N)    108 39 02.18200(W) AD(       ) 1
 SR1075  NGVD 29 (07/19/86)  892.4    (m)         2928.     (f) VERT ANG       
 SR1075
 SR1075.Superseded values are not recommended for survey control.
 SR1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1075.See file dsdata.txt to determine how the superseded data were derived.
 SR1075
 SR1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT7652075386(NAD 83)
 SR1075_MARKER: DS = TRIANGULATION STATION DISK
 SR1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1075
 SR1075  HISTORY     - Date     Condition        Report By
 SR1075  HISTORY     - 1889     MONUMENTED       MORC
 SR1075  HISTORY     - 1948     GOOD             CGS
 SR1075  HISTORY     - 1953     GOOD             USGS
 SR1075
 SR1075                          STATION DESCRIPTION
 SR1075
 SR1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SR1075'STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF ROY, ABOUT
 SR1075'2.5 MILES SOUTHEAST OF THE MOUTH OF ARMELLS CREEK, ABOUT 2
 SR1075'MILES SOUTH OF THE MISSOURI RIVER, 100 YARDS NORTHWEST OF A TRACK
 SR1075'ROAD, AND ON THE HIGHEST GROUND IN THE VICINITY.
 SR1075'
 SR1075'TO REACH STATION FROM THE INTERSECTION AT THE EDGE OF ROY,
 SR1075'GO NORTH ACROSS RAILROAD TRACKS, TURN RIGHT AND GO EAST FOR 3.2
 SR1075'MILES TO A T-ROAD LEFT, TURN LEFT AND GO 5.1 MILES TO A FORK,
 SR1075'TAKE LEFT FORK AND GO 2.4 MILES TO A RANCH AND A RESERVOIR,
 SR1075'CONTINUE STRAIGHT AHEAD FOR 1.8 MILES TO A CROSSROAD, TURN
 SR1075'RIGHT AND GO 4.7 MILES TO A FORK, TAKE LEFT FORK AND GO 6.3
 SR1075'MILES TO A FENCE GAP, PASS THROUGH GAP AND GO 1.3 MILES TO A
 SR1075'RANCH HOUSE AND A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 SR1075'NORTH AND EAST FOR 4.8 MILES, PASSING TWO GAME REFUGE SIGNS,
 SR1075'TO A FORK, TAKE RIGHT FORK AND GO 0.7 MILE TO STATION ON
 SR1075'LEFT.
 SR1075'
 SR1075'STATION IS 8 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 SR1075'MORC STATION MARK BOLTED ON THE TOP OF A 5-INCH IRON PIPE.
 SR1075'THE MARK PROJECTS 14 INCHES.
 SR1075'
 SR1075'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SR1075'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1075'4 INCHES, AND THE DISK IS STAMPED ARMEL MORC NO 1 1948.
 SR1075'
 SR1075'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 SR1075'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1075'5 INCHES, AND THE DISK IS STAMPED ARMEL MORC NO 2 1948.
 SR1075'
 SR1075'AZIMUTH MARK IS 0.3 MILE FROM STATION, 60 FEET NORTH OF A
 SR1075'TRACK ROAD, AND 3 FEET WEST OF A WITNESS POST.  IT IS A
 SR1075'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH
 SR1075'SQUARE CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE
 SR1075'DISK IS STAMPED ARMEL MORC 1948.
 SR1075'
 SR1075'CRYSTAL (MORC), ANTELOPE, SLIPPERY ANN, SEVEN MILE, BREVIEW
 SR1075'(MORC), AND WILD WILL SEE FROM A 4-FOOT STAND.
 SR1075
 SR1075                          STATION RECOVERY (1953)
 SR1075
 SR1075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SR1075'STATION IS LOCATED ABOUT 20.0 MI. NE. OF ROY, ABOUT 2.5 MI. SE. OF THE
 SR1075'MOUTH OF ARMELS CREEK, ABOUT 2.0 MI. S. OF THE MISSOURI RIVER, 100
 SR1075'YDS. NW. OF A TRACK RD. AND ON THE HIGHEST GROUND IN THE VICINITY.
 SR1075'
 SR1075'TO REACH STATION FROM THE INTERSECTION AT THE EDGE OF ROY, GO N.
 SR1075'ACROSS RAILROAD TRACKS FOR 0.3 MI., TURN RIGHT FOR 0.25 MI., TURN
 SR1075'LEFT AND FOLLOW MAIN RD. FOR 10.2 MI. TO T-INTERSECTION ON RIGHT AND
 SR1075'SCHOOLHOUSE ON LEFT, TURN RIGHT AND GO FOR 1.9 MI. TO A CROSSROAD,
 SR1075'CONTINUE STRAIGHT AHEAD FOR 2.9 MI. TO A FORK, TAKE MAIN RD. TO LEFT
 SR1075'FOR 0.3 MI. TO A FORK, CONTINUE ON MAIN RD. STRAIGHT AHEAD FOR 1.3
 SR1075'MI. TO A FORK, CONTINUE ON MAIN RD. TO LEFT FOR 4.2 MI. TO A FENCE
 SR1075'AND CATTLEGUARD, CONTINUE AHEAD FOR 1.7 MI., PASSING THROUGH ANOTHER
 SR1075'FENCE AND CATTLEGUARD, TO RANCH HOUSE ON LEFT, CONTINUE N. AND E. FOR
 SR1075'4.8 MI., PASSING TWO GAME REFUGE SIGNS, TO A FORK, TAKE RIGHT FORK FOR
 SR1075'0.7 MI., TURN LEFT OFF RD. AND FOLLOW RIDGE FOR 100 YDS. TO HIGHEST
 SR1075'POINT AND STATION.  STATION IS 8 FT. E. OF A WITNESS POST.
 SR1075'
 SR1075'STATION MARK--A STANDARD MORC STATION MARK BOLTED ON THE TOP OF A
 SR1075'5 IN. IRON PIPE.  THE MARK PROJECTS 14 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0563 ***********************************************************************
 RU0563  DESIGNATION -  ARMELLS
 RU0563  PID         -  RU0563
 RU0563  STATE/COUNTY-  MT/ROSEBUD
 RU0563  USGS QUAD   -  SHEEP CREEK CAMP (1971)
 RU0563
 RU0563                         *CURRENT SURVEY CONTROL
 RU0563  ___________________________________________________________________
 RU0563* NAD 83(1992)-  46 02 25.08202(N)    106 44 31.14467(W)     ADJUSTED  
 RU0563* NAVD 88     -      1015.6    (meters)    3332.     (feet)  VERTCON   
 RU0563  ___________________________________________________________________
 RU0563  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 RU0563  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 RU0563
 RU0563  HORZ ORDER  -  SECOND
 RU0563
 RU0563.The horizontal coordinates were established by classical geodetic methods
 RU0563.and adjusted by the National Geodetic Survey in July 1992..
 RU0563
 RU0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0563
 RU0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0563
 RU0563.The geoid height was determined by GEOID03.
 RU0563
 RU0563;                    North         East     Units Scale Factor Converg.
 RU0563;SPC MT       -   202,712.022   813,346.495   MT  0.99953525   +2 01 03.0
 RU0563;SPC MT       -   665,065.69  2,668,459.63   iFT  0.99953525   +2 01 03.0
 RU0563;UTM  13      - 5,100,000.324   365,212.786   MT  0.99982334   -1 15 14.8
 RU0563
 RU0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0563!SPC MT       -   0.99984319  x   0.99953525  =   0.99937851
 RU0563!UTM  13      -   0.99984319  x   0.99982334  =   0.99966655
 RU0563
 RU0563|---------------------------------------------------------------------|
 RU0563| PID    Reference Object                     Distance      Geod. Az  |
 RU0563|                                                           dddmmss.s |
 RU0563| CQ4524 ARMELLS RM 1                         10.133 METERS 06138     |
 RU0563| RU0561 VASSAU                              APPROX. 9.6 KM 0903312.4 |
 RU0563| CQ4960 ARMELLS RM 2                         10.275 METERS 31105     |
 RU0563|---------------------------------------------------------------------|
 RU0563
 RU0563                          SUPERSEDED SURVEY CONTROL
 RU0563
 RU0563  NAD 83(1986)-  46 02 25.07130(N)    106 44 31.12253(W) AD(       ) 2
 RU0563  NAD 27      -  46 02 25.09643(N)    106 44 28.99930(W) AD(       ) 2
 RU0563  NGVD 29 (07/19/86) 1014.9    (m)         3330.     (f) VERT ANG       
 RU0563
 RU0563.Superseded values are not recommended for survey control.
 RU0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0563.See file dsdata.txt to determine how the superseded data were derived.
 RU0563
 RU0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM6521300000(NAD 83)
 RU0563_MARKER: DD = SURVEY DISK
 RU0563_SETTING: 0 = UNSPECIFIED SETTING
 RU0563
 RU0563  HISTORY     - Date     Condition        Report By
 RU0563  HISTORY     - 1971     MONUMENTED       USGS
 RU0563
 RU0563                          STATION DESCRIPTION
 RU0563
 RU0563'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DH)
 RU0563'THE STATION IS LOCATED SOUTH 10 DEGREES WEST, ABOUT 16 MILES FROM
 RU0563'FORSYTH, MONTANA, ON A ROCKY RIDGE ABOUT 3 MILES WEST OF ARMELLS
 RU0563'CREEK ON LAND OWNED BY HOWARD VASSAU IN SECTION 3, TOWNSHIP 3
 RU0563'NORTH, RANGE 40 EAST.
 RU0563'
 RU0563'TO REACH FROM INTERSECTION OF INTERSTATE 94 AND STATE SECONDARY
 RU0563'ROAD 315 (COLSTRIP ROAD) GO SOUTH ON STATE SECONDARY ROAD 315, 18.8
 RU0563'MILES TO CATTLEGUARD ON RIGHT.  TURN RIGHT (WEST) ON TRACK ROAD
 RU0563'AND GO 0.3 MILES TO ROAD FORK.  TAKE LEFT FORK (WEST) AND GO 1.5
 RU0563'MILES TO ROAD SOUTH TO A POND.  CONTINUE WEST ON MAIN ROAD 0.7
 RU0563'MILES TO A CATTLEGUARD.  GO WEST 0.2 MILES TO A DIM ROAD FORK AT
 RU0563'TOP OF EARTH CUT FOR A SMALL STOCK TANK.  TURN RIGHT (NORTHWEST) ON
 RU0563'DIM TRACK AND GO 0.6 MILES TO ROAD FORK LEFT.  CONTINUE STRAIGHT
 RU0563'AHEAD (NORTH) AND GO 0.2 MILES TO A GATE.  THROUGH GATE TAKE DIM
 RU0563'ROAD FORK LEFT AND GO 0.15 MILES WEST TO STATION.
 RU0563'
 RU0563'THE STATION AND REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED TO
 RU0563'COPPER COATED STEEL RODS, DRIVEN TO REFUSAL AT THE DEPTHS INDICATED
 RU0563'AND CENTERED IN GRAVEL FILLED WHITE PLASTIC PIPES WHICH ARE 6
 RU0563'INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE GROUND.
 RU0563'
 RU0563'STATION MARK--THE ROD WAS DRIVEN 10 FEET.  THE TABLET STAMPED
 RU0563'ARMELLS ET 1971.  IT IS SET 8 FEET SOUTH OF USGS WITNESS SIGN ON
 RU0563'METAL POST.
 RU0563'
 RU0563'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 8.5 FEET, THE TABLET
 RU0563'STAMPED ARMELLS ET 1971 NO. 1.
 RU0563'
 RU0563'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 10 FEET, THE TABLET
 RU0563'STAMPED ARMELLS ET 1971 NO. 2.
 RU0563'
 RU0563'STATION VASSAU ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 RU0563'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 RU0563'FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0555 ***********************************************************************
 TL0555  DESIGNATION -  ARMSTRONG
 TL0555  PID         -  TL0555
 TL0555  STATE/COUNTY-  MT/LIBERTY
 TL0555  USGS QUAD   -  CARLSON COULEE (1970)
 TL0555
 TL0555                         *CURRENT SURVEY CONTROL
 TL0555  ___________________________________________________________________
 TL0555* NAD 83(1992)-  48 13 05.00076(N)    111 11 40.77835(W)     ADJUSTED  
 TL0555* NAVD 88     -      1028.9    (meters)    3376.     (feet)  VERTCON   
 TL0555  ___________________________________________________________________
 TL0555  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 TL0555  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 TL0555
 TL0555  HORZ ORDER  -  SECOND
 TL0555
 TL0555.The horizontal coordinates were established by classical geodetic methods
 TL0555.and adjusted by the National Geodetic Survey in July 1992..
 TL0555
 TL0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0555
 TL0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0555
 TL0555.The geoid height was determined by GEOID03.
 TL0555
 TL0555;                    North         East     Units Scale Factor Converg.
 TL0555;SPC MT       -   442,293.547   474,127.520   MT  0.99961487   -1 14 22.7
 TL0555;SPC MT       - 1,451,094.31  1,555,536.48   iFT  0.99961487   -1 14 22.7
 TL0555;UTM  12      - 5,340,554.995   485,540.491   MT  0.99960257   -0 08 42.6
 TL0555
 TL0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0555!SPC MT       -   0.99984110  x   0.99961487  =   0.99945603
 TL0555!UTM  12      -   0.99984110  x   0.99960257  =   0.99944373
 TL0555
 TL0555                          SUPERSEDED SURVEY CONTROL
 TL0555
 TL0555  NAD 83(1986)-  48 13 05.00038(N)    111 11 40.76939(W) AD(       ) 2
 TL0555  NAD 27      -  48 13 05.07082(N)    111 11 37.84720(W) AD(       ) 2
 TL0555  NGVD 29 (07/19/86) 1028.0    (m)         3373.     (f) VERT ANG       
 TL0555
 TL0555.Superseded values are not recommended for survey control.
 TL0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0555.See file dsdata.txt to determine how the superseded data were derived.
 TL0555
 TL0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU8554040555(NAD 83)
 TL0555_MARKER: DS = TRIANGULATION STATION DISK
 TL0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0555+STABILITY: SURFACE MOTION
 TL0555
 TL0555  HISTORY     - Date     Condition        Report By
 TL0555  HISTORY     - 1964     MONUMENTED       CGS
 TL0555
 TL0555                          STATION DESCRIPTION
 TL0555
 TL0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0555'THE STATION IS LOCATED ABOUT 24 MILES SOUTHWEST OF CHESTER,
 TL0555'ON THE HIGH POINT OF A DIVIDE BETWEEN PONDERA CREEK AND BASIN
 TL0555'COULEE.  THE LAND IS OWNED AND OCCUPIED BY MRS VIOLET ARMSTRONG.
 TL0555'
 TL0555'TO REACH THE STATION FROM CHESTER, GO WEST ON U.S. HIGHWAY
 TL0555'NO. 2 FOR 5.0 MILES TO A CROSSROAD AT THE RAILROAD STATION
 TL0555'AND GRAIN ELEVATORS AT TIBER.  GO SOUTH ON THE TIBER STATE
 TL0555'PARK ROAD (GRAVELED) FOR 12.35 MILES TO A FORK AT A SIGN
 TL0555'TIBER RECREATION AREA.  TURN RIGHT FOR 1.0 MILE, CROSS TIBER
 TL0555'DAM AND CONTINUE SOUTHWESTERLY AND WEST ON THE MAIN GRAVELED
 TL0555'ROAD FOR 2.95 MILES TO A SIDE ROAD ON THE LEFT.  THEN LEFT,
 TL0555'SOUTHERLY, FOR 3.45 MILE TO THE ARMSTRONG RANCH BUILDINGS
 TL0555'ON THE RIGHT.  CONTINUE SOUTH FOR 0.6 MILE TO A GATE, FENCE
 TL0555'CORNER AND TRACK ROAD ON THE RIGHT.  TURN RIGHT, PASS
 TL0555'THROUGH GATE, FOLLOW TRACK ROAD SOUTHWESTERLY ACROSS PASTURE
 TL0555'FOR 1.4 MILES TO ANOTHER GATE AT THE SOUTHWEST CORNER
 TL0555'OF THE PASTURE.  PASS THROUGH GATE, FOLLOW FIELD ROAD,
 TL0555'WEST, FOR 1.2 MILES TO THE NORTHWEST CORNER OF A
 TL0555'CULTIVATED FIELD.  TURN LEFT AND FOLLOW TRACK ROAD,
 TL0555'SOUTH AND SOUTHWESTERLY, FOR 0.1 MILE TO THE TOP OF A
 TL0555'GRASS COVERED HILL AND THE STATION.  THE AZIMUTH MARK
 TL0555'IS LOCATED AT A FENCE CORNER ON THE RIGHT OF THE TRACK
 TL0555'ROAD, 0.35 MILE BEFORE REACHING THE STATION.
 TL0555'
 TL0555'THE STATION MARK IS A STANDARD DISK STAMPED ARMSTRONG 1964
 TL0555'SET IN A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER.
 TL0555'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED ARMSTRONG
 TL0555'1964 SET IN A BLOCK OF CONCRETE ABOUT 3 FEET BELOW THE SURFACE
 TL0555'OF THE GROUND.
 TL0555'
 TL0555'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ARMSTRONG
 TL0555'NO 1 1964 SET IN A CONCRETE CYLINDER THAT IS 12 INCHES IN
 TL0555'DIAMETER.  IT IS ABOUT 35 FEET SOUTH OF THE STATION.
 TL0555'
 TL0555'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ARMSTRONG
 TL0555'NO 2 1964 SET IN A CONCRETE CYLINDER THAT IS 12 INCHES IN
 TL0555'DIAMETER.  IT IS ABOUT 40 FEET WEST OF THE STATION.
 TL0555'
 TL0555'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARMSTRONG 1964
 TL0555'SET IN A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER.
 TL0555'IT IS ABOUT 0.35 MILE SOUTHEAST OF THE STATION.
 TL0555'
 TL0555'THIS STATION WAS NOT OCCUPIED IN 1964.  THE FOLLOWING DESCRIPTION
 TL0555'IS FROM INFORMATION ON THE DAILY REPORT OF BUILDING FOREMAN
 TL0555'AND THE RECONNAISSANCE PARTY DESCRIPTION.
 TL0555'
 TL0555'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0562 ***********************************************************************
 RU0562  DESIGNATION -  ARNOLD
 RU0562  PID         -  RU0562
 RU0562  STATE/COUNTY-  MT/ROSEBUD
 RU0562  USGS QUAD   -  SHEEP CREEK CAMP (1971)
 RU0562
 RU0562                         *CURRENT SURVEY CONTROL
 RU0562  ___________________________________________________________________
 RU0562* NAD 83(1992)-  46 07 00.23909(N)    106 39 22.98490(W)     ADJUSTED  
 RU0562* NAVD 88     -      1085.3    (meters)    3561.     (feet)  VERTCON   
 RU0562  ___________________________________________________________________
 RU0562  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 RU0562  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 RU0562
 RU0562  HORZ ORDER  -  SECOND
 RU0562
 RU0562.The horizontal coordinates were established by classical geodetic methods
 RU0562.and adjusted by the National Geodetic Survey in July 1992..
 RU0562
 RU0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0562
 RU0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0562
 RU0562.The geoid height was determined by GEOID03.
 RU0562
 RU0562;                    North         East     Units Scale Factor Converg.
 RU0562;SPC MT       -   211,434.854   819,656.998   MT  0.99951376   +2 04 48.4
 RU0562;SPC MT       -   693,683.90  2,689,163.38   iFT  0.99951376   +2 04 48.4
 RU0562;UTM  13      - 5,108,351.057   372,012.954   MT  0.99980137   -1 11 38.4
 RU0562
 RU0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0562!SPC MT       -   0.99983228  x   0.99951376  =   0.99934612
 RU0562!UTM  13      -   0.99983228  x   0.99980137  =   0.99963368
 RU0562
 RU0562:                Primary Azimuth Mark                     Grid Az
 RU0562:SPC MT       -  HOWARD                                   001 59 44.3
 RU0562:UTM  13      -  HOWARD                                   005 16 11.1
 RU0562
 RU0562|---------------------------------------------------------------------|
 RU0562| PID    Reference Object                     Distance      Geod. Az  |
 RU0562|                                                           dddmmss.s |
 RU0562| RU0564 HOWARD                              APPROX. 7.6 KM 0040432.7 |
 RU0562| CQ4961 ARNOLD RM 1                          11.741 METERS 25718     |
 RU0562| CQ4962 ARNOLD RM 2                          12.578 METERS 35418     |
 RU0562|---------------------------------------------------------------------|
 RU0562
 RU0562                          SUPERSEDED SURVEY CONTROL
 RU0562
 RU0562  NAD 83(1986)-  46 07 00.22765(N)    106 39 22.96101(W) AD(       ) 2
 RU0562  NAD 27      -  46 07 00.24774(N)    106 39 20.84935(W) AD(       ) 2
 RU0562  NGVD 29 (07/19/86) 1084.6    (m)         3558.     (f) VERT ANG       
 RU0562
 RU0562.Superseded values are not recommended for survey control.
 RU0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0562.See file dsdata.txt to determine how the superseded data were derived.
 RU0562
 RU0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM7201308351(NAD 83)
 RU0562_MARKER: DD = SURVEY DISK
 RU0562_SETTING: 0 = UNSPECIFIED SETTING
 RU0562
 RU0562  HISTORY     - Date     Condition        Report By
 RU0562  HISTORY     - 1971     MONUMENTED       USGS
 RU0562  HISTORY     - 1988     GOOD             USAF
 RU0562
 RU0562                          STATION DESCRIPTION
 RU0562
 RU0562'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (LLS)
 RU0562'STATION IS LOCATED SOUTH 6 DEGREES EAST ABOUT 10 MILES AIRLINE
 RU0562'DISTANCE FROM FORSYTH, MONTANA, IN SECTION 8, TOWNSHIP 4 NORTH,
 RU0562'RANGE 41 EAST, ON A PROMINENT HILL KNOWN AS EAGLE BUTTE, ON LAND
 RU0562'OWNED BY HOWARD VASSAU.
 RU0562'
 RU0562'TO REACH FROM THE INTERSECTION OF FRONT STREET (U.S. HIGHWAY 10)
 RU0562'AND 10TH AVENUE IN FORSYTH, MONTANA, GO EAST ALONG U.S. HIGHWAY
 RU0562'10, 0.6 MILES TO GRAVEL ROAD SOUTH.  GO SOUTH ON GRAVEL ROAD 4.7
 RU0562'MILES TO A T-ROAD WEST AND SMALL SIGN AT GATE, FLYING X
 RU0562'RANCH-VASSAU GO RIGHT (WEST) THRU GATE, FOLLOW ROAD 1.0 MILE TO
 RU0562'VACANT RANCH.  GO TO SOUTHEAST CORNER OF CORRAL AND TAKE DIM TRAIL
 RU0562'LEFT UP POINT OF HILL 0.7 MILES SOUTHWEST TO AN EAST-WEST FENCE,
 RU0562'GO THRU GATE AND FOLLOW TRAIL 0.85 MILES SOUTHWEST TO A ROAD
 RU0562'FORK RIGHT (NORTHWEST).  CONTINUE STRAIGHT (SOUTH)
 RU0562'6.5 MILES TO NORTH SIDE OF EAGLE BUTTE, AND END OF TRUCK
 RU0562'TRAVEL.  PACK SOUTH UP SLOPE ABOUT 0.2 MILE TO TOP AND
 RU0562'STATION WHICH IS 8 FEET NORTHEAST OF USGS WITNESS SIGN ON METAL
 RU0562'POST.
 RU0562'
 RU0562'STATION MARK AND REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED
 RU0562'TO COPPER COATED STEEL RODS DRIVEN TO REFUSAL AT THE DEPTHS
 RU0562'INDICATED, AND CENTERED IN GRAVEL FILLED WHITE PLASTIC PIPES WHICH
 RU0562'ARE 6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE
 RU0562'GROUND.
 RU0562'
 RU0562'STATION MARK--THE ROD WAS DRIVEN 10 FEET, THE TABLET WAS STAMPED
 RU0562'ARNOLD ET 1971.
 RU0562'
 RU0562'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 10 FEET, THE TABLET IS
 RU0562'STAMPED ARNOLD ET 1971 NO. 1.
 RU0562'
 RU0562'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 5 FEET, THE TABLET IS
 RU0562'STAMPED ARNOLD ET 1971 NO. 2.
 RU0562'
 RU0562'STATION HOWARD ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 RU0562'AND WILL SERVE AS AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM A
 RU0562'STANDARD 5 FOOT TRIPOD.
 RU0562
 RU0562                          STATION RECOVERY (1988)
 RU0562
 RU0562'RECOVERY NOTE BY US AIR FORCE 1988 (RMP)
 RU0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0543 ***********************************************************************
 SR0543  DESIGNATION -  ARP
 SR0543  PID         -  SR0543
 SR0543  STATE/COUNTY-  MT/FERGUS
 SR0543  USGS QUAD   -  LEWISTOWN (1985)
 SR0543
 SR0543                         *CURRENT SURVEY CONTROL
 SR0543  ___________________________________________________________________
 SR0543* NAD 83(1986)-  47 02 38.     (N)    109 28 18.     (W)     SCALED    
 SR0543* NAVD 88     -      1270.221  (meters)    4167.38   (feet)  ADJUSTED  
 SR0543  ___________________________________________________________________
 SR0543  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 SR0543  DYNAMIC HT  -        1270.053 (meters)    4166.83  (feet)  COMP
 SR0543  MODELED GRAV-     980,436.7   (mgal)                       NAVD 88
 SR0543
 SR0543  VERT ORDER  -  SECOND    CLASS 0
 SR0543
 SR0543.This mark is at Lewistown Municipal Airport (LWT)
 SR0543
 SR0543.The horizontal coordinates were scaled from a topographic map and have
 SR0543.an estimated accuracy of +/- 6 seconds.
 SR0543
 SR0543.The orthometric height was determined by differential leveling
 SR0543.and adjusted by the National Geodetic Survey in June 1991..
 SR0543
 SR0543.The geoid height was determined by GEOID03.
 SR0543
 SR0543.The dynamic height is computed by dividing the NAVD 88
 SR0543.geopotential number by the normal gravity value computed on the
 SR0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0543.degrees latitude (g = 980.6199 gals.).
 SR0543
 SR0543.The modeled gravity was interpolated from observed gravity values.
 SR0543
 SR0543;                    North         East    Units  Estimated Accuracy
 SR0543;SPC MT       -   310,450.      602,150.      MT  (+/- 180 meters Scaled)
 SR0543
 SR0543                          SUPERSEDED SURVEY CONTROL
 SR0543
 SR0543  NGVD 29 (??/??/92) 1269.340  (m)         4164.49   (f) ADJ UNCH    2 0
 SR0543
 SR0543.Superseded values are not recommended for survey control.
 SR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0543.See file dsdata.txt to determine how the superseded data were derived.
 SR0543
 SR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT160111(NAD 83)
 SR0543_MARKER: DT = TOPOGRAPHIC STATION DISK
 SR0543_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SR0543_SP_SET: PAD
 SR0543_STAMPING: ARP 1952
 SR0543_MARK LOGO: CGS   
 SR0543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SR0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR0543+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 SR0543
 SR0543  HISTORY     - Date     Condition        Report By
 SR0543  HISTORY     - 1952     MONUMENTED       CGS
 SR0543  HISTORY     - 1961     GOOD             NGS
 SR0543  HISTORY     - 1969     GOOD             NGS
 SR0543  HISTORY     - 1976     GOOD             NGS
 SR0543  HISTORY     - 19900509 GOOD             NGS
 SR0543  HISTORY     - 20030520 GOOD             MTDOT
 SR0543
 SR0543                          STATION DESCRIPTION
 SR0543
 SR0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0543'2.7 MI SW FROM LEWISTOWN.
 SR0543'ABOUT 0.65 MILE SOUTHWEST ALONG U. S. HIGHWAY 87 FROM THE COUNTY
 SR0543'COURTHOUSE AT LEWISTOWN, THENCE 1.4 MILES SOUTHWEST ALONG A PAVED ROAD
 SR0543'TO THE LEWISTOWN MUNICIPAL AIRPORT, THENCE 0.65 MILE WEST-SOUTHWEST
 SR0543'ALONG A TAXI STRIP FROM THE ADMINISTRATION BUILDING FOR THE AIRPORT,
 SR0543'IN SECTION 21, T 15 N, R 18 E, 277 FEET NORTHWEST OF THE CENTER LINE
 SR0543'OF A NORTHEAST-SOUTHWEST TAXI STRIP, SET IN THE TOP OF THE CENTER OF A
 SR0543'CONCRETE WARM-UP AREA, AND ABOUT LEVEL WITH THE CONCRETE.
 SR0543
 SR0543                          STATION RECOVERY (1969)
 SR0543
 SR0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SR0543'RECOVERED IN GOOD CONDITION.
 SR0543
 SR0543                          STATION RECOVERY (1976)
 SR0543
 SR0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SR0543'RECOVERED IN GOOD CONDITION.
 SR0543
 SR0543                          STATION RECOVERY (1990)
 SR0543
 SR0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SR0543'THIS STATION IS LOCATED IN THE CENNTRAL SECTION OF THE LEWISTOWN MUNI
 SR0543'AIRPORT, IN THE CENTER OF A WARM-UP PAD THAT IS NOW ABANDONED.  IT IS
 SR0543'ABOUT 950 FT (289.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 SR0543'12-30, 860 FT (262.1 M) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY
 SR0543'2-20.  A STANDARD TOPOGRAPHIC DISK SET IN A DRILL HOLE IN THE CONCRETE
 SR0543'PAD AND FLUSH WITH THE SURFACE AND STAMPED ARP 1952.
 SR0543
 SR0543                          STATION RECOVERY (2003)
 SR0543
 SR0543'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (DDB)
 SR0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0005 ***********************************************************************
 TM0005  DESIGNATION -  ARP
 TM0005  PID         -  TM0005
 TM0005  STATE/COUNTY-  MT/GLACIER
 TM0005  USGS QUAD   -  SQUAW BUTTES (1966)
 TM0005
 TM0005                         *CURRENT SURVEY CONTROL
 TM0005  ___________________________________________________________________
 TM0005* NAD 83(1986)-  48 36 41.     (N)    112 22 46.     (W)     SCALED    
 TM0005* NAVD 88     -      1174.625  (meters)    3853.75   (feet)  ADJUSTED  
 TM0005  ___________________________________________________________________
 TM0005  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0005  DYNAMIC HT  -        1174.652 (meters)    3853.84  (feet)  COMP
 TM0005  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 TM0005
 TM0005  VERT ORDER  -  SECOND    CLASS 0
 TM0005
 TM0005.This mark is at Cut Bank Municipal Airport (CTB)
 TM0005
 TM0005.The horizontal coordinates were scaled from a topographic map and have
 TM0005.an estimated accuracy of +/- 6 seconds.
 TM0005
 TM0005.The orthometric height was determined by differential leveling
 TM0005.and adjusted by the National Geodetic Survey in June 1991..
 TM0005
 TM0005.The geoid height was determined by GEOID03.
 TM0005
 TM0005.The dynamic height is computed by dividing the NAVD 88
 TM0005.geopotential number by the normal gravity value computed on the
 TM0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0005.degrees latitude (g = 980.6199 gals.).
 TM0005
 TM0005.The modeled gravity was interpolated from observed gravity values.
 TM0005
 TM0005;                    North         East    Units  Estimated Accuracy
 TM0005;SPC MT       -   488,560.      387,770.      MT  (+/- 180 meters Scaled)
 TM0005
 TM0005                          SUPERSEDED SURVEY CONTROL
 TM0005
 TM0005  NGVD 29 (??/??/92) 1173.533  (m)         3850.17   (f) ADJ UNCH    2 0
 TM0005
 TM0005.Superseded values are not recommended for survey control.
 TM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0005.See file dsdata.txt to determine how the superseded data were derived.
 TM0005
 TM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU983851(NAD 83)
 TM0005_MARKER: DT = TOPOGRAPHIC STATION DISK
 TM0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TM0005_SP_SET: CONCRETE BASE
 TM0005_STAMPING: ARP 1956
 TM0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0005
 TM0005  HISTORY     - Date     Condition        Report By
 TM0005  HISTORY     - 1956     MONUMENTED       CGS
 TM0005
 TM0005                          STATION DESCRIPTION
 TM0005
 TM0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TM0005'3 MI SW FROM CUT BANK.
 TM0005'AT CUT BANK MUNICIPAL AIRPORT, GLACIER COUNTY, AT THE APPROXIMATE
 TM0005'CENTER OF THE AIRPORT, ABOUT 900 FEET NORTHWEST OF THE INTERSECTION OF
 TM0005'THE NORTHEAST-AND-SOUTHWEST RUNWAY AND THE NORTHWEST-AND-SOUTHEAST
 TM0005'RUNWAY, AT THE FOURTH RUNWAY LIGHT NORTHWEST OF THE INTERSECTION, IN
 TM0005'THE CONCRETE BASE, AND ON THE EAST SIDE OF THE NORTHWEST-AND-SOUTHEAST
 TM0005'RUNWAY.  A STANDARD TOPOGRAPHIC DISK, STAMPED ARP 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0524 ***********************************************************************
 ST0524  DESIGNATION -  ARRASTRA
 ST0524  PID         -  ST0524
 ST0524  STATE/COUNTY-  MT/POWELL
 ST0524  USGS QUAD   -  ARRASTRA MOUNTAIN (1968)
 ST0524
 ST0524                         *CURRENT SURVEY CONTROL
 ST0524  ___________________________________________________________________
 ST0524* NAD 83(1992)-  47 04 14.58344(N)    112 49 34.40582(W)     ADJUSTED  
 ST0524* NAVD 88     -      2432.3    (meters)    7980.     (feet)  VERTCON   
 ST0524  ___________________________________________________________________
 ST0524  LAPLACE CORR-           8.56  (seconds)                    DEFLEC99
 ST0524  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 ST0524
 ST0524  HORZ ORDER  -  SECOND
 ST0524
 ST0524.The horizontal coordinates were established by classical geodetic methods
 ST0524.and adjusted by the National Geodetic Survey in July 1992..
 ST0524
 ST0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0524
 ST0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0524
 ST0524.The geoid height was determined by GEOID03.
 ST0524
 ST0524;                    North         East     Units Scale Factor Converg.
 ST0524;SPC MT       -   318,794.833   347,583.913   MT  0.99939315   -2 25 59.3
 ST0524;SPC MT       - 1,045,914.81  1,140,367.17   iFT  0.99939315   -2 25 59.3
 ST0524;UTM  12      - 5,214,640.959   361,345.243   MT  0.99983628   -1 20 14.5
 ST0524
 ST0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0524!SPC MT       -   0.99962086  x   0.99939315  =   0.99901424
 ST0524!UTM  12      -   0.99962086  x   0.99983628  =   0.99945720
 ST0524
 ST0524|---------------------------------------------------------------------|
 ST0524| PID    Reference Object                     Distance      Geod. Az  |
 ST0524|                                                           dddmmss.s |
 ST0524| CN3886 ARRASTRA RM 1                        10.651 METERS 00256     |
 ST0524| CN3887 ARRASTRA RM 2                         7.648 METERS 14557     |
 ST0524| ST0581 7779=OVANDO                         APPROX.16.5 KM 2792304.2 |
 ST0524|---------------------------------------------------------------------|
 ST0524
 ST0524                          SUPERSEDED SURVEY CONTROL
 ST0524
 ST0524  NAD 83(1986)-  47 04 14.58920(N)    112 49 34.39374(W) AD(       ) 2
 ST0524  NAD 27      -  47 04 14.80470(N)    112 49 31.22630(W) AD(       ) 2
 ST0524  NGVD 29 (07/19/86) 2431.1    (m)         7976.     (f) VERT ANG       
 ST0524
 ST0524.Superseded values are not recommended for survey control.
 ST0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0524.See file dsdata.txt to determine how the superseded data were derived.
 ST0524
 ST0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT6134514641(NAD 83)
 ST0524
 ST0524  HISTORY     - Date     Condition        Report By
 ST0524  HISTORY     - 1956     MONUMENTED       CGS
 ST0524
 ST0524                          STATION DESCRIPTION
 ST0524
 ST0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 ST0524'THE STATION IS LOCATED 12 MILES NORTHWEST OF LINCOLN AND 11
 ST0524'MILES NORTH OF HELMVILLE, ON THE HIGHEST POINT IN THE VICINITY,
 ST0524'
 ST0524'TO REACH THE STATION FROM THE POST OFFICE IN HELMVILLE, GO
 ST0524'EAST ON GRAVEL ROAD FOR 1.7 MILES TO A THREE-ROAD INTERSECTION,
 ST0524'TURN LEFT AND GO NORTH FOR 6.7 MILES TO A T-ROAD, TURN RIGHT
 ST0524'AND GO 1.55 MILES TO A FORK, TAKE RIGHT ROAD AND GO 0.4 MILES
 ST0524'TO A FORK, TAKE LEFT ROAD AND GO 1.9 MILES TO A FORK, TAKE
 ST0524'LEFT ROAD AND GO 0.7 MILE TO A FORK, TAKE LEFT ROAD AND GO
 ST0524'0.4 MILE TO THE STEEL RANCH ON THE RIGHT.  FROM HERE PACK
 ST0524'HORSES AND A GUIDE MAY BE OBTAINED TO REACH THE STATION WHICH
 ST0524'LIES ABOUT 14 MILES NORTHEAST OF THE STEEL RANCH.
 ST0524'
 ST0524'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BM,
 ST0524'THE MARK PROJECTS 8 INCHES, AND THE DISK IS NOT STAMPED.
 ST0524'
 ST0524'REFERENCE MARK 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 ST0524'ARRASTRA USGS NO 1 1956.
 ST0524'
 ST0524'REFERENCE MARK 2 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 ST0524'ARRASTRA USGS NO 2 1956.
 ST0524'
 ST0524'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0696 ***********************************************************************
 QX0696  DESIGNATION -  ARROW
 QX0696  PID         -  QX0696
 QX0696  STATE/COUNTY-  MT/PARK
 QX0696  USGS QUAD   -  KNOWLES PEAK (1988)
 QX0696
 QX0696                         *CURRENT SURVEY CONTROL
 QX0696  ___________________________________________________________________
 QX0696* NAD 83(1992)-  45 20 07.27544(N)    110 33 11.66754(W)     ADJUSTED  
 QX0696* NAVD 88     -      2781.7    (meters)    9126.     (feet)  VERTCON   
 QX0696  ___________________________________________________________________
 QX0696  LAPLACE CORR-          12.67  (seconds)                    DEFLEC99
 QX0696  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 QX0696
 QX0696  HORZ ORDER  -  THIRD
 QX0696
 QX0696.The horizontal coordinates were established by classical geodetic methods
 QX0696.and adjusted by the National Geodetic Survey in July 1992..
 QX0696
 QX0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0696
 QX0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0696
 QX0696.The geoid height was determined by GEOID03.
 QX0696
 QX0696;                    North         East     Units Scale Factor Converg.
 QX0696;SPC MT       -   121,185.422   517,458.882   MT  0.99981526   -0 46 13.6
 QX0696;SPC MT       -   397,589.97  1,697,699.74   iFT  0.99981526   -0 46 13.6
 QX0696;UTM  12      - 5,020,302.177   535,005.433   MT  0.99961507   +0 19 03.9
 QX0696
 QX0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0696!SPC MT       -   0.99956547  x   0.99981526  =   0.99938081
 QX0696!UTM  12      -   0.99956547  x   0.99961507  =   0.99918070
 QX0696
 QX0696:                Primary Azimuth Mark                     Grid Az
 QX0696:SPC MT       -  BOULDER                                  080 05 26.0
 QX0696:UTM  12      -  BOULDER                                  079 00 08.5
 QX0696
 QX0696|---------------------------------------------------------------------|
 QX0696| PID    Reference Object                     Distance      Geod. Az  |
 QX0696|                                                           dddmmss.s |
 QX0696| QX0694 BOULDER                             APPROX. 5.2 KM 0791912.4 |
 QX0696|---------------------------------------------------------------------|
 QX0696
 QX0696                          SUPERSEDED SURVEY CONTROL
 QX0696
 QX0696  NAD 83(1986)-  45 20 07.26668(N)    110 33 11.65889(W) AD(       ) 3
 QX0696  NAD 27      -  45 20 07.48844(N)    110 33 08.91292(W) AD(       ) 3
 QX0696  NGVD 29 (07/19/86) 2780.4    (m)         9122.     (f) VERT ANG       
 QX0696
 QX0696.Superseded values are not recommended for survey control.
 QX0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0696.See file dsdata.txt to determine how the superseded data were derived.
 QX0696
 QX0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR3500520302(NAD 83)
 QX0696_MARKER: DD = SURVEY DISK
 QX0696_SETTING: 66 = SET IN ROCK OUTCROP
 QX0696_SP_SET: SET IN ROCK OUTCROP
 QX0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0696+STABILITY: POSITION/ELEVATION WELL
 QX0696
 QX0696  HISTORY     - Date     Condition        Report By
 QX0696  HISTORY     - 1952     MONUMENTED       USGS
 QX0696
 QX0696                          STATION DESCRIPTION
 QX0696
 QX0696'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QX0696'STATION LOCATED ABOUT 21.0 MI. (AIRLINE) N. AND 5.0 MI. (AIRLINE) E.
 QX0696'OF GARDINER, MONTANA, ON A BARE TOPPED MOUNTAIN KNOWN AS ARROW PEAK.
 QX0696'THE TOP IS A N-S. RIDGE ABOUT 100 YDS. LONG AND STEEP ON ALL SIDES.
 QX0696'IT IS LOCATED IN SEC. 6, R 10 E, T 6 S.
 QX0696'
 QX0696'TO REACH STATION FROM THE YELLOWSTONE RIVER BRIDGE IN GARDINER,
 QX0696'MONTANA, GO N. ON U.S. HIGHWAY 89 36.0 MI. TO CROSSROADS AT PRAY,
 QX0696'MONTANA, THENCE RIGHT (SE.) ON GRAVEL RD. 9.0 MI. TO EAST FORK-MILL
 QX0696'CREEK ROAD JUNCTION, THENCE LEFT (EASTERLY) 1.6 MI. TO RD. FORK,
 QX0696'THENCE LEFT (NORTHERLY) 0.5 MI. TO LOG HOUSE OF MRS. C. W. HILL AND
 QX0696'END OF TRUCK TRAVEL.  FROM HOUSE PACK NORTHERLY UP RIDGE, THENCE N-W.
 QX0696'UP RIDGE TO TOP AND STATION.  ABOUT A 3-HOUR STEEP HARD PACK.
 QX0696'
 QX0696'STATION MARK--STANDARD TABLET, SET IN ROCK ABOUT 0.8 FT. BELOW THE
 QX0696'SURFACE OF THE HIGHEST PART OF THE TOP.  THE TABLET IS STAMPED
 QX0696'---ARROW 1952---.
 QX0696'
 QX0696'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 QX0696'---ARROW NO. 1, 1952---, CEMENTED IN ROCK OUTCROP, 22.30 FT. FROM
 QX0696'STATION, N 61 DEG 15 MIN E.
 QX0696'
 QX0696'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 QX0696'---ARROW NO. 2, 1952---, CEMENTED IN ROCK OUTCROP, 26.15 FT. FROM
 QX0696'STATION, S 08 DEG 40 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1150 ***********************************************************************
 SR1150  DESIGNATION -  ARROW
 SR1150  PID         -  SR1150
 SR1150  STATE/COUNTY-  MT/FERGUS
 SR1150  USGS QUAD   -  STARVE OUT FLAT (1953)
 SR1150
 SR1150                         *CURRENT SURVEY CONTROL
 SR1150  ___________________________________________________________________
 SR1150* NAD 83(1992)-  47 41 19.16967(N)    109 48 33.01064(W)     ADJUSTED  
 SR1150* NAVD 88     -      1065.0    (meters)    3494.     (feet)  VERTCON   
 SR1150  ___________________________________________________________________
 SR1150  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 SR1150  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 SR1150
 SR1150  HORZ ORDER  -  FIRST
 SR1150
 SR1150.The horizontal coordinates were established by classical geodetic methods
 SR1150.and adjusted by the National Geodetic Survey in July 1992..
 SR1150
 SR1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1150
 SR1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1150
 SR1150.The geoid height was determined by GEOID03.
 SR1150
 SR1150;                    North         East     Units Scale Factor Converg.
 SR1150;SPC MT       -   382,141.774   576,802.173   MT  0.99946228   -0 13 34.2
 SR1150;SPC MT       - 1,253,745.98  1,892,395.58   iFT  0.99946228   -0 13 34.2
 SR1150;UTM  12      - 5,282,383.612   589,363.152   MT  0.99969813   +0 52 50.4
 SR1150
 SR1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1150!SPC MT       -   0.99983538  x   0.99946228  =   0.99929775
 SR1150!UTM  12      -   0.99983538  x   0.99969813  =   0.99953356
 SR1150
 SR1150:                Primary Azimuth Mark                     Grid Az
 SR1150:SPC MT       -  ARROW AZ MK                              082 43 36.9
 SR1150:UTM  12      -  ARROW AZ MK                              081 37 12.3
 SR1150
 SR1150|---------------------------------------------------------------------|
 SR1150| PID    Reference Object                     Distance      Geod. Az  |
 SR1150|                                                           dddmmss.s |
 SR1150| CQ4963 ARROW AZ MK                                        0823002.7 |
 SR1150| CQ4965 ARROW RM 2                           12.694 METERS 11059     |
 SR1150| CQ4964 ARROW RM 1                           13.229 METERS 29110     |
 SR1150|---------------------------------------------------------------------|
 SR1150
 SR1150                          SUPERSEDED SURVEY CONTROL
 SR1150
 SR1150  NAD 83(1986)-  47 41 19.16742(N)    109 48 32.99159(W) AD(       ) 1
 SR1150  NAD 27      -  47 41 19.23000(N)    109 48 30.30500(W) AD(       ) 1
 SR1150  NGVD 29 (07/19/86) 1064.2    (m)         3491.     (f) VERT ANG       
 SR1150
 SR1150.Superseded values are not recommended for survey control.
 SR1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1150.See file dsdata.txt to determine how the superseded data were derived.
 SR1150
 SR1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT8936382384(NAD 83)
 SR1150_MARKER: DS = TRIANGULATION STATION DISK
 SR1150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1150
 SR1150  HISTORY     - Date     Condition        Report By
 SR1150  HISTORY     - 1889     MONUMENTED       MORC
 SR1150  HISTORY     - 1949     GOOD             CGS
 SR1150  HISTORY     - 1952     GOOD             USGS
 SR1150
 SR1150                          STATION DESCRIPTION
 SR1150
 SR1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1150'STATION IS 25 MILES NORTH AND 7 MILES EAST OF DENTON, 2-1/4
 SR1150'MILES SOUTHEAST OF THE CONFLUENCE OF THE MISSOURI RIVER AND
 SR1150'ARROW CREEK AND ABOUT 1 MILE SOUTHWEST OF THE HIGHEST POINT
 SR1150'IN THE IMMEDIATE VICINITY, AND ON THE FIRST BLUFFS EAST OF
 SR1150'ARROW CREEK.
 SR1150'
 SR1150'TO REACH THE STATION FROM THE BANK AND THE POST OFFICE IN
 SR1150'DENTON, GO EAST 1.65 MILES TO A FORK, BEAR LEFT, GO NORTH
 SR1150'AND EAST 6.40 MILES TO A SIDE ROAD LEFT AT SIGNS, EVERSON,
 SR1150'BEAR SPGS., WINIFRED, TURN LEFT, GO NORTH AND EAST ON THE
 SR1150'MAIN ROAD 3.5 MILES TO A T-ROAD LEFT, BEAR LEFT AND CONTINUE
 SR1150'NORTH AND EAST 17.05 MILES TO THE END OF THE MAIN ROAD AND A
 SR1150'RANCH HOUSE AT THE BOTTOM OF A COULEE, BEAR LEFT ON A DIRT
 SR1150'ROAD FOR 0.7 MILE TO THE TOP OF A RIDGE AND A T-ROAD, TURN
 SR1150'LEFT, GO 0.3 MILE TO A GATE, TURN RIGHT, PASS THROUGH THE
 SR1150'GATE AND FOLLOW A WINDING TRACK ROAD DOWN INTO A COULEE FOR
 SR1150'1.05 MILES TO TWO OLD BUILDINGS AND A FORK, BEAR RIGHT GO
 SR1150'EASTERLY 0.5 MILE TO TWO GATES, PASS THROUGH THE GATES AND
 SR1150'CONTINUE STRAIGHT AHEAD 1.5 MILES TO A FORK, BEAR LEFT
 SR1150'0.15 MILE, BEAR LEFT AGAIN AND GO DOWN INTO A COULEE
 SR1150'FOR 0.2 MILE, BEAR RIGHT AND FOLLOW THE TRACK ROAD UP HILL
 SR1150'1.2 MILES TO A FORK AT THE TOP OF A GRADE, THENCE DOWN
 SR1150'INTO A ROUGH COULEE AND UP THE NORTH SIDE FOR 1.1 MILES,
 SR1150'AT THIS POINT TURN LEFT OFF OF THE MAIN TRAIL AND GO WEST
 SR1150'ALONG THE PLATEAU TOWARDS THE HIGHEST POINT FOR 3.5 MILES
 SR1150'TO THE AZIMUTH MARK, CONTINUE WESTERLY 0.35 MILE TO A
 SR1150'GATE, TURN LEFT AND PASS THROUGH THE GATE AND GO 0.25
 SR1150'MILE TO THE STATION.
 SR1150'
 SR1150'THE STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION
 SR1150'IRON CAP BOLTED TO THE TOP OF A 5-INCH IRON PIPE THAT PROJECTS
 SR1150'10 INCHES.
 SR1150'
 SR1150'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 SR1150'ARROW MORC NO 1 1949.
 SR1150'
 SR1150'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 SR1150'ARROW MORC NO 2 1949.
 SR1150'
 SR1150'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE
 SR1150'STATION AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 SR1150'PROJECTS 6 INCHES AND THE DISK IS STAMPED ARROW MORC 1949.
 SR1150'
 SR1150'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET
 SR1150'IN THE TOPS OF 12-INCH CONCRETE POSTS.
 SR1150'
 SR1150'A FOUR FOOT STAND AT STATION ARROW (MO. R C) WILL SEE A 10
 SR1150'FOOT TOWER AT CUT BANK AND HOPP AND A 14 FOOT TOWER AT PLATEAU
 SR1150'(MO. R C), AND FOUR FOOT STANDS AT STATIONS CENTER, JUNIPER,
 SR1150'WARRICK, JUDI AND PUP.
 SR1150
 SR1150                          STATION RECOVERY (1952)
 SR1150
 SR1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SR1150'STATION MARK--STANDARD MORC IRON CAP BOLTED TO THE TOP OF A 5 IN. IRON
 SR1150'PIPE THAT PROJECTS 10 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0409 ***********************************************************************
 QV0409  DESIGNATION -  ARROW
 QV0409  PID         -  QV0409
 QV0409  STATE/COUNTY-  MT/ROSEBUD
 QV0409  USGS QUAD   -  BLACK SPRING (1958)
 QV0409
 QV0409                         *CURRENT SURVEY CONTROL
 QV0409  ___________________________________________________________________
 QV0409* NAD 83(1992)-  45 41 27.13930(N)    106 46 22.36432(W)     ADJUSTED  
 QV0409* NAVD 88     -      1140.4    (meters)    3741.     (feet)  VERTCON   
 QV0409  ___________________________________________________________________
 QV0409  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 QV0409  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 QV0409
 QV0409  HORZ ORDER  -  THIRD
 QV0409
 QV0409.The horizontal coordinates were established by classical geodetic methods
 QV0409.and adjusted by the National Geodetic Survey in July 1992..
 QV0409
 QV0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0409
 QV0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0409
 QV0409.The geoid height was determined by GEOID03.
 QV0409
 QV0409;                    North         East     Units Scale Factor Converg.
 QV0409;SPC MT       -   163,829.177   812,309.070   MT  0.99965562   +1 59 41.6
 QV0409;SPC MT       -   537,497.30  2,665,056.00   iFT  0.99965562   +1 59 41.6
 QV0409;UTM  13      - 5,061,230.667   361,959.907   MT  0.99983427   -1 16 07.8
 QV0409
 QV0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0409!SPC MT       -   0.99982358  x   0.99965562  =   0.99947926
 QV0409!UTM  13      -   0.99982358  x   0.99983427  =   0.99965788
 QV0409
 QV0409                          SUPERSEDED SURVEY CONTROL
 QV0409
 QV0409  NAD 83(1986)-  45 41 27.12724(N)    106 46 22.34759(W) AD(       ) 3
 QV0409  NGVD 29 (02/04/91) 1139.7    (m)         3739.     (f) VERT ANG       
 QV0409
 QV0409.Superseded values are not recommended for survey control.
 QV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0409.See file dsdata.txt to determine how the superseded data were derived.
 QV0409
 QV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL6196061231(NAD 83)
 QV0409_MARKER: DS = TRIANGULATION STATION DISK
 QV0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0409+STABILITY: SURFACE MOTION
 QV0409
 QV0409  HISTORY     - Date     Condition        Report By
 QV0409  HISTORY     - 1957     MONUMENTED       USGS
 QV0409
 QV0409                          STATION DESCRIPTION
 QV0409
 QV0409'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0409'STATION IS 5 MI. N. AND 6 MI. W. OF LAME DEER, IN SEC. 3 OR 4,
 QV0409'T 2 S, R 40 E, ROSEBUD COUNTY, MONTANA, ON A SMALL BUT PROMINENT
 QV0409'BARE HILL WITH SMALL PINES SCATTERED ON THE N. AND W. SIDES.  THE
 QV0409'HILL IS NEAR THE DIVIDE OF LYNCH COULEE AND COTTONWOOD CREEK.  THE
 QV0409'STATION IS ON THE HIGHEST POINT.
 QV0409'
 QV0409'TO REACH THE STATION FROM THE CROSSROADS IN LAME DEER, GO N. 4.4 MI.
 QV0409'ALONG GRADED COUNTY RD. TO A RANCH RD. ON LEFT, TURN W., DRIVE 0.8
 QV0409'MI. (PASSING ON N. SIDE OF RANCH HOUSE AT 0.2 MI.) TO A RD. FORK,
 QV0409'TAKE RIGHT FORK AND PASS THRU GATE ON E. SIDE OF HAY PEN AFTER 0.1
 QV0409'MI., GO W. 0.5 MI. TO WIRE GATE, W. 2.2 MI. TO WIRE GATE, AND W. 1.8
 QV0409'MI. TO A POINT SE. OF PROMINENT BALD HILL, TURN NW. ACROSS PRAIRIE
 QV0409'AND DRIVE GENERALLY NW. 0.5 MI. TO A SADDLE S. OF HILL.  IF IN
 QV0409'4-WHEEL DRIVE VEHICLE, DRIVE N. 0.1 MI. TO HIGH POINT OF HILL AND
 QV0409'STATION.
 QV0409'
 QV0409'STATION MARK--STANDARD TABLET STAMPED---ARROW 1957 VABM 3739-- IN
 QV0409'CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0410 ***********************************************************************
 QV0410  DESIGNATION -  ARROW
 QV0410  PID         -  QV0410
 QV0410  STATE/COUNTY-  MT/BIG HORN
 QV0410  USGS QUAD   -  JEANS FORK SE (1967)
 QV0410
 QV0410                         *CURRENT SURVEY CONTROL
 QV0410  ___________________________________________________________________
 QV0410* NAD 83(1992)-  45 35 19.76126(N)    107 03 04.03401(W)     ADJUSTED  
 QV0410* NAVD 88     -      1218.3    (meters)    3997.     (feet)  VERTCON   
 QV0410  ___________________________________________________________________
 QV0410  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 QV0410  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 QV0410
 QV0410  HORZ ORDER  -  THIRD
 QV0410
 QV0410.The horizontal coordinates were established by classical geodetic methods
 QV0410.and adjusted by the National Geodetic Survey in July 1992..
 QV0410
 QV0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0410
 QV0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0410
 QV0410.The geoid height was determined by GEOID03.
 QV0410
 QV0410;                    North         East     Units Scale Factor Converg.
 QV0410;SPC MT       -   151,780.439   791,009.592   MT  0.99969762   +1 47 28.9
 QV0410;SPC MT       -   497,967.32  2,595,175.83   iFT  0.99969762   +1 47 28.9
 QV0410;UTM  13      - 5,050,410.668   340,005.324   MT  0.99991473   -1 27 55.8
 QV0410
 QV0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0410!SPC MT       -   0.99981132  x   0.99969762  =   0.99950900
 QV0410!UTM  13      -   0.99981132  x   0.99991473  =   0.99972607
 QV0410
 QV0410                          SUPERSEDED SURVEY CONTROL
 QV0410
 QV0410  NAD 83(1986)-  45 35 19.74761(N)    107 03 04.02115(W) AD(       ) 3
 QV0410  NGVD 29 (02/04/91) 1217.5    (m)         3994.     (f) VERT ANG       
 QV0410
 QV0410.Superseded values are not recommended for survey control.
 QV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0410.See file dsdata.txt to determine how the superseded data were derived.
 QV0410
 QV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL4000550411(NAD 83)
 QV0410_MARKER: DS = TRIANGULATION STATION DISK
 QV0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0410+STABILITY: SURFACE MOTION
 QV0410
 QV0410  HISTORY     - Date     Condition        Report By
 QV0410  HISTORY     - 1966     MONUMENTED       USGS
 QV0410
 QV0410                          STATION DESCRIPTION
 QV0410
 QV0410'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0410'STATION LOCATED ABOUT 3.5 MI. N. AND 4.5 MI. W. OF BUSBY, MONTANA,
 QV0410'AND ABOUT 18 MI. E. OF CUSTER BATTLEFIELD IN BIG HORN COUNTY.
 QV0410'
 QV0410'STATION LOCATED ON PARTIALLY WOODED TOP AT THE HEAD OF TEETH CREEK.
 QV0410'
 QV0410'TO REACH FROM BUSBY POST OFFICE, PROCEED W. ON U.S. HIGHWAY 212 8.1
 QV0410'MI. TO DIRT RD. N., PROCEED N. 6.1 MI. TO TRACK RD. E.  PROCEED E.
 QV0410'2.8 MI. TO POINT ON W. SIDE OF DRAIN.  LEAVE RD. AND PROCEED CROSS
 QV0410'COUNTRY GENERALLY S. AND E. UP DRAIN AND ONTO RIDGE 1.6 MI. TO HIGH
 QV0410'POINT AND STATION.
 QV0410'
 QV0410'STATION MARK--STANDARD TABLET, STAMPED---ARROW ET 1966---, SET
 QV0410'IN CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0271 ***********************************************************************
 SS0271  DESIGNATION -  ARROW CREEK
 SS0271  PID         -  SS0271
 SS0271  STATE/COUNTY-  MT/JUDITH BASIN
 SS0271  USGS QUAD   -  ARROW CREEK (1979)
 SS0271
 SS0271                         *CURRENT SURVEY CONTROL
 SS0271  ___________________________________________________________________
 SS0271* NAD 83(1992)-  47 20 29.53895(N)    110 10 14.17449(W)     ADJUSTED  
 SS0271* NAVD 88     -      1166.983  (meters)    3828.68   (feet)  ADJUSTED  
 SS0271  ___________________________________________________________________
 SS0271  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 SS0271  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 SS0271  DYNAMIC HT  -        1166.888 (meters)    3828.36  (feet)  COMP
 SS0271  MODELED GRAV-     980,490.3   (mgal)                       NAVD 88
 SS0271
 SS0271  HORZ ORDER  -  SECOND
 SS0271  VERT ORDER  -  SECOND    CLASS 0
 SS0271
 SS0271.The horizontal coordinates were established by classical geodetic methods
 SS0271.and adjusted by the National Geodetic Survey in July 1992..
 SS0271
 SS0271.The orthometric height was determined by differential leveling
 SS0271.and adjusted by the National Geodetic Survey in June 1991..
 SS0271
 SS0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0271
 SS0271.The geoid height was determined by GEOID03.
 SS0271
 SS0271.The dynamic height is computed by dividing the NAVD 88
 SS0271.geopotential number by the normal gravity value computed on the
 SS0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0271.degrees latitude (g = 980.6199 gals.).
 SS0271
 SS0271.The modeled gravity was interpolated from observed gravity values.
 SS0271
 SS0271;                    North         East     Units Scale Factor Converg.
 SS0271;SPC MT       -   343,741.633   549,353.031   MT  0.99940908   -0 29 26.0
 SS0271;SPC MT       - 1,127,761.26  1,802,339.34   iFT  0.99940908   -0 29 26.0
 SS0271;UTM  12      - 5,243,452.686   562,652.192   MT  0.99964824   +0 36 35.9
 SS0271
 SS0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0271!SPC MT       -   0.99981921  x   0.99940908  =   0.99922840
 SS0271!UTM  12      -   0.99981921  x   0.99964824  =   0.99946751
 SS0271
 SS0271|---------------------------------------------------------------------|
 SS0271| PID    Reference Object                     Distance      Geod. Az  |
 SS0271|                                                           dddmmss.s |
 SS0271| SS0272 ARROW CREEK RM 2                     13.582 METERS 00545     |
 SS0271| SS0270 ARROW CREEK RM 1                     12.482 METERS 07932     |
 SS0271| SS0269 ARROW CREEK AZ MK                                  1824759.2 |
 SS0271|---------------------------------------------------------------------|
 SS0271
 SS0271                          SUPERSEDED SURVEY CONTROL
 SS0271
 SS0271  NAD 83(1986)-  47 20 29.53614(N)    110 10 14.15581(W) AD(       ) 2
 SS0271  NAD 27      -  47 20 29.63120(N)    110 10 11.43080(W) AD(       ) 2
 SS0271  NGVD 29 (??/??/92) 1166.109  (m)         3825.81   (f) ADJ UNCH    2 0
 SS0271
 SS0271.Superseded values are not recommended for survey control.
 SS0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0271.See file dsdata.txt to determine how the superseded data were derived.
 SS0271
 SS0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT6265243453(NAD 83)
 SS0271_MARKER: DS = TRIANGULATION STATION DISK
 SS0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0271_STAMPING: ARROW CREEK 1961
 SS0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0271+STABILITY: SURFACE MOTION
 SS0271
 SS0271  HISTORY     - Date     Condition        Report By
 SS0271  HISTORY     - 1961     MONUMENTED       CGS
 SS0271  HISTORY     - 1961     GOOD             CGS
 SS0271
 SS0271                          STATION DESCRIPTION
 SS0271
 SS0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS0271'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTH OF STANFORD,
 SS0271'11 MILES NORTH-NORTHWEST OF DENTON AND 0.3 MILE SOUTHEAST OF
 SS0271'ARROW CREEK.
 SS0271'
 SS0271'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST EAST
 SS0271'OF ARROW CREEK ON STATE ROUTE 230, GO SOUTH ON STATE ROUTE
 SS0271'230 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 SS0271'
 SS0271'THE STATION MARK IS A STANDARD DISK STAMPED ARROW CREEK 1961,
 SS0271'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 SS0271'WITH THE SURFACE OF THE GROUND.  THE MARK IS 66 FEET WEST OF
 SS0271'THE CENTER OF ROAD.  5.2 FEET NORTHWEST OF WITNESS POST AND
 SS0271'4.4 FEET WEST OF FENCE.
 SS0271'
 SS0271'REFERENCE MARK 1, A STANDARD DISK STAMPED ARROW CREEK NO 1 1961,
 SS0271'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 SS0271'WITH THE SURFACE OF THE GROUND.  THE MARK IS 36 FEET SOUTHWEST
 SS0271'OF WITNESS POST AND 1.5 FEET WEST OF FENCE.
 SS0271'
 SS0271'REFERENCE MARK 2, A STANDARD DISK STAMPED ARROW CREEK NO 2 1961,
 SS0271'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 SS0271'WITH SURFACE OF THE GROUND.
 SS0271'
 SS0271'AZIMUTH MARK, A STANDARD DISK STAMPED ARROW CREEK 1961, SET
 SS0271'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 SS0271'THE MARK IS 4 FEET NORTHEAST OF WITNESS POST, 3.2 FEET EAST
 SS0271'OF FENCE AND 2.3 FEET EAST OF A POWER POLE.
 SS0271'
 SS0271'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 SS0271'ROUTE 230 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 SS0271'
 SS0271'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 85.35 FEET.
 SS0271
 SS0271                          STATION RECOVERY (1961)
 SS0271
 SS0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SS0271'0.35 MI SE FROM ARROW CREEK.
 SS0271'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0271'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0271'0.15 MILE SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 11, T 18 N,
 SS0271'R 12 E, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF A
 SS0271'FENCE, 44.6 FEET SOUTH OF ARROW CREEK R.M. 2, 41.0 FEET NORTH OF ARROW
 SS0271'CREEK R.M. 1, 6.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 SS0271'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SS0271'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0269 ***********************************************************************
 SS0269  DESIGNATION -  ARROW CREEK AZ MK
 SS0269  PID         -  SS0269
 SS0269  STATE/COUNTY-  MT/JUDITH BASIN
 SS0269  USGS QUAD   -  ARROW CREEK (1979)
 SS0269
 SS0269                         *CURRENT SURVEY CONTROL
 SS0269  ___________________________________________________________________
 SS0269* NAD 83(1986)-  47 20 00.     (N)    110 10 16.     (W)     SCALED    
 SS0269* NAVD 88     -      1170.808  (meters)    3841.23   (feet)  ADJUSTED  
 SS0269  ___________________________________________________________________
 SS0269  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 SS0269  DYNAMIC HT  -        1170.710 (meters)    3840.90  (feet)  COMP
 SS0269  MODELED GRAV-     980,487.9   (mgal)                       NAVD 88
 SS0269
 SS0269  VERT ORDER  -  SECOND    CLASS 0
 SS0269
 SS0269.The horizontal coordinates were scaled from a topographic map and have
 SS0269.an estimated accuracy of +/- 6 seconds.
 SS0269
 SS0269.The orthometric height was determined by differential leveling
 SS0269.and adjusted by the National Geodetic Survey in June 1991..
 SS0269
 SS0269.The geoid height was determined by GEOID03.
 SS0269
 SS0269.The dynamic height is computed by dividing the NAVD 88
 SS0269.geopotential number by the normal gravity value computed on the
 SS0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0269.degrees latitude (g = 980.6199 gals.).
 SS0269
 SS0269.The modeled gravity was interpolated from observed gravity values.
 SS0269
 SS0269;                    North         East    Units  Estimated Accuracy
 SS0269;SPC MT       -   342,830.      549,310.      MT  (+/- 180 meters Scaled)
 SS0269
 SS0269                          SUPERSEDED SURVEY CONTROL
 SS0269
 SS0269  NGVD 29 (??/??/92) 1169.931  (m)         3838.35   (f) ADJ UNCH    2 0
 SS0269
 SS0269.Superseded values are not recommended for survey control.
 SS0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0269.See file dsdata.txt to determine how the superseded data were derived.
 SS0269
 SS0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT626425(NAD 83)
 SS0269_MARKER: DZ = AZIMUTH MARK DISK
 SS0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0269_STAMPING: ARROW CREEK 1961
 SS0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0269+STABILITY: SURFACE MOTION
 SS0269
 SS0269  HISTORY     - Date     Condition        Report By
 SS0269  HISTORY     - 1961     MONUMENTED       CGS
 SS0269
 SS0269                          STATION DESCRIPTION
 SS0269
 SS0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0269'0.95 MI S FROM ARROW CREEK.
 SS0269'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0269'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0269'0.75 MILE SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 10, T 18 N,
 SS0269'R 12 E, 86 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A
 SS0269'POWER POLE, 3 FEET EAST OF A FENCE, 4.2 FEET NORTHEAST OF A METAL
 SS0269'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SS0269'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0270 ***********************************************************************
 SS0270  DESIGNATION -  ARROW CREEK RM 1
 SS0270  PID         -  SS0270
 SS0270  STATE/COUNTY-  MT/JUDITH BASIN
 SS0270  USGS QUAD   -  ARROW CREEK (1979)
 SS0270
 SS0270                         *CURRENT SURVEY CONTROL
 SS0270  ___________________________________________________________________
 SS0270* NAD 83(1986)-  47 20 29.     (N)    110 10 14.     (W)     SCALED    
 SS0270* NAVD 88     -      1166.916  (meters)    3828.46   (feet)  ADJUSTED  
 SS0270  ___________________________________________________________________
 SS0270  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 SS0270  DYNAMIC HT  -        1166.821 (meters)    3828.15  (feet)  COMP
 SS0270  MODELED GRAV-     980,490.3   (mgal)                       NAVD 88
 SS0270
 SS0270  VERT ORDER  -  SECOND    CLASS 0
 SS0270
 SS0270.The horizontal coordinates were scaled from a topographic map and have
 SS0270.an estimated accuracy of +/- 6 seconds.
 SS0270
 SS0270.The orthometric height was determined by differential leveling
 SS0270.and adjusted by the National Geodetic Survey in June 1991..
 SS0270
 SS0270.The geoid height was determined by GEOID03.
 SS0270
 SS0270.The dynamic height is computed by dividing the NAVD 88
 SS0270.geopotential number by the normal gravity value computed on the
 SS0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0270.degrees latitude (g = 980.6199 gals.).
 SS0270
 SS0270.The modeled gravity was interpolated from observed gravity values.
 SS0270
 SS0270;                    North         East    Units  Estimated Accuracy
 SS0270;SPC MT       -   343,730.      549,360.      MT  (+/- 180 meters Scaled)
 SS0270
 SS0270                          SUPERSEDED SURVEY CONTROL
 SS0270
 SS0270  NGVD 29 (??/??/92) 1166.042  (m)         3825.59   (f) ADJ UNCH    2 0
 SS0270
 SS0270.Superseded values are not recommended for survey control.
 SS0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0270.See file dsdata.txt to determine how the superseded data were derived.
 SS0270
 SS0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT626434(NAD 83)
 SS0270_MARKER: DR = REFERENCE MARK DISK
 SS0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0270_STAMPING: ARROW CREEK NO 1 1961
 SS0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0270+STABILITY: SURFACE MOTION
 SS0270
 SS0270  HISTORY     - Date     Condition        Report By
 SS0270  HISTORY     - 1961     MONUMENTED       CGS
 SS0270
 SS0270                          STATION DESCRIPTION
 SS0270
 SS0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0270'0.35 MI SE FROM ARROW CREEK.
 SS0270'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0270'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0270'0.15 MILE SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 11, T 18 N,
 SS0270'R 12 E, 67 FEET EAST OF THE CENTER LINE OF THE ROAD, 41.0 FEET SOUTH
 SS0270'OF ARROW CREEK 1961, 2 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE
 SS0270'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0272 ***********************************************************************
 SS0272  DESIGNATION -  ARROW CREEK RM 2
 SS0272  PID         -  SS0272
 SS0272  STATE/COUNTY-  MT/JUDITH BASIN
 SS0272  USGS QUAD   -  ARROW CREEK (1979)
 SS0272
 SS0272                         *CURRENT SURVEY CONTROL
 SS0272  ___________________________________________________________________
 SS0272* NAD 83(1986)-  47 20 29.     (N)    110 10 14.     (W)     SCALED    
 SS0272* NAVD 88     -      1166.796  (meters)    3828.06   (feet)  ADJUSTED  
 SS0272  ___________________________________________________________________
 SS0272  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 SS0272  DYNAMIC HT  -        1166.701 (meters)    3827.75  (feet)  COMP
 SS0272  MODELED GRAV-     980,490.3   (mgal)                       NAVD 88
 SS0272
 SS0272  VERT ORDER  -  SECOND    CLASS 0
 SS0272
 SS0272.The horizontal coordinates were scaled from a topographic map and have
 SS0272.an estimated accuracy of +/- 6 seconds.
 SS0272
 SS0272.The orthometric height was determined by differential leveling
 SS0272.and adjusted by the National Geodetic Survey in June 1991..
 SS0272
 SS0272.The geoid height was determined by GEOID03.
 SS0272
 SS0272.The dynamic height is computed by dividing the NAVD 88
 SS0272.geopotential number by the normal gravity value computed on the
 SS0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0272.degrees latitude (g = 980.6199 gals.).
 SS0272
 SS0272.The modeled gravity was interpolated from observed gravity values.
 SS0272
 SS0272;                    North         East    Units  Estimated Accuracy
 SS0272;SPC MT       -   343,730.      549,360.      MT  (+/- 180 meters Scaled)
 SS0272
 SS0272                          SUPERSEDED SURVEY CONTROL
 SS0272
 SS0272  NGVD 29 (??/??/92) 1165.922  (m)         3825.20   (f) ADJ UNCH    2 0
 SS0272
 SS0272.Superseded values are not recommended for survey control.
 SS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0272.See file dsdata.txt to determine how the superseded data were derived.
 SS0272
 SS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT626434(NAD 83)
 SS0272_MARKER: DR = REFERENCE MARK DISK
 SS0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0272_STAMPING: ARROW CREEK NO 2 1961
 SS0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0272+STABILITY: SURFACE MOTION
 SS0272
 SS0272  HISTORY     - Date     Condition        Report By
 SS0272  HISTORY     - 1961     MONUMENTED       CGS
 SS0272
 SS0272                          STATION DESCRIPTION
 SS0272
 SS0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0272'0.35 MI SE FROM ARROW CREEK.
 SS0272'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0272'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0272'0.15 MILE SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 11, T 18 N,
 SS0272'R 12 E, 68 FEET EAST OF THE CENTER LINE OF THE ROAD, 44.6 FEET NORTH
 SS0272'OF ARROW CREEK 1961, 1 1/2 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE
 SS0272'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0460 ***********************************************************************
 SQ0460  DESIGNATION -  ASH
 SQ0460  PID         -  SQ0460
 SQ0460  STATE/COUNTY-  MT/GARFIELD
 SQ0460  USGS QUAD   -  ASH CREEK EAST (1972)
 SQ0460
 SQ0460                         *CURRENT SURVEY CONTROL
 SQ0460  ___________________________________________________________________
 SQ0460* NAD 83(1992)-  47 39 21.85001(N)    106 17 01.78800(W)     ADJUSTED  
 SQ0460* NAVD 88     -       751.34   (+/-2cm)    2465.0    (feet)  VERTCON   
 SQ0460  ___________________________________________________________________
 SQ0460  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 SQ0460  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 SQ0460
 SQ0460  HORZ ORDER  -  THIRD
 SQ0460  VERT ORDER  -  THIRD ? (See Below)
 SQ0460
 SQ0460.The horizontal coordinates were established by classical geodetic methods
 SQ0460.and adjusted by the National Geodetic Survey in July 1992..
 SQ0460
 SQ0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0460.The vertical order pertains to the NGVD 29 superseded value.
 SQ0460
 SQ0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0460
 SQ0460.The geoid height was determined by GEOID03.
 SQ0460
 SQ0460;                    North         East     Units Scale Factor Converg.
 SQ0460;SPC MT       -   383,431.388   841,399.355   MT  0.99945572   +2 21 09.5
 SQ0460;SPC MT       - 1,257,976.99  2,760,496.57   iFT  0.99945572   +2 21 09.5
 SQ0460;UTM  13      - 5,278,873.262   403,597.999   MT  0.99971420   -0 56 56.3
 SQ0460
 SQ0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0460!SPC MT       -   0.99988481  x   0.99945572  =   0.99934060
 SQ0460!UTM  13      -   0.99988481  x   0.99971420  =   0.99959905
 SQ0460
 SQ0460:                Primary Azimuth Mark                     Grid Az
 SQ0460:SPC MT       -  BOX                                      324 15 33.0
 SQ0460:UTM  13      -  BOX                                      327 33 38.8
 SQ0460
 SQ0460|---------------------------------------------------------------------|
 SQ0460| PID    Reference Object                     Distance      Geod. Az  |
 SQ0460|                                                           dddmmss.s |
 SQ0460| SQ0462 BOX                                 APPROX. 6.3 KM 3263642.5 |
 SQ0460|---------------------------------------------------------------------|
 SQ0460
 SQ0460                          SUPERSEDED SURVEY CONTROL
 SQ0460
 SQ0460  NAD 83(1986)-  47 39 21.84635(N)    106 17 01.77004(W) AD(       ) 3
 SQ0460  NAD 27      -  47 39 21.81300(N)    106 16 59.65500(W) AD(       ) 3
 SQ0460  NGVD 29 (07/19/86)  750.73   (m)         2463.0    (f) LEVELING    3  
 SQ0460
 SQ0460.Superseded values are not recommended for survey control.
 SQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0460.See file dsdata.txt to determine how the superseded data were derived.
 SQ0460
 SQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN0359878873(NAD 83)
 SQ0460_MARKER: P = PIPE CAP
 SQ0460_SETTING: 0 = UNSPECIFIED SETTING
 SQ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0460
 SQ0460  HISTORY     - Date     Condition        Report By
 SQ0460  HISTORY     - 1937     MONUMENTED       USE
 SQ0460
 SQ0460                          STATION DESCRIPTION
 SQ0460
 SQ0460'DESCRIBED BY US ENGINEERS 1937
 SQ0460'THE STATION IS IN GARFIELD COUNTY ON THE LEFT BANK OF BIG
 SQ0460'DRY CREEK AND VERY NEAR THE NORTHWEST CORNER OF SECTION 24,
 SQ0460'T. 22 N., R. 42 E.  THE STATION IS ABOUT 10-1/4 MILES SOUTHEAST
 SQ0460'OF HEXBY, 1 MILE WEST OF BIG DRY CREEK ON A HIGH ROCKY BUTTE
 SQ0460'IN THE DIVIDE BETWEEN LOST CREEK AND LONE TREE CREEK.  THE
 SQ0460'STATION IS ON THE HIGHEST GROUND IN THE VICINITY.
 SQ0460'
 SQ0460'TO REACH STATION PROCEED AS DIRECTED TO STATION BOX TO
 SQ0460'STONE HOUSE AND BARN, THENCE EAST OVER HIGH HILL AND TO FORK.
 SQ0460'TAKE RIGHT FORK INTO LOST CREEK AND CONTINUE SOUTHEAST TO
 SQ0460'ABOUT 2-1/4 MILES BEYOND LOST CREEK CROSSING.  AT THIS
 SQ0460'POINT LEAVE MAIN TRAIL AND CONTINUE ACROSS COUNTRY ALONG TOP
 SQ0460'OF RIDGES IN AN EASTERLY DIRECTION TO BASE OF HIGH HILL.
 SQ0460'CLIMB TO TOP OF BUTTE AND STATION.
 SQ0460'
 SQ0460'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0460'
 SQ0460'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0460'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0628 ***********************************************************************
 TJ0628  DESIGNATION -  ASH
 TJ0628  PID         -  TJ0628
 TJ0628  STATE/COUNTY-  MT/VALLEY
 TJ0628  USGS QUAD   -  VANDALIA (1978)
 TJ0628
 TJ0628                         *CURRENT SURVEY CONTROL
 TJ0628  ___________________________________________________________________
 TJ0628* NAD 83(1992)-  48 20 31.77857(N)    106 59 19.22041(W)     ADJUSTED  
 TJ0628* NAVD 88     -       765.     (meters)    2510.     (feet)  SCALED    
 TJ0628  ___________________________________________________________________
 TJ0628  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 TJ0628  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 TJ0628
 TJ0628  HORZ ORDER  -  THIRD
 TJ0628
 TJ0628.The horizontal coordinates were established by classical geodetic methods
 TJ0628.and adjusted by the National Geodetic Survey in July 1992..
 TJ0628
 TJ0628.The orthometric height was scaled from a topographic map.
 TJ0628
 TJ0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0628
 TJ0628.The geoid height was determined by GEOID03.
 TJ0628
 TJ0628;                    North         East     Units Scale Factor Converg.
 TJ0628;SPC MT       -   457,709.980   786,071.542   MT  0.99966321   +1 50 13.4
 TJ0628;SPC MT       - 1,501,673.16  2,578,974.88   iFT  0.99966321   +1 50 13.4
 TJ0628;UTM  13      - 5,356,242.121   352,640.986   MT  0.99986680   -1 29 09.8
 TJ0628
 TJ0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0628!SPC MT       -   0.99988279  x   0.99966321  =   0.99954604
 TJ0628!UTM  13      -   0.99988279  x   0.99986680  =   0.99974961
 TJ0628
 TJ0628:                Primary Azimuth Mark                     Grid Az
 TJ0628:SPC MT       -  TAMPICO                                  102 09 15.6
 TJ0628:UTM  13      -  TAMPICO                                  105 28 38.8
 TJ0628
 TJ0628|---------------------------------------------------------------------|
 TJ0628| PID    Reference Object                     Distance      Geod. Az  |
 TJ0628|                                                           dddmmss.s |
 TJ0628| TJ0627 TAMPICO                             APPROX.10.6 KM 1035929.0 |
 TJ0628|---------------------------------------------------------------------|
 TJ0628
 TJ0628                          SUPERSEDED SURVEY CONTROL
 TJ0628
 TJ0628  NAD 83(1986)-  48 20 31.77550(N)    106 59 19.21196(W) AD(       ) 3
 TJ0628  NAD 27      -  48 20 31.74789(N)    106 59 16.96191(W) AD(       ) 3
 TJ0628
 TJ0628.Superseded values are not recommended for survey control.
 TJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0628.See file dsdata.txt to determine how the superseded data were derived.
 TJ0628
 TJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP5264156242(NAD 83)
 TJ0628
 TJ0628  HISTORY     - Date     Condition        Report By
 TJ0628  HISTORY     - 1903     MONUMENTED       USGS
 TJ0628  HISTORY     - 1969     GOOD             USGS
 TJ0628
 TJ0628                          STATION DESCRIPTION
 TJ0628
 TJ0628'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 TJ0628'RECOVERED AND REDESCRIBED AS FOLLOWS,  STATION LOCATED
 TJ0628'3.7 MI. WSW. OF VANDALIA, ON A ROCKY HILL IN A CULTIVATED FIELD
 TJ0628'TO REACH FROM VANDALIA, GO 4.1 MI. W. ALONG A WINDING COUNTY RD. TO
 TJ0628'A RIGHT ANGLE TURN LEFT S., CONTINUE STRAIGHT AHEAD THRU GATE 0.1 MI.
 TJ0628'W. THEN 0.1 MI. S. TO STATION SITE.
 TJ0628'
 TJ0628'STATION MARK - IRON BENCH MARK POST PROJECTING 0.8 FT. STAMPED
 TJ0628'---ASH 1903--- STAMPING ADDED IN 1969.
 TJ0628'
 TJ0628'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0473 ***********************************************************************
 RT0473  DESIGNATION -  ASH
 RT0473  PID         -  RT0473
 RT0473  STATE/COUNTY-  MT/PRAIRIE
 RT0473  USGS QUAD   -  AYER SPRING NE (1981)
 RT0473
 RT0473                         *CURRENT SURVEY CONTROL
 RT0473  ___________________________________________________________________
 RT0473* NAD 83(1992)-  46 44 20.25462(N)    104 36 23.50571(W)     ADJUSTED  
 RT0473* NAVD 88     -       885.     (meters)    2904.     (feet)  SCALED    
 RT0473  ___________________________________________________________________
 RT0473  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 RT0473  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 RT0473
 RT0473  HORZ ORDER  -  FIRST
 RT0473
 RT0473.The horizontal coordinates were established by classical geodetic methods
 RT0473.and adjusted by the National Geodetic Survey in July 1992..
 RT0473
 RT0473.The orthometric height was scaled from a topographic map.
 RT0473
 RT0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0473
 RT0473.The geoid height was determined by GEOID03.
 RT0473
 RT0473;                    North         East     Units Scale Factor Converg.
 RT0473;SPC MT       -   288,247.284   973,520.571   MT  0.99940398   +3 34 46.5
 RT0473;SPC MT       -   945,693.19  3,193,965.13   iFT  0.99940398   +3 34 46.5
 RT0473;UTM  13      - 5,176,231.468   530,059.199   MT  0.99961111   +0 17 11.6
 RT0473
 RT0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0473!SPC MT       -   0.99986389  x   0.99940398  =   0.99926795
 RT0473!UTM  13      -   0.99986389  x   0.99961111  =   0.99947505
 RT0473
 RT0473|---------------------------------------------------------------------|
 RT0473| PID    Reference Object                     Distance      Geod. Az  |
 RT0473|                                                           dddmmss.s |
 RT0473| CQ6971 ASH RM 2                             29.200 METERS 05032     |
 RT0473| CQ6970 ASH RM 1                             13.640 METERS 18859     |
 RT0473| CQ6969 ASH RM 3 AZIMUTH                                   2965410.4 |
 RT0473|---------------------------------------------------------------------|
 RT0473
 RT0473                          SUPERSEDED SURVEY CONTROL
 RT0473
 RT0473  NAD 83(1986)-  46 44 20.24991(N)    104 36 23.48452(W) AD(       ) 1
 RT0473  NAD 27      -  46 44 20.21700(N)    104 36 21.65300(W) AD(       ) 1
 RT0473
 RT0473.Superseded values are not recommended for survey control.
 RT0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0473.See file dsdata.txt to determine how the superseded data were derived.
 RT0473
 RT0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM3005976231(NAD 83)
 RT0473_MARKER: Z = SEE DESCRIPTION
 RT0473_SETTING: 0 = UNSPECIFIED SETTING
 RT0473
 RT0473  HISTORY     - Date     Condition        Report By
 RT0473  HISTORY     - 1934     MONUMENTED       CGS
 RT0473  HISTORY     - 1974     GOOD             USGS
 RT0473
 RT0473                          STATION DESCRIPTION
 RT0473
 RT0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0473'STATION IS LOCATED ABOUT 1/4 MILE WEST OF THE PRAIRIE-WIBAUX
 RT0473'COUNTY LINE.  IT IS ABOUT 4-1/4 MILES EAST AND NORTH OF CABIN
 RT0473'CREEK BEACON AND 24 MILES EAST-SOUTHEAST OF FALLON.
 RT0473'
 RT0473'REACHED FROM FALLON, GO EAST ON PAVEMENT 0.3 MILE AND TURN RIGHT
 RT0473'ON BAKER ROAD AND GO 2.6 MILES TO THE TOP OF THE GRADE, CONTINUE
 RT0473'EAST ON THE LEFT FORK 3.8 MILES, TURN LEFT AND GO NORTHEAST
 RT0473'ON MAIN ROAD 5.8 MILES, TURN LEFT (NORTH) GOING 0.6 MILE, TURN
 RT0473'RIGHT GOING EAST AND SOUTH 3.3 MILES, FOLLOW MAIN ROAD TO RIGHT
 RT0473'AND GO 1.7 MILES, AGAIN FOLLOW MAIN ROAD TO RIGHT 1.0 MILE,
 RT0473'FOLLOW GRADE TO LEFT AND GO 1.5 MILES, TURN LEFT AT CHURCH
 RT0473'AND CEMETERY AND GO EAST 1.5 MILES, FOLLOW MAIN ROAD SOUTH FOR
 RT0473'0.7 MILE, TURN LEFT (EAST) 1.9 MILES TO A Y-INTERSECTION,
 RT0473'TAKE THE LEFT FORK AND GO EAST UP ASH CREEK 3.2 MILES, CROSS
 RT0473'A WOODEN BRIDGE AND TURN RIGHT UP A LANE, GO ABOUT 100
 RT0473'YARDS TO A GATE ON THE LEFT OPPOSITE A SMALL BARN, BEAR LEFT
 RT0473'THROUGH GATE AND FOLLOW A TRACK ROAD SOUTH 1.4 MILES, PASS TO
 RT0473'LEFT OF SCHOOL AND TAKE LEFT FORK DOWN LANE 0.5 MILE, TAKE
 RT0473'LEFT FORK ACROSS A WASH AND GO 1.3 MILES TO A FARMYARD,
 RT0473'PASS THROUGH YARD BETWEEN HOUSE AND BARN, GO UP SMALL
 RT0473'HILL 0.1 MILE TO A GATE, BEAR LEFT THROUGH GATE AND FOLLOW
 RT0473'TRACK ROAD ABOUT 100 YARDS TO A FORK, TAKE RIGHT FORK AND GO 1.3
 RT0473'MILES TO A GATE ABOUT 300 YARDS TO THE RIGHT OF ASH CREEK
 RT0473'SCHOOLHOUSE, PASS THROUGH GATE AND CONTINUE ON FOOT 0.3
 RT0473'MILE, AT THIS POINT THE TRACKS CROSS A DEEP WASH, TURN
 RT0473'RIGHT OFF THE TRACKS AT THE BOTTOM OF THE WASH AND FOLLOW
 RT0473'DIM TRACKS TO THE LEFT OF AN OLD POLE CORRAL AND GO UP THE
 RT0473'BOTTOM OF THE WASH 0.3 MILE, FOLLOW THE TRACKS RIGHT AND OUT
 RT0473'OF THE WASH GOING SOUTHWEST UP THE SIDE OF THE RIDGE
 RT0473'1.0 MILE, THE OLD RUTS CONTINUE UP THE RIGHT SIDE OF A BRUSHY
 RT0473'WASH, TURN LEFT CROSS THE WASH THEN RIGHT, ALONG THE LEFT SIDE OF
 RT0473'THE WASH FOR ABOUT 200 YARDS, THEN BEAR LEFT UP THE SIDE
 RT0473'VALLEY ON THE VERY DIM AND LITTLE USED TRACKS 1.7 MILES TO A
 RT0473'BLIND GATE IN THE FENCE ON THE TOP OF THE RIDGE, LET THE
 RT0473'FENCE DOWN AND CROSS OVER THEN TURN LEFT ALONG THE WEST SIDE
 RT0473'OF THE FENCE GOING 0.3 MILE FROM THE BLIND GATE, AZIMUTH ALSO
 RT0473'LOCATED JUST SOUTH OF THE BLIND GATE ABOUT 4 PACES FROM FENCE
 RT0473'LINE, TURN LEFT HERE AND GO DOWN HILL IN A SMALL VALLEY TO THE
 RT0473'BOTTOM AND THE MAIN VALLEY, FOLLOW THE TRACKS SOUTH UP THE
 RT0473'HEAD OF THE VALLEY TO A GATE, PASS THROUGH THE GATE AND GO RIGHT
 RT0473'1.0 MILE TO THE TOP OF THE HILL AND TO THE STATION.
 RT0473'
 RT0473'STATION MARKS ARE SET IN ROCKS.
 RT0473'
 RT0473'AZIMUTH ABOUT 1 MILE NORTHWEST OF THE STATION.
 RT0473
 RT0473                          STATION RECOVERY (1974)
 RT0473
 RT0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (SDC)
 RT0473'TO REACH THE STATION FROM THE MAIN GATE AT THE PINE UNIT OIL
 RT0473'PLANT GO N. ON MAIN RD. 2.0 MI. TO RD JCT.  TURN LEFT (S.W.) GO
 RT0473'1.2 MI. TO TRAIL JCT. TO N.W.  TURN RIGHT ON TRAIL GO N.W. FOR
 RT0473'1.0 MI.  LEAVE TRAIL AND GO 0.25 TO S.W. TO HIGHEST POINT AND
 RT0473'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0496 ***********************************************************************
 RT0496  DESIGNATION -  ASH
 RT0496  PID         -  RT0496
 RT0496  STATE/COUNTY-  MT/CUSTER
 RT0496  USGS QUAD   -  BEEBE SW (1969)
 RT0496
 RT0496                         *CURRENT SURVEY CONTROL
 RT0496  ___________________________________________________________________
 RT0496* NAD 83(1992)-  46 04 13.76427(N)    105 40 22.64283(W)     ADJUSTED  
 RT0496* NAVD 88     -       997.2    (meters)    3272.     (feet)  VERTCON   
 RT0496  ___________________________________________________________________
 RT0496  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 RT0496  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 RT0496
 RT0496  HORZ ORDER  -  FIRST
 RT0496
 RT0496.The horizontal coordinates were established by classical geodetic methods
 RT0496.and adjusted by the National Geodetic Survey in July 1992..
 RT0496
 RT0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0496
 RT0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0496
 RT0496.The geoid height was determined by GEOID03.
 RT0496
 RT0496;                    North         East     Units Scale Factor Converg.
 RT0496;SPC MT       -   209,537.926   895,820.828   MT  0.99952655   +2 47 58.2
 RT0496;SPC MT       -   687,460.39  2,939,044.71   iFT  0.99952655   +2 47 58.2
 RT0496;UTM  13      - 5,102,099.586   447,957.687   MT  0.99963329   -0 29 04.8
 RT0496
 RT0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0496!SPC MT       -   0.99984622  x   0.99952655  =   0.99937284
 RT0496!UTM  13      -   0.99984622  x   0.99963329  =   0.99947957
 RT0496
 RT0496:                Primary Azimuth Mark                     Grid Az
 RT0496:SPC MT       -  ASH AZ MK                                031 11 12.8
 RT0496:UTM  13      -  ASH AZ MK                                034 28 15.8
 RT0496
 RT0496|---------------------------------------------------------------------|
 RT0496| PID    Reference Object                     Distance      Geod. Az  |
 RT0496|                                                           dddmmss.s |
 RT0496| CQ6974 ASH AZ MK                                          0335911.0 |
 RT0496| CQ6975 ASH RM 1                              5.990 METERS 26238     |
 RT0496| RT0501 MILES CITY MUN AIRPORT BEACON       APPROX.42.6 KM 3383725.1 |
 RT0496| CQ6976 ASH RM 2                              6.375 METERS 35607     |
 RT0496|---------------------------------------------------------------------|
 RT0496
 RT0496                          SUPERSEDED SURVEY CONTROL
 RT0496
 RT0496  NAD 83(1986)-  46 04 13.74277(N)    105 40 22.61452(W) AD(       ) 1
 RT0496  NAD 27      -  46 04 13.73400(N)    105 40 20.64600(W) AD(       ) 1
 RT0496  NGVD 29 (07/19/86)  996.5    (m)         3269.     (f) VERT ANG       
 RT0496
 RT0496.Superseded values are not recommended for survey control.
 RT0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0496.See file dsdata.txt to determine how the superseded data were derived.
 RT0496
 RT0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM4795802100(NAD 83)
 RT0496_MARKER: DS = TRIANGULATION STATION DISK
 RT0496_SETTING: 0 = UNSPECIFIED SETTING
 RT0496
 RT0496  HISTORY     - Date     Condition        Report By
 RT0496  HISTORY     - 1949     MONUMENTED       CGS
 RT0496
 RT0496                          STATION DESCRIPTION
 RT0496
 RT0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RT0496'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF VOLBORG, 5 MILES
 RT0496'WEST OF U.S. HIGHWAY 212, ALONG THE EASTERN EDGE OF A HORSESHOE
 RT0496'SHAPED BUTTE, AND ON LAND OWNED BY MR. W.W. GRIVES.  THE TOP OF
 RT0496'THE BUTTE IS FLAT AND HAS A SCATTERING OF CEDAR TREES ABOUT ITS
 RT0496'BASE.
 RT0496'
 RT0496'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10,
 RT0496'12, AND 212 IN THE EASTERN EDGE OF MILES CITY, GO SOUTHEAST ON
 RT0496'HIGHWAY 212 FOR 29.2 MILES TO A GATE ON THE RIGHT WITH A SIGN
 RT0496'ON IT (W.W. GRIVES, NO TRESPASSING) (THIS IS 0.45 MILE SOUTH OF
 RT0496'THE POWDERVILLE ROAD), TURN RIGHT, WEST, AND GO 1.6 MILES TO A
 RT0496'GATE, PASS THROUGH THE GATE AND GO SOUTHEASTERLY 1.1 MILES TO A
 RT0496'FORK, TAKE THE LEFT FORK, SOUTH, AND GO 0.3 MILE TO ANOTHER
 RT0496'FORK, TAKE THE RIGHT FORK, WEST, AND GO 1.2 MILES TO ANOTHER FORK,
 RT0496'TAKE THE LEFT FORK, SOUTH, AND GO 0.15 MILE TO THE AZIMUTH MARK
 RT0496'ON THE LEFT.  CONTINUE SOUTHERLY 0.3 MILES AND THEN GO WEST
 RT0496'ACROSS A FIELD TO THE FOOT OF THE BUTTE.  FROM HERE PACK SOUTHEAST
 RT0496'FOR 5 MINUTES TO THE STATION SITE AT THE TOP OF THE BUTTE.
 RT0496'
 RT0496'THE STATION MARK IS A STANDARD DISK BRAZED TO A SECTION OF 2-INCH
 RT0496'IRON PIPE, STAMPED ASH 1949, AND PROJECTING 6 INCHES.
 RT0496'
 RT0496'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO A SECTION OF
 RT0496'2-INCH IRON PIPE, STAMPED ASH NO 1 1949, AND PROJECTING 3 INCHES.
 RT0496'
 RT0496'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO A SECTION OF
 RT0496'2-INCH IRON PIPE, STAMPED ASH NO 2 1949, AND PROJECTING 6 INCHES.
 RT0496'
 RT0496'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE STATION,
 RT0496'34 FEET SOUTH OF A TRACK ROAD, AND 3.5 FEET NORTH OF A WITNESS
 RT0496'POST.  THE MARK IS A STANDARD DISK BRAZED TO A SECTION OF 2-INCH
 RT0496'IRON PIPE, STAMPED ASH 1949, AND PROJECTING 4 INCHES.
 RT0496'
 RT0496'MOON, PRAT, LOVETTS, ANDERSON, AND HADDOW ARE VISIBLE FROM THE GROUND
 RT0496'AT ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0411 ***********************************************************************
 QV0411  DESIGNATION -  ASH
 QV0411  PID         -  QV0411
 QV0411  STATE/COUNTY-  MT/BIG HORN
 QV0411  USGS QUAD   -  LITTLE DRY CREEK (1967)
 QV0411
 QV0411                         *CURRENT SURVEY CONTROL
 QV0411  ___________________________________________________________________
 QV0411* NAD 83(1992)-  45 40 42.73095(N)    107 23 00.74068(W)     ADJUSTED  
 QV0411* NAVD 88     -      1128.7    (meters)    3703.     (feet)  VERTCON   
 QV0411  ___________________________________________________________________
 QV0411  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 QV0411  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 QV0411
 QV0411  HORZ ORDER  -  THIRD
 QV0411
 QV0411.The horizontal coordinates were established by classical geodetic methods
 QV0411.and adjusted by the National Geodetic Survey in July 1992..
 QV0411
 QV0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0411
 QV0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0411
 QV0411.The geoid height was determined by GEOID03.
 QV0411
 QV0411;                    North         East     Units Scale Factor Converg.
 QV0411;SPC MT       -   160,989.116   764,818.849   MT  0.99966054   +1 32 53.5
 QV0411;SPC MT       -   528,179.51  2,509,248.19   iFT  0.99966054   +1 32 53.5
 QV0411;UTM  13      - 5,061,094.839   314,372.357   MT  1.00002365   -1 42 20.7
 QV0411
 QV0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0411!SPC MT       -   0.99982536  x   0.99966054  =   0.99948595
 QV0411!UTM  13      -   0.99982536  x   1.00002365  =   0.99984900
 QV0411
 QV0411                          SUPERSEDED SURVEY CONTROL
 QV0411
 QV0411  NAD 83(1986)-  45 40 42.72374(N)    107 23 00.72444(W) AD(       ) 3
 QV0411  NGVD 29 (02/04/91) 1128.0    (m)         3701.     (f) VERT ANG       
 QV0411
 QV0411.Superseded values are not recommended for survey control.
 QV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0411.See file dsdata.txt to determine how the superseded data were derived.
 QV0411
 QV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL1437261095(NAD 83)
 QV0411_MARKER: DS = TRIANGULATION STATION DISK
 QV0411_SETTING: 66 = SET IN ROCK OUTCROP
 QV0411_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QV0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QV0411+STABILITY: POSITION/ELEVATION WELL
 QV0411
 QV0411  HISTORY     - Date     Condition        Report By
 QV0411  HISTORY     - 1966     MONUMENTED       USGS
 QV0411
 QV0411                          STATION DESCRIPTION
 QV0411
 QV0411'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0411'STATION IS ABOUT 10 MI. E. AND 3 MI. S. OF HARDIN, MONTANA, IN BIG
 QV0411'HORN COUNTY, ON THE EASTERN MOST OF FOUR PROMINENT TOPS ABOUT 1 MI.
 QV0411'N. OF THE HEAD OF ASH CREEK.
 QV0411'
 QV0411'TO REACH FROM HARDIN, MONTANA, GO S. FROM ONLY TRAFFIC LIGHT IN TOWN,
 QV0411'ON U.S. HIGHWAY 87 2.5 MI. TO BLACK TOP RD. E.  THIS IS THE SARPY
 QV0411'ROAD.  TURN E. 10.4 MI. TO DIRT RD. S.  TURN S. FOR 7.0 MI. TO TRACK
 QV0411'RD. SW.  TURN RIGHT (SW.) 0.8 MI. TO RD. FORK.  TAKE RIGHT FORK, PASS
 QV0411'THRU WIRE GATE AND PROCEED WESTERLY 0.6 MI. TO CROSSROADS.  TURN RIGHT
 QV0411'AND GO GENERALLY N. AND W. 1.3 MI. TO RD. FORK.  TAKE RIGHT FORK 0.2
 QV0411'MI. TO SADDLE.  TURN RIGHT OFF RD. AND GO 0.2 MI. E. TO BENCH UNDER
 QV0411'HIGH POINT.  STATION IS ON HIGHEST POINT, ABOUT A 1-MINUTE PACK.
 QV0411'
 QV0411'STATION MARK--STANDARD TABLET, STAMPED---ASH ET 1966---, CEMENTED IN
 QV0411'DRILL HOLE IN BURIED ROCK, PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0648 ***********************************************************************
 RU0648  DESIGNATION -  ASH ET
 RU0648  PID         -  RU0648
 RU0648  STATE/COUNTY-  MT/PRAIRIE
 RU0648  USGS QUAD   -  CROW ROCK (1965)
 RU0648
 RU0648                         *CURRENT SURVEY CONTROL
 RU0648  ___________________________________________________________________
 RU0648* NAD 83(1992)-  46 57 06.76806(N)    106 01 55.32766(W)     ADJUSTED  
 RU0648* NAVD 88     -       921.     (meters)    3022.     (feet)  SCALED    
 RU0648  ___________________________________________________________________
 RU0648  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 RU0648  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RU0648
 RU0648  HORZ ORDER  -  THIRD
 RU0648
 RU0648.The horizontal coordinates were established by classical geodetic methods
 RU0648.and adjusted by the National Geodetic Survey in July 1992..
 RU0648
 RU0648.The orthometric height was scaled from a topographic map.
 RU0648
 RU0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0648
 RU0648.The geoid height was determined by GEOID03.
 RU0648
 RU0648;                    North         East     Units Scale Factor Converg.
 RU0648;SPC MT       -   306,070.996   863,749.831   MT  0.99939320   +2 32 12.6
 RU0648;SPC MT       - 1,004,169.93  2,833,824.90   iFT  0.99939320   +2 32 12.6
 RU0648;UTM  13      - 5,200,333.619   421,468.777   MT  0.99967580   -0 45 15.2
 RU0648
 RU0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0648!SPC MT       -   0.99985822  x   0.99939320  =   0.99925151
 RU0648!UTM  13      -   0.99985822  x   0.99967580  =   0.99953407
 RU0648
 RU0648                          SUPERSEDED SURVEY CONTROL
 RU0648
 RU0648  NAD 83(1986)-  46 57 06.76080(N)    106 01 55.28523(W) AD(       ) 3
 RU0648
 RU0648.Superseded values are not recommended for survey control.
 RU0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0648.See file dsdata.txt to determine how the superseded data were derived.
 RU0648
 RU0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN2146900334(NAD 83)
 RU0648_MARKER: DS = TRIANGULATION STATION DISK
 RU0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RU0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0648+STABILITY: SURFACE MOTION
 RU0648
 RU0648  HISTORY     - Date     Condition        Report By
 RU0648  HISTORY     - 1965     MONUMENTED       USGS
 RU0648
 RU0648                          STATION DESCRIPTION
 RU0648
 RU0648'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RU0648'STATION IS ABOUT 3.0 MI. NE. OF THE SW. CORNER OF PRAIRIE COUNTY ON
 RU0648'THE DIVIDE BETWEEN ASH CREEK AND WHITE GULCH.  STATION IS ON THE MOST
 RU0648'NORTHERLY HILL OVERLOOKING ASH CREEK, ON A LARGE, ROUNDED GRASS
 RU0648'COVERED HILL.
 RU0648'
 RU0648'TO REACH FROM MILES CITY POST OFFICE, GO NORTHERLY ON STATE HIGHWAY 22
 RU0648'FOR 16.55 MI. TO T-RD. N., MARKED --CROW ROCK ROAD--.  TURN RIGHT AND
 RU0648'FOLLOW THIS BLADED RD. FOR 24.0 MI. TO BLADED RD. FORK.  TURN RIGHT
 RU0648'(EASTERLY) FOR 3.5 MI. TO CORRAL ON RIGHT AND T-RD. N.  TURN LEFT AND
 RU0648'GO N. FOR 0.3 MI. TO TRACK FIRE RD. JUNCTION NORTHWESTERLY.  TURN LEFT
 RU0648'ON TRACK RD. FOR 2.6 MI. TO HIGH ROUNDED HILL AND STATION.
 RU0648'
 RU0648'STATION MARK--STANDARD TABLET SET IN SQUARE CONCRETE POST PROJECTING
 RU0648'0.2 FT., STAMPED---ASH ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0522 ***********************************************************************
 QY0522  DESIGNATION -  ASHBOUGH ET
 QY0522  PID         -  QY0522
 QY0522  STATE/COUNTY-  MT/BEAVERHEAD
 QY0522  USGS QUAD   -  ASHBOUGH CANYON (1961)
 QY0522
 QY0522                         *CURRENT SURVEY CONTROL
 QY0522  ___________________________________________________________________
 QY0522* NAD 83(1992)-  45 01 10.26470(N)    112 36 29.62209(W)     ADJUSTED  
 QY0522* NAVD 88     -      2798.3    (meters)    9181.     (feet)  VERTCON   
 QY0522  ___________________________________________________________________
 QY0522  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 QY0522  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 QY0522
 QY0522  HORZ ORDER  -  THIRD
 QY0522
 QY0522.The horizontal coordinates were established by classical geodetic methods
 QY0522.and adjusted by the National Geodetic Survey in July 1992..
 QY0522
 QY0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0522
 QY0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0522
 QY0522.The geoid height was determined by GEOID03.
 QY0522
 QY0522;                    North         East     Units Scale Factor Converg.
 QY0522;SPC MT       -    90,393.758   355,076.401   MT  0.99998834   -2 16 25.3
 QY0522;SPC MT       -   296,567.45  1,164,948.82   iFT  0.99998834   -2 16 25.3
 QY0522;UTM  12      - 4,986,376.648   373,290.032   MT  0.99979742   -1 08 15.8
 QY0522
 QY0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0522!SPC MT       -   0.99956312  x   0.99998834  =   0.99955147
 QY0522!UTM  12      -   0.99956312  x   0.99979742  =   0.99936063
 QY0522
 QY0522:                Primary Azimuth Mark                     Grid Az
 QY0522:SPC MT       -  8 RDS                                    107 51 42.3
 QY0522:UTM  12      -  8 RDS                                    106 43 32.8
 QY0522
 QY0522|---------------------------------------------------------------------|
 QY0522| PID    Reference Object                     Distance      Geod. Az  |
 QY0522|                                                           dddmmss.s |
 QY0522| PZ0803 8 RDS                               APPROX.12.3 KM 1053517.0 |
 QY0522|---------------------------------------------------------------------|
 QY0522
 QY0522                          SUPERSEDED SURVEY CONTROL
 QY0522
 QY0522  NAD 83(1986)-  45 01 10.26200(N)    112 36 29.62122(W) AD(       ) 3
 QY0522  NAD 27      -  45 01 10.55490(N)    112 36 26.53493(W) AD(       ) 3
 QY0522  NGVD 29 (07/19/86) 2796.9    (m)         9176.     (f) VERT ANG       
 QY0522
 QY0522.Superseded values are not recommended for survey control.
 QY0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0522.See file dsdata.txt to determine how the superseded data were derived.
 QY0522
 QY0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ7329086377(NAD 83)
 QY0522_MARKER: DD = SURVEY DISK
 QY0522_SETTING: 0 = UNSPECIFIED SETTING
 QY0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0522
 QY0522  HISTORY     - Date     Condition        Report By
 QY0522  HISTORY     - 1950     MONUMENTED       USGS
 QY0522  HISTORY     - 1961     GOOD             USGS
 QY0522  HISTORY     - 1965     GOOD             USGS
 QY0522
 QY0522                          STATION DESCRIPTION
 QY0522
 QY0522'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0522'STATION IS LOCATED ON HIGH BARREN HILL ABOUT 4.0 MI. S. OF BEAVERHEAD
 QY0522'LIVESTOCK CO. RANCH ON THE BLACKTAIL RD.  APPROXIMATELY 13.0 MI.
 QY0522'(AIRLINE) S. OF DILLON AND ABOUT 12.5 MI. (AIRLINE) ENE. OF ARMSTEAD
 QY0522'IN SEC. 29, T 9 S, R 8 W.
 QY0522'
 QY0522'TO REACH FROM POST OFFICE IN DILLON, MONTANA, GO N. ONE BLOCK TO
 QY0522'JUNCTION U.S. HIGHWAY 91, TURN RIGHT AND FOLLOW HIGHWAY MARKINGS 1.1
 QY0522'MI. TO JUNCTION BLACKTAIL RD.  TURN LEFT, FOLLOW MAIN RD. 0.8 MI. TO
 QY0522'Y-RD.  TURN RIGHT ON MAIN RD. 6.6 MI. TO CROSSROADS.  FROM HERE HILL
 QY0522'CAN BE SEEN BY LOOKING S. OVER FIRST TELEPHONE POLE, THE BARREN HILL
 QY0522'APPEARS ABOUT MIDWAY BETWEEN TWO LOWER AND TREE-COVERED HILLS AND
 QY0522'SITS FURTHER S.  CONTINUE ON MAIN RD. (S.) 1.9 MI. TO BEAVERHEAD
 QY0522'LIVESTOCK CO.  CONTINUE SOUTHEASTERLY 2.2 MI. TO GATE AT IRRIGATION
 QY0522'DITCH, THENCE RIGHT CROSS COUNTRY TO MOUTH OF LARGE CANYON, THENCE
 QY0522'UP CANYON TO HIGHEST POINT AND STATION SITE.  JEEP CAN BE DRIVEN
 QY0522'CLOSE TO TOP FROM S. AND W. VIA ARMSTEAD.
 QY0522'
 QY0522'STATION MARK--STANDARD BRONZE TABLET SET IN DRILL HOLE, STAMPED
 QY0522'---ASHBOUGH 1950 - ET 1965 VABM 9176---.
 QY0522'
 QY0522'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN DRILL
 QY0522'HOLE, STAMPED---ASHBOUGH NO. 1 1950---, 31.65 FT. FROM STATION IN
 QY0522'TRUE AZIMUTH 59 DEGREES 31 MINUTES.
 QY0522'
 QY0522'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN DRILL
 QY0522'HOLE, STAMPED---ASHBOUGH NO. 2 1950---, 79.20 FT. FROM STATION IN
 QY0522'TRUE AZIMUTH 325 DEGREES 30 MINUTES.
 QY0522
 QY0522                          STATION RECOVERY (1961)
 QY0522
 QY0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QY0522'RECOVERED.
 QY0522
 QY0522                          STATION RECOVERY (1965)
 QY0522
 QY0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QY0522'STATION IS LOCATED ON HIGH BARREN HILL ABOUT 4.0 MI. S. OF BEAVERHEAD
 QY0522'LIVESTOCK CO. RANCH ON THE BLACKTAIL RD.  APPROXIMATELY 13.0 MI.
 QY0522'(AIRLINE) S. OF DILLON AND ABOUT 12.5 MI. (AIRLINE) ENE. OF ARMSTEAD
 QY0522'IN SEC. 29, T 9 S, R 8 W.
 QY0522'
 QY0522'TO REACH FROM POST OFFICE IN DILLON, MONTANA, GO N. ONE BLOCK TO
 QY0522'JUNCTION U.S. HIGHWAY 91, TURN RIGHT AND FOLLOW HIGHWAY MARKINGS 1.1
 QY0522'MI. TO JUNCTION BLACKTAIL RD. TURN LEFT, FOLLOW MAIN RD. 0.8 MI. TO
 QY0522'Y-RD.  TURN RIGHT ON MAIN RD. 6.6 MI. TO CROSSROADS.  FROM HERE HILL
 QY0522'CAN BE SEEN BY LOOKING S. OVER FIRST TELEPHONE POLE, THE BARREN HILL
 QY0522'APPEARS ABOUT MIDWAY BETWEEN TWO LOWER AND TREE-COVERED HILLS AND
 QY0522'SITS FURTHER S.  CONTINUE ON MAIN RD. (S.) 1.9 MI. TO BEAVERHEAD
 QY0522'LIVESTOCK CO.  CONTINUE SOUTHEASTERLY 2.2 MI. TO GATE AT IRRIGATION
 QY0522'DITCH, THENCE RIGHT CROSS COUNTRY TO MOUTH OF LARGE CANYON, THENCE UP
 QY0522'CANYON TO HIGHEST POINT AND STATION SITE.  JEEP CAN BE DRIVEN CLOSE
 QY0522'TO TOP FROM S. AND W. VIA ARMSTEAD.
 QY0522'
 QY0522'RECOVERED.
 QY0522'
 QY0522'STATION MARK--STANDARD BRONZE TABLET SET IN DRILL HOLE, STAMPED
 QY0522'---ASHBOUGH 1950 - ET 1965 VABM 9176---.
 QY0522'
 QY0522'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN DRILL
 QY0522'HOLE, STAMPED ---ASHBOUGH NO. 1 1950--- 31.65 FT. FROM STATION,
 QY0522'N 59 DEG 31 MIN E.
 QY0522'
 QY0522'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN DRILL
 QY0522'HOLE, STAMPED ---ASHBOUGH NO. 2 1950--- 79.20 FT. FROM STATION,
 QY0522'N 34 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0835 ***********************************************************************
 TN0835  DESIGNATION -  ASHLEY
 TN0835  PID         -  TN0835
 TN0835  STATE/COUNTY-  MT/FLATHEAD
 TN0835  USGS QUAD   -  ASHLEY MOUNTAIN (1994)
 TN0835
 TN0835                         *CURRENT SURVEY CONTROL
 TN0835  ___________________________________________________________________
 TN0835* NAD 83(1992)-  48 16 52.00454(N)    114 42 43.59021(W)     ADJUSTED  
 TN0835* NAVD 88     -      1922.0    (meters)    6306.     (feet)  VERTCON   
 TN0835  ___________________________________________________________________
 TN0835  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 TN0835  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 TN0835
 TN0835  HORZ ORDER  -  FIRST
 TN0835
 TN0835.The horizontal coordinates were established by classical geodetic methods
 TN0835.and adjusted by the National Geodetic Survey in July 1992..
 TN0835
 TN0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0835
 TN0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0835
 TN0835.The geoid height was determined by GEOID03.
 TN0835
 TN0835;                    North         East     Units Scale Factor Converg.
 TN0835;SPC MT       -   460,802.208   213,587.375   MT  0.99963883   -3 48 45.6
 TN0835;SPC MT       - 1,511,818.27    700,745.98   iFT  0.99963883   -3 48 45.6
 TN0835;UTM  11      - 5,350,075.571   669,732.082   MT  0.99995398   +1 42 29.3
 TN0835
 TN0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0835!SPC MT       -   0.99970127  x   0.99963883  =   0.99934021
 TN0835!UTM  11      -   0.99970127  x   0.99995398  =   0.99965526
 TN0835
 TN0835|---------------------------------------------------------------------|
 TN0835| PID    Reference Object                     Distance      Geod. Az  |
 TN0835|                                                           dddmmss.s |
 TN0835| TN0834 ASHLEY MOUNTAIN LOT                   1.458 METERS 30937     |
 TN0835| TN0845 INGALLS                             APPROX. 9.2 KM 3380645.4 |
 TN0835|---------------------------------------------------------------------|
 TN0835
 TN0835                          SUPERSEDED SURVEY CONTROL
 TN0835
 TN0835  NAD 83(1986)-  48 16 52.01205(N)    114 42 43.59060(W) AD(       ) 1
 TN0835  NAD 27      -  48 16 52.14210(N)    114 42 40.08124(W) AD(       ) 1
 TN0835  NGVD 29 (07/19/86) 1920.7    (m)         6301.     (f) VERT ANG       
 TN0835
 TN0835.Superseded values are not recommended for survey control.
 TN0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0835.See file dsdata.txt to determine how the superseded data were derived.
 TN0835
 TN0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP6973250076(NAD 83)
 TN0835_MARKER: Z = SEE DESCRIPTION
 TN0835_SETTING: 0 = UNSPECIFIED SETTING
 TN0835
 TN0835  HISTORY     - Date     Condition        Report By
 TN0835  HISTORY     - 1959     MONUMENTED       CGS
 TN0835
 TN0835                          STATION DESCRIPTION
 TN0835
 TN0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0835'STATION IS LOCATED NEAR THE CENTER OF THE BASE OF THE ASHLEY
 TN0835'MTN. LOOKOUT TOWER, WHICH IS ON THE HIGHEST POINT OF ASHLEY
 TN0835'MOUNTAIN (A PROMINENT HEAVILY TIMBERED MOUNTAIN) ABOUT 18-1/2
 TN0835'MILES WEST AND 6 MILES NORTH OF KALISPELL, 17 MILES WEST AND
 TN0835'9 MILES SOUTH OF WHITEFISH AND 7 MILES SOUTH OF THE STAR MEADOWS
 TN0835'RANGER STATION, IN THE NORTHWEST 1/4 OF SECTION 18, T 29 N, R 24
 TN0835'W.
 TN0835'
 TN0835'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND MAIN STREET
 TN0835'IN KALISPELL, BY GOING WESTERLY ON HIGHWAY 2 FOR 0.7 MILES TO
 TN0835'CROSSROADS AT THE SOUTHWEST CORNER OF THE FAIRGROUNDS, TURN
 TN0835'RIGHT AND FOLLOW MACADAM ROAD, NORTH, WEST AND NORTH, FOR 10.35
 TN0835'MILES TO CROSSROADS AND END OF MACADAM, CONTINUE NORTH ON GRAVEL
 TN0835'ROAD FOR 3.8 MILES TO A SIDE ROAD LEFT, TURN LEFT FOR 1.25
 TN0835'MILES TO FORKS, TAKE LEFT FORK FOR 0.1 MILE TO FORKS TAKE
 TN0835'RIGHT FORK FOR 9.25 MILES TO A SIDE ROAD RIGHT AT THE NORTH
 TN0835'END OF TALLY LAKE AND A GROUP OF SIGNS ON THE LEFT, CONTINUE
 TN0835'ON MAIN GRAVEL ROAD FOR 5.2 MILES TO A SIDE ROAD LEFT,
 TN0835'CONTINUE ON MAIN ROAD FOR 3.6 MILES TO A SIDE ROAD LEFT AT
 TN0835'SIGN STAR MEADOWS RANCH, TURN LEFT AND FOLLOW DIRT ROAD
 TN0835'THROUGH PASTURE FOR 1.65 MILES TO FORKS, TAKE LEFT FORK FOR
 TN0835'0.5 MILE TO FORKS, TAKE RIGHT FORK AS PER SIGN ASHLEY L.O.T.
 TN0835'4-1/2 FOR 1.6 MILES TO END OF TRUCK TRAVEL AT OLD CABIN.  AT
 TN0835'THE EAST SIDE OF THE CABIN THERE IS A SIGN TRAIL
 TN0835'161-ASHLEY L.O. 4, FOLLOW TRAIL 161 SOUTHERLY TO THE
 TN0835'LOOKOUT TOWER AND STATION.  ABOUT A 3 HOUR PACK.
 TN0835'
 TN0835'DUE TO THICK AND HIGH TIMBER A 4-FOOT STAND WAS OCCUPIED WITHIN
 TN0835'THE CABIN OF THE LOOKOUT TOWER.  THE TOWER ITSELF IS 50 FEET
 TN0835'HIGH TO THE FLOOR OF THE CABIN.
 TN0835'
 TN0835'STATION MARK IS A STANDARD DISK, STAMPED ASHLEY 1959, BRAZED
 TN0835'TO THE TOP OF A 2-INCH PIPE PROJECTING 14 INCHES.  IT IS 16.3
 TN0835'FEET WEST-NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER,
 TN0835'15.4 FEET SOUTH-SOUTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT
 TN0835'TOWER AND 10 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE
 TN0835'LOOKOUT TOWER.
 TN0835'
 TN0835'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ASHLEY NO 1 1959,
 TN0835'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 TN0835'FOUNDATION OF THE NORTHEAST LEG OF THE TOWER.
 TN0835'
 TN0835'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ASHLEY NO 2 1959,
 TN0835'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE
 TN0835'FOUNDATION OF THE SOUTHWEST LEG OF THE TOWER.
 TN0835'
 TN0835'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0747 ***********************************************************************
 RV0747  DESIGNATION -  ASHLEY
 RV0747  PID         -  RV0747
 RV0747  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0747  USGS QUAD   -  CUSHMAN NE (1986)
 RV0747
 RV0747                         *CURRENT SURVEY CONTROL
 RV0747  ___________________________________________________________________
 RV0747* NAD 83(1992)-  46 29 39.09928(N)    109 05 38.23184(W)     ADJUSTED  
 RV0747* NAVD 88     -      1251.     (meters)    4104.     (feet)  SCALED    
 RV0747  ___________________________________________________________________
 RV0747  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 RV0747  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 RV0747
 RV0747  HORZ ORDER  -  FIRST
 RV0747
 RV0747.The horizontal coordinates were established by classical geodetic methods
 RV0747.and adjusted by the National Geodetic Survey in July 1992..
 RV0747
 RV0747.The orthometric height was scaled from a topographic map.
 RV0747
 RV0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0747
 RV0747.The geoid height was determined by GEOID03.
 RV0747
 RV0747;                    North         East     Units Scale Factor Converg.
 RV0747;SPC MT       -   249,463.179   631,154.711   MT  0.99943329   +0 17 49.3
 RV0747;SPC MT       -   818,448.75  2,070,717.56   iFT  0.99943329   +0 17 49.3
 RV0747;UTM  12      - 5,150,723.192   646,268.759   MT  0.99986298   +1 22 57.8
 RV0747
 RV0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0747!SPC MT       -   0.99980590  x   0.99943329  =   0.99923930
 RV0747!UTM  12      -   0.99980590  x   0.99986298  =   0.99966891
 RV0747
 RV0747|---------------------------------------------------------------------|
 RV0747| PID    Reference Object                     Distance      Geod. Az  |
 RV0747|                                                           dddmmss.s |
 RV0747| CQ4970 ASHLEY RM 1                          17.120 METERS 00155     |
 RV0747| CQ4971 ASHLEY RM 2                          19.162 METERS 26914     |
 RV0747| CQ4969 ASHLEY AZ MK                                       3585522.3 |
 RV0747|---------------------------------------------------------------------|
 RV0747
 RV0747                          SUPERSEDED SURVEY CONTROL
 RV0747
 RV0747  NAD 83(1986)-  46 29 39.09240(N)    109 05 38.20635(W) AD(       ) 1
 RV0747  NAD 27      -  46 29 39.22900(N)    109 05 35.61100(W) AD(       ) 1
 RV0747
 RV0747.Superseded values are not recommended for survey control.
 RV0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0747.See file dsdata.txt to determine how the superseded data were derived.
 RV0747
 RV0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS4626950723(NAD 83)
 RV0747_MARKER: DS = TRIANGULATION STATION DISK
 RV0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0747
 RV0747  HISTORY     - Date     Condition        Report By
 RV0747  HISTORY     - 1934     MONUMENTED       CGS
 RV0747  HISTORY     - 1939     GOOD             CGS
 RV0747  HISTORY     - 1949     GOOD             CGS
 RV0747
 RV0747                          STATION DESCRIPTION
 RV0747
 RV0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0747'TO REACH FROM ROUNDUP, GO ON U.S. HIGHWAY 87, FOR 1.0 MILE
 RV0747'TO LINDGREN BROS. SERVICE STATION, HEAD WEST AND GO 7.0 MILES TO
 RV0747'AN ARCH OVER THE ROAD AT THE RIGHT, CONTINUE STRAIGHT AHEAD
 RV0747'FOR 1.0 MILE, TAKE RIGHT FORK, GO 1.9 MILES, TAKE RIGHT FORK
 RV0747'(NORTH), GO 1.8 MILES, TAKE RIGHT FORK WHICH ANGLES TO NORTH, GO
 RV0747'0.4 MILE, CROSS BRIDGE, CONTINUE FOR 1.0 MILE, TAKE RIGHT
 RV0747'FORK AND GO 0.9 MILE IN NORTHERLY DIRECTION TO DISTRICT SCHOOL
 RV0747'NO. 65, ANGLE NORTHWEST HERE FOR 1.8 MILES, AND TURN LEFT,
 RV0747'GO 2.0 MILES AND TURN NORTH, GO 0.5 MILE, TURN LEFT (WEST)
 RV0747'AND GO 0.5 MILE, TURN RIGHT AND GO 0.6 MILE, GO 4.6 MILES TO
 RV0747'SCHOOLHOUSE, FROM HERE CONTINUE WEST FOR 1.2 MILES, ANGLE NORTHWEST
 RV0747'AND GO 1.3 MILES, GO NORTH FOR 0.7 MILE, TURN WEST AND GO
 RV0747'12.0 MILES, TURN LEFT (SOUTH), AND GO 3.2 MILES TO A LOG
 RV0747'HOUSE ON THE LEFT OF ROAD, TURN RIGHT (WEST), AND GO 1.2
 RV0747'MILES, TURN RIGHT AND GO 0.2 MILE WHERE STATION WILL BE FOUND
 RV0747'3 PACES FROM SECTION FENCE ON RIGHT SIDE OF THE ROAD.
 RV0747'RANCH OWNED BY MR. BRADISH.
 RV0747'
 RV0747'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RV0747'DISKS SET IN CONCRETE.
 RV0747
 RV0747                          STATION RECOVERY (1939)
 RV0747
 RV0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 RV0747'ABOUT 15 MILES, AIRLINE, NORTHWEST OF LAVINA, 9 MILES, AIRLINE,
 RV0747'SOUTHEAST OF ROTHIEMAY, 0.3 MILE NORTH ON SECTION LINE ROAD FROM
 RV0747'THE BRADISH RANCH HOUSE.  MARK IS 36 FEET EAST OF TRACK ROAD
 RV0747'CENTER, 9 FEET WEST OF THE EAST FENCE, IN A BOULDER ABOUT 14
 RV0747'INCHES SQUARE, PROJECTING ABOUT 5 INCHES ABOVE GROUND AND IS
 RV0747'STAMPED ASHLEY 1934.  ELEVATION OF STATION BY BAROMETER IS 4450
 RV0747'FEET.  A 4- BY 4-INCH WHITE POST PROJECTING 0.90 METER ABOVE
 RV0747'GROUND IS 2.74 METERS EAST-SOUTHEAST OF STATION.
 RV0747'
 RV0747'TO REACH FROM ROTHIEMAY POST OFFICE, GO EAST 3.0 MILES TO
 RV0747'CROSSROADS, TURN RIGHT (SOUTH) AND GO 4.0 MILES, THEN LEFT
 RV0747'(EAST) 5.0 MILES TO THE BRADISH RANCH HOUSE ON THE SOUTH SIDE OF
 RV0747'THE ROAD, FROM HERE GO NORTH ON SECTION LINE ROAD 0.3 MILE TO
 RV0747'STATION ON EAST SIDE OF ROAD.
 RV0747'
 RV0747'TO REACH FROM LAVINA RAILROAD DEPOT, GO NORTH ON GRAVEL ROAD
 RV0747'0.2 MILE TO T-ROAD, THEN FOLLOW MAIN ROAD WEST AND NORTH PAST
 RV0747'CEMETERY 0.95 MILE, CROSS MAIN HIGHWAY AND CONTINUE NORTH ON
 RV0747'GRADED ROAD 3.05 MILES TO FORKS, TAKE LEFT FORK AND FOLLOW
 RV0747'MAIN-TRAVELED ROAD WEST AND NORTH FOR 14.0 MILES TO T-ROAD AND
 RV0747'LARGE RANCH (THE BRADISH RANCH) ON LEFT (WEST) SIDE OF THE ROAD,
 RV0747'TURN LEFT (WEST) AND GO ABOUT 150 YARDS TO SECTION LINE ROAD
 RV0747'NORTH, TURN RIGHT (NORTH) AND GO 0.3 MILE TO STATION ON LEFT.
 RV0747'
 RV0747'REFERENCE MARK NO. 1 IS SET IN A RECTANGULAR BOULDER PROJECTING
 RV0747'3 INCHES ABOVE GROUND, 39 FEET EAST OF CENTER LINE OF ROAD,
 RV0747'6-1/2 FEET WEST OF THE EAST FENCE, THE SAME ELEVATION AS
 RV0747'STATION AND STAMPED ASHLEY NO. 1 1934.
 RV0747'
 RV0747'REFERENCE MARK NO. 2 IS IN A BOULDER PROJECTING ABOUT 3 INCHES
 RV0747'ABOVE GROUND, 20 FEET WEST OF SECTION LINE ROAD CENTER, 6 FEET
 RV0747'WEST OF THE WEST FENCE, SAME ELEVATION AS STATION, AND STAMPED
 RV0747'ASHLEY NO. 2 1934.
 RV0747'
 RV0747'AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF CONCRETE
 RV0747'PROJECTING 10 INCHES ABOVE GROUND, 0.63 MILE NORTH OF STATION,
 RV0747'0.2 MILE SOUTHEAST OF RANCH HOUSE, ABOUT 600 FEET SOUTH BY WEST
 RV0747'OF SECTION CORNER GENERAL LAND OFFICE, T. 9 N., R. 21 E., 45 FEET
 RV0747'WEST OF CENTER OF SECTION LINE ROAD, 1-1/2 FEET EAST OF WEST
 RV0747'FENCE, AND STAMPED ASHLEY 1939.
 RV0747'
 RV0747'THE 1934 DISTANCE TO REFERENCE MARK NO. 2 IS 0.017 METER GREATER
 RV0747'THAN PRESENT MEASUREMENT WHICH WAS RECHECKED IN THE FIELD AND IS
 RV0747'CORRECT.  MEASUREMENTS OF DISTANCE TO REFERENCE MARK NO. 1 AGREE.
 RV0747'A DIFFERENCE OF DIRECTION TO REFERENCE MARKS NO. 1 AND NO. 2
 RV0747'OF 03 MIN 18 SEC AND 02 MIN 21 SEC RESPECTIVELY OCCURS BETWEEN
 RV0747'THE 1934 AND 1939 OBSERVATIONS.  THESE VARIATIONS ARE EASILY
 RV0747'ACCOUNTED FOR IN THE FACT THAT WHILE THE BOULDERS APPEAR TO BE
 RV0747'OF GOOD SIZE AND SOLID, THEY LIE MOSTLY ON THE SURFACE,
 RV0747'EXTENDING BUT A SHORT DEPTH INTO THE GROUND AND BECAUSE OF
 RV0747'THIS MAY BE SUBJECT TO SOME MOVEMENT DUE TO CLIMATIC
 RV0747'CONDITIONS.  THEIR POSITION WAS STRENGTHENED AS MUCH AS
 RV0747'OBSERVING PARTY EQUIPMENT COULD ACCOMPLISH BY TAMPING
 RV0747'ADDITIONAL EARTH AROUND THEM.  NO NEW MARKS WERE SET.
 RV0747
 RV0747                          STATION RECOVERY (1949)
 RV0747
 RV0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 RV0747'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 RV0747'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0834 ***********************************************************************
 TN0834  DESIGNATION -  ASHLEY MOUNTAIN LOT
 TN0834  PID         -  TN0834
 TN0834  STATE/COUNTY-  MT/FLATHEAD
 TN0834  USGS QUAD   -  ASHLEY MOUNTAIN (1994)
 TN0834
 TN0834                         *CURRENT SURVEY CONTROL
 TN0834  ___________________________________________________________________
 TN0834* NAD 83(1992)-  48 16 52.03463(N)    114 42 43.64468(W)     ADJUSTED  
 TN0834* NAVD 88     -      1921.     (meters)    6302.     (feet)  VERTCON   
 TN0834  ___________________________________________________________________
 TN0834  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 TN0834  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 TN0834
 TN0834  HORZ ORDER  -  THIRD
 TN0834
 TN0834.The horizontal coordinates were established by classical geodetic methods
 TN0834.and adjusted by the National Geodetic Survey in July 1992..
 TN0834
 TN0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0834
 TN0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0834
 TN0834.The geoid height was determined by GEOID03.
 TN0834
 TN0834;                    North         East     Units Scale Factor Converg.
 TN0834;SPC MT       -   460,803.210   213,586.317   MT  0.99963883   -3 48 45.7
 TN0834;SPC MT       - 1,511,821.56    700,742.51   iFT  0.99963883   -3 48 45.7
 TN0834;UTM  11      - 5,350,076.466   669,730.932   MT  0.99995398   +1 42 29.2
 TN0834
 TN0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0834!SPC MT       -   0.99970138  x   0.99963883  =   0.99934032
 TN0834!UTM  11      -   0.99970138  x   0.99995398  =   0.99965537
 TN0834
 TN0834                          SUPERSEDED SURVEY CONTROL
 TN0834
 TN0834  NAD 83(1986)-  48 16 52.04211(N)    114 42 43.64513(W) AD(       ) 4
 TN0834  NAD 27      -  48 16 52.17221(N)    114 42 40.13575(W) AD(       ) 3
 TN0834  NGVD 29 (07/19/86) 1920.     (m)         6299.     (f) VERT ANG       
 TN0834
 TN0834.Superseded values are not recommended for survey control.
 TN0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0834.See file dsdata.txt to determine how the superseded data were derived.
 TN0834
 TN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP6973150076(NAD 83)
 TN0834
 TN0834  HISTORY     - Date     Condition        Report By
 TN0834  HISTORY     - 1959     MONUMENTED       CGS
 TN0834  HISTORY     - 1963     GOOD             USGS
 TN0834
 TN0834                          STATION DESCRIPTION
 TN0834
 TN0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0834'THE STATION IS THE DETERMINED CENTER OF THE LOOKOUT TOWER.  IT IS
 TN0834'A WOODEN CABIN PAINTED WHITE, SUPPORTED BY FOUR POLE LEGS WITH
 TN0834'AN OVERALL HEIGHT OF 60 FEET.  IT IS LOCATED ON THE HIGHEST
 TN0834'POINT OF ASHLEY MOUNTAIN (A HIGH PROMINENT, HEAVILY TIMBERED
 TN0834'MOUNTAIN), ABOUT 18-1/2 MILES WEST AND 6 MILES NORTH OF
 TN0834'KALISPELL, 17 MILES WEST AND 9 MILES SOUTH OF WHITEFISH AND 7
 TN0834'MILES SOUTH OF THE STAR MEADOWS RANGER STATION, IN THE
 TN0834'NORTHWEST 1/4 OF SECTION 18, T 29 N, R 24 W.
 TN0834'
 TN0834'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TN0834'ASHLEY 1959, THE DISTANCE BEING 4.79 FEET OR 1.459 METERS.
 TN0834
 TN0834                          STATION RECOVERY (1963)
 TN0834
 TN0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JTD)
 TN0834'STATION MARK--STANDARD USC AND GS DISK BRAZED TO THE TOP OF A 2 IN.
 TN0834'PIPE PROJECTING 1.2 FT. AND STAMPED ---ASHLEY 1939---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0371 ***********************************************************************
 QV0371  DESIGNATION -  ATT MICROWAV 8 MI NW ST XAVIER
 QV0371  PID         -  QV0371
 QV0371  STATE/COUNTY-  MT/BIG HORN
 QV0371  USGS QUAD   -  BENTONITE FLATS (1969)
 QV0371
 QV0371                         *CURRENT SURVEY CONTROL
 QV0371  ___________________________________________________________________
 QV0371* NAD 83(1993)-  45 30 54.90129(N)    107 52 59.43152(W)     ADJUSTED  
 QV0371* NAVD 88     -                                                        
 QV0371  ___________________________________________________________________
 QV0371  LAPLACE CORR-          -8.77  (seconds)                    DEFLEC99
 QV0371  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 QV0371
 QV0371  HORZ ORDER  -  THIRD
 QV0371
 QV0371.The horizontal coordinates were established by classical geodetic methods
 QV0371.and adjusted by the National Geodetic Survey in January 1997..
 QV0371
 QV0371
 QV0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0371
 QV0371.The geoid height was determined by GEOID03.
 QV0371
 QV0371;                    North         East     Units Scale Factor Converg.
 QV0371;SPC MT       -   141,923.062   726,290.656   MT  0.99972981   +1 10 57.8
 QV0371;SPC MT       -   465,626.84  2,382,843.36   iFT  0.99972981   +1 10 57.8
 QV0371;UTM  13      - 5,044,234.743   274,809.139   MT  1.00022352   -2 03 28.2
 QV0371
 QV0371                          SUPERSEDED SURVEY CONTROL
 QV0371
 QV0371  NAD 83(1992)-  45 30 54.89815(N)    107 52 59.42581(W) AD(       ) 4
 QV0371  NAD 83(1986)-  45 30 54.89515(N)    107 52 59.41734(W) AD(       ) 4
 QV0371  NAD 27      -  45 30 55.04100(N)    107 52 57.01600(W) AD(       ) 3
 QV0371
 QV0371.Superseded values are not recommended for survey control.
 QV0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0371.See file dsdata.txt to determine how the superseded data were derived.
 QV0371
 QV0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL7480944235(NAD 83)
 QV0371_MARKER: 43 = RADIO/TV TOWER
 QV0371
 QV0371  HISTORY     - Date     Condition        Report By
 QV0371  HISTORY     - 1957     FIRST OBSERVED   CGS
 QV0371
 QV0371                          STATION DESCRIPTION
 QV0371
 QV0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0371'STATION IS IN THE CROW INDIAN RESERVATION, ABOUT 25 MILES
 QV0371'WEST-SOUTHWEST OF CROW AGENCY, 7-1/4 MILES WEST AND 4 MILES
 QV0371'NORTH OF ST. XAVIER, 1-1/2 MILES NORTH OF BEAUVAIS CREEK, NEAR
 QV0371'THE WESTERN END OF A HIGH MESA THAT EXTENDS NORTHWEST AND
 QV0371'SOUTHEAST.  IT IS A FOUR LEGGED STEEL STRUCTURE HAVING TWO
 QV0371'ANTENNAS MOUNTED AT THE TOP.  THE HEIGHT TO THE TOP OF THE
 QV0371'ANTENNAS IS 51 FEET.  A TRAVERSE CONNECTION WAS MADE TO THE
 QV0371'DETERMINED CENTER OF THE BASE OF THE TOWER AND THE DISTANCE
 QV0371'WAS FOUND TO BE 366.96 FEET.  DISTANCE WAS MEASURED WITH A
 QV0371'300 FOOT STEEL TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1524 ***********************************************************************
 SS1524  DESIGNATION -  ATT MICROWAVE INSTALL ESE BELT
 SS1524  PID         -  SS1524
 SS1524  STATE/COUNTY-  MT/JUDITH BASIN
 SS1524  USGS QUAD   -  RAYNESFORD (1995)
 SS1524
 SS1524                         *CURRENT SURVEY CONTROL
 SS1524  ___________________________________________________________________
 SS1524* NAD 83(1992)-  47 19 18.48628(N)    110 40 42.21918(W)     ADJUSTED  
 SS1524* NAVD 88     -                                                        
 SS1524  ___________________________________________________________________
 SS1524  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 SS1524  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 SS1524
 SS1524  HORZ ORDER  -  THIRD
 SS1524
 SS1524.The horizontal coordinates were established by classical geodetic methods
 SS1524.and adjusted by the National Geodetic Survey in July 1992..
 SS1524
 SS1524
 SS1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1524
 SS1524.The geoid height was determined by GEOID03.
 SS1524
 SS1524;                    North         East     Units Scale Factor Converg.
 SS1524;SPC MT       -   342,001.545   510,971.758   MT  0.99940717   -0 51 43.2
 SS1524;SPC MT       - 1,122,052.31  1,676,416.53   iFT  0.99940717   -0 51 43.2
 SS1524;UTM  12      - 5,240,975.925   524,303.064   MT  0.99960726   +0 14 11.2
 SS1524
 SS1524                          SUPERSEDED SURVEY CONTROL
 SS1524
 SS1524  NAD 83(1986)-  47 19 18.48517(N)    110 40 42.20379(W) AD(       ) 4
 SS1524  NAD 27      -  47 19 18.61100(N)    110 40 39.41500(W) AD(       ) 3
 SS1524
 SS1524.Superseded values are not recommended for survey control.
 SS1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1524.See file dsdata.txt to determine how the superseded data were derived.
 SS1524
 SS1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2430340976(NAD 83)
 SS1524_MARKER: Z = SEE DESCRIPTION
 SS1524_SETTING: 0 = UNSPECIFIED SETTING
 SS1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1524
 SS1524  HISTORY     - Date     Condition        Report By
 SS1524  HISTORY     - 1961     MONUMENTED       CGS
 SS1524
 SS1524                          STATION DESCRIPTION
 SS1524
 SS1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1524'THE STATION IS THE CENTER OF THE WELDED SECTION WHICH SUPPORTS
 SS1524'TWO LARGE FANS MOUNTED ON TOP OF A 10 BY 15 FOOT BUILDING.
 SS1524'IT IS ABOUT 13 MILES EAST SOUTHEAST OF BELT, 5 MILES NORTHEAST
 SS1524'OF RAYNESFORD, 4 MILES NORTHWEST OF SPION KOP RAILROAD SIDING, 75
 SS1524'FEET EAST OF A ROAD AND ON HIGHEST POINT OF A GRASS COVERED
 SS1524'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1417 ***********************************************************************
 SS1417  DESIGNATION -  ATT MICROWAVE MAST N GRT FALLS
 SS1417  PID         -  SS1417
 SS1417  STATE/COUNTY-  MT/CASCADE
 SS1417  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1417
 SS1417                         *CURRENT SURVEY CONTROL
 SS1417  ___________________________________________________________________
 SS1417* NAD 83(1992)-  47 34 30.57827(N)    111 17 27.16934(W)     ADJUSTED  
 SS1417* NAVD 88     -                                                        
 SS1417  ___________________________________________________________________
 SS1417  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 SS1417  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SS1417
 SS1417  HORZ ORDER  -  THIRD
 SS1417
 SS1417.The horizontal coordinates were established by classical geodetic methods
 SS1417.and adjusted by the National Geodetic Survey in July 1992..
 SS1417
 SS1417
 SS1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1417
 SS1417.The geoid height was determined by GEOID03.
 SS1417
 SS1417;                    North         East     Units Scale Factor Converg.
 SS1417;SPC MT       -   371,023.327   465,348.449   MT  0.99944082   -1 18 36.1
 SS1417;SPC MT       - 1,217,268.13  1,526,733.76   iFT  0.99944082   -1 18 36.1
 SS1417;UTM  12      - 5,269,123.839   478,124.094   MT  0.99960588   -0 12 53.0
 SS1417
 SS1417                          SUPERSEDED SURVEY CONTROL
 SS1417
 SS1417  NAD 83(1986)-  47 34 30.57785(N)    111 17 27.15030(W) AD(       ) 4
 SS1417  NAD 27      -  47 34 30.71580(N)    111 17 24.30974(W) AD(       ) 3
 SS1417
 SS1417.Superseded values are not recommended for survey control.
 SS1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1417.See file dsdata.txt to determine how the superseded data were derived.
 SS1417
 SS1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7812469124(NAD 83)
 SS1417_MARKER: 44 = MICROWAVE MAST
 SS1417
 SS1417  HISTORY     - Date     Condition        Report By
 SS1417  HISTORY     - 1961     FIRST OBSERVED   CGS
 SS1417  HISTORY     - 1965     GOOD             CGS
 SS1417  HISTORY     - 1968     GOOD             CGS
 SS1417  HISTORY     - 1969     GOOD             CGS
 SS1417
 SS1417                          STATION DESCRIPTION
 SS1417
 SS1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1417'THE STATION IS THE CENTER OF THE TOP OF A 200 FOOT HIGH STEEL
 SS1417'MAST, PAINTED ALTERNATELY RED AND WHITE.  LOCATED 5-1/2 MILES
 SS1417'NORTH OF GREAT FALLS, ON THE HIGHEST POINT OF A PROMINENT
 SS1417'EAST-WEST RIDGE.
 SS1417
 SS1417                          STATION RECOVERY (1965)
 SS1417
 SS1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 SS1417'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALY DESCRIBED.
 SS1417
 SS1417                          STATION RECOVERY (1968)
 SS1417
 SS1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1417'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 SS1417
 SS1417                          STATION RECOVERY (1969)
 SS1417
 SS1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CMM)
 SS1417'THE RELAY MAST WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0341 ***********************************************************************
 QV0341  DESIGNATION -  ATT MICROWAVE TWR 7 MI W WYOLA
 QV0341  PID         -  QV0341
 QV0341  STATE/COUNTY-  MT/BIG HORN
 QV0341  USGS QUAD   -  WILLOW CREEK DAM (1969)
 QV0341
 QV0341                         *CURRENT SURVEY CONTROL
 QV0341  ___________________________________________________________________
 QV0341* NAD 83(1993)-  45 08 59.86458(N)    107 31 46.96387(W)     ADJUSTED  
 QV0341* NAVD 88     -                                                        
 QV0341  ___________________________________________________________________
 QV0341  LAPLACE CORR-          -8.97  (seconds)                    DEFLEC99
 QV0341  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 QV0341
 QV0341  HORZ ORDER  -  THIRD
 QV0341
 QV0341.The horizontal coordinates were established by classical geodetic methods
 QV0341.and adjusted by the National Geodetic Survey in January 1997..
 QV0341
 QV0341
 QV0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0341
 QV0341.The geoid height was determined by GEOID03.
 QV0341
 QV0341;                    North         East     Units Scale Factor Converg.
 QV0341;SPC MT       -   101,978.005   754,915.410   MT  0.99991330   +1 26 28.6
 QV0341;SPC MT       -   334,573.51  2,476,756.59   iFT  0.99991330   +1 26 28.6
 QV0341;UTM  13      - 5,002,722.862   301,141.013   MT  1.00008626   -1 47 38.5
 QV0341
 QV0341                          SUPERSEDED SURVEY CONTROL
 QV0341
 QV0341  NAD 83(1992)-  45 08 59.85518(N)    107 31 46.95087(W) AD(       ) 4
 QV0341  NAD 83(1986)-  45 08 59.85422(N)    107 31 46.94857(W) AD(       ) 4
 QV0341  NAD 27      -  45 08 59.98100(N)    107 31 44.60400(W) AD(       ) 3
 QV0341
 QV0341.Superseded values are not recommended for survey control.
 QV0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0341.See file dsdata.txt to determine how the superseded data were derived.
 QV0341
 QV0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL0114102723(NAD 83)
 QV0341_MARKER: 55 = TOWER
 QV0341
 QV0341  HISTORY     - Date     Condition        Report By
 QV0341  HISTORY     - 1957     FIRST OBSERVED   CGS
 QV0341
 QV0341                          STATION DESCRIPTION
 QV0341
 QV0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0341'STATION IS IN THE CROW INDIAN RESERVATION, 6-1/2 MILES WEST
 QV0341'AND 1-3/4 MILES NORTH OF WYOLA, ON THE HIGHEST POINT IN THE
 QV0341'IMMEDIATE VICINITY.  IT IS A FOUR LEGGED STEEL STRUCTURE 51.8
 QV0341'FEET HIGH.
 QV0341'
 QV0341'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WAVE TO
 QV0341'THE DETERMINED CENTER OF THE TOWER AND THE DISTANCE WAS FOUND
 QV0341'TO BE 198.34 FEET (60.454 METERS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1479 ***********************************************************************
 SS1479  DESIGNATION -  ATT TETON RIDGE MICROWAVE TWR
 SS1479  PID         -  SS1479
 SS1479  STATE/COUNTY-  MT/TETON
 SS1479  USGS QUAD   -  T L GAP (1987)
 SS1479
 SS1479                         *CURRENT SURVEY CONTROL
 SS1479  ___________________________________________________________________
 SS1479* NAD 83(1992)-  47 48 30.98077(N)    111 55 28.64016(W)     ADJUSTED  
 SS1479* NAVD 88     -                                                        
 SS1479  ___________________________________________________________________
 SS1479  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 SS1479  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS1479
 SS1479  HORZ ORDER  -  THIRD
 SS1479
 SS1479.The horizontal coordinates were established by classical geodetic methods
 SS1479.and adjusted by the National Geodetic Survey in July 1992..
 SS1479
 SS1479
 SS1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1479
 SS1479.The geoid height was determined by GEOID03.
 SS1479
 SS1479;                    North         East     Units Scale Factor Converg.
 SS1479;SPC MT       -   398,234.616   418,515.211   MT  0.99948927   -1 46 25.0
 SS1479;SPC MT       - 1,306,544.02  1,373,081.40   iFT  0.99948927   -1 46 25.0
 SS1479;UTM  12      - 5,295,441.781   430,772.899   MT  0.99965889   -0 41 06.3
 SS1479
 SS1479                          SUPERSEDED SURVEY CONTROL
 SS1479
 SS1479  NAD 83(1986)-  47 48 30.98830(N)    111 55 28.61507(W) AD(       ) 4
 SS1479  NAD 27      -  47 48 31.14400(N)    111 55 25.61800(W) AD(       ) 3
 SS1479
 SS1479.Superseded values are not recommended for survey control.
 SS1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1479.See file dsdata.txt to determine how the superseded data were derived.
 SS1479
 SS1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT3077395442(NAD 83)
 SS1479_MARKER: 44 = MICROWAVE MAST
 SS1479
 SS1479  HISTORY     - Date     Condition        Report By
 SS1479  HISTORY     - 1961     FIRST OBSERVED   CGS
 SS1479  HISTORY     - 1973     GOOD             NGS
 SS1479
 SS1479                          STATION DESCRIPTION
 SS1479
 SS1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SS1479'THE STATION IS THE CENTER OF A SHORT, WIDE MICROWAVE TOWER,
 SS1479'APPROXIMATELY 80 FT TALL AND 30 FT WIDE AT THE BASE.
 SS1479'
 SS1479'TO REACH THE STATION FROM THE POST OFFICE IN DUTTON, MONTANA,
 SS1479'GO EAST 0.30 MILES ON MAIN ST. TO INTERSECTION OF 3RD AVE. AND
 SS1479'EAST MAIN.  TURN RIGHT ON 3RD AVE. GO 0.60 MILES TO INTERSECTION
 SS1479'OF MONT. 221 TURN RIGHT, GO NORTH ON MONT. 221 8.8 MILES TO
 SS1479'GRAVEL ROAD LEFT.  TURN LEFT, GO SOUTH 4.0 MILES TO X
 SS1479'INTERSECTION.  TURN RIGHT, GO WEST 1.0 MILE TO X INTERSECTION, TURN
 SS1479'RIGHT, GO NORTH 1.6 MILES TO THE MICROWAVE ON TOP OF TETON
 SS1479'RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1188 ***********************************************************************
 SR1188  DESIGNATION -  AUTUMN
 SR1188  PID         -  SR1188
 SR1188  STATE/COUNTY-  MT/PHILLIPS
 SR1188  USGS QUAD   -  KEPPLE BOTTOMS (1971)
 SR1188
 SR1188                         *CURRENT SURVEY CONTROL
 SR1188  ___________________________________________________________________
 SR1188* NAD 83(1992)-  47 36 30.59817(N)    108 24 50.61141(W)     ADJUSTED  
 SR1188* NAVD 88     -       839.     (meters)    2753.     (feet)  SCALED    
 SR1188  ___________________________________________________________________
 SR1188  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 SR1188  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 SR1188
 SR1188  HORZ ORDER  -  THIRD
 SR1188
 SR1188.The horizontal coordinates were established by classical geodetic methods
 SR1188.and adjusted by the National Geodetic Survey in July 1992..
 SR1188
 SR1188.The orthometric height was scaled from a topographic map.
 SR1188
 SR1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1188
 SR1188.The geoid height was determined by GEOID03.
 SR1188
 SR1188;                    North         East     Units Scale Factor Converg.
 SR1188;SPC MT       -   373,754.216   681,602.185   MT  0.99944672   +0 47 39.7
 SR1188;SPC MT       - 1,226,227.74  2,236,227.64   iFT  0.99944672   +0 47 39.7
 SR1188;UTM  12      - 5,276,028.261   694,348.581   MT  1.00006418   +1 54 37.6
 SR1188
 SR1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1188!SPC MT       -   0.99987092  x   0.99944672  =   0.99931771
 SR1188!UTM  12      -   0.99987092  x   1.00006418  =   0.99993509
 SR1188
 SR1188                          SUPERSEDED SURVEY CONTROL
 SR1188
 SR1188  NAD 83(1986)-  47 36 30.59261(N)    108 24 50.59597(W) AD(       ) 3
 SR1188
 SR1188.Superseded values are not recommended for survey control.
 SR1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1188.See file dsdata.txt to determine how the superseded data were derived.
 SR1188
 SR1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT9434976028(NAD 83)
 SR1188_MARKER: DS = TRIANGULATION STATION DISK
 SR1188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1188
 SR1188  HISTORY     - Date     Condition        Report By
 SR1188  HISTORY     - 1885     MONUMENTED       MORC
 SR1188
 SR1188                          STATION DESCRIPTION
 SR1188
 SR1188'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SR1188'AUTUMN IS ON THE LEFT BANK, ONE-HALF MI. FROM THE RIVER, AT A POINT 1
 SR1188'MI. BELOW ROCKY POINT, ON A HIGH, FLAT PLACE, NEAR THE W. EDGE OF THE
 SR1188'PLATEAU.
 SR1188'
 SR1188'STATION MARK--STANDARD MORC MARK CAPPED ON 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0029 ***********************************************************************
 QX0029  DESIGNATION -  AV 1
 QX0029  PID         -  QX0029
 QX0029  STATE/COUNTY-  MT/PARK
 QX0029  USGS QUAD   -  SPRINGDALE (1981)
 QX0029
 QX0029                         *CURRENT SURVEY CONTROL
 QX0029  ___________________________________________________________________
 QX0029* NAD 83(1986)-  45 44 18.     (N)    110 13 38.     (W)     SCALED    
 QX0029* NAVD 88     -      1288.035  (meters)    4225.83   (feet)  POSTED    
 QX0029  ___________________________________________________________________
 QX0029  GEOID HEIGHT-         -10.78  (meters)                     GEOID03
 QX0029  DYNAMIC HT  -        1287.630 (meters)    4224.50  (feet)  COMP
 QX0029  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 QX0029
 QX0029  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QX0029
 QX0029.The horizontal coordinates were scaled from a topographic map and have
 QX0029.an estimated accuracy of +/- 6 seconds.
 QX0029
 QX0029.The orthometric height was determined by differential leveling
 QX0029.and adjusted by the National Geodetic Survey in 1992..
 QX0029.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QX0029.rate of 1.1 thru 2.0 mm/km.
 QX0029
 QX0029.The geoid height was determined by GEOID03.
 QX0029
 QX0029.The dynamic height is computed by dividing the NAVD 88
 QX0029.geopotential number by the normal gravity value computed on the
 QX0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0029.degrees latitude (g = 980.6199 gals.).
 QX0029
 QX0029.The modeled gravity was interpolated from observed gravity values.
 QX0029
 QX0029;                    North         East    Units  Estimated Accuracy
 QX0029;SPC MT       -   165,670.      543,420.      MT  (+/- 180 meters Scaled)
 QX0029
 QX0029                          SUPERSEDED SURVEY CONTROL
 QX0029
 QX0029  NGVD 29 (??/??/92) 1286.964  (m)         4222.31   (f) ADJ UNCH    1 2
 QX0029
 QX0029.Superseded values are not recommended for survey control.
 QX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0029.See file dsdata.txt to determine how the superseded data were derived.
 QX0029
 QX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR601652(NAD 83)
 QX0029_MARKER: DD = SURVEY DISK
 QX0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0029_SP_SET: CONCRETE BLOCK
 QX0029_STAMPING: A V 1 1948 4222
 QX0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0029
 QX0029  HISTORY     - Date     Condition        Report By
 QX0029  HISTORY     - 1948     MONUMENTED       USGS
 QX0029  HISTORY     - 1958     GOOD             NGS
 QX0029  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0029
 QX0029                          STATION DESCRIPTION
 QX0029
 QX0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0029'15.0 MI SW FROM BIG TIMBER.
 QX0029'ABOUT 15.0 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0029'STATION AT BIG TIMBER, IN SECTION 22, T 1 S, R 12 E, 218 FEET
 QX0029'SOUTHWEST OF THE WEST CORNER OF THE STATION AT SPRINGDALE, IN THE TOP
 QX0029'OF THE SOUTHEAST END OF A 12X35-INCH CONCRETE BLOCK AT THE BOTTOM OF A
 QX0029'STEEL LADDER AT THE NORTHEAST SIDE OF THE RAILROAD WATER TANK, 82 FEET
 QX0029'WEST-NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 92 FEET SOUTHWEST
 QX0029'OF THE CENTER LINE OF A GRAVEL ROAD, AND ABOUT 1 FOOT ABOVE THE
 QX0029'GROUND.
 QX0029
 QX0029                          STATION RECOVERY (1982)
 QX0029
 QX0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0029'THE WATER TANK AND FOUNDATION HAVE BEEN REMOVED AND THE MARK SHOULD BE
 QX0029'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0650 ***********************************************************************
 QX0650  DESIGNATION -  AV 11
 QX0650  PID         -  QX0650
 QX0650  STATE/COUNTY-  MT/PARK
 QX0650  USGS QUAD   -  KELLY HILLS (1951)
 QX0650
 QX0650                         *CURRENT SURVEY CONTROL
 QX0650  ___________________________________________________________________
 QX0650* NAD 83(1992)-  45 46 54.59449(N)    110 14 14.32583(W)     ADJUSTED  
 QX0650* NAVD 88     -      1371.39   (+/-2cm)    4499.3    (feet)  VERTCON   
 QX0650  ___________________________________________________________________
 QX0650  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 QX0650  GEOID HEIGHT-         -10.89  (meters)                     GEOID03
 QX0650
 QX0650  HORZ ORDER  -  THIRD
 QX0650  VERT ORDER  -  THIRD ? (See Below)
 QX0650
 QX0650.The horizontal coordinates were established by classical geodetic methods
 QX0650.and adjusted by the National Geodetic Survey in July 1992..
 QX0650
 QX0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0650.The vertical order pertains to the NGVD 29 superseded value.
 QX0650
 QX0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0650
 QX0650.The geoid height was determined by GEOID03.
 QX0650
 QX0650;                    North         East     Units Scale Factor Converg.
 QX0650;SPC MT       -   170,508.701   542,683.855   MT  0.99962079   -0 32 21.7
 QX0650;SPC MT       -   559,411.75  1,780,458.84   iFT  0.99962079   -0 32 21.7
 QX0650;UTM  12      - 5,070,090.791   559,288.271   MT  0.99964321   +0 32 47.9
 QX0650
 QX0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0650!SPC MT       -   0.99978676  x   0.99962079  =   0.99940763
 QX0650!UTM  12      -   0.99978676  x   0.99964321  =   0.99943004
 QX0650
 QX0650:                Primary Azimuth Mark                     Grid Az
 QX0650:SPC MT       -  GLO 2 RM 1                               079 16 01.5
 QX0650:UTM  12      -  GLO 2 RM 1                               078 10 51.9
 QX0650
 QX0650|---------------------------------------------------------------------|
 QX0650| PID    Reference Object                     Distance      Geod. Az  |
 QX0650|                                                           dddmmss.s |
 QX0650| QX0648 GLO 2 RM 1                          APPROX. 1.3 KM 0784339.8 |
 QX0650|---------------------------------------------------------------------|
 QX0650
 QX0650                          SUPERSEDED SURVEY CONTROL
 QX0650
 QX0650  NAD 83(1986)-  45 46 54.59097(N)    110 14 14.31697(W) AD(       ) 3
 QX0650  NAD 27      -  45 46 54.82375(N)    110 14 11.63525(W) AD(       ) 3
 QX0650  NGVD 29 (07/19/86) 1370.32   (m)         4495.8    (f) LEVELING    3  
 QX0650
 QX0650.Superseded values are not recommended for survey control.
 QX0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0650.See file dsdata.txt to determine how the superseded data were derived.
 QX0650
 QX0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR5928870091(NAD 83)
 QX0650_MARKER: DB = BENCH MARK DISK
 QX0650_SETTING: 0 = UNSPECIFIED SETTING
 QX0650
 QX0650  HISTORY     - Date     Condition        Report By
 QX0650  HISTORY     - 1948     MONUMENTED       USGS
 QX0650
 QX0650                          STATION DESCRIPTION
 QX0650
 QX0650'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0650'SPRINGDALE RAILROAD STATION, 3.7 MI. N. OF ALONG COUNTY RD., 150 FT.
 QX0650'N. AND 105 FT. E. OF Y-JUNCTION OF N-SW. RD. AND RD.E. 1120 FT. S.,
 QX0650'1125 FT. E. OF NW. COR. SEC.3, T.1 S., R.12 E.,
 QX0650'
 QX0650'STATION MARK - STANDARD BENCH MARK TABLET, STAMPED ---4496 AV 11
 QX0650'1948---.SET IN CONCRETE POST.
 QX0650'
 QX0650'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0719 ***********************************************************************
 QX0719  DESIGNATION -  AV 27
 QX0719  PID         -  QX0719
 QX0719  STATE/COUNTY-  MT/PARK
 QX0719  USGS QUAD   -  GOBBLERS KNOB (1951)
 QX0719
 QX0719                         *CURRENT SURVEY CONTROL
 QX0719  ___________________________________________________________________
 QX0719* NAD 83(1992)-  45 46 33.48919(N)    110 37 37.13424(W)     ADJUSTED  
 QX0719* NAVD 88     -      1565.30   (+/-2cm)    5135.5    (feet)  VERTCON   
 QX0719  ___________________________________________________________________
 QX0719  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 QX0719  GEOID HEIGHT-         -10.77  (meters)                     GEOID03
 QX0719
 QX0719  HORZ ORDER  -  THIRD
 QX0719  VERT ORDER  -  THIRD ? (See Below)
 QX0719
 QX0719.The horizontal coordinates were established by classical geodetic methods
 QX0719.and adjusted by the National Geodetic Survey in July 1992..
 QX0719
 QX0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0719.The vertical order pertains to the NGVD 29 superseded value.
 QX0719
 QX0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0719
 QX0719.The geoid height was determined by GEOID03.
 QX0719
 QX0719;                    North         East     Units Scale Factor Converg.
 QX0719;SPC MT       -   170,217.899   512,384.690   MT  0.99962296   -0 49 27.8
 QX0719;SPC MT       -   558,457.67  1,681,052.13   iFT  0.99962296   -0 49 27.8
 QX0719;UTM  12      - 5,069,224.276   529,000.010   MT  0.99961034   +0 16 02.3
 QX0719
 QX0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0719!SPC MT       -   0.99975635  x   0.99962296  =   0.99937940
 QX0719!UTM  12      -   0.99975635  x   0.99961034  =   0.99936679
 QX0719
 QX0719:                Primary Azimuth Mark                     Grid Az
 QX0719:SPC MT       -  GLO 1 RM 1                               292 47 46.8
 QX0719:UTM  12      -  GLO 1 RM 1                               291 42 16.7
 QX0719
 QX0719|---------------------------------------------------------------------|
 QX0719| PID    Reference Object                     Distance      Geod. Az  |
 QX0719|                                                           dddmmss.s |
 QX0719| QX0718 GLO 1 RM 1                          APPROX. 3.1 KM 2915819.0 |
 QX0719|---------------------------------------------------------------------|
 QX0719
 QX0719                          SUPERSEDED SURVEY CONTROL
 QX0719
 QX0719  NAD 83(1986)-  45 46 33.48531(N)    110 37 37.12751(W) AD(       ) 3
 QX0719  NAD 27      -  45 46 33.72245(N)    110 37 34.37300(W) AD(       ) 3
 QX0719  NGVD 29 (07/19/86) 1564.10   (m)         5131.6    (f) LEVELING    3  
 QX0719
 QX0719.Superseded values are not recommended for survey control.
 QX0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0719.See file dsdata.txt to determine how the superseded data were derived.
 QX0719
 QX0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR2900069224(NAD 83)
 QX0719_MARKER: DD = SURVEY DISK
 QX0719_SETTING: 0 = UNSPECIFIED SETTING
 QX0719
 QX0719  HISTORY     - Date     Condition        Report By
 QX0719  HISTORY     - 1948     MONUMENTED       USGS
 QX0719
 QX0719                          STATION DESCRIPTION
 QX0719
 QX0719'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0719'FRANCES BROTHERS RANCH HOUSE, 0.3 MI. S. ALONG COUNTY RD., THENCE
 QX0719'5.1 MI. W. FROM ALONG RANCH RD., 0.3 MI. S. OF YOPPE RANCH HOUSE,
 QX0719'IN SW. 1/4 SEC. 4, T 1 S, R 9 E, 62 FT. W. OF CROSSROADS.
 QX0719'
 QX0719'STATION MARK--STANDARD TABLET, STAMPED ---5132 AV 27 1948---, SET
 QX0719'IN CONCRETE POST.
 QX0719'
 QX0719'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0020 ***********************************************************************
 QX0020  DESIGNATION -  AV 3
 QX0020  PID         -  QX0020
 QX0020  STATE/COUNTY-  MT/PARK
 QX0020  USGS QUAD   -  ELTON (1981)
 QX0020
 QX0020                         *CURRENT SURVEY CONTROL
 QX0020  ___________________________________________________________________
 QX0020* NAD 83(1986)-  45 41 37.     (N)    110 16 25.     (W)     SCALED    
 QX0020* NAVD 88     -      1300.738  (meters)    4267.50   (feet)  ADJUSTED  
 QX0020  ___________________________________________________________________
 QX0020  GEOID HEIGHT-         -10.49  (meters)                     GEOID03
 QX0020  DYNAMIC HT  -        1300.331 (meters)    4266.17  (feet)  COMP
 QX0020  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 QX0020
 QX0020  VERT ORDER  -  FIRST     CLASS II
 QX0020
 QX0020.The horizontal coordinates were scaled from a topographic map and have
 QX0020.an estimated accuracy of +/- 6 seconds.
 QX0020
 QX0020.The orthometric height was determined by differential leveling
 QX0020.and adjusted by the National Geodetic Survey in June 1991..
 QX0020
 QX0020.The geoid height was determined by GEOID03.
 QX0020
 QX0020.The dynamic height is computed by dividing the NAVD 88
 QX0020.geopotential number by the normal gravity value computed on the
 QX0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0020.degrees latitude (g = 980.6199 gals.).
 QX0020
 QX0020.The modeled gravity was interpolated from observed gravity values.
 QX0020
 QX0020;                    North         East    Units  Estimated Accuracy
 QX0020;SPC MT       -   160,740.      539,770.      MT  (+/- 180 meters Scaled)
 QX0020
 QX0020                          SUPERSEDED SURVEY CONTROL
 QX0020
 QX0020  NGVD 29 (??/??/92) 1299.661  (m)         4263.97   (f) ADJ UNCH    1 2
 QX0020
 QX0020.Superseded values are not recommended for survey control.
 QX0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0020.See file dsdata.txt to determine how the superseded data were derived.
 QX0020
 QX0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR565602(NAD 83)
 QX0020_MARKER: DD = SURVEY DISK
 QX0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0020_SP_SET: BATTERY WALL
 QX0020_STAMPING: A V 3 1948 4264
 QX0020_MARK LOGO: CGS   
 QX0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0020
 QX0020  HISTORY     - Date     Condition        Report By
 QX0020  HISTORY     - 1948     MONUMENTED       USGS
 QX0020  HISTORY     - 1958     GOOD             NGS
 QX0020  HISTORY     - 1982     GOOD             NGS
 QX0020
 QX0020                          STATION DESCRIPTION
 QX0020
 QX0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0020'15.25 MI NE FROM LIVINGSTON.
 QX0020'ABOUT 15.25 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 QX0020'THE STATION AT LIVINGSTON, IN SECTION 5, T 2 S, R 12 E, IN THE TOP OF
 QX0020'THE NORTHEAST EDGE OF A CONCRETE BATTERY WELL, ABOUT 0.15 MILE WEST OF
 QX0020'MILEPOST 100, 8 FEET SOUTH OF THE SOUTH RAIL, ABOUT 2 1/2 FEET BELOW
 QX0020'THE LEVEL OF THE TRACK, AND ABOUT 10 INCHES BELOW THE SURFACE OF THE
 QX0020'GROUND.
 QX0020
 QX0020                          STATION RECOVERY (1982)
 QX0020
 QX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0044 ***********************************************************************
 QX0044  DESIGNATION -  AV 5
 QX0044  PID         -  QX0044
 QX0044  STATE/COUNTY-  MT/SWEET GRASS
 QX0044  USGS QUAD   -  CARNEY (1980)
 QX0044
 QX0044                         *CURRENT SURVEY CONTROL
 QX0044  ___________________________________________________________________
 QX0044* NAD 83(1986)-  45 47 51.     (N)    110 02 35.     (W)     SCALED    
 QX0044* NAVD 88     -      1252.577  (meters)    4109.50   (feet)  ADJUSTED  
 QX0044  ___________________________________________________________________
 QX0044  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 QX0044  DYNAMIC HT  -        1252.201 (meters)    4108.26  (feet)  COMP
 QX0044  MODELED GRAV-     980,272.3   (mgal)                       NAVD 88
 QX0044
 QX0044  VERT ORDER  -  FIRST     CLASS II
 QX0044
 QX0044.The horizontal coordinates were scaled from a topographic map and have
 QX0044.an estimated accuracy of +/- 6 seconds.
 QX0044
 QX0044.The orthometric height was determined by differential leveling
 QX0044.and adjusted by the National Geodetic Survey in June 1991..
 QX0044
 QX0044.The geoid height was determined by GEOID03.
 QX0044
 QX0044.The dynamic height is computed by dividing the NAVD 88
 QX0044.geopotential number by the normal gravity value computed on the
 QX0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0044.degrees latitude (g = 980.6199 gals.).
 QX0044
 QX0044.The modeled gravity was interpolated from observed gravity values.
 QX0044
 QX0044;                    North         East    Units  Estimated Accuracy
 QX0044;SPC MT       -   172,130.      557,800.      MT  (+/- 180 meters Scaled)
 QX0044
 QX0044                          SUPERSEDED SURVEY CONTROL
 QX0044
 QX0044  NGVD 29 (??/??/92) 1251.557  (m)         4106.15   (f) ADJ UNCH    1 2
 QX0044
 QX0044.Superseded values are not recommended for survey control.
 QX0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0044.See file dsdata.txt to determine how the superseded data were derived.
 QX0044
 QX0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR743719(NAD 83)
 QX0044_MARKER: DD = SURVEY DISK
 QX0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0044_SP_SET: CULVERT
 QX0044_STAMPING: A V 5 1948 4106
 QX0044_MARK LOGO: USGS  
 QX0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0044
 QX0044  HISTORY     - Date     Condition        Report By
 QX0044  HISTORY     - 1948     MONUMENTED       USGS
 QX0044  HISTORY     - 1958     GOOD             NGS
 QX0044  HISTORY     - 1982     GOOD             NGS
 QX0044
 QX0044                          STATION DESCRIPTION
 QX0044
 QX0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0044'4.95 MI SW FROM BIG TIMBER.
 QX0044'ABOUT 4.95 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0044'STATION AT BIG TIMBER, IN SECTION 36, T 1 N, R 13 E, 6 POLES NORTHEAST
 QX0044'OF MILEPOST 86, IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEAD
 QX0044'WALL OF A BOX TYPE CULVERT OVER AN IRRIGATION DITCH, 11 FEET SOUTHEAST
 QX0044'OF THE SOUTHEAST RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 QX0044'NOTE-- THE HEAD WALL HAS BEEN REPAIRED WITH A 1.7-FOOT CONCRETE CAP ON
 QX0044'THE TOP OF THE OLD HEAD WALL, A SQUARE HOLE WITH THE TOP AND THE
 QX0044'SOUTHEAST SIDE LEFT OPEN FORMING A U-SHAPED HOLE THROUGH WHICH THE
 QX0044'DISK CAN BE LEVELED OVER.
 QX0044
 QX0044                          STATION RECOVERY (1982)
 QX0044
 QX0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0040 ***********************************************************************
 QX0040  DESIGNATION -  AV 6
 QX0040  PID         -  QX0040
 QX0040  STATE/COUNTY-  MT/SWEET GRASS
 QX0040  USGS QUAD   -  CARNEY (1980)
 QX0040
 QX0040                         *CURRENT SURVEY CONTROL
 QX0040  ___________________________________________________________________
 QX0040* NAD 83(1986)-  45 46 48.     (N)    110 04 34.     (W)     SCALED    
 QX0040* NAVD 88     -      1260.659  (meters)    4136.01   (feet)  POSTED    
 QX0040  ___________________________________________________________________
 QX0040  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 QX0040  DYNAMIC HT  -        1260.280 (meters)    4134.77  (feet)  COMP
 QX0040  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 QX0040
 QX0040  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QX0040
 QX0040.The horizontal coordinates were scaled from a topographic map and have
 QX0040.an estimated accuracy of +/- 6 seconds.
 QX0040
 QX0040.The orthometric height was determined by differential leveling
 QX0040.and adjusted by the National Geodetic Survey in 1992..
 QX0040.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QX0040.rate of 1.1 thru 2.0 mm/km.
 QX0040
 QX0040.The geoid height was determined by GEOID03.
 QX0040
 QX0040.The dynamic height is computed by dividing the NAVD 88
 QX0040.geopotential number by the normal gravity value computed on the
 QX0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0040.degrees latitude (g = 980.6199 gals.).
 QX0040
 QX0040.The modeled gravity was interpolated from observed gravity values.
 QX0040
 QX0040;                    North         East    Units  Estimated Accuracy
 QX0040;SPC MT       -   170,200.      555,210.      MT  (+/- 180 meters Scaled)
 QX0040
 QX0040                          SUPERSEDED SURVEY CONTROL
 QX0040
 QX0040  NGVD 29 (??/??/92) 1259.61   (m)         4132.6    (f) COMPUTED    1 2
 QX0040
 QX0040.Superseded values are not recommended for survey control.
 QX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0040.See file dsdata.txt to determine how the superseded data were derived.
 QX0040
 QX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR718700(NAD 83)
 QX0040_MARKER: DD = SURVEY DISK
 QX0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0040_SP_SET: ABUTMENT
 QX0040_STAMPING: A V 6 1948 4133
 QX0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0040
 QX0040  HISTORY     - Date     Condition        Report By
 QX0040  HISTORY     - 1948     MONUMENTED       USGS
 QX0040  HISTORY     - 1958     GOOD             NGS
 QX0040
 QX0040                          STATION DESCRIPTION
 QX0040
 QX0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0040'6.95 MI SW FROM BIG TIMBER.
 QX0040'ABOUT 6.95 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0040'STATION AT BIG TIMBER, IN SECTION 2, T 1 S, R 13 E, ABOUT 0.15 MILE
 QX0040'NORTHEAST OF MILEPOST 88, IN THE TOP OF THE SOUTHEAST END OF THE
 QX0040'SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE OVER ANTELOPE CREEK, 5 1/2
 QX0040'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL
 QX0040'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0038 ***********************************************************************
 QX0038  DESIGNATION -  AV 7
 QX0038  PID         -  QX0038
 QX0038  STATE/COUNTY-  MT/SWEET GRASS
 QX0038  USGS QUAD   -  CARNEY (1980)
 QX0038
 QX0038                         *CURRENT SURVEY CONTROL
 QX0038  ___________________________________________________________________
 QX0038* NAD 83(1986)-  45 46 00.     (N)    110 07 00.     (W)     SCALED    
 QX0038* NAVD 88     -      1264.150  (meters)    4147.47   (feet)  POSTED    
 QX0038  ___________________________________________________________________
 QX0038  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 QX0038  DYNAMIC HT  -        1263.760 (meters)    4146.19  (feet)  COMP
 QX0038  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 QX0038
 QX0038  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QX0038
 QX0038.The horizontal coordinates were scaled from a topographic map and have
 QX0038.an estimated accuracy of +/- 6 seconds.
 QX0038
 QX0038.The orthometric height was determined by differential leveling
 QX0038.and adjusted by the National Geodetic Survey in 1992..
 QX0038.No vertical observational check was made to the station.
 QX0038.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QX0038.was located on a no-check spur therefore a value was not computed.
 QX0038
 QX0038.The geoid height was determined by GEOID03.
 QX0038
 QX0038.The dynamic height is computed by dividing the NAVD 88
 QX0038.geopotential number by the normal gravity value computed on the
 QX0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0038.degrees latitude (g = 980.6199 gals.).
 QX0038
 QX0038.The modeled gravity was interpolated from observed gravity values.
 QX0038
 QX0038;                    North         East    Units  Estimated Accuracy
 QX0038;SPC MT       -   168,740.      552,050.      MT  (+/- 180 meters Scaled)
 QX0038
 QX0038                          SUPERSEDED SURVEY CONTROL
 QX0038
 QX0038  NGVD 29 (??/??/92) 1263.092  (m)         4143.99   (f) ADJ UNCH    1 2
 QX0038
 QX0038.Superseded values are not recommended for survey control.
 QX0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0038.See file dsdata.txt to determine how the superseded data were derived.
 QX0038
 QX0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR686685(NAD 83)
 QX0038_MARKER: DD = SURVEY DISK
 QX0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0038_SP_SET: CULVERT
 QX0038_STAMPING: A V 7 1948 4144
 QX0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0038
 QX0038  HISTORY     - Date     Condition        Report By
 QX0038  HISTORY     - 1948     MONUMENTED       USGS
 QX0038  HISTORY     - 1958     GOOD             NGS
 QX0038  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0038
 QX0038                          STATION DESCRIPTION
 QX0038
 QX0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0038'9.1 MI SW FROM BIG TIMBER.
 QX0038'ABOUT 9.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0038'STATION AT BIG TIMBER, IN SECTION 10, T 1 S, R 13 E, 171 FEET
 QX0038'SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOST 90, IN THE TOP OF THE
 QX0038'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A LARGE DOUBLE
 QX0038'PIPE CULVERT, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 4 FEET
 QX0038'BELOW THE LEVEL OF THE TRACK.
 QX0038
 QX0038                          STATION RECOVERY (1982)
 QX0038
 QX0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0038'THIS MARK MAY STILL BE IN PLACE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0550 ***********************************************************************
 RW0550  DESIGNATION -  AVALANCHE
 RW0550  PID         -  RW0550
 RW0550  STATE/COUNTY-  MT/BROADWATER
 RW0550  USGS QUAD   -  LINGSHIRE (1966)
 RW0550
 RW0550                         *CURRENT SURVEY CONTROL
 RW0550  ___________________________________________________________________
 RW0550* NAD 83(1992)-  46 45 22.36912(N)    111 29 10.07497(W)     ADJUSTED  
 RW0550* NAVD 88     -      2348.4    (meters)    7705.     (feet)  VERTCON   
 RW0550  ___________________________________________________________________
 RW0550  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 RW0550  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 RW0550
 RW0550  HORZ ORDER  -  THIRD
 RW0550
 RW0550.The horizontal coordinates were established by classical geodetic methods
 RW0550.and adjusted by the National Geodetic Survey in July 1992..
 RW0550
 RW0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0550
 RW0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0550
 RW0550.The geoid height was determined by GEOID03.
 RW0550
 RW0550;                    North         East     Units Scale Factor Converg.
 RW0550;SPC MT       -   280,415.062   448,363.946   MT  0.99940260   -1 27 10.3
 RW0550;SPC MT       -   919,996.92  1,471,010.32   iFT  0.99940260   -1 27 10.3
 RW0550;UTM  12      - 5,178,188.328   462,873.797   MT  0.99961694   -0 21 14.8
 RW0550
 RW0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0550!SPC MT       -   0.99963388  x   0.99940260  =   0.99903669
 RW0550!UTM  12      -   0.99963388  x   0.99961694  =   0.99925096
 RW0550
 RW0550                          SUPERSEDED SURVEY CONTROL
 RW0550
 RW0550  NAD 83(1986)-  46 45 22.37007(N)    111 29 10.06357(W) AD(       ) 3
 RW0550  NGVD 29 (06/12/92) 2347.3    (m)         7701.     (f) VERT ANG       
 RW0550
 RW0550.Superseded values are not recommended for survey control.
 RW0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0550.See file dsdata.txt to determine how the superseded data were derived.
 RW0550
 RW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS6287478188(NAD 83)
 RW0550_MARKER: DD = SURVEY DISK
 RW0550_SETTING: 66 = SET IN ROCK OUTCROP
 RW0550_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RW0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0550+STABILITY: POSITION/ELEVATION WELL
 RW0550
 RW0550  HISTORY     - Date     Condition        Report By
 RW0550  HISTORY     - 1958     MONUMENTED       USGS
 RW0550
 RW0550                          STATION DESCRIPTION
 RW0550
 RW0550'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RW0550'STATION LOCATED ON THE COUNTY LINE BETWEEN BROADWATER AND MEAGHER
 RW0550'COUNTIES, ABOUT 24 MI. E. AND 11 MI. N. OF HELENA, ABOUT 6 MI. S.
 RW0550'AND 4 MI. W. OF THE ABANDONED LINKSHIRE POST OFFICE AND ON THE
 RW0550'HIGHEST POINT OF AVALANCHE BUTTE.
 RW0550'
 RW0550'TO REACH FROM THE JUNCTION OF ANTELOPE CREEK ROAD AND THE MILLEGAN
 RW0550'ROAD, PROCEED W. ON ANTELOPE CREEK ROAD ABOUT 5 MI. TO A SIGN
 RW0550'--AVALANCHE BUTTE-- AT A RD. JUNCTION.  TURN LEFT ON TRAIL RD. 4.2
 RW0550'MI. TO STATION ON HIGHEST POINT OF BUTTE AT SITE OF ABANDONED FOREST
 RW0550'SERVICE OBSERVATION POINT.
 RW0550'
 RW0550'STATION MARK--STANDARD TABLET CEMENTED IN A DRILL HOLE IN SOLID ROCK
 RW0550'AND STAMPED---AVALANCHE 1958---.
 RW0550'
 RW0550'REFERENCE MARK NO. 1--CHISELED CROSS ON BEDROCK 7.69 FT. FROM STATION
 RW0550'MARK, S 48 DEG 02 MIN W.
 RW0550'
 RW0550'REFERENCE MARK NO. 2--DRILL HOLE IN BEDROCK 10.9 FT. FROM STATION
 RW0550'MARK, S 23 DEG 12 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0594 ***********************************************************************
 TK0594  DESIGNATION -  AVERY
 TK0594  PID         -  TK0594
 TK0594  STATE/COUNTY-  MT/BLAINE
 TK0594  USGS QUAD   -  TURNER NW (1984)
 TK0594
 TK0594                         *CURRENT SURVEY CONTROL
 TK0594  ___________________________________________________________________
 TK0594* NAD 83(1992)-  48 58 57.03324(N)    108 24 31.99316(W)     ADJUSTED  
 TK0594* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 TK0594  ___________________________________________________________________
 TK0594  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 TK0594  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 TK0594
 TK0594  HORZ ORDER  -  THIRD
 TK0594
 TK0594.The horizontal coordinates were established by classical geodetic methods
 TK0594.and adjusted by the National Geodetic Survey in July 1992..
 TK0594
 TK0594.The orthometric height was scaled from a topographic map.
 TK0594
 TK0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0594
 TK0594.The geoid height was determined by GEOID03.
 TK0594
 TK0594;                    North         East     Units Scale Factor Converg.
 TK0594;SPC MT       -   526,478.698   679,863.209   MT  0.99998928   +0 47 53.4
 TK0594;SPC MT       - 1,727,292.32  2,230,522.34   iFT  0.99998928   +0 47 53.4
 TK0594;UTM  12      - 5,428,746.794   689,578.006   MT  1.00004153   +1 57 20.2
 TK0594
 TK0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0594!SPC MT       -   0.99986022  x   0.99998928  =   0.99984950
 TK0594!UTM  12      -   0.99986022  x   1.00004153  =   0.99990175
 TK0594
 TK0594:                Primary Azimuth Mark                     Grid Az
 TK0594:SPC MT       -  BOUNDARY MON 446 CD US                   328 55 44.9
 TK0594:UTM  12      -  BOUNDARY MON 446 CD US                   327 46 18.1
 TK0594
 TK0594|---------------------------------------------------------------------|
 TK0594| PID    Reference Object                     Distance      Geod. Az  |
 TK0594|                                                           dddmmss.s |
 TK0594| TK0658 BOUNDARY MON 446 CD US              APPROX. 2.2 KM 3294338.3 |
 TK0594|---------------------------------------------------------------------|
 TK0594
 TK0594                          SUPERSEDED SURVEY CONTROL
 TK0594
 TK0594  NAD 83(1986)-  48 58 57.03094(N)    108 24 31.99620(W) AD(       ) 3
 TK0594
 TK0594.Superseded values are not recommended for survey control.
 TK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0594.See file dsdata.txt to determine how the superseded data were derived.
 TK0594
 TK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV8957828747(NAD 83)
 TK0594_MARKER: DD = SURVEY DISK
 TK0594_SETTING: 80 = SET IN A BOULDER
 TK0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0594+STABILITY: SURFACE MOTION
 TK0594
 TK0594  HISTORY     - Date     Condition        Report By
 TK0594  HISTORY     - 1909     MONUMENTED       IBC
 TK0594
 TK0594                          STATION DESCRIPTION
 TK0594
 TK0594'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0594'ABOUT 1-1/3 MILES SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 446,
 TK0594'IN NW 1/4 SECTION 11, TOWNSHIP 37 N, RANGE 25 E, PRINCIPAL MERIDIAN.
 TK0594'THE STATION IS ON THE HIGHEST AND MOST EASTERN PART OF AN ISOLATED
 TK0594'HILL.
 TK0594'
 TK0594'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1017 ***********************************************************************
 RX1017  DESIGNATION -  AVON
 RX1017  PID         -  RX1017
 RX1017  STATE/COUNTY-  MT/POWELL
 RX1017  USGS QUAD   -  OPHIR CREEK (1989)
 RX1017
 RX1017                         *CURRENT SURVEY CONTROL
 RX1017  ___________________________________________________________________
 RX1017* NAD 83(1992)-  46 38 26.89994(N)    112 33 44.41805(W)     ADJUSTED  
 RX1017* NAVD 88     -      1713.3    (meters)    5621.     (feet)  VERTCON   
 RX1017  ___________________________________________________________________
 RX1017  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 RX1017  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 RX1017
 RX1017  HORZ ORDER  -  THIRD
 RX1017
 RX1017.The horizontal coordinates were established by classical geodetic methods
 RX1017.and adjusted by the National Geodetic Survey in July 1992..
 RX1017
 RX1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1017
 RX1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1017
 RX1017.The geoid height was determined by GEOID03.
 RX1017
 RX1017;                    North         East     Units Scale Factor Converg.
 RX1017;SPC MT       -   270,250.901   365,731.702   MT  0.99941357   -2 14 24.4
 RX1017;SPC MT       -   886,649.94  1,199,907.16   iFT  0.99941357   -2 14 24.4
 RX1017;UTM  12      - 5,166,434.809   380,429.487   MT  0.99977573   -1 08 09.8
 RX1017
 RX1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1017!SPC MT       -   0.99973354  x   0.99941357  =   0.99914727
 RX1017!UTM  12      -   0.99973354  x   0.99977573  =   0.99950933
 RX1017
 RX1017                          SUPERSEDED SURVEY CONTROL
 RX1017
 RX1017  NAD 83(1986)-  46 38 26.90340(N)    112 33 44.40923(W) AD(       ) 3
 RX1017  NGVD 29 (05/15/92) 1712.1    (m)         5617.     (f) VERT ANG       
 RX1017
 RX1017.Superseded values are not recommended for survey control.
 RX1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1017.See file dsdata.txt to determine how the superseded data were derived.
 RX1017
 RX1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS8042966435(NAD 83)
 RX1017_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RX1017_SETTING: 0 = UNSPECIFIED SETTING
 RX1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1017
 RX1017  HISTORY     - Date     Condition        Report By
 RX1017  HISTORY     - 1938     MONUMENTED       USFS
 RX1017  HISTORY     - 1956     GOOD             USGS
 RX1017
 RX1017                          STATION DESCRIPTION
 RX1017
 RX1017'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 RX1017'STATION IS LOCATED IN SEC. 11, T 10 N, R 8 E, IN POWELL COUNTY,
 RX1017'MONTANA, ON HIGHEST POINT ON FIRST RIDGE W. OF OPHIR CREEK, ABOUT 1.0
 RX1017'MI. ABOVE ITS JUNCTION WITH CARPENTER CREEK.  RIDGE IS CLEAR EXCEPT
 RX1017'FOR SOME TIMBER ON E. SLOPE.
 RX1017'
 RX1017'STATION IS REACHED FROM AVON POST OFFICE, GO N. ALONG RD. TO HELMVILLE
 RX1017'FOR 2.3 MI. TO FORK.  TAKE RIGHT FORK TOWARD BLACKFOOT CITY FOR 4.2
 RX1017'MI. AND TURN THROUGH GATE ON RIGHT JUST BEYOND RIGHT ANGLE BEND IN RD.
 RX1017'CONTINUE ALONG DIM RD. FOR 0.6 MI. TO GATE.  GO THROUGH GATE AND TURN
 RX1017'SHARP RIGHT (W.) AND DRIVE ALONG FENCE 0.1 MI. TO GATE AT T-FENCE.
 RX1017'PASS THROUGH GATE BEARING LEFT UP RIDGE TO DIM TRAIL FOR 1.7 MI.
 RX1017'TURN LEFT OFF TRAIL TOWARD TOP, THROUGH GATE FOR 0.2 MI. TO TOP AND
 RX1017'STATION.
 RX1017'
 RX1017'STATION RECOVERED BY USGS IN 1956.
 RX1017'
 RX1017'STATION MARK--STANDARD USFS BRONZE TABLET CEMENTED IN BOULDER FLUSH
 RX1017'WITH GROUND AND STAMPED---AVON 1938---.
 RX1017'
 RX1017'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0561 ***********************************************************************
 TJ0561  DESIGNATION -  AVONDALE
 TJ0561  PID         -  TJ0561
 TJ0561  STATE/COUNTY-  MT/VALLEY
 TJ0561  USGS QUAD   -  LARSLAN NW (1973)
 TJ0561
 TJ0561                         *CURRENT SURVEY CONTROL
 TJ0561  ___________________________________________________________________
 TJ0561* NAD 83(1992)-  48 43 20.30226(N)    106 13 54.01197(W)     ADJUSTED  
 TJ0561* NAVD 88     -       934.76   (+/-2cm)    3066.8    (feet)  VERTCON   
 TJ0561  ___________________________________________________________________
 TJ0561  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 TJ0561  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TJ0561
 TJ0561  HORZ ORDER  -  FIRST
 TJ0561  VERT ORDER  -  THIRD ? (See Below)
 TJ0561
 TJ0561.The horizontal coordinates were established by classical geodetic methods
 TJ0561.and adjusted by the National Geodetic Survey in July 1992..
 TJ0561
 TJ0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0561.The vertical order pertains to the NGVD 29 superseded value.
 TJ0561
 TJ0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0561
 TJ0561.The geoid height was determined by GEOID03.
 TJ0561
 TJ0561;                    North         East     Units Scale Factor Converg.
 TJ0561;SPC MT       -   502,004.245   840,368.297   MT  0.99984124   +2 23 26.9
 TJ0561;SPC MT       - 1,646,995.55  2,757,113.84   iFT  0.99984124   +2 23 26.9
 TJ0561;UTM  13      - 5,397,318.398   409,413.686   MT  0.99970081   -0 55 32.5
 TJ0561
 TJ0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0561!SPC MT       -   0.99985620  x   0.99984124  =   0.99969746
 TJ0561!UTM  13      -   0.99985620  x   0.99970081  =   0.99955705
 TJ0561
 TJ0561|---------------------------------------------------------------------|
 TJ0561| PID    Reference Object                     Distance      Geod. Az  |
 TJ0561|                                                           dddmmss.s |
 TJ0561| CQ4976 AVONDALE RM 1                        41.773 METERS 04248     |
 TJ0561| CQ4975 AVONDALE AZ MK                                     3042151.1 |
 TJ0561| CQ4977 AVONDALE RM 2                        49.762 METERS 30841     |
 TJ0561|---------------------------------------------------------------------|
 TJ0561
 TJ0561                          SUPERSEDED SURVEY CONTROL
 TJ0561
 TJ0561  NAD 83(1986)-  48 43 20.30172(N)    106 13 54.00982(W) AD(       ) 1
 TJ0561  NAD 27      -  48 43 20.20800(N)    106 13 51.93000(W) AD(       ) 1
 TJ0561  NGVD 29 (07/19/86)  934.10   (m)         3064.6    (f) LEVELING    3  
 TJ0561
 TJ0561.Superseded values are not recommended for survey control.
 TJ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0561.See file dsdata.txt to determine how the superseded data were derived.
 TJ0561
 TJ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP0941497318(NAD 83)
 TJ0561_MARKER: DS = TRIANGULATION STATION DISK
 TJ0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0561
 TJ0561  HISTORY     - Date     Condition        Report By
 TJ0561  HISTORY     - 1934     MONUMENTED       CGS
 TJ0561  HISTORY     - 1961     GOOD             CGS
 TJ0561  HISTORY     - 1973     GOOD             USGS
 TJ0561
 TJ0561                          STATION DESCRIPTION
 TJ0561
 TJ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0561'ABOUT 4 MILES NORTH-NORTHEAST OF AVONDALE POST OFFICE, 10
 TJ0561'MILES SOUTH OF GLENTANA IN SECTION 9, T. 34 N., R. 42 E.
 TJ0561'(APPROXIMATE), 102 FEET SOUTH OF SOUTH EDGE OF UNTRAVELED
 TJ0561'ROAD RIGHT-OF-WAY BETWEEN SECTIONS 4 AND 9 AND PROJECTS 4
 TJ0561'INCHES.
 TJ0561'
 TJ0561'REACHED FROM LARSLAN POST OFFICE AND STORE BY GOING NORTH ON
 TJ0561'MAIN ROAD TOWARD GLENTANA, 5.9 MILES.  TURN LEFT OR WEST
 TJ0561'ON MAIN ROAD AND GO 1.0 MILE.  (AVONDALE POST OFFICE IS 1.2
 TJ0561'MILES EAST OF THIS POINT).  TURN RIGHT OR NORTH AND GO 3.9
 TJ0561'MILES.  LEAVE MAIN ROAD, TURN EAST AND GO 0.4 MILE, ON DIM
 TJ0561'TRAIL IN UNTRAVELED ROAD RIGHT-OF-WAY TO TOP OF GRASSY KNOLL
 TJ0561'AND STATION.
 TJ0561'
 TJ0561'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TJ0561'BRONZE DISKS SET IN CONCRETE.
 TJ0561'
 TJ0561'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, IN SOUTH EDGE
 TJ0561'OF UNTRAVELED ROAD RIGHT-OF-WAY BETWEEN SECTIONS 4 AND 9
 TJ0561'AND PROJECTS 4 INCHES.
 TJ0561'
 TJ0561'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, ALSO IN SOUTH
 TJ0561'EDGE OF ROAD RIGHT-OF-WAY AND PROJECTS 4 INCHES.
 TJ0561'
 TJ0561'AZIMUTH MARK IS WEST-NORTHWEST OF STATION, 51 FEET WEST OF
 TJ0561'CENTER LINE OF GRADED ROAD AND 0.2 MILE NORTH OF UNTRAVELED
 TJ0561'ROAD RIGHT-OF-WAY BETWEEN SECTIONS 4 AND 9 AND PROJECTS 4
 TJ0561'INCHES.
 TJ0561'
 TJ0561'HEIGHT OF LIGHT ABOVE STATION MARK - 2.7 METERS.
 TJ0561
 TJ0561                          STATION RECOVERY (1961)
 TJ0561
 TJ0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 TJ0561'THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND TO BE
 TJ0561'IN GOOD CONDITION.  BOTH REFERENCE MARKS WERE APPARENTLY
 TJ0561'DESTROYED WHEN THE ROAD BY WHICH THEY WERE LOCATED WAS WIDENED.
 TJ0561'A NEW DESCRIPTION FOLLOWS.
 TJ0561'
 TJ0561'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF AVONDALE,
 TJ0561'10 MILES SOUTH OF GLENTANA IN SECTION 9, T. 34 N., R. 42 E.,
 TJ0561'IN A CULTIVATED FIELD.
 TJ0561'
 TJ0561'TO REACH THE STATION FROM THE POST OFFICE IN GLENTANA, GO
 TJ0561'SOUTH ON A GRAVEL ROAD FOR 3.65 MILES TO A CROSSROAD.  CONTINUE
 TJ0561'SOUTH ON GRAVEL ROAD FOR 4.7 MILES TO THE AZIMUTH MARK ON
 TJ0561'THE RIGHT.  CONTINUE ON SOUTH ON GRAVEL ROAD FOR 0.2 MILES
 TJ0561'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A GRAVEL
 TJ0561'ROAD FOR 0.35 MILES AND THE STATION ON THE RIGHT IN A CULTUVATED
 TJ0561'FIELD.
 TJ0561'
 TJ0561'STATION MARK, A STANDARD DISK STAMPED AVONDALE 1934, IS SET
 TJ0561'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST
 TJ0561'WHICH PROJECTS 4 INCHES.  IT IS 103 FEET SOUTH OF THE CENTER
 TJ0561'OF A EAST-WEST ROAD.
 TJ0561'
 TJ0561'AZIMUTH MARK, A STANDARD DISK STAMPED AVONDALE 1934, IS SET
 TJ0561'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST
 TJ0561'WHICH PROJECTS 4 INCHES.  IT IS 51 FEET WEST OF THE CENTER
 TJ0561'OF A NORTH-SOUTH ROAD.
 TJ0561'
 TJ0561'HEIGHT OF MIRROR ABOVE STATION MARK 1.2 METERS.
 TJ0561
 TJ0561                          STATION RECOVERY (1973)
 TJ0561
 TJ0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 TJ0561'STATION MARK AND AZIMUTH MARK FOUND IN GOOD CONDITION.  REFERENCE
 TJ0561'MARKS DESTROYED BY ROAD CONSTRUCTION.  REVISED ROUTE DESCRIPTION.
 TJ0561'
 TJ0561'TO REACH THE STATION FROM THE POST OFFICE IN GLENTANA, MONT.,
 TJ0561'FOLLOW MAIN GRADED ROAD LEADING SOUTH FOR 8.75 MILES TO
 TJ0561'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON SOUTH FOR 0.25 MILE
 TJ0561'TO ROAD FORK.  TAKE LEFT FORK (EAST) FOR 0.3 MILE.  THE STATION
 TJ0561'IS ABOUT 100 FT. SOUTH OF THE ROAD AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0490 ***********************************************************************
 ST0490  DESIGNATION -  AXIS C
 ST0490  PID         -  ST0490
 ST0490  STATE/COUNTY-  MT/TETON
 ST0490  USGS QUAD   -  TETON BUTTES (1987)
 ST0490
 ST0490                         *CURRENT SURVEY CONTROL
 ST0490  ___________________________________________________________________
 ST0490* NAD 83(1992)-  47 46 26.56290(N)    112 15 22.07573(W)     ADJUSTED  
 ST0490* NAVD 88     -      1238.5    (meters)    4063.     (feet)  VERTCON   
 ST0490  ___________________________________________________________________
 ST0490  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 ST0490  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 ST0490
 ST0490  HORZ ORDER  -  THIRD
 ST0490
 ST0490.The horizontal coordinates were established by classical geodetic methods
 ST0490.and adjusted by the National Geodetic Survey in July 1992..
 ST0490
 ST0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0490
 ST0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0490
 ST0490.The geoid height was determined by GEOID03.
 ST0490
 ST0490;                    North         East     Units Scale Factor Converg.
 ST0490;SPC MT       -   395,216.932   393,575.957   MT  0.99948104   -2 00 58.0
 ST0490;SPC MT       - 1,296,643.48  1,291,259.70   iFT  0.99948104   -2 00 58.0
 ST0490;UTM  12      - 5,291,950.756   405,890.478   MT  0.99970883   -0 55 48.8
 ST0490
 ST0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0490!SPC MT       -   0.99980814  x   0.99948104  =   0.99928928
 ST0490!UTM  12      -   0.99980814  x   0.99970883  =   0.99951703
 ST0490
 ST0490:                Primary Azimuth Mark                     Grid Az
 ST0490:SPC MT       -  COOK                                     309 45 50.2
 ST0490:UTM  12      -  COOK                                     308 40 41.0
 ST0490
 ST0490|---------------------------------------------------------------------|
 ST0490| PID    Reference Object                     Distance      Geod. Az  |
 ST0490|                                                           dddmmss.s |
 ST0490| ST0489 COOK                                APPROX. 7.2 KM 3074452.2 |
 ST0490|---------------------------------------------------------------------|
 ST0490
 ST0490                          SUPERSEDED SURVEY CONTROL
 ST0490
 ST0490  NAD 83(1986)-  47 46 26.56951(N)    112 15 22.06066(W) AD(       ) 3
 ST0490  NAD 27      -  47 46 26.74142(N)    112 15 18.98266(W) AD(       ) 3
 ST0490  NGVD 29 (07/19/86) 1237.5    (m)         4060.     (f) VERT ANG       
 ST0490
 ST0490.Superseded values are not recommended for survey control.
 ST0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0490.See file dsdata.txt to determine how the superseded data were derived.
 ST0490
 ST0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT0589091951(NAD 83)
 ST0490
 ST0490  HISTORY     - Date     Condition        Report By
 ST0490  HISTORY     - UNK      MONUMENTED       BOR
 ST0490  HISTORY     - 1957     GOOD             USGS
 ST0490
 ST0490                          STATION DESCRIPTION
 ST0490
 ST0490'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 ST0490'THE STATION IS LOCATED ABOUT 4 MI. W. AND 3 MI. S. OF CHOTEAU,
 ST0490'MONTANA, IN SEC. 4, T 23 N, R 5 W.  THE STATION IS LOCATED ON THE
 ST0490'HIGHEST POINT OF A LOW KNOB.
 ST0490'
 ST0490'STATION MARK--STATION MARK IS A U.S. BUREAU OF RECLAMATION TABLET,
 ST0490'STAMPED ---AXIS C 4059.86---, AND SET IN AN IRON PIPE PROJECTING
 ST0490'12 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0543 ***********************************************************************
 QZ0543  DESIGNATION -  AZORBACK MTN
 QZ0543  PID         -  QZ0543
 QZ0543  STATE/COUNTY-  MT/RAVALLI
 QZ0543  USGS QUAD   -  BARE CONE (1991)
 QZ0543
 QZ0543                         *CURRENT SURVEY CONTROL
 QZ0543  ___________________________________________________________________
 QZ0543* NAD 83(1992)-  45 37 33.30729(N)    114 26 42.12307(W)     ADJUSTED  
 QZ0543* NAVD 88     -      2634.0    (meters)    8642.     (feet)  VERTCON   
 QZ0543  ___________________________________________________________________
 QZ0543  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 QZ0543  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 QZ0543
 QZ0543  HORZ ORDER  -  THIRD
 QZ0543
 QZ0543.The horizontal coordinates were established by classical geodetic methods
 QZ0543.and adjusted by the National Geodetic Survey in July 1992..
 QZ0543
 QZ0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0543
 QZ0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0543
 QZ0543.The geoid height was determined by GEOID03.
 QZ0543
 QZ0543;                    North         East     Units Scale Factor Converg.
 QZ0543;SPC MT       -   165,081.269   214,746.824   MT  0.99968200   -3 37 02.3
 QZ0543;SPC MT       -   541,605.21    704,549.95   iFT  0.99968200   -3 37 02.3
 QZ0543;UTM  11      - 5,055,661.019   699,164.528   MT  1.00008770   +1 49 36.7
 QZ0543
 QZ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0543!SPC MT       -   0.99958934  x   0.99968200  =   0.99927147
 QZ0543!UTM  11      -   0.99958934  x   1.00008770  =   0.99967701
 QZ0543
 QZ0543:                Primary Azimuth Mark                     Grid Az
 QZ0543:SPC MT       -  CASTLE ROCK RESET                        354 10 31.7
 QZ0543:UTM  11      -  CASTLE ROCK RESET                        348 43 52.7
 QZ0543
 QZ0543|---------------------------------------------------------------------|
 QZ0543| PID    Reference Object                     Distance      Geod. Az  |
 QZ0543|                                                           dddmmss.s |
 QZ0543| QZ0544 CASTLE ROCK RESET                   APPROX.10.3 KM 3503329.4 |
 QZ0543|---------------------------------------------------------------------|
 QZ0543
 QZ0543                          SUPERSEDED SURVEY CONTROL
 QZ0543
 QZ0543  NAD 83(1986)-  45 37 33.31005(N)    114 26 42.11214(W) AD(       ) 3
 QZ0543  NAD 27      -  45 37 33.61274(N)    114 26 38.79243(W) AD(       ) 3
 QZ0543  NGVD 29 (07/19/86) 2632.6    (m)         8637.     (f) VERT ANG       
 QZ0543
 QZ0543.Superseded values are not recommended for survey control.
 QZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0543.See file dsdata.txt to determine how the superseded data were derived.
 QZ0543
 QZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9916555661(NAD 83)
 QZ0543_MARKER: DD = SURVEY DISK
 QZ0543_SETTING: 80 = SET IN A BOULDER
 QZ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0543+STABILITY: SURFACE MOTION
 QZ0543
 QZ0543  HISTORY     - Date     Condition        Report By
 QZ0543  HISTORY     - 1959     MONUMENTED       USFS
 QZ0543  HISTORY     - 1961     GOOD             USGS
 QZ0543
 QZ0543                          STATION DESCRIPTION
 QZ0543
 QZ0543'DESCRIBED BY US FOREST SERVICE 1959
 QZ0543'LOCATED ABOUT 28 MI SW. OF DARBY, ABOUT 16 MI SW. OF WEST FORK
 QZ0543'RANGER STATION, ABOUT 7 MI W. OF ALTA, ABOUT 5 MI N. OF MT-ID
 QZ0543'DIVIDE.  AT SITE OF ABANDONED TEMPORARY LO.
 QZ0543'
 QZ0543'REACHED BY USFS TRAIL 106 WHICH LEAVES MT-ID DIVIDE ABOUT 10 MI
 QZ0543'W. OF HORSE CREEK PASS.  TRAIL DROPS INTO HEAD OF DEER CREEK,
 QZ0543'CLIMBS TO RAZORBACK RIDGE THEN FOLLOWS N. ALONG RIDGE TO HIGHEST
 QZ0543'TOP AND STATION.  ABOUT A 4-HOUR PACK.  STATION MAY ALSO BE
 QZ0543'REACHED FROM WEST FORK BITTEROOT RIVER BY FOLLOWING TRAIL 106
 QZ0543'(COAL RIDGE TRAIL) FROM MOUNTAIN MEADOW RANCH 4 MI N. OF ALTA.
 QZ0543'ABOUT A 5-HOUR HORSE PACK.
 QZ0543'
 QZ0543'STATION MARK--USDA FS TABLET STAMPED---RAZORBACK MTN---, CEMENTED
 QZ0543'IN JCT. OF THREE BOULDERS.  MARK IS LOOSE AND SHOULD BE CEMENTED.
 QZ0543'
 QZ0543'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN DRILL
 QZ0543'HOLE IN SLOPING ROCK ON EAST SLOPE OF RIDGE.
 QZ0543'
 QZ0543'RM 2--COPPER NAIL AND WASHER IN ROCK OUTCROP ON NORTH SLOPE OF
 QZ0543'HILL.
 QZ0543'
 QZ0543'RM 3--USFS IRON NAIL IN TRIANGULAR BLAZE ON 5-INCH PINE TREE.
 QZ0543
 QZ0543                          STATION RECOVERY (1961)
 QZ0543
 QZ0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0543'LOCATED ABOUT 28 MI. SW. OF DARBY, MONTANA, ABOUT 16 MI. SW. OF WEST
 QZ0543'FORK RANGER STATION, ABOUT 7 MI. W. OF ALTA, AND ABOUT 5 MI. N. OF
 QZ0543'THE MONTANA-IDAHO DIVIDE (AIRLINE DISTANCES) AT THE SITE OF ABANDONED
 QZ0543'TEMPORARY LOOKOUT.
 QZ0543'
 QZ0543'STATION MAY BE REACHED BY USFS TRAIL NO. 106 WHICH LEAVES THE
 QZ0543'MONTANA-IDAHO DIVIDE ABOUT 10 MI. BY RD. W. OF HORSE CREEK PASS.  THE
 QZ0543'TRAIL DROPS INTO THE HEAD OF DEER CREEK, CLIMBS TO RAZORBACK RIDGE AND
 QZ0543'THEN FOLLOWS N. ALONG THE RIDGE TO HIGHEST TOP AND STATION.  ABOUT A
 QZ0543'4-HOUR HORSE PACK.  STATION MAY ALSO BE REACHED FROM THE W. FORK OF
 QZ0543'THE BITTERROT RIVER BY FOLLOWING TRAIL NO. 106 (COAL RIDGE TRAIL)
 QZ0543'FROM THE MOUNTAIN MEADOW RANCH, 4 MI. N. OF ALTA.  ABOUT A 5-HOUR
 QZ0543'HORSE PACK.  CAMP AND HORSE FEED ABOUT 2 MI. N. OF THE STATION AND
 QZ0543'ABOUT 0.25 MI. N. OF TRAIL NO. 106 ON TRAIL NO. 223.
 QZ0543'
 QZ0543'STATION MARK--U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE TABLET
 QZ0543'STAMPED---RAZORBACK MTN---, CEMENTED IN JUNCTION OF THREE BOULDERS.
 QZ0543'THE MARK IS LOOSE AND SHOULD BE CEMENTED.
 QZ0543'
 QZ0543'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO 1
 QZ0543'1959---, CEMENTED IN DRILL HOLE IN SLOPING ROCK ON E. SLOPE OF RIDGE,
 QZ0543'37.88 FT. FROM STATION MARK, N 21 DEG 38 MIN W.
 QZ0543'
 QZ0543'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN ROCK OUTCROP ON N.
 QZ0543'SLOPE OF HILL, 29.60 FT. FROM STATION MARK, S 88 DEG 01 MIN E.
 QZ0543'
 QZ0543'REFERENCE MARK NO. 3 (BY USFS)--IRON NAIL IN TRIANGULAR BLAZE ON 5 IN.
 QZ0543'PINE TREE, 60.5 FT. FROM STATION MARK, S 01 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0379 ***********************************************************************
 SU0379  DESIGNATION -  B
 SU0379  PID         -  SU0379
 SU0379  STATE/COUNTY-  MT/SANDERS
 SU0379  USGS QUAD   -  SEVEN POINT MOUNTAIN (1966)
 SU0379
 SU0379                         *CURRENT SURVEY CONTROL
 SU0379  ___________________________________________________________________
 SU0379* NAD 83(1986)-  47 51 22.     (N)    115 28 40.     (W)     SCALED    
 SU0379* NAVD 88     -       849.827  (meters)    2788.14   (feet)  ADJUSTED  
 SU0379  ___________________________________________________________________
 SU0379  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 SU0379  DYNAMIC HT  -         849.820 (meters)    2788.12  (feet)  COMP
 SU0379  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 SU0379
 SU0379  VERT ORDER  -  SECOND    CLASS 0
 SU0379
 SU0379.The horizontal coordinates were scaled from a topographic map and have
 SU0379.an estimated accuracy of +/- 6 seconds.
 SU0379
 SU0379.The orthometric height was determined by differential leveling
 SU0379.and adjusted by the National Geodetic Survey in June 1991..
 SU0379
 SU0379.The geoid height was determined by GEOID03.
 SU0379
 SU0379.The dynamic height is computed by dividing the NAVD 88
 SU0379.geopotential number by the normal gravity value computed on the
 SU0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0379.degrees latitude (g = 980.6199 gals.).
 SU0379
 SU0379.The modeled gravity was interpolated from observed gravity values.
 SU0379
 SU0379;                    North         East    Units  Estimated Accuracy
 SU0379;SPC MT       -   417,760.      153,320.      MT  (+/- 180 meters Scaled)
 SU0379
 SU0379                          SUPERSEDED SURVEY CONTROL
 SU0379
 SU0379  NGVD 29 (??/??/92)  848.636  (m)         2784.23   (f) ADJ UNCH    2 0
 SU0379
 SU0379.Superseded values are not recommended for survey control.
 SU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0379.See file dsdata.txt to determine how the superseded data were derived.
 SU0379
 SU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP138014(NAD 83)
 SU0379_MARKER: DD = SURVEY DISK
 SU0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0379_STAMPING: B
 SU0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0379+STABILITY: SURFACE MOTION
 SU0379
 SU0379  HISTORY     - Date     Condition        Report By
 SU0379  HISTORY     - UNK      MONUMENTED       DOD
 SU0379  HISTORY     - 1952     GOOD             NGS
 SU0379
 SU0379                          STATION DESCRIPTION
 SU0379
 SU0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0379'8.8 MI NE FROM TROUT CREEK.
 SU0379'0.4 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC
 SU0379'RAILWAY STATION AT TROUT CREEK, THENCE 0.7 MILE NORTHWEST ALONG U. S.
 SU0379'HIGHWAY 10 A, THENCE 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 SU0379'4.4 MILES NORTHEAST ALONG THE VERMILLION RIVER ROAD, ON THE TOP OF A
 SU0379'NARROW RIDGE, 245 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2
 SU0379'FEET WEST OF THE CENTER LINE OF A TRAIL ALONG THE RIDGE, 1.6 FEET
 SU0379'SOUTHEAST OF A WITNESS POST, ABOUT 35 FEET HIGHER THAN THE ROAD, AND
 SU0379'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 SU0379'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0514 ***********************************************************************
 SU0514  DESIGNATION -  B
 SU0514  PID         -  SU0514
 SU0514  STATE/COUNTY-  MT/MINERAL
 SU0514  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0514
 SU0514                         *CURRENT SURVEY CONTROL
 SU0514  ___________________________________________________________________
 SU0514* NAD 83(1986)-  47 26 41.     (N)    115 42 23.     (W)     SCALED    
 SU0514* NAVD 88     -      1382.913  (meters)    4537.11   (feet)  ADJUSTED  
 SU0514  ___________________________________________________________________
 SU0514  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 SU0514  DYNAMIC HT  -        1382.702 (meters)    4536.41  (feet)  COMP
 SU0514  MODELED GRAV-     980,412.2   (mgal)                       NAVD 88
 SU0514
 SU0514  VERT ORDER  -  SECOND    CLASS 0
 SU0514
 SU0514.The horizontal coordinates were scaled from a topographic map and have
 SU0514.an estimated accuracy of +/- 6 seconds.
 SU0514
 SU0514.The orthometric height was determined by differential leveling
 SU0514.and adjusted by the National Geodetic Survey in June 1991..
 SU0514
 SU0514.The geoid height was determined by GEOID03.
 SU0514
 SU0514.The dynamic height is computed by dividing the NAVD 88
 SU0514.geopotential number by the normal gravity value computed on the
 SU0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0514.degrees latitude (g = 980.6199 gals.).
 SU0514
 SU0514.The modeled gravity was interpolated from observed gravity values.
 SU0514
 SU0514;                    North         East    Units  Estimated Accuracy
 SU0514;SPC MT       -   373,520.      132,660.      MT  (+/- 180 meters Scaled)
 SU0514
 SU0514                          SUPERSEDED SURVEY CONTROL
 SU0514
 SU0514  NGVD 29 (??/??/92) 1381.635  (m)         4532.91   (f) ADJ UNCH    2 0
 SU0514
 SU0514.Superseded values are not recommended for survey control.
 SU0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0514.See file dsdata.txt to determine how the superseded data were derived.
 SU0514
 SU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN975553(NAD 83)
 SU0514_MARKER: DD = SURVEY DISK
 SU0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0514_STAMPING: B
 SU0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0514+STABILITY: SURFACE MOTION
 SU0514
 SU0514  HISTORY     - Date     Condition        Report By
 SU0514  HISTORY     - UNK      MONUMENTED       IDPWD
 SU0514  HISTORY     - 1958     GOOD             CGS
 SU0514  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0514
 SU0514                          STATION DESCRIPTION
 SU0514
 SU0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0514'7.3 MI E FROM MULLAN, ID.
 SU0514'6.3 MILES ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILROAD
 SU0514'STATION AT MULLAN, THENCE 1.0 MILE ALONG THE TRACKS OF THE NORTHERN
 SU0514'PACIFIC FROM THE SUMMIT OF LOOKOUT PASS, 8.3 FEET SOUTHEAST OF THE
 SU0514'SOUTHEAST RAIL AND ON THE SHOULDER OF THE RAILROAD EMBANKMENT, SET IN
 SU0514'A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 SU0514
 SU0514                          STATION RECOVERY (1982)
 SU0514
 SU0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0857 ***********************************************************************
 SS0857  DESIGNATION -  B 10
 SS0857  PID         -  SS0857
 SS0857  STATE/COUNTY-  MT/CASCADE
 SS0857  USGS QUAD   -  MID CANON (1961)
 SS0857
 SS0857                         *CURRENT SURVEY CONTROL
 SS0857  ___________________________________________________________________
 SS0857* NAD 83(1986)-  47 08 10.     (N)    111 53 23.     (W)     SCALED    
 SS0857* NAVD 88     -      1047.075  (meters)    3435.28   (feet)  ADJUSTED  
 SS0857  ___________________________________________________________________
 SS0857  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS0857  DYNAMIC HT  -        1046.941 (meters)    3434.84  (feet)  COMP
 SS0857  MODELED GRAV-     980,450.0   (mgal)                       NAVD 88
 SS0857
 SS0857  VERT ORDER  -  FIRST     CLASS II
 SS0857
 SS0857.The horizontal coordinates were scaled from a topographic map and have
 SS0857.an estimated accuracy of +/- 6 seconds.
 SS0857
 SS0857.The orthometric height was determined by differential leveling
 SS0857.and adjusted by the National Geodetic Survey in June 1991..
 SS0857
 SS0857.The geoid height was determined by GEOID03.
 SS0857
 SS0857.The dynamic height is computed by dividing the NAVD 88
 SS0857.geopotential number by the normal gravity value computed on the
 SS0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0857.degrees latitude (g = 980.6199 gals.).
 SS0857
 SS0857.The modeled gravity was interpolated from observed gravity values.
 SS0857
 SS0857;                    North         East    Units  Estimated Accuracy
 SS0857;SPC MT       -   323,460.      418,850.      MT  (+/- 180 meters Scaled)
 SS0857
 SS0857                          SUPERSEDED SURVEY CONTROL
 SS0857
 SS0857  NGVD 29 (??/??/92) 1046.126  (m)         3432.17   (f) ADJ UNCH    1 2
 SS0857
 SS0857.Superseded values are not recommended for survey control.
 SS0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0857.See file dsdata.txt to determine how the superseded data were derived.
 SS0857
 SS0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT325206(NAD 83)
 SS0857_MARKER: DB = BENCH MARK DISK
 SS0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0857_SP_SET: ABUTMENT
 SS0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0857
 SS0857  HISTORY     - Date     Condition        Report By
 SS0857  HISTORY     - UNK      MONUMENTED       CGS
 SS0857  HISTORY     - 1962     GOOD             NGS
 SS0857  HISTORY     - 1979     GOOD             NGS
 SS0857
 SS0857                          STATION DESCRIPTION
 SS0857
 SS0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0857'15.5 MI SW FROM CASCADE.
 SS0857'15.5 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0857'AT CASCADE, 15.35 MILES NORTHEAST OF WOLF CREEK, IN THE TOP AND 1.1
 SS0857'FOOT EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE
 SS0857'159.9 OVER A CREEK, 5.5 FEET WEST OF THE WEST RAIL, AND ABOUT 1 1/2
 SS0857'FEET LOWER THAN THE TRACK.
 SS0857
 SS0857                          STATION RECOVERY (1979)
 SS0857
 SS0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0857'NOTE=THERE IS NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0413 ***********************************************************************
 SS0413  DESIGNATION -  B 10 I
 SS0413  PID         -  SS0413
 SS0413  STATE/COUNTY-  MT/JUDITH BASIN
 SS0413  USGS QUAD   -  ARROW PEAK (1995)
 SS0413
 SS0413                         *CURRENT SURVEY CONTROL
 SS0413  ___________________________________________________________________
 SS0413* NAD 83(1986)-  47 23 28.     (N)    110 34 22.     (W)     SCALED    
 SS0413* NAVD 88     -      1626.428  (meters)    5336.04   (feet)  ADJUSTED  
 SS0413  ___________________________________________________________________
 SS0413  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 SS0413  DYNAMIC HT  -        1626.194 (meters)    5335.27  (feet)  COMP
 SS0413  MODELED GRAV-     980,409.9   (mgal)                       NAVD 88
 SS0413
 SS0413  VERT ORDER  -  SECOND    CLASS 0
 SS0413
 SS0413.The horizontal coordinates were scaled from a topographic map and have
 SS0413.an estimated accuracy of +/- 6 seconds.
 SS0413
 SS0413.The orthometric height was determined by differential leveling
 SS0413.and adjusted by the National Geodetic Survey in June 1991..
 SS0413
 SS0413.The geoid height was determined by GEOID03.
 SS0413
 SS0413.The dynamic height is computed by dividing the NAVD 88
 SS0413.geopotential number by the normal gravity value computed on the
 SS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0413.degrees latitude (g = 980.6199 gals.).
 SS0413
 SS0413.The modeled gravity was interpolated from observed gravity values.
 SS0413
 SS0413;                    North         East    Units  Estimated Accuracy
 SS0413;SPC MT       -   349,590.      519,060.      MT  (+/- 180 meters Scaled)
 SS0413
 SS0413                          SUPERSEDED SURVEY CONTROL
 SS0413
 SS0413  NGVD 29 (??/??/92) 1625.461  (m)         5332.87   (f) ADJ UNCH    2 0
 SS0413
 SS0413.Superseded values are not recommended for survey control.
 SS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0413.See file dsdata.txt to determine how the superseded data were derived.
 SS0413
 SS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT322487(NAD 83)
 SS0413_MARKER: DS = TRIANGULATION STATION DISK
 SS0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0413_STAMPING: B 10 I 1961
 SS0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0413+STABILITY: SURFACE MOTION
 SS0413
 SS0413  HISTORY     - Date     Condition        Report By
 SS0413  HISTORY     - 1961     MONUMENTED       CGS
 SS0413
 SS0413                          STATION DESCRIPTION
 SS0413
 SS0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0413'14.3 MI NW FROM GEYSER.
 SS0413'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0413'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0413'MILES WEST ALONG A DIRT ROAD, THENCE 3.75 MILES NORTH ALONG A DIRT
 SS0413'ROAD, THENCE 0.45 MILE NORTHEAST ALONG A TRAIL ROAD THROUGH A PASTURE,
 SS0413'IN SECTION 22, T 19 N, R 9 E, 15 FEET NORTHWEST OF THE CENTER LINE OF
 SS0413'THE TRAIL ROAD, 39 FEET SOUTHWEST OF A 16-INCH PINE TREE WITH A
 SS0413'TRIANGULAR BLAZE ON THE SOUTH SIDE, 86.0 FEET NORTH-NORTHWEST OF B 10
 SS0413'I R.M. 2, 70.7 FEET SOUTH OF B 10 I R.M. 1, 4.4 FEET NORTH OF A METAL
 SS0413'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SS0413'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0412 ***********************************************************************
 SS0412  DESIGNATION -  B 10 I RM 1
 SS0412  PID         -  SS0412
 SS0412  STATE/COUNTY-  MT/JUDITH BASIN
 SS0412  USGS QUAD   -  ARROW PEAK (1995)
 SS0412
 SS0412                         *CURRENT SURVEY CONTROL
 SS0412  ___________________________________________________________________
 SS0412* NAD 83(1986)-  47 23 28.     (N)    110 34 21.     (W)     SCALED    
 SS0412* NAVD 88     -      1626.431  (meters)    5336.05   (feet)  ADJUSTED  
 SS0412  ___________________________________________________________________
 SS0412  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 SS0412  DYNAMIC HT  -        1626.197 (meters)    5335.28  (feet)  COMP
 SS0412  MODELED GRAV-     980,410.0   (mgal)                       NAVD 88
 SS0412
 SS0412  VERT ORDER  -  SECOND    CLASS 0
 SS0412
 SS0412.The horizontal coordinates were scaled from a topographic map and have
 SS0412.an estimated accuracy of +/- 6 seconds.
 SS0412
 SS0412.The orthometric height was determined by differential leveling
 SS0412.and adjusted by the National Geodetic Survey in June 1991..
 SS0412
 SS0412.The geoid height was determined by GEOID03.
 SS0412
 SS0412.The dynamic height is computed by dividing the NAVD 88
 SS0412.geopotential number by the normal gravity value computed on the
 SS0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0412.degrees latitude (g = 980.6199 gals.).
 SS0412
 SS0412.The modeled gravity was interpolated from observed gravity values.
 SS0412
 SS0412;                    North         East    Units  Estimated Accuracy
 SS0412;SPC MT       -   349,590.      519,080.      MT  (+/- 180 meters Scaled)
 SS0412
 SS0412                          SUPERSEDED SURVEY CONTROL
 SS0412
 SS0412  NGVD 29 (??/??/92) 1625.464  (m)         5332.88   (f) ADJ UNCH    2 0
 SS0412
 SS0412.Superseded values are not recommended for survey control.
 SS0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0412.See file dsdata.txt to determine how the superseded data were derived.
 SS0412
 SS0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT322487(NAD 83)
 SS0412_MARKER: DR = REFERENCE MARK DISK
 SS0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0412_STAMPING: B 10 I NO 1 1961
 SS0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0412+STABILITY: SURFACE MOTION
 SS0412
 SS0412  HISTORY     - Date     Condition        Report By
 SS0412  HISTORY     - 1961     MONUMENTED       CGS
 SS0412
 SS0412                          STATION DESCRIPTION
 SS0412
 SS0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0412'14.3 MI NW FROM GEYSER.
 SS0412'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0412'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0412'MILES WEST ALONG A DIRT ROAD, THENCE 3.75 MILES NORTH ALONG A DIRT
 SS0412'ROAD, THENCE 0.45 MILE NORTHEAST ALONG A TRAIL ROAD THROUGH A PASTURE,
 SS0412'IN SECTION 22, T 19 N, R 9 E, 57 FEET NORTHWEST OF THE CENTER LINE OF
 SS0412'THE TRAIL ROAD, 51 FEET NORTHWEST OF A 16-INCH PINE TREE WITH A
 SS0412'TRIANGULAR BLAZE ON THE SOUTH SIDE, 70.7 FEET NORTH OF B 10 I 1961,
 SS0412'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0414 ***********************************************************************
 SS0414  DESIGNATION -  B 10 I RM 2
 SS0414  PID         -  SS0414
 SS0414  STATE/COUNTY-  MT/JUDITH BASIN
 SS0414  USGS QUAD   -  ARROW PEAK (1995)
 SS0414
 SS0414                         *CURRENT SURVEY CONTROL
 SS0414  ___________________________________________________________________
 SS0414* NAD 83(1986)-  47 23 28.     (N)    110 34 22.     (W)     SCALED    
 SS0414* NAVD 88     -      1624.471  (meters)    5329.62   (feet)  ADJUSTED  
 SS0414  ___________________________________________________________________
 SS0414  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 SS0414  DYNAMIC HT  -        1624.237 (meters)    5328.85  (feet)  COMP
 SS0414  MODELED GRAV-     980,409.9   (mgal)                       NAVD 88
 SS0414
 SS0414  VERT ORDER  -  SECOND    CLASS 0
 SS0414
 SS0414.The horizontal coordinates were scaled from a topographic map and have
 SS0414.an estimated accuracy of +/- 6 seconds.
 SS0414
 SS0414.The orthometric height was determined by differential leveling
 SS0414.and adjusted by the National Geodetic Survey in June 1991..
 SS0414
 SS0414.The geoid height was determined by GEOID03.
 SS0414
 SS0414.The dynamic height is computed by dividing the NAVD 88
 SS0414.geopotential number by the normal gravity value computed on the
 SS0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0414.degrees latitude (g = 980.6199 gals.).
 SS0414
 SS0414.The modeled gravity was interpolated from observed gravity values.
 SS0414
 SS0414;                    North         East    Units  Estimated Accuracy
 SS0414;SPC MT       -   349,590.      519,060.      MT  (+/- 180 meters Scaled)
 SS0414
 SS0414                          SUPERSEDED SURVEY CONTROL
 SS0414
 SS0414  NGVD 29 (??/??/92) 1623.504  (m)         5326.45   (f) ADJ UNCH    2 0
 SS0414
 SS0414.Superseded values are not recommended for survey control.
 SS0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0414.See file dsdata.txt to determine how the superseded data were derived.
 SS0414
 SS0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT322487(NAD 83)
 SS0414_MARKER: DR = REFERENCE MARK DISK
 SS0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0414_STAMPING: B 10 I NO 2 1961
 SS0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0414+STABILITY: SURFACE MOTION
 SS0414
 SS0414  HISTORY     - Date     Condition        Report By
 SS0414  HISTORY     - 1961     MONUMENTED       CGS
 SS0414
 SS0414                          STATION DESCRIPTION
 SS0414
 SS0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0414'14.3 MI NW FROM GEYSER.
 SS0414'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0414'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0414'MILES WEST ALONG A DIRT ROAD, THENCE 3.75 MILES NORTH ALONG A DIRT
 SS0414'ROAD, THENCE 0.45 MILE NORTHEAST ALONG A PRIVATE ROAD THROUGH A
 SS0414'PASTURE, IN SECTION 22, T 19 N, R 9 E, 42 FEET EAST OF THE CENTER LINE
 SS0414'OF THE ROAD, 109 FEET SOUTH OF A 16-INCH PINE TREE WITH A TRIANGULAR
 SS0414'BLAZE ON THE SOUTH SIDE, 86 FEET SOUTH-SOUTHEAST OF B 10 I 1961, AND
 SS0414'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0406 ***********************************************************************
 SS0406  DESIGNATION -  B 10 J
 SS0406  PID         -  SS0406
 SS0406  STATE/COUNTY-  MT/JUDITH BASIN
 SS0406  USGS QUAD   -  ARROW PEAK (1995)
 SS0406
 SS0406                         *CURRENT SURVEY CONTROL
 SS0406  ___________________________________________________________________
 SS0406* NAD 83(1986)-  47 23 48.     (N)    110 34 29.     (W)     SCALED    
 SS0406* NAVD 88     -      1599.594  (meters)    5248.00   (feet)  ADJUSTED  
 SS0406  ___________________________________________________________________
 SS0406  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0406  DYNAMIC HT  -        1599.361 (meters)    5247.24  (feet)  COMP
 SS0406  MODELED GRAV-     980,408.9   (mgal)                       NAVD 88
 SS0406
 SS0406  VERT ORDER  -  SECOND    CLASS 0
 SS0406
 SS0406.The horizontal coordinates were scaled from a topographic map and have
 SS0406.an estimated accuracy of +/- 6 seconds.
 SS0406
 SS0406.The orthometric height was determined by differential leveling
 SS0406.and adjusted by the National Geodetic Survey in June 1991..
 SS0406
 SS0406.The geoid height was determined by GEOID03.
 SS0406
 SS0406.The dynamic height is computed by dividing the NAVD 88
 SS0406.geopotential number by the normal gravity value computed on the
 SS0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0406.degrees latitude (g = 980.6199 gals.).
 SS0406
 SS0406.The modeled gravity was interpolated from observed gravity values.
 SS0406
 SS0406;                    North         East    Units  Estimated Accuracy
 SS0406;SPC MT       -   350,210.      518,920.      MT  (+/- 180 meters Scaled)
 SS0406
 SS0406                          SUPERSEDED SURVEY CONTROL
 SS0406
 SS0406  NGVD 29 (??/??/92) 1598.622  (m)         5244.81   (f) ADJ UNCH    2 0
 SS0406
 SS0406.Superseded values are not recommended for survey control.
 SS0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0406.See file dsdata.txt to determine how the superseded data were derived.
 SS0406
 SS0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT320493(NAD 83)
 SS0406_MARKER: DS = TRIANGULATION STATION DISK
 SS0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0406_STAMPING: B 10 J 1961
 SS0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0406+STABILITY: SURFACE MOTION
 SS0406
 SS0406  HISTORY     - Date     Condition        Report By
 SS0406  HISTORY     - 1961     MONUMENTED       CGS
 SS0406
 SS0406                          STATION DESCRIPTION
 SS0406
 SS0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0406'14.55 MI NW FROM GEYSER.
 SS0406'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0406'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0406'MILES WEST ALONG A DIRT ROAD, THENCE 4.35 MILES NORTH ALONG A DIRT
 SS0406'ROAD, THENCE 0.1 MILE SOUTHEAST ACROSS A PASTURE, IN SECTION 22, T 19
 SS0406'N, R 9 E, ABOUT 0.2 MILE NORTHEAST OF A SIGN WHICH READS LEWIS AND
 SS0406'CLARK NATIONAL FOREST, 295 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SS0406'ROAD, 291 FEET SOUTH-SOUTHEAST OF A CATTLE GUARD, 28.8 FEET SOUTH OF B
 SS0406'10 J R.M. 1, 23.9 FEET EAST OF B 10 J R.M. 2, 8.9 FEET SOUTHEAST OF A
 SS0406'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SS0406'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0408 ***********************************************************************
 SS0408  DESIGNATION -  B 10 J RM 1
 SS0408  PID         -  SS0408
 SS0408  STATE/COUNTY-  MT/JUDITH BASIN
 SS0408  USGS QUAD   -  ARROW PEAK (1995)
 SS0408
 SS0408                         *CURRENT SURVEY CONTROL
 SS0408  ___________________________________________________________________
 SS0408* NAD 83(1986)-  47 23 48.     (N)    110 34 29.     (W)     SCALED    
 SS0408* NAVD 88     -      1600.047  (meters)    5249.49   (feet)  ADJUSTED  
 SS0408  ___________________________________________________________________
 SS0408  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0408  DYNAMIC HT  -        1599.813 (meters)    5248.72  (feet)  COMP
 SS0408  MODELED GRAV-     980,408.9   (mgal)                       NAVD 88
 SS0408
 SS0408  VERT ORDER  -  SECOND    CLASS 0
 SS0408
 SS0408.The horizontal coordinates were scaled from a topographic map and have
 SS0408.an estimated accuracy of +/- 6 seconds.
 SS0408
 SS0408.The orthometric height was determined by differential leveling
 SS0408.and adjusted by the National Geodetic Survey in June 1991..
 SS0408
 SS0408.The geoid height was determined by GEOID03.
 SS0408
 SS0408.The dynamic height is computed by dividing the NAVD 88
 SS0408.geopotential number by the normal gravity value computed on the
 SS0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0408.degrees latitude (g = 980.6199 gals.).
 SS0408
 SS0408.The modeled gravity was interpolated from observed gravity values.
 SS0408
 SS0408;                    North         East    Units  Estimated Accuracy
 SS0408;SPC MT       -   350,210.      518,920.      MT  (+/- 180 meters Scaled)
 SS0408
 SS0408                          SUPERSEDED SURVEY CONTROL
 SS0408
 SS0408  NGVD 29 (??/??/92) 1599.074  (m)         5246.30   (f) ADJ UNCH    2 0
 SS0408
 SS0408.Superseded values are not recommended for survey control.
 SS0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0408.See file dsdata.txt to determine how the superseded data were derived.
 SS0408
 SS0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT320493(NAD 83)
 SS0408_MARKER: DR = REFERENCE MARK DISK
 SS0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0408_STAMPING: B 10 J NO 1 1961
 SS0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0408+STABILITY: SURFACE MOTION
 SS0408
 SS0408  HISTORY     - Date     Condition        Report By
 SS0408  HISTORY     - 1961     MONUMENTED       CGS
 SS0408
 SS0408                          STATION DESCRIPTION
 SS0408
 SS0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0408'14.55 MI NW FROM GEYSER.
 SS0408'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0408'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0408'MILES WEST ALONG A DIRT ROAD, THENCE 4.35 MILES NORTH ALONG A DIRT
 SS0408'ROAD, THENCE 0.1 MILE SOUTHEAST ACROSS A PASTURE, IN SECTION 22, T 19
 SS0408'N, R 9 E, 262 FEET SOUTH-SOUTHEAST OF A CATTLE GUARD, 28.8 FEET NORTH
 SS0408'OF B 10 J 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SS0408'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0407 ***********************************************************************
 SS0407  DESIGNATION -  B 10 J RM 2
 SS0407  PID         -  SS0407
 SS0407  STATE/COUNTY-  MT/JUDITH BASIN
 SS0407  USGS QUAD   -  ARROW PEAK (1995)
 SS0407
 SS0407                         *CURRENT SURVEY CONTROL
 SS0407  ___________________________________________________________________
 SS0407* NAD 83(1986)-  47 23 48.     (N)    110 34 29.     (W)     SCALED    
 SS0407* NAVD 88     -      1599.350  (meters)    5247.20   (feet)  ADJUSTED  
 SS0407  ___________________________________________________________________
 SS0407  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0407  DYNAMIC HT  -        1599.116 (meters)    5246.43  (feet)  COMP
 SS0407  MODELED GRAV-     980,408.9   (mgal)                       NAVD 88
 SS0407
 SS0407  VERT ORDER  -  SECOND    CLASS 0
 SS0407
 SS0407.The horizontal coordinates were scaled from a topographic map and have
 SS0407.an estimated accuracy of +/- 6 seconds.
 SS0407
 SS0407.The orthometric height was determined by differential leveling
 SS0407.and adjusted by the National Geodetic Survey in June 1991..
 SS0407
 SS0407.The geoid height was determined by GEOID03.
 SS0407
 SS0407.The dynamic height is computed by dividing the NAVD 88
 SS0407.geopotential number by the normal gravity value computed on the
 SS0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0407.degrees latitude (g = 980.6199 gals.).
 SS0407
 SS0407.The modeled gravity was interpolated from observed gravity values.
 SS0407
 SS0407;                    North         East    Units  Estimated Accuracy
 SS0407;SPC MT       -   350,210.      518,920.      MT  (+/- 180 meters Scaled)
 SS0407
 SS0407                          SUPERSEDED SURVEY CONTROL
 SS0407
 SS0407  NGVD 29 (??/??/92) 1598.378  (m)         5244.01   (f) ADJ UNCH    2 0
 SS0407
 SS0407.Superseded values are not recommended for survey control.
 SS0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0407.See file dsdata.txt to determine how the superseded data were derived.
 SS0407
 SS0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT320493(NAD 83)
 SS0407_MARKER: DR = REFERENCE MARK DISK
 SS0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0407_STAMPING: B 10 J NO 2 1961
 SS0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0407+STABILITY: SURFACE MOTION
 SS0407
 SS0407  HISTORY     - Date     Condition        Report By
 SS0407  HISTORY     - 1961     MONUMENTED       CGS
 SS0407
 SS0407                          STATION DESCRIPTION
 SS0407
 SS0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0407'14.55 MI NW FROM GEYSER.
 SS0407'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0407'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0407'MILES WEST ALONG A DIRT ROAD, THENCE 4.35 MILES NORTH ALONG A DIRT
 SS0407'ROAD, THENCE 0.1 MILE SOUTHEAST ACROSS A PASTURE, IN SECTION 22, T 19
 SS0407'N, R 9 E, 295 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 295 FEET
 SS0407'SOUTH-SOUTHEAST OF A CATTLE GUARD, 23.9 FEET WEST OF B 10 J 1961, AND
 SS0407'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0413 ***********************************************************************
 ST0413  CBN         -  This is a Cooperative Base Network Control Station.
 ST0413  DESIGNATION -  B 100
 ST0413  PID         -  ST0413
 ST0413  STATE/COUNTY-  MT/MISSOULA
 ST0413  USGS QUAD   -  WOODWORTH (1965)
 ST0413
 ST0413                         *CURRENT SURVEY CONTROL
 ST0413  ___________________________________________________________________
 ST0413* NAD 83(1999)-  47 00 42.93228(N)    113 22 18.09198(W)     ADJUSTED  
 ST0413* NAVD 88     -      1178.510  (meters)    3866.49   (feet)  ADJUSTED  
 ST0413  ___________________________________________________________________
 ST0413  X           -  -1,728,600.704 (meters)                     COMP
 ST0413  Y           -  -3,999,981.417 (meters)                     COMP
 ST0413  Z           -   4,643,520.799 (meters)                     COMP
 ST0413  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 ST0413  ELLIP HEIGHT-        1164.64  (meters)          (10/12/00) GPS OBS
 ST0413  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 ST0413  DYNAMIC HT  -        1178.312 (meters)    3865.85  (feet)  COMP
 ST0413  MODELED GRAV-     980,405.2   (mgal)                       NAVD 88
 ST0413
 ST0413  HORZ ORDER  -  A
 ST0413  VERT ORDER  -  SECOND    CLASS 0
 ST0413  ELLP ORDER  -  THIRD     CLASS I
 ST0413
 ST0413.The horizontal coordinates were established by GPS observations
 ST0413.and adjusted by the National Geodetic Survey in October 2000..
 ST0413.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 ST0413.DATUM ITEM on the data sheet items page.
 ST0413
 ST0413.The orthometric height was determined by differential leveling
 ST0413.and adjusted by the National Geodetic Survey in June 1991..
 ST0413
 ST0413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ST0413
 ST0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0413
 ST0413.The ellipsoidal height was determined by GPS observations
 ST0413.and is referenced to NAD 83.
 ST0413
 ST0413.The geoid height was determined by GEOID03.
 ST0413
 ST0413.The dynamic height is computed by dividing the NAVD 88
 ST0413.geopotential number by the normal gravity value computed on the
 ST0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0413.degrees latitude (g = 980.6199 gals.).
 ST0413
 ST0413.The modeled gravity was interpolated from observed gravity values.
 ST0413
 ST0413;                    North         East     Units Scale Factor Converg.
 ST0413;SPC MT       -   314,172.657   305,898.719   MT  0.99939264   -2 49 55.8
 ST0413;SPC MT       - 1,030,750.19  1,003,604.72   iFT  0.99939264   -2 49 55.8
 ST0413;UTM  12      - 5,209,219.288   319,734.409   MT  0.99999940   -1 44 07.3
 ST0413
 ST0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0413!SPC MT       -   0.99981748  x   0.99939264  =   0.99921023
 ST0413!UTM  12      -   0.99981748  x   0.99999940  =   0.99981688
 ST0413
 ST0413                          SUPERSEDED SURVEY CONTROL
 ST0413
 ST0413  NAD 83(1992)-  47 00 42.93102(N)    113 22 18.09168(W) AD(       ) B
 ST0413  NAVD 88 (10/12/00) 1178.51   (m)         3866.5    (f) LEVELING    3  
 ST0413  NGVD 29 (??/??/92) 1177.405  (m)         3862.87   (f) ADJ UNCH    2 0
 ST0413
 ST0413.Superseded values are not recommended for survey control.
 ST0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0413.See file dsdata.txt to determine how the superseded data were derived.
 ST0413
 ST0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT1973409219(NAD 83)
 ST0413_MARKER: DB = BENCH MARK DISK
 ST0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0413_STAMPING: B100 1934
 ST0413_MARK LOGO: CGS   
 ST0413_PROJECTION: PROJECTING 15 CENTIMETERS
 ST0413_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ST0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0413+STABILITY: SURFACE MOTION
 ST0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0413+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2000
 ST0413
 ST0413  HISTORY     - Date     Condition        Report By
 ST0413  HISTORY     - 1934     MONUMENTED       CGS
 ST0413  HISTORY     - 1962     GOOD             USGS
 ST0413  HISTORY     - 20000209 GOOD             MSLACO
 ST0413
 ST0413                          STATION DESCRIPTION
 ST0413
 ST0413'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ST0413'8.4 MI NE FROM GREENOUGH.
 ST0413'0.7 MILES NORTHEAST ALONG STATE HIGHWAY 209 FROM THE JUNCTION WITH
 ST0413'STATE HIGHWAY 20, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 ST0413'FEET WEST OF A DOUBLE FENCE BRACE POST, SET IN THE TOP OF A CONCRETE
 ST0413'POST PROJECTING 0.5 FEET, A STANDARD DISK STAMPED B 100 1934.
 ST0413
 ST0413                          STATION RECOVERY (2000)
 ST0413
 ST0413'RECOVERY NOTE BY MISSOULA COUNTY SURVEYOR 2000 (SEN)
 ST0413'RECOVERED AS DESCRIBED.
 ST0413' 
 ST0413'STATION IS APPROX. 40 MI ENE OF MISSOULA, 0.65 MI N OF CLEARWATER JCT,
 ST0413'ON THE E SIDE OF HWY 83. FROM MISSOULA, TAKE I-90 E TO EXIT 109 (HWY
 ST0413'200), TAKE HWY 200 E TO CLEARWATER JCT (HWY 83), TAKE HWY 83 N 0.65
 ST0413'MI. STATION IS 30 FT E OF THE CENTERLINE OF HWY 83 AND 7.5 FT W OF A
 ST0413'N-S BARBED WIRE FENCE.  THERE IS A WOOD FENCE POST OPPOSITE THE
 ST0413'STATION IN THIS FENCE LINE WITH THE TOP PAINTED ORANGE. A 2 FT TALL
 ST0413'METAL SIGN POST WITH NOTICE TAG BEARS SW, ONE FT.
 ST0413' 
 ST0413'MONUMENT IS A 3-1/2 IN BRASS CAP IN A 6 IN SQUARE CONCRETE P0ST. THE
 ST0413'MARK IS THE INTERSECTION OF THE PRE-STAMPED LINES NEAR THE CENTER OF
 ST0413'THE CAP.
 ST0413' 
 ST0413'OWNERSHIP-MONTANA DEPARTMENT OF TRANSPORTATION-MISSOULA DISTRICT
 ST0413'2100 W BROADWAY, MISSOULA, MT, 59802  PHONE 406 523-5800
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0693 ***********************************************************************
 RX0693  DESIGNATION -  B 101
 RX0693  PID         -  RX0693
 RX0693  STATE/COUNTY-  MT/MISSOULA
 RX0693  USGS QUAD   -  BLUE POINT (1976)
 RX0693
 RX0693                         *CURRENT SURVEY CONTROL
 RX0693  ___________________________________________________________________
 RX0693* NAD 83(1986)-  46 54 02.     (N)    113 45 22.     (W)     SCALED    
 RX0693* NAVD 88     -      1025.418  (meters)    3364.23   (feet)  ADJUSTED  
 RX0693  ___________________________________________________________________
 RX0693  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 RX0693  DYNAMIC HT  -        1025.254 (meters)    3363.69  (feet)  COMP
 RX0693  MODELED GRAV-     980,420.1   (mgal)                       NAVD 88
 RX0693
 RX0693  VERT ORDER  -  SECOND    CLASS 0
 RX0693
 RX0693.The horizontal coordinates were scaled from a topographic map and have
 RX0693.an estimated accuracy of +/- 6 seconds.
 RX0693
 RX0693.The orthometric height was determined by differential leveling
 RX0693.and adjusted by the National Geodetic Survey in June 1991..
 RX0693
 RX0693.The geoid height was determined by GEOID03.
 RX0693
 RX0693.The dynamic height is computed by dividing the NAVD 88
 RX0693.geopotential number by the normal gravity value computed on the
 RX0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0693.degrees latitude (g = 980.6199 gals.).
 RX0693
 RX0693.The modeled gravity was interpolated from observed gravity values.
 RX0693
 RX0693;                    North         East    Units  Estimated Accuracy
 RX0693;SPC MT       -   303,330.      276,050.      MT  (+/- 180 meters Scaled)
 RX0693
 RX0693                          SUPERSEDED SURVEY CONTROL
 RX0693
 RX0693  NGVD 29 (??/??/92) 1024.333  (m)         3360.67   (f) ADJ UNCH    2 0
 RX0693
 RX0693.Superseded values are not recommended for survey control.
 RX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0693.See file dsdata.txt to determine how the superseded data were derived.
 RX0693
 RX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS900978(NAD 83)
 RX0693_MARKER: DB = BENCH MARK DISK
 RX0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0693_STAMPING: B 101 1934
 RX0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0693+STABILITY: SURFACE MOTION
 RX0693
 RX0693  HISTORY     - Date     Condition        Report By
 RX0693  HISTORY     - 1934     MONUMENTED       CGS
 RX0693
 RX0693                          STATION DESCRIPTION
 RX0693
 RX0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0693'7.4 MI E FROM MILLTOWN.
 RX0693'7.4 MILES EAST ALONG STATE HIGHWAY 20 FROM MILLTOWN, MISSOULA COUNTY,
 RX0693'NEAR A SPRUCE AND TWO TAMARACH TREES, AND 39 FEET NORTH OF THE
 RX0693'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 101 1934 AND
 RX0693'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0291 ***********************************************************************
 SU0291  DESIGNATION -  B 102
 SU0291  PID         -  SU0291
 SU0291  STATE/COUNTY-  MT/FLATHEAD
 SU0291  USGS QUAD   -  NIARADA (1964)
 SU0291
 SU0291                         *CURRENT SURVEY CONTROL
 SU0291  ___________________________________________________________________
 SU0291* NAD 83(1986)-  47 49 59.     (N)    114 33 46.     (W)     SCALED    
 SU0291* NAVD 88     -       890.619  (meters)    2921.97   (feet)  ADJUSTED  
 SU0291  ___________________________________________________________________
 SU0291  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU0291  DYNAMIC HT  -         890.601 (meters)    2921.91  (feet)  COMP
 SU0291  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 SU0291
 SU0291  VERT ORDER  -  SECOND    CLASS 0
 SU0291
 SU0291.The horizontal coordinates were scaled from a topographic map and have
 SU0291.an estimated accuracy of +/- 6 seconds.
 SU0291
 SU0291.The orthometric height was determined by differential leveling
 SU0291.and adjusted by the National Geodetic Survey in June 1991..
 SU0291
 SU0291.The geoid height was determined by GEOID03.
 SU0291
 SU0291.The dynamic height is computed by dividing the NAVD 88
 SU0291.geopotential number by the normal gravity value computed on the
 SU0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0291.degrees latitude (g = 980.6199 gals.).
 SU0291
 SU0291.The modeled gravity was interpolated from observed gravity values.
 SU0291
 SU0291;                    North         East    Units  Estimated Accuracy
 SU0291;SPC MT       -   410,380.      221,430.      MT  (+/- 180 meters Scaled)
 SU0291
 SU0291                          SUPERSEDED SURVEY CONTROL
 SU0291
 SU0291  NGVD 29 (??/??/92)  889.504  (m)         2918.31   (f) ADJ UNCH    2 0
 SU0291
 SU0291.Superseded values are not recommended for survey control.
 SU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0291.See file dsdata.txt to determine how the superseded data were derived.
 SU0291
 SU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP823006(NAD 83)
 SU0291_MARKER: DB = BENCH MARK DISK
 SU0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0291_STAMPING: B 102 1934
 SU0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0291+STABILITY: SURFACE MOTION
 SU0291
 SU0291  HISTORY     - Date     Condition        Report By
 SU0291  HISTORY     - 1934     MONUMENTED       CGS
 SU0291  HISTORY     - 1964     GOOD             USGS
 SU0291
 SU0291                          STATION DESCRIPTION
 SU0291
 SU0291'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU0291'3.25 MI SW FROM NIARADA.
 SU0291'NIARADA, 1.25 MI. S. AND 2.0 MI. W. OF.  ABOUT 0.4 MI. N. OF STATE
 SU0291'HIWAY 28 ON BROWNS MEADOW RD.  NEAR COR. SECS. 16, 17, 20 AND 21, T.
 SU0291'24 N., R. 23 W.  60 FT. S., 30 FT. W. AND THE SAME ELEVATION AS T-RD.
 SU0291'W. ABOUT 26 FT. S. OF A TELEPHONE POLE.  IN A CONCRETE POST PROJECTING
 SU0291'0.4 FT., A STD. TABLET (C AND GS) STAMPED B 102 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0277 ***********************************************************************
 QX0277  DESIGNATION -  B 103
 QX0277  PID         -  QX0277
 QX0277  STATE/COUNTY-  MT/GALLATIN
 QX0277  USGS QUAD   -  GARNET MOUNTAIN (1988)
 QX0277
 QX0277                         *CURRENT SURVEY CONTROL
 QX0277  ___________________________________________________________________
 QX0277* NAD 83(1986)-  45 24 03.     (N)    111 13 01.     (W)     SCALED    
 QX0277* NAVD 88     -      1686.812  (meters)    5534.15   (feet)  ADJUSTED  
 QX0277  ___________________________________________________________________
 QX0277  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 QX0277  DYNAMIC HT  -        1686.074 (meters)    5531.73  (feet)  COMP
 QX0277  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 QX0277
 QX0277  VERT ORDER  -  FIRST     CLASS II
 QX0277
 QX0277.The horizontal coordinates were scaled from a topographic map and have
 QX0277.an estimated accuracy of +/- 6 seconds.
 QX0277
 QX0277.The orthometric height was determined by differential leveling
 QX0277.and adjusted by the National Geodetic Survey in June 1991..
 QX0277
 QX0277.The geoid height was determined by GEOID03.
 QX0277
 QX0277.The dynamic height is computed by dividing the NAVD 88
 QX0277.geopotential number by the normal gravity value computed on the
 QX0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0277.degrees latitude (g = 980.6199 gals.).
 QX0277
 QX0277.The modeled gravity was interpolated from observed gravity values.
 QX0277
 QX0277;                    North         East    Units  Estimated Accuracy
 QX0277;SPC MT       -   129,380.      465,610.      MT  (+/- 180 meters Scaled)
 QX0277
 QX0277                          SUPERSEDED SURVEY CONTROL
 QX0277
 QX0277  NGVD 29 (??/??/92) 1685.448  (m)         5529.67   (f) ADJ UNCH    1 2
 QX0277
 QX0277.Superseded values are not recommended for survey control.
 QX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0277.See file dsdata.txt to determine how the superseded data were derived.
 QX0277
 QX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR830275(NAD 83)
 QX0277_MARKER: DB = BENCH MARK DISK
 QX0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0277_STAMPING: B 103 1934
 QX0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0277+STABILITY: SURFACE MOTION
 QX0277
 QX0277  HISTORY     - Date     Condition        Report By
 QX0277  HISTORY     - 1934     MONUMENTED       CGS
 QX0277  HISTORY     - 1960     GOOD             NGS
 QX0277
 QX0277                          STATION DESCRIPTION
 QX0277
 QX0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0277'5.6 MI N FROM KARST RANCH.
 QX0277'ABOUT 5.6 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0277'STATION AT KARST RANCH, IN SECTION 15, T 5 S, R 4 E, ABOUT 0.75 MILE
 QX0277'SOUTH OF A BRIDGE OVER THE GALLATIN RIVER, 82 FEET EAST OF THE CENTER
 QX0277'LINE OF THE HIGHWAY, IN A SMALL CAMP GROUND, 21 FEET NORTH OF THE
 QX0277'CENTER LINE OF A ROAD LEADING INTO THE CAMP GROUND, 1.0 FOOT EAST OF A
 QX0277'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 QX0277'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0370 ***********************************************************************
 PY0370  DESIGNATION -  B 105
 PY0370  PID         -  PY0370
 PY0370  STATE/COUNTY-  MT/GALLATIN
 PY0370  USGS QUAD   -  REAS PASS (1986)
 PY0370
 PY0370                         *CURRENT SURVEY CONTROL
 PY0370  ___________________________________________________________________
 PY0370* NAD 83(1986)-  44 36 43.     (N)    111 09 44.     (W)     SCALED    
 PY0370* NAVD 88     -      2057.136  (meters)    6749.12   (feet)  POSTED    
 PY0370  ___________________________________________________________________
 PY0370  GEOID HEIGHT-          -8.90  (meters)                     GEOID03
 PY0370  DYNAMIC HT  -        2055.970 (meters)    6745.29  (feet)  COMP
 PY0370  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 PY0370
 PY0370  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0370
 PY0370.The horizontal coordinates were scaled from a topographic map and have
 PY0370.an estimated accuracy of +/- 6 seconds.
 PY0370
 PY0370.The orthometric height was determined by differential leveling
 PY0370.and adjusted by the National Geodetic Survey in 1992..
 PY0370.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0370.rate of 4.1 thru 8.0 mm/km.
 PY0370
 PY0370.The geoid height was determined by GEOID03.
 PY0370
 PY0370.The dynamic height is computed by dividing the NAVD 88
 PY0370.geopotential number by the normal gravity value computed on the
 PY0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0370.degrees latitude (g = 980.6199 gals.).
 PY0370
 PY0370.The modeled gravity was interpolated from observed gravity values.
 PY0370
 PY0370;                    North         East    Units  Estimated Accuracy
 PY0370;SPC MT       -    41,640.      468,030.      MT  (+/- 180 meters Scaled)
 PY0370
 PY0370                          SUPERSEDED SURVEY CONTROL
 PY0370
 PY0370  NGVD 29 (??/??/92) 2055.668  (m)         6744.30   (f) ADJ UNCH    1 2
 PY0370
 PY0370.Superseded values are not recommended for survey control.
 PY0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0370.See file dsdata.txt to determine how the superseded data were derived.
 PY0370
 PY0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ871398(NAD 83)
 PY0370_MARKER: DB = BENCH MARK DISK
 PY0370_SETTING: 66 = SET IN ROCK OUTCROP
 PY0370_SP_SET: ROCKY CUT
 PY0370_STAMPING: B 105 1960
 PY0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0370+STABILITY: POSITION/ELEVATION WELL
 PY0370
 PY0370  HISTORY     - Date     Condition        Report By
 PY0370  HISTORY     - 1960     MONUMENTED       CGS
 PY0370
 PY0370                          STATION DESCRIPTION
 PY0370
 PY0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0370'6.1 MI SW FROM WEST YELLOWSTONE.
 PY0370'6.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0370'AT WEST YELLOWSTONE, 6 1/2 POLES NORTH OF MILEPOLE 101, ON THE INSIDE
 PY0370'OF A LONG CURVE, IN TOP OF A SHELF OF A ROCKY CUT, 7.6 FEET EAST OF
 PY0370'THE EAST RAIL, 50 YARDS NORTH OF THE CENTER LINE OF A SECTION CAR
 PY0370'SETOFF, 19.5 FEET NORTH OF A 5-INCH TRIANGLE CUT IN THE FACE OF THE
 PY0370'CUT, 10.5 FEET SOUTH OF A 5-INCH TRIANGLE CUT IN THE FACE OF THE CUT,
 PY0370'AND ABOUT 2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1088 ***********************************************************************
 SS1088  DESIGNATION -  B 11
 SS1088  PID         -  SS1088
 SS1088  STATE/COUNTY-  MT/TETON
 SS1088  USGS QUAD   -  DUTTON (1987)
 SS1088
 SS1088                         *CURRENT SURVEY CONTROL
 SS1088  ___________________________________________________________________
 SS1088* NAD 83(1986)-  47 49 36.     (N)    111 41 08.     (W)     SCALED    
 SS1088* NAVD 88     -      1132.424  (meters)    3715.29   (feet)  ADJUSTED  
 SS1088  ___________________________________________________________________
 SS1088  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SS1088  DYNAMIC HT  -        1132.376 (meters)    3715.14  (feet)  COMP
 SS1088  MODELED GRAV-     980,529.7   (mgal)                       NAVD 88
 SS1088
 SS1088  VERT ORDER  -  FIRST     CLASS II
 SS1088
 SS1088.The horizontal coordinates were scaled from a topographic map and have
 SS1088.an estimated accuracy of +/- 6 seconds.
 SS1088
 SS1088.The orthometric height was determined by differential leveling
 SS1088.and adjusted by the National Geodetic Survey in June 1991..
 SS1088
 SS1088.The geoid height was determined by GEOID03.
 SS1088
 SS1088.The dynamic height is computed by dividing the NAVD 88
 SS1088.geopotential number by the normal gravity value computed on the
 SS1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1088.degrees latitude (g = 980.6199 gals.).
 SS1088
 SS1088.The modeled gravity was interpolated from observed gravity values.
 SS1088
 SS1088;                    North         East    Units  Estimated Accuracy
 SS1088;SPC MT       -   399,710.      436,460.      MT  (+/- 180 meters Scaled)
 SS1088
 SS1088                          SUPERSEDED SURVEY CONTROL
 SS1088
 SS1088  NGVD 29 (??/??/92) 1131.500  (m)         3712.26   (f) ADJ UNCH    1 2
 SS1088
 SS1088.Superseded values are not recommended for survey control.
 SS1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1088.See file dsdata.txt to determine how the superseded data were derived.
 SS1088
 SS1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT486972(NAD 83)
 SS1088_MARKER: DB = BENCH MARK DISK
 SS1088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1088_STAMPING: 3712.306
 SS1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1088
 SS1088  HISTORY     - Date     Condition        Report By
 SS1088  HISTORY     - UNK      MONUMENTED       CGS
 SS1088  HISTORY     - 1961     GOOD             NGS
 SS1088  HISTORY     - 1978     GOOD             NGS
 SS1088
 SS1088                          STATION DESCRIPTION
 SS1088
 SS1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1088'2.35 MI SE FROM DUTTON.
 SS1088'2.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1088'AT DUTTON, 0.2 MILE SOUTHEAST OF THE CROSSING OF A COUNTY ROAD, 88
 SS1088'FEET SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOST 35, 35 FEET SOUTH
 SS1088'OF THE SOUTH RAIL, 1.5 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 SS1088'THAN THE TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE
 SS1088'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SS1088
 SS1088                          STATION RECOVERY (1978)
 SS1088
 SS1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SS1088'ABOUT 1.6 MILES SOUTH ALONG INTERSTATE 15 FROM THE OVERPASS AT EXIT
 SS1088'313 IN DUTTON, 0.45 MILE SOUTH OF MILE POST 312, 0.2 MILE SOUTH OF THE
 SS1088'CENTERLINE OF INTERSTATE 15 SOUTH BOUND, IN THE WEST RIGHT OF WAY OF
 SS1088'THE GREAT NORTHERN RAILROAD, 0.2 MILE SOUTHEAST OF A CROSSING OF A
 SS1088'COUNTY ROAD, AT RAILROAD MILE POST 35, 88 FEET SOUTHWEST OF MILE POST
 SS1088'35, 35 FEET SOUTH OF THE SOUTH RAIL.
 SS1088'THE MARK IS 2 FT  E FROM A WITNESS POST.
 SS1088'THE MARK IS 1 FT BELOW THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0215 ***********************************************************************
 SS0215  DESIGNATION -  B 11 G
 SS0215  PID         -  SS0215
 SS0215  STATE/COUNTY-  MT/JUDITH BASIN
 SS0215  USGS QUAD   -  PALISADE BUTTE (1995)
 SS0215
 SS0215                         *CURRENT SURVEY CONTROL
 SS0215  ___________________________________________________________________
 SS0215* NAD 83(1986)-  47 23 10.     (N)    110 25 44.     (W)     SCALED    
 SS0215* NAVD 88     -      1301.231  (meters)    4269.12   (feet)  ADJUSTED  
 SS0215  ___________________________________________________________________
 SS0215  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 SS0215  DYNAMIC HT  -        1301.115 (meters)    4268.74  (feet)  COMP
 SS0215  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 SS0215
 SS0215  VERT ORDER  -  SECOND    CLASS 0
 SS0215
 SS0215.The horizontal coordinates were scaled from a topographic map and have
 SS0215.an estimated accuracy of +/- 6 seconds.
 SS0215
 SS0215.The orthometric height was determined by differential leveling
 SS0215.and adjusted by the National Geodetic Survey in June 1991..
 SS0215
 SS0215.The geoid height was determined by GEOID03.
 SS0215
 SS0215.The dynamic height is computed by dividing the NAVD 88
 SS0215.geopotential number by the normal gravity value computed on the
 SS0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0215.degrees latitude (g = 980.6199 gals.).
 SS0215
 SS0215.The modeled gravity was interpolated from observed gravity values.
 SS0215
 SS0215;                    North         East    Units  Estimated Accuracy
 SS0215;SPC MT       -   348,890.      529,910.      MT  (+/- 180 meters Scaled)
 SS0215
 SS0215                          SUPERSEDED SURVEY CONTROL
 SS0215
 SS0215  NGVD 29 (??/??/92) 1300.334  (m)         4266.18   (f) ADJ UNCH    2 0
 SS0215
 SS0215.Superseded values are not recommended for survey control.
 SS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0215.See file dsdata.txt to determine how the superseded data were derived.
 SS0215
 SS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT431482(NAD 83)
 SS0215_MARKER: DS = TRIANGULATION STATION DISK
 SS0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0215_STAMPING: B 11 G 1961
 SS0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0215+STABILITY: SURFACE MOTION
 SS0215
 SS0215  HISTORY     - Date     Condition        Report By
 SS0215  HISTORY     - 1961     MONUMENTED       CGS
 SS0215
 SS0215                          STATION DESCRIPTION
 SS0215
 SS0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0215'11.7 MI N FROM GEYSER.
 SS0215'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0215'AT GEYSER, THENCE 11.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.15
 SS0215'MILE WEST ALONG A TRAIL ROAD THROUGH A FIELD TO A POWER POLE BRACED BY
 SS0215'A GUY WIRE, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD TO THE TOP OF A
 SS0215'SMALL ROCKY HILL, IN SECTION 27, T 19 N, R 10 E, 4.5 FEET WEST OF A
 SS0215'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SS0215'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0216 ***********************************************************************
 SS0216  DESIGNATION -  B 11 G RM 1
 SS0216  PID         -  SS0216
 SS0216  STATE/COUNTY-  MT/JUDITH BASIN
 SS0216  USGS QUAD   -  PALISADE BUTTE (1995)
 SS0216
 SS0216                         *CURRENT SURVEY CONTROL
 SS0216  ___________________________________________________________________
 SS0216* NAD 83(1986)-  47 23 10.     (N)    110 25 44.     (W)     SCALED    
 SS0216* NAVD 88     -      1300.227  (meters)    4265.83   (feet)  ADJUSTED  
 SS0216  ___________________________________________________________________
 SS0216  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 SS0216  DYNAMIC HT  -        1300.111 (meters)    4265.45  (feet)  COMP
 SS0216  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 SS0216
 SS0216  VERT ORDER  -  SECOND    CLASS 0
 SS0216
 SS0216.The horizontal coordinates were scaled from a topographic map and have
 SS0216.an estimated accuracy of +/- 6 seconds.
 SS0216
 SS0216.The orthometric height was determined by differential leveling
 SS0216.and adjusted by the National Geodetic Survey in June 1991..
 SS0216
 SS0216.The geoid height was determined by GEOID03.
 SS0216
 SS0216.The dynamic height is computed by dividing the NAVD 88
 SS0216.geopotential number by the normal gravity value computed on the
 SS0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0216.degrees latitude (g = 980.6199 gals.).
 SS0216
 SS0216.The modeled gravity was interpolated from observed gravity values.
 SS0216
 SS0216;                    North         East    Units  Estimated Accuracy
 SS0216;SPC MT       -   348,890.      529,910.      MT  (+/- 180 meters Scaled)
 SS0216
 SS0216                          SUPERSEDED SURVEY CONTROL
 SS0216
 SS0216  NGVD 29 (??/??/92) 1299.330  (m)         4262.89   (f) ADJ UNCH    2 0
 SS0216
 SS0216.Superseded values are not recommended for survey control.
 SS0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0216.See file dsdata.txt to determine how the superseded data were derived.
 SS0216
 SS0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT431482(NAD 83)
 SS0216_MARKER: DR = REFERENCE MARK DISK
 SS0216_SETTING: 80 = SET IN A BOULDER
 SS0216_SP_SET: BOULDER
 SS0216_STAMPING: B 11 G NO 1 1961
 SS0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0216+STABILITY: SURFACE MOTION
 SS0216
 SS0216  HISTORY     - Date     Condition        Report By
 SS0216  HISTORY     - 1961     MONUMENTED       CGS
 SS0216
 SS0216                          STATION DESCRIPTION
 SS0216
 SS0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0216'11.7 MI N FROM GEYSER.
 SS0216'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0216'AT GEYSER, THENCE 11.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.15
 SS0216'MILE WEST ALONG A TRAIL ROAD THROUGH A FIELD TO A POWER POLE BRACED BY
 SS0216'A GUY WIRE, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD TO THE TOP OF A
 SS0216'SMALL ROCKY HILL, IN SECTION 27, T 19 N, R 10 E, 45.5 FEET
 SS0216'EAST-NORTHEAST OF B 11 G 1961, SET IN THE TOP OF A SMALL ROUND BOULDER
 SS0216'WHICH PROJECTS 6 INCHES, AND ABOUT 2 FEET BELOW THE LEVEL OF B 11 G
 SS0216'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0217 ***********************************************************************
 SS0217  DESIGNATION -  B 11 G RM 2
 SS0217  PID         -  SS0217
 SS0217  STATE/COUNTY-  MT/JUDITH BASIN
 SS0217  USGS QUAD   -  PALISADE BUTTE (1995)
 SS0217
 SS0217                         *CURRENT SURVEY CONTROL
 SS0217  ___________________________________________________________________
 SS0217* NAD 83(1986)-  47 23 10.     (N)    110 25 44.     (W)     SCALED    
 SS0217* NAVD 88     -      1300.629  (meters)    4267.15   (feet)  ADJUSTED  
 SS0217  ___________________________________________________________________
 SS0217  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 SS0217  DYNAMIC HT  -        1300.514 (meters)    4266.77  (feet)  COMP
 SS0217  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 SS0217
 SS0217  VERT ORDER  -  SECOND    CLASS 0
 SS0217
 SS0217.The horizontal coordinates were scaled from a topographic map and have
 SS0217.an estimated accuracy of +/- 6 seconds.
 SS0217
 SS0217.The orthometric height was determined by differential leveling
 SS0217.and adjusted by the National Geodetic Survey in June 1991..
 SS0217
 SS0217.The geoid height was determined by GEOID03.
 SS0217
 SS0217.The dynamic height is computed by dividing the NAVD 88
 SS0217.geopotential number by the normal gravity value computed on the
 SS0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0217.degrees latitude (g = 980.6199 gals.).
 SS0217
 SS0217.The modeled gravity was interpolated from observed gravity values.
 SS0217
 SS0217;                    North         East    Units  Estimated Accuracy
 SS0217;SPC MT       -   348,890.      529,910.      MT  (+/- 180 meters Scaled)
 SS0217
 SS0217                          SUPERSEDED SURVEY CONTROL
 SS0217
 SS0217  NGVD 29 (??/??/92) 1299.732  (m)         4264.20   (f) ADJ UNCH    2 0
 SS0217
 SS0217.Superseded values are not recommended for survey control.
 SS0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0217.See file dsdata.txt to determine how the superseded data were derived.
 SS0217
 SS0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT431482(NAD 83)
 SS0217_MARKER: DR = REFERENCE MARK DISK
 SS0217_SETTING: 80 = SET IN A BOULDER
 SS0217_SP_SET: BOULDER
 SS0217_STAMPING: B 11 G NO 2 1961
 SS0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0217+STABILITY: SURFACE MOTION
 SS0217
 SS0217  HISTORY     - Date     Condition        Report By
 SS0217  HISTORY     - 1961     MONUMENTED       CGS
 SS0217
 SS0217                          STATION DESCRIPTION
 SS0217
 SS0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0217'11.7 MI N FROM GEYSER.
 SS0217'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0217'AT GEYSER, THENCE 11.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.15
 SS0217'MILE WEST ALONG A TRAIL ROAD THROUGH A FIELD TO A POWER POLE BRACED BY
 SS0217'A GUY WIRE, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD TO THE TOP OF A
 SS0217'SMALL ROCKY HILL, IN SECTION 27, T 19 N, R 10 E, 34.7 FEET SOUTH OF B
 SS0217'11 G 1961, SET IN THE TOP OF A BOULDER WHICH PROJECTS 10 INCHES, AND
 SS0217'ABOUT 2 FEET BELOW THE LEVEL OF B 11 G 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0213 ***********************************************************************
 SS0213  DESIGNATION -  B 11 H
 SS0213  PID         -  SS0213
 SS0213  STATE/COUNTY-  MT/JUDITH BASIN
 SS0213  USGS QUAD   -  PALISADE BUTTE (1995)
 SS0213
 SS0213                         *CURRENT SURVEY CONTROL
 SS0213  ___________________________________________________________________
 SS0213* NAD 83(1986)-  47 23 01.     (N)    110 26 05.     (W)     SCALED    
 SS0213* NAVD 88     -      1308.501  (meters)    4292.97   (feet)  ADJUSTED  
 SS0213  ___________________________________________________________________
 SS0213  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 SS0213  DYNAMIC HT  -        1308.383 (meters)    4292.59  (feet)  COMP
 SS0213  MODELED GRAV-     980,475.8   (mgal)                       NAVD 88
 SS0213
 SS0213  VERT ORDER  -  SECOND    CLASS 0
 SS0213
 SS0213.The horizontal coordinates were scaled from a topographic map and have
 SS0213.an estimated accuracy of +/- 6 seconds.
 SS0213
 SS0213.The orthometric height was determined by differential leveling
 SS0213.and adjusted by the National Geodetic Survey in June 1991..
 SS0213
 SS0213.The geoid height was determined by GEOID03.
 SS0213
 SS0213.The dynamic height is computed by dividing the NAVD 88
 SS0213.geopotential number by the normal gravity value computed on the
 SS0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0213.degrees latitude (g = 980.6199 gals.).
 SS0213
 SS0213.The modeled gravity was interpolated from observed gravity values.
 SS0213
 SS0213;                    North         East    Units  Estimated Accuracy
 SS0213;SPC MT       -   348,620.      529,460.      MT  (+/- 180 meters Scaled)
 SS0213
 SS0213                          SUPERSEDED SURVEY CONTROL
 SS0213
 SS0213  NGVD 29 (??/??/92) 1307.602  (m)         4290.02   (f) ADJ UNCH    2 0
 SS0213
 SS0213.Superseded values are not recommended for survey control.
 SS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0213.See file dsdata.txt to determine how the superseded data were derived.
 SS0213
 SS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT426479(NAD 83)
 SS0213_MARKER: DS = TRIANGULATION STATION DISK
 SS0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0213_STAMPING: B 11 H 1961
 SS0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0213+STABILITY: SURFACE MOTION
 SS0213
 SS0213  HISTORY     - Date     Condition        Report By
 SS0213  HISTORY     - 1961     MONUMENTED       CGS
 SS0213
 SS0213                          STATION DESCRIPTION
 SS0213
 SS0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0213'11.05 MI N FROM GEYSER.
 SS0213'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0213'AT GEYSER, THENCE 10.9 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0213'27, T 19 N, R 10 E, ON THE NORTH BANK OF A DRAW AND 362 FEET NORTHWEST
 SS0213'OF THE CENTER LINE OF THE ROAD, 424 FEET NORTHWEST OF AND ACROSS THE
 SS0213'ROAD FROM A POWER POLE THAT IS BRACED BY 2 GUY WIRES, 324 FEET
 SS0213'NORTHWEST OF A FENCE, 2.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 SS0213'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0213'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0214 ***********************************************************************
 SS0214  DESIGNATION -  B 11 H RM 1
 SS0214  PID         -  SS0214
 SS0214  STATE/COUNTY-  MT/JUDITH BASIN
 SS0214  USGS QUAD   -  PALISADE BUTTE (1995)
 SS0214
 SS0214                         *CURRENT SURVEY CONTROL
 SS0214  ___________________________________________________________________
 SS0214* NAD 83(1986)-  47 23 01.     (N)    110 26 05.     (W)     SCALED    
 SS0214* NAVD 88     -      1307.462  (meters)    4289.56   (feet)  ADJUSTED  
 SS0214  ___________________________________________________________________
 SS0214  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 SS0214  DYNAMIC HT  -        1307.344 (meters)    4289.18  (feet)  COMP
 SS0214  MODELED GRAV-     980,475.8   (mgal)                       NAVD 88
 SS0214
 SS0214  VERT ORDER  -  SECOND    CLASS 0
 SS0214
 SS0214.The horizontal coordinates were scaled from a topographic map and have
 SS0214.an estimated accuracy of +/- 6 seconds.
 SS0214
 SS0214.The orthometric height was determined by differential leveling
 SS0214.and adjusted by the National Geodetic Survey in June 1991..
 SS0214
 SS0214.The geoid height was determined by GEOID03.
 SS0214
 SS0214.The dynamic height is computed by dividing the NAVD 88
 SS0214.geopotential number by the normal gravity value computed on the
 SS0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0214.degrees latitude (g = 980.6199 gals.).
 SS0214
 SS0214.The modeled gravity was interpolated from observed gravity values.
 SS0214
 SS0214;                    North         East    Units  Estimated Accuracy
 SS0214;SPC MT       -   348,620.      529,460.      MT  (+/- 180 meters Scaled)
 SS0214
 SS0214                          SUPERSEDED SURVEY CONTROL
 SS0214
 SS0214  NGVD 29 (??/??/92) 1306.563  (m)         4286.62   (f) ADJ UNCH    2 0
 SS0214
 SS0214.Superseded values are not recommended for survey control.
 SS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0214.See file dsdata.txt to determine how the superseded data were derived.
 SS0214
 SS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT426479(NAD 83)
 SS0214_MARKER: DR = REFERENCE MARK DISK
 SS0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0214_STAMPING: B 11 H NO 1 1961
 SS0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0214+STABILITY: SURFACE MOTION
 SS0214
 SS0214  HISTORY     - Date     Condition        Report By
 SS0214  HISTORY     - 1961     MONUMENTED       CGS
 SS0214
 SS0214                          STATION DESCRIPTION
 SS0214
 SS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0214'11.05 MI N FROM GEYSER.
 SS0214'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0214'AT GEYSER, THENCE 10.9 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0214'27, T 19 N, R 10 E, ON THE NORTH BANK OF A DRAW AND 304 FEET NORTHWEST
 SS0214'OF THE CENTER LINE OF THE ROAD, 366 FEET NORTHWEST OF AND ACROSS THE
 SS0214'ROAD FROM A POWER POLE THAT IS BRACED BY 2 GUY WIRES, 268 FEET
 SS0214'NORTHWEST OF A FENCE, 61.2 FEET SOUTHEAST OF B 11 H 1961, ABOUT LEVEL
 SS0214'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SS0214'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0212 ***********************************************************************
 SS0212  DESIGNATION -  B 11 H RM 2
 SS0212  PID         -  SS0212
 SS0212  STATE/COUNTY-  MT/JUDITH BASIN
 SS0212  USGS QUAD   -  PALISADE BUTTE (1995)
 SS0212
 SS0212                         *CURRENT SURVEY CONTROL
 SS0212  ___________________________________________________________________
 SS0212* NAD 83(1986)-  47 23 01.     (N)    110 26 05.     (W)     SCALED    
 SS0212* NAVD 88     -      1308.094  (meters)    4291.64   (feet)  ADJUSTED  
 SS0212  ___________________________________________________________________
 SS0212  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 SS0212  DYNAMIC HT  -        1307.976 (meters)    4291.25  (feet)  COMP
 SS0212  MODELED GRAV-     980,475.8   (mgal)                       NAVD 88
 SS0212
 SS0212  VERT ORDER  -  SECOND    CLASS 0
 SS0212
 SS0212.The horizontal coordinates were scaled from a topographic map and have
 SS0212.an estimated accuracy of +/- 6 seconds.
 SS0212
 SS0212.The orthometric height was determined by differential leveling
 SS0212.and adjusted by the National Geodetic Survey in June 1991..
 SS0212
 SS0212.The geoid height was determined by GEOID03.
 SS0212
 SS0212.The dynamic height is computed by dividing the NAVD 88
 SS0212.geopotential number by the normal gravity value computed on the
 SS0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0212.degrees latitude (g = 980.6199 gals.).
 SS0212
 SS0212.The modeled gravity was interpolated from observed gravity values.
 SS0212
 SS0212;                    North         East    Units  Estimated Accuracy
 SS0212;SPC MT       -   348,620.      529,460.      MT  (+/- 180 meters Scaled)
 SS0212
 SS0212                          SUPERSEDED SURVEY CONTROL
 SS0212
 SS0212  NGVD 29 (??/??/92) 1307.195  (m)         4288.69   (f) ADJ UNCH    2 0
 SS0212
 SS0212.Superseded values are not recommended for survey control.
 SS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0212.See file dsdata.txt to determine how the superseded data were derived.
 SS0212
 SS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT426479(NAD 83)
 SS0212_MARKER: DR = REFERENCE MARK DISK
 SS0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0212_STAMPING: B 11 H NO 2 1961
 SS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0212+STABILITY: SURFACE MOTION
 SS0212
 SS0212  HISTORY     - Date     Condition        Report By
 SS0212  HISTORY     - 1961     MONUMENTED       CGS
 SS0212
 SS0212                          STATION DESCRIPTION
 SS0212
 SS0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0212'11.05 MI N FROM GEYSER.
 SS0212'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0212'AT GEYSER, THENCE 10.9 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0212'27, T 19 N, R 10 E, ON THE NORTH BANK OF A DRAW AND 326 FEET NORTHWEST
 SS0212'OF THE CENTER LINE OF THE ROAD, 388 FEET NORTHWEST OF AND ACROSS THE
 SS0212'ROAD FROM A POWER POLE THAT IS BRACED BY 2 GUY WIRES, 290 FEET
 SS0212'NORTHWEST OF A FENCE, 53 FEET SOUTH OF B 11 H 1961, ABOUT LEVEL WITH
 SS0212'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0607 ***********************************************************************
 SS0607  DESIGNATION -  B 110
 SS0607  PID         -  SS0607
 SS0607  STATE/COUNTY-  MT/CASCADE
 SS0607  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS0607
 SS0607                         *CURRENT SURVEY CONTROL
 SS0607  ___________________________________________________________________
 SS0607* NAD 83(1986)-  47 31 09.     (N)    111 16 33.     (W)     SCALED    
 SS0607* NAVD 88     -      1017.468  (meters)    3338.14   (feet)  ADJUSTED  
 SS0607  ___________________________________________________________________
 SS0607  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SS0607  DYNAMIC HT  -        1017.408 (meters)    3337.95  (feet)  COMP
 SS0607  MODELED GRAV-     980,519.4   (mgal)                       NAVD 88
 SS0607
 SS0607  VERT ORDER  -  SECOND    CLASS 0
 SS0607
 SS0607.The horizontal coordinates were scaled from a topographic map and have
 SS0607.an estimated accuracy of +/- 6 seconds.
 SS0607
 SS0607.The orthometric height was determined by differential leveling
 SS0607.and adjusted by the National Geodetic Survey in June 1991..
 SS0607
 SS0607.The geoid height was determined by GEOID03.
 SS0607
 SS0607.The dynamic height is computed by dividing the NAVD 88
 SS0607.geopotential number by the normal gravity value computed on the
 SS0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0607.degrees latitude (g = 980.6199 gals.).
 SS0607
 SS0607.The modeled gravity was interpolated from observed gravity values.
 SS0607
 SS0607;                    North         East    Units  Estimated Accuracy
 SS0607;SPC MT       -   364,780.      466,340.      MT  (+/- 180 meters Scaled)
 SS0607
 SS0607                          SUPERSEDED SURVEY CONTROL
 SS0607
 SS0607  NGVD 29 (??/??/92) 1016.568  (m)         3335.19   (f) ADJ UNCH    2 0
 SS0607
 SS0607.Superseded values are not recommended for survey control.
 SS0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0607.See file dsdata.txt to determine how the superseded data were derived.
 SS0607
 SS0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT792628(NAD 83)
 SS0607_MARKER: DB = BENCH MARK DISK
 SS0607_SETTING: 66 = SET IN ROCK OUTCROP
 SS0607_SP_SET: ROCK LEDGE
 SS0607_STAMPING: B 110 1934
 SS0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0607+STABILITY: POSITION/ELEVATION WELL
 SS0607
 SS0607  HISTORY     - Date     Condition        Report By
 SS0607  HISTORY     - 1934     MONUMENTED       CGS
 SS0607  HISTORY     - 1965     MARK NOT FOUND   USGS
 SS0607
 SS0607                          STATION DESCRIPTION
 SS0607
 SS0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0607'2 MI E FROM GREAT FALLS.
 SS0607'2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM GREAT FALLS, AT A
 SS0607'CUT THROUGH A HILL, 17 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN
 SS0607'THE TOP OF A ROCK LEDGE, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A
 SS0607'STANDARD DISK, STAMPED B 110 1934.  NOTE-- THE ROCK LEDGE IS NOW OVER
 SS0607'20 FT FROM THE CENTER OF THE TRACK.
 SS0607
 SS0607                          STATION RECOVERY (1965)
 SS0607
 SS0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SS0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0023 ***********************************************************************
 ST0023  DESIGNATION -  B 111
 ST0023  PID         -  ST0023
 ST0023  STATE/COUNTY-  MT/TETON
 ST0023  USGS QUAD   -  GILMAN (1987)
 ST0023
 ST0023                         *CURRENT SURVEY CONTROL
 ST0023  ___________________________________________________________________
 ST0023* NAD 83(1986)-  47 36 26.     (N)    112 21 00.     (W)     SCALED    
 ST0023* NAVD 88     -      1340.390  (meters)    4397.60   (feet)  ADJUSTED  
 ST0023  ___________________________________________________________________
 ST0023  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 ST0023  DYNAMIC HT  -        1340.224 (meters)    4397.05  (feet)  COMP
 ST0023  MODELED GRAV-     980,441.5   (mgal)                       NAVD 88
 ST0023
 ST0023  VERT ORDER  -  SECOND    CLASS 0
 ST0023
 ST0023.The horizontal coordinates were scaled from a topographic map and have
 ST0023.an estimated accuracy of +/- 6 seconds.
 ST0023
 ST0023.The orthometric height was determined by differential leveling
 ST0023.and adjusted by the National Geodetic Survey in June 1991..
 ST0023
 ST0023.The geoid height was determined by GEOID03.
 ST0023
 ST0023.The dynamic height is computed by dividing the NAVD 88
 ST0023.geopotential number by the normal gravity value computed on the
 ST0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0023.degrees latitude (g = 980.6199 gals.).
 ST0023
 ST0023.The modeled gravity was interpolated from observed gravity values.
 ST0023
 ST0023;                    North         East    Units  Estimated Accuracy
 ST0023;SPC MT       -   376,940.      385,870.      MT  (+/- 180 meters Scaled)
 ST0023
 ST0023                          SUPERSEDED SURVEY CONTROL
 ST0023
 ST0023  NGVD 29 (??/??/92) 1339.380  (m)         4394.28   (f) ADJ UNCH    2 0
 ST0023
 ST0023.Superseded values are not recommended for survey control.
 ST0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0023.See file dsdata.txt to determine how the superseded data were derived.
 ST0023
 ST0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT985735(NAD 83)
 ST0023_MARKER: DB = BENCH MARK DISK
 ST0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0023_STAMPING: B 111 1934
 ST0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0023+STABILITY: SURFACE MOTION
 ST0023
 ST0023  HISTORY     - Date     Condition        Report By
 ST0023  HISTORY     - 1934     MONUMENTED       CGS
 ST0023  HISTORY     - 1961     GOOD             NGS
 ST0023
 ST0023                          STATION DESCRIPTION
 ST0023
 ST0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0023'16.55 MI N FROM AUGUSTA.
 ST0023'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0023'AUGUSTA, THENCE 3.65 MILES WEST ALONG A CONTY ROAD, THENCE 1.2 MILES
 ST0023'SOUTH ALONG A DIRT ROAD, 0.2 MILE SOUTH OF THE T JUNCTION OF FENCES,
 ST0023'ABOUT MIDWAY BETWEEN POWER LINE POLES, 36 FEET WEST OF THE CENTER LINE
 ST0023'OF THE ROAD, 5 FEET WEST OF A FENCE, 1 FOOT EAST OF A POINT IN LINE
 ST0023'WITH THE POWER LINE POLES, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 ST0023'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0069 ***********************************************************************
 ST0069  DESIGNATION -  B 112
 ST0069  PID         -  ST0069
 ST0069  STATE/COUNTY-  MT/TETON
 ST0069  USGS QUAD   -  CHOTEAU SE (1987)
 ST0069
 ST0069                         *CURRENT SURVEY CONTROL
 ST0069  ___________________________________________________________________
 ST0069* NAD 83(1986)-  47 46 06.     (N)    112 06 50.     (W)     SCALED    
 ST0069* NAVD 88     -      1147.072  (meters)    3763.35   (feet)  ADJUSTED  
 ST0069  ___________________________________________________________________
 ST0069  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 ST0069  DYNAMIC HT  -        1147.007 (meters)    3763.14  (feet)  COMP
 ST0069  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 ST0069
 ST0069  VERT ORDER  -  SECOND    CLASS 0
 ST0069
 ST0069.The horizontal coordinates were scaled from a topographic map and have
 ST0069.an estimated accuracy of +/- 6 seconds.
 ST0069
 ST0069.The orthometric height was determined by differential leveling
 ST0069.and adjusted by the National Geodetic Survey in June 1991..
 ST0069
 ST0069.The geoid height was determined by GEOID03.
 ST0069
 ST0069.The dynamic height is computed by dividing the NAVD 88
 ST0069.geopotential number by the normal gravity value computed on the
 ST0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0069.degrees latitude (g = 980.6199 gals.).
 ST0069
 ST0069.The modeled gravity was interpolated from observed gravity values.
 ST0069
 ST0069;                    North         East    Units  Estimated Accuracy
 ST0069;SPC MT       -   394,220.      404,200.      MT  (+/- 180 meters Scaled)
 ST0069
 ST0069                          SUPERSEDED SURVEY CONTROL
 ST0069
 ST0069  NGVD 29 (??/??/92) 1146.125  (m)         3760.25   (f) ADJ UNCH    2 0
 ST0069
 ST0069.Superseded values are not recommended for survey control.
 ST0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0069.See file dsdata.txt to determine how the superseded data were derived.
 ST0069
 ST0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT165911(NAD 83)
 ST0069_MARKER: DB = BENCH MARK DISK
 ST0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0069_STAMPING: B 112 1934
 ST0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0069+STABILITY: SURFACE MOTION
 ST0069
 ST0069  HISTORY     - Date     Condition        Report By
 ST0069  HISTORY     - 1934     MONUMENTED       CGS
 ST0069
 ST0069                          STATION DESCRIPTION
 ST0069
 ST0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0069'5.2 MI SE FROM CHOTEAU.
 ST0069'5.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0069'AT CHOTEAU, TETON COUNTY, 148 YARDS NORTHEAST OF MILEPOST 24, 55 FEET
 ST0069'EAST OF THE CENTERLINE OF THE TRACK, AND 5 FEET EAST OF THE
 ST0069'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 112 1934 AND SET IN
 ST0069'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0041 ***********************************************************************
 TM0041  DESIGNATION -  B 113
 TM0041  PID         -  TM0041
 TM0041  STATE/COUNTY-  MT/PONDERA
 TM0041  USGS QUAD   -  VALIER EAST (1985)
 TM0041
 TM0041                         *CURRENT SURVEY CONTROL
 TM0041  ___________________________________________________________________
 TM0041* NAD 83(1986)-  48 16 49.     (N)    112 10 48.     (W)     SCALED    
 TM0041* NAVD 88     -      1179.414  (meters)    3869.46   (feet)  ADJUSTED  
 TM0041  ___________________________________________________________________
 TM0041  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 TM0041  DYNAMIC HT  -        1179.396 (meters)    3869.40  (feet)  COMP
 TM0041  MODELED GRAV-     980,555.2   (mgal)                       NAVD 88
 TM0041
 TM0041  VERT ORDER  -  SECOND    CLASS 0
 TM0041
 TM0041.The horizontal coordinates were scaled from a topographic map and have
 TM0041.an estimated accuracy of +/- 6 seconds.
 TM0041
 TM0041.The orthometric height was determined by differential leveling
 TM0041.and adjusted by the National Geodetic Survey in June 1991..
 TM0041
 TM0041.The geoid height was determined by GEOID03.
 TM0041
 TM0041.The dynamic height is computed by dividing the NAVD 88
 TM0041.geopotential number by the normal gravity value computed on the
 TM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0041.degrees latitude (g = 980.6199 gals.).
 TM0041
 TM0041.The modeled gravity was interpolated from observed gravity values.
 TM0041
 TM0041;                    North         East    Units  Estimated Accuracy
 TM0041;SPC MT       -   451,250.      401,200.      MT  (+/- 180 meters Scaled)
 TM0041
 TM0041                          SUPERSEDED SURVEY CONTROL
 TM0041
 TM0041  NGVD 29 (??/??/92) 1178.399  (m)         3866.13   (f) ADJ UNCH    2 0
 TM0041
 TM0041.Superseded values are not recommended for survey control.
 TM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0041.See file dsdata.txt to determine how the superseded data were derived.
 TM0041
 TM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU124481(NAD 83)
 TM0041_MARKER: DB = BENCH MARK DISK
 TM0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0041_STAMPING: B 113 1934
 TM0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0041+STABILITY: SURFACE MOTION
 TM0041
 TM0041  HISTORY     - Date     Condition        Report By
 TM0041  HISTORY     - 1934     MONUMENTED       CGS
 TM0041  HISTORY     - 1981     MARK NOT FOUND   USGS
 TM0041
 TM0041                          STATION DESCRIPTION
 TM0041
 TM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TM0041'3.7 MI E FROM WILLIAMS.
 TM0041'3.7 MILES EAST ALONG THE MONTANA WESTERN RAILWAY FROM VALIER, PONDERA
 TM0041'COUNTY, 2.6 MILES WEST OF WILLIAMS, AT MILEPOST 13, 39 FEET NORTH OF
 TM0041'THE CENTERLINE OF THE TRACK, 11 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 TM0041'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED B 113 1934
 TM0041'AND SET IN THE TOP OF A CONCRETE POST.
 TM0041
 TM0041                          STATION RECOVERY (1981)
 TM0041
 TM0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TM0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0456 ***********************************************************************
 ST0456  DESIGNATION -  B 115
 ST0456  PID         -  ST0456
 ST0456  STATE/COUNTY-  MT/LAKE
 ST0456  USGS QUAD   -  CILLY CREEK (1994)
 ST0456
 ST0456                         *CURRENT SURVEY CONTROL
 ST0456  ___________________________________________________________________
 ST0456* NAD 83(1986)-  47 46 33.     (N)    113 49 35.     (W)     SCALED    
 ST0456* NAVD 88     -       999.861  (meters)    3280.38   (feet)  ADJUSTED  
 ST0456  ___________________________________________________________________
 ST0456  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 ST0456  DYNAMIC HT  -         999.793 (meters)    3280.15  (feet)  COMP
 ST0456  MODELED GRAV-     980,510.1   (mgal)                       NAVD 88
 ST0456
 ST0456  VERT ORDER  -  SECOND    CLASS 0
 ST0456
 ST0456.The horizontal coordinates were scaled from a topographic map and have
 ST0456.an estimated accuracy of +/- 6 seconds.
 ST0456
 ST0456.The orthometric height was determined by differential leveling
 ST0456.and adjusted by the National Geodetic Survey in June 1991..
 ST0456
 ST0456.The geoid height was determined by GEOID03.
 ST0456
 ST0456.The dynamic height is computed by dividing the NAVD 88
 ST0456.geopotential number by the normal gravity value computed on the
 ST0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0456.degrees latitude (g = 980.6199 gals.).
 ST0456
 ST0456.The modeled gravity was interpolated from observed gravity values.
 ST0456
 ST0456;                    North         East    Units  Estimated Accuracy
 ST0456;SPC MT       -   400,730.      276,080.      MT  (+/- 180 meters Scaled)
 ST0456
 ST0456                          SUPERSEDED SURVEY CONTROL
 ST0456
 ST0456  NGVD 29 (??/??/92)  998.739  (m)         3276.70   (f) ADJ UNCH    2 0
 ST0456
 ST0456.Superseded values are not recommended for survey control.
 ST0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0456.See file dsdata.txt to determine how the superseded data were derived.
 ST0456
 ST0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT882952(NAD 83)
 ST0456_MARKER: DB = BENCH MARK DISK
 ST0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0456_STAMPING: B 115 1934
 ST0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0456+STABILITY: SURFACE MOTION
 ST0456
 ST0456  HISTORY     - Date     Condition        Report By
 ST0456  HISTORY     - 1934     MONUMENTED       CGS
 ST0456  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0456
 ST0456                          STATION DESCRIPTION
 ST0456
 ST0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0456'11.3 MI S FROM SWAN LAKE.
 ST0456'11.3 MILES SOUTH ALONG STATE HIGHWAY 31 FROM SWAN LAKE, LAKE COUNTY,
 ST0456'22 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 13 FEET NORTH OF A
 ST0456'TREE PAINTED USBM A STANDARD DISK, STAMPED B 115 1934 AND SET IN THE
 ST0456'TOP OF A CONCRETE POST. NOTE-- OLD HIGHWAY ROUTE IS NOW ABANDONED AND
 ST0456'PARTIALLY OBLITERATED.
 ST0456
 ST0456                          STATION RECOVERY (1965)
 ST0456
 ST0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0594 ***********************************************************************
 PY0594  DESIGNATION -  B 118
 PY0594  PID         -  PY0594
 PY0594  STATE/COUNTY-  MT/MADISON
 PY0594  USGS QUAD   -  EUREKA BASIN (1988)
 PY0594
 PY0594                         *CURRENT SURVEY CONTROL
 PY0594  ___________________________________________________________________
 PY0594* NAD 83(1986)-  44 51 24.     (N)    111 59 40.     (W)     SCALED    
 PY0594* NAVD 88     -      2116.289  (meters)    6943.19   (feet)  ADJUSTED  
 PY0594  ___________________________________________________________________
 PY0594  GEOID HEIGHT-          -9.10  (meters)                     GEOID03
 PY0594  DYNAMIC HT  -        2115.137 (meters)    6939.41  (feet)  COMP
 PY0594  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 PY0594
 PY0594  VERT ORDER  -  SECOND    CLASS 0
 PY0594
 PY0594.The horizontal coordinates were scaled from a topographic map and have
 PY0594.an estimated accuracy of +/- 6 seconds.
 PY0594
 PY0594.The orthometric height was determined by differential leveling
 PY0594.and adjusted by the National Geodetic Survey in June 1991..
 PY0594
 PY0594.The geoid height was determined by GEOID03.
 PY0594
 PY0594.The dynamic height is computed by dividing the NAVD 88
 PY0594.geopotential number by the normal gravity value computed on the
 PY0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0594.degrees latitude (g = 980.6199 gals.).
 PY0594
 PY0594.The modeled gravity was interpolated from observed gravity values.
 PY0594
 PY0594;                    North         East    Units  Estimated Accuracy
 PY0594;SPC MT       -    70,580.      402,850.      MT  (+/- 180 meters Scaled)
 PY0594
 PY0594                          SUPERSEDED SURVEY CONTROL
 PY0594
 PY0594  NGVD 29 (??/??/92) 2114.913  (m)         6938.68   (f) ADJ UNCH    2 0
 PY0594
 PY0594.Superseded values are not recommended for survey control.
 PY0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0594.See file dsdata.txt to determine how the superseded data were derived.
 PY0594
 PY0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ214675(NAD 83)
 PY0594_MARKER: DB = BENCH MARK DISK
 PY0594_SETTING: 66 = SET IN ROCK OUTCROP
 PY0594_SP_SET: SQUARE ROCK
 PY0594_STAMPING: B 118 1934 6939
 PY0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0594+STABILITY: POSITION/ELEVATION WELL
 PY0594
 PY0594  HISTORY     - Date     Condition        Report By
 PY0594  HISTORY     - 1934     MONUMENTED       CGS
 PY0594  HISTORY     - 1964     GOOD             NGS
 PY0594
 PY0594                          STATION DESCRIPTION
 PY0594
 PY0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0594'35.6 MI NW FROM LAKEVIEW.
 PY0594'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PY0594'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PY0594'DIRT ROAD, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 17.0
 PY0594'MILES NORTH ALONG A GRADED DIRT ROAD, ABOUT 0.5 MILE NORTHEAST OF A
 PY0594'25-FOOT WOODEN BRIDGE OVER COAL CREEK, NEAR THE CENTER OF A SHORT
 PY0594'NORTHEAST-SOUTHWEST SECTION OF ROAD BETWEEN TWO CURVES, 22 FEET
 PY0594'NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A 2 BY
 PY0594'2-FOOT SQUARE ROCK, NEAR THE CENTER OF A NUMBER OF LOOSE ROCKS, ABOUT
 PY0594'2 INCHES BELOW THE SURFACE OF THE GROUND, AND ABOUT 3 FEET BELOW THE
 PY0594'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0223 ***********************************************************************
 RU0223  DESIGNATION -  B 121
 RU0223  PID         -  RU0223
 RU0223  STATE/COUNTY-  MT/ROSEBUD
 RU0223  USGS QUAD   -  INGOMAR WEST (1980)
 RU0223
 RU0223                         *CURRENT SURVEY CONTROL
 RU0223  ___________________________________________________________________
 RU0223* NAD 83(1986)-  46 34 03.     (N)    107 24 53.     (W)     SCALED    
 RU0223* NAVD 88     -       922.092  (meters)    3025.23   (feet)  ADJUSTED  
 RU0223  ___________________________________________________________________
 RU0223  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 RU0223  DYNAMIC HT  -         922.023 (meters)    3025.00  (feet)  COMP
 RU0223  MODELED GRAV-     980,507.1   (mgal)                       NAVD 88
 RU0223
 RU0223  VERT ORDER  -  SECOND    CLASS 0
 RU0223
 RU0223.The horizontal coordinates were scaled from a topographic map and have
 RU0223.an estimated accuracy of +/- 6 seconds.
 RU0223
 RU0223.The orthometric height was determined by differential leveling
 RU0223.and adjusted by the National Geodetic Survey in June 1991..
 RU0223
 RU0223.The geoid height was determined by GEOID03.
 RU0223
 RU0223.The dynamic height is computed by dividing the NAVD 88
 RU0223.geopotential number by the normal gravity value computed on the
 RU0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0223.degrees latitude (g = 980.6199 gals.).
 RU0223
 RU0223.The modeled gravity was interpolated from observed gravity values.
 RU0223
 RU0223;                    North         East    Units  Estimated Accuracy
 RU0223;SPC MT       -   259,650.      759,760.      MT  (+/- 180 meters Scaled)
 RU0223
 RU0223                          SUPERSEDED SURVEY CONTROL
 RU0223
 RU0223  NGVD 29 (??/??/92)  921.428  (m)         3023.05   (f) ADJ UNCH    2 0
 RU0223
 RU0223.Superseded values are not recommended for survey control.
 RU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0223.See file dsdata.txt to determine how the superseded data were derived.
 RU0223
 RU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM149599(NAD 83)
 RU0223_MARKER: DB = BENCH MARK DISK
 RU0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0223_STAMPING: B 121 1934
 RU0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0223+STABILITY: SURFACE MOTION
 RU0223
 RU0223  HISTORY     - Date     Condition        Report By
 RU0223  HISTORY     - 1934     MONUMENTED       CGS
 RU0223
 RU0223                          STATION DESCRIPTION
 RU0223
 RU0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0223'2 MI W FROM INGOMAR.
 RU0223'2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RU0223'RAILROAD FROM INGOMAR, ROSEBUD COUNTY, 120 FEET SOUTHEAST OF MILEPOST
 RU0223'1206, 90 FEET SOUTHEAST OF THE TRACK, AND 6 FEET NORTHWEST OF THE
 RU0223'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 121 1934 AND SET IN
 RU0223'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0004 ***********************************************************************
 RV0004  DESIGNATION -  B 122
 RV0004  PID         -  RV0004
 RV0004  STATE/COUNTY-  MT/MUSSELSHELL
 RV0004  USGS QUAD   -  DELPHIA (1963)
 RV0004
 RV0004                         *CURRENT SURVEY CONTROL
 RV0004  ___________________________________________________________________
 RV0004* NAD 83(1986)-  46 36 58.     (N)    108 09 19.     (W)     SCALED    
 RV0004* NAVD 88     -       937.457  (meters)    3075.64   (feet)  ADJUSTED  
 RV0004  ___________________________________________________________________
 RV0004  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 RV0004  DYNAMIC HT  -         937.365 (meters)    3075.34  (feet)  COMP
 RV0004  MODELED GRAV-     980,483.4   (mgal)                       NAVD 88
 RV0004
 RV0004  VERT ORDER  -  SECOND    CLASS 0
 RV0004
 RV0004.The horizontal coordinates were scaled from a topographic map and have
 RV0004.an estimated accuracy of +/- 6 seconds.
 RV0004
 RV0004.The orthometric height was determined by differential leveling
 RV0004.and adjusted by the National Geodetic Survey in June 1991..
 RV0004
 RV0004.The geoid height was determined by GEOID03.
 RV0004
 RV0004.The dynamic height is computed by dividing the NAVD 88
 RV0004.geopotential number by the normal gravity value computed on the
 RV0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0004.degrees latitude (g = 980.6199 gals.).
 RV0004
 RV0004.The modeled gravity was interpolated from observed gravity values.
 RV0004
 RV0004;                    North         East    Units  Estimated Accuracy
 RV0004;SPC MT       -   263,810.      702,940.      MT  (+/- 180 meters Scaled)
 RV0004
 RV0004                          SUPERSEDED SURVEY CONTROL
 RV0004
 RV0004  NGVD 29 (??/??/92)  936.747  (m)         3073.31   (f) ADJ UNCH    2 0
 RV0004
 RV0004.Superseded values are not recommended for survey control.
 RV0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0004.See file dsdata.txt to determine how the superseded data were derived.
 RV0004
 RV0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS178664(NAD 83)
 RV0004_MARKER: DB = BENCH MARK DISK
 RV0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0004_STAMPING: B 122 1934
 RV0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0004+STABILITY: SURFACE MOTION
 RV0004
 RV0004  HISTORY     - Date     Condition        Report By
 RV0004  HISTORY     - 1934     MONUMENTED       CGS
 RV0004  HISTORY     - 1963     GOOD             USGS
 RV0004
 RV0004                          STATION DESCRIPTION
 RV0004
 RV0004'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RV0004'8.0 MI N FROM MUSSELSHELL.
 RV0004'ABOUT 8.0 MI. N. ALONG THE WINNITT RD FROM THE R.R. STA. AT
 RV0004'MUSSESHELL, MUSSELSHELL CO..  0.5 MI. S. OF THE LITTLE WALL FIELD STA.
 RV0004'AT THE XING OF SAND CREEK.  620 FT. S. OF THE DRAIN XING.  64 FT. W.
 RV0004'OF THE CTR. LINE OF THE RD., AND 1.7 FT. LOWER THAN THE RD. A STANDARD
 RV0004'DISK SET IN THE TOP OF A CONCRETE POST STAMPED-- B 122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0260 ***********************************************************************
 RV0260  DESIGNATION -  B 123
 RV0260  PID         -  RV0260
 RV0260  STATE/COUNTY-  MT/SWEET GRASS
 RV0260  USGS QUAD   -  MELVILLE (1985)
 RV0260
 RV0260                         *CURRENT SURVEY CONTROL
 RV0260  ___________________________________________________________________
 RV0260* NAD 83(1986)-  46 06 29.     (N)    109 54 55.     (W)     SCALED    
 RV0260* NAVD 88     -      1518.990  (meters)    4983.55   (feet)  ADJUSTED  
 RV0260  ___________________________________________________________________
 RV0260  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 RV0260  DYNAMIC HT  -        1518.538 (meters)    4982.07  (feet)  COMP
 RV0260  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 RV0260
 RV0260  VERT ORDER  -  SECOND    CLASS 0
 RV0260
 RV0260.The horizontal coordinates were scaled from a topographic map and have
 RV0260.an estimated accuracy of +/- 6 seconds.
 RV0260
 RV0260.The orthometric height was determined by differential leveling
 RV0260.and adjusted by the National Geodetic Survey in June 1991..
 RV0260
 RV0260.The geoid height was determined by GEOID03.
 RV0260
 RV0260.The dynamic height is computed by dividing the NAVD 88
 RV0260.geopotential number by the normal gravity value computed on the
 RV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0260.degrees latitude (g = 980.6199 gals.).
 RV0260
 RV0260.The modeled gravity was interpolated from observed gravity values.
 RV0260
 RV0260;                    North         East    Units  Estimated Accuracy
 RV0260;SPC MT       -   206,570.      567,910.      MT  (+/- 180 meters Scaled)
 RV0260
 RV0260                          SUPERSEDED SURVEY CONTROL
 RV0260
 RV0260  NGVD 29 (??/??/92) 1517.941  (m)         4980.11   (f) ADJ UNCH    2 0
 RV0260
 RV0260.Superseded values are not recommended for survey control.
 RV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0260.See file dsdata.txt to determine how the superseded data were derived.
 RV0260
 RV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS838066(NAD 83)
 RV0260_MARKER: DB = BENCH MARK DISK
 RV0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0260_STAMPING: B 123 1934
 RV0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0260+STABILITY: SURFACE MOTION
 RV0260
 RV0260  HISTORY     - Date     Condition        Report By
 RV0260  HISTORY     - 1934     MONUMENTED       CGS
 RV0260  HISTORY     - 1979     GOOD             USGS
 RV0260
 RV0260                          STATION DESCRIPTION
 RV0260
 RV0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0260'2.0 MI NE FROM MELVILLE.
 RV0260'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM MELVILLE, SWEETGRASS
 RV0260'COUNTY, 0.3 MILE NORTH OF A RIGHT-ANGLE TURN TO THE NORTH, 24 FEET
 RV0260'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF THE
 RV0260'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 123 1934 AND SET IN
 RV0260'THE TOP OF A CONCRETE POST.
 RV0260
 RV0260                          STATION RECOVERY (1979)
 RV0260
 RV0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 RV0260'0.8 MILE EAST ALONG A GRAVEL ROAD FROM U.S. HIGHWAY 191 AND THE POST
 RV0260'OFFICE AT MELVILLE, SWEET GRASS COUNTY, THENCE 0.3 MILE NORTH ALONG
 RV0260'OLD RIGHT-OF-WAY, 73 FEET NORTH OF A T-FENCE WEST, 23 FEET EAST OF
 RV0260'THE CENTERLINE OF THE RIGHT-OF-WAY, 2 FEET WEST OF THE RIGHT-OF-WAY
 RV0260'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0071 ***********************************************************************
 QW0071  DESIGNATION -  B 124
 QW0071  PID         -  QW0071
 QW0071  STATE/COUNTY-  MT/YELLOWSTONE
 QW0071  USGS QUAD   -  BILLINGS EAST (1975)
 QW0071
 QW0071                         *CURRENT SURVEY CONTROL
 QW0071  ___________________________________________________________________
 QW0071* NAD 83(1986)-  45 49 18.     (N)    108 27 57.     (W)     SCALED    
 QW0071* NAVD 88     -       968.608  (meters)    3177.84   (feet)  ADJUSTED  
 QW0071  ___________________________________________________________________
 QW0071  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 QW0071  DYNAMIC HT  -         968.412 (meters)    3177.20  (feet)  COMP
 QW0071  MODELED GRAV-     980,380.7   (mgal)                       NAVD 88
 QW0071
 QW0071  VERT ORDER  -  SECOND    CLASS 0
 QW0071
 QW0071.The horizontal coordinates were scaled from a topographic map and have
 QW0071.an estimated accuracy of +/- 6 seconds.
 QW0071
 QW0071.The orthometric height was determined by differential leveling
 QW0071.and adjusted by the National Geodetic Survey in June 1991..
 QW0071
 QW0071.The geoid height was determined by GEOID03.
 QW0071
 QW0071.The dynamic height is computed by dividing the NAVD 88
 QW0071.geopotential number by the normal gravity value computed on the
 QW0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0071.degrees latitude (g = 980.6199 gals.).
 QW0071
 QW0071.The modeled gravity was interpolated from observed gravity values.
 QW0071
 QW0071;                    North         East    Units  Estimated Accuracy
 QW0071;SPC MT       -   175,200.      680,330.      MT  (+/- 180 meters Scaled)
 QW0071
 QW0071                          SUPERSEDED SURVEY CONTROL
 QW0071
 QW0071  NGVD 29 (??/??/92)  967.850  (m)         3175.35   (f) ADJ UNCH    2 0
 QW0071
 QW0071.Superseded values are not recommended for survey control.
 QW0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0071.See file dsdata.txt to determine how the superseded data were derived.
 QW0071
 QW0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR968773(NAD 83)
 QW0071_MARKER: DB = BENCH MARK DISK
 QW0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0071_STAMPING: B 124 1934
 QW0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0071+STABILITY: SURFACE MOTION
 QW0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QW0071+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 QW0071
 QW0071  HISTORY     - Date     Condition        Report By
 QW0071  HISTORY     - 1934     MONUMENTED       CGS
 QW0071  HISTORY     - 1956     GOOD             USGS
 QW0071  HISTORY     - 20040623 GOOD             INDIV
 QW0071
 QW0071                          STATION DESCRIPTION
 QW0071
 QW0071'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 QW0071'3.7 MI N FROM BILLINGS.
 QW0071'3.7 MILES NORTH ALONG U.S. HIGHWAY 87 FROM BILLINGS, ABOUT 120 FEET
 QW0071'SOUTHEAST OF A FARMHOUSE, 33 FEET WEST OF THE CENTERLINE OF THE
 QW0071'HIGHWAY, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QW0071'STAMPED B 124 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 3.4
 QW0071'MILES NORTHEAST OF THE POST OFFICE AT BILLINGS, ALONG U.S. HIGHWAY 87
 QW0071'TO LOGAN LANE.  THENCE 0.25 MILE EAST FROM THE JUNCTION OF BENCH
 QW0071'BLVD., 200 FEET NORTH AND 24 FEET WEST OF THE JUNCTION.
 QW0071
 QW0071                          STATION RECOVERY (2004)
 QW0071
 QW0071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BLS)
 QW0071'STATION FOUND IN FAIR CONDITION, THE 6 IN X 6 IN CONCRETE POST IS
 QW0071'SLIGHTLY DETERIORATED.  THE CAP PROJECTS 0.1FT (3 CM) ABOVE GROUND
 QW0071'SURFACE, AND IS LOCATED ON THE WEST SIDE OF BENCH BLVD. ABOUT 210FT
 QW0071'(64 M) NORTH OF THE CENTERLINE OF LOGAN LN.
 QW0071'THE CAP IS SITUATED 14.8FT (4.5 M) WEST OF WEST EDGE OF ASPHALT OF
 QW0071'BENCH BLVD, 7.5FT (2.29 M) SE OF AN 18 IN DIA. DECIDUOUS TREE, 24.8FT
 QW0071'(7.56 M) NORTH OF PVC POST FOR A TRIPLE MAILBOX, 6.2FT (1.89 M) SOUTH
 QW0071'OF THE SOUTH FACE OF A POWER POLE, 2.85FT (0.87 M) SOUTH-SOUTHEAST OF
 QW0071'AN IRON POST FOR A CHAINLINK FENCE, AND IN FRONT OF HOUSE NO. 1242
 QW0071'BENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0112 ***********************************************************************
 RV0112  DESIGNATION -  B 125
 RV0112  PID         -  RV0112
 RV0112  STATE/COUNTY-  MT/MUSSELSHELL
 RV0112  USGS QUAD   -  LAKE MASON SE (1986)
 RV0112
 RV0112                         *CURRENT SURVEY CONTROL
 RV0112  ___________________________________________________________________
 RV0112* NAD 83(1986)-  46 32 45.     (N)    108 35 27.     (W)     SCALED    
 RV0112* NAVD 88     -      1106.179  (meters)    3629.19   (feet)  ADJUSTED  
 RV0112  ___________________________________________________________________
 RV0112  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 RV0112  DYNAMIC HT  -        1106.018 (meters)    3628.66  (feet)  COMP
 RV0112  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 RV0112
 RV0112  VERT ORDER  -  SECOND    CLASS 0
 RV0112
 RV0112.The horizontal coordinates were scaled from a topographic map and have
 RV0112.an estimated accuracy of +/- 6 seconds.
 RV0112
 RV0112.The orthometric height was determined by differential leveling
 RV0112.and adjusted by the National Geodetic Survey in June 1991..
 RV0112
 RV0112.The geoid height was determined by GEOID03.
 RV0112
 RV0112.The dynamic height is computed by dividing the NAVD 88
 RV0112.geopotential number by the normal gravity value computed on the
 RV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0112.degrees latitude (g = 980.6199 gals.).
 RV0112
 RV0112.The modeled gravity was interpolated from observed gravity values.
 RV0112
 RV0112;                    North         East    Units  Estimated Accuracy
 RV0112;SPC MT       -   255,520.      669,690.      MT  (+/- 180 meters Scaled)
 RV0112
 RV0112                          SUPERSEDED SURVEY CONTROL
 RV0112
 RV0112  NGVD 29 (??/??/92) 1105.391  (m)         3626.60   (f) ADJ UNCH    2 0
 RV0112
 RV0112.Superseded values are not recommended for survey control.
 RV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0112.See file dsdata.txt to determine how the superseded data were derived.
 RV0112
 RV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS847575(NAD 83)
 RV0112_MARKER: DB = BENCH MARK DISK
 RV0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0112_STAMPING: B 125 1934
 RV0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0112+STABILITY: SURFACE MOTION
 RV0112
 RV0112  HISTORY     - Date     Condition        Report By
 RV0112  HISTORY     - 1934     MONUMENTED       CGS
 RV0112  HISTORY     - 1978     GOOD             USGS
 RV0112
 RV0112                          STATION DESCRIPTION
 RV0112
 RV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0112'7.7 MI N FROM ROUNDUP.
 RV0112'7.7 MILES NORTH ALONG U.S. HIGHWAY 87 FROM ROUNDUP, MUSSELSHELL
 RV0112'COUNTY, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE, IN
 RV0112'THE YARD, 28 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 RV0112'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 125 1934
 RV0112'AND SET IN THE TOP OF A CONCRETE POST.
 RV0112
 RV0112                          STATION RECOVERY (1978)
 RV0112
 RV0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0112'7.7 MILES NORTH ALONG U.S. HIGHWAY 87 FROM COURTHOUSE IN ROUNDUP,
 RV0112'MUSSELSHELL COUNTY, TO CROSSROADS. BENCH MARK IS 131 FEET SOUTH, 71
 RV0112'FEET EAST AND 4 FEET LOWER THAN CROSSROADS. A STANDARD DISK STAMPED
 RV0112'B-125 1934 AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.3 FEET
 RV0112'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0299 ***********************************************************************
 RV0299  DESIGNATION -  B 126
 RV0299  PID         -  RV0299
 RV0299  STATE/COUNTY-  MT/WHEATLAND
 RV0299  USGS QUAD   -  HOPLEY CREEK SOUTH (1986)
 RV0299
 RV0299                         *CURRENT SURVEY CONTROL
 RV0299  ___________________________________________________________________
 RV0299* NAD 83(1986)-  46 25 57.     (N)    109 53 07.     (W)     SCALED    
 RV0299* NAVD 88     -      1289.122  (meters)    4229.39   (feet)  ADJUSTED  
 RV0299  ___________________________________________________________________
 RV0299  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 RV0299  DYNAMIC HT  -        1288.846 (meters)    4228.49  (feet)  COMP
 RV0299  MODELED GRAV-     980,355.0   (mgal)                       NAVD 88
 RV0299
 RV0299  VERT ORDER  -  SECOND    CLASS 0
 RV0299
 RV0299.The horizontal coordinates were scaled from a topographic map and have
 RV0299.an estimated accuracy of +/- 6 seconds.
 RV0299
 RV0299.The orthometric height was determined by differential leveling
 RV0299.and adjusted by the National Geodetic Survey in June 1991..
 RV0299
 RV0299.The geoid height was determined by GEOID03.
 RV0299
 RV0299.The dynamic height is computed by dividing the NAVD 88
 RV0299.geopotential number by the normal gravity value computed on the
 RV0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0299.degrees latitude (g = 980.6199 gals.).
 RV0299
 RV0299.The modeled gravity was interpolated from observed gravity values.
 RV0299
 RV0299;                    North         East    Units  Estimated Accuracy
 RV0299;SPC MT       -   242,600.      570,410.      MT  (+/- 180 meters Scaled)
 RV0299
 RV0299                          SUPERSEDED SURVEY CONTROL
 RV0299
 RV0299  NGVD 29 (??/??/92) 1288.178  (m)         4226.30   (f) ADJ UNCH    2 0
 RV0299
 RV0299.Superseded values are not recommended for survey control.
 RV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0299.See file dsdata.txt to determine how the superseded data were derived.
 RV0299
 RV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS856427(NAD 83)
 RV0299_MARKER: DB = BENCH MARK DISK
 RV0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0299_STAMPING: B 126 1934
 RV0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0299+STABILITY: SURFACE MOTION
 RV0299
 RV0299  HISTORY     - Date     Condition        Report By
 RV0299  HISTORY     - 1934     MONUMENTED       CGS
 RV0299  HISTORY     - 1961     GOOD             NGS
 RV0299
 RV0299                          STATION DESCRIPTION
 RV0299
 RV0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0299'2.7 MI W FROM HARLOWTON.
 RV0299'ABOUT 2.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0299'PACIFIC RAILROAD FROM THE STATION AT HARLOWTON, 72 FEET NORTHEAST AND
 RV0299'ACROSS THE TRACK FROM THE 8TH POLE WEST OF MILE POLE 1338, 43 FEET
 RV0299'NORTH OF THE NORTH RAIL, 51 FEET NORTH-NORTHWEST OF THE CENTER OF A
 RV0299'PRIVATE ROAD CROSSING, 22 FEET WEST OF THE CENTER OF A GATE, 4 FEET
 RV0299'SOUTH OF A FENCE, 1.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 RV0299'THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0074 ***********************************************************************
 RW0074  DESIGNATION -  B 127
 RW0074  PID         -  RW0074
 RW0074  STATE/COUNTY-  MT/MEAGHER
 RW0074  USGS QUAD   -  HAMEN (1980)
 RW0074
 RW0074                         *CURRENT SURVEY CONTROL
 RW0074  ___________________________________________________________________
 RW0074* NAD 83(1986)-  46 22 17.     (N)    110 39 01.     (W)     SCALED    
 RW0074* NAVD 88     -      1699.418  (meters)    5575.51   (feet)  ADJUSTED  
 RW0074  ___________________________________________________________________
 RW0074  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 RW0074  DYNAMIC HT  -        1698.890 (meters)    5573.77  (feet)  COMP
 RW0074  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 RW0074
 RW0074  VERT ORDER  -  SECOND    CLASS 0
 RW0074
 RW0074.The horizontal coordinates were scaled from a topographic map and have
 RW0074.an estimated accuracy of +/- 6 seconds.
 RW0074
 RW0074.The orthometric height was determined by differential leveling
 RW0074.and adjusted by the National Geodetic Survey in June 1991..
 RW0074
 RW0074.The geoid height was determined by GEOID03.
 RW0074
 RW0074.The dynamic height is computed by dividing the NAVD 88
 RW0074.geopotential number by the normal gravity value computed on the
 RW0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0074.degrees latitude (g = 980.6199 gals.).
 RW0074
 RW0074.The modeled gravity was interpolated from observed gravity values.
 RW0074
 RW0074;                    North         East    Units  Estimated Accuracy
 RW0074;SPC MT       -   236,390.      511,550.      MT  (+/- 180 meters Scaled)
 RW0074
 RW0074                          SUPERSEDED SURVEY CONTROL
 RW0074
 RW0074  NGVD 29 (??/??/92) 1698.242  (m)         5571.65   (f) ADJ UNCH    2 0
 RW0074
 RW0074.Superseded values are not recommended for survey control.
 RW0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0074.See file dsdata.txt to determine how the superseded data were derived.
 RW0074
 RW0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS268353(NAD 83)
 RW0074_MARKER: DB = BENCH MARK DISK
 RW0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0074_STAMPING: B 127 1934
 RW0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0074+STABILITY: SURFACE MOTION
 RW0074
 RW0074  HISTORY     - Date     Condition        Report By
 RW0074  HISTORY     - 1934     MONUMENTED       CGS
 RW0074
 RW0074                          STATION DESCRIPTION
 RW0074
 RW0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0074'3.1 MI E FROM LOWETH.
 RW0074'3.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0074'RAILROAD FROM THE STATION AT LOWETH, MEAGHER COUNTY, 34 FEET NORTH OF
 RW0074'MILEPOST 1378, IN THE NORTHWEST QUARTER OF SECTION 18, T 7 N, R 9 E,
 RW0074'1010 FEET SOUTH OF THE NORTH LINE OF THE SECTION, 2120 FEET EAST OF
 RW0074'THE WEST LINE, 46 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 6
 RW0074'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 127
 RW0074'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0047 ***********************************************************************
 QX0047  DESIGNATION -  B 128
 QX0047  PID         -  QX0047
 QX0047  STATE/COUNTY-  MT/PARK
 QX0047  USGS QUAD   -  MISSION (1981)
 QX0047
 QX0047                         *CURRENT SURVEY CONTROL
 QX0047  ___________________________________________________________________
 QX0047* NAD 83(1986)-  45 43 55.     (N)    110 28 40.     (W)     SCALED    
 QX0047* NAVD 88     -      1352.242  (meters)    4436.48   (feet)  ADJUSTED  
 QX0047  ___________________________________________________________________
 QX0047  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 QX0047  DYNAMIC HT  -        1351.801 (meters)    4435.03  (feet)  COMP
 QX0047  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 QX0047
 QX0047  VERT ORDER  -  SECOND    CLASS 0
 QX0047
 QX0047.The horizontal coordinates were scaled from a topographic map and have
 QX0047.an estimated accuracy of +/- 6 seconds.
 QX0047
 QX0047.The orthometric height was determined by differential leveling
 QX0047.and adjusted by the National Geodetic Survey in June 1991..
 QX0047
 QX0047.The geoid height was determined by GEOID03.
 QX0047
 QX0047.The dynamic height is computed by dividing the NAVD 88
 QX0047.geopotential number by the normal gravity value computed on the
 QX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0047.degrees latitude (g = 980.6199 gals.).
 QX0047
 QX0047.The modeled gravity was interpolated from observed gravity values.
 QX0047
 QX0047;                    North         East    Units  Estimated Accuracy
 QX0047;SPC MT       -   165,170.      523,920.      MT  (+/- 180 meters Scaled)
 QX0047
 QX0047                          SUPERSEDED SURVEY CONTROL
 QX0047
 QX0047  NGVD 29 (??/??/92) 1351.135  (m)         4432.85   (f) ADJ UNCH    2 0
 QX0047
 QX0047.Superseded values are not recommended for survey control.
 QX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0047.See file dsdata.txt to determine how the superseded data were derived.
 QX0047
 QX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR406643(NAD 83)
 QX0047_MARKER: DB = BENCH MARK DISK
 QX0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0047_STAMPING: B 128 1934
 QX0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0047+STABILITY: SURFACE MOTION
 QX0047
 QX0047  HISTORY     - Date     Condition        Report By
 QX0047  HISTORY     - 1934     MONUMENTED       CGS
 QX0047  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0047
 QX0047                          STATION DESCRIPTION
 QX0047
 QX0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QX0047'2.0 MI N FROM MISSION.
 QX0047'2.0 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 QX0047'MISSION, 3-1/2 POLES NORTHWEST OF MILEPOST 2, 32 FEET SOUTHEAST OF A
 QX0047'PRIVATE-ROAD CROSSING, AND 19 FEET SOUTHWEST OF THE CENTER OF THE
 QX0047'TRACK.  A STANDARD DISK STAMPED B 128 1934 AND SET IN THE TOP OF A
 QX0047'CONCRETE POST.
 QX0047
 QX0047                          STATION RECOVERY (1982)
 QX0047
 QX0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0121 ***********************************************************************
 RW0121  DESIGNATION -  B 129
 RW0121  PID         -  RW0121
 RW0121  STATE/COUNTY-  MT/MEAGHER
 RW0121  USGS QUAD   -  PINCHOUT CREEK (1995)
 RW0121
 RW0121                         *CURRENT SURVEY CONTROL
 RW0121  ___________________________________________________________________
 RW0121* NAD 83(1986)-  46 35 04.     (N)    110 50 35.     (W)     SCALED    
 RW0121* NAVD 88     -      1573.529  (meters)    5162.49   (feet)  ADJUSTED  
 RW0121  ___________________________________________________________________
 RW0121  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 RW0121  DYNAMIC HT  -        1573.104 (meters)    5161.09  (feet)  COMP
 RW0121  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 RW0121
 RW0121  VERT ORDER  -  SECOND    CLASS 0
 RW0121
 RW0121.The horizontal coordinates were scaled from a topographic map and have
 RW0121.an estimated accuracy of +/- 6 seconds.
 RW0121
 RW0121.The orthometric height was determined by differential leveling
 RW0121.and adjusted by the National Geodetic Survey in June 1991..
 RW0121
 RW0121.The geoid height was determined by GEOID03.
 RW0121
 RW0121.The dynamic height is computed by dividing the NAVD 88
 RW0121.geopotential number by the normal gravity value computed on the
 RW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0121.degrees latitude (g = 980.6199 gals.).
 RW0121
 RW0121.The modeled gravity was interpolated from observed gravity values.
 RW0121
 RW0121;                    North         East    Units  Estimated Accuracy
 RW0121;SPC MT       -   260,290.      497,130.      MT  (+/- 180 meters Scaled)
 RW0121
 RW0121                          SUPERSEDED SURVEY CONTROL
 RW0121
 RW0121  NGVD 29 (??/??/92) 1572.432  (m)         5158.89   (f) ADJ UNCH    2 0
 RW0121
 RW0121.Superseded values are not recommended for survey control.
 RW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0121.See file dsdata.txt to determine how the superseded data were derived.
 RW0121
 RW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS120589(NAD 83)
 RW0121_MARKER: DB = BENCH MARK DISK
 RW0121_SETTING: 80 = SET IN A BOULDER
 RW0121_STAMPING: B 129 1934
 RW0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0121+STABILITY: SURFACE MOTION
 RW0121
 RW0121  HISTORY     - Date     Condition        Report By
 RW0121  HISTORY     - 1934     MONUMENTED       CGS
 RW0121  HISTORY     - 1955     MARK NOT FOUND   NGS
 RW0121  HISTORY     - 1971     MARK NOT FOUND   USGS
 RW0121
 RW0121                          STATION DESCRIPTION
 RW0121
 RW0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RW0121'4.0 MI N FROM WHITE SULPHUR SPRINGS.
 RW0121'4.0 MILES NORTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, AT A
 RW0121'TURN IN THE HIGHWAY, AT A GRANITE CUT ON THE WEST SIDE OF THE HIGHWAY,
 RW0121'42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 RW0121'LARGE GRANITE BOULDER.  A STANDARD DISK, STAMPED B 129 1934.
 RW0121
 RW0121                          STATION RECOVERY (1971)
 RW0121
 RW0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RW0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0012 ***********************************************************************
 RV0012  DESIGNATION -  B 130
 RV0012  PID         -  RV0012
 RV0012  STATE/COUNTY-  MT/PETROLEUM
 RV0012  USGS QUAD   -  KELLEY (1963)
 RV0012
 RV0012                         *CURRENT SURVEY CONTROL
 RV0012  ___________________________________________________________________
 RV0012* NAD 83(1986)-  46 48 44.     (N)    108 11 58.     (W)     SCALED    
 RV0012* NAVD 88     -       980.116  (meters)    3215.60   (feet)  ADJUSTED  
 RV0012  ___________________________________________________________________
 RV0012  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 RV0012  DYNAMIC HT  -         980.041 (meters)    3215.35  (feet)  COMP
 RV0012  MODELED GRAV-     980,503.8   (mgal)                       NAVD 88
 RV0012
 RV0012  VERT ORDER  -  SECOND    CLASS 0
 RV0012
 RV0012.The horizontal coordinates were scaled from a topographic map and have
 RV0012.an estimated accuracy of +/- 6 seconds.
 RV0012
 RV0012.The orthometric height was determined by differential leveling
 RV0012.and adjusted by the National Geodetic Survey in June 1991..
 RV0012
 RV0012.The geoid height was determined by GEOID03.
 RV0012
 RV0012.The dynamic height is computed by dividing the NAVD 88
 RV0012.geopotential number by the normal gravity value computed on the
 RV0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0012.degrees latitude (g = 980.6199 gals.).
 RV0012
 RV0012.The modeled gravity was interpolated from observed gravity values.
 RV0012
 RV0012;                    North         East    Units  Estimated Accuracy
 RV0012;SPC MT       -   285,540.      699,200.      MT  (+/- 180 meters Scaled)
 RV0012
 RV0012                          SUPERSEDED SURVEY CONTROL
 RV0012
 RV0012  NGVD 29 (??/??/92)  979.410  (m)         3213.28   (f) ADJ UNCH    2 0
 RV0012
 RV0012.Superseded values are not recommended for survey control.
 RV0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0012.See file dsdata.txt to determine how the superseded data were derived.
 RV0012
 RV0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS136881(NAD 83)
 RV0012_MARKER: DB = BENCH MARK DISK
 RV0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0012_STAMPING: B 130 1934
 RV0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0012+STABILITY: SURFACE MOTION
 RV0012
 RV0012  HISTORY     - Date     Condition        Report By
 RV0012  HISTORY     - 1934     MONUMENTED       CGS
 RV0012  HISTORY     - 1963     MARK NOT FOUND   USGS
 RV0012
 RV0012                          STATION DESCRIPTION
 RV0012
 RV0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0012'4.1 MI NW FROM KELLEY.
 RV0012'4.1 MILES NORTHWEST ALONG THE ROAD LEADING TO WINNETT FROM KELLEY,
 RV0012'PETROLEUM COUNTY, 0.8 MILE WEST OF A CURVE TO THE WEST, AT A CURVE TO
 RV0012'THE NORTH, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 22 FEET
 RV0012'SOUTHWEST OF A FENCE CORNER, AND 5 FEET SOUTH OF THE EAST-AND-WEST
 RV0012'FENCE.  A STANDARD DISK, STAMPED B 130 1934 AND SET IN THE TOP OF A
 RV0012'CONCRETE POST.
 RV0012
 RV0012                          STATION RECOVERY (1963)
 RV0012
 RV0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RV0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0103 ***********************************************************************
 SR0103  DESIGNATION -  B 131
 SR0103  PID         -  SR0103
 SR0103  STATE/COUNTY-  MT/FERGUS
 SR0103  USGS QUAD   -  ROY (1985)
 SR0103
 SR0103                         *CURRENT SURVEY CONTROL
 SR0103  ___________________________________________________________________
 SR0103* NAD 83(1986)-  47 20 09.     (N)    108 57 32.     (W)     SCALED    
 SR0103* NAVD 88     -      1063.431  (meters)    3488.94   (feet)  ADJUSTED  
 SR0103  ___________________________________________________________________
 SR0103  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 SR0103  DYNAMIC HT  -        1063.372 (meters)    3488.75  (feet)  COMP
 SR0103  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 SR0103
 SR0103  VERT ORDER  -  FIRST     CLASS II
 SR0103
 SR0103.The horizontal coordinates were scaled from a topographic map and have
 SR0103.an estimated accuracy of +/- 6 seconds.
 SR0103
 SR0103.The orthometric height was determined by differential leveling
 SR0103.and adjusted by the National Geodetic Survey in June 1991..
 SR0103.WARNING-Repeat measurements at this control monument indicate possible
 SR0103.vertical movement.
 SR0103
 SR0103.The geoid height was determined by GEOID03.
 SR0103
 SR0103.The dynamic height is computed by dividing the NAVD 88
 SR0103.geopotential number by the normal gravity value computed on the
 SR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0103.degrees latitude (g = 980.6199 gals.).
 SR0103
 SR0103.The modeled gravity was interpolated from observed gravity values.
 SR0103
 SR0103;                    North         East    Units  Estimated Accuracy
 SR0103;SPC MT       -   343,030.      640,870.      MT  (+/- 180 meters Scaled)
 SR0103
 SR0103                          SUPERSEDED SURVEY CONTROL
 SR0103
 SR0103  NGVD 29 (??/??/92) 1062.620  (m)         3486.28   (f) ADJ UNCH    1 2
 SR0103
 SR0103.Superseded values are not recommended for survey control.
 SR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0103.See file dsdata.txt to determine how the superseded data were derived.
 SR0103
 SR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT541445(NAD 83)
 SR0103_MARKER: DB = BENCH MARK DISK
 SR0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0103_STAMPING: B 131 1934
 SR0103_PROJECTION: FLUSH
 SR0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0103+STABILITY: SURFACE MOTION
 SR0103
 SR0103  HISTORY     - Date     Condition        Report By
 SR0103  HISTORY     - 1934     MONUMENTED       CGS
 SR0103  HISTORY     - 1961     GOOD             NGS
 SR0103  HISTORY     - 1979     GOOD             USGS
 SR0103  HISTORY     - 1980     GOOD             NGS
 SR0103
 SR0103                          STATION DESCRIPTION
 SR0103
 SR0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0103'IN ROY.
 SR0103'AT ROY, 5 1/2 RAILS WEST OF THE NORTHWEST CORNER OF THE CHICAGO,
 SR0103'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 62 FEET SOUTHEAST OF
 SR0103'THE CENTER OF A ROAD CROSSING, 14 1/2 FEET SOUTH OF THE SOUTH RAIL OF
 SR0103'THE MAIN TRACK, 111 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 19,
 SR0103'56 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 18 FEET WEST OF A
 SR0103'CONCRETE FOUNDATION FOR A DISMANTLED WATER TANK, 1.0 FOOT EAST OF A
 SR0103'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 SR0103'A CONCRETE POST PROJECTING 5 INCHES.
 SR0103
 SR0103                          STATION RECOVERY (1979)
 SR0103
 SR0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0103'AT ROY, 0.15 MILES N OF THE POST OFFICE ON MAIN ST, 103 FT. N AND 54
 SR0103'FT E OF THE INTERSECTION OF U.S. HWY. 191 AND MAIN ST., 84 FT. SE OF
 SR0103'A T-RD E., 21 FT. NW OF A CONCRETE FOUNDATION FOR A DISMANTLED WATER
 SR0103'TANK, 11 FT. S OF AN ABANDONED RAILROAD BED, 1.0 FEET EAST OF A METAL
 SR0103'WITNESS POST, ABOUT LEVEL WITH THE ABANDONED RAILROAD BED, AND SET IN
 SR0103'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SR0103
 SR0103                          STATION RECOVERY (1980)
 SR0103
 SR0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0103'IN ROY, AT THE DESERTED RAILROAD STATION, 54.6 METERS (179.0 FT)
 SR0103'WEST OF THE NORTHWEST CORNER OF THE RAILROAD STATION, 30.5 METERS
 SR0103'(100.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 27.7 METERS
 SR0103'(91.0 FT) EAST OF THE ENTRANCE TO THE TOWN PARK.
 SR0103'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SR0103'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0800 ***********************************************************************
 SR0800  DESIGNATION -  B 132
 SR0800  PID         -  SR0800
 SR0800  STATE/COUNTY-  MT/FERGUS
 SR0800  USGS QUAD   -  HOOSAC (1978)
 SR0800
 SR0800                         *CURRENT SURVEY CONTROL
 SR0800  ___________________________________________________________________
 SR0800* NAD 83(1986)-  47 16 23.     (N)    109 49 27.     (W)     SCALED    
 SR0800* NAVD 88     -      1082.458  (meters)    3551.36   (feet)  ADJUSTED  
 SR0800  ___________________________________________________________________
 SR0800  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 SR0800  DYNAMIC HT  -        1082.365 (meters)    3551.06  (feet)  COMP
 SR0800  MODELED GRAV-     980,489.9   (mgal)                       NAVD 88
 SR0800
 SR0800  VERT ORDER  -  SECOND    CLASS 0
 SR0800
 SR0800.The horizontal coordinates were scaled from a topographic map and have
 SR0800.an estimated accuracy of +/- 6 seconds.
 SR0800
 SR0800.The orthometric height was determined by differential leveling
 SR0800.and adjusted by the National Geodetic Survey in June 1991..
 SR0800
 SR0800.The geoid height was determined by GEOID03.
 SR0800
 SR0800.The dynamic height is computed by dividing the NAVD 88
 SR0800.geopotential number by the normal gravity value computed on the
 SR0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0800.degrees latitude (g = 980.6199 gals.).
 SR0800
 SR0800.The modeled gravity was interpolated from observed gravity values.
 SR0800
 SR0800;                    North         East    Units  Estimated Accuracy
 SR0800;SPC MT       -   335,970.      575,490.      MT  (+/- 180 meters Scaled)
 SR0800
 SR0800                          SUPERSEDED SURVEY CONTROL
 SR0800
 SR0800  NGVD 29 (??/??/92) 1081.596  (m)         3548.54   (f) ADJ UNCH    2 0
 SR0800
 SR0800.Superseded values are not recommended for survey control.
 SR0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0800.See file dsdata.txt to determine how the superseded data were derived.
 SR0800
 SR0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT889361(NAD 83)
 SR0800_MARKER: DB = BENCH MARK DISK
 SR0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0800_STAMPING: B 132 1934
 SR0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0800+STABILITY: SURFACE MOTION
 SR0800
 SR0800  HISTORY     - Date     Condition        Report By
 SR0800  HISTORY     - 1934     MONUMENTED       CGS
 SR0800  HISTORY     - 1961     GOOD             NGS
 SR0800
 SR0800                          STATION DESCRIPTION
 SR0800
 SR0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0800'7.25 MI SE FROM DENTON.
 SR0800'ABOUT 7.25 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0800'PACIFIC RAILROAD FROM THE STATION AT DENTON, IN SECTION 33, T 18 N R
 SR0800'15 E, 0.8 MILE EAST OF THE STATION SIGN AT HOOSAC, 12 FEET EAST OF THE
 SR0800'4TH POLE SOUTHWEST OF MILEPOST 88, 42 1/2 FEET NORTHWEST OF THE
 SR0800'NORTHWEST RAIL, 79 FEET NORTHEAST OF THE CENTER OF AN OLD GATE, ABOUT
 SR0800'3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 SR0800'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0135 ***********************************************************************
 RV0135  DESIGNATION -  B 133
 RV0135  PID         -  RV0135
 RV0135  STATE/COUNTY-  MT/FERGUS
 RV0135  USGS QUAD   -  BECKET (1986)
 RV0135
 RV0135                         *CURRENT SURVEY CONTROL
 RV0135  ___________________________________________________________________
 RV0135* NAD 83(1986)-  46 59 11.     (N)    108 54 45.     (W)     SCALED    
 RV0135* NAVD 88     -      1134.064  (meters)    3720.68   (feet)  ADJUSTED  
 RV0135  ___________________________________________________________________
 RV0135  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 RV0135  DYNAMIC HT  -        1133.947 (meters)    3720.29  (feet)  COMP
 RV0135  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 RV0135
 RV0135  VERT ORDER  -  SECOND    CLASS 0
 RV0135
 RV0135.The horizontal coordinates were scaled from a topographic map and have
 RV0135.an estimated accuracy of +/- 6 seconds.
 RV0135
 RV0135.The orthometric height was determined by differential leveling
 RV0135.and adjusted by the National Geodetic Survey in June 1991..
 RV0135
 RV0135.The geoid height was determined by GEOID03.
 RV0135
 RV0135.The dynamic height is computed by dividing the NAVD 88
 RV0135.geopotential number by the normal gravity value computed on the
 RV0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0135.degrees latitude (g = 980.6199 gals.).
 RV0135
 RV0135.The modeled gravity was interpolated from observed gravity values.
 RV0135
 RV0135;                    North         East    Units  Estimated Accuracy
 RV0135;SPC MT       -   304,230.      644,670.      MT  (+/- 180 meters Scaled)
 RV0135
 RV0135                          SUPERSEDED SURVEY CONTROL
 RV0135
 RV0135  NGVD 29 (??/??/92) 1133.248  (m)         3718.00   (f) ADJ UNCH    2 0
 RV0135
 RV0135.Superseded values are not recommended for survey control.
 RV0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0135.See file dsdata.txt to determine how the superseded data were derived.
 RV0135
 RV0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT587057(NAD 83)
 RV0135_MARKER: DB = BENCH MARK DISK
 RV0135_SETTING: 80 = SET IN A BOULDER
 RV0135_SP_SET: BOULDER
 RV0135_STAMPING: B 133 1934
 RV0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0135+STABILITY: SURFACE MOTION
 RV0135
 RV0135  HISTORY     - Date     Condition        Report By
 RV0135  HISTORY     - 1934     MONUMENTED       CGS
 RV0135  HISTORY     - 1961     GOOD             NGS
 RV0135  HISTORY     - 1978     MARK NOT FOUND   USGS
 RV0135
 RV0135                          STATION DESCRIPTION
 RV0135
 RV0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0135'6.1 MI SW FROM GRASS RANGE.
 RV0135'ABOUT 6.1 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0135'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, IN SECTION 10, T 14
 RV0135'N, R 22 E, 0.15 MILE EAST OF A ROAD CROSSING, 0.1 MILE WEST OF
 RV0135'MILEPOST 30, 37 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF A FLAT
 RV0135'BOULDER WHICH PROJECTS 18 INCHES, 60 FEET EAST OF A POWER POLE WITH A
 RV0135'LINE CROSSING OVER THE TRACK, 32 FEET SOUTH OF THE CENTER LINE OF A
 RV0135'GRADED DIRT ROAD, 4 INCHES NORTH OF A FENCE, ABOUT 1 FOOT ABOVE THE
 RV0135'LEVEL OF THE TRACK, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE GRADED
 RV0135'DIRT ROAD.
 RV0135
 RV0135                          STATION RECOVERY (1978)
 RV0135
 RV0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0438 ***********************************************************************
 SR0438  DESIGNATION -  B 134
 SR0438  PID         -  SR0438
 SR0438  STATE/COUNTY-  MT/FERGUS
 SR0438  USGS QUAD   -  ARMELLS (1985)
 SR0438
 SR0438                         *CURRENT SURVEY CONTROL
 SR0438  ___________________________________________________________________
 SR0438* NAD 83(1986)-  47 20 25.     (N)    109 13 07.     (W)     SCALED    
 SR0438* NAVD 88     -      1106.554  (meters)    3630.42   (feet)  ADJUSTED  
 SR0438  ___________________________________________________________________
 SR0438  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 SR0438  DYNAMIC HT  -        1106.476 (meters)    3630.16  (feet)  COMP
 SR0438  MODELED GRAV-     980,503.9   (mgal)                       NAVD 88
 SR0438
 SR0438  VERT ORDER  -  SECOND    CLASS 0
 SR0438
 SR0438.The horizontal coordinates were scaled from a topographic map and have
 SR0438.an estimated accuracy of +/- 6 seconds.
 SR0438
 SR0438.The orthometric height was determined by differential leveling
 SR0438.and adjusted by the National Geodetic Survey in June 1991..
 SR0438
 SR0438.The geoid height was determined by GEOID03.
 SR0438
 SR0438.The dynamic height is computed by dividing the NAVD 88
 SR0438.geopotential number by the normal gravity value computed on the
 SR0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0438.degrees latitude (g = 980.6199 gals.).
 SR0438
 SR0438.The modeled gravity was interpolated from observed gravity values.
 SR0438
 SR0438;                    North         East    Units  Estimated Accuracy
 SR0438;SPC MT       -   343,420.      621,250.      MT  (+/- 180 meters Scaled)
 SR0438
 SR0438                          SUPERSEDED SURVEY CONTROL
 SR0438
 SR0438  NGVD 29 (??/??/92) 1105.721  (m)         3627.69   (f) ADJ UNCH    2 0
 SR0438
 SR0438.Superseded values are not recommended for survey control.
 SR0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0438.See file dsdata.txt to determine how the superseded data were derived.
 SR0438
 SR0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT345445(NAD 83)
 SR0438_MARKER: DB = BENCH MARK DISK
 SR0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0438_STAMPING: B 134 1934
 SR0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0438+STABILITY: SURFACE MOTION
 SR0438
 SR0438  HISTORY     - Date     Condition        Report By
 SR0438  HISTORY     - 1934     MONUMENTED       CGS
 SR0438  HISTORY     - 1961     GOOD             NGS
 SR0438  HISTORY     - 1979     GOOD             USGS
 SR0438
 SR0438                          STATION DESCRIPTION
 SR0438
 SR0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0438'1.85 MI NW FROM ARMELLS.
 SR0438'ABOUT 1.85 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0438'PACIFIC RAILROAD FROM THE STATION SIGN AT ARMELLS, IN SECTION 7, T 18
 SR0438'N, R 20 E, 145 FEET NORTHWEST OF THE WEST CORNER OF A RAILROAD
 SR0438'TRESTLE, 22 FEET WEST OF MILEPOST 28, 43 FEET SOUTHWEST OF THE
 SR0438'SOUTHWEST RAIL, 64 FEET WEST OF THE CENTER OF A DIRT ROAD CROSSING, 44
 SR0438'FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 13 1/2 FEET
 SR0438'NORTHWEST OF A CORNER FENCE POST, 4 FEET NORTHEAST OF A FENCE, 1.3
 SR0438'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 SR0438'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SR0438
 SR0438                          STATION RECOVERY (1979)
 SR0438
 SR0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0438'ABOUT 1.85 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE ST. PAUL AND
 SR0438'PACIFIC RR GRADE FROM THE ARMELLS STOCKYARDS, IN SECTION 7, T 18N, R
 SR0438'20E, 145 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TRESTLE, 64 FEET
 SR0438'WEST OF THE CENTER OF A DIRT ROAD CROSSING, 44 FEET NORTHWEST OF THE
 SR0438'CENTERLINE OF THE DIRT ROAD, 45 FEET SOUTHWEST OF THE CENTERLINE OF
 SR0438'THE RR GRADE, 13.5 FEET NORTHWEST OF A CORNER FENCE POST, 4 FEET
 SR0438'NORTHEAST OF A FENCE, 1.3 FEET WEST A METAL WITNESS POST AND SET IN
 SR0438'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0036 ***********************************************************************
 SR0036  DESIGNATION -  B 135
 SR0036  PID         -  SR0036
 SR0036  STATE/COUNTY-  MT/PHILLIPS
 SR0036  USGS QUAD   -  SAGEBRUSH RESERVOIR (1971)
 SR0036
 SR0036                         *CURRENT SURVEY CONTROL
 SR0036  ___________________________________________________________________
 SR0036* NAD 83(1986)-  47 42 02.     (N)    108 27 40.     (W)     SCALED    
 SR0036* NAVD 88     -       924.029  (meters)    3031.59   (feet)  ADJUSTED  
 SR0036  ___________________________________________________________________
 SR0036  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 SR0036  DYNAMIC HT  -         924.040 (meters)    3031.62  (feet)  COMP
 SR0036  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 SR0036
 SR0036  VERT ORDER  -  SECOND    CLASS 0
 SR0036
 SR0036.The horizontal coordinates were scaled from a topographic map and have
 SR0036.an estimated accuracy of +/- 6 seconds.
 SR0036
 SR0036.The orthometric height was determined by differential leveling
 SR0036.and adjusted by the National Geodetic Survey in June 1991..
 SR0036
 SR0036.The geoid height was determined by GEOID03.
 SR0036
 SR0036.The dynamic height is computed by dividing the NAVD 88
 SR0036.geopotential number by the normal gravity value computed on the
 SR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0036.degrees latitude (g = 980.6199 gals.).
 SR0036
 SR0036.The modeled gravity was interpolated from observed gravity values.
 SR0036
 SR0036;                    North         East    Units  Estimated Accuracy
 SR0036;SPC MT       -   383,940.      677,930.      MT  (+/- 180 meters Scaled)
 SR0036
 SR0036                          SUPERSEDED SURVEY CONTROL
 SR0036
 SR0036  NGVD 29 (??/??/92)  923.260  (m)         3029.06   (f) ADJ UNCH    2 0
 SR0036
 SR0036.Superseded values are not recommended for survey control.
 SR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0036.See file dsdata.txt to determine how the superseded data were derived.
 SR0036
 SR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT904861(NAD 83)
 SR0036_MARKER: DB = BENCH MARK DISK
 SR0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0036_STAMPING: B 135 1934
 SR0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0036+STABILITY: SURFACE MOTION
 SR0036
 SR0036  HISTORY     - Date     Condition        Report By
 SR0036  HISTORY     - 1934     MONUMENTED       CGS
 SR0036  HISTORY     - 1971     GOOD             USGS
 SR0036
 SR0036                          STATION DESCRIPTION
 SR0036
 SR0036'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SR0036'15.2 MI N FROM WILDER.
 SR0036'IN PHILLIPS COUNTY, 15.2 MILES NORTH ALONG OLD ROCKY POINT FERRY ROAD
 SR0036'FROM WILDER, BM IS ABOUT 8 MILES EAST AND 7 MILES SOUTH OF THE
 SR0036'JUNCTION OF US HWY. 191 AND MONTANA HWY. 376 (KNOWN AS D-Y JUNCTION).
 SR0036'T 22N, R 25E IN THE NW 1/4 OF SECTION 1, 0.6 MILE NORTH OF A ROAD
 SR0036'JUNCTION AND A CATTLEGUARD AND 50 FT. EAST OF A ROAD, A STANDARD C AND
 SR0036'GS DISK STAMPED B 135 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0162 ***********************************************************************
 RW0162  DESIGNATION -  B 136
 RW0162  PID         -  RW0162
 RW0162  STATE/COUNTY-  MT/MEAGHER
 RW0162  USGS QUAD   -  WATSON (1966)
 RW0162
 RW0162                         *CURRENT SURVEY CONTROL
 RW0162  ___________________________________________________________________
 RW0162* NAD 83(1999)-  46 43 35.80684(N)    111 17 59.38161(W)     ADJUSTED  
 RW0162* NAVD 88     -      1569.893  (meters)    5150.56   (feet)  ADJUSTED  
 RW0162  ___________________________________________________________________
 RW0162  X           -  -1,591,367.261 (meters)                     COMP
 RW0162  Y           -  -4,081,682.115 (meters)                     COMP
 RW0162  Z           -   4,622,119.096 (meters)                     COMP
 RW0162  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 RW0162  ELLIP HEIGHT-        1558.19  (meters)          (06/27/05) GPS OBS
 RW0162  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RW0162  DYNAMIC HT  -        1569.519 (meters)    5149.33  (feet)  COMP
 RW0162  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 RW0162
 RW0162  HORZ ORDER  -  B
 RW0162  VERT ORDER  -  SECOND    CLASS 0
 RW0162  ELLP ORDER  -  FIRST     CLASS I
 RW0162
 RW0162.The horizontal coordinates were established by GPS observations
 RW0162.and adjusted by the National Geodetic Survey in June 2005..
 RW0162.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RW0162.DATUM ITEM on the data sheet items page.
 RW0162
 RW0162.The orthometric height was determined by differential leveling
 RW0162.and adjusted by the National Geodetic Survey in June 1991..
 RW0162
 RW0162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RW0162
 RW0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0162
 RW0162.The ellipsoidal height was determined by GPS observations
 RW0162.and is referenced to NAD 83.
 RW0162
 RW0162.The geoid height was determined by GEOID03.
 RW0162
 RW0162.The dynamic height is computed by dividing the NAVD 88
 RW0162.geopotential number by the normal gravity value computed on the
 RW0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0162.degrees latitude (g = 980.6199 gals.).
 RW0162
 RW0162.The modeled gravity was interpolated from observed gravity values.
 RW0162
 RW0162;                    North         East     Units Scale Factor Converg.
 RW0162;SPC MT       -   276,783.550   462,509.560   MT  0.99940503   -1 18 59.7
 RW0162;SPC MT       -   908,082.51  1,517,419.82   iFT  0.99940503   -1 18 59.7
 RW0162;UTM  12      - 5,174,827.980   477,089.383   MT  0.99960645   -0 13 05.9
 RW0162
 RW0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0162!SPC MT       -   0.99975581  x   0.99940503  =   0.99916098
 RW0162!UTM  12      -   0.99975581  x   0.99960645  =   0.99936235
 RW0162
 RW0162                          SUPERSEDED SURVEY CONTROL
 RW0162
 RW0162  NAVD 88 (06/27/05) 1569.89   (m)         5150.5    (f) LEVELING    3  
 RW0162  NGVD 29 (??/??/92) 1568.846  (m)         5147.12   (f) ADJ UNCH    2 0
 RW0162
 RW0162.Superseded values are not recommended for survey control.
 RW0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0162.See file dsdata.txt to determine how the superseded data were derived.
 RW0162
 RW0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS7708974828(NAD 83)
 RW0162_MARKER: DB = BENCH MARK DISK
 RW0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0162_STAMPING: B 136 1934
 RW0162_MARK LOGO: CGS   
 RW0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0162+STABILITY: SURFACE MOTION
 RW0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0162+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 RW0162
 RW0162  HISTORY     - Date     Condition        Report By
 RW0162  HISTORY     - 1934     MONUMENTED       CGS
 RW0162  HISTORY     - 20040530 GOOD             INDIV
 RW0162
 RW0162                          STATION DESCRIPTION
 RW0162
 RW0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0162'8.6 MI NW FROM FORT LOGAN.
 RW0162'4.4 MILES WEST ALONG THE WATSON ROAD FROM FORT LOGAN, MEAGHER COUNTY,
 RW0162'THENCE 4.2 MILES NORTHWEST ALONG THE LINGSHIRE ROAD.  375 FEET EAST OF
 RW0162'A TURN IN THE ROAD, 65 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 RW0162'AND 5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RW0162'STAMPED B 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RW0162
 RW0162                          STATION RECOVERY (2004)
 RW0162
 RW0162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TS)
 RW0162'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0760 ***********************************************************************
 SS0760  DESIGNATION -  B 137
 SS0760  PID         -  SS0760
 SS0760  STATE/COUNTY-  MT/CASCADE
 SS0760  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0760
 SS0760                         *CURRENT SURVEY CONTROL
 SS0760  ___________________________________________________________________
 SS0760* NAD 83(1986)-  47 13 38.     (N)    111 23 47.     (W)     SCALED    
 SS0760* NAVD 88     -      1065.775  (meters)    3496.63   (feet)  ADJUSTED  
 SS0760  ___________________________________________________________________
 SS0760  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SS0760  DYNAMIC HT  -        1065.654 (meters)    3496.23  (feet)  COMP
 SS0760  MODELED GRAV-     980,463.5   (mgal)                       NAVD 88
 SS0760
 SS0760  VERT ORDER  -  SECOND    CLASS 0
 SS0760
 SS0760.The horizontal coordinates were scaled from a topographic map and have
 SS0760.an estimated accuracy of +/- 6 seconds.
 SS0760
 SS0760.The orthometric height was determined by differential leveling
 SS0760.and adjusted by the National Geodetic Survey in June 1991..
 SS0760
 SS0760.The geoid height was determined by GEOID03.
 SS0760
 SS0760.The dynamic height is computed by dividing the NAVD 88
 SS0760.geopotential number by the normal gravity value computed on the
 SS0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0760.degrees latitude (g = 980.6199 gals.).
 SS0760
 SS0760.The modeled gravity was interpolated from observed gravity values.
 SS0760
 SS0760;                    North         East    Units  Estimated Accuracy
 SS0760;SPC MT       -   332,560.      456,480.      MT  (+/- 180 meters Scaled)
 SS0760
 SS0760                          SUPERSEDED SURVEY CONTROL
 SS0760
 SS0760  NGVD 29 (??/??/92) 1064.836  (m)         3493.55   (f) ADJ UNCH    2 0
 SS0760
 SS0760.Superseded values are not recommended for survey control.
 SS0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0760.See file dsdata.txt to determine how the superseded data were derived.
 SS0760
 SS0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT699304(NAD 83)
 SS0760_MARKER: DB = BENCH MARK DISK
 SS0760_SETTING: 66 = SET IN ROCK OUTCROP
 SS0760_SP_SET: OUTCROP
 SS0760_STAMPING: B 137 1934
 SS0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0760+STABILITY: POSITION/ELEVATION WELL
 SS0760
 SS0760  HISTORY     - Date     Condition        Report By
 SS0760  HISTORY     - 1934     MONUMENTED       CGS
 SS0760  HISTORY     - 1961     MARK NOT FOUND   NGS
 SS0760
 SS0760                          STATION DESCRIPTION
 SS0760
 SS0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0760'18.4 MI S FROM ULM.
 SS0760'18.4 MILES SOUTH ALONG THE MILLEGAN ROAD FROM ULM, CASCADE COUNTY, 200
 SS0760'FEET NORTH OF A ROAD TO THE SOUTHWEST LEADING UP TO A COAL MINE, 30
 SS0760'FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 3 FEET EAST OF THE
 SS0760'RIGHT-OF-WAY FENCE, AND IN THE TOP OF A LARGE ROCK OUTCROP ABOUT 15
 SS0760'FEET ABOVE THE ROAD.  A STANDARD DISK, STAMPED B 137 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0609 ***********************************************************************
 PY0609  DESIGNATION -  B 138
 PY0609  PID         -  PY0609
 PY0609  STATE/COUNTY-  MT/BEAVERHEAD
 PY0609  USGS QUAD   -  WINSLOW CREEK (1988)
 PY0609
 PY0609                         *CURRENT SURVEY CONTROL
 PY0609  ___________________________________________________________________
 PY0609* NAD 83(1986)-  44 36 43.     (N)    111 55 02.     (W)     SCALED    
 PY0609* NAVD 88     -      2024.770  (meters)    6642.93   (feet)  POSTED    
 PY0609  ___________________________________________________________________
 PY0609  GEOID HEIGHT-          -9.34  (meters)                     GEOID03
 PY0609  DYNAMIC HT  -        2023.650 (meters)    6639.26  (feet)  COMP
 PY0609  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 PY0609
 PY0609  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0609
 PY0609.The horizontal coordinates were scaled from a topographic map and have
 PY0609.an estimated accuracy of +/- 6 seconds.
 PY0609
 PY0609.The orthometric height was determined by differential leveling
 PY0609.and adjusted by the National Geodetic Survey in 1992..
 PY0609.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0609.rate of 1.1 thru 2.0 mm/km.
 PY0609
 PY0609.The geoid height was determined by GEOID03.
 PY0609
 PY0609.The dynamic height is computed by dividing the NAVD 88
 PY0609.geopotential number by the normal gravity value computed on the
 PY0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0609.degrees latitude (g = 980.6199 gals.).
 PY0609
 PY0609.The modeled gravity was interpolated from observed gravity values.
 PY0609
 PY0609;                    North         East    Units  Estimated Accuracy
 PY0609;SPC MT       -    43,200.      408,110.      MT  (+/- 180 meters Scaled)
 PY0609
 PY0609                          SUPERSEDED SURVEY CONTROL
 PY0609
 PY0609  NGVD 29 (??/??/92) 2023.430  (m)         6638.54   (f) ADJ UNCH    1 2
 PY0609
 PY0609.Superseded values are not recommended for survey control.
 PY0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0609.See file dsdata.txt to determine how the superseded data were derived.
 PY0609
 PY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ272402(NAD 83)
 PY0609_MARKER: DB = BENCH MARK DISK
 PY0609_SETTING: 66 = SET IN ROCK OUTCROP
 PY0609_SP_SET: ROCK LEDGE
 PY0609_STAMPING: B 138 1934
 PY0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0609+STABILITY: POSITION/ELEVATION WELL
 PY0609
 PY0609  HISTORY     - Date     Condition        Report By
 PY0609  HISTORY     - 1934     MONUMENTED       CGS
 PY0609  HISTORY     - 1964     GOOD             NGS
 PY0609
 PY0609                          STATION DESCRIPTION
 PY0609
 PY0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0609'5.9 MI NW FROM LAKEVIEW.
 PY0609'ABOUT 5.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PY0609'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 13, T 14 S, R 3 W, ABOUT 0.8
 PY0609'MILE WEST OF THE ENTRANCE DRIVE NORTH TO THE 7-L RANCH, AT THE FOOT OF
 PY0609'A SHORT STEEP HILL, IN THE SOUTH EDGE OF A PASTURE, 85 FEET NORTH OF
 PY0609'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK LEDGE WHICH IS
 PY0609'ON THE EAST SIDE OF A NEARLY ROUND BOULDER, AND ABOUT LEVEL WITH THE
 PY0609'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0308 ***********************************************************************
 SS0308  DESIGNATION -  B 140
 SS0308  PID         -  SS0308
 SS0308  STATE/COUNTY-  MT/CASCADE
 SS0308  USGS QUAD   -  MONARCH (1995)
 SS0308
 SS0308                         *CURRENT SURVEY CONTROL
 SS0308  ___________________________________________________________________
 SS0308* NAD 83(1986)-  47 03 08.     (N)    110 47 41.     (W)     SCALED    
 SS0308* NAVD 88     -      1462.599  (meters)    4798.54   (feet)  ADJUSTED  
 SS0308  ___________________________________________________________________
 SS0308  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 SS0308  DYNAMIC HT  -        1462.305 (meters)    4797.58  (feet)  COMP
 SS0308  MODELED GRAV-     980,361.1   (mgal)                       NAVD 88
 SS0308
 SS0308  VERT ORDER  -  SECOND    CLASS 0
 SS0308
 SS0308.The horizontal coordinates were scaled from a topographic map and have
 SS0308.an estimated accuracy of +/- 6 seconds.
 SS0308
 SS0308.The orthometric height was determined by differential leveling
 SS0308.and adjusted by the National Geodetic Survey in June 1991..
 SS0308
 SS0308.The geoid height was determined by GEOID03.
 SS0308
 SS0308.The dynamic height is computed by dividing the NAVD 88
 SS0308.geopotential number by the normal gravity value computed on the
 SS0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0308.degrees latitude (g = 980.6199 gals.).
 SS0308
 SS0308.The modeled gravity was interpolated from observed gravity values.
 SS0308
 SS0308;                    North         East    Units  Estimated Accuracy
 SS0308;SPC MT       -   312,190.      501,690.      MT  (+/- 180 meters Scaled)
 SS0308
 SS0308                          SUPERSEDED SURVEY CONTROL
 SS0308
 SS0308  NGVD 29 (??/??/92) 1461.578  (m)         4795.19   (f) ADJ UNCH    2 0
 SS0308
 SS0308.Superseded values are not recommended for survey control.
 SS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0308.See file dsdata.txt to determine how the superseded data were derived.
 SS0308
 SS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT155109(NAD 83)
 SS0308_MARKER: DB = BENCH MARK DISK
 SS0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0308_STAMPING: B 140 1934
 SS0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0308+STABILITY: SURFACE MOTION
 SS0308
 SS0308  HISTORY     - Date     Condition        Report By
 SS0308  HISTORY     - 1934     MONUMENTED       CGS
 SS0308  HISTORY     - 1961     GOOD             NGS
 SS0308  HISTORY     - 1967     MARK NOT FOUND   USGS
 SS0308
 SS0308                          STATION DESCRIPTION
 SS0308
 SS0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0308'3.8 MI SE FROM MONARCH.
 SS0308'3.8 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM MONARCH,
 SS0308'CASCADE COUNTY, 3 FEET SOUTHWEST OF MILEPOST 29, AND 33 FEET NORTHEAST
 SS0308'OF THE CENTER OF THE TRACK.  A STANDARD DISK, STAMPED B 140 1934 AND
 SS0308'SET IN THE TOP OF A CONCRETE POST.
 SS0308
 SS0308                          STATION RECOVERY (1967)
 SS0308
 SS0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SS0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0605 ***********************************************************************
 RX0605  DESIGNATION -  B 141
 RX0605  PID         -  RX0605
 RX0605  STATE/COUNTY-  MT/GRANITE
 RX0605  USGS QUAD   -  HENDERSON MOUNTAIN (1996)
 RX0605
 RX0605                         *CURRENT SURVEY CONTROL
 RX0605  ___________________________________________________________________
 RX0605* NAD 83(1986)-  46 25 55.     (N)    113 16 15.     (W)     SCALED    
 RX0605* NAVD 88     -      1493.809  (meters)    4900.94   (feet)  ADJUSTED  
 RX0605  ___________________________________________________________________
 RX0605  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 RX0605  DYNAMIC HT  -        1493.359 (meters)    4899.46  (feet)  COMP
 RX0605  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 RX0605
 RX0605  VERT ORDER  -  SECOND    CLASS 0
 RX0605
 RX0605.The horizontal coordinates were scaled from a topographic map and have
 RX0605.an estimated accuracy of +/- 6 seconds.
 RX0605
 RX0605.The orthometric height was determined by differential leveling
 RX0605.and adjusted by the National Geodetic Survey in June 1991..
 RX0605
 RX0605.The geoid height was determined by GEOID03.
 RX0605
 RX0605.The dynamic height is computed by dividing the NAVD 88
 RX0605.geopotential number by the normal gravity value computed on the
 RX0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0605.degrees latitude (g = 980.6199 gals.).
 RX0605
 RX0605.The modeled gravity was interpolated from observed gravity values.
 RX0605
 RX0605;                    North         East    Units  Estimated Accuracy
 RX0605;SPC MT       -   249,440.      310,450.      MT  (+/- 180 meters Scaled)
 RX0605
 RX0605                          SUPERSEDED SURVEY CONTROL
 RX0605
 RX0605  NGVD 29 (??/??/92) 1492.623  (m)         4897.05   (f) ADJ UNCH    2 0
 RX0605
 RX0605.Superseded values are not recommended for survey control.
 RX0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0605.See file dsdata.txt to determine how the superseded data were derived.
 RX0605
 RX0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS255445(NAD 83)
 RX0605_MARKER: DB = BENCH MARK DISK
 RX0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0605_STAMPING: B 141 1934
 RX0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0605+STABILITY: SURFACE MOTION
 RX0605
 RX0605  HISTORY     - Date     Condition        Report By
 RX0605  HISTORY     - 1934     MONUMENTED       CGS
 RX0605  HISTORY     - 1981     GOOD             BPA
 RX0605
 RX0605                          STATION DESCRIPTION
 RX0605
 RX0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0605'6.1 MI S FROM STONE.
 RX0605'6.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM STONE, GRANITE
 RX0605'COUNTY, AT MILEPOST 18, 12 FEET NORTH OF A CREEK LEADING WEST, AND 12
 RX0605'FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED B 141 1934 AND SET
 RX0605'IN THE TOP OF A CONCRETE POST.
 RX0605
 RX0605                          STATION RECOVERY (1981)
 RX0605
 RX0605'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1981
 RX0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0574 ***********************************************************************
 RX0574  DESIGNATION -  B 142
 RX0574  PID         -  RX0574
 RX0574  STATE/COUNTY-  MT/POWELL
 RX0574  USGS QUAD   -  BROWNS LAKE (1965)
 RX0574
 RX0574                         *CURRENT SURVEY CONTROL
 RX0574  ___________________________________________________________________
 RX0574* NAD 83(1986)-  46 56 30.     (N)    113 04 45.     (W)     SCALED    
 RX0574* NAVD 88     -      1324.757  (meters)    4346.31   (feet)  ADJUSTED  
 RX0574  ___________________________________________________________________
 RX0574  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 RX0574  DYNAMIC HT  -        1324.480 (meters)    4345.40  (feet)  COMP
 RX0574  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 RX0574
 RX0574  VERT ORDER  -  SECOND    CLASS 0
 RX0574
 RX0574.The horizontal coordinates were scaled from a topographic map and have
 RX0574.an estimated accuracy of +/- 6 seconds.
 RX0574
 RX0574.The orthometric height was determined by differential leveling
 RX0574.and adjusted by the National Geodetic Survey in June 1991..
 RX0574
 RX0574.The geoid height was determined by GEOID03.
 RX0574
 RX0574.The dynamic height is computed by dividing the NAVD 88
 RX0574.geopotential number by the normal gravity value computed on the
 RX0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0574.degrees latitude (g = 980.6199 gals.).
 RX0574
 RX0574.The modeled gravity was interpolated from observed gravity values.
 RX0574
 RX0574;                    North         East    Units  Estimated Accuracy
 RX0574;SPC MT       -   305,320.      327,750.      MT  (+/- 180 meters Scaled)
 RX0574
 RX0574                          SUPERSEDED SURVEY CONTROL
 RX0574
 RX0574  NGVD 29 (??/??/92) 1323.637  (m)         4342.63   (f) ADJ UNCH    2 0
 RX0574
 RX0574.Superseded values are not recommended for survey control.
 RX0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0574.See file dsdata.txt to determine how the superseded data were derived.
 RX0574
 RX0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT417007(NAD 83)
 RX0574_MARKER: DB = BENCH MARK DISK
 RX0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0574_STAMPING: B 142 1934
 RX0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0574+STABILITY: SURFACE MOTION
 RX0574
 RX0574  HISTORY     - Date     Condition        Report By
 RX0574  HISTORY     - 1934     MONUMENTED       CGS
 RX0574  HISTORY     - 1962     GOOD             USGS
 RX0574
 RX0574                          STATION DESCRIPTION
 RX0574
 RX0574'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX0574'7.2 MI SE FROM OVANDO.
 RX0574'7.2 MILES SOUTHEAST ALONG STATE HIGHWAY 31 FROM OVANDO, POWELL COUNTY,
 RX0574'0.4 MILE SOUTH OF THE INTERSECTION WITH THE LINCOLN-OVANDO ROAD, AT AN
 RX0574'S-CURVE, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 RX0574'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 142 1934
 RX0574'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0067 ***********************************************************************
 QY0067  DESIGNATION -  B 143
 QY0067  PID         -  QY0067
 QY0067  STATE/COUNTY-  MT/MADISON
 QY0067  USGS QUAD   -  WATERLOO (1996)
 QY0067
 QY0067                         *CURRENT SURVEY CONTROL
 QY0067  ___________________________________________________________________
 QY0067* NAD 83(1986)-  45 43 16.     (N)    112 11 44.     (W)     SCALED    
 QY0067* NAVD 88     -      1360.073  (meters)    4462.17   (feet)  ADJUSTED  
 QY0067  ___________________________________________________________________
 QY0067  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 QY0067  DYNAMIC HT  -        1359.595 (meters)    4460.60  (feet)  COMP
 QY0067  MODELED GRAV-     980,217.1   (mgal)                       NAVD 88
 QY0067
 QY0067  VERT ORDER  -  SECOND    CLASS 0
 QY0067
 QY0067.The horizontal coordinates were scaled from a topographic map and have
 QY0067.an estimated accuracy of +/- 6 seconds.
 QY0067
 QY0067.The orthometric height was determined by differential leveling
 QY0067.and adjusted by the National Geodetic Survey in June 1991..
 QY0067
 QY0067.The geoid height was determined by GEOID03.
 QY0067
 QY0067.The dynamic height is computed by dividing the NAVD 88
 QY0067.geopotential number by the normal gravity value computed on the
 QY0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0067.degrees latitude (g = 980.6199 gals.).
 QY0067
 QY0067.The modeled gravity was interpolated from observed gravity values.
 QY0067
 QY0067;                    North         East    Units  Estimated Accuracy
 QY0067;SPC MT       -   167,100.      390,260.      MT  (+/- 180 meters Scaled)
 QY0067
 QY0067                          SUPERSEDED SURVEY CONTROL
 QY0067
 QY0067  NGVD 29 (??/??/92) 1358.940  (m)         4458.46   (f) ADJ UNCH    2 0
 QY0067
 QY0067.Superseded values are not recommended for survey control.
 QY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0067.See file dsdata.txt to determine how the superseded data were derived.
 QY0067
 QY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR069637(NAD 83)
 QY0067_MARKER: DB = BENCH MARK DISK
 QY0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0067_STAMPING: B 143 1934
 QY0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0067+STABILITY: SURFACE MOTION
 QY0067
 QY0067  HISTORY     - Date     Condition        Report By
 QY0067  HISTORY     - 1934     MONUMENTED       CGS
 QY0067  HISTORY     - 19870630 GOOD             USPSQD
 QY0067
 QY0067                          STATION DESCRIPTION
 QY0067
 QY0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0067'0.2 MI S FROM WATERLOO.
 QY0067'0.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WATERLOO, 200
 QY0067'YARDS SOUTH OF THE STATION, 0.25 MILE NORTH OF MILEPOST 12, 53 FEET
 QY0067'NORTHWEST OF CULVERT 11/3562, 57 FEET WEST OF THE TRACK, AND 2 FEET
 QY0067'INSIDE OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 143 1934
 QY0067'AND SET IN THE TOP OF A CONCRETE POST.
 QY0067
 QY0067                          STATION RECOVERY (1987)
 QY0067
 QY0067'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGH)
 QY0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0375 ***********************************************************************
 PY0375  DESIGNATION -  B 144
 PY0375  PID         -  PY0375
 PY0375  STATE/COUNTY-  MT/GALLATIN
 PY0375  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0375
 PY0375                         *CURRENT SURVEY CONTROL
 PY0375  ___________________________________________________________________
 PY0375* NAD 83(1986)-  44 39 30.     (N)    111 07 21.     (W)     SCALED    
 PY0375* NAVD 88     -      2028.778  (meters)    6656.08   (feet)  ADJUSTED  
 PY0375  ___________________________________________________________________
 PY0375  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0375  DYNAMIC HT  -        2027.632 (meters)    6652.32  (feet)  COMP
 PY0375  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 PY0375
 PY0375  VERT ORDER  -  FIRST     CLASS II
 PY0375
 PY0375.The horizontal coordinates were scaled from a topographic map and have
 PY0375.an estimated accuracy of +/- 6 seconds.
 PY0375
 PY0375.The orthometric height was determined by differential leveling
 PY0375.and adjusted by the National Geodetic Survey in June 1991..
 PY0375
 PY0375.The geoid height was determined by GEOID03.
 PY0375
 PY0375.The dynamic height is computed by dividing the NAVD 88
 PY0375.geopotential number by the normal gravity value computed on the
 PY0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0375.degrees latitude (g = 980.6199 gals.).
 PY0375
 PY0375.The modeled gravity was interpolated from observed gravity values.
 PY0375
 PY0375;                    North         East    Units  Estimated Accuracy
 PY0375;SPC MT       -    46,720.      471,290.      MT  (+/- 180 meters Scaled)
 PY0375
 PY0375                          SUPERSEDED SURVEY CONTROL
 PY0375
 PY0375  NGVD 29 (08/20/92) 2027.534  (m)         6652.00   (f) ADJUSTED    1 2
 PY0375
 PY0375.Superseded values are not recommended for survey control.
 PY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0375.See file dsdata.txt to determine how the superseded data were derived.
 PY0375
 PY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ902450(NAD 83)
 PY0375_MARKER: DB = BENCH MARK DISK
 PY0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0375_SP_SET: CONCRETE POST
 PY0375_STAMPING: B 144 1959
 PY0375_MARK LOGO: CGS   
 PY0375_PROJECTION: PROJECTING 4 CENTIMETERS
 PY0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0375+STABILITY: SURFACE MOTION
 PY0375
 PY0375  HISTORY     - Date     Condition        Report By
 PY0375  HISTORY     - 1959     MONUMENTED       CGS
 PY0375  HISTORY     - 1960     GOOD             NGS
 PY0375  HISTORY     - 1983     GOOD             NGS
 PY0375  HISTORY     - 1987     GOOD             NGS
 PY0375
 PY0375                          STATION DESCRIPTION
 PY0375
 PY0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0375'1.15 MI W FROM WEST YELLOWSTONE.
 PY0375'1.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 PY0375'WEST YELLOWSTONE, GALLATIN COUNTY, IN SECTION 33, R 5 E, T 13 S, 5
 PY0375'POLES EAST OF MILEPOST 106, 13 FEET NORTH OF THE NORTH RAIL, 26 FEET
 PY0375'SOUTH OF THE CENTERLINE OF A ROAD WHICH PARALLELS THE TRACK, 1.8 FEET
 PY0375'WEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACKS,
 PY0375'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PY0375
 PY0375                          STATION RECOVERY (1983)
 PY0375
 PY0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0375'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 PY0375'THE FOLLOWING EXCEPTION, THE RAILROAD STATION IS NOW THE MUSEUM OF THE
 PY0375'YELLOWSTONE.
 PY0375
 PY0375                          STATION RECOVERY (1987)
 PY0375
 PY0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0375'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 PY0375'(1.10 MI) WESTERLY ALONG AN OLD RAILROAD BED FROM THE MUSEUM OF THE
 PY0375'YELLOWSTONE (OLD RAILROAD STATION) IN WEST YELLOWSTONE, 7.0 M (23.0
 PY0375'FT) SOUTH OF THE CENTER OF A DIRT ROAD, AND 4.1 M (13.5 FT) NORTH OF
 PY0375'THE RAILROAD BED CENTER.
 PY0375'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 PY0375'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0447 ***********************************************************************
 QX0447  DESIGNATION -  B 145
 QX0447  PID         -  QX0447
 QX0447  STATE/COUNTY-  MT/MADISON
 QX0447  USGS QUAD   -  SAPPINGTON (1987)
 QX0447
 QX0447                         *CURRENT SURVEY CONTROL
 QX0447  ___________________________________________________________________
 QX0447* NAD 83(1986)-  45 46 45.     (N)    111 49 00.     (W)     SCALED    
 QX0447* NAVD 88     -      1322.606  (meters)    4339.25   (feet)  ADJUSTED  
 QX0447  ___________________________________________________________________
 QX0447  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 QX0447  DYNAMIC HT  -        1322.213 (meters)    4337.96  (feet)  COMP
 QX0447  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 QX0447
 QX0447  VERT ORDER  -  FIRST     CLASS II
 QX0447
 QX0447.The horizontal coordinates were scaled from a topographic map and have
 QX0447.an estimated accuracy of +/- 6 seconds.
 QX0447
 QX0447.The orthometric height was determined by differential leveling
 QX0447.and adjusted by the National Geodetic Survey in June 1991..
 QX0447
 QX0447.The geoid height was determined by GEOID03.
 QX0447
 QX0447.The dynamic height is computed by dividing the NAVD 88
 QX0447.geopotential number by the normal gravity value computed on the
 QX0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0447.degrees latitude (g = 980.6199 gals.).
 QX0447
 QX0447.The modeled gravity was interpolated from observed gravity values.
 QX0447
 QX0447;                    North         East    Units  Estimated Accuracy
 QX0447;SPC MT       -   172,610.      419,930.      MT  (+/- 180 meters Scaled)
 QX0447
 QX0447                          SUPERSEDED SURVEY CONTROL
 QX0447
 QX0447  NGVD 29 (??/??/92) 1321.542  (m)         4335.76   (f) ADJ UNCH    1 2
 QX0447
 QX0447.Superseded values are not recommended for survey control.
 QX0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0447.See file dsdata.txt to determine how the superseded data were derived.
 QX0447
 QX0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR365698(NAD 83)
 QX0447_MARKER: DB = BENCH MARK DISK
 QX0447_SETTING: 66 = SET IN ROCK OUTCROP
 QX0447_SP_SET: ROCK OUTCROP
 QX0447_STAMPING: B 145 1959
 QX0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0447+STABILITY: POSITION/ELEVATION WELL
 QX0447
 QX0447  HISTORY     - Date     Condition        Report By
 QX0447  HISTORY     - 1959     MONUMENTED       CGS
 QX0447
 QX0447                          STATION DESCRIPTION
 QX0447
 QX0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0447'2.95 MI SW FROM SAPPINGTON.
 QX0447'ABOUT 2.95 MILES SOUTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0447'RAILROAD FROM THE STATION AT SAPPINGTON, IN SECTION 2, T 1 S, R 2 W,
 QX0447'ABOUT 0.15 MILE NORTH OF MILEPOST 3, IN THE TOP OF THE SOUTH SLOPE OF
 QX0447'A ROCK OUTCROP, PROJECTING ABOUT 3 FEET ON THE WEST SIDE, 11 1/2 FEET
 QX0447'EAST OF THE EAST RAIL, 20 1/2 FEET NORTH OF THE NORTH END OF THE EAST
 QX0447'STEEL GIRDER OF A BRIDGE OVER LITTLE ANTELOPE CREEK, AND ABOUT 2 1/2
 QX0447'FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0358 ***********************************************************************
 QX0358  DESIGNATION -  B 146
 QX0358  PID         -  QX0358
 QX0358  STATE/COUNTY-  MT/MADISON
 QX0358  USGS QUAD   -  ENNIS LAKE (1988)
 QX0358
 QX0358                         *CURRENT SURVEY CONTROL
 QX0358  ___________________________________________________________________
 QX0358* NAD 83(1986)-  45 27 22.     (N)    111 43 51.     (W)     SCALED    
 QX0358* NAVD 88     -      1494.335  (meters)    4902.66   (feet)  ADJUSTED  
 QX0358  ___________________________________________________________________
 QX0358  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 QX0358  DYNAMIC HT  -        1493.746 (meters)    4900.73  (feet)  COMP
 QX0358  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 QX0358
 QX0358  VERT ORDER  -  FIRST     CLASS II
 QX0358
 QX0358.The horizontal coordinates were scaled from a topographic map and have
 QX0358.an estimated accuracy of +/- 6 seconds.
 QX0358
 QX0358.The orthometric height was determined by differential leveling
 QX0358.and adjusted by the National Geodetic Survey in June 1991..
 QX0358.WARNING-Repeat measurements at this control monument indicate possible
 QX0358.vertical movement.
 QX0358
 QX0358.The geoid height was determined by GEOID03.
 QX0358
 QX0358.The dynamic height is computed by dividing the NAVD 88
 QX0358.geopotential number by the normal gravity value computed on the
 QX0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0358.degrees latitude (g = 980.6199 gals.).
 QX0358
 QX0358.The modeled gravity was interpolated from observed gravity values.
 QX0358
 QX0358;                    North         East    Units  Estimated Accuracy
 QX0358;SPC MT       -   136,530.      425,570.      MT  (+/- 180 meters Scaled)
 QX0358
 QX0358                          SUPERSEDED SURVEY CONTROL
 QX0358
 QX0358  NGVD 29 (08/20/92) 1493.181  (m)         4898.88   (f) ADJUSTED    1 2
 QX0358
 QX0358.Superseded values are not recommended for survey control.
 QX0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0358.See file dsdata.txt to determine how the superseded data were derived.
 QX0358
 QX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR428338(NAD 83)
 QX0358_MARKER: DB = BENCH MARK DISK
 QX0358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0358_SP_SET: WINGWALL
 QX0358_STAMPING: B 146 1959
 QX0358_MARK LOGO: CGS   
 QX0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0358+STABILITY: SURFACE MOTION
 QX0358
 QX0358  HISTORY     - Date     Condition        Report By
 QX0358  HISTORY     - 1959     MONUMENTED       CGS
 QX0358  HISTORY     - 1987     GOOD             NGS
 QX0358
 QX0358                          STATION DESCRIPTION
 QX0358
 QX0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0358'7.45 MI N FROM ENNIS.
 QX0358'7.45 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE HIGHSCHOOL AT ENNIS,
 QX0358'OR ABOUT 9.4 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE NORTHERN
 QX0358'PACIFIC RAILROAD STATION AT NORRIS, IN THE CENTER OF SECTION 33, T 4
 QX0358'S, R 1 W, 75 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 QX0358'OF THE SOUTHEAST CONCRETE WING WALL OF AN ABANDONED CONCRETE BRIDGE ON
 QX0358'THE OLD HIGHWAY, 12 FEET EAST OF THE CENTER LINE OF THE ABANDONED
 QX0358'HIGHWAY, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE NEW HIGHWAY, AND
 QX0358'ABOUT LEVEL WITH THE OLD HIGHWAY.
 QX0358
 QX0358                          STATION RECOVERY (1987)
 QX0358
 QX0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0146 ***********************************************************************
 RU0146  DESIGNATION -  B 147
 RU0146  PID         -  RU0146
 RU0146  STATE/COUNTY-  MT/ROSEBUD
 RU0146  USGS QUAD   -  NICHOLS (1984)
 RU0146
 RU0146                         *CURRENT SURVEY CONTROL
 RU0146  ___________________________________________________________________
 RU0146* NAD 83(1986)-  46 15 07.     (N)    106 48 19.     (W)     SCALED    
 RU0146* NAVD 88     -       787.034  (meters)    2582.13   (feet)  ADJUSTED  
 RU0146  ___________________________________________________________________
 RU0146  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 RU0146  DYNAMIC HT  -         786.955 (meters)    2581.87  (feet)  COMP
 RU0146  MODELED GRAV-     980,487.9   (mgal)                       NAVD 88
 RU0146
 RU0146  VERT ORDER  -  FIRST     CLASS II
 RU0146
 RU0146.The horizontal coordinates were scaled from a topographic map and have
 RU0146.an estimated accuracy of +/- 6 seconds.
 RU0146
 RU0146.The orthometric height was determined by differential leveling
 RU0146.and adjusted by the National Geodetic Survey in June 1991..
 RU0146
 RU0146.The geoid height was determined by GEOID03.
 RU0146
 RU0146.The dynamic height is computed by dividing the NAVD 88
 RU0146.geopotential number by the normal gravity value computed on the
 RU0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0146.degrees latitude (g = 980.6199 gals.).
 RU0146
 RU0146.The modeled gravity was interpolated from observed gravity values.
 RU0146
 RU0146;                    North         East    Units  Estimated Accuracy
 RU0146;SPC MT       -   226,040.      807,640.      MT  (+/- 180 meters Scaled)
 RU0146
 RU0146                          SUPERSEDED SURVEY CONTROL
 RU0146
 RU0146  NGVD 29 (??/??/92)  786.402  (m)         2580.05   (f) ADJ UNCH    1 2
 RU0146
 RU0146.Superseded values are not recommended for survey control.
 RU0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0146.See file dsdata.txt to determine how the superseded data were derived.
 RU0146
 RU0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM608236(NAD 83)
 RU0146_MARKER: DB = BENCH MARK DISK
 RU0146_SETTING: 66 = SET IN ROCK OUTCROP
 RU0146_SP_SET: ROCK OUTCROP
 RU0146_STAMPING: B 147 1960
 RU0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0146+STABILITY: POSITION/ELEVATION WELL
 RU0146
 RU0146  HISTORY     - Date     Condition        Report By
 RU0146  HISTORY     - 1960     MONUMENTED       CGS
 RU0146
 RU0146                          STATION DESCRIPTION
 RU0146
 RU0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0146'6.9 MI W FROM FORSYTH.
 RU0146'ABOUT 5.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0146'STATION AT FORSYTH TO THE JUNCTION AT NICHOLS, THENCE 1.0 MILE SOUTH
 RU0146'ALONG A SPUR LINE OF THE NORTHERN PACIFIC RAILROAD, IN SECTION 26, R
 RU0146'39 E, T 6 N, SET IN THE TOP OF THE EAST SIDE OF A SANDSTONE OUTCROP,
 RU0146'137 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 1, 99 FEET EAST
 RU0146'AND ACROSS THE TRACK FROM A FARM HOUSE, ABOUT LEVEL WITH THE TRACK,
 RU0146'AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0116 ***********************************************************************
 RU0116  DESIGNATION -  B 148
 RU0116  PID         -  RU0116
 RU0116  STATE/COUNTY-  MT/ROSEBUD
 RU0116  USGS QUAD   -  ORINOCO (1984)
 RU0116
 RU0116                         *CURRENT SURVEY CONTROL
 RU0116  ___________________________________________________________________
 RU0116* NAD 83(1986)-  46 17 10.     (N)    106 31 59.     (W)     SCALED    
 RU0116* NAVD 88     -       760.466  (meters)    2494.96   (feet)  ADJUSTED  
 RU0116  ___________________________________________________________________
 RU0116  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 RU0116  DYNAMIC HT  -         760.396 (meters)    2494.73  (feet)  COMP
 RU0116  MODELED GRAV-     980,497.3   (mgal)                       NAVD 88
 RU0116
 RU0116  VERT ORDER  -  FIRST     CLASS II
 RU0116
 RU0116.The horizontal coordinates were scaled from a topographic map and have
 RU0116.an estimated accuracy of +/- 6 seconds.
 RU0116
 RU0116.The orthometric height was determined by differential leveling
 RU0116.and adjusted by the National Geodetic Survey in June 1991..
 RU0116
 RU0116.The geoid height was determined by GEOID03.
 RU0116
 RU0116.The dynamic height is computed by dividing the NAVD 88
 RU0116.geopotential number by the normal gravity value computed on the
 RU0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0116.degrees latitude (g = 980.6199 gals.).
 RU0116
 RU0116.The modeled gravity was interpolated from observed gravity values.
 RU0116
 RU0116;                    North         East    Units  Estimated Accuracy
 RU0116;SPC MT       -   230,590.      828,470.      MT  (+/- 180 meters Scaled)
 RU0116
 RU0116                          SUPERSEDED SURVEY CONTROL
 RU0116
 RU0116  NGVD 29 (??/??/92)  759.911  (m)         2493.14   (f) ADJ UNCH    1 2
 RU0116
 RU0116.Superseded values are not recommended for survey control.
 RU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0116.See file dsdata.txt to determine how the superseded data were derived.
 RU0116
 RU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM819269(NAD 83)
 RU0116_MARKER: DB = BENCH MARK DISK
 RU0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0116_STAMPING: B 148 1960
 RU0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0116+STABILITY: SURFACE MOTION
 RU0116
 RU0116  HISTORY     - Date     Condition        Report By
 RU0116  HISTORY     - 1960     MONUMENTED       CGS
 RU0116
 RU0116                          STATION DESCRIPTION
 RU0116
 RU0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0116'4.6 MI SW FROM ROSEBUD.
 RU0116'ABOUT 4.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0116'STATION AT ROSEBUD, 32 FEET SOUTH OF THE 3RD TELEPHONE POLE SOUTHEAST
 RU0116'OF MILEPOST 116, 123 FEET WEST OF SEMAPHORE N 115.8, IN SECTION 12, R
 RU0116'41 E, T 6 N, 67 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 16 FEET
 RU0116'NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD PARALLELING THE TRACK,
 RU0116'1 FOOT NORTHEAST OF A FENCE, ABOUT 4 FEET BELOW THE TRACK, AND IN THE
 RU0116'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0072 ***********************************************************************
 RU0072  DESIGNATION -  B 149
 RU0072  PID         -  RU0072
 RU0072  STATE/COUNTY-  MT/CUSTER
 RU0072  USGS QUAD   -  HORTON (1980)
 RU0072
 RU0072                         *CURRENT SURVEY CONTROL
 RU0072  ___________________________________________________________________
 RU0072* NAD 83(1986)-  46 19 42.     (N)    106 05 02.     (W)     SCALED    
 RU0072* NAVD 88     -       735.722  (meters)    2413.78   (feet)  ADJUSTED  
 RU0072  ___________________________________________________________________
 RU0072  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 RU0072  DYNAMIC HT  -         735.654 (meters)    2413.56  (feet)  COMP
 RU0072  MODELED GRAV-     980,498.2   (mgal)                       NAVD 88
 RU0072
 RU0072  VERT ORDER  -  FIRST     CLASS II
 RU0072
 RU0072.The horizontal coordinates were scaled from a topographic map and have
 RU0072.an estimated accuracy of +/- 6 seconds.
 RU0072
 RU0072.The orthometric height was determined by differential leveling
 RU0072.and adjusted by the National Geodetic Survey in June 1991..
 RU0072
 RU0072.The geoid height was determined by GEOID03.
 RU0072
 RU0072.The dynamic height is computed by dividing the NAVD 88
 RU0072.geopotential number by the normal gravity value computed on the
 RU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0072.degrees latitude (g = 980.6199 gals.).
 RU0072
 RU0072.The modeled gravity was interpolated from observed gravity values.
 RU0072
 RU0072;                    North         East    Units  Estimated Accuracy
 RU0072;SPC MT       -   236,690.      862,830.      MT  (+/- 180 meters Scaled)
 RU0072
 RU0072                          SUPERSEDED SURVEY CONTROL
 RU0072
 RU0072  NGVD 29 (??/??/92)  735.120  (m)         2411.81   (f) ADJ UNCH    1 2
 RU0072
 RU0072.Superseded values are not recommended for survey control.
 RU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0072.See file dsdata.txt to determine how the superseded data were derived.
 RU0072
 RU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM165310(NAD 83)
 RU0072_MARKER: DB = BENCH MARK DISK
 RU0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RU0072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RU0072_STAMPING: B 149 1960
 RU0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0072
 RU0072  HISTORY     - Date     Condition        Report By
 RU0072  HISTORY     - 1960     MONUMENTED       CGS
 RU0072
 RU0072                          STATION DESCRIPTION
 RU0072
 RU0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0072'13.45 MI SW FROM MILES CITY.
 RU0072'ABOUT 13.45 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RU0072'THE STATION AT MILES CITY, 99 1/2 FEET EAST-NORTHEAST AND ACROSS THE
 RU0072'TRACK FROM MILEPOST 92, AT THE NORTHWEST FOOT OF A STEEP CLIFF, IN
 RU0072'SECTION 27, T 6 N, R 45 E, 13 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16
 RU0072'FEET NORTHEAST OF A TELEPHONE POLE, 69 FEET SOUTHWEST OF THE CENTER OF
 RU0072'A WASH, 10 FEET NORTHWEST OF THE FOOT OF A BANK, 2 1/2 FEET SOUTHEAST
 RU0072'OF THE NORTHEAST END OF A ROCK SLIDE FENCE, ABOUT 2 FEET BELOW THE
 RU0072'TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0193 ***********************************************************************
 SU0193  DESIGNATION -  B 15
 SU0193  PID         -  SU0193
 SU0193  STATE/COUNTY-  MT/MINERAL
 SU0193  USGS QUAD   -  IDAHO GULCH (1985)
 SU0193
 SU0193                         *CURRENT SURVEY CONTROL
 SU0193  ___________________________________________________________________
 SU0193* NAD 83(1986)-  47 10 38.     (N)    114 52 08.     (W)     SCALED    
 SU0193* NAVD 88     -       843.308  (meters)    2766.75   (feet)  ADJUSTED  
 SU0193  ___________________________________________________________________
 SU0193  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 SU0193  DYNAMIC HT  -         843.230 (meters)    2766.50  (feet)  COMP
 SU0193  MODELED GRAV-     980,492.9   (mgal)                       NAVD 88
 SU0193
 SU0193  VERT ORDER  -  FIRST     CLASS II
 SU0193
 SU0193.The horizontal coordinates were scaled from a topographic map and have
 SU0193.an estimated accuracy of +/- 6 seconds.
 SU0193
 SU0193.The orthometric height was determined by differential leveling
 SU0193.and adjusted by the National Geodetic Survey in June 1991..
 SU0193
 SU0193.The geoid height was determined by GEOID03.
 SU0193
 SU0193.The dynamic height is computed by dividing the NAVD 88
 SU0193.geopotential number by the normal gravity value computed on the
 SU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0193.degrees latitude (g = 980.6199 gals.).
 SU0193
 SU0193.The modeled gravity was interpolated from observed gravity values.
 SU0193
 SU0193;                    North         East    Units  Estimated Accuracy
 SU0193;SPC MT       -   339,200.      193,580.      MT  (+/- 180 meters Scaled)
 SU0193
 SU0193                          SUPERSEDED SURVEY CONTROL
 SU0193
 SU0193  NGVD 29 (??/??/92)  842.183  (m)         2763.06   (f) ADJ UNCH    1 2
 SU0193
 SU0193.Superseded values are not recommended for survey control.
 SU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0193.See file dsdata.txt to determine how the superseded data were derived.
 SU0193
 SU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN614270(NAD 83)
 SU0193_MARKER: DB = BENCH MARK DISK
 SU0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0193_SP_SET: ABUTMENT
 SU0193_STAMPING: B 15 1914
 SU0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0193
 SU0193  HISTORY     - Date     Condition        Report By
 SU0193  HISTORY     - 1914     MONUMENTED       CGS
 SU0193  HISTORY     - 1944     GOOD             NGS
 SU0193  HISTORY     - 1949     POOR             NPRR
 SU0193  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0193  HISTORY     - 1980     MARK NOT FOUND   USGS
 SU0193
 SU0193                          STATION DESCRIPTION
 SU0193
 SU0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0193'1.2 MI SE FROM SUPERIOR.
 SU0193'1.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0193'STATION AT SUPERIOR, 0.2 MILE SOUTH OF THE STATION ONE MILE SIGN, SET
 SU0193'IN THE EAST CORNER OF THE NORTH ABUTMENT OF BRIDGE NO. 182, 5.8 FEET
 SU0193'EAST OF EAST RAIL OF TRACK, 1 FOOT WEST OF THE EAST END AND 1 FOOT
 SU0193'NORTH OF THE SOUTH FACE OF ABUTMENT, ABOUT 1 FOOT BELOW TRACK LEVEL.
 SU0193'BRONZE BENCH MARK DISK.  STAMPED B 15 1914. NOTE-- ABUTMENT HOLDING
 SU0193'THE MARK HAS SETTLED DUE TO HIGH WATER.
 SU0193
 SU0193                          STATION RECOVERY (1949)
 SU0193
 SU0193'RECOVERY NOTE BY NORTHERN PACIFIC RAILROAD 1949
 SU0193'MARK RECOVERED IN POOR CONDITION.
 SU0193
 SU0193                          STATION RECOVERY (1980)
 SU0193
 SU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0193'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-ABUTMENT
 SU0193'HAS BEEN RECAPPED, MARK WAS EITHER REMOVED OR COVERED WITH CONCRETE.
 SU0193
 SU0193                          STATION RECOVERY (1980)
 SU0193
 SU0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SU0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0334 ***********************************************************************
 RT0334  DESIGNATION -  B 150
 RT0334  PID         -  RT0334
 RT0334  STATE/COUNTY-  MT/CUSTER
 RT0334  USGS QUAD   -  KINSEY (1980)
 RT0334
 RT0334                         *CURRENT SURVEY CONTROL
 RT0334  ___________________________________________________________________
 RT0334* NAD 83(1986)-  46 32 32.     (N)    105 40 51.     (W)     SCALED    
 RT0334* NAVD 88     -       701.423  (meters)    2301.25   (feet)  POSTED    
 RT0334  ___________________________________________________________________
 RT0334  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RT0334  DYNAMIC HT  -         701.380 (meters)    2301.11  (feet)  COMP
 RT0334  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 RT0334
 RT0334  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RT0334
 RT0334.The horizontal coordinates were scaled from a topographic map and have
 RT0334.an estimated accuracy of +/- 6 seconds.
 RT0334
 RT0334.The orthometric height was determined by differential leveling
 RT0334.and adjusted by the National Geodetic Survey in 1992..
 RT0334.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RT0334.rate of 1.1 thru 2.0 mm/km.
 RT0334
 RT0334.The geoid height was determined by GEOID03.
 RT0334
 RT0334.The dynamic height is computed by dividing the NAVD 88
 RT0334.geopotential number by the normal gravity value computed on the
 RT0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0334.degrees latitude (g = 980.6199 gals.).
 RT0334
 RT0334.The modeled gravity was interpolated from observed gravity values.
 RT0334
 RT0334;                    North         East    Units  Estimated Accuracy
 RT0334;SPC MT       -   261,860.      892,660.      MT  (+/- 180 meters Scaled)
 RT0334
 RT0334                          SUPERSEDED SURVEY CONTROL
 RT0334
 RT0334  NGVD 29 (??/??/92)  700.858  (m)         2299.40   (f) ADJ UNCH    1 2
 RT0334
 RT0334.Superseded values are not recommended for survey control.
 RT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0334.See file dsdata.txt to determine how the superseded data were derived.
 RT0334
 RT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM477545(NAD 83)
 RT0334_MARKER: DB = BENCH MARK DISK
 RT0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0334_STAMPING: B 150 1960
 RT0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0334+STABILITY: SURFACE MOTION
 RT0334
 RT0334  HISTORY     - Date     Condition        Report By
 RT0334  HISTORY     - 1960     MONUMENTED       CGS
 RT0334
 RT0334                          STATION DESCRIPTION
 RT0334
 RT0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0334'12.7 MI NE FROM MILES CITY.
 RT0334'ABOUT 12.7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0334'STATION AT MILES CITY, 5 POLES OR 0.15 MILE NORTHEAST OF MILEPOST 66,
 RT0334'IN THE NORTHEAST CORNER OF SECTION 16, T 9 N, R 48 E, 39 FEET
 RT0334'SOUTHEAST OF THE SOUTHEAST RAIL, 11 FEET NORTHEAST OF A TELEPHONE
 RT0334'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 19 FEET NORTHWEST OF THE
 RT0334'FOOT OF A BLUFF, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 6
 RT0334'1/2 FEET BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING
 RT0334'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0174 ***********************************************************************
 SQ0174  DESIGNATION -  B 151
 SQ0174  PID         -  SQ0174
 SQ0174  STATE/COUNTY-  MT/GARFIELD
 SQ0174  USGS QUAD   -  YORK RESERVOIR (1965)
 SQ0174
 SQ0174                         *CURRENT SURVEY CONTROL
 SQ0174  ___________________________________________________________________
 SQ0174* NAD 83(1986)-  47 08 57.     (N)    106 39 48.     (W)     SCALED    
 SQ0174* NAVD 88     -       902.266  (meters)    2960.18   (feet)  ADJUSTED  
 SQ0174  ___________________________________________________________________
 SQ0174  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 SQ0174  DYNAMIC HT  -         902.242 (meters)    2960.11  (feet)  COMP
 SQ0174  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 SQ0174
 SQ0174  VERT ORDER  -  SECOND    CLASS 0
 SQ0174
 SQ0174.The horizontal coordinates were scaled from a topographic map and have
 SQ0174.an estimated accuracy of +/- 6 seconds.
 SQ0174
 SQ0174.The orthometric height was determined by differential leveling
 SQ0174.and adjusted by the National Geodetic Survey in June 1991..
 SQ0174
 SQ0174.The geoid height was determined by GEOID03.
 SQ0174
 SQ0174.The dynamic height is computed by dividing the NAVD 88
 SQ0174.geopotential number by the normal gravity value computed on the
 SQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0174.degrees latitude (g = 980.6199 gals.).
 SQ0174
 SQ0174.The modeled gravity was interpolated from observed gravity values.
 SQ0174
 SQ0174;                    North         East    Units  Estimated Accuracy
 SQ0174;SPC MT       -   326,040.      814,970.      MT  (+/- 180 meters Scaled)
 SQ0174
 SQ0174                          SUPERSEDED SURVEY CONTROL
 SQ0174
 SQ0174  NGVD 29 (??/??/92)  901.576  (m)         2957.92   (f) ADJ UNCH    2 0
 SQ0174
 SQ0174.Superseded values are not recommended for survey control.
 SQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0174.See file dsdata.txt to determine how the superseded data were derived.
 SQ0174
 SQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN738230(NAD 83)
 SQ0174_MARKER: DB = BENCH MARK DISK
 SQ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0174_STAMPING: B 151 1960
 SQ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0174+STABILITY: SURFACE MOTION
 SQ0174
 SQ0174  HISTORY     - Date     Condition        Report By
 SQ0174  HISTORY     - 1960     MONUMENTED       CGS
 SQ0174
 SQ0174                          STATION DESCRIPTION
 SQ0174
 SQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0174'10.25 MI NW FROM COHAGEN.
 SQ0174'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0174'COHAGEN, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION 9,
 SQ0174'T 16 N, R 40 E, 0.55 MILE WEST OF A SMALL WOODEN BRIDGE, 0.45 MILE
 SQ0174'WEST OF A STOCK POND AND STONE BARN IN A SMALL VALLEY, ON THE CREST OF
 SQ0174'A HILL, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 99 FEET NORTH OF
 SQ0174'AND ACROSS THE ROAD FROM A TELEPHONE POLE 5E-34, 1 FOOT SOUTH OF A
 SQ0174'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SQ0174'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0059 ***********************************************************************
 SP0059  DESIGNATION -  B 152
 SP0059  PID         -  SP0059
 SP0059  STATE/COUNTY-  MT/DAWSON
 SP0059  USGS QUAD   -  GLENDIVE (1967)
 SP0059
 SP0059                         *CURRENT SURVEY CONTROL
 SP0059  ___________________________________________________________________
 SP0059* NAD 83(1986)-  47 07 29.     (N)    104 41 21.     (W)     SCALED    
 SP0059* NAVD 88     -       646.962  (meters)    2122.57   (feet)  ADJUSTED  
 SP0059  ___________________________________________________________________
 SP0059  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 SP0059  DYNAMIC HT  -         646.983 (meters)    2122.64  (feet)  COMP
 SP0059  MODELED GRAV-     980,624.4   (mgal)                       NAVD 88
 SP0059
 SP0059  VERT ORDER  -  FIRST     CLASS II
 SP0059
 SP0059.The horizontal coordinates were scaled from a topographic map and have
 SP0059.an estimated accuracy of +/- 6 seconds.
 SP0059
 SP0059.The orthometric height was determined by differential leveling
 SP0059.and adjusted by the National Geodetic Survey in June 1991..
 SP0059
 SP0059.The geoid height was determined by GEOID03.
 SP0059
 SP0059.The dynamic height is computed by dividing the NAVD 88
 SP0059.geopotential number by the normal gravity value computed on the
 SP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0059.degrees latitude (g = 980.6199 gals.).
 SP0059
 SP0059.The modeled gravity was interpolated from observed gravity values.
 SP0059
 SP0059;                    North         East    Units  Estimated Accuracy
 SP0059;SPC MT       -   330,640.      964,590.      MT  (+/- 180 meters Scaled)
 SP0059
 SP0059                          SUPERSEDED SURVEY CONTROL
 SP0059
 SP0059  NGVD 29 (??/??/92)  646.412  (m)         2120.77   (f) ADJ UNCH    1 2
 SP0059
 SP0059.Superseded values are not recommended for survey control.
 SP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0059.See file dsdata.txt to determine how the superseded data were derived.
 SP0059
 SP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN235190(NAD 83)
 SP0059_MARKER: DB = BENCH MARK DISK
 SP0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SP0059_SP_SET: CONCRETE BASE
 SP0059_STAMPING: B 152 1960
 SP0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SP0059+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 SP0059
 SP0059  HISTORY     - Date     Condition        Report By
 SP0059  HISTORY     - 1960     MONUMENTED       CGS
 SP0059  HISTORY     - 20030509 GOOD             INDIV
 SP0059
 SP0059                          STATION DESCRIPTION
 SP0059
 SP0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SP0059'1.7 MI NE FROM GLENDIVE.
 SP0059'1.7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY AND U.S.
 SP0059'HIGHWAY 10 FROM THE STATION AT GLENDIVE, AT THE GLENDIVE MUNICIPAL
 SP0059'AIRPORT, ABOUT 0.1 MILE WEST-SOUTHWEST OF THE AIRPORT OFFICE BUILDING,
 SP0059'IN SECTION 24, R 55 E, T 16 N, SET IN THE TOP OF THE NORTH END OF THE
 SP0059'CONCRETE BASE OF THE HANGER DOOR TRACK, 11.4 FEET NORTH OF THE
 SP0059'NORTHEAST CORNER OF THE MOST NORTHERLY ONE OF THE WESTERLY ROW OF
 SP0059'HANGERS, 122 YARDS NORTH OF THE CENTER LINE OF U.S. HIGHWAY 10, AND
 SP0059'ABOUT 1 FOOT ABOVE THE GROUND.
 SP0059
 SP0059                          STATION RECOVERY (2003)
 SP0059
 SP0059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RWS)
 SP0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0184 ***********************************************************************
 RT0184  DESIGNATION -  B 153
 RT0184  PID         -  RT0184
 RT0184  STATE/COUNTY-  MT/PRAIRIE
 RT0184  USGS QUAD   -  TERRY (1972)
 RT0184
 RT0184                         *CURRENT SURVEY CONTROL
 RT0184  ___________________________________________________________________
 RT0184* NAD 83(1986)-  46 47 43.     (N)    105 16 19.     (W)     SCALED    
 RT0184* NAVD 88     -       679.667  (meters)    2229.87   (feet)  ADJUSTED  
 RT0184  ___________________________________________________________________
 RT0184  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 RT0184  DYNAMIC HT  -         679.653 (meters)    2229.83  (feet)  COMP
 RT0184  MODELED GRAV-     980,571.7   (mgal)                       NAVD 88
 RT0184
 RT0184  VERT ORDER  -  FIRST     CLASS II
 RT0184
 RT0184.The horizontal coordinates were scaled from a topographic map and have
 RT0184.an estimated accuracy of +/- 6 seconds.
 RT0184
 RT0184.The orthometric height was determined by differential leveling
 RT0184.and adjusted by the National Geodetic Survey in June 1991..
 RT0184
 RT0184.The geoid height was determined by GEOID03.
 RT0184
 RT0184.The dynamic height is computed by dividing the NAVD 88
 RT0184.geopotential number by the normal gravity value computed on the
 RT0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0184.degrees latitude (g = 980.6199 gals.).
 RT0184
 RT0184.The modeled gravity was interpolated from observed gravity values.
 RT0184
 RT0184;                    North         East    Units  Estimated Accuracy
 RT0184;SPC MT       -   291,540.      922,450.      MT  (+/- 180 meters Scaled)
 RT0184
 RT0184                          SUPERSEDED SURVEY CONTROL
 RT0184
 RT0184  NGVD 29 (??/??/92)  679.127  (m)         2228.10   (f) ADJ UNCH    1 2
 RT0184
 RT0184.Superseded values are not recommended for survey control.
 RT0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0184.See file dsdata.txt to determine how the superseded data were derived.
 RT0184
 RT0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM792824(NAD 83)
 RT0184_MARKER: DB = BENCH MARK DISK
 RT0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0184_SP_SET: ABUTMENT
 RT0184_STAMPING: B 153 1960
 RT0184_MARK LOGO: CGS   
 RT0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0184
 RT0184  HISTORY     - Date     Condition        Report By
 RT0184  HISTORY     - 1960     MONUMENTED       CGS
 RT0184  HISTORY     - 1981     GOOD             NGS
 RT0184
 RT0184                          STATION DESCRIPTION
 RT0184
 RT0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0184'1.85 MI E FROM TERRY.
 RT0184'1.85 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0184'TERRY, 27 POLES EAST OF MILEPOST 38, IN SECTION 14, R 51 E, T 12 N,
 RT0184'SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF CONCRETE
 RT0184'BRIDGE NUMBER 37, 7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4 FEET
 RT0184'BELOW THE TRACK.
 RT0184
 RT0184                          STATION RECOVERY (1981)
 RT0184
 RT0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0173 ***********************************************************************
 QX0173  DESIGNATION -  B 155
 QX0173  PID         -  QX0173
 QX0173  STATE/COUNTY-  MT/PARK
 QX0173  USGS QUAD   -  BRISBIN (1981)
 QX0173
 QX0173                         *CURRENT SURVEY CONTROL
 QX0173  ___________________________________________________________________
 QX0173* NAD 83(1986)-  45 33 46.     (N)    110 35 34.     (W)     SCALED    
 QX0173* NAVD 88     -      1411.989  (meters)    4632.50   (feet)  ADJUSTED  
 QX0173  ___________________________________________________________________
 QX0173  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 QX0173  DYNAMIC HT  -        1411.499 (meters)    4630.89  (feet)  COMP
 QX0173  MODELED GRAV-     980,219.5   (mgal)                       NAVD 88
 QX0173
 QX0173  VERT ORDER  -  FIRST     CLASS II
 QX0173
 QX0173.The horizontal coordinates were scaled from a topographic map and have
 QX0173.an estimated accuracy of +/- 6 seconds.
 QX0173
 QX0173.The orthometric height was determined by differential leveling
 QX0173.and adjusted by the National Geodetic Survey in June 1991..
 QX0173
 QX0173.The geoid height was determined by GEOID03.
 QX0173
 QX0173.The dynamic height is computed by dividing the NAVD 88
 QX0173.geopotential number by the normal gravity value computed on the
 QX0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0173.degrees latitude (g = 980.6199 gals.).
 QX0173
 QX0173.The modeled gravity was interpolated from observed gravity values.
 QX0173
 QX0173;                    North         East    Units  Estimated Accuracy
 QX0173;SPC MT       -   146,500.      514,710.      MT  (+/- 180 meters Scaled)
 QX0173
 QX0173                          SUPERSEDED SURVEY CONTROL
 QX0173
 QX0173  NGVD 29 (08/20/92) 1410.851  (m)         4628.77   (f) ADJUSTED    1 2
 QX0173
 QX0173.Superseded values are not recommended for survey control.
 QX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0173.See file dsdata.txt to determine how the superseded data were derived.
 QX0173
 QX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR317455(NAD 83)
 QX0173_MARKER: DB = BENCH MARK DISK
 QX0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0173_STAMPING: B 155 1960
 QX0173_MARK LOGO: CGS   
 QX0173_PROJECTION: PROJECTING 5 CENTIMETERS
 QX0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0173+STABILITY: SURFACE MOTION
 QX0173
 QX0173  HISTORY     - Date     Condition        Report By
 QX0173  HISTORY     - 1960     MONUMENTED       CGS
 QX0173  HISTORY     - 1981     GOOD             LOCSUR
 QX0173  HISTORY     - 1983     GOOD             NGS
 QX0173
 QX0173                          STATION DESCRIPTION
 QX0173
 QX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0173'7.2 MI S FROM LIVINGSTON.
 QX0173'ABOUT 7.2 MILES SOUTH ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0173'RAILWAY FROM THE STATION AT LIVINGSTON, 8 TELEPHONE POLES SOUTH OF
 QX0173'MILEPOST 7, 46 FEET EAST OF THE EAST RAIL, 51 FEET EAST OF THE CENTER
 QX0173'OF A PRIVATE ROAD CROSSING, 13 FEET SOUTH OF THE CENTER LINE OF THE
 QX0173'ROAD, 2 FEET WEST OF A FENCE, 3 1/2 FEET SOUTHWEST OF A GATE POST, 1.9
 QX0173'FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 QX0173'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. IN
 QX0173'SECTION 22, R 9 E, T 3 S.
 QX0173
 QX0173                          STATION RECOVERY (1981)
 QX0173
 QX0173'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QX0173'RECOVERED IN GOOD CONDITION.
 QX0173
 QX0173                          STATION RECOVERY (1983)
 QX0173
 QX0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0173'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 QX0173'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0173'HIGHWAY 90 IN LIVINGSTON, 20.4 METERS (66.9 FT) WEST OF THE CENTERLINE
 QX0173'OF THE HIGHWAY, 14.2 METERS (46.6 FT) EAST OF THE CENTER OF THE OLD
 QX0173'RAILROAD BED, 3.0 METERS (9.8 FT) SOUTHWEST OF THE CENTER OF A WIRE
 QX0173'GATE, AND 2.0 METERS (6.6 FT) EAST OF THE CENTER OF AN IRRIGATION
 QX0173'DITCH.
 QX0173'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 QX0173'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0305 ***********************************************************************
 SP0305  DESIGNATION -  B 158
 SP0305  PID         -  SP0305
 SP0305  STATE/COUNTY-  MT/RICHLAND
 SP0305  USGS QUAD   -  SIDNEY (1974)
 SP0305
 SP0305                         *CURRENT SURVEY CONTROL
 SP0305  ___________________________________________________________________
 SP0305* NAD 83(1986)-  47 43 06.     (N)    104 10 42.     (W)     SCALED    
 SP0305* NAVD 88     -       598.684  (meters)    1964.18   (feet)  ADJUSTED  
 SP0305  ___________________________________________________________________
 SP0305  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 SP0305  DYNAMIC HT  -         598.742 (meters)    1964.37  (feet)  COMP
 SP0305  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 SP0305
 SP0305  VERT ORDER  -  FIRST     CLASS II
 SP0305
 SP0305.The horizontal coordinates were scaled from a topographic map and have
 SP0305.an estimated accuracy of +/- 6 seconds.
 SP0305
 SP0305.The orthometric height was determined by differential leveling
 SP0305.and adjusted by the National Geodetic Survey in June 1991..
 SP0305
 SP0305.The geoid height was determined by GEOID03.
 SP0305
 SP0305.The dynamic height is computed by dividing the NAVD 88
 SP0305.geopotential number by the normal gravity value computed on the
 SP0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0305.degrees latitude (g = 980.6199 gals.).
 SP0305
 SP0305.The modeled gravity was interpolated from observed gravity values.
 SP0305
 SP0305;                    North         East    Units  Estimated Accuracy
 SP0305;SPC MT       -   398,950.      998,770.      MT  (+/- 180 meters Scaled)
 SP0305
 SP0305                          SUPERSEDED SURVEY CONTROL
 SP0305
 SP0305.No superseded survey control is available for this station.
 SP0305
 SP0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN616853(NAD 83)
 SP0305_MARKER: DB = BENCH MARK DISK
 SP0305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SP0305_SP_SET: HEADWALL
 SP0305_STAMPING: B 158 1960
 SP0305_MARK LOGO: CGS   
 SP0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0305+STABILITY: SURFACE MOTION
 SP0305
 SP0305  HISTORY     - Date     Condition        Report By
 SP0305  HISTORY     - 1960     MONUMENTED       CGS
 SP0305  HISTORY     - 1981     GOOD             NGS
 SP0305
 SP0305                          STATION DESCRIPTION
 SP0305
 SP0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0305'2.9 KM (1.8 MI) WEST FROM SIDNEY.
 SP0305'1.0 KM (0.6 MI) WESTERLY ALONG EAST MAIN STREET FROM THE BURLINGTON
 SP0305'NORTHERN RAILROAD STATION IN SIDNEY, THENCE 0.2 KM (0.1 MI) NORTH
 SP0305'ALONG CENTRAL AVENUE, THENCE 1.8 KM (1.1 MI) WESTERLY ALONG STATE
 SP0305'HIGHWAY 16, IN TOP OF THE NORTHWEST END OF A CONCRETE HEADWALL OF AN
 SP0305'IRRIGATION CANAL LOCK, 8.8 METERS (29.0 FT) NORTH OF THE CENTERLINE OF
 SP0305'THE HIGHWAY, 7.9 METERS (26.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 SP0305'A BRIDGE OVER THE CANAL AND 3.0 METERS (10.0 FT) SOUTHWEST OF THE
 SP0305'CENTERLINE OF A ROAD ALONG THE EAST BANK OF THE CANAL.
 SP0305'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0255 ***********************************************************************
 QX0255  DESIGNATION -  B 160
 QX0255  PID         -  QX0255
 QX0255  STATE/COUNTY-  MT/GALLATIN
 QX0255  USGS QUAD   -  GALLATIN GATEWAY (1987)
 QX0255
 QX0255                         *CURRENT SURVEY CONTROL
 QX0255  ___________________________________________________________________
 QX0255* NAD 83(1986)-  45 36 59.     (N)    111 11 51.     (W)     SCALED    
 QX0255* NAVD 88     -      1480.598  (meters)    4857.60   (feet)  ADJUSTED  
 QX0255  ___________________________________________________________________
 QX0255  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 QX0255  DYNAMIC HT  -        1480.081 (meters)    4855.90  (feet)  COMP
 QX0255  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 QX0255
 QX0255  VERT ORDER  -  FIRST     CLASS II
 QX0255
 QX0255.The horizontal coordinates were scaled from a topographic map and have
 QX0255.an estimated accuracy of +/- 6 seconds.
 QX0255
 QX0255.The orthometric height was determined by differential leveling
 QX0255.and adjusted by the National Geodetic Survey in June 1991..
 QX0255
 QX0255.The geoid height was determined by GEOID03.
 QX0255
 QX0255.The dynamic height is computed by dividing the NAVD 88
 QX0255.geopotential number by the normal gravity value computed on the
 QX0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0255.degrees latitude (g = 980.6199 gals.).
 QX0255
 QX0255.The modeled gravity was interpolated from observed gravity values.
 QX0255
 QX0255;                    North         East    Units  Estimated Accuracy
 QX0255;SPC MT       -   153,290.      467,650.      MT  (+/- 180 meters Scaled)
 QX0255
 QX0255                          SUPERSEDED SURVEY CONTROL
 QX0255
 QX0255  NGVD 29 (??/??/92) 1479.389  (m)         4853.63   (f) ADJ UNCH    1 2
 QX0255
 QX0255.Superseded values are not recommended for survey control.
 QX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0255.See file dsdata.txt to determine how the superseded data were derived.
 QX0255
 QX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR846514(NAD 83)
 QX0255_MARKER: DB = BENCH MARK DISK
 QX0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0255_SP_SET: CULVERT
 QX0255_STAMPING: B 160 1960
 QX0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0255
 QX0255  HISTORY     - Date     Condition        Report By
 QX0255  HISTORY     - 1960     MONUMENTED       CGS
 QX0255  HISTORY     - 1984     MARK NOT FOUND   USGS
 QX0255
 QX0255                          STATION DESCRIPTION
 QX0255
 QX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0255'2.1 MI N FROM GALLATIN GATEWAY.
 QX0255'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 QX0255'GALLATIN GATEWAY, THENCE 1.8 MILES NORTH ALONG U. S. HIGHWAY 191, OR
 QX0255'3.1 MILES SOUTH ALONG U. S. HIGHWAY 191 FROM THE CROSSING OF THE
 QX0255'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT BOZEMAN HOT
 QX0255'SPRINGS, IN SECTION 35, T 2 S, R 4 E, 25 FEET WEST OF THE CENTER LINE
 QX0255'OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 QX0255'WINGWALL OF A CULVERT UNDER THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 QX0255
 QX0255                          STATION RECOVERY (1984)
 QX0255
 QX0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0299 ***********************************************************************
 QX0299  DESIGNATION -  B 161
 QX0299  PID         -  QX0299
 QX0299  STATE/COUNTY-  MT/GALLATIN
 QX0299  USGS QUAD   -  LONE INDIAN PEAK (1986)
 QX0299
 QX0299                         *CURRENT SURVEY CONTROL
 QX0299  ___________________________________________________________________
 QX0299* NAD 83(1986)-  45 11 04.     (N)    111 14 20.     (W)     SCALED    
 QX0299* NAVD 88     -      1898.882  (meters)    6229.92   (feet)  ADJUSTED  
 QX0299  ___________________________________________________________________
 QX0299  GEOID HEIGHT-          -8.92  (meters)                     GEOID03
 QX0299  DYNAMIC HT  -        1897.944 (meters)    6226.84  (feet)  COMP
 QX0299  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 QX0299
 QX0299  VERT ORDER  -  FIRST     CLASS II
 QX0299
 QX0299.The horizontal coordinates were scaled from a topographic map and have
 QX0299.an estimated accuracy of +/- 6 seconds.
 QX0299
 QX0299.The orthometric height was determined by differential leveling
 QX0299.and adjusted by the National Geodetic Survey in June 1991..
 QX0299
 QX0299.The geoid height was determined by GEOID03.
 QX0299
 QX0299.The dynamic height is computed by dividing the NAVD 88
 QX0299.geopotential number by the normal gravity value computed on the
 QX0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0299.degrees latitude (g = 980.6199 gals.).
 QX0299
 QX0299.The modeled gravity was interpolated from observed gravity values.
 QX0299
 QX0299;                    North         East    Units  Estimated Accuracy
 QX0299;SPC MT       -   105,380.      463,360.      MT  (+/- 180 meters Scaled)
 QX0299
 QX0299                          SUPERSEDED SURVEY CONTROL
 QX0299
 QX0299  NGVD 29 (??/??/92) 1897.417  (m)         6225.11   (f) ADJ UNCH    1 2
 QX0299
 QX0299.Superseded values are not recommended for survey control.
 QX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0299.See file dsdata.txt to determine how the superseded data were derived.
 QX0299
 QX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR812034(NAD 83)
 QX0299_MARKER: DB = BENCH MARK DISK
 QX0299_SETTING: 80 = SET IN A BOULDER
 QX0299_SP_SET: BOULDER
 QX0299_STAMPING: B 161 1960
 QX0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0299+STABILITY: SURFACE MOTION
 QX0299
 QX0299  HISTORY     - Date     Condition        Report By
 QX0299  HISTORY     - 1960     MONUMENTED       CGS
 QX0299
 QX0299                          STATION DESCRIPTION
 QX0299
 QX0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0299'6.4 MI N FROM 320 RANCH.
 QX0299'ABOUT 6.4 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE 320 RANCH,
 QX0299'FORMERLY ELDRIDGE, 0.7 MILE SOUTH OF THE RAINBOW RANCH, IN SECTION 33,
 QX0299'R 4 E, T 7 S, SET IN THE TOP OF A BOULDER IN A GROUP OF BOULDERS, 104
 QX0299'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 71 FEET SOUTH OF A
 QX0299'TELEPHONE POLE, ABOUT 2 FEET ABOVE THE HIGHWAY, AND ABOUT 2 FEET ABOVE
 QX0299'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0094 ***********************************************************************
 QX0094  DESIGNATION -  B 162
 QX0094  PID         -  QX0094
 QX0094  STATE/COUNTY-  MT/PARK
 QX0094  USGS QUAD   -  DOME MOUNTAIN (1986)
 QX0094
 QX0094                         *CURRENT SURVEY CONTROL
 QX0094  ___________________________________________________________________
 QX0094* NAD 83(1986)-  45 08 01.     (N)    110 48 39.     (W)     SCALED    
 QX0094* NAVD 88     -      1564.903  (meters)    5134.19   (feet)  POSTED    
 QX0094  ___________________________________________________________________
 QX0094  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 QX0094  DYNAMIC HT  -        1564.200 (meters)    5131.88  (feet)  COMP
 QX0094  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 QX0094
 QX0094  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0094
 QX0094.The horizontal coordinates were scaled from a topographic map and have
 QX0094.an estimated accuracy of +/- 6 seconds.
 QX0094
 QX0094.The orthometric height was determined by differential leveling
 QX0094.and adjusted by the National Geodetic Survey in 1992..
 QX0094.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0094.rate of 0.0 thru 1.0 mm/km.
 QX0094
 QX0094.The geoid height was determined by GEOID03.
 QX0094
 QX0094.The dynamic height is computed by dividing the NAVD 88
 QX0094.geopotential number by the normal gravity value computed on the
 QX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0094.degrees latitude (g = 980.6199 gals.).
 QX0094
 QX0094.The modeled gravity was interpolated from observed gravity values.
 QX0094
 QX0094;                    North         East    Units  Estimated Accuracy
 QX0094;SPC MT       -    99,080.      496,900.      MT  (+/- 180 meters Scaled)
 QX0094
 QX0094                          SUPERSEDED SURVEY CONTROL
 QX0094
 QX0094  NGVD 29 (??/??/92) 1563.663  (m)         5130.12   (f) ADJ UNCH    1 2
 QX0094
 QX0094.Superseded values are not recommended for survey control.
 QX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0094.See file dsdata.txt to determine how the superseded data were derived.
 QX0094
 QX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ148978(NAD 83)
 QX0094_MARKER: DB = BENCH MARK DISK
 QX0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0094_STAMPING: B 162 1960
 QX0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0094+STABILITY: SURFACE MOTION
 QX0094
 QX0094  HISTORY     - Date     Condition        Report By
 QX0094  HISTORY     - 1960     MONUMENTED       CGS
 QX0094
 QX0094                          STATION DESCRIPTION
 QX0094
 QX0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0094'9.1 MI NW FROM GARDINER.
 QX0094'ABOUT 9.1 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0094'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 13, T 8 S, R 7 E, 0.2
 QX0094'MILE NORTHWEST OF MILEPOST 45, 0.4 MILE NORTHWEST OF A HIGH TRESTLE,
 QX0094'50 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 36 FEET NORTHEAST OF THE
 QX0094'CENTER LINE OF A DIRT ROAD, 24 FEET NORTHEAST OF A TELEPHONE POLE, 2
 QX0094'FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 QX0094'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, ABOUT LEVEL WITH THE TRACK,
 QX0094'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0213 ***********************************************************************
 SP0213  DESIGNATION -  B 163
 SP0213  PID         -  SP0213
 SP0213  STATE/COUNTY-  MT/PRAIRIE
 SP0213  USGS QUAD   -  BIG SHEEP MOUNTAIN NW (1983)
 SP0213
 SP0213                         *CURRENT SURVEY CONTROL
 SP0213  ___________________________________________________________________
 SP0213* NAD 83(1986)-  47 09 17.     (N)    105 39 54.     (W)     SCALED    
 SP0213* NAVD 88     -       929.476  (meters)    3049.46   (feet)  ADJUSTED  
 SP0213  ___________________________________________________________________
 SP0213  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SP0213  DYNAMIC HT  -         929.443 (meters)    3049.35  (feet)  COMP
 SP0213  MODELED GRAV-     980,546.2   (mgal)                       NAVD 88
 SP0213
 SP0213  VERT ORDER  -  SECOND    CLASS 0
 SP0213
 SP0213.The horizontal coordinates were scaled from a topographic map and have
 SP0213.an estimated accuracy of +/- 6 seconds.
 SP0213
 SP0213.The orthometric height was determined by differential leveling
 SP0213.and adjusted by the National Geodetic Survey in June 1991..
 SP0213
 SP0213.The geoid height was determined by GEOID03.
 SP0213
 SP0213.The dynamic height is computed by dividing the NAVD 88
 SP0213.geopotential number by the normal gravity value computed on the
 SP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0213.degrees latitude (g = 980.6199 gals.).
 SP0213
 SP0213.The modeled gravity was interpolated from observed gravity values.
 SP0213
 SP0213;                    North         East    Units  Estimated Accuracy
 SP0213;SPC MT       -   329,880.      890,540.      MT  (+/- 180 meters Scaled)
 SP0213
 SP0213                          SUPERSEDED SURVEY CONTROL
 SP0213
 SP0213  NGVD 29 (??/??/92)  928.836  (m)         3047.36   (f) ADJ UNCH    2 0
 SP0213
 SP0213.Superseded values are not recommended for survey control.
 SP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0213.See file dsdata.txt to determine how the superseded data were derived.
 SP0213
 SP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN495225(NAD 83)
 SP0213_MARKER: DB = BENCH MARK DISK
 SP0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0213_STAMPING: B 163 1934
 SP0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0213+STABILITY: SURFACE MOTION
 SP0213
 SP0213  HISTORY     - Date     Condition        Report By
 SP0213  HISTORY     - 1934     MONUMENTED       CGS
 SP0213  HISTORY     - 1977     GOOD             USGS
 SP0213
 SP0213                          STATION DESCRIPTION
 SP0213
 SP0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0213'3.7 MI NW FROM OLANDA.
 SP0213'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM OLANDA, 100 YARDS
 SP0213'SOUTHWEST OF A FENCE, AND 52 YARDS NORTHEAST OF THE CENTERLINE OF THE
 SP0213'HIGHWAY.  A STANDARD DISK, STAMPED B 163 1934 AND SET IN THE TOP OF A
 SP0213'CONCRETE POST.
 SP0213
 SP0213                          STATION RECOVERY (1977)
 SP0213
 SP0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0213'BROCKWAY, 2 MILES EAST OF AND 10 MILES SOUTH OF, BY GRAVEL ROAD. IN
 SP0213'SECTION 8, T. 16 N., R. 48 E., NEAR THE S END OF A GRAIN FIELD. ABOUT
 SP0213'100 FEET N OF AN EAST-WEST FENCE IN THE CULTIVATED FIELD. ABOUT 160
 SP0213'FEET E OF THE ROAD. SET IN THE TOP OF A CONCRETE POST, A STANDARD
 SP0213'TABLET STAMPED B 163 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0116 ***********************************************************************
 SP0116  DESIGNATION -  B 164
 SP0116  PID         -  SP0116
 SP0116  STATE/COUNTY-  MT/MCCONE
 SP0116  USGS QUAD   -  BEERY RESERVOIR (1983)
 SP0116
 SP0116                         *CURRENT SURVEY CONTROL
 SP0116  ___________________________________________________________________
 SP0116* NAD 83(1986)-  47 38 51.     (N)    105 29 31.     (W)     SCALED    
 SP0116* NAVD 88     -       758.195  (meters)    2487.51   (feet)  ADJUSTED  
 SP0116  ___________________________________________________________________
 SP0116  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 SP0116  DYNAMIC HT  -         758.235 (meters)    2487.64  (feet)  COMP
 SP0116  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 SP0116
 SP0116  VERT ORDER  -  SECOND    CLASS 0
 SP0116
 SP0116.The horizontal coordinates were scaled from a topographic map and have
 SP0116.an estimated accuracy of +/- 6 seconds.
 SP0116
 SP0116.The orthometric height was determined by differential leveling
 SP0116.and adjusted by the National Geodetic Survey in June 1991..
 SP0116
 SP0116.The geoid height was determined by GEOID03.
 SP0116
 SP0116.The dynamic height is computed by dividing the NAVD 88
 SP0116.geopotential number by the normal gravity value computed on the
 SP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0116.degrees latitude (g = 980.6199 gals.).
 SP0116
 SP0116.The modeled gravity was interpolated from observed gravity values.
 SP0116
 SP0116;                    North         East    Units  Estimated Accuracy
 SP0116;SPC MT       -   385,220.      900,840.      MT  (+/- 180 meters Scaled)
 SP0116
 SP0116                          SUPERSEDED SURVEY CONTROL
 SP0116
 SP0116  NGVD 29 (??/??/92)  757.606  (m)         2485.58   (f) ADJ UNCH    2 0
 SP0116
 SP0116.Superseded values are not recommended for survey control.
 SP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0116.See file dsdata.txt to determine how the superseded data were derived.
 SP0116
 SP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN630772(NAD 83)
 SP0116_MARKER: DB = BENCH MARK DISK
 SP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0116_STAMPING: B 164 1934
 SP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0116+STABILITY: SURFACE MOTION
 SP0116
 SP0116  HISTORY     - Date     Condition        Report By
 SP0116  HISTORY     - 1934     MONUMENTED       CGS
 SP0116  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0116
 SP0116                          STATION DESCRIPTION
 SP0116
 SP0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0116'17 MI NE FROM CIRCLE.
 SP0116'17 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM CIRCLE, MCCONE COUNTY,
 SP0116'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 13, 30 FEET SOUTHWEST OF THE
 SP0116'CENTERLINE OF STATE HIGHWAY 13, AND 3 FEET NORTHEAST OF THE
 SP0116'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 164 1934 AND SET IN
 SP0116'THE TOP OF A CONCRETE POST.
 SP0116
 SP0116                          STATION RECOVERY (1977)
 SP0116
 SP0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0731 ***********************************************************************
 SS0731  DESIGNATION -  B 165
 SS0731  PID         -  SS0731
 SS0731  STATE/COUNTY-  MT/CASCADE
 SS0731  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0731
 SS0731                         *CURRENT SURVEY CONTROL
 SS0731  ___________________________________________________________________
 SS0731* NAD 83(1986)-  47 27 47.     (N)    111 18 08.     (W)     SCALED    
 SS0731* NAVD 88     -      1014.599  (meters)    3328.73   (feet)  ADJUSTED  
 SS0731  ___________________________________________________________________
 SS0731  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS0731  DYNAMIC HT  -        1014.524 (meters)    3328.48  (feet)  COMP
 SS0731  MODELED GRAV-     980,504.1   (mgal)                       NAVD 88
 SS0731
 SS0731  VERT ORDER  -  FIRST     CLASS II
 SS0731
 SS0731.The horizontal coordinates were scaled from a topographic map and have
 SS0731.an estimated accuracy of +/- 6 seconds.
 SS0731
 SS0731.The orthometric height was determined by differential leveling
 SS0731.and adjusted by the National Geodetic Survey in June 1991..
 SS0731
 SS0731.The geoid height was determined by GEOID03.
 SS0731
 SS0731.The dynamic height is computed by dividing the NAVD 88
 SS0731.geopotential number by the normal gravity value computed on the
 SS0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0731.degrees latitude (g = 980.6199 gals.).
 SS0731
 SS0731.The modeled gravity was interpolated from observed gravity values.
 SS0731
 SS0731;                    North         East    Units  Estimated Accuracy
 SS0731;SPC MT       -   358,590.      464,210.      MT  (+/- 180 meters Scaled)
 SS0731
 SS0731                          SUPERSEDED SURVEY CONTROL
 SS0731
 SS0731  NGVD 29 (??/??/92) 1013.691  (m)         3325.75   (f) ADJ UNCH    1 2
 SS0731
 SS0731.Superseded values are not recommended for survey control.
 SS0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0731.See file dsdata.txt to determine how the superseded data were derived.
 SS0731
 SS0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT772566(NAD 83)
 SS0731_MARKER: DB = BENCH MARK DISK
 SS0731_SETTING: 66 = SET IN ROCK OUTCROP
 SS0731_SP_SET: ROCK LEDGE
 SS0731_STAMPING: B 165 1961
 SS0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0731+STABILITY: POSITION/ELEVATION WELL
 SS0731
 SS0731  HISTORY     - Date     Condition        Report By
 SS0731  HISTORY     - 1961     MONUMENTED       CGS
 SS0731
 SS0731                          STATION DESCRIPTION
 SS0731
 SS0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0731'3.6 MI S FROM GREAT FALLS.
 SS0731'ABOUT 3.6 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0731'STATION AT GREAT FALLS, 10 POLES EAST OF MILEPOST 221, 48 FEET NORTH
 SS0731'OF THE NORTH RAIL, SET IN THE TOP OF A ROCK LEDGE AND AT THE FOOT OF
 SS0731'THE SOUTHEAST SLOPE OF A HILL, 55 FEET NORTHEAST OF THE TENTH POLE
 SS0731'EAST OF MILEPOST 221, 1 1/2 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH
 SS0731'THE TRACK, AND PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0365 ***********************************************************************
 SS0365  DESIGNATION -  B 166
 SS0365  PID         -  SS0365
 SS0365  STATE/COUNTY-  MT/CASCADE
 SS0365  USGS QUAD   -  BLYTHE (1982)
 SS0365
 SS0365                         *CURRENT SURVEY CONTROL
 SS0365  ___________________________________________________________________
 SS0365* NAD 83(1986)-  47 17 29.     (N)    110 49 21.     (W)     SCALED    
 SS0365* NAVD 88     -      1167.610  (meters)    3830.73   (feet)  ADJUSTED  
 SS0365  ___________________________________________________________________
 SS0365  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 SS0365  DYNAMIC HT  -        1167.472 (meters)    3830.28  (feet)  COMP
 SS0365  MODELED GRAV-     980,454.6   (mgal)                       NAVD 88
 SS0365
 SS0365  VERT ORDER  -  FIRST     CLASS II
 SS0365
 SS0365.The horizontal coordinates were scaled from a topographic map and have
 SS0365.an estimated accuracy of +/- 6 seconds.
 SS0365
 SS0365.The orthometric height was determined by differential leveling
 SS0365.and adjusted by the National Geodetic Survey in June 1991..
 SS0365
 SS0365.The geoid height was determined by GEOID03.
 SS0365
 SS0365.The dynamic height is computed by dividing the NAVD 88
 SS0365.geopotential number by the normal gravity value computed on the
 SS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0365.degrees latitude (g = 980.6199 gals.).
 SS0365
 SS0365.The modeled gravity was interpolated from observed gravity values.
 SS0365
 SS0365;                    North         East    Units  Estimated Accuracy
 SS0365;SPC MT       -   338,800.      500,030.      MT  (+/- 180 meters Scaled)
 SS0365
 SS0365                          SUPERSEDED SURVEY CONTROL
 SS0365
 SS0365  NGVD 29 (??/??/92) 1166.662  (m)         3827.62   (f) ADJ UNCH    1 2
 SS0365
 SS0365.Superseded values are not recommended for survey control.
 SS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0365.See file dsdata.txt to determine how the superseded data were derived.
 SS0365
 SS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT134375(NAD 83)
 SS0365_MARKER: DB = BENCH MARK DISK
 SS0365_SETTING: 0 = UNSPECIFIED SETTING
 SS0365_STAMPING: B 166 1961
 SS0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0365
 SS0365  HISTORY     - Date     Condition        Report By
 SS0365  HISTORY     - 1961     MONUMENTED       CGS
 SS0365
 SS0365                          STATION DESCRIPTION
 SS0365
 SS0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0365'4.55 MI NW FROM RAYNESFORD.
 SS0365'ABOUT 4.55 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0365'STATION AT RAYNESFORD, IN SECTION 27, T 18 N, R 7 E, 12 POLES
 SS0365'SOUTHEAST OF MILEPOST 188, 86 FEET NORTH OF THE CENTER LINE OF U. S.
 SS0365'HIGHWAY 87, 7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT BELOW THE
 SS0365'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0377 ***********************************************************************
 SR0377  DESIGNATION -  B 168
 SR0377  PID         -  SR0377
 SR0377  STATE/COUNTY-  MT/FERGUS
 SR0377  USGS QUAD   -  BROOKS (1985)
 SR0377
 SR0377                         *CURRENT SURVEY CONTROL
 SR0377  ___________________________________________________________________
 SR0377* NAD 83(1986)-  47 14 25.     (N)    109 23 39.     (W)     SCALED    
 SR0377* NAVD 88     -      1206.936  (meters)    3959.76   (feet)  ADJUSTED  
 SR0377  ___________________________________________________________________
 SR0377  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 SR0377  DYNAMIC HT  -        1206.818 (meters)    3959.37  (feet)  COMP
 SR0377  MODELED GRAV-     980,472.7   (mgal)                       NAVD 88
 SR0377
 SR0377  VERT ORDER  -  FIRST     CLASS II
 SR0377
 SR0377.The horizontal coordinates were scaled from a topographic map and have
 SR0377.an estimated accuracy of +/- 6 seconds.
 SR0377
 SR0377.The orthometric height was determined by differential leveling
 SR0377.and adjusted by the National Geodetic Survey in June 1991..
 SR0377
 SR0377.The geoid height was determined by GEOID03.
 SR0377
 SR0377.The dynamic height is computed by dividing the NAVD 88
 SR0377.geopotential number by the normal gravity value computed on the
 SR0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0377.degrees latitude (g = 980.6199 gals.).
 SR0377
 SR0377.The modeled gravity was interpolated from observed gravity values.
 SR0377
 SR0377;                    North         East    Units  Estimated Accuracy
 SR0377;SPC MT       -   332,280.      608,010.      MT  (+/- 180 meters Scaled)
 SR0377
 SR0377                          SUPERSEDED SURVEY CONTROL
 SR0377
 SR0377  NGVD 29 (??/??/92) 1206.061  (m)         3956.89   (f) ADJ UNCH    1 2
 SR0377
 SR0377.Superseded values are not recommended for survey control.
 SR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0377.See file dsdata.txt to determine how the superseded data were derived.
 SR0377
 SR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT215331(NAD 83)
 SR0377_MARKER: DB = BENCH MARK DISK
 SR0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0377_STAMPING: B 168 1961
 SR0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0377+STABILITY: SURFACE MOTION
 SR0377
 SR0377  HISTORY     - Date     Condition        Report By
 SR0377  HISTORY     - 1961     MONUMENTED       CGS
 SR0377
 SR0377                          STATION DESCRIPTION
 SR0377
 SR0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0377'2.15 MI SW FROM HILGER.
 SR0377'ABOUT 2.15 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0377'PACIFIC RAILROAD FROM THE STATION AT HILGER, IN SECTION 14, T 17 N, R
 SR0377'18 E, 100 YARDS EAST OF A DOUBLE TUBULAR CONCRETE CULVERT UNDER THE
 SR0377'TRACK, 29 FEET SOUTH OF MILEPOST 15, 47 FEET SOUTH OF THE SOUTH RAIL,
 SR0377'1 FOOT NORTH OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT
 SR0377'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SR0377'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0565 ***********************************************************************
 SR0565  DESIGNATION -  B 169
 SR0565  PID         -  SR0565
 SR0565  STATE/COUNTY-  MT/JUDITH BASIN
 SR0565  USGS QUAD   -  MOCCASIN (1970)
 SR0565
 SR0565                         *CURRENT SURVEY CONTROL
 SR0565  ___________________________________________________________________
 SR0565* NAD 83(1986)-  47 03 31.     (N)    109 52 56.     (W)     SCALED    
 SR0565* NAVD 88     -      1259.502  (meters)    4132.22   (feet)  ADJUSTED  
 SR0565  ___________________________________________________________________
 SR0565  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 SR0565  DYNAMIC HT  -        1259.318 (meters)    4131.61  (feet)  COMP
 SR0565  MODELED GRAV-     980,423.1   (mgal)                       NAVD 88
 SR0565
 SR0565  VERT ORDER  -  FIRST     CLASS II
 SR0565
 SR0565.The horizontal coordinates were scaled from a topographic map and have
 SR0565.an estimated accuracy of +/- 6 seconds.
 SR0565
 SR0565.The orthometric height was determined by differential leveling
 SR0565.and adjusted by the National Geodetic Survey in June 1991..
 SR0565
 SR0565.The geoid height was determined by GEOID03.
 SR0565
 SR0565.The dynamic height is computed by dividing the NAVD 88
 SR0565.geopotential number by the normal gravity value computed on the
 SR0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0565.degrees latitude (g = 980.6199 gals.).
 SR0565
 SR0565.The modeled gravity was interpolated from observed gravity values.
 SR0565
 SR0565;                    North         East    Units  Estimated Accuracy
 SR0565;SPC MT       -   312,160.      570,980.      MT  (+/- 180 meters Scaled)
 SR0565
 SR0565                          SUPERSEDED SURVEY CONTROL
 SR0565
 SR0565  NGVD 29 (??/??/92) 1258.570  (m)         4129.16   (f) ADJ UNCH    1 2
 SR0565
 SR0565.Superseded values are not recommended for survey control.
 SR0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0565.See file dsdata.txt to determine how the superseded data were derived.
 SR0565
 SR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT848122(NAD 83)
 SR0565_MARKER: DB = BENCH MARK DISK
 SR0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0565_STAMPING: B 169 1961
 SR0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0565+STABILITY: SURFACE MOTION
 SR0565
 SR0565  HISTORY     - Date     Condition        Report By
 SR0565  HISTORY     - 1961     MONUMENTED       CGS
 SR0565
 SR0565                          STATION DESCRIPTION
 SR0565
 SR0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0565'1.1 MI NE FROM MOCCASIN.
 SR0565'ABOUT 1.1 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0565'STATION AT MOCCASIN, IN SECTION 18, T 15 N, R 15 E, 3 POLES NORTHEAST
 SR0565'OF MILEPOST 1, 96 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 103 FEET
 SR0565'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 58 FEET EAST OF THE CENTER
 SR0565'LINE OF THE ROAD, 150 FEET SOUTH OF AND ACROSS THE TRACK FROM THE
 SR0565'THIRD POLE NORTHEAST OF MILEPOST 1, 2 FEET NORTHWEST OF A FENCE, 1.2
 SR0565'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL
 SR0565'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SR0565'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0461 ***********************************************************************
 SR0461  DESIGNATION -  B 171
 SR0461  PID         -  SR0461
 SR0461  STATE/COUNTY-  MT/FERGUS
 SR0461  USGS QUAD   -  FERGUS (1985)
 SR0461
 SR0461                         *CURRENT SURVEY CONTROL
 SR0461  ___________________________________________________________________
 SR0461* NAD 83(1986)-  47 19 35.     (N)    109 05 00.     (W)     SCALED    
 SR0461* NAVD 88     -      1158.520  (meters)    3800.91   (feet)  ADJUSTED  
 SR0461  ___________________________________________________________________
 SR0461  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 SR0461  DYNAMIC HT  -        1158.429 (meters)    3800.61  (feet)  COMP
 SR0461  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 SR0461
 SR0461  VERT ORDER  -  FIRST     CLASS II
 SR0461
 SR0461.The horizontal coordinates were scaled from a topographic map and have
 SR0461.an estimated accuracy of +/- 6 seconds.
 SR0461
 SR0461.The orthometric height was determined by differential leveling
 SR0461.and adjusted by the National Geodetic Survey in June 1991..
 SR0461
 SR0461.The geoid height was determined by GEOID03.
 SR0461
 SR0461.The dynamic height is computed by dividing the NAVD 88
 SR0461.geopotential number by the normal gravity value computed on the
 SR0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0461.degrees latitude (g = 980.6199 gals.).
 SR0461
 SR0461.The modeled gravity was interpolated from observed gravity values.
 SR0461
 SR0461;                    North         East    Units  Estimated Accuracy
 SR0461;SPC MT       -   341,930.      631,480.      MT  (+/- 180 meters Scaled)
 SR0461
 SR0461                          SUPERSEDED SURVEY CONTROL
 SR0461
 SR0461  NGVD 29 (??/??/92) 1157.690  (m)         3798.19   (f) ADJ UNCH    1 2
 SR0461
 SR0461.Superseded values are not recommended for survey control.
 SR0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0461.See file dsdata.txt to determine how the superseded data were derived.
 SR0461
 SR0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT448432(NAD 83)
 SR0461_MARKER: DB = BENCH MARK DISK
 SR0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0461_SP_SET: 8 FT.
 SR0461_STAMPING: B 171 1961
 SR0461_PROJECTION: PROJECTING 1 CENTIMETERS
 SR0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0461_ROD/PIPE-DEPTH: 2.4  meters
 SR0461
 SR0461  HISTORY     - Date     Condition        Report By
 SR0461  HISTORY     - 1961     MONUMENTED       CGS
 SR0461  HISTORY     - 1979     GOOD             USGS
 SR0461  HISTORY     - 1980     GOOD             NGS
 SR0461
 SR0461                          STATION DESCRIPTION
 SR0461
 SR0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0461'0.15 MI SW FROM FERGUS.
 SR0461'ABOUT 0.15 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0461'PACIFIC RAILROAD FROM THE STORE AND POST OFFICE AT FERGUS, IN THE
 SR0461'NORTHEAST CORNER OF SECTION 18, T 18 N, R 21 E, 94 FEET NORTHWEST OF
 SR0461'THE NORTHWEST RAIL, 11 RAILS SOUTHWEST OF THE CENTER OF THE CROSSING
 SR0461'OF STATE HIGHWAY 19, 141 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SR0461'HIGHWAY, 41 FEET NORTH OF A POWER POLE, 30 FEET SOUTHWEST OF A FENCE
 SR0461'CORNER, 1 FOOT NORTHWEST OF A FENCE, 2.7 FEET SOUTHEAST OF A METAL
 SR0461'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON
 SR0461'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8
 SR0461'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 7 INCHES.
 SR0461
 SR0461                          STATION RECOVERY (1979)
 SR0461
 SR0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0461'ABOUT 0.15 MILE SOUTHWEST ALONG THE ABANDONED CHICAGO MILWAUKEE, ST.
 SR0461'PAUL AND PACIFIC RAILROAD GRADE, FROM THE STORE AND POST OFFICE AT
 SR0461'FERGUS, IN THE NORTHWEST CORNER OF SECTION 18, T18N, R21E, 97 FEET
 SR0461'NORTHWEST FROM THE CENTERLINE OF THE RAILROAD GRADE, 141 FEET
 SR0461'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 41 FEET NORTH OF A POWER
 SR0461'POLE, 30 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A
 SR0461'FENCE, 2.7 FEET SOUTHEAST OF A METAL WITNESS POST, A DISK ON THE TOP
 SR0461'OF A 5/8 INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF EIGHT
 SR0461'FEET AND IS ENCASED IN A SIX INCH TILE THAT PROJECTS 7 INCHES.
 SR0461
 SR0461                          STATION RECOVERY (1980)
 SR0461
 SR0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0461'0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 SR0461'ROY, THENCE 10.6 KM (6.6 MI) WEST ALONG U.S. HIGHWAY 191, 0.2 KM
 SR0461'(0.15 MI) SOUTHWEST OF THE OLD ABANDONED STORE AND POST OFFICE AT
 SR0461'FERGUS, 43.0 METERS (141.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 SR0461'HIGHWAY, 28.7 METERS (94.0 FT) WEST OF THE CENTER OF AN
 SR0461'ABANDONED RAILROAD GRADE, 12.5 METERS (41.0 FT) NORTH OF A UTILITY
 SR0461'POLE, 0.1 METERS (30.0 FT) WEST OF A FENCE CORNER, AND 0.3
 SR0461'METER (1.0 FT) NORTH OF A FENCE.
 SR0461'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 SR0461'THE MARK IS 0.2 M BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0158 ***********************************************************************
 SR0158  DESIGNATION -  B 172
 SR0158  PID         -  SR0158
 SR0158  STATE/COUNTY-  MT/FERGUS
 SR0158  USGS QUAD   -  GRASS RANGE (1986)
 SR0158
 SR0158                         *CURRENT SURVEY CONTROL
 SR0158  ___________________________________________________________________
 SR0158* NAD 83(1986)-  47 02 26.     (N)    108 47 59.     (W)     SCALED    
 SR0158* NAVD 88     -      1052.180  (meters)    3452.03   (feet)  ADJUSTED  
 SR0158  ___________________________________________________________________
 SR0158  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 SR0158  DYNAMIC HT  -        1052.092 (meters)    3451.74  (feet)  COMP
 SR0158  MODELED GRAV-     980,493.4   (mgal)                       NAVD 88
 SR0158
 SR0158  VERT ORDER  -  SECOND    CLASS 0
 SR0158
 SR0158.The horizontal coordinates were scaled from a topographic map and have
 SR0158.an estimated accuracy of +/- 6 seconds.
 SR0158
 SR0158.The orthometric height was determined by differential leveling
 SR0158.and adjusted by the National Geodetic Survey in June 1991..
 SR0158
 SR0158.The geoid height was determined by GEOID03.
 SR0158
 SR0158.The dynamic height is computed by dividing the NAVD 88
 SR0158.geopotential number by the normal gravity value computed on the
 SR0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0158.degrees latitude (g = 980.6199 gals.).
 SR0158
 SR0158.The modeled gravity was interpolated from observed gravity values.
 SR0158
 SR0158;                    North         East    Units  Estimated Accuracy
 SR0158;SPC MT       -   310,320.      653,190.      MT  (+/- 180 meters Scaled)
 SR0158
 SR0158                          SUPERSEDED SURVEY CONTROL
 SR0158
 SR0158  NGVD 29 (??/??/92) 1051.387  (m)         3449.43   (f) ADJ UNCH    2 0
 SR0158
 SR0158.Superseded values are not recommended for survey control.
 SR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0158.See file dsdata.txt to determine how the superseded data were derived.
 SR0158
 SR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT671120(NAD 83)
 SR0158_MARKER: DB = BENCH MARK DISK
 SR0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0158_STAMPING: B 172 1961
 SR0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0158+STABILITY: SURFACE MOTION
 SR0158
 SR0158  HISTORY     - Date     Condition        Report By
 SR0158  HISTORY     - 1961     MONUMENTED       CGS
 SR0158
 SR0158                          STATION DESCRIPTION
 SR0158
 SR0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0158'0.85 MI N FROM GRASS RANGE.
 SR0158'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0158'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, IN SECTION 22, T 15
 SR0158'N, R 23 E, 0.15 MILE EAST OF STATE HIGHWAY 19, 50 FEET WEST OF THE
 SR0158'WEST RAIL, 269 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 20
 SR0158'AT A LONG CURVE, 75 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD
 SR0158'CROSSING, 68 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 12 1/2 FEET
 SR0158'SOUTH OF A POWER POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2
 SR0158'1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 SR0158'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0192 ***********************************************************************
 SR0192  DESIGNATION -  B 173
 SR0192  PID         -  SR0192
 SR0192  STATE/COUNTY-  MT/FERGUS
 SR0192  USGS QUAD   -  SLOAN RESERVOIR (1985)
 SR0192
 SR0192                         *CURRENT SURVEY CONTROL
 SR0192  ___________________________________________________________________
 SR0192* NAD 83(1986)-  47 23 11.     (N)    108 44 26.     (W)     SCALED    
 SR0192* NAVD 88     -       947.806  (meters)    3109.59   (feet)  ADJUSTED  
 SR0192  ___________________________________________________________________
 SR0192  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SR0192  DYNAMIC HT  -         947.784 (meters)    3109.52  (feet)  COMP
 SR0192  MODELED GRAV-     980,556.8   (mgal)                       NAVD 88
 SR0192
 SR0192  VERT ORDER  -  SECOND    CLASS 0
 SR0192
 SR0192.The horizontal coordinates were scaled from a topographic map and have
 SR0192.an estimated accuracy of +/- 6 seconds.
 SR0192
 SR0192.The orthometric height was determined by differential leveling
 SR0192.and adjusted by the National Geodetic Survey in June 1991..
 SR0192
 SR0192.The geoid height was determined by GEOID03.
 SR0192
 SR0192.The dynamic height is computed by dividing the NAVD 88
 SR0192.geopotential number by the normal gravity value computed on the
 SR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0192.degrees latitude (g = 980.6199 gals.).
 SR0192
 SR0192.The modeled gravity was interpolated from observed gravity values.
 SR0192
 SR0192;                    North         East    Units  Estimated Accuracy
 SR0192;SPC MT       -   348,790.      657,310.      MT  (+/- 180 meters Scaled)
 SR0192
 SR0192                          SUPERSEDED SURVEY CONTROL
 SR0192
 SR0192  NGVD 29 (??/??/92)  947.029  (m)         3107.04   (f) ADJ UNCH    2 0
 SR0192
 SR0192.Superseded values are not recommended for survey control.
 SR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0192.See file dsdata.txt to determine how the superseded data were derived.
 SR0192
 SR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT705505(NAD 83)
 SR0192_MARKER: DB = BENCH MARK DISK
 SR0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0192_STAMPING: B 173 1961
 SR0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0192+STABILITY: SURFACE MOTION
 SR0192
 SR0192  HISTORY     - Date     Condition        Report By
 SR0192  HISTORY     - 1961     MONUMENTED       CGS
 SR0192
 SR0192                          STATION DESCRIPTION
 SR0192
 SR0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0192'13.1 MI NE FROM ROY.
 SR0192'ABOUT 7.6 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO MILWAUKEE,
 SR0192'ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 4.0 MILES
 SR0192'NORTHEAST ALONG STATE HIGHWAY 19, THENCE 0.55 MILE NORTHEAST ALONG AN
 SR0192'ABANDONED GRAVELED ROAD, THENCE 0.95 MILE SOUTH ALONG A DIM TRAIL ROAD
 SR0192'PARALLELING THE EAST SIDE OF A FENCE, IN SECTION 25, T 19 N, R 23 E,
 SR0192'0.25 MILE SOUTHWEST OF 4 TREES ON THE NORTH SIDE OF A SMALL POND, 0.15
 SR0192'MILE NORTH OF A STEEP HILL, 96 FEET SOUTH OF A T-FENCE CORNER POST
 SR0192'WITH A FENCE LEADING WEST, 50 FEET SOUTH OF A T-FENCE CORNER POST WITH
 SR0192'A FENCE LEADING EAST, 12 FEET WEST OF A DIM TRAIL ROAD, 1 1/2 FEET
 SR0192'EAST OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 SR0192'WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SR0192'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0513 ***********************************************************************
 SR0513  DESIGNATION -  B 174
 SR0513  PID         -  SR0513
 SR0513  STATE/COUNTY-  MT/FERGUS
 SR0513  USGS QUAD   -  HILGER NW (1985)
 SR0513
 SR0513                         *CURRENT SURVEY CONTROL
 SR0513  ___________________________________________________________________
 SR0513* NAD 83(1986)-  47 28 49.     (N)    109 28 27.     (W)     SCALED    
 SR0513* NAVD 88     -       995.423  (meters)    3265.82   (feet)  ADJUSTED  
 SR0513  ___________________________________________________________________
 SR0513  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 SR0513  DYNAMIC HT  -         995.382 (meters)    3265.68  (feet)  COMP
 SR0513  MODELED GRAV-     980,537.4   (mgal)                       NAVD 88
 SR0513
 SR0513  VERT ORDER  -  SECOND    CLASS 0
 SR0513
 SR0513.The horizontal coordinates were scaled from a topographic map and have
 SR0513.an estimated accuracy of +/- 6 seconds.
 SR0513
 SR0513.The orthometric height was determined by differential leveling
 SR0513.and adjusted by the National Geodetic Survey in June 1991..
 SR0513
 SR0513.The geoid height was determined by GEOID03.
 SR0513
 SR0513.The dynamic height is computed by dividing the NAVD 88
 SR0513.geopotential number by the normal gravity value computed on the
 SR0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0513.degrees latitude (g = 980.6199 gals.).
 SR0513
 SR0513.The modeled gravity was interpolated from observed gravity values.
 SR0513
 SR0513;                    North         East    Units  Estimated Accuracy
 SR0513;SPC MT       -   358,940.      601,950.      MT  (+/- 180 meters Scaled)
 SR0513
 SR0513                          SUPERSEDED SURVEY CONTROL
 SR0513
 SR0513  NGVD 29 (??/??/92)  994.600  (m)         3263.12   (f) ADJ UNCH    2 0
 SR0513
 SR0513.Superseded values are not recommended for survey control.
 SR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0513.See file dsdata.txt to determine how the superseded data were derived.
 SR0513
 SR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT149596(NAD 83)
 SR0513_MARKER: DB = BENCH MARK DISK
 SR0513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0513_SP_SET: 14 FT.
 SR0513_STAMPING: B 174 1961
 SR0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0513
 SR0513  HISTORY     - Date     Condition        Report By
 SR0513  HISTORY     - 1961     MONUMENTED       CGS
 SR0513
 SR0513                          STATION DESCRIPTION
 SR0513
 SR0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0513'6.55 MI W FROM SUFFOLK.
 SR0513'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0513'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0513'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 30, T 20 N, R
 SR0513'18 E, 0.15 MILE SOUTHEAST OF A FARMHOUSE ON THE CREST OF A HILL, 103
 SR0513'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND A
 SR0513'GRAVELED ROAD LEADING NORTHWEST, 64 FEET WEST OF THE CENTER LINE OF
 SR0513'THE GRAVELED ROAD LEADING SOUTH, 59 FEET SOUTH OF THE CENTER LINE OF
 SR0513'THE ROAD, 31 FEET WEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A
 SR0513'WOVENWIRE FENCE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 SR0513'WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 SR0513'IS DRIVEN TO A DEPTH OF 14 FEET AND ENCASED IN A 6-INCH TILE WHICH
 SR0513'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0197 ***********************************************************************
 SS0197  DESIGNATION -  B 175
 SS0197  PID         -  SS0197
 SS0197  STATE/COUNTY-  MT/JUDITH BASIN
 SS0197  USGS QUAD   -  GEYSER (1979)
 SS0197
 SS0197                         *CURRENT SURVEY CONTROL
 SS0197  ___________________________________________________________________
 SS0197* NAD 83(1986)-  47 17 11.     (N)    110 29 14.     (W)     SCALED    
 SS0197* NAVD 88     -      1238.167  (meters)    4062.22   (feet)  ADJUSTED  
 SS0197  ___________________________________________________________________
 SS0197  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 SS0197  DYNAMIC HT  -        1238.017 (meters)    4061.73  (feet)  COMP
 SS0197  MODELED GRAV-     980,448.3   (mgal)                       NAVD 88
 SS0197
 SS0197  VERT ORDER  -  SECOND    CLASS 0
 SS0197
 SS0197.The horizontal coordinates were scaled from a topographic map and have
 SS0197.an estimated accuracy of +/- 6 seconds.
 SS0197
 SS0197.The orthometric height was determined by differential leveling
 SS0197.and adjusted by the National Geodetic Survey in June 1991..
 SS0197
 SS0197.The geoid height was determined by GEOID03.
 SS0197
 SS0197.The dynamic height is computed by dividing the NAVD 88
 SS0197.geopotential number by the normal gravity value computed on the
 SS0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0197.degrees latitude (g = 980.6199 gals.).
 SS0197
 SS0197.The modeled gravity was interpolated from observed gravity values.
 SS0197
 SS0197;                    North         East    Units  Estimated Accuracy
 SS0197;SPC MT       -   337,870.      525,360.      MT  (+/- 180 meters Scaled)
 SS0197
 SS0197                          SUPERSEDED SURVEY CONTROL
 SS0197
 SS0197  NGVD 29 (??/??/92) 1237.232  (m)         4059.15   (f) ADJ UNCH    2 0
 SS0197
 SS0197.Superseded values are not recommended for survey control.
 SS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0197.See file dsdata.txt to determine how the superseded data were derived.
 SS0197
 SS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT387371(NAD 83)
 SS0197_MARKER: DB = BENCH MARK DISK
 SS0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0197_STAMPING: B 175 1961
 SS0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0197+STABILITY: SURFACE MOTION
 SS0197
 SS0197  HISTORY     - Date     Condition        Report By
 SS0197  HISTORY     - 1961     MONUMENTED       CGS
 SS0197
 SS0197                          STATION DESCRIPTION
 SS0197
 SS0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0197'1.95 MI N FROM GEYSER.
 SS0197'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0197'AT GEYSER, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0197'29, T 18 N, R 10 E, 48 FEET WEST OF THE CENTER LINE OF THE ROAD, 111
 SS0197'FEET NORTH OF A TELEPHONE POLE, 32 FEET WEST-SOUTHWEST OF THE WEST END
 SS0197'OF AN 18-INCH TUBULAR CULVERT, 2 FEET EAST OF A FENCE, 1.8 FEET WEST
 SS0197'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SS0197'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0463 ***********************************************************************
 RV0463  DESIGNATION -  B 176
 RV0463  PID         -  RV0463
 RV0463  STATE/COUNTY-  MT/FERGUS
 RV0463  USGS QUAD   -  MOORE (1970)
 RV0463
 RV0463                         *CURRENT SURVEY CONTROL
 RV0463  ___________________________________________________________________
 RV0463* NAD 83(1986)-  46 59 02.     (N)    109 44 43.     (W)     SCALED    
 RV0463* NAVD 88     -      1222.072  (meters)    4009.41   (feet)  ADJUSTED  
 RV0463  ___________________________________________________________________
 RV0463  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 RV0463  DYNAMIC HT  -        1221.895 (meters)    4008.83  (feet)  COMP
 RV0463  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 RV0463  OBS GRAVITY -     980,425.2   (mgal)                       GRAV_OBS
 RV0463
 RV0463  VERT ORDER  -  FIRST     CLASS II
 RV0463
 RV0463.The horizontal coordinates were scaled from a topographic map and have
 RV0463.an estimated accuracy of +/- 6 seconds.
 RV0463
 RV0463.The orthometric height was determined by differential leveling
 RV0463.and adjusted by the National Geodetic Survey in June 1991..
 RV0463
 RV0463.The geoid height was determined by GEOID03.
 RV0463
 RV0463.The dynamic height is computed by dividing the NAVD 88
 RV0463.geopotential number by the normal gravity value computed on the
 RV0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0463.degrees latitude (g = 980.6199 gals.).
 RV0463
 RV0463.The modeled gravity was interpolated from observed gravity values.
 RV0463.The observed gravity was obtained from relative gravimeter ties
 RV0463.to the IGSN71 gravity network.
 RV0463
 RV0463;                    North         East    Units  Estimated Accuracy
 RV0463;SPC MT       -   303,820.      581,350.      MT  (+/- 180 meters Scaled)
 RV0463
 RV0463                          SUPERSEDED SURVEY CONTROL
 RV0463
 RV0463  NGVD 29 (??/??/92) 1221.163  (m)         4006.43   (f) ADJ UNCH    1 2
 RV0463
 RV0463.Superseded values are not recommended for survey control.
 RV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0463.See file dsdata.txt to determine how the superseded data were derived.
 RV0463
 RV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT954041(NAD 83)
 RV0463_MARKER: DB = BENCH MARK DISK
 RV0463_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0463_SP_SET: 22.5 FT.
 RV0463_STAMPING: B 176 1961
 RV0463_MARK LOGO: CGS   
 RV0463_PROJECTION: FLUSH
 RV0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0463_ROD/PIPE-DEPTH: 9.5  meters
 RV0463
 RV0463  HISTORY     - Date     Condition        Report By
 RV0463  HISTORY     - 1961     MONUMENTED       CGS
 RV0463  HISTORY     - 1980     GOOD             NGS
 RV0463  HISTORY     - 1980     GOOD             NGS
 RV0463  HISTORY     - 1980     GOOD             NGS
 RV0463
 RV0463                          STATION DESCRIPTION
 RV0463
 RV0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0463'2.65 MI W FROM MOORE.
 RV0463'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 RV0463'AT MOORE, THENCE 2.0 MILES WEST ALONG U. S. HIGHWAY 87, IN SECTION 7,
 RV0463'T 14 N, R 16 E, 95 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 38
 RV0463'FEET EAST OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 198 230 FEET
 RV0463'NORTHWEST OF AND ACROSS U. S. HIGHWAY 87 FROM THE ENTRANCE TO EDDIE
 RV0463'CAFE, 41 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH,
 RV0463'63 1/2 FEET WEST OF A POWER POLE, 1 1/2 FEET EAST OF A NORTH-SOUTH
 RV0463'FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 RV0463'LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 RV0463'ROD THAT IS DRIVEN TO A DEPTH OF 22 1/2 FEET AND IS ENCASED IN A
 RV0463'6-INCH TILE THAT PROJECTS 6 INCHES.  NOTE-- IT IS 55 FEET NORTH OF THE
 RV0463'HIGHWAY RIGHT-OF-WAY SHOULD BE IN NO DANGER DURING THE PRESENT
 RV0463'CONSTRUCTION PROJECT.
 RV0463
 RV0463                          STATION RECOVERY (1980)
 RV0463
 RV0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0463'1.0 KM (0.6 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 RV0463'IN MOORE, THENCE 3.7 KM (2.0 MI) WEST ALONG U.S. HIGHWAYS 191 AND 87,
 RV0463'AT EDDIES CORNER, 70.1 METERS (230.0 FT) NORTH AND ACROSS THE HIGHWAY
 RV0463'FROM THE ENTRANCE TO EDDIES CORNER CAFE, 19.4 METERS (63.5 FT) NORTH-
 RV0463'WEST OF A UTILITY POLE, 12.5 METERS (41.0 FT) WEST OF THE CENTER OF A
 RV0463'FIELD ROAD, AND 0.3 METER (1.0 FT) EAST OF A FENCE.
 RV0463'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 RV0463'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 RV0463
 RV0463                          STATION RECOVERY (1980)
 RV0463
 RV0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0463'NOTE=SEE LINE L24482, PART 1, FOR THE ORIGINAL DESCRIPTION.
 RV0463
 RV0463                          STATION RECOVERY (1980)
 RV0463
 RV0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0362 ***********************************************************************
 RV0362  DESIGNATION -  B 177
 RV0362  PID         -  RV0362
 RV0362  STATE/COUNTY-  MT/JUDITH BASIN
 RV0362  USGS QUAD   -  SIPPLE (1970)
 RV0362
 RV0362                         *CURRENT SURVEY CONTROL
 RV0362  ___________________________________________________________________
 RV0362* NAD 83(1986)-  46 54 57.     (N)    109 47 33.     (W)     SCALED    
 RV0362* NAVD 88     -      1255.857  (meters)    4120.26   (feet)  ADJUSTED  
 RV0362  ___________________________________________________________________
 RV0362  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 RV0362  DYNAMIC HT  -        1255.654 (meters)    4119.59  (feet)  COMP
 RV0362  MODELED GRAV-     980,408.6   (mgal)                       NAVD 88
 RV0362
 RV0362  VERT ORDER  -  FIRST     CLASS II
 RV0362
 RV0362.The horizontal coordinates were scaled from a topographic map and have
 RV0362.an estimated accuracy of +/- 6 seconds.
 RV0362
 RV0362.The orthometric height was determined by differential leveling
 RV0362.and adjusted by the National Geodetic Survey in June 1991..
 RV0362
 RV0362.The geoid height was determined by GEOID03.
 RV0362
 RV0362.The dynamic height is computed by dividing the NAVD 88
 RV0362.geopotential number by the normal gravity value computed on the
 RV0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0362.degrees latitude (g = 980.6199 gals.).
 RV0362
 RV0362.The modeled gravity was interpolated from observed gravity values.
 RV0362
 RV0362;                    North         East    Units  Estimated Accuracy
 RV0362;SPC MT       -   296,270.      577,730.      MT  (+/- 180 meters Scaled)
 RV0362
 RV0362                          SUPERSEDED SURVEY CONTROL
 RV0362
 RV0362  NGVD 29 (??/??/92) 1254.928  (m)         4117.21   (f) ADJ UNCH    1 2
 RV0362
 RV0362.Superseded values are not recommended for survey control.
 RV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0362.See file dsdata.txt to determine how the superseded data were derived.
 RV0362
 RV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS919965(NAD 83)
 RV0362_MARKER: DB = BENCH MARK DISK
 RV0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0362_STAMPING: B 177 1961
 RV0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0362+STABILITY: SURFACE MOTION
 RV0362
 RV0362  HISTORY     - Date     Condition        Report By
 RV0362  HISTORY     - 1961     MONUMENTED       CGS
 RV0362
 RV0362                          STATION DESCRIPTION
 RV0362
 RV0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0362'8.35 MI SE FROM HOBSON.
 RV0362'ABOUT 8.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0362'STATION AT HOBSON, 7.1 MILES NORTHWEST ALONG THE GREAT NORTHERN
 RV0362'RAILWAY FROM THE STATION SIGN AT BUFFLO, IN SECTION 2, T 13 N, R 15 E,
 RV0362'17 POLES SOUTHEAST OF MILEPOST 122, 71 FEET NORTHEAST OF THE NORTHEAST
 RV0362'RAIL, 25 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD WHICH PARALLELS
 RV0362'THE TRACK, 2 1/2 FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHEAST OF A
 RV0362'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 RV0362'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0415 ***********************************************************************
 SS0415  DESIGNATION -  B 178
 SS0415  PID         -  SS0415
 SS0415  STATE/COUNTY-  MT/JUDITH BASIN
 SS0415  USGS QUAD   -  BYRNE CREEK (1995)
 SS0415
 SS0415                         *CURRENT SURVEY CONTROL
 SS0415  ___________________________________________________________________
 SS0415* NAD 83(1986)-  47 20 39.     (N)    110 32 58.     (W)     SCALED    
 SS0415* NAVD 88     -      1336.112  (meters)    4383.56   (feet)  ADJUSTED  
 SS0415  ___________________________________________________________________
 SS0415  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 SS0415  DYNAMIC HT  -        1335.930 (meters)    4382.96  (feet)  COMP
 SS0415  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 SS0415
 SS0415  VERT ORDER  -  SECOND    CLASS 0
 SS0415
 SS0415.The horizontal coordinates were scaled from a topographic map and have
 SS0415.an estimated accuracy of +/- 6 seconds.
 SS0415
 SS0415.The orthometric height was determined by differential leveling
 SS0415.and adjusted by the National Geodetic Survey in June 1991..
 SS0415
 SS0415.The geoid height was determined by GEOID03.
 SS0415
 SS0415.The dynamic height is computed by dividing the NAVD 88
 SS0415.geopotential number by the normal gravity value computed on the
 SS0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0415.degrees latitude (g = 980.6199 gals.).
 SS0415
 SS0415.The modeled gravity was interpolated from observed gravity values.
 SS0415
 SS0415;                    North         East    Units  Estimated Accuracy
 SS0415;SPC MT       -   344,350.      520,750.      MT  (+/- 180 meters Scaled)
 SS0415
 SS0415                          SUPERSEDED SURVEY CONTROL
 SS0415
 SS0415  NGVD 29 (??/??/92) 1335.152  (m)         4380.41   (f) ADJ UNCH    2 0
 SS0415
 SS0415.Superseded values are not recommended for survey control.
 SS0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0415.See file dsdata.txt to determine how the superseded data were derived.
 SS0415
 SS0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT340435(NAD 83)
 SS0415_MARKER: DB = BENCH MARK DISK
 SS0415_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0415_SP_SET: 17 FT
 SS0415_STAMPING: B 178 1961
 SS0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0415
 SS0415  HISTORY     - Date     Condition        Report By
 SS0415  HISTORY     - 1961     MONUMENTED       CGS
 SS0415
 SS0415                          STATION DESCRIPTION
 SS0415
 SS0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0415'9.4 MI NW FROM GEYSER.
 SS0415'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0415'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.1
 SS0415'MILES WEST ALONG A DIRT ROAD, IN SECTION 2, T 18 N, R 9 E, 31 FEET
 SS0415'NORTH OF THE CENTER LINE OF THE ROAD, 37 FEET NORTHEAST OF THE
 SS0415'NORTHEAST CORNER OF A WOODEN BRIDGE, 11 FEET EAST OF THE CENTER OF A
 SS0415'WIRE GATE AND A TRAIL ROAD LEADING NORTH, 1 1/2 FEET SOUTH OF A FENCE,
 SS0415'1.1 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD,
 SS0415'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SS0415'DEPTH OF 17 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 10
 SS0415'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0428 ***********************************************************************
 SS0428  DESIGNATION -  B 179
 SS0428  PID         -  SS0428
 SS0428  STATE/COUNTY-  MT/CASCADE
 SS0428  USGS QUAD   -  BELT (1982)
 SS0428
 SS0428                         *CURRENT SURVEY CONTROL
 SS0428  ___________________________________________________________________
 SS0428* NAD 83(1986)-  47 23 40.     (N)    110 53 37.     (W)     SCALED    
 SS0428* NAVD 88     -      1178.365  (meters)    3866.02   (feet)  ADJUSTED  
 SS0428  ___________________________________________________________________
 SS0428  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 SS0428  DYNAMIC HT  -        1178.271 (meters)    3865.71  (feet)  COMP
 SS0428  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 SS0428
 SS0428  VERT ORDER  -  FIRST     CLASS II
 SS0428
 SS0428.The horizontal coordinates were scaled from a topographic map and have
 SS0428.an estimated accuracy of +/- 6 seconds.
 SS0428
 SS0428.The orthometric height was determined by differential leveling
 SS0428.and adjusted by the National Geodetic Survey in June 1991..
 SS0428
 SS0428.The geoid height was determined by GEOID03.
 SS0428
 SS0428.The dynamic height is computed by dividing the NAVD 88
 SS0428.geopotential number by the normal gravity value computed on the
 SS0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0428.degrees latitude (g = 980.6199 gals.).
 SS0428
 SS0428.The modeled gravity was interpolated from observed gravity values.
 SS0428
 SS0428;                    North         East    Units  Estimated Accuracy
 SS0428;SPC MT       -   350,340.      494,860.      MT  (+/- 180 meters Scaled)
 SS0428
 SS0428                          SUPERSEDED SURVEY CONTROL
 SS0428
 SS0428  NGVD 29 (??/??/92) 1177.450  (m)         3863.02   (f) ADJ UNCH    1 2
 SS0428
 SS0428.Superseded values are not recommended for survey control.
 SS0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0428.See file dsdata.txt to determine how the superseded data were derived.
 SS0428
 SS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT080490(NAD 83)
 SS0428_MARKER: DB = BENCH MARK DISK
 SS0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0428_STAMPING: B 179 1961
 SS0428_PROJECTION: PROJECTING 13 CENTIMETERS
 SS0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0428+STABILITY: SURFACE MOTION
 SS0428
 SS0428  HISTORY     - Date     Condition        Report By
 SS0428  HISTORY     - 1961     MONUMENTED       CGS
 SS0428  HISTORY     - 1980     GOOD             NGS
 SS0428
 SS0428                          STATION DESCRIPTION
 SS0428
 SS0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0428'2.25 MI NE FROM BELT.
 SS0428'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0428'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0428'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.45 MILES NORTHEAST
 SS0428'ALONG A GRAVELED ROAD, IN SECTION 24, T 19 N, R 6 E, 24 FEET NORTHWEST
 SS0428'OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST OF THE CENTER OF A
 SS0428'WIRE GATE AND A TRAIL ROAD, 6 1/2 FEET SOUTHWEST OF A FENCE, 1 1/2
 SS0428'FEET SOUTHEAST OF A FENCE, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST,
 SS0428'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP
 SS0428'OF A CONCRETE POST PROJECTING 6 INCHES.
 SS0428
 SS0428                          STATION RECOVERY (1980)
 SS0428
 SS0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0428'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0428'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, THENCE 2.3
 SS0428'KM (1.45 MI) EAST ALONG A GRAVEL ROAD, AT A FIELD ENTRANCE ROAD ON THE
 SS0428'LEFT, 7.3 METERS (24 FT) NORTHWEST OF THE ROAD CENTER, 4.6 METERS
 SS0428'(15.0 FT) SOUTHWEST OF THE CENTER OF A GATE, 2.0 METERS (6.5 FT) SOUTH
 SS0428'WEST OF A FENCE, AND 0.5 METER (1.5 FT) SOUTHEAST OF A FENCE.
 SS0428'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 SS0428'THE MARK IS 0.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0091 ***********************************************************************
 TH0091  DESIGNATION -  B 18
 TH0091  PID         -  TH0091
 TH0091  STATE/COUNTY-  MT/ROOSEVELT
 TH0091  USGS QUAD   -  CALAIS (1989)
 TH0091
 TH0091                         *CURRENT SURVEY CONTROL
 TH0091  ___________________________________________________________________
 TH0091* NAD 83(1986)-  48 08 38.     (N)    104 45 17.     (W)     SCALED    
 TH0091* NAVD 88     -       591.568  (meters)    1940.84   (feet)  ADJUSTED  
 TH0091  ___________________________________________________________________
 TH0091  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 TH0091  DYNAMIC HT  -         591.642 (meters)    1941.08  (feet)  COMP
 TH0091  MODELED GRAV-     980,717.5   (mgal)                       NAVD 88
 TH0091
 TH0091  VERT ORDER  -  FIRST     CLASS II
 TH0091
 TH0091.The horizontal coordinates were scaled from a topographic map and have
 TH0091.an estimated accuracy of +/- 6 seconds.
 TH0091
 TH0091.The orthometric height was determined by differential leveling
 TH0091.and adjusted by the National Geodetic Survey in June 1991..
 TH0091
 TH0091.The geoid height was determined by GEOID03.
 TH0091
 TH0091.The dynamic height is computed by dividing the NAVD 88
 TH0091.geopotential number by the normal gravity value computed on the
 TH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0091.degrees latitude (g = 980.6199 gals.).
 TH0091
 TH0091.The modeled gravity was interpolated from observed gravity values.
 TH0091
 TH0091;                    North         East    Units  Estimated Accuracy
 TH0091;SPC MT       -   443,380.      952,770.      MT  (+/- 180 meters Scaled)
 TH0091
 TH0091                          SUPERSEDED SURVEY CONTROL
 TH0091
 TH0091  NGVD 29 (??/??/92)  591.031  (m)         1939.07   (f) ADJ UNCH    1 2
 TH0091
 TH0091.Superseded values are not recommended for survey control.
 TH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0091.See file dsdata.txt to determine how the superseded data were derived.
 TH0091
 TH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP182323(NAD 83)
 TH0091_MARKER: DB = BENCH MARK DISK
 TH0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TH0091_SP_SET: ABUTMENT
 TH0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0091
 TH0091  HISTORY     - Date     Condition        Report By
 TH0091  HISTORY     - UNK      MONUMENTED       CGS
 TH0091  HISTORY     - 1941     GOOD             NGS
 TH0091
 TH0091                          STATION DESCRIPTION
 TH0091
 TH0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 TH0091'6.5 MI W FROM BLAIR.
 TH0091'6-1/2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM BLAIR,
 TH0091'ROOSEVELT COUNTY, 2 POLES WEST OF MILEPOST 185, AT BRIDGE 232, AND IN
 TH0091'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE ABUTMENT.  A STANDARD
 TH0091'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0104 ***********************************************************************
 SS0104  DESIGNATION -  B 180
 SS0104  PID         -  SS0104
 SS0104  STATE/COUNTY-  MT/JUDITH BASIN
 SS0104  USGS QUAD   -  BENCHLAND (1978)
 SS0104
 SS0104                         *CURRENT SURVEY CONTROL
 SS0104  ___________________________________________________________________
 SS0104* NAD 83(1986)-  47 03 18.     (N)    110 01 51.     (W)     SCALED    
 SS0104* NAVD 88     -      1328.764  (meters)    4359.45   (feet)  ADJUSTED  
 SS0104  ___________________________________________________________________
 SS0104  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0104  DYNAMIC HT  -        1328.551 (meters)    4358.75  (feet)  COMP
 SS0104  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 SS0104
 SS0104  VERT ORDER  -  SECOND    CLASS 0
 SS0104
 SS0104.The horizontal coordinates were scaled from a topographic map and have
 SS0104.an estimated accuracy of +/- 6 seconds.
 SS0104
 SS0104.The orthometric height was determined by differential leveling
 SS0104.and adjusted by the National Geodetic Survey in June 1991..
 SS0104
 SS0104.The geoid height was determined by GEOID03.
 SS0104
 SS0104.The dynamic height is computed by dividing the NAVD 88
 SS0104.geopotential number by the normal gravity value computed on the
 SS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0104.degrees latitude (g = 980.6199 gals.).
 SS0104
 SS0104.The modeled gravity was interpolated from observed gravity values.
 SS0104
 SS0104;                    North         East    Units  Estimated Accuracy
 SS0104;SPC MT       -   311,830.      559,690.      MT  (+/- 180 meters Scaled)
 SS0104
 SS0104                          SUPERSEDED SURVEY CONTROL
 SS0104
 SS0104  NGVD 29 (??/??/92) 1327.821  (m)         4356.36   (f) ADJ UNCH    2 0
 SS0104
 SS0104.Superseded values are not recommended for survey control.
 SS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0104.See file dsdata.txt to determine how the superseded data were derived.
 SS0104
 SS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT736117(NAD 83)
 SS0104_MARKER: DB = BENCH MARK DISK
 SS0104_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0104_SP_SET: 2 FT.
 SS0104_STAMPING: B 180 1961
 SS0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0104
 SS0104  HISTORY     - Date     Condition        Report By
 SS0104  HISTORY     - 1961     MONUMENTED       CGS
 SS0104
 SS0104                          STATION DESCRIPTION
 SS0104
 SS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0104'2.2 MI S FROM BENCHLAND.
 SS0104'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0104'RAILWAY STATION AT BENCHLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 SS0104'ROAD, IN SECTION 23, T 15 N, R 13 E, AT THE JUNCTION OF THE ROAD AND
 SS0104'U. S. HIGHWAY 87, 63 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 SS0104'ROAD, 71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 88 FEET
 SS0104'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE ON THE HIGHWAY, 3 1/2
 SS0104'FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 SS0104'ABOUT LEVEL WITH THE NORTH-SOUTH ROAD AND ABOUT 2 FEET BELOW THE LEVEL
 SS0104'OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 SS0104'IS DRIVEN TO A DEPTH OF 22 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SS0104'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0116 ***********************************************************************
 SS0116  DESIGNATION -  B 181 RESET
 SS0116  PID         -  SS0116
 SS0116  STATE/COUNTY-  MT/JUDITH BASIN
 SS0116  USGS QUAD   -  WINDHAM (1979)
 SS0116
 SS0116                         *CURRENT SURVEY CONTROL
 SS0116  ___________________________________________________________________
 SS0116* NAD 83(1986)-  47 03 18.     (N)    110 09 23.     (W)     SCALED    
 SS0116* NAVD 88     -      1333.01   (+/-2cm)    4373.4    (feet)  VERTCON   
 SS0116  ___________________________________________________________________
 SS0116  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 SS0116
 SS0116  VERT ORDER  -  THIRD (See Below)
 SS0116
 SS0116.The horizontal coordinates were scaled from a topographic map and have
 SS0116.an estimated accuracy of +/- 6 seconds.
 SS0116
 SS0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS0116.The vertical order pertains to the NGVD 29 superseded value.
 SS0116
 SS0116.The geoid height was determined by GEOID03.
 SS0116
 SS0116;                    North         East    Units  Estimated Accuracy
 SS0116;SPC MT       -   311,900.      550,160.      MT  (+/- 180 meters Scaled)
 SS0116
 SS0116                          SUPERSEDED SURVEY CONTROL
 SS0116
 SS0116  NGVD 29 (03/30/06) 1332.07   (m)         4370.3    (f) RESET       3  
 SS0116
 SS0116.Superseded values are not recommended for survey control.
 SS0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0116.See file dsdata.txt to determine how the superseded data were derived.
 SS0116
 SS0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT640116(NAD 83)
 SS0116_MARKER: DB = BENCH MARK DISK
 SS0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0116_STAMPING: B 181 RESET 1977
 SS0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0116+STABILITY: SURFACE MOTION
 SS0116
 SS0116  HISTORY     - Date     Condition        Report By
 SS0116  HISTORY     - 1977     MONUMENTED       NGS
 SS0116
 SS0116                          STATION DESCRIPTION
 SS0116
 SS0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SS0116'0.15 MI W FROM WINDHAM.
 SS0116'ABOUT 0.15 MILES WEST ALONG A PAVED ROAD FROM THE CENEX, SERVICE
 SS0116'STATION, AT WINDHAM, THENCE 1.7 MILES SOUTHWEST ALONG A PAVED ROAD, IN
 SS0116'SECTION 13, T15N, R12E, AT THE INTERSECTION OF A PAVED ROAD AND AN
 SS0116'EAST-WEST GRAVELED ROAD, 89 FEET EAST FROM THE CENTERLINE OF A PAVED
 SS0116'ROAD 45 FEET NORTH FROM THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT
 SS0116'WEST OF A FENCE CORNER, 13.5 FEET BELOW THE LEVEL OF THE PAVED ROAD,
 SS0116'AND SET IN A 6 INCH BY 2 FOOT CONCRETE CYLINDER THAT PROTRUDES ABOUT 3
 SS0116'INCHES FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0288 ***********************************************************************
 SS0288  DESIGNATION -  B 182
 SS0288  PID         -  SS0288
 SS0288  STATE/COUNTY-  MT/JUDITH BASIN
 SS0288  USGS QUAD   -  BENCHLAND (1978)
 SS0288
 SS0288                         *CURRENT SURVEY CONTROL
 SS0288  ___________________________________________________________________
 SS0288* NAD 83(1986)-  47 06 21.     (N)    110 00 37.     (W)     SCALED    
 SS0288* NAVD 88     -      1335.465  (meters)    4381.44   (feet)  ADJUSTED  
 SS0288  ___________________________________________________________________
 SS0288  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 SS0288  DYNAMIC HT  -        1335.277 (meters)    4380.82  (feet)  COMP
 SS0288  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 SS0288
 SS0288  VERT ORDER  -  SECOND    CLASS 0
 SS0288
 SS0288.The horizontal coordinates were scaled from a topographic map and have
 SS0288.an estimated accuracy of +/- 6 seconds.
 SS0288
 SS0288.The orthometric height was determined by differential leveling
 SS0288.and adjusted by the National Geodetic Survey in June 1991..
 SS0288
 SS0288.The geoid height was determined by GEOID03.
 SS0288
 SS0288.The dynamic height is computed by dividing the NAVD 88
 SS0288.geopotential number by the normal gravity value computed on the
 SS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0288.degrees latitude (g = 980.6199 gals.).
 SS0288
 SS0288.The modeled gravity was interpolated from observed gravity values.
 SS0288
 SS0288;                    North         East    Units  Estimated Accuracy
 SS0288;SPC MT       -   317,460.      561,290.      MT  (+/- 180 meters Scaled)
 SS0288
 SS0288                          SUPERSEDED SURVEY CONTROL
 SS0288
 SS0288  NGVD 29 (??/??/92) 1334.547  (m)         4378.43   (f) ADJ UNCH    2 0
 SS0288
 SS0288.Superseded values are not recommended for survey control.
 SS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0288.See file dsdata.txt to determine how the superseded data were derived.
 SS0288
 SS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT750174(NAD 83)
 SS0288_MARKER: DB = BENCH MARK DISK
 SS0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0288_STAMPING: B 182 1961
 SS0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0288+STABILITY: SURFACE MOTION
 SS0288
 SS0288  HISTORY     - Date     Condition        Report By
 SS0288  HISTORY     - 1961     MONUMENTED       CGS
 SS0288
 SS0288                          STATION DESCRIPTION
 SS0288
 SS0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0288'2.5 MI N FROM BENCHLAND.
 SS0288'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0288'AT BENCHLAND, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0288'36, T 16 N, R 13 E, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 123
 SS0288'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER POLE, 2 1/2 FEET
 SS0288'SOUTH OF A FENCE CORNER, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 SS0288'1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS0288'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0509 ***********************************************************************
 SR0509  DESIGNATION -  B 183
 SR0509  PID         -  SR0509
 SR0509  STATE/COUNTY-  MT/FERGUS
 SR0509  USGS QUAD   -  HILGER NW (1985)
 SR0509
 SR0509                         *CURRENT SURVEY CONTROL
 SR0509  ___________________________________________________________________
 SR0509* NAD 83(1986)-  47 28 54.     (N)    109 24 15.     (W)     SCALED    
 SR0509* NAVD 88     -      1086.481  (meters)    3564.56   (feet)  ADJUSTED  
 SR0509  ___________________________________________________________________
 SR0509  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 SR0509  DYNAMIC HT  -        1086.422 (meters)    3564.37  (feet)  COMP
 SR0509  MODELED GRAV-     980,520.3   (mgal)                       NAVD 88
 SR0509
 SR0509  VERT ORDER  -  SECOND    CLASS 0
 SR0509
 SR0509.The horizontal coordinates were scaled from a topographic map and have
 SR0509.an estimated accuracy of +/- 6 seconds.
 SR0509
 SR0509.The orthometric height was determined by differential leveling
 SR0509.and adjusted by the National Geodetic Survey in June 1991..
 SR0509
 SR0509.The geoid height was determined by GEOID03.
 SR0509
 SR0509.The dynamic height is computed by dividing the NAVD 88
 SR0509.geopotential number by the normal gravity value computed on the
 SR0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0509.degrees latitude (g = 980.6199 gals.).
 SR0509
 SR0509.The modeled gravity was interpolated from observed gravity values.
 SR0509
 SR0509;                    North         East    Units  Estimated Accuracy
 SR0509;SPC MT       -   359,100.      607,220.      MT  (+/- 180 meters Scaled)
 SR0509
 SR0509                          SUPERSEDED SURVEY CONTROL
 SR0509
 SR0509  NGVD 29 (??/??/92) 1085.650  (m)         3561.84   (f) ADJ UNCH    2 0
 SR0509
 SR0509.Superseded values are not recommended for survey control.
 SR0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0509.See file dsdata.txt to determine how the superseded data were derived.
 SR0509
 SR0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT202599(NAD 83)
 SR0509_MARKER: DB = BENCH MARK DISK
 SR0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0509_STAMPING: B 183 1961
 SR0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0509+STABILITY: SURFACE MOTION
 SR0509
 SR0509  HISTORY     - Date     Condition        Report By
 SR0509  HISTORY     - 1961     MONUMENTED       CGS
 SR0509
 SR0509                          STATION DESCRIPTION
 SR0509
 SR0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0509'3.05 MI W FROM SUFFOLK.
 SR0509'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0509'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0509'THENCE 2.25 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 27, T 20 N, R
 SR0509'18 E, 116 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 30 FEET
 SR0509'SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 1 1/2 FEET
 SR0509'EAST OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 SR0509'LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SR0509'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0608 ***********************************************************************
 SR0608  DESIGNATION -  B 184
 SR0608  PID         -  SR0608
 SR0608  STATE/COUNTY-  MT/FERGUS
 SR0608  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0608
 SR0608                         *CURRENT SURVEY CONTROL
 SR0608  ___________________________________________________________________
 SR0608* NAD 83(1986)-  47 30 19.     (N)    109 38 42.     (W)     SCALED    
 SR0608* NAVD 88     -      1060.604  (meters)    3479.66   (feet)  ADJUSTED  
 SR0608  ___________________________________________________________________
 SR0608  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 SR0608  DYNAMIC HT  -        1060.557 (meters)    3479.51  (feet)  COMP
 SR0608  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 SR0608
 SR0608  VERT ORDER  -  SECOND    CLASS 0
 SR0608
 SR0608.The horizontal coordinates were scaled from a topographic map and have
 SR0608.an estimated accuracy of +/- 6 seconds.
 SR0608
 SR0608.The orthometric height was determined by differential leveling
 SR0608.and adjusted by the National Geodetic Survey in June 1991..
 SR0608
 SR0608.The geoid height was determined by GEOID03.
 SR0608
 SR0608.The dynamic height is computed by dividing the NAVD 88
 SR0608.geopotential number by the normal gravity value computed on the
 SR0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0608.degrees latitude (g = 980.6199 gals.).
 SR0608
 SR0608.The modeled gravity was interpolated from observed gravity values.
 SR0608
 SR0608;                    North         East    Units  Estimated Accuracy
 SR0608;SPC MT       -   361,730.      589,080.      MT  (+/- 180 meters Scaled)
 SR0608
 SR0608                          SUPERSEDED SURVEY CONTROL
 SR0608
 SR0608  NGVD 29 (??/??/92) 1059.767  (m)         3476.92   (f) ADJ UNCH    2 0
 SR0608
 SR0608.Superseded values are not recommended for survey control.
 SR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0608.See file dsdata.txt to determine how the superseded data were derived.
 SR0608
 SR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT020622(NAD 83)
 SR0608_MARKER: DB = BENCH MARK DISK
 SR0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0608_STAMPING: B 184 1961
 SR0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0608+STABILITY: SURFACE MOTION
 SR0608
 SR0608  HISTORY     - Date     Condition        Report By
 SR0608  HISTORY     - 1961     MONUMENTED       CGS
 SR0608
 SR0608                          STATION DESCRIPTION
 SR0608
 SR0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0608'18.5 MI SW FROM WINIFRED.
 SR0608'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0608'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0608'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0608'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0608'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 4.35 MILES
 SR0608'SOUTH ALONG A GRAVELED ROAD, IN SECTION 14, T 20 N, R 16 E, AT THE
 SR0608'SOUTHWEST CORNER OF A GROVE OF TREES AROUND A SET OF FARM BUILDINGS,
 SR0608'26 FEET EAST OF THE CENTER LINE OF THE ROAD, 40 FEET NORTH OF A POWER
 SR0608'POLE WITH A LINE CROSSING OVER THE ROAD, 46 FEET SOUTH OF A T-FENCE
 SR0608'CORNER, 2 FEET WEST OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST,
 SR0608'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SR0608'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0693 ***********************************************************************
 SR0693  DESIGNATION -  B 185
 SR0693  PID         -  SR0693
 SR0693  STATE/COUNTY-  MT/FERGUS
 SR0693  USGS QUAD   -  SPRING CREEK JUNCTION (1970)
 SR0693
 SR0693                         *CURRENT SURVEY CONTROL
 SR0693  ___________________________________________________________________
 SR0693* NAD 83(1986)-  47 12 43.     (N)    109 30 18.     (W)     SCALED    
 SR0693* NAVD 88     -      1184.607  (meters)    3886.50   (feet)  ADJUSTED  
 SR0693  ___________________________________________________________________
 SR0693  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 SR0693  DYNAMIC HT  -        1184.488 (meters)    3886.11  (feet)  COMP
 SR0693  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 SR0693
 SR0693  VERT ORDER  -  SECOND    CLASS 0
 SR0693
 SR0693.The horizontal coordinates were scaled from a topographic map and have
 SR0693.an estimated accuracy of +/- 6 seconds.
 SR0693
 SR0693.The orthometric height was determined by differential leveling
 SR0693.and adjusted by the National Geodetic Survey in June 1991..
 SR0693
 SR0693.The geoid height was determined by GEOID03.
 SR0693
 SR0693.The dynamic height is computed by dividing the NAVD 88
 SR0693.geopotential number by the normal gravity value computed on the
 SR0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0693.degrees latitude (g = 980.6199 gals.).
 SR0693
 SR0693.The modeled gravity was interpolated from observed gravity values.
 SR0693
 SR0693;                    North         East    Units  Estimated Accuracy
 SR0693;SPC MT       -   329,130.      599,620.      MT  (+/- 180 meters Scaled)
 SR0693
 SR0693                          SUPERSEDED SURVEY CONTROL
 SR0693
 SR0693  NGVD 29 (??/??/92) 1183.730  (m)         3883.62   (f) ADJ UNCH    2 0
 SR0693
 SR0693.Superseded values are not recommended for survey control.
 SR0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0693.See file dsdata.txt to determine how the superseded data were derived.
 SR0693
 SR0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT132298(NAD 83)
 SR0693_MARKER: DB = BENCH MARK DISK
 SR0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0693_STAMPING: B 185 1961
 SR0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0693+STABILITY: SURFACE MOTION
 SR0693
 SR0693  HISTORY     - Date     Condition        Report By
 SR0693  HISTORY     - 1961     MONUMENTED       CGS
 SR0693
 SR0693                          STATION DESCRIPTION
 SR0693
 SR0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0693'4.05 MI NW FROM BROOKS.
 SR0693'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0693'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0693'THENCE 3.8 MILES WEST ALONG A PAVED ROAD, IN SECTION 25, T 17 N, R 17
 SR0693'E, 0.15 MILE EAST OF A CURVE IN THE ROAD, 48 FEET NORTH OF THE CENTER
 SR0693'LINE OF THE ROAD, 158 FEET WEST OF A CONCRETE HIGHWAY MARK WHICH
 SR0693'PROJECTS 3 1/2 FEET, 63 FEET EAST OF A FENCE LEADING NORTH, 56 FEET
 SR0693'EAST OF THE CENTER OF A WIRE GATE, 25 FEET EAST OF A BRACED POWER
 SR0693'POLE, 2 FEET SOUTH OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 SR0693'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SR0693'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0176 ***********************************************************************
 SR0176  DESIGNATION -  B 186
 SR0176  PID         -  SR0176
 SR0176  STATE/COUNTY-  MT/FERGUS
 SR0176  USGS QUAD   -  FISH DAM (1986)
 SR0176
 SR0176                         *CURRENT SURVEY CONTROL
 SR0176  ___________________________________________________________________
 SR0176* NAD 83(1986)-  47 04 45.     (N)    108 57 28.     (W)     SCALED    
 SR0176* NAVD 88     -      1175.058  (meters)    3855.17   (feet)  ADJUSTED  
 SR0176  ___________________________________________________________________
 SR0176  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 SR0176  DYNAMIC HT  -        1174.954 (meters)    3854.83  (feet)  COMP
 SR0176  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 SR0176
 SR0176  VERT ORDER  -  SECOND    CLASS 0
 SR0176
 SR0176.The horizontal coordinates were scaled from a topographic map and have
 SR0176.an estimated accuracy of +/- 6 seconds.
 SR0176
 SR0176.The orthometric height was determined by differential leveling
 SR0176.and adjusted by the National Geodetic Survey in June 1991..
 SR0176
 SR0176.The geoid height was determined by GEOID03.
 SR0176
 SR0176.The dynamic height is computed by dividing the NAVD 88
 SR0176.geopotential number by the normal gravity value computed on the
 SR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0176.degrees latitude (g = 980.6199 gals.).
 SR0176
 SR0176.The modeled gravity was interpolated from observed gravity values.
 SR0176
 SR0176;                    North         East    Units  Estimated Accuracy
 SR0176;SPC MT       -   314,520.      641,150.      MT  (+/- 180 meters Scaled)
 SR0176
 SR0176                          SUPERSEDED SURVEY CONTROL
 SR0176
 SR0176  NGVD 29 (??/??/92) 1174.250  (m)         3852.52   (f) ADJ UNCH    2 0
 SR0176
 SR0176.Superseded values are not recommended for survey control.
 SR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0176.See file dsdata.txt to determine how the superseded data were derived.
 SR0176
 SR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT550159(NAD 83)
 SR0176_MARKER: DB = BENCH MARK DISK
 SR0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0176_STAMPING: B 186 1961
 SR0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0176+STABILITY: SURFACE MOTION
 SR0176
 SR0176  HISTORY     - Date     Condition        Report By
 SR0176  HISTORY     - 1961     MONUMENTED       CGS
 SR0176
 SR0176                          STATION DESCRIPTION
 SR0176
 SR0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0176'24.7 MI NE FROM LEWISTOWN.
 SR0176'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0176'STATION AT LEWISTOWN, THENCE 22.25 MILES EAST ALONG U. S. HIGHWAY 87
 SR0176'AND STATE HIGHWAY 20, THENCE 2.25 MILES NORTHEAST ALONG A GRADED DIRT
 SR0176'ROAD, IN SECTION 8, T 15 N, R 22 E, ON THE SOUTHEAST EDGE OF A MESA,
 SR0176'51 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST
 SR0176'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SR0176'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0667 ***********************************************************************
 SR0667  DESIGNATION -  B 187
 SR0667  PID         -  SR0667
 SR0667  STATE/COUNTY-  MT/FERGUS
 SR0667  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0667
 SR0667                         *CURRENT SURVEY CONTROL
 SR0667  ___________________________________________________________________
 SR0667* NAD 83(1986)-  47 25 54.     (N)    109 57 30.     (W)     SCALED    
 SR0667* NAVD 88     -      1061.431  (meters)    3482.38   (feet)  ADJUSTED  
 SR0667  ___________________________________________________________________
 SR0667  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SR0667  DYNAMIC HT  -        1061.369 (meters)    3482.17  (feet)  COMP
 SR0667  MODELED GRAV-     980,518.1   (mgal)                       NAVD 88
 SR0667
 SR0667  VERT ORDER  -  SECOND    CLASS 0
 SR0667
 SR0667.The horizontal coordinates were scaled from a topographic map and have
 SR0667.an estimated accuracy of +/- 6 seconds.
 SR0667
 SR0667.The orthometric height was determined by differential leveling
 SR0667.and adjusted by the National Geodetic Survey in June 1991..
 SR0667
 SR0667.The geoid height was determined by GEOID03.
 SR0667
 SR0667.The dynamic height is computed by dividing the NAVD 88
 SR0667.geopotential number by the normal gravity value computed on the
 SR0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0667.degrees latitude (g = 980.6199 gals.).
 SR0667
 SR0667.The modeled gravity was interpolated from observed gravity values.
 SR0667
 SR0667;                    North         East    Units  Estimated Accuracy
 SR0667;SPC MT       -   353,640.      565,440.      MT  (+/- 180 meters Scaled)
 SR0667
 SR0667                          SUPERSEDED SURVEY CONTROL
 SR0667
 SR0667  NGVD 29 (??/??/92) 1060.583  (m)         3479.60   (f) ADJ UNCH    2 0
 SR0667
 SR0667.Superseded values are not recommended for survey control.
 SR0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0667.See file dsdata.txt to determine how the superseded data were derived.
 SR0667
 SR0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT785536(NAD 83)
 SR0667_MARKER: DB = BENCH MARK DISK
 SR0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0667_STAMPING: B 187 1961
 SR0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0667+STABILITY: SURFACE MOTION
 SR0667
 SR0667  HISTORY     - Date     Condition        Report By
 SR0667  HISTORY     - 1961     MONUMENTED       CGS
 SR0667
 SR0667                          STATION DESCRIPTION
 SR0667
 SR0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0667'8.35 MI N FROM DENTON.
 SR0667'ABOUT 1.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0667'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0667'7.15 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 4, T 19 N, R 14 E,
 SR0667'0.3 MILE SOUTH OF A FARMHOUSE ON THE CREST OF A HILL, 51 FEET EAST OF
 SR0667'THE CENTER LINE OF THE ROAD, 56 FEET NORTHEAST OF THE CENTER OF THE
 SR0667'INTERSECTION OF A GRAVELED ROAD AND THE GRAVELED ROAD, 26 FEET NORTH
 SR0667'OF THE CENTER LINE OF A GRAVELED ROAD, 14 FEET EAST OF A FENCE CORNER,
 SR0667'1.8 FEET SOUTH OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST,
 SR0667'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A
 SR0667'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0033 ***********************************************************************
 RW0033  DESIGNATION -  B 188
 RW0033  PID         -  RW0033
 RW0033  STATE/COUNTY-  MT/JUDITH BASIN
 RW0033  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0033
 RW0033                         *CURRENT SURVEY CONTROL
 RW0033  ___________________________________________________________________
 RW0033* NAD 83(1986)-  46 53 02.     (N)    110 17 30.     (W)     SCALED    
 RW0033* NAVD 88     -      1533.995  (meters)    5032.78   (feet)  ADJUSTED  
 RW0033  ___________________________________________________________________
 RW0033  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 RW0033  DYNAMIC HT  -        1533.654 (meters)    5031.66  (feet)  COMP
 RW0033  MODELED GRAV-     980,337.1   (mgal)                       NAVD 88
 RW0033
 RW0033  VERT ORDER  -  SECOND    CLASS 0
 RW0033
 RW0033.The horizontal coordinates were scaled from a topographic map and have
 RW0033.an estimated accuracy of +/- 6 seconds.
 RW0033
 RW0033.The orthometric height was determined by differential leveling
 RW0033.and adjusted by the National Geodetic Survey in June 1991..
 RW0033
 RW0033.The geoid height was determined by GEOID03.
 RW0033
 RW0033.The dynamic height is computed by dividing the NAVD 88
 RW0033.geopotential number by the normal gravity value computed on the
 RW0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0033.degrees latitude (g = 980.6199 gals.).
 RW0033
 RW0033.The modeled gravity was interpolated from observed gravity values.
 RW0033
 RW0033;                    North         East    Units  Estimated Accuracy
 RW0033;SPC MT       -   292,980.      539,700.      MT  (+/- 180 meters Scaled)
 RW0033
 RW0033                          SUPERSEDED SURVEY CONTROL
 RW0033
 RW0033  NGVD 29 (??/??/92) 1532.981  (m)         5029.46   (f) ADJ UNCH    2 0
 RW0033
 RW0033.Superseded values are not recommended for survey control.
 RW0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0033.See file dsdata.txt to determine how the superseded data were derived.
 RW0033
 RW0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS539925(NAD 83)
 RW0033_MARKER: DB = BENCH MARK DISK
 RW0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0033_STAMPING: B 188 1961
 RW0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0033+STABILITY: SURFACE MOTION
 RW0033
 RW0033  HISTORY     - Date     Condition        Report By
 RW0033  HISTORY     - 1961     MONUMENTED       CGS
 RW0033
 RW0033                          STATION DESCRIPTION
 RW0033
 RW0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0033'12.35 MI SW FROM UTICA.
 RW0033'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0033'CHURCH AT UTICA, THENCE 2.1 MILES WEST ALONG A DIRT ROAD, IN SECTION
 RW0033'23, T 13 N, R 11 E, 0.35 MILE WEST OF THE HEADQUARTERS FOR THE JUDITH
 RW0033'GAME MANAGEMENT AREA, 214 FEET NORTH OF AND ACROSS THE ROAD FROM A
 RW0033'POWER POLE, 61 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 RW0033'SOUTH OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 RW0033'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RW0033'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0260 ***********************************************************************
 SS0260  DESIGNATION -  B 189
 SS0260  PID         -  SS0260
 SS0260  STATE/COUNTY-  MT/JUDITH BASIN
 SS0260  USGS QUAD   -  ARROW CREEK (1979)
 SS0260
 SS0260                         *CURRENT SURVEY CONTROL
 SS0260  ___________________________________________________________________
 SS0260* NAD 83(1986)-  47 17 11.     (N)    110 10 15.     (W)     SCALED    
 SS0260* NAVD 88     -      1208.905  (meters)    3966.22   (feet)  ADJUSTED  
 SS0260  ___________________________________________________________________
 SS0260  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SS0260  DYNAMIC HT  -        1208.788 (meters)    3965.83  (feet)  COMP
 SS0260  MODELED GRAV-     980,474.2   (mgal)                       NAVD 88
 SS0260
 SS0260  VERT ORDER  -  SECOND    CLASS 0
 SS0260
 SS0260.The horizontal coordinates were scaled from a topographic map and have
 SS0260.an estimated accuracy of +/- 6 seconds.
 SS0260
 SS0260.The orthometric height was determined by differential leveling
 SS0260.and adjusted by the National Geodetic Survey in June 1991..
 SS0260
 SS0260.The geoid height was determined by GEOID03.
 SS0260
 SS0260.The dynamic height is computed by dividing the NAVD 88
 SS0260.geopotential number by the normal gravity value computed on the
 SS0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0260.degrees latitude (g = 980.6199 gals.).
 SS0260
 SS0260.The modeled gravity was interpolated from observed gravity values.
 SS0260
 SS0260;                    North         East    Units  Estimated Accuracy
 SS0260;SPC MT       -   337,610.      549,280.      MT  (+/- 180 meters Scaled)
 SS0260
 SS0260                          SUPERSEDED SURVEY CONTROL
 SS0260
 SS0260  NGVD 29 (??/??/92) 1208.020  (m)         3963.31   (f) ADJ UNCH    2 0
 SS0260
 SS0260.Superseded values are not recommended for survey control.
 SS0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0260.See file dsdata.txt to determine how the superseded data were derived.
 SS0260
 SS0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT627373(NAD 83)
 SS0260_MARKER: DB = BENCH MARK DISK
 SS0260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0260_SP_SET: 13 FT.
 SS0260_STAMPING: B 189 1961
 SS0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0260
 SS0260  HISTORY     - Date     Condition        Report By
 SS0260  HISTORY     - 1961     MONUMENTED       CGS
 SS0260
 SS0260                          STATION DESCRIPTION
 SS0260
 SS0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0260'4.25 MI S FROM ARROW CREEK.
 SS0260'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0260'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0260'4.05 MILES SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 27, T 18
 SS0260'N, R 12 E, 85 FEET WEST OF THE CENTER LINE OF THE ROAD, 28 FEET NORTH
 SS0260'OF THE CENTER LINE OF AN EAST-WEST ROAD, 88 FEET NORTHWEST OF THE
 SS0260'CENTER OF THE INTERSECTION OF THE ROADS, 3 1/2 FEET WEST OF A CONCRETE
 SS0260'RIGHT-OF-WAY MARK, 3 FEET SOUTHWEST OF A POWER POLE BRACED BY A GUY
 SS0260'WIRE, 1.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SS0260'ROADS, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SS0260'DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SS0260'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0278 ***********************************************************************
 TH0278  DESIGNATION -  B 19
 TH0278  PID         -  TH0278
 TH0278  STATE/COUNTY-  MT/ROOSEVELT
 TH0278  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0278
 TH0278                         *CURRENT SURVEY CONTROL
 TH0278  ___________________________________________________________________
 TH0278* NAD 83(1986)-  48 04 13.     (N)    105 46 02.     (W)     SCALED    
 TH0278* NAVD 88     -       611.187  (meters)    2005.20   (feet)  ADJUSTED  
 TH0278  ___________________________________________________________________
 TH0278  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TH0278  DYNAMIC HT  -         611.257 (meters)    2005.43  (feet)  COMP
 TH0278  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 TH0278
 TH0278  VERT ORDER  -  FIRST     CLASS II
 TH0278
 TH0278.The horizontal coordinates were scaled from a topographic map and have
 TH0278.an estimated accuracy of +/- 6 seconds.
 TH0278
 TH0278.The orthometric height was determined by differential leveling
 TH0278.and adjusted by the National Geodetic Survey in June 1991..
 TH0278
 TH0278.The geoid height was determined by GEOID03.
 TH0278
 TH0278.The dynamic height is computed by dividing the NAVD 88
 TH0278.geopotential number by the normal gravity value computed on the
 TH0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0278.degrees latitude (g = 980.6199 gals.).
 TH0278
 TH0278.The modeled gravity was interpolated from observed gravity values.
 TH0278
 TH0278;                    North         East    Units  Estimated Accuracy
 TH0278;SPC MT       -   431,130.      877,960.      MT  (+/- 180 meters Scaled)
 TH0278
 TH0278                          SUPERSEDED SURVEY CONTROL
 TH0278
 TH0278  NGVD 29 (??/??/92)  610.590  (m)         2003.24   (f) ADJ UNCH    1 2
 TH0278
 TH0278.Superseded values are not recommended for survey control.
 TH0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0278.See file dsdata.txt to determine how the superseded data were derived.
 TH0278
 TH0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP428243(NAD 83)
 TH0278_MARKER: DB = BENCH MARK DISK
 TH0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TH0278_SP_SET: CULVERT
 TH0278_STAMPING: 2003.244
 TH0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0278
 TH0278  HISTORY     - Date     Condition        Report By
 TH0278  HISTORY     - UNK      MONUMENTED       CGS
 TH0278  HISTORY     - 1972     GOOD             USGS
 TH0278  HISTORY     - 1980     MARK NOT FOUND   NGS
 TH0278
 TH0278                          STATION DESCRIPTION
 TH0278
 TH0278'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 TH0278'5 MI ENE FROM OSWEGO.
 TH0278'AT LOHMILLER, 500 FEET EAST OF GRT. NORTHERN R.R. STATION 5 MILES ENE
 TH0278'ALONG BURLINGTON NORTHERN RAILROAD FROM OSWEGO 127 FEET WEST OF AND 32
 TH0278'FEET SOUTH OF BRIDGE 233.8 IN THE SOUTH EAST ABUTMENT OF A CONCRETE
 TH0278'CULVERT.  A STANDARD DISK STAMPED 2003.244.
 TH0278
 TH0278                          STATION RECOVERY (1980)
 TH0278
 TH0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TH0278'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0158 ***********************************************************************
 SS0158  DESIGNATION -  B 190
 SS0158  PID         -  SS0158
 SS0158  STATE/COUNTY-  MT/JUDITH BASIN
 SS0158  USGS QUAD   -  WOLF BUTTE (1995)
 SS0158
 SS0158                         *CURRENT SURVEY CONTROL
 SS0158  ___________________________________________________________________
 SS0158* NAD 83(1986)-  47 01 30.     (N)    110 29 21.     (W)     SCALED    
 SS0158* NAVD 88     -      1665.062  (meters)    5462.79   (feet)  ADJUSTED  
 SS0158  ___________________________________________________________________
 SS0158  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 SS0158  DYNAMIC HT  -        1664.611 (meters)    5461.31  (feet)  COMP
 SS0158  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 SS0158
 SS0158  VERT ORDER  -  SECOND    CLASS 0
 SS0158
 SS0158.The horizontal coordinates were scaled from a topographic map and have
 SS0158.an estimated accuracy of +/- 6 seconds.
 SS0158
 SS0158.The orthometric height was determined by differential leveling
 SS0158.and adjusted by the National Geodetic Survey in June 1991..
 SS0158
 SS0158.The geoid height was determined by GEOID03.
 SS0158
 SS0158.The dynamic height is computed by dividing the NAVD 88
 SS0158.geopotential number by the normal gravity value computed on the
 SS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0158.degrees latitude (g = 980.6199 gals.).
 SS0158
 SS0158.The modeled gravity was interpolated from observed gravity values.
 SS0158
 SS0158;                    North         East    Units  Estimated Accuracy
 SS0158;SPC MT       -   308,830.      524,850.      MT  (+/- 180 meters Scaled)
 SS0158
 SS0158                          SUPERSEDED SURVEY CONTROL
 SS0158
 SS0158  NGVD 29 (??/??/92) 1663.943  (m)         5459.12   (f) ADJ UNCH    2 0
 SS0158
 SS0158.Superseded values are not recommended for survey control.
 SS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0158.See file dsdata.txt to determine how the superseded data were derived.
 SS0158
 SS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT388080(NAD 83)
 SS0158_MARKER: DB = BENCH MARK DISK
 SS0158_SETTING: 80 = SET IN A BOULDER
 SS0158_SP_SET: BOULDER
 SS0158_STAMPING: B 190 1961
 SS0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0158+STABILITY: SURFACE MOTION
 SS0158
 SS0158  HISTORY     - Date     Condition        Report By
 SS0158  HISTORY     - 1961     MONUMENTED       CGS
 SS0158
 SS0158                          STATION DESCRIPTION
 SS0158
 SS0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0158'21.45 MI SW FROM STANFORD.
 SS0158'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0158'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0158'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0158'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 5.15 MILES WEST ALONG A
 SS0158'GRAVELED ROAD, THENCE 2.25 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 SS0158'THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, IN SECTION 29, T 15 N, R 10
 SS0158'E, 0.6 MILE NORTH OF THE ENTRANCE TO THE DRY WOLF RANGER STATION, IN
 SS0158'THE LEWIS AND CLARK NATIONAL FOREST, 38 FEET WEST OF THE CENTER LINE
 SS0158'OF THE ROAD, SET IN THE TOP OF A BOULDER WHICH PROJECTS 12 INCHES
 SS0158'ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0320 ***********************************************************************
 SS0320  DESIGNATION -  B 191
 SS0320  PID         -  SS0320
 SS0320  STATE/COUNTY-  MT/CASCADE
 SS0320  USGS QUAD   -  MONARCH (1995)
 SS0320
 SS0320                         *CURRENT SURVEY CONTROL
 SS0320  ___________________________________________________________________
 SS0320* NAD 83(1986)-  47 06 15.     (N)    110 51 04.     (W)     SCALED    
 SS0320* NAVD 88     -      1386.112  (meters)    4547.60   (feet)  ADJUSTED  
 SS0320  ___________________________________________________________________
 SS0320  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 SS0320  DYNAMIC HT  -        1385.837 (meters)    4546.70  (feet)  COMP
 SS0320  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 SS0320
 SS0320  VERT ORDER  -  SECOND    CLASS 0
 SS0320
 SS0320.The horizontal coordinates were scaled from a topographic map and have
 SS0320.an estimated accuracy of +/- 6 seconds.
 SS0320
 SS0320.The orthometric height was determined by differential leveling
 SS0320.and adjusted by the National Geodetic Survey in June 1991..
 SS0320
 SS0320.The geoid height was determined by GEOID03.
 SS0320
 SS0320.The dynamic height is computed by dividing the NAVD 88
 SS0320.geopotential number by the normal gravity value computed on the
 SS0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0320.degrees latitude (g = 980.6199 gals.).
 SS0320
 SS0320.The modeled gravity was interpolated from observed gravity values.
 SS0320
 SS0320;                    North         East    Units  Estimated Accuracy
 SS0320;SPC MT       -   318,040.      497,510.      MT  (+/- 180 meters Scaled)
 SS0320
 SS0320                          SUPERSEDED SURVEY CONTROL
 SS0320
 SS0320  NGVD 29 (??/??/92) 1385.101  (m)         4544.29   (f) ADJ UNCH    2 0
 SS0320
 SS0320.Superseded values are not recommended for survey control.
 SS0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0320.See file dsdata.txt to determine how the superseded data were derived.
 SS0320
 SS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT112167(NAD 83)
 SS0320_MARKER: DB = BENCH MARK DISK
 SS0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0320_SP_SET: FOUNDATION
 SS0320_STAMPING: B 191 1961
 SS0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0320
 SS0320  HISTORY     - Date     Condition        Report By
 SS0320  HISTORY     - 1961     MONUMENTED       CGS
 SS0320
 SS0320                          STATION DESCRIPTION
 SS0320
 SS0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0320'1.1 MI W FROM MONARCH.
 SS0320'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23 SCHOOL
 SS0320'AT MONARCH, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED STREET, THENCE
 SS0320'150 FEET SOUTH ALONG A PRIVATE ROAD AND ACROSS A BRIDGE, THENCE 0.7
 SS0320'MILE WEST ALONG A PRIVATE ROAD TO THE STRAIN RANCH HOUSE, IN SECTION
 SS0320'33, T 16 N, R 7 E, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 SS0320'FOUNDATION OF A LARGE BARN AT THE STRAIN RANCH, 9 FEET WEST OF THE
 SS0320'WEST EDGE OF A DOUBLE DOOR, 8 1/2 FEET EAST OF THE EAST EDGE OF A
 SS0320'SINGLE DOOR, 3 1/2 FEET BELOW THE WINDOW LEDGE OF THE CENTER WINDOW OF
 SS0320'THREE WINDOWS, ABOUT 0.8 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0485 ***********************************************************************
 SS0485  DESIGNATION -  B 192
 SS0485  PID         -  SS0485
 SS0485  STATE/COUNTY-  MT/JUDITH BASIN
 SS0485  USGS QUAD   -  MIXES BALDY (1995)
 SS0485
 SS0485                         *CURRENT SURVEY CONTROL
 SS0485  ___________________________________________________________________
 SS0485* NAD 83(1986)-  47 02 54.     (N)    110 34 34.     (W)     SCALED    
 SS0485* NAVD 88     -      1907.866  (meters)    6259.39   (feet)  ADJUSTED  
 SS0485  ___________________________________________________________________
 SS0485  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 SS0485  DYNAMIC HT  -        1907.353 (meters)    6257.71  (feet)  COMP
 SS0485  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 SS0485
 SS0485  VERT ORDER  -  SECOND    CLASS 0
 SS0485
 SS0485.The horizontal coordinates were scaled from a topographic map and have
 SS0485.an estimated accuracy of +/- 6 seconds.
 SS0485
 SS0485.The orthometric height was determined by differential leveling
 SS0485.and adjusted by the National Geodetic Survey in June 1991..
 SS0485
 SS0485.The geoid height was determined by GEOID03.
 SS0485
 SS0485.The dynamic height is computed by dividing the NAVD 88
 SS0485.geopotential number by the normal gravity value computed on the
 SS0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0485.degrees latitude (g = 980.6199 gals.).
 SS0485
 SS0485.The modeled gravity was interpolated from observed gravity values.
 SS0485
 SS0485;                    North         East    Units  Estimated Accuracy
 SS0485;SPC MT       -   311,510.      518,280.      MT  (+/- 180 meters Scaled)
 SS0485
 SS0485                          SUPERSEDED SURVEY CONTROL
 SS0485
 SS0485  NGVD 29 (??/??/92) 1906.760  (m)         6255.76   (f) ADJ UNCH    2 0
 SS0485
 SS0485.Superseded values are not recommended for survey control.
 SS0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0485.See file dsdata.txt to determine how the superseded data were derived.
 SS0485
 SS0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321106(NAD 83)
 SS0485_MARKER: DB = BENCH MARK DISK
 SS0485_SETTING: 66 = SET IN ROCK OUTCROP
 SS0485_SP_SET: OUTCROP
 SS0485_STAMPING: B 192 1961
 SS0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0485+STABILITY: POSITION/ELEVATION WELL
 SS0485
 SS0485  HISTORY     - Date     Condition        Report By
 SS0485  HISTORY     - 1961     MONUMENTED       CGS
 SS0485  HISTORY     - 1984     MARK NOT FOUND   NGS
 SS0485
 SS0485                          STATION DESCRIPTION
 SS0485
 SS0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0485'18.7 MI E FROM MONARCH.
 SS0485'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0485'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0485'CREEK ROAD, THENCE 2.35 MILES EAST ALONG A GRAVELED ROAD, THENCE 3.95
 SS0485'MILES EAST ALONG A DIRT ROAD, IN SECTION 21, T 15 N, R 9 E, 7 FEET
 SS0485'NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN A ROCK OUTCROP, ABOUT
 SS0485'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 SS0485
 SS0485                          STATION RECOVERY (1984)
 SS0485
 SS0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0896 ***********************************************************************
 SR0896  DESIGNATION -  B 193
 SR0896  PID         -  SR0896
 SR0896  STATE/COUNTY-  MT/FERGUS
 SR0896  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0896
 SR0896                         *CURRENT SURVEY CONTROL
 SR0896  ___________________________________________________________________
 SR0896* NAD 83(1986)-  47 35 52.     (N)    109 43 47.     (W)     SCALED    
 SR0896* NAVD 88     -      1048.383  (meters)    3439.57   (feet)  ADJUSTED  
 SR0896  ___________________________________________________________________
 SR0896  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SR0896  DYNAMIC HT  -        1048.355 (meters)    3439.48  (feet)  COMP
 SR0896  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 SR0896
 SR0896  VERT ORDER  -  SECOND    CLASS 0
 SR0896
 SR0896.The horizontal coordinates were scaled from a topographic map and have
 SR0896.an estimated accuracy of +/- 6 seconds.
 SR0896
 SR0896.The orthometric height was determined by differential leveling
 SR0896.and adjusted by the National Geodetic Survey in June 1991..
 SR0896
 SR0896.The geoid height was determined by GEOID03.
 SR0896
 SR0896.The dynamic height is computed by dividing the NAVD 88
 SR0896.geopotential number by the normal gravity value computed on the
 SR0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0896.degrees latitude (g = 980.6199 gals.).
 SR0896
 SR0896.The modeled gravity was interpolated from observed gravity values.
 SR0896
 SR0896;                    North         East    Units  Estimated Accuracy
 SR0896;SPC MT       -   372,020.      582,730.      MT  (+/- 180 meters Scaled)
 SR0896
 SR0896                          SUPERSEDED SURVEY CONTROL
 SR0896
 SR0896  NGVD 29 (??/??/92) 1047.567  (m)         3436.89   (f) ADJ UNCH    2 0
 SR0896
 SR0896.Superseded values are not recommended for survey control.
 SR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0896.See file dsdata.txt to determine how the superseded data were derived.
 SR0896
 SR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT954723(NAD 83)
 SR0896_MARKER: DB = BENCH MARK DISK
 SR0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0896_STAMPING: B 193 1961
 SR0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0896+STABILITY: SURFACE MOTION
 SR0896
 SR0896  HISTORY     - Date     Condition        Report By
 SR0896  HISTORY     - 1961     MONUMENTED       CGS
 SR0896
 SR0896                          STATION DESCRIPTION
 SR0896
 SR0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0896'29.85 MI NE FROM DENTON.
 SR0896'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0896'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0896'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0896'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0896'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0896'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 18.7 MILES
 SR0896'NORTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES EAST ALONG A DIRT ROAD,
 SR0896'IN SECTION 18, T 21 N, R 16 E, 28 FEET SOUTH OF THE CENTER LINE OF THE
 SR0896'ROAD, 14 FEET WEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 2.0
 SR0896'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SR0896'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0735 ***********************************************************************
 SR0735  DESIGNATION -  B 194
 SR0735  PID         -  SR0735
 SR0735  STATE/COUNTY-  MT/FERGUS
 SR0735  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0735
 SR0735                         *CURRENT SURVEY CONTROL
 SR0735  ___________________________________________________________________
 SR0735* NAD 83(1986)-  47 16 42.     (N)    109 33 33.     (W)     SCALED    
 SR0735* NAVD 88     -      1156.561  (meters)    3794.48   (feet)  ADJUSTED  
 SR0735  ___________________________________________________________________
 SR0735  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SR0735  DYNAMIC HT  -        1156.448 (meters)    3794.11  (feet)  COMP
 SR0735  MODELED GRAV-     980,475.2   (mgal)                       NAVD 88
 SR0735
 SR0735  VERT ORDER  -  SECOND    CLASS 0
 SR0735
 SR0735.The horizontal coordinates were scaled from a topographic map and have
 SR0735.an estimated accuracy of +/- 6 seconds.
 SR0735
 SR0735.The orthometric height was determined by differential leveling
 SR0735.and adjusted by the National Geodetic Survey in June 1991..
 SR0735
 SR0735.The geoid height was determined by GEOID03.
 SR0735
 SR0735.The dynamic height is computed by dividing the NAVD 88
 SR0735.geopotential number by the normal gravity value computed on the
 SR0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0735.degrees latitude (g = 980.6199 gals.).
 SR0735
 SR0735.The modeled gravity was interpolated from observed gravity values.
 SR0735
 SR0735;                    North         East    Units  Estimated Accuracy
 SR0735;SPC MT       -   336,500.      595,530.      MT  (+/- 180 meters Scaled)
 SR0735
 SR0735                          SUPERSEDED SURVEY CONTROL
 SR0735
 SR0735  NGVD 29 (??/??/92) 1155.686  (m)         3791.61   (f) ADJ UNCH    2 0
 SR0735
 SR0735.Superseded values are not recommended for survey control.
 SR0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0735.See file dsdata.txt to determine how the superseded data were derived.
 SR0735
 SR0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT089371(NAD 83)
 SR0735_MARKER: DB = BENCH MARK DISK
 SR0735_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0735_SP_SET: 28 FT.
 SR0735_STAMPING: B 194 1961
 SR0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0735
 SR0735  HISTORY     - Date     Condition        Report By
 SR0735  HISTORY     - 1961     MONUMENTED       CGS
 SR0735
 SR0735                          STATION DESCRIPTION
 SR0735
 SR0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0735'10.9 MI NW FROM BROOKS.
 SR0735'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0735'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0735'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 2.95 MILES NORTH
 SR0735'ALONG A GRAVELED ROAD, IN SECTION 33, T 18 N, R 17 E, 40 FEET EAST OF
 SR0735'THE CENTER LINE OF THE ROAD, 208 FEET SOUTH OF A POWER POLE WITH A
 SR0735'LINE CROSSING OVER THE ROAD, 2.0 FEET NORTH OF A METAL WITNESS POST,
 SR0735'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 SR0735'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 28 FEET AND IS
 SR0735'ENCASED IN A 6 INCH TILE THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0380 ***********************************************************************
 SR0380  DESIGNATION -  B 195
 SR0380  PID         -  SR0380
 SR0380  STATE/COUNTY-  MT/FERGUS
 SR0380  USGS QUAD   -  HILGER (1985)
 SR0380
 SR0380                         *CURRENT SURVEY CONTROL
 SR0380  ___________________________________________________________________
 SR0380* NAD 83(1986)-  47 15 35.     (N)    109 20 34.     (W)     SCALED    
 SR0380* NAVD 88     -      1264.999  (meters)    4150.25   (feet)  ADJUSTED  
 SR0380  ___________________________________________________________________
 SR0380  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 SR0380  DYNAMIC HT  -        1264.867 (meters)    4149.82  (feet)  COMP
 SR0380  MODELED GRAV-     980,464.3   (mgal)                       NAVD 88
 SR0380
 SR0380  VERT ORDER  -  FIRST     CLASS II
 SR0380
 SR0380.The horizontal coordinates were scaled from a topographic map and have
 SR0380.an estimated accuracy of +/- 6 seconds.
 SR0380
 SR0380.The orthometric height was determined by differential leveling
 SR0380.and adjusted by the National Geodetic Survey in June 1991..
 SR0380.WARNING-Repeat measurements at this control monument indicate possible
 SR0380.vertical movement.
 SR0380
 SR0380.The geoid height was determined by GEOID03.
 SR0380
 SR0380.The dynamic height is computed by dividing the NAVD 88
 SR0380.geopotential number by the normal gravity value computed on the
 SR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0380.degrees latitude (g = 980.6199 gals.).
 SR0380
 SR0380.The modeled gravity was interpolated from observed gravity values.
 SR0380
 SR0380;                    North         East    Units  Estimated Accuracy
 SR0380;SPC MT       -   334,450.      611,890.      MT  (+/- 180 meters Scaled)
 SR0380
 SR0380                          SUPERSEDED SURVEY CONTROL
 SR0380
 SR0380  NGVD 29 (??/??/92) 1264.052  (m)         4147.14   (f) ADJ UNCH    1 2
 SR0380
 SR0380.Superseded values are not recommended for survey control.
 SR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0380.See file dsdata.txt to determine how the superseded data were derived.
 SR0380
 SR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT253353(NAD 83)
 SR0380_MARKER: DB = BENCH MARK DISK
 SR0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0380_STAMPING: B 195 1961
 SR0380_PROJECTION: PROJECTING 1 CENTIMETERS
 SR0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0380+STABILITY: SURFACE MOTION
 SR0380
 SR0380  HISTORY     - Date     Condition        Report By
 SR0380  HISTORY     - 1961     MONUMENTED       CGS
 SR0380  HISTORY     - 1980     GOOD             NGS
 SR0380
 SR0380                          STATION DESCRIPTION
 SR0380
 SR0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0380'0.95 MI NE FROM HILGER.
 SR0380'ABOUT 0.95 MILE NORTHEAST ALONG STATE HIGHWAY 19 FROM THE CHICAGO,
 SR0380'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT HILGER, IN SECTION
 SR0380'6, T 17 N, R 19 E, ON THE OUTSIDE OF AND NEAR THE SOUTHWEST END OF A
 SR0380'CURVE, 80 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 89 FEET
 SR0380'SOUTHWEST OF THE CENTER OF A GATE, 64 FEET NORTHEAST OF A BRACED POWER
 SR0380'POLE WHICH HAS A LINE CROSSING OVER THE HIGHWAY, 2 1/2 FEET SOUTHEAST
 SR0380'OF A FENCE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 SR0380'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SR0380'PROJECTING 5 INCHES.
 SR0380
 SR0380                          STATION RECOVERY (1980)
 SR0380
 SR0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0380'1.4 KM (0.9 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE POST
 SR0380'OFFICE IN HILGER, AT THE SOUTHWEST END OF A CURVE, 27.1 METERS
 SR0380'(89.0 FT) SOUTHWEST OF THE CENTER OF A GATE, 24.4 METERS (80.0 FT)
 SR0380'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.5 METERS (64.0 FT)
 SR0380'NORTHEAST OF A UTILITY POLE, AND 0.8 METER (2.5 FT) SOUTHEAST OF
 SR0380'A FENCE.
 SR0380'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 SR0380'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0371 ***********************************************************************
 RV0371  DESIGNATION -  B 196
 RV0371  PID         -  RV0371
 RV0371  STATE/COUNTY-  MT/JUDITH BASIN
 RV0371  USGS QUAD   -  BUFFALO (1970)
 RV0371
 RV0371                         *CURRENT SURVEY CONTROL
 RV0371  ___________________________________________________________________
 RV0371* NAD 83(1986)-  46 47 42.     (N)    109 48 44.     (W)     SCALED    
 RV0371* NAVD 88     -      1330.682  (meters)    4365.75   (feet)  ADJUSTED  
 RV0371  ___________________________________________________________________
 RV0371  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0371  DYNAMIC HT  -        1330.433 (meters)    4364.93  (feet)  COMP
 RV0371  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 RV0371
 RV0371  VERT ORDER  -  FIRST     CLASS II
 RV0371
 RV0371.The horizontal coordinates were scaled from a topographic map and have
 RV0371.an estimated accuracy of +/- 6 seconds.
 RV0371
 RV0371.The orthometric height was determined by differential leveling
 RV0371.and adjusted by the National Geodetic Survey in June 1991..
 RV0371
 RV0371.The geoid height was determined by GEOID03.
 RV0371
 RV0371.The dynamic height is computed by dividing the NAVD 88
 RV0371.geopotential number by the normal gravity value computed on the
 RV0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0371.degrees latitude (g = 980.6199 gals.).
 RV0371
 RV0371.The modeled gravity was interpolated from observed gravity values.
 RV0371
 RV0371;                    North         East    Units  Estimated Accuracy
 RV0371;SPC MT       -   282,850.      576,180.      MT  (+/- 180 meters Scaled)
 RV0371
 RV0371                          SUPERSEDED SURVEY CONTROL
 RV0371
 RV0371  NGVD 29 (??/??/92) 1329.724  (m)         4362.60   (f) ADJ UNCH    1 2
 RV0371
 RV0371.Superseded values are not recommended for survey control.
 RV0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0371.See file dsdata.txt to determine how the superseded data were derived.
 RV0371
 RV0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS906830(NAD 83)
 RV0371_MARKER: DB = BENCH MARK DISK
 RV0371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0371_SP_SET: 10 FT.
 RV0371_STAMPING: B 196 1961
 RV0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0371
 RV0371  HISTORY     - Date     Condition        Report By
 RV0371  HISTORY     - 1961     MONUMENTED       CGS
 RV0371
 RV0371                          STATION DESCRIPTION
 RV0371
 RV0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0371'2.0 MI SE FROM BUFFALO.
 RV0371'ABOUT 2.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0371'STATION SIGN AT BUFFALO, 51 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 92
 RV0371'FEET WEST OF THE CENTER OF A ROAD CROSSING, 31 FEET NORTH OF THE
 RV0371'CENTER LINE OF THE ROAD, 5 FEET SOUTHWEST OF A POLE, 3.4 FEET
 RV0371'SOUTHWEST OF A FENCE CORNER POST, 2.0 FEET SOUTH OF A FENCE, 1.5 FEET
 RV0371'NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK
 RV0371'ON A 5/8-INCH COPPER COATED ROD DRIVEN TO REFUSAL AT A DEPTH OF 10
 RV0371'FEET AND ENCASED IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0461 ***********************************************************************
 SS0461  DESIGNATION -  B 197
 SS0461  PID         -  SS0461
 SS0461  STATE/COUNTY-  MT/JUDITH BASIN
 SS0461  USGS QUAD   -  RAYNESFORD (1995)
 SS0461
 SS0461                         *CURRENT SURVEY CONTROL
 SS0461  ___________________________________________________________________
 SS0461* NAD 83(1986)-  47 15 07.     (N)    110 43 52.     (W)     SCALED    
 SS0461* NAVD 88     -      1260.899  (meters)    4136.80   (feet)  ADJUSTED  
 SS0461  ___________________________________________________________________
 SS0461  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 SS0461  DYNAMIC HT  -        1260.731 (meters)    4136.25  (feet)  COMP
 SS0461  MODELED GRAV-     980,435.6   (mgal)                       NAVD 88
 SS0461
 SS0461  VERT ORDER  -  SECOND    CLASS 0
 SS0461
 SS0461.The horizontal coordinates were scaled from a topographic map and have
 SS0461.an estimated accuracy of +/- 6 seconds.
 SS0461
 SS0461.The orthometric height was determined by differential leveling
 SS0461.and adjusted by the National Geodetic Survey in June 1991..
 SS0461
 SS0461.The geoid height was determined by GEOID03.
 SS0461
 SS0461.The dynamic height is computed by dividing the NAVD 88
 SS0461.geopotential number by the normal gravity value computed on the
 SS0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0461.degrees latitude (g = 980.6199 gals.).
 SS0461
 SS0461.The modeled gravity was interpolated from observed gravity values.
 SS0461
 SS0461;                    North         East    Units  Estimated Accuracy
 SS0461;SPC MT       -   334,300.      506,870.      MT  (+/- 180 meters Scaled)
 SS0461
 SS0461                          SUPERSEDED SURVEY CONTROL
 SS0461
 SS0461  NGVD 29 (??/??/92) 1259.940  (m)         4133.65   (f) ADJ UNCH    2 0
 SS0461
 SS0461.Superseded values are not recommended for survey control.
 SS0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0461.See file dsdata.txt to determine how the superseded data were derived.
 SS0461
 SS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT203331(NAD 83)
 SS0461_MARKER: DB = BENCH MARK DISK
 SS0461_SETTING: 80 = SET IN A BOULDER
 SS0461_SP_SET: BOULDER
 SS0461_STAMPING: B 197 1961
 SS0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0461+STABILITY: SURFACE MOTION
 SS0461
 SS0461  HISTORY     - Date     Condition        Report By
 SS0461  HISTORY     - 1961     MONUMENTED       CGS
 SS0461
 SS0461                          STATION DESCRIPTION
 SS0461
 SS0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0461'1.85 MI SE FROM RAYNESFORD.
 SS0461'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 SS0461'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0461'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 1.05 MILES SOUTH ALONG STATE
 SS0461'SECONDARY ROAD 427, IN SECTION 8, T 17 N, R 8 E, 65 FEET SOUTHEAST OF
 SS0461'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A GRANITE BOULDER WHICH
 SS0461'PROJECTS 16 INCHES, 13 FEET SOUTHEAST OF A FENCE, 41 FEET NORTHEAST OF
 SS0461'A WIRE GATE, 75 FEET NORTHWEST OF TELEPHONE POLE NUMBER 6, AND ABOUT 3
 SS0461'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0468 ***********************************************************************
 RV0468  DESIGNATION -  B 198
 RV0468  PID         -  RV0468
 RV0468  STATE/COUNTY-  MT/FERGUS
 RV0468  USGS QUAD   -  WEST FORK BEAVER CREEK (1970)
 RV0468
 RV0468                         *CURRENT SURVEY CONTROL
 RV0468  ___________________________________________________________________
 RV0468* NAD 83(1986)-  46 57 02.     (N)    109 36 28.     (W)     SCALED    
 RV0468* NAVD 88     -      1349.574  (meters)    4427.73   (feet)  ADJUSTED  
 RV0468  ___________________________________________________________________
 RV0468  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 RV0468  DYNAMIC HT  -        1349.354 (meters)    4427.01  (feet)  COMP
 RV0468  MODELED GRAV-     980,403.2   (mgal)                       NAVD 88
 RV0468
 RV0468  VERT ORDER  -  SECOND    CLASS 0
 RV0468
 RV0468.The horizontal coordinates were scaled from a topographic map and have
 RV0468.an estimated accuracy of +/- 6 seconds.
 RV0468
 RV0468.The orthometric height was determined by differential leveling
 RV0468.and adjusted by the National Geodetic Survey in June 1991..
 RV0468
 RV0468.The geoid height was determined by GEOID03.
 RV0468
 RV0468.The dynamic height is computed by dividing the NAVD 88
 RV0468.geopotential number by the normal gravity value computed on the
 RV0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0468.degrees latitude (g = 980.6199 gals.).
 RV0468
 RV0468.The modeled gravity was interpolated from observed gravity values.
 RV0468
 RV0468;                    North         East    Units  Estimated Accuracy
 RV0468;SPC MT       -   300,090.      591,800.      MT  (+/- 180 meters Scaled)
 RV0468
 RV0468                          SUPERSEDED SURVEY CONTROL
 RV0468
 RV0468  NGVD 29 (??/??/92) 1348.645  (m)         4424.68   (f) ADJ UNCH    2 0
 RV0468
 RV0468.Superseded values are not recommended for survey control.
 RV0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0468.See file dsdata.txt to determine how the superseded data were derived.
 RV0468
 RV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT059006(NAD 83)
 RV0468_MARKER: DB = BENCH MARK DISK
 RV0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0468_SP_SET: 10 FT.
 RV0468_STAMPING: B 198 1961
 RV0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0468
 RV0468  HISTORY     - Date     Condition        Report By
 RV0468  HISTORY     - 1961     MONUMENTED       CGS
 RV0468
 RV0468                          STATION DESCRIPTION
 RV0468
 RV0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0468'11.5 MI E FROM MOORE.
 RV0468'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 RV0468'MOORE, THENCE 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 87, THENCE 5.25
 RV0468'MILES SOUTH ALONG A GRAVEL ROAD, NEAR THE CENTER OF A SMALL TRIANGLE
 RV0468'FORMED BY THE JUNCTION OF A ROAD EAST, 27 FEET EAST OF THE CENTER LINE
 RV0468'OF THE NORTH-SOUTH ROAD, 6 FEET NORTH OF THE EXTENDED CENTER LINE OF
 RV0468'THE ROAD EAST, 3 FEET EAST OF A CRYSTAL LAKE SIGN POST, 1.0 FOOT WEST
 RV0468'OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 RV0468'WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF 10 FEET.  THE UPPER PORTION
 RV0468'OF THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0264 ***********************************************************************
 SS0264  DESIGNATION -  B 2 Y
 SS0264  PID         -  SS0264
 SS0264  STATE/COUNTY-  MT/JUDITH BASIN
 SS0264  USGS QUAD   -  ARROW CREEK (1979)
 SS0264
 SS0264                         *CURRENT SURVEY CONTROL
 SS0264  ___________________________________________________________________
 SS0264* NAD 83(1986)-  47 18 43.     (N)    110 09 55.     (W)     SCALED    
 SS0264* NAVD 88     -      1194.890  (meters)    3920.23   (feet)  ADJUSTED  
 SS0264  ___________________________________________________________________
 SS0264  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 SS0264  DYNAMIC HT  -        1194.784 (meters)    3919.89  (feet)  COMP
 SS0264  MODELED GRAV-     980,481.8   (mgal)                       NAVD 88
 SS0264
 SS0264  VERT ORDER  -  SECOND    CLASS 0
 SS0264
 SS0264.The horizontal coordinates were scaled from a topographic map and have
 SS0264.an estimated accuracy of +/- 6 seconds.
 SS0264
 SS0264.The orthometric height was determined by differential leveling
 SS0264.and adjusted by the National Geodetic Survey in June 1991..
 SS0264
 SS0264.The geoid height was determined by GEOID03.
 SS0264
 SS0264.The dynamic height is computed by dividing the NAVD 88
 SS0264.geopotential number by the normal gravity value computed on the
 SS0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0264.degrees latitude (g = 980.6199 gals.).
 SS0264
 SS0264.The modeled gravity was interpolated from observed gravity values.
 SS0264
 SS0264;                    North         East    Units  Estimated Accuracy
 SS0264;SPC MT       -   340,450.      549,730.      MT  (+/- 180 meters Scaled)
 SS0264
 SS0264                          SUPERSEDED SURVEY CONTROL
 SS0264
 SS0264  NGVD 29 (??/??/92) 1194.011  (m)         3917.35   (f) ADJ UNCH    2 0
 SS0264
 SS0264.Superseded values are not recommended for survey control.
 SS0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0264.See file dsdata.txt to determine how the superseded data were derived.
 SS0264
 SS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT630401(NAD 83)
 SS0264_MARKER: DS = TRIANGULATION STATION DISK
 SS0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0264_STAMPING: B 2 Y 1961
 SS0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0264+STABILITY: SURFACE MOTION
 SS0264
 SS0264  HISTORY     - Date     Condition        Report By
 SS0264  HISTORY     - 1961     MONUMENTED       CGS
 SS0264
 SS0264                          STATION DESCRIPTION
 SS0264
 SS0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0264'2.6 MI S FROM ARROW CREEK.
 SS0264'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0264'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0264'2.0 MILES SOUTH ALONG STATE SECONDARY ROAD 230, THENCE 0.4 MILE
 SS0264'SOUTHEAST ACROSS A PASTURE TO THE CREST OF A HILL, IN SECTION 23, T 18
 SS0264'N, R 12 E, ABOUT 0.4 MILE NORTHEAST OF AND ACROSS A FIELD FROM
 SS0264'TRIANGULATION STATION B 2 Z 1961, 8 FEET SOUTHWEST OF A FENCE CORNER,
 SS0264'5 1/2 FEET WEST OF A NORTH-SOUTH FENCE, 5 FEET SOUTH OF AN EAST-WEST
 SS0264'FENCE, 24.0 FEET NORTH OF B 2 Y R.M. 1, 22.0 FEET EAST OF B 2 Y R.M.
 SS0264'2, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0263 ***********************************************************************
 SS0263  DESIGNATION -  B 2 Y RM 1
 SS0263  PID         -  SS0263
 SS0263  STATE/COUNTY-  MT/JUDITH BASIN
 SS0263  USGS QUAD   -  ARROW CREEK (1979)
 SS0263
 SS0263                         *CURRENT SURVEY CONTROL
 SS0263  ___________________________________________________________________
 SS0263* NAD 83(1986)-  47 18 43.     (N)    110 09 55.     (W)     SCALED    
 SS0263* NAVD 88     -      1195.214  (meters)    3921.30   (feet)  ADJUSTED  
 SS0263  ___________________________________________________________________
 SS0263  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 SS0263  DYNAMIC HT  -        1195.107 (meters)    3920.95  (feet)  COMP
 SS0263  MODELED GRAV-     980,481.8   (mgal)                       NAVD 88
 SS0263
 SS0263  VERT ORDER  -  SECOND    CLASS 0
 SS0263
 SS0263.The horizontal coordinates were scaled from a topographic map and have
 SS0263.an estimated accuracy of +/- 6 seconds.
 SS0263
 SS0263.The orthometric height was determined by differential leveling
 SS0263.and adjusted by the National Geodetic Survey in June 1991..
 SS0263
 SS0263.The geoid height was determined by GEOID03.
 SS0263
 SS0263.The dynamic height is computed by dividing the NAVD 88
 SS0263.geopotential number by the normal gravity value computed on the
 SS0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0263.degrees latitude (g = 980.6199 gals.).
 SS0263
 SS0263.The modeled gravity was interpolated from observed gravity values.
 SS0263
 SS0263;                    North         East    Units  Estimated Accuracy
 SS0263;SPC MT       -   340,450.      549,730.      MT  (+/- 180 meters Scaled)
 SS0263
 SS0263                          SUPERSEDED SURVEY CONTROL
 SS0263
 SS0263  NGVD 29 (??/??/92) 1194.334  (m)         3918.41   (f) ADJ UNCH    2 0
 SS0263
 SS0263.Superseded values are not recommended for survey control.
 SS0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0263.See file dsdata.txt to determine how the superseded data were derived.
 SS0263
 SS0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT630401(NAD 83)
 SS0263_MARKER: DR = REFERENCE MARK DISK
 SS0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0263_STAMPING: B 2 Y NO 1 1961
 SS0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0263+STABILITY: SURFACE MOTION
 SS0263
 SS0263  HISTORY     - Date     Condition        Report By
 SS0263  HISTORY     - 1961     MONUMENTED       CGS
 SS0263
 SS0263                          STATION DESCRIPTION
 SS0263
 SS0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0263'2.6 MI S FROM ARROW CREEK.
 SS0263'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0263'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0263'2.0 MILES SOUTH ALONG STATE SECONDARY ROAD 230, THENCE 0.4 MILE
 SS0263'SOUTHEAST ACROSS A PASTURE TO THE CREST OF A HILL, IN SECTION 23, T 18
 SS0263'N, R 12 E, 29 FEET SOUTH OF AN EAST-WEST FENCE, 24.0 FEET SOUTH OF B 2
 SS0263'Y 1961, 1 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SS0263'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0265 ***********************************************************************
 SS0265  DESIGNATION -  B 2 Y RM 2
 SS0265  PID         -  SS0265
 SS0265  STATE/COUNTY-  MT/JUDITH BASIN
 SS0265  USGS QUAD   -  ARROW CREEK (1979)
 SS0265
 SS0265                         *CURRENT SURVEY CONTROL
 SS0265  ___________________________________________________________________
 SS0265* NAD 83(1986)-  47 18 43.     (N)    110 09 55.     (W)     SCALED    
 SS0265* NAVD 88     -      1195.006  (meters)    3920.62   (feet)  ADJUSTED  
 SS0265  ___________________________________________________________________
 SS0265  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 SS0265  DYNAMIC HT  -        1194.899 (meters)    3920.26  (feet)  COMP
 SS0265  MODELED GRAV-     980,481.8   (mgal)                       NAVD 88
 SS0265
 SS0265  VERT ORDER  -  SECOND    CLASS 0
 SS0265
 SS0265.The horizontal coordinates were scaled from a topographic map and have
 SS0265.an estimated accuracy of +/- 6 seconds.
 SS0265
 SS0265.The orthometric height was determined by differential leveling
 SS0265.and adjusted by the National Geodetic Survey in June 1991..
 SS0265
 SS0265.The geoid height was determined by GEOID03.
 SS0265
 SS0265.The dynamic height is computed by dividing the NAVD 88
 SS0265.geopotential number by the normal gravity value computed on the
 SS0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0265.degrees latitude (g = 980.6199 gals.).
 SS0265
 SS0265.The modeled gravity was interpolated from observed gravity values.
 SS0265
 SS0265;                    North         East    Units  Estimated Accuracy
 SS0265;SPC MT       -   340,450.      549,730.      MT  (+/- 180 meters Scaled)
 SS0265
 SS0265                          SUPERSEDED SURVEY CONTROL
 SS0265
 SS0265  NGVD 29 (??/??/92) 1194.126  (m)         3917.73   (f) ADJ UNCH    2 0
 SS0265
 SS0265.Superseded values are not recommended for survey control.
 SS0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0265.See file dsdata.txt to determine how the superseded data were derived.
 SS0265
 SS0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT630401(NAD 83)
 SS0265_MARKER: DR = REFERENCE MARK DISK
 SS0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0265_STAMPING: B 2 Y NO 2 1961
 SS0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0265+STABILITY: SURFACE MOTION
 SS0265
 SS0265  HISTORY     - Date     Condition        Report By
 SS0265  HISTORY     - 1961     MONUMENTED       CGS
 SS0265
 SS0265                          STATION DESCRIPTION
 SS0265
 SS0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0265'2.6 MI S FROM ARROW CREEK.
 SS0265'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0265'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0265'2.0 MILES SOUTH ALONG STATE SECONDARY ROAD 230, THENCE 0.4 MILE
 SS0265'SOUTHEAST ACROSS A PASTURE TO THE CREST OF A HILL, IN SECTION 23, T 18
 SS0265'N, R 12 E, 27 FEET WEST OF A NORTH-SOUTH FENCE, 22.0 FEET WEST OF B 2
 SS0265'Y 1961 1 FOOT SOUTH OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A
 SS0265'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0266 ***********************************************************************
 SS0266  DESIGNATION -  B 2 Z
 SS0266  PID         -  SS0266
 SS0266  STATE/COUNTY-  MT/JUDITH BASIN
 SS0266  USGS QUAD   -  ARROW CREEK (1979)
 SS0266
 SS0266                         *CURRENT SURVEY CONTROL
 SS0266  ___________________________________________________________________
 SS0266* NAD 83(1986)-  47 18 33.     (N)    110 10 14.     (W)     SCALED    
 SS0266* NAVD 88     -      1199.193  (meters)    3934.35   (feet)  ADJUSTED  
 SS0266  ___________________________________________________________________
 SS0266  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS0266  DYNAMIC HT  -        1199.085 (meters)    3934.00  (feet)  COMP
 SS0266  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 SS0266
 SS0266  VERT ORDER  -  SECOND    CLASS 0
 SS0266
 SS0266.The horizontal coordinates were scaled from a topographic map and have
 SS0266.an estimated accuracy of +/- 6 seconds.
 SS0266
 SS0266.The orthometric height was determined by differential leveling
 SS0266.and adjusted by the National Geodetic Survey in June 1991..
 SS0266
 SS0266.The geoid height was determined by GEOID03.
 SS0266
 SS0266.The dynamic height is computed by dividing the NAVD 88
 SS0266.geopotential number by the normal gravity value computed on the
 SS0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0266.degrees latitude (g = 980.6199 gals.).
 SS0266
 SS0266.The modeled gravity was interpolated from observed gravity values.
 SS0266
 SS0266;                    North         East    Units  Estimated Accuracy
 SS0266;SPC MT       -   340,150.      549,330.      MT  (+/- 180 meters Scaled)
 SS0266
 SS0266                          SUPERSEDED SURVEY CONTROL
 SS0266
 SS0266  NGVD 29 (??/??/92) 1198.313  (m)         3931.47   (f) ADJ UNCH    2 0
 SS0266
 SS0266.Superseded values are not recommended for survey control.
 SS0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0266.See file dsdata.txt to determine how the superseded data were derived.
 SS0266
 SS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT626398(NAD 83)
 SS0266_MARKER: DS = TRIANGULATION STATION DISK
 SS0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0266_STAMPING: B 2 Z 1961
 SS0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0266+STABILITY: SURFACE MOTION
 SS0266
 SS0266  HISTORY     - Date     Condition        Report By
 SS0266  HISTORY     - 1961     MONUMENTED       CGS
 SS0266
 SS0266                          STATION DESCRIPTION
 SS0266
 SS0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0266'2.65 MI S FROM ARROW CREEK.
 SS0266'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0266'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0266'2.45 MILES SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 23, T 18
 SS0266'N, R 12 E, 73 FEET EAST OF THE CENTER LINE OF THE ROAD, 215 FEET NORTH
 SS0266'OF THE CENTER OF A WIRE GATE, 171 FEET SOUTHEAST OF AND ACROSS THE
 SS0266'ROAD FROM A POWER POLE, 47.2 FEET SOUTH OF B 2 Z R.M. 1, 43.5 FEET
 SS0266'NORTH OF B 2 Z R.M. 2, 7 1/2 FEET WEST OF A FENCE, 8.5 FEET SOUTHWEST
 SS0266'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 SS0266'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0267 ***********************************************************************
 SS0267  DESIGNATION -  B 2 Z RM 1
 SS0267  PID         -  SS0267
 SS0267  STATE/COUNTY-  MT/JUDITH BASIN
 SS0267  USGS QUAD   -  ARROW CREEK (1979)
 SS0267
 SS0267                         *CURRENT SURVEY CONTROL
 SS0267  ___________________________________________________________________
 SS0267* NAD 83(1986)-  47 18 33.     (N)    110 10 14.     (W)     SCALED    
 SS0267* NAVD 88     -      1199.216  (meters)    3934.43   (feet)  ADJUSTED  
 SS0267  ___________________________________________________________________
 SS0267  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS0267  DYNAMIC HT  -        1199.108 (meters)    3934.07  (feet)  COMP
 SS0267  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 SS0267
 SS0267  VERT ORDER  -  SECOND    CLASS 0
 SS0267
 SS0267.The horizontal coordinates were scaled from a topographic map and have
 SS0267.an estimated accuracy of +/- 6 seconds.
 SS0267
 SS0267.The orthometric height was determined by differential leveling
 SS0267.and adjusted by the National Geodetic Survey in June 1991..
 SS0267
 SS0267.The geoid height was determined by GEOID03.
 SS0267
 SS0267.The dynamic height is computed by dividing the NAVD 88
 SS0267.geopotential number by the normal gravity value computed on the
 SS0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0267.degrees latitude (g = 980.6199 gals.).
 SS0267
 SS0267.The modeled gravity was interpolated from observed gravity values.
 SS0267
 SS0267;                    North         East    Units  Estimated Accuracy
 SS0267;SPC MT       -   340,150.      549,330.      MT  (+/- 180 meters Scaled)
 SS0267
 SS0267                          SUPERSEDED SURVEY CONTROL
 SS0267
 SS0267  NGVD 29 (??/??/92) 1198.335  (m)         3931.54   (f) ADJ UNCH    2 0
 SS0267
 SS0267.Superseded values are not recommended for survey control.
 SS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0267.See file dsdata.txt to determine how the superseded data were derived.
 SS0267
 SS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT626398(NAD 83)
 SS0267_MARKER: DR = REFERENCE MARK DISK
 SS0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0267_STAMPING: B 2 Z NO 1 1961
 SS0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0267+STABILITY: SURFACE MOTION
 SS0267
 SS0267  HISTORY     - Date     Condition        Report By
 SS0267  HISTORY     - 1961     MONUMENTED       CGS
 SS0267
 SS0267                          STATION DESCRIPTION
 SS0267
 SS0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0267'2.65 MI S FROM ARROW CREEK.
 SS0267'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0267'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0267'2.45 MILES SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 23, T 18
 SS0267'N, R 12 E, 79 FEET EAST OF THE CENTER LINE OF THE ROAD, 167 FEET EAST
 SS0267'OF AND ACROSS THE ROAD FROM A POWER POLE, 47.2 FEET NORTH OF B 2 Z
 SS0267'1961, 1 FOOT WEST OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SS0267'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0262 ***********************************************************************
 SS0262  DESIGNATION -  B 2 Z RM 2
 SS0262  PID         -  SS0262
 SS0262  STATE/COUNTY-  MT/JUDITH BASIN
 SS0262  USGS QUAD   -  ARROW CREEK (1979)
 SS0262
 SS0262                         *CURRENT SURVEY CONTROL
 SS0262  ___________________________________________________________________
 SS0262* NAD 83(1986)-  47 18 33.     (N)    110 10 15.     (W)     SCALED    
 SS0262* NAVD 88     -      1199.230  (meters)    3934.47   (feet)  ADJUSTED  
 SS0262  ___________________________________________________________________
 SS0262  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS0262  DYNAMIC HT  -        1199.122 (meters)    3934.12  (feet)  COMP
 SS0262  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 SS0262
 SS0262  VERT ORDER  -  SECOND    CLASS 0
 SS0262
 SS0262.The horizontal coordinates were scaled from a topographic map and have
 SS0262.an estimated accuracy of +/- 6 seconds.
 SS0262
 SS0262.The orthometric height was determined by differential leveling
 SS0262.and adjusted by the National Geodetic Survey in June 1991..
 SS0262
 SS0262.The geoid height was determined by GEOID03.
 SS0262
 SS0262.The dynamic height is computed by dividing the NAVD 88
 SS0262.geopotential number by the normal gravity value computed on the
 SS0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0262.degrees latitude (g = 980.6199 gals.).
 SS0262
 SS0262.The modeled gravity was interpolated from observed gravity values.
 SS0262
 SS0262;                    North         East    Units  Estimated Accuracy
 SS0262;SPC MT       -   340,150.      549,310.      MT  (+/- 180 meters Scaled)
 SS0262
 SS0262                          SUPERSEDED SURVEY CONTROL
 SS0262
 SS0262  NGVD 29 (??/??/92) 1198.349  (m)         3931.58   (f) ADJ UNCH    2 0
 SS0262
 SS0262.Superseded values are not recommended for survey control.
 SS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0262.See file dsdata.txt to determine how the superseded data were derived.
 SS0262
 SS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT626398(NAD 83)
 SS0262_MARKER: DR = REFERENCE MARK DISK
 SS0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0262_STAMPING: B 2 Z NO 2 1961
 SS0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0262+STABILITY: SURFACE MOTION
 SS0262
 SS0262  HISTORY     - Date     Condition        Report By
 SS0262  HISTORY     - 1961     MONUMENTED       CGS
 SS0262
 SS0262                          STATION DESCRIPTION
 SS0262
 SS0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0262'2.65 MI S FROM ARROW CREEK.
 SS0262'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0262'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0262'2.45 MILES SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 23, T 18
 SS0262'N, R 12 E, 80 FEET EAST OF THE CENTER LINE OF THE ROAD, 178 FEET SOUTH
 SS0262'OF THE CENTER OF A WIRE GATE, 2 FEET WEST OF A FENCE, 43.5 FEET SOUTH
 SS0262'OF B 2 Z 1961, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 SS0262'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0522 ***********************************************************************
 RV0522  DESIGNATION -  B 200
 RV0522  PID         -  RV0522
 RV0522  STATE/COUNTY-  MT/WHEATLAND
 RV0522  USGS QUAD   -  YAPLE BENCH (1995)
 RV0522
 RV0522                         *CURRENT SURVEY CONTROL
 RV0522  ___________________________________________________________________
 RV0522* NAD 83(1986)-  46 38 08.     (N)    109 37 12.     (W)     SCALED    
 RV0522* NAVD 88     -      1444.991  (meters)    4740.77   (feet)  ADJUSTED  
 RV0522  ___________________________________________________________________
 RV0522  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 RV0522  DYNAMIC HT  -        1444.690 (meters)    4739.79  (feet)  COMP
 RV0522  MODELED GRAV-     980,355.0   (mgal)                       NAVD 88
 RV0522
 RV0522  VERT ORDER  -  SECOND    CLASS 0
 RV0522
 RV0522.The horizontal coordinates were scaled from a topographic map and have
 RV0522.an estimated accuracy of +/- 6 seconds.
 RV0522
 RV0522.The orthometric height was determined by differential leveling
 RV0522.and adjusted by the National Geodetic Survey in June 1991..
 RV0522
 RV0522.The geoid height was determined by GEOID03.
 RV0522
 RV0522.The dynamic height is computed by dividing the NAVD 88
 RV0522.geopotential number by the normal gravity value computed on the
 RV0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0522.degrees latitude (g = 980.6199 gals.).
 RV0522
 RV0522.The modeled gravity was interpolated from observed gravity values.
 RV0522
 RV0522;                    North         East    Units  Estimated Accuracy
 RV0522;SPC MT       -   265,090.      590,820.      MT  (+/- 180 meters Scaled)
 RV0522
 RV0522                          SUPERSEDED SURVEY CONTROL
 RV0522
 RV0522  NGVD 29 (??/??/92) 1444.025  (m)         4737.61   (f) ADJ UNCH    2 0
 RV0522
 RV0522.Superseded values are not recommended for survey control.
 RV0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0522.See file dsdata.txt to determine how the superseded data were derived.
 RV0522
 RV0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS056655(NAD 83)
 RV0522_MARKER: DB = BENCH MARK DISK
 RV0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0522_SP_SET: 14 FT.
 RV0522_STAMPING: B 200 1961
 RV0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0522
 RV0522  HISTORY     - Date     Condition        Report By
 RV0522  HISTORY     - 1961     MONUMENTED       CGS
 RV0522
 RV0522                          STATION DESCRIPTION
 RV0522
 RV0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0522'9.3 MI SE FROM JUDITH GAP.
 RV0522'ABOUT 7.15 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0522'GAP, THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, AT A TURN IN THE ROAD
 RV0522'WITH TANGENTS NORTH AND WEST, 0.15 MILE WEST OF AN ABANDONED HOUSE AND
 RV0522'BARN, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21 FEET WEST OF
 RV0522'THE CORNER OF A FENCE LEADING SOUTH, 10 FEET EAST OF ANOTHER FENCE
 RV0522'CORNER, 1 1/2 FEET SOUTH OF THE FENCE, 2.0 FEET SOUTHWEST OF A WITNESS
 RV0522'POST, ABOUT LEVEL WITH THE ROAD, A DISK ON A 5/8-INCH COPPER COATED
 RV0522'ROD WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF 14 FEET.  THE UPPER
 RV0522'PORTION OF THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 RV0522'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0013 ***********************************************************************
 TH0013  DESIGNATION -  B 203
 TH0013  PID         -  TH0013
 TH0013  STATE/COUNTY-  MT/SHERIDAN
 TH0013  USGS QUAD   -  WESTBY NORTH (1983)
 TH0013
 TH0013                         *CURRENT SURVEY CONTROL
 TH0013  ___________________________________________________________________
 TH0013* NAD 83(1999)-  48 52 46.70174(N)    104 07 31.26984(W)     ADJUSTED  
 TH0013* NAVD 88     -       664.330  (meters)    2179.56   (feet)  ADJUSTED  
 TH0013  ___________________________________________________________________
 TH0013  X           -  -1,025,705.889 (meters)                     COMP
 TH0013  Y           -  -4,075,872.304 (meters)                     COMP
 TH0013  Z           -   4,782,253.146 (meters)                     COMP
 TH0013  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 TH0013  ELLIP HEIGHT-         645.72  (meters)          (05/11/01) GPS OBS
 TH0013  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TH0013  DYNAMIC HT  -         664.452 (meters)    2179.96  (feet)  COMP
 TH0013  MODELED GRAV-     980,770.7   (mgal)                       NAVD 88
 TH0013
 TH0013  HORZ ORDER  -  FIRST
 TH0013  VERT ORDER  -  SECOND    CLASS 0
 TH0013  ELLP ORDER  -  FOURTH    CLASS I
 TH0013
 TH0013.The horizontal coordinates were established by GPS observations
 TH0013.and adjusted by the National Geodetic Survey in May 2001..
 TH0013.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TH0013.DATUM ITEM on the data sheet items page.
 TH0013
 TH0013.The orthometric height was determined by differential leveling
 TH0013.and adjusted by the National Geodetic Survey in June 1991..
 TH0013
 TH0013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TH0013
 TH0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0013
 TH0013.The ellipsoidal height was determined by GPS observations
 TH0013.and is referenced to NAD 83.
 TH0013
 TH0013.The geoid height was determined by GEOID03.
 TH0013
 TH0013.The dynamic height is computed by dividing the NAVD 88
 TH0013.geopotential number by the normal gravity value computed on the
 TH0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0013.degrees latitude (g = 980.6199 gals.).
 TH0013
 TH0013.The modeled gravity was interpolated from observed gravity values.
 TH0013
 TH0013;                    North         East     Units Scale Factor Converg.
 TH0013;SPC MT       -   528,002.091   993,881.747   MT  0.99992820   +3 55 53.7
 TH0013;SPC MT       - 1,732,290.32  3,260,766.89   iFT  0.99992820   +3 55 53.7
 TH0013;UTM  13      - 5,414,444.747   564,127.584   MT  0.99965052   +0 39 32.1
 TH0013
 TH0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0013!SPC MT       -   0.99989882  x   0.99992820  =   0.99982702
 TH0013!UTM  13      -   0.99989882  x   0.99965052  =   0.99954937
 TH0013
 TH0013                          SUPERSEDED SURVEY CONTROL
 TH0013
 TH0013  NAD 83(1992)-  48 52 46.70128(N)    104 07 31.26995(W) AD(       ) 1
 TH0013  ELLIP H (02/16/01)  645.80   (m)                       GP(       ) 3 1
 TH0013  NAVD 88 (02/16/01)  664.33   (m)         2179.6    (f) LEVELING    3  
 TH0013  NGVD 29 (??/??/92)  663.811  (m)         2177.85   (f) ADJ UNCH    2 0
 TH0013
 TH0013.Superseded values are not recommended for survey control.
 TH0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0013.See file dsdata.txt to determine how the superseded data were derived.
 TH0013
 TH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6412814445(NAD 83)
 TH0013_MARKER: DB = BENCH MARK DISK
 TH0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0013_STAMPING: B 203 1934
 TH0013_MARK LOGO: NONE  
 TH0013_MAGNETIC: N = NO MAGNETIC MATERIAL
 TH0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0013+STABILITY: SURFACE MOTION
 TH0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0013+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 TH0013
 TH0013  HISTORY     - Date     Condition        Report By
 TH0013  HISTORY     - 1934     MONUMENTED       CGS
 TH0013  HISTORY     - 20001128 GOOD             NGS
 TH0013
 TH0013                          STATION DESCRIPTION
 TH0013
 TH0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0013'3.9 MI NW FROM WESTBY.
 TH0013'3.9 MILES NORTHWEST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE. MARIE
 TH0013'RAILWAY DEPOT AT WESTBY.  AT MCELROY.  140 YARDS SOUTHEAST OF THE
 TH0013'DEPOT.  100 YARDS NORTHWEST OF CENTERLINE OF ROAD CROSSING RAILWAY.
 TH0013'120 FEET SOUTHEAST OF MILE POST 624.  64 FEET WEST OF STOCKYARDS.  27
 TH0013'FEET EAST OF EAST RAIL OF TRACK.  A STANDARD TABLET SET IN TOP OF
 TH0013'CONCRETE POST 5 INCHES HIGH.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 TH0013'SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
 TH0013
 TH0013                          STATION RECOVERY (2000)
 TH0013
 TH0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 TH0013'RECOVERY NOTE BY MT DEPARTMENT OF TRANSPORTATION 2000 (DRD)
 TH0013'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) WEST OF WESTBY AND IN
 TH0013'THE RIGHT OF WAY OF THE DAKOTA, MISSOURI VALLEY AND
 TH0013'WESTERN RAILROAD (FORMERLY SOO LINE).  TO REACH THE STATION FROM
 TH0013'THE INTERSECTION OF MONTANA HIGHWAY 5 AND THE RAILROAD TRACK
 TH0013'CROSSING IN WESTBY GO SOUTHERLY THEN WESTERLY ALONG HIGHWAY 5
 TH0013'FOR 5.5 KM (3.4 MI) TO MCELROY ROAD ON THE RIGHT.  TURN RIGHT
 TH0013'ON MCELROY ROAD AND CONTINUE ALONG MCELROY ROAD  FOR 1.4 KM
 TH0013'(0.9 MI) TO THE RAILROAD TRACKS AND A FARM ROAD.  TURN LEFT ON THE
 TH0013'FARM ROAD  AND CONTINUE ALONG THE FARM ROAD FOR 150 M TO THE
 TH0013'MARK LOCATED 48 M ON THE RIGHT.  THE MARK IS ALSO 10 M
 TH0013'SOUTHWESTERLY OF THE TRACKS.  THE MARK IS A STANDARD TABLET IN A
 TH0013'CONCRETE POST STAMPED B203 1934.  A SURVEY WITNESS POST IS
 TH0013'LOCATED 0.3 M (1 FT) NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0221 ***********************************************************************
 RT0221  DESIGNATION -  B 204
 RT0221  PID         -  RT0221
 RT0221  STATE/COUNTY-  MT/CUSTER
 RT0221  USGS QUAD   -  KNOWLTON (1969)
 RT0221
 RT0221                         *CURRENT SURVEY CONTROL
 RT0221  ___________________________________________________________________
 RT0221* NAD 83(1986)-  46 21 07.     (N)    105 00 59.     (W)     SCALED    
 RT0221* NAVD 88     -       935.888  (meters)    3070.49   (feet)  ADJUSTED  
 RT0221  ___________________________________________________________________
 RT0221  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RT0221  DYNAMIC HT  -         935.783 (meters)    3070.15  (feet)  COMP
 RT0221  MODELED GRAV-     980,470.9   (mgal)                       NAVD 88
 RT0221
 RT0221  VERT ORDER  -  SECOND    CLASS 0
 RT0221
 RT0221.The horizontal coordinates were scaled from a topographic map and have
 RT0221.an estimated accuracy of +/- 6 seconds.
 RT0221
 RT0221.The orthometric height was determined by differential leveling
 RT0221.and adjusted by the National Geodetic Survey in June 1991..
 RT0221
 RT0221.The geoid height was determined by GEOID03.
 RT0221
 RT0221.The dynamic height is computed by dividing the NAVD 88
 RT0221.geopotential number by the normal gravity value computed on the
 RT0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0221.degrees latitude (g = 980.6199 gals.).
 RT0221
 RT0221.The modeled gravity was interpolated from observed gravity values.
 RT0221
 RT0221;                    North         East    Units  Estimated Accuracy
 RT0221;SPC MT       -   243,450.      944,730.      MT  (+/- 180 meters Scaled)
 RT0221
 RT0221                          SUPERSEDED SURVEY CONTROL
 RT0221
 RT0221  NGVD 29 (??/??/92)  935.299  (m)         3068.56   (f) ADJ UNCH    2 0
 RT0221
 RT0221.Superseded values are not recommended for survey control.
 RT0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0221.See file dsdata.txt to determine how the superseded data were derived.
 RT0221
 RT0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM987331(NAD 83)
 RT0221_MARKER: DB = BENCH MARK DISK
 RT0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0221_STAMPING: B 204 1934
 RT0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0221+STABILITY: SURFACE MOTION
 RT0221
 RT0221  HISTORY     - Date     Condition        Report By
 RT0221  HISTORY     - 1934     MONUMENTED       CGS
 RT0221
 RT0221                          STATION DESCRIPTION
 RT0221
 RT0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0221'4.3 MI NE FROM KNOWLTON.
 RT0221'4.3 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO ISMAY FROM THE
 RT0221'SCHOOLHOUSE AT KNOWLTON, CUSTER COUNTY, IN A LEVEL AREA, 125 YARDS
 RT0221'SOUTHWEST OF THE DRIVE LEADING TO THE HAROLD CUMMINGS RANCH HOUSE, AND
 RT0221'39 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 RT0221'STAMPED B 204 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RT0221'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0092 ***********************************************************************
 QU0092  DESIGNATION -  B 205
 QU0092  PID         -  QU0092
 QU0092  STATE/COUNTY-  MT/CUSTER
 QU0092  USGS QUAD   -  MILLS CREEK EAST (1979)
 QU0092
 QU0092                         *CURRENT SURVEY CONTROL
 QU0092  ___________________________________________________________________
 QU0092* NAD 83(1986)-  45 58 45.     (N)    105 02 34.     (W)     SCALED    
 QU0092* NAVD 88     -       816.974  (meters)    2680.36   (feet)  ADJUSTED  
 QU0092  ___________________________________________________________________
 QU0092  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 QU0092  DYNAMIC HT  -         816.859 (meters)    2679.98  (feet)  COMP
 QU0092  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 QU0092
 QU0092  VERT ORDER  -  SECOND    CLASS 0
 QU0092
 QU0092.The horizontal coordinates were scaled from a topographic map and have
 QU0092.an estimated accuracy of +/- 6 seconds.
 QU0092
 QU0092.The orthometric height was determined by differential leveling
 QU0092.and adjusted by the National Geodetic Survey in June 1991..
 QU0092
 QU0092.The geoid height was determined by GEOID03.
 QU0092
 QU0092.The dynamic height is computed by dividing the NAVD 88
 QU0092.geopotential number by the normal gravity value computed on the
 QU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0092.degrees latitude (g = 980.6199 gals.).
 QU0092
 QU0092.The modeled gravity was interpolated from observed gravity values.
 QU0092
 QU0092;                    North         East    Units  Estimated Accuracy
 QU0092;SPC MT       -   201,980.      945,060.      MT  (+/- 180 meters Scaled)
 QU0092
 QU0092                          SUPERSEDED SURVEY CONTROL
 QU0092
 QU0092  NGVD 29 (??/??/92)  816.396  (m)         2678.46   (f) ADJ UNCH    2 0
 QU0092
 QU0092.Superseded values are not recommended for survey control.
 QU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0092.See file dsdata.txt to determine how the superseded data were derived.
 QU0092
 QU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL966917(NAD 83)
 QU0092_MARKER: DB = BENCH MARK DISK
 QU0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0092_STAMPING: B 205 1934
 QU0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0092+STABILITY: SURFACE MOTION
 QU0092
 QU0092  HISTORY     - Date     Condition        Report By
 QU0092  HISTORY     - 1934     MONUMENTED       CGS
 QU0092  HISTORY     - 1973     GOOD             USGS
 QU0092
 QU0092                          STATION DESCRIPTION
 QU0092
 QU0092'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0092'17 MI NW FROM POWDERVILLE.
 QU0092'17.0 MILES FROM POWDER RIVER BRIDGE NEAR POWDERVILLE, POWER
 QU0092'RIVER COUNTY, 1.0 MILE WEST OF, THENCE 16.00 MILES NORTH ALONG
 QU0092'COUNTY ROAD TO MIZPAH.  BENCH MARK IS LOCATED 200 FEET SOUTH
 QU0092'AND 77 FEET FROM THE CENTERLINE OF ROAD AT A DRIVE EAST.  A
 QU0092'STANDARD DISK, STAMPED B 205 1934 AND SET IN THE TOP OF A
 QU0092'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0163 ***********************************************************************
 QU0163  DESIGNATION -  B 206
 QU0163  PID         -  QU0163
 QU0163  STATE/COUNTY-  MT/POWDER RIVER
 QU0163  USGS QUAD   -  MONDAY CREEK (1973)
 QU0163
 QU0163                         *CURRENT SURVEY CONTROL
 QU0163  ___________________________________________________________________
 QU0163* NAD 83(1986)-  45 28 22.     (N)    105 19 08.     (W)     SCALED    
 QU0163* NAVD 88     -       923.290  (meters)    3029.16   (feet)  ADJUSTED  
 QU0163  ___________________________________________________________________
 QU0163  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 QU0163  DYNAMIC HT  -         923.109 (meters)    3028.57  (feet)  COMP
 QU0163  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 QU0163
 QU0163  VERT ORDER  -  SECOND    CLASS 0
 QU0163
 QU0163.The horizontal coordinates were scaled from a topographic map and have
 QU0163.an estimated accuracy of +/- 6 seconds.
 QU0163
 QU0163.The orthometric height was determined by differential leveling
 QU0163.and adjusted by the National Geodetic Survey in June 1991..
 QU0163
 QU0163.The geoid height was determined by GEOID03.
 QU0163
 QU0163.The dynamic height is computed by dividing the NAVD 88
 QU0163.geopotential number by the normal gravity value computed on the
 QU0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0163.degrees latitude (g = 980.6199 gals.).
 QU0163
 QU0163.The modeled gravity was interpolated from observed gravity values.
 QU0163
 QU0163;                    North         East    Units  Estimated Accuracy
 QU0163;SPC MT       -   144,620.      926,710.      MT  (+/- 180 meters Scaled)
 QU0163
 QU0163                          SUPERSEDED SURVEY CONTROL
 QU0163
 QU0163  NGVD 29 (??/??/92)  922.716  (m)         3027.28   (f) ADJ UNCH    2 0
 QU0163
 QU0163.Superseded values are not recommended for survey control.
 QU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0163.See file dsdata.txt to determine how the superseded data were derived.
 QU0163
 QU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL750355(NAD 83)
 QU0163_MARKER: DB = BENCH MARK DISK
 QU0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0163_STAMPING: B-206 1934
 QU0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0163+STABILITY: SURFACE MOTION
 QU0163
 QU0163  HISTORY     - Date     Condition        Report By
 QU0163  HISTORY     - 1934     MONUMENTED       CGS
 QU0163  HISTORY     - 1973     GOOD             USGS
 QU0163
 QU0163                          STATION DESCRIPTION
 QU0163
 QU0163'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0163'6.3 MI NE FROM BROADUS.
 QU0163'U.S. HIGHWAY 212 AT THE INTERSECTION OF PARK AVE. AND HOLT ST., 1
 QU0163'BLOCK SOUTH AND 1 BLOCK WEST OF THE POST OFFICE AT BROADUS,
 QU0163'POWDER RIVER COUNTY, THENCE 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY
 QU0163'212 TO THE JUNCTION WITH A COUNTY ROAD LEADING TO POWDERVILLE,
 QU0163'THENCE LEFT ALONG COUNTY ROAD FOR 5.8 MILES, 130 FEET SOUTHWEST
 QU0163'OF A ROAD JUNCTION NORTH TO THE DENSON RANCH, 39 FEET NORTHWEST
 QU0163'OF THE CENTERLINE OF THE COUNTY ROAD, A STANDARD TABLET SET IN
 QU0163'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND STAMPED B-206,1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0250 ***********************************************************************
 RT0250  DESIGNATION -  B 207
 RT0250  PID         -  RT0250
 RT0250  STATE/COUNTY-  MT/CUSTER
 RT0250  USGS QUAD   -  PENNOCK CREEK (1969)
 RT0250
 RT0250                         *CURRENT SURVEY CONTROL
 RT0250  ___________________________________________________________________
 RT0250* NAD 83(1986)-  46 14 19.     (N)    105 13 45.     (W)     SCALED    
 RT0250* NAVD 88     -       774.067  (meters)    2539.58   (feet)  ADJUSTED  
 RT0250  ___________________________________________________________________
 RT0250  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RT0250  DYNAMIC HT  -         773.982 (meters)    2539.31  (feet)  COMP
 RT0250  MODELED GRAV-     980,480.0   (mgal)                       NAVD 88
 RT0250
 RT0250  VERT ORDER  -  SECOND    CLASS 0
 RT0250
 RT0250.The horizontal coordinates were scaled from a topographic map and have
 RT0250.an estimated accuracy of +/- 6 seconds.
 RT0250
 RT0250.The orthometric height was determined by differential leveling
 RT0250.and adjusted by the National Geodetic Survey in June 1991..
 RT0250
 RT0250.The geoid height was determined by GEOID03.
 RT0250
 RT0250.The dynamic height is computed by dividing the NAVD 88
 RT0250.geopotential number by the normal gravity value computed on the
 RT0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0250.degrees latitude (g = 980.6199 gals.).
 RT0250
 RT0250.The modeled gravity was interpolated from observed gravity values.
 RT0250
 RT0250;                    North         East    Units  Estimated Accuracy
 RT0250;SPC MT       -   229,960.      929,070.      MT  (+/- 180 meters Scaled)
 RT0250
 RT0250                          SUPERSEDED SURVEY CONTROL
 RT0250
 RT0250  NGVD 29 (??/??/92)  773.493  (m)         2537.70   (f) ADJ UNCH    2 0
 RT0250
 RT0250.Superseded values are not recommended for survey control.
 RT0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0250.See file dsdata.txt to determine how the superseded data were derived.
 RT0250
 RT0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM823205(NAD 83)
 RT0250_MARKER: DB = BENCH MARK DISK
 RT0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0250_STAMPING: B 207 1934
 RT0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0250+STABILITY: SURFACE MOTION
 RT0250
 RT0250  HISTORY     - Date     Condition        Report By
 RT0250  HISTORY     - 1934     MONUMENTED       CGS
 RT0250  HISTORY     - 1969     GOOD             USGS
 RT0250
 RT0250                          STATION DESCRIPTION
 RT0250
 RT0250'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0250'4.3 MI SE FROM MIZPAH.
 RT0250'RIVERVIEW SCHOOL, 2.5 MILES SOUTHEAST OF, ALONG THE MILES CITY-EKALAKA
 RT0250'ROAD.  ABOUT 375 FT NE. OF THE ROAD, 672 FT SE. OF AND 2 FT HIGHER
 RT0250'THAN INTERSECTION OF A TERRACE WITH THE OLD ROAD.  IN CONCRETE POST
 RT0250'PROJECTING 0.2 FT ABOVE GROUND.  STANDARD TABLET STAMPED B 207 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0020 ***********************************************************************
 RT0020  DESIGNATION -  B 208
 RT0020  PID         -  RT0020
 RT0020  STATE/COUNTY-  MT/WIBAUX
 RT0020  USGS QUAD   -  RED TOP BUTTE (1982)
 RT0020
 RT0020                         *CURRENT SURVEY CONTROL
 RT0020  ___________________________________________________________________
 RT0020* NAD 83(1986)-  46 48 57.     (N)    104 13 26.     (W)     SCALED    
 RT0020* NAVD 88     -       861.179  (meters)    2825.38   (feet)  ADJUSTED  
 RT0020  ___________________________________________________________________
 RT0020  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 RT0020  DYNAMIC HT  -         861.147 (meters)    2825.28  (feet)  COMP
 RT0020  MODELED GRAV-     980,547.4   (mgal)                       NAVD 88
 RT0020
 RT0020  VERT ORDER  -  SECOND    CLASS 0
 RT0020
 RT0020.The horizontal coordinates were scaled from a topographic map and have
 RT0020.an estimated accuracy of +/- 6 seconds.
 RT0020
 RT0020.The orthometric height was determined by differential leveling
 RT0020.and adjusted by the National Geodetic Survey in June 1991..
 RT0020
 RT0020.The geoid height was determined by GEOID03.
 RT0020
 RT0020.The dynamic height is computed by dividing the NAVD 88
 RT0020.geopotential number by the normal gravity value computed on the
 RT0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0020.degrees latitude (g = 980.6199 gals.).
 RT0020
 RT0020.The modeled gravity was interpolated from observed gravity values.
 RT0020
 RT0020;                    North         East    Units  Estimated Accuracy
 RT0020;SPC MT       -   298,670.    1,002,110.      MT  (+/- 180 meters Scaled)
 RT0020
 RT0020                          SUPERSEDED SURVEY CONTROL
 RT0020
 RT0020  NGVD 29 (??/??/92)  860.558  (m)         2823.35   (f) ADJ UNCH    2 0
 RT0020
 RT0020.Superseded values are not recommended for survey control.
 RT0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0020.See file dsdata.txt to determine how the superseded data were derived.
 RT0020
 RT0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM592849(NAD 83)
 RT0020_MARKER: DB = BENCH MARK DISK
 RT0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0020_STAMPING: B 208 1934
 RT0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0020+STABILITY: SURFACE MOTION
 RT0020
 RT0020  HISTORY     - Date     Condition        Report By
 RT0020  HISTORY     - 1934     MONUMENTED       CGS
 RT0020  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0020
 RT0020                          STATION DESCRIPTION
 RT0020
 RT0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0020'13.9 MI S FROM WIBAUX.
 RT0020'13.9 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE NORTHERN PACIFIC
 RT0020'RAILWAY STATION AT WIBAUX, WIBAUX COUNTY, AT THE JUNCTION WITH A SIDE
 RT0020'ROAD LEADING EAST, 47 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD,
 RT0020'AND 47 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 RT0020'STAMPED B 208 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 RT0020'INCH ABOVE GROUND.
 RT0020
 RT0020                          STATION RECOVERY (1976)
 RT0020
 RT0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0078 ***********************************************************************
 RT0078  DESIGNATION -  B 209
 RT0078  PID         -  RT0078
 RT0078  STATE/COUNTY-  MT/FALLON
 RT0078  USGS QUAD   -  BAKER (1981)
 RT0078
 RT0078                         *CURRENT SURVEY CONTROL
 RT0078  ___________________________________________________________________
 RT0078* NAD 83(1986)-  46 15 07.     (N)    104 17 12.     (W)     SCALED    
 RT0078* NAVD 88     -       998.618  (meters)    3276.30   (feet)  ADJUSTED  
 RT0078  ___________________________________________________________________
 RT0078  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 RT0078  DYNAMIC HT  -         998.502 (meters)    3275.92  (feet)  COMP
 RT0078  MODELED GRAV-     980,464.3   (mgal)                       NAVD 88
 RT0078
 RT0078  VERT ORDER  -  SECOND    CLASS 0
 RT0078
 RT0078.The horizontal coordinates were scaled from a topographic map and have
 RT0078.an estimated accuracy of +/- 6 seconds.
 RT0078
 RT0078.The orthometric height was determined by differential leveling
 RT0078.and adjusted by the National Geodetic Survey in June 1991..
 RT0078
 RT0078.The geoid height was determined by GEOID03.
 RT0078
 RT0078.The dynamic height is computed by dividing the NAVD 88
 RT0078.geopotential number by the normal gravity value computed on the
 RT0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0078.degrees latitude (g = 980.6199 gals.).
 RT0078
 RT0078.The modeled gravity was interpolated from observed gravity values.
 RT0078
 RT0078;                    North         East    Units  Estimated Accuracy
 RT0078;SPC MT       -   235,840.    1,001,500.      MT  (+/- 180 meters Scaled)
 RT0078
 RT0078                          SUPERSEDED SURVEY CONTROL
 RT0078
 RT0078  NGVD 29 (??/??/92)  998.024  (m)         3274.35   (f) ADJ UNCH    2 0
 RT0078
 RT0078.Superseded values are not recommended for survey control.
 RT0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0078.See file dsdata.txt to determine how the superseded data were derived.
 RT0078
 RT0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM549222(NAD 83)
 RT0078_MARKER: DB = BENCH MARK DISK
 RT0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0078_STAMPING: B 209 1934
 RT0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0078+STABILITY: SURFACE MOTION
 RT0078
 RT0078  HISTORY     - Date     Condition        Report By
 RT0078  HISTORY     - 1934     MONUMENTED       CGS
 RT0078  HISTORY     - 1954     GOOD             NGS
 RT0078  HISTORY     - 1974     GOOD             USGS
 RT0078  HISTORY     - 1976     GOOD             USGS
 RT0078
 RT0078                          STATION DESCRIPTION
 RT0078
 RT0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RT0078'8.7 MI S FROM BAKER.
 RT0078'8.7 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE AT
 RT0078'BAKER, FALLON COUNTY, 1.9 MILES SOUTH OF DEEP CREEK, 0.5 MILE SOUTH OF
 RT0078'ROAD 101 LEADING EAST FROM THE HIGHWAY, 90 YARDS NORTH OF A CURVE FROM
 RT0078'SOUTH TO SOUTHWEST, OPPOSITE A HOLE FORMED BY EROSION AND WINDS, AND
 RT0078'45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 RT0078'STAMPED B 209 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RT0078'ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THE HIGHWAY HAS BEEN MOVED
 RT0078'SEVERAL MILES EAST ON THE OLD HIGHWAY TO EKALAKA.
 RT0078
 RT0078                          STATION RECOVERY (1974)
 RT0078
 RT0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RT0078'RECOVERED IN GOOD CONDITION.
 RT0078
 RT0078                          STATION RECOVERY (1976)
 RT0078
 RT0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0078'3.4 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF HWY. 7 AND
 RT0078'A GRAVEL ROAD CROSSING AT WILLARD, TURN EAST THROUGH THE ERNEST
 RT0078'BECHTOLD RANCH FOR 0.7 MILE THEN BEAR LEFT (NORTH) ON AN UNIMPROVED
 RT0078'ROAD (THE OLD HIGHWAY) FOR 2.3 MILES. BM IS 45 FEET EAST OF THE
 RT0078'CENTERLINE OF THE ROAD, 90 YARDS NORTH OF A CURVE FROM NORTHEAST TO
 RT0078'NORTH AND 70 FEET SOUTH OF A WINDMILL. A STANDARD DISK SET IN A
 RT0078'CONCRETE POST, 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0135 ***********************************************************************
 RY0135  DESIGNATION -  B 211
 RY0135  PID         -  RY0135
 RY0135  STATE/COUNTY-  MT/RAVALLI
 RY0135  USGS QUAD   -  TENMILE LAKE (1964)
 RY0135
 RY0135                         *CURRENT SURVEY CONTROL
 RY0135  ___________________________________________________________________
 RY0135* NAD 83(1986)-  46 07 50.     (N)    114 29 36.     (W)     SCALED    
 RY0135* NAVD 88     -      1833.016  (meters)    6013.82   (feet)  ADJUSTED  
 RY0135  ___________________________________________________________________
 RY0135  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 RY0135  DYNAMIC HT  -        1832.342 (meters)    6011.61  (feet)  COMP
 RY0135  MODELED GRAV-     980,181.9   (mgal)                       NAVD 88
 RY0135
 RY0135  VERT ORDER  -  SECOND    CLASS 0
 RY0135
 RY0135.The horizontal coordinates were scaled from a topographic map and have
 RY0135.an estimated accuracy of +/- 6 seconds.
 RY0135
 RY0135.The orthometric height was determined by differential leveling
 RY0135.and adjusted by the National Geodetic Survey in June 1991..
 RY0135
 RY0135.The geoid height was determined by GEOID03.
 RY0135
 RY0135.The dynamic height is computed by dividing the NAVD 88
 RY0135.geopotential number by the normal gravity value computed on the
 RY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0135.degrees latitude (g = 980.6199 gals.).
 RY0135
 RY0135.The modeled gravity was interpolated from observed gravity values.
 RY0135
 RY0135;                    North         East    Units  Estimated Accuracy
 RY0135;SPC MT       -   221,270.      214,560.      MT  (+/- 180 meters Scaled)
 RY0135
 RY0135                          SUPERSEDED SURVEY CONTROL
 RY0135
 RY0135  NGVD 29 (??/??/92) 1831.829  (m)         6009.93   (f) ADJ UNCH    2 0
 RY0135
 RY0135.Superseded values are not recommended for survey control.
 RY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0135.See file dsdata.txt to determine how the superseded data were derived.
 RY0135
 RY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM936116(NAD 83)
 RY0135_MARKER: DB = BENCH MARK DISK
 RY0135_SETTING: 80 = SET IN A BOULDER
 RY0135_STAMPING: B 211 1965
 RY0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0135+STABILITY: SURFACE MOTION
 RY0135
 RY0135  HISTORY     - Date     Condition        Report By
 RY0135  HISTORY     - 1965     MONUMENTED       CGS
 RY0135
 RY0135                          STATION DESCRIPTION
 RY0135
 RY0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0135'25.4 MI NW FROM DARBY.
 RY0135'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0135'THENCE 18.4 MILES WEST ALONG LOST HORSE ROAD, AT THE JUNCTION OF A
 RY0135'ROAD NORTH TO TWIN LAKES, IN THE TOP OF A 2 1/2- BY 1-FOOT BOULDER
 RY0135'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND, 45 FEET WEST OF THE CENTER
 RY0135'LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER OF THE BACK DOOR TO LOST
 RY0135'HORSE STATION BUILDING, 21.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 RY0135'CORNER OF THE STATION BUILDING, AND ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0282 ***********************************************************************
 QW0282  DESIGNATION -  B 215
 QW0282  PID         -  QW0282
 QW0282  STATE/COUNTY-  MT/CARBON
 QW0282  USGS QUAD   -  HOLLENBECK DRAW (1969)
 QW0282
 QW0282                         *CURRENT SURVEY CONTROL
 QW0282  ___________________________________________________________________
 QW0282* NAD 83(1986)-  45 03 06.     (N)    109 02 55.     (W)     SCALED    
 QW0282* NAVD 88     -      1223.319  (meters)    4013.51   (feet)  ADJUSTED  
 QW0282  ___________________________________________________________________
 QW0282  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 QW0282  DYNAMIC HT  -        1222.830 (meters)    4011.90  (feet)  COMP
 QW0282  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 QW0282
 QW0282  VERT ORDER  -  SECOND    CLASS 0
 QW0282
 QW0282.The horizontal coordinates were scaled from a topographic map and have
 QW0282.an estimated accuracy of +/- 6 seconds.
 QW0282
 QW0282.The orthometric height was determined by differential leveling
 QW0282.and adjusted by the National Geodetic Survey in June 1991..
 QW0282
 QW0282.The geoid height was determined by GEOID03.
 QW0282
 QW0282.The dynamic height is computed by dividing the NAVD 88
 QW0282.geopotential number by the normal gravity value computed on the
 QW0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0282.degrees latitude (g = 980.6199 gals.).
 QW0282
 QW0282.The modeled gravity was interpolated from observed gravity values.
 QW0282
 QW0282;                    North         East    Units  Estimated Accuracy
 QW0282;SPC MT       -    89,210.      635,560.      MT  (+/- 180 meters Scaled)
 QW0282
 QW0282                          SUPERSEDED SURVEY CONTROL
 QW0282
 QW0282  NGVD 29 (??/??/92) 1222.307  (m)         4010.19   (f) ADJ UNCH    2 0
 QW0282
 QW0282.Superseded values are not recommended for survey control.
 QW0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0282.See file dsdata.txt to determine how the superseded data were derived.
 QW0282
 QW0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ536905(NAD 83)
 QW0282_MARKER: DB = BENCH MARK DISK
 QW0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0282_STAMPING: B 215 1934
 QW0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0282+STABILITY: SURFACE MOTION
 QW0282
 QW0282  HISTORY     - Date     Condition        Report By
 QW0282  HISTORY     - 1934     MONUMENTED       CGS
 QW0282  HISTORY     - 1951     GOOD             LOCENG
 QW0282
 QW0282                          STATION DESCRIPTION
 QW0282
 QW0282'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 QW0282'19.1 MI SE FROM RED LODGE.
 QW0282'19.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO CODY, WYOMING, FROM THE
 QW0282'POST OFFICE AT RED LODGE, CARBON COUNTY, 3.9 MILES NORTHWEST OF THE
 QW0282'WYOMING-MONTANA STATE LINE, 1.8 MILES NORTHWEST OF A BRIDGE, 45.4 FEET
 QW0282'NORTHEAST OF A TELEPHONE POLE, 63.4 FEET EAST OF A NORTH-AND-SOUTH
 QW0282'FENCE, 44.9 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 2-1/2
 QW0282'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 215 1934 AND
 QW0282'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0307 ***********************************************************************
 QW0307  DESIGNATION -  B 216
 QW0307  PID         -  QW0307
 QW0307  STATE/COUNTY-  MT/CARBON
 QW0307  USGS QUAD   -  ROSCOE NE (1969)
 QW0307
 QW0307                         *CURRENT SURVEY CONTROL
 QW0307  ___________________________________________________________________
 QW0307* NAD 83(1986)-  45 24 01.     (N)    109 19 30.     (W)     SCALED    
 QW0307* NAVD 88     -      1358.789  (meters)    4457.96   (feet)  POSTED    
 QW0307  ___________________________________________________________________
 QW0307  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 QW0307  DYNAMIC HT  -        1358.340 (meters)    4456.49  (feet)  COMP
 QW0307  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 QW0307
 QW0307  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0307
 QW0307.The horizontal coordinates were scaled from a topographic map and have
 QW0307.an estimated accuracy of +/- 6 seconds.
 QW0307
 QW0307.The orthometric height was determined by differential leveling
 QW0307.and adjusted by the National Geodetic Survey in 1992..
 QW0307.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0307.rate of 1.1 thru 2.0 mm/km.
 QW0307
 QW0307.The geoid height was determined by GEOID03.
 QW0307
 QW0307.The dynamic height is computed by dividing the NAVD 88
 QW0307.geopotential number by the normal gravity value computed on the
 QW0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0307.degrees latitude (g = 980.6199 gals.).
 QW0307
 QW0307.The modeled gravity was interpolated from observed gravity values.
 QW0307
 QW0307;                    North         East    Units  Estimated Accuracy
 QW0307;SPC MT       -   127,860.      613,700.      MT  (+/- 180 meters Scaled)
 QW0307
 QW0307                          SUPERSEDED SURVEY CONTROL
 QW0307
 QW0307  NGVD 29 (??/??/92) 1357.872  (m)         4454.95   (f) ADJ UNCH    2 0
 QW0307
 QW0307.Superseded values are not recommended for survey control.
 QW0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0307.See file dsdata.txt to determine how the superseded data were derived.
 QW0307
 QW0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR310287(NAD 83)
 QW0307_MARKER: DB = BENCH MARK DISK
 QW0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0307_STAMPING: B 216 1934
 QW0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0307+STABILITY: SURFACE MOTION
 QW0307
 QW0307  HISTORY     - Date     Condition        Report By
 QW0307  HISTORY     - 1934     MONUMENTED       CGS
 QW0307
 QW0307                          STATION DESCRIPTION
 QW0307
 QW0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0307'17.1 MI NW FROM RED LODGE.
 QW0307'IN CARBON COUNTY, 17.1 MILES NORTHWEST ALONG THE ROAD LEADING TO
 QW0307'ABSAROKEE FROM THE POST OFFICE AT RED LODGE, CARBON COUNTY, ABOUT 14
 QW0307'MILES SOUTHEAST OF ABSAROKEE, STILLWATER COUNTY, 112.4 FEET WEST OF
 QW0307'THE WEST EDGE OF AN IRRIGATION DITCH, 53.4 FEET WEST OF THE CENTERLINE
 QW0307'OF THE ROAD, AND 20.2 FEET EAST OF A NORTH-AND-SOUTH FENCE. A STANDARD
 QW0307'DISK, STAMPED B 216 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0278 ***********************************************************************
 QW0278  DESIGNATION -  B 217
 QW0278  PID         -  QW0278
 QW0278  STATE/COUNTY-  MT/CARBON
 QW0278  USGS QUAD   -  BELFRY (1969)
 QW0278
 QW0278                         *CURRENT SURVEY CONTROL
 QW0278  ___________________________________________________________________
 QW0278* NAD 83(1986)-  45 08 31.     (N)    109 00 45.     (W)     SCALED    
 QW0278* NAVD 88     -      1180.361  (meters)    3872.57   (feet)  ADJUSTED  
 QW0278  ___________________________________________________________________
 QW0278  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 QW0278  DYNAMIC HT  -        1179.942 (meters)    3871.19  (feet)  COMP
 QW0278  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 QW0278
 QW0278  VERT ORDER  -  SECOND    CLASS 0
 QW0278
 QW0278.The horizontal coordinates were scaled from a topographic map and have
 QW0278.an estimated accuracy of +/- 6 seconds.
 QW0278
 QW0278.The orthometric height was determined by differential leveling
 QW0278.and adjusted by the National Geodetic Survey in June 1991..
 QW0278
 QW0278.The geoid height was determined by GEOID03.
 QW0278
 QW0278.The dynamic height is computed by dividing the NAVD 88
 QW0278.geopotential number by the normal gravity value computed on the
 QW0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0278.degrees latitude (g = 980.6199 gals.).
 QW0278
 QW0278.The modeled gravity was interpolated from observed gravity values.
 QW0278
 QW0278;                    North         East    Units  Estimated Accuracy
 QW0278;SPC MT       -    99,260.      638,340.      MT  (+/- 180 meters Scaled)
 QW0278
 QW0278                          SUPERSEDED SURVEY CONTROL
 QW0278
 QW0278  NGVD 29 (??/??/92) 1179.408  (m)         3869.44   (f) ADJ UNCH    2 0
 QW0278
 QW0278.Superseded values are not recommended for survey control.
 QW0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0278.See file dsdata.txt to determine how the superseded data were derived.
 QW0278
 QW0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR562006(NAD 83)
 QW0278_MARKER: DB = BENCH MARK DISK
 QW0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0278_STAMPING: B 217 1934
 QW0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0278+STABILITY: SURFACE MOTION
 QW0278
 QW0278  HISTORY     - Date     Condition        Report By
 QW0278  HISTORY     - 1934     MONUMENTED       CGS
 QW0278  HISTORY     - 1969     MARK NOT FOUND   USGS
 QW0278
 QW0278                          STATION DESCRIPTION
 QW0278
 QW0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0278'12.3 MI SW FROM BRIDGER.
 QW0278'ABOUT 12.3 MILES SOUTHWEST ALONG THE MONTANA, WYOMING AND SOUTHERN
 QW0278'RAILROAD FROM BRIDGER, CARBON COUNTY, ABOUT 0.2 MILE SOUTH OF THE
 QW0278'STATION AT BELFRY, AT THE GARAGE, 34 FEET SOUTHWEST OF THE SOUTHWEST
 QW0278'CORNER, 33 FEET NORTH OF THE CENTER LINE OF A ROAD, AND 5 FEET NORTH
 QW0278'OF A FENCE.  A STANDARD DISK, STAMPED B 217 1934 AND SET IN THE TOP OF
 QW0278'A CONCRETE POST.
 QW0278
 QW0278                          STATION RECOVERY (1969)
 QW0278
 QW0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QW0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0149 ***********************************************************************
 QU0149  DESIGNATION -  B 218
 QU0149  PID         -  QU0149
 QU0149  STATE/COUNTY-  MT/CARTER
 QU0149  USGS QUAD   -  BELLE CREEK SOUTH (1970)
 QU0149
 QU0149                         *CURRENT SURVEY CONTROL
 QU0149  ___________________________________________________________________
 QU0149* NAD 83(1986)-  45 02 48.     (N)    105 01 14.     (W)     SCALED    
 QU0149* NAVD 88     -      1211.937  (meters)    3976.16   (feet)  ADJUSTED  
 QU0149  ___________________________________________________________________
 QU0149  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 QU0149  DYNAMIC HT  -        1211.587 (meters)    3975.01  (feet)  COMP
 QU0149  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 QU0149
 QU0149  VERT ORDER  -  SECOND    CLASS 0
 QU0149
 QU0149.The horizontal coordinates were scaled from a topographic map and have
 QU0149.an estimated accuracy of +/- 6 seconds.
 QU0149
 QU0149.The orthometric height was determined by differential leveling
 QU0149.and adjusted by the National Geodetic Survey in June 1991..
 QU0149
 QU0149.The geoid height was determined by GEOID03.
 QU0149
 QU0149.The dynamic height is computed by dividing the NAVD 88
 QU0149.geopotential number by the normal gravity value computed on the
 QU0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0149.degrees latitude (g = 980.6199 gals.).
 QU0149
 QU0149.The modeled gravity was interpolated from observed gravity values.
 QU0149
 QU0149;                    North         East    Units  Estimated Accuracy
 QU0149;SPC MT       -    98,640.      952,700.      MT  (+/- 180 meters Scaled)
 QU0149
 QU0149                          SUPERSEDED SURVEY CONTROL
 QU0149
 QU0149  NGVD 29 (??/??/92) 1211.291  (m)         3974.04   (f) ADJ UNCH    2 0
 QU0149
 QU0149.Superseded values are not recommended for survey control.
 QU0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0149.See file dsdata.txt to determine how the superseded data were derived.
 QU0149
 QU0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK983881(NAD 83)
 QU0149_MARKER: DB = BENCH MARK DISK
 QU0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0149_STAMPING: B 218 1934
 QU0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0149+STABILITY: SURFACE MOTION
 QU0149
 QU0149  HISTORY     - Date     Condition        Report By
 QU0149  HISTORY     - 1934     MONUMENTED       CGS
 QU0149  HISTORY     - 1953     GOOD             NGS
 QU0149  HISTORY     - 1970     POOR             USGS
 QU0149
 QU0149                          STATION DESCRIPTION
 QU0149
 QU0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0149'AT RIDGE.
 QU0149'AT RIDGE, 160 FEET SOUTHEAST OF THE J.R. HAYES STORE AT THE
 QU0149'CROSSROADS, NEAR A FENCE CORNER, 27 FEET SOUTHWEST OF THE
 QU0149'CENTERLINE OF THE ROAD LEADING TO LIGHTNING FLAT, 3 FEET SOUTHWEST
 QU0149'OF THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTH OF AN EAST-AND-WEST
 QU0149'FENCE.  A STANDARD DISK, STAMPED B 218 1934 AND SET IN THE TOP OF
 QU0149'A CONCRETE POST.
 QU0149
 QU0149                          STATION RECOVERY (1970)
 QU0149
 QU0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QU0149'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0399 ***********************************************************************
 TK0399  DESIGNATION -  B 22
 TK0399  PID         -  TK0399
 TK0399  STATE/COUNTY-  MT/PHILLIPS
 TK0399  USGS QUAD   -  WAGNER (1965)
 TK0399
 TK0399                         *CURRENT SURVEY CONTROL
 TK0399  ___________________________________________________________________
 TK0399* NAD 83(1986)-  48 21 57.     (N)    108 00 06.     (W)     SCALED    
 TK0399* NAVD 88     -       689.837  (meters)    2263.24   (feet)  POSTED    
 TK0399  ___________________________________________________________________
 TK0399  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TK0399  DYNAMIC HT  -         689.910 (meters)    2263.48  (feet)  COMP
 TK0399  MODELED GRAV-     980,694.8   (mgal)                       NAVD 88
 TK0399
 TK0399  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0399
 TK0399.The horizontal coordinates were scaled from a topographic map and have
 TK0399.an estimated accuracy of +/- 6 seconds.
 TK0399
 TK0399.The orthometric height was determined by differential leveling
 TK0399.and adjusted by the National Geodetic Survey in 1992..
 TK0399.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0399.rate of 0.0 thru 1.0 mm/km.
 TK0399
 TK0399.The geoid height was determined by GEOID03.
 TK0399
 TK0399.The dynamic height is computed by dividing the NAVD 88
 TK0399.geopotential number by the normal gravity value computed on the
 TK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0399.degrees latitude (g = 980.6199 gals.).
 TK0399
 TK0399.The modeled gravity was interpolated from observed gravity values.
 TK0399
 TK0399;                    North         East    Units  Estimated Accuracy
 TK0399;SPC MT       -   458,420.      710,980.      MT  (+/- 180 meters Scaled)
 TK0399
 TK0399                          SUPERSEDED SURVEY CONTROL
 TK0399
 TK0399  NGVD 29 (??/??/92)  689.081  (m)         2260.76   (f) ADJ UNCH    1 2
 TK0399
 TK0399.Superseded values are not recommended for survey control.
 TK0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0399.See file dsdata.txt to determine how the superseded data were derived.
 TK0399
 TK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU220613(NAD 83)
 TK0399_MARKER: DB = BENCH MARK DISK
 TK0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0399_SP_SET: CULVERT
 TK0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0399
 TK0399  HISTORY     - Date     Condition        Report By
 TK0399  HISTORY     - UNK      MONUMENTED       CGS
 TK0399  HISTORY     - 1965     GOOD             USGS
 TK0399  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0399
 TK0399                          STATION DESCRIPTION
 TK0399
 TK0399'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 TK0399'6.2 MI W FROM MALTA.
 TK0399'MALTA, MONTANA, JCT. OF US HWYS 2 AND 191.  3.1 MILES WEST ALONG HWY
 TK0399'2.  THENCE 3.1 MILES WEST ALONG GRADED GRAVEL ROAD.  330 FT EAST OF
 TK0399'RAILROAD BRIDGE NO 349.3, ON THE TOP OF THE SOUTH HEADWALL OF CULVERT
 TK0399'349.21.  A STANDARD DISK, UNSTAMPED.
 TK0399
 TK0399                          STATION RECOVERY (1979)
 TK0399
 TK0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0089 ***********************************************************************
 QV0089  DESIGNATION -  B 220
 QV0089  PID         -  QV0089
 QV0089  STATE/COUNTY-  MT/BIG HORN
 QV0089  USGS QUAD   -  BUSBY (1978)
 QV0089
 QV0089                         *CURRENT SURVEY CONTROL
 QV0089  ___________________________________________________________________
 QV0089* NAD 83(1986)-  45 30 45.     (N)    106 59 53.     (W)     SCALED    
 QV0089* NAVD 88     -      1063.830  (meters)    3490.25   (feet)  ADJUSTED  
 QV0089  ___________________________________________________________________
 QV0089  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 QV0089  DYNAMIC HT  -        1063.564 (meters)    3489.38  (feet)  COMP
 QV0089  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 QV0089
 QV0089  VERT ORDER  -  SECOND    CLASS 0
 QV0089
 QV0089.The horizontal coordinates were scaled from a topographic map and have
 QV0089.an estimated accuracy of +/- 6 seconds.
 QV0089
 QV0089.The orthometric height was determined by differential leveling
 QV0089.and adjusted by the National Geodetic Survey in June 1991..
 QV0089
 QV0089.The geoid height was determined by GEOID03.
 QV0089
 QV0089.The dynamic height is computed by dividing the NAVD 88
 QV0089.geopotential number by the normal gravity value computed on the
 QV0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0089.degrees latitude (g = 980.6199 gals.).
 QV0089
 QV0089.The modeled gravity was interpolated from observed gravity values.
 QV0089
 QV0089;                    North         East    Units  Estimated Accuracy
 QV0089;SPC MT       -   143,440.      795,420.      MT  (+/- 180 meters Scaled)
 QV0089
 QV0089                          SUPERSEDED SURVEY CONTROL
 QV0089
 QV0089  NGVD 29 (??/??/92) 1063.09   (m)         3487.8    (f) COMPUTED    2 0
 QV0089
 QV0089.Superseded values are not recommended for survey control.
 QV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0089.See file dsdata.txt to determine how the superseded data were derived.
 QV0089
 QV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL439418(NAD 83)
 QV0089_MARKER: DB = BENCH MARK DISK
 QV0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0089_STAMPING: B-200-1934
 QV0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0089+STABILITY: SURFACE MOTION
 QV0089
 QV0089  HISTORY     - Date     Condition        Report By
 QV0089  HISTORY     - 1934     MONUMENTED       CGS
 QV0089
 QV0089                          STATION DESCRIPTION
 QV0089
 QV0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0089'2.4 MI W FROM BUSBY.
 QV0089'2.4 MILES WEST OF POST OFFICE BY ROAD ALONG MAIN ROAD WEST OUT OF
 QV0089'BUSBY, 0.5 MILES EAST OF JUNCTION OF ROAD GOING SOUTH TO SHERIDAN,
 QV0089'WYO., 43.4 FEET WEST OF CENTERLINE OF ROAD, 42.2 FEET EAST OF
 QV0089'SANDSTONE ROCK, 3 1/2 FEET ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0090 ***********************************************************************
 QV0090  DESIGNATION -  B 220 RESET
 QV0090  PID         -  QV0090
 QV0090  STATE/COUNTY-  MT/BIG HORN
 QV0090  USGS QUAD   -  BUSBY (1978)
 QV0090
 QV0090                         *CURRENT SURVEY CONTROL
 QV0090  ___________________________________________________________________
 QV0090* NAD 83(1986)-  45 30 45.     (N)    106 59 54.     (W)     SCALED    
 QV0090* NAVD 88     -      1064.87   (meters)    3493.7    (feet)  RESET     
 QV0090  ___________________________________________________________________
 QV0090  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 QV0090
 QV0090  VERT ORDER  -  THIRD
 QV0090
 QV0090.The horizontal coordinates were scaled from a topographic map and have
 QV0090.an estimated accuracy of +/- 6 seconds.
 QV0090
 QV0090.The orthometric height was computed from unverified reset data.
 QV0090
 QV0090.The geoid height was determined by GEOID03.
 QV0090
 QV0090;                    North         East    Units  Estimated Accuracy
 QV0090;SPC MT       -   143,440.      795,400.      MT  (+/- 180 meters Scaled)
 QV0090
 QV0090                          SUPERSEDED SURVEY CONTROL
 QV0090
 QV0090.No superseded survey control is available for this station.
 QV0090
 QV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL439418(NAD 83)
 QV0090_MARKER: DB = BENCH MARK DISK
 QV0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0090_STAMPING: B 220 RESET 1938
 QV0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0090+STABILITY: SURFACE MOTION
 QV0090
 QV0090  HISTORY     - Date     Condition        Report By
 QV0090  HISTORY     - 1938     MONUMENTED       LOCENG
 QV0090  HISTORY     - 1958     GOOD             USGS
 QV0090
 QV0090                          STATION DESCRIPTION
 QV0090
 QV0090'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QV0090'2.8 MI SW FROM BUSBY.
 QV0090'1.5 MILES WEST ALONG OLD STATE HIGHWAY 8 FROM THE POST OFFICE AT
 QV0090'BUSBY, BIG HORN COUNTY, THENCE 1.3 MILES ALONG A GRAVELED ROAD LEADING
 QV0090'SOUTH TO SHERIDAN, WYOMING, AT A ROCK OUTCROP, IN THE NORTHWEST CORNER
 QV0090'OF THE NORTHWEST QUARTER OF SECTION 12, T4S, R38E, 80 FEET WEST OF THE
 QV0090'CENTERLINE OF THE ROAD AND 2 FEET WEST OF A RIGHT-OF-WAY FENCE. A
 QV0090'STANDARD DISK, STAMPED B 220 RESET 1938 AND SET IN THE TOP OF A
 QV0090'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0075 ***********************************************************************
 QV0075  DESIGNATION -  B 222
 QV0075  PID         -  QV0075
 QV0075  STATE/COUNTY-  MT/ROSEBUD
 QV0075  USGS QUAD   -  HALF MOON HILL (1978)
 QV0075
 QV0075                         *CURRENT SURVEY CONTROL
 QV0075  ___________________________________________________________________
 QV0075* NAD 83(1986)-  45 12 54.     (N)    106 52 37.     (W)     SCALED    
 QV0075* NAVD 88     -      1240.312  (meters)    4069.26   (feet)  ADJUSTED  
 QV0075  ___________________________________________________________________
 QV0075  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 QV0075  DYNAMIC HT  -        1239.903 (meters)    4067.92  (feet)  COMP
 QV0075  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 QV0075
 QV0075  VERT ORDER  -  SECOND    CLASS 0
 QV0075
 QV0075.The horizontal coordinates were scaled from a topographic map and have
 QV0075.an estimated accuracy of +/- 6 seconds.
 QV0075
 QV0075.The orthometric height was determined by differential leveling
 QV0075.and adjusted by the National Geodetic Survey in June 1991..
 QV0075
 QV0075.The geoid height was determined by GEOID03.
 QV0075
 QV0075.The dynamic height is computed by dividing the NAVD 88
 QV0075.geopotential number by the normal gravity value computed on the
 QV0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0075.degrees latitude (g = 980.6199 gals.).
 QV0075
 QV0075.The modeled gravity was interpolated from observed gravity values.
 QV0075
 QV0075;                    North         East    Units  Estimated Accuracy
 QV0075;SPC MT       -   110,710.      805,980.      MT  (+/- 180 meters Scaled)
 QV0075
 QV0075                          SUPERSEDED SURVEY CONTROL
 QV0075
 QV0075  NGVD 29 (??/??/92) 1239.581  (m)         4066.86   (f) ADJ UNCH    2 0
 QV0075
 QV0075.Superseded values are not recommended for survey control.
 QV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0075.See file dsdata.txt to determine how the superseded data were derived.
 QV0075
 QV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL526085(NAD 83)
 QV0075_MARKER: DB = BENCH MARK DISK
 QV0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0075_STAMPING: B 222 1934
 QV0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0075+STABILITY: SURFACE MOTION
 QV0075
 QV0075  HISTORY     - Date     Condition        Report By
 QV0075  HISTORY     - 1934     MONUMENTED       CGS
 QV0075  HISTORY     - 1967     GOOD             USGS
 QV0075
 QV0075                          STATION DESCRIPTION
 QV0075
 QV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0075'15.5 MI NE FROM DECKER.
 QV0075'IN ROSEBUD COUNTY, 15.5 MILES NORTHEAST ALONG THE ROAD LEADING TO
 QV0075'BIRNEY FROM THE POST OFFICE AT DECKER, BIG HORN COUNTY, 4.1 MILES
 QV0075'NORTHEAST OF THE JUNCTION OF THE ROAD LEADING TO BUSBY, AT THE TOP OF
 QV0075'A SMALL HILL, 250 FEET SOUTHWEST OF A GROUP OF WEATHER-WORN ROCKS, 51
 QV0075'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A
 QV0075'FENCE, AND 2-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 QV0075'B 222 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM IS IN BIG
 QV0075'HORN COUNTY INSTEAD OF ROSEBUD COUNTY.
 QV0075
 QV0075                          STATION RECOVERY (1967)
 QV0075
 QV0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QV0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0025 ***********************************************************************
 QV0025  DESIGNATION -  B 223
 QV0025  PID         -  QV0025
 QV0025  STATE/COUNTY-  MT/ROSEBUD
 QV0025  USGS QUAD   -  ASHLAND (1995)
 QV0025
 QV0025                         *CURRENT SURVEY CONTROL
 QV0025  ___________________________________________________________________
 QV0025* NAD 83(1986)-  45 31 18.     (N)    106 19 04.     (W)     SCALED    
 QV0025* NAVD 88     -       914.722  (meters)    3001.05   (feet)  ADJUSTED  
 QV0025  ___________________________________________________________________
 QV0025  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 QV0025  DYNAMIC HT  -         914.527 (meters)    3000.41  (feet)  COMP
 QV0025  MODELED GRAV-     980,371.8   (mgal)                       NAVD 88
 QV0025
 QV0025  VERT ORDER  -  SECOND    CLASS 0
 QV0025
 QV0025.The horizontal coordinates were scaled from a topographic map and have
 QV0025.an estimated accuracy of +/- 6 seconds.
 QV0025
 QV0025.The orthometric height was determined by differential leveling
 QV0025.and adjusted by the National Geodetic Survey in June 1991..
 QV0025
 QV0025.The geoid height was determined by GEOID03.
 QV0025
 QV0025.The dynamic height is computed by dividing the NAVD 88
 QV0025.geopotential number by the normal gravity value computed on the
 QV0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0025.degrees latitude (g = 980.6199 gals.).
 QV0025
 QV0025.The modeled gravity was interpolated from observed gravity values.
 QV0025
 QV0025;                    North         East    Units  Estimated Accuracy
 QV0025;SPC MT       -   146,380.      848,490.      MT  (+/- 180 meters Scaled)
 QV0025
 QV0025                          SUPERSEDED SURVEY CONTROL
 QV0025
 QV0025  NGVD 29 (??/??/92)  914.052  (m)         2998.85   (f) ADJ UNCH    2 0
 QV0025
 QV0025.Superseded values are not recommended for survey control.
 QV0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0025.See file dsdata.txt to determine how the superseded data were derived.
 QV0025
 QV0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL970417(NAD 83)
 QV0025_MARKER: DB = BENCH MARK DISK
 QV0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0025_STAMPING: B 223 1934
 QV0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0025+STABILITY: SURFACE MOTION
 QV0025
 QV0025  HISTORY     - Date     Condition        Report By
 QV0025  HISTORY     - 1934     MONUMENTED       CGS
 QV0025  HISTORY     - 1966     POOR             USGS
 QV0025
 QV0025                          STATION DESCRIPTION
 QV0025
 QV0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0025'5.8 MI SE FROM ASHLAND.
 QV0025'5.8 MILES SOUTHEAST ALONG THE COUNTY ROAD LEADING TO BIRNEY FROM THE
 QV0025'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, 0.2 MILE SOUTHEAST OF A RANCH
 QV0025'HOUSE, ON A HILL, 40 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2
 QV0025'FEET SOUTHWEST OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 QV0025'DISK, STAMPED B 223 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QV0025
 QV0025                          STATION RECOVERY (1966)
 QV0025
 QV0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QV0025'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0227 ***********************************************************************
 QU0227  DESIGNATION -  B 224
 QU0227  PID         -  QU0227
 QU0227  STATE/COUNTY-  MT/CUSTER
 QU0227  USGS QUAD   -  FOURMILE CREEK (1973)
 QU0227
 QU0227                         *CURRENT SURVEY CONTROL
 QU0227  ___________________________________________________________________
 QU0227* NAD 83(1986)-  45 59 19.     (N)    105 59 35.     (W)     SCALED    
 QU0227* NAVD 88     -       861.050  (meters)    2824.96   (feet)  ADJUSTED  
 QU0227  ___________________________________________________________________
 QU0227  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 QU0227  DYNAMIC HT  -         860.929 (meters)    2824.56  (feet)  COMP
 QU0227  MODELED GRAV-     980,446.0   (mgal)                       NAVD 88
 QU0227
 QU0227  VERT ORDER  -  SECOND    CLASS 0
 QU0227
 QU0227.The horizontal coordinates were scaled from a topographic map and have
 QU0227.an estimated accuracy of +/- 6 seconds.
 QU0227
 QU0227.The orthometric height was determined by differential leveling
 QU0227.and adjusted by the National Geodetic Survey in June 1991..
 QU0227
 QU0227.The geoid height was determined by GEOID03.
 QU0227
 QU0227.The dynamic height is computed by dividing the NAVD 88
 QU0227.geopotential number by the normal gravity value computed on the
 QU0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0227.degrees latitude (g = 980.6199 gals.).
 QU0227
 QU0227.The modeled gravity was interpolated from observed gravity values.
 QU0227
 QU0227;                    North         East    Units  Estimated Accuracy
 QU0227;SPC MT       -   199,290.      871,500.      MT  (+/- 180 meters Scaled)
 QU0227
 QU0227                          SUPERSEDED SURVEY CONTROL
 QU0227
 QU0227  NGVD 29 (??/??/92)  860.39   (m)         2822.8    (f) COMPUTED    2 0
 QU0227
 QU0227.Superseded values are not recommended for survey control.
 QU0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0227.See file dsdata.txt to determine how the superseded data were derived.
 QU0227
 QU0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL230932(NAD 83)
 QU0227_MARKER: DD = SURVEY DISK
 QU0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0227_STAMPING: B 224 1934
 QU0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0227+STABILITY: SURFACE MOTION
 QU0227
 QU0227  HISTORY     - Date     Condition        Report By
 QU0227  HISTORY     - 1934     MONUMENTED       CGS
 QU0227  HISTORY     - 1937     GOOD             NGS
 QU0227
 QU0227                          STATION DESCRIPTION
 QU0227
 QU0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QU0227'5.7 MI SW FROM GARLAND.
 QU0227'5.7 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO ASHLAND
 QU0227'FROM THE POST OFFICE AT GARLAND, CUSTER COUNTY, 1 MILE WEST OF A
 QU0227'NOTCH BETWEEN A RED HILL AND A YELLOW HILL, 0.7 MILE SOUTHEAST
 QU0227'OF THE JUNCTION OF A PRIVATE ROAD LEADING TO THE F. LITTLE
 QU0227'RANCH, 0.2 MILE SOUTH OF THE TOP OF A HILL, 25 FEET WEST OF THE
 QU0227'WEST RUT OF AN OLD WAGON TRAIL, 2 FEET WEST OF A CAIRN, AND
 QU0227'2-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 QU0227'B 224 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0213 ***********************************************************************
 QU0213  DESIGNATION -  B 225
 QU0213  PID         -  QU0213
 QU0213  STATE/COUNTY-  MT/POWDER RIVER
 QU0213  USGS QUAD   -  STACEY (1995)
 QU0213
 QU0213                         *CURRENT SURVEY CONTROL
 QU0213  ___________________________________________________________________
 QU0213* NAD 83(1986)-  45 40 26.     (N)    105 54 13.     (W)     SCALED    
 QU0213* NAVD 88     -      1095.110  (meters)    3592.87   (feet)  ADJUSTED  
 QU0213  ___________________________________________________________________
 QU0213  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 QU0213  DYNAMIC HT  -        1094.868 (meters)    3592.08  (feet)  COMP
 QU0213  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 QU0213
 QU0213  VERT ORDER  -  SECOND    CLASS 0
 QU0213
 QU0213.The horizontal coordinates were scaled from a topographic map and have
 QU0213.an estimated accuracy of +/- 6 seconds.
 QU0213
 QU0213.The orthometric height was determined by differential leveling
 QU0213.and adjusted by the National Geodetic Survey in June 1991..
 QU0213
 QU0213.The geoid height was determined by GEOID03.
 QU0213
 QU0213.The dynamic height is computed by dividing the NAVD 88
 QU0213.geopotential number by the normal gravity value computed on the
 QU0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0213.degrees latitude (g = 980.6199 gals.).
 QU0213
 QU0213.The modeled gravity was interpolated from observed gravity values.
 QU0213
 QU0213;                    North         East    Units  Estimated Accuracy
 QU0213;SPC MT       -   164,680.      880,030.      MT  (+/- 180 meters Scaled)
 QU0213
 QU0213                          SUPERSEDED SURVEY CONTROL
 QU0213
 QU0213  NGVD 29 (??/??/92) 1094.420  (m)         3590.61   (f) ADJ UNCH    2 0
 QU0213
 QU0213.Superseded values are not recommended for survey control.
 QU0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0213.See file dsdata.txt to determine how the superseded data were derived.
 QU0213
 QU0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL296582(NAD 83)
 QU0213_MARKER: DB = BENCH MARK DISK
 QU0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0213_STAMPING: B 225 1934
 QU0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0213+STABILITY: SURFACE MOTION
 QU0213
 QU0213  HISTORY     - Date     Condition        Report By
 QU0213  HISTORY     - 1934     MONUMENTED       CGS
 QU0213  HISTORY     - 1953     GOOD             LOCSUR
 QU0213
 QU0213                          STATION DESCRIPTION
 QU0213
 QU0213'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QU0213'2.8 MI SW FROM STACEY.
 QU0213'2.8 MILES SOUTHWEST ALONG THE ASHLAND-OLIVE COUNTY ROAD FROM THE
 QU0213'POST OFFICE AT STACEY, POWDER RIVER COUNTY, 75 FEET WEST OF A
 QU0213'RED STONE HILL, ON THE TOP OF A HILL, 29.7 FEET EAST OF THE
 QU0213'CENTERLINE OF THE ROAD, 15.6 FEET EAST OF A POLE, 6.4 FEET EAST
 QU0213'OF A FENCE, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.  A
 QU0213'STANDARD DISK, STAMPED B 225 1934 AND SET IN THE TOP OF A
 QU0213'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0174 ***********************************************************************
 QU0174  DESIGNATION -  B 226
 QU0174  PID         -  QU0174
 QU0174  STATE/COUNTY-  MT/POWDER RIVER
 QU0174  USGS QUAD   -  HUCKINS SCHOOL (1970)
 QU0174
 QU0174                         *CURRENT SURVEY CONTROL
 QU0174  ___________________________________________________________________
 QU0174* NAD 83(1986)-  45 14 46.     (N)    105 41 02.     (W)     SCALED    
 QU0174* NAVD 88     -       986.267  (meters)    3235.78   (feet)  ADJUSTED  
 QU0174  ___________________________________________________________________
 QU0174  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QU0174  DYNAMIC HT  -         986.020 (meters)    3234.97  (feet)  COMP
 QU0174  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 QU0174
 QU0174  VERT ORDER  -  SECOND    CLASS 0
 QU0174
 QU0174.The horizontal coordinates were scaled from a topographic map and have
 QU0174.an estimated accuracy of +/- 6 seconds.
 QU0174
 QU0174.The orthometric height was determined by differential leveling
 QU0174.and adjusted by the National Geodetic Survey in June 1991..
 QU0174
 QU0174.The geoid height was determined by GEOID03.
 QU0174
 QU0174.The dynamic height is computed by dividing the NAVD 88
 QU0174.geopotential number by the normal gravity value computed on the
 QU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0174.degrees latitude (g = 980.6199 gals.).
 QU0174
 QU0174.The modeled gravity was interpolated from observed gravity values.
 QU0174
 QU0174;                    North         East    Units  Estimated Accuracy
 QU0174;SPC MT       -   118,010.      899,440.      MT  (+/- 180 meters Scaled)
 QU0174
 QU0174                          SUPERSEDED SURVEY CONTROL
 QU0174
 QU0174  NGVD 29 (??/??/92)  985.644  (m)         3233.73   (f) ADJ UNCH    2 0
 QU0174
 QU0174.Superseded values are not recommended for survey control.
 QU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0174.See file dsdata.txt to determine how the superseded data were derived.
 QU0174
 QU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL463105(NAD 83)
 QU0174_MARKER: DB = BENCH MARK DISK
 QU0174_SETTING: 80 = SET IN A BOULDER
 QU0174_SP_SET: BOULDER
 QU0174_STAMPING: B 226 1934
 QU0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0174+STABILITY: SURFACE MOTION
 QU0174
 QU0174  HISTORY     - Date     Condition        Report By
 QU0174  HISTORY     - 1934     MONUMENTED       CGS
 QU0174
 QU0174                          STATION DESCRIPTION
 QU0174
 QU0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0174'18.1 MI NE FROM MOORHEAD.
 QU0174'18.1 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO BROADUS
 QU0174'FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY, 1.0 MILE
 QU0174'NORTHWEST OF POWDER RIVER, 0.4 MILE NORTHEAST OF SOME OLD RANCH
 QU0174'BUILDINGS, 180.7 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 QU0174'NEAR A LARGE HILL, IN THE TOP OF A LARGE LIMESTONE BOULDER, AND
 QU0174'4-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 226
 QU0174'1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0057 ***********************************************************************
 ST0057  DESIGNATION -  B 227
 ST0057  PID         -  ST0057
 ST0057  STATE/COUNTY-  MT/TETON
 ST0057  USGS QUAD   -  CHOTEAU (1987)
 ST0057
 ST0057                         *CURRENT SURVEY CONTROL
 ST0057  ___________________________________________________________________
 ST0057* NAD 83(1986)-  47 50 23.     (N)    112 12 48.     (W)     SCALED    
 ST0057* NAVD 88     -      1186.323  (meters)    3892.13   (feet)  ADJUSTED  
 ST0057  ___________________________________________________________________
 ST0057  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 ST0057  DYNAMIC HT  -        1186.246 (meters)    3891.88  (feet)  COMP
 ST0057  MODELED GRAV-     980,505.4   (mgal)                       NAVD 88
 ST0057
 ST0057  VERT ORDER  -  SECOND    CLASS 0
 ST0057
 ST0057.The horizontal coordinates were scaled from a topographic map and have
 ST0057.an estimated accuracy of +/- 6 seconds.
 ST0057
 ST0057.The orthometric height was determined by differential leveling
 ST0057.and adjusted by the National Geodetic Survey in June 1991..
 ST0057
 ST0057.The geoid height was determined by GEOID03.
 ST0057
 ST0057.The dynamic height is computed by dividing the NAVD 88
 ST0057.geopotential number by the normal gravity value computed on the
 ST0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0057.degrees latitude (g = 980.6199 gals.).
 ST0057
 ST0057.The modeled gravity was interpolated from observed gravity values.
 ST0057
 ST0057;                    North         East    Units  Estimated Accuracy
 ST0057;SPC MT       -   402,400.      397,030.      MT  (+/- 180 meters Scaled)
 ST0057
 ST0057                          SUPERSEDED SURVEY CONTROL
 ST0057
 ST0057  NGVD 29 (??/??/92) 1185.354  (m)         3888.95   (f) ADJ UNCH    2 0
 ST0057
 ST0057.Superseded values are not recommended for survey control.
 ST0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0057.See file dsdata.txt to determine how the superseded data were derived.
 ST0057
 ST0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT092991(NAD 83)
 ST0057_MARKER: DB = BENCH MARK DISK
 ST0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0057_SP_SET: CULVERT
 ST0057_STAMPING: B 227 1961
 ST0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0057
 ST0057  HISTORY     - Date     Condition        Report By
 ST0057  HISTORY     - 1961     MONUMENTED       CGS
 ST0057
 ST0057                          STATION DESCRIPTION
 ST0057
 ST0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0057'2.45 MI NW FROM CHOTEAU.
 ST0057'2.45 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0057'AT CHOTEAU, 3 POWER LINE POLES SOUTHEAST OF MILEPOLE 31, IN THE TOP OF
 ST0057'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 24-INCH
 ST0057'CONCRETE PIPE CULVERT UNDER A ROAD LEADING TO A POST YARD, 103.0 FEET
 ST0057'SOUTHWEST OF THE SOUTHWEST RAIL, 26.6 FEET SOUTHWEST OF THE CENTER
 ST0057'LINE OF THE HIGHWAY, 13.9 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ST0057'ROAD, 0.8 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, AND
 ST0057'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0177 ***********************************************************************
 ST0177  DESIGNATION -  B 228
 ST0177  PID         -  ST0177
 ST0177  STATE/COUNTY-  MT/TETON
 ST0177  USGS QUAD   -  WATSON FLATS (1987)
 ST0177
 ST0177                         *CURRENT SURVEY CONTROL
 ST0177  ___________________________________________________________________
 ST0177* NAD 83(1986)-  47 52 17.     (N)    112 27 24.     (W)     SCALED    
 ST0177* NAVD 88     -      1341.262  (meters)    4400.46   (feet)  ADJUSTED  
 ST0177  ___________________________________________________________________
 ST0177  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 ST0177  DYNAMIC HT  -        1341.131 (meters)    4400.03  (feet)  COMP
 ST0177  MODELED GRAV-     980,467.5   (mgal)                       NAVD 88
 ST0177
 ST0177  VERT ORDER  -  SECOND    CLASS 0
 ST0177
 ST0177.The horizontal coordinates were scaled from a topographic map and have
 ST0177.an estimated accuracy of +/- 6 seconds.
 ST0177
 ST0177.The orthometric height was determined by differential leveling
 ST0177.and adjusted by the National Geodetic Survey in June 1991..
 ST0177
 ST0177.The geoid height was determined by GEOID03.
 ST0177
 ST0177.The dynamic height is computed by dividing the NAVD 88
 ST0177.geopotential number by the normal gravity value computed on the
 ST0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0177.degrees latitude (g = 980.6199 gals.).
 ST0177
 ST0177.The modeled gravity was interpolated from observed gravity values.
 ST0177
 ST0177;                    North         East    Units  Estimated Accuracy
 ST0177;SPC MT       -   406,580.      378,970.      MT  (+/- 180 meters Scaled)
 ST0177
 ST0177                          SUPERSEDED SURVEY CONTROL
 ST0177
 ST0177  NGVD 29 (??/??/92) 1340.244  (m)         4397.12   (f) ADJ UNCH    2 0
 ST0177
 ST0177.Superseded values are not recommended for survey control.
 ST0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0177.See file dsdata.txt to determine how the superseded data were derived.
 ST0177
 ST0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU910030(NAD 83)
 ST0177_MARKER: DB = BENCH MARK DISK
 ST0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0177_STAMPING: B 228 1961
 ST0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0177+STABILITY: SURFACE MOTION
 ST0177
 ST0177  HISTORY     - Date     Condition        Report By
 ST0177  HISTORY     - 1961     MONUMENTED       CGS
 ST0177
 ST0177                          STATION DESCRIPTION
 ST0177
 ST0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0177'16.3 MI NW FROM CHOTEAU.
 ST0177'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0177'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 ST0177'SOUTH ALONG A GRAVEL ROAD, AT POINT WHERE ROAD CURVES TO THE EAST, AT
 ST0177'THE JUNCTION OF A DRIVEWAY WEST, 50 FEET NORTHEAST OF THE CENTER OF
 ST0177'THE JUNCTION, 18 FEET EAST OF THE CENTER LINE OF ROAD NORTH, 2.3 FEET
 ST0177'NORTHEAST OF A FENCE CORNER, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT
 ST0177'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ST0177'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0122 ***********************************************************************
 ST0122  DESIGNATION -  B 229
 ST0122  PID         -  ST0122
 ST0122  STATE/COUNTY-  MT/TETON
 ST0122  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0122
 ST0122                         *CURRENT SURVEY CONTROL
 ST0122  ___________________________________________________________________
 ST0122* NAD 83(1986)-  47 42 38.     (N)    112 24 28.     (W)     SCALED    
 ST0122* NAVD 88     -      1277.271  (meters)    4190.51   (feet)  ADJUSTED  
 ST0122  ___________________________________________________________________
 ST0122  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 ST0122  DYNAMIC HT  -        1277.125 (meters)    4190.03  (feet)  COMP
 ST0122  MODELED GRAV-     980,454.2   (mgal)                       NAVD 88
 ST0122
 ST0122  VERT ORDER  -  SECOND    CLASS 0
 ST0122
 ST0122.The horizontal coordinates were scaled from a topographic map and have
 ST0122.an estimated accuracy of +/- 6 seconds.
 ST0122
 ST0122.The orthometric height was determined by differential leveling
 ST0122.and adjusted by the National Geodetic Survey in June 1991..
 ST0122
 ST0122.The geoid height was determined by GEOID03.
 ST0122
 ST0122.The dynamic height is computed by dividing the NAVD 88
 ST0122.geopotential number by the normal gravity value computed on the
 ST0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0122.degrees latitude (g = 980.6199 gals.).
 ST0122
 ST0122.The modeled gravity was interpolated from observed gravity values.
 ST0122
 ST0122;                    North         East    Units  Estimated Accuracy
 ST0122;SPC MT       -   388,580.      381,960.      MT  (+/- 180 meters Scaled)
 ST0122
 ST0122                          SUPERSEDED SURVEY CONTROL
 ST0122
 ST0122  NGVD 29 (??/??/92) 1276.256  (m)         4187.18   (f) ADJ UNCH    2 0
 ST0122
 ST0122.Superseded values are not recommended for survey control.
 ST0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0122.See file dsdata.txt to determine how the superseded data were derived.
 ST0122
 ST0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT944850(NAD 83)
 ST0122_MARKER: DB = BENCH MARK DISK
 ST0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0122_STAMPING: B 229 1961
 ST0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0122+STABILITY: SURFACE MOTION
 ST0122
 ST0122  HISTORY     - Date     Condition        Report By
 ST0122  HISTORY     - 1961     MONUMENTED       CGS
 ST0122
 ST0122                          STATION DESCRIPTION
 ST0122
 ST0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0122'15.7 MI SW FROM CHOTEAU.
 ST0122'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0122'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0122'WEST ALONG A GRAVEL ROAD, THENCE 3.1 MILES SOUTHWEST ALONG A GRADED
 ST0122'ROAD, 41 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 ST0122'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 ST0122'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0134 ***********************************************************************
 TK0134  DESIGNATION -  B 23
 TK0134  PID         -  TK0134
 TK0134  STATE/COUNTY-  MT/BLAINE
 TK0134  USGS QUAD   -  HARLEM (1964)
 TK0134
 TK0134                         *CURRENT SURVEY CONTROL
 TK0134  ___________________________________________________________________
 TK0134* NAD 83(1986)-  48 31 34.     (N)    108 45 08.     (W)     SCALED    
 TK0134* NAVD 88     -       719.172  (meters)    2359.48   (feet)  ADJUSTED  
 TK0134  ___________________________________________________________________
 TK0134  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TK0134  DYNAMIC HT  -         719.262 (meters)    2359.78  (feet)  COMP
 TK0134  MODELED GRAV-     980,712.6   (mgal)                       NAVD 88
 TK0134
 TK0134  VERT ORDER  -  FIRST     CLASS II
 TK0134
 TK0134.The horizontal coordinates were scaled from a topographic map and have
 TK0134.an estimated accuracy of +/- 6 seconds.
 TK0134
 TK0134.The orthometric height was determined by differential leveling
 TK0134.and adjusted by the National Geodetic Survey in June 1991..
 TK0134.WARNING-Repeat measurements at this control monument indicate possible
 TK0134.vertical movement.
 TK0134
 TK0134.The geoid height was determined by GEOID03.
 TK0134
 TK0134.The dynamic height is computed by dividing the NAVD 88
 TK0134.geopotential number by the normal gravity value computed on the
 TK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0134.degrees latitude (g = 980.6199 gals.).
 TK0134
 TK0134.The modeled gravity was interpolated from observed gravity values.
 TK0134
 TK0134;                    North         East    Units  Estimated Accuracy
 TK0134;SPC MT       -   475,440.      655,220.      MT  (+/- 180 meters Scaled)
 TK0134
 TK0134                          SUPERSEDED SURVEY CONTROL
 TK0134
 TK0134  NGVD 29 (??/??/92)  718.426  (m)         2357.04   (f) ADJ UNCH    1 2
 TK0134
 TK0134.Superseded values are not recommended for survey control.
 TK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0134.See file dsdata.txt to determine how the superseded data were derived.
 TK0134
 TK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU659772(NAD 83)
 TK0134_MARKER: DB = BENCH MARK DISK
 TK0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TK0134_SP_SET: ABUTMENT
 TK0134_STAMPING: B 23
 TK0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0134
 TK0134  HISTORY     - Date     Condition        Report By
 TK0134  HISTORY     - UNK      MONUMENTED       CGS
 TK0134  HISTORY     - 1935     GOOD             NGS
 TK0134  HISTORY     - 1964     MARK NOT FOUND   USGS
 TK0134  HISTORY     - 1979     POOR             NGS
 TK0134  HISTORY     - 1979     POOR             USGS
 TK0134
 TK0134                          STATION DESCRIPTION
 TK0134
 TK0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TK0134'1.7 MI E FROM HARLEM.
 TK0134'1.7 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM HARLEM, BLAINE
 TK0134'COUNTY, 0.2 MILE EAST OF THE STOCKYARDS, 0.1 MILE WEST OF MILEPOST
 TK0134'386, AT BRIDGE 535, IN THE SOUTH SIDE OF THE WEST CONCRETE ABUTMENT,
 TK0134'AND AT THE BOTTOM OF A SQUARE HOLE 1 FOOT DEEP.  A STANDARD DISK,
 TK0134'STAMPED B 23.
 TK0134
 TK0134                          STATION RECOVERY (1964)
 TK0134
 TK0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TK0134'MARK NOT FOUND.
 TK0134
 TK0134                          STATION RECOVERY (1979)
 TK0134
 TK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0134'MARK RECOVERED IN POOR CONDITION.
 TK0134
 TK0134                          STATION RECOVERY (1979)
 TK0134
 TK0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 TK0134'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0105 ***********************************************************************
 ST0105  DESIGNATION -  B 230
 ST0105  PID         -  ST0105
 ST0105  STATE/COUNTY-  MT/TETON
 ST0105  USGS QUAD   -  GILMAN (1987)
 ST0105
 ST0105                         *CURRENT SURVEY CONTROL
 ST0105  ___________________________________________________________________
 ST0105* NAD 83(1986)-  47 37 26.     (N)    112 21 01.     (W)     SCALED    
 ST0105* NAVD 88     -      1369.023  (meters)    4491.54   (feet)  ADJUSTED  
 ST0105  ___________________________________________________________________
 ST0105  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 ST0105  DYNAMIC HT  -        1368.849 (meters)    4490.97  (feet)  COMP
 ST0105  MODELED GRAV-     980,437.4   (mgal)                       NAVD 88
 ST0105
 ST0105  VERT ORDER  -  SECOND    CLASS 0
 ST0105
 ST0105.The horizontal coordinates were scaled from a topographic map and have
 ST0105.an estimated accuracy of +/- 6 seconds.
 ST0105
 ST0105.The orthometric height was determined by differential leveling
 ST0105.and adjusted by the National Geodetic Survey in June 1991..
 ST0105
 ST0105.The geoid height was determined by GEOID03.
 ST0105
 ST0105.The dynamic height is computed by dividing the NAVD 88
 ST0105.geopotential number by the normal gravity value computed on the
 ST0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0105.degrees latitude (g = 980.6199 gals.).
 ST0105
 ST0105.The modeled gravity was interpolated from observed gravity values.
 ST0105
 ST0105;                    North         East    Units  Estimated Accuracy
 ST0105;SPC MT       -   378,790.      385,920.      MT  (+/- 180 meters Scaled)
 ST0105
 ST0105                          SUPERSEDED SURVEY CONTROL
 ST0105
 ST0105  NGVD 29 (??/??/92) 1368.007  (m)         4488.20   (f) ADJ UNCH    2 0
 ST0105
 ST0105.Superseded values are not recommended for survey control.
 ST0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0105.See file dsdata.txt to determine how the superseded data were derived.
 ST0105
 ST0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT985753(NAD 83)
 ST0105_MARKER: DB = BENCH MARK DISK
 ST0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0105_STAMPING: B 230 1961
 ST0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0105+STABILITY: SURFACE MOTION
 ST0105
 ST0105  HISTORY     - Date     Condition        Report By
 ST0105  HISTORY     - 1961     MONUMENTED       CGS
 ST0105
 ST0105                          STATION DESCRIPTION
 ST0105
 ST0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0105'15.35 MI N FROM AUGUSTA.
 ST0105'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0105'AUGUSTA, THENCE 3.65 MILES WEST ALONG A COUNTY ROAD, AT THE
 ST0105'INTERSECTION OF A NORTH-SOUTH COUNTY ROAD, AT THE JUNCTION OF POWER
 ST0105'LINES, 26 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 45 1/2
 ST0105'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 22 FEET
 ST0105'SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLEGUARD, 23.8 FEET WEST OF
 ST0105'THE SOUTH END OF A 24-INCH CONCRETE PIPE CULVERT, 3 1/2 FEET WEST OF A
 ST0105'POWER LINE POLE WITH A GUY WIRE, 3.0 FEET SOUTH OF A WITNESS POST,
 ST0105'ABOUT 1/2 FOOT LOWER THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE
 ST0105'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1120 ***********************************************************************
 SS1120  DESIGNATION -  B 231
 SS1120  PID         -  SS1120
 SS1120  STATE/COUNTY-  MT/TETON
 SS1120  USGS QUAD   -  T L GAP (1987)
 SS1120
 SS1120                         *CURRENT SURVEY CONTROL
 SS1120  ___________________________________________________________________
 SS1120* NAD 83(1986)-  47 46 15.     (N)    111 59 12.     (W)     SCALED    
 SS1120* NAVD 88     -      1242.831  (meters)    4077.52   (feet)  ADJUSTED  
 SS1120  ___________________________________________________________________
 SS1120  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 SS1120  DYNAMIC HT  -        1242.769 (meters)    4077.32  (feet)  COMP
 SS1120  MODELED GRAV-     980,518.5   (mgal)                       NAVD 88
 SS1120
 SS1120  VERT ORDER  -  SECOND    CLASS 0
 SS1120
 SS1120.The horizontal coordinates were scaled from a topographic map and have
 SS1120.an estimated accuracy of +/- 6 seconds.
 SS1120
 SS1120.The orthometric height was determined by differential leveling
 SS1120.and adjusted by the National Geodetic Survey in June 1991..
 SS1120
 SS1120.The geoid height was determined by GEOID03.
 SS1120
 SS1120.The dynamic height is computed by dividing the NAVD 88
 SS1120.geopotential number by the normal gravity value computed on the
 SS1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1120.degrees latitude (g = 980.6199 gals.).
 SS1120
 SS1120.The modeled gravity was interpolated from observed gravity values.
 SS1120
 SS1120;                    North         East    Units  Estimated Accuracy
 SS1120;SPC MT       -   394,190.      413,740.      MT  (+/- 180 meters Scaled)
 SS1120
 SS1120                          SUPERSEDED SURVEY CONTROL
 SS1120
 SS1120  NGVD 29 (??/??/92) 1241.892  (m)         4074.44   (f) ADJ UNCH    2 0
 SS1120
 SS1120.Superseded values are not recommended for survey control.
 SS1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1120.See file dsdata.txt to determine how the superseded data were derived.
 SS1120
 SS1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT260913(NAD 83)
 SS1120_MARKER: DB = BENCH MARK DISK
 SS1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1120_STAMPING: B 231 1961
 SS1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1120+STABILITY: SURFACE MOTION
 SS1120
 SS1120  HISTORY     - Date     Condition        Report By
 SS1120  HISTORY     - 1961     MONUMENTED       CGS
 SS1120
 SS1120                          STATION DESCRIPTION
 SS1120
 SS1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1120'10.65 MI SE FROM CHOTEAU.
 SS1120'4.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1120'AT CHOTEAU, THENCE 6.5 MILES EAST ALONG A DIRT ROAD, 0.1 MILE
 SS1120'SOUTHEAST OF A FARMHOUSE, 143 1/2 FEET EAST OF THE CENTER OF THE
 SS1120'INTERSECTION OF A GRAVEL ROAD, 11 1/2 FEET SOUTH OF THE CENTER LINE OF
 SS1120'THE ROAD, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SS1120'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS1120'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1108 ***********************************************************************
 SS1108  DESIGNATION -  B 232
 SS1108  PID         -  SS1108
 SS1108  STATE/COUNTY-  MT/TETON
 SS1108  USGS QUAD   -  CLEIV (1983)
 SS1108
 SS1108                         *CURRENT SURVEY CONTROL
 SS1108  ___________________________________________________________________
 SS1108* NAD 83(1986)-  47 42 06.     (N)    111 58 08.     (W)     SCALED    
 SS1108* NAVD 88     -      1162.176  (meters)    3812.91   (feet)  ADJUSTED  
 SS1108  ___________________________________________________________________
 SS1108  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 SS1108  DYNAMIC HT  -        1162.081 (meters)    3812.59  (feet)  COMP
 SS1108  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 SS1108
 SS1108  VERT ORDER  -  SECOND    CLASS 0
 SS1108
 SS1108.The horizontal coordinates were scaled from a topographic map and have
 SS1108.an estimated accuracy of +/- 6 seconds.
 SS1108
 SS1108.The orthometric height was determined by differential leveling
 SS1108.and adjusted by the National Geodetic Survey in June 1991..
 SS1108
 SS1108.The geoid height was determined by GEOID03.
 SS1108
 SS1108.The dynamic height is computed by dividing the NAVD 88
 SS1108.geopotential number by the normal gravity value computed on the
 SS1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1108.degrees latitude (g = 980.6199 gals.).
 SS1108
 SS1108.The modeled gravity was interpolated from observed gravity values.
 SS1108
 SS1108;                    North         East    Units  Estimated Accuracy
 SS1108;SPC MT       -   386,460.      414,830.      MT  (+/- 180 meters Scaled)
 SS1108
 SS1108                          SUPERSEDED SURVEY CONTROL
 SS1108
 SS1108  NGVD 29 (??/??/92) 1161.209  (m)         3809.73   (f) ADJ UNCH    2 0
 SS1108
 SS1108.Superseded values are not recommended for survey control.
 SS1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1108.See file dsdata.txt to determine how the superseded data were derived.
 SS1108
 SS1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT273835(NAD 83)
 SS1108_MARKER: DB = BENCH MARK DISK
 SS1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1108_STAMPING: B 232 1961
 SS1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1108+STABILITY: SURFACE MOTION
 SS1108
 SS1108  HISTORY     - Date     Condition        Report By
 SS1108  HISTORY     - 1961     MONUMENTED       CGS
 SS1108
 SS1108                          STATION DESCRIPTION
 SS1108
 SS1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1108'2.0 MI SE FROM BOLE.
 SS1108'2.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1108'AT BOLE, AT MILEPOLE 15, 38.8 FEET SOUTH OF THE SOUTH RAIL, 67.0 FEET
 SS1108'SOUTHWEST OF THE SOUTHWEST CORNER OF WOODEN BRIDGE 15.0, 2 1/2 FEET
 SS1108'WEST OF MILEPOLE 15, 8.7 FEET NORTH OF A FENCE, 2.2 FEET EAST OF A
 SS1108'WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 SS1108'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0271 ***********************************************************************
 ST0271  DESIGNATION -  B 233
 ST0271  PID         -  ST0271
 ST0271  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0271  USGS QUAD   -  AUGUSTA (1963)
 ST0271
 ST0271                         *CURRENT SURVEY CONTROL
 ST0271  ___________________________________________________________________
 ST0271* NAD 83(1986)-  47 29 31.     (N)    112 23 41.     (W)     SCALED    
 ST0271* NAVD 88     -      1240.469  (meters)    4069.77   (feet)  ADJUSTED  
 ST0271  ___________________________________________________________________
 ST0271  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 ST0271  DYNAMIC HT  -        1240.312 (meters)    4069.26  (feet)  COMP
 ST0271  MODELED GRAV-     980,443.4   (mgal)                       NAVD 88
 ST0271
 ST0271  VERT ORDER  -  SECOND    CLASS 0
 ST0271
 ST0271.The horizontal coordinates were scaled from a topographic map and have
 ST0271.an estimated accuracy of +/- 6 seconds.
 ST0271
 ST0271.The orthometric height was determined by differential leveling
 ST0271.and adjusted by the National Geodetic Survey in June 1991..
 ST0271
 ST0271.The geoid height was determined by GEOID03.
 ST0271
 ST0271.The dynamic height is computed by dividing the NAVD 88
 ST0271.geopotential number by the normal gravity value computed on the
 ST0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0271.degrees latitude (g = 980.6199 gals.).
 ST0271
 ST0271.The modeled gravity was interpolated from observed gravity values.
 ST0271
 ST0271;                    North         East    Units  Estimated Accuracy
 ST0271;SPC MT       -   364,270.      382,040.      MT  (+/- 180 meters Scaled)
 ST0271
 ST0271                          SUPERSEDED SURVEY CONTROL
 ST0271
 ST0271  NGVD 29 (??/??/92) 1239.469  (m)         4066.49   (f) ADJ UNCH    2 0
 ST0271
 ST0271.Superseded values are not recommended for survey control.
 ST0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0271.See file dsdata.txt to determine how the superseded data were derived.
 ST0271
 ST0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT949607(NAD 83)
 ST0271_MARKER: DB = BENCH MARK DISK
 ST0271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ST0271_SP_SET: CULVERT
 ST0271_STAMPING: B 233 1961
 ST0271_MARK LOGO: CGS   
 ST0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0271+STABILITY: SURFACE MOTION
 ST0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ST0271+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 ST0271
 ST0271  HISTORY     - Date     Condition        Report By
 ST0271  HISTORY     - 1961     MONUMENTED       CGS
 ST0271  HISTORY     - 19970307 GOOD             NGS
 ST0271
 ST0271                          STATION DESCRIPTION
 ST0271
 ST0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0271'IN AUGUSTA.
 ST0271'AT AUGUSTA, 0.05 MILE SOUTH-SOUTHWEST ALONG STATE HIGHWAY 287 FROM THE
 ST0271'POST OFFICE, NEAR THE JUNCTION OF FLEMING STREET, IN THE TOP OF THE
 ST0271'EAST-NORTHEAST CORNER OF A LARGE CONCRETE BOX CULVERT OVER A CREEK AND
 ST0271'UNDER A STREET LEADING TO THE AUGUSTA COMMUNITY PARK, 163 FEET
 ST0271'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH-
 ST0271'NORTHEAST OF THE CENTER LINE OF THE STREET, 13 FEET EAST OF A POWER
 ST0271'LINE POLE, 0.6 FOOT WEST-SOUTHWEST OF THE EAST-NORTHEAST CORNER OF THE
 ST0271'CULVERT, AND ABOUT LEVEL WITH THE STREET AND HIGHWAY.
 ST0271
 ST0271                          STATION RECOVERY (1997)
 ST0271
 ST0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CWW)
 ST0271'0.05 MI (0.08 KM) WEST ALONG MAIN STREET, FROM THE AUGUSTA POST
 ST0271'OFFICE, TO PARK STREET ON THE LEFT, 0.05 MI (0.08 KM) SOUTH ALONG PARK
 ST0271'STREET TO AN ALLEY AND THE ENTRANCE TO THE AMERICAN LEGION PARK,
 ST0271'LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION IN THE TOP OF A
 ST0271'CONCRETE CULVERT, SET IN THE NORTHEAST CORNER OF THE CONCRETE CULVERT,
 ST0271'24.0 FT (7.3 M) NORTH OF THE CENTER OF PARK STREET AND 13.0 FT (4.0 M)
 ST0271'EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0138 ***********************************************************************
 ST0138  DESIGNATION -  B 234
 ST0138  PID         -  ST0138
 ST0138  STATE/COUNTY-  MT/TETON
 ST0138  USGS QUAD   -  GILMAN (1987)
 ST0138
 ST0138                         *CURRENT SURVEY CONTROL
 ST0138  ___________________________________________________________________
 ST0138* NAD 83(1986)-  47 35 15.     (N)    112 19 10.     (W)     SCALED    
 ST0138* NAVD 88     -      1326.032  (meters)    4350.49   (feet)  ADJUSTED  
 ST0138  ___________________________________________________________________
 ST0138  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 ST0138  DYNAMIC HT  -        1325.875 (meters)    4349.97  (feet)  COMP
 ST0138  MODELED GRAV-     980,447.5   (mgal)                       NAVD 88
 ST0138
 ST0138  VERT ORDER  -  SECOND    CLASS 0
 ST0138
 ST0138.The horizontal coordinates were scaled from a topographic map and have
 ST0138.an estimated accuracy of +/- 6 seconds.
 ST0138
 ST0138.The orthometric height was determined by differential leveling
 ST0138.and adjusted by the National Geodetic Survey in June 1991..
 ST0138
 ST0138.The geoid height was determined by GEOID03.
 ST0138
 ST0138.The dynamic height is computed by dividing the NAVD 88
 ST0138.geopotential number by the normal gravity value computed on the
 ST0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0138.degrees latitude (g = 980.6199 gals.).
 ST0138
 ST0138.The modeled gravity was interpolated from observed gravity values.
 ST0138
 ST0138;                    North         East    Units  Estimated Accuracy
 ST0138;SPC MT       -   374,670.      388,090.      MT  (+/- 180 meters Scaled)
 ST0138
 ST0138                          SUPERSEDED SURVEY CONTROL
 ST0138
 ST0138  NGVD 29 (??/??/92) 1325.035  (m)         4347.22   (f) ADJ UNCH    2 0
 ST0138
 ST0138.Superseded values are not recommended for survey control.
 ST0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0138.See file dsdata.txt to determine how the superseded data were derived.
 ST0138
 ST0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT007712(NAD 83)
 ST0138_MARKER: DB = BENCH MARK DISK
 ST0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0138_SP_SET: SIPHON
 ST0138_STAMPING: B 234 1961
 ST0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0138
 ST0138  HISTORY     - Date     Condition        Report By
 ST0138  HISTORY     - 1961     MONUMENTED       CGS
 ST0138
 ST0138                          STATION DESCRIPTION
 ST0138
 ST0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0138'8.85 MI N FROM AUGUSTA.
 ST0138'8.05 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0138'AUGUSTA, THENCE 0.8 MILE NORTHEAST ALONG THE SOUTHEAST LEVEE ROAD OF A
 ST0138'CANAL, IN THE TOP OF THE WEST-SOUTHWEST END OF THE CONCRETE HEAD WALL
 ST0138'OF AN OUTLET TO AN IRRIGATION SIPHON, 34 1/2 FEET WEST-SOUTHWEST OF
 ST0138'THE CENTER OF THE SOUTH-SOUTHEAST END OF A PLANK CATWALK ACROSS THE
 ST0138'CANAL, 19 1/2 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 ST0138'ABOUT 7 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1033 ***********************************************************************
 SS1033  DESIGNATION -  B 235
 SS1033  PID         -  SS1033
 SS1033  STATE/COUNTY-  MT/CASCADE
 SS1033  USGS QUAD   -  SIMMS (1983)
 SS1033
 SS1033                         *CURRENT SURVEY CONTROL
 SS1033  ___________________________________________________________________
 SS1033* NAD 83(1986)-  47 29 42.     (N)    111 58 56.     (W)     SCALED    
 SS1033* NAVD 88     -      1116.640  (meters)    3663.51   (feet)  ADJUSTED  
 SS1033  ___________________________________________________________________
 SS1033  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 SS1033  DYNAMIC HT  -        1116.527 (meters)    3663.14  (feet)  COMP
 SS1033  MODELED GRAV-     980,474.0   (mgal)                       NAVD 88
 SS1033
 SS1033  VERT ORDER  -  SECOND    CLASS 0
 SS1033
 SS1033.The horizontal coordinates were scaled from a topographic map and have
 SS1033.an estimated accuracy of +/- 6 seconds.
 SS1033
 SS1033.The orthometric height was determined by differential leveling
 SS1033.and adjusted by the National Geodetic Survey in June 1991..
 SS1033
 SS1033.The geoid height was determined by GEOID03.
 SS1033
 SS1033.The dynamic height is computed by dividing the NAVD 88
 SS1033.geopotential number by the normal gravity value computed on the
 SS1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1033.degrees latitude (g = 980.6199 gals.).
 SS1033
 SS1033.The modeled gravity was interpolated from observed gravity values.
 SS1033
 SS1033;                    North         East    Units  Estimated Accuracy
 SS1033;SPC MT       -   363,540.      413,100.      MT  (+/- 180 meters Scaled)
 SS1033
 SS1033                          SUPERSEDED SURVEY CONTROL
 SS1033
 SS1033  NGVD 29 (??/??/92) 1115.677  (m)         3660.35   (f) ADJ UNCH    2 0
 SS1033
 SS1033.Superseded values are not recommended for survey control.
 SS1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1033.See file dsdata.txt to determine how the superseded data were derived.
 SS1033
 SS1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT260606(NAD 83)
 SS1033_MARKER: DB = BENCH MARK DISK
 SS1033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS1033_SP_SET: BRIDGE
 SS1033_STAMPING: B 235 1961
 SS1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1033
 SS1033  HISTORY     - Date     Condition        Report By
 SS1033  HISTORY     - 1961     MONUMENTED       CGS
 SS1033
 SS1033                          STATION DESCRIPTION
 SS1033
 SS1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1033'2.2 MI W FROM SIMMS.
 SS1033'2.2 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 SS1033'HIGHWAY 20 AT SIMMS, 25 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A
 SS1033'PRIVATE DRIVEWAY TO KIRBYS RANCH, IN THE TOP OF THE NORTHWEST END OF
 SS1033'THE SOUTHEAST WING WALL OF A CONCRETE BRIDGE OVER AN IRRIGATION CANAL,
 SS1033'13 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 SS1033'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0360 ***********************************************************************
 ST0360  DESIGNATION -  B 236
 ST0360  PID         -  ST0360
 ST0360  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0360  USGS QUAD   -  COMB ROCK (1979)
 ST0360
 ST0360                         *CURRENT SURVEY CONTROL
 ST0360  ___________________________________________________________________
 ST0360* NAD 83(1986)-  47 13 09.     (N)    112 14 32.     (W)     SCALED    
 ST0360* NAVD 88     -      1242.514  (meters)    4076.48   (feet)  ADJUSTED  
 ST0360  ___________________________________________________________________
 ST0360  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 ST0360  DYNAMIC HT  -        1242.330 (meters)    4075.88  (feet)  COMP
 ST0360  MODELED GRAV-     980,421.9   (mgal)                       NAVD 88
 ST0360
 ST0360  VERT ORDER  -  SECOND    CLASS 0
 ST0360
 ST0360.The horizontal coordinates were scaled from a topographic map and have
 ST0360.an estimated accuracy of +/- 6 seconds.
 ST0360
 ST0360.The orthometric height was determined by differential leveling
 ST0360.and adjusted by the National Geodetic Survey in June 1991..
 ST0360
 ST0360.The geoid height was determined by GEOID03.
 ST0360
 ST0360.The dynamic height is computed by dividing the NAVD 88
 ST0360.geopotential number by the normal gravity value computed on the
 ST0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0360.degrees latitude (g = 980.6199 gals.).
 ST0360
 ST0360.The modeled gravity was interpolated from observed gravity values.
 ST0360
 ST0360;                    North         East    Units  Estimated Accuracy
 ST0360;SPC MT       -   333,560.      392,460.      MT  (+/- 180 meters Scaled)
 ST0360
 ST0360                          SUPERSEDED SURVEY CONTROL
 ST0360
 ST0360  NGVD 29 (??/??/92) 1241.518  (m)         4073.21   (f) ADJ UNCH    2 0
 ST0360
 ST0360.Superseded values are not recommended for survey control.
 ST0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0360.See file dsdata.txt to determine how the superseded data were derived.
 ST0360
 ST0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT059302(NAD 83)
 ST0360_MARKER: DB = BENCH MARK DISK
 ST0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0360_SP_SET: CURB
 ST0360_STAMPING: B 236 1961
 ST0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0360
 ST0360  HISTORY     - Date     Condition        Report By
 ST0360  HISTORY     - 1961     MONUMENTED       CGS
 ST0360
 ST0360                          STATION DESCRIPTION
 ST0360
 ST0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0360'6.65 MI SW FROM BOWMANS CORNER.
 ST0360'6.65 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0360'HIGHWAY 287 AT BOWMANS CORNER, IN THE TOP OF THE SOUTH END OF THE WEST
 ST0360'CONCRETE CURB OF BRIDGE NO. 2-2550-34.9, 12 1/2 FEET WEST OF THE
 ST0360'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0359 ***********************************************************************
 ST0359  DESIGNATION -  B 236 X
 ST0359  PID         -  ST0359
 ST0359  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0359  USGS QUAD   -  COMB ROCK (1979)
 ST0359
 ST0359                         *CURRENT SURVEY CONTROL
 ST0359  ___________________________________________________________________
 ST0359* NAD 83(1986)-  47 13 09.     (N)    112 14 31.     (W)     SCALED    
 ST0359* NAVD 88     -      1242.515  (meters)    4076.48   (feet)  ADJUSTED  
 ST0359  ___________________________________________________________________
 ST0359  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 ST0359  DYNAMIC HT  -        1242.331 (meters)    4075.88  (feet)  COMP
 ST0359  MODELED GRAV-     980,421.9   (mgal)                       NAVD 88
 ST0359
 ST0359  VERT ORDER  -  SECOND    CLASS 0
 ST0359
 ST0359.The horizontal coordinates were scaled from a topographic map and have
 ST0359.an estimated accuracy of +/- 6 seconds.
 ST0359
 ST0359.The orthometric height was determined by differential leveling
 ST0359.and adjusted by the National Geodetic Survey in June 1991..
 ST0359
 ST0359.The geoid height was determined by GEOID03.
 ST0359
 ST0359.The dynamic height is computed by dividing the NAVD 88
 ST0359.geopotential number by the normal gravity value computed on the
 ST0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0359.degrees latitude (g = 980.6199 gals.).
 ST0359
 ST0359.The modeled gravity was interpolated from observed gravity values.
 ST0359
 ST0359;                    North         East    Units  Estimated Accuracy
 ST0359;SPC MT       -   333,560.      392,480.      MT  (+/- 180 meters Scaled)
 ST0359
 ST0359                          SUPERSEDED SURVEY CONTROL
 ST0359
 ST0359  NGVD 29 (??/??/92) 1241.520  (m)         4073.22   (f) ADJ UNCH    2 0
 ST0359
 ST0359.Superseded values are not recommended for survey control.
 ST0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0359.See file dsdata.txt to determine how the superseded data were derived.
 ST0359
 ST0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT059302(NAD 83)
 ST0359_MARKER: Z = SEE DESCRIPTION
 ST0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0359_SP_SET: CURB
 ST0359_STAMPING: B 236 X
 ST0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0359
 ST0359  HISTORY     - Date     Condition        Report By
 ST0359  HISTORY     - UNK      MONUMENTED       RBNF
 ST0359  HISTORY     - 1961     GOOD             NGS
 ST0359  HISTORY     - 1983     GOOD             NGS
 ST0359
 ST0359                          STATION DESCRIPTION
 ST0359
 ST0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0359'6.65 MI SW FROM BOWMANS CORNER.
 ST0359'6.65 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0359'HIGHWAY 287 AT BOWMANS CORNER, IN THE TOP OF THE SOUTH END OF THE EAST
 ST0359'CONCRETE CURB OF BRIDGE NO. 2-2550-34.9, 12 FEET EAST OF THE CENTER
 ST0359'LINE OF THE HIGHWAY, AND ABOUT 0.8 FOOT HIGHER THAN THE HIGHWAY.
 ST0359
 ST0359                          STATION RECOVERY (1983)
 ST0359
 ST0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ST0359'10.78 KM (6.7 MI) SOUTHWEST ALONG STATE HIGHWAY 200, FROM THE
 ST0359'JUNCTION OF US HIGHWAY 287 AT BOWMAN'S CORNER TO THE MARK ON THE LEFT
 ST0359'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE CURB OF THE BRIDGE
 ST0359'OVER THE DEAR BORN RIVER. 3.66 MI (12 FT) EAST OF THE CENTER OF THE
 ST0359'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1197 ***********************************************************************
 SS1197  DESIGNATION -  B 237
 SS1197  PID         -  SS1197
 SS1197  STATE/COUNTY-  MT/TETON
 SS1197  USGS QUAD   -  FAIRFIELD (1983)
 SS1197
 SS1197                         *CURRENT SURVEY CONTROL
 SS1197  ___________________________________________________________________
 SS1197* NAD 83(1986)-  47 36 42.     (N)    111 57 55.     (W)     SCALED    
 SS1197* NAVD 88     -      1211.088  (meters)    3973.38   (feet)  ADJUSTED  
 SS1197  ___________________________________________________________________
 SS1197  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1197  DYNAMIC HT  -        1210.959 (meters)    3972.95  (feet)  COMP
 SS1197  MODELED GRAV-     980,464.5   (mgal)                       NAVD 88
 SS1197
 SS1197  VERT ORDER  -  SECOND    CLASS 0
 SS1197
 SS1197.The horizontal coordinates were scaled from a topographic map and have
 SS1197.an estimated accuracy of +/- 6 seconds.
 SS1197
 SS1197.The orthometric height was determined by differential leveling
 SS1197.and adjusted by the National Geodetic Survey in June 1991..
 SS1197
 SS1197.The geoid height was determined by GEOID03.
 SS1197
 SS1197.The dynamic height is computed by dividing the NAVD 88
 SS1197.geopotential number by the normal gravity value computed on the
 SS1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1197.degrees latitude (g = 980.6199 gals.).
 SS1197
 SS1197.The modeled gravity was interpolated from observed gravity values.
 SS1197
 SS1197;                    North         East    Units  Estimated Accuracy
 SS1197;SPC MT       -   376,460.      414,780.      MT  (+/- 180 meters Scaled)
 SS1197
 SS1197                          SUPERSEDED SURVEY CONTROL
 SS1197
 SS1197  NGVD 29 (??/??/92) 1210.103  (m)         3970.15   (f) ADJ UNCH    2 0
 SS1197
 SS1197.Superseded values are not recommended for survey control.
 SS1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1197.See file dsdata.txt to determine how the superseded data were derived.
 SS1197
 SS1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT274735(NAD 83)
 SS1197_MARKER: DB = BENCH MARK DISK
 SS1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1197_STAMPING: B 237 1961
 SS1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1197+STABILITY: SURFACE MOTION
 SS1197
 SS1197  HISTORY     - Date     Condition        Report By
 SS1197  HISTORY     - 1961     MONUMENTED       CGS
 SS1197  HISTORY     - 1982     GOOD             NGS
 SS1197
 SS1197                          STATION DESCRIPTION
 SS1197
 SS1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1197'0.9 MI E FROM FAIRFIELD.
 SS1197'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK
 SS1197'AT FAIRFIELD, AT THE INTERSECTION OF A NORTH-SOTUH ROAD, 27 FEET NORTH
 SS1197'OF THE CENTER LINE OF THE HIGHWAY, 44 FEET NORTHEAST OF THE CENTER OF
 SS1197'THE INTERSECTION, 32 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 4
 SS1197'1/2 FEET WEST OF A POWER LINE POLE, 6 FEET EAST OF A FENCE CORNER, 1.0
 SS1197'FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT
 SS1197'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SS1197'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SS1197
 SS1197                          STATION RECOVERY (1982)
 SS1197
 SS1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SS1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0972 ***********************************************************************
 SS0972  DESIGNATION -  B 238
 SS0972  PID         -  SS0972
 SS0972  STATE/COUNTY-  MT/CASCADE
 SS0972  USGS QUAD   -  CASCADE (1983)
 SS0972
 SS0972                         *CURRENT SURVEY CONTROL
 SS0972  ___________________________________________________________________
 SS0972* NAD 83(1986)-  47 22 09.     (N)    111 41 55.     (W)     SCALED    
 SS0972* NAVD 88     -      1049.766  (meters)    3444.11   (feet)  ADJUSTED  
 SS0972  ___________________________________________________________________
 SS0972  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 SS0972  DYNAMIC HT  -        1049.677 (meters)    3443.82  (feet)  COMP
 SS0972  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 SS0972
 SS0972  VERT ORDER  -  SECOND    CLASS 0
 SS0972
 SS0972.The horizontal coordinates were scaled from a topographic map and have
 SS0972.an estimated accuracy of +/- 6 seconds.
 SS0972
 SS0972.The orthometric height was determined by differential leveling
 SS0972.and adjusted by the National Geodetic Survey in June 1991..
 SS0972
 SS0972.The geoid height was determined by GEOID03.
 SS0972
 SS0972.The dynamic height is computed by dividing the NAVD 88
 SS0972.geopotential number by the normal gravity value computed on the
 SS0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0972.degrees latitude (g = 980.6199 gals.).
 SS0972
 SS0972.The modeled gravity was interpolated from observed gravity values.
 SS0972
 SS0972;                    North         East    Units  Estimated Accuracy
 SS0972;SPC MT       -   348,920.      434,060.      MT  (+/- 180 meters Scaled)
 SS0972
 SS0972                          SUPERSEDED SURVEY CONTROL
 SS0972
 SS0972  NGVD 29 (??/??/92) 1048.843  (m)         3441.08   (f) ADJ UNCH    2 0
 SS0972
 SS0972.Superseded values are not recommended for survey control.
 SS0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0972.See file dsdata.txt to determine how the superseded data were derived.
 SS0972
 SS0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT472464(NAD 83)
 SS0972_MARKER: DB = BENCH MARK DISK
 SS0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0972_STAMPING: B 238 1961
 SS0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0972+STABILITY: SURFACE MOTION
 SS0972
 SS0972  HISTORY     - Date     Condition        Report By
 SS0972  HISTORY     - 1961     MONUMENTED       CGS
 SS0972  HISTORY     - 1978     MARK NOT FOUND   USGS
 SS0972
 SS0972                          STATION DESCRIPTION
 SS0972
 SS0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0972'12.05 MI S FROM SUN RIVER.
 SS0972'12.05 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0972'AT SUN RIVER, 0.2 MILE SOUTH OF A CURVE, 35 FEET EAST OF THE CENTER
 SS0972'LINE OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS POST, IN A FENCE LINE,
 SS0972'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0972'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SS0972
 SS0972                          STATION RECOVERY (1978)
 SS0972
 SS0972'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SS0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1008 ***********************************************************************
 SS1008  DESIGNATION -  B 239
 SS1008  PID         -  SS1008
 SS1008  STATE/COUNTY-  MT/CASCADE
 SS1008  USGS QUAD   -  SIMMS (1983)
 SS1008
 SS1008                         *CURRENT SURVEY CONTROL
 SS1008  ___________________________________________________________________
 SS1008* NAD 83(1986)-  47 26 29.     (N)    111 54 46.     (W)     SCALED    
 SS1008* NAVD 88     -      1113.426  (meters)    3652.97   (feet)  ADJUSTED  
 SS1008  ___________________________________________________________________
 SS1008  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 SS1008  DYNAMIC HT  -        1113.323 (meters)    3652.63  (feet)  COMP
 SS1008  MODELED GRAV-     980,481.7   (mgal)                       NAVD 88
 SS1008
 SS1008  VERT ORDER  -  SECOND    CLASS 0
 SS1008
 SS1008.The horizontal coordinates were scaled from a topographic map and have
 SS1008.an estimated accuracy of +/- 6 seconds.
 SS1008
 SS1008.The orthometric height was determined by differential leveling
 SS1008.and adjusted by the National Geodetic Survey in June 1991..
 SS1008
 SS1008.The geoid height was determined by GEOID03.
 SS1008
 SS1008.The dynamic height is computed by dividing the NAVD 88
 SS1008.geopotential number by the normal gravity value computed on the
 SS1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1008.degrees latitude (g = 980.6199 gals.).
 SS1008
 SS1008.The modeled gravity was interpolated from observed gravity values.
 SS1008
 SS1008;                    North         East    Units  Estimated Accuracy
 SS1008;SPC MT       -   357,420.      418,150.      MT  (+/- 180 meters Scaled)
 SS1008
 SS1008                          SUPERSEDED SURVEY CONTROL
 SS1008
 SS1008  NGVD 29 (??/??/92) 1112.480  (m)         3649.86   (f) ADJ UNCH    2 0
 SS1008
 SS1008.Superseded values are not recommended for survey control.
 SS1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1008.See file dsdata.txt to determine how the superseded data were derived.
 SS1008
 SS1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT311546(NAD 83)
 SS1008_MARKER: DB = BENCH MARK DISK
 SS1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1008_STAMPING: B 239 1961
 SS1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1008+STABILITY: SURFACE MOTION
 SS1008
 SS1008  HISTORY     - Date     Condition        Report By
 SS1008  HISTORY     - 1961     MONUMENTED       CGS
 SS1008
 SS1008                          STATION DESCRIPTION
 SS1008
 SS1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1008'6.75 MI SE FROM SIMMS.
 SS1008'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1008'HIGHWAY 21 AT SIMMS, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE
 SS1008'2.5 MILES SOUTHEAST ALONG A GRAVEL ROAD, NEAR A POWER LINE CROSSING,
 SS1008'AT A FENCE CORNER, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2
 SS1008'FEET NORTH OF THE FENCE CORNER, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 SS1008'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS1008'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0254 ***********************************************************************
 TK0254  DESIGNATION -  B 24
 TK0254  PID         -  TK0254
 TK0254  STATE/COUNTY-  MT/HILL
 TK0254  USGS QUAD   -  HAVRE SE (1976)
 TK0254
 TK0254                         *CURRENT SURVEY CONTROL
 TK0254  ___________________________________________________________________
 TK0254* NAD 83(1986)-  48 33 45.     (N)    109 30 14.     (W)     SCALED    
 TK0254* NAVD 88     -       751.029  (meters)    2464.00   (feet)  POSTED    
 TK0254  ___________________________________________________________________
 TK0254  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TK0254  DYNAMIC HT  -         751.110 (meters)    2464.27  (feet)  COMP
 TK0254  MODELED GRAV-     980,692.8   (mgal)                       NAVD 88
 TK0254
 TK0254  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TK0254
 TK0254.The horizontal coordinates were scaled from a topographic map and have
 TK0254.an estimated accuracy of +/- 6 seconds.
 TK0254
 TK0254.The orthometric height was determined by differential leveling
 TK0254.and adjusted by the National Geodetic Survey in 1992..
 TK0254.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TK0254.rate of 1.1 thru 2.0 mm/km.
 TK0254
 TK0254.The geoid height was determined by GEOID03.
 TK0254
 TK0254.The dynamic height is computed by dividing the NAVD 88
 TK0254.geopotential number by the normal gravity value computed on the
 TK0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0254.degrees latitude (g = 980.6199 gals.).
 TK0254
 TK0254.The modeled gravity was interpolated from observed gravity values.
 TK0254
 TK0254;                    North         East    Units  Estimated Accuracy
 TK0254;SPC MT       -   479,220.      599,710.      MT  (+/- 180 meters Scaled)
 TK0254
 TK0254                          SUPERSEDED SURVEY CONTROL
 TK0254
 TK0254  NGVD 29 (??/??/92)  750.285  (m)         2461.56   (f) ADJ UNCH    1 2
 TK0254
 TK0254.Superseded values are not recommended for survey control.
 TK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0254.See file dsdata.txt to determine how the superseded data were derived.
 TK0254
 TK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU103799(NAD 83)
 TK0254_MARKER: DB = BENCH MARK DISK
 TK0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0254_STAMPING: 2461.560
 TK0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0254+STABILITY: SURFACE MOTION
 TK0254
 TK0254  HISTORY     - Date     Condition        Report By
 TK0254  HISTORY     - UNK      MONUMENTED       CGS
 TK0254  HISTORY     - 1934     GOOD             NGS
 TK0254  HISTORY     - 1964     MARK NOT FOUND   NGS
 TK0254
 TK0254                          STATION DESCRIPTION
 TK0254
 TK0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TK0254'1.5 MI E FROM TOLEDO.
 TK0254'1.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM TOLEDO, HILL
 TK0254'COUNTY, 0.1 MILE EAST OF MILEPOST 422, NEAR A ROAD CROSSING, OPPOSITE
 TK0254'A TWO-STORY HOUSE, 60 YARDS WEST OF AUTOMATIC SIGNAL POST 421.8 AND 75
 TK0254'FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED 2461.560 AND SET IN
 TK0254'THE TOP OF A CONCRETE POST.
 TK0254
 TK0254                          STATION RECOVERY (1964)
 TK0254
 TK0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TK0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0716 ***********************************************************************
 SS0716  DESIGNATION -  B 240
 SS0716  PID         -  SS0716
 SS0716  STATE/COUNTY-  MT/CASCADE
 SS0716  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0716
 SS0716                         *CURRENT SURVEY CONTROL
 SS0716  ___________________________________________________________________
 SS0716* NAD 83(1986)-  47 28 11.     (N)    111 20 27.     (W)     SCALED    
 SS0716* NAVD 88     -      1037.032  (meters)    3402.33   (feet)  ADJUSTED  
 SS0716  ___________________________________________________________________
 SS0716  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 SS0716  DYNAMIC HT  -        1036.950 (meters)    3402.06  (feet)  COMP
 SS0716  MODELED GRAV-     980,498.1   (mgal)                       NAVD 88
 SS0716
 SS0716  VERT ORDER  -  FIRST     CLASS II
 SS0716
 SS0716.The horizontal coordinates were scaled from a topographic map and have
 SS0716.an estimated accuracy of +/- 6 seconds.
 SS0716
 SS0716.The orthometric height was determined by differential leveling
 SS0716.and adjusted by the National Geodetic Survey in June 1991..
 SS0716
 SS0716.The geoid height was determined by GEOID03.
 SS0716
 SS0716.The dynamic height is computed by dividing the NAVD 88
 SS0716.geopotential number by the normal gravity value computed on the
 SS0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0716.degrees latitude (g = 980.6199 gals.).
 SS0716
 SS0716.The modeled gravity was interpolated from observed gravity values.
 SS0716
 SS0716;                    North         East    Units  Estimated Accuracy
 SS0716;SPC MT       -   359,400.      461,320.      MT  (+/- 180 meters Scaled)
 SS0716
 SS0716                          SUPERSEDED SURVEY CONTROL
 SS0716
 SS0716  NGVD 29 (??/??/92) 1036.113  (m)         3399.31   (f) ADJ UNCH    1 2
 SS0716
 SS0716.Superseded values are not recommended for survey control.
 SS0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0716.See file dsdata.txt to determine how the superseded data were derived.
 SS0716
 SS0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT743574(NAD 83)
 SS0716_MARKER: DB = BENCH MARK DISK
 SS0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0716_STAMPING: B 240 1961
 SS0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0716+STABILITY: SURFACE MOTION
 SS0716
 SS0716  HISTORY     - Date     Condition        Report By
 SS0716  HISTORY     - 1961     MONUMENTED       CGS
 SS0716
 SS0716                          STATION DESCRIPTION
 SS0716
 SS0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0716'3.15 MI SW FROM GREAT FALLS.
 SS0716'3.15 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0716'AT GREAT FALLS, AT MILEPOST 119, 61 FEET WEST OF THE WEST RAIL, 48
 SS0716'FEET WEST OF THE MILEPOST, 35 FEET EAST OF A FENCE, 8 FEET NORTH OF A
 SS0716'TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 SS0716'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 SS0716'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1077 ***********************************************************************
 SS1077  DESIGNATION -  B 241
 SS1077  PID         -  SS1077
 SS1077  STATE/COUNTY-  MT/TETON
 SS1077  USGS QUAD   -  POWER (1983)
 SS1077
 SS1077                         *CURRENT SURVEY CONTROL
 SS1077  ___________________________________________________________________
 SS1077* NAD 83(1986)-  47 42 18.     (N)    111 41 31.     (W)     SCALED    
 SS1077* NAVD 88     -      1114.523  (meters)    3656.56   (feet)  ADJUSTED  
 SS1077  ___________________________________________________________________
 SS1077  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1077  DYNAMIC HT  -        1114.449 (meters)    3656.32  (feet)  COMP
 SS1077  MODELED GRAV-     980,506.9   (mgal)                       NAVD 88
 SS1077
 SS1077  VERT ORDER  -  FIRST     CLASS II
 SS1077
 SS1077.The horizontal coordinates were scaled from a topographic map and have
 SS1077.an estimated accuracy of +/- 6 seconds.
 SS1077
 SS1077.The orthometric height was determined by differential leveling
 SS1077.and adjusted by the National Geodetic Survey in June 1991..
 SS1077.WARNING-Repeat measurements at this control monument indicate possible
 SS1077.vertical movement.
 SS1077
 SS1077.The geoid height was determined by GEOID03.
 SS1077
 SS1077.The dynamic height is computed by dividing the NAVD 88
 SS1077.geopotential number by the normal gravity value computed on the
 SS1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1077.degrees latitude (g = 980.6199 gals.).
 SS1077
 SS1077.The modeled gravity was interpolated from observed gravity values.
 SS1077
 SS1077;                    North         East    Units  Estimated Accuracy
 SS1077;SPC MT       -   386,210.      435,600.      MT  (+/- 180 meters Scaled)
 SS1077
 SS1077                          SUPERSEDED SURVEY CONTROL
 SS1077
 SS1077  NGVD 29 (??/??/92) 1113.553  (m)         3653.38   (f) ADJ UNCH    1 2
 SS1077
 SS1077.Superseded values are not recommended for survey control.
 SS1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1077.See file dsdata.txt to determine how the superseded data were derived.
 SS1077
 SS1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT480837(NAD 83)
 SS1077_MARKER: DB = BENCH MARK DISK
 SS1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1077_SP_SET: CULVERT
 SS1077_STAMPING: B 241 1961
 SS1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1077
 SS1077  HISTORY     - Date     Condition        Report By
 SS1077  HISTORY     - 1961     MONUMENTED       CGS
 SS1077  HISTORY     - 1979     GOOD             NGS
 SS1077
 SS1077                          STATION DESCRIPTION
 SS1077
 SS1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1077'0.75 MI SW FROM POWER.
 SS1077'0.75 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1077'AT POWER, 7 1/2 RAILS SOUTHWEST OF MILEPOST 26, IN THE TOP OF THE
 SS1077'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A LARGE CONCRETE
 SS1077'BOX CULVERT, 16.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 0.6 FOOT
 SS1077'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, AND ABOUT 6 FEET
 SS1077'LOWER THAN THE TRACK.
 SS1077
 SS1077                          STATION RECOVERY (1979)
 SS1077
 SS1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0956 ***********************************************************************
 SS0956  DESIGNATION -  B 242
 SS0956  PID         -  SS0956
 SS0956  STATE/COUNTY-  MT/CASCADE
 SS0956  USGS QUAD   -  ULM (1994)
 SS0956
 SS0956                         *CURRENT SURVEY CONTROL
 SS0956  ___________________________________________________________________
 SS0956* NAD 83(1986)-  47 29 42.     (N)    111 34 52.     (W)     SCALED    
 SS0956* NAVD 88     -      1135.908  (meters)    3726.72   (feet)  ADJUSTED  
 SS0956  ___________________________________________________________________
 SS0956  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 SS0956  DYNAMIC HT  -        1135.815 (meters)    3726.42  (feet)  COMP
 SS0956  MODELED GRAV-     980,491.9   (mgal)                       NAVD 88
 SS0956
 SS0956  VERT ORDER  -  SECOND    CLASS 0
 SS0956
 SS0956.The horizontal coordinates were scaled from a topographic map and have
 SS0956.an estimated accuracy of +/- 6 seconds.
 SS0956
 SS0956.The orthometric height was determined by differential leveling
 SS0956.and adjusted by the National Geodetic Survey in June 1991..
 SS0956
 SS0956.The geoid height was determined by GEOID03.
 SS0956
 SS0956.The dynamic height is computed by dividing the NAVD 88
 SS0956.geopotential number by the normal gravity value computed on the
 SS0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0956.degrees latitude (g = 980.6199 gals.).
 SS0956
 SS0956.The modeled gravity was interpolated from observed gravity values.
 SS0956
 SS0956;                    North         East    Units  Estimated Accuracy
 SS0956;SPC MT       -   362,660.      443,300.      MT  (+/- 180 meters Scaled)
 SS0956
 SS0956                          SUPERSEDED SURVEY CONTROL
 SS0956
 SS0956  NGVD 29 (??/??/92) 1134.979  (m)         3723.68   (f) ADJ UNCH    2 0
 SS0956
 SS0956.Superseded values are not recommended for survey control.
 SS0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0956.See file dsdata.txt to determine how the superseded data were derived.
 SS0956
 SS0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT562603(NAD 83)
 SS0956_MARKER: DB = BENCH MARK DISK
 SS0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0956_STAMPING: B 242 1961
 SS0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0956+STABILITY: SURFACE MOTION
 SS0956
 SS0956  HISTORY     - Date     Condition        Report By
 SS0956  HISTORY     - 1961     MONUMENTED       CGS
 SS0956
 SS0956                          STATION DESCRIPTION
 SS0956
 SS0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0956'9.3 MI SE FROM SUN RIVER.
 SS0956'2.75 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0956'AT SUN RIVER, THENCE 6.55 MILES EAST ALONG A GRAVEL ROAD, AT A FENCE
 SS0956'CORNER, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF
 SS0956'THE FENCE CORNER, 13 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 SS0956'LEADING NORTH, 2.0 FEET EAST OF THE EAST GATE POST, 2.0 FEET SOUTH OF
 SS0956'A FENCE, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SS0956'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS0956'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0807 ***********************************************************************
 SS0807  DESIGNATION -  B 243
 SS0807  PID         -  SS0807
 SS0807  STATE/COUNTY-  MT/CASCADE
 SS0807  USGS QUAD   -  STOCKETT (1965)
 SS0807
 SS0807                         *CURRENT SURVEY CONTROL
 SS0807  ___________________________________________________________________
 SS0807* NAD 83(1986)-  47 17 53.     (N)    111 09 57.     (W)     SCALED    
 SS0807* NAVD 88     -      1288.999  (meters)    4228.99   (feet)  ADJUSTED  
 SS0807  ___________________________________________________________________
 SS0807  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 SS0807  DYNAMIC HT  -        1288.848 (meters)    4228.50  (feet)  COMP
 SS0807  MODELED GRAV-     980,449.9   (mgal)                       NAVD 88
 SS0807
 SS0807  VERT ORDER  -  SECOND    CLASS 0
 SS0807
 SS0807.The horizontal coordinates were scaled from a topographic map and have
 SS0807.an estimated accuracy of +/- 6 seconds.
 SS0807
 SS0807.The orthometric height was determined by differential leveling
 SS0807.and adjusted by the National Geodetic Survey in June 1991..
 SS0807
 SS0807.The geoid height was determined by GEOID03.
 SS0807
 SS0807.The dynamic height is computed by dividing the NAVD 88
 SS0807.geopotential number by the normal gravity value computed on the
 SS0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0807.degrees latitude (g = 980.6199 gals.).
 SS0807
 SS0807.The modeled gravity was interpolated from observed gravity values.
 SS0807
 SS0807;                    North         East    Units  Estimated Accuracy
 SS0807;SPC MT       -   340,030.      474,090.      MT  (+/- 180 meters Scaled)
 SS0807
 SS0807                          SUPERSEDED SURVEY CONTROL
 SS0807
 SS0807  NGVD 29 (??/??/92) 1288.051  (m)         4225.88   (f) ADJ UNCH    2 0
 SS0807
 SS0807.Superseded values are not recommended for survey control.
 SS0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0807.See file dsdata.txt to determine how the superseded data were derived.
 SS0807
 SS0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT874383(NAD 83)
 SS0807_MARKER: DB = BENCH MARK DISK
 SS0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0807_STAMPING: B 243 1961
 SS0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0807+STABILITY: SURFACE MOTION
 SS0807
 SS0807  HISTORY     - Date     Condition        Report By
 SS0807  HISTORY     - 1961     MONUMENTED       CGS
 SS0807
 SS0807                          STATION DESCRIPTION
 SS0807
 SS0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0807'7.75 MI NE FROM EDEN.
 SS0807'2.5 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE COMMUNITY CHURCH AT
 SS0807'EDEN, THENCE 3.95 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 1.3
 SS0807'MILES SOUTH ALONG A COUNTY ROAD, ON THE OUTSIDE OF A SHARP CURVE, 120
 SS0807'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTH OF THE
 SS0807'CENTER LINE OF A TRACK ROAD, 74 FEET SOUTHEAST OF TELEPHONE POLE F 11,
 SS0807'28 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 1.0 FOOT
 SS0807'WEST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER
 SS0807'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS0807'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0925 ***********************************************************************
 SS0925  DESIGNATION -  B 244
 SS0925  PID         -  SS0925
 SS0925  STATE/COUNTY-  MT/CASCADE
 SS0925  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0925
 SS0925                         *CURRENT SURVEY CONTROL
 SS0925  ___________________________________________________________________
 SS0925* NAD 83(1986)-  47 09 39.     (N)    111 35 02.     (W)     SCALED    
 SS0925* NAVD 88     -      1208.007  (meters)    3963.27   (feet)  ADJUSTED  
 SS0925  ___________________________________________________________________
 SS0925  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 SS0925  DYNAMIC HT  -        1207.838 (meters)    3962.72  (feet)  COMP
 SS0925  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 SS0925
 SS0925  VERT ORDER  -  SECOND    CLASS 0
 SS0925
 SS0925.The horizontal coordinates were scaled from a topographic map and have
 SS0925.an estimated accuracy of +/- 6 seconds.
 SS0925
 SS0925.The orthometric height was determined by differential leveling
 SS0925.and adjusted by the National Geodetic Survey in June 1991..
 SS0925
 SS0925.The geoid height was determined by GEOID03.
 SS0925
 SS0925.The dynamic height is computed by dividing the NAVD 88
 SS0925.geopotential number by the normal gravity value computed on the
 SS0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0925.degrees latitude (g = 980.6199 gals.).
 SS0925
 SS0925.The modeled gravity was interpolated from observed gravity values.
 SS0925
 SS0925;                    North         East    Units  Estimated Accuracy
 SS0925;SPC MT       -   325,550.      442,100.      MT  (+/- 180 meters Scaled)
 SS0925
 SS0925                          SUPERSEDED SURVEY CONTROL
 SS0925
 SS0925  NGVD 29 (??/??/92) 1207.044  (m)         3960.11   (f) ADJ UNCH    2 0
 SS0925
 SS0925.Superseded values are not recommended for survey control.
 SS0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0925.See file dsdata.txt to determine how the superseded data were derived.
 SS0925
 SS0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT557232(NAD 83)
 SS0925_MARKER: DB = BENCH MARK DISK
 SS0925_SETTING: 80 = SET IN A BOULDER
 SS0925_SP_SET: BOULDER
 SS0925_STAMPING: B 244 1961
 SS0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0925+STABILITY: SURFACE MOTION
 SS0925
 SS0925  HISTORY     - Date     Condition        Report By
 SS0925  HISTORY     - 1961     MONUMENTED       CGS
 SS0925
 SS0925                          STATION DESCRIPTION
 SS0925
 SS0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0925'12.55 MI SE FROM CASCADE.
 SS0925'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0925'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0925'ROAD, THENCE 6.25 MILES SOUTH ALONG A COUNTY ROAD, 295 FEET
 SS0925'NORTH-NORTHEAST OF A T FENCE JUNCTION, IN THE TOP OF A 1 BY 1 1/2 FOOT
 SS0925'BOULDER, 71 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 60 1/2
 SS0925'FEET NORTHEAST OF A TELEPHONE POLE, 28 FEET EAST-SOUTHEAST OF A FENCE,
 SS0925'28 1/2 FEET EAST-SOUTHEAST OF A WITNESS POST, AND ABOUT 4 FEET LOWER
 SS0925'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0629 ***********************************************************************
 SS0629  DESIGNATION -  B 245
 SS0629  PID         -  SS0629
 SS0629  STATE/COUNTY-  MT/CHOUTEAU
 SS0629  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS0629
 SS0629                         *CURRENT SURVEY CONTROL
 SS0629  ___________________________________________________________________
 SS0629* NAD 83(1986)-  47 47 06.     (N)    111 10 34.     (W)     SCALED    
 SS0629* NAVD 88     -      1033.265  (meters)    3389.97   (feet)  ADJUSTED  
 SS0629  ___________________________________________________________________
 SS0629  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 SS0629  DYNAMIC HT  -        1033.247 (meters)    3389.91  (feet)  COMP
 SS0629  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 SS0629
 SS0629  VERT ORDER  -  SECOND    CLASS 0
 SS0629
 SS0629.The horizontal coordinates were scaled from a topographic map and have
 SS0629.an estimated accuracy of +/- 6 seconds.
 SS0629
 SS0629.The orthometric height was determined by differential leveling
 SS0629.and adjusted by the National Geodetic Survey in June 1991..
 SS0629
 SS0629.The geoid height was determined by GEOID03.
 SS0629
 SS0629.The dynamic height is computed by dividing the NAVD 88
 SS0629.geopotential number by the normal gravity value computed on the
 SS0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0629.degrees latitude (g = 980.6199 gals.).
 SS0629
 SS0629.The modeled gravity was interpolated from observed gravity values.
 SS0629
 SS0629;                    North         East    Units  Estimated Accuracy
 SS0629;SPC MT       -   394,150.      474,480.      MT  (+/- 180 meters Scaled)
 SS0629
 SS0629                          SUPERSEDED SURVEY CONTROL
 SS0629
 SS0629  NGVD 29 (??/??/92) 1032.370  (m)         3387.03   (f) ADJ UNCH    2 0
 SS0629
 SS0629.Superseded values are not recommended for survey control.
 SS0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0629.See file dsdata.txt to determine how the superseded data were derived.
 SS0629
 SS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT868924(NAD 83)
 SS0629_MARKER: DB = BENCH MARK DISK
 SS0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0629_STAMPING: B 245 1961
 SS0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0629+STABILITY: SURFACE MOTION
 SS0629
 SS0629  HISTORY     - Date     Condition        Report By
 SS0629  HISTORY     - 1961     MONUMENTED       CGS
 SS0629
 SS0629                          STATION DESCRIPTION
 SS0629
 SS0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0629'10.65 MI W FROM CARTER.
 SS0629'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0629'CARTER, THENCE 10.15 MILES WEST ALONG A COUNTY ROAD, 72 FEET NORTHEAST
 SS0629'OF THE CENTER OF THE T JUNCTION OF A ROAD LEADING NORTH, 69 FEET NORTH
 SS0629'OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF THE CENTER LINE OF THE
 SS0629'ROAD NORTH, 3 FEET NORTH OF TELEPHONE POLE H 153 WITH GUY WIRE, 1.5
 SS0629'FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET
 SS0629'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1149 ***********************************************************************
 SS1149  DESIGNATION -  B 246
 SS1149  PID         -  SS1149
 SS1149  STATE/COUNTY-  MT/TETON
 SS1149  USGS QUAD   -  DUTTON SE (1987)
 SS1149
 SS1149                         *CURRENT SURVEY CONTROL
 SS1149  ___________________________________________________________________
 SS1149* NAD 83(1986)-  47 50 34.     (N)    111 34 49.     (W)     SCALED    
 SS1149* NAVD 88     -      1096.582  (meters)    3597.70   (feet)  ADJUSTED  
 SS1149  ___________________________________________________________________
 SS1149  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS1149  DYNAMIC HT  -        1096.545 (meters)    3597.58  (feet)  COMP
 SS1149  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 SS1149
 SS1149  VERT ORDER  -  SECOND    CLASS 0
 SS1149
 SS1149.The horizontal coordinates were scaled from a topographic map and have
 SS1149.an estimated accuracy of +/- 6 seconds.
 SS1149
 SS1149.The orthometric height was determined by differential leveling
 SS1149.and adjusted by the National Geodetic Survey in June 1991..
 SS1149
 SS1149.The geoid height was determined by GEOID03.
 SS1149
 SS1149.The dynamic height is computed by dividing the NAVD 88
 SS1149.geopotential number by the normal gravity value computed on the
 SS1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1149.degrees latitude (g = 980.6199 gals.).
 SS1149
 SS1149.The modeled gravity was interpolated from observed gravity values.
 SS1149
 SS1149;                    North         East    Units  Estimated Accuracy
 SS1149;SPC MT       -   401,290.      444,380.      MT  (+/- 180 meters Scaled)
 SS1149
 SS1149                          SUPERSEDED SURVEY CONTROL
 SS1149
 SS1149  NGVD 29 (??/??/92) 1095.660  (m)         3594.68   (f) ADJ UNCH    2 0
 SS1149
 SS1149.Superseded values are not recommended for survey control.
 SS1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1149.See file dsdata.txt to determine how the superseded data were derived.
 SS1149
 SS1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT565989(NAD 83)
 SS1149_MARKER: DB = BENCH MARK DISK
 SS1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1149_STAMPING: B 246 1961
 SS1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1149+STABILITY: SURFACE MOTION
 SS1149
 SS1149  HISTORY     - Date     Condition        Report By
 SS1149  HISTORY     - 1961     MONUMENTED       CGS
 SS1149
 SS1149                          STATION DESCRIPTION
 SS1149
 SS1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1149'6.75 MI E FROM DUTTON.
 SS1149'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1149'AT DUTTON, THENCE 6.4 MILES EAST ALONG A COUNTY ROAD, 98 FEET
 SS1149'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH COUNTY
 SS1149'ROAD, 95 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28 FEET EAST OF
 SS1149'THE CENTER LINE OF THE ROAD SOUTH, 3 1/2 FEET WEST OF A POWER LINE
 SS1149'POLE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE
 SS1149'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SS1149'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0946 ***********************************************************************
 SS0946  DESIGNATION -  B 247
 SS0946  PID         -  SS0946
 SS0946  STATE/COUNTY-  MT/CASCADE
 SS0946  USGS QUAD   -  TELEGRAPH MOUNTAIN (1983)
 SS0946
 SS0946                         *CURRENT SURVEY CONTROL
 SS0946  ___________________________________________________________________
 SS0946* NAD 83(1986)-  47 19 09.     (N)    111 52 43.     (W)     SCALED    
 SS0946* NAVD 88     -      1228.271  (meters)    4029.75   (feet)  ADJUSTED  
 SS0946  ___________________________________________________________________
 SS0946  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 SS0946  DYNAMIC HT  -        1228.118 (meters)    4029.25  (feet)  COMP
 SS0946  MODELED GRAV-     980,445.1   (mgal)                       NAVD 88
 SS0946
 SS0946  VERT ORDER  -  SECOND    CLASS 0
 SS0946
 SS0946.The horizontal coordinates were scaled from a topographic map and have
 SS0946.an estimated accuracy of +/- 6 seconds.
 SS0946
 SS0946.The orthometric height was determined by differential leveling
 SS0946.and adjusted by the National Geodetic Survey in June 1991..
 SS0946
 SS0946.The geoid height was determined by GEOID03.
 SS0946
 SS0946.The dynamic height is computed by dividing the NAVD 88
 SS0946.geopotential number by the normal gravity value computed on the
 SS0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0946.degrees latitude (g = 980.6199 gals.).
 SS0946
 SS0946.The modeled gravity was interpolated from observed gravity values.
 SS0946
 SS0946;                    North         East    Units  Estimated Accuracy
 SS0946;SPC MT       -   343,770.      420,310.      MT  (+/- 180 meters Scaled)
 SS0946
 SS0946                          SUPERSEDED SURVEY CONTROL
 SS0946
 SS0946  NGVD 29 (??/??/92) 1227.305  (m)         4026.58   (f) ADJ UNCH    2 0
 SS0946
 SS0946.Superseded values are not recommended for survey control.
 SS0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0946.See file dsdata.txt to determine how the superseded data were derived.
 SS0946
 SS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT336410(NAD 83)
 SS0946_MARKER: DB = BENCH MARK DISK
 SS0946_SETTING: 66 = SET IN ROCK OUTCROP
 SS0946_SP_SET: OUTCROP
 SS0946_STAMPING: B 247 1961
 SS0946_MARK LOGO: CGS   
 SS0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0946+STABILITY: POSITION/ELEVATION WELL
 SS0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS0946+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1996
 SS0946
 SS0946  HISTORY     - Date     Condition        Report By
 SS0946  HISTORY     - 1961     MONUMENTED       CGS
 SS0946  HISTORY     - 19960705 GOOD             NGS
 SS0946
 SS0946                          STATION DESCRIPTION
 SS0946
 SS0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0946'12.1 MI NW FROM CASCADE.
 SS0946'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0946'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0946'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 4.6 MILES SOUTHWEST ALONG
 SS0946'A COUNTY ROAD, 216 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 SS0946'TOP OF A 2 BY 3 FOOT OUTCROP FLUSH WITH THE GROUND, 166 FEET EAST OF
 SS0946'THE CENTER LINE OF A DRIVEWAY LEADING NORTH TO A RANCH, 21 FEET SOUTH
 SS0946'OF A FENCE, 3.1 FEET SOUTH OF A WITNESS POST, AND ABOUT 4 FEET LOWER
 SS0946'THAN THE ROAD.
 SS0946
 SS0946                          STATION RECOVERY (1996)
 SS0946
 SS0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 SS0946'6.6 MI (10.6 KM) WEST ALONG MISSION ROAD FROM THE JUNCTION WITH
 SS0946'INTERSTATE HIGHWAY 15, EXIT 256 IN CASCADE, TO A FORK AT THE JUNCTION
 SS0946'WITH SIMMS-CASCADE ROAD, KEEP LEFT FORK AND GO SOUTHWEST FOR 4.5 MI
 SS0946'(7.2 KM) ALONG MISSION ROAD TO THE MARK ON THE RIGHT, 216 FT (65.8 M)
 SS0946'NORTH OF THE CENTER OF THE ROAD, IN THE TOP OF A 2 BY 3 FOOT (0.9 M)
 SS0946'OUTCROP FLUSH WITH THE GROUND, 166.0 FT (50.6 M) EAST OF THE CENTER OF
 SS0946'A DIM RANCH ROAD, 21.0 FT (6.4 M) SOUTH OF A FENCE, 3.1 FT (0.9 M)
 SS0946'SOUTH OF A WITNESS POST, AND ABOUT 4 FEET (1.2 M) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0298 ***********************************************************************
 ST0298  DESIGNATION -  B 248
 ST0298  PID         -  ST0298
 ST0298  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0298  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0298
 ST0298                         *CURRENT SURVEY CONTROL
 ST0298  ___________________________________________________________________
 ST0298* NAD 83(1986)-  47 29 38.     (N)    112 08 56.     (W)     SCALED    
 ST0298* NAVD 88     -      1173.602  (meters)    3850.39   (feet)  ADJUSTED  
 ST0298  ___________________________________________________________________
 ST0298  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0298  DYNAMIC HT  -        1173.472 (meters)    3849.97  (feet)  COMP
 ST0298  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 ST0298
 ST0298  VERT ORDER  -  SECOND    CLASS 0
 ST0298
 ST0298.The horizontal coordinates were scaled from a topographic map and have
 ST0298.an estimated accuracy of +/- 6 seconds.
 ST0298
 ST0298.The orthometric height was determined by differential leveling
 ST0298.and adjusted by the National Geodetic Survey in June 1991..
 ST0298
 ST0298.The geoid height was determined by GEOID03.
 ST0298
 ST0298.The dynamic height is computed by dividing the NAVD 88
 ST0298.geopotential number by the normal gravity value computed on the
 ST0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0298.degrees latitude (g = 980.6199 gals.).
 ST0298
 ST0298.The modeled gravity was interpolated from observed gravity values.
 ST0298
 ST0298;                    North         East    Units  Estimated Accuracy
 ST0298;SPC MT       -   363,830.      400,550.      MT  (+/- 180 meters Scaled)
 ST0298
 ST0298                          SUPERSEDED SURVEY CONTROL
 ST0298
 ST0298  NGVD 29 (??/??/92) 1172.627  (m)         3847.19   (f) ADJ UNCH    2 0
 ST0298
 ST0298.Superseded values are not recommended for survey control.
 ST0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0298.See file dsdata.txt to determine how the superseded data were derived.
 ST0298
 ST0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT134606(NAD 83)
 ST0298_MARKER: DB = BENCH MARK DISK
 ST0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0298_STAMPING: B 248 1961
 ST0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0298+STABILITY: SURFACE MOTION
 ST0298
 ST0298  HISTORY     - Date     Condition        Report By
 ST0298  HISTORY     - 1961     MONUMENTED       CGS
 ST0298
 ST0298                          STATION DESCRIPTION
 ST0298
 ST0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0298'10.9 MI W FROM SIMMS.
 ST0298'10.5 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0298'HIGHWAY 20 AT SIMMS, THENCE 0.4 MILE SOUTH ALONG A COUNTY ROAD, 0.1
 ST0298'MILE SOUTH OF A CATTLE GUARD, 25 FEET WEST OF THE CENTER LINE OF THE
 ST0298'ROAD, 36.5 FEET NORTH-NORTHWEST OF THE WEST END OF AN 18-INCH
 ST0298'CORRUGATED METAL PIPE CULVERT, 2.0 FEET EAST OF A FENCE, 2.0 FEET
 ST0298'SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 ST0298'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1176 ***********************************************************************
 SS1176  DESIGNATION -  B 249
 SS1176  PID         -  SS1176
 SS1176  STATE/COUNTY-  MT/CASCADE
 SS1176  USGS QUAD   -  VAUGHN (1994)
 SS1176
 SS1176                         *CURRENT SURVEY CONTROL
 SS1176  ___________________________________________________________________
 SS1176* NAD 83(1986)-  47 35 34.     (N)    111 32 27.     (W)     SCALED    
 SS1176* NAVD 88     -      1055.446  (meters)    3462.74   (feet)  ADJUSTED  
 SS1176  ___________________________________________________________________
 SS1176  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS1176  DYNAMIC HT  -        1055.391 (meters)    3462.56  (feet)  COMP
 SS1176  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 SS1176
 SS1176  VERT ORDER  -  FIRST     CLASS II
 SS1176
 SS1176.The horizontal coordinates were scaled from a topographic map and have
 SS1176.an estimated accuracy of +/- 6 seconds.
 SS1176
 SS1176.The orthometric height was determined by differential leveling
 SS1176.and adjusted by the National Geodetic Survey in June 1991..
 SS1176.WARNING-Repeat measurements at this control monument indicate possible
 SS1176.vertical movement.
 SS1176
 SS1176.The geoid height was determined by GEOID03.
 SS1176
 SS1176.The dynamic height is computed by dividing the NAVD 88
 SS1176.geopotential number by the normal gravity value computed on the
 SS1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1176.degrees latitude (g = 980.6199 gals.).
 SS1176
 SS1176.The modeled gravity was interpolated from observed gravity values.
 SS1176
 SS1176;                    North         East    Units  Estimated Accuracy
 SS1176;SPC MT       -   373,440.      446,610.      MT  (+/- 180 meters Scaled)
 SS1176
 SS1176                          SUPERSEDED SURVEY CONTROL
 SS1176
 SS1176  NGVD 29 (??/??/92) 1054.530  (m)         3459.74   (f) ADJ UNCH    1 2
 SS1176
 SS1176.Superseded values are not recommended for survey control.
 SS1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1176.See file dsdata.txt to determine how the superseded data were derived.
 SS1176
 SS1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT593711(NAD 83)
 SS1176_MARKER: DB = BENCH MARK DISK
 SS1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1176_STAMPING: B 249 1961
 SS1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1176+STABILITY: SURFACE MOTION
 SS1176
 SS1176  HISTORY     - Date     Condition        Report By
 SS1176  HISTORY     - 1961     MONUMENTED       CGS
 SS1176  HISTORY     - 1979     GOOD             NGS
 SS1176
 SS1176                          STATION DESCRIPTION
 SS1176
 SS1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1176'2.7 MI N FROM VAUGHN.
 SS1176'1.55 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 SS1176'HIGHWAY 89 AT VAUGHN, THENCE 1.15 MILES NORTH ALONG A COUNTY ROAD, ON
 SS1176'THE OUTSIDE OF A CURVE, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SS1176'2.5 FEET SOUTH OF A FENCE, 2.5 FEET SOUTHEAST OF A FENCE CORNER, 2.0
 SS1176'FEET WEST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE ROAD, AND
 SS1176'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS1176'GROUND.
 SS1176
 SS1176                          STATION RECOVERY (1979)
 SS1176
 SS1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0060 ***********************************************************************
 TH0060  DESIGNATION -  B 250
 TH0060  PID         -  TH0060
 TH0060  STATE/COUNTY-  MT/ROOSEVELT
 TH0060  USGS QUAD   -  BAINVILLE (1983)
 TH0060
 TH0060                         *CURRENT SURVEY CONTROL
 TH0060  ___________________________________________________________________
 TH0060* NAD 83(1986)-  48 08 35.     (N)    104 08 41.     (W)     SCALED    
 TH0060* NAVD 88     -       621.630  (meters)    2039.46   (feet)  ADJUSTED  
 TH0060  ___________________________________________________________________
 TH0060  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TH0060  DYNAMIC HT  -         621.702 (meters)    2039.70  (feet)  COMP
 TH0060  MODELED GRAV-     980,708.1   (mgal)                       NAVD 88
 TH0060
 TH0060  VERT ORDER  -  SECOND    CLASS 0
 TH0060
 TH0060.The horizontal coordinates were scaled from a topographic map and have
 TH0060.an estimated accuracy of +/- 6 seconds.
 TH0060
 TH0060.The orthometric height was determined by differential leveling
 TH0060.and adjusted by the National Geodetic Survey in June 1991..
 TH0060
 TH0060.The geoid height was determined by GEOID03.
 TH0060
 TH0060.The dynamic height is computed by dividing the NAVD 88
 TH0060.geopotential number by the normal gravity value computed on the
 TH0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0060.degrees latitude (g = 980.6199 gals.).
 TH0060
 TH0060.The modeled gravity was interpolated from observed gravity values.
 TH0060
 TH0060;                    North         East    Units  Estimated Accuracy
 TH0060;SPC MT       -   446,210.      998,060.      MT  (+/- 180 meters Scaled)
 TH0060
 TH0060                          SUPERSEDED SURVEY CONTROL
 TH0060
 TH0060  NGVD 29 (??/??/92)  621.095  (m)         2037.71   (f) ADJ UNCH    2 0
 TH0060
 TH0060.Superseded values are not recommended for survey control.
 TH0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0060.See file dsdata.txt to determine how the superseded data were derived.
 TH0060
 TH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP636325(NAD 83)
 TH0060_MARKER: DB = BENCH MARK DISK
 TH0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0060_STAMPING: B-250 1935
 TH0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0060+STABILITY: SURFACE MOTION
 TH0060
 TH0060  HISTORY     - Date     Condition        Report By
 TH0060  HISTORY     - 1935     MONUMENTED       CGS
 TH0060  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0060  HISTORY     - 1981     MARK NOT FOUND   NGS
 TH0060
 TH0060                          STATION DESCRIPTION
 TH0060
 TH0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0060'3.6 MI E FROM BAINVILLE.
 TH0060'3.6 MILES EAST OF DEPOT.  ALONG U.S. HIGHWAY NO. 2.  4.8 MILES WEST OF
 TH0060'THE MONTANA-NORTH DAKOTA LINE.  AT JUNCTION OF T-ROAD NORTH.  SET 81
 TH0060'FEET NORTH OF CENTERLINE OF THE CROSSING., THENCE 24 FEET WEST OF
 TH0060'CENTERLINE OF ROAD.  25 FEET NORTH, THENCE 2 FEET EAST OF RIGHT-OF-WAY
 TH0060'FENCE CORNER.  2 FEET BELOW ROAD LEVEL.
 TH0060
 TH0060                          STATION RECOVERY (1977)
 TH0060
 TH0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0060'MARK NOT FOUND.
 TH0060
 TH0060                          STATION RECOVERY (1981)
 TH0060
 TH0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0060'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0055 ***********************************************************************
 TH0055  DESIGNATION -  B 251
 TH0055  PID         -  TH0055
 TH0055  STATE/COUNTY-  MT/ROOSEVELT
 TH0055  USGS QUAD   -  BULL BUTTE (1989)
 TH0055
 TH0055                         *CURRENT SURVEY CONTROL
 TH0055  ___________________________________________________________________
 TH0055* NAD 83(1986)-  48 19 02.     (N)    104 02 47.     (W)     SCALED    
 TH0055* NAVD 88     -       729.068  (meters)    2391.95   (feet)  ADJUSTED  
 TH0055  ___________________________________________________________________
 TH0055  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TH0055  DYNAMIC HT  -         729.144 (meters)    2392.20  (feet)  COMP
 TH0055  MODELED GRAV-     980,691.2   (mgal)                       NAVD 88
 TH0055
 TH0055  VERT ORDER  -  SECOND    CLASS 0
 TH0055
 TH0055.The horizontal coordinates were scaled from a topographic map and have
 TH0055.an estimated accuracy of +/- 6 seconds.
 TH0055
 TH0055.The orthometric height was determined by differential leveling
 TH0055.and adjusted by the National Geodetic Survey in June 1991..
 TH0055
 TH0055.The geoid height was determined by GEOID03.
 TH0055
 TH0055.The dynamic height is computed by dividing the NAVD 88
 TH0055.geopotential number by the normal gravity value computed on the
 TH0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0055.degrees latitude (g = 980.6199 gals.).
 TH0055
 TH0055.The modeled gravity was interpolated from observed gravity values.
 TH0055
 TH0055;                    North         East    Units  Estimated Accuracy
 TH0055;SPC MT       -   466,030.    1,004,010.      MT  (+/- 180 meters Scaled)
 TH0055
 TH0055                          SUPERSEDED SURVEY CONTROL
 TH0055
 TH0055  NGVD 29 (??/??/92)  728.526  (m)         2390.17   (f) ADJ UNCH    2 0
 TH0055
 TH0055.Superseded values are not recommended for survey control.
 TH0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0055.See file dsdata.txt to determine how the superseded data were derived.
 TH0055
 TH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP706519(NAD 83)
 TH0055_MARKER: DB = BENCH MARK DISK
 TH0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0055_STAMPING: B-251 1935
 TH0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0055+STABILITY: SURFACE MOTION
 TH0055
 TH0055  HISTORY     - Date     Condition        Report By
 TH0055  HISTORY     - 1935     MONUMENTED       CGS
 TH0055  HISTORY     - 1974     MARK NOT FOUND   USGS
 TH0055
 TH0055                          STATION DESCRIPTION
 TH0055
 TH0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0055'27.4 MI S FROM GRENORA, ND.
 TH0055'27.4 MILES S OF DEPOT ALONG THE MONTANA-NORTH DAKOTA LINE.  30 FEET
 TH0055'WEST OF BOUNDARY AT SOUTH EAST CORNER OF SEC. 28, T-30, R-59.  AT
 TH0055'FAINT TRAIL CROSSING.  SET 37 FEET NORTH, THENCE 30 FEET WEST OF
 TH0055'CENTERLINE OF THE CROSSING.  ABOUT 0.3 MILES EAST OF TWO STORY WHITE
 TH0055'FARM HOUSE.  13 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, IN LINE OF
 TH0055'POSTS OF NORTH TRAIL FENCE LINE.  AT ROAD LEVEL.
 TH0055
 TH0055                          STATION RECOVERY (1974)
 TH0055
 TH0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TH0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0225 ***********************************************************************
 SP0225  DESIGNATION -  B 252 RESET
 SP0225  PID         -  SP0225
 SP0225  STATE/COUNTY-  MT/MCCONE
 SP0225  USGS QUAD   -  NORTH FORK HORSE CREEK (1983)
 SP0225
 SP0225                         *CURRENT SURVEY CONTROL
 SP0225  ___________________________________________________________________
 SP0225* NAD 83(1986)-  47 32 36.     (N)    105 48 45.     (W)     SCALED    
 SP0225* NAVD 88     -       796.03   (meters)    2611.6    (feet)  RESET     
 SP0225  ___________________________________________________________________
 SP0225  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SP0225
 SP0225  VERT ORDER  -  THIRD
 SP0225
 SP0225.The horizontal coordinates were scaled from a topographic map and have
 SP0225.an estimated accuracy of +/- 6 seconds.
 SP0225
 SP0225.The orthometric height was computed from unverified reset data.
 SP0225
 SP0225.The geoid height was determined by GEOID03.
 SP0225
 SP0225;                    North         East    Units  Estimated Accuracy
 SP0225;SPC MT       -   372,480.      877,340.      MT  (+/- 180 meters Scaled)
 SP0225
 SP0225                          SUPERSEDED SURVEY CONTROL
 SP0225
 SP0225  NGVD 29 (??/??/??)  795.40   (m)         2609.6    (f) RESET       3  
 SP0225
 SP0225.Superseded values are not recommended for survey control.
 SP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0225.See file dsdata.txt to determine how the superseded data were derived.
 SP0225
 SP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN388658(NAD 83)
 SP0225_MARKER: DB = BENCH MARK DISK
 SP0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0225_STAMPING: B 252 1935 RESET 1959
 SP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0225+STABILITY: SURFACE MOTION
 SP0225
 SP0225  HISTORY     - Date     Condition        Report By
 SP0225  HISTORY     - 1959     MONUMENTED       MTDH
 SP0225
 SP0225                          STATION DESCRIPTION
 SP0225
 SP0225'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1959
 SP0225'6.7 MI SE FROM WELDON.
 SP0225'THE MARK IS LOCATED ABOUT 6.7 MILES SOUTHEAST ALONG THE NEW CIRCLE
 SP0225'ROAD FROM THE POST OFFICE AT WELDON, ABOUT 1.0 MILE NORTH OF THE
 SP0225'CORRECTION LINE JOG, AT THE SOUTHWEST CORNER OF SECTION 27, TOWNSHIP
 SP0225'21 N., RANGE 46 E., 70 FEET WEST OF THE CENTERLINE OF THE ROAD, ON THE
 SP0225'FENCE LINE AND ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 SP0225'OF THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0057 ***********************************************************************
 SQ0057  DESIGNATION -  B 253
 SQ0057  PID         -  SQ0057
 SQ0057  STATE/COUNTY-  MT/MCCONE
 SQ0057  USGS QUAD   -  CROW SPRINGS (1973)
 SQ0057
 SQ0057                         *CURRENT SURVEY CONTROL
 SQ0057  ___________________________________________________________________
 SQ0057* NAD 83(1986)-  47 43 11.     (N)    106 05 42.     (W)     SCALED    
 SQ0057* NAVD 88     -       738.666  (meters)    2423.44   (feet)  ADJUSTED  
 SQ0057  ___________________________________________________________________
 SQ0057  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SQ0057  DYNAMIC HT  -         738.707 (meters)    2423.57  (feet)  COMP
 SQ0057  MODELED GRAV-     980,643.9   (mgal)                       NAVD 88
 SQ0057
 SQ0057  VERT ORDER  -  SECOND    CLASS 0
 SQ0057
 SQ0057.The horizontal coordinates were scaled from a topographic map and have
 SQ0057.an estimated accuracy of +/- 6 seconds.
 SQ0057
 SQ0057.The orthometric height was determined by differential leveling
 SQ0057.and adjusted by the National Geodetic Survey in June 1991..
 SQ0057
 SQ0057.The geoid height was determined by GEOID03.
 SQ0057
 SQ0057.The dynamic height is computed by dividing the NAVD 88
 SQ0057.geopotential number by the normal gravity value computed on the
 SQ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0057.degrees latitude (g = 980.6199 gals.).
 SQ0057
 SQ0057.The modeled gravity was interpolated from observed gravity values.
 SQ0057
 SQ0057;                    North         East    Units  Estimated Accuracy
 SQ0057;SPC MT       -   391,100.      855,260.      MT  (+/- 180 meters Scaled)
 SQ0057
 SQ0057                          SUPERSEDED SURVEY CONTROL
 SQ0057
 SQ0057  NGVD 29 (??/??/92)  738.045  (m)         2421.40   (f) ADJ UNCH    2 0
 SQ0057
 SQ0057.Superseded values are not recommended for survey control.
 SQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0057.See file dsdata.txt to determine how the superseded data were derived.
 SQ0057
 SQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN178857(NAD 83)
 SQ0057_MARKER: DB = BENCH MARK DISK
 SQ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0057_STAMPING: B 253 1935
 SQ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0057+STABILITY: SURFACE MOTION
 SQ0057
 SQ0057  HISTORY     - Date     Condition        Report By
 SQ0057  HISTORY     - 1935     MONUMENTED       CGS
 SQ0057  HISTORY     - 1973     GOOD             USGS
 SQ0057
 SQ0057                          STATION DESCRIPTION
 SQ0057
 SQ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0057'14.9 MI NW FROM WELDON.
 SQ0057'14.9 MILES NORTHWEST ALONG THE HAXBY ROAD FROM THE POST OFFICE AT
 SQ0057'WELDON, MCCONE COUNTY, 150 YARDS WEST OF A DEEP DRY WASH CROSSING, AT
 SQ0057'THE JUNCTION OF A TRAIL LEADING NORTHEAST, 69 FEET EAST OF THE
 SQ0057'CENTERLINE OF THE ROAD, 6 FEET EAST OF THE CENTERLINE OF THE TRAIL,
 SQ0057'AND 1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 253
 SQ0057'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HAXBY, WELDON AND
 SQ0057'CONNECTING ROAD ABANDONED.  25.1 MI S ALONG ST HWY 24 FROM SE END OF
 SQ0057'FORT PECK RESERVOIR SPILLWAY, THENCE 2.7 MI E ALONG COUNTY ROAD TO
 SQ0057'MARK AS DESCRIBED.
 SQ0057
 SQ0057                          STATION RECOVERY (1973)
 SQ0057
 SQ0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0319 ***********************************************************************
 TJ0319  DESIGNATION -  B 254
 TJ0319  PID         -  TJ0319
 TJ0319  STATE/COUNTY-  MT/VALLEY
 TJ0319  USGS QUAD   -  SACO (1984)
 TJ0319
 TJ0319                         *CURRENT SURVEY CONTROL
 TJ0319  ___________________________________________________________________
 TJ0319* NAD 83(1986)-  48 25 10.     (N)    107 18 02.     (W)     SCALED    
 TJ0319* NAVD 88     -       663.424  (meters)    2176.58   (feet)  ADJUSTED  
 TJ0319  ___________________________________________________________________
 TJ0319  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TJ0319  DYNAMIC HT  -         663.524 (meters)    2176.91  (feet)  COMP
 TJ0319  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 TJ0319
 TJ0319  VERT ORDER  -  SECOND    CLASS 0
 TJ0319
 TJ0319.The horizontal coordinates were scaled from a topographic map and have
 TJ0319.an estimated accuracy of +/- 6 seconds.
 TJ0319
 TJ0319.The orthometric height was determined by differential leveling
 TJ0319.and adjusted by the National Geodetic Survey in June 1991..
 TJ0319
 TJ0319.The geoid height was determined by GEOID03.
 TJ0319
 TJ0319.The dynamic height is computed by dividing the NAVD 88
 TJ0319.geopotential number by the normal gravity value computed on the
 TJ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0319.degrees latitude (g = 980.6199 gals.).
 TJ0319
 TJ0319.The modeled gravity was interpolated from observed gravity values.
 TJ0319
 TJ0319;                    North         East    Units  Estimated Accuracy
 TJ0319;SPC MT       -   465,600.      762,730.      MT  (+/- 180 meters Scaled)
 TJ0319
 TJ0319                          SUPERSEDED SURVEY CONTROL
 TJ0319
 TJ0319  NGVD 29 (??/??/92)  662.745  (m)         2174.36   (f) ADJ UNCH    2 0
 TJ0319
 TJ0319.Superseded values are not recommended for survey control.
 TJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0319.See file dsdata.txt to determine how the superseded data were derived.
 TJ0319
 TJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP297654(NAD 83)
 TJ0319_MARKER: DB = BENCH MARK DISK
 TJ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0319_STAMPING: B 254 1935
 TJ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0319+STABILITY: SURFACE MOTION
 TJ0319
 TJ0319  HISTORY     - Date     Condition        Report By
 TJ0319  HISTORY     - 1935     MONUMENTED       CGS
 TJ0319  HISTORY     - 1948     GOOD             NGS
 TJ0319
 TJ0319                          STATION DESCRIPTION
 TJ0319
 TJ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0319'3.7 MI S FROM SACO.
 TJ0319'3.7 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0319'RAILWAY STATION AT SACO, 413.0 FEET SOUTHEAST OF A PHILLIPS
 TJ0319'COUNTY-VALLEY COUNTY BOUNDARY SIGN, 113.0 FEET NORTH OF AN IRRIGATION
 TJ0319'DITCH CULVERT, 30.0 FEET EAST OF AND 5.0 FEET LOWER THAN THE CENTER
 TJ0319'LINE OF THE ROAD, 13.0 FEET SOUTH OF THE CENTER LINE OF A FIELD
 TJ0319'ENTRANCE, 1.6 FEET EAST OF A FENCE, 1.1 FEET NORTH OF A REFERENCE
 TJ0319'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 TJ0319'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0343 ***********************************************************************
 TJ0343  DESIGNATION -  B 255
 TJ0343  PID         -  TJ0343
 TJ0343  STATE/COUNTY-  MT/VALLEY
 TJ0343  USGS QUAD   -  CRAIG RESERVOIR (1984)
 TJ0343
 TJ0343                         *CURRENT SURVEY CONTROL
 TJ0343  ___________________________________________________________________
 TJ0343* NAD 83(1986)-  48 06 49.     (N)    107 19 48.     (W)     SCALED    
 TJ0343* NAVD 88     -       726.386  (meters)    2383.15   (feet)  ADJUSTED  
 TJ0343  ___________________________________________________________________
 TJ0343  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 TJ0343  DYNAMIC HT  -         726.458 (meters)    2383.39  (feet)  COMP
 TJ0343  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 TJ0343
 TJ0343  VERT ORDER  -  SECOND    CLASS 0
 TJ0343
 TJ0343.The horizontal coordinates were scaled from a topographic map and have
 TJ0343.an estimated accuracy of +/- 6 seconds.
 TJ0343
 TJ0343.The orthometric height was determined by differential leveling
 TJ0343.and adjusted by the National Geodetic Survey in June 1991..
 TJ0343
 TJ0343.The geoid height was determined by GEOID03.
 TJ0343
 TJ0343.The dynamic height is computed by dividing the NAVD 88
 TJ0343.geopotential number by the normal gravity value computed on the
 TJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0343.degrees latitude (g = 980.6199 gals.).
 TJ0343
 TJ0343.The modeled gravity was interpolated from observed gravity values.
 TJ0343
 TJ0343;                    North         East    Units  Estimated Accuracy
 TJ0343;SPC MT       -   431,560.      761,490.      MT  (+/- 180 meters Scaled)
 TJ0343
 TJ0343                          SUPERSEDED SURVEY CONTROL
 TJ0343
 TJ0343  NGVD 29 (??/??/92)  725.689  (m)         2380.86   (f) ADJ UNCH    2 0
 TJ0343
 TJ0343.Superseded values are not recommended for survey control.
 TJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0343.See file dsdata.txt to determine how the superseded data were derived.
 TJ0343
 TJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP265315(NAD 83)
 TJ0343_MARKER: DB = BENCH MARK DISK
 TJ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0343_STAMPING: B 255 1935
 TJ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0343+STABILITY: SURFACE MOTION
 TJ0343
 TJ0343  HISTORY     - Date     Condition        Report By
 TJ0343  HISTORY     - 1935     MONUMENTED       CGS
 TJ0343  HISTORY     - 1948     GOOD             NGS
 TJ0343
 TJ0343                          STATION DESCRIPTION
 TJ0343
 TJ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0343'27.3 MI S FROM SACO.
 TJ0343'27.3 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0343'RAILWAY STATION AT SACO, 59.0 FEET SOUTH OF A DRY WASH CROSSING, 19.0
 TJ0343'FEET EAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD,
 TJ0343'2.3 FEET SOUTHWEST OF A FENCE CORNER, 1.3 FEET NORTH OF A REFERENCE
 TJ0343'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 TJ0343'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0411 ***********************************************************************
 SQ0411  DESIGNATION -  B 256
 SQ0411  PID         -  SQ0411
 SQ0411  STATE/COUNTY-  MT/PHILLIPS
 SQ0411  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0411
 SQ0411                         *CURRENT SURVEY CONTROL
 SQ0411  ___________________________________________________________________
 SQ0411* NAD 83(1986)-  47 56 37.     (N)    107 38 39.     (W)     SCALED    
 SQ0411* NAVD 88     -       719.483  (meters)    2360.50   (feet)  ADJUSTED  
 SQ0411  ___________________________________________________________________
 SQ0411  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 SQ0411  DYNAMIC HT  -         719.528 (meters)    2360.65  (feet)  COMP
 SQ0411  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 SQ0411
 SQ0411  VERT ORDER  -  SECOND    CLASS 0
 SQ0411
 SQ0411.The horizontal coordinates were scaled from a topographic map and have
 SQ0411.an estimated accuracy of +/- 6 seconds.
 SQ0411
 SQ0411.The orthometric height was determined by differential leveling
 SQ0411.and adjusted by the National Geodetic Survey in June 1991..
 SQ0411
 SQ0411.The geoid height was determined by GEOID03.
 SQ0411
 SQ0411.The dynamic height is computed by dividing the NAVD 88
 SQ0411.geopotential number by the normal gravity value computed on the
 SQ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0411.degrees latitude (g = 980.6199 gals.).
 SQ0411
 SQ0411.The modeled gravity was interpolated from observed gravity values.
 SQ0411
 SQ0411;                    North         East    Units  Estimated Accuracy
 SQ0411;SPC MT       -   412,070.      738,560.      MT  (+/- 180 meters Scaled)
 SQ0411
 SQ0411                          SUPERSEDED SURVEY CONTROL
 SQ0411
 SQ0411  NGVD 29 (??/??/92)  718.757  (m)         2358.12   (f) ADJ UNCH    2 0
 SQ0411
 SQ0411.Superseded values are not recommended for survey control.
 SQ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0411.See file dsdata.txt to determine how the superseded data were derived.
 SQ0411
 SQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP025134(NAD 83)
 SQ0411_MARKER: DB = BENCH MARK DISK
 SQ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0411_STAMPING: B 256 1935
 SQ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0411+STABILITY: SURFACE MOTION
 SQ0411
 SQ0411  HISTORY     - Date     Condition        Report By
 SQ0411  HISTORY     - 1935     MONUMENTED       CGS
 SQ0411  HISTORY     - 1948     GOOD             NGS
 SQ0411
 SQ0411                          STATION DESCRIPTION
 SQ0411
 SQ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0411'7.75 MI SW FROM CONTENT.
 SQ0411'7.75 MILES SOUTHWEST ALONG THE CONTENT-SUN PRAIRIE ROAD FROM THE POST
 SQ0411'OFFICE (NOW ABANDONED) AT CONTENT, AT A ROAD JUNCTION, 0.35 MILE SOUTH
 SQ0411'OF SAGE CREEK, 62.5 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD
 SQ0411'LEADING SOUTHEAST, 52.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 SQ0411'ROAD, 1.5 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 SQ0411'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0168 ***********************************************************************
 SP0168  DESIGNATION -  B 257
 SP0168  PID         -  SP0168
 SP0168  STATE/COUNTY-  MT/DAWSON
 SP0168  USGS QUAD   -  LINDSAY (1983)
 SP0168
 SP0168                         *CURRENT SURVEY CONTROL
 SP0168  ___________________________________________________________________
 SP0168* NAD 83(1986)-  47 13 18.     (N)    105 13 57.     (W)     SCALED    
 SP0168* NAVD 88     -       862.162  (meters)    2828.61   (feet)  ADJUSTED  
 SP0168  ___________________________________________________________________
 SP0168  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 SP0168  DYNAMIC HT  -         862.143 (meters)    2828.55  (feet)  COMP
 SP0168  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 SP0168
 SP0168  VERT ORDER  -  SECOND    CLASS 0
 SP0168
 SP0168.The horizontal coordinates were scaled from a topographic map and have
 SP0168.an estimated accuracy of +/- 6 seconds.
 SP0168
 SP0168.The orthometric height was determined by differential leveling
 SP0168.and adjusted by the National Geodetic Survey in June 1991..
 SP0168
 SP0168.The geoid height was determined by GEOID03.
 SP0168
 SP0168.The dynamic height is computed by dividing the NAVD 88
 SP0168.geopotential number by the normal gravity value computed on the
 SP0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0168.degrees latitude (g = 980.6199 gals.).
 SP0168
 SP0168.The modeled gravity was interpolated from observed gravity values.
 SP0168
 SP0168;                    North         East    Units  Estimated Accuracy
 SP0168;SPC MT       -   339,000.      922,870.      MT  (+/- 180 meters Scaled)
 SP0168
 SP0168                          SUPERSEDED SURVEY CONTROL
 SP0168
 SP0168  NGVD 29 (??/??/92)  861.546  (m)         2826.59   (f) ADJ UNCH    2 0
 SP0168
 SP0168.Superseded values are not recommended for survey control.
 SP0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0168.See file dsdata.txt to determine how the superseded data were derived.
 SP0168
 SP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN823298(NAD 83)
 SP0168_MARKER: DB = BENCH MARK DISK
 SP0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0168_STAMPING: B-257 1935
 SP0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0168+STABILITY: SURFACE MOTION
 SP0168
 SP0168  HISTORY     - Date     Condition        Report By
 SP0168  HISTORY     - 1935     MONUMENTED       CGS
 SP0168  HISTORY     - 1977     GOOD             USGS
 SP0168
 SP0168                          STATION DESCRIPTION
 SP0168
 SP0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0168'4.1 MI NW FROM LINDSAY.
 SP0168'ALONG ROADS 0.8 MILES NORTH WEST OF LINDSAY, THENCE 3.25 MILES WEST.
 SP0168'ON SLIGHT GRADE, ABOUT 138 FEET WEST OF SMALL RAVINE.  36 FEET SOUTH
 SP0168'OF CENTERLINE OF THE ROAD.  6 FEET INSIDE OF RIGHT-OF-WAY FENCE.  2
 SP0168'FEET ABOVE LEVEL OF THE ROAD.
 SP0168
 SP0168                          STATION RECOVERY (1977)
 SP0168
 SP0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0168'0.8 MILE NORTH WEST ALONG THE BURLINGTON NORTHERN RAILWAY FROM
 SP0168'LINDSAY, DAWSON COUNTY, THENCE 3.3 MILE WEST ALONG A COUNTY ROAD. 138
 SP0168'FT. WEST OF A SMALL RAVINE, AT A SLIGHT GRADE ABOUT 750 FT. SOUTH OF
 SP0168'THE CENTER LINE OF THE ROAD. THE BENCH MARKER IS IN THE NORTHWEST 1/4
 SP0168'OF SECTION 21, TOWNSHIP 17 NORTH, RANGE 51 EAST. A STANDARD DISK,
 SP0168'STAMPED B 257 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0353 ***********************************************************************
 RT0353  DESIGNATION -  B 258
 RT0353  PID         -  RT0353
 RT0353  STATE/COUNTY-  MT/PRAIRIE
 RT0353  USGS QUAD   -  SOUTH FORK RESERVOIR (1972)
 RT0353
 RT0353                         *CURRENT SURVEY CONTROL
 RT0353  ___________________________________________________________________
 RT0353* NAD 83(1986)-  46 53 24.     (N)    105 38 03.     (W)     SCALED    
 RT0353* NAVD 88     -       827.411  (meters)    2714.60   (feet)  ADJUSTED  
 RT0353  ___________________________________________________________________
 RT0353  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RT0353  DYNAMIC HT  -         827.375 (meters)    2714.48  (feet)  COMP
 RT0353  MODELED GRAV-     980,542.9   (mgal)                       NAVD 88
 RT0353
 RT0353  VERT ORDER  -  SECOND    CLASS 0
 RT0353
 RT0353.The horizontal coordinates were scaled from a topographic map and have
 RT0353.an estimated accuracy of +/- 6 seconds.
 RT0353
 RT0353.The orthometric height was determined by differential leveling
 RT0353.and adjusted by the National Geodetic Survey in June 1991..
 RT0353
 RT0353.The geoid height was determined by GEOID03.
 RT0353
 RT0353.The dynamic height is computed by dividing the NAVD 88
 RT0353.geopotential number by the normal gravity value computed on the
 RT0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0353.degrees latitude (g = 980.6199 gals.).
 RT0353
 RT0353.The modeled gravity was interpolated from observed gravity values.
 RT0353
 RT0353;                    North         East    Units  Estimated Accuracy
 RT0353;SPC MT       -   300,620.      894,330.      MT  (+/- 180 meters Scaled)
 RT0353
 RT0353                          SUPERSEDED SURVEY CONTROL
 RT0353
 RT0353  NGVD 29 (??/??/92)  826.800  (m)         2712.59   (f) ADJ UNCH    2 0
 RT0353
 RT0353.Superseded values are not recommended for survey control.
 RT0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0353.See file dsdata.txt to determine how the superseded data were derived.
 RT0353
 RT0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM516931(NAD 83)
 RT0353_MARKER: DB = BENCH MARK DISK
 RT0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0353_STAMPING: B 258 1935
 RT0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0353+STABILITY: SURFACE MOTION
 RT0353
 RT0353  HISTORY     - Date     Condition        Report By
 RT0353  HISTORY     - 1935     MONUMENTED       CGS
 RT0353  HISTORY     - 1972     GOOD             USGS
 RT0353
 RT0353                          STATION DESCRIPTION
 RT0353
 RT0353'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0353'21.4 MI NW FROM TERRY.
 RT0353'TO REACH FROM TERRY, MONTANA.  PROCEED N. FROM INTERSECTION OF STATE
 RT0353'ROUTE 253 AND BURLINGTON NORTHERN RR A DISTANCE OF 10.30 MI ON HWY 253
 RT0353'TO A T-RD W. (CHERRY CREEK ROAD).  THENCE 8.6 MILES W ON CHERRY CREEK
 RT0353'RD. TO S T-RD N.  THENCE WEST ON CHERRY ROAD 1.75 MILES TO A DRAIN
 RT0353'X-ING.  BM IS 518 FT WEST OF DRAIN X-ING AND 33 FT N OF CENTERLINE OF
 RT0353'PRESENT ROAD.  BM IS S OF ROW FENCE ABOUT 3 FT.  BM IS 9 FT WEST OF A
 RT0353'SMALL CULVERT IN ROAD.  A STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0042 ***********************************************************************
 RT0042  DESIGNATION -  B 259
 RT0042  PID         -  RT0042
 RT0042  STATE/COUNTY-  MT/WIBAUX
 RT0042  USGS QUAD   -  CAP ROCK (1981)
 RT0042
 RT0042                         *CURRENT SURVEY CONTROL
 RT0042  ___________________________________________________________________
 RT0042* NAD 83(1986)-  46 38 30.     (N)    104 17 29.     (W)     SCALED    
 RT0042* NAVD 88     -       953.331  (meters)    3127.72   (feet)  ADJUSTED  
 RT0042  ___________________________________________________________________
 RT0042  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 RT0042  DYNAMIC HT  -         953.276 (meters)    3127.54  (feet)  COMP
 RT0042  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 RT0042
 RT0042  VERT ORDER  -  SECOND    CLASS 0
 RT0042
 RT0042.The horizontal coordinates were scaled from a topographic map and have
 RT0042.an estimated accuracy of +/- 6 seconds.
 RT0042
 RT0042.The orthometric height was determined by differential leveling
 RT0042.and adjusted by the National Geodetic Survey in June 1991..
 RT0042
 RT0042.The geoid height was determined by GEOID03.
 RT0042
 RT0042.The dynamic height is computed by dividing the NAVD 88
 RT0042.geopotential number by the normal gravity value computed on the
 RT0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0042.degrees latitude (g = 980.6199 gals.).
 RT0042
 RT0042.The modeled gravity was interpolated from observed gravity values.
 RT0042
 RT0042;                    North         East    Units  Estimated Accuracy
 RT0042;SPC MT       -   279,010.      998,260.      MT  (+/- 180 meters Scaled)
 RT0042
 RT0042                          SUPERSEDED SURVEY CONTROL
 RT0042
 RT0042  NGVD 29 (??/??/92)  952.711  (m)         3125.69   (f) ADJ UNCH    2 0
 RT0042
 RT0042.Superseded values are not recommended for survey control.
 RT0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0042.See file dsdata.txt to determine how the superseded data were derived.
 RT0042
 RT0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM542655(NAD 83)
 RT0042_MARKER: DB = BENCH MARK DISK
 RT0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0042_STAMPING: B 259 1935
 RT0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0042+STABILITY: SURFACE MOTION
 RT0042
 RT0042  HISTORY     - Date     Condition        Report By
 RT0042  HISTORY     - 1935     MONUMENTED       CGS
 RT0042  HISTORY     - 1976     GOOD             USGS
 RT0042
 RT0042                          STATION DESCRIPTION
 RT0042
 RT0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0042'15.4 MI W FROM CARLYLE.
 RT0042'7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE, WIBAUX COUNTY, 2
 RT0042'MILES NORTH, 3 MILES WEST, AND 3 MILES SOUTH ALONG ROADS.  AT THE
 RT0042'JUNCTION OF AN EAST-AND-WEST ROAD, 54 FEET NORTH OF THE CENTERLINE OF
 RT0042'THE ROAD, 33 FEET EAST OF THE CENTERLINE OF THE T-ROAD, 2 FEET WEST OF
 RT0042'THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 RT0042'DISK, STAMPED B 259 1935 AND SET IN THE TOP OF A CONCRETE POST.
 RT0042
 RT0042                          STATION RECOVERY (1976)
 RT0042
 RT0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0042'19.3 MI N OF BAKER ALONG STATE HWY 7 TO COUNTY RD LEFT AT
 RT0042'FALLON-WIBAUX COUNTY LINE, THENCE 3.0 MI W ALONG COUNTY LINE RD TO RD
 RT0042'RIGHT, 48 FT N AND 30 FT E OF T-RD. A STD DISK, STAMPED B 259 1934,
 RT0042'SET IN CONC POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0219 ***********************************************************************
 TL0219  DESIGNATION -  B 26
 TL0219  PID         -  TL0219
 TL0219  STATE/COUNTY-  MT/LIBERTY
 TL0219  USGS QUAD   -  CHESTER (1963)
 TL0219
 TL0219                         *CURRENT SURVEY CONTROL
 TL0219  ___________________________________________________________________
 TL0219* NAD 83(1986)-  48 30 48.     (N)    110 57 52.     (W)     SCALED    
 TL0219* NAVD 88     -       957.177  (meters)    3140.34   (feet)  ADJUSTED  
 TL0219  ___________________________________________________________________
 TL0219  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TL0219  DYNAMIC HT  -         957.260 (meters)    3140.61  (feet)  COMP
 TL0219  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 TL0219
 TL0219  VERT ORDER  -  FIRST     CLASS II
 TL0219
 TL0219.The horizontal coordinates were scaled from a topographic map and have
 TL0219.an estimated accuracy of +/- 6 seconds.
 TL0219
 TL0219.The orthometric height was determined by differential leveling
 TL0219.and adjusted by the National Geodetic Survey in June 1991..
 TL0219.WARNING-Repeat measurements at this control monument indicate possible
 TL0219.vertical movement.
 TL0219
 TL0219.The geoid height was determined by GEOID03.
 TL0219
 TL0219.The dynamic height is computed by dividing the NAVD 88
 TL0219.geopotential number by the normal gravity value computed on the
 TL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0219.degrees latitude (g = 980.6199 gals.).
 TL0219
 TL0219.The modeled gravity was interpolated from observed gravity values.
 TL0219
 TL0219;                    North         East    Units  Estimated Accuracy
 TL0219;SPC MT       -   474,770.      491,840.      MT  (+/- 180 meters Scaled)
 TL0219
 TL0219                          SUPERSEDED SURVEY CONTROL
 TL0219
 TL0219  NGVD 29 (??/??/92)  956.305  (m)         3137.48   (f) ADJ UNCH    1 2
 TL0219
 TL0219.Superseded values are not recommended for survey control.
 TL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0219.See file dsdata.txt to determine how the superseded data were derived.
 TL0219
 TL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU026733(NAD 83)
 TL0219_MARKER: DB = BENCH MARK DISK
 TL0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TL0219_SP_SET: BUILDING
 TL0219_STAMPING: 3137.477 B 26
 TL0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0219
 TL0219  HISTORY     - Date     Condition        Report By
 TL0219  HISTORY     - UNK      MONUMENTED       CGS
 TL0219  HISTORY     - 1934     GOOD             NGS
 TL0219  HISTORY     - 1979     GOOD             NGS
 TL0219
 TL0219                          STATION DESCRIPTION
 TL0219
 TL0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0219'IN CHESTER.
 TL0219'AT CHESTER, LIBERTY COUNTY, 2 BLOCKS WEST OF THE GREAT NORTHERN
 TL0219'RAILWAY STATION, AT THE SOUTHWEST CORNER OF A STREET INTERSECTION, AT
 TL0219'THE FIRST STATE BANK, AND IN THE BRICK WALL AT THE NORTHEAST CORNER OF
 TL0219'THE BUILDING.  A STANDARD DISK, STAMPED 3137.477 B 26 AND SET
 TL0219'VERTICALLY.
 TL0219
 TL0219                          STATION RECOVERY (1979)
 TL0219
 TL0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0219'IN CHESTER, SET VERTICALLY IN THE NORTHEAST CORNER OF A TWO STORY
 TL0219'BRICK BUILDING OCCUPIED BY THE WESTLAND MUTUAL INSURANCE COMPANY,
 TL0219'AT THE JUNCTION OF EAST FIRST STREET AND WASHINGTON AVENUE, 39.5
 TL0219'FEET WEST OF THE CENTER OF FIRST STREET, 33.3 FEET SOUTH OF THE CENTER
 TL0219'OF THE HIGHWAY AND 4 FEET ABOVE THE SIDEWALK.
 TL0219'THE MARK IS 4 FT ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0037 ***********************************************************************
 RU0037  DESIGNATION -  B 260
 RU0037  PID         -  RU0037
 RU0037  STATE/COUNTY-  MT/ROSEBUD
 RU0037  USGS QUAD   -  ALKALI CREEK (1969)
 RU0037
 RU0037                         *CURRENT SURVEY CONTROL
 RU0037  ___________________________________________________________________
 RU0037* NAD 83(1986)-  46 43 48.     (N)    106 17 19.     (W)     SCALED    
 RU0037* NAVD 88     -       877.041  (meters)    2877.43   (feet)  ADJUSTED  
 RU0037  ___________________________________________________________________
 RU0037  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 RU0037  DYNAMIC HT  -         876.983 (meters)    2877.24  (feet)  COMP
 RU0037  MODELED GRAV-     980,517.9   (mgal)                       NAVD 88
 RU0037
 RU0037  VERT ORDER  -  SECOND    CLASS 0
 RU0037
 RU0037.The horizontal coordinates were scaled from a topographic map and have
 RU0037.an estimated accuracy of +/- 6 seconds.
 RU0037
 RU0037.The orthometric height was determined by differential leveling
 RU0037.and adjusted by the National Geodetic Survey in June 1991..
 RU0037
 RU0037.The geoid height was determined by GEOID03.
 RU0037
 RU0037.The dynamic height is computed by dividing the NAVD 88
 RU0037.geopotential number by the normal gravity value computed on the
 RU0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0037.degrees latitude (g = 980.6199 gals.).
 RU0037
 RU0037.The modeled gravity was interpolated from observed gravity values.
 RU0037
 RU0037;                    North         East    Units  Estimated Accuracy
 RU0037;SPC MT       -   280,610.      845,260.      MT  (+/- 180 meters Scaled)
 RU0037
 RU0037                          SUPERSEDED SURVEY CONTROL
 RU0037
 RU0037  NGVD 29 (??/??/92)  876.384  (m)         2875.27   (f) ADJ UNCH    2 0
 RU0037
 RU0037.Superseded values are not recommended for survey control.
 RU0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0037.See file dsdata.txt to determine how the superseded data were derived.
 RU0037
 RU0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM015759(NAD 83)
 RU0037_MARKER: DB = BENCH MARK DISK
 RU0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0037_STAMPING: B 260 1935
 RU0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0037+STABILITY: SURFACE MOTION
 RU0037
 RU0037  HISTORY     - Date     Condition        Report By
 RU0037  HISTORY     - 1935     MONUMENTED       CGS
 RU0037  HISTORY     - 1937     GOOD             NGS
 RU0037
 RU0037                          STATION DESCRIPTION
 RU0037
 RU0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0037'4.2 MI W FROM ANGELA.
 RU0037'4.2 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT ANGELA,
 RU0037'ROSEBUD COUNTY, AT THE JUNCTION OF A TRAIL LEADING NORTH, 60 FEET WEST
 RU0037'OF THE CENTERLINE OF THE TRAIL, 42 FEET NORTH OF THE CENTERLINE OF THE
 RU0037'ROAD, 12 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT HIGHER
 RU0037'THAN THE ROAD.  A STANDARD DISK STAMPED B 260 1935 AND SET IN THE TOP
 RU0037'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0439 ***********************************************************************
 SQ0439  DESIGNATION -  B 261
 SQ0439  PID         -  SQ0439
 SQ0439  STATE/COUNTY-  MT/GARFIELD
 SQ0439  USGS QUAD   -  DICE DAM (1965)
 SQ0439
 SQ0439                         *CURRENT SURVEY CONTROL
 SQ0439  ___________________________________________________________________
 SQ0439* NAD 83(1986)-  47 00 17.     (N)    106 45 45.     (W)     SCALED    
 SQ0439* NAVD 88     -       905.852  (meters)    2971.95   (feet)  ADJUSTED  
 SQ0439  ___________________________________________________________________
 SQ0439  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 SQ0439  DYNAMIC HT  -         905.819 (meters)    2971.84  (feet)  COMP
 SQ0439  MODELED GRAV-     980,544.7   (mgal)                       NAVD 88
 SQ0439
 SQ0439  VERT ORDER  -  SECOND    CLASS 0
 SQ0439
 SQ0439.The horizontal coordinates were scaled from a topographic map and have
 SQ0439.an estimated accuracy of +/- 6 seconds.
 SQ0439
 SQ0439.The orthometric height was determined by differential leveling
 SQ0439.and adjusted by the National Geodetic Survey in June 1991..
 SQ0439
 SQ0439.The geoid height was determined by GEOID03.
 SQ0439
 SQ0439.The dynamic height is computed by dividing the NAVD 88
 SQ0439.geopotential number by the normal gravity value computed on the
 SQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0439.degrees latitude (g = 980.6199 gals.).
 SQ0439
 SQ0439.The modeled gravity was interpolated from observed gravity values.
 SQ0439
 SQ0439;                    North         East    Units  Estimated Accuracy
 SQ0439;SPC MT       -   309,740.      808,020.      MT  (+/- 180 meters Scaled)
 SQ0439
 SQ0439                          SUPERSEDED SURVEY CONTROL
 SQ0439
 SQ0439  NGVD 29 (??/??/92)  905.19   (m)         2969.8    (f) COMPUTED    2 0
 SQ0439
 SQ0439.Superseded values are not recommended for survey control.
 SQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0439.See file dsdata.txt to determine how the superseded data were derived.
 SQ0439
 SQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN660071(NAD 83)
 SQ0439_MARKER: DB = BENCH MARK DISK
 SQ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0439_STAMPING: B-261 1935
 SQ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0439+STABILITY: SURFACE MOTION
 SQ0439
 SQ0439  HISTORY     - Date     Condition        Report By
 SQ0439  HISTORY     - 1935     MONUMENTED       CGS
 SQ0439  HISTORY     - 1965     GOOD             USGS
 SQ0439
 SQ0439                          STATION DESCRIPTION
 SQ0439
 SQ0439'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0439'10.6 MI SW FROM COHAGEN.
 SQ0439'10.2 MI. SW. OF COHAGEN, GARFIELD CO. ALONG COUNTY ROAD TO A N-S FENCE
 SQ0439'LINE AND CATTLEGUARD, THENCE 0.6 MI. N. ALONG OLD ROAD AND FENCE TO A
 SQ0439'T-FENCE W. 195 FT. NW. OF FENCE COR. 72 FT. W. OF N-S FENCE AND 33 FT.
 SQ0439'NE. CENTERLINE OF OLD RD. STANDARD DISK STAMPED B-261 1935, SET IN
 SQ0439'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0230 ***********************************************************************
 RU0230  DESIGNATION -  B 262
 RU0230  PID         -  RU0230
 RU0230  STATE/COUNTY-  MT/GARFIELD
 RU0230  USGS QUAD   -  ACORN FLATS (1965)
 RU0230
 RU0230                         *CURRENT SURVEY CONTROL
 RU0230  ___________________________________________________________________
 RU0230* NAD 83(1986)-  46 49 27.     (N)    107 02 36.     (W)     SCALED    
 RU0230* NAVD 88     -      1021.661  (meters)    3351.90   (feet)  ADJUSTED  
 RU0230  ___________________________________________________________________
 RU0230  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 RU0230  DYNAMIC HT  -        1021.576 (meters)    3351.62  (feet)  COMP
 RU0230  MODELED GRAV-     980,495.3   (mgal)                       NAVD 88
 RU0230
 RU0230  VERT ORDER  -  SECOND    CLASS 0
 RU0230
 RU0230.The horizontal coordinates were scaled from a topographic map and have
 RU0230.an estimated accuracy of +/- 6 seconds.
 RU0230
 RU0230.The orthometric height was determined by differential leveling
 RU0230.and adjusted by the National Geodetic Survey in June 1991..
 RU0230
 RU0230.The geoid height was determined by GEOID03.
 RU0230
 RU0230.The dynamic height is computed by dividing the NAVD 88
 RU0230.geopotential number by the normal gravity value computed on the
 RU0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0230.degrees latitude (g = 980.6199 gals.).
 RU0230
 RU0230.The modeled gravity was interpolated from observed gravity values.
 RU0230
 RU0230;                    North         East    Units  Estimated Accuracy
 RU0230;SPC MT       -   288,980.      787,310.      MT  (+/- 180 meters Scaled)
 RU0230
 RU0230                          SUPERSEDED SURVEY CONTROL
 RU0230
 RU0230  NGVD 29 (??/??/92) 1020.961  (m)         3349.60   (f) ADJ UNCH    2 0
 RU0230
 RU0230.Superseded values are not recommended for survey control.
 RU0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0230.See file dsdata.txt to determine how the superseded data were derived.
 RU0230
 RU0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM441876(NAD 83)
 RU0230_MARKER: DB = BENCH MARK DISK
 RU0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0230_STAMPING: B 262 1935
 RU0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0230+STABILITY: SURFACE MOTION
 RU0230
 RU0230  HISTORY     - Date     Condition        Report By
 RU0230  HISTORY     - 1935     MONUMENTED       CGS
 RU0230  HISTORY     - 1937     GOOD             NGS
 RU0230
 RU0230                          STATION DESCRIPTION
 RU0230
 RU0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0230'29.3 MI NE FROM INGOMAR.
 RU0230'IN GARFIELD COUNTY, 29.3 MILES NORTHEAST ALONG A COUNTY ROAD FROM
 RU0230'INGOMAR, ROSEBUD COUNTY, 0.5 MILE WEST ALONG AN OLD FARM ROAD.  0.7
 RU0230'MILE SOUTHWEST OF A WHITE SCHOOLHOUSE, 60 FEET WEST OF A PRIVATE
 RU0230'CEMETERY, AND 39 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 RU0230'DISK, STAMPED B 262 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0254 ***********************************************************************
 RU0254  DESIGNATION -  B 263
 RU0254  PID         -  RU0254
 RU0254  STATE/COUNTY-  MT/ROSEBUD
 RU0254  USGS QUAD   -  INGOMAR EAST (1960)
 RU0254
 RU0254                         *CURRENT SURVEY CONTROL
 RU0254  ___________________________________________________________________
 RU0254* NAD 83(1986)-  46 36 51.     (N)    107 18 41.     (W)     SCALED    
 RU0254* NAVD 88     -       882.037  (meters)    2893.82   (feet)  ADJUSTED  
 RU0254  ___________________________________________________________________
 RU0254  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 RU0254  DYNAMIC HT  -         881.973 (meters)    2893.61  (feet)  COMP
 RU0254  MODELED GRAV-     980,511.7   (mgal)                       NAVD 88
 RU0254
 RU0254  VERT ORDER  -  SECOND    CLASS 0
 RU0254
 RU0254.The horizontal coordinates were scaled from a topographic map and have
 RU0254.an estimated accuracy of +/- 6 seconds.
 RU0254
 RU0254.The orthometric height was determined by differential leveling
 RU0254.and adjusted by the National Geodetic Survey in June 1991..
 RU0254
 RU0254.The geoid height was determined by GEOID03.
 RU0254
 RU0254.The dynamic height is computed by dividing the NAVD 88
 RU0254.geopotential number by the normal gravity value computed on the
 RU0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0254.degrees latitude (g = 980.6199 gals.).
 RU0254
 RU0254.The modeled gravity was interpolated from observed gravity values.
 RU0254
 RU0254;                    North         East    Units  Estimated Accuracy
 RU0254;SPC MT       -   265,050.      767,530.      MT  (+/- 180 meters Scaled)
 RU0254
 RU0254                          SUPERSEDED SURVEY CONTROL
 RU0254
 RU0254  NGVD 29 (??/??/92)  881.372  (m)         2891.63   (f) ADJ UNCH    2 0
 RU0254
 RU0254.Superseded values are not recommended for survey control.
 RU0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0254.See file dsdata.txt to determine how the superseded data were derived.
 RU0254
 RU0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM230648(NAD 83)
 RU0254_MARKER: DB = BENCH MARK DISK
 RU0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0254_STAMPING: B 263 1935
 RU0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0254+STABILITY: SURFACE MOTION
 RU0254
 RU0254  HISTORY     - Date     Condition        Report By
 RU0254  HISTORY     - 1935     MONUMENTED       CGS
 RU0254
 RU0254                          STATION DESCRIPTION
 RU0254
 RU0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RU0254'5.1 MI NE FROM INGOMAR.
 RU0254'5.1 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0254'700 FEET NORTHEAST OF A LARGE COULEE, 400 FEET NORTHEAST OF A GROUP OF
 RU0254'COTTONWOOD TREES, 300 FEET EAST OF LOW ROLLING HILLS, 42 FEET
 RU0254'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A
 RU0254'STANDARD DISK, STAMPED B 263 1935 AND SET IN THE TOP OF A CONCRETE
 RU0254'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0159 ***********************************************************************
 TH0159  DESIGNATION -  B 269
 TH0159  PID         -  TH0159
 TH0159  STATE/COUNTY-  MT/SHERIDAN
 TH0159  USGS QUAD   -  RAYMOND (1983)
 TH0159
 TH0159                         *CURRENT SURVEY CONTROL
 TH0159  ___________________________________________________________________
 TH0159* NAD 83(1986)-  48 55 31.     (N)    104 34 28.     (W)     SCALED    
 TH0159* NAVD 88     -       730.971  (meters)    2398.19   (feet)  ADJUSTED  
 TH0159  ___________________________________________________________________
 TH0159  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TH0159  DYNAMIC HT  -         731.097 (meters)    2398.61  (feet)  COMP
 TH0159  MODELED GRAV-     980,757.8   (mgal)                       NAVD 88
 TH0159
 TH0159  VERT ORDER  -  SECOND    CLASS 0
 TH0159
 TH0159.The horizontal coordinates were scaled from a topographic map and have
 TH0159.an estimated accuracy of +/- 6 seconds.
 TH0159
 TH0159.The orthometric height was determined by differential leveling
 TH0159.and adjusted by the National Geodetic Survey in June 1991..
 TH0159
 TH0159.The geoid height was determined by GEOID03.
 TH0159
 TH0159.The dynamic height is computed by dividing the NAVD 88
 TH0159.geopotential number by the normal gravity value computed on the
 TH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0159.degrees latitude (g = 980.6199 gals.).
 TH0159
 TH0159.The modeled gravity was interpolated from observed gravity values.
 TH0159
 TH0159;                    North         East    Units  Estimated Accuracy
 TH0159;SPC MT       -   530,900.      960,700.      MT  (+/- 180 meters Scaled)
 TH0159
 TH0159                          SUPERSEDED SURVEY CONTROL
 TH0159
 TH0159  NGVD 29 (??/??/92)  730.421  (m)         2396.39   (f) ADJ UNCH    2 0
 TH0159
 TH0159.Superseded values are not recommended for survey control.
 TH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0159.See file dsdata.txt to determine how the superseded data were derived.
 TH0159
 TH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ311192(NAD 83)
 TH0159_MARKER: DB = BENCH MARK DISK
 TH0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0159_STAMPING: B 269 1935
 TH0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0159+STABILITY: SURFACE MOTION
 TH0159
 TH0159  HISTORY     - Date     Condition        Report By
 TH0159  HISTORY     - 1935     MONUMENTED       CGS
 TH0159  HISTORY     - 1953     MARK NOT FOUND   NGS
 TH0159  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0159
 TH0159                          STATION DESCRIPTION
 TH0159
 TH0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TH0159'3.3 MI N FROM RAYMOND.
 TH0159'3.3 MILES NORTH ALONG THE REGWAY ROAD FROM THE MINNEAPOLIS, ST. PAUL
 TH0159'AND SAULT STE. MARIE RAILROAD STATION AT RAYMOND, SHERIDAN COUNTY, AT
 TH0159'A ROAD INTERSECTION, 61 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD,
 TH0159'35 FEET NORTH OF THE CENTERLINE OF THE CROSS ROAD, 30 FEET WEST OF A
 TH0159'FENCE CORNER, 2 FEET SOUTH OF THE FENCE, AND 2-1/2 FEET LOWER THAN THE
 TH0159'ROAD.  A STANDARD DISK, STAMPED B 269 1935 AND SET IN THE TOP OF A
 TH0159'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TH0159'RAILWAY IS NOW THE SOO LINE RAILROAD.
 TH0159
 TH0159                          STATION RECOVERY (1977)
 TH0159
 TH0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0140 ***********************************************************************
 TK0140  DESIGNATION -  B 273
 TK0140  PID         -  TK0140
 TK0140  STATE/COUNTY-  MT/BLAINE
 TK0140  USGS QUAD   -  HARLEM (1964)
 TK0140
 TK0140                         *CURRENT SURVEY CONTROL
 TK0140  ___________________________________________________________________
 TK0140* NAD 83(1986)-  48 30 50.     (N)    108 45 35.     (W)     SCALED    
 TK0140* NAVD 88     -       715.722  (meters)    2348.16   (feet)  ADJUSTED  
 TK0140  ___________________________________________________________________
 TK0140  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 TK0140  DYNAMIC HT  -         715.812 (meters)    2348.46  (feet)  COMP
 TK0140  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 TK0140
 TK0140  VERT ORDER  -  SECOND    CLASS 0
 TK0140
 TK0140.The horizontal coordinates were scaled from a topographic map and have
 TK0140.an estimated accuracy of +/- 6 seconds.
 TK0140
 TK0140.The orthometric height was determined by differential leveling
 TK0140.and adjusted by the National Geodetic Survey in June 1991..
 TK0140
 TK0140.The geoid height was determined by GEOID03.
 TK0140
 TK0140.The dynamic height is computed by dividing the NAVD 88
 TK0140.geopotential number by the normal gravity value computed on the
 TK0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0140.degrees latitude (g = 980.6199 gals.).
 TK0140
 TK0140.The modeled gravity was interpolated from observed gravity values.
 TK0140
 TK0140;                    North         East    Units  Estimated Accuracy
 TK0140;SPC MT       -   474,080.      654,680.      MT  (+/- 180 meters Scaled)
 TK0140
 TK0140                          SUPERSEDED SURVEY CONTROL
 TK0140
 TK0140  NGVD 29 (??/??/92)  714.943  (m)         2345.61   (f) ADJ UNCH    2 0
 TK0140
 TK0140.Superseded values are not recommended for survey control.
 TK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0140.See file dsdata.txt to determine how the superseded data were derived.
 TK0140
 TK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU654758(NAD 83)
 TK0140_MARKER: DB = BENCH MARK DISK
 TK0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0140_SP_SET: CULVERT
 TK0140_STAMPING: B 273 1935
 TK0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0140
 TK0140  HISTORY     - Date     Condition        Report By
 TK0140  HISTORY     - 1935     MONUMENTED       CGS
 TK0140  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0140
 TK0140                          STATION DESCRIPTION
 TK0140
 TK0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0140'2.2 MI SE FROM HARLEM.
 TK0140'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TK0140'RAILWAY STATION AT HARLEM, BLAINE COUNTY, AT THE JUNCTION OF A PRIVATE
 TK0140'T-ROAD LEADING WEST, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT
 TK0140'A CONCRETE CULVERT, AND IN THE CENTERLINE OF THE TOP OF THE NORTH
 TK0140'HEADWALL.  A STANDARD DISK, STAMPED B 273 1935.
 TK0140
 TK0140                          STATION RECOVERY (1979)
 TK0140
 TK0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0140'NOTE=THE CONCRETE CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0687 ***********************************************************************
 TK0687  DESIGNATION -  B 274 RESET
 TK0687  PID         -  TK0687
 TK0687  STATE/COUNTY-  MT/BLAINE
 TK0687  USGS QUAD   -  COBURG (1964)
 TK0687
 TK0687                         *CURRENT SURVEY CONTROL
 TK0687  ___________________________________________________________________
 TK0687* NAD 83(1986)-  48 24 36.     (N)    108 29 35.     (W)     SCALED    
 TK0687* NAVD 88     -       705.49   (meters)    2314.6    (feet)  RESET     
 TK0687  ___________________________________________________________________
 TK0687  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0687
 TK0687  VERT ORDER  -  THIRD
 TK0687
 TK0687.The horizontal coordinates were scaled from a topographic map and have
 TK0687.an estimated accuracy of +/- 6 seconds.
 TK0687
 TK0687.The orthometric height was computed from unverified reset data.
 TK0687.No vertical observational check was made to the station.
 TK0687
 TK0687.The geoid height was determined by GEOID03.
 TK0687
 TK0687;                    North         East    Units  Estimated Accuracy
 TK0687;SPC MT       -   462,750.      674,520.      MT  (+/- 180 meters Scaled)
 TK0687
 TK0687                          SUPERSEDED SURVEY CONTROL
 TK0687
 TK0687  NGVD 29 (03/30/06)  704.74   (m)         2312.1    (f) RESET       3  
 TK0687
 TK0687.Superseded values are not recommended for survey control.
 TK0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0687.See file dsdata.txt to determine how the superseded data were derived.
 TK0687
 TK0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU855649(NAD 83)
 TK0687_MARKER: I = METAL ROD
 TK0687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0687_SP_SET: STAINLESS STEEL ROD
 TK0687_STAMPING: B 274 RESET 1991
 TK0687_MARK LOGO: NGS   
 TK0687_PROJECTION: FLUSH
 TK0687_MAGNETIC: I = MARKER IS A STEEL ROD
 TK0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0687+SATELLITE: SATELLITE OBSERVATIONS - 1991
 TK0687_ROD/PIPE-DEPTH: 2.0  meters
 TK0687
 TK0687  HISTORY     - Date     Condition        Report By
 TK0687  HISTORY     - 1991     MONUMENTED       NGS
 TK0687
 TK0687                          STATION DESCRIPTION
 TK0687
 TK0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TK0687'THE STATION IS LOCATED ABOUT 13 MI (20.92 KM) EAST ALONG U.S.
 TK0687'HIGHWAY 2 FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 66
 TK0687'IN FT BELNAP.  IT IS AT THE NORTH RIGHT OF WAY OF THE NEW HIGHWAY AND
 TK0687'AT THE EDGE OF A FIELD.  TO REACH THE STATION FROM THE JUNCTION OF
 TK0687'U.S. HIGHWAY 2 AND STATE HIGHWAY 66, IN FT BELNAP, GO EASTERLY ON
 TK0687'U.S. HIGHWAY 2 FOR 13.2 MI (21.24 KM) TO THE STATION ON THE LEFT
 TK0687'JUST EAST OF A BRIDGE OVER A DITCH, 9.0 M (29.53 FT) NORTHEAST OF A
 TK0687'CANAL DIKE, 9.1 M (29.86 FT) WEST OF THE CENTER OF A TRACK ROAD, 2.4
 TK0687'M (7.87 FT) NORTH OF A POWER POLE AND 0.33 M (1.08 FT) WEST OF A
 TK0687'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0102 ***********************************************************************
 TK0102  DESIGNATION -  B 275
 TK0102  PID         -  TK0102
 TK0102  STATE/COUNTY-  MT/BLAINE
 TK0102  USGS QUAD   -  LODGE POLE (1971)
 TK0102
 TK0102                         *CURRENT SURVEY CONTROL
 TK0102  ___________________________________________________________________
 TK0102* NAD 83(1986)-  48 01 55.     (N)    108 32 04.     (W)     SCALED    
 TK0102* NAVD 88     -      1042.080  (meters)    3418.89   (feet)  ADJUSTED  
 TK0102  ___________________________________________________________________
 TK0102  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 TK0102  DYNAMIC HT  -        1042.093 (meters)    3418.93  (feet)  COMP
 TK0102  MODELED GRAV-     980,587.8   (mgal)                       NAVD 88
 TK0102
 TK0102  VERT ORDER  -  SECOND    CLASS 0
 TK0102
 TK0102.The horizontal coordinates were scaled from a topographic map and have
 TK0102.an estimated accuracy of +/- 6 seconds.
 TK0102
 TK0102.The orthometric height was determined by differential leveling
 TK0102.and adjusted by the National Geodetic Survey in June 1991..
 TK0102.WARNING-Repeat measurements at this control monument indicate possible
 TK0102.vertical movement.
 TK0102
 TK0102.The geoid height was determined by GEOID03.
 TK0102
 TK0102.The dynamic height is computed by dividing the NAVD 88
 TK0102.geopotential number by the normal gravity value computed on the
 TK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0102.degrees latitude (g = 980.6199 gals.).
 TK0102
 TK0102.The modeled gravity was interpolated from observed gravity values.
 TK0102
 TK0102;                    North         East    Units  Estimated Accuracy
 TK0102;SPC MT       -   420,690.      671,980.      MT  (+/- 180 meters Scaled)
 TK0102
 TK0102                          SUPERSEDED SURVEY CONTROL
 TK0102
 TK0102  NGVD 29 (??/??/92) 1041.251  (m)         3416.17   (f) ADJ UNCH    2 0
 TK0102
 TK0102.Superseded values are not recommended for survey control.
 TK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0102.See file dsdata.txt to determine how the superseded data were derived.
 TK0102
 TK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU838227(NAD 83)
 TK0102_MARKER: DB = BENCH MARK DISK
 TK0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0102_STAMPING: B-275 1935
 TK0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0102+STABILITY: SURFACE MOTION
 TK0102
 TK0102  HISTORY     - Date     Condition        Report By
 TK0102  HISTORY     - 1935     MONUMENTED       CGS
 TK0102  HISTORY     - 1937     GOOD             NGS
 TK0102  HISTORY     - 1948     MARK NOT FOUND   NGS
 TK0102
 TK0102                          STATION DESCRIPTION
 TK0102
 TK0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 TK0102'IN LODGEPOLE.
 TK0102'AT LODGE POLE, ON THE BELKNAP INDIAN RESERVATION, ON OPPOSITE SIDE OF
 TK0102'JUNCTION OF ROAD TO ZORTMAN AND ROAD TO DODSON.  150 FEET EAST OF LOG
 TK0102'HOUSE.  51.2 FEET NORTH OF INTERSECTION OF CROSS ROADS.  18.5 FEET
 TK0102'WEST OF CENTER LINE OF ROAD TO NORTH, AT CREST OF RISE AND IN CLUMP OF
 TK0102'WILD ROSE BUSHES, AT SOUTHEAST SIDE OF TOWN.  STANDARD DISK SET IN
 TK0102'CONCRETE POST.
 TK0102
 TK0102                          STATION RECOVERY (1948)
 TK0102
 TK0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 TK0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0032 ***********************************************************************
 TK0032  DESIGNATION -  B 276
 TK0032  PID         -  TK0032
 TK0032  STATE/COUNTY-  MT/BLAINE
 TK0032  USGS QUAD   -  BALL COULEE (1971)
 TK0032
 TK0032                         *CURRENT SURVEY CONTROL
 TK0032  ___________________________________________________________________
 TK0032* NAD 83(1986)-  48 02 14.     (N)    108 27 24.     (W)     SCALED    
 TK0032* NAVD 88     -       981.984  (meters)    3221.73   (feet)  POSTED    
 TK0032  ___________________________________________________________________
 TK0032  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 TK0032  DYNAMIC HT  -         982.000 (meters)    3221.78  (feet)  COMP
 TK0032  MODELED GRAV-     980,597.6   (mgal)                       NAVD 88
 TK0032
 TK0032  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TK0032
 TK0032.The horizontal coordinates were scaled from a topographic map and have
 TK0032.an estimated accuracy of +/- 6 seconds.
 TK0032
 TK0032.The orthometric height was determined by differential leveling
 TK0032.and adjusted by the National Geodetic Survey in 1992..
 TK0032.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TK0032.rate of 4.1 thru 8.0 mm/km.
 TK0032
 TK0032.The geoid height was determined by GEOID03.
 TK0032
 TK0032.The dynamic height is computed by dividing the NAVD 88
 TK0032.geopotential number by the normal gravity value computed on the
 TK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0032.degrees latitude (g = 980.6199 gals.).
 TK0032
 TK0032.The modeled gravity was interpolated from observed gravity values.
 TK0032
 TK0032;                    North         East    Units  Estimated Accuracy
 TK0032;SPC MT       -   421,350.      677,770.      MT  (+/- 180 meters Scaled)
 TK0032
 TK0032                          SUPERSEDED SURVEY CONTROL
 TK0032
 TK0032  NGVD 29 (??/??/92)  981.148  (m)         3218.98   (f) ADJ UNCH    2 0
 TK0032
 TK0032.Superseded values are not recommended for survey control.
 TK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0032.See file dsdata.txt to determine how the superseded data were derived.
 TK0032
 TK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU895235(NAD 83)
 TK0032_MARKER: DB = BENCH MARK DISK
 TK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0032_STAMPING: B 276 1935
 TK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0032+STABILITY: SURFACE MOTION
 TK0032
 TK0032  HISTORY     - Date     Condition        Report By
 TK0032  HISTORY     - 1935     MONUMENTED       CGS
 TK0032  HISTORY     - 1948     GOOD             NGS
 TK0032
 TK0032                          STATION DESCRIPTION
 TK0032
 TK0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TK0032'4.3 MI NE FROM LODGEPOLE.
 TK0032'4.3 MILES NORTHEAST ALONG THE DIRT ROAD LEADING TO BROOKSIDE SCHOOL
 TK0032'FROM THE STONE CHURCH AT LODGEPOLE, BLAINE COUNTY, 123 FEET SOUTHEAST
 TK0032'OF THE CENTERLINE OF THE ROAD AND THE CENTERLINE OF A CATTLEGUARD, 5.9
 TK0032'FEET SOUTH OF A FENCE CORNER, AND 1.7 FEET WEST OF THE FENCE.  A
 TK0032'STANDARD DISK, STAMPED B 276 1935 AND SET IN THE TOP OF A CONCRETE
 TK0032'POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0046 ***********************************************************************
 SR0046  DESIGNATION -  B 277
 SR0046  PID         -  SR0046
 SR0046  STATE/COUNTY-  MT/PHILLIPS
 SR0046  USGS QUAD   -  HANSON FLAT (1971)
 SR0046
 SR0046                         *CURRENT SURVEY CONTROL
 SR0046  ___________________________________________________________________
 SR0046* NAD 83(1986)-  47 36 23.     (N)    108 21 15.     (W)     SCALED    
 SR0046* NAVD 88     -       842.821  (meters)    2765.16   (feet)  ADJUSTED  
 SR0046  ___________________________________________________________________
 SR0046  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SR0046  DYNAMIC HT  -         842.840 (meters)    2765.22  (feet)  COMP
 SR0046  MODELED GRAV-     980,607.0   (mgal)                       NAVD 88
 SR0046
 SR0046  VERT ORDER  -  SECOND    CLASS 0
 SR0046
 SR0046.The horizontal coordinates were scaled from a topographic map and have
 SR0046.an estimated accuracy of +/- 6 seconds.
 SR0046
 SR0046.The orthometric height was determined by differential leveling
 SR0046.and adjusted by the National Geodetic Survey in June 1991..
 SR0046
 SR0046.The geoid height was determined by GEOID03.
 SR0046
 SR0046.The dynamic height is computed by dividing the NAVD 88
 SR0046.geopotential number by the normal gravity value computed on the
 SR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0046.degrees latitude (g = 980.6199 gals.).
 SR0046
 SR0046.The modeled gravity was interpolated from observed gravity values.
 SR0046
 SR0046;                    North         East    Units  Estimated Accuracy
 SR0046;SPC MT       -   373,580.      686,110.      MT  (+/- 180 meters Scaled)
 SR0046
 SR0046                          SUPERSEDED SURVEY CONTROL
 SR0046
 SR0046  NGVD 29 (??/??/92)  842.079  (m)         2762.72   (f) ADJ UNCH    2 0
 SR0046
 SR0046.Superseded values are not recommended for survey control.
 SR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0046.See file dsdata.txt to determine how the superseded data were derived.
 SR0046
 SR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT988759(NAD 83)
 SR0046_MARKER: DB = BENCH MARK DISK
 SR0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0046_STAMPING: B 277 1935
 SR0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0046+STABILITY: SURFACE MOTION
 SR0046
 SR0046  HISTORY     - Date     Condition        Report By
 SR0046  HISTORY     - 1935     MONUMENTED       CGS
 SR0046  HISTORY     - 1971     GOOD             USGS
 SR0046
 SR0046                          STATION DESCRIPTION
 SR0046
 SR0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SR0046'21.3 MI NE FROM WILDER.
 SR0046'BM IS 13 MILES SOUTH AND 13 MILES EAST OF THE JUNCTION OF U.S. HWY 191
 SR0046'AND MONTANA 376 (KNOW AS DY JUNCTION).  T 21N, R 26E, ABOUT 900 FEET.
 SR0046'N-NE OF THE SW CORNER OF SEC. 2.  1 1/2 MILES SE OF THE JUNCTION OF
 SR0046'THREE ROADS LEADING NE, SW, AND SE.  39 FEET SW OF THE ROAD. A
 SR0046'STANDARD DISK STAMPED B 277 1935 AND SET IN THE TOP OF A CONCRETE
 SR0046'POST.
 SR0046
 SR0046                          STATION RECOVERY (1971)
 SR0046
 SR0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SR0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0206 ***********************************************************************
 TK0206  DESIGNATION -  B 278
 TK0206  PID         -  TK0206
 TK0206  STATE/COUNTY-  MT/HILL
 TK0206  USGS QUAD   -  CEMENT HILL (1984)
 TK0206
 TK0206                         *CURRENT SURVEY CONTROL
 TK0206  ___________________________________________________________________
 TK0206* NAD 83(1986)-  48 28 18.     (N)    109 41 00.     (W)     SCALED    
 TK0206* NAVD 88     -       971.078  (meters)    3185.95   (feet)  ADJUSTED  
 TK0206  ___________________________________________________________________
 TK0206  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 TK0206  DYNAMIC HT  -         971.141 (meters)    3186.15  (feet)  COMP
 TK0206  MODELED GRAV-     980,642.5   (mgal)                       NAVD 88
 TK0206
 TK0206  VERT ORDER  -  SECOND    CLASS 0
 TK0206
 TK0206.The horizontal coordinates were scaled from a topographic map and have
 TK0206.an estimated accuracy of +/- 6 seconds.
 TK0206
 TK0206.The orthometric height was determined by differential leveling
 TK0206.and adjusted by the National Geodetic Survey in June 1991..
 TK0206
 TK0206.The geoid height was determined by GEOID03.
 TK0206
 TK0206.The dynamic height is computed by dividing the NAVD 88
 TK0206.geopotential number by the normal gravity value computed on the
 TK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0206.degrees latitude (g = 980.6199 gals.).
 TK0206
 TK0206.The modeled gravity was interpolated from observed gravity values.
 TK0206
 TK0206;                    North         East    Units  Estimated Accuracy
 TK0206;SPC MT       -   469,140.      586,450.      MT  (+/- 180 meters Scaled)
 TK0206
 TK0206                          SUPERSEDED SURVEY CONTROL
 TK0206
 TK0206  NGVD 29 (??/??/92)  970.339  (m)         3183.52   (f) ADJ UNCH    2 0
 TK0206
 TK0206.Superseded values are not recommended for survey control.
 TK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0206.See file dsdata.txt to determine how the superseded data were derived.
 TK0206
 TK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU973695(NAD 83)
 TK0206_MARKER: DB = BENCH MARK DISK
 TK0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0206_STAMPING: B 278 1935
 TK0206_MARK LOGO: CGS   
 TK0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0206+STABILITY: SURFACE MOTION
 TK0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0206+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1996
 TK0206
 TK0206  HISTORY     - Date     Condition        Report By
 TK0206  HISTORY     - 1935     MONUMENTED       CGS
 TK0206  HISTORY     - 19960613 GOOD             MTDOT
 TK0206
 TK0206                          STATION DESCRIPTION
 TK0206
 TK0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0206'6.2 MI S FROM HAVRE.
 TK0206'6.2 MILES SOUTH ALONG THE WARRICK ROAD FROM THE GREAT NORTHERN RAILWAY
 TK0206'STATION AT HAVRE, HILL COUNTY, 0.2 MILE NORTH OF A CURVE AND A
 TK0206'FARMHOUSE, AT THE CREST OF A RISE, 36 FEET WEST OF THE CENTERLINE OF
 TK0206'THE ROAD, AT A FENCE LINE, AND 2 FEET NORTH OF A FENCE CORNER.  A
 TK0206'STANDARD DISK, STAMPED B 278 1935 AND SET IN THE TOP OF A CONCRETE
 TK0206'POST.
 TK0206
 TK0206                          STATION RECOVERY (1996)
 TK0206
 TK0206'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0206'2.65 MI (4.26 KM) SOUTH ALONG STATE HIGHWAY 234 FROM THE JUNCTION WITH
 TK0206'U.S.  HIGHWAY 2, IN HAVRE, TO A ROAD LEFT, THEN 1.45 MI (2.33 KM)
 TK0206'SOUTH ALONG A GRAVEL ROAD KNOWN AS THE WARRICK ROAD TO THE MARK ON THE
 TK0206'RIGHT AT THE TOP OF A RISE 0.15 MI (0.24 KM) NORTH OF A CURVE, 35.0 FT
 TK0206'(10.7 M) WEST OF THE CENTER OF THE ROAD, 2.8 FT (0.9 M) SOUTH OF A
 TK0206'WITNESS POST AND 0.8 FT (24.4 CM) WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0229 ***********************************************************************
 TK0229  DESIGNATION -  B 279
 TK0229  PID         -  TK0229
 TK0229  STATE/COUNTY-  MT/HILL
 TK0229  USGS QUAD   -  BIG JOHN BUTTE (1984)
 TK0229
 TK0229                         *CURRENT SURVEY CONTROL
 TK0229  ___________________________________________________________________
 TK0229* NAD 83(1986)-  48 10 12.     (N)    109 36 53.     (W)     SCALED    
 TK0229* NAVD 88     -      1508.786  (meters)    4950.08   (feet)  ADJUSTED  
 TK0229  ___________________________________________________________________
 TK0229  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 TK0229  DYNAMIC HT  -        1508.739 (meters)    4949.92  (feet)  COMP
 TK0229  MODELED GRAV-     980,525.7   (mgal)                       NAVD 88
 TK0229
 TK0229  VERT ORDER  -  SECOND    CLASS 0
 TK0229
 TK0229.The horizontal coordinates were scaled from a topographic map and have
 TK0229.an estimated accuracy of +/- 6 seconds.
 TK0229
 TK0229.The orthometric height was determined by differential leveling
 TK0229.and adjusted by the National Geodetic Survey in June 1991..
 TK0229
 TK0229.The geoid height was determined by GEOID03.
 TK0229
 TK0229.The dynamic height is computed by dividing the NAVD 88
 TK0229.geopotential number by the normal gravity value computed on the
 TK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0229.degrees latitude (g = 980.6199 gals.).
 TK0229
 TK0229.The modeled gravity was interpolated from observed gravity values.
 TK0229
 TK0229;                    North         East    Units  Estimated Accuracy
 TK0229;SPC MT       -   435,600.      591,470.      MT  (+/- 180 meters Scaled)
 TK0229
 TK0229                          SUPERSEDED SURVEY CONTROL
 TK0229
 TK0229  NGVD 29 (??/??/92) 1507.918  (m)         4947.23   (f) ADJ UNCH    2 0
 TK0229
 TK0229.Superseded values are not recommended for survey control.
 TK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0229.See file dsdata.txt to determine how the superseded data were derived.
 TK0229
 TK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU029361(NAD 83)
 TK0229_MARKER: DB = BENCH MARK DISK
 TK0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0229_STAMPING: B 279 1935
 TK0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0229+STABILITY: SURFACE MOTION
 TK0229
 TK0229  HISTORY     - Date     Condition        Report By
 TK0229  HISTORY     - 1935     MONUMENTED       CGS
 TK0229  HISTORY     - 1957     MARK NOT FOUND   USGS
 TK0229
 TK0229                          STATION DESCRIPTION
 TK0229
 TK0229'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TK0229'8.9 MI N FROM WARRICK.
 TK0229'IN HILL COUNTY, 8.9 MILES NORTH ALONG THE HAVRE ROAD FROM THE JUNCTION
 TK0229'OF WARRICK-BIG SANDY ROAD AT WARRICK, CHOUTEAU COUNTY, 0.1 MILE
 TK0229'NORTHEAST OF THE JUNCTION OF A T-ROAD, ON THE STEEP WEST SLOPE OF A
 TK0229'HILL, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND AT THE EDGE OF
 TK0229'A GROUP OF SMALL TREES.  A STANDARD DISK, STAMPED B 279 1935 AND SET
 TK0229'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0118 ***********************************************************************
 RU0118  DESIGNATION -  B 28
 RU0118  PID         -  RU0118
 RU0118  STATE/COUNTY-  MT/ROSEBUD
 RU0118  USGS QUAD   -  ORINOCO (1984)
 RU0118
 RU0118                         *CURRENT SURVEY CONTROL
 RU0118  ___________________________________________________________________
 RU0118* NAD 83(1986)-  46 16 51.     (N)    106 30 58.     (W)     SCALED    
 RU0118* NAVD 88     -       758.459  (meters)    2488.38   (feet)  POSTED    
 RU0118  ___________________________________________________________________
 RU0118  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RU0118  DYNAMIC HT  -         758.390 (meters)    2488.15  (feet)  COMP
 RU0118  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 RU0118
 RU0118  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RU0118
 RU0118.The horizontal coordinates were scaled from a topographic map and have
 RU0118.an estimated accuracy of +/- 6 seconds.
 RU0118
 RU0118.The orthometric height was determined by differential leveling
 RU0118.and adjusted by the National Geodetic Survey in 1992..
 RU0118.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RU0118.rate of 0.0 thru 1.0 mm/km.
 RU0118
 RU0118.The geoid height was determined by GEOID03.
 RU0118
 RU0118.The dynamic height is computed by dividing the NAVD 88
 RU0118.geopotential number by the normal gravity value computed on the
 RU0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0118.degrees latitude (g = 980.6199 gals.).
 RU0118
 RU0118.The modeled gravity was interpolated from observed gravity values.
 RU0118
 RU0118;                    North         East    Units  Estimated Accuracy
 RU0118;SPC MT       -   230,060.      829,790.      MT  (+/- 180 meters Scaled)
 RU0118
 RU0118                          SUPERSEDED SURVEY CONTROL
 RU0118
 RU0118.No superseded survey control is available for this station.
 RU0118
 RU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM832263(NAD 83)
 RU0118_MARKER: DB = BENCH MARK DISK
 RU0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0118_STAMPING: 2486.458
 RU0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0118+STABILITY: SURFACE MOTION
 RU0118
 RU0118  HISTORY     - Date     Condition        Report By
 RU0118  HISTORY     - UNK      MONUMENTED       CGS
 RU0118  HISTORY     - 1960     MARK NOT FOUND   NGS
 RU0118
 RU0118                          STATION DESCRIPTION
 RU0118
 RU0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0118'1.25 MI E FROM FLYNN.
 RU0118'1-1/4 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RU0118'AT FLYNN (FORMERLY DEWEY) ROSEBUD COUNTY, AND 100 FEET SOUTH OF
 RU0118'MILEPOST 115.  A STANDARD DISK, STAMPED 2486.458 AND SET IN THE TOP OF
 RU0118'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0167 ***********************************************************************
 TK0167  DESIGNATION -  B 280
 TK0167  PID         -  TK0167
 TK0167  STATE/COUNTY-  MT/BLAINE
 TK0167  USGS QUAD   -  MILES BUTTE (1987)
 TK0167
 TK0167                         *CURRENT SURVEY CONTROL
 TK0167  ___________________________________________________________________
 TK0167* NAD 83(1986)-  48 17 24.     (N)    109 05 08.     (W)     SCALED    
 TK0167* NAVD 88     -      1026.059  (meters)    3366.33   (feet)  ADJUSTED  
 TK0167  ___________________________________________________________________
 TK0167  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 TK0167  DYNAMIC HT  -        1026.117 (meters)    3366.52  (feet)  COMP
 TK0167  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 TK0167
 TK0167  VERT ORDER  -  SECOND    CLASS 0
 TK0167
 TK0167.The horizontal coordinates were scaled from a topographic map and have
 TK0167.an estimated accuracy of +/- 6 seconds.
 TK0167
 TK0167.The orthometric height was determined by differential leveling
 TK0167.and adjusted by the National Geodetic Survey in June 1991..
 TK0167
 TK0167.The geoid height was determined by GEOID03.
 TK0167
 TK0167.The dynamic height is computed by dividing the NAVD 88
 TK0167.geopotential number by the normal gravity value computed on the
 TK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0167.degrees latitude (g = 980.6199 gals.).
 TK0167
 TK0167.The modeled gravity was interpolated from observed gravity values.
 TK0167
 TK0167;                    North         East    Units  Estimated Accuracy
 TK0167;SPC MT       -   449,010.      630,740.      MT  (+/- 180 meters Scaled)
 TK0167
 TK0167                          SUPERSEDED SURVEY CONTROL
 TK0167
 TK0167  NGVD 29 (??/??/92) 1025.255  (m)         3363.69   (f) ADJ UNCH    2 0
 TK0167
 TK0167.Superseded values are not recommended for survey control.
 TK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0167.See file dsdata.txt to determine how the superseded data were derived.
 TK0167
 TK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU420503(NAD 83)
 TK0167_MARKER: DB = BENCH MARK DISK
 TK0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0167_STAMPING: B 280 1935
 TK0167_MARK LOGO: CGS   
 TK0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0167+STABILITY: SURFACE MOTION
 TK0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0167+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1996
 TK0167
 TK0167  HISTORY     - Date     Condition        Report By
 TK0167  HISTORY     - 1935     MONUMENTED       CGS
 TK0167  HISTORY     - 19960510 GOOD             MTDOT
 TK0167
 TK0167                          STATION DESCRIPTION
 TK0167
 TK0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0167'4.1 MI E FROM CLEVELAND.
 TK0167'4.1 MILES EAST ALONG THE CHINOOK ROAD FROM CLEVELAND, BLAINE COUNTY,
 TK0167'1.1 MILES SOUTHWEST OF THE JUNCTION OF THE HAYS ROAD, AT THE CREST OF
 TK0167'A RISE, 33 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 24 FEET
 TK0167'SOUTHWEST OF THE CENTER OF A GATE, AND AT A FENCE.  A STANDARD DISK,
 TK0167'STAMPED B 280 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TK0167
 TK0167                          STATION RECOVERY (1996)
 TK0167
 TK0167'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0167'3.55 MI (5.71 KM) NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 TK0167'STATE HIGHWAY 240, IN CLEVELAND, TO THE MARK ON THE LEFT, 41,0 FT
 TK0167'NORTHWEST OF THE CENTER OF THE ROAD, 3.0 FT (0.9 M) NORTHEAST OF A
 TK0167'WITNESS POST AND 1.0 FT (0.3 M) SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0192 ***********************************************************************
 TK0192  DESIGNATION -  B 281
 TK0192  PID         -  TK0192
 TK0192  STATE/COUNTY-  MT/BLAINE
 TK0192  USGS QUAD   -  WILLIAMSON BUTTE (1987)
 TK0192
 TK0192                         *CURRENT SURVEY CONTROL
 TK0192  ___________________________________________________________________
 TK0192* NAD 83(1986)-  48 05 43.     (N)    109 18 12.     (W)     SCALED    
 TK0192* NAVD 88     -      1169.434  (meters)    3836.72   (feet)  ADJUSTED  
 TK0192  ___________________________________________________________________
 TK0192  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 TK0192  DYNAMIC HT  -        1169.438 (meters)    3836.73  (feet)  COMP
 TK0192  MODELED GRAV-     980,574.1   (mgal)                       NAVD 88
 TK0192
 TK0192  VERT ORDER  -  SECOND    CLASS 0
 TK0192
 TK0192.The horizontal coordinates were scaled from a topographic map and have
 TK0192.an estimated accuracy of +/- 6 seconds.
 TK0192
 TK0192.The orthometric height was determined by differential leveling
 TK0192.and adjusted by the National Geodetic Survey in June 1991..
 TK0192
 TK0192.The geoid height was determined by GEOID03.
 TK0192
 TK0192.The dynamic height is computed by dividing the NAVD 88
 TK0192.geopotential number by the normal gravity value computed on the
 TK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0192.degrees latitude (g = 980.6199 gals.).
 TK0192
 TK0192.The modeled gravity was interpolated from observed gravity values.
 TK0192
 TK0192;                    North         East    Units  Estimated Accuracy
 TK0192;SPC MT       -   427,300.      614,640.      MT  (+/- 180 meters Scaled)
 TK0192
 TK0192                          SUPERSEDED SURVEY CONTROL
 TK0192
 TK0192  NGVD 29 (??/??/92) 1168.598  (m)         3833.98   (f) ADJ UNCH    2 0
 TK0192
 TK0192.Superseded values are not recommended for survey control.
 TK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0192.See file dsdata.txt to determine how the superseded data were derived.
 TK0192
 TK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU263282(NAD 83)
 TK0192_MARKER: DB = BENCH MARK DISK
 TK0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0192_STAMPING: B 281 1935
 TK0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0192+STABILITY: SURFACE MOTION
 TK0192
 TK0192  HISTORY     - Date     Condition        Report By
 TK0192  HISTORY     - 1935     MONUMENTED       CGS
 TK0192  HISTORY     - 1955     GOOD             USGS
 TK0192
 TK0192                          STATION DESCRIPTION
 TK0192
 TK0192'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0192'21.5 MI SW FROM CLEVELAND.
 TK0192'21.5 MILES SOUTHWEST ALONG THE LEROY ROAD FROM THE JUNCTION OF THE
 TK0192'CHINOOK ROAD  AT CLEVELAND, BLAINE COUNTY, AT THE CREST OF A HILL, 27
 TK0192'FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST OF A FENCE
 TK0192'CORNER, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B 281 1935
 TK0192'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0264 ***********************************************************************
 TH0264  DESIGNATION -  B 286
 TH0264  PID         -  TH0264
 TH0264  STATE/COUNTY-  MT/ROOSEVELT
 TH0264  USGS QUAD   -  WINDY BUTTE (1983)
 TH0264
 TH0264                         *CURRENT SURVEY CONTROL
 TH0264  ___________________________________________________________________
 TH0264* NAD 83(1986)-  48 29 31.     (N)    105 18 02.     (W)     SCALED    
 TH0264* NAVD 88     -       668.226  (meters)    2192.34   (feet)  ADJUSTED  
 TH0264  ___________________________________________________________________
 TH0264  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TH0264  DYNAMIC HT  -         668.323 (meters)    2192.66  (feet)  COMP
 TH0264  MODELED GRAV-     980,732.8   (mgal)                       NAVD 88
 TH0264
 TH0264  VERT ORDER  -  SECOND    CLASS 0
 TH0264
 TH0264.The horizontal coordinates were scaled from a topographic map and have
 TH0264.an estimated accuracy of +/- 6 seconds.
 TH0264
 TH0264.The orthometric height was determined by differential leveling
 TH0264.and adjusted by the National Geodetic Survey in June 1991..
 TH0264
 TH0264.The geoid height was determined by GEOID03.
 TH0264
 TH0264.The dynamic height is computed by dividing the NAVD 88
 TH0264.geopotential number by the normal gravity value computed on the
 TH0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0264.degrees latitude (g = 980.6199 gals.).
 TH0264
 TH0264.The modeled gravity was interpolated from observed gravity values.
 TH0264
 TH0264;                    North         East    Units  Estimated Accuracy
 TH0264;SPC MT       -   479,690.      910,160.      MT  (+/- 180 meters Scaled)
 TH0264
 TH0264                          SUPERSEDED SURVEY CONTROL
 TH0264
 TH0264  NGVD 29 (??/??/92)  667.656  (m)         2190.47   (f) ADJ UNCH    2 0
 TH0264
 TH0264.Superseded values are not recommended for survey control.
 TH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0264.See file dsdata.txt to determine how the superseded data were derived.
 TH0264
 TH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP777710(NAD 83)
 TH0264_MARKER: DB = BENCH MARK DISK
 TH0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0264_STAMPING: B-286 1935
 TH0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0264+STABILITY: SURFACE MOTION
 TH0264
 TH0264  HISTORY     - Date     Condition        Report By
 TH0264  HISTORY     - 1935     MONUMENTED       CGS
 TH0264
 TH0264                          STATION DESCRIPTION
 TH0264
 TH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0264'29.2 MI SE FROM SCOBEY.
 TH0264'IN ROOSEVELT COUNTY, 21.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE
 TH0264'GREAT NORTHERN RAILWAY STATION AT SCOBEY, DANIELS COUNTY, THENCE 7.5
 TH0264'MILES EAST ALONG ROADS.  AT THE NORTHEAST CORNER OF SECTION 35, T 32
 TH0264'N, R 49 E, AT A ROAD INTERSECTION, 100 FEET SOUTH OF THE CENTER LINE
 TH0264'OF THE EAST-AND-WEST ROAD, 29 FEET WEST OF THE CENTER LINE OF THE ROAD
 TH0264'LEADING SOUTH, 54 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE
 TH0264'FENCE, AND ABOUT 4 FEET HIGHER THAN THE EAST-AND-WEST ROAD.  A
 TH0264'STANDARD DISK, STAMPED B 286 1935 AND SET IN THE TOP OF A CONCRETE
 TH0264'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0304 ***********************************************************************
 RV0304  DESIGNATION -  B 293
 RV0304  PID         -  RV0304
 RV0304  STATE/COUNTY-  MT/WHEATLAND
 RV0304  USGS QUAD   -  HARLOWTON (1986)
 RV0304
 RV0304                         *CURRENT SURVEY CONTROL
 RV0304  ___________________________________________________________________
 RV0304* NAD 83(1986)-  46 25 50.     (N)    109 47 57.     (W)     SCALED    
 RV0304* NAVD 88     -      1273.750  (meters)    4178.96   (feet)  ADJUSTED  
 RV0304  ___________________________________________________________________
 RV0304  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 RV0304  DYNAMIC HT  -        1273.488 (meters)    4178.10  (feet)  COMP
 RV0304  MODELED GRAV-     980,363.6   (mgal)                       NAVD 88
 RV0304
 RV0304  VERT ORDER  -  SECOND    CLASS 0
 RV0304
 RV0304.The horizontal coordinates were scaled from a topographic map and have
 RV0304.an estimated accuracy of +/- 6 seconds.
 RV0304
 RV0304.The orthometric height was determined by differential leveling
 RV0304.and adjusted by the National Geodetic Survey in June 1991..
 RV0304
 RV0304.The geoid height was determined by GEOID03.
 RV0304
 RV0304.The dynamic height is computed by dividing the NAVD 88
 RV0304.geopotential number by the normal gravity value computed on the
 RV0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0304.degrees latitude (g = 980.6199 gals.).
 RV0304
 RV0304.The modeled gravity was interpolated from observed gravity values.
 RV0304
 RV0304;                    North         East    Units  Estimated Accuracy
 RV0304;SPC MT       -   242,360.      577,020.      MT  (+/- 180 meters Scaled)
 RV0304
 RV0304                          SUPERSEDED SURVEY CONTROL
 RV0304
 RV0304  NGVD 29 (??/??/92) 1272.823  (m)         4175.92   (f) ADJ UNCH    2 0
 RV0304
 RV0304.Superseded values are not recommended for survey control.
 RV0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0304.See file dsdata.txt to determine how the superseded data were derived.
 RV0304
 RV0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS922425(NAD 83)
 RV0304_MARKER: DB = BENCH MARK DISK
 RV0304_SETTING: 66 = SET IN ROCK OUTCROP
 RV0304_SP_SET: ROCK
 RV0304_STAMPING: B 293 1961
 RV0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0304+STABILITY: POSITION/ELEVATION WELL
 RV0304
 RV0304  HISTORY     - Date     Condition        Report By
 RV0304  HISTORY     - 1961     MONUMENTED       CGS
 RV0304  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0304
 RV0304                          STATION DESCRIPTION
 RV0304
 RV0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0304'1.95 MI SE FROM HARLOWTON.
 RV0304'1.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURT HOUSE AT
 RV0304'HARLOWTON, AT A CUT BANK, NEAR THE CROSSING OF A POWER LINE, SET
 RV0304'VERTICALLY IN THE FACE OF A LARGE ROCK, 19 FEET NORTH OF THE CENTER
 RV0304'LINE OF THE HIGHWAY, 1.7 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT
 RV0304'HIGHER THAN THE HIGHWAY.
 RV0304
 RV0304                          STATION RECOVERY (1980)
 RV0304
 RV0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0305 ***********************************************************************
 RV0305  DESIGNATION -  B 293 RESET
 RV0305  PID         -  RV0305
 RV0305  STATE/COUNTY-  MT/WHEATLAND
 RV0305  USGS QUAD   -  HARLOWTON (1986)
 RV0305
 RV0305                         *CURRENT SURVEY CONTROL
 RV0305  ___________________________________________________________________
 RV0305* NAD 83(1986)-  46 25 48.     (N)    109 47 57.     (W)     SCALED    
 RV0305* NAVD 88     -      1269.99   (meters)    4166.6    (feet)  RESET     
 RV0305  ___________________________________________________________________
 RV0305  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 RV0305
 RV0305  VERT ORDER  -  THIRD
 RV0305
 RV0305.The horizontal coordinates were scaled from a topographic map and have
 RV0305.an estimated accuracy of +/- 6 seconds.
 RV0305
 RV0305.The orthometric height was computed from unverified reset data.
 RV0305
 RV0305.The geoid height was determined by GEOID03.
 RV0305
 RV0305;                    North         East    Units  Estimated Accuracy
 RV0305;SPC MT       -   242,290.      577,020.      MT  (+/- 180 meters Scaled)
 RV0305
 RV0305                          SUPERSEDED SURVEY CONTROL
 RV0305
 RV0305.No superseded survey control is available for this station.
 RV0305
 RV0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS922425(NAD 83)
 RV0305_MARKER: DB = BENCH MARK DISK
 RV0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0305_STAMPING: B 293 RESET 1964
 RV0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0305+STABILITY: SURFACE MOTION
 RV0305
 RV0305  HISTORY     - Date     Condition        Report By
 RV0305  HISTORY     - 1964     MONUMENTED       MTDH
 RV0305  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0305
 RV0305                          STATION DESCRIPTION
 RV0305
 RV0305'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1964
 RV0305'1.95 MI SE FROM HARLOWTON.
 RV0305'LOCATED ABOUT 1.95 MILES SOUTHEAST ALONG U. S. HIGHWAY 12 FROM THE
 RV0305'COURTHOUSE AT HARLOWTON, AT A CUTBANK NEAR THE CROSSING OF A
 RV0305'POWERLINE, SET IN THE TOP OF A CONCRETE MONUMENT 80.7 FEET SOUTH OF
 RV0305'CENTERLINE ROADWAY STATION 124+11.9, 0.8 FEET ABOVE THE GROUND AND
 RV0305'ABOUT 8.0 FEET LOWER THAN THE HIGHWAY.
 RV0305
 RV0305                          STATION RECOVERY (1980)
 RV0305
 RV0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0343 ***********************************************************************
 RV0343  DESIGNATION -  B 294
 RV0343  PID         -  RV0343
 RV0343  STATE/COUNTY-  MT/WHEATLAND
 RV0343  USGS QUAD   -  HEDGESVILLE (1986)
 RV0343
 RV0343                         *CURRENT SURVEY CONTROL
 RV0343  ___________________________________________________________________
 RV0343* NAD 83(1986)-  46 26 29.     (N)    109 31 33.     (W)     SCALED    
 RV0343* NAVD 88     -      1276.506  (meters)    4188.00   (feet)  ADJUSTED  
 RV0343  ___________________________________________________________________
 RV0343  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0343  DYNAMIC HT  -        1276.255 (meters)    4187.18  (feet)  COMP
 RV0343  MODELED GRAV-     980,373.3   (mgal)                       NAVD 88
 RV0343
 RV0343  VERT ORDER  -  SECOND    CLASS 0
 RV0343
 RV0343.The horizontal coordinates were scaled from a topographic map and have
 RV0343.an estimated accuracy of +/- 6 seconds.
 RV0343
 RV0343.The orthometric height was determined by differential leveling
 RV0343.and adjusted by the National Geodetic Survey in June 1991..
 RV0343
 RV0343.The geoid height was determined by GEOID03.
 RV0343
 RV0343.The dynamic height is computed by dividing the NAVD 88
 RV0343.geopotential number by the normal gravity value computed on the
 RV0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0343.degrees latitude (g = 980.6199 gals.).
 RV0343
 RV0343.The modeled gravity was interpolated from observed gravity values.
 RV0343
 RV0343;                    North         East    Units  Estimated Accuracy
 RV0343;SPC MT       -   243,520.      598,020.      MT  (+/- 180 meters Scaled)
 RV0343
 RV0343                          SUPERSEDED SURVEY CONTROL
 RV0343
 RV0343  NGVD 29 (??/??/92) 1275.603  (m)         4185.04   (f) ADJ UNCH    2 0
 RV0343
 RV0343.Superseded values are not recommended for survey control.
 RV0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0343.See file dsdata.txt to determine how the superseded data were derived.
 RV0343
 RV0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS132441(NAD 83)
 RV0343_MARKER: DB = BENCH MARK DISK
 RV0343_SETTING: 66 = SET IN ROCK OUTCROP
 RV0343_SP_SET: OUTCROP
 RV0343_STAMPING: B 294 1961
 RV0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0343+STABILITY: POSITION/ELEVATION WELL
 RV0343
 RV0343  HISTORY     - Date     Condition        Report By
 RV0343  HISTORY     - 1961     MONUMENTED       CGS
 RV0343
 RV0343                          STATION DESCRIPTION
 RV0343
 RV0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0343'1.85 MI S FROM HEDGESVILLE.
 RV0343'1.85 MILES SOUTH ALONG SHAWMUT ROAD FROM THE CROSSING OF THE GREAT
 RV0343'NORTHERN RAILWAY AT HEDGESVILLE, 0.1 MILE SOUTH OF THE SOUTH END OF A
 RV0343'CURVE WITH EAST AND SOUTH TANGENTS, 610 FEET EAST OF THE CENTER LINE
 RV0343'OF THE ROAD, IN THE TOP OF A 12 BY 15 FOOT OUTCROP, 3.8 FEET
 RV0343'EAST-SOUTHEAST OF A WITNESS POST, AND ABOUT 15 FEET HIGHER THAN THE
 RV0343'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0506 ***********************************************************************
 RV0506  DESIGNATION -  B 295
 RV0506  PID         -  RV0506
 RV0506  STATE/COUNTY-  MT/WHEATLAND
 RV0506  USGS QUAD   -  ELEPHANT ROCKS (1986)
 RV0506
 RV0506                         *CURRENT SURVEY CONTROL
 RV0506  ___________________________________________________________________
 RV0506* NAD 83(1986)-  46 40 44.     (N)    109 41 49.     (W)     SCALED    
 RV0506* NAVD 88     -      1431.969  (meters)    4698.05   (feet)  ADJUSTED  
 RV0506  ___________________________________________________________________
 RV0506  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 RV0506  DYNAMIC HT  -        1431.678 (meters)    4697.10  (feet)  COMP
 RV0506  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 RV0506
 RV0506  VERT ORDER  -  SECOND    CLASS 0
 RV0506
 RV0506.The horizontal coordinates were scaled from a topographic map and have
 RV0506.an estimated accuracy of +/- 6 seconds.
 RV0506
 RV0506.The orthometric height was determined by differential leveling
 RV0506.and adjusted by the National Geodetic Survey in June 1991..
 RV0506
 RV0506.The geoid height was determined by GEOID03.
 RV0506
 RV0506.The dynamic height is computed by dividing the NAVD 88
 RV0506.geopotential number by the normal gravity value computed on the
 RV0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0506.degrees latitude (g = 980.6199 gals.).
 RV0506
 RV0506.The modeled gravity was interpolated from observed gravity values.
 RV0506
 RV0506;                    North         East    Units  Estimated Accuracy
 RV0506;SPC MT       -   269,920.      584,940.      MT  (+/- 180 meters Scaled)
 RV0506
 RV0506                          SUPERSEDED SURVEY CONTROL
 RV0506
 RV0506  NGVD 29 (??/??/92) 1430.996  (m)         4694.86   (f) ADJ UNCH    2 0
 RV0506
 RV0506.Superseded values are not recommended for survey control.
 RV0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0506.See file dsdata.txt to determine how the superseded data were derived.
 RV0506
 RV0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS996703(NAD 83)
 RV0506_MARKER: DB = BENCH MARK DISK
 RV0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0506_STAMPING: B 295 1961
 RV0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0506+STABILITY: SURFACE MOTION
 RV0506
 RV0506  HISTORY     - Date     Condition        Report By
 RV0506  HISTORY     - 1961     MONUMENTED       CGS
 RV0506
 RV0506                          STATION DESCRIPTION
 RV0506
 RV0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0506'2.7 MI E FROM JUDITH GAP.
 RV0506'ABOUT 2.7 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0506'GAP, ON THE EAST SLOPE OF A SMALL HILL AND AT A JOG IN THE FENCE LINE,
 RV0506'68 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 77 FEET WEST-SOUTHWEST
 RV0506'OF A TELEPHONE POLE, 3.5 FEET NORTHEAST OF FENCE CORNER POST, 2.0 FEET
 RV0506'EAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD ND IN THE TOP
 RV0506'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0416 ***********************************************************************
 RV0416  DESIGNATION -  B 296
 RV0416  PID         -  RV0416
 RV0416  STATE/COUNTY-  MT/WHEATLAND
 RV0416  USGS QUAD   -  JUDITH GAP (1995)
 RV0416
 RV0416                         *CURRENT SURVEY CONTROL
 RV0416  ___________________________________________________________________
 RV0416* NAD 83(1986)-  46 40 47.     (N)    109 47 20.     (W)     SCALED    
 RV0416* NAVD 88     -      1421.492  (meters)    4663.68   (feet)  ADJUSTED  
 RV0416  ___________________________________________________________________
 RV0416  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 RV0416  DYNAMIC HT  -        1421.198 (meters)    4662.71  (feet)  COMP
 RV0416  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 RV0416
 RV0416  VERT ORDER  -  SECOND    CLASS 0
 RV0416
 RV0416.The horizontal coordinates were scaled from a topographic map and have
 RV0416.an estimated accuracy of +/- 6 seconds.
 RV0416
 RV0416.The orthometric height was determined by differential leveling
 RV0416.and adjusted by the National Geodetic Survey in June 1991..
 RV0416
 RV0416.The geoid height was determined by GEOID03.
 RV0416
 RV0416.The dynamic height is computed by dividing the NAVD 88
 RV0416.geopotential number by the normal gravity value computed on the
 RV0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0416.degrees latitude (g = 980.6199 gals.).
 RV0416
 RV0416.The modeled gravity was interpolated from observed gravity values.
 RV0416
 RV0416;                    North         East    Units  Estimated Accuracy
 RV0416;SPC MT       -   270,040.      577,910.      MT  (+/- 180 meters Scaled)
 RV0416
 RV0416                          SUPERSEDED SURVEY CONTROL
 RV0416
 RV0416  NGVD 29 (??/??/92) 1420.515  (m)         4660.47   (f) ADJ UNCH    2 0
 RV0416
 RV0416.Superseded values are not recommended for survey control.
 RV0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0416.See file dsdata.txt to determine how the superseded data were derived.
 RV0416
 RV0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS926702(NAD 83)
 RV0416_MARKER: DB = BENCH MARK DISK
 RV0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0416_STAMPING: B 296 1961
 RV0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0416+STABILITY: SURFACE MOTION
 RV0416
 RV0416  HISTORY     - Date     Condition        Report By
 RV0416  HISTORY     - 1961     MONUMENTED       CGS
 RV0416
 RV0416                          STATION DESCRIPTION
 RV0416
 RV0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0416'1.3 MI SW FROM JUDITH GAP.
 RV0416'ABOUT 1.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0416'PACIFIC RAILROAD FROM THE STATION SIGN AT JUDITH GAP, 12 FEET SOUTH OF
 RV0416'MILE POLE 20, 32 FEET EAST OF THE EAST RAIL, 66 FEET WEST OF THE
 RV0416'FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 RV0416'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0536 ***********************************************************************
 RV0536  DESIGNATION -  B 297
 RV0536  PID         -  RV0536
 RV0536  STATE/COUNTY-  MT/WHEATLAND
 RV0536  USGS QUAD   -  OKA (1986)
 RV0536
 RV0536                         *CURRENT SURVEY CONTROL
 RV0536  ___________________________________________________________________
 RV0536* NAD 83(1986)-  46 31 08.     (N)    109 45 56.     (W)     SCALED    
 RV0536* NAVD 88     -      1364.051  (meters)    4475.22   (feet)  ADJUSTED  
 RV0536  ___________________________________________________________________
 RV0536  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 RV0536  DYNAMIC HT  -        1363.761 (meters)    4474.27  (feet)  COMP
 RV0536  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 RV0536
 RV0536  VERT ORDER  -  FIRST     CLASS II
 RV0536
 RV0536.The horizontal coordinates were scaled from a topographic map and have
 RV0536.an estimated accuracy of +/- 6 seconds.
 RV0536
 RV0536.The orthometric height was determined by differential leveling
 RV0536.and adjusted by the National Geodetic Survey in June 1991..
 RV0536
 RV0536.The geoid height was determined by GEOID03.
 RV0536
 RV0536.The dynamic height is computed by dividing the NAVD 88
 RV0536.geopotential number by the normal gravity value computed on the
 RV0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0536.degrees latitude (g = 980.6199 gals.).
 RV0536
 RV0536.The modeled gravity was interpolated from observed gravity values.
 RV0536
 RV0536;                    North         East    Units  Estimated Accuracy
 RV0536;SPC MT       -   252,160.      579,630.      MT  (+/- 180 meters Scaled)
 RV0536
 RV0536                          SUPERSEDED SURVEY CONTROL
 RV0536
 RV0536  NGVD 29 (??/??/92) 1363.114  (m)         4472.15   (f) ADJ UNCH    1 2
 RV0536
 RV0536.Superseded values are not recommended for survey control.
 RV0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0536.See file dsdata.txt to determine how the superseded data were derived.
 RV0536
 RV0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS946524(NAD 83)
 RV0536_MARKER: DB = BENCH MARK DISK
 RV0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0536_STAMPING: B 297 1961
 RV0536_MARK LOGO: CGS   
 RV0536_PROJECTION: PROJECTING 6 CENTIMETERS
 RV0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0536+STABILITY: SURFACE MOTION
 RV0536
 RV0536  HISTORY     - Date     Condition        Report By
 RV0536  HISTORY     - 1961     MONUMENTED       CGS
 RV0536  HISTORY     - 1980     GOOD             NGS
 RV0536
 RV0536                          STATION DESCRIPTION
 RV0536
 RV0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0536'7.8 MI NE FROM HARLOWTON.
 RV0536'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0536'HARLOWTON, 102 FEET EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF A
 RV0536'GRAVEL ROAD EAST, 96 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39
 RV0536'FEET SOUTH OF THE ROAD, 12 1/2 FEET SOUTH-SOUTHWEST OF A FENCE CORNER,
 RV0536'4 1/2 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, ABOUT 4
 RV0536'FEET LOWER THAN THE HIGHWAY AND LEVEL WITH THE ROAD, AND SET IN THE
 RV0536'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RV0536
 RV0536                          STATION RECOVERY (1980)
 RV0536
 RV0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0536'1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAYS 191 AND 12 FROM THE
 RV0536'COURTHOUSE IN HARLOWTON, THENCE 6.0 KM (3.7 MI) NORTH ALONG A GRAVEL
 RV0536'ROAD, THENCE 3.5 KM (2.2 MI) EAST ALONG A SECTION LINE ROAD, THENCE
 RV0536'3.4 KM (2.1 MI) NORTH ALONG U.S. HIGHWAY 191, AT A GRAVEL ROAD
 RV0536'LEADING EAST, 28.2 METERS (92.5 FT) EAST OF THE CENTERLINE OF THE
 RV0536'HIGHWAY, 8.2 METERS (27.0 FT) SOUTH OF THE CENTER OF THE ROAD, 3.7
 RV0536'METERS (12.0 FT) NORTH OF THE CENTER OF A GATE AND 1.2 METERS (4.0 FT)
 RV0536'WEST OF A FENCE.
 RV0536'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RV0536'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0621 ***********************************************************************
 PY0621  DESIGNATION -  B 298
 PY0621  PID         -  PY0621
 PY0621  STATE/COUNTY-  MT/BEAVERHEAD
 PY0621  USGS QUAD   -  UPPER RED ROCK LAKE (1988)
 PY0621
 PY0621                         *CURRENT SURVEY CONTROL
 PY0621  ___________________________________________________________________
 PY0621* NAD 83(1986)-  44 35 31.     (N)    111 44 21.     (W)     SCALED    
 PY0621* NAVD 88     -      2025.002  (meters)    6643.69   (feet)  POSTED    
 PY0621  ___________________________________________________________________
 PY0621  GEOID HEIGHT-          -9.06  (meters)                     GEOID03
 PY0621  DYNAMIC HT  -        2023.900 (meters)    6640.08  (feet)  COMP
 PY0621  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 PY0621
 PY0621  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0621
 PY0621.The horizontal coordinates were scaled from a topographic map and have
 PY0621.an estimated accuracy of +/- 6 seconds.
 PY0621
 PY0621.The orthometric height was determined by differential leveling
 PY0621.and adjusted by the National Geodetic Survey in 1992..
 PY0621.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0621.rate of 1.1 thru 2.0 mm/km.
 PY0621
 PY0621.The geoid height was determined by GEOID03.
 PY0621
 PY0621.The dynamic height is computed by dividing the NAVD 88
 PY0621.geopotential number by the normal gravity value computed on the
 PY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0621.degrees latitude (g = 980.6199 gals.).
 PY0621
 PY0621.The modeled gravity was interpolated from observed gravity values.
 PY0621
 PY0621;                    North         East    Units  Estimated Accuracy
 PY0621;SPC MT       -    40,550.      422,180.      MT  (+/- 180 meters Scaled)
 PY0621
 PY0621                          SUPERSEDED SURVEY CONTROL
 PY0621
 PY0621  NGVD 29 (??/??/92) 2023.663  (m)         6639.30   (f) ADJ UNCH    1 2
 PY0621
 PY0621.Superseded values are not recommended for survey control.
 PY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0621.See file dsdata.txt to determine how the superseded data were derived.
 PY0621
 PY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ413378(NAD 83)
 PY0621_MARKER: DB = BENCH MARK DISK
 PY0621_SETTING: 66 = SET IN ROCK OUTCROP
 PY0621_SP_SET: ROCK OUTCROP
 PY0621_STAMPING: B 298 1964
 PY0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0621+STABILITY: POSITION/ELEVATION WELL
 PY0621
 PY0621  HISTORY     - Date     Condition        Report By
 PY0621  HISTORY     - 1964     MONUMENTED       CGS
 PY0621
 PY0621                          STATION DESCRIPTION
 PY0621
 PY0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0621'3.85 MI E FROM LAKEVIEW.
 PY0621'ABOUT 3.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE
 PY0621'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 28, T 14 S, R 1 W, ABOUT 167
 PY0621'YARDS SOUTH OF THE SOUTH EDGE OF UPPER RED ROCK LAKE, AT THE WEST EDGE
 PY0621'OF A GROVE OF ASPEN TREES, 40 FEET NORTH OF THE CENTER LINE OF THE
 PY0621'ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND,
 PY0621'13 1/2 FEET NORTH OF A FENCE, 14.0 FEET NORTH OF A METAL WITNESS POST,
 PY0621'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0040 ***********************************************************************
 PZ0040  DESIGNATION -  B 299
 PZ0040  PID         -  PZ0040
 PZ0040  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0040  USGS QUAD   -  CORRAL CREEK (1968)
 PZ0040
 PZ0040                         *CURRENT SURVEY CONTROL
 PZ0040  ___________________________________________________________________
 PZ0040* NAD 83(1986)-  44 35 18.     (N)    112 14 00.     (W)     SCALED    
 PZ0040* NAVD 88     -      2052.973  (meters)    6735.46   (feet)  ADJUSTED  
 PZ0040  ___________________________________________________________________
 PZ0040  GEOID HEIGHT-          -9.90  (meters)                     GEOID03
 PZ0040  DYNAMIC HT  -        2051.802 (meters)    6731.62  (feet)  COMP
 PZ0040  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 PZ0040
 PZ0040  VERT ORDER  -  FIRST     CLASS II
 PZ0040
 PZ0040.The horizontal coordinates were scaled from a topographic map and have
 PZ0040.an estimated accuracy of +/- 6 seconds.
 PZ0040
 PZ0040.The orthometric height was determined by differential leveling
 PZ0040.and adjusted by the National Geodetic Survey in June 1991..
 PZ0040
 PZ0040.The geoid height was determined by GEOID03.
 PZ0040
 PZ0040.The dynamic height is computed by dividing the NAVD 88
 PZ0040.geopotential number by the normal gravity value computed on the
 PZ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0040.degrees latitude (g = 980.6199 gals.).
 PZ0040
 PZ0040.The modeled gravity was interpolated from observed gravity values.
 PZ0040
 PZ0040;                    North         East    Units  Estimated Accuracy
 PZ0040;SPC MT       -    41,400.      382,930.      MT  (+/- 180 meters Scaled)
 PZ0040
 PZ0040                          SUPERSEDED SURVEY CONTROL
 PZ0040
 PZ0040  NGVD 29 (??/??/92) 2051.613  (m)         6731.00   (f) ADJ UNCH    1 2
 PZ0040
 PZ0040.Superseded values are not recommended for survey control.
 PZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0040.See file dsdata.txt to determine how the superseded data were derived.
 PZ0040
 PZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ021379(NAD 83)
 PZ0040_MARKER: DB = BENCH MARK DISK
 PZ0040_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0040_SP_SET: 5.5 FT.
 PZ0040_STAMPING: B 299 1964
 PZ0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0040
 PZ0040  HISTORY     - Date     Condition        Report By
 PZ0040  HISTORY     - 1964     MONUMENTED       CGS
 PZ0040
 PZ0040                          STATION DESCRIPTION
 PZ0040
 PZ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0040'4.9 MI NE FROM MONIDA.
 PZ0040'4.9 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0040'RAILROAD STATION AT MONIDA, 48 FEET SOUTHEAST OF THE CENTER LINE OF
 PZ0040'THE ROAD, 93 FEET SOUTH AND ACROSS THE ROAD FROM A T-FENCE CORNER, 70
 PZ0040'FEET NORTHWEST OF A POWER POLE, 6 1/2 FEET NORTHEAST OF THE MORE
 PZ0040'NORTHEASTERLY OF THREE BRACE POSTS IN A FENCE LINE, 1 FOOT NORTHWEST
 PZ0040'OF THE FENCE LINE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 PZ0040'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 PZ0040'THAT IS DRIVEN TO A DEPTH OF 5 1/2 FEET AND IS ENCASED IN A 4-INCH
 PZ0040'IRON PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0479 ***********************************************************************
 QY0479  DESIGNATION -  B 3
 QY0479  PID         -  QY0479
 QY0479  STATE/COUNTY-  MT/CASCADE
 QY0479  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0479
 QY0479                         *CURRENT SURVEY CONTROL
 QY0479  ___________________________________________________________________
 QY0479* NAD 83(1986)-  45 59 54.     (N)    112 34 41.     (W)     SCALED    
 QY0479* NAVD 88     -      1651.836  (meters)    5419.40   (feet)  POSTED    
 QY0479  ___________________________________________________________________
 QY0479  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 QY0479  DYNAMIC HT  -        1651.180 (meters)    5417.25  (feet)  COMP
 QY0479  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 QY0479
 QY0479  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QY0479
 QY0479.The horizontal coordinates were scaled from a topographic map and have
 QY0479.an estimated accuracy of +/- 6 seconds.
 QY0479
 QY0479.The orthometric height was determined by differential leveling
 QY0479.and adjusted by the National Geodetic Survey in 1992..
 QY0479.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QY0479.rate of 1.1 thru 2.0 mm/km.
 QY0479
 QY0479.The geoid height was determined by GEOID03.
 QY0479
 QY0479.The dynamic height is computed by dividing the NAVD 88
 QY0479.geopotential number by the normal gravity value computed on the
 QY0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0479.degrees latitude (g = 980.6199 gals.).
 QY0479
 QY0479.The modeled gravity was interpolated from observed gravity values.
 QY0479
 QY0479;                    North         East    Units  Estimated Accuracy
 QY0479;SPC MT       -   198,980.      361,730.      MT  (+/- 180 meters Scaled)
 QY0479
 QY0479                          SUPERSEDED SURVEY CONTROL
 QY0479
 QY0479.No superseded survey control is available for this station.
 QY0479
 QY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR778950(NAD 83)
 QY0479_MARKER: DB = BENCH MARK DISK
 QY0479_SETTING: 66 = SET IN ROCK OUTCROP
 QY0479_SP_SET: ROCK
 QY0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0479+STABILITY: POSITION/ELEVATION WELL
 QY0479
 QY0479  HISTORY     - Date     Condition        Report By
 QY0479  HISTORY     - UNK      MONUMENTED       CGS
 QY0479  HISTORY     - 1931     GOOD             NGS
 QY0479  HISTORY     - 1961     MARK NOT FOUND   USGS
 QY0479
 QY0479                          STATION DESCRIPTION
 QY0479
 QY0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QY0479'2.25 MI SW FROM BUTTE.
 QY0479'ABOUT 2-1/4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 QY0479'THE STATION AT BUTTE, SILVER BOW COUNTY, AT A ROAD CROSSING, 46 FEET
 QY0479'NORTHWEST OF THE TRACK, 20 FEET NORTH OF THE RIGHT-OF-WAY, IN THE TOP
 QY0479'OF A LARGE BLACK GRANITE ROCK, AND ABOUT 3 FEET ABOVE THE BASE OF THE
 QY0479'RAIL.  A STANDARD DISK.
 QY0479
 QY0479                          STATION RECOVERY (1961)
 QY0479
 QY0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QY0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0282 ***********************************************************************
 SS0282  DESIGNATION -  B 3 W
 SS0282  PID         -  SS0282
 SS0282  STATE/COUNTY-  MT/FERGUS
 SS0282  USGS QUAD   -  STROUF ISLAND (1978)
 SS0282
 SS0282                         *CURRENT SURVEY CONTROL
 SS0282  ___________________________________________________________________
 SS0282* NAD 83(1986)-  47 23 06.     (N)    110 03 55.     (W)     SCALED    
 SS0282* NAVD 88     -      1115.529  (meters)    3659.86   (feet)  ADJUSTED  
 SS0282  ___________________________________________________________________
 SS0282  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS0282  DYNAMIC HT  -        1115.454 (meters)    3659.62  (feet)  COMP
 SS0282  MODELED GRAV-     980,506.5   (mgal)                       NAVD 88
 SS0282
 SS0282  VERT ORDER  -  SECOND    CLASS 0
 SS0282
 SS0282.The horizontal coordinates were scaled from a topographic map and have
 SS0282.an estimated accuracy of +/- 6 seconds.
 SS0282
 SS0282.The orthometric height was determined by differential leveling
 SS0282.and adjusted by the National Geodetic Survey in June 1991..
 SS0282
 SS0282.The geoid height was determined by GEOID03.
 SS0282
 SS0282.The dynamic height is computed by dividing the NAVD 88
 SS0282.geopotential number by the normal gravity value computed on the
 SS0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0282.degrees latitude (g = 980.6199 gals.).
 SS0282
 SS0282.The modeled gravity was interpolated from observed gravity values.
 SS0282
 SS0282;                    North         East    Units  Estimated Accuracy
 SS0282;SPC MT       -   348,510.      557,340.      MT  (+/- 180 meters Scaled)
 SS0282
 SS0282                          SUPERSEDED SURVEY CONTROL
 SS0282
 SS0282  NGVD 29 (??/??/92) 1114.674  (m)         3657.06   (f) ADJ UNCH    2 0
 SS0282
 SS0282.Superseded values are not recommended for survey control.
 SS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0282.See file dsdata.txt to determine how the superseded data were derived.
 SS0282
 SS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT705483(NAD 83)
 SS0282_MARKER: DS = TRIANGULATION STATION DISK
 SS0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0282_STAMPING: B 3 W 1961
 SS0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0282+STABILITY: SURFACE MOTION
 SS0282
 SS0282  HISTORY     - Date     Condition        Report By
 SS0282  HISTORY     - 1961     MONUMENTED       CGS
 SS0282
 SS0282                          STATION DESCRIPTION
 SS0282
 SS0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0282'5.55 MI NE FROM COFFEE CREEK.
 SS0282'ABOUT 2.2 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0282'ELEVATOR AT COFFEE CREEK, THENCE 2.55 MILES NORTHEAST ALONG A GRAVELED
 SS0282'ROAD, THENCE 0.8 MILE SOUTH ALONG A GRADED DIRT ROAD, IN SECTION 28, T
 SS0282'19 N, R 13 E, 350 FEET NORTH OF THE NORTHWEST CORNER OF A GROVE OF
 SS0282'TREES, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 84.4 FEET
 SS0282'SOUTHWEST OF AND ACROSS THE ROAD FROM B 3 W R.M. 1, 49.4 FEET NORTH OF
 SS0282'B 3 W R.M. 2, 4 FEET EAST OF A FENCE, 4.2 FEET EAST OF A METAL WITNESS
 SS0282'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0282'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0281 ***********************************************************************
 SS0281  DESIGNATION -  B 3 W RM 1
 SS0281  PID         -  SS0281
 SS0281  STATE/COUNTY-  MT/FERGUS
 SS0281  USGS QUAD   -  STROUF ISLAND (1978)
 SS0281
 SS0281                         *CURRENT SURVEY CONTROL
 SS0281  ___________________________________________________________________
 SS0281* NAD 83(1986)-  47 23 06.     (N)    110 03 55.     (W)     SCALED    
 SS0281* NAVD 88     -      1115.360  (meters)    3659.31   (feet)  ADJUSTED  
 SS0281  ___________________________________________________________________
 SS0281  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS0281  DYNAMIC HT  -        1115.285 (meters)    3659.06  (feet)  COMP
 SS0281  MODELED GRAV-     980,506.5   (mgal)                       NAVD 88
 SS0281
 SS0281  VERT ORDER  -  SECOND    CLASS 0
 SS0281
 SS0281.The horizontal coordinates were scaled from a topographic map and have
 SS0281.an estimated accuracy of +/- 6 seconds.
 SS0281
 SS0281.The orthometric height was determined by differential leveling
 SS0281.and adjusted by the National Geodetic Survey in June 1991..
 SS0281
 SS0281.The geoid height was determined by GEOID03.
 SS0281
 SS0281.The dynamic height is computed by dividing the NAVD 88
 SS0281.geopotential number by the normal gravity value computed on the
 SS0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0281.degrees latitude (g = 980.6199 gals.).
 SS0281
 SS0281.The modeled gravity was interpolated from observed gravity values.
 SS0281
 SS0281;                    North         East    Units  Estimated Accuracy
 SS0281;SPC MT       -   348,510.      557,340.      MT  (+/- 180 meters Scaled)
 SS0281
 SS0281                          SUPERSEDED SURVEY CONTROL
 SS0281
 SS0281  NGVD 29 (??/??/92) 1114.504  (m)         3656.50   (f) ADJ UNCH    2 0
 SS0281
 SS0281.Superseded values are not recommended for survey control.
 SS0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0281.See file dsdata.txt to determine how the superseded data were derived.
 SS0281
 SS0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT705483(NAD 83)
 SS0281_MARKER: DR = REFERENCE MARK DISK
 SS0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0281_STAMPING: B 3 W NO 1 1961
 SS0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0281+STABILITY: SURFACE MOTION
 SS0281
 SS0281  HISTORY     - Date     Condition        Report By
 SS0281  HISTORY     - 1961     MONUMENTED       CGS
 SS0281
 SS0281                          STATION DESCRIPTION
 SS0281
 SS0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0281'5.55 MI NE FROM COFFEE CREEK.
 SS0281'ABOUT 2.2 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0281'ELEVATOR AT COFFEE CREEK, THENCE 2.55 MILES NORTHEAST ALONG A GRAVELED
 SS0281'ROAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, IN SECTION 28, T
 SS0281'19 N, R 13 E, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 84.4 FEET
 SS0281'NORTHEAST OF AND ACROSS THE ROAD FROM B 3 W 1961, 1 1/2 FEET SOUTH OF
 SS0281'A POWER POLE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS0281'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0283 ***********************************************************************
 SS0283  DESIGNATION -  B 3 W RM 2
 SS0283  PID         -  SS0283
 SS0283  STATE/COUNTY-  MT/FERGUS
 SS0283  USGS QUAD   -  STROUF ISLAND (1978)
 SS0283
 SS0283                         *CURRENT SURVEY CONTROL
 SS0283  ___________________________________________________________________
 SS0283* NAD 83(1986)-  47 23 06.     (N)    110 03 55.     (W)     SCALED    
 SS0283* NAVD 88     -      1115.250  (meters)    3658.95   (feet)  ADJUSTED  
 SS0283  ___________________________________________________________________
 SS0283  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS0283  DYNAMIC HT  -        1115.175 (meters)    3658.70  (feet)  COMP
 SS0283  MODELED GRAV-     980,506.5   (mgal)                       NAVD 88
 SS0283
 SS0283  VERT ORDER  -  SECOND    CLASS 0
 SS0283
 SS0283.The horizontal coordinates were scaled from a topographic map and have
 SS0283.an estimated accuracy of +/- 6 seconds.
 SS0283
 SS0283.The orthometric height was determined by differential leveling
 SS0283.and adjusted by the National Geodetic Survey in June 1991..
 SS0283
 SS0283.The geoid height was determined by GEOID03.
 SS0283
 SS0283.The dynamic height is computed by dividing the NAVD 88
 SS0283.geopotential number by the normal gravity value computed on the
 SS0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0283.degrees latitude (g = 980.6199 gals.).
 SS0283
 SS0283.The modeled gravity was interpolated from observed gravity values.
 SS0283
 SS0283;                    North         East    Units  Estimated Accuracy
 SS0283;SPC MT       -   348,510.      557,340.      MT  (+/- 180 meters Scaled)
 SS0283
 SS0283                          SUPERSEDED SURVEY CONTROL
 SS0283
 SS0283  NGVD 29 (??/??/92) 1114.394  (m)         3656.14   (f) ADJ UNCH    2 0
 SS0283
 SS0283.Superseded values are not recommended for survey control.
 SS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0283.See file dsdata.txt to determine how the superseded data were derived.
 SS0283
 SS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT705483(NAD 83)
 SS0283_MARKER: DR = REFERENCE MARK DISK
 SS0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0283_STAMPING: B 3 W NO 2 1961
 SS0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0283+STABILITY: SURFACE MOTION
 SS0283
 SS0283  HISTORY     - Date     Condition        Report By
 SS0283  HISTORY     - 1961     MONUMENTED       CGS
 SS0283  HISTORY     - 1973     MARK NOT FOUND   USGS
 SS0283
 SS0283                          STATION DESCRIPTION
 SS0283
 SS0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0283'5.55 MI NE FROM COFFEE CREEK.
 SS0283'ABOUT 2.2 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0283'ELEVATOR AT COFFEE CREEK, THENCE 2.55 MILES NORTHEAST ALONG A GRAVELED
 SS0283'ROAD, THENCE 0.8 MILE SOUTH ALONG A GRADED DIRT ROAD, IN SECTION 28, T
 SS0283'19 N, R 13 E, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 49.4 FEET
 SS0283'SOUTH OF B 3 W 1961, 2 FEET EAST OF A FENCE, AND SET IN THE TOP OF A
 SS0283'CONCRETE POST FLUSH WITH THE GROUND.
 SS0283
 SS0283                          STATION RECOVERY (1973)
 SS0283
 SS0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SS0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0279 ***********************************************************************
 SS0279  DESIGNATION -  B 3 X
 SS0279  PID         -  SS0279
 SS0279  STATE/COUNTY-  MT/FERGUS
 SS0279  USGS QUAD   -  STROUF ISLAND (1978)
 SS0279
 SS0279                         *CURRENT SURVEY CONTROL
 SS0279  ___________________________________________________________________
 SS0279* NAD 83(1986)-  47 23 16.     (N)    110 04 17.     (W)     SCALED    
 SS0279* NAVD 88     -      1116.938  (meters)    3664.49   (feet)  ADJUSTED  
 SS0279  ___________________________________________________________________
 SS0279  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS0279  DYNAMIC HT  -        1116.864 (meters)    3664.24  (feet)  COMP
 SS0279  MODELED GRAV-     980,507.9   (mgal)                       NAVD 88
 SS0279
 SS0279  VERT ORDER  -  SECOND    CLASS 0
 SS0279
 SS0279.The horizontal coordinates were scaled from a topographic map and have
 SS0279.an estimated accuracy of +/- 6 seconds.
 SS0279
 SS0279.The orthometric height was determined by differential leveling
 SS0279.and adjusted by the National Geodetic Survey in June 1991..
 SS0279
 SS0279.The geoid height was determined by GEOID03.
 SS0279
 SS0279.The dynamic height is computed by dividing the NAVD 88
 SS0279.geopotential number by the normal gravity value computed on the
 SS0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0279.degrees latitude (g = 980.6199 gals.).
 SS0279
 SS0279.The modeled gravity was interpolated from observed gravity values.
 SS0279
 SS0279;                    North         East    Units  Estimated Accuracy
 SS0279;SPC MT       -   348,820.      556,880.      MT  (+/- 180 meters Scaled)
 SS0279
 SS0279                          SUPERSEDED SURVEY CONTROL
 SS0279
 SS0279  NGVD 29 (??/??/92) 1116.083  (m)         3661.68   (f) ADJ UNCH    2 0
 SS0279
 SS0279.Superseded values are not recommended for survey control.
 SS0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0279.See file dsdata.txt to determine how the superseded data were derived.
 SS0279
 SS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT700486(NAD 83)
 SS0279_MARKER: DS = TRIANGULATION STATION DISK
 SS0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0279_STAMPING: B 3 X 1961
 SS0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0279+STABILITY: SURFACE MOTION
 SS0279
 SS0279  HISTORY     - Date     Condition        Report By
 SS0279  HISTORY     - 1961     MONUMENTED       CGS
 SS0279
 SS0279                          STATION DESCRIPTION
 SS0279
 SS0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0279'5.65 MI NE FROM COFFEE CREEK.
 SS0279'ABOUT 2.2 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0279'ELEVATOR AT COFFEE CREEK, THENCE 2.55 MILES NORTHEAST ALONG A GRAVELED
 SS0279'ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE
 SS0279'WEST ALONG A TRAIL ROAD PARALLELING THE NORTH SIDE OF A FENCE, IN
 SS0279'SECTION 28, T 19 N, R 13 E, 0.15 MILE SOUTHWEST OF A PRIVATE STOCK
 SS0279'POND, 14 1/2 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 35.3
 SS0279'FEET WEST OF B 3 X R.M. 1, 35.9 FEET SOUTH OF B 3 X R.M. 2, 4 FEET
 SS0279'NORTH OF A FENCE, 4.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN
 SS0279'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0278 ***********************************************************************
 SS0278  DESIGNATION -  B 3 X RM 1
 SS0278  PID         -  SS0278
 SS0278  STATE/COUNTY-  MT/FERGUS
 SS0278  USGS QUAD   -  STROUF ISLAND (1978)
 SS0278
 SS0278                         *CURRENT SURVEY CONTROL
 SS0278  ___________________________________________________________________
 SS0278* NAD 83(1986)-  47 23 16.     (N)    110 04 17.     (W)     SCALED    
 SS0278* NAVD 88     -      1117.008  (meters)    3664.72   (feet)  ADJUSTED  
 SS0278  ___________________________________________________________________
 SS0278  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS0278  DYNAMIC HT  -        1116.934 (meters)    3664.47  (feet)  COMP
 SS0278  MODELED GRAV-     980,507.9   (mgal)                       NAVD 88
 SS0278
 SS0278  VERT ORDER  -  SECOND    CLASS 0
 SS0278
 SS0278.The horizontal coordinates were scaled from a topographic map and have
 SS0278.an estimated accuracy of +/- 6 seconds.
 SS0278
 SS0278.The orthometric height was determined by differential leveling
 SS0278.and adjusted by the National Geodetic Survey in June 1991..
 SS0278
 SS0278.The geoid height was determined by GEOID03.
 SS0278
 SS0278.The dynamic height is computed by dividing the NAVD 88
 SS0278.geopotential number by the normal gravity value computed on the
 SS0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0278.degrees latitude (g = 980.6199 gals.).
 SS0278
 SS0278.The modeled gravity was interpolated from observed gravity values.
 SS0278
 SS0278;                    North         East    Units  Estimated Accuracy
 SS0278;SPC MT       -   348,820.      556,880.      MT  (+/- 180 meters Scaled)
 SS0278
 SS0278                          SUPERSEDED SURVEY CONTROL
 SS0278
 SS0278  NGVD 29 (??/??/92) 1116.154  (m)         3661.92   (f) ADJ UNCH    2 0
 SS0278
 SS0278.Superseded values are not recommended for survey control.
 SS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0278.See file dsdata.txt to determine how the superseded data were derived.
 SS0278
 SS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT700486(NAD 83)
 SS0278_MARKER: DR = REFERENCE MARK DISK
 SS0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0278_STAMPING: B 3 X NO 1 1961
 SS0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0278+STABILITY: SURFACE MOTION
 SS0278
 SS0278  HISTORY     - Date     Condition        Report By
 SS0278  HISTORY     - 1961     MONUMENTED       CGS
 SS0278
 SS0278                          STATION DESCRIPTION
 SS0278
 SS0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0278'5.65 MI NE FROM COFFEE CREEK.
 SS0278'ABOUT 2.2 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0278'ELEVATOR AT COFFEE CREEK, THENCE 2.55 MILES NORTHEAST ALONG A GRAVELED
 SS0278'ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE
 SS0278'WEST ALONG A TRAIL ROAD PARALLELING THE NORTH SIDE OF A FENCE, IN
 SS0278'SECTION 28, T 19 N, R 13 E, 0.15 MILE SOUTHWEST OF A PRIVATE STOCK
 SS0278'POND, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 35.3 FEET EAST OF
 SS0278'B 3 X 1961, 1 1/2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A
 SS0278'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0280 ***********************************************************************
 SS0280  DESIGNATION -  B 3 X RM 2
 SS0280  PID         -  SS0280
 SS0280  STATE/COUNTY-  MT/FERGUS
 SS0280  USGS QUAD   -  STROUF ISLAND (1978)
 SS0280
 SS0280                         *CURRENT SURVEY CONTROL
 SS0280  ___________________________________________________________________
 SS0280* NAD 83(1986)-  47 23 16.     (N)    110 04 18.     (W)     SCALED    
 SS0280* NAVD 88     -      1116.465  (meters)    3662.94   (feet)  ADJUSTED  
 SS0280  ___________________________________________________________________
 SS0280  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS0280  DYNAMIC HT  -        1116.392 (meters)    3662.70  (feet)  COMP
 SS0280  MODELED GRAV-     980,508.0   (mgal)                       NAVD 88
 SS0280
 SS0280  VERT ORDER  -  SECOND    CLASS 0
 SS0280
 SS0280.The horizontal coordinates were scaled from a topographic map and have
 SS0280.an estimated accuracy of +/- 6 seconds.
 SS0280
 SS0280.The orthometric height was determined by differential leveling
 SS0280.and adjusted by the National Geodetic Survey in June 1991..
 SS0280
 SS0280.The geoid height was determined by GEOID03.
 SS0280
 SS0280.The dynamic height is computed by dividing the NAVD 88
 SS0280.geopotential number by the normal gravity value computed on the
 SS0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0280.degrees latitude (g = 980.6199 gals.).
 SS0280
 SS0280.The modeled gravity was interpolated from observed gravity values.
 SS0280
 SS0280;                    North         East    Units  Estimated Accuracy
 SS0280;SPC MT       -   348,820.      556,860.      MT  (+/- 180 meters Scaled)
 SS0280
 SS0280                          SUPERSEDED SURVEY CONTROL
 SS0280
 SS0280  NGVD 29 (??/??/92) 1115.611  (m)         3660.13   (f) ADJ UNCH    2 0
 SS0280
 SS0280.Superseded values are not recommended for survey control.
 SS0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0280.See file dsdata.txt to determine how the superseded data were derived.
 SS0280
 SS0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT700486(NAD 83)
 SS0280_MARKER: DR = REFERENCE MARK DISK
 SS0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0280_STAMPING: B 3 X NO 2 1961
 SS0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0280+STABILITY: SURFACE MOTION
 SS0280
 SS0280  HISTORY     - Date     Condition        Report By
 SS0280  HISTORY     - 1961     MONUMENTED       CGS
 SS0280
 SS0280                          STATION DESCRIPTION
 SS0280
 SS0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0280'5.65 MI NE FROM COFFEE CREEK.
 SS0280'ABOUT 2.2 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0280'ELEVATOR AT COFFEE CREEK, THENCE 2.55 MILES NORTHEAST ALONG A GRAVELED
 SS0280'ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE
 SS0280'WEST ALONG A TRAIL ROAD PARALLELING THE NORTH SIDE OF A FENCE, IN
 SS0280'SECTION 28, T 19 N, R 13 E, 0.15 MILE SOUTHWEST OF A PRIVATE STOCK
 SS0280'POND, 21 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 35.9 FEET
 SS0280'NORTH OF B 3 X 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SS0280'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0161 ***********************************************************************
 RY0161  DESIGNATION -  B 300
 RY0161  PID         -  RY0161
 RY0161  STATE/COUNTY-  MT/RAVALLI
 RY0161  USGS QUAD   -  DARBY (1964)
 RY0161
 RY0161                         *CURRENT SURVEY CONTROL
 RY0161  ___________________________________________________________________
 RY0161* NAD 83(1986)-  46 06 51.     (N)    114 14 08.     (W)     SCALED    
 RY0161* NAVD 88     -      1249.984  (meters)    4100.99   (feet)  ADJUSTED  
 RY0161  ___________________________________________________________________
 RY0161  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 RY0161  DYNAMIC HT  -        1249.621 (meters)    4099.80  (feet)  COMP
 RY0161  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 RY0161
 RY0161  VERT ORDER  -  SECOND    CLASS 0
 RY0161
 RY0161.The horizontal coordinates were scaled from a topographic map and have
 RY0161.an estimated accuracy of +/- 6 seconds.
 RY0161
 RY0161.The orthometric height was determined by differential leveling
 RY0161.and adjusted by the National Geodetic Survey in June 1991..
 RY0161
 RY0161.The geoid height was determined by GEOID03.
 RY0161
 RY0161.The dynamic height is computed by dividing the NAVD 88
 RY0161.geopotential number by the normal gravity value computed on the
 RY0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0161.degrees latitude (g = 980.6199 gals.).
 RY0161
 RY0161.The modeled gravity was interpolated from observed gravity values.
 RY0161
 RY0161;                    North         East    Units  Estimated Accuracy
 RY0161;SPC MT       -   218,220.      234,320.      MT  (+/- 180 meters Scaled)
 RY0161
 RY0161                          SUPERSEDED SURVEY CONTROL
 RY0161
 RY0161  NGVD 29 (??/??/92) 1248.863  (m)         4097.31   (f) ADJ UNCH    2 0
 RY0161
 RY0161.Superseded values are not recommended for survey control.
 RY0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0161.See file dsdata.txt to determine how the superseded data were derived.
 RY0161
 RY0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM136104(NAD 83)
 RY0161_MARKER: DB = BENCH MARK DISK
 RY0161_SETTING: 80 = SET IN A BOULDER
 RY0161_STAMPING: B 300 1964
 RY0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0161+STABILITY: SURFACE MOTION
 RY0161
 RY0161  HISTORY     - Date     Condition        Report By
 RY0161  HISTORY     - 1964     MONUMENTED       CGS
 RY0161  HISTORY     - 1965     GOOD             NGS
 RY0161
 RY0161                          STATION DESCRIPTION
 RY0161
 RY0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0161'10.0 MI NW FROM DARBY.
 RY0161'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0161'THENCE 3.0 MILES WEST ALONG LOST HORSE ROAD, ABOUT 0.7 MILE SOUTHWEST
 RY0161'OF THE JUNCTION OF MOOSE RIDGE ROAD, AT THE APPROXIMATE CENTER OF A
 RY0161'SHORT S CURVE, IN THE TOP OF A 12-FOOT SQUARE BOULDER WHICH PROJECTS
 RY0161'ABOUT 2 FEET ABOVE THE GROUND, 30 FEET NORTH OF THE CENTER LINE OF THE
 RY0161'ROAD, 5.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BOULDER, AND
 RY0161'ABOUT 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0050 ***********************************************************************
 SP0050  DESIGNATION -  B 31
 SP0050  PID         -  SP0050
 SP0050  STATE/COUNTY-  MT/DAWSON
 SP0050  USGS QUAD   -  GLENDIVE (1967)
 SP0050
 SP0050                         *CURRENT SURVEY CONTROL
 SP0050  ___________________________________________________________________
 SP0050* NAD 83(1986)-  47 06 17.     (N)    104 42 56.     (W)     SCALED    
 SP0050* NAVD 88     -       633.367  (meters)    2077.97   (feet)  ADJUSTED  
 SP0050  ___________________________________________________________________
 SP0050  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SP0050  DYNAMIC HT  -         633.385 (meters)    2078.03  (feet)  COMP
 SP0050  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 SP0050
 SP0050  VERT ORDER  -  FIRST     CLASS II
 SP0050
 SP0050.The horizontal coordinates were scaled from a topographic map and have
 SP0050.an estimated accuracy of +/- 6 seconds.
 SP0050
 SP0050.The orthometric height was determined by differential leveling
 SP0050.and adjusted by the National Geodetic Survey in June 1991..
 SP0050
 SP0050.The geoid height was determined by GEOID03.
 SP0050
 SP0050.The dynamic height is computed by dividing the NAVD 88
 SP0050.geopotential number by the normal gravity value computed on the
 SP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0050.degrees latitude (g = 980.6199 gals.).
 SP0050
 SP0050.The modeled gravity was interpolated from observed gravity values.
 SP0050
 SP0050;                    North         East    Units  Estimated Accuracy
 SP0050;SPC MT       -   328,290.      962,730.      MT  (+/- 180 meters Scaled)
 SP0050
 SP0050                          SUPERSEDED SURVEY CONTROL
 SP0050
 SP0050  NGVD 29 (??/??/92)  632.819  (m)         2076.17   (f) ADJ UNCH    1 2
 SP0050
 SP0050.Superseded values are not recommended for survey control.
 SP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0050.See file dsdata.txt to determine how the superseded data were derived.
 SP0050
 SP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN215168(NAD 83)
 SP0050_MARKER: DB = BENCH MARK DISK
 SP0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SP0050_SP_SET: BUILDING
 SP0050_STAMPING: B 31 2076.193
 SP0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0050
 SP0050  HISTORY     - Date     Condition        Report By
 SP0050  HISTORY     - UNK      MONUMENTED       CGS
 SP0050  HISTORY     - 1960     GOOD             NGS
 SP0050
 SP0050                          STATION DESCRIPTION
 SP0050
 SP0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SP0050'IN GLENDIVE.
 SP0050'0.15 MILE SOUTH ALONG MERRILL AVENUE FROM THE NORTHERN PACIFIC RAILWAY
 SP0050'STATION AT GLENDIVE, THENCE 0.1 MILE WEST ALONG BELL STREET, AT THE
 SP0050'NORTHEAST CORNER OF THE COUNTY COURTHOUSE, IN SECTION 35, R 55 E, T 16
 SP0050'N, SET VERTICALLY 2.5 FEET ABOVE THE GROUND IN THE NORTH BRICK FACE OF
 SP0050'THE COURTHOUSE, 61 FEET SOUTH OF THE CENTER LINE OF BELL STREET, 19
 SP0050'FEET EAST OF THE EAST EDGE OF THE MORE EASTERLY OF THE 2 NORTH
 SP0050'ENTRANCES TO THE COURTHOUSE, AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0051 ***********************************************************************
 SP0051  DESIGNATION -  B 31 RESET
 SP0051  PID         -  SP0051
 SP0051  STATE/COUNTY-  MT/DAWSON
 SP0051  USGS QUAD   -  GLENDIVE (1967)
 SP0051
 SP0051                         *CURRENT SURVEY CONTROL
 SP0051  ___________________________________________________________________
 SP0051* NAD 83(1986)-  47 06 18.     (N)    104 42 52.     (W)     SCALED    
 SP0051* NAVD 88     -       633.774  (meters)    2079.31   (feet)  ADJUSTED  
 SP0051  ___________________________________________________________________
 SP0051  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SP0051  DYNAMIC HT  -         633.792 (meters)    2079.37  (feet)  COMP
 SP0051  MODELED GRAV-     980,620.8   (mgal)                       NAVD 88
 SP0051
 SP0051  VERT ORDER  -  FIRST     CLASS II
 SP0051
 SP0051.The horizontal coordinates were scaled from a topographic map and have
 SP0051.an estimated accuracy of +/- 6 seconds.
 SP0051
 SP0051.The orthometric height was determined by differential leveling
 SP0051.and adjusted by the National Geodetic Survey in June 1991..
 SP0051
 SP0051.The geoid height was determined by GEOID03.
 SP0051
 SP0051.The dynamic height is computed by dividing the NAVD 88
 SP0051.geopotential number by the normal gravity value computed on the
 SP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0051.degrees latitude (g = 980.6199 gals.).
 SP0051
 SP0051.The modeled gravity was interpolated from observed gravity values.
 SP0051
 SP0051;                    North         East    Units  Estimated Accuracy
 SP0051;SPC MT       -   328,330.      962,810.      MT  (+/- 180 meters Scaled)
 SP0051
 SP0051                          SUPERSEDED SURVEY CONTROL
 SP0051
 SP0051  NGVD 29 (??/??/??)  633.23   (m)         2077.5    (f) RESET       3  
 SP0051
 SP0051.Superseded values are not recommended for survey control.
 SP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0051.See file dsdata.txt to determine how the superseded data were derived.
 SP0051
 SP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN216168(NAD 83)
 SP0051_MARKER: DB = BENCH MARK DISK
 SP0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SP0051_SP_SET: BUILDING
 SP0051_STAMPING: B 31 RESET 1962
 SP0051_MARK LOGO: CGS   
 SP0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0051
 SP0051  HISTORY     - Date     Condition        Report By
 SP0051  HISTORY     - 1962     MONUMENTED       MTDH
 SP0051  HISTORY     - 1981     GOOD             NGS
 SP0051  HISTORY     - 1981     GOOD             NGS
 SP0051  HISTORY     - 1982     GOOD             NGS
 SP0051
 SP0051                          STATION DESCRIPTION
 SP0051
 SP0051'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1962
 SP0051'IN GLENDIVE.
 SP0051'AT GLENDIVE, AT THE COUNTY COURTHOUSE, AND SET VERTICALLY IN THE EAST
 SP0051'WALL OF THE BELL STREET ENTRANCE TO COUNTY COURTHOUSE UNDER DEDICATION
 SP0051'STONE, AND 2 FEET ABOVE ENTRANCE LANDING.
 SP0051
 SP0051                          STATION RECOVERY (1981)
 SP0051
 SP0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SP0051'RECOVERED IN GOOD CONDITION.
 SP0051
 SP0051                          STATION RECOVERY (1981)
 SP0051
 SP0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SP0051'RECOVERED IN GOOD CONDITION.
 SP0051
 SP0051                          STATION RECOVERY (1982)
 SP0051
 SP0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SP0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0461 ***********************************************************************
 RX0461  DESIGNATION -  B 310
 RX0461  PID         -  RX0461
 RX0461  STATE/COUNTY-  MT/POWELL
 RX0461  USGS QUAD   -  GARRISON (1989)
 RX0461
 RX0461                         *CURRENT SURVEY CONTROL
 RX0461  ___________________________________________________________________
 RX0461* NAD 83(1986)-  46 32 53.     (N)    112 51 28.     (W)     SCALED    
 RX0461* NAVD 88     -      1304.091  (meters)    4278.51   (feet)  POSTED    
 RX0461  ___________________________________________________________________
 RX0461  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 RX0461  DYNAMIC HT  -        1303.780 (meters)    4277.48  (feet)  COMP
 RX0461  MODELED GRAV-     980,331.6   (mgal)                       NAVD 88
 RX0461
 RX0461  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RX0461
 RX0461.The horizontal coordinates were scaled from a topographic map and have
 RX0461.an estimated accuracy of +/- 6 seconds.
 RX0461
 RX0461.The orthometric height was determined by differential leveling
 RX0461.and adjusted by the National Geodetic Survey in 1992..
 RX0461.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RX0461.rate of 3.1 thru 4.0 mm/km.
 RX0461
 RX0461.The geoid height was determined by GEOID03.
 RX0461
 RX0461.The dynamic height is computed by dividing the NAVD 88
 RX0461.geopotential number by the normal gravity value computed on the
 RX0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0461.degrees latitude (g = 980.6199 gals.).
 RX0461
 RX0461.The modeled gravity was interpolated from observed gravity values.
 RX0461
 RX0461;                    North         East    Units  Estimated Accuracy
 RX0461;SPC MT       -   260,880.      342,700.      MT  (+/- 180 meters Scaled)
 RX0461
 RX0461                          SUPERSEDED SURVEY CONTROL
 RX0461
 RX0461  NGVD 29 (??/??/92) 1302.967  (m)         4274.82   (f) ADJ UNCH    1 2
 RX0461
 RX0461.Superseded values are not recommended for survey control.
 RX0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0461.See file dsdata.txt to determine how the superseded data were derived.
 RX0461
 RX0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS575566(NAD 83)
 RX0461_MARKER: DB = BENCH MARK DISK
 RX0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0461_SP_SET: FOUNDATION
 RX0461_STAMPING: B 310 1959
 RX0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0461
 RX0461  HISTORY     - Date     Condition        Report By
 RX0461  HISTORY     - 1959     MONUMENTED       CGS
 RX0461
 RX0461                          STATION DESCRIPTION
 RX0461
 RX0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0461'2.95 MI NW FROM GARRISON.
 RX0461'ABOUT 2.95 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0461'THE STATION AT GARRISON, 11 POLES SOUTHEAST OF MILEPOST 54, IN SECTION
 RX0461'9, T 9 N, R 10 W, AT AN OVERHEAD SIGNAL TOWER, IN THE TOP OF THE NORTH
 RX0461'CORNER OF THE CONCRETE FOUNDATION OF THE TOWER, PROJECTING ABOUT 18
 RX0461'INCHES, AND 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0530 ***********************************************************************
 RX0530  DESIGNATION -  B 311
 RX0530  PID         -  RX0530
 RX0530  STATE/COUNTY-  MT/GRANITE
 RX0530  USGS QUAD   -  BEARMOUTH (1989)
 RX0530
 RX0530                         *CURRENT SURVEY CONTROL
 RX0530  ___________________________________________________________________
 RX0530* NAD 83(1986)-  46 41 52.     (N)    113 20 43.     (W)     SCALED    
 RX0530* NAVD 88     -      1154.621  (meters)    3788.12   (feet)  ADJUSTED  
 RX0530  ___________________________________________________________________
 RX0530  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 RX0530  DYNAMIC HT  -        1154.385 (meters)    3787.34  (feet)  COMP
 RX0530  MODELED GRAV-     980,371.1   (mgal)                       NAVD 88
 RX0530
 RX0530  VERT ORDER  -  FIRST     CLASS II
 RX0530
 RX0530.The horizontal coordinates were scaled from a topographic map and have
 RX0530.an estimated accuracy of +/- 6 seconds.
 RX0530
 RX0530.The orthometric height was determined by differential leveling
 RX0530.and adjusted by the National Geodetic Survey in June 1991..
 RX0530
 RX0530.The geoid height was determined by GEOID03.
 RX0530
 RX0530.The dynamic height is computed by dividing the NAVD 88
 RX0530.geopotential number by the normal gravity value computed on the
 RX0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0530.degrees latitude (g = 980.6199 gals.).
 RX0530
 RX0530.The modeled gravity was interpolated from observed gravity values.
 RX0530
 RX0530;                    North         East    Units  Estimated Accuracy
 RX0530;SPC MT       -   279,210.      306,190.      MT  (+/- 180 meters Scaled)
 RX0530
 RX0530                          SUPERSEDED SURVEY CONTROL
 RX0530
 RX0530  NGVD 29 (??/??/92) 1153.552  (m)         3784.61   (f) ADJ UNCH    1 2
 RX0530
 RX0530.Superseded values are not recommended for survey control.
 RX0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0530.See file dsdata.txt to determine how the superseded data were derived.
 RX0530
 RX0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS206742(NAD 83)
 RX0530_MARKER: DB = BENCH MARK DISK
 RX0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0530_STAMPING: B 311 1959
 RX0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0530+STABILITY: SURFACE MOTION
 RX0530
 RX0530  HISTORY     - Date     Condition        Report By
 RX0530  HISTORY     - 1959     MONUMENTED       CGS
 RX0530  HISTORY     - 1979     GOOD             NGS
 RX0530
 RX0530                          STATION DESCRIPTION
 RX0530
 RX0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0530'0.9 MI W FROM BEARMOUTH.
 RX0530'ABOUT 0.9 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0530'STATION AT BEARMOUTH, ACROSS THE TRACKS FROM MILEPOST 82, IN THE WEST
 RX0530'SIDE OF SECTION 22, T 11 N, R 14 W, 334 FEET SOUTHEAST OF THE
 RX0530'SOUTHEAST RAIL OF THE MAIN TRACK, 129 FEET SOUTHEAST OF THE SOUTHEAST
 RX0530'RAIL OF THE MAIN TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RX0530'RAILROAD, 36 FEET SOUTHEAST OF A FENCE, 25 FEET SOUTHEAST OF THE
 RX0530'CENTER LINE OF A TRACK ROAD, 18 1/2 FEET NORTHEAST OF THE CENTER LINE
 RX0530'OF A GATE, 2 FEET NORTHWEST OF A FENCE, 2.0 FEET EAST OF A METAL
 RX0530'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 RX0530'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 RX0530
 RX0530                          STATION RECOVERY (1979)
 RX0530
 RX0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0530'CHANGE MILEAGE HEADING TO--9.95 MILES WEST ALONG US HIGHWAY 90 FROM
 RX0530'ITS JUNCTION WITH STATE HIGHWAY 10A AT DRUMMOND, THENCE 0.95 MILE
 RX0530'SOUTHWEST ALONG A TRACK ROAD PARALELLING THE CHICAGO MILWAUKEE AND
 RX0530'ST. PAUL RAILROAD, SET AT THE WEST END OF A CUT BANK FROM THE ROAD,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0655 ***********************************************************************
 RX0655  DESIGNATION -  B 312
 RX0655  PID         -  RX0655
 RX0655  STATE/COUNTY-  MT/MISSOULA
 RX0655  USGS QUAD   -  BONNER (1978)
 RX0655
 RX0655                         *CURRENT SURVEY CONTROL
 RX0655  ___________________________________________________________________
 RX0655* NAD 83(1986)-  46 48 51.     (N)    113 47 25.     (W)     SCALED    
 RX0655* NAVD 88     -      1023.784  (meters)    3358.86   (feet)  ADJUSTED  
 RX0655  ___________________________________________________________________
 RX0655  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 RX0655  DYNAMIC HT  -        1023.615 (meters)    3358.31  (feet)  COMP
 RX0655  MODELED GRAV-     980,415.3   (mgal)                       NAVD 88
 RX0655
 RX0655  VERT ORDER  -  FIRST     CLASS II
 RX0655
 RX0655.The horizontal coordinates were scaled from a topographic map and have
 RX0655.an estimated accuracy of +/- 6 seconds.
 RX0655
 RX0655.The orthometric height was determined by differential leveling
 RX0655.and adjusted by the National Geodetic Survey in June 1991..
 RX0655
 RX0655.The geoid height was determined by GEOID03.
 RX0655
 RX0655.The dynamic height is computed by dividing the NAVD 88
 RX0655.geopotential number by the normal gravity value computed on the
 RX0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0655.degrees latitude (g = 980.6199 gals.).
 RX0655
 RX0655.The modeled gravity was interpolated from observed gravity values.
 RX0655
 RX0655;                    North         East    Units  Estimated Accuracy
 RX0655;SPC MT       -   293,890.      272,930.      MT  (+/- 180 meters Scaled)
 RX0655
 RX0655                          SUPERSEDED SURVEY CONTROL
 RX0655
 RX0655  NGVD 29 (??/??/92) 1022.724  (m)         3355.39   (f) ADJ UNCH    1 2
 RX0655
 RX0655.Superseded values are not recommended for survey control.
 RX0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0655.See file dsdata.txt to determine how the superseded data were derived.
 RX0655
 RX0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS871882(NAD 83)
 RX0655_MARKER: DB = BENCH MARK DISK
 RX0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0655_STAMPING: B 312 1959
 RX0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0655+STABILITY: SURFACE MOTION
 RX0655
 RX0655  HISTORY     - Date     Condition        Report By
 RX0655  HISTORY     - 1959     MONUMENTED       CGS
 RX0655  HISTORY     - 1979     GOOD             NGS
 RX0655
 RX0655                          STATION DESCRIPTION
 RX0655
 RX0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0655'5.4 MI SE FROM BONNER.
 RX0655'ABOUT 5.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0655'STATION AT BONNER, 9 1/2 POLES SOUTHEAST OF MILEPOST 108, AT THE
 RX0655'NORTHWEST END OF A STEEP CUT ON THE NORTHEAST SIDE OF U. S. HIGHWAY
 RX0655'10, IN SECTION 7, T 12 N, R 17 W, 153 1/2 FEET NORTHEAST OF THE
 RX0655'NORTHEAST RAIL OF THE MAIN TRACK, 100 FEET NORTHEAST OF THE CENTER
 RX0655'LINE OF THE HIGHWAY, 40 FEET NORTHWEST OF A GROUP OF 4 LARGE
 RX0655'COTTONWOOD TREES, 22 FEET SOUTHWEST OF THE CENTER LINE OF AN ABANDONED
 RX0655'ROAD, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE
 RX0655'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 RX0655'INCHES.
 RX0655
 RX0655                          STATION RECOVERY (1979)
 RX0655
 RX0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0655'SUBSTITUTE NEW DIRECTION--5.5 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY
 RX0655'10 FROM THE OLD RAILROAD STATION IN BONNER, 0.2 MILE SOUTHEAST OF
 RX0655'MILE POST 108.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0456 ***********************************************************************
 RX0456  DESIGNATION -  B 313
 RX0456  PID         -  RX0456
 RX0456  STATE/COUNTY-  MT/POWELL
 RX0456  USGS QUAD   -  GARRISON (1989)
 RX0456
 RX0456                         *CURRENT SURVEY CONTROL
 RX0456  ___________________________________________________________________
 RX0456* NAD 83(1986)-  46 30 45.     (N)    112 47 16.     (W)     SCALED    
 RX0456* NAVD 88     -      1326.836  (meters)    4353.13   (feet)  ADJUSTED  
 RX0456  ___________________________________________________________________
 RX0456  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0456  DYNAMIC HT  -        1326.515 (meters)    4352.07  (feet)  COMP
 RX0456  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 RX0456
 RX0456  VERT ORDER  -  FIRST     CLASS II
 RX0456
 RX0456.The horizontal coordinates were scaled from a topographic map and have
 RX0456.an estimated accuracy of +/- 6 seconds.
 RX0456
 RX0456.The orthometric height was determined by differential leveling
 RX0456.and adjusted by the National Geodetic Survey in June 1991..
 RX0456
 RX0456.The geoid height was determined by GEOID03.
 RX0456
 RX0456.The dynamic height is computed by dividing the NAVD 88
 RX0456.geopotential number by the normal gravity value computed on the
 RX0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0456.degrees latitude (g = 980.6199 gals.).
 RX0456
 RX0456.The modeled gravity was interpolated from observed gravity values.
 RX0456
 RX0456;                    North         East    Units  Estimated Accuracy
 RX0456;SPC MT       -   256,710.      347,900.      MT  (+/- 180 meters Scaled)
 RX0456
 RX0456                          SUPERSEDED SURVEY CONTROL
 RX0456
 RX0456  NGVD 29 (??/??/92) 1325.684  (m)         4349.35   (f) ADJ UNCH    1 2
 RX0456
 RX0456.Superseded values are not recommended for survey control.
 RX0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0456.See file dsdata.txt to determine how the superseded data were derived.
 RX0456
 RX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS628525(NAD 83)
 RX0456_MARKER: DB = BENCH MARK DISK
 RX0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0456_STAMPING: B 313 1959
 RX0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0456+STABILITY: SURFACE MOTION
 RX0456
 RX0456  HISTORY     - Date     Condition        Report By
 RX0456  HISTORY     - 1959     MONUMENTED       CGS
 RX0456  HISTORY     - 19851106 MARK NOT FOUND   USGS
 RX0456  HISTORY     - 19851106 MARK NOT FOUND   USPSQD
 RX0456
 RX0456                          STATION DESCRIPTION
 RX0456
 RX0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0456'1.65 MI SE FROM GARRISON.
 RX0456'ABOUT 1.65 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0456'THE STATION AT GARRISON, IN SECTION 24, R 10 W, T 9 N, 27 FEET EAST OF
 RX0456'THE 3RD POLE SDOUTHEAST OF  MILEPOST 50, 46 FEET NORTHEAST OF THE
 RX0456'NORTHEAST RAIL, 1.6 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A
 RX0456'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IN
 RX0456'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RX0456
 RX0456                          STATION RECOVERY (1985)
 RX0456
 RX0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (TGO)
 RX0456'MARK NOT FOUND.
 RX0456
 RX0456                          STATION RECOVERY (1985)
 RX0456
 RX0456'RECOVERY NOTE BY US POWER SQUADRON 1985 (TGO)
 RX0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0373 ***********************************************************************
 RX0373  DESIGNATION -  B 314
 RX0373  PID         -  RX0373
 RX0373  STATE/COUNTY-  MT/DEER LODGE
 RX0373  USGS QUAD   -  WARM SPRINGS (1989)
 RX0373
 RX0373                         *CURRENT SURVEY CONTROL
 RX0373  ___________________________________________________________________
 RX0373* NAD 83(1986)-  46 10 10.     (N)    112 47 27.     (W)     SCALED    
 RX0373* NAVD 88     -      1476.181  (meters)    4843.10   (feet)  ADJUSTED  
 RX0373  ___________________________________________________________________
 RX0373  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 RX0373  DYNAMIC HT  -        1475.677 (meters)    4841.45  (feet)  COMP
 RX0373  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 RX0373  OBS GRAVITY -     980,220.1   (mgal)                       GRAV_OBS
 RX0373
 RX0373  VERT ORDER  -  FIRST     CLASS II
 RX0373
 RX0373.The horizontal coordinates were scaled from a topographic map and have
 RX0373.an estimated accuracy of +/- 6 seconds.
 RX0373
 RX0373.The orthometric height was determined by differential leveling
 RX0373.and adjusted by the National Geodetic Survey in June 1991..
 RX0373
 RX0373.The geoid height was determined by GEOID03.
 RX0373
 RX0373.The dynamic height is computed by dividing the NAVD 88
 RX0373.geopotential number by the normal gravity value computed on the
 RX0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0373.degrees latitude (g = 980.6199 gals.).
 RX0373
 RX0373.The modeled gravity was interpolated from observed gravity values.
 RX0373.The observed gravity was obtained from relative gravimeter ties
 RX0373.to the IGSN71 gravity network.
 RX0373
 RX0373;                    North         East    Units  Estimated Accuracy
 RX0373;SPC MT       -   218,640.      346,060.      MT  (+/- 180 meters Scaled)
 RX0373
 RX0373                          SUPERSEDED SURVEY CONTROL
 RX0373
 RX0373  NGVD 29 (??/??/92) 1474.959  (m)         4839.09   (f) ADJ UNCH    1 2
 RX0373
 RX0373.Superseded values are not recommended for survey control.
 RX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0373.See file dsdata.txt to determine how the superseded data were derived.
 RX0373
 RX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS617144(NAD 83)
 RX0373_MARKER: DB = BENCH MARK DISK
 RX0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0373_STAMPING: B 314 1959
 RX0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0373+STABILITY: SURFACE MOTION
 RX0373
 RX0373  HISTORY     - Date     Condition        Report By
 RX0373  HISTORY     - 1959     MONUMENTED       CGS
 RX0373  HISTORY     - 1979     GOOD             NGS
 RX0373  HISTORY     - 1987     GOOD             USPSQD
 RX0373
 RX0373                          STATION DESCRIPTION
 RX0373
 RX0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0373'0.8 MI S FROM WARM SPRINGS.
 RX0373'ABOUT 0.8 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0373'STATION AT WARM SPRINGS, IN SECTION 24, R 10 W, T 5 N, 46 FEET EAST OF
 RX0373'THE EAST RAIL, 84 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 48,
 RX0373'17 FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE, 1.6 FEET
 RX0373'NORTH OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE
 RX0373'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 RX0373
 RX0373                          STATION RECOVERY (1979)
 RX0373
 RX0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0373'OMIT--RAILROAD STATION, ADD--POST OFFICE IN ITS PLACE.
 RX0373
 RX0373                          STATION RECOVERY (1987)
 RX0373
 RX0373'RECOVERY NOTE BY US POWER SQUADRON 1987 (DJW)
 RX0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0292 ***********************************************************************
 RX0292  DESIGNATION -  B 315
 RX0292  PID         -  RX0292
 RX0292  STATE/COUNTY-  MT/SILVER BOW
 RX0292  USGS QUAD   -  ELK PARK PASS (1996)
 RX0292
 RX0292                         *CURRENT SURVEY CONTROL
 RX0292  ___________________________________________________________________
 RX0292* NAD 83(1986)-  46 02 43.     (N)    112 29 27.     (W)     SCALED    
 RX0292* NAVD 88     -      1833.143  (meters)    6014.24   (feet)  ADJUSTED  
 RX0292  ___________________________________________________________________
 RX0292  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 RX0292  DYNAMIC HT  -        1832.374 (meters)    6011.71  (feet)  COMP
 RX0292  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 RX0292
 RX0292  VERT ORDER  -  FIRST     CLASS II
 RX0292
 RX0292.The horizontal coordinates were scaled from a topographic map and have
 RX0292.an estimated accuracy of +/- 6 seconds.
 RX0292
 RX0292.The orthometric height was determined by differential leveling
 RX0292.and adjusted by the National Geodetic Survey in June 1991..
 RX0292
 RX0292.The geoid height was determined by GEOID03.
 RX0292
 RX0292.The dynamic height is computed by dividing the NAVD 88
 RX0292.geopotential number by the normal gravity value computed on the
 RX0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0292.degrees latitude (g = 980.6199 gals.).
 RX0292
 RX0292.The modeled gravity was interpolated from observed gravity values.
 RX0292
 RX0292;                    North         East    Units  Estimated Accuracy
 RX0292;SPC MT       -   203,930.      368,670.      MT  (+/- 180 meters Scaled)
 RX0292
 RX0292                          SUPERSEDED SURVEY CONTROL
 RX0292
 RX0292  NGVD 29 (??/??/92) 1831.812  (m)         6009.87   (f) ADJ UNCH    1 2
 RX0292
 RX0292.Superseded values are not recommended for survey control.
 RX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0292.See file dsdata.txt to determine how the superseded data were derived.
 RX0292
 RX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS846001(NAD 83)
 RX0292_MARKER: DB = BENCH MARK DISK
 RX0292_SETTING: 66 = SET IN ROCK OUTCROP
 RX0292_SP_SET: GRANITE ROCK
 RX0292_STAMPING: B 315 1959
 RX0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0292+STABILITY: POSITION/ELEVATION WELL
 RX0292
 RX0292  HISTORY     - Date     Condition        Report By
 RX0292  HISTORY     - 1959     MONUMENTED       CGS
 RX0292  HISTORY     - 1981     MARK NOT FOUND   USGS
 RX0292
 RX0292                          STATION DESCRIPTION
 RX0292
 RX0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0292'6.5 MI NE FROM BUTTE.
 RX0292'ABOUT 6.5 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0292'STATION AT BUTTE, IN SECTION 5, R 7 W, T 3 N, 2 1/2 POLES NORTHWEST OF
 RX0292'MILEPOST 281, 19 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF A
 RX0292'LARGE BLACK GRANITE ROCK WHICH PROJECTS ABOUT 3 FEET, ABOUT 0.25 MILE
 RX0292'NORTHWEST OF THE CROSSING OF A POWER LINE, AND ABOUT 2 FEET ABOVE THE
 RX0292'LEVEL OF THE TRACKS.
 RX0292
 RX0292                          STATION RECOVERY (1981)
 RX0292
 RX0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RX0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0243 ***********************************************************************
 QY0243  DESIGNATION -  B 316
 QY0243  PID         -  QY0243
 QY0243  STATE/COUNTY-  MT/SILVER BOW
 QY0243  USGS QUAD   -  BUXTON (1996)
 QY0243
 QY0243                         *CURRENT SURVEY CONTROL
 QY0243  ___________________________________________________________________
 QY0243* NAD 83(1986)-  45 58 17.     (N)    112 39 40.     (W)     SCALED    
 QY0243* NAVD 88     -      1649.013  (meters)    5410.14   (feet)  ADJUSTED  
 QY0243  ___________________________________________________________________
 QY0243  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 QY0243  DYNAMIC HT  -        1648.347 (meters)    5407.95  (feet)  COMP
 QY0243  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 QY0243
 QY0243  VERT ORDER  -  FIRST     CLASS II
 QY0243
 QY0243.The horizontal coordinates were scaled from a topographic map and have
 QY0243.an estimated accuracy of +/- 6 seconds.
 QY0243
 QY0243.The orthometric height was determined by differential leveling
 QY0243.and adjusted by the National Geodetic Survey in June 1991..
 QY0243
 QY0243.The geoid height was determined by GEOID03.
 QY0243
 QY0243.The dynamic height is computed by dividing the NAVD 88
 QY0243.geopotential number by the normal gravity value computed on the
 QY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0243.degrees latitude (g = 980.6199 gals.).
 QY0243
 QY0243.The modeled gravity was interpolated from observed gravity values.
 QY0243
 QY0243;                    North         East    Units  Estimated Accuracy
 QY0243;SPC MT       -   196,240.      355,180.      MT  (+/- 180 meters Scaled)
 QY0243
 QY0243                          SUPERSEDED SURVEY CONTROL
 QY0243
 QY0243  NGVD 29 (??/??/92) 1647.725  (m)         5405.91   (f) ADJ UNCH    1 2
 QY0243
 QY0243.Superseded values are not recommended for survey control.
 QY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0243.See file dsdata.txt to determine how the superseded data were derived.
 QY0243
 QY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR713922(NAD 83)
 QY0243_MARKER: DB = BENCH MARK DISK
 QY0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0243_SP_SET: BRIDGE CURB
 QY0243_STAMPING: B 316 1959
 QY0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0243
 QY0243  HISTORY     - Date     Condition        Report By
 QY0243  HISTORY     - 1959     MONUMENTED       CGS
 QY0243
 QY0243                          STATION DESCRIPTION
 QY0243
 QY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0243'2.35 MI S FROM SILVER BOW.
 QY0243'2.35 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0243'SILVER BOW, IN SECTION 36, R 9 W, T 3 N, 10 POLES SOUTH OF MILEPOST
 QY0243'388, 185 FEET WEST OF THE WEST RAIL, IN THE TOP OF THE SOUTH END OF
 QY0243'THE WEST CONCRETE CURBING OF AN ABANDONED CONCRETE BRIDGE, 140 FEET
 QY0243'WEST OF A FENCE, 10 FEET WEST OF THE CENTER LINE OF THE BRIDGE, AND
 QY0243'ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0339 ***********************************************************************
 RX0339  DESIGNATION -  B 317
 RX0339  PID         -  RX0339
 RX0339  STATE/COUNTY-  MT/JEFFERSON
 RX0339  USGS QUAD   -  WICKES (1996)
 RX0339
 RX0339                         *CURRENT SURVEY CONTROL
 RX0339  ___________________________________________________________________
 RX0339* NAD 83(1986)-  46 18 15.     (N)    112 06 52.     (W)     SCALED    
 RX0339* NAVD 88     -      1650.740  (meters)    5415.80   (feet)  ADJUSTED  
 RX0339  ___________________________________________________________________
 RX0339  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 RX0339  DYNAMIC HT  -        1650.175 (meters)    5413.95  (feet)  COMP
 RX0339  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 RX0339
 RX0339  VERT ORDER  -  FIRST     CLASS II
 RX0339
 RX0339.The horizontal coordinates were scaled from a topographic map and have
 RX0339.an estimated accuracy of +/- 6 seconds.
 RX0339
 RX0339.The orthometric height was determined by differential leveling
 RX0339.and adjusted by the National Geodetic Survey in June 1991..
 RX0339
 RX0339.The geoid height was determined by GEOID03.
 RX0339
 RX0339.The dynamic height is computed by dividing the NAVD 88
 RX0339.geopotential number by the normal gravity value computed on the
 RX0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0339.degrees latitude (g = 980.6199 gals.).
 RX0339
 RX0339.The modeled gravity was interpolated from observed gravity values.
 RX0339
 RX0339;                    North         East    Units  Estimated Accuracy
 RX0339;SPC MT       -   231,630.      398,730.      MT  (+/- 180 meters Scaled)
 RX0339
 RX0339                          SUPERSEDED SURVEY CONTROL
 RX0339
 RX0339  NGVD 29 (??/??/92) 1649.511  (m)         5411.77   (f) ADJ UNCH    1 2
 RX0339
 RX0339.Superseded values are not recommended for survey control.
 RX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0339.See file dsdata.txt to determine how the superseded data were derived.
 RX0339
 RX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS141284(NAD 83)
 RX0339_MARKER: DB = BENCH MARK DISK
 RX0339_SETTING: 66 = SET IN ROCK OUTCROP
 RX0339_SP_SET: GRANITE OUTCROP
 RX0339_STAMPING: B 317 1959
 RX0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0339+STABILITY: POSITION/ELEVATION WELL
 RX0339
 RX0339  HISTORY     - Date     Condition        Report By
 RX0339  HISTORY     - 1959     MONUMENTED       CGS
 RX0339
 RX0339                          STATION DESCRIPTION
 RX0339
 RX0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0339'1.0 MI S FROM AMAZON.
 RX0339'ABOUT 1.0 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 RX0339'AT AMAZON, IN THE NORTHWEST 1/4 OF SECTION 4, R 4 W, T 6 N, 77 FEET
 RX0339'SOUTHEAST AND ACROSS THE TRACKS FROM THE 3RD POLE NORTH OF MILEPOST
 RX0339'244, 26 FEET EAST OF THE EAST RAIL, IN THE TOP OF A GRANITE OUTCROP
 RX0339'PROJECTING ABOUT 3 FEET, 22 FEET WEST OF A FENCE, 13 FEET SOUTHEAST OF
 RX0339'THE SOUTHEAST CORNER OF A HAND CAR SETOFF, AT THE SOUTH END OF A FILL,
 RX0339'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0257 ***********************************************************************
 PZ0257  DESIGNATION -  B 318
 PZ0257  PID         -  PZ0257
 PZ0257  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0257  USGS QUAD   -  DELL (1979)
 PZ0257
 PZ0257                         *CURRENT SURVEY CONTROL
 PZ0257  ___________________________________________________________________
 PZ0257* NAD 83(1986)-  44 41 28.     (N)    112 39 31.     (W)     SCALED    
 PZ0257* NAVD 88     -      1848.554  (meters)    6064.80   (feet)  ADJUSTED  
 PZ0257  ___________________________________________________________________
 PZ0257  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 PZ0257  DYNAMIC HT  -        1847.594 (meters)    6061.65  (feet)  COMP
 PZ0257  MODELED GRAV-     980,032.1   (mgal)                       NAVD 88
 PZ0257
 PZ0257  VERT ORDER  -  FIRST     CLASS II
 PZ0257
 PZ0257.The horizontal coordinates were scaled from a topographic map and have
 PZ0257.an estimated accuracy of +/- 6 seconds.
 PZ0257
 PZ0257.The orthometric height was determined by differential leveling
 PZ0257.and adjusted by the National Geodetic Survey in June 1991..
 PZ0257
 PZ0257.The geoid height was determined by GEOID03.
 PZ0257
 PZ0257.The dynamic height is computed by dividing the NAVD 88
 PZ0257.geopotential number by the normal gravity value computed on the
 PZ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0257.degrees latitude (g = 980.6199 gals.).
 PZ0257
 PZ0257.The modeled gravity was interpolated from observed gravity values.
 PZ0257
 PZ0257;                    North         East    Units  Estimated Accuracy
 PZ0257;SPC MT       -    54,080.      349,640.      MT  (+/- 180 meters Scaled)
 PZ0257
 PZ0257                          SUPERSEDED SURVEY CONTROL
 PZ0257
 PZ0257  NGVD 29 (??/??/92) 1847.293  (m)         6060.66   (f) ADJ UNCH    1 2
 PZ0257
 PZ0257.Superseded values are not recommended for survey control.
 PZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0257.See file dsdata.txt to determine how the superseded data were derived.
 PZ0257
 PZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ685499(NAD 83)
 PZ0257_MARKER: DB = BENCH MARK DISK
 PZ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0257_STAMPING: B 318 1962
 PZ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0257+STABILITY: SURFACE MOTION
 PZ0257
 PZ0257  HISTORY     - Date     Condition        Report By
 PZ0257  HISTORY     - 1962     MONUMENTED       CGS
 PZ0257
 PZ0257                          STATION DESCRIPTION
 PZ0257
 PZ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0257'3.0 MI SE FROM DELL.
 PZ0257'3.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0257'AT DELL, 5.1 MILE NORTHWEST OF LIMA, 55 FEET NORTHEAST OF THE
 PZ0257'NORTHEAST RAIL, 9.0 FEET NORTHWEST OF MILEPOLE 285, 52 FEET SOUTHWEST
 PZ0257'OF A FENCE, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER
 PZ0257'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 PZ0257'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0038 ***********************************************************************
 PZ0038  DESIGNATION -  B 319
 PZ0038  PID         -  PZ0038
 PZ0038  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0038  USGS QUAD   -  MONIDA (1968)
 PZ0038
 PZ0038                         *CURRENT SURVEY CONTROL
 PZ0038  ___________________________________________________________________
 PZ0038* NAD 83(1986)-  44 35 00.     (N)    112 15 59.     (W)     SCALED    
 PZ0038* NAVD 88     -      2053.674  (meters)    6737.76   (feet)  ADJUSTED  
 PZ0038  ___________________________________________________________________
 PZ0038  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 PZ0038  DYNAMIC HT  -        2052.454 (meters)    6733.76  (feet)  COMP
 PZ0038  MODELED GRAV-     979,950.5   (mgal)                       NAVD 88
 PZ0038
 PZ0038  VERT ORDER  -  FIRST     CLASS II
 PZ0038
 PZ0038.The horizontal coordinates were scaled from a topographic map and have
 PZ0038.an estimated accuracy of +/- 6 seconds.
 PZ0038
 PZ0038.The orthometric height was determined by differential leveling
 PZ0038.and adjusted by the National Geodetic Survey in June 1991..
 PZ0038.WARNING-Repeat measurements at this control monument indicate possible
 PZ0038.vertical movement.
 PZ0038
 PZ0038.The geoid height was determined by GEOID03.
 PZ0038
 PZ0038.The dynamic height is computed by dividing the NAVD 88
 PZ0038.geopotential number by the normal gravity value computed on the
 PZ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0038.degrees latitude (g = 980.6199 gals.).
 PZ0038
 PZ0038.The modeled gravity was interpolated from observed gravity values.
 PZ0038
 PZ0038;                    North         East    Units  Estimated Accuracy
 PZ0038;SPC MT       -    40,940.      380,290.      MT  (+/- 180 meters Scaled)
 PZ0038
 PZ0038                          SUPERSEDED SURVEY CONTROL
 PZ0038
 PZ0038  NGVD 29 (??/??/92) 2052.267  (m)         6733.15   (f) ADJ UNCH    1 2
 PZ0038
 PZ0038.Superseded values are not recommended for survey control.
 PZ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0038.See file dsdata.txt to determine how the superseded data were derived.
 PZ0038
 PZ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ994374(NAD 83)
 PZ0038_MARKER: DB = BENCH MARK DISK
 PZ0038_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0038_SP_SET: ROCK LEDGE
 PZ0038_STAMPING: B 319 1962
 PZ0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0038+STABILITY: POSITION/ELEVATION WELL
 PZ0038
 PZ0038  HISTORY     - Date     Condition        Report By
 PZ0038  HISTORY     - 1962     MONUMENTED       CGS
 PZ0038  HISTORY     - 1964     GOOD             NGS
 PZ0038
 PZ0038                          STATION DESCRIPTION
 PZ0038
 PZ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0038'3.1 MI NE FROM MONIDA.
 PZ0038'3.1 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0038'RAILROAD STATION AT MONIDA, ON THE INSIDE AND NEAR THE NORTHEAST END
 PZ0038'OF A CURVE IN THE ROAD, ON THE SOUTHEAST SLOPE OF A ROCKY HILLSIDE, 91
 PZ0038'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 PZ0038'SOUTHWEST END OF A ROCK LEDGE THAT IS ABOUT 3 FEET LONG, 2 1/2 FEET
 PZ0038'WIDE, AND 1 FOOT HIGH ON THE SOUTHEAST SIDE, 2.6 FEET SOUTH OF A METAL
 PZ0038'WITNESS POST, AND ABOUT 25 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0174 ***********************************************************************
 QX0174  DESIGNATION -  B 32
 QX0174  PID         -  QX0174
 QX0174  STATE/COUNTY-  MT/PARK
 QX0174  USGS QUAD   -  BRISBIN (1981)
 QX0174
 QX0174                         *CURRENT SURVEY CONTROL
 QX0174  ___________________________________________________________________
 QX0174* NAD 83(1986)-  45 33 00.     (N)    110 35 52.     (W)     SCALED    
 QX0174* NAVD 88     -      1417.889  (meters)    4651.86   (feet)  ADJUSTED  
 QX0174  ___________________________________________________________________
 QX0174  GEOID HEIGHT-          -9.91  (meters)                     GEOID03
 QX0174  DYNAMIC HT  -        1417.393 (meters)    4650.23  (feet)  COMP
 QX0174  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 QX0174
 QX0174  VERT ORDER  -  FIRST     CLASS II
 QX0174
 QX0174.The horizontal coordinates were scaled from a topographic map and have
 QX0174.an estimated accuracy of +/- 6 seconds.
 QX0174
 QX0174.The orthometric height was determined by differential leveling
 QX0174.and adjusted by the National Geodetic Survey in June 1991..
 QX0174
 QX0174.The geoid height was determined by GEOID03.
 QX0174
 QX0174.The dynamic height is computed by dividing the NAVD 88
 QX0174.geopotential number by the normal gravity value computed on the
 QX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0174.degrees latitude (g = 980.6199 gals.).
 QX0174
 QX0174.The modeled gravity was interpolated from observed gravity values.
 QX0174
 QX0174;                    North         East    Units  Estimated Accuracy
 QX0174;SPC MT       -   145,080.      514,300.      MT  (+/- 180 meters Scaled)
 QX0174
 QX0174                          SUPERSEDED SURVEY CONTROL
 QX0174
 QX0174  NGVD 29 (08/20/92) 1416.745  (m)         4648.10   (f) ADJUSTED    1 2
 QX0174
 QX0174.Superseded values are not recommended for survey control.
 QX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0174.See file dsdata.txt to determine how the superseded data were derived.
 QX0174
 QX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR313441(NAD 83)
 QX0174_MARKER: DB = BENCH MARK DISK
 QX0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0174_STAMPING: B 32 1923 4647.993
 QX0174_MARK LOGO: CGS   
 QX0174_PROJECTION: FLUSH
 QX0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0174+STABILITY: SURFACE MOTION
 QX0174
 QX0174  HISTORY     - Date     Condition        Report By
 QX0174  HISTORY     - 1923     MONUMENTED       CGS
 QX0174  HISTORY     - 1960     GOOD             NGS
 QX0174  HISTORY     - 1981     GOOD             LOCSUR
 QX0174  HISTORY     - 1983     GOOD             NGS
 QX0174
 QX0174                          STATION DESCRIPTION
 QX0174
 QX0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0174'8.15 MI S FROM LIVINGSTON.
 QX0174'ABOUT 8.15 MILES SOUTH ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0174'RAILWAY FROM THE STATION AT LIVINGSTON, 37 FEET SOUTH OF THE 5TH
 QX0174'TELEPHONE POLE SOUTH OF MILEPOST 8, 34 FEET EAST OF THE EAST RAIL, IN
 QX0174'LINE WITH A ROW OF TELEPHONE POLES, 15 RAILS SOUTH OF A ROAD CROSSING,
 QX0174'14 FEET WEST OF A FENCE, 6 1/2 FEET EAST OF THE CENTER OF AN
 QX0174'IRRIGATION DITCH, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 QX0174'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST FLUSH
 QX0174'WITH THE GROUND.  IN SECTION 27, R 9 E, T 3 S.
 QX0174
 QX0174                          STATION RECOVERY (1981)
 QX0174
 QX0174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QX0174'RECOVERED IN GOOD CONDITION.
 QX0174
 QX0174                          STATION RECOVERY (1983)
 QX0174
 QX0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0174'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  11.2 KM (6.95
 QX0174'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNTION WITH INTERSTATE
 QX0174'HIGHWAY 90 IN LIVINGSTON, 20.2 METERS (66.3 FT) WEST OF THE CENTERLINE
 QX0174'OF THE HIGHWAY, 10.8 METERS (35.4 FT) EAST OF THE CENTER OF THE OLD
 QX0174'RAILROAD BED, AND 2.0 METERS (6.6 FT) EAST OF THE CENTER OF AN
 QX0174'IRRIGATION DITCH.
 QX0174'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QX0174'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0117 ***********************************************************************
 QY0117  DESIGNATION -  B 320
 QY0117  PID         -  QY0117
 QY0117  STATE/COUNTY-  MT/BEAVERHEAD
 QY0117  USGS QUAD   -  DALYS (1952)
 QY0117
 QY0117                         *CURRENT SURVEY CONTROL
 QY0117  ___________________________________________________________________
 QY0117* NAD 83(1986)-  45 06 25.     (N)    112 45 59.     (W)     SCALED    
 QY0117* NAVD 88     -      1615.976  (meters)    5301.75   (feet)  ADJUSTED  
 QY0117  ___________________________________________________________________
 QY0117  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 QY0117  DYNAMIC HT  -        1615.235 (meters)    5299.32  (feet)  COMP
 QY0117  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 QY0117
 QY0117  VERT ORDER  -  FIRST     CLASS II
 QY0117
 QY0117.The horizontal coordinates were scaled from a topographic map and have
 QY0117.an estimated accuracy of +/- 6 seconds.
 QY0117
 QY0117.The orthometric height was determined by differential leveling
 QY0117.and adjusted by the National Geodetic Survey in June 1991..
 QY0117
 QY0117.The geoid height was determined by GEOID03.
 QY0117
 QY0117.The dynamic height is computed by dividing the NAVD 88
 QY0117.geopotential number by the normal gravity value computed on the
 QY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0117.degrees latitude (g = 980.6199 gals.).
 QY0117
 QY0117.The modeled gravity was interpolated from observed gravity values.
 QY0117
 QY0117;                    North         East    Units  Estimated Accuracy
 QY0117;SPC MT       -   100,610.      343,030.      MT  (+/- 180 meters Scaled)
 QY0117
 QY0117                          SUPERSEDED SURVEY CONTROL
 QY0117
 QY0117  NGVD 29 (??/??/92) 1614.763  (m)         5297.77   (f) ADJ UNCH    1 2
 QY0117
 QY0117.Superseded values are not recommended for survey control.
 QY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0117.See file dsdata.txt to determine how the superseded data were derived.
 QY0117
 QY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ610963(NAD 83)
 QY0117_MARKER: DB = BENCH MARK DISK
 QY0117_SETTING: 66 = SET IN ROCK OUTCROP
 QY0117_SP_SET: ROCK CLIFF
 QY0117_STAMPING: B 320 1962
 QY0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0117+STABILITY: POSITION/ELEVATION WELL
 QY0117
 QY0117  HISTORY     - Date     Condition        Report By
 QY0117  HISTORY     - 1962     MONUMENTED       CGS
 QY0117
 QY0117                          STATION DESCRIPTION
 QY0117
 QY0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0117'9.75 MI SW FROM DILLON.
 QY0117'9.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0117'AT DILLON, 116 FEET SOUTH-SOUTHWEST OF MILEPOLE 318 1/4, SET
 QY0117'VERTICALLY IN THE NORTHWEST FACE OF THE BASE OF A ROCK CLIFF, 24 FEET
 QY0117'SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET SOUTHEAST OF A FENCE, 10 FEET
 QY0117'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 2.8 FEET ABOVE THE
 QY0117'GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0128 ***********************************************************************
 QY0128  DESIGNATION -  B 321
 QY0128  PID         -  QY0128
 QY0128  STATE/COUNTY-  MT/BEAVERHEAD
 QY0128  USGS QUAD   -  DILLON WEST (1979)
 QY0128
 QY0128                         *CURRENT SURVEY CONTROL
 QY0128  ___________________________________________________________________
 QY0128* NAD 83(1986)-  45 12 21.     (N)    112 39 10.     (W)     SCALED    
 QY0128* NAVD 88     -      1560.916  (meters)    5121.11   (feet)  ADJUSTED  
 QY0128  ___________________________________________________________________
 QY0128  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 QY0128  DYNAMIC HT  -        1560.264 (meters)    5118.97  (feet)  COMP
 QY0128  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 QY0128
 QY0128  VERT ORDER  -  FIRST     CLASS II
 QY0128
 QY0128.The horizontal coordinates were scaled from a topographic map and have
 QY0128.an estimated accuracy of +/- 6 seconds.
 QY0128
 QY0128.The orthometric height was determined by differential leveling
 QY0128.and adjusted by the National Geodetic Survey in June 1991..
 QY0128
 QY0128.The geoid height was determined by GEOID03.
 QY0128
 QY0128.The dynamic height is computed by dividing the NAVD 88
 QY0128.geopotential number by the normal gravity value computed on the
 QY0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0128.degrees latitude (g = 980.6199 gals.).
 QY0128
 QY0128.The modeled gravity was interpolated from observed gravity values.
 QY0128
 QY0128;                    North         East    Units  Estimated Accuracy
 QY0128;SPC MT       -   111,220.      352,400.      MT  (+/- 180 meters Scaled)
 QY0128
 QY0128                          SUPERSEDED SURVEY CONTROL
 QY0128
 QY0128  NGVD 29 (??/??/92) 1559.752  (m)         5117.29   (f) ADJ UNCH    1 2
 QY0128
 QY0128.Superseded values are not recommended for survey control.
 QY0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0128.See file dsdata.txt to determine how the superseded data were derived.
 QY0128
 QY0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR702071(NAD 83)
 QY0128_MARKER: DB = BENCH MARK DISK
 QY0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0128_STAMPING: B 321 1962
 QY0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0128+STABILITY: SURFACE MOTION
 QY0128
 QY0128  HISTORY     - Date     Condition        Report By
 QY0128  HISTORY     - 1962     MONUMENTED       CGS
 QY0128
 QY0128                          STATION DESCRIPTION
 QY0128
 QY0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0128'1.0 MI SW FROM DILLON.
 QY0128'1.0 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0128'AT DILLON, 70 FEET WEST AND ACROSS THE TRACK FROM MILEPOLE 327, AT A
 QY0128'BRACE IN THE FENCE LINE, 33.1 FEET NORTHWEST OF THE NORTHWEST RAIL,
 QY0128'2.6 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 QY0128'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 QY0128'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0193 ***********************************************************************
 QY0193  DESIGNATION -  B 322
 QY0193  PID         -  QY0193
 QY0193  STATE/COUNTY-  MT/MADISON
 QY0193  USGS QUAD   -  EARLS GULCH (1988)
 QY0193
 QY0193                         *CURRENT SURVEY CONTROL
 QY0193  ___________________________________________________________________
 QY0193* NAD 83(1986)-  45 33 35.     (N)    112 41 07.     (W)     SCALED    
 QY0193* NAVD 88     -      1551.543  (meters)    5090.35   (feet)  ADJUSTED  
 QY0193  ___________________________________________________________________
 QY0193  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 QY0193  DYNAMIC HT  -        1550.938 (meters)    5088.37  (feet)  COMP
 QY0193  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 QY0193
 QY0193  VERT ORDER  -  FIRST     CLASS II
 QY0193
 QY0193.The horizontal coordinates were scaled from a topographic map and have
 QY0193.an estimated accuracy of +/- 6 seconds.
 QY0193
 QY0193.The orthometric height was determined by differential leveling
 QY0193.and adjusted by the National Geodetic Survey in June 1991..
 QY0193
 QY0193.The geoid height was determined by GEOID03.
 QY0193
 QY0193.The dynamic height is computed by dividing the NAVD 88
 QY0193.geopotential number by the normal gravity value computed on the
 QY0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0193.degrees latitude (g = 980.6199 gals.).
 QY0193
 QY0193.The modeled gravity was interpolated from observed gravity values.
 QY0193
 QY0193;                    North         East    Units  Estimated Accuracy
 QY0193;SPC MT       -   150,620.      351,450.      MT  (+/- 180 meters Scaled)
 QY0193
 QY0193                          SUPERSEDED SURVEY CONTROL
 QY0193
 QY0193  NGVD 29 (??/??/92) 1550.360  (m)         5086.47   (f) ADJ UNCH    1 2
 QY0193
 QY0193.Superseded values are not recommended for survey control.
 QY0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0193.See file dsdata.txt to determine how the superseded data were derived.
 QY0193
 QY0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR684465(NAD 83)
 QY0193_MARKER: DB = BENCH MARK DISK
 QY0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0193_STAMPING: B 322 1962
 QY0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0193+STABILITY: SURFACE MOTION
 QY0193
 QY0193  HISTORY     - Date     Condition        Report By
 QY0193  HISTORY     - 1962     MONUMENTED       CGS
 QY0193
 QY0193                          STATION DESCRIPTION
 QY0193
 QY0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0193'5.05 MI S FROM MELROSE.
 QY0193'5.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0193'SIGN AT MELROSE, 8 POLES SOUTH OF MILEPOLE 354, 9 FEET EAST-SOUTHEAST
 QY0193'OF MILEPOLE 353-3/4, 35.9 FEET EAST-SOUTHEAST OF THE NEAR RAIL, 33 1/2
 QY0193'FEET WEST-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 91, 1.2 FEET
 QY0193'WEST-NORTHWEST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT
 QY0193'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QY0193'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0124 ***********************************************************************
 QY0124  DESIGNATION -  B 323
 QY0124  PID         -  QY0124
 QY0124  STATE/COUNTY-  MT/BEAVERHEAD
 QY0124  USGS QUAD   -  DILLON WEST (1979)
 QY0124
 QY0124                         *CURRENT SURVEY CONTROL
 QY0124  ___________________________________________________________________
 QY0124* NAD 83(1986)-  45 09 41.     (N)    112 42 20.     (W)     SCALED    
 QY0124* NAVD 88     -      1584.465  (meters)    5198.37   (feet)  ADJUSTED  
 QY0124  ___________________________________________________________________
 QY0124  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 QY0124  DYNAMIC HT  -        1583.783 (meters)    5196.13  (feet)  COMP
 QY0124  MODELED GRAV-     980,130.7   (mgal)                       NAVD 88
 QY0124
 QY0124  VERT ORDER  -  FIRST     CLASS II
 QY0124
 QY0124.The horizontal coordinates were scaled from a topographic map and have
 QY0124.an estimated accuracy of +/- 6 seconds.
 QY0124
 QY0124.The orthometric height was determined by differential leveling
 QY0124.and adjusted by the National Geodetic Survey in June 1991..
 QY0124
 QY0124.The geoid height was determined by GEOID03.
 QY0124
 QY0124.The dynamic height is computed by dividing the NAVD 88
 QY0124.geopotential number by the normal gravity value computed on the
 QY0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0124.degrees latitude (g = 980.6199 gals.).
 QY0124
 QY0124.The modeled gravity was interpolated from observed gravity values.
 QY0124
 QY0124;                    North         East    Units  Estimated Accuracy
 QY0124;SPC MT       -   106,460.      348,060.      MT  (+/- 180 meters Scaled)
 QY0124
 QY0124                          SUPERSEDED SURVEY CONTROL
 QY0124
 QY0124  NGVD 29 (??/??/92) 1583.288  (m)         5194.50   (f) ADJ UNCH    1 2
 QY0124
 QY0124.Superseded values are not recommended for survey control.
 QY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0124.See file dsdata.txt to determine how the superseded data were derived.
 QY0124
 QY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR659022(NAD 83)
 QY0124_MARKER: DB = BENCH MARK DISK
 QY0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0124_STAMPING: B 323 1962
 QY0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0124+STABILITY: SURFACE MOTION
 QY0124
 QY0124  HISTORY     - Date     Condition        Report By
 QY0124  HISTORY     - 1962     MONUMENTED       CGS
 QY0124
 QY0124                          STATION DESCRIPTION
 QY0124
 QY0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0124'5.0 MI SW FROM DILLON.
 QY0124'5.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0124'AT DILLON, 3 1/2 FEET SOUTHWEST OF MILEPOLE 323, 40.5 FEET SOUTHEAST
 QY0124'OF THE SOUTHEAST RAIL, 3.5 FEET NORTHWEST OF A FENCE, 4.0 FEET
 QY0124'NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK,
 QY0124'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 QY0124'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0225 ***********************************************************************
 ST0225  DESIGNATION -  B 324
 ST0225  PID         -  ST0225
 ST0225  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0225  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0225
 ST0225                         *CURRENT SURVEY CONTROL
 ST0225  ___________________________________________________________________
 ST0225* NAD 83(1986)-  47 09 06.     (N)    112 04 58.     (W)     SCALED    
 ST0225* NAVD 88     -      1222.360  (meters)    4010.36   (feet)  ADJUSTED  
 ST0225  ___________________________________________________________________
 ST0225  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 ST0225  DYNAMIC HT  -        1222.183 (meters)    4009.78  (feet)  COMP
 ST0225  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 ST0225
 ST0225  VERT ORDER  -  SECOND    CLASS 0
 ST0225
 ST0225.The horizontal coordinates were scaled from a topographic map and have
 ST0225.an estimated accuracy of +/- 6 seconds.
 ST0225
 ST0225.The orthometric height was determined by differential leveling
 ST0225.and adjusted by the National Geodetic Survey in June 1991..
 ST0225
 ST0225.The geoid height was determined by GEOID03.
 ST0225
 ST0225.The dynamic height is computed by dividing the NAVD 88
 ST0225.geopotential number by the normal gravity value computed on the
 ST0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0225.degrees latitude (g = 980.6199 gals.).
 ST0225
 ST0225.The modeled gravity was interpolated from observed gravity values.
 ST0225
 ST0225;                    North         East    Units  Estimated Accuracy
 ST0225;SPC MT       -   325,660.      404,280.      MT  (+/- 180 meters Scaled)
 ST0225
 ST0225                          SUPERSEDED SURVEY CONTROL
 ST0225
 ST0225  NGVD 29 (??/??/92) 1221.383  (m)         4007.15   (f) ADJ UNCH    2 0
 ST0225
 ST0225.Superseded values are not recommended for survey control.
 ST0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0225.See file dsdata.txt to determine how the superseded data were derived.
 ST0225
 ST0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT179225(NAD 83)
 ST0225_MARKER: DB = BENCH MARK DISK
 ST0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0225_STAMPING: B 324 1962
 ST0225_MARK LOGO: CGS   
 ST0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0225+STABILITY: SURFACE MOTION
 ST0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0225+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0225
 ST0225  HISTORY     - Date     Condition        Report By
 ST0225  HISTORY     - 1962     MONUMENTED       CGS
 ST0225  HISTORY     - 19961016 GOOD             NGS
 ST0225
 ST0225                          STATION DESCRIPTION
 ST0225
 ST0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0225'11.9 MI N FROM WOLF CREEK.
 ST0225'11.9 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0225'RAILWAY STATION AT WOLF CREEK, 0.4 MILE NORTHWEST OF THE CROSSING OF A
 ST0225'TELEPHONE LINE, 0.1 MILE NORTHWEST OF A T JUNCTION FENCE, 79 FEET
 ST0225'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET SOUTHWEST OF A
 ST0225'FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 LOWER THAN THE
 ST0225'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ST0225'ABOVE THE GROUND.
 ST0225
 ST0225                          STATION RECOVERY (1996)
 ST0225
 ST0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0225'10.1 MI (16.3 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE JUNCTION
 ST0225'WITH STATE HIGHWAY 200, IN BOWMANS CORNER, TO MILE POST 10, 0.55 MI
 ST0225'(0.89 KM) SOUTHEAST TO THE MARK ON THE LEFT, 79.0 FT (24.1 M)
 ST0225'NORTHEAST OF THE CENTER OF THE HIGHWAY, 2.0 FT (0.6 M) NORTHWEST OF A
 ST0225'WITNESS POST AND 1.3 FT (0.4 M) SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0864 ***********************************************************************
 SS0864  DESIGNATION -  B 325
 SS0864  PID         -  SS0864
 SS0864  STATE/COUNTY-  MT/CASCADE
 SS0864  USGS QUAD   -  HARDY (1961)
 SS0864
 SS0864                         *CURRENT SURVEY CONTROL
 SS0864  ___________________________________________________________________
 SS0864* NAD 83(1986)-  47 10 50.     (N)    111 48 36.     (W)     SCALED    
 SS0864* NAVD 88     -      1038.200  (meters)    3406.16   (feet)  ADJUSTED  
 SS0864  ___________________________________________________________________
 SS0864  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SS0864  DYNAMIC HT  -        1038.076 (meters)    3405.75  (feet)  COMP
 SS0864  MODELED GRAV-     980,458.3   (mgal)                       NAVD 88
 SS0864
 SS0864  VERT ORDER  -  FIRST     CLASS II
 SS0864
 SS0864.The horizontal coordinates were scaled from a topographic map and have
 SS0864.an estimated accuracy of +/- 6 seconds.
 SS0864
 SS0864.The orthometric height was determined by differential leveling
 SS0864.and adjusted by the National Geodetic Survey in June 1991..
 SS0864
 SS0864.The geoid height was determined by GEOID03.
 SS0864
 SS0864.The dynamic height is computed by dividing the NAVD 88
 SS0864.geopotential number by the normal gravity value computed on the
 SS0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0864.degrees latitude (g = 980.6199 gals.).
 SS0864
 SS0864.The modeled gravity was interpolated from observed gravity values.
 SS0864
 SS0864;                    North         East    Units  Estimated Accuracy
 SS0864;SPC MT       -   328,220.      425,030.      MT  (+/- 180 meters Scaled)
 SS0864
 SS0864                          SUPERSEDED SURVEY CONTROL
 SS0864
 SS0864  NGVD 29 (??/??/92) 1037.260  (m)         3403.08   (f) ADJ UNCH    1 2
 SS0864
 SS0864.Superseded values are not recommended for survey control.
 SS0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0864.See file dsdata.txt to determine how the superseded data were derived.
 SS0864
 SS0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT386255(NAD 83)
 SS0864_MARKER: DB = BENCH MARK DISK
 SS0864_SETTING: 66 = SET IN ROCK OUTCROP
 SS0864_SP_SET: OUTCROP
 SS0864_STAMPING: B 325 1962
 SS0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0864+STABILITY: POSITION/ELEVATION WELL
 SS0864
 SS0864  HISTORY     - Date     Condition        Report By
 SS0864  HISTORY     - 1962     MONUMENTED       CGS
 SS0864
 SS0864                          STATION DESCRIPTION
 SS0864
 SS0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0864'8.7 MI SW FROM CASCADE.
 SS0864'8.7 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0864'AT CASCADE, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 153, IN THE TOP OF A
 SS0864'7 1/2- BY 20 1/2-FOOT OUTCROP WHICH PROJECTS ABOUT 4 1/2 FEET ABOVE
 SS0864'THE GROUND, AND ABOUT 2 FEET HIGHER THAN THE TRACK, 25.5 FEET
 SS0864'SOUTHEAST OF THE SOUTHEAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0073 ***********************************************************************
 RV0073  DESIGNATION -  B 326
 RV0073  PID         -  RV0073
 RV0073  STATE/COUNTY-  MT/YELLOWSTONE
 RV0073  USGS QUAD   -  BELMONT (1979)
 RV0073
 RV0073                         *CURRENT SURVEY CONTROL
 RV0073  ___________________________________________________________________
 RV0073* NAD 83(1986)-  46 07 49.     (N)    108 53 15.     (W)     SCALED    
 RV0073* NAVD 88     -      1179.170  (meters)    3868.66   (feet)  ADJUSTED  
 RV0073  ___________________________________________________________________
 RV0073  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 RV0073  DYNAMIC HT  -        1178.937 (meters)    3867.90  (feet)  COMP
 RV0073  MODELED GRAV-     980,375.5   (mgal)                       NAVD 88
 RV0073
 RV0073  VERT ORDER  -  FIRST     CLASS II
 RV0073
 RV0073.The horizontal coordinates were scaled from a topographic map and have
 RV0073.an estimated accuracy of +/- 6 seconds.
 RV0073
 RV0073.The orthometric height was determined by differential leveling
 RV0073.and adjusted by the National Geodetic Survey in June 1991..
 RV0073
 RV0073.The geoid height was determined by GEOID03.
 RV0073
 RV0073.The dynamic height is computed by dividing the NAVD 88
 RV0073.geopotential number by the normal gravity value computed on the
 RV0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0073.degrees latitude (g = 980.6199 gals.).
 RV0073
 RV0073.The modeled gravity was interpolated from observed gravity values.
 RV0073
 RV0073;                    North         East    Units  Estimated Accuracy
 RV0073;SPC MT       -   209,140.      647,310.      MT  (+/- 180 meters Scaled)
 RV0073
 RV0073                          SUPERSEDED SURVEY CONTROL
 RV0073
 RV0073  NGVD 29 (??/??/92) 1178.326  (m)         3865.89   (f) ADJ UNCH    1 2
 RV0073
 RV0073.Superseded values are not recommended for survey control.
 RV0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0073.See file dsdata.txt to determine how the superseded data were derived.
 RV0073
 RV0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS631106(NAD 83)
 RV0073_MARKER: DB = BENCH MARK DISK
 RV0073_SETTING: 66 = SET IN ROCK OUTCROP
 RV0073_SP_SET: SANDSTONE CLIFF
 RV0073_STAMPING: B 326 1962
 RV0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0073+STABILITY: POSITION/ELEVATION WELL
 RV0073
 RV0073  HISTORY     - Date     Condition        Report By
 RV0073  HISTORY     - 1962     MONUMENTED       CGS
 RV0073
 RV0073                          STATION DESCRIPTION
 RV0073
 RV0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0073'2.4 MI N FROM BROADVIEW.
 RV0073'2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RV0073'BROADVIEW, THENCE 0.1 MILE EAST ACROSS STATE HIGHWAY 3 TO THE WEST
 RV0073'FACE OF A SANDSTONE CLIFF, SET VERTICALLY IN THE WEST FACE OF THE
 RV0073'CLIFF, 99 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 71 FEET
 RV0073'NORTH-NORTHEAST OF A TELEPHONE POLE, 59 FEET SOUTH-SOUTHWEST OF BENCH
 RV0073'MARK C 326, 49 FEET EAST OF A FENCE, ABOUT 15 FEET HIGHER THAN THE
 RV0073'HIGHWAY, AND 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0218 ***********************************************************************
 RV0218  DESIGNATION -  B 327
 RV0218  PID         -  RV0218
 RV0218  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0218  USGS QUAD   -  RYEGATE EAST (1986)
 RV0218
 RV0218                         *CURRENT SURVEY CONTROL
 RV0218  ___________________________________________________________________
 RV0218* NAD 83(1986)-  46 20 39.     (N)    109 10 27.     (W)     SCALED    
 RV0218* NAVD 88     -      1127.489  (meters)    3699.10   (feet)  ADJUSTED  
 RV0218  ___________________________________________________________________
 RV0218  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 RV0218  DYNAMIC HT  -        1127.301 (meters)    3698.49  (feet)  COMP
 RV0218  MODELED GRAV-     980,408.8   (mgal)                       NAVD 88
 RV0218
 RV0218  VERT ORDER  -  FIRST     CLASS II
 RV0218
 RV0218.The horizontal coordinates were scaled from a topographic map and have
 RV0218.an estimated accuracy of +/- 6 seconds.
 RV0218
 RV0218.The orthometric height was determined by differential leveling
 RV0218.and adjusted by the National Geodetic Survey in June 1991..
 RV0218
 RV0218.The geoid height was determined by GEOID03.
 RV0218
 RV0218.The dynamic height is computed by dividing the NAVD 88
 RV0218.geopotential number by the normal gravity value computed on the
 RV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0218.degrees latitude (g = 980.6199 gals.).
 RV0218
 RV0218.The modeled gravity was interpolated from observed gravity values.
 RV0218
 RV0218;                    North         East    Units  Estimated Accuracy
 RV0218;SPC MT       -   232,770.      625,070.      MT  (+/- 180 meters Scaled)
 RV0218
 RV0218                          SUPERSEDED SURVEY CONTROL
 RV0218
 RV0218  NGVD 29 (??/??/92) 1126.639  (m)         3696.31   (f) ADJ UNCH    1 2
 RV0218
 RV0218.Superseded values are not recommended for survey control.
 RV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0218.See file dsdata.txt to determine how the superseded data were derived.
 RV0218
 RV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS404339(NAD 83)
 RV0218_MARKER: DB = BENCH MARK DISK
 RV0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0218_STAMPING: B 327 1962
 RV0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0218+STABILITY: SURFACE MOTION
 RV0218
 RV0218  HISTORY     - Date     Condition        Report By
 RV0218  HISTORY     - 1962     MONUMENTED       CGS
 RV0218
 RV0218                          STATION DESCRIPTION
 RV0218
 RV0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0218'5.05 MI SE FROM FRANKLIN.
 RV0218'5.05 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0218'CROSSING AT FRANKLIN, 26 FEET SOUTHEAST OF THE SIXTH POLE
 RV0218'WEST-NORTHWEST OF MILEPOST 64, 86 FEET SOUTHWEST OF THE CENTER OF THE
 RV0218'CROSSING OF A ROAD, 70 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 3.0 FEET
 RV0218'NORTHWEST OF A FENCE CORNER, 2.5 FEET NORTH OF A FENCE, 2.0 FEET WEST
 RV0218'OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 RV0218'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 RV0218'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0767 ***********************************************************************
 SS0767  DESIGNATION -  B 328
 SS0767  PID         -  SS0767
 SS0767  STATE/COUNTY-  MT/CASCADE
 SS0767  USGS QUAD   -  TRULY (1965)
 SS0767
 SS0767                         *CURRENT SURVEY CONTROL
 SS0767  ___________________________________________________________________
 SS0767* NAD 83(1986)-  47 16 31.     (N)    111 25 35.     (W)     SCALED    
 SS0767* NAVD 88     -      1049.616  (meters)    3443.62   (feet)  ADJUSTED  
 SS0767  ___________________________________________________________________
 SS0767  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 SS0767  DYNAMIC HT  -        1049.513 (meters)    3443.28  (feet)  COMP
 SS0767  MODELED GRAV-     980,479.1   (mgal)                       NAVD 88
 SS0767
 SS0767  VERT ORDER  -  SECOND    CLASS 0
 SS0767
 SS0767.The horizontal coordinates were scaled from a topographic map and have
 SS0767.an estimated accuracy of +/- 6 seconds.
 SS0767
 SS0767.The orthometric height was determined by differential leveling
 SS0767.and adjusted by the National Geodetic Survey in June 1991..
 SS0767
 SS0767.The geoid height was determined by GEOID03.
 SS0767
 SS0767.The dynamic height is computed by dividing the NAVD 88
 SS0767.geopotential number by the normal gravity value computed on the
 SS0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0767.degrees latitude (g = 980.6199 gals.).
 SS0767
 SS0767.The modeled gravity was interpolated from observed gravity values.
 SS0767
 SS0767;                    North         East    Units  Estimated Accuracy
 SS0767;SPC MT       -   337,950.      454,340.      MT  (+/- 180 meters Scaled)
 SS0767
 SS0767                          SUPERSEDED SURVEY CONTROL
 SS0767
 SS0767  NGVD 29 (??/??/92) 1048.691  (m)         3440.58   (f) ADJ UNCH    2 0
 SS0767
 SS0767.Superseded values are not recommended for survey control.
 SS0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0767.See file dsdata.txt to determine how the superseded data were derived.
 SS0767
 SS0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT677358(NAD 83)
 SS0767_MARKER: DB = BENCH MARK DISK
 SS0767_SETTING: 80 = SET IN A BOULDER
 SS0767_SP_SET: BOULDER
 SS0767_STAMPING: B 328 1962
 SS0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0767+STABILITY: SURFACE MOTION
 SS0767
 SS0767  HISTORY     - Date     Condition        Report By
 SS0767  HISTORY     - 1962     MONUMENTED       CGS
 SS0767
 SS0767                          STATION DESCRIPTION
 SS0767
 SS0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0767'6.45 MI N FROM SPANISH COULEE SCHOOL.
 SS0767'6.45 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0767'0.15 MILE NORTHWEST OF A FARMHOUSE, ON THE OUTSIDE OF A CURVE, IN THE
 SS0767'TOP OF THE NORTHWEST CORNER OF A 20- BY 30-FOOT BOULDER, 41 1/2 FEET
 SS0767'EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET
 SS0767'EAST-NORTHEAST OF A FENCE, 4 FEET EAST OF A WITNESS POST, ABOUT 18
 SS0767'FEET HIGHER THAN THE ROAD, AND 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0097 ***********************************************************************
 QX0097  DESIGNATION -  B 33
 QX0097  PID         -  QX0097
 QX0097  STATE/COUNTY-  MT/PARK
 QX0097  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0097
 QX0097                         *CURRENT SURVEY CONTROL
 QX0097  ___________________________________________________________________
 QX0097* NAD 83(1986)-  45 06 42.     (N)    110 47 45.     (W)     SCALED    
 QX0097* NAVD 88     -      1563.259  (meters)    5128.79   (feet)  POSTED    
 QX0097  ___________________________________________________________________
 QX0097  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 QX0097  DYNAMIC HT  -        1562.540 (meters)    5126.43  (feet)  COMP
 QX0097  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 QX0097
 QX0097  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0097
 QX0097.The horizontal coordinates were scaled from a topographic map and have
 QX0097.an estimated accuracy of +/- 6 seconds.
 QX0097
 QX0097.The orthometric height was determined by differential leveling
 QX0097.and adjusted by the National Geodetic Survey in 1992..
 QX0097.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0097.rate of 0.0 thru 1.0 mm/km.
 QX0097
 QX0097.The geoid height was determined by GEOID03.
 QX0097
 QX0097.The dynamic height is computed by dividing the NAVD 88
 QX0097.geopotential number by the normal gravity value computed on the
 QX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0097.degrees latitude (g = 980.6199 gals.).
 QX0097
 QX0097.The modeled gravity was interpolated from observed gravity values.
 QX0097
 QX0097;                    North         East    Units  Estimated Accuracy
 QX0097;SPC MT       -    96,620.      498,040.      MT  (+/- 180 meters Scaled)
 QX0097
 QX0097                          SUPERSEDED SURVEY CONTROL
 QX0097
 QX0097  NGVD 29 (??/??/92) 1562.006  (m)         5124.68   (f) ADJ UNCH    1 2
 QX0097
 QX0097.Superseded values are not recommended for survey control.
 QX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0097.See file dsdata.txt to determine how the superseded data were derived.
 QX0097
 QX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ160953(NAD 83)
 QX0097_MARKER: DB = BENCH MARK DISK
 QX0097_SETTING: 80 = SET IN A BOULDER
 QX0097_SP_SET: BOULDER
 QX0097_STAMPING: B 33 1923 5124.819
 QX0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0097+STABILITY: SURFACE MOTION
 QX0097
 QX0097  HISTORY     - Date     Condition        Report By
 QX0097  HISTORY     - 1923     MONUMENTED       CGS
 QX0097  HISTORY     - 1960     GOOD             NGS
 QX0097
 QX0097                          STATION DESCRIPTION
 QX0097
 QX0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0097'7.5 MI NW FROM GARDINER.
 QX0097'ABOUT 7.5 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0097'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 30, T 8 S, R 8 E, 0.6
 QX0097'MILE NORTHWEST OF MILEPOST 47, 0.1 MILE WEST OF THE SOUTHWEST END OF A
 QX0097'STEEL BRIDGE OVER THE YELLOWSTONE RIVER, 24 FEET SOUTHWEST OF THE
 QX0097'SOUTHWEST RAIL, IN THE TOP OF A 5 BY 6 FOOT GRANITE BOULDER WHICH
 QX0097'PROJECTS 3 1/2 FEET, 2 1/2 POLES NORTHWEST OF A CUT, AND ABOUT 3 FEET
 QX0097'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0008 ***********************************************************************
 RT0008  DESIGNATION -  B 34
 RT0008  PID         -  RT0008
 RT0008  STATE/COUNTY-  MT/WIBAUX
 RT0008  USGS QUAD   -  BEACH WEST (1982)
 RT0008
 RT0008                         *CURRENT SURVEY CONTROL
 RT0008  ___________________________________________________________________
 RT0008* NAD 83(1986)-  46 57 10.     (N)    104 06 54.     (W)     SCALED    
 RT0008* NAVD 88     -       838.218  (meters)    2750.05   (feet)  ADJUSTED  
 RT0008  ___________________________________________________________________
 RT0008  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 RT0008  DYNAMIC HT  -         838.210 (meters)    2750.03  (feet)  COMP
 RT0008  MODELED GRAV-     980,575.0   (mgal)                       NAVD 88
 RT0008
 RT0008  VERT ORDER  -  FIRST     CLASS II
 RT0008
 RT0008.The horizontal coordinates were scaled from a topographic map and have
 RT0008.an estimated accuracy of +/- 6 seconds.
 RT0008
 RT0008.The orthometric height was determined by differential leveling
 RT0008.and adjusted by the National Geodetic Survey in June 1991..
 RT0008
 RT0008.The geoid height was determined by GEOID03.
 RT0008
 RT0008.The dynamic height is computed by dividing the NAVD 88
 RT0008.geopotential number by the normal gravity value computed on the
 RT0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0008.degrees latitude (g = 980.6199 gals.).
 RT0008
 RT0008.The modeled gravity was interpolated from observed gravity values.
 RT0008
 RT0008;                    North         East    Units  Estimated Accuracy
 RT0008;SPC MT       -   314,410.    1,009,350.      MT  (+/- 180 meters Scaled)
 RT0008
 RT0008                          SUPERSEDED SURVEY CONTROL
 RT0008
 RT0008  NGVD 29 (??/??/92)  837.586  (m)         2747.98   (f) ADJ UNCH    1 2
 RT0008
 RT0008.Superseded values are not recommended for survey control.
 RT0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0008.See file dsdata.txt to determine how the superseded data were derived.
 RT0008
 RT0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN673002(NAD 83)
 RT0008_MARKER: DB = BENCH MARK DISK
 RT0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0008_STAMPING: 2747.980 B 34 1931
 RT0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0008+STABILITY: SURFACE MOTION
 RT0008
 RT0008  HISTORY     - Date     Condition        Report By
 RT0008  HISTORY     - 1931     MONUMENTED       CGS
 RT0008  HISTORY     - 1934     GOOD             NGS
 RT0008  HISTORY     - 1976     GOOD             USGS
 RT0008  HISTORY     - 1982     MARK NOT FOUND   NGS
 RT0008
 RT0008                          STATION DESCRIPTION
 RT0008
 RT0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RT0008'0.3 MI W FROM YATES.
 RT0008'0.3 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0008'YATES, WIBAUX COUNTY, AT THE CROSSING OF U. S. HIGHWAY 10, 80 FEET
 RT0008'EAST OF THE HIGHWAY, AND 72 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 RT0008'TRACK.  A STANDARD DISK, STAMPED 2747.980 B 34 1931 AND SET IN THE TOP
 RT0008'OF A CONCRETE POST.
 RT0008
 RT0008                          STATION RECOVERY (1934)
 RT0008
 RT0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RT0008'RECOVERED IN GOOD CONDITION.
 RT0008
 RT0008                          STATION RECOVERY (1976)
 RT0008
 RT0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0008'ABOUT 5.0 MILES EAST ALONG THE BURLINGTON NORTHERN RAILWAY FROM THE
 RT0008'STATION AT WIBAUX, WIBAUX COUNTY, 0.28 MILES WEST OF MILE POST 180,
 RT0008'BETWEEN THE RAILWAY AND I-90 WHERE A UTILITY LINE CROSSES THE
 RT0008'HIGHWAY, 72 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK. A
 RT0008'STANDARD DISK, STAMPED 2747.980 B 34 1931 AND SET IN THE TOP OF A
 RT0008'CONCRETE POST.
 RT0008
 RT0008                          STATION RECOVERY (1982)
 RT0008
 RT0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RT0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0121 ***********************************************************************
 RU0121  DESIGNATION -  B 35
 RU0121  PID         -  RU0121
 RU0121  STATE/COUNTY-  MT/ROSEBUD
 RU0121  USGS QUAD   -  FORSYTH (1984)
 RU0121
 RU0121                         *CURRENT SURVEY CONTROL
 RU0121  ___________________________________________________________________
 RU0121* NAD 83(1986)-  46 16 18.     (N)    106 43 19.     (W)     SCALED    
 RU0121* NAVD 88     -       771.480  (meters)    2531.10   (feet)  ADJUSTED  
 RU0121  ___________________________________________________________________
 RU0121  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RU0121  DYNAMIC HT  -         771.401 (meters)    2530.84  (feet)  COMP
 RU0121  MODELED GRAV-     980,486.1   (mgal)                       NAVD 88
 RU0121
 RU0121  VERT ORDER  -  FIRST     CLASS II
 RU0121
 RU0121.The horizontal coordinates were scaled from a topographic map and have
 RU0121.an estimated accuracy of +/- 6 seconds.
 RU0121
 RU0121.The orthometric height was determined by differential leveling
 RU0121.and adjusted by the National Geodetic Survey in June 1991..
 RU0121.WARNING-Repeat measurements at this control monument indicate possible
 RU0121.vertical movement.
 RU0121
 RU0121.The geoid height was determined by GEOID03.
 RU0121
 RU0121.The dynamic height is computed by dividing the NAVD 88
 RU0121.geopotential number by the normal gravity value computed on the
 RU0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0121.degrees latitude (g = 980.6199 gals.).
 RU0121
 RU0121.The modeled gravity was interpolated from observed gravity values.
 RU0121
 RU0121;                    North         East    Units  Estimated Accuracy
 RU0121;SPC MT       -   228,460.      813,990.      MT  (+/- 180 meters Scaled)
 RU0121
 RU0121                          SUPERSEDED SURVEY CONTROL
 RU0121
 RU0121  NGVD 29 (??/??/92)  770.835  (m)         2528.98   (f) ADJ UNCH    1 2
 RU0121
 RU0121.Superseded values are not recommended for survey control.
 RU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0121.See file dsdata.txt to determine how the superseded data were derived.
 RU0121
 RU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM673256(NAD 83)
 RU0121_MARKER: DB = BENCH MARK DISK
 RU0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0121_STAMPING: B 35 1931
 RU0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0121+STABILITY: SURFACE MOTION
 RU0121
 RU0121  HISTORY     - Date     Condition        Report By
 RU0121  HISTORY     - 1931     MONUMENTED       CGS
 RU0121  HISTORY     - 1960     GOOD             NGS
 RU0121  HISTORY     - 1981     GOOD             NGS
 RU0121
 RU0121                          STATION DESCRIPTION
 RU0121
 RU0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0121'1.6 MI W FROM FORSYTH.
 RU0121'ABOUT 1.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RU0121'PACIFIC RAILROAD FROM THE STATION AT FORSYTH, IN SECTION 16, R 40 E, T
 RU0121'6 N, 46 FEET SOUTH OF THE SOUTH RAIL, 59 FEET SOUTHWEST OF THE CENTER
 RU0121'OF A PRIVATE ROAD CROSSING, 33 FEET WEST OF THE CENTER LINE OF THE
 RU0121'ROAD AND A GATE, 2 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A METAL
 RU0121'WITNESS POST, ABOUT 4 FEET BELOW THE TRACK, AND IN THE TOP OF A
 RU0121'CONCRETE POST FLUSH WITH THE GROUND.
 RU0121
 RU0121                          STATION RECOVERY (1981)
 RU0121
 RU0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0524 ***********************************************************************
 SU0524  DESIGNATION -  B 351
 SU0524  PID         -  SU0524
 SU0524  STATE/COUNTY-  MT/MINERAL
 SU0524  USGS QUAD   -  SALTESE (1988)
 SU0524
 SU0524                         *CURRENT SURVEY CONTROL
 SU0524  ___________________________________________________________________
 SU0524* NAD 83(1986)-  47 24 54.     (N)    115 34 40.     (W)     SCALED    
 SU0524* NAVD 88     -      1087.427  (meters)    3567.67   (feet)  ADJUSTED  
 SU0524  ___________________________________________________________________
 SU0524  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 SU0524  DYNAMIC HT  -        1087.299 (meters)    3567.25  (feet)  COMP
 SU0524  MODELED GRAV-     980,457.9   (mgal)                       NAVD 88
 SU0524
 SU0524  VERT ORDER  -  SECOND    CLASS 0
 SU0524
 SU0524.The horizontal coordinates were scaled from a topographic map and have
 SU0524.an estimated accuracy of +/- 6 seconds.
 SU0524
 SU0524.The orthometric height was determined by differential leveling
 SU0524.and adjusted by the National Geodetic Survey in June 1991..
 SU0524
 SU0524.The geoid height was determined by GEOID03.
 SU0524
 SU0524.The dynamic height is computed by dividing the NAVD 88
 SU0524.geopotential number by the normal gravity value computed on the
 SU0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0524.degrees latitude (g = 980.6199 gals.).
 SU0524
 SU0524.The modeled gravity was interpolated from observed gravity values.
 SU0524
 SU0524;                    North         East    Units  Estimated Accuracy
 SU0524;SPC MT       -   369,460.      142,070.      MT  (+/- 180 meters Scaled)
 SU0524
 SU0524                          SUPERSEDED SURVEY CONTROL
 SU0524
 SU0524  NGVD 29 (??/??/92) 1086.199  (m)         3563.64   (f) ADJ UNCH    2 0
 SU0524
 SU0524.Superseded values are not recommended for survey control.
 SU0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0524.See file dsdata.txt to determine how the superseded data were derived.
 SU0524
 SU0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN072522(NAD 83)
 SU0524_MARKER: DB = BENCH MARK DISK
 SU0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0524_STAMPING: B 351 1935
 SU0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0524+STABILITY: SURFACE MOTION
 SU0524
 SU0524  HISTORY     - Date     Condition        Report By
 SU0524  HISTORY     - 1935     MONUMENTED       CGS
 SU0524
 SU0524                          STATION DESCRIPTION
 SU0524
 SU0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0524'1.2 MI E FROM TAFT.
 SU0524'1.2 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE TAFT HOTEL
 SU0524'AT TAFT, MINERAL COUNTY, AT A DIRT-ROAD CROSSING, 74.5 FEET SOUTHEAST
 SU0524'OF THE CENTER OF THE CROSSING, 54 FEET SOUTH OF THE CENTERLINE OF U.S.
 SU0524'HIGHWAY 10, 36 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 18 FEET
 SU0524'SOUTH OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET NORTH OF A
 SU0524'TELEPHONE POLE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0075 ***********************************************************************
 TJ0075  DESIGNATION -  B 353
 TJ0075  PID         -  TJ0075
 TJ0075  STATE/COUNTY-  MT/VALLEY
 TJ0075  USGS QUAD   -  FORT PECK (1972)
 TJ0075
 TJ0075                         *CURRENT SURVEY CONTROL
 TJ0075  ___________________________________________________________________
 TJ0075* NAD 83(1986)-  48 00 03.     (N)    106 27 32.     (W)     SCALED    
 TJ0075* NAVD 88     -       677.427  (meters)    2222.53   (feet)  ADJUSTED  
 TJ0075  ___________________________________________________________________
 TJ0075  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TJ0075  DYNAMIC HT  -         677.482 (meters)    2222.71  (feet)  COMP
 TJ0075  MODELED GRAV-     980,670.9   (mgal)                       NAVD 88
 TJ0075
 TJ0075  VERT ORDER  -  FIRST     CLASS II
 TJ0075
 TJ0075.The horizontal coordinates were scaled from a topographic map and have
 TJ0075.an estimated accuracy of +/- 6 seconds.
 TJ0075
 TJ0075.The orthometric height was determined by differential leveling
 TJ0075.and adjusted by the National Geodetic Survey in June 1991..
 TJ0075
 TJ0075.The geoid height was determined by GEOID03.
 TJ0075
 TJ0075.The dynamic height is computed by dividing the NAVD 88
 TJ0075.geopotential number by the normal gravity value computed on the
 TJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0075.degrees latitude (g = 980.6199 gals.).
 TJ0075
 TJ0075.The modeled gravity was interpolated from observed gravity values.
 TJ0075
 TJ0075;                    North         East    Units  Estimated Accuracy
 TJ0075;SPC MT       -   421,190.      826,780.      MT  (+/- 180 meters Scaled)
 TJ0075
 TJ0075                          SUPERSEDED SURVEY CONTROL
 TJ0075
 TJ0075  NGVD 29 (??/??/92)  676.798  (m)         2220.46   (f) ADJ UNCH    1 2
 TJ0075
 TJ0075.Superseded values are not recommended for survey control.
 TJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0075.See file dsdata.txt to determine how the superseded data were derived.
 TJ0075
 TJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP911174(NAD 83)
 TJ0075_MARKER: P = PIPE CAP
 TJ0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0075_STAMPING: R.M. 1/4 S20.46
 TJ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0075
 TJ0075  HISTORY     - Date     Condition        Report By
 TJ0075  HISTORY     - UNK      MONUMENTED       USGLO
 TJ0075  HISTORY     - 1948     GOOD             NGS
 TJ0075  HISTORY     - 1972     MARK NOT FOUND   USGS
 TJ0075
 TJ0075                          STATION DESCRIPTION
 TJ0075
 TJ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0075'0.75 MI SWW FROM FORT PECK.
 TJ0075'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0075'PECK, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 22, 155.3 FEET
 TJ0075'NORTHWEST OF TRANSMISSION LINE POLE (287/6), 20.0 FEET SOUTH OF THE
 TJ0075'CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTHEAST OF A REFERENCE POST, A
 TJ0075'GENERAL LAND OFFICE SURVEY CAP RIVETED ON TOP OF AN IRON PIPE
 TJ0075'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 TJ0075
 TJ0075                          STATION RECOVERY (1972)
 TJ0075
 TJ0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0217 ***********************************************************************
 TJ0217  DESIGNATION -  B 354
 TJ0217  PID         -  TJ0217
 TJ0217  STATE/COUNTY-  MT/VALLEY
 TJ0217  USGS QUAD   -  WHEELER (1978)
 TJ0217
 TJ0217                         *CURRENT SURVEY CONTROL
 TJ0217  ___________________________________________________________________
 TJ0217* NAD 83(1986)-  48 02 36.     (N)    106 33 16.     (W)     SCALED    
 TJ0217* NAVD 88     -       668.316  (meters)    2192.63   (feet)  ADJUSTED  
 TJ0217  ___________________________________________________________________
 TJ0217  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TJ0217  DYNAMIC HT  -         668.378 (meters)    2192.84  (feet)  COMP
 TJ0217  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 TJ0217
 TJ0217  VERT ORDER  -  FIRST     CLASS II
 TJ0217
 TJ0217.The horizontal coordinates were scaled from a topographic map and have
 TJ0217.an estimated accuracy of +/- 6 seconds.
 TJ0217
 TJ0217.The orthometric height was determined by differential leveling
 TJ0217.and adjusted by the National Geodetic Survey in June 1991..
 TJ0217
 TJ0217.The geoid height was determined by GEOID03.
 TJ0217
 TJ0217.The dynamic height is computed by dividing the NAVD 88
 TJ0217.geopotential number by the normal gravity value computed on the
 TJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0217.degrees latitude (g = 980.6199 gals.).
 TJ0217
 TJ0217.The modeled gravity was interpolated from observed gravity values.
 TJ0217
 TJ0217;                    North         East    Units  Estimated Accuracy
 TJ0217;SPC MT       -   425,640.      819,480.      MT  (+/- 180 meters Scaled)
 TJ0217
 TJ0217                          SUPERSEDED SURVEY CONTROL
 TJ0217
 TJ0217  NGVD 29 (??/??/92)  667.695  (m)         2190.60   (f) ADJ UNCH    1 2
 TJ0217
 TJ0217.Superseded values are not recommended for survey control.
 TJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0217.See file dsdata.txt to determine how the superseded data were derived.
 TJ0217
 TJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP841222(NAD 83)
 TJ0217_MARKER: DB = BENCH MARK DISK
 TJ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0217_SP_SET: CONCRETE POST
 TJ0217_STAMPING: B 354 1948
 TJ0217_MARK LOGO: CGS   
 TJ0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 TJ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0217+STABILITY: SURFACE MOTION
 TJ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0217+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1994
 TJ0217
 TJ0217  HISTORY     - Date     Condition        Report By
 TJ0217  HISTORY     - 1948     MONUMENTED       CGS
 TJ0217  HISTORY     - 19940626 GOOD             MTDOT
 TJ0217
 TJ0217                          STATION DESCRIPTION
 TJ0217
 TJ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0217'6.4 MI SNW FROM FORT PECK.
 TJ0217'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0217'PECK, THENCE 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 22, AT AN
 TJ0217'INTERSECTION WITH A NORTH-SOUTH ROAD, 64.0 FEET NORTHEAST OF THE
 TJ0217'CENTER LINE OF THE HIGHWAY, 34.0 FEET NORTH OF A FENCE CORNER, 29.0
 TJ0217'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 2.4 FEET SOUTH OF
 TJ0217'A REFERENCE POST, 1.0 FOOT WEST OF A FENCE LINE, AND SET IN THE TOP OF
 TJ0217'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TJ0217
 TJ0217                          STATION RECOVERY (1994)
 TJ0217
 TJ0217'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 TJ0217'THE STATION IS LOCATED 9.5 MI (15.3 KM) SOUTHEAST OF GLASGOW ALONG THE
 TJ0217'NORTHEAST SIDE OF THE HIGHWAY.
 TJ0217'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 24W, WHICH IS ON
 TJ0217'THE SOUTHEAST EDGE OF GLASGOW, GO SOUTHERLY ON STATE HIGHWAY 24 FOR
 TJ0217'9.25 MI (14.89 KM) TO MILEPOST 64.  CONTINUE SOUTHERLY ON THE HIGHWAY
 TJ0217'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 TJ0217'THE STATION MARK IS 63.3 FT (19.3 M) NORTHEAST OF THE CENTER OF THE
 TJ0217'HIGHWAY, 52.4 FT (16.0 M) SOUTHEAST OF AN APPROACH AND ENTRANCE TO A
 TJ0217'FIELD ROAD AND 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0006 ***********************************************************************
 SQ0006  DESIGNATION -  B 355
 SQ0006  PID         -  SQ0006
 SQ0006  STATE/COUNTY-  MT/MCCONE
 SQ0006  USGS QUAD   -  BOBCAT CREEK (1972)
 SQ0006
 SQ0006                         *CURRENT SURVEY CONTROL
 SQ0006  ___________________________________________________________________
 SQ0006* NAD 83(1986)-  47 58 13.     (N)    106 16 36.     (W)     SCALED    
 SQ0006* NAVD 88     -       806.568  (meters)    2646.22   (feet)  ADJUSTED  
 SQ0006  ___________________________________________________________________
 SQ0006  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SQ0006  DYNAMIC HT  -         806.625 (meters)    2646.40  (feet)  COMP
 SQ0006  MODELED GRAV-     980,655.7   (mgal)                       NAVD 88
 SQ0006
 SQ0006  VERT ORDER  -  FIRST     CLASS II
 SQ0006
 SQ0006.The horizontal coordinates were scaled from a topographic map and have
 SQ0006.an estimated accuracy of +/- 6 seconds.
 SQ0006
 SQ0006.The orthometric height was determined by differential leveling
 SQ0006.and adjusted by the National Geodetic Survey in June 1991..
 SQ0006
 SQ0006.The geoid height was determined by GEOID03.
 SQ0006
 SQ0006.The dynamic height is computed by dividing the NAVD 88
 SQ0006.geopotential number by the normal gravity value computed on the
 SQ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0006.degrees latitude (g = 980.6199 gals.).
 SQ0006
 SQ0006.The modeled gravity was interpolated from observed gravity values.
 SQ0006
 SQ0006;                    North         East    Units  Estimated Accuracy
 SQ0006;SPC MT       -   418,340.      840,500.      MT  (+/- 180 meters Scaled)
 SQ0006
 SQ0006                          SUPERSEDED SURVEY CONTROL
 SQ0006
 SQ0006  NGVD 29 (??/??/92)  805.937  (m)         2644.14   (f) ADJ UNCH    1 2
 SQ0006
 SQ0006.Superseded values are not recommended for survey control.
 SQ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0006.See file dsdata.txt to determine how the superseded data were derived.
 SQ0006
 SQ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP047137(NAD 83)
 SQ0006_MARKER: DB = BENCH MARK DISK
 SQ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0006_STAMPING: B 355 1948
 SQ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0006+STABILITY: SURFACE MOTION
 SQ0006
 SQ0006  HISTORY     - Date     Condition        Report By
 SQ0006  HISTORY     - 1948     MONUMENTED       CGS
 SQ0006
 SQ0006                          STATION DESCRIPTION
 SQ0006
 SQ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0006'9.15 MI SE FROM FORT PECK.
 SQ0006'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0006'PECK DAM AT FORT PECK, THENCE 6.2 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0006'ROAD, 26.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD AT A POINT WHERE
 SQ0006'IT PASSES OVER THE CREST OF A HILL, 2.7 FEET SOUTHEAST OF A REFERENCE
 SQ0006'POST, ON LINE WITH THE EXTENDED CENTER LINE OF A SMALL VALLEY LEADING
 SQ0006'SOUTHWEST TO A LARGE VALLEY, AND SET IN THE TOP OF A CONCRETE POST
 SQ0006'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0133 ***********************************************************************
 TJ0133  DESIGNATION -  B 356
 TJ0133  PID         -  TJ0133
 TJ0133  STATE/COUNTY-  MT/VALLEY
 TJ0133  USGS QUAD   -  FORT PECK (1972)
 TJ0133
 TJ0133                         *CURRENT SURVEY CONTROL
 TJ0133  ___________________________________________________________________
 TJ0133* NAD 83(1986)-  48 04 41.     (N)    106 22 51.     (W)     SCALED    
 TJ0133* NAVD 88     -       623.775  (meters)    2046.50   (feet)  ADJUSTED  
 TJ0133  ___________________________________________________________________
 TJ0133  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0133  DYNAMIC HT  -         623.839 (meters)    2046.71  (feet)  COMP
 TJ0133  MODELED GRAV-     980,693.9   (mgal)                       NAVD 88
 TJ0133
 TJ0133  VERT ORDER  -  FIRST     CLASS II
 TJ0133
 TJ0133.The horizontal coordinates were scaled from a topographic map and have
 TJ0133.an estimated accuracy of +/- 6 seconds.
 TJ0133
 TJ0133.The orthometric height was determined by differential leveling
 TJ0133.and adjusted by the National Geodetic Survey in June 1991..
 TJ0133
 TJ0133.The geoid height was determined by GEOID03.
 TJ0133
 TJ0133.The dynamic height is computed by dividing the NAVD 88
 TJ0133.geopotential number by the normal gravity value computed on the
 TJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0133.degrees latitude (g = 980.6199 gals.).
 TJ0133
 TJ0133.The modeled gravity was interpolated from observed gravity values.
 TJ0133
 TJ0133;                    North         East    Units  Estimated Accuracy
 TJ0133;SPC MT       -   430,000.      832,260.      MT  (+/- 180 meters Scaled)
 TJ0133
 TJ0133                          SUPERSEDED SURVEY CONTROL
 TJ0133
 TJ0133  NGVD 29 (??/??/92)  623.147  (m)         2044.44   (f) ADJ UNCH    1 2
 TJ0133
 TJ0133.Superseded values are not recommended for survey control.
 TJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0133.See file dsdata.txt to determine how the superseded data were derived.
 TJ0133
 TJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP971258(NAD 83)
 TJ0133_MARKER: DB = BENCH MARK DISK
 TJ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0133_STAMPING: B 356 1948
 TJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0133+STABILITY: SURFACE MOTION
 TJ0133
 TJ0133  HISTORY     - Date     Condition        Report By
 TJ0133  HISTORY     - 1948     MONUMENTED       CGS
 TJ0133  HISTORY     - 1972     MARK NOT FOUND   USGS
 TJ0133
 TJ0133                          STATION DESCRIPTION
 TJ0133
 TJ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0133'6.15 MI SW FROM WIOTA.
 TJ0133'6.15 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TJ0133'STATION AT WIOTA, 0.45 MILE EAST OF BENCH MARK A 356, AT A PRIVATE
 TJ0133'ROAD CROSSING, 59.0 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD,
 TJ0133'25.6 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 21.0 FEET EAST OF THE
 TJ0133'CENTER LINE OF THE PRIVATE ROAD, 1.4 FEET NORTH OF A WITNESS POST, SET
 TJ0133'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 TJ0133'GROUND.
 TJ0133
 TJ0133                          STATION RECOVERY (1972)
 TJ0133
 TJ0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0059 ***********************************************************************
 TJ0059  DESIGNATION -  B 357
 TJ0059  PID         -  TJ0059
 TJ0059  STATE/COUNTY-  MT/VALLEY
 TJ0059  USGS QUAD   -  LINDEKE COULEE (1972)
 TJ0059
 TJ0059                         *CURRENT SURVEY CONTROL
 TJ0059  ___________________________________________________________________
 TJ0059* NAD 83(1986)-  48 09 21.     (N)    106 25 59.     (W)     SCALED    
 TJ0059* NAVD 88     -       630.448  (meters)    2068.39   (feet)  ADJUSTED  
 TJ0059  ___________________________________________________________________
 TJ0059  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0059  DYNAMIC HT  -         630.516 (meters)    2068.62  (feet)  COMP
 TJ0059  MODELED GRAV-     980,699.8   (mgal)                       NAVD 88
 TJ0059
 TJ0059  VERT ORDER  -  FIRST     CLASS II
 TJ0059
 TJ0059.The horizontal coordinates were scaled from a topographic map and have
 TJ0059.an estimated accuracy of +/- 6 seconds.
 TJ0059
 TJ0059.The orthometric height was determined by differential leveling
 TJ0059.and adjusted by the National Geodetic Survey in June 1991..
 TJ0059
 TJ0059.The geoid height was determined by GEOID03.
 TJ0059
 TJ0059.The dynamic height is computed by dividing the NAVD 88
 TJ0059.geopotential number by the normal gravity value computed on the
 TJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0059.degrees latitude (g = 980.6199 gals.).
 TJ0059
 TJ0059.The modeled gravity was interpolated from observed gravity values.
 TJ0059
 TJ0059;                    North         East    Units  Estimated Accuracy
 TJ0059;SPC MT       -   438,480.      828,030.      MT  (+/- 180 meters Scaled)
 TJ0059
 TJ0059                          SUPERSEDED SURVEY CONTROL
 TJ0059
 TJ0059  NGVD 29 (??/??/92)  629.820  (m)         2066.33   (f) ADJ UNCH    1 2
 TJ0059
 TJ0059.Superseded values are not recommended for survey control.
 TJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0059.See file dsdata.txt to determine how the superseded data were derived.
 TJ0059
 TJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP934346(NAD 83)
 TJ0059_MARKER: DB = BENCH MARK DISK
 TJ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0059_STAMPING: B 357 1948
 TJ0059_MARK LOGO: CGS   
 TJ0059_PROJECTION: PROJECTING 10 CENTIMETERS
 TJ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0059+STABILITY: SURFACE MOTION
 TJ0059
 TJ0059  HISTORY     - Date     Condition        Report By
 TJ0059  HISTORY     - 1948     MONUMENTED       CGS
 TJ0059  HISTORY     - 1980     GOOD             NGS
 TJ0059
 TJ0059                          STATION DESCRIPTION
 TJ0059
 TJ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0059'4.0 MI W FROM NASHUA.
 TJ0059'4.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0059'NASHUA, VALLEY COUNTY, 304.5 FEET WEST OF THE SOUTHWEST CORNER OF
 TJ0059'BRIDGE 267/1, 288.5 FEET EAST OF THE SOUTHEAST CORNER OF BRIDGE 267/2,
 TJ0059'6 POLES WEST OF MILEPOST 267, 150.3 FEET EAST OF THE SOUTHEAST CORNER
 TJ0059'OF THE CONCRETE BASE OF RAILWAY SIGNAL 2672, 74.8 FEET SOUTH OF THE
 TJ0059'SOUTH RAIL OF THE TRACK, 3.6 FEET WEST OF A POLE, IN LINE WITH THE ROW
 TJ0059'OF POLES, 2.3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 7 FEET
 TJ0059'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED B 357 1948 AND SET IN
 TJ0059'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 TJ0059
 TJ0059                          STATION RECOVERY (1980)
 TJ0059
 TJ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0059'6.6 KM (4.1 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0059'FROM THE CROSSING OF STATE HIGHWAY 117 IN NASHUA, 92.7 METERS
 TJ0059'(304.0 FT) WEST OF THE SOUTHWEST CORNER OF BRIDGE NUMBER 267/1,
 TJ0059'87.8 METERS (288.0 FT) EAST OF THE SOUTHEAST CORNER OF BRIDGE NUMBER
 TJ0059'267/2, 22.8 METERS (74.8 FT) SOUTH OF THE NEAR RAIL, 7.6 METERS
 TJ0059'(25.0 FT) NORTH OF THE CENTER OF A FIELD ROAD, AND 1.1 METERS
 TJ0059'(3.5 FT) WEST OF A UTILITY POLE.
 TJ0059'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 TJ0059'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0115 ***********************************************************************
 TJ0115  DESIGNATION -  B 358
 TJ0115  PID         -  TJ0115
 TJ0115  STATE/COUNTY-  MT/VALLEY
 TJ0115  USGS QUAD   -  FRAZER (1972)
 TJ0115
 TJ0115                         *CURRENT SURVEY CONTROL
 TJ0115  ___________________________________________________________________
 TJ0115* NAD 83(1986)-  48 03 08.     (N)    106 02 56.     (W)     SCALED    
 TJ0115* NAVD 88     -       628.376  (meters)    2061.60   (feet)  ADJUSTED  
 TJ0115  ___________________________________________________________________
 TJ0115  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TJ0115  DYNAMIC HT  -         628.446 (meters)    2061.83  (feet)  COMP
 TJ0115  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 TJ0115
 TJ0115  VERT ORDER  -  FIRST     CLASS II
 TJ0115
 TJ0115.The horizontal coordinates were scaled from a topographic map and have
 TJ0115.an estimated accuracy of +/- 6 seconds.
 TJ0115
 TJ0115.The orthometric height was determined by differential leveling
 TJ0115.and adjusted by the National Geodetic Survey in June 1991..
 TJ0115
 TJ0115.The geoid height was determined by GEOID03.
 TJ0115
 TJ0115.The dynamic height is computed by dividing the NAVD 88
 TJ0115.geopotential number by the normal gravity value computed on the
 TJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0115.degrees latitude (g = 980.6199 gals.).
 TJ0115
 TJ0115.The modeled gravity was interpolated from observed gravity values.
 TJ0115
 TJ0115;                    North         East    Units  Estimated Accuracy
 TJ0115;SPC MT       -   428,170.      857,080.      MT  (+/- 180 meters Scaled)
 TJ0115
 TJ0115                          SUPERSEDED SURVEY CONTROL
 TJ0115
 TJ0115  NGVD 29 (??/??/92)  627.779  (m)         2059.64   (f) ADJ UNCH    1 2
 TJ0115
 TJ0115.Superseded values are not recommended for survey control.
 TJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0115.See file dsdata.txt to determine how the superseded data were derived.
 TJ0115
 TJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP218226(NAD 83)
 TJ0115_MARKER: DB = BENCH MARK DISK
 TJ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0115_STAMPING: B 358 1948
 TJ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0115+STABILITY: SURFACE MOTION
 TJ0115
 TJ0115  HISTORY     - Date     Condition        Report By
 TJ0115  HISTORY     - 1948     MONUMENTED       CGS
 TJ0115
 TJ0115                          STATION DESCRIPTION
 TJ0115
 TJ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0115'0.55 MI SW FROM FRAZER.
 TJ0115'0.55 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 TJ0115'FRAZER, ON THE OUTSIDE OF A CURVE, 46.5 FEET WEST OF THE WEST END OF A
 TJ0115'WIRE GATE ACROSS A TRAIL LEADING SOUTH, 32.0 FEET WEST OF THE EXTENDED
 TJ0115'CENTER LINE OF THE ROAD LEADING NORTH FROM THE CURVE, 12.0 FEET SOUTH
 TJ0115'OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST FROM THE CURVE,
 TJ0115'2.5 FEET NORTH OF A FENCE, 1.8 FEET WEST OF A REFERENCE POST, AND SET
 TJ0115'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0215 ***********************************************************************
 RU0215  DESIGNATION -  B 36
 RU0215  PID         -  RU0215
 RU0215  STATE/COUNTY-  MT/ROSEBUD
 RU0215  USGS QUAD   -  MC GINNIS BUTTE SW (1965)
 RU0215
 RU0215                         *CURRENT SURVEY CONTROL
 RU0215  ___________________________________________________________________
 RU0215* NAD 83(1986)-  46 46 48.     (N)    107 22 42.     (W)     SCALED    
 RU0215* NAVD 88     -       890.909  (meters)    2922.92   (feet)  ADJUSTED  
 RU0215  ___________________________________________________________________
 RU0215  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 RU0215  DYNAMIC HT  -         890.849 (meters)    2922.73  (feet)  COMP
 RU0215  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 RU0215
 RU0215  VERT ORDER  -  FIRST     CLASS II
 RU0215
 RU0215.The horizontal coordinates were scaled from a topographic map and have
 RU0215.an estimated accuracy of +/- 6 seconds.
 RU0215
 RU0215.The orthometric height was determined by differential leveling
 RU0215.and adjusted by the National Geodetic Survey in June 1991..
 RU0215
 RU0215.The geoid height was determined by GEOID03.
 RU0215
 RU0215.The dynamic height is computed by dividing the NAVD 88
 RU0215.geopotential number by the normal gravity value computed on the
 RU0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0215.degrees latitude (g = 980.6199 gals.).
 RU0215
 RU0215.The modeled gravity was interpolated from observed gravity values.
 RU0215
 RU0215;                    North         East    Units  Estimated Accuracy
 RU0215;SPC MT       -   283,330.      761,910.      MT  (+/- 180 meters Scaled)
 RU0215
 RU0215                          SUPERSEDED SURVEY CONTROL
 RU0215
 RU0215  NGVD 29 (??/??/92)  890.225  (m)         2920.68   (f) ADJ UNCH    1 2
 RU0215
 RU0215.Superseded values are not recommended for survey control.
 RU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0215.See file dsdata.txt to determine how the superseded data were derived.
 RU0215
 RU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM184834(NAD 83)
 RU0215_MARKER: DB = BENCH MARK DISK
 RU0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0215_STAMPING: 2920.680 B 36 1931
 RU0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0215+STABILITY: SURFACE MOTION
 RU0215
 RU0215  HISTORY     - Date     Condition        Report By
 RU0215  HISTORY     - 1931     MONUMENTED       CGS
 RU0215
 RU0215                          STATION DESCRIPTION
 RU0215
 RU0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0215'13.5 MI N FROM INGOMAR.
 RU0215'ABOUT 13.5 MILES NORTH ALONG THE INGOMAR-EDWARDS ROAD FROM THE
 RU0215'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT INGOMAR,
 RU0215'ROSEBUD COUNTY, AT THE NORTH END OF A FLAT ABOUT 2 MILES WIDE, AT THE
 RU0215'SUMMIT OF A SMALL RISE, AND ABOUT 40 FEET WEST OF THE ROAD.  A
 RU0215'STANDARD DISK, STAMPED 2920.680 B 36 1931 AND SET IN THE TOP OF A
 RU0215'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0315 ***********************************************************************
 TH0315  DESIGNATION -  B 360
 TH0315  PID         -  TH0315
 TH0315  STATE/COUNTY-  MT/VALLEY
 TH0315  USGS QUAD   -  TODD LAKES (1983)
 TH0315
 TH0315                         *CURRENT SURVEY CONTROL
 TH0315  ___________________________________________________________________
 TH0315* NAD 83(1986)-  48 21 02.     (N)    105 59 57.     (W)     SCALED    
 TH0315* NAVD 88     -       849.595  (meters)    2787.38   (feet)  ADJUSTED  
 TH0315  ___________________________________________________________________
 TH0315  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TH0315  DYNAMIC HT  -         849.674 (meters)    2787.64  (feet)  COMP
 TH0315  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 TH0315
 TH0315  VERT ORDER  -  SECOND    CLASS 0
 TH0315
 TH0315.The horizontal coordinates were scaled from a topographic map and have
 TH0315.an estimated accuracy of +/- 6 seconds.
 TH0315
 TH0315.The orthometric height was determined by differential leveling
 TH0315.and adjusted by the National Geodetic Survey in June 1991..
 TH0315
 TH0315.The geoid height was determined by GEOID03.
 TH0315
 TH0315.The dynamic height is computed by dividing the NAVD 88
 TH0315.geopotential number by the normal gravity value computed on the
 TH0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0315.degrees latitude (g = 980.6199 gals.).
 TH0315
 TH0315.The modeled gravity was interpolated from observed gravity values.
 TH0315
 TH0315;                    North         East    Units  Estimated Accuracy
 TH0315;SPC MT       -   461,460.      859,300.      MT  (+/- 180 meters Scaled)
 TH0315
 TH0315                          SUPERSEDED SURVEY CONTROL
 TH0315
 TH0315  NGVD 29 (??/??/92)  848.951  (m)         2785.27   (f) ADJ UNCH    2 0
 TH0315
 TH0315.Superseded values are not recommended for survey control.
 TH0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0315.See file dsdata.txt to determine how the superseded data were derived.
 TH0315
 TH0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP259557(NAD 83)
 TH0315_MARKER: DB = BENCH MARK DISK
 TH0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0315_STAMPING: B 360 1948
 TH0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0315+STABILITY: SURFACE MOTION
 TH0315
 TH0315  HISTORY     - Date     Condition        Report By
 TH0315  HISTORY     - 1948     MONUMENTED       CGS
 TH0315
 TH0315                          STATION DESCRIPTION
 TH0315
 TH0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0315'22.3 MI NE FROM FRAZER.
 TH0315'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0315'STATION AT FRAZER, THENCE 20.1 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0315'AT A ROAD INTERSECTION, 46.0 FEET EAST OF AND 3.0 FEET LOWER THAN THE
 TH0315'CENTER LINE OF A NORTH-SOUTH ROAD, 32.0 FEET SOUTH OF THE CENTER LINE
 TH0315'OF AN EAST-WEST ROAD, 6.0 FEET EAST OF A FENCE CORNER, 1.4 FEET NORTH
 TH0315'OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 TH0315'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0291 ***********************************************************************
 TH0291  DESIGNATION -  B 361
 TH0291  PID         -  TH0291
 TH0291  STATE/COUNTY-  MT/ROOSEVELT
 TH0291  USGS QUAD   -  VOLT (1983)
 TH0291
 TH0291                         *CURRENT SURVEY CONTROL
 TH0291  ___________________________________________________________________
 TH0291* NAD 83(1986)-  48 27 43.     (N)    105 38 50.     (W)     SCALED    
 TH0291* NAVD 88     -       877.775  (meters)    2879.83   (feet)  ADJUSTED  
 TH0291  ___________________________________________________________________
 TH0291  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TH0291  DYNAMIC HT  -         877.881 (meters)    2880.18  (feet)  COMP
 TH0291  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 TH0291
 TH0291  VERT ORDER  -  SECOND    CLASS 0
 TH0291
 TH0291.The horizontal coordinates were scaled from a topographic map and have
 TH0291.an estimated accuracy of +/- 6 seconds.
 TH0291
 TH0291.The orthometric height was determined by differential leveling
 TH0291.and adjusted by the National Geodetic Survey in June 1991..
 TH0291
 TH0291.The geoid height was determined by GEOID03.
 TH0291
 TH0291.The dynamic height is computed by dividing the NAVD 88
 TH0291.geopotential number by the normal gravity value computed on the
 TH0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0291.degrees latitude (g = 980.6199 gals.).
 TH0291
 TH0291.The modeled gravity was interpolated from observed gravity values.
 TH0291
 TH0291;                    North         East    Units  Estimated Accuracy
 TH0291;SPC MT       -   475,050.      884,740.      MT  (+/- 180 meters Scaled)
 TH0291
 TH0291                          SUPERSEDED SURVEY CONTROL
 TH0291
 TH0291  NGVD 29 (??/??/92)  877.159  (m)         2877.81   (f) ADJ UNCH    2 0
 TH0291
 TH0291.Superseded values are not recommended for survey control.
 TH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0291.See file dsdata.txt to determine how the superseded data were derived.
 TH0291
 TH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP521678(NAD 83)
 TH0291_MARKER: DB = BENCH MARK DISK
 TH0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0291_STAMPING: B 361 1948
 TH0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0291+STABILITY: SURFACE MOTION
 TH0291
 TH0291  HISTORY     - Date     Condition        Report By
 TH0291  HISTORY     - 1948     MONUMENTED       CGS
 TH0291  HISTORY     - 1953     GOOD             DOD
 TH0291
 TH0291                          STATION DESCRIPTION
 TH0291
 TH0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0291'25.8 MI NW FROM WOLF POINT.
 TH0291'0.2 MILE WEST ALONG AN ASPHALT STREET FROM THE GREAT NORTHERN RAILROAD
 TH0291'STATION AT WOLF POINT, THENCE 25.6 MILES NORTH ALONG A GRADED DIRT
 TH0291'ROAD, AT THE NORTHEAST CORNER OF SECTION 7 T. 31 N., R. 47 E., ON THE
 TH0291'OUTSIDE OF A CURVE, 40.0 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 TH0291'ROAD LEADING SOUTH FROM THE CURVE, 36.0 FEET SOUTH OF A FENCE CORNER,
 TH0291'4.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING EAST
 TH0291'FROM THE CURVE, 1.9 FEET SOUTH OF A WITNESS POST, 1.4 FEET EAST OF A
 TH0291'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 TH0291'THE GROUND.
 TH0291
 TH0291                          STATION RECOVERY (1953)
 TH0291
 TH0291'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 TH0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0282 ***********************************************************************
 SQ0282  DESIGNATION -  B 362
 SQ0282  PID         -  SQ0282
 SQ0282  STATE/COUNTY-  MT/VALLEY
 SQ0282  USGS QUAD   -  SMITH COULEE (1973)
 SQ0282
 SQ0282                         *CURRENT SURVEY CONTROL
 SQ0282  ___________________________________________________________________
 SQ0282* NAD 83(1986)-  47 48 34.     (N)    107 16 06.     (W)     SCALED    
 SQ0282* NAVD 88     -       932.071  (meters)    3057.97   (feet)  ADJUSTED  
 SQ0282  ___________________________________________________________________
 SQ0282  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 SQ0282  DYNAMIC HT  -         932.098 (meters)    3058.06  (feet)  COMP
 SQ0282  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 SQ0282
 SQ0282  VERT ORDER  -  SECOND    CLASS 0
 SQ0282
 SQ0282.The horizontal coordinates were scaled from a topographic map and have
 SQ0282.an estimated accuracy of +/- 6 seconds.
 SQ0282
 SQ0282.The orthometric height was determined by differential leveling
 SQ0282.and adjusted by the National Geodetic Survey in June 1991..
 SQ0282
 SQ0282.The geoid height was determined by GEOID03.
 SQ0282
 SQ0282.The dynamic height is computed by dividing the NAVD 88
 SQ0282.geopotential number by the normal gravity value computed on the
 SQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0282.degrees latitude (g = 980.6199 gals.).
 SQ0282
 SQ0282.The modeled gravity was interpolated from observed gravity values.
 SQ0282
 SQ0282;                    North         East    Units  Estimated Accuracy
 SQ0282;SPC MT       -   397,900.      767,040.      MT  (+/- 180 meters Scaled)
 SQ0282
 SQ0282                          SUPERSEDED SURVEY CONTROL
 SQ0282
 SQ0282  NGVD 29 (??/??/92)  931.356  (m)         3055.62   (f) ADJ UNCH    2 0
 SQ0282
 SQ0282.Superseded values are not recommended for survey control.
 SQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0282.See file dsdata.txt to determine how the superseded data were derived.
 SQ0282
 SQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN301976(NAD 83)
 SQ0282_MARKER: DB = BENCH MARK DISK
 SQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0282_STAMPING: B 362 1948
 SQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0282+STABILITY: SURFACE MOTION
 SQ0282
 SQ0282  HISTORY     - Date     Condition        Report By
 SQ0282  HISTORY     - 1948     MONUMENTED       CGS
 SQ0282  HISTORY     - 1973     GOOD             USGS
 SQ0282
 SQ0282                          STATION DESCRIPTION
 SQ0282
 SQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0282'53.0 MI S FROM SACO.
 SQ0282'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0282'RAILWAY STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0282'THENCE 7.8 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL, THENCE 3.65
 SQ0282'MILES EAST ALONG A TRAIL, THENCE 4.65 MILES SOUTHEAST ALONG A DIM
 SQ0282'TRAIL.  ON TOP OF A HILL, 0.3 MILE NORTHWEST OF THE SOUTHEAST CORNER
 SQ0282'OF SECTION 30, T. 24 N., R. 35 E., 36.0 FEET SOUTHWEST OF THE CENTER
 SQ0282'LINE OF THE TRAIL, 2.1 FEET NORTHWEST OF A REFERENCE POST, AND SET IN
 SQ0282'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND. NOTE
 SQ0282'-- 9.4 MI. SE ALONG STATE HWY. 24 FROM THE BURLINGTON NORTHERN RAILWAY
 SQ0282'STATION IN GLASGOW, THENCE 3.1 MI. S ALONG GRADED RD., THENCE 37.9 MI.
 SQ0282'SW ALONG RD. TO BURKES RANCH, THENCE 3.0 MI. N ALONG TRACK RD., ABOUT
 SQ0282'0.25 MI. NW OF A GATE, ON TOP OF A HILL, AND 36 FT. SW OF CENTERLINE
 SQ0282'OF RD..
 SQ0282
 SQ0282                          STATION RECOVERY (1973)
 SQ0282
 SQ0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0193 ***********************************************************************
 SQ0193  DESIGNATION -  B 363
 SQ0193  PID         -  SQ0193
 SQ0193  STATE/COUNTY-  MT/VALLEY
 SQ0193  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0193
 SQ0193                         *CURRENT SURVEY CONTROL
 SQ0193  ___________________________________________________________________
 SQ0193* NAD 83(1986)-  47 51 05.     (N)    106 48 24.     (W)     SCALED    
 SQ0193* NAVD 88     -       802.494  (meters)    2632.85   (feet)  ADJUSTED  
 SQ0193  ___________________________________________________________________
 SQ0193  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SQ0193  DYNAMIC HT  -         802.553 (meters)    2633.04  (feet)  COMP
 SQ0193  MODELED GRAV-     980,658.0   (mgal)                       NAVD 88
 SQ0193
 SQ0193  VERT ORDER  -  SECOND    CLASS 0
 SQ0193
 SQ0193.The horizontal coordinates were scaled from a topographic map and have
 SQ0193.an estimated accuracy of +/- 6 seconds.
 SQ0193
 SQ0193.The orthometric height was determined by differential leveling
 SQ0193.and adjusted by the National Geodetic Survey in June 1991..
 SQ0193
 SQ0193.The geoid height was determined by GEOID03.
 SQ0193
 SQ0193.The dynamic height is computed by dividing the NAVD 88
 SQ0193.geopotential number by the normal gravity value computed on the
 SQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0193.degrees latitude (g = 980.6199 gals.).
 SQ0193
 SQ0193.The modeled gravity was interpolated from observed gravity values.
 SQ0193
 SQ0193;                    North         East    Units  Estimated Accuracy
 SQ0193;SPC MT       -   403,640.      801,430.      MT  (+/- 180 meters Scaled)
 SQ0193
 SQ0193                          SUPERSEDED SURVEY CONTROL
 SQ0193
 SQ0193  NGVD 29 (??/??/92)  801.845  (m)         2630.72   (f) ADJ UNCH    2 0
 SQ0193
 SQ0193.Superseded values are not recommended for survey control.
 SQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0193.See file dsdata.txt to determine how the superseded data were derived.
 SQ0193
 SQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP648013(NAD 83)
 SQ0193_MARKER: DB = BENCH MARK DISK
 SQ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0193_STAMPING: B 363 1948
 SQ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0193+STABILITY: SURFACE MOTION
 SQ0193
 SQ0193  HISTORY     - Date     Condition        Report By
 SQ0193  HISTORY     - 1948     MONUMENTED       CGS
 SQ0193
 SQ0193                          STATION DESCRIPTION
 SQ0193
 SQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0193'34.8 MI S FROM GLASGOW.
 SQ0193'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0193'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0193'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9
 SQ0193'MILES SOUTHEAST ALONG A TRAIL.  IN A TRIANGULAR PLOT OF GROUND AT A
 SQ0193'TRAIL JUNCTION, 58.0 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL
 SQ0193'ALONG THE NORTHWEST SIDE OF THE TRIANGULAR PLOT OF GROUND, 53.0 FEET
 SQ0193'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ALONG THE NORTHEAST SIDE OF
 SQ0193'THE TRIANGULAR PLOT OF GROUND, 42.0 FEET NORTHEAST OF THE CENTER LINE
 SQ0193'OF THE TRAIL ALONG THE SOUTHWEST SIDE OF THE TRIANGULAR PLOT OF
 SQ0193'GROUND, 1.8 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 SQ0193'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0269 ***********************************************************************
 SQ0269  DESIGNATION -  B 364
 SQ0269  PID         -  SQ0269
 SQ0269  STATE/COUNTY-  MT/VALLEY
 SQ0269  USGS QUAD   -  WAGON COULEE (1971)
 SQ0269
 SQ0269                         *CURRENT SURVEY CONTROL
 SQ0269  ___________________________________________________________________
 SQ0269* NAD 83(1986)-  47 43 08.     (N)    107 12 53.     (W)     SCALED    
 SQ0269* NAVD 88     -       880.396  (meters)    2888.43   (feet)  ADJUSTED  
 SQ0269  ___________________________________________________________________
 SQ0269  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SQ0269  DYNAMIC HT  -         880.426 (meters)    2888.53  (feet)  COMP
 SQ0269  MODELED GRAV-     980,615.9   (mgal)                       NAVD 88
 SQ0269
 SQ0269  VERT ORDER  -  SECOND    CLASS 0
 SQ0269
 SQ0269.The horizontal coordinates were scaled from a topographic map and have
 SQ0269.an estimated accuracy of +/- 6 seconds.
 SQ0269
 SQ0269.The orthometric height was determined by differential leveling
 SQ0269.and adjusted by the National Geodetic Survey in June 1991..
 SQ0269
 SQ0269.The geoid height was determined by GEOID03.
 SQ0269
 SQ0269.The dynamic height is computed by dividing the NAVD 88
 SQ0269.geopotential number by the normal gravity value computed on the
 SQ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0269.degrees latitude (g = 980.6199 gals.).
 SQ0269
 SQ0269.The modeled gravity was interpolated from observed gravity values.
 SQ0269
 SQ0269;                    North         East    Units  Estimated Accuracy
 SQ0269;SPC MT       -   387,960.      771,350.      MT  (+/- 180 meters Scaled)
 SQ0269
 SQ0269                          SUPERSEDED SURVEY CONTROL
 SQ0269
 SQ0269  NGVD 29 (??/??/92)  879.696  (m)         2886.14   (f) ADJ UNCH    2 0
 SQ0269
 SQ0269.Superseded values are not recommended for survey control.
 SQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0269.See file dsdata.txt to determine how the superseded data were derived.
 SQ0269
 SQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN339874(NAD 83)
 SQ0269_MARKER: DB = BENCH MARK DISK
 SQ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0269_STAMPING: B 364 1948
 SQ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0269+STABILITY: SURFACE MOTION
 SQ0269
 SQ0269  HISTORY     - Date     Condition        Report By
 SQ0269  HISTORY     - 1948     MONUMENTED       CGS
 SQ0269
 SQ0269                          STATION DESCRIPTION
 SQ0269
 SQ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0269'58.4 MI S FROM GLASGOW.
 SQ0269'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0269'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0269'ROAD, THENCE 41.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.4
 SQ0269'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES SOUTHEAST ALONG
 SQ0269'A TRAIL.  0.15 MILE NORTHWEST OF A DRY WASH CROSSING AT THE HEAD OF A
 SQ0269'PINE COVERED RAVINE LEADING SW, 49.0 FEET NORTHEAST OF AND LEVEL
 SQ0269'WITH THE CENTER LINE OF THE TRAIL, 1.8 FEET SOUTHEAST OF A REFERENCE
 SQ0269'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SQ0269'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0254 ***********************************************************************
 TJ0254  DESIGNATION -  B 365
 TJ0254  PID         -  TJ0254
 TJ0254  STATE/COUNTY-  MT/VALLEY
 TJ0254  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0254
 TJ0254                         *CURRENT SURVEY CONTROL
 TJ0254  ___________________________________________________________________
 TJ0254* NAD 83(1986)-  48 54 35.     (N)    106 48 31.     (W)     SCALED    
 TJ0254* NAVD 88     -       816.684  (meters)    2679.40   (feet)  ADJUSTED  
 TJ0254  ___________________________________________________________________
 TJ0254  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TJ0254  DYNAMIC HT  -         816.802 (meters)    2679.79  (feet)  COMP
 TJ0254  MODELED GRAV-     980,727.6   (mgal)                       NAVD 88
 TJ0254
 TJ0254  VERT ORDER  -  SECOND    CLASS 0
 TJ0254
 TJ0254.The horizontal coordinates were scaled from a topographic map and have
 TJ0254.an estimated accuracy of +/- 6 seconds.
 TJ0254
 TJ0254.The orthometric height was determined by differential leveling
 TJ0254.and adjusted by the National Geodetic Survey in June 1991..
 TJ0254
 TJ0254.The geoid height was determined by GEOID03.
 TJ0254
 TJ0254.The dynamic height is computed by dividing the NAVD 88
 TJ0254.geopotential number by the normal gravity value computed on the
 TJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0254.degrees latitude (g = 980.6199 gals.).
 TJ0254
 TJ0254.The modeled gravity was interpolated from observed gravity values.
 TJ0254
 TJ0254;                    North         East    Units  Estimated Accuracy
 TJ0254;SPC MT       -   521,220.      797,240.      MT  (+/- 180 meters Scaled)
 TJ0254
 TJ0254                          SUPERSEDED SURVEY CONTROL
 TJ0254
 TJ0254  NGVD 29 (??/??/92)  815.998  (m)         2677.15   (f) ADJ UNCH    2 0
 TJ0254
 TJ0254.Superseded values are not recommended for survey control.
 TJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0254.See file dsdata.txt to determine how the superseded data were derived.
 TJ0254
 TJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ674189(NAD 83)
 TJ0254_MARKER: DB = BENCH MARK DISK
 TJ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0254_STAMPING: B 365 1948
 TJ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0254+STABILITY: SURFACE MOTION
 TJ0254
 TJ0254  HISTORY     - Date     Condition        Report By
 TJ0254  HISTORY     - 1948     MONUMENTED       CGS
 TJ0254  HISTORY     - 1976     GOOD             USGS
 TJ0254
 TJ0254                          STATION DESCRIPTION
 TJ0254
 TJ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0254'20.95 MI WNW FROM OPHEIM.
 TJ0254'3.2 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TJ0254'STATION AT OPHEIM, THENCE 8.3 MILES NORTHWEST ALONG A GRADED DIRT
 TJ0254'ROAD, THENCE 9.45 MILES WEST ALONG A GRADED DIRT ROAD, 0.65 MILE WEST
 TJ0254'OF A 60-FOOT WOODEN BRIDGE (NO. 491), 167 YARDS (PACED) EAST OF AN
 TJ0254'18-INCH CORRUGATED IRON CULVERT, 58.0 FEET SOUTHEAST OF AND 4.0 FEET
 TJ0254'HIGHER THAN THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHWEST OF A
 TJ0254'REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TJ0254'FOOT ABOVE THE GROUND.
 TJ0254
 TJ0254                          STATION RECOVERY (1976)
 TJ0254
 TJ0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0254'FROM THE POST OFFICE IN OPHEIM GO SOUTH 0.1 MI., THENCE WEST ON PAVED
 TJ0254'THEN GRAVELED COUNTY ROAD TOWARDS THOENY FOR 18.7 MI. TO A COUNTY
 TJ0254'ROAD NORTH AT A BEND SOUTH OF THE MAIN ROAD, THENCE NORTH 0.25 MI. TO
 TJ0254'A CATTLE GUARD, THENCE WEST THRU A WIRE GATE AND ON OLD CO. ROAD AND
 TJ0254'SOUTH A TOTAL OF 1.6 MI. TO TOP OF HILL AND BM ON LEFT 58 FT.
 TJ0254'SOUTHEAST OF ROAD. A STANDARD CAP SET IN A CONCRETE POST PROJECTING
 TJ0254'0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0126 ***********************************************************************
 TL0126  DESIGNATION -  B 367
 TL0126  PID         -  TL0126
 TL0126  STATE/COUNTY-  MT/CHOUTEAU
 TL0126  USGS QUAD   -  DISCOVERY BUTTE (1969)
 TL0126
 TL0126                         *CURRENT SURVEY CONTROL
 TL0126  ___________________________________________________________________
 TL0126* NAD 83(1986)-  48 13 12.     (N)    110 30 16.     (W)     SCALED    
 TL0126* NAVD 88     -       889.752  (meters)    2919.13   (feet)  ADJUSTED  
 TL0126  ___________________________________________________________________
 TL0126  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TL0126  DYNAMIC HT  -         889.801 (meters)    2919.29  (feet)  COMP
 TL0126  MODELED GRAV-     980,636.3   (mgal)                       NAVD 88
 TL0126
 TL0126  VERT ORDER  -  SECOND    CLASS 0
 TL0126
 TL0126.The horizontal coordinates were scaled from a topographic map and have
 TL0126.an estimated accuracy of +/- 6 seconds.
 TL0126
 TL0126.The orthometric height was determined by differential leveling
 TL0126.and adjusted by the National Geodetic Survey in June 1991..
 TL0126
 TL0126.The geoid height was determined by GEOID03.
 TL0126
 TL0126.The dynamic height is computed by dividing the NAVD 88
 TL0126.geopotential number by the normal gravity value computed on the
 TL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0126.degrees latitude (g = 980.6199 gals.).
 TL0126
 TL0126.The modeled gravity was interpolated from observed gravity values.
 TL0126
 TL0126;                    North         East    Units  Estimated Accuracy
 TL0126;SPC MT       -   441,630.      525,390.      MT  (+/- 180 meters Scaled)
 TL0126
 TL0126                          SUPERSEDED SURVEY CONTROL
 TL0126
 TL0126  NGVD 29 (??/??/92)  888.880  (m)         2916.27   (f) ADJ UNCH    2 0
 TL0126
 TL0126.Superseded values are not recommended for survey control.
 TL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0126.See file dsdata.txt to determine how the superseded data were derived.
 TL0126
 TL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU368408(NAD 83)
 TL0126_MARKER: DB = BENCH MARK DISK
 TL0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0126_STAMPING: B 367 1948
 TL0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0126+STABILITY: SURFACE MOTION
 TL0126
 TL0126  HISTORY     - Date     Condition        Report By
 TL0126  HISTORY     - 1948     MONUMENTED       CGS
 TL0126
 TL0126                          STATION DESCRIPTION
 TL0126
 TL0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0126'21.2 MI NW FROM BIG SANDY.
 TL0126'0.3 MILE SOUTHWEST ALONG U. S. HIGHWAY 87 FROM THE NORTHERN MONTANA
 TL0126'STATE BANK AT BIG SANDY, THENCE 16.9 MILES WEST ALONG A GRADED DIRT
 TL0126'ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 TL0126'WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED
 TL0126'DIRT ROAD, AT A ROAD JUNCTION, AT THE NORTHWEST CORNER OF SECTION 6,
 TL0126'T. 28 N., R. 10 E., 89.0 FEET EAST OF THE CENTER LINE OF A ROAD
 TL0126'LEADING SOUTH, 31.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 TL0126'ROAD, 1.6 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 TL0126'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0146 ***********************************************************************
 TL0146  DESIGNATION -  B 369
 TL0146  PID         -  TL0146
 TL0146  STATE/COUNTY-  MT/LIBERTY
 TL0146  USGS QUAD   -  CIRCLE BRIDGE (1970)
 TL0146
 TL0146                         *CURRENT SURVEY CONTROL
 TL0146  ___________________________________________________________________
 TL0146* NAD 83(1986)-  48 19 16.     (N)    110 57 02.     (W)     SCALED    
 TL0146* NAVD 88     -       919.330  (meters)    3016.17   (feet)  ADJUSTED  
 TL0146  ___________________________________________________________________
 TL0146  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 TL0146  DYNAMIC HT  -         919.387 (meters)    3016.36  (feet)  COMP
 TL0146  MODELED GRAV-     980,642.0   (mgal)                       NAVD 88
 TL0146
 TL0146  VERT ORDER  -  SECOND    CLASS 0
 TL0146
 TL0146.The horizontal coordinates were scaled from a topographic map and have
 TL0146.an estimated accuracy of +/- 6 seconds.
 TL0146
 TL0146.The orthometric height was determined by differential leveling
 TL0146.and adjusted by the National Geodetic Survey in June 1991..
 TL0146
 TL0146.The geoid height was determined by GEOID03.
 TL0146
 TL0146.The dynamic height is computed by dividing the NAVD 88
 TL0146.geopotential number by the normal gravity value computed on the
 TL0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0146.degrees latitude (g = 980.6199 gals.).
 TL0146
 TL0146.The modeled gravity was interpolated from observed gravity values.
 TL0146
 TL0146;                    North         East    Units  Estimated Accuracy
 TL0146;SPC MT       -   453,380.      492,470.      MT  (+/- 180 meters Scaled)
 TL0146
 TL0146                          SUPERSEDED SURVEY CONTROL
 TL0146
 TL0146  NGVD 29 (??/??/92)  918.435  (m)         3013.23   (f) ADJ UNCH    2 0
 TL0146
 TL0146.Superseded values are not recommended for survey control.
 TL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0146.See file dsdata.txt to determine how the superseded data were derived.
 TL0146
 TL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU036519(NAD 83)
 TL0146_MARKER: DB = BENCH MARK DISK
 TL0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0146_STAMPING: B 369 1948
 TL0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0146+STABILITY: SURFACE MOTION
 TL0146
 TL0146  HISTORY     - Date     Condition        Report By
 TL0146  HISTORY     - 1948     MONUMENTED       CGS
 TL0146  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0146
 TL0146                          STATION DESCRIPTION
 TL0146
 TL0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0146'14.7 MI S FROM CHESTER.
 TL0146'0.5 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TL0146'STATION AT CHESTER, THENCE 10.2 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0146'THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST
 TL0146'ALONG A DIRT ROAD, AT A ROAD INTERSECTION, AT THE SOUTHWEST CORNER OF
 TL0146'SECTION 27, T. 30 N., R. 6 E., 39.0 FEET EAST OF THE CENTER LINE OF A
 TL0146'NORTH-SOUTH ROAD, 30.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 TL0146'ROAD, 1.3 FEET WEST OF A REFERENCE POST, 0.8 FOOT NORTH OF A FENCE,
 TL0146'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 TL0146'GROUND.
 TL0146
 TL0146                          STATION RECOVERY (1970)
 TL0146
 TL0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0329 ***********************************************************************
 SQ0329  DESIGNATION -  B 37
 SQ0329  PID         -  SQ0329
 SQ0329  STATE/COUNTY-  MT/GARFIELD
 SQ0329  USGS QUAD   -  SMOKY BUTTE (1983)
 SQ0329
 SQ0329                         *CURRENT SURVEY CONTROL
 SQ0329  ___________________________________________________________________
 SQ0329* NAD 83(1986)-  47 17 48.     (N)    107 07 13.     (W)     SCALED    
 SQ0329* NAVD 88     -       826.530  (meters)    2711.71   (feet)  ADJUSTED  
 SQ0329  ___________________________________________________________________
 SQ0329  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 SQ0329  DYNAMIC HT  -         826.537 (meters)    2711.73  (feet)  COMP
 SQ0329  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 SQ0329
 SQ0329  VERT ORDER  -  FIRST     CLASS II
 SQ0329
 SQ0329.The horizontal coordinates were scaled from a topographic map and have
 SQ0329.an estimated accuracy of +/- 6 seconds.
 SQ0329
 SQ0329.The orthometric height was determined by differential leveling
 SQ0329.and adjusted by the National Geodetic Survey in June 1991..
 SQ0329
 SQ0329.The geoid height was determined by GEOID03.
 SQ0329
 SQ0329.The dynamic height is computed by dividing the NAVD 88
 SQ0329.geopotential number by the normal gravity value computed on the
 SQ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0329.degrees latitude (g = 980.6199 gals.).
 SQ0329
 SQ0329.The modeled gravity was interpolated from observed gravity values.
 SQ0329
 SQ0329;                    North         East    Units  Estimated Accuracy
 SQ0329;SPC MT       -   341,270.      779,850.      MT  (+/- 180 meters Scaled)
 SQ0329
 SQ0329                          SUPERSEDED SURVEY CONTROL
 SQ0329
 SQ0329  NGVD 29 (??/??/92)  825.846  (m)         2709.46   (f) ADJ UNCH    1 2
 SQ0329
 SQ0329.Superseded values are not recommended for survey control.
 SQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0329.See file dsdata.txt to determine how the superseded data were derived.
 SQ0329
 SQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN397403(NAD 83)
 SQ0329_MARKER: DB = BENCH MARK DISK
 SQ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0329_STAMPING: 2709.463 B 37 1931
 SQ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0329+STABILITY: SURFACE MOTION
 SQ0329
 SQ0329  HISTORY     - Date     Condition        Report By
 SQ0329  HISTORY     - 1931     MONUMENTED       CGS
 SQ0329
 SQ0329                          STATION DESCRIPTION
 SQ0329
 SQ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0329'11 MI W FROM JORDAN.
 SQ0329'ABOUT 11 MI. W OF JORDAN, ON THE S SIDE OF THE JORDAN-EDWARDS ROAD,
 SQ0329'1.2 MI. E OF WHERE ROAD TURNS FROM W TO S, AND 0.7 MI. W OF WOOD TRUSS
 SQ0329'BRIDGE OVER A COULEE.  THE MARK IS IN A FLAT IN OPEN PRAIRIE, AND IS 2
 SQ0329'IN. ABOVE THE SURFACE, 300 FT. W OF A FENCE LINE, AND 71 FT. S OF THE
 SQ0329'C.L. OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0019 ***********************************************************************
 TL0019  DESIGNATION -  B 370
 TL0019  PID         -  TL0019
 TL0019  STATE/COUNTY-  MT/HILL
 TL0019  USGS QUAD   -  HINGHAM (1969)
 TL0019
 TL0019                         *CURRENT SURVEY CONTROL
 TL0019  ___________________________________________________________________
 TL0019* NAD 83(1986)-  48 33 26.     (N)    110 27 19.     (W)     SCALED    
 TL0019* NAVD 88     -       927.891  (meters)    3044.26   (feet)  ADJUSTED  
 TL0019  ___________________________________________________________________
 TL0019  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 TL0019  DYNAMIC HT  -         927.963 (meters)    3044.49  (feet)  COMP
 TL0019  MODELED GRAV-     980,656.2   (mgal)                       NAVD 88
 TL0019
 TL0019  VERT ORDER  -  FIRST     CLASS II
 TL0019
 TL0019.The horizontal coordinates were scaled from a topographic map and have
 TL0019.an estimated accuracy of +/- 6 seconds.
 TL0019
 TL0019.The orthometric height was determined by differential leveling
 TL0019.and adjusted by the National Geodetic Survey in June 1991..
 TL0019.WARNING-Repeat measurements at this control monument indicate possible
 TL0019.vertical movement.
 TL0019
 TL0019.The geoid height was determined by GEOID03.
 TL0019
 TL0019.The dynamic height is computed by dividing the NAVD 88
 TL0019.geopotential number by the normal gravity value computed on the
 TL0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0019.degrees latitude (g = 980.6199 gals.).
 TL0019
 TL0019.The modeled gravity was interpolated from observed gravity values.
 TL0019
 TL0019;                    North         East    Units  Estimated Accuracy
 TL0019;SPC MT       -   479,060.      529,500.      MT  (+/- 180 meters Scaled)
 TL0019
 TL0019                          SUPERSEDED SURVEY CONTROL
 TL0019
 TL0019  NGVD 29 (??/??/92)  926.975  (m)         3041.25   (f) ADJ UNCH    1 2
 TL0019
 TL0019.Superseded values are not recommended for survey control.
 TL0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0019.See file dsdata.txt to determine how the superseded data were derived.
 TL0019
 TL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU401783(NAD 83)
 TL0019_MARKER: DB = BENCH MARK DISK
 TL0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0019_STAMPING: B 370 1948
 TL0019_PROJECTION: RECESSED 15 CENTIMETERS
 TL0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0019+STABILITY: SURFACE MOTION
 TL0019
 TL0019  HISTORY     - Date     Condition        Report By
 TL0019  HISTORY     - 1948     MONUMENTED       CGS
 TL0019  HISTORY     - 1979     GOOD             NGS
 TL0019
 TL0019                          STATION DESCRIPTION
 TL0019
 TL0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0019'1.4 MI W FROM HINGHAM.
 TL0019'1.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0019'HINGHAM, HILL COUNTY, 172 FEET SOUTHWEST OF THE SEVENTH POLE WEST OF
 TL0019'MILEPOST 998, 123 FEET WEST OF THE EXTENDED LINE OF POWER-TRANSMISSION
 TL0019'LINE POLES LEADING SOUTH FROM U.S. HIGHWAY 2, 96.7 FEET SOUTH OF THE
 TL0019'SOUTH RAIL OF THE TRACK, 1.8 FEET WEST OF A WHITE WOODEN WITNESS POST,
 TL0019'1.6 FEET NORTH OF A FENCE, AND 5 FEET LOWER THAN THE RAIL. A STANDARD
 TL0019'DISK, STAMPED B 370 1948 AND SET IN THE TOP OF A CONCRETE POST
 TL0019'PROJECTING 0.4 FOOT ABOVE GROUND.
 TL0019
 TL0019                          STATION RECOVERY (1979)
 TL0019
 TL0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0019'DELETE=1.8 FEET WEST OF WHITE WOODEN WITNESS POST, PROJECTS 0.4 FEET.
 TL0019'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 TL0019'THE MARK IS 5 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0090 ***********************************************************************
 TL0090  DESIGNATION -  B 371
 TL0090  PID         -  TL0090
 TL0090  STATE/COUNTY-  MT/HILL
 TL0090  USGS QUAD   -  FOURTEENMILE COULEE NW (1969)
 TL0090
 TL0090                         *CURRENT SURVEY CONTROL
 TL0090  ___________________________________________________________________
 TL0090* NAD 83(1986)-  48 26 13.     (N)    110 25 58.     (W)     SCALED    
 TL0090* NAVD 88     -       926.055  (meters)    3038.23   (feet)  ADJUSTED  
 TL0090  ___________________________________________________________________
 TL0090  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 TL0090  DYNAMIC HT  -         926.124 (meters)    3038.46  (feet)  COMP
 TL0090  MODELED GRAV-     980,653.4   (mgal)                       NAVD 88
 TL0090
 TL0090  VERT ORDER  -  SECOND    CLASS 0
 TL0090
 TL0090.The horizontal coordinates were scaled from a topographic map and have
 TL0090.an estimated accuracy of +/- 6 seconds.
 TL0090
 TL0090.The orthometric height was determined by differential leveling
 TL0090.and adjusted by the National Geodetic Survey in June 1991..
 TL0090
 TL0090.The geoid height was determined by GEOID03.
 TL0090
 TL0090.The dynamic height is computed by dividing the NAVD 88
 TL0090.geopotential number by the normal gravity value computed on the
 TL0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0090.degrees latitude (g = 980.6199 gals.).
 TL0090
 TL0090.The modeled gravity was interpolated from observed gravity values.
 TL0090
 TL0090;                    North         East    Units  Estimated Accuracy
 TL0090;SPC MT       -   465,670.      531,000.      MT  (+/- 180 meters Scaled)
 TL0090
 TL0090                          SUPERSEDED SURVEY CONTROL
 TL0090
 TL0090  NGVD 29 (??/??/92)  925.164  (m)         3035.31   (f) ADJ UNCH    2 0
 TL0090
 TL0090.Superseded values are not recommended for survey control.
 TL0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0090.See file dsdata.txt to determine how the superseded data were derived.
 TL0090
 TL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU419650(NAD 83)
 TL0090_MARKER: DB = BENCH MARK DISK
 TL0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0090_STAMPING: B 371 1948
 TL0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0090+STABILITY: SURFACE MOTION
 TL0090
 TL0090  HISTORY     - Date     Condition        Report By
 TL0090  HISTORY     - 1948     MONUMENTED       CGS
 TL0090
 TL0090                          STATION DESCRIPTION
 TL0090
 TL0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0090'8.4 MI SW FROM HINGHAM.
 TL0090'0.4 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE HIGH SCHOOL AT HINGHAM,
 TL0090'THENCE 8.0 MILES SOUTH ALONG A GRADED DIRT ROAD, AT AN INTERSECTION
 TL0090'WITH AN EAST-WEST TRAIL, AT THE NORTHEAST CORNER OF SECTION 21, T. 31
 TL0090'N., R. 10 E., 78.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 TL0090'37.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST TRAIL, 31.0 FEET
 TL0090'WEST OF A T FENCE CORNER, 1.9 FEET EAST OF A REFERENCE POST, 1.0 FOOT
 TL0090'NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 TL0090'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0260 ***********************************************************************
 RY0260  DESIGNATION -  B 372
 RY0260  PID         -  RY0260
 RY0260  STATE/COUNTY-  MT/MISSOULA
 RY0260  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0260
 RY0260                         *CURRENT SURVEY CONTROL
 RY0260  ___________________________________________________________________
 RY0260* NAD 83(1986)-  46 42 21.     (N)    114 32 15.     (W)     SCALED    
 RY0260* NAVD 88     -      1285.277  (meters)    4216.78   (feet)  ADJUSTED  
 RY0260  ___________________________________________________________________
 RY0260  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 RY0260  DYNAMIC HT  -        1284.982 (meters)    4215.81  (feet)  COMP
 RY0260  MODELED GRAV-     980,340.6   (mgal)                       NAVD 88
 RY0260
 RY0260  VERT ORDER  -  FIRST     CLASS II
 RY0260
 RY0260.The horizontal coordinates were scaled from a topographic map and have
 RY0260.an estimated accuracy of +/- 6 seconds.
 RY0260
 RY0260.The orthometric height was determined by differential leveling
 RY0260.and adjusted by the National Geodetic Survey in June 1991..
 RY0260
 RY0260.The geoid height was determined by GEOID03.
 RY0260
 RY0260.The dynamic height is computed by dividing the NAVD 88
 RY0260.geopotential number by the normal gravity value computed on the
 RY0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0260.degrees latitude (g = 980.6199 gals.).
 RY0260
 RY0260.The modeled gravity was interpolated from observed gravity values.
 RY0260
 RY0260;                    North         East    Units  Estimated Accuracy
 RY0260;SPC MT       -   285,270.      215,260.      MT  (+/- 180 meters Scaled)
 RY0260
 RY0260                          SUPERSEDED SURVEY CONTROL
 RY0260
 RY0260  NGVD 29 (??/??/92) 1284.100  (m)         4212.92   (f) ADJ UNCH    1 2
 RY0260
 RY0260.Superseded values are not recommended for survey control.
 RY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0260.See file dsdata.txt to determine how the superseded data were derived.
 RY0260
 RY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM882754(NAD 83)
 RY0260_MARKER: DB = BENCH MARK DISK
 RY0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0260_STAMPING: B 372 1950
 RY0260_MARK LOGO: CGS   
 RY0260_PROJECTION: PROJECTING 15 CENTIMETERS
 RY0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0260+STABILITY: SURFACE MOTION
 RY0260
 RY0260  HISTORY     - Date     Condition        Report By
 RY0260  HISTORY     - 1950     MONUMENTED       CGS
 RY0260  HISTORY     - 1964     GOOD             USGS
 RY0260  HISTORY     - 1980     GOOD             NGS
 RY0260
 RY0260                          STATION DESCRIPTION
 RY0260
 RY0260'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0260'1.5 MI S FROM LOLO HOT SPRINGS.
 RY0260'1.5 MILE SOUTH ALONG THE LEWIS AND CLARK HIGHWAY FROM THE GAS STATION
 RY0260'AT LOLO HOT SPRINGS, AT THE T JUNCTION OF A DIRT ROAD LEADING EAST TO
 RY0260'LEE CREEK CAMP 120 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN
 RY0260'BRIDGE OVER WEST FORK LOLO CREEK, 59 FEET EAST OF THE CENTERLINE OF
 RY0260'THE HIGHWAY, 18 FEET SOUTHEAST OF A US DEPT. OF AGRICULTURE SIGN, 21
 RY0260'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.1 FEET NORTH OF A WITNESS
 RY0260'POST, 1 FOOT HIGHER THAN THE HIGHWAY, CONCRETE POST PROJECTS 0.6 FOOT.
 RY0260
 RY0260                          STATION RECOVERY (1980)
 RY0260
 RY0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0260'2.4 KILOMETERS (1.5 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM
 RY0260'THE OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.25 KILOMETER
 RY0260'(0.15 MILE) SOUTHWEST OF HIGHWAY MILEPOST 6, SET IN THE SOUTHWEST
 RY0260'CORNER OF THE T JUNCTION OF LEE CREEK ROAD LEADING SOUTHEAST, 30.5
 RY0260'METERS (100 FEET) NORTHEAST OF THE EAST CORNER OF A WOODEN HIGHWAY
 RY0260'BRIDGE OVER LEE CREEK, 17.4 METERS (57.0 FEET) SOUTHEAST OF THE
 RY0260'CENTERLINE OF THE HIGHWAY, 66.5 METERS (218 FEET) SOUTHWEST OF THE
 RY0260'CENTERLINE OF LEE CREEK ROAD, 75.9 METERS (249 FEET) SOUTH ACROSS THE
 RY0260'HIGHWAY FROM THE SOUTHEAST CORNER OF A STONE FOUNDATION FOR A
 RY0260'NATIONAL FOREST CAMPGROUND SIGN, 53.8 METERS (177 FEET) WEST OF THE
 RY0260'WEST CORNER OF A REST ROOM FOR THE CAMPGROUND.
 RY0260'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 RY0260'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0140 ***********************************************************************
 SU0140  DESIGNATION -  B 373
 SU0140  PID         -  SU0140
 SU0140  STATE/COUNTY-  MT/SANDERS
 SU0140  USGS QUAD   -  MC DONALD (1964)
 SU0140
 SU0140                         *CURRENT SURVEY CONTROL
 SU0140  ___________________________________________________________________
 SU0140* NAD 83(1986)-  47 18 45.     (N)    114 24 01.     (W)     SCALED    
 SU0140* NAVD 88     -       803.952  (meters)    2637.63   (feet)  ADJUSTED  
 SU0140  ___________________________________________________________________
 SU0140  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 SU0140  DYNAMIC HT  -         803.904 (meters)    2637.47  (feet)  COMP
 SU0140  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 SU0140
 SU0140  VERT ORDER  -  SECOND    CLASS 0
 SU0140
 SU0140.The horizontal coordinates were scaled from a topographic map and have
 SU0140.an estimated accuracy of +/- 6 seconds.
 SU0140
 SU0140.The orthometric height was determined by differential leveling
 SU0140.and adjusted by the National Geodetic Survey in June 1991..
 SU0140
 SU0140.The geoid height was determined by GEOID03.
 SU0140
 SU0140.The dynamic height is computed by dividing the NAVD 88
 SU0140.geopotential number by the normal gravity value computed on the
 SU0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0140.degrees latitude (g = 980.6199 gals.).
 SU0140
 SU0140.The modeled gravity was interpolated from observed gravity values.
 SU0140
 SU0140;                    North         East    Units  Estimated Accuracy
 SU0140;SPC MT       -   351,880.      229,950.      MT  (+/- 180 meters Scaled)
 SU0140
 SU0140                          SUPERSEDED SURVEY CONTROL
 SU0140
 SU0140  NGVD 29 (??/??/92)  802.881  (m)         2634.12   (f) ADJ UNCH    2 0
 SU0140
 SU0140.Superseded values are not recommended for survey control.
 SU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0140.See file dsdata.txt to determine how the superseded data were derived.
 SU0140
 SU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN964431(NAD 83)
 SU0140_MARKER: DB = BENCH MARK DISK
 SU0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0140_STAMPING: B 373 1950
 SU0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0140+STABILITY: SURFACE MOTION
 SU0140
 SU0140  HISTORY     - Date     Condition        Report By
 SU0140  HISTORY     - 1950     MONUMENTED       CGS
 SU0140  HISTORY     - 1969     POOR             NGS
 SU0140
 SU0140                          STATION DESCRIPTION
 SU0140
 SU0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0140'4.1 MI W FROM DIXON.
 SU0140'4.1 MILES WEST ALONG U. S. HIGHWAY 10A FROM THE POST OFFICE AT DIXON,
 SU0140'0.5 MILE WEST OF THE T JUNCTION OF A DRIVEWAY LEADING SOUTH TO A
 SU0140'FARMHOUSE, 0.3 MILE EAST OF THE T JUNCTION OF A GRAVELED ROAD LEADING
 SU0140'SOUTH TO A FARMHOUSE, 57 FEET EAST OF THE CENTER OF THE NORTH END OF A
 SU0140'24-INCH CORRUGATED METAL PIPE CULVERT, 30 FEET WEST OF A TELEPHONE
 SU0140'POLE, 28.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST
 SU0140'OF A POWER LINE POLE, 3.1 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A
 SU0140'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SU0140'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- MARK IS IN
 SU0140'DANGER OF BEING DESTROYED.
 SU0140
 SU0140                          STATION RECOVERY (1969)
 SU0140
 SU0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SU0140'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0141 ***********************************************************************
 SU0141  DESIGNATION -  B 373 RESET
 SU0141  PID         -  SU0141
 SU0141  STATE/COUNTY-  MT/SANDERS
 SU0141  USGS QUAD   -  MC DONALD (1964)
 SU0141
 SU0141                         *CURRENT SURVEY CONTROL
 SU0141  ___________________________________________________________________
 SU0141* NAD 83(1986)-  47 18 45.     (N)    114 24 01.     (W)     SCALED    
 SU0141* NAVD 88     -       804.10   (meters)    2638.1    (feet)  RESET     
 SU0141  ___________________________________________________________________
 SU0141  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 SU0141
 SU0141  VERT ORDER  -  THIRD
 SU0141
 SU0141.The horizontal coordinates were scaled from a topographic map and have
 SU0141.an estimated accuracy of +/- 6 seconds.
 SU0141
 SU0141.The orthometric height was computed from unverified reset data.
 SU0141
 SU0141.The geoid height was determined by GEOID03.
 SU0141
 SU0141;                    North         East    Units  Estimated Accuracy
 SU0141;SPC MT       -   351,880.      229,950.      MT  (+/- 180 meters Scaled)
 SU0141
 SU0141                          SUPERSEDED SURVEY CONTROL
 SU0141
 SU0141.No superseded survey control is available for this station.
 SU0141
 SU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN964431(NAD 83)
 SU0141_MARKER: DB = BENCH MARK DISK
 SU0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0141_STAMPING: B 373 RESET 1969
 SU0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0141+STABILITY: SURFACE MOTION
 SU0141
 SU0141  HISTORY     - Date     Condition        Report By
 SU0141  HISTORY     - 1969     MONUMENTED       CGS
 SU0141
 SU0141                          STATION DESCRIPTION
 SU0141
 SU0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 SU0141'4.1 MI NW FROM DIXON.
 SU0141'THE MARK IS 4.1 MILES NORTHWEST ALONG STATE HIGHWAY 200 FROM THE POST
 SU0141'OFFICE IN DIXON, 0.3 MILE EAST OF THE DRIVEWAY INTO THE LAZY SEVENTY
 SU0141'SIX RANCH (LARGE SIGN OVER DRIVEWAY ON SOUTH SIDE OF ROAD), ON THE
 SU0141'WESTERN SLOPE OF A HILL, ON A 50-FOOT DIAMETER KNOLL WHICH IS
 SU0141'SEPARATED FROM THE RIDGE TO THE EAST BY A 3-FOOT DEEP RAVINE, 25 YARDS
 SU0141'EAST OF A FENCE ALONG THE EAST SIDE OF A HAYFIELD, 3 FEET SOUTH OF THE
 SU0141'PROPOSED NORTH RIGHT-OF-WAY FENCE AND 1.5 FEET SOUTH OF A METAL
 SU0141'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0115 ***********************************************************************
 SU0115  DESIGNATION -  B 374
 SU0115  PID         -  SU0115
 SU0115  STATE/COUNTY-  MT/SANDERS
 SU0115  USGS QUAD   -  SLOAN (1965)
 SU0115
 SU0115                         *CURRENT SURVEY CONTROL
 SU0115  ___________________________________________________________________
 SU0115* NAD 83(1986)-  47 24 05.     (N)    114 21 39.     (W)     SCALED    
 SU0115* NAVD 88     -       787.491  (meters)    2583.63   (feet)  ADJUSTED  
 SU0115  ___________________________________________________________________
 SU0115  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 SU0115  DYNAMIC HT  -         787.463 (meters)    2583.53  (feet)  COMP
 SU0115  MODELED GRAV-     980,551.9   (mgal)                       NAVD 88
 SU0115
 SU0115  VERT ORDER  -  SECOND    CLASS 0
 SU0115
 SU0115.The horizontal coordinates were scaled from a topographic map and have
 SU0115.an estimated accuracy of +/- 6 seconds.
 SU0115
 SU0115.The orthometric height was determined by differential leveling
 SU0115.and adjusted by the National Geodetic Survey in June 1991..
 SU0115
 SU0115.The geoid height was determined by GEOID03.
 SU0115
 SU0115.The dynamic height is computed by dividing the NAVD 88
 SU0115.geopotential number by the normal gravity value computed on the
 SU0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0115.degrees latitude (g = 980.6199 gals.).
 SU0115
 SU0115.The modeled gravity was interpolated from observed gravity values.
 SU0115
 SU0115;                    North         East    Units  Estimated Accuracy
 SU0115;SPC MT       -   361,550.      233,530.      MT  (+/- 180 meters Scaled)
 SU0115
 SU0115                          SUPERSEDED SURVEY CONTROL
 SU0115
 SU0115  NGVD 29 (??/??/92)  786.432  (m)         2580.15   (f) ADJ UNCH    2 0
 SU0115
 SU0115.Superseded values are not recommended for survey control.
 SU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0115.See file dsdata.txt to determine how the superseded data were derived.
 SU0115
 SU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN991531(NAD 83)
 SU0115_MARKER: DB = BENCH MARK DISK
 SU0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0115_STAMPING: B 374 1950
 SU0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0115+STABILITY: SURFACE MOTION
 SU0115
 SU0115  HISTORY     - Date     Condition        Report By
 SU0115  HISTORY     - 1950     MONUMENTED       CGS
 SU0115  HISTORY     - 1982     GOOD             BPA
 SU0115
 SU0115                          STATION DESCRIPTION
 SU0115
 SU0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0115'8.5 MI N FROM DIXON.
 SU0115'8.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON, 0.15
 SU0115'MILE NORTH OF THE T JUNCTION OF A DIRT ROAD LEADING EAST, 164 FEET
 SU0115'SOUTH OF THE APPROXIMATE CENTER OF THE JUNCTION OF A TRACK ROAD
 SU0115'LEADING WEST, ABOUT 50 YARDS NORTH OF A CORRUGATED METAL GRAIN BIN,
 SU0115'36.8 FEET EAST OF A WIRE FENCE, 30 1/2 FEET WEST OF THE CENTER LINE OF
 SU0115'THE ROAD, 2.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SU0115'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SU0115'GROUND.
 SU0115
 SU0115                          STATION RECOVERY (1982)
 SU0115
 SU0115'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982
 SU0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0038 ***********************************************************************
 SU0038  DESIGNATION -  B 375
 SU0038  PID         -  SU0038
 SU0038  STATE/COUNTY-  MT/SANDERS
 SU0038  USGS QUAD   -  ROUND BUTTE (1965)
 SU0038
 SU0038                         *CURRENT SURVEY CONTROL
 SU0038  ___________________________________________________________________
 SU0038* NAD 83(1986)-  47 33 51.     (N)    114 22 07.     (W)     SCALED    
 SU0038* NAVD 88     -       910.316  (meters)    2986.60   (feet)  ADJUSTED  
 SU0038  ___________________________________________________________________
 SU0038  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 SU0038  DYNAMIC HT  -         910.268 (meters)    2986.44  (feet)  COMP
 SU0038  MODELED GRAV-     980,529.7   (mgal)                       NAVD 88
 SU0038
 SU0038  VERT ORDER  -  SECOND    CLASS 0
 SU0038
 SU0038.The horizontal coordinates were scaled from a topographic map and have
 SU0038.an estimated accuracy of +/- 6 seconds.
 SU0038
 SU0038.The orthometric height was determined by differential leveling
 SU0038.and adjusted by the National Geodetic Survey in June 1991..
 SU0038
 SU0038.The geoid height was determined by GEOID03.
 SU0038
 SU0038.The dynamic height is computed by dividing the NAVD 88
 SU0038.geopotential number by the normal gravity value computed on the
 SU0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0038.degrees latitude (g = 980.6199 gals.).
 SU0038
 SU0038.The modeled gravity was interpolated from observed gravity values.
 SU0038
 SU0038;                    North         East    Units  Estimated Accuracy
 SU0038;SPC MT       -   379,640.      234,070.      MT  (+/- 180 meters Scaled)
 SU0038
 SU0038                          SUPERSEDED SURVEY CONTROL
 SU0038
 SU0038  NGVD 29 (??/??/92)  909.213  (m)         2982.98   (f) ADJ UNCH    2 0
 SU0038
 SU0038.Superseded values are not recommended for survey control.
 SU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0038.See file dsdata.txt to determine how the superseded data were derived.
 SU0038
 SU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN979712(NAD 83)
 SU0038_MARKER: DB = BENCH MARK DISK
 SU0038_SETTING: 80 = SET IN A BOULDER
 SU0038_SP_SET: BOULDER
 SU0038_STAMPING: B 375 1950
 SU0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0038+STABILITY: SURFACE MOTION
 SU0038
 SU0038  HISTORY     - Date     Condition        Report By
 SU0038  HISTORY     - 1950     MONUMENTED       CGS
 SU0038
 SU0038                          STATION DESCRIPTION
 SU0038
 SU0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0038'20.7 MI SW FROM POLSON.
 SU0038'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0038'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 12.0 MILES
 SU0038'SOUTHWEST ALONG A TRACK ROAD, 0.3 MILE NORTH OF AN ABANDONED
 SU0038'RANCHHOUSE, IN THE TOP OF A 2 1/2-FOOT-HIGH BOULDER, 129 FEET WEST OF
 SU0038'A WIRE FENCE, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 SU0038'LEVEL WITH THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0062 ***********************************************************************
 SU0062  DESIGNATION -  B 376
 SU0062  PID         -  SU0062
 SU0062  STATE/COUNTY-  MT/LAKE
 SU0062  USGS QUAD   -  POLSON (1964)
 SU0062
 SU0062                         *CURRENT SURVEY CONTROL
 SU0062  ___________________________________________________________________
 SU0062* NAD 83(1986)-  47 41 37.     (N)    114 11 01.     (W)     SCALED    
 SU0062* NAVD 88     -       895.029  (meters)    2936.44   (feet)  ADJUSTED  
 SU0062  ___________________________________________________________________
 SU0062  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 SU0062  DYNAMIC HT  -         895.000 (meters)    2936.35  (feet)  COMP
 SU0062  MODELED GRAV-     980,549.5   (mgal)                       NAVD 88
 SU0062
 SU0062  VERT ORDER  -  SECOND    CLASS 0
 SU0062
 SU0062.The horizontal coordinates were scaled from a topographic map and have
 SU0062.an estimated accuracy of +/- 6 seconds.
 SU0062
 SU0062.The orthometric height was determined by differential leveling
 SU0062.and adjusted by the National Geodetic Survey in June 1991..
 SU0062
 SU0062.The geoid height was determined by GEOID03.
 SU0062
 SU0062.The dynamic height is computed by dividing the NAVD 88
 SU0062.geopotential number by the normal gravity value computed on the
 SU0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0062.degrees latitude (g = 980.6199 gals.).
 SU0062
 SU0062.The modeled gravity was interpolated from observed gravity values.
 SU0062
 SU0062;                    North         East    Units  Estimated Accuracy
 SU0062;SPC MT       -   393,150.      248,820.      MT  (+/- 180 meters Scaled)
 SU0062
 SU0062                          SUPERSEDED SURVEY CONTROL
 SU0062
 SU0062  NGVD 29 (??/??/92)  893.931  (m)         2932.84   (f) ADJ UNCH    2 0
 SU0062
 SU0062.Superseded values are not recommended for survey control.
 SU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0062.See file dsdata.txt to determine how the superseded data were derived.
 SU0062
 SU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN113860(NAD 83)
 SU0062_MARKER: DB = BENCH MARK DISK
 SU0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0062_SP_SET: FOUNDATION
 SU0062_STAMPING: B 376 1950
 SU0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0062
 SU0062  HISTORY     - Date     Condition        Report By
 SU0062  HISTORY     - 1950     MONUMENTED       CGS
 SU0062
 SU0062                          STATION DESCRIPTION
 SU0062
 SU0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0062'1.2 MI SW FROM POLSON.
 SU0062'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0062'THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE SOUTH
 SU0062'ALONG A GRAVELED ROAD, AT THE POLSON AIRPORT, SET VERTICALLY IN THE
 SU0062'EAST FACE OF THE WEST CONCRETE FOUNDATION OF THE MAIN HANGAR, 1.9 FEET
 SU0062'SOUTH OF THE NORTHWEST CORNER OF THE HANGAR, AND 0.3 FOOT ABOVE THE
 SU0062'HANGAR FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0098 ***********************************************************************
 SU0098  DESIGNATION -  B 377
 SU0098  PID         -  SU0098
 SU0098  STATE/COUNTY-  MT/SANDERS
 SU0098  USGS QUAD   -  MELTON RANCH (1964)
 SU0098
 SU0098                         *CURRENT SURVEY CONTROL
 SU0098  ___________________________________________________________________
 SU0098* NAD 83(1986)-  47 28 45.     (N)    114 26 40.     (W)     SCALED    
 SU0098* NAVD 88     -       831.933  (meters)    2729.43   (feet)  ADJUSTED  
 SU0098  ___________________________________________________________________
 SU0098  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 SU0098  DYNAMIC HT  -         831.903 (meters)    2729.34  (feet)  COMP
 SU0098  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 SU0098
 SU0098  VERT ORDER  -  SECOND    CLASS 0
 SU0098
 SU0098.The horizontal coordinates were scaled from a topographic map and have
 SU0098.an estimated accuracy of +/- 6 seconds.
 SU0098
 SU0098.The orthometric height was determined by differential leveling
 SU0098.and adjusted by the National Geodetic Survey in June 1991..
 SU0098
 SU0098.The geoid height was determined by GEOID03.
 SU0098
 SU0098.The dynamic height is computed by dividing the NAVD 88
 SU0098.geopotential number by the normal gravity value computed on the
 SU0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0098.degrees latitude (g = 980.6199 gals.).
 SU0098
 SU0098.The modeled gravity was interpolated from observed gravity values.
 SU0098
 SU0098;                    North         East    Units  Estimated Accuracy
 SU0098;SPC MT       -   370,570.      227,780.      MT  (+/- 180 meters Scaled)
 SU0098
 SU0098                          SUPERSEDED SURVEY CONTROL
 SU0098
 SU0098  NGVD 29 (??/??/92)  830.849  (m)         2725.88   (f) ADJ UNCH    2 0
 SU0098
 SU0098.Superseded values are not recommended for survey control.
 SU0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0098.See file dsdata.txt to determine how the superseded data were derived.
 SU0098
 SU0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN925615(NAD 83)
 SU0098_MARKER: DB = BENCH MARK DISK
 SU0098_SETTING: 80 = SET IN A BOULDER
 SU0098_SP_SET: BOULDER
 SU0098_STAMPING: B 377 1950
 SU0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0098+STABILITY: SURFACE MOTION
 SU0098
 SU0098  HISTORY     - Date     Condition        Report By
 SU0098  HISTORY     - 1950     MONUMENTED       CGS
 SU0098
 SU0098                          STATION DESCRIPTION
 SU0098
 SU0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0098'19.6 MI E FROM CAMAS.
 SU0098'19.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO RONAN FROM THE POST
 SU0098'OFFICE AT CAMAS, 0.3 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING
 SU0098'SOUTH, 0.1 MILE WEST OF A FENCE LINE LEADING SOUTH FROM THE ROAD, IN
 SU0098'THE TOP OF A BOULDER, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 SU0098'29.6 FEET NORTH OF A WIRE FENCE, ABOUT 5 FEET HIGHER THAN THE ROAD,
 SU0098'AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0374 ***********************************************************************
 SU0374  DESIGNATION -  B 378
 SU0374  PID         -  SU0374
 SU0374  STATE/COUNTY-  MT/SANDERS
 SU0374  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0374
 SU0374                         *CURRENT SURVEY CONTROL
 SU0374  ___________________________________________________________________
 SU0374* NAD 83(1986)-  47 34 45.     (N)    115 22 26.     (W)     SCALED    
 SU0374* NAVD 88     -       792.581  (meters)    2600.33   (feet)  ADJUSTED  
 SU0374  ___________________________________________________________________
 SU0374  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 SU0374  DYNAMIC HT  -         792.547 (meters)    2600.21  (feet)  COMP
 SU0374  MODELED GRAV-     980,544.8   (mgal)                       NAVD 88
 SU0374
 SU0374  VERT ORDER  -  SECOND    CLASS 0
 SU0374
 SU0374.The horizontal coordinates were scaled from a topographic map and have
 SU0374.an estimated accuracy of +/- 6 seconds.
 SU0374
 SU0374.The orthometric height was determined by differential leveling
 SU0374.and adjusted by the National Geodetic Survey in June 1991..
 SU0374
 SU0374.The geoid height was determined by GEOID03.
 SU0374
 SU0374.The dynamic height is computed by dividing the NAVD 88
 SU0374.geopotential number by the normal gravity value computed on the
 SU0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0374.degrees latitude (g = 980.6199 gals.).
 SU0374
 SU0374.The modeled gravity was interpolated from observed gravity values.
 SU0374
 SU0374;                    North         East    Units  Estimated Accuracy
 SU0374;SPC MT       -   386,480.      158,770.      MT  (+/- 180 meters Scaled)
 SU0374
 SU0374                          SUPERSEDED SURVEY CONTROL
 SU0374
 SU0374  NGVD 29 (??/??/92)  791.424  (m)         2596.53   (f) ADJ UNCH    2 0
 SU0374
 SU0374.Superseded values are not recommended for survey control.
 SU0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0374.See file dsdata.txt to determine how the superseded data were derived.
 SU0374
 SU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN222708(NAD 83)
 SU0374_MARKER: DB = BENCH MARK DISK
 SU0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0374_STAMPING: B 378 1952
 SU0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0374+STABILITY: SURFACE MOTION
 SU0374
 SU0374  HISTORY     - Date     Condition        Report By
 SU0374  HISTORY     - 1952     MONUMENTED       CGS
 SU0374
 SU0374                          STATION DESCRIPTION
 SU0374
 SU0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0374'2.2 MI W FROM THOMPSON FALLS.
 SU0374'0.1 MILE WEST ALONG U.S. HIGHWAY 10A FROM THE COUNTY COURTHOUSE AT
 SU0374'THOMPSON FALLS, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 4, AT A Y
 SU0374'FORMED BY THE JUNCTION OF CLEAR CREEK ROAD, 76 YARDS SOUTHWEST OF THE
 SU0374'CENTER OF THE JUNCTION, 76.0 FEET SOUTHEAST OF THE CENTER LINE OF
 SU0374'CLEAR CREEK ROAD, 25.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 SU0374'HIGHWAY, ABOUT 5.0 FEET HIGHER THAN THE HIGHWAY, 1.8 FEET SOUTHEAST OF
 SU0374'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SU0374'FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0310 ***********************************************************************
 SQ0310  DESIGNATION -  B 38
 SQ0310  PID         -  SQ0310
 SQ0310  STATE/COUNTY-  MT/GARFIELD
 SQ0310  USGS QUAD   -  BLACKFOOT SCHOOL (1983)
 SQ0310
 SQ0310                         *CURRENT SURVEY CONTROL
 SQ0310  ___________________________________________________________________
 SQ0310* NAD 83(1986)-  47 29 58.     (N)    107 28 07.     (W)     SCALED    
 SQ0310* NAVD 88     -       963.832  (meters)    3162.17   (feet)  ADJUSTED  
 SQ0310  ___________________________________________________________________
 SQ0310  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 SQ0310  DYNAMIC HT  -         963.821 (meters)    3162.14  (feet)  COMP
 SQ0310  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 SQ0310
 SQ0310  VERT ORDER  -  FIRST     CLASS II
 SQ0310
 SQ0310.The horizontal coordinates were scaled from a topographic map and have
 SQ0310.an estimated accuracy of +/- 6 seconds.
 SQ0310
 SQ0310.The orthometric height was determined by differential leveling
 SQ0310.and adjusted by the National Geodetic Survey in June 1991..
 SQ0310
 SQ0310.The geoid height was determined by GEOID03.
 SQ0310
 SQ0310.The dynamic height is computed by dividing the NAVD 88
 SQ0310.geopotential number by the normal gravity value computed on the
 SQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0310.degrees latitude (g = 980.6199 gals.).
 SQ0310
 SQ0310.The modeled gravity was interpolated from observed gravity values.
 SQ0310
 SQ0310;                    North         East    Units  Estimated Accuracy
 SQ0310;SPC MT       -   363,050.      752,950.      MT  (+/- 180 meters Scaled)
 SQ0310
 SQ0310                          SUPERSEDED SURVEY CONTROL
 SQ0310
 SQ0310  NGVD 29 (??/??/92)  963.090  (m)         3159.74   (f) ADJ UNCH    1 2
 SQ0310
 SQ0310.Superseded values are not recommended for survey control.
 SQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0310.See file dsdata.txt to determine how the superseded data were derived.
 SQ0310
 SQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN140636(NAD 83)
 SQ0310_MARKER: DB = BENCH MARK DISK
 SQ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0310_STAMPING: 3159.738 B 38 1931
 SQ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0310+STABILITY: SURFACE MOTION
 SQ0310
 SQ0310  HISTORY     - Date     Condition        Report By
 SQ0310  HISTORY     - 1931     MONUMENTED       CGS
 SQ0310  HISTORY     - 1971     MARK NOT FOUND   USGS
 SQ0310
 SQ0310                          STATION DESCRIPTION
 SQ0310
 SQ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0310'13.2 MI NW FROM BRUESETT.
 SQ0310'ABOUT 13.2 MILES NORTHWEST ALONG THE BRUSETT-GALLINGHER RANCH ROAD
 SQ0310'FROM BRUSETT, GARFIELD COUNTY, ABOUT 250 FEET NORTHEAST OF THE JIM
 SQ0310'WRIGHT RANCH HOUSE, ABOUT 100 FEET NORTH OF A COULEE, ABOUT 60 FEET
 SQ0310'EAST OF A GATE, ABOUT 35 FEET SOUTH OF THE ROAD, AND 5 FEET SOUTH OF A
 SQ0310'FENCE LINE.  A STANDARD DISK, STAMPED 3159.738 B 38 1931 AND SET IN
 SQ0310'THE TOP OF A CONCRETE POST.
 SQ0310
 SQ0310                          STATION RECOVERY (1971)
 SQ0310
 SQ0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SQ0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0297 ***********************************************************************
 TN0297  DESIGNATION -  B 380
 TN0297  PID         -  TN0297
 TN0297  STATE/COUNTY-  MT/LINCOLN
 TN0297  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0297
 TN0297                         *CURRENT SURVEY CONTROL
 TN0297  ___________________________________________________________________
 TN0297* NAD 83(1986)-  48 02 34.     (N)    115 21 58.     (W)     SCALED    
 TN0297* NAVD 88     -       896.592  (meters)    2941.57   (feet)  ADJUSTED  
 TN0297  ___________________________________________________________________
 TN0297  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TN0297  DYNAMIC HT  -         896.584 (meters)    2941.54  (feet)  COMP
 TN0297  MODELED GRAV-     980,572.8   (mgal)                       NAVD 88
 TN0297
 TN0297  VERT ORDER  -  SECOND    CLASS 0
 TN0297
 TN0297.The horizontal coordinates were scaled from a topographic map and have
 TN0297.an estimated accuracy of +/- 6 seconds.
 TN0297
 TN0297.The orthometric height was determined by differential leveling
 TN0297.and adjusted by the National Geodetic Survey in June 1991..
 TN0297
 TN0297.The geoid height was determined by GEOID03.
 TN0297
 TN0297.The dynamic height is computed by dividing the NAVD 88
 TN0297.geopotential number by the normal gravity value computed on the
 TN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0297.degrees latitude (g = 980.6199 gals.).
 TN0297
 TN0297.The modeled gravity was interpolated from observed gravity values.
 TN0297
 TN0297;                    North         East    Units  Estimated Accuracy
 TN0297;SPC MT       -   437,810.      163,210.      MT  (+/- 180 meters Scaled)
 TN0297
 TN0297                          SUPERSEDED SURVEY CONTROL
 TN0297
 TN0297  NGVD 29 (??/??/92)  895.419  (m)         2937.72   (f) ADJ UNCH    2 0
 TN0297
 TN0297.Superseded values are not recommended for survey control.
 TN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0297.See file dsdata.txt to determine how the superseded data were derived.
 TN0297
 TN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP217223(NAD 83)
 TN0297_MARKER: DB = BENCH MARK DISK
 TN0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0297_STAMPING: B 380 1952
 TN0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0297+STABILITY: SURFACE MOTION
 TN0297
 TN0297  HISTORY     - Date     Condition        Report By
 TN0297  HISTORY     - 1952     MONUMENTED       CGS
 TN0297
 TN0297                          STATION DESCRIPTION
 TN0297
 TN0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0297'12.9 MI SW FROM HAPPYS INN.
 TN0297'12.9 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0297'HAPPYS INN, 35 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3
 TN0297'1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A
 TN0297'WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 TN0297'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0147 ***********************************************************************
 TN0147  DESIGNATION -  B 381
 TN0147  PID         -  TN0147
 TN0147  STATE/COUNTY-  MT/FLATHEAD
 TN0147  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0147
 TN0147                         *CURRENT SURVEY CONTROL
 TN0147  ___________________________________________________________________
 TN0147* NAD 83(1986)-  48 11 43.     (N)    114 22 37.     (W)     SCALED    
 TN0147* NAVD 88     -       929.071  (meters)    3048.13   (feet)  ADJUSTED  
 TN0147  ___________________________________________________________________
 TN0147  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TN0147  DYNAMIC HT  -         929.065 (meters)    3048.11  (feet)  COMP
 TN0147  MODELED GRAV-     980,574.1   (mgal)                       NAVD 88
 TN0147
 TN0147  VERT ORDER  -  SECOND    CLASS 0
 TN0147
 TN0147.The horizontal coordinates were scaled from a topographic map and have
 TN0147.an estimated accuracy of +/- 6 seconds.
 TN0147
 TN0147.The orthometric height was determined by differential leveling
 TN0147.and adjusted by the National Geodetic Survey in June 1991..
 TN0147
 TN0147.The geoid height was determined by GEOID03.
 TN0147
 TN0147.The dynamic height is computed by dividing the NAVD 88
 TN0147.geopotential number by the normal gravity value computed on the
 TN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0147.degrees latitude (g = 980.6199 gals.).
 TN0147
 TN0147.The modeled gravity was interpolated from observed gravity values.
 TN0147
 TN0147;                    North         East    Units  Estimated Accuracy
 TN0147;SPC MT       -   449,680.      237,810.      MT  (+/- 180 meters Scaled)
 TN0147
 TN0147                          SUPERSEDED SURVEY CONTROL
 TN0147
 TN0147  NGVD 29 (??/??/92)  927.937  (m)         3044.41   (f) ADJ UNCH    2 0
 TN0147
 TN0147.Superseded values are not recommended for survey control.
 TN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0147.See file dsdata.txt to determine how the superseded data were derived.
 TN0147
 TN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP949413(NAD 83)
 TN0147_MARKER: DB = BENCH MARK DISK
 TN0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0147_STAMPING: B 381 1952
 TN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0147+STABILITY: SURFACE MOTION
 TN0147
 TN0147  HISTORY     - Date     Condition        Report By
 TN0147  HISTORY     - 1952     MONUMENTED       CGS
 TN0147
 TN0147                          STATION DESCRIPTION
 TN0147
 TN0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0147'3.2 MI W FROM KALISPELL.
 TN0147'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0147'STATION AT KALISPELL, THENCE 3.0 MILES WEST ALONG U. S. HIGHWAY 2, AT
 TN0147'THE T JUNCTION OF A ROAD LEADING SOUTH THROUGH A FIELD, 60 FEET EAST
 TN0147'OF THE SOUTHEAST END OF A 36-INCH CONCRETE PIPE CULVERT, 58 FEET
 TN0147'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF THE
 TN0147'CENTER LINE OF THE ROAD, 3.7 FEET NORTHWEST OF A FENCE, 1.7 FEET
 TN0147'SOUTHEAST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND
 TN0147'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 TN0147'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0182 ***********************************************************************
 TN0182  DESIGNATION -  B 382
 TN0182  PID         -  TN0182
 TN0182  STATE/COUNTY-  MT/FLATHEAD
 TN0182  USGS QUAD   -  MEADOW PEAK (1983)
 TN0182
 TN0182                         *CURRENT SURVEY CONTROL
 TN0182  ___________________________________________________________________
 TN0182* NAD 83(1986)-  48 02 25.     (N)    114 52 58.     (W)     SCALED    
 TN0182* NAVD 88     -      1210.872  (meters)    3972.67   (feet)  ADJUSTED  
 TN0182  ___________________________________________________________________
 TN0182  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0182  DYNAMIC HT  -        1210.817 (meters)    3972.49  (feet)  COMP
 TN0182  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 TN0182
 TN0182  VERT ORDER  -  SECOND    CLASS 0
 TN0182
 TN0182.The horizontal coordinates were scaled from a topographic map and have
 TN0182.an estimated accuracy of +/- 6 seconds.
 TN0182
 TN0182.The orthometric height was determined by differential leveling
 TN0182.and adjusted by the National Geodetic Survey in June 1991..
 TN0182
 TN0182.The geoid height was determined by GEOID03.
 TN0182
 TN0182.The dynamic height is computed by dividing the NAVD 88
 TN0182.geopotential number by the normal gravity value computed on the
 TN0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0182.degrees latitude (g = 980.6199 gals.).
 TN0182
 TN0182.The modeled gravity was interpolated from observed gravity values.
 TN0182
 TN0182;                    North         East    Units  Estimated Accuracy
 TN0182;SPC MT       -   434,950.      199,120.      MT  (+/- 180 meters Scaled)
 TN0182
 TN0182                          SUPERSEDED SURVEY CONTROL
 TN0182
 TN0182  NGVD 29 (??/??/92) 1209.680  (m)         3968.76   (f) ADJ UNCH    2 0
 TN0182
 TN0182.Superseded values are not recommended for survey control.
 TN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0182.See file dsdata.txt to determine how the superseded data were derived.
 TN0182
 TN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP578229(NAD 83)
 TN0182_MARKER: DB = BENCH MARK DISK
 TN0182_SETTING: 66 = SET IN ROCK OUTCROP
 TN0182_SP_SET: ROCK OUTCROP
 TN0182_STAMPING: B 382 1952
 TN0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0182+STABILITY: POSITION/ELEVATION WELL
 TN0182
 TN0182  HISTORY     - Date     Condition        Report By
 TN0182  HISTORY     - 1952     MONUMENTED       CGS
 TN0182
 TN0182                          STATION DESCRIPTION
 TN0182
 TN0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0182'14.5 MI SW FROM MARION.
 TN0182'0.8 MILE SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT MARION,
 TN0182'THENCE 13.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 2, AT THE T JUNCTION
 TN0182'OF A ROAD LEADING NORTHWEST, IN THE TOP OF THE NORTH CORNER OF A 4- X
 TN0182'5-FOOT GREY OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 84 FEET NORTH
 TN0182'OF THE APPROXIMATE CENTER OF THE JUNCTION, 76 1/2 FEET NORTHWEST OF
 TN0182'THE CENTER LINE OF THE HIGHWAY, 30.9 FEET NORTHWEST OF HIGHWAY
 TN0182'RIGHT-OF-WAY STATION NO. 1240+00, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0296 ***********************************************************************
 SU0296  DESIGNATION -  B 383
 SU0296  PID         -  SU0296
 SU0296  STATE/COUNTY-  MT/SANDERS
 SU0296  USGS QUAD   -  MILL POCKET CREEK (1964)
 SU0296
 SU0296                         *CURRENT SURVEY CONTROL
 SU0296  ___________________________________________________________________
 SU0296* NAD 83(1986)-  47 50 59.     (N)    114 38 04.     (W)     SCALED    
 SU0296* NAVD 88     -      1038.148  (meters)    3405.99   (feet)  ADJUSTED  
 SU0296  ___________________________________________________________________
 SU0296  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU0296  DYNAMIC HT  -        1038.099 (meters)    3405.83  (feet)  COMP
 SU0296  MODELED GRAV-     980,529.4   (mgal)                       NAVD 88
 SU0296
 SU0296  VERT ORDER  -  SECOND    CLASS 0
 SU0296
 SU0296.The horizontal coordinates were scaled from a topographic map and have
 SU0296.an estimated accuracy of +/- 6 seconds.
 SU0296
 SU0296.The orthometric height was determined by differential leveling
 SU0296.and adjusted by the National Geodetic Survey in June 1991..
 SU0296
 SU0296.The geoid height was determined by GEOID03.
 SU0296
 SU0296.The dynamic height is computed by dividing the NAVD 88
 SU0296.geopotential number by the normal gravity value computed on the
 SU0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0296.degrees latitude (g = 980.6199 gals.).
 SU0296
 SU0296.The modeled gravity was interpolated from observed gravity values.
 SU0296
 SU0296;                    North         East    Units  Estimated Accuracy
 SU0296;SPC MT       -   412,580.      216,200.      MT  (+/- 180 meters Scaled)
 SU0296
 SU0296                          SUPERSEDED SURVEY CONTROL
 SU0296
 SU0296  NGVD 29 (??/??/92) 1037.015  (m)         3402.27   (f) ADJ UNCH    2 0
 SU0296
 SU0296.Superseded values are not recommended for survey control.
 SU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0296.See file dsdata.txt to determine how the superseded data were derived.
 SU0296
 SU0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP769023(NAD 83)
 SU0296_MARKER: DB = BENCH MARK DISK
 SU0296_SETTING: 66 = SET IN ROCK OUTCROP
 SU0296_SP_SET: OUTCROP
 SU0296_STAMPING: B 383 1952
 SU0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0296+STABILITY: POSITION/ELEVATION WELL
 SU0296
 SU0296  HISTORY     - Date     Condition        Report By
 SU0296  HISTORY     - 1952     MONUMENTED       CGS
 SU0296
 SU0296                          STATION DESCRIPTION
 SU0296
 SU0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0296'4.2 MI NW FROM NIARADA.
 SU0296'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0296'THENCE 4.1 MILES NORTHWEST ALONG A COUNTY ROAD, ON THE SOUTHEAST SLOPE
 SU0296'OF A HILL, IN THE TOP OF THE APPROXIMATE CENTER OF A 4- X 6-FOOT
 SU0296'OUTCROP PROJECTING 3 FEET ABOVE THE GROUND, 27 FEET NORTHEST OF THE
 SU0296'CENTER LINE OF THE ROAD, 11.0 FEET NORTHEAST OF A FENCE, AND ABOUT 1
 SU0296'FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0323 ***********************************************************************
 RT0323  DESIGNATION -  B 388
 RT0323  PID         -  RT0323
 RT0323  STATE/COUNTY-  MT/CUSTER
 RT0323  USGS QUAD   -  MILES CITY (1980)
 RT0323
 RT0323                         *CURRENT SURVEY CONTROL
 RT0323  ___________________________________________________________________
 RT0323* NAD 83(1986)-  46 25 40.     (N)    105 52 31.     (W)     SCALED    
 RT0323* NAVD 88     -       801.104  (meters)    2628.29   (feet)  ADJUSTED  
 RT0323  ___________________________________________________________________
 RT0323  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RT0323  DYNAMIC HT  -         801.041 (meters)    2628.08  (feet)  COMP
 RT0323  MODELED GRAV-     980,508.8   (mgal)                       NAVD 88
 RT0323
 RT0323  VERT ORDER  -  FIRST     CLASS II
 RT0323
 RT0323.This mark is at Frank Wiley Field Airport (MLS)
 RT0323
 RT0323.The horizontal coordinates were scaled from a topographic map and have
 RT0323.an estimated accuracy of +/- 6 seconds.
 RT0323
 RT0323.The orthometric height was determined by differential leveling
 RT0323.and adjusted by the National Geodetic Survey in June 1991..
 RT0323
 RT0323.The geoid height was determined by GEOID03.
 RT0323
 RT0323.The dynamic height is computed by dividing the NAVD 88
 RT0323.geopotential number by the normal gravity value computed on the
 RT0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0323.degrees latitude (g = 980.6199 gals.).
 RT0323
 RT0323.The modeled gravity was interpolated from observed gravity values.
 RT0323
 RT0323;                    North         East    Units  Estimated Accuracy
 RT0323;SPC MT       -   248,450.      878,360.      MT  (+/- 180 meters Scaled)
 RT0323
 RT0323                          SUPERSEDED SURVEY CONTROL
 RT0323
 RT0323  NGVD 29 (??/??/92)  800.508  (m)         2626.33   (f) ADJ UNCH    1 2
 RT0323
 RT0323.Superseded values are not recommended for survey control.
 RT0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0323.See file dsdata.txt to determine how the superseded data were derived.
 RT0323
 RT0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM327419(NAD 83)
 RT0323_MARKER: DB = BENCH MARK DISK
 RT0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0323_SP_SET: STEP
 RT0323_STAMPING: B 388 1955
 RT0323_MARK LOGO: CGS   
 RT0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0323
 RT0323  HISTORY     - Date     Condition        Report By
 RT0323  HISTORY     - 1955     MONUMENTED       CGS
 RT0323  HISTORY     - 1960     GOOD             NGS
 RT0323  HISTORY     - 1981     GOOD             NGS
 RT0323
 RT0323                          STATION DESCRIPTION
 RT0323
 RT0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 RT0323'1 MI W FROM MILES CITY.
 RT0323'MARK IS LOCATED AT MILES CITY MUNICIPAL AIRPORT.  ON THE STEP AT THE
 RT0323'SOUTH ENTRANCE TO THE MAIN CAA COMMUNICATIONS BUILDING.  120 FT. N. OF
 RT0323'THE AIRPORT BEACON, 0.7 FT. S. OF S. WALL OF THE BUILDING.  A STANDARD
 RT0323'BM DISK SET IN DRILL HOLE IN THE STEP.  STAMPED B 388 1955.
 RT0323
 RT0323                          STATION RECOVERY (1960)
 RT0323
 RT0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RT0323'RECOVERED IN GOOD CONDITION.
 RT0323
 RT0323                          STATION RECOVERY (1981)
 RT0323
 RT0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0323'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RT0323'IN MILES CITY, AT THE MILES CITY MUNICIPAL AIRPORT, IN TOP OF THE WEST
 RT0323'EDGE OF THE STEP TO THE SOUTHEAST ENTRANCE TO THE FEDERAL AVIATION
 RT0323'AGENCY FLIGHT SERVICE STATION BUILDING, 0.8 METER (2.5 FT) WEST OF THE
 RT0323'CENTER OF THE ENTRANCE, 0.3 METER (1.0 FT) NORTHEAST OF THE SOUTHWEST
 RT0323'CORNER OF THE STEP, AND 0.2 METER (0.7 FT) SOUTH OF THE SOUTH FACE OF
 RT0323'THE BUILDING.
 RT0323'THE MARK IS ABOVE LEVEL WITH THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0389 ***********************************************************************
 SQ0389  DESIGNATION -  B 39
 SQ0389  PID         -  SQ0389
 SQ0389  STATE/COUNTY-  MT/PHILLIPS
 SQ0389  USGS QUAD   -  STRATTON RESERVOIR (1987)
 SQ0389
 SQ0389                         *CURRENT SURVEY CONTROL
 SQ0389  ___________________________________________________________________
 SQ0389* NAD 83(1992)-  47 51 25.45921(N)    107 47 15.27266(W)     ADJUSTED  
 SQ0389* NAVD 88     -       770.753  (meters)    2528.71   (feet)  ADJUSTED  
 SQ0389  ___________________________________________________________________
 SQ0389  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 SQ0389  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 SQ0389  DYNAMIC HT  -         770.794 (meters)    2528.85  (feet)  COMP
 SQ0389  MODELED GRAV-     980,639.4   (mgal)                       NAVD 88
 SQ0389
 SQ0389  HORZ ORDER  -  SECOND
 SQ0389  VERT ORDER  -  FIRST     CLASS II
 SQ0389
 SQ0389.The horizontal coordinates were established by classical geodetic methods
 SQ0389.and adjusted by the National Geodetic Survey in July 1992..
 SQ0389
 SQ0389.The orthometric height was determined by differential leveling
 SQ0389.and adjusted by the National Geodetic Survey in June 1991..
 SQ0389
 SQ0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0389
 SQ0389.The geoid height was determined by GEOID03.
 SQ0389
 SQ0389.The dynamic height is computed by dividing the NAVD 88
 SQ0389.geopotential number by the normal gravity value computed on the
 SQ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0389.degrees latitude (g = 980.6199 gals.).
 SQ0389
 SQ0389.The modeled gravity was interpolated from observed gravity values.
 SQ0389
 SQ0389;                    North         East     Units Scale Factor Converg.
 SQ0389;SPC MT       -   402,211.537   728,068.751   MT  0.99950143   +1 15 09.5
 SQ0389;SPC MT       - 1,319,591.66  2,388,677.00   iFT  0.99950143   +1 15 09.5
 SQ0389;UTM  13      - 5,304,176.860   291,493.781   MT  1.00013425   -2 04 03.6
 SQ0389
 SQ0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0389!SPC MT       -   0.99988173  x   0.99950143  =   0.99938322
 SQ0389!UTM  13      -   0.99988173  x   1.00013425  =   1.00001596
 SQ0389
 SQ0389                          SUPERSEDED SURVEY CONTROL
 SQ0389
 SQ0389  NAD 83(1986)-  47 51 25.45272(N)    107 47 15.25833(W) AD(       ) 2
 SQ0389  NAD 27      -  47 51 25.45900(N)    107 47 12.85100(W) AD(       ) 2
 SQ0389  NGVD 29 (??/??/92)  770.008  (m)         2526.27   (f) ADJ UNCH    1 2
 SQ0389
 SQ0389.Superseded values are not recommended for survey control.
 SQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0389.See file dsdata.txt to determine how the superseded data were derived.
 SQ0389
 SQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP9149404177(NAD 83)
 SQ0389_MARKER: DB = BENCH MARK DISK
 SQ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0389_STAMPING: B 39 1931
 SQ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0389+STABILITY: SURFACE MOTION
 SQ0389
 SQ0389  HISTORY     - Date     Condition        Report By
 SQ0389  HISTORY     - 1934     MONUMENTED       CGS
 SQ0389  HISTORY     - 1965     GOOD             USGS
 SQ0389
 SQ0389                          STATION DESCRIPTION
 SQ0389
 SQ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0389'TO REACH FROM THE DEPOT IN MALTA, GO EAST FOR 0.2 MILE TO A SIDE
 SQ0389'ROAD RIGHT, TURN RIGHT AND GO 4.9 MILES TO A FORK, TAKE RIGHT
 SQ0389'FORK AND GO 19.0 MILES TO A SMALL STEEL BRIDGE, CONTINUE
 SQ0389'STRAIGHT AHEAD ON MAIN ROAD FOR 10.9 MILES TO A T-ROAD, TURN LEFT
 SQ0389'AND GO 4.0 MILES TO A RIGHT TURN IN MAIN ROAD, TURN LEFT
 SQ0389'ACROSS FIELD AND GO NORTH FOR 0.3 MILE TO STATION SUN.
 SQ0389'
 SQ0389'FROM STATION SUN, GO BACK TO MAIN ROAD,
 SQ0389'TURN LEFT AND GO 0.5 MILE TO MARK ON LEFT.
 SQ0389'
 SQ0389'B 39 (USC AND GS BM 1931), IS 0.5
 SQ0389'MILE FROM STATION SUN, 48 FEET NORTHEAST OF THE ROAD AND 2 FEET
 SQ0389'EAST OF A WITNESS POST.  IT IS A STANDARD USC AND GS BENCH MARK
 SQ0389'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE
 SQ0389'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED B 39 1931.
 SQ0389
 SQ0389                          STATION RECOVERY (1965)
 SQ0389
 SQ0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0389'2.5 MI NW FROM SUN PRAIRIE.
 SQ0389'SUN PRAIRIE CEMETERY.  0.1 MILES NORTH AND 2.6 MILES NORTHWEST ALONG
 SQ0389'GRADED COUNTY ROAD.  55 NORTH OF ROAD AND TRACK ROAD NORTH, 15 FT EAST
 SQ0389'OF TRACK ROAD NORTH.  A STANDARD DISK SET IN TOP OF A CONCRETE POST
 SQ0389'AND PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0065 ***********************************************************************
 QW0065  DESIGNATION -  B 393
 QW0065  PID         -  QW0065
 QW0065  STATE/COUNTY-  MT/YELLOWSTONE
 QW0065  USGS QUAD   -  NIBBE (1980)
 QW0065
 QW0065                         *CURRENT SURVEY CONTROL
 QW0065  ___________________________________________________________________
 QW0065* NAD 83(1986)-  45 58 34.     (N)    108 04 45.     (W)     SCALED    
 QW0065* NAVD 88     -       887.594  (meters)    2912.05   (feet)  ADJUSTED  
 QW0065  ___________________________________________________________________
 QW0065  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 QW0065  DYNAMIC HT  -         887.439 (meters)    2911.54  (feet)  COMP
 QW0065  MODELED GRAV-     980,411.4   (mgal)                       NAVD 88
 QW0065
 QW0065  VERT ORDER  -  FIRST     CLASS II
 QW0065
 QW0065.The horizontal coordinates were scaled from a topographic map and have
 QW0065.an estimated accuracy of +/- 6 seconds.
 QW0065
 QW0065.The orthometric height was determined by differential leveling
 QW0065.and adjusted by the National Geodetic Survey in June 1991..
 QW0065.WARNING-Repeat measurements at this control monument indicate possible
 QW0065.vertical movement.
 QW0065
 QW0065.The geoid height was determined by GEOID03.
 QW0065
 QW0065.The dynamic height is computed by dividing the NAVD 88
 QW0065.geopotential number by the normal gravity value computed on the
 QW0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0065.degrees latitude (g = 980.6199 gals.).
 QW0065
 QW0065.The modeled gravity was interpolated from observed gravity values.
 QW0065
 QW0065;                    North         East    Units  Estimated Accuracy
 QW0065;SPC MT       -   192,820.      710,060.      MT  (+/- 180 meters Scaled)
 QW0065
 QW0065                          SUPERSEDED SURVEY CONTROL
 QW0065
 QW0065  NGVD 29 (??/??/92)  886.888  (m)         2909.73   (f) ADJ UNCH    1 2
 QW0065
 QW0065.Superseded values are not recommended for survey control.
 QW0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0065.See file dsdata.txt to determine how the superseded data were derived.
 QW0065
 QW0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR262955(NAD 83)
 QW0065_MARKER: DB = BENCH MARK DISK
 QW0065_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0065_SP_SET: 19 FT.
 QW0065_STAMPING: B 393 1958
 QW0065_MARK LOGO: CGS   
 QW0065_PROJECTION: PROJECTING 5 CENTIMETERS
 QW0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0065_ROD/PIPE-DEPTH: 5.8  meters
 QW0065
 QW0065  HISTORY     - Date     Condition        Report By
 QW0065  HISTORY     - 1958     MONUMENTED       CGS
 QW0065  HISTORY     - 1960     GOOD             NGS
 QW0065  HISTORY     - 1981     GOOD             NGS
 QW0065
 QW0065                          STATION DESCRIPTION
 QW0065
 QW0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0065'4.0 MI NE FROM WORDEN.
 QW0065'ABOUT 4.0 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0065'STATION AT WORDEN, OR ABOUT 6.05 MILES SOUTHWEST ALONG THE NORTHERN
 QW0065'PACIFIC RAILROAD FROM THE STATION AT POMPEYS PILLAR, IN SECTION 26, T
 QW0065'3 N, R 29 E, 46 FEET SOUTHWEST OF THE 16TH POLE SOUTHWEST OF MILEPOST
 QW0065'200, 78 FEET EAST OF THE CENTER LINE OF A ROAD CROSSING, 70 FEET
 QW0065'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 49 FEET SOUTHEAST OF
 QW0065'THE SOUTHEAST RAIL, 48 FEET NORTHWEST OF A FENCE, IN LINE WITH THE
 QW0065'TELEPHONE POLES, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 7
 QW0065'FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH
 QW0065'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 19 FEET AND IS ENCASED
 QW0065'IN A 6-INCH TILE PROJECTING 6 INCHES.
 QW0065
 QW0065                          STATION RECOVERY (1981)
 QW0065
 QW0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0065'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0065'10.0 KM (6.2 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0065'FROM THE RAILROAD STATION IN POMPEYS PILLAR, 0.8 KM (0.5 MI) SOUTHWEST
 QW0065'OF MILE POST 200, 23.8 METERS (78.0 FT) EAST OF THE CENTER OF SOUTH
 QW0065'23RD ROAD CROSSING, 21.3 METERS (70.0 FT) NORTHEAST OF THE CENTER OF
 QW0065'THE GRAVELED ROAD, 14.9 METERS (49.0 FT) SOUTHEAST OF THE NEAR RAIL,
 QW0065'AND 14.6 METERS (48.0 FT) NORTHWEST OF A FENCE.
 QW0065'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 QW0065'THE MARK IS 2.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0298 ***********************************************************************
 RU0298  DESIGNATION -  B 394
 RU0298  PID         -  RU0298
 RU0298  STATE/COUNTY-  MT/YELLOWSTONE
 RU0298  USGS QUAD   -  BIGHORN (1980)
 RU0298
 RU0298                         *CURRENT SURVEY CONTROL
 RU0298  ___________________________________________________________________
 RU0298* NAD 83(1986)-  46 08 58.     (N)    107 28 23.     (W)     SCALED    
 RU0298* NAVD 88     -       828.680  (meters)    2718.76   (feet)  ADJUSTED  
 RU0298  ___________________________________________________________________
 RU0298  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 RU0298  DYNAMIC HT  -         828.568 (meters)    2718.39  (feet)  COMP
 RU0298  MODELED GRAV-     980,453.0   (mgal)                       NAVD 88
 RU0298
 RU0298  VERT ORDER  -  FIRST     CLASS II
 RU0298
 RU0298.The horizontal coordinates were scaled from a topographic map and have
 RU0298.an estimated accuracy of +/- 6 seconds.
 RU0298
 RU0298.The orthometric height was determined by differential leveling
 RU0298.and adjusted by the National Geodetic Survey in June 1991..
 RU0298
 RU0298.The geoid height was determined by GEOID03.
 RU0298
 RU0298.The dynamic height is computed by dividing the NAVD 88
 RU0298.geopotential number by the normal gravity value computed on the
 RU0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0298.degrees latitude (g = 980.6199 gals.).
 RU0298
 RU0298.The modeled gravity was interpolated from observed gravity values.
 RU0298
 RU0298;                    North         East    Units  Estimated Accuracy
 RU0298;SPC MT       -   213,110.      756,500.      MT  (+/- 180 meters Scaled)
 RU0298
 RU0298                          SUPERSEDED SURVEY CONTROL
 RU0298
 RU0298  NGVD 29 (??/??/92)  828.024  (m)         2716.61   (f) ADJ UNCH    1 2
 RU0298
 RU0298.Superseded values are not recommended for survey control.
 RU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0298.See file dsdata.txt to determine how the superseded data were derived.
 RU0298
 RU0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM090136(NAD 83)
 RU0298_MARKER: DB = BENCH MARK DISK
 RU0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0298_SP_SET: BRIDGE ABUTMENT
 RU0298_STAMPING: B 394 1958
 RU0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0298
 RU0298  HISTORY     - Date     Condition        Report By
 RU0298  HISTORY     - 1958     MONUMENTED       CGS
 RU0298  HISTORY     - 1960     GOOD             NGS
 RU0298
 RU0298                          STATION DESCRIPTION
 RU0298
 RU0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0298'4.45 MI NE FROM CUSTER.
 RU0298'ABOUT 4.45 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0298'THE STATION AT CUSTER, IN THE NORTH SIDE OF SECTION 33, T 5 N, R 34 E,
 RU0298'3 TELEPHONE POLES NORTHEAST OF MILEPOST 168, IN THE TOP OF THE
 RU0298'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE
 RU0298'OVER THE BIG HORN RIVER, 4 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 RU0298'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0068 ***********************************************************************
 QW0068  DESIGNATION -  B 395
 QW0068  PID         -  QW0068
 QW0068  STATE/COUNTY-  MT/YELLOWSTONE
 QW0068  USGS QUAD   -  NIBBE (1980)
 QW0068
 QW0068                         *CURRENT SURVEY CONTROL
 QW0068  ___________________________________________________________________
 QW0068* NAD 83(1986)-  45 59 03.     (N)    108 01 48.     (W)     SCALED    
 QW0068* NAVD 88     -       882.045  (meters)    2893.84   (feet)  ADJUSTED  
 QW0068  ___________________________________________________________________
 QW0068  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 QW0068  DYNAMIC HT  -         881.891 (meters)    2893.34  (feet)  COMP
 QW0068  MODELED GRAV-     980,411.5   (mgal)                       NAVD 88
 QW0068
 QW0068  VERT ORDER  -  FIRST     CLASS II
 QW0068
 QW0068.The horizontal coordinates were scaled from a topographic map and have
 QW0068.an estimated accuracy of +/- 6 seconds.
 QW0068
 QW0068.The orthometric height was determined by differential leveling
 QW0068.and adjusted by the National Geodetic Survey in June 1991..
 QW0068
 QW0068.The geoid height was determined by GEOID03.
 QW0068
 QW0068.The dynamic height is computed by dividing the NAVD 88
 QW0068.geopotential number by the normal gravity value computed on the
 QW0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0068.degrees latitude (g = 980.6199 gals.).
 QW0068
 QW0068.The modeled gravity was interpolated from observed gravity values.
 QW0068
 QW0068;                    North         East    Units  Estimated Accuracy
 QW0068;SPC MT       -   193,790.      713,850.      MT  (+/- 180 meters Scaled)
 QW0068
 QW0068                          SUPERSEDED SURVEY CONTROL
 QW0068
 QW0068  NGVD 29 (??/??/92)  881.337  (m)         2891.52   (f) ADJ UNCH    1 2
 QW0068
 QW0068.Superseded values are not recommended for survey control.
 QW0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0068.See file dsdata.txt to determine how the superseded data were derived.
 QW0068
 QW0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR300965(NAD 83)
 QW0068_MARKER: DB = BENCH MARK DISK
 QW0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0068_STAMPING: B 395 1958
 QW0068_MARK LOGO: CGS   
 QW0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0068+STABILITY: SURFACE MOTION
 QW0068
 QW0068  HISTORY     - Date     Condition        Report By
 QW0068  HISTORY     - 1958     MONUMENTED       CGS
 QW0068  HISTORY     - 1960     GOOD             NGS
 QW0068  HISTORY     - 1981     GOOD             NGS
 QW0068
 QW0068                          STATION DESCRIPTION
 QW0068
 QW0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0068'3.75 MI SW FROM POMPEYS PILLAR.
 QW0068'ABOUT 3.75 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 QW0068'THE STATION AT POMPEYS PILLAR, IN THE NORTHEAST 1/4 OF SECTION 30, T 3
 QW0068'N, R 30 E, 345 FEET WEST OF MILEPOST 198, 329 FEET NORTH-NORTHWEST OF
 QW0068'THE NORTH-NORTHWEST RAIL, 179 FEET NORTH OF THE EAST CORNER OF A GRAIN
 QW0068'ELEVATOR AT NIBBE, 197 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 QW0068'HIGHWAY 10 AND 12, IN LINE WITH THE TELEPHONE POLES, 10 1/2 FEET
 QW0068'NORTHEAST OF A POWER POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST,
 QW0068'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QW0068
 QW0068                          STATION RECOVERY (1981)
 QW0068
 QW0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0399 ***********************************************************************
 QX0399  DESIGNATION -  B 4
 QX0399  PID         -  QX0399
 QX0399  STATE/COUNTY-  MT/GALLATIN
 QX0399  USGS QUAD   -  WILLOW CREEK (1987)
 QX0399
 QX0399                         *CURRENT SURVEY CONTROL
 QX0399  ___________________________________________________________________
 QX0399* NAD 83(1986)-  45 47 51.     (N)    111 41 54.     (W)     SCALED    
 QX0399* NAVD 88     -      1269.747  (meters)    4165.83   (feet)  ADJUSTED  
 QX0399  ___________________________________________________________________
 QX0399  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 QX0399  DYNAMIC HT  -        1269.394 (meters)    4164.67  (feet)  COMP
 QX0399  MODELED GRAV-     980,293.4   (mgal)                       NAVD 88
 QX0399
 QX0399  VERT ORDER  -  FIRST     CLASS II
 QX0399
 QX0399.The horizontal coordinates were scaled from a topographic map and have
 QX0399.an estimated accuracy of +/- 6 seconds.
 QX0399
 QX0399.The orthometric height was determined by differential leveling
 QX0399.and adjusted by the National Geodetic Survey in June 1991..
 QX0399
 QX0399.The geoid height was determined by GEOID03.
 QX0399
 QX0399.The dynamic height is computed by dividing the NAVD 88
 QX0399.geopotential number by the normal gravity value computed on the
 QX0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0399.degrees latitude (g = 980.6199 gals.).
 QX0399
 QX0399.The modeled gravity was interpolated from observed gravity values.
 QX0399
 QX0399;                    North         East    Units  Estimated Accuracy
 QX0399;SPC MT       -   174,380.      429,180.      MT  (+/- 180 meters Scaled)
 QX0399
 QX0399                          SUPERSEDED SURVEY CONTROL
 QX0399
 QX0399  NGVD 29 (08/20/92) 1268.710  (m)         4162.43   (f) ADJUSTED    1 2
 QX0399
 QX0399.Superseded values are not recommended for survey control.
 QX0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0399.See file dsdata.txt to determine how the superseded data were derived.
 QX0399
 QX0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR457717(NAD 83)
 QX0399_MARKER: P = PIPE CAP
 QX0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0399_SP_SET: SHALLOW-SET PIPE
 QX0399_STAMPING: 4162.465 B 4
 QX0399_MARK LOGO: CGS   
 QX0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0399
 QX0399  HISTORY     - Date     Condition        Report By
 QX0399  HISTORY     - UNK      MONUMENTED       CGS
 QX0399  HISTORY     - 1958     MARK NOT FOUND   NGS
 QX0399  HISTORY     - 1984     GOOD             USGS
 QX0399  HISTORY     - 1987     GOOD             NGS
 QX0399
 QX0399                          STATION DESCRIPTION
 QX0399
 QX0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0399'3.6 MI NE FROM SAPPINGTON.
 QX0399'ABOUT 3.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 QX0399'SAPPINGTON, GALLATIN COUNTY, ABOUT 123 YARDS NORTHEAST OF MILEPOST 16,
 QX0399'AND ABOUT 14 YARDS SOUTHEAST OF THE TRACK.  A STANDARD CAP, STAMPED
 QX0399'4162.465 B 4 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 QX0399'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 QX0399
 QX0399                          STATION RECOVERY (1984)
 QX0399
 QX0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0399'RECOVERED IN GOOD CONDITION.
 QX0399
 QX0399                          STATION RECOVERY (1987)
 QX0399
 QX0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0030 ***********************************************************************
 SS0030  DESIGNATION -  B 4 U
 SS0030  PID         -  SS0030
 SS0030  STATE/COUNTY-  MT/FERGUS
 SS0030  USGS QUAD   -  COFFEE CREEK (1979)
 SS0030
 SS0030                         *CURRENT SURVEY CONTROL
 SS0030  ___________________________________________________________________
 SS0030* NAD 83(1986)-  47 17 51.     (N)    110 02 20.     (W)     SCALED    
 SS0030* NAVD 88     -      1151.535  (meters)    3777.99   (feet)  ADJUSTED  
 SS0030  ___________________________________________________________________
 SS0030  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS0030  DYNAMIC HT  -        1151.432 (meters)    3777.66  (feet)  COMP
 SS0030  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 SS0030
 SS0030  VERT ORDER  -  SECOND    CLASS 0
 SS0030
 SS0030.The horizontal coordinates were scaled from a topographic map and have
 SS0030.an estimated accuracy of +/- 6 seconds.
 SS0030
 SS0030.The orthometric height was determined by differential leveling
 SS0030.and adjusted by the National Geodetic Survey in June 1991..
 SS0030
 SS0030.The geoid height was determined by GEOID03.
 SS0030
 SS0030.The dynamic height is computed by dividing the NAVD 88
 SS0030.geopotential number by the normal gravity value computed on the
 SS0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0030.degrees latitude (g = 980.6199 gals.).
 SS0030
 SS0030.The modeled gravity was interpolated from observed gravity values.
 SS0030
 SS0030;                    North         East    Units  Estimated Accuracy
 SS0030;SPC MT       -   338,770.      559,270.      MT  (+/- 180 meters Scaled)
 SS0030
 SS0030                          SUPERSEDED SURVEY CONTROL
 SS0030
 SS0030  NGVD 29 (??/??/92) 1150.664  (m)         3775.14   (f) ADJ UNCH    2 0
 SS0030
 SS0030.Superseded values are not recommended for survey control.
 SS0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0030.See file dsdata.txt to determine how the superseded data were derived.
 SS0030
 SS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT726386(NAD 83)
 SS0030_MARKER: DS = TRIANGULATION STATION DISK
 SS0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0030_STAMPING: B 4 U 1961
 SS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0030+STABILITY: SURFACE MOTION
 SS0030
 SS0030  HISTORY     - Date     Condition        Report By
 SS0030  HISTORY     - 1961     MONUMENTED       CGS
 SS0030
 SS0030                          STATION DESCRIPTION
 SS0030
 SS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0030'5.0 MI SE FROM COFFEE CREEK.
 SS0030'ABOUT 1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0030'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT COFFEE
 SS0030'CREEK, THENCE 2.8 MILES SOUTH ALONG A TRACK ROAD, THENCE 0.3 MILE
 SS0030'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG THE NORTH SIDE
 SS0030'OF A FENCE, IN SECTION 26, T 18 N, R 13 E, 51.1 FEET EAST OF B 4 U
 SS0030'R.M. 2, 45.2 FEET WEST OF B 4 U R.M. 1, 3 1/2 FEET NORTH OF A FENCE,
 SS0030'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0031 ***********************************************************************
 SS0031  DESIGNATION -  B 4 U RM 1
 SS0031  PID         -  SS0031
 SS0031  STATE/COUNTY-  MT/FERGUS
 SS0031  USGS QUAD   -  COFFEE CREEK (1979)
 SS0031
 SS0031                         *CURRENT SURVEY CONTROL
 SS0031  ___________________________________________________________________
 SS0031* NAD 83(1986)-  47 17 51.     (N)    110 02 21.     (W)     SCALED    
 SS0031* NAVD 88     -      1151.549  (meters)    3778.04   (feet)  ADJUSTED  
 SS0031  ___________________________________________________________________
 SS0031  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS0031  DYNAMIC HT  -        1151.446 (meters)    3777.70  (feet)  COMP
 SS0031  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 SS0031
 SS0031  VERT ORDER  -  SECOND    CLASS 0
 SS0031
 SS0031.The horizontal coordinates were scaled from a topographic map and have
 SS0031.an estimated accuracy of +/- 6 seconds.
 SS0031
 SS0031.The orthometric height was determined by differential leveling
 SS0031.and adjusted by the National Geodetic Survey in June 1991..
 SS0031
 SS0031.The geoid height was determined by GEOID03.
 SS0031
 SS0031.The dynamic height is computed by dividing the NAVD 88
 SS0031.geopotential number by the normal gravity value computed on the
 SS0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0031.degrees latitude (g = 980.6199 gals.).
 SS0031
 SS0031.The modeled gravity was interpolated from observed gravity values.
 SS0031
 SS0031;                    North         East    Units  Estimated Accuracy
 SS0031;SPC MT       -   338,770.      559,250.      MT  (+/- 180 meters Scaled)
 SS0031
 SS0031                          SUPERSEDED SURVEY CONTROL
 SS0031
 SS0031  NGVD 29 (??/??/92) 1150.678  (m)         3775.18   (f) ADJ UNCH    2 0
 SS0031
 SS0031.Superseded values are not recommended for survey control.
 SS0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0031.See file dsdata.txt to determine how the superseded data were derived.
 SS0031
 SS0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT726386(NAD 83)
 SS0031_MARKER: DR = REFERENCE MARK DISK
 SS0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0031_STAMPING: B 4 U NO 1 1961
 SS0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0031+STABILITY: SURFACE MOTION
 SS0031
 SS0031  HISTORY     - Date     Condition        Report By
 SS0031  HISTORY     - 1961     MONUMENTED       CGS
 SS0031
 SS0031                          STATION DESCRIPTION
 SS0031
 SS0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0031'5.0 MI SE FROM COFFEE CREEK.
 SS0031'ABOUT 1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0031'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT COFFEE
 SS0031'CREEK, THENCE 2.8 MILES SOUTH ALONG A TRACK ROAD, THENCE 0.3 MILE
 SS0031'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG THE NORTH SIDE
 SS0031'OF A FENCE, IN SECTION 26, T 18 N, R 13 E, 45.2 FEET EAST OF B 4 U
 SS0031'1961, 6 INCHES NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SS0031'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0029 ***********************************************************************
 SS0029  DESIGNATION -  B 4 U RM 2
 SS0029  PID         -  SS0029
 SS0029  STATE/COUNTY-  MT/FERGUS
 SS0029  USGS QUAD   -  COFFEE CREEK (1979)
 SS0029
 SS0029                         *CURRENT SURVEY CONTROL
 SS0029  ___________________________________________________________________
 SS0029* NAD 83(1986)-  47 17 51.     (N)    110 02 21.     (W)     SCALED    
 SS0029* NAVD 88     -      1151.182  (meters)    3776.84   (feet)  ADJUSTED  
 SS0029  ___________________________________________________________________
 SS0029  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS0029  DYNAMIC HT  -        1151.080 (meters)    3776.50  (feet)  COMP
 SS0029  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 SS0029
 SS0029  VERT ORDER  -  SECOND    CLASS 0
 SS0029
 SS0029.The horizontal coordinates were scaled from a topographic map and have
 SS0029.an estimated accuracy of +/- 6 seconds.
 SS0029
 SS0029.The orthometric height was determined by differential leveling
 SS0029.and adjusted by the National Geodetic Survey in June 1991..
 SS0029
 SS0029.The geoid height was determined by GEOID03.
 SS0029
 SS0029.The dynamic height is computed by dividing the NAVD 88
 SS0029.geopotential number by the normal gravity value computed on the
 SS0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0029.degrees latitude (g = 980.6199 gals.).
 SS0029
 SS0029.The modeled gravity was interpolated from observed gravity values.
 SS0029
 SS0029;                    North         East    Units  Estimated Accuracy
 SS0029;SPC MT       -   338,770.      559,250.      MT  (+/- 180 meters Scaled)
 SS0029
 SS0029                          SUPERSEDED SURVEY CONTROL
 SS0029
 SS0029  NGVD 29 (??/??/92) 1150.311  (m)         3773.98   (f) ADJ UNCH    2 0
 SS0029
 SS0029.Superseded values are not recommended for survey control.
 SS0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0029.See file dsdata.txt to determine how the superseded data were derived.
 SS0029
 SS0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT726386(NAD 83)
 SS0029_MARKER: DR = REFERENCE MARK DISK
 SS0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0029_STAMPING: B 4 U NO 2 1961
 SS0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0029+STABILITY: SURFACE MOTION
 SS0029
 SS0029  HISTORY     - Date     Condition        Report By
 SS0029  HISTORY     - 1961     MONUMENTED       CGS
 SS0029
 SS0029                          STATION DESCRIPTION
 SS0029
 SS0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0029'5.0 MI SE FROM COFFEE CREEK.
 SS0029'ABOUT 1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0029'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT COFFEE
 SS0029'CREEK, THENCE 2.8 MILES SOUTH ALONG A TRACK ROAD, THENCE 0.3 MILE
 SS0029'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG THE NORTH SIDE
 SS0029'OF A FENCE, IN SECTION 26, T 18 N, R 13 E, 51.1 FEET WEST OF B 4 U
 SS0029'1961, 6 INCHES NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SS0029'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0032 ***********************************************************************
 SS0032  DESIGNATION -  B 4 V RM 1
 SS0032  PID         -  SS0032
 SS0032  STATE/COUNTY-  MT/FERGUS
 SS0032  USGS QUAD   -  COFFEE CREEK (1979)
 SS0032
 SS0032                         *CURRENT SURVEY CONTROL
 SS0032  ___________________________________________________________________
 SS0032* NAD 83(1986)-  47 17 26.     (N)    110 02 36.     (W)     SCALED    
 SS0032* NAVD 88     -      1156.469  (meters)    3794.18   (feet)  ADJUSTED  
 SS0032  ___________________________________________________________________
 SS0032  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 SS0032  DYNAMIC HT  -        1156.364 (meters)    3793.84  (feet)  COMP
 SS0032  MODELED GRAV-     980,481.6   (mgal)                       NAVD 88
 SS0032
 SS0032  VERT ORDER  -  SECOND    CLASS 0
 SS0032
 SS0032.The horizontal coordinates were scaled from a topographic map and have
 SS0032.an estimated accuracy of +/- 6 seconds.
 SS0032
 SS0032.The orthometric height was determined by differential leveling
 SS0032.and adjusted by the National Geodetic Survey in June 1991..
 SS0032
 SS0032.The geoid height was determined by GEOID03.
 SS0032
 SS0032.The dynamic height is computed by dividing the NAVD 88
 SS0032.geopotential number by the normal gravity value computed on the
 SS0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0032.degrees latitude (g = 980.6199 gals.).
 SS0032
 SS0032.The modeled gravity was interpolated from observed gravity values.
 SS0032
 SS0032;                    North         East    Units  Estimated Accuracy
 SS0032;SPC MT       -   338,000.      558,930.      MT  (+/- 180 meters Scaled)
 SS0032
 SS0032                          SUPERSEDED SURVEY CONTROL
 SS0032
 SS0032  NGVD 29 (??/??/92) 1155.595  (m)         3791.31   (f) ADJ UNCH    2 0
 SS0032
 SS0032.Superseded values are not recommended for survey control.
 SS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0032.See file dsdata.txt to determine how the superseded data were derived.
 SS0032
 SS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT723378(NAD 83)
 SS0032_MARKER: DR = REFERENCE MARK DISK
 SS0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0032_STAMPING: B 4 V NO 1 1961
 SS0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0032+STABILITY: SURFACE MOTION
 SS0032
 SS0032  HISTORY     - Date     Condition        Report By
 SS0032  HISTORY     - 1961     MONUMENTED       CGS
 SS0032  HISTORY     - 1973     GOOD             USGS
 SS0032
 SS0032                          STATION DESCRIPTION
 SS0032
 SS0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0032'5.3 MI SE FROM COFFEE CREEK.
 SS0032'ABOUT 1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0032'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT COFFEE
 SS0032'CREEK, THENCE 2.8 MILES SOUTH ALONG A TRACK ROAD, THENCE 0.8 MILE
 SS0032'SOUTH ALONG A GRAVELED ROAD, IN SECTION 27, T 18 N, R 18 E, 0.25 MILE
 SS0032'NORTH OF A GROUP OF FARM BUILDINGS AT AN INTERSECTION OF GRAVELED
 SS0032'ROADS, 32 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET
 SS0032'NORTH OF A POWER POLE, 5 INCHES EAST OF A FENCE, 27.1 FEET NORTHEAST
 SS0032'OF B 4 V 1961, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS0032'CONCRETE POST FLUSH WITH THE GROUND.
 SS0032
 SS0032                          STATION RECOVERY (1973)
 SS0032
 SS0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SS0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0034 ***********************************************************************
 SS0034  DESIGNATION -  B 4 V RM 2
 SS0034  PID         -  SS0034
 SS0034  STATE/COUNTY-  MT/FERGUS
 SS0034  USGS QUAD   -  COFFEE CREEK (1979)
 SS0034
 SS0034                         *CURRENT SURVEY CONTROL
 SS0034  ___________________________________________________________________
 SS0034* NAD 83(1986)-  47 17 26.     (N)    110 02 35.     (W)     SCALED    
 SS0034* NAVD 88     -      1156.455  (meters)    3794.14   (feet)  ADJUSTED  
 SS0034  ___________________________________________________________________
 SS0034  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 SS0034  DYNAMIC HT  -        1156.349 (meters)    3793.79  (feet)  COMP
 SS0034  MODELED GRAV-     980,481.6   (mgal)                       NAVD 88
 SS0034
 SS0034  VERT ORDER  -  SECOND    CLASS 0
 SS0034
 SS0034.The horizontal coordinates were scaled from a topographic map and have
 SS0034.an estimated accuracy of +/- 6 seconds.
 SS0034
 SS0034.The orthometric height was determined by differential leveling
 SS0034.and adjusted by the National Geodetic Survey in June 1991..
 SS0034
 SS0034.The geoid height was determined by GEOID03.
 SS0034
 SS0034.The dynamic height is computed by dividing the NAVD 88
 SS0034.geopotential number by the normal gravity value computed on the
 SS0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0034.degrees latitude (g = 980.6199 gals.).
 SS0034
 SS0034.The modeled gravity was interpolated from observed gravity values.
 SS0034
 SS0034;                    North         East    Units  Estimated Accuracy
 SS0034;SPC MT       -   338,000.      558,950.      MT  (+/- 180 meters Scaled)
 SS0034
 SS0034                          SUPERSEDED SURVEY CONTROL
 SS0034
 SS0034  NGVD 29 (??/??/92) 1155.581  (m)         3791.27   (f) ADJ UNCH    2 0
 SS0034
 SS0034.Superseded values are not recommended for survey control.
 SS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0034.See file dsdata.txt to determine how the superseded data were derived.
 SS0034
 SS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT723378(NAD 83)
 SS0034_MARKER: DR = REFERENCE MARK DISK
 SS0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0034_STAMPING: B 4 V NO 2 1961
 SS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0034+STABILITY: SURFACE MOTION
 SS0034
 SS0034  HISTORY     - Date     Condition        Report By
 SS0034  HISTORY     - 1961     MONUMENTED       CGS
 SS0034  HISTORY     - 1973     GOOD             USGS
 SS0034
 SS0034                          STATION DESCRIPTION
 SS0034
 SS0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0034'5.3 MI SE FROM COFFEE CREEK.
 SS0034'ABOUT 1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0034'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT COFFEE
 SS0034'CREEK, THENCE 2.8 MILES SOUTH ALONG A TRACK ROAD, THENCE 0.8 MILE
 SS0034'SOUTH ALONG A GRAVELED ROAD, IN SECTION 27, T 18 N, R 13 E, 0.25 MILE
 SS0034'NORTH OF A GROUP OF FARM BUILDINGS AT AN INTERSECTION OF GRAVELED
 SS0034'ROADS, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 25.8 FEET
 SS0034'SOUTHEAST OF B 4 V 1961, 23 FEET SOUTH OF A POWER POLE, 3 INCHES EAST
 SS0034'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS0034'CONCRETE POST FLUSH WITH THE GROUND.
 SS0034
 SS0034                          STATION RECOVERY (1973)
 SS0034
 SS0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SS0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0728 ***********************************************************************
 SS0728  DESIGNATION -  B 40
 SS0728  PID         -  SS0728
 SS0728  STATE/COUNTY-  MT/CASCADE
 SS0728  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0728
 SS0728                         *CURRENT SURVEY CONTROL
 SS0728  ___________________________________________________________________
 SS0728* NAD 83(1986)-  47 29 25.     (N)    111 18 41.     (W)     SCALED    
 SS0728* NAVD 88     -      1017.711  (meters)    3338.94   (feet)  ADJUSTED  
 SS0728  ___________________________________________________________________
 SS0728  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 SS0728  DYNAMIC HT  -        1017.646 (meters)    3338.73  (feet)  COMP
 SS0728  MODELED GRAV-     980,514.0   (mgal)                       NAVD 88
 SS0728
 SS0728  VERT ORDER  -  FIRST     CLASS II
 SS0728
 SS0728.The horizontal coordinates were scaled from a topographic map and have
 SS0728.an estimated accuracy of +/- 6 seconds.
 SS0728
 SS0728.The orthometric height was determined by differential leveling
 SS0728.and adjusted by the National Geodetic Survey in June 1991..
 SS0728.WARNING-Repeat measurements at this control monument indicate possible
 SS0728.vertical movement.
 SS0728
 SS0728.The geoid height was determined by GEOID03.
 SS0728
 SS0728.The dynamic height is computed by dividing the NAVD 88
 SS0728.geopotential number by the normal gravity value computed on the
 SS0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0728.degrees latitude (g = 980.6199 gals.).
 SS0728
 SS0728.The modeled gravity was interpolated from observed gravity values.
 SS0728
 SS0728;                    North         East    Units  Estimated Accuracy
 SS0728;SPC MT       -   361,630.      463,590.      MT  (+/- 180 meters Scaled)
 SS0728
 SS0728                          SUPERSEDED SURVEY CONTROL
 SS0728
 SS0728  NGVD 29 (??/??/92) 1016.809  (m)         3335.98   (f) ADJ UNCH    1 2
 SS0728
 SS0728.Superseded values are not recommended for survey control.
 SS0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0728.See file dsdata.txt to determine how the superseded data were derived.
 SS0728
 SS0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT765596(NAD 83)
 SS0728_MARKER: DB = BENCH MARK DISK
 SS0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0728_STAMPING: B 40 1931
 SS0728_MARK LOGO: CGS   
 SS0728_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0728+STABILITY: SURFACE MOTION
 SS0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SS0728+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002
 SS0728
 SS0728  HISTORY     - Date     Condition        Report By
 SS0728  HISTORY     - 1931     MONUMENTED       CGS
 SS0728  HISTORY     - 1961     GOOD             NGS
 SS0728  HISTORY     - 20020812 GOOD             MTDOT
 SS0728  HISTORY     - 20020823 GOOD             MTDOT
 SS0728
 SS0728                          STATION DESCRIPTION
 SS0728
 SS0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0728'1.0 MI S FROM GREAT FALLS.
 SS0728'ABOUT 1.0 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0728'AT GREAT FALLS, AT THE CITY WATER WORKS, 9 POLES NORTH OF MILEPOST
 SS0728'223, 27 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 21 FEET WEST
 SS0728'OF THE WEST RAIL OF A SIDE TRACK, 3 FEET SOUTH OF THE SOUTH EDGE OF AN
 SS0728'ARCH OVER THE WALK LEADING TO THE FILTRATION PLANT, ABOUT 2 FEET ABOVE
 SS0728'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SS0728'WITH THE GROUND.
 SS0728
 SS0728                          STATION RECOVERY (2002)
 SS0728
 SS0728'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DDB)
 SS0728'RECOVERED AS DESCRIBED
 SS0728'
 SS0728
 SS0728                          STATION RECOVERY (2002)
 SS0728
 SS0728'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DDB)
 SS0728'RECOVERED AS DESCRIBED.
 SS0728'CALL 1-406-727-1325 FOR PERMISSION TO ENTER WATER PLANT.
 SS0728'WOULD NOT RECOMMEND THIS MARK FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0380 ***********************************************************************
 SS0380  DESIGNATION -  B 41
 SS0380  PID         -  SS0380
 SS0380  STATE/COUNTY-  MT/JUDITH BASIN
 SS0380  USGS QUAD   -  BYRNE CREEK (1995)
 SS0380
 SS0380                         *CURRENT SURVEY CONTROL
 SS0380  ___________________________________________________________________
 SS0380* NAD 83(1986)-  47 16 29.     (N)    110 34 15.     (W)     SCALED    
 SS0380* NAVD 88     -      1293.141  (meters)    4242.58   (feet)  ADJUSTED  
 SS0380  ___________________________________________________________________
 SS0380  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 SS0380  DYNAMIC HT  -        1292.965 (meters)    4242.00  (feet)  COMP
 SS0380  MODELED GRAV-     980,431.1   (mgal)                       NAVD 88
 SS0380
 SS0380  VERT ORDER  -  FIRST     CLASS II
 SS0380
 SS0380.The horizontal coordinates were scaled from a topographic map and have
 SS0380.an estimated accuracy of +/- 6 seconds.
 SS0380
 SS0380.The orthometric height was determined by differential leveling
 SS0380.and adjusted by the National Geodetic Survey in June 1991..
 SS0380
 SS0380.The geoid height was determined by GEOID03.
 SS0380
 SS0380.The dynamic height is computed by dividing the NAVD 88
 SS0380.geopotential number by the normal gravity value computed on the
 SS0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0380.degrees latitude (g = 980.6199 gals.).
 SS0380
 SS0380.The modeled gravity was interpolated from observed gravity values.
 SS0380
 SS0380;                    North         East    Units  Estimated Accuracy
 SS0380;SPC MT       -   336,650.      519,030.      MT  (+/- 180 meters Scaled)
 SS0380
 SS0380                          SUPERSEDED SURVEY CONTROL
 SS0380
 SS0380  NGVD 29 (??/??/92) 1292.186  (m)         4239.45   (f) ADJ UNCH    1 2
 SS0380
 SS0380.Superseded values are not recommended for survey control.
 SS0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0380.See file dsdata.txt to determine how the superseded data were derived.
 SS0380
 SS0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT324357(NAD 83)
 SS0380_MARKER: DB = BENCH MARK DISK
 SS0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0380_STAMPING: B 41 1931
 SS0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0380+STABILITY: SURFACE MOTION
 SS0380
 SS0380  HISTORY     - Date     Condition        Report By
 SS0380  HISTORY     - 1931     MONUMENTED       CGS
 SS0380  HISTORY     - 1961     GOOD             NGS
 SS0380
 SS0380                          STATION DESCRIPTION
 SS0380
 SS0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0380'3.8 MI W FROM GEYSER.
 SS0380'ABOUT 3.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0380'AT GEYSER, IN SECTION 34, T 18 N, R 9 E, 17 1/2 POLES EAST OF MILEPOST
 SS0380'175, 77 FEET NORTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 48 FEET
 SS0380'NORTHEAST OF THE NORTHEAST RAIL, 99 FEET NORTHEAST OF AND ACROSS THE
 SS0380'TRACK FROM THE 17TH POLE EAST OF MILEPOST 175, 2 FEET SOUTHWEST OF A
 SS0380'FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 SS0380'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SS0380'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0358 ***********************************************************************
 RV0358  DESIGNATION -  B 42
 RV0358  PID         -  RV0358
 RV0358  STATE/COUNTY-  MT/JUDITH BASIN
 RV0358  USGS QUAD   -  SIPPLE (1970)
 RV0358
 RV0358                         *CURRENT SURVEY CONTROL
 RV0358  ___________________________________________________________________
 RV0358* NAD 83(1986)-  46 57 34.     (N)    109 49 51.     (W)     SCALED    
 RV0358* NAVD 88     -      1225.095  (meters)    4019.33   (feet)  ADJUSTED  
 RV0358  ___________________________________________________________________
 RV0358  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 RV0358  DYNAMIC HT  -        1224.902 (meters)    4018.70  (feet)  COMP
 RV0358  MODELED GRAV-     980,413.6   (mgal)                       NAVD 88
 RV0358
 RV0358  VERT ORDER  -  FIRST     CLASS II
 RV0358
 RV0358.The horizontal coordinates were scaled from a topographic map and have
 RV0358.an estimated accuracy of +/- 6 seconds.
 RV0358
 RV0358.The orthometric height was determined by differential leveling
 RV0358.and adjusted by the National Geodetic Survey in June 1991..
 RV0358
 RV0358.The geoid height was determined by GEOID03.
 RV0358
 RV0358.The dynamic height is computed by dividing the NAVD 88
 RV0358.geopotential number by the normal gravity value computed on the
 RV0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0358.degrees latitude (g = 980.6199 gals.).
 RV0358
 RV0358.The modeled gravity was interpolated from observed gravity values.
 RV0358
 RV0358;                    North         East    Units  Estimated Accuracy
 RV0358;SPC MT       -   301,130.      574,830.      MT  (+/- 180 meters Scaled)
 RV0358
 RV0358                          SUPERSEDED SURVEY CONTROL
 RV0358
 RV0358  NGVD 29 (??/??/92) 1224.162  (m)         4016.27   (f) ADJ UNCH    1 2
 RV0358
 RV0358.Superseded values are not recommended for survey control.
 RV0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0358.See file dsdata.txt to determine how the superseded data were derived.
 RV0358
 RV0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT889013(NAD 83)
 RV0358_MARKER: DB = BENCH MARK DISK
 RV0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0358_STAMPING: B 42 1931
 RV0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0358+STABILITY: SURFACE MOTION
 RV0358
 RV0358  HISTORY     - Date     Condition        Report By
 RV0358  HISTORY     - 1931     MONUMENTED       CGS
 RV0358  HISTORY     - 1961     GOOD             NGS
 RV0358
 RV0358                          STATION DESCRIPTION
 RV0358
 RV0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0358'4.8 MI SE FROM HOBSON.
 RV0358'ABOUT 4.8 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0358'STATION AT HOBSON, IN SECTION 21, T 14 N, R 15 E, 1 1/2 POLES
 RV0358'NORTHWEST OF MILEPOST 125, 94 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 99
 RV0358'FEET WEST OF THE 1ST POLE NORTHWEST OF MILEPOST 125, 15 FEET NORTHEAST
 RV0358'OF THE CENTERLINE OF A TRAIL ROAD WHICH PARALLELS THE TRACK, 2 FEET
 RV0358'EAST OF THE SOUTHEAST END OF A WOODEN SNOW FENCE, 1.0 FOOT NORTHWEST
 RV0358'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 RV0358'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0301 ***********************************************************************
 TL0301  DESIGNATION -  B 422
 TL0301  PID         -  TL0301
 TL0301  STATE/COUNTY-  MT/TOOLE
 TL0301  USGS QUAD   -  VIRDEN (1986)
 TL0301
 TL0301                         *CURRENT SURVEY CONTROL
 TL0301  ___________________________________________________________________
 TL0301* NAD 83(1986)-  48 31 42.     (N)    111 55 35.     (W)     SCALED    
 TL0301* NAVD 88     -      1005.877  (meters)    3300.11   (feet)  ADJUSTED  
 TL0301  ___________________________________________________________________
 TL0301  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 TL0301  DYNAMIC HT  -        1005.935 (meters)    3300.31  (feet)  COMP
 TL0301  MODELED GRAV-     980,634.0   (mgal)                       NAVD 88
 TL0301
 TL0301  VERT ORDER  -  FIRST     CLASS II
 TL0301
 TL0301.The horizontal coordinates were scaled from a topographic map and have
 TL0301.an estimated accuracy of +/- 6 seconds.
 TL0301
 TL0301.The orthometric height was determined by differential leveling
 TL0301.and adjusted by the National Geodetic Survey in June 1991..
 TL0301
 TL0301.The geoid height was determined by GEOID03.
 TL0301
 TL0301.The dynamic height is computed by dividing the NAVD 88
 TL0301.geopotential number by the normal gravity value computed on the
 TL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0301.degrees latitude (g = 980.6199 gals.).
 TL0301
 TL0301.The modeled gravity was interpolated from observed gravity values.
 TL0301
 TL0301;                    North         East    Units  Estimated Accuracy
 TL0301;SPC MT       -   478,200.      420,860.      MT  (+/- 180 meters Scaled)
 TL0301
 TL0301                          SUPERSEDED SURVEY CONTROL
 TL0301
 TL0301.No superseded survey control is available for this station.
 TL0301
 TL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU316754(NAD 83)
 TL0301_MARKER: DB = BENCH MARK DISK
 TL0301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0301_SP_SET: STAINLESS STEEL ROD
 TL0301_STAMPING: B 422 1978
 TL0301_PROJECTION: PROJECTING 10 CENTIMETERS
 TL0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0301_ROD/PIPE-DEPTH: 7.32 meters
 TL0301
 TL0301  HISTORY     - Date     Condition        Report By
 TL0301  HISTORY     - 1978     MONUMENTED       NGS
 TL0301
 TL0301                          STATION DESCRIPTION
 TL0301
 TL0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0301'2.4 MI WEST FROM SHELBY.
 TL0301'2.4 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TL0301'SHELBY.  AT HIGHWAY MILE POST 276 AND A DRIVEWAY LEADING NORTH AND
 TL0301'SOUTH, ABOUT 0.25 MILE EAST OF A CUTBANK, 135 FEET NORTHEAST OF MILE
 TL0301'POST 276, 75 FEET NORTH OF THE CENTERLINE OF HIGHWAY 2, 56 FEET
 TL0301'WEST OF THE CENTERLINE OF A DRIVEWAY LEADING SOUTH, 27 FEET SOUTH
 TL0301'OF A ROAD PARALLEL TO THE RAILROAD, 1 FOOT WEST OF TELEPHONE POLE
 TL0301'NUMBER 45, AND 1 FOOT EAST OF A WITNESS POST.  DISK IS LEVEL WITH THE
 TL0301'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0301'THE MARK IS 4 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0652 ***********************************************************************
 TM0652  DESIGNATION -  B 423
 TM0652  PID         -  TM0652
 TM0652  STATE/COUNTY-  MT/GLACIER
 TM0652  USGS QUAD   -  SQUAW BUTTES (1966)
 TM0652
 TM0652                         *CURRENT SURVEY CONTROL
 TM0652  ___________________________________________________________________
 TM0652* NAD 83(1986)-  48 37 28.     (N)    112 24 36.     (W)     SCALED    
 TM0652* NAVD 88     -      1186.658  (meters)    3893.23   (feet)  ADJUSTED  
 TM0652  ___________________________________________________________________
 TM0652  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0652  DYNAMIC HT  -        1186.686 (meters)    3893.32  (feet)  COMP
 TM0652  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 TM0652
 TM0652  VERT ORDER  -  FIRST     CLASS II
 TM0652
 TM0652.The horizontal coordinates were scaled from a topographic map and have
 TM0652.an estimated accuracy of +/- 6 seconds.
 TM0652
 TM0652.The orthometric height was determined by differential leveling
 TM0652.and adjusted by the National Geodetic Survey in June 1991..
 TM0652
 TM0652.The geoid height was determined by GEOID03.
 TM0652
 TM0652.The dynamic height is computed by dividing the NAVD 88
 TM0652.geopotential number by the normal gravity value computed on the
 TM0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0652.degrees latitude (g = 980.6199 gals.).
 TM0652
 TM0652.The modeled gravity was interpolated from observed gravity values.
 TM0652
 TM0652;                    North         East    Units  Estimated Accuracy
 TM0652;SPC MT       -   490,090.      385,570.      MT  (+/- 180 meters Scaled)
 TM0652
 TM0652                          SUPERSEDED SURVEY CONTROL
 TM0652
 TM0652.No superseded survey control is available for this station.
 TM0652
 TM0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU960866(NAD 83)
 TM0652_MARKER: DB = BENCH MARK DISK
 TM0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0652_SP_SET: STAINLESS STEEL ROD
 TM0652_STAMPING: B 423 1978
 TM0652_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0652_ROD/PIPE-DEPTH: 7.32 meters
 TM0652
 TM0652  HISTORY     - Date     Condition        Report By
 TM0652  HISTORY     - 1978     MONUMENTED       NGS
 TM0652
 TM0652                          STATION DESCRIPTION
 TM0652
 TM0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0652'3.0 MI WEST FROM CUT BANK.
 TM0652'3.0 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK RIVER IN
 TM0652'CUT BANK.  STATION IS LOCATED AT THE NORTHWEST CORNER OF THE
 TM0652'INTERSECTION OF HIGHWAY 2 AND A DRIVWAY LEADING NORTH, NEAR A FENCE
 TM0652'CORNER, AND AT HIGHWAY MILE POST 251, 33 FEET NORTH OF THE CENTERLINE
 TM0652'OF HIGHWAY 2, 7 FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF A POWER
 TM0652'POLE, 1 FOOT SOUTH OF A FENCE LINE, AND 1 FOOT EAST OF A WITNESS
 TM0652'POST.  DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 TM0652'A 4 INCH PLASTIC SCREW PLUG.
 TM0652'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0682 ***********************************************************************
 TM0682  DESIGNATION -  B 424
 TM0682  PID         -  TM0682
 TM0682  STATE/COUNTY-  MT/GLACIER
 TM0682  USGS QUAD   -  BLACKFOOT (1968)
 TM0682
 TM0682                         *CURRENT SURVEY CONTROL
 TM0682  ___________________________________________________________________
 TM0682* NAD 83(1986)-  48 31 46.     (N)    112 57 47.     (W)     SCALED    
 TM0682* NAVD 88     -      1333.295  (meters)    4374.32   (feet)  ADJUSTED  
 TM0682  ___________________________________________________________________
 TM0682  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 TM0682  DYNAMIC HT  -        1333.257 (meters)    4374.19  (feet)  COMP
 TM0682  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 TM0682
 TM0682  VERT ORDER  -  FIRST     CLASS II
 TM0682
 TM0682.The horizontal coordinates were scaled from a topographic map and have
 TM0682.an estimated accuracy of +/- 6 seconds.
 TM0682
 TM0682.The orthometric height was determined by differential leveling
 TM0682.and adjusted by the National Geodetic Survey in June 1991..
 TM0682
 TM0682.The geoid height was determined by GEOID03.
 TM0682
 TM0682.The dynamic height is computed by dividing the NAVD 88
 TM0682.geopotential number by the normal gravity value computed on the
 TM0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0682.degrees latitude (g = 980.6199 gals.).
 TM0682
 TM0682.The modeled gravity was interpolated from observed gravity values.
 TM0682
 TM0682;                    North         East    Units  Estimated Accuracy
 TM0682;SPC MT       -   481,200.      344,370.      MT  (+/- 180 meters Scaled)
 TM0682
 TM0682                          SUPERSEDED SURVEY CONTROL
 TM0682
 TM0682.No superseded survey control is available for this station.
 TM0682
 TM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU550770(NAD 83)
 TM0682_MARKER: DB = BENCH MARK DISK
 TM0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0682_SP_SET: STAINLESS STEEL ROD
 TM0682_STAMPING: B 424 1978
 TM0682_PROJECTION: PROJECTING 10 CENTIMETERS
 TM0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0682_ROD/PIPE-DEPTH: 4.88 meters
 TM0682
 TM0682  HISTORY     - Date     Condition        Report By
 TM0682  HISTORY     - 1978     MONUMENTED       NGS
 TM0682
 TM0682                          STATION DESCRIPTION
 TM0682
 TM0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0682'3.8 MI EAST FROM BROWNING.
 TM0682'3.85 MILES EAST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0682'BROWNING.  AT HIGHWAY MILE POST 224 AND THE Y JUNCTION OF HIGHWAYS 2
 TM0682'AND 89, AND AT A POWER POLE WITH A TRANSFORMER ON THE SOUTHWEST SIDE
 TM0682'OF THE HIGHWAY, ON THE SOUTHEAST EDGE OF A RAVINE, 138 FEET SOUTHWEST
 TM0682'OF THE CENTERLINE OF HIGHWAY 2, 78 FEET SOUTHWEST OF THE CENTERLINE OF
 TM0682'HIGHWAY 89, 111 FEET NORTHWEST OF THE NORTHWEST END OF A CONCRETE
 TM0682'ISLAND FOR GAS PUMPS, 2 FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT
 TM0682'NORTH OF A POWER POLE WITH A TRANSFORMER.  ROD WAS DRIVEN TO REFUSAL
 TM0682'AT A DEPTH OF 16 FEET, DISK IS 1 INCH ABOVE GROUND, ACCESS TO WHICH IS
 TM0682'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TM0682'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0402 ***********************************************************************
 QY0402  DESIGNATION -  B 425
 QY0402  PID         -  QY0402
 QY0402  STATE/COUNTY-  MT/SILVER BOW
 QY0402  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0402
 QY0402                         *CURRENT SURVEY CONTROL
 QY0402  ___________________________________________________________________
 QY0402* NAD 83(1986)-  45 59 30.     (N)    112 32 19.     (W)     SCALED    
 QY0402* NAVD 88     -      1668.423  (meters)    5473.82   (feet)  ADJUSTED  
 QY0402  ___________________________________________________________________
 QY0402  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 QY0402  DYNAMIC HT  -        1667.780 (meters)    5471.71  (feet)  COMP
 QY0402  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 QY0402  OBS GRAVITY -     980,171.3   (mgal)                       GRAV_OBS
 QY0402
 QY0402  VERT ORDER  -  FIRST     CLASS II
 QY0402
 QY0402.The horizontal coordinates were scaled from a topographic map and have
 QY0402.an estimated accuracy of +/- 6 seconds.
 QY0402
 QY0402.The orthometric height was determined by differential leveling
 QY0402.and adjusted by the National Geodetic Survey in June 1991..
 QY0402
 QY0402.The geoid height was determined by GEOID03.
 QY0402
 QY0402.The dynamic height is computed by dividing the NAVD 88
 QY0402.geopotential number by the normal gravity value computed on the
 QY0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0402.degrees latitude (g = 980.6199 gals.).
 QY0402
 QY0402.The modeled gravity was interpolated from observed gravity values.
 QY0402.The observed gravity was obtained from relative gravimeter ties
 QY0402.to the IGSN71 gravity network.
 QY0402
 QY0402;                    North         East    Units  Estimated Accuracy
 QY0402;SPC MT       -   198,120.      364,750.      MT  (+/- 180 meters Scaled)
 QY0402
 QY0402                          SUPERSEDED SURVEY CONTROL
 QY0402
 QY0402.No superseded survey control is available for this station.
 QY0402
 QY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR808942(NAD 83)
 QY0402_MARKER: DB = BENCH MARK DISK
 QY0402_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 QY0402_SP_SET: OVERPASS
 QY0402_STAMPING: B 425 1978
 QY0402_MARK LOGO: NGS   
 QY0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0402+STABILITY: POSITION/ELEVATION WELL
 QY0402
 QY0402  HISTORY     - Date     Condition        Report By
 QY0402  HISTORY     - 1978     MONUMENTED       NGS
 QY0402  HISTORY     - 1979     GOOD             NGS
 QY0402  HISTORY     - 1982     GOOD             NGS
 QY0402
 QY0402                          STATION DESCRIPTION
 QY0402
 QY0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QY0402'IN BUTTE.
 QY0402'SET IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE WESTBOUND
 QY0402'BRIDGE OF INTERSTATE 90 OVER MONTANA STREET AT BUTTE, 17 FEET NORTH
 QY0402'OF THE CENTER LINE OF THE WESTBOUND LANES AND 3 FEET NORTH
 QY0402'OF THE NORTH CURB.  THIS BENCH MARK HAS BEEN DESIGNATED AS A BASIC NET
 QY0402'A LEVEL LINE JUNCTION MARK.  NOTE, ACCORDING TO MONTANA HIGHWAY
 QY0402'ENGINEERS, THIS OVERPASS IS SET ON BEDROCK.
 QY0402'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
 QY0402
 QY0402                          STATION RECOVERY (1979)
 QY0402
 QY0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QY0402'THE ORIGINAL DESCRIPTION IS IN LINE 257, REGION 5.
 QY0402
 QY0402                          STATION RECOVERY (1982)
 QY0402
 QY0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QY0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE6021 ***********************************************************************
 DE6021  DESIGNATION -  B 425 RESET
 DE6021  PID         -  DE6021
 DE6021  STATE/COUNTY-  MT/SILVER BOW
 DE6021  USGS QUAD   -  BUTTE SOUTH (1996)
 DE6021
 DE6021                         *CURRENT SURVEY CONTROL
 DE6021  ___________________________________________________________________
 DE6021* NAD 83(1986)-  45 59 30.     (N)    112 32 19.     (W)     SCALED    
 DE6021* NAVD 88     -      1662.57   (meters)    5454.6    (feet)  RESET     
 DE6021  ___________________________________________________________________
 DE6021  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 DE6021
 DE6021  VERT ORDER  -  THIRD
 DE6021
 DE6021.The horizontal coordinates were scaled from a topographic map and have
 DE6021.an estimated accuracy of +/- 6 seconds.
 DE6021
 DE6021.The orthometric height was computed from unverified reset data.
 DE6021.No vertical observational check was made to the station.
 DE6021
 DE6021.The geoid height was determined by GEOID03.
 DE6021
 DE6021;                    North         East    Units  Estimated Accuracy
 DE6021;SPC MT       -   198,120.      364,750.      MT  (+/- 180 meters Scaled)
 DE6021
 DE6021                          SUPERSEDED SURVEY CONTROL
 DE6021
 DE6021.No superseded survey control is available for this station.
 DE6021
 DE6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR808942(NAD 83)
 DE6021_MARKER: F = FLANGE-ENCASED ROD
 DE6021_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6021_STAMPING: B 425 RESET 2001
 DE6021_MARK LOGO: NGS   
 DE6021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6021
 DE6021  HISTORY     - Date     Condition        Report By
 DE6021  HISTORY     - 2001     MONUMENTED       MTDOT
 DE6021
 DE6021                          STATION DESCRIPTION
 DE6021
 DE6021'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2001 (HK)
 DE6021'IN BUTTE, FROM MONTANA ST AT THE I-15 INTERCHANGE GO EAST ON LASALLE
 DE6021'ST FOR 886 FEET (270.1 M) TO THE MARK TO THE NORTH .  THE MARK IS
 DE6021'NORTH OF THE INTERSECTION OF LASALLE ST AND COLORADO ST, 7.2 FEET (2.2
 DE6021'M) SOUTH OF A 5 FOOT (1.5 M) HIGH CHAIN LINE R/W FENCE, 2 FEET (0.6 M)
 DE6021'SOUTH OF A WITNESS POST AND 0.6 FOOT (18.3 CM) BELOW GROUND SURFACE.
 DE6021'A STAINLESS STEEL ROD DRIVEN 19.5 M (64.0 FT) TO REFUSAL AND ACCESS IS
 DE6021'THROUGH A LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0712 ***********************************************************************
 TM0712  DESIGNATION -  B 426
 TM0712  PID         -  TM0712
 TM0712  STATE/COUNTY-  MT/GLACIER
 TM0712  USGS QUAD   -  SQUAW MOUNTAIN (1995)
 TM0712
 TM0712                         *CURRENT SURVEY CONTROL
 TM0712  ___________________________________________________________________
 TM0712* NAD 83(1986)-  48 23 28.     (N)    113 15 30.     (W)     SCALED    
 TM0712* NAVD 88     -      1520.395  (meters)    4988.16   (feet)  ADJUSTED  
 TM0712  ___________________________________________________________________
 TM0712  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 TM0712  DYNAMIC HT  -        1520.289 (meters)    4987.81  (feet)  COMP
 TM0712  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 TM0712
 TM0712  VERT ORDER  -  FIRST     CLASS II
 TM0712
 TM0712.The horizontal coordinates were scaled from a topographic map and have
 TM0712.an estimated accuracy of +/- 6 seconds.
 TM0712
 TM0712.The orthometric height was determined by differential leveling
 TM0712.and adjusted by the National Geodetic Survey in June 1991..
 TM0712
 TM0712.The geoid height was determined by GEOID03.
 TM0712
 TM0712.The dynamic height is computed by dividing the NAVD 88
 TM0712.geopotential number by the normal gravity value computed on the
 TM0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0712.degrees latitude (g = 980.6199 gals.).
 TM0712
 TM0712.The modeled gravity was interpolated from observed gravity values.
 TM0712
 TM0712;                    North         East    Units  Estimated Accuracy
 TM0712;SPC MT       -   466,840.      321,850.      MT  (+/- 180 meters Scaled)
 TM0712
 TM0712                          SUPERSEDED SURVEY CONTROL
 TM0712
 TM0712.No superseded survey control is available for this station.
 TM0712
 TM0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU328622(NAD 83)
 TM0712_MARKER: DB = BENCH MARK DISK
 TM0712_SETTING: 66 = SET IN ROCK OUTCROP
 TM0712_SP_SET: ROCK OUTCROP
 TM0712_STAMPING: B 426 1978
 TM0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0712+STABILITY: POSITION/ELEVATION WELL
 TM0712
 TM0712  HISTORY     - Date     Condition        Report By
 TM0712  HISTORY     - 1978     MONUMENTED       NGS
 TM0712
 TM0712                          STATION DESCRIPTION
 TM0712
 TM0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0712'4.5 MI SW FROM EAST GLACIER.
 TM0712'4.5 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0712'EAST GLACIER, 0.25 MILE SOUTHWEST OF HIGHWAY MILE POST 205.  SET IN
 TM0712'A 5X2 FEET PORTION OF AN OUTCROP AT THE SOUTHWEST END OF A CUTBANK ON
 TM0712'THE NORTHWEST SIDE OF THE HIGHWAY, 51 FEET SOUTHWEST OF A POWER-
 TM0712'TELEPHONE POLE, NUMBER 3, 32 FEET NORTHWEST OF THE CENTERLINE OF
 TM0712'HIGHWAY 2, AND 1 FOOT SOUTH OF A WITNESS POST.
 TM0712'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0737 ***********************************************************************
 TM0737  DESIGNATION -  B 427
 TM0737  PID         -  TM0737
 TM0737  STATE/COUNTY-  MT/FLATHEAD
 TM0737  USGS QUAD   -  ESSEX (1994)
 TM0737
 TM0737                         *CURRENT SURVEY CONTROL
 TM0737  ___________________________________________________________________
 TM0737* NAD 83(1986)-  48 16 03.     (N)    113 36 02.     (W)     SCALED    
 TM0737* NAVD 88     -      1174.893  (meters)    3854.63   (feet)  ADJUSTED  
 TM0737  ___________________________________________________________________
 TM0737  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 TM0737  DYNAMIC HT  -        1174.812 (meters)    3854.36  (feet)  COMP
 TM0737  MODELED GRAV-     980,502.9   (mgal)                       NAVD 88
 TM0737
 TM0737  VERT ORDER  -  FIRST     CLASS II
 TM0737
 TM0737.The horizontal coordinates were scaled from a topographic map and have
 TM0737.an estimated accuracy of +/- 6 seconds.
 TM0737
 TM0737.The orthometric height was determined by differential leveling
 TM0737.and adjusted by the National Geodetic Survey in June 1991..
 TM0737
 TM0737.The geoid height was determined by GEOID03.
 TM0737
 TM0737.The dynamic height is computed by dividing the NAVD 88
 TM0737.geopotential number by the normal gravity value computed on the
 TM0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0737.degrees latitude (g = 980.6199 gals.).
 TM0737
 TM0737.The modeled gravity was interpolated from observed gravity values.
 TM0737
 TM0737;                    North         East    Units  Estimated Accuracy
 TM0737;SPC MT       -   454,390.      295,830.      MT  (+/- 180 meters Scaled)
 TM0737
 TM0737                          SUPERSEDED SURVEY CONTROL
 TM0737
 TM0737.No superseded survey control is available for this station.
 TM0737
 TM0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU070493(NAD 83)
 TM0737_MARKER: DB = BENCH MARK DISK
 TM0737_SETTING: 66 = SET IN ROCK OUTCROP
 TM0737_SP_SET: ROCK OUTCROP
 TM0737_STAMPING: B 427 1978
 TM0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0737+STABILITY: POSITION/ELEVATION WELL
 TM0737
 TM0737  HISTORY     - Date     Condition        Report By
 TM0737  HISTORY     - 1978     MONUMENTED       NGS
 TM0737
 TM0737                          STATION DESCRIPTION
 TM0737
 TM0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0737'27.3 MI SW FROM EAST GLACIER.
 TM0737'27.3 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0737'EAST GLACIER, 0.6 MILE SOUTHEAST OF WALTON.  SET IN TOP OF A RED
 TM0737'OUTCROP LEDGE AT THE NORTHWEST END OF A MASSIVE VERTICAL OUTCROP,
 TM0737'110 FEET NORTH AND ACROSS THE HIGHWAY FROM A SMALL PULL-OFF AREA,
 TM0737'31 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 2, AND 2 FEET
 TM0737'NORTHWEST OF A WITNESS POST.
 TM0737'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0425 ***********************************************************************
 TN0425  DESIGNATION -  B 428
 TN0425  PID         -  TN0425
 TN0425  STATE/COUNTY-  MT/FLATHEAD
 TN0425  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0425
 TN0425                         *CURRENT SURVEY CONTROL
 TN0425  ___________________________________________________________________
 TN0425* NAD 83(1986)-  48 21 05.     (N)    114 13 28.     (W)     SCALED    
 TN0425* NAVD 88     -       910.850  (meters)    2988.35   (feet)  ADJUSTED  
 TN0425  ___________________________________________________________________
 TN0425  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TN0425  DYNAMIC HT  -         910.834 (meters)    2988.29  (feet)  COMP
 TN0425  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 TN0425
 TN0425  VERT ORDER  -  FIRST     CLASS II
 TN0425
 TN0425.The horizontal coordinates were scaled from a topographic map and have
 TN0425.an estimated accuracy of +/- 6 seconds.
 TN0425
 TN0425.The orthometric height was determined by differential leveling
 TN0425.and adjusted by the National Geodetic Survey in June 1991..
 TN0425
 TN0425.The geoid height was determined by GEOID03.
 TN0425
 TN0425.The dynamic height is computed by dividing the NAVD 88
 TN0425.geopotential number by the normal gravity value computed on the
 TN0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0425.degrees latitude (g = 980.6199 gals.).
 TN0425
 TN0425.The modeled gravity was interpolated from observed gravity values.
 TN0425
 TN0425;                    North         East    Units  Estimated Accuracy
 TN0425;SPC MT       -   466,310.      250,170.      MT  (+/- 180 meters Scaled)
 TN0425
 TN0425                          SUPERSEDED SURVEY CONTROL
 TN0425
 TN0425.No superseded survey control is available for this station.
 TN0425
 TN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP056590(NAD 83)
 TN0425_MARKER: DB = BENCH MARK DISK
 TN0425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0425_SP_SET: STAINLESS STEEL ROD
 TN0425_STAMPING: B 428 1979
 TN0425_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0425_ROD/PIPE-DEPTH: 3.35 meters
 TN0425
 TN0425  HISTORY     - Date     Condition        Report By
 TN0425  HISTORY     - 1979     MONUMENTED       NGS
 TN0425
 TN0425                          STATION DESCRIPTION
 TN0425
 TN0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0425'2.2 MI SW FROM COLUMBIA FALLS.
 TN0425'0.75 MILE SOUTH ALONG VETERAN DRIVE FROM THE JUNCTION OF THE
 TN0425'BURLINGTON NORTHERN RAILROAD AND STATE HIGHWAY 40 IN COLUMBIA FALLS,
 TN0425'THENCE 0.4 MILE WEST ALONG TALBOT DRIVE, THENCE 1.05 MILES SOUTH
 TN0425'ALONG SOUTH HILLTOP ROAD, SET SOUTHWEST OF A TRESTLE BRIDGE NO. 142
 TN0425'AND IN LINE WITH THE TELEGRAPH POLES, 92 FEET SOUTHWEST OF THE
 TN0425'CENTERLINE OF THE ROAD, 40 FEET WEST OF THE WEST RAIL AND 2 FEET
 TN0425'NORTHEAST OF A TELEPHONE POLE.
 TN0425'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 TN0425'THE MARK IS 19 FT BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1310 ***********************************************************************
 SS1310  DESIGNATION -  B 429
 SS1310  PID         -  SS1310
 SS1310  STATE/COUNTY-  MT/PONDERA
 SS1310  USGS QUAD   -  COLLINS (1987)
 SS1310
 SS1310                         *CURRENT SURVEY CONTROL
 SS1310  ___________________________________________________________________
 SS1310* NAD 83(1986)-  47 59 12.     (N)    111 46 37.     (W)     SCALED    
 SS1310* NAVD 88     -      1069.396  (meters)    3508.51   (feet)  ADJUSTED  
 SS1310  ___________________________________________________________________
 SS1310  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 SS1310  DYNAMIC HT  -        1069.379 (meters)    3508.45  (feet)  COMP
 SS1310  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 SS1310
 SS1310  VERT ORDER  -  FIRST     CLASS II
 SS1310
 SS1310.The horizontal coordinates were scaled from a topographic map and have
 SS1310.an estimated accuracy of +/- 6 seconds.
 SS1310
 SS1310.The orthometric height was determined by differential leveling
 SS1310.and adjusted by the National Geodetic Survey in June 1991..
 SS1310
 SS1310.The geoid height was determined by GEOID03.
 SS1310
 SS1310.The dynamic height is computed by dividing the NAVD 88
 SS1310.geopotential number by the normal gravity value computed on the
 SS1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1310.degrees latitude (g = 980.6199 gals.).
 SS1310
 SS1310.The modeled gravity was interpolated from observed gravity values.
 SS1310
 SS1310;                    North         East    Units  Estimated Accuracy
 SS1310;SPC MT       -   417,680.      430,140.      MT  (+/- 180 meters Scaled)
 SS1310
 SS1310                          SUPERSEDED SURVEY CONTROL
 SS1310
 SS1310.No superseded survey control is available for this station.
 SS1310
 SS1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU420151(NAD 83)
 SS1310_MARKER: DB = BENCH MARK DISK
 SS1310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1310_SP_SET: STAINLESS STEEL ROD
 SS1310_STAMPING: B 429 1979
 SS1310_PROJECTION: FLUSH
 SS1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1310_ROD/PIPE-DEPTH: 7.62 meters
 SS1310
 SS1310  HISTORY     - Date     Condition        Report By
 SS1310  HISTORY     - 1979     MONUMENTED       NGS
 SS1310
 SS1310                          STATION DESCRIPTION
 SS1310
 SS1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1310'4.2 MI SOUTH FROM BRADY.
 SS1310'4.2 MILES SOUTH ALONG U.S. INTERSTATE HIGHWAY 15 FROM THE STATE
 SS1310'HIGHWAY 365 OVERPASS IN BRADY, 234 FEET WEST AND ACROSS THE HIGHWAY
 SS1310'FROM MILE MARKER NUMBER 324, 74.5 FEET WEST OF THE CENTERLINE OF THE
 SS1310'SOUTH BOUND LANES OF THE HIGHWAY, 7.0 FEET EAST-SOUTHEAST OF A
 SS1310'POWER POLE, AND 1.2 FEET EAST OF A FENCE.  NOTE=ACCESS IS THROUGH A
 SS1310'4 INCH PLASTIC SCREW PLUG.
 SS1310'THE MARK IS 3 FT  N FROM A WITNESS POST.
 SS1310'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0206 ***********************************************************************
 RV0206  DESIGNATION -  B 43
 RV0206  PID         -  RV0206
 RV0206  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0206  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0206
 RV0206                         *CURRENT SURVEY CONTROL
 RV0206  ___________________________________________________________________
 RV0206* NAD 83(1986)-  46 24 34.     (N)    109 22 35.     (W)     SCALED    
 RV0206* NAVD 88     -      1173.803  (meters)    3851.05   (feet)  ADJUSTED  
 RV0206  ___________________________________________________________________
 RV0206  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 RV0206  DYNAMIC HT  -        1173.598 (meters)    3850.38  (feet)  COMP
 RV0206  MODELED GRAV-     980,398.3   (mgal)                       NAVD 88
 RV0206
 RV0206  VERT ORDER  -  FIRST     CLASS II
 RV0206
 RV0206.The horizontal coordinates were scaled from a topographic map and have
 RV0206.an estimated accuracy of +/- 6 seconds.
 RV0206
 RV0206.The orthometric height was determined by differential leveling
 RV0206.and adjusted by the National Geodetic Survey in June 1991..
 RV0206.WARNING-Repeat measurements at this control monument indicate possible
 RV0206.vertical movement.
 RV0206
 RV0206.The geoid height was determined by GEOID03.
 RV0206
 RV0206.The dynamic height is computed by dividing the NAVD 88
 RV0206.geopotential number by the normal gravity value computed on the
 RV0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0206.degrees latitude (g = 980.6199 gals.).
 RV0206
 RV0206.The modeled gravity was interpolated from observed gravity values.
 RV0206
 RV0206;                    North         East    Units  Estimated Accuracy
 RV0206;SPC MT       -   239,970.      609,500.      MT  (+/- 180 meters Scaled)
 RV0206
 RV0206                          SUPERSEDED SURVEY CONTROL
 RV0206
 RV0206  NGVD 29 (??/??/92) 1172.934  (m)         3848.20   (f) ADJ UNCH    1 2
 RV0206
 RV0206.Superseded values are not recommended for survey control.
 RV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0206.See file dsdata.txt to determine how the superseded data were derived.
 RV0206
 RV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS247408(NAD 83)
 RV0206_MARKER: DB = BENCH MARK DISK
 RV0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0206_STAMPING: B 43 1931
 RV0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0206+STABILITY: SURFACE MOTION
 RV0206
 RV0206  HISTORY     - Date     Condition        Report By
 RV0206  HISTORY     - 1931     MONUMENTED       CGS
 RV0206  HISTORY     - 1962     GOOD             NGS
 RV0206
 RV0206                          STATION DESCRIPTION
 RV0206
 RV0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0206'5.8 MI NW FROM FRANKLIN.
 RV0206'5.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0206'CROSSING AT FRANKLIN, 92 FEET NORTH-NORTHWEST OF MILEPOST 75, 71 FEET
 RV0206'NORTH-NORTHEAST OF THE NEAR RAIL, 1.5 FEET SOUTH-SOUTHWEST OF A FENCE,
 RV0206'1.0 FOOT SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 RV0206'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RV0206'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 6.85 MILES SOUTHEAST ALONG
 RV0206'THE GREAT NORTHERN RAILWAY FROM THE ROAD CROSSING AT HEDGESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1281 ***********************************************************************
 SS1281  DESIGNATION -  B 430
 SS1281  PID         -  SS1281
 SS1281  STATE/COUNTY-  MT/CASCADE
 SS1281  USGS QUAD   -  VAUGHN NE (1994)
 SS1281
 SS1281                         *CURRENT SURVEY CONTROL
 SS1281  ___________________________________________________________________
 SS1281* NAD 83(1986)-  47 37 54.     (N)    111 35 04.     (W)     SCALED    
 SS1281* NAVD 88     -      1145.447  (meters)    3758.02   (feet)  ADJUSTED  
 SS1281  ___________________________________________________________________
 SS1281  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 SS1281  DYNAMIC HT  -        1145.382 (meters)    3757.81  (feet)  COMP
 SS1281  MODELED GRAV-     980,516.2   (mgal)                       NAVD 88
 SS1281
 SS1281  VERT ORDER  -  FIRST     CLASS II
 SS1281
 SS1281.The horizontal coordinates were scaled from a topographic map and have
 SS1281.an estimated accuracy of +/- 6 seconds.
 SS1281
 SS1281.The orthometric height was determined by differential leveling
 SS1281.and adjusted by the National Geodetic Survey in June 1991..
 SS1281
 SS1281.The geoid height was determined by GEOID03.
 SS1281
 SS1281.The dynamic height is computed by dividing the NAVD 88
 SS1281.geopotential number by the normal gravity value computed on the
 SS1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1281.degrees latitude (g = 980.6199 gals.).
 SS1281
 SS1281.The modeled gravity was interpolated from observed gravity values.
 SS1281
 SS1281;                    North         East    Units  Estimated Accuracy
 SS1281;SPC MT       -   377,850.      443,450.      MT  (+/- 180 meters Scaled)
 SS1281
 SS1281                          SUPERSEDED SURVEY CONTROL
 SS1281
 SS1281.No superseded survey control is available for this station.
 SS1281
 SS1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT560755(NAD 83)
 SS1281_MARKER: DB = BENCH MARK DISK
 SS1281_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1281_SP_SET: STAINLESS STEEL ROD
 SS1281_STAMPING: B 430 1979
 SS1281_PROJECTION: FLUSH
 SS1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1281_ROD/PIPE-DEPTH: 0.91 meters
 SS1281
 SS1281  HISTORY     - Date     Condition        Report By
 SS1281  HISTORY     - 1979     MONUMENTED       NGS
 SS1281
 SS1281                          STATION DESCRIPTION
 SS1281
 SS1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1281'5.6 MI NORTH FROM VAUGHN.
 SS1281'5.6 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM U.S. HIGHWAY 89 AND
 SS1281'EXIT 290 OVERPASS LEADING INTO VAUGHN, 76 FEET WEST OF THE
 SS1281'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 51 FEET WEST OF
 SS1281'MILE MARKER NUMBER 296, AND 14.7 FEET EAST OF A FENCE.  NOTE=ROD
 SS1281'COULD NOT BE TURNED WITH PIPE WRENCH OR PULLED UP, REFUSAL WAS REACHED
 SS1281'AT 3 FEET, ROD WAS DROVE 1 FOOT INTO BEDROCK.  ACCESS TO DISK IS
 SS1281'THROUGH A 4 INCH SCREW PLUG.
 SS1281'THE MARK IS 1.3 FT  S FROM A WITNESS POST.
 SS1281'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0413 ***********************************************************************
 TL0413  DESIGNATION -  B 431
 TL0413  PID         -  TL0413
 TL0413  STATE/COUNTY-  MT/TOOLE
 TL0413  USGS QUAD   -  SUNBURST (1986)
 TL0413
 TL0413                         *CURRENT SURVEY CONTROL
 TL0413  ___________________________________________________________________
 TL0413* NAD 83(1986)-  48 59 38.     (N)    111 57 31.     (W)     SCALED    
 TL0413* NAVD 88     -      1067.230  (meters)    3501.40   (feet)  ADJUSTED  
 TL0413  ___________________________________________________________________
 TL0413  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 TL0413  DYNAMIC HT  -        1067.341 (meters)    3501.77  (feet)  COMP
 TL0413  MODELED GRAV-     980,676.5   (mgal)                       NAVD 88
 TL0413
 TL0413  VERT ORDER  -  FIRST     CLASS II
 TL0413
 TL0413.The horizontal coordinates were scaled from a topographic map and have
 TL0413.an estimated accuracy of +/- 6 seconds.
 TL0413
 TL0413.The orthometric height was determined by differential leveling
 TL0413.and adjusted by the National Geodetic Survey in June 1991..
 TL0413
 TL0413.The geoid height was determined by GEOID03.
 TL0413
 TL0413.The dynamic height is computed by dividing the NAVD 88
 TL0413.geopotential number by the normal gravity value computed on the
 TL0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0413.degrees latitude (g = 980.6199 gals.).
 TL0413
 TL0413.The modeled gravity was interpolated from observed gravity values.
 TL0413
 TL0413;                    North         East    Units  Estimated Accuracy
 TL0413;SPC MT       -   530,010.      420,110.      MT  (+/- 180 meters Scaled)
 TL0413
 TL0413                          SUPERSEDED SURVEY CONTROL
 TL0413
 TL0413.No superseded survey control is available for this station.
 TL0413
 TL0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV298272(NAD 83)
 TL0413_MARKER: DB = BENCH MARK DISK
 TL0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0413_SP_SET: STAINLESS STEEL ROD
 TL0413_STAMPING: B 431 1979
 TL0413_PROJECTION: FLUSH
 TL0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0413_ROD/PIPE-DEPTH: 2.44 meters
 TL0413
 TL0413  HISTORY     - Date     Condition        Report By
 TL0413  HISTORY     - 1979     MONUMENTED       NGS
 TL0413
 TL0413                          STATION DESCRIPTION
 TL0413
 TL0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0413'0.3 MI SOUTH FROM SWEETGRASS.
 TL0413'0.3 MILE SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE UNITED STATES-
 TL0413'CANADIAN BORDER IN SWEETGRASS, AT EXIT NUMBER 397, 132 FEET EAST
 TL0413'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 121 FEET
 TL0413'SOUTH OF THE SOUTHEAST CORNER OF AN OVERPASS, 96 FEET EAST-SOUTHEAST
 TL0413'OF THE END OF THE SOUTHEAST GUARD RAIL, 40 FEET SOUTH OF TWO
 TL0413'CONNECTING UTILITY POLES NUMBERED 8660L AND 8660R, AND 3.6 FEET EAST
 TL0413'OF THE SOUTHWEST CORNER OF A RIGHT-OF-WAY FENCE. ACCESS TO THE
 TL0413'DISK IS THROUGH A 4 INCH SCREW PLUG.
 TL0413'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0377 ***********************************************************************
 TL0377  DESIGNATION -  B 432
 TL0377  PID         -  TL0377
 TL0377  STATE/COUNTY-  MT/TOOLE
 TL0377  USGS QUAD   -  OILMONT (1986)
 TL0377
 TL0377                         *CURRENT SURVEY CONTROL
 TL0377  ___________________________________________________________________
 TL0377* NAD 83(1986)-  48 41 42.     (N)    111 51 39.     (W)     SCALED    
 TL0377* NAVD 88     -      1039.627  (meters)    3410.84   (feet)  ADJUSTED  
 TL0377  ___________________________________________________________________
 TL0377  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 TL0377  DYNAMIC HT  -        1039.715 (meters)    3411.13  (feet)  COMP
 TL0377  MODELED GRAV-     980,659.2   (mgal)                       NAVD 88
 TL0377
 TL0377  VERT ORDER  -  FIRST     CLASS II
 TL0377
 TL0377.The horizontal coordinates were scaled from a topographic map and have
 TL0377.an estimated accuracy of +/- 6 seconds.
 TL0377
 TL0377.The orthometric height was determined by differential leveling
 TL0377.and adjusted by the National Geodetic Survey in June 1991..
 TL0377
 TL0377.The geoid height was determined by GEOID03.
 TL0377
 TL0377.The dynamic height is computed by dividing the NAVD 88
 TL0377.geopotential number by the normal gravity value computed on the
 TL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0377.degrees latitude (g = 980.6199 gals.).
 TL0377
 TL0377.The modeled gravity was interpolated from observed gravity values.
 TL0377
 TL0377;                    North         East    Units  Estimated Accuracy
 TL0377;SPC MT       -   496,570.      426,260.      MT  (+/- 180 meters Scaled)
 TL0377
 TL0377                          SUPERSEDED SURVEY CONTROL
 TL0377
 TL0377.No superseded survey control is available for this station.
 TL0377
 TL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU366939(NAD 83)
 TL0377_MARKER: DB = BENCH MARK DISK
 TL0377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0377_SP_SET: STAINLESS STEEL ROD
 TL0377_STAMPING: B 432 1979
 TL0377_PROJECTION: FLUSH
 TL0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0377_ROD/PIPE-DEPTH: 4.88 meters
 TL0377
 TL0377  HISTORY     - Date     Condition        Report By
 TL0377  HISTORY     - 1979     MONUMENTED       NGS
 TL0377
 TL0377                          STATION DESCRIPTION
 TL0377
 TL0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0377'12.6 MI NORTH FROM SHELBY.
 TL0377'12.6 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE JUNCTION OF
 TL0377'U. S. HIGHWAY 2 IN SHELBY, 0.2 MILE NORTH OF MILE MARKER 376, 0.1
 TL0377'MILE NORTH OF A DIRT ROAD LEADING EAST, 99 FEET WEST OF THE CENTER
 TL0377'OF THE HIGHWAY, 4.2 FEET EAST OF A UTILITY POLE AND 1.5 FEET EAST
 TL0377'OF A RIGHT-OF-WAY FENCE.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 TL0377'SCREW PLUG.
 TL0377'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TL0377'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0336 ***********************************************************************
 TL0336  DESIGNATION -  B 433
 TL0336  PID         -  TL0336
 TL0336  STATE/COUNTY-  MT/PONDERA
 TL0336  USGS QUAD   -  LEDGER NW (1967)
 TL0336
 TL0336                         *CURRENT SURVEY CONTROL
 TL0336  ___________________________________________________________________
 TL0336* NAD 83(1986)-  48 22 38.     (N)    111 56 07.     (W)     SCALED    
 TL0336* NAVD 88     -      1069.738  (meters)    3509.63   (feet)  ADJUSTED  
 TL0336  ___________________________________________________________________
 TL0336  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 TL0336  DYNAMIC HT  -        1069.778 (meters)    3509.76  (feet)  COMP
 TL0336  MODELED GRAV-     980,610.6   (mgal)                       NAVD 88
 TL0336  OBS GRAVITY -     980,609.3   (mgal)                       GRAV_OBS
 TL0336
 TL0336  VERT ORDER  -  FIRST     CLASS II
 TL0336
 TL0336.The horizontal coordinates were scaled from a topographic map and have
 TL0336.an estimated accuracy of +/- 6 seconds.
 TL0336
 TL0336.The orthometric height was determined by differential leveling
 TL0336.and adjusted by the National Geodetic Survey in June 1991..
 TL0336
 TL0336.The geoid height was determined by GEOID03.
 TL0336
 TL0336.The dynamic height is computed by dividing the NAVD 88
 TL0336.geopotential number by the normal gravity value computed on the
 TL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0336.degrees latitude (g = 980.6199 gals.).
 TL0336
 TL0336.The modeled gravity was interpolated from observed gravity values.
 TL0336.The observed gravity was obtained from relative gravimeter ties
 TL0336.to the IGSN71 gravity network.
 TL0336
 TL0336;                    North         East    Units  Estimated Accuracy
 TL0336;SPC MT       -   461,430.      419,680.      MT  (+/- 180 meters Scaled)
 TL0336
 TL0336                          SUPERSEDED SURVEY CONTROL
 TL0336
 TL0336.No superseded survey control is available for this station.
 TL0336
 TL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU307586(NAD 83)
 TL0336_MARKER: DB = BENCH MARK DISK
 TL0336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0336_SP_SET: STAINLESS STEEL ROD
 TL0336_STAMPING: B 433 1978
 TL0336_PROJECTION: FLUSH
 TL0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0336_ROD/PIPE-DEPTH: 7.32 meters
 TL0336
 TL0336  HISTORY     - Date     Condition        Report By
 TL0336  HISTORY     - 1978     MONUMENTED       NGS
 TL0336
 TL0336                          STATION DESCRIPTION
 TL0336
 TL0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0336'10.3 MI SOUTH FROM SHELBY.
 TL0336'10.3 MILES SOUTH ALONG INTERSTATE 15 FROM THE OVERPASS AT HIGHWAY 2
 TL0336'IN SHELBY, 0.1 MILE NORTH OF MILE POST 353, AT MONTANA STATE HIGHWAY
 TL0336'MARKER 1000, 98.4 FEET WEST OF THE CENTERLINE OF INTERSTATE 15 SOUTH
 TL0336'BOUND, 2.3 FEET SOUTH OF THE HIGHWAY MARKER, AND 1 FOOT EAST OF THE
 TL0336'WEST RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS
 TL0336'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0336'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0336'THE MARK IS 4 FT ABOVE INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0447 ***********************************************************************
 TL0447  DESIGNATION -  B 434
 TL0447  PID         -  TL0447
 TL0447  STATE/COUNTY-  MT/TOOLE
 TL0447  USGS QUAD   -  DEVON (1970)
 TL0447
 TL0447                         *CURRENT SURVEY CONTROL
 TL0447  ___________________________________________________________________
 TL0447* NAD 83(1986)-  48 27 42.     (N)    111 25 37.     (W)     SCALED    
 TL0447* NAVD 88     -       939.461  (meters)    3082.22   (feet)  ADJUSTED  
 TL0447  ___________________________________________________________________
 TL0447  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 TL0447  DYNAMIC HT  -         939.541 (meters)    3082.48  (feet)  COMP
 TL0447  MODELED GRAV-     980,663.5   (mgal)                       NAVD 88
 TL0447  OBS GRAVITY -     980,663.6   (mgal)                       GRAV_OBS
 TL0447
 TL0447  VERT ORDER  -  FIRST     CLASS II
 TL0447
 TL0447.The horizontal coordinates were scaled from a topographic map and have
 TL0447.an estimated accuracy of +/- 6 seconds.
 TL0447
 TL0447.The orthometric height was determined by differential leveling
 TL0447.and adjusted by the National Geodetic Survey in June 1991..
 TL0447
 TL0447.The geoid height was determined by GEOID03.
 TL0447
 TL0447.The dynamic height is computed by dividing the NAVD 88
 TL0447.geopotential number by the normal gravity value computed on the
 TL0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0447.degrees latitude (g = 980.6199 gals.).
 TL0447
 TL0447.The modeled gravity was interpolated from observed gravity values.
 TL0447.The observed gravity was obtained from relative gravimeter ties
 TL0447.to the IGSN71 gravity network.
 TL0447
 TL0447;                    North         East    Units  Estimated Accuracy
 TL0447;SPC MT       -   469,760.      457,540.      MT  (+/- 180 meters Scaled)
 TL0447
 TL0447                          SUPERSEDED SURVEY CONTROL
 TL0447
 TL0447.No superseded survey control is available for this station.
 TL0447
 TL0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU684677(NAD 83)
 TL0447_MARKER: DB = BENCH MARK DISK
 TL0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0447_SP_SET: STAINLESS STEEL ROD
 TL0447_STAMPING: B 434 1979
 TL0447_PROJECTION: FLUSH
 TL0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0447_ROD/PIPE-DEPTH: 7.01 meters
 TL0447
 TL0447  HISTORY     - Date     Condition        Report By
 TL0447  HISTORY     - 1979     MONUMENTED       NGS
 TL0447
 TL0447                          STATION DESCRIPTION
 TL0447
 TL0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0447'21.8 MI WEST FROM CHESTER.
 TL0447'21.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0447'IN CHESTER, ALSO 0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE
 TL0447'IN SHELBY, AND THENCE 21.7 MILES EAST ALONG MAIN STREET AND U.S.
 TL0447'HIGHWAY 2, 2.3 MILES EAST OF A ROAD LEADING NORTH TO DEVON, 0.05
 TL0447'MILE NORTHEAST OF MILE MARKER NUMBER 300, 300 FEET NORTHWEST OF
 TL0447'THE NORTHWEST CORNER OF THE HIGHWAY BRIDGE OVER WILLOW CREEK,
 TL0447'69 FEET NORTH OF THE NORTH BANK OF WILLOW CREEK, 15 FEET NORTHEAST
 TL0447'OF THE CENTER OF A ROAD LEADING NORTH AND SOUTHEAST AND 4.3 FEET
 TL0447'EAST OF A FENCE CORNER.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 TL0447'SCREW PLUG.
 TL0447'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB6167 ***********************************************************************
 AB6167  DESIGNATION -  B 435 RESET
 AB6167  PID         -  AB6167
 AB6167  STATE/COUNTY-  MT/CASCADE
 AB6167  USGS QUAD   -  HARDY (1961)
 AB6167
 AB6167                         *CURRENT SURVEY CONTROL
 AB6167  ___________________________________________________________________
 AB6167* NAD 83(1986)-  47 11 58.     (N)    111 47 19.     (W)     SCALED    
 AB6167* NAVD 88     -      1056.03   (meters)    3464.7    (feet)  RESET     
 AB6167  ___________________________________________________________________
 AB6167  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 AB6167
 AB6167  VERT ORDER  -  THIRD
 AB6167
 AB6167.The horizontal coordinates were scaled from a topographic map and have
 AB6167.an estimated accuracy of +/- 6 seconds.
 AB6167
 AB6167.The orthometric height was computed from unverified reset data.
 AB6167.No vertical observational check was made to the station.
 AB6167
 AB6167.The geoid height was determined by GEOID03.
 AB6167
 AB6167;                    North         East    Units  Estimated Accuracy
 AB6167;SPC MT       -   330,270.      426,720.      MT  (+/- 180 meters Scaled)
 AB6167
 AB6167                          SUPERSEDED SURVEY CONTROL
 AB6167
 AB6167.No superseded survey control is available for this station.
 AB6167
 AB6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT402276(NAD 83)
 AB6167_MARKER: DV = VERTICAL CONTROL DISK
 AB6167_SETTING: 66 = SET IN ROCK OUTCROP
 AB6167_STAMPING: B 435 RESET 1996
 AB6167_MARK LOGO: NGS   
 AB6167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6167+STABILITY: POSITION/ELEVATION WELL
 AB6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6167+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB6167
 AB6167  HISTORY     - Date     Condition        Report By
 AB6167  HISTORY     - 1996     MONUMENTED       NGS
 AB6167
 AB6167                          STATION DESCRIPTION
 AB6167
 AB6167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 AB6167'4.0 MI (6.4 KM) SOUTH ALONG INTERSTATE HIGHWAY 15 FROM EXIT 254 IN
 AB6167'CASCADE, TO MILEPOST 250, CONTINUE SOUTH FOR 0.85 MI (1.37 KM) TO THE
 AB6167'MARK ON THE RIGHT AT THE WEST SIDE OF THE RIGHT OF WAY, 0.15 MI (0.24
 AB6167'KM) NORTH OF MILEPOST 249, 160 FT (48.8 M) WEST OF THE CENTER OF THE
 AB6167'SOUTH BOUND LANE, 3.6 FT (1.1 M) EAST OF THE WITNESS POST SET IN A
 AB6167'FENCE LINE AND 2.4 FT (0.7 M) NORTH OF ANOTHER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0469 ***********************************************************************
 ST0469  DESIGNATION -  B 436
 ST0469  PID         -  ST0469
 ST0469  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0469  USGS QUAD   -  WOLF CREEK (1979)
 ST0469
 ST0469                         *CURRENT SURVEY CONTROL
 ST0469  ___________________________________________________________________
 ST0469* NAD 83(1986)-  47 01 52.     (N)    112 01 00.     (W)     SCALED    
 ST0469* NAVD 88     -      1096.096  (meters)    3596.11   (feet)  ADJUSTED  
 ST0469  ___________________________________________________________________
 ST0469  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 ST0469  DYNAMIC HT  -        1095.960 (meters)    3595.66  (feet)  COMP
 ST0469  MODELED GRAV-     980,451.6   (mgal)                       NAVD 88
 ST0469
 ST0469  VERT ORDER  -  FIRST     CLASS II
 ST0469
 ST0469.The horizontal coordinates were scaled from a topographic map and have
 ST0469.an estimated accuracy of +/- 6 seconds.
 ST0469
 ST0469.The orthometric height was determined by differential leveling
 ST0469.and adjusted by the National Geodetic Survey in June 1991..
 ST0469
 ST0469.The geoid height was determined by GEOID03.
 ST0469
 ST0469.The dynamic height is computed by dividing the NAVD 88
 ST0469.geopotential number by the normal gravity value computed on the
 ST0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0469.degrees latitude (g = 980.6199 gals.).
 ST0469
 ST0469.The modeled gravity was interpolated from observed gravity values.
 ST0469
 ST0469;                    North         East    Units  Estimated Accuracy
 ST0469;SPC MT       -   312,110.      408,850.      MT  (+/- 180 meters Scaled)
 ST0469
 ST0469                          SUPERSEDED SURVEY CONTROL
 ST0469
 ST0469.No superseded survey control is available for this station.
 ST0469
 ST0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT227091(NAD 83)
 ST0469_MARKER: DB = BENCH MARK DISK
 ST0469_SETTING: 66 = SET IN ROCK OUTCROP
 ST0469_SP_SET: ROCK OUTCROP
 ST0469_STAMPING: B 436 1979
 ST0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0469+STABILITY: POSITION/ELEVATION WELL
 ST0469
 ST0469  HISTORY     - Date     Condition        Report By
 ST0469  HISTORY     - 1979     MONUMENTED       NGS
 ST0469
 ST0469                          STATION DESCRIPTION
 ST0469
 ST0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ST0469'3.6 MI NE FROM WOLF CREEK.
 ST0469'3.7 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 234 OVERPASS
 ST0469'IN CRAIG, ALSO, 3.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM
 ST0469'STATE HIGHWAY 434 AND EXIT 226 OVERPASS IN WOLF CREEK, 52 FEET WEST
 ST0469'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 43 FEET
 ST0469'NORTHEAST OF THE SOUTHWEST END OF A ROCK CUT, AND 29.9 FEET WEST OF
 ST0469'A GUARD RAIL.
 ST0469'THE MARK IS 2 FT  W FROM A WITNESS POST.
 ST0469'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0807 ***********************************************************************
 RX0807  DESIGNATION -  B 437
 RX0807  PID         -  RX0807
 RX0807  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0807  USGS QUAD   -  AUSTIN (1985)
 RX0807
 RX0807                         *CURRENT SURVEY CONTROL
 RX0807  ___________________________________________________________________
 RX0807* NAD 83(1986)-  46 43 22.     (N)    112 08 21.     (W)     SCALED    
 RX0807* NAVD 88     -      1269.027  (meters)    4163.47   (feet)  ADJUSTED  
 RX0807  ___________________________________________________________________
 RX0807  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0807  DYNAMIC HT  -        1268.752 (meters)    4162.56  (feet)  COMP
 RX0807  MODELED GRAV-     980,353.8   (mgal)                       NAVD 88
 RX0807
 RX0807  VERT ORDER  -  FIRST     CLASS II
 RX0807
 RX0807.The horizontal coordinates were scaled from a topographic map and have
 RX0807.an estimated accuracy of +/- 6 seconds.
 RX0807
 RX0807.The orthometric height was determined by differential leveling
 RX0807.and adjusted by the National Geodetic Survey in June 1991..
 RX0807
 RX0807.The geoid height was determined by GEOID03.
 RX0807
 RX0807.The dynamic height is computed by dividing the NAVD 88
 RX0807.geopotential number by the normal gravity value computed on the
 RX0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0807.degrees latitude (g = 980.6199 gals.).
 RX0807
 RX0807.The modeled gravity was interpolated from observed gravity values.
 RX0807
 RX0807;                    North         East    Units  Estimated Accuracy
 RX0807;SPC MT       -   278,170.      398,400.      MT  (+/- 180 meters Scaled)
 RX0807
 RX0807                          SUPERSEDED SURVEY CONTROL
 RX0807
 RX0807.No superseded survey control is available for this station.
 RX0807
 RX0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS129749(NAD 83)
 RX0807_MARKER: DB = BENCH MARK DISK
 RX0807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0807_SP_SET: STAINLESS STEEL ROD
 RX0807_STAMPING: B 437 1979
 RX0807_PROJECTION: FLUSH
 RX0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0807_ROD/PIPE-DEPTH: 7.62 meters
 RX0807
 RX0807  HISTORY     - Date     Condition        Report By
 RX0807  HISTORY     - 1979     MONUMENTED       NGS
 RX0807
 RX0807                          STATION DESCRIPTION
 RX0807
 RX0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0807'13.4 MI SW FROM HELENA.
 RX0807'7.6 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0807'CROSSING OF BENTON AVENUE IN HELENA, THENCE 0.3 MILE EAST ON A GRAVEL
 RX0807'ROAD TO THE INTERSECTION OF JOHN G. MINES ROAD AND GREEN MEADOW DRIVE,
 RX0807'THENCE 1.1 MILES NORTH ON GREEN MEADOW DRIVE TO LINCOLN DRIVE, AND
 RX0807'THENCE 4.45 MILES NORTHWEST ON LINCOLN DRIVE, 51.4 FEET EAST OF THE
 RX0807'CENTER OF A GRAVEL ROAD LEADING WEST, AND 40.7 FEET WEST OF THE
 RX0807'CENTERLINE OF THE ROAD.  NOTE=ACCESS TO DISK IS THROUGH A 4 INCH
 RX0807'SCREW PLUG.
 RX0807'THE MARK IS 1.3 FT  NW FROM A WITNESS POST.
 RX0807'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0452 ***********************************************************************
 TJ0452  DESIGNATION -  B 438
 TJ0452  PID         -  TJ0452
 TJ0452  STATE/COUNTY-  MT/PHILLIPS
 TJ0452  USGS QUAD   -  MORGAN (1984)
 TJ0452
 TJ0452                         *CURRENT SURVEY CONTROL
 TJ0452  ___________________________________________________________________
 TJ0452* NAD 83(1986)-  48 58 21.     (N)    107 49 04.     (W)     SCALED    
 TJ0452* NAVD 88     -       842.899  (meters)    2765.41   (feet)  ADJUSTED  
 TJ0452  ___________________________________________________________________
 TJ0452  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TJ0452  DYNAMIC HT  -         843.023 (meters)    2765.82  (feet)  COMP
 TJ0452  MODELED GRAV-     980,729.0   (mgal)                       NAVD 88
 TJ0452
 TJ0452  VERT ORDER  -  FIRST     CLASS II
 TJ0452
 TJ0452.The horizontal coordinates were scaled from a topographic map and have
 TJ0452.an estimated accuracy of +/- 6 seconds.
 TJ0452
 TJ0452.The orthometric height was determined by differential leveling
 TJ0452.and adjusted by the National Geodetic Survey in June 1991..
 TJ0452
 TJ0452.The geoid height was determined by GEOID03.
 TJ0452
 TJ0452.The dynamic height is computed by dividing the NAVD 88
 TJ0452.geopotential number by the normal gravity value computed on the
 TJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0452.degrees latitude (g = 980.6199 gals.).
 TJ0452
 TJ0452.The modeled gravity was interpolated from observed gravity values.
 TJ0452
 TJ0452;                    North         East    Units  Estimated Accuracy
 TJ0452;SPC MT       -   526,130.      723,150.      MT  (+/- 180 meters Scaled)
 TJ0452
 TJ0452                          SUPERSEDED SURVEY CONTROL
 TJ0452
 TJ0452.No superseded survey control is available for this station.
 TJ0452
 TJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ937282(NAD 83)
 TJ0452_MARKER: DB = BENCH MARK DISK
 TJ0452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0452_SP_SET: STAINLESS STEEL ROD
 TJ0452_STAMPING: B 438 1979
 TJ0452_PROJECTION: FLUSH
 TJ0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0452_ROD/PIPE-DEPTH: 3.96 meters
 TJ0452
 TJ0452  HISTORY     - Date     Condition        Report By
 TJ0452  HISTORY     - 1979     MONUMENTED       NGS
 TJ0452
 TJ0452                          STATION DESCRIPTION
 TJ0452
 TJ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0452'2.0 MI SOUTH FROM PORT OF MORGAN.
 TJ0452'2.0 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE U.S.-CANADIAN BORDER
 TJ0452'IN PORT OF MORGAN, 0.05 MILE NORTH OF A TRACK ROAD LEADING EAST, AT
 TJ0452'MILE POLE 51, 99 FEET EAST OF THE CENTER OF THE ROAD, 78 FEET EAST
 TJ0452'OF MILE POST 51, AND 1 FOOT WEST OF A FENCE.  NOTE=ACCESS TO THE
 TJ0452'DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0452'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 TJ0452'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0441 ***********************************************************************
 TJ0441  DESIGNATION -  B 439
 TJ0441  PID         -  TJ0441
 TJ0441  STATE/COUNTY-  MT/PHILLIPS
 TJ0441  USGS QUAD   -  LORING (1984)
 TJ0441
 TJ0441                         *CURRENT SURVEY CONTROL
 TJ0441  ___________________________________________________________________
 TJ0441* NAD 83(1986)-  48 49 19.     (N)    107 51 13.     (W)     SCALED    
 TJ0441* NAVD 88     -       858.040  (meters)    2815.09   (feet)  ADJUSTED  
 TJ0441  ___________________________________________________________________
 TJ0441  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TJ0441  DYNAMIC HT  -         858.161 (meters)    2815.48  (feet)  COMP
 TJ0441  MODELED GRAV-     980,721.8   (mgal)                       NAVD 88
 TJ0441
 TJ0441  VERT ORDER  -  FIRST     CLASS II
 TJ0441
 TJ0441.The horizontal coordinates were scaled from a topographic map and have
 TJ0441.an estimated accuracy of +/- 6 seconds.
 TJ0441
 TJ0441.The orthometric height was determined by differential leveling
 TJ0441.and adjusted by the National Geodetic Survey in June 1991..
 TJ0441
 TJ0441.The geoid height was determined by GEOID03.
 TJ0441
 TJ0441.The dynamic height is computed by dividing the NAVD 88
 TJ0441.geopotential number by the normal gravity value computed on the
 TJ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0441.degrees latitude (g = 980.6199 gals.).
 TJ0441
 TJ0441.The modeled gravity was interpolated from observed gravity values.
 TJ0441
 TJ0441;                    North         East    Units  Estimated Accuracy
 TJ0441;SPC MT       -   509,340.      720,880.      MT  (+/- 180 meters Scaled)
 TJ0441
 TJ0441                          SUPERSEDED SURVEY CONTROL
 TJ0441
 TJ0441.No superseded survey control is available for this station.
 TJ0441
 TJ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ905115(NAD 83)
 TJ0441_MARKER: I = METAL ROD
 TJ0441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TJ0441_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TJ0441_STAMPING: B 439 1979
 TJ0441_PROJECTION: FLUSH
 TJ0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0441+STABILITY: POSITION/ELEVATION WELL
 TJ0441_ROD/PIPE-DEPTH: 13.7 meters
 TJ0441_SLEEVE-DEPTH  : 12.2 meters
 TJ0441
 TJ0441  HISTORY     - Date     Condition        Report By
 TJ0441  HISTORY     - 1979     MONUMENTED       NGS
 TJ0441
 TJ0441                          STATION DESCRIPTION
 TJ0441
 TJ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0441'2.5 MI NORTH FROM LORING.
 TJ0441'2.5 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE POST OFFICE IN
 TJ0441'LORING, 199 FEET WEST OF MILE MARKER 40,
 TJ0441'174 FEET WEST OF THE CENTER OF THE HIGHWAY, 127 FEET NORTHEAST OF
 TJ0441'THE CENTER OF A GRAVELED ROAD LEADING NORTHWEST, AND 5 FEET SOUTH
 TJ0441'OF A FENCE.  NOTE=THIS IS A QUALITY A MARK.  NOTE=ACCESS TO THE
 TJ0441'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0441'CAP.
 TJ0441'THE MARK IS 3.7 FT  S FROM A WITNESS POST.
 TJ0441'THE MARK IS 4 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0086 ***********************************************************************
 RV0086  DESIGNATION -  B 44
 RV0086  PID         -  RV0086
 RV0086  STATE/COUNTY-  MT/YELLOWSTONE
 RV0086  USGS QUAD   -  BROADVIEW EAST (1979)
 RV0086
 RV0086                         *CURRENT SURVEY CONTROL
 RV0086  ___________________________________________________________________
 RV0086* NAD 83(1986)-  46 00 32.     (N)    108 47 22.     (W)     SCALED    
 RV0086* NAVD 88     -      1142.806  (meters)    3749.36   (feet)  ADJUSTED  
 RV0086  ___________________________________________________________________
 RV0086  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 RV0086  DYNAMIC HT  -        1142.567 (meters)    3748.57  (feet)  COMP
 RV0086  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 RV0086
 RV0086  VERT ORDER  -  FIRST     CLASS II
 RV0086
 RV0086.The horizontal coordinates were scaled from a topographic map and have
 RV0086.an estimated accuracy of +/- 6 seconds.
 RV0086
 RV0086.The orthometric height was determined by differential leveling
 RV0086.and adjusted by the National Geodetic Survey in June 1991..
 RV0086
 RV0086.The geoid height was determined by GEOID03.
 RV0086
 RV0086.The dynamic height is computed by dividing the NAVD 88
 RV0086.geopotential number by the normal gravity value computed on the
 RV0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0086.degrees latitude (g = 980.6199 gals.).
 RV0086
 RV0086.The modeled gravity was interpolated from observed gravity values.
 RV0086
 RV0086;                    North         East    Units  Estimated Accuracy
 RV0086;SPC MT       -   195,720.      655,010.      MT  (+/- 180 meters Scaled)
 RV0086
 RV0086                          SUPERSEDED SURVEY CONTROL
 RV0086
 RV0086  NGVD 29 (??/??/92) 1141.974  (m)         3746.63   (f) ADJ UNCH    1 2
 RV0086
 RV0086.Superseded values are not recommended for survey control.
 RV0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0086.See file dsdata.txt to determine how the superseded data were derived.
 RV0086
 RV0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR711974(NAD 83)
 RV0086_MARKER: DB = BENCH MARK DISK
 RV0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0086_STAMPING: B 44 1931
 RV0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0086+STABILITY: SURFACE MOTION
 RV0086
 RV0086  HISTORY     - Date     Condition        Report By
 RV0086  HISTORY     - 1931     MONUMENTED       CGS
 RV0086  HISTORY     - 1962     GOOD             NGS
 RV0086
 RV0086                          STATION DESCRIPTION
 RV0086
 RV0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0086'1.15 MI NW FROM COMANCHE.
 RV0086'1.15 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE GRAIN
 RV0086'ELEVATOR AT COMANCHE, 245 FEET WEST-NORTHWEST OF AND ACROSS THE TRACK
 RV0086'FROM MILEPOST 29, 88 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 40 FEET
 RV0086'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 9.5 FEET NORTHEAST OF A
 RV0086'FENCE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 4 FEET LOWER THEN THE
 RV0086'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 RV0086'THE GROUND.  NOTE-- TWO OF THE CORNERS OF THIS POST HAS BEEN CHIPPED
 RV0086'BUT IT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0824 ***********************************************************************
 RX0824  DESIGNATION -  B 440
 RX0824  PID         -  RX0824
 RX0824  STATE/COUNTY-  MT/JEFFERSON
 RX0824  USGS QUAD   -  WICKES (1996)
 RX0824
 RX0824                         *CURRENT SURVEY CONTROL
 RX0824  ___________________________________________________________________
 RX0824* NAD 83(1986)-  46 19 59.     (N)    112 03 15.     (W)     SCALED    
 RX0824* NAVD 88     -      1620.929  (meters)    5318.00   (feet)  ADJUSTED  
 RX0824  ___________________________________________________________________
 RX0824  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 RX0824  DYNAMIC HT  -        1620.378 (meters)    5316.19  (feet)  COMP
 RX0824  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 RX0824
 RX0824  VERT ORDER  -  FIRST     CLASS II
 RX0824
 RX0824.The horizontal coordinates were scaled from a topographic map and have
 RX0824.an estimated accuracy of +/- 6 seconds.
 RX0824
 RX0824.The orthometric height was determined by differential leveling
 RX0824.and adjusted by the National Geodetic Survey in June 1991..
 RX0824
 RX0824.The geoid height was determined by GEOID03.
 RX0824
 RX0824.The dynamic height is computed by dividing the NAVD 88
 RX0824.geopotential number by the normal gravity value computed on the
 RX0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0824.degrees latitude (g = 980.6199 gals.).
 RX0824
 RX0824.The modeled gravity was interpolated from observed gravity values.
 RX0824
 RX0824;                    North         East    Units  Estimated Accuracy
 RX0824;SPC MT       -   234,690.      403,480.      MT  (+/- 180 meters Scaled)
 RX0824
 RX0824                          SUPERSEDED SURVEY CONTROL
 RX0824
 RX0824.No superseded survey control is available for this station.
 RX0824
 RX0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS188315(NAD 83)
 RX0824_MARKER: DB = BENCH MARK DISK
 RX0824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0824_SP_SET: STAINLESS STEEL ROD
 RX0824_STAMPING: B 440 1979
 RX0824_PROJECTION: FLUSH
 RX0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0824_ROD/PIPE-DEPTH: 4.57 meters
 RX0824
 RX0824  HISTORY     - Date     Condition        Report By
 RX0824  HISTORY     - 1979     MONUMENTED       NGS
 RX0824
 RX0824                          STATION DESCRIPTION
 RX0824
 RX0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0824'4.0 MI SW FROM JEFFERSON CITY.
 RX0824'4.0 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 176 OVERPASS
 RX0824'IN JEFFERSON CITY, 52.4 FEET SOUTH OF  MILE MARKER NUMBER 172, 26.1
 RX0824'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 RX0824'12.9 FEET NORTHEAST OF A 4X4 INCH BY 2 FOOT HIGH CONCRETE STATE
 RX0824'HIGHWAY STATION MARK NUMBER 490, AND 1.7 FEET WEST OF A GUARD RAIL.
 RX0824'NOTE=REFUSAL WAS REACHED AT 15 FEET.
 RX0824'THE MARK IS 2.3 FT  S FROM A WITNESS POST.
 RX0824'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0388 ***********************************************************************
 TK0388  DESIGNATION -  B 441
 TK0388  PID         -  TK0388
 TK0388  STATE/COUNTY-  MT/PHILLIPS
 TK0388  USGS QUAD   -  WAGNER (1965)
 TK0388
 TK0388                         *CURRENT SURVEY CONTROL
 TK0388  ___________________________________________________________________
 TK0388* NAD 83(1986)-  48 21 59.     (N)    108 00 50.     (W)     SCALED    
 TK0388* NAVD 88     -       704.107  (meters)    2310.06   (feet)  ADJUSTED  
 TK0388  ___________________________________________________________________
 TK0388  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 TK0388  DYNAMIC HT  -         704.182 (meters)    2310.30  (feet)  COMP
 TK0388  MODELED GRAV-     980,693.4   (mgal)                       NAVD 88
 TK0388
 TK0388  VERT ORDER  -  FIRST     CLASS II
 TK0388
 TK0388.The horizontal coordinates were scaled from a topographic map and have
 TK0388.an estimated accuracy of +/- 6 seconds.
 TK0388
 TK0388.The orthometric height was determined by differential leveling
 TK0388.and adjusted by the National Geodetic Survey in June 1991..
 TK0388
 TK0388.The geoid height was determined by GEOID03.
 TK0388
 TK0388.The dynamic height is computed by dividing the NAVD 88
 TK0388.geopotential number by the normal gravity value computed on the
 TK0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0388.degrees latitude (g = 980.6199 gals.).
 TK0388
 TK0388.The modeled gravity was interpolated from observed gravity values.
 TK0388
 TK0388;                    North         East    Units  Estimated Accuracy
 TK0388;SPC MT       -   458,460.      710,070.      MT  (+/- 180 meters Scaled)
 TK0388
 TK0388                          SUPERSEDED SURVEY CONTROL
 TK0388
 TK0388.No superseded survey control is available for this station.
 TK0388
 TK0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU211613(NAD 83)
 TK0388_MARKER: DB = BENCH MARK DISK
 TK0388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0388_SP_SET: STAINLESS STEEL ROD
 TK0388_STAMPING: B 441 1979
 TK0388_PROJECTION: FLUSH
 TK0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0388_ROD/PIPE-DEPTH: 7.62 meters
 TK0388
 TK0388  HISTORY     - Date     Condition        Report By
 TK0388  HISTORY     - 1979     MONUMENTED       NGS
 TK0388
 TK0388                          STATION DESCRIPTION
 TK0388
 TK0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0388'6.4 MI WEST FROM MALTA.
 TK0388'3.0 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S. HIGHWAY
 TK0388'191 IN MALTA, THENCE 1.2 MILES WEST ALONG A GRAVELED ROAD PARALLELING
 TK0388'THE BURLINGTON NORTHERN RAILROAD TRACK, AND THENCE 2.25 MILES WEST
 TK0388'ALONG A DIRT ROAD PARALLELING THE RAILROAD TRACK, 0.1 MILE NORTH OF
 TK0388'THE RAILROAD TRACK, 0.1 MILE EAST OF A DRIVEWAY LEADING SOUTH, ON
 TK0388'THE HIGHEST PART OF A SMALL HILL, 25 FEET SOUTH OF THE CENTER OF THE
 TK0388'ROAD, 3 FEET NORTH OF A WIRE FENCE.  NOTE=ACCESS TO THE DISK IS
 TK0388'THROUGH A 4-INCH SCREW PLUG.
 TK0388'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 TK0388'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0443 ***********************************************************************
 TN0443  DESIGNATION -  B 442
 TN0443  PID         -  TN0443
 TN0443  STATE/COUNTY-  MT/FLATHEAD
 TN0443  USGS QUAD   -  KALISPELL (1994)
 TN0443
 TN0443                         *CURRENT SURVEY CONTROL
 TN0443  ___________________________________________________________________
 TN0443* NAD 83(1986)-  48 08 45.     (N)    114 18 32.     (W)     SCALED    
 TN0443* NAVD 88     -       910.316  (meters)    2986.60   (feet)  ADJUSTED  
 TN0443  ___________________________________________________________________
 TN0443  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TN0443  DYNAMIC HT  -         910.305 (meters)    2986.56  (feet)  COMP
 TN0443  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 TN0443
 TN0443  VERT ORDER  -  FIRST     CLASS II
 TN0443
 TN0443.The horizontal coordinates were scaled from a topographic map and have
 TN0443.an estimated accuracy of +/- 6 seconds.
 TN0443
 TN0443.The orthometric height was determined by differential leveling
 TN0443.and adjusted by the National Geodetic Survey in June 1991..
 TN0443
 TN0443.The geoid height was determined by GEOID03.
 TN0443
 TN0443.The dynamic height is computed by dividing the NAVD 88
 TN0443.geopotential number by the normal gravity value computed on the
 TN0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0443.degrees latitude (g = 980.6199 gals.).
 TN0443
 TN0443.The modeled gravity was interpolated from observed gravity values.
 TN0443
 TN0443;                    North         East    Units  Estimated Accuracy
 TN0443;SPC MT       -   443,880.      242,520.      MT  (+/- 180 meters Scaled)
 TN0443
 TN0443                          SUPERSEDED SURVEY CONTROL
 TN0443
 TN0443.No superseded survey control is available for this station.
 TN0443
 TN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP001360(NAD 83)
 TN0443_MARKER: DB = BENCH MARK DISK
 TN0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0443_SP_SET: STAINLESS STEEL ROD
 TN0443_STAMPING: B 442 1979
 TN0443_PROJECTION: PROJECTING 8 CENTIMETERS
 TN0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0443_ROD/PIPE-DEPTH: 3.96 meters
 TN0443
 TN0443  HISTORY     - Date     Condition        Report By
 TN0443  HISTORY     - 1979     MONUMENTED       NGS
 TN0443
 TN0443                          STATION DESCRIPTION
 TN0443
 TN0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0443'4.3 MI SOUTH FROM KALISPELL.
 TN0443'1.2 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH U. S.
 TN0443'HIGHWAY 2 IN KALISPELL, THENCE 2.9 MILES SOUTH ALONG STATE ROAD 503,
 TN0443'SET ON THE NORTHWEST CORNER OF STATE ROAD 503 AND JUANITA WAY, 78
 TN0443'FEET WEST OF THE CENTERLINE OF ROAD 503, 31 FEET SOUTHEAST OF A FENCE
 TN0443'CORNER POST, 26.5 FEET NORTH OF THE CENTERLINE OF JUANITA WAY AND 5.5
 TN0443'FEET SOUTH OF POWER POLE N31-2A.  ROD WAS DRIVEN TO REFUSAL.
 TN0443'THE MARK IS 1 FT  E FROM A WITNESS POST.
 TN0443'THE MARK IS 4 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1095 ***********************************************************************
 SU1095  DESIGNATION -  B 443 RESET
 SU1095  PID         -  SU1095
 SU1095  STATE/COUNTY-  MT/LAKE
 SU1095  USGS QUAD   -  ROLLINS (1994)
 SU1095
 SU1095                         *CURRENT SURVEY CONTROL
 SU1095  ___________________________________________________________________
 SU1095* NAD 83(1986)-  47 53 28.     (N)    114 13 02.     (W)     SCALED    
 SU1095* NAVD 88     -       913.26   (meters)    2996.3    (feet)  RESET     
 SU1095  ___________________________________________________________________
 SU1095  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU1095
 SU1095  VERT ORDER  -  THIRD
 SU1095
 SU1095.The horizontal coordinates were scaled from a topographic map and have
 SU1095.an estimated accuracy of +/- 6 seconds.
 SU1095
 SU1095.The orthometric height was computed from unverified reset data.
 SU1095.No vertical observational check was made to the station.
 SU1095
 SU1095.The geoid height was determined by GEOID03.
 SU1095
 SU1095;                    North         East    Units  Estimated Accuracy
 SU1095;SPC MT       -   415,210.      247,620.      MT  (+/- 180 meters Scaled)
 SU1095
 SU1095                          SUPERSEDED SURVEY CONTROL
 SU1095
 SU1095.No superseded survey control is available for this station.
 SU1095
 SU1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP080079(NAD 83)
 SU1095_MARKER: A = ALUMINUM MARKER
 SU1095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU1095_SP_SET: ALUMINUM PIPE
 SU1095_STAMPING: B 443 RESET 1988
 SU1095_MARK LOGO: NGS   
 SU1095_MAGNETIC: N = NO MAGNETIC MATERIAL
 SU1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1095
 SU1095  HISTORY     - Date     Condition        Report By
 SU1095  HISTORY     - 1988     MONUMENTED       NGS
 SU1095
 SU1095                          STATION DESCRIPTION
 SU1095
 SU1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 SU1095'TO REACH FROM THE POST OFFICE IN ROLLINS, GO SOUTH ON US HIGHWAY 93
 SU1095'FOR 1.6 KM (1.00 MI) TO THE STATION ON THE RIGHT, 29.3 M (96.1 FT)
 SU1095'WEST OF THE CENTER OF THE HIGHWAY, 1.8 M (5.9 FT) NORTHWEST OF A
 SU1095'POWER POLE AND 0.36 M (1.18 FT) NORTH OF A WITNESS POST, A PRECAST
 SU1095'ALUMINUM PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0698 ***********************************************************************
 SU0698  DESIGNATION -  B 444
 SU0698  PID         -  SU0698
 SU0698  STATE/COUNTY-  MT/LAKE
 SU0698  USGS QUAD   -  POLSON (1964)
 SU0698
 SU0698                         *CURRENT SURVEY CONTROL
 SU0698  ___________________________________________________________________
 SU0698* NAD 83(1986)-  47 42 43.     (N)    114 11 35.     (W)     SCALED    
 SU0698* NAVD 88     -       894.841  (meters)    2935.82   (feet)  ADJUSTED  
 SU0698  ___________________________________________________________________
 SU0698  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SU0698  DYNAMIC HT  -         894.809 (meters)    2935.72  (feet)  COMP
 SU0698  MODELED GRAV-     980,546.8   (mgal)                       NAVD 88
 SU0698
 SU0698  VERT ORDER  -  FIRST     CLASS II
 SU0698
 SU0698.The horizontal coordinates were scaled from a topographic map and have
 SU0698.an estimated accuracy of +/- 6 seconds.
 SU0698
 SU0698.The orthometric height was determined by differential leveling
 SU0698.and adjusted by the National Geodetic Survey in June 1991..
 SU0698
 SU0698.The geoid height was determined by GEOID03.
 SU0698
 SU0698.The dynamic height is computed by dividing the NAVD 88
 SU0698.geopotential number by the normal gravity value computed on the
 SU0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0698.degrees latitude (g = 980.6199 gals.).
 SU0698
 SU0698.The modeled gravity was interpolated from observed gravity values.
 SU0698
 SU0698;                    North         East    Units  Estimated Accuracy
 SU0698;SPC MT       -   395,230.      248,230.      MT  (+/- 180 meters Scaled)
 SU0698
 SU0698                          SUPERSEDED SURVEY CONTROL
 SU0698
 SU0698.No superseded survey control is available for this station.
 SU0698
 SU0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN105881(NAD 83)
 SU0698_MARKER: DB = BENCH MARK DISK
 SU0698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0698_SP_SET: STAINLESS STEEL ROD
 SU0698_STAMPING: B 444 1979
 SU0698_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0698_ROD/PIPE-DEPTH: 6.40 meters
 SU0698
 SU0698  HISTORY     - Date     Condition        Report By
 SU0698  HISTORY     - 1979     MONUMENTED       NGS
 SU0698
 SU0698                          STATION DESCRIPTION
 SU0698
 SU0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0698'3.8 MI NW FROM POLSON.
 SU0698'3.85 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0698'STATE HIGHWAY 35 IN POLSON, SET AT THE Y-JUNCTION OF HIGHWAY 93 AND
 SU0698'THE OLD HIGHWAY GRADE LEADING WEST-NORTHWEST, 0.1 MILE SOUTH OF MILE
 SU0698'POST 63, 88 FEET SOUTH-SOUTHEAST OF SURVEY STATION 80+00, 78.5 FEET
 SU0698'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET SOUTH-SOUTHWEST
 SU0698'OF THE CENTERLINE OF THE OLD HIGHWAY GRADE, 11 FEET SOUTHEAST OF
 SU0698'TELEPHONE POLE NUMBER 322540 AND 5 FEET NORTHEAST OF A FENCE.
 SU0698'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 SU0698'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0728 ***********************************************************************
 SU0728  DESIGNATION -  B 445
 SU0728  PID         -  SU0728
 SU0728  STATE/COUNTY-  MT/LAKE
 SU0728  USGS QUAD   -  CHARLO (1965)
 SU0728
 SU0728                         *CURRENT SURVEY CONTROL
 SU0728  ___________________________________________________________________
 SU0728* NAD 83(1986)-  47 25 42.     (N)    114 11 11.     (W)     SCALED    
 SU0728* NAVD 88     -       893.269  (meters)    2930.67   (feet)  ADJUSTED  
 SU0728  ___________________________________________________________________
 SU0728  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 SU0728  DYNAMIC HT  -         893.207 (meters)    2930.46  (feet)  COMP
 SU0728  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 SU0728
 SU0728  VERT ORDER  -  FIRST     CLASS II
 SU0728
 SU0728.The horizontal coordinates were scaled from a topographic map and have
 SU0728.an estimated accuracy of +/- 6 seconds.
 SU0728
 SU0728.The orthometric height was determined by differential leveling
 SU0728.and adjusted by the National Geodetic Survey in June 1991..
 SU0728
 SU0728.The geoid height was determined by GEOID03.
 SU0728
 SU0728.The dynamic height is computed by dividing the NAVD 88
 SU0728.geopotential number by the normal gravity value computed on the
 SU0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0728.degrees latitude (g = 980.6199 gals.).
 SU0728
 SU0728.The modeled gravity was interpolated from observed gravity values.
 SU0728
 SU0728;                    North         East    Units  Estimated Accuracy
 SU0728;SPC MT       -   363,740.      246,850.      MT  (+/- 180 meters Scaled)
 SU0728
 SU0728                          SUPERSEDED SURVEY CONTROL
 SU0728
 SU0728.No superseded survey control is available for this station.
 SU0728
 SU0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN121566(NAD 83)
 SU0728_MARKER: DB = BENCH MARK DISK
 SU0728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0728_SP_SET: STAINLESS STEEL ROD
 SU0728_STAMPING: B 445 1979
 SU0728_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0728_ROD/PIPE-DEPTH: 6.10 meters
 SU0728
 SU0728  HISTORY     - Date     Condition        Report By
 SU0728  HISTORY     - 1979     MONUMENTED       NGS
 SU0728
 SU0728                          STATION DESCRIPTION
 SU0728
 SU0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0728'1.1 MI SW FROM CHARLO.
 SU0728'1.15 MILES SOUTHWEST ALONG STATE ROUTE 212 FROM THE POST OFFICE IN
 SU0728'CHARLO.  SET AT THE FIRST POWER POLE EAST OF A TRANSFORMER POLE FOR
 SU0728'A PUMP HOUSE, 0.2 MILES WEST OF A ROAD CROSSING, 50 FEET NORTH OF
 SU0728'THE CENTERLINE OF THE ROAD, 42 FEET WEST OF THE CENTER OF A GATE
 SU0728'INTO A PASTURE, 8 FEET EAST OF THE POWER POLE, 1 FOOT SOUTH OF THE
 SU0728'RIGHT-OF-WAY FENCE.
 SU0728'THE MARK IS 2 FT  W FROM A WITNESS POST.
 SU0728'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0758 ***********************************************************************
 SU0758  DESIGNATION -  B 446
 SU0758  PID         -  SU0758
 SU0758  STATE/COUNTY-  MT/MISSOULA
 SU0758  USGS QUAD   -  EVARO (1984)
 SU0758
 SU0758                         *CURRENT SURVEY CONTROL
 SU0758  ___________________________________________________________________
 SU0758* NAD 83(1986)-  47 06 54.     (N)    114 02 51.     (W)     SCALED    
 SU0758* NAVD 88     -      1055.696  (meters)    3463.56   (feet)  ADJUSTED  
 SU0758  ___________________________________________________________________
 SU0758  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 SU0758  DYNAMIC HT  -        1055.556 (meters)    3463.10  (feet)  COMP
 SU0758  MODELED GRAV-     980,444.8   (mgal)                       NAVD 88
 SU0758
 SU0758  VERT ORDER  -  FIRST     CLASS II
 SU0758
 SU0758.The horizontal coordinates were scaled from a topographic map and have
 SU0758.an estimated accuracy of +/- 6 seconds.
 SU0758
 SU0758.The orthometric height was determined by differential leveling
 SU0758.and adjusted by the National Geodetic Survey in June 1991..
 SU0758
 SU0758.The geoid height was determined by GEOID03.
 SU0758
 SU0758.The dynamic height is computed by dividing the NAVD 88
 SU0758.geopotential number by the normal gravity value computed on the
 SU0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0758.degrees latitude (g = 980.6199 gals.).
 SU0758
 SU0758.The modeled gravity was interpolated from observed gravity values.
 SU0758
 SU0758;                    North         East    Units  Estimated Accuracy
 SU0758;SPC MT       -   328,360.      255,280.      MT  (+/- 180 meters Scaled)
 SU0758
 SU0758                          SUPERSEDED SURVEY CONTROL
 SU0758
 SU0758.No superseded survey control is available for this station.
 SU0758
 SU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN239221(NAD 83)
 SU0758_MARKER: DB = BENCH MARK DISK
 SU0758_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0758_SP_SET: STAINLESS STEEL ROD
 SU0758_STAMPING: B 446 1979
 SU0758_PROJECTION: PROJECTING 10 CENTIMETERS
 SU0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0758_ROD/PIPE-DEPTH: 3.66 meters
 SU0758
 SU0758  HISTORY     - Date     Condition        Report By
 SU0758  HISTORY     - 1979     MONUMENTED       NGS
 SU0758
 SU0758                          STATION DESCRIPTION
 SU0758
 SU0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0758'4.2 MI SOUTH FROM ARLEE.
 SU0758'4.2 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN ARLEE,
 SU0758'0.55 MILE SOUTH OF MILE POST 14, 0.05 MILE NORTH OF THE Y-JUNCTION
 SU0758'WITH DONEY ROAD, 195 FEET NORTHWEST OF THE POINT OF THE Y-JUNCTION,
 SU0758'51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST OF THE
 SU0758'WEST RIGHT-OF-WAY FENCE AND 3 FEET WEST OF A POWER LINE POLE.  THE
 SU0758'DISK IS LEVEL WITH THE GROUND AND ACCESS IS TO HAD THROUGH A 4-INCH
 SU0758'PLASTIC SCREW CAP.
 SU0758'THE MARK IS 1 FT  E FROM A WITNESS POST.
 SU0758'THE MARK IS 4 FT BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0707 ***********************************************************************
 RX0707  DESIGNATION -  B 447
 RX0707  PID         -  RX0707
 RX0707  STATE/COUNTY-  MT/MISSOULA
 RX0707  USGS QUAD   -  NORTHEAST MISSOULA (1978)
 RX0707
 RX0707                         *CURRENT SURVEY CONTROL
 RX0707  ___________________________________________________________________
 RX0707* NAD 83(1986)-  46 52 38.     (N)    113 53 23.     (W)     SCALED    
 RX0707* NAVD 88     -      1002.193  (meters)    3288.03   (feet)  ADJUSTED  
 RX0707  ___________________________________________________________________
 RX0707  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 RX0707  DYNAMIC HT  -        1002.042 (meters)    3287.53  (feet)  COMP
 RX0707  MODELED GRAV-     980,429.3   (mgal)                       NAVD 88
 RX0707
 RX0707  VERT ORDER  -  FIRST     CLASS II
 RX0707
 RX0707.The horizontal coordinates were scaled from a topographic map and have
 RX0707.an estimated accuracy of +/- 6 seconds.
 RX0707
 RX0707.The orthometric height was determined by differential leveling
 RX0707.and adjusted by the National Geodetic Survey in June 1991..
 RX0707
 RX0707.The geoid height was determined by GEOID03.
 RX0707
 RX0707.The dynamic height is computed by dividing the NAVD 88
 RX0707.geopotential number by the normal gravity value computed on the
 RX0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0707.degrees latitude (g = 980.6199 gals.).
 RX0707
 RX0707.The modeled gravity was interpolated from observed gravity values.
 RX0707
 RX0707;                    North         East    Units  Estimated Accuracy
 RX0707;SPC MT       -   301,310.      265,750.      MT  (+/- 180 meters Scaled)
 RX0707
 RX0707                          SUPERSEDED SURVEY CONTROL
 RX0707
 RX0707.No superseded survey control is available for this station.
 RX0707
 RX0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS798955(NAD 83)
 RX0707_MARKER: DB = BENCH MARK DISK
 RX0707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0707_SP_SET: STAINLESS STEEL ROD
 RX0707_STAMPING: B 447 1979
 RX0707_PROJECTION: FLUSH
 RX0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0707_ROD/PIPE-DEPTH: 1.83 meters
 RX0707
 RX0707  HISTORY     - Date     Condition        Report By
 RX0707  HISTORY     - 1979     MONUMENTED       NGS
 RX0707
 RX0707                          STATION DESCRIPTION
 RX0707
 RX0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0707'0.4 MI WEST FROM MILLTOWN.
 RX0707'0.4 MILE WEST ALONG STATE HIGHWAY 200 FROM ITS BRIDGE OVER THE
 RX0707'BLACKFOOT RIVER AT MILLTOWN, 0.05 MILE WEST OF THE Y-JUNCTION OF
 RX0707'A NORTHWEST ROAD AND THE STATE ROAD, 0.05 MILE EAST OF THE
 RX0707'BEGINNING OF THE WESTBOUND ON-RAMP FOR INTERSTATE HIGHWAY 90, SET AT
 RX0707'THE SOUTHERLY CORNER POST IN AN OFFSET IN THE RIGHT-OF-WAY FENCE,
 RX0707'ALSO 4.2 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE VAN BUREN
 RX0707'STREET INTERCHANGE IN MISSOULA, THENCE 0.6 MILE SOUTHEAST ALONG EXIT
 RX0707'109 AND STATE HIGHWAY 200, 116 FEET SOUTH OF THE CENTERLINE OF THE
 RX0707'NORTHWEST ROAD, 52 FEET NORTH OF THE CENTERLINE OF HIGHWAY 200, 46
 RX0707'FEET WEST-NORTHWEST OF THE SECOND STREET LAMP POLE NO. 7 WEST OF THE
 RX0707'Y-JUNCTION AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND FENCE
 RX0707'CORNER POST.  THE ROD WAS DRIVEN TO REFUSAL AND COULD NOT BE REMOVED.
 RX0707'THE MARK IS 2 FT  S FROM  FENCE CORNER POST
 RX0707'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0744 ***********************************************************************
 RX0744  DESIGNATION -  B 448
 RX0744  PID         -  RX0744
 RX0744  STATE/COUNTY-  MT/POWELL
 RX0744  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0744
 RX0744                         *CURRENT SURVEY CONTROL
 RX0744  ___________________________________________________________________
 RX0744* NAD 83(1986)-  46 35 08.     (N)    112 54 41.     (W)     SCALED    
 RX0744* NAVD 88     -      1282.146  (meters)    4206.51   (feet)  ADJUSTED  
 RX0744  ___________________________________________________________________
 RX0744  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 RX0744  DYNAMIC HT  -        1281.856 (meters)    4205.56  (feet)  COMP
 RX0744  MODELED GRAV-     980,344.0   (mgal)                       NAVD 88
 RX0744
 RX0744  VERT ORDER  -  FIRST     CLASS II
 RX0744
 RX0744.The horizontal coordinates were scaled from a topographic map and have
 RX0744.an estimated accuracy of +/- 6 seconds.
 RX0744
 RX0744.The orthometric height was determined by differential leveling
 RX0744.and adjusted by the National Geodetic Survey in June 1991..
 RX0744
 RX0744.The geoid height was determined by GEOID03.
 RX0744
 RX0744.The dynamic height is computed by dividing the NAVD 88
 RX0744.geopotential number by the normal gravity value computed on the
 RX0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0744.degrees latitude (g = 980.6199 gals.).
 RX0744
 RX0744.The modeled gravity was interpolated from observed gravity values.
 RX0744
 RX0744;                    North         East    Units  Estimated Accuracy
 RX0744;SPC MT       -   265,220.      338,780.      MT  (+/- 180 meters Scaled)
 RX0744
 RX0744                          SUPERSEDED SURVEY CONTROL
 RX0744
 RX0744.No superseded survey control is available for this station.
 RX0744
 RX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS535608(NAD 83)
 RX0744_MARKER: DB = BENCH MARK DISK
 RX0744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0744_SP_SET: STAINLESS STEEL ROD
 RX0744_STAMPING: B 448 1979
 RX0744_PROJECTION: PROJECTING 8 CENTIMETERS
 RX0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0744_ROD/PIPE-DEPTH: 4.57 meters
 RX0744
 RX0744  HISTORY     - Date     Condition        Report By
 RX0744  HISTORY     - 1979     MONUMENTED       NGS
 RX0744
 RX0744                          STATION DESCRIPTION
 RX0744
 RX0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0744'7.85 MI NW FROM GARRISON.
 RX0744'7.85 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0744'HIGHWAY 12 AT GARRISON, DIRECTLY SOUTHWEST ACROSS THE HIGHWAY FROM
 RX0744'THE GOLD CREEK REST AREA EXIT LANE, 70 FEET SOUTHWEST OF THE
 RX0744'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 18.5 FEET SOUTHWEST
 RX0744'OF THE SOUTHWEST LEG OF A STEEL SIGN, 1 FOOT NORTHEAST OF THE
 RX0744'SOUTHWEST HIGHWAY RIGHT-OF-WAY FENCE.
 RX0744'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0776 ***********************************************************************
 RX0776  DESIGNATION -  B 449
 RX0776  PID         -  RX0776
 RX0776  STATE/COUNTY-  MT/SILVER BOW
 RX0776  USGS QUAD   -  RAMSAY (1996)
 RX0776
 RX0776                         *CURRENT SURVEY CONTROL
 RX0776  ___________________________________________________________________
 RX0776* NAD 83(1986)-  46 01 39.     (N)    112 43 51.     (W)     SCALED    
 RX0776* NAVD 88     -      1631.999  (meters)    5354.32   (feet)  ADJUSTED  
 RX0776  ___________________________________________________________________
 RX0776  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 RX0776  DYNAMIC HT  -        1631.370 (meters)    5352.25  (feet)  COMP
 RX0776  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 RX0776
 RX0776  VERT ORDER  -  FIRST     CLASS II
 RX0776
 RX0776.The horizontal coordinates were scaled from a topographic map and have
 RX0776.an estimated accuracy of +/- 6 seconds.
 RX0776
 RX0776.The orthometric height was determined by differential leveling
 RX0776.and adjusted by the National Geodetic Survey in June 1991..
 RX0776
 RX0776.The geoid height was determined by GEOID03.
 RX0776
 RX0776.The dynamic height is computed by dividing the NAVD 88
 RX0776.geopotential number by the normal gravity value computed on the
 RX0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0776.degrees latitude (g = 980.6199 gals.).
 RX0776
 RX0776.The modeled gravity was interpolated from observed gravity values.
 RX0776
 RX0776;                    North         East    Units  Estimated Accuracy
 RX0776;SPC MT       -   202,690.      350,040.      MT  (+/- 180 meters Scaled)
 RX0776
 RX0776                          SUPERSEDED SURVEY CONTROL
 RX0776
 RX0776.No superseded survey control is available for this station.
 RX0776
 RX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR660985(NAD 83)
 RX0776_MARKER: DB = BENCH MARK DISK
 RX0776_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0776_SP_SET: STAINLESS STEEL ROD
 RX0776_STAMPING: B 449 1979
 RX0776_PROJECTION: FLUSH
 RX0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0776_ROD/PIPE-DEPTH: 5.18 meters
 RX0776
 RX0776  HISTORY     - Date     Condition        Report By
 RX0776  HISTORY     - 1979     MONUMENTED       NGS
 RX0776
 RX0776                          STATION DESCRIPTION
 RX0776
 RX0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0776'5.1 MI NW FROM SILVER BOW.
 RX0776'5.1 MILES NORTHWEST ALONG INTERSTATE 90 FROM THE JUNCTION OF
 RX0776'INTERSTATE 15 NEAR SILVER BOW, SET IN THE SOUTHWEST RIGHT-OF-WAY
 RX0776'FENCE ON THE SOUTHWEST SIDE OF THE HIGHWAY, AT HIGHWAY MILE POST 214,
 RX0776'BETWEEN TWO WOODEN SUPPORT POLES IN THE FENCE, 68 FEET SOUTHWEST OF
 RX0776'THE CENTERLINE OF THE EASTBOUND LANES, 250 FEET NORTHWEST OF THE
 RX0776'NORTHWEST END OF A METAL GUARD RAIL, 125 FEET SOUTHWEST OF THE MILE
 RX0776'POST AND 1 FOOT NORTHEAST OF THE FENCE.
 RX0776'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 RX0776'THE MARK IS 3 FT ABOVE CENTERLINE OF LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0569 ***********************************************************************
 PZ0569  DESIGNATION -  B 45
 PZ0569  PID         -  PZ0569
 PZ0569  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0569  USGS QUAD   -  JEFF DAVIS PEAK (1988)
 PZ0569
 PZ0569                         *CURRENT SURVEY CONTROL
 PZ0569  ___________________________________________________________________
 PZ0569* NAD 83(1986)-  44 59 58.     (N)    113 11 11.     (W)     SCALED    
 PZ0569* NAVD 88     -      1854.329  (meters)    6083.74   (feet)  ADJUSTED  
 PZ0569  ___________________________________________________________________
 PZ0569  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 PZ0569  DYNAMIC HT  -        1853.387 (meters)    6080.65  (feet)  COMP
 PZ0569  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 PZ0569
 PZ0569  VERT ORDER  -  FIRST     CLASS II
 PZ0569
 PZ0569.The horizontal coordinates were scaled from a topographic map and have
 PZ0569.an estimated accuracy of +/- 6 seconds.
 PZ0569
 PZ0569.The orthometric height was determined by differential leveling
 PZ0569.and adjusted by the National Geodetic Survey in June 1991..
 PZ0569
 PZ0569.The geoid height was determined by GEOID03.
 PZ0569
 PZ0569.The dynamic height is computed by dividing the NAVD 88
 PZ0569.geopotential number by the normal gravity value computed on the
 PZ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0569.degrees latitude (g = 980.6199 gals.).
 PZ0569
 PZ0569.The modeled gravity was interpolated from observed gravity values.
 PZ0569
 PZ0569;                    North         East    Units  Estimated Accuracy
 PZ0569;SPC MT       -    90,140.      309,440.      MT  (+/- 180 meters Scaled)
 PZ0569
 PZ0569                          SUPERSEDED SURVEY CONTROL
 PZ0569
 PZ0569  NGVD 29 (??/??/92) 1852.998  (m)         6079.38   (f) ADJ UNCH    1 2
 PZ0569
 PZ0569.Superseded values are not recommended for survey control.
 PZ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0569.See file dsdata.txt to determine how the superseded data were derived.
 PZ0569
 PZ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ276852(NAD 83)
 PZ0569_MARKER: DB = BENCH MARK DISK
 PZ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0569_STAMPING: B 45 1933
 PZ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0569+STABILITY: SURFACE MOTION
 PZ0569
 PZ0569  HISTORY     - Date     Condition        Report By
 PZ0569  HISTORY     - 1933     MONUMENTED       CGS
 PZ0569  HISTORY     - 1965     GOOD             USGS
 PZ0569  HISTORY     - 1965     GOOD             USGS
 PZ0569
 PZ0569                          STATION DESCRIPTION
 PZ0569
 PZ0569'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 PZ0569'.35 MI SW FROM GRANT.
 PZ0569'0.1 MI. W. OF GRANT, TO A RANCH HOUSE.  THENCE 0.25 MI. S. ALONG A
 PZ0569'RANCH RD. TO THE DISMANTLED RR. 60 FT. N. OF THE OLD RR. 6 FT. E. OF
 PZ0569'THE RANCH RD. A STD. DISK SET IN THE TOP OF A CONCRETE POST STAMPED. B
 PZ0569'45 1933.
 PZ0569
 PZ0569                          STATION RECOVERY (1965)
 PZ0569
 PZ0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PZ0569'6.1 MILES WEST OF GRANT, TO A RANCH HOUSE. THENCE 0.25 MILE SOUTH
 PZ0569'ALONG A RANCH ROAD TO THE DISMANTLED RAILROAD 60 FEET NORTH OF THE
 PZ0569'OLD RR 6 FEET EAST OF THE RANCH ROAD A STANDARD DISK SET IN THE TOP
 PZ0569'OF A CONCRETE POST STAMPED, 'B 45 1933'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0021 ***********************************************************************
 RX0021  DESIGNATION -  B 451
 RX0021  PID         -  RX0021
 RX0021  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0021  USGS QUAD   -  HELENA (1985)
 RX0021
 RX0021                         *CURRENT SURVEY CONTROL
 RX0021  ___________________________________________________________________
 RX0021* NAD 83(1986)-  46 35 38.     (N)    112 02 25.     (W)     SCALED    
 RX0021* NAVD 88     -      1237.794  (meters)    4061.00   (feet)  ADJUSTED  
 RX0021  ___________________________________________________________________
 RX0021  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 RX0021  DYNAMIC HT  -        1237.526 (meters)    4060.12  (feet)  COMP
 RX0021  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 RX0021
 RX0021  VERT ORDER  -  FIRST     CLASS II
 RX0021
 RX0021.The horizontal coordinates were scaled from a topographic map and have
 RX0021.an estimated accuracy of +/- 6 seconds.
 RX0021
 RX0021.The orthometric height was determined by differential leveling
 RX0021.and adjusted by the National Geodetic Survey in June 1991..
 RX0021
 RX0021.The geoid height was determined by GEOID03.
 RX0021
 RX0021.The dynamic height is computed by dividing the NAVD 88
 RX0021.geopotential number by the normal gravity value computed on the
 RX0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0021.degrees latitude (g = 980.6199 gals.).
 RX0021
 RX0021.The modeled gravity was interpolated from observed gravity values.
 RX0021
 RX0021;                    North         East    Units  Estimated Accuracy
 RX0021;SPC MT       -   263,610.      405,490.      MT  (+/- 180 meters Scaled)
 RX0021
 RX0021                          SUPERSEDED SURVEY CONTROL
 RX0021
 RX0021  NGVD 29 (??/??/92) 1236.756  (m)         4057.59   (f) ADJ UNCH    1 2
 RX0021
 RX0021.Superseded values are not recommended for survey control.
 RX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0021.See file dsdata.txt to determine how the superseded data were derived.
 RX0021
 RX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS203605(NAD 83)
 RX0021_MARKER: DB = BENCH MARK DISK
 RX0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0021_STAMPING: B 451 1936
 RX0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0021+STABILITY: SURFACE MOTION
 RX0021
 RX0021  HISTORY     - Date     Condition        Report By
 RX0021  HISTORY     - 1936     MONUMENTED       CGS
 RX0021  HISTORY     - 1968     GOOD             NGS
 RX0021  HISTORY     - 1980     GOOD             USGS
 RX0021
 RX0021                          STATION DESCRIPTION
 RX0021
 RX0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RX0021'IN HELENA.
 RX0021'AT HELENA, NEAR THE INTERSECTION OF NEILL AND PARK AVENUES, NEAR THE
 RX0021'NORTHWEST CORNER OF HILL PARK, 113 FEET SOUTH OF THE SOUTH CURB OF
 RX0021'NEILL AVE, 9.7 FEET EAST OF THE EAST CURB OF PARK AVE, 13.6 FEET
 RX0021'SOUTHWEST OF THE SOUTHWEST EDGE OF A WALK THRU THE PARK, 26 1/2 FEET
 RX0021'EAST OF A 14-INCH FIR TREE, 47.7 FEET WEST OF THE BASE OF A STEEL
 RX0021'LIGHT POLE, ABOUT LEVEL WITH THE WALK AND IN THE TOP OF A CONCRETE
 RX0021'POST FLUSH WITH THE GROUND.
 RX0021
 RX0021                          STATION RECOVERY (1980)
 RX0021
 RX0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RX0021'AT HELENA, NEAR THE NORTHWEST CORNER OF HILL PARK, 113 FEET SOUTH OF
 RX0021'THE SOUTH CURB OF NEILL AVE, 47 FEET EAST OF THE EAST CURB OF PARK
 RX0021'AVE. 13.6 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A WALK, 26 FEET
 RX0021'EAST OF A LARGE FIR TREE, SET IN A CONCRETE POST FLUSH WITH THE
 RX0021'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0347 ***********************************************************************
 RX0347  DESIGNATION -  B 452
 RX0347  PID         -  RX0347
 RX0347  STATE/COUNTY-  MT/JEFFERSON
 RX0347  USGS QUAD   -  WICKES (1996)
 RX0347
 RX0347                         *CURRENT SURVEY CONTROL
 RX0347  ___________________________________________________________________
 RX0347* NAD 83(1986)-  46 22 17.     (N)    112 04 26.     (W)     SCALED    
 RX0347* NAVD 88     -      1530.591  (meters)    5021.61   (feet)  ADJUSTED  
 RX0347  ___________________________________________________________________
 RX0347  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 RX0347  DYNAMIC HT  -        1530.104 (meters)    5020.02  (feet)  COMP
 RX0347  MODELED GRAV-     980,242.9   (mgal)                       NAVD 88
 RX0347
 RX0347  VERT ORDER  -  FIRST     CLASS II
 RX0347
 RX0347.The horizontal coordinates were scaled from a topographic map and have
 RX0347.an estimated accuracy of +/- 6 seconds.
 RX0347
 RX0347.The orthometric height was determined by differential leveling
 RX0347.and adjusted by the National Geodetic Survey in June 1991..
 RX0347
 RX0347.The geoid height was determined by GEOID03.
 RX0347
 RX0347.The dynamic height is computed by dividing the NAVD 88
 RX0347.geopotential number by the normal gravity value computed on the
 RX0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0347.degrees latitude (g = 980.6199 gals.).
 RX0347
 RX0347.The modeled gravity was interpolated from observed gravity values.
 RX0347
 RX0347;                    North         East    Units  Estimated Accuracy
 RX0347;SPC MT       -   238,990.      402,100.      MT  (+/- 180 meters Scaled)
 RX0347
 RX0347                          SUPERSEDED SURVEY CONTROL
 RX0347
 RX0347  NGVD 29 (??/??/92) 1529.406  (m)         5017.73   (f) ADJ UNCH    1 2
 RX0347
 RX0347.Superseded values are not recommended for survey control.
 RX0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0347.See file dsdata.txt to determine how the superseded data were derived.
 RX0347
 RX0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS174358(NAD 83)
 RX0347_MARKER: DB = BENCH MARK DISK
 RX0347_SETTING: 66 = SET IN ROCK OUTCROP
 RX0347_SP_SET: OUTCROP
 RX0347_STAMPING: B 452 1936
 RX0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0347+STABILITY: POSITION/ELEVATION WELL
 RX0347
 RX0347  HISTORY     - Date     Condition        Report By
 RX0347  HISTORY     - 1936     MONUMENTED       CGS
 RX0347  HISTORY     - 1962     GOOD             NGS
 RX0347
 RX0347                          STATION DESCRIPTION
 RX0347
 RX0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0347'5.95 MI N FROM AMAZON.
 RX0347'5.95 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE SECTION
 RX0347'HOUSE AND SIGN AT AMAZON, AT MILEPOLE 237, AT THE END OF A LONG FILL,
 RX0347'SET IN THE TOP OF A 2 BY 2 FOOT OUTCROP PROJECTING ABOUT 1 FOOT ABOVE
 RX0347'THE GROUND, 26.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 21.3 FEET
 RX0347'SOUTHEAST OF A FENCE, 13 FEET SOUTHEAST OF THE MILEPOLE, 7.5 FEET WEST
 RX0347'OF A WITNESS POST, AND ABOUT ONE FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0450 ***********************************************************************
 RW0450  DESIGNATION -  B 453
 RW0450  PID         -  RW0450
 RW0450  STATE/COUNTY-  MT/BROADWATER
 RW0450  USGS QUAD   -  CANYON FERRY SW (1972)
 RW0450
 RW0450                         *CURRENT SURVEY CONTROL
 RW0450  ___________________________________________________________________
 RW0450* NAD 83(1986)-  46 31 06.     (N)    111 42 28.     (W)     SCALED    
 RW0450* NAVD 88     -      1318.949  (meters)    4327.25   (feet)  ADJUSTED  
 RW0450  ___________________________________________________________________
 RW0450  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 RW0450  DYNAMIC HT  -        1318.625 (meters)    4326.19  (feet)  COMP
 RW0450  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 RW0450
 RW0450  VERT ORDER  -  FIRST     CLASS II
 RW0450
 RW0450.The horizontal coordinates were scaled from a topographic map and have
 RW0450.an estimated accuracy of +/- 6 seconds.
 RW0450
 RW0450.The orthometric height was determined by differential leveling
 RW0450.and adjusted by the National Geodetic Survey in June 1991..
 RW0450
 RW0450.The geoid height was determined by GEOID03.
 RW0450
 RW0450.The dynamic height is computed by dividing the NAVD 88
 RW0450.geopotential number by the normal gravity value computed on the
 RW0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0450.degrees latitude (g = 980.6199 gals.).
 RW0450
 RW0450.The modeled gravity was interpolated from observed gravity values.
 RW0450
 RW0450;                    North         East    Units  Estimated Accuracy
 RW0450;SPC MT       -   254,450.      430,700.      MT  (+/- 180 meters Scaled)
 RW0450
 RW0450                          SUPERSEDED SURVEY CONTROL
 RW0450
 RW0450  NGVD 29 (??/??/92) 1317.910  (m)         4323.84   (f) ADJ UNCH    1 2
 RW0450
 RW0450.Superseded values are not recommended for survey control.
 RW0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0450.See file dsdata.txt to determine how the superseded data were derived.
 RW0450
 RW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS457518(NAD 83)
 RW0450_MARKER: DB = BENCH MARK DISK
 RW0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0450_STAMPING: B 453 1936
 RW0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0450+STABILITY: SURFACE MOTION
 RW0450
 RW0450  HISTORY     - Date     Condition        Report By
 RW0450  HISTORY     - 1936     MONUMENTED       CGS
 RW0450
 RW0450                          STATION DESCRIPTION
 RW0450
 RW0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0450'3.6 MI NW FROM WINSTON.
 RW0450'3.6 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RW0450'STATION AT WINSTON, BROADWATER COUNTY, 0.6 MILE SOUTHEAST OF THE
 RW0450'SOUTHEAST END OF THE SIDING AT PLACER, 74 FEET NORTHEAST OF MILEPOST
 RW0450'222, 10 RAILS (130 YARDS) NORTHWEST OF TWIN SEMAPHORES 221.8 AND
 RW0450'221.9, 97 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND 95
 RW0450'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B
 RW0450'453 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0167 ***********************************************************************
 RX0167  DESIGNATION -  B 454
 RX0167  PID         -  RX0167
 RX0167  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0167  USGS QUAD   -  HELENA (1985)
 RX0167
 RX0167                         *CURRENT SURVEY CONTROL
 RX0167  ___________________________________________________________________
 RX0167* NAD 83(1986)-  46 34 56.     (N)    112 01 14.     (W)     SCALED    
 RX0167* NAVD 88     -      1272.568  (meters)    4175.08   (feet)  ADJUSTED  
 RX0167  ___________________________________________________________________
 RX0167  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RX0167  DYNAMIC HT  -        1272.279 (meters)    4174.14  (feet)  COMP
 RX0167  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 RX0167
 RX0167  VERT ORDER  -  FIRST     CLASS II
 RX0167
 RX0167.The horizontal coordinates were scaled from a topographic map and have
 RX0167.an estimated accuracy of +/- 6 seconds.
 RX0167
 RX0167.The orthometric height was determined by differential leveling
 RX0167.and adjusted by the National Geodetic Survey in June 1991..
 RX0167
 RX0167.The geoid height was determined by GEOID03.
 RX0167
 RX0167.The dynamic height is computed by dividing the NAVD 88
 RX0167.geopotential number by the normal gravity value computed on the
 RX0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0167.degrees latitude (g = 980.6199 gals.).
 RX0167
 RX0167.The modeled gravity was interpolated from observed gravity values.
 RX0167
 RX0167;                    North         East    Units  Estimated Accuracy
 RX0167;SPC MT       -   262,270.      406,950.      MT  (+/- 180 meters Scaled)
 RX0167
 RX0167                          SUPERSEDED SURVEY CONTROL
 RX0167
 RX0167  NGVD 29 (??/??/92) 1271.561  (m)         4171.78   (f) ADJ UNCH    1 2
 RX0167
 RX0167.Superseded values are not recommended for survey control.
 RX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0167.See file dsdata.txt to determine how the superseded data were derived.
 RX0167
 RX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218592(NAD 83)
 RX0167_MARKER: DB = BENCH MARK DISK
 RX0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0167_STAMPING: B 454 1936
 RX0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0167+STABILITY: SURFACE MOTION
 RX0167
 RX0167  HISTORY     - Date     Condition        Report By
 RX0167  HISTORY     - 1936     MONUMENTED       CGS
 RX0167  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0167
 RX0167                          STATION DESCRIPTION
 RX0167
 RX0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RX0167'IN HELENA.
 RX0167'AT THE SOUTHERN EXTREMITY OF S. MONTANA AVE. 18 FT. W. OF THE
 RX0167'CENTERLINE OF A MOUNTAIN ROAD LEADING TO THE RESIDENCE OF DR. C.W.
 RX0167'MAHAFFAY, 27 FT. E. OF A UNIMPROVED ROAD, 155 YDS. S. OF B.M. A 454,
 RX0167'150 YDS. N. OF B.M. C 454 AND MARKED WITH A STONE MOUND.
 RX0167
 RX0167                          STATION RECOVERY (1962)
 RX0167
 RX0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RX0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0134 ***********************************************************************
 RX0134  DESIGNATION -  B 455
 RX0134  PID         -  RX0134
 RX0134  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0134  USGS QUAD   -  HELENA (1985)
 RX0134
 RX0134                         *CURRENT SURVEY CONTROL
 RX0134  ___________________________________________________________________
 RX0134* NAD 83(1986)-  46 37 21.     (N)    112 01 14.     (W)     SCALED    
 RX0134* NAVD 88     -      1166.355  (meters)    3826.62   (feet)  ADJUSTED  
 RX0134  ___________________________________________________________________
 RX0134  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RX0134  DYNAMIC HT  -        1166.119 (meters)    3825.84  (feet)  COMP
 RX0134  MODELED GRAV-     980,371.9   (mgal)                       NAVD 88
 RX0134
 RX0134  VERT ORDER  -  FIRST     CLASS II
 RX0134
 RX0134.The horizontal coordinates were scaled from a topographic map and have
 RX0134.an estimated accuracy of +/- 6 seconds.
 RX0134
 RX0134.The orthometric height was determined by differential leveling
 RX0134.and adjusted by the National Geodetic Survey in June 1991..
 RX0134
 RX0134.The geoid height was determined by GEOID03.
 RX0134
 RX0134.The dynamic height is computed by dividing the NAVD 88
 RX0134.geopotential number by the normal gravity value computed on the
 RX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0134.degrees latitude (g = 980.6199 gals.).
 RX0134
 RX0134.The modeled gravity was interpolated from observed gravity values.
 RX0134
 RX0134;                    North         East    Units  Estimated Accuracy
 RX0134;SPC MT       -   266,740.      407,100.      MT  (+/- 180 meters Scaled)
 RX0134
 RX0134                          SUPERSEDED SURVEY CONTROL
 RX0134
 RX0134  NGVD 29 (??/??/92) 1165.33   (m)         3823.3    (f) COMPUTED    1 2
 RX0134
 RX0134.Superseded values are not recommended for survey control.
 RX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0134.See file dsdata.txt to determine how the superseded data were derived.
 RX0134
 RX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218637(NAD 83)
 RX0134_MARKER: DB = BENCH MARK DISK
 RX0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0134_STAMPING: B 455 1936
 RX0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0134+STABILITY: SURFACE MOTION
 RX0134
 RX0134  HISTORY     - Date     Condition        Report By
 RX0134  HISTORY     - 1936     MONUMENTED       CGS
 RX0134  HISTORY     - 1962     GOOD             NGS
 RX0134
 RX0134                          STATION DESCRIPTION
 RX0134
 RX0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0134'1.45 MI N FROM HELENA.
 RX0134'1.45 MILES NORTH ALONG NORTH MONTANA AVENUE FROM THE CROSSING OF THE
 RX0134'NORTHERN PACIFIC RAILWAY AT HELENA, 51 1/2 FEET NORTH-NORTHEAST OF THE
 RX0134'THIRD POLE NORTH OF BENCH MARK A 455, 31 FEET EAST OF THE CENTER LINE
 RX0134'OF THE AVENUE, 44.5 FEET SOUTH OF THE WEST ONE OF TWO 3-INCH IRON POST
 RX0134'SUPPORTING A LINCOL-MERCURY SIGN, 42.5 FEET SOUTH-SOUTHEAST OF THE
 RX0134'FOURTH POLE NORTH OF BENCH MARK A 455, 1.4 FEET WEST OF A FENCE, ABOVE
 RX0134'1/2 FOOT LOWER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 RX0134'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0104 ***********************************************************************
 RX0104  DESIGNATION -  B 456
 RX0104  PID         -  RX0104
 RX0104  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0104  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0104
 RX0104                         *CURRENT SURVEY CONTROL
 RX0104  ___________________________________________________________________
 RX0104* NAD 83(1986)-  46 41 03.     (N)    112 01 16.     (W)     SCALED    
 RX0104* NAVD 88     -      1132.891  (meters)    3716.83   (feet)  ADJUSTED  
 RX0104  ___________________________________________________________________
 RX0104  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0104  DYNAMIC HT  -        1132.665 (meters)    3716.09  (feet)  COMP
 RX0104  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 RX0104
 RX0104  VERT ORDER  -  FIRST     CLASS II
 RX0104
 RX0104.The horizontal coordinates were scaled from a topographic map and have
 RX0104.an estimated accuracy of +/- 6 seconds.
 RX0104
 RX0104.The orthometric height was determined by differential leveling
 RX0104.and adjusted by the National Geodetic Survey in June 1991..
 RX0104
 RX0104.The geoid height was determined by GEOID03.
 RX0104
 RX0104.The dynamic height is computed by dividing the NAVD 88
 RX0104.geopotential number by the normal gravity value computed on the
 RX0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0104.degrees latitude (g = 980.6199 gals.).
 RX0104
 RX0104.The modeled gravity was interpolated from observed gravity values.
 RX0104
 RX0104;                    North         East    Units  Estimated Accuracy
 RX0104;SPC MT       -   273,590.      407,280.      MT  (+/- 180 meters Scaled)
 RX0104
 RX0104                          SUPERSEDED SURVEY CONTROL
 RX0104
 RX0104  NGVD 29 (??/??/92) 1131.917  (m)         3713.63   (f) ADJ UNCH    1 2
 RX0104
 RX0104.Superseded values are not recommended for survey control.
 RX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0104.See file dsdata.txt to determine how the superseded data were derived.
 RX0104
 RX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219705(NAD 83)
 RX0104_MARKER: DB = BENCH MARK DISK
 RX0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0104_STAMPING: B 456 1936
 RX0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0104+STABILITY: SURFACE MOTION
 RX0104
 RX0104  HISTORY     - Date     Condition        Report By
 RX0104  HISTORY     - 1936     MONUMENTED       CGS
 RX0104  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0104
 RX0104                          STATION DESCRIPTION
 RX0104
 RX0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0104'6.9 MI N FROM HELENA.
 RX0104'6.9 MILES NORTH ALONG MONTANA AVENUE AND U.S. HIGHWAY 91 FROM THE
 RX0104'STATE CAPITOL AT HELENA, LEWIS AND CLARK COUNTY, AND 49 FEET EAST OF
 RX0104'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 456 1936
 RX0104'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE APPARENT DESCRIBED
 RX0104'LOCATION IS ON THE BANK OF A CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0090 ***********************************************************************
 RX0090  DESIGNATION -  B 457
 RX0090  PID         -  RX0090
 RX0090  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0090  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0090
 RX0090                         *CURRENT SURVEY CONTROL
 RX0090  ___________________________________________________________________
 RX0090* NAD 83(1986)-  46 44 04.     (N)    112 01 11.     (W)     SCALED    
 RX0090* NAVD 88     -      1201.498  (meters)    3941.91   (feet)  ADJUSTED  
 RX0090  ___________________________________________________________________
 RX0090  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RX0090  DYNAMIC HT  -        1201.267 (meters)    3941.16  (feet)  COMP
 RX0090  MODELED GRAV-     980,380.6   (mgal)                       NAVD 88
 RX0090
 RX0090  VERT ORDER  -  FIRST     CLASS II
 RX0090
 RX0090.The horizontal coordinates were scaled from a topographic map and have
 RX0090.an estimated accuracy of +/- 6 seconds.
 RX0090
 RX0090.The orthometric height was determined by differential leveling
 RX0090.and adjusted by the National Geodetic Survey in June 1991..
 RX0090
 RX0090.The geoid height was determined by GEOID03.
 RX0090
 RX0090.The dynamic height is computed by dividing the NAVD 88
 RX0090.geopotential number by the normal gravity value computed on the
 RX0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0090.degrees latitude (g = 980.6199 gals.).
 RX0090
 RX0090.The modeled gravity was interpolated from observed gravity values.
 RX0090
 RX0090;                    North         East    Units  Estimated Accuracy
 RX0090;SPC MT       -   279,170.      407,560.      MT  (+/- 180 meters Scaled)
 RX0090
 RX0090                          SUPERSEDED SURVEY CONTROL
 RX0090
 RX0090  NGVD 29 (??/??/92) 1200.480  (m)         3938.57   (f) ADJ UNCH    1 2
 RX0090
 RX0090.Superseded values are not recommended for survey control.
 RX0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0090.See file dsdata.txt to determine how the superseded data were derived.
 RX0090
 RX0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS220761(NAD 83)
 RX0090_MARKER: DB = BENCH MARK DISK
 RX0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0090_STAMPING: B 457 1936
 RX0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0090+STABILITY: SURFACE MOTION
 RX0090
 RX0090  HISTORY     - Date     Condition        Report By
 RX0090  HISTORY     - 1936     MONUMENTED       CGS
 RX0090  HISTORY     - 1962     GOOD             NGS
 RX0090
 RX0090                          STATION DESCRIPTION
 RX0090
 RX0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0090'9.4 MI N FROM HELENA.
 RX0090'9.4 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0090'PACIFIC RAILROAD AT HELENA, 0.1 MILE NORTH OF THE JUNCTION OF A ROAD
 RX0090'WEST AND THE CROSSING OF A POWER LINE, ABOUT 125 YARDS NORTHEAST AND
 RX0090'ACROSS THE AVENUE FROM THE NORTHEAST CORNER OF A FRAME HOUSE, 49 1/2
 RX0090'FEET EAST OF THE CENTER LINE OF THE AVENUE, 49 1/2 FEET SOUTHEAST OF A
 RX0090'POST SUPPORTING HIGHWAY SIGNS, 1.0 FOOT WEST OF A FENCE, 1.4 FEET EAST
 RX0090'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE AVENUE AND IN THE
 RX0090'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0117 ***********************************************************************
 RX0117  DESIGNATION -  B 458
 RX0117  PID         -  RX0117
 RX0117  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0117  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0117
 RX0117                         *CURRENT SURVEY CONTROL
 RX0117  ___________________________________________________________________
 RX0117* NAD 83(1986)-  46 39 11.     (N)    112 01 36.     (W)     SCALED    
 RX0117* NAVD 88     -      1142.051  (meters)    3746.88   (feet)  ADJUSTED  
 RX0117  ___________________________________________________________________
 RX0117  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 RX0117  DYNAMIC HT  -        1141.827 (meters)    3746.14  (feet)  COMP
 RX0117  MODELED GRAV-     980,378.5   (mgal)                       NAVD 88
 RX0117
 RX0117  VERT ORDER  -  FIRST     CLASS II
 RX0117
 RX0117.The horizontal coordinates were scaled from a topographic map and have
 RX0117.an estimated accuracy of +/- 6 seconds.
 RX0117
 RX0117.The orthometric height was determined by differential leveling
 RX0117.and adjusted by the National Geodetic Survey in June 1991..
 RX0117
 RX0117.The geoid height was determined by GEOID03.
 RX0117
 RX0117.The dynamic height is computed by dividing the NAVD 88
 RX0117.geopotential number by the normal gravity value computed on the
 RX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0117.degrees latitude (g = 980.6199 gals.).
 RX0117
 RX0117.The modeled gravity was interpolated from observed gravity values.
 RX0117
 RX0117;                    North         East    Units  Estimated Accuracy
 RX0117;SPC MT       -   270,150.      406,740.      MT  (+/- 180 meters Scaled)
 RX0117
 RX0117                          SUPERSEDED SURVEY CONTROL
 RX0117
 RX0117  NGVD 29 (??/??/92) 1141.035  (m)         3743.55   (f) ADJ UNCH    1 2
 RX0117
 RX0117.Superseded values are not recommended for survey control.
 RX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0117.See file dsdata.txt to determine how the superseded data were derived.
 RX0117
 RX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS214671(NAD 83)
 RX0117_MARKER: DB = BENCH MARK DISK
 RX0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0117_STAMPING: B 458 1936
 RX0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0117+STABILITY: SURFACE MOTION
 RX0117
 RX0117  HISTORY     - Date     Condition        Report By
 RX0117  HISTORY     - 1936     MONUMENTED       CGS
 RX0117  HISTORY     - 1962     GOOD             NGS
 RX0117
 RX0117                          STATION DESCRIPTION
 RX0117
 RX0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0117'3.95 MI N FROM HELENA.
 RX0117'3.65 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0117'NORTHERN PACIFIC RAILROAD AT HELENA, THENCE 0.3 MILE WEST ALONG
 RX0117'FORESTVALE ROAD, 0.15 MILE EAST OF THE ENTRANCE TO THE ODD FELLOWS
 RX0117'CEMETERY, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 85 FEET
 RX0117'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE, 2.3 FEET NORTH
 RX0117'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 RX0117'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0038 ***********************************************************************
 QU0038  DESIGNATION -  B 46 RESET
 QU0038  PID         -  QU0038
 QU0038  STATE/COUNTY-  MT/CARTER
 QU0038  USGS QUAD   -  BOYES (1982)
 QU0038
 QU0038                         *CURRENT SURVEY CONTROL
 QU0038  ___________________________________________________________________
 QU0038* NAD 83(1986)-  45 15 31.     (N)    105 00 33.     (W)     SCALED    
 QU0038* NAVD 88     -      1036.949  (meters)    3402.06   (feet)  ADJUSTED  
 QU0038  ___________________________________________________________________
 QU0038  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 QU0038  DYNAMIC HT  -        1036.711 (meters)    3401.28  (feet)  COMP
 QU0038  MODELED GRAV-     980,351.0   (mgal)                       NAVD 88
 QU0038
 QU0038  VERT ORDER  -  FIRST     CLASS II
 QU0038
 QU0038.The horizontal coordinates were scaled from a topographic map and have
 QU0038.an estimated accuracy of +/- 6 seconds.
 QU0038
 QU0038.The orthometric height was determined by differential leveling
 QU0038.and adjusted by the National Geodetic Survey in July 1998..
 QU0038
 QU0038.The geoid height was determined by GEOID03.
 QU0038
 QU0038.The dynamic height is computed by dividing the NAVD 88
 QU0038.geopotential number by the normal gravity value computed on the
 QU0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0038.degrees latitude (g = 980.6199 gals.).
 QU0038
 QU0038.The modeled gravity was interpolated from observed gravity values.
 QU0038
 QU0038;                    North         East    Units  Estimated Accuracy
 QU0038;SPC MT       -   122,200.      952,250.      MT  (+/- 180 meters Scaled)
 QU0038
 QU0038                          SUPERSEDED SURVEY CONTROL
 QU0038
 QU0038  NAVD 88 (03/30/06) 1036.929  (m)         3401.99   (f) UNKNOWN     3 0
 QU0038
 QU0038.Superseded values are not recommended for survey control.
 QU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0038.See file dsdata.txt to determine how the superseded data were derived.
 QU0038
 QU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL992116(NAD 83)
 QU0038_MARKER: DB = BENCH MARK DISK
 QU0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0038_STAMPING: B 46 RESET 1954
 QU0038_MARK LOGO: CGS   
 QU0038_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0038+STABILITY: SURFACE MOTION
 QU0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0038+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 QU0038
 QU0038  HISTORY     - Date     Condition        Report By
 QU0038  HISTORY     - 1954     MONUMENTED       CGS
 QU0038  HISTORY     - 19950928 GOOD             NGS
 QU0038
 QU0038                          STATION DESCRIPTION
 QU0038
 QU0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QU0038'23.8 MI SE FROM BROADUS.
 QU0038'IN CARTER COUNTY, 23.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 212
 QU0038'FROM BROADUS, POWDER RIVER COUNTY, 1.2 MILES EAST OF BOYES, 600
 QU0038'FEET SOUTHEAST OF A WINDMILL, 600 FEET NORTHWEST OF MONTANA
 QU0038'HIGHWAY DEPARTMENT MAINTENANCE SHEDS, 250 FEET EAST OF A FENCE
 QU0038'JOG, 102 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1
 QU0038'FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QU0038'B 46 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST.
 QU0038
 QU0038                          STATION RECOVERY (1995)
 QU0038
 QU0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0038'2.0 KM (1.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QU0038'OFFICE IN BOYES, 190.6 M (625.3 FT) NORTHWEST OF THE STATE MAINTENANCE
 QU0038'SHOP (BOYES SECTION), 31.5 M (103.3 FT) NORTHEAST OF THE HIGHWAY
 QU0038'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 QU0038'FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 QU0038'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0312 ***********************************************************************
 RW0312  DESIGNATION -  B 460
 RW0312  PID         -  RW0312
 RW0312  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0312  USGS QUAD   -  EAST HELENA (1985)
 RW0312
 RW0312                         *CURRENT SURVEY CONTROL
 RW0312  ___________________________________________________________________
 RW0312* NAD 83(1986)-  46 35 37.     (N)    111 54 52.     (W)     SCALED    
 RW0312* NAVD 88     -      1180.618  (meters)    3873.41   (feet)  ADJUSTED  
 RW0312  ___________________________________________________________________
 RW0312  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 RW0312  DYNAMIC HT  -        1180.359 (meters)    3872.56  (feet)  COMP
 RW0312  MODELED GRAV-     980,355.3   (mgal)                       NAVD 88
 RW0312
 RW0312  VERT ORDER  -  FIRST     CLASS II
 RW0312
 RW0312.The horizontal coordinates were scaled from a topographic map and have
 RW0312.an estimated accuracy of +/- 6 seconds.
 RW0312
 RW0312.The orthometric height was determined by differential leveling
 RW0312.and adjusted by the National Geodetic Survey in June 1991..
 RW0312
 RW0312.The geoid height was determined by GEOID03.
 RW0312
 RW0312.The dynamic height is computed by dividing the NAVD 88
 RW0312.geopotential number by the normal gravity value computed on the
 RW0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0312.degrees latitude (g = 980.6199 gals.).
 RW0312
 RW0312.The modeled gravity was interpolated from observed gravity values.
 RW0312
 RW0312;                    North         East    Units  Estimated Accuracy
 RW0312;SPC MT       -   263,280.      415,120.      MT  (+/- 180 meters Scaled)
 RW0312
 RW0312                          SUPERSEDED SURVEY CONTROL
 RW0312
 RW0312  NGVD 29 (??/??/92) 1179.57   (m)         3870.0    (f) COMPUTED    1 2
 RW0312
 RW0312.Superseded values are not recommended for survey control.
 RW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0312.See file dsdata.txt to determine how the superseded data were derived.
 RW0312
 RW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299604(NAD 83)
 RW0312_MARKER: DB = BENCH MARK DISK
 RW0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0312_STAMPING: B 460 1936
 RW0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0312+STABILITY: SURFACE MOTION
 RW0312
 RW0312  HISTORY     - Date     Condition        Report By
 RW0312  HISTORY     - 1936     MONUMENTED       CGS
 RW0312  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0312
 RW0312                          STATION DESCRIPTION
 RW0312
 RW0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0312'IN EAST HELENA.
 RW0312'0.3 MILE NORTH ALONG THE LAKE HELENA ROAD (MONTANA AVENUE EXTENDED)
 RW0312'FROM THE GRADE SCHOOL BUILDING AT EAST HELENA, LEWIS AND CLARK COUNTY,
 RW0312'ABOUT 120 YARDS NORTH OF BENCH MARK A 460, DESCRIBED ABOVE, AND 39
 RW0312'FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B
 RW0312'460 1936 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 RW0312'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0337 ***********************************************************************
 RW0337  DESIGNATION -  B 461
 RW0337  PID         -  RW0337
 RW0337  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0337  USGS QUAD   -  EAST HELENA (1985)
 RW0337
 RW0337                         *CURRENT SURVEY CONTROL
 RW0337  ___________________________________________________________________
 RW0337* NAD 83(1986)-  46 37 08.     (N)    111 54 53.     (W)     SCALED    
 RW0337* NAVD 88     -      1156.635  (meters)    3794.73   (feet)  ADJUSTED  
 RW0337  ___________________________________________________________________
 RW0337  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RW0337  DYNAMIC HT  -        1156.387 (meters)    3793.91  (feet)  COMP
 RW0337  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 RW0337
 RW0337  VERT ORDER  -  FIRST     CLASS II
 RW0337
 RW0337.The horizontal coordinates were scaled from a topographic map and have
 RW0337.an estimated accuracy of +/- 6 seconds.
 RW0337
 RW0337.The orthometric height was determined by differential leveling
 RW0337.and adjusted by the National Geodetic Survey in June 1991..
 RW0337
 RW0337.The geoid height was determined by GEOID03.
 RW0337
 RW0337.The dynamic height is computed by dividing the NAVD 88
 RW0337.geopotential number by the normal gravity value computed on the
 RW0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0337.degrees latitude (g = 980.6199 gals.).
 RW0337
 RW0337.The modeled gravity was interpolated from observed gravity values.
 RW0337
 RW0337;                    North         East    Units  Estimated Accuracy
 RW0337;SPC MT       -   266,090.      415,180.      MT  (+/- 180 meters Scaled)
 RW0337
 RW0337                          SUPERSEDED SURVEY CONTROL
 RW0337
 RW0337  NGVD 29 (??/??/92) 1155.594  (m)         3791.31   (f) ADJ UNCH    1 2
 RW0337
 RW0337.Superseded values are not recommended for survey control.
 RW0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0337.See file dsdata.txt to determine how the superseded data were derived.
 RW0337
 RW0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299632(NAD 83)
 RW0337_MARKER: DB = BENCH MARK DISK
 RW0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0337_STAMPING: B 461 1936
 RW0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0337+STABILITY: SURFACE MOTION
 RW0337
 RW0337  HISTORY     - Date     Condition        Report By
 RW0337  HISTORY     - 1936     MONUMENTED       CGS
 RW0337  HISTORY     - 1962     GOOD             NGS
 RW0337
 RW0337                          STATION DESCRIPTION
 RW0337
 RW0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0337'1.85 MI N FROM EAST HELENA.
 RW0337'1.85 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0337'THE GRADE SCHOOL AT EAST HELENA, ON THE TOP OF A SMALL KNOLL, NEAR A
 RW0337'SMALL PILE OF ROCKS, 35 FEET WEST OF THE CENTER LINE OF THE ROAD, 88
 RW0337'FEET NORTH OF THE NORTH ONE OF TWO BRACE FENCE POST, 7.0 FEET EAST OF
 RW0337'A FENCE, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 RW0337'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0362 ***********************************************************************
 RW0362  DESIGNATION -  B 462
 RW0362  PID         -  RW0362
 RW0362  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0362  USGS QUAD   -  HAUSER LAKE (1972)
 RW0362
 RW0362                         *CURRENT SURVEY CONTROL
 RW0362  ___________________________________________________________________
 RW0362* NAD 83(1986)-  46 39 15.     (N)    111 52 11.     (W)     SCALED    
 RW0362* NAVD 88     -      1171.715  (meters)    3844.20   (feet)  ADJUSTED  
 RW0362  ___________________________________________________________________
 RW0362  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RW0362  DYNAMIC HT  -        1171.479 (meters)    3843.43  (feet)  COMP
 RW0362  MODELED GRAV-     980,372.5   (mgal)                       NAVD 88
 RW0362
 RW0362  VERT ORDER  -  FIRST     CLASS II
 RW0362
 RW0362.The horizontal coordinates were scaled from a topographic map and have
 RW0362.an estimated accuracy of +/- 6 seconds.
 RW0362
 RW0362.The orthometric height was determined by differential leveling
 RW0362.and adjusted by the National Geodetic Survey in June 1991..
 RW0362
 RW0362.The geoid height was determined by GEOID03.
 RW0362
 RW0362.The dynamic height is computed by dividing the NAVD 88
 RW0362.geopotential number by the normal gravity value computed on the
 RW0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0362.degrees latitude (g = 980.6199 gals.).
 RW0362
 RW0362.The modeled gravity was interpolated from observed gravity values.
 RW0362
 RW0362;                    North         East    Units  Estimated Accuracy
 RW0362;SPC MT       -   269,900.      418,740.      MT  (+/- 180 meters Scaled)
 RW0362
 RW0362                          SUPERSEDED SURVEY CONTROL
 RW0362
 RW0362  NGVD 29 (??/??/92) 1170.68   (m)         3840.8    (f) COMPUTED    1 2
 RW0362
 RW0362.Superseded values are not recommended for survey control.
 RW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0362.See file dsdata.txt to determine how the superseded data were derived.
 RW0362
 RW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS334671(NAD 83)
 RW0362_MARKER: DB = BENCH MARK DISK
 RW0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0362_STAMPING: B 462 1936
 RW0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0362+STABILITY: SURFACE MOTION
 RW0362
 RW0362  HISTORY     - Date     Condition        Report By
 RW0362  HISTORY     - 1936     MONUMENTED       CGS
 RW0362  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0362
 RW0362                          STATION DESCRIPTION
 RW0362
 RW0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0362'5.7 MI NE FROM EAST HELENA.
 RW0362'5.7 MILES NORTHEAST OF THE GRADE SCHOOL BUILDING AT EAST HELENA LEWIS
 RW0362'AND CLARK COUNTY, 1.4 MILES NORTHEAST ALONG THE EAST HELENA-YORK ROAD
 RW0362'FROM THE CROSSING OF THE EAST ROAD LEADING FROM EAST HELENA, TO LAKE
 RW0362'HELENA, ABOUT 260 YARDS NORTH OF BENCH MARK A 462, DESCRIBED ABOVE, 31
 RW0362'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTHWEST OF
 RW0362'A FENCE.  A STANDARD DISK, STAMPED B 462 1936 AND SET IN THE TOP OF A
 RW0362'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0390 ***********************************************************************
 RW0390  DESIGNATION -  B 463
 RW0390  PID         -  RW0390
 RW0390  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0390  USGS QUAD   -  HAUSER LAKE (1972)
 RW0390
 RW0390                         *CURRENT SURVEY CONTROL
 RW0390  ___________________________________________________________________
 RW0390* NAD 83(1986)-  46 41 26.     (N)    111 49 15.     (W)     SCALED    
 RW0390* NAVD 88     -      1126.533  (meters)    3695.97   (feet)  ADJUSTED  
 RW0390  ___________________________________________________________________
 RW0390  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 RW0390  DYNAMIC HT  -        1126.329 (meters)    3695.30  (feet)  COMP
 RW0390  MODELED GRAV-     980,394.3   (mgal)                       NAVD 88
 RW0390
 RW0390  VERT ORDER  -  FIRST     CLASS II
 RW0390
 RW0390.The horizontal coordinates were scaled from a topographic map and have
 RW0390.an estimated accuracy of +/- 6 seconds.
 RW0390
 RW0390.The orthometric height was determined by differential leveling
 RW0390.and adjusted by the National Geodetic Survey in June 1991..
 RW0390.WARNING-Repeat measurements at this control monument indicate possible
 RW0390.vertical movement.
 RW0390
 RW0390.The geoid height was determined by GEOID03.
 RW0390
 RW0390.The dynamic height is computed by dividing the NAVD 88
 RW0390.geopotential number by the normal gravity value computed on the
 RW0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0390.degrees latitude (g = 980.6199 gals.).
 RW0390
 RW0390.The modeled gravity was interpolated from observed gravity values.
 RW0390
 RW0390;                    North         East    Units  Estimated Accuracy
 RW0390;SPC MT       -   273,830.      422,600.      MT  (+/- 180 meters Scaled)
 RW0390
 RW0390                          SUPERSEDED SURVEY CONTROL
 RW0390
 RW0390  NGVD 29 (??/??/92) 1125.529  (m)         3692.67   (f) ADJ UNCH    1 2
 RW0390
 RW0390.Superseded values are not recommended for survey control.
 RW0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0390.See file dsdata.txt to determine how the superseded data were derived.
 RW0390
 RW0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS372711(NAD 83)
 RW0390_MARKER: DB = BENCH MARK DISK
 RW0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0390_STAMPING: B 463 1936
 RW0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0390+STABILITY: SURFACE MOTION
 RW0390
 RW0390  HISTORY     - Date     Condition        Report By
 RW0390  HISTORY     - 1936     MONUMENTED       CGS
 RW0390  HISTORY     - 1962     GOOD             NGS
 RW0390
 RW0390                          STATION DESCRIPTION
 RW0390
 RW0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0390'5.8 MI SW FROM YORK.
 RW0390'5.8 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK, AT
 RW0390'THE SOUTHWEST END OF A CUT, 62 FEET NORTHWEST OF THE CENTER LINE OF
 RW0390'THE ROAD, 4 FEET SOUTHWEST OF THE CENTER OF A SMALL LONE BOULDER, 1.2
 RW0390'FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD,
 RW0390'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0424 ***********************************************************************
 RW0424  DESIGNATION -  B 464
 RW0424  PID         -  RW0424
 RW0424  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0424  USGS QUAD   -  HAUSER LAKE (1972)
 RW0424
 RW0424                         *CURRENT SURVEY CONTROL
 RW0424  ___________________________________________________________________
 RW0424* NAD 83(1986)-  46 42 38.     (N)    111 48 01.     (W)     SCALED    
 RW0424* NAVD 88     -      1122.888  (meters)    3684.01   (feet)  ADJUSTED  
 RW0424  ___________________________________________________________________
 RW0424  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 RW0424  DYNAMIC HT  -        1122.678 (meters)    3683.32  (feet)  COMP
 RW0424  MODELED GRAV-     980,389.5   (mgal)                       NAVD 88
 RW0424
 RW0424  VERT ORDER  -  FIRST     CLASS II
 RW0424
 RW0424.The horizontal coordinates were scaled from a topographic map and have
 RW0424.an estimated accuracy of +/- 6 seconds.
 RW0424
 RW0424.The orthometric height was determined by differential leveling
 RW0424.and adjusted by the National Geodetic Survey in June 1991..
 RW0424.WARNING-Repeat measurements at this control monument indicate possible
 RW0424.vertical movement.
 RW0424
 RW0424.The geoid height was determined by GEOID03.
 RW0424
 RW0424.The dynamic height is computed by dividing the NAVD 88
 RW0424.geopotential number by the normal gravity value computed on the
 RW0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0424.degrees latitude (g = 980.6199 gals.).
 RW0424
 RW0424.The modeled gravity was interpolated from observed gravity values.
 RW0424
 RW0424;                    North         East    Units  Estimated Accuracy
 RW0424;SPC MT       -   276,000.      424,240.      MT  (+/- 180 meters Scaled)
 RW0424
 RW0424                          SUPERSEDED SURVEY CONTROL
 RW0424
 RW0424  NGVD 29 (??/??/92) 1121.874  (m)         3680.68   (f) ADJ UNCH    1 2
 RW0424
 RW0424.Superseded values are not recommended for survey control.
 RW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0424.See file dsdata.txt to determine how the superseded data were derived.
 RW0424
 RW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS388733(NAD 83)
 RW0424_MARKER: DB = BENCH MARK DISK
 RW0424_SETTING: 66 = SET IN ROCK OUTCROP
 RW0424_SP_SET: OUTCROP
 RW0424_STAMPING: B 464 1936
 RW0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0424+STABILITY: POSITION/ELEVATION WELL
 RW0424
 RW0424  HISTORY     - Date     Condition        Report By
 RW0424  HISTORY     - 1936     MONUMENTED       CGS
 RW0424  HISTORY     - 1962     GOOD             NGS
 RW0424
 RW0424                          STATION DESCRIPTION
 RW0424
 RW0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0424'2.95 MI SW FROM YORK.
 RW0424'2.95 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK, AT
 RW0424'THE WEST SIDE OF THE MOUTH OF THE FIRST RAVINE NORTHEAST OF A BRIDGE
 RW0424'OVER MISSOURI RIVER, 63 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 RW0424'ROAD, 48 FEET WEST-NORTHWEST OF A LONE 12-INCH PINE TREE AT THE CENTER
 RW0424'OF AN OUTCROP, SET VERTICALLY IN THE WEST FACE OF A MASSIVE OUTCROP,
 RW0424'ABOUT 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 20 FEET HIGHER THAN THE
 RW0424'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0204 ***********************************************************************
 RX0204  DESIGNATION -  B 465
 RX0204  PID         -  RX0204
 RX0204  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0204  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0204
 RX0204                         *CURRENT SURVEY CONTROL
 RX0204  ___________________________________________________________________
 RX0204* NAD 83(1986)-  46 38 42.     (N)    112 04 10.     (W)     SCALED    
 RX0204* NAVD 88     -      1203.660  (meters)    3949.01   (feet)  ADJUSTED  
 RX0204  ___________________________________________________________________
 RX0204  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0204  DYNAMIC HT  -        1203.406 (meters)    3948.17  (feet)  COMP
 RX0204  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 RX0204
 RX0204  VERT ORDER  -  FIRST     CLASS II
 RX0204
 RX0204.The horizontal coordinates were scaled from a topographic map and have
 RX0204.an estimated accuracy of +/- 6 seconds.
 RX0204
 RX0204.The orthometric height was determined by differential leveling
 RX0204.and adjusted by the National Geodetic Survey in June 1991..
 RX0204
 RX0204.The geoid height was determined by GEOID03.
 RX0204
 RX0204.The dynamic height is computed by dividing the NAVD 88
 RX0204.geopotential number by the normal gravity value computed on the
 RX0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0204.degrees latitude (g = 980.6199 gals.).
 RX0204
 RX0204.The modeled gravity was interpolated from observed gravity values.
 RX0204
 RX0204;                    North         East    Units  Estimated Accuracy
 RX0204;SPC MT       -   269,360.      403,440.      MT  (+/- 180 meters Scaled)
 RX0204
 RX0204                          SUPERSEDED SURVEY CONTROL
 RX0204
 RX0204  NGVD 29 (??/??/92) 1202.625  (m)         3945.61   (f) ADJ UNCH    1 2
 RX0204
 RX0204.Superseded values are not recommended for survey control.
 RX0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0204.See file dsdata.txt to determine how the superseded data were derived.
 RX0204
 RX0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS181662(NAD 83)
 RX0204_MARKER: DB = BENCH MARK DISK
 RX0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0204_STAMPING: B 465 1936
 RX0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0204+STABILITY: SURFACE MOTION
 RX0204
 RX0204  HISTORY     - Date     Condition        Report By
 RX0204  HISTORY     - 1936     MONUMENTED       CGS
 RX0204  HISTORY     - 1962     GOOD             NGS
 RX0204
 RX0204                          STATION DESCRIPTION
 RX0204
 RX0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0204'2.75 MI N FROM HELENA.
 RX0204'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0204'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 0.75 MILES WEST ALONG A
 RX0204'COUNTY ROAD, 0.75 MILE WEST VIA COUNTY ROAD FROM BENCH MARK J 464,
 RX0204'0.15 MILE WEST-NORTHWEST ACROSS COUNTRY FROM BENCH MARK Z 464, AT THE
 RX0204'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO A MINE, 33 FEET SOUTH OF
 RX0204'THE CENTER LINE OF THE ROAD, 31 FEET NORTHWEST OF THE DIRT ROAD, 52
 RX0204'FEET SOUTH OF AND ACROSS THE ROAD FROM A FENCE, 1.0 FOOT NORTH OF A
 RX0204'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RX0204'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0228 ***********************************************************************
 RX0228  DESIGNATION -  B 466
 RX0228  PID         -  RX0228
 RX0228  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0228  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0228
 RX0228                         *CURRENT SURVEY CONTROL
 RX0228  ___________________________________________________________________
 RX0228* NAD 83(1986)-  46 37 51.     (N)    112 05 28.     (W)     SCALED    
 RX0228* NAVD 88     -      1199.032  (meters)    3933.82   (feet)  ADJUSTED  
 RX0228  ___________________________________________________________________
 RX0228  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0228  DYNAMIC HT  -        1198.774 (meters)    3932.98  (feet)  COMP
 RX0228  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 RX0228
 RX0228  VERT ORDER  -  FIRST     CLASS II
 RX0228
 RX0228.The horizontal coordinates were scaled from a topographic map and have
 RX0228.an estimated accuracy of +/- 6 seconds.
 RX0228
 RX0228.The orthometric height was determined by differential leveling
 RX0228.and adjusted by the National Geodetic Survey in June 1991..
 RX0228.WARNING-Repeat measurements at this control monument indicate possible
 RX0228.vertical movement.
 RX0228
 RX0228.The geoid height was determined by GEOID03.
 RX0228
 RX0228.The dynamic height is computed by dividing the NAVD 88
 RX0228.geopotential number by the normal gravity value computed on the
 RX0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0228.degrees latitude (g = 980.6199 gals.).
 RX0228
 RX0228.The modeled gravity was interpolated from observed gravity values.
 RX0228
 RX0228;                    North         East    Units  Estimated Accuracy
 RX0228;SPC MT       -   267,840.      401,730.      MT  (+/- 180 meters Scaled)
 RX0228
 RX0228                          SUPERSEDED SURVEY CONTROL
 RX0228
 RX0228  NGVD 29 (??/??/92) 1197.990  (m)         3930.41   (f) ADJ UNCH    1 2
 RX0228
 RX0228.Superseded values are not recommended for survey control.
 RX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0228.See file dsdata.txt to determine how the superseded data were derived.
 RX0228
 RX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS164647(NAD 83)
 RX0228_MARKER: DB = BENCH MARK DISK
 RX0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0228_STAMPING: B 466 1936
 RX0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0228+STABILITY: SURFACE MOTION
 RX0228
 RX0228  HISTORY     - Date     Condition        Report By
 RX0228  HISTORY     - 1936     MONUMENTED       CGS
 RX0228  HISTORY     - 1962     GOOD             NGS
 RX0228
 RX0228                          STATION DESCRIPTION
 RX0228
 RX0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0228'4.85 MI NW FROM HELENA.
 RX0228'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0228'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 1.55 MILES WEST ALONG A
 RX0228'COUNTY ROAD, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.3
 RX0228'MILE WEST ALONG A FENCE LINE, 185 YARDS WEST OF BENCH MARK A 466, 63
 RX0228'FEET EAST OF THE EAST END OF A GATE, 1.0 FOOT NORTH OF A FENCE, AND
 RX0228'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 RX0228'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0252 ***********************************************************************
 RX0252  DESIGNATION -  B 467
 RX0252  PID         -  RX0252
 RX0252  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0252  USGS QUAD   -  HELENA (1985)
 RX0252
 RX0252                         *CURRENT SURVEY CONTROL
 RX0252  ___________________________________________________________________
 RX0252* NAD 83(1986)-  46 36 57.     (N)    112 06 58.     (W)     SCALED    
 RX0252* NAVD 88     -      1248.046  (meters)    4094.63   (feet)  ADJUSTED  
 RX0252  ___________________________________________________________________
 RX0252  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0252  DYNAMIC HT  -        1247.772 (meters)    4093.73  (feet)  COMP
 RX0252  MODELED GRAV-     980,351.7   (mgal)                       NAVD 88
 RX0252
 RX0252  VERT ORDER  -  FIRST     CLASS II
 RX0252
 RX0252.The horizontal coordinates were scaled from a topographic map and have
 RX0252.an estimated accuracy of +/- 6 seconds.
 RX0252
 RX0252.The orthometric height was determined by differential leveling
 RX0252.and adjusted by the National Geodetic Survey in June 1991..
 RX0252
 RX0252.The geoid height was determined by GEOID03.
 RX0252
 RX0252.The dynamic height is computed by dividing the NAVD 88
 RX0252.geopotential number by the normal gravity value computed on the
 RX0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0252.degrees latitude (g = 980.6199 gals.).
 RX0252
 RX0252.The modeled gravity was interpolated from observed gravity values.
 RX0252
 RX0252;                    North         East    Units  Estimated Accuracy
 RX0252;SPC MT       -   266,240.      399,760.      MT  (+/- 180 meters Scaled)
 RX0252
 RX0252                          SUPERSEDED SURVEY CONTROL
 RX0252
 RX0252  NGVD 29 (??/??/92) 1247.000  (m)         4091.20   (f) ADJ UNCH    1 2
 RX0252
 RX0252.Superseded values are not recommended for survey control.
 RX0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0252.See file dsdata.txt to determine how the superseded data were derived.
 RX0252
 RX0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS145630(NAD 83)
 RX0252_MARKER: DB = BENCH MARK DISK
 RX0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0252_STAMPING: B 467 1936
 RX0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0252+STABILITY: SURFACE MOTION
 RX0252
 RX0252  HISTORY     - Date     Condition        Report By
 RX0252  HISTORY     - 1936     MONUMENTED       CGS
 RX0252  HISTORY     - 1962     GOOD             NGS
 RX0252
 RX0252                          STATION DESCRIPTION
 RX0252
 RX0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0252'1.0 MI S FROM FORT HARRISON.
 RX0252'1.0 MILE SOUTH ALONG THE WEST BOUNDARY FENCE AND A TRACK ROAD FROM THE
 RX0252'NORTHWEST CORNER FENCE BOUNDARY AT FORT HARRISON, 360 YARDS SOUTH OF
 RX0252'BENCH MARK A 467, AT A FENCE CORNER, 2.0 FEET NORTH OF A FENCE, 1.5
 RX0252'FEET WEST OF THE FENCE, 3.0 FEET NORTHWEST OF A FENCE CORNER POST, AND
 RX0252'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 RX0252'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0014 ***********************************************************************
 RX0014  DESIGNATION -  B 468
 RX0014  PID         -  RX0014
 RX0014  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0014  USGS QUAD   -  HELENA (1985)
 RX0014
 RX0014                         *CURRENT SURVEY CONTROL
 RX0014  ___________________________________________________________________
 RX0014* NAD 83(1999)-  46 36 36.80942(N)    112 03 25.68278(W)     ADJUSTED  
 RX0014* NAVD 88     -      1196.318  (meters)    3924.92   (feet)  ADJUSTED  
 RX0014  ___________________________________________________________________
 RX0014  X           -  -1,648,614.568 (meters)                     COMP
 RX0014  Y           -  -4,068,778.115 (meters)                     COMP
 RX0014  Z           -   4,612,965.987 (meters)                     COMP
 RX0014  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 RX0014  ELLIP HEIGHT-        1183.23  (meters)          (05/11/01) GPS OBS
 RX0014  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0014  DYNAMIC HT  -        1196.078 (meters)    3924.13  (feet)  COMP
 RX0014  MODELED GRAV-     980,372.5   (mgal)                       NAVD 88
 RX0014
 RX0014  HORZ ORDER  -  FIRST
 RX0014  VERT ORDER  -  FIRST     CLASS II
 RX0014  ELLP ORDER  -  FOURTH    CLASS I
 RX0014
 RX0014.The horizontal coordinates were established by GPS observations
 RX0014.and adjusted by the National Geodetic Survey in May 2001..
 RX0014.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RX0014.DATUM ITEM on the data sheet items page.
 RX0014
 RX0014.The orthometric height was determined by differential leveling
 RX0014.and adjusted by the National Geodetic Survey in June 1991..
 RX0014.WARNING-Repeat measurements at this control monument indicate possible
 RX0014.vertical movement.
 RX0014
 RX0014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RX0014
 RX0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0014
 RX0014.The ellipsoidal height was determined by GPS observations
 RX0014.and is referenced to NAD 83.
 RX0014
 RX0014.The geoid height was determined by GEOID03.
 RX0014
 RX0014.The dynamic height is computed by dividing the NAVD 88
 RX0014.geopotential number by the normal gravity value computed on the
 RX0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0014.degrees latitude (g = 980.6199 gals.).
 RX0014
 RX0014.The modeled gravity was interpolated from observed gravity values.
 RX0014
 RX0014;                    North         East     Units Scale Factor Converg.
 RX0014;SPC MT       -   265,468.792   404,253.742   MT  0.99941715   -1 52 14.0
 RX0014;SPC MT       -   870,960.60  1,326,291.80   iFT  0.99941715   -1 52 14.0
 RX0014;UTM  12      - 5,162,394.017   419,048.425   MT  0.99968055   -0 46 05.7
 RX0014
 RX0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0014!SPC MT       -   0.99981455  x   0.99941715  =   0.99923181
 RX0014!UTM  12      -   0.99981455  x   0.99968055  =   0.99949516
 RX0014
 RX0014                          SUPERSEDED SURVEY CONTROL
 RX0014
 RX0014  NAD 83(1992)-  46 36 36.80799(N)    112 03 25.68333(W) AD(       ) 1
 RX0014  ELLIP H (12/09/96) 1183.32   (m)                       GP(       ) 4 2
 RX0014  NAVD 88 (12/09/96) 1196.32   (m)         3924.9    (f) LEVELING    3  
 RX0014  NGVD 29 (??/??/92) 1195.298  (m)         3921.57   (f) ADJ UNCH    1 2
 RX0014
 RX0014.Superseded values are not recommended for survey control.
 RX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0014.See file dsdata.txt to determine how the superseded data were derived.
 RX0014
 RX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1904862394(NAD 83)
 RX0014_MARKER: DB = BENCH MARK DISK
 RX0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0014_STAMPING: B 468 1936
 RX0014_MARK LOGO: CGS   
 RX0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0014+STABILITY: SURFACE MOTION
 RX0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0014+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 RX0014
 RX0014  HISTORY     - Date     Condition        Report By
 RX0014  HISTORY     - 1936     MONUMENTED       CGS
 RX0014  HISTORY     - 1962     GOOD             NGS
 RX0014  HISTORY     - 19960731 GOOD             MTDOT
 RX0014  HISTORY     - 19960807 GOOD             MTDOT
 RX0014
 RX0014                          STATION DESCRIPTION
 RX0014
 RX0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0014'0.85 MI NW FROM HELENA.
 RX0014'0.85 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0014'OF BENTON AVENUE AT HELENA, 70 FEET SOUTHEAST OF THE SIXTH POLE
 RX0014'EAST-SOUTHEAST OF MILEPOLE 212, 10 1/2 POLES WEST-NORTHWEST OF BENCH
 RX0014'MARK C 468, 61.5 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 64 FEET
 RX0014'SOUTHWEST OF THE CROSSING OF THE NORTHERN PACIFIC RAILWAY SPUR TRACK,
 RX0014'1.4 FEET SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 RX0014'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 RX0014'FOOT ABOVE THE GROUND.
 RX0014
 RX0014                          STATION RECOVERY (1996)
 RX0014
 RX0014'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RX0014'LOCATED IN THE NORTHWEST SECTION OF HELENA, ABOUT 06 MI (9.7 KM) SOUTH
 RX0014'OF THE STATE FAIRGROUNDS AND ALONG A GRAVEL STREET THAT WAS THE OLD
 RX0014'RAILROAD TRACKS, 0.2 MI (0.3 KM) SOUTH ALONG HENDERSON STREET TO BRADY
 RX0014'STREET, 0.35 MI (0.56 KM) WEST ON BRADY STREET TO JOSLYN STREET, 0.05
 RX0014'MI (0.08 KM) SOUTH ALONG JOSLYN STREET TO A RAILROAD TRACKS, 0.1 MI
 RX0014'(0.2 KM) SOUTH TO A GRAVEL STREET LEFT, 0.25 MI (0.40 KM) EAST ALONG A
 RX0014'GRAVEL STREET THAT WAS A RAILROAD BED TO THE STATION ON THE RIGHT,
 RX0014'63.0 FT (19.2 M) SOUTH OF THE CENTER OF THE ROAD, 2.0 FT (0.6 M) NORTH
 RX0014'OF A TELEPHONE CABLE LINE AND 1.4 FT (0.4 M) SOUTH-SOUTHWEST OF 2
 RX0014'WITNESS POSTS DRIVEN NEXT TO ONE ANOTHER.
 RX0014
 RX0014                          STATION RECOVERY (1996)
 RX0014
 RX0014'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RX0014'LOCATED ON THE NORTHWEST SIDE OF HELENA, ABOUT 0.6 MI (1.0 KM) SOUTH
 RX0014'OF THE LEWIS AND CLARK COUNTY FAIRGROUNDS AND ALONG A GRAVEL STREET
 RX0014'THAT WAS THE OLD NORTHERN PACIFIC TRACKS, FROM THE LEWIS AND CLARK
 RX0014'FAIRGROUNDS AT THE INTERSECTION OF CUSTER AVENUE AND HENDERSON STREET,
 RX0014'GO SOUTH ON HENDERSON FOR 0.2 MI (0.3 KM) TO BRADY STREET, TURN RIGHT
 RX0014'AND GO WEST ON BRADY FOR 0.35 MI (0.56 KM) TO THE JUNCTION WITH JOSLYN
 RX0014'STREET, TURN LEFT AND GO SOUTH ON JOSLYN FOR 0.05 MI, (0.08 KM)
 RX0014'CROSSING A RAILROAD TRACK AND CONTINUE SOUTH FOR 0.1 MI (0.2 KM) TO A
 RX0014'GRAVEL STREET ON THE LEFT THAT WAS THE OLD TRACKS, TURN LEFT AND GO
 RX0014'EAST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT, 63.0 FT (19.2
 RX0014'M) SOUTH OF THE CENTER OF THE ROAD, 2.0 FT (0.6 M) NORTH OF A
 RX0014'TELEPHONE CABLE LINE AND 1.4 FT (0.4 M) SOUTH-SOUTHWEST OF 2 WITNESS
 RX0014'POST DRIVEN NEXT TO ONE ANOTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0085 ***********************************************************************
 QW0085  DESIGNATION -  B 47
 QW0085  PID         -  QW0085
 QW0085  STATE/COUNTY-  MT/CARBON
 QW0085  USGS QUAD   -  WARREN (1969)
 QW0085
 QW0085                         *CURRENT SURVEY CONTROL
 QW0085  ___________________________________________________________________
 QW0085* NAD 83(1986)-  45 01 48.     (N)    108 38 34.     (W)     SCALED    
 QW0085* NAVD 88     -      1325.028  (meters)    4347.20   (feet)  ADJUSTED  
 QW0085  ___________________________________________________________________
 QW0085  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 QW0085  DYNAMIC HT  -        1324.525 (meters)    4345.55  (feet)  COMP
 QW0085  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 QW0085
 QW0085  VERT ORDER  -  FIRST     CLASS II
 QW0085
 QW0085.The horizontal coordinates were scaled from a topographic map and have
 QW0085.an estimated accuracy of +/- 6 seconds.
 QW0085
 QW0085.The orthometric height was determined by differential leveling
 QW0085.and adjusted by the National Geodetic Survey in June 1991..
 QW0085
 QW0085.The geoid height was determined by GEOID03.
 QW0085
 QW0085.The dynamic height is computed by dividing the NAVD 88
 QW0085.geopotential number by the normal gravity value computed on the
 QW0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0085.degrees latitude (g = 980.6199 gals.).
 QW0085
 QW0085.The modeled gravity was interpolated from observed gravity values.
 QW0085
 QW0085;                    North         East    Units  Estimated Accuracy
 QW0085;SPC MT       -    87,070.      667,550.      MT  (+/- 180 meters Scaled)
 QW0085
 QW0085                          SUPERSEDED SURVEY CONTROL
 QW0085
 QW0085  NGVD 29 (??/??/92) 1324.075  (m)         4344.07   (f) ADJ UNCH    1 2
 QW0085
 QW0085.Superseded values are not recommended for survey control.
 QW0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0085.See file dsdata.txt to determine how the superseded data were derived.
 QW0085
 QW0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ856889(NAD 83)
 QW0085_MARKER: DB = BENCH MARK DISK
 QW0085_SETTING: 0 = UNSPECIFIED SETTING
 QW0085_STAMPING: B 47 1933
 QW0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0085
 QW0085  HISTORY     - Date     Condition        Report By
 QW0085  HISTORY     - 1933     MONUMENTED       CGS
 QW0085  HISTORY     - 1969     GOOD             USGS
 QW0085  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0085
 QW0085                          STATION DESCRIPTION
 QW0085
 QW0085'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QW0085'3.0 MI N FROM FRANNIE.
 QW0085'TO REACH THE MARK FROM THE POST OFFICE IN FRANNIE, WYOMING HEAD NORTH
 QW0085'ON U.S. 310 4.4 MIL. TO A T-RD. WEST.  TURN LEFT AND FOLLOW ROAD 0.3
 QW0085'MILES TO BRIDGE ON THE RAIL ROAD.  MARK IS 92 FT. NORTHWEST ALONG
 QW0085'TRACK FROM NORTH ABUTMENT OF BRIDGE THENCE 154 FT. NORTHEAST OF
 QW0085'CENTERLINE OF TRACKS.
 QW0085
 QW0085                          STATION RECOVERY (1982)
 QW0085
 QW0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0347 ***********************************************************************
 TN0347  DESIGNATION -  B 470
 TN0347  PID         -  TN0347
 TN0347  STATE/COUNTY-  MT/LINCOLN
 TN0347  USGS QUAD   -  LIBBY (1983)
 TN0347
 TN0347                         *CURRENT SURVEY CONTROL
 TN0347  ___________________________________________________________________
 TN0347* NAD 83(1986)-  48 24 09.     (N)    115 31 39.     (W)     SCALED    
 TN0347* NAVD 88     -       638.633  (meters)    2095.25   (feet)  ADJUSTED  
 TN0347  ___________________________________________________________________
 TN0347  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TN0347  DYNAMIC HT  -         638.673 (meters)    2095.38  (feet)  COMP
 TN0347  MODELED GRAV-     980,653.8   (mgal)                       NAVD 88
 TN0347
 TN0347  VERT ORDER  -  FIRST     CLASS II
 TN0347
 TN0347.The horizontal coordinates were scaled from a topographic map and have
 TN0347.an estimated accuracy of +/- 6 seconds.
 TN0347
 TN0347.The orthometric height was determined by differential leveling
 TN0347.and adjusted by the National Geodetic Survey in June 1991..
 TN0347
 TN0347.The geoid height was determined by GEOID03.
 TN0347
 TN0347.The dynamic height is computed by dividing the NAVD 88
 TN0347.geopotential number by the normal gravity value computed on the
 TN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0347.degrees latitude (g = 980.6199 gals.).
 TN0347
 TN0347.The modeled gravity was interpolated from observed gravity values.
 TN0347
 TN0347;                    North         East    Units  Estimated Accuracy
 TN0347;SPC MT       -   478,590.      154,290.      MT  (+/- 180 meters Scaled)
 TN0347
 TN0347                          SUPERSEDED SURVEY CONTROL
 TN0347
 TN0347  NGVD 29 (??/??/92)  637.458  (m)         2091.39   (f) ADJ UNCH    1 2
 TN0347
 TN0347.Superseded values are not recommended for survey control.
 TN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0347.See file dsdata.txt to determine how the superseded data were derived.
 TN0347
 TN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP089620(NAD 83)
 TN0347_MARKER: DB = BENCH MARK DISK
 TN0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0347_STAMPING: B 470 1944
 TN0347_PROJECTION: RECESSED 8 CENTIMETERS
 TN0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0347+STABILITY: SURFACE MOTION
 TN0347
 TN0347  HISTORY     - Date     Condition        Report By
 TN0347  HISTORY     - 1944     MONUMENTED       CGS
 TN0347  HISTORY     - 1980     GOOD             NGS
 TN0347
 TN0347                          STATION DESCRIPTION
 TN0347
 TN0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TN0347'1.6 MI NE FROM LIBBY.
 TN0347'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 37 AND THE AIRPORT ROAD FROM
 TN0347'THE GREAT NORTHERN RAILWAY STATION AT LIBBY, LINCOLN COUNTY, AT LIBBY
 TN0347'AIRPORT, AT THE NORTHWEST CORNER OF THE NORTH END OF THE LANDING
 TN0347'STRIP, 33 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE STRIP, 1 FOOT
 TN0347'SOUTHEAST OF A POLE FENCE, AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN
 TN0347'WITNESS POST.  AN IRON BENCH-MARK DISK, STAMPED B 470 1944 AND SET IN
 TN0347'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TN0347
 TN0347                          STATION RECOVERY (1980)
 TN0347
 TN0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0347'2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM THE
 TN0347'JUNCTION OF US HIGHWAY 2 IN LIBBY, THENCE 1.0 KILOMETERS (0.6 MILE)
 TN0347'EAST ALONG A GRAVEL ROAD LEADING TO A PARK AND BASEBALL FIELD ON THE
 TN0347'SITE OF THE OLD LIBBY AIRPORT, 55.2 METERS (181 FEET) SOUTHWEST
 TN0347'OF THE CENTERLINE OF A PAVED DEVELOPMENT ROAD, 15.0 METERS (49.0
 TN0347'FEET) NORTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, 1.1 METER
 TN0347'(3.7 FEET) SOUTH OF A BARBED WIRE FENCE LINE.  NOTE-THIS CAST IRON
 TN0347'MARK HAS RUSTED OVER THE YEARS AND IS DIFFICULT TO READ.
 TN0347'THE MARK IS 0.5 METERS  W FROM  WOODEN WITNESS POST
 TN0347'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0353 ***********************************************************************
 SU0353  DESIGNATION -  B 472
 SU0353  PID         -  SU0353
 SU0353  STATE/COUNTY-  MT/SANDERS
 SU0353  USGS QUAD   -  TABLE TOP MOUNTAIN (1988)
 SU0353
 SU0353                         *CURRENT SURVEY CONTROL
 SU0353  ___________________________________________________________________
 SU0353* NAD 83(1986)-  47 37 08.     (N)    115 23 12.     (W)     SCALED    
 SU0353* NAVD 88     -       736.865  (meters)    2417.53   (feet)  ADJUSTED  
 SU0353  ___________________________________________________________________
 SU0353  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 SU0353  DYNAMIC HT  -         736.837 (meters)    2417.44  (feet)  COMP
 SU0353  MODELED GRAV-     980,551.7   (mgal)                       NAVD 88
 SU0353
 SU0353  VERT ORDER  -  FIRST     CLASS II
 SU0353
 SU0353.The horizontal coordinates were scaled from a topographic map and have
 SU0353.an estimated accuracy of +/- 6 seconds.
 SU0353
 SU0353.The orthometric height was determined by differential leveling
 SU0353.and adjusted by the National Geodetic Survey in June 1991..
 SU0353
 SU0353.The geoid height was determined by GEOID03.
 SU0353
 SU0353.The dynamic height is computed by dividing the NAVD 88
 SU0353.geopotential number by the normal gravity value computed on the
 SU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0353.degrees latitude (g = 980.6199 gals.).
 SU0353
 SU0353.The modeled gravity was interpolated from observed gravity values.
 SU0353
 SU0353;                    North         East    Units  Estimated Accuracy
 SU0353;SPC MT       -   390,960.      158,140.      MT  (+/- 180 meters Scaled)
 SU0353
 SU0353                          SUPERSEDED SURVEY CONTROL
 SU0353
 SU0353  NGVD 29 (??/??/92)  735.704  (m)         2413.72   (f) ADJ UNCH    1 2
 SU0353
 SU0353.Superseded values are not recommended for survey control.
 SU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0353.See file dsdata.txt to determine how the superseded data were derived.
 SU0353
 SU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN212752(NAD 83)
 SU0353_MARKER: DB = BENCH MARK DISK
 SU0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0353_STAMPING: B 472 1944
 SU0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0353+STABILITY: SURFACE MOTION
 SU0353
 SU0353  HISTORY     - Date     Condition        Report By
 SU0353  HISTORY     - 1944     MONUMENTED       CGS
 SU0353  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0353
 SU0353                          STATION DESCRIPTION
 SU0353
 SU0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0353'2.6 MI NW FROM THOMPSON FALLS.
 SU0353'ALONG THE NORTHERN PACIFIC RAILWAY, 2.6 MILES NORTHWEST OF THE STATION
 SU0353'AT THOMPSON FALLS, 7 1/2 39-FOOT RAILS NORTH OF MILEPOST NO. 34 WHICH
 SU0353'IS LOCATED NEAR THE CENTER OF A 20-FOOT ROCK CUT ON THE EAST SIDE OF
 SU0353'THE RAILWAY, 28.9 FEET WEST OF THE WEST RAIL, 9.7 FEET SOUTH OF A
 SU0353'TELEGRAPH POLE, 1.8 FEET NORTH OF REFERENCE POST, 2.0 FEET BELOW LEVEL
 SU0353'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 INCH
 SU0353'ABOVE THE GROUND.
 SU0353
 SU0353                          STATION RECOVERY (1982)
 SU0353
 SU0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0225 ***********************************************************************
 SU0225  DESIGNATION -  B 473
 SU0225  PID         -  SU0225
 SU0225  STATE/COUNTY-  MT/SANDERS
 SU0225  USGS QUAD   -  PARADISE (1984)
 SU0225
 SU0225                         *CURRENT SURVEY CONTROL
 SU0225  ___________________________________________________________________
 SU0225* NAD 83(1986)-  47 25 48.     (N)    114 51 22.     (W)     SCALED    
 SU0225* NAVD 88     -       753.527  (meters)    2472.20   (feet)  ADJUSTED  
 SU0225  ___________________________________________________________________
 SU0225  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SU0225  DYNAMIC HT  -         753.494 (meters)    2472.09  (feet)  COMP
 SU0225  MODELED GRAV-     980,544.7   (mgal)                       NAVD 88
 SU0225
 SU0225  VERT ORDER  -  FIRST     CLASS II
 SU0225
 SU0225.The horizontal coordinates were scaled from a topographic map and have
 SU0225.an estimated accuracy of +/- 6 seconds.
 SU0225
 SU0225.The orthometric height was determined by differential leveling
 SU0225.and adjusted by the National Geodetic Survey in June 1991..
 SU0225
 SU0225.The geoid height was determined by GEOID03.
 SU0225
 SU0225.The dynamic height is computed by dividing the NAVD 88
 SU0225.geopotential number by the normal gravity value computed on the
 SU0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0225.degrees latitude (g = 980.6199 gals.).
 SU0225
 SU0225.The modeled gravity was interpolated from observed gravity values.
 SU0225
 SU0225;                    North         East    Units  Estimated Accuracy
 SU0225;SPC MT       -   367,160.      196,470.      MT  (+/- 180 meters Scaled)
 SU0225
 SU0225                          SUPERSEDED SURVEY CONTROL
 SU0225
 SU0225  NGVD 29 (??/??/92)  752.399  (m)         2468.50   (f) ADJ UNCH    1 2
 SU0225
 SU0225.Superseded values are not recommended for survey control.
 SU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0225.See file dsdata.txt to determine how the superseded data were derived.
 SU0225
 SU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN616551(NAD 83)
 SU0225_MARKER: DD = SURVEY DISK
 SU0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0225_STAMPING: B 473 1944
 SU0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0225
 SU0225  HISTORY     - Date     Condition        Report By
 SU0225  HISTORY     - 1944     MONUMENTED       USGS
 SU0225  HISTORY     - 1944     GOOD             NGS
 SU0225  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0225
 SU0225                          STATION DESCRIPTION
 SU0225
 SU0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0225'2.3 MI SE FROM PLAINS.
 SU0225'2.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0225'STATION AT PLAINS, ABOUT 300 FEET SOUTHWEST OF THE TRACK, JUST
 SU0225'NORTHWEST OF THE USGS CABLE CROSSING FOR RIVER GAGING, 15.2 FEET
 SU0225'NORTH-NORTHEAST OF THE EAST CORNER OF THE CONCRETE BUILDING, 14.8 FEET
 SU0225'NORTHEAST OF THE NORTH CORNER OF THE BUILDING, 20 FEET SOUTHWEST OF
 SU0225'THE RAILROAD FIRE LANE.  A USGS GAGING STATION BRONZE DISK SET ON TOP
 SU0225'OF A 2-INCH IRON PIPE AND FILLED WITH CONCRETE AND PROJECTING ABOUT 1
 SU0225'FOOT ABOVE THE GROUND.
 SU0225
 SU0225                          STATION RECOVERY (1980)
 SU0225
 SU0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0225'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 SU0225'AREA DESCRIBED HAS BEEN GRADED, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0403 ***********************************************************************
 SU0403  DESIGNATION -  B 474
 SU0403  PID         -  SU0403
 SU0403  STATE/COUNTY-  MT/MINERAL
 SU0403  USGS QUAD   -  SAINT REGIS (1988)
 SU0403
 SU0403                         *CURRENT SURVEY CONTROL
 SU0403  ___________________________________________________________________
 SU0403* NAD 83(1986)-  47 16 01.     (N)    115 04 07.     (W)     SCALED    
 SU0403* NAVD 88     -       808.750  (meters)    2653.37   (feet)  ADJUSTED  
 SU0403  ___________________________________________________________________
 SU0403  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU0403  DYNAMIC HT  -         808.680 (meters)    2653.14  (feet)  COMP
 SU0403  MODELED GRAV-     980,501.0   (mgal)                       NAVD 88
 SU0403
 SU0403  VERT ORDER  -  FIRST     CLASS II
 SU0403
 SU0403.The horizontal coordinates were scaled from a topographic map and have
 SU0403.an estimated accuracy of +/- 6 seconds.
 SU0403
 SU0403.The orthometric height was determined by differential leveling
 SU0403.and adjusted by the National Geodetic Survey in June 1991..
 SU0403
 SU0403.The geoid height was determined by GEOID03.
 SU0403
 SU0403.The dynamic height is computed by dividing the NAVD 88
 SU0403.geopotential number by the normal gravity value computed on the
 SU0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0403.degrees latitude (g = 980.6199 gals.).
 SU0403
 SU0403.The modeled gravity was interpolated from observed gravity values.
 SU0403
 SU0403;                    North         East    Units  Estimated Accuracy
 SU0403;SPC MT       -   350,200.      179,190.      MT  (+/- 180 meters Scaled)
 SU0403
 SU0403                          SUPERSEDED SURVEY CONTROL
 SU0403
 SU0403  NGVD 29 (??/??/92)  807.608  (m)         2649.63   (f) ADJ UNCH    1 2
 SU0403
 SU0403.Superseded values are not recommended for survey control.
 SU0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0403.See file dsdata.txt to determine how the superseded data were derived.
 SU0403
 SU0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN461366(NAD 83)
 SU0403_MARKER: DB = BENCH MARK DISK
 SU0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0403_SP_SET: CULVERT
 SU0403_STAMPING: B 474 1944
 SU0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0403
 SU0403  HISTORY     - Date     Condition        Report By
 SU0403  HISTORY     - 1944     MONUMENTED       CGS
 SU0403  HISTORY     - 1981     GOOD             BPA
 SU0403
 SU0403                          STATION DESCRIPTION
 SU0403
 SU0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0403'2.3 MI SE FROM ST REGIS.
 SU0403'2.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0403'STATION AT ST. REGIS, SET AT MILEPOST NO. 195, IN THE SOUTHEAST CORNER
 SU0403'OF THE NORTHEAST HEADWALL OF THE CULVERT OVER COLD CREEK, 153 FEET
 SU0403'NORTHWEST OF THE MILEPOST, 12 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 SU0403'TRACK, 0.7 FOOT NORTHWEST OF THE SOUTHEAST END AND 0.7 FOOT SOUTHWEST
 SU0403'OF THE NORTHEAST EDGE OF HEADWALL, ABOUT 5 FEET BELOW TRACK LEVEL.
 SU0403'IRON BENCH MARK DISK.
 SU0403
 SU0403                          STATION RECOVERY (1981)
 SU0403
 SU0403'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1981
 SU0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0669 ***********************************************************************
 RX0669  DESIGNATION -  B 476
 RX0669  PID         -  RX0669
 RX0669  STATE/COUNTY-  MT/MISSOULA
 RX0669  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0669
 RX0669                         *CURRENT SURVEY CONTROL
 RX0669  ___________________________________________________________________
 RX0669* NAD 83(1986)-  46 52 10.     (N)    113 58 54.     (W)     SCALED    
 RX0669* NAVD 88     -       980.488  (meters)    3216.82   (feet)  ADJUSTED  
 RX0669  ___________________________________________________________________
 RX0669  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 RX0669  DYNAMIC HT  -         980.346 (meters)    3216.35  (feet)  COMP
 RX0669  MODELED GRAV-     980,436.1   (mgal)                       NAVD 88
 RX0669
 RX0669  VERT ORDER  -  FIRST     CLASS II
 RX0669
 RX0669.The horizontal coordinates were scaled from a topographic map and have
 RX0669.an estimated accuracy of +/- 6 seconds.
 RX0669
 RX0669.The orthometric height was determined by differential leveling
 RX0669.and adjusted by the National Geodetic Survey in June 1991..
 RX0669
 RX0669.The geoid height was determined by GEOID03.
 RX0669
 RX0669.The dynamic height is computed by dividing the NAVD 88
 RX0669.geopotential number by the normal gravity value computed on the
 RX0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0669.degrees latitude (g = 980.6199 gals.).
 RX0669
 RX0669.The modeled gravity was interpolated from observed gravity values.
 RX0669
 RX0669;                    North         East    Units  Estimated Accuracy
 RX0669;SPC MT       -   300,840.      258,710.      MT  (+/- 180 meters Scaled)
 RX0669
 RX0669                          SUPERSEDED SURVEY CONTROL
 RX0669
 RX0669  NGVD 29 (??/??/92)  979.417  (m)         3213.30   (f) ADJ UNCH    1 2
 RX0669
 RX0669.Superseded values are not recommended for survey control.
 RX0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0669.See file dsdata.txt to determine how the superseded data were derived.
 RX0669
 RX0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS727949(NAD 83)
 RX0669_MARKER: DB = BENCH MARK DISK
 RX0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0669_SP_SET: ABUTMENT
 RX0669_STAMPING: B 476 1944
 RX0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0669
 RX0669  HISTORY     - Date     Condition        Report By
 RX0669  HISTORY     - 1944     MONUMENTED       CGS
 RX0669  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0669
 RX0669                          STATION DESCRIPTION
 RX0669
 RX0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RX0669'IN MISSOULA.
 RX0669'AT MISSOULA, MISSOULA COUNTY, 0.6 MILE SOUTHEAST ALONG THE NORTHERN
 RX0669'PACIFIC RAILWAY FROM THE STATION, AT THE VAN BUREN STREET UNDERPASS,
 RX0669'IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHEAST ABUTMENT, 25 FEET
 RX0669'SOUTHEAST OF THE CENTERLINE OF THE STREET, 7.5 FEET SOUTHWEST OF THE
 RX0669'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, AND ABOUT 4 FEET LOWER THAN THE
 RX0669'TRACK.  A STANDARD DISK, STAMPED B 476 1944.
 RX0669
 RX0669                          STATION RECOVERY (1979)
 RX0669
 RX0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0669'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0700 ***********************************************************************
 RX0700  DESIGNATION -  B 476 RESET
 RX0700  PID         -  RX0700
 RX0700  STATE/COUNTY-  MT/MISSOULA
 RX0700  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0700
 RX0700                         *CURRENT SURVEY CONTROL
 RX0700  ___________________________________________________________________
 RX0700* NAD 83(1986)-  46 52 10.     (N)    113 58 55.     (W)     SCALED    
 RX0700* NAVD 88     -       981.524  (meters)    3220.22   (feet)  ADJUSTED  
 RX0700  ___________________________________________________________________
 RX0700  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 RX0700  DYNAMIC HT  -         981.382 (meters)    3219.75  (feet)  COMP
 RX0700  MODELED GRAV-     980,436.0   (mgal)                       NAVD 88
 RX0700
 RX0700  VERT ORDER  -  FIRST     CLASS II
 RX0700
 RX0700.The horizontal coordinates were scaled from a topographic map and have
 RX0700.an estimated accuracy of +/- 6 seconds.
 RX0700
 RX0700.The orthometric height was determined by differential leveling
 RX0700.and adjusted by the National Geodetic Survey in June 1991..
 RX0700
 RX0700.The geoid height was determined by GEOID03.
 RX0700
 RX0700.The dynamic height is computed by dividing the NAVD 88
 RX0700.geopotential number by the normal gravity value computed on the
 RX0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0700.degrees latitude (g = 980.6199 gals.).
 RX0700
 RX0700.The modeled gravity was interpolated from observed gravity values.
 RX0700
 RX0700;                    North         East    Units  Estimated Accuracy
 RX0700;SPC MT       -   300,840.      258,690.      MT  (+/- 180 meters Scaled)
 RX0700
 RX0700                          SUPERSEDED SURVEY CONTROL
 RX0700
 RX0700.No superseded survey control is available for this station.
 RX0700
 RX0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS727949(NAD 83)
 RX0700_MARKER: DB = BENCH MARK DISK
 RX0700_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RX0700_SP_SET: ABUTMENT
 RX0700_STAMPING: B 476 1964
 RX0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0700
 RX0700  HISTORY     - Date     Condition        Report By
 RX0700  HISTORY     - 1964     MONUMENTED       RBNF
 RX0700  HISTORY     - 1979     GOOD             NGS
 RX0700
 RX0700                          STATION DESCRIPTION
 RX0700
 RX0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0700'IN MISSOULA.
 RX0700'SET IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 RX0700'THE RAILROAD BRIDGE OVER VAN BUREN STREET, 14 FEET SOUTH
 RX0700'OF THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0267 ***********************************************************************
 RY0267  DESIGNATION -  B 477
 RY0267  PID         -  RY0267
 RY0267  STATE/COUNTY-  MT/MINERAL
 RY0267  USGS QUAD   -  DEER PEAK (1964)
 RY0267
 RY0267                         *CURRENT SURVEY CONTROL
 RY0267  ___________________________________________________________________
 RY0267* NAD 83(1986)-  46 59 51.     (N)    114 34 42.     (W)     SCALED    
 RY0267* NAVD 88     -       902.596  (meters)    2961.27   (feet)  ADJUSTED  
 RY0267  ___________________________________________________________________
 RY0267  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 RY0267  DYNAMIC HT  -         902.474 (meters)    2960.87  (feet)  COMP
 RY0267  MODELED GRAV-     980,448.4   (mgal)                       NAVD 88
 RY0267
 RY0267  VERT ORDER  -  FIRST     CLASS II
 RY0267
 RY0267.The horizontal coordinates were scaled from a topographic map and have
 RY0267.an estimated accuracy of +/- 6 seconds.
 RY0267
 RY0267.The orthometric height was determined by differential leveling
 RY0267.and adjusted by the National Geodetic Survey in June 1991..
 RY0267
 RY0267.The geoid height was determined by GEOID03.
 RY0267
 RY0267.The dynamic height is computed by dividing the NAVD 88
 RY0267.geopotential number by the normal gravity value computed on the
 RY0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0267.degrees latitude (g = 980.6199 gals.).
 RY0267
 RY0267.The modeled gravity was interpolated from observed gravity values.
 RY0267
 RY0267;                    North         East    Units  Estimated Accuracy
 RY0267;SPC MT       -   317,810.      214,250.      MT  (+/- 180 meters Scaled)
 RY0267
 RY0267                          SUPERSEDED SURVEY CONTROL
 RY0267
 RY0267  NGVD 29 (??/??/92)  901.472  (m)         2957.58   (f) ADJ UNCH    1 2
 RY0267
 RY0267.Superseded values are not recommended for survey control.
 RY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0267.See file dsdata.txt to determine how the superseded data were derived.
 RY0267
 RY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN841077(NAD 83)
 RY0267_MARKER: DB = BENCH MARK DISK
 RY0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0267_STAMPING: B 477 1944
 RY0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0267+STABILITY: SURFACE MOTION
 RY0267
 RY0267  HISTORY     - Date     Condition        Report By
 RY0267  HISTORY     - 1944     MONUMENTED       CGS
 RY0267
 RY0267                          STATION DESCRIPTION
 RY0267
 RY0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RY0267'7.4 MI W FROM LOTHROP.
 RY0267'IN MINERAL COUNTY, 7.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY
 RY0267'FROM THE STATION AT LOTHROP, MISSOULA COUNTY, 0.2 MILE WEST OF
 RY0267'MILEPOST 158, 0.1 MILE EAST OF A PRIVATE-ROAD CROSSING, ON THE INSIDE
 RY0267'OF A CURVE, 29.7 FEET NORTH OF THE NORTH RAIL, 6.5 FEET NORTH OF THE
 RY0267'SIXTH POLE WEST OF THE MILEPOST, 2.5 FEET WEST OF A WHITE WOODEN
 RY0267'WITNESS POST, AND ABOUT 6 FEET LOWER THAN THE TRACK.  AN IRON
 RY0267'BENCH-MARK DISK, STAMPED B 477 1944 AND SET IN THE TOP OF A CONCRETE
 RY0267'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0052 ***********************************************************************
 TN0052  DESIGNATION -  B 478
 TN0052  PID         -  TN0052
 TN0052  STATE/COUNTY-  MT/FLATHEAD
 TN0052  USGS QUAD   -  TRAILCREEK (1994)
 TN0052
 TN0052                         *CURRENT SURVEY CONTROL
 TN0052  ___________________________________________________________________
 TN0052* NAD 83(1986)-  48 59 59.     (N)    114 28 38.     (W)     SCALED    
 TN0052* NAVD 88     -      1214.812  (meters)    3985.60   (feet)  ADJUSTED  
 TN0052  ___________________________________________________________________
 TN0052  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TN0052  DYNAMIC HT  -        1214.800 (meters)    3985.56  (feet)  COMP
 TN0052  MODELED GRAV-     980,559.2   (mgal)                       NAVD 88
 TN0052
 TN0052  VERT ORDER  -  FIRST     CLASS II
 TN0052
 TN0052.The horizontal coordinates were scaled from a topographic map and have
 TN0052.an estimated accuracy of +/- 6 seconds.
 TN0052
 TN0052.The orthometric height was determined by differential leveling
 TN0052.and adjusted by the National Geodetic Survey in June 1991..
 TN0052
 TN0052.The geoid height was determined by GEOID03.
 TN0052
 TN0052.The dynamic height is computed by dividing the NAVD 88
 TN0052.geopotential number by the normal gravity value computed on the
 TN0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0052.degrees latitude (g = 980.6199 gals.).
 TN0052
 TN0052.The modeled gravity was interpolated from observed gravity values.
 TN0052
 TN0052;                    North         East    Units  Estimated Accuracy
 TN0052;SPC MT       -   539,400.      236,050.      MT  (+/- 180 meters Scaled)
 TN0052
 TN0052                          SUPERSEDED SURVEY CONTROL
 TN0052
 TN0052  NGVD 29 (??/??/92) 1213.578  (m)         3981.55   (f) ADJ UNCH    1 2
 TN0052
 TN0052.Superseded values are not recommended for survey control.
 TN0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0052.See file dsdata.txt to determine how the superseded data were derived.
 TN0052
 TN0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ845304(NAD 83)
 TN0052_MARKER: DB = BENCH MARK DISK
 TN0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0052_STAMPING: B 478 1946
 TN0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0052+STABILITY: SURFACE MOTION
 TN0052
 TN0052  HISTORY     - Date     Condition        Report By
 TN0052  HISTORY     - 1946     MONUMENTED       CGS
 TN0052  HISTORY     - 20030716 POOR             INDIV
 TN0052
 TN0052                          STATION DESCRIPTION
 TN0052
 TN0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0052'7.7 MI NW FROM TRAILCREEK.
 TN0052'7.7 MILES NORTHWEST ALONG THE NORTH FORK ROAD FROM THE POST OFFICE AT
 TN0052'TRAILCREEK, AT THE INTERNATIONAL BOUNDARY, 334.0 FEET EAST OF BOUNDARY
 TN0052'MONUMENT NO. 261, 226.0 FEET EAST OF CENTERLINE OF THE ROAD, 200.0
 TN0052'FEET NORTHEAST OF THE NORTHEAST CORNER OF A LOG BUILDING, 3.0 FEET
 TN0052'WEST OF A WITNESS POST, AND PROJECTING 0.8 FOOT ABOVE THE GROUND.
 TN0052
 TN0052                          STATION RECOVERY (2003)
 TN0052
 TN0052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KBA)
 TN0052'THE CONCRETE MONUMENT IS DISTURBED, HAVING BEEN KNOCKED OVER AND
 TN0052'BROKEN 9-12 INCHES FROM THE TOP SURFACE OF THE MONUMENT. THE BENCHMARK
 TN0052'DISK IS INTACT AND LEGIBLE AFTER RIGHTING THE MONUMENT.
 TN0052' 
 TN0052'WHEN RECOVERED, THE MONUMENT WAS LYING ON ITS SIDE, PARTIALLY BURIED
 TN0052'IN SOIL AND GRASSES. THE CURRENT LOCATION APPEARS TO BE NEAR THAT
 TN0052'DESCRIBED IN THE ORIGINAL STATION DESCRIPTION. THE MONUMENT IS
 TN0052'APPROXIMATELY THREE FEET WEST OF A NEW NATIONAL FOREST WITNESS POST.
 TN0052' 
 TN0052'THIS MARK AND THE WITNESS POST ARE ON THE U.S./CANADIAN BORDER.
 TN0052'RECOVERY AND DESCRIPTION BY A PRIVATE CITIZEN WHO IS UNAFFILIATED WITH
 TN0052'ANY GOVERNMENT AGENCY OR SURVEYING ORGANIZATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0041 ***********************************************************************
 TN0041  DESIGNATION -  B 479
 TN0041  PID         -  TN0041
 TN0041  STATE/COUNTY-  MT/FLATHEAD
 TN0041  USGS QUAD   -  TRAILCREEK (1994)
 TN0041
 TN0041                         *CURRENT SURVEY CONTROL
 TN0041  ___________________________________________________________________
 TN0041* NAD 83(1986)-  48 52 58.     (N)    114 22 39.     (W)     SCALED    
 TN0041* NAVD 88     -      1141.330  (meters)    3744.51   (feet)  ADJUSTED  
 TN0041  ___________________________________________________________________
 TN0041  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TN0041  DYNAMIC HT  -        1141.314 (meters)    3744.46  (feet)  COMP
 TN0041  MODELED GRAV-     980,557.5   (mgal)                       NAVD 88
 TN0041
 TN0041  VERT ORDER  -  FIRST     CLASS II
 TN0041
 TN0041.The horizontal coordinates were scaled from a topographic map and have
 TN0041.an estimated accuracy of +/- 6 seconds.
 TN0041
 TN0041.The orthometric height was determined by differential leveling
 TN0041.and adjusted by the National Geodetic Survey in June 1991..
 TN0041
 TN0041.The geoid height was determined by GEOID03.
 TN0041
 TN0041.The dynamic height is computed by dividing the NAVD 88
 TN0041.geopotential number by the normal gravity value computed on the
 TN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0041.degrees latitude (g = 980.6199 gals.).
 TN0041
 TN0041.The modeled gravity was interpolated from observed gravity values.
 TN0041
 TN0041;                    North         East    Units  Estimated Accuracy
 TN0041;SPC MT       -   525,970.      242,520.      MT  (+/- 180 meters Scaled)
 TN0041
 TN0041                          SUPERSEDED SURVEY CONTROL
 TN0041
 TN0041  NGVD 29 (??/??/92) 1140.107  (m)         3740.50   (f) ADJ UNCH    1 2
 TN0041
 TN0041.Superseded values are not recommended for survey control.
 TN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0041.See file dsdata.txt to determine how the superseded data were derived.
 TN0041
 TN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ922177(NAD 83)
 TN0041_MARKER: DB = BENCH MARK DISK
 TN0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0041_STAMPING: B 479 1946
 TN0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0041+STABILITY: SURFACE MOTION
 TN0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TN0041+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 TN0041
 TN0041  HISTORY     - Date     Condition        Report By
 TN0041  HISTORY     - 1946     MONUMENTED       CGS
 TN0041  HISTORY     - 20051017 GOOD             INDIV
 TN0041
 TN0041                          STATION DESCRIPTION
 TN0041
 TN0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0041'2.9 MI SE FROM TRAILCREEK.
 TN0041'2.9 MILES SOUTHEAST ALONG THE NORTH FORK ROAD FROM THE POST OFFICE AT
 TN0041'TRAILCREEK, 0.5 MILE NORTHWEST OF THE FORD RANGER STATION, 125.0 FEET
 TN0041'WEST OF THE SOUTHWEST CORNER OF A FRAME FARM HOUSE, 32.0 FEET EAST OF
 TN0041'CENTERLINE OF THE ROAD, 11.8 FEET EAST OF A TELEPHONE POLE, 9.7 FEET
 TN0041'EAST OF THE SOUTHWEST CORNER POST OF A WIRE FENCE, ABOUT LEVEL WITH
 TN0041'ROAD, AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TN0041
 TN0041                          STATION RECOVERY (2005)
 TN0041
 TN0041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KAL)
 TN0041'THE MONUMENT WAS FOUND IN GOOD CONDITION.  THE PRIOR DESCRIPTION HAS
 TN0041'THE FOLLOWING CHANGES.  THE MARK CAN BE FOUND APPROXIMATELY 20' SOUTH
 TN0041'OF A DRIVEWAY, THERE IS NO POWER POLE NEARBY, AND THE MARK IS
 TN0041'APPROXIMATELY 2.5' ABOVE THE GRADE OF THE ROAD.
 TN0041' 
 TN0041'THE MARK CAN BE FOUND AT 48 52'58.9674N 114 22'39.6604W, AS DETERMINED
 TN0041'BY 3 DIFFERENT DAYS OF OPUS POSITIONING TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0216 ***********************************************************************
 QW0216  DESIGNATION -  B 48
 QW0216  PID         -  QW0216
 QW0216  STATE/COUNTY-  MT/YELLOWSTONE
 QW0216  USGS QUAD   -  LAUREL (1969)
 QW0216
 QW0216                         *CURRENT SURVEY CONTROL
 QW0216  ___________________________________________________________________
 QW0216* NAD 83(1986)-  45 38 42.     (N)    108 45 33.     (W)     SCALED    
 QW0216* NAVD 88     -       999.342  (meters)    3278.67   (feet)  ADJUSTED  
 QW0216  ___________________________________________________________________
 QW0216  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QW0216  DYNAMIC HT  -         999.119 (meters)    3277.94  (feet)  COMP
 QW0216  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 QW0216
 QW0216  VERT ORDER  -  FIRST     CLASS II
 QW0216
 QW0216.The horizontal coordinates were scaled from a topographic map and have
 QW0216.an estimated accuracy of +/- 6 seconds.
 QW0216
 QW0216.The orthometric height was determined by differential leveling
 QW0216.and adjusted by the National Geodetic Survey in June 1991..
 QW0216
 QW0216.The geoid height was determined by GEOID03.
 QW0216
 QW0216.The dynamic height is computed by dividing the NAVD 88
 QW0216.geopotential number by the normal gravity value computed on the
 QW0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0216.degrees latitude (g = 980.6199 gals.).
 QW0216
 QW0216.The modeled gravity was interpolated from observed gravity values.
 QW0216
 QW0216;                    North         East    Units  Estimated Accuracy
 QW0216;SPC MT       -   155,310.      657,730.      MT  (+/- 180 meters Scaled)
 QW0216
 QW0216                          SUPERSEDED SURVEY CONTROL
 QW0216
 QW0216  NGVD 29 (06/08/92)  998.542  (m)         3276.05   (f) ADJUSTED    1 2
 QW0216
 QW0216.Superseded values are not recommended for survey control.
 QW0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0216.See file dsdata.txt to determine how the superseded data were derived.
 QW0216
 QW0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR746570(NAD 83)
 QW0216_MARKER: DB = BENCH MARK DISK
 QW0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0216_SP_SET: CULVERT
 QW0216_STAMPING: B 48 1933
 QW0216_MARK LOGO: CGS   
 QW0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0216
 QW0216  HISTORY     - Date     Condition        Report By
 QW0216  HISTORY     - 1933     MONUMENTED       CGS
 QW0216  HISTORY     - 1957     GOOD             NGS
 QW0216  HISTORY     - 1982     GOOD             NGS
 QW0216
 QW0216                          STATION DESCRIPTION
 QW0216
 QW0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0216'2.5 MI SE FROM LAUREL.
 QW0216'ABOUT 0.45 MILE SOUTHWEST AND THENCE 2.05 MILES SOUTHEAST ALONG THE
 QW0216'NORTHERN PACIFIC RAILWAY FROM THE STATION AT LAUREL, IN SECTION 22, T
 QW0216'2 S, R 24 E, 2 1/2 POLES SOUTH OF MILEPOST 2, IN THE TOP OF THE NORTH
 QW0216'END OF THE WEST CONCRETE HEAD WALL OF A 4-FOOT CULVERT, 16 RAILS SOUTH
 QW0216'OF A ROAD CROSSING, 12 FEET WEST OF THE WEST RAIL, AND ABOUT 4 FEET
 QW0216'BELOW THE LEVEL OF THE TRACK.
 QW0216
 QW0216                          STATION RECOVERY (1982)
 QW0216
 QW0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0216'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.3 KM (1.45
 QW0216'MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 QW0216'INTERSTATE HIGHWAY 90 IN LAUREL, IN TOP OF THE NORTHEAST END OF THE
 QW0216'NORTHWEST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE BURLINGTON
 QW0216'NORTHERN RAILROAD, 58.2 METERS (190.9 FT) NORTHWEST OF THE CENTERLINE
 QW0216'OF THE HIGHWAY AND 3.7 METERS (12.1 FT) NORTHWEST OF THE NEAR RAIL.
 QW0216'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0014 ***********************************************************************
 TN0014  DESIGNATION -  B 480
 TN0014  PID         -  TN0014
 TN0014  STATE/COUNTY-  MT/FLATHEAD
 TN0014  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0014
 TN0014                         *CURRENT SURVEY CONTROL
 TN0014  ___________________________________________________________________
 TN0014* NAD 83(1986)-  48 37 13.     (N)    114 08 47.     (W)     SCALED    
 TN0014* NAVD 88     -      1040.407  (meters)    3413.40   (feet)  ADJUSTED  
 TN0014  ___________________________________________________________________
 TN0014  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TN0014  DYNAMIC HT  -        1040.406 (meters)    3413.40  (feet)  COMP
 TN0014  MODELED GRAV-     980,575.3   (mgal)                       NAVD 88
 TN0014
 TN0014  VERT ORDER  -  FIRST     CLASS II
 TN0014
 TN0014.The horizontal coordinates were scaled from a topographic map and have
 TN0014.an estimated accuracy of +/- 6 seconds.
 TN0014
 TN0014.The orthometric height was determined by differential leveling
 TN0014.and adjusted by the National Geodetic Survey in June 1991..
 TN0014
 TN0014.The geoid height was determined by GEOID03.
 TN0014
 TN0014.The dynamic height is computed by dividing the NAVD 88
 TN0014.geopotential number by the normal gravity value computed on the
 TN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0014.degrees latitude (g = 980.6199 gals.).
 TN0014
 TN0014.The modeled gravity was interpolated from observed gravity values.
 TN0014
 TN0014;                    North         East    Units  Estimated Accuracy
 TN0014;SPC MT       -   495,800.      257,710.      MT  (+/- 180 meters Scaled)
 TN0014
 TN0014                          SUPERSEDED SURVEY CONTROL
 TN0014
 TN0014  NGVD 29 (??/??/92) 1039.229  (m)         3409.54   (f) ADJ UNCH    1 2
 TN0014
 TN0014.Superseded values are not recommended for survey control.
 TN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0014.See file dsdata.txt to determine how the superseded data were derived.
 TN0014
 TN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP102891(NAD 83)
 TN0014_MARKER: DB = BENCH MARK DISK
 TN0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0014_STAMPING: B 480 1946
 TN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0014+STABILITY: SURFACE MOTION
 TN0014
 TN0014  HISTORY     - Date     Condition        Report By
 TN0014  HISTORY     - 1946     MONUMENTED       CGS
 TN0014
 TN0014                          STATION DESCRIPTION
 TN0014
 TN0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0014'13.7 MI SE FROM POLEBRIDGE.
 TN0014'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  13.4 MILES SOUTHEAST ALONG
 TN0014'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, 2.3 MILES
 TN0014'NORTHEAST OF THE BIG CREEK RANGER STATION, ABOUT 120.0 FEET NORTHEAST
 TN0014'OF THE NORTHEAST END OF A DEEP CUT, 52.0 FEET NORTHWEST OF CENTERLINE
 TN0014'OF THE ROAD, 10.9 FEET WEST OF A PINE TREE WITH A TRIANGULAR BLAZE,
 TN0014'16.4 FEET NORTHWEST OF A PINE TREE WITH A TRIANGULAR BLAZE, ABOUT 2.0
 TN0014'FEET HIGHER THAN THE ROAD, AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0231 ***********************************************************************
 TN0231  DESIGNATION -  B 481
 TN0231  PID         -  TN0231
 TN0231  STATE/COUNTY-  MT/FLATHEAD
 TN0231  USGS QUAD   -  OLNEY (1994)
 TN0231
 TN0231                         *CURRENT SURVEY CONTROL
 TN0231  ___________________________________________________________________
 TN0231* NAD 83(1986)-  48 30 42.     (N)    114 32 30.     (W)     SCALED    
 TN0231* NAVD 88     -       955.317  (meters)    3134.24   (feet)  ADJUSTED  
 TN0231  ___________________________________________________________________
 TN0231  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 TN0231  DYNAMIC HT  -         955.328 (meters)    3134.27  (feet)  COMP
 TN0231  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 TN0231
 TN0231  VERT ORDER  -  FIRST     CLASS II
 TN0231
 TN0231.The horizontal coordinates were scaled from a topographic map and have
 TN0231.an estimated accuracy of +/- 6 seconds.
 TN0231
 TN0231.The orthometric height was determined by differential leveling
 TN0231.and adjusted by the National Geodetic Survey in June 1991..
 TN0231
 TN0231.The geoid height was determined by GEOID03.
 TN0231
 TN0231.The dynamic height is computed by dividing the NAVD 88
 TN0231.geopotential number by the normal gravity value computed on the
 TN0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0231.degrees latitude (g = 980.6199 gals.).
 TN0231
 TN0231.The modeled gravity was interpolated from observed gravity values.
 TN0231
 TN0231;                    North         East    Units  Estimated Accuracy
 TN0231;SPC MT       -   485,550.      227,850.      MT  (+/- 180 meters Scaled)
 TN0231
 TN0231                          SUPERSEDED SURVEY CONTROL
 TN0231
 TN0231  NGVD 29 (??/??/92)  954.103  (m)         3130.25   (f) ADJ UNCH    1 2
 TN0231
 TN0231.Superseded values are not recommended for survey control.
 TN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0231.See file dsdata.txt to determine how the superseded data were derived.
 TN0231
 TN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP815760(NAD 83)
 TN0231_MARKER: DB = BENCH MARK DISK
 TN0231_SETTING: 80 = SET IN A BOULDER
 TN0231_SP_SET: BOULDER
 TN0231_STAMPING: B 481 1946
 TN0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0231+STABILITY: SURFACE MOTION
 TN0231
 TN0231  HISTORY     - Date     Condition        Report By
 TN0231  HISTORY     - 1946     MONUMENTED       CGS
 TN0231
 TN0231                          STATION DESCRIPTION
 TN0231
 TN0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0231'3.1 MI SE FROM OLNEY.
 TN0231'3.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0231'AT OLNEY, FLATHEAD COUNTY, 0.2 MILE SOUTHEAST OF SEMAPHORES 1233.6 AND
 TN0231'1233.7, 30.9 FEET EAST OF THE NORTHEAST END OF 14-INCH CONCRETE
 TN0231'CULVERT NO. 49, 35.7 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP
 TN0231'OF A BOULDER, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 TN0231'STAMPED B 481 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0209 ***********************************************************************
 TN0209  DESIGNATION -  B 482
 TN0209  PID         -  TN0209
 TN0209  STATE/COUNTY-  MT/LINCOLN
 TN0209  USGS QUAD   -  STRYKER (1983)
 TN0209
 TN0209                         *CURRENT SURVEY CONTROL
 TN0209  ___________________________________________________________________
 TN0209* NAD 83(1986)-  48 42 11.     (N)    114 49 52.     (W)     SCALED    
 TN0209* NAVD 88     -       972.793  (meters)    3191.57   (feet)  ADJUSTED  
 TN0209  ___________________________________________________________________
 TN0209  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TN0209  DYNAMIC HT  -         972.820 (meters)    3191.66  (feet)  COMP
 TN0209  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 TN0209
 TN0209  VERT ORDER  -  FIRST     CLASS II
 TN0209
 TN0209.The horizontal coordinates were scaled from a topographic map and have
 TN0209.an estimated accuracy of +/- 6 seconds.
 TN0209
 TN0209.The orthometric height was determined by differential leveling
 TN0209.and adjusted by the National Geodetic Survey in June 1991..
 TN0209
 TN0209.The geoid height was determined by GEOID03.
 TN0209
 TN0209.The dynamic height is computed by dividing the NAVD 88
 TN0209.geopotential number by the normal gravity value computed on the
 TN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0209.degrees latitude (g = 980.6199 gals.).
 TN0209
 TN0209.The modeled gravity was interpolated from observed gravity values.
 TN0209
 TN0209;                    North         East    Units  Estimated Accuracy
 TN0209;SPC MT       -   508,200.      207,970.      MT  (+/- 180 meters Scaled)
 TN0209
 TN0209                          SUPERSEDED SURVEY CONTROL
 TN0209
 TN0209  NGVD 29 (??/??/92)  971.551  (m)         3187.50   (f) ADJ UNCH    1 2
 TN0209
 TN0209.Superseded values are not recommended for survey control.
 TN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0209.See file dsdata.txt to determine how the superseded data were derived.
 TN0209
 TN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP595967(NAD 83)
 TN0209_MARKER: DB = BENCH MARK DISK
 TN0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0209_SP_SET: CONCRETE BASE
 TN0209_STAMPING: B 482 1946
 TN0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0209
 TN0209  HISTORY     - Date     Condition        Report By
 TN0209  HISTORY     - 1946     MONUMENTED       CGS
 TN0209  HISTORY     - 1952     GOOD             NGS
 TN0209  HISTORY     - 1979     GOOD             NGS
 TN0209
 TN0209                          STATION DESCRIPTION
 TN0209
 TN0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0209'3.8 MI NW FROM STRYKER.
 TN0209'6.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0209'AT FORTINE, LINCOLN COUNTY, 3.8 MILES NORTHWEST OF THE STATION AT
 TN0209'STRYKER, 39 RAILS NORTHWEST OF MILEPOST 1253, 7.4 FEET SOUTH OF THE
 TN0209'SOUTH RAIL, AT SEMAPHORE 1253.2, IN THE TOP OF THE NORTHWEST CORNER OF
 TN0209'THE CONCRETE BASE, AND ABOUT 1 FOOT ABOVE THE TOP OF THE RAIL.  A
 TN0209'STANDARD DISK, STAMPED B 482 1946.
 TN0209
 TN0209                          STATION RECOVERY (1979)
 TN0209
 TN0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0209'16.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0209'EUREKA, THENCE 2.1 MILES SOUTHWEST ALONG A PAVED ROAD LEADING TO
 TN0209'TREGO, THENCE 2.0 MILES SOUTHEAST ALONG THE BURLINGTON NORTHERN
 TN0209'RAILROAD, AT THE NORTHEAST END OF A VALLEY AND THE SOUTHWEST END OF
 TN0209'A LARGE RAILROAD CUT, SET IN THE NORTHWEST CORNER OF AN ABANDONED
 TN0209'SEMAPHORE BASE, AT A PULL-OFF FOR RAILROAD WORK CARS, 39 RAILS
 TN0209'NORTHWEST OF RAILROAD MILE POST 1253 AND 7.4 FEET SOUTHEAST OF THE
 TN0209'SOUTHEAST RAIL.
 TN0209'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0199 ***********************************************************************
 QV0199  DESIGNATION -  B 483
 QV0199  PID         -  QV0199
 QV0199  STATE/COUNTY-  MT/BIG HORN
 QV0199  USGS QUAD   -  WYOLA (1967)
 QV0199
 QV0199                         *CURRENT SURVEY CONTROL
 QV0199  ___________________________________________________________________
 QV0199* NAD 83(1986)-  45 14 02.     (N)    107 23 02.     (W)     SCALED    
 QV0199* NAVD 88     -      1069.010  (meters)    3507.24   (feet)  ADJUSTED  
 QV0199  ___________________________________________________________________
 QV0199  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 QV0199  DYNAMIC HT  -        1068.680 (meters)    3506.16  (feet)  COMP
 QV0199  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 QV0199
 QV0199  VERT ORDER  -  FIRST     CLASS II
 QV0199
 QV0199.The horizontal coordinates were scaled from a topographic map and have
 QV0199.an estimated accuracy of +/- 6 seconds.
 QV0199
 QV0199.The orthometric height was determined by differential leveling
 QV0199.and adjusted by the National Geodetic Survey in June 1991..
 QV0199
 QV0199.The geoid height was determined by GEOID03.
 QV0199
 QV0199.The dynamic height is computed by dividing the NAVD 88
 QV0199.geopotential number by the normal gravity value computed on the
 QV0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0199.degrees latitude (g = 980.6199 gals.).
 QV0199
 QV0199.The modeled gravity was interpolated from observed gravity values.
 QV0199
 QV0199;                    North         East    Units  Estimated Accuracy
 QV0199;SPC MT       -   111,600.      766,130.      MT  (+/- 180 meters Scaled)
 QV0199
 QV0199                          SUPERSEDED SURVEY CONTROL
 QV0199
 QV0199  NGVD 29 (??/??/92) 1068.248  (m)         3504.74   (f) ADJ UNCH    1 2
 QV0199
 QV0199.Superseded values are not recommended for survey control.
 QV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0199.See file dsdata.txt to determine how the superseded data were derived.
 QV0199
 QV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL128116(NAD 83)
 QV0199_MARKER: DB = BENCH MARK DISK
 QV0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0199_SP_SET: ABUTMENT
 QV0199_STAMPING: B 483 1957
 QV0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0199
 QV0199  HISTORY     - Date     Condition        Report By
 QV0199  HISTORY     - 1957     MONUMENTED       CGS
 QV0199
 QV0199                          STATION DESCRIPTION
 QV0199
 QV0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0199'5.85 MI S FROM LODGE GRASS.
 QV0199'ABOUT 5.85 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0199'RAILROAD FROM THE STATION AT LODGE GRASS, IN THE TOP OF THE EAST END
 QV0199'OF THE NORTH ABUTMENT OF BRIDGE 744.39, 6 FEET EAST OF THE EAST RAIL
 QV0199'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0007 ***********************************************************************
 QW0007  DESIGNATION -  B 484
 QW0007  PID         -  QW0007
 QW0007  STATE/COUNTY-  MT/YELLOWSTONE
 QW0007  USGS QUAD   -  BILLINGS EAST (1975)
 QW0007
 QW0007                         *CURRENT SURVEY CONTROL
 QW0007  ___________________________________________________________________
 QW0007* NAD 83(1986)-  45 49 25.     (N)    108 24 34.     (W)     SCALED    
 QW0007* NAVD 88     -       941.669  (meters)    3089.46   (feet)  ADJUSTED  
 QW0007  ___________________________________________________________________
 QW0007  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 QW0007  DYNAMIC HT  -         941.476 (meters)    3088.83  (feet)  COMP
 QW0007  MODELED GRAV-     980,378.2   (mgal)                       NAVD 88
 QW0007
 QW0007  VERT ORDER  -  FIRST     CLASS II
 QW0007
 QW0007.The horizontal coordinates were scaled from a topographic map and have
 QW0007.an estimated accuracy of +/- 6 seconds.
 QW0007
 QW0007.The orthometric height was determined by differential leveling
 QW0007.and adjusted by the National Geodetic Survey in June 1991..
 QW0007
 QW0007.The geoid height was determined by GEOID03.
 QW0007
 QW0007.The dynamic height is computed by dividing the NAVD 88
 QW0007.geopotential number by the normal gravity value computed on the
 QW0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0007.degrees latitude (g = 980.6199 gals.).
 QW0007
 QW0007.The modeled gravity was interpolated from observed gravity values.
 QW0007
 QW0007;                    North         East    Units  Estimated Accuracy
 QW0007;SPC MT       -   175,470.      684,710.      MT  (+/- 180 meters Scaled)
 QW0007
 QW0007                          SUPERSEDED SURVEY CONTROL
 QW0007
 QW0007  NGVD 29 (??/??/92)  940.929  (m)         3087.03   (f) ADJ UNCH    1 2
 QW0007
 QW0007.Superseded values are not recommended for survey control.
 QW0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0007.See file dsdata.txt to determine how the superseded data were derived.
 QW0007
 QW0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR012777(NAD 83)
 QW0007_MARKER: DB = BENCH MARK DISK
 QW0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0007_STAMPING: B 484 1957
 QW0007_MARK LOGO: CGS   
 QW0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0007+STABILITY: SURFACE MOTION
 QW0007
 QW0007  HISTORY     - Date     Condition        Report By
 QW0007  HISTORY     - 1957     MONUMENTED       CGS
 QW0007  HISTORY     - 1981     GOOD             NGS
 QW0007
 QW0007                          STATION DESCRIPTION
 QW0007
 QW0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0007'5.15 MI NE FROM BILLINGS.
 QW0007'ABOUT 5.15 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0007'STATION AT BILLINGS, IN SECTION 19, T 1 N, R 27 E, 6 FEET SOUTH OF THE
 QW0007'13TH POLE SOUTH-SOUTHWEST OF MILEPOST 220, AT A PRIVATE ROAD CROSSING,
 QW0007'74 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST BOUND TRACK, 85
 QW0007'FEET EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, 193 FEET SOUTH OF
 QW0007'THE SOUTH CORNER OF A 24-INCH CAST IRON PIPE CULVERT NUMBER 220 +
 QW0007'1680, 32 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, 2 FEET
 QW0007'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 QW0007'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QW0007
 QW0007                          STATION RECOVERY (1981)
 QW0007
 QW0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0132 ***********************************************************************
 QW0132  DESIGNATION -  B 485
 QW0132  PID         -  QW0132
 QW0132  STATE/COUNTY-  MT/YELLOWSTONE
 QW0132  USGS QUAD   -  MOSSMAIN (1969)
 QW0132
 QW0132                         *CURRENT SURVEY CONTROL
 QW0132  ___________________________________________________________________
 QW0132* NAD 83(1986)-  45 40 33.     (N)    108 44 32.     (W)     SCALED    
 QW0132* NAVD 88     -      1000.548  (meters)    3282.63   (feet)  POSTED    
 QW0132  ___________________________________________________________________
 QW0132  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 QW0132  DYNAMIC HT  -        1000.330 (meters)    3281.92  (feet)  COMP
 QW0132  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 QW0132
 QW0132  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0132
 QW0132.The horizontal coordinates were scaled from a topographic map and have
 QW0132.an estimated accuracy of +/- 6 seconds.
 QW0132
 QW0132.The orthometric height was determined by differential leveling
 QW0132.and adjusted by the National Geodetic Survey in 1992..
 QW0132.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0132.rate of 1.1 thru 2.0 mm/km.
 QW0132
 QW0132.The geoid height was determined by GEOID03.
 QW0132
 QW0132.The dynamic height is computed by dividing the NAVD 88
 QW0132.geopotential number by the normal gravity value computed on the
 QW0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0132.degrees latitude (g = 980.6199 gals.).
 QW0132
 QW0132.The modeled gravity was interpolated from observed gravity values.
 QW0132
 QW0132;                    North         East    Units  Estimated Accuracy
 QW0132;SPC MT       -   158,750.      659,020.      MT  (+/- 180 meters Scaled)
 QW0132
 QW0132                          SUPERSEDED SURVEY CONTROL
 QW0132
 QW0132  NGVD 29 (??/??/92)  999.745  (m)         3280.00   (f) ADJ UNCH    1 2
 QW0132
 QW0132.Superseded values are not recommended for survey control.
 QW0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0132.See file dsdata.txt to determine how the superseded data were derived.
 QW0132
 QW0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR758605(NAD 83)
 QW0132_MARKER: DB = BENCH MARK DISK
 QW0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0132_SP_SET: FOUNDATION
 QW0132_STAMPING: B 485 1957
 QW0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0132
 QW0132  HISTORY     - Date     Condition        Report By
 QW0132  HISTORY     - 1957     MONUMENTED       CGS
 QW0132  HISTORY     - 1981     MARK NOT FOUND   NGS
 QW0132
 QW0132                          STATION DESCRIPTION
 QW0132
 QW0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0132'1.3 MI NE FROM LAUREL.
 QW0132'ABOUT 1.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0132'STATION AT LAUREL, IN SECTION 10, T 2 S, R 24 E, 14 1/2 POLES
 QW0132'NORTHEAST OF MILEPOST 14, AT THE NORTHERN PACIFIC YARD OFFICE, SET
 QW0132'VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE FOUNDATION OF THE 1ST
 QW0132'METAL BUILDING SOUTHWEST OF THE YARD OFFICE BUILDING, 31 FEET
 QW0132'SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST BOUND TRACK, 10 1/2 FEET
 QW0132'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, AND ABOUT 2 FEET ABOVE
 QW0132'THE GROUND.
 QW0132
 QW0132                          STATION RECOVERY (1981)
 QW0132
 QW0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0132'NOTE=RAILROAD PERSONNEL STATED THAT THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0191 ***********************************************************************
 QV0191  DESIGNATION -  B 486
 QV0191  PID         -  QV0191
 QV0191  STATE/COUNTY-  MT/BIG HORN
 QV0191  USGS QUAD   -  LODGE GRASS (1967)
 QV0191
 QV0191                         *CURRENT SURVEY CONTROL
 QV0191  ___________________________________________________________________
 QV0191* NAD 83(1986)-  45 17 19.     (N)    107 22 15.     (W)     SCALED    
 QV0191* NAVD 88     -      1040.010  (meters)    3412.10   (feet)  ADJUSTED  
 QV0191  ___________________________________________________________________
 QV0191  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 QV0191  DYNAMIC HT  -        1039.698 (meters)    3411.08  (feet)  COMP
 QV0191  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 QV0191
 QV0191  VERT ORDER  -  FIRST     CLASS II
 QV0191
 QV0191.The horizontal coordinates were scaled from a topographic map and have
 QV0191.an estimated accuracy of +/- 6 seconds.
 QV0191
 QV0191.The orthometric height was determined by differential leveling
 QV0191.and adjusted by the National Geodetic Survey in June 1991..
 QV0191
 QV0191.The geoid height was determined by GEOID03.
 QV0191
 QV0191.The dynamic height is computed by dividing the NAVD 88
 QV0191.geopotential number by the normal gravity value computed on the
 QV0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0191.degrees latitude (g = 980.6199 gals.).
 QV0191
 QV0191.The modeled gravity was interpolated from observed gravity values.
 QV0191
 QV0191;                    North         East    Units  Estimated Accuracy
 QV0191;SPC MT       -   117,710.      766,990.      MT  (+/- 180 meters Scaled)
 QV0191
 QV0191                          SUPERSEDED SURVEY CONTROL
 QV0191
 QV0191  NGVD 29 (??/??/92) 1039.255  (m)         3409.62   (f) ADJ UNCH    1 2
 QV0191
 QV0191.Superseded values are not recommended for survey control.
 QV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0191.See file dsdata.txt to determine how the superseded data were derived.
 QV0191
 QV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL140177(NAD 83)
 QV0191_MARKER: DB = BENCH MARK DISK
 QV0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0191_STAMPING: B 486 1957
 QV0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0191+STABILITY: SURFACE MOTION
 QV0191
 QV0191  HISTORY     - Date     Condition        Report By
 QV0191  HISTORY     - 1957     MONUMENTED       CGS
 QV0191
 QV0191                          STATION DESCRIPTION
 QV0191
 QV0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0191'1.95 MI S FROM LODGE GRASS.
 QV0191'ABOUT 1.95 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0191'RAILROAD FROM THE STATION AT LODGE GRASS, 8 FEET NORTH OF THE 11TH
 QV0191'POLE NORTH OF MILEPOST 748, 47 FEET EAST OF THE EAST RAIL, 66 FEET
 QV0191'WEST OF THE CENTER LINE OF U.S. HIGHWAY 87, 69 FEET SOUTH OF THE
 QV0191'CENTER LINE OF A CROSS ROAD, 77 FEET SOUTHEAST OF THE CENTER OF THE
 QV0191'CROSSING, 32 FEET SOUTHEAST OF A POWER POLE, 2 FEET WEST OF A WHITE
 QV0191'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND IN THE TOP OF A
 QV0191'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0247 ***********************************************************************
 QV0247  DESIGNATION -  B 487
 QV0247  PID         -  QV0247
 QV0247  STATE/COUNTY-  MT/BIG HORN
 QV0247  USGS QUAD   -  ROWLEY (1969)
 QV0247
 QV0247                         *CURRENT SURVEY CONTROL
 QV0247  ___________________________________________________________________
 QV0247* NAD 83(1986)-  45 44 43.     (N)    107 50 32.     (W)     SCALED    
 QV0247* NAVD 88     -       974.540  (meters)    3197.30   (feet)  ADJUSTED  
 QV0247  ___________________________________________________________________
 QV0247  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 QV0247  DYNAMIC HT  -         974.334 (meters)    3196.63  (feet)  COMP
 QV0247  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 QV0247
 QV0247  VERT ORDER  -  FIRST     CLASS II
 QV0247
 QV0247.The horizontal coordinates were scaled from a topographic map and have
 QV0247.an estimated accuracy of +/- 6 seconds.
 QV0247
 QV0247.The orthometric height was determined by differential leveling
 QV0247.and adjusted by the National Geodetic Survey in June 1991..
 QV0247
 QV0247.The geoid height was determined by GEOID03.
 QV0247
 QV0247.The dynamic height is computed by dividing the NAVD 88
 QV0247.geopotential number by the normal gravity value computed on the
 QV0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0247.degrees latitude (g = 980.6199 gals.).
 QV0247
 QV0247.The modeled gravity was interpolated from observed gravity values.
 QV0247
 QV0247;                    North         East    Units  Estimated Accuracy
 QV0247;SPC MT       -   167,540.      728,950.      MT  (+/- 180 meters Scaled)
 QV0247
 QV0247                          SUPERSEDED SURVEY CONTROL
 QV0247
 QV0247  NGVD 29 (??/??/92)  973.806  (m)         3194.90   (f) ADJ UNCH    1 2
 QV0247
 QV0247.Superseded values are not recommended for survey control.
 QV0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0247.See file dsdata.txt to determine how the superseded data were derived.
 QV0247
 QV0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL789696(NAD 83)
 QV0247_MARKER: DB = BENCH MARK DISK
 QV0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QV0247_SP_SET: CULVERT
 QV0247_STAMPING: B 487 1957
 QV0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QV0247+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 QV0247
 QV0247  HISTORY     - Date     Condition        Report By
 QV0247  HISTORY     - 1957     MONUMENTED       CGS
 QV0247  HISTORY     - 20060912 GOOD             ADACLA
 QV0247
 QV0247                          STATION DESCRIPTION
 QV0247
 QV0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0247'12.5 MI W FROM HARDIN.
 QV0247'ABOUT 12.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0247'RAILROAD FROM THE STATION AT HARDIN, 58 FEET SOUTHEAST OF THE 8TH POLE
 QV0247'WEST OF MILEPOST 796, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL
 QV0247'OF A CONCRETE BOX CULVERT, 10 FEET NORTH OF THE NORTH RAIL, ABOUT 3
 QV0247'FEET BELOW THE TRACK.
 QV0247
 QV0247                          STATION RECOVERY (2006)
 QV0247
 QV0247'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 QV0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0160 ***********************************************************************
 QV0160  DESIGNATION -  B 488
 QV0160  PID         -  QV0160
 QV0160  STATE/COUNTY-  MT/BIG HORN
 QV0160  USGS QUAD   -  CROW AGENCY (1967)
 QV0160
 QV0160                         *CURRENT SURVEY CONTROL
 QV0160  ___________________________________________________________________
 QV0160* NAD 83(1986)-  45 34 07.     (N)    107 27 09.     (W)     SCALED    
 QV0160* NAVD 88     -       936.804  (meters)    3073.50   (feet)  ADJUSTED  
 QV0160  ___________________________________________________________________
 QV0160  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 QV0160  DYNAMIC HT  -         936.594 (meters)    3072.81  (feet)  COMP
 QV0160  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 QV0160
 QV0160  VERT ORDER  -  FIRST     CLASS II
 QV0160
 QV0160.The horizontal coordinates were scaled from a topographic map and have
 QV0160.an estimated accuracy of +/- 6 seconds.
 QV0160
 QV0160.The orthometric height was determined by differential leveling
 QV0160.and adjusted by the National Geodetic Survey in June 1991..
 QV0160
 QV0160.The geoid height was determined by GEOID03.
 QV0160
 QV0160.The dynamic height is computed by dividing the NAVD 88
 QV0160.geopotential number by the normal gravity value computed on the
 QV0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0160.degrees latitude (g = 980.6199 gals.).
 QV0160
 QV0160.The modeled gravity was interpolated from observed gravity values.
 QV0160
 QV0160;                    North         East    Units  Estimated Accuracy
 QV0160;SPC MT       -   148,640.      759,770.      MT  (+/- 180 meters Scaled)
 QV0160
 QV0160                          SUPERSEDED SURVEY CONTROL
 QV0160
 QV0160  NGVD 29 (??/??/92)  936.084  (m)         3071.14   (f) ADJ UNCH    1 2
 QV0160
 QV0160.Superseded values are not recommended for survey control.
 QV0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0160.See file dsdata.txt to determine how the superseded data were derived.
 QV0160
 QV0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL086490(NAD 83)
 QV0160_MARKER: DB = BENCH MARK DISK
 QV0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0160_STAMPING: B 488 1957
 QV0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0160+STABILITY: SURFACE MOTION
 QV0160
 QV0160  HISTORY     - Date     Condition        Report By
 QV0160  HISTORY     - 1957     MONUMENTED       CGS
 QV0160
 QV0160                          STATION DESCRIPTION
 QV0160
 QV0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0160'2.35 MI S FROM CROW AGENCY.
 QV0160'ABOUT 2.35 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0160'RAILROAD FROM THE STATION AT CROW AGENCY, IN THE TOP OF THE CONCRETE
 QV0160'POST AT THE NORTHWEST END OF THE SOUTHWEST GUARD RAIL OF OF THE U.S.
 QV0160'HIGHWAY 87 BRIDGE OVER LITTLE BIGHORN RIVER, ABOUT 50 YARDS NORTHEAST
 QV0160'OF THE TRACK, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 QV0160'ABOUT 4 FEET ABOVE THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0348 ***********************************************************************
 QW0348  DESIGNATION -  B 489
 QW0348  PID         -  QW0348
 QW0348  STATE/COUNTY-  MT/STILLWATER
 QW0348  USGS QUAD   -  REED POINT (1955)
 QW0348
 QW0348                         *CURRENT SURVEY CONTROL
 QW0348  ___________________________________________________________________
 QW0348* NAD 83(1986)-  45 42 24.     (N)    109 30 10.     (W)     SCALED    
 QW0348* NAVD 88     -      1138.050  (meters)    3733.75   (feet)  ADJUSTED  
 QW0348  ___________________________________________________________________
 QW0348  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 QW0348  DYNAMIC HT  -        1137.714 (meters)    3732.65  (feet)  COMP
 QW0348  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 QW0348
 QW0348  VERT ORDER  -  FIRST     CLASS II
 QW0348
 QW0348.The horizontal coordinates were scaled from a topographic map and have
 QW0348.an estimated accuracy of +/- 6 seconds.
 QW0348
 QW0348.The orthometric height was determined by differential leveling
 QW0348.and adjusted by the National Geodetic Survey in June 1991..
 QW0348
 QW0348.The geoid height was determined by GEOID03.
 QW0348
 QW0348.The dynamic height is computed by dividing the NAVD 88
 QW0348.geopotential number by the normal gravity value computed on the
 QW0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0348.degrees latitude (g = 980.6199 gals.).
 QW0348
 QW0348.The modeled gravity was interpolated from observed gravity values.
 QW0348
 QW0348;                    North         East    Units  Estimated Accuracy
 QW0348;SPC MT       -   161,890.      599,780.      MT  (+/- 180 meters Scaled)
 QW0348
 QW0348                          SUPERSEDED SURVEY CONTROL
 QW0348
 QW0348  NGVD 29 (??/??/92) 1137.089  (m)         3730.60   (f) ADJ UNCH    1 2
 QW0348
 QW0348.Superseded values are not recommended for survey control.
 QW0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0348.See file dsdata.txt to determine how the superseded data were derived.
 QW0348
 QW0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR165625(NAD 83)
 QW0348_MARKER: DB = BENCH MARK DISK
 QW0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0348_SP_SET: BRIDGE
 QW0348_STAMPING: B 489 1957
 QW0348_MARK LOGO: CGS   
 QW0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0348
 QW0348  HISTORY     - Date     Condition        Report By
 QW0348  HISTORY     - 1957     MONUMENTED       CGS
 QW0348  HISTORY     - 1982     GOOD             NGS
 QW0348
 QW0348                          STATION DESCRIPTION
 QW0348
 QW0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0348'1.85 MI E FROM REEDPOINT.
 QW0348'ABOUT 1.85 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0348'STATION AT REEDPOINT, IN SECTION 33, T 1 S, R 18 E, 11 1/2 RAILS WEST
 QW0348'OF MILEPOST 55, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 QW0348'ABUTMENT OF THE DOUBLE CHANNEL BRIDGE NUMBER 55, 5 1/2 FEET SOUTH OF
 QW0348'THE SOUTH RAIL, 6 RAILS EAST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 QW0348'AND ABOUT LEVEL WITH THE TRACK.
 QW0348
 QW0348                          STATION RECOVERY (1982)
 QW0348
 QW0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0348'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0348'24.1 KM (14.95 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0348'FROM THE RAILROAD STATION IN COLUMBUS, 0.1 KM (0.05 MI) EAST OF
 QW0348'MILEPOST 55, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 QW0348'ABUTMENT OF RAILROAD BRIDGE NUMBER 55 OVER WHISTLE CREEK AND 1.7
 QW0348'METERS (5.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE MOST NORTHERLY
 QW0348'TRACK.
 QW0348'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0374 ***********************************************************************
 SR0374  DESIGNATION -  B 49
 SR0374  PID         -  SR0374
 SR0374  STATE/COUNTY-  MT/FERGUS
 SR0374  USGS QUAD   -  BROOKS (1985)
 SR0374
 SR0374                         *CURRENT SURVEY CONTROL
 SR0374  ___________________________________________________________________
 SR0374* NAD 83(1986)-  47 12 58.     (N)    109 25 32.     (W)     SCALED    
 SR0374* NAVD 88     -      1202.982  (meters)    3946.78   (feet)  ADJUSTED  
 SR0374  ___________________________________________________________________
 SR0374  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 SR0374  DYNAMIC HT  -        1202.867 (meters)    3946.41  (feet)  COMP
 SR0374  MODELED GRAV-     980,475.2   (mgal)                       NAVD 88
 SR0374
 SR0374  VERT ORDER  -  FIRST     CLASS II
 SR0374
 SR0374.The horizontal coordinates were scaled from a topographic map and have
 SR0374.an estimated accuracy of +/- 6 seconds.
 SR0374
 SR0374.The orthometric height was determined by differential leveling
 SR0374.and adjusted by the National Geodetic Survey in June 1991..
 SR0374
 SR0374.The geoid height was determined by GEOID03.
 SR0374
 SR0374.The dynamic height is computed by dividing the NAVD 88
 SR0374.geopotential number by the normal gravity value computed on the
 SR0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0374.degrees latitude (g = 980.6199 gals.).
 SR0374
 SR0374.The modeled gravity was interpolated from observed gravity values.
 SR0374
 SR0374;                    North         East    Units  Estimated Accuracy
 SR0374;SPC MT       -   329,590.      605,640.      MT  (+/- 180 meters Scaled)
 SR0374
 SR0374                          SUPERSEDED SURVEY CONTROL
 SR0374
 SR0374  NGVD 29 (??/??/92) 1202.110  (m)         3943.92   (f) ADJ UNCH    1 2
 SR0374
 SR0374.Superseded values are not recommended for survey control.
 SR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0374.See file dsdata.txt to determine how the superseded data were derived.
 SR0374
 SR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT192303(NAD 83)
 SR0374_MARKER: DB = BENCH MARK DISK
 SR0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0374_STAMPING: B 49 1933 3943.923
 SR0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0374+STABILITY: SURFACE MOTION
 SR0374
 SR0374  HISTORY     - Date     Condition        Report By
 SR0374  HISTORY     - 1933     MONUMENTED       CGS
 SR0374  HISTORY     - 1961     GOOD             NGS
 SR0374
 SR0374                          STATION DESCRIPTION
 SR0374
 SR0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0374'0.9 MI N FROM BROOKS.
 SR0374'ABOUT 0.9 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0374'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT BROOKS, IN
 SR0374'SECTION 21, T 17 N, R 18 E, 8 RAILS NORTHWEST OF A PRIVATE ROAD
 SR0374'CROSSING, 183 FEET NORTHWEST OF MILEPOST 12, 46 FEET NORTHEAST OF THE
 SR0374'NORTHEAST RAIL, 2 FEET SOUTHWEST OF A FENCE, 1.0 FOOT NORTHWEST OF A
 SR0374'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 SR0374'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0107 ***********************************************************************
 QW0107  DESIGNATION -  B 491
 QW0107  PID         -  QW0107
 QW0107  STATE/COUNTY-  MT/STILLWATER
 QW0107  USGS QUAD   -  MONTAQUA (1956)
 QW0107
 QW0107                         *CURRENT SURVEY CONTROL
 QW0107  ___________________________________________________________________
 QW0107* NAD 83(1986)-  45 37 15.     (N)    108 58 21.     (W)     SCALED    
 QW0107* NAVD 88     -      1041.556  (meters)    3417.17   (feet)  ADJUSTED  
 QW0107  ___________________________________________________________________
 QW0107  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 QW0107  DYNAMIC HT  -        1041.305 (meters)    3416.35  (feet)  COMP
 QW0107  MODELED GRAV-     980,339.6   (mgal)                       NAVD 88
 QW0107
 QW0107  VERT ORDER  -  FIRST     CLASS II
 QW0107
 QW0107.The horizontal coordinates were scaled from a topographic map and have
 QW0107.an estimated accuracy of +/- 6 seconds.
 QW0107
 QW0107.The orthometric height was determined by differential leveling
 QW0107.and adjusted by the National Geodetic Survey in June 1991..
 QW0107
 QW0107.The geoid height was determined by GEOID03.
 QW0107
 QW0107.The dynamic height is computed by dividing the NAVD 88
 QW0107.geopotential number by the normal gravity value computed on the
 QW0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0107.degrees latitude (g = 980.6199 gals.).
 QW0107
 QW0107.The modeled gravity was interpolated from observed gravity values.
 QW0107
 QW0107;                    North         East    Units  Estimated Accuracy
 QW0107;SPC MT       -   152,490.      641,130.      MT  (+/- 180 meters Scaled)
 QW0107
 QW0107                          SUPERSEDED SURVEY CONTROL
 QW0107
 QW0107  NGVD 29 (??/??/92) 1040.727  (m)         3414.45   (f) ADJ UNCH    1 2
 QW0107
 QW0107.Superseded values are not recommended for survey control.
 QW0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0107.See file dsdata.txt to determine how the superseded data were derived.
 QW0107
 QW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR580539(NAD 83)
 QW0107_MARKER: DB = BENCH MARK DISK
 QW0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0107_STAMPING: B 491 1957
 QW0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0107+STABILITY: SURFACE MOTION
 QW0107
 QW0107  HISTORY     - Date     Condition        Report By
 QW0107  HISTORY     - 1957     MONUMENTED       CGS
 QW0107  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0107
 QW0107                          STATION DESCRIPTION
 QW0107
 QW0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0107'2.8 MI SW FROM PARK CITY.
 QW0107'ABOUT 2.8 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0107'STATION AT PARK CITY, IN SECTION 35, T 2 S, R 22 E, 24 POLES EAST OF
 QW0107'MILEPOST 26, 59 1/2 FEET NORTH-NORTHWEST OF THE NEAR RAIL, 66 FEET
 QW0107'NORTH OF THE CENTER OF A ROAD CROSSING, 48 FEET EAST OF THE CENTER
 QW0107'LINE OF A GRAVEL ROAD, 110 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 QW0107'U. S. HIGHWAY 10, 17 FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST OF A
 QW0107'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 QW0107'PROJECTING 5 INCHES.
 QW0107
 QW0107                          STATION RECOVERY (1982)
 QW0107
 QW0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0235 ***********************************************************************
 QW0235  DESIGNATION -  B 492
 QW0235  PID         -  QW0235
 QW0235  STATE/COUNTY-  MT/STILLWATER
 QW0235  USGS QUAD   -  COLUMBUS WEST (1956)
 QW0235
 QW0235                         *CURRENT SURVEY CONTROL
 QW0235  ___________________________________________________________________
 QW0235* NAD 83(1986)-  45 39 35.     (N)    109 20 26.     (W)     SCALED    
 QW0235* NAVD 88     -      1109.234  (meters)    3639.21   (feet)  ADJUSTED  
 QW0235  ___________________________________________________________________
 QW0235  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 QW0235  DYNAMIC HT  -        1108.926 (meters)    3638.20  (feet)  COMP
 QW0235  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 QW0235
 QW0235  VERT ORDER  -  FIRST     CLASS II
 QW0235
 QW0235.The horizontal coordinates were scaled from a topographic map and have
 QW0235.an estimated accuracy of +/- 6 seconds.
 QW0235
 QW0235.The orthometric height was determined by differential leveling
 QW0235.and adjusted by the National Geodetic Survey in June 1991..
 QW0235
 QW0235.The geoid height was determined by GEOID03.
 QW0235
 QW0235.The dynamic height is computed by dividing the NAVD 88
 QW0235.geopotential number by the normal gravity value computed on the
 QW0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0235.degrees latitude (g = 980.6199 gals.).
 QW0235
 QW0235.The modeled gravity was interpolated from observed gravity values.
 QW0235
 QW0235;                    North         East    Units  Estimated Accuracy
 QW0235;SPC MT       -   156,680.      612,420.      MT  (+/- 180 meters Scaled)
 QW0235
 QW0235                          SUPERSEDED SURVEY CONTROL
 QW0235
 QW0235  NGVD 29 (??/??/92) 1108.323  (m)         3636.22   (f) ADJ UNCH    1 2
 QW0235
 QW0235.Superseded values are not recommended for survey control.
 QW0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0235.See file dsdata.txt to determine how the superseded data were derived.
 QW0235
 QW0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR292575(NAD 83)
 QW0235_MARKER: DB = BENCH MARK DISK
 QW0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0235_SP_SET: CULVERT
 QW0235_STAMPING: B 492 1957
 QW0235_MARK LOGO: CGS   
 QW0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0235
 QW0235  HISTORY     - Date     Condition        Report By
 QW0235  HISTORY     - 1957     MONUMENTED       CGS
 QW0235  HISTORY     - 1982     GOOD             NGS
 QW0235
 QW0235                          STATION DESCRIPTION
 QW0235
 QW0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0235'4.7 MI NW FROM COLUMBUS.
 QW0235'ABOUT 4.7 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0235'STATION AT COLUMBUS, IN SECTION 14, T 2 S, R 19 E, 5 RAILS NORTHWEST
 QW0235'OF MILEPOST 45, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 QW0235'CONCRETE HEAD WALL OF A 3X3-FOOT CULVERT NUMBER 45 + 203, 22 FEET
 QW0235'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 QW0235'THE TRACK.
 QW0235
 QW0235                          STATION RECOVERY (1982)
 QW0235
 QW0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0235'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 451091, LINE 101
 QW0235'IS ADEQUATE EXCEPT THAT THE RAILROAD IS NOW THE BURLINGTON NORTHERN
 QW0235'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0221 ***********************************************************************
 QX0221  DESIGNATION -  B 493
 QX0221  PID         -  QX0221
 QX0221  STATE/COUNTY-  MT/GALLATIN
 QX0221  USGS QUAD   -  BOZEMAN (1987)
 QX0221
 QX0221                         *CURRENT SURVEY CONTROL
 QX0221  ___________________________________________________________________
 QX0221* NAD 83(1986)-  45 42 24.     (N)    111 02 45.     (W)     SCALED    
 QX0221* NAVD 88     -      1433.749  (meters)    4703.89   (feet)  ADJUSTED  
 QX0221  ___________________________________________________________________
 QX0221  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 QX0221  DYNAMIC HT  -        1433.242 (meters)    4702.23  (feet)  COMP
 QX0221  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 QX0221
 QX0221  VERT ORDER  -  FIRST     CLASS II
 QX0221
 QX0221.The horizontal coordinates were scaled from a topographic map and have
 QX0221.an estimated accuracy of +/- 6 seconds.
 QX0221
 QX0221.The orthometric height was determined by differential leveling
 QX0221.and adjusted by the National Geodetic Survey in June 1991..
 QX0221
 QX0221.The geoid height was determined by GEOID03.
 QX0221
 QX0221.The dynamic height is computed by dividing the NAVD 88
 QX0221.geopotential number by the normal gravity value computed on the
 QX0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0221.degrees latitude (g = 980.6199 gals.).
 QX0221
 QX0221.The modeled gravity was interpolated from observed gravity values.
 QX0221
 QX0221;                    North         East    Units  Estimated Accuracy
 QX0221;SPC MT       -   163,080.      479,670.      MT  (+/- 180 meters Scaled)
 QX0221
 QX0221                          SUPERSEDED SURVEY CONTROL
 QX0221
 QX0221  NGVD 29 (??/??/92) 1432.560  (m)         4699.99   (f) ADJ UNCH    1 2
 QX0221
 QX0221.Superseded values are not recommended for survey control.
 QX0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0221.See file dsdata.txt to determine how the superseded data were derived.
 QX0221
 QX0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR964614(NAD 83)
 QX0221_MARKER: DB = BENCH MARK DISK
 QX0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0221_SP_SET: COLUMN
 QX0221_STAMPING: B 493 1957
 QX0221_MARK LOGO: CGS   
 QX0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0221
 QX0221  HISTORY     - Date     Condition        Report By
 QX0221  HISTORY     - 1957     MONUMENTED       CGS
 QX0221  HISTORY     - 1958     GOOD             NGS
 QX0221  HISTORY     - 1982     GOOD             NGS
 QX0221
 QX0221                          STATION DESCRIPTION
 QX0221
 QX0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0221'1.55 MI NW FROM BOZEMAN.
 QX0221'ABOUT 1.55 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0221'STATION AT BOZEMAN, IN SECTION 36, T 1 S, R 5 E, AT MILEPOST 142, AT
 QX0221'THE U. S. HIGHWAY 10 OVERPASS, SET VERTICALLY IN THE NORTHEAST FACE OF
 QX0221'THE SOUTHEAST ONE OF THE SOUTHWEST ROW OF CONCRETE COLUMNS, 9 FEET
 QX0221'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET ABOVE THE GROUND.
 QX0221
 QX0221                          STATION RECOVERY (1982)
 QX0221
 QX0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0314 ***********************************************************************
 QW0314  DESIGNATION -  B 494
 QW0314  PID         -  QW0314
 QW0314  STATE/COUNTY-  MT/SWEET GRASS
 QW0314  USGS QUAD   -  BIG TIMBER (1981)
 QW0314
 QW0314                         *CURRENT SURVEY CONTROL
 QW0314  ___________________________________________________________________
 QW0314* NAD 83(1986)-  45 50 40.     (N)    109 56 24.     (W)     SCALED    
 QW0314* NAVD 88     -      1233.625  (meters)    4047.32   (feet)  ADJUSTED  
 QW0314  ___________________________________________________________________
 QW0314  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 QW0314  DYNAMIC HT  -        1233.264 (meters)    4046.13  (feet)  COMP
 QW0314  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 QW0314
 QW0314  VERT ORDER  -  FIRST     CLASS II
 QW0314
 QW0314.The horizontal coordinates were scaled from a topographic map and have
 QW0314.an estimated accuracy of +/- 6 seconds.
 QW0314
 QW0314.The orthometric height was determined by differential leveling
 QW0314.and adjusted by the National Geodetic Survey in June 1991..
 QW0314
 QW0314.The geoid height was determined by GEOID03.
 QW0314
 QW0314.The dynamic height is computed by dividing the NAVD 88
 QW0314.geopotential number by the normal gravity value computed on the
 QW0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0314.degrees latitude (g = 980.6199 gals.).
 QW0314
 QW0314.The modeled gravity was interpolated from observed gravity values.
 QW0314
 QW0314;                    North         East    Units  Estimated Accuracy
 QW0314;SPC MT       -   177,290.      565,840.      MT  (+/- 180 meters Scaled)
 QW0314
 QW0314                          SUPERSEDED SURVEY CONTROL
 QW0314
 QW0314  NGVD 29 (??/??/92) 1232.601  (m)         4043.96   (f) ADJ UNCH    1 2
 QW0314
 QW0314.Superseded values are not recommended for survey control.
 QW0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0314.See file dsdata.txt to determine how the superseded data were derived.
 QW0314
 QW0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR823773(NAD 83)
 QW0314_MARKER: DB = BENCH MARK DISK
 QW0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0314_SP_SET: UNDERPASS
 QW0314_STAMPING: B 494 1957
 QW0314_MARK LOGO: CGS   
 QW0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0314
 QW0314  HISTORY     - Date     Condition        Report By
 QW0314  HISTORY     - 1957     MONUMENTED       CGS
 QW0314  HISTORY     - 1958     GOOD             NGS
 QW0314  HISTORY     - 1982     GOOD             NGS
 QW0314
 QW0314                          STATION DESCRIPTION
 QW0314
 QW0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0314'1.0 MI E FROM BIG TIMBER.
 QW0314'ABOUT 1.0 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0314'STATION AT BIG TIMBER, IN SECTION 11, T 1 N, R 14 E, 656 FEET EAST OF
 QW0314'MILEPOST 80, AT THE STATE HIGHWAY 19 UNDERPASS, SET VERTICALLY IN THE
 QW0314'NORTHEAST FACE OF THE NORTHWEST CONCRETE WALL OF THE UNDERPASS, 15
 QW0314'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET
 QW0314'ABOVE THE LEVEL OF THE HIGHWAY.
 QW0314
 QW0314                          STATION RECOVERY (1958)
 QW0314
 QW0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QW0314'RECOVERED IN GOOD CONDITION.
 QW0314
 QW0314                          STATION RECOVERY (1982)
 QW0314
 QW0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0314'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 451094, LINE 101
 QW0314'IS ADEQUATE EXCEPT THAT THE RAILROAD IS NOW THE BURLINGTON NORTHERN
 QW0314'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0048 ***********************************************************************
 QY0048  DESIGNATION -  B 495
 QY0048  PID         -  QY0048
 QY0048  STATE/COUNTY-  MT/JEFFERSON
 QY0048  USGS QUAD   -  WHITEHALL (1996)
 QY0048
 QY0048                         *CURRENT SURVEY CONTROL
 QY0048  ___________________________________________________________________
 QY0048* NAD 83(1986)-  45 52 13.     (N)    112 06 34.     (W)     SCALED    
 QY0048* NAVD 88     -      1331.697  (meters)    4369.08   (feet)  ADJUSTED  
 QY0048  ___________________________________________________________________
 QY0048  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 QY0048  DYNAMIC HT  -        1331.266 (meters)    4367.66  (feet)  COMP
 QY0048  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 QY0048
 QY0048  VERT ORDER  -  FIRST     CLASS II
 QY0048
 QY0048.The horizontal coordinates were scaled from a topographic map and have
 QY0048.an estimated accuracy of +/- 6 seconds.
 QY0048
 QY0048.The orthometric height was determined by differential leveling
 QY0048.and adjusted by the National Geodetic Survey in June 1991..
 QY0048
 QY0048.The geoid height was determined by GEOID03.
 QY0048
 QY0048.The dynamic height is computed by dividing the NAVD 88
 QY0048.geopotential number by the normal gravity value computed on the
 QY0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0048.degrees latitude (g = 980.6199 gals.).
 QY0048
 QY0048.The modeled gravity was interpolated from observed gravity values.
 QY0048
 QY0048;                    North         East    Units  Estimated Accuracy
 QY0048;SPC MT       -   183,440.      397,510.      MT  (+/- 180 meters Scaled)
 QY0048
 QY0048                          SUPERSEDED SURVEY CONTROL
 QY0048
 QY0048  NGVD 29 (??/??/92) 1330.582  (m)         4365.42   (f) ADJ UNCH    1 2
 QY0048
 QY0048.Superseded values are not recommended for survey control.
 QY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0048.See file dsdata.txt to determine how the superseded data were derived.
 QY0048
 QY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR138802(NAD 83)
 QY0048_MARKER: DB = BENCH MARK DISK
 QY0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0048_STAMPING: B 495 1957
 QY0048_MARK LOGO: CGS   
 QY0048_PROJECTION: PROJECTING 10 CENTIMETERS
 QY0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0048+STABILITY: SURFACE MOTION
 QY0048
 QY0048  HISTORY     - Date     Condition        Report By
 QY0048  HISTORY     - 1957     MONUMENTED       CGS
 QY0048  HISTORY     - 1958     GOOD             NGS
 QY0048  HISTORY     - 1982     GOOD             NGS
 QY0048
 QY0048                          STATION DESCRIPTION
 QY0048
 QY0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0048'0.5 MI W FROM WHITEHALL.
 QY0048'0.5 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 QY0048'WHITEHALL, IN SECTION 4, T 1 N, R 4 W, 56 FEET NORTHEAST OF MILEPOST
 QY0048'39, 46 1/2 FEET NORTH OF THE NORTH RAIL, 164 FEET NORTHEAST OF THE
 QY0048'CENTER OF THE CROSSING OF AN ASPHALT ROAD, 61 FEET SOUTHEAST OF THE
 QY0048'CENTER LINE OF THE ASPHALT ROAD, 13 1/2 FEET EAST OF A POWER POLE, 2
 QY0048'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAILS,
 QY0048'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QY0048
 QY0048                          STATION RECOVERY (1982)
 QY0048
 QY0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QY0048'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QY0048'IN WHITEHALL, AT THE INTERSECTION OF STATE HIGHWAY 55 AND THE
 QY0048'BURLINGTON NORTHERN RAILROAD, 18.6 METERS (61.0 FT) SOUTHEAST OF THE
 QY0048'CENTERLINE OF THE HIGHWAY, 17.1 METERS (56.1 FT) NORTHEAST OF MILEPOST
 QY0048'39, 14.2 METERS (46.6 FT) NORTH OF THE NEAR RAIL AND 4.1 METERS (13.5
 QY0048'FT) EAST OF A UTILITY POLE WITH 3 GUY WIRES.
 QY0048'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 QY0048'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0028 ***********************************************************************
 QY0028  DESIGNATION -  B 496
 QY0028  PID         -  QY0028
 QY0028  STATE/COUNTY-  MT/JEFFERSON
 QY0028  USGS QUAD   -  DELMOE LAKE (1978)
 QY0028
 QY0028                         *CURRENT SURVEY CONTROL
 QY0028  ___________________________________________________________________
 QY0028* NAD 83(1986)-  45 56 00.     (N)    112 18 56.     (W)     SCALED    
 QY0028* NAVD 88     -      1736.128  (meters)    5695.95   (feet)  ADJUSTED  
 QY0028  ___________________________________________________________________
 QY0028  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 QY0028  DYNAMIC HT  -        1735.475 (meters)    5693.80  (feet)  COMP
 QY0028  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 QY0028
 QY0028  VERT ORDER  -  FIRST     CLASS II
 QY0028
 QY0028.The horizontal coordinates were scaled from a topographic map and have
 QY0028.an estimated accuracy of +/- 6 seconds.
 QY0028
 QY0028.The orthometric height was determined by differential leveling
 QY0028.and adjusted by the National Geodetic Survey in June 1991..
 QY0028
 QY0028.The geoid height was determined by GEOID03.
 QY0028
 QY0028.The dynamic height is computed by dividing the NAVD 88
 QY0028.geopotential number by the normal gravity value computed on the
 QY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0028.degrees latitude (g = 980.6199 gals.).
 QY0028
 QY0028.The modeled gravity was interpolated from observed gravity values.
 QY0028
 QY0028;                    North         East    Units  Estimated Accuracy
 QY0028;SPC MT       -   190,990.      381,780.      MT  (+/- 180 meters Scaled)
 QY0028
 QY0028                          SUPERSEDED SURVEY CONTROL
 QY0028
 QY0028  NGVD 29 (??/??/92) 1734.902  (m)         5691.92   (f) ADJ UNCH    1 2
 QY0028
 QY0028.Superseded values are not recommended for survey control.
 QY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0028.See file dsdata.txt to determine how the superseded data were derived.
 QY0028
 QY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR980874(NAD 83)
 QY0028_MARKER: DB = BENCH MARK DISK
 QY0028_SETTING: 66 = SET IN ROCK OUTCROP
 QY0028_SP_SET: GRANITE ROCK
 QY0028_STAMPING: B 496 1957
 QY0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0028+STABILITY: POSITION/ELEVATION WELL
 QY0028
 QY0028  HISTORY     - Date     Condition        Report By
 QY0028  HISTORY     - 1957     MONUMENTED       CGS
 QY0028  HISTORY     - 1958     GOOD             NGS
 QY0028
 QY0028                          STATION DESCRIPTION
 QY0028
 QY0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0028'16.3 MI SE FROM BUTTE.
 QY0028'16.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0028'STATION AT BUTTE, ABOUT 16.4 MILES NORTHWEST FROM THE STATION AT
 QY0028'WHITEHALL, IN SECTION 11, T 2 N, R 6 W, 5 POLES NORTHWEST OF MILEPOST
 QY0028'55, IN THE TOP OF A LARGE ROUND GRANITE ROCK WHICH PROJECTS 5 FEET
 QY0028'ABOVE THE GROUND, 5 RAILS SOUTHEAST OF THE PHONE BOOTH AT WELCH, 60
 QY0028'FEET NORTHWEST OF THE WELCH STATION SIGN BOARD, 39 FEET NORTHWEST OF A
 QY0028'TELEPHONE POLE, 21 FEET NORTH-NORTHEAST OF THE NEAR RAIL OF THE MAIN
 QY0028'TRACK, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0189 ***********************************************************************
 QX0189  DESIGNATION -  B 497
 QX0189  PID         -  QX0189
 QX0189  STATE/COUNTY-  MT/GALLATIN
 QX0189  USGS QUAD   -  LOGAN (1987)
 QX0189
 QX0189                         *CURRENT SURVEY CONTROL
 QX0189  ___________________________________________________________________
 QX0189* NAD 83(1986)-  45 53 10.     (N)    111 23 25.     (W)     SCALED    
 QX0189* NAVD 88     -      1270.617  (meters)    4168.68   (feet)  ADJUSTED  
 QX0189  ___________________________________________________________________
 QX0189  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 QX0189  DYNAMIC HT  -        1270.274 (meters)    4167.56  (feet)  COMP
 QX0189  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 QX0189  OBS GRAVITY -     980,301.5   (mgal)                       GRAV_OBS
 QX0189
 QX0189  VERT ORDER  -  FIRST     CLASS II
 QX0189
 QX0189.The horizontal coordinates were scaled from a topographic map and have
 QX0189.an estimated accuracy of +/- 6 seconds.
 QX0189
 QX0189.The orthometric height was determined by differential leveling
 QX0189.and adjusted by the National Geodetic Survey in June 1991..
 QX0189
 QX0189.The geoid height was determined by GEOID03.
 QX0189
 QX0189.The dynamic height is computed by dividing the NAVD 88
 QX0189.geopotential number by the normal gravity value computed on the
 QX0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0189.degrees latitude (g = 980.6199 gals.).
 QX0189
 QX0189.The modeled gravity was interpolated from observed gravity values.
 QX0189.The observed gravity was obtained from relative gravimeter ties
 QX0189.to the IGSN71 gravity network.
 QX0189
 QX0189;                    North         East    Units  Estimated Accuracy
 QX0189;SPC MT       -   183,590.      453,350.      MT  (+/- 180 meters Scaled)
 QX0189
 QX0189                          SUPERSEDED SURVEY CONTROL
 QX0189
 QX0189  NGVD 29 (??/??/92) 1269.589  (m)         4165.31   (f) ADJ UNCH    1 2
 QX0189
 QX0189.Superseded values are not recommended for survey control.
 QX0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0189.See file dsdata.txt to determine how the superseded data were derived.
 QX0189
 QX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR697814(NAD 83)
 QX0189_MARKER: DB = BENCH MARK DISK
 QX0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0189_STAMPING: B 497 1957
 QX0189_MARK LOGO: CGS   
 QX0189_PROJECTION: PROJECTING 10 CENTIMETERS
 QX0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0189+STABILITY: SURFACE MOTION
 QX0189
 QX0189  HISTORY     - Date     Condition        Report By
 QX0189  HISTORY     - 1957     MONUMENTED       CGS
 QX0189  HISTORY     - 1958     GOOD             NGS
 QX0189  HISTORY     - 1982     GOOD             NGS
 QX0189
 QX0189                          STATION DESCRIPTION
 QX0189
 QX0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0189'1.8 MI E FROM LOGAN.
 QX0189'ABOUT 1.8 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0189'STATION AT LOGAN, ABOUT 3.55 MILES NORTHWEST OF THE STATION AT
 QX0189'MANHATTAN, IN SECTION 31, T 2 N, R 3 E, 8 1/2 POLES EAST OF MILEPOST
 QX0189'163, 102 FEET SOUTH OF THE SOUTH RAIL, 56 FEET SOUTH OF A TELEPHONE
 QX0189'POLE, 28 FEET SOUTH OF A TRAIL ROAD, 2 1/2 FEET NORTH OF A FENCE, 2
 QX0189'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 15 FEET ABOVE THE
 QX0189'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 QX0189'INCHES.
 QX0189
 QX0189                          STATION RECOVERY (1982)
 QX0189
 QX0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0189'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0189'11.0 KM (6.85 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QX0189'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE NORTHEAST EDGE OF THREE
 QX0189'FORKS, 0.4 KM (0.25 MI) EAST OF MILEPOST 163, 31.1 METERS (102.1 FT)
 QX0189'SOUTH OF THE NEAR RAIL, 17.1 METERS (56.1 FT) SOUTH OF A UTILITY POLE,
 QX0189'8.6 METERS (28.2 FT) SOUTH OF THE CENTER OF A TRACK ROAD AND 0.6 METER
 QX0189'(2.0 FT) WEST OF A WOODEN WITNESS POST.
 QX0189'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST AND FENCE
 QX0189'THE MARK IS 4.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0403 ***********************************************************************
 QX0403  DESIGNATION -  B 498
 QX0403  PID         -  QX0403
 QX0403  STATE/COUNTY-  MT/GALLATIN
 QX0403  USGS QUAD   -  WILLOW CREEK (1987)
 QX0403
 QX0403                         *CURRENT SURVEY CONTROL
 QX0403  ___________________________________________________________________
 QX0403* NAD 83(1986)-  45 49 26.     (N)    111 39 11.     (W)     SCALED    
 QX0403* NAVD 88     -      1268.745  (meters)    4162.54   (feet)  ADJUSTED  
 QX0403  ___________________________________________________________________
 QX0403  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 QX0403  DYNAMIC HT  -        1268.388 (meters)    4161.37  (feet)  COMP
 QX0403  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 QX0403
 QX0403  VERT ORDER  -  FIRST     CLASS II
 QX0403
 QX0403.The horizontal coordinates were scaled from a topographic map and have
 QX0403.an estimated accuracy of +/- 6 seconds.
 QX0403
 QX0403.The orthometric height was determined by differential leveling
 QX0403.and adjusted by the National Geodetic Survey in June 1991..
 QX0403
 QX0403.The geoid height was determined by GEOID03.
 QX0403
 QX0403.The dynamic height is computed by dividing the NAVD 88
 QX0403.geopotential number by the normal gravity value computed on the
 QX0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0403.degrees latitude (g = 980.6199 gals.).
 QX0403
 QX0403.The modeled gravity was interpolated from observed gravity values.
 QX0403
 QX0403;                    North         East    Units  Estimated Accuracy
 QX0403;SPC MT       -   177,210.      432,780.      MT  (+/- 180 meters Scaled)
 QX0403
 QX0403                          SUPERSEDED SURVEY CONTROL
 QX0403
 QX0403  NGVD 29 (08/20/92) 1267.704  (m)         4159.13   (f) ADJUSTED    1 2
 QX0403
 QX0403.Superseded values are not recommended for survey control.
 QX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0403.See file dsdata.txt to determine how the superseded data were derived.
 QX0403
 QX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR492746(NAD 83)
 QX0403_MARKER: DB = BENCH MARK DISK
 QX0403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0403_SP_SET: SHALLOW-SET PIPE
 QX0403_STAMPING: B 498 1957
 QX0403_MARK LOGO: CGS   
 QX0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0403
 QX0403  HISTORY     - Date     Condition        Report By
 QX0403  HISTORY     - 1957     MONUMENTED       CGS
 QX0403  HISTORY     - 1958     GOOD             NGS
 QX0403  HISTORY     - 1987     GOOD             NGS
 QX0403
 QX0403                          STATION DESCRIPTION
 QX0403
 QX0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0403'0.4 MI SW FROM WILLOW CREEK.
 QX0403'ABOUT 0.4 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0403'STATION AT WILLOW CREEK, IN SECTION 19, T 1 N, R 1 E, 70 FEET EAST OF
 QX0403'MILEPOST 13, 43 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET
 QX0403'NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A
 QX0403'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK,
 QX0403'AND ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
 QX0403
 QX0403                          STATION RECOVERY (1987)
 QX0403
 QX0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0419 ***********************************************************************
 TN0419  DESIGNATION -  B 499
 TN0419  PID         -  TN0419
 TN0419  STATE/COUNTY-  MT/FLATHEAD
 TN0419  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0419
 TN0419                         *CURRENT SURVEY CONTROL
 TN0419  ___________________________________________________________________
 TN0419* NAD 83(1986)-  48 21 52.     (N)    114 08 51.     (W)     SCALED    
 TN0419* NAVD 88     -       943.947  (meters)    3096.93   (feet)  ADJUSTED  
 TN0419  ___________________________________________________________________
 TN0419  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TN0419  DYNAMIC HT  -         943.938 (meters)    3096.90  (feet)  COMP
 TN0419  MODELED GRAV-     980,570.3   (mgal)                       NAVD 88
 TN0419
 TN0419  VERT ORDER  -  FIRST     CLASS II
 TN0419
 TN0419.The horizontal coordinates were scaled from a topographic map and have
 TN0419.an estimated accuracy of +/- 6 seconds.
 TN0419
 TN0419.The orthometric height was determined by differential leveling
 TN0419.and adjusted by the National Geodetic Survey in June 1991..
 TN0419
 TN0419.The geoid height was determined by GEOID03.
 TN0419
 TN0419.The dynamic height is computed by dividing the NAVD 88
 TN0419.geopotential number by the normal gravity value computed on the
 TN0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0419.degrees latitude (g = 980.6199 gals.).
 TN0419
 TN0419.The modeled gravity was interpolated from observed gravity values.
 TN0419
 TN0419;                    North         East    Units  Estimated Accuracy
 TN0419;SPC MT       -   467,410.      255,940.      MT  (+/- 180 meters Scaled)
 TN0419
 TN0419                          SUPERSEDED SURVEY CONTROL
 TN0419
 TN0419.No superseded survey control is available for this station.
 TN0419
 TN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP112607(NAD 83)
 TN0419_MARKER: DB = BENCH MARK DISK
 TN0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0419_SP_SET: STAINLESS STEEL ROD
 TN0419_STAMPING: B 499 1979
 TN0419_PROJECTION: PROJECTING 8 CENTIMETERS
 TN0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0419_ROD/PIPE-DEPTH: 6.10 meters
 TN0419
 TN0419  HISTORY     - Date     Condition        Report By
 TN0419  HISTORY     - 1979     MONUMENTED       NGS
 TN0419
 TN0419                          STATION DESCRIPTION
 TN0419
 TN0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0419'IN COLUMBIA FALLS.
 TN0419'AT THE JUNCTION OF STATE HIGHWAY 40 AND U. S. HIGHWAY 2 IN COLUMBIA
 TN0419'FALLS, 27 FEET SOUTH OF THE SOUTH WALL OF A 4-UNIT FRAME APARTMENT
 TN0419'BUILDING, 405 FEET NORTH OF THE CENTERLINE OF HIGHWAY 40, 218 FEET
 TN0419'WEST OF THE CENTERLINE OF HIGHWAY 2, 3 FEET WEST OF POWERLINE POLE NO.
 TN0419'F15 G4A WITH A TRANSFORMER AND 1 FOOT SOUTH OF A CHAIN LINK FENCE.
 TN0419'SET LEVEL WITH GROUND.
 TN0419'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TN0419'THE MARK IS ABOVE LEVEL WITH HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0047 ***********************************************************************
 SQ0047  DESIGNATION -  B 5 I 1
 SQ0047  PID         -  SQ0047
 SQ0047  STATE/COUNTY-  MT/VALLEY
 SQ0047  USGS QUAD   -  YORK ISLAND (1972)
 SQ0047
 SQ0047                         *CURRENT SURVEY CONTROL
 SQ0047  ___________________________________________________________________
 SQ0047* NAD 83(1986)-  47 59 57.     (N)    106 26 10.     (W)     SCALED    
 SQ0047* NAVD 88     -       629.43   (+/-2cm)    2065.1    (feet)  VERTCON   
 SQ0047  ___________________________________________________________________
 SQ0047  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 SQ0047
 SQ0047  VERT ORDER  -  ? (See Below)
 SQ0047
 SQ0047.The horizontal coordinates were scaled from a topographic map and have
 SQ0047.an estimated accuracy of +/- 6 seconds.
 SQ0047
 SQ0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0047.The vertical order pertains to the NGVD 29 superseded value.
 SQ0047
 SQ0047.The geoid height was determined by GEOID03.
 SQ0047
 SQ0047;                    North         East    Units  Estimated Accuracy
 SQ0047;SPC MT       -   421,070.      828,480.      MT  (+/- 180 meters Scaled)
 SQ0047
 SQ0047                          SUPERSEDED SURVEY CONTROL
 SQ0047
 SQ0047  NGVD 29 (??/??/92)  628.802  (m)         2062.99   (f) ADJ UNCH    ?  
 SQ0047
 SQ0047.Superseded values are not recommended for survey control.
 SQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0047.See file dsdata.txt to determine how the superseded data were derived.
 SQ0047
 SQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP928172(NAD 83)
 SQ0047_MARKER: P = PIPE CAP
 SQ0047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0047
 SQ0047  HISTORY     - Date     Condition        Report By
 SQ0047  HISTORY     - UNK      MONUMENTED       DOD
 SQ0047  HISTORY     - 1934     GOOD             NGS
 SQ0047
 SQ0047                          STATION DESCRIPTION
 SQ0047
 SQ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0047'1.2 MI N FROM LISMAS FERRY.
 SQ0047'ABOUT 1.2 MILES NORTH ALONG THE LISMAS FERRY ROAD FROM LISMAS, VALLEY
 SQ0047'COUNTY, ABOUT 800 FEET SOUTH OF A RANCH HOUSE, AT TRIANGULATION
 SQ0047'STATION I 1, AND NEAR A 24-INCH COTTONWOOD TREE.  A CORPS OF
 SQ0047'ENGINEERS, U.S. ARMY, STANDARD CAP, RIVETED ON THE TOP OF A 3-INCH
 SQ0047'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0251 ***********************************************************************
 SS0251  DESIGNATION -  B 5 S RM 1
 SS0251  PID         -  SS0251
 SS0251  STATE/COUNTY-  MT/JUDITH BASIN
 SS0251  USGS QUAD   -  STANFORD (1978)
 SS0251
 SS0251                         *CURRENT SURVEY CONTROL
 SS0251  ___________________________________________________________________
 SS0251* NAD 83(1986)-  47 13 41.     (N)    110 11 53.     (W)     SCALED    
 SS0251* NAVD 88     -      1227.639  (meters)    4027.68   (feet)  ADJUSTED  
 SS0251  ___________________________________________________________________
 SS0251  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 SS0251  DYNAMIC HT  -        1227.499 (meters)    4027.22  (feet)  COMP
 SS0251  MODELED GRAV-     980,455.9   (mgal)                       NAVD 88
 SS0251
 SS0251  VERT ORDER  -  SECOND    CLASS 0
 SS0251
 SS0251.The horizontal coordinates were scaled from a topographic map and have
 SS0251.an estimated accuracy of +/- 6 seconds.
 SS0251
 SS0251.The orthometric height was determined by differential leveling
 SS0251.and adjusted by the National Geodetic Survey in June 1991..
 SS0251
 SS0251.The geoid height was determined by GEOID03.
 SS0251
 SS0251.The dynamic height is computed by dividing the NAVD 88
 SS0251.geopotential number by the normal gravity value computed on the
 SS0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0251.degrees latitude (g = 980.6199 gals.).
 SS0251
 SS0251.The modeled gravity was interpolated from observed gravity values.
 SS0251
 SS0251;                    North         East    Units  Estimated Accuracy
 SS0251;SPC MT       -   331,150.      547,170.      MT  (+/- 180 meters Scaled)
 SS0251
 SS0251                          SUPERSEDED SURVEY CONTROL
 SS0251
 SS0251  NGVD 29 (??/??/92) 1226.739  (m)         4024.73   (f) ADJ UNCH    2 0
 SS0251
 SS0251.Superseded values are not recommended for survey control.
 SS0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0251.See file dsdata.txt to determine how the superseded data were derived.
 SS0251
 SS0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT607308(NAD 83)
 SS0251_MARKER: DR = REFERENCE MARK DISK
 SS0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0251_STAMPING: B 5 S NO 1 1961
 SS0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0251+STABILITY: SURFACE MOTION
 SS0251
 SS0251  HISTORY     - Date     Condition        Report By
 SS0251  HISTORY     - 1961     MONUMENTED       CGS
 SS0251  HISTORY     - 1973     GOOD             USGS
 SS0251
 SS0251                          STATION DESCRIPTION
 SS0251
 SS0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0251'6.85 MI N FROM STANFORD.
 SS0251'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0251'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 5.45 MILES NORTH ALONG
 SS0251'STATE SECONDARY ROAD 230, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD,
 SS0251'IN SECTION 21, T 17 N, R 12 E, 30 FEET SOUTH OF THE CENTER LINE OF THE
 SS0251'ROAD, 21 1/2 FEET EAST OF A T-FENCE CORNER, 1 FOOT NORTH OF A FENCE,
 SS0251'26 FEET EAST OF B 5 S 1961, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 SS0251'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 SS0251
 SS0251                          STATION RECOVERY (1973)
 SS0251
 SS0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SS0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0253 ***********************************************************************
 SS0253  DESIGNATION -  B 5 S RM 2
 SS0253  PID         -  SS0253
 SS0253  STATE/COUNTY-  MT/JUDITH BASIN
 SS0253  USGS QUAD   -  STANFORD (1978)
 SS0253
 SS0253                         *CURRENT SURVEY CONTROL
 SS0253  ___________________________________________________________________
 SS0253* NAD 83(1986)-  47 13 41.     (N)    110 11 52.     (W)     SCALED    
 SS0253* NAVD 88     -      1227.599  (meters)    4027.55   (feet)  ADJUSTED  
 SS0253  ___________________________________________________________________
 SS0253  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 SS0253  DYNAMIC HT  -        1227.459 (meters)    4027.09  (feet)  COMP
 SS0253  MODELED GRAV-     980,455.9   (mgal)                       NAVD 88
 SS0253
 SS0253  VERT ORDER  -  SECOND    CLASS 0
 SS0253
 SS0253.The horizontal coordinates were scaled from a topographic map and have
 SS0253.an estimated accuracy of +/- 6 seconds.
 SS0253
 SS0253.The orthometric height was determined by differential leveling
 SS0253.and adjusted by the National Geodetic Survey in June 1991..
 SS0253
 SS0253.The geoid height was determined by GEOID03.
 SS0253
 SS0253.The dynamic height is computed by dividing the NAVD 88
 SS0253.geopotential number by the normal gravity value computed on the
 SS0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0253.degrees latitude (g = 980.6199 gals.).
 SS0253
 SS0253.The modeled gravity was interpolated from observed gravity values.
 SS0253
 SS0253;                    North         East    Units  Estimated Accuracy
 SS0253;SPC MT       -   331,150.      547,190.      MT  (+/- 180 meters Scaled)
 SS0253
 SS0253                          SUPERSEDED SURVEY CONTROL
 SS0253
 SS0253  NGVD 29 (??/??/92) 1226.698  (m)         4024.59   (f) ADJ UNCH    2 0
 SS0253
 SS0253.Superseded values are not recommended for survey control.
 SS0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0253.See file dsdata.txt to determine how the superseded data were derived.
 SS0253
 SS0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT607308(NAD 83)
 SS0253_MARKER: DR = REFERENCE MARK DISK
 SS0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0253_STAMPING: B 5 S NO 2 1961
 SS0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0253+STABILITY: SURFACE MOTION
 SS0253
 SS0253  HISTORY     - Date     Condition        Report By
 SS0253  HISTORY     - 1961     MONUMENTED       CGS
 SS0253  HISTORY     - 1973     GOOD             USGS
 SS0253
 SS0253                          STATION DESCRIPTION
 SS0253
 SS0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0253'6.85 MI N FROM STANFORD.
 SS0253'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0253'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 5.45 MILES NORTH ALONG
 SS0253'STATE SECONDARY ROAD 230, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD,
 SS0253'IN SECTION 21, T 17 N, R 12 E, 30 FEET SOUTH OF THE CENTER LINE OF THE
 SS0253'ROAD, 31 1/2 FEET WEST OF A T-FENCE CORNER, 1 1/2 FEET NORTH OF A
 SS0253'FENCE, 27.7 FEET WEST OF B 5 S 1961, ABOUT 1 FOOT BELOW THE LEVEL OF
 SS0253'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 SS0253
 SS0253                          STATION RECOVERY (1973)
 SS0253
 SS0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SS0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0255 ***********************************************************************
 SS0255  DESIGNATION -  B 5 T
 SS0255  PID         -  SS0255
 SS0255  STATE/COUNTY-  MT/JUDITH BASIN
 SS0255  USGS QUAD   -  STANFORD (1978)
 SS0255
 SS0255                         *CURRENT SURVEY CONTROL
 SS0255  ___________________________________________________________________
 SS0255* NAD 83(1986)-  47 13 52.     (N)    110 11 29.     (W)     SCALED    
 SS0255* NAVD 88     -      1223.277  (meters)    4013.37   (feet)  ADJUSTED  
 SS0255  ___________________________________________________________________
 SS0255  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 SS0255  DYNAMIC HT  -        1223.139 (meters)    4012.92  (feet)  COMP
 SS0255  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 SS0255
 SS0255  VERT ORDER  -  SECOND    CLASS 0
 SS0255
 SS0255.The horizontal coordinates were scaled from a topographic map and have
 SS0255.an estimated accuracy of +/- 6 seconds.
 SS0255
 SS0255.The orthometric height was determined by differential leveling
 SS0255.and adjusted by the National Geodetic Survey in June 1991..
 SS0255
 SS0255.The geoid height was determined by GEOID03.
 SS0255
 SS0255.The dynamic height is computed by dividing the NAVD 88
 SS0255.geopotential number by the normal gravity value computed on the
 SS0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0255.degrees latitude (g = 980.6199 gals.).
 SS0255
 SS0255.The modeled gravity was interpolated from observed gravity values.
 SS0255
 SS0255;                    North         East    Units  Estimated Accuracy
 SS0255;SPC MT       -   331,490.      547,680.      MT  (+/- 180 meters Scaled)
 SS0255
 SS0255                          SUPERSEDED SURVEY CONTROL
 SS0255
 SS0255  NGVD 29 (??/??/92) 1222.378  (m)         4010.42   (f) ADJ UNCH    2 0
 SS0255
 SS0255.Superseded values are not recommended for survey control.
 SS0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0255.See file dsdata.txt to determine how the superseded data were derived.
 SS0255
 SS0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT612311(NAD 83)
 SS0255_MARKER: DS = TRIANGULATION STATION DISK
 SS0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0255_STAMPING: B 5 T 1961
 SS0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0255+STABILITY: SURFACE MOTION
 SS0255
 SS0255  HISTORY     - Date     Condition        Report By
 SS0255  HISTORY     - 1961     MONUMENTED       CGS
 SS0255
 SS0255                          STATION DESCRIPTION
 SS0255
 SS0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0255'6.8 MI N FROM STANFORD.
 SS0255'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0255'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 5.7 MILES NORTH ALONG
 SS0255'STATE SECONDARY ROAD 230, OR 0.2 MILE EAST ALONG THE CHICAGO,
 SS0255'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN
 SS0255'ELEVATOR AT ARROW CREEK, THENCE 8.25 MILES SOUTH ALONG STATE SECONDARY
 SS0255'ROAD 230, IN SECTION 15, T 17 N, R 12 E, 0.25 MILE NORTH OF THE
 SS0255'INTERSECTION OF THE ROAD AND AN EAST-WEST ROAD, 58 FEET EAST OF THE
 SS0255'CENTER LINE OF THE ROAD, 3 FEET WEST OF A FENCE, 36.4 FEET SOUTH OF B
 SS0255'5 T R.M. 1, 35.3 FEET NORTH OF B 5 T R.M. 2, 2.5 FEET WEST OF A METAL
 SS0255'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SS0255'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0256 ***********************************************************************
 SS0256  DESIGNATION -  B 5 T RM 1
 SS0256  PID         -  SS0256
 SS0256  STATE/COUNTY-  MT/JUDITH BASIN
 SS0256  USGS QUAD   -  STANFORD (1978)
 SS0256
 SS0256                         *CURRENT SURVEY CONTROL
 SS0256  ___________________________________________________________________
 SS0256* NAD 83(1986)-  47 13 52.     (N)    110 11 29.     (W)     SCALED    
 SS0256* NAVD 88     -      1223.222  (meters)    4013.19   (feet)  ADJUSTED  
 SS0256  ___________________________________________________________________
 SS0256  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 SS0256  DYNAMIC HT  -        1223.083 (meters)    4012.73  (feet)  COMP
 SS0256  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 SS0256
 SS0256  VERT ORDER  -  SECOND    CLASS 0
 SS0256
 SS0256.The horizontal coordinates were scaled from a topographic map and have
 SS0256.an estimated accuracy of +/- 6 seconds.
 SS0256
 SS0256.The orthometric height was determined by differential leveling
 SS0256.and adjusted by the National Geodetic Survey in June 1991..
 SS0256
 SS0256.The geoid height was determined by GEOID03.
 SS0256
 SS0256.The dynamic height is computed by dividing the NAVD 88
 SS0256.geopotential number by the normal gravity value computed on the
 SS0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0256.degrees latitude (g = 980.6199 gals.).
 SS0256
 SS0256.The modeled gravity was interpolated from observed gravity values.
 SS0256
 SS0256;                    North         East    Units  Estimated Accuracy
 SS0256;SPC MT       -   331,490.      547,680.      MT  (+/- 180 meters Scaled)
 SS0256
 SS0256                          SUPERSEDED SURVEY CONTROL
 SS0256
 SS0256  NGVD 29 (??/??/92) 1222.323  (m)         4010.24   (f) ADJ UNCH    2 0
 SS0256
 SS0256.Superseded values are not recommended for survey control.
 SS0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0256.See file dsdata.txt to determine how the superseded data were derived.
 SS0256
 SS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT612311(NAD 83)
 SS0256_MARKER: DR = REFERENCE MARK DISK
 SS0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0256_STAMPING: B 5 T NO 1 1961
 SS0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0256+STABILITY: SURFACE MOTION
 SS0256
 SS0256  HISTORY     - Date     Condition        Report By
 SS0256  HISTORY     - 1961     MONUMENTED       CGS
 SS0256
 SS0256                          STATION DESCRIPTION
 SS0256
 SS0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0256'6.8 MI N FROM STANFORD.
 SS0256'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0256'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 5.7 MILES NORTH ALONG
 SS0256'STATE SECONDARY ROAD 230, IN SECTION 15, T 17 N, R 12 E, 60 FEET EAST
 SS0256'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 36.4 FEET
 SS0256'NORTH OF B 5 T 1961, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 SS0256'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0254 ***********************************************************************
 SS0254  DESIGNATION -  B 5 T RM 2
 SS0254  PID         -  SS0254
 SS0254  STATE/COUNTY-  MT/JUDITH BASIN
 SS0254  USGS QUAD   -  STANFORD (1978)
 SS0254
 SS0254                         *CURRENT SURVEY CONTROL
 SS0254  ___________________________________________________________________
 SS0254* NAD 83(1986)-  47 13 52.     (N)    110 11 29.     (W)     SCALED    
 SS0254* NAVD 88     -      1223.298  (meters)    4013.44   (feet)  ADJUSTED  
 SS0254  ___________________________________________________________________
 SS0254  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 SS0254  DYNAMIC HT  -        1223.160 (meters)    4012.98  (feet)  COMP
 SS0254  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 SS0254
 SS0254  VERT ORDER  -  SECOND    CLASS 0
 SS0254
 SS0254.The horizontal coordinates were scaled from a topographic map and have
 SS0254.an estimated accuracy of +/- 6 seconds.
 SS0254
 SS0254.The orthometric height was determined by differential leveling
 SS0254.and adjusted by the National Geodetic Survey in June 1991..
 SS0254
 SS0254.The geoid height was determined by GEOID03.
 SS0254
 SS0254.The dynamic height is computed by dividing the NAVD 88
 SS0254.geopotential number by the normal gravity value computed on the
 SS0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0254.degrees latitude (g = 980.6199 gals.).
 SS0254
 SS0254.The modeled gravity was interpolated from observed gravity values.
 SS0254
 SS0254;                    North         East    Units  Estimated Accuracy
 SS0254;SPC MT       -   331,490.      547,680.      MT  (+/- 180 meters Scaled)
 SS0254
 SS0254                          SUPERSEDED SURVEY CONTROL
 SS0254
 SS0254  NGVD 29 (??/??/92) 1222.399  (m)         4010.49   (f) ADJ UNCH    2 0
 SS0254
 SS0254.Superseded values are not recommended for survey control.
 SS0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0254.See file dsdata.txt to determine how the superseded data were derived.
 SS0254
 SS0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT612311(NAD 83)
 SS0254_MARKER: DR = REFERENCE MARK DISK
 SS0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0254_STAMPING: B 5 T NO 2 1961
 SS0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0254+STABILITY: SURFACE MOTION
 SS0254
 SS0254  HISTORY     - Date     Condition        Report By
 SS0254  HISTORY     - 1961     MONUMENTED       CGS
 SS0254
 SS0254                          STATION DESCRIPTION
 SS0254
 SS0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0254'6.8 MI N FROM STANFORD.
 SS0254'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0254'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 5.7 MILES NORTH ALONG
 SS0254'STATE SECONDARY ROAD 230, IN SECTION 15, T 17 N, R 12 E, 60 FEET EAST
 SS0254'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 35.3 FEET
 SS0254'SOUTH OF B 5 T 1961, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 SS0254'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0337 ***********************************************************************
 TN0337  DESIGNATION -  B 50
 TN0337  PID         -  TN0337
 TN0337  STATE/COUNTY-  MT/LINCOLN
 TN0337  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0337
 TN0337                         *CURRENT SURVEY CONTROL
 TN0337  ___________________________________________________________________
 TN0337* NAD 83(1986)-  48 26 42.     (N)    115 48 22.     (W)     SCALED    
 TN0337* NAVD 88     -       597.913  (meters)    1961.65   (feet)  ADJUSTED  
 TN0337  ___________________________________________________________________
 TN0337  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 TN0337  DYNAMIC HT  -         597.955 (meters)    1961.79  (feet)  COMP
 TN0337  MODELED GRAV-     980,664.0   (mgal)                       NAVD 88
 TN0337
 TN0337  VERT ORDER  -  FIRST     CLASS II
 TN0337
 TN0337.The horizontal coordinates were scaled from a topographic map and have
 TN0337.an estimated accuracy of +/- 6 seconds.
 TN0337
 TN0337.The orthometric height was determined by differential leveling
 TN0337.and adjusted by the National Geodetic Survey in June 1991..
 TN0337
 TN0337.The geoid height was determined by GEOID03.
 TN0337
 TN0337.The dynamic height is computed by dividing the NAVD 88
 TN0337.geopotential number by the normal gravity value computed on the
 TN0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0337.degrees latitude (g = 980.6199 gals.).
 TN0337
 TN0337.The modeled gravity was interpolated from observed gravity values.
 TN0337
 TN0337;                    North         East    Units  Estimated Accuracy
 TN0337;SPC MT       -   484,920.      134,110.      MT  (+/- 180 meters Scaled)
 TN0337
 TN0337                          SUPERSEDED SURVEY CONTROL
 TN0337
 TN0337  NGVD 29 (??/??/92)  596.740  (m)         1957.80   (f) ADJ UNCH    1 2
 TN0337
 TN0337.Superseded values are not recommended for survey control.
 TN0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0337.See file dsdata.txt to determine how the superseded data were derived.
 TN0337
 TN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP882664(NAD 83)
 TN0337_MARKER: DB = BENCH MARK DISK
 TN0337_SETTING: 80 = SET IN A BOULDER
 TN0337_SP_SET: BOULDER
 TN0337_STAMPING: B 50 1933
 TN0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0337+STABILITY: SURFACE MOTION
 TN0337
 TN0337  HISTORY     - Date     Condition        Report By
 TN0337  HISTORY     - 1933     MONUMENTED       CGS
 TN0337  HISTORY     - 1956     GOOD             NGS
 TN0337  HISTORY     - 1971     GOOD             BPR
 TN0337  HISTORY     - 1980     GOOD             NGS
 TN0337  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 TN0337
 TN0337                          STATION DESCRIPTION
 TN0337
 TN0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TN0337'5.1 MI E FROM TROY.
 TN0337'5.1 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM TROY, LINCOLN
 TN0337'COUNTY, 300 FEET EAST OF SEMAPHORES 1349.0 AND 1349.1, 70 FEET WEST OF
 TN0337'MILEPOST 1349, 48 FEET NORTH OF THE NORTH TRACK, AND IN THE TOP OF AN
 TN0337'EMBEDDED BOULDER.  A STANDARD DISK, STAMPED B 50 1933.
 TN0337
 TN0337                          STATION RECOVERY (1971)
 TN0337
 TN0337'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0337'RECOVERED IN GOOD CONDITION.
 TN0337
 TN0337                          STATION RECOVERY (1980)
 TN0337
 TN0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0337'8.4 KILOMETERS (5.2 MILES) SOUTHEAST ALONG US HIGHWAY 2 FROM THE
 TN0337'HIGH SCHOOL IN TROY, SET IN TOP OF A 3 X 6 FOOT EMBEDDED BOULDER
 TN0337'PROJECTING 0.6 METER (2.0 FEET), 67.7 METERS (222 FEET) EAST OF
 TN0337'THE CENTERLINE OF A PRIVATE DRIVE CROSSING THE BURLINGTON NORTHERN
 TN0337'RAILWAY, 21.3 METERS (70.0 FEET) WEST OF RAILWAY MILEPOST 1333, 18.9
 TN0337'METERS (62.0 FEET) NORTH OF THE NORTH RAIL OF THE TRACKS, 11.9 METERS
 TN0337'(39.0 FEET) NORTH OF THE NORTH RAILWAY RIGHT-OF-WAY FENCE, 7.8
 TN0337'METERS (25.5 FEET) SOUTH OF THE EAST ONE OF TWO 36 INCH DIAMETER PINE
 TN0337'TREES.
 TN0337'THE MARK IS 2.0 M BELOW THE TRACKS.
 TN0337
 TN0337                          STATION RECOVERY (1981)
 TN0337
 TN0337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TN0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0757 ***********************************************************************
 TM0757  DESIGNATION -  B 500
 TM0757  PID         -  TM0757
 TM0757  STATE/COUNTY-  MT/FLATHEAD
 TM0757  USGS QUAD   -  NYACK (1994)
 TM0757
 TM0757                         *CURRENT SURVEY CONTROL
 TM0757  ___________________________________________________________________
 TM0757* NAD 83(1986)-  48 27 11.     (N)    113 49 10.     (W)     SCALED    
 TM0757* NAVD 88     -      1015.150  (meters)    3330.54   (feet)  ADJUSTED  
 TM0757  ___________________________________________________________________
 TM0757  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 TM0757  DYNAMIC HT  -        1015.120 (meters)    3330.44  (feet)  COMP
 TM0757  MODELED GRAV-     980,547.9   (mgal)                       NAVD 88
 TM0757
 TM0757  VERT ORDER  -  FIRST     CLASS II
 TM0757
 TM0757.The horizontal coordinates were scaled from a topographic map and have
 TM0757.an estimated accuracy of +/- 6 seconds.
 TM0757
 TM0757.The orthometric height was determined by differential leveling
 TM0757.and adjusted by the National Geodetic Survey in June 1991..
 TM0757
 TM0757.The geoid height was determined by GEOID03.
 TM0757
 TM0757.The dynamic height is computed by dividing the NAVD 88
 TM0757.geopotential number by the normal gravity value computed on the
 TM0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0757.degrees latitude (g = 980.6199 gals.).
 TM0757
 TM0757.The modeled gravity was interpolated from observed gravity values.
 TM0757
 TM0757;                    North         East    Units  Estimated Accuracy
 TM0757;SPC MT       -   475,860.      280,750.      MT  (+/- 180 meters Scaled)
 TM0757
 TM0757                          SUPERSEDED SURVEY CONTROL
 TM0757
 TM0757.No superseded survey control is available for this station.
 TM0757
 TM0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU915704(NAD 83)
 TM0757_MARKER: DB = BENCH MARK DISK
 TM0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0757_SP_SET: STAINLESS STEEL ROD
 TM0757_STAMPING: B 500 1979
 TM0757_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0757_ROD/PIPE-DEPTH: 6.10 meters
 TM0757
 TM0757  HISTORY     - Date     Condition        Report By
 TM0757  HISTORY     - 1979     MONUMENTED       NGS
 TM0757
 TM0757                          STATION DESCRIPTION
 TM0757
 TM0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0757'9.6 MI SE FROM WEST GLACIER.
 TM0757'9.65 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0757'GLACIER NATIONAL PARK AT WEST GLACIER, AT MILE POST 163, AT A GRAVEL
 TM0757'DRIVE LEADING NORTHEAST OVER A DOUBLE SET OF RAILROAD TRACKS, 60.5
 TM0757'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 2, 58.5 FEET SOUTHWEST OF
 TM0757'THE SOUTHWEST RAIL OF THE SOUTHWEST TRACKS, 20 FEET SOUTHEAST OF THE
 TM0757'CENTERLINE OF THE GRAVEL DRIVE AND 3 FEET SOUTHEAST OF A POWERLINE
 TM0757'POLE WITH GUY WIRE.
 TM0757'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 TM0757'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0467 ***********************************************************************
 TN0467  DESIGNATION -  B 501
 TN0467  PID         -  TN0467
 TN0467  STATE/COUNTY-  MT/FLATHEAD
 TN0467  USGS QUAD   -  WHITEFISH (1994)
 TN0467
 TN0467                         *CURRENT SURVEY CONTROL
 TN0467  ___________________________________________________________________
 TN0467* NAD 83(1986)-  48 22 43.     (N)    114 20 06.     (W)     SCALED    
 TN0467* NAVD 88     -       943.113  (meters)    3094.20   (feet)  ADJUSTED  
 TN0467  ___________________________________________________________________
 TN0467  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 TN0467  DYNAMIC HT  -         943.112 (meters)    3094.19  (feet)  COMP
 TN0467  MODELED GRAV-     980,579.2   (mgal)                       NAVD 88
 TN0467
 TN0467  VERT ORDER  -  FIRST     CLASS II
 TN0467
 TN0467.The horizontal coordinates were scaled from a topographic map and have
 TN0467.an estimated accuracy of +/- 6 seconds.
 TN0467
 TN0467.The orthometric height was determined by differential leveling
 TN0467.and adjusted by the National Geodetic Survey in June 1991..
 TN0467
 TN0467.The geoid height was determined by GEOID03.
 TN0467
 TN0467.The dynamic height is computed by dividing the NAVD 88
 TN0467.geopotential number by the normal gravity value computed on the
 TN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0467.degrees latitude (g = 980.6199 gals.).
 TN0467
 TN0467.The modeled gravity was interpolated from observed gravity values.
 TN0467
 TN0467;                    North         East    Units  Estimated Accuracy
 TN0467;SPC MT       -   469,830.      242,180.      MT  (+/- 180 meters Scaled)
 TN0467
 TN0467                          SUPERSEDED SURVEY CONTROL
 TN0467
 TN0467.No superseded survey control is available for this station.
 TN0467
 TN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP973618(NAD 83)
 TN0467_MARKER: DB = BENCH MARK DISK
 TN0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0467_SP_SET: STAINLESS STEEL ROD
 TN0467_STAMPING: B 501 1979
 TN0467_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0467_ROD/PIPE-DEPTH: 7.62 meters
 TN0467
 TN0467  HISTORY     - Date     Condition        Report By
 TN0467  HISTORY     - 1979     MONUMENTED       NGS
 TN0467
 TN0467                          STATION DESCRIPTION
 TN0467
 TN0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0467'2.2 MI SOUTH FROM WHITEFISH.
 TN0467'2.2 MILES SOUTH ALONG US HIGHWAY 93 (SPOKANE AVENUE) FROM THE JUNCTION
 TN0467'OF SECOND STREET IN WHITEFISH, 83 FEET NORTH OF THE CENTERLINE OF
 TN0467'STATE HIGHWAY 40, 80 FEET EAST OF THE CENTERLINE OF HIGHWAY 93,
 TN0467'10 FEET NORTH OF MONTANA STATE HIGHWAY COMMISSION BENCHMARK NO.
 TN0467'FAP 270 (9), 4 FEET NORTH OF A SOUTHWEST CORNER FENCE POST, 1 FOOT
 TN0467'WEST OF A FENCELINE, MARK IS ACCESSED THROUGH A 4 INCH PLASTIC SCREW
 TN0467'PLUG.
 TN0467'THE MARK IS 3 FT  S FROM A WITNESS POST.
 TN0467'THE MARK IS 3 FT ABOVE THE HIGHWAY JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0499 ***********************************************************************
 TN0499  DESIGNATION -  B 502
 TN0499  PID         -  TN0499
 TN0499  STATE/COUNTY-  MT/FLATHEAD
 TN0499  USGS QUAD   -  RADNOR (1994)
 TN0499
 TN0499                         *CURRENT SURVEY CONTROL
 TN0499  ___________________________________________________________________
 TN0499* NAD 83(1986)-  48 36 03.     (N)    114 37 40.     (W)     SCALED    
 TN0499* NAVD 88     -       998.131  (meters)    3274.70   (feet)  ADJUSTED  
 TN0499  ___________________________________________________________________
 TN0499  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 TN0499  DYNAMIC HT  -         998.140 (meters)    3274.73  (feet)  COMP
 TN0499  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 TN0499
 TN0499  VERT ORDER  -  FIRST     CLASS II
 TN0499
 TN0499.The horizontal coordinates were scaled from a topographic map and have
 TN0499.an estimated accuracy of +/- 6 seconds.
 TN0499
 TN0499.The orthometric height was determined by differential leveling
 TN0499.and adjusted by the National Geodetic Survey in June 1991..
 TN0499
 TN0499.The geoid height was determined by GEOID03.
 TN0499
 TN0499.The dynamic height is computed by dividing the NAVD 88
 TN0499.geopotential number by the normal gravity value computed on the
 TN0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0499.degrees latitude (g = 980.6199 gals.).
 TN0499
 TN0499.The modeled gravity was interpolated from observed gravity values.
 TN0499
 TN0499;                    North         East    Units  Estimated Accuracy
 TN0499;SPC MT       -   495,860.      222,160.      MT  (+/- 180 meters Scaled)
 TN0499
 TN0499                          SUPERSEDED SURVEY CONTROL
 TN0499
 TN0499.No superseded survey control is available for this station.
 TN0499
 TN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP748858(NAD 83)
 TN0499_MARKER: DB = BENCH MARK DISK
 TN0499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0499_SP_SET: STAINLESS STEEL ROD
 TN0499_STAMPING: B 502 1979
 TN0499_PROJECTION: PROJECTING 8 CENTIMETERS
 TN0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0499_ROD/PIPE-DEPTH: 4.57 meters
 TN0499
 TN0499  HISTORY     - Date     Condition        Report By
 TN0499  HISTORY     - 1979     MONUMENTED       NGS
 TN0499
 TN0499                          STATION DESCRIPTION
 TN0499
 TN0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0499'21.9 MI NW FROM WHITEFISH.
 TN0499'21.95 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0499'SPOKANE AVENUE IN WHITEFISH, IN LINE WITH A ROW OF POWER LINE POLES,
 TN0499'275 FEET SOUTHEAST OF MILE POST 150, 36 FEET NORTHEAST OF THE
 TN0499'CENTERLINE OF THE HIGHWAY AND 7 FEET SOUTHEAST OF A POWER LINE POLE
 TN0499'WITH A GUY WIRE.  THE ROD WAS DRIVEN TO REFUSAL.
 TN0499'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 TN0499'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0534 ***********************************************************************
 TN0534  DESIGNATION -  B 503
 TN0534  PID         -  TN0534
 TN0534  STATE/COUNTY-  MT/LINCOLN
 TN0534  USGS QUAD   -  EUREKA SOUTH (1983)
 TN0534
 TN0534                         *CURRENT SURVEY CONTROL
 TN0534  ___________________________________________________________________
 TN0534* NAD 83(1986)-  48 51 56.     (N)    115 01 08.     (W)     SCALED    
 TN0534* NAVD 88     -       839.236  (meters)    2753.39   (feet)  ADJUSTED  
 TN0534  ___________________________________________________________________
 TN0534  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 TN0534  DYNAMIC HT  -         839.287 (meters)    2753.56  (feet)  COMP
 TN0534  MODELED GRAV-     980,644.5   (mgal)                       NAVD 88
 TN0534
 TN0534  VERT ORDER  -  FIRST     CLASS II
 TN0534
 TN0534.The horizontal coordinates were scaled from a topographic map and have
 TN0534.an estimated accuracy of +/- 6 seconds.
 TN0534
 TN0534.The orthometric height was determined by differential leveling
 TN0534.and adjusted by the National Geodetic Survey in June 1991..
 TN0534
 TN0534.The geoid height was determined by GEOID03.
 TN0534
 TN0534.The dynamic height is computed by dividing the NAVD 88
 TN0534.geopotential number by the normal gravity value computed on the
 TN0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0534.degrees latitude (g = 980.6199 gals.).
 TN0534
 TN0534.The modeled gravity was interpolated from observed gravity values.
 TN0534
 TN0534;                    North         East    Units  Estimated Accuracy
 TN0534;SPC MT       -   527,180.      195,450.      MT  (+/- 180 meters Scaled)
 TN0534
 TN0534                          SUPERSEDED SURVEY CONTROL
 TN0534
 TN0534.No superseded survey control is available for this station.
 TN0534
 TN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ452144(NAD 83)
 TN0534_MARKER: DB = BENCH MARK DISK
 TN0534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0534_SP_SET: STAINLESS STEEL ROD
 TN0534_STAMPING: B 503 1979
 TN0534_PROJECTION: FLUSH
 TN0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0534_ROD/PIPE-DEPTH: 6.10 meters
 TN0534
 TN0534  HISTORY     - Date     Condition        Report By
 TN0534  HISTORY     - 1979     MONUMENTED       NGS
 TN0534
 TN0534                          STATION DESCRIPTION
 TN0534
 TN0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0534'2.0 MI SE FROM EUREKA.
 TN0534'2.05 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0534'EUREKA, ON THE EXTENDED CENTERLINE OF SINCLAIR CREEK ROAD, 116 FEET
 TN0534'WEST OF THE CENTERLINE OF A GRAVEL DRIVE LEADING TO A TELEPHONE
 TN0534'COMPANY SWITCHING STATION, 43 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 TN0534'93, 25 FEET WEST OF A 4-WAY JUNCTION POWER LINE POLE WITH DOUBLE
 TN0534'GUY WIRES, 6 FEET WEST OF A NORTHEAST CORNER FENCE POST AND 1.5 FEET
 TN0534'NORTH OF A BARBED WIRE FENCE LINE.
 TN0534'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TN0534'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0629 ***********************************************************************
 TN0629  DESIGNATION -  B 504
 TN0629  PID         -  TN0629
 TN0629  STATE/COUNTY-  MT/LINCOLN
 TN0629  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0629
 TN0629                         *CURRENT SURVEY CONTROL
 TN0629  ___________________________________________________________________
 TN0629* NAD 83(1986)-  48 49 20.     (N)    115 15 49.     (W)     SCALED    
 TN0629* NAVD 88     -       771.581  (meters)    2531.43   (feet)  ADJUSTED  
 TN0629  ___________________________________________________________________
 TN0629  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TN0629  DYNAMIC HT  -         771.630 (meters)    2531.59  (feet)  COMP
 TN0629  MODELED GRAV-     980,649.5   (mgal)                       NAVD 88
 TN0629
 TN0629  VERT ORDER  -  FIRST     CLASS II
 TN0629
 TN0629.The horizontal coordinates were scaled from a topographic map and have
 TN0629.an estimated accuracy of +/- 6 seconds.
 TN0629
 TN0629.The orthometric height was determined by differential leveling
 TN0629.and adjusted by the National Geodetic Survey in June 1991..
 TN0629
 TN0629.The geoid height was determined by GEOID03.
 TN0629
 TN0629.The dynamic height is computed by dividing the NAVD 88
 TN0629.geopotential number by the normal gravity value computed on the
 TN0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0629.degrees latitude (g = 980.6199 gals.).
 TN0629
 TN0629.The modeled gravity was interpolated from observed gravity values.
 TN0629
 TN0629;                    North         East    Units  Estimated Accuracy
 TN0629;SPC MT       -   523,660.      177,190.      MT  (+/- 180 meters Scaled)
 TN0629
 TN0629                          SUPERSEDED SURVEY CONTROL
 TN0629
 TN0629.No superseded survey control is available for this station.
 TN0629
 TN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ274091(NAD 83)
 TN0629_MARKER: DB = BENCH MARK DISK
 TN0629_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TN0629_SP_SET: ABUTMENT
 TN0629_STAMPING: B 504 1979
 TN0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0629
 TN0629  HISTORY     - Date     Condition        Report By
 TN0629  HISTORY     - 1979     MONUMENTED       NGS
 TN0629
 TN0629                          STATION DESCRIPTION
 TN0629
 TN0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0629'15.1 MI SW FROM EUREKA.
 TN0629'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0629'THENCE 13.15 MILES SOUTHWEST ALONG STATE HIGHWAY 37, SET IN TOP OF
 TN0629'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE HIGHWAY BRIDGE
 TN0629'OVER LAKE KOOCANUSA.
 TN0629'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0653 ***********************************************************************
 TN0653  DESIGNATION -  B 505
 TN0653  PID         -  TN0653
 TN0653  STATE/COUNTY-  MT/LINCOLN
 TN0653  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0653
 TN0653                         *CURRENT SURVEY CONTROL
 TN0653  ___________________________________________________________________
 TN0653* NAD 83(1986)-  48 36 02.     (N)    115 13 49.     (W)     SCALED    
 TN0653* NAVD 88     -       836.077  (meters)    2743.03   (feet)  ADJUSTED  
 TN0653  ___________________________________________________________________
 TN0653  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 TN0653  DYNAMIC HT  -         836.126 (meters)    2743.19  (feet)  COMP
 TN0653  MODELED GRAV-     980,642.2   (mgal)                       NAVD 88
 TN0653
 TN0653  VERT ORDER  -  FIRST     CLASS II
 TN0653
 TN0653.The horizontal coordinates were scaled from a topographic map and have
 TN0653.an estimated accuracy of +/- 6 seconds.
 TN0653
 TN0653.The orthometric height was determined by differential leveling
 TN0653.and adjusted by the National Geodetic Survey in June 1991..
 TN0653
 TN0653.The geoid height was determined by GEOID03.
 TN0653
 TN0653.The dynamic height is computed by dividing the NAVD 88
 TN0653.geopotential number by the normal gravity value computed on the
 TN0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0653.degrees latitude (g = 980.6199 gals.).
 TN0653
 TN0653.The modeled gravity was interpolated from observed gravity values.
 TN0653
 TN0653;                    North         East    Units  Estimated Accuracy
 TN0653;SPC MT       -   498,900.      177,830.      MT  (+/- 180 meters Scaled)
 TN0653
 TN0653                          SUPERSEDED SURVEY CONTROL
 TN0653
 TN0653.No superseded survey control is available for this station.
 TN0653
 TN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP304845(NAD 83)
 TN0653_MARKER: DB = BENCH MARK DISK
 TN0653_SETTING: 66 = SET IN ROCK OUTCROP
 TN0653_SP_SET: ROCK OUTCROP
 TN0653_STAMPING: B 505 1980
 TN0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0653+STABILITY: POSITION/ELEVATION WELL
 TN0653
 TN0653  HISTORY     - Date     Condition        Report By
 TN0653  HISTORY     - 1980     MONUMENTED       NGS
 TN0653
 TN0653                          STATION DESCRIPTION
 TN0653
 TN0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0653'54.3 KM SW FROM EUREKA.
 TN0653'3.2 KILOMETERS (2.0 MILES) NORTH ALONG US HIGHWAY 93 FROM THE
 TN0653'TOWN HALL IN EUREKA, THENCE 51.1 KILOMETSRS (31.55 MILES)
 TN0653'SOUTHWEST ALONG STATE HIGHWAY 37, SET IN TOP A BEDROCK OUTCROP
 TN0653'AT THE NORTHWEST END OF A HIGHWAY CUT, 0.5 KILOMETERS (0.35 MILES)
 TN0653'WEST-NORTHWEST OF HIGHWAY MILEPOST 35 AND A GRAVEL RODA LEADING
 TN0653'NORTHEAST, 32.9 METERS (108 FEET) EAST-SOUTHEAST OF THE CENTERLINE
 TN0653'OF A SMALL RAVINE AND A STEEL PIPE CULVERT UNDER THE HIGHWAY,
 TN0653'14.3 METERS (47.0 FEET ) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 TN0653'HIGHWAY, 10.1 METERS (33.0 FEET) NORTHWEST OF THE SOUTHEAST END OF A
 TN0653'STEEL GURADRAIL ANCHORED IN THE GROUNG.
 TN0653'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 TN0653'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0681 ***********************************************************************
 TN0681  DESIGNATION -  B 506
 TN0681  PID         -  TN0681
 TN0681  STATE/COUNTY-  MT/LINCOLN
 TN0681  USGS QUAD   -  TONY PEAK (1983)
 TN0681
 TN0681                         *CURRENT SURVEY CONTROL
 TN0681  ___________________________________________________________________
 TN0681* NAD 83(1986)-  48 22 08.     (N)    115 20 37.     (W)     SCALED    
 TN0681* NAVD 88     -       653.880  (meters)    2145.27   (feet)  ADJUSTED  
 TN0681  ___________________________________________________________________
 TN0681  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TN0681  DYNAMIC HT  -         653.918 (meters)    2145.40  (feet)  COMP
 TN0681  MODELED GRAV-     980,648.9   (mgal)                       NAVD 88
 TN0681
 TN0681  VERT ORDER  -  FIRST     CLASS II
 TN0681
 TN0681.The horizontal coordinates were scaled from a topographic map and have
 TN0681.an estimated accuracy of +/- 6 seconds.
 TN0681
 TN0681.The orthometric height was determined by differential leveling
 TN0681.and adjusted by the National Geodetic Survey in June 1991..
 TN0681
 TN0681.The geoid height was determined by GEOID03.
 TN0681
 TN0681.The dynamic height is computed by dividing the NAVD 88
 TN0681.geopotential number by the normal gravity value computed on the
 TN0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0681.degrees latitude (g = 980.6199 gals.).
 TN0681
 TN0681.The modeled gravity was interpolated from observed gravity values.
 TN0681
 TN0681;                    North         East    Units  Estimated Accuracy
 TN0681;SPC MT       -   473,840.      167,580.      MT  (+/- 180 meters Scaled)
 TN0681
 TN0681                          SUPERSEDED SURVEY CONTROL
 TN0681
 TN0681.No superseded survey control is available for this station.
 TN0681
 TN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP226586(NAD 83)
 TN0681_MARKER: DB = BENCH MARK DISK
 TN0681_SETTING: 66 = SET IN ROCK OUTCROP
 TN0681_SP_SET: ROCK OUTCROP
 TN0681_STAMPING: B 506 1980
 TN0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0681+STABILITY: POSITION/ELEVATION WELL
 TN0681
 TN0681  HISTORY     - Date     Condition        Report By
 TN0681  HISTORY     - 1980     MONUMENTED       NGS
 TN0681
 TN0681                          STATION DESCRIPTION
 TN0681
 TN0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0681'20.7 KM NE FROM LIBBY.
 TN0681'20.7 KILOMETERS (12.8 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0681'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, 0.3 KILOMETER (0.2 MILE)
 TN0681'WEST OF HIGHWAY MILEPOST 13, DIRECTLY ACROSS THE HIGHWAY FROM THE
 TN0681'WEST END OF A SMALL TURNOUT WITH A SIGN DESCRIBING LAKE KOOCANUSA,
 TN0681'SET IN THE FOOT OF A STEEPLY SLOPING SHELF OF BEDROCK IN A
 TN0681'HIGHWAY CUT, 16.3 METERS (53.5 FEET) WEST OF THE NORTH END OF A
 TN0681'STEEL PIPE CULVERT UNDER THE HIGHWAY, 11.3 METERS (37.0 FEET)
 TN0681'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 TN0681'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 TN0681'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0406 ***********************************************************************
 TN0406  DESIGNATION -  B 507
 TN0406  PID         -  TN0406
 TN0406  STATE/COUNTY-  MT/FLATHEAD
 TN0406  USGS QUAD   -  HUNGRY HORSE (1994)
 TN0406
 TN0406                         *CURRENT SURVEY CONTROL
 TN0406  ___________________________________________________________________
 TN0406* NAD 83(1986)-  48 27 48.     (N)    114 00 04.     (W)     SCALED    
 TN0406* NAVD 88     -      1002.386  (meters)    3288.66   (feet)  ADJUSTED  
 TN0406  ___________________________________________________________________
 TN0406  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TN0406  DYNAMIC HT  -        1002.377 (meters)    3288.63  (feet)  COMP
 TN0406  MODELED GRAV-     980,568.3   (mgal)                       NAVD 88
 TN0406
 TN0406  VERT ORDER  -  FIRST     CLASS II
 TN0406
 TN0406.The horizontal coordinates were scaled from a topographic map and have
 TN0406.an estimated accuracy of +/- 6 seconds.
 TN0406
 TN0406.The orthometric height was determined by differential leveling
 TN0406.and adjusted by the National Geodetic Survey in June 1991..
 TN0406
 TN0406.The geoid height was determined by GEOID03.
 TN0406
 TN0406.The dynamic height is computed by dividing the NAVD 88
 TN0406.geopotential number by the normal gravity value computed on the
 TN0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0406.degrees latitude (g = 980.6199 gals.).
 TN0406
 TN0406.The modeled gravity was interpolated from observed gravity values.
 TN0406
 TN0406;                    North         East    Units  Estimated Accuracy
 TN0406;SPC MT       -   477,760.      267,400.      MT  (+/- 180 meters Scaled)
 TN0406
 TN0406                          SUPERSEDED SURVEY CONTROL
 TN0406
 TN0406.No superseded survey control is available for this station.
 TN0406
 TN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP216721(NAD 83)
 TN0406_MARKER: I = METAL ROD
 TN0406_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TN0406_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TN0406_STAMPING: B 507 1979
 TN0406_PROJECTION: FLUSH
 TN0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0406+STABILITY: POSITION/ELEVATION WELL
 TN0406_ROD/PIPE-DEPTH: 14.6 meters
 TN0406_SLEEVE-DEPTH  : 6.71 meters
 TN0406
 TN0406  HISTORY     - Date     Condition        Report By
 TN0406  HISTORY     - 1979     MONUMENTED       NGS
 TN0406
 TN0406                          STATION DESCRIPTION
 TN0406
 TN0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0406'2.7 MI SW FROM WEST GLACIER.
 TN0406'2.75 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TN0406'GLACIER NATIONAL PARK AT WEST GLACIER, AT THE Y-JUNCTION OF A PAVED
 TN0406'ROAD LEADING WEST TO LAKE FIVE, AT THE SOUTHEAST EDGE OF THE FOREST,
 TN0406'92 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND 51 FEET
 TN0406'NORTHWEST OF THE CENTERLINE OF HIGHWAY 2. THIS MARK IS A BASIC NET A
 TN0406'LEVEL LINE MARK.
 TN0406'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 TN0406'THE MARK IS 4 FT BELOW HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0746 ***********************************************************************
 RX0746  DESIGNATION -  B 508
 RX0746  PID         -  RX0746
 RX0746  STATE/COUNTY-  MT/POWELL
 RX0746  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0746
 RX0746                         *CURRENT SURVEY CONTROL
 RX0746  ___________________________________________________________________
 RX0746* NAD 83(1986)-  46 34 00.     (N)    112 53 15.     (W)     SCALED    
 RX0746* NAVD 88     -      1290.097  (meters)    4232.59   (feet)  ADJUSTED  
 RX0746  ___________________________________________________________________
 RX0746  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 RX0746  DYNAMIC HT  -        1289.796 (meters)    4231.61  (feet)  COMP
 RX0746  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 RX0746  OBS GRAVITY -     980,340.6   (mgal)                       GRAV_OBS
 RX0746
 RX0746  VERT ORDER  -  FIRST     CLASS II
 RX0746
 RX0746.The horizontal coordinates were scaled from a topographic map and have
 RX0746.an estimated accuracy of +/- 6 seconds.
 RX0746
 RX0746.The orthometric height was determined by differential leveling
 RX0746.and adjusted by the National Geodetic Survey in June 1991..
 RX0746
 RX0746.The geoid height was determined by GEOID03.
 RX0746
 RX0746.The dynamic height is computed by dividing the NAVD 88
 RX0746.geopotential number by the normal gravity value computed on the
 RX0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0746.degrees latitude (g = 980.6199 gals.).
 RX0746
 RX0746.The modeled gravity was interpolated from observed gravity values.
 RX0746.The observed gravity was obtained from relative gravimeter ties
 RX0746.to the IGSN71 gravity network.
 RX0746
 RX0746;                    North         East    Units  Estimated Accuracy
 RX0746;SPC MT       -   263,050.      340,520.      MT  (+/- 180 meters Scaled)
 RX0746
 RX0746                          SUPERSEDED SURVEY CONTROL
 RX0746
 RX0746.No superseded survey control is available for this station.
 RX0746
 RX0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS553587(NAD 83)
 RX0746_MARKER: DB = BENCH MARK DISK
 RX0746_SETTING: 66 = SET IN ROCK OUTCROP
 RX0746_SP_SET: ROCK OUTCROP
 RX0746_STAMPING: B 508 1979
 RX0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0746+STABILITY: POSITION/ELEVATION WELL
 RX0746
 RX0746  HISTORY     - Date     Condition        Report By
 RX0746  HISTORY     - 1979     MONUMENTED       NGS
 RX0746
 RX0746                          STATION DESCRIPTION
 RX0746
 RX0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0746'6.2 MI NW FROM GARRISON.
 RX0746'6.2 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0746'HIGHWAY 12 IN GARRISON, 0.45 MILE NORTHWEST OF A REST AREA, 280 FEET
 RX0746'NORTHWEST OF MILE POST 56, 168 FEET NORTH OF THE SOUTHEAST END
 RX0746'OF A CONCRETE GUARD RAIL BETWEEN THE HIGHWAY LANES.
 RX0746'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 RX0746'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0780 ***********************************************************************
 SU0780  DESIGNATION -  B 509
 SU0780  PID         -  SU0780
 SU0780  STATE/COUNTY-  MT/MINERAL
 SU0780  USGS QUAD   -  ALBERTON (1984)
 SU0780
 SU0780                         *CURRENT SURVEY CONTROL
 SU0780  ___________________________________________________________________
 SU0780* NAD 83(1986)-  47 00 04.     (N)    114 27 51.     (W)     SCALED    
 SU0780* NAVD 88     -       924.120  (meters)    3031.88   (feet)  ADJUSTED  
 SU0780  ___________________________________________________________________
 SU0780  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SU0780  DYNAMIC HT  -         923.996 (meters)    3031.48  (feet)  COMP
 SU0780  MODELED GRAV-     980,448.8   (mgal)                       NAVD 88
 SU0780
 SU0780  VERT ORDER  -  FIRST     CLASS II
 SU0780
 SU0780.The horizontal coordinates were scaled from a topographic map and have
 SU0780.an estimated accuracy of +/- 6 seconds.
 SU0780
 SU0780.The orthometric height was determined by differential leveling
 SU0780.and adjusted by the National Geodetic Survey in June 1991..
 SU0780
 SU0780.The geoid height was determined by GEOID03.
 SU0780
 SU0780.The dynamic height is computed by dividing the NAVD 88
 SU0780.geopotential number by the normal gravity value computed on the
 SU0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0780.degrees latitude (g = 980.6199 gals.).
 SU0780
 SU0780.The modeled gravity was interpolated from observed gravity values.
 SU0780
 SU0780;                    North         East    Units  Estimated Accuracy
 SU0780;SPC MT       -   317,650.      222,940.      MT  (+/- 180 meters Scaled)
 SU0780
 SU0780                          SUPERSEDED SURVEY CONTROL
 SU0780
 SU0780.No superseded survey control is available for this station.
 SU0780
 SU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN927084(NAD 83)
 SU0780_MARKER: DB = BENCH MARK DISK
 SU0780_SETTING: 66 = SET IN ROCK OUTCROP
 SU0780_SP_SET: ROCK OUTCROP
 SU0780_STAMPING: B 509 1980
 SU0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0780+STABILITY: POSITION/ELEVATION WELL
 SU0780
 SU0780  HISTORY     - Date     Condition        Report By
 SU0780  HISTORY     - 1980     MONUMENTED       NGS
 SU0780
 SU0780                          STATION DESCRIPTION
 SU0780
 SU0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0780'4.3 KM SE FROM ALBERTON.
 SU0780'4.0 KILOMETERS (2.5 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0780'THE RAILROAD STREET OVERPASS IN ALBERTON, THENCE 0.3 KILOMETER (0.2
 SU0780'MILE) NORTH CROSS COUNTRY, ALSO 0.2 KILOMETER (0.1 MILES) EAST ALONG
 SU0780'RAILROAD STREET FROM THE POST OFFICE IN ALBERTON, THENCE 0.9 KILOMETER
 SU0780'(0.55 MILE) EAST ALONG STATE ROUTE 507 (LOWER FORK IN THE ROAD), SET
 SU0780'IN TOP OF A ROCK OUTCROP PROJECTING 1.5 METERS (5 FEET), 13.4 METERS
 SU0780'(44.0 FEET) NORTH OF THE CENTERLINE OF STATE ROUTE 507, 23.9 METERS
 SU0780'(78.3 FEET) SOUTH OF THE SOUTH RAIL OF THE CHICAGO, MILWAUKE,ST.
 SU0780'PAUL AND PACIFIC RAILWAY, 14.0 METERS (46.0 FEET) EAST OF A POWER LINE
 SU0780'POLE WITH A SINGLE GUY WIRE, 3.3 METERS (10.8 FEET) WEST OF THE CENTER
 SU0780'OR THE OUTCROP.
 SU0780'THE MARK IS 0.47 METERS  W FROM A WITNESS POST.
 SU0780'THE MARK IS 3.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0241 ***********************************************************************
 TN0241  DESIGNATION -  B 51
 TN0241  PID         -  TN0241
 TN0241  STATE/COUNTY-  MT/LINCOLN
 TN0241  USGS QUAD   -  INCH MOUNTAIN (1983)
 TN0241
 TN0241                         *CURRENT SURVEY CONTROL
 TN0241  ___________________________________________________________________
 TN0241* NAD 83(1986)-  48 44 19.     (N)    115 18 34.     (W)     SCALED    
 TN0241* NAVD 88     -       684.844  (meters)    2246.86   (feet)  ADJUSTED  
 TN0241  ___________________________________________________________________
 TN0241  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TN0241  DYNAMIC HT  -         684.899 (meters)    2247.04  (feet)  COMP
 TN0241  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 TN0241
 TN0241  VERT ORDER  -  FIRST     CLASS II
 TN0241
 TN0241.The horizontal coordinates were scaled from a topographic map and have
 TN0241.an estimated accuracy of +/- 6 seconds.
 TN0241
 TN0241.The orthometric height was determined by differential leveling
 TN0241.and adjusted by the National Geodetic Survey in June 1991..
 TN0241
 TN0241.The geoid height was determined by GEOID03.
 TN0241
 TN0241.The dynamic height is computed by dividing the NAVD 88
 TN0241.geopotential number by the normal gravity value computed on the
 TN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0241.degrees latitude (g = 980.6199 gals.).
 TN0241
 TN0241.The modeled gravity was interpolated from observed gravity values.
 TN0241
 TN0241;                    North         East    Units  Estimated Accuracy
 TN0241;SPC MT       -   514,640.      173,150.      MT  (+/- 180 meters Scaled)
 TN0241
 TN0241                          SUPERSEDED SURVEY CONTROL
 TN0241
 TN0241  NGVD 29 (??/??/92)  683.666  (m)         2242.99   (f) ADJ UNCH    1 2
 TN0241
 TN0241.Superseded values are not recommended for survey control.
 TN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0241.See file dsdata.txt to determine how the superseded data were derived.
 TN0241
 TN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP242997(NAD 83)
 TN0241_MARKER: DB = BENCH MARK DISK
 TN0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0241_SP_SET: CONCRETE BASE
 TN0241_STAMPING: B 51 1933
 TN0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0241
 TN0241  HISTORY     - Date     Condition        Report By
 TN0241  HISTORY     - 1933     MONUMENTED       CGS
 TN0241  HISTORY     - 1953     GOOD             SSC
 TN0241  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0241
 TN0241                          STATION DESCRIPTION
 TN0241
 TN0241'DESCRIBED BY SEISMOGRAPH SERVICE CORPORATION 1953
 TN0241'10.4 MI N FROM URAL.
 TN0241'10.4 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM URAL, LINCOLN
 TN0241'COUNTY, 1/2 MILE SOUTH OF THE WATER STATION AT STONEHILL, AT MILEPOST
 TN0241'1292, 7 FEET EAST OF THE TRACK, AT SEMAPHORE 1292.0, AND IN THE TOP OF
 TN0241'THE CONCRETE BASE.  A STANDARD DISK, STAMPED B 51 1933.
 TN0241
 TN0241                          STATION RECOVERY (1979)
 TN0241
 TN0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0241'NOT RECOVERED ON THIS DATE.  THIS MARK WAS FLOODED BY LAKE KOOCANUSA,
 TN0241'CREATED BY THE CONSTRUCTION OF LIBBY DAM ON THE KOOTENAI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0884 ***********************************************************************
 SU0884  DESIGNATION -  B 510
 SU0884  PID         -  SU0884
 SU0884  STATE/COUNTY-  MT/SANDERS
 SU0884  USGS QUAD   -  TROUT CREEK (1983)
 SU0884
 SU0884                         *CURRENT SURVEY CONTROL
 SU0884  ___________________________________________________________________
 SU0884* NAD 83(1986)-  47 50 14.     (N)    115 35 27.     (W)     SCALED    
 SU0884* NAVD 88     -       721.128  (meters)    2365.90   (feet)  ADJUSTED  
 SU0884  ___________________________________________________________________
 SU0884  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 SU0884  DYNAMIC HT  -         721.136 (meters)    2365.93  (feet)  COMP
 SU0884  MODELED GRAV-     980,600.8   (mgal)                       NAVD 88
 SU0884
 SU0884  VERT ORDER  -  FIRST     CLASS II
 SU0884
 SU0884.The horizontal coordinates were scaled from a topographic map and have
 SU0884.an estimated accuracy of +/- 6 seconds.
 SU0884
 SU0884.The orthometric height was determined by differential leveling
 SU0884.and adjusted by the National Geodetic Survey in June 1991..
 SU0884
 SU0884.The geoid height was determined by GEOID03.
 SU0884
 SU0884.The dynamic height is computed by dividing the NAVD 88
 SU0884.geopotential number by the normal gravity value computed on the
 SU0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0884.degrees latitude (g = 980.6199 gals.).
 SU0884
 SU0884.The modeled gravity was interpolated from observed gravity values.
 SU0884
 SU0884;                    North         East    Units  Estimated Accuracy
 SU0884;SPC MT       -   416,320.      144,730.      MT  (+/- 180 meters Scaled)
 SU0884
 SU0884                          SUPERSEDED SURVEY CONTROL
 SU0884
 SU0884.No superseded survey control is available for this station.
 SU0884
 SU0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN054991(NAD 83)
 SU0884_MARKER: I = METAL ROD
 SU0884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0884_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0884_STAMPING: B 510 1980
 SU0884_PROJECTION: FLUSH
 SU0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0884+STABILITY: POSITION/ELEVATION WELL
 SU0884_ROD/PIPE-DEPTH: 12.2 meters
 SU0884_SLEEVE-DEPTH  : 9.1 meters
 SU0884
 SU0884  HISTORY     - Date     Condition        Report By
 SU0884  HISTORY     - 1980     MONUMENTED       NGS
 SU0884
 SU0884                          STATION DESCRIPTION
 SU0884
 SU0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0884'0.3 KM NW FROM TROUT CREEK.
 SU0884'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG STATE HIGHWAY 200 FROM THE
 SU0884'POST OFFICE IN TROUT CREEK, 24.0 METERS (78.6 FEET) SOUTHWEST OF THE
 SU0884'CENTERLINE OF THE HIGHWAY, 44.4 METERS (145.6 FEET) NORTHWEST OF THE
 SU0884'CENTERLINE OF THE ENTRANCE TO THE NORTHERN LIGHTS COMPANY, 28.3
 SU0884'METERS (92.8 FEET) NORTHWEST OF A POWER LINE POLE WITH A TRANSFROMER,
 SU0884'30.7 METERS (100 FEET) SOUTHEAST OF THE EAST CORNER OF THE SHOPPING
 SU0884'CENTER GROCERY STORE, 11.7 METERS (38.5 FEET) SOUTHEAST OF A POWER
 SU0884'LINE POLE WITH A STREET LAMP, 1.65 METERS (5.4 FEET) SOUTHEAST OF THE
 SU0884'NORTH CORNER POST FOR A CYCLONE FENCE AROUND THE NORTHERN LIGHTS
 SU0884'COMPANY, 0.8 METER (2.7 FEET) NORTHEAST OF THE CYCLONE FENCE.
 SU0884'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 SU0884'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0823 ***********************************************************************
 SU0823  DESIGNATION -  B 511
 SU0823  PID         -  SU0823
 SU0823  STATE/COUNTY-  MT/MINERAL
 SU0823  USGS QUAD   -  WILSON GULCH (1988)
 SU0823
 SU0823                         *CURRENT SURVEY CONTROL
 SU0823  ___________________________________________________________________
 SU0823* NAD 83(1986)-  47 14 43.     (N)    115 03 11.     (W)     SCALED    
 SU0823* NAVD 88     -       844.993  (meters)    2772.28   (feet)  ADJUSTED  
 SU0823  ___________________________________________________________________
 SU0823  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SU0823  DYNAMIC HT  -         844.916 (meters)    2772.03  (feet)  COMP
 SU0823  MODELED GRAV-     980,495.1   (mgal)                       NAVD 88
 SU0823
 SU0823  VERT ORDER  -  FIRST     CLASS II
 SU0823
 SU0823.The horizontal coordinates were scaled from a topographic map and have
 SU0823.an estimated accuracy of +/- 6 seconds.
 SU0823
 SU0823.The orthometric height was determined by differential leveling
 SU0823.and adjusted by the National Geodetic Survey in June 1991..
 SU0823
 SU0823.The geoid height was determined by GEOID03.
 SU0823
 SU0823.The dynamic height is computed by dividing the NAVD 88
 SU0823.geopotential number by the normal gravity value computed on the
 SU0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0823.degrees latitude (g = 980.6199 gals.).
 SU0823
 SU0823.The modeled gravity was interpolated from observed gravity values.
 SU0823
 SU0823;                    North         East    Units  Estimated Accuracy
 SU0823;SPC MT       -   347,720.      180,200.      MT  (+/- 180 meters Scaled)
 SU0823
 SU0823                          SUPERSEDED SURVEY CONTROL
 SU0823
 SU0823.No superseded survey control is available for this station.
 SU0823
 SU0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN473342(NAD 83)
 SU0823_MARKER: I = METAL ROD
 SU0823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0823_SP_SET: STAINLESS STEEL ROD
 SU0823_STAMPING: B 511 1980
 SU0823_PROJECTION: FLUSH
 SU0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0823_ROD/PIPE-DEPTH: 6.0  meters
 SU0823
 SU0823  HISTORY     - Date     Condition        Report By
 SU0823  HISTORY     - 1980     MONUMENTED       NGS
 SU0823
 SU0823                          STATION DESCRIPTION
 SU0823
 SU0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0823'7.5 KM SE FROM ST REGIS.
 SU0823'7.5 KILOMETERS (4.65 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90
 SU0823'FROM THE POST OFFICE IN ST. REGIS, 71.5 METERS (235 FEET) NORTH
 SU0823'OF HIGHWAY MILEPOST 38, 19.9 METERS (62.0 FEET) NORTHEAST OF THE
 SU0823'CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY, 1.05 METER (3.5
 SU0823'FEET) NORTHEAST OF THENORTHEAST STEEL LEG OF A HIGHWAY SIGN READING
 SU0823'-EXIT 37 1/2 MILE-.
 SU0823'THE MARK IS 0.55 METERS  SW FROM A WITNESS POST.
 SU0823'THE MARK IS 0.3 M ABOVE THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0367 ***********************************************************************
 TK0367  DESIGNATION -  B 512
 TK0367  PID         -  TK0367
 TK0367  STATE/COUNTY-  MT/BLAINE
 TK0367  USGS QUAD   -  COBURG (1964)
 TK0367
 TK0367                         *CURRENT SURVEY CONTROL
 TK0367  ___________________________________________________________________
 TK0367* NAD 83(1986)-  48 27 22.     (N)    108 28 35.     (W)     SCALED    
 TK0367* NAVD 88     -       705.358  (meters)    2314.16   (feet)  ADJUSTED  
 TK0367  ___________________________________________________________________
 TK0367  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 TK0367  DYNAMIC HT  -         705.440 (meters)    2314.43  (feet)  COMP
 TK0367  MODELED GRAV-     980,704.5   (mgal)                       NAVD 88
 TK0367
 TK0367  VERT ORDER  -  FIRST     CLASS II
 TK0367
 TK0367.The horizontal coordinates were scaled from a topographic map and have
 TK0367.an estimated accuracy of +/- 6 seconds.
 TK0367
 TK0367.The orthometric height was determined by differential leveling
 TK0367.and adjusted by the National Geodetic Survey in June 1991..
 TK0367
 TK0367.The geoid height was determined by GEOID03.
 TK0367
 TK0367.The dynamic height is computed by dividing the NAVD 88
 TK0367.geopotential number by the normal gravity value computed on the
 TK0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0367.degrees latitude (g = 980.6199 gals.).
 TK0367
 TK0367.The modeled gravity was interpolated from observed gravity values.
 TK0367
 TK0367;                    North         East    Units  Estimated Accuracy
 TK0367;SPC MT       -   467,890.      675,690.      MT  (+/- 180 meters Scaled)
 TK0367
 TK0367                          SUPERSEDED SURVEY CONTROL
 TK0367
 TK0367.No superseded survey control is available for this station.
 TK0367
 TK0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU865700(NAD 83)
 TK0367_MARKER: DB = BENCH MARK DISK
 TK0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0367_SP_SET: STAINLESS STEEL ROD
 TK0367_STAMPING: B 512 1979
 TK0367_PROJECTION: FLUSH
 TK0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0367_ROD/PIPE-DEPTH: 7.62 meters
 TK0367
 TK0367  HISTORY     - Date     Condition        Report By
 TK0367  HISTORY     - 1979     MONUMENTED       NGS
 TK0367
 TK0367                          STATION DESCRIPTION
 TK0367
 TK0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0367'14.9 MI EAST FROM HARLEM.
 TK0367'14.95 MILES EAST ALONG THE GREAT NORTHERN RAILROAD TRACK FROM THE
 TK0367'RAILROAD STATION IN HARLEM, 150 FEET WEST OF THE CENTER OF A PRIVATE
 TK0367'ROAD LEADING SOUTH TO ROER CRONK RANCH, 130 FEET SOUTH OF THE SOUTH
 TK0367'RAIL OF THE RAILROAD TRACK, 25.8 FEET SOUTH OF THE CENTER OF A DIRT
 TK0367'ROAD, 10.7 FEET NORTH OF A WIRE FENCE, AND 7.7 FEET EAST OF UTILITY
 TK0367'POLE NUMBER 2.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 TK0367'PLUG.
 TK0367'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 TK0367'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0374 ***********************************************************************
 TK0374  DESIGNATION -  B 513
 TK0374  PID         -  TK0374
 TK0374  STATE/COUNTY-  MT/BLAINE
 TK0374  USGS QUAD   -  DODSON DAM (1964)
 TK0374
 TK0374                         *CURRENT SURVEY CONTROL
 TK0374  ___________________________________________________________________
 TK0374* NAD 83(1986)-  48 26 11.     (N)    108 20 34.     (W)     SCALED    
 TK0374* NAVD 88     -       704.216  (meters)    2310.42   (feet)  ADJUSTED  
 TK0374  ___________________________________________________________________
 TK0374  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TK0374  DYNAMIC HT  -         704.295 (meters)    2310.67  (feet)  COMP
 TK0374  MODELED GRAV-     980,700.1   (mgal)                       NAVD 88
 TK0374  OBS GRAVITY -     980,703.7   (mgal)                       GRAV_OBS
 TK0374
 TK0374  VERT ORDER  -  FIRST     CLASS II
 TK0374
 TK0374.The horizontal coordinates were scaled from a topographic map and have
 TK0374.an estimated accuracy of +/- 6 seconds.
 TK0374
 TK0374.The orthometric height was determined by differential leveling
 TK0374.and adjusted by the National Geodetic Survey in June 1991..
 TK0374
 TK0374.The geoid height was determined by GEOID03.
 TK0374
 TK0374.The dynamic height is computed by dividing the NAVD 88
 TK0374.geopotential number by the normal gravity value computed on the
 TK0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0374.degrees latitude (g = 980.6199 gals.).
 TK0374
 TK0374.The modeled gravity was interpolated from observed gravity values.
 TK0374.The observed gravity was obtained from relative gravimeter ties
 TK0374.to the IGSN71 gravity network.
 TK0374
 TK0374;                    North         East    Units  Estimated Accuracy
 TK0374;SPC MT       -   465,830.      685,600.      MT  (+/- 180 meters Scaled)
 TK0374
 TK0374                          SUPERSEDED SURVEY CONTROL
 TK0374
 TK0374.No superseded survey control is available for this station.
 TK0374
 TK0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU965682(NAD 83)
 TK0374_MARKER: I = METAL ROD
 TK0374_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TK0374_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TK0374_STAMPING: B 513 1979
 TK0374_PROJECTION: FLUSH
 TK0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0374+STABILITY: POSITION/ELEVATION WELL
 TK0374_ROD/PIPE-DEPTH: 13.7 meters
 TK0374_SLEEVE-DEPTH  : 12.2 meters
 TK0374
 TK0374  HISTORY     - Date     Condition        Report By
 TK0374  HISTORY     - 1979     MONUMENTED       NGS
 TK0374
 TK0374                          STATION DESCRIPTION
 TK0374
 TK0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0374'5.6 MI WEST FROM DODSON.
 TK0374'5.6 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0374'STATION IN DODSON, 93.5 FEET SOUTH OF THE CENTER OF THE ROAD, 102.3
 TK0374'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD BRIDGE, 58.5 FEET
 TK0374'EAST OF A TELEPHONE POLE, 59.4 FEET NORTH OF THE NORTH RAIL, 53 FEET
 TK0374'NORTH-NORTHWEST OF RAILROAD MILE POST 366.1, 5.2 FEET NORTH OF A
 TK0374'4 STRAND BARBED WIRE FENCE, AND 3.3 FEET SOUTHWEST OF A 4 STRAND
 TK0374'BARBED WIRE FENCE.  NOTE=THIS IS A QUALITY A MARK, HIGH POINT IS
 TK0374'4 INCHES BELOW THE GROUND, ACCESS IS THROUGH A 5-INCH ALUMINUM LOGO
 TK0374'CAP.
 TK0374'THE MARK IS 7.5 FT  E FROM A WITNESS POST.
 TK0374'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0493 ***********************************************************************
 TL0493  DESIGNATION -  B 514
 TL0493  PID         -  TL0493
 TL0493  STATE/COUNTY-  MT/HILL
 TL0493  USGS QUAD   -  SAGE LAKE (1969)
 TL0493
 TL0493                         *CURRENT SURVEY CONTROL
 TL0493  ___________________________________________________________________
 TL0493* NAD 83(1986)-  48 34 35.     (N)    110 07 39.     (W)     SCALED    
 TL0493* NAVD 88     -       872.480  (meters)    2862.46   (feet)  ADJUSTED  
 TL0493  ___________________________________________________________________
 TL0493  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TL0493  DYNAMIC HT  -         872.562 (meters)    2862.73  (feet)  COMP
 TL0493  MODELED GRAV-     980,675.3   (mgal)                       NAVD 88
 TL0493
 TL0493  VERT ORDER  -  FIRST     CLASS II
 TL0493
 TL0493.The horizontal coordinates were scaled from a topographic map and have
 TL0493.an estimated accuracy of +/- 6 seconds.
 TL0493
 TL0493.The orthometric height was determined by differential leveling
 TL0493.and adjusted by the National Geodetic Survey in June 1991..
 TL0493
 TL0493.The geoid height was determined by GEOID03.
 TL0493
 TL0493.The dynamic height is computed by dividing the NAVD 88
 TL0493.geopotential number by the normal gravity value computed on the
 TL0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0493.degrees latitude (g = 980.6199 gals.).
 TL0493
 TL0493.The modeled gravity was interpolated from observed gravity values.
 TL0493
 TL0493;                    North         East    Units  Estimated Accuracy
 TL0493;SPC MT       -   480,950.      553,710.      MT  (+/- 180 meters Scaled)
 TL0493
 TL0493                          SUPERSEDED SURVEY CONTROL
 TL0493
 TL0493.No superseded survey control is available for this station.
 TL0493
 TL0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU643807(NAD 83)
 TL0493_MARKER: DB = BENCH MARK DISK
 TL0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0493_SP_SET: STAINLESS STEEL ROD
 TL0493_STAMPING: B 514 1979
 TL0493_PROJECTION: FLUSH
 TL0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0493_ROD/PIPE-DEPTH: 6.10 meters
 TL0493
 TL0493  HISTORY     - Date     Condition        Report By
 TL0493  HISTORY     - 1979     MONUMENTED       NGS
 TL0493
 TL0493                          STATION DESCRIPTION
 TL0493
 TL0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0493'1.8 MI WEST FROM KREMLIN.
 TL0493'1.8 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TL0493'KREMLIN, 112.6 FEET SOUTH AND ACROSS THE TRACKS FROM MILE POST NUMBER
 TL0493'982, 95.7 FEET SOUTH OF THE SOUTH RAIL, 30.7 FEET SOUTH OF THE CENTER
 TL0493'OF A TRACK ROAD, AND 1.8 FEET NORTH OF A FENCE.  NOTE=REFUSAL WAS
 TL0493'REACHED AT 20 FEET, ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0493'THE MARK IS 1.9 FT  E FROM A WITNESS POST.
 TL0493'THE MARK IS 2 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0339 ***********************************************************************
 TK0339  DESIGNATION -  B 515
 TK0339  PID         -  TK0339
 TK0339  STATE/COUNTY-  MT/BLAINE
 TK0339  USGS QUAD   -  CHINOOK (1964)
 TK0339
 TK0339                         *CURRENT SURVEY CONTROL
 TK0339  ___________________________________________________________________
 TK0339* NAD 83(1986)-  48 35 30.     (N)    109 11 24.     (W)     SCALED    
 TK0339* NAVD 88     -       732.593  (meters)    2403.52   (feet)  ADJUSTED  
 TK0339  ___________________________________________________________________
 TK0339  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TK0339  DYNAMIC HT  -         732.669 (meters)    2403.76  (feet)  COMP
 TK0339  MODELED GRAV-     980,691.1   (mgal)                       NAVD 88
 TK0339
 TK0339  VERT ORDER  -  FIRST     CLASS II
 TK0339
 TK0339.The horizontal coordinates were scaled from a topographic map and have
 TK0339.an estimated accuracy of +/- 6 seconds.
 TK0339
 TK0339.The orthometric height was determined by differential leveling
 TK0339.and adjusted by the National Geodetic Survey in June 1991..
 TK0339
 TK0339.The geoid height was determined by GEOID03.
 TK0339
 TK0339.The dynamic height is computed by dividing the NAVD 88
 TK0339.geopotential number by the normal gravity value computed on the
 TK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0339.degrees latitude (g = 980.6199 gals.).
 TK0339
 TK0339.The modeled gravity was interpolated from observed gravity values.
 TK0339
 TK0339;                    North         East    Units  Estimated Accuracy
 TK0339;SPC MT       -   482,510.      622,860.      MT  (+/- 180 meters Scaled)
 TK0339
 TK0339                          SUPERSEDED SURVEY CONTROL
 TK0339
 TK0339.No superseded survey control is available for this station.
 TK0339
 TK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU334836(NAD 83)
 TK0339_MARKER: DB = BENCH MARK DISK
 TK0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0339_SP_SET: STAINLESS STEEL ROD
 TK0339_STAMPING: B 515 1979
 TK0339_PROJECTION: FLUSH
 TK0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0339_ROD/PIPE-DEPTH: 7.62 meters
 TK0339
 TK0339  HISTORY     - Date     Condition        Report By
 TK0339  HISTORY     - 1979     MONUMENTED       NGS
 TK0339  HISTORY     - 1982     GOOD             NGS
 TK0339
 TK0339                          STATION DESCRIPTION
 TK0339
 TK0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0339'1.9 MI EAST FROM CHINOOK.
 TK0339'1.9 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0339'STATION IN CHINOOK, AT A GRAVELED ROAD LEADING NORTH ACROSS THE
 TK0339'TRACKS, 72 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 50
 TK0339'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 2, 22 FEET WEST OF THE CENTER
 TK0339'OF THE GRAVELED ROAD, AND 7 FEET WEST OF A UTILITY POLE.  NOTE=ACCESS
 TK0339'TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0339'THE MARK IS 1.5 FT  SE FROM A WITNESS POST.
 TK0339'THE MARK IS 1 FT BELOW THE ROAD SURFACE.
 TK0339
 TK0339                          STATION RECOVERY (1982)
 TK0339
 TK0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0710 ***********************************************************************
 TN0710  DESIGNATION -  B 516
 TN0710  PID         -  TN0710
 TN0710  STATE/COUNTY-  MT/LINCOLN
 TN0710  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0710
 TN0710                         *CURRENT SURVEY CONTROL
 TN0710  ___________________________________________________________________
 TN0710* NAD 83(1986)-  48 26 45.     (N)    115 47 35.     (W)     SCALED    
 TN0710* NAVD 88     -       604.569  (meters)    1983.49   (feet)  ADJUSTED  
 TN0710  ___________________________________________________________________
 TN0710  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TN0710  DYNAMIC HT  -         604.603 (meters)    1983.60  (feet)  COMP
 TN0710  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 TN0710
 TN0710  VERT ORDER  -  FIRST     CLASS II
 TN0710
 TN0710.The horizontal coordinates were scaled from a topographic map and have
 TN0710.an estimated accuracy of +/- 6 seconds.
 TN0710
 TN0710.The orthometric height was determined by differential leveling
 TN0710.and adjusted by the National Geodetic Survey in June 1991..
 TN0710
 TN0710.The geoid height was determined by GEOID03.
 TN0710
 TN0710.The dynamic height is computed by dividing the NAVD 88
 TN0710.geopotential number by the normal gravity value computed on the
 TN0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0710.degrees latitude (g = 980.6199 gals.).
 TN0710
 TN0710.The modeled gravity was interpolated from observed gravity values.
 TN0710
 TN0710;                    North         East    Units  Estimated Accuracy
 TN0710;SPC MT       -   484,940.      135,080.      MT  (+/- 180 meters Scaled)
 TN0710
 TN0710                          SUPERSEDED SURVEY CONTROL
 TN0710
 TN0710.No superseded survey control is available for this station.
 TN0710
 TN0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP892665(NAD 83)
 TN0710_MARKER: DB = BENCH MARK DISK
 TN0710_SETTING: 66 = SET IN ROCK OUTCROP
 TN0710_SP_SET: ROCK OUTCROP
 TN0710_STAMPING: B 516 1980
 TN0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0710+STABILITY: POSITION/ELEVATION WELL
 TN0710
 TN0710  HISTORY     - Date     Condition        Report By
 TN0710  HISTORY     - 1980     MONUMENTED       NGS
 TN0710
 TN0710                          STATION DESCRIPTION
 TN0710
 TN0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0710'9.4 KM SE FROM TROY.
 TN0710'9.4 KILOMETERS (5.8 MILES) SOUTHEAST ALONG US HIGHWAY 2 FROM THE
 TN0710'HIGH SCHOOL IN TROY,, 0.3 KILOMETER (0.2 MILE) WEST OF HIGHWAY
 TN0710'MILEPOST 20, SET IN TOP OF THE EAST SURFACE OF A SLOPING PROJECTION
 TN0710'OF OUTCROP, 81.5 METERS (267 FEET) WEST AND ACROSS THE HIGHWAY
 TN0710'FROM A RAILWAY SEMAPHORE, 27.0 METERS (88.5 FEET) EAST OF A
 TN0710'POWER LINE POLE, 8.7 METER (28.5 FEET) SOUTH OF THE CENTERLINE
 TN0710'OF THE HIGHWAY, 1.2 METER (4.0 FEET) SOUTH OF THE NORTHEA EDGE OF
 TN0710'THE OUTCRPOP.
 TN0710'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TN0710'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0891 ***********************************************************************
 SU0891  DESIGNATION -  B 518
 SU0891  PID         -  SU0891
 SU0891  STATE/COUNTY-  MT/SANDERS
 SU0891  USGS QUAD   -  NOXON RAPIDS DAM (1983)
 SU0891
 SU0891                         *CURRENT SURVEY CONTROL
 SU0891  ___________________________________________________________________
 SU0891* NAD 83(1986)-  47 54 09.     (N)    115 40 58.     (W)     SCALED    
 SU0891* NAVD 88     -       746.377  (meters)    2448.74   (feet)  ADJUSTED  
 SU0891  ___________________________________________________________________
 SU0891  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SU0891  DYNAMIC HT  -         746.392 (meters)    2448.79  (feet)  COMP
 SU0891  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 SU0891
 SU0891  VERT ORDER  -  FIRST     CLASS II
 SU0891
 SU0891.The horizontal coordinates were scaled from a topographic map and have
 SU0891.an estimated accuracy of +/- 6 seconds.
 SU0891
 SU0891.The orthometric height was determined by differential leveling
 SU0891.and adjusted by the National Geodetic Survey in June 1991..
 SU0891
 SU0891.The geoid height was determined by GEOID03.
 SU0891
 SU0891.The dynamic height is computed by dividing the NAVD 88
 SU0891.geopotential number by the normal gravity value computed on the
 SU0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0891.degrees latitude (g = 980.6199 gals.).
 SU0891
 SU0891.The modeled gravity was interpolated from observed gravity values.
 SU0891
 SU0891;                    North         East    Units  Estimated Accuracy
 SU0891;SPC MT       -   424,090.      138,440.      MT  (+/- 180 meters Scaled)
 SU0891
 SU0891                          SUPERSEDED SURVEY CONTROL
 SU0891
 SU0891.No superseded survey control is available for this station.
 SU0891
 SU0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP984063(NAD 83)
 SU0891_MARKER: I = METAL ROD
 SU0891_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0891_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0891_STAMPING: B 518 1980
 SU0891_PROJECTION: FLUSH
 SU0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0891+STABILITY: POSITION/ELEVATION WELL
 SU0891_ROD/PIPE-DEPTH: 10.7 meters
 SU0891_SLEEVE-DEPTH  : 6.1 meters
 SU0891
 SU0891  HISTORY     - Date     Condition        Report By
 SU0891  HISTORY     - 1980     MONUMENTED       NGS
 SU0891
 SU0891                          STATION DESCRIPTION
 SU0891
 SU0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0891'10.6 KM NW FROM TROUT CREEK.
 SU0891'10.6 KILOMETERS (6.6 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0891'THE POST OFFICE IN TROUT CREEK, 0.55 KILOMETER (0.35 MILE) SOUTHEAST
 SU0891'OF HIGHWAY MILEPOST 23, 63.9 METERS (209 FEET) WEST OF THE
 SU0891'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND SWAMP CREEK ROAD,
 SU0891'23.9 METERS (78.6 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SU0891'61.9 METERS (203 FEET) SOUTH OF THE SOUTH CORNER OF A SMALL FRAME
 SU0891'HOUSE, 49.2 METERS (161 FEET) SOUTH OF THE INTERSECTION OF THE
 SU0891'CENTERLINES OF THE HIGHWAY AND THE PRIVATE DRIVE, 1.8 METERS (5.9
 SU0891'FEET) NORTHWEST OF A GUY POLE FOR A T JUNCTION POWER LINE POLE ACROSS
 SU0891'THE HIGHWAY.
 SU0891'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 SU0891'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0117 ***********************************************************************
 TN0117  DESIGNATION -  B 52
 TN0117  PID         -  TN0117
 TN0117  STATE/COUNTY-  MT/FLATHEAD
 TN0117  USGS QUAD   -  BEAVER LAKE (1994)
 TN0117
 TN0117                         *CURRENT SURVEY CONTROL
 TN0117  ___________________________________________________________________
 TN0117* NAD 83(1986)-  48 26 46.     (N)    114 23 22.     (W)     SCALED    
 TN0117* NAVD 88     -       934.492  (meters)    3065.91   (feet)  POSTED    
 TN0117  ___________________________________________________________________
 TN0117  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 TN0117  DYNAMIC HT  -         934.510 (meters)    3065.97  (feet)  COMP
 TN0117  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 TN0117
 TN0117  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TN0117
 TN0117.The horizontal coordinates were scaled from a topographic map and have
 TN0117.an estimated accuracy of +/- 6 seconds.
 TN0117
 TN0117.The orthometric height was determined by differential leveling
 TN0117.and adjusted by the National Geodetic Survey in 1992..
 TN0117.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TN0117.rate of 1.1 thru 2.0 mm/km.
 TN0117
 TN0117.The geoid height was determined by GEOID03.
 TN0117
 TN0117.The dynamic height is computed by dividing the NAVD 88
 TN0117.geopotential number by the normal gravity value computed on the
 TN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0117.degrees latitude (g = 980.6199 gals.).
 TN0117
 TN0117.The modeled gravity was interpolated from observed gravity values.
 TN0117
 TN0117;                    North         East    Units  Estimated Accuracy
 TN0117;SPC MT       -   477,570.      238,620.      MT  (+/- 180 meters Scaled)
 TN0117
 TN0117                          SUPERSEDED SURVEY CONTROL
 TN0117
 TN0117  NGVD 29 (??/??/92)  933.325  (m)         3062.08   (f) ADJ UNCH    1 2
 TN0117
 TN0117.Superseded values are not recommended for survey control.
 TN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0117.See file dsdata.txt to determine how the superseded data were derived.
 TN0117
 TN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP930691(NAD 83)
 TN0117_MARKER: DB = BENCH MARK DISK
 TN0117_SETTING: 66 = SET IN ROCK OUTCROP
 TN0117_SP_SET: ROCK SHELF
 TN0117_STAMPING: B 52 1933
 TN0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0117+STABILITY: POSITION/ELEVATION WELL
 TN0117
 TN0117  HISTORY     - Date     Condition        Report By
 TN0117  HISTORY     - 1933     MONUMENTED       CGS
 TN0117  HISTORY     - 1946     GOOD             NGS
 TN0117
 TN0117                          STATION DESCRIPTION
 TN0117
 TN0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0117'4 MI NW FROM WHITEFISH.
 TN0117'4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0117'WHITEFISH, FLATHEAD COUNTY, 800 YARDS NORTHWEST OF SEMAPHORES 1222.8
 TN0117'AND 1222.9, 400 YARDS NORTHWEST OF MILEPOST 1223, AT THE EAST END OF A
 TN0117'SMALL ROCK CUT, 12.2 FEET NORTHEAST OF THE TRACK, AND IN THE TOP OF A
 TN0117'ROCK SHELF.  A STANDARD DISK, STAMPED B 52 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0847 ***********************************************************************
 SU0847  DESIGNATION -  B 520
 SU0847  PID         -  SU0847
 SU0847  STATE/COUNTY-  MT/SANDERS
 SU0847  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0847
 SU0847                         *CURRENT SURVEY CONTROL
 SU0847  ___________________________________________________________________
 SU0847* NAD 83(1986)-  47 18 29.     (N)    114 48 36.     (W)     SCALED    
 SU0847* NAVD 88     -       767.798  (meters)    2519.02   (feet)  ADJUSTED  
 SU0847  ___________________________________________________________________
 SU0847  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 SU0847  DYNAMIC HT  -         767.742 (meters)    2518.83  (feet)  COMP
 SU0847  MODELED GRAV-     980,514.8   (mgal)                       NAVD 88
 SU0847
 SU0847  VERT ORDER  -  FIRST     CLASS II
 SU0847
 SU0847.The horizontal coordinates were scaled from a topographic map and have
 SU0847.an estimated accuracy of +/- 6 seconds.
 SU0847
 SU0847.The orthometric height was determined by differential leveling
 SU0847.and adjusted by the National Geodetic Survey in June 1991..
 SU0847
 SU0847.The geoid height was determined by GEOID03.
 SU0847
 SU0847.The dynamic height is computed by dividing the NAVD 88
 SU0847.geopotential number by the normal gravity value computed on the
 SU0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0847.degrees latitude (g = 980.6199 gals.).
 SU0847
 SU0847.The modeled gravity was interpolated from observed gravity values.
 SU0847
 SU0847;                    North         East    Units  Estimated Accuracy
 SU0847;SPC MT       -   353,400.      199,020.      MT  (+/- 180 meters Scaled)
 SU0847
 SU0847                          SUPERSEDED SURVEY CONTROL
 SU0847
 SU0847.No superseded survey control is available for this station.
 SU0847
 SU0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN655417(NAD 83)
 SU0847_MARKER: DB = BENCH MARK DISK
 SU0847_SETTING: 66 = SET IN ROCK OUTCROP
 SU0847_SP_SET: ROCK OUTCROP
 SU0847_STAMPING: B 520 1980
 SU0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0847+STABILITY: POSITION/ELEVATION WELL
 SU0847
 SU0847  HISTORY     - Date     Condition        Report By
 SU0847  HISTORY     - 1980     MONUMENTED       NGS
 SU0847
 SU0847                          STATION DESCRIPTION
 SU0847
 SU0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0847'11.5 KM SOUTH FROM PARADISE.
 SU0847'4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 (US
 SU0847'HIGHWAY 10A) FROM THE BURLINGTON NORTHERN RAILWAY STATION IN PARADISE,
 SU0847'THENCE 6.7 KILOMETERS (4.15 MILES) SOUTHWEST ALONG STATE HIGHWAY 135,
 SU0847'DIRECTLY ACROSS THE HIGHWAY FROM THE SOUTHEAST END OF A TURNOUT, SET
 SU0847'IN TOP OF A SLOPING LEDGE AT THE BASE OF A GRANITE BEDROCK HIGHWAY
 SU0847'CUT, 162 METERS (532 FEET) SOUTHEAST OF A 24-INCH DIAMETER STEEL PIPE
 SU0847'CULVERT UNDER THE HIGHWAY, 36.2 METERS (119 FEET) NORTHWEST OF A 24-
 SU0847'INCH DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 22.4 METERS
 SU0847'(73.5 FEET) NORTHWEST OF THE SOUTHEAST END OF THE CUT, 10.65 METERS
 SU0847'(35.0 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 SU0847'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 SU0847'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0872 ***********************************************************************
 SU0872  DESIGNATION -  B 521
 SU0872  PID         -  SU0872
 SU0872  STATE/COUNTY-  MT/SANDERS
 SU0872  USGS QUAD   -  BELKNAP (1988)
 SU0872
 SU0872                         *CURRENT SURVEY CONTROL
 SU0872  ___________________________________________________________________
 SU0872* NAD 83(1986)-  47 41 15.     (N)    115 25 51.     (W)     SCALED    
 SU0872* NAVD 88     -       755.979  (meters)    2480.24   (feet)  ADJUSTED  
 SU0872  ___________________________________________________________________
 SU0872  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 SU0872  DYNAMIC HT  -         755.963 (meters)    2480.19  (feet)  COMP
 SU0872  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 SU0872
 SU0872  VERT ORDER  -  FIRST     CLASS II
 SU0872
 SU0872.The horizontal coordinates were scaled from a topographic map and have
 SU0872.an estimated accuracy of +/- 6 seconds.
 SU0872
 SU0872.The orthometric height was determined by differential leveling
 SU0872.and adjusted by the National Geodetic Survey in June 1991..
 SU0872
 SU0872.The geoid height was determined by GEOID03.
 SU0872
 SU0872.The dynamic height is computed by dividing the NAVD 88
 SU0872.geopotential number by the normal gravity value computed on the
 SU0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0872.degrees latitude (g = 980.6199 gals.).
 SU0872
 SU0872.The modeled gravity was interpolated from observed gravity values.
 SU0872
 SU0872;                    North         East    Units  Estimated Accuracy
 SU0872;SPC MT       -   398,810.      155,410.      MT  (+/- 180 meters Scaled)
 SU0872
 SU0872                          SUPERSEDED SURVEY CONTROL
 SU0872
 SU0872.No superseded survey control is available for this station.
 SU0872
 SU0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN177827(NAD 83)
 SU0872_MARKER: I = METAL ROD
 SU0872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0872_SP_SET: STAINLESS STEEL ROD
 SU0872_STAMPING: B 521 1980
 SU0872_PROJECTION: FLUSH
 SU0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0872_ROD/PIPE-DEPTH: 4.9  meters
 SU0872
 SU0872  HISTORY     - Date     Condition        Report By
 SU0872  HISTORY     - 1980     MONUMENTED       NGS
 SU0872
 SU0872                          STATION DESCRIPTION
 SU0872
 SU0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0872'13.5 KM NW FROM THOMPSON FALLS.
 SU0872'13.5 KILOMETERS (8.4 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0872'THE BURLINGTON NORTHERN RAILWAY STATION IN THOMPSON FALLS, 0.7
 SU0872'KILOMETER (0.45 MILE) SOUTHEAST OF HIGHWAY MILEPOST 42, 0.25
 SU0872'KILOMETER (0.15 MILE) NORTHWEST OF THE NORTHWEST END OF A HIGHWAY
 SU0872'CURVE, 54.7 METERS (179 FEET) NORTHWEST OF THE CENTERLINE OF A
 SU0872'GRAVEL ROAD T JUNCTION, 32.2 METERS (106 FEET) SOUTH OF THE
 SU0872'SOUTHWEST END OF A 30-INCH DIAMETER STEEL PIPE CULVERT UNDER THE
 SU0872'HIGHWAY, 22.9 METERS (75.0 FEET) SOUTH OF A TELEPHONE CABLE BOX
 SU0872'NUMBER 55, 19.7 METERS (64.6 FEET) SOUTHWEST OF THE CENTERLINE
 SU0872'OF THE HIGHWAY, 15.8 METERS (51.9 FEET) NORTHEAST OF THE CENTERLINE
 SU0872'OF THE GRAVEL ROAD, 1.3 METERS (4.3 FEET) SOUTHEAST OF A CORNER
 SU0872'POST IN THE HIGHWAY RIGHT-OF-WAY FENCE.
 SU0872'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SU0872'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0608 ***********************************************************************
 TN0608  DESIGNATION -  B 522
 TN0608  PID         -  TN0608
 TN0608  STATE/COUNTY-  MT/SANDERS
 TN0608  USGS QUAD   -  HERON (1983)
 TN0608
 TN0608                         *CURRENT SURVEY CONTROL
 TN0608  ___________________________________________________________________
 TN0608* NAD 83(1986)-  48 04 15.     (N)    115 56 04.     (W)     SCALED    
 TN0608* NAVD 88     -       710.499  (meters)    2331.03   (feet)  ADJUSTED  
 TN0608  ___________________________________________________________________
 TN0608  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TN0608  DYNAMIC HT  -         710.520 (meters)    2331.10  (feet)  COMP
 TN0608  MODELED GRAV-     980,619.1   (mgal)                       NAVD 88
 TN0608
 TN0608  VERT ORDER  -  FIRST     CLASS II
 TN0608
 TN0608.The horizontal coordinates were scaled from a topographic map and have
 TN0608.an estimated accuracy of +/- 6 seconds.
 TN0608
 TN0608.The orthometric height was determined by differential leveling
 TN0608.and adjusted by the National Geodetic Survey in June 1991..
 TN0608
 TN0608.The geoid height was determined by GEOID03.
 TN0608
 TN0608.The dynamic height is computed by dividing the NAVD 88
 TN0608.geopotential number by the normal gravity value computed on the
 TN0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0608.degrees latitude (g = 980.6199 gals.).
 TN0608
 TN0608.The modeled gravity was interpolated from observed gravity values.
 TN0608
 TN0608;                    North         East    Units  Estimated Accuracy
 TN0608;SPC MT       -   444,250.      121,230.      MT  (+/- 180 meters Scaled)
 TN0608
 TN0608                          SUPERSEDED SURVEY CONTROL
 TN0608
 TN0608.No superseded survey control is available for this station.
 TN0608
 TN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP793247(NAD 83)
 TN0608_MARKER: I = METAL ROD
 TN0608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0608_SP_SET: STAINLESS STEEL ROD
 TN0608_STAMPING: B 522 1980
 TN0608_PROJECTION: FLUSH
 TN0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0608_ROD/PIPE-DEPTH: 6.0  meters
 TN0608
 TN0608  HISTORY     - Date     Condition        Report By
 TN0608  HISTORY     - 1980     MONUMENTED       NGS
 TN0608
 TN0608                          STATION DESCRIPTION
 TN0608
 TN0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0608'22.4 KM SE FROM CLARK FORK.
 TN0608'22.4 KILOMETERS (13.9 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TN0608'THE PUBLIC SCHOOL IN CLARK FORK, 0.5 KILOMETERS (0.3 MILE)
 TN0608'NORTHWEST OF HIGHWAY MILEPOST 6, 13.8 METERS (45.4 FEET) SOUTHWEST
 TN0608'OF THE CENTERLINE OF THE HIGHWAY, 150.9 METERS (495 FEET) NORTHWEST
 TN0608'ACROSS THE HIGHWAY FROM THE NORTHWEST END OF A HIGHWAA CUT ON THE
 TN0608'NORTHEAST HIGHWAY RIGHT-OF-WAY, 126.5 METERS (415 FEET) SOUTHEAST
 TN0608'ACROSS THE HIGHWAY FROM THE SOUTHEAST END OF THE CUT, 0.8 METERS
 TN0608'(2.6 FEET) SOUTHEAST OF THE SECOND POWER LINE POLE (NUMBER C 81)
 TN0608'NORTHWEST OF A LINE CROSSING THE HIGHWAY.
 TN0608'THE MARK IS 05 METERS  NW FROM A WITNESS POST.
 TN0608'THE MARK IS 0.5 M BELOW THE HIGHWAA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0823 ***********************************************************************
 RY0823  DESIGNATION -  B 523
 RY0823  PID         -  RY0823
 RY0823  STATE/COUNTY-  MT/MISSOULA
 RY0823  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0823
 RY0823                         *CURRENT SURVEY CONTROL
 RY0823  ___________________________________________________________________
 RY0823* NAD 83(1986)-  46 43 36.     (N)    114 31 54.     (W)     SCALED    
 RY0823* NAVD 88     -      1261.188  (meters)    4137.75   (feet)  ADJUSTED  
 RY0823  ___________________________________________________________________
 RY0823  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 RY0823  DYNAMIC HT  -        1260.914 (meters)    4136.85  (feet)  COMP
 RY0823  MODELED GRAV-     980,353.1   (mgal)                       NAVD 88
 RY0823
 RY0823  VERT ORDER  -  FIRST     CLASS II
 RY0823
 RY0823.The horizontal coordinates were scaled from a topographic map and have
 RY0823.an estimated accuracy of +/- 6 seconds.
 RY0823
 RY0823.The orthometric height was determined by differential leveling
 RY0823.and adjusted by the National Geodetic Survey in June 1991..
 RY0823
 RY0823.The geoid height was determined by GEOID03.
 RY0823
 RY0823.The dynamic height is computed by dividing the NAVD 88
 RY0823.geopotential number by the normal gravity value computed on the
 RY0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0823.degrees latitude (g = 980.6199 gals.).
 RY0823
 RY0823.The modeled gravity was interpolated from observed gravity values.
 RY0823
 RY0823;                    North         East    Units  Estimated Accuracy
 RY0823;SPC MT       -   287,550.      215,860.      MT  (+/- 180 meters Scaled)
 RY0823
 RY0823                          SUPERSEDED SURVEY CONTROL
 RY0823
 RY0823.No superseded survey control is available for this station.
 RY0823
 RY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM886777(NAD 83)
 RY0823_MARKER: DB = BENCH MARK DISK
 RY0823_SETTING: 66 = SET IN ROCK OUTCROP
 RY0823_SP_SET: ROCK OUTCROP
 RY0823_STAMPING: B 523 1980
 RY0823_MARK LOGO: NGS   
 RY0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0823+STABILITY: POSITION/ELEVATION WELL
 RY0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0823+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 RY0823
 RY0823  HISTORY     - Date     Condition        Report By
 RY0823  HISTORY     - 1980     MONUMENTED       NGS
 RY0823  HISTORY     - 20050726 GOOD             INDIV
 RY0823
 RY0823                          STATION DESCRIPTION
 RY0823
 RY0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0823'0.2 KM (0.1 MI) NE FROM LOLO HOT SPRINGS.
 RY0823'0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0823'THE OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, AT THE
 RY0823'SOUTHWEST END OF A HIGHWAY CURVE NORTH, SET IN TOP OF A POINTED
 RY0823'ROCK LEDGE, 4.95 METERS (16.2 FEET) SOUTH OF THE SOUTH FACE OF A
 RY0823'MASSIVE GRANITE OUTCROP, 12.95 METERS (42.5 FEET) NORTHWEST OF
 RY0823'THE CENTERLINE OF THE HIGHWAY, 43.6 METERS (143 FEET) SOUTHWEST
 RY0823'ACROSS THE HIGHWAY FROM TELEPHONE POLE NUMBER 6 WITH A WOODEN BRACE
 RY0823'POLE, 27.1 METERS (89.0 FEET) NORTH ACROSS THE HIGHWAY FROM A
 RY0823'TELEPHONE POLE, 7.8 METERS (25.6 FEET) SOUTHEAST OF A 36-INCH DIAMETER
 RY0823'DOUGLAS FIR TREE, 0.6 METERS (2.0 FEET) NORTHWEST OF THE SOUTHEAST
 RY0823'EDGE OF THE LEDGE, 0.5 METERS (1.7 FEET) NORTHEAST OF THE SOUTHWEST
 RY0823'EDGE OF THE LEDGE
 RY0823'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 RY0823'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RY0823
 RY0823                          STATION RECOVERY (2005)
 RY0823
 RY0823'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RBP)
 RY0823'GARMIN HNADHELD GPS, LAT 46-42-21.2 N, LONG 114-32-15.5 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0293 ***********************************************************************
 TK0293  DESIGNATION -  B 526
 TK0293  PID         -  TK0293
 TK0293  STATE/COUNTY-  MT/PHILLIPS
 TK0293  USGS QUAD   -  PHILLIPS (1965)
 TK0293
 TK0293                         *CURRENT SURVEY CONTROL
 TK0293  ___________________________________________________________________
 TK0293* NAD 83(1986)-  48 02 34.     (N)    108 11 53.     (W)     SCALED    
 TK0293* NAVD 88     -       844.768  (meters)    2771.54   (feet)  ADJUSTED  
 TK0293  ___________________________________________________________________
 TK0293  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TK0293  DYNAMIC HT  -         844.800 (meters)    2771.65  (feet)  COMP
 TK0293  MODELED GRAV-     980,620.8   (mgal)                       NAVD 88
 TK0293
 TK0293  VERT ORDER  -  FIRST     CLASS II
 TK0293
 TK0293.The horizontal coordinates were scaled from a topographic map and have
 TK0293.an estimated accuracy of +/- 6 seconds.
 TK0293
 TK0293.The orthometric height was determined by differential leveling
 TK0293.and adjusted by the National Geodetic Survey in June 1991..
 TK0293
 TK0293.The geoid height was determined by GEOID03.
 TK0293
 TK0293.The dynamic height is computed by dividing the NAVD 88
 TK0293.geopotential number by the normal gravity value computed on the
 TK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0293.degrees latitude (g = 980.6199 gals.).
 TK0293
 TK0293.The modeled gravity was interpolated from observed gravity values.
 TK0293
 TK0293;                    North         East    Units  Estimated Accuracy
 TK0293;SPC MT       -   422,260.      697,030.      MT  (+/- 180 meters Scaled)
 TK0293
 TK0293                          SUPERSEDED SURVEY CONTROL
 TK0293
 TK0293.No superseded survey control is available for this station.
 TK0293
 TK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU088248(NAD 83)
 TK0293_MARKER: I = METAL ROD
 TK0293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0293_SP_SET: STAINLESS STEEL ROD
 TK0293_STAMPING: B 526 1980
 TK0293_PROJECTION: FLUSH
 TK0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0293_ROD/PIPE-DEPTH: 7.6  meters
 TK0293
 TK0293  HISTORY     - Date     Condition        Report By
 TK0293  HISTORY     - 1980     MONUMENTED       NGS
 TK0293
 TK0293                          STATION DESCRIPTION
 TK0293
 TK0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TK0293'44.6 KM SW FROM MALTA.
 TK0293'44.6 KM (27.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 TK0293'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 TK0293'11.8 KM (7.3 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 TK0293'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, 0.08 KM (0.05 MI) NORTHEAST
 TK0293'OF MILE POST 130, 0.2 KM (0.1 MI) NORTH OF A SMALL BRIDGE, 30.5
 TK0293'METERS (100.0 FT) NORTH-NORTHEAST OF A POWER POLE, 17.7 METERS
 TK0293'(58.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.3 METERS
 TK0293'(30.5 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 TK0293'5.9 METERS (19.3 FT) SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 TK0293'GATE POST, 0.8 METERS (2.5 FT) SOUTHEAST OF A FENCE.  NOTE=
 TK0293'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TK0293'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 TK0293'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0932 ***********************************************************************
 SR0932  DESIGNATION -  B 527
 SR0932  PID         -  SR0932
 SR0932  STATE/COUNTY-  MT/PHILLIPS
 SR0932  USGS QUAD   -  D Y JUNCTION (1971)
 SR0932
 SR0932                         *CURRENT SURVEY CONTROL
 SR0932  ___________________________________________________________________
 SR0932* NAD 83(1986)-  47 47 14.     (N)    108 38 55.     (W)     SCALED    
 SR0932* NAVD 88     -       949.279  (meters)    3114.43   (feet)  ADJUSTED  
 SR0932  ___________________________________________________________________
 SR0932  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 SR0932  DYNAMIC HT  -         949.288 (meters)    3114.46  (feet)  COMP
 SR0932  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 SR0932
 SR0932  VERT ORDER  -  FIRST     CLASS II
 SR0932
 SR0932.The horizontal coordinates were scaled from a topographic map and have
 SR0932.an estimated accuracy of +/- 6 seconds.
 SR0932
 SR0932.The orthometric height was determined by differential leveling
 SR0932.and adjusted by the National Geodetic Survey in June 1991..
 SR0932
 SR0932.The geoid height was determined by GEOID03.
 SR0932
 SR0932.The dynamic height is computed by dividing the NAVD 88
 SR0932.geopotential number by the normal gravity value computed on the
 SR0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0932.degrees latitude (g = 980.6199 gals.).
 SR0932
 SR0932.The modeled gravity was interpolated from observed gravity values.
 SR0932
 SR0932;                    North         East    Units  Estimated Accuracy
 SR0932;SPC MT       -   393,400.      663,760.      MT  (+/- 180 meters Scaled)
 SR0932
 SR0932                          SUPERSEDED SURVEY CONTROL
 SR0932
 SR0932.No superseded survey control is available for this station.
 SR0932
 SR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT761953(NAD 83)
 SR0932_MARKER: I = METAL ROD
 SR0932_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0932_SP_SET: STAINLESS STEEL ROD
 SR0932_STAMPING: B 527 1980
 SR0932_PROJECTION: FLUSH
 SR0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0932_ROD/PIPE-DEPTH: 6.1  meters
 SR0932
 SR0932  HISTORY     - Date     Condition        Report By
 SR0932  HISTORY     - 1980     MONUMENTED       NGS
 SR0932
 SR0932                          STATION DESCRIPTION
 SR0932
 SR0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0932'66.9 KM NE FROM ROY.
 SR0932'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0932'THENCE 66.9 KM (41.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0932'21.5 KM (13.35 MI NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE
 SR0932'NORTHEAST END OF THE MISSOURI RIVER BRIDGE, 1.0 KM (0.65 MI)
 SR0932'SOUTHWEST OF MILE POST 102, 1.4 KM (0.85 MI) SOUTHWEST OF COUNTY
 SR0932'HIGHWAY 66, 60.3 METERS (197.7 FT) NORTHWEST OF THE CENTERLINE
 SR0932'OF THE HIGHWAY, AND 0.6 METERS (2.0 FT) SOUTHEAST OF A FENCE.
 SR0932'NOTE=REFUSAL WAS REACHED AT 6.1 METERS (20.0 FT).  ACCESS TO THE
 SR0932'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0932'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 SR0932'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0947 ***********************************************************************
 SR0947  DESIGNATION -  B 528
 SR0947  PID         -  SR0947
 SR0947  STATE/COUNTY-  MT/FERGUS
 SR0947  USGS QUAD   -  HESSLER RIDGE (1954)
 SR0947
 SR0947                         *CURRENT SURVEY CONTROL
 SR0947  ___________________________________________________________________
 SR0947* NAD 83(1986)-  47 37 04.     (N)    108 41 19.     (W)     SCALED    
 SR0947* NAVD 88     -       711.971  (meters)    2335.86   (feet)  ADJUSTED  
 SR0947  ___________________________________________________________________
 SR0947  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 SR0947  DYNAMIC HT  -         712.000 (meters)    2335.95  (feet)  COMP
 SR0947  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 SR0947
 SR0947  VERT ORDER  -  FIRST     CLASS II
 SR0947
 SR0947.The horizontal coordinates were scaled from a topographic map and have
 SR0947.an estimated accuracy of +/- 6 seconds.
 SR0947
 SR0947.The orthometric height was determined by differential leveling
 SR0947.and adjusted by the National Geodetic Survey in June 1991..
 SR0947
 SR0947.The geoid height was determined by GEOID03.
 SR0947
 SR0947.The dynamic height is computed by dividing the NAVD 88
 SR0947.geopotential number by the normal gravity value computed on the
 SR0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0947.degrees latitude (g = 980.6199 gals.).
 SR0947
 SR0947.The modeled gravity was interpolated from observed gravity values.
 SR0947
 SR0947;                    North         East    Units  Estimated Accuracy
 SR0947;SPC MT       -   374,540.      660,960.      MT  (+/- 180 meters Scaled)
 SR0947
 SR0947                          SUPERSEDED SURVEY CONTROL
 SR0947
 SR0947.No superseded survey control is available for this station.
 SR0947
 SR0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT736764(NAD 83)
 SR0947_MARKER: I = METAL ROD
 SR0947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0947_SP_SET: STAINLESS STEEL ROD
 SR0947_STAMPING: B 528 1980
 SR0947_PROJECTION: FLUSH
 SR0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0947_ROD/PIPE-DEPTH: 7.3  meters
 SR0947
 SR0947  HISTORY     - Date     Condition        Report By
 SR0947  HISTORY     - 1980     MONUMENTED       NGS
 SR0947
 SR0947                          STATION DESCRIPTION
 SR0947
 SR0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0947'43.8 KM NE FROM ROY.
 SR0947'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0947'THENCE 43.8 KM (27.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0947'1.7 KM (1.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0947'END OF THE MISSOURI RIVER BRIDGE, 0.7 KM (0.45 MI) NORTH OF A
 SR0947'SIDE ROAD LEADING WEST TO A HIGHWAY DEPARTMENT SECTION HOUSE,
 SR0947'14.6 METERS (47.8 FT) SOUTHEAST OF THE SOUTHEAST END OF A GATE,
 SR0947'13.5 METERS (22.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SR0947'24.8 METERS (81.6 FT) NORTHWEST AND ACROSS THE HIGHWAY FROM
 SR0947'MILE POST 87, AND 6.4 METERS (21.0 FT) NORTHEAST OF A UTILITY POLE.
 SR0947'NOTE=REFUSAL WAS REACHED AT 7.3 METERS (24.0 FT).  ACCESS TO
 SR0947'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0947'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 SR0947'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0950 ***********************************************************************
 SR0950  DESIGNATION -  B 529
 SR0950  PID         -  SR0950
 SR0950  STATE/COUNTY-  MT/FERGUS
 SR0950  USGS QUAD   -  HESSLER RIDGE (1954)
 SR0950
 SR0950                         *CURRENT SURVEY CONTROL
 SR0950  ___________________________________________________________________
 SR0950* NAD 83(1986)-  47 35 20.     (N)    108 43 07.     (W)     SCALED    
 SR0950* NAVD 88     -       804.538  (meters)    2639.56   (feet)  ADJUSTED  
 SR0950  ___________________________________________________________________
 SR0950  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 SR0950  DYNAMIC HT  -         804.554 (meters)    2639.61  (feet)  COMP
 SR0950  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 SR0950
 SR0950  VERT ORDER  -  FIRST     CLASS II
 SR0950
 SR0950.The horizontal coordinates were scaled from a topographic map and have
 SR0950.an estimated accuracy of +/- 6 seconds.
 SR0950
 SR0950.The orthometric height was determined by differential leveling
 SR0950.and adjusted by the National Geodetic Survey in June 1991..
 SR0950
 SR0950.The geoid height was determined by GEOID03.
 SR0950
 SR0950.The dynamic height is computed by dividing the NAVD 88
 SR0950.geopotential number by the normal gravity value computed on the
 SR0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0950.degrees latitude (g = 980.6199 gals.).
 SR0950
 SR0950.The modeled gravity was interpolated from observed gravity values.
 SR0950
 SR0950;                    North         East    Units  Estimated Accuracy
 SR0950;SPC MT       -   371,300.      658,740.      MT  (+/- 180 meters Scaled)
 SR0950
 SR0950                          SUPERSEDED SURVEY CONTROL
 SR0950
 SR0950.No superseded survey control is available for this station.
 SR0950
 SR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT715731(NAD 83)
 SR0950_MARKER: I = METAL ROD
 SR0950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0950_SP_SET: STAINLESS STEEL ROD
 SR0950_STAMPING: B 529 1980
 SR0950_PROJECTION: FLUSH
 SR0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0950_ROD/PIPE-DEPTH: 7.3  meters
 SR0950
 SR0950  HISTORY     - Date     Condition        Report By
 SR0950  HISTORY     - 1980     MONUMENTED       NGS
 SR0950
 SR0950                          STATION DESCRIPTION
 SR0950
 SR0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0950'39.8 KM NE FROM ROY.
 SR0950'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0950'THENCE 39.8 KM (24.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0950'5.6 KM (3.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0950'NORTHEAST END OF THE MISSOURI RIVER BRIDGE,
 SR0950'22.8 METERS (74.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SR0950'1.7 METERS (3.5 FT) SOUTH OF A POWER POLE.  NOTE=ROD DRIVEN TO
 SR0950'REFUSAL AT 7.3 METERS (24.0 FT).  ACCESS TO THE DATUM POINT IS
 SR0950'THROUGH A 5-INCH LOGO CAP.
 SR0950'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 SR0950'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0112 ***********************************************************************
 TM0112  DESIGNATION -  B 53
 TM0112  PID         -  TM0112
 TM0112  STATE/COUNTY-  MT/FLATHEAD
 TM0112  USGS QUAD   -  NIMROD (1994)
 TM0112
 TM0112                         *CURRENT SURVEY CONTROL
 TM0112  ___________________________________________________________________
 TM0112* NAD 83(1986)-  48 14 14.     (N)    113 31 58.     (W)     SCALED    
 TM0112* NAVD 88     -      1271.215  (meters)    4170.64   (feet)  ADJUSTED  
 TM0112  ___________________________________________________________________
 TM0112  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 TM0112  DYNAMIC HT  -        1271.120 (meters)    4170.33  (feet)  COMP
 TM0112  MODELED GRAV-     980,493.0   (mgal)                       NAVD 88
 TM0112
 TM0112  VERT ORDER  -  FIRST     CLASS II
 TM0112
 TM0112.The horizontal coordinates were scaled from a topographic map and have
 TM0112.an estimated accuracy of +/- 6 seconds.
 TM0112
 TM0112.The orthometric height was determined by differential leveling
 TM0112.and adjusted by the National Geodetic Survey in June 1991..
 TM0112
 TM0112.The geoid height was determined by GEOID03.
 TM0112
 TM0112.The dynamic height is computed by dividing the NAVD 88
 TM0112.geopotential number by the normal gravity value computed on the
 TM0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0112.degrees latitude (g = 980.6199 gals.).
 TM0112
 TM0112.The modeled gravity was interpolated from observed gravity values.
 TM0112
 TM0112;                    North         East    Units  Estimated Accuracy
 TM0112;SPC MT       -   450,770.      300,680.      MT  (+/- 180 meters Scaled)
 TM0112
 TM0112                          SUPERSEDED SURVEY CONTROL
 TM0112
 TM0112  NGVD 29 (??/??/92) 1269.935  (m)         4166.45   (f) ADJ UNCH    1 2
 TM0112
 TM0112.Superseded values are not recommended for survey control.
 TM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0112.See file dsdata.txt to determine how the superseded data were derived.
 TM0112
 TM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU119457(NAD 83)
 TM0112_MARKER: DB = BENCH MARK DISK
 TM0112_SETTING: 66 = SET IN ROCK OUTCROP
 TM0112_SP_SET: OUTCROP
 TM0112_STAMPING: B 53 1933
 TM0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0112+STABILITY: POSITION/ELEVATION WELL
 TM0112
 TM0112  HISTORY     - Date     Condition        Report By
 TM0112  HISTORY     - 1933     MONUMENTED       CGS
 TM0112
 TM0112                          STATION DESCRIPTION
 TM0112
 TM0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TM0112'5.7 MI SE FROM WALTON.
 TM0112'5.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0112'AT WALTON (ESSEX POST OFFICE), FLATHEAD COUNTY, 1.9 MILES SOUTHEAST OF
 TM0112'THE STATION SIGN AT NIMROD, 366 YARDS SOUTHWEST OF MILEPOST 1163, 775
 TM0112'FEET SOUTHWEST OF SEMAPHORE 1163.3, AT THE NORTHEAST END OF SNOWSHED
 TM0112'10-7, 18 FEET NORTHWEST OF THE NORTHWEST TRACK, 11 FEET NORTHEAST OF
 TM0112'THE CONCRETE WALL OF THE SNOWSHED, AND IN THE TOP OF A BLUISH ROCK
 TM0112'OUTCROP.  A STANDARD DISK, STAMPED B 53 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1002 ***********************************************************************
 SR1002  DESIGNATION -  B 530
 SR1002  PID         -  SR1002
 SR1002  STATE/COUNTY-  MT/FERGUS
 SR1002  USGS QUAD   -  LEWISTOWN (1985)
 SR1002
 SR1002                         *CURRENT SURVEY CONTROL
 SR1002  ___________________________________________________________________
 SR1002* NAD 83(1986)-  47 03 21.     (N)    109 28 25.     (W)     SCALED    
 SR1002* NAVD 88     -      1252.514  (meters)    4109.29   (feet)  ADJUSTED  
 SR1002  ___________________________________________________________________
 SR1002  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SR1002  DYNAMIC HT  -        1252.356 (meters)    4108.77  (feet)  COMP
 SR1002  MODELED GRAV-     980,442.8   (mgal)                       NAVD 88
 SR1002  OBS GRAVITY -     980,439.7   (mgal)                       GRAV_OBS
 SR1002
 SR1002  VERT ORDER  -  FIRST     CLASS II
 SR1002
 SR1002.The horizontal coordinates were scaled from a topographic map and have
 SR1002.an estimated accuracy of +/- 6 seconds.
 SR1002
 SR1002.The orthometric height was determined by differential leveling
 SR1002.and adjusted by the National Geodetic Survey in June 1991..
 SR1002
 SR1002.The geoid height was determined by GEOID03.
 SR1002
 SR1002.The dynamic height is computed by dividing the NAVD 88
 SR1002.geopotential number by the normal gravity value computed on the
 SR1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR1002.degrees latitude (g = 980.6199 gals.).
 SR1002
 SR1002.The modeled gravity was interpolated from observed gravity values.
 SR1002.The observed gravity was obtained from relative gravimeter ties
 SR1002.to the IGSN71 gravity network.
 SR1002
 SR1002;                    North         East    Units  Estimated Accuracy
 SR1002;SPC MT       -   311,780.      602,000.      MT  (+/- 180 meters Scaled)
 SR1002
 SR1002                          SUPERSEDED SURVEY CONTROL
 SR1002
 SR1002.No superseded survey control is available for this station.
 SR1002
 SR1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT159124(NAD 83)
 SR1002_MARKER: DB = BENCH MARK DISK
 SR1002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SR1002_SP_SET: PIER
 SR1002_STAMPING: B 530 1980
 SR1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR1002+STABILITY: POSITION/ELEVATION WELL
 SR1002
 SR1002  HISTORY     - Date     Condition        Report By
 SR1002  HISTORY     - 1980     MONUMENTED       NGS
 SR1002
 SR1002                          STATION DESCRIPTION
 SR1002
 SR1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR1002'4.2 KM WEST FROM LEWISTOWN.
 SR1002'3.6 KM (2.25 MI) WESTERLY ALONG U.S. HIGHWAYS 87 AND 191 FROM THE
 SR1002'COURTHOUSE IN LEWISTOWN, IN THE NORTH FACE OF THE NORTHWEST
 SR1002'1 OF 2 PIERS OF AN OVERPASS CROSSING THE BURLINGTON
 SR1002'NORTHERN RAILROAD, 3.6 METERS (11.7 FT) SOUTHWEST OF THE NORTHWEST
 SR1002'RAIL, 13.7 METERS (45.0 FT) NORTHWEST OF A TELEPHONE POLE.
 SR1002'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0988 ***********************************************************************
 SR0988  DESIGNATION -  B 532
 SR0988  PID         -  SR0988
 SR0988  STATE/COUNTY-  MT/FERGUS
 SR0988  USGS QUAD   -  ARMELLS (1985)
 SR0988
 SR0988                         *CURRENT SURVEY CONTROL
 SR0988  ___________________________________________________________________
 SR0988* NAD 83(1986)-  47 17 40.     (N)    109 13 16.     (W)     SCALED    
 SR0988* NAVD 88     -      1226.416  (meters)    4023.67   (feet)  ADJUSTED  
 SR0988  ___________________________________________________________________
 SR0988  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 SR0988  DYNAMIC HT  -        1226.304 (meters)    4023.30  (feet)  COMP
 SR0988  MODELED GRAV-     980,478.4   (mgal)                       NAVD 88
 SR0988  OBS GRAVITY -     980,479.0   (mgal)                       GRAV_OBS
 SR0988
 SR0988  VERT ORDER  -  FIRST     CLASS II
 SR0988
 SR0988.The horizontal coordinates were scaled from a topographic map and have
 SR0988.an estimated accuracy of +/- 6 seconds.
 SR0988
 SR0988.The orthometric height was determined by differential leveling
 SR0988.and adjusted by the National Geodetic Survey in June 1991..
 SR0988
 SR0988.The geoid height was determined by GEOID03.
 SR0988
 SR0988.The dynamic height is computed by dividing the NAVD 88
 SR0988.geopotential number by the normal gravity value computed on the
 SR0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0988.degrees latitude (g = 980.6199 gals.).
 SR0988
 SR0988.The modeled gravity was interpolated from observed gravity values.
 SR0988.The observed gravity was obtained from relative gravimeter ties
 SR0988.to the IGSN71 gravity network.
 SR0988
 SR0988;                    North         East    Units  Estimated Accuracy
 SR0988;SPC MT       -   338,330.      621,080.      MT  (+/- 180 meters Scaled)
 SR0988
 SR0988                          SUPERSEDED SURVEY CONTROL
 SR0988
 SR0988.No superseded survey control is available for this station.
 SR0988
 SR0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT344394(NAD 83)
 SR0988_MARKER: I = METAL ROD
 SR0988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SR0988_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SR0988_STAMPING: B 532 1980
 SR0988_PROJECTION: FLUSH
 SR0988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0988+STABILITY: POSITION/ELEVATION WELL
 SR0988_ROD/PIPE-DEPTH: 13.1 meters
 SR0988_SLEEVE-DEPTH  : 12.5 meters
 SR0988
 SR0988  HISTORY     - Date     Condition        Report By
 SR0988  HISTORY     - 1980     MONUMENTED       NGS
 SR0988
 SR0988                          STATION DESCRIPTION
 SR0988
 SR0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0988'12.2 KM NE FROM HILGER.
 SR0988'12.2 KM (7.55 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE POST
 SR0988'OFFICE IN HILGER, 0.4 KM (0.25 MI) NORTHEAST OF MILE POST 22, 24.0
 SR0988'METERS (78.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.8
 SR0988'METERS (74.8 FT) NORTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING
 SR0988'SOUTH TO THE MOUNTAIN SHADOW RANCH, 10.6 METERS (34.8 FT) NORTHEAST
 SR0988'OF A POWER POLE, AND 0.7 METER (2.5 FT) NORTHWEST OF A FENCE.
 SR0988'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0988'THE MARK IS 0.45 METERS  SSW FROM A WITNESS POST.
 SR0988'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1006 ***********************************************************************
 SR1006  DESIGNATION -  B 533
 SR1006  PID         -  SR1006
 SR1006  STATE/COUNTY-  MT/JUDITH BASIN
 SR1006  USGS QUAD   -  MOCCASIN (1970)
 SR1006
 SR1006                         *CURRENT SURVEY CONTROL
 SR1006  ___________________________________________________________________
 SR1006* NAD 83(1986)-  47 01 42.     (N)    109 52 51.     (W)     SCALED    
 SR1006* NAVD 88     -      1254.512  (meters)    4115.84   (feet)  ADJUSTED  
 SR1006  ___________________________________________________________________
 SR1006  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 SR1006  DYNAMIC HT  -        1254.322 (meters)    4115.22  (feet)  COMP
 SR1006  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 SR1006  OBS GRAVITY -     980,418.1   (mgal)                       GRAV_OBS
 SR1006
 SR1006  VERT ORDER  -  FIRST     CLASS II
 SR1006
 SR1006.The horizontal coordinates were scaled from a topographic map and have
 SR1006.an estimated accuracy of +/- 6 seconds.
 SR1006
 SR1006.The orthometric height was determined by differential leveling
 SR1006.and adjusted by the National Geodetic Survey in June 1991..
 SR1006
 SR1006.The geoid height was determined by GEOID03.
 SR1006
 SR1006.The dynamic height is computed by dividing the NAVD 88
 SR1006.geopotential number by the normal gravity value computed on the
 SR1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR1006.degrees latitude (g = 980.6199 gals.).
 SR1006
 SR1006.The modeled gravity was interpolated from observed gravity values.
 SR1006.The observed gravity was obtained from relative gravimeter ties
 SR1006.to the IGSN71 gravity network.
 SR1006
 SR1006;                    North         East    Units  Estimated Accuracy
 SR1006;SPC MT       -   308,800.      571,070.      MT  (+/- 180 meters Scaled)
 SR1006
 SR1006                          SUPERSEDED SURVEY CONTROL
 SR1006
 SR1006.No superseded survey control is available for this station.
 SR1006
 SR1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT850089(NAD 83)
 SR1006_MARKER: DB = BENCH MARK DISK
 SR1006_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SR1006_SP_SET: BRIDGE ABUTMENT
 SR1006_STAMPING: B 533 1980
 SR1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR1006
 SR1006  HISTORY     - Date     Condition        Report By
 SR1006  HISTORY     - 1980     MONUMENTED       NGS
 SR1006
 SR1006                          STATION DESCRIPTION
 SR1006
 SR1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR1006'4.0 KM ESE FROM MOCCASIN.
 SR1006'0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 SR1006'MOCCASIN THENCE 3.8 KM (2.35 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 87,
 SR1006'0.1 KM (0.05 MI) NORTH-NORTHWEST OF MILE MARKER 57, IN THE NORTHWEST
 SR1006'END OF A BRIDGE CROSSING THE BURLINGTON NORTHERN RAILROAD, 4.7 METERS
 SR1006'(15.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.2 METER
 SR1006'(0.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE ABUTMENT.
 SR1006'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1336 ***********************************************************************
 SS1336  DESIGNATION -  B 534
 SS1336  PID         -  SS1336
 SS1336  STATE/COUNTY-  MT/JUDITH BASIN
 SS1336  USGS QUAD   -  RAYNESFORD (1995)
 SS1336
 SS1336                         *CURRENT SURVEY CONTROL
 SS1336  ___________________________________________________________________
 SS1336* NAD 83(1986)-  47 17 00.     (N)    110 37 43.     (W)     SCALED    
 SS1336* NAVD 88     -      1324.640  (meters)    4345.92   (feet)  ADJUSTED  
 SS1336  ___________________________________________________________________
 SS1336  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 SS1336  DYNAMIC HT  -        1324.454 (meters)    4345.31  (feet)  COMP
 SS1336  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 SS1336
 SS1336  VERT ORDER  -  FIRST     CLASS II
 SS1336
 SS1336.The horizontal coordinates were scaled from a topographic map and have
 SS1336.an estimated accuracy of +/- 6 seconds.
 SS1336
 SS1336.The orthometric height was determined by differential leveling
 SS1336.and adjusted by the National Geodetic Survey in June 1991..
 SS1336
 SS1336.The geoid height was determined by GEOID03.
 SS1336
 SS1336.The dynamic height is computed by dividing the NAVD 88
 SS1336.geopotential number by the normal gravity value computed on the
 SS1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1336.degrees latitude (g = 980.6199 gals.).
 SS1336
 SS1336.The modeled gravity was interpolated from observed gravity values.
 SS1336
 SS1336;                    North         East    Units  Estimated Accuracy
 SS1336;SPC MT       -   337,670.      514,670.      MT  (+/- 180 meters Scaled)
 SS1336
 SS1336                          SUPERSEDED SURVEY CONTROL
 SS1336
 SS1336.No superseded survey control is available for this station.
 SS1336
 SS1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT280367(NAD 83)
 SS1336_MARKER: I = METAL ROD
 SS1336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1336_SP_SET: STAINLESS STEEL ROD
 SS1336_STAMPING: B 534 1980
 SS1336_PROJECTION: FLUSH
 SS1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1336_ROD/PIPE-DEPTH: 6.1  meters
 SS1336
 SS1336  HISTORY     - Date     Condition        Report By
 SS1336  HISTORY     - 1980     MONUMENTED       NGS
 SS1336
 SS1336                          STATION DESCRIPTION
 SS1336
 SS1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1336'8.8 KM NE FROM RAYNESFORD.
 SS1336'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS1336'GRAIN ELEVATOR IN RAYNESFORD, THENCE 0.8 KM (0.5 MI) EAST ALONG A
 SS1336'GRAVELED ROAD, 25.0 METERS (82 FT) SOUTHEAST OF THE CENTER OF A
 SS1336'T-INTERSECTION, 20.2 METERS (66.3 FT) EAST OF THE CENTER OF A GRAVELED
 SS1336'ROAD, 10.4 METERS (34 FT) SOUTH OF THE CENTER OF A GRAVLEED ROAD,
 SS1336'5.0 METERS (16.4 FT) EAST OF A FENCE CORNER AND 0.3 METERS (1.0 FT)
 SS1336'NORTH OF THE FENCE.  NOTE=REFUSAL WAS REACHED AT 6.1 METERS (20.0 FT)
 SS1336'AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1336'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 SS1336'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1361 ***********************************************************************
 SS1361  DESIGNATION -  B 535
 SS1361  PID         -  SS1361
 SS1361  STATE/COUNTY-  MT/CASCADE
 SS1361  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS1361
 SS1361                         *CURRENT SURVEY CONTROL
 SS1361  ___________________________________________________________________
 SS1361* NAD 83(1986)-  47 29 30.     (N)    111 08 56.     (W)     SCALED    
 SS1361* NAVD 88     -      1039.312  (meters)    3409.81   (feet)  ADJUSTED  
 SS1361  ___________________________________________________________________
 SS1361  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 SS1361  DYNAMIC HT  -        1039.251 (meters)    3409.61  (feet)  COMP
 SS1361  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 SS1361
 SS1361  VERT ORDER  -  FIRST     CLASS II
 SS1361
 SS1361.The horizontal coordinates were scaled from a topographic map and have
 SS1361.an estimated accuracy of +/- 6 seconds.
 SS1361
 SS1361.The orthometric height was determined by differential leveling
 SS1361.and adjusted by the National Geodetic Survey in June 1991..
 SS1361
 SS1361.The geoid height was determined by GEOID03.
 SS1361
 SS1361.The dynamic height is computed by dividing the NAVD 88
 SS1361.geopotential number by the normal gravity value computed on the
 SS1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1361.degrees latitude (g = 980.6199 gals.).
 SS1361
 SS1361.The modeled gravity was interpolated from observed gravity values.
 SS1361
 SS1361;                    North         East    Units  Estimated Accuracy
 SS1361;SPC MT       -   361,510.      475,830.      MT  (+/- 180 meters Scaled)
 SS1361
 SS1361                          SUPERSEDED SURVEY CONTROL
 SS1361
 SS1361.No superseded survey control is available for this station.
 SS1361
 SS1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT887598(NAD 83)
 SS1361_MARKER: I = METAL ROD
 SS1361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1361_SP_SET: STAINLESS STEEL ROD
 SS1361_STAMPING: B 535 1980
 SS1361_PROJECTION: FLUSH
 SS1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1361_ROD/PIPE-DEPTH: 7.3  meters
 SS1361
 SS1361  HISTORY     - Date     Condition        Report By
 SS1361  HISTORY     - 1980     MONUMENTED       NGS
 SS1361
 SS1361                          STATION DESCRIPTION
 SS1361
 SS1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1361'6.4 KM SE FROM GREAT FALLS.
 SS1361'4.8 KM (3 MI) SOUTHEAST ALONG HIGHWAY 87 FROM THE BY-PASS JUNCTION
 SS1361'OF U.S. HIGHWAYS 87 AND 89 AT THE SOUTHEAST EDGE OF GREAT FALLS THENCE
 SS1361'1.6 KM (1 MI) NORTH ALONG STATE HIGHWAY 228, 17.1 METERS (56.2 FT)
 SS1361'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 METER (4.0 FT) NORTH OF
 SS1361'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH
 SS1361'LOGO CAP.
 SS1361'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0630 ***********************************************************************
 RV0630  DESIGNATION -  B 536
 RV0630  PID         -  RV0630
 RV0630  STATE/COUNTY-  MT/WHEATLAND
 RV0630  USGS QUAD   -  OKA (1986)
 RV0630
 RV0630                         *CURRENT SURVEY CONTROL
 RV0630  ___________________________________________________________________
 RV0630* NAD 83(1986)-  46 33 52.     (N)    109 45 58.     (W)     SCALED    
 RV0630* NAVD 88     -      1418.386  (meters)    4653.49   (feet)  ADJUSTED  
 RV0630  ___________________________________________________________________
 RV0630  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 RV0630  DYNAMIC HT  -        1418.078 (meters)    4652.48  (feet)  COMP
 RV0630  MODELED GRAV-     980,347.0   (mgal)                       NAVD 88
 RV0630
 RV0630  VERT ORDER  -  FIRST     CLASS II
 RV0630
 RV0630.The horizontal coordinates were scaled from a topographic map and have
 RV0630.an estimated accuracy of +/- 6 seconds.
 RV0630
 RV0630.The orthometric height was determined by differential leveling
 RV0630.and adjusted by the National Geodetic Survey in June 1991..
 RV0630
 RV0630.The geoid height was determined by GEOID03.
 RV0630
 RV0630.The dynamic height is computed by dividing the NAVD 88
 RV0630.geopotential number by the normal gravity value computed on the
 RV0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0630.degrees latitude (g = 980.6199 gals.).
 RV0630
 RV0630.The modeled gravity was interpolated from observed gravity values.
 RV0630
 RV0630;                    North         East    Units  Estimated Accuracy
 RV0630;SPC MT       -   257,220.      579,610.      MT  (+/- 180 meters Scaled)
 RV0630
 RV0630                          SUPERSEDED SURVEY CONTROL
 RV0630
 RV0630.No superseded survey control is available for this station.
 RV0630
 RV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS945575(NAD 83)
 RV0630_MARKER: I = METAL ROD
 RV0630_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RV0630+WITH SETTING: INFORMATION.
 RV0630_SP_SET: SHALLOW SET METAL ROD
 RV0630_STAMPING: B 536 1980
 RV0630_MARK LOGO: NGS   
 RV0630_PROJECTION: FLUSH
 RV0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0630_ROD/PIPE-DEPTH: 2.4  meters
 RV0630
 RV0630  HISTORY     - Date     Condition        Report By
 RV0630  HISTORY     - 1980     MONUMENTED       NGS
 RV0630
 RV0630                          STATION DESCRIPTION
 RV0630
 RV0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0630'12.8 KM (7.95 MI) SOUTH FROM JUDITH GAP.
 RV0630'12.8 KM (7.95 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE
 RV0630'IN JUDITH GAP, 0.2 KM (0.15 MI) NORTH OF MILEPOST 10, 0.2 KM (0.15
 RV0630'MI) NORTH OF A SMALL BRIDGE, 31.6 METERS (103.6 FT) WEST OF THE
 RV0630'CENTERLINE OF THE HIGHWAY, 5.2 METERS (17.0 FT) WEST OF A UTILITY
 RV0630'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RV0630'REFUSAL WAS REACHED AT 8.0 FT.
 RV0630'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 RV0630'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0667 ***********************************************************************
 RV0667  DESIGNATION -  B 537
 RV0667  PID         -  RV0667
 RV0667  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0667  USGS QUAD   -  LAVINA (1979)
 RV0667
 RV0667                         *CURRENT SURVEY CONTROL
 RV0667  ___________________________________________________________________
 RV0667* NAD 83(1986)-  46 18 30.     (N)    108 57 34.     (W)     SCALED    
 RV0667* NAVD 88     -      1067.185  (meters)    3501.26   (feet)  ADJUSTED  
 RV0667  ___________________________________________________________________
 RV0667  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 RV0667  DYNAMIC HT  -        1067.010 (meters)    3500.68  (feet)  COMP
 RV0667  MODELED GRAV-     980,414.2   (mgal)                       NAVD 88
 RV0667
 RV0667  VERT ORDER  -  FIRST     CLASS II
 RV0667
 RV0667.The horizontal coordinates were scaled from a topographic map and have
 RV0667.an estimated accuracy of +/- 6 seconds.
 RV0667
 RV0667.The orthometric height was determined by differential leveling
 RV0667.and adjusted by the National Geodetic Survey in June 1991..
 RV0667
 RV0667.The geoid height was determined by GEOID03.
 RV0667
 RV0667.The dynamic height is computed by dividing the NAVD 88
 RV0667.geopotential number by the normal gravity value computed on the
 RV0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0667.degrees latitude (g = 980.6199 gals.).
 RV0667
 RV0667.The modeled gravity was interpolated from observed gravity values.
 RV0667
 RV0667;                    North         East    Units  Estimated Accuracy
 RV0667;SPC MT       -   228,880.      641,620.      MT  (+/- 180 meters Scaled)
 RV0667
 RV0667                          SUPERSEDED SURVEY CONTROL
 RV0667
 RV0667.No superseded survey control is available for this station.
 RV0667
 RV0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS571303(NAD 83)
 RV0667_MARKER: I = METAL ROD
 RV0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0667_SP_SET: STAINLESS STEEL ROD
 RV0667_STAMPING: B 537 1980
 RV0667_MARK LOGO: NGS   
 RV0667_PROJECTION: FLUSH
 RV0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0667_ROD/PIPE-DEPTH: 5.5  meters
 RV0667
 RV0667  HISTORY     - Date     Condition        Report By
 RV0667  HISTORY     - 1980     MONUMENTED       NGS
 RV0667
 RV0667                          STATION DESCRIPTION
 RV0667
 RV0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0667'3.1 KM (1.9 MI) NW FROM LAVINA.
 RV0667'1.4 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 RV0667'LAVINA, THENCE 1.7 KM (1.05 MI) WEST ALONG U.S. HIGHWAY 12, 1.0 KM
 RV0667'(0.6 MI) EAST OF A BRIDGE, 24.4 METERS (80.0 FT) NORTH AND ACROSS THE
 RV0667'HIGHWAY FROM MILEPOST 145 AND 17.8 METERS (58.3 FT) NORTH OF THE
 RV0667'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 RV0667'A 5-INCH LOGO CAP.
 RV0667'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 RV0667'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0368 ***********************************************************************
 QW0368  DESIGNATION -  B 538
 QW0368  PID         -  QW0368
 QW0368  STATE/COUNTY-  MT/YELLOWSTONE
 QW0368  USGS QUAD   -  ROCK SPRING (1956)
 QW0368
 QW0368                         *CURRENT SURVEY CONTROL
 QW0368  ___________________________________________________________________
 QW0368* NAD 83(1986)-  45 59 27.     (N)    108 52 54.     (W)     SCALED    
 QW0368* NAVD 88     -      1198.162  (meters)    3930.97   (feet)  ADJUSTED  
 QW0368  ___________________________________________________________________
 QW0368  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 QW0368  DYNAMIC HT  -        1197.902 (meters)    3930.12  (feet)  COMP
 QW0368  MODELED GRAV-     980,356.0   (mgal)                       NAVD 88
 QW0368
 QW0368  VERT ORDER  -  FIRST     CLASS II
 QW0368
 QW0368.The horizontal coordinates were scaled from a topographic map and have
 QW0368.an estimated accuracy of +/- 6 seconds.
 QW0368
 QW0368.The orthometric height was determined by differential leveling
 QW0368.and adjusted by the National Geodetic Survey in June 1991..
 QW0368
 QW0368.The geoid height was determined by GEOID03.
 QW0368
 QW0368.The dynamic height is computed by dividing the NAVD 88
 QW0368.geopotential number by the normal gravity value computed on the
 QW0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0368.degrees latitude (g = 980.6199 gals.).
 QW0368
 QW0368.The modeled gravity was interpolated from observed gravity values.
 QW0368
 QW0368;                    North         East    Units  Estimated Accuracy
 QW0368;SPC MT       -   193,650.      647,880.      MT  (+/- 180 meters Scaled)
 QW0368
 QW0368                          SUPERSEDED SURVEY CONTROL
 QW0368
 QW0368.No superseded survey control is available for this station.
 QW0368
 QW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR640952(NAD 83)
 QW0368_MARKER: I = METAL ROD
 QW0368_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0368+WITH SETTING: INFORMATION.
 QW0368_SP_SET: SHALLOW SET METAL ROD
 QW0368_STAMPING: B 538 1980
 QW0368_MARK LOGO: NGS   
 QW0368_PROJECTION: FLUSH
 QW0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0368_ROD/PIPE-DEPTH: 1.2  meters
 QW0368
 QW0368  HISTORY     - Date     Condition        Report By
 QW0368  HISTORY     - 1980     MONUMENTED       NGS
 QW0368
 QW0368                          STATION DESCRIPTION
 QW0368
 QW0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0368'13.4 KM (8.3 MI) SOUTH FROM BROADVIEW.
 QW0368'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 QW0368'BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532, THENCE
 QW0368'11.9 KM (7.4 MI) SOUTH ALONG COUNTY ROAD 532, 0.6 KM (0.4 MI) SOUTH
 QW0368'OF A ROAD LEADING SOUTHEAST TO A RANCH HOUSE, 0.2 KM (0.15 MI) NORTH
 QW0368'OF A CROSSROAD, 19.5 METERS (64.0 FT) SOUTH OF A UTILITY POLE, 9.8
 QW0368'METERS (32.1 FT) WEST OF THE CENTER OF THE ROAD AND 2.9 METERS (9.5
 QW0368'FT) NORTH OF A GATE POST.  NOTE=REFUSAL WAS REACHED AT 1.2 METERS
 QW0368'(4.0 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0368'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 QW0368'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0392 ***********************************************************************
 QW0392  DESIGNATION -  B 539
 QW0392  PID         -  QW0392
 QW0392  STATE/COUNTY-  MT/YELLOWSTONE
 QW0392  USGS QUAD   -  LAUREL (1969)
 QW0392
 QW0392                         *CURRENT SURVEY CONTROL
 QW0392  ___________________________________________________________________
 QW0392* NAD 83(1986)-  45 39 39.     (N)    108 46 55.     (W)     SCALED    
 QW0392* NAVD 88     -      1009.216  (meters)    3311.07   (feet)  ADJUSTED  
 QW0392  ___________________________________________________________________
 QW0392  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QW0392  DYNAMIC HT  -        1008.995 (meters)    3310.34  (feet)  COMP
 QW0392  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 QW0392
 QW0392  VERT ORDER  -  FIRST     CLASS II
 QW0392
 QW0392.The horizontal coordinates were scaled from a topographic map and have
 QW0392.an estimated accuracy of +/- 6 seconds.
 QW0392
 QW0392.The orthometric height was determined by differential leveling
 QW0392.and adjusted by the National Geodetic Survey in June 1991..
 QW0392
 QW0392.The geoid height was determined by GEOID03.
 QW0392
 QW0392.The dynamic height is computed by dividing the NAVD 88
 QW0392.geopotential number by the normal gravity value computed on the
 QW0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0392.degrees latitude (g = 980.6199 gals.).
 QW0392
 QW0392.The modeled gravity was interpolated from observed gravity values.
 QW0392
 QW0392;                    North         East    Units  Estimated Accuracy
 QW0392;SPC MT       -   157,050.      655,940.      MT  (+/- 180 meters Scaled)
 QW0392
 QW0392                          SUPERSEDED SURVEY CONTROL
 QW0392
 QW0392.No superseded survey control is available for this station.
 QW0392
 QW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR727587(NAD 83)
 QW0392_MARKER: DB = BENCH MARK DISK
 QW0392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0392_SP_SET: PIER OF AN OVERPASS
 QW0392_STAMPING: B 539 1980
 QW0392_MARK LOGO: NGS   
 QW0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0392
 QW0392  HISTORY     - Date     Condition        Report By
 QW0392  HISTORY     - 1980     MONUMENTED       NGS
 QW0392  HISTORY     - 1982     GOOD             NGS
 QW0392  HISTORY     - 1982     GOOD             NGS
 QW0392
 QW0392                          STATION DESCRIPTION
 QW0392
 QW0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0392'2.4 KM (1.55 MI) SW FROM LAUREL.
 QW0392'1.4 KM (0.9 MI) SOUTH ALONG COUNTY ROAD 532 AND U.S. HIGHWAY 310 FROM
 QW0392'THE POST OFFICE IN LAUREL, THENCE 1.0 KM (0.65 MI) SOUTHWEST ALONG
 QW0392'INTERSTATE HIGHWAY 90 AT THE NORTHWEST PIER IN THE NORTHWEST FACE OF
 QW0392'1 OF 2 PIERS OF AN OVERPASS CROSSING INTERSTATE HIGHWAY 90, AND 9.1
 QW0392'METERS (29.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QW0392'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 QW0392
 QW0392                          STATION RECOVERY (1982)
 QW0392
 QW0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0392'RECOVERED IN GOOD CONDITION.
 QW0392
 QW0392                          STATION RECOVERY (1982)
 QW0392
 QW0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0003 ***********************************************************************
 TM0003  DESIGNATION -  B 54
 TM0003  PID         -  TM0003
 TM0003  STATE/COUNTY-  MT/GLACIER
 TM0003  USGS QUAD   -  GUNSIGHT (1966)
 TM0003
 TM0003                         *CURRENT SURVEY CONTROL
 TM0003  ___________________________________________________________________
 TM0003* NAD 83(1986)-  48 38 16.     (N)    112 24 44.     (W)     SCALED    
 TM0003* NAVD 88     -      1173.663  (meters)    3850.59   (feet)  ADJUSTED  
 TM0003  ___________________________________________________________________
 TM0003  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0003  DYNAMIC HT  -        1173.693 (meters)    3850.69  (feet)  COMP
 TM0003  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 TM0003
 TM0003  VERT ORDER  -  FIRST     CLASS II
 TM0003
 TM0003.The horizontal coordinates were scaled from a topographic map and have
 TM0003.an estimated accuracy of +/- 6 seconds.
 TM0003
 TM0003.The orthometric height was determined by differential leveling
 TM0003.and adjusted by the National Geodetic Survey in June 1991..
 TM0003
 TM0003.The geoid height was determined by GEOID03.
 TM0003
 TM0003.The dynamic height is computed by dividing the NAVD 88
 TM0003.geopotential number by the normal gravity value computed on the
 TM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0003.degrees latitude (g = 980.6199 gals.).
 TM0003
 TM0003.The modeled gravity was interpolated from observed gravity values.
 TM0003
 TM0003;                    North         East    Units  Estimated Accuracy
 TM0003;SPC MT       -   491,580.      385,460.      MT  (+/- 180 meters Scaled)
 TM0003
 TM0003                          SUPERSEDED SURVEY CONTROL
 TM0003
 TM0003  NGVD 29 (??/??/92) 1172.569  (m)         3847.00   (f) ADJ UNCH    1 2
 TM0003
 TM0003.Superseded values are not recommended for survey control.
 TM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0003.See file dsdata.txt to determine how the superseded data were derived.
 TM0003
 TM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU959881(NAD 83)
 TM0003_MARKER: DB = BENCH MARK DISK
 TM0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0003_STAMPING: B 54 1933
 TM0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0003+STABILITY: SURFACE MOTION
 TM0003
 TM0003  HISTORY     - Date     Condition        Report By
 TM0003  HISTORY     - 1933     MONUMENTED       CGS
 TM0003  HISTORY     - 1967     POOR             USGS
 TM0003
 TM0003                          STATION DESCRIPTION
 TM0003
 TM0003'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TM0003'4.1 MI W FROM CUT BANK.
 TM0003'CUT BANK, 4.1 MI. W. OF RR STATION ALONG GREAT NORTHERN RR, OPPOSITE
 TM0003'MP 1094, 60 FEET SOUTH OF SOUTH TRACK CENTERLINE, 1 FOOT NORTH OF
 TM0003'SOUTH ROW FENCE, 260 FEET W. FROM FENCE LINE SOUTH, STANDARD DISK
 TM0003'STAMPED B 54 1933, AND SET IN TOP OF CONCRETE POST.  NOTE-- IT IS IN
 TM0003'POOR CONDITION.  SETS FIRMLY IN THE GROUND, BUT PRYING WITH A SHOVEL
 TM0003'MOVES THE POST, SO IT PROBABLY IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0528 ***********************************************************************
 TJ0528  FBN         -  This is a Federal Base Network Control Station.
 TJ0528  DESIGNATION -  B 540
 TJ0528  PID         -  TJ0528
 TJ0528  STATE/COUNTY-  MT/VALLEY
 TJ0528  USGS QUAD   -  GLASGOW (1978)
 TJ0528
 TJ0528                         *CURRENT SURVEY CONTROL
 TJ0528  ___________________________________________________________________
 TJ0528* NAD 83(1999)-  48 12 26.95642(N)    106 37 37.59900(W)     ADJUSTED  
 TJ0528* NAVD 88     -       692.408  (meters)    2271.68   (feet)  ADJUSTED  
 TJ0528  ___________________________________________________________________
 TJ0528  X           -  -1,218,676.430 (meters)                     COMP
 TJ0528  Y           -  -4,080,914.817 (meters)                     COMP
 TJ0528  Z           -   4,732,786.465 (meters)                     COMP
 TJ0528  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 TJ0528  ELLIP HEIGHT-         675.54  (meters)          (10/12/00) GPS OBS
 TJ0528  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0528  DYNAMIC HT  -         692.493 (meters)    2271.95  (feet)  COMP
 TJ0528  MODELED GRAV-     980,710.7   (mgal)                       NAVD 88
 TJ0528
 TJ0528  HORZ ORDER  -  A
 TJ0528  VERT ORDER  -  FIRST     CLASS II
 TJ0528  ELLP ORDER  -  THIRD     CLASS I
 TJ0528
 TJ0528.This mark is at Glasgow Intl Airport (GGW)
 TJ0528
 TJ0528.The horizontal coordinates were established by GPS observations
 TJ0528.and adjusted by the National Geodetic Survey in October 2000..
 TJ0528.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TJ0528.DATUM ITEM on the data sheet items page.
 TJ0528
 TJ0528.The orthometric height was determined by differential leveling
 TJ0528.and adjusted by the National Geodetic Survey in June 1991..
 TJ0528
 TJ0528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0528
 TJ0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0528
 TJ0528.The ellipsoidal height was determined by GPS observations
 TJ0528.and is referenced to NAD 83.
 TJ0528
 TJ0528.The geoid height was determined by GEOID03.
 TJ0528
 TJ0528.The dynamic height is computed by dividing the NAVD 88
 TJ0528.geopotential number by the normal gravity value computed on the
 TJ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0528.degrees latitude (g = 980.6199 gals.).
 TJ0528
 TJ0528.The modeled gravity was interpolated from observed gravity values.
 TJ0528
 TJ0528;                    North         East     Units Scale Factor Converg.
 TJ0528;SPC MT       -   443,671.190   813,398.365   MT  0.99961097   +2 06 05.5
 TJ0528;SPC MT       - 1,455,614.14  2,668,629.81   iFT  0.99961097   +2 06 05.5
 TJ0528;UTM  13      - 5,340,641.972   379,114.137   MT  0.99977956   -1 12 47.7
 TJ0528
 TJ0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0528!SPC MT       -   0.99989414  x   0.99961097  =   0.99950515
 TJ0528!UTM  13      -   0.99989414  x   0.99977956  =   0.99967372
 TJ0528
 TJ0528                          SUPERSEDED SURVEY CONTROL
 TJ0528
 TJ0528  NAD 83(1992)-  48 12 26.95538(N)    106 37 37.59834(W) AD(       ) B
 TJ0528  NAVD 88 (10/12/00)  692.41   (m)         2271.7    (f) LEVELING    3  
 TJ0528
 TJ0528.Superseded values are not recommended for survey control.
 TJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0528.See file dsdata.txt to determine how the superseded data were derived.
 TJ0528
 TJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP7911440642(NAD 83)
 TJ0528_MARKER: F = FLANGE-ENCASED ROD
 TJ0528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0528_SP_SET: STAINLESS STEEL ROD
 TJ0528_STAMPING: B 540 1980
 TJ0528_MARK LOGO: NGS   
 TJ0528_PROJECTION: FLUSH
 TJ0528_MAGNETIC: I = MARKER IS A STEEL ROD
 TJ0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0528+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 TJ0528_ROD/PIPE-DEPTH: 7.3  meters
 TJ0528
 TJ0528  HISTORY     - Date     Condition        Report By
 TJ0528  HISTORY     - 1980     MONUMENTED       NGS
 TJ0528  HISTORY     - 19990623 GOOD             NGS
 TJ0528  HISTORY     - 20010613 GOOD             NGS
 TJ0528
 TJ0528                          STATION DESCRIPTION
 TJ0528
 TJ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0528'IN GLASGOW.
 TJ0528'IN GLASGOW, AT THE MAIN ENTRANCE TO THE GLASGOW MUNICIPAL AIRPORT,
 TJ0528'19.3 METERS (63.3 FT) NORTHEAST OF THE CENTERLINE OF A PAVED ROAD,
 TJ0528'10.7 METERS (35.0 FT) NORTHWEST OF THE CENTER OF THE AIRPORT ENTRANCE,
 TJ0528'1.1 METERS (3.6 FT) NORTH-NORTHWEST OF A UTILITY POLE AND 0.9 METER
 TJ0528'(3.0 FT) NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DISK IS
 TJ0528'THROUGH A 5-INCH LOGO CAP.
 TJ0528'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 TJ0528'THE MARK IS 0.9 M BELOW THE ROAD.
 TJ0528
 TJ0528                          STATION RECOVERY (1999)
 TJ0528
 TJ0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 TJ0528'THE STATION IS LOCATED ON THE NORTH SIDE OF AIRPORT ROAD IN GLASGOW,
 TJ0528'AT A ROAD JUNCTION LEADING NORTH TO AIRPORT PROPERTY, ABOUT 0.16 KM
 TJ0528'(0.10 MI) WEST OF THE ENTRANCE TO THE NOAA NATIONAL WEATHER SERVICE
 TJ0528'COMPLEX AND 0.08 KM (0.05 MI) EAST OF THE ENTRANCE TO THE MONTANA
 TJ0528'NATIONAL GUARD BUILDING.  OWNERSHIP--CITY OF GLASGOW.  TO REACH THE
 TJ0528'STATION FROM THE JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY 42 ON THE
 TJ0528'WEST SIDE OF GLASGOW, GO NORTHWEST ON HIGHWAY 2 FOR 1.7 KM (1.05 MI)
 TJ0528'TO THE JUNCTION OF AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, NORTHEAST
 TJ0528'AND EASTERLY ON AIRPORT ROAD FOR 1.36 KM (0.85 MI) TO THE STATION ON
 TJ0528'THE LEFT, IN THE NORTHWEST ANGLE OF THE JUNCTION OF A PAVED ROAD
 TJ0528'LEADING NORTH.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS
 TJ0528'STEEL DATUM POINT CRIMPED TO THE TOP OF A STAINLESS STEEL ROD ENCASED
 TJ0528'IN A 13 CM PVC PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH
 TJ0528'WITH THE GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 TJ0528'HIGHWAY.  LOCATED 19.05 M (62.50 FT) NORTH OF THE CENTER OF AIRPORT
 TJ0528'ROAD, 10.36 M (33.99 FT) WEST OF THE CENTER OF THE PAVED ROAD, 5.94 M
 TJ0528'(19.49 FT) SOUTH OF THE SOUTHEAST CORNER POST OF A CHAIN LINK FENCE
 TJ0528'AROUND AIRPORT PROPERTY, 1.71 M (5.61 FT) EAST OF TELEPHONE CABLE
 TJ0528'JUNCTION BOX NUMBER 6-68, 0.9 M (3.0 FT) NORTHWEST OF A POWER POLE AND
 TJ0528'0.36 M (1.18 FT) SOUTH OF A METAL WITNESS POST.
 TJ0528
 TJ0528                          STATION RECOVERY (2001)
 TJ0528
 TJ0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 TJ0528'IN GLASGOW.
 TJ0528'IN GLASGOW, AT THE MAIN ENTRANCE TO THE GLASGOW MUNICIPAL
 TJ0528'AIRPORT,
 TJ0528'19.3 METERS (63.3 FT) NORTHEAST OF THE CENTERLINE OF A PAVED ROAD,
 TJ0528'10.7 METERS (35.0 FT) NORTHWEST OF THE CENTER OF THE AIRPORT
 TJ0528'ENTRANCE,
 TJ0528'1.1 METERS (3.6 FT) NORTH-NORTHWEST OF A UTILITY POLE AND 0.9 METER
 TJ0528'(3.0 FT) NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DISK IS
 TJ0528'THROUGH A 5-INCH LOGO CAP.
 TJ0528'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 TJ0528'THE MARK IS 0.9 M BELOW THE ROAD.
 TJ0528'  K19990623G NGS
 TJ0528'CSM
 TJ0528'P0000RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 TJ0528'THE STATION IS LOCATED ON THE NORTH SIDE OF AIRPORT ROAD IN
 TJ0528'GLASGOW,
 TJ0528'AT A ROAD JUNCTION LEADING NORTH TO AIRPORT PROPERTY, ABOUT 0.16
 TJ0528'KM
 TJ0528'(0.10 MI) WEST OF THE ENTRANCE TO THE NOAA NATIONAL WEATHER
 TJ0528'SERVICE
 TJ0528'COMPLEX AND 0.08 KM (0.05 MI) EAST OF THE ENTRANCE TO THE MONTANA
 TJ0528'NATIONAL GUARD BUILDING.  OWNERSHIP--CITY OF GLASGOW.  TO REACH
 TJ0528'THE
 TJ0528'STATION FROM THE JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY 42
 TJ0528'ON THE
 TJ0528'WEST SIDE OF GLASGOW, GO NORTHWEST ON HIGHWAY 2 FOR 1.7 KM (1.05
 TJ0528'MI)
 TJ0528'TO THE JUNCTION OF AIRPORT ROAD ON THE RIGHT.  TURN RIGHT,
 TJ0528'NORTHEAST
 TJ0528'AND EASTERLY ON AIRPORT ROAD FOR 1.36 KM (0.85 MI) TO THE STATION ON
 TJ0528'THE LEFT, IN THE NORTHWEST ANGLE OF THE JUNCTION OF A PAVED ROAD
 TJ0528'LEADING NORTH.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 TJ0528'STAINLESS
 TJ0528'STEEL DATUM POINT CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 TJ0528'ENCASED
 TJ0528'IN A 13 CM PVC PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE
 TJ0528'FLUSH
 TJ0528'WITH THE GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 TJ0528'HIGHWAY.  LOCATED 19.05 M (62.50 FT) NORTH OF THE CENTER OF AIRPORT
 TJ0528'ROAD, 10.36 M (33.99 FT) WEST OF THE CENTER OF THE PAVED ROAD, 5.94 M
 TJ0528'(19.49 FT) SOUTH OF THE SOUTHEAST CORNER POST OF A CHAIN LINK FENCE
 TJ0528'AROUND AIRPORT PROPERTY, 1.71 M (5.61 FT) EAST OF TELEPHONE CABLE
 TJ0528'JUNCTION BOX NUMBER 6-68, 0.9 M (3.0 FT) NORTHWEST OF A POWER POLE
 TJ0528'AND
 TJ0528'0.36 M (1.18 FT) SOUTH OF A METAL WITNESS POST.
 TJ0528'  LN481226      W1063735      S27            AG M 692.408  M A88
 TJ0528'199106  11
 TJ0528'TRECOVERED AS DESCRIBED.
 TJ0528' 
 TJ0528' 
 TJ0528'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0514 ***********************************************************************
 TJ0514  DESIGNATION -  B 541
 TJ0514  PID         -  TJ0514
 TJ0514  STATE/COUNTY-  MT/VALLEY
 TJ0514  USGS QUAD   -  VANDALIA (1978)
 TJ0514
 TJ0514                         *CURRENT SURVEY CONTROL
 TJ0514  ___________________________________________________________________
 TJ0514* NAD 83(1986)-  48 22 09.     (N)    106 54 35.     (W)     SCALED    
 TJ0514* NAVD 88     -       648.376  (meters)    2127.21   (feet)  ADJUSTED  
 TJ0514  ___________________________________________________________________
 TJ0514  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TJ0514  DYNAMIC HT  -         648.457 (meters)    2127.48  (feet)  COMP
 TJ0514  MODELED GRAV-     980,714.4   (mgal)                       NAVD 88
 TJ0514
 TJ0514  VERT ORDER  -  FIRST     CLASS II
 TJ0514
 TJ0514.The horizontal coordinates were scaled from a topographic map and have
 TJ0514.an estimated accuracy of +/- 6 seconds.
 TJ0514
 TJ0514.The orthometric height was determined by differential leveling
 TJ0514.and adjusted by the National Geodetic Survey in June 1991..
 TJ0514
 TJ0514.The geoid height was determined by GEOID03.
 TJ0514
 TJ0514.The dynamic height is computed by dividing the NAVD 88
 TJ0514.geopotential number by the normal gravity value computed on the
 TJ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0514.degrees latitude (g = 980.6199 gals.).
 TJ0514
 TJ0514.The modeled gravity was interpolated from observed gravity values.
 TJ0514
 TJ0514;                    North         East    Units  Estimated Accuracy
 TJ0514;SPC MT       -   460,900.      791,820.      MT  (+/- 180 meters Scaled)
 TJ0514
 TJ0514                          SUPERSEDED SURVEY CONTROL
 TJ0514
 TJ0514.No superseded survey control is available for this station.
 TJ0514
 TJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP585590(NAD 83)
 TJ0514_MARKER: I = METAL ROD
 TJ0514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0514_SP_SET: STAINLESS STEEL ROD
 TJ0514_STAMPING: B 541 1980
 TJ0514_MARK LOGO: NGS   
 TJ0514_PROJECTION: FLUSH
 TJ0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0514_ROD/PIPE-DEPTH: 7.3  meters
 TJ0514
 TJ0514  HISTORY     - Date     Condition        Report By
 TJ0514  HISTORY     - 1980     MONUMENTED       NGS
 TJ0514
 TJ0514                          STATION DESCRIPTION
 TJ0514
 TJ0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0514'16.7 KM (10.4 MI) EAST FROM HINSDALE.
 TJ0514'13.8 KM (8.6 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TJ0514'IN HINSDALE, THENCE 2.9 KM (1.8 MI) SOUTH ALONG A GRAVELED ROAD, 13.0
 TJ0514'METERS (42.5 FT) NORTHEAST OF THE CENTER OF THE ROAD, AND 0.3 METERS
 TJ0514'(1.1 FT) SOUTH OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 TJ0514'A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 24.0 FT.
 TJ0514'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TJ0514'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0414 ***********************************************************************
 TH0414  DESIGNATION -  B 542
 TH0414  PID         -  TH0414
 TH0414  STATE/COUNTY-  MT/ROOSEVELT
 TH0414  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0414
 TH0414                         *CURRENT SURVEY CONTROL
 TH0414  ___________________________________________________________________
 TH0414* NAD 83(1986)-  48 04 13.     (N)    105 49 55.     (W)     SCALED    
 TH0414* NAVD 88     -       613.795  (meters)    2013.76   (feet)  ADJUSTED  
 TH0414  ___________________________________________________________________
 TH0414  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TH0414  DYNAMIC HT  -         613.864 (meters)    2013.99  (feet)  COMP
 TH0414  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 TH0414
 TH0414  VERT ORDER  -  FIRST     CLASS II
 TH0414
 TH0414.The horizontal coordinates were scaled from a topographic map and have
 TH0414.an estimated accuracy of +/- 6 seconds.
 TH0414
 TH0414.The orthometric height was determined by differential leveling
 TH0414.and adjusted by the National Geodetic Survey in June 1991..
 TH0414
 TH0414.The geoid height was determined by GEOID03.
 TH0414
 TH0414.The dynamic height is computed by dividing the NAVD 88
 TH0414.geopotential number by the normal gravity value computed on the
 TH0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0414.degrees latitude (g = 980.6199 gals.).
 TH0414
 TH0414.The modeled gravity was interpolated from observed gravity values.
 TH0414
 TH0414;                    North         East    Units  Estimated Accuracy
 TH0414;SPC MT       -   430,900.      873,140.      MT  (+/- 180 meters Scaled)
 TH0414
 TH0414                          SUPERSEDED SURVEY CONTROL
 TH0414
 TH0414.No superseded survey control is available for this station.
 TH0414
 TH0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP380244(NAD 83)
 TH0414_MARKER: I = METAL ROD
 TH0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0414_SP_SET: STAINLESS STEEL ROD
 TH0414_STAMPING: B 542 1980
 TH0414_MARK LOGO: NGS   
 TH0414_PROJECTION: FLUSH
 TH0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0414_ROD/PIPE-DEPTH: 7.3  meters
 TH0414
 TH0414  HISTORY     - Date     Condition        Report By
 TH0414  HISTORY     - 1980     MONUMENTED       NGS
 TH0414
 TH0414                          STATION DESCRIPTION
 TH0414
 TH0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0414'15.9 KM (9.85 MI) EAST FROM FRAZER.
 TH0414'15.9 KM (9.85 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 TH0414'IN FRAZER, 1.0 KM (0.65 MI) EAST OF MILE POST 581, 0.6 KM (0.35 MI)
 TH0414'EAST OF THE COUNTY LINE, OR, 14.9 KM (9.25 MI) WESTERLY ALONG U.S.
 TH0414'HIGHWAY 2 AND STATE HIGHWAY 13W IN WOLF POINT, 23.6 METERS (77.5 FT)
 TH0414'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.9 METERS (22.7 FT)
 TH0414'SOUTH-SOUTHEAST OF DOUBLE UTILITY POLE NUMBER 30-7.  NOTE=REFUSAL
 TH0414'WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TH0414'LOGO CAP.
 TH0414'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 TH0414'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0441 ***********************************************************************
 TH0441  DESIGNATION -  B 543
 TH0441  PID         -  TH0441
 TH0441  STATE/COUNTY-  MT/ROOSEVELT
 TH0441  USGS QUAD   -  NICKWALL (1972)
 TH0441
 TH0441                         *CURRENT SURVEY CONTROL
 TH0441  ___________________________________________________________________
 TH0441* NAD 83(1986)-  48 07 26.     (N)    105 16 50.     (W)     SCALED    
 TH0441* NAVD 88     -       599.244  (meters)    1966.02   (feet)  ADJUSTED  
 TH0441  ___________________________________________________________________
 TH0441  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 TH0441  DYNAMIC HT  -         599.320 (meters)    1966.27  (feet)  COMP
 TH0441  MODELED GRAV-     980,718.6   (mgal)                       NAVD 88
 TH0441
 TH0441  VERT ORDER  -  FIRST     CLASS II
 TH0441
 TH0441.The horizontal coordinates were scaled from a topographic map and have
 TH0441.an estimated accuracy of +/- 6 seconds.
 TH0441
 TH0441.The orthometric height was determined by differential leveling
 TH0441.and adjusted by the National Geodetic Survey in June 1991..
 TH0441
 TH0441.The geoid height was determined by GEOID03.
 TH0441
 TH0441.The dynamic height is computed by dividing the NAVD 88
 TH0441.geopotential number by the normal gravity value computed on the
 TH0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0441.degrees latitude (g = 980.6199 gals.).
 TH0441
 TH0441.The modeled gravity was interpolated from observed gravity values.
 TH0441
 TH0441;                    North         East    Units  Estimated Accuracy
 TH0441;SPC MT       -   438,920.      913,840.      MT  (+/- 180 meters Scaled)
 TH0441
 TH0441                          SUPERSEDED SURVEY CONTROL
 TH0441
 TH0441.No superseded survey control is available for this station.
 TH0441
 TH0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP791301(NAD 83)
 TH0441_MARKER: I = METAL ROD
 TH0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0441_SP_SET: STAINLESS STEEL ROD
 TH0441_STAMPING: B 543 1980
 TH0441_MARK LOGO: NGS   
 TH0441_PROJECTION: FLUSH
 TH0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0441_ROD/PIPE-DEPTH: 7.3  meters
 TH0441
 TH0441  HISTORY     - Date     Condition        Report By
 TH0441  HISTORY     - 1980     MONUMENTED       NGS
 TH0441
 TH0441                          STATION DESCRIPTION
 TH0441
 TH0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0441'6.8 KM (4.2 MI) WEST FROM POPLAR.
 TH0441'6.8 KM (4.2 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0441'TRIBAL HEADQUARTERS IN POPLAR, 33.3 METERS (109.3 FT) WEST OF MILE
 TH0441'POST 608, 27.9 METERS (91.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 TH0441'OF THE HIGHWAY, 18.7 METERS (61.5 FT) NORTH-NORTHEAST OF THE NEAR
 TH0441'RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 2.2 METERS (7.3 FT)
 TH0441'SOUTHEAST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 24.0 FT.
 TH0441'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0441'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TH0441'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0451 ***********************************************************************
 TH0451  DESIGNATION -  B 544
 TH0451  PID         -  TH0451
 TH0451  STATE/COUNTY-  MT/ROOSEVELT
 TH0451  USGS QUAD   -  POPLAR (1989)
 TH0451
 TH0451                         *CURRENT SURVEY CONTROL
 TH0451  ___________________________________________________________________
 TH0451* NAD 83(1986)-  48 06 54.     (N)    105 08 32.     (W)     SCALED    
 TH0451* NAVD 88     -       606.361  (meters)    1989.37   (feet)  ADJUSTED  
 TH0451  ___________________________________________________________________
 TH0451  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 TH0451  DYNAMIC HT  -         606.437 (meters)    1989.62  (feet)  COMP
 TH0451  MODELED GRAV-     980,716.2   (mgal)                       NAVD 88
 TH0451
 TH0451  VERT ORDER  -  FIRST     CLASS II
 TH0451
 TH0451.The horizontal coordinates were scaled from a topographic map and have
 TH0451.an estimated accuracy of +/- 6 seconds.
 TH0451
 TH0451.The orthometric height was determined by differential leveling
 TH0451.and adjusted by the National Geodetic Survey in June 1991..
 TH0451
 TH0451.The geoid height was determined by GEOID03.
 TH0451
 TH0451.The dynamic height is computed by dividing the NAVD 88
 TH0451.geopotential number by the normal gravity value computed on the
 TH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0451.degrees latitude (g = 980.6199 gals.).
 TH0451
 TH0451.The modeled gravity was interpolated from observed gravity values.
 TH0451
 TH0451;                    North         East    Units  Estimated Accuracy
 TH0451;SPC MT       -   438,500.      924,170.      MT  (+/- 180 meters Scaled)
 TH0451
 TH0451                          SUPERSEDED SURVEY CONTROL
 TH0451
 TH0451.No superseded survey control is available for this station.
 TH0451
 TH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP894290(NAD 83)
 TH0451_MARKER: I = METAL ROD
 TH0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0451_SP_SET: STAINLESS STEEL ROD
 TH0451_STAMPING: B 544 1980
 TH0451_MARK LOGO: NGS   
 TH0451_PROJECTION: FLUSH
 TH0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0451_ROD/PIPE-DEPTH: 7.3  meters
 TH0451
 TH0451  HISTORY     - Date     Condition        Report By
 TH0451  HISTORY     - 1980     MONUMENTED       NGS
 TH0451
 TH0451                          STATION DESCRIPTION
 TH0451
 TH0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0451'3.9 KM (2.4 MI) EAST FROM POPLAR.
 TH0451'3.9 KM (2.4 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0451'TRIBAL HEADQUARTERS IN POPLAR, 0.3 KM (0.2 MI) WEST OF A SIDE ROAD
 TH0451'LEADING NORTHEAST, 30.8 METERS (101.0 FT) EAST OF THE EAST END OF
 TH0451'A GUARD RAIL, AND 23.7 METERS (77.7 FT) NORTH-NORTHEAST OF THE
 TH0451'CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 24.0 FT.
 TH0451'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0451'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 TH0451'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0548 ***********************************************************************
 TH0548  DESIGNATION -  B 545
 TH0548  PID         -  TH0548
 TH0548  STATE/COUNTY-  MT/ROOSEVELT
 TH0548  USGS QUAD   -  MC CABE WEST (1983)
 TH0548
 TH0548                         *CURRENT SURVEY CONTROL
 TH0548  ___________________________________________________________________
 TH0548* NAD 83(1986)-  48 11 58.     (N)    104 29 53.     (W)     SCALED    
 TH0548* NAVD 88     -       714.990  (meters)    2345.76   (feet)  ADJUSTED  
 TH0548  ___________________________________________________________________
 TH0548  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 TH0548  DYNAMIC HT  -         715.083 (meters)    2346.07  (feet)  COMP
 TH0548  MODELED GRAV-     980,716.2   (mgal)                       NAVD 88
 TH0548
 TH0548  VERT ORDER  -  FIRST     CLASS II
 TH0548
 TH0548.The horizontal coordinates were scaled from a topographic map and have
 TH0548.an estimated accuracy of +/- 6 seconds.
 TH0548
 TH0548.The orthometric height was determined by differential leveling
 TH0548.and adjusted by the National Geodetic Survey in June 1991..
 TH0548
 TH0548.The geoid height was determined by GEOID03.
 TH0548
 TH0548.The dynamic height is computed by dividing the NAVD 88
 TH0548.geopotential number by the normal gravity value computed on the
 TH0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0548.degrees latitude (g = 980.6199 gals.).
 TH0548
 TH0548.The modeled gravity was interpolated from observed gravity values.
 TH0548
 TH0548;                    North         East    Units  Estimated Accuracy
 TH0548;SPC MT       -   450,730.      971,430.      MT  (+/- 180 meters Scaled)
 TH0548
 TH0548                          SUPERSEDED SURVEY CONTROL
 TH0548
 TH0548.No superseded survey control is available for this station.
 TH0548
 TH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP372385(NAD 83)
 TH0548_MARKER: DB = BENCH MARK DISK
 TH0548_SETTING: 66 = SET IN ROCK OUTCROP
 TH0548_SP_SET: ROCK OUTCROP
 TH0548_STAMPING: B 545 1980
 TH0548_MARK LOGO: NGS   
 TH0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TH0548+STABILITY: POSITION/ELEVATION WELL
 TH0548
 TH0548  HISTORY     - Date     Condition        Report By
 TH0548  HISTORY     - 1980     MONUMENTED       NGS
 TH0548
 TH0548                          STATION DESCRIPTION
 TH0548
 TH0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0548'5.8 KM (3.6 MI) NORTH FROM CULBERTSON.
 TH0548'5.8 KM (3.6 MI) NORTH ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 TH0548'U.S. HIGHWAY 2 AND STATE HIGHWAY 16 IN CULBERTSON, 0.1 KM (0.05 MI)
 TH0548'SOUTH OF MILE POST 85, IN A 7X4 FOOT EXPOSED AREA OF BEDROCK IN THE
 TH0548'MIDDLE OF THE TOP OF A CUT BANK, 18.9 METERS (62.0 FT) EAST OF THE
 TH0548'CENTERLINE OF THE HIGHWAY, AND 5.0 METERS (16.5 FT) WEST OF A
 TH0548'FENCE.
 TH0548'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TH0548'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0525 ***********************************************************************
 TH0525  DESIGNATION -  B 547
 TH0525  PID         -  TH0525
 TH0525  STATE/COUNTY-  MT/SHERIDAN
 TH0525  USGS QUAD   -  RESERVE (1988)
 TH0525
 TH0525                         *CURRENT SURVEY CONTROL
 TH0525  ___________________________________________________________________
 TH0525* NAD 83(1986)-  48 31 32.     (N)    104 27 59.     (W)     SCALED    
 TH0525* NAVD 88     -       602.584  (meters)    1976.98   (feet)  ADJUSTED  
 TH0525  ___________________________________________________________________
 TH0525  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TH0525  DYNAMIC HT  -         602.685 (meters)    1977.31  (feet)  COMP
 TH0525  MODELED GRAV-     980,758.7   (mgal)                       NAVD 88
 TH0525
 TH0525  VERT ORDER  -  FIRST     CLASS II
 TH0525
 TH0525.The horizontal coordinates were scaled from a topographic map and have
 TH0525.an estimated accuracy of +/- 6 seconds.
 TH0525
 TH0525.The orthometric height was determined by differential leveling
 TH0525.and adjusted by the National Geodetic Survey in June 1991..
 TH0525
 TH0525.The geoid height was determined by GEOID03.
 TH0525
 TH0525.The dynamic height is computed by dividing the NAVD 88
 TH0525.geopotential number by the normal gravity value computed on the
 TH0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0525.degrees latitude (g = 980.6199 gals.).
 TH0525
 TH0525.The modeled gravity was interpolated from observed gravity values.
 TH0525
 TH0525;                    North         East    Units  Estimated Accuracy
 TH0525;SPC MT       -   487,050.      971,450.      MT  (+/- 180 meters Scaled)
 TH0525
 TH0525                          SUPERSEDED SURVEY CONTROL
 TH0525
 TH0525.No superseded survey control is available for this station.
 TH0525
 TH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP393748(NAD 83)
 TH0525_MARKER: I = METAL ROD
 TH0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0525_SP_SET: STAINLESS STEEL ROD
 TH0525_STAMPING: B 547 1981
 TH0525_MARK LOGO: NGS   
 TH0525_PROJECTION: FLUSH
 TH0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0525_ROD/PIPE-DEPTH: 7.3  meters
 TH0525
 TH0525  HISTORY     - Date     Condition        Report By
 TH0525  HISTORY     - 1981     MONUMENTED       NGS
 TH0525
 TH0525                          STATION DESCRIPTION
 TH0525
 TH0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0525'4.3 KM (2.65 MI) NORTH FROM MEDICINE LAKE.
 TH0525'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0525'MEDICINE LAKE, THENCE 3.7 KM (2.3 MI) NORTHERLY ALONG STATE HIGHWAY
 TH0525'16, 0.2 KM (0.1 MI) NORTHEAST OF MILE POST 62, 23.2 METERS (76.0 FT)
 TH0525'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.6 METERS (21.5 FT)
 TH0525'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 5.0 METERS
 TH0525'(16.3 FT) NORTH-NORTHEAST OF A UTILITY POLE, AND 0.6 METER (2.0 FT)
 TH0525'NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TH0525'5-INCH LOGO CAP.
 TH0525'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 TH0525'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0500 ***********************************************************************
 TH0500  DESIGNATION -  B 548
 TH0500  PID         -  TH0500
 TH0500  STATE/COUNTY-  MT/SHERIDAN
 TH0500  USGS QUAD   -  PLENTYWOOD (1983)
 TH0500
 TH0500                         *CURRENT SURVEY CONTROL
 TH0500  ___________________________________________________________________
 TH0500* NAD 83(1986)-  48 51 07.     (N)    104 35 00.     (W)     SCALED    
 TH0500* NAVD 88     -       700.274  (meters)    2297.48   (feet)  ADJUSTED  
 TH0500  ___________________________________________________________________
 TH0500  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TH0500  DYNAMIC HT  -         700.398 (meters)    2297.89  (feet)  COMP
 TH0500  MODELED GRAV-     980,763.9   (mgal)                       NAVD 88
 TH0500
 TH0500  VERT ORDER  -  FIRST     CLASS II
 TH0500
 TH0500.The horizontal coordinates were scaled from a topographic map and have
 TH0500.an estimated accuracy of +/- 6 seconds.
 TH0500
 TH0500.The orthometric height was determined by differential leveling
 TH0500.and adjusted by the National Geodetic Survey in June 1991..
 TH0500
 TH0500.The geoid height was determined by GEOID03.
 TH0500
 TH0500.The dynamic height is computed by dividing the NAVD 88
 TH0500.geopotential number by the normal gravity value computed on the
 TH0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0500.degrees latitude (g = 980.6199 gals.).
 TH0500
 TH0500.The modeled gravity was interpolated from observed gravity values.
 TH0500
 TH0500;                    North         East    Units  Estimated Accuracy
 TH0500;SPC MT       -   522,720.      960,560.      MT  (+/- 180 meters Scaled)
 TH0500
 TH0500                          SUPERSEDED SURVEY CONTROL
 TH0500
 TH0500.No superseded survey control is available for this station.
 TH0500
 TH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ305110(NAD 83)
 TH0500_MARKER: I = METAL ROD
 TH0500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0500_SP_SET: STAINLESS STEEL ROD
 TH0500_STAMPING: B 548 1981
 TH0500_MARK LOGO: NGS   
 TH0500_PROJECTION: FLUSH
 TH0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0500_ROD/PIPE-DEPTH: 4.9  meters
 TH0500
 TH0500  HISTORY     - Date     Condition        Report By
 TH0500  HISTORY     - 1981     MONUMENTED       NGS
 TH0500
 TH0500                          STATION DESCRIPTION
 TH0500
 TH0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0500'9.5 KM (5.9 MI) NORTH FROM PLENTYWOOD.
 TH0500'9.5 KM (5.9 MI) NORTHERLY ALONG STATE HIGHWAY 16 FROM THE CITY HALL
 TH0500'IN PLENTYWOOD, AT A GRAVELED ROAD LEADING WEST, 23.6 METERS (77.5 FT)
 TH0500'WEST OF THE CENTERLINE OF THE HIGHWAY, 14.9 METERS (49.0 FT) SOUTH
 TH0500'OF THE CENTER OF THE ROAD, AND 0.9 METER (3.0 FT) NORTH OF A UTILITY
 TH0500'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0500'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TH0500'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0565 ***********************************************************************
 TH0565  DESIGNATION -  B 549
 TH0565  PID         -  TH0565
 TH0565  STATE/COUNTY-  MT/ROOSEVELT
 TH0565  USGS QUAD   -  BAINVILLE (1983)
 TH0565
 TH0565                         *CURRENT SURVEY CONTROL
 TH0565  ___________________________________________________________________
 TH0565* NAD 83(1986)-  48 08 49.     (N)    104 11 31.     (W)     SCALED    
 TH0565* NAVD 88     -       609.250  (meters)    1998.85   (feet)  ADJUSTED  
 TH0565  ___________________________________________________________________
 TH0565  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 TH0565  DYNAMIC HT  -         609.323 (meters)    1999.09  (feet)  COMP
 TH0565  MODELED GRAV-     980,711.2   (mgal)                       NAVD 88
 TH0565
 TH0565  VERT ORDER  -  FIRST     CLASS II
 TH0565
 TH0565.The horizontal coordinates were scaled from a topographic map and have
 TH0565.an estimated accuracy of +/- 6 seconds.
 TH0565
 TH0565.The orthometric height was determined by differential leveling
 TH0565.and adjusted by the National Geodetic Survey in June 1991..
 TH0565
 TH0565.The geoid height was determined by GEOID03.
 TH0565
 TH0565.The dynamic height is computed by dividing the NAVD 88
 TH0565.geopotential number by the normal gravity value computed on the
 TH0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0565.degrees latitude (g = 980.6199 gals.).
 TH0565
 TH0565.The modeled gravity was interpolated from observed gravity values.
 TH0565
 TH0565;                    North         East    Units  Estimated Accuracy
 TH0565;SPC MT       -   446,400.      994,530.      MT  (+/- 180 meters Scaled)
 TH0565
 TH0565                          SUPERSEDED SURVEY CONTROL
 TH0565
 TH0565.No superseded survey control is available for this station.
 TH0565
 TH0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP601329(NAD 83)
 TH0565_MARKER: I = METAL ROD
 TH0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0565_SP_SET: STAINLESS STEEL ROD
 TH0565_STAMPING: B 549 1981
 TH0565_MARK LOGO: NGS   
 TH0565_PROJECTION: FLUSH
 TH0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0565_ROD/PIPE-DEPTH: 7.3  meters
 TH0565
 TH0565  HISTORY     - Date     Condition        Report By
 TH0565  HISTORY     - 1981     MONUMENTED       NGS
 TH0565
 TH0565                          STATION DESCRIPTION
 TH0565
 TH0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0565'25.0 KM (15.5 MI) EAST FROM CULBERTSON.
 TH0565'25.0 KM (15.5 MI) EASTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0565'WITH STATE HIGHWAY 16 IN CULBERTSON, 30.5 METERS (100.0 FT) NORTH OF
 TH0565'THE CENTERLINE OF THE HIGHWAY, 5.3 METERS (17.5 FT) EAST OF THE CENTER
 TH0565'OF A FIELD ENTRANCE AND 0.3 METER (1.0 FT) SOUTH OF A WIRE FENCE.
 TH0565'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0565'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TH0565'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0007 ***********************************************************************
 SU0007  DESIGNATION -  B 55
 SU0007  PID         -  SU0007
 SU0007  STATE/COUNTY-  MT/LAKE
 SU0007  USGS QUAD   -  ELMO (1964)
 SU0007
 SU0007                         *CURRENT SURVEY CONTROL
 SU0007  ___________________________________________________________________
 SU0007* NAD 83(1986)-  47 52 15.     (N)    114 15 54.     (W)     SCALED    
 SU0007* NAVD 88     -       897.981  (meters)    2946.13   (feet)  ADJUSTED  
 SU0007  ___________________________________________________________________
 SU0007  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 SU0007  DYNAMIC HT  -         897.964 (meters)    2946.07  (feet)  COMP
 SU0007  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 SU0007
 SU0007  VERT ORDER  -  FIRST     CLASS II
 SU0007
 SU0007.The horizontal coordinates were scaled from a topographic map and have
 SU0007.an estimated accuracy of +/- 6 seconds.
 SU0007
 SU0007.The orthometric height was determined by differential leveling
 SU0007.and adjusted by the National Geodetic Survey in June 1991..
 SU0007
 SU0007.The geoid height was determined by GEOID03.
 SU0007
 SU0007.The dynamic height is computed by dividing the NAVD 88
 SU0007.geopotential number by the normal gravity value computed on the
 SU0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0007.degrees latitude (g = 980.6199 gals.).
 SU0007
 SU0007.The modeled gravity was interpolated from observed gravity values.
 SU0007
 SU0007;                    North         East    Units  Estimated Accuracy
 SU0007;SPC MT       -   413,180.      243,920.      MT  (+/- 180 meters Scaled)
 SU0007
 SU0007                          SUPERSEDED SURVEY CONTROL
 SU0007
 SU0007  NGVD 29 (??/??/92)  896.874  (m)         2942.49   (f) ADJ UNCH    1 2
 SU0007
 SU0007.Superseded values are not recommended for survey control.
 SU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0007.See file dsdata.txt to determine how the superseded data were derived.
 SU0007
 SU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP045055(NAD 83)
 SU0007_MARKER: DB = BENCH MARK DISK
 SU0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0007_STAMPING: B 55 1933
 SU0007_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0007+STABILITY: SURFACE MOTION
 SU0007
 SU0007  HISTORY     - Date     Condition        Report By
 SU0007  HISTORY     - 1933     MONUMENTED       CGS
 SU0007  HISTORY     - 1979     GOOD             NGS
 SU0007
 SU0007                          STATION DESCRIPTION
 SU0007
 SU0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0007'0.8 MI NE FROM DAYTON.
 SU0007'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 SU0007'DAYTON, LAKE COUNTY, AT THE BOTTOM OF THE FIRST PROMINENT DIP IN THE
 SU0007'HIGHWAY NORTHEAST OF THE TOWN, 67 FEET WEST OF A FENCE CORNER, 40 FEET
 SU0007'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF
 SU0007'POLES.  A STANDARD DISK, STAMPED B 55 1933 AND SET IN THE TOP OF A
 SU0007'CONCRETE POST.
 SU0007
 SU0007                          STATION RECOVERY (1979)
 SU0007
 SU0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0007'0.8 MILE NORTHEAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0007'DAYTON, AT THE NORTHEAST CORNER OF THE DAYTON REFUSE AREA, 76 FEET
 SU0007'EAST OF POWER POLE NUMBER 038642, 69 FEET NORTHWEST OF A FENCE LINE,
 SU0007'62 FEET WEST OF POWER POLE NUMBER 038643 AND 41 FEET SOUTH OF THE
 SU0007'CENTERLINE OF THE HIGHWAY. NOTE--THIS MARK IS IN THE PATH OF A
 SU0007'PROPOSED HIGHWAY AND WILL BE DESTROYED IN THE FUTURE.
 SU0007'THE MARK IS 1 FT  N FROM A WITNESS POST.
 SU0007'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1131 ***********************************************************************
 SU1131  DESIGNATION -  B 55 RESET
 SU1131  PID         -  SU1131
 SU1131  STATE/COUNTY-  MT/LAKE
 SU1131  USGS QUAD   -  ELMO (1964)
 SU1131
 SU1131                         *CURRENT SURVEY CONTROL
 SU1131  ___________________________________________________________________
 SU1131* NAD 83(1986)-  47 52 15.     (N)    114 15 54.     (W)     SCALED    
 SU1131* NAVD 88     -       899.12   (meters)    2949.9    (feet)  RESET     
 SU1131  ___________________________________________________________________
 SU1131  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 SU1131
 SU1131  VERT ORDER  -  THIRD
 SU1131
 SU1131.The horizontal coordinates were scaled from a topographic map and have
 SU1131.an estimated accuracy of +/- 6 seconds.
 SU1131
 SU1131.The orthometric height was computed from unverified reset data.
 SU1131.No vertical observational check was made to the station.
 SU1131
 SU1131.The geoid height was determined by GEOID03.
 SU1131
 SU1131;                    North         East    Units  Estimated Accuracy
 SU1131;SPC MT       -   413,180.      243,920.      MT  (+/- 180 meters Scaled)
 SU1131
 SU1131                          SUPERSEDED SURVEY CONTROL
 SU1131
 SU1131  NGVD 29 (03/30/06)  898.01   (m)         2946.2    (f) RESET       3  
 SU1131
 SU1131.Superseded values are not recommended for survey control.
 SU1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1131.See file dsdata.txt to determine how the superseded data were derived.
 SU1131
 SU1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP045055(NAD 83)
 SU1131_MARKER: DV = VERTICAL CONTROL DISK
 SU1131_SETTING: 66 = SET IN ROCK OUTCROP
 SU1131_SP_SET: ROCK OUTCROP
 SU1131_STAMPING: B 55 RESET 1986
 SU1131_MARK LOGO: NGS   
 SU1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 SU1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1131+STABILITY: POSITION/ELEVATION WELL
 SU1131
 SU1131  HISTORY     - Date     Condition        Report By
 SU1131  HISTORY     - 1986     MONUMENTED       NGS
 SU1131
 SU1131                          STATION DESCRIPTION
 SU1131
 SU1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 SU1131'1.28 KM (0.80 MI) NORTHEAST ALONG US HIGHWAY 93 FROM THE PUBLIC SCHOOL
 SU1131'AT DAYTON, IN A CIRCLE FORMED BY A CIRCULAR DRIVEWAY, 1.58 M
 SU1131'(5.18 FT) NORTHWEST OF A WITNESS POST, AND 2.44 M (8.01 FT) SOUTHEAST
 SU1131'OF THE NEW EAST RIGHT-OF-WAY OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0278 ***********************************************************************
 SP0278  DESIGNATION -  B 550
 SP0278  PID         -  SP0278
 SP0278  STATE/COUNTY-  MT/RICHLAND
 SP0278  USGS QUAD   -  KNIFE RIVER MINE (1974)
 SP0278
 SP0278                         *CURRENT SURVEY CONTROL
 SP0278  ___________________________________________________________________
 SP0278* NAD 83(1986)-  47 23 22.     (N)    104 24 23.     (W)     SCALED    
 SP0278* NAVD 88     -       636.948  (meters)    2089.72   (feet)  ADJUSTED  
 SP0278  ___________________________________________________________________
 SP0278  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 SP0278  DYNAMIC HT  -         636.992 (meters)    2089.86  (feet)  COMP
 SP0278  MODELED GRAV-     980,660.1   (mgal)                       NAVD 88
 SP0278
 SP0278  VERT ORDER  -  FIRST     CLASS II
 SP0278
 SP0278.The horizontal coordinates were scaled from a topographic map and have
 SP0278.an estimated accuracy of +/- 6 seconds.
 SP0278
 SP0278.The orthometric height was determined by differential leveling
 SP0278.and adjusted by the National Geodetic Survey in June 1991..
 SP0278
 SP0278.The geoid height was determined by GEOID03.
 SP0278
 SP0278.The dynamic height is computed by dividing the NAVD 88
 SP0278.geopotential number by the normal gravity value computed on the
 SP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0278.degrees latitude (g = 980.6199 gals.).
 SP0278
 SP0278.The modeled gravity was interpolated from observed gravity values.
 SP0278
 SP0278;                    North         East    Units  Estimated Accuracy
 SP0278;SPC MT       -   361,340.      984,080.      MT  (+/- 180 meters Scaled)
 SP0278
 SP0278                          SUPERSEDED SURVEY CONTROL
 SP0278
 SP0278.No superseded survey control is available for this station.
 SP0278
 SP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN448486(NAD 83)
 SP0278_MARKER: I = METAL ROD
 SP0278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0278_SP_SET: STAINLESS STEEL ROD
 SP0278_STAMPING: B 550 1981
 SP0278_MARK LOGO: NGS   
 SP0278_PROJECTION: FLUSH
 SP0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0278_ROD/PIPE-DEPTH: 3.7  meters
 SP0278
 SP0278  HISTORY     - Date     Condition        Report By
 SP0278  HISTORY     - 1981     MONUMENTED       NGS
 SP0278
 SP0278                          STATION DESCRIPTION
 SP0278
 SP0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0278'9.1 KM (5.65 MI) SW FROM SAVAGE.
 SP0278'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0278'SAVAGE, THENCE 8.7 KM (5.4 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 16,
 SP0278'24.1 METERS (79.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.1
 SP0278'METERS (66.0 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING
 SP0278'NORTHWEST, 3.4 METERS (11.0 FT) SOUTHWEST OF A FENCE CORNER, AND 0.3
 SP0278'METER (1.0 FT) SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT
 SP0278'IS THROUGH A 5-INCH LOGO CAP.
 SP0278'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 SP0278'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0254 ***********************************************************************
 SP0254  DESIGNATION -  B 551
 SP0254  PID         -  SP0254
 SP0254  STATE/COUNTY-  MT/DAWSON
 SP0254  USGS QUAD   -  STIPEK (1967)
 SP0254
 SP0254                         *CURRENT SURVEY CONTROL
 SP0254  ___________________________________________________________________
 SP0254* NAD 83(1986)-  47 07 49.     (N)    104 43 26.     (W)     SCALED    
 SP0254* NAVD 88     -       635.256  (meters)    2084.17   (feet)  ADJUSTED  
 SP0254  ___________________________________________________________________
 SP0254  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 SP0254  DYNAMIC HT  -         635.275 (meters)    2084.23  (feet)  COMP
 SP0254  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 SP0254
 SP0254  VERT ORDER  -  FIRST     CLASS II
 SP0254
 SP0254.The horizontal coordinates were scaled from a topographic map and have
 SP0254.an estimated accuracy of +/- 6 seconds.
 SP0254
 SP0254.The orthometric height was determined by differential leveling
 SP0254.and adjusted by the National Geodetic Survey in June 1991..
 SP0254
 SP0254.The geoid height was determined by GEOID03.
 SP0254
 SP0254.The dynamic height is computed by dividing the NAVD 88
 SP0254.geopotential number by the normal gravity value computed on the
 SP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0254.degrees latitude (g = 980.6199 gals.).
 SP0254
 SP0254.The modeled gravity was interpolated from observed gravity values.
 SP0254
 SP0254;                    North         East    Units  Estimated Accuracy
 SP0254;SPC MT       -   331,090.      961,920.      MT  (+/- 180 meters Scaled)
 SP0254
 SP0254                          SUPERSEDED SURVEY CONTROL
 SP0254
 SP0254.No superseded survey control is available for this station.
 SP0254
 SP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN209196(NAD 83)
 SP0254_MARKER: DB = BENCH MARK DISK
 SP0254_SETTING: 66 = SET IN ROCK OUTCROP
 SP0254_SP_SET: ROCK OUTCROP
 SP0254_STAMPING: B 551 1981
 SP0254_MARK LOGO: NGS   
 SP0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SP0254+STABILITY: POSITION/ELEVATION WELL
 SP0254
 SP0254  HISTORY     - Date     Condition        Report By
 SP0254  HISTORY     - 1981     MONUMENTED       NGS
 SP0254
 SP0254                          STATION DESCRIPTION
 SP0254
 SP0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0254'4.7 KM (2.9 MI) NORTH FROM GLENDIVE.
 SP0254'0.2 KM (0.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 10 FROM THE BURLINGTON
 SP0254'NORTHERN RAILROAD STATION IN GLENDIVE, THENCE 1.8 KM (1.1 MI) WEST
 SP0254'ALONG U.S. HIGHWAY 10 AND STATE HIGHWAYS 16 AND 20, THENCE 2.9 KM (1.8
 SP0254'MI) NORTHEASTERLY ALONG STATE HIGHWAY 16, IN TOP OF A 2 BY 10 FT
 SP0254'EXPOSED AREA OF BEDROCK AT THE APPROXIMATE CENTER OF A HIGHWAY CUT AND
 SP0254'15.5 METERS (51.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 SP0254'THE MARK IS 0.2 METERS  NNW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0366 ***********************************************************************
 RT0366  DESIGNATION -  B 552
 RT0366  PID         -  RT0366
 RT0366  STATE/COUNTY-  MT/CUSTER
 RT0366  USGS QUAD   -  MILES CITY (1980)
 RT0366
 RT0366                         *CURRENT SURVEY CONTROL
 RT0366  ___________________________________________________________________
 RT0366* NAD 83(1986)-  46 25 58.     (N)    105 48 40.     (W)     SCALED    
 RT0366* NAVD 88     -       714.996  (meters)    2345.78   (feet)  ADJUSTED  
 RT0366  ___________________________________________________________________
 RT0366  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 RT0366  DYNAMIC HT  -         714.950 (meters)    2345.63  (feet)  COMP
 RT0366  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 RT0366
 RT0366  VERT ORDER  -  FIRST     CLASS II
 RT0366
 RT0366.The horizontal coordinates were scaled from a topographic map and have
 RT0366.an estimated accuracy of +/- 6 seconds.
 RT0366
 RT0366.The orthometric height was determined by differential leveling
 RT0366.and adjusted by the National Geodetic Survey in June 1991..
 RT0366
 RT0366.The geoid height was determined by GEOID03.
 RT0366
 RT0366.The dynamic height is computed by dividing the NAVD 88
 RT0366.geopotential number by the normal gravity value computed on the
 RT0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0366.degrees latitude (g = 980.6199 gals.).
 RT0366
 RT0366.The modeled gravity was interpolated from observed gravity values.
 RT0366
 RT0366;                    North         East    Units  Estimated Accuracy
 RT0366;SPC MT       -   249,230.      883,260.      MT  (+/- 180 meters Scaled)
 RT0366
 RT0366                          SUPERSEDED SURVEY CONTROL
 RT0366
 RT0366.No superseded survey control is available for this station.
 RT0366
 RT0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM376424(NAD 83)
 RT0366_MARKER: I = METAL ROD
 RT0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0366_SP_SET: STAINLESS STEEL ROD
 RT0366_STAMPING: B 552 1981
 RT0366_MARK LOGO: NGS   
 RT0366_PROJECTION: FLUSH
 RT0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0366_ROD/PIPE-DEPTH: 8.5  meters
 RT0366
 RT0366  HISTORY     - Date     Condition        Report By
 RT0366  HISTORY     - 1981     MONUMENTED       NGS
 RT0366
 RT0366                          STATION DESCRIPTION
 RT0366
 RT0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0366'4.3 KM (2.65 MI) NE FROM MILES CITY.
 RT0366'4.3 KM (2.65 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0366'FROM THE RAILROAD STATION IN MILES CITY, 29.0 METERS (95.0 FT)
 RT0366'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 10, 16.9 METERS (55.6 FT)
 RT0366'SOUTHEAST OF THE NEAR RAIL AND 2.0 METERS (6.5 FT) SOUTHWEST OF A
 RT0366'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RT0366'CAP.
 RT0366'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RT0366'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0394 ***********************************************************************
 QW0394  DESIGNATION -  B 553
 QW0394  PID         -  QW0394
 QW0394  STATE/COUNTY-  MT/YELLOWSTONE
 QW0394  USGS QUAD   -  MOSSMAIN (1969)
 QW0394
 QW0394                         *CURRENT SURVEY CONTROL
 QW0394  ___________________________________________________________________
 QW0394* NAD 83(1986)-  45 40 35.     (N)    108 44 31.     (W)     SCALED    
 QW0394* NAVD 88     -       999.434  (meters)    3278.98   (feet)  ADJUSTED  
 QW0394  ___________________________________________________________________
 QW0394  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 QW0394  DYNAMIC HT  -         999.215 (meters)    3278.26  (feet)  COMP
 QW0394  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 QW0394
 QW0394  VERT ORDER  -  FIRST     CLASS II
 QW0394
 QW0394.The horizontal coordinates were scaled from a topographic map and have
 QW0394.an estimated accuracy of +/- 6 seconds.
 QW0394
 QW0394.The orthometric height was determined by differential leveling
 QW0394.and adjusted by the National Geodetic Survey in June 1991..
 QW0394
 QW0394.The geoid height was determined by GEOID03.
 QW0394
 QW0394.The dynamic height is computed by dividing the NAVD 88
 QW0394.geopotential number by the normal gravity value computed on the
 QW0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0394.degrees latitude (g = 980.6199 gals.).
 QW0394
 QW0394.The modeled gravity was interpolated from observed gravity values.
 QW0394
 QW0394;                    North         East    Units  Estimated Accuracy
 QW0394;SPC MT       -   158,810.      659,040.      MT  (+/- 180 meters Scaled)
 QW0394
 QW0394                          SUPERSEDED SURVEY CONTROL
 QW0394
 QW0394.No superseded survey control is available for this station.
 QW0394
 QW0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR758605(NAD 83)
 QW0394_MARKER: I = METAL ROD
 QW0394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0394_SP_SET: STAINLESS STEEL ROD
 QW0394_STAMPING: B 553 1981
 QW0394_MARK LOGO: NGS   
 QW0394_PROJECTION: FLUSH
 QW0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0394_ROD/PIPE-DEPTH: 7.3  meters
 QW0394
 QW0394  HISTORY     - Date     Condition        Report By
 QW0394  HISTORY     - 1981     MONUMENTED       NGS
 QW0394
 QW0394                          STATION DESCRIPTION
 QW0394
 QW0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0394'2.1 KM (1.3 MI) NE FROM LAUREL.
 QW0394'2.1 KM (1.3 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0394'FROM THE RAILROAD STATION IN LAUREL, 0.6 KM (0.35 MI) NORTHEAST OF
 QW0394'HIGHWAY MILE POST 56, 9.5 METERS (31.3 FT) SOUTHEAST OF THE CENTERLINE
 QW0394'OF INTERSTATE HIGHWAY 90 BUSINESS (E MAIN STREET), 3.5 METERS (11.5
 QW0394'FT) NORTHWEST OF THE NEAR RAIL, AND 1.4 METERS (4.5 FT) WEST OF A
 QW0394'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QW0394'CAP.
 QW0394'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 QW0394'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0414 ***********************************************************************
 RU0414  DESIGNATION -  B 554
 RU0414  PID         -  RU0414
 RU0414  STATE/COUNTY-  MT/YELLOWSTONE
 RU0414  USGS QUAD   -  WACO (1980)
 RU0414
 RU0414                         *CURRENT SURVEY CONTROL
 RU0414  ___________________________________________________________________
 RU0414* NAD 83(1986)-  46 04 09.     (N)    107 42 35.     (W)     SCALED    
 RU0414* NAVD 88     -       850.718  (meters)    2791.06   (feet)  ADJUSTED  
 RU0414  ___________________________________________________________________
 RU0414  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 RU0414  DYNAMIC HT  -         850.586 (meters)    2790.63  (feet)  COMP
 RU0414  MODELED GRAV-     980,432.2   (mgal)                       NAVD 88
 RU0414
 RU0414  VERT ORDER  -  FIRST     CLASS II
 RU0414
 RU0414.The horizontal coordinates were scaled from a topographic map and have
 RU0414.an estimated accuracy of +/- 6 seconds.
 RU0414
 RU0414.The orthometric height was determined by differential leveling
 RU0414.and adjusted by the National Geodetic Survey in June 1991..
 RU0414
 RU0414.The geoid height was determined by GEOID03.
 RU0414
 RU0414.The dynamic height is computed by dividing the NAVD 88
 RU0414.geopotential number by the normal gravity value computed on the
 RU0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0414.degrees latitude (g = 980.6199 gals.).
 RU0414
 RU0414.The modeled gravity was interpolated from observed gravity values.
 RU0414
 RU0414;                    North         East    Units  Estimated Accuracy
 RU0414;SPC MT       -   203,750.      738,430.      MT  (+/- 180 meters Scaled)
 RU0414
 RU0414                          SUPERSEDED SURVEY CONTROL
 RU0414
 RU0414.No superseded survey control is available for this station.
 RU0414
 RU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM904053(NAD 83)
 RU0414_MARKER: I = METAL ROD
 RU0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0414_SP_SET: STAINLESS STEEL ROD
 RU0414_STAMPING: B 554 1981
 RU0414_MARK LOGO: NGS   
 RU0414_PROJECTION: FLUSH
 RU0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0414_ROD/PIPE-DEPTH: 9.1  meters
 RU0414
 RU0414  HISTORY     - Date     Condition        Report By
 RU0414  HISTORY     - 1981     MONUMENTED       NGS
 RU0414
 RU0414                          STATION DESCRIPTION
 RU0414
 RU0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0414'14.2 KM (8.85 MI) SW FROM CUSTER.
 RU0414'13.3 KM (8.25 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0414'FROM THE RAILROAD STATION IN CUSTER, THENCE 0.2 KM (0.1 MI) SOUTH
 RU0414'ALONG A GRAVELED ROAD, THENCE 0.8 KM (0.5 MI) SOUTHWESTERLY ALONG U.S.
 RU0414'HIGHWAYS 10 AND 312, 0.2 KM (0.1 MI) NORTHEAST OF HIGHWAY MILE POST
 RU0414'509, 20.9 METERS (68.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 RU0414'12.1 METERS (39.7 FT) NORTHEAST OF A FENCE CORNER, AND 6.4 METERS
 RU0414'(21.0 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE ROAD.
 RU0414'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0414'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 RU0414'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0438 ***********************************************************************
 RU0438  DESIGNATION -  B 555
 RU0438  PID         -  RU0438
 RU0438  STATE/COUNTY-  MT/TREASURE
 RU0438  USGS QUAD   -  SCRAPER COULEE (1984)
 RU0438
 RU0438                         *CURRENT SURVEY CONTROL
 RU0438  ___________________________________________________________________
 RU0438* NAD 83(1986)-  46 13 35.     (N)    107 14 46.     (W)     SCALED    
 RU0438* NAVD 88     -       874.700  (meters)    2869.74   (feet)  ADJUSTED  
 RU0438  ___________________________________________________________________
 RU0438  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 RU0438  DYNAMIC HT  -         874.586 (meters)    2869.37  (feet)  COMP
 RU0438  MODELED GRAV-     980,454.4   (mgal)                       NAVD 88
 RU0438
 RU0438  VERT ORDER  -  FIRST     CLASS II
 RU0438
 RU0438.The horizontal coordinates were scaled from a topographic map and have
 RU0438.an estimated accuracy of +/- 6 seconds.
 RU0438
 RU0438.The orthometric height was determined by differential leveling
 RU0438.and adjusted by the National Geodetic Survey in June 1991..
 RU0438
 RU0438.The geoid height was determined by GEOID03.
 RU0438
 RU0438.The dynamic height is computed by dividing the NAVD 88
 RU0438.geopotential number by the normal gravity value computed on the
 RU0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0438.degrees latitude (g = 980.6199 gals.).
 RU0438
 RU0438.The modeled gravity was interpolated from observed gravity values.
 RU0438
 RU0438;                    North         East    Units  Estimated Accuracy
 RU0438;SPC MT       -   222,130.      773,770.      MT  (+/- 180 meters Scaled)
 RU0438
 RU0438                          SUPERSEDED SURVEY CONTROL
 RU0438
 RU0438.No superseded survey control is available for this station.
 RU0438
 RU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM267216(NAD 83)
 RU0438_MARKER: I = METAL ROD
 RU0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0438_SP_SET: STAINLESS STEEL ROD
 RU0438_STAMPING: B 555 1981
 RU0438_MARK LOGO: NGS   
 RU0438_PROJECTION: FLUSH
 RU0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0438_ROD/PIPE-DEPTH: 4.3  meters
 RU0438
 RU0438  HISTORY     - Date     Condition        Report By
 RU0438  HISTORY     - 1981     MONUMENTED       NGS
 RU0438
 RU0438                          STATION DESCRIPTION
 RU0438
 RU0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0438'9.3 KM (5.75 MI) SW FROM HYSHAM.
 RU0438'1.0 KM (0.6 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0438'THE RAILROAD STATION IN HYSHAM, THENCE 4.1 KM (2.55 MI) SOUTH ALONG A
 RU0438'PAVED ROAD, THENCE 4.2 KM (2.6 MI) SOUTHWESTERLY ALONG INTERSTATE
 RU0438'HIGHWAY 94, 0.6 KM (0.35 MI) NORTHEAST OF MILE POST 65, 34.1 METERS
 RU0438'(112.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 RU0438'THE HIGHWAY, AND 1.1 METERS (3.5 FT) WEST-NORTHWEST OF A UTILITY POLE.
 RU0438'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0438'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 RU0438'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0463 ***********************************************************************
 RU0463  DESIGNATION -  B 556
 RU0463  PID         -  RU0463
 RU0463  STATE/COUNTY-  MT/ROSEBUD
 RU0463  USGS QUAD   -  ROSEBUD (1968)
 RU0463
 RU0463                         *CURRENT SURVEY CONTROL
 RU0463  ___________________________________________________________________
 RU0463* NAD 83(1986)-  46 16 13.     (N)    106 25 46.     (W)     SCALED    
 RU0463* NAVD 88     -       796.500  (meters)    2613.18   (feet)  ADJUSTED  
 RU0463  ___________________________________________________________________
 RU0463  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 RU0463  DYNAMIC HT  -         796.424 (meters)    2612.93  (feet)  COMP
 RU0463  MODELED GRAV-     980,493.0   (mgal)                       NAVD 88
 RU0463
 RU0463  VERT ORDER  -  FIRST     CLASS II
 RU0463
 RU0463.The horizontal coordinates were scaled from a topographic map and have
 RU0463.an estimated accuracy of +/- 6 seconds.
 RU0463
 RU0463.The orthometric height was determined by differential leveling
 RU0463.and adjusted by the National Geodetic Survey in June 1991..
 RU0463
 RU0463.The geoid height was determined by GEOID03.
 RU0463
 RU0463.The dynamic height is computed by dividing the NAVD 88
 RU0463.geopotential number by the normal gravity value computed on the
 RU0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0463.degrees latitude (g = 980.6199 gals.).
 RU0463
 RU0463.The modeled gravity was interpolated from observed gravity values.
 RU0463
 RU0463;                    North         East    Units  Estimated Accuracy
 RU0463;SPC MT       -   229,140.      836,510.      MT  (+/- 180 meters Scaled)
 RU0463
 RU0463                          SUPERSEDED SURVEY CONTROL
 RU0463
 RU0463.No superseded survey control is available for this station.
 RU0463
 RU0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM898250(NAD 83)
 RU0463_MARKER: I = METAL ROD
 RU0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0463_SP_SET: STAINLESS STEEL ROD
 RU0463_STAMPING: B 556 1981
 RU0463_MARK LOGO: NGS   
 RU0463_PROJECTION: FLUSH
 RU0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0463_ROD/PIPE-DEPTH: 4.3  meters
 RU0463
 RU0463  HISTORY     - Date     Condition        Report By
 RU0463  HISTORY     - 1981     MONUMENTED       NGS
 RU0463
 RU0463                          STATION DESCRIPTION
 RU0463
 RU0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0463'1.4 KM (0.9 MI) EAST FROM ROSEBUD.
 RU0463'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0463'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 1.1
 RU0463'KM (0.7 MI) EASTERLY ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0463'ROAD), 11.4 METERS (37.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 RU0463'HIGHWAY, AND 5.1 METERS (16.7 FT) WEST-NORTHWEST OF THE CENTER OF A
 RU0463'FIELD ENTRANCE ROAD AND GATE.  NOTE=ACCESS TO THE DATUM POINT IS
 RU0463'THROUGH A 5-INCH LOGO CAP.
 RU0463'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 RU0463'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0399 ***********************************************************************
 RT0399  DESIGNATION -  B 557
 RT0399  PID         -  RT0399
 RT0399  STATE/COUNTY-  MT/CUSTER
 RT0399  USGS QUAD   -  LIGNITE CREEK (1980)
 RT0399
 RT0399                         *CURRENT SURVEY CONTROL
 RT0399  ___________________________________________________________________
 RT0399* NAD 83(1986)-  46 21 25.     (N)    105 54 39.     (W)     SCALED    
 RT0399* NAVD 88     -       725.569  (meters)    2380.47   (feet)  ADJUSTED  
 RT0399  ___________________________________________________________________
 RT0399  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RT0399  DYNAMIC HT  -         725.510 (meters)    2380.28  (feet)  COMP
 RT0399  MODELED GRAV-     980,509.8   (mgal)                       NAVD 88
 RT0399
 RT0399  VERT ORDER  -  FIRST     CLASS II
 RT0399
 RT0399.The horizontal coordinates were scaled from a topographic map and have
 RT0399.an estimated accuracy of +/- 6 seconds.
 RT0399
 RT0399.The orthometric height was determined by differential leveling
 RT0399.and adjusted by the National Geodetic Survey in June 1991..
 RT0399
 RT0399.The geoid height was determined by GEOID03.
 RT0399
 RT0399.The dynamic height is computed by dividing the NAVD 88
 RT0399.geopotential number by the normal gravity value computed on the
 RT0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0399.degrees latitude (g = 980.6199 gals.).
 RT0399
 RT0399.The modeled gravity was interpolated from observed gravity values.
 RT0399
 RT0399;                    North         East    Units  Estimated Accuracy
 RT0399;SPC MT       -   240,460.      875,990.      MT  (+/- 180 meters Scaled)
 RT0399
 RT0399                          SUPERSEDED SURVEY CONTROL
 RT0399
 RT0399.No superseded survey control is available for this station.
 RT0399
 RT0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM299341(NAD 83)
 RT0399_MARKER: I = METAL ROD
 RT0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0399_SP_SET: STAINLESS STEEL ROD
 RT0399_STAMPING: B 557 1981
 RT0399_MARK LOGO: NGS   
 RT0399_PROJECTION: FLUSH
 RT0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0399_ROD/PIPE-DEPTH: 9.7  meters
 RT0399
 RT0399  HISTORY     - Date     Condition        Report By
 RT0399  HISTORY     - 1981     MONUMENTED       NGS
 RT0399
 RT0399                          STATION DESCRIPTION
 RT0399
 RT0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0399'7.5 KM (4.7 MI) SW FROM MILES CITY.
 RT0399'2.6 KM (1.6 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0399'FROM THE RAILROAD STATION IN MILES CITY, THENCE 1.4 KM (0.9 MI) SOUTH
 RT0399'ALONG U.S. HIGHWAYS 10, 12 AND 312, THENCE 3.5 KM (2.2 MI)
 RT0399'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 94, 0.5 KM (0.35 MI) NORTHEAST
 RT0399'OF MILE POST 133, 56.1 METERS (184.0 FT) SOUTHWEST OF A FENCE CORNER,
 RT0399'AND 49.7 METERS (163.0 FT) NORTHWEST OF THE CENTERLINE OF THE WEST
 RT0399'BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 RT0399'A 5-INCH LOGO CAP.
 RT0399'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 RT0399'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0331 ***********************************************************************
 SP0331  DESIGNATION -  B 558
 SP0331  PID         -  SP0331
 SP0331  STATE/COUNTY-  MT/DAWSON
 SP0331  USGS QUAD   -  ALLARD (1967)
 SP0331
 SP0331                         *CURRENT SURVEY CONTROL
 SP0331  ___________________________________________________________________
 SP0331* NAD 83(1986)-  47 04 40.     (N)    104 30 20.     (W)     SCALED    
 SP0331* NAVD 88     -       748.037  (meters)    2454.18   (feet)  ADJUSTED  
 SP0331  ___________________________________________________________________
 SP0331  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 SP0331  DYNAMIC HT  -         748.056 (meters)    2454.25  (feet)  COMP
 SP0331  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 SP0331
 SP0331  VERT ORDER  -  FIRST     CLASS II
 SP0331
 SP0331.The horizontal coordinates were scaled from a topographic map and have
 SP0331.an estimated accuracy of +/- 6 seconds.
 SP0331
 SP0331.The orthometric height was determined by differential leveling
 SP0331.and adjusted by the National Geodetic Survey in June 1991..
 SP0331
 SP0331.The geoid height was determined by GEOID03.
 SP0331
 SP0331.The dynamic height is computed by dividing the NAVD 88
 SP0331.geopotential number by the normal gravity value computed on the
 SP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0331.degrees latitude (g = 980.6199 gals.).
 SP0331
 SP0331.The modeled gravity was interpolated from observed gravity values.
 SP0331
 SP0331;                    North         East    Units  Estimated Accuracy
 SP0331;SPC MT       -   326,300.      978,820.      MT  (+/- 180 meters Scaled)
 SP0331
 SP0331                          SUPERSEDED SURVEY CONTROL
 SP0331
 SP0331.No superseded survey control is available for this station.
 SP0331
 SP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN375139(NAD 83)
 SP0331_MARKER: I = METAL ROD
 SP0331_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0331_SP_SET: STAINLESS STEEL ROD
 SP0331_STAMPING: B 558 1982
 SP0331_MARK LOGO: NGS   
 SP0331_PROJECTION: FLUSH
 SP0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0331_ROD/PIPE-DEPTH: 3.7  meters
 SP0331
 SP0331  HISTORY     - Date     Condition        Report By
 SP0331  HISTORY     - 1982     MONUMENTED       NGS
 SP0331
 SP0331                          STATION DESCRIPTION
 SP0331
 SP0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SP0331'16.2 KM (10.05 MI) EAST FROM GLENDIVE.
 SP0331'16.2 KM (10.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 SP0331'JUNCTION WITH U. S. HIGHWAY 10 (INTERSTATE HIGHWAY 94 BUSINESS) AT THE
 SP0331'NORTHEAST EDGE OF GLENDIVE, 0.7 KM (0.45 MI) WEST OF MILEPOST 226,
 SP0331'30.8 METERS (101.0 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND
 SP0331'LANES OF THE HIGHWAY AND 21.5 METERS (70.5 FT) SOUTH OF THE CENTERLINE
 SP0331'OF A FRONTAGE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 SP0331'5-INCH LOGO CAP.
 SP0331'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 SP0331'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0517 ***********************************************************************
 QX0517  DESIGNATION -  B 559
 QX0517  PID         -  QX0517
 QX0517  STATE/COUNTY-  MT/PARK
 QX0517  USGS QUAD   -  SPRINGDALE (1981)
 QX0517
 QX0517                         *CURRENT SURVEY CONTROL
 QX0517  ___________________________________________________________________
 QX0517* NAD 83(1986)-  45 43 50.     (N)    110 14 06.     (W)     SCALED    
 QX0517* NAVD 88     -      1293.801  (meters)    4244.75   (feet)  ADJUSTED  
 QX0517  ___________________________________________________________________
 QX0517  GEOID HEIGHT-         -10.73  (meters)                     GEOID03
 QX0517  DYNAMIC HT  -        1293.396 (meters)    4243.42  (feet)  COMP
 QX0517  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 QX0517
 QX0517  VERT ORDER  -  FIRST     CLASS II
 QX0517
 QX0517.The horizontal coordinates were scaled from a topographic map and have
 QX0517.an estimated accuracy of +/- 6 seconds.
 QX0517
 QX0517.The orthometric height was determined by differential leveling
 QX0517.and adjusted by the National Geodetic Survey in June 1991..
 QX0517
 QX0517.The geoid height was determined by GEOID03.
 QX0517
 QX0517.The dynamic height is computed by dividing the NAVD 88
 QX0517.geopotential number by the normal gravity value computed on the
 QX0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0517.degrees latitude (g = 980.6199 gals.).
 QX0517
 QX0517.The modeled gravity was interpolated from observed gravity values.
 QX0517
 QX0517;                    North         East    Units  Estimated Accuracy
 QX0517;SPC MT       -   164,810.      542,810.      MT  (+/- 180 meters Scaled)
 QX0517
 QX0517                          SUPERSEDED SURVEY CONTROL
 QX0517
 QX0517.No superseded survey control is available for this station.
 QX0517
 QX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR595643(NAD 83)
 QX0517_MARKER: DB = BENCH MARK DISK
 QX0517_SETTING: 66 = SET IN ROCK OUTCROP
 QX0517_SP_SET: ROCK OUTCROP
 QX0517_STAMPING: B 559 1982
 QX0517_MARK LOGO: NGS   
 QX0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0517+STABILITY: POSITION/ELEVATION WELL
 QX0517
 QX0517  HISTORY     - Date     Condition        Report By
 QX0517  HISTORY     - 1982     MONUMENTED       NGS
 QX0517
 QX0517                          STATION DESCRIPTION
 QX0517
 QX0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0517'24.7 KM (15.35 MI) SW FROM BIG TIMBER.
 QX0517'5.0 KM (3.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0517'FROM THE RAILROAD STATION IN BIG TIMBER, THENCE 19.7 KM (12.25 MI)
 QX0517'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 90, 0.3 KM (0.2 MI) NORTHEAST
 QX0517'OF MILEPOST 353, IN AN EXPOSED AREA OF BEDROCK AT THE SOUTHWEST END OF
 QX0517'A LARGE HIGHWAY CUT, 27.6 METERS (90.6 FT) NORTHEAST OF THE SOUTHWEST
 QX0517'END OF A METAL DRAINAGE PIPE, 15.1 METERS (49.5 FT) SOUTHEAST OF THE
 QX0517'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 13.0 METERS
 QX0517'(42.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 QX0517'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0079 ***********************************************************************
 SU0079  DESIGNATION -  B 56
 SU0079  PID         -  SU0079
 SU0079  STATE/COUNTY-  MT/SANDERS
 SU0079  USGS QUAD   -  DIXON (1964)
 SU0079
 SU0079                         *CURRENT SURVEY CONTROL
 SU0079  ___________________________________________________________________
 SU0079* NAD 83(1986)-  47 18 59.     (N)    114 18 25.     (W)     SCALED    
 SU0079* NAVD 88     -       768.330  (meters)    2520.76   (feet)  ADJUSTED  
 SU0079  ___________________________________________________________________
 SU0079  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 SU0079  DYNAMIC HT  -         768.292 (meters)    2520.64  (feet)  COMP
 SU0079  MODELED GRAV-     980,538.2   (mgal)                       NAVD 88
 SU0079
 SU0079  VERT ORDER  -  FIRST     CLASS II
 SU0079
 SU0079.The horizontal coordinates were scaled from a topographic map and have
 SU0079.an estimated accuracy of +/- 6 seconds.
 SU0079
 SU0079.The orthometric height was determined by differential leveling
 SU0079.and adjusted by the National Geodetic Survey in June 1991..
 SU0079
 SU0079.The geoid height was determined by GEOID03.
 SU0079
 SU0079.The dynamic height is computed by dividing the NAVD 88
 SU0079.geopotential number by the normal gravity value computed on the
 SU0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0079.degrees latitude (g = 980.6199 gals.).
 SU0079
 SU0079.The modeled gravity was interpolated from observed gravity values.
 SU0079
 SU0079;                    North         East    Units  Estimated Accuracy
 SU0079;SPC MT       -   351,870.      237,010.      MT  (+/- 180 meters Scaled)
 SU0079
 SU0079                          SUPERSEDED SURVEY CONTROL
 SU0079
 SU0079  NGVD 29 (??/??/92)  767.284  (m)         2517.33   (f) ADJ UNCH    1 2
 SU0079
 SU0079.Superseded values are not recommended for survey control.
 SU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0079.See file dsdata.txt to determine how the superseded data were derived.
 SU0079
 SU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN035438(NAD 83)
 SU0079_MARKER: DB = BENCH MARK DISK
 SU0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0079_STAMPING: B 56 1933
 SU0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0079+STABILITY: SURFACE MOTION
 SU0079
 SU0079  HISTORY     - Date     Condition        Report By
 SU0079  HISTORY     - 1933     MONUMENTED       CGS
 SU0079  HISTORY     - 1950     GOOD             NGS
 SU0079  HISTORY     - 1956     GOOD             NGS
 SU0079  HISTORY     - 1979     GOOD             NGS
 SU0079  HISTORY     - 1982     GOOD             BPA
 SU0079
 SU0079                          STATION DESCRIPTION
 SU0079
 SU0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SU0079'0.4 MI E FROM DIXON.
 SU0079'0.4 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0079'DIXON, 99 FEET NORTHEAST OF A HAND SWITCH, 78.8 FEET NORTH OF THE
 SU0079'NORTH RAIL, 2.4 FEET SOUTH OF A FENCE, ABOUT 2 FEET LOWER THAN THE
 SU0079'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 SU0079'THE GROUND.
 SU0079
 SU0079                          STATION RECOVERY (1956)
 SU0079
 SU0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SU0079'RECOVERED IN GOOD CONDITION.
 SU0079
 SU0079                          STATION RECOVERY (1979)
 SU0079
 SU0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0079'RECOVERED IN GOOD CONDITION.
 SU0079
 SU0079                          STATION RECOVERY (1982)
 SU0079
 SU0079'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982
 SU0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0422 ***********************************************************************
 QW0422  DESIGNATION -  B 560
 QW0422  PID         -  QW0422
 QW0422  STATE/COUNTY-  MT/STILLWATER
 QW0422  USGS QUAD   -  SHANE RIDGE (1956)
 QW0422
 QW0422                         *CURRENT SURVEY CONTROL
 QW0422  ___________________________________________________________________
 QW0422* NAD 83(1986)-  45 37 04.     (N)    109 11 17.     (W)     SCALED    
 QW0422* NAVD 88     -      1095.790  (meters)    3595.10   (feet)  ADJUSTED  
 QW0422  ___________________________________________________________________
 QW0422  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 QW0422  DYNAMIC HT  -        1095.505 (meters)    3594.17  (feet)  COMP
 QW0422  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 QW0422
 QW0422  VERT ORDER  -  FIRST     CLASS II
 QW0422
 QW0422.The horizontal coordinates were scaled from a topographic map and have
 QW0422.an estimated accuracy of +/- 6 seconds.
 QW0422
 QW0422.The orthometric height was determined by differential leveling
 QW0422.and adjusted by the National Geodetic Survey in June 1991..
 QW0422
 QW0422.The geoid height was determined by GEOID03.
 QW0422
 QW0422.The dynamic height is computed by dividing the NAVD 88
 QW0422.geopotential number by the normal gravity value computed on the
 QW0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0422.degrees latitude (g = 980.6199 gals.).
 QW0422
 QW0422.The modeled gravity was interpolated from observed gravity values.
 QW0422
 QW0422;                    North         East    Units  Estimated Accuracy
 QW0422;SPC MT       -   152,060.      624,320.      MT  (+/- 180 meters Scaled)
 QW0422
 QW0422                          SUPERSEDED SURVEY CONTROL
 QW0422
 QW0422.No superseded survey control is available for this station.
 QW0422
 QW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR412531(NAD 83)
 QW0422_MARKER: DB = BENCH MARK DISK
 QW0422_SETTING: 66 = SET IN ROCK OUTCROP
 QW0422_SP_SET: ROCK OUTCROP
 QW0422_STAMPING: B 560 1982
 QW0422_MARK LOGO: NGS   
 QW0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0422
 QW0422  HISTORY     - Date     Condition        Report By
 QW0422  HISTORY     - 1982     MONUMENTED       NGS
 QW0422
 QW0422                          STATION DESCRIPTION
 QW0422
 QW0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0422'6.5 KM (4.05 MI) SE FROM COLUMBUS.
 QW0422'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0422'FROM THE RAILROAD STATION IN COLUMBUS, THENCE 0.3 KM (0.2 MI) NORTH
 QW0422'ALONG A GRAVELED ROAD, THENCE 4.0 KM (2.5 MI) SOUTHEASTERLY ALONG OLD
 QW0422'U. S. HIGHWAY 10, IN THE CENTER OF A 1 BY 2 FT EXPOSED AREA OF BEDROCK
 QW0422'IN A HIGHWAY CUT, 77.7 METERS (254.9 FT) SOUTHEAST OF THE NORTHWEST
 QW0422'END OF THE CUT AND 8.4 METERS (27.6 FT) SOUTHWEST OF THE CENTERLINE OF
 QW0422'THE HIGHWAY.
 QW0422'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 QW0422'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0439 ***********************************************************************
 QY0439  DESIGNATION -  B 561
 QY0439  PID         -  QY0439
 QY0439  STATE/COUNTY-  MT/SILVER BOW
 QY0439  USGS QUAD   -  HOMESTAKE (1996)
 QY0439
 QY0439                         *CURRENT SURVEY CONTROL
 QY0439  ___________________________________________________________________
 QY0439* NAD 83(1986)-  45 57 39.     (N)    112 28 19.     (W)     SCALED    
 QY0439* NAVD 88     -      1700.650  (meters)    5579.55   (feet)  ADJUSTED  
 QY0439  ___________________________________________________________________
 QY0439  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 QY0439  DYNAMIC HT  -        1699.974 (meters)    5577.33  (feet)  COMP
 QY0439  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 QY0439  OBS GRAVITY -     980,158.6   (mgal)                       GRAV_OBS
 QY0439
 QY0439  VERT ORDER  -  FIRST     CLASS II
 QY0439
 QY0439.The horizontal coordinates were scaled from a topographic map and have
 QY0439.an estimated accuracy of +/- 6 seconds.
 QY0439
 QY0439.The orthometric height was determined by differential leveling
 QY0439.and adjusted by the National Geodetic Survey in June 1991..
 QY0439
 QY0439.The geoid height was determined by GEOID03.
 QY0439
 QY0439.The dynamic height is computed by dividing the NAVD 88
 QY0439.geopotential number by the normal gravity value computed on the
 QY0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0439.degrees latitude (g = 980.6199 gals.).
 QY0439
 QY0439.The modeled gravity was interpolated from observed gravity values.
 QY0439.The observed gravity was obtained from relative gravimeter ties
 QY0439.to the IGSN71 gravity network.
 QY0439
 QY0439;                    North         East    Units  Estimated Accuracy
 QY0439;SPC MT       -   194,500.      369,780.      MT  (+/- 180 meters Scaled)
 QY0439
 QY0439                          SUPERSEDED SURVEY CONTROL
 QY0439
 QY0439.No superseded survey control is available for this station.
 QY0439
 QY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR859907(NAD 83)
 QY0439_MARKER: DB = BENCH MARK DISK
 QY0439_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QY0439_SP_SET: PIER
 QY0439_STAMPING: B 561 1982
 QY0439_MARK LOGO: NGS   
 QY0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0439+STABILITY: POSITION/ELEVATION WELL
 QY0439
 QY0439  HISTORY     - Date     Condition        Report By
 QY0439  HISTORY     - 1982     MONUMENTED       NGS
 QY0439
 QY0439                          STATION DESCRIPTION
 QY0439
 QY0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0439'7.2 KM (4.45 MI) SE FROM BUTTE.
 QY0439'7.2 KM (4.45 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0439'JUNCTION WITH MONTANA STREET IN BUTTE, SET VERTICALLY IN THE SOUTH
 QY0439'FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE CONTINENTAL DRIVE (EXIT
 QY0439'228) OVERPASS AND 15.2 METERS (49.9 FT) EAST OF THE CENTERLINE OF THE
 QY0439'EAST BOUND LANES OF THE HIGHWAY.
 QY0439'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0415 ***********************************************************************
 QY0415  DESIGNATION -  B 562
 QY0415  PID         -  QY0415
 QY0415  STATE/COUNTY-  MT/JEFFERSON
 QY0415  USGS QUAD   -  DRY MOUNTAIN (1996)
 QY0415
 QY0415                         *CURRENT SURVEY CONTROL
 QY0415  ___________________________________________________________________
 QY0415* NAD 83(1986)-  45 53 35.     (N)    112 10 45.     (W)     SCALED    
 QY0415* NAVD 88     -      1398.284  (meters)    4587.54   (feet)  ADJUSTED  
 QY0415  ___________________________________________________________________
 QY0415  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 QY0415  DYNAMIC HT  -        1397.830 (meters)    4586.05  (feet)  COMP
 QY0415  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 QY0415
 QY0415  VERT ORDER  -  FIRST     CLASS II
 QY0415
 QY0415.The horizontal coordinates were scaled from a topographic map and have
 QY0415.an estimated accuracy of +/- 6 seconds.
 QY0415
 QY0415.The orthometric height was determined by differential leveling
 QY0415.and adjusted by the National Geodetic Survey in June 1991..
 QY0415
 QY0415.The geoid height was determined by GEOID03.
 QY0415
 QY0415.The dynamic height is computed by dividing the NAVD 88
 QY0415.geopotential number by the normal gravity value computed on the
 QY0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0415.degrees latitude (g = 980.6199 gals.).
 QY0415
 QY0415.The modeled gravity was interpolated from observed gravity values.
 QY0415
 QY0415;                    North         East    Units  Estimated Accuracy
 QY0415;SPC MT       -   186,150.      392,190.      MT  (+/- 180 meters Scaled)
 QY0415
 QY0415                          SUPERSEDED SURVEY CONTROL
 QY0415
 QY0415.No superseded survey control is available for this station.
 QY0415
 QY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR085828(NAD 83)
 QY0415_MARKER: DB = BENCH MARK DISK
 QY0415_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QY0415_SP_SET: ABUTMENT
 QY0415_STAMPING: B 562 1982
 QY0415_MARK LOGO: NGS   
 QY0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0415+STABILITY: POSITION/ELEVATION WELL
 QY0415
 QY0415  HISTORY     - Date     Condition        Report By
 QY0415  HISTORY     - 1982     MONUMENTED       NGS
 QY0415
 QY0415                          STATION DESCRIPTION
 QY0415
 QY0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0415'33.7 KM (20.95 MI) SE FROM BUTTE.
 QY0415'33.7 KM (20.95 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0415'JUNCTION WITH MONTANA STREET IN BUTTE, IN TOP OF AND 1.5 METERS (4.9
 QY0415'FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE EAST
 QY0415'BOUND OVERPASS OF A GRAVELED ROAD, 0.2 KM (0.1 MI) EAST OF MILEPOST
 QY0415'245 AND 7.2 METERS (23.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 QY0415'LANES OF THE HIGHWAY.
 QY0415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0499 ***********************************************************************
 QX0499  DESIGNATION -  B 563
 QX0499  PID         -  QX0499
 QX0499  STATE/COUNTY-  MT/JEFFERSON
 QX0499  USGS QUAD   -  DOHERTY MOUNTAIN (1996)
 QX0499
 QX0499                         *CURRENT SURVEY CONTROL
 QX0499  ___________________________________________________________________
 QX0499* NAD 83(1986)-  45 52 47.     (N)    111 53 54.     (W)     SCALED    
 QX0499* NAVD 88     -      1512.630  (meters)    4962.69   (feet)  ADJUSTED  
 QX0499  ___________________________________________________________________
 QX0499  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 QX0499  DYNAMIC HT  -        1512.130 (meters)    4961.05  (feet)  COMP
 QX0499  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 QX0499
 QX0499  VERT ORDER  -  FIRST     CLASS II
 QX0499
 QX0499.The horizontal coordinates were scaled from a topographic map and have
 QX0499.an estimated accuracy of +/- 6 seconds.
 QX0499
 QX0499.The orthometric height was determined by differential leveling
 QX0499.and adjusted by the National Geodetic Survey in June 1991..
 QX0499
 QX0499.The geoid height was determined by GEOID03.
 QX0499
 QX0499.The dynamic height is computed by dividing the NAVD 88
 QX0499.geopotential number by the normal gravity value computed on the
 QX0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0499.degrees latitude (g = 980.6199 gals.).
 QX0499
 QX0499.The modeled gravity was interpolated from observed gravity values.
 QX0499
 QX0499;                    North         East    Units  Estimated Accuracy
 QX0499;SPC MT       -   183,960.      413,920.      MT  (+/- 180 meters Scaled)
 QX0499
 QX0499                          SUPERSEDED SURVEY CONTROL
 QX0499
 QX0499.No superseded survey control is available for this station.
 QX0499
 QX0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR302810(NAD 83)
 QX0499_MARKER: DB = BENCH MARK DISK
 QX0499_SETTING: 66 = SET IN ROCK OUTCROP
 QX0499_SP_SET: ROCK OUTCROP
 QX0499_STAMPING: B 563 1982
 QX0499_MARK LOGO: NGS   
 QX0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0499+STABILITY: POSITION/ELEVATION WELL
 QX0499
 QX0499  HISTORY     - Date     Condition        Report By
 QX0499  HISTORY     - 1982     MONUMENTED       NGS
 QX0499
 QX0499                          STATION DESCRIPTION
 QX0499
 QX0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0499'31.0 KM (19.25 MI) WEST FROM THREE FORKS.
 QX0499'31.0 KM (19.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0499'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0499'OF THREE FORKS, IN A 2 BY 3 FT EXPOSED AREA OF BEDROCK NEAR THE CENTER
 QX0499'OF A HIGHWAY CUT, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 260 AND 13.3
 QX0499'METERS (43.6 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 QX0499'OF THE HIGHWAY.
 QX0499'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 QX0499'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0458 ***********************************************************************
 QW0458  DESIGNATION -  B 564
 QW0458  PID         -  QW0458
 QW0458  STATE/COUNTY-  MT/CARBON
 QW0458  USGS QUAD   -  BRIDGER (1956)
 QW0458
 QW0458                         *CURRENT SURVEY CONTROL
 QW0458  ___________________________________________________________________
 QW0458* NAD 83(1999)-  45 16 26.44135(N)    108 55 06.26659(W)     ADJUSTED  
 QW0458* NAVD 88     -      1121.840  (meters)    3680.57   (feet)  ADJUSTED  
 QW0458  ___________________________________________________________________
 QW0458  X           -  -1,457,954.539 (meters)                     COMP
 QW0458  Y           -  -4,253,876.713 (meters)                     COMP
 QW0458  Z           -   4,509,618.248 (meters)                     COMP
 QW0458  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 QW0458  ELLIP HEIGHT-        1109.83  (meters)          (05/11/01) GPS OBS
 QW0458  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 QW0458  DYNAMIC HT  -        1121.524 (meters)    3679.53  (feet)  COMP
 QW0458  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 QW0458
 QW0458  HORZ ORDER  -  FIRST
 QW0458  VERT ORDER  -  FIRST     CLASS II
 QW0458  ELLP ORDER  -  FOURTH    CLASS I
 QW0458
 QW0458.The horizontal coordinates were established by GPS observations
 QW0458.and adjusted by the National Geodetic Survey in May 2001..
 QW0458.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0458.DATUM ITEM on the data sheet items page.
 QW0458
 QW0458.The orthometric height was determined by differential leveling
 QW0458.and adjusted by the National Geodetic Survey in June 1991..
 QW0458
 QW0458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0458
 QW0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0458
 QW0458.The ellipsoidal height was determined by GPS observations
 QW0458.and is referenced to NAD 83.
 QW0458
 QW0458.The geoid height was determined by GEOID03.
 QW0458
 QW0458.The dynamic height is computed by dividing the NAVD 88
 QW0458.geopotential number by the normal gravity value computed on the
 QW0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0458.degrees latitude (g = 980.6199 gals.).
 QW0458
 QW0458.The modeled gravity was interpolated from observed gravity values.
 QW0458
 QW0458;                    North         East     Units Scale Factor Converg.
 QW0458;SPC MT       -   113,983.516   645,630.220   MT  0.99984658   +0 25 31.6
 QW0458;SPC MT       -   373,961.67  2,118,209.38   iFT  0.99984658   +0 25 31.6
 QW0458;UTM  12      - 5,015,498.073   663,277.189   MT  0.99992780   +1 28 45.3
 QW0458
 QW0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0458!SPC MT       -   0.99982603  x   0.99984658  =   0.99967264
 QW0458!UTM  12      -   0.99982603  x   0.99992780  =   0.99975384
 QW0458
 QW0458                          SUPERSEDED SURVEY CONTROL
 QW0458
 QW0458  NAD 83(1992)-  45 16 26.44089(N)    108 55 06.26641(W) AD(       ) 1
 QW0458  ELLIP H (07/05/96) 1109.85   (m)                       GP(       ) 4 2
 QW0458  NAVD 88 (07/05/96) 1121.84   (m)         3680.6    (f) LEVELING    3  
 QW0458  NGVD 29 (06/08/92) 1121.030  (m)         3677.91   (f) ADJUSTED    1 2
 QW0458
 QW0458.Superseded values are not recommended for survey control.
 QW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0458.See file dsdata.txt to determine how the superseded data were derived.
 QW0458
 QW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR6327715498(NAD 83)
 QW0458_MARKER: I = METAL ROD
 QW0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0458_SP_SET: STAINLESS STEEL ROD
 QW0458_STAMPING: B 564 1982
 QW0458_MARK LOGO: NGS   
 QW0458_PROJECTION: FLUSH
 QW0458_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0458+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1995
 QW0458_ROD/PIPE-DEPTH: 9.8  meters
 QW0458
 QW0458  HISTORY     - Date     Condition        Report By
 QW0458  HISTORY     - 1982     MONUMENTED       NGS
 QW0458  HISTORY     - 19951228 GOOD             MTDOT
 QW0458
 QW0458                          STATION DESCRIPTION
 QW0458
 QW0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0458'47.6 KM (29.6 MI) SOUTH FROM LAUREL.
 QW0458'47.6 KM (29.6 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0458'WITH INTERSTATE HIGHWAY 90 IN LAUREL, 0.6 KM (0.35 MI) SOUTHEAST OF
 QW0458'MILEPOST 25, 17.0 METERS (55.8 FT) WEST OF THE CENTERLINE OF THE
 QW0458'HIGHWAY, 12.0 METERS (39.4 FT) NORTH OF THE CENTER OF A DRIVEWAY
 QW0458'LEADING WEST INTO A LUMBER YARD AND 1.3 METERS (4.3 FT) NORTH OF A
 QW0458'UTILITY BRACE POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 QW0458'5-INCH LOGO CAP.
 QW0458'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QW0458'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QW0458
 QW0458                          STATION RECOVERY (1995)
 QW0458
 QW0458'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QW0458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0479 ***********************************************************************
 QW0479  DESIGNATION -  B 565
 QW0479  PID         -  QW0479
 QW0479  STATE/COUNTY-  MT/CARBON
 QW0479  USGS QUAD   -  BEAR CANYON (1985)
 QW0479
 QW0479                         *CURRENT SURVEY CONTROL
 QW0479  ___________________________________________________________________
 QW0479* NAD 83(1999)-  45 00 26.96930(N)    108 37 27.61173(W)     ADJUSTED  
 QW0479* NAVD 88     -      1310.505  (meters)    4299.55   (feet)  ADJUSTED  
 QW0479  ___________________________________________________________________
 QW0479  X           -  -1,442,851.228 (meters)                     COMP
 QW0479  Y           -  -4,281,329.222 (meters)                     COMP
 QW0479  Z           -   4,488,854.989 (meters)                     COMP
 QW0479  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 QW0479  ELLIP HEIGHT-        1297.97  (meters)          (05/11/01) GPS OBS
 QW0479  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 QW0479  DYNAMIC HT  -        1310.005 (meters)    4297.91  (feet)  COMP
 QW0479  MODELED GRAV-     980,190.2   (mgal)                       NAVD 88
 QW0479
 QW0479  HORZ ORDER  -  FIRST
 QW0479  VERT ORDER  -  FIRST     CLASS II
 QW0479  ELLP ORDER  -  FOURTH    CLASS I
 QW0479
 QW0479.The horizontal coordinates were established by GPS observations
 QW0479.and adjusted by the National Geodetic Survey in May 2001..
 QW0479.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0479.DATUM ITEM on the data sheet items page.
 QW0479
 QW0479.The orthometric height was determined by differential leveling
 QW0479.and adjusted by the National Geodetic Survey in June 1991..
 QW0479
 QW0479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0479
 QW0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0479
 QW0479.The ellipsoidal height was determined by GPS observations
 QW0479.and is referenced to NAD 83.
 QW0479
 QW0479.The geoid height was determined by GEOID03.
 QW0479
 QW0479.The dynamic height is computed by dividing the NAVD 88
 QW0479.geopotential number by the normal gravity value computed on the
 QW0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0479.degrees latitude (g = 980.6199 gals.).
 QW0479
 QW0479.The modeled gravity was interpolated from observed gravity values.
 QW0479
 QW0479;                    North         East     Units Scale Factor Converg.
 QW0479;SPC MT       -    84,582.807   669,032.543   MT  0.99999551   +0 38 26.0
 QW0479;SPC MT       -   277,502.65  2,194,988.66   iFT  0.99999551   +0 38 26.0
 QW0479;UTM  12      - 4,986,528.214   687,214.277   MT  1.00003099   +1 40 50.0
 QW0479
 QW0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0479!SPC MT       -   0.99979654  x   0.99999551  =   0.99979205
 QW0479!UTM  12      -   0.99979654  x   1.00003099  =   0.99982752
 QW0479
 QW0479                          SUPERSEDED SURVEY CONTROL
 QW0479
 QW0479  NAD 83(1992)-  45 00 26.96879(N)    108 37 27.61148(W) AD(       ) 1
 QW0479  ELLIP H (07/05/96) 1297.98   (m)                       GP(       ) 4 2
 QW0479  NAVD 88 (07/05/96) 1310.51   (m)         4299.6    (f) LEVELING    3  
 QW0479  NGVD 29 (06/08/92) 1309.620  (m)         4296.64   (f) ADJUSTED    1 2
 QW0479
 QW0479.Superseded values are not recommended for survey control.
 QW0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0479.See file dsdata.txt to determine how the superseded data were derived.
 QW0479
 QW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8721486528(NAD 83)
 QW0479_MARKER: I = METAL ROD
 QW0479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0479_SP_SET: STAINLESS STEEL ROD
 QW0479_STAMPING: B 565 1982
 QW0479_MARK LOGO: NGS   
 QW0479_PROJECTION: FLUSH
 QW0479_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0479+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002
 QW0479_ROD/PIPE-DEPTH: 8.5  meters
 QW0479
 QW0479  HISTORY     - Date     Condition        Report By
 QW0479  HISTORY     - 1982     MONUMENTED       NGS
 QW0479  HISTORY     - 19951228 GOOD             MTDOT
 QW0479  HISTORY     - 20020129 GOOD             PROFLN
 QW0479
 QW0479                          STATION DESCRIPTION
 QW0479
 QW0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0479'33.6 KM (20.85 MI) NW FROM LOVELL WY.
 QW0479'33.6 KM (20.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 QW0479'JUNCTION WITH NEVADA STREET IN LOVELL, 30.0 METERS (98.4 FT) WEST OF
 QW0479'THE CENTERLINE OF THE HIGHWAY, 16.0 METERS (52.5 FT) NORTH OF A FENCE
 QW0479'ALONG THE NORTH BANK OF THE FRANNIE CANEL AND 9.6 METERS (31.5 FT)
 QW0479'NORTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 QW0479'POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0479'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 QW0479'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QW0479
 QW0479                          STATION RECOVERY (1995)
 QW0479
 QW0479'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QW0479'RECOVERED AS DESCRIBED.
 QW0479
 QW0479                          STATION RECOVERY (2002)
 QW0479
 QW0479'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2002 (BWF)
 QW0479'THE DIRECTIONS FROM LOVELL ARE ACCURATE.  BECAUSE OF RECENT HIGHWAY
 QW0479'CONSTRUCTION TO REMOVE CORRUGATED METAL PIPE AND INSTALL CONCRETE
 QW0479'UNDERPASSES 40' NORTH AND SOUTH OF THE STATION, THE CALLED FENCE ALONG
 QW0479'THE NORTH BANK OF THE FRANNIE CANAL HAS BEEN REMOVED, AND THE
 QW0479'CARSONITE WITNESS POST HAS BEEN DAMAGED.  ALSO, THE STATION IS 34.5'
 QW0479'SOUTH OF THE SOUTH BANK OF A NATURAL DRAINAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0715 ***********************************************************************
 PY0715  DESIGNATION -  B 566
 PY0715  PID         -  PY0715
 PY0715  STATE/COUNTY-  MT/GALLATIN
 PY0715  USGS QUAD   -  MADISON ARM (1986)
 PY0715
 PY0715                         *CURRENT SURVEY CONTROL
 PY0715  ___________________________________________________________________
 PY0715* NAD 83(1986)-  44 40 36.     (N)    111 11 13.     (W)     SCALED    
 PY0715* NAVD 88     -      2014.274  (meters)    6608.50   (feet)  ADJUSTED  
 PY0715  ___________________________________________________________________
 PY0715  GEOID HEIGHT-          -8.84  (meters)                     GEOID03
 PY0715  DYNAMIC HT  -        2013.138 (meters)    6604.77  (feet)  COMP
 PY0715  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 PY0715
 PY0715  VERT ORDER  -  FIRST     CLASS II
 PY0715
 PY0715.The horizontal coordinates were scaled from a topographic map and have
 PY0715.an estimated accuracy of +/- 6 seconds.
 PY0715
 PY0715.The orthometric height was determined by differential leveling
 PY0715.and adjusted by the National Geodetic Survey in June 1991..
 PY0715
 PY0715.The geoid height was determined by GEOID03.
 PY0715
 PY0715.The dynamic height is computed by dividing the NAVD 88
 PY0715.geopotential number by the normal gravity value computed on the
 PY0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0715.degrees latitude (g = 980.6199 gals.).
 PY0715
 PY0715.The modeled gravity was interpolated from observed gravity values.
 PY0715
 PY0715;                    North         East    Units  Estimated Accuracy
 PY0715;SPC MT       -    48,870.      466,230.      MT  (+/- 180 meters Scaled)
 PY0715
 PY0715                          SUPERSEDED SURVEY CONTROL
 PY0715
 PY0715  NGVD 29 (08/20/92) 2013.029  (m)         6604.41   (f) ADJUSTED    1 2
 PY0715
 PY0715.Superseded values are not recommended for survey control.
 PY0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0715.See file dsdata.txt to determine how the superseded data were derived.
 PY0715
 PY0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ851470(NAD 83)
 PY0715_MARKER: I = METAL ROD
 PY0715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0715_SP_SET: STAINLESS STEEL ROD
 PY0715_STAMPING: B 566 1983
 PY0715_MARK LOGO: NGS   
 PY0715_PROJECTION: FLUSH
 PY0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0715_ROD/PIPE-DEPTH: 14.7 meters
 PY0715
 PY0715  HISTORY     - Date     Condition        Report By
 PY0715  HISTORY     - 1983     MONUMENTED       NGS
 PY0715
 PY0715                          STATION DESCRIPTION
 PY0715
 PY0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0715'7.5 KM (4.65 MI) SW FROM WEST YELLOWSTONE.
 PY0715'7.5 KM (4.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0715'OF THE YELLOWSTONE IN WEST YELLOWSTONE, 0.2 KM (0.1 MI) WEST OF
 PY0715'MILEPOST 5, 18.7 METERS (61.4 FT) SOUTH OF THE CENTERLINE OF THE
 PY0715'HIGHWAY AND SOUTH OF THE INTERSECTION OF A GRAVELED ROAD LEADING NORTH
 PY0715'TO MADISON ARM RESORT AND MARINA.  ACCESS TO THE DATUM POINT IS
 PY0715'THROUGH A 5-INCH LOGO CAP.
 PY0715'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PY0715'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0258 ***********************************************************************
 QU0258  DESIGNATION -  B 568
 QU0258  PID         -  QU0258
 QU0258  STATE/COUNTY-  MT/POWDER RIVER
 QU0258  USGS QUAD   -  BROADUS (1973)
 QU0258
 QU0258                         *CURRENT SURVEY CONTROL
 QU0258  ___________________________________________________________________
 QU0258* NAD 83(1986)-  45 27 26.     (N)    105 26 41.     (W)     SCALED    
 QU0258* NAVD 88     -       984.920  (meters)    3231.36   (feet)  ADJUSTED  
 QU0258  ___________________________________________________________________
 QU0258  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QU0258  DYNAMIC HT  -         984.708 (meters)    3230.66  (feet)  COMP
 QU0258  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 QU0258
 QU0258  VERT ORDER  -  FIRST     CLASS II
 QU0258
 QU0258.The horizontal coordinates were scaled from a topographic map and have
 QU0258.an estimated accuracy of +/- 6 seconds.
 QU0258
 QU0258.The orthometric height was determined by differential leveling
 QU0258.and adjusted by the National Geodetic Survey in June 1991..
 QU0258
 QU0258.The geoid height was determined by GEOID03.
 QU0258
 QU0258.The dynamic height is computed by dividing the NAVD 88
 QU0258.geopotential number by the normal gravity value computed on the
 QU0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0258.degrees latitude (g = 980.6199 gals.).
 QU0258
 QU0258.The modeled gravity was interpolated from observed gravity values.
 QU0258
 QU0258;                    North         East    Units  Estimated Accuracy
 QU0258;SPC MT       -   142,380.      916,970.      MT  (+/- 180 meters Scaled)
 QU0258
 QU0258                          SUPERSEDED SURVEY CONTROL
 QU0258
 QU0258.No superseded survey control is available for this station.
 QU0258
 QU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL652338(NAD 83)
 QU0258_MARKER: I = METAL ROD
 QU0258_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0258_SP_SET: STAINLESS STEEL ROD
 QU0258_STAMPING: B 568 1985
 QU0258_MARK LOGO: NGS   
 QU0258_PROJECTION: FLUSH
 QU0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0258_ROD/PIPE-DEPTH: 4.6  meters
 QU0258
 QU0258  HISTORY     - Date     Condition        Report By
 QU0258  HISTORY     - 1985     MONUMENTED       NGS
 QU0258
 QU0258                          STATION DESCRIPTION
 QU0258
 QU0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0258'3.4 KM (2.1 MI) NW FROM BROADUS.
 QU0258'3.45 KM (2.15 MI) NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0258'COURTHOUSE AT BROADUS, 1.5 KM (0.9 MI) SOUTHEAST OF THE JUNCTION OF
 QU0258'STATE HIGHWAY 212, 0.45 KM (0.3 MI) SOUTHEAST OF MILEPOST 77, 23.9
 QU0258'METERS (78.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.1
 QU0258'METERS (59.5 FT) NORTHEAST OF THE FIRST POWER POLE LEADING AWAY FROM
 QU0258'THE HIGHWAY, AND 0.5 METERS (1.5 FT) NORTHEAST OF THE RIGHT-OF-WAY
 QU0258'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0258'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 QU0258'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0231 ***********************************************************************
 QU0231  DESIGNATION -  B 569
 QU0231  PID         -  QU0231
 QU0231  STATE/COUNTY-  MT/CUSTER
 QU0231  USGS QUAD   -  KIRKPATRICK HILL (1973)
 QU0231
 QU0231                         *CURRENT SURVEY CONTROL
 QU0231  ___________________________________________________________________
 QU0231* NAD 83(1986)-  45 56 12.     (N)    105 38 55.     (W)     SCALED    
 QU0231* NAVD 88     -       875.985  (meters)    2873.96   (feet)  ADJUSTED  
 QU0231  ___________________________________________________________________
 QU0231  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 QU0231  DYNAMIC HT  -         875.847 (meters)    2873.51  (feet)  COMP
 QU0231  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 QU0231
 QU0231  VERT ORDER  -  FIRST     CLASS II
 QU0231
 QU0231.The horizontal coordinates were scaled from a topographic map and have
 QU0231.an estimated accuracy of +/- 6 seconds.
 QU0231
 QU0231.The orthometric height was determined by differential leveling
 QU0231.and adjusted by the National Geodetic Survey in June 1991..
 QU0231
 QU0231.The geoid height was determined by GEOID03.
 QU0231
 QU0231.The dynamic height is computed by dividing the NAVD 88
 QU0231.geopotential number by the normal gravity value computed on the
 QU0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0231.degrees latitude (g = 980.6199 gals.).
 QU0231
 QU0231.The modeled gravity was interpolated from observed gravity values.
 QU0231
 QU0231;                    North         East    Units  Estimated Accuracy
 QU0231;SPC MT       -   194,780.      898,430.      MT  (+/- 180 meters Scaled)
 QU0231
 QU0231                          SUPERSEDED SURVEY CONTROL
 QU0231
 QU0231.No superseded survey control is available for this station.
 QU0231
 QU0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL497872(NAD 83)
 QU0231_MARKER: I = METAL ROD
 QU0231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0231_SP_SET: STAINLESS STEEL ROD
 QU0231_STAMPING: B 569 1985
 QU0231_MARK LOGO: NGS   
 QU0231_PROJECTION: FLUSH
 QU0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0231_ROD/PIPE-DEPTH: 15.8 meters
 QU0231
 QU0231  HISTORY     - Date     Condition        Report By
 QU0231  HISTORY     - 1985     MONUMENTED       NGS
 QU0231
 QU0231                          STATION DESCRIPTION
 QU0231
 QU0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0231'59.6 KM (37.05 MI) SOUTH FROM MILES CITY.
 QU0231'59.65 KM (37.05 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE
 QU0231'INTERSECTION OF INTERSTATE 94 AT MILES CITY, 0.75 KM (0.45 MI) NORTH
 QU0231'OF MILEPOST 40, 14.3 METERS (47.0 FT) SOUTHEAST OF THE CENTERLINE OF
 QU0231'THE HIGHWAY, 21.6 METERS (71.0 FT) SOUTHWEST OF THE TOP EDGE OF THE
 QU0231'SOUTHWEST BANK OF A DEEP RAVINE, 12.3 METERS (40.5 FT) SOUTHWEST OF A
 QU0231'POWER POLE, 1.2 METERS (4.0 FT) NORTHEAST OF THE NORTHEAST GATE POST
 QU0231'FOR A WIRE GATE, AND 0.5 METER (1.5 FT) NORTHWEST OF THE RIGHT-OF-WAY
 QU0231'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0231'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 QU0231'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0090 ***********************************************************************
 RT0090  DESIGNATION -  B 57
 RT0090  PID         -  RT0090
 RT0090  STATE/COUNTY-  MT/FALLON
 RT0090  USGS QUAD   -  PLEVNA (1981)
 RT0090
 RT0090                         *CURRENT SURVEY CONTROL
 RT0090  ___________________________________________________________________
 RT0090* NAD 83(1986)-  46 25 06.     (N)    104 31 07.     (W)     SCALED    
 RT0090* NAVD 88     -       846.594  (meters)    2777.53   (feet)  ADJUSTED  
 RT0090  ___________________________________________________________________
 RT0090  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RT0090  DYNAMIC HT  -         846.518 (meters)    2777.28  (feet)  COMP
 RT0090  MODELED GRAV-     980,495.8   (mgal)                       NAVD 88
 RT0090
 RT0090  VERT ORDER  -  SECOND    CLASS 0
 RT0090
 RT0090.The horizontal coordinates were scaled from a topographic map and have
 RT0090.an estimated accuracy of +/- 6 seconds.
 RT0090
 RT0090.The orthometric height was determined by differential leveling
 RT0090.and adjusted by the National Geodetic Survey in June 1991..
 RT0090
 RT0090.The geoid height was determined by GEOID03.
 RT0090
 RT0090.The dynamic height is computed by dividing the NAVD 88
 RT0090.geopotential number by the normal gravity value computed on the
 RT0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0090.degrees latitude (g = 980.6199 gals.).
 RT0090
 RT0090.The modeled gravity was interpolated from observed gravity values.
 RT0090
 RT0090;                    North         East    Units  Estimated Accuracy
 RT0090;SPC MT       -   253,120.      982,490.      MT  (+/- 180 meters Scaled)
 RT0090
 RT0090                          SUPERSEDED SURVEY CONTROL
 RT0090
 RT0090  NGVD 29 (??/??/92)  846.020  (m)         2775.65   (f) ADJ UNCH    2 0
 RT0090
 RT0090.Superseded values are not recommended for survey control.
 RT0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0090.See file dsdata.txt to determine how the superseded data were derived.
 RT0090
 RT0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM369406(NAD 83)
 RT0090_MARKER: DB = BENCH MARK DISK
 RT0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0090_SP_SET: FOUNDATION
 RT0090_STAMPING: B 57 1934
 RT0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0090
 RT0090  HISTORY     - Date     Condition        Report By
 RT0090  HISTORY     - 1934     MONUMENTED       CGS
 RT0090
 RT0090                          STATION DESCRIPTION
 RT0090
 RT0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0090'IN PLEVNA.
 RT0090'AT PLEVNA, FALLON COUNTY, AT THE SOUTHEAST CORNER OF THE PUBLIC SCHOOL
 RT0090'BUILDING, IN THE FACE OF THE CONCRETE FOUNDATION WALL, 24 FEET EAST OF
 RT0090'THE CENTER OF THE MAIN ENTRANCE, AND ABOUT 18 INCHES ABOVE GROUND. A
 RT0090'STANDARD DISK, STAMPED B 57 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0264 ***********************************************************************
 QU0264  DESIGNATION -  B 570
 QU0264  PID         -  QU0264
 QU0264  STATE/COUNTY-  MT/POWDER RIVER
 QU0264  USGS QUAD   -  MONDAY CREEK (1973)
 QU0264
 QU0264                         *CURRENT SURVEY CONTROL
 QU0264  ___________________________________________________________________
 QU0264* NAD 83(1986)-  45 23 57.     (N)    105 21 43.     (W)     SCALED    
 QU0264* NAVD 88     -       997.167  (meters)    3271.54   (feet)  ADJUSTED  
 QU0264  ___________________________________________________________________
 QU0264  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 QU0264  DYNAMIC HT  -         996.949 (meters)    3270.82  (feet)  COMP
 QU0264  MODELED GRAV-     980,362.9   (mgal)                       NAVD 88
 QU0264
 QU0264  VERT ORDER  -  FIRST     CLASS II
 QU0264
 QU0264.The horizontal coordinates were scaled from a topographic map and have
 QU0264.an estimated accuracy of +/- 6 seconds.
 QU0264
 QU0264.The orthometric height was determined by differential leveling
 QU0264.and adjusted by the National Geodetic Survey in June 1991..
 QU0264
 QU0264.The geoid height was determined by GEOID03.
 QU0264
 QU0264.The dynamic height is computed by dividing the NAVD 88
 QU0264.geopotential number by the normal gravity value computed on the
 QU0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0264.degrees latitude (g = 980.6199 gals.).
 QU0264
 QU0264.The modeled gravity was interpolated from observed gravity values.
 QU0264
 QU0264;                    North         East    Units  Estimated Accuracy
 QU0264;SPC MT       -   136,280.      923,780.      MT  (+/- 180 meters Scaled)
 QU0264
 QU0264                          SUPERSEDED SURVEY CONTROL
 QU0264
 QU0264.No superseded survey control is available for this station.
 QU0264
 QU0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL716273(NAD 83)
 QU0264_MARKER: I = METAL ROD
 QU0264_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QU0264_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QU0264_STAMPING: B 570 1985
 QU0264_MARK LOGO: NGS   
 QU0264_PROJECTION: FLUSH
 QU0264_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0264+STABILITY: POSITION/ELEVATION WELL
 QU0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0264+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 QU0264_ROD/PIPE-DEPTH: 10.4 meters
 QU0264_SLEEVE-DEPTH  : 8.5 meters
 QU0264
 QU0264  HISTORY     - Date     Condition        Report By
 QU0264  HISTORY     - 1985     MONUMENTED       NGS
 QU0264  HISTORY     - 19950928 GOOD             NGS
 QU0264
 QU0264                          STATION DESCRIPTION
 QU0264
 QU0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0264'6.5 KM (4.05 MI) SOUTH FROM BROADUS.
 QU0264'6.5 KM (4.05 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0264'COURTHOUSE AT BROADUS, IN THE SOUTH CORNER OF THE T JUNCTION OF STATE
 QU0264'HIGHWAY 212, 70.7 METERS (232.0 FT) SOUTHEAST OF THE CENTERLINE OF
 QU0264'HIGHWAY 59, 45.4 METERS (149.0 FT) SOUTHWEST OF THE CENTERLINE OF
 QU0264'HIGHWAY 212, 37.5 M (123.0 FT) WEST OF A FENCE CORNER POST, AND 0.7
 QU0264'METER (2.5 FT) NORTH OF AN OFFSET OF THE RIGHT-OF-WAY FENCE.
 QU0264'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0264'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QU0264'THE MARK IS 1.0 M BELOW HIGHWAY 59.
 QU0264
 QU0264                          STATION RECOVERY (1995)
 QU0264
 QU0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0264'6.5 KM (4.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 212 FROM THE COURTHOUSE
 QU0264'IN BROADUS, 70.7 M (232.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 QU0264'HIGHWAY 59, 45.4 M (148.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 QU0264'37.0 M (121.4 FT) WEST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE
 QU0264'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 QU0264'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD
 QU0264'AND SLEEVE DEPTH ARE UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0278 ***********************************************************************
 QU0278  DESIGNATION -  B 571
 QU0278  PID         -  QU0278
 QU0278  STATE/COUNTY-  MT/POWDER RIVER
 QU0278  USGS QUAD   -  PINE CREEK (1970)
 QU0278
 QU0278                         *CURRENT SURVEY CONTROL
 QU0278  ___________________________________________________________________
 QU0278* NAD 83(1986)-  45 09 50.     (N)    105 20 42.     (W)     SCALED    
 QU0278* NAVD 88     -      1027.264  (meters)    3370.28   (feet)  ADJUSTED  
 QU0278  ___________________________________________________________________
 QU0278  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 QU0278  DYNAMIC HT  -        1027.009 (meters)    3369.45  (feet)  COMP
 QU0278  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 QU0278
 QU0278  VERT ORDER  -  FIRST     CLASS II
 QU0278
 QU0278.The horizontal coordinates were scaled from a topographic map and have
 QU0278.an estimated accuracy of +/- 6 seconds.
 QU0278
 QU0278.The orthometric height was determined by differential leveling
 QU0278.and adjusted by the National Geodetic Survey in June 1991..
 QU0278
 QU0278.The geoid height was determined by GEOID03.
 QU0278
 QU0278.The dynamic height is computed by dividing the NAVD 88
 QU0278.geopotential number by the normal gravity value computed on the
 QU0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0278.degrees latitude (g = 980.6199 gals.).
 QU0278
 QU0278.The modeled gravity was interpolated from observed gravity values.
 QU0278
 QU0278;                    North         East    Units  Estimated Accuracy
 QU0278;SPC MT       -   110,240.      926,490.      MT  (+/- 180 meters Scaled)
 QU0278
 QU0278                          SUPERSEDED SURVEY CONTROL
 QU0278
 QU0278.No superseded survey control is available for this station.
 QU0278
 QU0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL728012(NAD 83)
 QU0278_MARKER: I = METAL ROD
 QU0278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0278_SP_SET: STAINLESS STEEL ROD
 QU0278_STAMPING: B 571 1985
 QU0278_MARK LOGO: NGS   
 QU0278_PROJECTION: FLUSH
 QU0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0278_ROD/PIPE-DEPTH: 6.1  meters
 QU0278
 QU0278  HISTORY     - Date     Condition        Report By
 QU0278  HISTORY     - 1985     MONUMENTED       NGS
 QU0278
 QU0278                          STATION DESCRIPTION
 QU0278
 QU0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0278'7.1 KM (4.4 MI) NORTH FROM BIDDLE.
 QU0278'7.15 KM (4.45 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0278'SCHOOL AT BIDDLE, IN THE EAST CORNER OF THE Y JUNCTION OF A DIRT ROAD
 QU0278'LEADING SOUTHEAST, 0.2 KM (0.1 MI) NORTH OF MILEPOST 12, 31.5 METERS
 QU0278'(103.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 16.5 METERS (54 FT)
 QU0278'NORTHEAST OF THE NORTH CORNER OF A CATTLE GUARD, 10.1 METERS (33 FT)
 QU0278'EAST OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) NORTHWEST OF THE
 QU0278'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QU0278'5-INCH LOGO CAP.
 QU0278'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 QU0278'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1080 ***********************************************************************
 PY1080  DESIGNATION -  B 573
 PY1080  PID         -  PY1080
 PY1080  STATE/COUNTY-  MT/GALLATIN
 PY1080  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY1080
 PY1080                         *CURRENT SURVEY CONTROL
 PY1080  ___________________________________________________________________
 PY1080* NAD 83(1986)-  44 42 58.     (N)    111 06 11.     (W)     SCALED    
 PY1080* NAVD 88     -      1997.662  (meters)    6554.00   (feet)  ADJUSTED  
 PY1080  ___________________________________________________________________
 PY1080  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY1080  DYNAMIC HT  -        1996.540 (meters)    6550.31  (feet)  COMP
 PY1080  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 PY1080
 PY1080  VERT ORDER  -  FIRST     CLASS II
 PY1080
 PY1080.The horizontal coordinates were scaled from a topographic map and have
 PY1080.an estimated accuracy of +/- 6 seconds.
 PY1080
 PY1080.The orthometric height was determined by differential leveling
 PY1080.and adjusted by the National Geodetic Survey in June 1991..
 PY1080
 PY1080.The geoid height was determined by GEOID03.
 PY1080
 PY1080.The dynamic height is computed by dividing the NAVD 88
 PY1080.geopotential number by the normal gravity value computed on the
 PY1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1080.degrees latitude (g = 980.6199 gals.).
 PY1080
 PY1080.The modeled gravity was interpolated from observed gravity values.
 PY1080
 PY1080;                    North         East    Units  Estimated Accuracy
 PY1080;SPC MT       -    53,110.      472,970.      MT  (+/- 180 meters Scaled)
 PY1080
 PY1080                          SUPERSEDED SURVEY CONTROL
 PY1080
 PY1080  NGVD 29 (08/20/92) 1996.411  (m)         6549.89   (f) ADJUSTED    1 2
 PY1080
 PY1080.Superseded values are not recommended for survey control.
 PY1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1080.See file dsdata.txt to determine how the superseded data were derived.
 PY1080
 PY1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ918514(NAD 83)
 PY1080_MARKER: DB = BENCH MARK DISK
 PY1080_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY1080_SP_SET: ABUTMENT
 PY1080_STAMPING: B 573 1987
 PY1080_MARK LOGO: NGS   
 PY1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1080+STABILITY: POSITION/ELEVATION WELL
 PY1080
 PY1080  HISTORY     - Date     Condition        Report By
 PY1080  HISTORY     - 1987     MONUMENTED       NGS
 PY1080
 PY1080                          STATION DESCRIPTION
 PY1080
 PY1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1080'6.0 KM (3.75 MI) NORTH FROM WEST YELLOWSTONE.
 PY1080'6.0 KM (3.75 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION
 PY1080'OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, IN TOP OF AND 0.5 M (1.6 FT)
 PY1080'WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY
 PY1080'BRIDGE SPANNING THE MADISON RIVER, AND 6.9 M (22.6 FT) EAST OF THE
 PY1080'CENTERLINE OF THE HIGHWAY.
 PY1080'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1093 ***********************************************************************
 PY1093  DESIGNATION -  B 574
 PY1093  PID         -  PY1093
 PY1093  STATE/COUNTY-  MT/MADISON
 PY1093  USGS QUAD   -  EARTHQUAKE LAKE (1988)
 PY1093
 PY1093                         *CURRENT SURVEY CONTROL
 PY1093  ___________________________________________________________________
 PY1093* NAD 83(1986)-  44 50 28.     (N)    111 25 25.     (W)     SCALED    
 PY1093* NAVD 88     -      1953.663  (meters)    6409.64   (feet)  ADJUSTED  
 PY1093  ___________________________________________________________________
 PY1093  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PY1093  DYNAMIC HT  -        1952.597 (meters)    6406.15  (feet)  COMP
 PY1093  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 PY1093
 PY1093  VERT ORDER  -  FIRST     CLASS II
 PY1093
 PY1093.The horizontal coordinates were scaled from a topographic map and have
 PY1093.an estimated accuracy of +/- 6 seconds.
 PY1093
 PY1093.The orthometric height was determined by differential leveling
 PY1093.and adjusted by the National Geodetic Survey in June 1991..
 PY1093
 PY1093.The geoid height was determined by GEOID03.
 PY1093
 PY1093.The dynamic height is computed by dividing the NAVD 88
 PY1093.geopotential number by the normal gravity value computed on the
 PY1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1093.degrees latitude (g = 980.6199 gals.).
 PY1093
 PY1093.The modeled gravity was interpolated from observed gravity values.
 PY1093
 PY1093;                    North         East    Units  Estimated Accuracy
 PY1093;SPC MT       -    67,570.      447,910.      MT  (+/- 180 meters Scaled)
 PY1093
 PY1093                          SUPERSEDED SURVEY CONTROL
 PY1093
 PY1093  NGVD 29 (08/20/92) 1952.406  (m)         6405.52   (f) ADJUSTED    1 2
 PY1093
 PY1093.Superseded values are not recommended for survey control.
 PY1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1093.See file dsdata.txt to determine how the superseded data were derived.
 PY1093
 PY1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ665653(NAD 83)
 PY1093_MARKER: I = METAL ROD
 PY1093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1093_SP_SET: STAINLESS STEEL ROD
 PY1093_STAMPING: B 574 1987
 PY1093_MARK LOGO: NGS   
 PY1093_PROJECTION: FLUSH
 PY1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1093_ROD/PIPE-DEPTH: 3.7  meters
 PY1093
 PY1093  HISTORY     - Date     Condition        Report By
 PY1093  HISTORY     - 1987     MONUMENTED       NGS
 PY1093
 PY1093                          STATION DESCRIPTION
 PY1093
 PY1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1093'42.8 KM (26.60 MI) NORTH FROM WEST YELLOWSTONE.
 PY1093'42.8 KM (26.60 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE
 PY1093'JUNCTION OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, AT THE SOUTH END OF
 PY1093'A HIGHWAY PULLOUT, 32.1 M (105.3 FT) NORTHEAST OF THE NORTH END OF A
 PY1093'GUARDRAIL, AND 21.7 M (71.2 FT) EAST OF THE CENTERLINE OF THE
 PY1093'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PY1093'CAP.
 PY1093'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0593 ***********************************************************************
 QX0593  DESIGNATION -  B 575
 QX0593  PID         -  QX0593
 QX0593  STATE/COUNTY-  MT/MADISON
 QX0593  USGS QUAD   -  CAMERON (1988)
 QX0593
 QX0593                         *CURRENT SURVEY CONTROL
 QX0593  ___________________________________________________________________
 QX0593* NAD 83(1986)-  45 08 40.     (N)    111 40 39.     (W)     SCALED    
 QX0593* NAVD 88     -      1677.390  (meters)    5503.24   (feet)  ADJUSTED  
 QX0593  ___________________________________________________________________
 QX0593  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 QX0593  DYNAMIC HT  -        1676.609 (meters)    5500.67  (feet)  COMP
 QX0593  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 QX0593
 QX0593  VERT ORDER  -  FIRST     CLASS II
 QX0593
 QX0593.The horizontal coordinates were scaled from a topographic map and have
 QX0593.an estimated accuracy of +/- 6 seconds.
 QX0593
 QX0593.The orthometric height was determined by differential leveling
 QX0593.and adjusted by the National Geodetic Survey in June 1991..
 QX0593
 QX0593.The geoid height was determined by GEOID03.
 QX0593
 QX0593.The dynamic height is computed by dividing the NAVD 88
 QX0593.geopotential number by the normal gravity value computed on the
 QX0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0593.degrees latitude (g = 980.6199 gals.).
 QX0593
 QX0593.The modeled gravity was interpolated from observed gravity values.
 QX0593
 QX0593;                    North         East    Units  Estimated Accuracy
 QX0593;SPC MT       -   101,800.      428,780.      MT  (+/- 180 meters Scaled)
 QX0593
 QX0593                          SUPERSEDED SURVEY CONTROL
 QX0593
 QX0593  NGVD 29 (08/20/92) 1676.186  (m)         5499.29   (f) ADJUSTED    1 2
 QX0593
 QX0593.Superseded values are not recommended for survey control.
 QX0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0593.See file dsdata.txt to determine how the superseded data were derived.
 QX0593
 QX0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ467992(NAD 83)
 QX0593_MARKER: I = METAL ROD
 QX0593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QX0593+WITH SETTING: INFORMATION.
 QX0593_SP_SET: SHALLOW-SET METAL ROD
 QX0593_STAMPING: B 575 1987
 QX0593_MARK LOGO: NGS   
 QX0593_PROJECTION: FLUSH
 QX0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0593_ROD/PIPE-DEPTH: 1.8  meters
 QX0593
 QX0593  HISTORY     - Date     Condition        Report By
 QX0593  HISTORY     - 1987     MONUMENTED       NGS
 QX0593
 QX0593                          STATION DESCRIPTION
 QX0593
 QX0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0593'6.6 KM (4.10 MI) SOUTH FROM CAMERON.
 QX0593'6.6 KM (4.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0593'OFFICE IN CAMERON, 33.3 M (109.3 FT) EAST OF THE CENTERLINE OF THE
 QX0593'HIGHWAY, 22.4 M (73.5 FT) EAST-SOUTHEAST OF THE SOUTH END OF A METAL
 QX0593'DRAIN PIPE, AND 13.0 M (42.7 FT) SOUTH OF THE CENTER OF A CATTLE
 QX0593'GUARD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QX0593'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 QX0593'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0206 ***********************************************************************
 RT0206  DESIGNATION -  B 58
 RT0206  PID         -  RT0206
 RT0206  STATE/COUNTY-  MT/PRAIRIE
 RT0206  USGS QUAD   -  TERRY (1972)
 RT0206
 RT0206                         *CURRENT SURVEY CONTROL
 RT0206  ___________________________________________________________________
 RT0206* NAD 83(1986)-  46 47 34.     (N)    105 18 41.     (W)     SCALED    
 RT0206* NAVD 88     -       685.670  (meters)    2249.57   (feet)  ADJUSTED  
 RT0206  ___________________________________________________________________
 RT0206  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 RT0206  DYNAMIC HT  -         685.655 (meters)    2249.52  (feet)  COMP
 RT0206  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 RT0206
 RT0206  VERT ORDER  -  FIRST     CLASS II
 RT0206
 RT0206.The horizontal coordinates were scaled from a topographic map and have
 RT0206.an estimated accuracy of +/- 6 seconds.
 RT0206
 RT0206.The orthometric height was determined by differential leveling
 RT0206.and adjusted by the National Geodetic Survey in June 1991..
 RT0206
 RT0206.The geoid height was determined by GEOID03.
 RT0206
 RT0206.The dynamic height is computed by dividing the NAVD 88
 RT0206.geopotential number by the normal gravity value computed on the
 RT0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0206.degrees latitude (g = 980.6199 gals.).
 RT0206
 RT0206.The modeled gravity was interpolated from observed gravity values.
 RT0206
 RT0206;                    North         East    Units  Estimated Accuracy
 RT0206;SPC MT       -   291,100.      919,450.      MT  (+/- 180 meters Scaled)
 RT0206
 RT0206                          SUPERSEDED SURVEY CONTROL
 RT0206
 RT0206  NGVD 29 (??/??/92)  685.128  (m)         2247.79   (f) ADJ UNCH    1 2
 RT0206
 RT0206.Superseded values are not recommended for survey control.
 RT0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0206.See file dsdata.txt to determine how the superseded data were derived.
 RT0206
 RT0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM762821(NAD 83)
 RT0206_MARKER: DB = BENCH MARK DISK
 RT0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0206_SP_SET: BUILDING
 RT0206_STAMPING: B 58 1934
 RT0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0206
 RT0206  HISTORY     - Date     Condition        Report By
 RT0206  HISTORY     - 1934     MONUMENTED       CGS
 RT0206  HISTORY     - 1960     GOOD             NGS
 RT0206
 RT0206                          STATION DESCRIPTION
 RT0206
 RT0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0206'IN TERRY.
 RT0206'ABOUT 200 FEET SOUTH AND ACROSS THE TRACK FROM THE NORTHERN PACIFIC
 RT0206'RAILWAY STATION AT TERRY, THENCE 150 FEET WEST ALONG LAUNDRE AVENUE,
 RT0206'THENCE 1 BLOCK SOUTH ALONG MCDONALD AVENUE, AT THE NORTHWEST CORNER OF
 RT0206'THE INTERSECTION OF SPRING STREET AND MCDONALD AVENUE, SET VERTICALLY
 RT0206'IN THE SOUTH FACE AND 1.4 FEET WEST OF THE SOUTHEAST CORNER OF THE
 RT0206'HAINES MOTOR COMPANY BUILDING, 1 FOOT ABOVE THE SIDEWALK, 43 FEET
 RT0206'NORTH OF THE CENTER LINE OF SPRING STREET, 43 FEET WEST OF THE CENTER
 RT0206'LINE OF MCDONALD AVENUE, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 RT0206'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0127 ***********************************************************************
 SP0127  DESIGNATION -  B 59
 SP0127  PID         -  SP0127
 SP0127  STATE/COUNTY-  MT/DAWSON
 SP0127  USGS QUAD   -  CIRCLE RESERVOIR (1983)
 SP0127
 SP0127                         *CURRENT SURVEY CONTROL
 SP0127  ___________________________________________________________________
 SP0127* NAD 83(1986)-  47 37 00.     (N)    105 08 27.     (W)     SCALED    
 SP0127* NAVD 88     -       722.263  (meters)    2369.62   (feet)  ADJUSTED  
 SP0127  ___________________________________________________________________
 SP0127  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 SP0127  DYNAMIC HT  -         722.298 (meters)    2369.74  (feet)  COMP
 SP0127  MODELED GRAV-     980,636.2   (mgal)                       NAVD 88
 SP0127
 SP0127  VERT ORDER  -  SECOND    CLASS 0
 SP0127
 SP0127.The horizontal coordinates were scaled from a topographic map and have
 SP0127.an estimated accuracy of +/- 6 seconds.
 SP0127
 SP0127.The orthometric height was determined by differential leveling
 SP0127.and adjusted by the National Geodetic Survey in June 1991..
 SP0127
 SP0127.The geoid height was determined by GEOID03.
 SP0127
 SP0127.The dynamic height is computed by dividing the NAVD 88
 SP0127.geopotential number by the normal gravity value computed on the
 SP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0127.degrees latitude (g = 980.6199 gals.).
 SP0127
 SP0127.The modeled gravity was interpolated from observed gravity values.
 SP0127
 SP0127;                    North         East    Units  Estimated Accuracy
 SP0127;SPC MT       -   383,210.      927,360.      MT  (+/- 180 meters Scaled)
 SP0127
 SP0127                          SUPERSEDED SURVEY CONTROL
 SP0127
 SP0127  NGVD 29 (??/??/92)  721.675  (m)         2367.70   (f) ADJ UNCH    2 0
 SP0127
 SP0127.Superseded values are not recommended for survey control.
 SP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0127.See file dsdata.txt to determine how the superseded data were derived.
 SP0127
 SP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN894737(NAD 83)
 SP0127_MARKER: DB = BENCH MARK DISK
 SP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0127_STAMPING: B 59 1934
 SP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0127+STABILITY: SURFACE MOTION
 SP0127
 SP0127  HISTORY     - Date     Condition        Report By
 SP0127  HISTORY     - 1934     MONUMENTED       CGS
 SP0127  HISTORY     - 1977     GOOD             USGS
 SP0127
 SP0127                          STATION DESCRIPTION
 SP0127
 SP0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0127'4.9 MI SW FROM RICHEY.
 SP0127'4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM RICHEY, DAWSON COUNTY,
 SP0127'0.2 MILE NORTHEAST OF A BRIDGE, 39 FEET NORTHWEST OF THE CENTERLINE OF
 SP0127'THE HIGHWAY, AND 6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE. A
 SP0127'STANDARD DISK, STAMPED B 59 1934 AND SET IN THE TOP OF A CONCRETE
 SP0127'POST.
 SP0127
 SP0127                          STATION RECOVERY (1977)
 SP0127
 SP0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0127'RICHEY, 3.6 MI. SW OF ALONG STATE HWY. 200, THENCE .65 MI. N AND W
 SP0127'ALONG TRAIL, 0.2 MI. E OF BRIDGE, 39 FT. N OF CENTER LINE OF TRAIL.
 SP0127'LOCATED IN THE S 1/2 OF SEC. 35 T 22 N R 50 E. A STANDARD DISK
 SP0127'STAMPED E 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0172 ***********************************************************************
 SS0172  DESIGNATION -  B 6 Q
 SS0172  PID         -  SS0172
 SS0172  STATE/COUNTY-  MT/JUDITH BASIN
 SS0172  USGS QUAD   -  MERINO (1978)
 SS0172
 SS0172                         *CURRENT SURVEY CONTROL
 SS0172  ___________________________________________________________________
 SS0172* NAD 83(1986)-  47 08 58.     (N)    110 22 00.     (W)     SCALED    
 SS0172* NAVD 88     -      1399.963  (meters)    4593.05   (feet)  ADJUSTED  
 SS0172  ___________________________________________________________________
 SS0172  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 SS0172  DYNAMIC HT  -        1399.747 (meters)    4592.34  (feet)  COMP
 SS0172  MODELED GRAV-     980,409.1   (mgal)                       NAVD 88
 SS0172
 SS0172  VERT ORDER  -  SECOND    CLASS 0
 SS0172
 SS0172.The horizontal coordinates were scaled from a topographic map and have
 SS0172.an estimated accuracy of +/- 6 seconds.
 SS0172
 SS0172.The orthometric height was determined by differential leveling
 SS0172.and adjusted by the National Geodetic Survey in June 1991..
 SS0172
 SS0172.The geoid height was determined by GEOID03.
 SS0172
 SS0172.The dynamic height is computed by dividing the NAVD 88
 SS0172.geopotential number by the normal gravity value computed on the
 SS0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0172.degrees latitude (g = 980.6199 gals.).
 SS0172
 SS0172.The modeled gravity was interpolated from observed gravity values.
 SS0172
 SS0172;                    North         East    Units  Estimated Accuracy
 SS0172;SPC MT       -   322,550.      534,310.      MT  (+/- 180 meters Scaled)
 SS0172
 SS0172                          SUPERSEDED SURVEY CONTROL
 SS0172
 SS0172  NGVD 29 (??/??/92) 1399.023  (m)         4589.96   (f) ADJ UNCH    2 0
 SS0172
 SS0172.Superseded values are not recommended for survey control.
 SS0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0172.See file dsdata.txt to determine how the superseded data were derived.
 SS0172
 SS0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT480219(NAD 83)
 SS0172_MARKER: DS = TRIANGULATION STATION DISK
 SS0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0172_STAMPING: B 6 Q 1961
 SS0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0172+STABILITY: SURFACE MOTION
 SS0172
 SS0172  HISTORY     - Date     Condition        Report By
 SS0172  HISTORY     - 1961     MONUMENTED       CGS
 SS0172
 SS0172                          STATION DESCRIPTION
 SS0172
 SS0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0172'8.7 MI W FROM STANFORD.
 SS0172'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0172'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0172'230, THENCE 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87, THENCE 2.95
 SS0172'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTHWEST ALONG
 SS0172'A GRAVELED ROAD, IN SECTION 18, T 16 N, R 11 E, ON THE TOP OF A SMALL
 SS0172'KNOLL 350 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 150 FEET WEST
 SS0172'OF THE NORTHWEST END OF A SMALL EARTH DAM, 8 FEET SOUTHWEST OF A
 SS0172'CAIRN, 22.4 FEET SOUTH-SOUTHEAST OF B 6 Q R.M. 1, 26.8 FEET
 SS0172'NORTH-NORTHWEST OF B 6 Q R.M. 2, 5.8 FEET NORTHEAST OF A METAL WITNESS
 SS0172'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0174 ***********************************************************************
 SS0174  DESIGNATION -  B 6 Q RM 1
 SS0174  PID         -  SS0174
 SS0174  STATE/COUNTY-  MT/JUDITH BASIN
 SS0174  USGS QUAD   -  MERINO (1978)
 SS0174
 SS0174                         *CURRENT SURVEY CONTROL
 SS0174  ___________________________________________________________________
 SS0174* NAD 83(1986)-  47 08 58.     (N)    110 22 01.     (W)     SCALED    
 SS0174* NAVD 88     -      1399.010  (meters)    4589.92   (feet)  ADJUSTED  
 SS0174  ___________________________________________________________________
 SS0174  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 SS0174  DYNAMIC HT  -        1398.794 (meters)    4589.21  (feet)  COMP
 SS0174  MODELED GRAV-     980,409.1   (mgal)                       NAVD 88
 SS0174
 SS0174  VERT ORDER  -  SECOND    CLASS 0
 SS0174
 SS0174.The horizontal coordinates were scaled from a topographic map and have
 SS0174.an estimated accuracy of +/- 6 seconds.
 SS0174
 SS0174.The orthometric height was determined by differential leveling
 SS0174.and adjusted by the National Geodetic Survey in June 1991..
 SS0174
 SS0174.The geoid height was determined by GEOID03.
 SS0174
 SS0174.The dynamic height is computed by dividing the NAVD 88
 SS0174.geopotential number by the normal gravity value computed on the
 SS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0174.degrees latitude (g = 980.6199 gals.).
 SS0174
 SS0174.The modeled gravity was interpolated from observed gravity values.
 SS0174
 SS0174;                    North         East    Units  Estimated Accuracy
 SS0174;SPC MT       -   322,550.      534,290.      MT  (+/- 180 meters Scaled)
 SS0174
 SS0174                          SUPERSEDED SURVEY CONTROL
 SS0174
 SS0174  NGVD 29 (??/??/92) 1398.070  (m)         4586.83   (f) ADJ UNCH    2 0
 SS0174
 SS0174.Superseded values are not recommended for survey control.
 SS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0174.See file dsdata.txt to determine how the superseded data were derived.
 SS0174
 SS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT479219(NAD 83)
 SS0174_MARKER: DR = REFERENCE MARK DISK
 SS0174_SETTING: 66 = SET IN ROCK OUTCROP
 SS0174_SP_SET: ROCK
 SS0174_STAMPING: B 6 Q NO 1 1961
 SS0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0174+STABILITY: POSITION/ELEVATION WELL
 SS0174
 SS0174  HISTORY     - Date     Condition        Report By
 SS0174  HISTORY     - 1961     MONUMENTED       CGS
 SS0174
 SS0174                          STATION DESCRIPTION
 SS0174
 SS0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0174'8.7 MI W FROM STANFORD.
 SS0174'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0174'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0174'230, THENCE 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87, THENCE 2.95
 SS0174'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTHWEST ALONG
 SS0174'A GRAVELED ROAD, IN SECTION 18, T 16 N, R 11 E, 164 FEET WEST OF THE
 SS0174'NORTHWEST END OF A SMALL EARTH DAM, 22.4 FEET NORTH-NORTHWEST OF B 6 Q
 SS0174'1961, AND SET IN THE TOP OF A ROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0173 ***********************************************************************
 SS0173  DESIGNATION -  B 6 Q RM 2
 SS0173  PID         -  SS0173
 SS0173  STATE/COUNTY-  MT/JUDITH BASIN
 SS0173  USGS QUAD   -  MERINO (1978)
 SS0173
 SS0173                         *CURRENT SURVEY CONTROL
 SS0173  ___________________________________________________________________
 SS0173* NAD 83(1986)-  47 08 58.     (N)    110 22 01.     (W)     SCALED    
 SS0173* NAVD 88     -      1399.412  (meters)    4591.24   (feet)  ADJUSTED  
 SS0173  ___________________________________________________________________
 SS0173  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 SS0173  DYNAMIC HT  -        1399.196 (meters)    4590.53  (feet)  COMP
 SS0173  MODELED GRAV-     980,409.1   (mgal)                       NAVD 88
 SS0173
 SS0173  VERT ORDER  -  SECOND    CLASS 0
 SS0173
 SS0173.The horizontal coordinates were scaled from a topographic map and have
 SS0173.an estimated accuracy of +/- 6 seconds.
 SS0173
 SS0173.The orthometric height was determined by differential leveling
 SS0173.and adjusted by the National Geodetic Survey in June 1991..
 SS0173
 SS0173.The geoid height was determined by GEOID03.
 SS0173
 SS0173.The dynamic height is computed by dividing the NAVD 88
 SS0173.geopotential number by the normal gravity value computed on the
 SS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0173.degrees latitude (g = 980.6199 gals.).
 SS0173
 SS0173.The modeled gravity was interpolated from observed gravity values.
 SS0173
 SS0173;                    North         East    Units  Estimated Accuracy
 SS0173;SPC MT       -   322,550.      534,290.      MT  (+/- 180 meters Scaled)
 SS0173
 SS0173                          SUPERSEDED SURVEY CONTROL
 SS0173
 SS0173  NGVD 29 (??/??/92) 1398.472  (m)         4588.15   (f) ADJ UNCH    2 0
 SS0173
 SS0173.Superseded values are not recommended for survey control.
 SS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0173.See file dsdata.txt to determine how the superseded data were derived.
 SS0173
 SS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT479219(NAD 83)
 SS0173_MARKER: DR = REFERENCE MARK DISK
 SS0173_SETTING: 66 = SET IN ROCK OUTCROP
 SS0173_SP_SET: ROCK
 SS0173_STAMPING: B 6 Q NO 2 1961
 SS0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0173+STABILITY: POSITION/ELEVATION WELL
 SS0173
 SS0173  HISTORY     - Date     Condition        Report By
 SS0173  HISTORY     - 1961     MONUMENTED       CGS
 SS0173
 SS0173                          STATION DESCRIPTION
 SS0173
 SS0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0173'8.7 MI W FROM STANFORD.
 SS0173'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0173'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0173'230, THENCE 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87, THENCE 2.95
 SS0173'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.4 MILES SOUTHWEST
 SS0173'ALONG A GRAVELED ROAD, IN SECTION 18, T 16 N, R 11 E, 139 FEET WEST OF
 SS0173'THE NORTHWEST END OF A SMALL EARTH DAM, SET IN THE TOP OF A ROCK FLUSH
 SS0173'WITH THE GROUND, 26.8 FEET SOUTH-SOUTHEAST OF B 6 Q 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0176 ***********************************************************************
 SS0176  DESIGNATION -  B 6 R
 SS0176  PID         -  SS0176
 SS0176  STATE/COUNTY-  MT/JUDITH BASIN
 SS0176  USGS QUAD   -  MERINO (1978)
 SS0176
 SS0176                         *CURRENT SURVEY CONTROL
 SS0176  ___________________________________________________________________
 SS0176* NAD 83(1986)-  47 08 53.     (N)    110 22 24.     (W)     SCALED    
 SS0176* NAVD 88     -      1445.848  (meters)    4743.59   (feet)  ADJUSTED  
 SS0176  ___________________________________________________________________
 SS0176  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 SS0176  DYNAMIC HT  -        1445.625 (meters)    4742.85  (feet)  COMP
 SS0176  MODELED GRAV-     980,407.4   (mgal)                       NAVD 88
 SS0176
 SS0176  VERT ORDER  -  SECOND    CLASS 0
 SS0176
 SS0176.The horizontal coordinates were scaled from a topographic map and have
 SS0176.an estimated accuracy of +/- 6 seconds.
 SS0176
 SS0176.The orthometric height was determined by differential leveling
 SS0176.and adjusted by the National Geodetic Survey in June 1991..
 SS0176
 SS0176.The geoid height was determined by GEOID03.
 SS0176
 SS0176.The dynamic height is computed by dividing the NAVD 88
 SS0176.geopotential number by the normal gravity value computed on the
 SS0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0176.degrees latitude (g = 980.6199 gals.).
 SS0176
 SS0176.The modeled gravity was interpolated from observed gravity values.
 SS0176
 SS0176;                    North         East    Units  Estimated Accuracy
 SS0176;SPC MT       -   322,400.      533,800.      MT  (+/- 180 meters Scaled)
 SS0176
 SS0176                          SUPERSEDED SURVEY CONTROL
 SS0176
 SS0176  NGVD 29 (??/??/92) 1444.910  (m)         4740.51   (f) ADJ UNCH    2 0
 SS0176
 SS0176.Superseded values are not recommended for survey control.
 SS0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0176.See file dsdata.txt to determine how the superseded data were derived.
 SS0176
 SS0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT475218(NAD 83)
 SS0176_MARKER: DS = TRIANGULATION STATION DISK
 SS0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0176_STAMPING: B 6 R 1961
 SS0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0176+STABILITY: SURFACE MOTION
 SS0176
 SS0176  HISTORY     - Date     Condition        Report By
 SS0176  HISTORY     - 1961     MONUMENTED       CGS
 SS0176
 SS0176                          STATION DESCRIPTION
 SS0176
 SS0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0176'9.05 MI W FROM STANFORD.
 SS0176'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0176'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0176'230, THENCE 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87, THENCE 2.95
 SS0176'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.45 MILE SOUTHWEST
 SS0176'ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTHWEST ALONG A TRAIL ROAD
 SS0176'AND ACROSS A PASTURE AND TO THE CREST OF A RIDGE, IN SECTION 18, T 16
 SS0176'N, R 11 E, 0.1 MILE SOUTHWEST OF A POWER LINE, 41 1/2 FEET EAST OF A
 SS0176'T-FENCE CORNER, 4 1/2 FEET NORTH OF A FENCE, 34.5 FEET SOUTHWEST OF B
 SS0176'6 R R.M. 1, 77.2 FEET SOUTH-SOUTHEAST OF B 6 R R.M. 2, AND SET IN THE
 SS0176'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0175 ***********************************************************************
 SS0175  DESIGNATION -  B 6 R RM 1
 SS0175  PID         -  SS0175
 SS0175  STATE/COUNTY-  MT/JUDITH BASIN
 SS0175  USGS QUAD   -  MERINO (1978)
 SS0175
 SS0175                         *CURRENT SURVEY CONTROL
 SS0175  ___________________________________________________________________
 SS0175* NAD 83(1986)-  47 08 53.     (N)    110 22 24.     (W)     SCALED    
 SS0175* NAVD 88     -      1444.814  (meters)    4740.19   (feet)  ADJUSTED  
 SS0175  ___________________________________________________________________
 SS0175  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 SS0175  DYNAMIC HT  -        1444.591 (meters)    4739.46  (feet)  COMP
 SS0175  MODELED GRAV-     980,407.4   (mgal)                       NAVD 88
 SS0175
 SS0175  VERT ORDER  -  SECOND    CLASS 0
 SS0175
 SS0175.The horizontal coordinates were scaled from a topographic map and have
 SS0175.an estimated accuracy of +/- 6 seconds.
 SS0175
 SS0175.The orthometric height was determined by differential leveling
 SS0175.and adjusted by the National Geodetic Survey in June 1991..
 SS0175
 SS0175.The geoid height was determined by GEOID03.
 SS0175
 SS0175.The dynamic height is computed by dividing the NAVD 88
 SS0175.geopotential number by the normal gravity value computed on the
 SS0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0175.degrees latitude (g = 980.6199 gals.).
 SS0175
 SS0175.The modeled gravity was interpolated from observed gravity values.
 SS0175
 SS0175;                    North         East    Units  Estimated Accuracy
 SS0175;SPC MT       -   322,400.      533,800.      MT  (+/- 180 meters Scaled)
 SS0175
 SS0175                          SUPERSEDED SURVEY CONTROL
 SS0175
 SS0175  NGVD 29 (??/??/92) 1443.876  (m)         4737.12   (f) ADJ UNCH    2 0
 SS0175
 SS0175.Superseded values are not recommended for survey control.
 SS0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0175.See file dsdata.txt to determine how the superseded data were derived.
 SS0175
 SS0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT475218(NAD 83)
 SS0175_MARKER: DR = REFERENCE MARK DISK
 SS0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0175_STAMPING: B 6 R NO 1 1961
 SS0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0175+STABILITY: SURFACE MOTION
 SS0175
 SS0175  HISTORY     - Date     Condition        Report By
 SS0175  HISTORY     - 1961     MONUMENTED       CGS
 SS0175
 SS0175                          STATION DESCRIPTION
 SS0175
 SS0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0175'9.05 MI W FROM STANFORD.
 SS0175'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0175'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0175'230, THENCE 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87, THENCE 2.95
 SS0175'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.45 MILE SOUTHWEST
 SS0175'ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTHWEST ALONG A TRAIL ROAD
 SS0175'AND ACROSS A PASTURE TO THE CREST OF A RIDGE, IN SECTION 18, T 16 N, R
 SS0175'11 E, 0.1 MILE SOUTHWEST OF A POWER LINE, 26 1/2 FEET NORTH OF A
 SS0175'FENCE, 69 FEET EAST OF A FENCE, 34.5 FEET NORTHEAST OF B 6 R 1961, AND
 SS0175'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0177 ***********************************************************************
 SS0177  DESIGNATION -  B 6 R RM 2
 SS0177  PID         -  SS0177
 SS0177  STATE/COUNTY-  MT/JUDITH BASIN
 SS0177  USGS QUAD   -  MERINO (1978)
 SS0177
 SS0177                         *CURRENT SURVEY CONTROL
 SS0177  ___________________________________________________________________
 SS0177* NAD 83(1986)-  47 08 53.     (N)    110 22 24.     (W)     SCALED    
 SS0177* NAVD 88     -      1446.837  (meters)    4746.83   (feet)  ADJUSTED  
 SS0177  ___________________________________________________________________
 SS0177  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 SS0177  DYNAMIC HT  -        1446.614 (meters)    4746.10  (feet)  COMP
 SS0177  MODELED GRAV-     980,407.4   (mgal)                       NAVD 88
 SS0177
 SS0177  VERT ORDER  -  SECOND    CLASS 0
 SS0177
 SS0177.The horizontal coordinates were scaled from a topographic map and have
 SS0177.an estimated accuracy of +/- 6 seconds.
 SS0177
 SS0177.The orthometric height was determined by differential leveling
 SS0177.and adjusted by the National Geodetic Survey in June 1991..
 SS0177
 SS0177.The geoid height was determined by GEOID03.
 SS0177
 SS0177.The dynamic height is computed by dividing the NAVD 88
 SS0177.geopotential number by the normal gravity value computed on the
 SS0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0177.degrees latitude (g = 980.6199 gals.).
 SS0177
 SS0177.The modeled gravity was interpolated from observed gravity values.
 SS0177
 SS0177;                    North         East    Units  Estimated Accuracy
 SS0177;SPC MT       -   322,400.      533,800.      MT  (+/- 180 meters Scaled)
 SS0177
 SS0177                          SUPERSEDED SURVEY CONTROL
 SS0177
 SS0177  NGVD 29 (??/??/92) 1445.900  (m)         4743.76   (f) ADJ UNCH    2 0
 SS0177
 SS0177.Superseded values are not recommended for survey control.
 SS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0177.See file dsdata.txt to determine how the superseded data were derived.
 SS0177
 SS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT475218(NAD 83)
 SS0177_MARKER: DR = REFERENCE MARK DISK
 SS0177_SETTING: 66 = SET IN ROCK OUTCROP
 SS0177_SP_SET: ROCK
 SS0177_STAMPING: B 6 R NO 2 1961
 SS0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0177+STABILITY: POSITION/ELEVATION WELL
 SS0177
 SS0177  HISTORY     - Date     Condition        Report By
 SS0177  HISTORY     - 1961     MONUMENTED       CGS
 SS0177
 SS0177                          STATION DESCRIPTION
 SS0177
 SS0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0177'9.05 MI W FROM STANFORD.
 SS0177'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0177'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0177'230, THENCE 3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87, THENCE 2.95
 SS0177'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.45 MILE SOUTHWEST
 SS0177'ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTHWEST ALONG A TRAIL ROAD
 SS0177'AND ACROSS A PASTURE TO THE CREST OF A RIDGE, IN SECTION 18, T 16 N, R
 SS0177'11 E, 0.1 MILE SOUTHWEST OF A POWER LINE, SET IN THE TOP OF A ROCK
 SS0177'FLUSH WITH THE GROUND, 80 FEET NORTH OF A FENCE, 23 FEET EAST OF A
 SS0177'FENCE, AND 77.2 FEET NORTH-NORTHWEST OF B 6 R 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0127 ***********************************************************************
 QU0127  DESIGNATION -  B 60
 QU0127  PID         -  QU0127
 QU0127  STATE/COUNTY-  MT/POWDER RIVER
 QU0127  USGS QUAD   -  BIDDLE (1970)
 QU0127
 QU0127                         *CURRENT SURVEY CONTROL
 QU0127  ___________________________________________________________________
 QU0127* NAD 83(1986)-  45 02 23.     (N)    105 22 09.     (W)     SCALED    
 QU0127* NAVD 88     -      1025.303  (meters)    3363.85   (feet)  ADJUSTED  
 QU0127  ___________________________________________________________________
 QU0127  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 QU0127  DYNAMIC HT  -        1025.017 (meters)    3362.91  (feet)  COMP
 QU0127  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 QU0127
 QU0127  VERT ORDER  -  FIRST     CLASS II
 QU0127
 QU0127.The horizontal coordinates were scaled from a topographic map and have
 QU0127.an estimated accuracy of +/- 6 seconds.
 QU0127
 QU0127.The orthometric height was determined by differential leveling
 QU0127.and adjusted by the National Geodetic Survey in June 1991..
 QU0127
 QU0127.The geoid height was determined by GEOID03.
 QU0127
 QU0127.The dynamic height is computed by dividing the NAVD 88
 QU0127.geopotential number by the normal gravity value computed on the
 QU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0127.degrees latitude (g = 980.6199 gals.).
 QU0127
 QU0127.The modeled gravity was interpolated from observed gravity values.
 QU0127
 QU0127;                    North         East    Units  Estimated Accuracy
 QU0127;SPC MT       -    96,360.      925,320.      MT  (+/- 180 meters Scaled)
 QU0127
 QU0127                          SUPERSEDED SURVEY CONTROL
 QU0127
 QU0127  NGVD 29 (??/??/92) 1024.668  (m)         3361.76   (f) ADJ UNCH    1 2
 QU0127
 QU0127.Superseded values are not recommended for survey control.
 QU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0127.See file dsdata.txt to determine how the superseded data were derived.
 QU0127
 QU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK709874(NAD 83)
 QU0127_MARKER: DB = BENCH MARK DISK
 QU0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0127_STAMPING: B-60 1933
 QU0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0127+STABILITY: SURFACE MOTION
 QU0127
 QU0127  HISTORY     - Date     Condition        Report By
 QU0127  HISTORY     - 1933     MONUMENTED       CGS
 QU0127  HISTORY     - 1970     GOOD             USGS
 QU0127
 QU0127                          STATION DESCRIPTION
 QU0127
 QU0127'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QU0127'31.2 MI S FROM BROADUS.
 QU0127'31.2 MILES SOUTH ALONG THE BROADUS-GILLETTE ROAD FROM THE
 QU0127'INTERSECTION OF STATE HWY. 212 AND THE MAIN NORTH-AND-SOUTH
 QU0127'STREET AT BROADUS, POWDER RIVER COUNTY, 5.4 MILES SOUTH OF THE
 QU0127'POST OFFICE AT BIDDLE TO T-RD EAST, 0.4 MILE EAST TO OLD
 QU0127'HWY, THENCE 323 FT N. ALONG OLD FENCE AND 3 FT EAST./ B.M. 54 FT,
 QU0127'WEST OF CENTER OF OLD HWY, A STANDARD DISK, STAMPED B 60 1933
 QU0127'AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QU0127'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0190 ***********************************************************************
 QU0190  DESIGNATION -  B 61
 QU0190  PID         -  QU0190
 QU0190  STATE/COUNTY-  MT/POWDER RIVER
 QU0190  USGS QUAD   -  COALWOOD (1973)
 QU0190
 QU0190                         *CURRENT SURVEY CONTROL
 QU0190  ___________________________________________________________________
 QU0190* NAD 83(1986)-  45 37 35.     (N)    105 33 01.     (W)     SCALED    
 QU0190* NAVD 88     -      1010.243  (meters)    3314.44   (feet)  ADJUSTED  
 QU0190  ___________________________________________________________________
 QU0190  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 QU0190  DYNAMIC HT  -        1010.034 (meters)    3313.75  (feet)  COMP
 QU0190  MODELED GRAV-     980,373.9   (mgal)                       NAVD 88
 QU0190
 QU0190  VERT ORDER  -  FIRST     CLASS II
 QU0190
 QU0190.The horizontal coordinates were scaled from a topographic map and have
 QU0190.an estimated accuracy of +/- 6 seconds.
 QU0190
 QU0190.The orthometric height was determined by differential leveling
 QU0190.and adjusted by the National Geodetic Survey in June 1991..
 QU0190.WARNING-Repeat measurements at this control monument indicate possible
 QU0190.vertical movement.
 QU0190
 QU0190.The geoid height was determined by GEOID03.
 QU0190
 QU0190.The dynamic height is computed by dividing the NAVD 88
 QU0190.geopotential number by the normal gravity value computed on the
 QU0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0190.degrees latitude (g = 980.6199 gals.).
 QU0190
 QU0190.The modeled gravity was interpolated from observed gravity values.
 QU0190
 QU0190;                    North         East    Units  Estimated Accuracy
 QU0190;SPC MT       -   160,730.      907,780.      MT  (+/- 180 meters Scaled)
 QU0190
 QU0190                          SUPERSEDED SURVEY CONTROL
 QU0190
 QU0190  NGVD 29 (??/??/92) 1009.593  (m)         3312.31   (f) ADJ UNCH    1 2
 QU0190
 QU0190.Superseded values are not recommended for survey control.
 QU0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0190.See file dsdata.txt to determine how the superseded data were derived.
 QU0190
 QU0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL571526(NAD 83)
 QU0190_MARKER: DB = BENCH MARK DISK
 QU0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0190_SP_SET: CONCRETE POST
 QU0190_STAMPING: B 61 1933
 QU0190_MARK LOGO: CGS   
 QU0190_PROJECTION: PROJECTING 15 CENTIMETERS
 QU0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0190+STABILITY: SURFACE MOTION
 QU0190
 QU0190  HISTORY     - Date     Condition        Report By
 QU0190  HISTORY     - 1933     MONUMENTED       CGS
 QU0190  HISTORY     - 1953     GOOD             NGS
 QU0190  HISTORY     - 1985     GOOD             NGS
 QU0190
 QU0190                          STATION DESCRIPTION
 QU0190
 QU0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0190'15.5 MI N FROM BROADUS.
 QU0190'15.5 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE INTERSECTION
 QU0190'WITH THE MAIN NORTH-AND-SOUTH STREET AT BROADUS, POWDER RIVER
 QU0190'COUNTY, 5.5 MILES NORTH OF OLIVE, 63 FEET NORTH OF A DOUBLE 36-INCH
 QU0190'CORRUGATED-IRON PIPE CULVERT, AT THE JUNCTION OF A FIELD ROAD
 QU0190'LEADING EAST, 61 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 QU0190'12 FEET SOUTH OF THE CORNER OF A WIRE FENCE.  A STANDARD DISK,
 QU0190'STAMPED B 61 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QU0190'6 INCHES ABOVE GROUND.
 QU0190
 QU0190                          STATION RECOVERY (1985)
 QU0190
 QU0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0190'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 25.65 KM (15.9
 QU0190'MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY COURTHOUSE AT
 QU0190'BROADUS, 9.35 KM (5.8 MI) NORTH OF THE OLIVE POST OFFICE, 0.8 KM (0.5
 QU0190'MI) SOUTH OF MILEPOST 63, 18.1 METERS (59.5 FT) EAST OF THE
 QU0190'CENTERLINE OF THE HIGHWAY, 19.2 METERS (63.0 FT) NORTHEAST OF THE
 QU0190'EAST END OF THE NORTH ONE OF TWO 36 INCH CORRUGATED METAL PIPE
 QU0190'CULVERT, AND 3.6 METERS (12.0 FT) SOUTH OF A FENCE CORNER POST.
 QU0190'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 QU0190'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0268 ***********************************************************************
 RT0268  DESIGNATION -  B 62
 RT0268  PID         -  RT0268
 RT0268  STATE/COUNTY-  MT/CUSTER
 RT0268  USGS QUAD   -  HORSE CREEK (1969)
 RT0268
 RT0268                         *CURRENT SURVEY CONTROL
 RT0268  ___________________________________________________________________
 RT0268* NAD 83(1986)-  46 14 25.     (N)    105 42 41.     (W)     SCALED    
 RT0268* NAVD 88     -       762.585  (meters)    2501.91   (feet)  ADJUSTED  
 RT0268  ___________________________________________________________________
 RT0268  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RT0268  DYNAMIC HT  -         762.504 (meters)    2501.65  (feet)  COMP
 RT0268  MODELED GRAV-     980,484.0   (mgal)                       NAVD 88
 RT0268
 RT0268  VERT ORDER  -  FIRST     CLASS II
 RT0268
 RT0268.The horizontal coordinates were scaled from a topographic map and have
 RT0268.an estimated accuracy of +/- 6 seconds.
 RT0268
 RT0268.The orthometric height was determined by differential leveling
 RT0268.and adjusted by the National Geodetic Survey in June 1991..
 RT0268
 RT0268.The geoid height was determined by GEOID03.
 RT0268
 RT0268.The dynamic height is computed by dividing the NAVD 88
 RT0268.geopotential number by the normal gravity value computed on the
 RT0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0268.degrees latitude (g = 980.6199 gals.).
 RT0268
 RT0268.The modeled gravity was interpolated from observed gravity values.
 RT0268
 RT0268;                    North         East    Units  Estimated Accuracy
 RT0268;SPC MT       -   228,240.      891,940.      MT  (+/- 180 meters Scaled)
 RT0268
 RT0268                          SUPERSEDED SURVEY CONTROL
 RT0268
 RT0268  NGVD 29 (??/??/92)  761.954  (m)         2499.84   (f) ADJ UNCH    1 2
 RT0268
 RT0268.Superseded values are not recommended for survey control.
 RT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0268.See file dsdata.txt to determine how the superseded data were derived.
 RT0268
 RT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM451209(NAD 83)
 RT0268_MARKER: DB = BENCH MARK DISK
 RT0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0268_SP_SET: CONCRETE POST
 RT0268_STAMPING: B 62 1933
 RT0268_MARK LOGO: CGS   
 RT0268_PROJECTION: PROJECTING 15 CENTIMETERS
 RT0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0268+STABILITY: SURFACE MOTION
 RT0268
 RT0268  HISTORY     - Date     Condition        Report By
 RT0268  HISTORY     - 1933     MONUMENTED       CGS
 RT0268  HISTORY     - 1969     GOOD             USGS
 RT0268  HISTORY     - 1985     GOOD             NGS
 RT0268
 RT0268                          STATION DESCRIPTION
 RT0268
 RT0268'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0268'15.0 MI SE FROM MILES CITY.
 RT0268'15.0 MILES S.E. ALONG U.S. HWY 312 FROM POST OFFICE IN MILES CITY,
 RT0268'MONTANA.  1.5 MILES S.E. ALONG U.S. HWY 312 FROM JCT. OF TONGUE RIVER
 RT0268'RD.  49 FT. S. AND 38 FT. W. OF CENTER OF HWY AT TRAIL S.W.  12 FT. S.
 RT0268'OF CENTER OF TRAIL AT WEST R.O.W. FENCE.  SET IN TOP OF CONCRETE POST
 RT0268'PROJECTING 0.4 FT. ABOVE GROUND, STANDARD TABLET STAMPED B-62 1933.
 RT0268
 RT0268                          STATION RECOVERY (1985)
 RT0268
 RT0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RT0268'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 20.2 KM (12.55
 RT0268'MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION OF INTERSTATE
 RT0268'94 AT MILES CITY, 0.6 KM (0.4 MI) NORTHEAST OF MILEPOST 15, 22.3
 RT0268'METERS (73.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.2
 RT0268'METERS (4.0 FT) SOUTHEAST OF THE SOUTHEAST GATE POST FOR A WIRE GATE,
 RT0268'AND 0.9 METER (3.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 RT0268'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RT0268'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0192 ***********************************************************************
 TH0192  DESIGNATION -  B 63
 TH0192  PID         -  TH0192
 TH0192  STATE/COUNTY-  MT/DANIELS
 TH0192  USGS QUAD   -  MADOC (1973)
 TH0192
 TH0192                         *CURRENT SURVEY CONTROL
 TH0192  ___________________________________________________________________
 TH0192* NAD 83(1986)-  48 48 41.     (N)    105 16 28.     (W)     SCALED    
 TH0192* NAVD 88     -       846.333  (meters)    2776.68   (feet)  ADJUSTED  
 TH0192  ___________________________________________________________________
 TH0192  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 TH0192  DYNAMIC HT  -         846.470 (meters)    2777.13  (feet)  COMP
 TH0192  MODELED GRAV-     980,742.3   (mgal)                       NAVD 88
 TH0192
 TH0192  VERT ORDER  -  SECOND    CLASS 0
 TH0192
 TH0192.The horizontal coordinates were scaled from a topographic map and have
 TH0192.an estimated accuracy of +/- 6 seconds.
 TH0192
 TH0192.The orthometric height was determined by differential leveling
 TH0192.and adjusted by the National Geodetic Survey in June 1991..
 TH0192
 TH0192.The geoid height was determined by GEOID03.
 TH0192
 TH0192.The dynamic height is computed by dividing the NAVD 88
 TH0192.geopotential number by the normal gravity value computed on the
 TH0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0192.degrees latitude (g = 980.6199 gals.).
 TH0192
 TH0192.The modeled gravity was interpolated from observed gravity values.
 TH0192
 TH0192;                    North         East    Units  Estimated Accuracy
 TH0192;SPC MT       -   515,260.      910,170.      MT  (+/- 180 meters Scaled)
 TH0192
 TH0192                          SUPERSEDED SURVEY CONTROL
 TH0192
 TH0192  NGVD 29 (??/??/92)  845.725  (m)         2774.68   (f) ADJ UNCH    2 0
 TH0192
 TH0192.Superseded values are not recommended for survey control.
 TH0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0192.See file dsdata.txt to determine how the superseded data were derived.
 TH0192
 TH0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ798065(NAD 83)
 TH0192_MARKER: DB = BENCH MARK DISK
 TH0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0192_STAMPING: B 63 1934
 TH0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0192+STABILITY: SURFACE MOTION
 TH0192
 TH0192  HISTORY     - Date     Condition        Report By
 TH0192  HISTORY     - 1934     MONUMENTED       CGS
 TH0192
 TH0192                          STATION DESCRIPTION
 TH0192
 TH0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0192'0.4 MI E FROM MADOC.
 TH0192'0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM MADOC, DANIELS
 TH0192'COUNTY, 110 YARDS WEST OF MILEPOST 91, 52 FEET SOUTH OF THE CENTERLINE
 TH0192'OF THE TRACK, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 TH0192'DISK, STAMPED B 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0153 ***********************************************************************
 TH0153  DESIGNATION -  B 64
 TH0153  PID         -  TH0153
 TH0153  STATE/COUNTY-  MT/SHERIDAN
 TH0153  USGS QUAD   -  ARCHER (1983)
 TH0153
 TH0153                         *CURRENT SURVEY CONTROL
 TH0153  ___________________________________________________________________
 TH0153* NAD 83(1986)-  48 47 25.     (N)    104 51 45.     (W)     SCALED    
 TH0153* NAVD 88     -       633.861  (meters)    2079.59   (feet)  ADJUSTED  
 TH0153  ___________________________________________________________________
 TH0153  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 TH0153  DYNAMIC HT  -         633.969 (meters)    2079.95  (feet)  COMP
 TH0153  MODELED GRAV-     980,760.1   (mgal)                       NAVD 88
 TH0153
 TH0153  VERT ORDER  -  SECOND    CLASS 0
 TH0153
 TH0153.The horizontal coordinates were scaled from a topographic map and have
 TH0153.an estimated accuracy of +/- 6 seconds.
 TH0153
 TH0153.The orthometric height was determined by differential leveling
 TH0153.and adjusted by the National Geodetic Survey in June 1991..
 TH0153
 TH0153.The geoid height was determined by GEOID03.
 TH0153
 TH0153.The dynamic height is computed by dividing the NAVD 88
 TH0153.geopotential number by the normal gravity value computed on the
 TH0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0153.degrees latitude (g = 980.6199 gals.).
 TH0153
 TH0153.The modeled gravity was interpolated from observed gravity values.
 TH0153
 TH0153;                    North         East    Units  Estimated Accuracy
 TH0153;SPC MT       -   514,630.      940,520.      MT  (+/- 180 meters Scaled)
 TH0153
 TH0153                          SUPERSEDED SURVEY CONTROL
 TH0153
 TH0153  NGVD 29 (??/??/92)  633.317  (m)         2077.81   (f) ADJ UNCH    2 0
 TH0153
 TH0153.Superseded values are not recommended for survey control.
 TH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0153.See file dsdata.txt to determine how the superseded data were derived.
 TH0153
 TH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ100041(NAD 83)
 TH0153_MARKER: DB = BENCH MARK DISK
 TH0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0153_STAMPING: B 64 1934
 TH0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0153+STABILITY: SURFACE MOTION
 TH0153
 TH0153  HISTORY     - Date     Condition        Report By
 TH0153  HISTORY     - 1934     MONUMENTED       CGS
 TH0153  HISTORY     - 1977     POOR             USGS
 TH0153
 TH0153                          STATION DESCRIPTION
 TH0153
 TH0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0153'2.3 MI W FROM ARCHER.
 TH0153'2.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM ARCHER, SHERIDAN
 TH0153'COUNTY, OPPOSITE MILEPOST 70, 44 FEET SOUTH OF THE CENTERLINE OF THE
 TH0153'TRACK, AND 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 TH0153'STAMPED B 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TH0153
 TH0153                          STATION RECOVERY (1977)
 TH0153
 TH0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0153'2.3 MILES WEST ALONG THE BURLINGTON NORTHERN RAILWAY FROM ARCHER,
 TH0153'SHERIDAN COUNTY, OPPOSITE MILEPOST 70, 47 FEET SOUTH OF THE
 TH0153'CENTERLINE OF THE TRACK, AND 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 TH0153'SLIGHTLY TILTED WITH THE CORNERS OF THE CONCRETE POST BROKEN OFF. A
 TH0153'STANDARD DISK, STAMPED B 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0303 ***********************************************************************
 SR0303  DESIGNATION -  B 65
 SR0303  PID         -  SR0303
 SR0303  STATE/COUNTY-  MT/FERGUS
 SR0303  USGS QUAD   -  WOODHAWK HILL (1985)
 SR0303
 SR0303                         *CURRENT SURVEY CONTROL
 SR0303  ___________________________________________________________________
 SR0303* NAD 83(1986)-  47 38 46.     (N)    109 10 26.     (W)     SCALED    
 SR0303* NAVD 88     -       992.216  (meters)    3255.30   (feet)  ADJUSTED  
 SR0303  ___________________________________________________________________
 SR0303  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 SR0303  DYNAMIC HT  -         992.200 (meters)    3255.24  (feet)  COMP
 SR0303  MODELED GRAV-     980,562.0   (mgal)                       NAVD 88
 SR0303
 SR0303  VERT ORDER  -  FIRST     CLASS II
 SR0303
 SR0303.The horizontal coordinates were scaled from a topographic map and have
 SR0303.an estimated accuracy of +/- 6 seconds.
 SR0303
 SR0303.The orthometric height was determined by differential leveling
 SR0303.and adjusted by the National Geodetic Survey in June 1991..
 SR0303
 SR0303.The geoid height was determined by GEOID03.
 SR0303
 SR0303.The dynamic height is computed by dividing the NAVD 88
 SR0303.geopotential number by the normal gravity value computed on the
 SR0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0303.degrees latitude (g = 980.6199 gals.).
 SR0303
 SR0303.The modeled gravity was interpolated from observed gravity values.
 SR0303
 SR0303;                    North         East    Units  Estimated Accuracy
 SR0303;SPC MT       -   377,420.      624,490.      MT  (+/- 180 meters Scaled)
 SR0303
 SR0303                          SUPERSEDED SURVEY CONTROL
 SR0303
 SR0303  NGVD 29 (??/??/92)  991.408  (m)         3252.64   (f) ADJ UNCH    1 2
 SR0303
 SR0303.Superseded values are not recommended for survey control.
 SR0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0303.See file dsdata.txt to determine how the superseded data were derived.
 SR0303
 SR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT371785(NAD 83)
 SR0303_MARKER: DB = BENCH MARK DISK
 SR0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0303_STAMPING: 3252.644 B 65 1933
 SR0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0303+STABILITY: SURFACE MOTION
 SR0303
 SR0303  HISTORY     - Date     Condition        Report By
 SR0303  HISTORY     - 1933     MONUMENTED       CGS
 SR0303  HISTORY     - 1934     GOOD             NGS
 SR0303  HISTORY     - 1979     GOOD             USGS
 SR0303
 SR0303                          STATION DESCRIPTION
 SR0303
 SR0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0303'15.0 MI NE FROM WINIFRED.
 SR0303'15.0 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM WINIFRED, FERGUS
 SR0303'COUNTY, ON A SLIGHT RISE ON THE SOUTH SIDE OF A FLAT 0.3 MILE WIDE,
 SR0303'AND 53 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SR0303'STAMPED 3252.644 B 65 1933 AND SET IN THE TOP OF A CONCRETE POST.
 SR0303
 SR0303                          STATION RECOVERY (1979)
 SR0303
 SR0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0303'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0303'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0303'0.5 MILE NORTH, 1.9 MILES EAST, 1.0 MILE NORTH, 3.95 MILES EAST, 1.0
 SR0303'MILE NORTH, 2.0 MILES EAST AND 3.3 MILES NORTH ALL ALONG A GRAVELED
 SR0303'ROAD. NEAR THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 28
 SR0303'T22N R20E, 0.8 MILE NORTH OF A TRACK ROAD EAST, ABOUT 400 FEET SOUTH
 SR0303'OF SMALL DRAIN CROSSING, 53 FEET EAST OF THE CENTERLINE OF A GRAVELED
 SR0303'ROAD, 2 FEET EAST OF A EAST R.O.W. FENCE. A STANDARD DISK STAMPED
 SR0303'3252.644 B 65 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0005 ***********************************************************************
 SR0005  DESIGNATION -  B 66
 SR0005  PID         -  SR0005
 SR0005  STATE/COUNTY-  MT/PHILLIPS
 SR0005  USGS QUAD   -  BEAR MOUNTAIN (1971)
 SR0005
 SR0005                         *CURRENT SURVEY CONTROL
 SR0005  ___________________________________________________________________
 SR0005* NAD 83(1986)-  47 54 27.     (N)    108 27 09.     (W)     SCALED    
 SR0005* NAVD 88     -      1055.266  (meters)    3462.15   (feet)  ADJUSTED  
 SR0005  ___________________________________________________________________
 SR0005  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SR0005  DYNAMIC HT  -        1055.268 (meters)    3462.16  (feet)  COMP
 SR0005  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 SR0005
 SR0005  VERT ORDER  -  FIRST     CLASS II
 SR0005
 SR0005.The horizontal coordinates were scaled from a topographic map and have
 SR0005.an estimated accuracy of +/- 6 seconds.
 SR0005
 SR0005.The orthometric height was determined by differential leveling
 SR0005.and adjusted by the National Geodetic Survey in June 1991..
 SR0005
 SR0005.The geoid height was determined by GEOID03.
 SR0005
 SR0005.The dynamic height is computed by dividing the NAVD 88
 SR0005.geopotential number by the normal gravity value computed on the
 SR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0005.degrees latitude (g = 980.6199 gals.).
 SR0005
 SR0005.The modeled gravity was interpolated from observed gravity values.
 SR0005
 SR0005;                    North         East    Units  Estimated Accuracy
 SR0005;SPC MT       -   406,940.      678,270.      MT  (+/- 180 meters Scaled)
 SR0005
 SR0005                          SUPERSEDED SURVEY CONTROL
 SR0005
 SR0005  NGVD 29 (??/??/92) 1054.459  (m)         3459.50   (f) ADJ UNCH    1 2
 SR0005
 SR0005.Superseded values are not recommended for survey control.
 SR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0005.See file dsdata.txt to determine how the superseded data were derived.
 SR0005
 SR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU903091(NAD 83)
 SR0005_MARKER: DB = BENCH MARK DISK
 SR0005_SETTING: 80 = SET IN A BOULDER
 SR0005_STAMPING: 3459.504 B 66 1933
 SR0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0005+STABILITY: SURFACE MOTION
 SR0005
 SR0005  HISTORY     - Date     Condition        Report By
 SR0005  HISTORY     - 1933     MONUMENTED       CGS
 SR0005  HISTORY     - 1934     GOOD             NGS
 SR0005
 SR0005                          STATION DESCRIPTION
 SR0005
 SR0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0005'3.8 MI E FROM ZORTMAN.
 SR0005'3.8 MILES EAST ALONG STATE HIGHWAY 19 FROM ZORTMAN, PHILLIPS COUNTY,
 SR0005'ON THE SOUTH SLOPE OF A HILL, 160 FEET NORTH OF THE CENTERLINE OF THE
 SR0005'HIGHWAY, 90 FEET SOUTHWEST OF A CLUMP OF TREES ON A FLAT KNOLL, 60
 SR0005'FEET EAST OF A SMALL DRY WASH, IN THE TOP OF A GRANITE BOULDER, AND
 SR0005'ABOUT 1 FOOT HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED
 SR0005'3459.504 B 66 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0276 ***********************************************************************
 QY0276  DESIGNATION -  B 67
 QY0276  PID         -  QY0276
 QY0276  STATE/COUNTY-  MT/BEAVERHEAD
 QY0276  USGS QUAD   -  WISDOM (1962)
 QY0276
 QY0276                         *CURRENT SURVEY CONTROL
 QY0276  ___________________________________________________________________
 QY0276* NAD 83(1986)-  45 33 36.     (N)    113 27 38.     (W)     SCALED    
 QY0276* NAVD 88     -      1876.626  (meters)    6156.90   (feet)  ADJUSTED  
 QY0276  ___________________________________________________________________
 QY0276  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 QY0276  DYNAMIC HT  -        1875.697 (meters)    6153.85  (feet)  COMP
 QY0276  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 QY0276
 QY0276  VERT ORDER  -  SECOND    CLASS 0
 QY0276
 QY0276.The horizontal coordinates were scaled from a topographic map and have
 QY0276.an estimated accuracy of +/- 6 seconds.
 QY0276
 QY0276.The orthometric height was determined by differential leveling
 QY0276.and adjusted by the National Geodetic Survey in June 1991..
 QY0276
 QY0276.The geoid height was determined by GEOID03.
 QY0276
 QY0276.The dynamic height is computed by dividing the NAVD 88
 QY0276.geopotential number by the normal gravity value computed on the
 QY0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0276.degrees latitude (g = 980.6199 gals.).
 QY0276
 QY0276.The modeled gravity was interpolated from observed gravity values.
 QY0276
 QY0276;                    North         East    Units  Estimated Accuracy
 QY0276;SPC MT       -   153,410.      291,000.      MT  (+/- 180 meters Scaled)
 QY0276
 QY0276                          SUPERSEDED SURVEY CONTROL
 QY0276
 QY0276  NGVD 29 (??/??/92) 1875.292  (m)         6152.52   (f) ADJ UNCH    2 0
 QY0276
 QY0276.Superseded values are not recommended for survey control.
 QY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0276.See file dsdata.txt to determine how the superseded data were derived.
 QY0276
 QY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR079481(NAD 83)
 QY0276_MARKER: DB = BENCH MARK DISK
 QY0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0276_STAMPING: B 67 1934
 QY0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0276+STABILITY: SURFACE MOTION
 QY0276
 QY0276  HISTORY     - Date     Condition        Report By
 QY0276  HISTORY     - 1934     MONUMENTED       CGS
 QY0276  HISTORY     - 1962     MARK NOT FOUND   NGS
 QY0276
 QY0276                          STATION DESCRIPTION
 QY0276
 QY0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0276'4.1 MI S FROM WISDOM.
 QY0276'4.1 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE GILMORE PUBLIC SCHOOL
 QY0276'AT WISDOM, BEAVERHEAD COUNTY, 0.5 MILE SOUTH OF THE JUNCTION OF SUNNY
 QY0276'SLOPE ROAD, 24 FEET SOUTH OF THE END OF A WIRE FENCE AND THE BEGINNING
 QY0276'OF A RAIL FENCE, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1
 QY0276'FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED B 67 1934 AND SET IN
 QY0276'THE TOP OF A CONCRETE POST.
 QY0276
 QY0276                          STATION RECOVERY (1962)
 QY0276
 QY0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QY0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0171 ***********************************************************************
 QY0171  DESIGNATION -  B 68
 QY0171  PID         -  QY0171
 QY0171  STATE/COUNTY-  MT/BEAVERHEAD
 QY0171  USGS QUAD   -  BANNACK (1988)
 QY0171
 QY0171                         *CURRENT SURVEY CONTROL
 QY0171  ___________________________________________________________________
 QY0171* NAD 83(1986)-  45 13 59.     (N)    112 56 16.     (W)     SCALED    
 QY0171* NAVD 88     -      2027.108  (meters)    6650.60   (feet)  ADJUSTED  
 QY0171  ___________________________________________________________________
 QY0171  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 QY0171  DYNAMIC HT  -        2026.119 (meters)    6647.36  (feet)  COMP
 QY0171  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 QY0171
 QY0171  VERT ORDER  -  SECOND    CLASS 0
 QY0171
 QY0171.The horizontal coordinates were scaled from a topographic map and have
 QY0171.an estimated accuracy of +/- 6 seconds.
 QY0171
 QY0171.The orthometric height was determined by differential leveling
 QY0171.and adjusted by the National Geodetic Survey in June 1991..
 QY0171
 QY0171.The geoid height was determined by GEOID03.
 QY0171
 QY0171.The dynamic height is computed by dividing the NAVD 88
 QY0171.geopotential number by the normal gravity value computed on the
 QY0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0171.degrees latitude (g = 980.6199 gals.).
 QY0171
 QY0171.The modeled gravity was interpolated from observed gravity values.
 QY0171
 QY0171;                    North         East    Units  Estimated Accuracy
 QY0171;SPC MT       -   115,190.      330,170.      MT  (+/- 180 meters Scaled)
 QY0171
 QY0171                          SUPERSEDED SURVEY CONTROL
 QY0171
 QY0171  NGVD 29 (??/??/92) 2025.839  (m)         6646.44   (f) ADJ UNCH    2 0
 QY0171
 QY0171.Superseded values are not recommended for survey control.
 QY0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0171.See file dsdata.txt to determine how the superseded data were derived.
 QY0171
 QY0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR478106(NAD 83)
 QY0171_MARKER: DB = BENCH MARK DISK
 QY0171_SETTING: 80 = SET IN A BOULDER
 QY0171_STAMPING: B 68 1934
 QY0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0171+STABILITY: SURFACE MOTION
 QY0171
 QY0171  HISTORY     - Date     Condition        Report By
 QY0171  HISTORY     - 1934     MONUMENTED       CGS
 QY0171
 QY0171                          STATION DESCRIPTION
 QY0171
 QY0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0171'15.8 MI W FROM DILLON.
 QY0171'15.8 MILES WEST ALONG STATE HIGHWAY 36 FROM THE UNION PACIFIC RAILROAD
 QY0171'STATION AT DILLON, BEAVERHEAD COUNTY, 0.6 MILE EAST OF THE EAST
 QY0171'BOUNDARY OF BEAVERHEAD NATIONAL FOREST, IN THE TOP OF THE NORTHWEST
 QY0171'END OF A 25- BY 12- BY 6-FOOT BOULDER, 45 FEET SOUTH OF THE CENTERLINE
 QY0171'OF THE HIGHWAY, AND 1.7 FEET ABOVE THE GROUND.  A STANDARD DISK,
 QY0171'STAMPED B 68 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0442 ***********************************************************************
 RX0442  DESIGNATION -  B 69
 RX0442  PID         -  RX0442
 RX0442  STATE/COUNTY-  MT/DEER LODGE
 RX0442  USGS QUAD   -  ANACONDA NORTH (1996)
 RX0442
 RX0442                         *CURRENT SURVEY CONTROL
 RX0442  ___________________________________________________________________
 RX0442* NAD 83(1986)-  46 07 43.     (N)    112 57 13.     (W)     SCALED    
 RX0442* NAVD 88     -      1609.474  (meters)    5280.42   (feet)  ADJUSTED  
 RX0442  ___________________________________________________________________
 RX0442  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 RX0442  DYNAMIC HT  -        1608.878 (meters)    5278.46  (feet)  COMP
 RX0442  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 RX0442
 RX0442  VERT ORDER  -  SECOND    CLASS 0
 RX0442
 RX0442.The horizontal coordinates were scaled from a topographic map and have
 RX0442.an estimated accuracy of +/- 6 seconds.
 RX0442
 RX0442.The orthometric height was determined by differential leveling
 RX0442.and adjusted by the National Geodetic Survey in June 1991..
 RX0442
 RX0442.The geoid height was determined by GEOID03.
 RX0442
 RX0442.The dynamic height is computed by dividing the NAVD 88
 RX0442.geopotential number by the normal gravity value computed on the
 RX0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0442.degrees latitude (g = 980.6199 gals.).
 RX0442
 RX0442.The modeled gravity was interpolated from observed gravity values.
 RX0442
 RX0442;                    North         East    Units  Estimated Accuracy
 RX0442;SPC MT       -   214,650.      333,310.      MT  (+/- 180 meters Scaled)
 RX0442
 RX0442                          SUPERSEDED SURVEY CONTROL
 RX0442
 RX0442  NGVD 29 (??/??/92) 1608.276  (m)         5276.49   (f) ADJ UNCH    2 0
 RX0442
 RX0442.Superseded values are not recommended for survey control.
 RX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0442.See file dsdata.txt to determine how the superseded data were derived.
 RX0442
 RX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS490101(NAD 83)
 RX0442_MARKER: DB = BENCH MARK DISK
 RX0442_SETTING: 66 = SET IN ROCK OUTCROP
 RX0442_SP_SET: LEDGE
 RX0442_STAMPING: 5276.505 B 69 1934
 RX0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0442+STABILITY: POSITION/ELEVATION WELL
 RX0442
 RX0442  HISTORY     - Date     Condition        Report By
 RX0442  HISTORY     - 1934     MONUMENTED       CGS
 RX0442  HISTORY     - 1935     GOOD             NGS
 RX0442
 RX0442                          STATION DESCRIPTION
 RX0442
 RX0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RX0442'IN ANACONDA.
 RX0442'AT ANACONDA, DEER LODGE COUNTY, AT THE POST OFFICE, 48 FEET WEST OF
 RX0442'THE CENTERLINE OF MAIN STREET, 27 FEET SOUTH OF THE NORTHEAST CORNER
 RX0442'OF THE BUILDING, 10 FEET NORTH OF THE NORTH COLUMN AT THE FRONT
 RX0442'ENTRANCE, IN THE TOP OF THE PROJECTING LEDGE FOR THE STEPS, AND 1 FOOT
 RX0442'EAST OF THE EAST WALL.  A STANDARD DISK, STAMPED 5276.505 B 69 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0188 ***********************************************************************
 SS0188  DESIGNATION -  B 7 O
 SS0188  PID         -  SS0188
 SS0188  STATE/COUNTY-  MT/JUDITH BASIN
 SS0188  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0188
 SS0188                         *CURRENT SURVEY CONTROL
 SS0188  ___________________________________________________________________
 SS0188* NAD 83(1986)-  47 13 40.     (N)    110 27 45.     (W)     SCALED    
 SS0188* NAVD 88     -      1324.651  (meters)    4345.96   (feet)  ADJUSTED  
 SS0188  ___________________________________________________________________
 SS0188  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0188  DYNAMIC HT  -        1324.470 (meters)    4345.37  (feet)  COMP
 SS0188  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 SS0188
 SS0188  VERT ORDER  -  SECOND    CLASS 0
 SS0188
 SS0188.The horizontal coordinates were scaled from a topographic map and have
 SS0188.an estimated accuracy of +/- 6 seconds.
 SS0188
 SS0188.The orthometric height was determined by differential leveling
 SS0188.and adjusted by the National Geodetic Survey in June 1991..
 SS0188
 SS0188.The geoid height was determined by GEOID03.
 SS0188
 SS0188.The dynamic height is computed by dividing the NAVD 88
 SS0188.geopotential number by the normal gravity value computed on the
 SS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0188.degrees latitude (g = 980.6199 gals.).
 SS0188
 SS0188.The modeled gravity was interpolated from observed gravity values.
 SS0188
 SS0188;                    North         East    Units  Estimated Accuracy
 SS0188;SPC MT       -   331,330.      527,150.      MT  (+/- 180 meters Scaled)
 SS0188
 SS0188                          SUPERSEDED SURVEY CONTROL
 SS0188
 SS0188  NGVD 29 (??/??/92) 1323.709  (m)         4342.87   (f) ADJ UNCH    2 0
 SS0188
 SS0188.Superseded values are not recommended for survey control.
 SS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0188.See file dsdata.txt to determine how the superseded data were derived.
 SS0188
 SS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT406306(NAD 83)
 SS0188_MARKER: DS = TRIANGULATION STATION DISK
 SS0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0188_STAMPING: B 7 O 1961
 SS0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0188+STABILITY: SURFACE MOTION
 SS0188
 SS0188  HISTORY     - Date     Condition        Report By
 SS0188  HISTORY     - 1961     MONUMENTED       CGS
 SS0188
 SS0188                          STATION DESCRIPTION
 SS0188
 SS0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0188'3.3 MI SE FROM GEYSER.
 SS0188'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0188'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0188'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 1.0 MILE SOUTH ALONG A
 SS0188'GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A TRAIL ROAD, IN SECTION 16,
 SS0188'T 17 N, R 10 E, 19 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD,
 SS0188'39.4 FEET WEST OF B 7 O RM 1, 50.5 FEET NORTH OF B 7 O R.M. 2, 8 FEET
 SS0188'EAST OF A TELEPHONE POLE, 8 FEET SOUTH OF A FENCE, 4.6 FEET NORTHWEST
 SS0188'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SS0188'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0190 ***********************************************************************
 SS0190  DESIGNATION -  B 7 O RM 1
 SS0190  PID         -  SS0190
 SS0190  STATE/COUNTY-  MT/JUDITH BASIN
 SS0190  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0190
 SS0190                         *CURRENT SURVEY CONTROL
 SS0190  ___________________________________________________________________
 SS0190* NAD 83(1986)-  47 13 40.     (N)    110 27 45.     (W)     SCALED    
 SS0190* NAVD 88     -      1324.667  (meters)    4346.01   (feet)  ADJUSTED  
 SS0190  ___________________________________________________________________
 SS0190  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0190  DYNAMIC HT  -        1324.486 (meters)    4345.42  (feet)  COMP
 SS0190  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 SS0190
 SS0190  VERT ORDER  -  SECOND    CLASS 0
 SS0190
 SS0190.The horizontal coordinates were scaled from a topographic map and have
 SS0190.an estimated accuracy of +/- 6 seconds.
 SS0190
 SS0190.The orthometric height was determined by differential leveling
 SS0190.and adjusted by the National Geodetic Survey in June 1991..
 SS0190
 SS0190.The geoid height was determined by GEOID03.
 SS0190
 SS0190.The dynamic height is computed by dividing the NAVD 88
 SS0190.geopotential number by the normal gravity value computed on the
 SS0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0190.degrees latitude (g = 980.6199 gals.).
 SS0190
 SS0190.The modeled gravity was interpolated from observed gravity values.
 SS0190
 SS0190;                    North         East    Units  Estimated Accuracy
 SS0190;SPC MT       -   331,330.      527,150.      MT  (+/- 180 meters Scaled)
 SS0190
 SS0190                          SUPERSEDED SURVEY CONTROL
 SS0190
 SS0190  NGVD 29 (??/??/92) 1323.726  (m)         4342.92   (f) ADJ UNCH    2 0
 SS0190
 SS0190.Superseded values are not recommended for survey control.
 SS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0190.See file dsdata.txt to determine how the superseded data were derived.
 SS0190
 SS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT406306(NAD 83)
 SS0190_MARKER: DR = REFERENCE MARK DISK
 SS0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0190_STAMPING: B 7 O NO 1 1961
 SS0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0190+STABILITY: SURFACE MOTION
 SS0190
 SS0190  HISTORY     - Date     Condition        Report By
 SS0190  HISTORY     - 1961     MONUMENTED       CGS
 SS0190
 SS0190                          STATION DESCRIPTION
 SS0190
 SS0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0190'3.3 MI SE FROM GEYSER.
 SS0190'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0190'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0190'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 1.0 MILE SOUTH ALONG A
 SS0190'GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A TRAIL ROAD, IN SECTION 16,
 SS0190'T 17 N, R 10 E, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39.4
 SS0190'FEET EAST OF B 7 O 1961, 6 FEET SOUTH OF A FENCE, 81 FEET WEST OF A
 SS0190'TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS0190'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0189 ***********************************************************************
 SS0189  DESIGNATION -  B 7 O RM 2
 SS0189  PID         -  SS0189
 SS0189  STATE/COUNTY-  MT/JUDITH BASIN
 SS0189  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0189
 SS0189                         *CURRENT SURVEY CONTROL
 SS0189  ___________________________________________________________________
 SS0189* NAD 83(1986)-  47 13 40.     (N)    110 27 45.     (W)     SCALED    
 SS0189* NAVD 88     -      1324.982  (meters)    4347.05   (feet)  ADJUSTED  
 SS0189  ___________________________________________________________________
 SS0189  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0189  DYNAMIC HT  -        1324.801 (meters)    4346.45  (feet)  COMP
 SS0189  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 SS0189
 SS0189  VERT ORDER  -  SECOND    CLASS 0
 SS0189
 SS0189.The horizontal coordinates were scaled from a topographic map and have
 SS0189.an estimated accuracy of +/- 6 seconds.
 SS0189
 SS0189.The orthometric height was determined by differential leveling
 SS0189.and adjusted by the National Geodetic Survey in June 1991..
 SS0189
 SS0189.The geoid height was determined by GEOID03.
 SS0189
 SS0189.The dynamic height is computed by dividing the NAVD 88
 SS0189.geopotential number by the normal gravity value computed on the
 SS0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0189.degrees latitude (g = 980.6199 gals.).
 SS0189
 SS0189.The modeled gravity was interpolated from observed gravity values.
 SS0189
 SS0189;                    North         East    Units  Estimated Accuracy
 SS0189;SPC MT       -   331,330.      527,150.      MT  (+/- 180 meters Scaled)
 SS0189
 SS0189                          SUPERSEDED SURVEY CONTROL
 SS0189
 SS0189  NGVD 29 (??/??/92) 1324.040  (m)         4343.95   (f) ADJ UNCH    2 0
 SS0189
 SS0189.Superseded values are not recommended for survey control.
 SS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0189.See file dsdata.txt to determine how the superseded data were derived.
 SS0189
 SS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT406306(NAD 83)
 SS0189_MARKER: DR = REFERENCE MARK DISK
 SS0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0189_STAMPING: B 7 O NO 2 1961
 SS0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0189+STABILITY: SURFACE MOTION
 SS0189
 SS0189  HISTORY     - Date     Condition        Report By
 SS0189  HISTORY     - 1961     MONUMENTED       CGS
 SS0189
 SS0189                          STATION DESCRIPTION
 SS0189
 SS0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0189'3.3 MI SE FROM GEYSER.
 SS0189'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0189'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0189'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 1.0 MILE SOUTH ALONG A
 SS0189'GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A TRAIL ROAD, IN SECTION 21,
 SS0189'T 17 N, R 10 E, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 50.5
 SS0189'FEET SOUTH OF AND ACROSS THE ROAD FROM B 7 O 1961, 51 FEET SOUTH OF
 SS0189'AND ACROSS THE ROAD FROM A TELEPHONE POLE, 1.8 FEET NORTH OF A FENCE,
 SS0189'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0189'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0192 ***********************************************************************
 SS0192  DESIGNATION -  B 7 P
 SS0192  PID         -  SS0192
 SS0192  STATE/COUNTY-  MT/JUDITH BASIN
 SS0192  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0192
 SS0192                         *CURRENT SURVEY CONTROL
 SS0192  ___________________________________________________________________
 SS0192* NAD 83(1986)-  47 13 39.     (N)    110 27 21.     (W)     SCALED    
 SS0192* NAVD 88     -      1323.021  (meters)    4340.61   (feet)  ADJUSTED  
 SS0192  ___________________________________________________________________
 SS0192  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0192  DYNAMIC HT  -        1322.841 (meters)    4340.02  (feet)  COMP
 SS0192  MODELED GRAV-     980,430.5   (mgal)                       NAVD 88
 SS0192
 SS0192  VERT ORDER  -  SECOND    CLASS 0
 SS0192
 SS0192.The horizontal coordinates were scaled from a topographic map and have
 SS0192.an estimated accuracy of +/- 6 seconds.
 SS0192
 SS0192.The orthometric height was determined by differential leveling
 SS0192.and adjusted by the National Geodetic Survey in June 1991..
 SS0192
 SS0192.The geoid height was determined by GEOID03.
 SS0192
 SS0192.The dynamic height is computed by dividing the NAVD 88
 SS0192.geopotential number by the normal gravity value computed on the
 SS0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0192.degrees latitude (g = 980.6199 gals.).
 SS0192
 SS0192.The modeled gravity was interpolated from observed gravity values.
 SS0192
 SS0192;                    North         East    Units  Estimated Accuracy
 SS0192;SPC MT       -   331,300.      527,660.      MT  (+/- 180 meters Scaled)
 SS0192
 SS0192                          SUPERSEDED SURVEY CONTROL
 SS0192
 SS0192  NGVD 29 (??/??/92) 1322.081  (m)         4337.53   (f) ADJ UNCH    2 0
 SS0192
 SS0192.Superseded values are not recommended for survey control.
 SS0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0192.See file dsdata.txt to determine how the superseded data were derived.
 SS0192
 SS0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT411305(NAD 83)
 SS0192_MARKER: DS = TRIANGULATION STATION DISK
 SS0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0192_STAMPING: B 7 P 1961
 SS0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0192+STABILITY: SURFACE MOTION
 SS0192
 SS0192  HISTORY     - Date     Condition        Report By
 SS0192  HISTORY     - 1961     MONUMENTED       CGS
 SS0192
 SS0192                          STATION DESCRIPTION
 SS0192
 SS0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0192'3.6 MI SE FROM GEYSER.
 SS0192'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0192'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0192'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 1.0 MILE SOUTH ALONG A
 SS0192'GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG A TRAIL ROAD, IN SECTION 21,
 SS0192'T 17 N, R 10 E, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 50.7
 SS0192'FEET SOUTH OF B 7 P R.M. 1, 43.6 FEET EAST OF B 7 P R.M. 2, 74 FEET
 SS0192'SOUTHWEST OF AND ACROSS THE ROAD FROM A TELEPHONE POLE, 2.5 FEET NORTH
 SS0192'OF A FENCE, 5.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SS0192'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0193 ***********************************************************************
 SS0193  DESIGNATION -  B 7 P RM 1
 SS0193  PID         -  SS0193
 SS0193  STATE/COUNTY-  MT/JUDITH BASIN
 SS0193  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0193
 SS0193                         *CURRENT SURVEY CONTROL
 SS0193  ___________________________________________________________________
 SS0193* NAD 83(1986)-  47 13 39.     (N)    110 27 21.     (W)     SCALED    
 SS0193* NAVD 88     -      1322.785  (meters)    4339.84   (feet)  ADJUSTED  
 SS0193  ___________________________________________________________________
 SS0193  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0193  DYNAMIC HT  -        1322.605 (meters)    4339.25  (feet)  COMP
 SS0193  MODELED GRAV-     980,430.5   (mgal)                       NAVD 88
 SS0193
 SS0193  VERT ORDER  -  SECOND    CLASS 0
 SS0193
 SS0193.The horizontal coordinates were scaled from a topographic map and have
 SS0193.an estimated accuracy of +/- 6 seconds.
 SS0193
 SS0193.The orthometric height was determined by differential leveling
 SS0193.and adjusted by the National Geodetic Survey in June 1991..
 SS0193
 SS0193.The geoid height was determined by GEOID03.
 SS0193
 SS0193.The dynamic height is computed by dividing the NAVD 88
 SS0193.geopotential number by the normal gravity value computed on the
 SS0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0193.degrees latitude (g = 980.6199 gals.).
 SS0193
 SS0193.The modeled gravity was interpolated from observed gravity values.
 SS0193
 SS0193;                    North         East    Units  Estimated Accuracy
 SS0193;SPC MT       -   331,300.      527,660.      MT  (+/- 180 meters Scaled)
 SS0193
 SS0193                          SUPERSEDED SURVEY CONTROL
 SS0193
 SS0193  NGVD 29 (??/??/92) 1321.846  (m)         4336.76   (f) ADJ UNCH    2 0
 SS0193
 SS0193.Superseded values are not recommended for survey control.
 SS0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0193.See file dsdata.txt to determine how the superseded data were derived.
 SS0193
 SS0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT411305(NAD 83)
 SS0193_MARKER: DR = REFERENCE MARK DISK
 SS0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0193_STAMPING: B 7 P NO 1 1961
 SS0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0193+STABILITY: SURFACE MOTION
 SS0193
 SS0193  HISTORY     - Date     Condition        Report By
 SS0193  HISTORY     - 1961     MONUMENTED       CGS
 SS0193
 SS0193                          STATION DESCRIPTION
 SS0193
 SS0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0193'3.6 MI SE FROM GEYSER.
 SS0193'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0193'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0193'MILE SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 1.0 MILE SOUTH ALONG A
 SS0193'GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG A TRAIL ROAD, IN SECTION 16,
 SS0193'T 17 N, R 10 E, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50.7
 SS0193'FEET NORTH OF AND ACROSS THE ROAD FROM B 7 P 1961, 54 FEET WEST OF A
 SS0193'TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 SS0193'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0191 ***********************************************************************
 SS0191  DESIGNATION -  B 7 P RM 2
 SS0191  PID         -  SS0191
 SS0191  STATE/COUNTY-  MT/JUDITH BASIN
 SS0191  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0191
 SS0191                         *CURRENT SURVEY CONTROL
 SS0191  ___________________________________________________________________
 SS0191* NAD 83(1986)-  47 13 39.     (N)    110 27 21.     (W)     SCALED    
 SS0191* NAVD 88     -      1322.934  (meters)    4340.33   (feet)  ADJUSTED  
 SS0191  ___________________________________________________________________
 SS0191  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0191  DYNAMIC HT  -        1322.754 (meters)    4339.74  (feet)  COMP
 SS0191  MODELED GRAV-     980,430.5   (mgal)                       NAVD 88
 SS0191
 SS0191  VERT ORDER  -  SECOND    CLASS 0
 SS0191
 SS0191.The horizontal coordinates were scaled from a topographic map and have
 SS0191.an estimated accuracy of +/- 6 seconds.
 SS0191
 SS0191.The orthometric height was determined by differential leveling
 SS0191.and adjusted by the National Geodetic Survey in June 1991..
 SS0191
 SS0191.The geoid height was determined by GEOID03.
 SS0191
 SS0191.The dynamic height is computed by dividing the NAVD 88
 SS0191.geopotential number by the normal gravity value computed on the
 SS0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0191.degrees latitude (g = 980.6199 gals.).
 SS0191
 SS0191.The modeled gravity was interpolated from observed gravity values.
 SS0191
 SS0191;                    North         East    Units  Estimated Accuracy
 SS0191;SPC MT       -   331,300.      527,660.      MT  (+/- 180 meters Scaled)
 SS0191
 SS0191                          SUPERSEDED SURVEY CONTROL
 SS0191
 SS0191  NGVD 29 (??/??/92) 1321.994  (m)         4337.24   (f) ADJ UNCH    2 0
 SS0191
 SS0191.Superseded values are not recommended for survey control.
 SS0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0191.See file dsdata.txt to determine how the superseded data were derived.
 SS0191
 SS0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT411305(NAD 83)
 SS0191_MARKER: DR = REFERENCE MARK DISK
 SS0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0191_STAMPING: B 7 P NO 2 1961
 SS0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0191+STABILITY: SURFACE MOTION
 SS0191
 SS0191  HISTORY     - Date     Condition        Report By
 SS0191  HISTORY     - 1961     MONUMENTED       CGS
 SS0191
 SS0191                          STATION DESCRIPTION
 SS0191
 SS0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0191'3.6 MI SE FROM GEYSER.
 SS0191'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0191'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0191'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 1.0 MILE SOUTH ALONG A
 SS0191'GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG A TRAIL ROAD, IN SECTION 21,
 SS0191'T 17 N, R 10 E, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 49 1/2
 SS0191'FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A TELEPHONE POLE, 43.6 FEET
 SS0191'WEST OF B 7 P 1961, 1 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE
 SS0191'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0264 ***********************************************************************
 QY0264  DESIGNATION -  B 70
 QY0264  PID         -  QY0264
 QY0264  STATE/COUNTY-  MT/BEAVERHEAD
 QY0264  USGS QUAD   -  PINE HILL (1962)
 QY0264
 QY0264                         *CURRENT SURVEY CONTROL
 QY0264  ___________________________________________________________________
 QY0264* NAD 83(1986)-  45 46 06.     (N)    113 21 35.     (W)     SCALED    
 QY0264* NAVD 88     -      1807.545  (meters)    5930.25   (feet)  ADJUSTED  
 QY0264  ___________________________________________________________________
 QY0264  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 QY0264  DYNAMIC HT  -        1806.736 (meters)    5927.60  (feet)  COMP
 QY0264  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 QY0264
 QY0264  VERT ORDER  -  SECOND    CLASS 0
 QY0264
 QY0264.The horizontal coordinates were scaled from a topographic map and have
 QY0264.an estimated accuracy of +/- 6 seconds.
 QY0264
 QY0264.The orthometric height was determined by differential leveling
 QY0264.and adjusted by the National Geodetic Survey in June 1991..
 QY0264
 QY0264.The geoid height was determined by GEOID03.
 QY0264
 QY0264.The dynamic height is computed by dividing the NAVD 88
 QY0264.geopotential number by the normal gravity value computed on the
 QY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0264.degrees latitude (g = 980.6199 gals.).
 QY0264
 QY0264.The modeled gravity was interpolated from observed gravity values.
 QY0264
 QY0264;                    North         East    Units  Estimated Accuracy
 QY0264;SPC MT       -   176,130.      300,000.      MT  (+/- 180 meters Scaled)
 QY0264
 QY0264                          SUPERSEDED SURVEY CONTROL
 QY0264
 QY0264  NGVD 29 (??/??/92) 1806.274  (m)         5926.08   (f) ADJ UNCH    2 0
 QY0264
 QY0264.Superseded values are not recommended for survey control.
 QY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0264.See file dsdata.txt to determine how the superseded data were derived.
 QY0264
 QY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR165710(NAD 83)
 QY0264_MARKER: DB = BENCH MARK DISK
 QY0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0264_STAMPING: B 70 1934
 QY0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0264+STABILITY: SURFACE MOTION
 QY0264
 QY0264  HISTORY     - Date     Condition        Report By
 QY0264  HISTORY     - 1934     MONUMENTED       CGS
 QY0264  HISTORY     - 1960     GOOD             USGS
 QY0264
 QY0264                          STATION DESCRIPTION
 QY0264
 QY0264'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0264'10.5 MI SW FROM FISHTRAP.
 QY0264'IN BEAVERHEAD COUNTY, 10.5 MILES SOUTHWEST ALONG STATE HIGHWAY 274
 QY0264'FROM THE POST OFFICE AT FISHTRAP, DEER LODGE COUNTY, 0.1 MILES WEST
 QY0264'THROUGH THE RANCH YARD TO OLD STATE HIGHWAY, 0.6 MILES SOUTH, 800 FEET
 QY0264'NORTH OF THE H.T. HENDRICKS RANCHHOUSE, 270 FEET NORTH OF A CULVERT
 QY0264'UNDER THE OLD HIGHWAY, 27 FEET WEST OF THE CENTERLINE OF THE OLD
 QY0264'HIGHWAY AND 343 FEET WEST OF THE CENTERLINE OF THE NEW HIGHWAY. A
 QY0264'STANDARD DISK STAMPED B 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0389 ***********************************************************************
 QY0389  DESIGNATION -  B 71
 QY0389  PID         -  QY0389
 QY0389  STATE/COUNTY-  MT/RAVALLI
 QY0389  USGS QUAD   -  LOST TRAIL PASS (1994)
 QY0389
 QY0389                         *CURRENT SURVEY CONTROL
 QY0389  ___________________________________________________________________
 QY0389* NAD 83(1986)-  45 42 43.     (N)    113 53 33.     (W)     SCALED    
 QY0389* NAVD 88     -      2135.278  (meters)    7005.49   (feet)  POSTED    
 QY0389  ___________________________________________________________________
 QY0389  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 QY0389  DYNAMIC HT  -        2134.290 (meters)    7002.25  (feet)  COMP
 QY0389  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 QY0389
 QY0389  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0389
 QY0389.The horizontal coordinates were scaled from a topographic map and have
 QY0389.an estimated accuracy of +/- 6 seconds.
 QY0389
 QY0389.The orthometric height was determined by differential leveling
 QY0389.and adjusted by the National Geodetic Survey in 1992..
 QY0389.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0389.rate of 0.0 thru 1.0 mm/km.
 QY0389
 QY0389.The geoid height was determined by GEOID03.
 QY0389
 QY0389.The dynamic height is computed by dividing the NAVD 88
 QY0389.geopotential number by the normal gravity value computed on the
 QY0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0389.degrees latitude (g = 980.6199 gals.).
 QY0389
 QY0389.The modeled gravity was interpolated from observed gravity values.
 QY0389
 QY0389;                    North         East    Units  Estimated Accuracy
 QY0389;SPC MT       -   172,060.      258,280.      MT  (+/- 180 meters Scaled)
 QY0389
 QY0389                          SUPERSEDED SURVEY CONTROL
 QY0389
 QY0389  NGVD 29 (??/??/92) 2133.959  (m)         7001.16   (f) ADJ UNCH    1 2
 QY0389
 QY0389.Superseded values are not recommended for survey control.
 QY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0389.See file dsdata.txt to determine how the superseded data were derived.
 QY0389
 QY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR748661(NAD 83)
 QY0389_MARKER: DB = BENCH MARK DISK
 QY0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0389_STAMPING: 7001.262 B 71 1934
 QY0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0389+STABILITY: SURFACE MOTION
 QY0389
 QY0389  HISTORY     - Date     Condition        Report By
 QY0389  HISTORY     - 1934     MONUMENTED       CGS
 QY0389  HISTORY     - 1935     GOOD             NGS
 QY0389  HISTORY     - 1966     MARK NOT FOUND   USGS
 QY0389
 QY0389                          STATION DESCRIPTION
 QY0389
 QY0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QY0389'13.9 MI S FROM SULA.
 QY0389'13.9 MILES SOUTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 93 FROM THE OLD
 QY0389'POST OFFICE AT SULA, 3.3 MILES SOUTH OF THE CONTINENTAL DIVIDE, 2.5
 QY0389'MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 36, 22 FEET NORTHWEST OF
 QY0389'THE CENTERLINE OF THE HIGHWAY AND 3 FEET NORTH OF A 3-FOOT ROCK PILE
 QY0389'MARKED WITH THE PAINTED LETTERS USBM.  A STANDARD DISK, STAMPED
 QY0389'7001.262 B 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QY0389
 QY0389                          STATION RECOVERY (1966)
 QY0389
 QY0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0098 ***********************************************************************
 RY0098  DESIGNATION -  B 72
 RY0098  PID         -  RY0098
 RY0098  STATE/COUNTY-  MT/RAVALLI
 RY0098  USGS QUAD   -  DARBY (1964)
 RY0098
 RY0098                         *CURRENT SURVEY CONTROL
 RY0098  ___________________________________________________________________
 RY0098* NAD 83(1986)-  46 07 26.     (N)    114 10 38.     (W)     SCALED    
 RY0098* NAVD 88     -      1141.428  (meters)    3744.84   (feet)  ADJUSTED  
 RY0098  ___________________________________________________________________
 RY0098  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 RY0098  DYNAMIC HT  -        1141.115 (meters)    3743.81  (feet)  COMP
 RY0098  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 RY0098
 RY0098  VERT ORDER  -  FIRST     CLASS II
 RY0098
 RY0098.The horizontal coordinates were scaled from a topographic map and have
 RY0098.an estimated accuracy of +/- 6 seconds.
 RY0098
 RY0098.The orthometric height was determined by differential leveling
 RY0098.and adjusted by the National Geodetic Survey in June 1991..
 RY0098
 RY0098.The geoid height was determined by GEOID03.
 RY0098
 RY0098.The dynamic height is computed by dividing the NAVD 88
 RY0098.geopotential number by the normal gravity value computed on the
 RY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0098.degrees latitude (g = 980.6199 gals.).
 RY0098
 RY0098.The modeled gravity was interpolated from observed gravity values.
 RY0098
 RY0098;                    North         East    Units  Estimated Accuracy
 RY0098;SPC MT       -   219,030.      238,890.      MT  (+/- 180 meters Scaled)
 RY0098
 RY0098                          SUPERSEDED SURVEY CONTROL
 RY0098
 RY0098  NGVD 29 (??/??/92) 1140.320  (m)         3741.20   (f) ADJ UNCH    1 2
 RY0098
 RY0098.Superseded values are not recommended for survey control.
 RY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0098.See file dsdata.txt to determine how the superseded data were derived.
 RY0098
 RY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM180116(NAD 83)
 RY0098_MARKER: DB = BENCH MARK DISK
 RY0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0098_SP_SET: RETAINING WALL
 RY0098_STAMPING: B 72 1934 3741.272
 RY0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0098
 RY0098  HISTORY     - Date     Condition        Report By
 RY0098  HISTORY     - 1934     MONUMENTED       CGS
 RY0098  HISTORY     - 1965     GOOD             NGS
 RY0098  HISTORY     - 1986     GOOD             USPSQD
 RY0098
 RY0098                          STATION DESCRIPTION
 RY0098
 RY0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0098'7.4 MI N FROM DARBY.
 RY0098'5.9 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0098'THENCE 1.5 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY, ABOUT 0.5
 RY0098'MILE NORTH OF MILEPOST 57, AT THE NORTH END OF A 100-FEET DEEP ROCK
 RY0098'CUT, IN THE TOP OF A 24-INCH CONCRETE RETAINING WALL PROJECTING ABOUT
 RY0098'3 FEET ABOVE THE GROUND, 6.8 FEET WEST OF THE WEST RAIL, 19.0 FEET
 RY0098'SOUTH OF THE NORTH END OF THE WALL, AND ABOUT 3 FEET HIGHER THAN THE
 RY0098'TRACK.
 RY0098
 RY0098                          STATION RECOVERY (1986)
 RY0098
 RY0098'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0043 ***********************************************************************
 RY0043  DESIGNATION -  B 73
 RY0043  PID         -  RY0043
 RY0043  STATE/COUNTY-  MT/RAVALLI
 RY0043  USGS QUAD   -  FLORENCE (1967)
 RY0043
 RY0043                         *CURRENT SURVEY CONTROL
 RY0043  ___________________________________________________________________
 RY0043* NAD 83(1986)-  46 39 29.     (N)    114 04 25.     (W)     SCALED    
 RY0043* NAVD 88     -       973.362  (meters)    3193.44   (feet)  ADJUSTED  
 RY0043  ___________________________________________________________________
 RY0043  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 RY0043  DYNAMIC HT  -         973.188 (meters)    3192.87  (feet)  COMP
 RY0043  MODELED GRAV-     980,403.2   (mgal)                       NAVD 88
 RY0043
 RY0043  VERT ORDER  -  FIRST     CLASS II
 RY0043
 RY0043.The horizontal coordinates were scaled from a topographic map and have
 RY0043.an estimated accuracy of +/- 6 seconds.
 RY0043
 RY0043.The orthometric height was determined by differential leveling
 RY0043.and adjusted by the National Geodetic Survey in June 1991..
 RY0043
 RY0043.The geoid height was determined by GEOID03.
 RY0043
 RY0043.The dynamic height is computed by dividing the NAVD 88
 RY0043.geopotential number by the normal gravity value computed on the
 RY0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0043.degrees latitude (g = 980.6199 gals.).
 RY0043
 RY0043.The modeled gravity was interpolated from observed gravity values.
 RY0043
 RY0043;                    North         East    Units  Estimated Accuracy
 RY0043;SPC MT       -   277,800.      250,340.      MT  (+/- 180 meters Scaled)
 RY0043
 RY0043                          SUPERSEDED SURVEY CONTROL
 RY0043
 RY0043  NGVD 29 (??/??/92)  972.299  (m)         3189.95   (f) ADJ UNCH    1 2
 RY0043
 RY0043.Superseded values are not recommended for survey control.
 RY0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0043.See file dsdata.txt to determine how the superseded data were derived.
 RY0043
 RY0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM238713(NAD 83)
 RY0043_MARKER: DB = BENCH MARK DISK
 RY0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0043_STAMPING: 3190.033 B 73 1934
 RY0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0043+STABILITY: SURFACE MOTION
 RY0043
 RY0043  HISTORY     - Date     Condition        Report By
 RY0043  HISTORY     - 1934     MONUMENTED       CGS
 RY0043  HISTORY     - 1935     GOOD             NGS
 RY0043
 RY0043                          STATION DESCRIPTION
 RY0043
 RY0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0043'11.2 MI N FROM STEVENSVILLE.
 RY0043'11.2 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RY0043'AT STEVENSVILLE, 0.2 MILE SOUTH OF THE RAVALLI-MISSOULA COUNTY LINE,
 RY0043'36 FEET WEST OF MILEPOST 18, 990 FEET SOUTH OF A GRAVEL-ROAD CROSSING,
 RY0043'AND 120 FEET NORTHWEST OF THE NORTH END OF BRIDGE NO. 18 OVER A CREEK.
 RY0043'A STANDARD DISK, STAMPED 3190.033 B 73 1934 AND SET IN THE TOP OF A
 RY0043'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0452 ***********************************************************************
 RW0452  DESIGNATION -  B 79
 RW0452  PID         -  RW0452
 RW0452  STATE/COUNTY-  MT/BROADWATER
 RW0452  USGS QUAD   -  CANYON FERRY SW (1972)
 RW0452
 RW0452                         *CURRENT SURVEY CONTROL
 RW0452  ___________________________________________________________________
 RW0452* NAD 83(1986)-  46 30 02.     (N)    111 37 53.     (W)     SCALED    
 RW0452* NAVD 88     -      1258.311  (meters)    4128.31   (feet)  ADJUSTED  
 RW0452  ___________________________________________________________________
 RW0452  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 RW0452  DYNAMIC HT  -        1258.022 (meters)    4127.36  (feet)  COMP
 RW0452  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 RW0452
 RW0452  VERT ORDER  -  FIRST     CLASS II
 RW0452
 RW0452.The horizontal coordinates were scaled from a topographic map and have
 RW0452.an estimated accuracy of +/- 6 seconds.
 RW0452
 RW0452.The orthometric height was determined by differential leveling
 RW0452.and adjusted by the National Geodetic Survey in June 1991..
 RW0452
 RW0452.The geoid height was determined by GEOID03.
 RW0452
 RW0452.The dynamic height is computed by dividing the NAVD 88
 RW0452.geopotential number by the normal gravity value computed on the
 RW0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0452.degrees latitude (g = 980.6199 gals.).
 RW0452
 RW0452.The modeled gravity was interpolated from observed gravity values.
 RW0452
 RW0452;                    North         East    Units  Estimated Accuracy
 RW0452;SPC MT       -   252,310.      436,500.      MT  (+/- 180 meters Scaled)
 RW0452
 RW0452                          SUPERSEDED SURVEY CONTROL
 RW0452
 RW0452  NGVD 29 (??/??/92) 1257.297  (m)         4124.98   (f) ADJ UNCH    1 2
 RW0452
 RW0452.Superseded values are not recommended for survey control.
 RW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0452.See file dsdata.txt to determine how the superseded data were derived.
 RW0452
 RW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS515498(NAD 83)
 RW0452_MARKER: DB = BENCH MARK DISK
 RW0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0452_STAMPING: B 79 1934
 RW0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0452+STABILITY: SURFACE MOTION
 RW0452
 RW0452  HISTORY     - Date     Condition        Report By
 RW0452  HISTORY     - 1934     MONUMENTED       CGS
 RW0452  HISTORY     - 1936     GOOD             NGS
 RW0452  HISTORY     - 1972     MARK NOT FOUND   USGS
 RW0452
 RW0452                          STATION DESCRIPTION
 RW0452
 RW0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RW0452'2.2 MI NE FROM WINSTON.
 RW0452'2.2 MILES NORTHEAST ALONG THE WATSON ROAD FROM THE NORTHERN PACIFIC
 RW0452'RAILWAY STATION AT WINSTON, BROADWATER COUNTY, AT A CURVE, 38 FEET
 RW0452'SOUTH OF THE CENTERLINE OF THE ROAD, AT A FENCE CORNER, AND 8 FEET
 RW0452'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED B 79 1934 AND SET IN THE
 RW0452'TOP OF A CONCRETE POST.
 RW0452
 RW0452                          STATION RECOVERY (1972)
 RW0452
 RW0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RW0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0002 ***********************************************************************
 SP0002  DESIGNATION -  B 79
 SP0002  PID         -  SP0002
 SP0002  STATE/COUNTY-  MT/RICHLAND
 SP0002  USGS QUAD   -  SIDNEY (1974)
 SP0002
 SP0002                         *CURRENT SURVEY CONTROL
 SP0002  ___________________________________________________________________
 SP0002* NAD 83(1986)-  47 38 38.     (N)    104 14 29.     (W)     SCALED    
 SP0002* NAVD 88     -       595.881  (meters)    1954.99   (feet)  ADJUSTED  
 SP0002  ___________________________________________________________________
 SP0002  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 SP0002  DYNAMIC HT  -         595.937 (meters)    1955.17  (feet)  COMP
 SP0002  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 SP0002
 SP0002  VERT ORDER  -  SECOND    CLASS 0
 SP0002
 SP0002.The horizontal coordinates were scaled from a topographic map and have
 SP0002.an estimated accuracy of +/- 6 seconds.
 SP0002
 SP0002.The orthometric height was determined by differential leveling
 SP0002.and adjusted by the National Geodetic Survey in June 1991..
 SP0002
 SP0002.The geoid height was determined by GEOID03.
 SP0002
 SP0002.The dynamic height is computed by dividing the NAVD 88
 SP0002.geopotential number by the normal gravity value computed on the
 SP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0002.degrees latitude (g = 980.6199 gals.).
 SP0002
 SP0002.The modeled gravity was interpolated from observed gravity values.
 SP0002
 SP0002;                    North         East    Units  Estimated Accuracy
 SP0002;SPC MT       -   390,370.      994,610.      MT  (+/- 180 meters Scaled)
 SP0002
 SP0002                          SUPERSEDED SURVEY CONTROL
 SP0002
 SP0002  NGVD 29 (??/??/92)  595.348  (m)         1953.24   (f) ADJ UNCH    2 0
 SP0002
 SP0002.Superseded values are not recommended for survey control.
 SP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0002.See file dsdata.txt to determine how the superseded data were derived.
 SP0002
 SP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN569770(NAD 83)
 SP0002_MARKER: DB = BENCH MARK DISK
 SP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0002_STAMPING: B 79 1934
 SP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0002+STABILITY: SURFACE MOTION
 SP0002
 SP0002  HISTORY     - Date     Condition        Report By
 SP0002  HISTORY     - 1934     MONUMENTED       CGS
 SP0002
 SP0002                          STATION DESCRIPTION
 SP0002
 SP0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0002'6.6 MI SW FROM SIDNEY.
 SP0002'6.6 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SP0002'AT SIDNEY, RICHLAND COUNTY, 0.2 MILES NORTHEAST OF MILEPOST 18, 0.1
 SP0002'MILE SOUTHEAST OF A SMALL STEEL HIGHWAY BRIDGE OVER AN IRRIGATION
 SP0002'CANAL, 43 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN LINE
 SP0002'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED B 79 1934 AND SET IN
 SP0002'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0198 ***********************************************************************
 QV0198  DESIGNATION -  B 8
 QV0198  PID         -  QV0198
 QV0198  STATE/COUNTY-  MT/BIG HORN
 QV0198  USGS QUAD   -  WYOLA (1967)
 QV0198
 QV0198                         *CURRENT SURVEY CONTROL
 QV0198  ___________________________________________________________________
 QV0198* NAD 83(1986)-  45 14 00.     (N)    107 23 03.     (W)     SCALED    
 QV0198* NAVD 88     -      1067.994  (meters)    3503.91   (feet)  POSTED    
 QV0198  ___________________________________________________________________
 QV0198  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 QV0198  DYNAMIC HT  -        1067.660 (meters)    3502.81  (feet)  COMP
 QV0198  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 QV0198
 QV0198  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QV0198
 QV0198.The horizontal coordinates were scaled from a topographic map and have
 QV0198.an estimated accuracy of +/- 6 seconds.
 QV0198
 QV0198.The orthometric height was determined by differential leveling
 QV0198.and adjusted by the National Geodetic Survey in 1992..
 QV0198.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QV0198.rate of 0.0 thru 1.0 mm/km.
 QV0198
 QV0198.The geoid height was determined by GEOID03.
 QV0198
 QV0198.The dynamic height is computed by dividing the NAVD 88
 QV0198.geopotential number by the normal gravity value computed on the
 QV0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0198.degrees latitude (g = 980.6199 gals.).
 QV0198
 QV0198.The modeled gravity was interpolated from observed gravity values.
 QV0198
 QV0198;                    North         East    Units  Estimated Accuracy
 QV0198;SPC MT       -   111,540.      766,110.      MT  (+/- 180 meters Scaled)
 QV0198
 QV0198                          SUPERSEDED SURVEY CONTROL
 QV0198
 QV0198.No superseded survey control is available for this station.
 QV0198
 QV0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL128116(NAD 83)
 QV0198_MARKER: B = BOLT
 QV0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0198_SP_SET: ABUTMENT
 QV0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0198
 QV0198  HISTORY     - Date     Condition        Report By
 QV0198  HISTORY     - UNK      MONUMENTED       CGS
 QV0198  HISTORY     - 1957     MARK NOT FOUND   NGS
 QV0198
 QV0198                          STATION DESCRIPTION
 QV0198
 QV0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0198'5.85 MI S FROM LODGE GRASS.
 QV0198'2.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 QV0198'THE STATION AT LITTLE HORN, AT CONCRETE CULVERT 744.39, IN THE CENTER
 QV0198'OF THE COPING AT THE WEST END OF THE SOUTH ABUTMENT, AND 7-1/2 FEET
 QV0198'WEST OF THE CENTERLINE OF THE TRACK.  A COPPER BOLT.  NOTE-- THE
 QV0198'ABUTMENT OF THIS BRIDGE SEEM TO HAVE BEEN BUILT UP AND IT IS PROBABLE
 QV0198'THAT THE MARK WAS COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0383 ***********************************************************************
 SS0383  DESIGNATION -  B 8 M
 SS0383  PID         -  SS0383
 SS0383  STATE/COUNTY-  MT/JUDITH BASIN
 SS0383  USGS QUAD   -  BYRNE CREEK (1995)
 SS0383
 SS0383                         *CURRENT SURVEY CONTROL
 SS0383  ___________________________________________________________________
 SS0383* NAD 83(1986)-  47 15 32.     (N)    110 34 32.     (W)     SCALED    
 SS0383* NAVD 88     -      1294.912  (meters)    4248.39   (feet)  ADJUSTED  
 SS0383  ___________________________________________________________________
 SS0383  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 SS0383  DYNAMIC HT  -        1294.732 (meters)    4247.80  (feet)  COMP
 SS0383  MODELED GRAV-     980,428.8   (mgal)                       NAVD 88
 SS0383
 SS0383  VERT ORDER  -  FIRST     CLASS II
 SS0383
 SS0383.The horizontal coordinates were scaled from a topographic map and have
 SS0383.an estimated accuracy of +/- 6 seconds.
 SS0383
 SS0383.The orthometric height was determined by differential leveling
 SS0383.and adjusted by the National Geodetic Survey in June 1991..
 SS0383
 SS0383.The geoid height was determined by GEOID03.
 SS0383
 SS0383.The dynamic height is computed by dividing the NAVD 88
 SS0383.geopotential number by the normal gravity value computed on the
 SS0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0383.degrees latitude (g = 980.6199 gals.).
 SS0383
 SS0383.The modeled gravity was interpolated from observed gravity values.
 SS0383
 SS0383;                    North         East    Units  Estimated Accuracy
 SS0383;SPC MT       -   334,900.      518,650.      MT  (+/- 180 meters Scaled)
 SS0383
 SS0383                          SUPERSEDED SURVEY CONTROL
 SS0383
 SS0383  NGVD 29 (??/??/92) 1293.955  (m)         4245.25   (f) ADJ UNCH    1 2
 SS0383
 SS0383.Superseded values are not recommended for survey control.
 SS0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0383.See file dsdata.txt to determine how the superseded data were derived.
 SS0383
 SS0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321340(NAD 83)
 SS0383_MARKER: DS = TRIANGULATION STATION DISK
 SS0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0383_STAMPING: B 8 M 1961
 SS0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0383+STABILITY: SURFACE MOTION
 SS0383
 SS0383  HISTORY     - Date     Condition        Report By
 SS0383  HISTORY     - 1961     MONUMENTED       CGS
 SS0383
 SS0383                          STATION DESCRIPTION
 SS0383
 SS0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0383'4.3 MI W FROM GEYSER.
 SS0383'ABOUT 0.35 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0383'RAILWAY STATION AT GEYSER, THENCE 3.8 MILES WEST ALONG U. S. HIGHWAY
 SS0383'87, THENCE 0.15 MILE NORTH ALONG A FENCE, OR 3.35 MILES WEST ALONG THE
 SS0383'GREAT NORTHERN RAILWAY FROM THE STATION AT GEYSER, THENCE ABOUT 1.0
 SS0383'MILE SOUTHWEST ACROSS A CULTIVATED FIELD, ON THE SECTION LINE BETWEEN
 SS0383'SECTIONS 3 AND 4, T 17 N, R 9 E, IN LINE WITH A NORTH-SOUTH FENCE AND
 SS0383'AT THE CENTER OF A WIRE GATE, 25.8 FEET SOUTH OF B 8 M R.M. 2, 25.6
 SS0383'FEET NORTH OF B 8 M R.M. 1, 27.6 FEET SOUTH OF A METAL WITNESS POST,
 SS0383'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0384 ***********************************************************************
 SS0384  DESIGNATION -  B 8 M RM 1
 SS0384  PID         -  SS0384
 SS0384  STATE/COUNTY-  MT/JUDITH BASIN
 SS0384  USGS QUAD   -  BYRNE CREEK (1995)
 SS0384
 SS0384                         *CURRENT SURVEY CONTROL
 SS0384  ___________________________________________________________________
 SS0384* NAD 83(1986)-  47 15 32.     (N)    110 34 32.     (W)     SCALED    
 SS0384* NAVD 88     -      1294.926  (meters)    4248.44   (feet)  ADJUSTED  
 SS0384  ___________________________________________________________________
 SS0384  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 SS0384  DYNAMIC HT  -        1294.746 (meters)    4247.85  (feet)  COMP
 SS0384  MODELED GRAV-     980,428.8   (mgal)                       NAVD 88
 SS0384
 SS0384  VERT ORDER  -  FIRST     CLASS II
 SS0384
 SS0384.The horizontal coordinates were scaled from a topographic map and have
 SS0384.an estimated accuracy of +/- 6 seconds.
 SS0384
 SS0384.The orthometric height was determined by differential leveling
 SS0384.and adjusted by the National Geodetic Survey in June 1991..
 SS0384
 SS0384.The geoid height was determined by GEOID03.
 SS0384
 SS0384.The dynamic height is computed by dividing the NAVD 88
 SS0384.geopotential number by the normal gravity value computed on the
 SS0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0384.degrees latitude (g = 980.6199 gals.).
 SS0384
 SS0384.The modeled gravity was interpolated from observed gravity values.
 SS0384
 SS0384;                    North         East    Units  Estimated Accuracy
 SS0384;SPC MT       -   334,900.      518,650.      MT  (+/- 180 meters Scaled)
 SS0384
 SS0384                          SUPERSEDED SURVEY CONTROL
 SS0384
 SS0384  NGVD 29 (??/??/92) 1293.969  (m)         4245.30   (f) ADJ UNCH    1 2
 SS0384
 SS0384.Superseded values are not recommended for survey control.
 SS0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0384.See file dsdata.txt to determine how the superseded data were derived.
 SS0384
 SS0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321340(NAD 83)
 SS0384_MARKER: DR = REFERENCE MARK DISK
 SS0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0384_STAMPING: B 8 M NO 1 1961
 SS0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0384+STABILITY: SURFACE MOTION
 SS0384
 SS0384  HISTORY     - Date     Condition        Report By
 SS0384  HISTORY     - 1961     MONUMENTED       CGS
 SS0384
 SS0384                          STATION DESCRIPTION
 SS0384
 SS0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0384'4.3 MI W FROM GEYSER.
 SS0384'0.35 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0384'STATION AT GEYSER, THENCE 3.8 MILES WEST ALONG U. S. HIGHWAY 87,
 SS0384'THENCE 0.15 MILE NORTH ALONG A FENCE, OR 3.35 MILES WEST ALONG THE
 SS0384'GREAT NORTHERN RAILWAY FROM THE STATION AT GEYSER, THENCE ABOUT 1.0
 SS0384'MILE SOUTHWEST ACROSS A CULTIVATED FIELD, ON THE SECTION LINE BETWEEN
 SS0384'SECTIONS 3 AND 4, T 17 N, R 9 E, 25 1/2 FEET SOUTH OF THE CENTER OF A
 SS0384'WIRE GATE, 25.6 FEET SOUTH OF B 8 M 1961, 1 FOOT WEST OF A FENCE, AND
 SS0384'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0382 ***********************************************************************
 SS0382  DESIGNATION -  B 8 M RM 2
 SS0382  PID         -  SS0382
 SS0382  STATE/COUNTY-  MT/JUDITH BASIN
 SS0382  USGS QUAD   -  BYRNE CREEK (1995)
 SS0382
 SS0382                         *CURRENT SURVEY CONTROL
 SS0382  ___________________________________________________________________
 SS0382* NAD 83(1986)-  47 15 32.     (N)    110 34 32.     (W)     SCALED    
 SS0382* NAVD 88     -      1294.835  (meters)    4248.14   (feet)  ADJUSTED  
 SS0382  ___________________________________________________________________
 SS0382  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 SS0382  DYNAMIC HT  -        1294.655 (meters)    4247.55  (feet)  COMP
 SS0382  MODELED GRAV-     980,428.8   (mgal)                       NAVD 88
 SS0382
 SS0382  VERT ORDER  -  FIRST     CLASS II
 SS0382
 SS0382.The horizontal coordinates were scaled from a topographic map and have
 SS0382.an estimated accuracy of +/- 6 seconds.
 SS0382
 SS0382.The orthometric height was determined by differential leveling
 SS0382.and adjusted by the National Geodetic Survey in June 1991..
 SS0382
 SS0382.The geoid height was determined by GEOID03.
 SS0382
 SS0382.The dynamic height is computed by dividing the NAVD 88
 SS0382.geopotential number by the normal gravity value computed on the
 SS0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0382.degrees latitude (g = 980.6199 gals.).
 SS0382
 SS0382.The modeled gravity was interpolated from observed gravity values.
 SS0382
 SS0382;                    North         East    Units  Estimated Accuracy
 SS0382;SPC MT       -   334,900.      518,650.      MT  (+/- 180 meters Scaled)
 SS0382
 SS0382                          SUPERSEDED SURVEY CONTROL
 SS0382
 SS0382  NGVD 29 (??/??/92) 1293.878  (m)         4245.00   (f) ADJ UNCH    1 2
 SS0382
 SS0382.Superseded values are not recommended for survey control.
 SS0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0382.See file dsdata.txt to determine how the superseded data were derived.
 SS0382
 SS0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321340(NAD 83)
 SS0382_MARKER: DR = REFERENCE MARK DISK
 SS0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0382_STAMPING: B 8 M NO 2 1961
 SS0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0382+STABILITY: SURFACE MOTION
 SS0382
 SS0382  HISTORY     - Date     Condition        Report By
 SS0382  HISTORY     - 1961     MONUMENTED       CGS
 SS0382
 SS0382                          STATION DESCRIPTION
 SS0382
 SS0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0382'4.3 MI W FROM GEYSER.
 SS0382'ABOUT 0.35 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0382'RAILWAY STATION AT GEYSER, THENCE 3.8 MILES WEST ALONG U. S. HIGHWAY
 SS0382'87, THENCE 0.15 MILE NORTH ALONG A FENCE, OR 3.35 MILES WEST ALONG THE
 SS0382'GREAT NORTHERN RAILWAY FROM THE STATION AT GEYSER, THENCE ABOUT 1.0
 SS0382'MILE SOUTHWEST ACROSS A CULTIVATED FIELD, ON THE SECTION LINE BETWEEN
 SS0382'SECTIONS 3 AND 4, T 17 N, R 9 E, 26 FEET NORTH OF THE CENTER OF A WIRE
 SS0382'GATE, 25.8 FEET NORTH OF B 8 M 1961, 1 FOOT WEST OF A FENCE, 1.9 FEET
 SS0382'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SS0382'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0386 ***********************************************************************
 SS0386  DESIGNATION -  B 8 N
 SS0386  PID         -  SS0386
 SS0386  STATE/COUNTY-  MT/JUDITH BASIN
 SS0386  USGS QUAD   -  BYRNE CREEK (1995)
 SS0386
 SS0386                         *CURRENT SURVEY CONTROL
 SS0386  ___________________________________________________________________
 SS0386* NAD 83(1986)-  47 15 07.     (N)    110 34 31.     (W)     SCALED    
 SS0386* NAVD 88     -      1320.666  (meters)    4332.89   (feet)  ADJUSTED  
 SS0386  ___________________________________________________________________
 SS0386  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 SS0386  DYNAMIC HT  -        1320.481 (meters)    4332.28  (feet)  COMP
 SS0386  MODELED GRAV-     980,426.7   (mgal)                       NAVD 88
 SS0386
 SS0386  VERT ORDER  -  FIRST     CLASS II
 SS0386
 SS0386.The horizontal coordinates were scaled from a topographic map and have
 SS0386.an estimated accuracy of +/- 6 seconds.
 SS0386
 SS0386.The orthometric height was determined by differential leveling
 SS0386.and adjusted by the National Geodetic Survey in June 1991..
 SS0386
 SS0386.The geoid height was determined by GEOID03.
 SS0386
 SS0386.The dynamic height is computed by dividing the NAVD 88
 SS0386.geopotential number by the normal gravity value computed on the
 SS0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0386.degrees latitude (g = 980.6199 gals.).
 SS0386
 SS0386.The modeled gravity was interpolated from observed gravity values.
 SS0386
 SS0386;                    North         East    Units  Estimated Accuracy
 SS0386;SPC MT       -   334,130.      518,660.      MT  (+/- 180 meters Scaled)
 SS0386
 SS0386                          SUPERSEDED SURVEY CONTROL
 SS0386
 SS0386  NGVD 29 (??/??/92) 1319.710  (m)         4329.75   (f) ADJ UNCH    1 2
 SS0386
 SS0386.Superseded values are not recommended for survey control.
 SS0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0386.See file dsdata.txt to determine how the superseded data were derived.
 SS0386
 SS0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321332(NAD 83)
 SS0386_MARKER: DS = TRIANGULATION STATION DISK
 SS0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0386_STAMPING: B 8 N 1961
 SS0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0386+STABILITY: SURFACE MOTION
 SS0386
 SS0386  HISTORY     - Date     Condition        Report By
 SS0386  HISTORY     - 1961     MONUMENTED       CGS
 SS0386
 SS0386                          STATION DESCRIPTION
 SS0386
 SS0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0386'4.5 MI W FROM GEYSER.
 SS0386'ABOUT 0.35 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0386'RAILWAY STATION AT GEYSER, THENCE 3.8 MILES WEST ALONG U. S. HIGHWAY
 SS0386'87, THENCE 0.35 MILE SOUTH ALONG A TRACK ROAD, IN SECTION 9, T 17 N, R
 SS0386'9 E, 48 FEET NORTH OF A TELEPHONE POLE, 10 FEET EAST OF THE CENTER
 SS0386'LINE OF THE TRACK ROAD, 1 FOOT WEST OF A FENCE, 29.8 FEET SOUTH OF B 8
 SS0386'N R.M. 2, 27.6 FEET NORTH OF B 8 N R.M. 1, 3.7 FEET SOUTH OF A METAL
 SS0386'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SS0386'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0387 ***********************************************************************
 SS0387  DESIGNATION -  B 8 N RM 1
 SS0387  PID         -  SS0387
 SS0387  STATE/COUNTY-  MT/JUDITH BASIN
 SS0387  USGS QUAD   -  BYRNE CREEK (1995)
 SS0387
 SS0387                         *CURRENT SURVEY CONTROL
 SS0387  ___________________________________________________________________
 SS0387* NAD 83(1986)-  47 15 07.     (N)    110 34 31.     (W)     SCALED    
 SS0387* NAVD 88     -      1320.757  (meters)    4333.18   (feet)  ADJUSTED  
 SS0387  ___________________________________________________________________
 SS0387  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 SS0387  DYNAMIC HT  -        1320.572 (meters)    4332.58  (feet)  COMP
 SS0387  MODELED GRAV-     980,426.7   (mgal)                       NAVD 88
 SS0387
 SS0387  VERT ORDER  -  FIRST     CLASS II
 SS0387
 SS0387.The horizontal coordinates were scaled from a topographic map and have
 SS0387.an estimated accuracy of +/- 6 seconds.
 SS0387
 SS0387.The orthometric height was determined by differential leveling
 SS0387.and adjusted by the National Geodetic Survey in June 1991..
 SS0387
 SS0387.The geoid height was determined by GEOID03.
 SS0387
 SS0387.The dynamic height is computed by dividing the NAVD 88
 SS0387.geopotential number by the normal gravity value computed on the
 SS0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0387.degrees latitude (g = 980.6199 gals.).
 SS0387
 SS0387.The modeled gravity was interpolated from observed gravity values.
 SS0387
 SS0387;                    North         East    Units  Estimated Accuracy
 SS0387;SPC MT       -   334,130.      518,660.      MT  (+/- 180 meters Scaled)
 SS0387
 SS0387                          SUPERSEDED SURVEY CONTROL
 SS0387
 SS0387  NGVD 29 (??/??/92) 1319.801  (m)         4330.05   (f) ADJ UNCH    1 2
 SS0387
 SS0387.Superseded values are not recommended for survey control.
 SS0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0387.See file dsdata.txt to determine how the superseded data were derived.
 SS0387
 SS0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321332(NAD 83)
 SS0387_MARKER: DR = REFERENCE MARK DISK
 SS0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0387_STAMPING: B 8 N NO 1 1961
 SS0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0387+STABILITY: SURFACE MOTION
 SS0387
 SS0387  HISTORY     - Date     Condition        Report By
 SS0387  HISTORY     - 1961     MONUMENTED       CGS
 SS0387
 SS0387                          STATION DESCRIPTION
 SS0387
 SS0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0387'4.5 MI W FROM GEYSER.
 SS0387'ABOUT 0.35 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0387'RAILWAY STATION AT GEYSER, THENCE 3.8 MILES WEST ALONG U. S. HIGHWAY
 SS0387'87, THENCE 0.35 MILE SOUTH ALONG A TRACK ROAD, IN SECTION 9, T 17 N, R
 SS0387'9 E, 21 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 10 FEET EAST OF THE
 SS0387'CENTER LINE OF THE TRACK ROAD, 1 FOOT WEST OF A FENCE, 27.6 SOUTH OF B
 SS0387'8 N 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0385 ***********************************************************************
 SS0385  DESIGNATION -  B 8 N RM 2
 SS0385  PID         -  SS0385
 SS0385  STATE/COUNTY-  MT/JUDITH BASIN
 SS0385  USGS QUAD   -  BYRNE CREEK (1995)
 SS0385
 SS0385                         *CURRENT SURVEY CONTROL
 SS0385  ___________________________________________________________________
 SS0385* NAD 83(1986)-  47 15 07.     (N)    110 34 31.     (W)     SCALED    
 SS0385* NAVD 88     -      1320.631  (meters)    4332.77   (feet)  ADJUSTED  
 SS0385  ___________________________________________________________________
 SS0385  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 SS0385  DYNAMIC HT  -        1320.447 (meters)    4332.17  (feet)  COMP
 SS0385  MODELED GRAV-     980,426.7   (mgal)                       NAVD 88
 SS0385
 SS0385  VERT ORDER  -  FIRST     CLASS II
 SS0385
 SS0385.The horizontal coordinates were scaled from a topographic map and have
 SS0385.an estimated accuracy of +/- 6 seconds.
 SS0385
 SS0385.The orthometric height was determined by differential leveling
 SS0385.and adjusted by the National Geodetic Survey in June 1991..
 SS0385
 SS0385.The geoid height was determined by GEOID03.
 SS0385
 SS0385.The dynamic height is computed by dividing the NAVD 88
 SS0385.geopotential number by the normal gravity value computed on the
 SS0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0385.degrees latitude (g = 980.6199 gals.).
 SS0385
 SS0385.The modeled gravity was interpolated from observed gravity values.
 SS0385
 SS0385;                    North         East    Units  Estimated Accuracy
 SS0385;SPC MT       -   334,130.      518,660.      MT  (+/- 180 meters Scaled)
 SS0385
 SS0385                          SUPERSEDED SURVEY CONTROL
 SS0385
 SS0385  NGVD 29 (??/??/92) 1319.675  (m)         4329.63   (f) ADJ UNCH    1 2
 SS0385
 SS0385.Superseded values are not recommended for survey control.
 SS0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0385.See file dsdata.txt to determine how the superseded data were derived.
 SS0385
 SS0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321332(NAD 83)
 SS0385_MARKER: DR = REFERENCE MARK DISK
 SS0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0385_STAMPING: B 8 N NO 2 1961
 SS0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0385+STABILITY: SURFACE MOTION
 SS0385
 SS0385  HISTORY     - Date     Condition        Report By
 SS0385  HISTORY     - 1961     MONUMENTED       CGS
 SS0385
 SS0385                          STATION DESCRIPTION
 SS0385
 SS0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0385'4.5 MI W FROM GEYSER.
 SS0385'ABOUT 0.35 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0385'RAILWAY STATION AT GEYSER, THENCE 3.8 MILES WEST ALONG U. S. HIGHWAY
 SS0385'87, THENCE 0.35 MILE SOUTH ALONG A TRACK ROAD, IN SECTION 9, T 17 N, R
 SS0385'9 E, 10 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 1 FOOT WEST OF
 SS0385'A FENCE, 29.8 FEET NORTH OF B 8 N 1961, AND SET IN THE TOP OF A
 SS0385'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0112 ***********************************************************************
 SP0112  DESIGNATION -  B 80
 SP0112  PID         -  SP0112
 SP0112  STATE/COUNTY-  MT/RICHLAND
 SP0112  USGS QUAD   -  ELMDALE NW (1983)
 SP0112
 SP0112                         *CURRENT SURVEY CONTROL
 SP0112  ___________________________________________________________________
 SP0112* NAD 83(1986)-  47 54 40.     (N)    104 53 37.     (W)     SCALED    
 SP0112* NAVD 88     -       735.478  (meters)    2412.98   (feet)  ADJUSTED  
 SP0112  ___________________________________________________________________
 SP0112  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 SP0112  DYNAMIC HT  -         735.540 (meters)    2413.18  (feet)  COMP
 SP0112  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 SP0112
 SP0112  VERT ORDER  -  SECOND    CLASS 0
 SP0112
 SP0112.The horizontal coordinates were scaled from a topographic map and have
 SP0112.an estimated accuracy of +/- 6 seconds.
 SP0112
 SP0112.The orthometric height was determined by differential leveling
 SP0112.and adjusted by the National Geodetic Survey in June 1991..
 SP0112
 SP0112.The geoid height was determined by GEOID03.
 SP0112
 SP0112.The dynamic height is computed by dividing the NAVD 88
 SP0112.geopotential number by the normal gravity value computed on the
 SP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0112.degrees latitude (g = 980.6199 gals.).
 SP0112
 SP0112.The modeled gravity was interpolated from observed gravity values.
 SP0112
 SP0112;                    North         East    Units  Estimated Accuracy
 SP0112;SPC MT       -   416,940.      943,980.      MT  (+/- 180 meters Scaled)
 SP0112
 SP0112                          SUPERSEDED SURVEY CONTROL
 SP0112
 SP0112  NGVD 29 (??/??/92)  734.906  (m)         2411.10   (f) ADJ UNCH    2 0
 SP0112
 SP0112.Superseded values are not recommended for survey control.
 SP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0112.See file dsdata.txt to determine how the superseded data were derived.
 SP0112
 SP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP079064(NAD 83)
 SP0112_MARKER: DB = BENCH MARK DISK
 SP0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0112_STAMPING: B-80 1934
 SP0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0112+STABILITY: SURFACE MOTION
 SP0112
 SP0112  HISTORY     - Date     Condition        Report By
 SP0112  HISTORY     - 1934     MONUMENTED       CGS
 SP0112  HISTORY     - 1977     GOOD             USGS
 SP0112
 SP0112                          STATION DESCRIPTION
 SP0112
 SP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0112'14.4 MI N FROM LANE.
 SP0112'ABOUT 14.4 MILES NORTH ALONG THE ROAD LEADING TO BROCKTON FROM LANE,
 SP0112'RICHLAND COUNTY, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD
 SP0112'LEADING EAST, AT THE JUNCTION OF A ROAD LEADING WEST, 44 FEET EAST OF
 SP0112'THE CENTER LINE OF THE LANE-BROCKTON ROAD, AND 12 FEET EAST OF A FENCE
 SP0112'CORNER.  A STANDARD DISK, STAMPED B 80 1934 AND SET IN THE TOP OF A
 SP0112'CONCRETE POST.
 SP0112
 SP0112                          STATION RECOVERY (1977)
 SP0112
 SP0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0112'ELMDALE COMMUNITY HALL, FIVE MILES WEST OF. NEAR SE CORNER SECTION
 SP0112'17, T- 25-N, R-53-E. ABOUT 70 FEET EAST OF CENTERLINE ROAD AT FENCE
 SP0112'WEST. ABOUT 300 FEET WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0197 ***********************************************************************
 RW0197  DESIGNATION -  B 80 RESET
 RW0197  PID         -  RW0197
 RW0197  STATE/COUNTY-  MT/MEAGHER
 RW0197  USGS QUAD   -  HANSON RESERVOIR (1971)
 RW0197
 RW0197                         *CURRENT SURVEY CONTROL
 RW0197  ___________________________________________________________________
 RW0197* NAD 83(1999)-  46 35 31.30201(N)    111 02 30.54583(W)     ADJUSTED  
 RW0197* NAVD 88     -      1472.72   (meters)    4831.7    (feet)  RESET     
 RW0197  ___________________________________________________________________
 RW0197  X           -  -1,576,854.647 (meters)                     COMP
 RW0197  Y           -  -4,098,902.379 (meters)                     COMP
 RW0197  Z           -   4,611,777.769 (meters)                     COMP
 RW0197  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 RW0197  ELLIP HEIGHT-        1461.06  (meters)          (04/26/01) GPS OBS
 RW0197  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 RW0197
 RW0197  HORZ ORDER  -  B
 RW0197  VERT ORDER  -  THIRD
 RW0197  ELLP ORDER  -  FOURTH    CLASS I
 RW0197
 RW0197.The horizontal coordinates were established by GPS observations
 RW0197.and adjusted by the National Geodetic Survey in April 2001..
 RW0197.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RW0197.DATUM ITEM on the data sheet items page.
 RW0197
 RW0197.The orthometric height was computed from unverified reset data.
 RW0197
 RW0197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RW0197
 RW0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0197
 RW0197.The ellipsoidal height was determined by GPS observations
 RW0197.and is referenced to NAD 83.
 RW0197
 RW0197.The geoid height was determined by GEOID03.
 RW0197
 RW0197;                    North         East     Units Scale Factor Converg.
 RW0197;SPC MT       -   261,413.807   481,922.094   MT  0.99941941   -1 07 40.2
 RW0197;SPC MT       -   857,656.85  1,581,109.23   iFT  0.99941941   -1 07 40.2
 RW0197;UTM  12      - 5,159,830.171   496,796.622   MT  0.99960013   -0 01 49.4
 RW0197
 RW0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0197!SPC MT       -   0.99977102  x   0.99941941  =   0.99919056
 RW0197!UTM  12      -   0.99977102  x   0.99960013  =   0.99937124
 RW0197
 RW0197                          SUPERSEDED SURVEY CONTROL
 RW0197
 RW0197  NAD 83(1992)-  46 35 31.30096(N)    111 02 30.54525(W) AD(       ) B
 RW0197  ELLIP H (06/21/95) 1461.13   (m)                       GP(       ) 4 1
 RW0197  NAVD 88 (04/23/04) 1472.72   (m)         4831.7    (f) LEVELING    3  
 RW0197
 RW0197.Superseded values are not recommended for survey control.
 RW0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0197.See file dsdata.txt to determine how the superseded data were derived.
 RW0197
 RW0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS9679759830(NAD 83)
 RW0197_MARKER: DB = BENCH MARK DISK
 RW0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0197_STAMPING: B 80 RESET 1962
 RW0197_MARK LOGO: CGS   
 RW0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0197+STABILITY: SURFACE MOTION
 RW0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0197+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 RW0197
 RW0197  HISTORY     - Date     Condition        Report By
 RW0197  HISTORY     - 1962     MONUMENTED       MTDOT
 RW0197  HISTORY     - 19941207 GOOD             MTDOT
 RW0197  HISTORY     - 19951216 GOOD             MTDOT
 RW0197  HISTORY     - 19970215 GOOD             MTDOT
 RW0197  HISTORY     - 20030829 GOOD             MTDOT
 RW0197
 RW0197                          STATION DESCRIPTION
 RW0197
 RW0197'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1962
 RW0197'8.0 MI NW FROM WHITE SULPHUR SPRINGS.
 RW0197'8.0 MILES NORTHWEST ALONG THE FORT LOGAN ROAD FROM WHITE SULPHUR
 RW0197'SPRINGS, MEAGHER COUNTY, 150 FEET NORTHEAST OF AN OLD GRAVEL PIT ON
 RW0197'THE SOUTH SIDE OF THE ROAD, AND 78 FEET NORTH OF THE CENTERLINE OF THE
 RW0197'ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 RW0197
 RW0197                          STATION RECOVERY (1994)
 RW0197
 RW0197'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 RW0197'THE MARK WAS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES A NEW
 RW0197'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM)
 RW0197'WEST-NORTHWEST OF WHITE SULPHUR SPRINGS, ALONG THE RIGHT OF WAY OF
 RW0197'STATE HIGHWAY 360 (FORT LOGAN ROAD) AND AT A T-JUNCTION OF A FENCE. TO
 RW0197'REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 12 AND 89 AND STATE HIGHWAY
 RW0197'360, IN WHITE SULPHUR SPRINGS, GO WESTERLY ON STATE HIGHWAY 360 (FORT
 RW0197'LOGAN ROAD) FOR 7.4 MI (11.9 KM) TO MILEPOST 7.  CONTINUE WEST ALONG
 RW0197'STATE HIGHWAY 360 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 RW0197'THE STATION MARK IS A COAST AND GEODETIC SURVEY BENCH MARK DISK SET BY
 RW0197'THE MONTANA HIGHWAY DEPARTMENT AND IS FLUSH WITH THE GROUND.  IT IS
 RW0197'78.0 FT (23.8 M) NORTH OF THE CENTER OF THE ROAD, 2.0 FT (0.6 M)
 RW0197'SOUTHEAST OF A CARSONITE WITNESS POST, 1.5 FT (0.5 M) SOUTH OF A FENCE
 RW0197'AND 0.8 FT (24.4 CM) SOUTH OF A METAL WITNESS POST WITH THE SIGN
 RW0197'MISSING.
 RW0197
 RW0197                          STATION RECOVERY (1995)
 RW0197
 RW0197'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RW0197'RECOVERED AS DESCRIBED.
 RW0197
 RW0197                          STATION RECOVERY (1997)
 RW0197
 RW0197'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 RW0197'RECOVERED AS DESCRIBED.
 RW0197
 RW0197                          STATION RECOVERY (2003)
 RW0197
 RW0197'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (CS)
 RW0197'RECOVERED IN GOOD CONDITION.  DESCRIPTION CHANGES SLIGHTLY.
 RW0197'THE STATION IS LOCATED ABOUT 8.4 MILES WEST-NORTHWEST OF
 RW0197'WHITE SULPHUR SPRINGS, ALONG THE RIGHT OF WAY OF STATE HIGHWAY 360
 RW0197'(FORT LOGAN ROAD) BETWEEN TWO FIELD APPROACHES.  TO REACH FROM THE
 RW0197'JUNCTION OF U.S. HIGHWAYS 12 AND 89 AND STATE HIGHWAY 360, IN WHITE
 RW0197'SULPHUR SPRINGS, GO WESTERLY ON STATE HIGHWAY 360 (FORT LOGAN ROAD)
 RW0197'FOR 8.0 MILES TO MILEPOST 8. CONTINUE WEST ALONG STATE HIGHWAY 360 FOR
 RW0197'0.2 MILES TO THE SURVEY STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0483 ***********************************************************************
 RX0483  DESIGNATION -  B 81
 RX0483  PID         -  RX0483
 RX0483  STATE/COUNTY-  MT/POWELL
 RX0483  USGS QUAD   -  MOOSE CREEK (1968)
 RX0483
 RX0483                         *CURRENT SURVEY CONTROL
 RX0483  ___________________________________________________________________
 RX0483* NAD 83(1986)-  46 55 48.     (N)    112 51 41.     (W)     SCALED    
 RX0483* NAVD 88     -      1364.145  (meters)    4475.53   (feet)  ADJUSTED  
 RX0483  ___________________________________________________________________
 RX0483  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0483  DYNAMIC HT  -        1363.879 (meters)    4474.66  (feet)  COMP
 RX0483  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 RX0483
 RX0483  VERT ORDER  -  SECOND    CLASS 0
 RX0483
 RX0483.The horizontal coordinates were scaled from a topographic map and have
 RX0483.an estimated accuracy of +/- 6 seconds.
 RX0483
 RX0483.The orthometric height was determined by differential leveling
 RX0483.and adjusted by the National Geodetic Survey in June 1991..
 RX0483
 RX0483.The geoid height was determined by GEOID03.
 RX0483
 RX0483.The dynamic height is computed by dividing the NAVD 88
 RX0483.geopotential number by the normal gravity value computed on the
 RX0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0483.degrees latitude (g = 980.6199 gals.).
 RX0483
 RX0483.The modeled gravity was interpolated from observed gravity values.
 RX0483
 RX0483;                    North         East    Units  Estimated Accuracy
 RX0483;SPC MT       -   303,290.      344,250.      MT  (+/- 180 meters Scaled)
 RX0483
 RX0483                          SUPERSEDED SURVEY CONTROL
 RX0483
 RX0483  NGVD 29 (??/??/92) 1363.047  (m)         4471.93   (f) ADJ UNCH    2 0
 RX0483
 RX0483.Superseded values are not recommended for survey control.
 RX0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0483.See file dsdata.txt to determine how the superseded data were derived.
 RX0483
 RX0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS583990(NAD 83)
 RX0483_MARKER: DB = BENCH MARK DISK
 RX0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0483_STAMPING: B 81 1934
 RX0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0483+STABILITY: SURFACE MOTION
 RX0483
 RX0483  HISTORY     - Date     Condition        Report By
 RX0483  HISTORY     - 1934     MONUMENTED       CGS
 RX0483  HISTORY     - 1968     GOOD             USGS
 RX0483
 RX0483                          STATION DESCRIPTION
 RX0483
 RX0483'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 RX0483'10.5 MI W FROM LINCOLN.
 RX0483'IN POWELL COUNTY, 10.5 MILES WEST ALONG STATE HIGHWAY 220 FROM
 RX0483'LINCOLN, LEWIS AND CLARK COUNTY, AT A CURVE, 400 FEET N.W. OF PRESENT
 RX0483'HIGHWAY 70 FEET S.W. OF OLD HIGHWAY, BETWEEN 28 INCH CEDAR TREES.
 RX0483'STANDARD DISK STAMPED B 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0204 ***********************************************************************
 RW0204  DESIGNATION -  B 82
 RW0204  PID         -  RW0204
 RW0204  STATE/COUNTY-  MT/BROADWATER
 RW0204  USGS QUAD   -  LOMBARD (1986)
 RW0204
 RW0204                         *CURRENT SURVEY CONTROL
 RW0204  ___________________________________________________________________
 RW0204* NAD 83(1986)-  46 07 29.     (N)    111 23 38.     (W)     SCALED    
 RW0204* NAVD 88     -      1204.100  (meters)    3950.45   (feet)  ADJUSTED  
 RW0204  ___________________________________________________________________
 RW0204  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 RW0204  DYNAMIC HT  -        1203.783 (meters)    3949.41  (feet)  COMP
 RW0204  MODELED GRAV-     980,310.8   (mgal)                       NAVD 88
 RW0204
 RW0204  VERT ORDER  -  SECOND    CLASS 0
 RW0204
 RW0204.The horizontal coordinates were scaled from a topographic map and have
 RW0204.an estimated accuracy of +/- 6 seconds.
 RW0204
 RW0204.The orthometric height was determined by differential leveling
 RW0204.and adjusted by the National Geodetic Survey in June 1991..
 RW0204
 RW0204.The geoid height was determined by GEOID03.
 RW0204
 RW0204.The dynamic height is computed by dividing the NAVD 88
 RW0204.geopotential number by the normal gravity value computed on the
 RW0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0204.degrees latitude (g = 980.6199 gals.).
 RW0204
 RW0204.The modeled gravity was interpolated from observed gravity values.
 RW0204
 RW0204;                    North         East    Units  Estimated Accuracy
 RW0204;SPC MT       -   210,100.      453,710.      MT  (+/- 180 meters Scaled)
 RW0204
 RW0204                          SUPERSEDED SURVEY CONTROL
 RW0204
 RW0204  NGVD 29 (??/??/92) 1203.129  (m)         3947.27   (f) ADJ UNCH    2 0
 RW0204
 RW0204.Superseded values are not recommended for survey control.
 RW0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0204.See file dsdata.txt to determine how the superseded data were derived.
 RW0204
 RW0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS695079(NAD 83)
 RW0204_MARKER: DB = BENCH MARK DISK
 RW0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0204_SP_SET: BRIDGE
 RW0204_STAMPING: B 82 1934
 RW0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0204
 RW0204  HISTORY     - Date     Condition        Report By
 RW0204  HISTORY     - 1934     MONUMENTED       CGS
 RW0204  HISTORY     - 1982     MARK NOT FOUND   USGS
 RW0204
 RW0204                          STATION DESCRIPTION
 RW0204
 RW0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0204'5.1 MI NW FROM LOMBARD.
 RW0204'5.1 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM LOMBARD,
 RW0204'BROADWATER COUNTY, AT MILEPOST 190, AT A CONCRETE BRIDGE, IN THE TOP
 RW0204'OF THE SOUTHWEST CORNER, AND 6 FEET WEST OF THE CENTERLINE OF THE
 RW0204'TRACK.  A STANDARD DISK, STAMPED B 82 1934.
 RW0204
 RW0204                          STATION RECOVERY (1982)
 RW0204
 RW0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RW0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0087 ***********************************************************************
 SQ0087  DESIGNATION -  B 83
 SQ0087  PID         -  SQ0087
 SQ0087  STATE/COUNTY-  MT/GARFIELD
 SQ0087  USGS QUAD   -  COAL CREEK (1967)
 SQ0087
 SQ0087                         *CURRENT SURVEY CONTROL
 SQ0087  ___________________________________________________________________
 SQ0087* NAD 83(1986)-  47 15 22.     (N)    106 17 55.     (W)     SCALED    
 SQ0087* NAVD 88     -       735.835  (meters)    2414.15   (feet)  ADJUSTED  
 SQ0087  ___________________________________________________________________
 SQ0087  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SQ0087  DYNAMIC HT  -         735.837 (meters)    2414.16  (feet)  COMP
 SQ0087  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 SQ0087
 SQ0087  VERT ORDER  -  SECOND    CLASS 0
 SQ0087
 SQ0087.The horizontal coordinates were scaled from a topographic map and have
 SQ0087.an estimated accuracy of +/- 6 seconds.
 SQ0087
 SQ0087.The orthometric height was determined by differential leveling
 SQ0087.and adjusted by the National Geodetic Survey in June 1991..
 SQ0087
 SQ0087.The geoid height was determined by GEOID03.
 SQ0087
 SQ0087.The dynamic height is computed by dividing the NAVD 88
 SQ0087.geopotential number by the normal gravity value computed on the
 SQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0087.degrees latitude (g = 980.6199 gals.).
 SQ0087
 SQ0087.The modeled gravity was interpolated from observed gravity values.
 SQ0087
 SQ0087;                    North         East    Units  Estimated Accuracy
 SQ0087;SPC MT       -   338,980.      842,110.      MT  (+/- 180 meters Scaled)
 SQ0087
 SQ0087                          SUPERSEDED SURVEY CONTROL
 SQ0087
 SQ0087  NGVD 29 (??/??/92)  735.204  (m)         2412.08   (f) ADJ UNCH    2 0
 SQ0087
 SQ0087.Superseded values are not recommended for survey control.
 SQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0087.See file dsdata.txt to determine how the superseded data were derived.
 SQ0087
 SQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN017344(NAD 83)
 SQ0087_MARKER: DB = BENCH MARK DISK
 SQ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0087_STAMPING: B 83 1934
 SQ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0087+STABILITY: SURFACE MOTION
 SQ0087
 SQ0087  HISTORY     - Date     Condition        Report By
 SQ0087  HISTORY     - 1934     MONUMENTED       CGS
 SQ0087  HISTORY     - 1960     GOOD             NGS
 SQ0087
 SQ0087                          STATION DESCRIPTION
 SQ0087
 SQ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SQ0087'34.4 MI SE FROM JORDAN.
 SQ0087'26.8 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT JORDAN,
 SQ0087'THENCE 7.6 MILES SOUTH-SOUTHEAST ALONG A GRADED DIRT ROAD, 0.55 MILES
 SQ0087'NORTHWEST OF THE WHITESIDE RANCH HOUSE, ABOUT 0.5 MILE SOUTHWEST OF
 SQ0087'TWO LONE COTTONWOOD TREES AND A LARGE SAND DUNE ALONG LITTLE DRY
 SQ0087'CREEK, IN SECTION 1, T 17 N, R 42 E, 59 FEET NORTHEAST OF THE CENTER
 SQ0087'LINE OF THE ROAD, 280 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 SQ0087'WITH A TRACK ROAD LEADING NORTH, 99 FEET NORTHEAST OF AND ACROSS THE
 SQ0087'ROAD FROM A FENCE, 128 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD,
 SQ0087'2.0 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 SQ0087'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0247 ***********************************************************************
 SP0247  DESIGNATION -  B 84
 SP0247  PID         -  SP0247
 SP0247  STATE/COUNTY-  MT/MCCONE
 SP0247  USGS QUAD   -  LONE PINE SCHOOL (1983)
 SP0247
 SP0247                         *CURRENT SURVEY CONTROL
 SP0247  ___________________________________________________________________
 SP0247* NAD 83(1986)-  47 49 08.     (N)    105 30 45.     (W)     SCALED    
 SP0247* NAVD 88     -       739.793  (meters)    2427.14   (feet)  ADJUSTED  
 SP0247  ___________________________________________________________________
 SP0247  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 SP0247  DYNAMIC HT  -         739.843 (meters)    2427.30  (feet)  COMP
 SP0247  MODELED GRAV-     980,655.4   (mgal)                       NAVD 88
 SP0247
 SP0247  VERT ORDER  -  SECOND    CLASS 0
 SP0247
 SP0247.The horizontal coordinates were scaled from a topographic map and have
 SP0247.an estimated accuracy of +/- 6 seconds.
 SP0247
 SP0247.The orthometric height was determined by differential leveling
 SP0247.and adjusted by the National Geodetic Survey in June 1991..
 SP0247
 SP0247.The geoid height was determined by GEOID03.
 SP0247
 SP0247.The dynamic height is computed by dividing the NAVD 88
 SP0247.geopotential number by the normal gravity value computed on the
 SP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0247.degrees latitude (g = 980.6199 gals.).
 SP0247
 SP0247.The modeled gravity was interpolated from observed gravity values.
 SP0247
 SP0247;                    North         East    Units  Estimated Accuracy
 SP0247;SPC MT       -   404,160.      898,330.      MT  (+/- 180 meters Scaled)
 SP0247
 SP0247                          SUPERSEDED SURVEY CONTROL
 SP0247
 SP0247  NGVD 29 (??/??/92)  739.196  (m)         2425.18   (f) ADJ UNCH    2 0
 SP0247
 SP0247.Superseded values are not recommended for survey control.
 SP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0247.See file dsdata.txt to determine how the superseded data were derived.
 SP0247
 SP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN616962(NAD 83)
 SP0247_MARKER: DB = BENCH MARK DISK
 SP0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0247_STAMPING: B 84 1934
 SP0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0247+STABILITY: SURFACE MOTION
 SP0247
 SP0247  HISTORY     - Date     Condition        Report By
 SP0247  HISTORY     - 1934     MONUMENTED       CGS
 SP0247  HISTORY     - 1941     GOOD             NGS
 SP0247  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0247
 SP0247                          STATION DESCRIPTION
 SP0247
 SP0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SP0247'22.6 MI S FROM MACON.
 SP0247'IN MCCONE COUNTY, 22.6 MILES SOUTH ALONG STATE HIGHWAY 13 FROM MACON,
 SP0247'ROOSEVELT COUNTY, AT A ROAD CROSSING, 33 FEET NORTHWEST OF THE
 SP0247'CENTERLINE OF THE CROSS ROAD, 22 YARDS NORTHEAST OF THE CENTERLINE OF
 SP0247'THE HIGHWAY, 33 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE CORNER, AND 4
 SP0247'FEET SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED B 84 1934 AND SET
 SP0247'IN THE TOP OF A CONCRETE POST.
 SP0247
 SP0247                          STATION RECOVERY (1977)
 SP0247
 SP0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0133 ***********************************************************************
 RU0133  DESIGNATION -  B 86
 RU0133  PID         -  RU0133
 RU0133  STATE/COUNTY-  MT/ROSEBUD
 RU0133  USGS QUAD   -  BLACK COULEE (1968)
 RU0133
 RU0133                         *CURRENT SURVEY CONTROL
 RU0133  ___________________________________________________________________
 RU0133* NAD 83(1986)-  46 26 36.     (N)    106 38 01.     (W)     SCALED    
 RU0133* NAVD 88     -       816.295  (meters)    2678.13   (feet)  ADJUSTED  
 RU0133  ___________________________________________________________________
 RU0133  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RU0133  DYNAMIC HT  -         816.229 (meters)    2677.91  (feet)  COMP
 RU0133  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 RU0133
 RU0133  VERT ORDER  -  SECOND    CLASS 0
 RU0133
 RU0133.The horizontal coordinates were scaled from a topographic map and have
 RU0133.an estimated accuracy of +/- 6 seconds.
 RU0133
 RU0133.The orthometric height was determined by differential leveling
 RU0133.and adjusted by the National Geodetic Survey in June 1991..
 RU0133
 RU0133.The geoid height was determined by GEOID03.
 RU0133
 RU0133.The dynamic height is computed by dividing the NAVD 88
 RU0133.geopotential number by the normal gravity value computed on the
 RU0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0133.degrees latitude (g = 980.6199 gals.).
 RU0133
 RU0133.The modeled gravity was interpolated from observed gravity values.
 RU0133
 RU0133;                    North         East    Units  Estimated Accuracy
 RU0133;SPC MT       -   247,760.      820,090.      MT  (+/- 180 meters Scaled)
 RU0133
 RU0133                          SUPERSEDED SURVEY CONTROL
 RU0133
 RU0133  NGVD 29 (??/??/92)  815.644  (m)         2675.99   (f) ADJ UNCH    2 0
 RU0133
 RU0133.Superseded values are not recommended for survey control.
 RU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0133.See file dsdata.txt to determine how the superseded data were derived.
 RU0133
 RU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM745446(NAD 83)
 RU0133_MARKER: DB = BENCH MARK DISK
 RU0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0133_STAMPING: B 86 1934
 RU0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0133+STABILITY: SURFACE MOTION
 RU0133
 RU0133  HISTORY     - Date     Condition        Report By
 RU0133  HISTORY     - 1934     MONUMENTED       CGS
 RU0133  HISTORY     - 1937     GOOD             NGS
 RU0133  HISTORY     - 1968     POOR             USGS
 RU0133
 RU0133                          STATION DESCRIPTION
 RU0133
 RU0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0133'15.2 MI N FROM FORSYTH.
 RU0133'15.2 MILES NORTH ALONG THE COHAGEN ROAD FROM FORSYTH, ROSEBUD COUNTY,
 RU0133'200 YARDS WEST OF A PYRAMID-SHAPED HILL, AND 55 FEET EAST OF THE
 RU0133'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 86 1934 AND SET IN
 RU0133'THE TOP OF A CONCRETE POST.  NOTE-- FOUND VERY LOOSEING
 RU0133'GROUND-POSSIBLY BROKEN MONUMENT UNDER THE SURFACE.
 RU0133
 RU0133                          STATION RECOVERY (1968)
 RU0133
 RU0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RU0133'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0016 ***********************************************************************
 RU0016  DESIGNATION -  B 87
 RU0016  PID         -  RU0016
 RU0016  STATE/COUNTY-  MT/GARFIELD
 RU0016  USGS QUAD   -  RED BUTTES (1965)
 RU0016
 RU0016                         *CURRENT SURVEY CONTROL
 RU0016  ___________________________________________________________________
 RU0016* NAD 83(1986)-  46 51 05.     (N)    106 18 44.     (W)     SCALED    
 RU0016* NAVD 88     -       922.947  (meters)    3028.04   (feet)  ADJUSTED  
 RU0016  ___________________________________________________________________
 RU0016  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 RU0016  DYNAMIC HT  -         922.885 (meters)    3027.83  (feet)  COMP
 RU0016  MODELED GRAV-     980,514.7   (mgal)                       NAVD 88
 RU0016
 RU0016  VERT ORDER  -  SECOND    CLASS 0
 RU0016
 RU0016.The horizontal coordinates were scaled from a topographic map and have
 RU0016.an estimated accuracy of +/- 6 seconds.
 RU0016
 RU0016.The orthometric height was determined by differential leveling
 RU0016.and adjusted by the National Geodetic Survey in June 1991..
 RU0016
 RU0016.The geoid height was determined by GEOID03.
 RU0016
 RU0016.The dynamic height is computed by dividing the NAVD 88
 RU0016.geopotential number by the normal gravity value computed on the
 RU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0016.degrees latitude (g = 980.6199 gals.).
 RU0016
 RU0016.The modeled gravity was interpolated from observed gravity values.
 RU0016
 RU0016;                    North         East    Units  Estimated Accuracy
 RU0016;SPC MT       -   294,010.      842,910.      MT  (+/- 180 meters Scaled)
 RU0016
 RU0016                          SUPERSEDED SURVEY CONTROL
 RU0016
 RU0016.No superseded survey control is available for this station.
 RU0016
 RU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM999894(NAD 83)
 RU0016_MARKER: DB = BENCH MARK DISK
 RU0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0016_STAMPING: B 87 1934
 RU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0016+STABILITY: SURFACE MOTION
 RU0016
 RU0016  HISTORY     - Date     Condition        Report By
 RU0016  HISTORY     - 1934     MONUMENTED       CGS
 RU0016  HISTORY     - 1938     GOOD             NGS
 RU0016
 RU0016                          STATION DESCRIPTION
 RU0016
 RU0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RU0016'4.1 MI NW FROM ROCK SPRINGS.
 RU0016'IN GARFIELD COUNTY, 4.1 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM
 RU0016'ROCK SPRINGS, ROSEBUD COUNTY, AT THE JUNCTION WITH A T-ROAD LEADING
 RU0016'WEST, 50 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 50 FEET
 RU0016'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK SET IN
 RU0016'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0248 ***********************************************************************
 SQ0248  DESIGNATION -  B 88
 SQ0248  PID         -  SQ0248
 SQ0248  STATE/COUNTY-  MT/GARFIELD
 SQ0248  USGS QUAD   -  ASH CREEK WEST (1972)
 SQ0248
 SQ0248                         *CURRENT SURVEY CONTROL
 SQ0248  ___________________________________________________________________
 SQ0248* NAD 83(1986)-  47 40 25.     (N)    106 29 57.     (W)     SCALED    
 SQ0248* NAVD 88     -       837.339  (meters)    2747.17   (feet)  ADJUSTED  
 SQ0248  ___________________________________________________________________
 SQ0248  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 SQ0248  DYNAMIC HT  -         837.378 (meters)    2747.30  (feet)  COMP
 SQ0248  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 SQ0248
 SQ0248  VERT ORDER  -  SECOND    CLASS 0
 SQ0248
 SQ0248.The horizontal coordinates were scaled from a topographic map and have
 SQ0248.an estimated accuracy of +/- 6 seconds.
 SQ0248
 SQ0248.The orthometric height was determined by differential leveling
 SQ0248.and adjusted by the National Geodetic Survey in June 1991..
 SQ0248
 SQ0248.The geoid height was determined by GEOID03.
 SQ0248
 SQ0248.The dynamic height is computed by dividing the NAVD 88
 SQ0248.geopotential number by the normal gravity value computed on the
 SQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0248.degrees latitude (g = 980.6199 gals.).
 SQ0248
 SQ0248.The modeled gravity was interpolated from observed gravity values.
 SQ0248
 SQ0248;                    North         East    Units  Estimated Accuracy
 SQ0248;SPC MT       -   384,740.      825,170.      MT  (+/- 180 meters Scaled)
 SQ0248
 SQ0248                          SUPERSEDED SURVEY CONTROL
 SQ0248
 SQ0248  NGVD 29 (??/??/92)  836.692  (m)         2745.05   (f) ADJ UNCH    2 0
 SQ0248
 SQ0248.Superseded values are not recommended for survey control.
 SQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0248.See file dsdata.txt to determine how the superseded data were derived.
 SQ0248
 SQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN874811(NAD 83)
 SQ0248_MARKER: DB = BENCH MARK DISK
 SQ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0248_STAMPING: B-88 1934
 SQ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0248+STABILITY: SURFACE MOTION
 SQ0248
 SQ0248  HISTORY     - Date     Condition        Report By
 SQ0248  HISTORY     - 1934     MONUMENTED       CGS
 SQ0248
 SQ0248                          STATION DESCRIPTION
 SQ0248
 SQ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0248'8.8 MI SW FROM HAXBY.
 SQ0248'ABOUT 8.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM HAXBY, GARFIELD
 SQ0248'COUNTY, NEAR THE TOP OF A LONG GRADE, AND ABOUT 40 FEET WEST OF THE
 SQ0248'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 88 1934 AND
 SQ0248'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0231 ***********************************************************************
 RW0231  DESIGNATION -  B 9
 RW0231  PID         -  RW0231
 RW0231  STATE/COUNTY-  MT/JEFFERSON
 RW0231  USGS QUAD   -  CLANCY (1985)
 RW0231
 RW0231                         *CURRENT SURVEY CONTROL
 RW0231  ___________________________________________________________________
 RW0231* NAD 83(1986)-  46 29 03.     (N)    111 58 26.     (W)     SCALED    
 RW0231* NAVD 88     -      1272.317  (meters)    4174.26   (feet)  ADJUSTED  
 RW0231  ___________________________________________________________________
 RW0231  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 RW0231  DYNAMIC HT  -        1271.992 (meters)    4173.19  (feet)  COMP
 RW0231  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 RW0231
 RW0231  VERT ORDER  -  FIRST     CLASS II
 RW0231
 RW0231.The horizontal coordinates were scaled from a topographic map and have
 RW0231.an estimated accuracy of +/- 6 seconds.
 RW0231
 RW0231.The orthometric height was determined by differential leveling
 RW0231.and adjusted by the National Geodetic Survey in June 1991..
 RW0231.WARNING-Repeat measurements at this control monument indicate possible
 RW0231.vertical movement.
 RW0231
 RW0231.The geoid height was determined by GEOID03.
 RW0231
 RW0231.The dynamic height is computed by dividing the NAVD 88
 RW0231.geopotential number by the normal gravity value computed on the
 RW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0231.degrees latitude (g = 980.6199 gals.).
 RW0231
 RW0231.The modeled gravity was interpolated from observed gravity values.
 RW0231
 RW0231;                    North         East    Units  Estimated Accuracy
 RW0231;SPC MT       -   251,270.      410,180.      MT  (+/- 180 meters Scaled)
 RW0231
 RW0231                          SUPERSEDED SURVEY CONTROL
 RW0231
 RW0231  NGVD 29 (??/??/92) 1271.214  (m)         4170.64   (f) ADJ UNCH    1 2
 RW0231
 RW0231.Superseded values are not recommended for survey control.
 RW0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0231.See file dsdata.txt to determine how the superseded data were derived.
 RW0231
 RW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS252483(NAD 83)
 RW0231_MARKER: DB = BENCH MARK DISK
 RW0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0231_SP_SET: ABUTMENT
 RW0231_STAMPING: B 9 4170.786
 RW0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0231
 RW0231  HISTORY     - Date     Condition        Report By
 RW0231  HISTORY     - UNK      MONUMENTED       CGS
 RW0231  HISTORY     - 1962     GOOD             NGS
 RW0231  HISTORY     - 1980     GOOD             NGS
 RW0231
 RW0231                          STATION DESCRIPTION
 RW0231
 RW0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0231'1.65 MI N FROM CLANCY.
 RW0231'1.65 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE SECTION
 RW0231'HOUSE AND STATION SIGN AT CLANCY, IN THE TOP AND 0.6 FOOT NORTHWEST OF
 RW0231'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF STEEL TRUSS
 RW0231'BRIDGE 226.8 OVER PRICKLY PEAR CREEK, 4.0 FEET SOUTHEAST OF THE
 RW0231'SOUTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 RW0231
 RW0231                          STATION RECOVERY (1980)
 RW0231
 RW0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RW0231'11.9 KM (7.4 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT
 RW0231'176 OVERPASS IN JEFFERSON CITY, 0.3 KM (0.2 MI) NORTHEAST OF MILE
 RW0231'POST 183, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 RW0231'THE GREAT NORTHERN RAILROAD BRIDGE NUMBER 226.8 OVER PRICKLY PEAR
 RW0231'CREEK, 61.3 METERS (201.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 RW0231'SOUTH BOUND LANES OF THE HIGHWAY, 46.9 METERS (154.0 FT) NORTHWEST
 RW0231'OF THE CENTER OF A GRAVEL ROAD PARALLELING THE TRACKS, 1.2 METERS
 RW0231'(4.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL, AND 0.2 METERS (0.6 FT)
 RW0231'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.
 RW0231'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0201 ***********************************************************************
 SS0201  DESIGNATION -  B 9 K
 SS0201  PID         -  SS0201
 SS0201  STATE/COUNTY-  MT/JUDITH BASIN
 SS0201  USGS QUAD   -  GEYSER (1979)
 SS0201
 SS0201                         *CURRENT SURVEY CONTROL
 SS0201  ___________________________________________________________________
 SS0201* NAD 83(1986)-  47 19 14.     (N)    110 28 56.     (W)     SCALED    
 SS0201* NAVD 88     -      1266.993  (meters)    4156.79   (feet)  ADJUSTED  
 SS0201  ___________________________________________________________________
 SS0201  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 SS0201  DYNAMIC HT  -        1266.855 (meters)    4156.34  (feet)  COMP
 SS0201  MODELED GRAV-     980,458.9   (mgal)                       NAVD 88
 SS0201
 SS0201  VERT ORDER  -  SECOND    CLASS 0
 SS0201
 SS0201.The horizontal coordinates were scaled from a topographic map and have
 SS0201.an estimated accuracy of +/- 6 seconds.
 SS0201
 SS0201.The orthometric height was determined by differential leveling
 SS0201.and adjusted by the National Geodetic Survey in June 1991..
 SS0201
 SS0201.The geoid height was determined by GEOID03.
 SS0201
 SS0201.The dynamic height is computed by dividing the NAVD 88
 SS0201.geopotential number by the normal gravity value computed on the
 SS0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0201.degrees latitude (g = 980.6199 gals.).
 SS0201
 SS0201.The modeled gravity was interpolated from observed gravity values.
 SS0201
 SS0201;                    North         East    Units  Estimated Accuracy
 SS0201;SPC MT       -   341,660.      525,790.      MT  (+/- 180 meters Scaled)
 SS0201
 SS0201                          SUPERSEDED SURVEY CONTROL
 SS0201
 SS0201  NGVD 29 (??/??/92) 1266.074  (m)         4153.78   (f) ADJ UNCH    2 0
 SS0201
 SS0201.Superseded values are not recommended for survey control.
 SS0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0201.See file dsdata.txt to determine how the superseded data were derived.
 SS0201
 SS0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT391409(NAD 83)
 SS0201_MARKER: DS = TRIANGULATION STATION DISK
 SS0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0201_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0201_STAMPING: B 9 K 1961
 SS0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0201
 SS0201  HISTORY     - Date     Condition        Report By
 SS0201  HISTORY     - 1961     MONUMENTED       CGS
 SS0201
 SS0201                          STATION DESCRIPTION
 SS0201
 SS0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0201'4.75 MI N FROM GEYSER.
 SS0201'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0201'AT GEYSER, THENCE 4.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.45
 SS0201'MILE NORTHEAST ACROSS ROUGH PASTURE LAND, IN SECTION 17, T 18 N, R 10
 SS0201'E, ON THE TOP OF A CHALK MOUND ABOUT MIDWAY OF A ROW OF CHALK MOUNDS,
 SS0201'12.5 FEET NORTH OF A METAL WITNESS POST, A DISK ON THE TOP OF A 2-INCH
 SS0201'IRON PIPE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0200 ***********************************************************************
 SS0200  DESIGNATION -  B 9 K RM 1
 SS0200  PID         -  SS0200
 SS0200  STATE/COUNTY-  MT/JUDITH BASIN
 SS0200  USGS QUAD   -  GEYSER (1979)
 SS0200
 SS0200                         *CURRENT SURVEY CONTROL
 SS0200  ___________________________________________________________________
 SS0200* NAD 83(1986)-  47 19 14.     (N)    110 28 56.     (W)     SCALED    
 SS0200* NAVD 88     -      1267.189  (meters)    4157.44   (feet)  ADJUSTED  
 SS0200  ___________________________________________________________________
 SS0200  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 SS0200  DYNAMIC HT  -        1267.051 (meters)    4156.98  (feet)  COMP
 SS0200  MODELED GRAV-     980,458.9   (mgal)                       NAVD 88
 SS0200
 SS0200  VERT ORDER  -  SECOND    CLASS 0
 SS0200
 SS0200.The horizontal coordinates were scaled from a topographic map and have
 SS0200.an estimated accuracy of +/- 6 seconds.
 SS0200
 SS0200.The orthometric height was determined by differential leveling
 SS0200.and adjusted by the National Geodetic Survey in June 1991..
 SS0200
 SS0200.The geoid height was determined by GEOID03.
 SS0200
 SS0200.The dynamic height is computed by dividing the NAVD 88
 SS0200.geopotential number by the normal gravity value computed on the
 SS0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0200.degrees latitude (g = 980.6199 gals.).
 SS0200
 SS0200.The modeled gravity was interpolated from observed gravity values.
 SS0200
 SS0200;                    North         East    Units  Estimated Accuracy
 SS0200;SPC MT       -   341,660.      525,790.      MT  (+/- 180 meters Scaled)
 SS0200
 SS0200                          SUPERSEDED SURVEY CONTROL
 SS0200
 SS0200  NGVD 29 (??/??/92) 1266.270  (m)         4154.42   (f) ADJ UNCH    2 0
 SS0200
 SS0200.Superseded values are not recommended for survey control.
 SS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0200.See file dsdata.txt to determine how the superseded data were derived.
 SS0200
 SS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT391409(NAD 83)
 SS0200_MARKER: DR = REFERENCE MARK DISK
 SS0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0200_STAMPING: B 9 K NO 1 1961
 SS0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0200
 SS0200  HISTORY     - Date     Condition        Report By
 SS0200  HISTORY     - 1961     MONUMENTED       CGS
 SS0200
 SS0200                          STATION DESCRIPTION
 SS0200
 SS0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0200'4.75 MI N FROM GEYSER.
 SS0200'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0200'AT GEYSER, THENCE 4.15 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.45
 SS0200'MILE NORTHEAST ACROSS ROUGH PASTURE LAND TO THE FOOT OF A BLUFF, IN
 SS0200'SECTION 17, T 18 N, R 10 E, ON THE TOP OF A CHALK MOUND ABOUT MIDWAY
 SS0200'OF A ROW OF CHALK MOUNDS, 34.8 FEET NORTH OF B 9 K 1961, ABOUT 1 FOOT
 SS0200'BELOW THE LEVEL OF B 9 K 1961, A DISK ON THE TOP OF A 2-INCH IRON PIPE
 SS0200'THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0202 ***********************************************************************
 SS0202  DESIGNATION -  B 9 K RM 2
 SS0202  PID         -  SS0202
 SS0202  STATE/COUNTY-  MT/JUDITH BASIN
 SS0202  USGS QUAD   -  GEYSER (1979)
 SS0202
 SS0202                         *CURRENT SURVEY CONTROL
 SS0202  ___________________________________________________________________
 SS0202* NAD 83(1986)-  47 19 14.     (N)    110 28 56.     (W)     SCALED    
 SS0202* NAVD 88     -      1266.268  (meters)    4154.41   (feet)  ADJUSTED  
 SS0202  ___________________________________________________________________
 SS0202  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 SS0202  DYNAMIC HT  -        1266.129 (meters)    4153.96  (feet)  COMP
 SS0202  MODELED GRAV-     980,458.9   (mgal)                       NAVD 88
 SS0202
 SS0202  VERT ORDER  -  SECOND    CLASS 0
 SS0202
 SS0202.The horizontal coordinates were scaled from a topographic map and have
 SS0202.an estimated accuracy of +/- 6 seconds.
 SS0202
 SS0202.The orthometric height was determined by differential leveling
 SS0202.and adjusted by the National Geodetic Survey in June 1991..
 SS0202
 SS0202.The geoid height was determined by GEOID03.
 SS0202
 SS0202.The dynamic height is computed by dividing the NAVD 88
 SS0202.geopotential number by the normal gravity value computed on the
 SS0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0202.degrees latitude (g = 980.6199 gals.).
 SS0202
 SS0202.The modeled gravity was interpolated from observed gravity values.
 SS0202
 SS0202;                    North         East    Units  Estimated Accuracy
 SS0202;SPC MT       -   341,660.      525,790.      MT  (+/- 180 meters Scaled)
 SS0202
 SS0202                          SUPERSEDED SURVEY CONTROL
 SS0202
 SS0202  NGVD 29 (??/??/92) 1265.349  (m)         4151.40   (f) ADJ UNCH    2 0
 SS0202
 SS0202.Superseded values are not recommended for survey control.
 SS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0202.See file dsdata.txt to determine how the superseded data were derived.
 SS0202
 SS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT391409(NAD 83)
 SS0202_MARKER: DR = REFERENCE MARK DISK
 SS0202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0202_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0202_STAMPING: B 9 K NO 2 1961
 SS0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0202
 SS0202  HISTORY     - Date     Condition        Report By
 SS0202  HISTORY     - 1961     MONUMENTED       CGS
 SS0202
 SS0202                          STATION DESCRIPTION
 SS0202
 SS0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0202'4.75 MI N FROM GEYSER.
 SS0202'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0202'AT GEYSER, THENCE 4.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.45
 SS0202'MILE NORTHEAST ACROSS ROUGH PASTURE LAND TO THE FOOT OF A BLUFF, IN
 SS0202'SECTION 17, T 18 N, R 10 E, ON THE TOP OF A CHALK MOUND ABOUT MIDWAY
 SS0202'OF A ROW OF CHALK MOUNDS, 23.2 FEET EAST OF B 9 K 1961, ABOUT 2 FEET
 SS0202'BELOW THE LEVEL OF B 9 K 1961, A DISK ON THE TOP OF A 2-INCH IRON PIPE
 SS0202'THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0204 ***********************************************************************
 SS0204  DESIGNATION -  B 9 L
 SS0204  PID         -  SS0204
 SS0204  STATE/COUNTY-  MT/JUDITH BASIN
 SS0204  USGS QUAD   -  GEYSER (1979)
 SS0204
 SS0204                         *CURRENT SURVEY CONTROL
 SS0204  ___________________________________________________________________
 SS0204* NAD 83(1986)-  47 19 11.     (N)    110 29 33.     (W)     SCALED    
 SS0204* NAVD 88     -      1278.355  (meters)    4194.07   (feet)  ADJUSTED  
 SS0204  ___________________________________________________________________
 SS0204  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 SS0204  DYNAMIC HT  -        1278.213 (meters)    4193.60  (feet)  COMP
 SS0204  MODELED GRAV-     980,456.7   (mgal)                       NAVD 88
 SS0204
 SS0204  VERT ORDER  -  SECOND    CLASS 0
 SS0204
 SS0204.The horizontal coordinates were scaled from a topographic map and have
 SS0204.an estimated accuracy of +/- 6 seconds.
 SS0204
 SS0204.The orthometric height was determined by differential leveling
 SS0204.and adjusted by the National Geodetic Survey in June 1991..
 SS0204
 SS0204.The geoid height was determined by GEOID03.
 SS0204
 SS0204.The dynamic height is computed by dividing the NAVD 88
 SS0204.geopotential number by the normal gravity value computed on the
 SS0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0204.degrees latitude (g = 980.6199 gals.).
 SS0204
 SS0204.The modeled gravity was interpolated from observed gravity values.
 SS0204
 SS0204;                    North         East    Units  Estimated Accuracy
 SS0204;SPC MT       -   341,580.      525,010.      MT  (+/- 180 meters Scaled)
 SS0204
 SS0204                          SUPERSEDED SURVEY CONTROL
 SS0204
 SS0204  NGVD 29 (??/??/92) 1277.435  (m)         4191.05   (f) ADJ UNCH    2 0
 SS0204
 SS0204.Superseded values are not recommended for survey control.
 SS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0204.See file dsdata.txt to determine how the superseded data were derived.
 SS0204
 SS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT383408(NAD 83)
 SS0204_MARKER: DS = TRIANGULATION STATION DISK
 SS0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0204_STAMPING: B 9 L 1961
 SS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0204+STABILITY: SURFACE MOTION
 SS0204
 SS0204  HISTORY     - Date     Condition        Report By
 SS0204  HISTORY     - 1961     MONUMENTED       CGS
 SS0204
 SS0204                          STATION DESCRIPTION
 SS0204
 SS0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0204'4.45 MI N FROM GEYSER.
 SS0204'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0204'AT GEYSER, THENCE 4.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.15
 SS0204'MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 18, T 18 N, R 10 E,
 SS0204'28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTHWEST OF
 SS0204'A FENCE, 4.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 SS0204'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0204'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0203 ***********************************************************************
 SS0203  DESIGNATION -  B 9 L RM 1
 SS0203  PID         -  SS0203
 SS0203  STATE/COUNTY-  MT/JUDITH BASIN
 SS0203  USGS QUAD   -  GEYSER (1979)
 SS0203
 SS0203                         *CURRENT SURVEY CONTROL
 SS0203  ___________________________________________________________________
 SS0203* NAD 83(1986)-  47 19 11.     (N)    110 29 33.     (W)     SCALED    
 SS0203* NAVD 88     -      1277.062  (meters)    4189.83   (feet)  ADJUSTED  
 SS0203  ___________________________________________________________________
 SS0203  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 SS0203  DYNAMIC HT  -        1276.920 (meters)    4189.36  (feet)  COMP
 SS0203  MODELED GRAV-     980,456.7   (mgal)                       NAVD 88
 SS0203
 SS0203  VERT ORDER  -  SECOND    CLASS 0
 SS0203
 SS0203.The horizontal coordinates were scaled from a topographic map and have
 SS0203.an estimated accuracy of +/- 6 seconds.
 SS0203
 SS0203.The orthometric height was determined by differential leveling
 SS0203.and adjusted by the National Geodetic Survey in June 1991..
 SS0203
 SS0203.The geoid height was determined by GEOID03.
 SS0203
 SS0203.The dynamic height is computed by dividing the NAVD 88
 SS0203.geopotential number by the normal gravity value computed on the
 SS0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0203.degrees latitude (g = 980.6199 gals.).
 SS0203
 SS0203.The modeled gravity was interpolated from observed gravity values.
 SS0203
 SS0203;                    North         East    Units  Estimated Accuracy
 SS0203;SPC MT       -   341,580.      525,010.      MT  (+/- 180 meters Scaled)
 SS0203
 SS0203                          SUPERSEDED SURVEY CONTROL
 SS0203
 SS0203  NGVD 29 (??/??/92) 1276.141  (m)         4186.81   (f) ADJ UNCH    2 0
 SS0203
 SS0203.Superseded values are not recommended for survey control.
 SS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0203.See file dsdata.txt to determine how the superseded data were derived.
 SS0203
 SS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT383408(NAD 83)
 SS0203_MARKER: DR = REFERENCE MARK DISK
 SS0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0203_STAMPING: B 9 L NO 1 1961
 SS0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0203+STABILITY: SURFACE MOTION
 SS0203
 SS0203  HISTORY     - Date     Condition        Report By
 SS0203  HISTORY     - 1961     MONUMENTED       CGS
 SS0203
 SS0203                          STATION DESCRIPTION
 SS0203
 SS0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0203'4.45 MI N FROM GEYSER.
 SS0203'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0203'AT GEYSER, THENCE 4.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.15
 SS0203'MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 18, T 18 N, R 10 E,
 SS0203'30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 33.6 FEET SOUTHEAST
 SS0203'OF B 9 L 1961, 3 FEET SOUTHWEST OF A FENCE, ABOUT 5 FEET BELOW THE
 SS0203'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SS0203'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0205 ***********************************************************************
 SS0205  DESIGNATION -  B 9 L RM 2
 SS0205  PID         -  SS0205
 SS0205  STATE/COUNTY-  MT/JUDITH BASIN
 SS0205  USGS QUAD   -  GEYSER (1979)
 SS0205
 SS0205                         *CURRENT SURVEY CONTROL
 SS0205  ___________________________________________________________________
 SS0205* NAD 83(1986)-  47 19 11.     (N)    110 29 33.     (W)     SCALED    
 SS0205* NAVD 88     -      1279.171  (meters)    4196.75   (feet)  ADJUSTED  
 SS0205  ___________________________________________________________________
 SS0205  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 SS0205  DYNAMIC HT  -        1279.028 (meters)    4196.28  (feet)  COMP
 SS0205  MODELED GRAV-     980,456.7   (mgal)                       NAVD 88
 SS0205
 SS0205  VERT ORDER  -  SECOND    CLASS 0
 SS0205
 SS0205.The horizontal coordinates were scaled from a topographic map and have
 SS0205.an estimated accuracy of +/- 6 seconds.
 SS0205
 SS0205.The orthometric height was determined by differential leveling
 SS0205.and adjusted by the National Geodetic Survey in June 1991..
 SS0205
 SS0205.The geoid height was determined by GEOID03.
 SS0205
 SS0205.The dynamic height is computed by dividing the NAVD 88
 SS0205.geopotential number by the normal gravity value computed on the
 SS0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0205.degrees latitude (g = 980.6199 gals.).
 SS0205
 SS0205.The modeled gravity was interpolated from observed gravity values.
 SS0205
 SS0205;                    North         East    Units  Estimated Accuracy
 SS0205;SPC MT       -   341,580.      525,010.      MT  (+/- 180 meters Scaled)
 SS0205
 SS0205                          SUPERSEDED SURVEY CONTROL
 SS0205
 SS0205  NGVD 29 (??/??/92) 1278.250  (m)         4193.73   (f) ADJ UNCH    2 0
 SS0205
 SS0205.Superseded values are not recommended for survey control.
 SS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0205.See file dsdata.txt to determine how the superseded data were derived.
 SS0205
 SS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT383408(NAD 83)
 SS0205_MARKER: DR = REFERENCE MARK DISK
 SS0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0205_STAMPING: B 9 L NO 2 1961
 SS0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0205+STABILITY: SURFACE MOTION
 SS0205
 SS0205  HISTORY     - Date     Condition        Report By
 SS0205  HISTORY     - 1961     MONUMENTED       CGS
 SS0205
 SS0205                          STATION DESCRIPTION
 SS0205
 SS0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0205'4.45 MI N FROM GEYSER.
 SS0205'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0205'AT GEYSER, THENCE 4.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.15
 SS0205'MILE NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 18, T 18 N, R 10 E,
 SS0205'31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 34.2 FEET NORTHWEST
 SS0205'OF B 9 L 1961, 2 FEET SOUTHWEST OF A FENCE, ABOUT 3 FEET BELOW THE
 SS0205'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SS0205'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0001 ***********************************************************************
 TH0001  DESIGNATION -  B 90
 TH0001  PID         -  TH0001
 TH0001  STATE/COUNTY-  MT/SHERIDAN
 TH0001  USGS QUAD   -  RESERVE (1988)
 TH0001
 TH0001                         *CURRENT SURVEY CONTROL
 TH0001  ___________________________________________________________________
 TH0001* NAD 83(1986)-  48 31 46.     (N)    104 29 46.     (W)     SCALED    
 TH0001* NAVD 88     -       592.356  (meters)    1943.42   (feet)  POSTED    
 TH0001  ___________________________________________________________________
 TH0001  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 TH0001  DYNAMIC HT  -         592.460 (meters)    1943.76  (feet)  COMP
 TH0001  MODELED GRAV-     980,759.5   (mgal)                       NAVD 88
 TH0001
 TH0001  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TH0001
 TH0001.The horizontal coordinates were scaled from a topographic map and have
 TH0001.an estimated accuracy of +/- 6 seconds.
 TH0001
 TH0001.The orthometric height was determined by differential leveling
 TH0001.and adjusted by the National Geodetic Survey in 1992..
 TH0001.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TH0001.rate of 0.0 thru 1.0 mm/km.
 TH0001
 TH0001.The geoid height was determined by GEOID03.
 TH0001
 TH0001.The dynamic height is computed by dividing the NAVD 88
 TH0001.geopotential number by the normal gravity value computed on the
 TH0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0001.degrees latitude (g = 980.6199 gals.).
 TH0001
 TH0001.The modeled gravity was interpolated from observed gravity values.
 TH0001
 TH0001;                    North         East    Units  Estimated Accuracy
 TH0001;SPC MT       -   487,350.      969,240.      MT  (+/- 180 meters Scaled)
 TH0001
 TH0001                          SUPERSEDED SURVEY CONTROL
 TH0001
 TH0001  NGVD 29 (??/??/92)  591.85   (m)         1941.8    (f) COMPUTED    2 0
 TH0001
 TH0001.Superseded values are not recommended for survey control.
 TH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0001.See file dsdata.txt to determine how the superseded data were derived.
 TH0001
 TH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP372752(NAD 83)
 TH0001_MARKER: DB = BENCH MARK DISK
 TH0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0001_STAMPING: B 90 1934
 TH0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0001+STABILITY: SURFACE MOTION
 TH0001
 TH0001  HISTORY     - Date     Condition        Report By
 TH0001  HISTORY     - 1934     MONUMENTED       CGS
 TH0001
 TH0001                          STATION DESCRIPTION
 TH0001
 TH0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0001'2.0 MI N FROM MEDICINE LAKE.
 TH0001'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM MEDICINE LAKE,
 TH0001'SHERIDAN COUNTY, OPPOSITE MILEPOST 34, 44 FEET WEST OF THE CENTERLINE
 TH0001'OF THE TRACK, AND 5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 TH0001'DISK, STAMPED B 90 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0192 ***********************************************************************
 TJ0192  DESIGNATION -  B 91
 TJ0192  PID         -  TJ0192
 TJ0192  STATE/COUNTY-  MT/VALLEY
 TJ0192  USGS QUAD   -  CHAPMAN COULEE NE (1978)
 TJ0192
 TJ0192                         *CURRENT SURVEY CONTROL
 TJ0192  ___________________________________________________________________
 TJ0192* NAD 83(1986)-  48 25 40.     (N)    106 33 48.     (W)     SCALED    
 TJ0192* NAVD 88     -       838.211  (meters)    2750.03   (feet)  ADJUSTED  
 TJ0192  ___________________________________________________________________
 TJ0192  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0192  DYNAMIC HT  -         838.295 (meters)    2750.31  (feet)  COMP
 TJ0192  MODELED GRAV-     980,683.3   (mgal)                       NAVD 88
 TJ0192
 TJ0192  VERT ORDER  -  SECOND    CLASS 0
 TJ0192
 TJ0192.The horizontal coordinates were scaled from a topographic map and have
 TJ0192.an estimated accuracy of +/- 6 seconds.
 TJ0192
 TJ0192.The orthometric height was determined by differential leveling
 TJ0192.and adjusted by the National Geodetic Survey in June 1991..
 TJ0192
 TJ0192.The geoid height was determined by GEOID03.
 TJ0192
 TJ0192.The dynamic height is computed by dividing the NAVD 88
 TJ0192.geopotential number by the normal gravity value computed on the
 TJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0192.degrees latitude (g = 980.6199 gals.).
 TJ0192
 TJ0192.The modeled gravity was interpolated from observed gravity values.
 TJ0192
 TJ0192;                    North         East    Units  Estimated Accuracy
 TJ0192;SPC MT       -   468,320.      817,220.      MT  (+/- 180 meters Scaled)
 TJ0192
 TJ0192                          SUPERSEDED SURVEY CONTROL
 TJ0192
 TJ0192  NGVD 29 (??/??/92)  837.557  (m)         2747.88   (f) ADJ UNCH    2 0
 TJ0192
 TJ0192.Superseded values are not recommended for survey control.
 TJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0192.See file dsdata.txt to determine how the superseded data were derived.
 TJ0192
 TJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP843650(NAD 83)
 TJ0192_MARKER: DB = BENCH MARK DISK
 TJ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0192_STAMPING: B-91 1934
 TJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0192+STABILITY: SURFACE MOTION
 TJ0192
 TJ0192  HISTORY     - Date     Condition        Report By
 TJ0192  HISTORY     - 1934     MONUMENTED       CGS
 TJ0192  HISTORY     - 1969     MARK NOT FOUND   USGS
 TJ0192  HISTORY     - 1977     MARK NOT FOUND   USGS
 TJ0192
 TJ0192                          STATION DESCRIPTION
 TJ0192
 TJ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TJ0192'19.0 MI N FROM GLASGOW.
 TJ0192'19.0 MILES N OF AND ALONG STATE HWY NO. 22 IN A FENCE CORNER.  3 FT. N
 TJ0192'OF A T FENCE RUNNING E AND W.  38 FT. E OF CENTER OF HIGHWAY.  5 FT. E
 TJ0192'OF R/W FENCE.
 TJ0192
 TJ0192                          STATION RECOVERY (1969)
 TJ0192
 TJ0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TJ0192'MARK NOT FOUND.
 TJ0192
 TJ0192                          STATION RECOVERY (1977)
 TJ0192
 TJ0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TJ0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0018 ***********************************************************************
 TJ0018  DESIGNATION -  B 92
 TJ0018  PID         -  TJ0018
 TJ0018  STATE/COUNTY-  MT/VALLEY
 TJ0018  USGS QUAD   -  RICHLAND (1973)
 TJ0018
 TJ0018                         *CURRENT SURVEY CONTROL
 TJ0018  ___________________________________________________________________
 TJ0018* NAD 83(1986)-  48 49 47.     (N)    106 05 50.     (W)     SCALED    
 TJ0018* NAVD 88     -       849.932  (meters)    2788.49   (feet)  ADJUSTED  
 TJ0018  ___________________________________________________________________
 TJ0018  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TJ0018  DYNAMIC HT  -         850.052 (meters)    2788.88  (feet)  COMP
 TJ0018  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 TJ0018
 TJ0018  VERT ORDER  -  SECOND    CLASS 0
 TJ0018
 TJ0018.The horizontal coordinates were scaled from a topographic map and have
 TJ0018.an estimated accuracy of +/- 6 seconds.
 TJ0018
 TJ0018.The orthometric height was determined by differential leveling
 TJ0018.and adjusted by the National Geodetic Survey in June 1991..
 TJ0018
 TJ0018.The geoid height was determined by GEOID03.
 TJ0018
 TJ0018.The dynamic height is computed by dividing the NAVD 88
 TJ0018.geopotential number by the normal gravity value computed on the
 TJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0018.degrees latitude (g = 980.6199 gals.).
 TJ0018
 TJ0018.The modeled gravity was interpolated from observed gravity values.
 TJ0018
 TJ0018;                    North         East    Units  Estimated Accuracy
 TJ0018;SPC MT       -   514,360.      849,730.      MT  (+/- 180 meters Scaled)
 TJ0018
 TJ0018                          SUPERSEDED SURVEY CONTROL
 TJ0018
 TJ0018  NGVD 29 (??/??/92)  849.304  (m)         2786.42   (f) ADJ UNCH    2 0
 TJ0018
 TJ0018.Superseded values are not recommended for survey control.
 TJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0018.See file dsdata.txt to determine how the superseded data were derived.
 TJ0018
 TJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ194091(NAD 83)
 TJ0018_MARKER: DB = BENCH MARK DISK
 TJ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0018_STAMPING: B 92 1934
 TJ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0018+STABILITY: SURFACE MOTION
 TJ0018
 TJ0018  HISTORY     - Date     Condition        Report By
 TJ0018  HISTORY     - 1934     MONUMENTED       CGS
 TJ0018
 TJ0018                          STATION DESCRIPTION
 TJ0018
 TJ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TJ0018'2.4 MI W FROM RICHLAND.
 TJ0018'2.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM RICHLAND, VALLEY
 TJ0018'COUNTY, 26 FEET EAST OF MILEPOST 133, AND 43 FEET NORTH OF THE
 TJ0018'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 92 1934 AND SET
 TJ0018'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0275 ***********************************************************************
 TK0275  DESIGNATION -  B 93
 TK0275  PID         -  TK0275
 TK0275  STATE/COUNTY-  MT/HILL
 TK0275  USGS QUAD   -  HERRON PARK (1976)
 TK0275
 TK0275                         *CURRENT SURVEY CONTROL
 TK0275  ___________________________________________________________________
 TK0275* NAD 83(1986)-  48 32 17.     (N)    109 47 21.     (W)     SCALED    
 TK0275* NAVD 88     -       779.539  (meters)    2557.54   (feet)  POSTED    
 TK0275  ___________________________________________________________________
 TK0275  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 TK0275  DYNAMIC HT  -         779.610 (meters)    2557.77  (feet)  COMP
 TK0275  MODELED GRAV-     980,679.9   (mgal)                       NAVD 88
 TK0275
 TK0275  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0275
 TK0275.The horizontal coordinates were scaled from a topographic map and have
 TK0275.an estimated accuracy of +/- 6 seconds.
 TK0275
 TK0275.The orthometric height was determined by differential leveling
 TK0275.and adjusted by the National Geodetic Survey in 1992..
 TK0275.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0275.rate of 2.1 thru 3.0 mm/km.
 TK0275
 TK0275.The geoid height was determined by GEOID03.
 TK0275
 TK0275.The dynamic height is computed by dividing the NAVD 88
 TK0275.geopotential number by the normal gravity value computed on the
 TK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0275.degrees latitude (g = 980.6199 gals.).
 TK0275
 TK0275.The modeled gravity was interpolated from observed gravity values.
 TK0275
 TK0275;                    North         East    Units  Estimated Accuracy
 TK0275;SPC MT       -   476,540.      578,650.      MT  (+/- 180 meters Scaled)
 TK0275
 TK0275                          SUPERSEDED SURVEY CONTROL
 TK0275
 TK0275  NGVD 29 (??/??/92)  778.757  (m)         2554.97   (f) ADJ UNCH    2 0
 TK0275
 TK0275.Superseded values are not recommended for survey control.
 TK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0275.See file dsdata.txt to determine how the superseded data were derived.
 TK0275
 TK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU893768(NAD 83)
 TK0275_MARKER: DB = BENCH MARK DISK
 TK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0275_STAMPING: B 93 1934
 TK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0275+STABILITY: SURFACE MOTION
 TK0275
 TK0275  HISTORY     - Date     Condition        Report By
 TK0275  HISTORY     - 1934     MONUMENTED       CGS
 TK0275  HISTORY     - 1970     GOOD             NGS
 TK0275  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0275
 TK0275                          STATION DESCRIPTION
 TK0275
 TK0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0275'2.0 MI SW FROM PACIFIC JUNCTION.
 TK0275'2 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TK0275'PACIFIC JUNCTION, HILL COUNTY, OPPOSITE MILEPOST 2, ABOUT 300 YARDS
 TK0275'SOUTH OF A BRIDGE, 68 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 8
 TK0275'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 93
 TK0275'1934 AND SET IN THE TOP OF A CONCRETE POST.
 TK0275
 TK0275                          STATION RECOVERY (1970)
 TK0275
 TK0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 TK0275'RECOVERED IN GOOD CONDITION.
 TK0275
 TK0275                          STATION RECOVERY (1979)
 TK0275
 TK0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0045 ***********************************************************************
 TL0045  DESIGNATION -  B 94
 TL0045  PID         -  TL0045
 TL0045  STATE/COUNTY-  MT/CHOUTEAU
 TL0045  USGS QUAD   -  BOGGS ISLAND (1953)
 TL0045
 TL0045                         *CURRENT SURVEY CONTROL
 TL0045  ___________________________________________________________________
 TL0045* NAD 83(1986)-  48 00 19.     (N)    110 15 18.     (W)     SCALED    
 TL0045* NAVD 88     -       780.158  (meters)    2559.57   (feet)  ADJUSTED  
 TL0045  ___________________________________________________________________
 TL0045  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TL0045  DYNAMIC HT  -         780.181 (meters)    2559.64  (feet)  COMP
 TL0045  MODELED GRAV-     980,615.9   (mgal)                       NAVD 88
 TL0045
 TL0045  VERT ORDER  -  SECOND    CLASS 0
 TL0045
 TL0045.The horizontal coordinates were scaled from a topographic map and have
 TL0045.an estimated accuracy of +/- 6 seconds.
 TL0045
 TL0045.The orthometric height was determined by differential leveling
 TL0045.and adjusted by the National Geodetic Survey in June 1991..
 TL0045
 TL0045.The geoid height was determined by GEOID03.
 TL0045
 TL0045.The dynamic height is computed by dividing the NAVD 88
 TL0045.geopotential number by the normal gravity value computed on the
 TL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0045.degrees latitude (g = 980.6199 gals.).
 TL0045
 TL0045.The modeled gravity was interpolated from observed gravity values.
 TL0045
 TL0045;                    North         East    Units  Estimated Accuracy
 TL0045;SPC MT       -   417,550.      543,690.      MT  (+/- 180 meters Scaled)
 TL0045
 TL0045                          SUPERSEDED SURVEY CONTROL
 TL0045
 TL0045  NGVD 29 (??/??/92)  779.315  (m)         2556.80   (f) ADJ UNCH    2 0
 TL0045
 TL0045.Superseded values are not recommended for survey control.
 TL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0045.See file dsdata.txt to determine how the superseded data were derived.
 TL0045
 TL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU555171(NAD 83)
 TL0045_MARKER: DB = BENCH MARK DISK
 TL0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0045_STAMPING: B 94 1934
 TL0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0045+STABILITY: SURFACE MOTION
 TL0045
 TL0045  HISTORY     - Date     Condition        Report By
 TL0045  HISTORY     - 1934     MONUMENTED       CGS
 TL0045
 TL0045                          STATION DESCRIPTION
 TL0045
 TL0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0045'10.2 MI NE FROM LIPPARD.
 TL0045'10.2 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM LIPPARD,
 TL0045'0.2 MILE SOUTHWEST OF MILEPOST 46, AT THE EAST END OF A CUT THROUGH
 TL0045'THE SIDE OF THE HILL, 45 FEET SOUTH OF THE CENTER OF THE TRACK, AND 5
 TL0045'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 94
 TL0045'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0847 ***********************************************************************
 SR0847  DESIGNATION -  B 95
 SR0847  PID         -  SR0847
 SR0847  STATE/COUNTY-  MT/CHOUTEAU
 SR0847  USGS QUAD   -  ILIAD (1954)
 SR0847
 SR0847                         *CURRENT SURVEY CONTROL
 SR0847  ___________________________________________________________________
 SR0847* NAD 83(1986)-  47 47 42.     (N)    109 45 07.     (W)     SCALED    
 SR0847* NAVD 88     -       902.049  (meters)    2959.47   (feet)  ADJUSTED  
 SR0847  ___________________________________________________________________
 SR0847  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 SR0847  DYNAMIC HT  -         902.064 (meters)    2959.52  (feet)  COMP
 SR0847  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 SR0847
 SR0847  VERT ORDER  -  SECOND    CLASS 0
 SR0847
 SR0847.The horizontal coordinates were scaled from a topographic map and have
 SR0847.an estimated accuracy of +/- 6 seconds.
 SR0847
 SR0847.The orthometric height was determined by differential leveling
 SR0847.and adjusted by the National Geodetic Survey in June 1991..
 SR0847
 SR0847.The geoid height was determined by GEOID03.
 SR0847
 SR0847.The dynamic height is computed by dividing the NAVD 88
 SR0847.geopotential number by the normal gravity value computed on the
 SR0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0847.degrees latitude (g = 980.6199 gals.).
 SR0847
 SR0847.The modeled gravity was interpolated from observed gravity values.
 SR0847
 SR0847;                    North         East    Units  Estimated Accuracy
 SR0847;SPC MT       -   393,940.      581,130.      MT  (+/- 180 meters Scaled)
 SR0847
 SR0847                          SUPERSEDED SURVEY CONTROL
 SR0847
 SR0847  NGVD 29 (??/??/92)  901.214  (m)         2956.73   (f) ADJ UNCH    2 0
 SR0847
 SR0847.Superseded values are not recommended for survey control.
 SR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0847.See file dsdata.txt to determine how the superseded data were derived.
 SR0847
 SR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT934942(NAD 83)
 SR0847_MARKER: DB = BENCH MARK DISK
 SR0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0847_STAMPING: B 95 1934
 SR0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0847+STABILITY: SURFACE MOTION
 SR0847
 SR0847  HISTORY     - Date     Condition        Report By
 SR0847  HISTORY     - 1934     MONUMENTED       CGS
 SR0847
 SR0847                          STATION DESCRIPTION
 SR0847
 SR0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0847'8.1 MI NW FROM JUDITH.
 SR0847'IN CHOUTEAU COUNTY, 8.1 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM
 SR0847'JUDITH, FERGUS COUNTY, 240 YARDS WEST OF A CURVE TO THE SOUTH DOWN A
 SR0847'COULEE, 44 FEET SOUTH OF THE CENTERLINE OF THE RIGHT-OF-WAY FENCE.  A
 SR0847'STANDARD DISK, STAMPED B 95 1934 AND SET IN THE TOP OF A CONCRETE
 SR0847'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0129 ***********************************************************************
 TL0129  DESIGNATION -  B 97
 TL0129  PID         -  TL0129
 TL0129  STATE/COUNTY-  MT/CHOUTEAU
 TL0129  USGS QUAD   -  DORNER SCHOOL (1970)
 TL0129
 TL0129                         *CURRENT SURVEY CONTROL
 TL0129  ___________________________________________________________________
 TL0129* NAD 83(1986)-  48 00 55.     (N)    110 53 22.     (W)     SCALED    
 TL0129* NAVD 88     -       957.319  (meters)    3140.80   (feet)  ADJUSTED  
 TL0129  ___________________________________________________________________
 TL0129  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 TL0129  DYNAMIC HT  -         957.329 (meters)    3140.84  (feet)  COMP
 TL0129  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 TL0129
 TL0129  VERT ORDER  -  SECOND    CLASS 0
 TL0129
 TL0129.The horizontal coordinates were scaled from a topographic map and have
 TL0129.an estimated accuracy of +/- 6 seconds.
 TL0129
 TL0129.The orthometric height was determined by differential leveling
 TL0129.and adjusted by the National Geodetic Survey in June 1991..
 TL0129
 TL0129.The geoid height was determined by GEOID03.
 TL0129
 TL0129.The dynamic height is computed by dividing the NAVD 88
 TL0129.geopotential number by the normal gravity value computed on the
 TL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0129.degrees latitude (g = 980.6199 gals.).
 TL0129
 TL0129.The modeled gravity was interpolated from observed gravity values.
 TL0129
 TL0129;                    North         East    Units  Estimated Accuracy
 TL0129;SPC MT       -   419,310.      496,400.      MT  (+/- 180 meters Scaled)
 TL0129
 TL0129                          SUPERSEDED SURVEY CONTROL
 TL0129
 TL0129  NGVD 29 (??/??/92)  956.414  (m)         3137.83   (f) ADJ UNCH    2 0
 TL0129
 TL0129.Superseded values are not recommended for survey control.
 TL0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0129.See file dsdata.txt to determine how the superseded data were derived.
 TL0129
 TL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU082180(NAD 83)
 TL0129_MARKER: DB = BENCH MARK DISK
 TL0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0129_STAMPING: B 97 1934
 TL0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0129+STABILITY: SURFACE MOTION
 TL0129
 TL0129  HISTORY     - Date     Condition        Report By
 TL0129  HISTORY     - 1934     MONUMENTED       CGS
 TL0129  HISTORY     - 1970     GOOD             USGS
 TL0129
 TL0129                          STATION DESCRIPTION
 TL0129
 TL0129'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 TL0129'17 MI NW FROM FORT BENTON.
 TL0129'FORT BENTON, 10.0 MILES NW. ALONG STATE HIGHWAY 223 FROM THE POST
 TL0129'OFFICE, THENCE 4.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 7.0 MILES
 TL0129'N.-NW. ALONG ROAD (ORIGINAL STATE HIGHWAY 15), ABOUT 1.1 MILE S. OF
 TL0129'BOB EVANS FARM HOUSE, T.26 N., R.7 E., IN THE SW. CORNER OF SEC. 7,
 TL0129'ABOUT 600 FEET WEST OF CHIMNEY ROCK COULEE, 14 FT. S. AND 58 FT. E. OF
 TL0129'CENTER OF ROAD OPP. T-FENCE CORNER.  A STANDARD DISK STAMPED B 97 1934
 TL0129'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0568 ***********************************************************************
 SS0568  DESIGNATION -  B 98
 SS0568  PID         -  SS0568
 SS0568  STATE/COUNTY-  MT/CHOUTEAU
 SS0568  USGS QUAD   -  TUNIS (1953)
 SS0568
 SS0568                         *CURRENT SURVEY CONTROL
 SS0568  ___________________________________________________________________
 SS0568* NAD 83(1986)-  47 48 18.     (N)    110 52 13.     (W)     SCALED    
 SS0568* NAVD 88     -       913.149  (meters)    2995.89   (feet)  ADJUSTED  
 SS0568  ___________________________________________________________________
 SS0568  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 SS0568  DYNAMIC HT  -         913.151 (meters)    2995.90  (feet)  COMP
 SS0568  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 SS0568
 SS0568  VERT ORDER  -  SECOND    CLASS 0
 SS0568
 SS0568.The horizontal coordinates were scaled from a topographic map and have
 SS0568.an estimated accuracy of +/- 6 seconds.
 SS0568
 SS0568.The orthometric height was determined by differential leveling
 SS0568.and adjusted by the National Geodetic Survey in June 1991..
 SS0568
 SS0568.The geoid height was determined by GEOID03.
 SS0568
 SS0568.The dynamic height is computed by dividing the NAVD 88
 SS0568.geopotential number by the normal gravity value computed on the
 SS0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0568.degrees latitude (g = 980.6199 gals.).
 SS0568
 SS0568.The modeled gravity was interpolated from observed gravity values.
 SS0568
 SS0568;                    North         East    Units  Estimated Accuracy
 SS0568;SPC MT       -   395,920.      497,420.      MT  (+/- 180 meters Scaled)
 SS0568
 SS0568                          SUPERSEDED SURVEY CONTROL
 SS0568
 SS0568  NGVD 29 (??/??/92)  912.276  (m)         2993.03   (f) ADJ UNCH    2 0
 SS0568
 SS0568.Superseded values are not recommended for survey control.
 SS0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0568.See file dsdata.txt to determine how the superseded data were derived.
 SS0568
 SS0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT097946(NAD 83)
 SS0568_MARKER: DB = BENCH MARK DISK
 SS0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0568_STAMPING: B 98 1934
 SS0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0568+STABILITY: SURFACE MOTION
 SS0568
 SS0568  HISTORY     - Date     Condition        Report By
 SS0568  HISTORY     - 1934     MONUMENTED       CGS
 SS0568
 SS0568                          STATION DESCRIPTION
 SS0568
 SS0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0568'4.3 MI NE FROM CARTER.
 SS0568'4.3 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0568'AT CARTER, CHOUTEAU COUNTY, 107 YARDS EAST OF MILEPOST 86, 48 FEET
 SS0568'NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF THE RIGHT OF
 SS0568'WAY FENCE.  A STANDARD DISK, STAMPED B 98 1934 AND SET IN THE TOP OF A
 SS0568'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0461 ***********************************************************************
 RT0461  DESIGNATION -  BACON
 RT0461  PID         -  RT0461
 RT0461  STATE/COUNTY-  MT/WIBAUX
 RT0461  USGS QUAD   -  HODGES SE (1982)
 RT0461
 RT0461                         *CURRENT SURVEY CONTROL
 RT0461  ___________________________________________________________________
 RT0461* NAD 83(1996)-  46 51 35.72136(N)    104 16 20.65154(W)     ADJUSTED  
 RT0461* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 RT0461  ___________________________________________________________________
 RT0461  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 RT0461  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 RT0461
 RT0461  HORZ ORDER  -  FIRST
 RT0461
 RT0461.The horizontal coordinates were established by classical geodetic methods
 RT0461.and adjusted by the National Geodetic Survey in January 1998..
 RT0461
 RT0461.The orthometric height was scaled from a topographic map.
 RT0461
 RT0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0461
 RT0461.The geoid height was determined by GEOID03.
 RT0461
 RT0461;                    North         East     Units Scale Factor Converg.
 RT0461;SPC MT       -   303,304.076   998,091.613   MT  0.99939617   +3 49 26.4
 RT0461;SPC MT       -   995,092.11  3,274,578.78   iFT  0.99939617   +3 49 26.4
 RT0461;UTM  13      - 5,189,854.968   555,460.275   MT  0.99963780   +0 31 51.3
 RT0461
 RT0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0461!SPC MT       -   0.99985429  x   0.99939617  =   0.99925055
 RT0461!UTM  13      -   0.99985429  x   0.99963780  =   0.99949214
 RT0461
 RT0461:                Primary Azimuth Mark                     Grid Az
 RT0461:SPC MT       -  BEACH ND WATER TOWER                     070 56 37.4
 RT0461:UTM  13      -  BEACH ND WATER TOWER                     074 14 12.5
 RT0461
 RT0461|---------------------------------------------------------------------|
 RT0461| PID    Reference Object                     Distance      Geod. Az  |
 RT0461|                                                           dddmmss.s |
 RT0461| CQ7016 BEACH ND WATER TOWER                               0744603.8 |
 RT0461| CQ6989 BACON RM 3 AZIMUTH                                 1763229.5 |
 RT0461| CQ6990 BACON RM 1                           17.402 METERS 23811     |
 RT0461| CQ6991 BACON RM 2                           18.490 METERS 35421     |
 RT0461|---------------------------------------------------------------------|
 RT0461
 RT0461                          SUPERSEDED SURVEY CONTROL
 RT0461
 RT0461  NAD 83(1992)-  46 51 35.72137(N)    104 16 20.65119(W) AD(       ) 1
 RT0461  NAD 83(1986)-  46 51 35.71484(N)    104 16 20.63986(W) AD(       ) 1
 RT0461  NAD 27      -  46 51 35.66900(N)    104 16 18.86100(W) AD(       ) 1
 RT0461
 RT0461.Superseded values are not recommended for survey control.
 RT0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0461.See file dsdata.txt to determine how the superseded data were derived.
 RT0461
 RT0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM5546089855(NAD 83)
 RT0461_MARKER: DS = TRIANGULATION STATION DISK
 RT0461_SETTING: 66 = SET IN ROCK OUTCROP
 RT0461
 RT0461  HISTORY     - Date     Condition        Report By
 RT0461  HISTORY     - 1934     MONUMENTED       CGS
 RT0461  HISTORY     - 1966     GOOD             CGS
 RT0461  HISTORY     - 1967     GOOD             CGS
 RT0461
 RT0461                          STATION DESCRIPTION
 RT0461
 RT0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0461'STATION IS ON A HIGH ROCK BENCH ON THE HIGHEST PART OF THE
 RT0461'NORTH END OF THE DIVIDE AT THE HEAD OF GLENDIVE CREEK ON THE WEST
 RT0461'AND BEAVER CREEK ON THE EAST.  IT IS ABOUT 9 MILES SOUTHWEST
 RT0461'OF WIBAUX AND ABOUT 4 MILES WEST OF THE BAKER-WIBAUX ROAD.
 RT0461'THE BACON RANCH IS ABOUT 1/2 MILE NORTHEAST OF THE STATION.
 RT0461'
 RT0461'STATION REACHED FROM WIBAUX BY TAKING THE BAKER ROAD WHICH
 RT0461'LEAVES U.S. HIGHWAY 10 AT THE EAST END OF THE BRIDGE EAST
 RT0461'OF TOWN AND FOLLOWS IT SOUTH 9.4 MILES, TURN RIGHT ON A
 RT0461'SECTION ROAD AND GO WEST 3.5 MILES, TURN LEFT GO 0.3 MILE,
 RT0461'TURN RIGHT ON A TRACK ROAD AND GO 0.15 MILE TO AN OLD BARN,
 RT0461'TURN RIGHT AND GO NORTH ON THE EAST SIDE OF THE FENCE ABOUT
 RT0461'75 YARDS TO THE FENCE CORNER, TURN LEFT ON DIM TRACKS, GO
 RT0461'0.1 MILE AND GO THROUGH A GATE AT THE RIGHT L OF THE FENCE,
 RT0461'CONTINUE ON DIM TRACKS 0.3 MILE TO THE TOP OF DIVIDE, THEN RIGHT TO
 RT0461'THE HIGH PART OF HILL AND STATION WHICH IS ON THE HIGH SAND
 RT0461'ROCK.  AZIMUTH MARK IS 1/4 MILE SOUTH, ACROSS THE DIM TRACKS
 RT0461'ON THE NEXT HILL, ON THE EAST SIDE, IN THE LEDGE AND LOWER THAN
 RT0461'THE TOP OF THE HILL.
 RT0461'
 RT0461'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 RT0461'DISKS SET IN DRILL HOLES IN ROCK OUTCROPS.
 RT0461
 RT0461                          STATION RECOVERY (1966)
 RT0461
 RT0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 RT0461'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 RT0461'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 RT0461'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 RT0461'GROUND.
 RT0461'
 RT0461'TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN WIBAUX,
 RT0461'GO SOUTH ON STATE HIGHWAY 7 FOR 9.1 MILES TO A SIDE ROAD RIGHT
 RT0461'AND A SIGN A.L. LEY AND ROBERT LEY ONE MILE WEST.  TURN RIGHT
 RT0461'AND GO WEST ON A GRAVEL ROAD FOR 3.6 MILES TO A T-ROAD AND
 RT0461'RANCH HOUSE.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.4 MILE
 RT0461'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A TRACK ROAD FOR
 RT0461'0.4 MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTH
 RT0461'ON THE DIM TRACK ROAD FOR 0.2 MILE TO A GATE AND RELAY TOWER
 RT0461'ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE NORTH ON
 RT0461'DIM TRACK ROAD FOR 0.35 MILE TO WHERE THE ROAD TURNS LEFT,
 RT0461'CONTINUE NORTH CROSS COUNTRY FOR 0.14 MILE TO THE HIGHEST
 RT0461'PART OF RIDGE AND THE STATION.
 RT0461'
 RT0461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 RT0461'SOUTHWEST OF WIBAUX, 4.0 MILES WEST OF STATE HIGHWAY 7 AND ABOUT
 RT0461'10.0 MILES WEST OF THE MONTANA AND NORTH DAKOTA STATE LINE.
 RT0461
 RT0461                          STATION RECOVERY (1967)
 RT0461
 RT0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 RT0461'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 RT0461'CONDITION AS DESCRIBED.  FORMER DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0737 ***********************************************************************
 TN0737  DESIGNATION -  BAD
 TN0737  PID         -  TN0737
 TN0737  STATE/COUNTY-  MT/LINCOLN
 TN0737  USGS QUAD   -  IBEX PEAK (1983)
 TN0737
 TN0737                         *CURRENT SURVEY CONTROL
 TN0737  ___________________________________________________________________
 TN0737* NAD 83(1992)-  48 12 55.53677(N)    115 51 07.05005(W)     ADJUSTED  
 TN0737* NAVD 88     -       712.6    (meters)    2338.     (feet)  VERTCON   
 TN0737  ___________________________________________________________________
 TN0737  X           -  -1,856,842.552 (meters)                     COMP
 TN0737  Y           -  -3,832,190.639 (meters)                     COMP
 TN0737  Z           -   4,733,390.308 (meters)                     COMP
 TN0737  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TN0737  ELLIP HEIGHT-         696.35  (meters)          (07/28/92) GPS OBS
 TN0737  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TN0737
 TN0737  HORZ ORDER  -  FIRST
 TN0737  ELLP ORDER  -  FIFTH     CLASS I
 TN0737
 TN0737.The horizontal coordinates were established by GPS observations
 TN0737.and adjusted by the National Geodetic Survey in July 1992..
 TN0737
 TN0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0737
 TN0737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0737
 TN0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0737
 TN0737.The ellipsoidal height was determined by GPS observations
 TN0737.and is referenced to NAD 83.
 TN0737
 TN0737.The geoid height was determined by GEOID03.
 TN0737
 TN0737;                    North         East     Units Scale Factor Converg.
 TN0737;SPC MT       -   459,762.123   128,658.975   MT  0.99961390   -4 38 47.3
 TN0737;SPC MT       - 1,508,405.92    422,109.50   iFT  0.99961390   -4 38 47.3
 TN0737;UTM  11      - 5,340,881.601   585,280.969   MT  0.99968936   +0 51 21.9
 TN0737
 TN0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0737!SPC MT       -   0.99989087  x   0.99961390  =   0.99950482
 TN0737!UTM  11      -   0.99989087  x   0.99968936  =   0.99958027
 TN0737
 TN0737                          SUPERSEDED SURVEY CONTROL
 TN0737
 TN0737  NAD 83(1986)-  48 12 55.54830(N)    115 51 07.05684(W) AD(       ) 1
 TN0737  NGVD 29 (11/20/87)  711.5    (m)         2334.     (f) GPS OBS        
 TN0737
 TN0737.Superseded values are not recommended for survey control.
 TN0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0737.See file dsdata.txt to determine how the superseded data were derived.
 TN0737
 TN0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8528140882(NAD 83)
 TN0737_MARKER: DS = TRIANGULATION STATION DISK
 TN0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0737_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0737+STABILITY: SURFACE MOTION
 TN0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0737+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TN0737
 TN0737  HISTORY     - Date     Condition        Report By
 TN0737  HISTORY     - 1986     MONUMENTED       NGS
 TN0737
 TN0737                          STATION DESCRIPTION
 TN0737
 TN0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0737'THE STATION IS LOCATED ABOUT 27.2 KM (17.0 MI) SOUTH OF TROY, ALONG
 TN0737'THE WEST SIDE OF STATE HIGHWAY 56 AND ON THE SOUTHEAST SHORE OF BULL
 TN0737'LAKE ON THE SOUTH EDGE OF BULL LAKE COMMUNITY.
 TN0737'
 TN0737'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 56,
 TN0737'WHICH IS 4.8 KM (3.0 MI) EAST OF TROY, GO SOUTH ON STATE HIGHWAY 56
 TN0737'FOR 24.6 KM (15.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 TN0737'SOUTH ON STATE HIGHWAY 56 FOR 3.52 KM (2.2 MI) TO THE STATION ON THE
 TN0737'RIGHT ON THE SHORE OF THE LAKE.
 TN0737'
 TN0737'STATION MARK, STAMPED---BAD 1986---, IS A STANDARD DISK SET IN THE
 TN0737'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 8.4
 TN0737'METERS (27.6 FT) WEST OF THE CENTER OF THE HIGHWAY, 3.8 METERS
 TN0737'(12.5 FT ) SOUTHEAST OF A POWER POLE AND 1.1 METER (3.6 FT) EAST OF
 TN0737'A WITNESS POST.
 TN0737'
 TN0737'AZIMUTH MARK, STAMPED---BAD 1986---IS A STANDARD DISK SET IN THE TOP
 TN0737'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 7.6 METERS
 TN0737'(24.9 FT) WEST OF THE CENTER OF THE HIGHWAY, 1.82 METERS (6.0 FT)
 TN0737'EAST OF THE WATERLINE OF BULL LAKE AND 0.9 METER (2.9 FT) EAST OF A
 TN0737'WITNESS POST.  THE MARK IS SET ON THE SHOULDER OF THE ROAD WHERE IT
 TN0737'SLOPES TO THE WATER.
 TN0737'
 TN0737'THE STATION IS A GPS STATION AND NO REFERENCE MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0738 ***********************************************************************
 TN0738  DESIGNATION -  BAD AZ MK
 TN0738  PID         -  TN0738
 TN0738  STATE/COUNTY-  MT/LINCOLN
 TN0738  USGS QUAD   -  IBEX PEAK (1983)
 TN0738
 TN0738                         *CURRENT SURVEY CONTROL
 TN0738  ___________________________________________________________________
 TN0738* NAD 83(1992)-  48 14 35.32138(N)    115 50 26.85354(W)     ADJUSTED  
 TN0738* NAVD 88     -       714.7    (meters)    2345.     (feet)  VERTCON   
 TN0738  ___________________________________________________________________
 TN0738  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 TN0738  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TN0738
 TN0738  HORZ ORDER  -  SECOND
 TN0738
 TN0738.The horizontal coordinates were established by classical geodetic methods
 TN0738.and adjusted by the National Geodetic Survey in July 1992..
 TN0738.No horizontal observational check was made to the station.
 TN0738
 TN0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0738
 TN0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0738
 TN0738.The geoid height was determined by GEOID03.
 TN0738
 TN0738;                    North         East     Units Scale Factor Converg.
 TN0738;SPC MT       -   462,765.818   129,734.843   MT  0.99962425   -4 38 17.9
 TN0738;SPC MT       - 1,518,260.56    425,639.25   iFT  0.99962425   -4 38 17.9
 TN0738;UTM  11      - 5,343,974.843   586,063.894   MT  0.99969101   +0 51 53.3
 TN0738
 TN0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0738!SPC MT       -   0.99989054  x   0.99962425  =   0.99951483
 TN0738!UTM  11      -   0.99989054  x   0.99969101  =   0.99958158
 TN0738
 TN0738                          SUPERSEDED SURVEY CONTROL
 TN0738
 TN0738  NAD 83(1986)-  48 14 35.33294(N)    115 50 26.86026(W) AD(       ) 2
 TN0738  NGVD 29 (11/20/87)  713.5    (m)         2341.     (f) VERT ANG       
 TN0738
 TN0738.Superseded values are not recommended for survey control.
 TN0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0738.See file dsdata.txt to determine how the superseded data were derived.
 TN0738
 TN0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8606443975(NAD 83)
 TN0738_MARKER: DZ = AZIMUTH MARK DISK
 TN0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0738_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0738+STABILITY: SURFACE MOTION
 TN0738
 TN0738  HISTORY     - Date     Condition        Report By
 TN0738  HISTORY     - 1986     MONUMENTED       NGS
 TN0738
 TN0738                          STATION DESCRIPTION
 TN0738
 TN0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0738'THE AZIMUTH MARK IS LOCATED ABOUT 24.0 KM (15.0 MI) SOUTH OF TROY
 TN0738'ALONG THE RIGHT OF WAY OF STATE HIGHWAY 56.
 TN0738'
 TN0738'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 56,
 TN0738'WHICH IS 4.8 KM (3.0 MI) EAST OF TROY, GO SOUTH ON STATE HIGHWAY 56
 TN0738'FOR 24.6 KM (15.4 MI) TO THE MARK ON THE RIGHT.
 TN0738'
 TN0738'AZIMUTH MARK, STAMPED---BAD 1986---, IS A STANDARD DISK SET IN THE
 TN0738'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 7.6
 TN0738'METERS (24.9 FT) WEST OF THE CENTER OF THE HIGHWAY, 1.82 KM
 TN0738'(6.0 FT) EAST OF THE WATERLINE OF BULL LAKE AND 0.9 METER (2.9 FT)
 TN0738'EAST OF A WITNESS POST.
 TN0738'
 TN0738'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0479 ***********************************************************************
 RT0479  DESIGNATION -  BAD ET
 RT0479  PID         -  RT0479
 RT0479  STATE/COUNTY-  MT/DAWSON
 RT0479  USGS QUAD   -  HENDRICKSON COULEE (1972)
 RT0479
 RT0479                         *CURRENT SURVEY CONTROL
 RT0479  ___________________________________________________________________
 RT0479* NAD 83(1992)-  46 55 53.75774(N)    105 11 36.37637(W)     ADJUSTED  
 RT0479* NAVD 88     -       888.8    (meters)    2916.     (feet)  VERTCON   
 RT0479  ___________________________________________________________________
 RT0479  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 RT0479  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 RT0479
 RT0479  HORZ ORDER  -  THIRD
 RT0479
 RT0479.The horizontal coordinates were established by classical geodetic methods
 RT0479.and adjusted by the National Geodetic Survey in July 1992..
 RT0479
 RT0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0479
 RT0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0479
 RT0479.The geoid height was determined by GEOID03.
 RT0479
 RT0479;                    North         East     Units Scale Factor Converg.
 RT0479;SPC MT       -   306,986.154   927,593.678   MT  0.99939363   +3 09 01.0
 RT0479;SPC MT       - 1,007,172.42  3,043,286.35   iFT  0.99939363   +3 09 01.0
 RT0479;UTM  13      - 5,197,581.201   485,275.018   MT  0.99960266   -0 08 28.7
 RT0479
 RT0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0479!SPC MT       -   0.99986327  x   0.99939363  =   0.99925698
 RT0479!UTM  13      -   0.99986327  x   0.99960266  =   0.99946598
 RT0479
 RT0479:                Primary Azimuth Mark                     Grid Az
 RT0479:SPC MT       -  FALLON                                   139 41 13.6
 RT0479:UTM  13      -  FALLON                                   142 58 43.3
 RT0479
 RT0479|---------------------------------------------------------------------|
 RT0479| PID    Reference Object                     Distance      Geod. Az  |
 RT0479|                                                           dddmmss.s |
 RT0479| RT0478 FALLON                              APPROX. 7.3 KM 1425014.6 |
 RT0479|---------------------------------------------------------------------|
 RT0479
 RT0479                          SUPERSEDED SURVEY CONTROL
 RT0479
 RT0479  NAD 83(1986)-  46 55 53.74745(N)    105 11 36.34815(W) AD(       ) 3
 RT0479  NAD 27      -  46 55 53.71788(N)    105 11 34.41143(W) AD(       ) 3
 RT0479  NGVD 29 (07/19/86)  888.2    (m)         2914.     (f) VERT ANG       
 RT0479
 RT0479.Superseded values are not recommended for survey control.
 RT0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0479.See file dsdata.txt to determine how the superseded data were derived.
 RT0479
 RT0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM8527597581(NAD 83)
 RT0479_MARKER: DD = SURVEY DISK
 RT0479_SETTING: 0 = UNSPECIFIED SETTING
 RT0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0479
 RT0479  HISTORY     - Date     Condition        Report By
 RT0479  HISTORY     - 1972     MONUMENTED       USGS
 RT0479
 RT0479                          STATION DESCRIPTION
 RT0479
 RT0479'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0479'STATION IS LOCATED ABOUT 8 MI. N. 28 DEGREES W. OF FALLON, MONTANA,
 RT0479'NEAR END OF A SPUR RIDGE RUNNING SOUTHEASTERLY.
 RT0479'
 RT0479'TO REACH THE STATION FROM THE BRIDGE ON THE YELLOWSTONE RIVER, N. OF
 RT0479'FALLON, GO NE. ON U.S. HIGHWAY 10 FOR 1.0 MI. TO A GRAVEL RD. LEFT,
 RT0479'TURN LEFT ON GRAVEL RD. AND GO NORTHWESTERLY AND THEN N. 3.35 MI. TO
 RT0479'A Y-RD., TURN LEFT ON MAIN GRAVEL RD. AND GO NORTHWESTERLY AND N.
 RT0479'3.30 MI., TURN LEFT ACROSS COUNTRY 0.20 MI. TO END OF A SPUR RIDGE,
 RT0479'RUNNING SOUTHEASTERLY, AND STATION.
 RT0479'
 RT0479'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN CONCRETE POST,
 RT0479'AND STAMPED ---BAD ET 1972---.
 RT0479'
 RT0479'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0386 ***********************************************************************
 SP0386  DESIGNATION -  BAD LANDS
 SP0386  PID         -  SP0386
 SP0386  STATE/COUNTY-  MT/RICHLAND
 SP0386  USGS QUAD   -  ELMDALE NW (1983)
 SP0386
 SP0386                         *CURRENT SURVEY CONTROL
 SP0386  ___________________________________________________________________
 SP0386* NAD 83(1992)-  47 59 56.83225(N)    104 59 40.97866(W)     ADJUSTED  
 SP0386* NAVD 88     -       755.4    (meters)    2478.     (feet)  VERTCON   
 SP0386  ___________________________________________________________________
 SP0386  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 SP0386  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SP0386
 SP0386  HORZ ORDER  -  FIRST
 SP0386
 SP0386.The horizontal coordinates were established by classical geodetic methods
 SP0386.and adjusted by the National Geodetic Survey in July 1992..
 SP0386
 SP0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0386
 SP0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0386
 SP0386.The geoid height was determined by GEOID03.
 SP0386
 SP0386;                    North         East     Units Scale Factor Converg.
 SP0386;SPC MT       -   426,260.475   935,874.590   MT  0.99954125   +3 17 44.3
 SP0386;SPC MT       - 1,398,492.37  3,070,454.69   iFT  0.99954125   +3 17 44.3
 SP0386;UTM  13      - 5,316,202.437   500,394.147   MT  0.99960000   +0 00 14.1
 SP0386
 SP0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0386!SPC MT       -   0.99988435  x   0.99954125  =   0.99942566
 SP0386!UTM  13      -   0.99988435  x   0.99960000  =   0.99948440
 SP0386
 SP0386:                Primary Azimuth Mark                     Grid Az
 SP0386:SPC MT       -  BAD LANDS AZ MK                          039 58 54.1
 SP0386:UTM  13      -  BAD LANDS AZ MK                          043 16 24.3
 SP0386
 SP0386|---------------------------------------------------------------------|
 SP0386| PID    Reference Object                     Distance      Geod. Az  |
 SP0386|                                                           dddmmss.s |
 SP0386| CQ6992 BAD LANDS AZ MK                                    0431638.4 |
 SP0386| CQ6993 BAD LANDS RM 1                       14.228 METERS 04659     |
 SP0386| CQ6994 BAD LANDS RM 2                       13.762 METERS 14911     |
 SP0386| TH0673 POPLAR MUNICIPAL WATER TANK         APPROX.19.8 KM 3081530.3 |
 SP0386| TH0672 POPLAR LOURDES CATH CH SPIRE        APPROX.19.7 KM 3101106.5 |
 SP0386|---------------------------------------------------------------------|
 SP0386
 SP0386                          SUPERSEDED SURVEY CONTROL
 SP0386
 SP0386  NAD 83(1986)-  47 59 56.83024(N)    104 59 40.97394(W) AD(       ) 1
 SP0386  NAD 27      -  47 59 56.76364(N)    104 59 39.06985(W) AD(       ) 1
 SP0386  NGVD 29 (07/19/86)  754.8    (m)         2476.     (f) VERT ANG       
 SP0386
 SP0386.Superseded values are not recommended for survey control.
 SP0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0386.See file dsdata.txt to determine how the superseded data were derived.
 SP0386
 SP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP0039416202(NAD 83)
 SP0386_MARKER: DS = TRIANGULATION STATION DISK
 SP0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SP0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0386+STABILITY: SURFACE MOTION
 SP0386
 SP0386  HISTORY     - Date     Condition        Report By
 SP0386  HISTORY     - 1948     MONUMENTED       CGS
 SP0386  HISTORY     - 1949     GOOD             CGS
 SP0386  HISTORY     - 1955     GOOD             LOCENG
 SP0386  HISTORY     - 1971     GOOD             USAF
 SP0386  HISTORY     - 1972     GOOD             USGS
 SP0386  HISTORY     - 1975     GOOD             USGS
 SP0386
 SP0386                          STATION DESCRIPTION
 SP0386
 SP0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 SP0386'LOCATED ABOUT 11-1/2 MILES SOUTHEAST OF POPLAR, IN THE NE 1/4 SEC.
 SP0386'15, T 26 N, R 52 E, 115 PACES WEST OF THE APPROXIMATE CENTERLINE OF A
 SP0386'GRADED DIRT ROAD, 64 FEET SOUTH OF THE EDGE OF A BLUFF THAT
 SP0386'OVERLOOKS THE MISSOURI RIVER BAD LANDS TO THE NORTH, AND 7 FEET
 SP0386'SOUTH OF A WITNESS POST.  IT PROJECTS 3 INCHES, AND THE DISK IS
 SP0386'STAMPED BAD LANDS 1948.
 SP0386'
 SP0386'REFERENCE MARK NO. 1 IS 46.68 FEET NORTHEAST OF THE STATION, 40 FEET
 SP0386'NORTHEAST OF THE WITNESS POST, AND 15 FEET SOUTH OF THE BLUFF.  IT
 SP0386'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BAD LANDS NO 1 1948.
 SP0386'
 SP0386'REFERENCE MARK NO. 2 IS 45.15 FEET SOUTH-SOUTHEAST OF THE STATION,
 SP0386'AND 49 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.  IT PROJECTS 6
 SP0386'INCHES, AND THE DISK IS STAMPED BAD LANDS NO 2 1948.
 SP0386'
 SP0386'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NORTHEAST OF THE
 SP0386'STATION, ON THE HIGHEST POINT OF A GRASS COVERED KNOLL IN PASTURE
 SP0386'LAND, 93 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 SP0386'GRADED DIRT ROAD, AND 7 FEET SOUTH OF A WITNESS POST.  IT
 SP0386'PROJECTS 8 INCHES, AND THE DISK IS STAMPED BAD LANDS 1948.
 SP0386'
 SP0386'TO REACH THE STATION FROM THE FORT PECK FERRY ACROSS THE MISSOURI
 SP0386'RIVER ABOUT 3 MILES SOUTH OF POPLAR--FROM THE SOUTH BANK OF THE
 SP0386'MISSOURI RIVER GO SOUTH ON A GRADED DIRT ROAD FOR 0.1 MILE.  THEN
 SP0386'LEFT, EAST, 1.0 MILE.  THEN RIGHT, SOUTH, 0.25 MILE TO A SIDE
 SP0386'ROAD ON THE LEFT (SCHOOL HOUSE IN NORTHEAST CORNER OF
 SP0386'INTERSECTION).  THEN LEFT, EAST, FOLLOW THE MAIN TRAVELED GRADED
 SP0386'DIRT ROAD, (EAST AND SOUTH) FOR 10.95 MILE TO A FORK (CATTLE
 SP0386'GUARD ON THE LEFT ROAD).  THEN RIGHT ROAD, CONTINUE
 SP0386'SOUTHERLY, FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 SP0386'CONTINUE SOUTHERLY FOR 0.7 MILE TO THE STATION ON THE RIGHT AS
 SP0386'DESCRIBED.
 SP0386
 SP0386                          STATION RECOVERY (1949)
 SP0386
 SP0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 SP0386'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 SP0386'THE DESCRIPTION WRITTEN IN 1948 WAS ADEQUATE.
 SP0386
 SP0386                          STATION RECOVERY (1955)
 SP0386
 SP0386'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (MB)
 SP0386'DID NOT HAVE RECOVERY NOTES ON THIS STATION.  MINOR E. DEAN OF
 SP0386'MICHAEL BAKER, JR., INC. NOTED STATION BY A WHITE 4 X 4 POST
 SP0386'APPROXIMATELY THREE FEET ABOVE THE GROUND.  THE STATION WAS IN
 SP0386'GOOD CONDITION.  REFERENCE MARKS NUMBERS 1 AND 2 ARE ALSO IN
 SP0386'EXCELLENT CONDITION.  THE AZIMUTH MARK WAS FOUND AND IS ALSO IN
 SP0386'EXCELLENT CONDITION.
 SP0386
 SP0386                          STATION RECOVERY (1971)
 SP0386
 SP0386'RECOVERY NOTE BY US AIR FORCE 1971
 SP0386'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A BRIEF SEARCH
 SP0386'WAS MADE FOR THE AZIMUTH MARK.
 SP0386
 SP0386                          STATION RECOVERY (1972)
 SP0386
 SP0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 SP0386'FOUND IN GOOD CONDITION.
 SP0386'
 SP0386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MONTANA
 SP0386'SECONDARY HIGHWAY 480 WEST OF BROCKTON GO SOUTH ON HIGHWAY 480 FOR
 SP0386'3.10 MILES TO THE MISSOURI RIVER BRIDGE.  CONTINUE SOUTH ON A
 SP0386'GRAVEL ROAD FOR 1.60 MILES TO A T ROAD NORTH.  TURN LEFT AND GO
 SP0386'EAST AND SOUTH ON MAIN ROAD FOR 3.20 MILES TO A ROAD JUNCTION.
 SP0386'BEAR RIGHT AND CONTINUE SOUTHWEST FOR 1.35 MILES TO THE ROAD AT
 SP0386'CREST.  TURN RIGHT ACROSS COUNTRY FOR 0.10 MILE TO THE STATION
 SP0386'NEAR THE EDGE OF THE BADLANDS ON THE NORTHWEST.
 SP0386'
 SP0386'DIRECTION AND DISTANCE--POPLAR, S 50 DEG E. ABOUT 12-1/2 MILES.
 SP0386
 SP0386                          STATION RECOVERY (1975)
 SP0386
 SP0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SP0386'RECOVERED.
 SP0386'
 SP0386'STATION MARK--STANDARD TABLET, PROJECTING 3 IN. ABOVE GROUND, AND
 SP0386'STAMPED ---BAD LANDS 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0308 ***********************************************************************
 TM0308  DESIGNATION -  BADGER
 TM0308  PID         -  TM0308
 TM0308  STATE/COUNTY-  MT/PONDERA
 TM0308  USGS QUAD   -  FLAG BUTTE (1985)
 TM0308
 TM0308                         *CURRENT SURVEY CONTROL
 TM0308  ___________________________________________________________________
 TM0308* NAD 83(1992)-  48 26 06.98923(N)    112 29 56.75856(W)     ADJUSTED  
 TM0308* NAVD 88     -      1280.11   (+/-2cm)    4199.8    (feet)  VERTCON   
 TM0308  ___________________________________________________________________
 TM0308  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 TM0308  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 TM0308
 TM0308  HORZ ORDER  -  THIRD
 TM0308  VERT ORDER  -  THIRD ? (See Below)
 TM0308
 TM0308.The horizontal coordinates were established by classical geodetic methods
 TM0308.and adjusted by the National Geodetic Survey in July 1992..
 TM0308
 TM0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0308.The vertical order pertains to the NGVD 29 superseded value.
 TM0308
 TM0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0308
 TM0308.The geoid height was determined by GEOID03.
 TM0308
 TM0308;                    North         East     Units Scale Factor Converg.
 TM0308;SPC MT       -   469,324.434   378,200.484   MT  0.99970264   -2 11 37.9
 TM0308;SPC MT       - 1,539,778.33  1,240,815.24   iFT  0.99970264   -2 11 37.9
 TM0308;UTM  12      - 5,365,766.481   389,119.325   MT  0.99975105   -1 07 18.3
 TM0308
 TM0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0308!SPC MT       -   0.99980171  x   0.99970264  =   0.99950441
 TM0308!UTM  12      -   0.99980171  x   0.99975105  =   0.99955281
 TM0308
 TM0308:                Primary Azimuth Mark                     Grid Az
 TM0308:SPC MT       -  WINDMILL NO 1                            117 17 33.1
 TM0308:UTM  12      -  WINDMILL NO 1                            116 13 13.5
 TM0308
 TM0308|---------------------------------------------------------------------|
 TM0308| PID    Reference Object                     Distance      Geod. Az  |
 TM0308|                                                           dddmmss.s |
 TM0308| TM0822 WINDMILL NO 1                       APPROX.10.8 KM 1150555.2 |
 TM0308|---------------------------------------------------------------------|
 TM0308
 TM0308                          SUPERSEDED SURVEY CONTROL
 TM0308
 TM0308  NAD 83(1986)-  48 26 06.99579(N)    112 29 56.75143(W) AD(       ) 3
 TM0308  NAD 27      -  48 26 07.07501(N)    112 29 53.55734(W) AD(       ) 3
 TM0308  NGVD 29 (07/19/86) 1279.03   (m)         4196.3    (f) LEVELING    3  
 TM0308
 TM0308.Superseded values are not recommended for survey control.
 TM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0308.See file dsdata.txt to determine how the superseded data were derived.
 TM0308
 TM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU8911965766(NAD 83)
 TM0308_MARKER: Z = SEE DESCRIPTION
 TM0308_SETTING: 0 = UNSPECIFIED SETTING
 TM0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0308
 TM0308  HISTORY     - Date     Condition        Report By
 TM0308  HISTORY     - 1964     MONUMENTED       CGS
 TM0308  HISTORY     - 1964     GOOD             NGS
 TM0308
 TM0308                          STATION DESCRIPTION
 TM0308
 TM0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0308'THE STATION IS ABOUT 18-1/2 MILES NORTHEAST OF HEART BUTTE,
 TM0308'16 MILES SOUTH-SOUTHWEST OF CUT BANK AND 14-1/2 MILES NORTHWEST
 TM0308'OF VALIER, ON THE HIGHEST POINT OF WHAT IS KNOWN AS FLAG BUTTE,
 TM0308'A PROMINENT BUTTE, THE HIGHEST IN THE IMMEDIATE VICINITY.
 TM0308'
 TM0308'THE STATION IS A USGS BRONZE DISK, NOT STAMPED, RIVETED TO THE
 TM0308'TOP OF A 3 INCH IRON PIPE PROJECTING 11 INCHES.
 TM0308'
 TM0308'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FLAG,
 TM0308'THE DISTANCE BEING 18.38 FEET OR 5.600 METERS EAST.
 TM0308
 TM0308                          STATION RECOVERY (1964)
 TM0308
 TM0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TM0308'ON A PROMINENT HILL (FLAG BUTTE), IN THE NE. 1/4 SECTION 22, T 31 N,
 TM0308'R 7 W.
 TM0308'
 TM0308'RECOVERED AS FOLLOWS
 TM0308'
 TM0308'TO REACH, GO N. FROM VALIER, PAST CEMETERY, 4.7 MI. TO T-RD., THEN W.
 TM0308'ABOUT 1.0 MI., THEN N. TO BRIDGE ACROSS BIRCH CREEK, THEN W. 3.5 MI.,
 TM0308'THENCE N. 3.7 MI. TO SCHOOLHOUSE, PROCEED 0.5 MI. N., THEN W. ON RD.
 TM0308'ALONG TELEPHONE LINE, CROSS BIG IRRIGATION CANAL AT MOUTH OF COULEE,
 TM0308'THENCE UP COULEE IN WESTERLY DIRECTION TO N. BASE OF BUTTE AND
 TM0308'STATION.
 TM0308'
 TM0308'RECOVERED.
 TM0308'
 TM0308'STATION MARK--STANDARD BRONZE USGS TABLET, SET IN IRON POST 3.5 FT.
 TM0308'IN GROUND.
 TM0308'
 TM0308'REFERENCE MARK NO. 1 (1934)--STANDARD BRONZE REFERENCE TABLET,
 TM0308'STAMPED ---NO. 1---, CEMENTED IN HARD SANDSTONE ROCK SET IN EARTH
 TM0308'AT W. BREAK OF BUTTE, 162.63 FT. FROM STATION, S 73 DEG 30 MIN E.
 TM0308'
 TM0308'REFERENCE MARK NO. 2 (1934)--COPPER NAIL AND WASHER, CEMENTED IN
 TM0308'ROCK SET IN EARTH, 32.58 FT. FROM STATION, S 29 DEG 11 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0536 ***********************************************************************
 QY0536  DESIGNATION -  BADGER
 QY0536  PID         -  QY0536
 QY0536  STATE/COUNTY-  MT/BEAVERHEAD
 QY0536  USGS QUAD   -  BANNACK (1988)
 QY0536
 QY0536                         *CURRENT SURVEY CONTROL
 QY0536  ___________________________________________________________________
 QY0536* NAD 83(1992)-  45 12 20.57870(N)    112 56 26.09033(W)     ADJUSTED  
 QY0536* NAVD 88     -      2289.7    (meters)    7512.     (feet)  VERTCON   
 QY0536  ___________________________________________________________________
 QY0536  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 QY0536  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 QY0536
 QY0536  HORZ ORDER  -  FIRST
 QY0536
 QY0536.The horizontal coordinates were established by classical geodetic methods
 QY0536.and adjusted by the National Geodetic Survey in July 1992..
 QY0536
 QY0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0536
 QY0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0536
 QY0536.The geoid height was determined by GEOID03.
 QY0536
 QY0536;                    North         East     Units Scale Factor Converg.
 QY0536;SPC MT       -   112,160.197   329,812.202   MT  0.99988275   -2 31 00.5
 QY0536;SPC MT       -   367,979.65  1,082,061.03   iFT  0.99988275   -2 31 00.5
 QY0536;UTM  12      - 5,007,635.109   347,601.021   MT  0.99988558   -1 22 38.6
 QY0536
 QY0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0536!SPC MT       -   0.99964296  x   0.99988275  =   0.99952575
 QY0536!UTM  12      -   0.99964296  x   0.99988558  =   0.99952858
 QY0536
 QY0536:                Primary Azimuth Mark                     Grid Az
 QY0536:SPC MT       -  BADGER AZ MK                             084 42 34.3
 QY0536:UTM  12      -  BADGER AZ MK                             083 34 12.4
 QY0536
 QY0536|---------------------------------------------------------------------|
 QY0536| PID    Reference Object                     Distance      Geod. Az  |
 QY0536|                                                           dddmmss.s |
 QY0536| CN3905 BADGER AZ MK                                       0821133.8 |
 QY0536| CN3907 BADGER RM 2                          11.712 METERS 16943     |
 QY0536| CN3906 BADGER RM 1                           4.250 METERS 24754     |
 QY0536|---------------------------------------------------------------------|
 QY0536
 QY0536                          SUPERSEDED SURVEY CONTROL
 QY0536
 QY0536  NAD 83(1986)-  45 12 20.57851(N)    112 56 26.08860(W) AD(       ) 1
 QY0536  NAD 27      -  45 12 20.85700(N)    112 56 22.95800(W) AD(       ) 1
 QY0536  NGVD 29 (07/19/86) 2288.4    (m)         7508.     (f) VERT ANG       
 QY0536
 QY0536.Superseded values are not recommended for survey control.
 QY0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0536.See file dsdata.txt to determine how the superseded data were derived.
 QY0536
 QY0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4760107635(NAD 83)
 QY0536_MARKER: Z = SEE DESCRIPTION
 QY0536_SETTING: 66 = SET IN ROCK OUTCROP
 QY0536
 QY0536  HISTORY     - Date     Condition        Report By
 QY0536  HISTORY     - 1956     MONUMENTED       CGS
 QY0536  HISTORY     - 1956     GOOD             NGS
 QY0536
 QY0536                          STATION DESCRIPTION
 QY0536
 QY0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0536'THE STATION IS LOCATED ON THE SUMMIT OF A WOODED KNOLL WHICH
 QY0536'LIES ABOUT 15 MILES WEST OF DILLON, ABOUT 3.5 MILES NORTH-NORTHEAST
 QY0536'OF BANNACK, ABOUT 2.5 MILES SOUTH OF BADGER PASS AND ABOUT
 QY0536'0.5 MILE WEST OF A POWER LINE.
 QY0536'
 QY0536'TO REACH FROM THE POST OFFICE AT DILLON.  GO SOUTH FOR 0.1
 QY0536'MILE.  TURN RIGHT AND GO WESTERLY, ON THE ROAD WHICH LEADS
 QY0536'TOWARD MILL POINT, FOR 9.9 MILES.  CONTINUE STRAIGHT AHEAD,
 QY0536'WESTERLY, FOR 0.15 MILE.  TURN LEFT, AS PER THE SIGN READING
 QY0536'ELKHORN SPRINGS, AND GO WESTERLY FOR 2.7 MILES.  CONTINUE
 QY0536'STRAIGHT AHEAD, SOUTHWESTERLY, FOR 1.1 MILE.  TURN RIGHT AND GO
 QY0536'WESTERLY ON A DIM TRACK ROAD, FOR 0.25 MILE.  PASS UNDER THE
 QY0536'TRANSMISSION LINE, TURN WEST AND GO WESTERLY FOR 0.9 MILE.
 QY0536'TAKE THE LEFT HAND FORK AND GO SOUTHERLY ALONG THE EAST SIDE
 QY0536'OF THE CANYON FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT
 QY0536'HAND SIDE OF THE ROAD.  CONTINUE SOUTHERLY FOR 0.5 MILE TO
 QY0536'A POINT WHERE THE ROAD CROSSES OVER A LOW DIVIDE.  TURN
 QY0536'RIGHT AND GO WEST, ACROSS COUNTRY, FOR 0.1 MILE TO A
 QY0536'TRANSMISSION LINE AND THE END OF TRUCK TRAVEL.  FROM THIS
 QY0536'POINT PACK WESTERLY, UP THE STEEP SLOPE, FOR ABOUT 0.4 MILE
 QY0536'TO THE HIGH GROUND AND THE STATION.  THIS IS A 40 MINUTE
 QY0536'PACK.
 QY0536'
 QY0536'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 QY0536'STAMPED BADGER 1950, SET INTO A DRILL HOLE IN BEDROCK WHICH
 QY0536'PROJECTS 1 FOOT.
 QY0536'
 QY0536'REFERENCE MARK NUMBER 1 IS A STANDARD U.S. GEOLOGICAL SURVEY
 QY0536'REFERENCE MARK DISK, STAMPED BADGER 1950, SET INTO A DRILL
 QY0536'HOLE IN BEDROCK WHICH PROJECTS 1 FOOT.  IT IS LOCATED AT
 QY0536'ABOUT THE SAME ELEVATION AS THE STATION.
 QY0536'
 QY0536'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 QY0536'REFERENCE MARK DISK, STAMPED BADGER 1950, SET INTO A DRILL
 QY0536'HOLE IN BEDROCK WHICH PROJECTS 1 FOOT.  IT IS LOCATED ABOUT
 QY0536'4.5 FEET LOWER THAN THE STATION.
 QY0536'
 QY0536'THE AZIMUTH MARK IS 72 FEET EAST OF THE CENTER OF A GRADED
 QY0536'ROAD AND 4 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QY0536'IT PROJECTS 6 INCHES AND IS STAMPED BADGER USGS 1956.
 QY0536
 QY0536                          STATION RECOVERY (1956)
 QY0536
 QY0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QY0536'STATION IS LOCATED IN SW. 1/4 SEC. 22, T 7 S, R 11 W, IN MIDDLE OF
 QY0536'HIGHEST TIMBER RIDGE S. OF BADGER PASS.
 QY0536'
 QY0536'TO REACH STATION FROM DILLON POST OFFICE, GO S. 0.1 MI., TURN RIGHT
 QY0536'GOING W. ACROSS RAILROAD TRACKS AND FOLLOW MAIN TRAVELED RD. 16.5
 QY0536'MI. TO SUMMIT OF BADGER PASS.  TAKE LITTLE TRAVELED RD. TO LEFT AND
 QY0536'CONTINUE S. 2.3 MI. TO TOP OF FIRST SADDLE AND TO RIGHT SIDE OF HIGH
 QY0536'TIMBERED RIDGE ON WHICH STATION IS LOCATED.  A 20 MINUTE HIKE IS
 QY0536'REQUIRED FROM MIDDLE OF RIDGE BASE TO TOP AND STATION.  STATION IS
 QY0536'LOCATED ABOUT MIDWAY ALONG RIDGE ON HIGH ROCKY OUTCROP.
 QY0536'
 QY0536'STATION MARK--STANDARD USGS TABLET SET IN SOLID ROCK STAMPED
 QY0536'---BADGER 1950 V.A.B.M. 7508---.
 QY0536'
 QY0536'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 QY0536'---BADGER 1950 NO. 1---, SET IN SOLID ROCK, 12.60 FT. FROM STATION,
 QY0536'N 68 DEG E.
 QY0536'
 QY0536'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 QY0536'---BADGER 1950 NO. 2---, SET IN SOLID ROCK, 38.40 FT. FROM STATION,
 QY0536'N 10 DEG 20 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0839 ***********************************************************************
 TM0839  DESIGNATION -  BADGER
 TM0839  PID         -  TM0839
 TM0839  STATE/COUNTY-  MT/GLACIER
 TM0839  USGS QUAD   -  MAGEE RANCH (1968)
 TM0839
 TM0839                         *CURRENT SURVEY CONTROL
 TM0839  ___________________________________________________________________
 TM0839* NAD 83(1992)-  48 23 28.22491(N)    112 54 05.49701(W)     ADJUSTED  
 TM0839* NAVD 88     -      1453.8    (meters)    4770.     (feet)  VERTCON   
 TM0839  ___________________________________________________________________
 TM0839  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 TM0839  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 TM0839
 TM0839  HORZ ORDER  -  FIRST
 TM0839
 TM0839.The horizontal coordinates were established by classical geodetic methods
 TM0839.and adjusted by the National Geodetic Survey in July 1992..
 TM0839
 TM0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0839
 TM0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0839
 TM0839.The geoid height was determined by GEOID03.
 TM0839
 TM0839;                    North         East     Units Scale Factor Converg.
 TM0839;SPC MT       -   465,642.566   348,243.588   MT  0.99968363   -2 29 17.6
 TM0839;SPC MT       - 1,527,698.71  1,142,531.46   iFT  0.99968363   -2 29 17.6
 TM0839;UTM  12      - 5,361,525.859   359,233.286   MT  0.99984346   -1 25 19.2
 TM0839
 TM0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0839!SPC MT       -   0.99977444  x   0.99968363  =   0.99945814
 TM0839!UTM  12      -   0.99977444  x   0.99984346  =   0.99961793
 TM0839
 TM0839|---------------------------------------------------------------------|
 TM0839| PID    Reference Object                     Distance      Geod. Az  |
 TM0839|                                                           dddmmss.s |
 TM0839| CN3903 BADGER RM 1                           9.922 METERS 07848     |
 TM0839| CN3902 BADGER AZ MK                                       2341648.0 |
 TM0839| CN3904 BADGER RM 2                           9.153 METERS 25322     |
 TM0839|---------------------------------------------------------------------|
 TM0839
 TM0839                          SUPERSEDED SURVEY CONTROL
 TM0839
 TM0839  NAD 83(1986)-  48 23 28.23327(N)    112 54 05.48873(W) AD(       ) 1
 TM0839  NAD 27      -  48 23 28.33746(N)    112 54 02.23573(W) AD(       ) 1
 TM0839  NGVD 29 (07/19/86) 1452.6    (m)         4766.     (f) VERT ANG       
 TM0839
 TM0839.Superseded values are not recommended for survey control.
 TM0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0839.See file dsdata.txt to determine how the superseded data were derived.
 TM0839
 TM0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU5923361526(NAD 83)
 TM0839_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0839
 TM0839  HISTORY     - Date     Condition        Report By
 TM0839  HISTORY     - 1963     MONUMENTED       CGS
 TM0839  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TM0839
 TM0839                          STATION DESCRIPTION
 TM0839
 TM0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0839'THE STATION IS LOCATED ABOUT 14-1/2 MILES EAST OF EAST GLACIER,
 TM0839'12-1/2 MILES SOUTH SOUTHEAST OF BROWNING, 8 MILES NORTH NORTHWEST
 TM0839'OF HEART BUTTE, 5-1/2 MILES NORTH OF THE GLACIER-PONDERA
 TM0839'COUNTY LINE ON THE HIGHEST POINT OF THE SOUTHWEST ONE OF TWO
 TM0839'ROUNDED, BARE KNOBS.
 TM0839'
 TM0839'TO REACH FROM THE POST OFFICE IN BROWNING GO SOUTH ON MAIN
 TM0839'STREET FOR 0.25 MILE TO U.S. HIGHWAY 2 AND 89.  TURN LEFT
 TM0839'ON U.S. HIGHWAY 2 AND 89 AND GO EAST THENCE SOUTH FOR 0.9 MILE TO A
 TM0839'SIDE ROAD RIGHT AT A TURN IN THE HIGHWAY.  TURN RIGHT AND
 TM0839'GO 0.7 MILE TO THE BROWNING RAILROAD DEPOT.  CROSS THE TRACKS
 TM0839'AND CONTINUE STRAIGHT AHEAD FOR 8.4 MILES TO THE STEEL BRIDGE
 TM0839'OVER TWO MEDICINE CREEK, CONTINUE AHEAD FOR 1.9 MILES TO THE
 TM0839'TOP OF THE GRADE AND A TRACK CROSS ROAD.  TURN LEFT ON THE
 TM0839'TRACK ROAD AND GO EASTERLY FOR 0.9 MILE TO A FORK, TAKE THE
 TM0839'RIGHT FORK AND GO 0.6 MILE TO A FORK, TAKE THE RIGHT FORK
 TM0839'AND GO 0.7 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 TM0839'SOUTHERLY FOR 0.8 MILE TO THE FRANK HARRISON SR. RANCH.  PASS
 TM0839'THROUGH A GATE TO THE NORTHEAST OF THE BARN, CROSS THE
 TM0839'DRAW AND FOLLOW THE TRACK ROAD EASTERLY, UP HILL, PASSING A
 TM0839'LAKE FOR 0.9 MILE TO A CROSS ROAD AT THE TOP OF THE HILL.
 TM0839'TURN LEFT AND GO NORTHEAST FOR 0.7 MILE TO A DIM FORK,
 TM0839'TAKE THE LEFT FORK AND GO 1.2 MILES TO A FORK.  TAKE THE RIGHT
 TM0839'FORK AND GO 100 YARDS TO A FENCE CORNER, THENCE EAST
 TM0839'ALONG THE SOUTH SIDE OF THE FENCE FOR 0.2 MILE TO A SQUARE
 TM0839'FENCE POST IN THE FENCE LINE.  TURN RIGHT AND GO SOUTH
 TM0839'ACROSS COUNTRY FOR 0.4 MILE TO THE HIGHEST POINT VISIBLE AND
 TM0839'THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION
 TM0839'DRIVE SOUTHWEST FOR 0.3 MILE TO A LARGE BOULDER JUST
 TM0839'VISIBLE OVER THE SHOULDER OF A LOWER HILL AND THE MARK.
 TM0839'
 TM0839'THE STATION MARK IS A STANDARD DISK, STAMPED BADGER 1963,
 TM0839'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 TM0839'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 3.4 FEET WEST OF A
 TM0839'WITNESS POST.
 TM0839'
 TM0839'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BADGER NO 1 1963,
 TM0839'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 TM0839'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 30.3 FEET
 TM0839'NORTHEAST OF THE WITNESS POST AND ABOUT LEVEL WITH THE STATION.
 TM0839'
 TM0839'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BADGER NO 2 1963,
 TM0839'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 TM0839'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 32.6 FEET
 TM0839'SOUTHWEST OF THE WITNESS POST AND ABOUT LEVEL WITH THE STATION.
 TM0839'
 TM0839'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BADGER 1963,
 TM0839'CEMENTED IN A DRILL HOLE IN A BOULDER 8 BY 12 FEET IN CROSS
 TM0839'SECTION AND PROJECTING 4 FEET ABOVE THE GROUND.  THE BOULDER
 TM0839'HAS A LARGE CRACK THROUGH THE CENTER AND IS THE ONLY BOULDER
 TM0839'OF ANY SIZE IN THE AREA.
 TM0839
 TM0839                          STATION RECOVERY (1964)
 TM0839
 TM0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0839'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND, AS
 TM0839'DESCRIBED, IN GOOD CONDITION.  DUE TO FLOOD DAMAGE THE 1963
 TM0839'ROUTE TO THE STATION IS OBSOLETE.  THE FOLLOWING IS A NEW AND
 TM0839'COMPLETE ROUTE.
 TM0839'
 TM0839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 TM0839'89, ABOUT 4 MILES SOUTHEAST OF BROWNING, GO SOUTHEAST ON U.S.
 TM0839'HIGHWAY 89 FOR 8.4 MILES TO A BRIDGE OVER THE TWO MEDICINE
 TM0839'CREEK, CONTINUE AHEAD FOR 0.05 MILE TO A GRAVELED SIDE ROAD
 TM0839'RIGHT.  TURN RIGHT AND FOLLOW THE GRAVELED ROAD WESTERLY FOR
 TM0839'3.3 MILES TO A CATTLE GUARD AND A GATE.  CROSS THE CATTLE GUARD
 TM0839'AND CONTINUE ON THE ROAD FOR 1.6 MILES TO A SIDE ROAD ON THE
 TM0839'LEFT AND A WIRE GATE ON THE RIGHT.  TURN LEFT, SOUTH, AND
 TM0839'FOLLOW THE TRACK ROAD FOR 1.2 MILES TO A FORK.  TAKE THE
 TM0839'RIGHT FORK AND GO SOUTHERLY FOR 0.8 MILE TO A FORK AT A
 TM0839'CAIRN.  TAKE THE RIGHT FORK AND GO WESTERLY ALONG THE TOP OF
 TM0839'THE RIDGE FOR 2.0 MILES TO A WIRE GATE.  PASS THROUGH THE
 TM0839'GATE AND CONTINUE ON THE TRACK ROAD FOR 1.1 MILES TO A WIRE
 TM0839'GATE.  PASS THROUGH THE GATE AND TURN LEFT AND GO SOUTH
 TM0839'ALONG THE WEST SIDE OF THE FENCE FOR 0.05 MILE TO A FENCE
 TM0839'CORNER.  TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF THE
 TM0839'FENCE FOR 0.2 MILE TO A SQUARE FENCE POST.  HERE TURN RIGHT
 TM0839'AND GO SOUTH TO THE HIGHEST POINT AND THE STATION, A DISTANCE
 TM0839'OF 0.4 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0733 ***********************************************************************
 TJ0733  DESIGNATION -  BADGER
 TJ0733  PID         -  TJ0733
 TJ0733  STATE/COUNTY-  MT/VALLEY
 TJ0733  USGS QUAD   -  
 TJ0733
 TJ0733                         *CURRENT SURVEY CONTROL
 TJ0733  ___________________________________________________________________
 TJ0733* NAD 83(1992)-  49 00 17.82839(N)    106 19 23.39582(W)     ADJUSTED  
 TJ0733* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 TJ0733  ___________________________________________________________________
 TJ0733  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 TJ0733  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TJ0733
 TJ0733  HORZ ORDER  -  THIRD
 TJ0733
 TJ0733.The horizontal coordinates were established by classical geodetic methods
 TJ0733.and adjusted by the National Geodetic Survey in July 1992..
 TJ0733
 TJ0733.The orthometric height was scaled from a topographic map.
 TJ0733
 TJ0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0733
 TJ0733.The geoid height was determined by GEOID03.
 TJ0733
 TJ0733;                    North         East     Units Scale Factor Converg.
 TJ0733;SPC MT       -   533,131.286   832,368.618   MT  1.00000305   +2 19 25.9
 TJ0733;SPC MT       - 1,749,118.39  2,730,868.17   iFT  1.00000305   +2 19 25.9
 TJ0733;UTM  13      - 5,428,849.732   403,231.118   MT  0.99971504   -0 59 55.5
 TJ0733
 TJ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0733!SPC MT       -   0.99986021  x   1.00000305  =   0.99986326
 TJ0733!UTM  13      -   0.99986021  x   0.99971504  =   0.99957529
 TJ0733
 TJ0733:                Primary Azimuth Mark                     Grid Az
 TJ0733:SPC MT       -  BOUNDARY MON 510 CD US                   182 21 11.8
 TJ0733:UTM  13      -  BOUNDARY MON 510 CD US                   185 40 33.2
 TJ0733
 TJ0733|---------------------------------------------------------------------|
 TJ0733| PID    Reference Object                     Distance      Geod. Az  |
 TJ0733|                                                           dddmmss.s |
 TJ0733| TJ0774 BOUNDARY MON 510 CD US              APPROX. 0.6 KM 1844037.7 |
 TJ0733| TJ0751 KID                                 APPROX. 8.9 KM 2315210.6 |
 TJ0733|---------------------------------------------------------------------|
 TJ0733
 TJ0733                          SUPERSEDED SURVEY CONTROL
 TJ0733
 TJ0733  NAD 83(1986)-  49 00 17.82890(N)    106 19 23.39742(W) AD(       ) 3
 TJ0733
 TJ0733.Superseded values are not recommended for survey control.
 TJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0733.See file dsdata.txt to determine how the superseded data were derived.
 TJ0733
 TJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0323128850(NAD 83)
 TJ0733_MARKER: H = DRILL HOLE
 TJ0733_SETTING: 80 = SET IN A BOULDER
 TJ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0733+STABILITY: SURFACE MOTION
 TJ0733
 TJ0733  HISTORY     - Date     Condition        Report By
 TJ0733  HISTORY     - 1910     MONUMENTED       IBC
 TJ0733
 TJ0733                          STATION DESCRIPTION
 TJ0733
 TJ0733'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0733'ABOUT 2 MILES EAST OF THE WEST BRANCH OF POPLAR RIVER, IN SE 1/4
 TJ0733'SECTION 3, TOWNSHIP 1, RANGE 3 W, THIRD MERIDIAN.  THE STATION IS ON
 TJ0733'A KNOLL ABOUT 600 METERS NORTH OF INTERNATIONAL BOUNDARY MONUMENT 510.
 TJ0733'
 TJ0733'STATION MARK--A DRILL HOLE AND TRIANGLE IN A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0412 ***********************************************************************
 QV0412  DESIGNATION -  BADGER PEAK LOT
 QV0412  PID         -  QV0412
 QV0412  STATE/COUNTY-  MT/ROSEBUD
 QV0412  USGS QUAD   -  BADGER PEAK (1978)
 QV0412
 QV0412                         *CURRENT SURVEY CONTROL
 QV0412  ___________________________________________________________________
 QV0412* NAD 83(1992)-  45 38 33.64454(N)    106 32 53.69274(W)     ADJUSTED  
 QV0412* NAVD 88     -      1349.6    (meters)    4428.     (feet)  VERTCON   
 QV0412  ___________________________________________________________________
 QV0412  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 QV0412  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 QV0412
 QV0412  HORZ ORDER  -  THIRD
 QV0412
 QV0412.The horizontal coordinates were established by classical geodetic methods
 QV0412.and adjusted by the National Geodetic Survey in July 1992..
 QV0412
 QV0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0412
 QV0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0412
 QV0412.The geoid height was determined by GEOID03.
 QV0412
 QV0412;                    North         East     Units Scale Factor Converg.
 QV0412;SPC MT       -   159,112.318   829,990.595   MT  0.99967507   +2 09 33.2
 QV0412;SPC MT       -   522,022.04  2,723,066.26   iFT  0.99967507   +2 09 33.2
 QV0412;UTM  13      - 5,055,513.618   379,346.532   MT  0.99977897   -1 06 25.6
 QV0412
 QV0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0412!SPC MT       -   0.99979082  x   0.99967507  =   0.99946596
 QV0412!UTM  13      -   0.99979082  x   0.99977897  =   0.99956984
 QV0412
 QV0412                          SUPERSEDED SURVEY CONTROL
 QV0412
 QV0412  NAD 83(1986)-  45 38 33.63064(N)    106 32 53.67267(W) AD(       ) 3
 QV0412  NGVD 29 (02/04/91) 1348.8    (m)         4425.     (f) VERT ANG       
 QV0412
 QV0412.Superseded values are not recommended for survey control.
 QV0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0412.See file dsdata.txt to determine how the superseded data were derived.
 QV0412
 QV0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL7934755514(NAD 83)
 QV0412_MARKER: 57 = LOOKOUT TOWER
 QV0412
 QV0412  HISTORY     - Date     Condition        Report By
 QV0412  HISTORY     - 1957     FIRST OBSERVED   USGS
 QV0412
 QV0412                          STATION DESCRIPTION
 QV0412
 QV0412'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0412'THE STATION IS THE APEX OF BADGER PEAK LOOKOUT TOWER, LOCATED ON A
 QV0412'SHARP TOP CALLED --BADGER PEAK-- 1 MI. N. AND 6 MI. E. OF LAME DEER,
 QV0412'ROSEBUD COUNTY, MONTANA.  THE TOWER WAS BUILT AND IS MANNED (DURING
 QV0412'THE SUMMER) BY THE U.S. DEPARTMENT OF INTERIOR, NORTHERN CHEYENNE
 QV0412'INDIAN AGENCY FOREST SERVICE.  IT IS IN THE NORTHERN CHEYENNE
 QV0412'RESERVATION, IN OR NEAR SEC. 27, T 2 S, R 42 E.
 QV0412'
 QV0412'TO REACH FROM LAME DEER, DRIVE E. ON STATE HIGHWAY 8 4.7 MI. TO A
 QV0412'FOREST RD. ON LEFT, TURN LEFT (N.) AND DRIVE GENERALLY NE. FOR
 QV0412'--.-- MI. TO A WIRE GATE NW. OF TOWER, TURN IN RIGHT AND DRIVE ON
 QV0412'BULLDOZED GRADE FOR 0.15 MI. TO TOP OF HILL AND STEEL TOWER.
 QV0412'
 QV0412'STATION MARK--APEX OF LOOKOUT ROOM ON STEEL TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1086 ***********************************************************************
 SR1086  DESIGNATION -  BADLANDS
 SR1086  PID         -  SR1086
 SR1086  STATE/COUNTY-  MT/BLAINE
 SR1086  USGS QUAD   -  JOHN COULEE (1971)
 SR1086
 SR1086                         *CURRENT SURVEY CONTROL
 SR1086  ___________________________________________________________________
 SR1086* NAD 83(1992)-  47 53 16.17824(N)    108 57 35.93045(W)     ADJUSTED  
 SR1086* NAVD 88     -       989.5    (meters)    3246.     (feet)  VERTCON   
 SR1086  ___________________________________________________________________
 SR1086  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 SR1086  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 SR1086
 SR1086  HORZ ORDER  -  FIRST
 SR1086
 SR1086.The horizontal coordinates were established by classical geodetic methods
 SR1086.and adjusted by the National Geodetic Survey in July 1992..
 SR1086
 SR1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1086
 SR1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1086
 SR1086.The geoid height was determined by GEOID03.
 SR1086
 SR1086;                    North         East     Units Scale Factor Converg.
 SR1086;SPC MT       -   404,368.587   640,366.287   MT  0.99950952   +0 23 42.1
 SR1086;SPC MT       - 1,326,668.59  2,100,939.26   iFT  0.99950952   +0 23 42.1
 SR1086;UTM  12      - 5,305,847.250   652,502.656   MT  0.99988579   +1 30 49.1
 SR1086
 SR1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1086!SPC MT       -   0.99984731  x   0.99950952  =   0.99935690
 SR1086!UTM  12      -   0.99984731  x   0.99988579  =   0.99973311
 SR1086
 SR1086|---------------------------------------------------------------------|
 SR1086| PID    Reference Object                     Distance      Geod. Az  |
 SR1086|                                                           dddmmss.s |
 SR1086| CQ4982 BADLANDS RM 1                         8.380 METERS 05904     |
 SR1086| CQ4983 BADLANDS RM 2                         3.990 METERS 28155     |
 SR1086| CQ4981 BADLANDS AZ MK                                     3421643.0 |
 SR1086|---------------------------------------------------------------------|
 SR1086
 SR1086                          SUPERSEDED SURVEY CONTROL
 SR1086
 SR1086  NAD 83(1986)-  47 53 16.17542(N)    108 57 35.91253(W) AD(       ) 1
 SR1086  NAD 27      -  47 53 16.22700(N)    108 57 33.30500(W) AD(       ) 1
 SR1086  NGVD 29 (07/19/86)  988.7    (m)         3244.     (f) VERT ANG       
 SR1086
 SR1086.Superseded values are not recommended for survey control.
 SR1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1086.See file dsdata.txt to determine how the superseded data were derived.
 SR1086
 SR1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU5250305847(NAD 83)
 SR1086_MARKER: DS = TRIANGULATION STATION DISK
 SR1086_SETTING: 0 = UNSPECIFIED SETTING
 SR1086
 SR1086  HISTORY     - Date     Condition        Report By
 SR1086  HISTORY     - 1949     MONUMENTED       CGS
 SR1086  HISTORY     - 1971     GOOD             USGS
 SR1086
 SR1086                          STATION DESCRIPTION
 SR1086
 SR1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1086'THE STATION IS LOCATED ABOUT 32-1/2 MILES SOUTH-SOUTHEAST
 SR1086'OF LLOYD, ABOUT 15 MILES SOUTHWEST OF HAYS, ABOUT 3-1/2
 SR1086'MILES WEST OF THE BLANE-PHILLIPS COUNTY LINE, ABOUT 2 MILES
 SR1086'EAST OF COW CREEK, 25 FEET EAST OF THE WEST EDGE OF A RIDGE
 SR1086'THAT DROPS OFF ABRUPTLY TO THE WEST AND SOUTH, 25 FEET
 SR1086'SOUTH-SOUTHEAST OF TWO 10-INCH PINE TREES, 20 FEET SOUTHEAST
 SR1086'OF A 10-INCH PINE TREE, AND 5 FEET NORTH OF THE SOUTH EDGE OF
 SR1086'THE RIDGE.
 SR1086'
 SR1086'TO REACH THE STATION FROM LLOYD, GO SOUTHERLY ON THE MAIN
 SR1086'TRAVELED ROAD FOR 19.35 MILES TO A LARGE MAIL BOX ON THE RIGHT
 SR1086'AND SIGN SEVERIN SIVERTSEN (WIRE GATE ON THE LEFT).  THEN
 SR1086'LEAVE THE MAIN TRAVELED ROAD, TURN LEFT (EASTERLY) THROUGH
 SR1086'THE WIRE GATE FOR 0.15 MILE TO A RANCH HOUSE.  CONTINUE
 SR1086'EASTERLY FOR 1.1 MILE TO A RANCH HOUSE ON THE RIGHT.  CONTINUE
 SR1086'FOR 0.05 MILE TO A GATE.  THEN THROUGH GATE, CONTINUE
 SR1086'EASTERLY FOR 1.7 MILES TO A RANCH HOUSE ON THE RIGHT.  BEAR
 SR1086'TO THE LEFT AND CONTINUE ON THE MAIN TRAVELED TRACK ROAD FOR
 SR1086'2.6 MILES TO THE RANCH HOUSE ON THE LEFT OF MR. JACK WILLY.
 SR1086'THERE IS A ROAD FORK SOUTH OF THE RANCH HOUSE APPROXIMATELY
 SR1086'100 YARDS.  TAKE THE LEFT ROAD FOR 0.2 MILE TO A POLE
 SR1086'GATE.  THEN THROUGH THE GATE, CONTINUE EASTERLY FOR 0.4
 SR1086'MILE TO A FORK.  THEN LEFT ROAD FOR 0.4 MILE (CROSSING A COULEE)
 SR1086'TO A WIRE GATE.  THEN THROUGH THE GATE FOR 1.5 MILE TO A
 SR1086'POINT WHERE THE MAIN TRAVELED ROAD TURNS SHARP RIGHT.  TURN
 SR1086'LEFT ON A DIM TRACK ROAD FOR 0.6 MILE TO A FORK.  THEN RIGHT
 SR1086'ROAD FOR 0.8 MILE TO A LOG HOUSE ON THE RIGHT.  CONTINUE
 SR1086'EASTERLY FOR 1.7 MILES TO A CROSSROAD.  THEN RIGHT,
 SR1086'SOUTHERLY, FOR 3.1 MILES TO A DIM TRACK ROAD ON THE LEFT.  THEN
 SR1086'RIGHT FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT, EASTERLY, FOR 5.7
 SR1086'MILES TO COW CREEK.  CROSS THE CREEK AT A RANCH HOUSE,
 SR1086'CONTINUE FIRST EASTERLY THEN NORTHERLY FOR 1.55 MILE TO A
 SR1086'FORK.  THEN RIGHT ROAD FOR 0.4 MILE TO A GATE ON THE
 SR1086'RIGHT.  THEN THROUGH GATE, EASTERLY, FOR 1.15 MILE TO A FORK.
 SR1086'THEN RIGHT ROAD (SOUTHERLY) FOR 3.7 MILES TO A FORK.  THEN
 SR1086'LEFT ROAD (ROAD TURNS INTO A COW PATH) FOR 0.8 MILE TO THE END
 SR1086'OF TRUCK TRAVEL (NORTH-SOUTH RIDGE ON THE LEFT).  FOLLOW
 SR1086'ALONG THE CREST OF THE RIDGE (COW PATH FOR A TRAIL), SOUTHERLY,
 SR1086'FOR 25 MINUTES TO A FORK.  THEN RIGHT TRAIL (ACROSS A SADDLE)
 SR1086'FOR 15 MINUTES TO A KNOLL ON THE RIGHT AND THE AZIMUTH MARK AS
 SR1086'DESCRIBED.  CONTINUE SOUTHERLY FOR 20 MINUTES TO THE SOUTH
 SR1086'EDGE OF THE RIDGE.  THEN BEAR TO THE RIGHT, WESTERLY, FOR
 SR1086'ABOUT 200 FEET TO THE STATION AS DESCRIBED.  THERE ARE
 SR1086'NUMEROUS GATES NOT MENTIONED IN THIS DESCRIPTION DUE TO
 SR1086'THE FACT THAT THERE WERE NO ROAD CHANGES AT THESE POINTS.
 SR1086'
 SR1086'THE STATION MARK IS A STANDARD DISK STAMPED BADLANDS 1948
 SR1086'WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 SR1086'
 SR1086'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION.  IT IS
 SR1086'A STANDARD DISK STAMPED BADLANDS NO 1 1948 WELDED TO THE TOP OF A
 SR1086'2-INCH IRON PIPE THAT PROJECTS 8 INCHES.
 SR1086'
 SR1086'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE RIDGE.  IT
 SR1086'IS A STANDARD DISK STAMPED BADLANDS NO 2 1948 WELDED TO THE TOP
 SR1086'OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 SR1086'
 SR1086'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE FROM THE STATION ON
 SR1086'THE HIGHEST POINT OF A BARE KNOLL THAT HAS THREE SMALL PINE
 SR1086'TREES ON ITS NORTH SIDE.  IT IS A STANDARD DISK STAMPED
 SR1086'BADLANDS 1948 WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT
 SR1086'PROJECTS 8 INCHES.
 SR1086'
 SR1086'ALL MARKS AT THIS STATION WERE SET BY THE PARTY OF M.J. TONKEL
 SR1086'IN 1948.
 SR1086'
 SR1086'A 20 FOOT WOODEN STAND AT TWO CALF 1948.  15 FOOT WOODEN
 SR1086'STANDS AT ANTELOPE 1948, AND LION.  10 FOOT WOODEN STAND AT
 SR1086'WOODHAWK.  4 FOOT WOODEN STAND AT CRYSTAL 1948 ARE VISIBLE
 SR1086'FROM A 4 FOOT WOODEN STAND.
 SR1086
 SR1086                          STATION RECOVERY (1971)
 SR1086
 SR1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (BFD)
 SR1086'NEW TO REACH DESCRIPTION.
 SR1086'
 SR1086'TO REACH THE STATION FROM MONTANA STATE HIGHWAY 376 JUNCTION
 SR1086'WITH THE ROAD LEADING SOUTHEAST TO HAYS GO SOUTH ON STATE
 SR1086'HIGHWAY 376 FOR 3.15 MILES TO A ROAD LEADING WEST.  TURN RIGHT
 SR1086'ON MAIN ROAD FOR 6.5 MILES PASSING THROUGH A CATTLE GUARD
 SR1086'WHICH IS ABOUT 1/4 MILE NORTHEAST OF A GROUP OF FARM BUILDINGS.
 SR1086'CONTINUE WEST ON MAIN ROAD FOR 3.3 MILES TO A ROAD Y JCT.
 SR1086'(SIGN A.E. OWENS).  TAKE RIGHT FORK AND CONTINUE WEST 0.6 MILES
 SR1086'TO A ROAD JCT.  TURN RIGHT, NORTHERLY, FOR 2.0 MILES TO A
 SR1086'TRACK ROAD LEADING WEST THROUGH A GATE AT A FENCE CORNER.  GO
 SR1086'THROUGH GATE AND CONTINUE WESTERLY FOR 0.7 MILES TO A
 SR1086'REVERSE ROAD Y JCT.  TAKE ROAD TO LEFT AND CONTINUE
 SR1086'WESTERLY ON MAIN ROAD FOR 2.9 MILES TO A ROAD Y JCT.  (SIGN
 SR1086'SPENCER CAMPERS).  TAKE LEFT FORK THROUGH CATTLE GUARD AND CONTINUE
 SR1086'SOUTHERLY 2.35 MILES THROUGH A GATE AT A FENCE CORNER
 SR1086'NORTH AND EAST.  CONTINUE ON MAIN ROAD SOUTH FOR 1.45 MILES
 SR1086'TO DIM TRACK ROAD LEADING SOUTHEAST.  TAKE LEFT FORK
 SR1086'ON DIM TRACK ROAD FOR 0.8 MILES TO ANOTHER DIM TRACK ROAD
 SR1086'SOUTH.  CONTINUE EASTERLY ON MAIN TRACK ROAD FOR 1.55 MILES
 SR1086'TO A SHARP ROAD BEND ON TOP OF A RIDGE FROM SOUTHWEST TO
 SR1086'EAST.  CONTINUE ON MAIN TRACK ROAD FOR 1.1 MILES TO ROAD
 SR1086'AT CREST.  TURN RIGHT ALONG RIDGE SOUTHWEST ACROSS COUNTRY
 SR1086'FOR 0.1 MILES AND STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0381 ***********************************************************************
 SP0381  DESIGNATION -  BADLANDS ET
 SP0381  PID         -  SP0381
 SP0381  STATE/COUNTY-  MT/DAWSON
 SP0381  USGS QUAD   -  GLENDIVE (1967)
 SP0381
 SP0381                         *CURRENT SURVEY CONTROL
 SP0381  ___________________________________________________________________
 SP0381* NAD 83(1992)-  47 02 34.82764(N)    104 40 27.30892(W)     ADJUSTED  
 SP0381* NAVD 88     -       826.0    (meters)    2710.     (feet)  VERTCON   
 SP0381  ___________________________________________________________________
 SP0381  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 SP0381  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 SP0381
 SP0381  HORZ ORDER  -  THIRD
 SP0381
 SP0381.The horizontal coordinates were established by classical geodetic methods
 SP0381.and adjusted by the National Geodetic Survey in July 1992..
 SP0381
 SP0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0381
 SP0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0381
 SP0381.The geoid height was determined by GEOID03.
 SP0381
 SP0381;                    North         East     Units Scale Factor Converg.
 SP0381;SPC MT       -   321,642.683   966,277.908   MT  0.99939278   +3 31 48.2
 SP0381;SPC MT       - 1,055,258.15  3,170,203.11   iFT  0.99939278   +3 31 48.2
 SP0381;UTM  13      - 5,209,994.897   524,745.254   MT  0.99960753   +0 14 18.3
 SP0381
 SP0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0381!SPC MT       -   0.99987311  x   0.99939278  =   0.99926596
 SP0381!UTM  13      -   0.99987311  x   0.99960753  =   0.99948069
 SP0381
 SP0381:                Primary Azimuth Mark                     Grid Az
 SP0381:SPC MT       -  IRON                                     143 10 31.0
 SP0381:UTM  13      -  IRON                                     146 28 00.9
 SP0381
 SP0381|---------------------------------------------------------------------|
 SP0381| PID    Reference Object                     Distance      Geod. Az  |
 SP0381|                                                           dddmmss.s |
 SP0381| RT0471 IRON                                APPROX.11.3 KM 1464219.2 |
 SP0381|---------------------------------------------------------------------|
 SP0381
 SP0381                          SUPERSEDED SURVEY CONTROL
 SP0381
 SP0381  NAD 83(1986)-  47 02 34.81779(N)    104 40 27.29438(W) AD(       ) 3
 SP0381  NAD 27      -  47 02 34.77239(N)    104 40 25.45574(W) AD(       ) 3
 SP0381  NGVD 29 (07/19/86)  825.4    (m)         2708.     (f) VERT ANG       
 SP0381
 SP0381.Superseded values are not recommended for survey control.
 SP0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0381.See file dsdata.txt to determine how the superseded data were derived.
 SP0381
 SP0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN2474509995(NAD 83)
 SP0381
 SP0381  HISTORY     - Date     Condition        Report By
 SP0381  HISTORY     - 1966     MONUMENTED       USGS
 SP0381  HISTORY     - 1975     GOOD             USGS
 SP0381
 SP0381                          STATION DESCRIPTION
 SP0381
 SP0381'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 SP0381'STATION IS 4.6 MI. SSE. OF GLENDIVE, MONTANA, NEAR CENTER OF SEC. 19,
 SP0381'T 15 N, R 56 E.
 SP0381'
 SP0381'TO REACH FROM GLENDIVE, GO 5.9 MI. SE. ON GRAVEL RD. TO MAKOSHIKA
 SP0381'STATE PARK, TO A SHARP CONE SHAPED PEAK ON N. SIDE OF RD., AND STATION
 SP0381'ON THE HIGHEST POINT.
 SP0381'
 SP0381'RECOVERED.
 SP0381'
 SP0381'STATION MARK--STANDARD ALUMINUM TABLET, SET IN CONCRETE POST
 SP0381'PROJECTING 0.2 FT., AND STAMPED ---BADLANDS-ET 1966---.
 SP0381'
 SP0381'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0413 ***********************************************************************
 QV0413  DESIGNATION -  BAILEY
 QV0413  PID         -  QV0413
 QV0413  STATE/COUNTY-  MT/ROSEBUD
 QV0413  USGS QUAD   -  COLSTRIP SW (1971)
 QV0413
 QV0413                         *CURRENT SURVEY CONTROL
 QV0413  ___________________________________________________________________
 QV0413* NAD 83(1992)-  45 45 29.07874(N)    106 39 10.73236(W)     ADJUSTED  
 QV0413* NAVD 88     -      1082.0    (meters)    3550.     (feet)  VERTCON   
 QV0413  ___________________________________________________________________
 QV0413  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 QV0413  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 QV0413
 QV0413  HORZ ORDER  -  THIRD
 QV0413
 QV0413.The horizontal coordinates were established by classical geodetic methods
 QV0413.and adjusted by the National Geodetic Survey in July 1992..
 QV0413
 QV0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0413
 QV0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0413
 QV0413.The geoid height was determined by GEOID03.
 QV0413
 QV0413;                    North         East     Units Scale Factor Converg.
 QV0413;SPC MT       -   171,623.316   821,367.855   MT  0.99962965   +2 04 57.4
 QV0413;SPC MT       -   563,068.62  2,694,776.43   iFT  0.99962965   +2 04 57.4
 QV0413;UTM  13      - 5,068,497.437   371,449.613   MT  0.99980316   -1 11 03.7
 QV0413
 QV0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0413!SPC MT       -   0.99983277  x   0.99962965  =   0.99946248
 QV0413!UTM  13      -   0.99983277  x   0.99980316  =   0.99963596
 QV0413
 QV0413                          SUPERSEDED SURVEY CONTROL
 QV0413
 QV0413  NAD 83(1986)-  45 45 29.06603(N)    106 39 10.71584(W) AD(       ) 3
 QV0413  NGVD 29 (02/04/91) 1081.3    (m)         3548.     (f) VERT ANG       
 QV0413
 QV0413.Superseded values are not recommended for survey control.
 QV0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0413.See file dsdata.txt to determine how the superseded data were derived.
 QV0413
 QV0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL7145068497(NAD 83)
 QV0413_MARKER: DS = TRIANGULATION STATION DISK
 QV0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0413+STABILITY: SURFACE MOTION
 QV0413
 QV0413  HISTORY     - Date     Condition        Report By
 QV0413  HISTORY     - 1957     MONUMENTED       USGS
 QV0413
 QV0413                          STATION DESCRIPTION
 QV0413
 QV0413'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0413'STATION IS NEAR THE W. END OF A PROMINENT RED BUTTE ABOUT 9 MI. DUE
 QV0413'N. OF LAME DEER, ROSEBUD COUNTY, MONTANA, PROBABLY IN SEC. 15,
 QV0413'T 1 S, R 41 E.  THE RED BUTTE IS ABOUT 1.5 MI. NW. OF ROSEBUD CREEK,
 QV0413'AND ABOUT 2 MI. NW. OF BILL BROADUS RANCH HOUSE.
 QV0413'
 QV0413'TO REACH FROM THE CROSSROAD IN LAME DEER, DRIVE N. ON GRADED COUNTY
 QV0413'RD. FOR 9.8 MI. TO THE BROADUS RANCH ON LEFT, PASS THROUGH GATE AND
 QV0413'DRIVE NW. 0.15 MI. TO THE HOUSE, GET PERMISSION TO ENTER, DRIVE S.
 QV0413'LOOPING BACK TO N. 0.4 TO TWO WIRE GATES, PASS THROUGH RIGHT (E.)
 QV0413'GATE AND CONTINUE 200 FT., TURN LEFT AND CROSS ROSEBUD CREEK, CONTINUE
 QV0413'0.2 MI. TO A WIRE GATE, PASS THROUGH AND TURN RIGHT (NW.) 0.1 MI. TO
 QV0413'RD. FORK, TAKE RIGHT FORK AND DRIVE N. 0.2 MI. TO WIRE GATES AT
 QV0413'T-FENCE, PASS THROUGH GATE AND TURN N. (RIGHT) AND CONTINUE 0.3 MI.
 QV0413'TO GATE, PASS THROUGH AND CONTINUE 0.4 MI. E. TO GATE, DO NOT PASS
 QV0413'THROUGH BUT TURN LEFT (N.) ALONG FENCE AND DRIVE 0.3 MI. TO GATE IN
 QV0413'E-W. FENCE NEAR E. END OF BUTTE, PASS THROUGH GATE AND BEAR LEFT (W.)
 QV0413'AROUND N. SIDE OF BUTTE 0.4 MI. TO A POINT N. OF HEAVILY WOODED SLOPE,
 QV0413'PARK AND PACK UP GAME TRAIL THROUGH TIMBER TO DEEP SADDLE, TURN W.
 QV0413'AND PACK TO HIGH GROUND AND STATION ABOUT A 20-MINUTE PACK WITH 50
 QV0413'POUND LOAD.
 QV0413'
 QV0413'STATION MARK--STANDARD TABLET STAMPED---BAILEY 1957--- IN ROUND
 QV0413'CONCRETE POST, SET FLUSH WITH HIGH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0544 ***********************************************************************
 QW0544  DESIGNATION -  BAINBRIDGE
 QW0544  PID         -  QW0544
 QW0544  STATE/COUNTY-  MT/CARBON
 QW0544  USGS QUAD   -  INDIAN SPRING (1985)
 QW0544
 QW0544                         *CURRENT SURVEY CONTROL
 QW0544  ___________________________________________________________________
 QW0544* NAD 83(1993)-  45 09 17.15671(N)    108 32 12.53537(W)     ADJUSTED  
 QW0544* NAVD 88     -      2524.5    (meters)    8282.     (feet)  VERTCON   
 QW0544  ___________________________________________________________________
 QW0544  LAPLACE CORR-          10.15  (seconds)                    DEFLEC99
 QW0544  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 QW0544
 QW0544  HORZ ORDER  -  FIRST
 QW0544
 QW0544.The horizontal coordinates were established by classical geodetic methods
 QW0544.and adjusted by the National Geodetic Survey in January 1997..
 QW0544
 QW0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0544
 QW0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0544
 QW0544.The geoid height was determined by GEOID03.
 QW0544
 QW0544;                    North         East     Units Scale Factor Converg.
 QW0544;SPC MT       -   101,028.870   675,730.654   MT  0.99991063   +0 42 16.5
 QW0544;SPC MT       -   331,459.55  2,216,964.09   iFT  0.99991063   +0 42 16.5
 QW0544;UTM  12      - 5,003,094.820   693,613.039   MT  1.00006094   +1 44 49.1
 QW0544
 QW0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0544!SPC MT       -   0.99960617  x   0.99991063  =   0.99951683
 QW0544!UTM  12      -   0.99960617  x   1.00006094  =   0.99966708
 QW0544
 QW0544:                Primary Azimuth Mark                     Grid Az
 QW0544:SPC MT       -  ICE CAVE                                 082 14 47.2
 QW0544:UTM  12      -  ICE CAVE                                 081 12 14.6
 QW0544
 QW0544|---------------------------------------------------------------------|
 QW0544| PID    Reference Object                     Distance      Geod. Az  |
 QW0544|                                                           dddmmss.s |
 QW0544| QW0538 ICE CAVE                            APPROX. 5.4 KM 0825703.7 |
 QW0544| CQ4984 BAINBRIDGE RM 1                      13.364 METERS 10527     |
 QW0544| CQ4985 BAINBRIDGE RM 2                      11.721 METERS 18600     |
 QW0544|---------------------------------------------------------------------|
 QW0544
 QW0544                          SUPERSEDED SURVEY CONTROL
 QW0544
 QW0544  NAD 83(1992)-  45 09 17.15038(N)    108 32 12.51980(W) AD(       ) 1
 QW0544  NAD 83(1986)-  45 09 17.15014(N)    108 32 12.51829(W) AD(       ) 1
 QW0544  NAD 27      -  45 09 17.32810(N)    108 32 10.05840(W) AD(       ) 1
 QW0544  NGVD 29 (07/19/86) 2523.4    (m)         8279.     (f) VERT ANG       
 QW0544
 QW0544.Superseded values are not recommended for survey control.
 QW0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0544.See file dsdata.txt to determine how the superseded data were derived.
 QW0544
 QW0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9361303095(NAD 83)
 QW0544_MARKER: DD = SURVEY DISK
 QW0544_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QW0544
 QW0544  HISTORY     - Date     Condition        Report By
 QW0544  HISTORY     - 1957     MONUMENTED       USFS
 QW0544
 QW0544                          STATION DESCRIPTION
 QW0544
 QW0544'DESCRIBED BY US FOREST SERVICE 1957 (OSR)
 QW0544'LOCATED ABOUT 12-1/4 MILES NORTH AND 3.75 MILES EAST OF FRANNIE,
 QW0544'WYOMING, 10-1/4 MILES NORTH OF THE MONTANA-WYOMING STATE LINE,
 QW0544'ON THE EXTREME SOUTHWEST EDGE OF WEST PRYOR MOUNTAIN AND IN THE
 QW0544'CUSTER NATIONAL FOREST.
 QW0544'
 QW0544'REACHED FROM THE POST OFFICE IN COWLEY BY GOING WEST ON U.S.
 QW0544'HIGHWAY 310 FOR 1/2 BLOCK TO AN INTERSECTION AND SIGN LOVELL-COWLEY
 QW0544'AIRPORT ON THE RIGHT, TURN RIGHT AND FOLLOW MAIN GRAVEL ROAD
 QW0544'NORTHERLY FOR 1.65 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE
 QW0544'NORTHERLY ON MAIN GRAVEL ROAD FOR 6.55 MILES TO A SIDE ROAD
 QW0544'LEFT AND SIGN LISBON URANIUM CORPORATION, PRYOR MOUNTAIN
 QW0544'PROPERTIES, TURN LEFT, AS PER SIGN, AND FOLLOW WINDING, GRADED DIRT
 QW0544'ROAD NORTHWESTERLY FOR 6 MILES TO A SIDE ROAD LEFT, AT SIGN
 QW0544'LISBON URANIUM CORPORATION, TURN LEFT AND FOLLOW GRADED DIRT
 QW0544'ROAD WESTERLY FOR 1.75 MILES TO A SIDE ROAD RIGHT AND
 QW0544'SIGN LISBON URANIUM CORPORATION ON THE LEFT, TURN RIGHT AND
 QW0544'FOLLOW WINDING, GRADED ROAD UP THE MOUNTAIN FOR 4.5 MILES TO A
 QW0544'SMALL HOUSE ON THE RIGHT, AND SHARP CURVE IN THE ROAD, TURN
 QW0544'LEFT WITH THE ROAD AND CONTINUE ON MAIN GRADED ROAD FOR 0.75
 QW0544'MILE TO A FORK, TAKE LEFT FORK FOR 0.2 MILE TO A FORK, TAKE
 QW0544'LEFT FORK AND FOLLOW MAIN GRADED ROAD FOR 0.95 MILE TO A
 QW0544'FORK, TAKE LEFT FORK FOR 1.9 MILES TO A FORK, TAKE LEFT
 QW0544'FORK FOR 1.35 MILES TO A DRAINAGE JUST AFTER PASSING SMALL
 QW0544'RESERVOIR, CROSS DRAINAGE AND CONTINUE ON TRACK ROAD FOR 2
 QW0544'MILES TO A FORK, TAKE RIGHT FORK FOR 0.85 MILE TO A
 QW0544'PILE OF ROCKS AND MINE CLAIM POST ON THE LEFT WITH A
 QW0544'TRIANGLE BLAZE ON THE NORTH SIDE, CONTINUE ON TRACK ROAD
 QW0544'FOR 0.05 MILE, AT THIS POINT BEAR LEFT OFF TRACK ROAD,
 QW0544'SOUTHWESTERLY, AND PICK WAY ACROSS COUNTRY, FOLLOWING RIDGE,
 QW0544'FOR 0.65 MILE TO THE STATION.
 QW0544'
 QW0544'STATION MARK IS A STANDARD U.S. FOREST SERVICE TRIANGULATION
 QW0544'STATION MARK, STAMPED BAINBRIDGE 1957, SET IN AN IRREGULAR
 QW0544'MASS OF CONCRETE FLUSH WITH THE GROUND SURFACE.  A WHITE POST
 QW0544'WAS SET 4 FEET SOUTHEAST OF THE MARK.
 QW0544'
 QW0544'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAINBRIDGE USFS
 QW0544'NO 1 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 QW0544'PROJECTING 4 INCHES.
 QW0544'
 QW0544'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAINBRIDGE USFS
 QW0544'NO 2 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 QW0544'PROJECTING 4 INCHES.
 QW0544'
 QW0544'AZIMUTH MARK IS A STANDARD U.S. FOREST SERVICE TRIANGULATION
 QW0544'STATION DISK, STAMPED ICE CAVE, CEMENTED IN A DRILL HOLE IN
 QW0544'ROCK OUTCROP FLUSH WITH THE GROUND SURFACE.
 QW0544'
 QW0544'TO REACH THE AZIMUTH MARK FROM THE STATION PICK WAY ACROSS
 QW0544'COUNTRY FOR APPROXIMATELY 3 MILES TO THE THIRD HIGHEST POINT
 QW0544'OF THE MOUNTAIN AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0594 ***********************************************************************
 TH0594  DESIGNATION -  BAINVILLE
 TH0594  PID         -  TH0594
 TH0594  STATE/COUNTY-  MT/ROOSEVELT
 TH0594  USGS QUAD   -  BAINVILLE (1983)
 TH0594
 TH0594                         *CURRENT SURVEY CONTROL
 TH0594  ___________________________________________________________________
 TH0594* NAD 83(1996)-  48 11 39.86472(N)    104 10 28.17100(W)     ADJUSTED  
 TH0594* NAVD 88     -       764.1    (meters)    2507.     (feet)  VERTCON   
 TH0594  ___________________________________________________________________
 TH0594  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TH0594  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TH0594
 TH0594  HORZ ORDER  -  FIRST
 TH0594
 TH0594.The horizontal coordinates were established by classical geodetic methods
 TH0594.and adjusted by the National Geodetic Survey in January 1998..
 TH0594
 TH0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0594
 TH0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0594
 TH0594.The geoid height was determined by GEOID03.
 TH0594
 TH0594;                    North         East     Units Scale Factor Converg.
 TH0594;SPC MT       -   451,752.425   995,461.740   MT  0.99960620   +3 53 44.3
 TH0594;SPC MT       - 1,482,127.38  3,265,950.59   iFT  0.99960620   +3 53 44.3
 TH0594;UTM  13      - 5,338,237.545   561,347.245   MT  0.99964624   +0 36 55.3
 TH0594
 TH0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0594!SPC MT       -   0.99988310  x   0.99960620  =   0.99948934
 TH0594!UTM  13      -   0.99988310  x   0.99964624  =   0.99952938
 TH0594
 TH0594|---------------------------------------------------------------------|
 TH0594| PID    Reference Object                     Distance      Geod. Az  |
 TH0594|                                                           dddmmss.s |
 TH0594| CQ6999 BAINVILLE RM 2                       77.170 METERS 04559     |
 TH0594| CQ6998 BAINVILLE RM 1                       38.140 METERS 13112     |
 TH0594| TH0595 BAINVILLE CATH CH HIGH SPIRE        APPROX. 7.3 KM 2084357.3 |
 TH0594|---------------------------------------------------------------------|
 TH0594
 TH0594                          SUPERSEDED SURVEY CONTROL
 TH0594
 TH0594  NAD 83(1992)-  48 11 39.86651(N)    104 10 28.16836(W) AD(       ) 1
 TH0594  NAD 83(1986)-  48 11 39.86534(N)    104 10 28.16693(W) AD(       ) 1
 TH0594  NAD 27      -  48 11 39.78700(N)    104 10 26.38200(W) AD(       ) 1
 TH0594  NGVD 29 (07/19/86)  763.5    (m)         2505.     (f) VERT ANG       
 TH0594
 TH0594.Superseded values are not recommended for survey control.
 TH0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0594.See file dsdata.txt to determine how the superseded data were derived.
 TH0594
 TH0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP6134738238(NAD 83)
 TH0594_MARKER: DS = TRIANGULATION STATION DISK
 TH0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0594
 TH0594  HISTORY     - Date     Condition        Report By
 TH0594  HISTORY     - 1912     MONUMENTED       CGS
 TH0594  HISTORY     - 1935     GOOD             CGS
 TH0594
 TH0594                          STATION DESCRIPTION
 TH0594
 TH0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 TH0594'ABOUT 4-1/2 MILES NORTH 30 DEG EAST FROM BAINVILLE, IN SEC. 12,
 TH0594'T. 28 N., R. 58 E., ON THE HIGHEST POINT OF THE HIGHEST HILL IN
 TH0594'THE IMMEDIATE VICINITY, ON LAND RECENTLY FILED ON BY LESLEY
 TH0594'WILDE.  THE HILL IS ABRUPT AND NEARLY BARE TO THE WEST AND
 TH0594'SOUTHWEST, AND THERE IS A LARGE, BARE, BLACK RIDGE WITH A FLAT
 TH0594'TOP MAKING OUT TO THE WESTWARD ABOUT 100 METERS WEST AND 50
 TH0594'FEET BELOW THE STATION.  THE STATION IS MARKED BY A STANDARD
 TH0594'DISK STATION MARK, SET IN THE TOP OF A CONCRETE CYLINDER 7
 TH0594'INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A
 TH0594'GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE
 TH0594'CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 TH0594'UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH INCH IN
 TH0594'DIAMETER AND 2 INCHES LONG SET IN A BLOCK OF CONCRETE 6 INCHES
 TH0594'SQUARE ON TOP AND 4 INCHES THICK.  THE BOLT PROJECTS
 TH0594'ONE-FOURTH OR ONE-HALF INCH ABOVE THE CONCRETE AND IS ABOUT
 TH0594'33 INCHES BELOW THE SURFACE OF THE GROUND.  A REFERENCE
 TH0594'MARK IS 38.14 METERS FROM THE STATION S 48 DEG 48
 TH0594'MIN E.  ANOTHER REFERENCE MARK IS ON A ROCK, 76.41 METERS FROM
 TH0594'THE STATION N 45 DEG 59 MIN E.  THE CATHOLIC
 TH0594'CHURCH AT BAINVILLE IS S 28 DEG 44 MIN W.
 TH0594
 TH0594                          STATION RECOVERY (1935)
 TH0594
 TH0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TH0594'STATION WAS FOUND IN LOCATION DESCRIBED.  SURFACE MARK IS STANDARD
 TH0594'DISK SET IN A 12-INCH CONCRETE POST, PROJECTING 2 INCHES ABOVE
 TH0594'THE GROUND.  REFERENCE MARK NO. 1 IS A 1-INCH DRILLED HOLE IN
 TH0594'DESCRIBED LOCATION.  REFERENCE MARK NO. 2 IS A CHISELLED CROSS IN
 TH0594'THE LOCATION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0595 ***********************************************************************
 TH0595  DESIGNATION -  BAINVILLE CATH CH HIGH SPIRE
 TH0595  PID         -  TH0595
 TH0595  STATE/COUNTY-  MT/ROOSEVELT
 TH0595  USGS QUAD   -  BAINVILLE (1983)
 TH0595
 TH0595                         *CURRENT SURVEY CONTROL
 TH0595  ___________________________________________________________________
 TH0595* NAD 83(1996)-  48 08 11.51392(N)    104 13 18.78756(W)     ADJUSTED  
 TH0595* NAVD 88     -                                                        
 TH0595  ___________________________________________________________________
 TH0595  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 TH0595  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 TH0595
 TH0595  HORZ ORDER  -  THIRD
 TH0595
 TH0595.The horizontal coordinates were established by classical geodetic methods
 TH0595.and adjusted by the National Geodetic Survey in January 1998..
 TH0595
 TH0595
 TH0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0595
 TH0595.The geoid height was determined by GEOID03.
 TH0595
 TH0595;                    North         East     Units Scale Factor Converg.
 TH0595;SPC MT       -   445,096.052   992,380.898   MT  0.99958572   +3 51 39.5
 TH0595;SPC MT       - 1,460,288.88  3,255,842.84   iFT  0.99958572   +3 51 39.5
 TH0595;UTM  13      - 5,331,768.091   557,890.338   MT  0.99964118   +0 34 46.2
 TH0595
 TH0595                          SUPERSEDED SURVEY CONTROL
 TH0595
 TH0595  NAD 83(1992)-  48 08 11.51453(N)    104 13 18.78633(W) AD(       ) 4
 TH0595  NAD 83(1986)-  48 08 11.51611(N)    104 13 18.78226(W) AD(       ) 4
 TH0595  NAD 27      -  48 08 11.44400(N)    104 13 16.98800(W) AD(       ) 3
 TH0595
 TH0595.Superseded values are not recommended for survey control.
 TH0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0595.See file dsdata.txt to determine how the superseded data were derived.
 TH0595
 TH0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP5789031768(NAD 83)
 TH0595_MARKER: 90 = CHURCH SPIRE
 TH0595
 TH0595  HISTORY     - Date     Condition        Report By
 TH0595  HISTORY     - 1912     FIRST OBSERVED   CGS
 TH0595
 TH0595                          STATION DESCRIPTION
 TH0595
 TH0595'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0597 ***********************************************************************
 TH0597  DESIGNATION -  BAINVILLE LUTH CHURCH SPIRE
 TH0597  PID         -  TH0597
 TH0597  STATE/COUNTY-  MT/ROOSEVELT
 TH0597  USGS QUAD   -  BAINVILLE (1983)
 TH0597
 TH0597                         *CURRENT SURVEY CONTROL
 TH0597  ___________________________________________________________________
 TH0597* NAD 83(1996)-  48 08 11.52324(N)    104 13 18.59455(W)     ADJUSTED  
 TH0597* NAVD 88     -       625.     (meters)    2051.     (feet)  VERTCON   
 TH0597  ___________________________________________________________________
 TH0597  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 TH0597  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 TH0597
 TH0597  HORZ ORDER  -  THIRD
 TH0597
 TH0597.The horizontal coordinates were established by classical geodetic methods
 TH0597.and adjusted by the National Geodetic Survey in January 1998..
 TH0597
 TH0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0597
 TH0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0597
 TH0597.The geoid height was determined by GEOID03.
 TH0597
 TH0597;                    North         East     Units Scale Factor Converg.
 TH0597;SPC MT       -   445,096.608   992,384.858   MT  0.99958572   +3 51 39.6
 TH0597;SPC MT       - 1,460,290.71  3,255,855.83   iFT  0.99958572   +3 51 39.6
 TH0597;UTM  13      - 5,331,768.419   557,894.324   MT  0.99964118   +0 34 46.4
 TH0597
 TH0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0597!SPC MT       -   0.99990495  x   0.99958572  =   0.99949071
 TH0597!UTM  13      -   0.99990495  x   0.99964118  =   0.99954616
 TH0597
 TH0597                          SUPERSEDED SURVEY CONTROL
 TH0597
 TH0597  NAD 83(1992)-  48 08 11.52178(N)    104 13 18.59160(W) AD(       ) 4
 TH0597  NAD 83(1986)-  48 08 11.52083(N)    104 13 18.59097(W) AD(       ) 4
 TH0597  NAD 27      -  48 08 11.44311(N)    104 13 16.78381(W) AD(       ) 3
 TH0597  NGVD 29 (07/19/86)  624.     (m)         2047.     (f) VERT ANG       
 TH0597
 TH0597.Superseded values are not recommended for survey control.
 TH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0597.See file dsdata.txt to determine how the superseded data were derived.
 TH0597
 TH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP5789431768(NAD 83)
 TH0597_MARKER: 90 = CHURCH SPIRE
 TH0597
 TH0597  HISTORY     - Date     Condition        Report By
 TH0597  HISTORY     - 1948     FIRST OBSERVED   CGS
 TH0597
 TH0597                          STATION DESCRIPTION
 TH0597
 TH0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0597'THIS IS AN INTERSECTION STATION.
 TH0597'
 TH0597'THE STATION IS LOCATED 0.1 MILE SOUTH OF THE BUSINESS DISTRICT IN
 TH0597'BAINVILLE.  IT IS A BROWN SHINGLED SPIRE ATOP A WHITE CONCRETE
 TH0597'BUILDING.  THE POINT OBSERVED ON WAS THE BASE OF THE CROSS ON TOP
 TH0597'OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0596 ***********************************************************************
 TH0596  DESIGNATION -  BAINVILLE MTN ST TT RELAY MAST
 TH0596  PID         -  TH0596
 TH0596  STATE/COUNTY-  MT/ROOSEVELT
 TH0596  USGS QUAD   -  BAINVILLE (1983)
 TH0596
 TH0596                         *CURRENT SURVEY CONTROL
 TH0596  ___________________________________________________________________
 TH0596* NAD 83(1992)-  48 14 22.11448(N)    104 11 07.05959(W)     ADJUSTED  
 TH0596* NAVD 88     -                                                        
 TH0596  ___________________________________________________________________
 TH0596  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 TH0596  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 TH0596
 TH0596  HORZ ORDER  -  THIRD
 TH0596
 TH0596.The horizontal coordinates were established by classical geodetic methods
 TH0596.and adjusted by the National Geodetic Survey in July 1992..
 TH0596
 TH0596
 TH0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0596
 TH0596.The geoid height was determined by GEOID03.
 TH0596
 TH0596;                    North         East     Units Scale Factor Converg.
 TH0596;SPC MT       -   456,695.949   994,321.154   MT  0.99962287   +3 53 15.8
 TH0596;SPC MT       - 1,498,346.29  3,262,208.51   iFT  0.99962287   +3 53 15.8
 TH0596;UTM  13      - 5,343,238.388   560,491.358   MT  0.99964496   +0 36 27.8
 TH0596
 TH0596                          SUPERSEDED SURVEY CONTROL
 TH0596
 TH0596  NAD 83(1986)-  48 14 22.11390(N)    104 11 07.05727(W) AD(       ) 4
 TH0596  NAD 27      -  48 14 22.03082(N)    104 11 05.27785(W) AD(       ) 3
 TH0596
 TH0596.Superseded values are not recommended for survey control.
 TH0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0596.See file dsdata.txt to determine how the superseded data were derived.
 TH0596
 TH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP6049143238(NAD 83)
 TH0596_MARKER: 41 = ANTENNA MAST
 TH0596
 TH0596  HISTORY     - Date     Condition        Report By
 TH0596  HISTORY     - 1967     FIRST OBSERVED   CGS
 TH0596
 TH0596                          STATION DESCRIPTION
 TH0596
 TH0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TH0596'THE STATION IS THE CENTER OF THE RED LIGHT ATOP THE BAINVILLE,
 TH0596'MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY RELAY MAST AND IS
 TH0596'LOCATED 7 MILES NORTHEAST OF BAINVILLE.  THE MAST IS TRIANGULAR IN
 TH0596'CROSS SECTION, UNPAINTED, AND IS 100 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1184 ***********************************************************************
 SR1184  DESIGNATION -  BAKER
 SR1184  PID         -  SR1184
 SR1184  STATE/COUNTY-  MT/FERGUS
 SR1184  USGS QUAD   -  BAKER MONUMENT (1954)
 SR1184
 SR1184                         *CURRENT SURVEY CONTROL
 SR1184  ___________________________________________________________________
 SR1184* NAD 83(1992)-  47 40 57.79929(N)    108 58 29.67829(W)     ADJUSTED  
 SR1184* NAVD 88     -       975.6    (meters)    3201.     (feet)  VERTCON   
 SR1184  ___________________________________________________________________
 SR1184  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 SR1184  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 SR1184
 SR1184  HORZ ORDER  -  THIRD
 SR1184
 SR1184.The horizontal coordinates were established by classical geodetic methods
 SR1184.and adjusted by the National Geodetic Survey in July 1992..
 SR1184
 SR1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1184
 SR1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1184
 SR1184.The geoid height was determined by GEOID03.
 SR1184
 SR1184;                    North         East     Units Scale Factor Converg.
 SR1184;SPC MT       -   381,568.410   639,403.095   MT  0.99946106   +0 23 02.8
 SR1184;SPC MT       - 1,251,864.86  2,097,779.18   iFT  0.99946106   +0 23 02.8
 SR1184;UTM  12      - 5,283,023.493   651,983.550   MT  0.99988386   +1 29 51.7
 SR1184
 SR1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1184!SPC MT       -   0.99984943  x   0.99946106  =   0.99931057
 SR1184!UTM  12      -   0.99984943  x   0.99988386  =   0.99973331
 SR1184
 SR1184                          SUPERSEDED SURVEY CONTROL
 SR1184
 SR1184  NAD 83(1986)-  47 40 57.79656(N)    108 58 29.66179(W) AD(       ) 3
 SR1184  NGVD 29 (06/01/92)  974.8    (m)         3198.     (f) VERT ANG       
 SR1184
 SR1184.Superseded values are not recommended for survey control.
 SR1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1184.See file dsdata.txt to determine how the superseded data were derived.
 SR1184
 SR1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT5198483023(NAD 83)
 SR1184_MARKER: DS = TRIANGULATION STATION DISK
 SR1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1184+STABILITY: SURFACE MOTION
 SR1184
 SR1184  HISTORY     - Date     Condition        Report By
 SR1184  HISTORY     - 1953     MONUMENTED       USGS
 SR1184
 SR1184                          STATION DESCRIPTION
 SR1184
 SR1184'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SR1184'STATION IS 22.0 MI. (AIRLINE) NE. OF WINIFRED, ABOUT 1.0 MI. N. OF
 SR1184'TWO CALF CREEK, ATOP VERY SHARP PROMINENT KNOLL.
 SR1184'
 SR1184'TO REACH STATION FROM POST OFFICE IN WINIFRED, GO N. AND E. ON THE
 SR1184'MAIN RD. TO THE POWER PLANT FERRY AND MALTA 28.2 MI. TO A T-RD. S.,
 SR1184'TURN RIGHT AND GO 1.4 MI. TO ARNOLDS COW CAMP, TAKE RD. FORK TO SW.
 SR1184'AT SW. CORNER OF CORRAL, GO SW. 0.3 MI. TO RD. FORK, TAKE LEFT FORK
 SR1184'AND GO 0.8 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 0.2 MI. TO RD.
 SR1184'FORK, TAKE RIGHT FORK AND GO 0.3 MI. TO SHARP KNOLL.  THE SPIRALLING
 SR1184'RD. WILL LEAD TO TOP AND STATION MARK.
 SR1184'
 SR1184'STATION MARK--A STANDARD BRONZE TABLET STAMPED---BAKER 1953 VABM
 SR1184'3198---.
 SR1184'
 SR1184'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0731 ***********************************************************************
 RV0731  DESIGNATION -  BALD BUTTE
 RV0731  PID         -  RV0731
 RV0731  STATE/COUNTY-  MT/FERGUS
 RV0731  USGS QUAD   -  BALD BUTTE (1986)
 RV0731
 RV0731                         *CURRENT SURVEY CONTROL
 RV0731  ___________________________________________________________________
 RV0731* NAD 83(1992)-  46 47 45.22154(N)    108 58 51.54104(W)     ADJUSTED  
 RV0731* NAVD 88     -      1694.0    (meters)    5558.     (feet)  VERTCON   
 RV0731  ___________________________________________________________________
 RV0731  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 RV0731  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 RV0731
 RV0731  HORZ ORDER  -  FIRST
 RV0731
 RV0731.The horizontal coordinates were established by classical geodetic methods
 RV0731.and adjusted by the National Geodetic Survey in July 1992..
 RV0731
 RV0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0731
 RV0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0731
 RV0731.The geoid height was determined by GEOID03.
 RV0731
 RV0731;                    North         East     Units Scale Factor Converg.
 RV0731;SPC MT       -   283,032.206   639,600.307   MT  0.99939976   +0 22 46.8
 RV0731;SPC MT       -   928,583.35  2,098,426.20   iFT  0.99939976   +0 22 46.8
 RV0731;UTM  12      - 5,184,462.284   654,078.486   MT  0.99989180   +1 28 19.2
 RV0731
 RV0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0731!SPC MT       -   0.99973646  x   0.99939976  =   0.99913638
 RV0731!UTM  12      -   0.99973646  x   0.99989180  =   0.99962829
 RV0731
 RV0731:                Primary Azimuth Mark                     Grid Az
 RV0731:SPC MT       -  BALD BUTTE AZ MK                         191 58 29.3
 RV0731:UTM  12      -  BALD BUTTE AZ MK                         190 52 56.9
 RV0731
 RV0731|---------------------------------------------------------------------|
 RV0731| PID    Reference Object                     Distance      Geod. Az  |
 RV0731|                                                           dddmmss.s |
 RV0731| CQ4986 BALD BUTTE AZ MK                                   1922116.1 |
 RV0731| CQ4987 BALD BUTTE RM 1                       6.931 METERS 22356     |
 RV0731| RV0743 GREAT FALLS BILLINGS AWY BN 48      APPROX.22.1 KM 2834929.6 |
 RV0731| CQ4988 BALD BUTTE RM 2                       7.569 METERS 32031     |
 RV0731|---------------------------------------------------------------------|
 RV0731
 RV0731                          SUPERSEDED SURVEY CONTROL
 RV0731
 RV0731  NAD 83(1986)-  46 47 45.21840(N)    108 58 51.51658(W) AD(       ) 1
 RV0731  NAD 27      -  46 47 45.33500(N)    108 58 48.94500(W) AD(       ) 1
 RV0731  NGVD 29 (07/19/86) 1693.1    (m)         5555.     (f) VERT ANG       
 RV0731
 RV0731.Superseded values are not recommended for survey control.
 RV0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0731.See file dsdata.txt to determine how the superseded data were derived.
 RV0731
 RV0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS5407884462(NAD 83)
 RV0731_MARKER: DS = TRIANGULATION STATION DISK
 RV0731_SETTING: 0 = UNSPECIFIED SETTING
 RV0731
 RV0731  HISTORY     - Date     Condition        Report By
 RV0731  HISTORY     - 1949     MONUMENTED       CGS
 RV0731  HISTORY     - 1961     GOOD             CGS
 RV0731
 RV0731                          STATION DESCRIPTION
 RV0731
 RV0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RV0731'STATION IS ABOUT 29 MILES SOUTH OF FOREST GROVE, ON THE NORTH
 RV0731'SLOPE OF A HIGH, GRASSY KNOLL, KNOWN LOCALLY AS BALD BUTTE, AND ON
 RV0731'LAND OWNED BY MAMIE HARDY.
 RV0731'
 RV0731'TO REACH FROM THE POST OFFICE IN FOREST GROVE, GO SOUTH ON MAIN
 RV0731'GRAVELED ROAD FOR 10.45 MILES TO A WHITE HOUSE ON THE LEFT,
 RV0731'CONTINUE SOUTH ON MAIN ROAD FOR 3.35 MILES TO A T-ROAD, TURN
 RV0731'LEFT, EAST, FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 RV0731'RIGHT, SOUTH, FOR 8.25 MILES TO A CATTLE GUARD AND A FORK, EAST
 RV0731'OF A WHITE HOUSE, TURN LEFT AND GO EAST AND SOUTH FOR 0.35
 RV0731'MILE TO A GATE, PASS THROUGH GATE AND FOLLOW WINDING ROAD UP
 RV0731'HILL FOR 0.8 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE UP
 RV0731'HILL FOR 0.3 MILE TO A FORK, BEAR LEFT FOR 0.05 MILE TO A DIM
 RV0731'FORK, BEAR LEFT ON DIM ROAD, NORTH AND EAST FOR 2.3 MILES TO
 RV0731'A FORK, BEAR LEFT FOR 0.75 MILE TO A GATE, PASS THROUGH GATE
 RV0731'AND CONTINUE EAST FOR 0.65 MILE TO A GATE, PASS THROUGH GATE
 RV0731'AND GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.85 MILE TO THE
 RV0731'HIGHEST POINT OF THE HILL AND THE AZIMUTH MARK, GO NORTH
 RV0731'DOWN HILL FOR 0.15 MILE TO A FENCE, CROSS FENCE AND CONTINUE
 RV0731'NORTH FOR 0.15 MILE TO THE NORTH EDGE OF THE BLUFF AND THE
 RV0731'STATION.
 RV0731'
 RV0731'STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-1/2
 RV0731'INCH IRON PIPE THAT PROJECTS 16 INCHES AND THE DISK IS STAMPED
 RV0731'BALD BUTTE 1949.
 RV0731'
 RV0731'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF
 RV0731'A 2-1/2 INCH IRON PIPE THAT PROJECTS 10 INCHES AND THE DISK
 RV0731'IS STAMPED BALD BUTTE NO 1 1949.
 RV0731'
 RV0731'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 RV0731'SQUARE CONCRETE POST THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 RV0731'BALD BUTTE NO 2 1949.
 RV0731'
 RV0731'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE FROM THE STATION,
 RV0731'3 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK BRAZED TO
 RV0731'THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS 12 INCHES AND
 RV0731'THE DISK IS STAMPED BALD BUTTE 1949.
 RV0731'
 RV0731'STATIONS BALDY, BLACKTAIL AND WILLOW ARE VISIBLE FROM THE GROUND.
 RV0731
 RV0731                          STATION RECOVERY (1961)
 RV0731
 RV0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 RV0731'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 RV0731'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0906 ***********************************************************************
 TM0906  DESIGNATION -  BALDHEAD
 TM0906  PID         -  TM0906
 TM0906  STATE/COUNTY-  MT/FLATHEAD
 TM0906  USGS QUAD   -  RED PLUME MOUNTAIN (1994)
 TM0906
 TM0906                         *CURRENT SURVEY CONTROL
 TM0906  ___________________________________________________________________
 TM0906* NAD 83(1992)-  48 13 52.17768(N)    113 22 23.20621(W)     ADJUSTED  
 TM0906* NAVD 88     -      2376.5    (meters)    7797.     (feet)  VERTCON   
 TM0906  ___________________________________________________________________
 TM0906  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 TM0906  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 TM0906
 TM0906  HORZ ORDER  -  THIRD
 TM0906
 TM0906.The horizontal coordinates were established by classical geodetic methods
 TM0906.and adjusted by the National Geodetic Survey in July 1992..
 TM0906
 TM0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0906
 TM0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0906
 TM0906.The geoid height was determined by GEOID03.
 TM0906
 TM0906;                    North         East     Units Scale Factor Converg.
 TM0906;SPC MT       -   449,498.414   312,487.764   MT  0.99961975   -2 49 59.5
 TM0906;SPC MT       - 1,474,732.33  1,025,222.32   iFT  0.99961975   -2 49 59.5
 TM0906;UTM  12      - 5,344,715.955   323,774.339   MT  0.99998159   -1 46 13.5
 TM0906
 TM0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0906!SPC MT       -   0.99962980  x   0.99961975  =   0.99924969
 TM0906!UTM  12      -   0.99962980  x   0.99998159  =   0.99961140
 TM0906
 TM0906:                Primary Azimuth Mark                     Grid Az
 TM0906:SPC MT       -  GOAT RESET                               097 17 56.2
 TM0906:UTM  12      -  GOAT RESET                               096 14 10.2
 TM0906
 TM0906|---------------------------------------------------------------------|
 TM0906| PID    Reference Object                     Distance      Geod. Az  |
 TM0906|                                                           dddmmss.s |
 TM0906| TM0903 GOAT RESET                          APPROX.17.3 KM 0942756.7 |
 TM0906|---------------------------------------------------------------------|
 TM0906
 TM0906                          SUPERSEDED SURVEY CONTROL
 TM0906
 TM0906  NAD 83(1986)-  48 13 52.18737(N)    113 22 23.19439(W) AD(       ) 3
 TM0906  NAD 27      -  48 13 52.32929(N)    113 22 19.87846(W) AD(       ) 3
 TM0906  NGVD 29 (07/19/86) 2375.2    (m)         7793.     (f) VERT ANG       
 TM0906
 TM0906.Superseded values are not recommended for survey control.
 TM0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0906.See file dsdata.txt to determine how the superseded data were derived.
 TM0906
 TM0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU2377444716(NAD 83)
 TM0906_MARKER: DD = SURVEY DISK
 TM0906_SETTING: 66 = SET IN ROCK OUTCROP
 TM0906_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TM0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0906+STABILITY: POSITION/ELEVATION WELL
 TM0906
 TM0906  HISTORY     - Date     Condition        Report By
 TM0906  HISTORY     - 1911     MONUMENTED       USGS
 TM0906
 TM0906                          STATION DESCRIPTION
 TM0906
 TM0906'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 TM0906'ESTABLISHED AS VABM BY FIELD TOPOGRAPHERS.
 TM0906'
 TM0906'STATION LOCATED IN FLATHEAD COUNTY, MONTANA, APPROXIMATELY 11 MI.
 TM0906'(AIRLINE) E. AND 3 MI. (AIRLINE) S. OF THE VILLAGE OF ESSEX, AND
 TM0906'ON THE HIGHEST POINT OF BALDHEAD MOUNTAIN.  STATION REACHED BY
 TM0906'HELICOPTER.
 TM0906'
 TM0906'STATION MARK--STANDARD USGS TABLET, CEMENTED IN A DRILL HOLE IN
 TM0906'ROCK OUTCROP, AND STAMPED ---7795 VA 1911-10-14---.
 TM0906'
 TM0906'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0971 ***********************************************************************
 SU0971  DESIGNATION -  BALDY
 SU0971  PID         -  SU0971
 SU0971  STATE/COUNTY-  MT/SANDERS
 SU0971  USGS QUAD   -  BALDY LAKE (1964)
 SU0971
 SU0971                         *CURRENT SURVEY CONTROL
 SU0971  ___________________________________________________________________
 SU0971* NAD 83(1992)-  47 37 17.09026(N)    114 49 28.61672(W)     ADJUSTED  
 SU0971* NAVD 88     -      2276.7    (meters)    7469.     (feet)  VERTCON   
 SU0971  ___________________________________________________________________
 SU0971  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 SU0971  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 SU0971
 SU0971  HORZ ORDER  -  FIRST
 SU0971
 SU0971.The horizontal coordinates were established by classical geodetic methods
 SU0971.and adjusted by the National Geodetic Survey in July 1992..
 SU0971
 SU0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU0971
 SU0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0971
 SU0971.The geoid height was determined by GEOID03.
 SU0971
 SU0971;                    North         East     Units Scale Factor Converg.
 SU0971;SPC MT       -   388,215.399   200,278.799   MT  0.99944909   -3 53 41.9
 SU0971;SPC MT       - 1,273,672.57    657,082.67   iFT  0.99944909   -3 53 41.9
 SU0971;UTM  11      - 5,276,516.075   663,454.017   MT  0.99992833   +1 36 26.4
 SU0971
 SU0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0971!SPC MT       -   0.99964570  x   0.99944909  =   0.99909499
 SU0971!UTM  11      -   0.99964570  x   0.99992833  =   0.99957406
 SU0971
 SU0971|---------------------------------------------------------------------|
 SU0971| PID    Reference Object                     Distance      Geod. Az  |
 SU0971|                                                           dddmmss.s |
 SU0971| CH6359 BALDY RM 1                            8.144 METERS 01254     |
 SU0971| SU0969 CONEY PEAK LOOKOUT TOWER            APPROX. 8.0 KM 0314848.5 |
 SU0971| TN0820 BLACKTAIL MOUNTAIN LOOKOUT          APPROX.55.3 KM 0382034.8 |
 SU0971| CH6360 BALDY RM 2                           24.792 METERS 08353     |
 SU0971| SU0965 PATRICKS KNOB LOOKOUT TOWER         APPROX.27.8 KM 1851938.3 |
 SU0971| SU1000 CAMELS HUMP LOOKOUT TOWER           APPROX.39.8 KM 2201624.0 |
 SU0971| SU1001 PENROSE PEAK LOOKOUT TOWER          APPROX.29.8 KM 2340449.6 |
 SU0971| SU0985 EDDY MOUNTAIN LOOKOUT HOUSE         APPROX.28.7 KM 2521428.5 |
 SU0971| SU0970 BALDY LOOKOUT TOWER                  95.445 METERS 28352     |
 SU0971| SU0982 BORDER PEAK LOOKOUT TOWER           APPROX.39.7 KM 3214353.7 |
 SU0971| SU0973 THOMPSON PEAK LOOKOUT TOWER         APPROX.15.2 KM 3535518.4 |
 SU0971|---------------------------------------------------------------------|
 SU0971
 SU0971                          SUPERSEDED SURVEY CONTROL
 SU0971
 SU0971  NAD 83(1986)-  47 37 17.09817(N)    114 49 28.60644(W) AD(       ) 1
 SU0971  NAD 27      -  47 37 17.31502(N)    114 49 25.12843(W) AD(       ) 1
 SU0971  NGVD 29 (07/19/86) 2275.4    (m)         7465.     (f) VERT ANG       
 SU0971
 SU0971.Superseded values are not recommended for survey control.
 SU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0971.See file dsdata.txt to determine how the superseded data were derived.
 SU0971
 SU0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN6345476516(NAD 83)
 SU0971_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU0971_SETTING: 66 = SET IN ROCK OUTCROP
 SU0971_SP_SET: SET IN BEDROCK
 SU0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0971+STABILITY: POSITION/ELEVATION WELL
 SU0971
 SU0971  HISTORY     - Date     Condition        Report By
 SU0971  HISTORY     - 1940     MONUMENTED       CGS
 SU0971  HISTORY     - 1964     GOOD             USGS
 SU0971  HISTORY     - 1968     GOOD             CGS
 SU0971
 SU0971                          STATION DESCRIPTION
 SU0971
 SU0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0971'STATION IS ABOUT 7.0 MILES W OF HOT SPRINGS, 12.0 MILES NNE OF
 SU0971'PLAINS ON A HIGH PROMINENT ROCK AND TIMBERED PEAK KNOWN AS
 SU0971'MOUNT BALDY.
 SU0971'
 SU0971'STATION, STAMPED BALDY 1940 IS A STANDARD BRONZE DISK SET IN
 SU0971'BEDROCK THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT
 SU0971'IS ABOUT 30 YARDS SE OF THE HIGHEST POINT OF MOUNTAIN, 30.0 FEET
 SU0971'ESE OF THE E EDGE OF A LARGE CIRCULAR CAIRN, AND 312.17 FEET
 SU0971'ESE OF THE CENTER OF BALDY LOOKOUT HOUSE.
 SU0971'
 SU0971'REFERENCE MARK NO. 1, STAMPED BALDY NO. 1, 1940 IS A STANDARD
 SU0971'BRONZE DISK SET IN BEDROCK FLUSH WITH THE GROUND AT ABOUT THE
 SU0971'SAME ELEVATION AS THE STATION.
 SU0971'
 SU0971'REFERENCE MARK NO. 2, STAMPED BALDY NO. 2, 1940 IS A STANDARD
 SU0971'BRONZE DISK SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 SU0971'ABOUT 7.0 FEET LOWER THAN THE STATION.
 SU0971'
 SU0971'STATION IS REACHED AS FOLLOWS--FROM THE NORTHERN PACIFIC
 SU0971'DEPOT IN PLAINS GO NW ON STATE HIGHWAY 3 FOR 0.15 MILE TO A
 SU0971'GRAVELED ROAD THAT GOES N AT THE E SIDE OF SCHOOLHOUSE.  TAKE
 SU0971'GRAVELED ROAD AND GO N 6.2 MILES TO RAILROAD CROSSING.  CONTINUE
 SU0971'N 0.65 MILE TO A FORK, JUST AFTER GOING UP A SHORT PITCH AND
 SU0971'A SHARP CURVE.  TAKE RIGHT FORK AND GO N ON A PARTIALLY IMPROVED
 SU0971'DIRT ROAD 0.9 MILE TO SIDE ROAD ON BOTH SIDES OF ROAD. CONTINUE
 SU0971'STRAIGHT AHEAD 0.2 MILE TO A FORK AT SIGN BALDY LOOKOUT -
 SU0971'KOHLER CABINS.  KEEP RIGHT FORK STRAIGHT AHEAD AND GO 0.9 MILE
 SU0971'TO A FORK, TAKE LEFT FORK AND GO 0.3 MILE TO A FORK.  GO
 SU0971'STRAIGHT AHEAD ON LEFT FORK 1.1 MILES TO LOGGING ROAD ON
 SU0971'THE LEFT.  CONTINUE STRAIGHT AHEAD ON RIGHT FORK AND GO
 SU0971'0.4 MILE TO ROAD ON THE RIGHT LEADING TO SHEEP CORRAL.
 SU0971'CONTINUE STRAIGHT AHEAD ON LEFT FORK 0.8 MILE TO KOHLER
 SU0971'CABINS AT END OF TRUCK TRAVEL.  FROM HERE TAKE MOUNT BALDY
 SU0971'TRAIL 5 MILES UPHILL TO LOOKOUT HOUSE AND STATION.
 SU0971'STATION IS A 2-1/2 TO 3 HOUR PACK.
 SU0971
 SU0971                          STATION RECOVERY (1964)
 SU0971
 SU0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0971'STATION MARK - - STANDARD USC AND GS BRONZE DISK, STAMPED---
 SU0971'BALDY 1940 ---, SET IN BEDROCK THAT PROJECTS ABOUT
 SU0971'3 IN. ABOVE GROUND.
 SU0971'
 SU0971'TIE POINTS - - OLD LOOKOUT TOWER - - 312.17 FT., S 76 DEG
 SU0971'09 MIN E, (NGS VALUES VERIFIED BY 1964 USGS OBSERVATION).
 SU0971'
 SU0971'NEW LOOKOUT TOWER - - 164.60 FT., S 62 DEG 22 MIN E.
 SU0971
 SU0971                          STATION RECOVERY (1968)
 SU0971
 SU0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SU0971'THE STATION IS LOCATED ON BALDY MOUNTAIN, ABOUT 11.5 MILES
 SU0971'NORTH-NORTHEAST OF PLAINS AND 7 MILES WEST OF HOT SPRINGS.
 SU0971'
 SU0971'TO REACH FROM THE POST OFFICE IN PLAINS, GO WEST ON U.S. HIGHWAY
 SU0971'10 A AND STATE HIGHWAY 200 FOR 0.2 MILE TO A SIDE ROAD ON THE
 SU0971'RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.35 MILE TO
 SU0971'A FOREST SERVICE RANGER STATION ON THE RIGHT.  CONTINUE AHEAD ON
 SU0971'THE PAVED ROAD FOR 0.65 MILE TO THE END OF THE PAVEMENT.
 SU0971'CONTINUE AHEAD ON THE GRAVELED ROAD FOR 3.9 MILES TO A SIDE ROAD
 SU0971'ON THE LEFT.  CONTINUE STRAIGHT AHEAD NORTH ON THE GRAVELED
 SU0971'ROAD FOR 1.8 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN CLARK
 SU0971'CREEK ROAD.  CONTINUE AHEAD ON THE MAIN ROAD FOR 1.3
 SU0971'MILES TO A FORK.  KEEP THE LEFT FORK AND CONTINUE
 SU0971'NORTHERLY FOR 5.6 MILES TO A FORK AND SIGN BALDY L.O. ROAD.  TAKE
 SU0971'THE RIGHT FORK AND GO NORTH AND EAST UP THE MOUNTAIN ROAD FOR
 SU0971'2.45 MILES TO A FORK AND SIGN BALDY L.O.  KEEP THE RIGHT FORK
 SU0971'AND GO 1.6 MILES TO A TURN AROUND AREA AND SIGN BALDY L.O. TRAIL
 SU0971'NO 340.  KEEP STRAIGHT AHEAD FOR 0.1 MILE TO THE END OF TRUCK
 SU0971'TRAVEL AND THE BEGINNING OF THE TRAIL.  HERE PACK UP THE
 SU0971'TRAIL NORTHEASTERLY APPROXIMATELY 1.5 TO 2 HOURS TO THE BALDY
 SU0971'LOOKOUT AND THE STATION.
 SU0971'
 SU0971'THE STATION MARK IS A STANDARD DISK STAMPED BALDY 1940, CEMENTED
 SU0971'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 INCHES ABOVE THE
 SU0971'SURFACE OF THE GROUND.  IT IS APPROXIMATELY 100 YARDS EAST OF THE
 SU0971'CENTER OF THE LOOKOUT TOWER AND 30 FEET EAST-SOUTHEAST OF THE
 SU0971'EAST EDGE OF A LARGE CIRCULAR ROCK CAIRN.
 SU0971'
 SU0971'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BALDY NO 1 1940,
 SU0971'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 SU0971'THE SURFACE OF THE GROUND.  IT IS 32.5 FEET EAST OF THE EAST EDGE
 SU0971'OF A LARGE CIRCULAR ROCK CAIRN AND ABOUT THE SAME ELEVATION AS THE
 SU0971'STATION.
 SU0971'
 SU0971'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BALDY NO 2 1940,
 SU0971'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 SU0971'THE SURFACE OF THE GROUND.  IT IS 107 FEET EAST OF THE EAST EDGE
 SU0971'OF A LARGE CIRCULAR ROCK CAIRN AND ABOUT 7 FEET LOWER IN ELEVATION
 SU0971'THAN THE STATION.
 SU0971'
 SU0971'NOTE--A DIFFERENCE WAS NOTED IN THE DISTANCE TO THE REFERENCE
 SU0971'MARKS AND VERIFIED AT THIS TIME.  THE DIRECTIONS COMPARED FAVORABLY
 SU0971'WITH THE 1940 OBSERVATIONS.  THE STATION MARK AND REFERENCE MARKS 1
 SU0971'AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0977 ***********************************************************************
 RX0977  DESIGNATION -  BALDY
 RX0977  PID         -  RX0977
 RX0977  STATE/COUNTY-  MT/GRANITE
 RX0977  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0977
 RX0977                         *CURRENT SURVEY CONTROL
 RX0977  ___________________________________________________________________
 RX0977* NAD 83(1992)-  46 44 17.50444(N)    113 25 10.51490(W)     ADJUSTED  
 RX0977* NAVD 88     -      2116.4    (meters)    6944.     (feet)  VERTCON   
 RX0977  ___________________________________________________________________
 RX0977  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 RX0977  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 RX0977
 RX0977  HORZ ORDER  -  FIRST
 RX0977
 RX0977.The horizontal coordinates were established by classical geodetic methods
 RX0977.and adjusted by the National Geodetic Survey in July 1992..
 RX0977
 RX0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0977
 RX0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0977
 RX0977.The geoid height was determined by GEOID03.
 RX0977
 RX0977;                    North         East     Units Scale Factor Converg.
 RX0977;SPC MT       -   283,979.922   300,742.291   MT  0.99940405   -2 52 01.9
 RX0977;SPC MT       -   931,692.66    986,687.31   iFT  0.99940405   -2 52 01.9
 RX0977;UTM  12      - 5,178,914.487   315,156.127   MT  1.00001997   -1 45 45.0
 RX0977
 RX0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0977!SPC MT       -   0.99967051  x   0.99940405  =   0.99907475
 RX0977!UTM  12      -   0.99967051  x   1.00001997  =   0.99969047
 RX0977
 RX0977:                Primary Azimuth Mark                     Grid Az
 RX0977:SPC MT       -  UNION PEAK LOOKOUT                       014 20 02.2
 RX0977:UTM  12      -  UNION PEAK LOOKOUT                       013 13 45.3
 RX0977
 RX0977|---------------------------------------------------------------------|
 RX0977| PID    Reference Object                     Distance      Geod. Az  |
 RX0977|                                                           dddmmss.s |
 RX0977| RX0979 UNION PEAK LOOKOUT                  APPROX. 7.9 KM 0112800.3 |
 RX0977| CN3910 BALDY RM 1                            6.710 METERS 04940     |
 RX0977| CN3911 BALDY RM 2                           10.295 METERS 18355     |
 RX0977| RX0990 SLIDEROCK LOOKOUT                   APPROX.19.6 KM 2121933.3 |
 RX0977| RX0989 IRIS LOOKOUT                        APPROX.23.8 KM 2732657.8 |
 RX0977|---------------------------------------------------------------------|
 RX0977
 RX0977                          SUPERSEDED SURVEY CONTROL
 RX0977
 RX0977  NAD 83(1986)-  46 44 17.51070(N)    113 25 10.50832(W) AD(       ) 1
 RX0977  NAD 27      -  46 44 17.76400(N)    113 25 07.21400(W) AD(       ) 1
 RX0977  NGVD 29 (05/15/92) 2115.3    (m)         6940.     (f) VERT ANG       
 RX0977
 RX0977.Superseded values are not recommended for survey control.
 RX0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0977.See file dsdata.txt to determine how the superseded data were derived.
 RX0977
 RX0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS1515678914(NAD 83)
 RX0977_MARKER: DS = TRIANGULATION STATION DISK
 RX0977_SETTING: 66 = SET IN ROCK OUTCROP
 RX0977_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 RX0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0977+STABILITY: POSITION/ELEVATION WELL
 RX0977
 RX0977  HISTORY     - Date     Condition        Report By
 RX0977  HISTORY     - 1934     MONUMENTED       CGS
 RX0977  HISTORY     - 1957     SEE DESCRIPTION  USGS
 RX0977  HISTORY     - 1962     SEE DESCRIPTION  USGS
 RX0977  HISTORY     - 1962     GOOD             USGS
 RX0977
 RX0977                          STATION DESCRIPTION
 RX0977
 RX0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RX0977'THIS STATION IS ABOUT 14 MILES AIR LINE NW OF DRUMMOND,
 RX0977'ABOUT 3 MILES AIR LINE N OF U.S. HIGHWAY 10, ON THE SUMMIT
 RX0977'OF BALDY MOUNTAIN.  ONLY THE VERY TOP OF THIS MOUNTAIN IS BALD,
 RX0977'THE REST BEING WOODED.
 RX0977'
 RX0977'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 RX0977'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 RX0977'
 RX0977'TO REACH THE STATION FROM DRUMMOND--GO W ON U.S. HIGHWAY 10
 RX0977'FOR 13.9 MILES TO WHERE A DIRT ROAD LEADS OF TO THE RIGHT
 RX0977'THROUGH A GROUP OF SHACK BUILDINGS.  FOLLOW UP THIS ROAD FOR
 RX0977'0.5 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE GO UP THIS
 RX0977'CREEK UNTIL COMING UPON A NARROW CANYON BETWEEN TWO TOWERING
 RX0977'ROCK CLIFFS ON THE RIGHT.  PASS BETWEEN THESE CLIFFS, AND GO
 RX0977'N AND W UP THE GULCH UNTIL REACHING A SMALL RIDGE.  FOLLOW
 RX0977'THIS RIDGE ABOUT 1-1/2 MILES, ASCENDING ALONG THE RIDGE IN A
 RX0977'WESTERLY DIRECTION.  THEN GO N UP THE MOUNTAIN TO THE TOP.
 RX0977'ABOUT 3 1/2-HOUR CLIMB.
 RX0977
 RX0977                          STATION RECOVERY (1957)
 RX0977
 RX0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RX0977'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 RX0977'
 RX0977'TO REACH THE STATION FROM DRUMMOND GO WEST ON HIGHWAY 10 13.9
 RX0977'MILES TO ROAD LEADING NORTH ACROSS CATTLE GUARD UP LITTLE
 RX0977'BEAR CREEK, UP CREEK 2.6 MILES TO SEVERAL ROAD FORKS, GO LEFT
 RX0977'THEN RIGHT PAST ROAD FORKS UP MAIN LOGGING ROAD 2.05 MILES TO
 RX0977'ANOTHER ROAD FORK, TURN LEFT AND CONTINUE UP MOUNTAIN FOLLOWING
 RX0977'ROAD.  1.45 MILES TO HIGHEST POINT AND END OF JEEP TRAVEL.
 RX0977'STATION SITE IS ABOUT A 15 MINUTE HIKE UP MOUNTAIN TO THE
 RX0977'WEST FROM THIS POINT.
 RX0977'
 RX0977'THE STATION AND REFERENCE MARKS ARE CEMENTED IN ROCK ABOUT 4
 RX0977'FEET LOWER THEN TOP OF THE MOUNTAIN.
 RX0977
 RX0977                          STATION RECOVERY (1962)
 RX0977
 RX0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RX0977'STATION FOUND IN GOOD CONDITION.  FROM DRUMMOND P.O. GO W ON U.S.
 RX0977'HWY 10 FOR 15.5 MILES TO ROAD ON RIGHT AT IRON GATE (OPPOSITE
 RX0977'WEAVERS RANCH HOUSE ON SOUTH SIDE OF HIGHWAY), GO RIGHT THRU
 RX0977'GATE AND FOLLOW NARROW ROAD UP MOUNTAIN SIDE FOR 4.1 MILES
 RX0977'TO FAILY LEVEL GRASSY AREA SOUTH OF THE PEAK, LEAVE ROAD AND
 RX0977'GO NORTH 0.2 MILE ALONG DIM TRAIL TO TOP OF MOUNTAIN AND
 RX0977'STATION.
 RX0977
 RX0977                          STATION RECOVERY (1962)
 RX0977
 RX0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RX0977'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46113-1, STATION 1002.
 RX0977'
 RX0977'RECOVERED BY USGS IN 1957 AND DESCRIBED AS FOLLOWS
 RX0977'
 RX0977'STATION IS 14 (AIRLINE) MI. NW. OF DRUMMOND, ABOUT 3 MI. N. OF
 RX0977'HIGHWAY 10 ON THE SUMMIT OF BALDY MOUNTAIN.  ONLY THE VERY TOP OF
 RX0977'THIS MOUNTAIN BEING BALD, THE REST IS WOODED.
 RX0977'
 RX0977'RECOVERED BY USGS IN 1962 AND REDESCRIBED AS FOLLOWS
 RX0977'
 RX0977'FROM DRUMMOND POST OFFICE, GO W. ON U.S. HIGHWAY 10 15.5 MI. TO RD.
 RX0977'RIGHT AT IRON GATE (OPPOSITE WEAVERS RANCH HOUSE ON S. SIDE HIGHWAY),
 RX0977'GO RIGHT THROUGH GATE AND FOLLOW NARROW RD. UP MOUNTAIN SIDE 4.1 MI.
 RX0977'TO FAIRLY LEVEL GRASSY AREA S. OF PEAK, LEAVE RD. AND GO N. 0.2 MI.
 RX0977'ALONG DIM TRAIL TO TOP OF MOUNTAIN AND STATION.
 RX0977'
 RX0977'STATION MARK--STANDARD USC AND GS BRONZE DISK CEMENTED IN ROCK,
 RX0977'STAMPED---BALDY 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0893 ***********************************************************************
 TM0893  DESIGNATION -  BALDY
 TM0893  PID         -  TM0893
 TM0893  STATE/COUNTY-  MT/GLACIER
 TM0893  USGS QUAD   -  HYDE CREEK (1995)
 TM0893
 TM0893                         *CURRENT SURVEY CONTROL
 TM0893  ___________________________________________________________________
 TM0893* NAD 83(1992)-  48 19 06.39182(N)    113 09 14.94551(W)     ADJUSTED  
 TM0893* NAVD 88     -      2348.8    (meters)    7706.     (feet)  VERT ANG  
 TM0893  ___________________________________________________________________
 TM0893  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 TM0893  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 TM0893
 TM0893  HORZ ORDER  -  FIRST
 TM0893
 TM0893.The horizontal coordinates were established by classical geodetic methods
 TM0893.and adjusted by the National Geodetic Survey in July 1992..
 TM0893
 TM0893.The orthometric height was determined by vertical angle observations.
 TM0893
 TM0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0893
 TM0893.The geoid height was determined by GEOID03.
 TM0893
 TM0893;                    North         East     Units Scale Factor Converg.
 TM0893;SPC MT       -   458,408.635   329,182.195   MT  0.99965360   -2 40 22.9
 TM0893;SPC MT       - 1,503,965.34  1,079,994.08   iFT  0.99965360   -2 40 22.9
 TM0893;UTM  12      - 5,353,937.298   340,305.683   MT  0.99991335   -1 36 33.0
 TM0893
 TM0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0893!SPC MT       -   0.99963413  x   0.99965360  =   0.99928785
 TM0893!UTM  12      -   0.99963413  x   0.99991335  =   0.99954751
 TM0893
 TM0893:                Primary Azimuth Mark                     Grid Az
 TM0893:SPC MT       -  BALDY AZ MK                              156 02 21.1
 TM0893:UTM  12      -  BALDY AZ MK                              154 58 31.2
 TM0893
 TM0893|---------------------------------------------------------------------|
 TM0893| PID    Reference Object                     Distance      Geod. Az  |
 TM0893|                                                           dddmmss.s |
 TM0893| CN3915 BALDY AZ MK                                        1532158.2 |
 TM0893| CN3916 BALDY RM 1                            4.903 METERS 20438     |
 TM0893| CN3917 BALDY RM 2                            6.770 METERS 32844     |
 TM0893| TM0894 EAST GLACIER MUNICIPAL TANK         APPROX.14.4 KM 3403424.7 |
 TM0893|---------------------------------------------------------------------|
 TM0893
 TM0893                          SUPERSEDED SURVEY CONTROL
 TM0893
 TM0893  NAD 83(1986)-  48 19 06.40072(N)    113 09 14.93548(W) AD(       ) 1
 TM0893  NAD 27      -  48 19 06.52498(N)    113 09 11.62633(W) AD(       ) 1
 TM0893  NGVD 29 (07/19/86) 2347.5    (m)         7702.     (f) VERT ANG       
 TM0893
 TM0893.Superseded values are not recommended for survey control.
 TM0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0893.See file dsdata.txt to determine how the superseded data were derived.
 TM0893
 TM0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU4030653937(NAD 83)
 TM0893_MARKER: Z = SEE DESCRIPTION
 TM0893_SETTING: 66 = SET IN ROCK OUTCROP
 TM0893
 TM0893  HISTORY     - Date     Condition        Report By
 TM0893  HISTORY     - 1963     MONUMENTED       CGS
 TM0893  HISTORY     - 1963     GOOD             NGS
 TM0893
 TM0893                          STATION DESCRIPTION
 TM0893
 TM0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0893'THE STATION IS ABOUT 18 MILES SOUTH-SOUTHWEST OF BROWNING, 9
 TM0893'MILES SOUTH-SOUTHEAST OF EAST GLACIER, ON THE SUMMIT OF MOUNT
 TM0893'BALDY WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 TM0893'
 TM0893'TO REACH THE STATION FROM THE POST OFFICE IN BROWNING, GO
 TM0893'SOUTH ON MAIN STREET FOR 0.25 MILE TO THE JUNCTION OF U.S.
 TM0893'HIGHWAYS 2 AND 89.  TURN LEFT AND GO EAST AND THEN SOUTH FOR
 TM0893'0.9 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 TM0893'SOUTHERLY FOR 0.7 MILE TO THE RAILROAD DEPOT ON THE RIGHT.
 TM0893'CONTINUE SOUTH FOR 7.4 MILES TO THE END OF THE PAVEMENT.
 TM0893'CONTINUE SOUTH FOR 1.1 MILES TO A BRIDGE SPANNING TWO MEDICINE
 TM0893'RIVER.  CROSS THE BRIDGE AND CONTINUE SOUTH FOR 5.4 MILES TO
 TM0893'A SIDE ROAD ON THE RIGHT AT A SIGN EAST GLACIER PARK 13
 TM0893'MILES, U.S. HIGHWAY 2 12 MILES, BROWNING 15 MILES.  TURN
 TM0893'RIGHT AND GO WEST FOR 1.85 MILES TO A SIDE ROAD ON THE
 TM0893'LEFT AT A SIGN PALOOKAVILLE.  TURN LEFT AND GO SOUTH FOR
 TM0893'1.95 MILES TO A SIDE ROAD AND FARM BUILDINGS ON THE LEFT.
 TM0893'CONTINUE STRAIGHT AHEAD FOR 2.2 MILES TO A FORK.  TAKE THE
 TM0893'RIGHT FORK AND GO 1.1 MILES TO A SIDE ROAD ON THE LEFT AT A
 TM0893'POWER LINE POLE NUMBERED 14 Q 71.  TURN LEFT AND GO UP GRADE FOR
 TM0893'0.35 MILE, THENCE RIGHT, UP STEEP GRADE FOR 1.75 MILES TO A
 TM0893'FORK AT THE SUMMIT OF LITTLE BADGER DIVIDE.  TAKE THE RIGHT
 TM0893'FORK AND GO 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TM0893'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A METAL BUILDING ON
 TM0893'THE RIGHT.  CONTINUE NORTHWESTERLY FOR 0.45 MILE TO A POINT
 TM0893'WHERE THE MAIN ROAD TURNS RIGHT.  BEAR LEFT AND GO 0.1
 TM0893'MILE TO THE HIGHEST POINT AND THE STATION.
 TM0893'
 TM0893'THE STATION MARK IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 TM0893'SURVEY CEMENTED IN A DRILL HOLE IN A MASS OF ROCK OUTCROP THAT
 TM0893'IS 6 FEET NORTHWEST AND 3 FEET LOWER THAN THE SOUTHEAST RIM
 TM0893'OF THE MOUNTAIN.  THE DISK IS STAMPED BALDY 1956.
 TM0893'
 TM0893'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BALDY USGS NO 1 1963,
 TM0893'CEMENTED IN A DRILL HOLE IN A MASS OF ROCK OUTCROP THAT IS
 TM0893'10 FEET NORTHWEST AND 2 FEET LOWER THAN THE SOUTHEAST RIM OF
 TM0893'THE MOUNTAIN AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0893'
 TM0893'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BALDY USGS NO 2
 TM0893'1963, CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP
 TM0893'THAT PROJECTS 4 INCHES.  IT IS 30 FEET NORTHWEST OF THE SOUTHEAST
 TM0893'RIM OF THE MOUNTAIN AND ABOUT 2 FEET LOWER THAN THE STATION.
 TM0893'
 TM0893'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BALDY USGS 1963,
 TM0893'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 6 FOOT BOULDER
 TM0893'THAT PROJECTS 3 FEET.  IT IS 15.8 FEET EAST AND 8 FEET HIGHER
 TM0893'THAN THE CENTERLINE OF THE ROAD, 3.1 FEET NORTHEAST OF A WITNESS
 TM0893'POST AND ABOUT 150 YARDS SOUTHWEST OF THE METAL BUILDING.
 TM0893
 TM0893                          STATION RECOVERY (1963)
 TM0893
 TM0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TM0893'STATION MARK--STANDARD USGS TABLET, CEMENTED IN DRILL HOLE IN ROCK
 TM0893'OUTCROP, AND STAMPED ---BALDY 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0739 ***********************************************************************
 RV0739  DESIGNATION -  BALDY
 RV0739  PID         -  RV0739
 RV0739  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0739  USGS QUAD   -  GREEN ASHLEY GULCH (1995)
 RV0739
 RV0739                         *CURRENT SURVEY CONTROL
 RV0739  ___________________________________________________________________
 RV0739* NAD 83(1992)-  46 43 48.37130(N)    109 15 41.61289(W)     ADJUSTED  
 RV0739* NAVD 88     -      2500.3    (meters)    8203.     (feet)  VERTCON   
 RV0739  ___________________________________________________________________
 RV0739  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 RV0739  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 RV0739
 RV0739  HORZ ORDER  -  FIRST
 RV0739
 RV0739.The horizontal coordinates were established by classical geodetic methods
 RV0739.and adjusted by the National Geodetic Survey in July 1992..
 RV0739
 RV0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0739
 RV0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0739
 RV0739.The geoid height was determined by GEOID03.
 RV0739
 RV0739;                    North         East     Units Scale Factor Converg.
 RV0739;SPC MT       -   275,619.282   618,215.099   MT  0.99940473   +0 10 27.9
 RV0739;SPC MT       -   904,262.74  2,028,264.76   iFT  0.99940473   +0 10 27.9
 RV0739;UTM  12      - 5,176,639.652   632,828.834   MT  0.99981686   +1 15 57.6
 RV0739
 RV0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0739!SPC MT       -   0.99961002  x   0.99940473  =   0.99901499
 RV0739!UTM  12      -   0.99961002  x   0.99981686  =   0.99942696
 RV0739
 RV0739|---------------------------------------------------------------------|
 RV0739| PID    Reference Object                     Distance      Geod. Az  |
 RV0739|                                                           dddmmss.s |
 RV0739| CQ4989 BALDY RM 1                           11.189 METERS 06634     |
 RV0739| CQ4990 BALDY RM 2                                         13719     |
 RV0739| RV0735 GREAT FALLS BILLINGS AWY BN 46      APPROX.27.9 KM 1413026.0 |
 RV0739| RV0744 BIG SNOWY                           APPROX. 4.7 KM 3011045.1 |
 RV0739| RV0743 GREAT FALLS BILLINGS AWY BN 48      APPROX.12.6 KM 3594824.4 |
 RV0739|---------------------------------------------------------------------|
 RV0739
 RV0739                          SUPERSEDED SURVEY CONTROL
 RV0739
 RV0739  NAD 83(1986)-  46 43 48.36608(N)    109 15 41.59044(W) AD(       ) 1
 RV0739  NAD 27      -  46 43 48.49400(N)    109 15 38.95900(W) AD(       ) 1
 RV0739  NGVD 29 (07/19/86) 2499.2    (m)         8199.     (f) VERT ANG       
 RV0739
 RV0739.Superseded values are not recommended for survey control.
 RV0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0739.See file dsdata.txt to determine how the superseded data were derived.
 RV0739
 RV0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS3282976640(NAD 83)
 RV0739_MARKER: DS = TRIANGULATION STATION DISK
 RV0739_SETTING: 66 = SET IN ROCK OUTCROP
 RV0739
 RV0739  HISTORY     - Date     Condition        Report By
 RV0739  HISTORY     - 1949     MONUMENTED       CGS
 RV0739
 RV0739                          STATION DESCRIPTION
 RV0739
 RV0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RV0739'THE STATION IS LOCATED ABOUT 25 MILES EAST-SOUTHEAST OF
 RV0739'LEWISTOWN, ABOUT 2 MILES SOUTHEAST OF A PEAK LOCALLY KNOWN
 RV0739'AS OLD BALDY (OLD BALDY IS HIGHER THAN THE STATION HILL),
 RV0739'NEAR THE NORTHWEST EDGE OF A Y SHAPED RIDGE, 50 FEET SOUTH
 RV0739'OF THE NORTH EDGE OF THE RIDGE, 50 FEET NORTH OF THE SOUTH
 RV0739'EDGE OF THE RIDGE, AND 40 FEET SOUTH-SOUTHWEST OF A HOLE THAT
 RV0739'IS ABOUT 5 FEET DEEP AND ABOUT 6 FEET IN DIAMETER.
 RV0739'
 RV0739'TO REACH THE STATION FROM THE FERGUS COUNTY HIGH SCHOOL IN
 RV0739'LEWISTOWN, GO SOUTHERLY ON 6TH. AVENUE (HEATH ROAD) FOR 9.7
 RV0739'MILES TO A FORK.  THEN RIGHT FOR 1.0 MILE TO A FORK.  THEN
 RV0739'RIGHT ROAD (SOUTHWESTERLY) FOR 8.5 MILES TO A FORK AT A SIGN
 RV0739'ROGER R.S. 2 MILES.  THEN LEFT ROAD FOR 10.4 MILES TO THE
 RV0739'CREST OF A HILL AND A SIDE ROAD ON THE LEFT, A WOODS ROAD
 RV0739'ON THE RIGHT AND A SIGN SOUTH FORK, NORTH FORK.  TURN
 RV0739'RIGHT, WESTERLY, ON THE WOODS ROAD FOR 4.1 MILES TO THE
 RV0739'END OF TRUCK TRAVEL.  PACK WEST, SOUTHWEST, AND WEST TO THE
 RV0739'HIGHEST POINT AND BIG SNOWY (USGS), A DISTANCE OF 2.75
 RV0739'MILES.  THEN BEAR LEFT, SOUTHEAST, FOR ABOUT 2 MILES TO THE
 RV0739'STATION AS DECRIBED.  A JEEP CAN BE DRIVEN TO BIG SNOWY
 RV0739'(USGS) AND TO A POINT THAT IS 1 HOUR PACK TO BALDY.
 RV0739'
 RV0739'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 RV0739'STAMPED BALDY 1949.
 RV0739'
 RV0739'REFERENCE MARK NO. 1 IS AT ABOUT THE SAME ELEVATION AS THE
 RV0739'STATION.  IT IS FLUSH WITH THE GROUND, AND THE DISK IS
 RV0739'STAMPED BALDY NO 1 1949.
 RV0739'
 RV0739'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION,
 RV0739'AND THE DISK IS STAMPED BALDY NO 2 1949.
 RV0739'
 RV0739'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 RV0739'IN DRILL HOLE IN OUTCROPPING BEDROCK.
 RV0739'
 RV0739'BIG SNOWY (USGS) IS NORTHWEST OF THE STATION.  THE DISTANCE
 RV0739'IS DETERMINED BY A SINGLE TRIANGLE AND A SECOND ORDER BASE
 RV0739'LINE.  THE MARK IS A U.S. GEOLOGICAL SURVEY DISK, UNSTAMPED,
 RV0739'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 RV0739'
 RV0739'FOUR FOOT WOODEN STANDS AT SKAGGS, BLACKTAIL, BALD BUTTE,
 RV0739'WILLOW, BED 1934, SWANSON 1934, AND A 25 FOOT WOODEN STAND
 RV0739'AT BOYD ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0492 ***********************************************************************
 TK0492  DESIGNATION -  BALDY
 TK0492  PID         -  TK0492
 TK0492  STATE/COUNTY-  MT/HILL
 TK0492  USGS QUAD   -  BOWERY PEAK (1984)
 TK0492
 TK0492                         *CURRENT SURVEY CONTROL
 TK0492  ___________________________________________________________________
 TK0492* NAD 83(1992)-  48 08 55.30021(N)    109 39 03.18704(W)     ADJUSTED  
 TK0492* NAVD 88     -      2109.4    (meters)    6921.     (feet)  VERTCON   
 TK0492  ___________________________________________________________________
 TK0492  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 TK0492  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 TK0492
 TK0492  HORZ ORDER  -  THIRD
 TK0492
 TK0492.The horizontal coordinates were established by classical geodetic methods
 TK0492.and adjusted by the National Geodetic Survey in July 1992..
 TK0492
 TK0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0492
 TK0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0492
 TK0492.The geoid height was determined by GEOID03.
 TK0492
 TK0492;                    North         East     Units Scale Factor Converg.
 TK0492;SPC MT       -   433,233.134   588,777.137   MT  0.99958994   -0 06 37.3
 TK0492;SPC MT       - 1,421,368.55  1,931,683.52   iFT  0.99958994   -0 06 37.3
 TK0492;UTM  12      - 5,333,707.303   600,347.351   MT  0.99972373   +1 00 18.0
 TK0492
 TK0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0492!SPC MT       -   0.99967176  x   0.99958994  =   0.99926183
 TK0492!UTM  12      -   0.99967176  x   0.99972373  =   0.99939558
 TK0492
 TK0492:                Primary Azimuth Mark                     Grid Az
 TK0492:SPC MT       -  BOWERY PEAK LOH                          325 44 44.4
 TK0492:UTM  12      -  BOWERY PEAK LOH                          324 37 49.1
 TK0492
 TK0492|---------------------------------------------------------------------|
 TK0492| PID    Reference Object                     Distance      Geod. Az  |
 TK0492|                                                           dddmmss.s |
 TK0492| TK0491 BOWERY PEAK LOH                     APPROX. 4.5 KM 3253807.1 |
 TK0492|---------------------------------------------------------------------|
 TK0492
 TK0492                          SUPERSEDED SURVEY CONTROL
 TK0492
 TK0492  NAD 83(1986)-  48 08 55.30018(N)    109 39 03.16911(W) AD(       ) 3
 TK0492  NAD 27      -  48 08 55.34453(N)    109 39 00.47870(W) AD(       ) 3
 TK0492  NGVD 29 (07/19/86) 2108.5    (m)         6918.     (f) VERT ANG       
 TK0492
 TK0492.Superseded values are not recommended for survey control.
 TK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0492.See file dsdata.txt to determine how the superseded data were derived.
 TK0492
 TK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU0034733707(NAD 83)
 TK0492
 TK0492  HISTORY     - Date     Condition        Report By
 TK0492  HISTORY     - 1957     MONUMENTED       USGS
 TK0492  HISTORY     - 1959     GOOD             USGS
 TK0492
 TK0492                          STATION DESCRIPTION
 TK0492
 TK0492'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TK0492'STATION LOCATED ABOUT 2 MI. W. AND 5 MI. N. OF WARRICK ON HIGHEST
 TK0492'POINT OF OLD BALDY PEAK WHICH IS HIGHEST AND MOST PROMINIENT PEAK IN
 TK0492'BEAR PAW RANGE.
 TK0492'
 TK0492'TO REACH FROM CORNER OF 11TH AND 5TH IN HAVRE, GO S. ON 5TH AVENUE,
 TK0492'WHICH IS BEAVER CREEK RD., FOR 29.6 MI. TO Y-RD., AT THE STATE CORRAL
 TK0492'AND THEN LEFT 1.0 MI. AND LEAVE MOUNTAIN RD. TURNING RIGHT ON JEEP
 TK0492'RD., CONTINUE ON JEEP RD. 3.5 MI., PASSING TO THE E. OF PEAK, LEAVE
 TK0492'TRAIL RD., CONTINUE ON JEEP RD. 3.5 MI., PASSING TO THE E. OF PEAK,
 TK0492'LEAVE TRAIL RD. AND GO UP DRAIN TO TOP OF RIDGE ABOUT 3/4 MI. S. OF
 TK0492'PEAK AND END OF TRUCK TRAVEL, THEN 45 MINUTE HIKE TO HIGHEST POINT.
 TK0492'
 TK0492'NOTE - SOME CONTROVERSY EXISTS AS TO THE PROPER NAME FOR THIS PEAK.
 TK0492'NGS INTERSECTED IT AND CALLED IT MT. BEAR PAW. A GEOLOGIST, CALLED IT
 TK0492'MT. BEAR PAW. ALL OTHER SOURCES OBTAINED BY THE WRITER, REFERRED TO
 TK0492'THE PEAK AS OLD BALDY.
 TK0492'
 TK0492'BEAR PAW MOUNTAIN WAS INTERSECTED BY THE NGS IN 1923.  IT IS
 TK0492'REFERRED TO BY NGS AS BEAR PAW MOUNTAINS, SOUTH GROUP HIGHEST PEAK.
 TK0492'THIS STATION WAS NOT DESCRIBED OR MARKED.
 TK0492'THIS NO CHECK POSITION WAS NOT HELD.
 TK0492'
 TK0492'RECOVERED.
 TK0492'
 TK0492'STATION MARK - STANDARD USGS TABLET STAMPED ---BALDY 1957 VABM 6916---
 TK0492'CEMENTED IN DRILL HOLE IN BOULDER WHICH IN TURN WAS CEMENTED IN
 TK0492'GROUND.
 TK0492'
 TK0492'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0579 ***********************************************************************
 QY0579  DESIGNATION -  BALDY 2
 QY0579  PID         -  QY0579
 QY0579  STATE/COUNTY-  MT/BEAVERHEAD
 QY0579  USGS QUAD   -  POLARIS (1988)
 QY0579
 QY0579                         *CURRENT SURVEY CONTROL
 QY0579  ___________________________________________________________________
 QY0579* NAD 83(1992)-  45 21 21.28137(N)    113 01 35.55533(W)     ADJUSTED  
 QY0579* NAVD 88     -      3222.6    (meters)   10573.     (feet)  VERTCON   
 QY0579  ___________________________________________________________________
 QY0579  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 QY0579  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 QY0579
 QY0579  HORZ ORDER  -  FIRST
 QY0579
 QY0579.The horizontal coordinates were established by classical geodetic methods
 QY0579.and adjusted by the National Geodetic Survey in July 1992..
 QY0579
 QY0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0579
 QY0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0579
 QY0579.The geoid height was determined by GEOID03.
 QY0579
 QY0579;                    North         East     Units Scale Factor Converg.
 QY0579;SPC MT       -   129,133.182   323,817.278   MT  0.99980501   -2 34 46.9
 QY0579;SPC MT       -   423,665.30  1,062,392.64   iFT  0.99980501   -2 34 46.9
 QY0579;UTM  12      - 5,024,486.544   341,269.697   MT  0.99990979   -1 26 31.8
 QY0579
 QY0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0579!SPC MT       -   0.99949684  x   0.99980501  =   0.99930195
 QY0579!UTM  12      -   0.99949684  x   0.99990979  =   0.99940668
 QY0579
 QY0579:                Primary Azimuth Mark                     Grid Az
 QY0579:SPC MT       -  TORREY MTN NORTH PEAK                    023 13 43.1
 QY0579:UTM  12      -  TORREY MTN NORTH PEAK                    022 05 28.0
 QY0579
 QY0579|---------------------------------------------------------------------|
 QY0579| PID    Reference Object                     Distance      Geod. Az  |
 QY0579|                                                           dddmmss.s |
 QY0579| QY0548 TORREY MTN NORTH PEAK               APPROX.11.9 KM 0203856.2 |
 QY0579| CN3912 BALDY 2 AZ MK                                      1483202.2 |
 QY0579| CN3914 BALDY 2 RM 3                         10.224 METERS 14914     |
 QY0579| CN3913 BALDY 2 RM 2                          9.547 METERS 34743     |
 QY0579|---------------------------------------------------------------------|
 QY0579
 QY0579                          SUPERSEDED SURVEY CONTROL
 QY0579
 QY0579  NAD 83(1986)-  45 21 21.28049(N)    113 01 35.55353(W) AD(       ) 1
 QY0579  NAD 27      -  45 21 21.55300(N)    113 01 32.41200(W) AD(       ) 1
 QY0579  NGVD 29 (07/19/86) 3221.1    (m)        10568.     (f) VERT ANG       
 QY0579
 QY0579.Superseded values are not recommended for survey control.
 QY0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0579.See file dsdata.txt to determine how the superseded data were derived.
 QY0579
 QY0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4127024487(NAD 83)
 QY0579_MARKER: Z = SEE DESCRIPTION
 QY0579_SETTING: 66 = SET IN ROCK OUTCROP
 QY0579
 QY0579  HISTORY     - Date     Condition        Report By
 QY0579  HISTORY     - 1956     MONUMENTED       CGS
 QY0579  HISTORY     - 1956     GOOD             NGS
 QY0579
 QY0579                          STATION DESCRIPTION
 QY0579
 QY0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0579'THE STATION IS ABOUT 21 MILES NORTHWEST OF DILLON, 14 MILES
 QY0579'NORTH-NORTHWEST OF BANNACK, 10 MILES NORTHWEST OF BADGER PASS
 QY0579'AND 30 FEET SOUTHEAST OF A LOOKOUT BUILDING.  IT IS ON THE
 QY0579'HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS BALDY MOUNTAIN.
 QY0579'
 QY0579'TO REACH THE STATION FROM THE STOP AND GO LIGHT 1 BLOCK NORTH
 QY0579'OF THE POST OFFICE IN DILLON, GO EAST AND SOUTH ON U.S. HIGHWAY
 QY0579'91 FOR 4.1 MILES TO A HARD SURFACED SIDE ROAD ON THE RIGHT, TURN
 QY0579'RIGHT AND GO WEST FOR 13.85 MILES TO A SIDE ROAD AND SIGN
 QY0579'BANNACK STATE PARK ON THE LEFT, CONTINUE WEST FOR 3.75 MILES
 QY0579'TO A WIRE GATE ON THE RIGHT, TURN RIGHT AND GO NORTH ALONG
 QY0579'THE EAST SIDE OF A FENCE FOR 1.35 MILES TO A GATE, PASS THROUGH
 QY0579'THE GATE AND CONTINUE NORTH FOR 1.5 MILES TO A GATE, PASS
 QY0579'THROUGH THE GATE AND CONTINUE NORTH FOR 0.35 MILE TO A POINT
 QY0579'WHERE THE MAIN ROAD TURNS LEFT, CONTINUE NORTHERLY ON TRACK
 QY0579'ROAD FOR 1.1 MILES TO A FORK, TAKE THE LEFT ROAD AND GO
 QY0579'NORTHWEST ALONG A CREEK FOR 0.9 MILE TO A FORK, TAKE THE LEFT
 QY0579'ROAD AND GO WEST AND NORTH FOR 2.85 MILES TO A FORK, TAKE
 QY0579'THE RIGHT ROAD AND GO NORTHEAST FOR 0.1 MILE TO A FORK
 QY0579'AND THE END OF TRUCK TRAVEL.  PACK EAST AND NORTH TO THE
 QY0579'TOP OF THE MOUNTAIN AND THE STATION, ABOUT A 3-1/2 HOUR
 QY0579'PACK.
 QY0579'
 QY0579'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QY0579'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 QY0579'GROUND.  THE DISK IS STAMPED BALDY NO 2 1950.
 QY0579'
 QY0579'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QY0579'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 QY0579'GROUND.  THE DISK IS STAMPED BALDY NO 2 1950.
 QY0579'
 QY0579'REFERENCE MARK 3 IS FLUSH WITH THE SURFACE OF THE BOULDER, AND
 QY0579'THE DISK IS STAMPED BALDY 2 USGS 1956.
 QY0579'
 QY0579'THE AZIMUTH MARK IS 10 FEET EAST OF THE TRAIL LEADING TO THE
 QY0579'STATION.  THE DISK IS FLUSH WITH THE SURFACE OF THE BOULDER,
 QY0579'AND THE DISK IS STAMPED BALDY 2 USGS 1956.
 QY0579
 QY0579                          STATION RECOVERY (1956)
 QY0579
 QY0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QY0579'STATION IS LOCATED IN SEC. 36, T 5 S, R 12 W, ON HIGHEST POINT ON
 QY0579'BALDY MTN., 31.0 FT. S. OF ABANDONED LOOKOUT STATION.
 QY0579'
 QY0579'TO REACH STATION FROM DILLON POST OFFICE, GO S. 0.1 MI., TURN RIGHT
 QY0579'GOING W. ACROSS RAILROAD TRACKS AND FOLLOW WELL TRAVELED RD. 22.5 MI.
 QY0579'TO DYCE CREEK CANYON ROAD, TURNING RIGHT AND GOING N. THROUGH GATE.
 QY0579'CONTINUE ON RD. FOR 1.5 MI., THRU GATE AND 0.4 MI. TAKING RIGHT FORK
 QY0579'AT POINT.  CONTINUE 0.9 MI. THRU GATE AND 0.4 MI. MORE TO FORK.  TAKE
 QY0579'RIGHT FORK AND CONTINUE 1.2 MI. TO ANOTHER FORK.  TAKE LEFT FORK AND
 QY0579'CONTINUE 1.0 MI. TO NEXT FORK, TAKING LEFT FORK, FORDING STREAM AND
 QY0579'THRU GATE ON OLD, ABANDONED RD. 0.1 MI. FROM LAST FORK.  CONTINUE 0.3
 QY0579'MI. TO FORK, TAKING LEFT FORK UP HILL.  CONTINUE ON OLD RD. FOR 3.3
 QY0579'MI. N. UNTIL RD. TRAVEL BECOMES IMPOSSIBLE AT EDGE OF TIMBER.  TURN
 QY0579'RIGHT AND CONTINUE UP SAGE COVERED HILL AS FAR AS JEEP WILL TRAVEL.
 QY0579'WALKING IS REQUIRED FROM THIS POINT.  A 1-1/2 TO 2 HOUR WALK UP RIDGE
 QY0579'OF MOST TIMBER AND OVER ROCKY SLOPE TO SUMMIT IS REQUIRED.  STATION
 QY0579'IS ON HIGHEST AND MOST NORTHERLY PEAK OF MOUNTAIN.
 QY0579'
 QY0579'STATION MARK--STANDARD USGS TABLET SET IN SOLID ROCK STAMPED ---BALDY
 QY0579'NO. 2 1950---.
 QY0579'
 QY0579'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO. 1
 QY0579'BALDY NO. 2 1950---, SET IN SOLID ROCK, 30.20 FT. FROM STATION,
 QY0579'S 20 DEG 04 MIN E.
 QY0579'
 QY0579'REFERENCE MARK NO. 2--ROCK CHISELED ---FM 110817---, SET IN ROCK WALL
 QY0579'ON NE. CORNER OF LOOKOUT HOUSE, 53.50 FT. FROM STATION,
 QY0579'S 12 DEG 15 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0957 ***********************************************************************
 TN0957  DESIGNATION -  BALDY ET
 TN0957  PID         -  TN0957
 TN0957  STATE/COUNTY-  MT/LINCOLN
 TN0957  USGS QUAD   -  MOUNT BALDY (1983)
 TN0957
 TN0957                         *CURRENT SURVEY CONTROL
 TN0957  ___________________________________________________________________
 TN0957* NAD 83(1992)-  48 50 04.00119(N)    115 55 30.12925(W)     ADJUSTED  
 TN0957* NAVD 88     -      1992.0    (meters)    6535.     (feet)  VERTCON   
 TN0957  ___________________________________________________________________
 TN0957  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 TN0957  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 TN0957
 TN0957  HORZ ORDER  -  THIRD
 TN0957
 TN0957.The horizontal coordinates were established by classical geodetic methods
 TN0957.and adjusted by the National Geodetic Survey in July 1992..
 TN0957
 TN0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0957
 TN0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0957
 TN0957.The geoid height was determined by GEOID03.
 TN0957
 TN0957;                    North         East     Units Scale Factor Converg.
 TN0957;SPC MT       -   528,790.782   128,887.179   MT  0.99990242   -4 41 59.8
 TN0957;SPC MT       - 1,734,877.89    422,858.20   iFT  0.99990242   -4 41 59.8
 TN0957;UTM  11      - 5,409,609.175   578,885.238   MT  0.99967645   +0 48 33.4
 TN0957
 TN0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0957!SPC MT       -   0.99969030  x   0.99990242  =   0.99959275
 TN0957!UTM  11      -   0.99969030  x   0.99967645  =   0.99936685
 TN0957
 TN0957:                Primary Azimuth Mark                     Grid Az
 TN0957:SPC MT       -  BOUNDARY MON 12 8.61 M ID MT             301 36 51.0
 TN0957:UTM  11      -  BOUNDARY MON 12 8.61 M ID MT             296 06 17.8
 TN0957
 TN0957|---------------------------------------------------------------------|
 TN0957| PID    Reference Object                     Distance      Geod. Az  |
 TN0957|                                                           dddmmss.s |
 TN0957| TO0897 BOUNDARY MON 12 8.61 M ID MT        APPROX.10.2 KM 2965451.2 |
 TN0957|---------------------------------------------------------------------|
 TN0957
 TN0957                          SUPERSEDED SURVEY CONTROL
 TN0957
 TN0957  NAD 83(1986)-  48 50 04.01235(N)    115 55 30.12829(W) AD(       ) 3
 TN0957  NAD 27      -  48 50 04.17789(N)    115 55 26.45003(W) AD(       ) 3
 TN0957  NGVD 29 (07/19/86) 1990.8    (m)         6531.     (f) VERT ANG       
 TN0957
 TN0957.Superseded values are not recommended for survey control.
 TN0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0957.See file dsdata.txt to determine how the superseded data were derived.
 TN0957
 TN0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ7888509609(NAD 83)
 TN0957_MARKER: DD = SURVEY DISK
 TN0957_SETTING: 0 = UNSPECIFIED SETTING
 TN0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0957
 TN0957  HISTORY     - Date     Condition        Report By
 TN0957  HISTORY     - 1963     MONUMENTED       USGS
 TN0957
 TN0957                          STATION DESCRIPTION
 TN0957
 TN0957'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0957'STATION LOCATED APPROXIMATELY 25.5 MI. N. AND 1.5 MI. W. AIRLINE OF
 TN0957'TROY, MONTANA, APPROXIMATELY 30 MI. N. AND 17 MI. W. AIRLINE OF
 TN0957'LIBBY, MONTANA, ON THE HIGHEST POINT OF MOUNT BALDY, 60 FT. NNE. OF
 TN0957'LOOKOUT TOWER.
 TN0957'
 TN0957'TO REACH FROM TROY, MONTANA, TRAVEL NW. ON U.S. HIGHWAY 2 11.1 MI.,
 TN0957'THENCE RIGHT ON YAAK RIVER ROAD 19.1 MI. TO HELLROARING CREEK, TURN
 TN0957'LEFT JUST BEFORE CROSSING BRIDGE, GO 1.5 MI. AND TAKE RD. TO RIGHT,
 TN0957'PROCEED 4.3 MI. AND AGAIN TAKE RIGHT FORK.  CONTINUE 2.6 MI. AND TAKE
 TN0957'LEFT FORK AROUND HAIRPIN CURVE, AND FOLLOW MAIN TRACK RD., KEEPING
 TN0957'RIGHT 5.3 MI. TO TOP OF MOUNTAIN AND STATION.
 TN0957'
 TN0957'STATION MARK--STANDARD USGS BRASS TABLET STAMPED---ET BALDY 1963---.
 TN0957'
 TN0957'REFERENCE MARK--U.S. FOREST SERVICE TABLET STAMPED---FMP 1929---,
 TN0957'CEMENTED IN DRILL HOLE IN BOULDER, 40.7 FT. FROM STATION,
 TN0957'N 28 DEG 07 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0569 ***********************************************************************
 SQ0569  DESIGNATION -  BALL ROCK
 SQ0569  PID         -  SQ0569
 SQ0569  STATE/COUNTY-  MT/PHILLIPS
 SQ0569  USGS QUAD   -  SCHUYLER BUTTE (1987)
 SQ0569
 SQ0569                         *CURRENT SURVEY CONTROL
 SQ0569  ___________________________________________________________________
 SQ0569* NAD 83(1992)-  47 39 32.47148(N)    107 31 03.23689(W)     ADJUSTED  
 SQ0569* NAVD 88     -       957.65   (+/-2cm)    3141.9    (feet)  VERTCON   
 SQ0569  ___________________________________________________________________
 SQ0569  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 SQ0569  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 SQ0569
 SQ0569  HORZ ORDER  -  THIRD
 SQ0569  VERT ORDER  -  THIRD ? (See Below)
 SQ0569
 SQ0569.The horizontal coordinates were established by classical geodetic methods
 SQ0569.and adjusted by the National Geodetic Survey in July 1992..
 SQ0569
 SQ0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0569.The vertical order pertains to the NGVD 29 superseded value.
 SQ0569
 SQ0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0569
 SQ0569.The geoid height was determined by GEOID03.
 SQ0569
 SQ0569;                    North         East     Units Scale Factor Converg.
 SQ0569;SPC MT       -   380,685.820   748,815.221   MT  0.99945630   +1 27 00.6
 SQ0569;SPC MT       - 1,248,969.23  2,456,742.85   iFT  0.99945630   +1 27 00.6
 SQ0569;UTM  13      - 5,281,473.405   310,972.318   MT  1.00003911   -1 51 41.1
 SQ0569
 SQ0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0569!SPC MT       -   0.99985238  x   0.99945630  =   0.99930876
 SQ0569!UTM  13      -   0.99985238  x   1.00003911  =   0.99989148
 SQ0569
 SQ0569:                Primary Azimuth Mark                     Grid Az
 SQ0569:SPC MT       -  DOGTOWN                                  197 07 28.2
 SQ0569:UTM  13      -  DOGTOWN                                  200 26 09.9
 SQ0569
 SQ0569|---------------------------------------------------------------------|
 SQ0569| PID    Reference Object                     Distance      Geod. Az  |
 SQ0569|                                                           dddmmss.s |
 SQ0569| SQ0571 DOGTOWN                             APPROX. 6.2 KM 1983428.8 |
 SQ0569|---------------------------------------------------------------------|
 SQ0569
 SQ0569                          SUPERSEDED SURVEY CONTROL
 SQ0569
 SQ0569  NAD 83(1986)-  47 39 32.46603(N)    107 31 03.22153(W) AD(       ) 3
 SQ0569  NAD 27      -  47 39 32.46100(N)    107 31 00.84800(W) AD(       ) 3
 SQ0569  NGVD 29 (07/19/86)  956.93   (m)         3139.5    (f) LEVELING    3  
 SQ0569
 SQ0569.Superseded values are not recommended for survey control.
 SQ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0569.See file dsdata.txt to determine how the superseded data were derived.
 SQ0569
 SQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN1097281473(NAD 83)
 SQ0569_MARKER: I = METAL ROD
 SQ0569_SETTING: 0 = UNSPECIFIED SETTING
 SQ0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0569
 SQ0569  HISTORY     - Date     Condition        Report By
 SQ0569  HISTORY     - 1885     MONUMENTED       MORC
 SQ0569  HISTORY     - 1937     GOOD             USE
 SQ0569  HISTORY     - 1937     GOOD             CGS
 SQ0569
 SQ0569                          STATION DESCRIPTION
 SQ0569
 SQ0569'DESCRIBED BY US ENGINEERS 1937
 SQ0569'THE STATION IS IN PHILLIPS COUNTY ON THE LEFT BANK OF THE
 SQ0569'MISSOURI RIVER AND IN THE NORTHWEST CORNER OF SECTION 20,
 SQ0569'T. 22 N., R. 33 E.  THE STATION IS ABOUT 4 MILES DUE EAST OF THE
 SQ0569'LEEDY POST OFFICE AND 1-1/4 MILES NORTH OF THE MISSOURI RIVER
 SQ0569'ON A HIGH ROUND-TOPPED GRASSY KNOLL RISING ABOUT THE HIGH
 SQ0569'BLUFFS TO THE NORTH OF THE RIVER.  STATION HILL IS THE HIGHEST
 SQ0569'GROUND IN THE VICINITY.
 SQ0569'
 SQ0569'IT MAY BE POSSIBLE TO REACH THE STATION BY AUTOMOBILE.  TO DO
 SQ0569'SO, DRIVE EAST FROM TELEGRAPH POST OFFICE ON MAIN TRACK ROAD 0.2
 SQ0569'MILE TO GATE.  PASS THROUGH GATE AND TAKE TWO RIGHT FORKS
 SQ0569'THAT ARE NEAR THE GATE.  GO SOUTHEAST ON THE TRACK THAT PASSES
 SQ0569'TO THE RIGHT OF OLD RED SCHOOLHOUSE 1.8 MILES TO GATE.  PASS
 SQ0569'THROUGH GATE AND TURN TO RIGHT OR SOUTH ON DIM TRACK AND GO
 SQ0569'1.3 MILES TO A FORK.  TAKE LEFT FORK SOUTH AND PROCEED
 SQ0569'0.8 MILE TO A FORK.  TAKE THE LEFT FORK AND PASS THROUGH A
 SQ0569'GATE, AND THEN FOLLOW THE MAIN TRACK ROAD SOUTH AND EAST
 SQ0569'1.4 MILES TO A FORK AT THE TOP OF A SHORT GRADE.  TAKE RIGHT
 SQ0569'FORK AND GO SOUTH 0.9 MILE TO A FORK.  TAKE RIGHT FORK AND
 SQ0569'CONTINUE SOUTH TO WEIDDERICKS RANCH BUILDINGS.  CONTINUE
 SQ0569'PAST BUILDINGS AND CLIMB HILL TO SOUTH.  FOLLOW DIM TRAIL
 SQ0569'ALONG DIVIDE TO TOP OF SHARP GRADE.  TURN RIGHT AND DRIVE
 SQ0569'OFF THE RIDGE ACROSS A LOW SADDLE, THENCE SOUTHWEST TO
 SQ0569'LONE CABIN.  FROM LONE CABIN PROCEED SOUTH ALONG THE TOP
 SQ0569'OF DIVIDE TO EDGE OF BLUFFS OVERLOOKING RIVER AND STATION.
 SQ0569'
 SQ0569'MONUMENT IS 5 IN IRON PIPE OF MO.R.C.  NO REPAIR WORK WAS
 SQ0569'DONE ON THIS STATION.
 SQ0569'
 SQ0569'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0569
 SQ0569                          STATION RECOVERY (1937)
 SQ0569
 SQ0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 SQ0569'STATION MARK--MONUMENT IS 5 IN. IRON PIPE OF MORC.  NO REPAIR WORK
 SQ0569'WAS DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0897 ***********************************************************************
 TN0897  DESIGNATION -  BANFIELD MOUNTAIN LOT
 TN0897  PID         -  TN0897
 TN0897  STATE/COUNTY-  MT/LINCOLN
 TN0897  USGS QUAD   -  BANFIELD MOUNTAIN (1983)
 TN0897
 TN0897                         *CURRENT SURVEY CONTROL
 TN0897  ___________________________________________________________________
 TN0897* NAD 83(1992)-  48 33 27.61423(N)    115 26 57.93727(W)     ADJUSTED  
 TN0897* NAVD 88     -                                                        
 TN0897  ___________________________________________________________________
 TN0897  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 TN0897  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0897
 TN0897  HORZ ORDER  -  THIRD
 TN0897
 TN0897.The horizontal coordinates were established by classical geodetic methods
 TN0897.and adjusted by the National Geodetic Survey in July 1992..
 TN0897
 TN0897
 TN0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0897
 TN0897.The geoid height was determined by GEOID03.
 TN0897
 TN0897;                    North         East     Units Scale Factor Converg.
 TN0897;SPC MT       -   495,351.421   161,356.008   MT  0.99975858   -4 21 07.3
 TN0897;SPC MT       - 1,625,168.70    529,383.23   iFT  0.99975858   -4 21 07.3
 TN0897;UTM  11      - 5,379,446.675   614,411.992   MT  0.99976082   +1 09 44.9
 TN0897
 TN0897                          SUPERSEDED SURVEY CONTROL
 TN0897
 TN0897  NAD 83(1986)-  48 33 27.62521(N)    115 26 57.94345(W) AD(       ) 4
 TN0897  NAD 27      -  48 33 27.79116(N)    115 26 54.32498(W) AD(       ) 3
 TN0897
 TN0897.Superseded values are not recommended for survey control.
 TN0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0897.See file dsdata.txt to determine how the superseded data were derived.
 TN0897
 TN0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1441279447(NAD 83)
 TN0897
 TN0897  HISTORY     - Date     Condition        Report By
 TN0897  HISTORY     - 1960     MONUMENTED       CGS
 TN0897
 TN0897                          STATION DESCRIPTION
 TN0897
 TN0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0897'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  IT IS
 TN0897'LOCATED 12 MILES NORTH-NORTHEAST OF LIBBY, 8-1/2 MILES NORTHWEST
 TN0897'OF WARLAND, 11 MILES WEST OF VALCOUR AND IN THE KOOTENAI NATIONAL
 TN0897'FOREST.
 TN0897'
 TN0897'THE LOOKOUT IS CONSTRUCTED OF WOOD AND IS APPROXIMATELY 14 X 14
 TN0897'FEET SQUARE.  IT IS SUPPORTED BY 4 POLE LEGS AND THE HEIGHT,
 TN0897'OVERALL, IS ABOUT 35 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0572 ***********************************************************************
 TL0572  DESIGNATION -  BANKA
 TL0572  PID         -  TL0572
 TL0572  STATE/COUNTY-  MT/PONDERA
 TL0572  USGS QUAD   -  FOWLER COULEE SE (1967)
 TL0572
 TL0572                         *CURRENT SURVEY CONTROL
 TL0572  ___________________________________________________________________
 TL0572* NAD 83(1992)-  48 02 15.66378(N)    111 33 49.95193(W)     ADJUSTED  
 TL0572* NAVD 88     -      1057.3    (meters)    3469.     (feet)  VERTCON   
 TL0572  ___________________________________________________________________
 TL0572  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 TL0572  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 TL0572
 TL0572  HORZ ORDER  -  THIRD
 TL0572
 TL0572.The horizontal coordinates were established by classical geodetic methods
 TL0572.and adjusted by the National Geodetic Survey in July 1992..
 TL0572
 TL0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0572
 TL0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0572
 TL0572.The geoid height was determined by GEOID03.
 TL0572
 TL0572;                    North         East     Units Scale Factor Converg.
 TL0572;SPC MT       -   422,910.829   446,181.334   MT  0.99955314   -1 30 35.0
 TL0572;SPC MT       - 1,387,502.72  1,463,849.52   iFT  0.99955314   -1 30 35.0
 TL0572;UTM  12      - 5,320,642.497   457,968.134   MT  0.99962171   -0 25 09.5
 TL0572
 TL0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0572!SPC MT       -   0.99983658  x   0.99955314  =   0.99938980
 TL0572!UTM  12      -   0.99983658  x   0.99962171  =   0.99945835
 TL0572
 TL0572:                Primary Azimuth Mark                     Grid Az
 TL0572:SPC MT       -  T26N R1W R1E SECS 25 30 31 36            228 13 57.7
 TL0572:UTM  12      -  T26N R1W R1E SECS 25 30 31 36            227 08 32.2
 TL0572
 TL0572|---------------------------------------------------------------------|
 TL0572| PID    Reference Object                     Distance      Geod. Az  |
 TL0572|                                                           dddmmss.s |
 TL0572| SS1470 T26N R1W R1E SECS 25 30 31 36       APPROX.10.5 KM 2264322.7 |
 TL0572|---------------------------------------------------------------------|
 TL0572
 TL0572                          SUPERSEDED SURVEY CONTROL
 TL0572
 TL0572  NAD 83(1986)-  48 02 15.66390(N)    111 33 49.93959(W) AD(       ) 3
 TL0572  NAD 27      -  48 02 15.79591(N)    111 33 46.97943(W) AD(       ) 3
 TL0572  NGVD 29 (07/19/86) 1056.4    (m)         3466.     (f) VERT ANG       
 TL0572
 TL0572.Superseded values are not recommended for survey control.
 TL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0572.See file dsdata.txt to determine how the superseded data were derived.
 TL0572
 TL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU5796820642(NAD 83)
 TL0572_MARKER: DS = TRIANGULATION STATION DISK
 TL0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0572+STABILITY: SURFACE MOTION
 TL0572
 TL0572  HISTORY     - Date     Condition        Report By
 TL0572  HISTORY     - 1937     MONUMENTED       USGS
 TL0572  HISTORY     - 1947     GOOD             USGS
 TL0572  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0572
 TL0572                          STATION DESCRIPTION
 TL0572
 TL0572'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 TL0572'STATION IS LOCATED 13.25 MI. E. OF BRADY, T 26 N, R 1 E, NEAR CENTER
 TL0572'OF N. SIDE OF SE. 1/4 OF SEC. 2, AND ON S. SIDE OF HALF SECTION LINE
 TL0572'RD.
 TL0572'
 TL0572'TO REACH STATION FROM BRADY, FOLLOW SECTION LINE RD. E. 13.0 MI.,
 TL0572'THENCE N. 0.5 MI., THENCE E. 0.75 MI. TO STATION.
 TL0572
 TL0572                          STATION RECOVERY (1947)
 TL0572
 TL0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 TL0572'STATION RECOVERED.  REFERENCE MARK NO. 2 SEARCHED FOR BUT NOT FOUND.
 TL0572
 TL0572                          STATION RECOVERY (1967)
 TL0572
 TL0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0572'STATION IS LOCATED 13.25 MI. E. OF BRADY, T 26 N, R 1 E, NEAR CENTER
 TL0572'OF N. SIDE OF SE. 1/4 OF SECTION 2, AND ON S. SIDE OF HALF SECTION
 TL0572'LINE RD.
 TL0572'
 TL0572'TO REACH STATION FROM BRADY, FOLLOW SECTION LINE RD. E. 13.0 MI.,
 TL0572'THENCE N. 0.5 MI., THENCE E. 0.75 MI. TO STATION.
 TL0572'
 TL0572'REFERENCE MARK NO. 2 SEARCHED FOR BUT NOT FOUND.
 TL0572'
 TL0572'RECOVERED AS FOLLOWS
 TL0572'
 TL0572'THE REMAINS OF AN OLD SIGNAL AND REFERENCE MARK NO. 1, WHICH IS LYING
 TL0572'LOOSE, WERE FOUND IN A ROCK PILE, THE REMAINING AREA HAS BEEN
 TL0572'CULTIVATED, THE STATION MARK MAY BE BENEATH THE ROCKS, A THOROUGH
 TL0572'SEARCH WAS NOT MADE DUE TO RAIN AT THE TIME WE VISITED THE SITE.
 TL0572'
 TL0572'STATION MARK--STANDARD TABLET, STAMPED ---BANKA 1937---, IN TOP OF
 TL0572'CONCRETE MONUMENT SET IN GROUND.
 TL0572'
 TL0572'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---NO. 1---,
 TL0572'IN TOP OF CONCRETE MONUMENT SET IN GROUND, 105.97 FT. FROM STATION,
 TL0572'S 49 DEG 21 MIN E.
 TL0572'
 TL0572'REFERENCE MARK NO. 2--A 3/4 IN. DRILL HOLE, 1-1/4 IN. DEEP, IN TOP OF
 TL0572'A HARD BOULDER IN PLACE, 101.95 FT. FROM STATION, S 34 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0541 ***********************************************************************
 RU0541  CBN         -  This is a Cooperative Base Network Control Station.
 RU0541  DESIGNATION -  BANNISTER
 RU0541  PID         -  RU0541
 RU0541  STATE/COUNTY-  MT/ROSEBUD
 RU0541  USGS QUAD   -  HOBO COULEE (1969)
 RU0541
 RU0541                         *CURRENT SURVEY CONTROL
 RU0541  ___________________________________________________________________
 RU0541* NAD 83(1999)-  46 35 44.67903(N)    106 11 37.51901(W)     ADJUSTED  
 RU0541* NAVD 88     -       924.5    (meters)    3033.     (feet)  GPS OBS   
 RU0541  ___________________________________________________________________
 RU0541  X           -  -1,224,610.101 (meters)                     COMP
 RU0541  Y           -  -4,216,851.035 (meters)                     COMP
 RU0541  Z           -   4,611,660.498 (meters)                     COMP
 RU0541  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 RU0541  ELLIP HEIGHT-         908.87  (meters)          (04/16/01) GPS OBS
 RU0541  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 RU0541
 RU0541  HORZ ORDER  -  B
 RU0541  ELLP ORDER  -  FOURTH    CLASS II
 RU0541
 RU0541.The horizontal coordinates were established by GPS observations
 RU0541.and adjusted by the National Geodetic Survey in April 2001..
 RU0541.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RU0541.DATUM ITEM on the data sheet items page.
 RU0541
 RU0541.The orthometric height was determined by GPS observations and a
 RU0541.high-resolution geoid model.
 RU0541
 RU0541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RU0541
 RU0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0541
 RU0541.The ellipsoidal height was determined by GPS observations
 RU0541.and is referenced to NAD 83.
 RU0541
 RU0541.The geoid height was determined by GEOID03.
 RU0541
 RU0541;                    North         East     Units Scale Factor Converg.
 RU0541;SPC MT       -   266,007.656   853,127.673   MT  0.99941894   +2 25 06.7
 RU0541;SPC MT       -   872,728.53  2,798,975.31   iFT  0.99941894   +2 25 06.7
 RU0541;UTM  13      - 5,160,934.320   408,562.176   MT  0.99970277   -0 52 02.5
 RU0541
 RU0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0541!SPC MT       -   0.99985755  x   0.99941894  =   0.99927657
 RU0541!UTM  13      -   0.99985755  x   0.99970277  =   0.99956036
 RU0541
 RU0541|---------------------------------------------------------------------|
 RU0541| PID    Reference Object                     Distance      Geod. Az  |
 RU0541|                                                           dddmmss.s |
 RU0541| AI2131 BANNISTER RM 1                       20.524 METERS 18455     |
 RU0541| AI2132 BANNISTER RM 2                       21.343 METERS 27454     |
 RU0541| AI2133 BANNISTER AZ MK                     APPROX. 0.8 KM 3501909.9 |
 RU0541|---------------------------------------------------------------------|
 RU0541
 RU0541                          SUPERSEDED SURVEY CONTROL
 RU0541
 RU0541  NAD 83(1992)-  46 35 44.67818(N)    106 11 37.51842(W) AD(       ) B
 RU0541  ELLIP H (05/15/92)  908.97   (m)                       GP(       ) 4 2
 RU0541  NAD 83(1986)-  46 35 44.66581(N)    106 11 37.47945(W) AD(       ) 1
 RU0541  NAD 27      -  46 35 44.65600(N)    106 11 35.40500(W) AD(       ) 1
 RU0541  NGVD 29 (06/11/92)  923.9    (m)         3031.     (f) GPS OBS        
 RU0541
 RU0541.Superseded values are not recommended for survey control.
 RU0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0541.See file dsdata.txt to determine how the superseded data were derived.
 RU0541
 RU0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM0856260934(NAD 83)
 RU0541_MARKER: DS = TRIANGULATION STATION DISK
 RU0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0541_SP_SET: CONCRETE POST
 RU0541_STAMPING: BANNISTER 1934
 RU0541_MARK LOGO: CGS   
 RU0541_PROJECTION: PROJECTING 30 CENTIMETERS
 RU0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0541+STABILITY: SURFACE MOTION
 RU0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0541+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1991
 RU0541
 RU0541  HISTORY     - Date     Condition        Report By
 RU0541  HISTORY     - 1934     MONUMENTED       CGS
 RU0541  HISTORY     - 1934     GOOD             CGS
 RU0541  HISTORY     - 1934     GOOD             CGS
 RU0541  HISTORY     - 1965     GOOD             CGS
 RU0541  HISTORY     - 19840824 GOOD             NGS
 RU0541  HISTORY     - 19911029 GOOD             NGS
 RU0541
 RU0541                          STATION DESCRIPTION
 RU0541
 RU0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0541'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF ANGELA POST
 RU0541'OFFICE AND IS ON THE HIGH POINT OF THE GRASSY DIVIDE BETWEEN
 RU0541'SUNDAY AND SOUTH SUNDAY CREEKS.  THIS DIVIDE IS LOW AND CONSISTS
 RU0541'OF SEVERAL GRASSY HILLS WHICH HAVE STONY TOPS.
 RU0541'
 RU0541'THE STATION MARK PROJECTS 4 INCHES AND IS THE NORTHEAST
 RU0541'1/4 SEC. 28, T. 10 S., R. 44 E.  THERE ARE A GROUP OF DARK
 RU0541'RUGGED HILLS ABOUT 2-1/2 MILES SOUTHEAST OF THE STATION AND A
 RU0541'GROUP OF ROUND BLACK GUMBO HILLS SOUTH OF THE STATION AND
 RU0541'ABOUT A MILE DISTANT.
 RU0541'
 RU0541'TO REACH THE STATION FROM ANGELA POST OFFICE WHICH IS A STORE
 RU0541'ON STATE HIGHWAY 22, 30 MILES NORTHWEST OF MILES CITY BY
 RU0541'HIGHWAY, GO SOUTHEASTERLY ON HIGHWAY 22 TOWARD MILES CITY
 RU0541'10.4 MILES TO TWO MAIL BOXES AND CROSSROADS.  (THESE BOXES
 RU0541'ARE ON THE WEST SIDE OF THE ROAD.  ONE OF THEM HAS BANNISTER
 RU0541'PAINTED ON IT AND THE OTHER ONE HAS HALL ON IT).  TURN RIGHT,
 RU0541'WEST, ON GRADED ROAD AND GO WEST 1.4 MILES TO BANNISTERS RANCH
 RU0541'HOUSE (WHITE) ABOUT 50 YARDS NORTH OF THE ROAD.  CONTINUE
 RU0541'WEST ON GRADED ROAD 0.3 MILE TO A GATE.  PASS THROUGH GATE
 RU0541'AND CONTINUE WEST 0.3 MILE TO THE END OF THE GRADED ROAD.
 RU0541'CONTINUE WEST ON PLAIN ROAD 0.1 MILE TO A FORK.  TAKE THE
 RU0541'RIGHT FORK AND GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 RU0541'GO 0.6 MILE TO A GATE.  PASS THROUGH GATE AND GO WEST ON
 RU0541'SOUTH SIDE OF EAST-AND-WEST FENCE 1.0 MILE TO A FENCE
 RU0541'CORNER (SOUTHWEST CORNER SECTION 22).  CONTINUE WEST 0.5
 RU0541'MILE TO A ROAD COMING IN DIAGONALLY ON THE LEFT FROM THE
 RU0541'SOUTHEAST JUST AFTER CROSSING A SMALL DRAW.  (AZIMUTH
 RU0541'MARK IS 0.15 MILE NORTHWEST BY ROAD FROM THIS POINT).  HERE
 RU0541'TURN LEFT OFF OF ROAD AND GO SOUTH ACROSS COUNTRY TO HIGH
 RU0541'POINT OF HILL AND STATION, 0.3 MILE DISTANT.
 RU0541'
 RU0541'STATION IS ON LAND OWNED BY ROSEBUD COUNTY.
 RU0541'
 RU0541'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 RU0541'STANDARD BRONZE DISKS SET IN CONCRETE.
 RU0541'
 RU0541'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND PROJECTS 4
 RU0541'INCHES.
 RU0541'
 RU0541'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND PROJECTS 4
 RU0541'INCHES.
 RU0541'
 RU0541'THE AZIMUTH MARK IS NORTH OF THE STATION.  IT IS 10 FEET
 RU0541'WEST OF AN UNIMPROVED ROAD AND PROJECTS 4 INCHES.
 RU0541'
 RU0541'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 RU0541
 RU0541                          STATION RECOVERY (1934)
 RU0541
 RU0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0541'THE STATION WAS RECOVERED WITHOUT A DESCRIPTION.  ALL MARKS
 RU0541'WERE FOUND TO BE IN GOOD CONDITION.  STANDARD CONCRETE BLOCKS.
 RU0541'
 RU0541'STATION WAS REACHED FROM MILES CITY BY FOLLOWING THE JORDAN
 RU0541'HIGHWAY, 17.1 MILES, TO A GRADED ROAD ON THE LEFT, (MAIL BOX
 RU0541'OF W.A. HALL AT THIS POINT), TURN LEFT AND GO WEST FOR 4.0
 RU0541'MILES AND CROSS A SMALL WASH, TURN LEFT, AND DRIVE SOUTHWEST
 RU0541'ACROSS COUNTRY 0.4 MILE TO THE HIGHEST POINT AND STATION.
 RU0541
 RU0541                          STATION RECOVERY (1934)
 RU0541
 RU0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RU0541'RECOVERED IN GOOD CONDITION.
 RU0541
 RU0541                          STATION RECOVERY (1965)
 RU0541
 RU0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CA)
 RU0541'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 RU0541'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH THE
 RU0541'STATION FOLLOWS.
 RU0541'
 RU0541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10, 12
 RU0541'AND STATE HIGHWAY 22 IN MILES CITY, GO NORTHWESTERLY ON STATE
 RU0541'HIGHWAY 22 FOR 9.6 MILES TO A SIDE ROAD, RIGHT AND A SIGN, DEAD
 RU0541'MAN ROAD.  CONTINUE STRAIGHT AHEAD ON THE HIGHWAY FOR 8.8
 RU0541'MILES TO A SIDE ROAD, LEFT.  TURN LEFT OFF THE HIGHWAY ONTO
 RU0541'THE DIRT SIDE ROAD AND GO WEST FOR 1.1 MILES TO A GATE.  PASS
 RU0541'THROUGH THE GATE AND CONTINUE WEST ON THE DIRT ROAD FOR 2.8
 RU0541'MILES.  TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR 0.5 MILE
 RU0541'TO A REVERSE Y FORK.  GO WEST-SOUTHWESTERLY CROSS COUNTRY
 RU0541'FOR 0.15 MILE TO THE TOP OF THE SECOND KNOLL AND THE
 RU0541'STATION.
 RU0541
 RU0541                          STATION RECOVERY (1984)
 RU0541
 RU0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RU0541'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 RU0541'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 RU0541'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1934 ORIGINAL DATA.  DUE
 RU0541'TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 RU0541'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) NORTH-NORTHWEST OF MILES
 RU0541'CITY AND 14.5 KM (9.00 MI) SOUTH OF ANGELA, IN A LOW GRASSY DIVIDE
 RU0541'BETWEEN SOUTH SUNDAY AND SUNDAY CREEK.  TO REACH THE STATION FROM THE
 RU0541'POST OFFICE IN MILES CITY GO NORTH ON STATE HIGHWAY 22 FOR 15.77 KM
 RU0541'(9.80 MI) TO DEADMANS ROAD ON THE RIGHT.  CONTINUE NORTH ON STATE
 RU0541'HIGHWAY 22 FOR 12.87 KM (8.00 MI) TO CROW ROCK ROAD ON THE RIGHT.
 RU0541'CONTINUE NORTH ON STATE HIGHWAY 22 FOR 1.61 KM (1.00 MI) TO A SIDE
 RU0541'ROAD LEFT.  TURN LEFT AND GO WEST ON THE BLADED ROAD FOR 7.16 KM (4.45
 RU0541'MI) TO A POINT WHERE THE ROAD TURNS LEFT AND A GATE ON THE RIGHT.
 RU0541'TURN LEFT AND GO SOUTH FOR 0.48 KM (0.30 MI) TO THE TOP OF THE RIDGE.
 RU0541'TURN RIGHT AND GO WEST ACROSS COUNTY FOR 0.32 KM (0.20 MI) TO THE
 RU0541'HIGHEST POINT AND THE STATION.
 RU0541'THE STATION IS A STANDARD CGS DISK STAMPED---BANNISTER 1934---, SET
 RU0541'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE
 RU0541'PROJECTING 26 CM (10.4 INCHES) ABOVE THE GROUND, ON THE HIGHEST POINT
 RU0541'OF THE DIVIDE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 RU0541'STAMPED---BANNISTER NO 1 1934---, SET INTO THE TOP OF A SQUARE
 RU0541'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 8 CM 3.2
 RU0541'INCHES) ABOVE THE GROUND, ON THE SOUTH SLOPE OF THE HILL, 13 FEET (4.0
 RU0541'M) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 RU0541'STAMPED---BANNISTER NO 2 1934---, SET INTO THE TOP OF A SQUARE
 RU0541'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6.0
 RU0541'INCHES) ABOVE THE GROUND, SET ON THE WEST SLOPE OF THE HILL, 13 FEET
 RU0541'(4.0 M) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS
 RU0541'DISK STAMPED---BANNISTER 1934---, SET INTO THE TOP OF A SQUARE
 RU0541'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 20 CM (8.0
 RU0541'INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED 20 METERS (65.6 FT)
 RU0541'WEST FROM THE CENTER OF THE BLADED ROAD, 0.6 METER (2.0 FT) WEST FROM
 RU0541'A WITNESS POST AND 0.6 METERS (2.0 FT) EAST FROM A WITNESS POST.  TO
 RU0541'REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MILES CITY GO NORTH ON
 RU0541'STATE HIGHWAY 22 FOR 15.77 KM (9.80 MI) TO DEADMANS ROAD ON THE RIGHT.
 RU0541'CONTINUE NORTHWEST ON STATE HIGHWAY 22 FOR 12.87 KM (8.00 MI) TO CROW
 RU0541'ROCK ROAD ON THE RIGHT.  CONTINUE NORTHWEST ON STATE HIGHWAY 22 FOR
 RU0541'1.61 KM (1.00 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE
 RU0541'BLADED ROAD FOR 7.16 KM (4.45 MI) TO A POINT WHERE THE MAIN ROAD TURNS
 RU0541'LEFT AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 RU0541'GO NORTHWEST ON THE BLADED ROAD FOR 0.64 KM (0.40 MI) TO THE TOP OF A
 RU0541'LOW RISE AND THE MARK ON THE LEFT.
 RU0541
 RU0541                          STATION RECOVERY (1991)
 RU0541
 RU0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RU0541'THE STATION IS LOCATED ABOUT 29 KM (18.0 MI) NORTH OF MILES CITY, 16
 RU0541'KM (9.9 MI) SOUTH OF ANGELA AND ON THE HIGHEST POINT IN THE VICINITY.
 RU0541'THE STATION IS ON COUNTY PROPERTY AS WAS REPORTED BY LOCALS.
 RU0541'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94
 RU0541'BUSINESS AND STATE HIGHWAY 59, IN MILES CITY, GO NORTH ON HIGHWAY 59
 RU0541'FOR 3.6 KM (2.2 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  CONTINUE
 RU0541'NORTH ON HIGHWAY 59 FOR 25.6 KM (15.9 MI) TO A BRIDGE OVER GRIMES
 RU0541'CREEK.  CONTINUE NORTH ON THE HIGHWAY FOR 0.64 KM (0.40 MI) TO A
 RU0541'GRAVEL ROAD ON THE LEFT.  TURN LEFT, CROSS A CATTLE GUARD AND GO WEST
 RU0541'ON THE GRAVEL ROAD FOR 0.48 KM (0.30 MI) TO A BRIDGE.  CONTINUE WEST
 RU0541'FOR 1.36 KM (0.85 MI) TO A CATTLE GUARD AND A SIGN -HOOK RANCH-.
 RU0541'CROSS THE CATTLE GUARD AND CONTINUE WEST FOR 5.04 KM (3.13 MI) TO A
 RU0541'GRADED DIRT ROAD AT A POINT WHERE THE MAIN ROAD BEARS LEFT AND TWO
 RU0541'GATES ON THE RIGHT.  BEAR LEFT AND GO SOUTHERLY FOR 0.48 KM
 RU0541'(0.30 MI) TO WHERE THE ROAD CURVES RIGHT, WEST.  LEAVE THE ROAD AND
 RU0541'GO NORTHWEST ACROSS COUNTRY, AROUND THE NORTHWEST SIDE OF A SMALL
 RU0541'HILL, FOR 0.32 KM (0.20 MI) TO THE TOP OF A SMALL RISE AND THE
 RU0541'STATION.
 RU0541'THE STATION PROJECTS 10 CM AND IS ON THE SOUTH END OF THE SMALL RIDGE
 RU0541'WITH NO OBJECTS TO MEASURE TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2133 ***********************************************************************
 AI2133  DESIGNATION -  BANNISTER AZ MK
 AI2133  PID         -  AI2133
 AI2133  STATE/COUNTY-  MT/ROSEBUD
 AI2133  USGS QUAD   -  HOBO COULEE (1969)
 AI2133
 AI2133                         *CURRENT SURVEY CONTROL
 AI2133  ___________________________________________________________________
 AI2133* NAD 83(1992)-  46 36 10.97358(N)    106 11 43.99058(W)     ADJUSTED  
 AI2133* NAVD 88     -       898.8    (meters)    2949.     (feet)  VERT ANG  
 AI2133  ___________________________________________________________________
 AI2133  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 AI2133  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 AI2133
 AI2133  HORZ ORDER  -  THIRD
 AI2133
 AI2133.The horizontal coordinates were established by classical geodetic methods
 AI2133.and adjusted by the National Geodetic Survey in December 2001..
 AI2133.No horizontal observational check was made to the station.
 AI2133
 AI2133.The orthometric height was determined by vertical angle observations.
 AI2133
 AI2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2133
 AI2133.The geoid height was determined by GEOID03.
 AI2133
 AI2133;                    North         East     Units Scale Factor Converg.
 AI2133;SPC MT       -   266,812.593   852,955.900   MT  0.99941803   +2 25 02.0
 AI2133;SPC MT       -   875,369.40  2,798,411.75   iFT  0.99941803   +2 25 02.0
 AI2133;UTM  13      - 5,161,748.011   408,436.789   MT  0.99970305   -0 52 07.5
 AI2133
 AI2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2133!SPC MT       -   0.99986158  x   0.99941803  =   0.99927969
 AI2133!UTM  13      -   0.99986158  x   0.99970305  =   0.99956467
 AI2133
 AI2133                          SUPERSEDED SURVEY CONTROL
 AI2133
 AI2133.No superseded survey control is available for this station.
 AI2133
 AI2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM0843761748(NAD 83)
 AI2133_MARKER: DZ = AZIMUTH MARK DISK
 AI2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2133_STAMPING: BANNISTER 1934
 AI2133_MARK LOGO: CGS   
 AI2133_PROJECTION: PROJECTING 20 CENTIMETERS
 AI2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2133+STABILITY: SURFACE MOTION
 AI2133
 AI2133  HISTORY     - Date     Condition        Report By
 AI2133  HISTORY     - 1934     MONUMENTED       CGS
 AI2133  HISTORY     - 19840824 GOOD             NGS
 AI2133
 AI2133                          STATION DESCRIPTION
 AI2133
 AI2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI2133'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) NORTH-NORTHWEST OF MILES
 AI2133'CITY, 14.5 KM (9.00 MI) SOUTH OF ANGELA IN A CULTIVATED FIELD.  TO
 AI2133'REACH THE STATION FROM THE POST OFFICE IN MILES CITY GO
 AI2133'NORTH-NORTHWEST ON STATE HIGHWAY 22 FOR 15.77 KM (9.80 MI) TO DEADMANS
 AI2133'ROAD ON THE RIGHT.  CONTINUE AHEAD ON STATE HIGHWAY 22 FOR 12.87 KM
 AI2133'(8.00 MI) TO CROW ROCK ROAD ON THE RIGHT.  CONTINUE AHEAD ON STATE
 AI2133'HIGHWAY 22 FOR 1.61 KM (1.00 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND
 AI2133'GO WEST ON THE BLADED ROAD FOR 7.16 KM (4.45 MI) TO WHERE THE MAIN
 AI2133'ROAD TURNS LEFT AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 AI2133'GATE AND GO NORTHWEST ON THE FIELD ROAD FOR 0.64 KM (0.40 MI) TO THE
 AI2133'TOP OF A LOW RISE AND THE STATION ON THE RIGHT.  THE STATION MARK IS A
 AI2133'STANDARD AZIMUTH MARK DISK STAMPED---BANNISTER 1934---, SET IN THE TOP
 AI2133'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 20 CM. IT IS 20 M
 AI2133'(65.6 FT) WEST OF THE CENTER FIELD ROAD, 0.6 M (2.0 FT) EAST OF A
 AI2133'WITNESS POST AND 0.6 M (2.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0927 ***********************************************************************
 TM0927  DESIGNATION -  BAPTISTE
 TM0927  PID         -  TM0927
 TM0927  STATE/COUNTY-  MT/FLATHEAD
 TM0927  USGS QUAD   -  FELIX PEAK (1994)
 TM0927
 TM0927                         *CURRENT SURVEY CONTROL
 TM0927  ___________________________________________________________________
 TM0927* NAD 83(1992)-  48 07 39.96536(N)    113 38 02.83565(W)     ADJUSTED  
 TM0927* NAVD 88     -      2866.     (meters)    9403.     (feet)  SCALED    
 TM0927  ___________________________________________________________________
 TM0927  LAPLACE CORR-          13.51  (seconds)                    DEFLEC99
 TM0927  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 TM0927
 TM0927  HORZ ORDER  -  THIRD
 TM0927
 TM0927.The horizontal coordinates were established by classical geodetic methods
 TM0927.and adjusted by the National Geodetic Survey in July 1992..
 TM0927
 TM0927.The orthometric height was scaled from a topographic map.
 TM0927
 TM0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0927
 TM0927.The geoid height was determined by GEOID03.
 TM0927
 TM0927;                    North         East     Units Scale Factor Converg.
 TM0927;SPC MT       -   439,012.761   292,523.530   MT  0.99958271   -3 01 26.9
 TM0927;SPC MT       - 1,440,330.58    959,722.87   iFT  0.99958271   -3 01 26.9
 TM0927;UTM  12      - 5,333,857.338   303,999.543   MT  1.00007205   -1 57 43.5
 TM0927
 TM0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0927!SPC MT       -   0.99955323  x   0.99958271  =   0.99913612
 TM0927!UTM  12      -   0.99955323  x   1.00007205  =   0.99962524
 TM0927
 TM0927:                Primary Azimuth Mark                     Grid Az
 TM0927:SPC MT       -  GILDART                                  187 18 14.4
 TM0927:UTM  12      -  GILDART                                  186 14 31.0
 TM0927
 TM0927|---------------------------------------------------------------------|
 TM0927| PID    Reference Object                     Distance      Geod. Az  |
 TM0927|                                                           dddmmss.s |
 TM0927| ST0608 GILDART                             APPROX.32.0 KM 1841647.5 |
 TM0927|---------------------------------------------------------------------|
 TM0927
 TM0927                          SUPERSEDED SURVEY CONTROL
 TM0927
 TM0927  NAD 83(1986)-  48 07 39.97381(N)    113 38 02.82169(W) AD(       ) 3
 TM0927  NAD 27      -  48 07 40.15770(N)    113 37 59.45944(W) AD(       ) 3
 TM0927
 TM0927.Superseded values are not recommended for survey control.
 TM0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0927.See file dsdata.txt to determine how the superseded data were derived.
 TM0927
 TM0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU0400033857(NAD 83)
 TM0927
 TM0927  HISTORY     - Date     Condition        Report By
 TM0927  HISTORY     - 1900     MONUMENTED       USGS
 TM0927  HISTORY     - 1956     GOOD             USGS
 TM0927
 TM0927                          STATION DESCRIPTION
 TM0927
 TM0927'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TM0927'A HIGH BARE SANDSTONE PEAK, LIGHT IN COLOR, AND HIGHEST IN VICINITY,
 TM0927'ON RANGE E. OF SOUTH FORK OF FLATHEAD RIVER, ABOUT 10 MI. SW. FROM
 TM0927'JAVA STATION ON GREAT NORTHERN RAILWAY.  IT WAS ASCENDED BY TRAVELING
 TM0927'ABOUT 4 MI. ON FOOT ALONG RIDGE FROM THE SOUTH.  THERE IS A GOOD CAMP
 TM0927'IN BASIN AT HEAD OF GULCH FLOWING TO SOUTH FORK, ABOUT 1 MI. SW. OF
 TM0927'STATION, FROM WHICH THE CLIMB TO STATION IS NOT DIFFICULT.
 TM0927'
 TM0927'RECOVERED.
 TM0927'
 TM0927'STATION MARK - AN UNSTAMPED ALUMINUM TABLET CEMENTED IN ROCK IN PLACE.
 TM0927'
 TM0927'REFERENCE MARKS NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0923 ***********************************************************************
 TM0923  DESIGNATION -  BAPTISTE 2
 TM0923  PID         -  TM0923
 TM0923  STATE/COUNTY-  MT/FLATHEAD
 TM0923  USGS QUAD   -  FELIX PEAK (1994)
 TM0923
 TM0923                         *CURRENT SURVEY CONTROL
 TM0923  ___________________________________________________________________
 TM0923* NAD 83(1992)-  48 07 39.94395(N)    113 38 02.90805(W)     ADJUSTED  
 TM0923* NAVD 88     -      2560.1    (meters)    8399.     (feet)  VERTCON   
 TM0923  ___________________________________________________________________
 TM0923  LAPLACE CORR-          13.51  (seconds)                    DEFLEC99
 TM0923  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 TM0923
 TM0923  HORZ ORDER  -  THIRD
 TM0923
 TM0923.The horizontal coordinates were established by classical geodetic methods
 TM0923.and adjusted by the National Geodetic Survey in July 1992..
 TM0923
 TM0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0923
 TM0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0923
 TM0923.The geoid height was determined by GEOID03.
 TM0923
 TM0923;                    North         East     Units Scale Factor Converg.
 TM0923;SPC MT       -   439,012.180   292,522.001   MT  0.99958270   -3 01 26.9
 TM0923;SPC MT       - 1,440,328.67    959,717.85   iFT  0.99958270   -3 01 26.9
 TM0923;UTM  12      - 5,333,856.728   303,998.024   MT  1.00007206   -1 57 43.5
 TM0923
 TM0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0923!SPC MT       -   0.99960118  x   0.99958270  =   0.99918404
 TM0923!UTM  12      -   0.99960118  x   1.00007206  =   0.99967321
 TM0923
 TM0923:                Primary Azimuth Mark                     Grid Az
 TM0923:SPC MT       -  TOM TOM L O                              248 31 39.7
 TM0923:UTM  12      -  TOM TOM L O                              247 27 56.3
 TM0923
 TM0923|---------------------------------------------------------------------|
 TM0923| PID    Reference Object                     Distance      Geod. Az  |
 TM0923|                                                           dddmmss.s |
 TM0923| TM0929 TOM TOM L O                         APPROX.18.8 KM 2453012.8 |
 TM0923| TM0928 PIONEER LOT                         APPROX.15.6 KM 2860849.8 |
 TM0923| TM0924 CAMEA                               APPROX.12.2 KM 3364153.3 |
 TM0923|---------------------------------------------------------------------|
 TM0923
 TM0923                          SUPERSEDED SURVEY CONTROL
 TM0923
 TM0923  NAD 83(1986)-  48 07 39.95531(N)    113 38 02.89466(W) AD(       ) 3
 TM0923  NAD 27      -  48 07 40.10746(N)    113 37 59.55861(W) AD(       ) 3
 TM0923  NGVD 29 (07/19/86) 2558.8    (m)         8395.     (f) VERT ANG       
 TM0923
 TM0923.Superseded values are not recommended for survey control.
 TM0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0923.See file dsdata.txt to determine how the superseded data were derived.
 TM0923
 TM0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU0399833857(NAD 83)
 TM0923_MARKER: DD = SURVEY DISK
 TM0923_SETTING: 0 = UNSPECIFIED SETTING
 TM0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0923
 TM0923  HISTORY     - Date     Condition        Report By
 TM0923  HISTORY     - 1956     MONUMENTED       USGS
 TM0923
 TM0923                          STATION DESCRIPTION
 TM0923
 TM0923'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TM0923'A HIGH, BARE, SANDSTONE PEAK, LIGHT IN COLOR, AND HIGHEST IN VICINITY,
 TM0923'ON RANGE E. OF S. FORK OF FLATHEAD RIVER, ABOUT 10 MI. SW. FROM JAVA
 TM0923'STATION, ON GREAT NORTHERN RAILWAY.
 TM0923'
 TM0923'IT WAS ASCENDED BY TRAVELING ABOUT 4 MI. ON FOOT ALONG RIDGE FROM THE
 TM0923'S.  THERE IS A GOOD CAMP IN BASIN AT HEAD OF GULCH FLOWING TO S. FORK,
 TM0923'ABOUT 1 MI. SW. OF STATION, FROM WHICH THE CLIMB TO STATION IS NOT
 TM0923'DIFFICULT.
 TM0923'
 TM0923'STATION MARK--STANDARD USGS BRONZE TABLET, STAMPED ---VA---.
 TM0923'
 TM0923'REFERENCE MARK--AN ALUMINUM TABLET, CEMENTED IN ROCK, THE USGS 1900
 TM0923'BAPTISTE STATION IS 5.25 FT. FROM BAPTISTE NO. 2,
 TM0923'S 77 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0926 ***********************************************************************
 TM0926  DESIGNATION -  BAPTISTE L O
 TM0926  PID         -  TM0926
 TM0926  STATE/COUNTY-  MT/FLATHEAD
 TM0926  USGS QUAD   -  FELIX PEAK (1994)
 TM0926
 TM0926                         *CURRENT SURVEY CONTROL
 TM0926  ___________________________________________________________________
 TM0926* NAD 83(1992)-  48 07 31.13450(N)    113 39 32.33100(W)     ADJUSTED  
 TM0926* NAVD 88     -      2035.     (meters)    6676.     (feet)  SCALED    
 TM0926  ___________________________________________________________________
 TM0926  LAPLACE CORR-          22.91  (seconds)                    DEFLEC99
 TM0926  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 TM0926
 TM0926  HORZ ORDER  -  THIRD
 TM0926
 TM0926.The horizontal coordinates were established by classical geodetic methods
 TM0926.and adjusted by the National Geodetic Survey in July 1992..
 TM0926
 TM0926.The orthometric height was scaled from a topographic map.
 TM0926
 TM0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0926
 TM0926.The geoid height was determined by GEOID03.
 TM0926
 TM0926;                    North         East     Units Scale Factor Converg.
 TM0926;SPC MT       -   438,838.385   290,661.837   MT  0.99958187   -3 02 32.3
 TM0926;SPC MT       - 1,439,758.48    953,614.95   iFT  0.99958187   -3 02 32.3
 TM0926;UTM  12      - 5,333,648.386   302,140.482   MT  1.00008105   -1 58 49.9
 TM0926
 TM0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0926!SPC MT       -   0.99968339  x   0.99958187  =   0.99926539
 TM0926!UTM  12      -   0.99968339  x   1.00008105  =   0.99976441
 TM0926
 TM0926                          SUPERSEDED SURVEY CONTROL
 TM0926
 TM0926  NAD 83(1986)-  48 07 31.14783(N)    113 39 32.31777(W) AD(       ) 4
 TM0926  NAD 27      -  48 07 31.29412(N)    113 39 28.96940(W) AD(       ) 3
 TM0926
 TM0926.Superseded values are not recommended for survey control.
 TM0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0926.See file dsdata.txt to determine how the superseded data were derived.
 TM0926
 TM0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU0214033648(NAD 83)
 TM0926
 TM0926  HISTORY     - Date     Condition        Report By
 TM0926  HISTORY     - UNK      MONUMENTED
 TM0926  HISTORY     - 1956     GOOD             USGS
 TM0926
 TM0926                          STATION DESCRIPTION
 TM0926
 TM0926'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TM0926'STATION LOCATED ABOUT 30 MI. (AIRLINE) ESE. OF KALISPELL AND 2 MI. E.
 TM0926'OF HUNGRY HORSE RESERVOIR, ON THE HIGHEST POINT OF A LOW MOUNTAIN,
 TM0926'ABOUT 1 MI. W. OF MOUNT BAPTISTE.  THE CENTER OF THE LOOKOUT HOUSE
 TM0926'WAS INTERSECTED FOR HORIZONTAL AND THE EAVES FOR VERTICAL ANGLES.
 TM0926'
 TM0926'STATION MARK--CENTER OF LOOKOUT HOUSE WAS INTERSECTED.
 TM0926'
 TM0926'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0976 ***********************************************************************
 SU0976  DESIGNATION -  BAR Z LOOKOUT TOWER
 SU0976  PID         -  SU0976
 SU0976  STATE/COUNTY-  MT/FLATHEAD
 SU0976  USGS QUAD   -  SHRODER CREEK (1964)
 SU0976
 SU0976                         *CURRENT SURVEY CONTROL
 SU0976  ___________________________________________________________________
 SU0976* NAD 83(1992)-  47 59 48.14012(N)    114 55 38.38497(W)     ADJUSTED  
 SU0976* NAVD 88     -                                                        
 SU0976  ___________________________________________________________________
 SU0976  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 SU0976  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 SU0976
 SU0976  HORZ ORDER  -  THIRD
 SU0976
 SU0976.The horizontal coordinates were established by classical geodetic methods
 SU0976.and adjusted by the National Geodetic Survey in July 1992..
 SU0976
 SU0976
 SU0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0976
 SU0976.The geoid height was determined by GEOID03.
 SU0976
 SU0976;                    North         East     Units Scale Factor Converg.
 SU0976;SPC MT       -   430,350.713   195,467.861   MT  0.99954052   -3 58 12.4
 SU0976;SPC MT       - 1,411,911.79    641,298.76   iFT  0.99954052   -3 58 12.4
 SU0976;UTM  11      - 5,318,012.707   654,618.285   MT  0.99989376   +1 32 25.9
 SU0976
 SU0976                          SUPERSEDED SURVEY CONTROL
 SU0976
 SU0976  NAD 83(1986)-  47 59 48.15079(N)    114 55 38.38118(W) AD(       ) 4
 SU0976  NAD 27      -  47 59 48.34031(N)    114 55 34.89522(W) AD(       ) 3
 SU0976
 SU0976.Superseded values are not recommended for survey control.
 SU0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0976.See file dsdata.txt to determine how the superseded data were derived.
 SU0976
 SU0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP5461818013(NAD 83)
 SU0976
 SU0976  HISTORY     - Date     Condition        Report By
 SU0976  HISTORY     - 1940     MONUMENTED       CGS
 SU0976
 SU0976                          STATION DESCRIPTION
 SU0976
 SU0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0976'BAR Z PEAK FOREST SERVICE LOOKOUT TOWER IS IN THE CABINET
 SU0976'NATIONAL FOREST ON A BARE N-S RIDGE, 4-1/2 MILES SE OF YAKT,
 SU0976'9 MILES NE OF BEND GUARD STATION, AND 3 MILES S OF W END
 SU0976'OF MC GREGOR LAKE.  THE TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0647 ***********************************************************************
 TJ0647  DESIGNATION -  BARB
 TJ0647  PID         -  TJ0647
 TJ0647  STATE/COUNTY-  MT/PHILLIPS
 TJ0647  USGS QUAD   -  BENNETT LAKE (1984)
 TJ0647
 TJ0647                         *CURRENT SURVEY CONTROL
 TJ0647  ___________________________________________________________________
 TJ0647* NAD 83(1992)-  48 14 01.51396(N)    107 45 49.94096(W)     ADJUSTED  
 TJ0647* NAVD 88     -       848.2    (meters)    2783.     (feet)  VERTCON   
 TJ0647  ___________________________________________________________________
 TJ0647  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 TJ0647  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 TJ0647
 TJ0647  HORZ ORDER  -  FIRST
 TJ0647
 TJ0647.The horizontal coordinates were established by classical geodetic methods
 TJ0647.and adjusted by the National Geodetic Survey in July 1992..
 TJ0647
 TJ0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0647
 TJ0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0647
 TJ0647.The geoid height was determined by GEOID03.
 TJ0647
 TJ0647;                    North         East     Units Scale Factor Converg.
 TJ0647;SPC MT       -   444,105.452   728,913.298   MT  0.99962072   +1 16 11.9
 TJ0647;SPC MT       - 1,457,038.88  2,391,447.83   iFT  0.99962072   +1 16 11.9
 TJ0647;UTM  13      - 5,345,974.953   294,769.524   MT  1.00011755   -2 03 43.9
 TJ0647
 TJ0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0647!SPC MT       -   0.99986966  x   0.99962072  =   0.99949043
 TJ0647!UTM  13      -   0.99986966  x   1.00011755  =   0.99998720
 TJ0647
 TJ0647|---------------------------------------------------------------------|
 TJ0647| PID    Reference Object                     Distance      Geod. Az  |
 TJ0647|                                                           dddmmss.s |
 TJ0647| CQ4995 BARB RM 1                            37.033 METERS 11808     |
 TJ0647| CQ4994 BARB AZ MK                                         2040542.8 |
 TJ0647| CQ4996 BARB RM 2                            45.354 METERS 21500     |
 TJ0647|---------------------------------------------------------------------|
 TJ0647
 TJ0647                          SUPERSEDED SURVEY CONTROL
 TJ0647
 TJ0647  NAD 83(1986)-  48 14 01.50836(N)    107 45 49.92942(W) AD(       ) 1
 TJ0647  NAD 27      -  48 14 01.51900(N)    107 45 47.51400(W) AD(       ) 1
 TJ0647  NGVD 29 (07/19/86)  847.4    (m)         2780.     (f) VERT ANG       
 TJ0647
 TJ0647.Superseded values are not recommended for survey control.
 TJ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0647.See file dsdata.txt to determine how the superseded data were derived.
 TJ0647
 TJ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP9477045975(NAD 83)
 TJ0647_MARKER: Z = SEE DESCRIPTION
 TJ0647_SETTING: 0 = UNSPECIFIED SETTING
 TJ0647
 TJ0647  HISTORY     - Date     Condition        Report By
 TJ0647  HISTORY     - 1903     MONUMENTED       USGS
 TJ0647  HISTORY     - 1934     GOOD             CGS
 TJ0647
 TJ0647                          STATION DESCRIPTION
 TJ0647
 TJ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0647'LOCALITY--SEC. 25, T. 29 N., R. 30 E.  THE STATION IS 10 MILES,
 TJ0647'AIRLINE, SOUTHEAST OF MALTA ON TOP OF ONE OF THE HIGHEST
 TJ0647'OF A ROW OF HILLS RUNNING ABOUT EAST AND WEST.  IT IS 4-1/2
 TJ0647'MILES NORTH-NORTHWEST OF PIONEER SCHOOL, 1-1/2 MILES NORTHEAST
 TJ0647'OF THE CONTENT-MALTA GRADED ROAD AND ABOUT 40 YARDS NORTH OF
 TJ0647'AN EAST-WEST SECTION-LINE FENCE.  THE STATION MARK CONSISTS
 TJ0647'OF A STANDARD U.S. GEOLOGICAL SURVEY CAPPED-PIPE BENCH MARK
 TJ0647'ENCASED IN A 12- BY 12-INCH POST OF CONCRETE.
 TJ0647'
 TJ0647'REFERENCE MARK NO. 1, IS EAST-SOUTHEAST OF THE
 TJ0647'STATION.
 TJ0647'
 TJ0647'REFERENCE MARK NO. 2, IS SOUTHWEST OF THE STATION.
 TJ0647'
 TJ0647'AZIMUTH MARK, IS SOUTH-SOUTHWEST OF THE STATION,
 TJ0647'26.0 FEET EAST OF GATE IN AN EAST-WEST FENCE LINE (THIS GATE
 TJ0647'IS 0.6 MILE EAST OF THE CONTENT-MALTA GRADED ROAD) AND 30
 TJ0647'FEET NORTH OF AN EAST-WEST SECTION-LINE ROAD.
 TJ0647'
 TJ0647'A 10-FOOT STAND WILL CLEAR ALL LINES.
 TJ0647'
 TJ0647'THE STATION MAY BE REACHED FROM THE STEEL BRIDGE OVER BEAVER
 TJ0647'CREEK ON THE CONTENT-MALTA GRADED ROAD, BY DRIVING IN A
 TJ0647'GENERAL NORTHWESTERLY DIRECTION TOWARD MALTA ON THE MAIN
 TJ0647'ROAD 15.6 MILES.  A GRADED ROAD COMES DOWN THE HILL FROM THE
 TJ0647'LEFT OR SOUTH INTO THE MAIN ROAD.  CONTINUE NORTHWESTERLY ON
 TJ0647'THE MAIN ROAD 0.4 MILE, TURN BACK EAST ON ROAD THROUGH LANE
 TJ0647'AND DRIVE 0.6 MILE, LEAVE GRADE AND TURN LEFT OR NORTH THROUGH
 TJ0647'A WIRE GATE AND THEN DRIVE NORTH-NORTHEAST OVER COUNTRY
 TJ0647'TOWARDS HIGH HILL WHICH HAS A FENCE, ON THE SKYLINE 1.1
 TJ0647'MILES.  CROSS FENCE TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1133 ***********************************************************************
 SR1133  DESIGNATION -  BARBER
 SR1133  PID         -  SR1133
 SR1133  STATE/COUNTY-  MT/FERGUS
 SR1133  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR1133
 SR1133                         *CURRENT SURVEY CONTROL
 SR1133  ___________________________________________________________________
 SR1133* NAD 83(1992)-  47 22 50.82975(N)    109 43 11.87701(W)     ADJUSTED  
 SR1133* NAVD 88     -      1138.1    (meters)    3734.     (feet)  VERTCON   
 SR1133  ___________________________________________________________________
 SR1133  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 SR1133  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 SR1133
 SR1133  HORZ ORDER  -  SECOND
 SR1133
 SR1133.The horizontal coordinates were established by classical geodetic methods
 SR1133.and adjusted by the National Geodetic Survey in July 1992..
 SR1133
 SR1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1133
 SR1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1133
 SR1133.The geoid height was determined by GEOID03.
 SR1133
 SR1133;                    North         East     Units Scale Factor Converg.
 SR1133;SPC MT       -   347,909.008   583,399.277   MT  0.99941325   -0 09 39.3
 SR1133;SPC MT       - 1,141,433.75  1,914,039.62   iFT  0.99941325   -0 09 39.3
 SR1133;UTM  12      - 5,248,275.181   596,621.125   MT  0.99971473   +0 56 31.2
 SR1133
 SR1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1133!SPC MT       -   0.99982380  x   0.99941325  =   0.99923715
 SR1133!UTM  12      -   0.99982380  x   0.99971473  =   0.99953858
 SR1133
 SR1133|---------------------------------------------------------------------|
 SR1133| PID    Reference Object                     Distance      Geod. Az  |
 SR1133|                                                           dddmmss.s |
 SR1133| CQ4997 BARBER RM 1                          11.171 METERS 07632     |
 SR1133| CQ4998 BARBER RM 2                          13.703 METERS 15900     |
 SR1133| SR1139 SAGE                                APPROX.11.9 KM 2051409.8 |
 SR1133|---------------------------------------------------------------------|
 SR1133
 SR1133                          SUPERSEDED SURVEY CONTROL
 SR1133
 SR1133  NAD 83(1986)-  47 22 50.82697(N)    109 43 11.85808(W) AD(       ) 2
 SR1133  NAD 27      -  47 22 50.90460(N)    109 43 09.17500(W) AD(       ) 2
 SR1133  NGVD 29 (07/19/86) 1137.3    (m)         3731.     (f) VERT ANG       
 SR1133
 SR1133.Superseded values are not recommended for survey control.
 SR1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1133.See file dsdata.txt to determine how the superseded data were derived.
 SR1133
 SR1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT9662148275(NAD 83)
 SR1133_MARKER: DS = TRIANGULATION STATION DISK
 SR1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1133
 SR1133  HISTORY     - Date     Condition        Report By
 SR1133  HISTORY     - 1961     MONUMENTED       CGS
 SR1133
 SR1133                          STATION DESCRIPTION
 SR1133
 SR1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1133'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF DENTON,
 SR1133'ON THE WESTERN END AND HIGHEST POINT OF A BARE RIDGE.
 SR1133'
 SR1133'TO REACH THE STATION FROM THE POST OFFICE IN DENTON, GO EAST
 SR1133'ON STATE HIGHWAY 235 FOR 1.6 MILES TO A ROAD LEFT, TURN LEFT
 SR1133'AND GO NORTH ON THE GRAVELED ROAD FOR 2.7 MILES, BEAR RIGHT
 SR1133'WITH THE MAIN ROAD AND FOLLOW IT EAST, NORTH, AND EAST FOR
 SR1133'3.7 MILES TO AN INTERSECTION, KEEP STRAIGHT AHEAD AND FOLLOW
 SR1133'THE MAIN ROAD FOR 6.2 MILES TO A BRIDGE OVER WOLF CREEK.
 SR1133'CONTINUE EASTERLY FOR 2.2 MILES TO THE TOP OF THE GRADE AND A
 SR1133'WIDE WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE AND
 SR1133'GO SOUTHWESTERLY ON A TRACK ROAD ACROSS GRAZING LAND FOR 0.7
 SR1133'MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST
 SR1133'AND SOUTH FOR 0.5 MILE TO THE TOP OF THE RIDGE, FOLLOW THE
 SR1133'TRACK ROAD ALONG THE TOP OF THE RIDGE FOR 0.3 MILE TO THE
 SR1133'HIGHEST POINT AND THE STATION.
 SR1133'
 SR1133'THE STATION MARK IS A STANDARD DISK STAMPED BARBER 1961, SET
 SR1133'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS
 SR1133'4.5 FEET SOUTHEAST OF A WITNESS POST.
 SR1133'
 SR1133'R.M. 1 IS A STANDARD DISK STAMPED BARBER NO 1 1961, SET IN
 SR1133'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 38.1
 SR1133'FEET NORTHEAST OF THE WITNESS POST.
 SR1133'
 SR1133'R.M. 2 IS A STANDARD DISK STAMPED BARBER NO 2 1961, SET IN
 SR1133'A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 49.4
 SR1133'FEET SOUTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0533 ***********************************************************************
 QY0533  DESIGNATION -  BARE
 QY0533  PID         -  QY0533
 QY0533  STATE/COUNTY-  MT/BEAVERHEAD
 QY0533  USGS QUAD   -  DALYS (1952)
 QY0533
 QY0533                         *CURRENT SURVEY CONTROL
 QY0533  ___________________________________________________________________
 QY0533* NAD 83(1992)-  45 00 58.05138(N)    112 45 58.61090(W)     ADJUSTED  
 QY0533* NAVD 88     -      2371.1    (meters)    7779.     (feet)  VERTCON   
 QY0533  ___________________________________________________________________
 QY0533  LAPLACE CORR-          10.17  (seconds)                    DEFLEC99
 QY0533  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 QY0533
 QY0533  HORZ ORDER  -  THIRD
 QY0533
 QY0533.The horizontal coordinates were established by classical geodetic methods
 QY0533.and adjusted by the National Geodetic Survey in July 1992..
 QY0533
 QY0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0533
 QY0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0533
 QY0533.The geoid height was determined by GEOID03.
 QY0533
 QY0533;                    North         East     Units Scale Factor Converg.
 QY0533;SPC MT       -    90,523.849   342,613.440   MT  0.99999036   -2 23 21.5
 QY0533;SPC MT       -   296,994.26  1,124,059.84   iFT  0.99999036   -2 23 21.5
 QY0533;UTM  12      - 4,986,259.240   360,829.087   MT  0.99983816   -1 14 58.2
 QY0533
 QY0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0533!SPC MT       -   0.99963011  x   0.99999036  =   0.99962047
 QY0533!UTM  12      -   0.99963011  x   0.99983816  =   0.99946833
 QY0533
 QY0533:                Primary Azimuth Mark                     Grid Az
 QY0533:SPC MT       -  GALLAGHER                                091 49 05.2
 QY0533:UTM  12      -  GALLAGHER                                090 40 41.9
 QY0533
 QY0533|---------------------------------------------------------------------|
 QY0533| PID    Reference Object                     Distance      Geod. Az  |
 QY0533|                                                           dddmmss.s |
 QY0533| QY0523 GALLAGHER                           APPROX. 3.9 KM 0892543.7 |
 QY0533|---------------------------------------------------------------------|
 QY0533
 QY0533                          SUPERSEDED SURVEY CONTROL
 QY0533
 QY0533  NAD 83(1986)-  45 00 58.04877(N)    112 45 58.60783(W) AD(       ) 3
 QY0533  NAD 27      -  45 00 58.33723(N)    112 45 55.49167(W) AD(       ) 3
 QY0533  NGVD 29 (07/19/86) 2369.8    (m)         7775.     (f) VERT ANG       
 QY0533
 QY0533.Superseded values are not recommended for survey control.
 QY0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0533.See file dsdata.txt to determine how the superseded data were derived.
 QY0533
 QY0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ6082986259(NAD 83)
 QY0533_MARKER: DD = SURVEY DISK
 QY0533_SETTING: 80 = SET IN A BOULDER
 QY0533_SP_SET: PARTIALLY EXPOSED BOULDER
 QY0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0533+STABILITY: SURFACE MOTION
 QY0533
 QY0533  HISTORY     - Date     Condition        Report By
 QY0533  HISTORY     - 1950     MONUMENTED       USGS
 QY0533
 QY0533                          STATION DESCRIPTION
 QY0533
 QY0533'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0533'PHOTO-TRIG STATION LOCATED NEAR HIGHEST POINT OF LONG BARREN RIDGE
 QY0533'FORMING N. SIDE OF CLARKS CANYON, PARALLELING SAME.  IT IS ABOUT 3
 QY0533'MI. DUE E. OF BEAVERHEAD RIVER IN 1/4 SEC. 25, T 9 S, R 10 W.
 QY0533'
 QY0533'TO REACH FROM DILLON, MONTANA, TAKE U.S. HIGHWAY 91 S. TO FIRST E.
 QY0533'TURNOFF S. OF PIPE ORGAN ROCKS.  TURN LEFT (E.) ACROSS TRACKS AND
 QY0533'BEAVERHEAD RIVER THRU RANCH YARD 0.5 MI. TO T-RD.  TURN LEFT (N.)
 QY0533'AND GO 0.2 MI. TO ENTRANCE TO HENNEBERRY GULCH.  TURN RIGHT AND
 QY0533'TRAVEL 1.5 MI. TO ABANDONED BUILDINGS AND FOOD YARD.  TAKE DIM RD.
 QY0533'TO LEFT AND GO 2.1 MI. TO TOP OF LOW SPUR RIDGE.  TURN RIGHT TO E-W.
 QY0533'FENCE NEARBY.  IF FENCE IS LET DOWN AND REPLACED A JEEP MAY BE
 QY0533'DRIVEN UP LONG RIDGE LEADING TO HIGHEST POINT OF MAIN RIDGE AND
 QY0533'STATION, ABOVE BUT NEAR FENCE CORNER IN SADDLE-LIKE BENCH.  ON FOOT,
 QY0533'CLIMB TAKES ABOUT 1/2 HOUR.
 QY0533'
 QY0533'STATION MARK--STANDARD BRONZE DISK STAMPED ---W. BARE, 1950 7775---
 QY0533'CEMENTED IN DRILL HOLE IN LARGE DEEPLY EMBEDDED BOULDER ADJACENT TO
 QY0533'LARGE SHEPHERDS CAIRN AND LONE CURRANT BUSH ON COBBLESTONE BROAD
 QY0533'RIDGE ABOUT 50 YDS. SW. OF HIGHEST POINT.
 QY0533'
 QY0533'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1534 ***********************************************************************
 SS1534  DESIGNATION -  BARK
 SS1534  PID         -  SS1534
 SS1534  STATE/COUNTY-  MT/CASCADE
 SS1534  USGS QUAD   -  BARKER (1995)
 SS1534
 SS1534                         *CURRENT SURVEY CONTROL
 SS1534  ___________________________________________________________________
 SS1534* NAD 83(1992)-  47 03 40.17615(N)    110 40 07.16837(W)     ADJUSTED  
 SS1534* NAVD 88     -      1964.2    (meters)    6444.     (feet)  VERTCON   
 SS1534  ___________________________________________________________________
 SS1534  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 SS1534  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 SS1534
 SS1534  HORZ ORDER  -  THIRD
 SS1534
 SS1534.The horizontal coordinates were established by classical geodetic methods
 SS1534.and adjusted by the National Geodetic Survey in July 1992..
 SS1534
 SS1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1534
 SS1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1534
 SS1534.The geoid height was determined by GEOID03.
 SS1534
 SS1534;                    North         East     Units Scale Factor Converg.
 SS1534;SPC MT       -   313,034.450   511,275.219   MT  0.99939299   -0 51 17.6
 SS1534;SPC MT       - 1,027,015.91  1,677,412.14   iFT  0.99939299   -0 51 17.6
 SS1534;UTM  12      - 5,212,013.903   525,161.706   MT  0.99960778   +0 14 33.3
 SS1534
 SS1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1534!SPC MT       -   0.99969405  x   0.99939299  =   0.99908722
 SS1534!UTM  12      -   0.99969405  x   0.99960778  =   0.99930195
 SS1534
 SS1534|---------------------------------------------------------------------|
 SS1534| PID    Reference Object                     Distance      Geod. Az  |
 SS1534|                                                           dddmmss.s |
 SS1534| CQ4999 BARK RM 1                             6.717 METERS 11748     |
 SS1534| SS1535 SERVOSS                             APPROX. 4.9 KM 2550035.5 |
 SS1534| CQ5000 BARK RM 2                             5.892 METERS 28903     |
 SS1534|---------------------------------------------------------------------|
 SS1534
 SS1534                          SUPERSEDED SURVEY CONTROL
 SS1534
 SS1534  NAD 83(1986)-  47 03 40.17316(N)    110 40 07.15171(W) AD(       ) 3
 SS1534  NAD 27      -  47 03 40.31490(N)    110 40 04.37480(W) AD(       ) 3
 SS1534  NGVD 29 (07/19/86) 1963.1    (m)         6441.     (f) VERT ANG       
 SS1534
 SS1534.Superseded values are not recommended for survey control.
 SS1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1534.See file dsdata.txt to determine how the superseded data were derived.
 SS1534
 SS1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2516212014(NAD 83)
 SS1534_MARKER: DS = TRIANGULATION STATION DISK
 SS1534_SETTING: 66 = SET IN ROCK OUTCROP
 SS1534
 SS1534  HISTORY     - Date     Condition        Report By
 SS1534  HISTORY     - 1961     MONUMENTED       CGS
 SS1534
 SS1534                          STATION DESCRIPTION
 SS1534
 SS1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1534'THE STATION IS LOCATED 8 MILES EAST SOUTHEAST OF MONARCH,
 SS1534'16 MILES SOUTHWEST OF GEYSER, 3-1/4 MILES WEST OF THE ANDERSON
 SS1534'PEAK LOOKOUT TOWER, AND 2 MILES SOUTH OF THE SUMMIT OF BARKER
 SS1534'MOUNTAIN, ON THE SOUTHEAST END OF A RIDGE RUNNING DOWN FROM
 SS1534'BARKER MOUNTAIN.  THE POINT OF THE RIDGE HAS QUITE HEAVY PINE
 SS1534'TIMBER ON IT AND THE SOUTH SLOPE IS PARTLY BARE AND SPARSELY
 SS1534'TIMBERED.
 SS1534'
 SS1534'TO REACH FROM THE SCHOOLHOUSE AT MONARCH, GO SOUTH ON U.S.
 SS1534'HIGHWAY 89 FOR 0.1 MILE TO A SIDE ROAD LEFT AT A SIGN HUGHESVILLE.
 SS1534'TURN LEFT AND FOLLOW GRAVELLED ROAD EASTERLY FOR 10.0 MILES
 SS1534'TO A T-ROAD RIGHT, AND THE END OF TRUCK TRAVEL.  PACK NORTHEAST
 SS1534'DOWN INTO THE CREEK BOTTOM FOR 50 YARDS TO AN OLD FOOTBRIDGE
 SS1534'ABOUT 50 YARDS NORTHWEST OF AN OLD LOG CABIN.  CROSS THE BRIDGE
 SS1534'AND GO LEFT ABOUT 30 YARDS.  LEAVE THE CREEK BOTTOM AND GO
 SS1534'NORTHERLY UP THE NARROW, TIMBERED RAVINE FOR ABOUT 300 YARDS
 SS1534'TO A POWER LINE.  CONTINUE NORTHERLY UP THE TIMBERED SLOPE,
 SS1534'KEEPING TO THE LEFT OF THE ROCK POINT AHEAD, FOR ABOUT 3/4
 SS1534'MILE TO A TIMBERED POINT OF THE RIDGE AND THE STATION.  IT IS
 SS1534'A 1-1/2 HOUR PACK TO THE STATION.
 SS1534'
 SS1534'THE STATION MARK IS A STANDARD DISK, STAMPED BARK 1961, CEMENTED
 SS1534'IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND FLUSH WITH THE
 SS1534'GROUND SURFACE.  IT IS 7.5 FEET SOUTH OF A TRIANGLE BLAZE
 SS1534'ON A 10-INCH PINE TREE, AND ABOUT 100 YARDS SOUTHEAST OF THE
 SS1534'HIGHEST POINT.
 SS1534'
 SS1534'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARK NO 1 1961,
 SS1534'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND FLUSH
 SS1534'WITH THE GROUND SURFACE.  IT IS 24 FEET SOUTHEAST OF A TRIANGLE
 SS1534'BLAZE ON A 10-INCH PINE TREE, AND 3 FEET LOWER THAN THE STATION
 SS1534'MARK.
 SS1534'
 SS1534'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BARK NO 2 1961,
 SS1534'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND FLUSH WITH
 SS1534'THE GROUND SURFACE.  IT IS 21.5 FEET WEST OF A TRIANGLE BLAZE
 SS1534'ON A 10-INCH PINE TREE, AND 1 FOOT LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1536 ***********************************************************************
 SS1536  DESIGNATION -  BARKER
 SS1536  PID         -  SS1536
 SS1536  STATE/COUNTY-  MT/CASCADE
 SS1536  USGS QUAD   -  BARKER (1995)
 SS1536
 SS1536                         *CURRENT SURVEY CONTROL
 SS1536  ___________________________________________________________________
 SS1536* NAD 83(1992)-  47 05 21.36382(N)    110 40 20.23493(W)     ADJUSTED  
 SS1536* NAVD 88     -      2533.7    (meters)    8313.     (feet)  VERTCON   
 SS1536  ___________________________________________________________________
 SS1536  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 SS1536  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 SS1536
 SS1536  HORZ ORDER  -  THIRD
 SS1536
 SS1536.The horizontal coordinates were established by classical geodetic methods
 SS1536.and adjusted by the National Geodetic Survey in July 1992..
 SS1536
 SS1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1536
 SS1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1536
 SS1536.The geoid height was determined by GEOID03.
 SS1536
 SS1536;                    North         East     Units Scale Factor Converg.
 SS1536;SPC MT       -   316,161.118   511,046.417   MT  0.99939353   -0 51 27.1
 SS1536;SPC MT       - 1,037,274.01  1,676,661.47   iFT  0.99939353   -0 51 27.1
 SS1536;UTM  12      - 5,215,136.285   524,872.997   MT  0.99960760   +0 14 24.1
 SS1536
 SS1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1536!SPC MT       -   0.99960487  x   0.99939353  =   0.99899864
 SS1536!UTM  12      -   0.99960487  x   0.99960760  =   0.99921262
 SS1536
 SS1536:                Primary Azimuth Mark                     Grid Az
 SS1536:SPC MT       -  ANDERSON PK LOOKOUT TOWER                117 26 37.3
 SS1536:UTM  12      -  ANDERSON PK LOOKOUT TOWER                116 20 46.1
 SS1536
 SS1536|---------------------------------------------------------------------|
 SS1536| PID    Reference Object                     Distance      Geod. Az  |
 SS1536|                                                           dddmmss.s |
 SS1536| SS1530 ANDERSON PK LOOKOUT TOWER           APPROX. 5.8 KM 1163510.2 |
 SS1536|---------------------------------------------------------------------|
 SS1536
 SS1536                          SUPERSEDED SURVEY CONTROL
 SS1536
 SS1536  NAD 83(1986)-  47 05 21.36064(N)    110 40 20.21825(W) AD(       ) 3
 SS1536  NAD 27      -  47 05 21.50076(N)    110 40 17.45158(W) AD(       ) 3
 SS1536  NGVD 29 (07/19/86) 2532.6    (m)         8309.     (f) VERT ANG       
 SS1536
 SS1536.Superseded values are not recommended for survey control.
 SS1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1536.See file dsdata.txt to determine how the superseded data were derived.
 SS1536
 SS1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2487315136(NAD 83)
 SS1536_MARKER: DD = SURVEY DISK
 SS1536_SETTING: 0 = UNSPECIFIED SETTING
 SS1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1536
 SS1536  HISTORY     - Date     Condition        Report By
 SS1536  HISTORY     - 1960     MONUMENTED       USGS
 SS1536
 SS1536                          STATION DESCRIPTION
 SS1536
 SS1536'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SS1536'LOCATED ON THE HIGHEST POINT OF BARKER MOUNTAIN ABOUT 7.8 MI.
 SS1536'(AIRLINE) FROM MONARCH.
 SS1536'
 SS1536'TO REACH FROM SCHOOL AT MONARCH, GO S. ON U.S. HIGHWAY 89 FOR 0.1 MI.
 SS1536'TO T-RD. E. TO BARKER, TURN LEFT ON BARKER RD. AND GO 12.2 MI. TO
 SS1536'Y-RD. (FROM THIS POINT A FOUR WHEEL DRIVE VEHICLE IS NEEDED), TAKE
 SS1536'LEFT FORK AND STAY ON UPHILL RD. AND TRAIL FOR 2.7 MI. AND END OF
 SS1536'TRAVEL BY VEHICLE, PACK SW. (ABOUT ONE HOUR) TO HIGHEST POINT OF
 SS1536'MOUNTAIN AND SITE OF STATION.
 SS1536'
 SS1536'STATION MARK--STANDARD TABLET STAMPED ---BARKER 1960--- SET IN
 SS1536'CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0834 ***********************************************************************
 SS0834  DESIGNATION -  BARN
 SS0834  PID         -  SS0834
 SS0834  STATE/COUNTY-  MT/CASCADE
 SS0834  USGS QUAD   -  MAHONEY HILL (1965)
 SS0834
 SS0834                         *CURRENT SURVEY CONTROL
 SS0834  ___________________________________________________________________
 SS0834* NAD 83(1992)-  47 18 21.49018(N)    111 00 26.03933(W)     ADJUSTED  
 SS0834* NAVD 88     -      1354.149  (meters)    4442.74   (feet)  ADJUSTED  
 SS0834  ___________________________________________________________________
 SS0834  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 SS0834  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 SS0834  DYNAMIC HT  -        1353.980 (meters)    4442.18  (feet)  COMP
 SS0834  MODELED GRAV-     980,439.8   (mgal)                       NAVD 88
 SS0834
 SS0834  HORZ ORDER  -  THIRD
 SS0834  VERT ORDER  -  SECOND    CLASS 0
 SS0834
 SS0834.The horizontal coordinates were established by classical geodetic methods
 SS0834.and adjusted by the National Geodetic Survey in July 1992..
 SS0834
 SS0834.The orthometric height was determined by differential leveling
 SS0834.and adjusted by the National Geodetic Survey in June 1991..
 SS0834
 SS0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0834
 SS0834.The geoid height was determined by GEOID03.
 SS0834
 SS0834.The dynamic height is computed by dividing the NAVD 88
 SS0834.geopotential number by the normal gravity value computed on the
 SS0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0834.degrees latitude (g = 980.6199 gals.).
 SS0834
 SS0834.The modeled gravity was interpolated from observed gravity values.
 SS0834
 SS0834;                    North         East     Units Scale Factor Converg.
 SS0834;SPC MT       -   340,668.651   486,096.704   MT  0.99940572   -1 06 09.2
 SS0834;SPC MT       - 1,117,679.30  1,594,805.46   iFT  0.99940572   -1 06 09.2
 SS0834;UTM  12      - 5,239,166.328   499,453.243   MT  0.99960000   -0 00 19.1
 SS0834
 SS0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0834!SPC MT       -   0.99978986  x   0.99940572  =   0.99919570
 SS0834!UTM  12      -   0.99978986  x   0.99960000  =   0.99938994
 SS0834
 SS0834:                Primary Azimuth Mark                     Grid Az
 SS0834:SPC MT       -  RICEVILLE                                169 58 44.1
 SS0834:UTM  12      -  RICEVILLE                                168 52 54.0
 SS0834
 SS0834|---------------------------------------------------------------------|
 SS0834| PID    Reference Object                     Distance      Geod. Az  |
 SS0834|                                                           dddmmss.s |
 SS0834| SS1546 RICEVILLE                           APPROX.12.0 KM 1685234.9 |
 SS0834|---------------------------------------------------------------------|
 SS0834
 SS0834                          SUPERSEDED SURVEY CONTROL
 SS0834
 SS0834  NAD 83(1986)-  47 18 21.48827(N)    111 00 26.02214(W) AD(       ) 3
 SS0834  NAD 27      -  47 18 21.64846(N)    111 00 23.25828(W) AD(       ) 3
 SS0834  NGVD 29 (??/??/92) 1353.193  (m)         4439.60   (f) ADJ UNCH    2 0
 SS0834
 SS0834.Superseded values are not recommended for survey control.
 SS0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0834.See file dsdata.txt to determine how the superseded data were derived.
 SS0834
 SS0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9945339166(NAD 83)
 SS0834_MARKER: DD = SURVEY DISK
 SS0834_SETTING: 66 = SET IN ROCK OUTCROP
 SS0834_SP_SET: ROCK
 SS0834_STAMPING: BARN 4440 1955
 SS0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0834+STABILITY: POSITION/ELEVATION WELL
 SS0834
 SS0834  HISTORY     - Date     Condition        Report By
 SS0834  HISTORY     - 1955     MONUMENTED       USGS
 SS0834  HISTORY     - 1961     GOOD             NGS
 SS0834
 SS0834                          STATION DESCRIPTION
 SS0834
 SS0834'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 SS0834'STATION LOCATED APPROXIMATELY 6 MI. (AIRLINE) SW. OF BELT AND
 SS0834'APPROXIMATELY 20 MI. (AIRLINE) SE. OF GREAT FALLS.
 SS0834'
 SS0834'TO REACH STATION FROM BELT POST OFFICE, GO W. ON U.S. HIGHWAY 89 AND
 SS0834'87 1.1 MI. TO NEW HIGHWAY.  CROSS HIGHWAY AND GO SW. ON GRAVEL RD.
 SS0834'0.4 MI. TO Y-FORK, THENCE LEFT (S.) 5.7 MI. TO T-RD. W., THENCE W. ON
 SS0834'T-RD. 0.9 MI. TO STATION SITE.  THE TABLET IS SET IN ROCK OUTCROP
 SS0834'28 FT. N. OF THE RD.
 SS0834'
 SS0834'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---BARN 1955
 SS0834'4440--- CEMENTED IN A ROCK OUTCROP.
 SS0834'
 SS0834'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BARN 1955
 SS0834'NO. 1--- CEMENTED IN A BURIED BOULDER 80.68 FT. FROM STATION MARK,
 SS0834'N 30 DEG 53 MIN E.
 SS0834'
 SS0834'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN THE BASE OF A
 SS0834'TELEPHONE POLE 13.90 FT. FROM STATION MARK, S 48 DEG 59 MIN E.
 SS0834
 SS0834                          STATION RECOVERY (1961)
 SS0834
 SS0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SS0834'7.95 MI SW FROM BELT.
 SS0834'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0834'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0834'0.95 MILES WEST ALONG A COUNTY ROAD, AT THE TOP OF A SMALL SUMMIT, IN
 SS0834'THE TOP OF A 4 BY 6 FOOT FLAT SANDSTONE ROCK, 31 FEET NORTH OF THE
 SS0834'CENTER LINE OF THE ROAD, 34 FEET SOUTHWEST OF THE CENTER OF A WIRE
 SS0834'GATE, 14 FEET SOUTHEAST OF A TELEPHONE POLE, 12 FEET SOUTH OF A FENCE,
 SS0834'ABOUT 2 FEET LOWER THAN THE ROAD, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0073 ***********************************************************************
 TJ0073  DESIGNATION -  BARRACK
 TJ0073  PID         -  TJ0073
 TJ0073  STATE/COUNTY-  MT/VALLEY
 TJ0073  USGS QUAD   -  FORT PECK (1972)
 TJ0073
 TJ0073                         *CURRENT SURVEY CONTROL
 TJ0073  ___________________________________________________________________
 TJ0073* NAD 83(1986)-  48 00 33.     (N)    106 28 19.     (W)     SCALED    
 TJ0073* NAVD 88     -       685.239  (meters)    2248.16   (feet)  ADJUSTED  
 TJ0073  ___________________________________________________________________
 TJ0073  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TJ0073  DYNAMIC HT  -         685.297 (meters)    2248.35  (feet)  COMP
 TJ0073  MODELED GRAV-     980,673.5   (mgal)                       NAVD 88
 TJ0073
 TJ0073  VERT ORDER  -  FIRST     CLASS II
 TJ0073
 TJ0073.The horizontal coordinates were scaled from a topographic map and have
 TJ0073.an estimated accuracy of +/- 6 seconds.
 TJ0073
 TJ0073.The orthometric height was determined by differential leveling
 TJ0073.and adjusted by the National Geodetic Survey in June 1991..
 TJ0073
 TJ0073.The geoid height was determined by GEOID03.
 TJ0073
 TJ0073.The dynamic height is computed by dividing the NAVD 88
 TJ0073.geopotential number by the normal gravity value computed on the
 TJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0073.degrees latitude (g = 980.6199 gals.).
 TJ0073
 TJ0073.The modeled gravity was interpolated from observed gravity values.
 TJ0073
 TJ0073;                    North         East    Units  Estimated Accuracy
 TJ0073;SPC MT       -   422,080.      825,770.      MT  (+/- 180 meters Scaled)
 TJ0073
 TJ0073                          SUPERSEDED SURVEY CONTROL
 TJ0073
 TJ0073  NGVD 29 (??/??/92)  684.610  (m)         2246.09   (f) ADJ UNCH    1 2
 TJ0073
 TJ0073.Superseded values are not recommended for survey control.
 TJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0073.See file dsdata.txt to determine how the superseded data were derived.
 TJ0073
 TJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP902183(NAD 83)
 TJ0073_MARKER: DD = SURVEY DISK
 TJ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0073_STAMPING: BARRACK
 TJ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0073+STABILITY: SURFACE MOTION
 TJ0073
 TJ0073  HISTORY     - Date     Condition        Report By
 TJ0073  HISTORY     - UNK      MONUMENTED       DOD
 TJ0073  HISTORY     - 1948     GOOD             NGS
 TJ0073
 TJ0073                          STATION DESCRIPTION
 TJ0073
 TJ0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0073'1.45 MI NW FROM FORT PECK.
 TJ0073'1.15 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0073'PECK, THENCE 0.3 MILE NORTH ALONG A TRAIL AND THROUGH A FIELD TO THE
 TJ0073'TOP OF A RISE, 182 YARDS (PACED) WEST OF A NORTH-SOUTH ROW OF POWER
 TJ0073'POLES, 156.0 FEET SOUTH OF AN EAST-WEST PIPELINE, ON THE HIGHEST POINT
 TJ0073'OF THE RISE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 TJ0073'GROUND, AND SURROUNDED BY A SMALL FENCE CONSTRUCTED OF 2-INCH LUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0918 ***********************************************************************
 TN0918  DESIGNATION -  BARREN PEAK LOOKOUT TOWER
 TN0918  PID         -  TN0918
 TN0918  STATE/COUNTY-  MT/LINCOLN
 TN0918  USGS QUAD   -  BARREN PEAK (1983)
 TN0918
 TN0918                         *CURRENT SURVEY CONTROL
 TN0918  ___________________________________________________________________
 TN0918* NAD 83(1992)-  48 01 31.41455(N)    115 24 50.65429(W)     ADJUSTED  
 TN0918* NAVD 88     -                                                        
 TN0918  ___________________________________________________________________
 TN0918  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 TN0918  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TN0918
 TN0918  HORZ ORDER  -  THIRD
 TN0918
 TN0918.The horizontal coordinates were established by classical geodetic methods
 TN0918.and adjusted by the National Geodetic Survey in July 1992..
 TN0918
 TN0918
 TN0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0918
 TN0918.The geoid height was determined by GEOID03.
 TN0918
 TN0918;                    North         East     Units Scale Factor Converg.
 TN0918;SPC MT       -   436,156.354   159,494.666   MT  0.99954930   -4 19 34.2
 TN0918;SPC MT       - 1,430,959.17    523,276.46   iFT  0.99954930   -4 19 34.2
 TN0918;UTM  11      - 5,320,339.319   618,243.559   MT  0.99977180   +1 10 45.1
 TN0918
 TN0918                          SUPERSEDED SURVEY CONTROL
 TN0918
 TN0918  NAD 83(1986)-  48 01 31.42097(N)    115 24 50.66103(W) AD(       ) 4
 TN0918  NAD 27      -  48 01 31.62529(N)    115 24 47.01299(W) AD(       ) 3
 TN0918
 TN0918.Superseded values are not recommended for survey control.
 TN0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0918.See file dsdata.txt to determine how the superseded data were derived.
 TN0918
 TN0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1824420339(NAD 83)
 TN0918
 TN0918  HISTORY     - Date     Condition        Report By
 TN0918  HISTORY     - 1960     MONUMENTED       CGS
 TN0918
 TN0918                          STATION DESCRIPTION
 TN0918
 TN0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0918'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  IT IS
 TN0918'LOCATED IN THE KOOTENAI NATIONAL FOREST, ABOUT 7 MILES NORTH
 TN0918'OF THE SOUTH BOUNDARY OF THE FOREST, 25-1/2 MILES SOUTH-SOUTHEAST
 TN0918'OF LIBBY, 5 MILES SOUTH-SOUTHWEST OF THE CONFLUENCE OF FISHER
 TN0918'RIVER AND SWAMP CREEK AND 2 MILES SOUTHEAST OF FISHER RIVER.
 TN0918'
 TN0918'THE LOOKOUT IS CONSTRUCTED OF WOOD, AND IS APPROXIMATELY 14 X
 TN0918'14 FEET SQUARE.  IT IS SUPPORTED BY 4 POLE LEGS AND THE HEIGHT,
 TN0918'OVERALL, IS ABOUT 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0587 ***********************************************************************
 QY0587  DESIGNATION -  BARRETT
 QY0587  PID         -  QY0587
 QY0587  STATE/COUNTY-  MT/BEAVERHEAD
 QY0587  USGS QUAD   -  BACHELOR MOUNTAIN (1988)
 QY0587
 QY0587                         *CURRENT SURVEY CONTROL
 QY0587  ___________________________________________________________________
 QY0587* NAD 83(1992)-  45 00 59.44196(N)    113 13 36.91620(W)     ADJUSTED  
 QY0587* NAVD 88     -      2003.8    (meters)    6574.     (feet)  VERTCON   
 QY0587  ___________________________________________________________________
 QY0587  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 QY0587  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 QY0587
 QY0587  HORZ ORDER  -  THIRD
 QY0587
 QY0587.The horizontal coordinates were established by classical geodetic methods
 QY0587.and adjusted by the National Geodetic Survey in July 1992..
 QY0587
 QY0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0587
 QY0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0587
 QY0587.The geoid height was determined by GEOID03.
 QY0587
 QY0587;                    North         East     Units Scale Factor Converg.
 QY0587;SPC MT       -    92,187.103   306,342.212   MT  0.99999013   -2 43 34.5
 QY0587;SPC MT       -   302,451.13  1,005,059.75   iFT  0.99999013   -2 43 34.5
 QY0587;UTM  12      - 4,987,197.114   324,534.928   MT  0.99997859   -1 34 31.9
 QY0587
 QY0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0587!SPC MT       -   0.99968777  x   0.99999013  =   0.99967790
 QY0587!UTM  12      -   0.99968777  x   0.99997859  =   0.99966637
 QY0587
 QY0587:                Primary Azimuth Mark                     Grid Az
 QY0587:SPC MT       -  E 45                                     097 20 50.2
 QY0587:UTM  12      -  E 45                                     096 11 47.6
 QY0587
 QY0587|---------------------------------------------------------------------|
 QY0587| PID    Reference Object                     Distance      Geod. Az  |
 QY0587|                                                           dddmmss.s |
 QY0587| QY0283 E 45                                APPROX.12.8 KM 0943715.7 |
 QY0587|---------------------------------------------------------------------|
 QY0587
 QY0587                          SUPERSEDED SURVEY CONTROL
 QY0587
 QY0587  NAD 83(1986)-  45 00 59.44035(N)    113 13 36.91707(W) AD(       ) 3
 QY0587  NAD 27      -  45 00 59.71759(N)    113 13 33.73371(W) AD(       ) 3
 QY0587  NGVD 29 (07/19/86) 2002.5    (m)         6570.     (f) VERT ANG       
 QY0587
 QY0587.Superseded values are not recommended for survey control.
 QY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0587.See file dsdata.txt to determine how the superseded data were derived.
 QY0587
 QY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ2453587197(NAD 83)
 QY0587_MARKER: DD = SURVEY DISK
 QY0587_SETTING: 66 = SET IN ROCK OUTCROP
 QY0587_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QY0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0587+STABILITY: POSITION/ELEVATION WELL
 QY0587
 QY0587  HISTORY     - Date     Condition        Report By
 QY0587  HISTORY     - 1958     MONUMENTED       USGS
 QY0587
 QY0587                          STATION DESCRIPTION
 QY0587
 QY0587'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QY0587'STATION IS LOCATED ABOUT 0.5 MI. N. AND 8.0 MI. W. OF GRANT, MONTANA,
 QY0587'ON APPROXIMATELY THE HIGHEST POINT OF A PYRAMIDAL, REDDISH PEAK AT
 QY0587'THE S. EDGE OF THE TOP WHICH IS ABOUT 25 FT. N-S., CLOSE TO THE SW.
 QY0587'CORNER OF SEC. 29, T 9 S, R 14 W.
 QY0587'
 QY0587'TO REACH FROM THE SCHOOL HOUSE AT GRANT, DRIVE 7.6 MI. W. ALONG THE
 QY0587'ARMSTEAD-SALMON RD. TO A T-RD. JUNCTION, TURN RIGHT (N.) ON THE
 QY0587'--BLOODY DICK-- RD. AND DRIVE 1.8 MI. TO A T-RD. RIGHT, TURN RIGHT
 QY0587'(N.) ON THE COYOTE CREEK RD. THRU GATE FOR 0.1 MI. TO TRACK RD.
 QY0587'JUNCTION RIGHT, TURN RIGHT DRIVING 0.4 MI. ON TRACK RD., TURN RIGHT
 QY0587'OFF OF TRACK RD. AND DRIVE 0.4 MI. TO SADDLE, LEAVE TRUCK HERE AND
 QY0587'PACK TO TOP OF CONICAL PEAK, ABOUT 10 MINUTES.
 QY0587'
 QY0587'STATION MARK--STANDARD TABLET CEMENTED IN A ROCK DRILL HOLE AND
 QY0587'STAMPED ---BARRETT 1958---.
 QY0587'
 QY0587'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0614 ***********************************************************************
 RU0614  DESIGNATION -  BASCOM
 RU0614  PID         -  RU0614
 RU0614  STATE/COUNTY-  MT/ROSEBUD
 RU0614  USGS QUAD   -  GREBE RANCH (1980)
 RU0614
 RU0614                         *CURRENT SURVEY CONTROL
 RU0614  ___________________________________________________________________
 RU0614* NAD 83(1992)-  46 43 41.41874(N)    107 43 09.65620(W)     ADJUSTED  
 RU0614* NAVD 88     -       957.1    (meters)    3140.     (feet)  VERTCON   
 RU0614  ___________________________________________________________________
 RU0614  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 RU0614  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 RU0614
 RU0614  HORZ ORDER  -  FIRST
 RU0614
 RU0614.The horizontal coordinates were established by classical geodetic methods
 RU0614.and adjusted by the National Geodetic Survey in July 1992..
 RU0614
 RU0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0614
 RU0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0614
 RU0614.The geoid height was determined by GEOID03.
 RU0614
 RU0614;                    North         East     Units Scale Factor Converg.
 RU0614;SPC MT       -   276,923.210   736,021.797   MT  0.99940489   +1 18 09.2
 RU0614;SPC MT       -   908,540.72  2,414,769.68   iFT  0.99940489   +1 18 09.2
 RU0614;UTM  13      - 5,178,549.053   292,218.362   MT  1.00013068   -1 58 50.5
 RU0614
 RU0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0614!SPC MT       -   0.99985224  x   0.99940489  =   0.99925722
 RU0614!UTM  13      -   0.99985224  x   1.00013068  =   0.99998290
 RU0614
 RU0614:                Primary Azimuth Mark                     Grid Az
 RU0614:SPC MT       -  RATTLESNAKE                              088 37 18.3
 RU0614:UTM  13      -  RATTLESNAKE                              091 54 18.0
 RU0614
 RU0614|---------------------------------------------------------------------|
 RU0614| PID    Reference Object                     Distance      Geod. Az  |
 RU0614|                                                           dddmmss.s |
 RU0614| RU0613 RATTLESNAKE                         APPROX. 7.1 KM 0895527.5 |
 RU0614| CQ5001 BASCOM RM 1                          14.670 METERS 09206     |
 RU0614| CQ5002 BASCOM RM 2                          11.390 METERS 18005     |
 RU0614|---------------------------------------------------------------------|
 RU0614
 RU0614                          SUPERSEDED SURVEY CONTROL
 RU0614
 RU0614  NAD 83(1986)-  46 43 41.41461(N)    107 43 09.63093(W) AD(       ) 1
 RU0614  NAD 27      -  46 43 41.46700(N)    107 43 07.26600(W) AD(       ) 1
 RU0614  NGVD 29 (07/19/86)  956.4    (m)         3138.     (f) VERT ANG       
 RU0614
 RU0614.Superseded values are not recommended for survey control.
 RU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0614.See file dsdata.txt to determine how the superseded data were derived.
 RU0614
 RU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM9221878549(NAD 83)
 RU0614_MARKER: DS = TRIANGULATION STATION DISK
 RU0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0614
 RU0614  HISTORY     - Date     Condition        Report By
 RU0614  HISTORY     - 1934     MONUMENTED       CGS
 RU0614  HISTORY     - 1963     GOOD             CGS
 RU0614  HISTORY     - 1988     GOOD             USAF
 RU0614
 RU0614                          STATION DESCRIPTION
 RU0614
 RU0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0614'STATION IS LOCATED ON A LOW RIDGE ABOUT 5 MILES EAST OF THE
 RU0614'MUSSELSHELL RIVER AND ABOUT 7 MILES, AIRLINE, NORTH BY EAST
 RU0614'OF THE SMALL TOWN OF BASCOM.
 RU0614'
 RU0614'TO REACH FROM THE RAILROAD DEPOT IN BASCOM GO EAST TOWARDS SUMATRA
 RU0614'FOR 0.1 MILE, TURN LEFT (NORTH) GO 0.2 MILE CROSSING THE
 RU0614'RAILROAD TRACK, CONTINUE STRAIGHT AHEAD WHERE THE HIGHWAY
 RU0614'TURNS RIGHT AND GO 6.4 MILES NORTH AND EAST ON THE MAIN-TRAVELED
 RU0614'ROAD, TAKE RIGHT FORK, GO 1.1 MILES, TURN RIGHT GO 0.3 MILE
 RU0614'TO STATION WHICH IS ON THE RIGHT SIDE OF THE ROAD, 15 FEET
 RU0614'FROM THE CENTER.
 RU0614'
 RU0614'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RU0614'DISKS SET IN CONCRETE.
 RU0614
 RU0614                          STATION RECOVERY (1963)
 RU0614
 RU0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 RU0614'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 RU0614'LOCATED ABOUT 9 MILES N AND ABOUT 7 MILES E OF MELSTONE AND ABOUT
 RU0614'6 MILES N OF US HIGHWAY 12.  THERE IS A HIGHER E-W RIDGE ABOUT 1/4
 RU0614'MILE N OF THE STATION.  IT IS NEAR THE NE CORNER OF SEC. 8, T 11
 RU0614'N, R 32 E.  PROPERTY OWNER WAS NOT LEARNED.  IT IS NEAR THE N EDGE
 RU0614'OF AN OIL FIELD.
 RU0614'
 RU0614'TO REACH FROM DEPOT IN MELSTONE, GO E ON US HIGHWAY 12 FOR 11.0
 RU0614'MILES TO A SIDE ROAD LEFT, N AND SIGN THE TEXACO COMPANY NORTHWEST
 RU0614'SUMATRA FIELD 5 MI., TURN LEFT AND FOLLOW THE MAIN ROAD N FOR 5.2
 RU0614'MILES TO ROAD FORK OR SIDE ROAD LEFT, W, TURN LEFT AND GO W ON THE
 RU0614'MAIN TARVELED ROAD FOR 2.0 MILES, KEEP RIGHT, AHEAD, W ON MAIN
 RU0614'TRAVELED ROAD FOR 0.65 MILE TO A FORK, KEEP RIGHT FORK AND GO N
 RU0614'ALONG TOP OF LOW RIDGE FOR 0.7 MILE TO WHERE ROAD BEARS LEFT,
 RU0614'W, KEEP RIGHT AND GO NW ON FIRE-BREAK FOR 0.4 MILE TO A FORK,
 RU0614'KEEP LEFT AND GO NW AND W FOR 0.1 MILE TO THE STATION ON THE LEFT,
 RU0614'S SIDE OF THE FIRE-BREAK.  THE STATION MARK IS 34.8 FEET S OF THE
 RU0614'E-W FENCE LINE.
 RU0614'
 RU0614'ALL STATIONS V-G FROM THE GROUND.
 RU0614
 RU0614                          STATION RECOVERY (1988)
 RU0614
 RU0614'RECOVERY NOTE BY US AIR FORCE 1988 (ESL)
 RU0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0580 ***********************************************************************
 QW0580  DESIGNATION -  BASIN
 QW0580  PID         -  QW0580
 QW0580  STATE/COUNTY-  MT/STILLWATER
 QW0580  USGS QUAD   -  WHEAT BASIN (1956)
 QW0580
 QW0580                         *CURRENT SURVEY CONTROL
 QW0580  ___________________________________________________________________
 QW0580* NAD 83(1992)-  45 54 17.68216(N)    109 04 50.35149(W)     ADJUSTED  
 QW0580* NAVD 88     -      1248.5    (meters)    4096.     (feet)  VERTCON   
 QW0580  ___________________________________________________________________
 QW0580  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 QW0580  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 QW0580
 QW0580  HORZ ORDER  -  THIRD
 QW0580
 QW0580.The horizontal coordinates were established by classical geodetic methods
 QW0580.and adjusted by the National Geodetic Survey in July 1992..
 QW0580
 QW0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0580
 QW0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0580
 QW0580.The geoid height was determined by GEOID03.
 QW0580
 QW0580;                    North         East     Units Scale Factor Converg.
 QW0580;SPC MT       -   184,000.628   632,525.686   MT  0.99957758   +0 18 24.3
 QW0580;SPC MT       -   603,676.60  2,075,215.51   iFT  0.99957758   +0 18 24.3
 QW0580;UTM  12      - 5,085,273.778   648,873.003   MT  0.99987247   +1 22 43.3
 QW0580
 QW0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0580!SPC MT       -   0.99980628  x   0.99957758  =   0.99938394
 QW0580!UTM  12      -   0.99980628  x   0.99987247  =   0.99967877
 QW0580
 QW0580:                Primary Azimuth Mark                     Grid Az
 QW0580:SPC MT       -  OIL                                      154 12 54.3
 QW0580:UTM  12      -  OIL                                      153 08 35.3
 QW0580
 QW0580|---------------------------------------------------------------------|
 QW0580| PID    Reference Object                     Distance      Geod. Az  |
 QW0580|                                                           dddmmss.s |
 QW0580| QW0581 OIL                                 APPROX.11.4 KM 1543118.6 |
 QW0580|---------------------------------------------------------------------|
 QW0580
 QW0580                          SUPERSEDED SURVEY CONTROL
 QW0580
 QW0580  NAD 83(1986)-  45 54 17.67654(N)    109 04 50.32634(W) AD(       ) 3
 QW0580  NAD 27      -  45 54 17.86465(N)    109 04 47.74777(W) AD(       ) 3
 QW0580  NGVD 29 (07/19/86) 1247.6    (m)         4093.     (f) VERT ANG       
 QW0580
 QW0580.Superseded values are not recommended for survey control.
 QW0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0580.See file dsdata.txt to determine how the superseded data were derived.
 QW0580
 QW0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR4887385274(NAD 83)
 QW0580_MARKER: DD = SURVEY DISK
 QW0580_SETTING: 0 = UNSPECIFIED SETTING
 QW0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0580
 QW0580  HISTORY     - Date     Condition        Report By
 QW0580  HISTORY     - 1952     MONUMENTED       USGS
 QW0580
 QW0580                          STATION DESCRIPTION
 QW0580
 QW0580'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0580'STATION IS LOCATED ON THE W. END OF THE HIGHEST HILL IN SEC.23,T.2 N.,
 QW0580'R.21 E., BY AIRLINE STATION IS 1.5 MI. SW. OF WHEAT BASIN, MONTANA,
 QW0580'AND 2.7 MI. N. AND 7.0 MI. W. OF MOLT, MONTANA.
 QW0580'
 QW0580'TO REACH FROM POST OFFICE AT RAPELJE, MONTANA, GO N. 0.15 MI. ACROSS
 QW0580'RAILROAD TRACKS TO CROSSROAD.  TURN RIGHT E. 4.25 MI. TO CROSSROAD.
 QW0580'CONTINUE E. 5.2 MI. TO CROSSROAD.  TURN RIGHT S. 4.4 MI. ALONG MAIN
 QW0580'TRAVELED RD. TO CROSSROAD.  TURN RIGHT W. 0.75 MI. TO BRIDGE.
 QW0580'CONTINUE ON MAIN TRAVELED RD. 1.2 MI. TURN RIGHT N.,0.25 MI. ACROSS
 QW0580'FIELD TO TOP OF HILL AND TO STATION.
 QW0580'
 QW0580'STATION MARK - STANDARD USGS BRONZE TABLET SET IN CONCRETE PROJECTING
 QW0580'6 IN. FROM GROUND, STAMPED VA BM ---4098---.
 QW0580'
 QW0580'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0603 ***********************************************************************
 QW0603  DESIGNATION -  BASIN
 QW0603  PID         -  QW0603
 QW0603  STATE/COUNTY-  MT/CARBON
 QW0603  USGS QUAD   -  BARE MOUNTAIN (1996)
 QW0603
 QW0603                         *CURRENT SURVEY CONTROL
 QW0603  ___________________________________________________________________
 QW0603* NAD 83(1993)-  45 07 45.53372(N)    109 26 38.21740(W)     ADJUSTED  
 QW0603* NAVD 88     -      3294.8    (meters)   10810.     (feet)  VERTCON   
 QW0603  ___________________________________________________________________
 QW0603  LAPLACE CORR-         -23.13  (seconds)                    DEFLEC99
 QW0603  GEOID HEIGHT-          -9.08  (meters)                     GEOID03
 QW0603
 QW0603  HORZ ORDER  -  THIRD
 QW0603
 QW0603.The horizontal coordinates were established by classical geodetic methods
 QW0603.and adjusted by the National Geodetic Survey in January 1997..
 QW0603
 QW0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0603
 QW0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0603
 QW0603.The geoid height was determined by GEOID03.
 QW0603
 QW0603;                    North         East     Units Scale Factor Converg.
 QW0603;SPC MT       -    97,736.573   604,409.138   MT  0.99992484   +0 02 27.6
 QW0603;SPC MT       -   320,658.05  1,982,969.61   iFT  0.99992484   +0 02 27.6
 QW0603;SPC WYWC     -   514,468.936   545,410.929   MT  0.99997413   -0 29 30.5
 QW0603;UTM  12      - 4,998,493.534   622,364.373   MT  0.99978411   +1 06 10.5
 QW0603
 QW0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0603!SPC MT       -   0.99948512  x   0.99992484  =   0.99941000
 QW0603!SPC WYWC     -   0.99948512  x   0.99997413  =   0.99945926
 QW0603!UTM  12      -   0.99948512  x   0.99978411  =   0.99926934
 QW0603
 QW0603:                Primary Azimuth Mark                     Grid Az
 QW0603:SPC MT       -  SILVER RUN                               263 22 01.7
 QW0603:SPC WYWC     -  SILVER RUN                               263 53 59.8
 QW0603:UTM  12      -  SILVER RUN                               262 18 18.8
 QW0603
 QW0603|---------------------------------------------------------------------|
 QW0603| PID    Reference Object                     Distance      Geod. Az  |
 QW0603|                                                           dddmmss.s |
 QW0603| QW0612 SILVER RUN                          APPROX. 8.0 KM 2632429.3 |
 QW0603|---------------------------------------------------------------------|
 QW0603
 QW0603                          SUPERSEDED SURVEY CONTROL
 QW0603
 QW0603  NAD 83(1992)-  45 07 45.53446(N)    109 26 38.19736(W) AD(       ) 3
 QW0603  NAD 83(1986)-  45 07 45.53430(N)    109 26 38.18619(W) AD(       ) 3
 QW0603  NAD 27      -  45 07 45.72027(N)    109 26 35.60816(W) AD(       ) 3
 QW0603  NGVD 29 (07/19/86) 3293.4    (m)        10805.     (f) VERT ANG       
 QW0603
 QW0603.Superseded values are not recommended for survey control.
 QW0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0603.See file dsdata.txt to determine how the superseded data were derived.
 QW0603
 QW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2236498494(NAD 83)
 QW0603_MARKER: DD = SURVEY DISK
 QW0603_SETTING: 80 = SET IN A BOULDER
 QW0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0603+STABILITY: SURFACE MOTION
 QW0603
 QW0603  HISTORY     - Date     Condition        Report By
 QW0603  HISTORY     - 1953     MONUMENTED       USGS
 QW0603
 QW0603                          STATION DESCRIPTION
 QW0603
 QW0603'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QW0603'LOCATED ABOUT 10.0 MI. (AIRLINE) SW. OF RED LODGE, MONTANA, ON THE
 QW0603'NORTH CENTRAL PART OF THE SILVER RUN PLATEAU.
 QW0603'
 QW0603'TO REACH FROM RED LODGE POST OFFICE, DRIVE SOUTHWARD ON U.S. HIGHWAY
 QW0603'12 FOR 1.3 MI. TO JUNCTION, RIGHT ON W. FORK RD. FOR 4.5 MI. TO FORK,
 QW0603'LEFT ACROSS ROCK CREEK AND UP SILVER RUN CREEK TO DRAIN CROSSING AND
 QW0603'END OF TRUCK TRAVEL.  PACK UP S. SIDE CREEK TO TRAIL FORK, RIGHT FORK
 QW0603'ALONG STOCK DRIVE UP DRAIN TO RIDGE, THEN SOUTHWARD TO TOP OF PLATEAU.
 QW0603'CONTINUE WESTWARD AROUND S. SLOPE OF TOP AND UP FROM THE W. TO STATION
 QW0603'SITE.  HORSES CAN BE TAKEN TO SITE.  A 3-1/2 HOUR HORSE PACK, CAMPING
 QW0603'SPOT ABOUT 1.0 MI. TO E. OF TOP.  TOP CAN ALSO BE REACHED BY TRAIL
 QW0603'FROM CAMP SENIA UP TIMBERLINE CREEK TO PLATEAU, OR FROM RICHEL LODGE
 QW0603'ON ROCK CREEK UP BEARTRACK TRAIL TO PLATEAU.
 QW0603'
 QW0603'STATION MARK--STANDARD TABLET, INSCRIBED ---10990---, CEMENTED IN
 QW0603'BOULDER.
 QW0603'
 QW0603'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0739 ***********************************************************************
 TN0739  DESIGNATION -  BASIN
 TN0739  PID         -  TN0739
 TN0739  STATE/COUNTY-  MT/SANDERS
 TN0739  USGS QUAD   -  SMEADS BENCH (1983)
 TN0739
 TN0739                         *CURRENT SURVEY CONTROL
 TN0739  ___________________________________________________________________
 TN0739* NAD 83(1992)-  48 05 07.53004(N)    115 47 06.86133(W)     ADJUSTED  
 TN0739* NAVD 88     -       727.5    (meters)    2387.     (feet)  VERTCON   
 TN0739  ___________________________________________________________________
 TN0739  X           -  -1,857,067.633 (meters)                     COMP
 TN0739  Y           -  -3,844,055.907 (meters)                     COMP
 TN0739  Z           -   4,723,756.062 (meters)                     COMP
 TN0739  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 TN0739  ELLIP HEIGHT-         711.23  (meters)          (07/28/92) GPS OBS
 TN0739  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0739
 TN0739  HORZ ORDER  -  FIRST
 TN0739  ELLP ORDER  -  FIFTH     CLASS I
 TN0739
 TN0739.The horizontal coordinates were established by GPS observations
 TN0739.and adjusted by the National Geodetic Survey in July 1992..
 TN0739
 TN0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0739
 TN0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0739
 TN0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0739
 TN0739.The ellipsoidal height was determined by GPS observations
 TN0739.and is referenced to NAD 83.
 TN0739
 TN0739.The geoid height was determined by GEOID03.
 TN0739
 TN0739;                    North         East     Units Scale Factor Converg.
 TN0739;SPC MT       -   444,959.815   132,440.870   MT  0.99956850   -4 35 51.6
 TN0739;SPC MT       - 1,459,841.91    434,517.29   iFT  0.99956850   -4 35 51.6
 TN0739;UTM  11      - 5,326,508.615   590,465.272   MT  0.99970056   +0 54 14.5
 TN0739
 TN0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0739!SPC MT       -   0.99988854  x   0.99956850  =   0.99945709
 TN0739!UTM  11      -   0.99988854  x   0.99970056  =   0.99958913
 TN0739
 TN0739                          SUPERSEDED SURVEY CONTROL
 TN0739
 TN0739  NAD 83(1986)-  48 05 07.54146(N)    115 47 06.86815(W) AD(       ) 1
 TN0739  NGVD 29 (11/20/87)  726.3    (m)         2383.     (f) GPS OBS        
 TN0739
 TN0739.Superseded values are not recommended for survey control.
 TN0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0739.See file dsdata.txt to determine how the superseded data were derived.
 TN0739
 TN0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP9046526509(NAD 83)
 TN0739_MARKER: DS = TRIANGULATION STATION DISK
 TN0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0739_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0739+STABILITY: SURFACE MOTION
 TN0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0739+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TN0739
 TN0739  HISTORY     - Date     Condition        Report By
 TN0739  HISTORY     - 1986     MONUMENTED       NGS
 TN0739
 TN0739                          STATION DESCRIPTION
 TN0739
 TN0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0739'THE STATION IS LOCATED ABOUT 40 KM (25 MI) SOUTH OF TROY, 8.0 KM
 TN0739'(5.0 MI) NORTH OF BULL RIVER JUNCTION AND ALONG THE EAST RIGHT OF
 TN0739'WAY OF STATE HIGHWAY 56
 TN0739'
 TN0739'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 200 AND 56 AT BULL
 TN0739'RIVER JUNCTION, GO NORTH ON STATE HIGHWAY 56 FOR 8.32 KM (5.2 MI)
 TN0739'TO THE STATION ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 56
 TN0739'FOR 0.56 KM (0.35 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 TN0739'
 TN0739'THE STATION MARK, STAMPED---BASIN 1986---, IS A STANDARD DISK SET
 TN0739'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TN0739'17.0 METERS (55.8 FT) SOUTH OF A TURNOUT, 6.6 METERS (21.6 FT) EAST
 TN0739'OF THE EAST EDGE OF THE HIGHWAY AND 0.7 METER (2.3 FT) WEST OF A
 TN0739'WITNESS POST.
 TN0739'
 TN0739'THE AZIMUTH MARK, STAMPED---BASIN 1986---, IS A STANDARD DISK SET
 TN0739'IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 12.2
 TN0739'METERS (40.0 FT) EAST OF THE CENTER OF THE HIGHWAY, 8.8 METERS
 TN0739'(28.9 FT) SOUTHWEST OF A FENCE CORNER, 1.0 METER (3.4 FT) NORTH OF
 TN0739'A WITNESS POST AND 1.3 METERS (4.3 FT) LOWER THAN THE HIGHWAY.
 TN0739'
 TN0739'THE STATION IS A GPS STATION AND NO REFERENCE MARKS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0740 ***********************************************************************
 TN0740  DESIGNATION -  BASIN AZ MK
 TN0740  PID         -  TN0740
 TN0740  STATE/COUNTY-  MT/SANDERS
 TN0740  USGS QUAD   -  SMEADS BENCH (1983)
 TN0740
 TN0740                         *CURRENT SURVEY CONTROL
 TN0740  ___________________________________________________________________
 TN0740* NAD 83(1992)-  48 05 22.76053(N)    115 46 51.80062(W)     ADJUSTED  
 TN0740* NAVD 88     -       737.9    (meters)    2421.     (feet)  VERTCON   
 TN0740  ___________________________________________________________________
 TN0740  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 TN0740  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0740
 TN0740  HORZ ORDER  -  SECOND
 TN0740
 TN0740.The horizontal coordinates were established by classical geodetic methods
 TN0740.and adjusted by the National Geodetic Survey in July 1992..
 TN0740.No horizontal observational check was made to the station.
 TN0740
 TN0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0740
 TN0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0740
 TN0740.The geoid height was determined by GEOID03.
 TN0740
 TN0740;                    North         East     Units Scale Factor Converg.
 TN0740;SPC MT       -   445,403.556   132,789.082   MT  0.99956989   -4 35 40.6
 TN0740;SPC MT       - 1,461,297.76    435,659.72   iFT  0.99956989   -4 35 40.6
 TN0740;UTM  11      - 5,326,983.760   590,769.376   MT  0.99970124   +0 54 25.9
 TN0740
 TN0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0740!SPC MT       -   0.99988691  x   0.99956989  =   0.99945685
 TN0740!UTM  11      -   0.99988691  x   0.99970124  =   0.99958818
 TN0740
 TN0740                          SUPERSEDED SURVEY CONTROL
 TN0740
 TN0740  NAD 83(1986)-  48 05 22.77225(N)    115 46 51.80808(W) AD(       ) 2
 TN0740  NGVD 29 (11/20/87)  736.7    (m)         2417.     (f) VERT ANG       
 TN0740
 TN0740.Superseded values are not recommended for survey control.
 TN0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0740.See file dsdata.txt to determine how the superseded data were derived.
 TN0740
 TN0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP9076926984(NAD 83)
 TN0740_MARKER: DZ = AZIMUTH MARK DISK
 TN0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0740_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0740+STABILITY: SURFACE MOTION
 TN0740
 TN0740  HISTORY     - Date     Condition        Report By
 TN0740  HISTORY     - 1986     MONUMENTED       NGS
 TN0740
 TN0740                          STATION DESCRIPTION
 TN0740
 TN0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0740'THE STATION IS LOCATED ABOUT 40 KM (25 MI) SOUTH OF TROY, 8.0 KM
 TN0740'(5.0 MI) NORTH OF BULL RIVER JUNCTION AND ALONG THE EAST RIGHT OF
 TN0740'WAY OF STATE HIGHWAY 56.
 TN0740'
 TN0740'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 200 AND 56 AT BULL RIVER
 TN0740'JUNCTION, GO NORTH ON STATE HIGHWAY 56 FOR 7.76 KM (4.85 MI) TO THE
 TN0740'MARK ON THE RIGHT.
 TN0740'
 TN0740'AZIMUTH MARK, STAMPED---BASIN 1986---, IS A STANDARD DISK SET IN THE
 TN0740'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 12.2
 TN0740'METERS (40.0 FT) EAST OF THE CENTER OF THE ROAD, 8.8 METERS
 TN0740'(28.9 FT) SOUTHWEST OF A FENCE CORNER, 1.0 METER (3.3 FT) NORTH OF A
 TN0740'WITNESS POST AND 1.3 METERS (4.2 FT) LOWER THAN THE HIGHWAY.
 TN0740'
 TN0740'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0975 ***********************************************************************
 SU0975  DESIGNATION -  BASSOO PEAK LOOKOUT TOWER
 SU0975  PID         -  SU0975
 SU0975  STATE/COUNTY-  MT/SANDERS
 SU0975  USGS QUAD   -  BASSOO PEAK (1964)
 SU0975
 SU0975                         *CURRENT SURVEY CONTROL
 SU0975  ___________________________________________________________________
 SU0975* NAD 83(1992)-  47 51 04.47326(N)    114 47 17.27011(W)     ADJUSTED  
 SU0975* NAVD 88     -                                                        
 SU0975  ___________________________________________________________________
 SU0975  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 SU0975  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 SU0975
 SU0975  HORZ ORDER  -  THIRD
 SU0975
 SU0975.The horizontal coordinates were established by classical geodetic methods
 SU0975.and adjusted by the National Geodetic Survey in July 1992..
 SU0975
 SU0975
 SU0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0975
 SU0975.The geoid height was determined by GEOID03.
 SU0975
 SU0975;                    North         East     Units Scale Factor Converg.
 SU0975;SPC MT       -   413,511.730   204,736.593   MT  0.99949993   -3 52 05.8
 SU0975;SPC MT       - 1,356,665.78    671,707.98   iFT  0.99949993   -3 52 05.8
 SU0975;UTM  11      - 5,302,135.163   665,465.246   MT  0.99993644   +1 38 24.9
 SU0975
 SU0975                          SUPERSEDED SURVEY CONTROL
 SU0975
 SU0975  NAD 83(1986)-  47 51 04.48300(N)    114 47 17.26422(W) AD(       ) 4
 SU0975  NAD 27      -  47 51 04.69475(N)    114 47 13.79484(W) AD(       ) 3
 SU0975
 SU0975.Superseded values are not recommended for survey control.
 SU0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0975.See file dsdata.txt to determine how the superseded data were derived.
 SU0975
 SU0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP6546502135(NAD 83)
 SU0975
 SU0975  HISTORY     - Date     Condition        Report By
 SU0975  HISTORY     - 1940     MONUMENTED       CGS
 SU0975
 SU0975                          STATION DESCRIPTION
 SU0975
 SU0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0975'BASSOO PEAK LOOKOUT TOWER IS ON THE TOP OF BASSOO PEAK, A
 SU0975'SHARP ROCKY PEAK ABOUT 9 MILES WNW OF NIARADA AND ABOUT 17
 SU0975'MILES NNW OF HOT SPRINGS IN THE CABINET NATIONAL FOREST.  IT
 SU0975'IS A U.S.F.S. LOOKOUT TOWER.
 SU0975'
 SU0975'THE TOWER IS OF WOOD, ABOUT 30 FEET HIGH, AND 38 FEET N OF
 SU0975'THE AZIMUTH MARK FOR U.S.C. AND G.S. STATION SNOWSTORM.  STATION
 SU0975'SNOWSTORM IS ABOUT 3-1/2 MILES SW.
 SU0975'
 SU0975'THE TOP AND CENTER OF THE TOWER WAS CUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0740 ***********************************************************************
 QX0740  DESIGNATION -  BATTLE
 QX0740  PID         -  QX0740
 QX0740  STATE/COUNTY-  MT/GALLATIN
 QX0740  USGS QUAD   -  SEDAN (1987)
 QX0740
 QX0740                         *CURRENT SURVEY CONTROL
 QX0740  ___________________________________________________________________
 QX0740* NAD 83(1992)-  45 53 47.19950(N)    110 50 26.25540(W)     ADJUSTED  
 QX0740* NAVD 88     -      2296.6    (meters)    7535.     (feet)  VERTCON   
 QX0740  ___________________________________________________________________
 QX0740  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 QX0740  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 QX0740
 QX0740  HORZ ORDER  -  THIRD
 QX0740
 QX0740.The horizontal coordinates were established by classical geodetic methods
 QX0740.and adjusted by the National Geodetic Survey in July 1992..
 QX0740
 QX0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0740
 QX0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0740
 QX0740.The geoid height was determined by GEOID03.
 QX0740
 QX0740;                    North         East     Units Scale Factor Converg.
 QX0740;SPC MT       -   183,862.812   496,005.818   MT  0.99958041   -0 58 50.4
 QX0740;SPC MT       -   603,224.45  1,627,315.68   iFT  0.99958041   -0 58 50.4
 QX0740;UTM  12      - 5,082,554.197   512,363.660   MT  0.99960188   +0 06 52.0
 QX0740
 QX0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0740!SPC MT       -   0.99964179  x   0.99958041  =   0.99922235
 QX0740!UTM  12      -   0.99964179  x   0.99960188  =   0.99924382
 QX0740
 QX0740:                Primary Azimuth Mark                     Grid Az
 QX0740:SPC MT       -  KROHNE                                   048 38 55.8
 QX0740:UTM  12      -  KROHNE                                   047 33 13.4
 QX0740
 QX0740|---------------------------------------------------------------------|
 QX0740| PID    Reference Object                     Distance      Geod. Az  |
 QX0740|                                                           dddmmss.s |
 QX0740| QX0739 KROHNE                              APPROX. 7.1 KM 0474005.4 |
 QX0740|---------------------------------------------------------------------|
 QX0740
 QX0740                          SUPERSEDED SURVEY CONTROL
 QX0740
 QX0740  NAD 83(1986)-  45 53 47.19372(N)    110 50 26.24377(W) AD(       ) 3
 QX0740  NAD 27      -  45 53 47.43541(N)    110 50 23.43799(W) AD(       ) 3
 QX0740  NGVD 29 (07/19/86) 2295.3    (m)         7530.     (f) VERT ANG       
 QX0740
 QX0740.Superseded values are not recommended for survey control.
 QX0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0740.See file dsdata.txt to determine how the superseded data were derived.
 QX0740
 QX0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR1236482554(NAD 83)
 QX0740_MARKER: DD = SURVEY DISK
 QX0740_SETTING: 66 = SET IN ROCK OUTCROP
 QX0740_SP_SET: SET IN ROCK OUTCROP
 QX0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0740+STABILITY: POSITION/ELEVATION WELL
 QX0740
 QX0740  HISTORY     - Date     Condition        Report By
 QX0740  HISTORY     - 1948     MONUMENTED       USGS
 QX0740
 QX0740                          STATION DESCRIPTION
 QX0740
 QX0740'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0740'STATION IS LOCATED ABOUT 11.0 MI. (AIRLINE) SW. OF WILSALL, ON
 QX0740'HIGHEST POINT OF PROMINENT RIDGE, KNOWN LOCALLY AS BATTLE RIDGE.
 QX0740'
 QX0740'TO REACH STATION FROM CLYDE PARK POST OFFICE, DRIVE S. 1/2 BLOCK,
 QX0740'TURN RIGHT (W.) 1 BLOCK TO JUNCTION WITH U.S. HIGHWAY 89, TURN
 QX0740'LEFT (S.) FOR 0.2 MI. TO JUNCTION, TURN RIGHT (W.) KEEPING TO
 QX0740'RIGHT AROUND ELEVATORS AND RAILROAD YARD, ACROSS SHIELDS RIVER
 QX0740'FOR 1.6 MI. TO FORK, TAKE RIGHT FORK FOR 10.2 MI. TO FORK, TAKE
 QX0740'RIGHT FORK THROUGH GATE FOR 0.6 MI. TO RANCH, CONTINUE THROUGH
 QX0740'GATE E. OF HOUSE ON TRACK RD. FOR 1.4 MI. AND END OF TRUCK TRAVEL,
 QX0740'PACK LEFT INTO DRAIN, ANGLE RIGHT ONTO RIDGE AND FOLLOW N. TO
 QX0740'HIGHEST POINT AND STATION SITE.
 QX0740'
 QX0740'STATION MARK--STANDARD TABLET, STAMPED ---BATTLE 1948---, CEMENTED
 QX0740'IN ROCK OUTCROP.
 QX0740'
 QX0740'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---BATTLE NO. 1---,
 QX0740'CEMENTED IN ROCK OUTCROP, 13.37 FT. FROM STATION,
 QX0740'S 51 DEG 21 MIN E.
 QX0740'
 QX0740'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---BATTLE NO. 2---,
 QX0740'CEMENTED IN ROCK OUTCROP, 9.25 FT. FROM STATION,
 QX0740'S 46 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0642 ***********************************************************************
 QY0642  DESIGNATION -  BATTLE
 QY0642  PID         -  QY0642
 QY0642  STATE/COUNTY-  MT/BEAVERHEAD
 QY0642  USGS QUAD   -  GIBBONS SCHOOL (1994)
 QY0642
 QY0642                         *CURRENT SURVEY CONTROL
 QY0642  ___________________________________________________________________
 QY0642* NAD 83(1992)-  45 37 49.83169(N)    113 31 42.56010(W)     ADJUSTED  
 QY0642* NAVD 88     -      1891.2    (meters)    6205.     (feet)  VERTCON   
 QY0642  ___________________________________________________________________
 QY0642  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 QY0642  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 QY0642
 QY0642  HORZ ORDER  -  THIRD
 QY0642
 QY0642.The horizontal coordinates were established by classical geodetic methods
 QY0642.and adjusted by the National Geodetic Survey in July 1992..
 QY0642
 QY0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0642
 QY0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0642
 QY0642.The geoid height was determined by GEOID03.
 QY0642
 QY0642;                    North         East     Units Scale Factor Converg.
 QY0642;SPC MT       -   161,499.811   286,108.261   MT  0.99968009   -2 56 48.7
 QY0642;SPC MT       -   529,855.02    938,675.40   iFT  0.99968009   -2 56 48.7
 QY0642;UTM  12      - 5,056,105.481   302,915.467   MT  1.00007757   -1 48 29.0
 QY0642
 QY0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0642!SPC MT       -   0.99970566  x   0.99968009  =   0.99938584
 QY0642!UTM  12      -   0.99970566  x   1.00007757  =   0.99978320
 QY0642
 QY0642                          SUPERSEDED SURVEY CONTROL
 QY0642
 QY0642  NAD 83(1990)-  45 37 49.82871(N)    113 31 42.56109(W) AD(       ) 3
 QY0642  NGVD 29 (04/27/92) 1889.9    (m)         6200.     (f) VERT ANG       
 QY0642
 QY0642.Superseded values are not recommended for survey control.
 QY0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0642.See file dsdata.txt to determine how the superseded data were derived.
 QY0642
 QY0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR0291556105(NAD 83)
 QY0642_MARKER: P = PIPE CAP
 QY0642_SETTING: 0 = UNSPECIFIED SETTING
 QY0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0642
 QY0642  HISTORY     - Date     Condition        Report By
 QY0642  HISTORY     - 1959     MONUMENTED       USGS
 QY0642  HISTORY     - 1960     GOOD             USGS
 QY0642
 QY0642                          STATION DESCRIPTION
 QY0642
 QY0642'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0642'RECOVERED AND REDESCRIBED AS FOLLOWS
 QY0642'
 QY0642'LOCATED ABOUT 4 MI. (AIRLINE) W. OF WISDOM, MONTANA, AND 500 FT.
 QY0642'N. OF THE LOST TRAIL PASS ROAD ON TOP OF A LOW BENCH.
 QY0642'
 QY0642'TO REACH FROM POST OFFICE AT WISDOM, MONTANA, PROCEED W. ALONG
 QY0642'LOST TRAIL PASS ROAD 4.4 MI. TO T-RD. N. JUST W. OF A GRAVEL PIT,
 QY0642'GO UPHILL ON TRACK RD., THROUGH GRAVEL PIT TO FENCE LINE, AND ABOUT
 QY0642'100 FT. N. OF FENCE TO STATION.
 QY0642'
 QY0642'STATION MARK - - BRONZE CAP ON IRON POST PROJECTING 0.6 FT.,
 QY0642'STAMPED--- BATTLE 1959 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0328 ***********************************************************************
 QU0328  DESIGNATION -  BAYHORSE
 QU0328  PID         -  QU0328
 QU0328  STATE/COUNTY-  MT/POWDER RIVER
 QU0328  USGS QUAD   -  BAY HORSE (1970)
 QU0328
 QU0328                         *CURRENT SURVEY CONTROL
 QU0328  ___________________________________________________________________
 QU0328* NAD 83(1993)-  45 03 44.19574(N)    105 32 58.99599(W)     ADJUSTED  
 QU0328* NAVD 88     -      1307.8    (meters)    4291.     (feet)  VERTCON   
 QU0328  ___________________________________________________________________
 QU0328  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 QU0328  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 QU0328
 QU0328  HORZ ORDER  -  FIRST
 QU0328
 QU0328.The horizontal coordinates were established by classical geodetic methods
 QU0328.and adjusted by the National Geodetic Survey in January 1997..
 QU0328
 QU0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0328
 QU0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0328
 QU0328.The geoid height was determined by GEOID03.
 QU0328
 QU0328;                    North         East     Units Scale Factor Converg.
 QU0328;SPC MT       -    98,128.972   910,986.070   MT  0.99996319   +2 53 22.7
 QU0328;SPC MT       -   321,945.45  2,988,799.44   iFT  0.99996319   +2 53 22.7
 QU0328;SPC WY E     -   506,856.283   169,831.991   MT  0.99994869   -0 16 16.2
 QU0328;UTM  13      - 4,990,015.550   456,720.529   MT  0.99962303   -0 23 20.9
 QU0328
 QU0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0328!SPC MT       -   0.99979732  x   0.99996319  =   0.99976052
 QU0328!SPC WY E     -   0.99979732  x   0.99994869  =   0.99974602
 QU0328!UTM  13      -   0.99979732  x   0.99962303  =   0.99942043
 QU0328
 QU0328|---------------------------------------------------------------------|
 QU0328| PID    Reference Object                     Distance      Geod. Az  |
 QU0328|                                                           dddmmss.s |
 QU0328| CQ7014 BAYHORSE RM 1                         5.373 METERS 07912     |
 QU0328| CQ7013 BAYHORSE AZ MK                                     2740638.5 |
 QU0328| CQ7015 BAYHORSE RM 2                         7.528 METERS 30454     |
 QU0328|---------------------------------------------------------------------|
 QU0328
 QU0328                          SUPERSEDED SURVEY CONTROL
 QU0328
 QU0328  NAD 83(1992)-  45 03 44.17677(N)    105 32 58.98134(W) AD(       ) 1
 QU0328  NAD 83(1986)-  45 03 44.17416(N)    105 32 58.98121(W) AD(       ) 1
 QU0328  NAD 27      -  45 03 44.22800(N)    105 32 56.97700(W) AD(       ) 1
 QU0328  NGVD 29 (07/19/86) 1307.1    (m)         4288.     (f) VERT ANG       
 QU0328
 QU0328.Superseded values are not recommended for survey control.
 QU0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0328.See file dsdata.txt to determine how the superseded data were derived.
 QU0328
 QU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5672190016(NAD 83)
 QU0328_MARKER: DS = TRIANGULATION STATION DISK
 QU0328_SETTING: 0 = UNSPECIFIED SETTING
 QU0328
 QU0328  HISTORY     - Date     Condition        Report By
 QU0328  HISTORY     - 1949     MONUMENTED       CGS
 QU0328  HISTORY     - 1963     GOOD             CGS
 QU0328
 QU0328                          STATION DESCRIPTION
 QU0328
 QU0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0328'THE STATION IS LOCATED ABOUT 10 MILES EAST OF THE LITTLE POWDER
 QU0328'RIVER, 4 MILES NORTH OF THE WYOMING-MONTANA STATE LINE, 2 MILES
 QU0328'NORTH-NORTHEAST OF THE BAYHORSE POST OFFICE, AND ON LAND OWNED
 QU0328'BY A MR. A. WOOSTER.  IT IS LOCATED ON THE SOUTHEAST END OF
 QU0328'A HIGH FLAT TOPPED BUTTE THAT HAS STEEP CLIFFS ON ALL SIDES
 QU0328'EXCEPT THE NORTHWEST SIDE WHICH SLOPES GRADUALLY.  THERE IS
 QU0328'ANOTHER BUTTE ABOUT 1/2 MILE TO THE SOUTHWEST THAT IS ABOUT
 QU0328'THE SAME ELEVATION.
 QU0328'
 QU0328'TO REACH THE STATION FROM THE POST OFFICE IN BIDDLE, GO SOUTHERLY
 QU0328'ON THE MAIN GRADED DIRT ROAD FOR 3.7 MILES TO A SIDE ROAD ON
 QU0328'THE RIGHT, TURN RIGHT, WESTERLY AND PROCEED ON THE MAIN GRADED
 QU0328'DIRT ROAD FOR 4.5 MILES TO A CATTLE GUARD AND A FORK, CROSS
 QU0328'CATTLE GUARD AND CONTINUE ON THE LEFT ROAD FOR 1.3 MILES
 QU0328'TO ANOTHER FORK.  BEAR RIGHT FOR 0.2 MILES TO A CATTLE GUARD,
 QU0328'CONTINUE ON THE MAIN ROAD FOR 4.4 MILES TO A CATTLE GUARD,
 QU0328'A CROSSROAD AND A SMALL SIGN ON THE LEFT, BAYHORSE, TURN,
 QU0328'RIGHT, THROUGH GATE AND GO NORTHERLY ON A TRACK ROAD FOR 0.7
 QU0328'MILE TO A FORK AND A GATE ON THE LEFT, BEAR RIGHT AND FOLLOW
 QU0328'THE MAIN TRACK ROAD NORTHERLY FOR 1.1 MILES TO A POND ON THE
 QU0328'LEFT, TURN RIGHT, EAST, AND FOLLOW A COW PATH KEEPING TO
 QU0328'THE RIGHT OF DRAW AND LEFT OF A HILL WITH SCATTERED PINE
 QU0328'TREES FOR 0.35 MILE, BEAR LEFT DOWN IN DRAW AND FOLLOW
 QU0328'DRY CREEK BED FOR 0.75 MILE TO A SMALL DIRT DAM, BEAR RIGHT
 QU0328'THEN LEFT AND CROSS ON TOP OF DAM AND CONTINUE EASTERLY ON A
 QU0328'DIM TRACK ROAD ON THE NORTHERN SIDE OF CREEK OR DRAW FOR 0.55
 QU0328'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW,
 QU0328'CONTINUE EASTERLY ON THE DIM TRACK ROAD FOR 0.1 MILE TO THE
 QU0328'BASE OF HILL, PACK EASTERLY TO THE TOP AND STATION.  A 1/2
 QU0328'HOUR PACK.
 QU0328'
 QU0328'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 QU0328'2-INCH IRON PIPE.  THE PIPE PROJECTS 6 INCHES, AND THE DISK
 QU0328'IS STAMPED BAYHORSE 1949.
 QU0328'
 QU0328'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 QU0328'HOLE IN OUTCROPPING BEDROCK.  THE DISK IS FLUSH WITH THE ROCK,
 QU0328'AND IS STAMPED BAYHORSE NO 1 1949.
 QU0328'
 QU0328'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED TO THE TOP OF
 QU0328'A 2-INCH IRON PIPE.  THE PIPE PROJECTS 4 INCHES, AND THE DISK
 QU0328'IS STAMPED BAYHORSE NO 2 1949.
 QU0328'
 QU0328'THE AZIMUTH MARK IS 49 FEET NORTHWEST OF THE APPROXIMATE
 QU0328'CENTERLINE OF A TRACK ROAD, AND 4 FEET EAST OF A WITNESS POST.
 QU0328'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 QU0328'CONCRETE POST, PROJECTING 6 INCHES, AND IS STAMPED BAYHORSE
 QU0328'1949.
 QU0328
 QU0328                          STATION RECOVERY (1963)
 QU0328
 QU0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 QU0328'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0342 ***********************************************************************
 TN0342  DESIGNATION -  BB 470
 TN0342  PID         -  TN0342
 TN0342  STATE/COUNTY-  MT/LINCOLN
 TN0342  USGS QUAD   -  LIBBY (1983)
 TN0342
 TN0342                         *CURRENT SURVEY CONTROL
 TN0342  ___________________________________________________________________
 TN0342* NAD 83(1986)-  48 24 13.     (N)    115 34 35.     (W)     SCALED    
 TN0342* NAVD 88     -       628.478  (meters)    2061.93   (feet)  ADJUSTED  
 TN0342  ___________________________________________________________________
 TN0342  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TN0342  DYNAMIC HT  -         628.516 (meters)    2062.06  (feet)  COMP
 TN0342  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 TN0342
 TN0342  VERT ORDER  -  FIRST     CLASS II
 TN0342
 TN0342.The horizontal coordinates were scaled from a topographic map and have
 TN0342.an estimated accuracy of +/- 6 seconds.
 TN0342
 TN0342.The orthometric height was determined by differential leveling
 TN0342.and adjusted by the National Geodetic Survey in June 1991..
 TN0342
 TN0342.The geoid height was determined by GEOID03.
 TN0342
 TN0342.The dynamic height is computed by dividing the NAVD 88
 TN0342.geopotential number by the normal gravity value computed on the
 TN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0342.degrees latitude (g = 980.6199 gals.).
 TN0342
 TN0342.The modeled gravity was interpolated from observed gravity values.
 TN0342
 TN0342;                    North         East    Units  Estimated Accuracy
 TN0342;SPC MT       -   479,000.      150,690.      MT  (+/- 180 meters Scaled)
 TN0342
 TN0342                          SUPERSEDED SURVEY CONTROL
 TN0342
 TN0342  NGVD 29 (??/??/92)  627.296  (m)         2058.05   (f) ADJ UNCH    1 2
 TN0342
 TN0342.Superseded values are not recommended for survey control.
 TN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0342.See file dsdata.txt to determine how the superseded data were derived.
 TN0342
 TN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP053621(NAD 83)
 TN0342_MARKER: DB = BENCH MARK DISK
 TN0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0342_SP_SET: CULVERT
 TN0342_STAMPING: BB 470 1944
 TN0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0342
 TN0342  HISTORY     - Date     Condition        Report By
 TN0342  HISTORY     - 1944     MONUMENTED       CGS
 TN0342  HISTORY     - 1971     GOOD             BPR
 TN0342  HISTORY     - 1980     GOOD             NGS
 TN0342
 TN0342                          STATION DESCRIPTION
 TN0342
 TN0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TN0342'1.4 MI W FROM LIBBY.
 TN0342'1.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0342'LIBBY, LINCOLN COUNTY, 3-1/2 POLES WEST OF MILEPOST 1337, 27.4 FEET
 TN0342'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AT CONCRETE CULVERT NO.
 TN0342'1337/190, IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH HEADWALL,
 TN0342'0.7 FOOT WEST OF THE EAST FACE OF THE HEADWALL, AND ABOUT 3 FEET BELOW
 TN0342'THE LEVEL OF THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED BB 470 1944.
 TN0342
 TN0342                          STATION RECOVERY (1971)
 TN0342
 TN0342'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0342'RECOVERED IN GOOD CONDITION.
 TN0342
 TN0342                          STATION RECOVERY (1980)
 TN0342
 TN0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0342'2.4 KILOMETERS (1.5 MILES) WEST ALONG US HIGHWAY 2 FROM THE JUNCTION
 TN0342'OF STATE HIGHWAY 37 IN LIBBY, THENCE 0.3 KILOMETER (O.2 MILE) NORTH
 TN0342'ALONG A PAVED ROAD LEADING TO THE BURLINGTON NORTHERN RAILWAY,
 TN0342'THENCE 0.4 KILOMETER (0.25 MILE) SOUTHEAST ALONG THE RAILWAY, SET
 TN0342'0.3 METER (1.0 FEET) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 TN0342'HEADWALL OF A CONCRETE BOX CULVERT UNDER THE TRACKS, 3 1/2 POLES
 TN0342'NORTHWEST OF RAILROAD MILEPOST 1321, 8.5 METERS (27.7 FEET)
 TN0342'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS.
 TN0342'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0551 ***********************************************************************
 RW0551  DESIGNATION -  BBT ET
 RW0551  PID         -  RW0551
 RW0551  STATE/COUNTY-  MT/MEAGHER
 RW0551  USGS QUAD   -  BOULDER BALDY (1966)
 RW0551
 RW0551                         *CURRENT SURVEY CONTROL
 RW0551  ___________________________________________________________________
 RW0551* NAD 83(1992)-  46 33 22.19312(N)    111 19 38.48713(W)     ADJUSTED  
 RW0551* NAVD 88     -      2726.9    (meters)    8947.     (feet)  VERTCON   
 RW0551  ___________________________________________________________________
 RW0551  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 RW0551  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 RW0551
 RW0551  HORZ ORDER  -  THIRD
 RW0551
 RW0551.The horizontal coordinates were established by classical geodetic methods
 RW0551.and adjusted by the National Geodetic Survey in July 1992..
 RW0551
 RW0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0551
 RW0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0551
 RW0551.The geoid height was determined by GEOID03.
 RW0551
 RW0551;                    North         East     Units Scale Factor Converg.
 RW0551;SPC MT       -   257,900.820   459,965.197   MT  0.99942417   -1 20 12.2
 RW0551;SPC MT       -   846,131.30  1,509,072.17   iFT  0.99942417   -1 20 12.2
 RW0551;UTM  12      - 5,155,896.276   474,907.122   MT  0.99960774   -0 14 15.6
 RW0551
 RW0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0551!SPC MT       -   0.99957457  x   0.99942417  =   0.99899898
 RW0551!UTM  12      -   0.99957457  x   0.99960774  =   0.99918247
 RW0551
 RW0551                          SUPERSEDED SURVEY CONTROL
 RW0551
 RW0551  NAD 83(1986)-  46 33 22.19082(N)    111 19 38.47356(W) AD(       ) 3
 RW0551  NGVD 29 (06/12/92) 2725.6    (m)         8942.     (f) VERT ANG       
 RW0551
 RW0551.Superseded values are not recommended for survey control.
 RW0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0551.See file dsdata.txt to determine how the superseded data were derived.
 RW0551
 RW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS7490755896(NAD 83)
 RW0551_MARKER: DD = SURVEY DISK
 RW0551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RW0551_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RW0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0551
 RW0551  HISTORY     - Date     Condition        Report By
 RW0551  HISTORY     - 1962     MONUMENTED       USFS
 RW0551  HISTORY     - 1966     GOOD             USGS
 RW0551
 RW0551                          STATION DESCRIPTION
 RW0551
 RW0551'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RW0551'THE STATION IS LOCATED IN THE APPROXIMATE AREA OF AN OLD DESTROYED
 RW0551'USFS LOOKOUT TOWER ON TOP OF BOULDER BALDY MOUNTAIN.  THIS IS A HIGH,
 RW0551'ROUNDED, GRASSY MOUNTAIN IN T 9 N, R 3 E PRINCIPAL MERIDIAN.
 RW0551'
 RW0551'TO REACH STATION FROM WHITE SULPHUR SPRINGS, DRIVE NW. ON PAVED RD.
 RW0551'19 MI. TO END OF PAVEMENT, DRIVE ON MAIN DIRT RD. 7 MI. TO T-JUNCTION.
 RW0551'DRIVE STRAIGHT AHEAD ACROSS SMITH RIVER BRIDGE 4 MI. TO JUNCTION, TURN
 RW0551'LEFT AND DRIVE S. 8 MI. TO CAMAS CREEK.  TAKE CAMAS CREEK ROAD UP
 RW0551'RIDGE 5 MI. TO BOULDER MOUNTAIN TRAIL.  DRIVE JEEP OR PACK UP TRAIL
 RW0551'3 MI. TO STATION.
 RW0551'
 RW0551'RECOVERED VIA HELICOPTER.
 RW0551'
 RW0551'STATION MARK--STANDARD USDA FOREST SERVICE BRONZE TABLET ON A 2-IN.
 RW0551'PIPE EXTENDING 0.5 FT. ABOVE GROUND AND MARKED ---BBT-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0513 ***********************************************************************
 QY0513  DESIGNATION -  BEACON
 QY0513  PID         -  QY0513
 QY0513  STATE/COUNTY-  MT/MADISON
 QY0513  USGS QUAD   -  BEAVERHEAD ROCK (1962)
 QY0513
 QY0513                         *CURRENT SURVEY CONTROL
 QY0513  ___________________________________________________________________
 QY0513* NAD 83(1992)-  45 23 11.64679(N)    112 27 35.03603(W)     ADJUSTED  
 QY0513* NAVD 88     -      1583.     (meters)    5194.     (feet)  SCALED    
 QY0513  ___________________________________________________________________
 QY0513  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 QY0513  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 QY0513
 QY0513  HORZ ORDER  -  THIRD
 QY0513
 QY0513.The horizontal coordinates were established by classical geodetic methods
 QY0513.and adjusted by the National Geodetic Survey in July 1992..
 QY0513
 QY0513.The orthometric height was scaled from a topographic map.
 QY0513
 QY0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0513
 QY0513.The geoid height was determined by GEOID03.
 QY0513
 QY0513;                    North         East     Units Scale Factor Converg.
 QY0513;SPC MT       -   130,699.167   368,312.853   MT  0.99978996   -2 09 54.2
 QY0513;SPC MT       -   428,803.04  1,208,375.50   iFT  0.99978996   -2 09 54.2
 QY0513;UTM  12      - 5,026,931.075   385,727.168   MT  0.99976055   -1 02 21.3
 QY0513
 QY0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0513!SPC MT       -   0.99975365  x   0.99978996  =   0.99954367
 QY0513!UTM  12      -   0.99975365  x   0.99976055  =   0.99951426
 QY0513
 QY0513:                Primary Azimuth Mark                     Grid Az
 QY0513:SPC MT       -  MCCARTNEY                                325 35 19.9
 QY0513:UTM  12      -  MCCARTNEY                                324 27 47.0
 QY0513
 QY0513|---------------------------------------------------------------------|
 QY0513| PID    Reference Object                     Distance      Geod. Az  |
 QY0513|                                                           dddmmss.s |
 QY0513| QY0562 MCCARTNEY                           APPROX.17.6 KM 3232525.7 |
 QY0513|---------------------------------------------------------------------|
 QY0513
 QY0513                          SUPERSEDED SURVEY CONTROL
 QY0513
 QY0513  NAD 83(1986)-  45 23 11.64807(N)    112 27 35.03370(W) AD(       ) 3
 QY0513  NAD 27      -  45 23 11.91835(N)    112 27 32.00378(W) AD(       ) 3
 QY0513
 QY0513.Superseded values are not recommended for survey control.
 QY0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0513.See file dsdata.txt to determine how the superseded data were derived.
 QY0513
 QY0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8572726931(NAD 83)
 QY0513_MARKER: DD = SURVEY DISK
 QY0513_SETTING: 66 = SET IN ROCK OUTCROP
 QY0513_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QY0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0513+STABILITY: POSITION/ELEVATION WELL
 QY0513
 QY0513  HISTORY     - Date     Condition        Report By
 QY0513  HISTORY     - 1950     MONUMENTED       USGS
 QY0513
 QY0513                          STATION DESCRIPTION
 QY0513
 QY0513'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0513'STATION IS LOCATED UNDER AIRWAY BEACON ABOUT 11.5 MI. (AIRLINE) NE.
 QY0513'OF DILLON ABOUT 0.5 MI. W. OF JUNCTION HIGHWAY 41 AND BEAVERHEAD RIVER
 QY0513'BRIDGE.  IN SEC. 22, T 5 S, R 7 W.
 QY0513'
 QY0513'TO REACH FROM JUNCTION OF U.S. HIGHWAY 91 AND STATE HIGHWAY 41 AT N.
 QY0513'END OF DILLON GO NE. ON HIGHWAY 41, 13.6 MI. TO BRIDGE OVER BEAVERHEAD
 QY0513'RIVER.  CONTINUE ON HIGHWAY, 0.3 MI. THENCE LEFT FOLLOW POWER LINE TO
 QY0513'STATION.  JEEP CAN BE DRIVEN AROUND FROM N. SIDE OF HILL.
 QY0513'
 QY0513'STATION MARK--STANDARD BRONZE TABLET SET IN DRILL HOLE IN BEDROCK
 QY0513'UNDER BEACON.  (APPARENTLY NOT STAMPED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1525 ***********************************************************************
 SS1525  DESIGNATION -  BEACON HILL
 SS1525  PID         -  SS1525
 SS1525  STATE/COUNTY-  MT/JUDITH BASIN
 SS1525  USGS QUAD   -  RAYNESFORD (1995)
 SS1525
 SS1525                         *CURRENT SURVEY CONTROL
 SS1525  ___________________________________________________________________
 SS1525* NAD 83(1992)-  47 20 12.67755(N)    110 41 27.41930(W)     ADJUSTED  
 SS1525* NAVD 88     -      1556.4    (meters)    5106.     (feet)  VERTCON   
 SS1525  ___________________________________________________________________
 SS1525  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 SS1525  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 SS1525
 SS1525  HORZ ORDER  -  THIRD
 SS1525
 SS1525.The horizontal coordinates were established by classical geodetic methods
 SS1525.and adjusted by the National Geodetic Survey in July 1992..
 SS1525
 SS1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1525
 SS1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1525
 SS1525.The geoid height was determined by GEOID03.
 SS1525
 SS1525;                    North         East     Units Scale Factor Converg.
 SS1525;SPC MT       -   343,688.273   510,048.681   MT  0.99940862   -0 52 16.3
 SS1525;SPC MT       - 1,127,586.20  1,673,388.06   iFT  0.99940862   -0 52 16.3
 SS1525;UTM  12      - 5,242,644.980   523,347.631   MT  0.99960670   +0 13 38.1
 SS1525
 SS1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1525!SPC MT       -   0.99975814  x   0.99940862  =   0.99916690
 SS1525!UTM  12      -   0.99975814  x   0.99960670  =   0.99936493
 SS1525
 SS1525:                Primary Azimuth Mark                     Grid Az
 SS1525:SPC MT       -  GLIKO                                    304 39 23.6
 SS1525:UTM  12      -  GLIKO                                    303 33 29.2
 SS1525
 SS1525|---------------------------------------------------------------------|
 SS1525| PID    Reference Object                     Distance      Geod. Az  |
 SS1525|                                                           dddmmss.s |
 SS1525| SS1547 GLIKO                               APPROX. 7.3 KM 3034707.3 |
 SS1525|---------------------------------------------------------------------|
 SS1525
 SS1525                          SUPERSEDED SURVEY CONTROL
 SS1525
 SS1525  NAD 83(1986)-  47 20 12.67518(N)    110 41 27.40186(W) AD(       ) 3
 SS1525  NAD 27      -  47 20 12.82438(N)    110 41 24.64816(W) AD(       ) 3
 SS1525  NGVD 29 (07/19/86) 1555.4    (m)         5103.     (f) VERT ANG       
 SS1525
 SS1525.Superseded values are not recommended for survey control.
 SS1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1525.See file dsdata.txt to determine how the superseded data were derived.
 SS1525
 SS1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2334842645(NAD 83)
 SS1525
 SS1525  HISTORY     - Date     Condition        Report By
 SS1525  HISTORY     - 1956     MONUMENTED       USFS
 SS1525  HISTORY     - 1960     GOOD             USGS
 SS1525
 SS1525                          STATION DESCRIPTION
 SS1525
 SS1525'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SS1525'LOCATED IN JUDITH BASIN COUNTY, MONTANA, IN SEC. 10, T 18 N, R 8 E,
 SS1525'ON TOP OF A PROMINENT HILL, 285 FT. E. OF AN AIRWAY BEACON.
 SS1525'
 SS1525'TO REACH FROM POST OFFICE AT RAYNESFORD, MONTANA, GO S. 0.1 MI. TO
 SS1525'U.S. HIGHWAY 87, TURN LEFT (E.) AND GO 1.3 MI., TURN LEFT (N.) AND
 SS1525'GO 0.2 MI. TO POINT WHERE RD. CURVES RIGHT (E.), CONTINUE E. ON RD.
 SS1525'THAT PARALLELS THE GREAT NORTHERN RAILROAD FOR 3.3 MI. TO T-RD.,
 SS1525'TURN LEFT (N.) AND GO 4.9 MI. TO T-RD., TURN LEFT (W.) AND GO 0.8
 SS1525'MI. TO GATE ON S. SIDE OF RD., GO THROUGH GATE AND GO 0.1 MI. S. TO
 SS1525'HIGHEST POINT OF HILL AND STATION.
 SS1525'
 SS1525'STATION MARK--STANDARD USFS TABLET STAMPED ---BEACON HILL 1956---,
 SS1525'CEMENTED IN EMBEDDED ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0479 ***********************************************************************
 TK0479  DESIGNATION -  BEAN
 TK0479  PID         -  TK0479
 TK0479  STATE/COUNTY-  MT/BLAINE
 TK0479  USGS QUAD   -  SAYER BUTTE (1987)
 TK0479
 TK0479                         *CURRENT SURVEY CONTROL
 TK0479  ___________________________________________________________________
 TK0479* NAD 83(1992)-  48 23 28.67333(N)    109 17 52.36131(W)     ADJUSTED  
 TK0479* NAVD 88     -      1148.1    (meters)    3767.     (feet)  VERTCON   
 TK0479  ___________________________________________________________________
 TK0479  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 TK0479  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TK0479
 TK0479  HORZ ORDER  -  FIRST
 TK0479
 TK0479.The horizontal coordinates were established by classical geodetic methods
 TK0479.and adjusted by the National Geodetic Survey in July 1992..
 TK0479
 TK0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0479
 TK0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0479
 TK0479.The geoid height was determined by GEOID03.
 TK0479
 TK0479;                    North         East     Units Scale Factor Converg.
 TK0479;SPC MT       -   460,208.244   614,964.248   MT  0.99968368   +0 08 52.3
 TK0479;SPC MT       - 1,509,869.57  2,017,599.24   iFT  0.99968368   +0 08 52.3
 TK0479;UTM  12      - 5,361,192.506   626,005.334   MT  0.99979508   +1 16 22.2
 TK0479
 TK0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0479!SPC MT       -   0.99982254  x   0.99968368  =   0.99950628
 TK0479!UTM  12      -   0.99982254  x   0.99979508  =   0.99961766
 TK0479
 TK0479:                Primary Azimuth Mark                     Grid Az
 TK0479:SPC MT       -  CHINOOK MUNICIPAL TANK                   012 28 41.8
 TK0479:UTM  12      -  CHINOOK MUNICIPAL TANK                   011 21 11.9
 TK0479
 TK0479|---------------------------------------------------------------------|
 TK0479| PID    Reference Object                     Distance      Geod. Az  |
 TK0479|                                                           dddmmss.s |
 TK0479| TK0454 CHINOOK MUNICIPAL TANK              APPROX.23.1 KM 0123734.1 |
 TK0479| TK0464 MCCANN BUTTE HIGHEST PEAK           APPROX.20.7 KM 1195200.5 |
 TK0479| TK0469 UNIDENTIFIED BUTTE BY CLEVLAND      APPROX.24.6 KM 1344552.4 |
 TK0479| CQ5007 BEAN RM 1                            10.591 METERS 14758     |
 TK0479| TK0490 MOUNT BEAR PAW HIGHEST PEAK         APPROX.37.6 KM 2241813.3 |
 TK0479| CQ5006 BEAN AZ MK                                         2762606.6 |
 TK0479| CQ5008 BEAN RM 2                             7.940 METERS 35729     |
 TK0479|---------------------------------------------------------------------|
 TK0479
 TK0479                          SUPERSEDED SURVEY CONTROL
 TK0479
 TK0479  NAD 83(1986)-  48 23 28.67687(N)    109 17 52.34354(W) AD(       ) 1
 TK0479  NAD 27      -  48 23 28.69400(N)    109 17 49.70000(W) AD(       ) 1
 TK0479  NGVD 29 (07/19/86) 1147.3    (m)         3764.     (f) VERT ANG       
 TK0479
 TK0479.Superseded values are not recommended for survey control.
 TK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0479.See file dsdata.txt to determine how the superseded data were derived.
 TK0479
 TK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU2600561193(NAD 83)
 TK0479_MARKER: DS = TRIANGULATION STATION DISK
 TK0479_SETTING: 0 = UNSPECIFIED SETTING
 TK0479
 TK0479  HISTORY     - Date     Condition        Report By
 TK0479  HISTORY     - 1949     MONUMENTED       CGS
 TK0479  HISTORY     - 1955     GOOD             USGS
 TK0479
 TK0479                          STATION DESCRIPTION
 TK0479
 TK0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0479'STATION IS ABOUT 14 MILES SOUTH OF CHINOOK, ON THE HIGHEST
 TK0479'POINT IN THE IMMEDIATE VICINITY.
 TK0479'
 TK0479'TO REACH THE STATION FROM THE COURTHOUSE IN CHINOOK, GO SOUTH
 TK0479'ON THE STREET WEST OF THE COURTHOUSE FOR 1.0 MILE TO A BRIDGE
 TK0479'SPANNING TO MILK RIVER, CONTINUE SOUTH ON THE MAIN ROAD FOR
 TK0479'0.6 MILE TO A FORK, BEAR LEFT AND CONTINUE SOUTHERLY ON THE
 TK0479'MAIN ROAD FOR 1.1 MILES TO A FORK, BEAR RIGHT, GO SOUTHWESTERLY
 TK0479'3.0 MILES TO ANOTHER FORK, BEAR RIGHT AND CONTINUE SOUTH FOR
 TK0479'10.1 MILES TO A GATE AND THE AZIMUTH MARK, TURN LEFT, PASS
 TK0479'THROUGH THE GATE AND GO SOUTHEASTERLY FOR 0.3 MILE TO THE
 TK0479'BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  FROM THIS
 TK0479'POINT PROCEED ON FOOT, EAST, UP STEEP SLOPE FOR THIRTY
 TK0479'MINUTES TO THE STATION.
 TK0479'
 TK0479'STATION MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED BEAN
 TK0479'1949.
 TK0479'
 TK0479'REFERENCE MARK NO. 1 PROJECTS 12 INCHES AND THE DISK IS
 TK0479'STAMPED BEAN NO 1 1949.
 TK0479'
 TK0479'REFERENCE MARK NO. 2 PROJECTS 12 INCHES AND THE DISK IS STAMPED
 TK0479'BEAN NO 2 1949.
 TK0479'
 TK0479'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION.  IT IS 115
 TK0479'FEET SOUTH OF THE APPROXIMATE CENTER OF THE GATE, 69 FEET
 TK0479'EAST OF THE APPROXIMATE CENTER OF THE MAIN ROAD, 3 FEET
 TK0479'SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 TK0479'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BEAN 1949.
 TK0479'
 TK0479'ALL MARKS EXCEPT THE AZIMUTH MARK ARE STANDARD DISKS BRAZED
 TK0479'TO THE TOPS OF 3-INCH IRON PIPES.  THE AZIMUTH MARK IS A
 TK0479'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST.
 TK0479'
 TK0479'A 4 FOOT STAND AT BEAN WILL SEE 4 FOOT STANDS AT STATIONS,
 TK0479'TIMBER, LLOYD, CLEAR, BOX ELDER (USGS) AND BLAINE.
 TK0479
 TK0479                          STATION RECOVERY (1955)
 TK0479
 TK0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TK0479'RECOVERED.
 TK0479'
 TK0479'STATION MARK - STANDARD NGS DISK BRAZED TO THE TOP OF 3 IN. IRON PIPE,
 TK0479'PROJECTING 10 IN. AND STAMPED ---BEAN 1949---.
 TK0479'
 TK0479'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0012 ***********************************************************************
 SQ0012  DESIGNATION -  BEAR
 SQ0012  PID         -  SQ0012
 SQ0012  STATE/COUNTY-  MT/MCCONE
 SQ0012  USGS QUAD   -  MC RAE SPRINGS (1973)
 SQ0012
 SQ0012                         *CURRENT SURVEY CONTROL
 SQ0012  ___________________________________________________________________
 SQ0012* NAD 83(1992)-  47 56 52.46712(N)    106 14 48.89906(W)     ADJUSTED  
 SQ0012* NAVD 88     -       838.618  (meters)    2751.37   (feet)  ADJUSTED  
 SQ0012  ___________________________________________________________________
 SQ0012  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 SQ0012  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SQ0012  DYNAMIC HT  -         838.679 (meters)    2751.57  (feet)  COMP
 SQ0012  MODELED GRAV-     980,655.2   (mgal)                       NAVD 88
 SQ0012
 SQ0012  HORZ ORDER  -  FIRST
 SQ0012  VERT ORDER  -  FIRST     CLASS II
 SQ0012
 SQ0012.The horizontal coordinates were established by classical geodetic methods
 SQ0012.and adjusted by the National Geodetic Survey in July 1992..
 SQ0012
 SQ0012.The orthometric height was determined by differential leveling
 SQ0012.and adjusted by the National Geodetic Survey in June 1991..
 SQ0012
 SQ0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0012
 SQ0012.The geoid height was determined by GEOID03.
 SQ0012
 SQ0012.The dynamic height is computed by dividing the NAVD 88
 SQ0012.geopotential number by the normal gravity value computed on the
 SQ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0012.degrees latitude (g = 980.6199 gals.).
 SQ0012
 SQ0012.The modeled gravity was interpolated from observed gravity values.
 SQ0012
 SQ0012;                    North         East     Units Scale Factor Converg.
 SQ0012;SPC MT       -   415,949.698   842,821.839   MT  0.99952618   +2 22 46.7
 SQ0012;SPC MT       - 1,364,664.36  2,765,163.51   iFT  0.99952618   +2 22 46.7
 SQ0012;UTM  13      - 5,311,262.737   406,892.788   MT  0.99970652   -0 55 33.4
 SQ0012
 SQ0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0012!SPC MT       -   0.99987121  x   0.99952618  =   0.99939745
 SQ0012!UTM  13      -   0.99987121  x   0.99970652  =   0.99957777
 SQ0012
 SQ0012|---------------------------------------------------------------------|
 SQ0012| PID    Reference Object                     Distance      Geod. Az  |
 SQ0012|                                                           dddmmss.s |
 SQ0012| SQ0013 BEAR RM 1                            29.108 METERS 11704     |
 SQ0012| CQ5009 BEAR AZ MK                                         1512746.0 |
 SQ0012| SQ0014 BEAR RM 2                            22.249 METERS 19330     |
 SQ0012|---------------------------------------------------------------------|
 SQ0012
 SQ0012                          SUPERSEDED SURVEY CONTROL
 SQ0012
 SQ0012  NAD 83(1986)-  47 56 52.46682(N)    106 14 48.88841(W) AD(       ) 1
 SQ0012  NAD 27      -  47 56 52.41500(N)    106 14 46.80200(W) AD(       ) 1
 SQ0012  NGVD 29 (??/??/92)  837.995  (m)         2749.32   (f) ADJ UNCH    1 2
 SQ0012
 SQ0012.Superseded values are not recommended for survey control.
 SQ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0012.See file dsdata.txt to determine how the superseded data were derived.
 SQ0012
 SQ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP0689311263(NAD 83)
 SQ0012_MARKER: DS = TRIANGULATION STATION DISK
 SQ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0012_STAMPING: BEAR 1934
 SQ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0012+STABILITY: SURFACE MOTION
 SQ0012
 SQ0012  HISTORY     - Date     Condition        Report By
 SQ0012  HISTORY     - 1934     MONUMENTED       CGS
 SQ0012  HISTORY     - 1935     GOOD             CGS
 SQ0012  HISTORY     - 1948     GOOD             NGS
 SQ0012  HISTORY     - 1973     GOOD             USGS
 SQ0012
 SQ0012                          STATION DESCRIPTION
 SQ0012
 SQ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0012'STATION IS EIGHT MILES EAST-SOUTHEAST OF THE FORT PECK DAM
 SQ0012'ON THE HIGHEST GRASSY HILL OF THE DIVIDE BETWEEN BEAR CREEK
 SQ0012'AND THE MISSOURI RIVER.  IT IS ABOUT 0.9 MILE WEST OF THE
 SQ0012'FRAZER-ROCK CREEK POST ROUTE, 1 MILE WEST-NORTHWEST OF SOUTHEAST
 SQ0012'CORNER OF T. 26 N., R. 42 E.
 SQ0012'
 SQ0012'THE STATION IS REACHED FROM OSWEGO BY GOING SOUTH ON THE
 SQ0012'MAIN ROAD 2.7 MILES TO THE OSWEGO FERRY.  CROSS THE FERRY
 SQ0012'AND TAKE THE MAIN ROAD SOUTH 1.6 MILES TO A CROSSROADS.  TURN
 SQ0012'WEST ALONG THE FOOT OF THE BLUFFS AND FOLLOW THE MAIN ROAD,
 SQ0012'WHICH IS THE FRAZER-ROCK CREEK POST ROUTE, 17.5 MILES TO A
 SQ0012'TOWNSHIP CORNER POST AND A TRACK ROAD LEADING TO THE RIGHT
 SQ0012'OR IN A WESTERLY DIRECTION.  THE TOWNSHIP CORNER IS ABOUT
 SQ0012'150 FEET WEST OF THE POST ROUTE.  TAKE THE ROAD TO THE RIGHT
 SQ0012'AND GO 0.2 MILE TO A CROSSROADS.  KEEP ON STRAIGHT AHEAD AND
 SQ0012'ON THE MAIN ROAD 0.9 MILE TO THE TOP OF THE GRADE WHERE THE
 SQ0012'ROAD PASSES OVER THE HIGH HILL.  AT THE TOP OF THE GRADE
 SQ0012'TURN LEFT OFF THE ROAD AND FOLLOW THE RIDGE 0.1 MILE TO THE
 SQ0012'HIGHEST POINT AND THE STATION.
 SQ0012'
 SQ0012'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SQ0012'BRONZE DISKS SET IN CONCRETE.
 SQ0012'
 SQ0012'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.
 SQ0012'
 SQ0012'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.
 SQ0012'
 SQ0012'THE AZIMUTH MARK IS ABOUT 3/8 MILE SOUTHEAST OF THE STATION
 SQ0012'AND IS LOCATED ON AN OUTCROPPING OF ROCK.
 SQ0012'
 SQ0012'A 4-FOOT STAND WAS ERECTED.
 SQ0012
 SQ0012                          STATION RECOVERY (1935)
 SQ0012
 SQ0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAW)
 SQ0012'THIS STATION IS IN THE AREA AFFECTED BY THE CONSTRUCTION
 SQ0012'OF THE FORT PECK DAM.  THERE ARE MANY NEW TRUCK ROADS IN
 SQ0012'THIS VICINITY, MANY OF THESE CHANGING AS THE WORK PROGRESSES
 SQ0012'ON THE DAM.  UNTIL THE DAM IS COMPLETE LOCAL INQUIRY WILL
 SQ0012'BE THE MOST SATISFACTORY METHOD OF REACHING THE STATION.
 SQ0012
 SQ0012                          STATION RECOVERY (1948)
 SQ0012
 SQ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 SQ0012'12.1 MI SE FROM FORT PECK.
 SQ0012'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0012'PECK DAM AT FORT PECK, THENCE 8.75 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0012'ROAD, THENCE 0.1 MILE SOUTH ALONG A FENCE LINE, THENCE 0.3 MILE WEST
 SQ0012'ALONG A FENCE LINE TO THE TOP OF THE HIGHEST HILL IN THE VICINITY,
 SQ0012'95.5 FEET NORTHWEST OF BEAR R. M. 1, 73.0 FEET NORTH NORTHEAST OF BEAR
 SQ0012'R. M. 2, 1.3 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF
 SQ0012'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SQ0012
 SQ0012                          STATION RECOVERY (1973)
 SQ0012
 SQ0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RJP)
 SQ0012'REVISED ROUTE DESCRIPTION.  TO REACH THE STATION FROM THE
 SQ0012'SPILLWAY OF THE FT. PECK DAM (ABOUT 4 MILES EAST OF FT. PECK,
 SQ0012'MONT.), GO SOUTH ON STATE HWY. 24 FOR 6.5 MILES TO THE BEAR
 SQ0012'CREEK FISH CAMP TURNOFF.  AT THIS POINT GO THROUGH A GATE
 SQ0012'ON THE EAST SIDE OF THE ROAD AND 0.35 MILES SOUTH-EAST CROSS
 SQ0012'COUNTRY TO TOP OF RIDGE AND STATION.  STATION MARK--A USC
 SQ0012'AND GS DISK STAMPED BEAR 1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0617 ***********************************************************************
 SR0617  DESIGNATION -  BEAR
 SR0617  PID         -  SR0617
 SR0617  STATE/COUNTY-  MT/FERGUS
 SR0617  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0617
 SR0617                         *CURRENT SURVEY CONTROL
 SR0617  ___________________________________________________________________
 SR0617* NAD 83(1992)-  47 28 11.36505(N)    109 39 10.70523(W)     ADJUSTED  
 SR0617* NAVD 88     -      1076.962  (meters)    3533.33   (feet)  ADJUSTED  
 SR0617  ___________________________________________________________________
 SR0617  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 SR0617  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR0617  DYNAMIC HT  -        1076.911 (meters)    3533.17  (feet)  COMP
 SR0617  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 SR0617
 SR0617  HORZ ORDER  -  SECOND
 SR0617  VERT ORDER  -  SECOND    CLASS 0
 SR0617
 SR0617.The horizontal coordinates were established by classical geodetic methods
 SR0617.and adjusted by the National Geodetic Survey in July 1992..
 SR0617
 SR0617.The orthometric height was determined by differential leveling
 SR0617.and adjusted by the National Geodetic Survey in June 1991..
 SR0617
 SR0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0617
 SR0617.The geoid height was determined by GEOID03.
 SR0617
 SR0617.The dynamic height is computed by dividing the NAVD 88
 SR0617.geopotential number by the normal gravity value computed on the
 SR0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0617.degrees latitude (g = 980.6199 gals.).
 SR0617
 SR0617.The modeled gravity was interpolated from observed gravity values.
 SR0617
 SR0617;                    North         East     Units Scale Factor Converg.
 SR0617;SPC MT       -   357,790.320   588,474.460   MT  0.99942444   -0 06 42.8
 SR0617;SPC MT       - 1,173,852.76  1,930,690.49   iFT  0.99942444   -0 06 42.8
 SR0617;UTM  12      - 5,258,255.437   601,506.497   MT  0.99972662   +0 59 33.9
 SR0617
 SR0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0617!SPC MT       -   0.99983343  x   0.99942444  =   0.99925797
 SR0617!UTM  12      -   0.99983343  x   0.99972662  =   0.99956010
 SR0617
 SR0617:                Primary Azimuth Mark                     Grid Az
 SR0617:SPC MT       -  WIN                                      049 16 44.5
 SR0617:UTM  12      -  WIN                                      048 10 27.8
 SR0617
 SR0617|---------------------------------------------------------------------|
 SR0617| PID    Reference Object                     Distance      Geod. Az  |
 SR0617|                                                           dddmmss.s |
 SR0617| SR0336 WIN                                 APPROX.17.9 KM 0491001.7 |
 SR0617| SR0618 BEAR RM 1                             6.939 METERS 17504     |
 SR0617| SR0619 BEAR RM 2                             9.750 METERS 25324     |
 SR0617|---------------------------------------------------------------------|
 SR0617
 SR0617                          SUPERSEDED SURVEY CONTROL
 SR0617
 SR0617  NAD 83(1986)-  47 28 11.36240(N)    109 39 10.68652(W) AD(       ) 2
 SR0617  NAD 27      -  47 28 11.43700(N)    109 39 08.00700(W) AD(       ) 2
 SR0617  NGVD 29 (??/??/92) 1076.126  (m)         3530.59   (f) ADJ UNCH    2 0
 SR0617
 SR0617.Superseded values are not recommended for survey control.
 SR0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0617.See file dsdata.txt to determine how the superseded data were derived.
 SR0617
 SR0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT0150658255(NAD 83)
 SR0617_MARKER: DS = TRIANGULATION STATION DISK
 SR0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0617_STAMPING: BEAR 1961
 SR0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0617+STABILITY: SURFACE MOTION
 SR0617
 SR0617  HISTORY     - Date     Condition        Report By
 SR0617  HISTORY     - 1961     MONUMENTED       CGS
 SR0617  HISTORY     - 1961     GOOD             CGS
 SR0617  HISTORY     - 1973     GOOD             USGS
 SR0617
 SR0617                          STATION DESCRIPTION
 SR0617
 SR0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR0617'THE STATION IS LOCATED 14 MILES EAST AND 11 MILES NORTH OF
 SR0617'DENTON, 13 MILES WEST AND 5-1/2 MILES SOUTH OF WINIFRED AND IN
 SR0617'A PASTURE.
 SR0617'
 SR0617'TO REACH THE STATION FROM THE POST OFFICE IN DENTON, GO EAST
 SR0617'ON STATE ROUTE 235 FOR 1.65 MILES TO A SIDE ROAD LEFT, TURN LEFT
 SR0617'AND GO NORTH ON GRAVELED ROAD FOR 2.75 MILES TO A FORK, TAKE
 SR0617'RIGHT FORK AND GO EAST NORTH AND EAST FOR 3.7 MILES TO A SIDE
 SR0617'ROAD LEFT, CONTINUE EAST AND NORTH FOR 16.2 MILES TO A CROSSROAD
 SR0617'AND SCHOOLHOUSE IN NORTHEAST ANGLE, TURN LEFT AND GO WEST ON
 SR0617'DIRT ROAD FOR 0.5 MILE TO A GATE ON LEFT, TURN LEFT PASSING
 SR0617'THROUGH GATE AND GO SOUTHWEST FOR 0.15 MILE TO TOP OF KNOLL
 SR0617'AND STATION.
 SR0617'
 SR0617'THE STATION MARK IS A STANDARD DISK, STAMPED BEAR 1961, SET IN
 SR0617'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR0617'6-INCHES.  IT IS 4.9 FEET NORTHWEST OF THE WITNESS POST.
 SR0617'
 SR0617'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BEAR NO 1 1961,
 SR0617'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SR0617'PROJECTS 3-INCHES.  IT IS 18 FEET SOUTH OF THE WITNESS POST.
 SR0617'
 SR0617'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BEAR NO 2 1961,
 SR0617'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SR0617'PROJECTS 1-INCH.  IT IS 34 FEET WEST OF THE WITNESS POST.
 SR0617
 SR0617                          STATION RECOVERY (1961)
 SR0617
 SR0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SR0617'21.65 MI SW FROM WINIFRED.
 SR0617'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0617'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0617'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0617'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0617'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 6.8 MILES
 SR0617'SOUTH ALONG A GRAVELED ROAD TO THE BEAR SPRINGS SCHOOL, THENCE 0.5
 SR0617'MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTHWEST ACROSS
 SR0617'COUNTRY TO THE CREST OF A HILL, IN SECTION 26, T 20 N, R 16 E, 249
 SR0617'FEET EAST OF THE MORE EASTERLY OF TWO PINE TREES ON THE NORTH SLOPE OF
 SR0617'THE HILL, 32.0 FEET EAST OF BEAR R.M. 2, 22.7 FEET NORTH OF BEAR R.M.
 SR0617'1, 5.0 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0617'CONCRETE POST PROJECTING 5 INCHES.
 SR0617
 SR0617                          STATION RECOVERY (1973)
 SR0617
 SR0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JRP)
 SR0617'ABOUT 0.8 MI NORTHWEST ALONG A GRAVELED RD FROM THE CMST
 SR0617'P AND P STATION AT WINIFRED THENCE 4.0 MI WEST ALONG A GRAVEL
 SR0617'RD, THENCE 5.9 MI WEST ALONG A DIRT RD, THENCE 0.9 MI NORTHWEST
 SR0617'ALONG A DIRT RD, THENCE 2.55 MI WEST ALONG A DIRT RD, THENCE
 SR0617'6.8 MI SOUTH ALONG A GRAVEL RD, THENCE 0.5 MI WEST ALONG A
 SR0617'DIRT RD, THENCE 0.2 MI SOUTHWEST ACROSS COUNTRY TO THE CREST
 SR0617'OF A HILL, IN SECTION 26, T20N, R16E, 249 FT EAST OF THE
 SR0617'MORE EASTERLY OF TWO PINE TREES ON THE NORTH SLOPE OF THE
 SR0617'HILL, 32.0 FT EAST OF BEAR R.M. 2, 22.7 FT NORTH OF BEAR R.M.
 SR0617'1, 5.0 FT NORTHWEST OF A METAL WITNESS POST, AND SET IN
 SR0617'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0332 ***********************************************************************
 QV0332  DESIGNATION -  BEAR
 QV0332  PID         -  QV0332
 QV0332  STATE/COUNTY-  MT/BIG HORN
 QV0332  USGS QUAD   -  SHICK RANCH (1979)
 QV0332
 QV0332                         *CURRENT SURVEY CONTROL
 QV0332  ___________________________________________________________________
 QV0332* NAD 83(1993)-  45 20 13.93943(N)    107 30 06.48017(W)     ADJUSTED  
 QV0332* NAVD 88     -      1241.4    (meters)    4073.     (feet)  VERTCON   
 QV0332  ___________________________________________________________________
 QV0332  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 QV0332  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 QV0332
 QV0332  HORZ ORDER  -  THIRD
 QV0332
 QV0332.The horizontal coordinates were established by classical geodetic methods
 QV0332.and adjusted by the National Geodetic Survey in January 1997..
 QV0332
 QV0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0332
 QV0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0332
 QV0332.The geoid height was determined by GEOID03.
 QV0332
 QV0332;                    North         East     Units Scale Factor Converg.
 QV0332;SPC MT       -   122,833.519   756,578.802   MT  0.99981433   +1 27 42.1
 QV0332;SPC MT       -   402,997.11  2,482,213.92   iFT  0.99981433   +1 27 42.1
 QV0332;UTM  13      - 5,023,455.587   303,980.543   MT  1.00007245   -1 46 47.9
 QV0332
 QV0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0332!SPC MT       -   0.99980762  x   0.99981433  =   0.99962198
 QV0332!UTM  13      -   0.99980762  x   1.00007245  =   0.99988005
 QV0332
 QV0332:                Primary Azimuth Mark                     Grid Az
 QV0332:SPC MT       -  SUNDAY                                   242 33 04.3
 QV0332:UTM  13      -  SUNDAY                                   245 47 34.3
 QV0332
 QV0332|---------------------------------------------------------------------|
 QV0332| PID    Reference Object                     Distance      Geod. Az  |
 QV0332|                                                           dddmmss.s |
 QV0332| QV0331 SUNDAY                              APPROX. 4.4 KM 2440046.4 |
 QV0332|---------------------------------------------------------------------|
 QV0332
 QV0332                          SUPERSEDED SURVEY CONTROL
 QV0332
 QV0332  NAD 83(1992)-  45 20 13.93431(N)    107 30 06.46787(W) AD(       ) 3
 QV0332  NAD 83(1986)-  45 20 13.93180(N)    107 30 06.46388(W) AD(       ) 3
 QV0332  NAD 27      -  45 20 14.06323(N)    107 30 04.11093(W) AD(       ) 3
 QV0332  NGVD 29 (07/19/86) 1240.6    (m)         4070.     (f) VERT ANG       
 QV0332
 QV0332.Superseded values are not recommended for survey control.
 QV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0332.See file dsdata.txt to determine how the superseded data were derived.
 QV0332
 QV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL0398123456(NAD 83)
 QV0332_MARKER: DD = SURVEY DISK
 QV0332_SETTING: 0 = UNSPECIFIED SETTING
 QV0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0332
 QV0332  HISTORY     - Date     Condition        Report By
 QV0332  HISTORY     - 1957     MONUMENTED       USGS
 QV0332
 QV0332                          STATION DESCRIPTION
 QV0332
 QV0332'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0332'STATION IS LOCATED W. OF LODGE GRASS 9.0 MI. AIR IN THE SE.1/4 OF SEC
 QV0332'2. T.6 S., R.34 E., ON THE DIVIDE BETWEEN BEAR CREEK AND SUNDAY CREEK.
 QV0332'
 QV0332'TO REACH FROM LODGE GRASS R.R.DEPOT GO SW. ALONG THE LODGE GRASS
 QV0332'CREEK RD. FOR 5.4 MI. THEN TURN RIGHT NW. ON TO THE ST. XAVIER CUT OFF
 QV0332'RD. AND FOLLOW FOR 6.3 MI. TO TOP OF DIVIDE, THEN TURN RIGHT N. ON
 QV0332'WELL TRAVELED TRACK RD. AND FOLLOW FOR 1.1 MI. TO T-RD. AT TOP OF HIGH
 QV0332'HILL, BEARING NE. CONTINUE TO FOLLOW RD. FOR 0.4 MI. TO RD. FORK, TAKE
 QV0332'RIGHT FORK OF RD. AND FOLLOW IN A NORTHEASTERLY DIRECTION ALONG DIVIDE
 QV0332'BETWEEN BEAR CREEK AND SUNDAY CREEK FOR 2.7 MI. TO FOOT OF A HIGH,
 QV0332'PROMINIENT CONE SHAPED HILL, STATION MARK IS ABOUT 500 FT. N. OF RD.
 QV0332'AT TOP OF HILL.
 QV0332'
 QV0332'STATION MARK - USGS STANDARD TABLET STAMPED ---BEAR 1957--- SET IN TOP
 QV0332'OF CONCRETE POST.
 QV0332'
 QV0332'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0545 ***********************************************************************
 QW0545  DESIGNATION -  BEAR
 QW0545  PID         -  QW0545
 QW0545  STATE/COUNTY-  MT/CARBON
 QW0545  USGS QUAD   -  BEAR CANYON (1985)
 QW0545
 QW0545                         *CURRENT SURVEY CONTROL
 QW0545  ___________________________________________________________________
 QW0545* NAD 83(1993)-  45 04 00.31521(N)    108 33 28.53913(W)     ADJUSTED  
 QW0545* NAVD 88     -      1554.7    (meters)    5101.     (feet)  VERTCON   
 QW0545  ___________________________________________________________________
 QW0545  LAPLACE CORR-           8.32  (seconds)                    DEFLEC99
 QW0545  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 QW0545
 QW0545  HORZ ORDER  -  FIRST
 QW0545
 QW0545.The horizontal coordinates were established by classical geodetic methods
 QW0545.and adjusted by the National Geodetic Survey in January 1997..
 QW0545
 QW0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0545
 QW0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0545
 QW0545.The geoid height was determined by GEOID03.
 QW0545
 QW0545;                    North         East     Units Scale Factor Converg.
 QW0545;SPC MT       -    91,228.952   674,188.418   MT  0.99996059   +0 41 20.9
 QW0545;SPC MT       -   299,307.59  2,211,904.26   iFT  0.99996059   +0 41 20.9
 QW0545;SPC WYEC     -   608,012.117   303,562.839   MT  1.00005182   -0 52 01.2
 QW0545;UTM  12      - 4,993,267.291   692,248.986   MT  1.00005448   +1 43 45.6
 QW0545
 QW0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0545!SPC MT       -   0.99975819  x   0.99996059  =   0.99971879
 QW0545!SPC WYEC     -   0.99975819  x   1.00005182  =   0.99981000
 QW0545!UTM  12      -   0.99975819  x   1.00005448  =   0.99981266
 QW0545
 QW0545:                Primary Azimuth Mark                     Grid Az
 QW0545:SPC MT       -  BEAR AZ MK                               031 54 49.3
 QW0545:SPC WYEC     -  BEAR AZ MK                               033 28 11.4
 QW0545:UTM  12      -  BEAR AZ MK                               030 52 24.6
 QW0545
 QW0545|---------------------------------------------------------------------|
 QW0545| PID    Reference Object                     Distance      Geod. Az  |
 QW0545|                                                           dddmmss.s |
 QW0545| CQ5015 BEAR AZ MK                                         0323610.2 |
 QW0545| CQ5016 BEAR RM 1                             6.985 METERS 07007     |
 QW0545| CQ5017 BEAR RM 2                             7.408 METERS 18602     |
 QW0545|---------------------------------------------------------------------|
 QW0545
 QW0545                          SUPERSEDED SURVEY CONTROL
 QW0545
 QW0545  NAD 83(1992)-  45 04 00.30796(N)    108 33 28.52397(W) AD(       ) 1
 QW0545  NAD 83(1986)-  45 04 00.30794(N)    108 33 28.52304(W) AD(       ) 1
 QW0545  NAD 27      -  45 04 00.48490(N)    108 33 26.06710(W) AD(       ) 1
 QW0545  NGVD 29 (07/19/86) 1553.8    (m)         5098.     (f) VERT ANG       
 QW0545
 QW0545.Superseded values are not recommended for survey control.
 QW0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0545.See file dsdata.txt to determine how the superseded data were derived.
 QW0545
 QW0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9224993267(NAD 83)
 QW0545_MARKER: DD = SURVEY DISK
 QW0545_SETTING: 80 = SET IN A BOULDER
 QW0545_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QW0545
 QW0545  HISTORY     - Date     Condition        Report By
 QW0545  HISTORY     - 1957     MONUMENTED       USFS
 QW0545  HISTORY     - 1964     GOOD             USGS
 QW0545  HISTORY     - 1989     GOOD             USAF
 QW0545
 QW0545                          STATION DESCRIPTION
 QW0545
 QW0545'DESCRIBED BY US FOREST SERVICE 1957 (OSR)
 QW0545'STATION IS ABOUT 5 MILES EAST AND 1 MILE NORTH OF WARREN, 4-1/2
 QW0545'MILES NORTH OF MONTANA-WYOMING STATE LINE AND ON THE HIGHEST
 QW0545'POINT OF A LOCALLY PROMINENT AND ISOLATED HILL.
 QW0545'
 QW0545'TO REACH FROM THE MAIN INTERSECTION AT FRANNIE, WYOMING, GO
 QW0545'NORTHERLY ON U.S. HIGHWAY 310 FOR 6.4 MILES TO A CROSSROADS
 QW0545'AT OLSONS BAR ON THE RIGHT.  TURN RIGHT AND FOLLOW GRAVEL
 QW0545'ROAD EASTERLY FOR 0.25 MILE TO SIDE ROAD LEFT.  CONTINUE
 QW0545'EASTERLY FOR 2.7 MILES TO A FORK WHERE THE MAIN TRAVELED ROAD
 QW0545'TURNS LEFT.  TAKE RIGHT FORK AND CONTINUE EASTERLY ON GRADED
 QW0545'ROAD FOR 3.0 MILES TO A CROSSROADS.  TURN RIGHT AND FOLLOW
 QW0545'TRACK ROAD SOUTHERLY FOR 0.1 MILE TO AZIMUTH MARK ON LEFT.
 QW0545'CONTINUE ON TRACK ROAD FOR 0.35 MILE, THENCE LEFT ACROSS
 QW0545'COUNTRY, EAST, TOWARDS HILL ABOUT 0.1 MILE TO END OF TRUCK
 QW0545'TRAVEL AT THE WEST BASE OF HILL.  PACK EASTERLY ABOUT 0.1 MILE
 QW0545'TO HIGHEST POINT OF HILL AND STATION.
 QW0545'
 QW0545'STATION MARK IS A BRONZE, U.S. FOREST SERVICE DISK, STAMPED
 QW0545'BEAR 1957.  IT IS CEMENTED IN A DRILL HOLE IN A 4 X 2 FOOT
 QW0545'BOULDER WHICH PROJECTS 3 INCHES AND IS 14 FEET SOUTHWEST OF A
 QW0545'CAIRN.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET SOUTHEAST
 QW0545'OF THE MARK.
 QW0545'
 QW0545'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAR USFS NO 1 1957.
 QW0545'IT IS CEMENTED IN A DRILL HOLE IN A 2 X 1 FOOT BOULDER WHICH
 QW0545'PROJECTS 6 INCHES AND IS 15 FEET SOUTHEAST OF CAIRN.
 QW0545'
 QW0545'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAR USFS NO 2 1957.
 QW0545'IT IS CEMENTED IN A DRILL HOLE IN A 5 X 4 FOOT BOULDER WHICH
 QW0545'PROJECTS 10 INCHES.
 QW0545'
 QW0545'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAR USFS 1957.  IT IS
 QW0545'CEMENTED IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER WHICH PROJECTS
 QW0545'4 INCHES AND IS 49 FEET SOUTH OF THE TRACK ROAD CENTER.  A
 QW0545'4 IN X 4 IN WHITE WITNESS POST WAS SET 4 FEET EAST OF THE MARK.
 QW0545
 QW0545                          STATION RECOVERY (1964)
 QW0545
 QW0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (GRS)
 QW0545'TO REACH FROM THE MAIN INTERSECTION AT FRANNIE, WYOMING, GO NORTHERLY
 QW0545'ON U.S. HIGHWAY 310 FOR 6.7 MILES TO A CROSSROADS AT OLSONS
 QW0545'BAR ON THE RIGHT (WARREN, MONTANA).  TURN RIGHT AND FOLLOW
 QW0545'GRAVEL ROAD EASTERLY FOR 2.8 MILES TO A FORK WHERE THE MAIN
 QW0545'TRAVELED ROAD TURNS LEFT.  TAKE RIGHT FORK AND CONTINUE
 QW0545'EASTERLY ON GRADED ROAD FOR 3.5 MILES TO A CROSSROADS.  TURN
 QW0545'RIGHT AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.1 MILE TO AZIMUTH
 QW0545'MARK ON LEFT.  CONTINUE ON TRACK ROAD FOR 0.35 MILE, ETC.
 QW0545'1957 DESCRIPTION IS CORRECT FROM AZIMUTH MARK TO STATION.
 QW0545
 QW0545                          STATION RECOVERY (1989)
 QW0545
 QW0545'RECOVERY NOTE BY US AIR FORCE 1989 (ESL)
 QW0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0566 ***********************************************************************
 RU0566  DESIGNATION -  BEAR
 RU0566  PID         -  RU0566
 RU0566  STATE/COUNTY-  MT/TREASURE
 RU0566  USGS QUAD   -  GRIFFIN COULEE SW (1971)
 RU0566
 RU0566                         *CURRENT SURVEY CONTROL
 RU0566  ___________________________________________________________________
 RU0566* NAD 83(1992)-  46 05 07.64840(N)    106 58 27.10306(W)     ADJUSTED  
 RU0566* NAVD 88     -      1115.1    (meters)    3658.     (feet)  VERTCON   
 RU0566  ___________________________________________________________________
 RU0566  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 RU0566  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 RU0566
 RU0566  HORZ ORDER  -  SECOND
 RU0566
 RU0566.The horizontal coordinates were established by classical geodetic methods
 RU0566.and adjusted by the National Geodetic Survey in July 1992..
 RU0566
 RU0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0566
 RU0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0566
 RU0566.The geoid height was determined by GEOID03.
 RU0566
 RU0566;                    North         East     Units Scale Factor Converg.
 RU0566;SPC MT       -   207,120.515   795,228.577   MT  0.99952234   +1 50 51.5
 RU0566;SPC MT       -   679,529.25  2,609,017.64   iFT  0.99952234   +1 50 51.5
 RU0566;UTM  13      - 5,105,437.134   347,370.104   MT  0.99988638   -1 25 20.8
 RU0566
 RU0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0566!SPC MT       -   0.99982755  x   0.99952234  =   0.99934997
 RU0566!UTM  13      -   0.99982755  x   0.99988638  =   0.99971395
 RU0566
 RU0566|---------------------------------------------------------------------|
 RU0566| PID    Reference Object                     Distance      Geod. Az  |
 RU0566|                                                           dddmmss.s |
 RU0566| CQ5013 BEAR RM 1                            16.969 METERS 02306     |
 RU0566| RU0567 NANSEL                              APPROX. 9.4 KM 0450210.4 |
 RU0566| CQ5014 BEAR RM 2                            16.852 METERS 27442     |
 RU0566|---------------------------------------------------------------------|
 RU0566
 RU0566                          SUPERSEDED SURVEY CONTROL
 RU0566
 RU0566  NAD 83(1986)-  46 05 07.63992(N)    106 58 27.08025(W) AD(       ) 2
 RU0566  NAD 27      -  46 05 07.67586(N)    106 58 24.91496(W) AD(       ) 2
 RU0566  NGVD 29 (07/19/86) 1114.4    (m)         3656.     (f) VERT ANG       
 RU0566
 RU0566.Superseded values are not recommended for survey control.
 RU0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0566.See file dsdata.txt to determine how the superseded data were derived.
 RU0566
 RU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM4737005437(NAD 83)
 RU0566_MARKER: DD = SURVEY DISK
 RU0566_SETTING: 0 = UNSPECIFIED SETTING
 RU0566
 RU0566  HISTORY     - Date     Condition        Report By
 RU0566  HISTORY     - 1971     MONUMENTED       USGS
 RU0566
 RU0566                          STATION DESCRIPTION
 RU0566
 RU0566'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (EGE)
 RU0566'THE STATION IS LOCATED SOUTH 49 DEGREES WEST, ABOUT 19 MILES FROM
 RU0566'FORSYTH, MONTANA, ON HIGHEST GRASSY MOUND IN SECTION 23, TOWNSHIP 4
 RU0566'NORTH, RANGE 38 EAST, ON LAND OWNED BY ROBERT BAKER WHO LIVES ABOUT
 RU0566'1.5 MILES SOUTHEAST OF STATION SITE.
 RU0566'
 RU0566'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 10 AND 12 AT THE
 RU0566'WEST EDGE OF FORSYTH, MONTANA, GO WEST 21.8 MILES ALONG
 RU0566'U.S. HIGHWAYS 10 AND I-94 TO THE SARPY CREEK ROAD EXIT.  EXIT AND
 RU0566'GO SOUTH 11.0 MILES ALONG THE SARPY CREEK ROAD (STATE SECONDARY
 RU0566'415) TO A ROAD FORK AND SIGNS BEAR CREEK AND RESERVATION CREEK.
 RU0566'GO LEFT (EAST) UP BEAR CREEK ON GRAVELED ROAD 7.5 MILES TO A DIM
 RU0566'TRACK ROAD JUNCTION LEFT (NORTH).  GO LEFT (NORTH) ON DIM TRACK
 RU0566'ROAD 1.0 MILE, CROSSING ON TOP OF A SMALL DAM TO THE TOP OF THE
 RU0566'BLUFFS.  STATION IS ABOUT 300 FEET WEST OF ROAD ON HIGH
 RU0566'GROUND AND 8 FEET WEST OF A USGS WITNESS SIGN BOLTED TO A METAL
 RU0566'POST.
 RU0566'
 RU0566'STATION MARK AND REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED TO
 RU0566'COPPER COATED STEEL RODS, DRIVEN TO REFUSAL AT THE DEPTHS
 RU0566'INDICATED, AND CENTERED IN GRAVEL FILLED PLASTIC TILE 6 INCHES IN
 RU0566'DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE GROUND.
 RU0566'
 RU0566'STATION MARK--THE ROD WAS DRIVEN 15 FEET.  THE TABLET WAS STAMPED
 RU0566'BEAR ET 1971.
 RU0566'
 RU0566'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 10 FEET, THE TABLET IS
 RU0566'STAMPED 1971 BEAR ET NO. 1.
 RU0566'
 RU0566'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 10 FEET, THE TABLET IS
 RU0566'STAMPED 1971 BEAR ET NO. 2.
 RU0566'
 RU0566'STATION NANSEL ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 RU0566'AND WILL SERVE AS AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM A
 RU0566'STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1066 ***********************************************************************
 SR1066  DESIGNATION -  BEAR
 SR1066  PID         -  SR1066
 SR1066  STATE/COUNTY-  MT/PETROLEUM
 SR1066  USGS QUAD   -  TEIGEN NW (1986)
 SR1066
 SR1066                         *CURRENT SURVEY CONTROL
 SR1066  ___________________________________________________________________
 SR1066* NAD 83(1992)-  47 12 38.65877(N)    108 41 04.19566(W)     ADJUSTED  
 SR1066* NAVD 88     -      1027.3    (meters)    3370.     (feet)  VERTCON   
 SR1066  ___________________________________________________________________
 SR1066  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 SR1066  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 SR1066
 SR1066  HORZ ORDER  -  FIRST
 SR1066
 SR1066.The horizontal coordinates were established by classical geodetic methods
 SR1066.and adjusted by the National Geodetic Survey in July 1992..
 SR1066
 SR1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1066
 SR1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1066
 SR1066.The geoid height was determined by GEOID03.
 SR1066
 SR1066;                    North         East     Units Scale Factor Converg.
 SR1066;SPC MT       -   329,313.056   661,741.193   MT  0.99939860   +0 35 47.6
 SR1066;SPC MT       - 1,080,423.41  2,171,066.91   iFT  0.99939860   +0 35 47.6
 SR1066;UTM  12      - 5,231,183.912   675,340.324   MT  0.99997785   +1 41 58.8
 SR1066
 SR1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1066!SPC MT       -   0.99984118  x   0.99939860  =   0.99923988
 SR1066!UTM  12      -   0.99984118  x   0.99997785  =   0.99981903
 SR1066
 SR1066|---------------------------------------------------------------------|
 SR1066| PID    Reference Object                     Distance      Geod. Az  |
 SR1066|                                                           dddmmss.s |
 SR1066| CQ5010 BEAR RM 1                            12.286 METERS 08133     |
 SR1066| CQ5012 BEAR RM 3 AZIMUTH                                  2053730.7 |
 SR1066| CQ5011 BEAR RM 2                            12.290 METERS 22452     |
 SR1066|---------------------------------------------------------------------|
 SR1066
 SR1066                          SUPERSEDED SURVEY CONTROL
 SR1066
 SR1066  NAD 83(1986)-  47 12 38.65523(N)    108 41 04.17574(W) AD(       ) 1
 SR1066  NAD 27      -  47 12 38.72973(N)    108 41 01.66313(W) AD(       ) 1
 SR1066  NGVD 29 (07/19/86) 1026.5    (m)         3368.     (f) VERT ANG       
 SR1066
 SR1066.Superseded values are not recommended for survey control.
 SR1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1066.See file dsdata.txt to determine how the superseded data were derived.
 SR1066
 SR1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT7534031184(NAD 83)
 SR1066_MARKER: DS = TRIANGULATION STATION DISK
 SR1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1066
 SR1066  HISTORY     - Date     Condition        Report By
 SR1066  HISTORY     - 1972     MONUMENTED       NGS
 SR1066
 SR1066                          STATION DESCRIPTION
 SR1066
 SR1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1066'THE STATION IS LOCATED ABOUT 21 MILES NORTHWEST OF WINNETT, 14 MILES
 SR1066'NORTH-NORTHEAST OF GRASSRANGE, 5.5 MILES EAST OF STATE HIGHWAY 19
 SR1066'AND ON PROPERTY OWNED BY MR. DOUG DELANEY OF GRASSRANGE, MONTANA.
 SR1066'
 SR1066'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 87 AND STATE
 SR1066'HIGHWAYS 19 AND 200 ABOUT 0.5 MILE NORTH OF GRASSRANGE, GO NORTH ON
 SR1066'STATE HIGHWAY 19 FOR 7.75 MILES TO A BRIDGE OVER LITTLE BOX ELDER
 SR1066'CREEK.  CONTINUE NORTH ON STATE HIGHWAY 19 FOR 0.2 MILE TO A
 SR1066'CROSSROAD.  TURN RIGHT, GO EAST ON GRAVELED ROAD FOR 6.1 MILES TO
 SR1066'A FORK.  KEEP LEFT FORK NORTH AND EAST ON GRAVELED ROAD FOR 1.15
 SR1066'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 2.05 MILES
 SR1066'TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE NORTH FOR 0.25
 SR1066'MILE TO A GATE ON THE RIGHT.  TURN RIGHT AND PASS THROUGH GATE, GO
 SR1066'EAST ON TRACK ROAD FOR 0.1 MILE TO THE BASE OF A SMALL HILL.
 SR1066'TURN LEFT AND GO NORTH UPHILL FOR 0.1 MILE TO THE TOP OF HILL AND
 SR1066'STATION.
 SR1066'
 SR1066'THE MARKS ARE STANDARD TRIANGULATION DISKS STAMPED BEAR 1972.  THE
 SR1066'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 SR1066'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3.5 FEET
 SR1066'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 SR1066'UNDERGROUND DISK IS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 SR1066'
 SR1066'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAR NO 1 1972, SET IN
 SR1066'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 SR1066'ABOVE THE GROUND.  IT IS 42 FEET EAST-NORTHEAST OF THE METAL WITNESS
 SR1066'POST WITH SIGN ATTACHED.
 SR1066'
 SR1066'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEAR NO 2 1972, SET IN
 SR1066'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 SR1066'ABOVE THE GROUND.  IT IS 37.5 FEET SOUTHWEST OF THE METAL WITNESS
 SR1066'POST WITH SIGN ATTACHED.
 SR1066'
 SR1066'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAR NO 3 1972, SET IN
 SR1066'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 SR1066'ABOVE THE GROUND.  IT IS 22 FEET EAST OF THE CENTER OF ROAD, 3 FEET
 SR1066'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1
 SR1066'FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0414 ***********************************************************************
 QV0414  DESIGNATION -  BEAR
 QV0414  PID         -  QV0414
 QV0414  STATE/COUNTY-  MT/BIG HORN
 QV0414  USGS QUAD   -  KID CREEK (1967)
 QV0414
 QV0414                         *CURRENT SURVEY CONTROL
 QV0414  ___________________________________________________________________
 QV0414* NAD 83(1993)-  45 08 30.06600(N)    107 09 41.88188(W)     ADJUSTED  
 QV0414* NAVD 88     -      1538.6    (meters)    5048.     (feet)  VERTCON   
 QV0414  ___________________________________________________________________
 QV0414  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 QV0414  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 QV0414
 QV0414  HORZ ORDER  -  THIRD
 QV0414
 QV0414.The horizontal coordinates were established by classical geodetic methods
 QV0414.and adjusted by the National Geodetic Survey in January 1997..
 QV0414
 QV0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0414
 QV0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0414
 QV0414.The geoid height was determined by GEOID03.
 QV0414
 QV0414;                    North         East     Units Scale Factor Converg.
 QV0414;SPC MT       -   101,854.567   783,875.390   MT  0.99991791   +1 42 37.9
 QV0414;SPC MT       -   334,168.53  2,571,769.65   iFT  0.99991791   +1 42 37.9
 QV0414;UTM  13      - 5,000,963.051   330,050.739   MT  0.99995515   -1 31 57.5
 QV0414
 QV0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0414!SPC MT       -   0.99976100  x   0.99991791  =   0.99967893
 QV0414!UTM  13      -   0.99976100  x   0.99995515  =   0.99971617
 QV0414
 QV0414                          SUPERSEDED SURVEY CONTROL
 QV0414
 QV0414  NAD 83(1992)-  45 08 30.05852(N)    107 09 41.86908(W) AD(       ) 3
 QV0414  NAD 83(1986)-  45 08 30.05268(N)    107 09 41.86462(W) AD(       ) 3
 QV0414  NGVD 29 (02/04/91) 1537.8    (m)         5045.     (f) VERT ANG       
 QV0414
 QV0414.Superseded values are not recommended for survey control.
 QV0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0414.See file dsdata.txt to determine how the superseded data were derived.
 QV0414
 QV0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL3005100963(NAD 83)
 QV0414_MARKER: DS = TRIANGULATION STATION DISK
 QV0414_SETTING: 66 = SET IN ROCK OUTCROP
 QV0414_SP_SET: SET IN ROCK OUTCROP
 QV0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QV0414+STABILITY: POSITION/ELEVATION WELL
 QV0414
 QV0414  HISTORY     - Date     Condition        Report By
 QV0414  HISTORY     - 1966     MONUMENTED       USGS
 QV0414
 QV0414                          STATION DESCRIPTION
 QV0414
 QV0414'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0414'LOCATED ABOUT 12 MI. S. AND 10 MI. E. OF LODGE GRASS, MONTANA, ON A
 QV0414'POINT OVERLOOKING THE HEAD OF BEAR CREEK.
 QV0414'
 QV0414'TO REACH FROM LODGE GRASS, GO S. 0.8 MI. ON U.S. HIGHWAY 87 TO E-W.
 QV0414'GRAVEL CROSSROADS, GO LEFT (E.) 1.0 MI. TO T-RD. S., GO RIGHT (S.)
 QV0414'3.9 MI. TO GRAVEL T-RD. S., CONTINUE STRAIGHT AHEAD (E.) 8.4 MI.
 QV0414'UP SIOUX PASS CREEK TO T-RD. E. NEAR TOP OF DIVIDE, GO RIGHT (SE.)
 QV0414'8.0 MI. TO RANCH, CONTINUE 2.1 MI. SW. ON RD. ALONG DIVIDE TO N. EDGE
 QV0414'OF CULTIVATED FIELD ON THE RIGHT, LEAVE RD. AND GO 0.7 MI. W. ALONG
 QV0414'N. SIDE OF FIELD TO W. END OF POINT AND STATION.
 QV0414'
 QV0414'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED---BEAR ET 1966---
 QV0414'SET IN LARGE FLAT LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1172 ***********************************************************************
 SR1172  DESIGNATION -  BEAR
 SR1172  PID         -  SR1172
 SR1172  STATE/COUNTY-  MT/BLAINE
 SR1172  USGS QUAD   -  GALLATIN RAPIDS (1954)
 SR1172
 SR1172                         *CURRENT SURVEY CONTROL
 SR1172  ___________________________________________________________________
 SR1172* NAD 83(1992)-  47 44 35.77769(N)    109 26 51.07376(W)     ADJUSTED  
 SR1172* NAVD 88     -      1002.7    (meters)    3290.     (feet)  VERTCON   
 SR1172  ___________________________________________________________________
 SR1172  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 SR1172  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 SR1172
 SR1172  HORZ ORDER  -  THIRD
 SR1172
 SR1172.The horizontal coordinates were established by classical geodetic methods
 SR1172.and adjusted by the National Geodetic Survey in July 1992..
 SR1172
 SR1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1172
 SR1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1172
 SR1172.The geoid height was determined by GEOID03.
 SR1172
 SR1172;                    North         East     Units Scale Factor Converg.
 SR1172;SPC MT       -   388,166.252   603,933.622   MT  0.99947402   +0 02 18.2
 SR1172;SPC MT       - 1,273,511.33  1,981,409.52   iFT  0.99947402   +0 02 18.2
 SR1172;UTM  12      - 5,288,933.689   616,380.044   MT  0.99976644   +1 08 57.0
 SR1172
 SR1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1172!SPC MT       -   0.99984518  x   0.99947402  =   0.99931929
 SR1172!UTM  12      -   0.99984518  x   0.99976644  =   0.99961166
 SR1172
 SR1172                          SUPERSEDED SURVEY CONTROL
 SR1172
 SR1172  NAD 83(1986)-  47 44 35.77519(N)    109 26 51.05553(W) AD(       ) 3
 SR1172  NGVD 29 (05/18/92) 1001.9    (m)         3287.     (f) VERT ANG       
 SR1172
 SR1172.Superseded values are not recommended for survey control.
 SR1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1172.See file dsdata.txt to determine how the superseded data were derived.
 SR1172
 SR1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1638088934(NAD 83)
 SR1172_MARKER: DS = TRIANGULATION STATION DISK
 SR1172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1172
 SR1172  HISTORY     - Date     Condition        Report By
 SR1172  HISTORY     - 1889     MONUMENTED       MORC
 SR1172  HISTORY     - 1952     GOOD             USGS
 SR1172
 SR1172                          STATION DESCRIPTION
 SR1172
 SR1172'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SR1172'FOLLOWING DESCRIPTION BY USGS, 1952
 SR1172'
 SR1172'STATION IS LOCATED 12 AIRLINE MI. N. AND 3 AIRLINE MI. W. OF WINIFRED,
 SR1172'MONTANA, IN SEC. 29, R 18 E, T 23 N, ON A SMALL TOP 0.5 MI. E. OF THE
 SR1172'A.E. SANFORD RANCH.  IT IS 100 FT. S. OF THE FENCE CORNER WHERE AN
 SR1172'ELECTRIC FENCE RUNS S.
 SR1172'
 SR1172'TO REACH THE STATION FROM WINIFRED, MONTANA, GO N. AND W. FOR 26.2 MI.
 SR1172'TO THE P. AND N. FERRY, CROSS THE MISSOURI RIVER AND CONTINUE N. AND
 SR1172'W. ON THE BIG SANDY RD. FOR 20.3 MI. TO THE EAGLETON RD. JUNCTION,
 SR1172'THENCE E. AND N. ON MAIN TRAVELED RD. FOR 10.5 MI. TO THE BIG
 SR1172'SANDY-CHINOOK RD., THENCE EASTERLY ON THE MAIN TRAVELED RD. FOR 19.4
 SR1172'MI. TO THE CHINOOK-LEWISTOWN RD., THENCE S. ON THE MAIN TRAVELED RD.
 SR1172'FOR 4.0 MI. TO THE ALICE NASH CEMETERY, THENCE E. 1.6 MI., THENCE
 SR1172'SOUTHERLY 7.8 MI. TO A RD. JUNCTION, THENCE RIGHT (W.) FOR 1.1 MI. TO
 SR1172'A RD. JUNCTION, THENCE ON LEFT FORK (STRAIGHT AHEAD) FOR 0.9 MI. TO A
 SR1172'GATE, GO THROUGH GATE AND CONTINUE ON MAIN RD. S. FOR 0.3 MI. TO A RD.
 SR1172'JUNCTION, THENCE ON LEFT FORK (S.) FOR 0.5 MI. TO A GATE, GO THROUGH
 SR1172'GATE AND CONTINUE ON MAIN RD. (S. AND W.) FOR 0.4 MI. TO A RD.
 SR1172'JUNCTION, CONTINUE ON MAIN TRAVELED RD. (S-W.) FOR 0.3 MI. TO A GATE,
 SR1172'GO THROUGH GATE AND CONTINUE ON MAIN RD. FOR 0.4 MI. TO A GATE, GO
 SR1172'THROUGH GATE AND FOLLOW MAIN RD. 0.1 MI. TO A GATE AT CORNER OF FENCE,
 SR1172'GO THROUGH GATE, TURN HARD LEFT (E.) ON TRACK RD. FOR 0.2 MI. TO A
 SR1172'SADDLE, THENCE ON DIM TRACK RD. SE. FOR 0.1 MI. TO TOP OF RIDGE AND
 SR1172'STATION.
 SR1172'
 SR1172'STATION MARK--STANDARD MORC IRON CAP BOLTED ON AN IRON PIPE,
 SR1172'PROJECTING 4 IN. ABOVE GROUND.  NO ADDITIONAL STAMPING ON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0614 ***********************************************************************
 SQ0614  DESIGNATION -  BEAR
 SQ0614  PID         -  SQ0614
 SQ0614  STATE/COUNTY-  MT/GARFIELD
 SQ0614  USGS QUAD   -  MALONEY HILL (1985)
 SQ0614
 SQ0614                         *CURRENT SURVEY CONTROL
 SQ0614  ___________________________________________________________________
 SQ0614* NAD 83(1992)-  47 30 25.50497(N)    106 59 28.13870(W)     ADJUSTED  
 SQ0614* NAVD 88     -       927.6    (meters)    3043.     (feet)  VERTCON   
 SQ0614  ___________________________________________________________________
 SQ0614  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 SQ0614  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 SQ0614
 SQ0614  HORZ ORDER  -  THIRD
 SQ0614
 SQ0614.The horizontal coordinates were established by classical geodetic methods
 SQ0614.and adjusted by the National Geodetic Survey in July 1992..
 SQ0614
 SQ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0614
 SQ0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0614
 SQ0614.The geoid height was determined by GEOID03.
 SQ0614
 SQ0614;                    North         East     Units Scale Factor Converg.
 SQ0614;SPC MT       -   364,944.332   788,860.249   MT  0.99942985   +1 50 06.8
 SQ0614;SPC MT       - 1,197,323.92  2,588,124.18   iFT  0.99942985   +1 50 06.8
 SQ0614;UTM  13      - 5,263,438.536   350,062.468   MT  0.99987628   -1 28 06.5
 SQ0614
 SQ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0614!SPC MT       -   0.99985706  x   0.99942985  =   0.99928699
 SQ0614!UTM  13      -   0.99985706  x   0.99987628  =   0.99973336
 SQ0614
 SQ0614                          SUPERSEDED SURVEY CONTROL
 SQ0614
 SQ0614  NAD 83(1986)-  47 30 25.49409(N)    106 59 28.11940(W) AD(       ) 3
 SQ0614  NGVD 29 (06/10/92)  926.9    (m)         3041.     (f) VERT ANG       
 SQ0614
 SQ0614.Superseded values are not recommended for survey control.
 SQ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0614.See file dsdata.txt to determine how the superseded data were derived.
 SQ0614
 SQ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN5006263439(NAD 83)
 SQ0614_MARKER: DS = TRIANGULATION STATION DISK
 SQ0614_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0614_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0614
 SQ0614  HISTORY     - Date     Condition        Report By
 SQ0614  HISTORY     - 1957     MONUMENTED       USGS
 SQ0614
 SQ0614                          STATION DESCRIPTION
 SQ0614
 SQ0614'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SQ0614'STATION IS LOCATED APPROXIMATELY 13 MI. N. OF AND 4 MI. W. OF JORDAN,
 SQ0614'AT THE HEAD OF BEAR CREEK, AND ON THE MOST NORTHERLY POINT OF RIM IN
 SQ0614'IMMEDIATE VICINITY, NEAR THE CENTER OF SECTION 10, T 20 N, R 37 E.
 SQ0614'
 SQ0614'TO REACH STATION FROM POST OFFICE AT JORDAN, GO N. ALONG STATE HIGHWAY
 SQ0614'0.3 MI. TO RD.-Y, TAKE LEFT FORK, STRAIGHT AHEAD 0.1 MI. TO CROSSROAD,
 SQ0614'CONTINUE STRAIGHT AHEAD ON MAIN GRADED RD. N. 6.3 MI. TO CROSSROADS
 SQ0614'AND SIGN --HELL CREEK-- POINTING W., TURN LEFT 1.3 MI. TO RD. ANGLE
 SQ0614'BEND IN RD. TO N., CONTINUE N. ON MAIN GRADED RD. 3.1 MI. TO
 SQ0614'CROSSROADS AND SIGN --HELL CREEK-- POINTING N., TURN LEFT 1.8 MI. TO
 SQ0614'T-RD. E. AT SCHOOL HOUSE, TURN RIGHT AND GO N. 4.0 MI. RIM AT S. EDGE
 SQ0614'BADLANDS, TURN RIGHT AND FOLLOW RIM 0.2 MI. TO HIGHEST POINT OF TOP
 SQ0614'AND STATION.
 SQ0614'
 SQ0614'RECOVERED BY USGS IN 1964.
 SQ0614'
 SQ0614'STATION MARK--STANDARD BRONZE TABLET WELDED ON 2-1/2 IN. GALVANIZED
 SQ0614'PIPE PROJECTING 0.3 FT., STAMPED---BEAR 1957, 3041---.
 SQ0614'
 SQ0614'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER IN TOP OF CEDAR POST
 SQ0614'PROJECTING 0.3 FT., N 81 DEGREES 53 MINUTES E. SET 35.29
 SQ0614'FT. FROM STATION.
 SQ0614'
 SQ0614'REFERENCE MARK NO. 2--A 1/2 IN. STEEL REINFORCING ROD PROJECTING 0.3
 SQ0614'FT., S 04 DEGREES 43 MINUTES W. SET 34.35 FT. FROM
 SQ0614'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0013 ***********************************************************************
 SQ0013  DESIGNATION -  BEAR RM 1
 SQ0013  PID         -  SQ0013
 SQ0013  STATE/COUNTY-  MT/MCCONE
 SQ0013  USGS QUAD   -  MC RAE SPRINGS (1973)
 SQ0013
 SQ0013                         *CURRENT SURVEY CONTROL
 SQ0013  ___________________________________________________________________
 SQ0013* NAD 83(1986)-  47 56 52.     (N)    106 14 48.     (W)     SCALED    
 SQ0013* NAVD 88     -       838.152  (meters)    2749.84   (feet)  ADJUSTED  
 SQ0013  ___________________________________________________________________
 SQ0013  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SQ0013  DYNAMIC HT  -         838.212 (meters)    2750.03  (feet)  COMP
 SQ0013  MODELED GRAV-     980,655.2   (mgal)                       NAVD 88
 SQ0013
 SQ0013  VERT ORDER  -  FIRST     CLASS II
 SQ0013
 SQ0013.The horizontal coordinates were scaled from a topographic map and have
 SQ0013.an estimated accuracy of +/- 6 seconds.
 SQ0013
 SQ0013.The orthometric height was determined by differential leveling
 SQ0013.and adjusted by the National Geodetic Survey in June 1991..
 SQ0013
 SQ0013.The geoid height was determined by GEOID03.
 SQ0013
 SQ0013.The dynamic height is computed by dividing the NAVD 88
 SQ0013.geopotential number by the normal gravity value computed on the
 SQ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0013.degrees latitude (g = 980.6199 gals.).
 SQ0013
 SQ0013.The modeled gravity was interpolated from observed gravity values.
 SQ0013
 SQ0013;                    North         East    Units  Estimated Accuracy
 SQ0013;SPC MT       -   415,940.      842,840.      MT  (+/- 180 meters Scaled)
 SQ0013
 SQ0013                          SUPERSEDED SURVEY CONTROL
 SQ0013
 SQ0013  NGVD 29 (??/??/92)  837.528  (m)         2747.79   (f) ADJ UNCH    1 2
 SQ0013
 SQ0013.Superseded values are not recommended for survey control.
 SQ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0013.See file dsdata.txt to determine how the superseded data were derived.
 SQ0013
 SQ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP069112(NAD 83)
 SQ0013_MARKER: DR = REFERENCE MARK DISK
 SQ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0013_STAMPING: BEAR NO. 1 1934
 SQ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0013+STABILITY: SURFACE MOTION
 SQ0013
 SQ0013  HISTORY     - Date     Condition        Report By
 SQ0013  HISTORY     - 1934     MONUMENTED       CGS
 SQ0013  HISTORY     - 1948     GOOD             NGS
 SQ0013
 SQ0013                          STATION DESCRIPTION
 SQ0013
 SQ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0013'12.1 MI SE FROM FORT PECK.
 SQ0013'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0013'PECK DAM AT FORT PECK, THENCE 8.75 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0013'ROAD, THENCE 0.1 MILE SOUTH ALONG A FENCE LINE, THENCE 0.3 MILE WEST
 SQ0013'ALONG A FENCE LINE TO THE TOP OF THE HIGHEST HILL IN THE VICINITY,
 SQ0013'105.7 FEET EAST OF BEAR R. M. 2, 95.5 FEET SOUTHEAST OF TRIANGULATION
 SQ0013'STATION BEAR 1934, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SQ0013'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0618 ***********************************************************************
 SR0618  DESIGNATION -  BEAR RM 1
 SR0618  PID         -  SR0618
 SR0618  STATE/COUNTY-  MT/FERGUS
 SR0618  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0618
 SR0618                         *CURRENT SURVEY CONTROL
 SR0618  ___________________________________________________________________
 SR0618* NAD 83(1986)-  47 28 11.     (N)    109 39 11.     (W)     SCALED    
 SR0618* NAVD 88     -      1076.764  (meters)    3532.68   (feet)  ADJUSTED  
 SR0618  ___________________________________________________________________
 SR0618  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR0618  DYNAMIC HT  -        1076.714 (meters)    3532.52  (feet)  COMP
 SR0618  MODELED GRAV-     980,528.4   (mgal)                       NAVD 88
 SR0618
 SR0618  VERT ORDER  -  SECOND    CLASS 0
 SR0618
 SR0618.The horizontal coordinates were scaled from a topographic map and have
 SR0618.an estimated accuracy of +/- 6 seconds.
 SR0618
 SR0618.The orthometric height was determined by differential leveling
 SR0618.and adjusted by the National Geodetic Survey in June 1991..
 SR0618
 SR0618.The geoid height was determined by GEOID03.
 SR0618
 SR0618.The dynamic height is computed by dividing the NAVD 88
 SR0618.geopotential number by the normal gravity value computed on the
 SR0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0618.degrees latitude (g = 980.6199 gals.).
 SR0618
 SR0618.The modeled gravity was interpolated from observed gravity values.
 SR0618
 SR0618;                    North         East    Units  Estimated Accuracy
 SR0618;SPC MT       -   357,780.      588,470.      MT  (+/- 180 meters Scaled)
 SR0618
 SR0618                          SUPERSEDED SURVEY CONTROL
 SR0618
 SR0618  NGVD 29 (??/??/92) 1075.929  (m)         3529.94   (f) ADJ UNCH    2 0
 SR0618
 SR0618.Superseded values are not recommended for survey control.
 SR0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0618.See file dsdata.txt to determine how the superseded data were derived.
 SR0618
 SR0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT015582(NAD 83)
 SR0618_MARKER: DR = REFERENCE MARK DISK
 SR0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0618_STAMPING: BEAR NO 1 1961
 SR0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0618+STABILITY: SURFACE MOTION
 SR0618
 SR0618  HISTORY     - Date     Condition        Report By
 SR0618  HISTORY     - 1961     MONUMENTED       CGS
 SR0618
 SR0618                          STATION DESCRIPTION
 SR0618
 SR0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0618'21.65 MI SW FROM WINIFRED.
 SR0618'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0618'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0618'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0618'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0618'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 6.8 MILES
 SR0618'SOUTH ALONG A GRAVELED ROAD TO THE BEAR SPRINGS SCHOOL, THENCE 0.5
 SR0618'MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTHWEST ACROSS
 SR0618'COUNTRY TO THE CREST OF A HILL, IN SECTION 26, T 20 N, R 16 E, 248
 SR0618'FEET EAST OF THE MORE EASTERLY OF TWO SCRUB PINE TREES ON THE NORTH
 SR0618'SLOPE OF THE HILL, 22.7 FEET NORTH OF BEAR 1961, AND SET IN THE TOP OF
 SR0618'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0014 ***********************************************************************
 SQ0014  DESIGNATION -  BEAR RM 2
 SQ0014  PID         -  SQ0014
 SQ0014  STATE/COUNTY-  MT/MCCONE
 SQ0014  USGS QUAD   -  MC RAE SPRINGS (1973)
 SQ0014
 SQ0014                         *CURRENT SURVEY CONTROL
 SQ0014  ___________________________________________________________________
 SQ0014* NAD 83(1986)-  47 56 52.     (N)    106 14 48.     (W)     SCALED    
 SQ0014* NAVD 88     -       837.671  (meters)    2748.26   (feet)  ADJUSTED  
 SQ0014  ___________________________________________________________________
 SQ0014  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SQ0014  DYNAMIC HT  -         837.732 (meters)    2748.46  (feet)  COMP
 SQ0014  MODELED GRAV-     980,655.2   (mgal)                       NAVD 88
 SQ0014
 SQ0014  VERT ORDER  -  FIRST     CLASS II
 SQ0014
 SQ0014.The horizontal coordinates were scaled from a topographic map and have
 SQ0014.an estimated accuracy of +/- 6 seconds.
 SQ0014
 SQ0014.The orthometric height was determined by differential leveling
 SQ0014.and adjusted by the National Geodetic Survey in June 1991..
 SQ0014
 SQ0014.The geoid height was determined by GEOID03.
 SQ0014
 SQ0014.The dynamic height is computed by dividing the NAVD 88
 SQ0014.geopotential number by the normal gravity value computed on the
 SQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0014.degrees latitude (g = 980.6199 gals.).
 SQ0014
 SQ0014.The modeled gravity was interpolated from observed gravity values.
 SQ0014
 SQ0014;                    North         East    Units  Estimated Accuracy
 SQ0014;SPC MT       -   415,940.      842,840.      MT  (+/- 180 meters Scaled)
 SQ0014
 SQ0014                          SUPERSEDED SURVEY CONTROL
 SQ0014
 SQ0014  NGVD 29 (??/??/92)  837.048  (m)         2746.22   (f) ADJ UNCH    1 2
 SQ0014
 SQ0014.Superseded values are not recommended for survey control.
 SQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0014.See file dsdata.txt to determine how the superseded data were derived.
 SQ0014
 SQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP069112(NAD 83)
 SQ0014_MARKER: DR = REFERENCE MARK DISK
 SQ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0014_STAMPING: BEAR NO. 2 1934
 SQ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0014+STABILITY: SURFACE MOTION
 SQ0014
 SQ0014  HISTORY     - Date     Condition        Report By
 SQ0014  HISTORY     - 1934     MONUMENTED       CGS
 SQ0014  HISTORY     - 1948     GOOD             NGS
 SQ0014
 SQ0014                          STATION DESCRIPTION
 SQ0014
 SQ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0014'12.1 MI SE FROM FORT PECK.
 SQ0014'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0014'PECK DAM AT FORT PECK, THENCE 8.75 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0014'ROAD, THENCE 0.1 MILE SOUTH ALONG A FENCE LINE, THENCE 0.3 MILE WEST
 SQ0014'ALONG A FENCE LINE TO THE TOP OF THE HIGHEST HILL IN THE VICINITY,
 SQ0014'105.7 FEET WEST OF BEAR R.M. 1, 73.0 FEET SOUTH SOUTHWEST OF
 SQ0014'TRIANGULATION STATION BEAR 1934, AND SET IN THE TOP OF A CONCRETE POST
 SQ0014'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0619 ***********************************************************************
 SR0619  DESIGNATION -  BEAR RM 2
 SR0619  PID         -  SR0619
 SR0619  STATE/COUNTY-  MT/FERGUS
 SR0619  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0619
 SR0619                         *CURRENT SURVEY CONTROL
 SR0619  ___________________________________________________________________
 SR0619* NAD 83(1986)-  47 28 11.     (N)    109 39 11.     (W)     SCALED    
 SR0619* NAVD 88     -      1076.820  (meters)    3532.87   (feet)  ADJUSTED  
 SR0619  ___________________________________________________________________
 SR0619  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR0619  DYNAMIC HT  -        1076.769 (meters)    3532.70  (feet)  COMP
 SR0619  MODELED GRAV-     980,528.4   (mgal)                       NAVD 88
 SR0619
 SR0619  VERT ORDER  -  SECOND    CLASS 0
 SR0619
 SR0619.The horizontal coordinates were scaled from a topographic map and have
 SR0619.an estimated accuracy of +/- 6 seconds.
 SR0619
 SR0619.The orthometric height was determined by differential leveling
 SR0619.and adjusted by the National Geodetic Survey in June 1991..
 SR0619
 SR0619.The geoid height was determined by GEOID03.
 SR0619
 SR0619.The dynamic height is computed by dividing the NAVD 88
 SR0619.geopotential number by the normal gravity value computed on the
 SR0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0619.degrees latitude (g = 980.6199 gals.).
 SR0619
 SR0619.The modeled gravity was interpolated from observed gravity values.
 SR0619
 SR0619;                    North         East    Units  Estimated Accuracy
 SR0619;SPC MT       -   357,780.      588,470.      MT  (+/- 180 meters Scaled)
 SR0619
 SR0619                          SUPERSEDED SURVEY CONTROL
 SR0619
 SR0619  NGVD 29 (??/??/92) 1075.984  (m)         3530.12   (f) ADJ UNCH    2 0
 SR0619
 SR0619.Superseded values are not recommended for survey control.
 SR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0619.See file dsdata.txt to determine how the superseded data were derived.
 SR0619
 SR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT015582(NAD 83)
 SR0619_MARKER: DR = REFERENCE MARK DISK
 SR0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0619_STAMPING: BEAR NO 2 1961
 SR0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0619+STABILITY: SURFACE MOTION
 SR0619
 SR0619  HISTORY     - Date     Condition        Report By
 SR0619  HISTORY     - 1961     MONUMENTED       CGS
 SR0619
 SR0619                          STATION DESCRIPTION
 SR0619
 SR0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0619'21.65 MI SW FROM WINIFRED.
 SR0619'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0619'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0619'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0619'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0619'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 6.8 MILES
 SR0619'SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG A GRADED DIRT
 SR0619'ROAD, THENCE 0.2 MILE SOUTHWEST ACROSS COUNTRY TO THE CREST OF A HILL,
 SR0619'IN SECTION 26, T 20 N, R 16 E, 217 FEET EAST OF THE MORE EASTERLY OF
 SR0619'TWO SCRUB PINE TREES ON THE NORTH SLOPE OF THE HILL, 32.0 FEET WEST OF
 SR0619'BEAR 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SR0619'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0545 ***********************************************************************
 ST0545  DESIGNATION -  BEAR TOP LOOKOUT
 ST0545  PID         -  ST0545
 ST0545  STATE/COUNTY-  MT/TETON
 ST0545  USGS QUAD   -  OUR LAKE (1995)
 ST0545
 ST0545                         *CURRENT SURVEY CONTROL
 ST0545  ___________________________________________________________________
 ST0545* NAD 83(1992)-  47 47 27.22261(N)    112 51 23.74844(W)     ADJUSTED  
 ST0545* NAVD 88     -                                                        
 ST0545  ___________________________________________________________________
 ST0545  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 ST0545  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 ST0545
 ST0545  HORZ ORDER  -  THIRD
 ST0545
 ST0545.The horizontal coordinates were established by classical geodetic methods
 ST0545.and adjusted by the National Geodetic Survey in July 1992..
 ST0545
 ST0545
 ST0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0545
 ST0545.The geoid height was determined by GEOID03.
 ST0545
 ST0545;                    North         East     Units Scale Factor Converg.
 ST0545;SPC MT       -   398,842.512   348,708.679   MT  0.99948501   -2 27 19.3
 ST0545;SPC MT       - 1,308,538.43  1,144,057.35   iFT  0.99948501   -2 27 19.3
 ST0545;UTM  12      - 5,294,728.493   360,949.835   MT  0.99983759   -1 22 31.4
 ST0545
 ST0545                          SUPERSEDED SURVEY CONTROL
 ST0545
 ST0545  NAD 83(1986)-  47 47 27.23010(N)    112 51 23.73340(W) AD(       ) 4
 ST0545  NAD 27      -  47 47 27.42300(N)    112 51 20.56500(W) AD(       ) 3
 ST0545
 ST0545.Superseded values are not recommended for survey control.
 ST0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0545.See file dsdata.txt to determine how the superseded data were derived.
 ST0545
 ST0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT6095094728(NAD 83)
 ST0545_MARKER: 73 = LOOKOUT HOUSE
 ST0545
 ST0545  HISTORY     - Date     Condition        Report By
 ST0545  HISTORY     - 1940     FIRST OBSERVED   CGS
 ST0545  HISTORY     - 1956     GOOD             USGS
 ST0545
 ST0545                          STATION DESCRIPTION
 ST0545
 ST0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0545'BEAR TOP FOREST SERVICE LOOKOUT HOUSE IS IN THE LEWIS AND
 ST0545'CLARK NATIONAL FOREST ON A LOW PEAK, 31 MILES W OF CHOTEAU, 4
 ST0545'MILES E OF GATES PARK GUARD STATION, AND 3 MILES E OF THE
 ST0545'TETON-LEWIS AND CLARK COUNTY LINE.  THE CENTER OF THE HOUSE WAS
 ST0545'INTERSECTED.
 ST0545
 ST0545                          STATION RECOVERY (1956)
 ST0545
 ST0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ST0545'STATION MARK--STATION WAS REACHED FROM GATES PARK RANGER STATION BY
 ST0545'HORSES VIA BEAR TOP L. O. TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0470 ***********************************************************************
 RT0470  DESIGNATION -  BEARDSLEY
 RT0470  PID         -  RT0470
 RT0470  STATE/COUNTY-  MT/CUSTER
 RT0470  USGS QUAD   -  BRACKET BUTTE (1981)
 RT0470
 RT0470                         *CURRENT SURVEY CONTROL
 RT0470  ___________________________________________________________________
 RT0470* NAD 83(1992)-  46 26 54.45862(N)    104 57 45.03995(W)     ADJUSTED  
 RT0470* NAVD 88     -       977.1    (meters)    3206.     (feet)  VERTCON   
 RT0470  ___________________________________________________________________
 RT0470  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 RT0470  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RT0470
 RT0470  HORZ ORDER  -  FIRST
 RT0470
 RT0470.The horizontal coordinates were established by classical geodetic methods
 RT0470.and adjusted by the National Geodetic Survey in July 1992..
 RT0470
 RT0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0470
 RT0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0470
 RT0470.The geoid height was determined by GEOID03.
 RT0470
 RT0470;                    North         East     Units Scale Factor Converg.
 RT0470;SPC MT       -   254,391.512   948,248.554   MT  0.99944077   +3 19 09.1
 RT0470;SPC MT       -   834,617.82  3,111,051.69   iFT  0.99944077   +3 19 09.1
 RT0470;UTM  13      - 5,143,877.200   502,879.311   MT  0.99960010   +0 01 37.8
 RT0470
 RT0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0470!SPC MT       -   0.99984937  x   0.99944077  =   0.99929022
 RT0470!UTM  13      -   0.99984937  x   0.99960010  =   0.99944953
 RT0470
 RT0470|---------------------------------------------------------------------|
 RT0470| PID    Reference Object                     Distance      Geod. Az  |
 RT0470|                                                           dddmmss.s |
 RT0470| CQ7021 BEARDSLEY RM 1                        7.674 METERS 07348     |
 RT0470| CQ7020 BEARDSLEY AZ MK                                    0864941.9 |
 RT0470| CQ7022 BEARDSLEY RM 2                       12.578 METERS 34049     |
 RT0470| RT0481 BILLINGS BISMARCK AWY BCN 38        APPROX.23.6 KM 3491352.6 |
 RT0470|---------------------------------------------------------------------|
 RT0470
 RT0470                          SUPERSEDED SURVEY CONTROL
 RT0470
 RT0470  NAD 83(1986)-  46 26 54.44636(N)    104 57 45.01053(W) AD(       ) 1
 RT0470  NAD 27      -  46 26 54.42900(N)    104 57 43.12700(W) AD(       ) 1
 RT0470  NGVD 29 (07/19/86)  976.5    (m)         3204.     (f) VERT ANG       
 RT0470
 RT0470.Superseded values are not recommended for survey control.
 RT0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0470.See file dsdata.txt to determine how the superseded data were derived.
 RT0470
 RT0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM0287943877(NAD 83)
 RT0470_MARKER: DS = TRIANGULATION STATION DISK
 RT0470_SETTING: 0 = UNSPECIFIED SETTING
 RT0470
 RT0470  HISTORY     - Date     Condition        Report By
 RT0470  HISTORY     - 1949     MONUMENTED       CGS
 RT0470
 RT0470                          STATION DESCRIPTION
 RT0470
 RT0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0470'THE STATION IS LOCATED ON A HIGH PROMINENT LONE BUTTE,
 RT0470'LOCATED ABOUT 21 MILES WEST OF THE SMALL SETTLEMENT OF PLEVNA,
 RT0470'9 MILES NORTHEAST OF THE DESERTED VILLAGE OF KNOWLTON, 9
 RT0470'MILES SOUTHWEST OF ISMAY, AND ON LAND OWNED BY MR. JOHN
 RT0470'BEARDSLEY.
 RT0470'
 RT0470'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PLEVNA, GO
 RT0470'WEST ON U.S. HIGHWAY 12 FOR 21.5 MILES TO A CROSS ROAD AND
 RT0470'SIGN ISMAY 11, KNOWLTON 10, (THIS IS 48 MILES EAST OF MILES
 RT0470'CITY) TURN RIGHT, NORTHEASTERLY, AND FOLLOW THE MAIN GRAVELED ROAD
 RT0470'FOR 2 MILES TO WHERE THE MAIN ROAD LEADS RIGHT AND A DRIVEWAY
 RT0470'LEADS TO A FARMHOUSE, TURN LEFT, NORTHWESTERLY, AND GO IN THE
 RT0470'DRIVEWAY FOR 0.1 MILE, THENCE RIGHT AND LEFT BETWEEN THE HOUSE AND
 RT0470'BARN AND PROCEED ON A TRACK ROAD, NORTHWESTERLY, FOR 0.65
 RT0470'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW,
 RT0470'CONTINUE WESTERLY ON TRACK ROAD FOR 0.25 MILE TO THE
 RT0470'BASE OF BUTTE AND END OF TRUCK TRAVEL, PACK WESTERLY TO THE
 RT0470'TOP AND STATION.  A 10-MINUTE PACK.
 RT0470'
 RT0470'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 RT0470'2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 4 INCHES, AND THE
 RT0470'DISK IS STAMPED BEARDSLEY 1949.
 RT0470'
 RT0470'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 RT0470'2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 3 INCHES, AND THE DISK
 RT0470'IS STAMPED BEARDSLEY NO 1 1949.
 RT0470'
 RT0470'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED TO THE TOP OF
 RT0470'A 2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 4 INCHES, AND THE
 RT0470'DISK IS STAMPED BEARDSLEY NO 2 1949.
 RT0470'
 RT0470'THE AZIMUTH MARK IS 60 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 RT0470'OF A TRACK ROAD, 3 FEET NORTHEAST OF A WITNESS POST.  THE MARK
 RT0470'IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH SQUARE
 RT0470'CONCRETE POST, PROJECTING 4 INCHES, AND THE DISK IS STAMPED
 RT0470'BEARDSLEY 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0881 ***********************************************************************
 TN0881  DESIGNATION -  BEARTRAP
 TN0881  PID         -  TN0881
 TN0881  STATE/COUNTY-  MT/LINCOLN
 TN0881  USGS QUAD   -  BEARTRAP MOUNTAIN (1983)
 TN0881
 TN0881                         *CURRENT SURVEY CONTROL
 TN0881  ___________________________________________________________________
 TN0881* NAD 83(1992)-  48 47 00.85647(N)    115 14 47.97590(W)     ADJUSTED  
 TN0881* NAVD 88     -      1715.1    (meters)    5627.     (feet)  VERTCON   
 TN0881  ___________________________________________________________________
 TN0881  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 TN0881  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 TN0881
 TN0881  HORZ ORDER  -  SECOND
 TN0881
 TN0881.The horizontal coordinates were established by classical geodetic methods
 TN0881.and adjusted by the National Geodetic Survey in July 1992..
 TN0881
 TN0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0881
 TN0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0881
 TN0881.The geoid height was determined by GEOID03.
 TN0881
 TN0881;                    North         East     Units Scale Factor Converg.
 TN0881;SPC MT       -   519,283.883   178,119.556   MT  0.99987418   -4 12 13.3
 TN0881;SPC MT       - 1,703,687.28    584,381.75   iFT  0.99987418   -4 12 13.3
 TN0881;UTM  11      - 5,404,879.488   628,795.825   MT  0.99980380   +1 19 08.7
 TN0881
 TN0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0881!SPC MT       -   0.99973370  x   0.99987418  =   0.99960791
 TN0881!UTM  11      -   0.99973370  x   0.99980380  =   0.99953755
 TN0881
 TN0881|---------------------------------------------------------------------|
 TN0881| PID    Reference Object                     Distance      Geod. Az  |
 TN0881|                                                           dddmmss.s |
 TN0881| CH6387 BEARTRAP RM 1                        24.015 METERS 00954     |
 TN0881| TN0880 BLACK BUTTE                         APPROX.12.7 KM 0444201.9 |
 TN0881| CH6388 BEARTRAP RM 2                        20.659 METERS 06358     |
 TN0881|---------------------------------------------------------------------|
 TN0881
 TN0881                          SUPERSEDED SURVEY CONTROL
 TN0881
 TN0881  NAD 83(1986)-  48 47 00.86619(N)    115 14 47.97546(W) AD(       ) 2
 TN0881  NAD 27      -  48 47 01.00222(N)    115 14 44.35689(W) AD(       ) 2
 TN0881  NGVD 29 (07/19/86) 1713.9    (m)         5623.     (f) VERT ANG       
 TN0881
 TN0881.Superseded values are not recommended for survey control.
 TN0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0881.See file dsdata.txt to determine how the superseded data were derived.
 TN0881
 TN0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ2879604879(NAD 83)
 TN0881_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0881_SETTING: 66 = SET IN ROCK OUTCROP
 TN0881
 TN0881  HISTORY     - Date     Condition        Report By
 TN0881  HISTORY     - 1960     MONUMENTED       CGS
 TN0881
 TN0881                          STATION DESCRIPTION
 TN0881
 TN0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0881'STATION IS ON A PROMINENT WOODED HILL, NEAR THE SITE OF THE
 TN0881'OLD BEARTRAP MTN.  LOOKOUT POINT, ABOUT 7-1/2 MILES SOUTHWEST
 TN0881'OF EUREKA, 7 MILES SOUTH-SOUTHWEST OF REXFORD AND 2-1/2 MILES
 TN0881'EAST OF THE KOOTENAI RIVER, IN THE NORTHEAST CENTRAL PART
 TN0881'OF SECTION 20, R 28 W, T 35 N.
 TN0881'
 TN0881'TO REACH FROM THE RAILROAD STATION IN EUREKA GO WEST ON MAIN
 TN0881'ROAD FOR 0.5 MILE TO A T-ROAD RIGHT AND SIGN PINKHAM ROAD,
 TN0881'TURN RIGHT NORTHWESTERLY FOR 0.2 MILE TO A FORK, TAKE LEFT
 TN0881'FORK WESTERLY FOR 4.9 MILES TO A T-INTERSECTION AND SIGN
 TN0881'PINKHAM ROAD, TURN SOUTHWESTERLY FOR 1.9 MILES TO A FORK AND
 TN0881'SIGN SUTTON ROAD, TAKE RIGHT FORK WESTERLY FOR 0.4 MILE TO
 TN0881'A FORK, TAKE RIGHT FORK NORTHWESTERLY FOR 0.7 MILE TO A FORK
 TN0881'AND SIGN WILSON RANCH, TAKE RIGHT FORK WESTERLY FOR 2.3 MILES
 TN0881'TO A FORK, TAKE LEFT FORK SOUTHWESTERLY FOR 2.9 MILES TO A
 TN0881'REVERSE FORK AND SIGN BEARTRAP ROAD NO 528, TURN SHARP RIGHT
 TN0881'SOUTH AND WESTERLY FOR 4.9 MILES TO A TRIANGLE BLAZE ON A
 TN0881'10 INCH PINE TREE, THE LAST PART OF THE ROAD IS VERY ROUGH,
 TN0881'TURN LEFT FOR ABOUT 75 YARDS TO THE HIGHEST POINT AND
 TN0881'STATION.
 TN0881'
 TN0881'STATION MARK IS A STANDARD DISK, STAMPED BEARTRAP 1960, CEMENTED
 TN0881'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 73 FEET SOUTH
 TN0881'OF AN 8 INCH PINE TREE WITH A TRIANGLE BLAZE ON THE NORTH
 TN0881'SIDE AND 55 FEET NORTHEAST OF A 16 INCH PINE TREE WITH AN
 TN0881'OLD LOOKOUT PLATFORM IN THE TOP.
 TN0881'
 TN0881'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEARTRAP NO 1
 TN0881'1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 TN0881'IS 112 FEET NORTH-NORTHEAST OF THE 16 INCH PINE TREE AND 11
 TN0881'FEET NORTHEAST OF THE 8 INCH PINE TREE.
 TN0881'
 TN0881'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEARTRAP NO
 TN0881'2 1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 TN0881'IS 72 FEET EAST OF THE 8 INCH PINE TREE.
 TN0881'
 TN0881'NO SUITABLE LOCATION WAS ESTABLISHED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0450 ***********************************************************************
 QV0450  DESIGNATION -  BEAU
 QV0450  PID         -  QV0450
 QV0450  STATE/COUNTY-  MT/BIG HORN
 QV0450  USGS QUAD   -  WOODY CREEK CAMP (1969)
 QV0450
 QV0450                         *CURRENT SURVEY CONTROL
 QV0450  ___________________________________________________________________
 QV0450* NAD 83(1993)-  45 30 03.37826(N)    107 50 34.31958(W)     ADJUSTED  
 QV0450* NAVD 88     -      1074.     (meters)    3524.     (feet)  SCALED    
 QV0450  ___________________________________________________________________
 QV0450  LAPLACE CORR-          -9.35  (seconds)                    DEFLEC99
 QV0450  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 QV0450
 QV0450  HORZ ORDER  -  THIRD
 QV0450
 QV0450.The horizontal coordinates were established by classical geodetic methods
 QV0450.and adjusted by the National Geodetic Survey in January 1997..
 QV0450
 QV0450.The orthometric height was scaled from a topographic map.
 QV0450
 QV0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0450
 QV0450.The geoid height was determined by GEOID03.
 QV0450
 QV0450;                    North         East     Units Scale Factor Converg.
 QV0450;SPC MT       -   140,398.991   729,472.372   MT  0.99973626   +1 12 43.9
 QV0450;SPC MT       -   460,626.61  2,393,282.06   iFT  0.99973626   +1 12 43.9
 QV0450;UTM  13      - 5,042,532.428   277,901.101   MT  1.00020652   -2 01 42.7
 QV0450
 QV0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0450!SPC MT       -   0.99983385  x   0.99973626  =   0.99957016
 QV0450!UTM  13      -   0.99983385  x   1.00020652  =   1.00004034
 QV0450
 QV0450                          SUPERSEDED SURVEY CONTROL
 QV0450
 QV0450  NAD 83(1992)-  45 30 03.37511(N)    107 50 34.31783(W) AD(       ) 3
 QV0450  NAD 83(1986)-  45 30 03.37257(N)    107 50 34.30870(W) AD(       ) 3
 QV0450
 QV0450.Superseded values are not recommended for survey control.
 QV0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0450.See file dsdata.txt to determine how the superseded data were derived.
 QV0450
 QV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL7790142532(NAD 83)
 QV0450_MARKER: P = PIPE CAP
 QV0450_SETTING: 0 = UNSPECIFIED SETTING
 QV0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0450
 QV0450  HISTORY     - Date     Condition        Report By
 QV0450  HISTORY     - 1950     MONUMENTED       USGS
 QV0450
 QV0450                          STATION DESCRIPTION
 QV0450
 QV0450'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QV0450'STATION IS IN SW. 1/4 SEC. 11, T 4 S, R 31 E.
 QV0450'
 QV0450'BEGINNING AT U.S. POST OFFICE, HARDIN, MONTANA, TRAVEL S. 1-1/2
 QV0450'BLOCKS TO U.S. HIGHWAY 87, THENCE RIGHT, TRAVEL W. 9 BLOCKS
 QV0450'TO CROSSROAD, THENCE LEFT, FOLLOW STATE FARM HIGHWAY S. 8.7 MI.,
 QV0450'THENCE RIGHT FOLLOW GRAVEL COUNTY RD., CROSSING TWO LEGGIN CREEK
 QV0450'AND WOODY CREEK, 14.8 MI., THENCE RIGHT, TRAVEL W. 0.80 MI. TO TOP OF
 QV0450'BENCH THENCE RIGHT, TRAVEL N. ON SECTION LINE RD. 2.7 MI.,
 QV0450'THENCE LEFT, TRAVEL W. 3.0 MI. ON FIELD RD. TO GATE, THENCE LEFT,
 QV0450'FOLLOW S. ON W. SIDE OF FENCE 0.30 MI. TO DRAW, CROSS DRAW THENCE W.
 QV0450'UP OVER RIDGE 0.3 MI. TO STATION AT SHARP CONE SHAPED POINT.
 QV0450'
 QV0450'STATION MARK - - BRASS CAP ON 2 IN. PIPE STAMPED---BEAU---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1033 ***********************************************************************
 SR1033  DESIGNATION -  BEAUCHAMP
 SR1033  PID         -  SR1033
 SR1033  STATE/COUNTY-  MT/PHILLIPS
 SR1033  USGS QUAD   -  CHAIN BUTTES (1965)
 SR1033
 SR1033                         *CURRENT SURVEY CONTROL
 SR1033  ___________________________________________________________________
 SR1033* NAD 83(1992)-  47 36 32.40881(N)    108 05 18.31257(W)     ADJUSTED  
 SR1033* NAVD 88     -       750.44   (+/-2cm)    2462.1    (feet)  VERTCON   
 SR1033  ___________________________________________________________________
 SR1033  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 SR1033  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 SR1033
 SR1033  HORZ ORDER  -  THIRD
 SR1033  VERT ORDER  -  THIRD ? (See Below)
 SR1033
 SR1033.The horizontal coordinates were established by classical geodetic methods
 SR1033.and adjusted by the National Geodetic Survey in July 1992..
 SR1033
 SR1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1033.The vertical order pertains to the NGVD 29 superseded value.
 SR1033
 SR1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1033
 SR1033.The geoid height was determined by GEOID03.
 SR1033
 SR1033;                    North         East     Units Scale Factor Converg.
 SR1033;SPC MT       -   374,200.217   706,068.683   MT  0.99944681   +1 01 57.3
 SR1033;SPC MT       - 1,227,691.00  2,316,498.30   iFT  0.99944681   +1 01 57.3
 SR1033;UTM  12      - 5,276,951.912   718,818.325   MT  1.00018844   +2 09 04.4
 SR1033
 SR1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1033!SPC MT       -   0.99988480  x   0.99944681  =   0.99933167
 SR1033!UTM  12      -   0.99988480  x   1.00018844  =   1.00007322
 SR1033
 SR1033:                Primary Azimuth Mark                     Grid Az
 SR1033:SPC MT       -  ACROSS                                   197 36 02.3
 SR1033:UTM  12      -  ACROSS                                   196 28 55.2
 SR1033
 SR1033|---------------------------------------------------------------------|
 SR1033| PID    Reference Object                     Distance      Geod. Az  |
 SR1033|                                                           dddmmss.s |
 SR1033| SR1034 ACROSS                              APPROX. 2.9 KM 1983759.6 |
 SR1033|---------------------------------------------------------------------|
 SR1033
 SR1033                          SUPERSEDED SURVEY CONTROL
 SR1033
 SR1033  NAD 83(1986)-  47 36 32.40277(N)    108 05 18.29710(W) AD(       ) 3
 SR1033  NAD 27      -  47 36 32.40900(N)    108 05 15.86200(W) AD(       ) 3
 SR1033  NGVD 29 (07/19/86)  749.70   (m)         2459.6    (f) LEVELING    3  
 SR1033
 SR1033.Superseded values are not recommended for survey control.
 SR1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1033.See file dsdata.txt to determine how the superseded data were derived.
 SR1033
 SR1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT1881876952(NAD 83)
 SR1033_MARKER: P = PIPE CAP
 SR1033_SETTING: 0 = UNSPECIFIED SETTING
 SR1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1033
 SR1033  HISTORY     - Date     Condition        Report By
 SR1033  HISTORY     - 1937     MONUMENTED       USE
 SR1033
 SR1033                          STATION DESCRIPTION
 SR1033
 SR1033'DESCRIBED BY US ENGINEERS 1937
 SR1033'THE STATION IS IN PHILLIPS COUNTY ON THE LEFT BANK OF THE
 SR1033'MISSOURI RIVER AND VERY NEAR THE CENTER OF SECTION 2, T. 21 N.,
 SR1033'R. 28 E.  THE STATION IS ON THE HIGHEST POINT AT THE WESTERN
 SR1033'END OF THE DIVIDE BETWEEN HAWLEY CREEK AND THE MISSOURI RIVER
 SR1033'AND IS DIRECTLY ABOVE A BLUFF OVERLOOKING THE LARGE FLAT
 SR1033'THROUGH WHICH BEAUCHAMP CREEK FLOWS.  IT IS ABOUT 1 MILE
 SR1033'EAST OF THE MOUTH OF BLACKTAIL COULEE, 1/4 MILE EAST OF
 SR1033'BEAUCHAMP CREEK AT ITS NEAREST POINT, 1/2 MILE SOUTHWEST OF
 SR1033'THE FORK OF HAWLEY AND BEAUCHAMP CREEKS AND 1 MILE NORTH OF
 SR1033'THE MISSOURI RIVER.  STATION IS ON HIGHEST GROUND IN NEAR
 SR1033'VICINITY.
 SR1033'
 SR1033'TO REACH STATION BY AUTOMOBILE PROCEED SOUTH FROM MALTA ON THE
 SR1033'SUN PRAIRIE ROAD, A DISTANCE OF 29 MILES, THENCE WEST 5-1/4
 SR1033'MILES TO REGINA.  FROM REGINA CONTINUE SOUTH BY COUNTY ROAD
 SR1033'AND TRAIL TO CREST OF DIVIDE OVERLOOKING THE MISSOURI RIVER
 SR1033'VALLEY.  AT THIS POINT TURN RIGHT AND FOLLOW ALONG TOP OF
 SR1033'DIVIDE TO THE HIGHEST POINT ON THE WESTERN END OF THE DIVIDE
 SR1033'AND STATION.
 SR1033'
 SR1033'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SR1033'
 SR1033'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SR1033'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0308 ***********************************************************************
 QV0308  DESIGNATION -  BEAVER
 QV0308  PID         -  QV0308
 QV0308  STATE/COUNTY-  MT/TREASURE
 QV0308  USGS QUAD   -  MC CLURE CREEK (1971)
 QV0308
 QV0308                         *CURRENT SURVEY CONTROL
 QV0308  ___________________________________________________________________
 QV0308* NAD 83(1992)-  45 59 57.58221(N)    106 57 04.23080(W)     ADJUSTED  
 QV0308* NAVD 88     -      1180.1    (meters)    3872.     (feet)  VERTCON   
 QV0308  ___________________________________________________________________
 QV0308  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 QV0308  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QV0308
 QV0308  HORZ ORDER  -  SECOND
 QV0308
 QV0308.The horizontal coordinates were established by classical geodetic methods
 QV0308.and adjusted by the National Geodetic Survey in July 1992..
 QV0308
 QV0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0308
 QV0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0308
 QV0308.The geoid height was determined by GEOID03.
 QV0308
 QV0308;                    North         East     Units Scale Factor Converg.
 QV0308;SPC MT       -   197,614.196   797,318.590   MT  0.99954748   +1 51 52.1
 QV0308;SPC MT       -   648,340.54  2,615,874.64   iFT  0.99954748   +1 51 52.1
 QV0308;UTM  13      - 5,095,823.745   348,915.138   MT  0.99988062   -1 24 13.7
 QV0308
 QV0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0308!SPC MT       -   0.99981735  x   0.99954748  =   0.99936491
 QV0308!UTM  13      -   0.99981735  x   0.99988062  =   0.99969799
 QV0308
 QV0308|---------------------------------------------------------------------|
 QV0308| PID    Reference Object                     Distance      Geod. Az  |
 QV0308|                                                           dddmmss.s |
 QV0308| CQ5027 BEAVER RM 1                          12.463 METERS 02134     |
 QV0308| RU0563 ARMELLS                             APPROX.16.8 KM 0741319.1 |
 QV0308| CQ5028 BEAVER RM 2                          20.083 METERS 16725     |
 QV0308|---------------------------------------------------------------------|
 QV0308
 QV0308                          SUPERSEDED SURVEY CONTROL
 QV0308
 QV0308  NAD 83(1986)-  45 59 57.57343(N)    106 57 04.20974(W) AD(       ) 2
 QV0308  NAD 27      -  45 59 57.60962(N)    106 57 02.05307(W) AD(       ) 2
 QV0308  NGVD 29 (07/19/86) 1179.4    (m)         3869.     (f) VERT ANG       
 QV0308
 QV0308.Superseded values are not recommended for survey control.
 QV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0308.See file dsdata.txt to determine how the superseded data were derived.
 QV0308
 QV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL4891595824(NAD 83)
 QV0308_MARKER: DD = SURVEY DISK
 QV0308_SETTING: 0 = UNSPECIFIED SETTING
 QV0308
 QV0308  HISTORY     - Date     Condition        Report By
 QV0308  HISTORY     - 1971     MONUMENTED       USGS
 QV0308
 QV0308                          STATION DESCRIPTION
 QV0308
 QV0308'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (EGE)
 QV0308'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO ROCKS.
 QV0308'
 QV0308'THE STATION IS LOCATED SOUTH 35 DEGREES WEST, ABOUT 23 MILES FROM
 QV0308'FORSYTH, MONTANA, ON HIGH POINT OF ROCK BUTTE IN SECTION 24,
 QV0308'TOWNSHIP 3 NORTH, RANGE 38 EAST, ON LAND OWNED BY JOHN THOMPSON.
 QV0308'
 QV0308'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 10 AND 12 ON WEST
 QV0308'EDGE OF FORSYTH, MONTANA, GO WEST ON U.S. HIGHWAY 12, 0.9 MILES TO
 QV0308'JUNCTION OF INTERSTATE 94 AND OLD U.S. HIGHWAY 12.  TURN RIGHT ONTO
 QV0308'OLD U.S. HIGHWAY 12 AND GO WEST 10.5 MILES TO GRAVEL ROAD
 QV0308'SOUTH.  TURN LEFT (SOUTH) AND GO 14.6 MILES TO ROAD FORK, TURN
 QV0308'LEFT (SOUTH) AND GO 3.6 MILES TO ROAD FORK.  TURN RIGHT
 QV0308'(SOUTHWEST) 0.7 MILES TO ROAD FORK.  TURN RIGHT (WEST) AND GO 1.3
 QV0308'MILES TO RANCH YARD OF JOHN THOMPSON.  TAKE TRACK ROAD SOUTH
 QV0308'OUT OF YARD AND GO SOUTH 0.9 MILES TO ROAD FORK, TAKE LEFT FORK
 QV0308'0.05 MILES AND THEN RIGHT FORK BETWEEN PLOWED FIELDS 0.4 MILES.
 QV0308'FOLLOW WEST EDGE OF PLOWED FIELD (ROAD MAY NOT BE VISIBLE),
 QV0308'SOUTH 0.2 MILES TO GATE.  PASS THROUGH GATE AND GO SOUTH
 QV0308'AND EAST 0.5 MILES TO ROAD FORK.  TURN LEFT (EAST) AND GO 0.3
 QV0308'MILES.  TURN RIGHT OFF ROAD AND PICK WAY ACROSS COUNTRY UP RIDGE
 QV0308'WEST AND SOUTH ABOUT 0.4 MILES TO EAST END OF HILL (4-WHEEL
 QV0308'DRIVE) AND END OF TRUCK TRAVEL.  PACK SOUTH THROUGH SMALL
 QV0308'SADDLE, AND UP ROCKY BUTTE TO STATION, ABOUT A 5 MINUTE PACK.
 QV0308'STATION IS ABOUT 30 FEET WEST OF SHEER ROCK CLIFF (ABOUT 100
 QV0308'FEET HIGH).  STATION MARK IS 12 FEET NORTHWEST OF USGS WITNESS
 QV0308'SIGN NAILED TO A PINE TREE.
 QV0308'
 QV0308'STATION MARK--A USGS BRASS TABLET SOLDERED TO A COPPER COATED STEEL
 QV0308'ROD DRIVEN 3.6 FEET TO REFUSAL AND CENTERED IN GRAVEL FILLED WHITE
 QV0308'PLASTIC PIPE 6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH
 QV0308'WITH THE GROUND.  THE TABLET IS STAMPED BEAVER ET 1971.
 QV0308'
 QV0308'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CEMENTED IN DRILL HOLE
 QV0308'IN OUTCROPPING ROCK, THE TABLET IS STAMPED BEAVER ET 1971 NO. 1.
 QV0308'
 QV0308'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CEMENTED IN DRILL HOLE
 QV0308'IN OUTCROPPING ROCK, THE TABLET IS STAMPED BEAVER ET 1971 NO. 2.
 QV0308'
 QV0308'STATION ARMELLS ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 QV0308'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM
 QV0308'A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0594 ***********************************************************************
 QW0594  DESIGNATION -  BEAVER
 QW0594  PID         -  QW0594
 QW0594  STATE/COUNTY-  MT/STILLWATER
 QW0594  USGS QUAD   -  LINDEMULDER HILL (1956)
 QW0594
 QW0594                         *CURRENT SURVEY CONTROL
 QW0594  ___________________________________________________________________
 QW0594* NAD 83(1992)-  45 49 57.48443(N)    109 18 01.59383(W)     ADJUSTED  
 QW0594* NAVD 88     -      1514.4    (meters)    4968.     (feet)  VERTCON   
 QW0594  ___________________________________________________________________
 QW0594  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 QW0594  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 QW0594
 QW0594  HORZ ORDER  -  FIRST
 QW0594
 QW0594.The horizontal coordinates were established by classical geodetic methods
 QW0594.and adjusted by the National Geodetic Survey in July 1992..
 QW0594
 QW0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0594
 QW0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0594
 QW0594.The geoid height was determined by GEOID03.
 QW0594
 QW0594;                    North         East     Units Scale Factor Converg.
 QW0594;SPC MT       -   175,903.083   615,498.724   MT  0.99960241   +0 08 45.5
 QW0594;SPC MT       -   577,109.85  2,019,352.77   iFT  0.99960241   +0 08 45.5
 QW0594;UTM  12      - 5,076,856.791   631,996.335   MT  0.99981420   +1 13 09.4
 QW0594
 QW0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0594!SPC MT       -   0.99976457  x   0.99960241  =   0.99936707
 QW0594!UTM  12      -   0.99976457  x   0.99981420  =   0.99957881
 QW0594
 QW0594|---------------------------------------------------------------------|
 QW0594| PID    Reference Object                     Distance      Geod. Az  |
 QW0594|                                                           dddmmss.s |
 QW0594| CQ5018 BEAVER RM 1                         287.440 METERS 07831     |
 QW0594| QW0577 CANYON CREEK B AIRWAY BEACON        APPROX.30.7 KM 1025839.4 |
 QW0594| CQ5019 BEAVER RM 2 AZIMUTH                 337.932 METERS 12353     |
 QW0594|---------------------------------------------------------------------|
 QW0594
 QW0594                          SUPERSEDED SURVEY CONTROL
 QW0594
 QW0594  NAD 83(1986)-  45 49 57.48036(N)    109 18 01.56724(W) AD(       ) 1
 QW0594  NAD 27      -  45 49 57.67800(N)    109 17 58.95900(W) AD(       ) 1
 QW0594  NGVD 29 (07/19/86) 1513.4    (m)         4965.     (f) VERT ANG       
 QW0594
 QW0594.Superseded values are not recommended for survey control.
 QW0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0594.See file dsdata.txt to determine how the superseded data were derived.
 QW0594
 QW0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR3199676857(NAD 83)
 QW0594_MARKER: DS = TRIANGULATION STATION DISK
 QW0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0594
 QW0594  HISTORY     - Date     Condition        Report By
 QW0594  HISTORY     - 1925     MONUMENTED       CGS
 QW0594  HISTORY     - 1939     GOOD             CGS
 QW0594  HISTORY     - 1956     GOOD             USGS
 QW0594  HISTORY     - 1962     GOOD             USAF
 QW0594
 QW0594                          STATION DESCRIPTION
 QW0594
 QW0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 QW0594'ABOUT 18 MILES FROM TOWN OF COLUMBUS, 10 MILES SOUTH AND
 QW0594'2 MILES WEST OF RAPELJE, 3 MILES EAST OF WHITE BEAVER CREEK,
 QW0594'1/4 MILE WEST OF THE COLUMBUS-BUSTEED STAGE LINE ROAD, IN
 QW0594'THE SE 1/4 SEC. 13, T. 1 N., R. 19 E., ON THE HIGHEST POINT
 QW0594'OF EAST-AND-WEST RIDGE, THE DIVIDE BETWEEN DRAINAGE TO
 QW0594'YELLOWSTONE RIVER AND LAKE BASIN, IN CULTIVATED FIELD ON LAND
 QW0594'OWNED BY J.B. NEWCOMER.  TO REACH FROM RAPELJE GO SOUTH
 QW0594'3-1/2 MILES, THEN WEST 1 MILE, THEN SOUTHEAST 1-1/2 MILES
 QW0594'TO ROAD LEADING ONTO RIDGE, FOLLOW PUBLIC ROAD SOUTHWARD TO
 QW0594'CREST OF RIDGE.  FROM COLUMBUS TAKE BUSTEED ROAD TO TOP OF
 QW0594'DIVIDE.  STATION IS 1/4 MILE WEST ON HIGHEST POINT OF
 QW0594'RIDGE, ABOUT 300 METERS (984 FEET) NORTHWEST OF NEWCOMER
 QW0594'FARMHOUSE.  STATION MARKS ARE STANDARD STATION DISKS IN
 QW0594'CONCRETE.  REFERENCE MARKS ARE STANDARD
 QW0594'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 337.94
 QW0594'METERS (1,108.7 FEET) FROM STATION S 56 DEG 07 MIN E.
 QW0594'NO. 2 IS 287.48 METERS (943.2 FEET) FROM
 QW0594'STATION N 78 DEG 31 MIN E.
 QW0594
 QW0594                          STATION RECOVERY (1939)
 QW0594
 QW0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QW0594'RECOVERED AS ORIGINALLY DESCRIBED WITH THE EXCEPTION THAT
 QW0594'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2
 QW0594'SHOULD BE REVERSED.  SURFACE MARK, PROJECTS 3 INCHES,
 QW0594'STAMPED BEAVER 1925, AN UNDERGROUND MARK.  A 4- BY 4-INCH
 QW0594'WHITE POST, PROJECTING 0.755 METER IS 1.385 METERS (4.54
 QW0594'FEET) NORTHEAST BY NORTH OF STATION.  BAROMETRIC ELEVATION
 QW0594'4380 FEET.  BAROMETER NO. 1
 QW0594'
 QW0594'TO REACH FROM COLUMBUS, GO WEST ON U.S. HIGHWAY 10 FOR 1.0
 QW0594'MILES AND TURN RIGHT ON GRAVEL ROAD JUST WEST OF CEMETERY,
 QW0594'GO NORTH FOR 2.0 MILES AND TAKE LEFT FORK, MAIN-TRAVELED
 QW0594'ROAD, GO 5.45 MILES AND TAKE LEFT FORK, FOLLOW MAIN ROAD UP
 QW0594'HILL FOR 3.05 MILES, PASS AIRWAY BEACON AND CONTINUE NORTH
 QW0594'ON MAIN ROAD 2.3 MILES AND TURN WEST ON T-ROAD AT THREE
 QW0594'MAIL BOXES, GO WEST AND NORTH 2.7 MILES AND TURN EAST ON
 QW0594'MAIN ROAD, GO 0.5 MILE AND TURN NORTH ON MAIN ROAD, GO 0.15
 QW0594'MILE TO GATE ON WEST SIDE OF ROAD, PASS THROUGH GATE AND
 QW0594'GO NORTHWEST ACROSS COUNTRY FOR 0.3 MILE TO THE HIGHEST
 QW0594'POINT, AND STATION.
 QW0594'
 QW0594'REFERENCE MARK NO. 1 IS IN
 QW0594'NORTH-SOUTH FENCE LINE ON THE WEST SIDE OF ROAD, 1 INCH
 QW0594'BELOW THE SURFACE AND STAMPED BEAVER NO. 1 1925.
 QW0594'
 QW0594'REFERENCE MARK NO. 2 (AZIMUTH MARK),
 QW0594'IS IN NORTH-SOUTH FENCE LINE (SAME FENCE) ON WEST SIDE
 QW0594'OF ROAD, PROJECTING 2 INCHES ABOVE GROUND AND STAMPED BEAVER
 QW0594'NO. 2 1925.
 QW0594'
 QW0594'REFERENCE MARK NO. 3 IS LEVEL WITH STATION.  THE MARK PROJECTS
 QW0594'7 INCHES ABOVE GROUND AND IS STAMPED BEAVER NO. 3 1939.
 QW0594'
 QW0594'THE TWO AIRWAY BEACONS MENTIONED ABOVE
 QW0594'FLASH RED AND WHITE AT 8-SECOND INTERVALS.  AIRWAY
 QW0594'BEACON NO. 16 FLASHES WHITE AT 9-SECOND INTERVALS.
 QW0594
 QW0594                          STATION RECOVERY (1956)
 QW0594
 QW0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QW0594'STATION MARK - STANDARD NGS DISK SET IN CONCRETE POST PROJECTING 3 IN.
 QW0594'STAMPED ---BEAVER 1925---.
 QW0594'
 QW0594'REFERENCE MARKS - NONE.
 QW0594
 QW0594                          STATION RECOVERY (1962)
 QW0594
 QW0594'RECOVERY NOTE BY US AIR FORCE 1962
 QW0594'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW TO REACH
 QW0594'AS FOLLOWS--
 QW0594'
 QW0594'TO REACH FROM RAPELJE, GO S FROM MAIN DIRT ROAD INTERSECTION
 QW0594'IN TOWN, TRAVEL S 10.4 MILES ALONG THE ROAD BETWEEN COLUMBUS
 QW0594'AND RAPELJE.  TURN RIGHT (WEST) AT THIS POINT AND CROSS
 QW0594'CATTLEGUARD.  CONTINUE ON FARM ROAD 0.5 MILE TO SECOND CATTLEGUARD.
 QW0594'PROCEED WEST FOR ANOTHER 0.5 MILE AND LEAVE ROAD TO THE LEFT
 QW0594'AND GO THRU RIGHT (WEST) GATE OF TWO FENCE GATES.  FROM
 QW0594'GATE GO WSW 0.3 MILE TO TOP OF RIDGE LINE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1136 ***********************************************************************
 SR1136  DESIGNATION -  BEAVER
 SR1136  PID         -  SR1136
 SR1136  STATE/COUNTY-  MT/FERGUS
 SR1136  USGS QUAD   -  GLENGARRY (1970)
 SR1136
 SR1136                         *CURRENT SURVEY CONTROL
 SR1136  ___________________________________________________________________
 SR1136* NAD 83(1992)-  47 02 43.82133(N)    109 36 11.20021(W)     ADJUSTED  
 SR1136* NAVD 88     -      1281.0    (meters)    4203.     (feet)  VERTCON   
 SR1136  ___________________________________________________________________
 SR1136  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 SR1136  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 SR1136
 SR1136  HORZ ORDER  -  SECOND
 SR1136
 SR1136.The horizontal coordinates were established by classical geodetic methods
 SR1136.and adjusted by the National Geodetic Survey in July 1992..
 SR1136
 SR1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1136
 SR1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1136
 SR1136.The geoid height was determined by GEOID03.
 SR1136
 SR1136;                    North         East     Units Scale Factor Converg.
 SR1136;SPC MT       -   310,638.445   592,169.198   MT  0.99939280   -0 04 31.5
 SR1136;SPC MT       - 1,019,155.00  1,942,812.33   iFT  0.99939280   -0 04 31.5
 SR1136;UTM  12      - 5,211,167.819   606,108.341   MT  0.99973838   +1 01 20.9
 SR1136
 SR1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1136!SPC MT       -   0.99980125  x   0.99939280  =   0.99919417
 SR1136!UTM  12      -   0.99980125  x   0.99973838  =   0.99953968
 SR1136
 SR1136|---------------------------------------------------------------------|
 SR1136| PID    Reference Object                     Distance      Geod. Az  |
 SR1136|                                                           dddmmss.s |
 SR1136| CQ5026 BEAVER RM 2                           8.376 METERS 04626     |
 SR1136| SR1116 LEWISTOWN MUN APT TK AND BCN        APPROX.11.3 KM 0892940.4 |
 SR1136| RV0763 HORAN                               APPROX.24.4 KM 1854045.5 |
 SR1136| RV0765 MOORE MUNICIPAL TANK                APPROX.10.6 KM 2193140.2 |
 SR1136| CQ5025 BEAVER RM 1                           9.874 METERS 25148     |
 SR1136|---------------------------------------------------------------------|
 SR1136
 SR1136                          SUPERSEDED SURVEY CONTROL
 SR1136
 SR1136  NAD 83(1986)-  47 02 43.81784(N)    109 36 11.18059(W) AD(       ) 2
 SR1136  NAD 27      -  47 02 43.92770(N)    109 36 08.51640(W) AD(       ) 2
 SR1136  NGVD 29 (07/19/86) 1280.1    (m)         4200.     (f) VERT ANG       
 SR1136
 SR1136.Superseded values are not recommended for survey control.
 SR1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1136.See file dsdata.txt to determine how the superseded data were derived.
 SR1136
 SR1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT0610811168(NAD 83)
 SR1136_MARKER: DS = TRIANGULATION STATION DISK
 SR1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1136
 SR1136  HISTORY     - Date     Condition        Report By
 SR1136  HISTORY     - 1961     MONUMENTED       CGS
 SR1136  HISTORY     - 1969     GOOD             CGS
 SR1136  HISTORY     - 1980     GOOD             NGS
 SR1136
 SR1136                          STATION DESCRIPTION
 SR1136
 SR1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1136'THE STATION IS LOCATED ABOUT 8 MILES WEST OF LEWISTOWN AND 6
 SR1136'MILES NORTHEAST OF MOORE, ON A RIDGE BETWEEN BEAVER CREEK
 SR1136'AND KING COULEE.
 SR1136'
 SR1136'TO REACH THE STATION FROM THE COURTHOUSE IN LEWISTOWN, GO
 SR1136'WEST ON U.S. HIGHWAY 87 FOR 8.4 MILES TO A ROAD RIGHT AND SIGNS
 SR1136'ROSS FORK AND KOLIN.  TURN RIGHT AND FOLLOW THE GRAVELED ROAD
 SR1136'FOR 0.6 MILE TO A ROAD RIGHT, TURN RIGHT AND FOLLOW THE
 SR1136'TRACK ROAD UP GRADE FOR 0.25 MILE, TURN LEFT WITH THE ROAD
 SR1136'AND GO 0.15 MILE TO THE STATION ON THE RIGHT.
 SR1136'
 SR1136'THE STATION MARK IS A STANDARD DISK STAMPED BEAVER 1961, SET
 SR1136'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS
 SR1136'39 FEET EAST OF THE CENTER OF THE ROAD AND 9.0 FEET WEST OF THE
 SR1136'WITNESS POST AND FENCE.
 SR1136'
 SR1136'R.M. 1 IS A STANDARD DISK STAMPED BEAVER NO 1 1961, SET IN A
 SR1136'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 1 FOOT
 SR1136'WEST OF THE FENCE.
 SR1136'
 SR1136'R.M. 2 IS A STANDARD DISK STAMPED BEAVER NO 2 1961, SET IN A
 SR1136'SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND IS 1 FOOT
 SR1136'WEST OF THE FENCE.
 SR1136
 SR1136                          STATION RECOVERY (1969)
 SR1136
 SR1136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SR1136'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 SR1136'DESCRIBED.
 SR1136'
 SR1136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST
 SR1136'OF LEWISTOWN
 SR1136
 SR1136                          STATION RECOVERY (1980)
 SR1136
 SR1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 SR1136'STATION MARK AND RMS 1 AND 2 RECOVERED AS DESCRIBED.
 SR1136'
 SR1136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST OF
 SR1136'LEWISTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0622 ***********************************************************************
 TJ0622  DESIGNATION -  BEAVER
 TJ0622  PID         -  TJ0622
 TJ0622  STATE/COUNTY-  MT/VALLEY
 TJ0622  USGS QUAD   -  MILLER COULEE WEST (1985)
 TJ0622
 TJ0622                         *CURRENT SURVEY CONTROL
 TJ0622  ___________________________________________________________________
 TJ0622* NAD 83(1992)-  48 01 12.66148(N)    106 52 55.71946(W)     ADJUSTED  
 TJ0622* NAVD 88     -       763.8    (meters)    2506.     (feet)  VERTCON   
 TJ0622  ___________________________________________________________________
 TJ0622  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 TJ0622  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TJ0622
 TJ0622  HORZ ORDER  -  THIRD
 TJ0622
 TJ0622.The horizontal coordinates were established by classical geodetic methods
 TJ0622.and adjusted by the National Geodetic Survey in July 1992..
 TJ0622
 TJ0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0622
 TJ0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0622
 TJ0622.The geoid height was determined by GEOID03.
 TJ0622
 TJ0622;                    North         East     Units Scale Factor Converg.
 TJ0622;SPC MT       -   422,200.765   795,157.526   MT  0.99954769   +1 54 53.9
 TJ0622;SPC MT       - 1,385,173.11  2,608,784.53   iFT  0.99954769   +1 54 53.9
 TJ0622;UTM  13      - 5,320,257.422   359,657.898   MT  0.99984202   -1 23 57.8
 TJ0622
 TJ0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0622!SPC MT       -   0.99988290  x   0.99954769  =   0.99943064
 TJ0622!UTM  13      -   0.99988290  x   0.99984202  =   0.99972493
 TJ0622
 TJ0622:                Primary Azimuth Mark                     Grid Az
 TJ0622:SPC MT       -  LONE TREE                                191 02 49.4
 TJ0622:UTM  13      -  LONE TREE                                194 21 41.1
 TJ0622
 TJ0622|---------------------------------------------------------------------|
 TJ0622| PID    Reference Object                     Distance      Geod. Az  |
 TJ0622|                                                           dddmmss.s |
 TJ0622| SQ0520 LONE TREE                           APPROX.10.3 KM 1925743.3 |
 TJ0622|---------------------------------------------------------------------|
 TJ0622
 TJ0622                          SUPERSEDED SURVEY CONTROL
 TJ0622
 TJ0622  NAD 83(1986)-  48 01 12.65762(N)    106 52 55.70943(W) AD(       ) 3
 TJ0622  NAD 27      -  48 01 12.60228(N)    106 52 53.48736(W) AD(       ) 3
 TJ0622  NGVD 29 (07/19/86)  763.1    (m)         2504.     (f) VERT ANG       
 TJ0622
 TJ0622.Superseded values are not recommended for survey control.
 TJ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0622.See file dsdata.txt to determine how the superseded data were derived.
 TJ0622
 TJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP5965820257(NAD 83)
 TJ0622_MARKER: DD = SURVEY DISK
 TJ0622_SETTING: 80 = SET IN A BOULDER
 TJ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0622+STABILITY: SURFACE MOTION
 TJ0622
 TJ0622  HISTORY     - Date     Condition        Report By
 TJ0622  HISTORY     - 1957     MONUMENTED       USGS
 TJ0622
 TJ0622                          STATION DESCRIPTION
 TJ0622
 TJ0622'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TJ0622'STATION LOCATED ABOUT 12 MI. S. OF AND 12 MI. W. OF GALSGOW, ABOUT
 TJ0622'1 1/2 MI. SE. OF THE JUNCTION OF BEAVER CREEK WITH ITS S. FORK, ABOUT
 TJ0622'0.6 MI. NE. OF THE CORNER OF SECTION, 12, 7, 13, 18, T.26 N., R.37-38
 TJ0622'E., THE MOST NORTHERLY POINT OF THE RIDGE BETWEEN BEAVER CREEK, LONE
 TJ0622'TREE CREEK AND WILLOW CREEK.
 TJ0622'
 TJ0622'TO REACH STATION FROM JUNCTION U.S. HIGHWAY 2 AND STATE HIGHWAY 24 AT
 TJ0622'GLASGOW, GO SE. ALONG HIGHWAY 24, 10.1 MI. TO JUNCTION WITH
 TJ0622'---THE PINES RD.--- TAKE RIGHT FORK ALONG PINES RD. S.  AND THENCE SW.
 TJ0622'14.5 MI. TO Y-RD. AT CATTLE GUARD AND SIGN ---THE PINES 12 MI.---,
 TJ0622'CONTINUE STRAIGHT AHEAD ON MAIN GRADED RD. 3.1 MI. TO Y-RD., TURN
 TJ0622'RIGHT N., ALONG TRACK RD. 1.4 MI. TO BRIDGE ACROSS WILLOW CREEK, CROSS
 TJ0622'BRIDGE AND TAKE LEFT FORK SW. ALONG WILLOW CREEK 2.6 MI. TO LONE TREE
 TJ0622'CREEK, FOLLOW UP LONE TREE CREEK ON TRACK RD. 6.6 MI. TO CROSSING OF
 TJ0622'E-W. SEISMOGRAPH TRAIL AT TOP OF DIVIDE BETWEEN LONE TREE AND BEAVER
 TJ0622'CREEK DRAINAGES, TURN RIGHT AND FOLLOW TRAIL E. 0.7 MI. TO TOP OF
 TJ0622'RIDGE TURN RIGHT SE.FOLLOWING SPUR RIDGE 0.7 MI. TO TOP AT RIDGE
 TJ0622'JUNCTION, CONTINUE 0.1 MI. TO JUNCTION WITH RIDGE NE., TURN LEFT AND
 TJ0622'PROCEED NE., KEEPING ALWAYS TO TOP OF MAIN DIVIDE,
 TJ0622'5.7 MI. TO BARE GRAVELED TOP AND STATION NEAR W. EDGE OF RIM, ABOUT
 TJ0622'0.5 MI. SW. OF MOST NORTHERLY POINT OF RIM.
 TJ0622'
 TJ0622'STATION MARK - STANDARD TABLET CEMENTED IN IMBEDDED LIMESTONE BOULDER,
 TJ0622'SET FLUSH WITH GROUND, MEASURING 2 FT. BY  2 FT., STAMPED ---BEAVER
 TJ0622'1957---
 TJ0622'
 TJ0622'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TOP OF A 2 BY 4 FT.
 TJ0622'POST PROJECTING 0.9 FT. AND SET 64.55 FT. FROM STATION,
 TJ0622'S 05 DEG 25 MIN E.
 TJ0622'
 TJ0622'REFERENCE MARK NO.2 - 1/2 IN. REINFORCING ROD PROJECTING 0.8 FT. AND
 TJ0622'SET 26.52 FT. FROM STATION, S 82 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0640 ***********************************************************************
 TJ0640  DESIGNATION -  BEAVER
 TJ0640  PID         -  TJ0640
 TJ0640  STATE/COUNTY-  MT/PHILLIPS
 TJ0640  USGS QUAD   -  PINKS (1984)
 TJ0640
 TJ0640                         *CURRENT SURVEY CONTROL
 TJ0640  ___________________________________________________________________
 TJ0640* NAD 83(1992)-  48 15 36.35900(N)    107 30 19.80166(W)     ADJUSTED  
 TJ0640* NAVD 88     -       816.2    (meters)    2678.     (feet)  VERTCON   
 TJ0640  ___________________________________________________________________
 TJ0640  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 TJ0640  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TJ0640
 TJ0640  HORZ ORDER  -  FIRST
 TJ0640
 TJ0640.The horizontal coordinates were established by classical geodetic methods
 TJ0640.and adjusted by the National Geodetic Survey in July 1992..
 TJ0640
 TJ0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0640
 TJ0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0640
 TJ0640.The geoid height was determined by GEOID03.
 TJ0640
 TJ0640;                    North         East     Units Scale Factor Converg.
 TJ0640;SPC MT       -   447,489.815   748,019.848   MT  0.99963071   +1 27 32.3
 TJ0640;SPC MT       - 1,468,142.44  2,454,133.36   iFT  0.99963071   +1 27 32.3
 TJ0640;UTM  13      - 5,348,244.560   314,049.000   MT  1.00002487   -1 52 12.3
 TJ0640
 TJ0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0640!SPC MT       -   0.99987465  x   0.99963071  =   0.99950541
 TJ0640!UTM  13      -   0.99987465  x   1.00002487  =   0.99989952
 TJ0640
 TJ0640:                Primary Azimuth Mark                     Grid Az
 TJ0640:SPC MT       -  BEAVER AZ MK                             088 59 32.6
 TJ0640:UTM  13      -  BEAVER AZ MK                             092 19 17.2
 TJ0640
 TJ0640|---------------------------------------------------------------------|
 TJ0640| PID    Reference Object                     Distance      Geod. Az  |
 TJ0640|                                                           dddmmss.s |
 TJ0640| CQ5021 BEAVER AZ MK                                       0902704.9 |
 TJ0640|---------------------------------------------------------------------|
 TJ0640
 TJ0640                          SUPERSEDED SURVEY CONTROL
 TJ0640
 TJ0640  NAD 83(1986)-  48 15 36.35429(N)    107 30 19.78883(W) AD(       ) 1
 TJ0640  NAD 27      -  48 15 36.37400(N)    107 30 17.41200(W) AD(       ) 1
 TJ0640  NGVD 29 (07/19/86)  815.5    (m)         2676.     (f) VERT ANG       
 TJ0640
 TJ0640.Superseded values are not recommended for survey control.
 TJ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0640.See file dsdata.txt to determine how the superseded data were derived.
 TJ0640
 TJ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP1404948245(NAD 83)
 TJ0640_MARKER: DS = TRIANGULATION STATION DISK
 TJ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0640
 TJ0640  HISTORY     - Date     Condition        Report By
 TJ0640  HISTORY     - 1934     MONUMENTED       CGS
 TJ0640  HISTORY     - 1974     GOOD             USGS
 TJ0640
 TJ0640                          STATION DESCRIPTION
 TJ0640
 TJ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0640'STATION IS ABOUT 12 MILES SOUTH-SOUTHEAST OF BOWDOIN AND IS
 TJ0640'LOCATED ON A GRASSY HILL ON THE DIVIDE EAST OF BEAVER CREEK.
 TJ0640'THIS HILL IS THE HIGHEST POINT IN THE VICINITY EXCEPT A HILL
 TJ0640'ABOUT 1/2 MILE EAST.  THE HILL TO THE EAST HAS A CAIRN ON
 TJ0640'ITS TOP.  MARKS DESCRIBED IN CONCRETE.
 TJ0640'
 TJ0640'REFERENCE MARK NO. 1, IS NORTHEAST OF THE STATION.
 TJ0640'
 TJ0640'REFERENCE MARK NO. 2, IS SOUTHEAST OF THE STATION.
 TJ0640'
 TJ0640'AZIMUTH MARK, IS ABOUT 1/2 MILE EAST OF THE STATION,
 TJ0640'ON THE HIGHEST HILL IN THE VICINITY AND IS FOUR FEET WEST OF A
 TJ0640'LARGE CAIRN.
 TJ0640'
 TJ0640'THE STATION IS REACHED FROM BOWDOIN BY GOING SOUTH ON THE
 TJ0640'MAIN ROAD 2.0 MILES TO A CROSSROADS.  TURN LEFT (EAST) AND
 TJ0640'FOLLOW THE MAIN ROAD 8.7 MILES TO A POINT ABOUT 1/4 MILE SOUTH
 TJ0640'OF A FENCE CORNER ON THE WEST SIDE OF THE ROAD.  TURN OFF
 TJ0640'THE ROAD TO THE EAST AND FOLLOW A DIM ROAD ALONG THE SOUTH
 TJ0640'SIDE OF A WASH OR DITCH.  FOLLOW THE ROAD 0.8 MILE.  AT THIS
 TJ0640'POINT TURN RIGHT UP A CANYON HEADING TO THE SOUTHEAST.  PICK
 TJ0640'UP A DIM ROAD WITHIN 1/4 MILE AND FOLLOW THIS ROAD ABOUT 1/4
 TJ0640'MILE TO THE HEAD OF THE CANYON AND THE TOP OF THE GRADE.
 TJ0640'BEAR EAST ON THE SAME TRAIL 1.4 MILES.  AT THIS POINT BEAR TO
 TJ0640'THE NORTH ABOUT 0.4 MILE TO A SMALL DRY LAKE BED, PASS
 TJ0640'AROUND THE DRY LAKE TO THE SOUTH AND WEST AND GO NORTH 0.2
 TJ0640'MILE FROM THE LAKE TO THE TOP OF THE HILL AND THE STATION.
 TJ0640'
 TJ0640'A 15-FOOT STAND WAS ERECTED.
 TJ0640
 TJ0640                          STATION RECOVERY (1974)
 TJ0640
 TJ0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TJ0640'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 TJ0640'CONDITION.
 TJ0640'
 TJ0640'REVISED ROUTE DESCRIPTION--
 TJ0640'
 TJ0640'STATION IS LOCATED S 28 DEG W ABOUT 16 MILES FROM SACO,
 TJ0640'MONTANA ON A GRASSY HILL ON THE DIVIDE OF EAST BEAVER CREEK.
 TJ0640'THE AZIMUTH MARK IS LOCATED ON A HILL 1/2 MILE EAST AND THE
 TJ0640'HIGHEST POINT IN THE VICINITY.
 TJ0640'
 TJ0640'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MONTANA
 TJ0640'SECONDARY 243 ON THE WEST EDGE OF SACO, MONTANA GO WEST ON
 TJ0640'U.S. HIGHWAY 2 FOR 10.6 MILES TO A T-RD SOUTH JUST WEST
 TJ0640'OF SIGN BOWDOIN NATIONAL WILDLIFE REFUGE.  TURN LEFT AND GO
 TJ0640'SOUTH ON GRADED COUNTY ROAD FOR 2.1 MILES TO A JUNCTION
 TJ0640'WITH OLD HIGHWAY 2.  CONTINUE STRAIGHT AHEAD ON COUNTY ROAD
 TJ0640'FOR 2.65 MILES TO THE GREAT NORTHERN RAILROAD TRACKS.  CONTINUE
 TJ0640'WEST AND SOUTH ON COUNTY ROAD, PASSING THE OLD BOWDOIN
 TJ0640'TOWNSITE, FOR 4.1 MILES TO A T-RD. NORTH, JUST SOUTH OF AN
 TJ0640'ABANDONED SCHOOL BUILDING.  TURN LEFT AND GO GENERALLY
 TJ0640'SOUTH ON COUNTY ROAD FOR 11.8 MILES TO A T-RD. EAST, ABOUT
 TJ0640'300 FT. NORTH OF A T-JUNCTION EAST IN THE COUNTY ROAD
 TJ0640'AT SOLBERGS MAIL BOX.  TURN LEFT THROUGH GATE AND FOLLOW
 TJ0640'TRACK ROAD GENERALLY NE FOR 1.0 MILES TO A GATE AT A
 TJ0640'T-FENCE SOUTH.  PASS THROUGH GATE AND CONTINUE STRAIGHT
 TJ0640'AHEAD FOR 0.25 MILES TO THE SOUTH EDGE OF A CULTIVATED
 TJ0640'FIELD.  CONTINUE STRAIGHT AHEAD ACROSS CULTIVATED FIELD ON
 TJ0640'TRACK ROAD FOR 0.9 MILES TO A GATE AT A FENCE CORNER.
 TJ0640'PASS THROUGH GATE AND GO GENERALLY NE ON TRACK ROAD FOR 0.55
 TJ0640'MILES TO A X-RDS.  CONTINUE STRAIGHT AHEAD FOR 0.55 MILES
 TJ0640'TO A Y-FORK.  TAKE LEFT FORK AND GO NW FOR 0.1 MILES TO
 TJ0640'A SMALL EARTH TANK.  THENCE NW ACROSS COUNTRY FOR 0.25
 TJ0640'MILES TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0646 ***********************************************************************
 TJ0646  DESIGNATION -  BEAVER
 TJ0646  PID         -  TJ0646
 TJ0646  STATE/COUNTY-  MT/PHILLIPS
 TJ0646  USGS QUAD   -  CONTENT NW (1984)
 TJ0646
 TJ0646                         *CURRENT SURVEY CONTROL
 TJ0646  ___________________________________________________________________
 TJ0646* NAD 83(1992)-  48 14 14.24579(N)    107 40 32.09438(W)     ADJUSTED  
 TJ0646* NAVD 88     -       793.     (meters)    2602.     (feet)  VERTCON   
 TJ0646  ___________________________________________________________________
 TJ0646  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 TJ0646  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TJ0646
 TJ0646  HORZ ORDER  -  THIRD
 TJ0646
 TJ0646.The horizontal coordinates were established by classical geodetic methods
 TJ0646.and adjusted by the National Geodetic Survey in July 1992..
 TJ0646
 TJ0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0646
 TJ0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0646
 TJ0646.The geoid height was determined by GEOID03.
 TJ0646
 TJ0646;                    North         East     Units Scale Factor Converg.
 TJ0646;SPC MT       -   444,647.459   735,458.867   MT  0.99962205   +1 20 04.5
 TJ0646;SPC MT       - 1,458,817.12  2,412,922.79   iFT  0.99962205   +1 20 04.5
 TJ0646;UTM  13      - 5,346,135.730   301,338.681   MT  1.00008494   -1 59 47.0
 TJ0646
 TJ0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0646!SPC MT       -   0.99987834  x   0.99962205  =   0.99950044
 TJ0646!UTM  13      -   0.99987834  x   1.00008494  =   0.99996327
 TJ0646
 TJ0646:                Primary Azimuth Mark                     Grid Az
 TJ0646:SPC MT       -  BARB                                     265 16 01.3
 TJ0646:UTM  13      -  BARB                                     268 35 52.8
 TJ0646
 TJ0646|---------------------------------------------------------------------|
 TJ0646| PID    Reference Object                     Distance      Geod. Az  |
 TJ0646|                                                           dddmmss.s |
 TJ0646| TJ0647 BARB                                APPROX. 6.6 KM 2663605.8 |
 TJ0646|---------------------------------------------------------------------|
 TJ0646
 TJ0646                          SUPERSEDED SURVEY CONTROL
 TJ0646
 TJ0646  NAD 83(1986)-  48 14 14.24048(N)    107 40 32.08245(W) AD(       ) 3
 TJ0646  NAD 27      -  48 14 14.25478(N)    107 40 29.68470(W) AD(       ) 3
 TJ0646  NGVD 29 (07/19/86)  792.     (m)         2598.     (f) VERT ANG       
 TJ0646
 TJ0646.Superseded values are not recommended for survey control.
 TJ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0646.See file dsdata.txt to determine how the superseded data were derived.
 TJ0646
 TJ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP0133946136(NAD 83)
 TJ0646_MARKER: Z = SEE DESCRIPTION
 TJ0646_SETTING: 0 = UNSPECIFIED SETTING
 TJ0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0646
 TJ0646  HISTORY     - Date     Condition        Report By
 TJ0646  HISTORY     - 1903     MONUMENTED       USGS
 TJ0646
 TJ0646                          STATION DESCRIPTION
 TJ0646
 TJ0646'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 TJ0646'ON PRAIRIE HILL 12 MI. S. OF LAKE BOWDOIN.
 TJ0646'
 TJ0646'STATION MARK - AN IRON BENCH-MARK POST SET 36 IN. IN THE GROUND.
 TJ0646'
 TJ0646'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0752 ***********************************************************************
 TH0752  DESIGNATION -  BEAVER
 TH0752  PID         -  TH0752
 TH0752  STATE/COUNTY-  MT/SHERIDAN
 TH0752  USGS QUAD   -  GOODALE COULEE (1973)
 TH0752
 TH0752                         *CURRENT SURVEY CONTROL
 TH0752  ___________________________________________________________________
 TH0752* NAD 83(1992)-  48 58 47.41380(N)    105 02 34.52677(W)     ADJUSTED  
 TH0752* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 TH0752  ___________________________________________________________________
 TH0752  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 TH0752  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 TH0752
 TH0752  HORZ ORDER  -  THIRD
 TH0752
 TH0752.The horizontal coordinates were established by classical geodetic methods
 TH0752.and adjusted by the National Geodetic Survey in July 1992..
 TH0752
 TH0752.The orthometric height was scaled from a topographic map.
 TH0752
 TH0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0752
 TH0752.The geoid height was determined by GEOID03.
 TH0752
 TH0752;                    North         East     Units Scale Factor Converg.
 TH0752;SPC MT       -   534,905.540   926,083.784   MT  0.99998765   +3 15 37.3
 TH0752;SPC MT       - 1,754,939.44  3,038,332.62   iFT  0.99998765   +3 15 37.3
 TH0752;UTM  13      - 5,425,215.266   496,859.156   MT  0.99960012   -0 01 56.6
 TH0752
 TH0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0752!SPC MT       -   0.99988366  x   0.99998765  =   0.99987132
 TH0752!UTM  13      -   0.99988366  x   0.99960012  =   0.99948383
 TH0752
 TH0752:                Primary Azimuth Mark                     Grid Az
 TH0752:SPC MT       -  FIRE                                     272 28 29.6
 TH0752:UTM  13      -  FIRE                                     275 46 03.5
 TH0752
 TH0752|---------------------------------------------------------------------|
 TH0752| PID    Reference Object                     Distance      Geod. Az  |
 TH0752|                                                           dddmmss.s |
 TH0752| TH0751 FIRE                                APPROX. 2.9 KM 2754406.9 |
 TH0752|---------------------------------------------------------------------|
 TH0752
 TH0752                          SUPERSEDED SURVEY CONTROL
 TH0752
 TH0752  NAD 83(1986)-  48 58 47.41459(N)    105 02 34.52707(W) AD(       ) 3
 TH0752
 TH0752.Superseded values are not recommended for survey control.
 TH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0752.See file dsdata.txt to determine how the superseded data were derived.
 TH0752
 TH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ9685925215(NAD 83)
 TH0752_MARKER: DD = SURVEY DISK
 TH0752_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TH0752_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TH0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0752
 TH0752  HISTORY     - Date     Condition        Report By
 TH0752  HISTORY     - 1911     MONUMENTED       IBC
 TH0752
 TH0752                          STATION DESCRIPTION
 TH0752
 TH0752'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0752'ABOUT 1-1/2 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 550, IN NE
 TH0752'1/4 SECTION 7, TOWNSHIP 37 N, RANGE 51 E, PRINCIPAL MERIDIAN.  THE
 TH0752'STATION IS ON A ROCKY RIDGE, ABOUT ONE - THIRD MILE WEST OF BEAVER
 TH0752'CREEK, AT A POINT WHERE THE CREEK TURNS EASTWARD, THEN NORTHWARD,
 TH0752'AND THEN EASTWARD AGAIN.
 TH0752'
 TH0752'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TH0752'MASS OF CONCRETE.  ONE REFERENCE MARK IS A CROSS ON A ROCK 15.09
 TH0752'METERS FROM THE STATION IN BEARING 20 DEGREES.  A SECOND REFERENCE
 TH0752'MARK IS AN ARROW ON A FLAT - TOPPED SQUARE ROCK 3.77 METERS FROM THE
 TH0752'STATION IN BEARING 150 DEGREES.  A THIRD REFERENCE MARK IS A CROSSED
 TH0752'ARROW ON A ROCK 6.11 METERS FROM THE STATION IN BEARING 275 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0557 ***********************************************************************
 RW0557  DESIGNATION -  BEAVER CR
 RW0557  PID         -  RW0557
 RW0557  STATE/COUNTY-  MT/BROADWATER
 RW0557  USGS QUAD   -  TOWNSEND NE (1986)
 RW0557
 RW0557                         *CURRENT SURVEY CONTROL
 RW0557  ___________________________________________________________________
 RW0557* NAD 83(1992)-  46 29 09.63021(N)    111 35 07.73526(W)     ADJUSTED  
 RW0557* NAVD 88     -      1269.3    (meters)    4164.     (feet)  VERTCON   
 RW0557  ___________________________________________________________________
 RW0557  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 RW0557  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 RW0557
 RW0557  HORZ ORDER  -  THIRD
 RW0557
 RW0557.The horizontal coordinates were established by classical geodetic methods
 RW0557.and adjusted by the National Geodetic Survey in July 1992..
 RW0557
 RW0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0557
 RW0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0557
 RW0557.The geoid height was determined by GEOID03.
 RW0557
 RW0557;                    North         East     Units Scale Factor Converg.
 RW0557;SPC MT       -   250,603.421   439,981.380   MT  0.99943458   -1 31 31.9
 RW0557;SPC MT       -   822,189.70  1,443,508.46   iFT  0.99943458   -1 31 31.9
 RW0557;UTM  12      - 5,148,215.169   455,063.376   MT  0.99962482   -0 25 28.6
 RW0557
 RW0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0557!SPC MT       -   0.99980307  x   0.99943458  =   0.99923776
 RW0557!UTM  12      -   0.99980307  x   0.99962482  =   0.99942796
 RW0557
 RW0557                          SUPERSEDED SURVEY CONTROL
 RW0557
 RW0557  NAD 83(1986)-  46 29 09.62001(N)    111 35 07.70614(W) AD(       ) 3
 RW0557  NGVD 29 (06/12/92) 1268.3    (m)         4161.     (f) VERT ANG       
 RW0557
 RW0557.Superseded values are not recommended for survey control.
 RW0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0557.See file dsdata.txt to determine how the superseded data were derived.
 RW0557
 RW0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS5506348215(NAD 83)
 RW0557_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RW0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RW0557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RW0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0557
 RW0557  HISTORY     - Date     Condition        Report By
 RW0557  HISTORY     - UNK      MONUMENTED       MORC
 RW0557  HISTORY     - 1972     GOOD             USGS
 RW0557
 RW0557                          STATION DESCRIPTION
 RW0557
 RW0557'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0557'LOCATED ON THE LEFT BANK, ON A KNOLL OF A LONG RIDGE, LAND 600 FT.
 RW0557'NW. IS AS HIGH AS THE STATION AND GRADUALLY GETS HIGHER TO THE NW.,
 RW0557'IS 2-1/2 MI. NW. FROM PICKERING FERRY AND SAME DISTANCE SW. OF BLAKE
 RW0557'FERRY.
 RW0557'
 RW0557'RECOVERED AND REDESCRIBED AS FOLLOWS
 RW0557'
 RW0557'THE STATION IS LOCATED ABOUT 3.0 MI. AIRLINE NE. OF WINSTON, MONTANA,
 RW0557'ON NEXT TO LAST TOP OF RIDGE ON E. END, RIDGE RUNS NW-SE., IN SEC. 3,
 RW0557'T 9 N, R 1 E.
 RW0557'
 RW0557'TO REACH FROM THE RAILROAD CROSSING IN WINSTON, MONTANA, GO NE. ON
 RW0557'GRADED RD. TOWARD WHITE EARTH RECREATION AREA 1.6 MI. TO FIELD RD.
 RW0557'NE., THENCE 0.5 MI. TO GATE AND N-S. FENCE.  GO THROUGH GATE AND
 RW0557'TURN S. ALONG DIM RD. ABOUT 0.2 MI. TURN BACK E. AND WORK YOUR WAY
 RW0557'TO TOP OF HIGH RIDGE, AT TOP OF RIDGE CONTINUE SE. ALONG TOP OF
 RW0557'RIDGE APPROXIMATELY 2.0 MI. TO STATION SITE.
 RW0557'
 RW0557'STATION MARK--A M.O.R.C. 4-1/2 IN. PIPE THAT PROJECTS 1.1 FT., WITH
 RW0557'---U.S. MISSOURI RIVER COMMISSION--- CAST ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0593 ***********************************************************************
 SQ0593  DESIGNATION -  BEAVER ET
 SQ0593  PID         -  SQ0593
 SQ0593  STATE/COUNTY-  MT/PHILLIPS
 SQ0593  USGS QUAD   -  EMOND RANCH (1987)
 SQ0593
 SQ0593                         *CURRENT SURVEY CONTROL
 SQ0593  ___________________________________________________________________
 SQ0593* NAD 83(1992)-  47 54 06.33736(N)    107 59 52.34746(W)     ADJUSTED  
 SQ0593* NAVD 88     -       853.     (meters)    2799.     (feet)  VERTCON   
 SQ0593  ___________________________________________________________________
 SQ0593  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 SQ0593  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 SQ0593
 SQ0593  HORZ ORDER  -  THIRD
 SQ0593
 SQ0593.The horizontal coordinates were established by classical geodetic methods
 SQ0593.and adjusted by the National Geodetic Survey in July 1992..
 SQ0593
 SQ0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0593
 SQ0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0593
 SQ0593.The geoid height was determined by GEOID03.
 SQ0593
 SQ0593;                    North         East     Units Scale Factor Converg.
 SQ0593;SPC MT       -   406,854.243   712,247.771   MT  0.99951329   +1 05 55.7
 SQ0593;SPC MT       - 1,334,823.63  2,336,770.90   iFT  0.99951329   +1 05 55.7
 SQ0593;UTM  13      - 5,309,732.312   275,958.067   MT  1.00021683   -2 13 31.2
 SQ0593;UTM  12      - 5,309,744.666   724,359.627   MT  1.00021858   +2 13 42.6
 SQ0593
 SQ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0593!SPC MT       -   0.99986887  x   0.99951329  =   0.99938222
 SQ0593!UTM  13      -   0.99986887  x   1.00021683  =   1.00008567
 SQ0593!UTM  12      -   0.99986887  x   1.00021858  =   1.00008742
 SQ0593
 SQ0593:                Primary Azimuth Mark                     Grid Az
 SQ0593:SPC MT       -  TP 2                                     186 15 33.0
 SQ0593:UTM  13      -  TP 2                                     189 34 59.9
 SQ0593:UTM  12      -  TP 2                                     185 07 46.1
 SQ0593
 SQ0593|---------------------------------------------------------------------|
 SQ0593| PID    Reference Object                     Distance      Geod. Az  |
 SQ0593|                                                           dddmmss.s |
 SQ0593| SR1026 TP 2                                APPROX.13.3 KM 1872128.7 |
 SQ0593|---------------------------------------------------------------------|
 SQ0593
 SQ0593                          SUPERSEDED SURVEY CONTROL
 SQ0593
 SQ0593  NAD 83(1986)-  47 54 06.33101(N)    107 59 52.33338(W) AD(       ) 3
 SQ0593  NAD 27      -  47 54 06.34179(N)    107 59 49.90423(W) AD(       ) 3
 SQ0593  NGVD 29 (07/19/86)  852.     (m)         2795.     (f) VERT ANG       
 SQ0593
 SQ0593.Superseded values are not recommended for survey control.
 SQ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0593.See file dsdata.txt to determine how the superseded data were derived.
 SQ0593
 SQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP7595809732(NAD 83)
 SQ0593_MARKER: DD = SURVEY DISK
 SQ0593_SETTING: 80 = SET IN A BOULDER
 SQ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0593+STABILITY: SURFACE MOTION
 SQ0593
 SQ0593  HISTORY     - Date     Condition        Report By
 SQ0593  HISTORY     - 1965     MONUMENTED       USGS
 SQ0593
 SQ0593                          STATION DESCRIPTION
 SQ0593
 SQ0593'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0593'STATION LOCATED 32 MI. S. AND 6 MI. W. OF MALTA, MONTANA, AND 1 MI. N.
 SQ0593'AND 17 MI. E. OF COBURN BUTTE, ON TOP OF THE E. ONE OF TWO GRASSY
 SQ0593'HILLS, APPROXIMATELY THE SAME ELEVATION.
 SQ0593'
 SQ0593'TO REACH FROM MALTA POST OFFICE, PROCEED S. 0.8 MI. ALONG U.S. HIGHWAY
 SQ0593'191 TO T-RD. SE., TURN LEFT (SOUTHERLY) ALONG PAVED RD. 3.8 MI. TO
 SQ0593'Y-FORK, TAKE RIGHT FORK AND CONTINUE IN A SOUTHERLY DIRECTION ON MAIN
 SQ0593'GRAVEL RD. 25.7 MI. TO A T-RD. W., THENCE W. 4.7 MI. TO CROSSROAD.
 SQ0593'TURN LEFT (S.) 1.5 MI. TO FENCE LINE W., FOLLOW FENCE 0.5 MI., THENCE
 SQ0593'S. 0.3 MI. TO STATION.
 SQ0593'
 SQ0593'STATION MARK--STANDARD TABLET STAMPED ---BEAVER ET 1965---, CEMENTED
 SQ0593'IN LARGE BOULDER, PROJECTING 6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0728 ***********************************************************************
 RV0728  DESIGNATION -  BED
 RV0728  PID         -  RV0728
 RV0728  STATE/COUNTY-  MT/MUSSELSHELL
 RV0728  USGS QUAD   -  PENDER COULEE (1986)
 RV0728
 RV0728                         *CURRENT SURVEY CONTROL
 RV0728  ___________________________________________________________________
 RV0728* NAD 83(1992)-  46 44 03.57604(N)    108 51 18.62709(W)     ADJUSTED  
 RV0728* NAVD 88     -      1324.8    (meters)    4346.     (feet)  VERTCON   
 RV0728  ___________________________________________________________________
 RV0728  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 RV0728  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 RV0728
 RV0728  HORZ ORDER  -  FIRST
 RV0728
 RV0728.The horizontal coordinates were established by classical geodetic methods
 RV0728.and adjusted by the National Geodetic Survey in July 1992..
 RV0728
 RV0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0728
 RV0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0728
 RV0728.The geoid height was determined by GEOID03.
 RV0728
 RV0728;                    North         East     Units Scale Factor Converg.
 RV0728;SPC MT       -   276,263.541   649,255.527   MT  0.99940437   +0 28 18.1
 RV0728;SPC MT       -   906,376.45  2,130,103.44   iFT  0.99940437   +0 28 18.1
 RV0728;UTM  12      - 5,177,875.406   663,865.861   MT  0.99993005   +1 33 43.8
 RV0728
 RV0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0728!SPC MT       -   0.99979436  x   0.99940437  =   0.99919885
 RV0728!UTM  12      -   0.99979436  x   0.99993005  =   0.99972442
 RV0728
 RV0728:                Primary Azimuth Mark                     Grid Az
 RV0728:SPC MT       -  WHITE H S CHIM NR SCHOOL                 092 21 28.4
 RV0728:UTM  12      -  WHITE H S CHIM NR SCHOOL                 091 16 02.7
 RV0728
 RV0728|---------------------------------------------------------------------|
 RV0728| PID    Reference Object                     Distance      Geod. Az  |
 RV0728|                                                           dddmmss.s |
 RV0728| CQ7617 WHITE H S CHIM NR SCHOOL                           0924946.5 |
 RV0728| CQ5274 CENTER ROOF ON HOUSE                               1405808.5 |
 RV0728| CQ5032 BED AZ MK                                          2000304.6 |
 RV0728| CQ5033 BED RM 1                             14.430 METERS 20514     |
 RV0728| RV0737 GREAT FALLS BILLINGS AWY BN 47      APPROX.25.2 KM 2681754.6 |
 RV0728| CQ5034 BED RM 2                             10.326 METERS 30334     |
 RV0728|---------------------------------------------------------------------|
 RV0728
 RV0728                          SUPERSEDED SURVEY CONTROL
 RV0728
 RV0728  NAD 83(1986)-  46 44 03.57200(N)    108 51 18.59967(W) AD(       ) 1
 RV0728  NAD 27      -  46 44 03.69100(N)    108 51 16.05400(W) AD(       ) 1
 RV0728  NGVD 29 (07/19/86) 1324.0    (m)         4344.     (f) VERT ANG       
 RV0728
 RV0728.Superseded values are not recommended for survey control.
 RV0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0728.See file dsdata.txt to determine how the superseded data were derived.
 RV0728
 RV0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS6386677875(NAD 83)
 RV0728_MARKER: DS = TRIANGULATION STATION DISK
 RV0728_SETTING: 66 = SET IN ROCK OUTCROP
 RV0728
 RV0728  HISTORY     - Date     Condition        Report By
 RV0728  HISTORY     - 1934     MONUMENTED       CGS
 RV0728  HISTORY     - 1949     GOOD             CGS
 RV0728
 RV0728                          STATION DESCRIPTION
 RV0728
 RV0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0728'STATION IS ABOUT 25 MILES, AIRLINE, NORTHWEST OF ROUNDUP, ABOUT
 RV0728'1 MILE SOUTH OF THE FERGUS-MUSSELSHELL COUNTY LINE, ON A BARE
 RV0728'HILL NOTICEABLE BECAUSE OF BEDROCK OUTCROPPINGS.
 RV0728'
 RV0728'TO REACH FROM ROUNDUP FROM THE POST OFFICE GO NORTH ON U.S.
 RV0728'HIGHWAY 87 E FOR 9.9 MILES AND TURN LEFT OFF HIGHWAY AT SIGN
 RV0728'READING FLAT.  GO WEST FOR 6.8 MILES AND TURN RIGHT, GO NORTH FOR
 RV0728'4.5 MILES AND TURN LEFT AT SIGN READING FLAT.  FOLLOW MAIN ROAD
 RV0728'5.5 MILES.  AT THIS POINT THE MAIN ROAD BEARS TO THE LEFT OR
 RV0728'NORTHWEST AND A VERY DIM ROAD CONTINUES STRAIGHT AHEAD.  TAKE
 RV0728'THIS DIM ROAD NORTH FOR 0.4 MILE AND TURN RIGHT THROUGH A
 RV0728'FENCE.  GO 1.3 MILES ON THE MAIN ROAD TO A GATE, PASS THROUGH
 RV0728'GATE AND GO 1.1 MILES TO A GROUP OF RANCH BUILDINGS, GO NORTH
 RV0728'AND BEAR TO RIGHT THROUGH A GATE JUST NORTH OF SAID
 RV0728'BUILDINGS.  GO NORTH 0.8 MILE, CONTINUE STRAIGHT AHEAD
 RV0728'NORTH FOR 1.4 MILES, AGAIN CONTINUE STRAIGHT AHEAD AND GO
 RV0728'0.4 MILE TO A GATE NEAR SOME OLD BUILDINGS, PASS THROUGH GATE
 RV0728'AND GO 0.3 MILE TO A FORKS, TAKE RIGHT FORK AND GO 0.3 MILE
 RV0728'TO A FORKS, TAKE LEFT FORK AND GO 0.2 MILE TO A FORKS, TAKE
 RV0728'LEFT FORK ONTO A DIM ROAD AND GO 0.2 MILE, TURN RIGHT OFF ROAD
 RV0728'AND DRIVE 0.5 MILE NORTH AND EAST TO THE STATION.
 RV0728'
 RV0728'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 RV0728'DRILL HOLE IN ROCK OUTCROP.
 RV0728
 RV0728                          STATION RECOVERY (1949)
 RV0728
 RV0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RV0728'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 RV0728'TO BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET BY THIS
 RV0728'PARTY, AND THE ROADS WERE FOUND TO HAVE BEEN CHANGED.  A COMPLETE
 RV0728'NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 RV0728'
 RV0728'TO REACH THE STATION FROM THE POST OFFICE IN ROUNDUP, GO NORTH
 RV0728'ON U.S. HIGHWAY NO. 87 FOR 9.9 MILES TO A GRAVELED CROSSROAD
 RV0728'AND A SIGN READING FLAT RIVER ON THE RIGHT, TURN LEFT, WEST,
 RV0728'AND GO WEST FOR 7.0 MILES TO A CROSSROAD AND CATTLE GUARD ON
 RV0728'THE RIGHT, TURN RIGHT, NORTH, AND GO 4.1 MILES TO ANOTHER
 RV0728'CROSSROAD AND SIGN READING FLAT, HERE TURN LEFT AND FOLLOW THE
 RV0728'MAIN TRAVELED ROAD FOR 5.6 MILES TO A FORK, CONTINUE AHEAD ON
 RV0728'RIGHT FORK AND KEEP TO THE MAIN TRAVELED ROAD FOR 1.7 MILES TO
 RV0728'ANOTHER FORK, TAKE LEFT FORK AND GO FOR 3.0 MILES TO RANCH
 RV0728'BUILDINGS ON THE LEFT, AND A GATE ON THE RIGHT, HERE TURN
 RV0728'RIGHT AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.0 MILE TO A GATE,
 RV0728'PASS THROUGH GATE AND GO FOR 0.3 MILE TO A FORK, HERE TAKE
 RV0728'RIGHT FORK FOR 1.05 MILE TO A FORK, HERE TAKE LEFT FORK FOR
 RV0728'0.35 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE FOR
 RV0728'0.15 MILE TO THE AZIMUTH MARK, JUST AFTER GOING UP A SHORT,
 RV0728'STEEP, RISE.  FROM THE AZIMUTH MARK, GO IN A NORTHEASTERLY
 RV0728'DIRECTION FOR ABOUT 0.4 MILE ACROSS COUNTRY TO THE STATION ON
 RV0728'THE HIGHEST POINT OF A ROCKY HILL AND THE STATION.
 RV0728'
 RV0728'THE AZIMUTH MARK IS 27 FEET EAST OF A DIM TRACK ROAD, AND 3 FEET
 RV0728'WEST OF A WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF
 RV0728'A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS ABOUT 8
 RV0728'INCHES, AND THE DISK IS STAMPED BED 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0626 ***********************************************************************
 QX0626  DESIGNATION -  BELGRADE PRESB CHURCH SPIRE
 QX0626  PID         -  QX0626
 QX0626  STATE/COUNTY-  MT/GALLATIN
 QX0626  USGS QUAD   -  BELGRADE (1987)
 QX0626
 QX0626                         *CURRENT SURVEY CONTROL
 QX0626  ___________________________________________________________________
 QX0626* NAD 83(1992)-  45 46 26.11200(N)    111 10 47.38576(W)     ADJUSTED  
 QX0626* NAVD 88     -                                                        
 QX0626  ___________________________________________________________________
 QX0626  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 QX0626  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 QX0626
 QX0626  HORZ ORDER  -  THIRD
 QX0626
 QX0626.The horizontal coordinates were established by classical geodetic methods
 QX0626.and adjusted by the National Geodetic Survey in July 1992..
 QX0626
 QX0626
 QX0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0626
 QX0626.The geoid height was determined by GEOID03.
 QX0626
 QX0626;                    North         East     Units Scale Factor Converg.
 QX0626;SPC MT       -   170,760.354   469,405.097   MT  0.99962373   -1 13 43.7
 QX0626;SPC MT       -   560,237.38  1,540,042.97   iFT  0.99962373   -1 13 43.7
 QX0626;UTM  12      - 5,068,944.675   486,018.793   MT  0.99960240   -0 07 43.9
 QX0626
 QX0626                          SUPERSEDED SURVEY CONTROL
 QX0626
 QX0626  NAD 83(1986)-  45 46 26.11233(N)    111 10 47.38488(W) AD(       ) 4
 QX0626  NAD 27      -  45 46 26.12000(N)    111 10 44.06000(W) AD(       ) 3
 QX0626
 QX0626.Superseded values are not recommended for survey control.
 QX0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0626.See file dsdata.txt to determine how the superseded data were derived.
 QX0626
 QX0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR8601968945(NAD 83)
 QX0626_MARKER: 90 = CHURCH SPIRE
 QX0626
 QX0626  HISTORY     - Date     Condition        Report By
 QX0626  HISTORY     - 1922     FIRST OBSERVED   CGS
 QX0626  HISTORY     - 1943     GOOD             CGS
 QX0626  HISTORY     - 1952     GOOD             CGS
 QX0626  HISTORY     - 1966     GOOD             CGS
 QX0626
 QX0626                          STATION DESCRIPTION
 QX0626
 QX0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HJB)
 QX0626'RECOVERED IN GOOD CONDITION.  AS THIS STATION WAS NOT DESCRIBED
 QX0626'WHEN ESTABLISHED, A DESCRIPTION FOLLOWS--
 QX0626'
 QX0626'LOCATED ON THE WESTERLY SIDE OF BROADWAY (SHORTCUT TO YELLOWSTONE
 QX0626'PARK), 1000 FT. S.W. OF THE RAILROAD.
 QX0626'
 QX0626'STATION IS THE FINIAL ATOP THE BELFREY OF THE SQUARE TOWER
 QX0626'RISING FROM THE S.E. SIDE OF THE PRESBYTERIAN CHURCH, A WOODEN
 QX0626'STRUCTURE.
 QX0626
 QX0626                          STATION RECOVERY (1952)
 QX0626
 QX0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CVM)
 QX0626'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QX0626
 QX0626                          STATION RECOVERY (1966)
 QX0626
 QX0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 QX0626'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 QX0626'H.J. BOZZO IN 1943.
 QX0626'
 QX0626'POSITION IS QUESTIONABLE.  AZIMUTH CHECK COULD NOT BE OBTAINED
 QX0626'ON THIS STATION.  FROM G.L.O. POST NO. 20 REFERENCE MARK 1922
 QX0626'
 QX0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BELGRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0428 ***********************************************************************
 TK0428  DESIGNATION -  BELKNAP RESET
 TK0428  PID         -  TK0428
 TK0428  STATE/COUNTY-  MT/BLAINE
 TK0428  USGS QUAD   -  WEIGAND RESERVOIR (1964)
 TK0428
 TK0428                         *CURRENT SURVEY CONTROL
 TK0428  ___________________________________________________________________
 TK0428* NAD 83(1992)-  48 21 51.15767(N)    108 28 27.78349(W)     ADJUSTED  
 TK0428* NAVD 88     -       806.     (meters)    2644.     (feet)  SCALED    
 TK0428  ___________________________________________________________________
 TK0428  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 TK0428  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 TK0428
 TK0428  HORZ ORDER  -  THIRD
 TK0428
 TK0428.The horizontal coordinates were established by classical geodetic methods
 TK0428.and adjusted by the National Geodetic Survey in July 1992..
 TK0428
 TK0428.The orthometric height was scaled from a topographic map.
 TK0428
 TK0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0428
 TK0428.The geoid height was determined by GEOID03.
 TK0428
 TK0428;                    North         East     Units Scale Factor Converg.
 TK0428;SPC MT       -   457,675.207   675,969.594   MT  0.99967230   +0 45 00.9
 TK0428;SPC MT       - 1,501,559.08  2,217,748.01   iFT  0.99967230   +0 45 00.9
 TK0428;UTM  12      - 5,359,864.317   687,062.647   MT  1.00002995   +1 53 17.3
 TK0428
 TK0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0428!SPC MT       -   0.99987629  x   0.99967230  =   0.99954863
 TK0428!UTM  12      -   0.99987629  x   1.00002995  =   0.99990624
 TK0428
 TK0428:                Primary Azimuth Mark                     Grid Az
 TK0428:SPC MT       -  PEOPLES ET                               173 52 14.8
 TK0428:UTM  12      -  PEOPLES ET                               172 43 58.4
 TK0428
 TK0428|---------------------------------------------------------------------|
 TK0428| PID    Reference Object                     Distance      Geod. Az  |
 TK0428|                                                           dddmmss.s |
 TK0428| TK0427 PEOPLES ET                          APPROX. 7.7 KM 1743715.7 |
 TK0428|---------------------------------------------------------------------|
 TK0428
 TK0428                          SUPERSEDED SURVEY CONTROL
 TK0428
 TK0428  NAD 83(1986)-  48 21 51.15971(N)    108 28 27.77385(W) AD(       ) 3
 TK0428  NAD 27      -  48 21 51.15610(N)    108 28 25.28048(W) AD(       ) 3
 TK0428
 TK0428.Superseded values are not recommended for survey control.
 TK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0428.See file dsdata.txt to determine how the superseded data were derived.
 TK0428
 TK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU8706359864(NAD 83)
 TK0428
 TK0428  HISTORY     - Date     Condition        Report By
 TK0428  HISTORY     - 1964     MONUMENTED       USGS
 TK0428  HISTORY     - 1964     GOOD             USGS
 TK0428
 TK0428                          STATION DESCRIPTION
 TK0428
 TK0428'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0428'ON THE FORT BELKNAP INDIAN RESERVATION, ON DIVIDE BETWEEN PEOPLES AND
 TK0428'WHITE BEAR CREEKS, 300 FT. S. OF RIDGE RD. TO FORT BELKNAP AGENCY.
 TK0428'
 TK0428'THIS RIDGE IS THE FIRST HIGH GROUND S. OF MILK RIVER, RUNNING ABOUT E.
 TK0428'AND W. AND THE STATION IS ON THE W.END, OVERLOOKING WHITE BEAR BOTTOM.
 TK0428'
 TK0428'RECOVERED AND REDESCRIBED AS FOLLOWS, LOCATED ABOUT 11
 TK0428'MI. WSW. OF DODSON, MONTANA, NEAR THE NW. CORNER OF SEC.15, T.30 N.,
 TK0428'R.25 E., ON A LONG RIDGE AT ITS HIGHEST POINT ABOUT 450 FT. S. OF A
 TK0428'TRACK RD.
 TK0428'
 TK0428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MONTANA
 TK0428'SECONDARY 204 IN DODSON, MONTANA, PROCEED W. ALONG U.S. HIGHWAY 2
 TK0428'10.6 MI. TO A T-RD. S. JUNCTION AT THE END OF THE BRIDGE OVER WHITE
 TK0428'BEAR CREEK.  TURN LEFT S. FOLLOWING WELL TRAVELED TRACK RD. 3.4 MI. TO
 TK0428'ITS HIGHEST POINT, THEN TURN RIGHT S. TO HIGHEST POINT 0.1 MI. AND
 TK0428'STATION.
 TK0428'
 TK0428'STATION MARK - STANDARD BRONZE TABLET RIVETED TO A 3 1/2 IN. PIPE,
 TK0428'STAMPED ---BELKNAP 1903 ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0322 ***********************************************************************
 QU0322  DESIGNATION -  BELL
 QU0322  PID         -  QU0322
 QU0322  STATE/COUNTY-  MT/POWDER RIVER
 QU0322  USGS QUAD   -  BELLE CREEK NORTH (1970)
 QU0322
 QU0322                         *CURRENT SURVEY CONTROL
 QU0322  ___________________________________________________________________
 QU0322* NAD 83(1993)-  45 10 30.68155(N)    105 06 11.48795(W)     ADJUSTED  
 QU0322* NAVD 88     -      1231.9    (meters)    4042.     (feet)  VERTCON   
 QU0322  ___________________________________________________________________
 QU0322  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 QU0322  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 QU0322
 QU0322  HORZ ORDER  -  FIRST
 QU0322
 QU0322.The horizontal coordinates were established by classical geodetic methods
 QU0322.and adjusted by the National Geodetic Survey in January 1997..
 QU0322
 QU0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0322
 QU0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0322
 QU0322.The geoid height was determined by GEOID03.
 QU0322
 QU0322;                    North         East     Units Scale Factor Converg.
 QU0322;SPC MT       -   112,529.809   945,400.147   MT  0.99989936   +3 12 58.6
 QU0322;SPC MT       -   369,192.29  3,101,706.52   iFT  0.99989936   +3 12 58.6
 QU0322;UTM  13      - 5,002,417.191   491,891.786   MT  0.99960081   -0 04 23.5
 QU0322
 QU0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0322!SPC MT       -   0.99980918  x   0.99989936  =   0.99970856
 QU0322!UTM  13      -   0.99980918  x   0.99960081  =   0.99941007
 QU0322
 QU0322:                Primary Azimuth Mark                     Grid Az
 QU0322:SPC MT       -  BELL AZ MK                               156 50 53.3
 QU0322:UTM  13      -  BELL AZ MK                               160 08 15.4
 QU0322
 QU0322|---------------------------------------------------------------------|
 QU0322| PID    Reference Object                     Distance      Geod. Az  |
 QU0322|                                                           dddmmss.s |
 QU0322| CQ7029 BELL AZ MK                                         1600351.9 |
 QU0322| CQ7030 BELL RM 1                             7.790 METERS 22446     |
 QU0322| CS9165 BELL RM 2                             7.985 METERS 31629     |
 QU0322|---------------------------------------------------------------------|
 QU0322
 QU0322                          SUPERSEDED SURVEY CONTROL
 QU0322
 QU0322  NAD 83(1992)-  45 10 30.66786(N)    105 06 11.47924(W) AD(       ) 1
 QU0322  NAD 83(1986)-  45 10 30.66683(N)    105 06 11.47762(W) AD(       ) 1
 QU0322  NAD 27      -  45 10 30.71900(N)    105 06 09.53700(W) AD(       ) 1
 QU0322  NGVD 29 (07/19/86) 1231.3    (m)         4040.     (f) VERT ANG       
 QU0322
 QU0322.Superseded values are not recommended for survey control.
 QU0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0322.See file dsdata.txt to determine how the superseded data were derived.
 QU0322
 QU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL9189202417(NAD 83)
 QU0322_MARKER: DS = TRIANGULATION STATION DISK
 QU0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0322
 QU0322  HISTORY     - Date     Condition        Report By
 QU0322  HISTORY     - 1949     MONUMENTED       CGS
 QU0322
 QU0322                          STATION DESCRIPTION
 QU0322
 QU0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0322'STATION IS LOCATED ON A HIGH, ROUND-TOPPED, GRASSY HILL, ON
 QU0322'LAND OWNED BY JOHN P. JONES, ABOUT 9.5 MILES NORTH-NORTHWEST
 QU0322'OF RIDGE POST OFFICE, ABOUT 8.5 MILES SOUTH OF U.S. HIGHWAY
 QU0322'212, AND 7 FEET NORTHEAST OF A WITNESS POST.
 QU0322'
 QU0322'TO REACH FROM THE BOYES POST OFFICE, GO SOUTH ON DIRT , GRADED
 QU0322'ROAD FOR 1.35 MILES TO A FORK.  BEAR LEFT ON MAIN TRAVELED ROAD
 QU0322'FOR 2.8 MILES TO A T-ROAD.  BEAR RIGHT ON GRADED ROAD FOR 4.8
 QU0322'MILES TO A FORK.  BEAR RIGHT AND GO SOUTH AND WEST FOR 2.75 MILES
 QU0322'TO A DIM FORK.  BEAR RIGHT AND GO 0.35 MILE TO A DIM FORK.  BEAR
 QU0322'LEFT AND GO 0.7 MILE TO THE AZIMUTH MARK ON LEFT JUST BEFORE
 QU0322'REACHING A WIRE GATE IN AN EAST-WEST FENCE LINE.  CONTINUE
 QU0322'NORTH FOR 0.25 MILE TO A DIM FORK.  BEAR RIGHT AND GO 0.2 MILE.
 QU0322'TURN LEFT AND GO SOUTHWEST UP HILL FOR 0.15 MILE TO TOP OF
 QU0322'HILL AND STATION.
 QU0322'
 QU0322'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 QU0322'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 QU0322'STAMPED BELL 1949.
 QU0322'
 QU0322'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QU0322'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 3 INCHES, AND
 QU0322'THE DISK IS STAMPED BELL NO 1 1949.
 QU0322'
 QU0322'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QU0322'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE
 QU0322'DISK IS STAMPED BELL NO 2 1949.
 QU0322'
 QU0322'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 QU0322'CONCRETE POST.  IT IS 15 FEET WEST OF A TRACK ROAD AND 2 FEET
 QU0322'NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE
 QU0322'DISK IS STAMPED BELL 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0802 ***********************************************************************
 PZ0802  DESIGNATION -  BELL
 PZ0802  PID         -  PZ0802
 PZ0802  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0802  USGS QUAD   -  PRICE CREEK NE (1968)
 PZ0802
 PZ0802                         *CURRENT SURVEY CONTROL
 PZ0802  ___________________________________________________________________
 PZ0802* NAD 83(1992)-  44 58 29.09845(N)    112 15 54.52551(W)     ADJUSTED  
 PZ0802* NAVD 88     -      2191.9    (meters)    7191.     (feet)  VERTCON   
 PZ0802  ___________________________________________________________________
 PZ0802  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 PZ0802  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 PZ0802
 PZ0802  HORZ ORDER  -  THIRD
 PZ0802
 PZ0802.The horizontal coordinates were established by classical geodetic methods
 PZ0802.and adjusted by the National Geodetic Survey in July 1992..
 PZ0802
 PZ0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0802
 PZ0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0802
 PZ0802.The geoid height was determined by GEOID03.
 PZ0802
 PZ0802;                    North         East     Units Scale Factor Converg.
 PZ0802;SPC MT       -    84,408.028   381,923.231   MT  1.00001525   -2 01 21.8
 PZ0802;SPC MT       -   276,929.23  1,253,028.97   iFT  1.00001525   -2 01 21.8
 PZ0802;UTM  12      - 4,980,923.904   400,243.338   MT  0.99972236   -0 53 39.4
 PZ0802
 PZ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0802!SPC MT       -   0.99965802  x   1.00001525  =   0.99967327
 PZ0802!UTM  12      -   0.99965802  x   0.99972236  =   0.99938048
 PZ0802
 PZ0802:                Primary Azimuth Mark                     Grid Az
 PZ0802:SPC MT       -  STUART                                   332 50 07.0
 PZ0802:UTM  12      -  STUART                                   331 42 24.6
 PZ0802
 PZ0802|---------------------------------------------------------------------|
 PZ0802| PID    Reference Object                     Distance      Geod. Az  |
 PZ0802|                                                           dddmmss.s |
 PZ0802| QY0636 STUART                              APPROX.12.7 KM 3304845.2 |
 PZ0802|---------------------------------------------------------------------|
 PZ0802
 PZ0802                          SUPERSEDED SURVEY CONTROL
 PZ0802
 PZ0802  NAD 83(1986)-  44 58 29.09496(N)    112 15 54.52406(W) AD(       ) 3
 PZ0802  NGVD 29 (06/12/90) 2190.5    (m)         7187.     (f) VERT ANG       
 PZ0802
 PZ0802.Superseded values are not recommended for survey control.
 PZ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0802.See file dsdata.txt to determine how the superseded data were derived.
 PZ0802
 PZ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0024380924(NAD 83)
 PZ0802_MARKER: DS = TRIANGULATION STATION DISK
 PZ0802_SETTING: 0 = UNSPECIFIED SETTING
 PZ0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0802
 PZ0802  HISTORY     - Date     Condition        Report By
 PZ0802  HISTORY     - 1961     MONUMENTED       USGS
 PZ0802
 PZ0802                          STATION DESCRIPTION
 PZ0802
 PZ0802'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 PZ0802'STATION IS LOCATED ON A HIGH GRASS COVERED RIDGE APPROXIMATELY 26 MI.
 PZ0802'(AIRLINE) SE. OF DILLON, MONTANA, AND APPROXIMATELY 26 MI. (AIRLINE)
 PZ0802'SSW. OF ALDER, MONTANA, AND ON THE N. DRAINAGE OF ROCK CREEK.
 PZ0802'
 PZ0802'STATION IS REACHED FROM DILLON POST OFFICE, BY DRIVING SW. ON U.S.
 PZ0802'HIGHWAY 91 TO T-RD. SE., BLACKTAIL ROAD.  TURN SE. AND FOLLOW
 PZ0802'BLACKTAIL ROAD 23.6 MI. TO PROMINENT FENCE CORNER AND CLASS 6 ROAD
 PZ0802'ON LEFT.  TURN LEFT AND DRIVE 0.4 MI. TO GATE, PASS THROUGH GATE AND
 PZ0802'CONTINUE 0.9 MI. TO BRIDGE OVER BLACKTAIL CREEK.  TAKE RIGHT FORK
 PZ0802'AT BRIDGE, DRIVE 0.5 TO FORK.  TAKE LEFT FORK, DRIVE 1.0 MI. TO GATE.
 PZ0802'PASS THROUGH GATE AND CONTINUE ON MAIN ROAD 6.2 MI. TO RANCH.  TAKE
 PZ0802'LEFT ROAD AT RANCH ENTRANCE UP HILL TO N. 0.6 MI. TO TOP OF RIDGE AND
 PZ0802'FORK.  FOLLOW DIM TRAIL NW. 0.5 MI. THEN DUE S. ACROSS COUNTRY TO RIM
 PZ0802'OF RIDGE 0.2 MI. TO STATION.
 PZ0802'
 PZ0802'RECOVERED BY USGS IN 1968 BY HELICOPTER.
 PZ0802'
 PZ0802'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 6 IN.
 PZ0802'ABOVE GROUND, STAMPED---BELL-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0380 ***********************************************************************
 SP0380  DESIGNATION -  BELLE ET
 SP0380  PID         -  SP0380
 SP0380  STATE/COUNTY-  MT/DAWSON
 SP0380  USGS QUAD   -  BELLE PRAIRIE (1967)
 SP0380
 SP0380                         *CURRENT SURVEY CONTROL
 SP0380  ___________________________________________________________________
 SP0380* NAD 83(1992)-  47 12 08.55945(N)    104 36 30.84118(W)     ADJUSTED  
 SP0380* NAVD 88     -       737.0    (meters)    2418.     (feet)  VERTCON   
 SP0380  ___________________________________________________________________
 SP0380  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 SP0380  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 SP0380
 SP0380  HORZ ORDER  -  THIRD
 SP0380
 SP0380.The horizontal coordinates were established by classical geodetic methods
 SP0380.and adjusted by the National Geodetic Survey in July 1992..
 SP0380
 SP0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0380
 SP0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0380
 SP0380.The geoid height was determined by GEOID03.
 SP0380
 SP0380;                    North         East     Units Scale Factor Converg.
 SP0380;SPC MT       -   339,624.371   970,151.972   MT  0.99939811   +3 34 41.2
 SP0380;SPC MT       - 1,114,253.19  3,182,913.29   iFT  0.99939811   +3 34 41.2
 SP0380;UTM  13      - 5,227,728.308   529,646.348   MT  0.99961080   +0 17 14.0
 SP0380
 SP0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0380!SPC MT       -   0.99988706  x   0.99939811  =   0.99928524
 SP0380!UTM  13      -   0.99988706  x   0.99961080  =   0.99949790
 SP0380
 SP0380:                Primary Azimuth Mark                     Grid Az
 SP0380:SPC MT       -  ELDER ET                                 064 09 16.0
 SP0380:UTM  13      -  ELDER ET                                 067 26 43.2
 SP0380
 SP0380|---------------------------------------------------------------------|
 SP0380| PID    Reference Object                     Distance      Geod. Az  |
 SP0380|                                                           dddmmss.s |
 SP0380| SP0376 ELDER ET                            APPROX.16.1 KM 0674357.2 |
 SP0380|---------------------------------------------------------------------|
 SP0380
 SP0380                          SUPERSEDED SURVEY CONTROL
 SP0380
 SP0380  NAD 83(1986)-  47 12 08.55110(N)    104 36 30.83398(W) AD(       ) 3
 SP0380  NAD 27      -  47 12 08.50502(N)    104 36 29.00932(W) AD(       ) 3
 SP0380  NGVD 29 (07/19/86)  736.4    (m)         2416.     (f) VERT ANG       
 SP0380
 SP0380.Superseded values are not recommended for survey control.
 SP0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0380.See file dsdata.txt to determine how the superseded data were derived.
 SP0380
 SP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN2964627728(NAD 83)
 SP0380_MARKER: DD = SURVEY DISK
 SP0380_SETTING: 0 = UNSPECIFIED SETTING
 SP0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0380
 SP0380  HISTORY     - Date     Condition        Report By
 SP0380  HISTORY     - 1966     MONUMENTED       USGS
 SP0380
 SP0380                          STATION DESCRIPTION
 SP0380
 SP0380'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SP0380'STATION IS 8.4 MI. NE. OF GLENDIVE, MONTANA, ON W. SIDE OF BELLE
 SP0380'PRAIRIE, AND NEAR CENTER OF SEC. 29, T 17 N, R 56 E.
 SP0380'
 SP0380'TO REACH FROM GLENDIVE, GO 3.3 MI. E. ON U.S. HIGHWAY 10 TO GRAVEL
 SP0380'RD. LEFT, GO LEFT (N.) 4.3 MI. ON GRAVEL RD. TO RD. FORK, GO LEFT
 SP0380'(N.) 2.0 MI. ON GRAVEL RD. TO THE SELMAN RANCH RIGHT, GO RIGHT (E.)
 SP0380'0.55 MI. ON DRIVEWAY TO HOUSE, CONTINUE LEFT (E.) 0.9 MI. ON DIM
 SP0380'TRACK RD. UP N. SIDE OF DRAIN TO DIM TRACK LEFT AT TOP OF HILL, GO
 SP0380'0.15 MI. NE. TO STATION IN FLAT AREA, ABOUT 260 FT. N. OF E-W. TRACK
 SP0380'RD. AND 140 FT. E. OF N-S. TRACK RD.
 SP0380'
 SP0380'STATION MARK--STANDARD ALUMINUM TABLET, SET IN CONCRETE POST
 SP0380'PROJECTING 0.2 FT., AND STAMPED ---BELLE-ET 1966---.
 SP0380'
 SP0380'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1003 ***********************************************************************
 TM1003  DESIGNATION -  BELLY
 TM1003  PID         -  TM1003
 TM1003  STATE/COUNTY-  MT/GLACIER
 TM1003  USGS QUAD   -  MOUNT CLEVELAND (1968)
 TM1003
 TM1003                         *CURRENT SURVEY CONTROL
 TM1003  ___________________________________________________________________
 TM1003* NAD 83(1992)-  48 57 18.54266(N)    113 45 27.86411(W)     ADJUSTED  
 TM1003* NAVD 88     -      2698.     (meters)    8852.     (feet)  SCALED    
 TM1003  ___________________________________________________________________
 TM1003  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 TM1003  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 TM1003
 TM1003  HORZ ORDER  -  THIRD
 TM1003
 TM1003.The horizontal coordinates were established by classical geodetic methods
 TM1003.and adjusted by the National Geodetic Survey in July 1992..
 TM1003
 TM1003.The orthometric height was scaled from a topographic map.
 TM1003
 TM1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1003
 TM1003.The geoid height was determined by GEOID03.
 TM1003
 TM1003;                    North         East     Units Scale Factor Converg.
 TM1003;SPC MT       -   531,352.964   288,335.949   MT  0.99997271   -3 06 52.4
 TM1003;SPC MT       - 1,743,284.00    945,984.08   iFT  0.99997271   -3 06 52.4
 TM1003;UTM  12      - 5,426,135.608   298,121.546   MT  1.00010069   -2 04 50.1
 TM1003
 TM1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1003!SPC MT       -   0.99957957  x   0.99997271  =   0.99955229
 TM1003!UTM  12      -   0.99957957  x   1.00010069  =   0.99968022
 TM1003
 TM1003:                Primary Azimuth Mark                     Grid Az
 TM1003:SPC MT       -  CLEVELAND                                246 12 52.8
 TM1003:UTM  12      -  CLEVELAND                                245 10 50.5
 TM1003
 TM1003|---------------------------------------------------------------------|
 TM1003| PID    Reference Object                     Distance      Geod. Az  |
 TM1003|                                                           dddmmss.s |
 TM1003| TM1009 CLEVELAND                           APPROX. 7.4 KM 2430600.4 |
 TM1003|---------------------------------------------------------------------|
 TM1003
 TM1003                          SUPERSEDED SURVEY CONTROL
 TM1003
 TM1003  NAD 83(1986)-  48 57 18.55303(N)    113 45 27.85896(W) AD(       ) 3
 TM1003
 TM1003.Superseded values are not recommended for survey control.
 TM1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1003.See file dsdata.txt to determine how the superseded data were derived.
 TM1003
 TM1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV9812226136(NAD 83)
 TM1003_MARKER: H = DRILL HOLE
 TM1003_SETTING: 66 = SET IN ROCK OUTCROP
 TM1003_SP_SET: SET IN A ROCK LEDGE
 TM1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM1003+STABILITY: POSITION/ELEVATION WELL
 TM1003
 TM1003  HISTORY     - Date     Condition        Report By
 TM1003  HISTORY     - 1909     MONUMENTED       IBC
 TM1003
 TM1003                          STATION DESCRIPTION
 TM1003
 TM1003'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM1003'ABOUT 3 MILES SOUTH OF THE INTERNATIONAL BOUNDARY AND 3-1/2 MILES
 TM1003'WEST OF BELLY RIVER, ON THE NORTHWEST SUMMIT OF THE RIDGE NORTHEAST
 TM1003'OF GLENNS LAKE.
 TM1003'
 TM1003'STATION MARK--A CAIRN OVER A DRILL HOLE IN A RED SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1004 ***********************************************************************
 TM1004  DESIGNATION -  BELLY EAST
 TM1004  PID         -  TM1004
 TM1004  STATE/COUNTY-  MT/GLACIER
 TM1004  USGS QUAD   -  GABLE MOUNTAIN (1968)
 TM1004
 TM1004                         *CURRENT SURVEY CONTROL
 TM1004  ___________________________________________________________________
 TM1004* NAD 83(1992)-  48 57 15.64700(N)    113 45 00.34006(W)     ADJUSTED  
 TM1004* NAVD 88     -      2684.     (meters)    8806.     (feet)  SCALED    
 TM1004  ___________________________________________________________________
 TM1004  LAPLACE CORR-          -9.62  (seconds)                    DEFLEC99
 TM1004  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 TM1004
 TM1004  HORZ ORDER  -  THIRD
 TM1004
 TM1004.The horizontal coordinates were established by classical geodetic methods
 TM1004.and adjusted by the National Geodetic Survey in July 1992..
 TM1004
 TM1004.The orthometric height was scaled from a topographic map.
 TM1004
 TM1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1004
 TM1004.The geoid height was determined by GEOID03.
 TM1004
 TM1004;                    North         East     Units Scale Factor Converg.
 TM1004;SPC MT       -   531,233.253   288,890.199   MT  0.99997223   -3 06 32.3
 TM1004;SPC MT       - 1,742,891.25    947,802.49   iFT  0.99997223   -3 06 32.3
 TM1004;UTM  12      - 5,426,025.905   298,677.937   MT  1.00009794   -2 04 29.2
 TM1004
 TM1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1004!SPC MT       -   0.99958184  x   0.99997223  =   0.99955408
 TM1004!UTM  12      -   0.99958184  x   1.00009794  =   0.99967974
 TM1004
 TM1004                          SUPERSEDED SURVEY CONTROL
 TM1004
 TM1004  NAD 83(1986)-  48 57 15.65722(N)    113 45 00.33500(W) AD(       ) 3
 TM1004
 TM1004.Superseded values are not recommended for survey control.
 TM1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1004.See file dsdata.txt to determine how the superseded data were derived.
 TM1004
 TM1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV9867826026(NAD 83)
 TM1004_MARKER: H = DRILL HOLE
 TM1004_SETTING: 66 = SET IN ROCK OUTCROP
 TM1004_SP_SET: SET IN ROCK OUTCROP
 TM1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM1004+STABILITY: POSITION/ELEVATION WELL
 TM1004
 TM1004  HISTORY     - Date     Condition        Report By
 TM1004  HISTORY     - 1909     MONUMENTED       IBC
 TM1004
 TM1004                          STATION DESCRIPTION
 TM1004
 TM1004'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM1004'ABOUT 3 MILES SOUTH OF THE INTERNATIONAL BOUNDARY AND ABOUT 3 MILES
 TM1004'WEST OF BELLY RIVER, ON THE RIDGE NORTH OF THE EAST END OF GLENNS
 TM1004'LAKES.  THE STATION IS ON THE EASTERN SUMMIT OF THE RIDGE.  STATION
 TM1004'---BELLY---IS ON THE WESTERN SUMMIT OF THE SAME RIDGE ABOUT 600 METERS
 TM1004'DISTANT.
 TM1004'
 TM1004'STATION MARK--PROBABLY A DRILL HOLE IN THE ROCK WITH A CAIRN OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1048 ***********************************************************************
 RX1048  DESIGNATION -  BELMONT
 RX1048  PID         -  RX1048
 RX1048  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX1048  USGS QUAD   -  GREENHORN MOUNTAIN (1989)
 RX1048
 RX1048                         *CURRENT SURVEY CONTROL
 RX1048  ___________________________________________________________________
 RX1048* NAD 83(1992)-  46 44 51.80079(N)    112 19 53.19317(W)     ADJUSTED  
 RX1048* NAVD 88     -      2235.8    (meters)    7335.     (feet)  VERTCON   
 RX1048  ___________________________________________________________________
 RX1048  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 RX1048  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 RX1048
 RX1048  HORZ ORDER  -  THIRD
 RX1048
 RX1048.The horizontal coordinates were established by classical geodetic methods
 RX1048.and adjusted by the National Geodetic Survey in July 1992..
 RX1048
 RX1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1048
 RX1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1048
 RX1048.The geoid height was determined by GEOID03.
 RX1048
 RX1048;                    North         East     Units Scale Factor Converg.
 RX1048;SPC MT       -   281,456.938   383,816.481   MT  0.99940327   -2 04 16.4
 RX1048;SPC MT       -   923,415.15  1,259,240.42   iFT  0.99940327   -2 04 16.4
 RX1048;UTM  12      - 5,177,990.755   398,301.393   MT  0.99972712   -0 58 11.4
 RX1048
 RX1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1048!SPC MT       -   0.99965167  x   0.99940327  =   0.99905515
 RX1048!UTM  12      -   0.99965167  x   0.99972712  =   0.99937889
 RX1048
 RX1048                          SUPERSEDED SURVEY CONTROL
 RX1048
 RX1048  NAD 83(1986)-  46 44 51.80443(N)    112 19 53.18217(W) AD(       ) 3
 RX1048  NGVD 29 (06/12/92) 2234.6    (m)         7331.     (f) VERT ANG       
 RX1048
 RX1048.Superseded values are not recommended for survey control.
 RX1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1048.See file dsdata.txt to determine how the superseded data were derived.
 RX1048
 RX1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS9830177991(NAD 83)
 RX1048_MARKER: DD = SURVEY DISK
 RX1048_SETTING: 66 = SET IN ROCK OUTCROP
 RX1048_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RX1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX1048+STABILITY: POSITION/ELEVATION WELL
 RX1048
 RX1048  HISTORY     - Date     Condition        Report By
 RX1048  HISTORY     - 1948     MONUMENTED       USGS
 RX1048  HISTORY     - 1968     GOOD             USGS
 RX1048
 RX1048                          STATION DESCRIPTION
 RX1048
 RX1048'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 RX1048'LOCATED ON THE SW. EDGE AND HIGHEST POINT OF A MOUNTAIN PEAK KNOWN
 RX1048'LOCALLY AS BELMONT MOUNTAIN, ABOUT 1.5 MI. (AIRLINE) W. OF TOWN OF
 RX1048'MARYSVILLE, MONTANA.
 RX1048'
 RX1048'TO REACH FROM MARYSVILLE, PROCEED W. ON MAIN TRAVELED RD. UP A CANYON
 RX1048'1.5 MI. TO A SADDLE BETWEEN BELMONT MTN. AND EDWARD MTN.  TAKE LEFT
 RX1048'RD. OF A 3-WAY Y-RD. UP BELMONT MTN. TO STATION ON HIGHEST POINT OF
 RX1048'MTN.  A PICKUP MAY BE DRIVEN TO STATION.
 RX1048'
 RX1048'STATION MARK--STANDARD TABLET STAMPED---BELMONT 1948---AND CEMENTED
 RX1048'IN DRILL HOLE IN ROCK OUTCROP.
 RX1048'
 RX1048'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---BELMONT
 RX1048'1948---AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 21.10 FT.
 RX1048'FROM STATION MARK, S 02 DEG 01 MIN W.
 RX1048'
 RX1048'REFERENCE MARK NO. 2--AN OLD USGS ALUMINUM TABLET CEMENTED IN DRILL
 RX1048'HOLE IN OUTCROPPING BEDROCK, 333.65 FT. FROM STATION MARK,
 RX1048'S 69 DEG 33 MIN W.  THIS TABLET WAS UNMARKED
 RX1048'AND WAS STAMPED---BELMONT 1948 REF. NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0603 ***********************************************************************
 SQ0603  DESIGNATION -  BELOW
 SQ0603  PID         -  SQ0603
 SQ0603  STATE/COUNTY-  MT/GARFIELD
 SQ0603  USGS QUAD   -  MICKEY BUTTE (1987)
 SQ0603
 SQ0603                         *CURRENT SURVEY CONTROL
 SQ0603  ___________________________________________________________________
 SQ0603* NAD 83(1992)-  47 30 34.16167(N)    107 50 20.46181(W)     ADJUSTED  
 SQ0603* NAVD 88     -       876.     (meters)    2874.     (feet)  SCALED    
 SQ0603  ___________________________________________________________________
 SQ0603  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 SQ0603  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 SQ0603
 SQ0603  HORZ ORDER  -  THIRD
 SQ0603
 SQ0603.The horizontal coordinates were established by classical geodetic methods
 SQ0603.and adjusted by the National Geodetic Survey in July 1992..
 SQ0603
 SQ0603.The orthometric height was scaled from a topographic map.
 SQ0603
 SQ0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0603
 SQ0603.The geoid height was determined by GEOID03.
 SQ0603
 SQ0603;                    North         East     Units Scale Factor Converg.
 SQ0603;SPC MT       -   363,512.453   725,041.155   MT  0.99943021   +1 12 54.1
 SQ0603;SPC MT       - 1,192,626.16  2,378,743.95   iFT  0.99943021   +1 12 54.1
 SQ0603;UTM  13      - 5,265,691.221   286,229.974   MT  1.00016161   -2 05 39.3
 SQ0603
 SQ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0603!SPC MT       -   0.99986515  x   0.99943021  =   0.99929544
 SQ0603!UTM  13      -   0.99986515  x   1.00016161  =   1.00002674
 SQ0603
 SQ0603                          SUPERSEDED SURVEY CONTROL
 SQ0603
 SQ0603  NAD 83(1986)-  47 30 34.15587(N)    107 50 20.44575(W) AD(       ) 3
 SQ0603
 SQ0603.Superseded values are not recommended for survey control.
 SQ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0603.See file dsdata.txt to determine how the superseded data were derived.
 SQ0603
 SQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN8623065691(NAD 83)
 SQ0603_MARKER: DS = TRIANGULATION STATION DISK
 SQ0603_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0603_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0603
 SQ0603  HISTORY     - Date     Condition        Report By
 SQ0603  HISTORY     - 1885     MONUMENTED       MORC
 SQ0603
 SQ0603                          STATION DESCRIPTION
 SQ0603
 SQ0603'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SQ0603'BELOW IS ON THE RIGHT BANK, BELOW THE MOUTH OF THE MUSSEL SHELL,
 SQ0603'ABOUT 8 MI. NEAR THE EDGE OF A SMALL, ROCKY PLATEAU, 0.75 MI. FROM
 SQ0603'THE RIVER.
 SQ0603'
 SQ0603'STATION MARK--STANDARD MORC TABLET SET IN 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0480 ***********************************************************************
 RW0480  DESIGNATION -  BELT
 RW0480  PID         -  RW0480
 RW0480  STATE/COUNTY-  MT/BROADWATER
 RW0480  USGS QUAD   -  MOUNT EDITH (1971)
 RW0480
 RW0480                         *CURRENT SURVEY CONTROL
 RW0480  ___________________________________________________________________
 RW0480* NAD 83(1992)-  46 26 24.62350(N)    111 14 51.30019(W)     ADJUSTED  
 RW0480* NAVD 88     -      2890.2    (meters)    9482.     (feet)  VERTCON   
 RW0480  ___________________________________________________________________
 RW0480  LAPLACE CORR-          14.73  (seconds)                    DEFLEC99
 RW0480  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 RW0480
 RW0480  HORZ ORDER  -  FIRST
 RW0480
 RW0480.The horizontal coordinates were established by classical geodetic methods
 RW0480.and adjusted by the National Geodetic Survey in July 1992..
 RW0480
 RW0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0480
 RW0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0480
 RW0480.The geoid height was determined by GEOID03.
 RW0480
 RW0480;                    North         East     Units Scale Factor Converg.
 RW0480;SPC MT       -   244,878.085   465,789.950   MT  0.99944219   -1 16 42.1
 RW0480;SPC MT       -   803,405.79  1,528,182.25   iFT  0.99944219   -1 16 42.1
 RW0480;UTM  12      - 5,142,985.421   480,981.636   MT  0.99960445   -0 10 45.9
 RW0480
 RW0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0480!SPC MT       -   0.99954897  x   0.99944219  =   0.99899141
 RW0480!UTM  12      -   0.99954897  x   0.99960445  =   0.99915360
 RW0480
 RW0480|---------------------------------------------------------------------|
 RW0480| PID    Reference Object                     Distance      Geod. Az  |
 RW0480|                                                           dddmmss.s |
 RW0480| CN3929 BELT RM 2                            18.107 METERS 02552     |
 RW0480| CN3928 BELT RM                              10.608 METERS 07736     |
 RW0480| RW0487 BOULDER                             APPROX.53.0 KM 2522356.3 |
 RW0480|---------------------------------------------------------------------|
 RW0480
 RW0480                          SUPERSEDED SURVEY CONTROL
 RW0480
 RW0480  NAD 83(1986)-  46 26 24.62050(N)    111 14 51.28718(W) AD(       ) 1
 RW0480  NAD 27      -  46 26 24.85500(N)    111 14 48.44500(W) AD(       ) 1
 RW0480  NGVD 29 (07/19/86) 2888.9    (m)         9478.     (f) VERT ANG       
 RW0480
 RW0480.Superseded values are not recommended for survey control.
 RW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0480.See file dsdata.txt to determine how the superseded data were derived.
 RW0480
 RW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS8098242985(NAD 83)
 RW0480_MARKER: DS = TRIANGULATION STATION DISK
 RW0480_SETTING: 66 = SET IN ROCK OUTCROP
 RW0480_SP_SET: SET IN ROCK OUTCROP
 RW0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0480+STABILITY: SURFACE MOTION
 RW0480
 RW0480  HISTORY     - Date     Condition        Report By
 RW0480  HISTORY     - 1923     MONUMENTED       CGS
 RW0480  HISTORY     - 1934     GOOD             CGS
 RW0480  HISTORY     - 1957     GOOD             USE
 RW0480  HISTORY     - 1966     GOOD             USGS
 RW0480
 RW0480                          STATION DESCRIPTION
 RW0480
 RW0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (WM)
 RW0480'THIS IS A SECONDARY STATION LOCATED ABOUT 50 MILES S OF E
 RW0480'FROM HELENA, 17 MILES NE FROM TOWNSEND, 6 MILES E FROM DUCK
 RW0480'CREEK RANGER STATION, ON THE SOUTHEASTERLY AND HIGHEST OF
 RW0480'A GROUP OF THREE PEAKS, THE HIGHEST IN THE VICINITY.  THESE
 RW0480'PEAKS ARE IN THE SOUTHERN END OF THE BIG BELT MOUNTAINS,
 RW0480'ABOUT 6 MILES W OF MOUNT EDITH, THE HIGHEST PEAK OF THE RANGE,
 RW0480'AND ABOUT 200 FEET HIGHER THAN THE STATION.
 RW0480'
 RW0480'STATION IS A STANDARD DISK CEMENTED IN DRILL HOLE IN OUTCROPPING
 RW0480'ROCK.
 RW0480'
 RW0480'REFERENCE MARK IS A STANDARD DISK CEMENTED IN OUTCROPPING
 RW0480'ROCK TO THE NW.
 RW0480
 RW0480                          STATION RECOVERY (1934)
 RW0480
 RW0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RW0480'THE ORIGINAL DESCRIPTION WAS FOUND TO BE CORRECT AND THE
 RW0480'FOLLOWING DESCRIPTION LEADS INTO THE STATION FROM THE E SIDE
 RW0480'INSTEAD OF THE W SIDE AS ORIGINAL DESCRIPTION GIVES IT.
 RW0480'
 RW0480'TO REACH FROM THE PUBLIC DRUG STORE IN WHITE SULPHUR SPRINGS,
 RW0480'HEAD W 2.6 MILES WHERE MAIN HIGHWAY LEADS RIGHT (N), CONTINUE
 RW0480'W FOR 2.9 MILES AND TURN LEFT, A GATE AT THE RIGHT.  AT 3.9
 RW0480'MILES KEEP ON LEFT FORK, RIGHT FORK LEADS TO RANCH WITH WHITE
 RW0480'HOUSE AND BARNS.  CONTINUE 3.5 MILES AND TAKE LEFT FORK,
 RW0480'FOLLOW THE MAIN-TRAVELED ROAD TO A GATE ON THE RIGHT 1.0 MILE.
 RW0480'GO ON FOR 0.6 MILE AND TAKE LEFT FORK, AT 0.5 MILE TO A
 RW0480'CATTLE GUARD, FROM HERE GO 1.6 MILES AND TAKE RIGHT FORK
 RW0480'CROSSING ANOTHER CATTLE GUARD, AT THIS POINT ENTER HELENA
 RW0480'NATIONAL FOREST.  GO ON 0.7 MILE AND ENTER WOODS AND TAKE
 RW0480'RIGHT FORK 1.1 MILES.  HERE TAKE LEFT FORK AFTER GOING 1.4
 RW0480'MILES AND ON MAIN-TRAVELED ROAD A SIGN LEFT READING DUCK
 RW0480'CREEK RANGER STATION.  CONTINUE ON TO THE END OF THE SUMMIT
 RW0480'AND THE END OF TRUCK TRAVEL.  AT THIS POINT HEAD E ON FOOT
 RW0480'CROSSING A BARREN HILL AND STRIKE THE TRAIL LEADING TO
 RW0480'MOUNT BALDY.  AFTER REACHING THE SUMMIT OF BALDY THE TWIN
 RW0480'SISTERS PEAK CAN BE SEEN IN A SOUTHEASTERLY DIRECTION,
 RW0480'THE SECOND OR FARTHEST PEAK IS THE ONE ON WHICH THE
 RW0480'STATION IS LOCATED ABOUT 3 PACES FROM THE CLIFF ON THE
 RW0480'N SIDE OF THE HILL.  THESE PEAKS ARE LOCALLY KNOWN AS TWIN
 RW0480'SISTERS PEAKS AND THE MOST EASTERLY OF THE PEAKS IS THE
 RW0480'DESTINATION TO REACH THE STATION.
 RW0480
 RW0480                          STATION RECOVERY (1957)
 RW0480
 RW0480'RECOVERY NOTE BY US ENGINEERS 1957
 RW0480'STATION RECOVERED IN GOOD CONDITION.
 RW0480'
 RW0480'THE STATION IS LOCATED ON THE NORTH EDGE OF DARK ROCKY SPOT.
 RW0480
 RW0480                          STATION RECOVERY (1966)
 RW0480
 RW0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RW0480'STATION MARK--STANDARD USC AND GS DISK, STAMPED---BELT 1923---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1394 ***********************************************************************
 SS1394  DESIGNATION -  BELT
 SS1394  PID         -  SS1394
 SS1394  STATE/COUNTY-  MT/CHOUTEAU
 SS1394  USGS QUAD   -  FLOWEREE (1994)
 SS1394
 SS1394                         *CURRENT SURVEY CONTROL
 SS1394  ___________________________________________________________________
 SS1394* NAD 83(1992)-  47 38 07.08956(N)    111 00 57.45764(W)     ADJUSTED  
 SS1394* NAVD 88     -       965.4    (meters)    3167.     (feet)  VERTCON   
 SS1394  ___________________________________________________________________
 SS1394  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 SS1394  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS1394
 SS1394  HORZ ORDER  -  SECOND
 SS1394
 SS1394.The horizontal coordinates were established by classical geodetic methods
 SS1394.and adjusted by the National Geodetic Survey in July 1992..
 SS1394
 SS1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1394
 SS1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1394
 SS1394.The geoid height was determined by GEOID03.
 SS1394
 SS1394;                    North         East     Units Scale Factor Converg.
 SS1394;SPC MT       -   377,268.772   486,145.473   MT  0.99945170   -1 06 32.2
 SS1394;SPC MT       - 1,237,758.44  1,594,965.46   iFT  0.99945170   -1 06 32.2
 SS1394;UTM  12      - 5,275,767.046   498,801.055   MT  0.99960002   -0 00 42.5
 SS1394
 SS1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1394!SPC MT       -   0.99985095  x   0.99945170  =   0.99930273
 SS1394!UTM  12      -   0.99985095  x   0.99960002  =   0.99945103
 SS1394
 SS1394:                Primary Azimuth Mark                     Grid Az
 SS1394:SPC MT       -  BELT AZ MK                               101 00 05.1
 SS1394:UTM  12      -  BELT AZ MK                               099 54 15.4
 SS1394
 SS1394|---------------------------------------------------------------------|
 SS1394| PID    Reference Object                     Distance      Geod. Az  |
 SS1394|                                                           dddmmss.s |
 SS1394| CN3930 BELT AZ MK                                         0995332.9 |
 SS1394| CN3931 BELT RM 1                             5.285 METERS 22111     |
 SS1394| CN3932 BELT RM 2                             5.742 METERS 29656     |
 SS1394|---------------------------------------------------------------------|
 SS1394
 SS1394                          SUPERSEDED SURVEY CONTROL
 SS1394
 SS1394  NAD 83(1986)-  47 38 07.08701(N)    111 00 57.43732(W) AD(       ) 2
 SS1394  NAD 27      -  47 38 07.21600(N)    111 00 54.63200(W) AD(       ) 2
 SS1394  NGVD 29 (07/19/86)  964.5    (m)         3164.     (f) VERT ANG       
 SS1394
 SS1394.Superseded values are not recommended for survey control.
 SS1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1394.See file dsdata.txt to determine how the superseded data were derived.
 SS1394
 SS1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9880175767(NAD 83)
 SS1394_MARKER: DS = TRIANGULATION STATION DISK
 SS1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1394
 SS1394  HISTORY     - Date     Condition        Report By
 SS1394  HISTORY     - 1949     MONUMENTED       CGS
 SS1394
 SS1394                          STATION DESCRIPTION
 SS1394
 SS1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1394'STATION IS ABOUT 8 MILES SOUTH OF FLOWEREE, 0.2 MILE SOUTH OF
 SS1394'THE MISSOURI RIVER, ON A HIGH RIDGE LEADING TO THE RIVER,
 SS1394'8 FEET WEST OF A WITNESS POST AND ON LAND OWNED BY MR. GEORGE
 SS1394'KNIGHT.
 SS1394'
 SS1394'TO REACH FROM THE POST OFFICE IN FORT BENTON, GO EAST ACROSS
 SS1394'THE BRIDGE FOR 0.2 MILE TO FORK, KEEP RIGHT AND GO 4.8 MILES TO
 SS1394'FORK, KEEP RIGHT FOR 2.2 MILES TO CROSSROADS, CONTINUE AHEAD
 SS1394'FOR 3.5 MILES TO A T-ROAD, CONTINUE AHEAD FOR 1.5 MILES TO A
 SS1394'T-ROAD, CONTINUE AHEAD FOR 0.2 MILE TO A T-ROAD, TURN LEFT,
 SS1394'SOUTH, FOR 1.8 MILES TO A T-ROAD, TURN RIGHT FOR 1.4 MILES, TURN
 SS1394'LEFT 0.2 MILE, TURN RIGHT, WEST, FOR 1.0 MILE, TURN LEFT,
 SS1394'SOUTH, FOR 3.5 MILES TO A FORK, KEEP RIGHT FOR 2.9 MILES,
 SS1394'TURN LEFT FOR 1.4 MILES, TURN RIGHT FOR 1.3 MILES TO FORK,
 SS1394'TURN RIGHT FOR 1.0 MILE TO A FORK, KEEP LEFT FOR 1.4 MILES
 SS1394'TO AN OLD SCHOOL HOUSE ON THE RIGHT, CONTINUE, WEST, FOR
 SS1394'0.5 MILE TO A T-ROAD, TURN RIGHT AND GO NORTH FOR 2.0 MILES
 SS1394'TO MR. KNIGHTS HOME, TURN LEFT AND PASS TO THE NORTH OF
 SS1394'THE HOUSE ON FIELD ROAD FOR 0.4 MILE, TURN RIGHT, NORTH,
 SS1394'ACROSS COUNTRY FOR 0.6 MILE TO A GAP IN THE EAST-WEST FENCE,
 SS1394'PASS THROUGH GAP AND GO NORTH ALONG THE WEST SIDE OF A
 SS1394'FENCE FOR 1.0 MILE, BEAR LEFT, NORTHWEST, FOR 0.1 MILE TO THE
 SS1394'AZIMUTH MARK, CONTINUE WEST FOR 0.15 MILE TO THE STATION.
 SS1394'
 SS1394'STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BELT
 SS1394'1949.
 SS1394'
 SS1394'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SS1394'BELT NO 1 1949.
 SS1394'
 SS1394'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SS1394'BELT NO 2 1949.
 SS1394'
 SS1394'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST OF THE STATION,
 SS1394'7 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 SS1394'THE DISK IS STAMPED BELT 1949.
 SS1394'
 SS1394'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1394'CONCRETE POSTS.
 SS1394'
 SS1394'A 4-FOOT STAND AT BELT WILL SEE A 4-FOOT STAND AT SHEPHERD
 SS1394'(MO.R C) AND EAST BASE (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1549 ***********************************************************************
 SS1549  DESIGNATION -  BELT
 SS1549  PID         -  SS1549
 SS1549  STATE/COUNTY-  MT/CASCADE
 SS1549  USGS QUAD   -  BELT (1982)
 SS1549
 SS1549                         *CURRENT SURVEY CONTROL
 SS1549  ___________________________________________________________________
 SS1549* NAD 83(1992)-  47 22 53.51437(N)    110 53 04.02522(W)     ADJUSTED  
 SS1549* NAVD 88     -      1418.3    (meters)    4653.     (feet)  VERTCON   
 SS1549  ___________________________________________________________________
 SS1549  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 SS1549  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 SS1549
 SS1549  HORZ ORDER  -  SECOND
 SS1549
 SS1549.The horizontal coordinates were established by classical geodetic methods
 SS1549.and adjusted by the National Geodetic Survey in July 1992..
 SS1549
 SS1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1549
 SS1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1549
 SS1549.The geoid height was determined by GEOID03.
 SS1549
 SS1549;                    North         East     Units Scale Factor Converg.
 SS1549;SPC MT       -   348,891.926   495,522.839   MT  0.99941333   -1 00 45.8
 SS1549;SPC MT       - 1,144,658.55  1,625,731.10   iFT  0.99941333   -1 00 45.8
 SS1549;UTM  12      - 5,247,570.242   508,721.915   MT  0.99960093   +0 05 06.1
 SS1549
 SS1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1549!SPC MT       -   0.99977984  x   0.99941333  =   0.99919330
 SS1549!UTM  12      -   0.99977984  x   0.99960093  =   0.99938086
 SS1549
 SS1549:                Primary Azimuth Mark                     Grid Az
 SS1549:SPC MT       -  AIRWAY BCN 56 12 MI ESE BELT             109 53 51.6
 SS1549:UTM  12      -  AIRWAY BCN 56 12 MI ESE BELT             108 47 59.7
 SS1549
 SS1549|---------------------------------------------------------------------|
 SS1549| PID    Reference Object                     Distance      Geod. Az  |
 SS1549|                                                           dddmmss.s |
 SS1549| SS1522 AIRWAY BCN 56 12 MI ESE BELT        APPROX.15.4 KM 1085305.8 |
 SS1549| SS1524 ATT MICROWAVE INSTALL ESE BELT      APPROX.16.9 KM 1130127.2 |
 SS1549| CQ5035 BELT RM 1                             9.714 METERS 21901     |
 SS1549| SS1431 GREAT FALLS MUNICIPAL TANK          APPROX.29.1 KM 2955720.8 |
 SS1549| SS1399 MALMSTROM AFB CEN RADAR DOME        APPROX.27.4 KM 2990851.2 |
 SS1549| CQ5036 BELT RM 2                             9.354 METERS 31527     |
 SS1549|---------------------------------------------------------------------|
 SS1549
 SS1549                          SUPERSEDED SURVEY CONTROL
 SS1549
 SS1549  NAD 83(1986)-  47 22 53.51232(N)    110 53 04.00779(W) AD(       ) 2
 SS1549  NAD 27      -  47 22 53.64900(N)    110 53 01.20750(W) AD(       ) 2
 SS1549  NGVD 29 (07/19/86) 1417.4    (m)         4650.     (f) VERT ANG       
 SS1549
 SS1549.Superseded values are not recommended for survey control.
 SS1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1549.See file dsdata.txt to determine how the superseded data were derived.
 SS1549
 SS1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0872247570(NAD 83)
 SS1549_MARKER: DD = SURVEY DISK
 SS1549_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SS1549
 SS1549  HISTORY     - Date     Condition        Report By
 SS1549  HISTORY     - 1961     MONUMENTED       USFS
 SS1549  HISTORY     - 1969     GOOD             USE
 SS1549
 SS1549                          STATION DESCRIPTION
 SS1549
 SS1549'DESCRIBED BY US FOREST SERVICE 1961 (JCC)
 SS1549'STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF GREAT FALLS
 SS1549'AND 2 MILES EAST OF BELT.  IT IS ON THE HIGHEST POINT OF BELT
 SS1549'BUTTE, A PROMINENT HILL THAT HAS A BLACK, ROCK BELT SURROUNDING
 SS1549'IT ABOUT HALF WAY UP AND HAS TWO WHITE RADIO TRANSMITTER
 SS1549'SHACKS ON TOP.
 SS1549'
 SS1549'TO REACH FROM THE POST OFFICE IN BELT, GO NORTH ON MAIN
 SS1549'STREET FOR 0.05 MILE TO A T-INTERSECTION.  TURN RIGHT, EAST
 SS1549'ON PAVED ROAD FOR 0.25 MILE TO WHERE THE MAIN ROAD TURNS
 SS1549'RIGHT.  CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 50
 SS1549'YARDS TO A T-INTERSECTION.  TURN LEFT, NORTH, UP HILL ON
 SS1549'GRAVELED ROAD FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK,
 SS1549'EASTERLY ON GRAVELED ROAD FOR 2.3 MILES TO A SIDE ROAD LEFT.
 SS1549'CONTINUE AHEAD FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK,
 SS1549'SOUTHERLY FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 SS1549'ON FARM ROAD FOR 0.25 MILE TO THE HOME OF MR. CARL JOHNSON.
 SS1549'PASS AROUND THE RIGHT SIDE OF THE HOUSE AND GO LEFT ON
 SS1549'TRACK ROAD FOR 0.25 MILE TO A WIRE GATE.  PASS THROUGH THE
 SS1549'GATE AND CONTINUE UP HILL ON TRACK ROAD FOR 0.2 MILE TO
 SS1549'THE TOP OF RIDGE.  TURN LEFT, DOWN HILL FOR 0.05 MILE
 SS1549'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE UP STEEP,
 SS1549'(WINDING ROAD) FOR 0.4 MILE TO THE TOP OF BUTTE AND
 SS1549'STATION NEAR THE NORTH END OF THE BUTTE.
 SS1549'
 SS1549'THE STATION MARK IS A U.S. FOREST SERVICE BRONZE DISK, STAMPED
 SS1549'BELT 1956, SET IN THE TOP OF AN 18 INCH IRREGULAR MASS OF
 SS1549'CONCRETE PROJECTING 2 INCHES.  IT IS 148 FEET NORTH OF THE
 SS1549'NORTHEAST CORNER OF A SMALL WHITE TRANSMITTER SHACK, 78
 SS1549'FEET SOUTH OF THE NORTH EDGE OF THE BUTTE, 25 FEET SOUTHWEST OF
 SS1549'THE SOUTHWEST CORNER OF THE STATE HIGHWAY DEPARTMENT TRANSMITTER
 SS1549'SHACK AND 4 FEET SOUTH OF A WITNESS POST.
 SS1549'
 SS1549'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BELT USFS NO
 SS1549'1 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 SS1549'PROJECTING 6 INCHES.  IT IS 56 FEET SOUTHWEST OF THE SOUTHWEST
 SS1549'CORNER OF THE STATE HIGHWAY DEPARTMENT TRANSMITTER SHACK
 SS1549'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SS1549'
 SS1549'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BELT USFS NO
 SS1549'2 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 SS1549'PROJECTING 6 INCHES.  IT IS 28 FEET WEST-NORTHWEST OF
 SS1549'THE SOUTHWEST CORNER OF THE STATE HIGHWAY DEPARTMENT TRANSMITTER
 SS1549'SHACK AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SS1549
 SS1549                          STATION RECOVERY (1969)
 SS1549
 SS1549'RECOVERY NOTE BY US ENGINEERS 1969 (CMM)
 SS1549'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SS1549'CONDITION AS DESCRIBED.  ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1659 ***********************************************************************
 SS1659  DESIGNATION -  BELT
 SS1659  PID         -  SS1659
 SS1659  STATE/COUNTY-  MT/CASCADE
 SS1659  USGS QUAD   -  MORONY DAM (1994)
 SS1659
 SS1659                         *CURRENT SURVEY CONTROL
 SS1659  ___________________________________________________________________
 SS1659* NAD 83(1992)-  47 31 58.77842(N)    111 01 52.50895(W)     ADJUSTED  
 SS1659* NAVD 88     -      1045.     (meters)    3428.     (feet)  SCALED    
 SS1659  ___________________________________________________________________
 SS1659  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 SS1659  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 SS1659
 SS1659  HORZ ORDER  -  THIRD
 SS1659
 SS1659.The horizontal coordinates were established by classical geodetic methods
 SS1659.and adjusted by the National Geodetic Survey in July 1992..
 SS1659
 SS1659.The orthometric height was scaled from a topographic map.
 SS1659
 SS1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1659
 SS1659.The geoid height was determined by GEOID03.
 SS1659
 SS1659;                    North         East     Units Scale Factor Converg.
 SS1659;SPC MT       -   365,924.723   484,774.889   MT  0.99943386   -1 07 12.4
 SS1659;SPC MT       - 1,200,540.43  1,590,468.80   iFT  0.99943386   -1 07 12.4
 SS1659;UTM  12      - 5,264,397.042   497,647.743   MT  0.99960007   -0 01 23.0
 SS1659
 SS1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1659!SPC MT       -   0.99983845  x   0.99943386  =   0.99927240
 SS1659!UTM  12      -   0.99983845  x   0.99960007  =   0.99943858
 SS1659
 SS1659                          SUPERSEDED SURVEY CONTROL
 SS1659
 SS1659  NAD 83(1986)-  47 31 58.77683(N)    111 01 52.49100(W) AD(       ) 3
 SS1659
 SS1659.Superseded values are not recommended for survey control.
 SS1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1659.See file dsdata.txt to determine how the superseded data were derived.
 SS1659
 SS1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9764864397(NAD 83)
 SS1659_MARKER: DS = TRIANGULATION STATION DISK
 SS1659_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1659_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1659
 SS1659  HISTORY     - Date     Condition        Report By
 SS1659  HISTORY     - 1889     MONUMENTED       MORC
 SS1659  HISTORY     - 1965     MARK NOT FOUND   USGS
 SS1659
 SS1659                          STATION DESCRIPTION
 SS1659
 SS1659'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SS1659'STATION IS ON THE RIGHT BANK, ON THE N. END OF A PLATEAU RIDGE, ABOUT
 SS1659'13 MI. E. OF GREAT FALLS, MONTANA, 2.5 MI. FROM RIVER, AND SAME
 SS1659'DISTANCE W. OF BELT RIVER, 3/4 OF A MI. W. OF A COULEE.  HIGHER LAND
 SS1659'1/2 OF A MI. SW.
 SS1659'
 SS1659'NOT FOUND IN 1965 BY USGS.
 SS1659'
 SS1659'STATION MARK--STANDARD MORC MONUMENT WITH AN IRON PIPE AND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0945 ***********************************************************************
 TM0945  DESIGNATION -  BELTON
 TM0945  PID         -  TM0945
 TM0945  STATE/COUNTY-  MT/FLATHEAD
 TM0945  USGS QUAD   -  LAKE MC DONALD WEST (1994)
 TM0945
 TM0945                         *CURRENT SURVEY CONTROL
 TM0945  ___________________________________________________________________
 TM0945* NAD 83(1992)-  48 31 31.34314(N)    113 56 43.57856(W)     ADJUSTED  
 TM0945* NAVD 88     -      1911.6    (meters)    6272.     (feet)  VERTCON   
 TM0945  ___________________________________________________________________
 TM0945  LAPLACE CORR-          12.96  (seconds)                    DEFLEC99
 TM0945  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TM0945
 TM0945  HORZ ORDER  -  FIRST
 TM0945
 TM0945.The horizontal coordinates were established by classical geodetic methods
 TM0945.and adjusted by the National Geodetic Survey in July 1992..
 TM0945
 TM0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0945
 TM0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0945
 TM0945.The geoid height was determined by GEOID03.
 TM0945
 TM0945;                    North         East     Units Scale Factor Converg.
 TM0945;SPC MT       -   484,406.939   271,900.293   MT  0.99974337   -3 15 06.7
 TM0945;SPC MT       - 1,589,261.61    892,061.33   iFT  0.99974337   -3 15 06.7
 TM0945;UTM  12      - 5,378,885.739   282,535.294   MT  1.00018106   -2 12 27.8
 TM0945;UTM  11      - 5,379,202.061   725,520.452   MT  1.00022491   +2 17 22.5
 TM0945
 TM0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0945!SPC MT       -   0.99970291  x   0.99974337  =   0.99944635
 TM0945!UTM  12      -   0.99970291  x   1.00018106  =   0.99988391
 TM0945!UTM  11      -   0.99970291  x   1.00022491  =   0.99992775
 TM0945
 TM0945:                Primary Azimuth Mark                     Grid Az
 TM0945:SPC MT       -  LONEMAN MOUNTAIN LOOKOUT HOUSE           110 26 22.3
 TM0945:UTM  12      -  LONEMAN MOUNTAIN LOOKOUT HOUSE           109 23 43.4
 TM0945:UTM  11      -  LONEMAN MOUNTAIN LOOKOUT HOUSE           104 53 53.1
 TM0945
 TM0945|---------------------------------------------------------------------|
 TM0945| PID    Reference Object                     Distance      Geod. Az  |
 TM0945|                                                           dddmmss.s |
 TM0945| TM0933 LONEMAN MOUNTAIN LOOKOUT HOUSE      APPROX.13.6 KM 1071115.6 |
 TM0945| CN3934 BELTON RM 1                           4.123 METERS 12854     |
 TM0945| CN3935 BELTON RM 2                          16.876 METERS 19244     |
 TM0945| CN3933 BELTON AZ MK                                       2182326.6 |
 TM0945|---------------------------------------------------------------------|
 TM0945
 TM0945                          SUPERSEDED SURVEY CONTROL
 TM0945
 TM0945  NAD 83(1986)-  48 31 31.35395(N)    113 56 43.56991(W) AD(       ) 1
 TM0945  NAD 27      -  48 31 31.47413(N)    113 56 40.15143(W) AD(       ) 1
 TM0945  NGVD 29 (07/19/86) 1910.4    (m)         6268.     (f) VERT ANG       
 TM0945
 TM0945.Superseded values are not recommended for survey control.
 TM0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0945.See file dsdata.txt to determine how the superseded data were derived.
 TM0945
 TM0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU8253578886(NAD 83)
 TM0945_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0945_SETTING: 66 = SET IN ROCK OUTCROP
 TM0945
 TM0945  HISTORY     - Date     Condition        Report By
 TM0945  HISTORY     - 1939     MONUMENTED       CGS
 TM0945  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TM0945
 TM0945                          STATION DESCRIPTION
 TM0945
 TM0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TM0945'TWO AND FIVE-TENTHS MILES NORTHEAST OF BELTON, 2.5 MILES EAST
 TM0945'OF APGAR, DUE EAST OF THE SOUTHWEST END OF LAKE MC DONALD, 2.0
 TM0945'MILES NORTH OF MIDDLE FORK RIVER, ON THE SUMMIT OF A BARREN
 TM0945'KNOB ON THE NORTHWEST END OF THE BELTON HILLS, ABOUT 1 MILE
 TM0945'WEST-NORTHWEST OF A SLIGHTLY HIGHER KNOB WHICH IS COVERED
 TM0945'WITH BURNED OVER TIMBER.  THE STATION IS IN THE TOP OF BEDROCK
 TM0945'PROJECTING 6 INCHES AND STAMPED BELTON 1939.  THE BAROMETRIC
 TM0945'ELEVATION IS 6600 FEET.
 TM0945'
 TM0945'TO REACH FROM BELTON, GO EAST FROM THE GLACIER NATIONAL PARK
 TM0945'HEADQUARTERS ALONG THE NORTH BANK OF THE MIDDLE FORK RIVER
 TM0945'ON A SURFACED HIGHWAY FOR ABOUT 0.5 MILE TO THE END OF TRUCK
 TM0945'TRAVEL, PACK NORTHEAST UP THE OLD RESERVOIR ROAD FOR ABOUT 1.5
 TM0945'MILES AND THEN LEAVE ROAD AND PACK NORTH-NORTHEAST TOWARD THE
 TM0945'SUMMIT AND THE STATION, A 3-HOUR HORSE PACK AND 4-HOUR BACK
 TM0945'PACK.  HORSES CAN BE TAKEN TO STATION BUT SOME LOCAL
 TM0945'INFORMATION MUST BE HAD IN ORDER TO AVOID DEADFALLS.
 TM0945'
 TM0945'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 TM0945'BEDROCK AS DESCRIBED IN NOTES 2 AND 12A RESPECTIVELY.  THERE
 TM0945'ARE NO UNDERGROUND OR WITNESS MARKS.
 TM0945'
 TM0945'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, 3 FEET BELOW
 TM0945'THE STATION MARK, AND STAMPED BELTON NO. 1 1939.
 TM0945'
 TM0945'REFERENCE MARK NO. 2 IS IN THE TOP OF THE BEDROCK WHICH IS
 TM0945'FLUSH WITH THE GROUND ON THE NORTHWEST BUT PROJECTS 3 FEET
 TM0945'ON THE SOUTHEAST, 8 FEET BELOW STATION LEVEL, AND STAMPED
 TM0945'BELTON NO. 2 1939.
 TM0945'
 TM0945'AZIMUTH MARK IS THE CENTER OF AN IRON BOLT SET IN THE SOUTHEAST
 TM0945'CONCRETE ABUTMENT OF THE UNDERPASS OF THE HIGHWAY, UNDER
 TM0945'THE GREAT NORTHERN RAILROAD TRACKS AT BELTON, 6 FEET SOUTH
 TM0945'OF THE CENTER LINE OF THE TRACK, AND ABOUT 75 YARDS WEST OF
 TM0945'THE DEPOT.  THERE IS NO MARKING ON THE BOLT.
 TM0945'
 TM0945'ALL OBJECTS ARE VISIBLE FROM A 4-FOOT STAND.
 TM0945'
 TM0945'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 TM0945
 TM0945                          STATION RECOVERY (1963)
 TM0945
 TM0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0945'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 TM0945'A DIFFERENCE WAS FOUND IN THE DISTANCES AND DIRECTIONS TO
 TM0945'THE REFERENCE MARKS AND WAS NOTED IN THE FIELD.  THE TOWN OF
 TM0945'BELTON IS NOW KNOWN AS WEST GLACIER.  A NEW AND COMPLETE
 TM0945'DESCRIPTION FOLLOWS--
 TM0945'
 TM0945'THE STATION IS LOCATED ABOUT 19-1/2 MILES EAST NORTHEAST
 TM0945'OF WHITEFISH, 15 MILES NORTHEAST OF COLUMBIA FALLS, 2-1/2 MILES
 TM0945'NORTHEAST OF WEST GLACIER, 2 MILES EAST OF THE SOUTHWEST
 TM0945'END OF LAKE MC DONALD ON THE LOWER AND NORTHWEST ONE OF TWO
 TM0945'ROUNDED HILLS KNOWN AS THE BELTON HILLS.  THE HILL THE STATION
 TM0945'IS ON IS ALMOST BARE HAVING ONLY A FEW DEAD SNAGS WHEREAS THE
 TM0945'SOUTHEAST HILL IS COVERED WITH DEAD FALL AND IS A LITTLE
 TM0945'HIGHER.
 TM0945'
 TM0945'THE STATION WAS REACHED BY HELICOPTER.
 TM0945'
 TM0945'THE STATION MARK IS A STANDARD DISK, STAMPED BELTON 1939,
 TM0945'CEMENTED IN A DRILL HOLE IN A BOULDER 12 BY 18 INCHES IN CROSS
 TM0945'SECTION AND PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS ON
 TM0945'THE HIGHEST POINT OF THE HILL.  NOTE 4.
 TM0945'
 TM0945'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BELTON NO 1 1939,
 TM0945'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 TM0945'GROUND.  IT IS ON THE SOUTHEAST SLOPE OF THE HILL ABOUT 3
 TM0945'FEET LOWER THAN THE STATION.  NOTE 12A.
 TM0945'
 TM0945'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BELTON NO 2 1939,
 TM0945'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 3 BY 4 FEET
 TM0945'IN CROSS SECTION AND PROJECTING 4 FEET ON THE SOUTHWEST AND
 TM0945'FLUSH ON THE NORTHEAST SIDE.  IT IS ON THE SOUTHWEST SLOPE
 TM0945'OF THE HILL AND 9.2 FEET LOWER THAN THE STATION.  NOTE 12A.
 TM0945'
 TM0945'THE AZIMUTH MARK IS THE CENTER OF AN IRON BOLT SET IN THE
 TM0945'SOUTHEAST CONCRETE ABUTMENT OF THE GREAT NORTHERN RAILROAD
 TM0945'OVERPASS OVER THE GOING-TO-THE-SUN HIGHWAY IN WEST GLACIER.
 TM0945'IT IS 175 YARDS WEST OF THE RAILROAD DEPOT AND 9 FEET SOUTH
 TM0945'OF THE SOUTH RAIL OF THE TRACK.  THERE IS NO STAMPING ON THE
 TM0945'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1138 ***********************************************************************
 SR1138  DESIGNATION -  BENCH
 SR1138  PID         -  SR1138
 SR1138  STATE/COUNTY-  MT/JUDITH BASIN
 SR1138  USGS QUAD   -  BIG SPRING (1970)
 SR1138
 SR1138                         *CURRENT SURVEY CONTROL
 SR1138  ___________________________________________________________________
 SR1138* NAD 83(1992)-  47 07 39.46718(N)    109 58 11.59047(W)     ADJUSTED  
 SR1138* NAVD 88     -      1302.9    (meters)    4275.     (feet)  VERTCON   
 SR1138  ___________________________________________________________________
 SR1138  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 SR1138  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 SR1138
 SR1138  HORZ ORDER  -  SECOND
 SR1138
 SR1138.The horizontal coordinates were established by classical geodetic methods
 SR1138.and adjusted by the National Geodetic Survey in July 1992..
 SR1138
 SR1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1138
 SR1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1138
 SR1138.The geoid height was determined by GEOID03.
 SR1138
 SR1138;                    North         East     Units Scale Factor Converg.
 SR1138;SPC MT       -   319,864.546   564,369.320   MT  0.99939464   -0 20 37.4
 SR1138;SPC MT       - 1,049,424.36  1,851,605.38   iFT  0.99939464   -0 20 37.4
 SR1138;UTM  12      - 5,219,862.044   578,127.998   MT  0.99967502   +0 45 17.9
 SR1138
 SR1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1138!SPC MT       -   0.99979785  x   0.99939464  =   0.99919261
 SR1138!UTM  12      -   0.99979785  x   0.99967502  =   0.99947294
 SR1138
 SR1138|---------------------------------------------------------------------|
 SR1138| PID    Reference Object                     Distance      Geod. Az  |
 SR1138|                                                           dddmmss.s |
 SR1138| CQ5041 BENCH RM 1                           19.130 METERS 05046     |
 SR1138| CQ5040 BENCH AZ MK                                        0884557.2 |
 SR1138| CQ5042 BENCH RM 2                           14.101 METERS 31701     |
 SR1138|---------------------------------------------------------------------|
 SR1138
 SR1138                          SUPERSEDED SURVEY CONTROL
 SR1138
 SR1138  NAD 83(1986)-  47 07 39.46385(N)    109 58 11.57190(W) AD(       ) 2
 SR1138  NAD 27      -  47 07 39.57800(N)    109 58 08.86010(W) AD(       ) 2
 SR1138  NGVD 29 (07/19/86) 1302.0    (m)         4272.     (f) VERT ANG       
 SR1138
 SR1138.Superseded values are not recommended for survey control.
 SR1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1138.See file dsdata.txt to determine how the superseded data were derived.
 SR1138
 SR1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT7812819862(NAD 83)
 SR1138_MARKER: DS = TRIANGULATION STATION DISK
 SR1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1138
 SR1138  HISTORY     - Date     Condition        Report By
 SR1138  HISTORY     - 1961     MONUMENTED       CGS
 SR1138
 SR1138                          STATION DESCRIPTION
 SR1138
 SR1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1138'THE STATION IS LOCATED 5 MILES NORTH AND 2-3/4 MILES WEST
 SR1138'OF MOCCASIN AND ON THE ROAD RIGHT-OF-WAY.
 SR1138'
 SR1138'TO REACH THE STATION FROM THE POST OFFICE IN MOCCASIN, GO
 SR1138'NORTH ON GRAVELED ROAD FOR 0.05 MILE TO U.S. HIGHWAY 87,
 SR1138'TURN LEFT AND GO WEST ON U.S. HIGHWAY 87 FOR 2.6 MILES TO
 SR1138'CROSSROAD, TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 5.0
 SR1138'MILES TO A T-INTERSECTION, (TURN RIGHT AND GO EAST FOR 0.3
 SR1138'MILE TO THE AZIMUTH MARK ON THE LEFT) TURN LEFT AND GO WEST
 SR1138'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 SR1138'
 SR1138'THE STATION MARK IS A STANDARD DISK, STAMPED BENCH 1961,
 SR1138'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SR1138'PROJECTS 4-INCHES.  IT IS 46 FEET SOUTH OF CENTER OF A GRAVELED
 SR1138'ROAD, 16 FEET NORTH OF A WIRE FENCE AND 5.9 FEET NORTHWEST
 SR1138'OF THE WITNESS POST.
 SR1138'
 SR1138'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BENCH NO 1
 SR1138'1961 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SR1138'THAT PROJECTS 4-INCHES.  IT IS 61 FEET NORTHWEST OF THE WITNESS
 SR1138'POST, 16 FEET SOUTH OF CENTER OF THE GRAVEL ROAD AND 8 FEET
 SR1138'NORTH OF THE FENCE.
 SR1138'
 SR1138'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BENCH NO 2
 SR1138'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SR1138'THAT PROJECTS 6-INCHES.  IT IS 52 FEET NORTHWEST OF THE WITNESS
 SR1138'POST, 34 FEET WEST OF CENTER OF THE GRAVELED ROAD AND 3 FEET
 SR1138'EAST OF THE FENCE.
 SR1138'
 SR1138'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BENCH 1961, SET
 SR1138'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1138'6-INCHES.  IT IS 27 FEET NORTH OF CENTER OF THE GRAVEL ROAD,
 SR1138'3 FEET SOUTH OF A FENCE AND 2.0 FEET WEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0420 ***********************************************************************
 TJ0420  DESIGNATION -  BEND
 TJ0420  PID         -  TJ0420
 TJ0420  STATE/COUNTY-  MT/PHILLIPS
 TJ0420  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0420
 TJ0420                         *CURRENT SURVEY CONTROL
 TJ0420  ___________________________________________________________________
 TJ0420* NAD 83(1992)-  48 39 09.16632(N)    107 44 04.20497(W)     ADJUSTED  
 TJ0420* NAVD 88     -       826.519  (meters)    2711.67   (feet)  ADJUSTED  
 TJ0420  ___________________________________________________________________
 TJ0420  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 TJ0420  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0420  DYNAMIC HT  -         826.621 (meters)    2712.01  (feet)  COMP
 TJ0420  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 TJ0420
 TJ0420  HORZ ORDER  -  FIRST
 TJ0420  VERT ORDER  -  FIRST     CLASS II
 TJ0420
 TJ0420.The horizontal coordinates were established by classical geodetic methods
 TJ0420.and adjusted by the National Geodetic Survey in July 1992..
 TJ0420
 TJ0420.The orthometric height was determined by differential leveling
 TJ0420.and adjusted by the National Geodetic Survey in June 1991..
 TJ0420
 TJ0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0420
 TJ0420.The geoid height was determined by GEOID03.
 TJ0420
 TJ0420.The dynamic height is computed by dividing the NAVD 88
 TJ0420.geopotential number by the normal gravity value computed on the
 TJ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0420.degrees latitude (g = 980.6199 gals.).
 TJ0420
 TJ0420.The modeled gravity was interpolated from observed gravity values.
 TJ0420
 TJ0420;                    North         East     Units Scale Factor Converg.
 TJ0420;SPC MT       -   490,698.055   730,044.540   MT  0.99980518   +1 17 29.3
 TJ0420;SPC MT       - 1,609,901.76  2,395,159.25   iFT  0.99980518   +1 17 29.3
 TJ0420;UTM  13      - 5,392,441.160   298,613.796   MT  1.00009829   -2 03 12.7
 TJ0420
 TJ0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0420!SPC MT       -   0.99987314  x   0.99980518  =   0.99967834
 TJ0420!UTM  13      -   0.99987314  x   1.00009829  =   0.99997142
 TJ0420
 TJ0420|---------------------------------------------------------------------|
 TJ0420| PID    Reference Object                     Distance      Geod. Az  |
 TJ0420|                                                           dddmmss.s |
 TJ0420| TJ0421 BEND RM 1                            24.840 METERS 05804     |
 TJ0420| TJ0422 BEND RM 2                            29.730 METERS 14840     |
 TJ0420| CQ5072 BEND AZ MK                                         1515025.3 |
 TJ0420| TJ0418 BEND AZ MK 2                                       1525012.9 |
 TJ0420|---------------------------------------------------------------------|
 TJ0420
 TJ0420                          SUPERSEDED SURVEY CONTROL
 TJ0420
 TJ0420  NAD 83(1986)-  48 39 09.16306(N)    107 44 04.19772(W) AD(       ) 1
 TJ0420  NAD 27      -  48 39 09.15600(N)    107 44 01.83400(W) AD(       ) 1
 TJ0420  NGVD 29 (07/19/86)  827.7    (m)         2716.     (f) VERT ANG       
 TJ0420
 TJ0420.Superseded values are not recommended for survey control.
 TJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0420.See file dsdata.txt to determine how the superseded data were derived.
 TJ0420
 TJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP9861492441(NAD 83)
 TJ0420_MARKER: DS = TRIANGULATION STATION DISK
 TJ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0420_SP_SET: CONCRETE POST
 TJ0420_STAMPING: BEND 1934
 TJ0420_PROJECTION: PROJECTING 10 CENTIMETERS
 TJ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0420+STABILITY: SURFACE MOTION
 TJ0420
 TJ0420  HISTORY     - Date     Condition        Report By
 TJ0420  HISTORY     - 1934     MONUMENTED       CGS
 TJ0420  HISTORY     - 1969     GOOD             CGS
 TJ0420  HISTORY     - 1979     GOOD             NGS
 TJ0420
 TJ0420                          STATION DESCRIPTION
 TJ0420
 TJ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0420'LOCATED, APPROX. SEC. 1, T. 33 N., R. 30 E.  THE STATION IS 22
 TJ0420'MILES, AIRLINE, NORTH OF MALTA ON HIGH PRAIRIE LAND 5 MILES
 TJ0420'NORTH OF THE POINT WHERE THE MAIN HIGHWAY RUNNING NORTH FROM
 TJ0420'MALTA TO THE INTERNATIONAL BOUNDARY LEAVES THE MILK RIVER.
 TJ0420'IT IS 0.2 MILE SOUTHWEST OF THE POINT WHERE THE HIGHWAY TURNS
 TJ0420'SHARPLY TO THE WEST.
 TJ0420'
 TJ0420'REFERENCE MARK NO. 1, IS EAST-NORTHEAST OF THE STATION.
 TJ0420'
 TJ0420'REFERENCE MARK NO. 2, IS SOUTH-SOUTHEAST OF THE
 TJ0420'STATION.
 TJ0420'
 TJ0420'THE AZIMUTH MARK, IS SOUTH OF THE STATION AND 20
 TJ0420'FEET WEST OF THE MAIN HIGHWAY.  SURFACE MARK DESCRIBED IN CONCRETE.
 TJ0420'
 TJ0420'THE STATION MAY BE REACHED FROM THE POST OFFICE AT MALTA BY
 TJ0420'GOING NORTH ON THE D-Y TRAIL 23.6 MILES, OR 10.0 MILES NORTH OF
 TJ0420'THE FREEWATER SCHOOLHOUSE TO WHERE THE MAIN HIGHWAY MAKES
 TJ0420'A SHARP BEND TO THE LEFT, OR WEST (TURNING BACK TO THE NORTH
 TJ0420'AGAIN AFTER 1.5 MILES).  FROM THIS SHARP BEND, GO 0.2 MILE
 TJ0420'SOUTHWEST ACROSS COUNTRY TO THE STATION.
 TJ0420'
 TJ0420'A 15-FOOT STAND WILL CLEAR ALL LINES.
 TJ0420
 TJ0420                          STATION RECOVERY (1969)
 TJ0420
 TJ0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 TJ0420'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 TJ0420'WERE RECOVERED IN GOOD CONDITION.  THE ROAD IS TO BE REBUILT
 TJ0420'AND THE ORIGINAL AZIMUTH MARK DESTROYED.  A NEW AZIMUTH MARK
 TJ0420'WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 TJ0420'
 TJ0420'STATION IS LOCATED IN SECTION 1, T 33N, R 30 E, ABOUT 22 MILES
 TJ0420'NORTH OF MALTA, ON A FLAT AREA IN A PASTURE, 0.1 MILE SOUTH OF
 TJ0420'A GATE IN A WIRE FENCE, 0.1 MILE WEST OF THE HIGHWAY RIGHT-OF-WAY
 TJ0420'FENCE AND ABOUT 20 YARDS EAST OF THE POINT WHERE THE GROUND
 TJ0420'SLOPES GENTLY INTO A SLIGHTLY LOWER AREA.
 TJ0420'
 TJ0420'THE STATION MARK, STAMPED BEND 1934, IS A STANDARD DISK SET IN
 TJ0420'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON
 TJ0420'THE HIGHEST PART OF THE FLAT AREA AND 3 FEET WEST OF A METAL
 TJ0420'WITNESS POST.
 TJ0420'
 TJ0420'REFERENCE MARK NO. 1, STAMPED BEND NO. 1 1934, IS A STANDARD
 TJ0420'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 TJ0420'THE MARK IS ABOUT 6 INCHES LOWER THAN THE STATION MARK.
 TJ0420'
 TJ0420'REFERENCE MARK NO. 2, STAMPED BEND NO. 2 1934, IS A STANDARD
 TJ0420'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND
 TJ0420'IS ABOUT 6 INCHES LOWER THAN THE STATION MARK.
 TJ0420'
 TJ0420'THE AZIMUTH MARK, STAMPED BEND AZI 2 1969, IS A STANDARD DISK
 TJ0420'SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 105
 TJ0420'FEET WEST OF THE CENTER OF THE EXISTING ROAD (90 FEET WEST OF
 TJ0420'PROPOSED CENTERLINE), 90 FEET NORTH-NORTHEAST OF THE NORTH
 TJ0420'END OF A LONG, NARROW DIRT RIDGE USED FOR A SNOW-FENCE, 125
 TJ0420'FEET NORTHWEST OF THE ORIGINAL AZIMUTH MARK, WHICH WAS LEFT IN
 TJ0420'PLACE, 6 FEET SOUTH OF A WEST GATE POST, 2 FEET NORTH OF A
 TJ0420'METAL WITNESS POST AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 TJ0420'
 TJ0420'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 TJ0420'242 IN MALTA, GO NORTH (TOWARD LORING) FOR 23.5 MILES TO THE
 TJ0420'AZIMUTH MARK ON THE LEFT, AT A 10-FOOT JOG IN THE RIGHT-OF-WAY
 TJ0420'FENCE, AND 0.2 MILE SOUTH OF THE POINT WHERE THE RIGHT-OF-WAY
 TJ0420'FENCE TURNS NORTHWEST.  (THIS JOG IS AT THE 1/4 COR. BETWEEN
 TJ0420'SEC. 1 AND 6, T33N, R31E.) PASS THROUGH THE GATE AT THIS
 TJ0420'JOG IN THE FENCELINE AND GO NORTH-NORTHWEST ACROSS COUNTRY
 TJ0420'0.35 MILE TO THE STATION.
 TJ0420'
 TJ0420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 TJ0420'NORTH OF MALTA
 TJ0420
 TJ0420                          STATION RECOVERY (1979)
 TJ0420
 TJ0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TJ0420'23.0 MI NORTH FROM MALTA.
 TJ0420'23.0 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0420'HIGHWAY 2 IN MALTA, AND THENCE 0.3 MILE SOUTHWEST ACROSS COUNTRY, ON
 TJ0420'THE HIGHEST POINT OF A GENTLY SLOPING HILL, 24 FEET SOUTHWEST OF
 TJ0420'REFERENCE MARK 1, AND 29 FEET NORTHWEST OF REFERENCE MARK 2.
 TJ0420'THE MARK IS 3 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0560 ***********************************************************************
 TL0560  DESIGNATION -  BEND
 TL0560  PID         -  TL0560
 TL0560  STATE/COUNTY-  MT/TOOLE
 TL0560  USGS QUAD   -  PONDERA SCHOOL (1970)
 TL0560
 TL0560                         *CURRENT SURVEY CONTROL
 TL0560  ___________________________________________________________________
 TL0560* NAD 83(1992)-  48 18 49.62633(N)    111 19 06.81794(W)     ADJUSTED  
 TL0560* NAVD 88     -       969.     (meters)    3179.     (feet)  SCALED    
 TL0560  ___________________________________________________________________
 TL0560  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 TL0560  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 TL0560
 TL0560  HORZ ORDER  -  SECOND
 TL0560
 TL0560.The horizontal coordinates were established by classical geodetic methods
 TL0560.and adjusted by the National Geodetic Survey in July 1992..
 TL0560
 TL0560.The orthometric height was scaled from a topographic map.
 TL0560
 TL0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0560
 TL0560.The geoid height was determined by GEOID03.
 TL0560
 TL0560;                    North         East     Units Scale Factor Converg.
 TL0560;SPC MT       -   453,137.832   465,173.373   MT  0.99965174   -1 19 49.0
 TL0560;SPC MT       - 1,486,672.68  1,526,159.36   iFT  0.99965174   -1 19 49.0
 TL0560;UTM  12      - 5,351,226.125   476,381.290   MT  0.99960685   -0 14 16.4
 TL0560
 TL0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0560!SPC MT       -   0.99985049  x   0.99965174  =   0.99950228
 TL0560!UTM  12      -   0.99985049  x   0.99960685  =   0.99945740
 TL0560
 TL0560|---------------------------------------------------------------------|
 TL0560| PID    Reference Object                     Distance      Geod. Az  |
 TL0560|                                                           dddmmss.s |
 TL0560| CN3956 BEND RM 1                            39.322 METERS 08338     |
 TL0560| CN3955 BEND AZ MK                                         1802139.9 |
 TL0560| CN3957 BEND RM 2                            12.434 METERS 20547     |
 TL0560|---------------------------------------------------------------------|
 TL0560
 TL0560                          SUPERSEDED SURVEY CONTROL
 TL0560
 TL0560  NAD 83(1986)-  48 18 49.62637(N)    111 19 06.80898(W) AD(       ) 2
 TL0560  NAD 27      -  48 18 49.69366(N)    111 19 03.85160(W) AD(       ) 2
 TL0560
 TL0560.Superseded values are not recommended for survey control.
 TL0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0560.See file dsdata.txt to determine how the superseded data were derived.
 TL0560
 TL0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU7638151226(NAD 83)
 TL0560_MARKER: DS = TRIANGULATION STATION DISK
 TL0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0560_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0560
 TL0560  HISTORY     - Date     Condition        Report By
 TL0560  HISTORY     - 1964     MONUMENTED       CGS
 TL0560
 TL0560                          STATION DESCRIPTION
 TL0560
 TL0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0560'THE STATION IS 21 MILES SOUTHWEST OF CHESTER, 11-1/2 MILES
 TL0560'SOUTH-SOUTHEAST OF GALATA AND 1-1/2 MILES SOUTH OF THE SOUTH
 TL0560'EDGE OF TIBER RESERVOIR, ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 TL0560'GRAVELED ROAD.
 TL0560'
 TL0560'TO REACH THE STATION FROM THE TIBER RAILROAD STATION (ON
 TL0560'U.S. HIGHWAY 2, ABOUT 5 MILES WEST OF CHESTER), GO SOUTH ON
 TL0560'GRAVELED ROAD AS PER SIGN TIBER STATE PARK FOR 10.8 MILES
 TL0560'TO A SIDE ROAD RIGHT.  CONTINUE SOUTH ON MAIN ROAD FOR 1.55
 TL0560'MILES TO A FORK AND SIGN TIBER RECREATION AREA.  TAKE THE RIGHT
 TL0560'FORK AND GO WESTERLY FOR 1.0 MILE TO THE TIBER DAM.  CROSS
 TL0560'THE DAM AND CONTINUE SOUTHWEST AND WEST ON MAIN ROAD FOR 6.0
 TL0560'MILES TO A CROSSROAD AT SIGN KOLSTAD FARMS.  CONTINUE WEST
 TL0560'ON GRAVELED ROAD FOR 5.0 MILES TO A CROSSROAD.  TURN RIGHT
 TL0560'AND GO NORTH ON BLADED ROAD FOR 0.95 MILE TO THE AZIMUTH MARK
 TL0560'ON THE LEFT.  CONTINUE NORTH ON BLADED ROAD FOR 0.5 MILE
 TL0560'TO THE STATION ON THE LEFT.
 TL0560'
 TL0560'STATION MARK IS A STANDARD DISK, STAMPED BEND 1964, SET IN
 TL0560'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 TL0560'4 INCHES.  IT IS 53 FEET WEST OF THE CENTERLINE OF A BLADED
 TL0560'ROAD, 8 FEET NORTHEAST OF THE NORTH GATE POST OF A WIRE
 TL0560'GATE AND 4.2 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 TL0560'
 TL0560'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEND NO 1 1964,
 TL0560'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0560'PROJECTING 5 INCHES.  IT IS 45 FEET EAST-SOUTHEAST OF THE
 TL0560'CENTERLINE OF THE ROAD, 11.5 FEET SOUTHEAST OF A CORNER FENCE
 TL0560'POST, 1 FOOT SOUTHWEST OF A FENCE LINE AND ABOUT THE SAME
 TL0560'ELEVATION AS THE STATION.
 TL0560'
 TL0560'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEND NO 2 1964,
 TL0560'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0560'PROJECTING 6 INCHES.  IT IS 55 FEET WEST OF THE CENTERLINE
 TL0560'OF THE ROAD, 2.3 FEET EAST OF A FENCE LINE AND ABOUT THE
 TL0560'SAME ELEVATION AS THE STATION.
 TL0560'
 TL0560'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BEND 1964, SET
 TL0560'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0560'PROJECTING 4 INCHES.  IT IS 32 FEET WEST OF THE CENTERLINE
 TL0560'OF A BLADED ROAD, 4.6 FEET NORTH OF A CORNER FENCE POST AND
 TL0560'1.8 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1081 ***********************************************************************
 SR1081  DESIGNATION -  BEND
 SR1081  PID         -  SR1081
 SR1081  STATE/COUNTY-  MT/FERGUS
 SR1081  USGS QUAD   -  BAKER MONUMENT (1954)
 SR1081
 SR1081                         *CURRENT SURVEY CONTROL
 SR1081  ___________________________________________________________________
 SR1081* NAD 83(1992)-  47 43 14.60290(N)    108 55 06.50915(W)     ADJUSTED  
 SR1081* NAVD 88     -       935.2    (meters)    3068.     (feet)  VERTCON   
 SR1081  ___________________________________________________________________
 SR1081  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 SR1081  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 SR1081
 SR1081  HORZ ORDER  -  SECOND
 SR1081
 SR1081.The horizontal coordinates were established by classical geodetic methods
 SR1081.and adjusted by the National Geodetic Survey in July 1992..
 SR1081
 SR1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1081
 SR1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1081
 SR1081.The geoid height was determined by GEOID03.
 SR1081
 SR1081;                    North         East     Units Scale Factor Converg.
 SR1081;SPC MT       -   385,821.073   643,606.659   MT  0.99946906   +0 25 31.4
 SR1081;SPC MT       - 1,265,817.17  2,111,570.40   iFT  0.99946906   +0 25 31.4
 SR1081;UTM  12      - 5,287,358.947   656,105.377   MT  0.99989946   +1 32 25.4
 SR1081
 SR1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1081!SPC MT       -   0.99985578  x   0.99946906  =   0.99932492
 SR1081!UTM  12      -   0.99985578  x   0.99989946  =   0.99975526
 SR1081
 SR1081:                Primary Azimuth Mark                     Grid Az
 SR1081:SPC MT       -  BEND AZ MK                               137 25 30.8
 SR1081:UTM  12      -  BEND AZ MK                               136 18 36.8
 SR1081
 SR1081|---------------------------------------------------------------------|
 SR1081| PID    Reference Object                     Distance      Geod. Az  |
 SR1081|                                                           dddmmss.s |
 SR1081| CQ5073 BEND AZ MK                                         1375102.2 |
 SR1081| CQ5074 BEND RM 1                             7.035 METERS 28356     |
 SR1081| CQ5075 BEND RM 2                            14.088 METERS 28409     |
 SR1081|---------------------------------------------------------------------|
 SR1081
 SR1081                          SUPERSEDED SURVEY CONTROL
 SR1081
 SR1081  NAD 83(1986)-  47 43 14.59961(N)    108 55 06.49256(W) AD(       ) 2
 SR1081  NAD 27      -  47 43 14.64400(N)    108 55 03.90700(W) AD(       ) 2
 SR1081  NGVD 29 (07/19/86)  934.4    (m)         3066.     (f) VERT ANG       
 SR1081
 SR1081.Superseded values are not recommended for survey control.
 SR1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1081.See file dsdata.txt to determine how the superseded data were derived.
 SR1081
 SR1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT5610587359(NAD 83)
 SR1081_MARKER: DS = TRIANGULATION STATION DISK
 SR1081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1081_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1081
 SR1081  HISTORY     - Date     Condition        Report By
 SR1081  HISTORY     - 1889     MONUMENTED       MORC
 SR1081  HISTORY     - 1948     GOOD             CGS
 SR1081  HISTORY     - 1953     GOOD             USGS
 SR1081
 SR1081                          STATION DESCRIPTION
 SR1081
 SR1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SR1081'STATION IS LOCATED ABOUT 30 MILES NORTHEAST OF WINIFRED, ABOUT
 SR1081'1 MILE SOUTH OF THE MISSOURI RIVER AT THE FERRY CROSSING, AND
 SR1081'ON A HIGH PEAK OVERLOOKING THE RIVER TO THE NORTH AND WEST.
 SR1081'
 SR1081'TO REACH THE STATION FROM THE POWER PLANT FERRY, GO WEST-SOUTHWEST
 SR1081'ON THE MAIN ROAD FOR 2.2 MILES TO A REVERSE Y AT THE TOP
 SR1081'OF A HILL, TURN LEFT ON TRACK ROAD AND GO 2.4 MILES TO THE
 SR1081'AZIMUTH MARK ON LEFT AND END OF TRUCK TRAVEL, PACK NORTH
 SR1081'FOR ABOUT 0.15 MILE, TURN LEFT AND FOLLOW THE TOP OF THE
 SR1081'DIVIDE FOR ABOUT 0.4 MILE TO THE HIGHEST PEAK AND THE STATION.
 SR1081'
 SR1081'STATION IS 20 FEET SOUTH OF A PINE TREE.  IT IS A STANDARD MORC
 SR1081'STATION MARK BOLTED ON THE TOP OF A 5-INCH IRON PIPE.
 SR1081'THE MARK PROJECTS 12 INCHES.
 SR1081'
 SR1081'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK
 SR1081'WELDED ON THE TOP OF A 2-INCH IRON PIPE.  THE MARK PROJECTS
 SR1081'2 INCHES, AND THE DISK IS STAMPED BEND MORC NO 1 1948.
 SR1081'
 SR1081'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK
 SR1081'WELDED ON THE TOP OF A 2-INCH IRON PIPE.  THE MARK PROJECTS
 SR1081'3 INCHES, AND THE DISK IS STAMPED BEND MORC NO 2 1948.
 SR1081'
 SR1081'AZIMUTH MARK IS 0.3 MILE FROM STATION, 100 FEET NORTHEAST
 SR1081'OF TRACK ROAD, AND 4 FEET SOUTHWEST OF A WITNESS POST.  IT IS
 SR1081'A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH
 SR1081'SQUARE CONCRETE POST.  THE MARK PROJECTS 3 INCHES, AND THE
 SR1081'DISK IS STAMPED BEND MORC 1948.
 SR1081'
 SR1081'ANTELOPE, CRYSTAL (MORC), GAGING STATION (USGS), AND BM K 65 1933
 SR1081'WILL SEE FROM A 4-FOOT STAND.
 SR1081
 SR1081                          STATION RECOVERY (1953)
 SR1081
 SR1081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SR1081'THIS STATION OCCUPIED BY USGS FOR PHOTO IDENTIFICATION ONLY.
 SR1081'
 SR1081'STATION MARK--STANDARD MORC STATION MARK BOLTED ON THE TOP OF A 5 IN.
 SR1081'IRON PIPE, PROJECTING 12 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0968 ***********************************************************************
 TM0968  DESIGNATION -  BEND
 TM0968  PID         -  TM0968
 TM0968  STATE/COUNTY-  MT/GLACIER
 TM0968  USGS QUAD   -  LANDSLIDE BUTTE (1968)
 TM0968
 TM0968                         *CURRENT SURVEY CONTROL
 TM0968  ___________________________________________________________________
 TM0968* NAD 83(1992)-  48 58 04.45620(N)    112 39 13.97417(W)     ADJUSTED  
 TM0968* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 TM0968  ___________________________________________________________________
 TM0968  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 TM0968  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 TM0968
 TM0968  HORZ ORDER  -  THIRD
 TM0968
 TM0968.The horizontal coordinates were established by classical geodetic methods
 TM0968.and adjusted by the National Geodetic Survey in July 1992..
 TM0968
 TM0968.The orthometric height was scaled from a topographic map.
 TM0968
 TM0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0968
 TM0968.The geoid height was determined by GEOID03.
 TM0968
 TM0968;                    North         East     Units Scale Factor Converg.
 TM0968;SPC MT       -   528,946.742   369,143.493   MT  0.99998041   -2 18 25.5
 TM0968;SPC MT       - 1,735,389.57  1,211,100.70   iFT  0.99998041   -2 18 25.5
 TM0968;UTM  12      - 5,425,205.905   378,955.510   MT  0.99977999   -1 14 51.9
 TM0968
 TM0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0968!SPC MT       -   0.99979682  x   0.99998041  =   0.99977724
 TM0968!UTM  12      -   0.99979682  x   0.99977999  =   0.99957686
 TM0968
 TM0968:                Primary Azimuth Mark                     Grid Az
 TM0968:SPC MT       -  BOUNDARY MON 315 CD US                   064 39 00.5
 TM0968:UTM  12      -  BOUNDARY MON 315 CD US                   063 35 26.9
 TM0968
 TM0968|---------------------------------------------------------------------|
 TM0968| PID    Reference Object                     Distance      Geod. Az  |
 TM0968|                                                           dddmmss.s |
 TM0968| TM0333 BOUNDARY MON 315 CD US              APPROX. 7.4 KM 0622035.0 |
 TM0968|---------------------------------------------------------------------|
 TM0968
 TM0968                          SUPERSEDED SURVEY CONTROL
 TM0968
 TM0968  NAD 83(1986)-  48 58 04.46059(N)    112 39 13.97549(W) AD(       ) 3
 TM0968
 TM0968.Superseded values are not recommended for survey control.
 TM0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0968.See file dsdata.txt to determine how the superseded data were derived.
 TM0968
 TM0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV7895625206(NAD 83)
 TM0968_MARKER: Z = SEE DESCRIPTION
 TM0968_SETTING: 0 = UNSPECIFIED SETTING
 TM0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0968
 TM0968  HISTORY     - Date     Condition        Report By
 TM0968  HISTORY     - 1910     MONUMENTED       IBC
 TM0968
 TM0968                          STATION DESCRIPTION
 TM0968
 TM0968'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHA)
 TM0968'THE STATION IS ABOUT 2 MILES SOUTH OF THE INTERNATIONAL BOUNDARY, IN
 TM0968'SW 1/4 SECTION 10, TOWNSHIP 37 N, RANGE 8 W, PRINCIPAL MERIDIAN, AND
 TM0968'IS ON THE EAST BANK OF THE SOUTH FORK OF THE MILK RIVER, ON A
 TM0968'PROMINENT BUTTE NEAR THE SOUTH END OF A RIDGE WHICH SLOPES GRADUALLY
 TM0968'TO THE EAST AND SHOWS A BLUFF ON THE RIVER SIDE.  THE RIVER TAKES
 TM0968'A SHARP BEND TO THE SOUTH, NORTHWEST OF THE STATION.
 TM0968'
 TM0968'STATION MARK--A WROUGHT IRON BENCH - MARK POST WITH A BRASS TOP,
 TM0968'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0552 ***********************************************************************
 RW0552  DESIGNATION -  BEND
 RW0552  PID         -  RW0552
 RW0552  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0552  USGS QUAD   -  HAUSER LAKE (1972)
 RW0552
 RW0552                         *CURRENT SURVEY CONTROL
 RW0552  ___________________________________________________________________
 RW0552* NAD 83(1992)-  46 43 06.14867(N)    111 48 39.57430(W)     ADJUSTED  
 RW0552* NAVD 88     -      1393.3    (meters)    4571.     (feet)  VERTCON   
 RW0552  ___________________________________________________________________
 RW0552  LAPLACE CORR-           9.22  (seconds)                    DEFLEC99
 RW0552  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 RW0552
 RW0552  HORZ ORDER  -  THIRD
 RW0552
 RW0552.The horizontal coordinates were established by classical geodetic methods
 RW0552.and adjusted by the National Geodetic Survey in July 1992..
 RW0552
 RW0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0552
 RW0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0552
 RW0552.The geoid height was determined by GEOID03.
 RW0552
 RW0552;                    North         East     Units Scale Factor Converg.
 RW0552;SPC MT       -   276,893.337   423,444.326   MT  0.99940575   -1 41 25.8
 RW0552;SPC MT       -   908,442.71  1,389,253.04   iFT  0.99940575   -1 41 25.8
 RW0552;UTM  12      - 5,174,188.217   438,020.699   MT  0.99964722   -0 35 25.5
 RW0552
 RW0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0552!SPC MT       -   0.99978366  x   0.99940575  =   0.99918954
 RW0552!UTM  12      -   0.99978366  x   0.99964722  =   0.99943096
 RW0552
 RW0552                          SUPERSEDED SURVEY CONTROL
 RW0552
 RW0552  NAD 83(1986)-  46 43 06.15138(N)    111 48 39.56305(W) AD(       ) 3
 RW0552  NGVD 29 (06/12/92) 1392.3    (m)         4568.     (f) VERT ANG       
 RW0552
 RW0552.Superseded values are not recommended for survey control.
 RW0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0552.See file dsdata.txt to determine how the superseded data were derived.
 RW0552
 RW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS3802174188(NAD 83)
 RW0552_MARKER: DD = SURVEY DISK
 RW0552_SETTING: 66 = SET IN ROCK OUTCROP
 RW0552_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 RW0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0552+STABILITY: POSITION/ELEVATION WELL
 RW0552
 RW0552  HISTORY     - Date     Condition        Report By
 RW0552  HISTORY     - 1948     MONUMENTED       USGS
 RW0552
 RW0552                          STATION DESCRIPTION
 RW0552
 RW0552'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0552'STATION IS LOCATED ON HIGHEST POINT AT END OF LONG BARE RIDGE JUST
 RW0552'ABOVE SHARP BEND IN MISSOURI RIVER WHERE RD. TO YORK, MONTANA,
 RW0552'CROSSES RIVER.  NE. 1/4, NE. 1/4 SEC. 14, T 11 N, R 2 W.
 RW0552'
 RW0552'TO REACH STATION FROM CITY HALL AT EAST HELENA, MONTANA, FOLLOW U.S.
 RW0552'HIGHWAY 10 NE. FOR 1.1 MI. TO T-RD. N., TURN LEFT (N.) AND FOLLOW
 RW0552'RD. SIGN --LAKESIDE--, CONTINUE ON MAIN TRAVELED RD. FOR 4.2 MI. TO
 RW0552'CABINS AT LAKESIDE, FOLLOW MAIN TRAVELED RD. LEADING TO YORK FOR 3.3
 RW0552'MI. TO POINT ABOUT 0.3 MI. FROM BRIDGE OVER MISSOURI RIVER, FROM THIS
 RW0552'POINT STATION IS VISIBLE ON HIGHEST POINT OF RIDGE TO LEFT OF RD.,
 RW0552'PACK UP RIDGE TO TOP AND STATION SITE.  TIME OF PACK 45-MINUTES.
 RW0552'
 RW0552'STATION MARK--STANDARD USGS TABLET STAMPED---BEND 1948 - VABM
 RW0552'4566---, CEMENTED IN DRILL HOLE IN BEDROCK.
 RW0552'
 RW0552'REFERENCE MARKS--STANDARD USGS REFERENCE TABLET STAMPED---BEND
 RW0552'1948--- AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, NO. 1
 RW0552'BEING 20.8 FT. FROM STATION, S 76 DEG 22 MIN E,
 RW0552'NO. 2 BEING 28.2 FT. FROM STATION, N 28 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0418 ***********************************************************************
 TJ0418  DESIGNATION -  BEND AZ MK 2
 TJ0418  PID         -  TJ0418
 TJ0418  STATE/COUNTY-  MT/PHILLIPS
 TJ0418  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0418
 TJ0418                         *CURRENT SURVEY CONTROL
 TJ0418  ___________________________________________________________________
 TJ0418* NAD 83(1986)-  48 38 52.     (N)    107 43 50.     (W)     SCALED    
 TJ0418* NAVD 88     -       822.284  (meters)    2697.78   (feet)  ADJUSTED  
 TJ0418  ___________________________________________________________________
 TJ0418  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0418  DYNAMIC HT  -         822.387 (meters)    2698.11  (feet)  COMP
 TJ0418  MODELED GRAV-     980,706.8   (mgal)                       NAVD 88
 TJ0418
 TJ0418  VERT ORDER  -  FIRST     CLASS II
 TJ0418
 TJ0418.The horizontal coordinates were scaled from a topographic map and have
 TJ0418.an estimated accuracy of +/- 6 seconds.
 TJ0418
 TJ0418.The orthometric height was determined by differential leveling
 TJ0418.and adjusted by the National Geodetic Survey in June 1991..
 TJ0418
 TJ0418.The geoid height was determined by GEOID03.
 TJ0418
 TJ0418.The dynamic height is computed by dividing the NAVD 88
 TJ0418.geopotential number by the normal gravity value computed on the
 TJ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0418.degrees latitude (g = 980.6199 gals.).
 TJ0418
 TJ0418.The modeled gravity was interpolated from observed gravity values.
 TJ0418
 TJ0418;                    North         East    Units  Estimated Accuracy
 TJ0418;SPC MT       -   490,180.      730,350.      MT  (+/- 180 meters Scaled)
 TJ0418
 TJ0418                          SUPERSEDED SURVEY CONTROL
 TJ0418
 TJ0418.No superseded survey control is available for this station.
 TJ0418
 TJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP988919(NAD 83)
 TJ0418_MARKER: DZ = AZIMUTH MARK DISK
 TJ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0418_SP_SET: CONCRETE POST
 TJ0418_STAMPING: BEND AZI 2 1969
 TJ0418_PROJECTION: PROJECTING 5 CENTIMETERS
 TJ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0418+STABILITY: SURFACE MOTION
 TJ0418
 TJ0418  HISTORY     - Date     Condition        Report By
 TJ0418  HISTORY     - 1969     MONUMENTED       CGS
 TJ0418  HISTORY     - 1979     GOOD             NGS
 TJ0418
 TJ0418                          STATION DESCRIPTION
 TJ0418
 TJ0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0418'22.5 MI NORTH FROM MALTA.
 TJ0418'22.5 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCION OF U.S.
 TJ0418'HIGHWAY 2 IN MALTA, AT AN OFFSET IN THE FENCE LINE, 90 FEET WEST OF
 TJ0418'THE CENTER OF THE HIGHWAY, 6 FEET SOUTH OF A GATE POST, AND 1 FOOT
 TJ0418'WEST OF A FENCE.
 TJ0418'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TJ0418'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0421 ***********************************************************************
 TJ0421  DESIGNATION -  BEND RM 1
 TJ0421  PID         -  TJ0421
 TJ0421  STATE/COUNTY-  MT/PHILLIPS
 TJ0421  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0421
 TJ0421                         *CURRENT SURVEY CONTROL
 TJ0421  ___________________________________________________________________
 TJ0421* NAD 83(1986)-  48 39 08.     (N)    107 44 03.     (W)     SCALED    
 TJ0421* NAVD 88     -       826.371  (meters)    2711.19   (feet)  ADJUSTED  
 TJ0421  ___________________________________________________________________
 TJ0421  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0421  DYNAMIC HT  -         826.474 (meters)    2711.52  (feet)  COMP
 TJ0421  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 TJ0421
 TJ0421  VERT ORDER  -  FIRST     CLASS II
 TJ0421
 TJ0421.The horizontal coordinates were scaled from a topographic map and have
 TJ0421.an estimated accuracy of +/- 6 seconds.
 TJ0421
 TJ0421.The orthometric height was determined by differential leveling
 TJ0421.and adjusted by the National Geodetic Survey in June 1991..
 TJ0421
 TJ0421.The geoid height was determined by GEOID03.
 TJ0421
 TJ0421.The dynamic height is computed by dividing the NAVD 88
 TJ0421.geopotential number by the normal gravity value computed on the
 TJ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0421.degrees latitude (g = 980.6199 gals.).
 TJ0421
 TJ0421.The modeled gravity was interpolated from observed gravity values.
 TJ0421
 TJ0421;                    North         East    Units  Estimated Accuracy
 TJ0421;SPC MT       -   490,660.      730,070.      MT  (+/- 180 meters Scaled)
 TJ0421
 TJ0421                          SUPERSEDED SURVEY CONTROL
 TJ0421
 TJ0421.No superseded survey control is available for this station.
 TJ0421
 TJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP986924(NAD 83)
 TJ0421_MARKER: DR = REFERENCE MARK DISK
 TJ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0421_SP_SET: CONCRETE POST
 TJ0421_STAMPING: BEND NO 1 1934
 TJ0421_PROJECTION: PROJECTING 10 CENTIMETERS
 TJ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0421+STABILITY: SURFACE MOTION
 TJ0421
 TJ0421  HISTORY     - Date     Condition        Report By
 TJ0421  HISTORY     - 1934     MONUMENTED       CGS
 TJ0421  HISTORY     - 1979     GOOD             NGS
 TJ0421
 TJ0421                          STATION DESCRIPTION
 TJ0421
 TJ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0421'23.0 MI NORTH FROM MALTA.
 TJ0421'23.0 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0421'HIGHWAY 2 IN MALTA, THENCE 0.3 MILE SOUTHWEST ACROSS COUNTRY, ON THE
 TJ0421'HIGHEST POINT OF A GENTLY SLOPING HILL, 24 FEET NORTHEAST OF THE
 TJ0421'STATION MARK.
 TJ0421'THE MARK IS 27 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0422 ***********************************************************************
 TJ0422  DESIGNATION -  BEND RM 2
 TJ0422  PID         -  TJ0422
 TJ0422  STATE/COUNTY-  MT/PHILLIPS
 TJ0422  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0422
 TJ0422                         *CURRENT SURVEY CONTROL
 TJ0422  ___________________________________________________________________
 TJ0422* NAD 83(1986)-  48 39 09.     (N)    107 44 02.     (W)     SCALED    
 TJ0422* NAVD 88     -       826.171  (meters)    2710.53   (feet)  ADJUSTED  
 TJ0422  ___________________________________________________________________
 TJ0422  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0422  DYNAMIC HT  -         826.274 (meters)    2710.87  (feet)  COMP
 TJ0422  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 TJ0422
 TJ0422  VERT ORDER  -  FIRST     CLASS II
 TJ0422
 TJ0422.The horizontal coordinates were scaled from a topographic map and have
 TJ0422.an estimated accuracy of +/- 6 seconds.
 TJ0422
 TJ0422.The orthometric height was determined by differential leveling
 TJ0422.and adjusted by the National Geodetic Survey in June 1991..
 TJ0422
 TJ0422.The geoid height was determined by GEOID03.
 TJ0422
 TJ0422.The dynamic height is computed by dividing the NAVD 88
 TJ0422.geopotential number by the normal gravity value computed on the
 TJ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0422.degrees latitude (g = 980.6199 gals.).
 TJ0422
 TJ0422.The modeled gravity was interpolated from observed gravity values.
 TJ0422
 TJ0422;                    North         East    Units  Estimated Accuracy
 TJ0422;SPC MT       -   490,690.      730,090.      MT  (+/- 180 meters Scaled)
 TJ0422
 TJ0422                          SUPERSEDED SURVEY CONTROL
 TJ0422
 TJ0422.No superseded survey control is available for this station.
 TJ0422
 TJ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP986924(NAD 83)
 TJ0422_MARKER: DR = REFERENCE MARK DISK
 TJ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0422_SP_SET: CONCRETE POST
 TJ0422_STAMPING: BEND NO 2 1934
 TJ0422_PROJECTION: PROJECTING 10 CENTIMETERS
 TJ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0422+STABILITY: SURFACE MOTION
 TJ0422
 TJ0422  HISTORY     - Date     Condition        Report By
 TJ0422  HISTORY     - 1934     MONUMENTED       CGS
 TJ0422  HISTORY     - 1979     GOOD             NGS
 TJ0422
 TJ0422                          STATION DESCRIPTION
 TJ0422
 TJ0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0422'23.0 MI NORTH FROM MALTA.
 TJ0422'23.0 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0422'HIGHWAY 2 IN MALTA, AND THENCE 0.3 MILE ACROSS COUNTY, ON THE HIGHEST
 TJ0422'POINT OF A GENTLY SLOPING HILL, 29 FEET SOUTHEAST OF THE STATION MARK.
 TJ0422'THE MARK IS 25 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0374 ***********************************************************************
 SP0374  DESIGNATION -  BENNING ET
 SP0374  PID         -  SP0374
 SP0374  STATE/COUNTY-  MT/DAWSON
 SP0374  USGS QUAD   -  CLUSTER BUTTES SW (1982)
 SP0374
 SP0374                         *CURRENT SURVEY CONTROL
 SP0374  ___________________________________________________________________
 SP0374* NAD 83(1996)-  47 07 09.94192(N)    104 28 35.47051(W)     ADJUSTED  
 SP0374* NAVD 88     -       843.0    (meters)    2766.     (feet)  VERTCON   
 SP0374  ___________________________________________________________________
 SP0374  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 SP0374  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 SP0374
 SP0374  HORZ ORDER  -  THIRD
 SP0374
 SP0374.The horizontal coordinates were established by classical geodetic methods
 SP0374.and adjusted by the National Geodetic Survey in January 1998..
 SP0374
 SP0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0374
 SP0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0374
 SP0374.The geoid height was determined by GEOID03.
 SP0374
 SP0374;                    North         East     Units Scale Factor Converg.
 SP0374;SPC MT       -   331,059.523   980,721.624   MT  0.99939437   +3 40 28.9
 SP0374;SPC MT       - 1,086,153.29  3,217,590.63   iFT  0.99939437   +3 40 28.9
 SP0374;UTM  13      - 5,218,568.811   539,709.092   MT  0.99961938   +0 23 01.0
 SP0374
 SP0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0374!SPC MT       -   0.99987042  x   0.99939437  =   0.99926487
 SP0374!UTM  13      -   0.99987042  x   0.99961938  =   0.99948985
 SP0374
 SP0374:                Primary Azimuth Mark                     Grid Az
 SP0374:SPC MT       -  BADLANDS ET                              236 53 47.9
 SP0374:UTM  13      -  BADLANDS ET                              240 11 15.8
 SP0374
 SP0374|---------------------------------------------------------------------|
 SP0374| PID    Reference Object                     Distance      Geod. Az  |
 SP0374|                                                           dddmmss.s |
 SP0374| SP0381 BADLANDS ET                         APPROX.17.3 KM 2403416.8 |
 SP0374|---------------------------------------------------------------------|
 SP0374
 SP0374                          SUPERSEDED SURVEY CONTROL
 SP0374
 SP0374  NAD 83(1992)-  47 07 09.94137(N)    104 28 35.46978(W) AD(       ) 3
 SP0374  NAD 83(1986)-  47 07 09.93518(N)    104 28 35.45936(W) AD(       ) 3
 SP0374  NAD 27      -  47 07 09.88859(N)    104 28 33.65037(W) AD(       ) 3
 SP0374  NGVD 29 (07/19/86)  842.4    (m)         2764.     (f) VERT ANG       
 SP0374
 SP0374.Superseded values are not recommended for survey control.
 SP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0374.See file dsdata.txt to determine how the superseded data were derived.
 SP0374
 SP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN3970918569(NAD 83)
 SP0374
 SP0374  HISTORY     - Date     Condition        Report By
 SP0374  HISTORY     - 1906     MONUMENTED       USGS
 SP0374  HISTORY     - 1975     GOOD             USGS
 SP0374
 SP0374                          STATION DESCRIPTION
 SP0374
 SP0374'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 SP0374'RECOVERED AND REDESCRIBED AS FOLLOWS
 SP0374'
 SP0374'TO REACH THE STATION FROM THE CITY CENTER EXIT IN THE NE. PART OF
 SP0374'GLENDIVE, MONTANA, GO E. ON U.S. HIGHWAY 10 FOR 10.1 MI.  TURN LEFT
 SP0374'OFF HIGHWAY AND FOLLOW GRADED RD. NE. FOR 3.4 MI. TO RD. FORK.  TAKE
 SP0374'LEFT FORK NW. FOR 1.2 MI. TO RD. FORK.  LEAVE RD. AND DRIVE NW. FOR
 SP0374'0.05 MI. TO TOP OF HILL AND STATION SITE.  THE STATION IS ON THE
 SP0374'HIGHEST HILL IN THE VICINITY AND IS BETWEEN TWO MICROWAVE TOWERS.
 SP0374'
 SP0374'STATION MARK--A USGS BRONZE TABLET, SET IN A ROCK FLUSH WITH THE
 SP0374'GROUND, AND STAMPED ---BENNING 1906 ET 1975---.  THE TABLET WAS
 SP0374'STAMPED BY THE USGS IN 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0831 ***********************************************************************
 TN0831  DESIGNATION -  BENSON
 TN0831  PID         -  TN0831
 TN0831  STATE/COUNTY-  MT/FLATHEAD
 TN0831  USGS QUAD   -  BEAVER LAKE (1994)
 TN0831
 TN0831                         *CURRENT SURVEY CONTROL
 TN0831  ___________________________________________________________________
 TN0831* NAD 83(1992)-  48 29 51.45885(N)    114 29 13.45931(W)     ADJUSTED  
 TN0831* NAVD 88     -      1001.4    (meters)    3285.     (feet)  VERTCON   
 TN0831  ___________________________________________________________________
 TN0831  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 TN0831  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 TN0831
 TN0831  HORZ ORDER  -  SECOND
 TN0831
 TN0831.The horizontal coordinates were established by classical geodetic methods
 TN0831.and adjusted by the National Geodetic Survey in July 1992..
 TN0831
 TN0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0831
 TN0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0831
 TN0831.The geoid height was determined by GEOID03.
 TN0831
 TN0831;                    North         East     Units Scale Factor Converg.
 TN0831;SPC MT       -   483,735.580   231,779.362   MT  0.99973055   -3 38 53.0
 TN0831;SPC MT       - 1,587,058.99    760,430.98   iFT  0.99973055   -3 38 53.0
 TN0831;UTM  11      - 5,374,661.586   685,636.112   MT  1.00002341   +1 52 57.1
 TN0831
 TN0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0831!SPC MT       -   0.99984556  x   0.99973055  =   0.99957615
 TN0831!UTM  11      -   0.99984556  x   1.00002341  =   0.99986896
 TN0831
 TN0831|---------------------------------------------------------------------|
 TN0831| PID    Reference Object                     Distance      Geod. Az  |
 TN0831|                                                           dddmmss.s |
 TN0831| CH6424 BENSON RM 2                           9.473 METERS 10809     |
 TN0831| CH6423 BENSON RM 1                           9.866 METERS 33444     |
 TN0831| CH6422 BENSON AZ MK                                       3365809.0 |
 TN0831|---------------------------------------------------------------------|
 TN0831
 TN0831                          SUPERSEDED SURVEY CONTROL
 TN0831
 TN0831  NAD 83(1986)-  48 29 51.46859(N)    114 29 13.45577(W) AD(       ) 2
 TN0831  NAD 27      -  48 29 51.59338(N)    114 29 09.95826(W) AD(       ) 2
 TN0831  NGVD 29 (07/19/86) 1000.2    (m)         3281.     (f) VERT ANG       
 TN0831
 TN0831.Superseded values are not recommended for survey control.
 TN0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0831.See file dsdata.txt to determine how the superseded data were derived.
 TN0831
 TN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP8563674662(NAD 83)
 TN0831_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0831_SETTING: 80 = SET IN A BOULDER
 TN0831_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TN0831
 TN0831  HISTORY     - Date     Condition        Report By
 TN0831  HISTORY     - 1959     MONUMENTED       CGS
 TN0831
 TN0831                          STATION DESCRIPTION
 TN0831
 TN0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0831'STATION IS ABOUT 7 MILES NORTH AND 7 MILES WEST OF WHITEFISH
 TN0831'AND 4 MILES EAST AND 2-1/2 MILES SOUTH OF THE STILLWATER RANGER
 TN0831'STATION.  ON PROPERTY OWNED BY MR. J.B. BENSON IN THE SOUTHWEST
 TN0831'1/4 OF SECTION 25, T 32 N, R 22 W.
 TN0831'
 TN0831'TO REACH FROM THE FIRST NATIONAL BANK IN WHITEFISH, GO WESTERLY
 TN0831'AND NORTH ON U.S. HIGHWAY 95 FOR 10.3 MILES TO A SIDE ROAD
 TN0831'RIGHT, CONTINUE NORTH ON HIGHWAY FOR 2.15 MILES TO A SIDE ROAD
 TN0831'RIGHT AND HOUSE ON THE LEFT, TURN RIGHT, EAST ON GRADED ROAD
 TN0831'FOR 0.15 MILE TO RAILROAD CROSSING, CONTINUE EASTERLY FOR 2.8
 TN0831'MILES TO THE STATION ON THE RIGHT AND LOADING PEN.  TO REACH
 TN0831'THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST AND NORTH FOR
 TN0831'0.1 MILE TO MR. BENSONS HOUSE PASS TO THE LEFT OF THE HOUSE
 TN0831'AND GO NORTHERLY ON FIELD ROAD FOR 0.25 MILE TO AN 8 INCH
 TN0831'PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND
 TN0831'AZIMUTH MARK IN THE NORTH EDGE OF FIELD.
 TN0831'
 TN0831'STATION MARK IS A STANDARD DISK, STAMPED BENSON 1959, CEMENTED
 TN0831'IN A DRILL HOLE IN A 3 X 1 FOOT BOULDER PROJECTING 4 INCHES.
 TN0831'IT IS 167 FEET SOUTH OF THE SOUTHEAST CORNER OF A LARGE GARAGE,
 TN0831'116 FEET SOUTH OF A TRANSFORMER POLE, 60 FEET EAST OF A LOADING
 TN0831'CHUTE, 39 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 14
 TN0831'FEET WEST OF A NORTHWEST-SOUTHEAST FENCE LINE.
 TN0831'
 TN0831'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENSON NO 1 1959,
 TN0831'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 TN0831'6 INCHES.  IT IS 57 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 TN0831'87 FEET EAST-SOUTHEAST OF THE TRANSFORMER POLE AND 47 FEET
 TN0831'NORTHEAST OF THE CHUTE AND SET IN THE NORTHWEST-SOUTHEAST
 TN0831'FENCE LINE.
 TN0831'
 TN0831'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENSON NO 2 1959,
 TN0831'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 TN0831'5 INCHES.  IT IS 145 SOUTHEAST OF THE TRANSFORMER POLE, 91
 TN0831'FEET EAST OF THE CHUTE, 42 FEET NORTHEAST OF THE CENTER OF
 TN0831'THE ROAD AND SET IN THE NORTHWEST-SOUTHEAST FENCE LINE.
 TN0831'
 TN0831'AZIMUTH MARK IS A STANDARD DISK, STAMPED BENSON 1959, SET IN
 TN0831'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 TN0831'IT IS 15 FEET SOUTH OF AN 8 INCH PINE TREE WITH A TRIANGLE
 TN0831'BLAZE ON THE SOUTH SIDE, 2 FEET EAST OF A FENCE POST AND SET
 TN0831'IN THE EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0415 ***********************************************************************
 QV0415  DESIGNATION -  BENTEEN
 QV0415  PID         -  QV0415
 QV0415  STATE/COUNTY-  MT/BIG HORN
 QV0415  USGS QUAD   -  LODGE GRASS NE (1967)
 QV0415
 QV0415                         *CURRENT SURVEY CONTROL
 QV0415  ___________________________________________________________________
 QV0415* NAD 83(1992)-  45 24 13.01400(N)    107 17 04.41819(W)     ADJUSTED  
 QV0415* NAVD 88     -      1252.4    (meters)    4109.     (feet)  VERTCON   
 QV0415  ___________________________________________________________________
 QV0415  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 QV0415  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 QV0415
 QV0415  HORZ ORDER  -  THIRD
 QV0415
 QV0415.The horizontal coordinates were established by classical geodetic methods
 QV0415.and adjusted by the National Geodetic Survey in July 1992..
 QV0415
 QV0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0415
 QV0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0415
 QV0415.The geoid height was determined by GEOID03.
 QV0415
 QV0415;                    North         East     Units Scale Factor Converg.
 QV0415;SPC MT       -   130,667.651   773,388.659   MT  0.99978171   +1 37 14.2
 QV0415;SPC MT       -   428,699.64  2,537,364.37   iFT  0.99978171   +1 37 14.2
 QV0415;UTM  13      - 5,030,327.304   321,210.912   MT  0.99999303   -1 37 37.9
 QV0415
 QV0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0415!SPC MT       -   0.99980595  x   0.99978171  =   0.99958770
 QV0415!UTM  13      -   0.99980595  x   0.99999303  =   0.99979898
 QV0415
 QV0415                          SUPERSEDED SURVEY CONTROL
 QV0415
 QV0415  NAD 83(1986)-  45 24 13.00594(N)    107 17 04.41108(W) AD(       ) 3
 QV0415  NGVD 29 (02/04/91) 1251.6    (m)         4106.     (f) VERT ANG       
 QV0415
 QV0415.Superseded values are not recommended for survey control.
 QV0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0415.See file dsdata.txt to determine how the superseded data were derived.
 QV0415
 QV0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL2121130327(NAD 83)
 QV0415_MARKER: DS = TRIANGULATION STATION DISK
 QV0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0415+STABILITY: SURFACE MOTION
 QV0415
 QV0415  HISTORY     - Date     Condition        Report By
 QV0415  HISTORY     - 1966     MONUMENTED       USGS
 QV0415
 QV0415                          STATION DESCRIPTION
 QV0415
 QV0415'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0415'STATION IS LOCATED ABOUT 4 MI. E. AND 6 MI. N. OF LODGE GRASS,
 QV0415'MONTANA, AND ABOUT 13 MI. SE. OF CUSTER BATTLEFIELD.
 QV0415'
 QV0415'STATION IS ON THE E. END OF A PROMINENT BARE TOP ABOUT .5 MI. N. OF
 QV0415'SHAVINGS CREEK.
 QV0415'
 QV0415'TO REACH FROM LODGE GRASS, MONTANA, PROCEED N. ON U.S. HIGHWAY 87 7.5
 QV0415'MI. TO DIRT RD. E.  PROCEED E. 0.6 MI. TO RD. FORK.  TAKE RIGHT FORK
 QV0415'AND PROCEED 1.2 MI. TO RD. FORK.  TAKE LEFT FORK AND PROCEED 0.9 MI.
 QV0415'TO RD. FORK.  TAKE LEFT FORK AND PROCEED 2.8 MI. TO A POINT JUST W.
 QV0415'OF A DRAIN.  LEAVE RD. AND PROCEED N. CROSS COUNTRY ABOUT 0.2 MI. TO
 QV0415'TOP OF RIDGE.  TURN E. AND PICK WAY CROSS COUNTRY ALONG THE RIDGE
 QV0415'1.6 MI. TO HIGH POINT AND STATION.  FOUR-WHEEL DRIVE VEHICLE REQUIRED
 QV0415'FOR THE LAST 1.6 MI.
 QV0415'
 QV0415'STATION MARK--STANDARD TABLET, STAMPED---BENTEEN ET 1966---, SET
 QV0415'IN CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1555 ***********************************************************************
 SS1555  DESIGNATION -  BENTON
 SS1555  PID         -  SS1555
 SS1555  STATE/COUNTY-  MT/CHOUTEAU
 SS1555  USGS QUAD   -  FORT BENTON (1954)
 SS1555
 SS1555                         *CURRENT SURVEY CONTROL
 SS1555  ___________________________________________________________________
 SS1555* NAD 83(1992)-  47 50 21.61143(N)    110 39 06.52018(W)     ADJUSTED  
 SS1555* NAVD 88     -       878.6    (meters)    2883.     (feet)  VERTCON   
 SS1555  ___________________________________________________________________
 SS1555  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 SS1555  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 SS1555
 SS1555  HORZ ORDER  -  SECOND
 SS1555
 SS1555.The horizontal coordinates were established by classical geodetic methods
 SS1555.and adjusted by the National Geodetic Survey in July 1992..
 SS1555
 SS1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1555
 SS1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1555
 SS1555.The geoid height was determined by GEOID03.
 SS1555
 SS1555;                    North         East     Units Scale Factor Converg.
 SS1555;SPC MT       -   399,474.159   513,825.630   MT  0.99949690   -0 50 33.2
 SS1555;SPC MT       - 1,310,610.76  1,685,779.63   iFT  0.99949690   -0 50 33.2
 SS1555;UTM  12      - 5,298,502.078   526,053.848   MT  0.99960834   +0 15 29.2
 SS1555
 SS1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1555!SPC MT       -   0.99986464  x   0.99949690  =   0.99936161
 SS1555!UTM  12      -   0.99986464  x   0.99960834  =   0.99947303
 SS1555
 SS1555|---------------------------------------------------------------------|
 SS1555| PID    Reference Object                     Distance      Geod. Az  |
 SS1555|                                                           dddmmss.s |
 SS1555| CQ5078 BENTON RM 2                          13.216 METERS 00659     |
 SS1555| CQ5076 BENTON AZ MK                                       0484057.2 |
 SS1555| CQ5077 BENTON RM 1                          14.084 METERS 27154     |
 SS1555|---------------------------------------------------------------------|
 SS1555
 SS1555                          SUPERSEDED SURVEY CONTROL
 SS1555
 SS1555  NAD 83(1986)-  47 50 21.60774(N)    110 39 06.49889(W) AD(       ) 2
 SS1555  NAD 27      -  47 50 21.71700(N)    110 39 03.72600(W) AD(       ) 2
 SS1555  NGVD 29 (07/19/86)  877.8    (m)         2880.     (f) VERT ANG       
 SS1555
 SS1555.Superseded values are not recommended for survey control.
 SS1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1555.See file dsdata.txt to determine how the superseded data were derived.
 SS1555
 SS1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2605498502(NAD 83)
 SS1555_MARKER: DS = TRIANGULATION STATION DISK
 SS1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1555
 SS1555  HISTORY     - Date     Condition        Report By
 SS1555  HISTORY     - 1949     MONUMENTED       CGS
 SS1555  HISTORY     - 1965     GOOD             CGS
 SS1555
 SS1555                          STATION DESCRIPTION
 SS1555
 SS1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1555'STATION IS ABOUT 2 MILES NORTHEAST OF FORT BENTON, ON THE FORT
 SS1555'BENTON AIRPORT, WHICH IS OWNED BY THE TOWN OF FORT BENTON
 SS1555'AND CHOUTEAU COUNTY AND LEASED BY H.O. HOLMAN.  IT IS ABOUT
 SS1555'200 FEET WEST OF THE HANGAR, 69 FEET SOUTHWEST OF THE DRIVEWAY,
 SS1555'AND 9 FEET SOUTHEAST OF A WITNESS POST.  TO REACH THE AZIMUTH
 SS1555'MARK GO NORTH 0.5 MILE.
 SS1555'
 SS1555'STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED BENTON
 SS1555'1949.
 SS1555'
 SS1555'REFERENCE MARK NO. 1 IS 112 FEET SOUTHEAST OF THE APPROXIMATE
 SS1555'CENTER OF A SURFACED ROAD, AND 95 FEET EAST OF A TELEPHONE
 SS1555'POLE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 SS1555'BENTON NO 1 1949.
 SS1555'
 SS1555'REFERENCE MARK NO. 2 IS 34 FEET SOUTHWEST OF THE DRIVEWAY,
 SS1555'AND 33 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 SS1555'5 INCHES AND THE DISK IS STAMPED BENTON NO 2 1949.
 SS1555'
 SS1555'THE AZIMUTH MARK IS NORTH OF THE STATION, AND 38 FEET SOUTH
 SS1555'OF THE APPROXIMATE CENTER OF A T-ROAD INTERSECTION, 3 FEET
 SS1555'SOUTHWEST OF A FENCE POST, AND 2 FEET SOUTH OF A WITNESS POST.
 SS1555'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BENTON 1949.
 SS1555'
 SS1555'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1555'CONCRETE POSTS.
 SS1555'
 SS1555'A 4 FOOT STAND AT BENTON WILL SEE 4 FOOT STANDS AT STATIONS
 SS1555'FORT BENTON, TETON (MO. RC), AND SKIT.
 SS1555
 SS1555                          STATION RECOVERY (1965)
 SS1555
 SS1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CA)
 SS1555'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 SS1555'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 SS1555'CONDITION.
 SS1555'
 SS1555'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1660 ***********************************************************************
 SS1660  DESIGNATION -  BENTON
 SS1660  PID         -  SS1660
 SS1660  STATE/COUNTY-  MT/CHOUTEAU
 SS1660  USGS QUAD   -  FORT BENTON (1954)
 SS1660
 SS1660                         *CURRENT SURVEY CONTROL
 SS1660  ___________________________________________________________________
 SS1660* NAD 83(1992)-  47 48 49.20167(N)    110 42 06.47935(W)     ADJUSTED  
 SS1660* NAVD 88     -       902.5    (meters)    2961.     (feet)  VERTCON   
 SS1660  ___________________________________________________________________
 SS1660  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 SS1660  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 SS1660
 SS1660  HORZ ORDER  -  THIRD
 SS1660
 SS1660.The horizontal coordinates were established by classical geodetic methods
 SS1660.and adjusted by the National Geodetic Survey in July 1992..
 SS1660
 SS1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1660
 SS1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1660
 SS1660.The geoid height was determined by GEOID03.
 SS1660
 SS1660;                    North         East     Units Scale Factor Converg.
 SS1660;SPC MT       -   396,678.031   510,042.177   MT  0.99949051   -0 52 44.8
 SS1660;SPC MT       - 1,301,437.11  1,673,366.72   iFT  0.99949051   -0 52 44.8
 SS1660;UTM  12      - 5,295,633.484   522,324.366   MT  0.99960612   +0 13 15.4
 SS1660
 SS1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1660!SPC MT       -   0.99986088  x   0.99949051  =   0.99935146
 SS1660!UTM  12      -   0.99986088  x   0.99960612  =   0.99946705
 SS1660
 SS1660                          SUPERSEDED SURVEY CONTROL
 SS1660
 SS1660  NAD 83(1986)-  47 48 49.19803(N)    110 42 06.45806(W) AD(       ) 3
 SS1660  NGVD 29 (05/18/92)  901.7    (m)         2958.     (f) VERT ANG       
 SS1660
 SS1660.Superseded values are not recommended for survey control.
 SS1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1660.See file dsdata.txt to determine how the superseded data were derived.
 SS1660
 SS1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2232495633(NAD 83)
 SS1660_MARKER: DS = TRIANGULATION STATION DISK
 SS1660_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1660_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1660
 SS1660  HISTORY     - Date     Condition        Report By
 SS1660  HISTORY     - 1889     MONUMENTED       MORC
 SS1660  HISTORY     - 1954     MARK NOT FOUND   USGS
 SS1660
 SS1660                          STATION DESCRIPTION
 SS1660
 SS1660'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 SS1660'FOLLOWING DESCRIPTION BY MORC
 SS1660'
 SS1660'BENTON IS ON THE LEFT BANK, ON THE HIGHEST PART OF BENTON HILL, 2 MI.
 SS1660'W. FROM FORT BENTON, AND NEAR THE HELENA ROAD.
 SS1660'
 SS1660'NOTE--REPORTED NOT FOUND BY USGS IN 1954.
 SS1660'
 SS1660'STATION MARK--STANDARD MONUMENT WITH AN IRON PIPE AND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0550 ***********************************************************************
 SQ0550  DESIGNATION -  BENZIEN
 SQ0550  PID         -  SQ0550
 SQ0550  STATE/COUNTY-  MT/GARFIELD
 SQ0550  USGS QUAD   -  SEARL COULEE (1967)
 SQ0550
 SQ0550                         *CURRENT SURVEY CONTROL
 SQ0550  ___________________________________________________________________
 SQ0550* NAD 83(1992)-  47 11 31.03350(N)    107 39 42.47050(W)     ADJUSTED  
 SQ0550* NAVD 88     -      1021.0    (meters)    3350.     (feet)  VERTCON   
 SQ0550  ___________________________________________________________________
 SQ0550  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 SQ0550  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 SQ0550
 SQ0550  HORZ ORDER  -  SECOND
 SQ0550
 SQ0550.The horizontal coordinates were established by classical geodetic methods
 SQ0550.and adjusted by the National Geodetic Survey in July 1992..
 SQ0550
 SQ0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0550
 SQ0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0550
 SQ0550.The geoid height was determined by GEOID03.
 SQ0550
 SQ0550;                    North         East     Units Scale Factor Converg.
 SQ0550;SPC MT       -   328,538.088   739,208.130   MT  0.99939752   +1 20 40.8
 SQ0550;SPC MT       - 1,077,880.87  2,425,223.52   iFT  0.99939752   +1 20 40.8
 SQ0550;UTM  13      - 5,229,932.877   298,366.689   MT  1.00009968   -1 57 12.4
 SQ0550
 SQ0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0550!SPC MT       -   0.99984228  x   0.99939752  =   0.99923990
 SQ0550!UTM  13      -   0.99984228  x   1.00009968  =   0.99994195
 SQ0550
 SQ0550|---------------------------------------------------------------------|
 SQ0550| PID    Reference Object                     Distance      Geod. Az  |
 SQ0550|                                                           dddmmss.s |
 SQ0550| CQ5079 BENZIEN RM 1                         14.493 METERS 16108     |
 SQ0550| SQ0551 CALF                                APPROX.10.0 KM 2244133.7 |
 SQ0550| CQ5080 BENZIEN RM 2                          8.873 METERS 25615     |
 SQ0550|---------------------------------------------------------------------|
 SQ0550
 SQ0550                          SUPERSEDED SURVEY CONTROL
 SQ0550
 SQ0550  NAD 83(1986)-  47 11 31.03019(N)    107 39 42.45144(W) AD(       ) 2
 SQ0550  NAD 27      -  47 11 31.03820(N)    107 39 40.07690(W) AD(       ) 2
 SQ0550  NGVD 29 (07/19/86) 1020.3    (m)         3347.     (f) VERT ANG       
 SQ0550
 SQ0550.Superseded values are not recommended for survey control.
 SQ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0550.See file dsdata.txt to determine how the superseded data were derived.
 SQ0550
 SQ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9836729933(NAD 83)
 SQ0550_MARKER: DD = SURVEY DISK
 SQ0550_SETTING: 66 = SET IN ROCK OUTCROP
 SQ0550
 SQ0550  HISTORY     - Date     Condition        Report By
 SQ0550  HISTORY     - 1967     MONUMENTED       USGS
 SQ0550
 SQ0550                          STATION DESCRIPTION
 SQ0550
 SQ0550'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LJM)
 SQ0550'THE STATION IS LOCATED N. 37 DEG E., ABOUT 17 MI. (AIRLINE) FROM
 SQ0550'MOSBY, MONTANA N. 52 DEG W., ABOUT 10 MI. (AIRLINE) FROM SAND
 SQ0550'SPRINGS, MONTANA.  THE STATION IS LOCATED ON A PROMINENT TOP OF A
 SQ0550'LONG RIDGE.  ABOUT 1/4 MI. FROM A CONE SHAPED HILL.
 SQ0550'
 SQ0550'STATION MARK--A USGS STANDARD BRONZE TABLET CRIMPED TO A
 SQ0550'COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.), CENTERED IN A 6 IN. TILE
 SQ0550'12 IN LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 SQ0550'GROUND AND STAMPED BENZIEN E.T. 1967.
 SQ0550'
 SQ0550'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 SQ0550'TABLET CEMENTED IN A DRILL HOLE ON A ROCK LEDGE AND STAMPED
 SQ0550'BENZIEN E.T. NO. 1, 1967.
 SQ0550'
 SQ0550'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE TABLET REFERENCE
 SQ0550'MARK TABLET CEMENTED IN A DRILL HOLE ON A ROCK LEDGE AND STAMPED
 SQ0550'BENZIEN E.T. NO. 2 1967.
 SQ0550'
 SQ0550'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 57.96
 SQ0550'FT. (17,665 METERS).
 SQ0550'
 SQ0550'POLE E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 SQ0550'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1480 ***********************************************************************
 SS1480  DESIGNATION -  BERINGER
 SS1480  PID         -  SS1480
 SS1480  STATE/COUNTY-  MT/TETON
 SS1480  USGS QUAD   -  COLLINS NW (1987)
 SS1480
 SS1480                         *CURRENT SURVEY CONTROL
 SS1480  ___________________________________________________________________
 SS1480* NAD 83(1992)-  47 57 20.20779(N)    111 57 32.20062(W)     ADJUSTED  
 SS1480* NAVD 88     -      1134.     (meters)    3720.     (feet)  SCALED    
 SS1480  ___________________________________________________________________
 SS1480  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 SS1480  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SS1480
 SS1480  HORZ ORDER  -  THIRD
 SS1480
 SS1480.The horizontal coordinates were established by classical geodetic methods
 SS1480.and adjusted by the National Geodetic Survey in July 1992..
 SS1480
 SS1480.The orthometric height was scaled from a topographic map.
 SS1480
 SS1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1480
 SS1480.The geoid height was determined by GEOID03.
 SS1480
 SS1480;                    North         East     Units Scale Factor Converg.
 SS1480;SPC MT       -   414,644.092   416,459.805   MT  0.99952839   -1 47 55.4
 SS1480;SPC MT       - 1,360,380.88  1,366,337.94   iFT  0.99952839   -1 47 55.4
 SS1480;UTM  12      - 5,311,811.789   428,406.044   MT  0.99966298   -0 42 43.8
 SS1480
 SS1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1480!SPC MT       -   0.99982456  x   0.99952839  =   0.99935303
 SS1480!UTM  12      -   0.99982456  x   0.99966298  =   0.99948760
 SS1480
 SS1480:                Primary Azimuth Mark                     Grid Az
 SS1480:SPC MT       -  SOUTH BRADY                              064 18 58.8
 SS1480:UTM  12      -  SOUTH BRADY                              063 13 47.2
 SS1480
 SS1480|---------------------------------------------------------------------|
 SS1480| PID    Reference Object                     Distance      Geod. Az  |
 SS1480|                                                           dddmmss.s |
 SS1480| SS1478 SOUTH BRADY                         APPROX.10.5 KM 0623103.4 |
 SS1480|---------------------------------------------------------------------|
 SS1480
 SS1480                          SUPERSEDED SURVEY CONTROL
 SS1480
 SS1480  NAD 83(1986)-  47 57 20.21255(N)    111 57 32.18783(W) AD(       ) 3
 SS1480  NAD 27      -  47 57 20.35116(N)    111 57 29.13081(W) AD(       ) 3
 SS1480
 SS1480.Superseded values are not recommended for survey control.
 SS1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1480.See file dsdata.txt to determine how the superseded data were derived.
 SS1480
 SS1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU2840611812(NAD 83)
 SS1480_MARKER: DS = TRIANGULATION STATION DISK
 SS1480_SETTING: 66 = SET IN ROCK OUTCROP
 SS1480_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 SS1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1480+STABILITY: POSITION/ELEVATION WELL
 SS1480
 SS1480  HISTORY     - Date     Condition        Report By
 SS1480  HISTORY     - 1937     MONUMENTED       USGS
 SS1480  HISTORY     - 1947     GOOD             USGS
 SS1480
 SS1480                          STATION DESCRIPTION
 SS1480
 SS1480'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 SS1480'STATION IS LOCATED 5.5 MI. S. BY 6.0 MI. W. OF BRADY.  STATION IS ON
 SS1480'S. EDGE OF AN E-W. SECTION LINE RD.  ABOUT 0.35 MI. W. OF 1/4 COR.
 SS1480'ON N. SIDE OF SEC. 2, T 25 N, R 3 W.
 SS1480'
 SS1480'TO REACH STATION FROM BRADY, DRIVE S. ON HALF SECTION LINE RD. 4.5
 SS1480'MI., THENCE W. (RIGHT) 1.5 MI., THENCE S. 1.1 MI., THENCE W. 4.4 MI.
 SS1480'TO STATION.
 SS1480'
 SS1480'RECOVERED BY USGS IN 1947.
 SS1480'
 SS1480'THE LOCATION IS OK WITH THE EXCEPTION OF THE DISTANCE W.
 SS1480'OF BRADY, WHICH SHOULD BE 5.2 MI. INSTEAD OF 6.0 MI.  THE FOLLOWING
 SS1480'NEW MEASUREMENTS WERE MADE - LOCATED 1.7 FT. SE. OF A NGS WITNESS
 SS1480'SIGN MOUNTED ON A METAL POST 44.7 FT. S. OF FENCE LINE, 24.0 FT. S.
 SS1480'OF THE CENTER OF TRACK RD. AND 0.5 FT. BELOW THE SURFACE OF THE
 SS1480'GROUND.  STATION MARK--A USGS BRONZE TABLET STAMPED---BERINGER 1937
 SS1480'VABM 3718---, SET IN A FLAT ROCK 0.5 FT. BELOW THE SURFACE OF THE
 SS1480'GROUND.  REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  THE OLD TO
 SS1480'REACH DESCRIPTION IS OK WITH THE EXCEPTION OF THE LAST DISTANCE, WHICH
 SS1480'SHOULD BE 3.7 MI. INSTEAD OF 4.4 MI.
 SS1480'
 SS1480'STATION MARK--STANDARD TABLET STAMPED---BERINGER 1937 VABM 3718---,
 SS1480'CEMENTED IN LARGE FLAT TOPPED ROCK IN PLACE.
 SS1480'
 SS1480'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO. 1---,
 SS1480'IN TOP OF CONCRETE MONUMENT SET IN GROUND, 56.69 FT. DISTANCE FROM
 SS1480'STATION MARK N 38 DEGREES 07 MINUTES W.
 SS1480'
 SS1480'REFERENCE MARK NO. 2--A 40-PENNY WIRE NAIL EMBEDDED IN CEMENT FILLED
 SS1480'2-1/2 IN. IRON PIPE SET IN GROUND, 79.15 FT. DISTANT FROM STATION
 SS1480'MARK N 56 DEGREES 27 MINUTES E.
 SS1480
 SS1480                          STATION RECOVERY (1947)
 SS1480
 SS1480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 SS1480'STATION IS LOCATED 5.5 MI. S. BY 6.0 MI. W. OF BRADY.  STATION IS ON
 SS1480'S. EDGE OF AN E-W. SECTION LINE RD., ABOUT 0.35 MI. W. OF 1/4 CORNER
 SS1480'ON N. SIDE OF SECTION 2, T 25 N, R 3 W.
 SS1480'
 SS1480'TO REACH STATION FROM BRADY, DRIVE S. ON HALF SECTION LINE RD. 4.5
 SS1480'MI., THENCE W. (RIGHT) 1.5 MI., THENCE S. 1.1 MI., THENCE W. 4.4 MI.
 SS1480'TO STATION.
 SS1480'
 SS1480'RECOVERED AS FOLLOWS
 SS1480'
 SS1480'THE LOCATION NOTES ARE OK WITH THE EXCEPTION OF THE DISTANCE W. OF
 SS1480'BRADY, WHICH SHOULD BE 5.2 MI. INSTEAD OF 6.0 MI.  THE FOLLOWING
 SS1480'NEW MEASUREMENTS WERE MADE, LOCATED 1.7 FT. SE. OF A NGS WITNESS
 SS1480'SIGN MOUNTED ON A METAL POST, 44.7 FT. S. OF FENCE LINE, 24.0 FT.
 SS1480'S. OF THE CENTER OF TRACK RD., AND 0.5 FT. BELOW THE SURFACE OF THE
 SS1480'GROUND.
 SS1480'
 SS1480'STATION MARK--STANDARD TABLET, STAMPED ---BERINGER 1937 VABM 3718---,
 SS1480'SET IN A FLAT ROCK 0.5 FT. BELOW THE SURFACE OF THE GROUND.
 SS1480'
 SS1480'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---NO. 1---,
 SS1480'IN TOP OF CONCRETE MONUMENT SET IN GROUND, 56.69 FT. DISTANCE FROM
 SS1480'STATION MARK, S 38 DEG 07 MIN E.
 SS1480'
 SS1480'REFERENCE MARK NO. 2--A 40-PENNY WIRE NAIL, EMBEDDED IN CEMENT FILLED
 SS1480'2-1/2 IN. IRON PIPE SET IN GROUND, 79.15 FT. DISTANCE FROM STATION
 SS1480'MARK, S 56 DEG 27 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1126 ***********************************************************************
 TN1126  DESIGNATION -  BERRAY ET
 TN1126  PID         -  TN1126
 TN1126  STATE/COUNTY-  MT/SANDERS
 TN1126  USGS QUAD   -  IBEX PEAK (1983)
 TN1126
 TN1126                         *CURRENT SURVEY CONTROL
 TN1126  ___________________________________________________________________
 TN1126* NAD 83(1992)-  48 08 21.33066(N)    115 49 43.88141(W)     ADJUSTED  
 TN1126* NAVD 88     -      1884.0    (meters)    6181.     (feet)  VERTCON   
 TN1126  ___________________________________________________________________
 TN1126  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 TN1126  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TN1126
 TN1126  HORZ ORDER  -  THIRD
 TN1126
 TN1126.The horizontal coordinates were established by classical geodetic methods
 TN1126.and adjusted by the National Geodetic Survey in July 1992..
 TN1126
 TN1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN1126
 TN1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1126
 TN1126.The geoid height was determined by GEOID03.
 TN1126
 TN1126;                    North         East     Units Scale Factor Converg.
 TN1126;SPC MT       -   451,184.914   129,686.201   MT  0.99958666   -4 37 46.5
 TN1126;SPC MT       - 1,480,265.47    425,479.66   iFT  0.99958666   -4 37 46.5
 TN1126;UTM  11      - 5,332,441.636   587,126.052   MT  0.99969327   +0 52 20.2
 TN1126
 TN1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1126!SPC MT       -   0.99970735  x   0.99958666  =   0.99929414
 TN1126!UTM  11      -   0.99970735  x   0.99969327  =   0.99940071
 TN1126
 TN1126                          SUPERSEDED SURVEY CONTROL
 TN1126
 TN1126  NAD 83(1986)-  48 08 21.33937(N)    115 49 43.88400(W) AD(       ) 3
 TN1126  NGVD 29 (05/18/92) 1882.8    (m)         6177.     (f) VERT ANG       
 TN1126
 TN1126.Superseded values are not recommended for survey control.
 TN1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1126.See file dsdata.txt to determine how the superseded data were derived.
 TN1126
 TN1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8712632442(NAD 83)
 TN1126_MARKER: DS = TRIANGULATION STATION DISK
 TN1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1126+STABILITY: SURFACE MOTION
 TN1126
 TN1126  HISTORY     - Date     Condition        Report By
 TN1126  HISTORY     - 1966     MONUMENTED       USGS
 TN1126
 TN1126                          STATION DESCRIPTION
 TN1126
 TN1126'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TN1126'STATION IS LOCATED ABOUT 8.5 MI. NE. OF HERON, SANDERS COUNTY,
 TN1126'MONTANA, AND ABOUT 10.5 MI. NNW. OF NOXON, SANDERS COUNTY, MONTANA,
 TN1126'ON THE HIGHEST PART OF BERRAY MOUNTAIN IN THE NE. CORNER OF THE NW.
 TN1126'ONE OF FOUR CONCRETE BASES FOR OLD LOOKOUT TOWER LEGS, 33 FT. N. AND
 TN1126'14.8 FT. W. OF THE CENTER OF A NEW LOOKOUT TOWER.
 TN1126'
 TN1126'THE STATION WAS REACHED BY HELICOPTER, BUT CAN BE REACHED BY PACKING
 TN1126'FROM THE BULL RIVER HIGHWAY.
 TN1126'
 TN1126'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED---BERRAY ET
 TN1126'1966--- AND CEMENTED IN THE TOP OF A 2 FT. SQUARE CONCRETE TOWER BASE
 TN1126'PROJECTING 1.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0509 ***********************************************************************
 SQ0509  DESIGNATION -  BERRY
 SQ0509  PID         -  SQ0509
 SQ0509  STATE/COUNTY-  MT/GARFIELD
 SQ0509  USGS QUAD   -  GILBERT CREEK (1972)
 SQ0509
 SQ0509                         *CURRENT SURVEY CONTROL
 SQ0509  ___________________________________________________________________
 SQ0509* NAD 83(1992)-  47 38 16.96251(N)    106 32 22.49073(W)     ADJUSTED  
 SQ0509* NAVD 88     -       864.5    (meters)    2836.     (feet)  VERTCON   
 SQ0509  ___________________________________________________________________
 SQ0509  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 SQ0509  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 SQ0509
 SQ0509  HORZ ORDER  -  FIRST
 SQ0509
 SQ0509.The horizontal coordinates were established by classical geodetic methods
 SQ0509.and adjusted by the National Geodetic Survey in July 1992..
 SQ0509
 SQ0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0509
 SQ0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0509
 SQ0509.The geoid height was determined by GEOID03.
 SQ0509
 SQ0509;                    North         East     Units Scale Factor Converg.
 SQ0509;SPC MT       -   380,673.012   822,288.430   MT  0.99945223   +2 09 56.0
 SQ0509;SPC MT       - 1,248,927.20  2,697,796.69   iFT  0.99945223   +2 09 56.0
 SQ0509;UTM  13      - 5,277,219.916   384,354.433   MT  0.99976435   -1 08 15.8
 SQ0509
 SQ0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0509!SPC MT       -   0.99986705  x   0.99945223  =   0.99931935
 SQ0509!UTM  13      -   0.99986705  x   0.99976435  =   0.99963143
 SQ0509
 SQ0509|---------------------------------------------------------------------|
 SQ0509| PID    Reference Object                     Distance      Geod. Az  |
 SQ0509|                                                           dddmmss.s |
 SQ0509| CQ5082 BERRY RM 1                           28.610 METERS 15241     |
 SQ0509| CQ5081 BERRY AZ MK                                        2881700.1 |
 SQ0509| CQ5083 BERRY RM 2                           19.788 METERS 30137     |
 SQ0509|---------------------------------------------------------------------|
 SQ0509
 SQ0509                          SUPERSEDED SURVEY CONTROL
 SQ0509
 SQ0509  NAD 83(1986)-  47 38 16.95630(N)    106 32 22.47639(W) AD(       ) 1
 SQ0509  NAD 27      -  47 38 16.93500(N)    106 32 20.31200(W) AD(       ) 1
 SQ0509  NGVD 29 (07/19/86)  863.8    (m)         2834.     (f) VERT ANG       
 SQ0509
 SQ0509.Superseded values are not recommended for survey control.
 SQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0509.See file dsdata.txt to determine how the superseded data were derived.
 SQ0509
 SQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN8435477220(NAD 83)
 SQ0509_MARKER: DS = TRIANGULATION STATION DISK
 SQ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0509
 SQ0509  HISTORY     - Date     Condition        Report By
 SQ0509  HISTORY     - 1934     MONUMENTED       CGS
 SQ0509
 SQ0509                          STATION DESCRIPTION
 SQ0509
 SQ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0509'ABOUT 11 MILES SOUTH-SOUTHWEST OF HAXBY POST OFFICE, (APPROXIMATELY
 SQ0509'SEC. 1, T. 21 N., R. 40 E.), 73.0 FEET NORTHEAST OF THE ROAD
 SQ0509'TO VIALLS RANCH, ON A LOW HILL.  HIGHEST IN IMMEDIATE VICINITY,
 SQ0509'WITH HIGHER GROUND TO WEST AND NORTHWEST.  STATION MARK SET
 SQ0509'IN CONCRETE  AND PROJECTS 6 INCHES.  UNDERGROUND
 SQ0509'MARK, IN CONCRETE.
 SQ0509'
 SQ0509'TO REACH, GO SOUTH FROM THE HAXBY POST OFFICE AND STORE 12.1
 SQ0509'MILES ON THE JORDAN ROAD, TO CROSSROADS AND L.A. BERRY MAIL
 SQ0509'BOX.  TURN EAST ON GRADED ROAD THAT FOLLOWS THE RIDGE EAST
 SQ0509'AND SOUTH, 0.3 MILE TO WEST BASE OF SMALL HILL.  LEAVE ROAD
 SQ0509'AND GO EAST TO TOP OF HILL 73.0 FEET AND STATION.
 SQ0509'
 SQ0509'REFERENCE MARK NO. 1, IS SOUTH-SOUTHEAST OF STATION,
 SQ0509'ON SAME HILL AND 35.0 FEET NORTHEAST OF CENTER LINE OF ROAD.
 SQ0509'
 SQ0509'REFERENCE MARK NO. 2, IS WEST-NORTHWEST OF STATION,
 SQ0509'ON SAME HILL, 56.0 FEET NORTHEAST OF CENTER LINE OF ROAD
 SQ0509'AND PROJECTS 8 INCHES.
 SQ0509'
 SQ0509'AZIMUTH MARK, IS WEST OF STATION AND 25.0 FEET
 SQ0509'EAST OF CENTER LINE OF ROAD LEADING FROM JORDAN TO GLASGOW.
 SQ0509'
 SQ0509'BENCH MARK Z-87 IS A STANDARD DISK SET IN A CONCRETE POST
 SQ0509'6 INCHES SQUARE AND PROJECTS 12 INCHES.  IT IS 33.0 FEET
 SQ0509'SOUTHEAST OF CENTER LINE OF ROAD.
 SQ0509'
 SQ0509'BENCH MARK Y-87 IS SET THE SAME AS BENCH MARK Z-87 AND 41.0
 SQ0509'FEET SOUTHWEST OF CENTER LINE OF ROAD.
 SQ0509'
 SQ0509'HEIGHT OF LIGHT ABOVE STATION MARK - 1.19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0753 ***********************************************************************
 TH0753  DESIGNATION -  BERRY
 TH0753  PID         -  TH0753
 TH0753  STATE/COUNTY-  MT/SHERIDAN
 TH0753  USGS QUAD   -  RAYMOND (1983)
 TH0753
 TH0753                         *CURRENT SURVEY CONTROL
 TH0753  ___________________________________________________________________
 TH0753* NAD 83(1992)-  48 59 32.04080(N)    104 34 17.94526(W)     ADJUSTED  
 TH0753* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 TH0753  ___________________________________________________________________
 TH0753  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 TH0753  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TH0753
 TH0753  HORZ ORDER  -  THIRD
 TH0753
 TH0753.The horizontal coordinates were established by classical geodetic methods
 TH0753.and adjusted by the National Geodetic Survey in July 1992..
 TH0753
 TH0753.The orthometric height was scaled from a topographic map.
 TH0753
 TH0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0753
 TH0753.The geoid height was determined by GEOID03.
 TH0753
 TH0753;                    North         East     Units Scale Factor Converg.
 TH0753;SPC MT       -   538,346.983   960,432.507   MT  0.99999523   +3 36 18.4
 TH0753;SPC MT       - 1,766,230.26  3,151,025.29   iFT  0.99999523   +3 36 18.4
 TH0753;UTM  13      - 5,426,680.815   531,335.324   MT  0.99961206   +0 19 23.7
 TH0753
 TH0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0753!SPC MT       -   0.99988584  x   0.99999523  =   0.99988107
 TH0753!UTM  13      -   0.99988584  x   0.99961206  =   0.99949794
 TH0753
 TH0753:                Primary Azimuth Mark                     Grid Az
 TH0753:SPC MT       -  BOUNDARY MON 565 CD US                   020 35 34.8
 TH0753:UTM  13      -  BOUNDARY MON 565 CD US                   023 52 29.5
 TH0753
 TH0753|---------------------------------------------------------------------|
 TH0753| PID    Reference Object                     Distance      Geod. Az  |
 TH0753|                                                           dddmmss.s |
 TH0753| TH0748 BOUNDARY MON 565 CD US              APPROX. 0.9 KM 0241153.2 |
 TH0753|---------------------------------------------------------------------|
 TH0753
 TH0753                          SUPERSEDED SURVEY CONTROL
 TH0753
 TH0753  NAD 83(1986)-  48 59 32.04090(N)    104 34 17.94690(W) AD(       ) 3
 TH0753
 TH0753.Superseded values are not recommended for survey control.
 TH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0753.See file dsdata.txt to determine how the superseded data were derived.
 TH0753
 TH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ3133526681(NAD 83)
 TH0753_MARKER: DD = SURVEY DISK
 TH0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0753+STABILITY: SURFACE MOTION
 TH0753
 TH0753  HISTORY     - Date     Condition        Report By
 TH0753  HISTORY     - 1911     MONUMENTED       IBC
 TH0753
 TH0753                          STATION DESCRIPTION
 TH0753
 TH0753'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0753'ABOUT ONE - HALF MILE SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT
 TH0753'565, IN NW 1/4 SECTION 2, TOWNSHIP 37 N, RANGE 54 E, PRINCIPAL
 TH0753'MERIDIAN.  THE STATION IS ON A LOW BENCH JUST ABOVE A MEADOW.
 TH0753'
 TH0753'STATION MARK--A SMALL CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0753'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0595 ***********************************************************************
 TK0595  DESIGNATION -  BETTS
 TK0595  PID         -  TK0595
 TK0595  STATE/COUNTY-  MT/BLAINE
 TK0595  USGS QUAD   -  TURNER NE (1984)
 TK0595
 TK0595                         *CURRENT SURVEY CONTROL
 TK0595  ___________________________________________________________________
 TK0595* NAD 83(1992)-  48 58 10.43553(N)    108 18 23.09912(W)     ADJUSTED  
 TK0595* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 TK0595  ___________________________________________________________________
 TK0595  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 TK0595  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TK0595
 TK0595  HORZ ORDER  -  THIRD
 TK0595
 TK0595.The horizontal coordinates were established by classical geodetic methods
 TK0595.and adjusted by the National Geodetic Survey in July 1992..
 TK0595
 TK0595.The orthometric height was scaled from a topographic map.
 TK0595
 TK0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0595
 TK0595.The geoid height was determined by GEOID03.
 TK0595
 TK0595;                    North         East     Units Scale Factor Converg.
 TK0595;SPC MT       -   525,148.802   687,384.845   MT  0.99998141   +0 52 23.2
 TK0595;SPC MT       - 1,722,929.14  2,255,199.62   iFT  0.99998141   +0 52 23.2
 TK0595;UTM  12      - 5,427,569.152   697,125.550   MT  1.00007739   +2 01 57.3
 TK0595
 TK0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0595!SPC MT       -   0.99986023  x   0.99998141  =   0.99984165
 TK0595!UTM  12      -   0.99986023  x   1.00007739  =   0.99993761
 TK0595
 TK0595:                Primary Azimuth Mark                     Grid Az
 TK0595:SPC MT       -  BOUNDARY MON 449 CD US                   348 28 27.8
 TK0595:UTM  12      -  BOUNDARY MON 449 CD US                   347 18 53.7
 TK0595
 TK0595|---------------------------------------------------------------------|
 TK0595| PID    Reference Object                     Distance      Geod. Az  |
 TK0595|                                                           dddmmss.s |
 TK0595| TK0661 BOUNDARY MON 449 CD US              APPROX. 3.4 KM 3492051.0 |
 TK0595|---------------------------------------------------------------------|
 TK0595
 TK0595                          SUPERSEDED SURVEY CONTROL
 TK0595
 TK0595  NAD 83(1986)-  48 58 10.43329(N)    108 18 23.10067(W) AD(       ) 3
 TK0595
 TK0595.Superseded values are not recommended for survey control.
 TK0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0595.See file dsdata.txt to determine how the superseded data were derived.
 TK0595
 TK0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV9712627569(NAD 83)
 TK0595_MARKER: DD = SURVEY DISK
 TK0595_SETTING: 80 = SET IN A BOULDER
 TK0595_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TK0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0595+STABILITY: SURFACE MOTION
 TK0595
 TK0595  HISTORY     - Date     Condition        Report By
 TK0595  HISTORY     - 1909     MONUMENTED       IBC
 TK0595
 TK0595                          STATION DESCRIPTION
 TK0595
 TK0595'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0595'ABOUT 2 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 449, IN NE 1/4
 TK0595'SECTION 16, TOWNSHIP 37 N, RANGE 26 E, PRINCIPAL MERIDIAN.  THE
 TK0595'STATION IS ON THE HIGHEST POINT IN THE VICINITY.
 TK0595'
 TK0595'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0822 ***********************************************************************
 TN0822  DESIGNATION -  BIBBER
 TN0822  PID         -  TN0822
 TN0822  STATE/COUNTY-  MT/FLATHEAD
 TN0822  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0822
 TN0822                         *CURRENT SURVEY CONTROL
 TN0822  ___________________________________________________________________
 TN0822* NAD 83(1992)-  48 10 52.18851(N)    114 23 02.37534(W)     ADJUSTED  
 TN0822* NAVD 88     -      1184.     (meters)    3885.     (feet)  SCALED    
 TN0822  ___________________________________________________________________
 TN0822  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 TN0822  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 TN0822
 TN0822  HORZ ORDER  -  THIRD
 TN0822
 TN0822.The horizontal coordinates were established by classical geodetic methods
 TN0822.and adjusted by the National Geodetic Survey in July 1992..
 TN0822
 TN0822.The orthometric height was scaled from a topographic map.
 TN0822
 TN0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0822
 TN0822.The geoid height was determined by GEOID03.
 TN0822
 TN0822;                    North         East     Units Scale Factor Converg.
 TN0822;SPC MT       -   448,146.384   237,188.133   MT  0.99960142   -3 34 21.6
 TN0822;SPC MT       - 1,470,296.54    778,176.29   iFT  0.99960142   -3 34 21.6
 TN0822;UTM  11      - 5,339,745.479   694,450.737   MT  1.00006461   +1 57 00.7
 TN0822
 TN0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0822!SPC MT       -   0.99981694  x   0.99960142  =   0.99941844
 TN0822!UTM  11      -   0.99981694  x   1.00006461  =   0.99988154
 TN0822
 TN0822:                Primary Azimuth Mark                     Grid Az
 TN0822:SPC MT       -  KALISPELL S BASE                         052 28 52.2
 TN0822:UTM  11      -  KALISPELL S BASE                         046 57 29.9
 TN0822
 TN0822|---------------------------------------------------------------------|
 TN0822| PID    Reference Object                     Distance      Geod. Az  |
 TN0822|                                                           dddmmss.s |
 TN0822| TN0078 KALISPELL S BASE                    APPROX.10.3 KM 0485430.6 |
 TN0822|---------------------------------------------------------------------|
 TN0822
 TN0822                          SUPERSEDED SURVEY CONTROL
 TN0822
 TN0822  NAD 83(1986)-  48 10 52.19523(N)    114 23 02.36512(W) AD(       ) 3
 TN0822  NAD 27      -  48 10 52.33513(N)    114 22 58.87615(W) AD(       ) 3
 TN0822
 TN0822.Superseded values are not recommended for survey control.
 TN0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0822.See file dsdata.txt to determine how the superseded data were derived.
 TN0822
 TN0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9445139745(NAD 83)
 TN0822_MARKER: A = ALUMINUM MARKER
 TN0822_SETTING: 66 = SET IN ROCK OUTCROP
 TN0822_SP_SET: SET IN A ROCK LEDGE
 TN0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0822+STABILITY: POSITION/ELEVATION WELL
 TN0822
 TN0822  HISTORY     - Date     Condition        Report By
 TN0822  HISTORY     - 1903     MONUMENTED       USGS
 TN0822
 TN0822                          STATION DESCRIPTION
 TN0822
 TN0822'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 TN0822'STATION IS ON THE HIGHEST GRASSY POINT OF A BARE KNOLL ON RIDGE ABOUT
 TN0822'3 MI. SW. OF KALISPELL, MONTANA.  IT IS ABOUT 0.75 MI. W. OF THE RD.
 TN0822'TO THE LOWER FOY LAKE AND ABOUT 0.5 MI. S. OF THE RD. TO SMITH VALLEY,
 TN0822'ON LAND BELONGING TO CARL BIBBER.
 TN0822'
 TN0822'STATION MARK--AN ALUMINUM TABLET CEMENTED IN SOLID ROCK WHICH PROJECTS
 TN0822'3 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0738 ***********************************************************************
 QX0738  DESIGNATION -  BICG 1
 QX0738  PID         -  QX0738
 QX0738  STATE/COUNTY-  MT/PARK
 QX0738  USGS QUAD   -  SEDAN (1987)
 QX0738
 QX0738                         *CURRENT SURVEY CONTROL
 QX0738  ___________________________________________________________________
 QX0738* NAD 83(1992)-  45 52 35.26767(N)    110 45 23.50985(W)     ADJUSTED  
 QX0738* NAVD 88     -      1631.9    (meters)    5354.     (feet)  VERTCON   
 QX0738  ___________________________________________________________________
 QX0738  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 QX0738  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 QX0738
 QX0738  HORZ ORDER  -  THIRD
 QX0738
 QX0738.The horizontal coordinates were established by classical geodetic methods
 QX0738.and adjusted by the National Geodetic Survey in July 1992..
 QX0738
 QX0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0738
 QX0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0738
 QX0738.The geoid height was determined by GEOID03.
 QX0738
 QX0738;                    North         East     Units Scale Factor Converg.
 QX0738;SPC MT       -   181,534.991   502,493.066   MT  0.99958717   -0 55 09.0
 QX0738;SPC MT       -   595,587.24  1,648,599.30   iFT  0.99958717   -0 55 09.0
 QX0738;UTM  12      - 5,080,350.677   518,894.316   MT  0.99960439   +0 10 29.2
 QX0738
 QX0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0738!SPC MT       -   0.99974593  x   0.99958717  =   0.99933320
 QX0738!UTM  12      -   0.99974593  x   0.99960439  =   0.99935042
 QX0738
 QX0738:                Primary Azimuth Mark                     Grid Az
 QX0738:SPC MT       -  GOBBLER                                  128 04 55.6
 QX0738:UTM  12      -  GOBBLER                                  126 59 17.4
 QX0738
 QX0738|---------------------------------------------------------------------|
 QX0738| PID    Reference Object                     Distance      Geod. Az  |
 QX0738|                                                           dddmmss.s |
 QX0738| QX0720 GOBBLER                             APPROX. 5.0 KM 1270946.6 |
 QX0738|---------------------------------------------------------------------|
 QX0738
 QX0738                          SUPERSEDED SURVEY CONTROL
 QX0738
 QX0738  NAD 83(1986)-  45 52 35.26280(N)    110 45 23.50126(W) AD(       ) 3
 QX0738  NAD 27      -  45 52 35.50413(N)    110 45 20.71670(W) AD(       ) 3
 QX0738  NGVD 29 (07/19/86) 1630.7    (m)         5350.     (f) VERT ANG       
 QX0738
 QX0738.Superseded values are not recommended for survey control.
 QX0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0738.See file dsdata.txt to determine how the superseded data were derived.
 QX0738
 QX0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR1889480351(NAD 83)
 QX0738_MARKER: DD = SURVEY DISK
 QX0738_SETTING: 66 = SET IN ROCK OUTCROP
 QX0738_SP_SET: SET IN ROCK OUTCROP
 QX0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0738+STABILITY: POSITION/ELEVATION WELL
 QX0738
 QX0738  HISTORY     - Date     Condition        Report By
 QX0738  HISTORY     - 1948     MONUMENTED       USGS
 QX0738
 QX0738                          STATION DESCRIPTION
 QX0738
 QX0738'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0738'TO REACH STATION FROM CLYDE PARK POST OFFICE, GO S. 1/2 BLOCK, THENCE
 QX0738'W. (RIGHT) TO HIGHWAY, THENCE LEFT ON U.S. HIGHWAY 89 FOR 0.2 MI. TO
 QX0738'SIDE RD., THENCE W. (RIGHT) 1.6 MI. TO Y-RD., THENCE RIGHT 6.6 MI. ON
 QX0738'BRIDGER CREEK ROAD TO B. T. WARD RANCH, THENCE RIGHT (N.) THROUGH
 QX0738'CORRAL GATES, THENCE RIGHT AROUND N. SIDE OF BARN FOR 0.05 MI. TO RD.
 QX0738'N., THENCE N. FOR 0.05 MI. TO DIM RD. W., THENCE W. (LEFT) FOR 0.2
 QX0738'MI. TO TOP OF RIDGE, LEAVE RD., GO S. FOR 0.1 MI. TO HIGH POINT AND
 QX0738'STATION.
 QX0738'
 QX0738'STATION MARK--STANDARD TABLET, STAMPED ---BICG-1 1948---, SET IN
 QX0738'ROCK.
 QX0738'
 QX0738'REFERENCE MARK NO. 1--1 IN. PIPE, 80.60 FT. FROM STATION,
 QX0738'S 75 DEG 30 MIN W.
 QX0738'
 QX0738'REFERENCE MARK NO. 2--1 IN. PIPE, 71.20 FT. FROM STATION,
 QX0738'S 47 DEG 43 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0508 ***********************************************************************
 ST0508  DESIGNATION -  BICKLE
 ST0508  PID         -  ST0508
 ST0508  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0508  USGS QUAD   -  GOUCHNOUR RANCH (1963)
 ST0508
 ST0508                         *CURRENT SURVEY CONTROL
 ST0508  ___________________________________________________________________
 ST0508* NAD 83(1992)-  47 29 41.58550(N)    112 15 23.13231(W)     ADJUSTED  
 ST0508* NAVD 88     -      1324.9    (meters)    4347.     (feet)  VERTCON   
 ST0508  ___________________________________________________________________
 ST0508  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 ST0508  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 ST0508
 ST0508  HORZ ORDER  -  SECOND
 ST0508
 ST0508.The horizontal coordinates were established by classical geodetic methods
 ST0508.and adjusted by the National Geodetic Survey in July 1992..
 ST0508
 ST0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0508
 ST0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0508
 ST0508.The geoid height was determined by GEOID03.
 ST0508
 ST0508;                    North         East     Units Scale Factor Converg.
 ST0508;SPC MT       -   364,215.957   392,462.529   MT  0.99942803   -2 00 58.8
 ST0508;SPC MT       - 1,194,934.24  1,287,606.72   iFT  0.99942803   -2 00 58.8
 ST0508;UTM  12      - 5,260,926.256   405,365.735   MT  0.99971006   -0 55 34.8
 ST0508
 ST0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0508!SPC MT       -   0.99979458  x   0.99942803  =   0.99922273
 ST0508!UTM  12      -   0.99979458  x   0.99971006  =   0.99950470
 ST0508
 ST0508:                Primary Azimuth Mark                     Grid Az
 ST0508:SPC MT       -  MONTANA POWER CO MICROWAVE MST           088 42 43.0
 ST0508:UTM  12      -  MONTANA POWER CO MICROWAVE MST           087 37 19.0
 ST0508
 ST0508|---------------------------------------------------------------------|
 ST0508| PID    Reference Object                     Distance      Geod. Az  |
 ST0508|                                                           dddmmss.s |
 ST0508| ST0499 MONTANA POWER CO MICROWAVE MST      APPROX. 8.7 KM 0864144.2 |
 ST0508| CN3959 BICKLE RM 1                          12.855 METERS 16532     |
 ST0508| CN3958 BICKLE AZ MK                                       2174351.7 |
 ST0508| CN3960 BICKLE RM 2                          37.426 METERS 27417     |
 ST0508|---------------------------------------------------------------------|
 ST0508
 ST0508                          SUPERSEDED SURVEY CONTROL
 ST0508
 ST0508  NAD 83(1986)-  47 29 41.59116(N)    112 15 23.11520(W) AD(       ) 2
 ST0508  NAD 27      -  47 29 41.77620(N)    112 15 20.05520(W) AD(       ) 2
 ST0508  NGVD 29 (07/19/86) 1323.9    (m)         4343.     (f) VERT ANG       
 ST0508
 ST0508.Superseded values are not recommended for survey control.
 ST0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0508.See file dsdata.txt to determine how the superseded data were derived.
 ST0508
 ST0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT0536660926(NAD 83)
 ST0508_MARKER: Z = SEE DESCRIPTION
 ST0508_SETTING: 0 = UNSPECIFIED SETTING
 ST0508
 ST0508  HISTORY     - Date     Condition        Report By
 ST0508  HISTORY     - 1960     MONUMENTED       CGS
 ST0508  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ST0508
 ST0508                          STATION DESCRIPTION
 ST0508
 ST0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0508'STATION IS LOCATED ABOUT 10-1/2 MILES WEST AND 9-1/4 MILES
 ST0508'SOUTH OF THE SOUTH END OF GREENFIELDS LAKE, 6-1/2 MILES EAST
 ST0508'OF AUGUSTA, 1/2 MILE SOUTH OF STATE HIGHWAY 21, NEAR THE NORTH
 ST0508'EDGE, AND AT THE APPARENT HIGHEST PART, OF A BARREN, PROMINENT
 ST0508'MESA WITH VERTICAL CLIFFS ON THE NORTH SIDE.
 ST0508'
 ST0508'TO REACH FROM THE POST OFFICE AT AUGUSTA, GO NORTHEAST ON
 ST0508'STATE HIGHWAY 287 FOR 1.2 MILES TO THE JUNCTION WITH STATE
 ST0508'HIGHWAY 21.  TURN RIGHT AND FOLLOW STATE HIGHWAY 21 EASTERLY
 ST0508'FOR 3.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW
 ST0508'FIELD ROAD SOUTH FOR 3 MILES TO A T-INTERSECTION.  TURN LEFT
 ST0508'AND FOLLOW FIELD ROAD EAST FOR 1.9 MILES TO A TRACK ROAD LEFT
 ST0508'JUST BEFORE REACHING A FENCE LINE.  TURN LEFT AND FOLLOW TRACK
 ST0508'ROAD NORTH ALONG THE WEST SIDE OF A FENCELINE FOR 1 MILE TO
 ST0508'A FENCE T-INTERSECTION AND TWO WIRE GATES ON THE RIGHT.  PASS
 ST0508'THROUGH THE NORTH GATE AND CONTINUE NORTH ALONG THE EAST
 ST0508'SIDE OF FENCELINE FOR 0.85 TO A CAIRN AND THE AZIMUTH MARK
 ST0508'ON THE LEFT JUST AFTER CROSSING A SMALL WASH.  CONTINUE
 ST0508'NORTH ALONG THE FENCELINE FOR 0.15 MILE TO THE CREST OF THE
 ST0508'MESA.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE STATION
 ST0508'AS DESCRIBED.
 ST0508'
 ST0508'STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE BRONZE DISK,
 ST0508'STAMPED BICKLE BICKLE 1938, SET IN THE TOP OF A ROUND CONCRETE
 ST0508'POST 18 INCHES BELOW THE GROUND SURFACE.  IT IS 20 FEET SOUTH
 ST0508'OF THE EDGE OF A VERTICAL CLIFF.
 ST0508'
 ST0508'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BICKLE USDA NO
 ST0508'1 1960, SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 ST0508'PROJECTING 3 INCHES.  IT IS 62 FEET SOUTH OF THE CLIFF EDGE
 ST0508'AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 ST0508'
 ST0508'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BICKLE USDA NO
 ST0508'2 1960, CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT BEDROCK
 ST0508'OUTCROP FLUSH ON THE EAST SIDE AND PROJECTING 1 FOOT ON THE
 ST0508'WEST SIDE.  IT IS 4 FEET SOUTH OF THE CLIFF EDGE AND ABOUT 4
 ST0508'FEET LOWER THAN THE STATION MARK.
 ST0508'
 ST0508'AZIMUTH MARK IS A STANDARD DISK, STAMPED BICKLE USDA 1960,
 ST0508'CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH THE SURROUNDING
 ST0508'SURFACE.  IT IS 12 FEET EAST OF A NORTH-SOUTH DRIFT FENCE
 ST0508'AND 2 FEET NORTH OF A 2 FOOT CAIRN.
 ST0508
 ST0508                          STATION RECOVERY (1961)
 ST0508
 ST0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0508'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 ST0508'DESCRIPTION TO REACH THE STATION IS CORRECT AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0285 ***********************************************************************
 QU0285  DESIGNATION -  BIDDLE EAST BASE
 QU0285  PID         -  QU0285
 QU0285  STATE/COUNTY-  MT/POWDER RIVER
 QU0285  USGS QUAD   -  BIDDLE (1970)
 QU0285
 QU0285                         *CURRENT SURVEY CONTROL
 QU0285  ___________________________________________________________________
 QU0285* NAD 83(1993)-  45 03 42.10215(N)    105 22 31.22676(W)     ADJUSTED  
 QU0285* NAVD 88     -      1079.573  (meters)    3541.90   (feet)  ADJUSTED  
 QU0285  ___________________________________________________________________
 QU0285  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 QU0285  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QU0285  DYNAMIC HT  -        1079.275 (meters)    3540.92  (feet)  COMP
 QU0285  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 QU0285
 QU0285  HORZ ORDER  -  FIRST
 QU0285  VERT ORDER  -  FIRST     CLASS II
 QU0285
 QU0285.The horizontal coordinates were established by classical geodetic methods
 QU0285.and adjusted by the National Geodetic Survey in January 1997..
 QU0285
 QU0285.The orthometric height was determined by differential leveling
 QU0285.and adjusted by the National Geodetic Survey in June 1991..
 QU0285
 QU0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0285
 QU0285.The geoid height was determined by GEOID03.
 QU0285
 QU0285.The dynamic height is computed by dividing the NAVD 88
 QU0285.geopotential number by the normal gravity value computed on the
 QU0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0285.degrees latitude (g = 980.6199 gals.).
 QU0285
 QU0285.The modeled gravity was interpolated from observed gravity values.
 QU0285
 QU0285;                    North         East     Units Scale Factor Converg.
 QU0285;SPC MT       -    98,772.063   924,705.157   MT  0.99996353   +3 01 01.9
 QU0285;SPC MT       -   324,055.32  3,033,809.57   iFT  0.99996353   +3 01 01.9
 QU0285;SPC WY E     -   506,741.456   183,565.402   MT  0.99994082   -0 08 51.8
 QU0285;UTM  13      - 4,989,872.491   470,449.171   MT  0.99961074   -0 15 56.5
 QU0285
 QU0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0285!SPC MT       -   0.99983308  x   0.99996353  =   0.99979662
 QU0285!SPC WY E     -   0.99983308  x   0.99994082  =   0.99977391
 QU0285!UTM  13      -   0.99983308  x   0.99961074  =   0.99944389
 QU0285
 QU0285:                Primary Azimuth Mark                     Grid Az
 QU0285:SPC MT       -  C 60                                     008 09 53.9
 QU0285:SPC WY E     -  C 60                                     011 19 47.6
 QU0285:UTM  13      -  C 60                                     011 26 52.3
 QU0285
 QU0285|---------------------------------------------------------------------|
 QU0285| PID    Reference Object                     Distance      Geod. Az  |
 QU0285|                                                           dddmmss.s |
 QU0285| QU0128 C 60                                               0111055.8 |
 QU0285| CQ7043 BIDDLE EAST BASE RM 1                 9.467 METERS 01543     |
 QU0285| CQ7044 BIDDLE EAST BASE RM 2                 9.031 METERS 11231     |
 QU0285|---------------------------------------------------------------------|
 QU0285
 QU0285                          SUPERSEDED SURVEY CONTROL
 QU0285
 QU0285  NAD 83(1992)-  45 03 42.08344(N)    105 22 31.21209(W) AD(       ) 1
 QU0285  NAD 83(1986)-  45 03 42.08288(N)    105 22 31.21294(W) AD(       ) 1
 QU0285  NAD 27      -  45 03 42.13800(N)    105 22 29.23200(W) AD(       ) 1
 QU0285  NGVD 29 (07/19/86) 1078.96   (m)         3539.9    (f) LEVELING    3  
 QU0285
 QU0285.Superseded values are not recommended for survey control.
 QU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0285.See file dsdata.txt to determine how the superseded data were derived.
 QU0285
 QU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7044989872(NAD 83)
 QU0285_MARKER: DS = TRIANGULATION STATION DISK
 QU0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0285_SP_SET: CONCRETE POST
 QU0285_STAMPING: BIDDLE E BASE 1949
 QU0285_MARK LOGO: CGS   
 QU0285_PROJECTION: PROJECTING 15 CENTIMETERS
 QU0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0285+STABILITY: SURFACE MOTION
 QU0285
 QU0285  HISTORY     - Date     Condition        Report By
 QU0285  HISTORY     - 1949     MONUMENTED       CGS
 QU0285  HISTORY     - 1963     GOOD             USFS
 QU0285  HISTORY     - 1985     GOOD             NGS
 QU0285
 QU0285                          STATION DESCRIPTION
 QU0285
 QU0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0285'THE STATION IS LOCATED ABOUT 29 MILES SOUTH OF BROADUS, 3.5 MILES
 QU0285'SOUTHWEST OF THE SMALL SETTLEMENT OF BIDDLE, 0.15 MILE SOUTHEAST
 QU0285'OF A GRADED DIRT ROAD, 0.1 MILE SOUTH OF A WINDMILL AND CONCRETE
 QU0285'WATER TANK, 7.3 FEET WEST-SOUTHWEST OF A WITNESS POST, AND ON
 QU0285'LAND OWNED BY MRS. A.W. RODGERS.
 QU0285'
 QU0285'TO REACH THE STATION FROM THE POST OFFICE IN BIDDLE, GO SOUTHERLY
 QU0285'ON THE MAIN GRADED DIRT ROAD FOR 3.4 MILES TO THE BENCH MARK
 QU0285'(AZIMUTH MARK), CONTINUE ON THE MAIN ROAD
 QU0285'FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT, EAST, AND
 QU0285'FOLLOW THE TRACK ROAD FOR 0.1 MILE TO A WINDMILL AND WATER
 QU0285'TANK, THENCE RIGHT, DUE SOUTH, FOR 0.1 MILE TO THE TOP OF A LOW
 QU0285'HILL AND THE STATION.
 QU0285'
 QU0285'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 QU0285'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 QU0285'STAMPED BIDDLE E BASE 1949.
 QU0285'
 QU0285'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QU0285'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE
 QU0285'DISK IS STAMPED BIDDLE E BASE NO 1 1949.
 QU0285'
 QU0285'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QU0285'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES, AND THE
 QU0285'DISK IS STAMPED BIDDLE E BASE NO 2 1949.
 QU0285'
 QU0285'U.S. COAST AND GEODETIC SURVEY BENCH MARK WAS USED AS THE
 QU0285'AZIMUTH MARK.  IT IS 37 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 QU0285'CENTERLINE OF A DIRT ROAD, AND 5.5 FEET SOUTHEAST OF A WITNESS
 QU0285'POST.  THE MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF
 QU0285'A 8 X 8-INCH CONCRETE POST, PROJECTING 7 INCHES, AND IS STAMPED
 QU0285'C 60 1933.
 QU0285
 QU0285                          STATION RECOVERY (1963)
 QU0285
 QU0285'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 QU0285'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 QU0285
 QU0285                          STATION RECOVERY (1985)
 QU0285
 QU0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0285'5.5 KM (3.4 MI) SOUTH FROM BIDDLE.
 QU0285'5.35 KM (3.35 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0285'SCHOOL AT BIDDLE, THENCE 0.15 KM (0.1 MI) SOUTHEAST ACROSS COUNTRY, TO
 QU0285'THE HIGHEST POINT OF A LOW HILL, 9.4 METERS (31 FT) SOUTHWEST OF RM 1
 QU0285'AND 9.0 METERS (29.5 FT) NORTHWEST OF RM 2.
 QU0285'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 QU0285'THE MARK IS 7.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0326 ***********************************************************************
 QU0326  DESIGNATION -  BIDDLE WEST BASE
 QU0326  PID         -  QU0326
 QU0326  STATE/COUNTY-  MT/POWDER RIVER
 QU0326  USGS QUAD   -  WILD BILL CREEK (1970)
 QU0326
 QU0326                         *CURRENT SURVEY CONTROL
 QU0326  ___________________________________________________________________
 QU0326* NAD 83(1993)-  45 02 53.55597(N)    105 29 35.15157(W)     ADJUSTED  
 QU0326* NAVD 88     -      1121.28   (+/-2cm)    3678.7    (feet)  VERTCON   
 QU0326  ___________________________________________________________________
 QU0326  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 QU0326  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QU0326
 QU0326  HORZ ORDER  -  FIRST
 QU0326  VERT ORDER  -  THIRD ? (See Below)
 QU0326
 QU0326.The horizontal coordinates were established by classical geodetic methods
 QU0326.and adjusted by the National Geodetic Survey in January 1997..
 QU0326
 QU0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0326.The vertical order pertains to the NGVD 29 superseded value.
 QU0326
 QU0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0326
 QU0326.The geoid height was determined by GEOID03.
 QU0326
 QU0326;                    North         East     Units Scale Factor Converg.
 QU0326;SPC MT       -    96,794.234   915,519.828   MT  0.99997141   +2 55 51.8
 QU0326;SPC MT       -   317,566.38  3,003,673.98   iFT  0.99997141   +2 55 51.8
 QU0326;SPC WY E     -   505,273.574   174,285.150   MT  0.99994563   -0 13 51.7
 QU0326;UTM  13      - 4,988,424.196   461,168.967   MT  0.99961854   -0 20 56.3
 QU0326
 QU0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0326!SPC MT       -   0.99982655  x   0.99997141  =   0.99979796
 QU0326!SPC WY E     -   0.99982655  x   0.99994563  =   0.99977218
 QU0326!UTM  13      -   0.99982655  x   0.99961854  =   0.99944515
 QU0326
 QU0326|---------------------------------------------------------------------|
 QU0326| PID    Reference Object                     Distance      Geod. Az  |
 QU0326|                                                           dddmmss.s |
 QU0326| CQ7046 BIDDLE WEST BASE RM 1                10.868 METERS 01513     |
 QU0326| CQ7045 BIDDLE WEST BASE AZ MK                             1211329.2 |
 QU0326| CQ7047 BIDDLE WEST BASE RM 2                12.335 METERS 12810     |
 QU0326|---------------------------------------------------------------------|
 QU0326
 QU0326                          SUPERSEDED SURVEY CONTROL
 QU0326
 QU0326  NAD 83(1992)-  45 02 53.53709(N)    105 29 35.13692(W) AD(       ) 1
 QU0326  NAD 83(1986)-  45 02 53.53528(N)    105 29 35.13721(W) AD(       ) 1
 QU0326  NAD 27      -  45 02 53.58900(N)    105 29 33.14300(W) AD(       ) 1
 QU0326  NGVD 29 (07/19/86) 1120.63   (m)         3676.6    (f) LEVELING    3  
 QU0326
 QU0326.Superseded values are not recommended for survey control.
 QU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0326.See file dsdata.txt to determine how the superseded data were derived.
 QU0326
 QU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK6116988424(NAD 83)
 QU0326_MARKER: DS = TRIANGULATION STATION DISK
 QU0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0326
 QU0326  HISTORY     - Date     Condition        Report By
 QU0326  HISTORY     - 1949     MONUMENTED       CGS
 QU0326  HISTORY     - 1963     GOOD             USFS
 QU0326
 QU0326                          STATION DESCRIPTION
 QU0326
 QU0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0326'STATION IS LOCATED ON A LOW, GRASSY HILL, ON LAND OWNED BY
 QU0326'H.F. ROW AND F.H. ALLEN, ABOUT 10 MILES WEST-SOUTHWEST OF BIDDLE
 QU0326'POST OFFICE, ABOUT 4 MILES NORTH OF THE MONTANA-WYOMING STATE
 QU0326'LINE, 0.1 MILE NORTH OF A GRADED ROAD, AND 6 FEET EAST OF A
 QU0326'WITNESS POST.
 QU0326'
 QU0326'TO REACH FROM THE BIDDLE POST OFFICE, GO SOUTH ON MAIN ROAD FOR
 QU0326'3.7 MILES TO A FORK.  BEAR RIGHT AND FOLLOW MAIN ROAD FOR 4.5
 QU0326'MILES TO A FORK.  BEAR LEFT AND GO 1.4 MILES TO A FORK.  BEAR
 QU0326'RIGHT AND GO 0.3 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE FOR
 QU0326'0.3 MILE, TURN RIGHT, AND GO 0.1 MILE TO TOP OF HILL AND STATION.
 QU0326'
 QU0326'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 QU0326'CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 QU0326'STAMPED BIDDLE W BASE 1949.
 QU0326'
 QU0326'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QU0326'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES, AND THE
 QU0326'DISK IS STAMPED BIDDLE W BASE NO 1 1949.
 QU0326'
 QU0326'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QU0326'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND
 QU0326'THE DISK IS STAMPED BIDDLE W BASE NO 2 1949.
 QU0326'
 QU0326'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARKS IS 63.51 FEET
 QU0326'AND 19.358 METERS.
 QU0326'
 QU0326'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 QU0326'CONCRETE POST.  IT IS 20 FEET NORTH OF A GRADED ROAD AND 5 FEET
 QU0326'EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 QU0326'DISK IS STAMPED BIDDLE W BASE 1949.
 QU0326
 QU0326                          STATION RECOVERY (1963)
 QU0326
 QU0326'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 QU0326'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0532 ***********************************************************************
 QW0532  DESIGNATION -  BIG
 QW0532  PID         -  QW0532
 QW0532  STATE/COUNTY-  MT/CARBON
 QW0532  USGS QUAD   -  HILLSBORO (1964)
 QW0532
 QW0532                         *CURRENT SURVEY CONTROL
 QW0532  ___________________________________________________________________
 QW0532* NAD 83(1993)-  45 07 24.30796(N)    108 14 39.46857(W)     ADJUSTED  
 QW0532* NAVD 88     -      1342.8    (meters)    4406.     (feet)  VERTCON   
 QW0532  ___________________________________________________________________
 QW0532  LAPLACE CORR-          -9.35  (seconds)                    DEFLEC99
 QW0532  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 QW0532
 QW0532  HORZ ORDER  -  SECOND
 QW0532
 QW0532.The horizontal coordinates were established by classical geodetic methods
 QW0532.and adjusted by the National Geodetic Survey in January 1997..
 QW0532
 QW0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0532
 QW0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0532
 QW0532.The geoid height was determined by GEOID03.
 QW0532
 QW0532;                    North         East     Units Scale Factor Converg.
 QW0532;SPC MT       -    97,871.650   698,784.107   MT  0.99992816   +0 55 06.8
 QW0532;SPC MT       -   321,101.21  2,292,598.78   iFT  0.99992816   +0 55 06.8
 QW0532;UTM  12      - 5,000,355.482   716,724.532   MT  1.00017757   +1 57 12.7
 QW0532
 QW0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0532!SPC MT       -   0.99979133  x   0.99992816  =   0.99971950
 QW0532!UTM  12      -   0.99979133  x   1.00017757  =   0.99996886
 QW0532
 QW0532|---------------------------------------------------------------------|
 QW0532| PID    Reference Object                     Distance      Geod. Az  |
 QW0532|                                                           dddmmss.s |
 QW0532| CQ5086 BIG RM 2                             24.174 METERS 01000     |
 QW0532| CQ5084 BIG AZ MK                                          1450459.8 |
 QW0532| CQ5085 BIG RM 1                             28.415 METERS 27408     |
 QW0532|---------------------------------------------------------------------|
 QW0532
 QW0532                          SUPERSEDED SURVEY CONTROL
 QW0532
 QW0532  NAD 83(1992)-  45 07 24.29830(N)    108 14 39.45282(W) AD(       ) 2
 QW0532  NAD 83(1986)-  45 07 24.29898(N)    108 14 39.45185(W) AD(       ) 2
 QW0532  NAD 27      -  45 07 24.46260(N)    108 14 37.02920(W) AD(       ) 2
 QW0532  NGVD 29 (07/19/86) 1342.0    (m)         4403.     (f) VERT ANG       
 QW0532
 QW0532.Superseded values are not recommended for survey control.
 QW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0532.See file dsdata.txt to determine how the superseded data were derived.
 QW0532
 QW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR1672500355(NAD 83)
 QW0532_MARKER: DS = TRIANGULATION STATION DISK
 QW0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0532
 QW0532  HISTORY     - Date     Condition        Report By
 QW0532  HISTORY     - 1957     MONUMENTED       CGS
 QW0532  HISTORY     - 1964     GOOD             USGS
 QW0532
 QW0532                          STATION DESCRIPTION
 QW0532
 QW0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QW0532'STATION IS ABOUT 16-1/2 MILES NORTH AND 7-1/2 MILES EAST OF
 QW0532'LOVELL, WYOMING, ABOUT 8 MILES NORTH OF THE MONTANA-WYOMING
 QW0532'STATE LINE AND ABOUT 2-1/2 MILES WEST OF THE BIG HORN RIVER.
 QW0532'
 QW0532'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 310 AND STATE
 QW0532'HIGHWAY 14 IN THE EAST EDGE OF LOVELL, GO EASTERLY ON STATE
 QW0532'HIGHWAY 14 FOR 8.75 MILES TO A CROSSROADS JUST BEFORE REACHING
 QW0532'RAILROAD CROSSING.  TURN LEFT AND FOLLOW GRADED ROAD NORTH
 QW0532'FOR 2.0 MILES TO A SIDE ROAD LEFT AT CEMETERY ON LEFT.  TURN
 QW0532'LEFT AND FOLLOW GRADED ROAD WESTERLY FOR 8.2 MILES TO A SIDE
 QW0532'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.35 MILE TO A
 QW0532'SIDE ROAD RIGHT AND POLE CORRAL ON RIGHT.  TURN RIGHT, EAST,
 QW0532'AND FOLLOW MAIN ROAD NORTHERLY FOR 11.2 MILES TO A FORK IN
 QW0532'THE BOTTOM OF A DRY WASH.  TAKE THE RIGHT FORK AND FOLLOW
 QW0532'MAIN ROAD NORTHERLY FOR 3.0 MILES TO A FORK.  TAKE LEFT
 QW0532'FORK AND CONTINUE NORTHERLY FOR 1.25 MILES TO STATION ON
 QW0532'LEFT.  TO REACH AZIMUTH MARK FROM STATION GO SOUTHEAST
 QW0532'ACROSS PRAIRIE, PASSING DIAGONALLY UNDER TRANSMISSION LINES,
 QW0532'FOR 0.35 MILE TO SMALL KNOLL AND AZIMUTH MARK ON NORTH
 QW0532'SLOPE.
 QW0532'
 QW0532'STATION MARKS ARE STANDARD DISKS, STAMPED BIG 1957.  IT IS
 QW0532'SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 QW0532'PROJECTS 6 INCHES AND IS 96 FEET NORTH OF THE ROAD CENTER.
 QW0532'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET EAST OF THE
 QW0532'MARK.
 QW0532'
 QW0532'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG NO 1 1957.
 QW0532'IT IS CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT BOULDER WHICH
 QW0532'PROJECTS 3 INCHES.  IT IS 103 FEET NORTH OF THE ROAD CENTER
 QW0532'AND 1 FOOT EAST OF A SMALL CAIRN.
 QW0532'
 QW0532'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG NO 2 1957.
 QW0532'IT IS CEMENTED IN A DRILL HOLE IN A 2 X 1 FOOT BOULDER
 QW0532'WHICH PROJECTS 6 INCHES.  IT IS 1 FOOT SOUTH OF A SMALL
 QW0532'CAIRN.
 QW0532'
 QW0532'AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG 1957.  IT IS
 QW0532'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 QW0532'FLUSH WITH THE SURFACE AND IS ABOUT 0.1 MILE EAST OF A
 QW0532'TRANSMISSION LINE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 QW0532'1 FOOT NORTHWEST OF THE MARK.
 QW0532
 QW0532                          STATION RECOVERY (1964)
 QW0532
 QW0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (GRS)
 QW0532'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 310 AND 14A IN
 QW0532'THE EAST EDGE OF LOVELL BY GOING EAST ON HIGHWAY 14A FOR
 QW0532'2.6 MILES TO A PAVED T-ROAD LEFT.  TURN LEFT AND GO 2.4 MILES
 QW0532'TO END OF PAVEMENT.  CONTINUE NORTH ON MAIN ROAD ANOTHER
 QW0532'7.9 MILES (TAKING 2 LEFT FORKS AT 1.5 MILES) TO T-ROAD RIGHT
 QW0532'(N) AT SIGNS DRY HEAD AND TILLETT RANCH.  TURN RIGHT AND GO
 QW0532'0.4 MILE TO T-ROAD RIGHT AT SIGN DRY HEAD.  TURN RIGHT AND GO
 QW0532'2.7 MILES TO Y-JUNCTION AT SIGN TILLETT FISH REARING STATION.
 QW0532'TAKE LEFT FORK AND FOLLOW MAIN ROAD NORTHERLY FOR 8.6 MILES
 QW0532'TO A FORK JUST BEFORE CROSSING A DRAIN.  TAKE THE RIGHT FORK
 QW0532'AND FOLLOW MAIN ROAD NORTHERLY FOR 3.0 MILES TO A FORK.
 QW0532'TAKE LEFT FORK, ETC.  1957 DESCRIPTION IS CORRECT FOR LAST
 QW0532'1.25 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0620 ***********************************************************************
 QW0620  DESIGNATION -  BIG
 QW0620  PID         -  QW0620
 QW0620  STATE/COUNTY-  MT/STILLWATER
 QW0620  USGS QUAD   -  LITTLE PARK MOUNTAIN (1996)
 QW0620
 QW0620                         *CURRENT SURVEY CONTROL
 QW0620  ___________________________________________________________________
 QW0620* NAD 83(1993)-  45 10 41.39048(N)    109 54 07.15376(W)     ADJUSTED  
 QW0620* NAVD 88     -      3467.6    (meters)   11377.     (feet)  VERTCON   
 QW0620  ___________________________________________________________________
 QW0620  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 QW0620  GEOID HEIGHT-          -7.57  (meters)                     GEOID03
 QW0620
 QW0620  HORZ ORDER  -  THIRD
 QW0620
 QW0620.The horizontal coordinates were established by classical geodetic methods
 QW0620.and adjusted by the National Geodetic Survey in January 1997..
 QW0620
 QW0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0620
 QW0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0620
 QW0620.The geoid height was determined by GEOID03.
 QW0620
 QW0620;                    North         East     Units Scale Factor Converg.
 QW0620;SPC MT       -   103,244.421   568,406.337   MT  0.99989773   -0 17 38.6
 QW0620;SPC MT       -   338,728.42  1,864,850.19   iFT  0.99989773   -0 17 38.6
 QW0620;UTM  12      - 5,003,328.856   586,271.565   MT  0.99969151   +0 46 43.9
 QW0620
 QW0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0620!SPC MT       -   0.99945781  x   0.99989773  =   0.99935560
 QW0620!UTM  12      -   0.99945781  x   0.99969151  =   0.99914949
 QW0620
 QW0620:                Primary Azimuth Mark                     Grid Az
 QW0620:SPC MT       -  ZIMMER                                   174 07 19.4
 QW0620:UTM  12      -  ZIMMER                                   173 02 56.9
 QW0620
 QW0620|---------------------------------------------------------------------|
 QW0620| PID    Reference Object                     Distance      Geod. Az  |
 QW0620|                                                           dddmmss.s |
 QW0620| QW0618 ZIMMER                              APPROX. 6.8 KM 1734940.8 |
 QW0620|---------------------------------------------------------------------|
 QW0620
 QW0620                          SUPERSEDED SURVEY CONTROL
 QW0620
 QW0620  NAD 83(1992)-  45 10 41.39345(N)    109 54 07.14696(W) AD(       ) 3
 QW0620  NAD 83(1986)-  45 10 41.39086(N)    109 54 07.14331(W) AD(       ) 3
 QW0620  NAD 27      -  45 10 41.59970(N)    109 54 04.46434(W) AD(       ) 3
 QW0620  NGVD 29 (07/19/86) 3466.1    (m)        11372.     (f) VERT ANG       
 QW0620
 QW0620.Superseded values are not recommended for survey control.
 QW0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0620.See file dsdata.txt to determine how the superseded data were derived.
 QW0620
 QW0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR8627203329(NAD 83)
 QW0620_MARKER: DB = BENCH MARK DISK
 QW0620_SETTING: 66 = SET IN ROCK OUTCROP
 QW0620_SP_SET: SET IN ROCK OUTCROP
 QW0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0620+STABILITY: POSITION/ELEVATION WELL
 QW0620
 QW0620  HISTORY     - Date     Condition        Report By
 QW0620  HISTORY     - 1953     MONUMENTED       USGS
 QW0620
 QW0620                          STATION DESCRIPTION
 QW0620
 QW0620'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QW0620'THE STATION IS LOCATED ABOUT 11.0 MI. (AIRLINE) NNE. OF COOKE,
 QW0620'MONTANA.
 QW0620'
 QW0620'TO REACH FROM THE POST OFFICE AT COOKE, GO EASTERLY ALONG U.S. HIGHWAY
 QW0620'12 FOR 1.0 MI., THENCE LEFT (N.) ALONG A DIRT RD. 9.5 MI. TO THE HEAD
 QW0620'OF THE STILLWATER DRAINAGE, THENCE N. (VIA HORSEBACK) ALONG A HORSE
 QW0620'TRAIL TO THE JUNCTION OF THE STILLWATER RIVER AND CLARKS CREEK (ABOUT
 QW0620'2-1/2 HOURS), THENCE E. (VIA HORSEBACK) CROSS COUNTRY ALONG THE N.
 QW0620'BANK OF CLARKS CREEK ABOUT 4.0 MI. (3 HOURS) TO WHERE THE CANYON IS
 QW0620'BLOCKED BY SLIDE ROCK, THENCE PROCEED BY FOOT UP THE N. SIDE OF THIS
 QW0620'BLOCK PASSING A SMALL LAKE AND LOOKING DOWN TO YOUR RIGHT AT A LARGE
 QW0620'E-W. LAKE, PROCEED TO THE RIDGE AT THE NE. END OF THIS LAKE, CLIMB
 QW0620'THIS RIDGE TO A PLATEAU.  THE SIGNAL IS LOCATED AT THE NE. END OF
 QW0620'THIS PLATEAU, AT THE HIGHEST POINT.  ABOUT A 3-1/2 HOUR CLIMB.
 QW0620'
 QW0620'STATION MARK--STANDARD USGS BENCH MARK TABLET, SET IN ROCK 2.2 FT.
 QW0620'ABOVE GENERAL GROUND LEVEL, STAMPED ---BIG 1953---.
 QW0620'
 QW0620'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0712 ***********************************************************************
 QX0712  DESIGNATION -  BIG
 QX0712  PID         -  QX0712
 QX0712  STATE/COUNTY-  MT/PARK
 QX0712  USGS QUAD   -  LEWIS CREEK (1988)
 QX0712
 QX0712                         *CURRENT SURVEY CONTROL
 QX0712  ___________________________________________________________________
 QX0712* NAD 83(1992)-  45 17 03.86615(N)    110 56 03.62426(W)     ADJUSTED  
 QX0712* NAVD 88     -      2623.0    (meters)    8606.     (feet)  VERTCON   
 QX0712  ___________________________________________________________________
 QX0712  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 QX0712  GEOID HEIGHT-          -9.23  (meters)                     GEOID03
 QX0712
 QX0712  HORZ ORDER  -  THIRD
 QX0712
 QX0712.The horizontal coordinates were established by classical geodetic methods
 QX0712.and adjusted by the National Geodetic Survey in July 1992..
 QX0712
 QX0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0712
 QX0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0712
 QX0712.The geoid height was determined by GEOID03.
 QX0712
 QX0712;                    North         East     Units Scale Factor Converg.
 QX0712;SPC MT       -   115,999.462   487,491.876   MT  0.99984119   -1 02 57.2
 QX0712;SPC MT       -   380,575.66  1,599,382.80   iFT  0.99984119   -1 02 57.2
 QX0712;UTM  12      - 5,014,547.329   505,149.341   MT  0.99960033   +0 02 48.0
 QX0712
 QX0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0712!SPC MT       -   0.99959038  x   0.99984119  =   0.99943163
 QX0712!UTM  12      -   0.99959038  x   0.99960033  =   0.99919087
 QX0712
 QX0712:                Primary Azimuth Mark                     Grid Az
 QX0712:SPC MT       -  EMIGRANT                                 098 36 10.6
 QX0712:UTM  12      -  EMIGRANT                                 097 30 25.4
 QX0712
 QX0712|---------------------------------------------------------------------|
 QX0712| PID    Reference Object                     Distance      Geod. Az  |
 QX0712|                                                           dddmmss.s |
 QX0712| QX0697 EMIGRANT                            APPROX.18.0 KM 0973313.4 |
 QX0712|---------------------------------------------------------------------|
 QX0712
 QX0712                          SUPERSEDED SURVEY CONTROL
 QX0712
 QX0712  NAD 83(1986)-  45 17 03.85565(N)    110 56 03.61831(W) AD(       ) 3
 QX0712  NAD 27      -  45 17 04.08193(N)    110 56 00.82580(W) AD(       ) 3
 QX0712  NGVD 29 (07/19/86) 2621.7    (m)         8601.     (f) VERT ANG       
 QX0712
 QX0712.Superseded values are not recommended for survey control.
 QX0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0712.See file dsdata.txt to determine how the superseded data were derived.
 QX0712
 QX0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR0514914547(NAD 83)
 QX0712_MARKER: DD = SURVEY DISK
 QX0712_SETTING: 66 = SET IN ROCK OUTCROP
 QX0712_SP_SET: SET IN ROCK OUTCROP
 QX0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0712+STABILITY: POSITION/ELEVATION WELL
 QX0712
 QX0712  HISTORY     - Date     Condition        Report By
 QX0712  HISTORY     - 1951     MONUMENTED       USGS
 QX0712
 QX0712                          STATION DESCRIPTION
 QX0712
 QX0712'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0712'STATION LOCATED APPROXIMATELY 17.5 MI. (AIRLINE) N. AND 11.0 MI.
 QX0712'(AIRLINE) W. OF GARDINER, MONTANA, ON THE DIVIDE BETWEEN BIG AND
 QX0712'ROCK CREEKS, AND ABOUT 1.5 MI. S. OF THE BIG CREEK RANGER STATION
 QX0712'ON A SMALL SLIDE ROCK CLEARING IN SEC. 25, R 6 E, T 6 S.
 QX0712'
 QX0712'TO REACH FROM YELLOWSTONE RIVER BRIDGE CROSSING IN GARDINER, GO N. ON
 QX0712'U.S. HIGHWAY 89 16.2 MI. TO LARGE SIGN ON W. SIDE OF HIGHWAY,
 QX0712'---OX-YOKE RANCH, 12 MILES---.  TURN LEFT (WESTERLY) ON GRAVEL RD.,
 QX0712'CROSSING THE YELLOWSTONE RIVER AND RAILROAD TRACKS, 0.4 MI. TO T-RD.
 QX0712'JUNCTION, THENCE RIGHT (NORTHERLY) ON COUNTY RD. 7.5 MI. TO RD. W.,
 QX0712'THENCE LEFT (WESTERLY) ON BIG CREEK RD. 5.3 MI., PASSING THE OX-YOKE
 QX0712'RANCH, TO THE BIG CREEK RANGER STATION.  FROM THIS POINT, WITH
 QX0712'HORSES, TAKE FOREST SERVICE TRAIL NO. 183, RUNNING S. PAST THE
 QX0712'RANGER STATION STABLES, ABOUT 1-HOUR AND 40-MINUTES TO INTERSECTION
 QX0712'OF TRAILS, THENCE TURN LEFT (IN A NORTHEASTERLY DIRECTION) ON THE
 QX0712'ROCK CREEK-BIG CREEK DIVIDE TRAIL N. 229 FOR 50-MINUTES, THENCE LEFT
 QX0712'(NORTHERLY) TO TOP OF RIDGE AND STATION.  STATION MAY ALSO BE REACHED
 QX0712'FROM THE INTERSECTION OF TRAILS BY HOLDING TO TOP OF RIDGE (IN A
 QX0712'NORTHEASTERLY DIRECTION) FOR APPROXIMATELY THE SAME LENGTH OF TIME
 QX0712'(50-MINUTES).
 QX0712'
 QX0712'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, AND
 QX0712'STAMPED ---BIG-1951---.
 QX0712'
 QX0712'REFERENCE MARK NO. 1--A BLAZED TRIANGLE IN TREE TRUNK, 8.20 FT. FROM
 QX0712'STATION, N 58 DEG 23 MIN E.
 QX0712'
 QX0712'REFERENCE MARK NO. 2--STANDARD TABLET, CEMENTED IN ROCK OUTCROP,
 QX0712'STAMPED ---BIG-1951-NO. 2---, 19.95 FT. FROM STATION,
 QX0712'S 69 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1270 ***********************************************************************
 PY1270  CBN         -  This is a Cooperative Base Network Control Station.
 PY1270  DESIGNATION -  BIG
 PY1270  PID         -  PY1270
 PY1270  STATE/COUNTY-  MT/GALLATIN
 PY1270  USGS QUAD   -  UPPER TEPEE BASIN (1986)
 PY1270
 PY1270                         *CURRENT SURVEY CONTROL
 PY1270  ___________________________________________________________________
 PY1270* NAD 83(1999)-  44 53 52.84349(N)    111 11 29.46575(W)     ADJUSTED  
 PY1270* NAVD 88     -      2997.     (meters)    9833.     (feet)  GPS OBS   
 PY1270  ___________________________________________________________________
 PY1270  X           -  -1,636,708.168 (meters)                     COMP
 PY1270  Y           -  -4,221,539.032 (meters)                     COMP
 PY1270  Z           -   4,481,436.576 (meters)                     COMP
 PY1270  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 PY1270  ELLIP HEIGHT-        2988.81  (meters)          (04/16/01) GPS OBS
 PY1270  GEOID HEIGHT-          -8.27  (meters)                     GEOID03
 PY1270
 PY1270  HORZ ORDER  -  B
 PY1270  ELLP ORDER  -  FOURTH    CLASS II
 PY1270
 PY1270.The horizontal coordinates were established by GPS observations
 PY1270.and adjusted by the National Geodetic Survey in April 2001..
 PY1270.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY1270.DATUM ITEM on the data sheet items page.
 PY1270
 PY1270.The orthometric height was determined by GPS observations and a
 PY1270.high-resolution geoid model.
 PY1270.No vertical observational check was made to the station.
 PY1270
 PY1270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1270
 PY1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1270
 PY1270.The ellipsoidal height was determined by GPS observations
 PY1270.and is referenced to NAD 83.
 PY1270
 PY1270.The geoid height was determined by GEOID03.
 PY1270
 PY1270;                    North         East     Units Scale Factor Converg.
 PY1270;SPC MT       -    73,472.749   466,394.749   MT  1.00006274   -1 14 14.5
 PY1270;SPC MT       -   241,052.33  1,530,166.50   iFT  1.00006274   -1 14 14.5
 PY1270;UTM  12      - 4,971,638.775   484,878.677   MT  0.99960281   -0 08 06.7
 PY1270
 PY1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1270!SPC MT       -   0.99953161  x   1.00006274  =   0.99959432
 PY1270!UTM  12      -   0.99953161  x   0.99960281  =   0.99913460
 PY1270
 PY1270                          SUPERSEDED SURVEY CONTROL
 PY1270
 PY1270  NAD 83(1992)-  44 53 52.84331(N)    111 11 29.46510(W) AD(       ) B
 PY1270  ELLIP H (05/15/92) 2988.92   (m)                       GP(       ) 4 2
 PY1270  NAD 83(1986)-  44 53 52.83304(N)    111 11 29.45076(W) AD(       ) 1
 PY1270  NGVD 29 (04/22/91) 2995.6    (m)         9828.     (f) GPS OBS        
 PY1270
 PY1270.Superseded values are not recommended for survey control.
 PY1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1270.See file dsdata.txt to determine how the superseded data were derived.
 PY1270
 PY1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ8487971639(NAD 83)
 PY1270_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PY1270_SETTING: 0 = UNSPECIFIED SETTING
 PY1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1270+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1270
 PY1270  HISTORY     - Date     Condition        Report By
 PY1270  HISTORY     - 1973     MONUMENTED       USGS
 PY1270  HISTORY     - 1987     GOOD             UNAVCO
 PY1270
 PY1270                          STATION DESCRIPTION
 PY1270
 PY1270'DESCRIBED BY UNAVCO UCAR 1987 (RER)
 PY1270'THE STATION WAS RECOVERED AT THIS DATE.
 PY1270'THIS STATION WAS RECOVERED AND OCCUPIED BY UNAVCO PERSONNEL.
 PY1270'
 PY1270'NO NEW RECOVERY INFORMATION WAS MADE AVAILABLE TO THIS PARTY BY
 PY1270'UNAVCO PERSONNEL, ASSUMED THAT STATION WAS RECOVERED AS DESCRIBED.
 PY1270'NOTE, PENCIL RUBBING ON OBSERVATION LOG INDICATES THAT STATION IS A
 PY1270'USGS EARTHQUAKE RESEARCH DISK STAMPED---BIG 1973---.
 PY1270'
 PY1270'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1270'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1270'
 PY1270'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0949 ***********************************************************************
 SU0949  DESIGNATION -  BIG ARM LOOKOUT
 SU0949  PID         -  SU0949
 SU0949  STATE/COUNTY-  MT/LAKE
 SU0949  USGS QUAD   -  ELMO (1964)
 SU0949
 SU0949                         *CURRENT SURVEY CONTROL
 SU0949  ___________________________________________________________________
 SU0949* NAD 83(1992)-  47 46 25.44516(N)    114 16 07.90273(W)     ADJUSTED  
 SU0949* NAVD 88     -      1580.2    (meters)    5184.     (feet)  VERTCON   
 SU0949  ___________________________________________________________________
 SU0949  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 SU0949  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 SU0949
 SU0949  HORZ ORDER  -  THIRD
 SU0949
 SU0949.The horizontal coordinates were established by classical geodetic methods
 SU0949.and adjusted by the National Geodetic Survey in July 1992..
 SU0949
 SU0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU0949
 SU0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0949
 SU0949.The geoid height was determined by GEOID03.
 SU0949
 SU0949;                    North         East     Units Scale Factor Converg.
 SU0949;SPC MT       -   402,422.295   242,974.846   MT  0.99948097   -3 29 18.4
 SU0949;SPC MT       - 1,320,283.12    797,161.57   iFT  0.99948097   -3 29 18.4
 SU0949;UTM  11      - 5,294,764.745   704,612.460   MT  1.00011449   +2 01 23.1
 SU0949
 SU0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0949!SPC MT       -   0.99975482  x   0.99948097  =   0.99923592
 SU0949!UTM  11      -   0.99975482  x   1.00011449  =   0.99986929
 SU0949
 SU0949:                Primary Azimuth Mark                     Grid Az
 SU0949:SPC MT       -  HOG HEAVEN LOOKOUT TOWER                 308 55 15.8
 SU0949:UTM  11      -  HOG HEAVEN LOOKOUT TOWER                 303 24 34.3
 SU0949
 SU0949|---------------------------------------------------------------------|
 SU0949| PID    Reference Object                     Distance      Geod. Az  |
 SU0949|                                                           dddmmss.s |
 SU0949| SU0951 HOG HEAVEN LOOKOUT TOWER            APPROX.15.1 KM 3052557.4 |
 SU0949|---------------------------------------------------------------------|
 SU0949
 SU0949                          SUPERSEDED SURVEY CONTROL
 SU0949
 SU0949  NAD 83(1986)-  47 46 25.45713(N)    114 16 07.88962(W) AD(       ) 3
 SU0949  NAD 27      -  47 46 25.67141(N)    114 16 04.44970(W) AD(       ) 3
 SU0949  NGVD 29 (07/19/86) 1579.1    (m)         5181.     (f) VERT ANG       
 SU0949
 SU0949.Superseded values are not recommended for survey control.
 SU0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0949.See file dsdata.txt to determine how the superseded data were derived.
 SU0949
 SU0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN0461294765(NAD 83)
 SU0949
 SU0949  HISTORY     - Date     Condition        Report By
 SU0949  HISTORY     - UNK      MONUMENTED
 SU0949  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SU0949  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SU0949  HISTORY     - 1960     GOOD             USGS
 SU0949
 SU0949                          STATION DESCRIPTION
 SU0949
 SU0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0949'BIG ARM INDIAN SERVICE LOOKOUT TOWER IS ABOUT 8.0 MILES NW
 SU0949'OF POLSON, 1.5 MILES SW OF BIG ARM ON THE CENTER AND HIGHEST
 SU0949'POINT OF THREE PARTIALLY WOODED HILLS.  THE CENTER OF LOOKOUT
 SU0949'TOWER, 70.2 FEET N OF STATION JETTE WAS INTERSECTED.
 SU0949
 SU0949                          STATION RECOVERY (1956)
 SU0949
 SU0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SU0949'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SU0949'
 SU0949'TO REACH THE STATION FROM POLSON, GO NORTH ALONG U.S. HIGHWAY
 SU0949'93 FOR 6.8 MILES TO A GRADED ROAD ON LEFT (WEST) AT SIGN JETTE
 SU0949'L.O.  TURN LEFT AND GO 0.15 MILE TO A FORK.  TAKE LEFT FORK AND
 SU0949'GO 4.25 MILES TO TOP OF HILL AND THE LOOKOUT TOWER.
 SU0949'
 SU0949'THE PROPER NAME FOR THE TOWER IS NOW JETTE LAKE LOOKOUT TOWER.
 SU0949
 SU0949                          STATION RECOVERY (1960)
 SU0949
 SU0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (ATW)
 SU0949'STATION MARK--CENTER OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1452 ***********************************************************************
 SS1452  DESIGNATION -  BIG BEND
 SS1452  PID         -  SS1452
 SS1452  STATE/COUNTY-  MT/CASCADE
 SS1452  USGS QUAD   -  EDEN (1965)
 SS1452
 SS1452                         *CURRENT SURVEY CONTROL
 SS1452  ___________________________________________________________________
 SS1452* NAD 83(1992)-  47 21 49.59090(N)    111 17 04.13008(W)     ADJUSTED  
 SS1452* NAVD 88     -      1265.7    (meters)    4153.     (feet)  VERTCON   
 SS1452  ___________________________________________________________________
 SS1452  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 SS1452  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 SS1452
 SS1452  HORZ ORDER  -  SECOND
 SS1452
 SS1452.The horizontal coordinates were established by classical geodetic methods
 SS1452.and adjusted by the National Geodetic Survey in July 1992..
 SS1452
 SS1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1452
 SS1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1452
 SS1452.The geoid height was determined by GEOID03.
 SS1452
 SS1452;                    North         East     Units Scale Factor Converg.
 SS1452;SPC MT       -   347,530.129   465,294.467   MT  0.99941139   -1 18 19.3
 SS1452;SPC MT       - 1,140,190.71  1,526,556.65   iFT  0.99941139   -1 18 19.3
 SS1452;UTM  12      - 5,245,629.655   478,519.439   MT  0.99960567   -0 12 33.4
 SS1452
 SS1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1452!SPC MT       -   0.99980380  x   0.99941139  =   0.99921530
 SS1452!UTM  12      -   0.99980380  x   0.99960567  =   0.99940954
 SS1452
 SS1452|---------------------------------------------------------------------|
 SS1452| PID    Reference Object                     Distance      Geod. Az  |
 SS1452|                                                           dddmmss.s |
 SS1452| CN3962 BIG BEND RM 1                         8.493 METERS 03635     |
 SS1452| SS1432 GREAT FALLS BILLINGS AWY BN 58      APPROX.13.9 KM 0573701.2 |
 SS1452| CN3961 BIG BEND AZ MK                                     1295555.5 |
 SS1452| SS1457 GREAT FALLS ID FALLS AWY BN 47      APPROX.22.6 KM 2690215.3 |
 SS1452| CN3963 BIG BEND RM 2                         6.507 METERS 28246     |
 SS1452| SS1450 GREAT FALLS GORE FIELD APT BCN      APPROX.14.6 KM 3393445.7 |
 SS1452|---------------------------------------------------------------------|
 SS1452
 SS1452                          SUPERSEDED SURVEY CONTROL
 SS1452
 SS1452  NAD 83(1986)-  47 21 49.59042(N)    111 17 04.11299(W) AD(       ) 2
 SS1452  NAD 27      -  47 21 49.75200(N)    111 17 01.27300(W) AD(       ) 2
 SS1452  NGVD 29 (07/19/86) 1264.8    (m)         4150.     (f) VERT ANG       
 SS1452
 SS1452.Superseded values are not recommended for survey control.
 SS1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1452.See file dsdata.txt to determine how the superseded data were derived.
 SS1452
 SS1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7851945630(NAD 83)
 SS1452_MARKER: DS = TRIANGULATION STATION DISK
 SS1452_SETTING: 66 = SET IN ROCK OUTCROP
 SS1452_SP_SET: SET IN BEDROCK
 SS1452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1452+STABILITY: POSITION/ELEVATION WELL
 SS1452
 SS1452  HISTORY     - Date     Condition        Report By
 SS1452  HISTORY     - 1949     MONUMENTED       USGS
 SS1452  HISTORY     - 1961     GOOD             CGS
 SS1452  HISTORY     - 1965     GOOD             USGS
 SS1452
 SS1452                          STATION DESCRIPTION
 SS1452
 SS1452'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MJT)
 SS1452'STATION IS ABOUT 11 MILES SOUTHEAST OF ULM AND 10 MILES SOUTH
 SS1452'OF GREAT FALLS, ON A PROMINENT GRASS-COVERED RIDGE WHICH IS
 SS1452'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 225 FEET
 SS1452'WEST OF A FENCE AND 124 FEET WEST OF THE RUINS OF A STONE
 SS1452'BUILDING.
 SS1452'
 SS1452'TO REACH THE STATION FROM THE EAST END OF THE FIRST STREET
 SS1452'BRIDGE IN GREAT FALLS GO SOUTH ALONG THE MISSOURI RIVER ON
 SS1452'U.S. HIGHWAY 87 FOR 0.7 MILE TO A FORK AT A BRIDGE, BEAR RIGHT
 SS1452'AND CONTINUE SOUTH FOR 4.2 MILES TO A CROSSROADS, CONTINUE
 SS1452'SOUTH 4.9 MILES TO A CROSSROADS, CONTINUE SOUTH 1.75 MILES TO A
 SS1452'GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH THE GATE, TURN
 SS1452'RIGHT AND GO NORTH AND NORTHWEST AROUND THE HILL FOR 0.6 MILES
 SS1452'TO A GRAVEL PIT AND A FORK, BEAR RIGHT AND GO WESTERLY FOR
 SS1452'0.4 MILE TO A GATE, PASS THROUGH THE GATE AND GO 0.05 MILE TO
 SS1452'THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 SS1452'SOUTHEAST 0.5 MILE.
 SS1452'
 SS1452'STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 SS1452'BENCH MARK DISK SET IN A DRILL HOLE IN OUTCROPPING ROCK THAT
 SS1452'IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED BIG BEND 1947.
 SS1452'
 SS1452'REFERENCE MARK NO 1 IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 SS1452'BENCH MARK DISK SET IN A DRILL HOLE IN OUTCROPPING ROCK THAT
 SS1452'IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED BIG BEND 1947
 SS1452'REF. - 1.
 SS1452'
 SS1452'REFERENCE MARK NO. 2 IS A STANDARD UNITED STATES GEOLOGICAL
 SS1452'SURVEY BENCH MARK DISK SET IN A DRILL HOLE IN OUTCROPPING
 SS1452'ROCK THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED BIG
 SS1452'BEND 1947 REF. - 2.
 SS1452'
 SS1452'THE AZIMUTH MARK IS 0.5 MILE FROM THE STATION.  IT IS ABOUT
 SS1452'200 YARDS SOUTHWEST OF A TRACK ROAD, 100 YARDS NORTHEAST OF A
 SS1452'FENCE AND 9 FEET SOUTH OF A WITNESS POST.  THE MARK IS A
 SS1452'STANDARD UNITED STATES COAST AND GEODETIC SURVEY AZIMUTH MARK
 SS1452'DISK SET IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS
 SS1452'2 INCHES.  THE DISK IS STAMPED BIG BEND USGS 1949.
 SS1452'
 SS1452'A 4 FOOT STAND AT STATION BIG BEND (USGS) WILL SEE 4 FOOT STANDS
 SS1452'AT STATIONS, FINIGAN 1923, MUDDY CREEK (MO. RC USGS), WILL,
 SS1452'MESA (USGS), SPU, SAND COULEE (USE), AND KUICH (USGS), AND A
 SS1452'10 FOOT TOWER AT EAST BASE (USGS).
 SS1452
 SS1452                          STATION RECOVERY (1961)
 SS1452
 SS1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1452'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SS1452'CONDITION.  DUE TO ROAD CHANGES, A NEW DESCRIPTION TO REACH
 SS1452'THE STATION FOLLOWS--
 SS1452'
 SS1452'TO REACH THE STATION FROM THE FIRST STREET BRIDGE IN GREAT
 SS1452'FALLS, GO SOUTH (ALONG EAST SIDE OF MISSOURI RIVER) ON RIVER
 SS1452'ROAD FOR 0.7 MILE TO A FORK UNDER A BRIDGE, CONTINUE SOUTH ON
 SS1452'THE RIGHT ROAD FOR 4.2 MILES TO A CROSSROADS, CONTINUE SOUTH
 SS1452'FOR 5.2 MILES TO A CROSSROADS AND END OF MACADAM ROAD, CONTINUE
 SS1452'AHEAD FOR 1.9 MILES TO A GATE ON THE RIGHT, TURN RIGHT, THROUGH
 SS1452'THE GATE, TURN RIGHT THROUGH ANOTHER GATE AND GO NORTH AND
 SS1452'NORTHWEST, AROUND EAST SIDE OF HILL, FOR 0.7 MILE TO THE
 SS1452'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR 0.1 MILE TO A FORK
 SS1452'AT A GRAVEL PIT, TURN RIGHT AND CONTINUE WESTERLY FOR 0.3
 SS1452'MILE TO A GATE, PASS THROUGH THE GATE AND GO 235 FEET TO
 SS1452'THE STATION.
 SS1452'
 SS1452'THIS POINT WILL SEE ALL STATIONS EXCEPT ONE FROM A 4-FOOT
 SS1452'STAND.  A 37-FOOT STEEL TOWER HAD TO BE BUILT TO SEE STATION
 SS1452'BIRD.
 SS1452
 SS1452                          STATION RECOVERY (1965)
 SS1452
 SS1452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SS1452'RECOVERED.
 SS1452'
 SS1452'STATION MARK--STANDARD USGS TABLET, STAMPED ---BIG BEND 1947---, SET
 SS1452'IN DRILL HOLE IN OUTCROPPING ROCK THAT IS FLUSH WITH GROUND.
 SS1452'
 SS1452'DISCREPENCY IN REFERENCE MARK DISTANCES AS FOLLOWS
 SS1452'
 SS1452'REFERENCE MARK NO. 1--57.85 FT. (USGS 1947) - 27.87 FT. (NGS 1961).
 SS1452'
 SS1452'REFERENCE MARK NO. 2--58.25 FT. (USGS 1947) - 21.35 FT. (NGS 1961).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1661 ***********************************************************************
 SS1661  DESIGNATION -  BIG BEND
 SS1661  PID         -  SS1661
 SS1661  STATE/COUNTY-  MT/CASCADE
 SS1661  USGS QUAD   -  EDEN (1965)
 SS1661
 SS1661                         *CURRENT SURVEY CONTROL
 SS1661  ___________________________________________________________________
 SS1661* NAD 83(1992)-  47 21 59.50200(N)    111 16 55.47533(W)     ADJUSTED  
 SS1661* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 SS1661  ___________________________________________________________________
 SS1661  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 SS1661  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 SS1661
 SS1661  HORZ ORDER  -  THIRD
 SS1661
 SS1661.The horizontal coordinates were established by classical geodetic methods
 SS1661.and adjusted by the National Geodetic Survey in July 1992..
 SS1661
 SS1661.The orthometric height was scaled from a topographic map.
 SS1661
 SS1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1661
 SS1661.The geoid height was determined by GEOID03.
 SS1661
 SS1661;                    North         East     Units Scale Factor Converg.
 SS1661;SPC MT       -   347,831.820   465,482.874   MT  0.99941168   -1 18 12.9
 SS1661;SPC MT       - 1,141,180.51  1,527,174.78   iFT  0.99941168   -1 18 12.9
 SS1661;UTM  12      - 5,245,934.954   478,702.076   MT  0.99960557   -0 12 27.1
 SS1661
 SS1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1661!SPC MT       -   0.99980377  x   0.99941168  =   0.99921556
 SS1661!UTM  12      -   0.99980377  x   0.99960557  =   0.99940941
 SS1661
 SS1661                          SUPERSEDED SURVEY CONTROL
 SS1661
 SS1661  NAD 83(1986)-  47 21 59.50271(N)    111 16 55.46345(W) AD(       ) 3
 SS1661
 SS1661.Superseded values are not recommended for survey control.
 SS1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1661.See file dsdata.txt to determine how the superseded data were derived.
 SS1661
 SS1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7870245935(NAD 83)
 SS1661_MARKER: DS = TRIANGULATION STATION DISK
 SS1661_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1661_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1661
 SS1661  HISTORY     - Date     Condition        Report By
 SS1661  HISTORY     - 1889     MONUMENTED       MORC
 SS1661  HISTORY     - 1965     GOOD             USGS
 SS1661
 SS1661                          STATION DESCRIPTION
 SS1661
 SS1661'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SS1661'LOCATED 1168.11 FT. NE. OF BIG BEND (USGS), IN SEC. 25, T 19 N,
 SS1661'R 4 E.
 SS1661'
 SS1661'ON RIGHT BANK, ON N. SIDE OF A LONG RIDGE, 3.5 MI. FROM RIVER AT
 SS1661'BIG BEND AND 4.24 MI. S. FROM RIVER AT --BOX ELDER PARK--.  RIDGE IS
 SS1661'HIGHER, 0.25 MI. S. FROM TRIANGULATION STATION.  THERE IS A PILE OF
 SS1661'ROCKS 6 FT. HIGH ON E. END OF RIDGE, 0.5 MI. E. OF STATION.
 SS1661'
 SS1661'RECOVERED BY USGS IN 1965.
 SS1661'
 SS1661'STATION MARK--STANDARD MORC TABLET SET IN 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0922 ***********************************************************************
 RX0922  DESIGNATION -  BIG BUTTE
 RX0922  PID         -  RX0922
 RX0922  STATE/COUNTY-  MT/SILVER BOW
 RX0922  USGS QUAD   -  BUTTE NORTH (1996)
 RX0922
 RX0922                         *CURRENT SURVEY CONTROL
 RX0922  ___________________________________________________________________
 RX0922* NAD 83(1992)-  46 01 10.16058(N)    112 33 32.21595(W)     ADJUSTED  
 RX0922* NAVD 88     -      1927.6    (meters)    6324.     (feet)  VERTCON   
 RX0922  ___________________________________________________________________
 RX0922  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 RX0922  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 RX0922
 RX0922  HORZ ORDER  -  FIRST
 RX0922
 RX0922.The horizontal coordinates were established by classical geodetic methods
 RX0922.and adjusted by the National Geodetic Survey in July 1992..
 RX0922
 RX0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0922
 RX0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0922
 RX0922.The geoid height was determined by GEOID03.
 RX0922
 RX0922;                    North         East     Units Scale Factor Converg.
 RX0922;SPC MT       -   201,266.004   363,295.748   MT  0.99954140   -2 14 15.5
 RX0922;SPC MT       -   660,321.54  1,191,915.18   iFT  0.99954140   -2 14 15.5
 RX0922;UTM  12      - 5,097,394.294   379,329.878   MT  0.99977901   -1 07 18.9
 RX0922
 RX0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0922!SPC MT       -   0.99969987  x   0.99954140  =   0.99924141
 RX0922!UTM  12      -   0.99969987  x   0.99977901  =   0.99947895
 RX0922
 RX0922|---------------------------------------------------------------------|
 RX0922| PID    Reference Object                     Distance      Geod. Az  |
 RX0922|                                                           dddmmss.s |
 RX0922| CN3975 BIG BUTTE RM 2                        9.623 METERS 00534     |
 RX0922| CN3973 BIG BUTTE AZ MK                                    0201340.0 |
 RX0922| CN3974 BIG BUTTE RM 1                        7.685 METERS 20237     |
 RX0922|---------------------------------------------------------------------|
 RX0922
 RX0922                          SUPERSEDED SURVEY CONTROL
 RX0922
 RX0922  NAD 83(1986)-  46 01 10.15885(N)    112 33 32.21471(W) AD(       ) 1
 RX0922  NAD 27      -  46 01 10.42500(N)    112 33 29.12800(W) AD(       ) 1
 RX0922  NGVD 29 (07/19/86) 1926.3    (m)         6320.     (f) VERT ANG       
 RX0922
 RX0922.Superseded values are not recommended for survey control.
 RX0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0922.See file dsdata.txt to determine how the superseded data were derived.
 RX0922
 RX0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7933097394(NAD 83)
 RX0922_MARKER: Z = SEE DESCRIPTION
 RX0922_SETTING: 0 = UNSPECIFIED SETTING
 RX0922
 RX0922  HISTORY     - Date     Condition        Report By
 RX0922  HISTORY     - 1956     MONUMENTED       CGS
 RX0922  HISTORY     - 1958     GOOD             USGS
 RX0922  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RX0922  HISTORY     - 1980     GOOD             NGS
 RX0922
 RX0922                          STATION DESCRIPTION
 RX0922
 RX0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0922'THE STATION IS LOCATED ON THE HIGHEST POINT OF BIG BUTTE, A
 RX0922'LONE, PROMINENT HILL AT THE NORTHWEST EDGE OF BUTTE.  THERE
 RX0922'IS A LARGE WHITE M ON THE EAST SLOPE OF THE HILL.
 RX0922'
 RX0922'THE STATION MARK CONSISTS OF AN 8-INCH IRON PIPE WHICH PROJECTS
 RX0922'ABOUT 3 FEET, THERE IS AN IRON SLEEVE SCREWED ON THE TOP WHICH
 RX0922'IN TURN HAS A FLAT IRON PLUG THAT IS SCREWED INTO THE SLEEVE.
 RX0922'THE TOP OF THE IRON PLUG IS STAMPED U.S. GEOLOGICAL SURVEY
 RX0922'ESTB APRIL 9 1915 ACM MNG ENG DEPT.
 RX0922'
 RX0922'REFERENCE MARK 1 PROJECTS 1 FOOT, AND THE DISK IS STAMPED BIG
 RX0922'BUTTE USGS 1956.
 RX0922'
 RX0922'REFERENCE MARK 2 PROJECTS 2 FEET, AND THE DISK IS STAMPED BIG
 RX0922'BUTTE USGS 1956.
 RX0922'
 RX0922'THE AZIMUTH MARK IS 24 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 RX0922'ROAD AND 2 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 RX0922'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BIG BUTTE USGS
 RX0922'1956.
 RX0922'
 RX0922'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON THE
 RX0922'GRAVELED ROAD FOR 0.35 MILE, TURN LEFT AND GO FOR 0.05 MILE
 RX0922'TO THE MARK ON THE LEFT AS DESCRIBED.
 RX0922
 RX0922                          STATION RECOVERY (1958)
 RX0922
 RX0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RX0922'RECOVERED IN GOOD CONDITION.
 RX0922
 RX0922                          STATION RECOVERY (1962)
 RX0922
 RX0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 RX0922'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED IN
 RX0922'GOOD CONDITION.
 RX0922
 RX0922                          STATION RECOVERY (1980)
 RX0922
 RX0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (ARB)
 RX0922'RECOVERED AS DESCRIBED.
 RX0922'
 RX0922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHWEST
 RX0922'EDGE OF BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0419 ***********************************************************************
 TK0419  DESIGNATION -  BIG BUTTE
 TK0419  PID         -  TK0419
 TK0419  STATE/COUNTY-  MT/BLAINE
 TK0419  USGS QUAD   -  TURNER NE (1984)
 TK0419
 TK0419                         *CURRENT SURVEY CONTROL
 TK0419  ___________________________________________________________________
 TK0419* NAD 83(1992)-  48 57 29.64399(N)    108 19 37.57510(W)     ADJUSTED  
 TK0419* NAVD 88     -       915.     (meters)    3002.     (feet)  SCALED    
 TK0419  ___________________________________________________________________
 TK0419  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 TK0419  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 TK0419
 TK0419  HORZ ORDER  -  FIRST
 TK0419
 TK0419.The horizontal coordinates were established by classical geodetic methods
 TK0419.and adjusted by the National Geodetic Survey in July 1992..
 TK0419
 TK0419.The orthometric height was scaled from a topographic map.
 TK0419
 TK0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0419
 TK0419.The geoid height was determined by GEOID03.
 TK0419
 TK0419;                    North         East     Units Scale Factor Converg.
 TK0419;SPC MT       -   523,865.983   685,889.231   MT  0.99997457   +0 51 28.7
 TK0419;SPC MT       - 1,718,720.42  2,250,292.75   iFT  0.99997457   +0 51 28.7
 TK0419;UTM  12      - 5,426,256.216   695,656.050   MT  1.00007030   +2 00 59.8
 TK0419
 TK0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0419!SPC MT       -   0.99985929  x   0.99997457  =   0.99983386
 TK0419!UTM  12      -   0.99985929  x   1.00007030  =   0.99992958
 TK0419
 TK0419:                Primary Azimuth Mark                     Grid Az
 TK0419:SPC MT       -  CENTER                                   323 51 25.6
 TK0419:UTM  12      -  CENTER                                   322 41 54.5
 TK0419
 TK0419|---------------------------------------------------------------------|
 TK0419| PID    Reference Object                     Distance      Geod. Az  |
 TK0419|                                                           dddmmss.s |
 TK0419| TK0524 CENTER                              APPROX.18.8 KM 3244254.3 |
 TK0419|---------------------------------------------------------------------|
 TK0419
 TK0419                          SUPERSEDED SURVEY CONTROL
 TK0419
 TK0419  NAD 83(1986)-  48 57 29.64288(N)    108 19 37.57949(W) AD(       ) 1
 TK0419  NAD 27      -  48 57 29.60700(N)    108 19 35.12600(W) AD(       ) 1
 TK0419
 TK0419.Superseded values are not recommended for survey control.
 TK0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0419.See file dsdata.txt to determine how the superseded data were derived.
 TK0419
 TK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV9565626256(NAD 83)
 TK0419_MARKER: DS = TRIANGULATION STATION DISK
 TK0419_SETTING: 0 = UNSPECIFIED SETTING
 TK0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0419
 TK0419  HISTORY     - Date     Condition        Report By
 TK0419  HISTORY     - 1922     MONUMENTED       GSC
 TK0419
 TK0419                          STATION DESCRIPTION
 TK0419
 TK0419'DESCRIBED BY GEODETIC SURVEY OF CANADA 1922
 TK0419'IN SE 1/4 SEC. 17, T. 37 N., R. 26 E., PRINCIPAL MERIDIAN,
 TK0419'ON THE HIGHEST POINT OF A PROMINENT RIDGE RUNNING SOUTHEAST
 TK0419'AND NORTHWEST.
 TK0419'
 TK0419'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TK0419'MARK.  ONE REFERENCE MARK IS THE CENTER OF THE SOUTH SIDE
 TK0419'OF THE ABOVE SECTION, 619.0 METERS FROM THE STATION
 TK0419'S 78 DEG 49 MIN W.  A SECOND REFERENCE MARK IS THE SOUTHEAST
 TK0419'CORNER OF THE SAME SECTION, 236.4 METERS FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0948 ***********************************************************************
 TN0948  DESIGNATION -  BIG CREEK BALDY
 TN0948  PID         -  TN0948
 TN0948  STATE/COUNTY-  MT/LINCOLN
 TN0948  USGS QUAD   -  PINK MOUNTAIN (1963)
 TN0948
 TN0948                         *CURRENT SURVEY CONTROL
 TN0948  ___________________________________________________________________
 TN0948* NAD 83(1992)-  48 38 06.57611(N)    115 32 44.23760(W)     ADJUSTED  
 TN0948* NAVD 88     -      1759.7    (meters)    5773.     (feet)  VERTCON   
 TN0948  ___________________________________________________________________
 TN0948  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 TN0948  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 TN0948
 TN0948  HORZ ORDER  -  THIRD
 TN0948
 TN0948.The horizontal coordinates were established by classical geodetic methods
 TN0948.and adjusted by the National Geodetic Survey in July 1992..
 TN0948
 TN0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0948
 TN0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0948
 TN0948.The geoid height was determined by GEOID03.
 TN0948
 TN0948;                    North         East     Units Scale Factor Converg.
 TN0948;SPC MT       -   504,483.882   154,941.976   MT  0.99979643   -4 25 20.6
 TN0948;SPC MT       - 1,655,130.85    508,339.82   iFT  0.99979643   -4 25 20.6
 TN0948;UTM  11      - 5,387,920.300   607,150.262   MT  0.99974105   +1 05 29.9
 TN0948
 TN0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0948!SPC MT       -   0.99972671  x   0.99979643  =   0.99952320
 TN0948!UTM  11      -   0.99972671  x   0.99974105  =   0.99946783
 TN0948
 TN0948:                Primary Azimuth Mark                     Grid Az
 TN0948:SPC MT       -  RODERICK ET                              300 57 14.1
 TN0948:UTM  11      -  RODERICK ET                              295 26 23.6
 TN0948
 TN0948|---------------------------------------------------------------------|
 TN0948| PID    Reference Object                     Distance      Geod. Az  |
 TN0948|                                                           dddmmss.s |
 TN0948| TN0949 RODERICK ET                         APPROX.17.4 KM 2963153.5 |
 TN0948|---------------------------------------------------------------------|
 TN0948
 TN0948                          SUPERSEDED SURVEY CONTROL
 TN0948
 TN0948  NAD 83(1986)-  48 38 06.58627(N)    115 32 44.23839(W) AD(       ) 3
 TN0948  NAD 27      -  48 38 06.74636(N)    115 32 40.60940(W) AD(       ) 3
 TN0948  NGVD 29 (07/19/86) 1758.4    (m)         5769.     (f) VERT ANG       
 TN0948
 TN0948.Superseded values are not recommended for survey control.
 TN0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0948.See file dsdata.txt to determine how the superseded data were derived.
 TN0948
 TN0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0715087920(NAD 83)
 TN0948_MARKER: DD = SURVEY DISK
 TN0948_SETTING: 66 = SET IN ROCK OUTCROP
 TN0948_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0948+STABILITY: POSITION/ELEVATION WELL
 TN0948
 TN0948  HISTORY     - Date     Condition        Report By
 TN0948  HISTORY     - 1963     MONUMENTED       USGS
 TN0948
 TN0948                          STATION DESCRIPTION
 TN0948
 TN0948'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (DGS)
 TN0948'STATION LOCATED APPROXIMATELY 17 MI. (AIRLINE) N. OF LIBBY, MONTANA,
 TN0948'ON HIGHEST POINT OF BALDY MOUNT, CENTERED BENEATH LOOKOUT TOWER.
 TN0948'
 TN0948'TO REACH STATION FROM LIBBY MONTANA- TRAVEL SE. ON STATE HIGHWAY 37
 TN0948'0.8 MI., THENCE LEFT ON PIPE CREEK ROAD (PAVED) FOR 18.8 MI. TO BIG
 TN0948'CREEK ROAD, TURN 90 DEGREES RIGHT AND FOLLOW ROAD E. 0.8 MI., TAKE
 TN0948'RIGHT FORK ACROSS BRIDGE AND CONTINUE 2.8 MI. TO FORK.  TAKE ROAD
 TN0948'TO LEFT 2.0 MI. TO TOP OF RIDGE AND ROAD RIGHT.  FOLLOW THE ROAD TO
 TN0948'THE RIGHT UP THE RIDGE 1 MI. TO TOP OF MOUNTAIN AND STATION.
 TN0948'
 TN0948'STATION MARK- U.S. DEPT. OF AGRICULTURE FOREST SERVICE BRASS TABLET
 TN0948'STAMPED -BC BALDY 1950- CENTERED UNDER LOOKOUT TOWER AND CEMENTED IN
 TN0948'DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0788 ***********************************************************************
 TN0788  DESIGNATION -  BIG CREEK LOOKOUT
 TN0788  PID         -  TN0788
 TN0788  STATE/COUNTY-  MT/FLATHEAD
 TN0788  USGS QUAD   -  SKOOKOLEEL CREEK (1994)
 TN0788
 TN0788                         *CURRENT SURVEY CONTROL
 TN0788  ___________________________________________________________________
 TN0788* NAD 83(1992)-  48 34 49.13321(N)    114 16 29.83089(W)     ADJUSTED  
 TN0788* NAVD 88     -                                                        
 TN0788  ___________________________________________________________________
 TN0788  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 TN0788  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 TN0788
 TN0788  HORZ ORDER  -  THIRD
 TN0788
 TN0788.The horizontal coordinates were established by classical geodetic methods
 TN0788.and adjusted by the National Geodetic Survey in July 1992..
 TN0788
 TN0788
 TN0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0788
 TN0788.The geoid height was determined by GEOID03.
 TN0788
 TN0788;                    North         East     Units Scale Factor Converg.
 TN0788;SPC MT       -   491,935.079   247,981.395   MT  0.99976945   -3 29 34.4
 TN0788;SPC MT       - 1,613,960.23    813,587.25   iFT  0.99976945   -3 29 34.4
 TN0788;UTM  11      - 5,384,388.290   700,976.683   MT  1.00009627   +2 02 38.9
 TN0788
 TN0788                          SUPERSEDED SURVEY CONTROL
 TN0788
 TN0788  NAD 83(1986)-  48 34 49.14419(N)    114 16 29.82548(W) AD(       ) 4
 TN0788  NAD 27      -  48 34 49.25363(N)    114 16 26.33481(W) AD(       ) 3
 TN0788
 TN0788.Superseded values are not recommended for survey control.
 TN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0788.See file dsdata.txt to determine how the superseded data were derived.
 TN0788
 TN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0097784388(NAD 83)
 TN0788
 TN0788  HISTORY     - Date     Condition        Report By
 TN0788  HISTORY     - UNK      MONUMENTED
 TN0788  HISTORY     - 1966     SEE DESCRIPTION  USGS
 TN0788  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TN0788
 TN0788                          STATION DESCRIPTION
 TN0788
 TN0788'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TN0788'THE LOOKOUT HAS BEEN ABANDONED AND DESTROYED.
 TN0788
 TN0788                          STATION RECOVERY (1967)
 TN0788
 TN0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TN0788'THE STATION HAS BEEN DESTROYED.  THIS LOOKOUT TOWER WAS
 TN0788'INTENTIONALLY DESTROYED IN THE 1940S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0607 ***********************************************************************
 TH0607  DESIGNATION -  BIG ENOUGH
 TH0607  PID         -  TH0607
 TH0607  STATE/COUNTY-  MT/RICHLAND
 TH0607  USGS QUAD   -  THREE BUTTES (1989)
 TH0607
 TH0607                         *CURRENT SURVEY CONTROL
 TH0607  ___________________________________________________________________
 TH0607* NAD 83(1996)-  48 01 54.22130(N)    104 25 32.83225(W)     ADJUSTED  
 TH0607* NAVD 88     -       780.3    (meters)    2560.     (feet)  VERTCON   
 TH0607  ___________________________________________________________________
 TH0607  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 TH0607  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0607
 TH0607  HORZ ORDER  -  FIRST
 TH0607
 TH0607.The horizontal coordinates were established by classical geodetic methods
 TH0607.and adjusted by the National Geodetic Survey in January 1998..
 TH0607
 TH0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0607
 TH0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0607
 TH0607.The geoid height was determined by GEOID03.
 TH0607
 TH0607;                    North         East     Units Scale Factor Converg.
 TH0607;SPC MT       -   432,470.451   977,998.373   MT  0.99955127   +3 42 42.5
 TH0607;SPC MT       - 1,418,866.31  3,208,656.08   iFT  0.99955127   +3 42 42.5
 TH0607;UTM  13      - 5,319,986.176   542,807.382   MT  0.99962252   +0 25 37.0
 TH0607
 TH0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0607!SPC MT       -   0.99988049  x   0.99955127  =   0.99943182
 TH0607!UTM  13      -   0.99988049  x   0.99962252  =   0.99950306
 TH0607
 TH0607|---------------------------------------------------------------------|
 TH0607| PID    Reference Object                     Distance      Geod. Az  |
 TH0607|                                                           dddmmss.s |
 TH0607| CQ7049 BIG ENOUGH RM 1                      12.357 METERS 15853     |
 TH0607| CQ7050 BIG ENOUGH RM 2                      18.648 METERS 21107     |
 TH0607| CQ7048 BIG ENOUGH AZ MK                                   2273116.5 |
 TH0607|---------------------------------------------------------------------|
 TH0607
 TH0607                          SUPERSEDED SURVEY CONTROL
 TH0607
 TH0607  NAD 83(1992)-  48 01 54.22118(N)    104 25 32.83170(W) AD(       ) 1
 TH0607  NAD 83(1986)-  48 01 54.22045(N)    104 25 32.82861(W) AD(       ) 1
 TH0607  NAD 27      -  48 01 54.15190(N)    104 25 31.00314(W) AD(       ) 1
 TH0607  NGVD 29 (07/19/86)  779.7    (m)         2558.     (f) VERT ANG       
 TH0607
 TH0607.Superseded values are not recommended for survey control.
 TH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0607.See file dsdata.txt to determine how the superseded data were derived.
 TH0607
 TH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP4280719986(NAD 83)
 TH0607_MARKER: DS = TRIANGULATION STATION DISK
 TH0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0607+STABILITY: SURFACE MOTION
 TH0607
 TH0607  HISTORY     - Date     Condition        Report By
 TH0607  HISTORY     - 1948     MONUMENTED       CGS
 TH0607  HISTORY     - 1968     GOOD             USGS
 TH0607
 TH0607                          STATION DESCRIPTION
 TH0607
 TH0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0607'THE STATION IS 9-1/2 MILES SOUTHEAST OF CULBERTSON, NEAR THE SOUTH
 TH0607'CENTER OF SEC. 1, T. 26 N., R. 56 E., ON THE HIGHEST POINT OF THE
 TH0607'MOST PROMINENT AND MIDDLE ONE OF THREE BUTTES.  IT IS 6 FEET WEST
 TH0607'OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 TH0607'STAMPED BIG ENOUGH 1948.
 TH0607'
 TH0607'REFERENCE MARK NO. 1 IS 36.66 FEET SOUTHEAST OF THE STATION, AND
 TH0607'ABOUT 10 FEET BELOW THE ELEVATION OF THE STATION.  THE ROCK IS FLUSH
 TH0607'WITH THE GROUND AND THE DISK IS STAMPED BIG ENOUGH NO 1 1948.
 TH0607'
 TH0607'REFERENCE MARK NO. 2 IS 58.26 FEET SOUTH-SOUTHWEST OF THE STATION,
 TH0607'AND ABOUT 8 FEET BELOW THE ELEVATION OF THE STATION.  THE ROCK IS
 TH0607'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BIG ENOUGH NO 2
 TH0607'1948.
 TH0607'
 TH0607'THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION.  IT IS 26 FEET
 TH0607'EAST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD, 16 FEET EAST
 TH0607'OF THE EAST GATEPOST, 5 FEET NORTHEAST OF A WITNESS POST AND 4 FEET
 TH0607'NORTHEAST OF A FENCE.  THE ROCK PROJECTS 4 INCHES AND THE DISK
 TH0607'IS STAMPED BIG ENOUGH 1948.
 TH0607'
 TH0607'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TH0607'HIGHWAY 16 IN CULBERTSON, GO SOUTHEAST ON HIGHWAY 16 FOR 10.90 MILES
 TH0607'TO A SIDE ROAD LEFT, TURN LEFT, AND GO EASTERLY FOR 0.7 MILE TO A
 TH0607'TRACK ROAD LEFT THAT IS FENCED ON BOTH SIDES, TURN LEFT AND GO
 TH0607'NORTH 0.25 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE NORTH
 TH0607'0.55 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT, PASS
 TH0607'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD 0.4 MILE TO A
 TH0607'WINDMILL, BEAR RIGHT AND GO EAST FOR ABOUT 0.5 MILE TO THE SOUTH
 TH0607'SLOPE OF THE BUTTE.  FROM THIS POINT PROCEED ON FOOT UP THE SOUTH
 TH0607'SLOPE OF THE BUTTE TO THE HIGHEST POINT AND THE STATION AS
 TH0607'DESCRIBED.  ABOUT A 5 MINUTE WALK.
 TH0607'
 TH0607'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TH0607
 TH0607                          STATION RECOVERY (1968)
 TH0607
 TH0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TH0607'ALL MARKS FOUND IN GOOD CONDITION.
 TH0607'
 TH0607'FROM JUNCTION OF US HWY 2 AND STATE ROUTE 16 IN NORTH PART OF
 TH0607'CULBERTSON, PROCEED S 11.4 MILES ON HWY 16 TO A T-ROAD EAST, TURN
 TH0607'LEFT (E) 0.7 MILES TO A FIELD ROAD N, TURN N 0.8 MILES TO A GATE
 TH0607'AND AZIMUTH MARK ON E SIDE OF ROAD, GO THRU GATE AND 0.5 MILES TO A
 TH0607'WM, CROSS DTRAIN AND PROCEED E 0.6 MILES TO A FENCE BENEATH CROWN
 TH0607'OF A HILL.  STATION IS ON HIGH POINT OF HILL.  IT IS BEST TO PARK
 TH0607'TRUCK ON SOUTH SLOPE OF HILL.
 TH0607'
 TH0607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES SE OF
 TH0607'CULBERTSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0807 ***********************************************************************
 TN0807  DESIGNATION -  BIG FORK
 TN0807  PID         -  TN0807
 TN0807  STATE/COUNTY-  MT/FLATHEAD
 TN0807  USGS QUAD   -  BIG FORK (1994)
 TN0807
 TN0807                         *CURRENT SURVEY CONTROL
 TN0807  ___________________________________________________________________
 TN0807* NAD 83(1992)-  48 05 30.67554(N)    114 05 16.64047(W)     ADJUSTED  
 TN0807* NAVD 88     -       933.     (meters)    3061.     (feet)  SCALED    
 TN0807  ___________________________________________________________________
 TN0807  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 TN0807  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TN0807
 TN0807  HORZ ORDER  -  SECOND
 TN0807
 TN0807.The horizontal coordinates were established by classical geodetic methods
 TN0807.and adjusted by the National Geodetic Survey in July 1992..
 TN0807
 TN0807.The orthometric height was scaled from a topographic map.
 TN0807
 TN0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0807
 TN0807.The geoid height was determined by GEOID03.
 TN0807
 TN0807;                    North         East     Units Scale Factor Converg.
 TN0807;SPC MT       -   436,907.211   258,572.465   MT  0.99957062   -3 21 22.0
 TN0807;SPC MT       - 1,433,422.61    848,334.86   iFT  0.99957062   -3 21 22.0
 TN0807;UTM  11      - 5,330,611.960   716,829.557   MT  1.00017773   +2 10 04.9
 TN0807
 TN0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0807!SPC MT       -   0.99985626  x   0.99957062  =   0.99942694
 TN0807!UTM  11      -   0.99985626  x   1.00017773  =   1.00003396
 TN0807
 TN0807:                Primary Azimuth Mark                     Grid Az
 TN0807:SPC MT       -  BIG FORK AZ MK                           061 13 48.9
 TN0807:UTM  11      -  BIG FORK AZ MK                           055 42 22.0
 TN0807
 TN0807|---------------------------------------------------------------------|
 TN0807| PID    Reference Object                     Distance      Geod. Az  |
 TN0807|                                                           dddmmss.s |
 TN0807| CH6438 BIG FORK AZ MK                                     0575226.9 |
 TN0807| TM0931 AENEAS                              APPROX.14.0 KM 0631837.7 |
 TN0807| CH6439 BIG FORK RM 1                         9.644 METERS 18712     |
 TN0807| CH6440 BIG FORK RM 2                        18.732 METERS 27237     |
 TN0807|---------------------------------------------------------------------|
 TN0807
 TN0807                          SUPERSEDED SURVEY CONTROL
 TN0807
 TN0807  NAD 83(1986)-  48 05 30.68784(N)    114 05 16.62823(W) AD(       ) 2
 TN0807  NAD 27      -  48 05 30.85346(N)    114 05 13.22269(W) AD(       ) 2
 TN0807
 TN0807.Superseded values are not recommended for survey control.
 TN0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0807.See file dsdata.txt to determine how the superseded data were derived.
 TN0807
 TN0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP1683030612(NAD 83)
 TN0807_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0807
 TN0807  HISTORY     - Date     Condition        Report By
 TN0807  HISTORY     - 1939     MONUMENTED       CGS
 TN0807  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TN0807
 TN0807                          STATION DESCRIPTION
 TN0807
 TN0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TN0807'ABOUT 2.0 MILES NORTH OF THE TOWN OF BIG FORK, 1.0 MILE EAST
 TN0807'OF THE TOWN OF HOLT, 1.0 MILE EAST OF THE FLATHEAD RIVER, ON
 TN0807'A SLIGHT RISE WHERE THE SURFACED ROAD FROM BIG FORK TO
 TN0807'CRESTON AND KALISPELL FORMS A FORK WITH THE ROAD TO HOLT AND
 TN0807'SOMERS, IN THE V FORMED BY THE FORK ABOUT 25 FEET WEST OF
 TN0807'CENTER LINE OF PAVED ROAD AND ABOUT 25 FEET EAST OF CENTER
 TN0807'LINE OF GRAVELED ROAD, ABOUT 0.1 MILE NORTH OF THE OLD HOLT
 TN0807'SCHOOL BUILDING, SET IN 10-INCH SQUARE CONCRETE MONUMENT
 TN0807'PROJECTING 6 INCHES, AND IS STAMPED BIG FORK 1939.  A DRIVE
 TN0807'STATION.  THE BAROMETRIC ELEVATION IS 3000 FEET.
 TN0807'
 TN0807'TO REACH FROM BIG FORK, GO NORTH ON THE SURFACED ROAD LEADING
 TN0807'TO CRESTON AND KALISPELL FOR 2.0 MILES TO THE FORK WITH THE
 TN0807'GRAVEL ROAD FROM HOLT.
 TN0807'
 TN0807'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TN0807'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A
 TN0807'AND 11A RESPECTIVELY.  THERE ARE NO WITNESS MARKS.
 TN0807'
 TN0807'REFERENCE MARK NO. 1 IS 1-1/2 FEET NORTHWEST OF THE V FENCE
 TN0807'CORNER, ABOUT 2 FEET HIGHER THAN STATION, IN A 10-INCH SQUARE
 TN0807'CONCRETE MONUMENT PROJECTING 6 INCHES, STAMPED BIG FORK NO. 1
 TN0807'1939.
 TN0807'
 TN0807'REFERENCE MARK NO. 2 IS 2 FEET EAST OF THE FENCE LINE, ABOUT 25
 TN0807'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, ABOUT 6
 TN0807'FEET ABOVE THE STATION LEVEL, IN A 10-INCH SQUARE CONCRETE
 TN0807'MONUMENT PROJECTING 6 INCHES, STAMPED BIG FORK NO. 2 1939.
 TN0807'
 TN0807'AZIMUTH MARK IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT,
 TN0807'STAMPED BIG FORK 1939.
 TN0807'
 TN0807'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 TN0807'GRAVEL ROAD 0.2 MILE, TURN RIGHT (EAST) ONTO ECHO LAKE ROAD,
 TN0807'GO 0.4 MILE TO THE MARK ON THE RIGHT SIDE OF THE ROAD, 1-1/2
 TN0807'FEET NORTH OF THE FENCE LINE, ABOUT 50 FEET BELOW STATION
 TN0807'LEVEL.
 TN0807'
 TN0807'A 4-INCH SQUARE WOODEN POST PAINTED WHITE AND MARKED WITH A
 TN0807'BLACK TRIANGLE, PROJECTING 2 FEET 8 INCHES, IS SET 4 FEET
 TN0807'8 INCHES WEST-SOUTHWEST OF STATION.
 TN0807'
 TN0807'ALL OBJECTS ARE VISIBLE FROM A 4-FOOT STAND.
 TN0807'
 TN0807'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 TN0807
 TN0807                          STATION RECOVERY (1956)
 TN0807
 TN0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 TN0807'THE STATION MARK, STAMPED BIG FORK 1939, REFERENCE MARK ONE,
 TN0807'STAMPED BIG FORK NO 1 1939, AND REFERENCE MARK TWO, STAMPED
 TN0807'BIG FORK NO 2 1939, WERE RECOVERED IN GOOD CONDITION.  THE
 TN0807'AZIMUTH MARK COULD NOT BE FOUND.  THE DESCRIBED FENCE HAS
 TN0807'BEEN REMOVED AND THE FIELD IS CULTIVATED UP TO THE EDGE OF THE
 TN0807'DITCH.  THE MARK WAS PROBABLY DESTROYED BY CULTIVATION.
 TN0807'
 TN0807'THE ORIGINAL DESCRIPTION IS COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0304 ***********************************************************************
 QU0304  DESIGNATION -  BIG HILL
 QU0304  PID         -  QU0304
 QU0304  STATE/COUNTY-  MT/CARTER
 QU0304  USGS QUAD   -  BEAVER FLATS SOUTH (1993)
 QU0304
 QU0304                         *CURRENT SURVEY CONTROL
 QU0304  ___________________________________________________________________
 QU0304* NAD 83(1996)-  45 49 47.06130(N)    104 43 21.25010(W)     ADJUSTED  
 QU0304* NAVD 88     -      1204.0    (meters)    3950.     (feet)  VERTCON   
 QU0304  ___________________________________________________________________
 QU0304  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 QU0304  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 QU0304
 QU0304  HORZ ORDER  -  FIRST
 QU0304
 QU0304.The horizontal coordinates were established by classical geodetic methods
 QU0304.and adjusted by the National Geodetic Survey in January 1998..
 QU0304
 QU0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0304
 QU0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0304
 QU0304.The geoid height was determined by GEOID03.
 QU0304
 QU0304;                    North         East     Units Scale Factor Converg.
 QU0304;SPC MT       -   186,874.459   970,831.744   MT  0.99960344   +3 29 41.0
 QU0304;SPC MT       -   613,105.18  3,185,143.52   iFT  0.99960344   +3 29 41.0
 QU0304;UTM  13      - 5,075,168.057   521,547.880   MT  0.99960571   +0 11 56.4
 QU0304
 QU0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0304!SPC MT       -   0.99981377  x   0.99960344  =   0.99941728
 QU0304!UTM  13      -   0.99981377  x   0.99960571  =   0.99941955
 QU0304
 QU0304:                Primary Azimuth Mark                     Grid Az
 QU0304:SPC MT       -  BIG HILL AZ MK                           128 04 28.2
 QU0304:UTM  13      -  BIG HILL AZ MK                           131 22 12.8
 QU0304
 QU0304|---------------------------------------------------------------------|
 QU0304| PID    Reference Object                     Distance      Geod. Az  |
 QU0304|                                                           dddmmss.s |
 QU0304| CQ7051 BIG HILL AZ MK                                     1313409.2 |
 QU0304| CQ7052 BIG HILL RM 1                        19.833 METERS 17226     |
 QU0304| CQ7053 BIG HILL RM 2                        12.863 METERS 24535     |
 QU0304|---------------------------------------------------------------------|
 QU0304
 QU0304                          SUPERSEDED SURVEY CONTROL
 QU0304
 QU0304  NAD 83(1992)-  45 49 47.06124(N)    104 43 21.25053(W) AD(       ) 1
 QU0304  NAD 83(1986)-  45 49 47.03823(N)    104 43 21.23158(W) AD(       ) 1
 QU0304  NAD 27      -  45 49 47.04200(N)    104 43 19.38100(W) AD(       ) 1
 QU0304  NGVD 29 (07/19/86) 1203.4    (m)         3948.     (f) VERT ANG       
 QU0304
 QU0304.Superseded values are not recommended for survey control.
 QU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0304.See file dsdata.txt to determine how the superseded data were derived.
 QU0304
 QU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL2154875168(NAD 83)
 QU0304_MARKER: DS = TRIANGULATION STATION DISK
 QU0304_SETTING: 0 = UNSPECIFIED SETTING
 QU0304
 QU0304  HISTORY     - Date     Condition        Report By
 QU0304  HISTORY     - 1949     MONUMENTED       CGS
 QU0304  HISTORY     - 1964     GOOD             USGS
 QU0304  HISTORY     - 1976     GOOD             NGS
 QU0304
 QU0304                          STATION DESCRIPTION
 QU0304
 QU0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0304'THE STATION IS ON A HIGH PROMINENT LONE BUTTE THAT IS ABOUT
 QU0304'8-1/2 MILES SOUTHWEST OF THE TOWN OF EKALAKA, 19 MILES NORTHEAST
 QU0304'OF THE POWDERVILLE POST OFFICE, AND ABOUT 39 MILES SOUTHEAST
 QU0304'OF THE MIZPAH POST OFFICE.
 QU0304'
 QU0304'THE STATION CAN BE REACHED FROM THE BANK IN EKALAKA BY GOING
 QU0304'WEST ON THE STREET JUST SOUTH OF THE BANK FOR 2.1 MILES TO
 QU0304'A ROAD TO THE RIGHT AND A SIGN MILES CITY 79.  CONTINUE WESTERLY
 QU0304'ON THE MAIN GRADED ROAD FOR 7.7 MILES TO A CROSSROAD AND A
 QU0304'SCHOOL ON THE NORTHWEST CORNER.  TURN LEFT AND GO SOUTH FOR
 QU0304'3.6 MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT, EAST,
 QU0304'THROUGH THE GATE AND FOLLOW THE TRACK ROAD 0.7 MILE TO A FORK.
 QU0304'TAKE THE LEFT FORK AND GO 0.15 MILE TO ANOTHER FORK.  TAKE
 QU0304'THE RIGHT FORK FOR 0.2 MILE TO A SCHOOL ON THE LEFT.  PASS
 QU0304'TO THE SOUTH OF THE SCHOOL AND CONTINUE ON THE ROAD FOR 0.35
 QU0304'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.3 MILE TO A
 QU0304'GATE.  PASS THROUGH THE GATE, TURN RIGHT AND GO WESTERLY
 QU0304'ALONG THE CREST OF A SMALL RIDGE FOR 0.6 MILE TO THE BASE
 QU0304'OF THE MAIN PART OF THE HILL.  BEAR RIGHT ABOUT 100 YARDS
 QU0304'TO A SMALL DRAW.  GO UP THE DRAW TO THE CREST OF THE RIDGE AND
 QU0304'TURN RIGHT ALONG THE RIDGE TO THE PLATEAU.  THE STATION IS
 QU0304'APPROXIMATELY IN THE CENTER OF THE TOP OF THE HILL.
 QU0304'
 QU0304'THE AZIMUTH MARK CAN BE REACHED FROM THE LAST GATE MENTIONED
 QU0304'IN THE DESCRIPTION ABOVE BY GOING SOUTH ON THE TRACK ROAD FOR
 QU0304'0.8 MILE TO A RANCH.  FROM THE RANCH THE MARK IS ABOUT 150 YARDS
 QU0304'SOUTHEAST AS DESCRIBED BELOW.
 QU0304'
 QU0304'THE STATION MARK, STAMPED BIG HILL 1949, IS A STANDARD STATION
 QU0304'MARK DISK THAT IS BRAZED TO THE TOP OF A 2 INCH IRON SOIL PIPE
 QU0304'THAT PROJECTS FROM THE GROUND ABOUT 6 INCHES.  IT IS ABOUT
 QU0304'14 FEET SOUTHWEST OF A WITNESS POST AND ABOUT 100 FEET SOUTH OF A
 QU0304'FENCE.
 QU0304'
 QU0304'REFERENCE MARK NUMBER 1, STAMPED BIG HILL NO 1 1949, IS A
 QU0304'STANDARD REFERENCE MARK DISK THAT IS BRAZED TO THE TOP OF A
 QU0304'2 INCH IRON SOIL PIPE THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 QU0304'GROUND.
 QU0304'
 QU0304'REFERENCE MARK NUMBER 2, STAMPED BIG HILL NO 2 1949, IS A
 QU0304'STANDARD REFERENCE MARK DISK THAT IS BRAZED TO THE TOP OF
 QU0304'A 2 INCH IRON SOIL PIPE THAT PROJECTS FROM THE GROUND ABOUT 6
 QU0304'INCHES.
 QU0304'
 QU0304'THE AZIMUTH MARK, STAMPED BIG HILL 1949, IS A STANDARD REFERENCE
 QU0304'MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE
 QU0304'POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 QU0304'1 FOOT NORTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, AND
 QU0304'49 FEET WEST OF A NORTHEAST FENCE CORNER.
 QU0304
 QU0304                          STATION RECOVERY (1964)
 QU0304
 QU0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QU0304'FROM THE INTERSECTION OF STATE HIGHWAY 7 AND THE EAST OF
 QU0304'MAIN STREET IN EKALAKA, PROCEED WEST ON MAIN STREET 0.1 MILE
 QU0304'TO A STREET JUST WEST OF THE BANK, TURN RIGHT AND FOLLOW
 QU0304'ROAD NORTH AND WEST FOR 1.6 MILES TO ROAD FORK, TAKE
 QU0304'LEFT FORK (WEST) FOR 7.1 MILES TO CROSS-ROADS, (THIS X-RD IS
 QU0304'JUST WEST OF SMALL RISE IN THE ROAD), TURN LEFT (SOUTH) AND
 QU0304'FOLLOW GRADED ROAD 3.0 MILES TO WIRE GATE IN E-W FENCE, PASS
 QU0304'THROUGH GATE AND FOLLOW TRACK ROAD 0.15 MILE TO ROAD FORK,
 QU0304'TAKE LEFT FORK FOR 0.45 MILE TO WIRE GATE IN E-W FENCE, PASS
 QU0304'THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.05 MILE TO A
 QU0304'REVERSE Y-ROAD, TURN SHARP RIGHT (WEST) AND FOLLOW TRACK
 QU0304'ROAD FOR 0.15 MILE TO TRACK ROAD ON THE LEFT, TURN SHARP
 QU0304'LEFT AND FOLLOW TRACK ROAD LEADING UP DRAW FOR 0.4 MILE TO
 QU0304'TOP OF SMALL RIDGE, TURN RIGHT AND FOLLOW ROAD ALONG TOP OF RIDGE TO
 QU0304'TOP OF BIG HILL 0.2 MILE TO STATION.  STATION IS ABOUT 150
 QU0304'FEET NW OF TV ANTENNA AND SMALL HOUSE.
 QU0304
 QU0304                          STATION RECOVERY (1976)
 QU0304
 QU0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 QU0304'THE STATION MARK, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION
 QU0304'AS DESCRIBED IN 1949.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT
 QU0304'THIS TIME.  THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH THE
 QU0304'STATION.  THE STATION MARK WAS USED AS A CHECK ANGLE FOR EKALAKA
 QU0304'E. BASE 1949.
 QU0304'
 QU0304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES SW OF
 QU0304'EKALAKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0984 ***********************************************************************
 SU0984  DESIGNATION -  BIG HOLE
 SU0984  PID         -  SU0984
 SU0984  STATE/COUNTY-  MT/SANDERS
 SU0984  USGS QUAD   -  BIG HOLE PEAK (1964)
 SU0984
 SU0984                         *CURRENT SURVEY CONTROL
 SU0984  ___________________________________________________________________
 SU0984* NAD 83(1992)-  47 36 22.03312(N)    115 04 32.93311(W)     ADJUSTED  
 SU0984* NAVD 88     -      2123.5    (meters)    6967.     (feet)  VERTCON   
 SU0984  ___________________________________________________________________
 SU0984  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 SU0984  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SU0984
 SU0984  HORZ ORDER  -  FIRST
 SU0984
 SU0984.The horizontal coordinates were established by classical geodetic methods
 SU0984.and adjusted by the National Geodetic Survey in July 1992..
 SU0984
 SU0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU0984
 SU0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0984
 SU0984.The geoid height was determined by GEOID03.
 SU0984
 SU0984;                    North         East     Units Scale Factor Converg.
 SU0984;SPC MT       -   387,832.386   181,331.451   MT  0.99944629   -4 04 43.4
 SU0984;SPC MT       - 1,272,415.96    594,919.46   iFT  0.99944629   -4 04 43.4
 SU0984;UTM  11      - 5,274,317.443   644,622.286   MT  0.99985703   +1 25 16.7
 SU0984
 SU0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0984!SPC MT       -   0.99966972  x   0.99944629  =   0.99911619
 SU0984!UTM  11      -   0.99966972  x   0.99985703  =   0.99952680
 SU0984
 SU0984:                Primary Azimuth Mark                     Grid Az
 SU0984:SPC MT       -  BIG HOLE                                 121 31 10.5
 SU0984:UTM  11      -  BIG HOLE                                 116 01 10.4
 SU0984
 SU0984|---------------------------------------------------------------------|
 SU0984| PID    Reference Object                     Distance      Geod. Az  |
 SU0984|                                                           dddmmss.s |
 SU0984| CH6443 BIG HOLE                                           1172627.1 |
 SU0984| CH6446 BIG HOLE                                           1172627.6 |
 SU0984| CH6445 BIG HOLE RM 2                         5.880 METERS 13631     |
 SU0984| SU1000 CAMELS HUMP LOOKOUT TOWER           APPROX.29.5 KM 1931434.2 |
 SU0984| SU0987 PRISCILLA PEAK LOOKOUT HOUSE        APPROX.11.1 KM 3251200.7 |
 SU0984| CH6444 BIG HOLE RM 1                         4.550 METERS 34600     |
 SU0984| SU0982 BORDER PEAK LOOKOUT TOWER           APPROX.33.3 KM 3495734.5 |
 SU0984|---------------------------------------------------------------------|
 SU0984
 SU0984                          SUPERSEDED SURVEY CONTROL
 SU0984
 SU0984  NAD 83(1986)-  47 36 22.03982(N)    115 04 32.92346(W) AD(       ) 1
 SU0984  NAD 27      -  47 36 22.26523(N)    115 04 29.40942(W) AD(       ) 1
 SU0984  NGVD 29 (07/19/86) 2122.3    (m)         6963.     (f) VERT ANG       
 SU0984
 SU0984.Superseded values are not recommended for survey control.
 SU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0984.See file dsdata.txt to determine how the superseded data were derived.
 SU0984
 SU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN4462274317(NAD 83)
 SU0984_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU0984_SETTING: 66 = SET IN ROCK OUTCROP
 SU0984_SP_SET: SET IN A ROCK LEDGE
 SU0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0984+STABILITY: POSITION/ELEVATION WELL
 SU0984
 SU0984  HISTORY     - Date     Condition        Report By
 SU0984  HISTORY     - 1940     MONUMENTED       CGS
 SU0984  HISTORY     - 1964     GOOD             USGS
 SU0984  HISTORY     - 1968     GOOD             CGS
 SU0984
 SU0984                          STATION DESCRIPTION
 SU0984
 SU0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0984'THE STATION IS ON THE HIGHEST POINT OF BIG HOLE PEAK WHICH
 SU0984'IS THE HIGHEST IN THE VICINITY AND THE FIRST PEAK W (0.3 MILE)
 SU0984'OF BIG HOLE LOOKOUT HOUSE AND ABOUT 13 MILES E OF THOMPSON
 SU0984'FALLS AND ABOUT 14-1/2 MILES NW OF PLAINS.  THE TOP OF THE PEAK
 SU0984'HAS A FEW LOW TREES TO THE W AND A VERY SHARP BLUFF TO THE N
 SU0984'AND E.
 SU0984'
 SU0984'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 SU0984'HOLE IN OUTCROPPING BEDROCK AND ABOUT 8 FEET W OF THE E EDGE
 SU0984'OF BLUFF, FLUSH WITH THE GROUND.  IT IS STAMPED BIG HOLE 1940.
 SU0984'
 SU0984'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN
 SU0984'A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 1 FOOT W OF THE
 SU0984'E EDGE OF BLUFF, FLUSH WITH THE GROUND, 1 FOOT BELOW THE
 SU0984'STATION.  IT IS STAMPED BIG HOLE NO. 1, 1940.
 SU0984'
 SU0984'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 SU0984'DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 1 FOOT W OF THE E
 SU0984'EDGE OF BLUFF, FLUSH WITH THE GROUND, 1 FOOT BELOW THE STATION.
 SU0984'IT IS STAMPED BIG HOLE NO. 2, 1940.
 SU0984'
 SU0984'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK SET IN
 SU0984'OUTCROPPING BEDROCK, 10 FEET W OF THE W SIDE OF BIG HOLE
 SU0984'LOOKOUT HOUSE, FLUSH WITH THE GROUND.  IT IS STAMPED BIG HOLE.
 SU0984'
 SU0984'THE STATION IS REACHED FROM THE POST OFFICE IN PLAINS BY GOING
 SU0984'W ON STATE HIGHWAY 3 FOR 7.3 MILES TO WHITE SCHOOLHOUSE ON THE
 SU0984'LEFT (S).  CONTINUE W FOR 0.35 MILE TO A DIRT ROAD LEADING
 SU0984'RIGHT (N).  TURN N ONTO THIS DIRT ROAD AND GO 0.2 MILE TO MR.
 SU0984'P. GRAYS BARN WHICH IS THE END OF TRUCK TRAVEL.  FROM HERE PACK
 SU0984'N ALONG THE W SIDE OF MEADOW ON A TRACK ROAD AND THEN A TRAIL
 SU0984'THROUGH THE WOODS FOR ABOUT 2 MILES TO A FORK IN THE TRAILS.
 SU0984'TAKE CENTER FORK TRAIL WHICH IS NO. 368 AND POSTED BIG HOLE
 SU0984'LOOKOUT 6-1/2 MILES AND FOLLOW THIS WELL TRAVELED AND MARKED
 SU0984'TRAIL TO TOP OF MOUNTAIN AT THE LOOKOUT HOUSE.  CONTINUE W
 SU0984'ALONG TOP OF RIDGE ABOUT 0.3 MILE TO THE HIGHEST POINT AND
 SU0984'STATION.  WITH HORSES THE PACK IS ABOUT 4 HOURS AND AFOOT
 SU0984'ABOUT 5 HOURS.  THE TRAIL IS AN EASY GRADE THROUGHOUT.
 SU0984'
 SU0984'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 SU0984
 SU0984                          STATION RECOVERY (1964)
 SU0984
 SU0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0984'STATION MARK - - STANDARD USC AND GS DISK, STAMPED--- BIG
 SU0984'HOLE 1940 ---, CEMENTED IN LEDGE ROCK.
 SU0984
 SU0984                          STATION RECOVERY (1968)
 SU0984
 SU0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LBG)
 SU0984'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 SU0984'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND THE DIRECTION TO THE
 SU0984'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1940 OBSERVATIONS.
 SU0984'A COMPLETE NEW DESCRIPTION FOLLOWS.
 SU0984'
 SU0984'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTHWEST OF PLAINS, 13
 SU0984'MILES EAST OF THOMPSON FALLS ON THE HIGHEST POINT OF BIG HOLE PEAK
 SU0984'WHICH IS THE NEXT PEAK WEST OF THE BIG HOLE LOOKOUT HOUSE.
 SU0984'
 SU0984'TO REACH THE STATION FROM THE POST OFFICE IN PLAINS, GO WEST ON
 SU0984'U. S. HIGHWAY 10 A AND MONTANA STATE HIGHWAY 200 FOR 7.75 MILES TO A
 SU0984'SIDE ROAD RIGHT AND SIGN WEEKSVILLE CREEK ROAD.  TURN RIGHT AND GO
 SU0984'NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO A FORK.  TAKE THE LEFT
 SU0984'FORK AND GO NORTHERLY ON THE MAIN ROAD FOR 3.3 MILES TO A FORK,
 SU0984'KEEP THE LEFT FORK AS PER SIGN BIG HOLE LOOKOUT 12, AND GO
 SU0984'NORTHWESTERLY ON THE MAIN TRAVELED ROAD FOR 10.5 MILES TO A SIGN
 SU0984'BIG HOLE LOOKOUT TRAIL NO 368, AND END OF TRUCK TRAVEL.  HERE PACK
 SU0984'WESTERLY AND NORTHERLY ON A WELL MARKED TRAIL FOR 2 MILES TO
 SU0984'A FORK IN THE TRAIL AND SIGN BIG HOLE LOOKOUT 0.2 MILE.  TAKE THE
 SU0984'LEFT FORK UP HILL TO THE LOOKOUT HOUSE AND THE U. S. GEOLOGICAL
 SU0984'SURVEY BENCH MARK THAT WAS USED FOR AN AZIMUTH MARK.  HERE PACK
 SU0984'WESTERLY ON TRAIL NO 371 FOR 0.3 MILE TO THE TOP OF THE NEXT
 SU0984'PEAK TO THE WEST AND THE STATION.  A THREE HOUR PACK ON A GOOD
 SU0984'TRAIL.
 SU0984'
 SU0984'THE STATION MARK IS A STANDARD DISK STAMPED BIG HOLE 1940, CEMENTED
 SU0984'IN A DRILL HOLE IN OUTCROPPING BED ROCK THAT IS FLUSH WITH THE
 SU0984'GROUND SURFACE.  IT IS ABOUT 8 FEET WEST OF THE EAST EDGE OF THE
 SU0984'BLUFF.
 SU0984'
 SU0984'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BIG HOLE NO 1 1940,
 SU0984'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 SU0984'THE GROUND SURFACE.  IT IS 1 FOOT WEST OF THE EAST EDGE OF THE
 SU0984'BLUFF AND ABOUT 1 FOOT LOWER THAN THE STATION.
 SU0984'
 SU0984'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BIG HOLE NO 2 1940,
 SU0984'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 SU0984'THE GROUND SURFACE.  IT IS 1 FOOT WEST OF THE EAST EDGE OF THE
 SU0984'BLUFF AND 1 FOOT LOWER THAN THE STATION.
 SU0984'
 SU0984'THE AZIMUTH MARK IS A U. S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 SU0984'BIG HOLE, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 SU0984'FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET NORTHWEST OF THE
 SU0984'SOUTHWEST CORNER OF THE BIG HOLE LOOKOUT HOUSE.
 SU0984'
 SU0984'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES EAST OF
 SU0984'THOMPSON FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0563 ***********************************************************************
 QY0563  DESIGNATION -  BIG HOLE
 QY0563  PID         -  QY0563
 QY0563  STATE/COUNTY-  MT/SILVER BOW
 QY0563  USGS QUAD   -  MELROSE (1988)
 QY0563
 QY0563                         *CURRENT SURVEY CONTROL
 QY0563  ___________________________________________________________________
 QY0563* NAD 83(1992)-  45 42 52.65670(N)    112 43 34.90327(W)     ADJUSTED  
 QY0563* NAVD 88     -      1772.0    (meters)    5814.     (feet)  VERTCON   
 QY0563  ___________________________________________________________________
 QY0563  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 QY0563  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 QY0563
 QY0563  HORZ ORDER  -  SECOND
 QY0563
 QY0563.The horizontal coordinates were established by classical geodetic methods
 QY0563.and adjusted by the National Geodetic Survey in July 1992..
 QY0563
 QY0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0563
 QY0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0563
 QY0563.The geoid height was determined by GEOID03.
 QY0563
 QY0563;                    North         East     Units Scale Factor Converg.
 QY0563;SPC MT       -   167,943.299   348,953.493   MT  0.99964629   -2 21 36.4
 QY0563;SPC MT       -   550,995.08  1,144,860.54   iFT  0.99964629   -2 21 36.4
 QY0563;UTM  12      - 5,063,790.658   365,638.722   MT  0.99982195   -1 14 09.7
 QY0563
 QY0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0563!SPC MT       -   0.99972413  x   0.99964629  =   0.99937052
 QY0563!UTM  12      -   0.99972413  x   0.99982195  =   0.99954613
 QY0563
 QY0563:                Primary Azimuth Mark                     Grid Az
 QY0563:SPC MT       -  BIG HOLE AZ MK                           056 32 12.8
 QY0563:UTM  12      -  BIG HOLE AZ MK                           055 24 46.1
 QY0563
 QY0563|---------------------------------------------------------------------|
 QY0563| PID    Reference Object                     Distance      Geod. Az  |
 QY0563|                                                           dddmmss.s |
 QY0563| CN3976 BIG HOLE AZ MK                                     0541036.4 |
 QY0563| CN3977 BIG HOLE RM 1                         8.671 METERS 07026     |
 QY0563| CN3978 BIG HOLE RM 2                         9.281 METERS 16021     |
 QY0563|---------------------------------------------------------------------|
 QY0563
 QY0563                          SUPERSEDED SURVEY CONTROL
 QY0563
 QY0563  NAD 83(1986)-  45 42 52.65619(N)    112 43 34.90110(W) AD(       ) 2
 QY0563  NAD 27      -  45 42 52.92300(N)    112 43 31.80200(W) AD(       ) 2
 QY0563  NGVD 29 (07/19/86) 1770.7    (m)         5809.     (f) VERT ANG       
 QY0563
 QY0563.Superseded values are not recommended for survey control.
 QY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0563.See file dsdata.txt to determine how the superseded data were derived.
 QY0563
 QY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6563963791(NAD 83)
 QY0563_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QY0563
 QY0563  HISTORY     - Date     Condition        Report By
 QY0563  HISTORY     - 1956     MONUMENTED       CGS
 QY0563  HISTORY     - 1967     SEE DESCRIPTION  LOCENG
 QY0563
 QY0563                          STATION DESCRIPTION
 QY0563
 QY0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0563'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF MELROSE, 3
 QY0563'MILES SOUTH OF DIVIDE, 0.35 MILE WEST OF U.S. HIGHWAY 91, 48
 QY0563'FEET NORTH OF THE CENTER OF A TRACK ROAD, 8 FEET EAST-SOUTHEAST
 QY0563'OF A WHITE 4 IN X 4 IN WITNESS POST, AND ON THE SUMMIT OF A
 QY0563'GRASSY AND GRAVEL-COVERED DOME SHAPED HILL THAT OVERLOOKS
 QY0563'THE BIG HOLE RIVER TO THE WEST.
 QY0563'
 QY0563'TO REACH THE STATION FROM THE RAILROAD STATION IN MELROSE,
 QY0563'GO NORTHERLY ON U.S. HIGHWAY 91 FOR 6.6 MILES TO THE SUMMIT OF
 QY0563'THE SECOND NOTICABLE HIGHWAY PASS, AND THE AZIMUTH MARK AS
 QY0563'DESCRIBED BELOW, TURN LEFT (SOUTHWEST) AND FOLLOW A TRACK ROAD
 QY0563'FOR 0.35 MILE TO THE SUMMIT OF THE HILL AND STATION.
 QY0563'
 QY0563'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QY0563'BIG HOLE 1956.
 QY0563'
 QY0563'REFERENCE MARK 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QY0563'BIG HOLE NO 1 1956.
 QY0563'
 QY0563'REFERENCE MARK 2 IS 18 FEET NORTH OF THE CENTER OF THE TRACK
 QY0563'ROAD.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QY0563'BIG HOLE NO 2 1956.
 QY0563'
 QY0563'THE AZIMUTH MARK IS 129 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QY0563'70 FEET NORTH OF THE CENTER OF THE TRACK ROAD, AND 4 FEET WEST
 QY0563'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4
 QY0563'INCHES, AND THE DISK IS STAMPED BIG HOLE 1956.
 QY0563
 QY0563                          STATION RECOVERY (1967)
 QY0563
 QY0563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (KRG)
 QY0563'RECOVERED BY HARRY P. JONES AND ASSOC.
 QY0563'
 QY0563'BIG HOLE-GOOD
 QY0563'
 QY0563'AZ MK-GOOD
 QY0563'
 QY0563'R.M. 1 AND R.M. 2-GOOD
 QY0563'
 QY0563'YOU CANNOT DRIVE TO STATION - NEW FENCE ON ACROSS ROAD NEAR HIGHWAY
 QY0563'WITH NO GATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0983 ***********************************************************************
 SU0983  DESIGNATION -  BIG HOLE LOOKOUT HOUSE
 SU0983  PID         -  SU0983
 SU0983  STATE/COUNTY-  MT/SANDERS
 SU0983  USGS QUAD   -  BIG HOLE PEAK (1964)
 SU0983
 SU0983                         *CURRENT SURVEY CONTROL
 SU0983  ___________________________________________________________________
 SU0983* NAD 83(1992)-  47 36 15.15640(N)    115 04 13.26059(W)     ADJUSTED  
 SU0983* NAVD 88     -                                                        
 SU0983  ___________________________________________________________________
 SU0983  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 SU0983  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SU0983
 SU0983  HORZ ORDER  -  THIRD
 SU0983
 SU0983.The horizontal coordinates were established by classical geodetic methods
 SU0983.and adjusted by the National Geodetic Survey in July 1992..
 SU0983
 SU0983
 SU0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0983
 SU0983.The geoid height was determined by GEOID03.
 SU0983
 SU0983;                    North         East     Units Scale Factor Converg.
 SU0983;SPC MT       -   387,591.464   181,725.993   MT  0.99944594   -4 04 29.0
 SU0983;SPC MT       - 1,271,625.54    596,213.89   iFT  0.99944594   -4 04 29.0
 SU0983;UTM  11      - 5,274,115.363   645,038.274   MT  0.99985851   +1 25 31.1
 SU0983
 SU0983                          SUPERSEDED SURVEY CONTROL
 SU0983
 SU0983  NAD 83(1986)-  47 36 15.16334(N)    115 04 13.25435(W) AD(       ) 4
 SU0983  NAD 27      -  47 36 15.36859(N)    115 04 09.68380(W) AD(       ) 3
 SU0983
 SU0983.Superseded values are not recommended for survey control.
 SU0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0983.See file dsdata.txt to determine how the superseded data were derived.
 SU0983
 SU0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN4503874115(NAD 83)
 SU0983_MARKER: 73 = LOOKOUT HOUSE
 SU0983
 SU0983  HISTORY     - Date     Condition        Report By
 SU0983  HISTORY     - 1940     FIRST OBSERVED   USFS
 SU0983  HISTORY     - 1980     GOOD             NGS
 SU0983
 SU0983                          STATION DESCRIPTION
 SU0983
 SU0983'DESCRIBED BY US FOREST SERVICE 1940 (ANS)
 SU0983'BIG HOLE PEAK LOOKOUT HOUSE IS ON TOP OF BIG HOLE PEAK, A
 SU0983'TIMBERED HILL BUT BARE AND ROCKY ON ITS VERY TOP, ABOUT 13
 SU0983'MILES E OF THOMPSON FALLS AND ABOUT 14-1/2 MILES NW OF PLAINS
 SU0983'IN CABINET NATIONAL FOREST.  IT IS A U.S.F.S. LOOKOUT HOUSE.
 SU0983'
 SU0983'THE HOUSE IS OF WOOD AND U.S.G.S. STATION BIG HOLE IS 10 FEET
 SU0983'W OF THE W SIDE OF THE HOUSE.  BIG HOLE (U.S.G.S.) WAS USED
 SU0983'AS THE AZIMUTH MARK FOR U.S.C. AND G.S. STATION BIG HOLE
 SU0983'WHICH IS ABOUT 0.3 MILE W OF THE HIGHEST POINT OF BIG HOLE
 SU0983'PEAK.
 SU0983'
 SU0983'THE CENTER OF THE HOUSE WAS CUT IN.
 SU0983
 SU0983                          STATION RECOVERY (1980)
 SU0983
 SU0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SU0983'RECOVERED AS DESCRIBED.  THE U.S. FOREST SERVICE WAS VISITED AND
 SU0983'THEY STATED THAT THE CABIN WAS NOT IN USE BUT HAD NOT BEEN MOVED
 SU0983'SINCE 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0643 ***********************************************************************
 QY0643  DESIGNATION -  BIG HOLE PASS
 QY0643  PID         -  QY0643
 QY0643  STATE/COUNTY-  MT/BEAVERHEAD
 QY0643  USGS QUAD   -  BIG HOLE PASS (1994)
 QY0643
 QY0643                         *CURRENT SURVEY CONTROL
 QY0643  ___________________________________________________________________
 QY0643* NAD 83(1992)-  45 32 28.19208(N)    113 49 35.05638(W)     ADJUSTED  
 QY0643* NAVD 88     -      2208.9    (meters)    7247.     (feet)  VERTCON   
 QY0643  ___________________________________________________________________
 QY0643  LAPLACE CORR-           8.54  (seconds)                    DEFLEC99
 QY0643  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 QY0643
 QY0643  HORZ ORDER  -  THIRD
 QY0643
 QY0643.The horizontal coordinates were established by classical geodetic methods
 QY0643.and adjusted by the National Geodetic Survey in July 1992..
 QY0643
 QY0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0643
 QY0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0643
 QY0643.The geoid height was determined by GEOID03.
 QY0643
 QY0643;                    North         East     Units Scale Factor Converg.
 QY0643;SPC MT       -   152,825.924   262,370.024   MT  0.99971829   -3 09 53.2
 QY0643;SPC MT       -   501,397.39    860,794.04   iFT  0.99971829   -3 09 53.2
 QY0643;SPC ID E     -   431,791.819    70,379.800   MT  1.00015387   -1 11 05.3
 QY0643;UTM  12      - 5,046,955.929   279,344.600   MT  1.00019865   -2 01 05.4
 QY0643
 QY0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0643!SPC MT       -   0.99965584  x   0.99971829  =   0.99937423
 QY0643!SPC ID E     -   0.99965584  x   1.00015387  =   0.99980966
 QY0643!UTM  12      -   0.99965584  x   1.00019865  =   0.99985442
 QY0643
 QY0643                          SUPERSEDED SURVEY CONTROL
 QY0643
 QY0643  NAD 83(1990)-  45 32 28.18831(N)    113 49 35.05266(W) AD(       ) 3
 QY0643  NGVD 29 (04/27/92) 2207.6    (m)         7243.     (f) VERT ANG       
 QY0643
 QY0643.Superseded values are not recommended for survey control.
 QY0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0643.See file dsdata.txt to determine how the superseded data were derived.
 QY0643
 QY0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR7934546956(NAD 83)
 QY0643_MARKER: P = PIPE CAP
 QY0643_SETTING: 0 = UNSPECIFIED SETTING
 QY0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0643
 QY0643  HISTORY     - Date     Condition        Report By
 QY0643  HISTORY     - 1914     MONUMENTED       USGS
 QY0643
 QY0643                          STATION DESCRIPTION
 QY0643
 QY0643'DESCRIBED BY US GEOLOGICAL SURVEY 1914
 QY0643'ON A GRASSY HILL ON THE CONTINENTAL DIVIDE, IDAHO-MONTANA BOUNDARY
 QY0643'LINE.  ABOUT 1 MI. S. OF THE BIG HOLE PASS, THROUGH WHICH THE NEW
 QY0643'ROAD FROM GIBBONSVILLE, IDAHO, TO THE BIG VALLEY PASSES.  THE OLD
 QY0643'WAGON ROAD, NOW USED AS A TRAIL, CAME UP A RIDGE FROM GIBBONSVILLE
 QY0643'ALMOST W. FROM THE STATION.  GOOD CAMPING GROUNDS AND WATER IN THE
 QY0643'PASS ON THE NEW ROAD.
 QY0643'
 QY0643'RECOVERED VIA HELICOPTER.
 QY0643'
 QY0643'STATION MARK - - AN EMBOSSED CAP ON 2-IN. IRON PIPE PROJECTING
 QY0643'1.2 FT. ABOVE GROUND, STAMPED--- 3 A.P. 444 M ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0606 ***********************************************************************
 TH0606  DESIGNATION -  BIG HORN
 TH0606  PID         -  TH0606
 TH0606  STATE/COUNTY-  MT/ROOSEVELT
 TH0606  USGS QUAD   -  THREE BUTTES (1989)
 TH0606
 TH0606                         *CURRENT SURVEY CONTROL
 TH0606  ___________________________________________________________________
 TH0606* NAD 83(1992)-  48 06 29.39837(N)    104 23 44.72363(W)     ADJUSTED  
 TH0606* NAVD 88     -       692.5    (meters)    2272.     (feet)  VERTCON   
 TH0606  ___________________________________________________________________
 TH0606  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 TH0606  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 TH0606
 TH0606  HORZ ORDER  -  SECOND
 TH0606
 TH0606.The horizontal coordinates were established by classical geodetic methods
 TH0606.and adjusted by the National Geodetic Survey in July 1992..
 TH0606
 TH0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0606
 TH0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0606
 TH0606.The geoid height was determined by GEOID03.
 TH0606
 TH0606;                    North         East     Units Scale Factor Converg.
 TH0606;SPC MT       -   441,093.340   979,679.046   MT  0.99957606   +3 44 01.6
 TH0606;SPC MT       - 1,447,156.63  3,214,170.10   iFT  0.99957606   +3 44 01.6
 TH0606;UTM  13      - 5,328,499.123   544,979.452   MT  0.99962486   +0 26 59.3
 TH0606
 TH0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0606!SPC MT       -   0.99989426  x   0.99957606  =   0.99947037
 TH0606!UTM  13      -   0.99989426  x   0.99962486  =   0.99951916
 TH0606
 TH0606|---------------------------------------------------------------------|
 TH0606| PID    Reference Object                     Distance      Geod. Az  |
 TH0606|                                                           dddmmss.s |
 TH0606| CQ7056 BIG HORN RM 2                        21.891 METERS 10302     |
 TH0606| CQ7055 BIG HORN RM 1                        10.583 METERS 20731     |
 TH0606| CQ7054 BIG HORN AZ MK                                     2844238.7 |
 TH0606|---------------------------------------------------------------------|
 TH0606
 TH0606                          SUPERSEDED SURVEY CONTROL
 TH0606
 TH0606  NAD 83(1986)-  48 06 29.39677(N)    104 23 44.72081(W) AD(       ) 2
 TH0606  NAD 27      -  48 06 29.32532(N)    104 23 42.89792(W) AD(       ) 2
 TH0606  NGVD 29 (07/19/86)  692.0    (m)         2270.     (f) VERT ANG       
 TH0606
 TH0606.Superseded values are not recommended for survey control.
 TH0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0606.See file dsdata.txt to determine how the superseded data were derived.
 TH0606
 TH0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP4497928499(NAD 83)
 TH0606_MARKER: P = PIPE CAP
 TH0606_SETTING: 0 = UNSPECIFIED SETTING
 TH0606
 TH0606  HISTORY     - Date     Condition        Report By
 TH0606  HISTORY     - 1948     MONUMENTED       MORC
 TH0606
 TH0606                          STATION DESCRIPTION
 TH0606
 TH0606'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (FXP)
 TH0606'LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF CULBERTSON, ABOUT 2 MILES
 TH0606'NORTH OF THE MISSOURI RIVER, 18 FEET EAST OF THE WEST EDGE OF A
 TH0606'PROMINENT EAST-WEST RIDGE, AND 9 FEET WEST-NORTHWEST OF A WITNESS
 TH0606'POST.  IT IS A MISSOURI RIVER COMMISSION CAST IRON CAP, UNSTAMPED,
 TH0606'ON THE TOP OF A 4-1/2 INCH IRON PIPE THAT PROJECTS 8 INCHES.
 TH0606'
 TH0606'REFERENCE MARK NO. 1 IS 34.72 FEET SOUTH-SOUTHWEST OF THE STATION,
 TH0606'15 FEET EAST OF THE WEST EDGE OF THE RIDGE, AND 5 FEET NORTH OF THE
 TH0606'SOUTH EDGE OF THE RIDGE.  IT IS FLUSH WITH THE GROUND, AND THE DISK
 TH0606'IS STAMPED BIG HORN MORC NO 1 1948.
 TH0606'
 TH0606'REFERENCE MARK NO. 2 IS 71.82 FEET EAST OF THE STATION, 15 FEET
 TH0606'SOUTH OF THE NORTH EDGE OF THE RIDGE, AND 5 FEET NORTH OF THE
 TH0606'SOUTH EDGE OF THE RIDGE.  IT PROJECTS 4 INCHES, AND THE DISK IS
 TH0606'STAMPED BIG HORN MORC NO 2 1948.
 TH0606'
 TH0606'THE AZIMUTH MARK IS APPROXIMATELY 0.55 MILE WEST OF THE STATION ON
 TH0606'THE NORTH SLOPE OF A NORTH-SOUTH RIDGE, ABOUT 100 YARDS WEST OF A
 TH0606'TRACK ROAD, ABOUT 100 YARDS SOUTH OF THE NORTH EDGE OF THE RIDGE,
 TH0606'9 FEET SOUTH OF A WITNESS POST, AND ABOUT 3 FEET WEST OF THE STEEP
 TH0606'EAST SLOPE OF THE RIDGE.  IT IS NEAR THE CENTER OF A BOULDER THAT
 TH0606'IS ABOUT FOUR FEET WIDE AND ABOUT 6 FEET LONG.  IT PROJECTS
 TH0606'ABOUT 18 INCHES, AND THE DISK IS STAMPED BIG HORN MORC 1948.
 TH0606'
 TH0606'TO REACH THE STATION FROM THE ARMORY IN CULBERTSON, GO FIRST NORTH
 TH0606'THEN EAST ON U.S. HIGHWAY 2 FOR 4.15 MILES TO A CROSSROAD.  THEN
 TH0606'RIGHT, SOUTH, ON A GRAVELED ROAD FOR 1.2 MILES (ROAD TURNS TO THE
 TH0606'EAST SHORTLY AFTER CROSSING RAILROAD TRACKS).  THEN RIGHT, SOUTH,
 TH0606'ON A GRADED DIRT ROAD FOR 2.5 MILES.  THEN LEFT, EASTERLY, ON A
 TH0606'TRACK ROAD FOR 0.1 MILE TO THE EASTERN EDGE OF A DAM.  BEAR TO THE
 TH0606'RIGHT ON A VERY DIM TRACK ROAD (NORTH SLOPE OF A COULEE),
 TH0606'EAST-SOUTHEASTERLY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 TH0606'DESCRIBED.  CONTINUE SOUTHEASTERLY FOR 0.4 MILE TO THE TOP OF A
 TH0606'RIDGE.  THEN BEAR EAST FOR ABOUT 100 YARDS TO THE END OF TRUCK
 TH0606'TRAVEL.  PACK EASTERLY ABOUT 5 MINUTES TO THE TOP OF ANOTHER
 TH0606'EAST-WEST RIDGE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0934 ***********************************************************************
 TN0934  DESIGNATION -  BIG LOAF MOUNTAIN
 TN0934  PID         -  TN0934
 TN0934  STATE/COUNTY-  MT/LINCOLN
 TN0934  USGS QUAD   -  SNOWSHOE PEAK (1983)
 TN0934
 TN0934                         *CURRENT SURVEY CONTROL
 TN0934  ___________________________________________________________________
 TN0934* NAD 83(1992)-  48 14 18.40632(N)    115 41 54.95035(W)     ADJUSTED  
 TN0934* NAVD 88     -                                                        
 TN0934  ___________________________________________________________________
 TN0934  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 TN0934  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 TN0934
 TN0934  HORZ ORDER  -  THIRD
 TN0934
 TN0934.The horizontal coordinates were established by classical geodetic methods
 TN0934.and adjusted by the National Geodetic Survey in July 1992..
 TN0934
 TN0934
 TN0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0934
 TN0934.The geoid height was determined by GEOID03.
 TN0934
 TN0934;                    North         East     Units Scale Factor Converg.
 TN0934;SPC MT       -   461,401.004   140,217.199   MT  0.99962248   -4 32 03.5
 TN0934;SPC MT       - 1,513,782.82    460,030.18   iFT  0.99962248   -4 32 03.5
 TN0934;UTM  11      - 5,343,621.733   596,629.666   MT  0.99971473   +0 58 15.0
 TN0934
 TN0934                          SUPERSEDED SURVEY CONTROL
 TN0934
 TN0934  NAD 83(1986)-  48 14 18.42125(N)    115 41 54.95410(W) AD(       ) 4
 TN0934  NAD 27      -  48 14 18.59712(N)    115 41 51.41062(W) AD(       ) 3
 TN0934
 TN0934.Superseded values are not recommended for survey control.
 TN0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0934.See file dsdata.txt to determine how the superseded data were derived.
 TN0934
 TN0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP9663043622(NAD 83)
 TN0934
 TN0934  HISTORY     - Date     Condition        Report By
 TN0934  HISTORY     - 1960     MONUMENTED       CGS
 TN0934
 TN0934                          STATION DESCRIPTION
 TN0934
 TN0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0934'STATION IS THE HIGHEST POINT OF AN A SHAPED PEAK.  ABOUT 15
 TN0934'MILES SOUTH AND 9 MILES EAST OF TROY, 10-1/2 MILES SOUTH AND
 TN0934'7 MILES WEST OF LIBBY, 6-1/2 MILES EAST OF BULL LAKE, 1 MILE
 TN0934'NORTH-NORTHWEST OF SNOWSHOE PK WHICH IS THE HIGHEST POINT IN
 TN0934'THE VICINITY, NEAR THE LINCOLN-SANDERS COUNTY LINE, AND IS IN THE
 TN0934'NORTH PORTION CENTER OF SECTION 33, T 29 N, R 32 W.  IT IS
 TN0934'AT A GEOLOGICAL SURVEY ELEVATION OF 8,634 FEET ABOVE SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0789 ***********************************************************************
 TN0789  DESIGNATION -  BIG MOUNTAIN
 TN0789  PID         -  TN0789
 TN0789  STATE/COUNTY-  MT/FLATHEAD
 TN0789  USGS QUAD   -  SKOOKOLEEL CREEK (1994)
 TN0789
 TN0789                         *CURRENT SURVEY CONTROL
 TN0789  ___________________________________________________________________
 TN0789* NAD 83(1992)-  48 30 23.62957(N)    114 20 53.30572(W)     ADJUSTED  
 TN0789* NAVD 88     -      2078.9    (meters)    6821.     (feet)  VERTCON   
 TN0789  ___________________________________________________________________
 TN0789  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 TN0789  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TN0789
 TN0789  HORZ ORDER  -  FIRST
 TN0789
 TN0789.The horizontal coordinates were established by classical geodetic methods
 TN0789.and adjusted by the National Geodetic Survey in July 1992..
 TN0789
 TN0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0789
 TN0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0789
 TN0789.The geoid height was determined by GEOID03.
 TN0789
 TN0789;                    North         East     Units Scale Factor Converg.
 TN0789;SPC MT       -   484,083.080   242,085.539   MT  0.99973465   -3 32 47.2
 TN0789;SPC MT       - 1,588,199.08    794,243.89   iFT  0.99973465   -3 32 47.2
 TN0789;UTM  11      - 5,376,001.421   695,864.005   MT  1.00007135   +1 59 13.0
 TN0789
 TN0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0789!SPC MT       -   0.99967674  x   0.99973465  =   0.99941148
 TN0789!UTM  11      -   0.99967674  x   1.00007135  =   0.99974807
 TN0789
 TN0789:                Primary Azimuth Mark                     Grid Az
 TN0789:SPC MT       -  SMOKY LOOKOUT                            078 43 18.2
 TN0789:UTM  11      -  SMOKY LOOKOUT                            073 11 18.0
 TN0789
 TN0789|---------------------------------------------------------------------|
 TN0789| PID    Reference Object                     Distance      Geod. Az  |
 TN0789|                                                           dddmmss.s |
 TN0789| TN0787 SMOKY LOOKOUT                       APPROX. 6.9 KM 0751031.0 |
 TN0789| CH6447 BIG MOUNTAIN RM 1                    21.344 METERS 15250     |
 TN0789| TN0790 BIG MOUNTAIN FAA MAST                49.771 METERS 17252     |
 TN0789| TN0824 WHITEFISH GREAT NORTH RR STK        APPROX.10.4 KM 1784217.0 |
 TN0789| CH6448 BIG MOUNTAIN RM 2                    28.791 METERS 20522     |
 TN0789| TN0793 WERNER                              APPROX.10.0 KM 3212931.6 |
 TN0789|---------------------------------------------------------------------|
 TN0789
 TN0789                          SUPERSEDED SURVEY CONTROL
 TN0789
 TN0789  NAD 83(1986)-  48 30 23.63946(N)    114 20 53.30045(W) AD(       ) 1
 TN0789  NAD 27      -  48 30 23.76278(N)    114 20 49.81914(W) AD(       ) 1
 TN0789  NGVD 29 (07/19/86) 2077.6    (m)         6816.     (f) VERT ANG       
 TN0789
 TN0789.Superseded values are not recommended for survey control.
 TN0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0789.See file dsdata.txt to determine how the superseded data were derived.
 TN0789
 TN0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9586476001(NAD 83)
 TN0789_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0789
 TN0789  HISTORY     - Date     Condition        Report By
 TN0789  HISTORY     - 1959     MONUMENTED       CGS
 TN0789  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TN0789
 TN0789                          STATION DESCRIPTION
 TN0789
 TN0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0789'STATION IS LOCATED ON BIG MOUNTAIN IN THE FLATHEAD NATIONAL
 TN0789'FOREST, 6-1/2 MILES NORTH OF WHITEFISH, 3-1/2 MILES EAST
 TN0789'AND 1-1/4 MILES NORTH OF THE NORTHERN MOST EXTREMITY OF
 TN0789'WHITEFISH LAKE, IN THE SOUTHWEST 1/4 OF SECTION 25, R 22 W,
 TN0789'T 32 N, 1-1/2 MILES NORTHEAST OF THE BIG MOUNTAIN CHALET SKI
 TN0789'LODGE, JUST NORTH OF AN F.A.A. MAST INSTALLATION ABOUT 200
 TN0789'FEET NORTH OF AND 15 FEET LOWER THAN THE HIGHEST POINT.
 TN0789'
 TN0789'TO REACH FROM THE FIRST NATIONAL BANK IN WHITEFISH, GO WEST
 TN0789'FOR ONE BLOCK TO A CROSS STREET.  TURN RIGHT AND GO NORTH FOR
 TN0789'0.3 MILE TO A FORK AT THE NORTH END OF A BRIDGE OVER RAILROAD
 TN0789'TRACKS.  TAKE THE LEFT FORK AND GO WEST FOR 0.1 MILE TO A
 TN0789'SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW SURFACED ROAD NORTH
 TN0789'AND WEST FOR 3.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 TN0789'FOLLOW WINDING GRAVELED ROAD NORTHERLY FOR 4.6 MILES TO A
 TN0789'SIDE ROAD SHARP LEFT AT A SMALL CONCRETE BUILDING ON THE LEFT.
 TN0789'TURN LEFT AND FOLLOW WINDING TRACK ROAD FOR 1.35 MILES TO
 TN0789'A SIDE ROAD RIGHT AT SIGN OBSERVATION POINT.  CONTINUE
 TN0789'STRAIGHT AHEAD AND NORTHEASTERLY ON TRACK ROAD FOR 0.85 MILE
 TN0789'TO A LOCKED METAL GATE.  (KEY MUST BE OBTAINED FROM THE
 TN0789'CARETAKER AT THE CHALET SKI LODGE) PASS THROUGH GATE AND
 TN0789'CONTINUE NORTHEASTERLY UP GRADE ON TRACK ROAD FOR 0.55 MILE TO
 TN0789'THE SKI LIFT CABLE CROSSING.  CONTINUE NORTHEASTERLY FOR
 TN0789'1.3 MILES TO A FORK ABOUT 0.1 MILE BEYOND AN ELEVATED
 TN0789'CABIN.  TAKE THE RIGHT FORK AND CONTINUE NORTHERLY FOR
 TN0789'0.7 MILE TO THE HIGHEST POINT OF THE HILL AT THE F.A.A. MAST
 TN0789'INSTALLATION AND THE STATION AS DESCRIBED.
 TN0789'
 TN0789'STATION MARKS ARE STANDARD DISKS, STAMPED BIG MTN 1959.
 TN0789'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 26
 TN0789'INCHES BELOW THE GROUND SURFACE.  SURFACE MARK IS SET IN THE
 TN0789'TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 TN0789'IT IS 192 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 TN0789'CONCRETE BLOCK BUILDING AND 37 FEET NORTH OF THE APPROXIMATE
 TN0789'CENTER OF A SHARP CURVE IN THE ROAD.
 TN0789'
 TN0789'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG MTN NO 1 1959,
 TN0789'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 TN0789'5 INCHES.  IT IS 124 FEET NORTH-NORTHWEST OF THE BUILDING
 TN0789'CORNER AND 22 FEET NORTHEAST OF THE ROAD CENTER.
 TN0789'
 TN0789'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG MTN NO 2
 TN0789'1959, SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 TN0789'PROJECTING 4 INCHES.  IT IS 137 FEET NORTHWEST OF THE BUILDING
 TN0789'CORNER AND 60 FEET SOUTH-SOUTHWEST OF THE ROAD CURVE CENTER.
 TN0789'
 TN0789'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 TN0789'
 TN0789'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF
 TN0789'THE BIG MTN F.A.A. MAST, THE DISTANCE BEING AS SHOWN ABOVE.
 TN0789
 TN0789                          STATION RECOVERY (1960)
 TN0789
 TN0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0789'ALL MARKS RECOVERED AS DESCRIBED, THE DESCRIPTION TO REACH
 TN0789'THE STATION IS CORRECT AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0790 ***********************************************************************
 TN0790  DESIGNATION -  BIG MOUNTAIN FAA MAST
 TN0790  PID         -  TN0790
 TN0790  STATE/COUNTY-  MT/FLATHEAD
 TN0790  USGS QUAD   -  SKOOKOLEEL CREEK (1994)
 TN0790
 TN0790                         *CURRENT SURVEY CONTROL
 TN0790  ___________________________________________________________________
 TN0790* NAD 83(1992)-  48 30 22.03075(N)    114 20 53.00463(W)     ADJUSTED  
 TN0790* NAVD 88     -                                                        
 TN0790  ___________________________________________________________________
 TN0790  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 TN0790  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TN0790
 TN0790  HORZ ORDER  -  THIRD
 TN0790
 TN0790.The horizontal coordinates were established by classical geodetic methods
 TN0790.and adjusted by the National Geodetic Survey in July 1992..
 TN0790
 TN0790
 TN0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0790
 TN0790.The geoid height was determined by GEOID03.
 TN0790
 TN0790;                    North         East     Units Scale Factor Converg.
 TN0790;SPC MT       -   484,033.420   242,088.651   MT  0.99973445   -3 32 46.9
 TN0790;SPC MT       - 1,588,036.15    794,254.10   iFT  0.99973445   -3 32 46.9
 TN0790;UTM  11      - 5,375,952.276   695,871.895   MT  1.00007139   +1 59 13.2
 TN0790
 TN0790                          SUPERSEDED SURVEY CONTROL
 TN0790
 TN0790  NAD 83(1986)-  48 30 22.04064(N)    114 20 52.99935(W) AD(       ) 4
 TN0790  NAD 27      -  48 30 22.16396(N)    114 20 49.51807(W) AD(       ) 3
 TN0790
 TN0790.Superseded values are not recommended for survey control.
 TN0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0790.See file dsdata.txt to determine how the superseded data were derived.
 TN0790
 TN0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9587275952(NAD 83)
 TN0790
 TN0790  HISTORY     - Date     Condition        Report By
 TN0790  HISTORY     - 1959     MONUMENTED       CGS
 TN0790
 TN0790                          STATION DESCRIPTION
 TN0790
 TN0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0790'STATION IS LOCATED ON BIG MOUNTAIN IN THE FLATHEAD NATIONAL
 TN0790'FOREST, 6-1/2 MILES NORTH OF WHITEFISH, 3-1/2 MILES EAST AND
 TN0790'1-1/4 MILES NORTH OF THE NORTHERN MOST EXTREMITY OF WHITEFISH
 TN0790'LAKE, IN THE SOUTHEAST 1/4 OF SECTION 25, R 22 W, T 32 N, 1-1/2
 TN0790'MILES NORTHEAST OF THE BIG MOUNTAIN CHALET SKI LODGE AND ON THE
 TN0790'HIGHEST POINT OF THE HILL.  OUR ORGANIZATION DID NOT SUCCEED
 TN0790'IN OBTAINING COMPLETE INDENTIFICATION FOR MAST.
 TN0790'
 TN0790'IT IS THE NORTHWEST ONE OF THREE SIMILAR UNPAINTED STRUCTURAL
 TN0790'ALUMINUM FRAMEWORK MASTS HAVING AN ASSORTMENT OF SMALL ANTENNAS
 TN0790'ON TOP AND HAVING AN OVERALL HEIGHT OF 44 FEET.
 TN0790'
 TN0790'A TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE BASE
 TN0790'OF THE MAST TO TRIANGULATION STATION BIG MTN, THE DISTANCE
 TN0790'BEING 163.29 FEET OR (49.771) METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0617 ***********************************************************************
 TH0617  DESIGNATION -  BIG MUDDY
 TH0617  PID         -  TH0617
 TH0617  STATE/COUNTY-  MT/ROOSEVELT
 TH0617  USGS QUAD   -  CULBERTSON (1989)
 TH0617
 TH0617                         *CURRENT SURVEY CONTROL
 TH0617  ___________________________________________________________________
 TH0617* NAD 83(1992)-  48 09 50.20466(N)    104 34 07.12849(W)     ADJUSTED  
 TH0617* NAVD 88     -       684.7    (meters)    2246.     (feet)  VERTCON   
 TH0617  ___________________________________________________________________
 TH0617  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 TH0617  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 TH0617
 TH0617  HORZ ORDER  -  SECOND
 TH0617
 TH0617.The horizontal coordinates were established by classical geodetic methods
 TH0617.and adjusted by the National Geodetic Survey in July 1992..
 TH0617
 TH0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0617
 TH0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0617
 TH0617.The geoid height was determined by GEOID03.
 TH0617
 TH0617;                    North         East     Units Scale Factor Converg.
 TH0617;SPC MT       -   446,456.879   966,445.832   MT  0.99959529   +3 36 26.3
 TH0617;SPC MT       - 1,464,753.54  3,170,754.04   iFT  0.99959529   +3 36 26.3
 TH0617;UTM  13      - 5,334,612.331   532,074.896   MT  0.99961264   +0 19 17.0
 TH0617
 TH0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0617!SPC MT       -   0.99989548  x   0.99959529  =   0.99949081
 TH0617!UTM  13      -   0.99989548  x   0.99961264  =   0.99950816
 TH0617
 TH0617|---------------------------------------------------------------------|
 TH0617| PID    Reference Object                     Distance      Geod. Az  |
 TH0617|                                                           dddmmss.s |
 TH0617| CQ7061 BIG MUDDY RM 1                       18.916 METERS 02356     |
 TH0617| CQ7060 BIG MUDDY AZ MK                                    1732049.0 |
 TH0617| CQ7062 BIG MUDDY RM 2                       24.633 METERS 28538     |
 TH0617|---------------------------------------------------------------------|
 TH0617
 TH0617                          SUPERSEDED SURVEY CONTROL
 TH0617
 TH0617  NAD 83(1986)-  48 09 50.20180(N)    104 34 07.12382(W) AD(       ) 2
 TH0617  NAD 27      -  48 09 50.12846(N)    104 34 05.27584(W) AD(       ) 2
 TH0617  NGVD 29 (07/19/86)  684.2    (m)         2245.     (f) VERT ANG       
 TH0617
 TH0617.Superseded values are not recommended for survey control.
 TH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0617.See file dsdata.txt to determine how the superseded data were derived.
 TH0617
 TH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3207534612(NAD 83)
 TH0617_MARKER: P = PIPE CAP
 TH0617_SETTING: 0 = UNSPECIFIED SETTING
 TH0617
 TH0617  HISTORY     - Date     Condition        Report By
 TH0617  HISTORY     - 1948     MONUMENTED       MORC
 TH0617
 TH0617                          STATION DESCRIPTION
 TH0617
 TH0617'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (FXP)
 TH0617'LOCATED ABOUT 4 MILES WEST-NORTHWEST OF CULBERTSON ON THE TOP OF A
 TH0617'ROLLING PRAIRIE RIDGE IN THE SE 1/4 SEC. 23, T 28 N, R 55 E, 122
 TH0617'PACES SOUTHWEST OF AN OFFSET IN A WIRE FENCE, 70 FEET WEST OF THE
 TH0617'APPROXIMATE CENTERLINE OF A TRACK ROAD, AND 8.8 FEET SOUTHEAST
 TH0617'OF A WITNESS POST.  IT IS MISSOURI RIVER COMMISSION CAST IRON CAP
 TH0617'ON THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 4 INCHES.  IT IS
 TH0617'UNSTAMPED.
 TH0617'
 TH0617'REFERENCE MARK NO. 1 IS 62.06 FEET NORTH-NORTHEAST OF THE STATION,
 TH0617'100 PACES SOUTHWEST OF THE OFFSET IN THE WIRE FENCE, 57 FEET SOUTH
 TH0617'OF THE WITNESS POST, AND 80 FEET WEST OF THE APPROXIMATE CENTERLINE
 TH0617'OF THE TRACK ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 TH0617'BIG MUDDY MO.R.C. NO 1 1948.
 TH0617'
 TH0617'REFERENCE MARK NO. 2 IS 80.82 FEET WEST OF THE STATION, 75 FEET EAST
 TH0617'OF AN ABRUPT DROP OF THE RIDGE TOWARD THE WEST, AND 73.8 FEET WEST
 TH0617'OF THE WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 TH0617'BIG MUDDY, MO.R.C. NO 2 1948.
 TH0617'
 TH0617'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTH OF THE STATION,
 TH0617'32 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2, 14.5
 TH0617'FEET NORTHWEST OF A POWER LINE POLE THAT FORMS THE TURNING POINT OF
 TH0617'A JOG IN THE POWER LINE, 5 FEET NORTH OF A WIRE FENCE, AND 4 FEET
 TH0617'EAST OF A WITNESS POST.  IT PROJECTS 5 INCHES, AND THE DISK IS
 TH0617'STAMPED BIG MUDDY MO.R.C. 1948.
 TH0617'
 TH0617'TO REACH THE STATION FROM THE ARMORY IN CULBERTSON, GO FIRST SOUTH
 TH0617'THEN WEST ON U.S. HIGHWAY 2 FOR 2.75 MILES TO THE AZIMUTH MARK ON
 TH0617'THE LEFT.  CONTINUE WEST FOR 0.05 MILE.  THEN BEAR RIGHT ON A FIELD
 TH0617'ROAD, THROUGH A WIRE GATE AND THEN NORTH FOR 1.0 MILE TO THE
 TH0617'STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0630 ***********************************************************************
 TL0630  DESIGNATION -  BIG SANDY
 TL0630  PID         -  TL0630
 TL0630  STATE/COUNTY-  MT/CHOUTEAU
 TL0630  USGS QUAD   -  BIG SANDY (1969)
 TL0630
 TL0630                         *CURRENT SURVEY CONTROL
 TL0630  ___________________________________________________________________
 TL0630* NAD 83(1992)-  48 09 42.05781(N)    110 01 51.77674(W)     ADJUSTED  
 TL0630* NAVD 88     -       948.9    (meters)    3113.     (feet)  VERTCON   
 TL0630  ___________________________________________________________________
 TL0630  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 TL0630  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 TL0630
 TL0630  HORZ ORDER  -  THIRD
 TL0630
 TL0630.The horizontal coordinates were established by classical geodetic methods
 TL0630.and adjusted by the National Geodetic Survey in July 1992..
 TL0630
 TL0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0630
 TL0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0630
 TL0630.The geoid height was determined by GEOID03.
 TL0630
 TL0630;                    North         East     Units Scale Factor Converg.
 TL0630;SPC MT       -   434,799.809   560,510.582   MT  0.99959449   -0 23 18.5
 TL0630;SPC MT       - 1,426,508.56  1,838,945.48   iFT  0.99959449   -0 23 18.5
 TL0630;UTM  12      - 5,334,724.777   572,052.872   MT  0.99966379   +0 43 18.9
 TL0630
 TL0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0630!SPC MT       -   0.99985372  x   0.99959449  =   0.99944827
 TL0630!UTM  12      -   0.99985372  x   0.99966379  =   0.99951756
 TL0630
 TL0630:                Primary Azimuth Mark                     Grid Az
 TL0630:SPC MT       -  BIG SANDY WT                             288 34 01.1
 TL0630:UTM  12      -  BIG SANDY WT                             287 27 23.7
 TL0630
 TL0630|---------------------------------------------------------------------|
 TL0630| PID    Reference Object                     Distance      Geod. Az  |
 TL0630|                                                           dddmmss.s |
 TL0630| TL0632 BIG SANDY WT                        APPROX. 6.5 KM 2881042.6 |
 TL0630|---------------------------------------------------------------------|
 TL0630
 TL0630                          SUPERSEDED SURVEY CONTROL
 TL0630
 TL0630  NAD 83(1986)-  48 09 42.05548(N)    110 01 51.75927(W) AD(       ) 3
 TL0630  NAD 27      -  48 09 42.12696(N)    110 01 49.01298(W) AD(       ) 3
 TL0630  NGVD 29 (07/19/86)  948.0    (m)         3110.     (f) VERT ANG       
 TL0630
 TL0630.Superseded values are not recommended for survey control.
 TL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0630.See file dsdata.txt to determine how the superseded data were derived.
 TL0630
 TL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU7205334725(NAD 83)
 TL0630
 TL0630  HISTORY     - Date     Condition        Report By
 TL0630  HISTORY     - 1952     MONUMENTED       USGS
 TL0630  HISTORY     - 1952     GOOD             USGS
 TL0630
 TL0630                          STATION DESCRIPTION
 TL0630
 TL0630'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 TL0630'RECOVERED AND REDESCRIBED AS FOLLOWS,  STATION IS
 TL0630'LOCATED ABOUT 0.5 MI. S. AND 4.0 MI. E. OF BIG SANDY, MONTANA, ON
 TL0630'PROMINIENT KNOLL ABOUT 300 FT. N. OF RD. IN SEC.22, T.28 N., R.13 E.,
 TL0630'
 TL0630'TO REACH FROM BIG SANDY POST OFFICE, PROCEED SW. ALONG U.S. HIGHWAY
 TL0630'87, 0.3 MI. TO JUNCTION WITH STATE HIGHWAY 27, THEN LEFT SE.ALONG
 TL0630'STATE HIGHWAY 27 0.6 MI. TO THREE WAY JUNCTION, THEN DUE E. ALONG
 TL0630'COUNTY RD. 1.2 MI. TO T-RD. S. AT IRRIGATION DITCH, TURN RIGHT S. 0.3
 TL0630'MI. TO BEND, TURN LEFT E. 1.4 MI. TO T-RD. JUNCTION, TURN RIGHT S.,
 TL0630'0.3 MI. TO T-RD. JUNCTION, TURN LEFT E. 1.0 MI. TO TOP AT FIRST RIDGE
 TL0630'STATION LIES 300 FT. N. ON PROMINIENT KNOLL.
 TL0630'
 TL0630'STATION MARK - USGS BRONZE CAP RIVETED TO TOP OF 3 IN. IRON PIPE
 TL0630'PROJECTING 12 IN. ABOVE GROUND, STAMPED --- BIG SANDY 1952 ---.
 TL0630'THIS TABLET WAS STAMPED BY USGS IN 1952.
 TL0630'
 TL0630'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0629 ***********************************************************************
 TL0629  DESIGNATION -  BIG SANDY MUNICIPAL TANK
 TL0629  PID         -  TL0629
 TL0629  STATE/COUNTY-  MT/CHOUTEAU
 TL0629  USGS QUAD   -  BIG SANDY (1969)
 TL0629
 TL0629                         *CURRENT SURVEY CONTROL
 TL0629  ___________________________________________________________________
 TL0629* NAD 83(1992)-  48 10 47.96387(N)    110 06 52.67132(W)     ADJUSTED  
 TL0629* NAVD 88     -                                                        
 TL0629  ___________________________________________________________________
 TL0629  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 TL0629  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 TL0629
 TL0629  HORZ ORDER  -  THIRD
 TL0629
 TL0629.The horizontal coordinates were established by classical geodetic methods
 TL0629.and adjusted by the National Geodetic Survey in July 1992..
 TL0629
 TL0629
 TL0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0629
 TL0629.The geoid height was determined by GEOID03.
 TL0629
 TL0629;                    North         East     Units Scale Factor Converg.
 TL0629;SPC MT       -   436,880.031   554,311.428   MT  0.99960100   -0 26 58.6
 TL0629;SPC MT       - 1,433,333.44  1,818,607.05   iFT  0.99960100   -0 26 58.6
 TL0629;UTM  12      - 5,336,684.647   565,814.208   MT  0.99965322   +0 39 35.4
 TL0629
 TL0629                          SUPERSEDED SURVEY CONTROL
 TL0629
 TL0629  NAD 83(1986)-  48 10 47.96005(N)    110 06 52.65438(W) AD(       ) 4
 TL0629  NAD 27      -  48 10 48.06900(N)    110 06 49.89600(W) AD(       ) 3
 TL0629
 TL0629.Superseded values are not recommended for survey control.
 TL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0629.See file dsdata.txt to determine how the superseded data were derived.
 TL0629
 TL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU6581436685(NAD 83)
 TL0629_MARKER: 53 = ELEVATED TANK
 TL0629
 TL0629  HISTORY     - Date     Condition        Report By
 TL0629  HISTORY     - 1949     FIRST OBSERVED   CGS
 TL0629
 TL0629                          STATION DESCRIPTION
 TL0629
 TL0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TL0629'THE STATION IS LOCATED ABOUT 0.05 MILE WESTERLY OF THE RAILROAD
 TL0629'DEPOT IN BIG SANDY, AND 51 FEET SOUTHERLY OF THE APPROXIMATE
 TL0629'CENTERLINE OF A GRAVELED ROAD.
 TL0629'
 TL0629'STATION IS A STEEL TANK SUPPORTED BY 4 STEEL TRUSSWORK LEGS.
 TL0629'THERE IS A CATWALK AT THE BASE OF THE TANK PROPER AND A BALL
 TL0629'AT THE APEX OF THE ROOF.  THE ENTIRE STRUCTURE IS PAINTED
 TL0629'ALUMINUM AND THE NAME BIG SANDY IS IN BLACK LETTERS ON THE
 TL0629'EASTERLY SIDE OF THE TANK PROPER.  THE HEIGHT OF THE STRUCTURE
 TL0629'TO THE BASE OF THE BALL IS 109.00 FEET (33.2 METERS), AND WAS
 TL0629'DETERMINED BY TRANSIT AND TAPE.
 TL0629'
 TL0629'THE POINT OF INTERSECTION WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0632 ***********************************************************************
 TL0632  DESIGNATION -  BIG SANDY WT
 TL0632  PID         -  TL0632
 TL0632  STATE/COUNTY-  MT/CHOUTEAU
 TL0632  USGS QUAD   -  BIG SANDY (1969)
 TL0632
 TL0632                         *CURRENT SURVEY CONTROL
 TL0632  ___________________________________________________________________
 TL0632* NAD 83(1992)-  48 10 48.02171(N)    110 06 52.64398(W)     ADJUSTED  
 TL0632* NAVD 88     -       857.     (meters)    2812.     (feet)  SCALED    
 TL0632  ___________________________________________________________________
 TL0632  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 TL0632  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 TL0632
 TL0632  HORZ ORDER  -  THIRD
 TL0632
 TL0632.The horizontal coordinates were established by classical geodetic methods
 TL0632.and adjusted by the National Geodetic Survey in July 1992..
 TL0632
 TL0632.The orthometric height was scaled from a topographic map.
 TL0632
 TL0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0632
 TL0632.The geoid height was determined by GEOID03.
 TL0632
 TL0632;                    North         East     Units Scale Factor Converg.
 TL0632;SPC MT       -   436,881.812   554,312.007   MT  0.99960101   -0 26 58.6
 TL0632;SPC MT       - 1,433,339.28  1,818,608.95   iFT  0.99960101   -0 26 58.6
 TL0632;UTM  12      - 5,336,686.439   565,814.752   MT  0.99965322   +0 39 35.4
 TL0632
 TL0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0632!SPC MT       -   0.99986817  x   0.99960101  =   0.99946923
 TL0632!UTM  12      -   0.99986817  x   0.99965322  =   0.99952143
 TL0632
 TL0632                          SUPERSEDED SURVEY CONTROL
 TL0632
 TL0632  NAD 83(1986)-  48 10 48.01887(N)    110 06 52.62655(W) AD(       ) 4
 TL0632  NAD 27      -  48 10 48.09785(N)    110 06 49.87196(W) AD(       ) 3
 TL0632
 TL0632.Superseded values are not recommended for survey control.
 TL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0632.See file dsdata.txt to determine how the superseded data were derived.
 TL0632
 TL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU6581536686(NAD 83)
 TL0632
 TL0632  HISTORY     - Date     Condition        Report By
 TL0632  HISTORY     - UNK      MONUMENTED
 TL0632  HISTORY     - 1952     GOOD             USGS
 TL0632
 TL0632                          STATION DESCRIPTION
 TL0632
 TL0632'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 TL0632'THIS STATION WAS INTERSECTED, BUT WAS NOT DESCRIBED.
 TL0632'THE NGS POSITION WAS NOT HELD BECAUSE OF
 TL0632'STRONGER ANGLE OF INTERSECTION BY THE USGS.
 TL0632'
 TL0632'STATION MARK - CENTER OF MUNICIPAL WATER TANK.
 TL0632'
 TL0632'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0744 ***********************************************************************
 RV0744  DESIGNATION -  BIG SNOWY
 RV0744  PID         -  RV0744
 RV0744  STATE/COUNTY-  MT/FERGUS
 RV0744  USGS QUAD   -  HALF MOON CANYON (1995)
 RV0744
 RV0744                         *CURRENT SURVEY CONTROL
 RV0744  ___________________________________________________________________
 RV0744* NAD 83(1992)-  46 45 07.18065(N)    109 18 51.20031(W)     ADJUSTED  
 RV0744* NAVD 88     -      2646.     (meters)    8681.     (feet)  SCALED    
 RV0744  ___________________________________________________________________
 RV0744  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 RV0744  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 RV0744
 RV0744  HORZ ORDER  -  SECOND
 RV0744
 RV0744.The horizontal coordinates were established by classical geodetic methods
 RV0744.and adjusted by the National Geodetic Survey in July 1992..
 RV0744
 RV0744.The orthometric height was scaled from a topographic map.
 RV0744
 RV0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0744
 RV0744.The geoid height was determined by GEOID03.
 RV0744
 RV0744;                    North         East     Units Scale Factor Converg.
 RV0744;SPC MT       -   278,040.514   614,186.266   MT  0.99940293   +0 08 09.2
 RV0744;SPC MT       -   912,206.41  2,015,046.80   iFT  0.99940293   +0 08 09.2
 RV0744;UTM  12      - 5,178,984.625   628,752.937   MT  0.99980376   +1 13 41.1
 RV0744
 RV0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0744!SPC MT       -   0.99958717  x   0.99940293  =   0.99899034
 RV0744!UTM  12      -   0.99958717  x   0.99980376  =   0.99939101
 RV0744
 RV0744                          SUPERSEDED SURVEY CONTROL
 RV0744
 RV0744  NAD 83(1986)-  46 45 07.17500(N)    109 18 51.17777(W) AD(       ) 2
 RV0744  NAD 27      -  46 45 07.30200(N)    109 18 48.53700(W) AD(       ) 2
 RV0744
 RV0744.Superseded values are not recommended for survey control.
 RV0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0744.See file dsdata.txt to determine how the superseded data were derived.
 RV0744
 RV0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS2875378985(NAD 83)
 RV0744_MARKER: DB = BENCH MARK DISK
 RV0744_SETTING: 66 = SET IN ROCK OUTCROP
 RV0744_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RV0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0744+STABILITY: POSITION/ELEVATION WELL
 RV0744
 RV0744  HISTORY     - Date     Condition        Report By
 RV0744  HISTORY     - 1949     MONUMENTED       CGS
 RV0744
 RV0744                          STATION DESCRIPTION
 RV0744
 RV0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RV0744'STATION IS ABOUT 25 MILES EAST-SOUTHEAST OF LEWISTOWN,
 RV0744'ON A ROCKY PEAK LOCALLY KNOWN AS OLD BALDY, ON A MOUNTAIN
 RV0744'RANGE LOCALLY KNOWN AS BIG SNOWY.
 RV0744'
 RV0744'TO REACH THE STATION FROM THE FERGUS COUNTY HIGH SCHOOL IN
 RV0744'LEWISTOWN, GO SOUTHERLY ON 6TH. AVENUE (HEATH ROAD) 9.7
 RV0744'MILES TO A FORK, BEAR RIGHT AND GO 1.0 MILE TO A FORK, BEAR
 RV0744'RIGHT, GO SOUTHWESTERLY 8.5 MILES TO A FORK AT A SIGN ROGER
 RV0744'R.S. 2 MILES, BEAR LEFT AND GO 10.4 MILES TO THE CREST OF
 RV0744'A HILL, A SIDE ROAD LEFT, A WOODS ROAD RIGHT, AND A SIGN NORTH
 RV0744'FORK, SOUTH FORK.  TURN RIGHT, GO WESTERLY ON A DIM ROAD FOR
 RV0744'4.1 MILES TO THE END OF TRUCK TRAVEL.  PACK WEST, SOUTHWEST,
 RV0744'AND WEST FOR 2.75 MILES TO THE STATION.  A JEEP CAN BE DRIVEN
 RV0744'TO THE STATION.
 RV0744'
 RV0744'STATION DISK IS NOT STAMPED AND IT IS FLUSH WITH THE GROUND.
 RV0744'
 RV0744'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND IT IS
 RV0744'STAMPED BIG SNOWY USGS NO 1 1949.
 RV0744'
 RV0744'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND IT IS
 RV0744'STAMPED BIG SNOWY USGS NO 2 1949.
 RV0744'
 RV0744'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET
 RV0744'IN DRILL HOLES IN BEDROCK.
 RV0744'
 RV0744'STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 RV0744'BENCH MARK DISK SET IN A DRILL HOLE IN BEDROCK.
 RV0744'
 RV0744'THE DISTANCE TO TRIANGULATION STATION BALDY WAS DETERMINED
 RV0744'BY A SHORT BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1113 ***********************************************************************
 SR1113  DESIGNATION -  BIG SPRING
 SR1113  PID         -  SR1113
 SR1113  STATE/COUNTY-  MT/FERGUS
 SR1113  USGS QUAD   -  LEWISTOWN (1985)
 SR1113
 SR1113                         *CURRENT SURVEY CONTROL
 SR1113  ___________________________________________________________________
 SR1113* NAD 83(1992)-  47 04 12.41692(N)    109 28 06.68449(W)     ADJUSTED  
 SR1113* NAVD 88     -      1235.1    (meters)    4052.     (feet)  VERT ANG  
 SR1113  ___________________________________________________________________
 SR1113  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 SR1113  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 SR1113
 SR1113  HORZ ORDER  -  SECOND
 SR1113
 SR1113.The horizontal coordinates were established by classical geodetic methods
 SR1113.and adjusted by the National Geodetic Survey in July 1992..
 SR1113
 SR1113.The orthometric height was determined by vertical angle observations.
 SR1113
 SR1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1113
 SR1113.The geoid height was determined by GEOID03.
 SR1113
 SR1113;                    North         East     Units Scale Factor Converg.
 SR1113;SPC MT       -   313,368.039   602,389.394   MT  0.99939314   +0 01 22.9
 SR1113;SPC MT       - 1,028,110.36  1,976,343.16   iFT  0.99939314   +0 01 22.9
 SR1113;UTM  12      - 5,214,093.836   616,277.999   MT  0.99976617   +1 07 17.2
 SR1113
 SR1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1113!SPC MT       -   0.99980844  x   0.99939314  =   0.99920169
 SR1113!UTM  12      -   0.99980844  x   0.99976617  =   0.99957465
 SR1113
 SR1113|---------------------------------------------------------------------|
 SR1113| PID    Reference Object                     Distance      Geod. Az  |
 SR1113|                                                           dddmmss.s |
 SR1113| AI2450 BIG SPRING RM 3                      16.233 METERS 08953     |
 SR1113| AI2079 BIG SPRING RM 1                      16.522 METERS 08955     |
 SR1113| AI2081 BIG SPRING AZ MK                                   0902223.4 |
 SR1113| AI2445 BIG SPRING AZ MK 2                  APPROX. 0.7 KM 0955359.1 |
 SR1113| SR1119 LEWISTOWN MUNICIPAL TANK            APPROX. 2.6 KM 1202813.7 |
 SR1113| SR1116 LEWISTOWN MUN APT TK AND BCN        APPROX. 2.8 KM 1584515.1 |
 SR1113| AI2080 BIG SPRING RM 2                      16.069 METERS 26909     |
 SR1113|---------------------------------------------------------------------|
 SR1113
 SR1113                          SUPERSEDED SURVEY CONTROL
 SR1113
 SR1113  NAD 83(1986)-  47 04 12.41329(N)    109 28 06.66449(W) AD(       ) 2
 SR1113  NAD 27      -  47 04 12.50700(N)    109 28 03.98900(W) AD(       ) 2
 SR1113  NGVD 29 (07/19/86) 1234.2    (m)         4049.     (f) VERT ANG       
 SR1113
 SR1113.Superseded values are not recommended for survey control.
 SR1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1113.See file dsdata.txt to determine how the superseded data were derived.
 SR1113
 SR1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1627814094(NAD 83)
 SR1113_MARKER: DS = TRIANGULATION STATION DISK
 SR1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1113_STAMPING: BIG SPRING 1949
 SR1113_MARK LOGO: CGS   
 SR1113_PROJECTION: FLUSH
 SR1113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SR1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1113+STABILITY: SURFACE MOTION
 SR1113
 SR1113  HISTORY     - Date     Condition        Report By
 SR1113  HISTORY     - 1949     MONUMENTED       CGS
 SR1113  HISTORY     - 1969     GOOD             CGS
 SR1113  HISTORY     - 1976     GOOD             NGS
 SR1113  HISTORY     - 1982     GOOD             LOCENG
 SR1113  HISTORY     - 19820807 GOOD             NGS
 SR1113
 SR1113                          STATION DESCRIPTION
 SR1113
 SR1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1113'STATION IS 2 MILES WEST OF LEWISTOWN, ON LAND OWNED BY ED
 SR1113'KOTTRAS.  IT IS 34 FEET NORTH OF THE APPROXIMATE CENTER OF
 SR1113'THE MAIN ROAD, 33 FEET EAST OF A GATE, 5 FEET NORTH OF A
 SR1113'FENCE AND 5 FEET NORTHEAST OF A WITNESS POST.
 SR1113'
 SR1113'TO REACH THE STATION FROM THE GREAT NORTHERN RAILROAD DEPOT
 SR1113'IN LEWISTOWN, GO WEST ON U.S. HIGHWAY 87 FOR 0.8 MILE TO A
 SR1113'CROSSROADS, TURN RIGHT, GO NORTH 0.25 MILE TO A T-ROAD, TURN
 SR1113'LEFT, GO WEST 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 SR1113'WEST 0.5 MILE TO THE STATION ON THE RIGHT.
 SR1113'
 SR1113'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG
 SR1113'SPRING 1949.
 SR1113'
 SR1113'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE APPROXIMATE
 SR1113'CENTER OF THE ROAD, AND 5 FEET NORTH OF A FENCE.  THE MARK
 SR1113'PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG SPRING NO 1
 SR1113'1949.
 SR1113'
 SR1113'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF THE APPROXIMATE CENTER
 SR1113'OF THE ROAD, AND 3 FEET NORTH OF A FENCE.  THE MARK PROJECTS
 SR1113'6 INCHES AND THE DISK IS STAMPED BIG SPRING NO 2 1949.
 SR1113'
 SR1113'THE AZIMUTH MARK IS 0.5 MILE FROM THE STATION.  IT IS 40
 SR1113'FEET EAST OF THE APPROXIMATE CENTER OF A ROAD FORK, 5 FEET
 SR1113'NORTH OF A FENCE AND 5 FEET NORTHEAST OF A WITNESS POST.  THE
 SR1113'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG SPRING 1949.
 SR1113'
 SR1113'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SR1113'CONCRETE POSTS.
 SR1113'
 SR1113'STATION LEWISTOWN MAGNETIC 1905 IS VISIBLE FROM THE GROUND,
 SR1113'AND A 25 FOOT TOWER AT BOYD IS VISIBLE FROM THE GROUND.
 SR1113
 SR1113                          STATION RECOVERY (1969)
 SR1113
 SR1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SR1113'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, THE
 SR1113'DESCRIPTION IS NOT ADEQUATE AND A NEW TO REACH FOLLOWS.
 SR1113'STATION IS LOCATED 4 MILES NORTHWEST OF LEWISTOWN ON LAND OWNED
 SR1113'BY ED KOTTRAS.  IT IS 34 FEET NORTH OF THE CENTER OF THE
 SR1113'GRAVEL ROAD, 31 FEET EAST OF THE GATE POST, 134.4 FEET
 SR1113'SOUTHEAST OF A SILVER GALVANIZED STEEL STORAGE TANK, AND 5
 SR1113'FEET NORTH OF A FENCE LINE, THE WITNESS POST HAS DETERIORATED.
 SR1113'
 SR1113'TO REACH THE STATION FROM THE GREAT NORTHERN RAILROAD DEPOT
 SR1113'IN LEWISTOWN, GO WEST ON HIGHWAY 87, TRUCK ROUTE BYPASS, FOR
 SR1113'1.5 MILES TO A ROAD FORKS, A GRAVEL ROAD GOING WEST AND
 SR1113'HIGHWAY 87 BEARING SOUTHWEST, TAKE THE GRAVEL ROAD, WEST,
 SR1113'FOR 0.5 MILE TO THE STATION ON THE RIGHT AND THE GRAIN STORAGE
 SR1113'TANK.
 SR1113'
 SR1113'A THOROUGH SEARCH FOR THE AZIMUTH MARK WAS MADE, BUT IT COULD
 SR1113'NOT BE FOUND.  IT IS BELIEVED ROAD CONSTRUCTION OR WIDENING
 SR1113'OF THE ROAD HAS DESTROYED THE MARK.
 SR1113'
 SR1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 SR1113'NORTHWEST OF LEWISTOWN
 SR1113
 SR1113                          STATION RECOVERY (1976)
 SR1113
 SR1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 SR1113'STATION RECOVERED AS DESCRIBED IN 1969.
 SR1113'
 SR1113'REFERENCE MARKS NOT SEARCHED FOR.
 SR1113'
 SR1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 SR1113'OF LEWISTOWN.
 SR1113
 SR1113                          STATION RECOVERY (1982)
 SR1113
 SR1113'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (MK)
 SR1113'BIG SPRING 1949 RECOVERED GOOD - ALTHOUGH RUN OVER BY BULLDOZER
 SR1113'TRACK, IS APPARENTLY NOT DISTURBED.  SEE ATTACHED LETTER FOR NEW
 SR1113'DESCRIPTION.
 SR1113'
 SR1113'I SET A METAL POST WITH STANDARD NGS W.P. SIGN 1 FOOT NORTH OF
 SR1113'STATION.
 SR1113'
 SR1113'BIG SPRING NO. 1 1949 HIT BY BULLDOZER AND TIPPED SLIGHTLY TO EAST.
 SR1113'NEW FENCE IS 1.3 FEET SOUTH OF THIS RM, ON NORTH SIDE OF COUNTY
 SR1113'HIGHWAY NO. 248.
 SR1113'
 SR1113'I SET A METAL POST WITH STANDARD NGS W.P. SIGN 1.2 FEET NORTH OF THIS
 SR1113'R.M.
 SR1113'
 SR1113'BIG SPRING NO. 2 1949 RECOVERED FAIR - APPARENTLY UNDISTURBED
 SR1113'ALTHOUGH RUN OVER BY BULLDOZER TRACK.  THERE IS NO LONGER ANY FENCE 3
 SR1113'FEET SOUTH OF THIS MARK.  FENCE IS GONE.  THIS RM IS ON NORTH
 SR1113'SIDE OF COUNTY HIGHWAY NO. 248 AND APPROXIMATELY 17-1/2 FEET
 SR1113'WEST OF THE CENTER OF MOCCASIN MTNS. DRIVE, A GRAVEL ROAD
 SR1113'RUNNING NORTH.
 SR1113'
 SR1113'I SET A METAL POST 1 FOOT NORTEAST OF THIS RM, WITHOUT AN NGS
 SR1113'W.P. SIGN.
 SR1113'
 SR1113'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.1 M. WEST OF GNRR STA.
 SR1113'IN LEWISTOWN, MT.
 SR1113
 SR1113                          STATION RECOVERY (1982)
 SR1113
 SR1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 SR1113'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 SR1113'CONDITION.  THE DIRECTION TO REFERENCE MARK 2 COMPARED FAVORABLY WITH
 SR1113'THE 1949 DATA, HOWEVER THE DISTANCE WAS FOUND TO BE GREATER BY 0.033
 SR1113'METER (0.108 FT).  REFERENCE MARK 1 WAS FOUND TILTED OUT OF POSITION
 SR1113'AND DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE
 SR1113'HIGHWAY HAS BEEN REBUILT IN THE AREA.  A NEW REFERENCE MARK 3 AND
 SR1113'AZIMUTH MARK 2 WERE ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 SR1113'FOLLOWS.
 SR1113'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF LEWISTOWN IN THE
 SR1113'SW 1/4 OF SECTION 8 T 15 N R 18 E AND ON THE SOUTH BOUNDARY OF THE
 SR1113'PLEASANT VIEW RANCHETTS SUB DIVISION.  TO REACH THE STATION FROM THE
 SR1113'JUNCTION OF US HIGHWAY 191 AND 191 BYPASS AT THE ABANDONED GREAT
 SR1113'NORTHERN RAILWAY DEPOT IN LEWISTOWN, GO WEST ON US HIGHWAY 191 BYPASS
 SR1113'FOR 2.41 KM (1.50 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 SR1113'COUNTY ROAD NUMBER 248 FOR 0.73 KM (0.45 MI) TO A SIDE ROAD RIGHT AND
 SR1113'THE STATION.
 SR1113'THE STATION IS A STANDARD CGS DISK STAMPED,---BIG SPRING 1949---, SET
 SR1113'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE
 SR1113'FLUSH WITH THE GROUND. THE STATION IS LOCATED 11 METERS (36.1 FT) EAST
 SR1113'FROM THE CENTER OF THE GRAVELED ROAD, 11 METERS (36.1 FT) NORTH FROM
 SR1113'THE CENTER OF COUNTY ROAD, 0.6 METER (2.0 FT) NORTHEAST FROM THE WEST
 SR1113'END OF THE RIGHT OF WAY FENCE, 0.3 METER (1.0 FT) NORTH FROM THE RIGHT
 SR1113'OF WAY FENCE AND 0.3 METER (1.0 FT) SOUTH FROM A METAL WITNESS POST.
 SR1113'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED,---BIG SPRING NO 2
 SR1113'1949---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12
 SR1113'INCHES) ON SIDE FLUSH WITH THE GROUND.  THE STATION IS LOCATED 11
 SR1113'METERS (36.1 FT) NORTH FROM THE CENTER OF THE COUNTY ROAD, 6.1 METERS
 SR1113'(20.0 FT) WEST FROM THE CENTER OF THE GRAVELED ROAD AND 0.3 METER (1.0
 SR1113'FT) SOUTH FROM A METAL WITNESS POST.  REFERENCE MARK NO 3 IS A
 SR1113'STANDARD NGS DISK STAMPED,---BIG SPRING 1949 NO 3 1982---, SET INTO
 SR1113'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER
 SR1113'PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED
 SR1113'16.5 METERS (54.1 FT) EAST FROM THE END OF THE RIGHT OF WAY FENCE, 11
 SR1113'METERS (36.1 FT) NORTH FROM THE CENTER OF THE COUNTY ROAD, 0.6 METER
 SR1113'(2.0 FT) SOUTH FROM A WITNESS POST AND 0.3 METER (1.0 FT) NORTH FROM
 SR1113'THE RIGHT OF WAY FENCE.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 SR1113'STAMPED,---BIG SPRING 1949---, SET INTO THE TOP OF A ROUND CONCRETE
 SR1113'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 20 CM (8 INCHES)
 SR1113'ABOVE THE GROUND.  THE STATION IS LOCATED 7 METERS (23.0 FT) WEST FROM
 SR1113'THE CENTER OF US HIGHWAY 191 BYPASS, 5.2 METERS (17.1 FT) SOUTH FROM
 SR1113'THE NORTH END OF A GUARDRAIL, 1.2 METERS (3.9 FT) NORTH FROM A WITNESS
 SR1113'POST AND 0.76 METER (2.49 FT) WEST FROM THE GUARDRAIL.  TO REACH THE
 SR1113'AZIMUTH MARK FROM THE STATION GO EAST ON COUNTY ROAD 248 FOR 0.73 KM
 SR1113'(0.45 MI) TO THE JUNCTION OF US HIGHWAY 191 BYPASS.  TURN RIGHT AND GO
 SR1113'SOUTH ON THE HIGHWAY FOR 0.08 KM (0.05 MI) TO THE NORTH END OF THE
 SR1113'GUARDRAIL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2445 ***********************************************************************
 AI2445  DESIGNATION -  BIG SPRING AZ MK 2
 AI2445  PID         -  AI2445
 AI2445  STATE/COUNTY-  MT/FERGUS
 AI2445  USGS QUAD   -  LEWISTOWN (1985)
 AI2445
 AI2445                         *CURRENT SURVEY CONTROL
 AI2445  ___________________________________________________________________
 AI2445* NAD 83(1992)-  47 04 09.97200(N)    109 27 32.07602(W)     ADJUSTED  
 AI2445* NAVD 88     -      1232.5    (meters)    4044.     (feet)  VERT ANG  
 AI2445  ___________________________________________________________________
 AI2445  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 AI2445  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 AI2445
 AI2445  HORZ ORDER  -  THIRD
 AI2445
 AI2445.The horizontal coordinates were established by classical geodetic methods
 AI2445.and adjusted by the National Geodetic Survey in December 2001..
 AI2445
 AI2445.The orthometric height was determined by vertical angle observations.
 AI2445
 AI2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2445
 AI2445.The geoid height was determined by GEOID03.
 AI2445
 AI2445;                    North         East     Units Scale Factor Converg.
 AI2445;SPC MT       -   313,292.921   603,119.195   MT  0.99939313   +0 01 48.2
 AI2445;SPC MT       - 1,027,863.91  1,978,737.52   iFT  0.99939313   +0 01 48.2
 AI2445;UTM  12      - 5,214,032.699   617,009.380   MT  0.99976827   +1 07 42.5
 AI2445
 AI2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2445!SPC MT       -   0.99980884  x   0.99939313  =   0.99920209
 AI2445!UTM  12      -   0.99980884  x   0.99976827  =   0.99957715
 AI2445
 AI2445                          SUPERSEDED SURVEY CONTROL
 AI2445
 AI2445.No superseded survey control is available for this station.
 AI2445
 AI2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1700914033(NAD 83)
 AI2445_MARKER: DZ = AZIMUTH MARK DISK
 AI2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2445_STAMPING: BIG SPRING 1949 NO 2 1982
 AI2445_MARK LOGO: NGS   
 AI2445_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2445+STABILITY: SURFACE MOTION
 AI2445
 AI2445  HISTORY     - Date     Condition        Report By
 AI2445  HISTORY     - 1982     MONUMENTED       NGS
 AI2445
 AI2445                          STATION DESCRIPTION
 AI2445
 AI2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AI2445'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) WEST OF LEWISTOWN AT
 AI2445'THE NORTH END OF THE GUARDRAIL AND ON HIGHWAY RIGHT OF WAY.  TO REACH
 AI2445'THE STATION FROM THE JUNCTION OF US HIGHWAYS 191 AND 191 BYPASS AT THE
 AI2445'ABANDONED GREAT NORTHERN RAILWAY STATION IN LEWISTOWN, GO WEST ON US
 AI2445'HIGHWAY 191 BYPASS FOR 2.41 KM (1.50 MI) TO A SIDE ROAD RIGHT.
 AI2445'CONTINUE AHEAD ON THE HIGHWAY FOR 0.08 KM (0.05 MI) TO HE NORTH END OF
 AI2445'THE GUARDRAIL AND THE STATION.  THE STATION MARK IS A STANDARD AZIMUTH
 AI2445'MARK DISK STAMPED,---BIG SPRING 1949 NO 2 1982---, SET IN THE TOP OF A
 AI2445'ROUND CONCRETE MONUMENT THAT PROJECTS 20 CM.  IT IS 7 M (23.0 FT) WEST
 AI2445'OF THE CENTER OF THE HIGHWAY, 5.2 M (17.1 FT) SOUTH OF THE NORTH END
 AI2445'OF THE GUARDRAIL AND 1.2 M (3.9 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2450 ***********************************************************************
 AI2450  DESIGNATION -  BIG SPRING RM 3
 AI2450  PID         -  AI2450
 AI2450  STATE/COUNTY-  MT/FERGUS
 AI2450  USGS QUAD   -  LEWISTOWN (1985)
 AI2450
 AI2450                         *CURRENT SURVEY CONTROL
 AI2450  ___________________________________________________________________
 AI2450* NAD 83(1992)-  47 04 12.41802(N)    109 28 05.91512(W)     ADJUSTED  
 AI2450* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 AI2450  ___________________________________________________________________
 AI2450  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 AI2450  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 AI2450
 AI2450  HORZ ORDER  -  THIRD
 AI2450
 AI2450.The horizontal coordinates were established by classical geodetic methods
 AI2450.and adjusted by the National Geodetic Survey in December 2001..
 AI2450
 AI2450.The orthometric height was scaled from a topographic map.
 AI2450
 AI2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2450
 AI2450.The geoid height was determined by GEOID03.
 AI2450
 AI2450;                    North         East     Units Scale Factor Converg.
 AI2450;SPC MT       -   313,368.080   602,405.617   MT  0.99939314   +0 01 23.5
 AI2450;SPC MT       - 1,028,110.50  1,976,396.38   iFT  0.99939314   +0 01 23.5
 AI2450;UTM  12      - 5,214,094.188   616,294.225   MT  0.99976622   +1 07 17.8
 AI2450
 AI2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2450!SPC MT       -   0.99980844  x   0.99939314  =   0.99920169
 AI2450!UTM  12      -   0.99980844  x   0.99976622  =   0.99957470
 AI2450
 AI2450                          SUPERSEDED SURVEY CONTROL
 AI2450
 AI2450.No superseded survey control is available for this station.
 AI2450
 AI2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1629414094(NAD 83)
 AI2450_MARKER: DR = REFERENCE MARK DISK
 AI2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2450_STAMPING: BIG SPRING 1949 NO 3 1982
 AI2450_MARK LOGO: NGS   
 AI2450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2450+STABILITY: SURFACE MOTION
 AI2450
 AI2450  HISTORY     - Date     Condition        Report By
 AI2450  HISTORY     - 1982     MONUMENTED       NGS
 AI2450
 AI2450                          STATION DESCRIPTION
 AI2450
 AI2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AI2450'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED, ---BIG SPRING 1949
 AI2450'NO 3 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12
 AI2450'INCHES) IN DIAMETER PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND.  THE
 AI2450'STATION IS LOCATED 16.5 METERS (54.1 FT) EAST FROM THE END OF THE
 AI2450'RIGHT OF WAY FENCE, 11 METERS (36.1 FT) NORTH FROM THE CENTER OF THE
 AI2450'COUNTY ROAD, 0.6 METER (2.0 FT) SOUTH FROM A WITNESS POST AND 0.3
 AI2450'METER (1.0 FT) NORTH FROM THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0925 ***********************************************************************
 TN0925  DESIGNATION -  BIG SWEDE LOOKOUT TOWER
 TN0925  PID         -  TN0925
 TN0925  STATE/COUNTY-  MT/LINCOLN
 TN0925  USGS QUAD   -  SWEDE MOUNTAIN (1983)
 TN0925
 TN0925                         *CURRENT SURVEY CONTROL
 TN0925  ___________________________________________________________________
 TN0925* NAD 83(1992)-  48 22 04.43236(N)    115 27 35.12585(W)     ADJUSTED  
 TN0925* NAVD 88     -                                                        
 TN0925  ___________________________________________________________________
 TN0925  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 TN0925  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TN0925
 TN0925  HORZ ORDER  -  THIRD
 TN0925
 TN0925.The horizontal coordinates were established by classical geodetic methods
 TN0925.and adjusted by the National Geodetic Survey in July 1992..
 TN0925
 TN0925
 TN0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0925
 TN0925.The geoid height was determined by GEOID03.
 TN0925
 TN0925;                    North         East     Units Scale Factor Converg.
 TN0925;SPC MT       -   474,373.772   158,992.173   MT  0.99967384   -4 21 34.5
 TN0925;SPC MT       - 1,556,344.40    521,627.86   iFT  0.99967384   -4 21 34.5
 TN0925;UTM  11      - 5,358,338.013   614,074.327   MT  0.99975988   +1 09 04.8
 TN0925
 TN0925                          SUPERSEDED SURVEY CONTROL
 TN0925
 TN0925  NAD 83(1986)-  48 22 04.44491(N)    115 27 35.13174(W) AD(       ) 4
 TN0925  NAD 27      -  48 22 04.60667(N)    115 27 31.55021(W) AD(       ) 3
 TN0925
 TN0925.Superseded values are not recommended for survey control.
 TN0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0925.See file dsdata.txt to determine how the superseded data were derived.
 TN0925
 TN0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1407458338(NAD 83)
 TN0925
 TN0925  HISTORY     - Date     Condition        Report By
 TN0925  HISTORY     - 1959     MONUMENTED       CGS
 TN0925
 TN0925                          STATION DESCRIPTION
 TN0925
 TN0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0925'STATION IS LOCATED ON THE HIGHEST POINT OF BIG SWEDE MOUNTAIN,
 TN0925'ABOUT 4-1/2 MILES EAST AND 1-1/2 MILES SOUTH OF LIBBY, 3 MILES
 TN0925'NORTHEAST OF U.S. HIGHWAY 2 AT THE NEAREST POINT AND 1-1/4 MILES
 TN0925'SOUTH OF THE KOOTENAI RIVER, IN THE NORTHEAST 1/4 OF SECTION
 TN0925'17, T 58 N, R 30 W.
 TN0925'
 TN0925'IT IS AN ELEVATED, WOODEN, CABIN, PAINTED WHITE, SUPPORTED
 TN0925'BY 4 POLE LEGS WITH AN OVERALL HEIGHT OF 61 FEET.
 TN0925'
 TN0925'A MEASUREMENT WITH A 30-METER TAPE WAS MADE FROM THE CENTER OF
 TN0925'THE LOOKOUT TOWER TO TRIANGULATION STATION SWEDE, THE DISTANCE
 TN0925'BEING 19.01 FEET OR 5.795 METERS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0364 ***********************************************************************
 QW0364  DESIGNATION -  BIG TIMBER
 QW0364  PID         -  QW0364
 QW0364  STATE/COUNTY-  MT/SWEET GRASS
 QW0364  USGS QUAD   -  BIG TIMBER (1981)
 QW0364
 QW0364                         *CURRENT SURVEY CONTROL
 QW0364  ___________________________________________________________________
 QW0364* NAD 83(1992)-  45 48 39.67161(N)    109 58 31.86507(W)     ADJUSTED  
 QW0364* NAVD 88     -      1360.912  (meters)    4464.93   (feet)  ADJUSTED  
 QW0364  ___________________________________________________________________
 QW0364  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 QW0364  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 QW0364  DYNAMIC HT  -        1360.511 (meters)    4463.61  (feet)  COMP
 QW0364  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 QW0364
 QW0364  HORZ ORDER  -  THIRD
 QW0364  VERT ORDER  -  FIRST     CLASS II
 QW0364
 QW0364.The horizontal coordinates were established by classical geodetic methods
 QW0364.and adjusted by the National Geodetic Survey in July 1992..
 QW0364
 QW0364.The orthometric height was determined by differential leveling
 QW0364.and adjusted by the National Geodetic Survey in June 1991..
 QW0364
 QW0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0364
 QW0364.The geoid height was determined by GEOID03.
 QW0364
 QW0364.The dynamic height is computed by dividing the NAVD 88
 QW0364.geopotential number by the normal gravity value computed on the
 QW0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0364.degrees latitude (g = 980.6199 gals.).
 QW0364
 QW0364.The modeled gravity was interpolated from observed gravity values.
 QW0364
 QW0364;                    North         East     Units Scale Factor Converg.
 QW0364;SPC MT       -   173,594.010   563,054.236   MT  0.99961014   -0 20 52.2
 QW0364;SPC MT       -   569,534.15  1,847,290.80   iFT  0.99961014   -0 20 52.2
 QW0364;UTM  12      - 5,073,561.149   579,597.525   MT  0.99967789   +0 44 04.7
 QW0364
 QW0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0364!SPC MT       -   0.99978849  x   0.99961014  =   0.99939871
 QW0364!UTM  12      -   0.99978849  x   0.99967789  =   0.99946645
 QW0364
 QW0364:                Primary Azimuth Mark                     Grid Az
 QW0364:SPC MT       -  OTTER                                    000 48 22.0
 QW0364:UTM  12      -  OTTER                                    359 43 25.1
 QW0364
 QW0364|---------------------------------------------------------------------|
 QW0364| PID    Reference Object                     Distance      Geod. Az  |
 QW0364|                                                           dddmmss.s |
 QW0364| QW0641 OTTER                               APPROX.12.5 KM 0002729.8 |
 QW0364|---------------------------------------------------------------------|
 QW0364
 QW0364                          SUPERSEDED SURVEY CONTROL
 QW0364
 QW0364  NAD 83(1986)-  45 48 39.66874(N)    109 58 31.85348(W) AD(       ) 3
 QW0364  NAD 27      -  45 48 39.88423(N)    109 58 29.18401(W) AD(       ) 3
 QW0364  NGVD 29 (??/??/92) 1359.897  (m)         4461.60   (f) ADJ UNCH    1 2
 QW0364
 QW0364.Superseded values are not recommended for survey control.
 QW0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0364.See file dsdata.txt to determine how the superseded data were derived.
 QW0364
 QW0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR7959873561(NAD 83)
 QW0364_MARKER: DD = SURVEY DISK
 QW0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0364_SP_SET: FOUNDATION
 QW0364_STAMPING: BIG TIMBER 1948
 QW0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0364
 QW0364  HISTORY     - Date     Condition        Report By
 QW0364  HISTORY     - 1948     MONUMENTED       USGS
 QW0364  HISTORY     - 1952     GOOD             USGS
 QW0364  HISTORY     - 1958     GOOD             NGS
 QW0364  HISTORY     - 1982     GOOD             NGS
 QW0364
 QW0364                          STATION DESCRIPTION
 QW0364
 QW0364'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (IJB)
 QW0364'ABOUT 2.5 MI. SW. OF BIG TIMBER, AT NE. CORNER OF LANDING FIELD.
 QW0364'TO REACH FROM BIG TIMBER POST OFFICE, GO SE. AND THEN SW. ON MCLEOD
 QW0364'ST. 1.9 MI. TO SIDE RD. NW. THENCE RIGHT ON SIDE RD. 0.8 MI. TO
 QW0364'AIRPORT BEACON AND STATION SITE.
 QW0364'
 QW0364'RECOVERED BY I.J. BENES IN 1952.
 QW0364'
 QW0364'STATION MARK - STANDARD TABLET CEMENTED IN CONCRETE BASE UNDER CENTER
 QW0364'OF STEEL BEACON TOWER AND STAMPED ---BIG TIMBER 1948---.
 QW0364'
 QW0364'REFERENCE MARK NO.1 - STANDARD RM TABLET SET IN CONCRETE POST 16.3 FT.
 QW0364'SW. OF STATION N 37 DEG 16 MIN E.,
 QW0364'STAMPED --- BIG TIMBER R.M.1---.
 QW0364'
 QW0364'REFERENCE MARK NO.2 - STANDARD RM TABLET SET IN CONCRETE POST 26.75
 QW0364'FT. NW. OF STATION S 39 DEG 24 MIN E.,
 QW0364'STAMPED ---BIG TIMBER R.M.2---.
 QW0364
 QW0364                          STATION RECOVERY (1958)
 QW0364
 QW0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QW0364'2.75 MI SW FROM BIG TIMBER.
 QW0364'ABOUT 0.75 MILE SOUTHEAST ALONG MCLEOD AVENUE FROM THE NORTHERN
 QW0364'PACIFIC RAILWAY STATION AT BIG TIMBER, THENCE 1.2 MILES SOUTHWEST
 QW0364'ALONG THE ASPHALT ROAD LEADING TO MCLEOD, AND THENCE 0.8 MILE WEST
 QW0364'ALONG A GRAVEL ROAD TO THE BIG TIMBER AIRPORT AT THE TOP OF THE MESA,
 QW0364'IN SECTION 27, T 1 N, R 14 E, AT THE BEACON, IN THE TOP OF A CONCRETE
 QW0364'FOUNDATION AND DIRECTLY IN THE CENTER OF THE FOUR STEEL LEGS OF THE
 QW0364'TOWER, AND ABOUT 4 INCHES ABOVE THE GROUND.
 QW0364
 QW0364                          STATION RECOVERY (1982)
 QW0364
 QW0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0365 ***********************************************************************
 QW0365  DESIGNATION -  BIG TIMBER RM 1
 QW0365  PID         -  QW0365
 QW0365  STATE/COUNTY-  MT/SWEET GRASS
 QW0365  USGS QUAD   -  BIG TIMBER (1981)
 QW0365
 QW0365                         *CURRENT SURVEY CONTROL
 QW0365  ___________________________________________________________________
 QW0365* NAD 83(1986)-  45 48 39.     (N)    109 58 31.     (W)     SCALED    
 QW0365* NAVD 88     -      1360.891  (meters)    4464.86   (feet)  ADJUSTED  
 QW0365  ___________________________________________________________________
 QW0365  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 QW0365  DYNAMIC HT  -        1360.490 (meters)    4463.54  (feet)  COMP
 QW0365  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 QW0365
 QW0365  VERT ORDER  -  FIRST     CLASS II
 QW0365
 QW0365.The horizontal coordinates were scaled from a topographic map and have
 QW0365.an estimated accuracy of +/- 6 seconds.
 QW0365
 QW0365.The orthometric height was determined by differential leveling
 QW0365.and adjusted by the National Geodetic Survey in June 1991..
 QW0365
 QW0365.The geoid height was determined by GEOID03.
 QW0365
 QW0365.The dynamic height is computed by dividing the NAVD 88
 QW0365.geopotential number by the normal gravity value computed on the
 QW0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0365.degrees latitude (g = 980.6199 gals.).
 QW0365
 QW0365.The modeled gravity was interpolated from observed gravity values.
 QW0365
 QW0365;                    North         East    Units  Estimated Accuracy
 QW0365;SPC MT       -   173,570.      563,070.      MT  (+/- 180 meters Scaled)
 QW0365
 QW0365                          SUPERSEDED SURVEY CONTROL
 QW0365
 QW0365  NGVD 29 (??/??/92) 1359.876  (m)         4461.53   (f) ADJ UNCH    1 2
 QW0365
 QW0365.Superseded values are not recommended for survey control.
 QW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0365.See file dsdata.txt to determine how the superseded data were derived.
 QW0365
 QW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR796735(NAD 83)
 QW0365_MARKER: DR = REFERENCE MARK DISK
 QW0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0365_STAMPING: BIG TIMBER R M 1
 QW0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0365+STABILITY: SURFACE MOTION
 QW0365
 QW0365  HISTORY     - Date     Condition        Report By
 QW0365  HISTORY     - 1948     MONUMENTED       USGS
 QW0365  HISTORY     - 1958     GOOD             NGS
 QW0365  HISTORY     - 1982     GOOD             NGS
 QW0365
 QW0365                          STATION DESCRIPTION
 QW0365
 QW0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QW0365'2.75 MI SW FROM BIG TIMBER.
 QW0365'ABOUT 0.75 MILE SOUTHEAST ALONG MCLEOD AVENUE FROM THE NORTHERN
 QW0365'PACIFIC RAILWAY STATION AT BIG TIMBER, THENCE 1.2 MILES SOUTHWEST
 QW0365'ALONG THE ASPHALT ROAD LEADING TO MCLEOD, AND THENCE 0.8 MILE WEST
 QW0365'ALONG A GRAVEL ROAD TO THE BIG TIMBER AIRPORT AT THE TOP OF THE MESA,
 QW0365'IN SECTION 27, T 1 N, R 14 E, 187 FEET NORTHWEST OF THE NORTHWEST
 QW0365'CORNER OF A LARGE CONCRETE BLOCK HANGAR, 9 1/2 FEET SOUTH OF THE SOUTH
 QW0365'LEG OF THE BEACON TOWER, 5 1/2 FEET EAST OF THE EAST CORNER OF A STEEL
 QW0365'BUILDING, IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QW0365
 QW0365                          STATION RECOVERY (1982)
 QW0365
 QW0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0366 ***********************************************************************
 QW0366  DESIGNATION -  BIG TIMBER RM 2
 QW0366  PID         -  QW0366
 QW0366  STATE/COUNTY-  MT/SWEET GRASS
 QW0366  USGS QUAD   -  BIG TIMBER (1981)
 QW0366
 QW0366                         *CURRENT SURVEY CONTROL
 QW0366  ___________________________________________________________________
 QW0366* NAD 83(1986)-  45 48 39.     (N)    109 58 31.     (W)     SCALED    
 QW0366* NAVD 88     -      1360.890  (meters)    4464.85   (feet)  ADJUSTED  
 QW0366  ___________________________________________________________________
 QW0366  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 QW0366  DYNAMIC HT  -        1360.490 (meters)    4463.54  (feet)  COMP
 QW0366  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 QW0366
 QW0366  VERT ORDER  -  FIRST     CLASS II
 QW0366
 QW0366.The horizontal coordinates were scaled from a topographic map and have
 QW0366.an estimated accuracy of +/- 6 seconds.
 QW0366
 QW0366.The orthometric height was determined by differential leveling
 QW0366.and adjusted by the National Geodetic Survey in June 1991..
 QW0366
 QW0366.The geoid height was determined by GEOID03.
 QW0366
 QW0366.The dynamic height is computed by dividing the NAVD 88
 QW0366.geopotential number by the normal gravity value computed on the
 QW0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0366.degrees latitude (g = 980.6199 gals.).
 QW0366
 QW0366.The modeled gravity was interpolated from observed gravity values.
 QW0366
 QW0366;                    North         East    Units  Estimated Accuracy
 QW0366;SPC MT       -   173,570.      563,070.      MT  (+/- 180 meters Scaled)
 QW0366
 QW0366                          SUPERSEDED SURVEY CONTROL
 QW0366
 QW0366  NGVD 29 (??/??/92) 1359.876  (m)         4461.53   (f) ADJ UNCH    1 2
 QW0366
 QW0366.Superseded values are not recommended for survey control.
 QW0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0366.See file dsdata.txt to determine how the superseded data were derived.
 QW0366
 QW0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR796735(NAD 83)
 QW0366_MARKER: DD = SURVEY DISK
 QW0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0366_STAMPING: BIG TIMBER R M 2
 QW0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0366+STABILITY: SURFACE MOTION
 QW0366
 QW0366  HISTORY     - Date     Condition        Report By
 QW0366  HISTORY     - 1948     MONUMENTED       USGS
 QW0366  HISTORY     - 1958     GOOD             NGS
 QW0366  HISTORY     - 1982     GOOD             NGS
 QW0366
 QW0366                          STATION DESCRIPTION
 QW0366
 QW0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QW0366'2.75 MI SW FROM BIG TIMBER.
 QW0366'ABOUT 0.75 MILE SOUTHEAST ALONG MCLEOD AVENUE FROM THE NORTHERN
 QW0366'PACIFIC RAILWAY STATION AT BIG TIMBER, THENCE 1.2 MILES SOUTHWEST
 QW0366'ALONG THE ASPHALT ROAD LEADING TO MCLEOD, AND THENCE 0.8 MILE WEST
 QW0366'ALONG A GRAVEL ROAD TO THE BIG TIMBER AIRPORT AT THE TOP OF THE MESA,
 QW0366'IN SECTION 27, T 1 N, R 14 E, 21 1/2 FEET NORTHWEST OF THE WEST LEG OF
 QW0366'BEACON TOWER, 26 1/2 FEET NORTHWEST OF TRIANGULATION STATION BIG
 QW0366'TIMBER, 5 FEET SOUTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST
 QW0366'FLUSH WITH THE GROUND.
 QW0366
 QW0366                          STATION RECOVERY (1982)
 QW0366
 QW0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0492 ***********************************************************************
 SQ0492  DESIGNATION -  BIGELOW
 SQ0492  PID         -  SQ0492
 SQ0492  STATE/COUNTY-  MT/GARFIELD
 SQ0492  USGS QUAD   -  COAL CREEK (1967)
 SQ0492
 SQ0492                         *CURRENT SURVEY CONTROL
 SQ0492  ___________________________________________________________________
 SQ0492* NAD 83(1992)-  47 19 16.26951(N)    106 15 07.10335(W)     ADJUSTED  
 SQ0492* NAVD 88     -       847.0    (meters)    2779.     (feet)  VERTCON   
 SQ0492  ___________________________________________________________________
 SQ0492  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 SQ0492  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 SQ0492
 SQ0492  HORZ ORDER  -  THIRD
 SQ0492
 SQ0492.The horizontal coordinates were established by classical geodetic methods
 SQ0492.and adjusted by the National Geodetic Survey in July 1992..
 SQ0492
 SQ0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0492
 SQ0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0492
 SQ0492.The geoid height was determined by GEOID03.
 SQ0492
 SQ0492;                    North         East     Units Scale Factor Converg.
 SQ0492;SPC MT       -   346,350.855   845,331.736   MT  0.99940711   +2 22 33.4
 SQ0492;SPC MT       - 1,136,321.70  2,773,398.08   iFT  0.99940711   +2 22 33.4
 SQ0492;UTM  13      - 5,241,617.316   405,390.515   MT  0.99971000   -0 55 13.7
 SQ0492
 SQ0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0492!SPC MT       -   0.99986977  x   0.99940711  =   0.99927696
 SQ0492!UTM  13      -   0.99986977  x   0.99971000  =   0.99957981
 SQ0492
 SQ0492:                Primary Azimuth Mark                     Grid Az
 SQ0492:SPC MT       -  BIGELOW AZ MK                            002 29 26.8
 SQ0492:UTM  13      -  BIGELOW AZ MK                            005 47 13.9
 SQ0492
 SQ0492|---------------------------------------------------------------------|
 SQ0492| PID    Reference Object                     Distance      Geod. Az  |
 SQ0492|                                                           dddmmss.s |
 SQ0492| CQ5089 BIGELOW AZ MK                                      0045200.2 |
 SQ0492| CQ5091 BIGELOW RM 2                                       11321     |
 SQ0492| SQ0493 DOME SHAPED ROCK                    APPROX.22.2 KM 2681329.0 |
 SQ0492| CQ5090 BIGELOW RM 1                                       35242     |
 SQ0492|---------------------------------------------------------------------|
 SQ0492
 SQ0492                          SUPERSEDED SURVEY CONTROL
 SQ0492
 SQ0492  NAD 83(1986)-  47 19 16.26209(N)    106 15 07.07618(W) AD(       ) 3
 SQ0492  NAD 27      -  47 19 16.28100(N)    106 15 04.96500(W) AD(       ) 3
 SQ0492  NGVD 29 (07/19/86)  846.4    (m)         2777.     (f) VERT ANG       
 SQ0492
 SQ0492.Superseded values are not recommended for survey control.
 SQ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0492.See file dsdata.txt to determine how the superseded data were derived.
 SQ0492
 SQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN0539141617(NAD 83)
 SQ0492_MARKER: DS = TRIANGULATION STATION DISK
 SQ0492_SETTING: 66 = SET IN ROCK OUTCROP
 SQ0492_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SQ0492
 SQ0492  HISTORY     - Date     Condition        Report By
 SQ0492  HISTORY     - 1934     MONUMENTED       CGS
 SQ0492  HISTORY     - 1965     GOOD             USGS
 SQ0492  HISTORY     - 1967     SEE DESCRIPTION  USGS
 SQ0492  HISTORY     - 1975     GOOD             USGS
 SQ0492
 SQ0492                          STATION DESCRIPTION
 SQ0492
 SQ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0492'STATION IS ABOUT 6 MILES EAST-SOUTHEAST OF THE VAN NORMAN
 SQ0492'POST OFFICE AND IS ON THE SOUTHEAST AND HIGHER END OF A
 SQ0492'ROUGH, ROCKY, ISOLDATED BUTTE ON THE GRASSY DIVIDE BETWEEN
 SQ0492'TIMBER AND LITTLE DRY CREEKS.  THIS BUTTE RISES ABOUT 75
 SQ0492'FEET ABOVE THE DIVIDE AND IS ABOUT 100 YARDS EAST OF A
 SQ0492'PRAIRIE ROAD.  THE BUTTE CONSISTS OF A ROCKY RIDGE ABOUT
 SQ0492'50 YARDS IN LENGTH.  THE STATION MARK, IS THREE FEET
 SQ0492'EAST OF A ROCK CAIRN ON THE OUTCROPPING SANDSTONE.
 SQ0492'
 SQ0492'THE STATION IS REACHED FROM THE VAN NORMAN POST OFFICE BY GOING
 SQ0492'EAST AND NORTH ON THE MAIN ROAD 1.5 MILES TO A GRADED ROAD
 SQ0492'LEADING TO THE EAST.  TAKE THIS ROAD 0.9 MILE EAST TO THE
 SQ0492'FORD ON THE BIG DRY CREEK.  CROSS THE CREEK AND CONTINUE ON
 SQ0492'THE ROAD 5.5 MILES TO THE TOP OF THE DIVIDE.  AT THIS POINT
 SQ0492'TURN OFF THE ROAD TO THE RIGHT OR SOUTH.  DRIVE SOUTH ALONG
 SQ0492'THE DIVIDE.  A DIM ROAD WILL BE FOUND WITHIN 1/4 MILE.  FOLLOW
 SQ0492'THIS ROAD SOUTH AND SOUTHEAST ALONG THE DIVIDE 1.4 MILES
 SQ0492'TO A BUTTE ON THE LEFT, A DISTANCE OF ABOUT 100 YARDS.  DRIVE
 SQ0492'EAST AROUND THE BUTTE, EITHER TO THE NORTH OR TO THE SOUTH,
 SQ0492'INTO A SADDLE SOUTHEAST OF THE STATION.  FROM THIS POINT
 SQ0492'THE STATION IS ABOUT 60 YARDS NORTHWEST ON THE BUTTE.
 SQ0492'
 SQ0492'REFERENCE MARK NO. 1, IS NORTH OF THE STATION.
 SQ0492'THE TELESCOPE COULD NOT BE FOCUSED UPON THIS MARK DUE TO ITS
 SQ0492'PROXIMITY.
 SQ0492'
 SQ0492'REFERENCE MARK NO. 2, IS EAST-SOUTHEAST OF STATION.
 SQ0492'
 SQ0492'THE AZIMUTH MARK, IS ABOUT 1/2 MILE NORTH OF THE
 SQ0492'STATION.  IT IS 9 FEET EAST OF THE CENTER OF THE ROAD AND IS ON
 SQ0492'A LOW RIDGE.
 SQ0492'
 SQ0492'A 4-FOOT STAND WAS ERECTED.
 SQ0492
 SQ0492                          STATION RECOVERY (1965)
 SQ0492
 SQ0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0492'THE STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 SQ0492'
 SQ0492'REVISED DESCRIPTION--TO REACH FROM JUNCTION OF MONTANA STATE
 SQ0492'HIGHWAY 20 AND MONTANA SECONDARY 253 AT BROADWAY, GO W ON
 SQ0492'SH 20 FOR 20.1 MI. TO A RANCH ROAD S.  TURN LEFT OFF HIGHWAY
 SQ0492'FOR 0.3 MI. TO A ROCK CAPPED BUTTE ON LEFT AND STATION.
 SQ0492
 SQ0492                          STATION RECOVERY (1967)
 SQ0492
 SQ0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SQ0492'STATION RECOVERED.  FROM THE POST OFFICE IN JORDAN, MONTANA GO
 SQ0492'EAST ALONG STATE HIGHWAY 20 FOR 32.0 MILES TO A ROAD JUNCTION.
 SQ0492'TURN RIGHT AND GO ALONG DIRT ROAD LEADING TO THE GIBBS RANCH
 SQ0492'FOR 0.4 MILE AND STATION SITE ON THE LEFT.  ABUT 300 FEET
 SQ0492'EAST OF ROAD ON TOP OF BUTTE AT ABOUT 200 FEET SOUTHEAST OF THE
 SQ0492'NORTH END OF BUTTE.  A STANDARD TABLET SET IN TOP OF A LARGE
 SQ0492'ROCK, WHICH PROJECTS ABOUT 4 FEET ABOVE GROUND.  STAMPED
 SQ0492'BIGELOW.
 SQ0492'
 SQ0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS
 SQ0492'ABOUT 6 MILES EAST-SOUTHEAST OF VAN NORMAN.
 SQ0492
 SQ0492                          STATION RECOVERY (1975)
 SQ0492
 SQ0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SQ0492'RECOVERED.
 SQ0492'
 SQ0492'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF LARGE ROCK,
 SQ0492'AND STAMPED ---BIGELOW 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA5458 ***********************************************************************
 AA5458  FBN         -  This is a Federal Base Network Control Station.
 AA5458  PACS        -  This is a Primary Airport Control Station.
 AA5458  DESIGNATION -  BIL A
 AA5458  PID         -  AA5458
 AA5458  STATE/COUNTY-  MT/YELLOWSTONE
 AA5458  USGS QUAD   -  BILLINGS WEST (1975)
 AA5458
 AA5458                         *CURRENT SURVEY CONTROL
 AA5458  ___________________________________________________________________
 AA5458* NAD 83(1999)-  45 48 23.07148(N)    108 32 36.25703(W)     ADJUSTED  
 AA5458* NAVD 88     -      1090.341  (meters)    3577.23   (feet)  ADJUSTED  
 AA5458  ___________________________________________________________________
 AA5458  X           -  -1,416,640.981 (meters)                     COMP
 AA5458  Y           -  -4,223,258.555 (meters)                     COMP
 AA5458  Z           -   4,551,046.294 (meters)                     COMP
 AA5458  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 AA5458  ELLIP HEIGHT-        1077.04  (meters)          (10/12/00) GPS OBS
 AA5458  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 AA5458  DYNAMIC HT  -        1090.101 (meters)    3576.44  (feet)  COMP
 AA5458  MODELED GRAV-     980,357.1   (mgal)                       NAVD 88
 AA5458
 AA5458  HORZ ORDER  -  A
 AA5458  VERT ORDER  -  FIRST     CLASS II
 AA5458  ELLP ORDER  -  THIRD     CLASS I
 AA5458
 AA5458.This mark is at Billings Logan Intl Airport (BIL)
 AA5458
 AA5458.The horizontal coordinates were established by GPS observations
 AA5458.and adjusted by the National Geodetic Survey in October 2000..
 AA5458.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5458.DATUM ITEM on the data sheet items page.
 AA5458
 AA5458.The orthometric height was determined by differential leveling
 AA5458.and adjusted by the National Geodetic Survey in April 2001..
 AA5458
 AA5458.Photographs are available for this station.
 AA5458
 AA5458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5458
 AA5458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5458
 AA5458.The ellipsoidal height was determined by GPS observations
 AA5458.and is referenced to NAD 83.
 AA5458
 AA5458.The geoid height was determined by GEOID03.
 AA5458
 AA5458.The dynamic height is computed by dividing the NAVD 88
 AA5458.geopotential number by the normal gravity value computed on the
 AA5458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5458.degrees latitude (g = 980.6199 gals.).
 AA5458
 AA5458.The modeled gravity was interpolated from observed gravity values.
 AA5458
 AA5458;                    North         East     Units Scale Factor Converg.
 AA5458;SPC MT       -   173,423.434   674,328.314   MT  0.99961180   +0 41 59.1
 AA5458;SPC MT       -   568,974.52  2,212,363.23   iFT  0.99961180   +0 41 59.1
 AA5458;UTM  12      - 5,075,473.399   690,880.586   MT  1.00004795   +1 45 42.8
 AA5458
 AA5458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5458!SPC MT       -   0.99983118  x   0.99961180  =   0.99944304
 AA5458!UTM  12      -   0.99983118  x   1.00004795  =   0.99987912
 AA5458
 AA5458                          SUPERSEDED SURVEY CONTROL
 AA5458
 AA5458  NAD 83(1992)-  45 48 23.07145(N)    108 32 36.25830(W) AD(       ) A
 AA5458  ELLIP H (06/30/95) 1077.10   (m)                       GP(       ) 1 1
 AA5458  NAVD 88 (06/30/95) 1090.34   (m)         3577.2    (f) LEVELING    3  
 AA5458
 AA5458.Superseded values are not recommended for survey control.
 AA5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5458.See file dsdata.txt to determine how the superseded data were derived.
 AA5458
 AA5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9088175473(NAD 83)
 AA5458_MARKER: I = METAL ROD
 AA5458_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA5458+WITH SETTING: INFORMATION.
 AA5458_STAMPING: BIL A 1995
 AA5458_MARK LOGO: NGS   
 AA5458_PROJECTION: FLUSH
 AA5458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5458+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2003
 AA5458_ROD/PIPE-DEPTH: 2.00 meters
 AA5458_SLEEVE-DEPTH  : 0.90 meters
 AA5458
 AA5458  HISTORY     - Date     Condition        Report By
 AA5458  HISTORY     - 19950101 MONUMENTED       NGS
 AA5458  HISTORY     - 19990630 GOOD             NGS
 AA5458  HISTORY     - 19991013 GOOD             NGS
 AA5458  HISTORY     - 20000914 GOOD             NGS
 AA5458  HISTORY     - 20010709 GOOD             NGS
 AA5458  HISTORY     - 20010709 GOOD             NGS
 AA5458  HISTORY     - 20021028 GOOD             NGS
 AA5458  HISTORY     - 20030210 GOOD             INDIV
 AA5458
 AA5458                          STATION DESCRIPTION
 AA5458
 AA5458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RPB)
 AA5458'THE STATION IS LOCATED AT THE BILLINGS LOGAN INTERNATIONAL AIRPORT IN
 AA5458'A GRASS AREA SW OF THE MAIN RUNWAY BETWEEN THE RTR TOWERS AND THE
 AA5458'WEATHER STATION. PERMISSION AND AN ESCORT TO THE MARK MUST BE OBTAINED
 AA5458'FROM FAA FACILITIES PERSONNEL OR AIRPORT OPERATIONS. THE MARK IS
 AA5458'LOCATED 98.15 M (322.01 FT) ENE OF THE EASTERNMOST RTR TOWER, 46.12 M
 AA5458'(151.31 FT) WEST OF THE WESTERNMOST INSTRUMENT OF THE WEATHER STATION,
 AA5458'AND APPROXIMATELY 60 M (196.8 FT) SW OF THE SW EDGE OF THE MAIN
 AA5458'RUNWAY.  A FIBERGLASS WITNESS POST OS LOCATED 0.8 M (2.6 FT) EAST OF
 AA5458'THE MARK.
 AA5458
 AA5458                          STATION RECOVERY (1999)
 AA5458
 AA5458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA5458'THE STATION IS LOCATED IN BILLINGS, AT THE BILLINGS LOGAN
 AA5458'INTERNATIONAL AIRPORT, IN A GRASSY AREA BETWEEN THE RTR TOWERS AND THE
 AA5458'AWAS WEATHER TOWER LOCATED ON THE SOUTH SIDE OF THE MAIN RUNWAY.
 AA5458'OWNERSHIP--CITY OF BILLINGS.  NOTE-CONTACT MR. DONALD KIM ANNIN,
 AA5458'MANAGER OF ENGINEERING AND PLANNING, PHONE 406-657-8482 OR OPERATIONS,
 AA5458'PHONE 657-8496, ONE DAY IN ADVANCE FOR AN ESCORT TO THE STATION.  TO
 AA5458'REACH THE STATION FROM THE NORTHWEST END OF THE US HIGHWAY 87 BRIDGE
 AA5458'OVER INTERSTATE HIGHWAY 90 (EXIT 452) ON THE EAST SIDE OF BILLINGS, GO
 AA5458'WESTERLY ON HIGHWAY 87 FOR 1.93 KM (1.20 MI) TO THE JUNCTION OF 1ST
 AA5458'AVENUE (BUSINESS ROUTE 90) AND HIGHWAY 87 NORTH (MAIN STREET).  TURN
 AA5458'RIGHT, NORTH ON HIGHWAY 87 FOR 1.20 KM (0.75 MI) TO THE JUNCTION OF
 AA5458'AIRPORT ROAD ON THE LEFT.  TURN LEFT, WEST ON AIRPORT ROAD FOR 4.67 KM
 AA5458'(2.90 MI) TO THE JUNCTION OF THE AIRPORT TERMINAL ENTRANCE ROAD ON THE
 AA5458'RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD, THEN LEFT INTO THE EMPLOYEE
 AA5458'PARKING LOT TO OBTAIN ESCORT TO THE STATION.  THE STATION IS A PUNCH
 AA5458'MARK ON THE TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE,
 AA5458'ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 AA5458'CONCRETE FLUSH WITH GROUND. LOCATED 98.15 M (322.01 FT) EAST-NORTHEAST
 AA5458'OF THE EAST RTR TOWERS, 60.05 M (197.01 FT) SOUTH OF THE SOUTH EDGE OF
 AA5458'THE RUNWAY, 46.12 M (151.31 FT) WEST OF THE AWAS TOWER AND 0.8 M (2.6
 AA5458'FT) WEST OF A FIBERGLASS WITNESS POST.
 AA5458
 AA5458                          STATION RECOVERY (1999)
 AA5458
 AA5458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA5458'RECOVERED AS DESCRIBED.
 AA5458
 AA5458                          STATION RECOVERY (2000)
 AA5458
 AA5458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AA5458'5.7 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 3 (27TH STREET) FROM
 AA5458'THE JUNCTION OF INTERSTATE 90 (EXIT 450) IN BILLINGS, THENCE 0.7 KM
 AA5458'(0.45 MI) WESTERLY ALONG TERMINAL CIRCLE LEADING TO THE BILLINGS LOGAN
 AA5458'INTERNATIONAL AIRPORT, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG OVERLOOK
 AA5458'DRIVE TO THE AIRPORT AVIATION OPERATIONS CENTER, THENCE 0.1 KM (0.05
 AA5458'MI) NORTHERLY THROUGH A GATE AND ALONG A PAVED ROAD ON THE EAST SIDE
 AA5458'OF THE CENTER, THENCE 0.2 KM (0.10 MI) WESTERLY CROSSING A PAVED
 AA5458'APRON, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A PAVED ROAD CROSSING A
 AA5458'TAXIWAY TO A BUILDING BETWEEN 3 RADIO TOWERS, THENCE 0.1 KM (0.05 MI)
 AA5458'EASTERLY ACROSS A GRASS FIELD, 100.0 M (328.1 FT) SOUTH OF THE SOUTH
 AA5458'EDGE OF THE MAIN TAXIWAY, 98.2 M (322.2 FT) NORTHEAST OF THE MOST
 AA5458'EASTERLY RADIO TOWER, 46.2 M (151.6 FT) WEST OF A WEATHER STATION RAIN
 AA5458'GAUGE, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST. NOTE--ACCESS TO THE
 AA5458'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE MARK IS ON PROPERTY
 AA5458'OWNED BY THE BILLINGS LOGAN INTERNATIONAL AIRPOST, 2281 OVERLOOK
 AA5458'DRIVE, BILLINGS, MT 59109, TELEPHONE (406) 657-8496.  THIS IS A
 AA5458'FEDERAL BASE NETWORK CONTROL STATION.
 AA5458
 AA5458                          STATION RECOVERY (2001)
 AA5458
 AA5458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AA5458'THE STATION IS LOCATED ON A HIGH PLATEAU ON THE NORTH SIDE OF
 AA5458'BILLINGS AT THE BILLINGS LOGAN INTERNATIONAL AIRPORT, NEAR MIDFIELD,
 AA5458'BETWEEN THE RTR TOWERS AND AN AWOS, AND IN THE GRASS MEDIAN
 AA5458'BETWEEN RUNWAY 10L-28R AND ITS PARALLEL TAXIWAY (TAXIWAY A).
 AA5458'OWNERSHIP--CITY OF BILLINGS, BILLINGS LOGAN INTERNATIONAL AIRPORT
 AA5458'AUTHORITY, 1901 TERMINAL CIRCLE ROAD, BILLINGS, MT 59105.  AIRPORT
 AA5458'SUPERVISOR IS THOMAS H. BINFORD.  PHONE 406-657-8495.  CONTACT HIM
 AA5458'AND OPERATIONS IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION
 AA5458'AND ACCESS THROUGH THE LOCKED GATE.  AN ESCORT MAY BE REQUIRED.
 AA5458' 
 AA5458'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AA5458'HIGHWAY 90 AND 27TH STREET (EXIT450) NEAR THE SOUTHEAST SIDE OF
 AA5458'BILLINGS,  GO NORTHWEST ON 27TH STREET FOR 3.5 MI TO THE AIRPORT
 AA5458'ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, THEN WEST, ON THE ROAD
 AA5458'FOR 0.5 MI PASSING IN FRONT OF THE TERMINAL TO A ROAD RIGHT.  TURN
 AA5458'RIGHT, WEST, FOR 0.1 MI TO A GATE ON THE RIGHT LEADING TO THE
 AA5458'FIREHOUSE AND OPERATIONS BUILDING.  TURN RIGHT, NORTH, PASSING
 AA5458'THROUGH THE GATE, THEN EAST, ALONG TAXIWAY J FOR 0.25 MI TO TAXIWAY D.
 AA5458'TURN LEFT, NORTHEAST, ALONG TAXIWAY D FOR 0.15 MI TO TAXIWAY A (THE
 AA5458'PARALLEL TAXIWAY FOR RUNWAY 10L-28R).  TURN LEFT, WEST FOR 0.1 MI TO
 AA5458'THE
 AA5458'STATION ON THE RIGHT.
 AA5458' 
 AA5458'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN
 AA5458'A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AA5458'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 AA5458'GROUND.  IT IS 322.0 FT EAST-NORTHEAST OF THE EAST RTR TOWER, 197.1
 AA5458'FT SOUTHWEST OF THE RUNWAY EDGE, 151.3 FT WEST OF THE AWOS
 AA5458'TOWER,  AND 2.6 FT WEST OF A FIBERGLASS WITNESS POST.
 AA5458' 
 AA5458'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AA5458' 
 AA5458' 
 AA5458' 
 AA5458'
 AA5458
 AA5458                          STATION RECOVERY (2001)
 AA5458
 AA5458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AA5458'RECOVERED AS DESCRIBED.
 AA5458
 AA5458                          STATION RECOVERY (2002)
 AA5458
 AA5458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DLH)
 AA5458'RECOVERED AS DESCRIBED.
 AA5458' 
 AA5458'
 AA5458
 AA5458                          STATION RECOVERY (2003)
 AA5458
 AA5458'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DEM)
 AA5458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9804 ***********************************************************************
 AD9804  SACS        -  This is a Secondary Airport Control Station.
 AD9804  DESIGNATION -  BIL C
 AD9804  PID         -  AD9804
 AD9804  STATE/COUNTY-  MT/YELLOWSTONE
 AD9804  USGS QUAD   -  BILLINGS WEST (1975)
 AD9804
 AD9804                         *CURRENT SURVEY CONTROL
 AD9804  ___________________________________________________________________
 AD9804* NAD 83(1999)-  45 48 38.88641(N)    108 33 26.78148(W)     ADJUSTED  
 AD9804* NAVD 88     -      1103.80   (meters)    3621.4    (feet)  GPS OBS   
 AD9804  ___________________________________________________________________
 AD9804  X           -  -1,417,566.974 (meters)                     COMP
 AD9804  Y           -  -4,222,588.377 (meters)                     COMP
 AD9804  Z           -   4,551,396.373 (meters)                     COMP
 AD9804  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 AD9804  ELLIP HEIGHT-        1090.52  (meters)          (04/17/02) GPS OBS
 AD9804  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 AD9804
 AD9804  HORZ ORDER  -  FIRST
 AD9804  ELLP ORDER  -  FOURTH    CLASS I
 AD9804
 AD9804.This mark is at Billings Logan Intl Airport (BIL)
 AD9804
 AD9804.The horizontal coordinates were established by GPS observations
 AD9804.and adjusted by the National Geodetic Survey in April 2002..
 AD9804.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9804.DATUM ITEM on the data sheet items page.
 AD9804
 AD9804.The orthometric height was determined by GPS observations and a
 AD9804.high-resolution geoid model.
 AD9804
 AD9804.GPS derived orthometric heights for airport stations designated as
 AD9804.PACS or SACS are published to 2 decimal places.  This maintains
 AD9804.centimeter relative accuracy between the PACS and SACS.  It does
 AD9804.not indicate centimeter accuracy relative to other marks which are
 AD9804.part of the NAVD 88 network.
 AD9804
 AD9804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9804
 AD9804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9804
 AD9804.The ellipsoidal height was determined by GPS observations
 AD9804.and is referenced to NAD 83.
 AD9804
 AD9804.The geoid height was determined by GEOID03.
 AD9804
 AD9804;                    North         East     Units Scale Factor Converg.
 AD9804;SPC MT       -   173,898.263   673,231.995   MT  0.99961022   +0 41 22.2
 AD9804;SPC MT       -   570,532.36  2,208,766.39   iFT  0.99961022   +0 41 22.2
 AD9804;UTM  12      - 5,075,928.019   689,775.172   MT  1.00004278   +1 45 07.0
 AD9804
 AD9804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9804!SPC MT       -   0.99982907  x   0.99961022  =   0.99943935
 AD9804!UTM  12      -   0.99982907  x   1.00004278  =   0.99987184
 AD9804
 AD9804                          SUPERSEDED SURVEY CONTROL
 AD9804
 AD9804.No superseded survey control is available for this station.
 AD9804
 AD9804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8977575928(NAD 83)
 AD9804_MARKER: DD = SURVEY DISK
 AD9804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9804_STAMPING: BIL C 1980
 AD9804_MARK LOGO: NOS   
 AD9804_PROJECTION: FLUSH
 AD9804_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9804+STABILITY: SURFACE MOTION
 AD9804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9804+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 AD9804
 AD9804  HISTORY     - Date     Condition        Report By
 AD9804  HISTORY     - 19800101 MONUMENTED       NOS
 AD9804  HISTORY     - 19910715 GOOD             NGS
 AD9804  HISTORY     - 20010704 GOOD             NGS
 AD9804  HISTORY     - 20021028 GOOD             NGS
 AD9804
 AD9804                          STATION DESCRIPTION
 AD9804
 AD9804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AD9804'STATION IS LOCATED AT BILLINGS LOGAN INTL AIRPORT BETWEEN RUNWAYS
 AD9804'9L-27R AND 9R-27L AND ABOUT 37 FT (11.3 M) ABOVE RUNWAY END 9L.  IT IS
 AD9804'969 FT (295.4 M) SOUTHWEST OF RUNWAY END 9L, 1493 FT (455.1 M)
 AD9804'NORTHEAST OF RUNWAY END 9R AND BETWEEN TWO WITNESS POSTS WHICH ARE 7
 AD9804'FT (2.1 M) APART.  STATION IS A STANDARD NOS DISK STAMPED BIL C 1980
 AD9804'SET IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
 AD9804
 AD9804                          STATION RECOVERY (2001)
 AD9804
 AD9804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AD9804'THE STATION IS LOCATED ON A HIGH PLATEAU ON THE NORTH SIDE OF
 AD9804'BILLINGS AT THE BILLINGS LOGAN INTERNATIONAL AIRPORT, NEAR THE
 AD9804'WEST END OF THE AIRFIELD, NEAR THE TOP OF A HIGH HILL, AND JUST
 AD9804'SOUTH OF RUNWAY END 10L.  OWNERSHIP--CITY OF BILLINGS, BILLINGS
 AD9804'LOGAN INTERNATIONAL AIRPORT AUTHORITY, 1901 TERMINAL CIRCLE ROAD,
 AD9804'BILLINGS, MT 59105.  AIRPORT SUPERVISOR IS THOMAS H. BINFORD.  PHONE
 AD9804'406-657-8495.  CONTACT HIM AND OPERATIONS IN ADVANCE FOR PERMISSION
 AD9804'TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.  AN
 AD9804'ESCORT MAY BE REQUIRED.
 AD9804' 
 AD9804'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AD9804'HIGHWAY 90 AND 27TH STREET (EXIT 450) NEAR THE SOUTHEAST SIDE OF
 AD9804'BILLINGS, GO NORTHWEST ON 27TH STREET FOR 3.5 MI TO THE AIRPORT
 AD9804'ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, THEN WEST, ON THE ROAD
 AD9804'FOR 0.5 MI PASSING IN FRONT OF THE TERMINAL TO A ROAD RIGHT.  TURN
 AD9804'RIGHT, WEST, FOR 0.1 MI TO A GATE ON THE RIGHT LEADING TO THE
 AD9804'FIREHOUSE AND OPERATIONS BUILDING.  TURN RIGHT, NORTH, PASSING
 AD9804'THROUGH THE GATE, THEN EAST, ALONG TAXIWAY J FOR 0.25 MI TO TAXIWAY D.
 AD9804'TURN LEFT, NORTHEAST, ALONG TAXIWAY D FOR 0.15 MI TO TAXIWAY A.  TURN
 AD9804'LEFT,
 AD9804'WEST, ALONG TAXIWAY A FOR 0.6 MI TO THE END OF THE TAXIWAY AND A
 AD9804'SERVICE
 AD9804'ROAD AHEAD.  TURN LEFT, SOUTH, UPHILL FOR 0.1 MI TO THE STATION.
 AD9804'THE STATION IS SET IN THE TOP OF A 25 CM CONCRETE POST SET FLUSH
 AD9804'WITH THE GROUND.
 AD9804' 
 AD9804' IT IS 1493 FT NORTHEAST OF RUNWAY END 10R, 969 FT
 AD9804'SOUTHWEST OF AND ABOUT 40 FT HIGHER THAN RUNWAY END 10L, 3 FT
 AD9804'EAST OF A WITNESS POST, AND 3 FT WEST OF A WITNESS POST.
 AD9804' 
 AD9804'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AD9804' 
 AD9804' 
 AD9804' 
 AD9804'
 AD9804
 AD9804                          STATION RECOVERY (2002)
 AD9804
 AD9804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DAH)
 AD9804'RECOVERED AS DESCRIBED.
 AD9804'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8894 ***********************************************************************
 AJ8894  SACS        -  This is a Secondary Airport Control Station.
 AJ8894  DESIGNATION -  BIL D
 AJ8894  PID         -  AJ8894
 AJ8894  STATE/COUNTY-  MT/YELLOWSTONE
 AJ8894  USGS QUAD   -  BILLINGS WEST (1975)
 AJ8894
 AJ8894                         *CURRENT SURVEY CONTROL
 AJ8894  ___________________________________________________________________
 AJ8894* NAD 83(1999)-  45 48 09.74539(N)    108 31 19.34978(W)     ADJUSTED  
 AJ8894* NAVD 88     -      1067.27   (meters)    3501.5    (feet)  GPS OBS   
 AJ8894  ___________________________________________________________________
 AJ8894  X           -  -1,415,154.817 (meters)                     COMP
 AJ8894  Y           -  -4,224,050.941 (meters)                     COMP
 AJ8894  Z           -   4,550,742.863 (meters)                     COMP
 AJ8894  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 AJ8894  ELLIP HEIGHT-        1053.93  (meters)          (04/17/02) GPS OBS
 AJ8894  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 AJ8894
 AJ8894  HORZ ORDER  -  FIRST
 AJ8894  ELLP ORDER  -  FOURTH    CLASS I
 AJ8894
 AJ8894.This mark is at Billings Logan Intl Airport (BIL)
 AJ8894
 AJ8894.The horizontal coordinates were established by GPS observations
 AJ8894.and adjusted by the National Geodetic Survey in April 2002..
 AJ8894.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ8894.DATUM ITEM on the data sheet items page.
 AJ8894
 AJ8894.The orthometric height was determined by GPS observations and a
 AJ8894.high-resolution geoid model.
 AJ8894
 AJ8894.GPS derived orthometric heights for airport stations designated as
 AJ8894.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8894.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8894.not indicate centimeter accuracy relative to other marks which are
 AJ8894.part of the NAVD 88 network.
 AJ8894
 AJ8894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8894
 AJ8894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8894
 AJ8894.The ellipsoidal height was determined by GPS observations
 AJ8894.and is referenced to NAD 83.
 AJ8894
 AJ8894.The geoid height was determined by GEOID03.
 AJ8894
 AJ8894;                    North         East     Units Scale Factor Converg.
 AJ8894;SPC MT       -   173,032.691   675,993.297   MT  0.99961315   +0 42 55.4
 AJ8894;SPC MT       -   567,692.56  2,217,825.78   iFT  0.99961315   +0 42 55.4
 AJ8894;UTM  12      - 5,075,113.422   692,553.260   MT  1.00005584   +1 46 37.6
 AJ8894
 AJ8894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8894!SPC MT       -   0.99983480  x   0.99961315  =   0.99944801
 AJ8894!UTM  12      -   0.99983480  x   1.00005584  =   0.99989063
 AJ8894
 AJ8894                          SUPERSEDED SURVEY CONTROL
 AJ8894
 AJ8894.No superseded survey control is available for this station.
 AJ8894
 AJ8894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9255375113(NAD 83)
 AJ8894_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8894_SP_SET: CONCRETE AND STEEL DRAIN
 AJ8894_STAMPING: BIL D 2001
 AJ8894_MARK LOGO: NGS   
 AJ8894_PROJECTION: FLUSH
 AJ8894_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8894+STABILITY: SURFACE MOTION
 AJ8894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8894+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 AJ8894
 AJ8894  HISTORY     - Date     Condition        Report By
 AJ8894  HISTORY     - 20010704 MONUMENTED       NGS
 AJ8894  HISTORY     - 20021028 GOOD             NGS
 AJ8894
 AJ8894                          STATION DESCRIPTION
 AJ8894
 AJ8894'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8894'THE STATION IS LOCATED ON A HIGH PLATUE ON THE NORTH SIDE OF
 AJ8894'BILLINGS AT THE BILLINGS LOGAN INTERNATIONAL AIRPORT, IN THE
 AJ8894'SOUTHEASTERN PART OF THE AIRFIELD, IN THE EAST QUADRANT OF THE
 AJ8894'JUNCTION OF TAXI B AND TAXI A, AND IN THE GRASS MEDIAN BETWEEN
 AJ8894'RUNWAY 9L-27R AND ITS PARALLEL TAXIWAY (TAXIWAY A).  OWNERSHIP--CITY
 AJ8894'OF
 AJ8894'BILLINGS, BILLINGS LOGAN INTERNATIONAL AIRPORT AUTHORITY, 1901
 AJ8894'TERMINAL CIRCLE ROAD, BILLINGS, MT 59105.  AIRPORT SUPERVISOR IS
 AJ8894'THOMAS H. BINFORD.  PHONE 406-657-8495.  CONTACT HIM AND OPERATIONS
 AJ8894'IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS
 AJ8894'THROUGH THE LOCKED GATE.  AN ESCORT MAY BE REQUIRED.
 AJ8894' 
 AJ8894' 
 AJ8894'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AJ8894'HIGHWAY 90 AND 27TH STREET (EXIT 450) NEAR THE SOUTHEAST SIDE OF
 AJ8894'BILLINGS, GO NORTHWEST ON 27TH STREET FOR 3.5 MI TO THE AIRPORT
 AJ8894'ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, THEN WEST, ON THE ROAD
 AJ8894' FOR 0.5 MI PASSING IN FRONT OF THE TERMINAL TO A ROAD RIGHT.  TURN
 AJ8894'RIGHT, WEST, ON THE ROAD FOR 0.1 MI TO A GATE ON THE RIGHT LEADING
 AJ8894'TO THE FIREHOUSE AND OPERATIONS BUILDING.  TURN RIGHT, NORTH,
 AJ8894'PASSING THROUGH THE GATE, THEN EAST, ALONG TAXIWAY J FOR 0.25 MI TO
 AJ8894'TAXIWAY
 AJ8894'D.  TURN LEFT LEFT, NORTHEAST, ALONG THE TAXIWAY FOR 0.15 MI TO
 AJ8894'TAXIWAY A
 AJ8894'(THE PARLLEL TAXIWAY FOR RUNWAY 10L-28R).  TURN RIGHT, SOUTHEAST,
 AJ8894'ALONG THE TAXIWAY FOR 0.75 MI TO THE STATION ON THE LEFT JUST PAST
 AJ8894'TAXIWAY
 AJ8894'B.
 AJ8894' 
 AJ8894'THE STATION IS SET NEAR THE SOUTHEAST SIDE OF A 6 FT ROUND
 AJ8894'CONCRETE AND STEEL DRAIN SET FLUSH WITH THE GROUND.  IT IS 302.7 FT
 AJ8894'SOUTHWEST OF THE RUNWAY CENTER, 109.7 FT NORTHEAST OF THE TAXIWAY
 AJ8894'CENTER, 62.9 FT NORTH  OF THE 7TH TAXIWAY LIGHT EAST OF TAXIWAY B AND
 AJ8894'ABOUT
 AJ8894'IN LINE WITH THE STOP LINE ON TAXIWAY B.
 AJ8894' 
 AJ8894'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ8894' 
 AJ8894' 
 AJ8894' 
 AJ8894' 
 AJ8894'
 AJ8894
 AJ8894                          STATION RECOVERY (2002)
 AJ8894
 AJ8894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DAH)
 AJ8894'RECOVERED AS DESCRIBED.
 AJ8894' 
 AJ8894'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI8210 ***********************************************************************
 AI8210  DESIGNATION -  BIL1 A
 AI8210  PID         -  AI8210
 AI8210  STATE/COUNTY-  MT/YELLOWSTONE
 AI8210  USGS QUAD   -  POMPEYS PILLAR (1980)
 AI8210
 AI8210                         *CURRENT SURVEY CONTROL
 AI8210  ___________________________________________________________________
 AI8210* NAD 83(1999)-  45 58 22.40403(N)    107 59 43.84684(W)     ADJUSTED  
 AI8210* NAVD 88     -       884.701  (meters)    2902.56   (feet)  ADJUSTED  
 AI8210  ___________________________________________________________________
 AI8210  X           -  -1,372,042.165 (meters)                     COMP
 AI8210  Y           -  -4,223,837.068 (meters)                     COMP
 AI8210  Z           -   4,563,779.638 (meters)                     COMP
 AI8210  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 AI8210  ELLIP HEIGHT-         870.40  (meters)          (04/16/01) GPS OBS
 AI8210  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 AI8210  DYNAMIC HT  -         884.549 (meters)    2902.06  (feet)  COMP
 AI8210  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 AI8210
 AI8210  HORZ ORDER  -  B
 AI8210  VERT ORDER  -  FIRST     CLASS II
 AI8210  ELLP ORDER  -  FOURTH    CLASS I
 AI8210
 AI8210.This is a reference station for the BILLINGS 1
 AI8210.National Continuously Operating Reference Station (BIL1).
 AI8210
 AI8210.The horizontal coordinates were established by GPS observations
 AI8210.and adjusted by the National Geodetic Survey in April 2001..
 AI8210.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI8210.DATUM ITEM on the data sheet items page.
 AI8210
 AI8210.The orthometric height was determined by differential leveling
 AI8210.and adjusted by the National Geodetic Survey in July 2002..
 AI8210.No vertical observational check was made to the station.
 AI8210
 AI8210.Photographs are available for this station.
 AI8210
 AI8210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8210
 AI8210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8210
 AI8210.The ellipsoidal height was determined by GPS observations
 AI8210.and is referenced to NAD 83.
 AI8210
 AI8210.The geoid height was determined by GEOID03.
 AI8210
 AI8210.The dynamic height is computed by dividing the NAVD 88
 AI8210.geopotential number by the normal gravity value computed on the
 AI8210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8210.degrees latitude (g = 980.6199 gals.).
 AI8210
 AI8210.The modeled gravity was interpolated from observed gravity values.
 AI8210
 AI8210;                    North         East     Units Scale Factor Converg.
 AI8210;SPC MT       -   192,585.370   716,540.451   MT  0.99955564   +1 06 01.9
 AI8210;SPC MT       -   631,841.77  2,350,854.50   iFT  0.99955564   +1 06 01.9
 AI8210;UTM  13      - 5,095,399.031   267,940.711   MT  1.00026207   -2 09 17.2
 AI8210;UTM  12      - 5,095,425.227   732,754.473   MT  1.00026604   +2 09 40.4
 AI8210
 AI8210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8210!SPC MT       -   0.99986357  x   0.99955564  =   0.99941927
 AI8210!UTM  13      -   0.99986357  x   1.00026207  =   1.00012560
 AI8210!UTM  12      -   0.99986357  x   1.00026604  =   1.00012957
 AI8210
 AI8210                          SUPERSEDED SURVEY CONTROL
 AI8210
 AI8210  NAD 83(1992)-  45 58 22.40405(N)    107 59 43.84686(W) AD(       ) B
 AI8210  NAVD 88 (01/12/01)  884.70   (m)         2902.6    (f) LEVELING    3  
 AI8210
 AI8210.Superseded values are not recommended for survey control.
 AI8210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8210.See file dsdata.txt to determine how the superseded data were derived.
 AI8210
 AI8210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL6794195399(NAD 83)
 AI8210_MARKER: F = FLANGE-ENCASED ROD
 AI8210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI8210_STAMPING: BIL1 A 2000
 AI8210_MARK LOGO: NGS   
 AI8210_PROJECTION: FLUSH
 AI8210_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8210+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI8210_ROD/PIPE-DEPTH: 8.1  meters
 AI8210_SLEEVE-DEPTH  : 0.9 meters
 AI8210
 AI8210  HISTORY     - Date     Condition        Report By
 AI8210  HISTORY     - 2000     MONUMENTED       NGS
 AI8210  HISTORY     - 20060910 GOOD             GEOCAC
 AI8210
 AI8210                          STATION DESCRIPTION
 AI8210
 AI8210'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8210'0.1 KM (0.05 MI) WESTERLY ALONG A PAVED STREET FROM THE POST OFFICE IN
 AI8210'POMPEYS PILLAR, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG CANE STREET,
 AI8210'THENCE 3.1 KM (1.90 MI) WESTERLY ALONG A PAVED ROAD, THENCE 2.2 KM
 AI8210'(1.35 MI) SOUTHERLY ALONG A PAVED ROAD, 42.3 M (138.8 FT) SOUTH OF THE
 AI8210'CENTER OF LOWER CANAL ROAD, 30.2 M (99.1 FT) SOUTHEAST OF A UTILITY
 AI8210'POLE WITH 3 GUY CABLES, 18.5 M (60.7 FT) SOUTH OF THE CENTER OF A
 AI8210'FIELD ENTRANCE ROAD AND GATE, 17.8 M (58.4 FT) NORTHEAST OF THE ROAD
 AI8210'CENTERLINE NEAR THE CENTER OF A CURVE, 8.6 M (28.2 FT) EAST OF THE
 AI8210'CENTER OF A PAVED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD,
 AI8210'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AI8210'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AI8210'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON THE
 AI8210'ROAD RIGHT-OF-WAY.  THIS IS A CORS SITE REFERENCE STATION.
 AI8210
 AI8210                          STATION RECOVERY (2006)
 AI8210
 AI8210'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI8210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI8211 ***********************************************************************
 AI8211  DESIGNATION -  BIL1 B
 AI8211  PID         -  AI8211
 AI8211  STATE/COUNTY-  MT/YELLOWSTONE
 AI8211  USGS QUAD   -  POMPEYS PILLAR (1980)
 AI8211
 AI8211                         *CURRENT SURVEY CONTROL
 AI8211  ___________________________________________________________________
 AI8211* NAD 83(1999)-  45 58 40.65659(N)    107 59 46.50464(W)     ADJUSTED  
 AI8211* NAVD 88     -       882.927  (meters)    2896.74   (feet)  ADJUSTED  
 AI8211  ___________________________________________________________________
 AI8211  X           -  -1,371,970.999 (meters)                     COMP
 AI8211  Y           -  -4,223,432.773 (meters)                     COMP
 AI8211  Z           -   4,564,170.069 (meters)                     COMP
 AI8211  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 AI8211  ELLIP HEIGHT-         868.63  (meters)          (04/16/01) GPS OBS
 AI8211  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 AI8211  DYNAMIC HT  -         882.776 (meters)    2896.24  (feet)  COMP
 AI8211  MODELED GRAV-     980,414.5   (mgal)                       NAVD 88
 AI8211
 AI8211  HORZ ORDER  -  B
 AI8211  VERT ORDER  -  FIRST     CLASS II
 AI8211  ELLP ORDER  -  FOURTH    CLASS I
 AI8211
 AI8211.This is a reference station for the BILLINGS 1
 AI8211.National Continuously Operating Reference Station (BIL1).
 AI8211
 AI8211.The horizontal coordinates were established by GPS observations
 AI8211.and adjusted by the National Geodetic Survey in April 2001..
 AI8211.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI8211.DATUM ITEM on the data sheet items page.
 AI8211
 AI8211.The orthometric height was determined by differential leveling
 AI8211.and adjusted by the National Geodetic Survey in July 2002..
 AI8211.No vertical observational check was made to the station.
 AI8211
 AI8211.Photographs are available for this station.
 AI8211
 AI8211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8211
 AI8211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8211
 AI8211.The ellipsoidal height was determined by GPS observations
 AI8211.and is referenced to NAD 83.
 AI8211
 AI8211.The geoid height was determined by GEOID03.
 AI8211
 AI8211.The dynamic height is computed by dividing the NAVD 88
 AI8211.geopotential number by the normal gravity value computed on the
 AI8211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8211.degrees latitude (g = 980.6199 gals.).
 AI8211
 AI8211.The modeled gravity was interpolated from observed gravity values.
 AI8211
 AI8211;                    North         East     Units Scale Factor Converg.
 AI8211;SPC MT       -   193,147.469   716,472.456   MT  0.99955406   +1 05 60.0
 AI8211;SPC MT       -   633,685.92  2,350,631.42   iFT  0.99955406   +1 05 60.0
 AI8211;UTM  13      - 5,095,964.484   267,904.720   MT  1.00026228   -2 09 19.7
 AI8211;UTM  12      - 5,095,986.370   732,676.027   MT  1.00026559   +2 09 39.2
 AI8211
 AI8211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8211!SPC MT       -   0.99986384  x   0.99955406  =   0.99941797
 AI8211!UTM  13      -   0.99986384  x   1.00026228  =   1.00012609
 AI8211!UTM  12      -   0.99986384  x   1.00026559  =   1.00012940
 AI8211
 AI8211                          SUPERSEDED SURVEY CONTROL
 AI8211
 AI8211  NAD 83(1992)-  45 58 40.65661(N)    107 59 46.50466(W) AD(       ) B
 AI8211  NAVD 88 (01/12/01)  882.93   (m)         2896.7    (f) LEVELING    3  
 AI8211
 AI8211.Superseded values are not recommended for survey control.
 AI8211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8211.See file dsdata.txt to determine how the superseded data were derived.
 AI8211
 AI8211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL6790595964(NAD 83)
 AI8211_MARKER: F = FLANGE-ENCASED ROD
 AI8211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI8211_STAMPING: BIL1 B 2000
 AI8211_MARK LOGO: NGS   
 AI8211_PROJECTION: FLUSH
 AI8211_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8211+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AI8211_ROD/PIPE-DEPTH: 11.0 meters
 AI8211_SLEEVE-DEPTH  : 0.9 meters
 AI8211
 AI8211  HISTORY     - Date     Condition        Report By
 AI8211  HISTORY     - 2000     MONUMENTED       NGS
 AI8211  HISTORY     - 20060910 GOOD             GEOCAC
 AI8211
 AI8211                          STATION DESCRIPTION
 AI8211
 AI8211'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8211'0.1 KM (0.05 MI) WESTERLY ALONG A PAVED STREET FROM THE POST OFFICE IN
 AI8211'POMPEYS PILLAR, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG CANE STREET,
 AI8211'THENCE 3.1 KM (1.90 MI) WESTERLY ALONG A PAVED ROAD, THENCE 1.6 KM
 AI8211'(1.00 MI) SOUTHERLY ALONG A PAVED ROAD, 76.0 M (249.3 FT) NORTH OF A
 AI8211'T-FENCE CORNER, 34.2 M (112.2 FT) NORTHEAST OF A UTILITY POLE, 11.1 M
 AI8211'(36.4 FT) EAST OF THE ROAD CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AI8211'OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 AI8211'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AI8211'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE
 AI8211'MONUMENT IS ON THE ROAD RIGHT-OF-WAY.  THIS IS A CORS SITE REFERENCE
 AI8211'STATION.
 AI8211
 AI8211                          STATION RECOVERY (2006)
 AI8211
 AI8211'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI8211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0539 ***********************************************************************
 RU0539  DESIGNATION -  BILGES
 RU0539  PID         -  RU0539
 RU0539  STATE/COUNTY-  MT/CUSTER
 RU0539  USGS QUAD   -  ANGELA NE (1969)
 RU0539
 RU0539                         *CURRENT SURVEY CONTROL
 RU0539  ___________________________________________________________________
 RU0539* NAD 83(1992)-  46 43 24.31025(N)    106 02 43.04342(W)     ADJUSTED  
 RU0539* NAVD 88     -       955.     (meters)    3133.     (feet)  SCALED    
 RU0539  ___________________________________________________________________
 RU0539  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 RU0539  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RU0539
 RU0539  HORZ ORDER  -  FIRST
 RU0539
 RU0539.The horizontal coordinates were established by classical geodetic methods
 RU0539.and adjusted by the National Geodetic Survey in July 1992..
 RU0539
 RU0539.The orthometric height was scaled from a topographic map.
 RU0539
 RU0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0539
 RU0539.The geoid height was determined by GEOID03.
 RU0539
 RU0539;                    North         East     Units Scale Factor Converg.
 RU0539;SPC MT       -   280,669.003   863,861.610   MT  0.99940531   +2 31 37.7
 RU0539;SPC MT       -   920,830.06  2,834,191.63   iFT  0.99940531   +2 31 37.7
 RU0539;UTM  13      - 5,174,959.983   420,122.342   MT  0.99967842   -0 45 39.8
 RU0539
 RU0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0539!SPC MT       -   0.99985286  x   0.99940531  =   0.99925825
 RU0539!UTM  13      -   0.99985286  x   0.99967842  =   0.99953132
 RU0539
 RU0539:                Primary Azimuth Mark                     Grid Az
 RU0539:SPC MT       -  MUSTER                                   049 07 35.8
 RU0539:UTM  13      -  MUSTER                                   052 24 53.3
 RU0539
 RU0539|---------------------------------------------------------------------|
 RU0539| PID    Reference Object                     Distance      Geod. Az  |
 RU0539|                                                           dddmmss.s |
 RU0539| RT0508 MUSTER                              APPROX.11.6 KM 0513913.5 |
 RU0539| CQ5092 BILGES RM 1                          16.115 METERS 12153     |
 RU0539| CQ5093 BILGES RM 2                          12.742 METERS 22056     |
 RU0539|---------------------------------------------------------------------|
 RU0539
 RU0539                          SUPERSEDED SURVEY CONTROL
 RU0539
 RU0539  NAD 83(1986)-  46 43 24.29938(N)    106 02 43.00256(W) AD(       ) 1
 RU0539  NAD 27      -  46 43 24.28800(N)    106 02 40.94100(W) AD(       ) 1
 RU0539
 RU0539.Superseded values are not recommended for survey control.
 RU0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0539.See file dsdata.txt to determine how the superseded data were derived.
 RU0539
 RU0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM2012274960(NAD 83)
 RU0539_MARKER: DS = TRIANGULATION STATION DISK
 RU0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0539
 RU0539  HISTORY     - Date     Condition        Report By
 RU0539  HISTORY     - 1934     MONUMENTED       CGS
 RU0539  HISTORY     - 1969     GOOD             USGS
 RU0539
 RU0539                          STATION DESCRIPTION
 RU0539
 RU0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0539'STATION IS ON THE NORTH SIDE OF SECTION 14, T. 11 N., R. 45 E.,
 RU0539'ON THE DIVIDE BETWEEN GRIMES AND SAND CREEKS, ABOUT 7 MILES
 RU0539'AIRLINE EAST OF ANGELA STORE, ABOUT 20 MILES NORTH OF MILES
 RU0539'CITY.
 RU0539'
 RU0539'TO REACH FROM MILES CITY, GO NORTH ON JORDAN ROAD 16.1 MILES,
 RU0539'TURN RIGHT ON GRAVELED ROAD AND GO 8.3 MILES TO THE BILGES
 RU0539'MAILBOX, TURN LEFT OR EAST AND FOLLOW ROAD 1.6 MILES TO THE
 RU0539'BILGES RANCH, TAKE A DIM ROAD EAST ALONG SOUTH SIDE OF FENCE
 RU0539'AND GO 0.5 MILE TO THE TOP OF GRADE, STATION IS 50 YARDS TO THE
 RU0539'LEFT OF THE ROAD AND 50 FEET FROM THE FENCE.
 RU0539'
 RU0539'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RU0539'DISKS SET IN CONCRETE.
 RU0539
 RU0539                          STATION RECOVERY (1969)
 RU0539
 RU0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (LJK)
 RU0539'STATION IS NEAR CENTER OF SECTION 10, T. 11 N., R. 45 E., ON
 RU0539'THE DIVIDE BETWEEN GRIMES AND SAND CREEKS, ABOUT 7 MILES
 RU0539'AIRLINE EAST OF ANGELA STORE, ABOUT 24 MILES AIRLINE NORTH-WEST
 RU0539'OF MILES CITY.
 RU0539'
 RU0539'TO REACH FROM POST OFFICE AT MILES CITY GO NORTH-WEST ON STATE
 RU0539'HWY. 22 16.3 MI., TURN RIGHT ON GRAVELED CROW ROCK ROAD AND GO
 RU0539'NORTH 9.6 MI. TO A CATTLEGUARD, TURN RIGHT AND GO EAST ALONG
 RU0539'FENCE 2.0 MI. TO FENCE CORNER, TURN RIGHT AND GO SOUTH ALONG
 RU0539'FENCE 0.6 MI., TURN RIGHT AND GO WEST 0.2 MI. TO A TOP AND
 RU0539'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0165 ***********************************************************************
 QW0165  DESIGNATION -  BILLINGS
 QW0165  PID         -  QW0165
 QW0165  STATE/COUNTY-  MT/YELLOWSTONE
 QW0165  USGS QUAD   -  BILLINGS WEST (1975)
 QW0165
 QW0165                         *CURRENT SURVEY CONTROL
 QW0165  ___________________________________________________________________
 QW0165* NAD 83(1986)-  45 46 58.     (N)    108 30 15.     (W)     SCALED    
 QW0165* NAVD 88     -       953.086  (meters)    3126.92   (feet)  ADJUSTED  
 QW0165  ___________________________________________________________________
 QW0165  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 QW0165  DYNAMIC HT  -         952.890 (meters)    3126.27  (feet)  COMP
 QW0165  MODELED GRAV-     980,377.5   (mgal)                       NAVD 88
 QW0165
 QW0165  VERT ORDER  -  FIRST     CLASS II
 QW0165
 QW0165.The horizontal coordinates were scaled from a topographic map and have
 QW0165.an estimated accuracy of +/- 6 seconds.
 QW0165
 QW0165.The orthometric height was determined by differential leveling
 QW0165.and adjusted by the National Geodetic Survey in June 1991..
 QW0165.WARNING-Repeat measurements at this control monument indicate possible
 QW0165.vertical movement.
 QW0165
 QW0165.The geoid height was determined by GEOID03.
 QW0165
 QW0165.The dynamic height is computed by dividing the NAVD 88
 QW0165.geopotential number by the normal gravity value computed on the
 QW0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0165.degrees latitude (g = 980.6199 gals.).
 QW0165
 QW0165.The modeled gravity was interpolated from observed gravity values.
 QW0165
 QW0165;                    North         East    Units  Estimated Accuracy
 QW0165;SPC MT       -   170,840.      677,410.      MT  (+/- 180 meters Scaled)
 QW0165
 QW0165                          SUPERSEDED SURVEY CONTROL
 QW0165
 QW0165  NGVD 29 (??/??/92)  952.320  (m)         3124.40   (f) ADJ UNCH    1 2
 QW0165
 QW0165.Superseded values are not recommended for survey control.
 QW0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0165.See file dsdata.txt to determine how the superseded data were derived.
 QW0165
 QW0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR940729(NAD 83)
 QW0165_MARKER: DB = BENCH MARK DISK
 QW0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0165_SP_SET: BUILDING
 QW0165_STAMPING: 3124.403 BILLINGS 1934
 QW0165_MARK LOGO: CGS   
 QW0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QW0165+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1990
 QW0165
 QW0165  HISTORY     - Date     Condition        Report By
 QW0165  HISTORY     - 1934     MONUMENTED       CGS
 QW0165  HISTORY     - 1957     GOOD             NGS
 QW0165  HISTORY     - 1981     GOOD             NGS
 QW0165  HISTORY     - 1982     GOOD             NGS
 QW0165  HISTORY     - 19900816 GOOD             NGS
 QW0165  HISTORY     - 20051228 GOOD             GEOCAC
 QW0165
 QW0165                          STATION DESCRIPTION
 QW0165
 QW0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0165'IN BILLINGS.
 QW0165'AT BILLINGS, IN SECTION 3, T 1 S, R 26 E, AT THE POST OFFICE AT THE
 QW0165'INTERSECTION OF 26TH STREET AND 1ST AVENUE, SET VERTICALLY IN THE
 QW0165'NORTHWEST FACE OF THE BUILDING, 52 FEET SOUTHWEST OF THE CENTER LINE
 QW0165'OF THE NORTHWEST ENTRANCE, 4 1/2 FEET EAST OF THE WEST CORNER OF THE
 QW0165'BUILDING, AND ABOUT 1 FOOT ABOVE THE GROUND.
 QW0165
 QW0165                          STATION RECOVERY (1981)
 QW0165
 QW0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0165'RECOVERED IN GOOD CONDITION.
 QW0165
 QW0165                          STATION RECOVERY (1982)
 QW0165
 QW0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0165'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT THE
 QW0165'BILLINGS POST OFFICE AT THE INTERSECTION OF 1ST AVENUE NORTH AND 26TH
 QW0165'STREET, 15.9 METERS (57 FT) SOUTHWEST OF THE CENTER OF THE NORTHWEST
 QW0165'ENTRANCE OF THE POST OFFICE, 1.4 METERS (4.5 FT) EAST OF THE SOUTHWEST
 QW0165'CORNER OF THE BUILDING, 0.43 METER (1.4 FT) ABOVE THE GROUND.
 QW0165
 QW0165                          STATION RECOVERY (1990)
 QW0165
 QW0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 QW0165'ANOTHER ALIAS IS DOD 0278-7. STATION IS AT THE MAIN POST OFFICE IN
 QW0165'DOWNTOWN BILLINGS, MONTANA.  TO ACCESS FROM EXIT 550 OF INTERSTATE
 QW0165'90/US 212 (WEST OF I-94) , GO NW ON MT ROUTE 3 = SOUTH 27TH STREET.
 QW0165'GO 1.3 MI (2.1 KM) AND TURN NE (RIGHT) ONTO MONTANA AVENUE.  GO 0.15
 QW0165'MI (0.24 KM) AND TURN NW, LEFT, ONTO NORTH 25TH STREET.  GO 0.08 MI
 QW0165'(0.13 KM) (1 BLOCK) AND TURN SW, LEFT, ONTO 1ST AVENUE NORTH (BL 90) .
 QW0165'GO 0.08 MI (0.13 KM) (ONE BLOCK) TO INTERSECTION WITH NORTH 26TH
 QW0165'STREET AND POST OFFICE ON SOUTH CORNER.  DISK IS SET VERTICALLY IN NW
 QW0165'FACE OF BUILDING, 19 M (62.3 FT) SW OF CENTER DOOR OF NW ENTRANCE, 1.4
 QW0165'M (4.6 FT) NE OF WEST CORNER OF BUILDING AND 0.43 M (1.41 FT) ABOVE
 QW0165'GRAVEL COVERED GROUND. GRAVITY READINGS MADE ON TRIVET BELOW MARK.
 QW0165'ELEVATION GIVEN IS FOR MARK.  POST OFFICE (ZIP 59103) IS 0.14 MI (0.23
 QW0165'KM) SE OF YELLOWSTONE COUNTY COURTHOUSE.
 QW0165
 QW0165                          STATION RECOVERY (2005)
 QW0165
 QW0165'RECOVERY NOTE BY GEOCACHING 2005 (KDD)
 QW0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0518 ***********************************************************************
 QW0518  DESIGNATION -  BILLINGS
 QW0518  PID         -  QW0518
 QW0518  STATE/COUNTY-  MT/YELLOWSTONE
 QW0518  USGS QUAD   -  SODA SPRINGS NW (1978)
 QW0518
 QW0518                         *CURRENT SURVEY CONTROL
 QW0518  ___________________________________________________________________
 QW0518* NAD 83(1992)-  45 42 52.66971(N)    108 27 33.09895(W)     ADJUSTED  
 QW0518* NAVD 88     -      1181.5    (meters)    3876.     (feet)  VERTCON   
 QW0518  ___________________________________________________________________
 QW0518  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 QW0518  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 QW0518
 QW0518  HORZ ORDER  -  THIRD
 QW0518
 QW0518.The horizontal coordinates were established by classical geodetic methods
 QW0518.and adjusted by the National Geodetic Survey in July 1992..
 QW0518
 QW0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0518
 QW0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0518
 QW0518.The geoid height was determined by GEOID03.
 QW0518
 QW0518;                    North         East     Units Scale Factor Converg.
 QW0518;SPC MT       -   163,310.704   681,006.678   MT  0.99964629   +0 45 40.9
 QW0518;SPC MT       -   535,796.27  2,234,273.88   iFT  0.99964629   +0 45 40.9
 QW0518;UTM  12      - 5,065,481.612   697,747.901   MT  1.00008078   +1 49 10.1
 QW0518
 QW0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0518!SPC MT       -   0.99981689  x   0.99964629  =   0.99946325
 QW0518!UTM  12      -   0.99981689  x   1.00008078  =   0.99989766
 QW0518
 QW0518:                Primary Azimuth Mark                     Grid Az
 QW0518:SPC MT       -  SALZY                                    063 21 24.9
 QW0518:UTM  12      -  SALZY                                    062 17 55.7
 QW0518
 QW0518|---------------------------------------------------------------------|
 QW0518| PID    Reference Object                     Distance      Geod. Az  |
 QW0518|                                                           dddmmss.s |
 QW0518| QW0516 SALZY                               APPROX. 5.1 KM 0640705.8 |
 QW0518| QW0526 BILLINGS SUGAR REF RED STACK        APPROX. 6.7 KM 3333645.9 |
 QW0518| QW0525 BILLINGS CONOCO REF RED STACK       APPROX. 7.7 KM 3402552.6 |
 QW0518| QW0524 SPHERICAL OIL TK                    APPROX. 8.0 KM 3430103.0 |
 QW0518|---------------------------------------------------------------------|
 QW0518
 QW0518                          SUPERSEDED SURVEY CONTROL
 QW0518
 QW0518  NAD 83(1986)-  45 42 52.66497(N)    108 27 33.08690(W) AD(       ) 3
 QW0518  NAD 27      -  45 42 52.83296(N)    108 27 30.60973(W) AD(       ) 3
 QW0518  NGVD 29 (07/19/86) 1180.7    (m)         3874.     (f) VERT ANG       
 QW0518
 QW0518.Superseded values are not recommended for survey control.
 QW0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0518.See file dsdata.txt to determine how the superseded data were derived.
 QW0518
 QW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9774865482(NAD 83)
 QW0518
 QW0518  HISTORY     - Date     Condition        Report By
 QW0518  HISTORY     - UNK      MONUMENTED       USGS
 QW0518  HISTORY     - 1952     GOOD             USGS
 QW0518
 QW0518                          STATION DESCRIPTION
 QW0518
 QW0518'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0518'STATION IS LOCATED ON HIGHEST POINT OF BREAKS S. OF YELLOWSTONE RIVER
 QW0518'IN SEC. 25 T.1 S., R.26 E.,ABOUT 5.0 MI. S. OF BILLINGS.
 QW0518'
 QW0518'TO REACH FROM BILLINGS POST OFFICE, GO W. ON U.S. HIGHWAY 10 AND 12
 QW0518'1.9 MI. TO MACADAM RD. S. GO S.ALONG THIS RD. ACROSS YELLOWSTONE
 QW0518'RIVER AND UP BLUE CREEK RD. TAKING LEFT FORK AT 2 Y-RDS. 5.0 MI. TO
 QW0518'0.8 MI. WELDON PRIVATE FARM RD. E. GO E. ACROSS BLUE CREEK AND THROUGH
 QW0518'FARM YARD UP HILL ON TABLE LAND FOLLOWING WHEAT FIELD ACCESS RD. FOR
 QW0518'3.2 MI. TO N-S. FENCE LINE.  GO W. 0.8 MI. ACROSS COUNTRY TO CREST OF
 QW0518'RIDGE, THENCE NW. ALONG CREST OF RIDGE 0.7 MI. TO HIGHEST POINT IN
 QW0518'VICINITY AND STATION.
 QW0518'
 QW0518'STATION MARK - STONE 5 X 6 X 20 IN. SET 20 IN. IN GROUND IN
 QW0518'APPROXIMATE POSITION OF ORIGINAL STATION.
 QW0518'CROSS AND U.S. ON TOP.
 QW0518'
 QW0518'NOTE BY J.A. HARDESTY - ORIGINAL SANDSTONE MARK RECOVERED BUT X CUT IN
 QW0518'IT WEATHERED OUT.  POST TO FRIABLE TO SET BRONZE TABLE.
 QW0518'
 QW0518'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7658 ***********************************************************************
 AI7658  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7658  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7658  DESIGNATION -  BILLINGS 1 CORS ARP
 AI7658  CORS_ID     -  BIL1
 AI7658  PID         -  AI7658
 AI7658  STATE/COUNTY-  MT/YELLOWSTONE
 AI7658  USGS QUAD   -  POMPEYS PILLAR (1980)
 AI7658
 AI7658                         *CURRENT SURVEY CONTROL
 AI7658  ___________________________________________________________________
 AI7658* NAD 83(CORS)-  45 58 16.23740(N)    107 59 47.29957(W)     ADJUSTED  
 AI7658* NAVD 88     -       888.68   (meters)    2915.6    (feet)  GPS OBS   
 AI7658  ___________________________________________________________________
 AI7658  EPOCH DATE  -        2002.00
 AI7658  X           -  -1,372,156.026 (meters)                     COMP
 AI7658  Y           -  -4,223,946.953 (meters)                     COMP
 AI7658  Z           -   4,563,650.162 (meters)                     COMP
 AI7658  ELLIP HEIGHT-         874.39  (meters)          (03/??/02) GPS OBS
 AI7658  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 AI7658
 AI7658  HORZ ORDER  -  SPECIAL (CORS)
 AI7658  ELLP ORDER  -  SPECIAL (CORS)
 AI7658
 AI7658.ITRF positions are available for this station.
 AI7658.The coordinates were established by GPS observations
 AI7658.and adjusted by the National Geodetic Survey in March 2002..
 AI7658.The coordinates are valid at the epoch date displayed above.
 AI7658.The epoch date for horizontal control is a decimal equivalence
 AI7658.of Year/Month/Day.
 AI7658
 AI7658.The orthometric height was determined by GPS observations and a
 AI7658.high-resolution geoid model using precise GPS observation and
 AI7658.processing techniques.
 AI7658
 AI7658.The PID for the CORS L1 Phase Center is AI7659.
 AI7658
 AI7658.Photographs are available for this station.
 AI7658
 AI7658.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7658
 AI7658.The ellipsoidal height was determined by GPS observations
 AI7658.and is referenced to NAD 83.
 AI7658
 AI7658.The geoid height was determined by GEOID03.
 AI7658
 AI7658;                    North         East     Units Scale Factor Converg.
 AI7658;SPC MT       -   192,393.667   716,469.820   MT  0.99955618   +1 05 59.4
 AI7658;SPC MT       -   631,212.82  2,350,622.77   iFT  0.99955618   +1 05 59.4
 AI7658
 AI7658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7658!SPC MT       -   0.99986294  x   0.99955618  =   0.99941918
 AI7658
 AI7658                          SUPERSEDED SURVEY CONTROL
 AI7658
 AI7658  NAD 83(CORS)-  45 58 16.23742(N)    107 59 47.29949(W) AD(1997.00) c
 AI7658  ELLIP H (09/??/00)  874.38   (m)                       GP(1997.00) c c
 AI7658
 AI7658.Superseded values are not recommended for survey control.
 AI7658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7658.See file dsdata.txt to determine how the superseded data were derived.
 AI7658
 AI7658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL6785995212(NAD 83)
 AI7658_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI7658
 AI7658                          STATION DESCRIPTION
 AI7658
 AI7658'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI7658'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7658'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7658'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7658'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7658'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7659 ***********************************************************************
 AI7659  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7659  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7659  DESIGNATION -  BILLINGS 1 CORS L1 PHASE CENTER
 AI7659  CORS_ID     -  BIL1
 AI7659  PID         -  AI7659
 AI7659  STATE/COUNTY-  MT/YELLOWSTONE
 AI7659  USGS QUAD   -  POMPEYS PILLAR (1980)
 AI7659
 AI7659                         *CURRENT SURVEY CONTROL
 AI7659  ___________________________________________________________________
 AI7659* NAD 83(CORS)-  45 58 16.23736(N)    107 59 47.29961(W)     ADJUSTED  
 AI7659* NAVD 88     -       888.77   (meters)    2915.9    (feet)  GPS OBS   
 AI7659  ___________________________________________________________________
 AI7659  EPOCH DATE  -        2002.00
 AI7659  X           -  -1,372,156.047 (meters)                     COMP
 AI7659  Y           -  -4,223,947.013 (meters)                     COMP
 AI7659  Z           -   4,563,650.226 (meters)                     COMP
 AI7659  ELLIP HEIGHT-         874.48  (meters)          (03/??/02) GPS OBS
 AI7659  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 AI7659
 AI7659  HORZ ORDER  -  SPECIAL (CORS)
 AI7659  ELLP ORDER  -  SPECIAL (CORS)
 AI7659
 AI7659.ITRF positions are available for this station.
 AI7659.The coordinates were established by GPS observations
 AI7659.and adjusted by the National Geodetic Survey in March 2002..
 AI7659.The coordinates are valid at the epoch date displayed above.
 AI7659.The epoch date for horizontal control is a decimal equivalence
 AI7659.of Year/Month/Day.
 AI7659
 AI7659.The orthometric height was determined by GPS observations and a
 AI7659.high-resolution geoid model using precise GPS observation and
 AI7659.processing techniques.
 AI7659
 AI7659.The PID for the CORS ARP is AI7658.
 AI7659
 AI7659.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7659
 AI7659.The ellipsoidal height was determined by GPS observations
 AI7659.and is referenced to NAD 83.
 AI7659
 AI7659.The geoid height was determined by GEOID03.
 AI7659
 AI7659;                    North         East     Units Scale Factor Converg.
 AI7659;SPC MT       -   192,393.666   716,469.819   MT  0.99955618   +1 05 59.4
 AI7659;SPC MT       -   631,212.81  2,350,622.77   iFT  0.99955618   +1 05 59.4
 AI7659
 AI7659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7659!SPC MT       -   0.99986293  x   0.99955618  =   0.99941917
 AI7659
 AI7659                          SUPERSEDED SURVEY CONTROL
 AI7659
 AI7659  NAD 83(CORS)-  45 58 16.23738(N)    107 59 47.29953(W) AD(1997.00) c
 AI7659  ELLIP H (09/??/00)  874.47   (m)                       GP(1997.00) c c
 AI7659
 AI7659.Superseded values are not recommended for survey control.
 AI7659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7659.See file dsdata.txt to determine how the superseded data were derived.
 AI7659
 AI7659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL6785995212(NAD 83)
 AI7659_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7659
 AI7659                          STATION DESCRIPTION
 AI7659
 AI7659'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7659'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7659'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7659'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7659'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7659'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7660 ***********************************************************************
 AI7660  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7660  DESIGNATION -  BILLINGS 2 CORS ARP
 AI7660  CORS_ID     -  BIL2
 AI7660  PID         -  AI7660
 AI7660  STATE/COUNTY-  MT/YELLOWSTONE
 AI7660  USGS QUAD   -  POMPEYS PILLAR (1980)
 AI7660
 AI7660                         *CURRENT SURVEY CONTROL
 AI7660  ___________________________________________________________________
 AI7660* NAD 83(CORS)-  45 58 16.25062(N)    107 59 48.50061(W)     ADJUSTED  
 AI7660* NAVD 88     -                                                        
 AI7660  ___________________________________________________________________
 AI7660  EPOCH DATE  -        2002.00
 AI7660  X           -  -1,372,180.700 (meters)                     COMP
 AI7660  Y           -  -4,223,939.206 (meters)                     COMP
 AI7660  Z           -   4,563,651.014 (meters)                     COMP
 AI7660  ELLIP HEIGHT-         875.18  (meters)          (03/??/02) GPS OBS
 AI7660  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 AI7660
 AI7660  HORZ ORDER  -  SPECIAL (CORS)
 AI7660  ELLP ORDER  -  SPECIAL (CORS)
 AI7660
 AI7660.ITRF positions are available for this station.
 AI7660.The coordinates were established by GPS observations
 AI7660.and adjusted by the National Geodetic Survey in March 2002..
 AI7660.The coordinates are valid at the epoch date displayed above.
 AI7660.The epoch date for horizontal control is a decimal equivalence
 AI7660.of Year/Month/Day.
 AI7660
 AI7660
 AI7660.The PID for the CORS L1 Phase Center is AI7661.
 AI7660
 AI7660.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7660
 AI7660.The ellipsoidal height was determined by GPS observations
 AI7660.and is referenced to NAD 83.
 AI7660
 AI7660.The geoid height was determined by GEOID03.
 AI7660
 AI7660;                    North         East     Units Scale Factor Converg.
 AI7660;SPC MT       -   192,393.579   716,443.972   MT  0.99955618   +1 05 58.5
 AI7660;SPC MT       -   631,212.53  2,350,537.97   iFT  0.99955618   +1 05 58.5
 AI7660
 AI7660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7660!SPC MT       -   0.99986282  x   0.99955618  =   0.99941906
 AI7660
 AI7660                          SUPERSEDED SURVEY CONTROL
 AI7660
 AI7660  NAD 83(CORS)-  45 58 16.25062(N)    107 59 48.50063(W) AD(1997.00) c
 AI7660  ELLIP H (09/??/00)  875.16   (m)                       GP(1997.00) c c
 AI7660
 AI7660.Superseded values are not recommended for survey control.
 AI7660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7660.See file dsdata.txt to determine how the superseded data were derived.
 AI7660
 AI7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL6783395213(NAD 83)
 AI7660_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI7660
 AI7660                          STATION DESCRIPTION
 AI7660
 AI7660'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI7660'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7660'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7660'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7660'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7660'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7661 ***********************************************************************
 AI7661  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7661  DESIGNATION -  BILLINGS 2 CORS L1 PHASE CENTER
 AI7661  CORS_ID     -  BIL2
 AI7661  PID         -  AI7661
 AI7661  STATE/COUNTY-  MT/YELLOWSTONE
 AI7661  USGS QUAD   -  POMPEYS PILLAR (1980)
 AI7661
 AI7661                         *CURRENT SURVEY CONTROL
 AI7661  ___________________________________________________________________
 AI7661* NAD 83(CORS)-  45 58 16.25058(N)    107 59 48.50065(W)     ADJUSTED  
 AI7661* NAVD 88     -                                                        
 AI7661  ___________________________________________________________________
 AI7661  EPOCH DATE  -        2002.00
 AI7661  X           -  -1,372,180.721 (meters)                     COMP
 AI7661  Y           -  -4,223,939.266 (meters)                     COMP
 AI7661  Z           -   4,563,651.077 (meters)                     COMP
 AI7661  ELLIP HEIGHT-         875.27  (meters)          (03/??/02) GPS OBS
 AI7661  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 AI7661
 AI7661  HORZ ORDER  -  SPECIAL (CORS)
 AI7661  ELLP ORDER  -  SPECIAL (CORS)
 AI7661
 AI7661.ITRF positions are available for this station.
 AI7661.The coordinates were established by GPS observations
 AI7661.and adjusted by the National Geodetic Survey in March 2002..
 AI7661.The coordinates are valid at the epoch date displayed above.
 AI7661.The epoch date for horizontal control is a decimal equivalence
 AI7661.of Year/Month/Day.
 AI7661
 AI7661
 AI7661.The PID for the CORS ARP is AI7660.
 AI7661
 AI7661.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7661
 AI7661.The ellipsoidal height was determined by GPS observations
 AI7661.and is referenced to NAD 83.
 AI7661
 AI7661.The geoid height was determined by GEOID03.
 AI7661
 AI7661;                    North         East     Units Scale Factor Converg.
 AI7661;SPC MT       -   192,393.578   716,443.971   MT  0.99955618   +1 05 58.5
 AI7661;SPC MT       -   631,212.53  2,350,537.96   iFT  0.99955618   +1 05 58.5
 AI7661
 AI7661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7661!SPC MT       -   0.99986280  x   0.99955618  =   0.99941904
 AI7661
 AI7661                          SUPERSEDED SURVEY CONTROL
 AI7661
 AI7661  NAD 83(CORS)-  45 58 16.25058(N)    107 59 48.50067(W) AD(1997.00) c
 AI7661  ELLIP H (09/??/00)  875.25   (m)                       GP(1997.00) c c
 AI7661
 AI7661.Superseded values are not recommended for survey control.
 AI7661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7661.See file dsdata.txt to determine how the superseded data were derived.
 AI7661
 AI7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL6783395213(NAD 83)
 AI7661_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7661
 AI7661                          STATION DESCRIPTION
 AI7661
 AI7661'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7661'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7661'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7661'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7661'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7661'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0558 ***********************************************************************
 QW0558  DESIGNATION -  BILLINGS AIRPORT BEACON
 QW0558  PID         -  QW0558
 QW0558  STATE/COUNTY-  MT/YELLOWSTONE
 QW0558  USGS QUAD   -  BILLINGS WEST (1975)
 QW0558
 QW0558                         *CURRENT SURVEY CONTROL
 QW0558  ___________________________________________________________________
 QW0558* NAD 83(1992)-  45 48 09.89171(N)    108 32 15.87297(W)     ADJUSTED  
 QW0558* NAVD 88     -      1089.7    (meters)    3575.     (feet)  VERTCON   
 QW0558  ___________________________________________________________________
 QW0558  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 QW0558  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 QW0558
 QW0558  HORZ ORDER  -  THIRD
 QW0558
 QW0558.This mark is at Billings Logan Intl Airport (BIL)
 QW0558
 QW0558.The horizontal coordinates were established by classical geodetic methods
 QW0558.and adjusted by the National Geodetic Survey in July 1992..
 QW0558
 QW0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0558
 QW0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0558
 QW0558.The geoid height was determined by GEOID03.
 QW0558
 QW0558;                    North         East     Units Scale Factor Converg.
 QW0558;SPC MT       -   173,022.095   674,773.250   MT  0.99961313   +0 42 14.0
 QW0558;SPC MT       -   567,657.79  2,213,823.00   iFT  0.99961313   +0 42 14.0
 QW0558;UTM  12      - 5,075,080.204   691,333.081   MT  1.00005008   +1 45 57.0
 QW0558
 QW0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0558!SPC MT       -   0.99983129  x   0.99961313  =   0.99944448
 QW0558!UTM  12      -   0.99983129  x   1.00005008  =   0.99988136
 QW0558
 QW0558                          SUPERSEDED SURVEY CONTROL
 QW0558
 QW0558  NAD 83(1986)-  45 48 09.88393(N)    108 32 15.85895(W) AD(       ) 4
 QW0558  NAD 27      -  45 48 10.04200(N)    108 32 13.35400(W) AD(       ) 3
 QW0558  NGVD 29 (07/19/86) 1088.9    (m)         3572.     (f) VERT ANG       
 QW0558
 QW0558.Superseded values are not recommended for survey control.
 QW0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0558.See file dsdata.txt to determine how the superseded data were derived.
 QW0558
 QW0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9133375080(NAD 83)
 QW0558_MARKER: 21 = AIRPORT BEACON
 QW0558
 QW0558  HISTORY     - Date     Condition        Report By
 QW0558  HISTORY     - 1939     FIRST OBSERVED   CGS
 QW0558  HISTORY     - 1952     GOOD             USGS
 QW0558  HISTORY     - 1957     GOOD             CGS
 QW0558
 QW0558                          STATION DESCRIPTION
 QW0558
 QW0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QW0558'THE CENTER OF THE WHITE LIGHT OF THE BEACON ON A STEEL TOWER
 QW0558'LOCATED APPROXIMATELY 100 YARDS SOUTHEAST OF THE MAIN BUILDING
 QW0558'OF THE BILLINGS AIRPORT.  IT FLASHES WHITE AND GREEN.
 QW0558
 QW0558                          STATION RECOVERY (1952)
 QW0558
 QW0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 QW0558'STATION FOUND AS DESCRIBED BUT EXACT POSITION IS DOUBTFUL.  BEACON
 QW0558'LIGHT IS AT TOP OF CYLINDRICAL WATER TANK,THIS BEACON LIGHT IS KNOWN
 QW0558'TO HAVE BEEN CHANGED IN 1950.POSITION OF CYLINDRICAL TANK HAS NOT BEEN
 QW0558'CHANGED SINCE IT WAS ERECTED, BUT DISTANCE BETWEEN CENTER OF TANK
 QW0558'AND NGS STATION AIRPORT DOES NOT CHECK NGS VALUES NOR DOES AZIMUTH
 QW0558'--- AIRPORT - BILLINGS AIRPORT BEACON --- CHECK NGS VALUES.
 QW0558'
 QW0558'STATION MARK - CENTER OF WHITE LIGHT OF BEACON WAS INTERSECTED.
 QW0558'
 QW0558'REFERENCE MARKS - NONE.
 QW0558
 QW0558                          STATION RECOVERY (1957)
 QW0558
 QW0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 QW0558'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THERE ARE PLANS
 QW0558'TO MOVE BEACON TO TOP OF NEW CONTROL TOWER IN ABOUT 2 YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0514 ***********************************************************************
 QW0514  DESIGNATION -  BILLINGS B AIRWAY BEACON
 QW0514  PID         -  QW0514
 QW0514  STATE/COUNTY-  MT/YELLOWSTONE
 QW0514  USGS QUAD   -  BADBABY COULEE (1980)
 QW0514
 QW0514                         *CURRENT SURVEY CONTROL
 QW0514  ___________________________________________________________________
 QW0514* NAD 83(1992)-  45 37 51.39897(N)    108 15 32.96949(W)     ADJUSTED  
 QW0514* NAVD 88     -                                                        
 QW0514  ___________________________________________________________________
 QW0514  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 QW0514  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 QW0514
 QW0514  HORZ ORDER  -  THIRD
 QW0514
 QW0514.The horizontal coordinates were established by classical geodetic methods
 QW0514.and adjusted by the National Geodetic Survey in July 1992..
 QW0514
 QW0514
 QW0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0514
 QW0514.The geoid height was determined by GEOID03.
 QW0514
 QW0514;                    North         East     Units Scale Factor Converg.
 QW0514;SPC MT       -   154,240.458   696,721.721   MT  0.99967991   +0 54 27.7
 QW0514;SPC MT       -   506,038.25  2,285,832.42   iFT  0.99967991   +0 54 27.7
 QW0514;UTM  12      - 5,056,698.308   713,634.592   MT  1.00016115   +1 57 36.1
 QW0514
 QW0514                          SUPERSEDED SURVEY CONTROL
 QW0514
 QW0514  NAD 83(1986)-  45 37 51.33340(N)    108 15 32.86256(W) AD(       ) 4
 QW0514  NAD 27      -  45 37 51.61600(N)    108 15 30.61700(W) AD(       ) 3
 QW0514
 QW0514.Superseded values are not recommended for survey control.
 QW0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0514.See file dsdata.txt to determine how the superseded data were derived.
 QW0514
 QW0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR1363556698(NAD 83)
 QW0514_MARKER: 22 = AIRWAY BEACON
 QW0514
 QW0514  HISTORY     - Date     Condition        Report By
 QW0514  HISTORY     - 1939     FIRST OBSERVED   CGS
 QW0514
 QW0514                          STATION DESCRIPTION
 QW0514
 QW0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QW0514'AN INTERSECTION STATION, THE CENTER OF THE WHITE LIGHT OF
 QW0514'AIRWAY BEACON NO. 38, 16 MILES SOUTHEAST OF BILLINGS, AND
 QW0514'KNOWN AT THE BILLINGS AIRPORT AS BILLINGS B.  IT FLASHES
 QW0514'WHITE, WITH RED B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0485 ***********************************************************************
 RT0485  DESIGNATION -  BILLINGS BISMARCK AWY BCN 37
 RT0485  PID         -  RT0485
 RT0485  STATE/COUNTY-  MT/PRAIRIE
 RT0485  USGS QUAD   -  SPRING DRAW (1969)
 RT0485
 RT0485                         *CURRENT SURVEY CONTROL
 RT0485  ___________________________________________________________________
 RT0485* NAD 83(1992)-  46 35 57.82809(N)    105 17 22.66260(W)     ADJUSTED  
 RT0485* NAVD 88     -                                                        
 RT0485  ___________________________________________________________________
 RT0485  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 RT0485  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RT0485
 RT0485  HORZ ORDER  -  THIRD
 RT0485
 RT0485.The horizontal coordinates were established by classical geodetic methods
 RT0485.and adjusted by the National Geodetic Survey in July 1992..
 RT0485
 RT0485
 RT0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0485
 RT0485.The geoid height was determined by GEOID03.
 RT0485
 RT0485;                    North         East     Units Scale Factor Converg.
 RT0485;SPC MT       -   269,733.947   922,266.731   MT  0.99941848   +3 04 47.7
 RT0485;SPC MT       -   884,953.89  3,025,809.48   iFT  0.99941848   +3 04 47.7
 RT0485;UTM  13      - 5,160,688.819   477,816.795   MT  0.99960605   -0 12 37.6
 RT0485
 RT0485                          SUPERSEDED SURVEY CONTROL
 RT0485
 RT0485  NAD 83(1986)-  46 35 57.86231(N)    105 17 22.66754(W) AD(       ) 4
 RT0485  NAD 27      -  46 35 57.81000(N)    105 17 20.70000(W) AD(       ) 3
 RT0485
 RT0485.Superseded values are not recommended for survey control.
 RT0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0485.See file dsdata.txt to determine how the superseded data were derived.
 RT0485
 RT0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM7781760689(NAD 83)
 RT0485_MARKER: 22 = AIRWAY BEACON
 RT0485
 RT0485  HISTORY     - Date     Condition        Report By
 RT0485  HISTORY     - 1949     FIRST OBSERVED   CGS
 RT0485
 RT0485                          STATION DESCRIPTION
 RT0485
 RT0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0485'THE STATION IS LOCATED 3 MILES EAST NORTHEAST OF THE VILLAGE
 RT0485'OF SUTHERLAND, 14 MILES SOUTH OF THE TOWN OF TERRY, AND 30
 RT0485'MILES EAST NORTHEAST OF MILES CITY.
 RT0485'
 RT0485'THE CENTER OF THE ROTATING LIGHT OF THE BEACON IS THE POINT
 RT0485'THAT WAS INTERSECTED.  IT IS 56 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0525 ***********************************************************************
 QW0525  DESIGNATION -  BILLINGS CONOCO REF RED STACK
 QW0525  PID         -  QW0525
 QW0525  STATE/COUNTY-  MT/YELLOWSTONE
 QW0525  USGS QUAD   -  BILLINGS EAST (1975)
 QW0525
 QW0525                         *CURRENT SURVEY CONTROL
 QW0525  ___________________________________________________________________
 QW0525* NAD 83(1992)-  45 46 48.67736(N)    108 29 33.00685(W)     ADJUSTED  
 QW0525* NAVD 88     -       949.     (meters)    3114.     (feet)  SCALED    
 QW0525  ___________________________________________________________________
 QW0525  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 QW0525  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 QW0525
 QW0525  HORZ ORDER  -  THIRD
 QW0525
 QW0525.The horizontal coordinates were established by classical geodetic methods
 QW0525.and adjusted by the National Geodetic Survey in July 1992..
 QW0525
 QW0525.The orthometric height was scaled from a topographic map.
 QW0525
 QW0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0525
 QW0525.The geoid height was determined by GEOID03.
 QW0525
 QW0525;                    North         East     Units Scale Factor Converg.
 QW0525;SPC MT       -   170,560.035   678,320.768   MT  0.99962140   +0 44 13.2
 QW0525;SPC MT       -   559,580.17  2,225,461.84   iFT  0.99962140   +0 44 13.2
 QW0525;UTM  12      - 5,072,683.215   694,927.179   MT  1.00006715   +1 47 51.4
 QW0525
 QW0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0525!SPC MT       -   0.99985338  x   0.99962140  =   0.99947484
 QW0525!UTM  12      -   0.99985338  x   1.00006715  =   0.99992052
 QW0525
 QW0525                          SUPERSEDED SURVEY CONTROL
 QW0525
 QW0525  NAD 83(1986)-  45 46 48.66974(N)    108 29 32.99283(W) AD(       ) 4
 QW0525  NAD 27      -  45 46 48.84102(N)    108 29 30.50732(W) AD(       ) 3
 QW0525
 QW0525.Superseded values are not recommended for survey control.
 QW0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0525.See file dsdata.txt to determine how the superseded data were derived.
 QW0525
 QW0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9492772683(NAD 83)
 QW0525_MARKER: 63 = STACK
 QW0525
 QW0525  HISTORY     - Date     Condition        Report By
 QW0525  HISTORY     - 1952     FIRST OBSERVED   USGS
 QW0525
 QW0525                          STATION DESCRIPTION
 QW0525
 QW0525'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0525'STATION IS LOCATED IN SEC. 2 T.1 S., R.26 E.,
 QW0525'TO REACH FROM BILLINGS POST OFFICE, GO W. ON FIRST AVE. ONE BLOCK
 QW0525'TO 27TH STREET.  GO S. ON 27TH SIX BLOCKS  TO 4TH AVE. SOUTH.
 QW0525'GO E. ALONG 4TH AVE. SOUTH 5 BLOCKS TO CONTINENTAL OIL REFINERY.
 QW0525'
 QW0525'INTERSECTED FROM STATIONS CROW, BILLINGS, AND KELLY.
 QW0525'
 QW0525'STATION MARK - LARGEST RED SMOKESTACK AT REFINERY WAS INTERSECTED.
 QW0525'
 QW0525'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0517 ***********************************************************************
 QW0517  DESIGNATION -  BILLINGS JCT MTN ST MICROWAVE
 QW0517  PID         -  QW0517
 QW0517  STATE/COUNTY-  MT/YELLOWSTONE
 QW0517  USGS QUAD   -  SODA SPRINGS NW (1978)
 QW0517
 QW0517                         *CURRENT SURVEY CONTROL
 QW0517  ___________________________________________________________________
 QW0517* NAD 83(1992)-  45 43 44.15873(N)    108 23 44.98154(W)     ADJUSTED  
 QW0517* NAVD 88     -                                                        
 QW0517  ___________________________________________________________________
 QW0517  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 QW0517  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 QW0517
 QW0517  HORZ ORDER  -  THIRD
 QW0517
 QW0517.The horizontal coordinates were established by classical geodetic methods
 QW0517.and adjusted by the National Geodetic Survey in July 1992..
 QW0517
 QW0517
 QW0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0517
 QW0517.The geoid height was determined by GEOID03.
 QW0517
 QW0517;                    North         East     Units Scale Factor Converg.
 QW0517;SPC MT       -   164,967.173   685,915.777   MT  0.99964075   +0 48 27.7
 QW0517;SPC MT       -   541,230.88  2,250,379.85   iFT  0.99964075   +0 48 27.7
 QW0517;UTM  12      - 5,067,229.217   702,627.774   MT  1.00010480   +1 51 55.2
 QW0517
 QW0517                          SUPERSEDED SURVEY CONTROL
 QW0517
 QW0517  NAD 83(1986)-  45 43 44.15377(N)    108 23 44.96116(W) AD(       ) 4
 QW0517  NAD 27      -  45 43 44.31849(N)    108 23 42.47126(W) AD(       ) 3
 QW0517
 QW0517.Superseded values are not recommended for survey control.
 QW0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0517.See file dsdata.txt to determine how the superseded data were derived.
 QW0517
 QW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR0262867229(NAD 83)
 QW0517_MARKER: 45 = MICROWAVE TOWER
 QW0517
 QW0517  HISTORY     - Date     Condition        Report By
 QW0517  HISTORY     - 1972     FIRST OBSERVED   NGS
 QW0517  HISTORY     - 19830305 GOOD             NGS
 QW0517
 QW0517                          STATION DESCRIPTION
 QW0517
 QW0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 QW0517'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE BILLINGS JUNCTION,
 QW0517'MOUNTAIN STATES-AMERICAN TELEPHONE AND TELEGRAPH COMPANY, MICROWAVE
 QW0517'KOV 44 TOWER THAT IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF
 QW0517'HUNTLEY, 8 MILES EAST OF BILLINGS AND 1.5 MILES WEST OF US HIGHWAY
 QW0517'87.  THE TOWER IS A FOUR LEGGED STRUCTURAL STEEL STRUCTURE
 QW0517'PAINTED IN ALTERNATE BANDS OF RED AND WHITE, SUPPORTING SEVEN FAN
 QW0517'SHAPED ANTENNAS, ONE AT THE TOP OF THE EAST SIDE, ONE ON
 QW0517'EACH OF THE FOUR CORNERS NEAR THE TOP AND TWO ON THE NORTH SIDE
 QW0517'NEAR THE BOTTOM.  THE OVERALL HEIGHT BEING 233.5 FEET.
 QW0517
 QW0517                          STATION RECOVERY (1983)
 QW0517
 QW0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QW0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0559 ***********************************************************************
 QW0559  DESIGNATION -  BILLINGS LOGAN FIELD TANK
 QW0559  PID         -  QW0559
 QW0559  STATE/COUNTY-  MT/YELLOWSTONE
 QW0559  USGS QUAD   -  BILLINGS WEST (1975)
 QW0559
 QW0559                         *CURRENT SURVEY CONTROL
 QW0559  ___________________________________________________________________
 QW0559* NAD 83(1992)-  45 48 15.81504(N)    108 33 39.19362(W)     ADJUSTED  
 QW0559* NAVD 88     -                                                        
 QW0559  ___________________________________________________________________
 QW0559  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 QW0559  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 QW0559
 QW0559  HORZ ORDER  -  THIRD
 QW0559
 QW0559.The horizontal coordinates were established by classical geodetic methods
 QW0559.and adjusted by the National Geodetic Survey in July 1992..
 QW0559
 QW0559
 QW0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0559
 QW0559.The geoid height was determined by GEOID03.
 QW0559
 QW0559;                    North         East     Units Scale Factor Converg.
 QW0559;SPC MT       -   173,183.061   672,972.667   MT  0.99961254   +0 41 13.1
 QW0559;SPC MT       -   568,185.90  2,207,915.57   iFT  0.99961254   +0 41 13.1
 QW0559;UTM  12      - 5,075,207.821   689,529.044   MT  1.00004163   +1 44 57.4
 QW0559
 QW0559                          SUPERSEDED SURVEY CONTROL
 QW0559
 QW0559  NAD 83(1986)-  45 48 15.81242(N)    108 33 39.17001(W) AD(       ) 4
 QW0559  NAD 27      -  45 48 15.96491(N)    108 33 36.66116(W) AD(       ) 3
 QW0559
 QW0559.Superseded values are not recommended for survey control.
 QW0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0559.See file dsdata.txt to determine how the superseded data were derived.
 QW0559
 QW0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8952975208(NAD 83)
 QW0559_MARKER: 53 = ELEVATED TANK
 QW0559
 QW0559  HISTORY     - Date     Condition        Report By
 QW0559  HISTORY     - 1972     FIRST OBSERVED   NGS
 QW0559
 QW0559                          STATION DESCRIPTION
 QW0559
 QW0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 QW0559'THE POINT INTERSECTED WAS THE FINIAL KNOB, NOT THE REVOLVING BEACON,
 QW0559'ATOP THE BILLINGS, LOGAN FIELD WATER TANK THAT IS LOCATED 1 MILE
 QW0559'WEST OF THE MAIN AREA OF THE AIRPORT AND ON THE NORTH SIDE OF STATE
 QW0559'HIGHWAY 3.  THE TANK IS A SPHERIOD IN SHAPE, SUPPORTED BY A SINGLE
 QW0559'STAND PIPE AND IS PAINTED RED AND WHITE IN COLOR.  THE OVERALL
 QW0559'HEIGHT BEING 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0526 ***********************************************************************
 QW0526  DESIGNATION -  BILLINGS SUGAR REF RED STACK
 QW0526  PID         -  QW0526
 QW0526  STATE/COUNTY-  MT/YELLOWSTONE
 QW0526  USGS QUAD   -  BILLINGS EAST (1975)
 QW0526
 QW0526                         *CURRENT SURVEY CONTROL
 QW0526  ___________________________________________________________________
 QW0526* NAD 83(1992)-  45 46 08.41359(N)    108 29 51.88040(W)     ADJUSTED  
 QW0526* NAVD 88     -       950.     (meters)    3117.     (feet)  SCALED    
 QW0526  ___________________________________________________________________
 QW0526  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 QW0526  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 QW0526
 QW0526  HORZ ORDER  -  THIRD
 QW0526
 QW0526.The horizontal coordinates were established by classical geodetic methods
 QW0526.and adjusted by the National Geodetic Survey in July 1992..
 QW0526
 QW0526.The orthometric height was scaled from a topographic map.
 QW0526
 QW0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0526
 QW0526.The geoid height was determined by GEOID03.
 QW0526
 QW0526;                    North         East     Units Scale Factor Converg.
 QW0526;SPC MT       -   169,312.267   677,929.138   MT  0.99962556   +0 43 59.4
 QW0526;SPC MT       -   555,486.44  2,224,176.96   iFT  0.99962556   +0 43 59.4
 QW0526;UTM  12      - 5,071,427.856   694,558.547   MT  1.00006539   +1 47 36.6
 QW0526
 QW0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0526!SPC MT       -   0.99985322  x   0.99962556  =   0.99947884
 QW0526!UTM  12      -   0.99985322  x   1.00006539  =   0.99991860
 QW0526
 QW0526                          SUPERSEDED SURVEY CONTROL
 QW0526
 QW0526  NAD 83(1986)-  45 46 08.40607(N)    108 29 51.86644(W) AD(       ) 4
 QW0526  NAD 27      -  45 46 08.57755(N)    108 29 49.37979(W) AD(       ) 3
 QW0526
 QW0526.Superseded values are not recommended for survey control.
 QW0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0526.See file dsdata.txt to determine how the superseded data were derived.
 QW0526
 QW0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9455971428(NAD 83)
 QW0526_MARKER: 63 = STACK
 QW0526
 QW0526  HISTORY     - Date     Condition        Report By
 QW0526  HISTORY     - 1952     FIRST OBSERVED   USGS
 QW0526
 QW0526                          STATION DESCRIPTION
 QW0526
 QW0526'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0526'STATION IS LOCATED IN SEC. 11, T.1 S., R.26 E.
 QW0526'TO REACH FROM BILLINGS POST OFFICE, GO W. ONE BLOCK TO 27TH STREET.
 QW0526'TURN S. ON 27TH ST. FOR 15 BLOCKS TO STATE AVE. TURN RIGHT W. 3 BLOCKS
 QW0526'TO SUGAR REFINERY.
 QW0526'
 QW0526'INTERSECTED FROM STATIONS KELLY, SALZY AND BILLINGS.
 QW0526'
 QW0526'STATION MARK - HIGHEST RED SMOKESTACK AT BILLINGS SUGAR REFINERY WAS
 QW0526'INTERSECTED.
 QW0526'
 QW0526'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0523 ***********************************************************************
 QW0523  DESIGNATION -  BILLINGS TV STA KOOK MAST
 QW0523  PID         -  QW0523
 QW0523  STATE/COUNTY-  MT/YELLOWSTONE
 QW0523  USGS QUAD   -  BILLINGS EAST (1975)
 QW0523
 QW0523                         *CURRENT SURVEY CONTROL
 QW0523  ___________________________________________________________________
 QW0523* NAD 83(1992)-  45 46 00.10481(N)    108 27 29.06640(W)     ADJUSTED  
 QW0523* NAVD 88     -                                                        
 QW0523  ___________________________________________________________________
 QW0523  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 QW0523  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 QW0523
 QW0523  HORZ ORDER  -  THIRD
 QW0523
 QW0523.The horizontal coordinates were established by classical geodetic methods
 QW0523.and adjusted by the National Geodetic Survey in July 1992..
 QW0523
 QW0523
 QW0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0523
 QW0523.The geoid height was determined by GEOID03.
 QW0523
 QW0523;                    North         East     Units Scale Factor Converg.
 QW0523;SPC MT       -   169,096.110   681,016.906   MT  0.99962642   +0 45 43.8
 QW0523;SPC MT       -   554,777.26  2,234,307.43   iFT  0.99962642   +0 45 43.8
 QW0523;UTM  12      - 5,071,268.789   697,651.167   MT  1.00008030   +1 49 18.8
 QW0523
 QW0523                          SUPERSEDED SURVEY CONTROL
 QW0523
 QW0523  NAD 83(1986)-  45 46 00.09976(N)    108 27 29.04657(W) AD(       ) 4
 QW0523  NAD 27      -  45 46 00.26463(N)    108 27 26.55069(W) AD(       ) 3
 QW0523
 QW0523.Superseded values are not recommended for survey control.
 QW0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0523.See file dsdata.txt to determine how the superseded data were derived.
 QW0523
 QW0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9765171269(NAD 83)
 QW0523_MARKER: 42 = RADIO/TV MAST
 QW0523
 QW0523  HISTORY     - Date     Condition        Report By
 QW0523  HISTORY     - 1972     FIRST OBSERVED   NGS
 QW0523
 QW0523                          STATION DESCRIPTION
 QW0523
 QW0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 QW0523'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE BILLINGS, KOOK,
 QW0523'TELEVISION MAST THAT IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF THE
 QW0523'CENTER OF BILLINGS AND 4 MILES WEST OF US HIGHWAY 87.  THE MAST IS
 QW0523'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 QW0523'WHITE WITH THE OVERALL HEIGHT BEING 383 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0522 ***********************************************************************
 QW0522  DESIGNATION -  BILLINGS TV STA KULR MAST
 QW0522  PID         -  QW0522
 QW0522  STATE/COUNTY-  MT/YELLOWSTONE
 QW0522  USGS QUAD   -  BILLINGS EAST (1975)
 QW0522
 QW0522                         *CURRENT SURVEY CONTROL
 QW0522  ___________________________________________________________________
 QW0522* NAD 83(1992)-  45 45 35.51254(N)    108 27 17.40851(W)     ADJUSTED  
 QW0522* NAVD 88     -                                                        
 QW0522  ___________________________________________________________________
 QW0522  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 QW0522  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 QW0522
 QW0522  HORZ ORDER  -  THIRD
 QW0522
 QW0522.The horizontal coordinates were established by classical geodetic methods
 QW0522.and adjusted by the National Geodetic Survey in July 1992..
 QW0522
 QW0522
 QW0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0522
 QW0522.The geoid height was determined by GEOID03.
 QW0522
 QW0522;                    North         East     Units Scale Factor Converg.
 QW0522;SPC MT       -   168,340.551   681,278.819   MT  0.99962898   +0 45 52.4
 QW0522;SPC MT       -   552,298.40  2,235,166.73   iFT  0.99962898   +0 45 52.4
 QW0522;UTM  12      - 5,070,517.863   697,927.132   MT  1.00008164   +1 49 26.4
 QW0522
 QW0522                          SUPERSEDED SURVEY CONTROL
 QW0522
 QW0522  NAD 83(1986)-  45 45 35.50751(N)    108 27 17.38887(W) AD(       ) 4
 QW0522  NAD 27      -  45 45 35.67227(N)    108 27 14.89401(W) AD(       ) 3
 QW0522
 QW0522.Superseded values are not recommended for survey control.
 QW0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0522.See file dsdata.txt to determine how the superseded data were derived.
 QW0522
 QW0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9792770518(NAD 83)
 QW0522_MARKER: 42 = RADIO/TV MAST
 QW0522
 QW0522  HISTORY     - Date     Condition        Report By
 QW0522  HISTORY     - 1972     FIRST OBSERVED   NGS
 QW0522
 QW0522                          STATION DESCRIPTION
 QW0522
 QW0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 QW0522'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE BILLINGS, KULR,
 QW0522'TELEVISION MAST THAT IS LOCATED ABOUT 5 MILES NORTHEAST OF THE
 QW0522'CENTER OF BILLINGS AND 4 MILES WEST OF US HIGHWAY 87.  THE MAST IS
 QW0522'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 QW0522'WHITE WITH THE OVERALL HEIGHT BEING 531 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8970 ***********************************************************************
 DF8970  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8970  DESIGNATION -  BILLINGS WAAS 1 CORS ARP
 DF8970  CORS_ID     -  ZBI1
 DF8970  PID         -  DF8970
 DF8970  STATE/COUNTY-  MT/YELLOWSTONE
 DF8970  USGS QUAD   -  BILLINGS WEST (1975)
 DF8970
 DF8970                         *CURRENT SURVEY CONTROL
 DF8970  ___________________________________________________________________
 DF8970* NAD 83(CORS)-  45 48 13.54875(N)    108 32 12.74800(W)     ADJUSTED  
 DF8970* NAVD 88     -                                                        
 DF8970  ___________________________________________________________________
 DF8970  EPOCH DATE  -        2002.00
 DF8970  X           -  -1,416,231.785 (meters)                     COMP
 DF8970  Y           -  -4,223,635.190 (meters)                     COMP
 DF8970  Z           -   4,550,857.911 (meters)                     COMP
 DF8970  ELLIP HEIGHT-        1100.20  (meters)          (11/??/03) GPS OBS
 DF8970  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 DF8970
 DF8970  HORZ ORDER  -  SPECIAL (CORS)
 DF8970  ELLP ORDER  -  SPECIAL (CORS)
 DF8970
 DF8970.ITRF positions are available for this station.
 DF8970.The coordinates were established by GPS observations
 DF8970.and adjusted by the National Geodetic Survey in November 2003..
 DF8970.The coordinates are valid at the epoch date displayed above.
 DF8970.The epoch date for horizontal control is a decimal equivalence
 DF8970.of Year/Month/Day.
 DF8970
 DF8970
 DF8970.The PID for the CORS L1 Phase Center is DF8971.
 DF8970
 DF8970.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8970
 DF8970.The ellipsoidal height was determined by GPS observations
 DF8970.and is referenced to NAD 83.
 DF8970
 DF8970.The geoid height was determined by GEOID03.
 DF8970
 DF8970;                    North         East     Units Scale Factor Converg.
 DF8970;SPC MT       -   173,135.781   674,839.311   MT  0.99961276   +0 42 16.3
 DF8970;SPC MT       -   568,030.78  2,214,039.73   iFT  0.99961276   +0 42 16.3
 DF8970
 DF8970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8970!SPC MT       -   0.99982755  x   0.99961276  =   0.99944038
 DF8970
 DF8970                          SUPERSEDED SURVEY CONTROL
 DF8970
 DF8970.No superseded survey control is available for this station.
 DF8970
 DF8970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9139775195(NAD 83)
 DF8970_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8970
 DF8970                          STATION DESCRIPTION
 DF8970
 DF8970'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8970'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8970'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8970'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8970'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8970'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8971 ***********************************************************************
 DF8971  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8971  DESIGNATION -  BILLINGS WAAS 1 CORS L1 PHASE CENTER
 DF8971  CORS_ID     -  ZBI1
 DF8971  PID         -  DF8971
 DF8971  STATE/COUNTY-  MT/YELLOWSTONE
 DF8971  USGS QUAD   -  BILLINGS WEST (1975)
 DF8971
 DF8971                         *CURRENT SURVEY CONTROL
 DF8971  ___________________________________________________________________
 DF8971* NAD 83(CORS)-  45 48 13.54868(N)    108 32 12.74799(W)     ADJUSTED  
 DF8971* NAVD 88     -                                                        
 DF8971  ___________________________________________________________________
 DF8971  EPOCH DATE  -        2002.00
 DF8971  X           -  -1,416,231.872 (meters)                     COMP
 DF8971  Y           -  -4,223,635.449 (meters)                     COMP
 DF8971  Z           -   4,550,858.189 (meters)                     COMP
 DF8971  ELLIP HEIGHT-        1100.59  (meters)          (11/??/03) GPS OBS
 DF8971  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 DF8971
 DF8971  HORZ ORDER  -  SPECIAL (CORS)
 DF8971  ELLP ORDER  -  SPECIAL (CORS)
 DF8971
 DF8971.ITRF positions are available for this station.
 DF8971.The coordinates were established by GPS observations
 DF8971.and adjusted by the National Geodetic Survey in November 2003..
 DF8971.The coordinates are valid at the epoch date displayed above.
 DF8971.The epoch date for horizontal control is a decimal equivalence
 DF8971.of Year/Month/Day.
 DF8971
 DF8971
 DF8971.The PID for the CORS ARP is DF8970.
 DF8971
 DF8971.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8971
 DF8971.The ellipsoidal height was determined by GPS observations
 DF8971.and is referenced to NAD 83.
 DF8971
 DF8971.The geoid height was determined by GEOID03.
 DF8971
 DF8971;                    North         East     Units Scale Factor Converg.
 DF8971;SPC MT       -   173,135.778   674,839.311   MT  0.99961276   +0 42 16.3
 DF8971;SPC MT       -   568,030.77  2,214,039.73   iFT  0.99961276   +0 42 16.3
 DF8971
 DF8971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8971!SPC MT       -   0.99982749  x   0.99961276  =   0.99944031
 DF8971
 DF8971                          SUPERSEDED SURVEY CONTROL
 DF8971
 DF8971.No superseded survey control is available for this station.
 DF8971
 DF8971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9139775195(NAD 83)
 DF8971_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF8971
 DF8971                          STATION DESCRIPTION
 DF8971
 DF8971'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF8971'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8971'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8971'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8971'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8971'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0760 ***********************************************************************
 RV0760  DESIGNATION -  BILLY
 RV0760  PID         -  RV0760
 RV0760  STATE/COUNTY-  MT/SWEET GRASS
 RV0760  USGS QUAD   -  MELVILLE (1985)
 RV0760
 RV0760                         *CURRENT SURVEY CONTROL
 RV0760  ___________________________________________________________________
 RV0760* NAD 83(1992)-  46 02 41.82012(N)    109 58 13.01535(W)     ADJUSTED  
 RV0760* NAVD 88     -      1648.26   (+/-2cm)    5407.7    (feet)  VERTCON   
 RV0760  ___________________________________________________________________
 RV0760  LAPLACE CORR-          -8.31  (seconds)                    DEFLEC99
 RV0760  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 RV0760
 RV0760  HORZ ORDER  -  THIRD
 RV0760  VERT ORDER  -  THIRD ? (See Below)
 RV0760
 RV0760.The horizontal coordinates were established by classical geodetic methods
 RV0760.and adjusted by the National Geodetic Survey in July 1992..
 RV0760
 RV0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0760.The vertical order pertains to the NGVD 29 superseded value.
 RV0760
 RV0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0760
 RV0760.The geoid height was determined by GEOID03.
 RV0760
 RV0760;                    North         East     Units Scale Factor Converg.
 RV0760;SPC MT       -   199,581.237   563,617.097   MT  0.99953389   -0 20 38.4
 RV0760;SPC MT       -   654,794.08  1,849,137.46   iFT  0.99953389   -0 20 38.4
 RV0760;UTM  12      - 5,099,557.163   579,668.704   MT  0.99967803   +0 44 28.7
 RV0760
 RV0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0760!SPC MT       -   0.99974346  x   0.99953389  =   0.99927747
 RV0760!UTM  12      -   0.99974346  x   0.99967803  =   0.99942157
 RV0760
 RV0760:                Primary Azimuth Mark                     Grid Az
 RV0760:SPC MT       -  DEVIL                                    253 39 29.0
 RV0760:UTM  12      -  DEVIL                                    252 34 21.9
 RV0760
 RV0760|---------------------------------------------------------------------|
 RV0760| PID    Reference Object                     Distance      Geod. Az  |
 RV0760|                                                           dddmmss.s |
 RV0760| RW0502 DEVIL                               APPROX.12.7 KM 2531850.6 |
 RV0760|---------------------------------------------------------------------|
 RV0760
 RV0760                          SUPERSEDED SURVEY CONTROL
 RV0760
 RV0760  NAD 83(1986)-  46 02 41.82077(N)    109 58 13.00365(W) AD(       ) 3
 RV0760  NAD 27      -  46 02 42.04262(N)    109 58 10.32337(W) AD(       ) 3
 RV0760  NGVD 29 (07/19/86) 1647.20   (m)         5404.2    (f) LEVELING    3  
 RV0760
 RV0760.Superseded values are not recommended for survey control.
 RV0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0760.See file dsdata.txt to determine how the superseded data were derived.
 RV0760
 RV0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR7966999557(NAD 83)
 RV0760
 RV0760  HISTORY     - Date     Condition        Report By
 RV0760  HISTORY     - 1948     MONUMENTED       USGS
 RV0760  HISTORY     - 1952     GOOD             USGS
 RV0760
 RV0760                          STATION DESCRIPTION
 RV0760
 RV0760'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (IJB)
 RV0760'ABOUT 14.0 MI. AIR N. OF BIG TIMBER.  TO REACH FROM BIG TIMBER POST
 RV0760'OFFICE, GO N. 2 BLKS, TURN RIGHT ON HIGHWAY 10 FOR 0.3 MI. THEN LEFT
 RV0760'ON HIGHWAY 19 FOR 15.75 MI. LEAVE HIGHWAY AND TURN LEFT ON DIRT RD.
 RV0760'1.05 MI. STATION IS ON HILL TO N. OF RD. THAT HAS A MASS OF ROUGH AND
 RV0760'PROJECT ROCKS ON SUMMIT.  FROM RD. TO STATION SITE IS A 20 MINUTE
 RV0760'PACK.
 RV0760'
 RV0760'STATION MARK - STANDARD TABLET CEMENTED IN BOULDER AND STAMPED
 RV0760'---BILLY 1948---.
 RV0760'
 RV0760'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET CEMENTED IN ROCK
 RV0760'OUTCROP 78.3 FT. S. OF STATION, N 07 DEG 00 MIN E,
 RV0760'AND STAMPED --- BILLY R.M. 1.---
 RV0760'
 RV0760'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET CEMENTED IN ROCK
 RV0760'OUTCROP 22.2 FT. E. OF STATION, N 89 DEG 12 MIN W,
 RV0760'AND STAMPED --- BILLY R.M.2.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0528 ***********************************************************************
 SQ0528  DESIGNATION -  BILLY
 SQ0528  PID         -  SQ0528
 SQ0528  STATE/COUNTY-  MT/GARFIELD
 SQ0528  USGS QUAD   -  WOLFE COULEE (1971)
 SQ0528
 SQ0528                         *CURRENT SURVEY CONTROL
 SQ0528  ___________________________________________________________________
 SQ0528* NAD 83(1992)-  47 38 01.24558(N)    107 16 46.06100(W)     ADJUSTED  
 SQ0528* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 SQ0528  ___________________________________________________________________
 SQ0528  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 SQ0528  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SQ0528
 SQ0528  HORZ ORDER  -  THIRD
 SQ0528
 SQ0528.The horizontal coordinates were established by classical geodetic methods
 SQ0528.and adjusted by the National Geodetic Survey in July 1992..
 SQ0528
 SQ0528.The orthometric height was scaled from a topographic map.
 SQ0528
 SQ0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0528
 SQ0528.The geoid height was determined by GEOID03.
 SQ0528
 SQ0528;                    North         East     Units Scale Factor Converg.
 SQ0528;SPC MT       -   378,350.590   766,764.273   MT  0.99945139   +1 37 27.6
 SQ0528;SPC MT       - 1,241,307.71  2,515,630.82   iFT  0.99945139   +1 37 27.6
 SQ0528;UTM  13      - 5,278,103.814   328,766.283   MT  0.99996033   -1 41 04.5
 SQ0528
 SQ0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0528!SPC MT       -   0.99985300  x   0.99945139  =   0.99930447
 SQ0528!UTM  13      -   0.99985300  x   0.99996033  =   0.99981333
 SQ0528
 SQ0528:                Primary Azimuth Mark                     Grid Az
 SQ0528:SPC MT       -  SEVEN BLACKFEET                          276 35 49.7
 SQ0528:UTM  13      -  SEVEN BLACKFEET                          279 54 21.8
 SQ0528
 SQ0528|---------------------------------------------------------------------|
 SQ0528| PID    Reference Object                     Distance      Geod. Az  |
 SQ0528|                                                           dddmmss.s |
 SQ0528| SQ0532 SEVEN BLACKFEET                     APPROX. 8.1 KM 2781317.3 |
 SQ0528|---------------------------------------------------------------------|
 SQ0528
 SQ0528                          SUPERSEDED SURVEY CONTROL
 SQ0528
 SQ0528  NAD 83(1986)-  47 38 01.24045(N)    107 16 46.04673(W) AD(       ) 3
 SQ0528  NAD 27      -  47 38 01.22300(N)    107 16 43.72400(W) AD(       ) 3
 SQ0528
 SQ0528.Superseded values are not recommended for survey control.
 SQ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0528.See file dsdata.txt to determine how the superseded data were derived.
 SQ0528
 SQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN2876678104(NAD 83)
 SQ0528_MARKER: P = PIPE CAP
 SQ0528_SETTING: 0 = UNSPECIFIED SETTING
 SQ0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0528
 SQ0528  HISTORY     - Date     Condition        Report By
 SQ0528  HISTORY     - 1937     MONUMENTED       USE
 SQ0528
 SQ0528                          STATION DESCRIPTION
 SQ0528
 SQ0528'DESCRIBED BY US ENGINEERS 1937
 SQ0528'THE STATION IS IN GARFIELD COUNTY ON THE RIGHT BANK OF THE MISSOURI
 SQ0528'RIVER AND IN THE SW 1/4, SECTION 30, T. 22 N., R. 35 E.  THE
 SQ0528'STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF THE MOUTH OF BILLAGE
 SQ0528'CREEK, 3-1/4 MILES SOUTHWEST OF THE MOUTH OF EAST HILL COULEE,
 SQ0528'2-1/2 MILES SOUTH OF THE MISSOURI RIVER ON A HIGH TIMBERED BUTTE
 SQ0528'THAT OVERLOOKS BILLAGE CREEK TO THE WEST.  THE STATION IS ON THE
 SQ0528'LAST HIGH GRASSY HILL ON THE NORTHWEST END OF THE BILLAGE CREEK
 SQ0528'AND EAST HILL DIVIDE.
 SQ0528'
 SQ0528'TO REACH STATION PROCEED AS DIRECTED IN THE DIRECTIONS TO
 SQ0528'STATION 7 BLACKFEET ALONG COUNTY ROAD.  FROM THE TURNOFF TO THE
 SQ0528'MC KIEVER RANCH, CONTINUE EAST ON MAIN ROAD PAST SCHOOLHOUSE
 SQ0528'ON RIGHT AND ACROSS BRIDGE OVER CREEK THENCE EAST TO WELL-USED
 SQ0528'TURNOFF TO THE LEFT.  TURN LEFT PAST LONE CABIN IN COULEE AND
 SQ0528'CONTINUE NORTHWEST THEN NORTHEAST ALONG TRAIL TO FORK, TAKE
 SQ0528'LEFT FORK AND DRIVE NORTHWEST THENCE NORTHEAST TO FORK.  TURN
 SQ0528'LEFT ON DIM ROAD AND CONTINUE ALONG CREST OF RIDGE TO END OF
 SQ0528'AUTOMOBILE TRAVEL.  A PACK OF ABOUT 1-3/4 MILES ALONG STOCK
 SQ0528'TRAIL IS THEN NECESSARY TO REACH STATION.
 SQ0528'
 SQ0528'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0528'
 SQ0528'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0528'
 SQ0528'ELEVATION OF MONUMENT WAS NOT DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0542 ***********************************************************************
 QY0542  DESIGNATION -  BIRCH
 QY0542  PID         -  QY0542
 QY0542  STATE/COUNTY-  MT/BEAVERHEAD
 QY0542  USGS QUAD   -  TWIN ADAMS MOUNTAIN (1988)
 QY0542
 QY0542                         *CURRENT SURVEY CONTROL
 QY0542  ___________________________________________________________________
 QY0542* NAD 83(1992)-  45 23 20.05201(N)    112 47 44.07619(W)     ADJUSTED  
 QY0542* NAVD 88     -      2044.3    (meters)    6707.     (feet)  VERTCON   
 QY0542  ___________________________________________________________________
 QY0542  LAPLACE CORR-          -7.92  (seconds)                    DEFLEC99
 QY0542  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 QY0542
 QY0542  HORZ ORDER  -  SECOND
 QY0542
 QY0542.The horizontal coordinates were established by classical geodetic methods
 QY0542.and adjusted by the National Geodetic Survey in July 1992..
 QY0542
 QY0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0542
 QY0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0542
 QY0542.The geoid height was determined by GEOID03.
 QY0542
 QY0542;                    North         East     Units Scale Factor Converg.
 QY0542;SPC MT       -   132,008.125   342,048.662   MT  0.99978882   -2 24 38.6
 QY0542;SPC MT       -   433,097.52  1,122,206.90   iFT  0.99978882   -2 24 38.6
 QY0542;UTM  12      - 5,027,722.270   359,441.995   MT  0.99984291   -1 16 42.5
 QY0542
 QY0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0542!SPC MT       -   0.99968142  x   0.99978882  =   0.99947031
 QY0542!UTM  12      -   0.99968142  x   0.99984291  =   0.99952438
 QY0542
 QY0542|---------------------------------------------------------------------|
 QY0542| PID    Reference Object                     Distance      Geod. Az  |
 QY0542|                                                           dddmmss.s |
 QY0542| CN3984 BIRCH RM 1                            6.978 METERS 07432     |
 QY0542| CN3983 BIRCH AZ MK                                        0921953.6 |
 QY0542| QY0517 RNG DILLON RADIO DLN                APPROX.22.5 KM 1194247.5 |
 QY0542| QY0516 AIRWAY BCN 32 DILLON MUN APT        APPROX.24.2 KM 1283709.0 |
 QY0542| CN3985 BIRCH RM 2                            6.282 METERS 13048     |
 QY0542|---------------------------------------------------------------------|
 QY0542
 QY0542                          SUPERSEDED SURVEY CONTROL
 QY0542
 QY0542  NAD 83(1986)-  45 23 20.05156(N)    112 47 44.07524(W) AD(       ) 2
 QY0542  NAD 27      -  45 23 20.31500(N)    112 47 40.96700(W) AD(       ) 2
 QY0542  NGVD 29 (07/19/86) 2043.0    (m)         6703.     (f) VERT ANG       
 QY0542
 QY0542.Superseded values are not recommended for survey control.
 QY0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0542.See file dsdata.txt to determine how the superseded data were derived.
 QY0542
 QY0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5944227722(NAD 83)
 QY0542_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0542_SETTING: 66 = SET IN ROCK OUTCROP
 QY0542
 QY0542  HISTORY     - Date     Condition        Report By
 QY0542  HISTORY     - 1956     MONUMENTED       CGS
 QY0542
 QY0542                          STATION DESCRIPTION
 QY0542
 QY0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0542'THE STATION IS LOCATED ON THE SUMMIT OF A GRASSY KNOLL WHICH
 QY0542'LIES ABOUT 16 MILES NORTHWEST OF DILLON, ABOUT 16 MILES
 QY0542'SOUTHWEST OF MELROSE, ABOUT 8 MILES EAST SOUTHEAST OF TORREY
 QY0542'MOUNTAIN, ABOUT 0.3 MILE SOUTH OF THE ROAD WHICH LEADS TOWARD
 QY0542'GREENSTONE GULCH AND 200 FEET SOUTH OF THE FOREST SERVICE
 QY0542'FENCE.  HIGHER GROUND LIES ABOUT 0.5 MILE WEST OF THE STATION.
 QY0542'
 QY0542'TO REACH FROM THE POST OFFICE AT DILLON.  GO WEST FOR ONE
 QY0542'BLOCK.  TURN RIGHT, ONTO U.S. HIGHWAY 91, AND GO NORTH FOR
 QY0542'11.3 MILES.  TURN LEFT, ONTO A GRADED ROAD, AS PER THE SIGN
 QY0542'READING BIRCH CREEK, AND GO WESTERLY FOR 7.5 MILES.  TURN
 QY0542'RIGHT, AS PER THE SIGN READING BARBOUR GULCH, AND GO NORTH
 QY0542'FOR 0.4 MILE.  TURN LEFT, AS PER THE SIGN READING GREENSTONE
 QY0542'GULCH, AND GO WEST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 QY0542'LEFT HAND SIDE OF THE ROAD.  CONTINUE STRAIGHT AHEAD,
 QY0542'WESTERLY, FOR 0.4 MILE.  PASS THROUGH A BOARD GATE, TURN SHARP
 QY0542'LEFT, AND GO ACROSS COUNTRY UP THE STEEP SLOPE, SOUTHERLY,
 QY0542'FOR 0.3 MILE.  TURN LEFT AND FOLLOW THE CREST OF THE RIDGE
 QY0542'EASTERLY FOR 0.25 MILE TO THE HIGH GROUND AND THE STATION.
 QY0542'
 QY0542'THE STATION MARK PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 QY0542'BIRCH 1956.
 QY0542'
 QY0542'REFERENCE MARK 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 QY0542'IT PROJECTS 6 INCHES AND THE DISK IS STAMPED BIRCH NO 1 1956.
 QY0542'
 QY0542'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 QY0542'IT PROJECTS 2 INCHES AND THE DISK IS STAMPED BIRCH NO 2 1956.
 QY0542'
 QY0542'THE AZIMUTH MARK IS 70 FEET SOUTH OF THE CENTER OF A TRACK
 QY0542'ROAD AND 3 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 QY0542'IT PROJECTS 4 INCHES AND THE DISK IS STAMPED BIRCH 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0545 ***********************************************************************
 QY0545  DESIGNATION -  BIRCH CREEK
 QY0545  PID         -  QY0545
 QY0545  STATE/COUNTY-  MT/BEAVERHEAD
 QY0545  USGS QUAD   -  ARGENTA (1988)
 QY0545
 QY0545                         *CURRENT SURVEY CONTROL
 QY0545  ___________________________________________________________________
 QY0545* NAD 83(1992)-  45 22 27.44722(N)    112 46 09.16569(W)     ADJUSTED  
 QY0545* NAVD 88     -      1819.9    (meters)    5971.     (feet)  VERTCON   
 QY0545  ___________________________________________________________________
 QY0545  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 QY0545  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 QY0545
 QY0545  HORZ ORDER  -  THIRD
 QY0545
 QY0545.The horizontal coordinates were established by classical geodetic methods
 QY0545.and adjusted by the National Geodetic Survey in July 1992..
 QY0545
 QY0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0545
 QY0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0545
 QY0545.The geoid height was determined by GEOID03.
 QY0545
 QY0545;                    North         East     Units Scale Factor Converg.
 QY0545;SPC MT       -   130,299.383   344,043.273   MT  0.99979595   -2 23 29.2
 QY0545;SPC MT       -   427,491.41  1,128,750.90   iFT  0.99979595   -2 23 29.2
 QY0545;UTM  12      - 5,026,053.195   361,470.075   MT  0.99983595   -1 15 33.7
 QY0545
 QY0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0545!SPC MT       -   0.99971659  x   0.99979595  =   0.99951259
 QY0545!UTM  12      -   0.99971659  x   0.99983595  =   0.99955258
 QY0545
 QY0545:                Primary Azimuth Mark                     Grid Az
 QY0545:SPC MT       -  APEX                                     081 59 33.0
 QY0545:UTM  12      -  APEX                                     080 51 37.5
 QY0545
 QY0545|---------------------------------------------------------------------|
 QY0545| PID    Reference Object                     Distance      Geod. Az  |
 QY0545|                                                           dddmmss.s |
 QY0545| QY0520 APEX                                APPROX. 5.2 KM 0793603.8 |
 QY0545|---------------------------------------------------------------------|
 QY0545
 QY0545                          SUPERSEDED SURVEY CONTROL
 QY0545
 QY0545  NAD 83(1986)-  45 22 27.44696(N)    112 46 09.16442(W) AD(       ) 3
 QY0545  NAD 27      -  45 22 27.72153(N)    112 46 06.06601(W) AD(       ) 3
 QY0545  NGVD 29 (07/19/86) 1818.6    (m)         5967.     (f) VERT ANG       
 QY0545
 QY0545.Superseded values are not recommended for survey control.
 QY0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0545.See file dsdata.txt to determine how the superseded data were derived.
 QY0545
 QY0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6147026053(NAD 83)
 QY0545_MARKER: DD = SURVEY DISK
 QY0545_SETTING: 66 = SET IN ROCK OUTCROP
 QY0545_SP_SET: SET IN ROCK OUTCROP
 QY0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0545+STABILITY: POSITION/ELEVATION WELL
 QY0545
 QY0545  HISTORY     - Date     Condition        Report By
 QY0545  HISTORY     - 1950     MONUMENTED       USGS
 QY0545
 QY0545                          STATION DESCRIPTION
 QY0545
 QY0545'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0545'STATION IS LOCATED IN SEC. 30, T 5 S, R 9 W, JUST OUTSIDE OF
 QY0545'BEAVERHEAD NATIONAL FOREST TO E. AND ABOUT .25 MI. S. OF BIRCH CREEK
 QY0545'ROAD ON HIGHEST POINT OF BARE ROCKY RIDGE.
 QY0545'
 QY0545'TO REACH POINT FROM DILLON, MONTANA, POST OFFICE, FOLLOW U.S. HIGHWAY
 QY0545'91 N. OUT OF DILLON 11.3 MI., TURN LEFT ON BIRCH CREEK ROAD AND FOLLOW
 QY0545'RD. 6.1 MI. TO RANCH DRIVEWAY.  ENTER DRIVEWAY AND CONTINUE 0.05 MI.,
 QY0545'TURN LEFT ON FAINT RD. NOW ABANDONED.  JEEP MUST BE USED FOR REST OF
 QY0545'TRIP.  FOLLOW ABANDONED RD. FOR 0.1 MI., TURN OFF TO RIGHT UP DRAW
 QY0545'BETWEEN LOW HILLS.  CONTINUE AROUND HILL TO LEFT AND TO TOP OF HILL
 QY0545'0.3 MI. FROM ABANDONED RD. TURNOFF.  STATION MARK IS LOCATED ON N.
 QY0545'END OF SHORT ROCKY CREST OF HILL.
 QY0545'
 QY0545'STATION MARK--STANDARD USGS TABLET SET IN SOLID ROCK STAMPED
 QY0545'---W-BRICH CREEK VABM 5967---.
 QY0545'
 QY0545'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0918 ***********************************************************************
 SS0918  DESIGNATION -  BIRD
 SS0918  PID         -  SS0918
 SS0918  STATE/COUNTY-  MT/CASCADE
 SS0918  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0918
 SS0918                         *CURRENT SURVEY CONTROL
 SS0918  ___________________________________________________________________
 SS0918* NAD 83(1992)-  47 13 28.68413(N)    111 33 37.02715(W)     ADJUSTED  
 SS0918* NAVD 88     -      1187.745  (meters)    3896.79   (feet)  ADJUSTED  
 SS0918  ___________________________________________________________________
 SS0918  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 SS0918  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 SS0918  DYNAMIC HT  -        1187.608 (meters)    3896.34  (feet)  COMP
 SS0918  MODELED GRAV-     980,455.9   (mgal)                       NAVD 88
 SS0918
 SS0918  HORZ ORDER  -  SECOND
 SS0918  VERT ORDER  -  SECOND    CLASS 0
 SS0918
 SS0918.The horizontal coordinates were established by classical geodetic methods
 SS0918.and adjusted by the National Geodetic Survey in July 1992..
 SS0918
 SS0918.The orthometric height was determined by differential leveling
 SS0918.and adjusted by the National Geodetic Survey in June 1991..
 SS0918
 SS0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0918
 SS0918.The geoid height was determined by GEOID03.
 SS0918
 SS0918.The dynamic height is computed by dividing the NAVD 88
 SS0918.geopotential number by the normal gravity value computed on the
 SS0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0918.degrees latitude (g = 980.6199 gals.).
 SS0918
 SS0918.The modeled gravity was interpolated from observed gravity values.
 SS0918
 SS0918;                    North         East     Units Scale Factor Converg.
 SS0918;SPC MT       -   332,586.467   444,072.594   MT  0.99939946   -1 30 25.6
 SS0918;SPC MT       - 1,091,162.95  1,456,931.08   iFT  0.99939946   -1 30 25.6
 SS0918;UTM  12      - 5,230,279.652   457,582.895   MT  0.99962211   -0 24 40.6
 SS0918
 SS0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0918!SPC MT       -   0.99981599  x   0.99939946  =   0.99921556
 SS0918!UTM  12      -   0.99981599  x   0.99962211  =   0.99943817
 SS0918
 SS0918:                Primary Azimuth Mark                     Grid Az
 SS0918:SPC MT       -  GREAT FALLS ANACONDA MINE STK            035 05 48.3
 SS0918:UTM  12      -  GREAT FALLS ANACONDA MINE STK            034 00 03.3
 SS0918
 SS0918|---------------------------------------------------------------------|
 SS0918| PID    Reference Object                     Distance      Geod. Az  |
 SS0918|                                                           dddmmss.s |
 SS0918| SS1419 GREAT FALLS ANACONDA MINE STK       APPROX.40.5 KM 0333522.7 |
 SS0918| SS0917 BIRD RM 2                             8.457 METERS 14235     |
 SS0918| SS0919 BIRD RM 1                            12.127 METERS 34646     |
 SS0918|---------------------------------------------------------------------|
 SS0918
 SS0918                          SUPERSEDED SURVEY CONTROL
 SS0918
 SS0918  NAD 83(1986)-  47 13 28.68459(N)    111 33 37.01151(W) AD(       ) 2
 SS0918  NAD 27      -  47 13 28.86320(N)    111 33 34.11100(W) AD(       ) 2
 SS0918  NGVD 29 (??/??/92) 1186.810  (m)         3893.73   (f) ADJ UNCH    2 0
 SS0918
 SS0918.Superseded values are not recommended for survey control.
 SS0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0918.See file dsdata.txt to determine how the superseded data were derived.
 SS0918
 SS0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT5758330280(NAD 83)
 SS0918_MARKER: DS = TRIANGULATION STATION DISK
 SS0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0918_STAMPING: BIRD 1961
 SS0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0918+STABILITY: SURFACE MOTION
 SS0918
 SS0918  HISTORY     - Date     Condition        Report By
 SS0918  HISTORY     - 1961     MONUMENTED       CGS
 SS0918  HISTORY     - 1961     GOOD             CGS
 SS0918
 SS0918                          STATION DESCRIPTION
 SS0918
 SS0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS0918'THE STATION IS ON THE WEST SIDE OF A GRASSY RIDGE OVERLOOKING
 SS0918'BIRD CREEK TO THE WEST.  IT IS ABOUT 23 MILES SOUTHWEST OF GREAT
 SS0918'FALLS, 7 MILES SOUTHEAST OF CASCADE AND 1-1/2 MILES EAST OF
 SS0918'BIRD CREEK.
 SS0918'
 SS0918'TO REACH THE STATION FROM THE POST OFFICE IN CASCADE, GO EAST,
 SS0918'CROSSING OVER THE MISSOURI RIVER BRIDGE, FOR 0.7 MILE TO A FORK.
 SS0918'TURN RIGHT AND GO SOUTH AND EAST FOR 5.8 MILES TO A SIDE ROAD
 SS0918'RIGHT AND SOME FARM BUILDINGS ON THE LEFT.  CONTINUE EAST FOR
 SS0918'2.3 MILES TO THE TOP OF THE RIDGE AND THE STATION ON THE LEFT.
 SS0918'
 SS0918'THE STATION MARKS ARE STANDARD DISKS, STAMPED BIRD 1961.  THE
 SS0918'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 SS0918'POST PROJECTING 5 INCHES.  IT IS 100 FEET NORTH OF THE CENTERLINE
 SS0918'OF THE ROAD, 97 FEET SOUTHEAST OF A FENCE CORNER, 8 FEET
 SS0918'SOUTHWEST OF A FENCE AND 4.2 FEET NORTHEAST OF A WITNESS POST.
 SS0918'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 SS0918'32 INCHES BELOW THE GROUND SURFACE.
 SS0918'
 SS0918'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIRD NO 1 1961,
 SS0918'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 SS0918'8 INCHES.  IT IS 124 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 SS0918'1 FOOT SOUTHWEST OF THE FENCE AND 1 FOOT HIGHER THAN THE
 SS0918'STATION.
 SS0918'
 SS0918'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIRD NO 2 1961,
 SS0918'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 SS0918'5 INCHES.  IT IS 94 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 SS0918'1 FOOT SOUTHWEST OF THE FENCE AND THE SAME ELEVATION AS
 SS0918'THE STATION.
 SS0918
 SS0918                          STATION RECOVERY (1961)
 SS0918
 SS0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SS0918'8.65 MI SE FROM CASCADE.
 SS0918'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0918'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0918'ROAD, THENCE 2.35 MILES SOUTHEAST ALONG A COUNTY ROAD, AT THE CREST OF
 SS0918'A HILL, ON THE INSIDE OF A CURVE, 104 FEET EAST-NORTHEAST OF THE
 SS0918'CENTER LINE OF THE ROAD, 27.5 FEET NORTHWEST OF REFERENCE MARK BIRD
 SS0918'R.M. 2, 40 FEET SOUTH OF REFERENCE MARK BIRD R.M. 1, 7.5 FEET
 SS0918'WEST-SOUTHWEST OF A FENCE, 4.0 FEET EAST-NORTHEAST OF A WITNESS POST,
 SS0918'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS0918'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1089 ***********************************************************************
 SR1089  DESIGNATION -  BIRD
 SR1089  PID         -  SR1089
 SR1089  STATE/COUNTY-  MT/FERGUS
 SR1089  USGS QUAD   -  BIRD RAPIDS (1954)
 SR1089
 SR1089                         *CURRENT SURVEY CONTROL
 SR1089  ___________________________________________________________________
 SR1089* NAD 83(1992)-  47 45 49.90899(N)    109 08 42.92167(W)     ADJUSTED  
 SR1089* NAVD 88     -      1015.9    (meters)    3333.     (feet)  VERTCON   
 SR1089  ___________________________________________________________________
 SR1089  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 SR1089  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 SR1089
 SR1089  HORZ ORDER  -  FIRST
 SR1089
 SR1089.The horizontal coordinates were established by classical geodetic methods
 SR1089.and adjusted by the National Geodetic Survey in July 1992..
 SR1089
 SR1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1089
 SR1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1089
 SR1089.The geoid height was determined by GEOID03.
 SR1089
 SR1089;                    North         East     Units Scale Factor Converg.
 SR1089;SPC MT       -   390,513.461   626,579.522   MT  0.99947868   +0 15 34.2
 SR1089;SPC MT       - 1,281,212.14  2,055,707.09   iFT  0.99947868   +0 15 34.2
 SR1089;UTM  12      - 5,291,720.985   638,983.446   MT  0.99983737   +1 22 24.4
 SR1089
 SR1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1089!SPC MT       -   0.99984313  x   0.99947868  =   0.99932190
 SR1089!UTM  12      -   0.99984313  x   0.99983737  =   0.99968053
 SR1089
 SR1089|---------------------------------------------------------------------|
 SR1089| PID    Reference Object                     Distance      Geod. Az  |
 SR1089|                                                           dddmmss.s |
 SR1089| CQ5098 BIRD RM 1                             7.586 METERS 12316     |
 SR1089| CQ5097 BIRD AZ MK                                         2354048.0 |
 SR1089| CQ5099 BIRD RM 2                             7.732 METERS 33728     |
 SR1089|---------------------------------------------------------------------|
 SR1089
 SR1089                          SUPERSEDED SURVEY CONTROL
 SR1089
 SR1089  NAD 83(1986)-  47 45 49.90663(N)    109 08 42.90367(W) AD(       ) 1
 SR1089  NAD 27      -  47 45 49.96400(N)    109 08 40.28500(W) AD(       ) 1
 SR1089  NGVD 29 (07/19/86) 1015.1    (m)         3330.     (f) VERT ANG       
 SR1089
 SR1089.Superseded values are not recommended for survey control.
 SR1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1089.See file dsdata.txt to determine how the superseded data were derived.
 SR1089
 SR1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT3898391721(NAD 83)
 SR1089_MARKER: DS = TRIANGULATION STATION DISK
 SR1089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1089_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1089
 SR1089  HISTORY     - Date     Condition        Report By
 SR1089  HISTORY     - 1889     MONUMENTED       MORC
 SR1089  HISTORY     - 1949     GOOD             CGS
 SR1089  HISTORY     - 1953     GOOD             USGS
 SR1089
 SR1089                          STATION DESCRIPTION
 SR1089
 SR1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1089'STATION IS 16-1/2 MILES NORTHEAST OF WINIFRED, 1-1/2 MILES SOUTH
 SR1089'OF THE MISSOURI RIVER, 0.3 MILE NORTHEAST OF SEVERAL LOG BUILDINGS,
 SR1089'AND ON A PROMINENT GRASSY KNOLL HAVING SCATTERED PINE TREES
 SR1089'ON THE WEST SLOPE.  IT IS 7 FEET WEST OF A WITNESS POST.
 SR1089'
 SR1089'TO REACH THE STATION FROM THE MAIN CROSS STREETS AND THE LIGHT
 SR1089'POLE IN WINIFRED, GO NORTH 0.1 MILE, TAKE THE RIGHT FORK, GO
 SR1089'0.25 MILE PAST THE GRAIN ELEVATORS TO A BRIDGE, CROSS THE BRIDGE,
 SR1089'GO EAST ON THE MAIN ROAD 1.2 MILES, THENCE NORTH 2.4 MILES TO
 SR1089'A T-ROAD, TURN RIGHT, GO 1.9 MILES TO A T-ROAD, TURN LEFT AND
 SR1089'GO NORTHERLY 10.2 MILES TO A T-ROAD AT A SIGN, WINIFRED,
 SR1089'WOODHAWK, TURN LEFT, GO NORTH 2.6 MILES TO A T-ROAD, CONTINUE
 SR1089'NORTH 0.8 MILE TO A GATE, PASS THROUGH THE GATE AND GO EAST
 SR1089'0.7 MILE TO A GATE, ABOUT 200 YARDS EAST OF THE FORD RANCH
 SR1089'HOUSE, PASS THROUGH THE GATE AND CONTINUE EAST 0.1 MILE TO A
 SR1089'FORK, BEAR LEFT, GO 0.2 MILE TO A DIM FIELD ROAD SHARP
 SR1089'RIGHT, TURN RIGHT, GO EAST 0.3 MILE TO A GATE, PASS THROUGH
 SR1089'THE GATE AND CONTINUE EAST 0.15 MILE TO THE AZIMUTH MARK
 SR1089'ON THE RIGHT, CONTINUE EAST 1.65 MILES TO A RANCH HOUSE, BEAR
 SR1089'LEFT, GO NORTH, PASSING TO THE WEST OF A BARN FOR 0.1
 SR1089'MILE, TURN RIGHT, GO EAST 0.3 MILE TO THE STATION.
 SR1089'
 SR1089'STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION IRON CAP
 SR1089'BOLTED TO THE TOP OF A 5-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 SR1089'
 SR1089'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SR1089'BIRD MORC NO 1 1948.
 SR1089'
 SR1089'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SR1089'BIRD MORC NO 2 1948.
 SR1089'
 SR1089'THE AZIMUTH MARK IS APPROXIMATELY 2.0 MILES SOUTHWEST OF THE
 SR1089'STATION.  IT IS 32 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 SR1089'ROAD, 4 FEET SOUTHEAST OF THE NORTH CORNER OF A FENCE AND
 SR1089'4 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 10 INCHES
 SR1089'AND THE DISK IS STAMPED BIRD MORC 1948.
 SR1089'
 SR1089'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET IN
 SR1089'THE TOPS OF 12-INCH SQUARE CONCRETE POSTS AND WERE SET BY
 SR1089'M.J. TONKEL IN 1948.
 SR1089'
 SR1089'A FOUR FOOT STAND AT STATION BIRD (MO. R C) WILL SEE A 10 FOOT
 SR1089'STAND AT WOODHAWK, A FOUR FOOT STAND AT CHIMNEY (MO. R C) AND A
 SR1089'15 FOOT STAND AT LION.
 SR1089
 SR1089                          STATION RECOVERY (1953)
 SR1089
 SR1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SR1089'STATION OCCUPIED BY USGS FOR PHOTO IDENTIFICATION ONLY.
 SR1089'
 SR1089'STATION MARK--STANDARD MORC IRON CAP BOLTED TO THE TOP OF A 5 IN. IRON
 SR1089'PIPE, PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0919 ***********************************************************************
 SS0919  DESIGNATION -  BIRD RM 1
 SS0919  PID         -  SS0919
 SS0919  STATE/COUNTY-  MT/CASCADE
 SS0919  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0919
 SS0919                         *CURRENT SURVEY CONTROL
 SS0919  ___________________________________________________________________
 SS0919* NAD 83(1986)-  47 13 28.     (N)    111 33 37.     (W)     SCALED    
 SS0919* NAVD 88     -      1187.828  (meters)    3897.07   (feet)  ADJUSTED  
 SS0919  ___________________________________________________________________
 SS0919  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 SS0919  DYNAMIC HT  -        1187.691 (meters)    3896.62  (feet)  COMP
 SS0919  MODELED GRAV-     980,455.8   (mgal)                       NAVD 88
 SS0919
 SS0919  VERT ORDER  -  SECOND    CLASS 0
 SS0919
 SS0919.The horizontal coordinates were scaled from a topographic map and have
 SS0919.an estimated accuracy of +/- 6 seconds.
 SS0919
 SS0919.The orthometric height was determined by differential leveling
 SS0919.and adjusted by the National Geodetic Survey in June 1991..
 SS0919
 SS0919.The geoid height was determined by GEOID03.
 SS0919
 SS0919.The dynamic height is computed by dividing the NAVD 88
 SS0919.geopotential number by the normal gravity value computed on the
 SS0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0919.degrees latitude (g = 980.6199 gals.).
 SS0919
 SS0919.The modeled gravity was interpolated from observed gravity values.
 SS0919
 SS0919;                    North         East    Units  Estimated Accuracy
 SS0919;SPC MT       -   332,570.      444,070.      MT  (+/- 180 meters Scaled)
 SS0919
 SS0919                          SUPERSEDED SURVEY CONTROL
 SS0919
 SS0919  NGVD 29 (??/??/92) 1186.893  (m)         3894.00   (f) ADJ UNCH    2 0
 SS0919
 SS0919.Superseded values are not recommended for survey control.
 SS0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0919.See file dsdata.txt to determine how the superseded data were derived.
 SS0919
 SS0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT575302(NAD 83)
 SS0919_MARKER: DR = REFERENCE MARK DISK
 SS0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0919_STAMPING: BIRD NO. 1 1961
 SS0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0919+STABILITY: SURFACE MOTION
 SS0919
 SS0919  HISTORY     - Date     Condition        Report By
 SS0919  HISTORY     - 1961     MONUMENTED       CGS
 SS0919
 SS0919                          STATION DESCRIPTION
 SS0919
 SS0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0919'8.65 MI SE FROM CASCADE.
 SS0919'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0919'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0919'ROAD, THENCE 2.35 MILES SOUTHEAST ALONG A COUNTY ROAD, ON THE INSIDE
 SS0919'OF A CURVE, AT THE CREST OF A HILL, 125 FEET EAST-NORTHEAST OF THE
 SS0919'CENTER LINE OF THE ROAD, 40 FEET NORTH OF TRIANGULATION STATION BIRD,
 SS0919'42 FEET NORTH-NORTHEAST OF A WITNESS POST, 1.0 FOOT WEST-SOUTHWEST OF
 SS0919'A FENCE, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SS0919'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0917 ***********************************************************************
 SS0917  DESIGNATION -  BIRD RM 2
 SS0917  PID         -  SS0917
 SS0917  STATE/COUNTY-  MT/CASCADE
 SS0917  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0917
 SS0917                         *CURRENT SURVEY CONTROL
 SS0917  ___________________________________________________________________
 SS0917* NAD 83(1986)-  47 13 28.     (N)    111 33 37.     (W)     SCALED    
 SS0917* NAVD 88     -      1187.742  (meters)    3896.78   (feet)  ADJUSTED  
 SS0917  ___________________________________________________________________
 SS0917  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 SS0917  DYNAMIC HT  -        1187.604 (meters)    3896.33  (feet)  COMP
 SS0917  MODELED GRAV-     980,455.8   (mgal)                       NAVD 88
 SS0917
 SS0917  VERT ORDER  -  SECOND    CLASS 0
 SS0917
 SS0917.The horizontal coordinates were scaled from a topographic map and have
 SS0917.an estimated accuracy of +/- 6 seconds.
 SS0917
 SS0917.The orthometric height was determined by differential leveling
 SS0917.and adjusted by the National Geodetic Survey in June 1991..
 SS0917
 SS0917.The geoid height was determined by GEOID03.
 SS0917
 SS0917.The dynamic height is computed by dividing the NAVD 88
 SS0917.geopotential number by the normal gravity value computed on the
 SS0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0917.degrees latitude (g = 980.6199 gals.).
 SS0917
 SS0917.The modeled gravity was interpolated from observed gravity values.
 SS0917
 SS0917;                    North         East    Units  Estimated Accuracy
 SS0917;SPC MT       -   332,570.      444,070.      MT  (+/- 180 meters Scaled)
 SS0917
 SS0917                          SUPERSEDED SURVEY CONTROL
 SS0917
 SS0917  NGVD 29 (??/??/92) 1186.807  (m)         3893.72   (f) ADJ UNCH    2 0
 SS0917
 SS0917.Superseded values are not recommended for survey control.
 SS0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0917.See file dsdata.txt to determine how the superseded data were derived.
 SS0917
 SS0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT575302(NAD 83)
 SS0917_MARKER: DR = REFERENCE MARK DISK
 SS0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0917_STAMPING: BIRD NO. 2 1961
 SS0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0917+STABILITY: SURFACE MOTION
 SS0917
 SS0917  HISTORY     - Date     Condition        Report By
 SS0917  HISTORY     - 1961     MONUMENTED       CGS
 SS0917
 SS0917                          STATION DESCRIPTION
 SS0917
 SS0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0917'8.65 MI SE FROM CASCADE.
 SS0917'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0917'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0917'ROAD, THENCE 2.35 MILES SOUTHEAST ALONG A COUNTY ROAD, AT THE CREST OF
 SS0917'A HILL, ON THE INSIDE OF A CURVE, 97 FEET EAST-NORTHEAST OF THE CENTER
 SS0917'LINE OF THE ROAD, 27.5 FEET SOUTHEAST OF TRIANGULATION STATION BIRD,
 SS0917'30 FEET SOUTHEAST OF A WITNESS POST, 1.0 FOOT SOUTHWEST OF A FENCE,
 SS0917'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0917'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0416 ***********************************************************************
 QV0416  DESIGNATION -  BIRNEY
 QV0416  PID         -  QV0416
 QV0416  STATE/COUNTY-  MT/ROSEBUD
 QV0416  USGS QUAD   -  BIRNEY (1976)
 QV0416
 QV0416                         *CURRENT SURVEY CONTROL
 QV0416  ___________________________________________________________________
 QV0416* NAD 83(1993)-  45 22 23.18585(N)    106 35 42.18854(W)     ADJUSTED  
 QV0416* NAVD 88     -      1265.7    (meters)    4153.     (feet)  VERTCON   
 QV0416  ___________________________________________________________________
 QV0416  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 QV0416  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 QV0416
 QV0416  HORZ ORDER  -  THIRD
 QV0416
 QV0416.The horizontal coordinates were established by classical geodetic methods
 QV0416.and adjusted by the National Geodetic Survey in January 1997..
 QV0416
 QV0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0416
 QV0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0416
 QV0416.The geoid height was determined by GEOID03.
 QV0416
 QV0416;                    North         East     Units Scale Factor Converg.
 QV0416;SPC MT       -   129,043.865   827,456.069   MT  0.99979653   +2 07 29.9
 QV0416;SPC MT       -   423,372.26  2,714,750.88   iFT  0.99979653   +2 07 29.9
 QV0416;UTM  13      - 5,025,636.669   375,104.235   MT  0.99979179   -1 08 07.2
 QV0416
 QV0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0416!SPC MT       -   0.99980392  x   0.99979653  =   0.99960049
 QV0416!UTM  13      -   0.99980392  x   0.99979179  =   0.99959576
 QV0416
 QV0416                          SUPERSEDED SURVEY CONTROL
 QV0416
 QV0416  NAD 83(1992)-  45 22 23.18545(N)    106 35 42.18933(W) AD(       ) 3
 QV0416  NAD 83(1986)-  45 22 23.16523(N)    106 35 42.17223(W) AD(       ) 3
 QV0416  NGVD 29 (02/04/91) 1265.0    (m)         4150.     (f) VERT ANG       
 QV0416
 QV0416.Superseded values are not recommended for survey control.
 QV0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0416.See file dsdata.txt to determine how the superseded data were derived.
 QV0416
 QV0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL7510425637(NAD 83)
 QV0416_MARKER: DS = TRIANGULATION STATION DISK
 QV0416_SETTING: 66 = SET IN ROCK OUTCROP
 QV0416_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QV0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QV0416+STABILITY: POSITION/ELEVATION WELL
 QV0416
 QV0416  HISTORY     - Date     Condition        Report By
 QV0416  HISTORY     - 1957     MONUMENTED       USGS
 QV0416  HISTORY     - 1966     GOOD             USGS
 QV0416
 QV0416                          STATION DESCRIPTION
 QV0416
 QV0416'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0416'ABOUT 3.5 MI. N. AND 4.0 MI. W. (AIRLINE) FROM BIRNEY, PROBABLY IN
 QV0416'SEC. 30, T 5 S, R 42 E, ON THE RANCH OF JOHN MORELAND.
 QV0416'
 QV0416'STATION LOCATED ON THE HIGH POINT OF A NARROW ROCKY RIDGE THAT
 QV0416'PROJECTS N. FROM A PROMINENT E-W. DIVIDE RIDGE.  SCATTERED TIMBER
 QV0416'ALONG EDGES OF RIDGE BY STATION.
 QV0416'
 QV0416'TO REACH FROM THE BIRNEY POST OFFICE, DRIVE 1.0 MI. N. ON THE ASHLAND
 QV0416'ROAD.  TURN LEFT AT RD. FORK INTO THE 3 CIRCLE RANCH CONTINUING N. AND
 QV0416'W. ALONG MAIN TRAVELED ROUTE 16.7 MI. TO A T-RD. (THIS RD. FOLLOWS THE
 QV0416'COOK CREEK DRAINAGE).  TURN LEFT AT T-RD. FORK CONTINUING 2.3 MI. TO
 QV0416'Y-RD. FORK, TURN LEFT AT Y-FORK DRIVING 1.2 MI. TO GATE, CONTINUE
 QV0416'STRAIGHT FROM GATE 1.0 MI. TO CORRAL, CONTINUE STRAIGHT THRU GATE AT
 QV0416'CORRAL 1.1 MI. TO N-S. FENCE, TURN LEFT AT FENCE LEAVING TRAIL RD. AND
 QV0416'0.3 MI. ALONG FENCE TO L-FENCE CORNER, TURN RIGHT AT FENCE CORNER
 QV0416'FOLLOWING THE OUTSIDE EDGE OF FENCE 0.7 MI. TO SPUR OF RIDGE LEADING
 QV0416'N., TURN LEFT AT SPUR RIDGE FOLLOWING THIS NARROW RIDGE 0.5 MI.
 QV0416'PARKING PICKUP BEFORE ENTERING A SHALLOW ROCKY SADDLE.  STATION
 QV0416'LOCATED APPROXIMATELY 500 FT. ACROSS SADDLE ON HIGH POINT OF TOP
 QV0416'WHICH FORMS THE NOSE OF THIS RIDGE.
 QV0416'
 QV0416'RECOVERED BY USGS IN 1966.
 QV0416'
 QV0416'STATION MARK--STANDARD TABLET STAMPED---BIRNEY 1957---, CEMENTED IN
 QV0416'SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0660 ***********************************************************************
 TL0660  DESIGNATION -  BISON
 TL0660  PID         -  TL0660
 TL0660  STATE/COUNTY-  MT/LIBERTY
 TL0660  USGS QUAD   -  POVERTY COULEE NE (1970)
 TL0660
 TL0660                         *CURRENT SURVEY CONTROL
 TL0660  ___________________________________________________________________
 TL0660* NAD 83(1992)-  48 29 39.22186(N)    110 52 19.68354(W)     ADJUSTED  
 TL0660* NAVD 88     -      1040.4    (meters)    3413.     (feet)  VERTCON   
 TL0660  ___________________________________________________________________
 TL0660  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 TL0660  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 TL0660
 TL0660  HORZ ORDER  -  FIRST
 TL0660
 TL0660.The horizontal coordinates were established by classical geodetic methods
 TL0660.and adjusted by the National Geodetic Survey in July 1992..
 TL0660
 TL0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0660
 TL0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0660
 TL0660.The geoid height was determined by GEOID03.
 TL0660
 TL0660;                    North         East     Units Scale Factor Converg.
 TL0660;SPC MT       -   472,519.331   498,618.496   MT  0.99972900   -1 00 13.4
 TL0660;SPC MT       - 1,550,260.27  1,635,887.45   iFT  0.99972900   -1 00 13.4
 TL0660;UTM  12      - 5,371,241.914   509,446.746   MT  0.99960110   +0 05 44.7
 TL0660
 TL0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0660!SPC MT       -   0.99983935  x   0.99972900  =   0.99956839
 TL0660!UTM  12      -   0.99983935  x   0.99960110  =   0.99944051
 TL0660
 TL0660|---------------------------------------------------------------------|
 TL0660| PID    Reference Object                     Distance      Geod. Az  |
 TL0660|                                                           dddmmss.s |
 TL0660| CQ5103 BISON RM 3                           77.087 METERS 02315     |
 TL0660| CQ5101 BISON RM 1                           91.700 METERS 03759     |
 TL0660| CQ5100 BISON AZ MK                                        0785432.1 |
 TL0660| TL0671 CHESTER AIRPORT BEACON              APPROX. 8.2 KM 2821031.4 |
 TL0660| TL0672 CHESTER MUNICIPAL TANK              APPROX. 7.3 KM 2845053.9 |
 TL0660| CQ5102 BISON RM 2                                         31612     |
 TL0660| CQ5104 BISON RM 4                           85.435 METERS 32900     |
 TL0660|---------------------------------------------------------------------|
 TL0660
 TL0660                          SUPERSEDED SURVEY CONTROL
 TL0660
 TL0660  NAD 83(1986)-  48 29 39.22325(N)    110 52 19.67536(W) AD(       ) 1
 TL0660  NAD 27      -  48 29 39.26280(N)    110 52 16.79877(W) AD(       ) 1
 TL0660  NGVD 29 (07/19/86) 1039.5    (m)         3410.     (f) VERT ANG       
 TL0660
 TL0660.Superseded values are not recommended for survey control.
 TL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0660.See file dsdata.txt to determine how the superseded data were derived.
 TL0660
 TL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU0944771242(NAD 83)
 TL0660_MARKER: DS = TRIANGULATION STATION DISK
 TL0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0660
 TL0660  HISTORY     - Date     Condition        Report By
 TL0660  HISTORY     - 1923     MONUMENTED       CGS
 TL0660  HISTORY     - 1925     GOOD             CGS
 TL0660  HISTORY     - 1963     GOOD             USGS
 TL0660  HISTORY     - 1964     GOOD             CGS
 TL0660
 TL0660                          STATION DESCRIPTION
 TL0660
 TL0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (JS)
 TL0660'STATION IS ON THE HIGHEST POINT OF A LONG RIDGE, RUNNING
 TL0660'APPROXIMATELY IN A N-S DIRECTION.  STATION IS ABOUT 4 MILES
 TL0660'E AND 1-1/2 MILES S OF CHESTER, MONTANA, AND ABOUT 4 MILES S AND
 TL0660'4-1/2 MILES W OF JOPLIN, MONTANA.  THE STATION IS BETWEEN
 TL0660'SECTION-LINE ROAD AND FENCE, AND IS NEAR THE CENTER OF THE N SIDE
 TL0660'OF THE NE QUARTER OF SEC. 31, T 32 N, R 7 E.
 TL0660'
 TL0660'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 TL0660'IN CONCRETE.  REFERENCE MARKS
 TL0660'ARE STANDARD BRONZE DISKS SET IN BOULDERS.
 TL0660'
 TL0660'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.05 METERS.
 TL0660
 TL0660                          STATION RECOVERY (1925)
 TL0660
 TL0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 TL0660'STATION IS REACHED FROM CHESTER BY GOING E ABOUT 4 MILES ON ROAD
 TL0660'LEADING FROM S EDGE OF TOWN.  TURN N 1 MILE AND THEN W ABOUT
 TL0660'1/4 MILE ALONG SECTION LINE TO TOP OF RIDGE.  STATION IS ON
 TL0660'TOP OF RIDGE ABOUT 100 METERS S OF SECTION-LINE FENCE.
 TL0660'
 TL0660'THIS STATION WAS USED AS MARK FOR AZIMUTH FROM CHESTER LA-PLACE.
 TL0660
 TL0660                          STATION RECOVERY (1963)
 TL0660
 TL0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TL0660'STATION FOUND IN GOOD CONDITION.  R.M. 1 AND R.M. 2 NOT FOUND.
 TL0660'
 TL0660'STATION IS ON THE HIGHEST POINT OF A LONG N-S RIDGE, ABOUT 4 MILES
 TL0660'E AND 1.5 MILES S OF CHESTER, AND 4 MILES S AND 4.5 MILES
 TL0660'W OF JOPLIN, NEAR THE CENTER OF THE N SIDE OF THE NE 1/4 SEC. 31,
 TL0660'T32N R7E, ABOUT 250 FEET S OF E-W SECTION LINE AND TELEPHONE
 TL0660'LINE, IN A CULTIVATED FIELD AND IN A CONCRETE POST PROJECTING 0.2
 TL0660'FEET, AND STAMPED BISON 1923.
 TL0660'
 TL0660'TO REACH FROM P.O. AT CHESTER GO E ON U.S. HWY 2, 0.5 MILE
 TL0660'AND TURN S ON SECTION ROAD FOR 0.5 MILE TO ROSS ROAD.  TURN LEFT
 TL0660'(E) 4 MILES TO TRACK CROSS ROAD ON SECTION LINE, TURN RIGHT (S)
 TL0660'FOR ONE MILE TO TRACK ROAD AND E-W TELEPHONE LINE, TURN RIGHT
 TL0660'(W) 0.2 MILE TO RIDGE AND STATION.
 TL0660
 TL0660                          STATION RECOVERY (1964)
 TL0660
 TL0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0660'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE
 TL0660'MARKS 1 AND 2 WERE SEARCHED FOR AND COULD NOT BE FOUND, REFERENCE
 TL0660'MARKS 3, 4 AND AN AZIMUTH MARK WERE ESTABLISHED.  FOLLOWING
 TL0660'IS A NEW COMPLETE DESCRIPTION.
 TL0660'
 TL0660'THE STATION IS ABOUT 22 MILES EAST OF GALATA, 16-1/2 MILES EAST
 TL0660'OF LOTHAIR AND 4 MILES EAST-SOUTHEAST OF CHESTER, ON A
 TL0660'SMALL RISE IN A CULTIVATED FIELD.
 TL0660'
 TL0660'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO
 TL0660'SOUTH ON PAVED ROAD FOR 0.3 MILE TO A GRAVELED SIDE ROAD
 TL0660'LEFT.  TURN LEFT AND GO EAST ON GRAVELED ROAD, PASSING TO THE
 TL0660'LEFT OF A SCHOOLHOUSE FOR 0.65 MILE TO A CROSSROAD.  CONTINUE EAST
 TL0660'ON GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE EAST ON
 TL0660'GRAVELED ROAD FOR 2.95 MILES TO A TRACK CROSSROAD.  TURN RIGHT
 TL0660'AND GO SOUTH ON TRACK ROAD FOR 1.0 MILE TO A CROSSROAD AT A
 TL0660'TELEPHONE LINE.  TURN RIGHT AND GO WEST ON TRACK ROAD FOR 0.1 MILE
 TL0660'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON TRACK ROAD
 TL0660'FOR 0.2 MILE.  TURN LEFT, SOUTH AND GO CROSS COUNTRY FOR 0.05
 TL0660'MILE TO THE TOP OF THE RISE AND THE STATION.
 TL0660'
 TL0660'STATION MARK IS A STANDARD DISK, STAMPED BISON 1923, SET IN THE
 TL0660'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 TL0660'237 FEET SOUTH OF A TELEPHONE LINE POLE WITH A TRIANGLE BLAZE
 TL0660'ON IT AND 5.3 FEET WEST OF A WITNESS POST.
 TL0660'
 TL0660'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BISON NO 3 1923,
 TL0660'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0660'PROJECTS 12 INCHES.  IT IS 86 FEET EAST OF THE TELEPHONE LINE
 TL0660'POLE AND ABOUT 3 FEET LOWER THAN THE STATION.
 TL0660'
 TL0660'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BISON NO 4 1923,
 TL0660'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 TL0660'7 INCHES.  IT IS 162 FEET WEST OF THE TELEPHONE LINE POLE AND
 TL0660'ABOUT 4 FEET LOWER THAN THE STATION.
 TL0660'
 TL0660'AZIMUTH MARK IS A STANDARD DISK, STAMPED BISON 1923 1964, SET
 TL0660'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 TL0660'14 INCHES.  IT IS 4 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 TL0660'FIELD AND 2.9 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0912 ***********************************************************************
 RX0912  DESIGNATION -  BISON MOUNTAIN
 RX0912  PID         -  RX0912
 RX0912  STATE/COUNTY-  MT/POWELL
 RX0912  USGS QUAD   -  BISON MOUNTAIN (1985)
 RX0912
 RX0912                         *CURRENT SURVEY CONTROL
 RX0912  ___________________________________________________________________
 RX0912* NAD 83(1992)-  46 23 42.41968(N)    112 23 46.97716(W)     ADJUSTED  
 RX0912* NAVD 88     -      2449.5    (meters)    8036.     (feet)  VERTCON   
 RX0912  ___________________________________________________________________
 RX0912  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 RX0912  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 RX0912
 RX0912  HORZ ORDER  -  FIRST
 RX0912
 RX0912.The horizontal coordinates were established by classical geodetic methods
 RX0912.and adjusted by the National Geodetic Survey in July 1992..
 RX0912
 RX0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0912
 RX0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0912
 RX0912.The geoid height was determined by GEOID03.
 RX0912
 RX0912;                    North         East     Units Scale Factor Converg.
 RX0912;SPC MT       -   242,491.060   377,412.214   MT  0.99945028   -2 07 07.4
 RX0912;SPC MT       -   795,574.34  1,238,229.05   iFT  0.99945028   -2 07 07.4
 RX0912;UTM  12      - 5,138,896.531   392,647.584   MT  0.99974166   -1 00 40.4
 RX0912
 RX0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0912!SPC MT       -   0.99961811  x   0.99945028  =   0.99906860
 RX0912!UTM  12      -   0.99961811  x   0.99974166  =   0.99935987
 RX0912
 RX0912|---------------------------------------------------------------------|
 RX0912| PID    Reference Object                     Distance      Geod. Az  |
 RX0912|                                                           dddmmss.s |
 RX0912| CN3989 BISON MOUNTAIN RM 1                  21.769 METERS 16503     |
 RX0912| CN3990 BISON MOUNTAIN RM 2                  15.964 METERS 27144     |
 RX0912| RX0950 AIRWAY BCN 47 SSW OF AVON           APPROX.25.0 KM 3124133.6 |
 RX0912|---------------------------------------------------------------------|
 RX0912
 RX0912                          SUPERSEDED SURVEY CONTROL
 RX0912
 RX0912  NAD 83(1986)-  46 23 42.41981(N)    112 23 46.97108(W) AD(       ) 1
 RX0912  NAD 27      -  46 23 42.67600(N)    112 23 43.90100(W) AD(       ) 1
 RX0912  NGVD 29 (07/19/86) 2448.1    (m)         8032.     (f) VERT ANG       
 RX0912
 RX0912.Superseded values are not recommended for survey control.
 RX0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0912.See file dsdata.txt to determine how the superseded data were derived.
 RX0912
 RX0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS9264838897(NAD 83)
 RX0912
 RX0912  HISTORY     - Date     Condition        Report By
 RX0912  HISTORY     - 1934     MONUMENTED       CGS
 RX0912  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RX0912
 RX0912                          STATION DESCRIPTION
 RX0912
 RX0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RX0912'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 RX0912'ROCK.
 RX0912'
 RX0912'TO REACH STATION FROM RAILROAD WATER TANK AT ELLISTON--GO E
 RX0912'ON U.S. HIGHWAY 10 N FOR 0.5 MILE TO SIGN READING HELENA
 RX0912'LIONS SUNSHINE CAMP, TURN RIGHT OFF OF HIGHWAY AND GO 2.9 MILES
 RX0912'TO FORK WHERE THERE IS ANOTHER SIGN LIONS SUNSHINE CAMP, TAKE
 RX0912'RIGHT AND GO 0.7 MILE TO FORK, TAKE LEFT FORK AND GO 0.2 MILE,
 RX0912'TAKE RIGHT FORK GO 2.4 MILES TO FORK WHERE SIGN READS KADING
 RX0912'RANGER STATION AND MONARCH MINE, TAKE LEFT FORK 1.2 MILES, TAKE
 RX0912'RIGHT FORK FOR 0.1 MILE, TAKE LEFT FORK GO 1.8 MILES, TAKE
 RX0912'LEFT FORK FOR 2.6 MILES TO OLD DESERTED MONARCH MINE BUILDINGS,
 RX0912'GO AROUND RIGHT SIDE OF BUILDINGS AND CONTINUE ON FOR 0.4 MILE
 RX0912'TO NEW MINE BUILDINGS, WHICH IS AS FAR AS TRUCK CAN BE
 RX0912'DRIVEN.  FROM HERE FOLLOW BLAZED TRAIL TO OLD MINE SHAFT
 RX0912'BUILDING, FOLLOW OLD ROAD TO OLD CABINS, TURN RIGHT AND
 RX0912'GO UP HILL TO ANOTHER ROAD, FOLLOW THIS ROAD AROUND W SIDE OF
 RX0912'MOUNTAIN FOR ABOUT A MILE, TURN LEFT UPHILL TO TOP OF
 RX0912'MOUNTAIN.
 RX0912
 RX0912                          STATION RECOVERY (1956)
 RX0912
 RX0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0912'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 RX0912'FOUND TO BE IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION TO
 RX0912'REACH THE STATION FOLLOWS--
 RX0912'
 RX0912'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ELLISON, GO EAST
 RX0912'ON U.S. HIGHWAY 10N FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT,
 RX0912'TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 3.05 MILES
 RX0912'TO A FORK, TAKE THE RIGHT ROAD AND GO 3.8 MILES TO A FORK, TAKE
 RX0912'THE LEFT ROAD AND GO 1.0 MILE TO A FORK, TAKE THE RIGHT ROAD AND
 RX0912'GO 0.85 MILE TO A FORK, TAKE THE LEFT ROAD AND GO 5.65 MILES TO
 RX0912'A FORK, TAKE THE LEFT ROAD AND GO 0.3 MILE TO SOME OLD MINING
 RX0912'BUILDINGS ON THE RIGHT, TURN LEFT ON A TRACK ROAD AND GO 0.4
 RX0912'MILE TO A FORK, TAKE THE LEFT ROAD AND GO 0.35 MILE TO OLD
 RX0912'MINING BUILDINGS ON THE RIGHT, BEAR LEFT AND GO 0.05 MILE TO
 RX0912'A CLEARING AND A TRIANGULAR-BLAZED TREE ON THE RIGHT, TURN
 RX0912'RIGHT AND FOLLOW TRACK ROAD ALONG THE WEST SIDE OF THE
 RX0912'MOUNTAIN FOR 1.25 MILES TO A CLEARING, TURN LEFT AND GO
 RX0912'EASTERLY FOR 0.2 MILE TO THE EAST END OF THE TIMBER, TURN LEFT
 RX0912'AND FOLLOW THE NORTH EDGE OF THE TIMBER FOR 0.9 MILE TO THE TOP
 RX0912'OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0578 ***********************************************************************
 QW0578  DESIGNATION -  BITTER
 QW0578  PID         -  QW0578
 QW0578  STATE/COUNTY-  MT/YELLOWSTONE
 QW0578  USGS QUAD   -  ROCK SPRING (1956)
 QW0578
 QW0578                         *CURRENT SURVEY CONTROL
 QW0578  ___________________________________________________________________
 QW0578* NAD 83(1992)-  45 54 41.47786(N)    108 53 13.58131(W)     ADJUSTED  
 QW0578* NAVD 88     -      1277.4    (meters)    4191.     (feet)  VERTCON   
 QW0578  ___________________________________________________________________
 QW0578  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 QW0578  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 QW0578
 QW0578  HORZ ORDER  -  THIRD
 QW0578
 QW0578.The horizontal coordinates were established by classical geodetic methods
 QW0578.and adjusted by the National Geodetic Survey in July 1992..
 QW0578
 QW0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0578
 QW0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0578
 QW0578.The geoid height was determined by GEOID03.
 QW0578
 QW0578;                    North         East     Units Scale Factor Converg.
 QW0578;SPC MT       -   184,833.904   647,531.738   MT  0.99957538   +0 26 54.0
 QW0578;SPC MT       -   606,410.45  2,124,447.96   iFT  0.99957538   +0 26 54.0
 QW0578;UTM  12      - 5,086,387.696   663,865.726   MT  0.99993012   +1 31 04.6
 QW0578
 QW0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0578!SPC MT       -   0.99980178  x   0.99957538  =   0.99937724
 QW0578!UTM  12      -   0.99980178  x   0.99993012  =   0.99973191
 QW0578
 QW0578:                Primary Azimuth Mark                     Grid Az
 QW0578:SPC MT       -  COMMANCHE GR EL                          042 30 16.8
 QW0578:UTM  12      -  COMMANCHE GR EL                          041 26 06.2
 QW0578
 QW0578|---------------------------------------------------------------------|
 QW0578| PID    Reference Object                     Distance      Geod. Az  |
 QW0578|                                                           dddmmss.s |
 QW0578| QW0574 COMMANCHE GR EL                     APPROX.12.9 KM 0425710.8 |
 QW0578| QW0565 ACTON GR EL                         APPROX.16.1 KM 0822145.3 |
 QW0578| QW0579 SWEET                               APPROX. 8.4 KM 3320236.5 |
 QW0578|---------------------------------------------------------------------|
 QW0578
 QW0578                          SUPERSEDED SURVEY CONTROL
 QW0578
 QW0578  NAD 83(1986)-  45 54 41.47045(N)    108 53 13.55764(W) AD(       ) 3
 QW0578  NAD 27      -  45 54 41.65283(N)    108 53 11.01145(W) AD(       ) 3
 QW0578  NGVD 29 (07/19/86) 1276.5    (m)         4188.     (f) VERT ANG       
 QW0578
 QW0578.Superseded values are not recommended for survey control.
 QW0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0578.See file dsdata.txt to determine how the superseded data were derived.
 QW0578
 QW0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR6386686388(NAD 83)
 QW0578_MARKER: DD = SURVEY DISK
 QW0578_SETTING: 0 = UNSPECIFIED SETTING
 QW0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0578
 QW0578  HISTORY     - Date     Condition        Report By
 QW0578  HISTORY     - 1952     MONUMENTED       USGS
 QW0578
 QW0578                          STATION DESCRIPTION
 QW0578
 QW0578'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0578'STATION IS LOCATED ON A SMALL HILL IN SEC. 19, T.2 N., R.23 E., BY
 QW0578'AIRLINE, STATION IS 3.2 MI. N. AND 1.0 MI. E. OF MOLT, MONTANA, AND
 QW0578'0.4 MI. S. AND 7.5 MI. E. OF WHEAT BASIN, MONTANA.
 QW0578'
 QW0578'TO REACH STATION FROM POST OFFICE AT ACTON MONTANA, GO NW. ON BLACKTOP
 QW0578'HIGHWAY 1.35 MI. TO CROSSROAD.  TURN LEFT W. 9.0 MI. TO CROSSROAD AT
 QW0578'DRAIN CROSSING.  TURN LEFT S. 2.15 MI. TO GATE AT TURN OUT ON RIGHT W.
 QW0578'SIDE OF RD.  TURN RIGHT W. THROUGH GATE 0.5 MI. AROUND EDGE OF FIELD
 QW0578'TO TOP OF SOUTHERN MOST OF TWO SMALL HILLS AND TO STATION.
 QW0578'
 QW0578'STATION MARK - STANDARD USGS BRONZE TABLET SET IN CONCRETE POST
 QW0578'PROJECTING 6 IN. FROM GROUND.
 QW0578'
 QW0578'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0578 ***********************************************************************
 RU0578  DESIGNATION -  BLACK
 RU0578  PID         -  RU0578
 RU0578  STATE/COUNTY-  MT/ROSEBUD
 RU0578  USGS QUAD   -  BROWN COULEE (1960)
 RU0578
 RU0578                         *CURRENT SURVEY CONTROL
 RU0578  ___________________________________________________________________
 RU0578* NAD 83(1992)-  46 43 51.99470(N)    107 05 09.16711(W)     ADJUSTED  
 RU0578* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 RU0578  ___________________________________________________________________
 RU0578  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 RU0578  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 RU0578
 RU0578  HORZ ORDER  -  THIRD
 RU0578
 RU0578.The horizontal coordinates were established by classical geodetic methods
 RU0578.and adjusted by the National Geodetic Survey in July 1992..
 RU0578
 RU0578.The orthometric height was scaled from a topographic map.
 RU0578
 RU0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0578
 RU0578.The geoid height was determined by GEOID03.
 RU0578
 RU0578;                    North         East     Units Scale Factor Converg.
 RU0578;SPC MT       -   278,545.162   784,388.377   MT  0.99940464   +1 45 57.4
 RU0578;SPC MT       -   913,862.08  2,573,452.68   iFT  0.99940464   +1 45 57.4
 RU0578;UTM  13      - 5,177,396.812   340,628.049   MT  0.99991220   -1 31 08.9
 RU0578
 RU0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0578!SPC MT       -   0.99985645  x   0.99940464  =   0.99926117
 RU0578!UTM  13      -   0.99985645  x   0.99991220  =   0.99976866
 RU0578
 RU0578:                Primary Azimuth Mark                     Grid Az
 RU0578:SPC MT       -  BLACKTAIL                                049 23 22.6
 RU0578:UTM  13      -  BLACKTAIL                                052 40 28.9
 RU0578
 RU0578|---------------------------------------------------------------------|
 RU0578| PID    Reference Object                     Distance      Geod. Az  |
 RU0578|                                                           dddmmss.s |
 RU0578| RU0576 BLACKTAIL                           APPROX.11.2 KM 0510920.0 |
 RU0578|---------------------------------------------------------------------|
 RU0578
 RU0578                          SUPERSEDED SURVEY CONTROL
 RU0578
 RU0578  NAD 83(1986)-  46 43 51.98907(N)    107 05 09.13663(W) AD(       ) 3
 RU0578  NAD 27      -  46 43 52.01325(N)    107 05 06.89872(W) AD(       ) 3
 RU0578
 RU0578.Superseded values are not recommended for survey control.
 RU0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0578.See file dsdata.txt to determine how the superseded data were derived.
 RU0578
 RU0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM4062877397(NAD 83)
 RU0578_MARKER: DD = SURVEY DISK
 RU0578_SETTING: 0 = UNSPECIFIED SETTING
 RU0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0578
 RU0578  HISTORY     - Date     Condition        Report By
 RU0578  HISTORY     - 1957     MONUMENTED       USGS
 RU0578
 RU0578                          STATION DESCRIPTION
 RU0578
 RU0578'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RU0578'STATION IS LOCATED IN THE CENTRAL PART OF A N-S. RIDGE OF VERY ROUGH
 RU0578'TERRAIN, ABOUT 17 MI. NE. OF INGOMAR IN APPROXIMATE SEC.5, T.11 N.,
 RU0578'R.37 E.
 RU0578'
 RU0578'TO REACH STATION FROM INGOMAR, GO E. ON STATE HIGHWAY 6 0.8 MI. TO
 RU0578'JUNCTION TO LEFT OF GRADED RD.,TAKE GRADED RD. 1.0 MI. TO FORK TO
 RU0578'LEFT, TAKE FORK N. AND E. 7.6 MI. TO JUNCTION WITH RD. FROM RIGHT,
 RU0578'TAKE LEFT FORK 0.5 MI. N. TO FORK, TAKE RIGHT FORK E. 1.9 MI. TO OLD
 RU0578'RANCH, THEN 2.5 MI. MORE TO FORK, TAKE LEFT FORK N. 2.0 MI. TO FORK,
 RU0578'TAKE LEFT FORK N. 1.4 MI. MORE TO FORK, TAKE LEFT FORK AGAIN 2.4 MI.
 RU0578'TO N. TO FORK, TAKE LEFT FORK 0.7 MI. THEN GO RIGHT CROSS COUNTRY 0.75
 RU0578'MI. FOLLOWING CREST OF RIDGE TO TOP, THEN GO RIGHT ALONG CREST 0.7 MI.
 RU0578'TO E. THEN S. 0.15 MI. TO A SMALL TOP AND STATION.
 RU0578'
 RU0578'STATION MARK - USGS STANDARD ALUMINUM TABLET, SET IN CONCRETE MONUMENT
 RU0578'PROJECTING 0.2 FT. ABOVE GROUND, STAMPED ---BLACK 1957---.
 RU0578'
 RU0578'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1563 ***********************************************************************
 SS1563  DESIGNATION -  BLACK
 SS1563  PID         -  SS1563
 SS1563  STATE/COUNTY-  MT/CHOUTEAU
 SS1563  USGS QUAD   -  LANDER CROSSING (1954)
 SS1563
 SS1563                         *CURRENT SURVEY CONTROL
 SS1563  ___________________________________________________________________
 SS1563* NAD 83(1992)-  47 43 40.37383(N)    110 57 28.91951(W)     ADJUSTED  
 SS1563* NAVD 88     -       925.3    (meters)    3036.     (feet)  VERTCON   
 SS1563  ___________________________________________________________________
 SS1563  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 SS1563  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 SS1563
 SS1563  HORZ ORDER  -  SECOND
 SS1563
 SS1563.The horizontal coordinates were established by classical geodetic methods
 SS1563.and adjusted by the National Geodetic Survey in July 1992..
 SS1563
 SS1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1563
 SS1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1563
 SS1563.The geoid height was determined by GEOID03.
 SS1563
 SS1563;                    North         East     Units Scale Factor Converg.
 SS1563;SPC MT       -   387,472.158   490,687.018   MT  0.99947062   -1 03 59.6
 SS1563;SPC MT       - 1,271,234.11  1,609,865.54   iFT  0.99947062   -1 03 59.6
 SS1563;UTM  12      - 5,286,056.970   503,146.962   MT  0.99960012   +0 01 51.8
 SS1563
 SS1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1563!SPC MT       -   0.99985727  x   0.99947062  =   0.99932797
 SS1563!UTM  12      -   0.99985727  x   0.99960012  =   0.99945745
 SS1563
 SS1563:                Primary Azimuth Mark                     Grid Az
 SS1563:SPC MT       -  HIGHWOOD BALDY                           143 12 15.4
 SS1563:UTM  12      -  HIGHWOOD BALDY                           142 06 24.0
 SS1563
 SS1563|---------------------------------------------------------------------|
 SS1563| PID    Reference Object                     Distance      Geod. Az  |
 SS1563|                                                           dddmmss.s |
 SS1563| SS1527 HIGHWOOD BALDY                      APPROX.40.2 KM 1420815.8 |
 SS1563| CQ5110 BLACK RM 1                           10.960 METERS 23312     |
 SS1563| CQ5111 BLACK RM 2                           12.073 METERS 32308     |
 SS1563| CQ5109 BLACK AZ MK                                        3331044.9 |
 SS1563|---------------------------------------------------------------------|
 SS1563
 SS1563                          SUPERSEDED SURVEY CONTROL
 SS1563
 SS1563  NAD 83(1986)-  47 43 40.37028(N)    110 57 28.89816(W) AD(       ) 2
 SS1563  NAD 27      -  47 43 40.49400(N)    110 57 26.09200(W) AD(       ) 2
 SS1563  NGVD 29 (07/19/86)  924.4    (m)         3033.     (f) VERT ANG       
 SS1563
 SS1563.Superseded values are not recommended for survey control.
 SS1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1563.See file dsdata.txt to determine how the superseded data were derived.
 SS1563
 SS1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0314786057(NAD 83)
 SS1563_MARKER: DS = TRIANGULATION STATION DISK
 SS1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1563
 SS1563  HISTORY     - Date     Condition        Report By
 SS1563  HISTORY     - 1949     MONUMENTED       CGS
 SS1563
 SS1563                          STATION DESCRIPTION
 SS1563
 SS1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1563'STATION IS ABOUT 4 MILES EAST OF FLOWEREE AND 4 MILES SOUTH OF
 SS1563'CARTER, ABOUT 0.3 MILE NORTH OF THE MISSOURI RIVER, 10 FEET
 SS1563'SOUTH OF A WITNESS POST AND ON LAND OWNED BY MR. NICK FATZ.
 SS1563'
 SS1563'TO REACH FROM THE POST OFFICE IN FLOWEREE, GO EAST ALONG THE
 SS1563'NORTH SIDE OF THE RAILROAD FOR 1.3 MILES TO A SIDE ROAD ON THE
 SS1563'RIGHT, TURN RIGHT, EAST, ACROSS TRACKS FOR 1.3 MILES TO FORKS,
 SS1563'TURN RIGHT AND GO SOUTH FOR 1.6 MILES TO AN OLD ABANDONED
 SS1563'HOUSE ON THE LEFT, CONTINUE SOUTH 0.15 MILE TO AN OLD SHED
 SS1563'ON THE RIGHT, TURN LEFT, EAST, ACROSS COUNTRY FOR 1.0 MILE TO
 SS1563'A FENCE AND THE AZIMUTH MARK, TURN RIGHT ALONG THE WEST SIDE
 SS1563'OF THE FENCE FOR 0.2 MILE TO THE FENCE CORNER, CONTINUE SOUTH
 SS1563'ACROSS COUNTRY FOR 0.35 MILE TO THE EDGE OF THE BLUFFS AND
 SS1563'THE STATION.
 SS1563'
 SS1563'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF A WITNESS POST.
 SS1563'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BLACK NO
 SS1563'1 1949.
 SS1563'
 SS1563'REFERENCE MARK NO. 2 IS 33 FEET WEST OF A WITNESS POST.  THE
 SS1563'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BLACK NO 2
 SS1563'1949.
 SS1563'
 SS1563'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NORTHWEST OF THE STATION,
 SS1563'3 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
 SS1563'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACK
 SS1563'1949.
 SS1563'
 SS1563'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1563'CONCRETE POSTS.
 SS1563'
 SS1563'A 4-FOOT STAND AT BLACK WILL SEE 4-FOOT STANDS AT FLOWEREE
 SS1563'(USGS) AND FERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0652 ***********************************************************************
 TL0652  DESIGNATION -  BLACK
 TL0652  PID         -  TL0652
 TL0652  STATE/COUNTY-  MT/CHOUTEAU
 TL0652  USGS QUAD   -  DISCOVERY BUTTE (1969)
 TL0652
 TL0652                         *CURRENT SURVEY CONTROL
 TL0652  ___________________________________________________________________
 TL0652* NAD 83(1992)-  48 14 11.57548(N)    110 32 40.40602(W)     ADJUSTED  
 TL0652* NAVD 88     -       925.     (meters)    3035.     (feet)  SCALED    
 TL0652  ___________________________________________________________________
 TL0652  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 TL0652  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 TL0652
 TL0652  HORZ ORDER  -  THIRD
 TL0652
 TL0652.The horizontal coordinates were established by classical geodetic methods
 TL0652.and adjusted by the National Geodetic Survey in July 1992..
 TL0652
 TL0652.The orthometric height was scaled from a topographic map.
 TL0652
 TL0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0652
 TL0652.The geoid height was determined by GEOID03.
 TL0652
 TL0652;                    North         East     Units Scale Factor Converg.
 TL0652;SPC MT       -   443,504.533   522,438.209   MT  0.99962177   -0 45 50.8
 TL0652;SPC MT       - 1,455,067.37  1,714,036.12   iFT  0.99962177   -0 45 50.8
 TL0652;UTM  12      - 5,342,692.437   533,818.342   MT  0.99961405   +0 20 23.0
 TL0652
 TL0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0652!SPC MT       -   0.99985749  x   0.99962177  =   0.99947931
 TL0652!UTM  12      -   0.99985749  x   0.99961405  =   0.99947160
 TL0652
 TL0652:                Primary Azimuth Mark                     Grid Az
 TL0652:SPC MT       -  DISCOVERY                                202 25 33.6
 TL0652:UTM  12      -  DISCOVERY                                201 19 19.8
 TL0652
 TL0652|---------------------------------------------------------------------|
 TL0652| PID    Reference Object                     Distance      Geod. Az  |
 TL0652|                                                           dddmmss.s |
 TL0652| TL0653 DISCOVERY                           APPROX.12.6 KM 2013942.8 |
 TL0652|---------------------------------------------------------------------|
 TL0652
 TL0652                          SUPERSEDED SURVEY CONTROL
 TL0652
 TL0652  NAD 83(1986)-  48 14 11.57009(N)    110 32 40.38998(W) AD(       ) 3
 TL0652  NAD 27      -  48 14 11.68534(N)    110 32 37.55416(W) AD(       ) 3
 TL0652
 TL0652.Superseded values are not recommended for survey control.
 TL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0652.See file dsdata.txt to determine how the superseded data were derived.
 TL0652
 TL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU3381842692(NAD 83)
 TL0652_MARKER: Z = SEE DESCRIPTION
 TL0652_SETTING: 0 = UNSPECIFIED SETTING
 TL0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0652
 TL0652  HISTORY     - Date     Condition        Report By
 TL0652  HISTORY     - 1904     MONUMENTED       USGS
 TL0652
 TL0652                          STATION DESCRIPTION
 TL0652
 TL0652'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 TL0652'ON BLACK BUTTE 1.5 MI. S. OF BIG SANDY - MARIAS RD. AND 1 MI. E. OF
 TL0652'BLACK COULEE.
 TL0652'
 TL0652'STATION MARK - IRON BENCH MARK POST SET 36 IN. IN GROUND.
 TL0652'
 TL0652'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1502 ***********************************************************************
 SS1502  DESIGNATION -  BLACK BLUFF
 SS1502  PID         -  SS1502
 SS1502  STATE/COUNTY-  MT/CHOUTEAU
 SS1502  USGS QUAD   -  LOMA EAST (1953)
 SS1502
 SS1502                         *CURRENT SURVEY CONTROL
 SS1502  ___________________________________________________________________
 SS1502* NAD 83(1992)-  47 54 17.36519(N)    110 26 53.06492(W)     ADJUSTED  
 SS1502* NAVD 88     -       868.4    (meters)    2849.     (feet)  VERTCON   
 SS1502  ___________________________________________________________________
 SS1502  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 SS1502  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 SS1502
 SS1502  HORZ ORDER  -  FIRST
 SS1502
 SS1502.The horizontal coordinates were established by classical geodetic methods
 SS1502.and adjusted by the National Geodetic Survey in July 1992..
 SS1502
 SS1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1502
 SS1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1502
 SS1502.The geoid height was determined by GEOID03.
 SS1502
 SS1502;                    North         East     Units Scale Factor Converg.
 SS1502;SPC MT       -   406,547.071   529,155.807   MT  0.99951412   -0 41 36.7
 SS1502;SPC MT       - 1,333,815.85  1,736,075.48   iFT  0.99951412   -0 41 36.7
 SS1502;UTM  12      - 5,305,869.275   541,246.835   MT  0.99962090   +0 24 34.4
 SS1502
 SS1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1502!SPC MT       -   0.99986628  x   0.99951412  =   0.99938046
 SS1502!UTM  12      -   0.99986628  x   0.99962090  =   0.99948723
 SS1502
 SS1502|---------------------------------------------------------------------|
 SS1502| PID    Reference Object                     Distance      Geod. Az  |
 SS1502|                                                           dddmmss.s |
 SS1502| CQ5116 BLACK BLUFF RM 1                     12.524 METERS 07626     |
 SS1502| CQ5117 BLACK BLUFF RM 2                      6.989 METERS 25729     |
 SS1502| CQ5115 BLACK BLUFF AZ MK                                  3564505.2 |
 SS1502|---------------------------------------------------------------------|
 SS1502
 SS1502                          SUPERSEDED SURVEY CONTROL
 SS1502
 SS1502  NAD 83(1986)-  47 54 17.36132(N)    110 26 53.04471(W) AD(       ) 1
 SS1502  NAD 27      -  47 54 17.46200(N)    110 26 50.28700(W) AD(       ) 1
 SS1502  NGVD 29 (07/19/86)  867.6    (m)         2846.     (f) VERT ANG       
 SS1502
 SS1502.Superseded values are not recommended for survey control.
 SS1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1502.See file dsdata.txt to determine how the superseded data were derived.
 SS1502
 SS1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU4124705869(NAD 83)
 SS1502_MARKER: DS = TRIANGULATION STATION DISK
 SS1502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1502_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1502
 SS1502  HISTORY     - Date     Condition        Report By
 SS1502  HISTORY     - 1889     MONUMENTED       MORC
 SS1502  HISTORY     - 1949     GOOD             CGS
 SS1502  HISTORY     - 1949     GOOD             CGS
 SS1502
 SS1502                          STATION DESCRIPTION
 SS1502
 SS1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1502'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF LOMA, NEAR
 SS1502'THE EDGE OF A BLUFF OVERLOOKING THE MISSOURI RIVER TO THE
 SS1502'WEST, AND 9 FEET WEST OF A WITNESS POST.
 SS1502'
 SS1502'TO REACH THE STATION FROM THE EAST BANK OF THE MISSOURI RIVER
 SS1502'AT THE LOMA FREE FERRY, GO EASTERLY ON A GRADED DIRT ROAD FOR
 SS1502'3.85 MILES TO A LARGE ALUMINUM GRAIN ELEVATOR ON THE RIGHT.
 SS1502'THEN RIGHT (SOUTHERLY) ON A TRACK ROAD FOR 0.5 MILE TO A WIRE
 SS1502'GATE.  PASS THROUGH THE GATE, TURN RIGHT (WESTERLY FOR 1.4
 SS1502'MILES TO THE AZIMUTH MARK AS DESCRIBED.  TURN LEFT, SOUTH,
 SS1502'FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 SS1502'
 SS1502'THE STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION CAST
 SS1502'IRON DISK, UNSTAMPED, BOLTED TO THE TOP OF A 4-INCH IRON PIPE
 SS1502'THAT PROJECTS 4 INCHES.
 SS1502'
 SS1502'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE WITNESS POST.  IT
 SS1502'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BLACK BLUFF MO.RC NO 1
 SS1502'1949.
 SS1502'
 SS1502'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE WITNESS POST.  IT
 SS1502'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BLACK BLUFF MO.RC NO
 SS1502'2 1949.
 SS1502'
 SS1502'THE AZIMUTH MARK IS 0.2 MILE FROM THE STATION, 83 FEET
 SS1502'SOUTHEAST OF A WIRE FENCE, AND 4 FEET SOUTHEAST OF A WITNESS
 SS1502'POST.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED BLACK BLUFF
 SS1502'MO.RC 1949.
 SS1502'
 SS1502'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS SET
 SS1502'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SS1502'
 SS1502'A FOUR FOOT WOODEN STAND AT BLACK BLUFF (MO.RC) WILL SEE FOUR
 SS1502'FOOT WOODEN STANDS AT BRULE (MO.RC), CROCON (MO.RC), MARIAS
 SS1502'(MO.RC), RIDGE (MO.RC), ISLANDS, AND ROWE.  A 20 FOOT WOODEN
 SS1502'STAND SKIT.
 SS1502
 SS1502                          STATION RECOVERY (1949)
 SS1502
 SS1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 SS1502'RECOVERED BY CGS IN 1949.
 SS1502'
 SS1502'STATION MARK--STANDARD MORC CAST IRON DISK, UNSTAMPED, BOLTED TO THE
 SS1502'TOP OF A 4 IN. IRON PIPE, PROJECTING 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0880 ***********************************************************************
 TN0880  DESIGNATION -  BLACK BUTTE
 TN0880  PID         -  TN0880
 TN0880  STATE/COUNTY-  MT/LINCOLN
 TN0880  USGS QUAD   -  EUREKA SOUTH (1983)
 TN0880
 TN0880                         *CURRENT SURVEY CONTROL
 TN0880  ___________________________________________________________________
 TN0880* NAD 83(1992)-  48 51 52.35500(N)    115 07 30.40276(W)     ADJUSTED  
 TN0880* NAVD 88     -      1241.0    (meters)    4072.     (feet)  VERT ANG  
 TN0880  ___________________________________________________________________
 TN0880  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 TN0880  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 TN0880
 TN0880  HORZ ORDER  -  FIRST
 TN0880
 TN0880.The horizontal coordinates were established by classical geodetic methods
 TN0880.and adjusted by the National Geodetic Survey in July 1992..
 TN0880
 TN0880.The orthometric height was determined by vertical angle observations.
 TN0880
 TN0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0880
 TN0880.The geoid height was determined by GEOID03.
 TN0880
 TN0880;                    North         East     Units Scale Factor Converg.
 TN0880;SPC MT       -   527,616.549   187,673.329   MT  0.99991952   -4 06 53.3
 TN0880;SPC MT       - 1,731,025.42    615,726.15   iFT  0.99991952   -4 06 53.3
 TN0880;UTM  11      - 5,414,092.544   637,502.270   MT  0.99983228   +1 24 44.3
 TN0880
 TN0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0880!SPC MT       -   0.99980803  x   0.99991952  =   0.99972757
 TN0880!UTM  11      -   0.99980803  x   0.99983228  =   0.99964034
 TN0880
 TN0880:                Primary Azimuth Mark                     Grid Az
 TN0880:SPC MT       -  GIBRALTER                                088 14 00.3
 TN0880:UTM  11      -  GIBRALTER                                082 42 22.7
 TN0880
 TN0880|---------------------------------------------------------------------|
 TN0880| PID    Reference Object                     Distance      Geod. Az  |
 TN0880|                                                           dddmmss.s |
 TN0880| TN0867 GIBRALTER                           APPROX.20.2 KM 0840707.0 |
 TN0880| AI2244 BLACK BUTTE RM 1                     18.123 METERS 18328     |
 TN0880| AI2245 BLACK BUTTE RM 2                      9.872 METERS 26306     |
 TN0880| TN0879 BLACK BUTTE LOOKOUT TOWER            10.576 METERS 26503     |
 TN0880| TN0878 BLACK BUTTE RADAR TOWER              44.272 METERS 28306     |
 TN0880|---------------------------------------------------------------------|
 TN0880
 TN0880                          SUPERSEDED SURVEY CONTROL
 TN0880
 TN0880  NAD 83(1986)-  48 51 52.36462(N)    115 07 30.40298(W) AD(       ) 1
 TN0880  NAD 27      -  48 51 52.49329(N)    115 07 26.79778(W) AD(       ) 1
 TN0880  NGVD 29 (07/19/86) 1239.8    (m)         4068.     (f) VERT ANG       
 TN0880
 TN0880.Superseded values are not recommended for survey control.
 TN0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0880.See file dsdata.txt to determine how the superseded data were derived.
 TN0880
 TN0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3750214093(NAD 83)
 TN0880_MARKER: DS = TRIANGULATION STATION DISK
 TN0880_SETTING: 66 = SET IN ROCK OUTCROP
 TN0880_STAMPING: BLACK BUTTE 1960
 TN0880_MARK LOGO: CGS   
 TN0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0880+STABILITY: POSITION/ELEVATION WELL
 TN0880
 TN0880  HISTORY     - Date     Condition        Report By
 TN0880  HISTORY     - 1960     MONUMENTED       CGS
 TN0880  HISTORY     - 1963     GOOD             USGS
 TN0880  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TN0880  HISTORY     - 19870101 GOOD             NGS
 TN0880
 TN0880                          STATION DESCRIPTION
 TN0880
 TN0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0880'THE STATION IS ABOUT 3-1/2 MILES WEST AND 1-1/4 MILES SOUTH
 TN0880'OF EUREKA, ON THE SUMMIT OF BLACK BUTTE WHICH IS OCCUPIED
 TN0880'BY THE BLACK BUTTE LOOKOUT TOWER AND THE BLACK BUTTE RADAR
 TN0880'TOWER AND NEAR THE SOUTHWEST CORNER OF SECTION 20, T 36 N, R 27 W.
 TN0880'
 TN0880'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EUREKA, GO
 TN0880'WESTERLY, UP GRADE FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN
 TN0880'RIGHT AND GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 TN0880'4.9 MILES TO A T-INTERSECTION, TURN RIGHT AND GO 1.0 MILE TO
 TN0880'A SIDE ROAD RIGHT AT A SIGN 2.5 BLACK BUTTE L.O.  TURN RIGHT
 TN0880'AND FOLLOW THE MAIN ROAD FOR 2.55 MILES TO THE SUMMIT OF THE
 TN0880'BUTTE AND THE STATION.
 TN0880'
 TN0880'STATION MARK IS A STANDARD DISK, STAMPED BLACK BUTTE 1960,
 TN0880'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP FLUSH
 TN0880'WITH THE GROUND.  IT IS 35 FEET EAST OF THE THE HIGHEST POINT
 TN0880'OF THE BUTTE, 32 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 TN0880'POWER PLANT BUILDING AND 29 FEET WEST AND 10 FEET HIGHER THAN
 TN0880'THE CENTER OF THE ROAD.
 TN0880'
 TN0880'REFERENCE MARK 1 IS A STANDARD DISK, CEMENTED IN A DRILL
 TN0880'HOLE IN A 1 BY 2 FOOT ROCK OUTCROP PROJECTING 4 INCHES.  THE
 TN0880'DISK IS STAMPED BLACK BUTTE NO 1 1960.  IT IS 17 FEET EAST
 TN0880'OF THE SOUTHEAST CORNER OF THE POWER PLANT BUILDING AND 47
 TN0880'FEET WEST AND 15 FEET HIGHER THAN THE CENTER OF THE ROAD AND THE
 TN0880'SAME ELEVATION AS THE STATION.
 TN0880'
 TN0880'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK BUTTE NO 2
 TN0880'1960, CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP
 TN0880'PROJECTING 2 INCHES IT IS 2.5 FEET EAST OF THE CENTER OF THE
 TN0880'BASE OF THE LOOKOUT TOWER AND ABOUT 1 FOOT HIGHER THAN THE
 TN0880'STATION.
 TN0880'
 TN0880'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 TN0880
 TN0880                          STATION RECOVERY (1963)
 TN0880
 TN0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JTD)
 TN0880'STATION MARK- STANDARD USC AND GS DISK STAMPED -BLACK BUTTE 1960-
 TN0880'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 TN0880
 TN0880                          STATION RECOVERY (1970)
 TN0880
 TN0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TN0880'THE STATION WAS VISITED, THE STATION MARK AND BOTH REFERENCE
 TN0880'MARKS WERE FOUND IN GOOD CONDITION AND AS DESCRIBED.  THERE IS
 TN0880'NO AZIMUTH MARK.
 TN0880'
 TN0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 TN0880'WEST-SOUTHWEST OF EUREKA
 TN0880
 TN0880                          STATION RECOVERY (1987)
 TN0880
 TN0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CWW)
 TN0880'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW- THE
 TN0880'STATION AND REFEREENCE MARKS ARE IN GOOD CONDITION.  THE REFERENCE
 TN0880'MARKS ARE IN PLACE AND HAVE NOT BEEN DISTURBED.  NO MEASUREMENTS OR
 TN0880'OBSERVATIONS WERE MADE TO THEM.
 TN0880'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) WEST NORTHWEST OF THE
 TN0880'TOWN OF EUREKA.  IT IS ON A HILL THAT IS OCCUPIED BY THE BLACK BUTTE
 TN0880'LOOKOUT TOWER.  THE PROPERTY IS ADMINISTERED BY THE FOREST SERVICE.
 TN0880'TO REACH THE STATION FROM REXFORD, GO SOUTHERLY ON STATE HIGHWAY 37
 TN0880'FOR 3.84 KM (2.40 MI) TO FOREST ROAD 856 -PINKHAM ROAD- ON THE LEFT.
 TN0880'TURN LEFT AND GO EASTERLY ON FOREST ROAD 856 FOR 5.12 KM (3.20 MI) TO
 TN0880'FOREST ROAD 7185, WHICH LEADS TO THE BLACK BUTTE LOOKOUT TOWER.  TURN
 TN0880'LEFT AND GO NORTHEAST ON FOREST ROAD 7185 FOR 2.88 KM (1.80 MI) TO A
 TN0880'LOCKED GATE.  -A KEY MUST BE OBTAINED FROM THE FOREST SERVICE IN
 TN0880'EUREKA OR LIBBY-.  CONTINUE UPHILL FOR 1.6 KM (1.00 MI) TO THE TOP OF
 TN0880'THE HILL AND THE STATION AS DESCRIBED.
 TN0880'STATION MARK, STAMPED BLACK BUTTE 1960, IS A STANDARD DISK SET IN A
 TN0880'DRILL HOLE IN A ROCK OUTCROP.  IT IS 9.75 M (31.99 FT) NORTHEAST OF A
 TN0880'METAL BUILDING, 6.10 M (20.01 FT) SOUTH OF THE ROAD AND 3.05 M (10.01
 TN0880'FT) EAST OF THE LOOKOUT TOWER. STATIONS PILL, AIRP, EUREKA AND SLICK
 TN0880'CAN BE USED AS AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0608 ***********************************************************************
 QW0608  DESIGNATION -  BLACK BUTTE
 QW0608  PID         -  QW0608
 QW0608  STATE/COUNTY-  MT/CARBON
 QW0608  USGS QUAD   -  MACKAY RANCH (1996)
 QW0608
 QW0608                         *CURRENT SURVEY CONTROL
 QW0608  ___________________________________________________________________
 QW0608* NAD 83(1992)-  45 16 01.15722(N)    109 35 24.67847(W)     ADJUSTED  
 QW0608* NAVD 88     -      2530.2    (meters)    8301.     (feet)  VERTCON   
 QW0608  ___________________________________________________________________
 QW0608  LAPLACE CORR-         -18.74  (seconds)                    DEFLEC99
 QW0608  GEOID HEIGHT-          -9.20  (meters)                     GEOID03
 QW0608
 QW0608  HORZ ORDER  -  THIRD
 QW0608
 QW0608.The horizontal coordinates were established by classical geodetic methods
 QW0608.and adjusted by the National Geodetic Survey in July 1992..
 QW0608
 QW0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0608
 QW0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0608
 QW0608.The geoid height was determined by GEOID03.
 QW0608
 QW0608;                    North         East     Units Scale Factor Converg.
 QW0608;SPC MT       -   113,037.742   592,923.089   MT  0.99985023   -0 03 57.5
 QW0608;SPC MT       -   370,858.73  1,945,285.73   iFT  0.99985023   -0 03 57.5
 QW0608;UTM  12      - 5,013,576.803   610,597.379   MT  0.99975040   +1 00 05.8
 QW0608
 QW0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0608!SPC MT       -   0.99960491  x   0.99985023  =   0.99945520
 QW0608!UTM  12      -   0.99960491  x   0.99975040  =   0.99935541
 QW0608
 QW0608:                Primary Azimuth Mark                     Grid Az
 QW0608:SPC MT       -  SHEEP MTN                                096 26 46.6
 QW0608:UTM  12      -  SHEEP MTN                                095 22 43.3
 QW0608
 QW0608|---------------------------------------------------------------------|
 QW0608| PID    Reference Object                     Distance      Geod. Az  |
 QW0608|                                                           dddmmss.s |
 QW0608| QW0606 SHEEP MTN                           APPROX.12.2 KM 0962249.1 |
 QW0608|---------------------------------------------------------------------|
 QW0608
 QW0608                          SUPERSEDED SURVEY CONTROL
 QW0608
 QW0608  NAD 83(1986)-  45 16 01.15787(N)    109 35 24.65734(W) AD(       ) 3
 QW0608  NAD 27      -  45 16 01.36005(N)    109 35 22.06065(W) AD(       ) 3
 QW0608  NGVD 29 (07/19/86) 2529.0    (m)         8297.     (f) VERT ANG       
 QW0608
 QW0608.Superseded values are not recommended for survey control.
 QW0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0608.See file dsdata.txt to determine how the superseded data were derived.
 QW0608
 QW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR1059713577(NAD 83)
 QW0608_MARKER: DD = SURVEY DISK
 QW0608_SETTING: 80 = SET IN A BOULDER
 QW0608_SP_SET: PARTIALLY EXPOSED BOULDER
 QW0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0608+STABILITY: SURFACE MOTION
 QW0608
 QW0608  HISTORY     - Date     Condition        Report By
 QW0608  HISTORY     - 1952     MONUMENTED       USGS
 QW0608
 QW0608                          STATION DESCRIPTION
 QW0608
 QW0608'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0608'STATION IS LOCATED IN SEC.35 T.6 S., R.17 E., ABOUT 8 MI. SW. OF
 QW0608'LUTHER AND 1.5 MI. W. OF THE TEE-O-BAR DUDE RANCH.
 QW0608'
 QW0608'TO REACH FROM POST OFFICE AT LUTHER, MONTANA, GO W. ON COUNTY RD. 2.2
 QW0608'MI. TO T-RD. N. CONTINUE W. 4.5 MI. TO TEE-O-BAR RANCH RD. S.
 QW0608'CROSS E. ROSEBUD RIVER AND CONTINUE ALONG COUNTY RD. 1.5 MI.
 QW0608'TO LAZY E - L RANCH RD.  TURN LEFT
 QW0608'ALONG THIS RANCH RD. TO RANCH BUILDINGS. AND ASK FOREMAN DIRECTIONS
 QW0608'ACROSS RANGELAND AND THROUGH FENCES TO TIMBER SKID TRAILS BACK OF
 QW0608'BLACK BUTTE.  AT POINT WHERE TRUCKS MUST BE LEFT, PACK E. TO TOP OF
 QW0608'RIDGE, THEN FOLLOW RIDGE N. TO HIGH POINT AND STATION.  TWO HOUR PACK
 QW0608'ON FOOT, HORSES CANNOT BE TAKEN TO STATION.
 QW0608'
 QW0608'STATION MARK - STANDARD TABLET STAMPED ---BLACK BUTTE 1952---,
 QW0608'CEMENTED IN BURIED BOULDER.
 QW0608'
 QW0608'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0528 ***********************************************************************
 RW0528  DESIGNATION -  BLACK BUTTE
 RW0528  PID         -  RW0528
 RW0528  STATE/COUNTY-  MT/MEAGHER
 RW0528  USGS QUAD   -  STRAWBERRY BUTTE (1995)
 RW0528
 RW0528                         *CURRENT SURVEY CONTROL
 RW0528  ___________________________________________________________________
 RW0528* NAD 83(1992)-  46 46 41.46060(N)    110 56 27.08121(W)     ADJUSTED  
 RW0528* NAVD 88     -      2072.5    (meters)    6800.     (feet)  VERTCON   
 RW0528  ___________________________________________________________________
 RW0528  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 RW0528  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 RW0528
 RW0528  HORZ ORDER  -  THIRD
 RW0528
 RW0528.The horizontal coordinates were established by classical geodetic methods
 RW0528.and adjusted by the National Geodetic Survey in July 1992..
 RW0528
 RW0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0528
 RW0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0528
 RW0528.The geoid height was determined by GEOID03.
 RW0528
 RW0528;                    North         East     Units Scale Factor Converg.
 RW0528;SPC MT       -   281,944.747   490,033.680   MT  0.99940097   -1 03 14.4
 RW0528;SPC MT       -   925,015.57  1,607,722.05   iFT  0.99940097   -1 03 14.4
 RW0528;UTM  12      - 5,180,516.625   504,515.040   MT  0.99960025   +0 02 35.2
 RW0528
 RW0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0528!SPC MT       -   0.99967700  x   0.99940097  =   0.99907816
 RW0528!UTM  12      -   0.99967700  x   0.99960025  =   0.99927738
 RW0528
 RW0528:                Primary Azimuth Mark                     Grid Az
 RW0528:SPC MT       -  MARGI                                    269 00 48.6
 RW0528:UTM  12      -  MARGI                                    267 54 59.0
 RW0528
 RW0528|---------------------------------------------------------------------|
 RW0528| PID    Reference Object                     Distance      Geod. Az  |
 RW0528|                                                           dddmmss.s |
 RW0528| RW0478 MARGI                               APPROX. 7.6 KM 2675734.2 |
 RW0528|---------------------------------------------------------------------|
 RW0528
 RW0528                          SUPERSEDED SURVEY CONTROL
 RW0528
 RW0528  NAD 83(1986)-  46 46 41.45755(N)    110 56 27.06682(W) AD(       ) 3
 RW0528  NAD 27      -  46 46 41.60642(N)    110 56 24.28294(W) AD(       ) 3
 RW0528  NGVD 29 (07/19/86) 2071.4    (m)         6796.     (f) VERT ANG       
 RW0528
 RW0528.Superseded values are not recommended for survey control.
 RW0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0528.See file dsdata.txt to determine how the superseded data were derived.
 RW0528
 RW0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS0451580517(NAD 83)
 RW0528
 RW0528  HISTORY     - Date     Condition        Report By
 RW0528  HISTORY     - 1952     MONUMENTED       USFS
 RW0528  HISTORY     - 1971     GOOD             USGS
 RW0528
 RW0528                          STATION DESCRIPTION
 RW0528
 RW0528'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 RW0528'THE STATION IS LOCATED IN NW. 1/4 SEC. 26, T 12 N, R 6 E, AT HIGHEST
 RW0528'POINT OF BLACK BUTTE (SOMETIMES CALLED --COXCOMB BUTTE--).
 RW0528'
 RW0528'ROUTE TO STATION--FROM NEWLAND CREEK G.S., PROCEED N. ON U.S. 89 FOR
 RW0528'2.5 MI. TO CATTLEGUARD WITH SIGN --SCHMID RANCH, BUTTE CREEK ROAD--.
 RW0528'MARK SHARP BACK LEFT ON DIRT RD.  PROCEED ON RD. LEFT OF FIRE POSTER
 RW0528'FOR 0.1 MI. FROM HIGHWAY.  TRAVEL FOR 2.4 MI. AND SIGN --BUTTE CREEK
 RW0528'ROAD--.  TURN LEFT, PROCEED FOR 1.2 MI. TO GATE ACROSS RD. AND GATE
 RW0528'JUST BEYOND TO RIGHT IN SIDE RD. FENCE.  LEAVE RD. THROUGH SECOND
 RW0528'GATE.  GO TO EDGE OF TIMBER APPROXIMATELY 1 MI.  IT IS APPROXIMATELY
 RW0528'A 20 MINUTE CLIMB TO TOP OF BUTTE AND STATION FROM EDGE OF TIMBER.
 RW0528'STATION IS APPROXIMATELY 8 FT. NW. OF A POST SCRIBE MARKED --NO. 41
 RW0528'BLACK BUTTE NO TOWER--.
 RW0528'
 RW0528'RECOVERED.
 RW0528'
 RW0528'STATION MARK--STANDARD USDA FOREST SERVICE BRASS TABLET, CEMENTED IN
 RW0528'DRILL HOLE IN ROCK, STAMPED ---BLACK-BUTTE 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1199 ***********************************************************************
 PY1199  DESIGNATION -  BLACK BUTTE CAIRN
 PY1199  PID         -  PY1199
 PY1199  STATE/COUNTY-  MT/MADISON
 PY1199  USGS QUAD   -  BIGHORN MOUNTAIN (1988)
 PY1199
 PY1199                         *CURRENT SURVEY CONTROL
 PY1199  ___________________________________________________________________
 PY1199* NAD 83(1992)-  44 54 15.36739(N)    111 51 18.11330(W)     ADJUSTED  
 PY1199* NAVD 88     -      3217.0    (meters)   10554.     (feet)  VERTCON   
 PY1199  ___________________________________________________________________
 PY1199  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 PY1199  GEOID HEIGHT-          -8.90  (meters)                     GEOID03
 PY1199
 PY1199  HORZ ORDER  -  SECOND
 PY1199
 PY1199.The horizontal coordinates were established by classical geodetic methods
 PY1199.and adjusted by the National Geodetic Survey in July 1992..
 PY1199
 PY1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1199
 PY1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1199
 PY1199.The geoid height was determined by GEOID03.
 PY1199
 PY1199;                    North         East     Units Scale Factor Converg.
 PY1199;SPC MT       -    75,521.499   414,021.363   MT  1.00005880   -1 43 21.8
 PY1199;SPC MT       -   247,773.95  1,358,337.81   iFT  1.00005880   -1 43 21.8
 PY1199;UTM  12      - 4,972,671.522   432,498.305   MT  0.99965603   -0 36 13.0
 PY1199
 PY1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1199!SPC MT       -   0.99949726  x   1.00005880  =   0.99955603
 PY1199!UTM  12      -   0.99949726  x   0.99965603  =   0.99915346
 PY1199
 PY1199                          SUPERSEDED SURVEY CONTROL
 PY1199
 PY1199  NAD 83(1986)-  44 54 15.37474(N)    111 51 18.08765(W) AD(       ) 2
 PY1199  NAD 27      -  44 54 15.65000(N)    111 51 15.16000(W) AD(       ) 2
 PY1199  NGVD 29 (07/19/86) 3215.5    (m)        10550.     (f) VERT ANG       
 PY1199
 PY1199.Superseded values are not recommended for survey control.
 PY1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1199.See file dsdata.txt to determine how the superseded data were derived.
 PY1199
 PY1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ3249872672(NAD 83)
 PY1199_MARKER: 72 = CAIRN
 PY1199
 PY1199  HISTORY     - Date     Condition        Report By
 PY1199  HISTORY     - 1922     FIRST OBSERVED   USGS
 PY1199
 PY1199                          STATION DESCRIPTION
 PY1199
 PY1199'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0879 ***********************************************************************
 TN0879  DESIGNATION -  BLACK BUTTE LOOKOUT TOWER
 TN0879  PID         -  TN0879
 TN0879  STATE/COUNTY-  MT/LINCOLN
 TN0879  USGS QUAD   -  EUREKA SOUTH (1983)
 TN0879
 TN0879                         *CURRENT SURVEY CONTROL
 TN0879  ___________________________________________________________________
 TN0879* NAD 83(1992)-  48 51 52.32545(N)    115 07 30.91975(W)     ADJUSTED  
 TN0879* NAVD 88     -                                                        
 TN0879  ___________________________________________________________________
 TN0879  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 TN0879  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 TN0879
 TN0879  HORZ ORDER  -  THIRD
 TN0879
 TN0879.The horizontal coordinates were established by classical geodetic methods
 TN0879.and adjusted by the National Geodetic Survey in July 1992..
 TN0879
 TN0879
 TN0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0879
 TN0879.The geoid height was determined by GEOID03.
 TN0879
 TN0879;                    North         East     Units Scale Factor Converg.
 TN0879;SPC MT       -   527,616.395   187,662.755   MT  0.99991952   -4 06 53.6
 TN0879;SPC MT       - 1,731,024.92    615,691.45   iFT  0.99991952   -4 06 53.6
 TN0879;UTM  11      - 5,414,091.372   637,491.761   MT  0.99983224   +1 24 43.9
 TN0879
 TN0879                          SUPERSEDED SURVEY CONTROL
 TN0879
 TN0879  NAD 83(1986)-  48 51 52.33502(N)    115 07 30.91973(W) AD(       ) 4
 TN0879  NAD 27      -  48 51 52.46377(N)    115 07 27.31435(W) AD(       ) 3
 TN0879
 TN0879.Superseded values are not recommended for survey control.
 TN0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0879.See file dsdata.txt to determine how the superseded data were derived.
 TN0879
 TN0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3749214091(NAD 83)
 TN0879
 TN0879  HISTORY     - Date     Condition        Report By
 TN0879  HISTORY     - 1960     MONUMENTED       CGS
 TN0879  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TN0879
 TN0879                          STATION DESCRIPTION
 TN0879
 TN0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0879'THE STATION IS LOCATED ON THE SUMMIT OF BLACK BUTTE, 3-1/2
 TN0879'MILES WEST AND 1-1/4 MILES SOUTH OF EUREKA, NEAR THE SOUTHWEST
 TN0879'CORNER OF SECTION 20, T 36 N, R 27 W.  IT IS 20 BY 20 FOOT
 TN0879'CABIN SUPPORTED BY FOUR WOODEN LEGS 50 FEET HIGH.  THE STRUCTURE
 TN0879'IS NOT PAINTED.
 TN0879'
 TN0879'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLACK
 TN0879'BUTTE THE DISTANCE BEING 34.67 FEET OR 10.568 METERS WEST OF THE
 TN0879'STATION.
 TN0879
 TN0879                          STATION RECOVERY (1970)
 TN0879
 TN0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TN0879'THE STATION WAS RECOVERED AS DESCRIBED IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0558 ***********************************************************************
 RW0558  DESIGNATION -  BLACK BUTTE MTN
 RW0558  PID         -  RW0558
 RW0558  STATE/COUNTY-  MT/MEAGHER
 RW0558  USGS QUAD   -  BLACK BUTTE MOUNTAIN (1951)
 RW0558
 RW0558                         *CURRENT SURVEY CONTROL
 RW0558  ___________________________________________________________________
 RW0558* NAD 83(1992)-  46 21 19.68348(N)    110 53 32.79461(W)     ADJUSTED  
 RW0558* NAVD 88     -      1962.6    (meters)    6439.     (feet)  VERTCON   
 RW0558  ___________________________________________________________________
 RW0558  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 RW0558  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 RW0558
 RW0558  HORZ ORDER  -  THIRD
 RW0558
 RW0558.The horizontal coordinates were established by classical geodetic methods
 RW0558.and adjusted by the National Geodetic Survey in July 1992..
 RW0558
 RW0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0558
 RW0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0558
 RW0558.The geoid height was determined by GEOID03.
 RW0558
 RW0558;                    North         East     Units Scale Factor Converg.
 RW0558;SPC MT       -   234,922.256   492,893.323   MT  0.99945790   -1 01 06.9
 RW0558;SPC MT       -   770,742.31  1,617,104.08   iFT  0.99945790   -1 01 06.9
 RW0558;UTM  12      - 5,133,549.238   508,274.898   MT  0.99960084   +0 04 40.2
 RW0558
 RW0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0558!SPC MT       -   0.99969421  x   0.99945790  =   0.99915228
 RW0558!UTM  12      -   0.99969421  x   0.99960084  =   0.99929518
 RW0558
 RW0558                          SUPERSEDED SURVEY CONTROL
 RW0558
 RW0558  NAD 83(1986)-  46 21 19.67867(N)    110 53 32.78002(W) AD(       ) 3
 RW0558  NGVD 29 (06/12/92) 1961.4    (m)         6435.     (f) VERT ANG       
 RW0558
 RW0558.Superseded values are not recommended for survey control.
 RW0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0558.See file dsdata.txt to determine how the superseded data were derived.
 RW0558
 RW0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS0827533549(NAD 83)
 RW0558_MARKER: DD = SURVEY DISK
 RW0558_SETTING: 66 = SET IN ROCK OUTCROP
 RW0558_SP_SET: SET IN ROCK OUTCROP
 RW0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0558+STABILITY: POSITION/ELEVATION WELL
 RW0558
 RW0558  HISTORY     - Date     Condition        Report By
 RW0558  HISTORY     - 1948     MONUMENTED       USGS
 RW0558  HISTORY     - 1971     GOOD             USGS
 RW0558
 RW0558                          STATION DESCRIPTION
 RW0558
 RW0558'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 RW0558'STATION IS LOCATED ABOUT 8.0 MI. NW. OF RINGLING, ON TOP OF LONE TREE
 RW0558'COVERED HILL KNOWN AS --BLACK BUTTE--.
 RW0558'
 RW0558'TO REACH STATION FROM RAILROAD OVERPASS AT RINGLING GO N. ON HIGHWAY
 RW0558'89 FOR 8.1 MI. TO SIDE RD. AT W. END OF BRIDGE, TURN LEFT OFF HIGHWAY
 RW0558'AND GO 0.5 MI. TO RD. FORK AT DRAIN, TAKE LEFT FORK AND GO 0.5 MI. TO
 RW0558'RD. FORK NEAR OLD HOUSE, TURN RIGHT AND CONTINUE SW. ACROSS COUNTRY
 RW0558'2.1 MI. TO POINT ON N. SLOPE OF BLACK BUTTE AND END OF TRUCK TRAVEL,
 RW0558'CONTINUE S. TO TOP OF HILL AND STATION (A 15-MINUTE PACK).
 RW0558'
 RW0558'RECOVERED TO EXTEND MAP CONTROL POINTS.
 RW0558'
 RW0558'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED---BLACK
 RW0558'BUTTE MTN. 1948---.
 RW0558'
 RW0558'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP,
 RW0558'31.10 FT. FROM STATION, N 83 DEG 32 MIN E, STAMPED---
 RW0558'---BLACK BUTTE MTN. NO. 1 1948---.
 RW0558'
 RW0558'REFERENCE MARK NO. 2--A USFS DISK SET IN ROCK OUTCROP ON W. EDGE OF
 RW0558'HILL, 141.20 FT. FROM STATION N 94 DEGREES 19 MINUTES E.
 RW0558'STAMPED ---BLACK BUTTE 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0878 ***********************************************************************
 TN0878  DESIGNATION -  BLACK BUTTE RADAR TOWER
 TN0878  PID         -  TN0878
 TN0878  STATE/COUNTY-  MT/LINCOLN
 TN0878  USGS QUAD   -  EUREKA SOUTH (1983)
 TN0878
 TN0878                         *CURRENT SURVEY CONTROL
 TN0878  ___________________________________________________________________
 TN0878* NAD 83(1992)-  48 51 52.67968(N)    115 07 32.51855(W)     ADJUSTED  
 TN0878* NAVD 88     -                                                        
 TN0878  ___________________________________________________________________
 TN0878  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 TN0878  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 TN0878
 TN0878  HORZ ORDER  -  THIRD
 TN0878
 TN0878.The horizontal coordinates were established by classical geodetic methods
 TN0878.and adjusted by the National Geodetic Survey in July 1992..
 TN0878
 TN0878
 TN0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0878
 TN0878.The geoid height was determined by GEOID03.
 TN0878
 TN0878;                    North         East     Units Scale Factor Converg.
 TN0878;SPC MT       -   527,629.646   187,631.042   MT  0.99991957   -4 06 54.8
 TN0878;SPC MT       - 1,731,068.39    615,587.41   iFT  0.99991957   -4 06 54.8
 TN0878;UTM  11      - 5,414,101.506   637,458.923   MT  0.99983213   +1 24 42.7
 TN0878
 TN0878                          SUPERSEDED SURVEY CONTROL
 TN0878
 TN0878  NAD 83(1986)-  48 51 52.68930(N)    115 07 32.51877(W) AD(       ) 4
 TN0878  NAD 27      -  48 51 52.81800(N)    115 07 28.91349(W) AD(       ) 3
 TN0878
 TN0878.Superseded values are not recommended for survey control.
 TN0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0878.See file dsdata.txt to determine how the superseded data were derived.
 TN0878
 TN0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3745914102(NAD 83)
 TN0878
 TN0878  HISTORY     - Date     Condition        Report By
 TN0878  HISTORY     - 1960     MONUMENTED       CGS
 TN0878  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TN0878
 TN0878                          STATION DESCRIPTION
 TN0878
 TN0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0878'THE STATION IS ABOUT 3-1/2 MILES WEST AND 1-1/4 MILES SOUTH OF
 TN0878'EUREKA ON THE SUMMIT OF BLACK BUTTE, ALSO OCCUPIED BY THE
 TN0878'BLACK BUTTE LOOKOUT TOWER, NEAR THE SOUTHWEST CORNER OF SECTION
 TN0878'20, T 36 N, R 27 W.
 TN0878'
 TN0878'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLACK
 TN0878'BUTTE THE DISTANCE BEING 145.26 FEET OR 44.272 METERS WEST OF
 TN0878'THE STATION.  IT IS A THREE LEGGED STEEL STRUCTURE HAVING
 TN0878'A REVOLVING ANTENNA ON TOP AND 70 FEET HIGH.
 TN0878
 TN0878                          STATION RECOVERY (1970)
 TN0878
 TN0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TN0878'THIS TOWER HAS BEEN REMOVED AND THE STATION DESTROYED.
 TN0878'
 TN0878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 TN0878'WEST-SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1200 ***********************************************************************
 PY1200  DESIGNATION -  BLACK BUTTE RESET
 PY1200  PID         -  PY1200
 PY1200  STATE/COUNTY-  MT/MADISON
 PY1200  USGS QUAD   -  BIGHORN MOUNTAIN (1988)
 PY1200
 PY1200                         *CURRENT SURVEY CONTROL
 PY1200  ___________________________________________________________________
 PY1200* NAD 83(1992)-  44 54 15.13738(N)    111 51 17.99104(W)     ADJUSTED  
 PY1200* NAVD 88     -      3216.0    (meters)   10551.     (feet)  VERTCON   
 PY1200  ___________________________________________________________________
 PY1200  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 PY1200  GEOID HEIGHT-          -8.90  (meters)                     GEOID03
 PY1200
 PY1200  HORZ ORDER  -  FIRST
 PY1200
 PY1200.The horizontal coordinates were established by classical geodetic methods
 PY1200.and adjusted by the National Geodetic Survey in July 1992..
 PY1200
 PY1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1200
 PY1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1200
 PY1200.The geoid height was determined by GEOID03.
 PY1200
 PY1200;                    North         East     Units Scale Factor Converg.
 PY1200;SPC MT       -    75,514.320   414,023.830   MT  1.00005884   -1 43 21.7
 PY1200;SPC MT       -   247,750.39  1,358,345.90   iFT  1.00005884   -1 43 21.7
 PY1200;UTM  12      - 4,972,664.397   432,500.912   MT  0.99965602   -0 36 12.9
 PY1200
 PY1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1200!SPC MT       -   0.99949741  x   1.00005884  =   0.99955622
 PY1200!UTM  12      -   0.99949741  x   0.99965602  =   0.99915361
 PY1200
 PY1200|---------------------------------------------------------------------|
 PY1200| PID    Reference Object                     Distance      Geod. Az  |
 PY1200|                                                           dddmmss.s |
 PY1200| CN3994 BLACK BUTTE RM 3                      4.048 METERS 05535     |
 PY1200| CN3993 BLACK BUTTE RM 2                      8.293 METERS 13827     |
 PY1200| CN3991 BLACK BUTTE AZ MK                                  1625734.2 |
 PY1200| PY1199 BLACK BUTTE CAIRN                     7.590 METERS 33918     |
 PY1200| QX0636 OLD BALDY CAIRN                     APPROX.25.8 KM 3401505.5 |
 PY1200| CN3992 BLACK BUTTE RM 1                      6.438 METERS 34615     |
 PY1200|---------------------------------------------------------------------|
 PY1200
 PY1200                          SUPERSEDED SURVEY CONTROL
 PY1200
 PY1200  NAD 83(1986)-  44 54 15.14473(N)    111 51 17.96539(W) AD(       ) 1
 PY1200  NAD 27      -  44 54 15.42100(N)    111 51 15.03700(W) AD(       ) 1
 PY1200  NGVD 29 (07/19/86) 3214.5    (m)        10546.     (f) VERT ANG       
 PY1200
 PY1200.Superseded values are not recommended for survey control.
 PY1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1200.See file dsdata.txt to determine how the superseded data were derived.
 PY1200
 PY1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ3250172664(NAD 83)
 PY1200_MARKER: DS = TRIANGULATION STATION DISK
 PY1200_SETTING: 66 = SET IN ROCK OUTCROP
 PY1200
 PY1200  HISTORY     - Date     Condition        Report By
 PY1200  HISTORY     - 1950     MONUMENTED       CGS
 PY1200
 PY1200                          STATION DESCRIPTION
 PY1200
 PY1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1200'STATION MARK HAS BEEN DESTROYED BUT BOTH REFERENCE MARKS
 PY1200'WERE RECOVERED IN GOOD CONDITION AND A NEW STATION MARK WAS
 PY1200'SET IN THE SAME LOCATION AS THE ORIGINAL 1922 STATION MARK
 PY1200'BY MEASUREMENTS FROM THE TWO REFERENCE MARKS.  REFERENCE MARK
 PY1200'NO. 3 AND AN AZIMUTH MARK WERE SET.
 PY1200'
 PY1200'STATION MARK IS A BRONZE DISK SET IN BEDROCK AND STAMPED BLACK
 PY1200'BUTTE 1922 1950.
 PY1200'
 PY1200'STATION IS ABOUT 1 METER BELOW THE HIGHEST POINT OF BLACK
 PY1200'BUTTE, A PROMINENT AND WELL-KNOWN BUTTE ABOUT 35 MILES SSE
 PY1200'OF ALDER, 25 MILES AIR LINE S OF VIRGINIA CITY, 8 MILES AIR
 PY1200'LINE E OF THE THREE FORKS RANGER STATION, 10 MILES AIR LINE
 PY1200'SE OF THE RUBY RANGER STATION, AND 13 MILES AIR LINE W OF
 PY1200'LYON.
 PY1200'
 PY1200'TRUCKS CAN BE DRIVEN UP THE RUBY RIVER AS FAR AS THE THREE
 PY1200'FORKS RANGER STATION.  FROM HERE THE FOOT OF THE BUTTE CAN
 PY1200'BE EASILY REACHED WITH WAGON BY FOLLOWING THE BLACK BUTTE
 PY1200'ROAD (ABOUT 15 MILES), OR WITH PACK ANIMALS BY CUTTING ACROSS
 PY1200'THE COMPARATIVELY LOW RIDGES E OF THE RANGER STATION.  STATION
 PY1200'CAN ALSO BE EASILY REACHED WITH PACK ANIMALS BY LEAVING THE
 PY1200'RUBY RIVER AT COTTONWOOD CREEK AND FOLLOWING THIS CREEK FOR
 PY1200'ABOUT 10 MILES.  COTTONWOOD CREEK JOINS THE RUBY RIVER ABOUT
 PY1200'HALF-WAY BETWEEN THE RUBY RANGER STATION AND THE THREE FORKS
 PY1200'RANGER STATION.  THE BUTTE SHOULD BE CLIMBED FROM THE E
 PY1200'SIDE.  A TRAIL WAS BEING BUILT INTO THIS LOCALITY FROM LYON.
 PY1200'WHICH, WHEN COMPLETED, WILL MAKE THE STATION EASILY
 PY1200'ACCESSIBLE FROM THAT PLACE.
 PY1200'
 PY1200'REFERENCE MARK NO. 3 IS A BRONZE DISK SET IN A DRILL HOLE
 PY1200'IN A BOULDER WHICH PROJECTS 1 FOOT.  IT IS AT ABOUT THE SAME
 PY1200'ELEVATION AS THE STATION MARK AND THE DISK IS STAMPED BLACK
 PY1200'BUTTE NO 3 1950.
 PY1200'
 PY1200'THE AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 PY1200'A BOULDER WHICH PROJECTS 18 INCHES.  THE DISK IS STAMPED
 PY1200'BLACK BUTTE 1950 AND IT IS 9 PACES EAST OF THE CENTER OF THE
 PY1200'ROAD LEADING TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0572 ***********************************************************************
 QY0572  DESIGNATION -  BLACK LION
 QY0572  PID         -  QY0572
 QY0572  STATE/COUNTY-  MT/BEAVERHEAD
 QY0572  USGS QUAD   -  VIPOND PARK (1988)
 QY0572
 QY0572                         *CURRENT SURVEY CONTROL
 QY0572  ___________________________________________________________________
 QY0572* NAD 83(1992)-  45 37 47.20131(N)    112 59 18.03719(W)     ADJUSTED  
 QY0572* NAVD 88     -      3178.6    (meters)   10428.     (feet)  VERTCON   
 QY0572  ___________________________________________________________________
 QY0572  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 QY0572  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 QY0572
 QY0572  HORZ ORDER  -  FIRST
 QY0572
 QY0572.The horizontal coordinates were established by classical geodetic methods
 QY0572.and adjusted by the National Geodetic Survey in July 1992..
 QY0572
 QY0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0572
 QY0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0572
 QY0572.The geoid height was determined by GEOID03.
 QY0572
 QY0572;                    North         East     Units Scale Factor Converg.
 QY0572;SPC MT       -   159,399.081   328,161.689   MT  0.99968039   -2 33 06.3
 QY0572;SPC MT       -   522,962.86  1,076,645.96   iFT  0.99968039   -2 33 06.3
 QY0572;UTM  12      - 5,054,837.388   345,014.986   MT  0.99989532   -1 25 17.8
 QY0572
 QY0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0572!SPC MT       -   0.99950377  x   0.99968039  =   0.99918432
 QY0572!UTM  12      -   0.99950377  x   0.99989532  =   0.99939914
 QY0572
 QY0572|---------------------------------------------------------------------|
 QY0572| PID    Reference Object                     Distance      Geod. Az  |
 QY0572|                                                           dddmmss.s |
 QY0572| CN3998 BLACK LION RM 1                       7.967 METERS 00219     |
 QY0572| CN3997 BLACK LION AZ MK                                   1975120.3 |
 QY0572| CN3999 BLACK LION RM 2                       5.440 METERS 20859     |
 QY0572|---------------------------------------------------------------------|
 QY0572
 QY0572                          SUPERSEDED SURVEY CONTROL
 QY0572
 QY0572  NAD 83(1986)-  45 37 47.20053(N)    112 59 18.03532(W) AD(       ) 1
 QY0572  NAD 27      -  45 37 47.46600(N)    112 59 14.90900(W) AD(       ) 1
 QY0572  NGVD 29 (07/19/86) 3177.0    (m)        10423.     (f) VERT ANG       
 QY0572
 QY0572.Superseded values are not recommended for survey control.
 QY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0572.See file dsdata.txt to determine how the superseded data were derived.
 QY0572
 QY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4501554837(NAD 83)
 QY0572_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0572_SETTING: 80 = SET IN A BOULDER
 QY0572_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QY0572
 QY0572  HISTORY     - Date     Condition        Report By
 QY0572  HISTORY     - 1956     MONUMENTED       CGS
 QY0572
 QY0572                          STATION DESCRIPTION
 QY0572
 QY0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0572'THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROCKY PEAK,
 QY0572'THE NORTH ONE OF TWO POINTS ON BLACK LION MOUNTAIN, ABOUT 15
 QY0572'MILES WEST OF MELROSE, 11 MILES SOUTH OF THE WISE RIVER RANGER
 QY0572'STATION AND 2 MILES WEST OF THE CANYON CREEK GUARD STATION.
 QY0572'
 QY0572'TO REACH THE STATION FROM THE POST OFFICE IN MELROSE, GO
 QY0572'SOUTH ON U.S. HIGHWAY 91 FOR 0.15 MILE TO A SIDE ROAD RIGHT,
 QY0572'TURN RIGHT (WEST) CROSSING RAILROAD TRACKS AND FOLLOW MAIN
 QY0572'ROAD FOR 1.6 MILES TO A FORK, TAKE RIGHT ROAD FOR 1 MILE TO A
 QY0572'FORK, TAKE LEFT ROAD FOR 2.9 MILES TO A FORK, TAKE RIGHT ROAD UP
 QY0572'HILL (NORTH) FOR 1.5 MILES TO A FORK, KEEP LEFT ROAD
 QY0572'(WEST-NORTHWEST) AND GO 4.6 MILES TO A FORK, TAKE RIGHT ROAD
 QY0572'AND GO (WEST) FOR 0.7 MILE TO A FORK, TAKE LEFT ROAD AND
 QY0572'GO 4.6 MILES TO SEVERAL CABINS ON THE RIGHT AND THE END OF TRUCK
 QY0572'TRAVEL.  PACK SOUTH FROM THE CABINS FOR ABOUT 500 YARDS ON
 QY0572'AN OLD TRAIL, TURN RIGHT THROUGH TIMBER TOWARD HIGHEST POINT
 QY0572'AND STATION ON THE NORTH END OF THE HIGHEST PEAK.  ABOUT A
 QY0572'5 HOUR PACK.
 QY0572'
 QY0572'TO REACH THE AZIMUTH FROM THE STATION PACK SOUTH FOR APPROXIMATELY
 QY0572'0.4 MILE TO THE MARK IN A LARGE BOULDER.
 QY0572'
 QY0572'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QY0572'BLACK LION 1956.
 QY0572'
 QY0572'REFERENCE MARK 1 PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 QY0572'BLACK LION NO 1 1956.
 QY0572'
 QY0572'REFERENCE MARK 2 PROJECTS 18 INCHES, AND THE DISK IS STAMPED
 QY0572'BLACK LION NO 2 1956.
 QY0572'
 QY0572'THE AZIMUTH MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QY0572'BLACK LION 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0845 ***********************************************************************
 RY0845  DESIGNATION -  BLACK MOUNTAIN
 RY0845  PID         -  RY0845
 RY0845  STATE/COUNTY-  MT/MISSOULA
 RY0845  USGS QUAD   -  BLUE MOUNTAIN (1978)
 RY0845
 RY0845                         *CURRENT SURVEY CONTROL
 RY0845  ___________________________________________________________________
 RY0845* NAD 83(1992)-  46 52 10.76787(N)    114 12 24.99599(W)     ADJUSTED  
 RY0845* NAVD 88     -      2159.1    (meters)    7084.     (feet)  VERTCON   
 RY0845  ___________________________________________________________________
 RY0845  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 RY0845  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 RY0845
 RY0845  HORZ ORDER  -  FIRST
 RY0845
 RY0845.The horizontal coordinates were established by classical geodetic methods
 RY0845.and adjusted by the National Geodetic Survey in July 1992..
 RY0845
 RY0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0845
 RY0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0845
 RY0845.The geoid height was determined by GEOID03.
 RY0845
 RY0845;                    North         East     Units Scale Factor Converg.
 RY0845;SPC MT       -   301,869.090   241,571.729   MT  0.99939574   -3 26 35.3
 RY0845;SPC MT       -   990,384.15    792,558.17   iFT  0.99939574   -3 26 35.3
 RY0845;UTM  11      - 5,194,467.558   712,854.183   MT  1.00015689   +2 02 20.9
 RY0845
 RY0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0845!SPC MT       -   0.99966399  x   0.99939574  =   0.99905993
 RY0845!UTM  11      -   0.99966399  x   1.00015689  =   0.99982083
 RY0845
 RY0845:                Primary Azimuth Mark                     Grid Az
 RY0845:SPC MT       -  MISSOULA SUGAR FACTORY STACK             084 38 05.0
 RY0845:UTM  11      -  MISSOULA SUGAR FACTORY STACK             079 09 08.8
 RY0845
 RY0845|---------------------------------------------------------------------|
 RY0845| PID    Reference Object                     Distance      Geod. Az  |
 RY0845|                                                           dddmmss.s |
 RY0845| RY0844 MISSOULA SUGAR FACTORY STACK        APPROX.13.2 KM 0811129.7 |
 RY0845| RX0995 MISSOULA COUNTY CTHSE DOME          APPROX.16.1 KM 0882936.6 |
 RY0845| RX0994 MISSOULA MONTANA POWER CO STK       APPROX.16.2 KM 0900744.6 |
 RY0845| CH6467 BLACK MOUNTAIN RM 2                  12.538 METERS 16231     |
 RY0845| CH6466 BLACK MOUNTAIN RM 1                   9.242 METERS 28217     |
 RY0845| RY0856 PETTY                               APPROX.15.9 KM 2870137.4 |
 RY0845|---------------------------------------------------------------------|
 RY0845
 RY0845                          SUPERSEDED SURVEY CONTROL
 RY0845
 RY0845  NAD 83(1986)-  46 52 10.78078(N)    114 12 24.98921(W) AD(       ) 1
 RY0845  NAD 27      -  46 52 11.06700(N)    114 12 21.57200(W) AD(       ) 1
 RY0845  NGVD 29 (07/19/86) 2158.0    (m)         7080.     (f) VERT ANG       
 RY0845
 RY0845.Superseded values are not recommended for survey control.
 RY0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0845.See file dsdata.txt to determine how the superseded data were derived.
 RY0845
 RY0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM1285494468(NAD 83)
 RY0845_MARKER: Z = SEE DESCRIPTION
 RY0845_SETTING: 0 = UNSPECIFIED SETTING
 RY0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RY0845+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 RY0845
 RY0845  HISTORY     - Date     Condition        Report By
 RY0845  HISTORY     - 1934     MONUMENTED       CGS
 RY0845  HISTORY     - 1980     GOOD             BPA
 RY0845  HISTORY     - 20020814 GOOD             INDIV
 RY0845
 RY0845                          STATION DESCRIPTION
 RY0845
 RY0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RY0845'STATION IS ON THE HIGHEST POINT OF BLACK MOUNTAIN, A SHARP,
 RY0845'HEAVILY TIMBERED ROUND MOUNTAIN LYING 10 MILES W OF THE TOWN
 RY0845'OF MISSOULA.  IT IS ON THE DIVIDE BETWEEN OBRIEN CREEK AND
 RY0845'MARTIN GULCH.
 RY0845'
 RY0845'STATION MARK IS A STANDARD DISK IN A SOLID OUTCROP OF BEDROCK
 RY0845'WHICH IS DEFINITELY THE CREST OF THE MOUNTAIN.
 RY0845'
 RY0845'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 RY0845'HOLES IN OUTCROPPING BEDROCK.
 RY0845'
 RY0845'STATION IS REACHED FROM MISSOULA BY FOLLOWING U.S. HIGHWAY 93
 RY0845'TO A POINT 1.3 MILES W OF THE BRIDGE ACROSS THE BITTER ROOT
 RY0845'RIVER, THEN TAKING DIRT ROAD TO THE RIGHT AND GOING 3.0 MILES
 RY0845'ON THE MAIN-TRAVELED ROAD TO THE ROAD LEADING UP OBRIEN CREEK.
 RY0845'TURN LEFT AND FOLLOW UP OBRIENS CREEK TO THE RANCH OF ALBERT
 RY0845'GRAVES, AND ABOUT 3/8 MILE FURTHER TO A CANYON COMING IN FROM
 RY0845'THE RIGHT (N).  THIS IS AS FAR AS A TRUCK CAN BE DRIVEN.
 RY0845'FROM THIS POINT FOLLOW THE LAST NAMED CANYON TO ITS HEAD,
 RY0845'THEN W TO THE STATION.  ABOUT 1 3/4-HOUR PACK.
 RY0845'
 RY0845'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 RY0845
 RY0845                          STATION RECOVERY (1980)
 RY0845
 RY0845'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1980 (DS)
 RY0845'BLACK MTN 1934 RECOVERED GOOD.
 RY0845'
 RY0845'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES WEST OF MISSOULA.
 RY0845
 RY0845                          STATION RECOVERY (2002)
 RY0845
 RY0845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RRS)
 RY0845'LISTED ALTITUDE OF 7015 FEET IS QUITE INCORRECT. PROPER ALTITUDE IS
 RY0845'AROUND 6000 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0601 ***********************************************************************
 QW0601  DESIGNATION -  BLACK MT
 QW0601  PID         -  QW0601
 QW0601  STATE/COUNTY-  MT/CARBON
 QW0601  USGS QUAD   -  MOUNT MAURICE (1996)
 QW0601
 QW0601                         *CURRENT SURVEY CONTROL
 QW0601  ___________________________________________________________________
 QW0601* NAD 83(1993)-  45 03 51.96541(N)    109 22 14.23898(W)     ADJUSTED  
 QW0601* NAVD 88     -      3008.9    (meters)    9872.     (feet)  VERTCON   
 QW0601  ___________________________________________________________________
 QW0601  LAPLACE CORR-         -23.80  (seconds)                    DEFLEC99
 QW0601  GEOID HEIGHT-          -9.54  (meters)                     GEOID03
 QW0601
 QW0601  HORZ ORDER  -  THIRD
 QW0601
 QW0601.The horizontal coordinates were established by classical geodetic methods
 QW0601.and adjusted by the National Geodetic Survey in January 1997..
 QW0601
 QW0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0601
 QW0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0601
 QW0601.The geoid height was determined by GEOID03.
 QW0601
 QW0601;                    North         East     Units Scale Factor Converg.
 QW0601;SPC MT       -    90,533.458   610,189.218   MT  0.99996194   +0 05 40.7
 QW0601;SPC MT       -   297,025.78  2,001,933.13   iFT  0.99996194   +0 05 40.7
 QW0601;SPC WYWC     -   507,212.127   551,123.857   MT  0.99996686   -0 26 21.7
 QW0601;UTM  12      - 4,991,399.690   628,275.885   MT  0.99980233   +1 09 12.9
 QW0601
 QW0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0601!SPC MT       -   0.99952997  x   0.99996194  =   0.99949193
 QW0601!SPC WYWC     -   0.99952997  x   0.99996686  =   0.99949685
 QW0601!UTM  12      -   0.99952997  x   0.99980233  =   0.99933239
 QW0601
 QW0601:                Primary Azimuth Mark                     Grid Az
 QW0601:SPC MT       -  TWIN                                     214 39 56.6
 QW0601:SPC WYWC     -  TWIN                                     215 11 59.0
 QW0601:UTM  12      -  TWIN                                     213 36 24.4
 QW0601
 QW0601|---------------------------------------------------------------------|
 QW0601| PID    Reference Object                     Distance      Geod. Az  |
 QW0601|                                                           dddmmss.s |
 QW0601| QW0602 TWIN                                APPROX. 7.0 KM 2144537.3 |
 QW0601|---------------------------------------------------------------------|
 QW0601
 QW0601                          SUPERSEDED SURVEY CONTROL
 QW0601
 QW0601  NAD 83(1992)-  45 03 51.96363(N)    109 22 14.21661(W) AD(       ) 3
 QW0601  NAD 83(1986)-  45 03 51.96276(N)    109 22 14.20301(W) AD(       ) 3
 QW0601  NAD 27      -  45 03 52.15207(N)    109 22 11.64282(W) AD(       ) 3
 QW0601  NGVD 29 (07/19/86) 3007.5    (m)         9867.     (f) VERT ANG       
 QW0601
 QW0601.Superseded values are not recommended for survey control.
 QW0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0601.See file dsdata.txt to determine how the superseded data were derived.
 QW0601
 QW0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2827691400(NAD 83)
 QW0601_MARKER: DD = SURVEY DISK
 QW0601_SETTING: 66 = SET IN ROCK OUTCROP
 QW0601_SP_SET: SET IN ROCK OUTCROP
 QW0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0601+STABILITY: POSITION/ELEVATION WELL
 QW0601
 QW0601  HISTORY     - Date     Condition        Report By
 QW0601  HISTORY     - 1953     MONUMENTED       USGS
 QW0601
 QW0601                          STATION DESCRIPTION
 QW0601
 QW0601'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QW0601'LOCATED ABOUT 10.0 MI. (AIRLINE) SW. OF RED LODGE, MONTANA, AND ABOUT
 QW0601'0.75 MI. (AIRLINE) E. OF ROCK CREEK, ON THE W. EDGE OF THE LINE CREEK
 QW0601'PLATEAU.
 QW0601'
 QW0601'TO REACH FROM RED LODGE POST OFFICE, DRIVE SOUTHWARD ON U.S. HIGHWAY
 QW0601'12 FOR 5.4 MI. TO JUNCTION, LEFT ACROSS ROCK CREEK, PAST GREENOUGH
 QW0601'RANCH FOR 3.4 MI. AND END OF TRUCK TRAVEL.  PACK EASTWARD ABOUT 3.5
 QW0601'MI. TO HEAD OF CORRAL CREEK, THENCE SW. AROUND HEAD OF SPRING CREEK
 QW0601'TO SMALL TOP THAT IS TIMBERED ON E. SIDE.  STATION SITE IS ON EDGE
 QW0601'OF BREAK OVERLOOKING ROCK CREEK CANYON.  HORSES CAN BE TAKEN TO
 QW0601'STATION AND CAMPING IS AVAILABLE AT HEAD OF CORRAL AND SPRING CREEKS.
 QW0601'JEEP TRACKS ON THE PLATEAU INDICATE THE POSSIBILITY OF DRIVING
 QW0601'AROUND HEAD OF WYOMING CREEK AND DOWN THE PLATEAU, OR COMING UP E.
 QW0601'SIDE FROM VICINITY OF LINE CREEK GUARD STATION.
 QW0601'
 QW0601'STATION MARK--STANDARD TABLET, STAMPED ---BLACK 1953---, CEMENTED
 QW0601'IN ROCK.
 QW0601'
 QW0601'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0695 ***********************************************************************
 QX0695  DESIGNATION -  BLACK MT
 QX0695  PID         -  QX0695
 QX0695  STATE/COUNTY-  MT/PARK
 QX0695  USGS QUAD   -  MOUNT COWEN (1987)
 QX0695
 QX0695                         *CURRENT SURVEY CONTROL
 QX0695  ___________________________________________________________________
 QX0695* NAD 83(1992)-  45 28 17.06243(N)    110 27 58.90930(W)     ADJUSTED  
 QX0695* NAVD 88     -      3336.2    (meters)   10946.     (feet)  VERTCON   
 QX0695  ___________________________________________________________________
 QX0695  LAPLACE CORR-          13.12  (seconds)                    DEFLEC99
 QX0695  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 QX0695
 QX0695  HORZ ORDER  -  FIRST
 QX0695
 QX0695.The horizontal coordinates were established by classical geodetic methods
 QX0695.and adjusted by the National Geodetic Survey in July 1992..
 QX0695
 QX0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0695
 QX0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0695
 QX0695.The geoid height was determined by GEOID03.
 QX0695
 QX0695;                    North         East     Units Scale Factor Converg.
 QX0695;SPC MT       -   136,213.965   524,453.491   MT  0.99974975   -0 42 24.8
 QX0695;SPC MT       -   446,896.21  1,720,647.94   iFT  0.99974975   -0 42 24.8
 QX0695;UTM  12      - 5,035,458.310   541,712.386   MT  0.99962139   +0 22 49.6
 QX0695
 QX0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0695!SPC MT       -   0.99947863  x   0.99974975  =   0.99922851
 QX0695!UTM  12      -   0.99947863  x   0.99962139  =   0.99910021
 QX0695
 QX0695:                Primary Azimuth Mark                     Grid Az
 QX0695:SPC MT       -  LIVINGSTON                               003 00 32.2
 QX0695:UTM  12      -  LIVINGSTON                               001 55 17.8
 QX0695
 QX0695|---------------------------------------------------------------------|
 QX0695| PID    Reference Object                     Distance      Geod. Az  |
 QX0695|                                                           dddmmss.s |
 QX0695| QX0665 LIVINGSTON                          APPROX.13.2 KM 0021807.4 |
 QX0695| CQ5118 BLACK MT RM 1                         5.901 METERS 15809     |
 QX0695| CQ5120 BLACK MT RM 3                         5.010 METERS 26608     |
 QX0695| CQ5119 BLACK MT RM 2                        22.286 METERS 26843     |
 QX0695|---------------------------------------------------------------------|
 QX0695
 QX0695                          SUPERSEDED SURVEY CONTROL
 QX0695
 QX0695  NAD 83(1986)-  45 28 17.05587(N)    110 27 58.90139(W) AD(       ) 1
 QX0695  NAD 27      -  45 28 17.28000(N)    110 27 56.17900(W) AD(       ) 1
 QX0695  NGVD 29 (07/19/86) 3334.8    (m)        10941.     (f) VERT ANG       
 QX0695
 QX0695.Superseded values are not recommended for survey control.
 QX0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0695.See file dsdata.txt to determine how the superseded data were derived.
 QX0695
 QX0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4171235458(NAD 83)
 QX0695_MARKER: DD = SURVEY DISK
 QX0695_SETTING: 80 = SET IN A BOULDER
 QX0695_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QX0695
 QX0695  HISTORY     - Date     Condition        Report By
 QX0695  HISTORY     - 1950     MONUMENTED       USGS
 QX0695  HISTORY     - 1951     GOOD             USGS
 QX0695  HISTORY     - 1955     GOOD             CGS
 QX0695
 QX0695                          STATION DESCRIPTION
 QX0695
 QX0695'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (EBL)
 QX0695'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF
 QX0695'LIVINGSTON, 6 MILES EAST OF U.S. HIGHWAY 89, AND ON THE
 QX0695'HIGHEST PEAK SOUTH OF PINE CREEK LAKE.  IT IS A BRONZE DISK
 QX0695'CEMENTED IN A BOULDER PROJECTING 5 INCHES, AND STAMPED BLACK
 QX0695'MT 1948.
 QX0695'
 QX0695'U.S.G.S. REFERENCE MARK IS A BRONZE DISK CEMENTED IN A BOULDER
 QX0695'PROJECTING 6 INCHES, AND STAMPED BLACK MT 1948.
 QX0695'
 QX0695'REFERENCE MARK NO. 3 IS A U.S.C. AND G.S. REFERENCE MARK DISK
 QX0695'CEMENTED IN A BOULDER PROJECTING 6 INCHES, AND STAMPED BLACK
 QX0695'MT NO 3 1950.
 QX0695'
 QX0695'NO AZIMUTH MARK WAS SET.  NO SUITABLE LOCATION AVAILABLE.
 QX0695'
 QX0695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10
 QX0695'AND 89 IN THE WESTERN SECTION OF LIVINGSTON, GO SOUTHERLY
 QX0695'ON HIGHWAY 89 FOR 11.3 MILES TO THE PINE CREEK GROCERY STORE
 QX0695'ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON THE HIGHWAY FOR 0.9
 QX0695'MILE TO A SIDE ROAD LEFT AND SIGN PINE CREEK RECREATIONAL
 QX0695'AREA.  TURN LEFT, EASTERLY, AND FOLLOW A GRAVELED ROAD FOR 3.1
 QX0695'MILES TO THE PINE CREEK RECREATIONAL AREA AND A SIGN PINE
 QX0695'CREEK LAKE 5 MILES.  FROM HERE FOLLOW A GOOD HORSE TRAIL
 QX0695'EASTERLY FOR ABOUT 3.5 HOURS, OR UNTIL COMING TO THE MIDDLE
 QX0695'LAKE OF THREE AND THE END OF HORSE PACK.  FROM HERE BACK
 QX0695'PACK UP A ROCKY CREEK BED, BEARING 186 DEGREES MAGNETIC,
 QX0695'TO THE TOP OF THE RIDGE.  HERE TURN LEFT AND FOLLOW THE
 QX0695'ROCKY HOGBACK NORTHERLY, PASSING TWO HIGH ROCKY PEAKS, AND
 QX0695'GO TO THE HIGHEST ELEVATION OF THE RIDGE AND STATION
 QX0695'SITE.  TIME OF BACK PACK IS 3.5 HOURS.
 QX0695
 QX0695                          STATION RECOVERY (1951)
 QX0695
 QX0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (IHG)
 QX0695'RECOVERED.
 QX0695'
 QX0695'STATION MARK--STANDARD USGS TABLET, STAMPED ---BLACK MTN. 1948---.
 QX0695
 QX0695                          STATION RECOVERY (1955)
 QX0695
 QX0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 QX0695'STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN THE
 QX0695'1950 DESCRIPTION.  THE STATION MARK AND REFERENCE MARKS 1
 QX0695'AND 3 WERE RECOVERED AND FOUND TO BE AS DESCRIBED AND IN
 QX0695'GOOD CONDITION.  AN ADDITIONAL REFERENCE MARK WAS FOUND AT
 QX0695'THE STATION.  IT IS A STANDARD USGS REFERENCE MARK DISK
 QX0695'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED
 QX0695'BLACK MT. 1948.
 QX0695'
 QX0695'THE 1950 TRUCK AND HORSE ROUTE TO STATION WAS USED AND FOUND
 QX0695'TO BE ADEQUATE.  HORSES WERE OBTAINED FROM MR. JED SMITH
 QX0695'OF LIVINGSTON.
 QX0695'
 QX0695'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1049 ***********************************************************************
 SU1049  DESIGNATION -  BLACK PEAK LOOKOUT TOWER
 SU1049  PID         -  SU1049
 SU1049  STATE/COUNTY-  MT/SANDERS
 SU1049  USGS QUAD   -  BLACK PEAK (1988)
 SU1049
 SU1049                         *CURRENT SURVEY CONTROL
 SU1049  ___________________________________________________________________
 SU1049* NAD 83(1992)-  47 42 41.16131(N)    115 44 30.75817(W)     ADJUSTED  
 SU1049* NAVD 88     -                                                        
 SU1049  ___________________________________________________________________
 SU1049  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 SU1049  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 SU1049
 SU1049  HORZ ORDER  -  THIRD
 SU1049
 SU1049.The horizontal coordinates were established by classical geodetic methods
 SU1049.and adjusted by the National Geodetic Survey in July 1992..
 SU1049
 SU1049
 SU1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1049
 SU1049.The geoid height was determined by GEOID03.
 SU1049
 SU1049;                    North         East     Units Scale Factor Converg.
 SU1049;SPC MT       -   403,270.495   132,350.999   MT  0.99946707   -4 33 57.5
 SU1049;SPC MT       - 1,323,065.93    434,222.44   iFT  0.99946707   -4 33 57.5
 SU1049;SPC ID W     -   671,684.345   800,609.494   MT  0.99993334   +0 00 21.6
 SU1049;UTM  11      - 5,284,994.637   594,371.764   MT  0.99970944   +0 55 50.8
 SU1049
 SU1049                          SUPERSEDED SURVEY CONTROL
 SU1049
 SU1049  NAD 83(1986)-  47 42 41.16403(N)    115 44 30.74957(W) AD(       ) 4
 SU1049  NAD 27      -  47 42 41.43137(N)    115 44 27.14894(W) AD(       ) 3
 SU1049
 SU1049.Superseded values are not recommended for survey control.
 SU1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1049.See file dsdata.txt to determine how the superseded data were derived.
 SU1049
 SU1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9437284995(NAD 83)
 SU1049
 SU1049  HISTORY     - Date     Condition        Report By
 SU1049  HISTORY     - 1940     MONUMENTED       CGS
 SU1049  HISTORY     - 1966     SEE DESCRIPTION  USGS
 SU1049
 SU1049                          STATION DESCRIPTION
 SU1049
 SU1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1049'BLACK PEAK FOREST SERVICE LOOKOUT HOUSE IS ABOUT 11.0 MILES
 SU1049'SW OF TROUT CREEK ON THE BOUNDARY OF THE MONTANA AND IDAHO
 SU1049'STATE LINE.  IT IS IN THE CABINET NATIONAL FOREST ON THE
 SU1049'HIGHEST POINT OF A HIGH SHARP PEAK, 18.3 FEET SSW OF STATION
 SU1049'TROUT.  THE TOP OF THE LOOKOUT HOUSE WAS INTERSECTED.
 SU1049
 SU1049                          STATION RECOVERY (1966)
 SU1049
 SU1049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (CFL)
 SU1049'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0417 ***********************************************************************
 QV0417  DESIGNATION -  BLACK SPRING LOT
 QV0417  PID         -  QV0417
 QV0417  STATE/COUNTY-  MT/ROSEBUD
 QV0417  USGS QUAD   -  BLACK SPRING (1958)
 QV0417
 QV0417                         *CURRENT SURVEY CONTROL
 QV0417  ___________________________________________________________________
 QV0417* NAD 83(1992)-  45 38 41.69776(N)    106 47 24.46880(W)     ADJUSTED  
 QV0417* NAVD 88     -      1125.4    (meters)    3692.     (feet)  VERTCON   
 QV0417  ___________________________________________________________________
 QV0417  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 QV0417  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 QV0417
 QV0417  HORZ ORDER  -  THIRD
 QV0417
 QV0417.The horizontal coordinates were established by classical geodetic methods
 QV0417.and adjusted by the National Geodetic Survey in July 1992..
 QV0417
 QV0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0417
 QV0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0417
 QV0417.The geoid height was determined by GEOID03.
 QV0417
 QV0417;                    North         East     Units Scale Factor Converg.
 QV0417;SPC MT       -   158,679.561   811,143.202   MT  0.99967415   +1 58 56.2
 QV0417;SPC MT       -   520,602.23  2,661,230.98   iFT  0.99967415   +1 58 56.2
 QV0417;UTM  13      - 5,056,154.890   360,502.557   MT  0.99983925   -1 16 48.7
 QV0417
 QV0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0417!SPC MT       -   0.99982592  x   0.99967415  =   0.99950012
 QV0417!UTM  13      -   0.99982592  x   0.99983925  =   0.99966519
 QV0417
 QV0417                          SUPERSEDED SURVEY CONTROL
 QV0417
 QV0417  NAD 83(1986)-  45 38 41.68425(N)    106 47 24.45287(W) AD(       ) 3
 QV0417  NGVD 29 (02/04/91) 1124.7    (m)         3690.     (f) VERT ANG       
 QV0417
 QV0417.Superseded values are not recommended for survey control.
 QV0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0417.See file dsdata.txt to determine how the superseded data were derived.
 QV0417
 QV0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL6050356155(NAD 83)
 QV0417_MARKER: 57 = LOOKOUT TOWER
 QV0417
 QV0417  HISTORY     - Date     Condition        Report By
 QV0417  HISTORY     - 1957     FIRST OBSERVED   USGS
 QV0417
 QV0417                          STATION DESCRIPTION
 QV0417
 QV0417'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0417'THE TOWER IS IN THE NORTHERN CHEYENNE INDIAN RESERVATION, ABOUT 2 MI.
 QV0417'N. AND 6 MI. W. OF LAME DEER, NEAR THE SW. CORNER OF SEC. 22, T 2 S,
 QV0417'R 40 E, ROSEBUD COUNTY, MONTANA.
 QV0417'
 QV0417'TO REACH THE STATION FROM THE CROSSROADS IN LAME DEER, DRIVE W. ON
 QV0417'STATE HIGHWAY 8 4.8 MI. TO THE SPRING COULEE ROAD ON RIGHT, THENCE
 QV0417'NW. UP SPRING COULEE 4.2 MI. TO END OF RD. AT LOOKOUT TOWER NEAR
 QV0417'SE. END OF A NARROW TIMBERED RIDGE.
 QV0417'
 QV0417'STATION MARK--APEX OF TOWER ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0677 ***********************************************************************
 TM0677  DESIGNATION -  BLACKFOOT
 TM0677  PID         -  TM0677
 TM0677  STATE/COUNTY-  MT/GLACIER
 TM0677  USGS QUAD   -  BLACKFOOT (1968)
 TM0677
 TM0677                         *CURRENT SURVEY CONTROL
 TM0677  ___________________________________________________________________
 TM0677* NAD 83(1992)-  48 33 21.07133(N)    112 54 30.88782(W)     ADJUSTED  
 TM0677* NAVD 88     -      1308.298  (meters)    4292.31   (feet)  ADJUSTED  
 TM0677  ___________________________________________________________________
 TM0677  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 TM0677  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 TM0677  DYNAMIC HT  -        1308.274 (meters)    4292.23  (feet)  COMP
 TM0677  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 TM0677
 TM0677  HORZ ORDER  -  SECOND
 TM0677  VERT ORDER  -  FIRST     CLASS II
 TM0677
 TM0677.The horizontal coordinates were established by classical geodetic methods
 TM0677.and adjusted by the National Geodetic Survey in July 1992..
 TM0677
 TM0677.The orthometric height was determined by differential leveling
 TM0677.and adjusted by the National Geodetic Survey in June 1991..
 TM0677
 TM0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0677
 TM0677.The geoid height was determined by GEOID03.
 TM0677
 TM0677.The dynamic height is computed by dividing the NAVD 88
 TM0677.geopotential number by the normal gravity value computed on the
 TM0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0677.degrees latitude (g = 980.6199 gals.).
 TM0677
 TM0677.The modeled gravity was interpolated from observed gravity values.
 TM0677
 TM0677;                    North         East     Units Scale Factor Converg.
 TM0677;SPC MT       -   483,955.089   348,518.343   MT  0.99975772   -2 29 36.2
 TM0677;SPC MT       - 1,587,779.16  1,143,432.88   iFT  0.99975772   -2 29 36.2
 TM0677;UTM  12      - 5,379,842.589   359,167.821   MT  0.99984368   -1 25 51.3
 TM0677
 TM0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0677!SPC MT       -   0.99979727  x   0.99975772  =   0.99955504
 TM0677!UTM  12      -   0.99979727  x   0.99984368  =   0.99964098
 TM0677
 TM0677|---------------------------------------------------------------------|
 TM0677| PID    Reference Object                     Distance      Geod. Az  |
 TM0677|                                                           dddmmss.s |
 TM0677| TM0679 BLACKFOOT RM 2                       10.757 METERS 22623     |
 TM0677| CN4002 BLACKFOOT AZ MK                                    2290900.2 |
 TM0677| TM0881 BROWNING MUNICIPAL STORAGE TK       APPROX.14.0 KM 2690236.1 |
 TM0677| TM0884 BROWNING MUNICIPAL TANK             APPROX. 7.9 KM 2711439.4 |
 TM0677| TM0678 BLACKFOOT RM 1                       14.304 METERS 33632     |
 TM0677|---------------------------------------------------------------------|
 TM0677
 TM0677                          SUPERSEDED SURVEY CONTROL
 TM0677
 TM0677  NAD 83(1986)-  48 33 21.07882(N)    112 54 30.87956(W) AD(       ) 2
 TM0677  NAD 27      -  48 33 21.16873(N)    112 54 27.59943(W) AD(       ) 2
 TM0677  NGVD 29 (07/19/86) 1306.2    (m)         4285.     (f) VERT ANG       
 TM0677
 TM0677.Superseded values are not recommended for survey control.
 TM0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0677.See file dsdata.txt to determine how the superseded data were derived.
 TM0677
 TM0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU5916879843(NAD 83)
 TM0677_MARKER: DS = TRIANGULATION STATION DISK
 TM0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0677_SP_SET: CONCRETE POST
 TM0677_STAMPING: BLACKFOOT 1963
 TM0677_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0677+STABILITY: SURFACE MOTION
 TM0677
 TM0677  HISTORY     - Date     Condition        Report By
 TM0677  HISTORY     - 1963     MONUMENTED       CGS
 TM0677  HISTORY     - 1978     GOOD             NGS
 TM0677
 TM0677                          STATION DESCRIPTION
 TM0677
 TM0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0677'THE STATION IS ABOUT 5 MILES EAST OF BROWNING, 1-1/2 MILES
 TM0677'SOUTH OF THE SMALL SETTLEMENT OF BLACKFOOT, 0.1 MILE NORTHWEST
 TM0677'OF U.S. HIGHWAY 2, ON A SMALL NORTHEAST-SOUTHWEST BARE RIDGE
 TM0677'THAT RUNS PARALLEL WITH THE HIGHWAY.
 TM0677'
 TM0677'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROWNING,
 TM0677'GO SOUTH ON MAIN STREET FOR 0.25 MILE TO U.S. HIGHWAY 2,
 TM0677'89 AND 287.  TURN LEFT AND GO SOUTH AND SOUTHEAST FOR 3.5
 TM0677'MILES TO A FORK AND JUNCTION OF U.S. HIGHWAY 2.  TAKE THE
 TM0677'LEFT FORK, EAST-NORTHEAST ON U.S. HIGHWAY 2 FOR 2.3 MILES
 TM0677'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON THE HIGHWAY
 TM0677'FOR 0.9 MILE TO TOP OF GRADE.  TURN LEFT OFF THE HIGHWAY AND GO
 TM0677'NORTHWEST ACROSS COUNTRY FOR 0.1 MILE TO TOP OF RIDGE AND THE
 TM0677'STATION.
 TM0677'
 TM0677'THE STATION MARK IS A STANDARD DISK, STAMPED BLACKFOOT 1963,
 TM0677'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0677'4 INCHES.  IT IS ON THE HIGHEST POINT OF THE RIDGE AND 6.3
 TM0677'FEET WEST OF A METAL WITNESS POST.
 TM0677'
 TM0677'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACKFOOT NO
 TM0677'1 1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 TM0677'PROJECTING 2 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE
 TM0677'STATION.
 TM0677'
 TM0677'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACKFOOT NO 2 1963,
 TM0677'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0677'5 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 TM0677'
 TM0677'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACKFOOT 1963, SET
 TM0677'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 TM0677'INCHES.  IT IS 44.8 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 TM0677'U.S. HIGHWAY 2, 5.3 FEET EAST OF A METAL WITNESS POST AND 18
 TM0677'FEET WEST OF A POWER LINE POLE.
 TM0677
 TM0677                          STATION RECOVERY (1978)
 TM0677
 TM0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0677'7.9 MI EAST FROM BROWNING.
 TM0677'7.9 MILES EAST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0677'BROWNING.  LOCATED AT THE TOP OF A KNOLL ACROSS THE HIGHWAY FROM
 TM0677'A POINT BETWEEN POWER POLES NUMBERS 753 AND 754 AND A TRACK ROAD
 TM0677'LEADING SOUTH, 285 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 2,
 TM0677'46 FEET AND 11 INCHES SOUTHEAST OF RM 1, AND 35 FEET AND 40 INCHES
 TM0677'NORTHEAST OF RM 2.  WITNESS POST IS SET IN THE NORTH RIGHT OF WAY
 TM0677'FENCE.
 TM0677'THE MARK IS 15 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0678 ***********************************************************************
 TM0678  DESIGNATION -  BLACKFOOT RM 1
 TM0678  PID         -  TM0678
 TM0678  STATE/COUNTY-  MT/GLACIER
 TM0678  USGS QUAD   -  BLACKFOOT (1968)
 TM0678
 TM0678                         *CURRENT SURVEY CONTROL
 TM0678  ___________________________________________________________________
 TM0678* NAD 83(1986)-  48 33 20.     (N)    112 54 29.     (W)     SCALED    
 TM0678* NAVD 88     -      1308.040  (meters)    4291.46   (feet)  ADJUSTED  
 TM0678  ___________________________________________________________________
 TM0678  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 TM0678  DYNAMIC HT  -        1308.016 (meters)    4291.38  (feet)  COMP
 TM0678  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 TM0678
 TM0678  VERT ORDER  -  FIRST     CLASS II
 TM0678
 TM0678.The horizontal coordinates were scaled from a topographic map and have
 TM0678.an estimated accuracy of +/- 6 seconds.
 TM0678
 TM0678.The orthometric height was determined by differential leveling
 TM0678.and adjusted by the National Geodetic Survey in June 1991..
 TM0678
 TM0678.The geoid height was determined by GEOID03.
 TM0678
 TM0678.The dynamic height is computed by dividing the NAVD 88
 TM0678.geopotential number by the normal gravity value computed on the
 TM0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0678.degrees latitude (g = 980.6199 gals.).
 TM0678
 TM0678.The modeled gravity was interpolated from observed gravity values.
 TM0678
 TM0678;                    North         East    Units  Estimated Accuracy
 TM0678;SPC MT       -   483,920.      348,560.      MT  (+/- 180 meters Scaled)
 TM0678
 TM0678                          SUPERSEDED SURVEY CONTROL
 TM0678
 TM0678.No superseded survey control is available for this station.
 TM0678
 TM0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU592798(NAD 83)
 TM0678_MARKER: DR = REFERENCE MARK DISK
 TM0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0678_SP_SET: CONCRETE POST
 TM0678_STAMPING: BLACKFOOT NO 1 1963
 TM0678_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0678+STABILITY: SURFACE MOTION
 TM0678
 TM0678  HISTORY     - Date     Condition        Report By
 TM0678  HISTORY     - 1963     MONUMENTED       CGS
 TM0678  HISTORY     - 1978     GOOD             NGS
 TM0678
 TM0678                          STATION DESCRIPTION
 TM0678
 TM0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0678'7.0 MI EAST FROM BROWNING.
 TM0678'7.0 MILES EAST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0678'BROWNING.  LOCATED AT THE TOP OF A KNOLL ACROSS THE HIGHWAY FROM A
 TM0678'POINT BETWEEN POWER POLES NUMBERS 753 AND 754, 330 FEET NORTHWEST OF
 TM0678'THE CENTERLINE OF HIGHWAY 2, 67 FEET AND 9 INCHES NORTH OF RM 2,
 TM0678'AND 46 FEET AND 11 INCHES NORTHWEST OF TRIANGULATION STATION
 TM0678'BLACKFOOT.
 TM0678'THE MARK IS 15 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0679 ***********************************************************************
 TM0679  DESIGNATION -  BLACKFOOT RM 2
 TM0679  PID         -  TM0679
 TM0679  STATE/COUNTY-  MT/GLACIER
 TM0679  USGS QUAD   -  BLACKFOOT (1968)
 TM0679
 TM0679                         *CURRENT SURVEY CONTROL
 TM0679  ___________________________________________________________________
 TM0679* NAD 83(1986)-  48 33 20.     (N)    112 54 29.     (W)     SCALED    
 TM0679* NAVD 88     -      1308.430  (meters)    4292.74   (feet)  ADJUSTED  
 TM0679  ___________________________________________________________________
 TM0679  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 TM0679  DYNAMIC HT  -        1308.407 (meters)    4292.67  (feet)  COMP
 TM0679  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 TM0679
 TM0679  VERT ORDER  -  FIRST     CLASS II
 TM0679
 TM0679.The horizontal coordinates were scaled from a topographic map and have
 TM0679.an estimated accuracy of +/- 6 seconds.
 TM0679
 TM0679.The orthometric height was determined by differential leveling
 TM0679.and adjusted by the National Geodetic Survey in June 1991..
 TM0679
 TM0679.The geoid height was determined by GEOID03.
 TM0679
 TM0679.The dynamic height is computed by dividing the NAVD 88
 TM0679.geopotential number by the normal gravity value computed on the
 TM0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0679.degrees latitude (g = 980.6199 gals.).
 TM0679
 TM0679.The modeled gravity was interpolated from observed gravity values.
 TM0679
 TM0679;                    North         East    Units  Estimated Accuracy
 TM0679;SPC MT       -   483,920.      348,560.      MT  (+/- 180 meters Scaled)
 TM0679
 TM0679                          SUPERSEDED SURVEY CONTROL
 TM0679
 TM0679.No superseded survey control is available for this station.
 TM0679
 TM0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU592798(NAD 83)
 TM0679_MARKER: DR = REFERENCE MARK DISK
 TM0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0679_SP_SET: CONCRETE POST
 TM0679_STAMPING: BLACKFOOT NO 2 1963
 TM0679_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0679+STABILITY: SURFACE MOTION
 TM0679
 TM0679  HISTORY     - Date     Condition        Report By
 TM0679  HISTORY     - 1963     MONUMENTED       CGS
 TM0679  HISTORY     - 1978     GOOD             NGS
 TM0679
 TM0679                          STATION DESCRIPTION
 TM0679
 TM0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0679'8.8 MI EAST FROM BROWNING.
 TM0679'8.8 MILES EAST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0679'BROWNING.  LOCATED AT THE TOP OF A KNOLL ACROSS THE HIGHWAY FROM A
 TM0679'POINT BETWEEN POWER POLES NUMBERS 753 AND 754, 285 FEET NORTHWEST
 TM0679'OF THE CENTERLINE OF THE HIGHWAY, 35 FEET AND 4 INCHES SOUTHWEST OF
 TM0679'TRIANGULATION STATION BLACKFOOT, AND 67 FEET AND 9 INCHES SOUTH OF RM
 TM0679'1.
 TM0679'THE MARK IS 15 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0754 ***********************************************************************
 TH0754  DESIGNATION -  BLACK=GREEN N BASE
 TH0754  PID         -  TH0754
 TH0754  STATE/COUNTY-  MT/VALLEY
 TH0754  USGS QUAD   -  FLAHERTY COULEE (1973)
 TH0754
 TH0754                         *CURRENT SURVEY CONTROL
 TH0754  ___________________________________________________________________
 TH0754* NAD 83(1992)-  48 59 44.34111(N)    105 56 43.10505(W)     ADJUSTED  
 TH0754* NAVD 88     -       885.     (meters)    2904.     (feet)  SCALED    
 TH0754  ___________________________________________________________________
 TH0754  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 TH0754  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TH0754
 TH0754  HORZ ORDER  -  THIRD
 TH0754
 TH0754.The horizontal coordinates were established by classical geodetic methods
 TH0754.and adjusted by the National Geodetic Survey in July 1992..
 TH0754
 TH0754.The orthometric height was scaled from a topographic map.
 TH0754
 TH0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0754
 TH0754.The geoid height was determined by GEOID03.
 TH0754
 TH0754;                    North         East     Units Scale Factor Converg.
 TH0754;SPC MT       -   533,285.488   860,035.933   MT  0.99999733   +2 36 01.0
 TH0754;SPC MT       - 1,749,624.30  2,821,640.20   iFT  0.99999733   +2 36 01.0
 TH0754;UTM  13      - 5,427,402.741   430,852.274   MT  0.99965874   -0 42 48.3
 TH0754
 TH0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0754!SPC MT       -   0.99986410  x   0.99999733  =   0.99986143
 TH0754!UTM  13      -   0.99986410  x   0.99965874  =   0.99952288
 TH0754
 TH0754:                Primary Azimuth Mark                     Grid Az
 TH0754:SPC MT       -  BOUNDARY MON 522 CD US                   357 52 43.2
 TH0754:UTM  13      -  BOUNDARY MON 522 CD US                   001 11 32.5
 TH0754
 TH0754|---------------------------------------------------------------------|
 TH0754| PID    Reference Object                     Distance      Geod. Az  |
 TH0754|                                                           dddmmss.s |
 TH0754| TH0804 BOUNDARY MON 522 CD US              440.678 METERS 0002844.2 |
 TH0754| TH0872 N 267                               APPROX. 1.9 KM 2945224.7 |
 TH0754|---------------------------------------------------------------------|
 TH0754
 TH0754                          SUPERSEDED SURVEY CONTROL
 TH0754
 TH0754  NAD 83(1986)-  48 59 44.34144(N)    105 56 43.10435(W) AD(       ) 3
 TH0754
 TH0754.Superseded values are not recommended for survey control.
 TH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0754.See file dsdata.txt to determine how the superseded data were derived.
 TH0754
 TH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ3085227403(NAD 83)
 TH0754_MARKER: DD = SURVEY DISK
 TH0754_SETTING: 0 = UNSPECIFIED SETTING
 TH0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0754
 TH0754  HISTORY     - Date     Condition        Report By
 TH0754  HISTORY     - 1910     MONUMENTED       IBC
 TH0754
 TH0754                          STATION DESCRIPTION
 TH0754
 TH0754'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0754'ON THE NORTH EDGE OF THE FLAT FORMING THE SOUTHERN LIMIT OF LOST
 TH0754'CHILD CREEK VALLEY, ABOUT 500 METERS SOUTH OF INTERNATIONAL BOUNDARY
 TH0754'MONUMENT 522.
 TH0754'
 TH0754'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TH0754'CONCRETE PIER NEARLY FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0831 ***********************************************************************
 TM0831  DESIGNATION -  BLACKLEAF
 TM0831  PID         -  TM0831
 TM0831  STATE/COUNTY-  MT/TETON
 TM0831  USGS QUAD   -  BLACKLEAF (1968)
 TM0831
 TM0831                         *CURRENT SURVEY CONTROL
 TM0831  ___________________________________________________________________
 TM0831* NAD 83(1992)-  48 00 29.08262(N)    112 33 56.51744(W)     ADJUSTED  
 TM0831* NAVD 88     -      1398.9    (meters)    4590.     (feet)  VERTCON   
 TM0831  ___________________________________________________________________
 TM0831  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 TM0831  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 TM0831
 TM0831  HORZ ORDER  -  FIRST
 TM0831
 TM0831.The horizontal coordinates were established by classical geodetic methods
 TM0831.and adjusted by the National Geodetic Survey in July 1992..
 TM0831
 TM0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0831
 TM0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0831
 TM0831.The geoid height was determined by GEOID03.
 TM0831
 TM0831;                    North         East     Units Scale Factor Converg.
 TM0831;SPC MT       -   422,067.672   371,419.513   MT  0.99954397   -2 14 33.3
 TM0831;SPC MT       - 1,384,736.46  1,218,567.96   iFT  0.99954397   -2 14 33.3
 TM0831;UTM  12      - 5,318,384.114   383,225.614   MT  0.99976756   -1 09 49.8
 TM0831
 TM0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0831!SPC MT       -   0.99978296  x   0.99954397  =   0.99932703
 TM0831!UTM  12      -   0.99978296  x   0.99976756  =   0.99955057
 TM0831
 TM0831:                Primary Azimuth Mark                     Grid Az
 TM0831:SPC MT       -  BLACKLEAF AZ MK                          043 30 44.6
 TM0831:UTM  12      -  BLACKLEAF AZ MK                          042 26 01.1
 TM0831
 TM0831|---------------------------------------------------------------------|
 TM0831| PID    Reference Object                     Distance      Geod. Az  |
 TM0831|                                                           dddmmss.s |
 TM0831| CN4006 BLACKLEAF AZ MK                                    0411611.3 |
 TM0831| ST0543 MOUNT WRIGHT LOOKOUT                APPROX.21.3 KM 2610846.1 |
 TM0831|---------------------------------------------------------------------|
 TM0831
 TM0831                          SUPERSEDED SURVEY CONTROL
 TM0831
 TM0831  NAD 83(1986)-  48 00 29.09087(N)    112 33 56.50132(W) AD(       ) 1
 TM0831  NAD 27      -  48 00 29.26500(N)    112 33 53.35700(W) AD(       ) 1
 TM0831  NGVD 29 (07/19/86) 1397.8    (m)         4586.     (f) VERT ANG       
 TM0831
 TM0831.Superseded values are not recommended for survey control.
 TM0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0831.See file dsdata.txt to determine how the superseded data were derived.
 TM0831
 TM0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU8322618384(NAD 83)
 TM0831_MARKER: Z = SEE DESCRIPTION
 TM0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0831
 TM0831  HISTORY     - Date     Condition        Report By
 TM0831  HISTORY     - 1940     MONUMENTED       CGS
 TM0831  HISTORY     - 1957     GOOD             USGS
 TM0831
 TM0831                          STATION DESCRIPTION
 TM0831
 TM0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 TM0831'STATION IS ABOUT 12 MILES WNW OF BYNUM, 2 MILES E OF THE
 TM0831'BLACKLEAF SCHOOL, 1/2 MILE SW OF THE RANCH BUILDINGS OF
 TM0831'THE CAMPBELL BEBEE LAND COMPANY (RUN BY S.A. RINGHAM), ON THE
 TM0831'E-W RIDGE BETWEEN MUDDY CREEK AND COW CREEK.  THE STATION
 TM0831'IS 0.1 MILE E OF A GATE ALONG TRACK ROAD LEADING THROUGH PASTURE
 TM0831'TO RANCH BUILDINGS, 11 FEET WSW OF A WHITE WITNESS POST, 21
 TM0831'FEET S OF THE CENTER LINE OF TRACK ROAD AND 15 FEET SW
 TM0831'OF S FENCE POST OF TWO.  IT IS A STANDARD BRONZE DISK SET
 TM0831'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 TM0831'THE DISK IS STAMPED BLACKLEAF 1940.
 TM0831'
 TM0831'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 TM0831'CONCRETE.
 TM0831'
 TM0831'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A 12-INCH
 TM0831'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 5 FEET
 TM0831'S OF CENTER LINE OF TRACK ROAD, 3 FEET N OF S ONE OF TWO FENCE
 TM0831'POSTS AND 4 FEET SE OF N ONE OF TWO FENCE POSTS.  THE DISK
 TM0831'IS STAMPED BLACKLEAF NO. 1, 1940 AND IS ON THE SAME LEVEL
 TM0831'AS STATION MARK.
 TM0831'
 TM0831'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A 12-INCH
 TM0831'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 45
 TM0831'FEET S OF THE CENTER LINE OF TRACK ROAD.  THE DISK IS STAMPED
 TM0831'BLACKLEAF NO. 2, 1940 AND IS ABOUT ON THE SAME LEVEL AS STATION
 TM0831'MARK.
 TM0831'
 TM0831'AZIMUTH MARK IS A STANDARD BRONZE DISK 2 FEET N OF A WHITE
 TM0831'WITNESS POST, 2 FEET SSW OF A T-FENCE, 8 INCHES W OF FENCE LINE,
 TM0831'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 TM0831'INCHES.  THE DISK IS STAMPED BLACKLEAF 1940.
 TM0831'
 TM0831'TO REACH THE AZIMUTH MARK FROM STATION, GO E AND N 0.5 MILE
 TM0831'ALONG TRACK ROAD TO RANCH BUILDINGS.  PASS BETWEEN HOUSE AND
 TM0831'BARN AND GO N FOR 0.1 MILE, CROSSING A SMALL WOODEN BRIDGE TO
 TM0831'TOP OF RIDGE.  TURN RIGHT, (E) AND FOLLOW THE TOP OF RIDGE
 TM0831'FOR 0.2 MILE TO T-FENCE AND MARK.
 TM0831'
 TM0831'TO REACH THE STATION FROM BYNUM, GO W ON GRAVEL ROAD 2 BLOCKS
 TM0831'TO A 2-STORY BRICK SCHOOLHOUSE.  TURN RIGHT, (N) AND GO 0.4
 TM0831'MILE TO CORNER.  TURN LEFT, (W) AND CONTINUE ON MAIN-TRAVELED
 TM0831'ROAD FOR 10.5 MILES TO CORNER.  TURN RIGHT, (N) AND GO 0.5
 TM0831'MILE TO CORNER.  TURN LEFT, (W) AND GO 0.4 MILE TO CORNER.
 TM0831'TURN RIGHT, (N) AND GO 0.3 MILE TO CORNER, HERE CONTINUE N
 TM0831'ALONG W SIDE OF FENCE (NO ROAD) FOR 0.2 MILE TO GATE AND TRACK
 TM0831'ROAD.  TURN RIGHT, (E) AND PASS THROUGH GATE FOLLOWING TRACK
 TM0831'ROAD 0.1 MILE TO STATION ON RIGHT.
 TM0831
 TM0831                          STATION RECOVERY (1957)
 TM0831
 TM0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TM0831'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN A 12 IN. SQUARE
 TM0831'CONCRETE MONUMENT THAT PROJECTS 3 IN., AND STAMPED ---BLACKLEAF
 TM0831'1940---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0521 ***********************************************************************
 QY0521  DESIGNATION -  BLACKTAIL
 QY0521  PID         -  QY0521
 QY0521  STATE/COUNTY-  MT/BEAVERHEAD
 QY0521  USGS QUAD   -  DILLON EAST (1979)
 QY0521
 QY0521                         *CURRENT SURVEY CONTROL
 QY0521  ___________________________________________________________________
 QY0521* NAD 83(1992)-  45 08 43.24715(N)    112 37 16.80349(W)     ADJUSTED  
 QY0521* NAVD 88     -      1621.11   (+/-2cm)    5318.6    (feet)  VERTCON   
 QY0521  ___________________________________________________________________
 QY0521  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 QY0521  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 QY0521
 QY0521  HORZ ORDER  -  THIRD
 QY0521  VERT ORDER  -  THIRD ? (See Below)
 QY0521
 QY0521.The horizontal coordinates were established by classical geodetic methods
 QY0521.and adjusted by the National Geodetic Survey in July 1992..
 QY0521
 QY0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0521.The vertical order pertains to the NGVD 29 superseded value.
 QY0521
 QY0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0521
 QY0521.The geoid height was determined by GEOID03.
 QY0521
 QY0521;                    North         East     Units Scale Factor Converg.
 QY0521;SPC MT       -   104,406.792   354,601.304   MT  0.99991587   -2 16 59.8
 QY0521;SPC MT       -   342,541.97  1,163,390.10   iFT  0.99991587   -2 16 59.8
 QY0521;UTM  12      - 5,000,375.380   372,537.605   MT  0.99979977   -1 08 58.3
 QY0521
 QY0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0521!SPC MT       -   0.99974765  x   0.99991587  =   0.99966354
 QY0521!UTM  12      -   0.99974765  x   0.99979977  =   0.99954747
 QY0521
 QY0521:                Primary Azimuth Mark                     Grid Az
 QY0521:SPC MT       -  DILLON                                   342 45 24.7
 QY0521:UTM  12      -  DILLON                                   341 37 23.2
 QY0521
 QY0521|---------------------------------------------------------------------|
 QY0521| PID    Reference Object                     Distance      Geod. Az  |
 QY0521|                                                           dddmmss.s |
 QY0521| QY0524 DILLON                              APPROX.11.1 KM 3402824.9 |
 QY0521|---------------------------------------------------------------------|
 QY0521
 QY0521                          SUPERSEDED SURVEY CONTROL
 QY0521
 QY0521  NAD 83(1986)-  45 08 43.23590(N)    112 37 16.79774(W) AD(       ) 3
 QY0521  NAD 27      -  45 08 43.52144(N)    112 37 13.71905(W) AD(       ) 3
 QY0521  NGVD 29 (07/19/86) 1619.92   (m)         5314.7    (f) LEVELING    3  
 QY0521
 QY0521.Superseded values are not recommended for survey control.
 QY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0521.See file dsdata.txt to determine how the superseded data were derived.
 QY0521
 QY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7253800375(NAD 83)
 QY0521_MARKER: DD = SURVEY DISK
 QY0521_SETTING: 0 = UNSPECIFIED SETTING
 QY0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0521
 QY0521  HISTORY     - Date     Condition        Report By
 QY0521  HISTORY     - 1950     MONUMENTED       USGS
 QY0521  HISTORY     - 1961     GOOD             USGS
 QY0521
 QY0521                          STATION DESCRIPTION
 QY0521
 QY0521'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0521'STATION IS ABOUT 5.5 MI. SSE. OF DILLON, MONTANA, IN SEC. 18, T 8 S,
 QY0521'R 8 W.
 QY0521'
 QY0521'TO REACH FROM DILLON POST OFFICE, GO E. ONE BLOCK TO JUNCTION U.S.
 QY0521'HIGHWAY 91.  TURN RIGHT, FOLLOW HIGHWAY 91 1.0 MI. TO JUNCTION
 QY0521'BLACKTAIL ROAD.  TURN LEFT ON MAIN TRAVELED RD. 0.7 MI. TO Y-RD.
 QY0521'TAKE RIGHT (SOUTHERLY) 3.5 MI. TO STREAM CROSSING, THENCE 0.2 MI.
 QY0521'ON BLACKTAIL ROAD TO IRON GATE ON RIGHT (W.), THE STATION SITE.
 QY0521'STATION IS 7 FT. W. OF N-S. FENCE AND 7 FT. N. OF E-W. FENCE, AND
 QY0521'21 FT. S. OF TRAIL RD.
 QY0521'
 QY0521'STATION MARK--STANDARD BRONZE TABLET, STAMPED---BLACKTAIL 1950---,
 QY0521'SET IN CONCRETE POST, PROJECTING 6 IN. ABOVE GROUND LEVEL.
 QY0521'
 QY0521'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE MARK, SET IN CONCRETE
 QY0521'POST, PROJECTING 6 IN. ABOVE GROUND LEVEL.  MARK STAMPED---BLACKTAIL
 QY0521'NO 1 1950---, 53.80 FT FROM STATION 82 DEGREES 47 MINUTES NE.
 QY0521'
 QY0521'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE MARK, SET IN CONCRETE
 QY0521'POST, PROJECTING 6 IN. ABOVE GROUND LEVEL.  MARK STAMPED---BLACKTAIL
 QY0521'NO. 2 1950---, 75.50 FT. FROM STATION 04 DEGREES 29
 QY0521'MINUTES.
 QY0521
 QY0521                          STATION RECOVERY (1961)
 QY0521
 QY0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QY0521'STATION IS ABOUT 5.5 MI. SSE. OF DILLON, MONTANA, IN SEC. 18, T 8 S,
 QY0521'R 8 W.
 QY0521'
 QY0521'TO REACH FROM DILLON POST OFFICE, GO E. ONE BLOCK TO JUNCTION U.S.
 QY0521'HIGHWAY 91.  TURN RIGHT, FOLLOW HIGHWAY 91, 1.0 MI. TO JUNCTION
 QY0521'BLACKTAIL RD.  TURN LEFT ON MAIN TRAVELED RD. 0.7 MI. TO Y-RD.  TAKE
 QY0521'RIGHT SOUTHERLY, 3.5 MI. TO STREAM CROSSING, THENCE 0.2 MI. ON
 QY0521'BLACKTAIL RD. TO IRON GATE ON RIGHT (W.), THE STATION SITE.  STATION
 QY0521'IS 7 FT. W. OF N-S. FENCE AND 7 FT. N. OF E-W. FENCE, AND 21 FT. S.
 QY0521'OF TRAIL RD.
 QY0521'
 QY0521'RECOVERED.
 QY0521'
 QY0521'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---BLACKTAIL 1950--- SET
 QY0521'IN CONCRETE POST, PROJECTING 6 IN. ABOVE GROUND LEVEL.
 QY0521'
 QY0521'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE MARK SET IN CONCRETE
 QY0521'POST, PROJECTING 6 IN. ABOVE GROUND LEVEL.  MARK STAMPED
 QY0521'---BLACKTAIL NO. 1 1950--- 53.80 FT. FROM STATION, S 82 DEG 47 MIN W.
 QY0521'
 QY0521'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE MARK SET IN CONCRETE
 QY0521'POST, PROJECTING 6 IN. ABOVE GROUND.  MARK IS STAMPED ---BLACKTAIL
 QY0521'NO. 2 1950--- 75.50 FT. FROM STATION, N 04 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0482 ***********************************************************************
 RW0482  DESIGNATION -  BLACKTAIL
 RW0482  PID         -  RW0482
 RW0482  STATE/COUNTY-  MT/GALLATIN
 RW0482  USGS QUAD   -  BLACKTAIL MOUNTAIN (1986)
 RW0482
 RW0482                         *CURRENT SURVEY CONTROL
 RW0482  ___________________________________________________________________
 RW0482* NAD 83(1992)-  46 01 46.93568(N)    111 04 33.37497(W)     ADJUSTED  
 RW0482* NAVD 88     -      2554.6    (meters)    8381.     (feet)  VERTCON   
 RW0482  ___________________________________________________________________
 RW0482  LAPLACE CORR-           9.65  (seconds)                    DEFLEC99
 RW0482  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 RW0482
 RW0482  HORZ ORDER  -  THIRD
 RW0482
 RW0482.The horizontal coordinates were established by classical geodetic methods
 RW0482.and adjusted by the National Geodetic Survey in July 1992..
 RW0482
 RW0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0482
 RW0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0482
 RW0482.The geoid height was determined by GEOID03.
 RW0482
 RW0482;                    North         East     Units Scale Factor Converg.
 RW0482;SPC MT       -   199,005.057   478,052.579   MT  0.99953836   -1 09 10.1
 RW0482;SPC MT       -   652,903.73  1,568,413.97   iFT  0.99953836   -1 09 10.1
 RW0482;UTM  12      - 5,097,350.661   494,123.132   MT  0.99960042   -0 03 16.7
 RW0482
 RW0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0482!SPC MT       -   0.99960145  x   0.99953836  =   0.99913999
 RW0482!UTM  12      -   0.99960145  x   0.99960042  =   0.99920202
 RW0482
 RW0482:                Primary Azimuth Mark                     Grid Az
 RW0482:SPC MT       -  HORSE MTN                                138 37 16.6
 RW0482:UTM  12      -  HORSE MTN                                137 31 23.2
 RW0482
 RW0482|---------------------------------------------------------------------|
 RW0482| PID    Reference Object                     Distance      Geod. Az  |
 RW0482|                                                           dddmmss.s |
 RW0482| RW0481 HORSE MTN                           APPROX. 4.3 KM 1372806.5 |
 RW0482|---------------------------------------------------------------------|
 RW0482
 RW0482                          SUPERSEDED SURVEY CONTROL
 RW0482
 RW0482  NAD 83(1986)-  46 01 46.92360(N)    111 04 33.35270(W) AD(       ) 3
 RW0482  NAD 27      -  46 01 47.16716(N)    111 04 30.49362(W) AD(       ) 3
 RW0482  NGVD 29 (07/19/86) 2553.4    (m)         8377.     (f) VERT ANG       
 RW0482
 RW0482.Superseded values are not recommended for survey control.
 RW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0482.See file dsdata.txt to determine how the superseded data were derived.
 RW0482
 RW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR9412397351(NAD 83)
 RW0482_MARKER: DD = SURVEY DISK
 RW0482_SETTING: 66 = SET IN ROCK OUTCROP
 RW0482_SP_SET: SET IN BEDROCK
 RW0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0482+STABILITY: POSITION/ELEVATION WELL
 RW0482
 RW0482  HISTORY     - Date     Condition        Report By
 RW0482  HISTORY     - 1948     MONUMENTED       USGS
 RW0482
 RW0482                          STATION DESCRIPTION
 RW0482
 RW0482'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0482'STATION IS LOCATED ON A ROCKY KNOLL, ON THE FLAT TOP OF BLACKTAIL
 RW0482'MOUNTAIN, WHICH IS THE HIGHEST POINT OF THE MOUNTAIN.
 RW0482'
 RW0482'TO REACH STATION FROM THE TOWN OF BELGRADE, PROCEED N. FROM THE
 RW0482'JUNCTION OF U.S. HIGHWAY 10 AND BROADWAY, ALONG BROADWAY AND A GRAVEL
 RW0482'RD. FOR 8.5 MI. TO A T-RD. FORK AT A SERVICE STATION, TURN RIGHT AND
 RW0482'CONTINUE N. ALONG MAIN TRAVELED RD. FOR 10.5 MI. TO FORKS OF TWO RDS.
 RW0482'LEADING TO MAUDLOW, CONTINUE N. ON RIGHT FORK FOR 3.4 MI. TO A T-RD.,
 RW0482'TURN RIGHT AND GO E. FOR 0.8 MI. TO RD. FORK, TAKE LEFT FORK AND
 RW0482'CONTINUE E. FOR 2.8 MI., THENCE TURN RIGHT (S.) THROUGH FENCE AND
 RW0482'DRIVE ALONG GRASSY SPUR FOR 1.6 MI. TO TIMBER LINE, THENCE CONTINUE
 RW0482'BY FOOT UP TIMBERED SPUR AND RIDGE TO TOP OF MOUNTAIN AND STATION
 RW0482'SITE, A 1-1/2 HOUR PACK.
 RW0482'
 RW0482'STATION MARK--STANDARD TABLET, NOT STAMPED, SET IN BEDROCK.
 RW0482'
 RW0482'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN BEDROCK, 21.28 FT.
 RW0482'FROM STATION, N 01 DEG 34 MIN E.
 RW0482'
 RW0482'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN BEDROCK, 14.05 FT.
 RW0482'FROM STATION, N 68 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0827 ***********************************************************************
 TM0827  DESIGNATION -  BLACKTAIL
 TM0827  PID         -  TM0827
 TM0827  STATE/COUNTY-  MT/GLACIER
 TM0827  USGS QUAD   -  ROCKY RIDGE (1968)
 TM0827
 TM0827                         *CURRENT SURVEY CONTROL
 TM0827  ___________________________________________________________________
 TM0827* NAD 83(1992)-  48 23 57.85544(N)    112 36 09.03059(W)     ADJUSTED  
 TM0827* NAVD 88     -      1358.2    (meters)    4456.     (feet)  VERTCON   
 TM0827  ___________________________________________________________________
 TM0827  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 TM0827  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 TM0827
 TM0827  HORZ ORDER  -  FIRST
 TM0827
 TM0827.The horizontal coordinates were established by classical geodetic methods
 TM0827.and adjusted by the National Geodetic Survey in July 1992..
 TM0827
 TM0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0827
 TM0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0827
 TM0827.The geoid height was determined by GEOID03.
 TM0827
 TM0827;                    North         East     Units Scale Factor Converg.
 TM0827;SPC MT       -   465,637.909   370,398.868   MT  0.99968713   -2 16 10.2
 TM0827;SPC MT       - 1,527,683.43  1,215,219.38   iFT  0.99968713   -2 16 10.2
 TM0827;UTM  12      - 5,361,934.446   381,387.498   MT  0.99977286   -1 11 54.5
 TM0827
 TM0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0827!SPC MT       -   0.99978945  x   0.99968713  =   0.99947665
 TM0827!UTM  12      -   0.99978945  x   0.99977286  =   0.99956236
 TM0827
 TM0827:                Primary Azimuth Mark                     Grid Az
 TM0827:SPC MT       -  BLACKTAIL AZ MK                          053 30 46.9
 TM0827:UTM  12      -  BLACKTAIL AZ MK                          052 26 31.2
 TM0827
 TM0827|---------------------------------------------------------------------|
 TM0827| PID    Reference Object                     Distance      Geod. Az  |
 TM0827|                                                           dddmmss.s |
 TM0827| CN4007 BLACKTAIL AZ MK                                    0511436.7 |
 TM0827| TM0824 VALIER MUNICIPAL TANK               APPROX.27.7 KM 1123005.0 |
 TM0827| CN4009 BLACKTAIL RM 2                        5.060 METERS 15029     |
 TM0827| CN4008 BLACKTAIL RM 1                       16.973 METERS 32454     |
 TM0827|---------------------------------------------------------------------|
 TM0827
 TM0827                          SUPERSEDED SURVEY CONTROL
 TM0827
 TM0827  NAD 83(1986)-  48 23 57.86256(N)    112 36 09.02362(W) AD(       ) 1
 TM0827  NAD 27      -  48 23 57.94762(N)    112 36 05.81721(W) AD(       ) 1
 TM0827  NGVD 29 (07/19/86) 1357.1    (m)         4452.     (f) VERT ANG       
 TM0827
 TM0827.Superseded values are not recommended for survey control.
 TM0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0827.See file dsdata.txt to determine how the superseded data were derived.
 TM0827
 TM0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU8138761934(NAD 83)
 TM0827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0827_SETTING: 80 = SET IN A BOULDER
 TM0827_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TM0827
 TM0827  HISTORY     - Date     Condition        Report By
 TM0827  HISTORY     - 1964     MONUMENTED       CGS
 TM0827
 TM0827                          STATION DESCRIPTION
 TM0827
 TM0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0827'THE STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF BROWNING,
 TM0827'19-1/2 MILES SOUTHWEST OF CUT BANK, 17 MILES WEST NORTHWEST OF
 TM0827'VALIER, 2 MILES NORTHEAST OF U.S. HIGHWAY 89 ON THE HIGHEST
 TM0827'POINT OF A LONG EAST-WEST RIDGE.
 TM0827'
 TM0827'TO REACH THE STATION FROM THE POST OFFICE IN VALIER, GO WEST
 TM0827'ON STATE HIGHWAY 216 FOR 14.0 MILES TO THE JUNCTION OF U.S.
 TM0827'HIGHWAY 89.  TURN RIGHT ON U.S. HIGHWAY 89 AND GO NORTHWEST FOR
 TM0827'3.1 MILES TO A BRIDGE OVER BLACKTAIL CREEK, CONTINUE AHEAD
 TM0827'FOR 3.05 MILES TO A TRACK ROAD AND A WIRE GATE ON THE RIGHT.
 TM0827'TURN RIGHT, PASSING THROUGH THE GATE AND FOLLOW THE TRACK
 TM0827'ROAD FOR 0.5 MILE TO A VERY DIM TRACK ROAD ON THE LEFT.  TURN
 TM0827'LEFT AND FOLLOW THE TRACK ROAD UPHILL, NORTH, TO THE TOP OF THE
 TM0827'RIDGE THENCE NORTH ACROSS THE RIDGE TOP FOR A TOTAL OF 0.55
 TM0827'MILE TO THE RIDGE BACKBONE.  THE AZIMUTH MARK IS 0.1 MILE
 TM0827'EAST OF THIS POINT.  TURN LEFT, WEST, AND FOLLOW DIM TRACKS
 TM0827'FOR 0.2 MILE ALONG THE TOP OF THE RIDGE TO THE HIGHEST POINT
 TM0827'AND THE STATION.
 TM0827'
 TM0827'THE STATION MARK IS A STANDARD DISK, STAMPED BLACKTAIL 1964,
 TM0827'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT IS FLUSH
 TM0827'WITH THE GROUND.  IT IS 6.4 FEET EAST OF A WITNESS POST AND ON THE
 TM0827'HIGHEST POINT OF THE HILL.
 TM0827'
 TM0827'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACKTAIL NO
 TM0827'1 1964, CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 2 FOOT BOULDER
 TM0827'THAT PROJECTS 2 INCHES ON THE WEST AND 6 INCHES ON THE EAST
 TM0827'SIDE.  IT IS ON A NORTH STEP OF THE RIDGE, 6.9 FEET LOWER THAN
 TM0827'THE STATION.
 TM0827'
 TM0827'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACKTAIL NO 2
 TM0827'1964, CEMENTED IN A DRILL HOLE IN A 1 BY 2-1/2 FOOT BOULDER
 TM0827'THAT PROJECTS 8 INCHES.  IT IS ON THE SOUTH SLOPE ON THE HILL,
 TM0827'14.4 FEET SOUTH SOUTHEAST OF THE WITNESS POST AND AT ABOUT
 TM0827'THE SAME ELEVATION AS THE STATION.
 TM0827'
 TM0827'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACKTAIL 1964,
 TM0827'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS
 TM0827'4 INCHES.  IT IS ON THE NORTH EDGE OF THE EAST-WEST RIDGE,
 TM0827'3.3 FEET WEST NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0576 ***********************************************************************
 RU0576  DESIGNATION -  BLACKTAIL
 RU0576  PID         -  RU0576
 RU0576  STATE/COUNTY-  MT/ROSEBUD
 RU0576  USGS QUAD   -  VANSTEL (1965)
 RU0576
 RU0576                         *CURRENT SURVEY CONTROL
 RU0576  ___________________________________________________________________
 RU0576* NAD 83(1992)-  46 47 40.20830(N)    106 58 16.15920(W)     ADJUSTED  
 RU0576* NAVD 88     -      1052.     (meters)    3451.     (feet)  VERTCON   
 RU0576  ___________________________________________________________________
 RU0576  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 RU0576  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 RU0576
 RU0576  HORZ ORDER  -  FIRST
 RU0576
 RU0576.The horizontal coordinates were established by classical geodetic methods
 RU0576.and adjusted by the National Geodetic Survey in July 1992..
 RU0576
 RU0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0576
 RU0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0576
 RU0576.The geoid height was determined by GEOID03.
 RU0576
 RU0576;                    North         East     Units Scale Factor Converg.
 RU0576;SPC MT       -   285,860.891   792,920.602   MT  0.99939985   +1 50 59.5
 RU0576;SPC MT       -   937,863.82  2,601,445.54   iFT  0.99939985   +1 50 59.5
 RU0576;UTM  13      - 5,184,214.804   349,569.993   MT  0.99987814   -1 26 13.4
 RU0576
 RU0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0576!SPC MT       -   0.99983750  x   0.99939985  =   0.99923745
 RU0576!UTM  13      -   0.99983750  x   0.99987814  =   0.99971566
 RU0576
 RU0576|---------------------------------------------------------------------|
 RU0576| PID    Reference Object                     Distance      Geod. Az  |
 RU0576|                                                           dddmmss.s |
 RU0576| CQ5124 BLACKTAIL RM 1                        9.765 METERS 01219     |
 RU0576| CQ5125 BLACKTAIL RM 2                        8.895 METERS 08333     |
 RU0576| RU0571 STROMSET                            APPROX.17.1 KM 0900004.9 |
 RU0576|---------------------------------------------------------------------|
 RU0576
 RU0576                          SUPERSEDED SURVEY CONTROL
 RU0576
 RU0576  NAD 83(1986)-  46 47 40.20297(N)    106 58 16.12518(W) AD(       ) 1
 RU0576  NAD 27      -  46 47 40.22000(N)    106 58 13.90200(W) AD(       ) 1
 RU0576  NGVD 29 (07/19/86) 1051.     (m)         3448.     (f) VERT ANG       
 RU0576
 RU0576.Superseded values are not recommended for survey control.
 RU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0576.See file dsdata.txt to determine how the superseded data were derived.
 RU0576
 RU0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM4957084215(NAD 83)
 RU0576_MARKER: DS = TRIANGULATION STATION DISK
 RU0576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RU0576_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RU0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0576
 RU0576  HISTORY     - Date     Condition        Report By
 RU0576  HISTORY     - 1934     MONUMENTED       CGS
 RU0576  HISTORY     - 1957     GOOD             USGS
 RU0576  HISTORY     - 1965     GOOD             USGS
 RU0576
 RU0576                          STATION DESCRIPTION
 RU0576
 RU0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0576'STATION IS ON A LONE HIGH BUTTE, LOCALLY KNOWN AS BLACKTAIL
 RU0576'BUTTE, WHICH IS AT THE SOUTH END OF ACORN BENCH, (THE DIVIDE
 RU0576'BETWEEN BIG AND LITTLE PORCUPINE CREEKS WHICH ARE WEST AND
 RU0576'EAST RESPECTIVELY) IN THE CENTER OF SEC. 17, T. 12 N., R. 38 E,
 RU0576'WEST OF THE VANSTED RANCH 3.0 MILES AND ABOUT 24 MILES NORTHEAST
 RU0576'OF INGOMAR.
 RU0576'
 RU0576'STATION REACHED FROM INGOMAR BY GOING EAST ON THE FORSYTH ROAD
 RU0576'0.9 MILE, TURN LEFT (NORTH) AND FOLLOW THE MAIN GRADED ROAD,
 RU0576'CROSSING THE RAILROAD TRACKS, FOR 1.5 MILES, TURN LEFT (NORTH)
 RU0576'GO 2.5 MILES, TAKE LEFT FORK GO NORTHEAST 6.3 MILES, TAKE
 RU0576'THE LEFT FORK AT OLD SCHOOLHOUSE AND FOLLOW THE GRADED ROAD
 RU0576'NORTHEAST 16.5 MILES TO THE TOP OF ACORN BENCH AND A FENCE
 RU0576'CORNER ON THE LEFT, CONTINUE EAST ON THE SECTION-LINE ROAD 3.5
 RU0576'MILES, THEN SOUTH AND EAST ON THE GRADED ROAD 1.2 MILES, TAKE
 RU0576'LEFT FORK AND GO 2.0 MILES TO A POINT EAST OF THE BENCH,
 RU0576'TURN RIGHT ON A DIM TRACK ROAD AND GO 0.7 MILE TO THE SADDLE AND
 RU0576'END OF TRUCK TRAVEL, JUST SOUTH OF THE BUTTE AND STATION.  A
 RU0576'4-MINUTE PACK.
 RU0576'
 RU0576'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 RU0576'BEDROCK.
 RU0576'
 RU0576'NOTE--STATION STROMSET CAN BE REACHED FROM STATION BLACKTAIL
 RU0576'BY CONTINUING EAST ON THE GRADED ROAD 1.8 MILES, TAKE RIGHT
 RU0576'FORK GO 2.2 MILES TO THE SAUR MAILBOX AT THE CORNER OF THE CHURCH
 RU0576'YARD, CONTINUE EAST ON THE GRADED ROAD 5.3 MILES AND CROSS THE
 RU0576'WASH, TAKE THE LEFT FORK, GO 2.6 MILES, TAKE RIGHT FORK
 RU0576'GO 0.4 MILE TO THE TOP OF THE DIVIDE, TURN LEFT, GO 1.0 MILE
 RU0576'TO A FENCE RUNNING EAST AND WEST, THEN LEFT, EAST, 0.2 MILE TO
 RU0576'THE HIGHEST POINT AND STATION.
 RU0576
 RU0576                          STATION RECOVERY (1957)
 RU0576
 RU0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RU0576'STATION RECOVERED IN GOOD CONDITION.
 RU0576'
 RU0576'TO REACH STATION FROM VANANDA, GO NORTH 10.2 MILES ON MAIN
 RU0576'GRADED ROAD TO LEFT TURN, TAKE RIGHT FORK NORTH 15.0 MILES TO
 RU0576'LEFT TURN IN MAIN ROAD, TAKE RIGHT FORK NORTH 1.0 MILES, THEN
 RU0576'RIGHT 2.0 MILES, THEN LEFT 3.0 MILES TO JUNCTION, CONTINUE
 RU0576'STRAIGHT AHEAD NORTH 0.5 MILES TO FORKS, TAKE LEFT FORK 1.1
 RU0576'MILES CONTINUING STRAIGHT AHEAD AT TWO DIM FORKS, THEN 1.3
 RU0576'MILES MORE AND LEAVE ROAD TO LEFT AND GO 0.5 MILE CROSS COUNTRY
 RU0576'TO END OF TRUCK TRAVEL AT BASE OF LONE BUTTE AT SOUTH END OF
 RU0576'MAIN BENCH.  A 5 MINUTE PACK IS REQUIRED TO REACH TOP.
 RU0576
 RU0576                          STATION RECOVERY (1965)
 RU0576
 RU0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RU0576'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46106-4, STATION 1001.
 RU0576'
 RU0576'RECOVERED BY USGS IN 1957 AND 1965.
 RU0576'
 RU0576'STATION MARK--USC AND GS STANDARD TABLET STAMPED---BLACKTAIL 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0732 ***********************************************************************
 RV0732  DESIGNATION -  BLACKTAIL
 RV0732  PID         -  RV0732
 RV0732  STATE/COUNTY-  MT/FERGUS
 RV0732  USGS QUAD   -  FORESTGROVE (1970)
 RV0732
 RV0732                         *CURRENT SURVEY CONTROL
 RV0732  ___________________________________________________________________
 RV0732* NAD 83(1992)-  46 53 57.01597(N)    109 00 30.91318(W)     ADJUSTED  
 RV0732* NAVD 88     -      1688.9    (meters)    5541.     (feet)  VERTCON   
 RV0732  ___________________________________________________________________
 RV0732  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 RV0732  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 RV0732
 RV0732  HORZ ORDER  -  FIRST
 RV0732
 RV0732.The horizontal coordinates were established by classical geodetic methods
 RV0732.and adjusted by the National Geodetic Survey in July 1992..
 RV0732
 RV0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0732
 RV0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0732
 RV0732.The geoid height was determined by GEOID03.
 RV0732
 RV0732;                    North         East     Units Scale Factor Converg.
 RV0732;SPC MT       -   294,492.469   637,422.245   MT  0.99939459   +0 21 34.1
 RV0732;SPC MT       -   966,182.64  2,091,280.33   iFT  0.99939459   +0 21 34.1
 RV0732;UTM  12      - 5,195,884.492   651,680.919   MT  0.99988278   +1 27 15.5
 RV0732
 RV0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0732!SPC MT       -   0.99973728  x   0.99939459  =   0.99913203
 RV0732!UTM  12      -   0.99973728  x   0.99988278  =   0.99962009
 RV0732
 RV0732|---------------------------------------------------------------------|
 RV0732| PID    Reference Object                     Distance      Geod. Az  |
 RV0732|                                                           dddmmss.s |
 RV0732| CQ5129 BLACKTAIL RM 3                        7.566 METERS 01242     |
 RV0732| CQ5127 BLACKTAIL RM 1                        6.659 METERS 05633     |
 RV0732| CQ5126 BLACKTAIL AZ MK                                    1113313.6 |
 RV0732| RV0743 GREAT FALLS BILLINGS AWY BN 48      APPROX.20.3 KM 2521139.7 |
 RV0732| CQ5128 BLACKTAIL RM 2                       15.852 METERS 26540     |
 RV0732|---------------------------------------------------------------------|
 RV0732
 RV0732                          SUPERSEDED SURVEY CONTROL
 RV0732
 RV0732  NAD 83(1986)-  46 53 57.01284(N)    109 00 30.88989(W) AD(       ) 1
 RV0732  NAD 27      -  46 53 57.12600(N)    109 00 28.31400(W) AD(       ) 1
 RV0732  NGVD 29 (07/19/86) 1688.0    (m)         5538.     (f) VERT ANG       
 RV0732
 RV0732.Superseded values are not recommended for survey control.
 RV0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0732.See file dsdata.txt to determine how the superseded data were derived.
 RV0732
 RV0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS5168195884(NAD 83)
 RV0732_MARKER: DS = TRIANGULATION STATION DISK
 RV0732_SETTING: 0 = UNSPECIFIED SETTING
 RV0732
 RV0732  HISTORY     - Date     Condition        Report By
 RV0732  HISTORY     - 1949     MONUMENTED       CGS
 RV0732  HISTORY     - 1961     GOOD             CGS
 RV0732
 RV0732                          STATION DESCRIPTION
 RV0732
 RV0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RV0732'STATION IS ABOUT 8 MILES SOUTHEAST OF FOREST GROVE, NEAR
 RV0732'THE SOUTHWEST END OF A PROMINENT TIMBERED RIDGE, WHICH IS
 RV0732'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 RV0732'
 RV0732'TO REACH THE STATION FROM THE POST OFFICE IN FOREST GROVE,
 RV0732'GO SOUTH 0.5 MILE TO THE FOREST GROVE SCHOOL, BEAR RIGHT WITH
 RV0732'THE MAIN ROAD AND GO SOUTHEASTERLY 9.85 MILES TO FARM
 RV0732'BUILDINGS ON THE LEFT, CONTINUE SOUTH 1.6 MILES TO A GATE ON
 RV0732'THE LEFT, TURN LEFT, PASS THROUGH THE GATE AND FOLLOW A TRACK
 RV0732'ROAD NORTH FOR 1.5 MILES TO A SADDLE, TURN SHARP LEFT AND
 RV0732'GO WESTERLY UPHILL 0.6 MILE TO THE STATION.  TO REACH THE
 RV0732'AZIMUTH MARK FROM THE STATION GO EAST 0.7 MILE TO THE MARK.
 RV0732'
 RV0732'STATION MARK IS A STANDARD UNITED STATES COAST AND GEODETIC
 RV0732'SURVEY, BRONZE TRIANGULATION STATION DISK BRAZED TO THE TOP
 RV0732'OF A 3-INCH IRON PIPE THAT PROJECTS 12 INCHES.  THE DISK
 RV0732'IS STAMPED BLACKTAIL 1949.
 RV0732'
 RV0732'REFERENCE MARK NO. 1 IS STAMPED BLACKTAIL NO 1 1949, AND
 RV0732'IT IS FLUSH WITH THE GROUND.
 RV0732'
 RV0732'REFERENCE MARK NO. 2 IS STAMPED BLACKTAIL NO 2 1949, AND IT IS
 RV0732'FLUSH WITH THE GROUND.
 RV0732'
 RV0732'THE AZIMUTH MARK IS EAST OF THE STATION, ON THE NORTH SLOPE
 RV0732'OF THE FIRST HILL.  IT IS 25 FEET NORTH OF A FENCE AND 5 FEET
 RV0732'SOUTHWEST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE
 RV0732'GROUND AND THE DISK IS STAMPED BLACKTAIL 1949.
 RV0732'
 RV0732'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 RV0732'IN A BOULDER.
 RV0732'
 RV0732'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK ARE STANDARD DISKS
 RV0732'SET IN DRILL HOLES IN BEDROCK.
 RV0732'
 RV0732'STATIONS WILLOW, BALD BUTTE, BALDY, SKAGGS (USGS) AND BOYD
 RV0732'ARE VISIBLE FROM THE GROUND.
 RV0732
 RV0732                          STATION RECOVERY (1961)
 RV0732
 RV0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 RV0732'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 RV0732'THE EXCEPTION OF REFERENCE MARK NO. 1 WHICH HAS BEEN DESTROYED.
 RV0732'
 RV0732'THE STATION IS ABOUT 8 MILES SOUTHEAST OF FOREST GRAVE, NEAR
 RV0732'THE SOUTHWEST END OF A PROMINENT TIMBERED RIDGE, WHICH IS THE
 RV0732'HIGHEST POINT IN THE VICINITY.
 RV0732'
 RV0732'TO REACH THE STATION FROM THE POST OFFICE IN FOREST GRAVE,
 RV0732'GO SOUTH 0.5 MILE TO THE FOREST GROVE SCHOOL, BEAR RIGHT WITH
 RV0732'THE MAIN ROAD AND GO SOUTHEASTERLY 9.85 MILES TO FARM BUILDINGS
 RV0732'ON THE LEFT, CONTINUE SOUTH FOR 1.6 MILES TO A GATE ON THE
 RV0732'LEFT, TURN LEFT THROUGH THE GATE AND FOLOW A TRACK ROAD NORTH
 RV0732'FOR 1.5 MILES TO A SADDLE, TURN SHARP LEFT AND GO WESTERLY
 RV0732'UPHILL FOR 0.6 MILE TO THE STATION.  TO REACH THE AZIMUTH
 RV0732'MARK FROM THE STATION, GO EAST 0.7 MILE TO THE MARK.
 RV0732'
 RV0732'THE STATION MARK IS A STANDARD DISK STAMPED BLACKTAIL 1949,
 RV0732'THAT IS BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 RV0732'12 INCHES AND IS 18 FEET NORTH OF AN 8-INCH PINE TREE.
 RV0732'
 RV0732'R.M. 2 IS A STANDARD DISK STAMPED BLACKTAIL NO 2 1949, SET
 RV0732'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 49 FEET WEST
 RV0732'OF THE 8-INCH PINE TREE.
 RV0732'
 RV0732'R.M. 3 IS A STANDARD DISK STAMPED BLACKTAIL NO 3 1961, SET
 RV0732'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 42
 RV0732'FEET NORTH OF THE 8-INCH PINE TREE.
 RV0732'
 RV0732'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACKTAIL 1949,
 RV0732'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 25
 RV0732'FEET NORTH OF A FENCE AND 4.4 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0821 ***********************************************************************
 TN0821  DESIGNATION -  BLACKTAIL LO ET
 TN0821  PID         -  TN0821
 TN0821  STATE/COUNTY-  MT/FLATHEAD
 TN0821  USGS QUAD   -  LION MOUNTAIN (1994)
 TN0821
 TN0821                         *CURRENT SURVEY CONTROL
 TN0821  ___________________________________________________________________
 TN0821* NAD 83(1992)-  48 00 38.92491(N)    114 21 49.41037(W)     ADJUSTED  
 TN0821* NAVD 88     -      2064.5    (meters)    6773.     (feet)  VERTCON   
 TN0821  ___________________________________________________________________
 TN0821  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 TN0821  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 TN0821
 TN0821  HORZ ORDER  -  THIRD
 TN0821
 TN0821.The horizontal coordinates were established by classical geodetic methods
 TN0821.and adjusted by the National Geodetic Survey in July 1992..
 TN0821
 TN0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0821
 TN0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0821
 TN0821.The geoid height was determined by GEOID03.
 TN0821
 TN0821;                    North         East     Units Scale Factor Converg.
 TN0821;SPC MT       -   429,155.587   237,516.879   MT  0.99954481   -3 33 28.2
 TN0821;SPC MT       - 1,407,990.77    779,254.85   iFT  0.99954481   -3 33 28.2
 TN0821;UTM  11      - 5,320,864.995   696,605.950   MT  1.00007499   +1 57 36.3
 TN0821
 TN0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0821!SPC MT       -   0.99967896  x   0.99954481  =   0.99922391
 TN0821!UTM  11      -   0.99967896  x   1.00007499  =   0.99975392
 TN0821
 TN0821:                Primary Azimuth Mark                     Grid Az
 TN0821:SPC MT       -  SOMERS                                   058 51 35.1
 TN0821:UTM  11      -  SOMERS                                   053 20 30.6
 TN0821
 TN0821|---------------------------------------------------------------------|
 TN0821| PID    Reference Object                     Distance      Geod. Az  |
 TN0821|                                                           dddmmss.s |
 TN0821| TN0451 SOMERS                              APPROX.12.8 KM 0551806.9 |
 TN0821|---------------------------------------------------------------------|
 TN0821
 TN0821                          SUPERSEDED SURVEY CONTROL
 TN0821
 TN0821  NAD 83(1986)-  48 00 38.93318(N)    114 21 49.40094(W) AD(       ) 3
 TN0821  NAD 27      -  48 00 39.09355(N)    114 21 45.94986(W) AD(       ) 3
 TN0821  NGVD 29 (07/19/86) 2063.3    (m)         6769.     (f) VERT ANG       
 TN0821
 TN0821.Superseded values are not recommended for survey control.
 TN0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0821.See file dsdata.txt to determine how the superseded data were derived.
 TN0821
 TN0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9660620865(NAD 83)
 TN0821_MARKER: 57 = LOOKOUT TOWER
 TN0821
 TN0821  HISTORY     - Date     Condition        Report By
 TN0821  HISTORY     - 1960     FIRST OBSERVED   USGS
 TN0821
 TN0821                          STATION DESCRIPTION
 TN0821
 TN0821'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 TN0821'STATION IS ABOUT 8 MI. SW. OF SOMERS, MONTANA, AND ABOUT 6 MI. W. OF
 TN0821'LAKESIDE, MONTANA, ON TOP OF HIGH MOUNTAIN LOCALLY KNOWN AS BLACKTAIL
 TN0821'MOUNTAIN.
 TN0821'
 TN0821'TO REACH FROM LAKESIDE, MONTANA, GO S. ON U.S. HIGHWAY 93 0.3 MI. TO A
 TN0821'GRADED RD. W., TURN RIGHT (W.) AND GO 13.8 MI. TO HIGHEST PART OF
 TN0821'MOUNTAIN AND STATION SITE.
 TN0821'
 TN0821'STATION MARK--FIRE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0820 ***********************************************************************
 TN0820  DESIGNATION -  BLACKTAIL MOUNTAIN LOOKOUT
 TN0820  PID         -  TN0820
 TN0820  STATE/COUNTY-  MT/FLATHEAD
 TN0820  USGS QUAD   -  LION MOUNTAIN (1994)
 TN0820
 TN0820                         *CURRENT SURVEY CONTROL
 TN0820  ___________________________________________________________________
 TN0820* NAD 83(1992)-  48 00 39.16975(N)    114 21 52.03156(W)     ADJUSTED  
 TN0820* NAVD 88     -                                                        
 TN0820  ___________________________________________________________________
 TN0820  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 TN0820  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 TN0820
 TN0820  HORZ ORDER  -  THIRD
 TN0820
 TN0820.The horizontal coordinates were established by classical geodetic methods
 TN0820.and adjusted by the National Geodetic Survey in July 1992..
 TN0820
 TN0820
 TN0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0820
 TN0820.The geoid height was determined by GEOID03.
 TN0820
 TN0820;                    North         East     Units Scale Factor Converg.
 TN0820;SPC MT       -   429,166.501   237,463.154   MT  0.99954483   -3 33 30.1
 TN0820;SPC MT       - 1,408,026.58    779,078.59   iFT  0.99954483   -3 33 30.1
 TN0820;UTM  11      - 5,320,870.696   696,551.395   MT  1.00007472   +1 57 34.4
 TN0820
 TN0820                          SUPERSEDED SURVEY CONTROL
 TN0820
 TN0820  NAD 83(1986)-  48 00 39.18091(N)    114 21 52.01957(W) AD(       ) 4
 TN0820  NAD 27      -  48 00 39.36881(N)    114 21 48.54177(W) AD(       ) 3
 TN0820
 TN0820.Superseded values are not recommended for survey control.
 TN0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0820.See file dsdata.txt to determine how the superseded data were derived.
 TN0820
 TN0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9655120871(NAD 83)
 TN0820
 TN0820  HISTORY     - Date     Condition        Report By
 TN0820  HISTORY     - 1940     MONUMENTED       CGS
 TN0820
 TN0820                          STATION DESCRIPTION
 TN0820
 TN0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 TN0820'BLACKTAIL MOUNTAIN FOREST SERVICE LOOKOUT TOWER IS IN THE
 TN0820'FLATHEAD NATIONAL FOREST, 12-1/2 MILES S OF KALISPELL, 6-1/2
 TN0820'MILES W OF FLATHEAD LAKE AND 6 MILES W OF LAKESIDE.  THE TOP
 TN0820'OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0534 ***********************************************************************
 RW0534  DESIGNATION -  BLACKWELL
 RW0534  PID         -  RW0534
 RW0534  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0534  USGS QUAD   -  CANYON FERRY SE (1972)
 RW0534
 RW0534                         *CURRENT SURVEY CONTROL
 RW0534  ___________________________________________________________________
 RW0534* NAD 83(1992)-  46 36 49.43590(N)    111 35 53.89500(W)     ADJUSTED  
 RW0534* NAVD 88     -      1226.     (meters)    4022.     (feet)  SCALED    
 RW0534  ___________________________________________________________________
 RW0534  LAPLACE CORR-           8.51  (seconds)                    DEFLEC99
 RW0534  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 RW0534
 RW0534  HORZ ORDER  -  THIRD
 RW0534
 RW0534.The horizontal coordinates were established by classical geodetic methods
 RW0534.and adjusted by the National Geodetic Survey in July 1992..
 RW0534
 RW0534.The orthometric height was scaled from a topographic map.
 RW0534
 RW0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0534
 RW0534.The geoid height was determined by GEOID03.
 RW0534
 RW0534;                    North         East     Units Scale Factor Converg.
 RW0534;SPC MT       -   264,814.486   439,377.866   MT  0.99941672   -1 32 05.7
 RW0534;SPC MT       -   868,813.93  1,441,528.43   iFT  0.99941672   -1 32 05.7
 RW0534;UTM  12      - 5,162,414.863   454,186.853   MT  0.99962580   -0 26 05.3
 RW0534
 RW0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0534!SPC MT       -   0.99980984  x   0.99941672  =   0.99922667
 RW0534!UTM  12      -   0.99980984  x   0.99962580  =   0.99943571
 RW0534
 RW0534                          SUPERSEDED SURVEY CONTROL
 RW0534
 RW0534  NAD 83(1986)-  46 36 49.41154(N)    111 35 53.90711(W) AD(       ) 3
 RW0534
 RW0534.Superseded values are not recommended for survey control.
 RW0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0534.See file dsdata.txt to determine how the superseded data were derived.
 RW0534
 RW0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS5418762415(NAD 83)
 RW0534_MARKER: DS = TRIANGULATION STATION DISK
 RW0534_SETTING: 66 = SET IN ROCK OUTCROP
 RW0534_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RW0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0534
 RW0534  HISTORY     - Date     Condition        Report By
 RW0534  HISTORY     - 1885     MONUMENTED       MORC
 RW0534  HISTORY     - 1972     MARK NOT FOUND   USGS
 RW0534
 RW0534                          STATION DESCRIPTION
 RW0534
 RW0534'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0534'BLACKWELL IS ON RIGHT BANK, ABOUT 4 MI. NE. OF THOMAS COONEYS HOUSE,
 RW0534'ON A LEVEL PLATEAU ABOUT 1.5 MI. NE. OF JOE BLACKWELLS HOUSE, 250 FT.
 RW0534'S. FROM EDGE OF AVALANCHE GULCH AND 30 FT. N. OF AN OLD RD.
 RW0534'
 RW0534'RECOVERY BY USGS, 1972--SEARCHED FOR AND NOT FOUND.  AREA HAS
 RW0534'BEEN CULTIVATED, BELIEVED DESTROYED.
 RW0534'
 RW0534'STATION MARK--NOT KNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0804 ***********************************************************************
 TN0804  DESIGNATION -  BLAINE
 TN0804  PID         -  TN0804
 TN0804  STATE/COUNTY-  MT/FLATHEAD
 TN0804  USGS QUAD   -  DORIS MOUNTAIN (1994)
 TN0804
 TN0804                         *CURRENT SURVEY CONTROL
 TN0804  ___________________________________________________________________
 TN0804* NAD 83(1992)-  48 16 32.80986(N)    114 05 17.59612(W)     ADJUSTED  
 TN0804* NAVD 88     -      2198.4    (meters)    7213.     (feet)  VERTCON   
 TN0804  ___________________________________________________________________
 TN0804  LAPLACE CORR-          18.53  (seconds)                    DEFLEC99
 TN0804  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 TN0804
 TN0804  HORZ ORDER  -  THIRD
 TN0804
 TN0804.The horizontal coordinates were established by classical geodetic methods
 TN0804.and adjusted by the National Geodetic Survey in July 1992..
 TN0804
 TN0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0804
 TN0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0804
 TN0804.The geoid height was determined by GEOID03.
 TN0804
 TN0804;                    North         East     Units Scale Factor Converg.
 TN0804;SPC MT       -   457,316.651   259,749.589   MT  0.99963676   -3 21 22.7
 TN0804;SPC MT       - 1,500,382.71    852,196.81   iFT  0.99963676   -3 21 22.7
 TN0804;UTM  11      - 5,351,051.592   716,034.932   MT  1.00017347   +2 10 26.6
 TN0804
 TN0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0804!SPC MT       -   0.99965804  x   0.99963676  =   0.99929492
 TN0804!UTM  11      -   0.99965804  x   1.00017347  =   0.99983145
 TN0804
 TN0804:                Primary Azimuth Mark                     Grid Az
 TN0804:SPC MT       -  DORIS                                    017 53 37.9
 TN0804:UTM  11      -  DORIS                                    012 21 48.6
 TN0804
 TN0804|---------------------------------------------------------------------|
 TN0804| PID    Reference Object                     Distance      Geod. Az  |
 TN0804|                                                           dddmmss.s |
 TN0804| TN0802 DORIS                               APPROX. 3.2 KM 0143215.2 |
 TN0804|---------------------------------------------------------------------|
 TN0804
 TN0804                          SUPERSEDED SURVEY CONTROL
 TN0804
 TN0804  NAD 83(1986)-  48 16 32.81870(N)    114 05 17.58387(W) AD(       ) 3
 TN0804  NAD 27      -  48 16 32.94305(N)    114 05 14.15745(W) AD(       ) 3
 TN0804  NGVD 29 (07/19/86) 2197.1    (m)         7208.     (f) VERT ANG       
 TN0804
 TN0804.Superseded values are not recommended for survey control.
 TN0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0804.See file dsdata.txt to determine how the superseded data were derived.
 TN0804
 TN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP1603551052(NAD 83)
 TN0804_MARKER: DD = SURVEY DISK
 TN0804_SETTING: 66 = SET IN ROCK OUTCROP
 TN0804_SP_SET: SET IN ROCK OUTCROP
 TN0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0804+STABILITY: POSITION/ELEVATION WELL
 TN0804
 TN0804  HISTORY     - Date     Condition        Report By
 TN0804  HISTORY     - 1901     MONUMENTED       USGS
 TN0804
 TN0804                          STATION DESCRIPTION
 TN0804
 TN0804'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 TN0804'ABOUT 10 MI. NE. OF KALISPELL, MONTANA, AND 10 MI. SE. OF COLUMBIA
 TN0804'FALLS, ABOUT 3 MI. NE. OF LAKE BLAINE, ON A ROCKY PEAK KNOWN AS MT.
 TN0804'BIRNEY, ON THE DIVIDE BETWEEN DRAINAGE OF S. FORK OF THE FLATHEAD AND
 TN0804'THE FLATHEAD VALLEY.  IS EASILY ASCENDED FROM LAKE BLAINE VIA POCKET
 TN0804'HANDKERCHIEF TRAIL EASTWARD UP THE RIDGE TO DIVIDE, THEN N. TO
 TN0804'STATION.
 TN0804'
 TN0804'STATION MARK--A BRONZE TABLET CEMENTED IN SOLID ROCK, A 5 FT. ROCK
 TN0804'CAIRN IS BUILT OVER STATION MARK.
 TN0804'
 TN0804'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1141 ***********************************************************************
 SR1141  DESIGNATION -  BLAINE
 SR1141  PID         -  SR1141
 SR1141  STATE/COUNTY-  MT/BLAINE
 SR1141  USGS QUAD   -  ESKAY NE (1984)
 SR1141
 SR1141                         *CURRENT SURVEY CONTROL
 SR1141  ___________________________________________________________________
 SR1141* NAD 83(1992)-  47 54 04.07785(N)    109 30 21.16254(W)     ADJUSTED  
 SR1141* NAVD 88     -      1054.9    (meters)    3461.     (feet)  VERTCON   
 SR1141  ___________________________________________________________________
 SR1141  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 SR1141  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 SR1141
 SR1141  HORZ ORDER  -  FIRST
 SR1141
 SR1141.The horizontal coordinates were established by classical geodetic methods
 SR1141.and adjusted by the National Geodetic Survey in July 1992..
 SR1141
 SR1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1141
 SR1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1141
 SR1141.The geoid height was determined by GEOID03.
 SR1141
 SR1141;                    North         East     Units Scale Factor Converg.
 SR1141;SPC MT       -   405,708.137   599,560.693   MT  0.99951312   -0 00 15.5
 SR1141;SPC MT       - 1,331,063.44  1,967,062.64   iFT  0.99951312   -0 00 15.5
 SR1141;UTM  12      - 5,306,392.071   611,666.268   MT  0.99975322   +1 06 31.4
 SR1141
 SR1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1141!SPC MT       -   0.99983700  x   0.99951312  =   0.99935020
 SR1141!UTM  12      -   0.99983700  x   0.99975322  =   0.99959026
 SR1141
 SR1141:                Primary Azimuth Mark                     Grid Az
 SR1141:SPC MT       -  BLAINE AZ MK                             007 00 18.8
 SR1141:UTM  12      -  BLAINE AZ MK                             005 53 31.9
 SR1141
 SR1141|---------------------------------------------------------------------|
 SR1141| PID    Reference Object                     Distance      Geod. Az  |
 SR1141|                                                           dddmmss.s |
 SR1141| CQ5133 BLAINE AZ MK                                       0070003.3 |
 SR1141| CQ5134 BLAINE RM 1                          19.743 METERS 00836     |
 SR1141| CQ5135 BLAINE RM 2                          21.091 METERS 28043     |
 SR1141| SR1142 BLAINE RM A                          25.153 METERS 34036     |
 SR1141|---------------------------------------------------------------------|
 SR1141
 SR1141                          SUPERSEDED SURVEY CONTROL
 SR1141
 SR1141  NAD 83(1986)-  47 54 04.07589(N)    109 30 21.14441(W) AD(       ) 1
 SR1141  NAD 27      -  47 54 04.14027(N)    109 30 18.47447(W) AD(       ) 1
 SR1141  NGVD 29 (07/19/86) 1054.1    (m)         3458.     (f) VERT ANG       
 SR1141
 SR1141.Superseded values are not recommended for survey control.
 SR1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1141.See file dsdata.txt to determine how the superseded data were derived.
 SR1141
 SR1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU1166606392(NAD 83)
 SR1141_MARKER: DS = TRIANGULATION STATION DISK
 SR1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR1141+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 SR1141
 SR1141  HISTORY     - Date     Condition        Report By
 SR1141  HISTORY     - 1967     MONUMENTED       CGS
 SR1141  HISTORY     - 20060901 GOOD             INDIV
 SR1141
 SR1141                          STATION DESCRIPTION
 SR1141
 SR1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SR1141'THE STATION IS ABOUT 34 MILES SOUTHEAST OF BIG SANDY, 24 MILES
 SR1141'NORTH-NORTHWEST OF WINIFRED, 10 MILES NORTH OF THE MISSOURI RIVER,
 SR1141'1-1/2 MILES EAST OF THE CHOUTEAU-BLAINE COUNTY LINE, AND ON
 SR1141'PROPERTY OWNED BY MR. JAMES BREWER.
 SR1141'
 SR1141'TO REACH THE STATION FROM THE POST OFFICE IN WINIFRED, GO EAST
 SR1141'ON MAIN STREET FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK (KNOX
 SR1141'RIDGE RD) AND GO EAST AND NORTH ON GRAVELED ROAD FOR 2.0 MILES
 SR1141'TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD, NORTH, ON GRAVELED
 SR1141'ROAD FOR 9.1 MILES TO A FORK.  KEEP RIGHT ON GRADED ROAD FOR 0.3
 SR1141'MILE TO A CATTLE GUARD.  CONTINUE NORTHERLY ON GRADED ROAD FOR
 SR1141'3.75 MILES TO A FORK.  KEEP RIGHT AND GO EASTERLY ON GRADED
 SR1141'ROAD FOR 1.1 MILES TO A FERRY CROSSING.  TAKE THE FERRY ACROSS
 SR1141'THE MISSOURI RIVER AND CONTINUE NORTHERLY ON MAIN TRAVELED
 SR1141'ROAD FOR 6.5 MILES TO A CATTLE GUARD.  CONTINUE NORTHERLY ON
 SR1141'GRADED ROAD FOR 1.4 MILES TO A T INTERSECTION.  CONTINUE
 SR1141'NORTHERLY ON GRADED ROAD FOR 7.2 MILES TO A FORK.  KEEP THE
 SR1141'LEFT FORK AND GO WEST AND NORTH ON GRADED ROAD FOR 1.7 MILES
 SR1141'TO THE ALICE NASH MEMORIAL CEMETERY AND TRIANGULATION STATION
 SR1141'LEROY 1949 ON THE LEFT.  CONTINUE NORTHERLY ON GRADED ROAD FOR 3.4
 SR1141'MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON
 SR1141'GRADED ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 SR1141'WESTERLY ON GRADED ROAD FOR 5.4 MILES TO CORRALS AND A WIRE
 SR1141'GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND GO SOUTH ALONG
 SR1141'WEST SIDE OF FENCE FOR 1.0 MILE TO A WIRE GATE.  PASS
 SR1141'THROUGH GATE AND GO SOUTHERLY ON BLADED ROAD FOR 1.4 MILES TO A
 SR1141'WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH
 SR1141'GATE AND CONTINUE SOUTHERLY ON MAIN ROAD, 1.1 MILES TO A WIRE
 SR1141'GATE AND AN OLD CATTLE GUARD.  TURN RIGHT AND GO WEST ALONG
 SR1141'NORTH SIDE OF FENCE FOR 0.1 MILE TO THE TOP OF THE
 SR1141'RIDGE.  TURN RIGHT AND GO NORTH ALONG TOP OF RIDGE FOR 0.05 MILE
 SR1141'TO THE TOP OF THE HILL AND THE STATION.
 SR1141'
 SR1141'THE STATION IS A STANDARD DISK STAMPED BLAINE 1967, SET IN THE
 SR1141'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 4 INCHES
 SR1141'ABOVE THE GROUND SURFACE.  IT IS 5.5 FEET EAST OF A METAL WITNESS
 SR1141'POST WITH SIGN ATTACHED.
 SR1141'
 SR1141'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLAINE NO 1 1967,
 SR1141'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 SR1141'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 69 FEET
 SR1141'NORTHEAST OF THE METAL WITNESS POST AND 3 FEET LOWER THAN THE
 SR1141'STATION MARK.
 SR1141'
 SR1141'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLAINE NO 2 1967,
 SR1141'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND IS
 SR1141'FLUSH WITH THE GROUND SURFACE.  IT IS 65 FEET WEST OF THE METAL
 SR1141'WITNESS POST AND 2 FEET LOWER THAN THE STATION MARK.
 SR1141'
 SR1141'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLAINE 1967, SET
 SR1141'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 SR1141'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 137 FEET WEST OF THE
 SR1141'CENTER OF A WIRE GATE AND BLADED ROAD, 2.6 FEET SOUTHWEST OF A
 SR1141'METAL WITNESS POST WITH SIGN ATTACHED, AND 2 FEET SOUTH OF A
 SR1141'FENCE.
 SR1141
 SR1141                          STATION RECOVERY (2006)
 SR1141
 SR1141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 SR1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0467 ***********************************************************************
 TK0467  DESIGNATION -  BLAINE
 TK0467  PID         -  TK0467
 TK0467  STATE/COUNTY-  MT/BLAINE
 TK0467  USGS QUAD   -  CLEVELAND NW (1987)
 TK0467
 TK0467                         *CURRENT SURVEY CONTROL
 TK0467  ___________________________________________________________________
 TK0467* NAD 83(1992)-  48 29 45.19534(N)    109 14 58.07885(W)     ADJUSTED  
 TK0467* NAVD 88     -       907.2    (meters)    2976.     (feet)  VERTCON   
 TK0467  ___________________________________________________________________
 TK0467  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 TK0467  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 TK0467
 TK0467  HORZ ORDER  -  FIRST
 TK0467
 TK0467.The horizontal coordinates were established by classical geodetic methods
 TK0467.and adjusted by the National Geodetic Survey in July 1992..
 TK0467
 TK0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0467
 TK0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0467
 TK0467.The geoid height was determined by GEOID03.
 TK0467
 TK0467;                    North         East     Units Scale Factor Converg.
 TK0467;SPC MT       -   471,845.364   618,511.253   MT  0.99972976   +0 10 59.8
 TK0467;SPC MT       - 1,548,049.09  2,029,236.39   iFT  0.99972976   +0 10 59.8
 TK0467;UTM  12      - 5,372,898.204   629,323.194   MT  0.99980548   +1 18 40.2
 TK0467
 TK0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0467!SPC MT       -   0.99986037  x   0.99972976  =   0.99959017
 TK0467!UTM  12      -   0.99986037  x   0.99980548  =   0.99966588
 TK0467
 TK0467:                Primary Azimuth Mark                     Grid Az
 TK0467:SPC MT       -  CHINOOK MUNICIPAL TANK                   007 31 58.0
 TK0467:UTM  12      -  CHINOOK MUNICIPAL TANK                   006 24 17.6
 TK0467
 TK0467|---------------------------------------------------------------------|
 TK0467| PID    Reference Object                     Distance      Geod. Az  |
 TK0467|                                                           dddmmss.s |
 TK0467| TK0454 CHINOOK MUNICIPAL TANK              APPROX.11.0 KM 0074257.8 |
 TK0467| TK0452 CHINOOK U AND I SUGAR CO STK        APPROX.10.8 KM 0122548.0 |
 TK0467| CQ5131 BLAINE RM 1                          11.280 METERS 02130     |
 TK0467| CQ5132 BLAINE RM 2                          10.033 METERS 11203     |
 TK0467| CQ5130 BLAINE AZ MK                                       1151529.8 |
 TK0467| TK0464 MCCANN BUTTE HIGHEST PEAK           APPROX.26.2 KM 1465004.0 |
 TK0467| TK0510 SADDLE BUTTE HIGHEST PEAK           APPROX.28.6 KM 2751915.4 |
 TK0467|---------------------------------------------------------------------|
 TK0467
 TK0467                          SUPERSEDED SURVEY CONTROL
 TK0467
 TK0467  NAD 83(1986)-  48 29 45.20051(N)    109 14 58.06172(W) AD(       ) 1
 TK0467  NAD 27      -  48 29 45.21000(N)    109 14 55.43000(W) AD(       ) 1
 TK0467  NGVD 29 (07/19/86)  906.4    (m)         2974.     (f) VERT ANG       
 TK0467
 TK0467.Superseded values are not recommended for survey control.
 TK0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0467.See file dsdata.txt to determine how the superseded data were derived.
 TK0467
 TK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU2932372898(NAD 83)
 TK0467_MARKER: DS = TRIANGULATION STATION DISK
 TK0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0467
 TK0467  HISTORY     - Date     Condition        Report By
 TK0467  HISTORY     - 1949     MONUMENTED       CGS
 TK0467  HISTORY     - 1955     GOOD             USGS
 TK0467
 TK0467                          STATION DESCRIPTION
 TK0467
 TK0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0467'STATION IS ABOUT 5 MILES SOUTH OF CHINOOK, ON A PROMINENT,
 TK0467'BARE KNOLL, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 TK0467'VICINITY, AND ON LAND OWNED BY NORTY BJORSEN.  IT IS 235 FEET
 TK0467'NORTH OF A NATURAL GAS PIPE THAT IS ABOUT 6 FEET IN HEIGHT AND
 TK0467'8-INCHES IN DIAMETER, AND 5.5 FEET EAST OF A WITNESS POST.
 TK0467'
 TK0467'TO REACH THE STATION FROM THE COURTHOUSE IN CHINOOK, GO SOUTH
 TK0467'ON THE STREET WEST OF THE COURTHOUSE FOR 1.0 MILE TO A BRIDGE
 TK0467'SPANNING THE MILK RIVER, CONTINUE SOUTH ON THE MAIN ROAD 0.6
 TK0467'MILE TO A FORK, BEAR LEFT, GO EASTERLY 1.1 MILE TO ANOTHER
 TK0467'FORK, BEAR RIGHT, GO SOUTH 3.0 MILES TO A FORK, BEAR RIGHT AND
 TK0467'CONTINUE SOUTHERLY 2.1 MILES TO THE AZIMUTH MARK AND A TRACK
 TK0467'ROAD LEADING WEST, TURN RIGHT AND GO WEST 0.85 MILE TO THE
 TK0467'STATION.
 TK0467'
 TK0467'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BLAINE
 TK0467'1949.
 TK0467'
 TK0467'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF THE WITNESS POST.
 TK0467'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BLAINE
 TK0467'NO 1 1949.
 TK0467'
 TK0467'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE WITNESS POST.  THE
 TK0467'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BLAINE NO
 TK0467'2 1949.
 TK0467'
 TK0467'THE AZIMUTH MARK IS 0.85 MILE FROM THE STATION.  IT IS 50 FEET
 TK0467'WEST OF THE APPROXIMATE CENTER OF THE MAIN GRAVEL ROAD AND 4.5
 TK0467'FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 TK0467'THE DISK IS STAMPED BLAINE 1949.
 TK0467'
 TK0467'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 TK0467'CONCRETE POSTS.
 TK0467'
 TK0467'A 4-FOOT STAND AT BLAINE WILL SEE 4 FOOT STANDS AT STATIONS,
 TK0467'BEAN, CLEAR, BOX ELDER (USGS), WALKER (USGS), DAVIS AND FIFTEENMILE
 TK0467'(USGS).
 TK0467
 TK0467                          STATION RECOVERY (1955)
 TK0467
 TK0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TK0467'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1142 ***********************************************************************
 SR1142  DESIGNATION -  BLAINE RM A
 SR1142  PID         -  SR1142
 SR1142  STATE/COUNTY-  MT/BLAINE
 SR1142  USGS QUAD   -  ESKAY NE (1984)
 SR1142
 SR1142                         *CURRENT SURVEY CONTROL
 SR1142  ___________________________________________________________________
 SR1142* NAD 83(1992)-  47 54 04.84610(N)    109 30 21.56483(W)     ADJUSTED  
 SR1142* NAVD 88     -      1054.9    (meters)    3461.     (feet)  VERTCON   
 SR1142  ___________________________________________________________________
 SR1142  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 SR1142  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 SR1142
 SR1142  HORZ ORDER  -  FIRST
 SR1142
 SR1142.The horizontal coordinates were established by classical geodetic methods
 SR1142.and adjusted by the National Geodetic Survey in July 1992..
 SR1142
 SR1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1142
 SR1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1142
 SR1142.The geoid height was determined by GEOID03.
 SR1142
 SR1142;                    North         East     Units Scale Factor Converg.
 SR1142;SPC MT       -   405,731.854   599,552.343   MT  0.99951317   -0 00 15.8
 SR1142;SPC MT       - 1,331,141.25  1,967,035.25   iFT  0.99951317   -0 00 15.8
 SR1142;UTM  12      - 5,306,415.627   611,657.458   MT  0.99975320   +1 06 31.2
 SR1142
 SR1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1142!SPC MT       -   0.99983700  x   0.99951317  =   0.99935025
 SR1142!UTM  12      -   0.99983700  x   0.99975320  =   0.99959024
 SR1142
 SR1142:                Primary Azimuth Mark                     Grid Az
 SR1142:SPC MT       -  LEROY                                    100 13 31.2
 SR1142:UTM  12      -  LEROY                                    099 06 44.2
 SR1142
 SR1142|---------------------------------------------------------------------|
 SR1142| PID    Reference Object                     Distance      Geod. Az  |
 SR1142|                                                           dddmmss.s |
 SR1142| SR1099 LEROY                               APPROX.10.0 KM 1001315.4 |
 SR1142| SR1141 BLAINE                               25.153 METERS 16036     |
 SR1142|---------------------------------------------------------------------|
 SR1142
 SR1142                          SUPERSEDED SURVEY CONTROL
 SR1142
 SR1142  NAD 83(1986)-  47 54 04.84405(N)    109 30 21.54665(W) AD(       ) 1
 SR1142  NAD 27      -  47 54 04.90853(N)    109 30 18.87673(W) AD(       ) 1
 SR1142  NGVD 29 (07/19/86) 1054.1    (m)         3458.     (f) VERT ANG       
 SR1142
 SR1142.Superseded values are not recommended for survey control.
 SR1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1142.See file dsdata.txt to determine how the superseded data were derived.
 SR1142
 SR1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU1165706416(NAD 83)
 SR1142_MARKER: DS = TRIANGULATION STATION DISK
 SR1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1142+STABILITY: SURFACE MOTION
 SR1142
 SR1142  HISTORY     - Date     Condition        Report By
 SR1142  HISTORY     - 1967     MONUMENTED       CGS
 SR1142
 SR1142                          STATION DESCRIPTION
 SR1142
 SR1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SR1142'THE STATION IS ABOUT 34 MILES SOUTHEAST OF BIG SANDY, 24 MILES
 SR1142'NORTH-NORTHWEST OF WINIFRED, 10 MILES NORTH OF THE MISSOURI RIVER,
 SR1142'1-1/2 MILES EAST OF THE CHOUTEAU-BLAINE COUNTY LINE, AND ON
 SR1142'PROPERTY OWNED BY MR. JAMES BREWER.
 SR1142'
 SR1142'THE STATION IS A STANDARD DISK STAMPED BLAINE RM A 1967, SET
 SR1142'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 4
 SR1142'INCHES ABOVE THE GROUND SURFACE.  IT IS 84.4 FEET NORTH-NORTHWEST
 SR1142'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SR1142'
 SR1142'TO REACH THE STATION FROM THE POST OFFICE IN WINIFRED, GO EAST
 SR1142'ON MAIN STREET FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK (KNOX
 SR1142'RIDGE RD) AND GO EAST AND NORTH ON GRAVELED ROAD FOR 2.0 MILES
 SR1142'TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD, NORTH, ON GRAVELED
 SR1142'ROAD FOR 9.1 MILES TO A FORK.  KEEP RIGHT ON GRADED ROAD FOR 0.3
 SR1142'MILE TO A CATTLE GUARD.  CONTINUE NORTHERLY ON GRADED ROAD FOR
 SR1142'3.75 MILES TO A FORK.  KEEP RIGHT AND GO EASTERLY ON GRADED
 SR1142'ROAD FOR 1.1 MILES TO A FERRY CROSSING.  TAKE THE FERRY ACROSS
 SR1142'THE MISSOURI RIVER AND CONTINUE NORTHERLY ON MAIN TRAVELED
 SR1142'ROAD FOR 6.5 MILES TO A CATTLE GUARD.  CONTINUE NORTHERLY ON
 SR1142'GRADED ROAD FOR 1.4 MILES TO A T INTERSECTION.  CONTINUE
 SR1142'NORTHERLY ON GRADED ROAD FOR 7.2 MILES TO A FORK.  KEEP THE
 SR1142'LEFT FORK AND GO WEST AND NORTH ON GRADED ROAD FOR 1.7 MILES
 SR1142'TO THE ALICE NASH MEMORIAL CEMETERY AND TRIANGULATION STATION
 SR1142'LEROY 1949 ON THE LEFT.  CONTINUE NORTHERLY ON GRADED ROAD FOR 3.4
 SR1142'MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON
 SR1142'GRADED ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 SR1142'WESTERLY ON GRADED ROAD FOR 5.4 MILES TO CORRALS AND A WIRE
 SR1142'GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND GO SOUTH ALONG
 SR1142'WEST SIDE OF FENCE FOR 1.0 MILE TO A WIRE GATE.  PASS
 SR1142'THROUGH GATE AND GO SOUTHERLY ON BLADED ROAD FOR 1.4 MILES TO A
 SR1142'WIRE GATE AND BLAINE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH
 SR1142'GATE AND CONTINUE SOUTHERLY ON MAIN ROAD, 1.1 MILES TO A WIRE
 SR1142'GATE AND AN OLD CATTLE GUARD.  TURN RIGHT AND GO WEST ALONG
 SR1142'NORTH SIDE OF FENCE FOR 0.1 MILE TO THE TOP OF THE
 SR1142'RIDGE.  TURN RIGHT AND GO NORTH ALONG TOP OF RIDGE FOR 0.05 MILE
 SR1142'TO THE TOP OF THE HILL AND THE STATION.
 SR1142'
 SR1142'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLAINE
 SR1142'1967, THE DISTANCE BEING 25.1601 METERS OR 82.546 FEET
 SR1142'NORTH-NORTHWEST OF BLAINE 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0620 ***********************************************************************
 TH0620  DESIGNATION -  BLAIR GREAT NORTH RR TANK
 TH0620  PID         -  TH0620
 TH0620  STATE/COUNTY-  MT/ROOSEVELT
 TH0620  USGS QUAD   -  CULBERTSON (1989)
 TH0620
 TH0620                         *CURRENT SURVEY CONTROL
 TH0620  ___________________________________________________________________
 TH0620* NAD 83(1992)-  48 08 47.19398(N)    104 37 15.00598(W)     ADJUSTED  
 TH0620* NAVD 88     -       605.     (meters)    1985.     (feet)  VERTCON   
 TH0620  ___________________________________________________________________
 TH0620  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TH0620  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 TH0620
 TH0620  HORZ ORDER  -  THIRD
 TH0620
 TH0620.The horizontal coordinates were established by classical geodetic methods
 TH0620.and adjusted by the National Geodetic Survey in July 1992..
 TH0620
 TH0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0620
 TH0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0620
 TH0620.The geoid height was determined by GEOID03.
 TH0620
 TH0620;                    North         East     Units Scale Factor Converg.
 TH0620;SPC MT       -   444,272.362   962,693.911   MT  0.99958915   +3 34 08.9
 TH0620;SPC MT       - 1,457,586.49  3,158,444.59   iFT  0.99958915   +3 34 08.9
 TH0620;UTM  13      - 5,332,646.450   528,203.843   MT  0.99960977   +0 16 56.7
 TH0620
 TH0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0620!SPC MT       -   0.99990804  x   0.99958915  =   0.99949723
 TH0620!UTM  13      -   0.99990804  x   0.99960977  =   0.99951785
 TH0620
 TH0620                          SUPERSEDED SURVEY CONTROL
 TH0620
 TH0620  NAD 83(1986)-  48 08 47.19168(N)    104 37 15.00123(W) AD(       ) 4
 TH0620  NAD 27      -  48 08 47.12025(N)    104 37 13.14615(W) AD(       ) 3
 TH0620  NGVD 29 (07/19/86)  604.     (m)         1982.     (f) VERT ANG       
 TH0620
 TH0620.Superseded values are not recommended for survey control.
 TH0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0620.See file dsdata.txt to determine how the superseded data were derived.
 TH0620
 TH0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP2820432646(NAD 83)
 TH0620_MARKER: 53 = ELEVATED TANK
 TH0620
 TH0620  HISTORY     - Date     Condition        Report By
 TH0620  HISTORY     - 1948     FIRST OBSERVED   CGS
 TH0620
 TH0620                          STATION DESCRIPTION
 TH0620
 TH0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0620'THIS IS AN INTERSECTION STATION.
 TH0620'
 TH0620'THE STATION IS LOCATED 5 MILES WEST OF CULBERTSON AND 1.3 MILES
 TH0620'SOUTH OF U.S. HIGHWAY 2.  IT IS 59 FEET SOUTH OF THE SOUTH RAIL OF
 TH0620'THE RAILROAD TRACKS.  IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED
 TH0620'SILVER AND ABOUT 60 FEET IN HEIGHT.  THE POINT OBSERVED ON WAS THE
 TH0620'BASE OF THE CENTER OF THE BALL ON TOP.
 TH0620'
 TH0620'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TH0620'HIGHWAY 16, GO WEST ON HIGHWAY 2 FOR 6.05 MILES, TURN LEFT AND GO
 TH0620'SOUTH 1.45 MILES, TURN LEFT AND GO EAST 0.55 MILES TO THE BLAIR
 TH0620'WHISTLE STOP AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0830 ***********************************************************************
 TN0830  DESIGNATION -  BLANCHARD
 TN0830  PID         -  TN0830
 TN0830  STATE/COUNTY-  MT/FLATHEAD
 TN0830  USGS QUAD   -  BEAVER LAKE (1994)
 TN0830
 TN0830                         *CURRENT SURVEY CONTROL
 TN0830  ___________________________________________________________________
 TN0830* NAD 83(1992)-  48 23 43.07325(N)    114 22 34.80130(W)     ADJUSTED  
 TN0830* NAVD 88     -      1088.0    (meters)    3570.     (feet)  VERTCON   
 TN0830  ___________________________________________________________________
 TN0830  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 TN0830  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TN0830
 TN0830  HORZ ORDER  -  FIRST
 TN0830
 TN0830.The horizontal coordinates were established by classical geodetic methods
 TN0830.and adjusted by the National Geodetic Survey in July 1992..
 TN0830
 TN0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0830
 TN0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0830
 TN0830.The geoid height was determined by GEOID03.
 TN0830
 TN0830;                    North         East     Units Scale Factor Converg.
 TN0830;SPC MT       -   471,867.201   239,237.292   MT  0.99968538   -3 34 01.4
 TN0830;SPC MT       - 1,548,120.74    784,899.25   iFT  0.99968538   -3 34 01.4
 TN0830;UTM  11      - 5,363,563.430   694,205.941   MT  1.00006342   +1 57 44.8
 TN0830
 TN0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0830!SPC MT       -   0.99983203  x   0.99968538  =   0.99951746
 TN0830!UTM  11      -   0.99983203  x   1.00006342  =   0.99989544
 TN0830
 TN0830:                Primary Azimuth Mark                     Grid Az
 TN0830:SPC MT       -  BLANCHARD AZ MK                          004 27 16.0
 TN0830:UTM  11      -  BLANCHARD AZ MK                          358 55 29.8
 TN0830
 TN0830|---------------------------------------------------------------------|
 TN0830| PID    Reference Object                     Distance      Geod. Az  |
 TN0830|                                                           dddmmss.s |
 TN0830| CH6479 BLANCHARD AZ MK                                    0005314.6 |
 TN0830| CH6480 BLANCHARD RM 1                        7.963 METERS 14430     |
 TN0830| CH6481 BLANCHARD RM 2                       15.392 METERS 31630     |
 TN0830|---------------------------------------------------------------------|
 TN0830
 TN0830                          SUPERSEDED SURVEY CONTROL
 TN0830
 TN0830  NAD 83(1986)-  48 23 43.08255(N)    114 22 34.79562(W) AD(       ) 1
 TN0830  NAD 27      -  48 23 43.20682(N)    114 22 31.31546(W) AD(       ) 1
 TN0830  NGVD 29 (07/19/86) 1086.8    (m)         3566.     (f) VERT ANG       
 TN0830
 TN0830.Superseded values are not recommended for survey control.
 TN0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0830.See file dsdata.txt to determine how the superseded data were derived.
 TN0830
 TN0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9420663563(NAD 83)
 TN0830_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0830_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TN0830
 TN0830  HISTORY     - Date     Condition        Report By
 TN0830  HISTORY     - 1959     MONUMENTED       CGS
 TN0830
 TN0830                          STATION DESCRIPTION
 TN0830
 TN0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0830'THE STATION IS ON THE HIGHEST POINT OF A GRASSY, NORTHWEST-SOUTHEAST
 TN0830'RIDGE, ABOUT 2 MILES WEST AND 1-1/4 MILES SOUTH OF WHITEFISH
 TN0830'AND 3/4 MILE WEST OF THE NORTH END OF BLANCHARD LAKE.  THERE
 TN0830'IS A POWER LINE POLE WITH AN ELECTRIC LIGHT METER ATTACHED
 TN0830'NEAR THIS POINT, THIS POLE TERMINATES A POWER LINE.  THE PROPERTY
 TN0830'IS OWNED BY THE SOMERS LUMBER COMPANY OF SOMERS, MONTANA.
 TN0830'
 TN0830'TO REACH THE STATION FROM THE POST OFFICE IN WHITEFISH, GO
 TN0830'NORTH FOR 0.05 MILE TO U.S. HIGHWAY 93, TURN LEFT AND GO
 TN0830'WESTERLY ON THE HIGHWAY FOR 1.85 MILES TO THE AZIMUTH MARK ON
 TN0830'THE RIGHT, CONTINUE ON THE HIGHWAY FOR 0.35 MILE TO THE TOP
 TN0830'OF GRADE AND SIDE ROAD AND SIGN BLANCHARD LAKE ROAD ON THE LEFT,
 TN0830'TURN LEFT AND GO EASTERLY ON DIRT ROAD FOR 0.45 MILE TO A FORK,
 TN0830'TAKE THE LEFT ROAD AND GO 0.25 MILE TO THE TOP OF THE HILL AND
 TN0830'THE STATION, THIS IS THE END OF THE ROAD.
 TN0830'
 TN0830'THE STATION MARKS ARE STANDARD DISKS, STAMPED BLANCHARD 1959.
 TN0830'THE SURFACE DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 TN0830'24 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 130
 TN0830'FEET NORTHWEST OF AN 18-INCH PINE TREE AND 10 FEET EAST OF
 TN0830'THE POWER LINE POLE.  THE UNDERGROUND DISK IS CEMENTED IN A
 TN0830'DRILL HOLE IN BEDROCK 12 INCHES BELOW THE GROUND SURFACE.
 TN0830'
 TN0830'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLANCHARD NO 1
 TN0830'1959, CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 5 FOOT
 TN0830'BOULDER PROJECTING 4 INCHES.  IT IS 104 FEET NORTHWEST OF THE
 TN0830'PINE TREE AND 34 FEET SOUTHEAST OF THE POWER LINE POLE.
 TN0830'
 TN0830'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLANCHARD NO 2
 TN0830'1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 TN0830'PROJECTING 4 INCHES.  IT IS 43 FEET NORTH-NORTHWEST OF THE
 TN0830'POWER LINE POLE.
 TN0830'
 TN0830'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLANCHARD 1959,
 TN0830'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1-1/2 X 3 FOOT BOULDER
 TN0830'PROJECTING 4 INCHES.  IT IS 202 FEET SOUTH-SOUTHWEST OF THE
 TN0830'INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND A FARM
 TN0830'DRIVEWAY, 34 FEET EAST-NORTHEAST OF A T-FENCE CORNER, 29 FEET
 TN0830'NORTHWEST OF THE CENTER OF THE HIGHWAY, 9 FEET SOUTHEAST OF
 TN0830'A FENCE AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0589 ***********************************************************************
 ST0589  DESIGNATION -  BLANCHARD 2 ET
 ST0589  PID         -  ST0589
 ST0589  STATE/COUNTY-  MT/MISSOULA
 ST0589  USGS QUAD   -  SALMON LAKE (1965)
 ST0589
 ST0589                         *CURRENT SURVEY CONTROL
 ST0589  ___________________________________________________________________
 ST0589* NAD 83(1992)-  47 00 14.31644(N)    113 27 26.02259(W)     ADJUSTED  
 ST0589* NAVD 88     -      1758.2    (meters)    5768.     (feet)  VERTCON   
 ST0589  ___________________________________________________________________
 ST0589  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 ST0589  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 ST0589
 ST0589  HORZ ORDER  -  THIRD
 ST0589
 ST0589.The horizontal coordinates were established by classical geodetic methods
 ST0589.and adjusted by the National Geodetic Survey in July 1992..
 ST0589
 ST0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0589
 ST0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0589
 ST0589.The geoid height was determined by GEOID03.
 ST0589
 ST0589;                    North         East     Units Scale Factor Converg.
 ST0589;SPC MT       -   313,615.359   299,362.086   MT  0.99939265   -2 53 41.0
 ST0589;SPC MT       - 1,028,921.78    982,159.07   iFT  0.99939265   -2 53 41.0
 ST0589;UTM  12      - 5,208,536.535   313,205.585   MT  1.00002886   -1 47 51.9
 ST0589
 ST0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0589!SPC MT       -   0.99972665  x   0.99939265  =   0.99911947
 ST0589!UTM  12      -   0.99972665  x   1.00002886  =   0.99975550
 ST0589
 ST0589:                Primary Azimuth Mark                     Grid Az
 ST0589:SPC MT       -  SPERRY TURN PT                           094 48 17.3
 ST0589:UTM  12      -  SPERRY TURN PT                           093 42 28.2
 ST0589
 ST0589|---------------------------------------------------------------------|
 ST0589| PID    Reference Object                     Distance      Geod. Az  |
 ST0589|                                                           dddmmss.s |
 ST0589| RX0978 SPERRY TURN PT                      APPROX.13.4 KM 0915436.3 |
 ST0589|---------------------------------------------------------------------|
 ST0589
 ST0589                          SUPERSEDED SURVEY CONTROL
 ST0589
 ST0589  NAD 83(1986)-  47 00 14.32444(N)    113 27 26.01406(W) AD(       ) 3
 ST0589  NAD 27      -  47 00 14.54603(N)    113 27 22.72320(W) AD(       ) 3
 ST0589  NGVD 29 (07/19/86) 1757.1    (m)         5765.     (f) VERT ANG       
 ST0589
 ST0589.Superseded values are not recommended for survey control.
 ST0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0589.See file dsdata.txt to determine how the superseded data were derived.
 ST0589
 ST0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT1320608537(NAD 83)
 ST0589_MARKER: DD = SURVEY DISK
 ST0589_SETTING: 66 = SET IN ROCK OUTCROP
 ST0589_SP_SET: SET IN ROCK OUTCROP
 ST0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0589+STABILITY: POSITION/ELEVATION WELL
 ST0589
 ST0589  HISTORY     - Date     Condition        Report By
 ST0589  HISTORY     - 1965     MONUMENTED       USGS
 ST0589
 ST0589                          STATION DESCRIPTION
 ST0589
 ST0589'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0589'THE STATION IS LOCATED ON A OPEN RIDGE IN OLD BURNED OVER AREA,
 ST0589'ABOUT 800 FT. NW. OF TIMBERED TOP.  STATION IS ABOUT 40 FT. E. OF
 ST0589'HIGHEST POINT ON RIDGE, AND APPROXIMATELY 12.5 MI. AIR SSE. OF SEELEY
 ST0589'LAKE, APPROXIMATELY 4.0 MI. AIR W. OF CLEARWATER JUNCTION.  STATION
 ST0589'WAS REACHED BY HELICOPTER.
 ST0589'
 ST0589'STATION MARK - STANDARD USGS ALUMINUM TABLET STAMPED, ---BLANCHARD
 ST0589'NO.2 ET 1965---, CEMENTED IN ROCK OUTCROP.
 ST0589'
 ST0589'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0463 ***********************************************************************
 RT0463  DESIGNATION -  BLASER
 RT0463  PID         -  RT0463
 RT0463  STATE/COUNTY-  MT/FALLON
 RT0463  USGS QUAD   -  WEBSTER (1981)
 RT0463
 RT0463                         *CURRENT SURVEY CONTROL
 RT0463  ___________________________________________________________________
 RT0463* NAD 83(1996)-  46 03 07.41660(N)    104 08 38.50003(W)     ADJUSTED  
 RT0463* NAVD 88     -      1019.5    (meters)    3345.     (feet)  VERTCON   
 RT0463  ___________________________________________________________________
 RT0463  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 RT0463  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 RT0463
 RT0463  HORZ ORDER  -  FIRST
 RT0463
 RT0463.The horizontal coordinates were established by classical geodetic methods
 RT0463.and adjusted by the National Geodetic Survey in January 1998..
 RT0463
 RT0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0463
 RT0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0463
 RT0463.The geoid height was determined by GEOID03.
 RT0463
 RT0463;                    North         East     Units Scale Factor Converg.
 RT0463;SPC MT       -   214,421.731 1,013,985.138   MT  0.99953183   +3 55 04.5
 RT0463;SPC MT       -   703,483.37  3,326,722.89   iFT  0.99953183   +3 55 04.5
 RT0463;SPC ND S     -    49,379.585   318,079.570   MT  1.00002839   -2 39 28.4
 RT0463;SPC ND S     -   162,006.51  1,043,568.14   iFT  1.00002839   -2 39 28.4
 RT0463;SPC SD N     -   254,776.600   279,401.646   MT  1.00009210   -2 55 58.4
 RT0463;SPC SD N     -   835,879.56    916,670.23   sFT  1.00009210   -2 55 58.4
 RT0463;UTM  13      - 5,100,187.892   566,217.634   MT  0.99965390   +0 36 58.7
 RT0463
 RT0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0463!SPC MT       -   0.99984268  x   0.99953183  =   0.99937459
 RT0463!SPC ND S     -   0.99984268  x   1.00002839  =   0.99987107
 RT0463!SPC SD N     -   0.99984268  x   1.00009210  =   0.99993477
 RT0463!UTM  13      -   0.99984268  x   0.99965390  =   0.99949664
 RT0463
 RT0463:                Primary Azimuth Mark                     Grid Az
 RT0463:SPC MT       -  BLASER AZ MK                             041 16 02.2
 RT0463:SPC ND S     -  BLASER AZ MK                             047 50 35.1
 RT0463:SPC SD N     -  BLASER AZ MK                             048 07 05.1
 RT0463:UTM  13      -  BLASER AZ MK                             044 34 08.0
 RT0463
 RT0463|---------------------------------------------------------------------|
 RT0463| PID    Reference Object                     Distance      Geod. Az  |
 RT0463|                                                           dddmmss.s |
 RT0463| CQ7090 BLASER AZ MK                                       0451106.7 |
 RT0463| CQ7091 BLASER RM 1                          11.236 METERS 09417     |
 RT0463| CQ7092 BLASER RM 2                          11.492 METERS 18956     |
 RT0463|---------------------------------------------------------------------|
 RT0463
 RT0463                          SUPERSEDED SURVEY CONTROL
 RT0463
 RT0463  NAD 83(1992)-  46 03 07.40980(N)    104 08 38.49543(W) AD(       ) 1
 RT0463  NAD 83(1986)-  46 03 07.39547(N)    104 08 38.48861(W) AD(       ) 1
 RT0463  NAD 27      -  46 03 07.39800(N)    104 08 36.70200(W) AD(       ) 1
 RT0463  NGVD 29 (07/19/86) 1018.9    (m)         3343.     (f) VERT ANG       
 RT0463
 RT0463.Superseded values are not recommended for survey control.
 RT0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0463.See file dsdata.txt to determine how the superseded data were derived.
 RT0463
 RT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM6621800188(NAD 83)
 RT0463_MARKER: DS = TRIANGULATION STATION DISK
 RT0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0463
 RT0463  HISTORY     - Date     Condition        Report By
 RT0463  HISTORY     - 1949     MONUMENTED       CGS
 RT0463  HISTORY     - 1973     GOOD             USGS
 RT0463
 RT0463                          STATION DESCRIPTION
 RT0463
 RT0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0463'THE STATION IS LOCATED ON A GRASSY RIDGE THAT SLOPES SHARPLY
 RT0463'TO THE NORTHEAST, ABOUT 22 MILES SOUTH-SOUTHEAST OF BAKER,
 RT0463'4 MILES EAST OF WEBSTER STORE, AND 8 FEET EAST OF A WITNESS
 RT0463'POST, AND ON LAND OWNED BY MRS. LOUIS BLASER.
 RT0463'
 RT0463'TO REACH THE STATION FROM THE POST OFFICE IN BAKER GO
 RT0463'SOUTH-SOUTHWEST ON STATE ROAD NO. 7 FOR 6.4 MILES TO A SIDE ROAD
 RT0463'LEFT.  TURN LEFT AND GO SOUTH ON MAIN ROAD FOR 5.4 MILES TO A
 RT0463'ROAD FORK.  BEAR RIGHT AND CONTINUE SOUTH FOR 7.6 MILES TO A
 RT0463'ROAD FORK.  BEAR RIGHT AND CONTINUE SOUTH ON MAIN ROAD FOR
 RT0463'4.4 MILES TO WEBSTER STORE AND CROSSROADS.  TURN LEFT AND
 RT0463'GO EAST FOR 4.3 MILES TO A GATE ON THE RIGHT.  PASS THROUGH THE
 RT0463'GATE AND BEAR SOUTHEAST ACROSS PASTURE LAND FOR 0.7 MILE TO A
 RT0463'GATE IN A FENCE CORNER.  PASS THROUGH THE GATE AND GO
 RT0463'NORTHEAST ACROSS PASTURE FOR 0.4 MILE TO THE TOP OF THE HILL
 RT0463'AND THE STATION.  TO REACH THE AZIMUTH FROM THE STATION GO NORTH
 RT0463'EAST FOR 0.3 MILE.
 RT0463'
 RT0463'THE STATION PROJECTS 5 INCHES, AND THE DISK IS STAMPED BLASER
 RT0463'1949.
 RT0463'
 RT0463'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS
 RT0463'STAMPED BLASER NO 1 1949.
 RT0463'
 RT0463'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS
 RT0463'STAMPED BLASER NO 2 1949.
 RT0463'
 RT0463'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 RT0463'OF A DIRT ROAD, 2.5 MILE EAST OF A DIRT ROAD, AND 1 FOOT SOUTH OF
 RT0463'A FENCE LINE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 RT0463'STAMPED BLASER 1949.
 RT0463'
 RT0463'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10-INCH
 RT0463'SQUARE CONCRETE POSTS.
 RT0463
 RT0463                          STATION RECOVERY (1973)
 RT0463
 RT0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WCN)
 RT0463'TO REACH THE STATION FROM THE POSTOFFICE IN BAKER GO
 RT0463'SOUTH-SOUTHWEST ON STATE ROAD NO. 7 FOR 6.4 MILES TO A SIDE
 RT0463'ROAD LEFT.  TURN LEFT AND GO SOUTH ON MAIN ROAD FOR 5.4 MILES
 RT0463'TO A ROAD FORK.  BEAR RIGHT AND CONTINUE SOUTH FOR 7.6 MILES
 RT0463'TO A ROAD FORK.  BEAR RIGHT AND CONTINUE SOUTH ON MAIN ROAD
 RT0463'FOR 4.4 MILES TO ABANDONED WEBSTER STORE AND CROSSROADS.
 RT0463'TURN LEFT AND EAST FOR 4.64 MILES TO A WIRE GATE AND TRACK ROAD
 RT0463'ON THE RIGHT.  TURN RIGHT AND SOUTH FOLLOWING TRACK ROAD 0.20
 RT0463'MILE TO WM ON THE LEFT, CONTINUE ON TRACK ROAD SE 0.15
 RT0463'MILE TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0566 ***********************************************************************
 TJ0566  DESIGNATION -  BLIKKEN
 TJ0566  PID         -  TJ0566
 TJ0566  STATE/COUNTY-  MT/VALLEY
 TJ0566  USGS QUAD   -  BAYLOR (1973)
 TJ0566
 TJ0566                         *CURRENT SURVEY CONTROL
 TJ0566  ___________________________________________________________________
 TJ0566* NAD 83(1992)-  48 44 14.63154(N)    106 22 37.61559(W)     ADJUSTED  
 TJ0566* NAVD 88     -       952.18   (+/-2cm)    3123.9    (feet)  VERTCON   
 TJ0566  ___________________________________________________________________
 TJ0566  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 TJ0566  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0566
 TJ0566  HORZ ORDER  -  FIRST
 TJ0566  VERT ORDER  -  THIRD ? (See Below)
 TJ0566
 TJ0566.The horizontal coordinates were established by classical geodetic methods
 TJ0566.and adjusted by the National Geodetic Survey in July 1992..
 TJ0566
 TJ0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0566.The vertical order pertains to the NGVD 29 superseded value.
 TJ0566
 TJ0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0566
 TJ0566.The geoid height was determined by GEOID03.
 TJ0566
 TJ0566;                    North         East     Units Scale Factor Converg.
 TJ0566;SPC MT       -   503,244.471   829,610.474   MT  0.99984925   +2 17 03.9
 TJ0566;SPC MT       - 1,651,064.54  2,721,819.14   iFT  0.99984925   +2 17 03.9
 TJ0566;UTM  13      - 5,399,178.950   398,747.090   MT  0.99972595   -1 02 06.9
 TJ0566
 TJ0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0566!SPC MT       -   0.99985347  x   0.99984925  =   0.99970274
 TJ0566!UTM  13      -   0.99985347  x   0.99972595  =   0.99957946
 TJ0566
 TJ0566:                Primary Azimuth Mark                     Grid Az
 TJ0566:SPC MT       -  BLIKKEN AZ MK                            058 51 02.7
 TJ0566:UTM  13      -  BLIKKEN AZ MK                            062 10 13.5
 TJ0566
 TJ0566|---------------------------------------------------------------------|
 TJ0566| PID    Reference Object                     Distance      Geod. Az  |
 TJ0566|                                                           dddmmss.s |
 TJ0566| CQ5136 BLIKKEN AZ MK                                      0610806.6 |
 TJ0566| CQ5137 BLIKKEN RM 1                         24.216 METERS 17820     |
 TJ0566| CQ5138 BLIKKEN RM 2                         27.405 METERS 26504     |
 TJ0566|---------------------------------------------------------------------|
 TJ0566
 TJ0566                          SUPERSEDED SURVEY CONTROL
 TJ0566
 TJ0566  NAD 83(1986)-  48 44 14.63057(N)    106 22 37.61417(W) AD(       ) 1
 TJ0566  NAD 27      -  48 44 14.53700(N)    106 22 35.51400(W) AD(       ) 1
 TJ0566  NGVD 29 (07/19/86)  951.50   (m)         3121.7    (f) LEVELING    3  
 TJ0566
 TJ0566.Superseded values are not recommended for survey control.
 TJ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0566.See file dsdata.txt to determine how the superseded data were derived.
 TJ0566
 TJ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP9874799179(NAD 83)
 TJ0566_MARKER: DS = TRIANGULATION STATION DISK
 TJ0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0566
 TJ0566  HISTORY     - Date     Condition        Report By
 TJ0566  HISTORY     - 1934     MONUMENTED       CGS
 TJ0566
 TJ0566                          STATION DESCRIPTION
 TJ0566
 TJ0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0566'STATION IS ABOUT 11 MILES SOUTHWEST OF GLENTANA AND ABOUT
 TJ0566'0.4 MILE WEST OF MR. E. BLIKKENS FARM BUILDINGS.  THE STATION
 TJ0566'IS ON THE APPARENT HIGHEST POINT IN THE VICINITY.  THE STATION
 TJ0566'IS ON, OR NEAR, THE NORTH AND SOUTH 1/4 SECTION LINE IN SECTION
 TJ0566'32.  THE STATION IS IN A FIELD WHICH HAS BEEN UNDER CULTIVATION
 TJ0566'AND THE STATION MARK IS TEN INCHES BELOW THE SURFACE OF THE
 TJ0566'GROUND.
 TJ0566'
 TJ0566'THE STATION IS REACHED FROM THE LARSLAN POST OFFICE BY GOING
 TJ0566'NORTH ON THE AVONDALE ROAD 6.0 MILES TO A CROSSROADS.  TURN
 TJ0566'LEFT OR WEST ON THE MAIN-TRAVELED ROAD AND GO 0.9 MILE.  AT
 TJ0566'THIS POINT THE MAIN ROAD TURNS NORTH.  CONTINUE STRAIGHT AHEAD
 TJ0566'5.0 MILES.  TURN RIGHT OR NORTH AND GO 1.0 MILE.  AT THIS
 TJ0566'POINT THERE IS A WHITE SCHOOLHOUSE ON THE RIGHT.  TURN LEFT
 TJ0566'OR WEST OFF THE GRADED ROAD AND GO 1.0 MILE.  TURN RIGHT OR
 TJ0566'NORTH AND GO 4.0 MILES.  AT THIS POINT THERE IS A FENCE CORNER
 TJ0566'ON THE EAST SIDE OF THE ROAD AND MR. BLIKKENS FARM LIES ABOUT
 TJ0566'150 YARDS TO THE NORTHEAST ON THE HILL.  TURN LEFT OR WEST
 TJ0566'ACROSS THE FIELD, KEEPING ON A LINE DIRECTLY WEST OF THE
 TJ0566'FENCE CORNER.  GO 0.3 MILE TO THE STATION.
 TJ0566'
 TJ0566'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TJ0566'BRONZE DISKS SET IN CONCRETE.
 TJ0566'
 TJ0566'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND PROJECTS
 TJ0566'4 INCHES ABOVE THE GROUND.
 TJ0566'
 TJ0566'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND PROJECTS
 TJ0566'4 INCHES ABOVE THE GROUND.
 TJ0566'
 TJ0566'THE AZIMUTH MARK IS ABOUT 1/3 MILE EAST-NORTHEAST OF THE
 TJ0566'STATION.  IT IS ABOUT 0.1 MILE NORTH OF MR. BLIKKENS DRIVEWAY
 TJ0566'AND 29 FEET EAST OF THE CENTER OF THE ROAD.
 TJ0566'
 TJ0566'A 15-FOOT SIGNAL WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0917 ***********************************************************************
 RX0917  DESIGNATION -  BLIZZARD
 RX0917  PID         -  RX0917
 RX0917  STATE/COUNTY-  MT/DEER LODGE
 RX0917  USGS QUAD   -  SUGARLOAF MOUNTAIN (1996)
 RX0917
 RX0917                         *CURRENT SURVEY CONTROL
 RX0917  ___________________________________________________________________
 RX0917* NAD 83(1992)-  46 15 05.44812(N)    112 34 17.45906(W)     ADJUSTED  
 RX0917* NAVD 88     -      2335.4    (meters)    7662.     (feet)  VERTCON   
 RX0917  ___________________________________________________________________
 RX0917  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 RX0917  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 RX0917
 RX0917  HORZ ORDER  -  THIRD
 RX0917
 RX0917.The horizontal coordinates were established by classical geodetic methods
 RX0917.and adjusted by the National Geodetic Survey in July 1992..
 RX0917
 RX0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0917
 RX0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0917
 RX0917.The geoid height was determined by GEOID03.
 RX0917
 RX0917;                    North         East     Units Scale Factor Converg.
 RX0917;SPC MT       -   227,062.014   363,334.362   MT  0.99948013   -2 14 48.6
 RX0917;SPC MT       -   744,954.11  1,192,041.87   iFT  0.99948013   -2 14 48.6
 RX0917;UTM  12      - 5,123,193.157   378,867.026   MT  0.99978037   -1 08 07.3
 RX0917
 RX0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0917!SPC MT       -   0.99963599  x   0.99948013  =   0.99911631
 RX0917!UTM  12      -   0.99963599  x   0.99978037  =   0.99941644
 RX0917
 RX0917:                Primary Azimuth Mark                     Grid Az
 RX0917:SPC MT       -  THUNDERBOLT LO RESET                     048 38 10.1
 RX0917:UTM  12      -  THUNDERBOLT LO RESET                     047 31 28.8
 RX0917
 RX0917|---------------------------------------------------------------------|
 RX0917| PID    Reference Object                     Distance      Geod. Az  |
 RX0917|                                                           dddmmss.s |
 RX0917| RX0911 THUNDERBOLT LO RESET                APPROX.12.5 KM 0462321.5 |
 RX0917|---------------------------------------------------------------------|
 RX0917
 RX0917                          SUPERSEDED SURVEY CONTROL
 RX0917
 RX0917  NAD 83(1986)-  46 15 05.44796(N)    112 34 17.45505(W) AD(       ) 3
 RX0917  NAD 27      -  46 15 05.70821(N)    112 34 14.37687(W) AD(       ) 3
 RX0917  NGVD 29 (07/19/86) 2334.1    (m)         7658.     (f) VERT ANG       
 RX0917
 RX0917.Superseded values are not recommended for survey control.
 RX0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0917.See file dsdata.txt to determine how the superseded data were derived.
 RX0917
 RX0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS7886723193(NAD 83)
 RX0917
 RX0917  HISTORY     - Date     Condition        Report By
 RX0917  HISTORY     - 1949     MONUMENTED       USFS
 RX0917  HISTORY     - 1959     GOOD             USGS
 RX0917
 RX0917                          STATION DESCRIPTION
 RX0917
 RX0917'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RX0917'STATION IS LOCATED ON PROMINENT BARE MOUNTAIN KNOWN AS BLIZZARD HILL
 RX0917'AND IS ON THE CONTINENTAL DIVIDE.  LOCATED IN SE. 1/4 SEC. 23, T 6 N,
 RX0917'R 8 W.
 RX0917'
 RX0917'TO REACH FROM BOULDER, MONTANA, GO 12.8 MI. W. ON U.S. HIGHWAY 91 TO
 RX0917'BOULDER RIVER ROAD NO. 82, TURN RIGHT (W.) 15.3 MI. ALONG RD. TO
 RX0917'DEERLODGE ON CONTINENTAL DIVIDE, TURN RIGHT (N.) ALONG RD. 1.1 MI.,
 RX0917'TURN LEFT (W.) UP STEEP HILL TO HIGHEST POINT AND STATION SITE.
 RX0917'
 RX0917'STATION RECOVERED IN GOOD CONDITION.
 RX0917'
 RX0917'STATION MARK--A STANDARD USFS TABLET, STAMPED ---BLIZZARD 1949---,
 RX0917'AND SET IN A ROCK.
 RX0917'
 RX0917'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0755 ***********************************************************************
 TH0755  DESIGNATION -  BLONDIE
 TH0755  PID         -  TH0755
 TH0755  STATE/COUNTY-  MT/SHERIDAN
 TH0755  USGS QUAD   -  PARK LAKE (1983)
 TH0755
 TH0755                         *CURRENT SURVEY CONTROL
 TH0755  ___________________________________________________________________
 TH0755* NAD 83(1992)-  48 58 08.64382(N)    104 19 31.83924(W)     ADJUSTED  
 TH0755* NAVD 88     -       708.     (meters)    2323.     (feet)  SCALED    
 TH0755  ___________________________________________________________________
 TH0755  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 TH0755  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 TH0755
 TH0755  HORZ ORDER  -  THIRD
 TH0755
 TH0755.The horizontal coordinates were established by classical geodetic methods
 TH0755.and adjusted by the National Geodetic Survey in July 1992..
 TH0755
 TH0755.The orthometric height was scaled from a topographic map.
 TH0755
 TH0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0755
 TH0755.The geoid height was determined by GEOID03.
 TH0755
 TH0755;                    North         East     Units Scale Factor Converg.
 TH0755;SPC MT       -   536,937.286   978,578.383   MT  0.99998111   +3 47 06.6
 TH0755;SPC MT       - 1,761,605.27  3,210,559.00   iFT  0.99998111   +3 47 06.6
 TH0755;UTM  13      - 5,424,236.386   549,364.222   MT  0.99962994   +0 30 31.7
 TH0755
 TH0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0755!SPC MT       -   0.99989204  x   0.99998111  =   0.99987315
 TH0755!UTM  13      -   0.99989204  x   0.99962994  =   0.99952202
 TH0755
 TH0755:                Primary Azimuth Mark                     Grid Az
 TH0755:SPC MT       -  BOUNDARY MON 573 CD US                   348 20 56.0
 TH0755:UTM  13      -  BOUNDARY MON 573 CD US                   351 37 30.9
 TH0755
 TH0755|---------------------------------------------------------------------|
 TH0755| PID    Reference Object                     Distance      Geod. Az  |
 TH0755|                                                           dddmmss.s |
 TH0755| TH0749 BOUNDARY MON 573 CD US              APPROX. 3.4 KM 3520802.6 |
 TH0755|---------------------------------------------------------------------|
 TH0755
 TH0755                          SUPERSEDED SURVEY CONTROL
 TH0755
 TH0755  NAD 83(1986)-  48 58 08.64365(N)    104 19 31.84070(W) AD(       ) 3
 TH0755
 TH0755.Superseded values are not recommended for survey control.
 TH0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0755.See file dsdata.txt to determine how the superseded data were derived.
 TH0755
 TH0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ4936424236(NAD 83)
 TH0755_MARKER: DD = SURVEY DISK
 TH0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0755+STABILITY: SURFACE MOTION
 TH0755
 TH0755  HISTORY     - Date     Condition        Report By
 TH0755  HISTORY     - 1911     MONUMENTED       IBC
 TH0755
 TH0755                          STATION DESCRIPTION
 TH0755
 TH0755'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0755'ABOUT 2-1/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 573, IN SW
 TH0755'1/4 SECTION 10, TOWNSHIP 37 N, RANGE 56 E, PRINCIPAL MERIDIAN.  THE
 TH0755'STATION IS ON AN ISOLATED KNOB.
 TH0755'
 TH0755'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0755'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0682 ***********************************************************************
 SR0682  DESIGNATION -  BLOOD
 SR0682  PID         -  SR0682
 SR0682  STATE/COUNTY-  MT/FERGUS
 SR0682  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0682
 SR0682                         *CURRENT SURVEY CONTROL
 SR0682  ___________________________________________________________________
 SR0682* NAD 83(1992)-  47 27 39.26826(N)    109 50 04.46502(W)     ADJUSTED  
 SR0682* NAVD 88     -      1117.076  (meters)    3664.94   (feet)  ADJUSTED  
 SR0682  ___________________________________________________________________
 SR0682  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 SR0682  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 SR0682  DYNAMIC HT  -        1117.009 (meters)    3664.72  (feet)  COMP
 SR0682  MODELED GRAV-     980,514.5   (mgal)                       NAVD 88
 SR0682
 SR0682  HORZ ORDER  -  SECOND
 SR0682  VERT ORDER  -  SECOND    CLASS 0
 SR0682
 SR0682.The horizontal coordinates were established by classical geodetic methods
 SR0682.and adjusted by the National Geodetic Survey in July 1992..
 SR0682
 SR0682.The orthometric height was determined by differential leveling
 SR0682.and adjusted by the National Geodetic Survey in June 1991..
 SR0682
 SR0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0682
 SR0682.The geoid height was determined by GEOID03.
 SR0682
 SR0682.The dynamic height is computed by dividing the NAVD 88
 SR0682.geopotential number by the normal gravity value computed on the
 SR0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0682.degrees latitude (g = 980.6199 gals.).
 SR0682
 SR0682.The modeled gravity was interpolated from observed gravity values.
 SR0682
 SR0682;                    North         East     Units Scale Factor Converg.
 SR0682;SPC MT       -   356,842.228   574,787.951   MT  0.99942321   -0 14 41.1
 SR0682;SPC MT       - 1,170,742.22  1,885,787.24   iFT  0.99942321   -0 14 41.1
 SR0682;UTM  12      - 5,257,043.458   587,836.880   MT  0.99969481   +0 51 31.5
 SR0682
 SR0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0682!SPC MT       -   0.99982712  x   0.99942321  =   0.99925043
 SR0682!UTM  12      -   0.99982712  x   0.99969481  =   0.99952198
 SR0682
 SR0682|---------------------------------------------------------------------|
 SR0682| PID    Reference Object                     Distance      Geod. Az  |
 SR0682|                                                           dddmmss.s |
 SR0682| SR0684 BLOOD RM 1                           17.514 METERS 01546     |
 SR0682| CQ5139 BUTTE 3671                                         2082600.0 |
 SR0682| SR0683 BLOOD RM 2                           20.970 METERS 25337     |
 SR0682|---------------------------------------------------------------------|
 SR0682
 SR0682                          SUPERSEDED SURVEY CONTROL
 SR0682
 SR0682  NAD 83(1986)-  47 27 39.26553(N)    109 50 04.44599(W) AD(       ) 2
 SR0682  NAD 27      -  47 27 39.34200(N)    109 50 01.75380(W) AD(       ) 2
 SR0682  NGVD 29 (??/??/92) 1116.233  (m)         3662.17   (f) ADJ UNCH    2 0
 SR0682
 SR0682.Superseded values are not recommended for survey control.
 SR0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0682.See file dsdata.txt to determine how the superseded data were derived.
 SR0682
 SR0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT8783757043(NAD 83)
 SR0682_MARKER: DS = TRIANGULATION STATION DISK
 SR0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0682_STAMPING: BLOOD 1961
 SR0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0682+STABILITY: SURFACE MOTION
 SR0682
 SR0682  HISTORY     - Date     Condition        Report By
 SR0682  HISTORY     - 1961     MONUMENTED       CGS
 SR0682  HISTORY     - 1961     GOOD             CGS
 SR0682  HISTORY     - 1965     GOOD             CGS
 SR0682
 SR0682                          STATION DESCRIPTION
 SR0682
 SR0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR0682'THE STATION IS LOCATED ABOUT 9-3/4 MILES NORTH AND 5-1/2 MILES
 SR0682'EAST OF DENTON AND ABOUT 3 MILES EAST OF COFFEE CREEK.
 SR0682'
 SR0682'TO REACH THE STATION FROM THE POST OFFICE IN DENTON, GO EAST
 SR0682'ON STATE ROUTE 235 FOR 1.6 MILES TO A SIDE ROAD LEFT, TURN LEFT
 SR0682'AND GO NORTH AND EAST ON MAIN GRAVELED ROAD FOR 6.25 MILES TO
 SR0682'A FARM HOUSE ON THE LEFT AND A SIDE ROAD LEFT, TURN LEFT AND
 SR0682'GO NORTH ON MAIN TRAVELED ROAD FOR 6.2 MILES TO THE TOP OF
 SR0682'RISE AND THE AZIMUTH MARK ON THE RIGHT, (USGS BENCH MARK BUTTE
 SR0682'3671), CONTINUE ON GRAVELED ROAD FOR 0.6 MILE TO THE STATION
 SR0682'ON THE LEFT SIDE OF ROAD.
 SR0682'
 SR0682'STATION MARK, A STANDARD DISK STAMPED BLOOD 1961, SET IN THE
 SR0682'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 SR0682'SURFACE OF THE GROUND.  THE MARK IS 54 FEET NORTH OF THE CENTER
 SR0682'OF GRAVELED ROAD, 16 FEET SOUTH OF FENCE AND 1.7 FEET WEST OF
 SR0682'WITNESS POST.
 SR0682'
 SR0682'REFERENCE MARK 1, A STANDARD DISK STAMPED BLOOD NO 1 1961,
 SR0682'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 SR0682'WITH THE SURFACE OF THE GROUND.  THE MARK IS 57.4 FEET NORTH
 SR0682'OF WITNESS POST AND 16 FEET EAST OF FENCE.
 SR0682'
 SR0682'REFERENCE MARK 2, A STANDARD DISK STAMPED BLOOD NO 2 1961,
 SR0682'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 SR0682'1 INCH.  THE MARK IS 70.4 FEET EAST OF WITNESS POST, 63 FEET
 SR0682'NORTH OF CENTER OF GRAVELED ROAD AND 2 FEET SOUTH OF FENCE.
 SR0682'
 SR0682'AZIMUTH MARK, A STANDARD USGS BENCH MARK DISK STAMPED BUTTE
 SR0682'3671, IS CLAMPED TO THE TOP OF A ROUND CAST IRON PIPE PROJECTING
 SR0682'3 INCHES.  THE MARK IS 73 FEET SOUTH OF A FIELD ENTRANCE,
 SR0682'31 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1.4 FEET
 SR0682'WEST OF WITNESS POST.
 SR0682
 SR0682                          STATION RECOVERY (1961)
 SR0682
 SR0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SR0682'16.15 MI NE FROM DENTON.
 SR0682'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0682'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0682'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0682'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0682'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0682'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 7.05 MILES
 SR0682'NORTH ALONG A GRAVELED ROAD, IN SECTION 28, T 20 N, R 15 E, ABOUT
 SR0682'MIDWAY OF A LONG S-CURVE AND 52 FEET NORTHWEST OF THE CENTER LINE OF
 SR0682'THE ROAD, 69.0 FEET NORTHEAST OF BLOOD R.M. 2, 57.4 FEET SOUTH OF
 SR0682'BLOOD R.M. 1, 16 FEET SOUTHEAST OF A FENCE, 1.5 FEET WEST OF A METAL
 SR0682'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SR0682'GROUND.
 SR0682
 SR0682                          STATION RECOVERY (1965)
 SR0682
 SR0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CA)
 SR0682'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 SR0682'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 SR0682'
 SR0682'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1060 ***********************************************************************
 SR1060  DESIGNATION -  BLOOD
 SR1060  PID         -  SR1060
 SR1060  STATE/COUNTY-  MT/PETROLEUM
 SR1060  USGS QUAD   -  DRY BLOOD CREEK EAST (1986)
 SR1060
 SR1060                         *CURRENT SURVEY CONTROL
 SR1060  ___________________________________________________________________
 SR1060* NAD 83(1992)-  47 10 02.44971(N)    108 20 43.28393(W)     ADJUSTED  
 SR1060* NAVD 88     -       991.2    (meters)    3252.     (feet)  VERTCON   
 SR1060  ___________________________________________________________________
 SR1060  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 SR1060  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 SR1060
 SR1060  HORZ ORDER  -  FIRST
 SR1060
 SR1060.The horizontal coordinates were established by classical geodetic methods
 SR1060.and adjusted by the National Geodetic Survey in July 1992..
 SR1060
 SR1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1060
 SR1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1060
 SR1060.The geoid height was determined by GEOID03.
 SR1060
 SR1060;                    North         East     Units Scale Factor Converg.
 SR1060;SPC MT       -   324,815.384   687,486.958   MT  0.99939627   +0 50 40.7
 SR1060;SPC MT       - 1,065,667.27  2,255,534.64   iFT  0.99939627   +0 50 40.7
 SR1060;UTM  12      - 5,227,180.111   701,184.408   MT  1.00009747   +1 56 50.7
 SR1060
 SR1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1060!SPC MT       -   0.99984688  x   0.99939627  =   0.99924325
 SR1060!UTM  12      -   0.99984688  x   1.00009747  =   0.99994434
 SR1060
 SR1060|---------------------------------------------------------------------|
 SR1060| PID    Reference Object                     Distance      Geod. Az  |
 SR1060|                                                           dddmmss.s |
 SR1060| CQ5140 BLOOD RM 1                           15.078 METERS 07900     |
 SR1060| CQ5141 BLOOD RM 2                           20.148 METERS 16732     |
 SR1060| CQ5142 BLOOD RM 3 AZIMUTH                                 2671028.5 |
 SR1060|---------------------------------------------------------------------|
 SR1060
 SR1060                          SUPERSEDED SURVEY CONTROL
 SR1060
 SR1060  NAD 83(1986)-  47 10 02.44426(N)    108 20 43.26468(W) AD(       ) 1
 SR1060  NAD 27      -  47 10 02.49177(N)    108 20 40.80766(W) AD(       ) 1
 SR1060  NGVD 29 (07/19/86)  990.5    (m)         3250.     (f) VERT ANG       
 SR1060
 SR1060.Superseded values are not recommended for survey control.
 SR1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1060.See file dsdata.txt to determine how the superseded data were derived.
 SR1060
 SR1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT0118427180(NAD 83)
 SR1060_MARKER: DS = TRIANGULATION STATION DISK
 SR1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1060
 SR1060  HISTORY     - Date     Condition        Report By
 SR1060  HISTORY     - 1972     MONUMENTED       NGS
 SR1060
 SR1060                          STATION DESCRIPTION
 SR1060
 SR1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1060'THE STATION IS LOCATED 11 MILES NORTH OF WINNETT, ON THE HIGHEST
 SR1060'POINT OF A LOW RIDGE, AND ON BUREAU OF LAND MANAGEMENT PROPERTY.
 SR1060'
 SR1060'TO REACH THE STATION FROM THE POST OFFICE IN WINNETT, GO NORTH ON
 SR1060'STATE HIGHWAY 244 FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY
 SR1060'200.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 200 FOR 0.2 MILE TO A
 SR1060'CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 2.4 MILE TO
 SR1060'A FORK.  TAKE LEFT FORK AND CONTINUE NORTHERLY ON GRAVEL ROAD FOR
 SR1060'8.7 MILES TO A SIDE ROAD RIGHT AND REFERENCE MARK 3 ON THE RIGHT,
 SR1060'EAST SIDE OF MAIN GRAVEL ROAD.  TURN RIGHT AND GO EAST ON BLADED
 SR1060'ROAD FOR 0.6 MILE.  HERE TURN SHARP LEFT AND GO NORTHWEST UP RIDGE
 SR1060'FOR 0.15 MILE TO THE STATION ON THE HIGHEST POINT.
 SR1060'
 SR1060'THE STATION MARKS ARE STANDARD DISKS STAMPED BLOOD 1972, THE SURFACE
 SR1060'DISK IS SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 SR1060'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 SR1060'5.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED, AND ON
 SR1060'THE HIGHEST POINT OF THE EAST END OF THE RIDGE.  THE UNDERGROUND
 SR1060'DISK WAS SET ABOUT 38 INCHES BELOW THE SURFACE OF THE GROUND.
 SR1060'
 SR1060'REFERENCE MARK NO. 1, STAMPED BLOOD NO 1 1972, IS A STANDARD DISK
 SR1060'CEMENTED IN A DRILL HOLE, IN A BURIED BOULDER THAT PROJECTS 3
 SR1060'INCHES.  IT IS 51.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 SR1060'WITH SIGN ATTACHED, AND ABOUT 2 FEET LOWER THAN THE STATION.
 SR1060'
 SR1060'REFERENCE MARK NO. 2, STAMPED BLOOD NO 2 1972, IS A STANDARD DISK
 SR1060'CEMENTED IN A DRILL HOLE, IN A BURIED BOULDER WHICH PROJECTS 2
 SR1060'INCHES.  IT IS 61.4 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 SR1060'SIGN ATTACHED, AND ABOUT 2 FEET LOWER THAN THE STATION.
 SR1060'
 SR1060'REFERENCE MARK NO. 3, STAMPED BLOOD NO 3 1972, IS A STANDARD DISK SET
 SR1060'IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT WHICH
 SR1060'PROJECTS 4 INCHES.  IT IS 3 FEET NORTHWEST OF A METAL WITNESS POST
 SR1060'WITH SIGN ATTACHED, 3.5 FEET NORTHEAST OF A POWERLINE POLE, 2 FEET
 SR1060'WEST OF A FENCE LINE, AND 49 FEET EAST OF THE CENTER OF THE
 SR1060'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0684 ***********************************************************************
 SR0684  DESIGNATION -  BLOOD RM 1
 SR0684  PID         -  SR0684
 SR0684  STATE/COUNTY-  MT/FERGUS
 SR0684  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0684
 SR0684                         *CURRENT SURVEY CONTROL
 SR0684  ___________________________________________________________________
 SR0684* NAD 83(1986)-  47 27 39.     (N)    109 50 04.     (W)     SCALED    
 SR0684* NAVD 88     -      1116.839  (meters)    3664.16   (feet)  ADJUSTED  
 SR0684  ___________________________________________________________________
 SR0684  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 SR0684  DYNAMIC HT  -        1116.773 (meters)    3663.95  (feet)  COMP
 SR0684  MODELED GRAV-     980,514.4   (mgal)                       NAVD 88
 SR0684
 SR0684  VERT ORDER  -  SECOND    CLASS 0
 SR0684
 SR0684.The horizontal coordinates were scaled from a topographic map and have
 SR0684.an estimated accuracy of +/- 6 seconds.
 SR0684
 SR0684.The orthometric height was determined by differential leveling
 SR0684.and adjusted by the National Geodetic Survey in June 1991..
 SR0684
 SR0684.The geoid height was determined by GEOID03.
 SR0684
 SR0684.The dynamic height is computed by dividing the NAVD 88
 SR0684.geopotential number by the normal gravity value computed on the
 SR0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0684.degrees latitude (g = 980.6199 gals.).
 SR0684
 SR0684.The modeled gravity was interpolated from observed gravity values.
 SR0684
 SR0684;                    North         East    Units  Estimated Accuracy
 SR0684;SPC MT       -   356,830.      574,800.      MT  (+/- 180 meters Scaled)
 SR0684
 SR0684                          SUPERSEDED SURVEY CONTROL
 SR0684
 SR0684  NGVD 29 (??/??/92) 1115.996  (m)         3661.40   (f) ADJ UNCH    2 0
 SR0684
 SR0684.Superseded values are not recommended for survey control.
 SR0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0684.See file dsdata.txt to determine how the superseded data were derived.
 SR0684
 SR0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT878570(NAD 83)
 SR0684_MARKER: DR = REFERENCE MARK DISK
 SR0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0684_STAMPING: BLOOD NO 1 1961
 SR0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0684+STABILITY: SURFACE MOTION
 SR0684
 SR0684  HISTORY     - Date     Condition        Report By
 SR0684  HISTORY     - 1961     MONUMENTED       CGS
 SR0684
 SR0684                          STATION DESCRIPTION
 SR0684
 SR0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0684'16.15 MI NE FROM DENTON.
 SR0684'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0684'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0684'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0684'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0684'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0684'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 7.05 MILES
 SR0684'NORTH ALONG A GRAVELED ROAD, IN SECTION 29, T 20 N, R 15 E, ABOUT
 SR0684'MIDWAY OF A LONG S-CURVE AND 96 FEET NORTHWEST OF THE CENTER LINE OF
 SR0684'THE ROAD, 57.4 FEET NORTH OF BLOOD 1961, 46 FEET SOUTHEAST OF A FENCE,
 SR0684'16 FEET NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SR0684'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0683 ***********************************************************************
 SR0683  DESIGNATION -  BLOOD RM 2
 SR0683  PID         -  SR0683
 SR0683  STATE/COUNTY-  MT/FERGUS
 SR0683  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0683
 SR0683                         *CURRENT SURVEY CONTROL
 SR0683  ___________________________________________________________________
 SR0683* NAD 83(1986)-  47 27 39.     (N)    109 50 04.     (W)     SCALED    
 SR0683* NAVD 88     -      1117.200  (meters)    3665.35   (feet)  ADJUSTED  
 SR0683  ___________________________________________________________________
 SR0683  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 SR0683  DYNAMIC HT  -        1117.134 (meters)    3665.13  (feet)  COMP
 SR0683  MODELED GRAV-     980,514.4   (mgal)                       NAVD 88
 SR0683
 SR0683  VERT ORDER  -  SECOND    CLASS 0
 SR0683
 SR0683.The horizontal coordinates were scaled from a topographic map and have
 SR0683.an estimated accuracy of +/- 6 seconds.
 SR0683
 SR0683.The orthometric height was determined by differential leveling
 SR0683.and adjusted by the National Geodetic Survey in June 1991..
 SR0683
 SR0683.The geoid height was determined by GEOID03.
 SR0683
 SR0683.The dynamic height is computed by dividing the NAVD 88
 SR0683.geopotential number by the normal gravity value computed on the
 SR0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0683.degrees latitude (g = 980.6199 gals.).
 SR0683
 SR0683.The modeled gravity was interpolated from observed gravity values.
 SR0683
 SR0683;                    North         East    Units  Estimated Accuracy
 SR0683;SPC MT       -   356,830.      574,800.      MT  (+/- 180 meters Scaled)
 SR0683
 SR0683                          SUPERSEDED SURVEY CONTROL
 SR0683
 SR0683  NGVD 29 (??/??/92) 1116.357  (m)         3662.58   (f) ADJ UNCH    2 0
 SR0683
 SR0683.Superseded values are not recommended for survey control.
 SR0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0683.See file dsdata.txt to determine how the superseded data were derived.
 SR0683
 SR0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT878570(NAD 83)
 SR0683_MARKER: DR = REFERENCE MARK DISK
 SR0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0683_STAMPING: BLOOD NO 2 1961
 SR0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0683+STABILITY: SURFACE MOTION
 SR0683
 SR0683  HISTORY     - Date     Condition        Report By
 SR0683  HISTORY     - 1961     MONUMENTED       CGS
 SR0683
 SR0683                          STATION DESCRIPTION
 SR0683
 SR0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0683'16.15 MI NE FROM DENTON.
 SR0683'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0683'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0683'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0683'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0683'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0683'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 7.05 MILES
 SR0683'NORTH ALONG A GRAVELED ROAD, IN SECTION 29, T 20 N, R 15 E, ABOUT
 SR0683'MIDWAY OF A LONG S-CURVE AND 64 FEET NORTHWEST OF THE CENTER LINE OF
 SR0683'THE ROAD, 69.0 FEET SOUTHWEST OF BLOOD 1961, 2 FEET SOUTHEAST OF A
 SR0683'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0589 ***********************************************************************
 QY0589  DESIGNATION -  BLOODY DICK
 QY0589  PID         -  QY0589
 QY0589  STATE/COUNTY-  MT/BEAVERHEAD
 QY0589  USGS QUAD   -  PETERSON LAKE (1979)
 QY0589
 QY0589                         *CURRENT SURVEY CONTROL
 QY0589  ___________________________________________________________________
 QY0589* NAD 83(1992)-  45 09 11.63094(N)    113 19 22.87925(W)     ADJUSTED  
 QY0589* NAVD 88     -      2992.1    (meters)    9817.     (feet)  VERTCON   
 QY0589  ___________________________________________________________________
 QY0589  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 QY0589  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 QY0589
 QY0589  HORZ ORDER  -  FIRST
 QY0589
 QY0589.The horizontal coordinates were established by classical geodetic methods
 QY0589.and adjusted by the National Geodetic Survey in July 1992..
 QY0589
 QY0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0589
 QY0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0589
 QY0589.The geoid height was determined by GEOID03.
 QY0589
 QY0589;                    North         East     Units Scale Factor Converg.
 QY0589;SPC MT       -   107,727.265   299,517.290   MT  0.99991148   -2 47 47.6
 QY0589;SPC MT       -   353,435.91    982,668.27   iFT  0.99991148   -2 47 47.6
 QY0589;UTM  12      - 5,002,597.854   317,399.194   MT  1.00000999   -1 38 50.9
 QY0589
 QY0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0589!SPC MT       -   0.99953295  x   0.99991148  =   0.99944447
 QY0589!UTM  12      -   0.99953295  x   1.00000999  =   0.99954293
 QY0589
 QY0589|---------------------------------------------------------------------|
 QY0589| PID    Reference Object                     Distance      Geod. Az  |
 QY0589|                                                           dddmmss.s |
 QY0589| CN4013 BLOODY DICK RM 1                      4.201 METERS 13552     |
 QY0589| CN4012 BLOODY DICK AZ MK                                  1814913.4 |
 QY0589| CN4014 BLOODY DICK RM 2                      4.538 METERS 34832     |
 QY0589|---------------------------------------------------------------------|
 QY0589
 QY0589                          SUPERSEDED SURVEY CONTROL
 QY0589
 QY0589  NAD 83(1986)-  45 09 11.63005(N)    113 19 22.87565(W) AD(       ) 1
 QY0589  NAD 27      -  45 09 11.90000(N)    113 19 19.68700(W) AD(       ) 1
 QY0589  NGVD 29 (07/19/86) 2990.6    (m)         9812.     (f) VERT ANG       
 QY0589
 QY0589.Superseded values are not recommended for survey control.
 QY0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0589.See file dsdata.txt to determine how the superseded data were derived.
 QY0589
 QY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR1739902598(NAD 83)
 QY0589_MARKER: Z = SEE DESCRIPTION
 QY0589_SETTING: 66 = SET IN ROCK OUTCROP
 QY0589_SP_SET: PARTIALLY EXPOSED BEDROCK
 QY0589
 QY0589  HISTORY     - Date     Condition        Report By
 QY0589  HISTORY     - 1956     MONUMENTED       CGS
 QY0589  HISTORY     - 1956     GOOD             USGS
 QY0589
 QY0589                          STATION DESCRIPTION
 QY0589
 QY0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0589'THE STATION IS ABOUT 35 MILES WEST OF DILLON, MONTANA, 30
 QY0589'MILES EAST OF SALMON, IDAHO AND 20 MILES SOUTH OF JACKSON, MONTANA,
 QY0589'AND ON THE HIGHEST POINT OF BLOODY DICK MOUNTAIN.
 QY0589'
 QY0589'THE STATION IS BEST REACHED BY PACK TRAIN FROM SELWAY LAKE
 QY0589'RESERVOIR.  HORSES AND A GUIDE MAY BE OBTAINED FROM JOHN
 QY0589'DOOLING OWNER OF THE DIAMOND BAR INN AT JACKSON, MONTANA.
 QY0589'
 QY0589'THE STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 QY0589'BENCH MARK DISK SET IN A DRILL HOLE IN OUTCROPPING ROCK THAT
 QY0589'IS FLUSH WITH THE GROUND.  THE DISK IS NOT STAMPED.
 QY0589'
 QY0589'REFERENCE MARK 1 IS STAMPED BLOODY DICK USGS NO 1 1956.
 QY0589'
 QY0589'REFERENCE MARK 2 IS STAMPED BLOODY DICK USGS NO 2 1956.
 QY0589'
 QY0589'THE AZIMUTH MARK IS LOCATED ON THE HIGHEST POINT SOUTHWEST OF
 QY0589'THE STATION.  IT IS IN A DRILL HOLE IN OUTCROPPING ROCK ON THE
 QY0589'NORTHWEST FACE OF A BLUFF.  THE DISK IS STAMPED BLOODY DICK
 QY0589'USGS 1956.
 QY0589
 QY0589                          STATION RECOVERY (1956)
 QY0589
 QY0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QY0589'STATION MARK--STANDARD TABLET, UNSTAMPED, CEMENTED IN SOLID ROCK
 QY0589'UNDER LARGE MONUMENT.
 QY0589'
 QY0589'RM 1--CHISELED CROSS ON SOLID ROCK S.
 QY0589'
 QY0589'DESCRIPTION FOLLOWS--LOCATED ABOUT 35 MI W. OF DILLON, 30 MI
 QY0589'E. OF SALMON, ID, 20 MI S. OF JACKSON.  ON HIGHEST POINT OF BLOODY
 QY0589'DICK MOUNTAIN.
 QY0589'
 QY0589'REACHED BEST BY PACK TRAIN FROM SELWAY LAKE RESERVOIR.  HORSES
 QY0589'AND GUIDE CAN BE OBTAINED FROM JOHN DOOLING, DIAMOND BAR INN,
 QY0589'JACKSON.
 QY0589'
 QY0589'STATION MARK--STANDARD TABLET, UNSTAMPED, IN DRILL HOLE IN
 QY0589'OUTCROPPING ROCK FLUSH WITH GROUND.
 QY0589'
 QY0589'RM 1--NGS DISK STAMPED---BLOODY DICK USGS NO 1 1956.---
 QY0589'
 QY0589'RM 2--NGS DISK STAMPED---BLOODY DICK USGS NO 2 1956.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0383 ***********************************************************************
 SP0383  DESIGNATION -  BLOOM ET
 SP0383  PID         -  SP0383
 SP0383  STATE/COUNTY-  MT/DAWSON
 SP0383  USGS QUAD   -  STINKING COULEE (1972)
 SP0383
 SP0383                         *CURRENT SURVEY CONTROL
 SP0383  ___________________________________________________________________
 SP0383* NAD 83(1992)-  47 22 20.36904(N)    104 54 21.05304(W)     ADJUSTED  
 SP0383* NAVD 88     -       887.0    (meters)    2910.     (feet)  VERTCON   
 SP0383  ___________________________________________________________________
 SP0383  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 SP0383  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SP0383
 SP0383  HORZ ORDER  -  THIRD
 SP0383
 SP0383.The horizontal coordinates were established by classical geodetic methods
 SP0383.and adjusted by the National Geodetic Survey in July 1992..
 SP0383
 SP0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0383
 SP0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0383
 SP0383.The geoid height was determined by GEOID03.
 SP0383
 SP0383;                    North         East     Units Scale Factor Converg.
 SP0383;SPC MT       -   357,112.514   946,575.381   MT  0.99941231   +3 21 38.3
 SP0383;SPC MT       - 1,171,628.98  3,105,562.27   iFT  0.99941231   +3 21 38.3
 SP0383;UTM  13      - 5,246,544.855   507,108.078   MT  0.99960062   +0 04 09.4
 SP0383
 SP0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0383!SPC MT       -   0.99986358  x   0.99941231  =   0.99927597
 SP0383!UTM  13      -   0.99986358  x   0.99960062  =   0.99946425
 SP0383
 SP0383:                Primary Azimuth Mark                     Grid Az
 SP0383:SPC MT       -  THREEMILE                                150 51 00.8
 SP0383:UTM  13      -  THREEMILE                                154 08 29.7
 SP0383
 SP0383|---------------------------------------------------------------------|
 SP0383| PID    Reference Object                     Distance      Geod. Az  |
 SP0383|                                                           dddmmss.s |
 SP0383| SP0382 THREEMILE                           APPROX.18.2 KM 1541239.1 |
 SP0383|---------------------------------------------------------------------|
 SP0383
 SP0383                          SUPERSEDED SURVEY CONTROL
 SP0383
 SP0383  NAD 83(1986)-  47 22 20.36156(N)    104 54 21.04127(W) AD(       ) 3
 SP0383  NAD 27      -  47 22 20.31402(N)    104 54 19.16648(W) AD(       ) 3
 SP0383  NGVD 29 (07/19/86)  886.4    (m)         2908.     (f) VERT ANG       
 SP0383
 SP0383.Superseded values are not recommended for survey control.
 SP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0383.See file dsdata.txt to determine how the superseded data were derived.
 SP0383
 SP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN0710846545(NAD 83)
 SP0383_MARKER: DD = SURVEY DISK
 SP0383_SETTING: 0 = UNSPECIFIED SETTING
 SP0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0383
 SP0383  HISTORY     - Date     Condition        Report By
 SP0383  HISTORY     - 1972     MONUMENTED       USGS
 SP0383
 SP0383                          STATION DESCRIPTION
 SP0383
 SP0383'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SP0383'STATION IS ABOUT 2.6 MI. S. OF BLOOMFIELD, MONTANA, ABOUT 0.5 MI. E.
 SP0383'OF MONTANA SECONDARY HIGHWAY 254.
 SP0383'
 SP0383'TO REACH FROM BLOOMFIELD POST OFFICE, GO S. ON MONTANA SECONDARY
 SP0383'HIGHWAY 254 2.6 MI. TO A FIELD RD. LEADING E., TURN LEFT AND GO E.
 SP0383'ALONG S. SIDE OF THE FENCE 0.5 MI. TO STATION, ABOUT 300 FT. E. OF
 SP0383'A FENCE CORNER N. AND W.
 SP0383'
 SP0383'STATION MARK--STANDARD ALUMINUM TABLET, SET IN A CONCRETE POST, AND
 SP0383'STAMPED ---BLOOM-ET 1972---.
 SP0383'
 SP0383'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0929 ***********************************************************************
 TN0929  DESIGNATION -  BLUE
 TN0929  PID         -  TN0929
 TN0929  STATE/COUNTY-  MT/LINCOLN
 TN0929  USGS QUAD   -  VERMICULITE MOUNTAIN (1983)
 TN0929
 TN0929                         *CURRENT SURVEY CONTROL
 TN0929  ___________________________________________________________________
 TN0929* NAD 83(1992)-  48 29 55.00232(N)    115 27 10.73083(W)     ADJUSTED  
 TN0929* NAVD 88     -      1842.1    (meters)    6044.     (feet)  VERTCON   
 TN0929  ___________________________________________________________________
 TN0929  LAPLACE CORR-           8.04  (seconds)                    DEFLEC99
 TN0929  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TN0929
 TN0929  HORZ ORDER  -  FIRST
 TN0929
 TN0929.The horizontal coordinates were established by classical geodetic methods
 TN0929.and adjusted by the National Geodetic Survey in July 1992..
 TN0929
 TN0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0929
 TN0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0929
 TN0929.The geoid height was determined by GEOID03.
 TN0929
 TN0929;                    North         East     Units Scale Factor Converg.
 TN0929;SPC MT       -   488,824.579   160,595.967   MT  0.99973100   -4 21 16.7
 TN0929;SPC MT       - 1,603,755.18    526,889.66   iFT  0.99973100   -4 21 16.7
 TN0929;UTM  11      - 5,372,876.898   614,282.617   MT  0.99976046   +1 09 31.5
 TN0929
 TN0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0929!SPC MT       -   0.99971385  x   0.99973100  =   0.99944493
 TN0929!UTM  11      -   0.99971385  x   0.99976046  =   0.99947438
 TN0929
 TN0929:                Primary Azimuth Mark                     Grid Az
 TN0929:SPC MT       -  ZEIGLER                                  062 26 48.6
 TN0929:UTM  11      -  ZEIGLER                                  056 56 00.4
 TN0929
 TN0929|---------------------------------------------------------------------|
 TN0929| PID    Reference Object                     Distance      Geod. Az  |
 TN0929|                                                           dddmmss.s |
 TN0929| TN0895 ZEIGLER                             APPROX.16.4 KM 0580531.9 |
 TN0929| CH6486 BLUE RM 2                            15.077 METERS 20054     |
 TN0929| TN0927 BLUE MOUNTAIN                        23.994 METERS 31332     |
 TN0929| TN0926 BLUE MOUNTAIN LOT                    24.554 METERS 31628     |
 TN0929| CH6485 BLUE RM 1                            14.025 METERS 34418     |
 TN0929| TN0928 BLUE MTN GENERAL TEL CO MAST         53.154 METERS 35049     |
 TN0929|---------------------------------------------------------------------|
 TN0929
 TN0929                          SUPERSEDED SURVEY CONTROL
 TN0929
 TN0929  NAD 83(1986)-  48 29 55.01492(N)    115 27 10.73481(W) AD(       ) 1
 TN0929  NAD 27      -  48 29 55.18421(N)    115 27 07.12596(W) AD(       ) 1
 TN0929  NGVD 29 (07/19/86) 1840.8    (m)         6039.     (f) VERT ANG       
 TN0929
 TN0929.Superseded values are not recommended for survey control.
 TN0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0929.See file dsdata.txt to determine how the superseded data were derived.
 TN0929
 TN0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1428372877(NAD 83)
 TN0929_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0929_SETTING: 66 = SET IN ROCK OUTCROP
 TN0929
 TN0929  HISTORY     - Date     Condition        Report By
 TN0929  HISTORY     - 1959     MONUMENTED       CGS
 TN0929  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TN0929  HISTORY     - 1963     GOOD             USGS
 TN0929
 TN0929                          STATION DESCRIPTION
 TN0929
 TN0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0929'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH AND 4-1/2 MILES EAST
 TN0929'OF LIBBY, 8 MILES WEST OF WARLAND, NEAR THE NORTHEAST CORNER
 TN0929'OF SECTION 32, T 32 N, R 30 W, ON THE HIGHEST PART OF BLUE
 TN0929'MOUNTAIN AT THE SITE OF THE BLUE MTN LOOKOUT TOWER.
 TN0929'
 TN0929'TO REACH FROM THE NORTHEAST END OF THE KOOTENAI RIVER BRIDGE,
 TN0929'IN LIBBY, GO NORTHEASTERLY ON STATE HIGHWAY 37 FOR 21.3 MILES
 TN0929'TO A SIDE ROAD SHARP LEFT.  CONTINUE ON HIGHWAY FOR 1.6 MILES
 TN0929'TO AN ANGLING CROSSROAD AT SIGN 18 BLUE MOUNTAIN LOOKOUT.
 TN0929'TURN LEFT, LEAVING HIGHWAY, AND FOLLOW GRAVELED ROAD NORTH AND
 TN0929'WEST FOR 1.6 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 TN0929'WESTERLY FOR 6.8 MILES TO A FORK AT SIGN 5 BLUE MOUNTAIN
 TN0929'LOOKOUT.  TAKE THE LEFT FORK AND FOLLOW GRADED WOODS ROAD UP
 TN0929'GRADE SOUTHERLY FOR 4.15 MILES TO THE LOOKOUT TOWER AT
 TN0929'THE TOP OF THE MOUNTAIN AND THE STATION AS DESCRIBED.
 TN0929'
 TN0929'STATION MARK IS A STANDARD DISK, STAMPED BLUE 1959, CEMENTED
 TN0929'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE.
 TN0929'IT IS 81 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT
 TN0929'TOWER AND 48 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF
 TN0929'A SMALL CABIN.
 TN0929'
 TN0929'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUE NO 1 1959,
 TN0929'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER PROJECTING
 TN0929'8 INCHES.  IT IS 52 FEET EAST-SOUTHEAST OF THE LOOKOUT TOWER
 TN0929'LEG AND 14 FEET EAST-SOUTHEAST OF THE CABIN CORNER.
 TN0929'
 TN0929'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUE NO 2 1959,
 TN0929'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING
 TN0929'SURFACE.  IT IS 105 FEET SOUTH-SOUTHEAST OF THE LOOKOUT TOWER
 TN0929'LEG AND 88 FEET SOUTH OF THE CABIN CORNER.
 TN0929'
 TN0929'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF THE
 TN0929'BASE OF THE LOOKOUT TOWER AND TO THE CENTER OF THE BASE OF THE
 TN0929'MICRO-WAVE MAST.
 TN0929'
 TN0929'BLUE MTN (USFS) IS A U.S. FOREST SERVICE MARK, STAMPED BLUE
 TN0929'MTN.  IT IS A 2 INCH BRONZE CAP BOLTED TO THE TOP OF AN 1-1/2
 TN0929'INCH IRON PIPE PROJECTING 14 INCHES.  IT IS 11.4 FEET
 TN0929'WEST-NORTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 8.5
 TN0929'FEET EAST-NORTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  A
 TN0929'TRAVERSE CONNECTION WAS MADE TO THIS MARK WITH A 30 METER STEEL
 TN0929'TAPE.  THE MARK WAS FOUND TO BE LOOSE IN THE GROUND SO DID
 TN0929'NOT APPEAR TO WARRANT A SECOND ORDER TRAVERSE.
 TN0929
 TN0929                          STATION RECOVERY (1960)
 TN0929
 TN0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0929'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY OSCAR S. RISVOLD
 TN0929'IN 1959.
 TN0929
 TN0929                          STATION RECOVERY (1963)
 TN0929
 TN0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JRM)
 TN0929'STATION MARK- STANDARD USC AND GS DISK STAMPED, -BLUE 1959-, CEMENTED
 TN0929'IN DRILL HOLE IN BED ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0880 ***********************************************************************
 TM0880  DESIGNATION -  BLUE
 TM0880  PID         -  TM0880
 TM0880  STATE/COUNTY-  MT/GLACIER
 TM0880  USGS QUAD   -  BROWNING (1968)
 TM0880
 TM0880                         *CURRENT SURVEY CONTROL
 TM0880  ___________________________________________________________________
 TM0880* NAD 83(1992)-  48 32 59.08530(N)    113 06 52.09133(W)     ADJUSTED  
 TM0880* NAVD 88     -      1430.2    (meters)    4692.     (feet)  VERTCON   
 TM0880  ___________________________________________________________________
 TM0880  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 TM0880  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 TM0880
 TM0880  HORZ ORDER  -  SECOND
 TM0880
 TM0880.The horizontal coordinates were established by classical geodetic methods
 TM0880.and adjusted by the National Geodetic Survey in July 1992..
 TM0880
 TM0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0880
 TM0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0880
 TM0880.The geoid height was determined by GEOID03.
 TM0880
 TM0880;                    North         East     Units Scale Factor Converg.
 TM0880;SPC MT       -   483,957.850   333,307.148   MT  0.99975482   -2 38 38.4
 TM0880;SPC MT       - 1,587,788.22  1,093,527.39   iFT  0.99975482   -2 38 38.4
 TM0880;UTM  12      - 5,379,563.747   343,957.437   MT  0.99989916   -1 35 06.6
 TM0880
 TM0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0880!SPC MT       -   0.99977812  x   0.99975482  =   0.99953299
 TM0880!UTM  12      -   0.99977812  x   0.99989916  =   0.99967730
 TM0880
 TM0880:                Primary Azimuth Mark                     Grid Az
 TM0880:SPC MT       -  BLUE AZ MK                               071 14 40.6
 TM0880:UTM  12      -  BLUE AZ MK                               070 11 08.8
 TM0880
 TM0880|---------------------------------------------------------------------|
 TM0880| PID    Reference Object                     Distance      Geod. Az  |
 TM0880|                                                           dddmmss.s |
 TM0880| CN4021 BLUE AZ MK                                         0683602.2 |
 TM0880| TM0884 BROWNING MUNICIPAL TANK             APPROX. 7.4 KM 0832412.1 |
 TM0880| CN4022 BLUE RM 1                             7.182 METERS 17246     |
 TM0880| CN4023 BLUE RM 2                             6.803 METERS 32129     |
 TM0880|---------------------------------------------------------------------|
 TM0880
 TM0880                          SUPERSEDED SURVEY CONTROL
 TM0880
 TM0880  NAD 83(1986)-  48 32 59.09275(N)    113 06 52.08202(W) AD(       ) 2
 TM0880  NAD 27      -  48 32 59.19648(N)    113 06 48.75885(W) AD(       ) 2
 TM0880  NGVD 29 (07/19/86) 1429.0    (m)         4688.     (f) VERT ANG       
 TM0880
 TM0880.Superseded values are not recommended for survey control.
 TM0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0880.See file dsdata.txt to determine how the superseded data were derived.
 TM0880
 TM0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU4395779564(NAD 83)
 TM0880_MARKER: DS = TRIANGULATION STATION DISK
 TM0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0880
 TM0880  HISTORY     - Date     Condition        Report By
 TM0880  HISTORY     - 1963     MONUMENTED       CGS
 TM0880
 TM0880                          STATION DESCRIPTION
 TM0880
 TM0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0880'THE STATION IS ABOUT 9 MILES NORTH-NORTHEAST OF EAST GLACIER AND
 TM0880'5 MILES WEST OF BROWNING ON THE NORTH SIDE OF U. S. HIGHWAY 89
 TM0880'AND STATE HIGHWAY 287 ON A SMALL BARE HILL.
 TM0880'
 TM0880'TO REACH THE STATION FROM THE POST OFFICE IN BROWNING GO SOUTH ON
 TM0880'MAIN STREET FOR 0.25 MILE TO U. S. HIGHWAYS 2 AND 89 AND STATE
 TM0880'HIGHWAY 287.  TURN RIGHT, WEST AND GO 0.4 MILE TO WHERE U. S.
 TM0880'HIGHWAY 2 TURNS LEFT AND U. S. HIGHWAY 89 AND STATE HIGHWAY 287
 TM0880'CONTINUES WEST.  CONTINUE ON U. S. HIGHWAY 89 AND STATE HIGHWAY
 TM0880'287 FOR 3.7 MILES TO A SMALL BLUE STANDPIPE ON THE LEFT.  CONTINUE
 TM0880'WEST, ON THE HIGHWAY, FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 TM0880'RIGHT.  CONTINUE WEST, ON THE HIGHWAY, FOR 0.05 MILE TO THE
 TM0880'TOP OF THE GRADE AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT,
 TM0880'ON THE TRACK ROAD, AND GO 0.1 MILE TO A FORK.  KEEP THE LEFT FORK
 TM0880'FOR 0.2 MILE, HERE TURN LEFT AND PICK YOUR WAY SOUTH TO THE TOP
 TM0880'OF THE HILL AND THE STATION.
 TM0880'
 TM0880'STATION MARK IS A STANDARD DISK, STAMPED BLUE 1963, SET IN THE TOP
 TM0880'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS ABOUT
 TM0880'100 FEET NORTH OF AND ABOUT 20 FEET HIGHER THAN HIGHWAY, 23.5 FEET
 TM0880'NORTH OF A POWERLINE POLE WITH A TRIANGLE BLAZE ON THE NORTH SIDE
 TM0880'AND 10 FEET NORTHWEST OF A WITNESS POST.
 TM0880'
 TM0880'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUE NO 1 1963, SET IN
 TM0880'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 TM0880'4.5 FEET WEST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS
 TM0880'THE STATION.
 TM0880'
 TM0880'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUE NO 2 1963, CEMENTED
 TM0880'IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING 2 INCHES.
 TM0880'IT IS 31.5 FEET NORTHWEST OF THE WITNESS POST AND ABOUT THE SAME
 TM0880'ELEVATION AS THE STATION.
 TM0880'
 TM0880'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUE 1963, CEMENTED IN A
 TM0880'DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING 3 INCHES.  IT IS
 TM0880'ABOUT 50 FEET NORTH OF AND 20 FEET HIGHER THAN THE HIGHWAY, 14.5
 TM0880'FEET WEST OF A POWERLINE POLE AND 7 FEET NORTH-NORTHEAST OF A
 TM0880'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0567 ***********************************************************************
 QW0567  DESIGNATION -  BLUE
 QW0567  PID         -  QW0567
 QW0567  STATE/COUNTY-  MT/YELLOWSTONE
 QW0567  USGS QUAD   -  STRATFORD HILL (1967)
 QW0567
 QW0567                         *CURRENT SURVEY CONTROL
 QW0567  ___________________________________________________________________
 QW0567* NAD 83(1993)-  45 31 07.80835(N)    108 35 54.17431(W)     ADJUSTED  
 QW0567* NAVD 88     -      1516.7    (meters)    4976.     (feet)  VERTCON   
 QW0567  ___________________________________________________________________
 QW0567  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 QW0567  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 QW0567
 QW0567  HORZ ORDER  -  FIRST
 QW0567
 QW0567.The horizontal coordinates were established by classical geodetic methods
 QW0567.and adjusted by the National Geodetic Survey in January 1997..
 QW0567
 QW0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0567
 QW0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0567
 QW0567.The geoid height was determined by GEOID03.
 QW0567
 QW0567;                    North         East     Units Scale Factor Converg.
 QW0567;SPC MT       -   141,423.259   670,424.534   MT  0.99972820   +0 39 34.3
 QW0567;SPC MT       -   463,987.07  2,199,555.56   iFT  0.99972820   +0 39 34.3
 QW0567;UTM  12      - 5,043,394.640   687,567.258   MT  1.00003257   +1 42 50.4
 QW0567
 QW0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0567!SPC MT       -   0.99976423  x   0.99972820  =   0.99949250
 QW0567!UTM  12      -   0.99976423  x   1.00003257  =   0.99979680
 QW0567
 QW0567:                Primary Azimuth Mark                     Grid Az
 QW0567:SPC MT       -  BILLINGS AIRPORT BEACON                  007 50 10.6
 QW0567:UTM  12      -  BILLINGS AIRPORT BEACON                  006 46 54.5
 QW0567
 QW0567|---------------------------------------------------------------------|
 QW0567| PID    Reference Object                     Distance      Geod. Az  |
 QW0567|                                                           dddmmss.s |
 QW0567| QW0558 BILLINGS AIRPORT BEACON             APPROX.31.9 KM 0082944.9 |
 QW0567| QW0517 BILLINGS JCT MTN ST MICROWAVE       APPROX.28.2 KM 0340018.4 |
 QW0567| CQ6625 T4 3S R25E SECS 1 2 35 36                          0635908.4 |
 QW0567| CQ5143 BLUE RM 1                           132.604 METERS 12110     |
 QW0567| CQ6226 PRYOR ELEVATOR N GABLE                             1523211.0 |
 QW0567| CQ5144 BLUE RM 2                            26.406 METERS 23442     |
 QW0567| QW0568 GREENO TELECOMMUN MICROWAVE         APPROX. 3.7 KM 3072215.7 |
 QW0567| CQ6388 RANCH HOUSE CHIMNEY 3 MI WNW                       3123855.8 |
 QW0567| QW0577 CANYON CREEK B AIRWAY BEACON        APPROX.37.3 KM 3183538.0 |
 QW0567|---------------------------------------------------------------------|
 QW0567
 QW0567                          SUPERSEDED SURVEY CONTROL
 QW0567
 QW0567  NAD 83(1992)-  45 31 07.80220(N)    108 35 54.16730(W) AD(       ) 1
 QW0567  NAD 83(1986)-  45 31 07.80424(N)    108 35 54.15375(W) AD(       ) 1
 QW0567  NAD 27      -  45 31 07.97500(N)    108 35 51.67200(W) AD(       ) 1
 QW0567  NGVD 29 (07/19/86) 1515.8    (m)         4973.     (f) VERT ANG       
 QW0567
 QW0567.Superseded values are not recommended for survey control.
 QW0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0567.See file dsdata.txt to determine how the superseded data were derived.
 QW0567
 QW0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8756743395(NAD 83)
 QW0567
 QW0567  HISTORY     - Date     Condition        Report By
 QW0567  HISTORY     - 1925     MONUMENTED       CGS
 QW0567  HISTORY     - 1931     GOOD             CGS
 QW0567  HISTORY     - 1939     GOOD             CGS
 QW0567  HISTORY     - 1957     GOOD             CGS
 QW0567  HISTORY     - 1966     SEE DESCRIPTION  USGS
 QW0567  HISTORY     - 1972     GOOD             NGS
 QW0567
 QW0567                          STATION DESCRIPTION
 QW0567
 QW0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QW0567'ABOUT 18 MILES, AIRLINE, AND 25 MILES BY ROAD WEST OF SOUTH
 QW0567'OF BILLINGS, 9 MILES WEST OF NORTH OF PRYOR POST OFFICE, ON
 QW0567'HIGHEST POINT IN VICINITY, ON EXTREME SOUTH END OF MESA WEST OF
 QW0567'PRYOR CREEK, AND NEAR HEAD OF BLUE CREEK, 100 METERS (328
 QW0567'FEET) WEST OF WEST BOUNDARY OF CROW INDIAN RESERVATION.  MESA
 QW0567'DROPS ABRUPTLY TO SOUTH OF STATION.  LAND TO NORTHWARD AND
 QW0567'WESTWARD OF RESERVATION LINE IS UNDER CULTIVATION AND THERE
 QW0567'IS SHELL OUTCROP NEAR STATION COVERING SEVERAL ACRES.  TO
 QW0567'REACH FROM BILLINGS, TAKE BILLINGS-PRYOR ROAD CROSSING MESA,
 QW0567'AT POINT WHERE ROAD LEAVES MESA AT HEAD OF DRAW, TAKE ROAD
 QW0567'ON RIGHT LEADING WEST ON LEFT OF RESERVATION FENCE, TO GATE
 QW0567'ON BOUNDARY FENCE LINE WHERE ROAD LEADS WEST THROUGH
 QW0567'CULTIVATED FIELD FOLLOW ROAD WEST ABOUT 1/3 MILE, THEN HEAD SOUTH
 QW0567'TO STATION, ON HIGHEST POINT ON SOUTH SIDE OF FIELD, ABOUT
 QW0567'20 METERS (66 FEET) NORTHEAST OF WIRE FENCE, WHICH JOINS
 QW0567'RESERVATION FENCE 100 METERS (328 FEET) SOUTHEAST AT HEAD OF
 QW0567'DRAW.  STATION MAY BE REACHED FROM MARIN SCHOOLHOUSE ON
 QW0567'PRYOR CREEK, SOUTH ABOUT 1 MILE TO ROAD LEADING WEST UP
 QW0567'DRAW, TO BILLINGS-PRYOR ROAD MENTIONED ABOVE.  STATION
 QW0567'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 QW0567'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 QW0567'CONCRETE.  NO. 1 IS IN FENCE LINE, 132.658 METERS
 QW0567'(435.22 FEET) FROM STATION.
 QW0567'NO. 2 IS IN FENCE LINE, 26.520 METERS (87.00 FEET)
 QW0567'FROM STATION.
 QW0567
 QW0567                          STATION RECOVERY (1939)
 QW0567
 QW0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QW0567'ABOUT 18 MILES, AIRLINE, 25 MILES BY ROAD WEST OF SOUTH OF BILLINGS
 QW0567'9 MILES WEST OF NORTH OF PRYOR POST OFFICE, ON EXTREME SOUTH
 QW0567'END OF MESA WEST OF PRYOR CREEK, NEAR HEAD OF BLUE CREEK, 100
 QW0567'METERS WEST OF WEST BOUNDARY OF CROW INDIAN RESERVATION AND ON
 QW0567'HIGHEST POINT IN VICINITY.  SURFACE MARK STAMPED BLUE 1925
 QW0567'PROJECTS 2 INCHES.  UNDERGROUND MARK 36 INCHES BENEATH SURFACE.
 QW0567'BAROMETRIC ELEVATION 3825 FEET.  BAROMETER NO. 1.
 QW0567'
 QW0567'A 4- BY 4-INCH WHITE POST PROJECTING 0.78 METER IS 1.56 METERS
 QW0567'(5.12 FEET) NORTHEAST OF STATION.
 QW0567'
 QW0567'TO REACH FROM POST OFFICE IN BILLINGS, GO WEST ON U.S.
 QW0567'HIGHWAY 10 TWO BLOCKS TO NORTH BROADWAY, THEN SOUTH ON BROADWAY
 QW0567'ACROSS RAILROAD TRACKS, AT SECOND STREET SOUTH OF TRACKS GO
 QW0567'WEST 0.6 MILE TO RUSSELL-MILLER MILLING CO., TURN SOUTH ON
 QW0567'THIRTY-SEVENTH STREET AND GO 0.3 MILE, CROSS RAILROAD TRACKS
 QW0567'AND CONTINUE SOUTH ON GRADED ROAD 1.65 MILES, CROSS BRIDGE OVER
 QW0567'YELLOWSTONE RIVER AND FOLLOW MAIN ROAD AROUND BASE OF BLUFFS
 QW0567'2.0 MILES, AFTER CROSSING SMALL BRIDGE OVER CREEK TAKE LEFT
 QW0567'FORK, GO 0.05 MILE AND TAKE LEFT FORK UP CREEK 0.8 MILE, TAKE
 QW0567'LEFT FORK (MAIN ROAD) SOUTH-SOUTHEASTERLY 2.0 MILES, TAKE
 QW0567'LEFT FORK 0.8 MILE, TAKE RIGHT FORK AND CONTINUE ON MAIN ROAD
 QW0567'1.3 MILES, TAKE RIGHT FORK SOUTHERLY 1.8 MILES, PASS
 QW0567'SCHOOLHOUSE AND CONTINUE 2.0 MILES, TAKE RIGHT FORK SOUTH
 QW0567'AND FOLLOW MAIN ROAD WHICH WINDS SOUTH AND WEST ALONG TOP OF
 QW0567'MESA 9.2 MILES, TAKE RIGHT FORK WEST ALONG TOP OF MESA 2.1
 QW0567'MILES, LEAVING ROAD GO WEST THROUGH GATE AND FOLLOW WEST
 QW0567'ALONG NORTH SIDE OF FENCE 0.35 MILE TO GATE IN FENCE, GO
 QW0567'SOUTH THROUGH GATE AND ACROSS FIELD 0.2 MILE TO STATION.
 QW0567'
 QW0567'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET AS
 QW0567'DESCRIBED.
 QW0567'
 QW0567'REFERENCE MARK NO. 1 IS SOUTHEAST OF AND ABOUT LEVEL WITH
 QW0567'STATION, IN FENCE LINE, PROJECTS 2 INCHES ABOVE GROUND, AND
 QW0567'STAMPED BLUE NO. 1 1939.
 QW0567'
 QW0567'REFERENCE MARK NO. 2 IS SOUTHWEST OF AND ABOUT 4 FEET LOWER
 QW0567'THAN STATION, IN OLD FENCE LINE, PROJECTS 2 INCHES ABOVE
 QW0567'GROUND, AND STAMPED BLUE NO. 2 1939.
 QW0567'
 QW0567'AZIMUTH MARK IS A U.S. GENERAL LAND OFFICE MARK ON SECTION
 QW0567'CORNER COMMON TO SECS. 35 AND 36, T. 3 S., R. 25 E., AND SECS.
 QW0567'1 AND 2, T. 4 S., R. 25 E., ABOUT 0.4 MILE EAST-NORTHEAST OF
 QW0567'STATION, 75 METERS EAST OF A TURN IN ROAD, 9.25 METERS SOUTH OF
 QW0567'CENTER LINE OF ROAD, 0.17 METERS NORTH OF FENCE LINE, PROJECTING
 QW0567'17 INCHES AND STAMPED WITH IDENTIFICATION DATA AND DATE, 1913.
 QW0567
 QW0567                          STATION RECOVERY (1957)
 QW0567
 QW0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QW0567'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 QW0567'A DISCREPANCY WAS FOUND IN THE MEASUREMENTS TO REFERENCE MARK
 QW0567'1 AND REFERENCE MARK 2, ALSO THE DISTANCE TO THE AZIMUTH MARK
 QW0567'WAS FOUND WRONG.
 QW0567'
 QW0567'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 QW0567'
 QW0567'REACHED FROM THE POST OFFICE IN BILLINGS BY GOING WESTERLY ON
 QW0567'U.S. HIGHWAY 10 AND 12 FOR 1.7 MILES TO A RAILROAD UNDERPASS,
 QW0567'CONTINUE ON HIGHWAY 10 AND 12 FOR 0.3 MILE TO A SIDE ROAD LEFT
 QW0567'(HUSKY PARKWAY SERVICE STATION IS IN THE NORTHWEST ANGLE OF THE
 QW0567'INTERSECTION), TURN LEFT AND FOLLOW MACADAM ROAD FOR 1.95 MILES
 QW0567'TO THE CENTER OF A BRIDGE OVER THE YELLOWSTONE RIVER, CONTINUE
 QW0567'ON MACADAM ROAD FOR 0.8 MILE TO THE END OF MACADAM ROAD AND
 QW0567'FORK, TAKE RIGHT FORK AND FOLLOW WINDING, GRADED ROAD FOR 3.8
 QW0567'MILES TO A SIDE ROAD LEFT AT A POWERLINE CROSSING, CONTINUE
 QW0567'SOUTHERLY ON GRADED ROAD FOR 0.95 MILE TO A SIDE ROAD LEFT,
 QW0567'TURN LEFT ON GRADED DIRT ROAD FOR 2.1 MILES TO A SIDE ROAD
 QW0567'LEFT ACROSS CATTLEGUARD, CONTINUE ON GRADED DIRT ROAD FOR 3.65
 QW0567'MILES TO A SIDE ROAD, TURN LEFT AND FOLLOW WINDING DIRT
 QW0567'ROAD EASTERLY AND SOUTHERLY FOR 4.2 MILES TO A METAL
 QW0567'MACHINE SHED ON THE RIGHT, AT A POINT WHERE DIRT ROAD
 QW0567'CURVES LEFT, CONTINUE SOUTHERLY ON DIRT ROAD FOR 3.05 MILES
 QW0567'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON THE
 QW0567'DIRT ROAD FOR 182 FEET TO A SIDE ROAD RIGHT LEADING INTO
 QW0567'A FIELD, AT THIS POINT THE MAIN ROAD CURVES TO THE LEFT,
 QW0567'TURN RIGHT, PASSING THROUGH GATE AND FOLLOW TRACK ROAD 0.55
 QW0567'MILE TO THE STATION ON THE RIGHT.
 QW0567'
 QW0567'STATION MARKS ARE STANDARD DISKS, STAMPED BLUE 1925.  THE SURFACE
 QW0567'MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST
 QW0567'PROJECTING 2 INCHES.  IT IS 47 FEET NORTHEAST OF A WIRE FENCE AND
 QW0567'39 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD.  THE UNDERGROUND
 QW0567'MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 QW0567'THE GROUND SURFACE.
 QW0567'
 QW0567'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUE NO 1 1925,
 QW0567'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING
 QW0567'1 INCH.  IT IS 17 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD
 QW0567'AND 2 FEET SOUTHEAST OF A WIRE FENCE.
 QW0567'
 QW0567'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED, BLUE NO 2 1925,
 QW0567'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING
 QW0567'3 INCHES.  IT IS 47 FEET SOUTHWEST OF THE CENTER OF A TRACK
 QW0567'ROAD AND 39 FEET SOUTHWEST OF A WIRE FENCE.
 QW0567'
 QW0567'AZIMUTH MARK IS A STANDARD U.S. BUREAU OF LAND MANAGEMENT
 QW0567'(GENERAL LAND OFFICE) SECTION CORNER MARKER, STAMPED T 48 1934,
 QW0567'WELDED TO THE TOP OF A 1 1/2-INCH IRON PIPE, PROJECTING 8 INCHES.
 QW0567'IT IS 182 FEET WEST OF THE CENTER OF A CURVE, 9 FEET NORTH OF THE
 QW0567'CENTER OF A DIRT ROAD AND 2 FEET SOUTH OF A WIRE FENCE.
 QW0567
 QW0567                          STATION RECOVERY (1966)
 QW0567
 QW0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QW0567'STATION WAS SEARCHED FOR AND FOUND DESTROYED.  STATION MARK AND
 QW0567'ONE R.M. GONE.  ONE, R.M. LEFT.
 QW0567'
 QW0567'STATION SUBSURFACE MARK MAY STILL BE THERE.  STATION WOULD BE
 QW0567'IN WHAT IS NOW A FIELD.
 QW0567
 QW0567                          STATION RECOVERY (1972)
 QW0567
 QW0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 QW0567'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 QW0567'THE DISTANCE TO R.M. 1 WAS MEASURED 0.16 METER SHORTER AND TO
 QW0567'R.M. 2 0.021 SHORTER THAN THE 1957 FIGURES.  A COMPLETE
 QW0567'DESCRIPTION FOLLOWS--
 QW0567'
 QW0567'THE STATION IS LOCATED 20 MILES SOUTH-SOUTHWEST OF BILLINGS, 13.5
 QW0567'MILES SOUTH-SOUTHEAST OF LAUREL, AND 7 MILES NORTH-NORTHWEST
 QW0567'OF PRYOR IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD OWNED BY
 QW0567'MR. JOHN H. STRATFORD OF 2020 16TH ST. WEST IN BILLINGS, PHONE
 QW0567'259-5279.
 QW0567'
 QW0567'TO REACH THE STATION FROM THE POST OFFICE ON THE CORNER OF NORTH
 QW0567'1ST ST. AND 26TH ST. IN DOWNTOWN BILLINGS GO SOUTHEAST 1 BLOCK
 QW0567'ON 26TH ST. TO MONTANA AVE.  TURN RIGHT AND GO SOUTHWEST 1
 QW0567'BLOCK ON MONTANA AVE. TO 27TH ST.  TURN LEFT AND GO SOUTHEAST
 QW0567'ON 27TH ST. 2 BLOCKS ACROSS THE RAILROAD TRACKS TO SOUTH 1ST
 QW0567'ST.  TURN RIGHT AND GO SOUTHWEST ON SOUTH 1ST ST. 1.6 MILES TO
 QW0567'THE INTERSECTION OF 6TH ST. AND FRONTAGE ROAD.  TURN LEFT ON
 QW0567'FRONTAGE ROAD AND CONTINUE SOUTH ON BILLINGS BLVD. (STATE
 QW0567'HIGHWAY 416) 0.9 MILE TO THE INTERSTATE HIGHWAY 90 OVERPASS.
 QW0567'CONTINUE SOUTHERLY ON STATE HIGHWAY 416 FOR 9.8 MILES
 QW0567'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH AND
 QW0567'WEST ON SECTION LINE JOGS ON GRADED ROAD 11.1 MILES TO A
 QW0567'GATE INTO A CULTIVATED FIELD ON THE LEFT AT A CURVE TO THE
 QW0567'WEST.  (TO REACH THE U.S. G.L.O.  SECTION CORNER MARK USED AS
 QW0567'AN AZIMUTH MARK CONTINUE WEST ABOUT 200 FEET TO THE MARK ON
 QW0567'THE LEFT.) TURN LEFT THROUGH THE GATE AND GO SOUTHWEST ALONG
 QW0567'THE NORTHWEST SIDE OF WIRE FENCE 0.5 MILE TO A GATE AND
 QW0567'REFERENCE MARK 1 ON THE LEFT.  BEAR RIGHT AROUND EDGE OF
 QW0567'FIELD 0.1 MILE WEST TO THE STATION ON THE RIGHT.
 QW0567'
 QW0567'THE STATION MARK IS A STANDARD DISK STAMPED BLUE 1925 CEMENTED
 QW0567'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH
 QW0567'THE GROUND.  IT IS 82.5 FEET NORTHWEST OF A FENCE CORNER POST
 QW0567'AND 46 FEET NORTHEAST OF A WIRE FENCE.  THE UNDERGROUND MARK
 QW0567'IS SUPPOSED TO BE 36 INCHES DEEP.
 QW0567'
 QW0567'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLUE NO 1 1925
 QW0567'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET
 QW0567'FLUSH WITH THE GROUND.  IT IS 14.5 FEET SOUTHEAST OF THE CENTER
 QW0567'OF THE TRACK ROAD, 31 FEET NORTHEAST OF THE NORTH GATE POST OF
 QW0567'A GATE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 QW0567'
 QW0567'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLUE NO 2 1925
 QW0567'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 QW0567'PROJECTING 1 INCH ABOVE GROUND.  IT IS 35 FEET SOUTHWEST OF
 QW0567'A WIRE FENCE, 1.3 FEET NORTH OF A WOODEN 4 X 4-INCH WITNESS
 QW0567'POST AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 QW0567'
 QW0567'THE U.S. G.L.O. MARK WHICH SERVES AS THE AZIMUTH MARK IS A
 QW0567'2-INCH BRASS CAP STAMPED T 3 S S 35 S 36 S 2 S 1 CC T 4 S R 25 E 9
 QW0567'RIVETED TO AN IRON PIPE PROJECTING 9 INCHES ABOVE GROUND.  IT IS
 QW0567'28 FEET SOUTH OF THE CENTER OF THE ROAD, 39 INCHES EAST OF A
 QW0567'FENCE POST, AND 2 INCHES NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 QW0567'THE WEST LINE OF THE CORNER CORRECTION WAS USED AS THE POINT.
 QW0567'
 QW0567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 QW0567'NORTH-NORTHWEST OF PRYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0368 ***********************************************************************
 SP0368  DESIGNATION -  BLUE
 SP0368  PID         -  SP0368
 SP0368  STATE/COUNTY-  MT/WIBAUX
 SP0368  USGS QUAD   -  PARSON CREEK (1982)
 SP0368
 SP0368                         *CURRENT SURVEY CONTROL
 SP0368  ___________________________________________________________________
 SP0368* NAD 83(1996)-  47 15 21.36835(N)    104 10 02.79581(W)     ADJUSTED  
 SP0368* NAVD 88     -       938.1    (meters)    3078.     (feet)  VERTCON   
 SP0368  ___________________________________________________________________
 SP0368  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 SP0368  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SP0368
 SP0368  HORZ ORDER  -  FIRST
 SP0368
 SP0368.The horizontal coordinates were established by classical geodetic methods
 SP0368.and adjusted by the National Geodetic Survey in January 1998..
 SP0368
 SP0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0368
 SP0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0368
 SP0368.The geoid height was determined by GEOID03.
 SP0368
 SP0368;                    North         East     Units Scale Factor Converg.
 SP0368;SPC MT       -   347,739.865 1,003,079.081   MT  0.99940163   +3 54 02.8
 SP0368;SPC MT       - 1,140,878.82  3,290,941.87   iFT  0.99940163   +3 54 02.8
 SP0368;SPC ND S     -   183,140.316   322,514.834   MT  0.99996287   -2 40 29.9
 SP0368;SPC ND S     -   600,854.06  1,058,119.53   iFT  0.99996287   -2 40 29.9
 SP0368;UTM  13      - 5,233,942.069   562,992.547   MT  0.99964877   +0 36 41.2
 SP0368
 SP0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0368!SPC MT       -   0.99985554  x   0.99940163  =   0.99925725
 SP0368!SPC ND S     -   0.99985554  x   0.99996287  =   0.99981841
 SP0368!UTM  13      -   0.99985554  x   0.99964877  =   0.99950436
 SP0368
 SP0368:                Primary Azimuth Mark                     Grid Az
 SP0368:SPC MT       -  BOUNDARY MON MT ND ECC                   114 05 01.5
 SP0368:SPC ND S     -  BOUNDARY MON MT ND ECC                   120 39 34.2
 SP0368:UTM  13      -  BOUNDARY MON MT ND ECC                   117 22 23.1
 SP0368
 SP0368|---------------------------------------------------------------------|
 SP0368| PID    Reference Object                     Distance      Geod. Az  |
 SP0368|                                                           dddmmss.s |
 SP0368| SP0370 BOUNDARY MON MT ND ECC              APPROX.10.5 KM 1175904.3 |
 SP0368| CQ7096 BLUE RM CROSS                        15.810 METERS 15403     |
 SP0368| SP0369 BLUE RM=BLUE 2                        6.754 METERS 16057     |
 SP0368| SP0367 BLUE CAMEL                            4.092 METERS 31847     |
 SP0368|---------------------------------------------------------------------|
 SP0368
 SP0368                          SUPERSEDED SURVEY CONTROL
 SP0368
 SP0368  NAD 83(1992)-  47 15 21.36641(N)    104 10 02.79311(W) AD(       ) 1
 SP0368  NAD 83(1986)-  47 15 21.36659(N)    104 10 02.79121(W) AD(       ) 1
 SP0368  NAD 27      -  47 15 21.31200(N)    104 10 01.02600(W) AD(       ) 1
 SP0368  NGVD 29 (07/19/86)  937.5    (m)         3076.     (f) VERT ANG       
 SP0368
 SP0368.Superseded values are not recommended for survey control.
 SP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0368.See file dsdata.txt to determine how the superseded data were derived.
 SP0368
 SP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN6299333942(NAD 83)
 SP0368_MARKER: DS = TRIANGULATION STATION DISK
 SP0368_SETTING: 66 = SET IN ROCK OUTCROP
 SP0368_SP_SET: PARTIALLY EXPOSED BEDROCK
 SP0368
 SP0368  HISTORY     - Date     Condition        Report By
 SP0368  HISTORY     - 1912     MONUMENTED       CGS
 SP0368  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SP0368  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SP0368
 SP0368                          STATION DESCRIPTION
 SP0368
 SP0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 SP0368'STATION IS ABOUT 20 MILES DUE N OF WIBAUX AND 3/4 MILE W OF THE
 SP0368'ROAD FROM THAT PLACE, ON THE HIGHEST POINT OF BLUE MOUNTAIN.
 SP0368'THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN SOLID
 SP0368'ROCK.  THE U.S.G.S. STATION BLUE CAMEL, MARKED BY A BRONZE
 SP0368'TABLET SET IN SOLID ROCK OVER WHICH IS A CAIRN 6 FEET HIGH,
 SP0368'IS 4.09 METERS FROM THE STATION N 41 DEG 13 MIN W.
 SP0368'A 1-INCH DRILL HOLE IN SOLID ROCK IS 6.76 METERS FROM THE
 SP0368'STATION S 19 DEG 03 MIN E, AND A CROSS CHISELED IN
 SP0368'SOLID ROCK IS 15.81 METERS DISTANT S 25 DEG 57 MIN E.
 SP0368'AZIMUTH OBSERVATIONS WERE MADE AT THIS STATION.
 SP0368
 SP0368                          STATION RECOVERY (1935)
 SP0368
 SP0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 SP0368'STATION FOUND AS DESCRIBED.  MARK HAS BEEN DESTROYED.  ROCK
 SP0368'CONTAINING DISK IS ABOUT 16 BY 18 BY 8 INCHES, AND IS EASILY
 SP0368'MOVED.  IT WAS FOUND ON TOP OF A HEAP OF ROCKS AND HAS
 SP0368'APPARENTLY BEEN MOVED FROM ITS ORIGINAL LOCATION AS
 SP0368'DISTANCES TO REFERENCE MARKS NO. 2 AND NO. 3 WERE GREATER
 SP0368'BY ABOUT 20 FEET THAN DISTANCES GIVEN IN ORIGINAL DESCRIPTION.
 SP0368'
 SP0368'REFERENCE MARK NO. 1 COULD NOT BE LOCATED, THOUGH EXTENSIVE
 SP0368'SEARCH WAS MADE.  CAIRN REFERRED TO IS NO LONGER IN EVIDENCE.
 SP0368'REFERENCE MARKS NO. 2 AND NO. 3 WERE FOUND AS DESCRIBED.
 SP0368
 SP0368                          STATION RECOVERY (1941)
 SP0368
 SP0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SP0368'STATION WAS LOCATED ABOUT 20 MILES N OF WIBAUX AND ABOUT 0.75
 SP0368'MILE W OF THE MAIN-TRAVELED ROAD ON THE HIGHEST POINT OF BLUE
 SP0368'MOUNTAIN.
 SP0368'
 SP0368'THE STATION MARK HAD BEEN MOVED AND WAS FOUND UNDER A ROCK CAIRN.
 SP0368'A NEW STATION, BLUE 2, WAS ESTABLISHED AND PLACED IN A DRILL
 SP0368'HOLE IN BEDROCK THAT WAS FORMERLY THE LOCATION OF THE REFERENCE
 SP0368'MARK FOR STATION BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0622 ***********************************************************************
 ST0622  DESIGNATION -  BLUE BAY
 ST0622  PID         -  ST0622
 ST0622  STATE/COUNTY-  MT/LAKE
 ST0622  USGS QUAD   -  PORCUPINE CREEK (1994)
 ST0622
 ST0622                         *CURRENT SURVEY CONTROL
 ST0622  ___________________________________________________________________
 ST0622* NAD 83(1992)-  47 50 21.08894(N)    113 59 12.85661(W)     ADJUSTED  
 ST0622* NAVD 88     -      1971.     (meters)    6467.     (feet)  SCALED    
 ST0622  ___________________________________________________________________
 ST0622  LAPLACE CORR-          17.14  (seconds)                    DEFLEC99
 ST0622  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 ST0622
 ST0622  HORZ ORDER  -  FIRST
 ST0622
 ST0622.The horizontal coordinates were established by classical geodetic methods
 ST0622.and adjusted by the National Geodetic Survey in July 1992..
 ST0622
 ST0622.The orthometric height was scaled from a topographic map.
 ST0622
 ST0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0622
 ST0622.The geoid height was determined by GEOID03.
 ST0622
 ST0622;                    North         East     Units Scale Factor Converg.
 ST0622;SPC MT       -   408,437.270   264,476.482   MT  0.99949686   -3 16 55.9
 ST0622;SPC MT       - 1,340,017.29    867,704.99   iFT  0.99949686   -3 16 55.9
 ST0622;UTM  12      - 5,302,747.328   276,508.726   MT  1.00021381   -2 12 54.0
 ST0622;UTM  11      - 5,302,823.451   725,450.788   MT  1.00022462   +2 14 04.0
 ST0622
 ST0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0622!SPC MT       -   0.99969351  x   0.99949686  =   0.99919053
 ST0622!UTM  12      -   0.99969351  x   1.00021381  =   0.99990726
 ST0622!UTM  11      -   0.99969351  x   1.00022462  =   0.99991806
 ST0622
 ST0622:                Primary Azimuth Mark                     Grid Az
 ST0622:SPC MT       -  SIX MILE LOOKOUT                         036 13 43.6
 ST0622:UTM  12      -  SIX MILE LOOKOUT                         035 09 41.7
 ST0622:UTM  11      -  SIX MILE LOOKOUT                         030 42 43.7
 ST0622
 ST0622|---------------------------------------------------------------------|
 ST0622| PID    Reference Object                     Distance      Geod. Az  |
 ST0622|                                                           dddmmss.s |
 ST0622| ST0621 SIX MILE LOOKOUT                    APPROX.19.5 KM 0325647.7 |
 ST0622| CN4024 BLUE BAY RM 1                         3.078 METERS 06523     |
 ST0622| ST0603 BRUCE RIDGE LOOKOUT                 APPROX.29.2 KM 0735029.1 |
 ST0622| ST0605 THUNDERBOLT LOOKOUT HOUSE           APPROX.23.5 KM 0824058.1 |
 ST0622| ST0607 NAPA LOOKOUT                        APPROX.19.8 KM 1071150.5 |
 ST0622| ST0615 VAN LOOKOUT                         APPROX.27.0 KM 1273105.7 |
 ST0622| ST0618 CEDAR LOOKOUT                       APPROX.19.4 KM 1685353.1 |
 ST0622| CN4025 BLUE BAY RM 2                        13.423 METERS 17525     |
 ST0622| TN0820 BLACKTAIL MOUNTAIN LOOKOUT          APPROX.34.1 KM 3041316.8 |
 ST0622|---------------------------------------------------------------------|
 ST0622
 ST0622                          SUPERSEDED SURVEY CONTROL
 ST0622
 ST0622  NAD 83(1986)-  47 50 21.10006(N)    113 59 12.84298(W) AD(       ) 1
 ST0622  NAD 27      -  47 50 21.30807(N)    113 59 09.46224(W) AD(       ) 1
 ST0622
 ST0622.Superseded values are not recommended for survey control.
 ST0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0622.See file dsdata.txt to determine how the superseded data were derived.
 ST0622
 ST0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU7650902747(NAD 83)
 ST0622_MARKER: Z = SEE DESCRIPTION
 ST0622_SETTING: 0 = UNSPECIFIED SETTING
 ST0622
 ST0622  HISTORY     - Date     Condition        Report By
 ST0622  HISTORY     - 1939     MONUMENTED       CGS
 ST0622  HISTORY     - 1940     SEE DESCRIPTION  CGS
 ST0622
 ST0622                          STATION DESCRIPTION
 ST0622
 ST0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 ST0622'STATION IS LOCATED ON A TIMBERED RIDGE NEAR THE N END OF THE
 ST0622'MISSION RANGE OF MOUNTAINS OVERLOOKING FLATHEAD LAKE TO THE W.
 ST0622'STATION IS ABOUT 3 MILES DUE E OF BLUE BAY, 8 MILES SW OF SWAN
 ST0622'LAKE RANGER STATION AND ABOUT 9 MILES SSE OF BEAR DANCE RANGER
 ST0622'STATION.
 ST0622'
 ST0622'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK
 ST0622'FLUSH WITH THE GROUND ON THE HIGHEST POINT OF A TIMBER COVERED
 ST0622'KNOLL.  STAMPED BLUE BAY 1939.
 ST0622'
 ST0622'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 ST0622'FLUSH WITH THE GROUND AND SAME ELEVATION AS STATION, STAMPED
 ST0622'BLUE BAY NO. 1, 1939.
 ST0622'
 ST0622'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN ROCK
 ST0622'OUTCROP FLUSH WITH THE GROUND.  THE SOUTHERN END OF ROCK OUTCROP
 ST0622'PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  MARK IS ABOUT 3 FEET
 ST0622'LOWER THAN STATION AND ON THE S SLOPE OF ROCK OUTCROP, STAMPED
 ST0622'BLUE BAY NO. 2, 1939.
 ST0622'
 ST0622'ELEVATION OF STATION BY BAROMETER IS 6625 FEET.
 ST0622
 ST0622                          STATION RECOVERY (1940)
 ST0622
 ST0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0622'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 ST0622'
 ST0622'STATION CAN BE REACHED FROM POLSON POST OFFICE BY GOING E ON
 ST0622'U.S. HIGHWAY 93 PAVED ROAD FOR 1.9 MILES TO PAVED ROAD ON LEFT
 ST0622'AND SIGN EAST SHORE LAKE ROAD.  TURN LEFT, (E) AND FOLLOW MAIN
 ST0622'ROAD BEARING LEFT AROUND E SIDE OF LAKE FOR 9.6 MILES TO STATE
 ST0622'FISH HATCHERY ON LEFT, (W).  CONTINUE ON MAIN ROAD N FOR 4.7
 ST0622'MILES.  LEAVE MAIN ROAD AND TURN RIGHT UPHILL ON ROAD FOR 0.01
 ST0622'MILE TO FORKS OF ROAD.  TAKE MIDDLE FORK, STRAIGHT AHEAD N AND
 ST0622'E, PASSING THE BLUE BAY RESORT ON LEFT, FOR 0.5 MILE TO RANGER
 ST0622'STATION ON RIGHT.  CONTINUE ON DIM ROAD FOR 0.4 MILE TO
 ST0622'FORKS, TAKE RIGHT FORK, (NE), FOR 0.15 MILE TO GATE.
 ST0622'CONTINUE 0.05 MILE TO ABANDONED LOG HOUSE AND END OF TRUCK
 ST0622'TRAVEL.  FROM END OF TRUCK TRAVEL FOLLOW DIM ROAD N ALONG
 ST0622'THE W SIDE OF MEADOW ABOUT ONE MILE TO END OF ROAD AT A
 ST0622'SMALL IRRIGATION DITCH.  (TRUCK CAN BE DRIVEN TO THIS
 ST0622'POINT.) CROSS DITCH AND CONTINUE N ON TRAIL FOR ABOUT 1/4
 ST0622'MILE TO CROSS TRAILS, TURN SHARP RIGHT AND FOLLOW TRAIL UP
 ST0622'MOUNTAIN ABOUT 2 MILES TO FORKS AT SWITCHBACK AND TRIANGLE
 ST0622'BLAZE ON TREE.  TAKE RIGHT FORK AND FOLLOW TRAIL UP HILL, E
 ST0622'ABOUT 3 MILES THROUGH CANYON AND SLIDE ROCK TO TOP OF DIVIDE
 ST0622'AT A LARGE OPENING.  HERE TURN RIGHT, (W), LEAVING TRAIL
 ST0622'AND FOLLOW THE HIGHEST PART OF THE RIDGE W AND S ABOUT 1
 ST0622'MILE THROUGH TIMBER TO THE HIGHEST GROUND AND STATION.
 ST0622'HIGHEST POINT CANNOT BE SEEN UNTIL ABOUT 1/4 MILE BEFORE
 ST0622'REACHING STATION.  A 4-HOUR HORSE PACK.  THERE IS WATER AND
 ST0622'GRAZING ALONG THE TRAIL ABOUT 2 MILES BEFORE REACHING
 ST0622'THE DIVIDE.  THERE IS NO WATER ON TOP.
 ST0622'
 ST0622'DISTANCES AND DIRECTIONS WERE CHECKED AND ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0367 ***********************************************************************
 SP0367  DESIGNATION -  BLUE CAMEL
 SP0367  PID         -  SP0367
 SP0367  STATE/COUNTY-  MT/WIBAUX
 SP0367  USGS QUAD   -  PARSON CREEK (1982)
 SP0367
 SP0367                         *CURRENT SURVEY CONTROL
 SP0367  ___________________________________________________________________
 SP0367* NAD 83(1996)-  47 15 21.46800(N)    104 10 02.92405(W)     ADJUSTED  
 SP0367* NAVD 88     -       939.     (meters)    3081.     (feet)  SCALED    
 SP0367  ___________________________________________________________________
 SP0367  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 SP0367  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SP0367
 SP0367  HORZ ORDER  -  SECOND
 SP0367
 SP0367.The horizontal coordinates were established by classical geodetic methods
 SP0367.and adjusted by the National Geodetic Survey in January 1998..
 SP0367
 SP0367.The orthometric height was scaled from a topographic map.
 SP0367
 SP0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0367
 SP0367.The geoid height was determined by GEOID03.
 SP0367
 SP0367;                    North         East     Units Scale Factor Converg.
 SP0367;SPC MT       -   347,742.750 1,003,076.183   MT  0.99940163   +3 54 02.7
 SP0367;SPC MT       - 1,140,888.29  3,290,932.36   iFT  0.99940163   +3 54 02.7
 SP0367;SPC ND S     -   183,143.516   322,512.284   MT  0.99996287   -2 40 30.0
 SP0367;SPC ND S     -   600,864.55  1,058,111.17   iFT  0.99996287   -2 40 30.0
 SP0367;UTM  13      - 5,233,945.116   562,989.819   MT  0.99964876   +0 36 41.1
 SP0367
 SP0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0367!SPC MT       -   0.99985546  x   0.99940163  =   0.99925717
 SP0367!SPC ND S     -   0.99985546  x   0.99996287  =   0.99981833
 SP0367!UTM  13      -   0.99985546  x   0.99964876  =   0.99950427
 SP0367
 SP0367                          SUPERSEDED SURVEY CONTROL
 SP0367
 SP0367  NAD 83(1992)-  47 15 21.46606(N)    104 10 02.92135(W) AD(       ) 2
 SP0367  NAD 83(1986)-  47 15 21.46624(N)    104 10 02.91944(W) AD(       ) 2
 SP0367  NAD 27      -  47 15 21.41100(N)    104 10 01.15400(W) AD(       ) 2
 SP0367
 SP0367.Superseded values are not recommended for survey control.
 SP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0367.See file dsdata.txt to determine how the superseded data were derived.
 SP0367
 SP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN6299033945(NAD 83)
 SP0367_MARKER: DD = SURVEY DISK
 SP0367_SETTING: 66 = SET IN ROCK OUTCROP
 SP0367_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SP0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SP0367+STABILITY: POSITION/ELEVATION WELL
 SP0367
 SP0367  HISTORY     - Date     Condition        Report By
 SP0367  HISTORY     - 1912     MONUMENTED       USGS
 SP0367
 SP0367                          STATION DESCRIPTION
 SP0367
 SP0367'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 SP0367'BLUE CAMEL (U.S.G.S.) IS NNW OF STATION BLUE 2.
 SP0367'IT IS A STANDARD BRONZE DISK SET
 SP0367'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS NOT STAMPED.
 SP0367'
 SP0367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 SP0367'STATE HIGHWAY 11, GO W ON U.S. HIGHWAY 10 FOR 0.1 MILE, THEN
 SP0367'TURN RIGHT ON A GRAVEL ROAD AND GO N FOR 13.0 MILES, THEN RIGHT,
 SP0367'E, (THIS ROAD WILL WIND NORTHERLY SHORTLY AFTER MAKING THIS TURN)
 SP0367'TURN LEFT, LEAVING ROAD AND GO UP A
 SP0367'DRAW FOR 0.6 MILE TO A FENCE.  CONTINUE W FOR APPROXIMATELY
 SP0367'250 YARDS TO A SMALL SHOULDER ON THE POINT OF A RIDGE.  END
 SP0367'OF TRUCK TRAVEL.  PACK WESTERLY TO THE TOP OF THE MOUNTAIN
 SP0367'AND THE STATION.  (APPROXIMATELY 15-MINUTE PACK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0927 ***********************************************************************
 TN0927  DESIGNATION -  BLUE MOUNTAIN
 TN0927  PID         -  TN0927
 TN0927  STATE/COUNTY-  MT/LINCOLN
 TN0927  USGS QUAD   -  VERMICULITE MOUNTAIN (1983)
 TN0927
 TN0927                         *CURRENT SURVEY CONTROL
 TN0927  ___________________________________________________________________
 TN0927* NAD 83(1992)-  48 29 55.53741(N)    115 27 11.57811(W)     ADJUSTED  
 TN0927* NAVD 88     -      1842.     (meters)    6043.     (feet)  SCALED    
 TN0927  ___________________________________________________________________
 TN0927  LAPLACE CORR-           8.10  (seconds)                    DEFLEC99
 TN0927  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TN0927
 TN0927  HORZ ORDER  -  SECOND
 TN0927
 TN0927.The horizontal coordinates were established by classical geodetic methods
 TN0927.and adjusted by the National Geodetic Survey in July 1992..
 TN0927
 TN0927.The orthometric height was scaled from a topographic map.
 TN0927
 TN0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0927
 TN0927.The geoid height was determined by GEOID03.
 TN0927
 TN0927;                    North         East     Units Scale Factor Converg.
 TN0927;SPC MT       -   488,842.376   160,579.883   MT  0.99973107   -4 21 17.3
 TN0927;SPC MT       - 1,603,813.57    526,836.89   iFT  0.99973107   -4 21 17.3
 TN0927;UTM  11      - 5,372,893.068   614,264.897   MT  0.99976041   +1 09 30.9
 TN0927
 TN0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0927!SPC MT       -   0.99971382  x   0.99973107  =   0.99944497
 TN0927!UTM  11      -   0.99971382  x   0.99976041  =   0.99947430
 TN0927
 TN0927                          SUPERSEDED SURVEY CONTROL
 TN0927
 TN0927  NAD 83(1986)-  48 29 55.55001(N)    115 27 11.58208(W) AD(       ) 2
 TN0927  NAD 27      -  48 29 55.71932(N)    115 27 07.97317(W) AD(       ) 2
 TN0927
 TN0927.Superseded values are not recommended for survey control.
 TN0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0927.See file dsdata.txt to determine how the superseded data were derived.
 TN0927
 TN0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1426572893(NAD 83)
 TN0927
 TN0927  HISTORY     - Date     Condition        Report By
 TN0927  HISTORY     - 1960     MONUMENTED       CGS
 TN0927
 TN0927                          STATION DESCRIPTION
 TN0927
 TN0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TN0927'SEE STATION BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0926 ***********************************************************************
 TN0926  DESIGNATION -  BLUE MOUNTAIN LOT
 TN0926  PID         -  TN0926
 TN0926  STATE/COUNTY-  MT/LINCOLN
 TN0926  USGS QUAD   -  VERMICULITE MOUNTAIN (1983)
 TN0926
 TN0926                         *CURRENT SURVEY CONTROL
 TN0926  ___________________________________________________________________
 TN0926* NAD 83(1992)-  48 29 55.57861(N)    115 27 11.55463(W)     ADJUSTED  
 TN0926* NAVD 88     -      1843.8    (meters)    6049.     (feet)  VERTCON   
 TN0926  ___________________________________________________________________
 TN0926  LAPLACE CORR-           8.10  (seconds)                    DEFLEC99
 TN0926  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TN0926
 TN0926  HORZ ORDER  -  THIRD
 TN0926
 TN0926.The horizontal coordinates were established by classical geodetic methods
 TN0926.and adjusted by the National Geodetic Survey in July 1992..
 TN0926
 TN0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0926
 TN0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0926
 TN0926.The geoid height was determined by GEOID03.
 TN0926
 TN0926;                    North         East     Units Scale Factor Converg.
 TN0926;SPC MT       -   488,843.608   160,580.460   MT  0.99973108   -4 21 17.3
 TN0926;SPC MT       - 1,603,817.61    526,838.78   iFT  0.99973108   -4 21 17.3
 TN0926;UTM  11      - 5,372,894.350   614,265.353   MT  0.99976042   +1 09 30.9
 TN0926
 TN0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0926!SPC MT       -   0.99971359  x   0.99973108  =   0.99944474
 TN0926!UTM  11      -   0.99971359  x   0.99976042  =   0.99947408
 TN0926
 TN0926:                Primary Azimuth Mark                     Grid Az
 TN0926:SPC MT       -  BIG CREEK BALDY                          340 10 33.8
 TN0926:UTM  11      -  BIG CREEK BALDY                          334 39 45.6
 TN0926
 TN0926|---------------------------------------------------------------------|
 TN0926| PID    Reference Object                     Distance      Geod. Az  |
 TN0926|                                                           dddmmss.s |
 TN0926| TN0948 BIG CREEK BALDY                     APPROX.16.6 KM 3354916.5 |
 TN0926|---------------------------------------------------------------------|
 TN0926
 TN0926                          SUPERSEDED SURVEY CONTROL
 TN0926
 TN0926  NAD 83(1986)-  48 29 55.59177(N)    115 27 11.55772(W) AD(       ) 3
 TN0926  NAD 27      -  48 29 55.76059(N)    115 27 07.94990(W) AD(       ) 3
 TN0926  NGVD 29 (07/19/86) 1842.5    (m)         6045.     (f) VERT ANG       
 TN0926
 TN0926.Superseded values are not recommended for survey control.
 TN0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0926.See file dsdata.txt to determine how the superseded data were derived.
 TN0926
 TN0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1426572894(NAD 83)
 TN0926
 TN0926  HISTORY     - Date     Condition        Report By
 TN0926  HISTORY     - 1959     MONUMENTED       CGS
 TN0926  HISTORY     - 1963     GOOD             USGS
 TN0926
 TN0926                          STATION DESCRIPTION
 TN0926
 TN0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0926'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH AND 4-1/2 MILES EAST
 TN0926'OF LIBBY, 8 MILES WEST OF WARLAND, NEAR THE NORTHEAST CORNER
 TN0926'OF SECTION 32, T 32 N, R 30 W AND ON THE HIGHEST POINT OF BLUE
 TN0926'MOUNTAIN.
 TN0926'
 TN0926'IT IS A WINDOWED, SHEET METAL CABIN ELEVATED BY A FOUR LEGGED
 TN0926'STRUCTURAL STEEL FRAMEWORK HAVING AN OVERALL HEIGHT OF 82 FEET.
 TN0926'
 TN0926'A TRAVERSE CONNECTION WAS MADE FROM THE DETERMINED CENTER OF
 TN0926'THE BASE OF THE LOOKOUT TOWER TO TRIANGULATION STATION BLUE,
 TN0926'THE DISTANCE BEING 80.57 FEET OR 24.558 METERS.
 TN0926
 TN0926                          STATION RECOVERY (1963)
 TN0926
 TN0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JRM)
 TN0926'STATION MARK- CENTER OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY1033 ***********************************************************************
 RY1033  DESIGNATION -  BLUE MTN ET
 RY1033  PID         -  RY1033
 RY1033  STATE/COUNTY-  MT/MISSOULA
 RY1033  USGS QUAD   -  BLUE MOUNTAIN (1978)
 RY1033
 RY1033                         *CURRENT SURVEY CONTROL
 RY1033  ___________________________________________________________________
 RY1033* NAD 83(1992)-  46 48 55.85213(N)    114 11 12.89603(W)     ADJUSTED  
 RY1033* NAVD 88     -      1970.0    (meters)    6463.     (feet)  VERTCON   
 RY1033  ___________________________________________________________________
 RY1033  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 RY1033  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 RY1033
 RY1033  HORZ ORDER  -  THIRD
 RY1033
 RY1033.The horizontal coordinates were established by classical geodetic methods
 RY1033.and adjusted by the National Geodetic Survey in July 1992..
 RY1033
 RY1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY1033
 RY1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1033
 RY1033.The geoid height was determined by GEOID03.
 RY1033
 RY1033;                    North         East     Units Scale Factor Converg.
 RY1033;SPC MT       -   295,773.045   242,735.260   MT  0.99939853   -3 25 42.6
 RY1033;SPC MT       -   970,384.01    796,375.52   iFT  0.99939853   -3 25 42.6
 RY1033;UTM  11      - 5,188,505.975   714,596.032   MT  1.00016605   +2 03 07.0
 RY1033
 RY1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1033!SPC MT       -   0.99969359  x   0.99939853  =   0.99909231
 RY1033!UTM  11      -   0.99969359  x   1.00016605  =   0.99985959
 RY1033
 RY1033                          SUPERSEDED SURVEY CONTROL
 RY1033
 RY1033  NAD 83(1986)-  46 48 55.86557(N)    114 11 12.88765(W) AD(       ) 3
 RY1033  NGVD 29 (06/10/92) 1968.9    (m)         6460.     (f) VERT ANG       
 RY1033
 RY1033.Superseded values are not recommended for survey control.
 RY1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1033.See file dsdata.txt to determine how the superseded data were derived.
 RY1033
 RY1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM1459688506(NAD 83)
 RY1033_MARKER: DS = TRIANGULATION STATION DISK
 RY1033_SETTING: 66 = SET IN ROCK OUTCROP
 RY1033_SP_SET: SET IN BEDROCK
 RY1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY1033+STABILITY: POSITION/ELEVATION WELL
 RY1033
 RY1033  HISTORY     - Date     Condition        Report By
 RY1033  HISTORY     - 1962     MONUMENTED       USGS
 RY1033
 RY1033                          STATION DESCRIPTION
 RY1033
 RY1033'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RY1033'THIS STATION ORIGINALLY ESTABLISHED BY ARTHUR STILES IN 1908 AS
 RY1033'THE REFERENCE MARK TO A SIGNAL TREE WHICH AT THAT TIME WAS THE
 RY1033'STATION MARK.
 RY1033'
 RY1033'NEW DESCRIPTION BY USGS, 1962
 RY1033'
 RY1033'STATION LOCATED ON BLUE MTN., IN T 12 N, R 21 W, ABOUT 13 (AIRLINE)
 RY1033'MI. SW. OF MISSOULA.  IT IS ON THE DIVIDE BETWEEN LOLO AND OBRIEN
 RY1033'CREEKS AND IN THE CENTER OF THE USFS BLUE MTN. LOOKOUT TOWER.
 RY1033'
 RY1033'TO REACH STATION FROM MISSOULA POST OFFICE, GO S. ON U.S. HIGHWAY 93,
 RY1033'5.7 MI. TO COUNTY ROAD ON THE RIGHT, TURN RIGHT 0.6 MI. TO T-RD. N.,
 RY1033'CONTINUE STRAIGHT AHEAD, W., 7.7 MI. ON MAIN TRAVELED RD. TO LOOKOUT
 RY1033'TOWER AND STATION.  THE LAST 3/4 MI. IS A JEEP RD., BUT CAN BE DRIVEN
 RY1033'WITH A 3/4 TON TRUCK.
 RY1033'
 RY1033'STATION MARK--STANDARD ALUMINUM TABLET CEMENTED IN SOLID ROCK, FLUSH
 RY1033'WITH GROUND.  STAMPED---BLUE MTN. E.T. 1962 6435---.  STAMPING
 RY1033'--BLUE MTN. ET 1962-- ADDED TO ORIGINAL STAMPING --6435--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0928 ***********************************************************************
 TN0928  DESIGNATION -  BLUE MTN GENERAL TEL CO MAST
 TN0928  PID         -  TN0928
 TN0928  STATE/COUNTY-  MT/LINCOLN
 TN0928  USGS QUAD   -  VERMICULITE MOUNTAIN (1983)
 TN0928
 TN0928                         *CURRENT SURVEY CONTROL
 TN0928  ___________________________________________________________________
 TN0928* NAD 83(1992)-  48 29 56.70111(N)    115 27 11.14380(W)     ADJUSTED  
 TN0928* NAVD 88     -                                                        
 TN0928  ___________________________________________________________________
 TN0928  LAPLACE CORR-           8.05  (seconds)                    DEFLEC99
 TN0928  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TN0928
 TN0928  HORZ ORDER  -  THIRD
 TN0928
 TN0928.The horizontal coordinates were established by classical geodetic methods
 TN0928.and adjusted by the National Geodetic Survey in July 1992..
 TN0928
 TN0928
 TN0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0928
 TN0928.The geoid height was determined by GEOID03.
 TN0928
 TN0928;                    North         East     Units Scale Factor Converg.
 TN0928;SPC MT       -   488,877.531   160,591.499   MT  0.99973122   -4 21 17.0
 TN0928;SPC MT       - 1,603,928.91    526,875.00   iFT  0.99973122   -4 21 17.0
 TN0928;UTM  11      - 5,372,929.178   614,273.082   MT  0.99976044   +1 09 31.2
 TN0928
 TN0928                          SUPERSEDED SURVEY CONTROL
 TN0928
 TN0928  NAD 83(1986)-  48 29 56.71371(N)    115 27 11.14777(W) AD(       ) 4
 TN0928  NAD 27      -  48 29 56.88301(N)    115 27 07.53881(W) AD(       ) 3
 TN0928
 TN0928.Superseded values are not recommended for survey control.
 TN0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0928.See file dsdata.txt to determine how the superseded data were derived.
 TN0928
 TN0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1427372929(NAD 83)
 TN0928
 TN0928  HISTORY     - Date     Condition        Report By
 TN0928  HISTORY     - 1959     MONUMENTED       CGS
 TN0928
 TN0928                          STATION DESCRIPTION
 TN0928
 TN0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0928'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH AND 4-1/2 MILES EAST
 TN0928'OF LIBBY, 8 MILES WEST OF WARLAND, NEAR THE NORTHEAST CORNER
 TN0928'OF SECTION 32, T 32 N, R 30 W, AND ABOUT 50 YARDS NORTH OF
 TN0928'THE HIGHEST POINT OF BLUE MOUNTAIN.
 TN0928'
 TN0928'IT IS AN UNPAINTED STRUCTURAL ALUMINUM MAST WITH THREE LARGE
 TN0928'MICRO-WAVE ANTENNAE AT ITS TOP AND HAS AN OVERALL HEIGHT OF
 TN0928'67 FEET.
 TN0928'
 TN0928'A TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE BASE
 TN0928'OF THE MAST TO TRIANGULATION STATION BLUE, THE DISTANCE BEING
 TN0928'174.39 FEET OR (53.154) METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0369 ***********************************************************************
 SP0369  DESIGNATION -  BLUE RM=BLUE 2
 SP0369  PID         -  SP0369
 SP0369  STATE/COUNTY-  MT/WIBAUX
 SP0369  USGS QUAD   -  PARSON CREEK (1982)
 SP0369
 SP0369                         *CURRENT SURVEY CONTROL
 SP0369  ___________________________________________________________________
 SP0369* NAD 83(1996)-  47 15 21.16163(N)    104 10 02.69092(W)     ADJUSTED  
 SP0369* NAVD 88     -       937.0    (meters)    3074.     (feet)  VERTCON   
 SP0369  ___________________________________________________________________
 SP0369  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 SP0369  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SP0369
 SP0369  HORZ ORDER  -  FIRST
 SP0369
 SP0369.The horizontal coordinates were established by classical geodetic methods
 SP0369.and adjusted by the National Geodetic Survey in January 1998..
 SP0369
 SP0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0369
 SP0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0369
 SP0369.The geoid height was determined by GEOID03.
 SP0369
 SP0369;                    North         East     Units Scale Factor Converg.
 SP0369;SPC MT       -   347,733.650 1,003,081.714   MT  0.99940163   +3 54 02.9
 SP0369;SPC MT       - 1,140,858.43  3,290,950.51   iFT  0.99940163   +3 54 02.9
 SP0369;SPC ND S     -   183,133.836   322,516.739   MT  0.99996286   -2 40 29.8
 SP0369;SPC ND S     -   600,832.80  1,058,125.78   iFT  0.99996286   -2 40 29.8
 SP0369;UTM  13      - 5,233,935.711   562,994.820   MT  0.99964877   +0 36 41.3
 SP0369
 SP0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0369!SPC MT       -   0.99985571  x   0.99940163  =   0.99925742
 SP0369!SPC ND S     -   0.99985571  x   0.99996286  =   0.99981857
 SP0369!UTM  13      -   0.99985571  x   0.99964877  =   0.99950453
 SP0369
 SP0369:                Primary Azimuth Mark                     Grid Az
 SP0369:SPC MT       -  BLUE 2 AZ MK                             132 09 56.3
 SP0369:SPC ND S     -  BLUE 2 AZ MK                             138 44 29.0
 SP0369:UTM  13      -  BLUE 2 AZ MK                             135 27 17.9
 SP0369
 SP0369|---------------------------------------------------------------------|
 SP0369| PID    Reference Object                     Distance      Geod. Az  |
 SP0369|                                                           dddmmss.s |
 SP0369| CQ7097 BLUE 2 AZ MK                                       1360359.2 |
 SP0369| CQ7098 BLUE 2 RM 1                          13.460 METERS 20459     |
 SP0369| SP0367 BLUE CAMEL                           10.656 METERS 33237     |
 SP0369|---------------------------------------------------------------------|
 SP0369
 SP0369                          SUPERSEDED SURVEY CONTROL
 SP0369
 SP0369  NAD 83(1992)-  47 15 21.15970(N)    104 10 02.68822(W) AD(       ) 1
 SP0369  NAD 83(1986)-  47 15 21.15988(N)    104 10 02.68632(W) AD(       ) 1
 SP0369  NAD 27      -  47 15 21.10500(N)    104 10 00.92100(W) AD(       ) 1
 SP0369  NGVD 29 (07/19/86)  936.4    (m)         3072.     (f) VERT ANG       
 SP0369
 SP0369.Superseded values are not recommended for survey control.
 SP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0369.See file dsdata.txt to determine how the superseded data were derived.
 SP0369
 SP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN6299533936(NAD 83)
 SP0369_MARKER: DS = TRIANGULATION STATION DISK
 SP0369_SETTING: 66 = SET IN ROCK OUTCROP
 SP0369_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SP0369
 SP0369  HISTORY     - Date     Condition        Report By
 SP0369  HISTORY     - 1941     MONUMENTED       CGS
 SP0369  HISTORY     - 1972     GOOD             USGS
 SP0369  HISTORY     - 1974     GOOD             USGS
 SP0369  HISTORY     - 1975     GOOD             USGS
 SP0369
 SP0369                          STATION DESCRIPTION
 SP0369
 SP0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SP0369'STATION IS LOCATED ABOUT 20 MILES N OF WIBAUX AND ABOUT 0.75
 SP0369'MILE W OF THE MAIN-TRAVELED ROAD ON THE HIGHEST POINT OF BLUE
 SP0369'MOUNTAIN.  IT IS SET IN A DRILL HOLE IN BEDROCK THAT WAS
 SP0369'FORMERLY A REFERENCE MARK FOR STATION BLUE 1912.  IT IS STAMPED
 SP0369'BLUE 2 1941.
 SP0369'
 SP0369'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 SP0369'IN OUTCROPPING BEDROCK.  IT IS STAMPED BLUE 2 NO. 1 1941.
 SP0369'
 SP0369'BLUE CAMEL (U.S.G.S.) IS NNW OF THE STATION AND IS USED AS AN
 SP0369'ADDITIONAL REFERENCE MARK.  IT IS A STANDARD BRONZE DISK SET
 SP0369'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS NOT STAMPED.
 SP0369'
 SP0369'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 SP0369'IS APPROXIMATELY 1.0 MILE SE OF THE STATION
 SP0369'IT IS 30 FEET NW OF A DIRT ROAD THROUGH A PASTURE, 2.5 FEET N OF A
 SP0369'WHITE REFERENCE POST AND ABOUT 100 YARDS N OF A LARGE PATCH OF
 SP0369'BRUSH THAT IS ON THE W SIDE OF THE ROAD.  IT IS STAMPED
 SP0369'BLUE 2 1941 AND PROJECTS 4 INCHES.
 SP0369'
 SP0369'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 SP0369'STATE HIGHWAY 11, GO W ON U.S. HIGHWAY 10 FOR 0.1 MILE, THEN
 SP0369'TURN RIGHT ON A GRAVEL ROAD AND GO N FOR 13.0 MILES, THEN RIGHT,
 SP0369'E, (THIS ROAD WILL WIND NORTHERLY SHORTLY AFTER MAKING THIS TURN)
 SP0369'FOR 6.0 MILES TO A POINT WHERE THE MAIN-TRAVELED ROAD CURVES TO
 SP0369'THE RIGHT AND A NARROW GRADED DIRT ROAD FOR 0.5 MILE TO THE
 SP0369'AZIMUTH MARK ON THE LEFT.  TURN LEFT, LEAVING ROAD AND GO UP A
 SP0369'DRAW FOR 0.6 MILE TO A FENCE.  CONTINUE W FOR APPROXIMATELY
 SP0369'250 YARDS TO A SMALL SHOULDER ON THE POINT OF A RIDGE.  END
 SP0369'OF TRUCK TRAVEL.  PACK WESTERLY TO THE TOP OF THE MOUNTAIN
 SP0369'AND THE STATION.  (APPROXIMATELY 15-MINUTE PACK.)
 SP0369'
 SP0369'A 4-FOOT SIGNAL AT LOVERING IS VISIBLE ON THE GROUND.
 SP0369'
 SP0369'A 4-FOOT SIGNAL AT SHEEP 2 IS VISIBLE ON THE GROUND.
 SP0369'
 SP0369'A 4-FOOT SIGNAL AT FLAT IS VISIBLE ON THE GROUND.
 SP0369
 SP0369                          STATION RECOVERY (1972)
 SP0369
 SP0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 SP0369'TO REACH THE STATION FROM THE JUNCTION OF MONTANA SECONDARY
 SP0369'HIGHWAY 261 WITH INTERSTATE HIGHWAY 94 JUST NORTH OF WIBAUX
 SP0369'GO NORTH ON HIGHWAY 261 FOR 8.8 MILES TO THE END OF THE
 SP0369'PAVEMENT.  CONTINUE NORTHERLY ON GRAVEL ROAD FOR 6.5 MILES TO T
 SP0369'ROAD S.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 1.3 MILES
 SP0369'TO A T ROAD N.  TURN LEFT AND GO NORTHERLY ON GRAVEL ROAD
 SP0369'FOR 1.6 MILES.  TURN LEFT AND GO WESTERLY ACROSS COUNTRY
 SP0369'THROUGH A SADDLE FOR 0.9 MILES AND END OF TRUCK TRAVEL.  PACK
 SP0369'NORTHERLY UP RIDGE TO TOP AND STATION.
 SP0369
 SP0369                          STATION RECOVERY (1974)
 SP0369
 SP0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (SDC)
 SP0369'GO N. FROM THE OVERPASS N. OF WIBAUX ON SECONDARY STATE HWY.
 SP0369'261 FOR 15.3 MI. TO CURVE IN RD AND JCT.  TURN RIGHT (E) AND
 SP0369'GO 1.6 MI. TO X RDS.  TURN LEFT (N) AND GO 2.5 MI TO TRAIL
 SP0369'JCT.  TURN LEFT (W) AND GO FOR 2.1 MI. TO TRAIL JCT.  GO RIGHT
 SP0369'FOR 0.3 MI TO TRAIL AND CORRAL TO LEFT.  TURN LEFT AND GO PAST
 SP0369'CORRAL AND LEAVE TRAIL.  GO ALONG BASE OF MOUNTAIN FOR 0.5 MI.
 SP0369'AND A DRAW TO THE SOUTH.  ***GO UP EAST SIDE OF DRAW FOR
 SP0369'0.1 MI TO TOP OF RIDGE, TURN RIGHT AND GO 0.6 MI. N.W. UP
 SP0369'MOUNTAIN TO TOP AND STATION MARK.  ***(4 WHEEL DRIVE NEEDED
 SP0369'FROM THIS POINT)
 SP0369
 SP0369                          STATION RECOVERY (1975)
 SP0369
 SP0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SP0369'RECOVERED.
 SP0369'
 SP0369'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN DRILL HOLE,
 SP0369'AND STAMPED ---BLUE 2 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0505 ***********************************************************************
 TK0505  DESIGNATION -  BLUFF ET
 TK0505  PID         -  TK0505
 TK0505  STATE/COUNTY-  MT/HILL
 TK0505  USGS QUAD   -  HAVRE NE (1964)
 TK0505
 TK0505                         *CURRENT SURVEY CONTROL
 TK0505  ___________________________________________________________________
 TK0505* NAD 83(1992)-  48 39 36.43615(N)    109 30 57.52728(W)     ADJUSTED  
 TK0505* NAVD 88     -       813.     (meters)    2667.     (feet)  SCALED    
 TK0505  ___________________________________________________________________
 TK0505  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 TK0505  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0505
 TK0505  HORZ ORDER  -  THIRD
 TK0505
 TK0505.The horizontal coordinates were established by classical geodetic methods
 TK0505.and adjusted by the National Geodetic Survey in July 1992..
 TK0505
 TK0505.The orthometric height was scaled from a topographic map.
 TK0505
 TK0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0505
 TK0505.The geoid height was determined by GEOID03.
 TK0505
 TK0505;                    North         East     Units Scale Factor Converg.
 TK0505;SPC MT       -   490,074.681   598,823.019   MT  0.99980902   -0 00 42.1
 TK0505;SPC MT       - 1,607,856.56  1,964,642.45   iFT  0.99980902   -0 00 42.1
 TK0505;UTM  12      - 5,390,736.858   609,280.079   MT  0.99974672   +1 06 51.5
 TK0505
 TK0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0505!SPC MT       -   0.99987520  x   0.99980902  =   0.99968425
 TK0505!UTM  12      -   0.99987520  x   0.99974672  =   0.99962196
 TK0505
 TK0505:                Primary Azimuth Mark                     Grid Az
 TK0505:SPC MT       -  WALKER                                   023 54 03.5
 TK0505:UTM  12      -  WALKER                                   022 46 29.9
 TK0505
 TK0505|---------------------------------------------------------------------|
 TK0505| PID    Reference Object                     Distance      Geod. Az  |
 TK0505|                                                           dddmmss.s |
 TK0505| TK0461 WALKER                              APPROX. 6.3 KM 0235321.4 |
 TK0505|---------------------------------------------------------------------|
 TK0505
 TK0505                          SUPERSEDED SURVEY CONTROL
 TK0505
 TK0505  NAD 83(1986)-  48 39 36.44071(N)    109 30 57.51364(W) AD(       ) 3
 TK0505  NAD 27      -  48 39 36.42484(N)    109 30 54.83168(W) AD(       ) 3
 TK0505
 TK0505.Superseded values are not recommended for survey control.
 TK0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0505.See file dsdata.txt to determine how the superseded data were derived.
 TK0505
 TK0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU0928090737(NAD 83)
 TK0505_MARKER: DD = SURVEY DISK
 TK0505_SETTING: 0 = UNSPECIFIED SETTING
 TK0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0505
 TK0505  HISTORY     - Date     Condition        Report By
 TK0505  HISTORY     - 1964     MONUMENTED       USGS
 TK0505
 TK0505                          STATION DESCRIPTION
 TK0505
 TK0505'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0505'STATION IS LOCATED ABOUT 10 MI. NE. OF HAVRE, MONTANA, NEAR CENTER OF
 TK0505'SOUTH EDGE OF SEC. 33, T.34 N., R.17 E., ON POINT OF BLUFF OVERLOOKING
 TK0505'REDROCK COULEE.  STATION IS ABOUT 5.0 FT. N. OF 3 FT. ROCK CAIRN.
 TK0505'
 TK0505'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 2 AND MONTANA SECONDARY 232
 TK0505'IN HAVRE, MONTANA.  PROCEED N. OVER RAILROAD OVERPASS AND MILK RIVER
 TK0505'BRIDGE 0.35 MI., LEAVE MONTANA SECONDARY 232 AND CONTINUE N. THEN E.
 TK0505'3.6 MI. TO RD. FORK, TAKE LEFT FORK AND PROCEED E. THEN N. 2.2 MI. TO
 TK0505'T-RD. E. TURN RIGHT E. 2.0 MI. TO FIELD RD. GOING N. TURN LEFT, N.
 TK0505'1.5 MI. TO GATE.  PASS THRU FIELD GATE FOLLOWING FIELD RD. GENERALLY
 TK0505'NE. 2.6 MI. CROSSING REDROCK COULEE THEN TO POINT WHERE RD. REACHES
 TK0505'TOP OF BLUFF OVERLOOKING COULEE, LEAVE RD. AND FOLLOW BLUFF 0.5 MI.
 TK0505'TO STATION ON RIGHT.
 TK0505'
 TK0505'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---BLUFF-ET
 TK0505'1964---.
 TK0505'
 TK0505'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0498 ***********************************************************************
 RW0498  DESIGNATION -  BLUFF MOUNTAIN
 RW0498  PID         -  RW0498
 RW0498  STATE/COUNTY-  MT/WHEATLAND
 RW0498  USGS QUAD   -  DAISY PEAK (1995)
 RW0498
 RW0498                         *CURRENT SURVEY CONTROL
 RW0498  ___________________________________________________________________
 RW0498* NAD 83(1992)-  46 40 53.46164(N)    110 15 16.84729(W)     ADJUSTED  
 RW0498* NAVD 88     -      2510.6    (meters)    8237.     (feet)  VERTCON   
 RW0498  ___________________________________________________________________
 RW0498  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 RW0498  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 RW0498
 RW0498  HORZ ORDER  -  FIRST
 RW0498
 RW0498.The horizontal coordinates were established by classical geodetic methods
 RW0498.and adjusted by the National Geodetic Survey in July 1992..
 RW0498
 RW0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0498
 RW0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0498
 RW0498.The geoid height was determined by GEOID03.
 RW0498
 RW0498;                    North         East     Units Scale Factor Converg.
 RW0498;SPC MT       -   270,471.681   542,296.901   MT  0.99940924   -0 33 07.4
 RW0498;SPC MT       -   887,374.28  1,779,189.31   iFT  0.99940924   -0 33 07.4
 RW0498;UTM  12      - 5,170,042.985   556,999.128   MT  0.99963993   +0 32 32.2
 RW0498
 RW0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0498!SPC MT       -   0.99960833  x   0.99940924  =   0.99901780
 RW0498!UTM  12      -   0.99960833  x   0.99963993  =   0.99924840
 RW0498
 RW0498|---------------------------------------------------------------------|
 RW0498| PID    Reference Object                     Distance      Geod. Az  |
 RW0498|                                                           dddmmss.s |
 RW0498| RW0497 BLUFF MOUNTAIN CAIRN                  6.700 METERS 02344     |
 RW0498| CQ5145 BLUFF MOUNTAIN RM 1                  15.155 METERS 24129     |
 RW0498| RW0496 MOUNT HIGH LOOKOUT TOWER            APPROX. 3.6 KM 3313010.5 |
 RW0498| CQ5146 BLUFF MOUNTAIN RM 2                   9.000 METERS 35932     |
 RW0498|---------------------------------------------------------------------|
 RW0498
 RW0498                          SUPERSEDED SURVEY CONTROL
 RW0498
 RW0498  NAD 83(1986)-  46 40 53.45758(N)    110 15 16.83084(W) AD(       ) 1
 RW0498  NAD 27      -  46 40 53.64800(N)    110 15 14.14600(W) AD(       ) 1
 RW0498  NGVD 29 (07/19/86) 2509.4    (m)         8233.     (f) VERT ANG       
 RW0498
 RW0498.Superseded values are not recommended for survey control.
 RW0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0498.See file dsdata.txt to determine how the superseded data were derived.
 RW0498
 RW0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS5699970043(NAD 83)
 RW0498_MARKER: DS = TRIANGULATION STATION DISK
 RW0498_SETTING: 80 = SET IN A BOULDER
 RW0498_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RW0498
 RW0498  HISTORY     - Date     Condition        Report By
 RW0498  HISTORY     - 1934     MONUMENTED       CGS
 RW0498  HISTORY     - 1961     GOOD             CGS
 RW0498
 RW0498                          STATION DESCRIPTION
 RW0498
 RW0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RW0498'STATION IS ABOUT 30 MILES, AIRLINE, NORTHEAST OF WHITE SULPHUR
 RW0498'SPRINGS, ABOUT 25 MILES, AIRLINE, NORTHWEST OF HARLOWTON, ON
 RW0498'THE MOST NORTHEASTERN PEAK OF BLUFF MOUNTAIN.  STATION MARK IS
 RW0498'ABOUT 22 FEET SOUTH OF OF A LARGE 8-FOOT ROCK CAIRN.
 RW0498'
 RW0498'TO REACH FROM HARLOWTON, GO WEST ON THE WHITE SULPHUR SPRINGS
 RW0498'ROAD 11.0 MILES TO A CROSS ROAD AT THE SERVICE STATION OF
 RW0498'TWO DOT.  GO NORTH FOR 6.6 MILES ON MAIN ROAD TO A SIGN THAT
 RW0498'READS OLOF.  TAKE ROAD HERE WEST FOR 4.4 MILES TO A SIGN IRON
 RW0498'SPRINGS.  HERE TAKE LEFT FORK AND GO 2.2 MILES TO A SCHOOLHOUSE.
 RW0498'PASS THROUGH TWO GATES ON EAST SIDE OF THE SCHOOLHOUSE.
 RW0498'CONTINUE ON THIS ROAD 0.3 MILE TO A GATE.  PASS THROUGH GATE AND
 RW0498'GO 0.5 MILE TO ANOTHER GATE.  PASS THROUGH GATE AND GO 0.1
 RW0498'MILE TO A RANCH.  PASS THROUGH RANCH YARD AND GO 0.05 MILE
 RW0498'TO A GATE.  PASS THROUGH GATE AND GO 0.05 MILE TO FENCE
 RW0498'CORNER.  HERE TURN RIGHT UP HILL AND GO 0.3 MILE TO A GATE.
 RW0498'PASS THROUGH GATE GO 0.4 MILE AND TAKE RIGHT FORK.  GO 0.7
 RW0498'MILE TO A GATE (NATIONAL FOREST BOUNDARY).  PASS
 RW0498'THROUGH GATE AND GO 0.7 MILE TO A CORRAL.  CONTINUE ON ROAD
 RW0498'TO THE RIGHT OF CORRAL AND GO 0.6 MILE TO SOME SIGNS THAT
 RW0498'READ BLUFF MOUNTAIN.  TAKE ROAD THROUGH TREES AND UP
 RW0498'MOUNTAIN FOR 3.0 MILES TO WHERE ROAD COMES OUT ON A LARGE BARE
 RW0498'RIDGE.  FROM HERE THE STATION CAN BE SEEN TO THE NORTHWEST.
 RW0498'HEAD FOR STATION FOR 0.7 MILE TO TIMBER LINE.  FROM HERE
 RW0498'DRIVE TRUCK THROUGH TREES 0.5 MILE TO STATION.  THE LAST 4.2
 RW0498'MILES OF THIS DESCRIPTION IS OVER A BAD MOUNTAIN ROAD AND
 RW0498'CANNOT BE MADE IN WET WEATHER.
 RW0498'
 RW0498'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.
 RW0498
 RW0498                          STATION RECOVERY (1961)
 RW0498
 RW0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 RW0498'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 RW0498'THE DESCRIPTION TO REACH THE STATION WAS NOT CHECKED, GROUND
 RW0498'CONDITIONS AND MELTING SNOW BEING SUCH THAT THE OBSERVING
 RW0498'PARTY WAS FLOWN IN.  THE STATION IS LOCATED NEAR THE SOUTHEASTERN
 RW0498'END OF THE LITTLE BELT MOUNTAINS IN THE LEWIS AND CLARK NATIONAL
 RW0498'FOREST.
 RW0498'
 RW0498'THE STATION MARK IS A STANDARD DISK STAMPED BLUFF
 RW0498'MOUNTAIN 1934, SET IN A DRILL HOLE IN A SLAB OF ROCK THAT
 RW0498'PROJECTS 3 INCHES.
 RW0498'
 RW0498'R.M. 1 IS A STANDARD DISK STAMPED BLUFF MOUNTAIN
 RW0498'NO 1 1934, SET IN A SLAB OF ROCK THAT PROJECTS 3 INCHES.
 RW0498'
 RW0498'R.M. 2 IS A STANDARD DISK STAMPED BLUFF MOUNTAIN
 RW0498'NO 2 1934, SET IN A SLAB OF ROCK THAT PROJECTS 2 INCHES.
 RW0498'
 RW0498'THE CAIRN BESIDE THE STATION IS APPROXIMATELY 6 FEET IN DIAMETER
 RW0498'AND 8 FEET HIGH, SYMMETRICALLY CONSTRUCTED OF SLAB ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0497 ***********************************************************************
 RW0497  DESIGNATION -  BLUFF MOUNTAIN CAIRN
 RW0497  PID         -  RW0497
 RW0497  STATE/COUNTY-  MT/WHEATLAND
 RW0497  USGS QUAD   -  DAISY PEAK (1995)
 RW0497
 RW0497                         *CURRENT SURVEY CONTROL
 RW0497  ___________________________________________________________________
 RW0497* NAD 83(1992)-  46 40 53.66027(N)    110 15 16.72043(W)     ADJUSTED  
 RW0497* NAVD 88     -      2510.     (meters)    8235.     (feet)  SCALED    
 RW0497  ___________________________________________________________________
 RW0497  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 RW0497  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 RW0497
 RW0497  HORZ ORDER  -  THIRD
 RW0497
 RW0497.The horizontal coordinates were established by classical geodetic methods
 RW0497.and adjusted by the National Geodetic Survey in July 1992..
 RW0497
 RW0497.The orthometric height was scaled from a topographic map.
 RW0497
 RW0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0497
 RW0497.The geoid height was determined by GEOID03.
 RW0497
 RW0497;                    North         East     Units Scale Factor Converg.
 RW0497;SPC MT       -   270,477.784   542,299.654   MT  0.99940923   -0 33 07.3
 RW0497;SPC MT       -   887,394.30  1,779,198.34   iFT  0.99940923   -0 33 07.3
 RW0497;UTM  12      - 5,170,049.142   557,001.764   MT  0.99963994   +0 32 32.3
 RW0497
 RW0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0497!SPC MT       -   0.99960839  x   0.99940923  =   0.99901785
 RW0497!UTM  12      -   0.99960839  x   0.99963994  =   0.99924847
 RW0497
 RW0497                          SUPERSEDED SURVEY CONTROL
 RW0497
 RW0497  NAD 83(1986)-  46 40 53.65622(N)    110 15 16.70397(W) AD(       ) 4
 RW0497  NAD 27      -  46 40 53.84700(N)    110 15 14.01900(W) AD(       ) 3
 RW0497
 RW0497.Superseded values are not recommended for survey control.
 RW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0497.See file dsdata.txt to determine how the superseded data were derived.
 RW0497
 RW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS5700270049(NAD 83)
 RW0497_MARKER: 72 = CAIRN
 RW0497
 RW0497  HISTORY     - Date     Condition        Report By
 RW0497  HISTORY     - 1961     FIRST OBSERVED   CGS
 RW0497
 RW0497                          STATION DESCRIPTION
 RW0497
 RW0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0497'STATION BLUFF IS LOCATED NEAR THE SOUTHEASTERN END OF THE LITTLE BELT
 RW0497'MOUNTAINS IN THE LEWIS AND CLARK NATIONAL FOREST.
 RW0497'
 RW0497'THE CAIRN BESIDE STATION BLUFF IS APPROXIMATELY 6 FEET IN DIAMETER
 RW0497'AND 8 FEET HIGH, SYMMETRICALLY CONSTRUCTED OF SLAB ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0207 ***********************************************************************
 RW0207  DESIGNATION -  BM
 RW0207  PID         -  RW0207
 RW0207  STATE/COUNTY-  MT/BROADWATER
 RW0207  USGS QUAD   -  TOSTON (1986)
 RW0207
 RW0207                         *CURRENT SURVEY CONTROL
 RW0207  ___________________________________________________________________
 RW0207* NAD 83(1986)-  46 10 19.     (N)    111 26 42.     (W)     SCALED    
 RW0207* NAVD 88     -      1192.671  (meters)    3912.95   (feet)  ADJUSTED  
 RW0207  ___________________________________________________________________
 RW0207  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 RW0207  DYNAMIC HT  -        1192.370 (meters)    3911.97  (feet)  COMP
 RW0207  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 RW0207
 RW0207  VERT ORDER  -  SECOND    CLASS 0
 RW0207
 RW0207.The horizontal coordinates were scaled from a topographic map and have
 RW0207.an estimated accuracy of +/- 6 seconds.
 RW0207
 RW0207.The orthometric height was determined by differential leveling
 RW0207.and adjusted by the National Geodetic Survey in June 1991..
 RW0207
 RW0207.The geoid height was determined by GEOID03.
 RW0207
 RW0207.The dynamic height is computed by dividing the NAVD 88
 RW0207.geopotential number by the normal gravity value computed on the
 RW0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0207.degrees latitude (g = 980.6199 gals.).
 RW0207
 RW0207.The modeled gravity was interpolated from observed gravity values.
 RW0207
 RW0207;                    North         East    Units  Estimated Accuracy
 RW0207;SPC MT       -   215,450.      449,890.      MT  (+/- 180 meters Scaled)
 RW0207
 RW0207                          SUPERSEDED SURVEY CONTROL
 RW0207
 RW0207  NGVD 29 (??/??/92) 1191.712  (m)         3909.81   (f) ADJ UNCH    2 0
 RW0207
 RW0207.Superseded values are not recommended for survey control.
 RW0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0207.See file dsdata.txt to determine how the superseded data were derived.
 RW0207
 RW0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS656132(NAD 83)
 RW0207_MARKER: P = PIPE CAP
 RW0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RW0207_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RW0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0207
 RW0207  HISTORY     - Date     Condition        Report By
 RW0207  HISTORY     - UNK      MONUMENTED       MORC
 RW0207  HISTORY     - 1942     GOOD             NGS
 RW0207  HISTORY     - 1982     MARK NOT FOUND   USGS
 RW0207
 RW0207                          STATION DESCRIPTION
 RW0207
 RW0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RW0207'IN TOSTON.
 RW0207'AT TOSTON, BROADWATER COUNTY, ABOUT 200 FEET WEST OF AND DIRECTLY
 RW0207'OPPOSITE THE NORTH END OF THE NORTHERN PACIFIC RAILWAY STATION, 75
 RW0207'FEET EAST OF THE RIVERS EDGE, AND 125 FEET SOUTHEAST OF THE EAST END
 RW0207'OF THE BRIDGE.  A MISSOURI RIVER COMMISSION STANDARD CAP, FASTENED ON
 RW0207'THE TOP OF AN IRON PIPE.
 RW0207
 RW0207                          STATION RECOVERY (1982)
 RW0207
 RW0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RW0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0089 ***********************************************************************
 QX0089  DESIGNATION -  BM
 QX0089  PID         -  QX0089
 QX0089  STATE/COUNTY-  MT/PARK
 QX0089  USGS QUAD   -  DOME MOUNTAIN (1986)
 QX0089
 QX0089                         *CURRENT SURVEY CONTROL
 QX0089  ___________________________________________________________________
 QX0089* NAD 83(1986)-  45 10 12.     (N)    110 52 12.     (W)     SCALED    
 QX0089* NAVD 88     -      1547.508  (meters)    5077.12   (feet)  POSTED    
 QX0089  ___________________________________________________________________
 QX0089  GEOID HEIGHT-          -8.90  (meters)                     GEOID03
 QX0089  DYNAMIC HT  -        1546.830 (meters)    5074.89  (feet)  COMP
 QX0089  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 QX0089
 QX0089  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QX0089
 QX0089.The horizontal coordinates were scaled from a topographic map and have
 QX0089.an estimated accuracy of +/- 6 seconds.
 QX0089
 QX0089.The orthometric height was determined by differential leveling
 QX0089.and adjusted by the National Geodetic Survey in 1992..
 QX0089.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QX0089.rate of 2.1 thru 3.0 mm/km.
 QX0089
 QX0089.The geoid height was determined by GEOID03.
 QX0089
 QX0089.The dynamic height is computed by dividing the NAVD 88
 QX0089.geopotential number by the normal gravity value computed on the
 QX0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0089.degrees latitude (g = 980.6199 gals.).
 QX0089
 QX0089.The modeled gravity was interpolated from observed gravity values.
 QX0089
 QX0089;                    North         East    Units  Estimated Accuracy
 QX0089;SPC MT       -   103,200.      492,320.      MT  (+/- 180 meters Scaled)
 QX0089
 QX0089                          SUPERSEDED SURVEY CONTROL
 QX0089
 QX0089  NGVD 29 (??/??/92) 1546.279  (m)         5073.08   (f) ADJ UNCH    1 2
 QX0089
 QX0089.Superseded values are not recommended for survey control.
 QX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0089.See file dsdata.txt to determine how the superseded data were derived.
 QX0089
 QX0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR102018(NAD 83)
 QX0089_MARKER: P = PIPE CAP
 QX0089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0089_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QX0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0089
 QX0089  HISTORY     - Date     Condition        Report By
 QX0089  HISTORY     - UNK      MONUMENTED       BPR
 QX0089  HISTORY     - 1960     GOOD             NGS
 QX0089
 QX0089                          STATION DESCRIPTION
 QX0089
 QX0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0089'13.4 MI NW FROM GARDINER.
 QX0089'ABOUT 13.4 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0089'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 4, T 8 S, R 7 E, 0.1
 QX0089'MILE SOUTHEAST OF A TWO STORY SECTION HOUSE AT THE SIDING AT SHINX, 15
 QX0089'FEET SOUTH OF THE SOUTH RAIL, 29 FEET SOUTHEAST OF THE CENTER OF A
 QX0089'ROAD CROSSING, 9 FEET NORTH-NORTHEAST OF THE CENTER LINE OF A DIRT
 QX0089'ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, A CAP ON THE TOP OF A
 QX0089'2-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0276 ***********************************************************************
 QX0276  DESIGNATION -  BM
 QX0276  PID         -  QX0276
 QX0276  STATE/COUNTY-  MT/GALLATIN
 QX0276  USGS QUAD   -  GARNET MOUNTAIN (1988)
 QX0276
 QX0276                         *CURRENT SURVEY CONTROL
 QX0276  ___________________________________________________________________
 QX0276* NAD 83(1986)-  45 24 27.     (N)    111 13 32.     (W)     SCALED    
 QX0276* NAVD 88     -      1680.186  (meters)    5512.41   (feet)  ADJUSTED  
 QX0276  ___________________________________________________________________
 QX0276  GEOID HEIGHT-          -9.45  (meters)                     GEOID03
 QX0276  DYNAMIC HT  -        1679.456 (meters)    5510.02  (feet)  COMP
 QX0276  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 QX0276
 QX0276  VERT ORDER  -  FIRST     CLASS II
 QX0276
 QX0276.The horizontal coordinates were scaled from a topographic map and have
 QX0276.an estimated accuracy of +/- 6 seconds.
 QX0276
 QX0276.The orthometric height was determined by differential leveling
 QX0276.and adjusted by the National Geodetic Survey in June 1991..
 QX0276
 QX0276.The geoid height was determined by GEOID03.
 QX0276
 QX0276.The dynamic height is computed by dividing the NAVD 88
 QX0276.geopotential number by the normal gravity value computed on the
 QX0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0276.degrees latitude (g = 980.6199 gals.).
 QX0276
 QX0276.The modeled gravity was interpolated from observed gravity values.
 QX0276
 QX0276;                    North         East    Units  Estimated Accuracy
 QX0276;SPC MT       -   130,140.      464,950.      MT  (+/- 180 meters Scaled)
 QX0276
 QX0276                          SUPERSEDED SURVEY CONTROL
 QX0276
 QX0276  NGVD 29 (??/??/92) 1678.830  (m)         5507.96   (f) ADJ UNCH    1 2
 QX0276
 QX0276.Superseded values are not recommended for survey control.
 QX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0276.See file dsdata.txt to determine how the superseded data were derived.
 QX0276
 QX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR823282(NAD 83)
 QX0276_MARKER: DD = SURVEY DISK
 QX0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0276_SP_SET: CURB
 QX0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0276
 QX0276  HISTORY     - Date     Condition        Report By
 QX0276  HISTORY     - UNK      MONUMENTED       BPR
 QX0276  HISTORY     - 1960     GOOD             NGS
 QX0276
 QX0276                          STATION DESCRIPTION
 QX0276
 QX0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0276'6.35 MI N FROM KARST RANCH.
 QX0276'ABOUT 6.35 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0276'STATION AT KARST RANCH.  IN SECTION 15, T 5 S, R 4 E, 17 FEET
 QX0276'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 QX0276'NORTHWEST END OF THE NORTHEAST CONCRETE CURB OF THE BRIDGE OVER THE
 QX0276'WEST GALLATIN RIVER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0366 ***********************************************************************
 QX0366  DESIGNATION -  BM
 QX0366  PID         -  QX0366
 QX0366  STATE/COUNTY-  MT/MADISON
 QX0366  USGS QUAD   -  EIGHTMILE CREEK (1988)
 QX0366
 QX0366                         *CURRENT SURVEY CONTROL
 QX0366  ___________________________________________________________________
 QX0366* NAD 83(1986)-  45 19 12.     (N)    111 46 51.     (W)     SCALED    
 QX0366* NAVD 88     -      1615.235  (meters)    5299.32   (feet)  ADJUSTED  
 QX0366  ___________________________________________________________________
 QX0366  GEOID HEIGHT-         -10.18  (meters)                     GEOID03
 QX0366  DYNAMIC HT  -        1614.568 (meters)    5297.13  (feet)  COMP
 QX0366  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 QX0366
 QX0366  VERT ORDER  -  SECOND    CLASS 0
 QX0366
 QX0366.The horizontal coordinates were scaled from a topographic map and have
 QX0366.an estimated accuracy of +/- 6 seconds.
 QX0366
 QX0366.The orthometric height was determined by differential leveling
 QX0366.and adjusted by the National Geodetic Survey in June 1991..
 QX0366
 QX0366.The geoid height was determined by GEOID03.
 QX0366
 QX0366.The dynamic height is computed by dividing the NAVD 88
 QX0366.geopotential number by the normal gravity value computed on the
 QX0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0366.degrees latitude (g = 980.6199 gals.).
 QX0366
 QX0366.The modeled gravity was interpolated from observed gravity values.
 QX0366
 QX0366;                    North         East    Units  Estimated Accuracy
 QX0366;SPC MT       -   121,530.      421,220.      MT  (+/- 180 meters Scaled)
 QX0366
 QX0366                          SUPERSEDED SURVEY CONTROL
 QX0366
 QX0366  NGVD 29 (??/??/92) 1614.06   (m)         5295.5    (f) COMPUTED    2 0
 QX0366
 QX0366.Superseded values are not recommended for survey control.
 QX0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0366.See file dsdata.txt to determine how the superseded data were derived.
 QX0366
 QX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR388187(NAD 83)
 QX0366_MARKER: P = PIPE CAP
 QX0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QX0366_STAMPING: 12-13-7-18-T6S R2W R1W
 QX0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0366
 QX0366  HISTORY     - Date     Condition        Report By
 QX0366  HISTORY     - UNK      MONUMENTED       USGLO
 QX0366  HISTORY     - 1934     GOOD             NGS
 QX0366
 QX0366                          STATION DESCRIPTION
 QX0366
 QX0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QX0366'4.2 MI SW FROM ENNIS.
 QX0366'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM ENNIS, MADISON COUNTY,
 QX0366'AT A SECTION CORNER, OPPOSITE A GATE AND A ROAD LEADING NORTHEAST FROM
 QX0366'THE HIGHWAY, AND 95 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 QX0366'UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED 12-13-7-18-T6S
 QX0366'R2W R1W AND FASTENED ON THE TOP OF A 2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1039 ***********************************************************************
 SS1039  DESIGNATION -  BM
 SS1039  PID         -  SS1039
 SS1039  STATE/COUNTY-  MT/CASCADE
 SS1039  USGS QUAD   -  CASCADE COLONY (1983)
 SS1039
 SS1039                         *CURRENT SURVEY CONTROL
 SS1039  ___________________________________________________________________
 SS1039* NAD 83(1986)-  47 29 41.     (N)    111 51 30.     (W)     SCALED    
 SS1039* NAVD 88     -      1089.050  (meters)    3572.99   (feet)  ADJUSTED  
 SS1039  ___________________________________________________________________
 SS1039  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 SS1039  DYNAMIC HT  -        1088.960 (meters)    3572.70  (feet)  COMP
 SS1039  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 SS1039
 SS1039  VERT ORDER  -  SECOND    CLASS 0
 SS1039
 SS1039.The horizontal coordinates were scaled from a topographic map and have
 SS1039.an estimated accuracy of +/- 6 seconds.
 SS1039
 SS1039.The orthometric height was determined by differential leveling
 SS1039.and adjusted by the National Geodetic Survey in June 1991..
 SS1039
 SS1039.The geoid height was determined by GEOID03.
 SS1039
 SS1039.The dynamic height is computed by dividing the NAVD 88
 SS1039.geopotential number by the normal gravity value computed on the
 SS1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1039.degrees latitude (g = 980.6199 gals.).
 SS1039
 SS1039.The modeled gravity was interpolated from observed gravity values.
 SS1039
 SS1039;                    North         East    Units  Estimated Accuracy
 SS1039;SPC MT       -   363,220.      422,430.      MT  (+/- 180 meters Scaled)
 SS1039
 SS1039                          SUPERSEDED SURVEY CONTROL
 SS1039
 SS1039  NGVD 29 (??/??/92) 1088.109  (m)         3569.90   (f) ADJ UNCH    2 0
 SS1039
 SS1039.Superseded values are not recommended for survey control.
 SS1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1039.See file dsdata.txt to determine how the superseded data were derived.
 SS1039
 SS1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT353605(NAD 83)
 SS1039_MARKER: DD = SURVEY DISK
 SS1039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS1039_SP_SET: PIER
 SS1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1039
 SS1039  HISTORY     - Date     Condition        Report By
 SS1039  HISTORY     - UNK      MONUMENTED       BOR
 SS1039  HISTORY     - 1961     GOOD             NGS
 SS1039
 SS1039                          STATION DESCRIPTION
 SS1039
 SS1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1039'3.6 MI E FROM SIMMS.
 SS1039'3.6 MILES EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1039'HIGHWAY 21 AT SIMMS, 210 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 SS1039'AT THE T JUNCTION OF A FIELD ENTRANCE, IN THE TOP OF THE WEST END OF
 SS1039'THE CENTER CONCRETE PIER OF AN IRRIGATION CANAL CHECK GATE, 157 FEET
 SS1039'NORTHEAST OF TELEPHONE POLE 570, 143 FEET NORTH OF A FENCE, AND ABOUT
 SS1039'5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0446 ***********************************************************************
 TK0446  DESIGNATION -  BM
 TK0446  PID         -  TK0446
 TK0446  STATE/COUNTY-  MT/BLAINE
 TK0446  USGS QUAD   -  AUBREY DAM (1984)
 TK0446
 TK0446                         *CURRENT SURVEY CONTROL
 TK0446  ___________________________________________________________________
 TK0446* NAD 83(1992)-  48 59 57.36822(N)    108 45 49.81157(W)     ADJUSTED  
 TK0446* NAVD 88     -       915.     (meters)    3002.     (feet)  SCALED    
 TK0446  ___________________________________________________________________
 TK0446  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 TK0446  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TK0446
 TK0446  HORZ ORDER  -  SECOND
 TK0446
 TK0446.The horizontal coordinates were established by classical geodetic methods
 TK0446.and adjusted by the National Geodetic Survey in July 1992..
 TK0446
 TK0446.The orthometric height was scaled from a topographic map.
 TK0446
 TK0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0446
 TK0446.The geoid height was determined by GEOID03.
 TK0446
 TK0446;                    North         East     Units Scale Factor Converg.
 TK0446;SPC MT       -   528,039.394   653,866.371   MT  0.99999955   +0 32 18.6
 TK0446;SPC MT       - 1,732,412.71  2,145,230.88   iFT  0.99999955   +0 32 18.6
 TK0446;UTM  12      - 5,429,783.829   663,555.298   MT  0.99992863   +1 41 16.8
 TK0446
 TK0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0446!SPC MT       -   0.99985926  x   0.99999955  =   0.99985881
 TK0446!UTM  12      -   0.99985926  x   0.99992863  =   0.99978790
 TK0446
 TK0446                          SUPERSEDED SURVEY CONTROL
 TK0446
 TK0446  NAD 83(1986)-  48 59 57.37341(N)    108 45 49.81608(W) AD(       ) 2
 TK0446  NAD 27      -  48 59 57.34000(N)    108 45 47.28000(W) AD(       ) 2
 TK0446
 TK0446.Superseded values are not recommended for survey control.
 TK0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0446.See file dsdata.txt to determine how the superseded data were derived.
 TK0446
 TK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV6355529784(NAD 83)
 TK0446_MARKER: DB = BENCH MARK DISK
 TK0446_SETTING: 0 = UNSPECIFIED SETTING
 TK0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0446
 TK0446  HISTORY     - Date     Condition        Report By
 TK0446  HISTORY     - 1923     MONUMENTED       USGS
 TK0446
 TK0446                          STATION DESCRIPTION
 TK0446
 TK0446'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 TK0446'THE CLOSING CORNER, ON THE INTERNATIONAL BOUNDARY LINE, OF
 TK0446'SECS. 1 AND 6, T. 37 N., RS. 22 AND 23 E., PRINCIPAL MERIDIAN.
 TK0446'
 TK0446'STATION MARK IS A U.S.G.S. BRONZE
 TK0446'BENCH-MARK DISK ON TOP OF A 3-INCH IRON PIPE FIRMLY PLANTED
 TK0446'IN THE GROUND 1.625 METERS FROM THE STATION S 57 DEG 52 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0691 ***********************************************************************
 TL0691  DESIGNATION -  BM
 TL0691  PID         -  TL0691
 TL0691  STATE/COUNTY-  MT/LIBERTY
 TL0691  USGS QUAD   -  JOPLIN (1963)
 TL0691
 TL0691                         *CURRENT SURVEY CONTROL
 TL0691  ___________________________________________________________________
 TL0691* NAD 83(1986)-  48 37 28.     (N)    110 46 31.     (W)     SCALED    
 TL0691* NAVD 88     -      1036.427  (meters)    3400.34   (feet)  ADJUSTED  
 TL0691  ___________________________________________________________________
 TL0691  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 TL0691  DYNAMIC HT  -        1036.518 (meters)    3400.64  (feet)  COMP
 TL0691  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 TL0691
 TL0691  VERT ORDER  -  THIRD
 TL0691
 TL0691.The horizontal coordinates were scaled from a topographic map and have
 TL0691.an estimated accuracy of +/- 6 seconds.
 TL0691
 TL0691.The orthometric height was determined by differential leveling
 TL0691.and adjusted by the National Geodetic Survey in June 1991..
 TL0691
 TL0691.The geoid height was determined by GEOID03.
 TL0691
 TL0691.The dynamic height is computed by dividing the NAVD 88
 TL0691.geopotential number by the normal gravity value computed on the
 TL0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0691.degrees latitude (g = 980.6199 gals.).
 TL0691
 TL0691.The modeled gravity was interpolated from observed gravity values.
 TL0691
 TL0691;                    North         East    Units  Estimated Accuracy
 TL0691;SPC MT       -   486,870.      506,010.      MT  (+/- 180 meters Scaled)
 TL0691
 TL0691                          SUPERSEDED SURVEY CONTROL
 TL0691
 TL0691  NGVD 29 (??/??/92) 1035.54   (m)         3397.4    (f) COMPUTED    3 0
 TL0691
 TL0691.Superseded values are not recommended for survey control.
 TL0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0691.See file dsdata.txt to determine how the superseded data were derived.
 TL0691
 TL0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU165857(NAD 83)
 TL0691_MARKER: DB = BENCH MARK DISK
 TL0691_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0691_SP_SET: PREFAB CONC. POST IN EARTH
 TL0691_MARK LOGO: MTDH  
 TL0691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0691+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1963
 TL0691
 TL0691  HISTORY     - Date     Condition        Report By
 TL0691  HISTORY     - UNK      MONUMENTED       MTDH
 TL0691  HISTORY     - 19630614 GOOD             USGS
 TL0691
 TL0691                          STATION DESCRIPTION
 TL0691
 TL0691'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0691'FROM JOPLIN, MONTANA POST OFFICE, PROCEED 4.65 MILES NORTH ALONG
 TL0691'JOPLIN ROAD, 41 FEET NORTH AND 43 FEET EAST OF T-ROAD WEST, STATE
 TL0691'HIGHWAY TABLET PROJECTING 3.0 FEET, NO STAMPING ON TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0700 ***********************************************************************
 TL0700  DESIGNATION -  BM
 TL0700  PID         -  TL0700
 TL0700  STATE/COUNTY-  MT/LIBERTY
 TL0700  USGS QUAD   -  BOBCAT COULEE SE (1963)
 TL0700
 TL0700                         *CURRENT SURVEY CONTROL
 TL0700  ___________________________________________________________________
 TL0700* NAD 83(1986)-  48 49 38.     (N)    110 46 21.     (W)     SCALED    
 TL0700* NAVD 88     -       997.297  (meters)    3271.97   (feet)  ADJUSTED  
 TL0700  ___________________________________________________________________
 TL0700  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 TL0700  DYNAMIC HT  -         997.400 (meters)    3272.30  (feet)  COMP
 TL0700  MODELED GRAV-     980,679.2   (mgal)                       NAVD 88
 TL0700
 TL0700  VERT ORDER  -  THIRD
 TL0700
 TL0700.The horizontal coordinates were scaled from a topographic map and have
 TL0700.an estimated accuracy of +/- 6 seconds.
 TL0700
 TL0700.The orthometric height was determined by differential leveling
 TL0700.and adjusted by the National Geodetic Survey in June 1991..
 TL0700
 TL0700.The geoid height was determined by GEOID03.
 TL0700
 TL0700.The dynamic height is computed by dividing the NAVD 88
 TL0700.geopotential number by the normal gravity value computed on the
 TL0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0700.degrees latitude (g = 980.6199 gals.).
 TL0700
 TL0700.The modeled gravity was interpolated from observed gravity values.
 TL0700
 TL0700;                    North         East    Units  Estimated Accuracy
 TL0700;SPC MT       -   509,410.      506,580.      MT  (+/- 180 meters Scaled)
 TL0700
 TL0700                          SUPERSEDED SURVEY CONTROL
 TL0700
 TL0700.No superseded survey control is available for this station.
 TL0700
 TL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV166082(NAD 83)
 TL0700_MARKER: DB = BENCH MARK DISK
 TL0700_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0700_SP_SET: PREFAB CONC. POST IN EARTH
 TL0700_MARK LOGO: MTDH  
 TL0700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0700+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1963
 TL0700
 TL0700  HISTORY     - Date     Condition        Report By
 TL0700  HISTORY     - 1963     MONUMENTED       MTDH
 TL0700  HISTORY     - 19630709 GOOD             USGS
 TL0700
 TL0700                          STATION DESCRIPTION
 TL0700
 TL0700'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0700'FROM JOPLIN, MONTANA POST OFFICE, PROCEED 18.62 MILES NORTH ALONG
 TL0700'JOPLIN ROAD, 23 FEET SOUTH AND 42 FEET WEST AND 2.0 FEET HIGHER THAN
 TL0700'CROSSROADS, PROJECTING 3.5 FEET, A STATE HIGHWAY BENCH MARK, NO
 TL0700'STAMPING ON TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1001 ***********************************************************************
 TN1001  DESIGNATION -  BM
 TN1001  PID         -  TN1001
 TN1001  STATE/COUNTY-  MT/LINCOLN
 TN1001  USGS QUAD   -  MOUNT HENRY (1963)
 TN1001
 TN1001                         *CURRENT SURVEY CONTROL
 TN1001  ___________________________________________________________________
 TN1001* NAD 83(1986)-  48 57 04.     (N)    115 36 49.     (W)     SCALED    
 TN1001* NAVD 88     -       950.061  (meters)    3116.99   (feet)  ADJUSTED  
 TN1001  ___________________________________________________________________
 TN1001  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 TN1001  DYNAMIC HT  -         950.137 (meters)    3117.24  (feet)  COMP
 TN1001  MODELED GRAV-     980,658.6   (mgal)                       NAVD 88
 TN1001
 TN1001  VERT ORDER  -  THIRD
 TN1001
 TN1001.The horizontal coordinates were scaled from a topographic map and have
 TN1001.an estimated accuracy of +/- 6 seconds.
 TN1001
 TN1001.The orthometric height was determined by differential leveling
 TN1001.and adjusted by the National Geodetic Survey in June 1991..
 TN1001
 TN1001.The geoid height was determined by GEOID03.
 TN1001
 TN1001.The dynamic height is computed by dividing the NAVD 88
 TN1001.geopotential number by the normal gravity value computed on the
 TN1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN1001.degrees latitude (g = 980.6199 gals.).
 TN1001
 TN1001.The modeled gravity was interpolated from observed gravity values.
 TN1001
 TN1001;                    North         East    Units  Estimated Accuracy
 TN1001;SPC MT       -   539,900.      152,690.      MT  (+/- 180 meters Scaled)
 TN1001
 TN1001                          SUPERSEDED SURVEY CONTROL
 TN1001
 TN1001.No superseded survey control is available for this station.
 TN1001
 TN1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ015229(NAD 83)
 TN1001_MARKER: DD = SURVEY DISK
 TN1001_SETTING: 66 = SET IN ROCK OUTCROP
 TN1001_SP_SET: CEMENTED IN LEDGE
 TN1001_MARK LOGO: USFS  
 TN1001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1001+STABILITY: POSITION/ELEVATION WELL
 TN1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1001+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1963
 TN1001
 TN1001  HISTORY     - Date     Condition        Report By
 TN1001  HISTORY     - UNK      MONUMENTED       USFS
 TN1001  HISTORY     - 19630627 GOOD             USGS
 TN1001
 TN1001                          STATION DESCRIPTION
 TN1001
 TN1001'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN1001'FROM YAAK, MONTANA, FROM THE JUNCTION OF FOREST SERVICE ROADS 68 AND
 TN1001'92, PROCEED 10.6 MILES NORTHERLY AND EASTERLY ALONG FOREST SERVICE
 TN1001'ROAD 92, NEAR THE LINE BETWEEN SECTIONS 22 AND 23/TOWNSHIP 37
 TN1001'NORTH/RANGE 31 WEST, AT A POINT 50 FEET SOUTH OF APEX OF Y OF A
 TN1001'JUNCTION WITH THE ROAD UP THE NORTH FORK OF YAAK RIVER, 50 FEET EAST
 TN1001'OF THE ROAD ON A SLIGHT LEDGE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0996 ***********************************************************************
 RX0996  DESIGNATION -  BM
 RX0996  PID         -  RX0996
 RX0996  STATE/COUNTY-  MT/SILVER BOW
 RX0996  USGS QUAD   -  BUTTE NORTH (1996)
 RX0996
 RX0996                         *CURRENT SURVEY CONTROL
 RX0996  ___________________________________________________________________
 RX0996* NAD 83(1986)-  46 00 10.     (N)    112 31 23.     (W)     SCALED    
 RX0996* NAVD 88     -      1673.835  (meters)    5491.57   (feet)  ADJUSTED  
 RX0996  ___________________________________________________________________
 RX0996  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 RX0996
 RX0996  VERT ORDER  -  FIRST     CLASS II
 RX0996
 RX0996.The horizontal coordinates were scaled from a topographic map and have
 RX0996.an estimated accuracy of +/- 6 seconds.
 RX0996
 RX0996.The orthometric height was determined by differential leveling
 RX0996.and adjusted by the National Geodetic Survey in June 1991..
 RX0996
 RX0996.The geoid height was determined by GEOID03.
 RX0996
 RX0996;                    North         East    Units  Estimated Accuracy
 RX0996;SPC MT       -   199,300.      366,000.      MT  (+/- 180 meters Scaled)
 RX0996
 RX0996                          SUPERSEDED SURVEY CONTROL
 RX0996
 RX0996  NGVD 29 (??/??/92) 1672.545  (m)         5487.34   (f) ADJ UNCH    1 2
 RX0996
 RX0996.Superseded values are not recommended for survey control.
 RX0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0996.See file dsdata.txt to determine how the superseded data were derived.
 RX0996
 RX0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR820954(NAD 83)
 RX0996_MARKER: DD = SURVEY DISK
 RX0996_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RX0996_SP_SET: ABUTMENT
 RX0996_STAMPING: BM N. P. RY
 RX0996_MARK LOGO: NPRR  
 RX0996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RX0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0996
 RX0996  HISTORY     - Date     Condition        Report By
 RX0996  HISTORY     - UNK      MONUMENTED       NPRR
 RX0996  HISTORY     - 19590819 GOOD             CGS
 RX0996
 RX0996                          STATION DESCRIPTION
 RX0996
 RX0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0996'ABOUT 0.2 MILES (0.3 KM) SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY
 RX0996'FROM THE STATION AT BUTTE, IN SECTION 19, T3N, R7W, IN THE TOP OF THE
 RX0996'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE HARRISON AVENUE
 RX0996'UNDERPASS, 9.5 FT (2.9 M) SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET
 RX0996'(0.6 M) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0105 ***********************************************************************
 TK0105  DESIGNATION -  BM 1
 TK0105  PID         -  TK0105
 TK0105  STATE/COUNTY-  MT/BLAINE
 TK0105  USGS QUAD   -  PUTNAM LAKE (1971)
 TK0105
 TK0105                         *CURRENT SURVEY CONTROL
 TK0105  ___________________________________________________________________
 TK0105* NAD 83(1986)-  48 12 16.     (N)    108 53 16.     (W)     SCALED    
 TK0105* NAVD 88     -       967.270  (meters)    3173.45   (feet)  ADJUSTED  
 TK0105  ___________________________________________________________________
 TK0105  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TK0105  DYNAMIC HT  -         967.321 (meters)    3173.62  (feet)  COMP
 TK0105  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 TK0105
 TK0105  VERT ORDER  -  SECOND    CLASS 0
 TK0105
 TK0105.The horizontal coordinates were scaled from a topographic map and have
 TK0105.an estimated accuracy of +/- 6 seconds.
 TK0105
 TK0105.The orthometric height was determined by differential leveling
 TK0105.and adjusted by the National Geodetic Survey in June 1991..
 TK0105
 TK0105.The geoid height was determined by GEOID03.
 TK0105
 TK0105.The dynamic height is computed by dividing the NAVD 88
 TK0105.geopotential number by the normal gravity value computed on the
 TK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0105.degrees latitude (g = 980.6199 gals.).
 TK0105
 TK0105.The modeled gravity was interpolated from observed gravity values.
 TK0105
 TK0105;                    North         East    Units  Estimated Accuracy
 TK0105;SPC MT       -   439,600.      645,490.      MT  (+/- 180 meters Scaled)
 TK0105
 TK0105                          SUPERSEDED SURVEY CONTROL
 TK0105
 TK0105  NGVD 29 (??/??/92)  966.470  (m)         3170.83   (f) ADJ UNCH    2 0
 TK0105
 TK0105.Superseded values are not recommended for survey control.
 TK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0105.See file dsdata.txt to determine how the superseded data were derived.
 TK0105
 TK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU569411(NAD 83)
 TK0105_MARKER: P = PIPE CAP
 TK0105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0105_STAMPING: T 28 N R 22 E 1914
 TK0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0105
 TK0105  HISTORY     - Date     Condition        Report By
 TK0105  HISTORY     - 1914     MONUMENTED       USGLO
 TK0105  HISTORY     - 1935     GOOD             NGS
 TK0105
 TK0105                          STATION DESCRIPTION
 TK0105
 TK0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TK0105'27.3 MI SW FROM HARLEM.
 TK0105'27.3 MILES SOUTHWEST OF HARLEM, BLAINE COUNTY.  THIS BENCH MARK MAY BE
 TK0105'REACHED FROM THE STATION AT HARLEM BY GOING 4.4 MILES SOUTHEAST ALONG
 TK0105'U. S. HIGHWAY 2, 2.2 MILES SOUTH ALONG THE HAYS ROAD, AND 20.7 MILES
 TK0105'SOUTHWEST ALONG THE SNAKE BUTTE-PUTNAM LAKE ROAD.  IT IS 2.8 MILES
 TK0105'NORTH OF THE JUNCTION OF THE HAYS-CHINOOK ROAD, AT THE WEST BOUNDARY
 TK0105'OF THE FORT BELKNAP INDIAN RESERVATION, 13 FEET WEST OF THE CENTERLINE
 TK0105'OF THE ROAD, AND IN LINE WITH A FENCE.  A UNITED STATES GENERAL LAND
 TK0105'OFFICE STANDARD CAP, STAMPED T 28 N R 22 E 1914 AND FASTENED ON THE
 TK0105'TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0113 ***********************************************************************
 TK0113  DESIGNATION -  BM 2
 TK0113  PID         -  TK0113
 TK0113  STATE/COUNTY-  MT/BLAINE
 TK0113  USGS QUAD   -  FORT BELKNAP AGENCY (1971)
 TK0113
 TK0113                         *CURRENT SURVEY CONTROL
 TK0113  ___________________________________________________________________
 TK0113* NAD 83(1986)-  48 22 18.     (N)    108 49 23.     (W)     SCALED    
 TK0113* NAVD 88     -       847.969  (meters)    2782.05   (feet)  ADJUSTED  
 TK0113  ___________________________________________________________________
 TK0113  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 TK0113  DYNAMIC HT  -         848.050 (meters)    2782.31  (feet)  COMP
 TK0113  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 TK0113
 TK0113  VERT ORDER  -  SECOND    CLASS 0
 TK0113
 TK0113.The horizontal coordinates were scaled from a topographic map and have
 TK0113.an estimated accuracy of +/- 6 seconds.
 TK0113
 TK0113.The orthometric height was determined by differential leveling
 TK0113.and adjusted by the National Geodetic Survey in June 1991..
 TK0113
 TK0113.The geoid height was determined by GEOID03.
 TK0113
 TK0113.The dynamic height is computed by dividing the NAVD 88
 TK0113.geopotential number by the normal gravity value computed on the
 TK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0113.degrees latitude (g = 980.6199 gals.).
 TK0113
 TK0113.The modeled gravity was interpolated from observed gravity values.
 TK0113
 TK0113;                    North         East    Units  Estimated Accuracy
 TK0113;SPC MT       -   458,220.      650,140.      MT  (+/- 180 meters Scaled)
 TK0113
 TK0113                          SUPERSEDED SURVEY CONTROL
 TK0113
 TK0113  NGVD 29 (??/??/92)  847.189  (m)         2779.49   (f) ADJ UNCH    2 0
 TK0113
 TK0113.Superseded values are not recommended for survey control.
 TK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0113.See file dsdata.txt to determine how the superseded data were derived.
 TK0113
 TK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU612599(NAD 83)
 TK0113_MARKER: P = PIPE CAP
 TK0113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TK0113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TK0113_STAMPING: S 11 S 12 1913
 TK0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0113
 TK0113  HISTORY     - Date     Condition        Report By
 TK0113  HISTORY     - 1913     MONUMENTED       USGLO
 TK0113  HISTORY     - 1935     GOOD             NGS
 TK0113
 TK0113                          STATION DESCRIPTION
 TK0113
 TK0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TK0113'14.0 MI SW FROM HARLEM.
 TK0113'14.0 MILES SOUTHWEST OF HARLEM, BLAINE COUNTY.  THIS BENCH MARK MAY BE
 TK0113'REACHED FROM THE STATION AT HARLEM BY GOING 4.4 MILES SOUTHEAST ALONG
 TK0113'U. S. HIGHWAY 2, 2.2 MILES SOUTH ALONG THE HAYS ROAD, AND 7.4 MILES
 TK0113'SOUTHWEST ALONG THE SNAKE BUTTE-PUTNAM LAKE ROAD.  IT IS 80 FEET NORTH
 TK0113'OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GENERAL LAND OFFICE
 TK0113'STANDARD CAP, STAMPED S 11 S 12 1913 AND FASTENED ON THE TOP OF AN
 TK0113'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0221 ***********************************************************************
 SR0221  DESIGNATION -  BM STAKE
 SR0221  PID         -  SR0221
 SR0221  STATE/COUNTY-  MT/PHILLIPS
 SR0221  USGS QUAD   -  BAKER MONUMENT (1954)
 SR0221
 SR0221                         *CURRENT SURVEY CONTROL
 SR0221  ___________________________________________________________________
 SR0221* NAD 83(1986)-  47 44 20.     (N)    108 54 21.     (W)     SCALED    
 SR0221* NAVD 88     -       708.863  (meters)    2325.66   (feet)  ADJUSTED  
 SR0221  ___________________________________________________________________
 SR0221  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 SR0221  DYNAMIC HT  -         708.900 (meters)    2325.78  (feet)  COMP
 SR0221  MODELED GRAV-     980,641.1   (mgal)                       NAVD 88
 SR0221
 SR0221  VERT ORDER  -  FIRST     CLASS II
 SR0221
 SR0221.The horizontal coordinates were scaled from a topographic map and have
 SR0221.an estimated accuracy of +/- 6 seconds.
 SR0221
 SR0221.The orthometric height was determined by differential leveling
 SR0221.and adjusted by the National Geodetic Survey in June 1991..
 SR0221
 SR0221.The geoid height was determined by GEOID03.
 SR0221
 SR0221.The dynamic height is computed by dividing the NAVD 88
 SR0221.geopotential number by the normal gravity value computed on the
 SR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0221.degrees latitude (g = 980.6199 gals.).
 SR0221
 SR0221.The modeled gravity was interpolated from observed gravity values.
 SR0221
 SR0221;                    North         East    Units  Estimated Accuracy
 SR0221;SPC MT       -   387,850.      644,540.      MT  (+/- 180 meters Scaled)
 SR0221
 SR0221                          SUPERSEDED SURVEY CONTROL
 SR0221
 SR0221  NGVD 29 (??/??/92)  708.113  (m)         2323.20   (f) ADJ UNCH    1 2
 SR0221
 SR0221.Superseded values are not recommended for survey control.
 SR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0221.See file dsdata.txt to determine how the superseded data were derived.
 SR0221
 SR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT569894(NAD 83)
 SR0221_MARKER: P = PIPE CAP
 SR0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0221
 SR0221  HISTORY     - Date     Condition        Report By
 SR0221  HISTORY     - UNK      MONUMENTED       MORC
 SR0221  HISTORY     - 1934     GOOD             NGS
 SR0221
 SR0221                          STATION DESCRIPTION
 SR0221
 SR0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0221'29 MI SW FROM ZORTMAN.
 SR0221'29 MILES SOUTHWEST ALONG STATE HIGHWAY 19 FROM ZORTMAN, PHILLIPS
 SR0221'COUNTY, 1.8 MILES DOWNSTREAM ALONG THE NORTH SIDE OF THE MISSOURI
 SR0221'RIVER FROM A FERRY CROSSING (POWER FERRY), 0.4 MILE SOUTHWEST OF THE
 SR0221'RUBY GULCH MINING CO. POWER PLANT, 90 FEET EAST OF A DRY WASH, AND 60
 SR0221'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE TOP OF A WOODEN
 SR0221'STAKE ABOUT 0.7 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH A
 SR0221'6-INCH IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND AND BEARING A
 SR0221'MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0634 ***********************************************************************
 TH0634  DESIGNATION -  BO
 TH0634  PID         -  TH0634
 TH0634  STATE/COUNTY-  MT/ROOSEVELT
 TH0634  USGS QUAD   -  CALAIS (1989)
 TH0634
 TH0634                         *CURRENT SURVEY CONTROL
 TH0634  ___________________________________________________________________
 TH0634* NAD 83(1992)-  48 10 42.79177(N)    104 48 34.09307(W)     ADJUSTED  
 TH0634* NAVD 88     -       717.0    (meters)    2352.     (feet)  VERTCON   
 TH0634  ___________________________________________________________________
 TH0634  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 TH0634  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 TH0634
 TH0634  HORZ ORDER  -  FIRST
 TH0634
 TH0634.The horizontal coordinates were established by classical geodetic methods
 TH0634.and adjusted by the National Geodetic Survey in July 1992..
 TH0634
 TH0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0634
 TH0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0634
 TH0634.The geoid height was determined by GEOID03.
 TH0634
 TH0634;                    North         East     Units Scale Factor Converg.
 TH0634;SPC MT       -   446,978.371   948,475.162   MT  0.99960048   +3 25 52.1
 TH0634;SPC MT       - 1,466,464.47  3,111,795.15   iFT  0.99960048   +3 25 52.1
 TH0634;UTM  13      - 5,336,163.538   514,163.544   MT  0.99960246   +0 08 31.2
 TH0634
 TH0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0634!SPC MT       -   0.99989042  x   0.99960048  =   0.99949094
 TH0634!UTM  13      -   0.99989042  x   0.99960246  =   0.99949292
 TH0634
 TH0634|---------------------------------------------------------------------|
 TH0634| PID    Reference Object                     Distance      Geod. Az  |
 TH0634|                                                           dddmmss.s |
 TH0634| CQ7110 BO RM 2                              12.841 METERS 00944     |
 TH0634| CQ7109 BO RM 1                              11.220 METERS 10230     |
 TH0634| TH0637 BO TEMP PT A                        215.424 METERS 11305     |
 TH0634| TH0632 854                                 421.542 METERS 1341632.3 |
 TH0634| TH0633 BOX ELDER                           244.865 METERS 14207     |
 TH0634| CQ7108 BO AZ MK                                           1841713.2 |
 TH0634| TH0645 BROCKTON GREAT NORTH RR TANK        APPROX. 8.8 KM 2470340.7 |
 TH0634|---------------------------------------------------------------------|
 TH0634
 TH0634                          SUPERSEDED SURVEY CONTROL
 TH0634
 TH0634  NAD 83(1986)-  48 10 42.78916(N)    104 48 34.08827(W) AD(       ) 1
 TH0634  NAD 27      -  48 10 42.71662(N)    104 48 32.20795(W) AD(       ) 1
 TH0634  NGVD 29 (07/19/86)  716.4    (m)         2350.     (f) VERT ANG       
 TH0634
 TH0634.Superseded values are not recommended for survey control.
 TH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0634.See file dsdata.txt to determine how the superseded data were derived.
 TH0634
 TH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP1416436164(NAD 83)
 TH0634_MARKER: DS = TRIANGULATION STATION DISK
 TH0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0634+STABILITY: SURFACE MOTION
 TH0634
 TH0634  HISTORY     - Date     Condition        Report By
 TH0634  HISTORY     - 1948     MONUMENTED       CGS
 TH0634  HISTORY     - 1978     GOOD             LOCENG
 TH0634
 TH0634                          STATION DESCRIPTION
 TH0634
 TH0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0634'LOCATED ABOUT 5 MILES EAST-NORTHEAST OF BROCKTON IN THE SE 1/4 SEC.
 TH0634'13, T 28 N, R 53 E, ON THE HIGHEST POINT OF A HILL IN A PASTURE, 35
 TH0634'FEET NORTH OF THE NORTH EDGE OF A DEEP COULEE, AND 7.5 FEET EAST OF
 TH0634'A WITNESS POST.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 TH0634'BO 1948.
 TH0634'
 TH0634'REFERENCE MARK NO. 1 IS 36.81 FEET EAST-SOUTHEAST OF THE STATION, AND
 TH0634'20 FEET NORTH OF THE NORTH EDGE OF THE COULEE.  IT PROJECTS 6
 TH0634'INCHES, AND THE DISK IS STAMPED BO NO 1 1948.
 TH0634'
 TH0634'REFERENCE MARK NO. 2 IS 42.13 FEET NORTH OF THE STATION, AND 42
 TH0634'FEET NORTH OF THE WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK
 TH0634'IS STAMPED BO NO 2 1948.
 TH0634'
 TH0634'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF THE STATION, 35
 TH0634'FEET WEST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 35 FEET
 TH0634'NORTH OF THE APPROXIMATE CENTERLINE OF A MACADAM ROAD (ELD U.S.
 TH0634'HIGHWAY NO. 2), 29 FEET WEST OF THE WEST POST OF A GATE, AND 4.5
 TH0634'FEET WEST OF A WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS
 TH0634'STAMPED BO 1948.
 TH0634'
 TH0634'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BROCKTON, GO
 TH0634'EASTERLY ON U.S. HIGHWAY 2 FOR 3.8 MILES.  THEN LEFT ON A MACADAM
 TH0634'ROAD (OLD U.S. HIGHWAY 2) 1.3 MILES TO A WIRE GATE ON THE LEFT AND
 TH0634'THE AZIMUTH MARK AS DESCRIBED.  GO THROUGHT THE GATE, FOLLOW A
 TH0634'TRACK ROAD 0.7 MILE.  THEN LEFT, WESTERLY ACROSS PASTURE, 0.3 MILE
 TH0634'TO THE STATION AS DESCRIBED.
 TH0634
 TH0634                          STATION RECOVERY (1978)
 TH0634
 TH0634'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (PA)
 TH0634'BO 1948 RECOVERED GOOD.
 TH0634'
 TH0634'RM NO. 1 NO. 2 AZ. MARK RECOVERED GOOD.
 TH0634'
 TH0634'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST NORTHEAST OF
 TH0634'BROCKTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0756 ***********************************************************************
 TH0756  DESIGNATION -  BOB
 TH0756  PID         -  TH0756
 TH0756  STATE/COUNTY-  MT/SHERIDAN
 TH0756  USGS QUAD   -  
 TH0756
 TH0756                         *CURRENT SURVEY CONTROL
 TH0756  ___________________________________________________________________
 TH0756* NAD 83(1992)-  49 00 25.49117(N)    104 41 38.27026(W)     ADJUSTED  
 TH0756* NAVD 88     -       741.     (meters)    2431.     (feet)  SCALED    
 TH0756  ___________________________________________________________________
 TH0756  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 TH0756  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TH0756
 TH0756  HORZ ORDER  -  THIRD
 TH0756
 TH0756.The horizontal coordinates were established by classical geodetic methods
 TH0756.and adjusted by the National Geodetic Survey in July 1992..
 TH0756
 TH0756.The orthometric height was scaled from a topographic map.
 TH0756
 TH0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0756
 TH0756.The geoid height was determined by GEOID03.
 TH0756
 TH0756;                    North         East     Units Scale Factor Converg.
 TH0756;SPC MT       -   539,439.172   951,397.360   MT  1.00000437   +3 30 56.3
 TH0756;SPC MT       - 1,769,813.56  3,121,382.41   iFT  1.00000437   +3 30 56.3
 TH0756;UTM  13      - 5,428,288.045   522,381.061   MT  0.99960615   +0 13 51.6
 TH0756
 TH0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0756!SPC MT       -   0.99988679  x   1.00000437  =   0.99989116
 TH0756!UTM  13      -   0.99988679  x   0.99960615  =   0.99949298
 TH0756
 TH0756:                Primary Azimuth Mark                     Grid Az
 TH0756:SPC MT       -  ROSE                                     034 35 26.0
 TH0756:UTM  13      -  ROSE                                     037 52 30.7
 TH0756
 TH0756|---------------------------------------------------------------------|
 TH0756| PID    Reference Object                     Distance      Geod. Az  |
 TH0756|                                                           dddmmss.s |
 TH0756| TH0886 ROSE                                APPROX. 3.8 KM 0380622.3 |
 TH0756|---------------------------------------------------------------------|
 TH0756
 TH0756                          SUPERSEDED SURVEY CONTROL
 TH0756
 TH0756  NAD 83(1986)-  49 00 25.49124(N)    104 41 38.27138(W) AD(       ) 3
 TH0756
 TH0756.Superseded values are not recommended for survey control.
 TH0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0756.See file dsdata.txt to determine how the superseded data were derived.
 TH0756
 TH0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ2238128288(NAD 83)
 TH0756_MARKER: DD = SURVEY DISK
 TH0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0756+STABILITY: SURFACE MOTION
 TH0756
 TH0756  HISTORY     - Date     Condition        Report By
 TH0756  HISTORY     - 1911     MONUMENTED       IBC
 TH0756
 TH0756                          STATION DESCRIPTION
 TH0756
 TH0756'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0756'ABOUT 0.7 MILE NORTH - NORTHWEST OF INTERNATIONAL BOUNDARY MONUMENT
 TH0756'561, IN W 1/2 SECTION 1, TOWNSHIP 1, RANGE 21 W, SECOND MERIDIAN.
 TH0756'THE STATION IS ON THE SOUTHEAST SLOPE NEAR THE TOP OF A HILL JUST
 TH0756'NORTH OF A NARROW COULEE RUNNING EAST AND WEST.
 TH0756'
 TH0756'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN
 TH0756'A CONCRETE BLOCK 6 BY 6 BY 16 INCHES IN SIZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1538 ***********************************************************************
 SS1538  DESIGNATION -  BODNER
 SS1538  PID         -  SS1538
 SS1538  STATE/COUNTY-  MT/JUDITH BASIN
 SS1538  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS1538
 SS1538                         *CURRENT SURVEY CONTROL
 SS1538  ___________________________________________________________________
 SS1538* NAD 83(1992)-  47 10 42.24771(N)    110 41 14.55591(W)     ADJUSTED  
 SS1538* NAVD 88     -      1784.2    (meters)    5854.     (feet)  VERTCON   
 SS1538  ___________________________________________________________________
 SS1538  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 SS1538  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 SS1538
 SS1538  HORZ ORDER  -  SECOND
 SS1538
 SS1538.The horizontal coordinates were established by classical geodetic methods
 SS1538.and adjusted by the National Geodetic Survey in July 1992..
 SS1538
 SS1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1538
 SS1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1538
 SS1538.The geoid height was determined by GEOID03.
 SS1538
 SS1538;                    North         East     Units Scale Factor Converg.
 SS1538;SPC MT       -   326,080.612   510,051.658   MT  0.99939681   -0 52 06.9
 SS1538;SPC MT       - 1,069,818.28  1,673,397.83   iFT  0.99939681   -0 52 06.9
 SS1538;UTM  12      - 5,225,037.004   523,688.134   MT  0.99960690   +0 13 45.5
 SS1538
 SS1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1538!SPC MT       -   0.99972235  x   0.99939681  =   0.99911932
 SS1538!UTM  12      -   0.99972235  x   0.99960690  =   0.99932935
 SS1538
 SS1538:                Primary Azimuth Mark                     Grid Az
 SS1538:SPC MT       -  ATT MICROWAVE INSTALL ESE BELT           003 18 27.2
 SS1538:UTM  12      -  ATT MICROWAVE INSTALL ESE BELT           002 12 34.8
 SS1538
 SS1538|---------------------------------------------------------------------|
 SS1538| PID    Reference Object                     Distance      Geod. Az  |
 SS1538|                                                           dddmmss.s |
 SS1538| SS1524 ATT MICROWAVE INSTALL ESE BELT      APPROX.16.0 KM 0022620.3 |
 SS1538| CQ5151 BODNER RM 1                          25.232 METERS 02952     |
 SS1538| CQ5150 BODNER AZ MK                                       0885947.6 |
 SS1538| CQ5152 BODNER RM 2                          20.468 METERS 10831     |
 SS1538| SS1522 AIRWAY BCN 56 12 MI ESE BELT        APPROX.17.6 KM 3585134.0 |
 SS1538|---------------------------------------------------------------------|
 SS1538
 SS1538                          SUPERSEDED SURVEY CONTROL
 SS1538
 SS1538  NAD 83(1986)-  47 10 42.24488(N)    110 41 14.53892(W) AD(       ) 2
 SS1538  NAD 27      -  47 10 42.37870(N)    110 41 11.76190(W) AD(       ) 2
 SS1538  NGVD 29 (07/19/86) 1783.2    (m)         5850.     (f) VERT ANG       
 SS1538
 SS1538.Superseded values are not recommended for survey control.
 SS1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1538.See file dsdata.txt to determine how the superseded data were derived.
 SS1538
 SS1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2368825037(NAD 83)
 SS1538_MARKER: DS = TRIANGULATION STATION DISK
 SS1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1538
 SS1538  HISTORY     - Date     Condition        Report By
 SS1538  HISTORY     - 1961     MONUMENTED       CGS
 SS1538
 SS1538                          STATION DESCRIPTION
 SS1538
 SS1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1538'THE STATION IS ABOUT 8-1/2 MILES NORTHEAST OF MONARCH AND
 SS1538'6-1/2 MILES SOUTH-SOUTHEAST OF RAYNESFORD.  IT IS BETWEEN
 SS1538'LITTLE OTTER AND BIG OTTER CREEKS.  IT IS AT THE WEST END
 SS1538'OF A LARGE CLEARING ON THE HIGHEST POINT OF A TIMBERED RIDGE
 SS1538'AND ON THE PROPERTY OF THE BODNER BROTHERS.
 SS1538'
 SS1538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 SS1538'AND STATE HIGHWAY 427 0.4 MILE EAST OF RAYNESFORD, GO SOUTH
 SS1538'ON GRAVELED ROAD FOR 7.0 MILES TO A CROSSROADS.  TURN LEFT
 SS1538'AND GO EASTERLY FOR 4.7 MILES TO A GATE AND A CATTLEGUARD
 SS1538'(SIDE BY SIDE).  PASS THROUGH THE GATE AND CONTINUE ON MAIN
 SS1538'ROAD FOR 1.05 MILES TO A POLE GATE ON THE LEFT.  TURN LEFT,
 SS1538'THROUGH THE GATE, AND GO WESTERLY ON TRACK ROAD FOR 0.35
 SS1538'MILE TO SOME OLD FARM BUILDINGS.  PASS THROUGH A WIRE GATE,
 SS1538'GO THROUGH FARM YARD FOR 0.05 MILE TO A GATE.  PASS THROUGH
 SS1538'GATE AND BEAR LEFT, UP DRAW, AND GO 0.3 MILE TO A CORRAL ON
 SS1538'THE LEFT.  CONTINUE UP DRAW FOR 0.7 MILE TO A DIM
 SS1538'CROSSROADS IN A SADDLE.  CONTINUE AHEAD, DOWNGRADE, FOR 0.7
 SS1538'MILE TO A GATE.  PASS THROUGH AND GO A SHORT DISTANCE TO
 SS1538'BOTTOM OF DRAW.  BEAR LEFT ON DIM TRACK ROAD, UP DRAW,
 SS1538'FOR 0.85 MILE TO A FORK IN A SADDLE.  TURN LEFT AND GO
 SS1538'SOUTHERLY FOR 1.35 MILES TO A FORK.  TURN RIGHT AND GO 0.6
 SS1538'MILE TO A FORK.  TURN LEFT AND GO 0.2 MILE TO A ROCK RIDGE
 SS1538'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.1
 SS1538'MILE TO A CAIRN.  BEAR RIGHT AND GO 0.1 MILE TO THE WEST
 SS1538'END OF THE CLEARING AND THE STATION.
 SS1538'
 SS1538'THE STATION MARKS ARE STANDARD DISKS, STAMPED BODNER 1961.
 SS1538'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE
 SS1538'CONCRETE POST PROJECTING 4 INCHES.  IT IS 23 FEET NORTH-NORTHWEST
 SS1538'OF A 6-INCH PINE TREE WITH A TRIANGLE BLAZE ON THE NORTH
 SS1538'SIDE AND 1.5 FEET NORTHEAST OF A WITNESS POST.  THE UNDERGROUND
 SS1538'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 20 INCHES BELOW
 SS1538'THE GROUND SURFACE.
 SS1538'
 SS1538'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BODNER NO 1
 SS1538'1961, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 SS1538'PROJECTING 6 INCHES.  IT IS 100 FEET NORTHEAST OF THE 6-INCH
 SS1538'PINE TREE AND 83 FEET NORTH-NORTHEAST OF THE WITNESS POST.
 SS1538'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 SS1538'
 SS1538'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BODNER NO 2
 SS1538'1961, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 SS1538'PROJECTING 6 INCHES.  IT IS 68 FEET EAST OF THE WITNESS POST
 SS1538'AND 54 FEET EAST OF THE 6-INCH PINE TREE.  IT IS THE SAME
 SS1538'ELEVATION AS THE STATION.
 SS1538'
 SS1538'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BODNER 1961,
 SS1538'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT OUTCROP OF BEDROCK
 SS1538'FLUSH WITH THE GROUND.  IT IS 15 FEET NORTH OF THE CENTERLINE
 SS1538'OF THE TRACK ROAD, 3 FEET NORTHWEST OF A WITNESS POST AND
 SS1538'AT THE EAST END OF THE LARGE CLEARING.
 SS1538'
 SS1538'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1123 ***********************************************************************
 SS1123  DESIGNATION -  BOLE
 SS1123  PID         -  SS1123
 SS1123  STATE/COUNTY-  MT/TETON
 SS1123  USGS QUAD   -  T L GAP (1987)
 SS1123
 SS1123                         *CURRENT SURVEY CONTROL
 SS1123  ___________________________________________________________________
 SS1123* NAD 83(1992)-  47 47 04.50438(N)    111 59 23.78023(W)     ADJUSTED  
 SS1123* NAVD 88     -      1245.319  (meters)    4085.68   (feet)  ADJUSTED  
 SS1123  ___________________________________________________________________
 SS1123  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 SS1123  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 SS1123  DYNAMIC HT  -        1245.265 (meters)    4085.51  (feet)  COMP
 SS1123  MODELED GRAV-     980,525.0   (mgal)                       NAVD 88
 SS1123
 SS1123  HORZ ORDER  -  FIRST
 SS1123  VERT ORDER  -  SECOND    CLASS 0
 SS1123
 SS1123.The horizontal coordinates were established by classical geodetic methods
 SS1123.and adjusted by the National Geodetic Survey in July 1992..
 SS1123
 SS1123.The orthometric height was determined by differential leveling
 SS1123.and adjusted by the National Geodetic Survey in June 1991..
 SS1123
 SS1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1123
 SS1123.The geoid height was determined by GEOID03.
 SS1123
 SS1123.The dynamic height is computed by dividing the NAVD 88
 SS1123.geopotential number by the normal gravity value computed on the
 SS1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1123.degrees latitude (g = 980.6199 gals.).
 SS1123
 SS1123.The modeled gravity was interpolated from observed gravity values.
 SS1123
 SS1123;                    North         East     Units Scale Factor Converg.
 SS1123;SPC MT       -   395,719.884   413,542.987   MT  0.99948351   -1 49 17.0
 SS1123;SPC MT       - 1,298,293.58  1,356,768.33   iFT  0.99948351   -1 49 17.0
 SS1123;UTM  12      - 5,292,832.597   425,848.467   MT  0.99966757   -0 43 59.5
 SS1123
 SS1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1123!SPC MT       -   0.99980709  x   0.99948351  =   0.99929070
 SS1123!UTM  12      -   0.99980709  x   0.99966757  =   0.99947472
 SS1123
 SS1123:                Primary Azimuth Mark                     Grid Az
 SS1123:SPC MT       -  BOLE AZ MK                               006 56 15.9
 SS1123:UTM  12      -  BOLE AZ MK                               005 50 58.4
 SS1123
 SS1123|---------------------------------------------------------------------|
 SS1123| PID    Reference Object                     Distance      Geod. Az  |
 SS1123|                                                           dddmmss.s |
 SS1123| SS1121 BOLE AZ MK                                         0050658.9 |
 SS1123| SS1122 BOLE RM 1                            13.387 METERS 02722     |
 SS1123| SS1479 ATT TETON RIDGE MICROWAVE TWR       APPROX. 5.6 KM 0612100.1 |
 SS1123| CN4030 BOLE AZ MK 2                                       1675413.3 |
 SS1123| SS1124 BOLE RM 2                            17.205 METERS 25131     |
 SS1123|---------------------------------------------------------------------|
 SS1123
 SS1123                          SUPERSEDED SURVEY CONTROL
 SS1123
 SS1123  NAD 83(1986)-  47 47 04.50926(N)    111 59 23.76297(W) AD(       ) 1
 SS1123  NAD 27      -  47 47 04.67600(N)    111 59 20.73500(W) AD(       ) 1
 SS1123  NGVD 29 (??/??/92) 1244.387  (m)         4082.63   (f) ADJ UNCH    2 0
 SS1123
 SS1123.Superseded values are not recommended for survey control.
 SS1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1123.See file dsdata.txt to determine how the superseded data were derived.
 SS1123
 SS1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2584892833(NAD 83)
 SS1123_MARKER: DS = TRIANGULATION STATION DISK
 SS1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1123_STAMPING: BOLE 1940
 SS1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1123+STABILITY: SURFACE MOTION
 SS1123
 SS1123  HISTORY     - Date     Condition        Report By
 SS1123  HISTORY     - 1940     MONUMENTED       CGS
 SS1123  HISTORY     - 1957     GOOD             USGS
 SS1123  HISTORY     - 1961     GOOD             CGS
 SS1123  HISTORY     - 1961     GOOD             NGS
 SS1123
 SS1123                          STATION DESCRIPTION
 SS1123
 SS1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SS1123'STATION IS ABOUT 9-1/2 MILES ESE OF CHOTEAU AND 5-1/2 MILES
 SS1123'N OF BOLE.  THE STATION IS ON A GRASSY POINT EXTENDING TO THE
 SS1123'N FROM AN E-W FLAT-TOPPED RIDGE OR MESA.  IT IS A STANDARD
 SS1123'BRONZE DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 SS1123'4 INCHES, 39 FEET S OF THE N RIM AND 5.1 FEET S OF WHITE
 SS1123'WITNESS POST.  THE DISK IS STAMPED BOLE 1940.
 SS1123'
 SS1123'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN A BLOCK
 SS1123'OF CONCRETE.
 SS1123'
 SS1123'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK 46 FEET SW
 SS1123'OF THE N EDGE OF A SHARP POINT OF RIDGE, SET IN A 12-INCH
 SS1123'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  THE DISK
 SS1123'IS STAMPED BOLE NO. 1, 1940 AND IS ABOUT ON THE SAME LEVEL AS
 SS1123'STATION MARK.
 SS1123'
 SS1123'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK 15 FEET S
 SS1123'OF THE N EDGE OF RIDGE, SET IN A 12-INCH SQUARE CONCRETE
 SS1123'MONUMENT THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED BOLE NO. 2,
 SS1123'1940 AND IS ABOUT THE SAME LEVEL AS STATION MARK.
 SS1123'
 SS1123'AZIMUTH MARK IS ABOUT 1 MILE N OF STATION AT CROSSROADS,
 SS1123'42 FEET SW OF ROAD INTERSECTION, 3.6 FEET W OF FENCE CORNER,
 SS1123'3.2 FEET E OF WHITE WITNESS POST AND 6 INCHES N OF FENCE LINE.
 SS1123'THE STANDARD BRONZE DISK IS SET IN A 12-INCH SQUARE CONCRETE
 SS1123'MONUMENT THAT PROJECTS 6 INCHES AND STAMPED BOLE 1940.
 SS1123'
 SS1123'TO REACH THE STATION FROM CHOTEAU RAILROAD DEPOT, GO E ON
 SS1123'GOOD GRAVEL ROAD FOR 1.0 MILE TO Y-FORK.  TURN RIGHT AND
 SS1123'GO S AND E ON MAIN-TRAVELED ROAD FOR 7.8 MILES TO WHERE MAIN
 SS1123'ROAD CURVES TO LEFT.  KEEP STRAIGHT AHEAD FOR 0.1 MILE TO SIGN
 SS1123'BOLE 8, TURN RIGHT, (S) AND GO 1.0 MILE TO CROSSROADS AND
 SS1123'AZIMUTH MARK IN SW FENCE CORNER.  ROAD SIGNS CHOTEAU 10 BOLE
 SS1123'7-POWER 20.  CONTINUE STRAIGHT AHEAD, (S) FOR 1.2 MILES TO TOP
 SS1123'OF GRASSY RIDGE, HERE LEAVE ROAD AND TURN RIGHT, (W) AND
 SS1123'FOLLOW TOP OF RIDGE 0.3 MILE TO HIGHEST GROUND AND STATION.
 SS1123'
 SS1123'NOTE--A 16-FOOT TOWER IS RECOMMENDED AT THIS STATION.
 SS1123
 SS1123                          STATION RECOVERY (1957)
 SS1123
 SS1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SS1123'SECTION CORNER 33, 34, 4, AND 3 IS 495 FT. (STADIA) FROM STATION
 SS1123'MARK, N 86 DEG 55 MIN W (USGS).
 SS1123'
 SS1123'RECOVERED.
 SS1123'
 SS1123'STATION MARK--STANDARD USC AND GS BRONZE TABLET, SET IN A 12 IN.
 SS1123'SQUARE MONUMENT PROJECTING 4 IN., STAMPED ---BOLE 1940---.
 SS1123
 SS1123                          STATION RECOVERY (1961)
 SS1123
 SS1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1123'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 SS1123'IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED--IT
 SS1123'IS A STANDARD DISK, STAMPED BOLE 1940 1961, SET IN THE TOP
 SS1123'OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 7 INCHES.
 SS1123'IT IS 31 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 2.1
 SS1123'FEET SOUTHWEST OF A WITNESS POST AND 1.5 FEET NORTHWEST OF
 SS1123'A TELEPHONE LINE POLE.  A NEW DESCRIPTION TO REACH THE STATION
 SS1123'FOLLOWS--
 SS1123'
 SS1123'TO REACH THE STATION FROM THE POST OFFICE IN FAIRFIELD, GO
 SS1123'WESTERLY ON U.S. HIGHWAY 89 FOR 0.5 MILE TO A GRAVELED CROSSROADS.
 SS1123'TURN RIGHT AND GO NORTH FOR 1.6 MILES TO A T-INTERSECTION.
 SS1123'TURN LEFT AND GO WEST FOR 0.15 MILE TO A SIDE ROAD RIGHT.
 SS1123'TURN RIGHT AND GO NORTH FOR 1.2 MILES TO A RAILROAD CROSSING.
 SS1123'CONTINUE NORTH FOR 3.5 MILES TO A RAILROAD CROSSING.  CONTINUE
 SS1123'NORTH FOR 5.2 MILES TO THE NEW AZIMUTH MARK ON THE LEFT JUST
 SS1123'BEFORE STARTING DOWN HILL INTO A VALLEY.  CONTINUE NORTH
 SS1123'FOR 0.3 MILE TO A SIDE ROAD LEFT (TO REACH THE ORIGINAL
 SS1123'AZIMUTH MARK FROM HERE, CONTINUE NORTH FOR 1.25 MILES TO A
 SS1123'CROSSROADS AND THE MARK ON THE LEFT).  TURN LEFT, THEN
 SS1123'RIGHT, FOLLOWING THE DITCH FOR A SHORT DISTANCE, THEN NORTH
 SS1123'ALONG THE EAST SIDE OF A POWERLINE FOR 0.1 MILE.  TURN
 SS1123'LEFT AND GO WEST FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 SS1123'STATION.
 SS1123'
 SS1123'HEIGHT OF LIGHT ABOVE STATION MARK 14.29 METERS.
 SS1123
 SS1123                          STATION RECOVERY (1961)
 SS1123
 SS1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SS1123'11.7 MI SE FROM CHOTEAU.
 SS1123'4.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1123'AT CHOTEAU, THENCE 6.5 MILES EAST ALONG A DIRT ROAD, THENCE 0.85 MILES
 SS1123'NORTH ALONG A COUNTY ROAD, THENCE 0.2 MILES NORTHWEST ACROSS COUNTRY,
 SS1123'ON A SMALL RIDGE THAT PROTRUDES INTO A LARGE VALLEY, 40 FEET SOUTHEAST
 SS1123'OF THE EDGE OF AN ESCARPMENT, 56.4 FEET EAST OF REFERENCE MARK NO. 2,
 SS1123'43.9 FEET SOUTH OF REFERENCE MARK NO. 1, 0.9 FOOT NORTH OF A WITNESS
 SS1123'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SS1123'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1121 ***********************************************************************
 SS1121  DESIGNATION -  BOLE AZ MK
 SS1121  PID         -  SS1121
 SS1121  STATE/COUNTY-  MT/TETON
 SS1121  USGS QUAD   -  T L GAP (1987)
 SS1121
 SS1121                         *CURRENT SURVEY CONTROL
 SS1121  ___________________________________________________________________
 SS1121* NAD 83(1986)-  47 46 43.     (N)    111 59 17.     (W)     SCALED    
 SS1121* NAVD 88     -      1232.506  (meters)    4043.65   (feet)  ADJUSTED  
 SS1121  ___________________________________________________________________
 SS1121  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 SS1121  DYNAMIC HT  -        1232.449 (meters)    4043.46  (feet)  COMP
 SS1121  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 SS1121
 SS1121  VERT ORDER  -  SECOND    CLASS 0
 SS1121
 SS1121.The horizontal coordinates were scaled from a topographic map and have
 SS1121.an estimated accuracy of +/- 6 seconds.
 SS1121
 SS1121.The orthometric height was determined by differential leveling
 SS1121.and adjusted by the National Geodetic Survey in June 1991..
 SS1121
 SS1121.The geoid height was determined by GEOID03.
 SS1121
 SS1121.The dynamic height is computed by dividing the NAVD 88
 SS1121.geopotential number by the normal gravity value computed on the
 SS1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1121.degrees latitude (g = 980.6199 gals.).
 SS1121
 SS1121.The modeled gravity was interpolated from observed gravity values.
 SS1121
 SS1121;                    North         East    Units  Estimated Accuracy
 SS1121;SPC MT       -   395,050.      413,660.      MT  (+/- 180 meters Scaled)
 SS1121
 SS1121                          SUPERSEDED SURVEY CONTROL
 SS1121
 SS1121  NGVD 29 (??/??/92) 1231.569  (m)         4040.57   (f) ADJ UNCH    2 0
 SS1121
 SS1121.Superseded values are not recommended for survey control.
 SS1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1121.See file dsdata.txt to determine how the superseded data were derived.
 SS1121
 SS1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT259921(NAD 83)
 SS1121_MARKER: DZ = AZIMUTH MARK DISK
 SS1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1121_STAMPING: BOLE 1940
 SS1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1121+STABILITY: SURFACE MOTION
 SS1121
 SS1121  HISTORY     - Date     Condition        Report By
 SS1121  HISTORY     - 1940     MONUMENTED       CGS
 SS1121  HISTORY     - 1961     GOOD             NGS
 SS1121
 SS1121                          STATION DESCRIPTION
 SS1121
 SS1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1121'11.2 MI SE FROM CHOTEAU.
 SS1121'4.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1121'AT CHOTEAU, THENCE 6.5 MILES EAST ALONG A DIRT ROAD, THENCE 0.55 MILES
 SS1121'NORTH ALONG A COUNTY ROAD, ON THE TOP OF A SMALL KNOLL 210 FEET NORTH
 SS1121'OF A FENCE CORNER, 31 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 SS1121'1.8 FEET NORTH OF A POWER LINE POLE, 2.0 FEET SOUTH OF A WITNESS POST,
 SS1121'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS1121'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1122 ***********************************************************************
 SS1122  DESIGNATION -  BOLE RM 1
 SS1122  PID         -  SS1122
 SS1122  STATE/COUNTY-  MT/TETON
 SS1122  USGS QUAD   -  T L GAP (1987)
 SS1122
 SS1122                         *CURRENT SURVEY CONTROL
 SS1122  ___________________________________________________________________
 SS1122* NAD 83(1986)-  47 47 04.     (N)    111 59 23.     (W)     SCALED    
 SS1122* NAVD 88     -      1245.125  (meters)    4085.05   (feet)  ADJUSTED  
 SS1122  ___________________________________________________________________
 SS1122  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 SS1122  DYNAMIC HT  -        1245.072 (meters)    4084.87  (feet)  COMP
 SS1122  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 SS1122
 SS1122  VERT ORDER  -  SECOND    CLASS 0
 SS1122
 SS1122.The horizontal coordinates were scaled from a topographic map and have
 SS1122.an estimated accuracy of +/- 6 seconds.
 SS1122
 SS1122.The orthometric height was determined by differential leveling
 SS1122.and adjusted by the National Geodetic Survey in June 1991..
 SS1122
 SS1122.The geoid height was determined by GEOID03.
 SS1122
 SS1122.The dynamic height is computed by dividing the NAVD 88
 SS1122.geopotential number by the normal gravity value computed on the
 SS1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1122.degrees latitude (g = 980.6199 gals.).
 SS1122
 SS1122.The modeled gravity was interpolated from observed gravity values.
 SS1122
 SS1122;                    North         East    Units  Estimated Accuracy
 SS1122;SPC MT       -   395,700.      413,560.      MT  (+/- 180 meters Scaled)
 SS1122
 SS1122                          SUPERSEDED SURVEY CONTROL
 SS1122
 SS1122  NGVD 29 (??/??/92) 1244.193  (m)         4081.99   (f) ADJ UNCH    2 0
 SS1122
 SS1122.Superseded values are not recommended for survey control.
 SS1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1122.See file dsdata.txt to determine how the superseded data were derived.
 SS1122
 SS1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT258928(NAD 83)
 SS1122_MARKER: DR = REFERENCE MARK DISK
 SS1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1122_STAMPING: BOLE NO. 1 1940
 SS1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1122+STABILITY: SURFACE MOTION
 SS1122
 SS1122  HISTORY     - Date     Condition        Report By
 SS1122  HISTORY     - 1940     MONUMENTED       CGS
 SS1122  HISTORY     - 1961     GOOD             NGS
 SS1122
 SS1122                          STATION DESCRIPTION
 SS1122
 SS1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1122'11.7 MI SE FROM CHOTEAU.
 SS1122'4.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1122'AT CHOTEAU, THENCE 6.5 MILES EAST ALONG A DIRT ROAD, THENCE 0.85 MILES
 SS1122'NORTH ALONG A COUNTY ROAD, THENCE 0.2 MILE NORTHWEST ACROSS COUNTRY,
 SS1122'ON A SMALL RIDGE THAT PROTRUDES INTO A LARGE VALLEY, 43.9 FEET NORTH
 SS1122'OF TRIANGULATION STATION BOLE, 18 FEET SOUTHEAST OF THE EDGE OF AN
 SS1122'ESCARPMENT, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SS1122'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1124 ***********************************************************************
 SS1124  DESIGNATION -  BOLE RM 2
 SS1124  PID         -  SS1124
 SS1124  STATE/COUNTY-  MT/TETON
 SS1124  USGS QUAD   -  T L GAP (1987)
 SS1124
 SS1124                         *CURRENT SURVEY CONTROL
 SS1124  ___________________________________________________________________
 SS1124* NAD 83(1986)-  47 47 04.     (N)    111 59 23.     (W)     SCALED    
 SS1124* NAVD 88     -      1245.077  (meters)    4084.89   (feet)  ADJUSTED  
 SS1124  ___________________________________________________________________
 SS1124  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 SS1124  DYNAMIC HT  -        1245.024 (meters)    4084.72  (feet)  COMP
 SS1124  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 SS1124
 SS1124  VERT ORDER  -  SECOND    CLASS 0
 SS1124
 SS1124.The horizontal coordinates were scaled from a topographic map and have
 SS1124.an estimated accuracy of +/- 6 seconds.
 SS1124
 SS1124.The orthometric height was determined by differential leveling
 SS1124.and adjusted by the National Geodetic Survey in June 1991..
 SS1124
 SS1124.The geoid height was determined by GEOID03.
 SS1124
 SS1124.The dynamic height is computed by dividing the NAVD 88
 SS1124.geopotential number by the normal gravity value computed on the
 SS1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1124.degrees latitude (g = 980.6199 gals.).
 SS1124
 SS1124.The modeled gravity was interpolated from observed gravity values.
 SS1124
 SS1124;                    North         East    Units  Estimated Accuracy
 SS1124;SPC MT       -   395,700.      413,560.      MT  (+/- 180 meters Scaled)
 SS1124
 SS1124                          SUPERSEDED SURVEY CONTROL
 SS1124
 SS1124  NGVD 29 (??/??/92) 1244.145  (m)         4081.83   (f) ADJ UNCH    2 0
 SS1124
 SS1124.Superseded values are not recommended for survey control.
 SS1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1124.See file dsdata.txt to determine how the superseded data were derived.
 SS1124
 SS1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT258928(NAD 83)
 SS1124_MARKER: DZ = AZIMUTH MARK DISK
 SS1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1124_STAMPING: BOLE NO. 2 1940
 SS1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1124+STABILITY: SURFACE MOTION
 SS1124
 SS1124  HISTORY     - Date     Condition        Report By
 SS1124  HISTORY     - 1940     MONUMENTED       CGS
 SS1124  HISTORY     - 1961     GOOD             NGS
 SS1124
 SS1124                          STATION DESCRIPTION
 SS1124
 SS1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1124'11.7 MI SE FROM CHOTEAU.
 SS1124'4.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1124'AT CHOTEAU, THENCE 6.5 MILES EAST ALONG A DIRT ROAD, THENCE 0.85 MILES
 SS1124'NORTH ALONG A COUNTY ROAD, THENCE 0.2 MILE NORTHWEST ACROSS COUNTRY,
 SS1124'ON A SMALL RIDGE THAT PROTRUDES INTO A LARGE VALLEY, 56.4 FEET WEST OF
 SS1124'TRIANGULATION STATION BOLE, 15 FEET SOUTHEAST OF THE EDGE OF AN
 SS1124'ESCARPMENT, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SS1124'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7921 ***********************************************************************
 AI7921  CBN         -  This is a Cooperative Base Network Control Station.
 AI7921  DESIGNATION -  BOLES CR GPS
 AI7921  PID         -  AI7921
 AI7921  STATE/COUNTY-  MT/MISSOULA
 AI7921  USGS QUAD   -  GOLD CREEK PEAK (1965)
 AI7921
 AI7921                         *CURRENT SURVEY CONTROL
 AI7921  ___________________________________________________________________
 AI7921* NAD 83(1999)-  47 06 46.54678(N)    113 39 25.85341(W)     ADJUSTED  
 AI7921* NAVD 88     -      1744.3    (meters)    5723.     (feet)  GPS OBS   
 AI7921  ___________________________________________________________________
 AI7921  X           -  -1,745,365.282 (meters)                     COMP
 AI7921  Y           -  -3,984,140.252 (meters)                     COMP
 AI7921  Z           -   4,651,585.874 (meters)                     COMP
 AI7921  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 AI7921  ELLIP HEIGHT-        1730.48  (meters)          (10/12/00) GPS OBS
 AI7921  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 AI7921
 AI7921  HORZ ORDER  -  A
 AI7921  ELLP ORDER  -  THIRD     CLASS I
 AI7921
 AI7921.The horizontal coordinates were established by GPS observations
 AI7921.and adjusted by the National Geodetic Survey in October 2000..
 AI7921.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI7921.DATUM ITEM on the data sheet items page.
 AI7921
 AI7921.The orthometric height was determined by GPS observations and a
 AI7921.high-resolution geoid model.
 AI7921
 AI7921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7921
 AI7921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7921
 AI7921.The ellipsoidal height was determined by GPS observations
 AI7921.and is referenced to NAD 83.
 AI7921
 AI7921.The geoid height was determined by GEOID03.
 AI7921
 AI7921;                    North         East     Units Scale Factor Converg.
 AI7921;SPC MT       -   326,490.319   284,827.397   MT  0.99939416   -3 02 27.6
 AI7921;SPC MT       - 1,071,162.46    934,473.09   iFT  0.99939416   -3 02 27.6
 AI7921;UTM  12      - 5,221,139.768   298,417.535   MT  1.00009944   -1 56 51.2
 AI7921
 AI7921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7921!SPC MT       -   0.99972882  x   0.99939416  =   0.99912315
 AI7921!UTM  12      -   0.99972882  x   1.00009944  =   0.99982824
 AI7921
 AI7921                          SUPERSEDED SURVEY CONTROL
 AI7921
 AI7921  NAD 83(1992)-  47 06 46.54553(N)    113 39 25.85306(W) AD(       ) B
 AI7921
 AI7921.Superseded values are not recommended for survey control.
 AI7921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7921.See file dsdata.txt to determine how the superseded data were derived.
 AI7921
 AI7921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT9841821140(NAD 83)
 AI7921_MARKER: F = FLANGE-ENCASED ROD
 AI7921_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7921_STAMPING: BOLE
 AI7921_MARK LOGO: NONE  
 AI7921_PROJECTION: FLUSH
 AI7921_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AI7921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7921+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1999
 AI7921_ROD/PIPE-DEPTH: 14.9 meters
 AI7921_SLEEVE-DEPTH  :  0.9 meters
 AI7921
 AI7921  HISTORY     - Date     Condition        Report By
 AI7921  HISTORY     - 19990820 MONUMENTED       MSLACO
 AI7921
 AI7921                          STATION DESCRIPTION
 AI7921
 AI7921'DESCRIBED BY MISSOULA COUNTY SURVEYOR 1999 (SEN)
 AI7921'STATION IS 67 ROAD MI NE OF MISSOULA.  FROM MISSOULA TAKE I-90 E TO
 AI7921'EXIT 109 (HWY 200), TAKE HWY 200 E TO CLEARWATER JCT (HWY 83), TAKE
 AI7921'HWY 83 N 10.1 MI TO PLACID LAKE RD. GO W ON PLACID LAKE RD 9.6 MI TO
 AI7921'FOREST SERVICE RD 9974. FS RD 9974 IS A LOGGING ROAD AND IS THE MOST
 AI7921'HEAVILY USED ROAD FROM HERE TO THE STATION. TAKE FS RD 9974
 AI7921'SOUTHWESTERLY AND CROSS PLACID CR AT 0.3 MI, TAKE RIGHT FORK AT 1.1
 AI7921'MI,
 AI7921'RIGHT FORK AT 3.0 MI AND RIGHT FORK AT 6.9 MI, CONTINUE 0.6 MI ON FS
 AI7921'RD
 AI7921'9974 FOR A TOTAL OF 17.1 MI FROM HWY 83, TO STATION ON LEFT. ON THE
 AI7921'SOUTH SIDE OF THE ROAD IS A YELLOW BEARING TREE TAG ON AN ORANGE
 AI7921'PAINTED TREE. A PRIMITIVE ROAD HEADED N OFF FS RD 9974 IS E 235 FT OF
 AI7921'THE BEARING TREE. FROM THE STATION THE BEARING TREE WITH TAG BEARS N,
 AI7921'114 FT, THE CENTERLINE OF FS RD 9974 IS N, 131 FT, A METAL SIGN POST
 AI7921'WITH NOTICE TAG BEARS N, 2 FT.
 AI7921' 
 AI7921'MONUMENT IS A 9/16 IN DIA. X 49 FT STAINLESS ROD DRIVEN TO REFUSAL,
 AI7921'WITH A 3 FT GREASED SLEEVE, IN A 5 IN DIA X 2 FT PVC PIPE FILLED WITH
 AI7921'WASHED SAND, IN CONCRETE, WITH FLIP TOP LID. MARK IS A PUNCH MARK IN
 AI7921'THE ROUNDED TOP OF THE ROD.
 AI7921' 
 AI7921'OWNERSHIP-PLUM CREEK TIMBER COMPANY INC., 140 N RUSSELL, MISSOULA, MT,
 AI7921'59801  PHONE 406 728-8350
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0455 ***********************************************************************
 SQ0455  DESIGNATION -  BONE BLUFF
 SQ0455  PID         -  SQ0455
 SQ0455  STATE/COUNTY-  MT/MCCONE
 SQ0455  USGS QUAD   -  MC RAE SPRINGS (1973)
 SQ0455
 SQ0455                         *CURRENT SURVEY CONTROL
 SQ0455  ___________________________________________________________________
 SQ0455* NAD 83(1992)-  47 59 43.96672(N)    106 10 01.51596(W)     ADJUSTED  
 SQ0455* NAVD 88     -       757.8    (meters)    2486.     (feet)  VERTCON   
 SQ0455  ___________________________________________________________________
 SQ0455  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 SQ0455  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 SQ0455
 SQ0455  HORZ ORDER  -  FIRST
 SQ0455
 SQ0455.The horizontal coordinates were established by classical geodetic methods
 SQ0455.and adjusted by the National Geodetic Survey in July 1992..
 SQ0455
 SQ0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0455
 SQ0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0455
 SQ0455.The geoid height was determined by GEOID03.
 SQ0455
 SQ0455;                    North         East     Units Scale Factor Converg.
 SQ0455;SPC MT       -   421,489.892   848,551.760   MT  0.99954017   +2 26 16.9
 SQ0455;SPC MT       - 1,382,840.85  2,783,962.47   iFT  0.99954017   +2 26 16.9
 SQ0455;UTM  13      - 5,316,464.197   412,933.628   MT  0.99969315   -0 52 02.3
 SQ0455
 SQ0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0455!SPC MT       -   0.99988389  x   0.99954017  =   0.99942411
 SQ0455!UTM  13      -   0.99988389  x   0.99969315  =   0.99957708
 SQ0455
 SQ0455|---------------------------------------------------------------------|
 SQ0455| PID    Reference Object                     Distance      Geod. Az  |
 SQ0455|                                                           dddmmss.s |
 SQ0455| CQ5154 BONE BLUFF RM 1                      10.635 METERS 06909     |
 SQ0455| CQ5155 BONE BLUFF RM 2                       8.904 METERS 14544     |
 SQ0455| CQ5153 BONE BLUFF AZ MK                                   2142403.5 |
 SQ0455|---------------------------------------------------------------------|
 SQ0455
 SQ0455                          SUPERSEDED SURVEY CONTROL
 SQ0455
 SQ0455  NAD 83(1986)-  47 59 43.96721(N)    106 10 01.50782(W) AD(       ) 1
 SQ0455  NAD 27      -  47 59 43.90351(N)    106 09 59.42168(W) AD(       ) 1
 SQ0455  NGVD 29 (07/19/86)  757.2    (m)         2484.     (f) VERT ANG       
 SQ0455
 SQ0455.Superseded values are not recommended for survey control.
 SQ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0455.See file dsdata.txt to determine how the superseded data were derived.
 SQ0455
 SQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP1293416464(NAD 83)
 SQ0455_MARKER: P = PIPE CAP
 SQ0455_SETTING: 0 = UNSPECIFIED SETTING
 SQ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0455
 SQ0455  HISTORY     - Date     Condition        Report By
 SQ0455  HISTORY     - 1889     MONUMENTED       MORC
 SQ0455  HISTORY     - 1948     GOOD             CGS
 SQ0455  HISTORY     - 1948     GOOD             USGS
 SQ0455  HISTORY     - 1973     GOOD             USGS
 SQ0455
 SQ0455                          STATION DESCRIPTION
 SQ0455
 SQ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 SQ0455'THE STATION IS ABOUT 7 MILES SOUTHWEST OF THE TOWN OF FRAZER, 2 MILES
 SQ0455'SOUTH OF THE MISSOURI RIVER, ON LAND OWNED BY JAMES W. TERRY AND ON
 SQ0455'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 12 FEET
 SQ0455'NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD MISSOURI RIVER
 SQ0455'COMMISION IRON CAP FASTENED TO THE TOP OF A 4-INCH IRON PIPE THAT
 SQ0455'PROJECTS 6 INCHES.
 SQ0455'
 SQ0455'REFERENCE MARK NO. 1 IS 34.89 FEET EAST-NORTHEAST OF THE STATION.
 SQ0455'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BONE BLUFF M O R C
 SQ0455'NO 1 1948.
 SQ0455'
 SQ0455'REFERENCE MARK NO. 2 IS 29.21 FEET SOUTHEAST OF THE STATION.  THE
 SQ0455'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BONE BLUFF M O R C NO
 SQ0455'2 1948.
 SQ0455'
 SQ0455'THE AZIMUTH MARK IS 1.0 MILE SOUTHWEST OF THE STATION.  IT IS 8 FEET
 SQ0455'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE
 SQ0455'DISK IS STAMPED BONE BLUFF M O R C 1948.
 SQ0455'
 SQ0455'TO REACH THE STATION FROM THE EAST END OF THE SPILLWAY, WHICH IS
 SQ0455'ABOUT 5 MILES EAST OF FORT PECK, GO EASTERLY ON THE MAIN TRACK ROAD
 SQ0455'FOR 9.6 MILES TO A FORK, BEAR LEFT AND GO 2.9 MILES TO A T-ROAD LEFT
 SQ0455'AT A MAIL BOX AND A RED OIL DRUM OWNED BY JAMES TERRY, TURN LEFT AND
 SQ0455'GO 0.75 MILE, AT THIS POINT LEAVE THE MAIN ROAD AND GO NORTHERLY
 SQ0455'FOR 0.25 MILE TO THE TOP OF A PROMINENT RIDGE, BEAR LEFT AND FOLLOW A
 SQ0455'WELL DEFINED CATTLE TRAIL NORTHWESTERLY FOR 0.7 MILE TO A POINT
 SQ0455'WHERE THE TRAIL CROSSES THE HEAD OF A DRAW, BEAR RIGHT THEN LEFT
 SQ0455'AND CONTINUE NORTHWESTERLY ON THE CATTLE TRAIL FOR 1.0 MILE
 SQ0455'TO THE AZIMUTH MARK, CONTINUE ON THE CATTLE TRAIL, NORTHEASTERLY,
 SQ0455'FOR 1.15 MILE TO THE HIGHEST POINT AND THE STATION.
 SQ0455
 SQ0455                          STATION RECOVERY (1948)
 SQ0455
 SQ0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 SQ0455'STATION MARK--A STANDARD MORC IRON CAP FASTENED TO THE TOP OF A 4 IN.
 SQ0455'IRON PIPE THAT PROJECTS 6 IN.
 SQ0455
 SQ0455                          STATION RECOVERY (1973)
 SQ0455
 SQ0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RJP)
 SQ0455'REVISED ROUTE DESCRIPTION.  TO REACH THE STATION FROM THE SPILWAY OF
 SQ0455'THE FT. PECK DAM (ABOUT 4 MILES EAST OF FT. PECK, MONT.) GO SOUTH ON
 SQ0455'STATE HWY. 24 FOR 7.8 MILES.  (0.25 MILES SOUTH OF MILE POST 44).
 SQ0455'TURN LEFT OFF HWY 3.25 MILES ON COUNTY ROAD.  TURN LEFT AND GO 1.7
 SQ0455'MILES ACROSS DAM TO ROAD ON TOP OF RIDGE AND GATE.  PASS THROUGH
 SQ0455'GATE AND CONTINUE 2 MILES NORTH AND EAST ALONG RIDGE TO A TOP.
 SQ0455'STATION IS ON TOP 10 YARDS SOUTH OF THE ROAD.  STATION MARK IS A
 SQ0455'STANDARD MISSOURI RIVER COMMISSION IRON CAP FASTENED ON TOP
 SQ0455'OF A 4 INCH PIPE THAT PROJECTS 4 INCHES.
 SQ0455'
 SQ0455'DIRECTION AND DISTANCE FRAZIER, 7 MILES SOUTH-WEST OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1018 ***********************************************************************
 RX1018  DESIGNATION -  BONITA BEACON
 RX1018  PID         -  RX1018
 RX1018  STATE/COUNTY-  MT/MISSOULA
 RX1018  USGS QUAD   -  RAVENNA (1989)
 RX1018
 RX1018                         *CURRENT SURVEY CONTROL
 RX1018  ___________________________________________________________________
 RX1018* NAD 83(1992)-  46 44 48.86603(N)    113 37 22.22341(W)     ADJUSTED  
 RX1018* NAVD 88     -      1785.4    (meters)    5858.     (feet)  VERTCON   
 RX1018  ___________________________________________________________________
 RX1018  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 RX1018  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 RX1018
 RX1018  HORZ ORDER  -  THIRD
 RX1018
 RX1018.The horizontal coordinates were established by classical geodetic methods
 RX1018.and adjusted by the National Geodetic Survey in July 1992..
 RX1018
 RX1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1018
 RX1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1018
 RX1018.The geoid height was determined by GEOID03.
 RX1018
 RX1018;                    North         East     Units Scale Factor Converg.
 RX1018;SPC MT       -   285,743.108   285,289.020   MT  0.99940333   -3 00 57.1
 RX1018;SPC MT       -   937,477.39    935,987.60   iFT  0.99940333   -3 00 57.1
 RX1018;UTM  12      - 5,180,380.340   299,661.622   MT  1.00009334   -1 54 39.4
 RX1018
 RX1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1018!SPC MT       -   0.99972242  x   0.99940333  =   0.99912592
 RX1018!UTM  12      -   0.99972242  x   1.00009334  =   0.99981573
 RX1018
 RX1018                          SUPERSEDED SURVEY CONTROL
 RX1018
 RX1018  NAD 83(1986)-  46 44 48.87456(N)    113 37 22.22401(W) AD(       ) 3
 RX1018  NGVD 29 (05/15/92) 1784.3    (m)         5854.     (f) VERT ANG       
 RX1018
 RX1018.Superseded values are not recommended for survey control.
 RX1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1018.See file dsdata.txt to determine how the superseded data were derived.
 RX1018
 RX1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS9966280380(NAD 83)
 RX1018_MARKER: 57 = LOOKOUT TOWER
 RX1018
 RX1018  HISTORY     - Date     Condition        Report By
 RX1018  HISTORY     - 1957     FIRST OBSERVED   USGS
 RX1018
 RX1018                          STATION DESCRIPTION
 RX1018
 RX1018'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RX1018'LOCATED IN SEC. 33, T 12 N, R 16 W.  ON TOP OF RIDGE ABOUT 1-1/2 MI.
 RX1018'NE. OF THE BONITA RANGER STATION.
 RX1018'
 RX1018'LOCATED 1-1/2 MI. NE. OF BONITA RANGER STATION, 7.0 MI. SE. OF CLINTON
 RX1018'ON HIGH PROMINENT TOP WHICH CAN BE SEEN FROM U.S. HIGHWAY 10 IN MOST
 RX1018'PLACES S. OF THE STATION MARK.
 RX1018'
 RX1018'TO REACH FROM THE BONITA RANGER STATION, GO W. ON OLD HIGHWAY 0.9 MI.
 RX1018'TO SITE OF OLD SAWMILL, TURN RIGHT THROUGH GATE AND CONTINUE AROUND TO
 RX1018'THE LEFT AND UP DRAIN 1.8 MI. TO RD. FORK, THENCE 1.2 MI. TO ANOTHER
 RX1018'RD. FORK, THEN CONTINUE UP RIDGE RD. 0.7 MI. TO STATION AT TOP OF
 RX1018'HILL.
 RX1018'
 RX1018'STATION MARK--CENTER OF TOWER WHICH WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1582 ***********************************************************************
 SS1582  DESIGNATION -  BOOT
 SS1582  PID         -  SS1582
 SS1582  STATE/COUNTY-  MT/TETON
 SS1582  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS1582
 SS1582                         *CURRENT SURVEY CONTROL
 SS1582  ___________________________________________________________________
 SS1582* NAD 83(1992)-  47 45 16.22044(N)    111 26 06.76190(W)     ADJUSTED  
 SS1582* NAVD 88     -      1210.40   (+/-2cm)    3971.1    (feet)  VERTCON   
 SS1582  ___________________________________________________________________
 SS1582  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 SS1582  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 SS1582
 SS1582  HORZ ORDER  -  THIRD
 SS1582  VERT ORDER  -  THIRD ? (See Below)
 SS1582
 SS1582.The horizontal coordinates were established by classical geodetic methods
 SS1582.and adjusted by the National Geodetic Survey in July 1992..
 SS1582
 SS1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1582.The vertical order pertains to the NGVD 29 superseded value.
 SS1582
 SS1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1582
 SS1582.The geoid height was determined by GEOID03.
 SS1582
 SS1582;                    North         East     Units Scale Factor Converg.
 SS1582;SPC MT       -   391,204.817   454,991.039   MT  0.99947655   -1 24 56.2
 SS1582;SPC MT       - 1,283,480.37  1,492,752.75   iFT  0.99947655   -1 24 56.2
 SS1582;UTM  12      - 5,289,106.844   467,381.476   MT  0.99961307   -0 19 19.8
 SS1582
 SS1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1582!SPC MT       -   0.99981257  x   0.99947655  =   0.99928922
 SS1582!UTM  12      -   0.99981257  x   0.99961307  =   0.99942571
 SS1582
 SS1582                          SUPERSEDED SURVEY CONTROL
 SS1582
 SS1582  NAD 83(1986)-  47 45 16.22238(N)    111 26 06.74659(W) AD(       ) 3
 SS1582  NGVD 29 (05/18/92) 1209.48   (m)         3968.1    (f) LEVELING    3  
 SS1582
 SS1582.Superseded values are not recommended for survey control.
 SS1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1582.See file dsdata.txt to determine how the superseded data were derived.
 SS1582
 SS1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6738189107(NAD 83)
 SS1582_MARKER: DS = TRIANGULATION STATION DISK
 SS1582_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SS1582_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SS1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1582
 SS1582  HISTORY     - Date     Condition        Report By
 SS1582  HISTORY     - 1947     MONUMENTED       USGS
 SS1582
 SS1582                          STATION DESCRIPTION
 SS1582
 SS1582'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1582'STATION IS LOCATED ABOUT 8 MI. AIRLINE NW. OF GREAT FALLS, MONTANA, ON
 SS1582'TOP OF KNOLL, 1300 FT. W. OF COUNTY RD., IN SEC. 14, T 23 N, R 2 E.
 SS1582'
 SS1582'TO REACH FROM GREAT FALLS, TAKE HIGHWAY OVER 15TH STREET BRIDGE ACROSS
 SS1582'MISSOURI RIVER AND PROCEED N. ALONG COUNTY RD. KNOWN AS BOOTLEGGERS
 SS1582'TRAIL FOR 14.6 MI.  TURN LEFT (W.) FOR 1 MI., TURN RIGHT (N.) 1 MI.,
 SS1582'TURN LEFT (W.) FOR 5 MI., AND RIGHT (N.) 1.2 MI.  TURN LEFT (W.) ON
 SS1582'TRAIL RD. TO TOP OF KNOLL.  STATION LIES ON HIGHEST POINT.
 SS1582'
 SS1582'STATION MARK--STANDARD BRONZE TABLET SET IN CONCRETE MONUMENT.
 SS1582'
 SS1582'REFERENCE MARK NO. 1--A 1-IN. IRON PIPE DRIVEN FIRMLY IN GROUND, 47.80
 SS1582'FT. DISTANCE N 18 DEGREES 03 MINUTES W.
 SS1582'
 SS1582'REFERENCE MARK NO. 2--A 1-IN. IRON PIPE DRIVEN FIRMLY IN GROUND, 79.54
 SS1582'FT. DISTANCE S 51 DEGREES 17 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0981 ***********************************************************************
 SU0981  DESIGNATION -  BORDER PEAK
 SU0981  PID         -  SU0981
 SU0981  STATE/COUNTY-  MT/SANDERS
 SU0981  USGS QUAD   -  MANTRAP FORK (1966)
 SU0981
 SU0981                         *CURRENT SURVEY CONTROL
 SU0981  ___________________________________________________________________
 SU0981* NAD 83(1992)-  47 54 05.66915(N)    115 09 13.57258(W)     ADJUSTED  
 SU0981* NAVD 88     -      1653.7    (meters)    5426.     (feet)  VERTCON   
 SU0981  ___________________________________________________________________
 SU0981  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 SU0981  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 SU0981
 SU0981  HORZ ORDER  -  FIRST
 SU0981
 SU0981.The horizontal coordinates were established by classical geodetic methods
 SU0981.and adjusted by the National Geodetic Survey in July 1992..
 SU0981
 SU0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU0981
 SU0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0981
 SU0981.The geoid height was determined by GEOID03.
 SU0981
 SU0981;                    North         East     Units Scale Factor Converg.
 SU0981;SPC MT       -   420,999.580   177,856.069   MT  0.99951324   -4 08 08.7
 SU0981;SPC MT       - 1,381,232.22    583,517.29   iFT  0.99951324   -4 08 08.7
 SU0981;UTM  11      - 5,307,010.523   637,979.814   MT  0.99983394   +1 22 12.4
 SU0981
 SU0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0981!SPC MT       -   0.99974334  x   0.99951324  =   0.99925670
 SU0981!UTM  11      -   0.99974334  x   0.99983394  =   0.99957732
 SU0981
 SU0981:                Primary Azimuth Mark                     Grid Az
 SU0981:SPC MT       -  BAR Z LOOKOUT TOWER                      062 01 56.3
 SU0981:UTM  11      -  BAR Z LOOKOUT TOWER                      056 31 35.2
 SU0981
 SU0981|---------------------------------------------------------------------|
 SU0981| PID    Reference Object                     Distance      Geod. Az  |
 SU0981|                                                           dddmmss.s |
 SU0981| SU0976 BAR Z LOOKOUT TOWER                 APPROX.19.9 KM 0575347.6 |
 SU0981| CH6499 BORDER PEAK AZ MK                                  1303450.2 |
 SU0981| SU0977 RICHARDS                            APPROX.10.2 KM 1375003.3 |
 SU0981| CH6500 BORDER PEAK RM 1                     30.214 METERS 14054     |
 SU0981| SU0982 BORDER PEAK LOOKOUT TOWER            30.381 METERS 14733     |
 SU0981| SU0987 PRISCILLA PEAK LOOKOUT HOUSE        APPROX.23.8 KM 1810741.8 |
 SU0981| SU0992 MOUNT HEADLEY LOOKOUT HOUSE         APPROX.19.8 KM 2043859.5 |
 SU0981| SU0979 TWO TREES POINT LOOKOUT HOUSE       APPROX. 8.4 KM 2304407.1 |
 SU0981| SU0998 ALLEN PEAK LOOKOUT HOUSE            APPROX.18.9 KM 2834203.0 |
 SU0981| TN0919 HORSE MOUNTAIN LOOKOUT TOWER        APPROX.36.0 KM 3172742.4 |
 SU0981| TN0915 KENELTY MOUNTAIN LOOKOUT HOUSE      APPROX.23.8 KM 3300612.2 |
 SU0981| CH6501 BORDER PEAK RM 2                      8.327 METERS 34619     |
 SU0981|---------------------------------------------------------------------|
 SU0981
 SU0981                          SUPERSEDED SURVEY CONTROL
 SU0981
 SU0981  NAD 83(1986)-  47 54 05.67576(N)    115 09 13.57070(W) AD(       ) 1
 SU0981  NAD 27      -  47 54 05.89223(N)    115 09 10.01676(W) AD(       ) 1
 SU0981  NGVD 29 (07/19/86) 1652.5    (m)         5422.     (f) VERT ANG       
 SU0981
 SU0981.Superseded values are not recommended for survey control.
 SU0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0981.See file dsdata.txt to determine how the superseded data were derived.
 SU0981
 SU0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP3798007011(NAD 83)
 SU0981_MARKER: DS = TRIANGULATION STATION DISK
 SU0981_SETTING: 66 = SET IN ROCK OUTCROP
 SU0981_SP_SET: SET IN A ROCK LEDGE
 SU0981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0981+STABILITY: POSITION/ELEVATION WELL
 SU0981
 SU0981  HISTORY     - Date     Condition        Report By
 SU0981  HISTORY     - 1940     MONUMENTED       CGS
 SU0981  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SU0981  HISTORY     - 1966     GOOD             USGS
 SU0981
 SU0981                          STATION DESCRIPTION
 SU0981
 SU0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0981'THE STATION IS ABOUT 34.0 MILES NNW OF PLAINS, ABOUT 5.5 MILES
 SU0981'W OF THE BEND RANGER STATION IN THE CABINET NATIONAL FOREST.
 SU0981'IT IS ABOUT 100 FEET NW OF THE HIGHEST PART OF THE MOUNTAIN.
 SU0981'
 SU0981'STATION MARK IS STAMPED BORDER PK. 1940, AND IS A STANDARD
 SU0981'BRONZE DISK SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS 101.2
 SU0981'FEET N OF THE CENTER OF THE BORDER PEAK LOOKOUT TOWER WHICH
 SU0981'IS ON THE HIGHEST POINT OF MOUNTAIN.
 SU0981'
 SU0981'AZIMUTH MARK, STAMPED BORDER PK. 1940, IS A STANDARD BRONZE
 SU0981'DISK SET IN BEDROCK FLUSH WITH THE GROUND ABOUT 100 YARDS
 SU0981'SSE OF THE BORDER PEAK LOOKOUT TOWER.
 SU0981'
 SU0981'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 SU0981'FLUSH WITH THE GROUND AT ABOUT THE SAME ELEVATION AS THE
 SU0981'STATION.  IT IS STAMPED BORDER PK. NO. 1, 1940.
 SU0981'
 SU0981'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 SU0981'FOUNDATION BLOCK FOR THE NE CORNER SUPPORT OF LOOKOUT TOWER,
 SU0981'AND IS ABOUT 4.0 FEET HIGHER THAN THE STATION.  IT IS STAMPED
 SU0981'BORDER PK. NO. 2, 1940.
 SU0981'
 SU0981'STATION IS REACHED FROM THE RAILROAD STATION IN PLAINS BY
 SU0981'GOING NW ON STATE HIGHWAY 3, 0.15 MILE TO WHERE GRAVEL ROAD
 SU0981'GOES N JUST E OF SCHOOLHOUSE.  TAKE GRAVEL ROAD (N) 6.9 MILES
 SU0981'TO A FORK.  TAKE LEFT FORK, MAIN ROAD, AND GO 1.1 MILES TO ANOTHER
 SU0981'FORK.  TAKE RIGHT FORK AND GO (N) 16.55 MILES TO BIG SPRING
 SU0981'CAMP ON THE RIGHT.  CONTINUE N ON THE MAIN ROAD 3.65 MILES TO
 SU0981'A BRIDGE JUST AFTER PASSING SEVERAL LOG CABINS.  CONTINUE (N)
 SU0981'11.35 MILES TO THE BEND RANGER STATION ON THE LEFT.  CONTINUE
 SU0981'(N) 1.0 MILE TO A SIDE ROAD (W) AND SIGN BOARD READING CLARK
 SU0981'FORK RIVER 36-1/2 MILES.  TURN LEFT AND FOLLOW MAIN ROAD 7.0
 SU0981'MILES TO A SIGN ON TREE ON THE RIGHT SIDE OF THE ROAD
 SU0981'READING BORDER PEAK.  PACK UP BORDER PEAK TRAIL 2.5 MILES TO
 SU0981'TOP OF PEAK AND STATION.
 SU0981
 SU0981                          STATION RECOVERY (1960)
 SU0981
 SU0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 SU0981'THE BORDER PEAK LOOKOUT TOWER HAS BEEN DESTROYED.  EXCEPT
 SU0981'FOR THE AFORE MENTIONED THE STATION WAS RECOVERED AS PREVIOUSLY
 SU0981'DESCRIBED.
 SU0981
 SU0981                          STATION RECOVERY (1966)
 SU0981
 SU0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0981'DESCRIPTION AND POSITION LISTED IN NGS QUAD 47115-1, STATION 1003.
 SU0981'
 SU0981'RECOVERED BY USGS IN 1966 BY HELICOPTER.
 SU0981'
 SU0981'STATION MARK--STANDARD USC AND GS DISK SET IN BEDROCK FLUSH WITH
 SU0981'GROUND, STAMPED---BORDER PK. 1940---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0982 ***********************************************************************
 SU0982  DESIGNATION -  BORDER PEAK LOOKOUT TOWER
 SU0982  PID         -  SU0982
 SU0982  STATE/COUNTY-  MT/SANDERS
 SU0982  USGS QUAD   -  MANTRAP FORK (1966)
 SU0982
 SU0982                         *CURRENT SURVEY CONTROL
 SU0982  ___________________________________________________________________
 SU0982* NAD 83(1992)-  47 54 04.83900(N)    115 09 12.78785(W)     ADJUSTED  
 SU0982* NAVD 88     -                                                        
 SU0982  ___________________________________________________________________
 SU0982  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 SU0982  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 SU0982
 SU0982  HORZ ORDER  -  THIRD
 SU0982
 SU0982.The horizontal coordinates were established by classical geodetic methods
 SU0982.and adjusted by the National Geodetic Survey in July 1992..
 SU0982
 SU0982
 SU0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0982
 SU0982.The geoid height was determined by GEOID03.
 SU0982
 SU0982;                    North         East     Units Scale Factor Converg.
 SU0982;SPC MT       -   420,972.845   177,870.469   MT  0.99951317   -4 08 08.1
 SU0982;SPC MT       - 1,381,144.50    583,564.53   iFT  0.99951317   -4 08 08.1
 SU0982;UTM  11      - 5,306,985.285   637,996.718   MT  0.99983400   +1 22 12.9
 SU0982
 SU0982                          SUPERSEDED SURVEY CONTROL
 SU0982
 SU0982  NAD 83(1986)-  47 54 04.84578(N)    115 09 12.78729(W) AD(       ) 4
 SU0982  NAD 27      -  47 54 05.04933(N)    115 09 09.22016(W) AD(       ) 3
 SU0982
 SU0982.Superseded values are not recommended for survey control.
 SU0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0982.See file dsdata.txt to determine how the superseded data were derived.
 SU0982
 SU0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP3799706985(NAD 83)
 SU0982
 SU0982  HISTORY     - Date     Condition        Report By
 SU0982  HISTORY     - 1940     MONUMENTED       CGS
 SU0982  HISTORY     - 1966     SEE DESCRIPTION  USGS
 SU0982
 SU0982                          STATION DESCRIPTION
 SU0982
 SU0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0982'BORDER PEAK FOREST SERVICE LOOKOUT TOWER IS ON THE HIGHEST
 SU0982'PART OF BORDER PEAK, A SMALL TIMBERED MOUNTAIN, 5.0 MILES
 SU0982'W OF THE BEND RANGER STATION IN THE CABINET NATIONAL FOREST.
 SU0982'THE CENTER OF THE LOOKOUT TOWER, 101.2 FEET SSE OF STATION
 SU0982'BORDER PEAK, WAS INTERSECTED.
 SU0982
 SU0982                          STATION RECOVERY (1966)
 SU0982
 SU0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (CFL)
 SU0982'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1468 ***********************************************************************
 SS1468  DESIGNATION -  BOSSELER RIDGE MICROWAVE INST
 SS1468  PID         -  SS1468
 SS1468  STATE/COUNTY-  MT/TETON
 SS1468  USGS QUAD   -  DUTTON (1987)
 SS1468
 SS1468                         *CURRENT SURVEY CONTROL
 SS1468  ___________________________________________________________________
 SS1468* NAD 83(1992)-  47 48 03.37252(N)    111 42 40.09021(W)     ADJUSTED  
 SS1468* NAVD 88     -                                                        
 SS1468  ___________________________________________________________________
 SS1468  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 SS1468  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 SS1468
 SS1468  HORZ ORDER  -  THIRD
 SS1468
 SS1468.The horizontal coordinates were established by classical geodetic methods
 SS1468.and adjusted by the National Geodetic Survey in July 1992..
 SS1468
 SS1468
 SS1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1468
 SS1468.The geoid height was determined by GEOID03.
 SS1468
 SS1468;                    North         East     Units Scale Factor Converg.
 SS1468;SPC MT       -   396,909.821   434,466.299   MT  0.99948741   -1 37 02.8
 SS1468;SPC MT       - 1,302,197.58  1,425,414.37   iFT  0.99948741   -1 37 02.8
 SS1468;UTM  12      - 5,294,420.385   446,748.820   MT  0.99963484   -0 31 36.6
 SS1468
 SS1468                          SUPERSEDED SURVEY CONTROL
 SS1468
 SS1468  NAD 83(1986)-  47 48 03.37671(N)    111 42 40.06904(W) AD(       ) 4
 SS1468  NAD 27      -  47 48 03.52000(N)    111 42 37.10600(W) AD(       ) 3
 SS1468
 SS1468.Superseded values are not recommended for survey control.
 SS1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1468.See file dsdata.txt to determine how the superseded data were derived.
 SS1468
 SS1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT4674994420(NAD 83)
 SS1468
 SS1468  HISTORY     - Date     Condition        Report By
 SS1468  HISTORY     - 1961     FIRST OBSERVED   CGS
 SS1468
 SS1468                          STATION DESCRIPTION
 SS1468
 SS1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1468'THE STATION IS THE TOP-CENTER OF THE HIGHEST FAN.  THERE ARE
 SS1468'TWO FANS RESTING ATOP A SMALL BUILDING.  THE BUILDING IS 8
 SS1468'FEET HIGH, AN OVER-ALL HEIGHT OF 16 FEET TO THE TOP OF THE FAN.
 SS1468'IT IS ABOUT 6 MILES NORTH OF POWER AND 3-1/2 MILES SOUTH OF
 SS1468'DUTTON.  IT IS NEAR THE EAST END OF BOSSELER RIDGE AND 0.15
 SS1468'MILE WEST-NORTHWEST OF TRIANGULATION STATION TETON 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0734 ***********************************************************************
 TJ0734  DESIGNATION -  BOSTICK
 TJ0734  PID         -  TJ0734
 TJ0734  STATE/COUNTY-  MT/VALLEY
 TJ0734  USGS QUAD   -  BROCKWAY SPRING (1973)
 TJ0734
 TJ0734                         *CURRENT SURVEY CONTROL
 TJ0734  ___________________________________________________________________
 TJ0734* NAD 83(1992)-  48 58 02.25342(N)    106 03 20.42136(W)     ADJUSTED  
 TJ0734* NAVD 88     -       929.     (meters)    3048.     (feet)  SCALED    
 TJ0734  ___________________________________________________________________
 TJ0734  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TJ0734  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TJ0734
 TJ0734  HORZ ORDER  -  THIRD
 TJ0734
 TJ0734.The horizontal coordinates were established by classical geodetic methods
 TJ0734.and adjusted by the National Geodetic Survey in July 1992..
 TJ0734
 TJ0734.The orthometric height was scaled from a topographic map.
 TJ0734
 TJ0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0734
 TJ0734.The geoid height was determined by GEOID03.
 TJ0734
 TJ0734;                    North         East     Units Scale Factor Converg.
 TJ0734;SPC MT       -   529,774.211   852,106.292   MT  0.99998004   +2 31 10.3
 TJ0734;SPC MT       - 1,738,104.37  2,795,624.32   iFT  0.99998004   +2 31 10.3
 TJ0734;UTM  13      - 5,424,356.829   422,735.492   MT  0.99967334   -0 47 46.9
 TJ0734
 TJ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0734!SPC MT       -   0.99985711  x   0.99998004  =   0.99983715
 TJ0734!UTM  13      -   0.99985711  x   0.99967334  =   0.99953049
 TJ0734
 TJ0734:                Primary Azimuth Mark                     Grid Az
 TJ0734:SPC MT       -  NOON                                     290 34 05.0
 TJ0734:UTM  13      -  NOON                                     293 53 02.2
 TJ0734
 TJ0734|---------------------------------------------------------------------|
 TJ0734| PID    Reference Object                     Distance      Geod. Az  |
 TJ0734|                                                           dddmmss.s |
 TJ0734| TJ0787 NOON                                APPROX. 5.0 KM 2930515.3 |
 TJ0734|---------------------------------------------------------------------|
 TJ0734
 TJ0734                          SUPERSEDED SURVEY CONTROL
 TJ0734
 TJ0734  NAD 83(1986)-  48 58 02.25371(N)    106 03 20.42103(W) AD(       ) 3
 TJ0734
 TJ0734.Superseded values are not recommended for survey control.
 TJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0734.See file dsdata.txt to determine how the superseded data were derived.
 TJ0734
 TJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ2273524357(NAD 83)
 TJ0734_MARKER: DD = SURVEY DISK
 TJ0734_SETTING: 0 = UNSPECIFIED SETTING
 TJ0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0734
 TJ0734  HISTORY     - Date     Condition        Report By
 TJ0734  HISTORY     - 1910     MONUMENTED       IBC
 TJ0734
 TJ0734                          STATION DESCRIPTION
 TJ0734
 TJ0734'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0734'ABOUT 2-1/4 MILES SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 519,
 TJ0734'ON THE NORTH EDGE OF THE TABLELAND FORMING THE SOUTH OF COAL CREEK
 TJ0734'VALLEY.
 TJ0734'
 TJ0734'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TJ0734'CONCRETE PIER NEARLY FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0487 ***********************************************************************
 RW0487  DESIGNATION -  BOULDER
 RW0487  PID         -  RW0487
 RW0487  STATE/COUNTY-  MT/JEFFERSON
 RW0487  USGS QUAD   -  ELKHORN (1985)
 RW0487
 RW0487                         *CURRENT SURVEY CONTROL
 RW0487  ___________________________________________________________________
 RW0487* NAD 83(1992)-  46 17 38.48405(N)    111 54 13.08383(W)     ADJUSTED  
 RW0487* NAVD 88     -      2876.3    (meters)    9437.     (feet)  VERTCON   
 RW0487  ___________________________________________________________________
 RW0487  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 RW0487  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 RW0487
 RW0487  HORZ ORDER  -  FIRST
 RW0487
 RW0487.The horizontal coordinates were established by classical geodetic methods
 RW0487.and adjusted by the National Geodetic Survey in July 1992..
 RW0487
 RW0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0487
 RW0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0487
 RW0487.The geoid height was determined by GEOID03.
 RW0487
 RW0487;                    North         East     Units Scale Factor Converg.
 RW0487;SPC MT       -   229,983.857   414,922.330   MT  0.99947065   -1 45 29.8
 RW0487;SPC MT       -   754,540.21  1,361,293.73   iFT  0.99947065   -1 45 29.8
 RW0487;UTM  12      - 5,127,113.113   430,401.168   MT  0.99965954   -0 39 11.7
 RW0487
 RW0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0487!SPC MT       -   0.99955120  x   0.99947065  =   0.99902209
 RW0487!UTM  12      -   0.99955120  x   0.99965954  =   0.99921089
 RW0487
 RW0487|---------------------------------------------------------------------|
 RW0487| PID    Reference Object                     Distance      Geod. Az  |
 RW0487|                                                           dddmmss.s |
 RW0487| CN4031 BOULDER RM 1                         13.212 METERS 00116     |
 RW0487| CN4032 BOULDER RM 2                          9.848 METERS 10221     |
 RW0487| RX0891 RED                                 APPROX.30.8 KM 3070809.8 |
 RW0487| CN4033 BOULDER RM 3                         34.120 METERS 31719     |
 RW0487|---------------------------------------------------------------------|
 RW0487
 RW0487                          SUPERSEDED SURVEY CONTROL
 RW0487
 RW0487  NAD 83(1986)-  46 17 38.48156(N)    111 54 13.07573(W) AD(       ) 1
 RW0487  NAD 27      -  46 17 38.74200(N)    111 54 10.11900(W) AD(       ) 1
 RW0487  NGVD 29 (07/19/86) 2874.9    (m)         9432.     (f) VERT ANG       
 RW0487
 RW0487.Superseded values are not recommended for survey control.
 RW0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0487.See file dsdata.txt to determine how the superseded data were derived.
 RW0487
 RW0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS3040127113(NAD 83)
 RW0487_MARKER: DS = TRIANGULATION STATION DISK
 RW0487_SETTING: 80 = SET IN A BOULDER
 RW0487_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RW0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0487+STABILITY: SURFACE MOTION
 RW0487
 RW0487  HISTORY     - Date     Condition        Report By
 RW0487  HISTORY     - 1923     MONUMENTED       CGS
 RW0487  HISTORY     - 1934     GOOD             CGS
 RW0487  HISTORY     - 1952     GOOD             USGS
 RW0487
 RW0487                          STATION DESCRIPTION
 RW0487
 RW0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (WM)
 RW0487'STATION IS ABOUT 14 MILES AIR LINE NE FROM BOULDER, 4 MILES
 RW0487'NE FROM ELKHORN, ON THE SUMMIT OF CROW PEAK.  THIS IS THE
 RW0487'SOUTHERLY OF TWO PEAKS OF PRACTICALLY THE SAME ELEVATION,
 RW0487'AND THE HIGHEST IN THE VICINITY.
 RW0487'
 RW0487'STATION IS A STANDARD BRONZE DISK SET IN DRILL HOLE IN LARGE
 RW0487'FIRM BOULDER.
 RW0487'
 RW0487'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN LARGE
 RW0487'LOOSE ROCK TO NE AND 8 FEET BELOW STATION.  THE ROCK WEIGHS
 RW0487'ABOUT 200 POUNDS AND CAN BE EASILY ROLLED OVER.  LITTLE VALUE
 RW0487'AS REFERENCE MARK.
 RW0487'
 RW0487'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN DRILL
 RW0487'HOLE IN LARGE ROCK TO SE AND 10 FEET BELOW THE STATION.
 RW0487'
 RW0487'STATION IS REACHED FROM ELKHORN POST OFFICE BY FOLLOWING UP
 RW0487'ELKHORN CREEK BY MAIN TRAIL TO SOME OLD MINE WORKINGS NEAR
 RW0487'THE SADDLE BETWEEN THE TWO HIGH PEAKS, THENCE SE, KEEPING
 RW0487'BELOW THE LOOSE BOULDERS WHICH COMPOSE THE RIDGE TO FOOT OF
 RW0487'PEAK PROPER, THENCE OVER BOULDERS TO SUMMIT.  STATION IS ABOUT
 RW0487'15 FEET E OF A GEOLOGICAL SURVEY CAIRN, AND 2 FEET IN ELEVATION
 RW0487'BELOW ITS BASE.
 RW0487
 RW0487                          STATION RECOVERY (1934)
 RW0487
 RW0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RW0487'STATION FOUND AS DESCRIBED EXCEPT FOR THE U.S.G.S. CAIRN WHICH
 RW0487'HAS BEEN TORN DOWN.  THE TOWN OF ELKHORN IS ALMOST DESERTED.
 RW0487'REFERENCE MARK NO. 3 WAS ESTABLISHED.
 RW0487'
 RW0487'STATION IS REACHED FROM BOULDER BY GOING S FROM THE WINDSON
 RW0487'HOTEL ON THE STATE INSTITUTE ROAD, 1.0 MILE.  TAKE LEFT ROAD,
 RW0487'GO 0.8 MILE.  TURN LEFT AND GO 1.6 MILES.  TURN RIGHT AND GO
 RW0487'5.5 MILES.  KEEPING ON THE LEFT SIDE OF THE RIVER, TAKE LEFT
 RW0487'ROAD AND GO 0.8 MILE.  TURN LEFT, SIGN READING ELKHORN, GO
 RW0487'8.9 MILES GOING THROUGH THE TOWN OF ELKHORN, TAKE LEFT-HAND
 RW0487'ROAD HERE, PASSING AN OLD MILL AND GO 0.8 MILE TO AN OLD ROAD
 RW0487'LEADING TO THE RIGHT AND END OF TRUCK TRAVEL.  THERE IS WATER
 RW0487'HERE AND A GOOD PLACE TO CAMP.  FROM HERE FOLLOW THE OLD ROAD
 RW0487'TO THE RIGHT TO THE TOP OF A SMALL RIDGE, TURN LEFT AND
 RW0487'FOLLOW IT TO THE END.  FROM HERE BLAZES LEAD ACROSS A SMALL
 RW0487'GULLY TO A TRAIL ALONG ELKHORN CREEK.  FOLLOW THIS TRAIL
 RW0487'UP CANYON, PASSING ONE DESERTED CABIN AND ONE OCCUPIED
 RW0487'CABIN.  AT THE FOOT OF THE SADDLE CONTINUE UP TRAIL TO
 RW0487'THE SADDLE, THEN FOLLOW THE BLAZES TO THE RIGHT TO AN OPEN
 RW0487'MEADOW.  FOLLOW ALONG THE TREE LINE TO A SMALL VALLEY,
 RW0487'FOLLOW UP THIS TO THE SADDLE.  STATION IS ON THE RIGHT
 RW0487'PEAK TO THE S, ON THE SE PART OF THE PEAK.  A 3-HOUR PACK.
 RW0487
 RW0487                          STATION RECOVERY (1952)
 RW0487
 RW0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RW0487'RECOVERED AND REDESCRIBED AS FOLLOWS
 RW0487'
 RW0487'STATION IS LOCATED APPROXIMATELY 11 MI. (AIRLINE) N. AND E. OF
 RW0487'BOULDER, MONTANA, ON THE SUMMIT OF CROW PEAK, THE MOST SOUTHERLY OF
 RW0487'TWO PEAKS OF PRACTICALLY THE SAME ELEVATION AND THE HIGHEST IN THE
 RW0487'VICINITY.  SEC. 7, T 6 N, R 2 W.
 RW0487'
 RW0487'TO REACH STATION FROM BOULDER, GO S. ALONG RD. W. SIDE OF BOULDER
 RW0487'RIVER AND RD. TO CARDWELL 6.3 MI. TO --ELKHORN-- SIGN AND RD. TO LEFT.
 RW0487'TURN LEFT (NE.) AND RECROSS BOULDER RIVER 0.15 MI., AND PROCEED TO RD.
 RW0487'JUNCTION 0.15 MI.  TURN RIGHT (SE.) ON RD. TO ELKHORN, 2.8 MI. TO RD.
 RW0487'FORK, TAKE LEFT FORK N. 6.4 MI. TO --QUEEN SIDING-- AND RD. FORK.
 RW0487'CONTINUE ON STRAIGHT N. TO ALMOST DESERTED TOWN OF ELKHORN AND RD.
 RW0487'FORK S. END OF TOWN AT OLD WOODEN GARAGE 1.75 MI., TAKE RIGHT (E.)
 RW0487'RD. IN BACK OF HOUSE 0.05 MI. TO RD. FORK, TAKE RIGHT FORK E. 0.2
 RW0487'MI. TO CROSSROADS, CONTINUE STRAIGHT E. 0.1 MI. TO RD. FORK, TAKE
 RW0487'LEFT FORK E. 1.4 MI. TO RD. FORK AT --LESLIE LAKE-RADERSBURG PASS--
 RW0487'SIGN, TURN LEFT (N.) AND CONTINUE 0.8 MI. PASSING A FEW STREAM
 RW0487'CROSSINGS TO RD. FORK, TAKE RIGHT FORK 1.3 MI. TO OLD CABIN ON RIGHT
 RW0487'SIDE AND THEN 1.9 MI. FURTHER TO NEAR END OF RD. AND ROCKY HOLLOW S.
 RW0487'OF CROW PEAK AND STATION, 45 MINUTE PACK NORTHWARD AND W. UP ALONG
 RW0487'RIDGE TO ROCKY TOP AND STATION.
 RW0487'
 RW0487'STATION MARK--STANDARD BRONZE DISK, SET IN A DRILL HOLE IN LARGE
 RW0487'BOULDER, STAMPED ---BOULDER 1922 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0694 ***********************************************************************
 QX0694  DESIGNATION -  BOULDER
 QX0694  PID         -  QX0694
 QX0694  STATE/COUNTY-  MT/PARK
 QX0694  USGS QUAD   -  THE PYRAMID (1987)
 QX0694
 QX0694                         *CURRENT SURVEY CONTROL
 QX0694  ___________________________________________________________________
 QX0694* NAD 83(1992)-  45 20 38.42308(N)    110 29 16.95418(W)     ADJUSTED  
 QX0694* NAVD 88     -      2879.0    (meters)    9446.     (feet)  VERTCON   
 QX0694  ___________________________________________________________________
 QX0694  LAPLACE CORR-          13.86  (seconds)                    DEFLEC99
 QX0694  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 QX0694
 QX0694  HORZ ORDER  -  THIRD
 QX0694
 QX0694.The horizontal coordinates were established by classical geodetic methods
 QX0694.and adjusted by the National Geodetic Survey in July 1992..
 QX0694
 QX0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0694
 QX0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0694
 QX0694.The geoid height was determined by GEOID03.
 QX0694
 QX0694;                    North         East     Units Scale Factor Converg.
 QX0694;SPC MT       -   122,080.168   522,580.224   MT  0.99981093   -0 43 21.9
 QX0694;SPC MT       -   400,525.49  1,714,502.05   iFT  0.99981093   -0 43 21.9
 QX0694;UTM  12      - 5,021,293.774   540,107.870   MT  0.99961978   +0 21 51.0
 QX0694
 QX0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0694!SPC MT       -   0.99955019  x   0.99981093  =   0.99936120
 QX0694!UTM  12      -   0.99955019  x   0.99961978  =   0.99917014
 QX0694
 QX0694:                Primary Azimuth Mark                     Grid Az
 QX0694:SPC MT       -  JOMAHA                                   164 35 02.7
 QX0694:UTM  12      -  JOMAHA                                   163 29 49.8
 QX0694
 QX0694|---------------------------------------------------------------------|
 QX0694| PID    Reference Object                     Distance      Geod. Az  |
 QX0694|                                                           dddmmss.s |
 QX0694| QX0693 JOMAHA                              APPROX. 5.0 KM 1635140.8 |
 QX0694|---------------------------------------------------------------------|
 QX0694
 QX0694                          SUPERSEDED SURVEY CONTROL
 QX0694
 QX0694  NAD 83(1986)-  45 20 38.41440(N)    110 29 16.94612(W) AD(       ) 3
 QX0694  NAD 27      -  45 20 38.63399(N)    110 29 14.21539(W) AD(       ) 3
 QX0694  NGVD 29 (07/19/86) 2877.6    (m)         9441.     (f) VERT ANG       
 QX0694
 QX0694.Superseded values are not recommended for survey control.
 QX0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0694.See file dsdata.txt to determine how the superseded data were derived.
 QX0694
 QX0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4010821294(NAD 83)
 QX0694_MARKER: DD = SURVEY DISK
 QX0694_SETTING: 66 = SET IN ROCK OUTCROP
 QX0694_SP_SET: SET IN ROCK OUTCROP
 QX0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0694+STABILITY: POSITION/ELEVATION WELL
 QX0694
 QX0694  HISTORY     - Date     Condition        Report By
 QX0694  HISTORY     - 1951     MONUMENTED       USGS
 QX0694
 QX0694                          STATION DESCRIPTION
 QX0694
 QX0694'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0694'STATION IS LOCATED APPROXIMATELY 9 MI. (AIRLINE) E. AND 21 MI.
 QX0694'(AIRLINE) N. OF GARDINER, MONTANA, ABOUT 0.25 MI. S. OF THE BOULDER
 QX0694'MOUNTAIN DIVIDE BETWEEN ELBOW CREEK AND EAST FORK MILL CREEK, ON A
 QX0694'PROMINENT ROCKY TOP IN SECTION 33, R 10 E, T 5 S.
 QX0694'
 QX0694'TO REACH STATION FROM THE YELLOWSTONE RIVER BRIDGE IN GARDINER,
 QX0694'MONTANA, GO N. ON U.S. HIGHWAY 89 FOR 36.0 MI. TO CROSSROADS AT PRAY,
 QX0694'MONTANA, TURN RIGHT (SE.) ON GRAVEL RD. FOR 9.0 MI. TO EAST FORK-MILL
 QX0694'CREEK ROAD FORKS, THENCE LEFT (EASTERLY) FOR 4.0 MI. TO SNOWY-RANGE
 QX0694'RANCH AND END OF TRUCK TRAVEL.  PROCEED WITH HORSES (EASTERLY) ON
 QX0694'MAIN FOREST SERVICE TRAIL FOR 1.5 MI. TO ELBOW LAKE TRAIL JUNCTION,
 QX0694'TURN LEFT (NORTHERLY) ON ELBOW LAKE TRAIL FOR ABOUT 3.0 MI. TO
 QX0694'JUNCTION WITH CATTLE DRIVE TRAIL, THENCE E. ACROSS COUNTRY TO TOP
 QX0694'OF FIRST TIMBERED RIDGE, FOLLOW RIDGE NE. TO HIGHEST BARE ROCKY TOP,
 QX0694'THENCE S. ON SPUR RIDGE FOR 0.25 MI. TO FIRST PROMINENT ROCKY TOP.
 QX0694'STATION IS LOCATED 50.0 FT. W. OF HIGHEST POINT OF TOP.
 QX0694'
 QX0694'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, AND STAMPED
 QX0694'---F-BOULDER, 1951---.
 QX0694'
 QX0694'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0622 ***********************************************************************
 TH0622  DESIGNATION -  BOULDER
 TH0622  PID         -  TH0622
 TH0622  STATE/COUNTY-  MT/RICHLAND
 TH0622  USGS QUAD   -  DUGOUT CREEK (1989)
 TH0622
 TH0622                         *CURRENT SURVEY CONTROL
 TH0622  ___________________________________________________________________
 TH0622* NAD 83(1992)-  48 04 38.71103(N)    104 31 49.40296(W)     ADJUSTED  
 TH0622* NAVD 88     -       701.7    (meters)    2302.     (feet)  VERTCON   
 TH0622  ___________________________________________________________________
 TH0622  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 TH0622  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 TH0622
 TH0622  HORZ ORDER  -  FIRST
 TH0622
 TH0622.The horizontal coordinates were established by classical geodetic methods
 TH0622.and adjusted by the National Geodetic Survey in July 1992..
 TH0622
 TH0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0622
 TH0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0622
 TH0622.The geoid height was determined by GEOID03.
 TH0622
 TH0622;                    North         East     Units Scale Factor Converg.
 TH0622;SPC MT       -   437,038.887   969,894.661   MT  0.99956587   +3 38 07.0
 TH0622;SPC MT       - 1,433,854.62  3,182,069.10   iFT  0.99956587   +3 38 07.0
 TH0622;UTM  13      - 5,325,011.821   534,978.330   MT  0.99961503   +0 20 57.9
 TH0622
 TH0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0622!SPC MT       -   0.99989280  x   0.99956587  =   0.99945872
 TH0622!UTM  13      -   0.99989280  x   0.99961503  =   0.99950787
 TH0622
 TH0622:                Primary Azimuth Mark                     Grid Az
 TH0622:SPC MT       -  CULBERTSON GRAMMAR SCH CUPOLA            002 00 19.9
 TH0622:UTM  13      -  CULBERTSON GRAMMAR SCH CUPOLA            005 17 29.0
 TH0622
 TH0622|---------------------------------------------------------------------|
 TH0622| PID    Reference Object                     Distance      Geod. Az  |
 TH0622|                                                           dddmmss.s |
 TH0622| TH0611 CULBERTSON GRAMMAR SCH CUPOLA       APPROX. 7.8 KM 0053826.9 |
 TH0622| CQ7120 BOULDER RM 1                         16.331 METERS 05932     |
 TH0622| CQ7119 BOULDER AZ MK                                      1005313.9 |
 TH0622| CQ7121 BOULDER RM 2                         16.822 METERS 14150     |
 TH0622|---------------------------------------------------------------------|
 TH0622
 TH0622                          SUPERSEDED SURVEY CONTROL
 TH0622
 TH0622  NAD 83(1986)-  48 04 38.70911(N)    104 31 49.39817(W) AD(       ) 1
 TH0622  NAD 27      -  48 04 38.63827(N)    104 31 47.55562(W) AD(       ) 1
 TH0622  NGVD 29 (07/19/86)  701.2    (m)         2301.     (f) VERT ANG       
 TH0622
 TH0622.Superseded values are not recommended for survey control.
 TH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0622.See file dsdata.txt to determine how the superseded data were derived.
 TH0622
 TH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3497825012(NAD 83)
 TH0622_MARKER: P = PIPE CAP
 TH0622_SETTING: 0 = UNSPECIFIED SETTING
 TH0622
 TH0622  HISTORY     - Date     Condition        Report By
 TH0622  HISTORY     - 1948     MONUMENTED       CGS
 TH0622  HISTORY     - 1968     GOOD             USGS
 TH0622
 TH0622                          STATION DESCRIPTION
 TH0622
 TH0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0622'THE STATION IS 5-1/2 MILES SOUTH AND 1/2 MILE WEST OF CULBERTSON,
 TH0622'3-1/2 MILES WEST OF STATE HIGHWAY 16, IN THE S.E. 1/4 OF SEC. 19,
 TH0622'T. 27 N., R. 56 E., NEAR THE WEST END OF THE HIGHEST RIDGE IN THE
 TH0622'IMMEDIATE VICINITY.  IT IS 40 FEET EAST OF A LARGE GREY BOULDER
 TH0622'AND 10 FEET NORTH OF A WITNESS POST.  THE SURFACE MARK IS A
 TH0622'STANDARD MISSOURI RIVER COMMISSION IRON CAP FASTENED TO THE TOP
 TH0622'OF A 4-INCH IRON PIPE.  THE UNDERGROUND MARK IS A DRILL HOLE IN A
 TH0622'8-BY 6-INCH CONCRETE BLOCK.
 TH0622'
 TH0622'REFERENCE MARK NO. 1 IS 53.58 FEET NORTHEAST OF THE STATION.  THE
 TH0622'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BOULDER MORC NO 1
 TH0622'1948.
 TH0622'
 TH0622'REFERENCE MARK NO. 2 IS 55.19 FEET SOUTHEAST OF THE STATION.  THE
 TH0622'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BOULDER MORC NO 2
 TH0622'1948.
 TH0622'
 TH0622'THE AZIMUTH MARK IS 0.5 MILE EAST-SOUTHEAST OF THE STATION.  IT IS
 TH0622'25 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD
 TH0622'AND 13 FEET SOUTH OF A WITNESS POST.
 TH0622'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BOULDER MORC
 TH0622'1948.
 TH0622'
 TH0622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TH0622'HIGHWAY 16 IN CULBERTSON, GO SOUTHEAST ON HIGHWAY 16 FOR 5.1 MILES
 TH0622'TO A TRACK ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO A GATE, PASS
 TH0622'THROUGH THE GATE AND FOLLOW THE TRACK ROAD 0.05 MILE TO ANOTHER
 TH0622'GATE, PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD 0.25
 TH0622'MILE TO A WIRE GATE, PASS THROUGH AND GO 1.05 MILE TO ANOTHER GATE,
 TH0622'PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD 0.25 MILE TO
 TH0622'A SMALL DRAW, CROSS THE DRAW, TURN SHARP RIGHT AND GO NORTHWESTERLY
 TH0622'ON A DIM ROAD FOR 0.2 MILE TO A GATE, PASS THROUGH THE GATE,
 TH0622'TURN LEFT AND GO SOUTH ALONG THE WEST SIDE OF A FENCE 0.1 MILE TO
 TH0622'FENCE INTERSECTIONS AND A GATE, PASS THROUGH THE GATE,
 TH0622'TURN RIGHT AND GO WEST 0.1 MILE TO THE SOUTH END OF A RESERVOIR
 TH0622'AND THE BOTTOM OF A DRAW CONTINUE SOUTH UP THE DRAW FOR 0.1 MILE
 TH0622'TO THE TOP OF THE DRAW, TURN RIGHT AND GO WEST 1.10 MILES TO THE
 TH0622'AZIMUTH MARK, CONTINUE WESTERLY FOR 0.5 MILE TO THE HIGHEST
 TH0622'POINT AND THE STATION AS DESCRIBED.
 TH0622'
 TH0622'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TH0622
 TH0622                          STATION RECOVERY (1968)
 TH0622
 TH0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TH0622'ALL MARKS FOUND IN GOOD CONDITION.
 TH0622'
 TH0622'FROM JUNCTION OF US HWY 2 AND STATE ROUTE 16 IN N PART OF CULBERTSON,
 TH0622'PROCEED S ON RT 16 FOR 9.9 MILES TO ROAD W, TURN RIGHT W, 0.4 MILE
 TH0622'TO A T-ROAD S, CONTINUE W 0.4 MILE TO A HOUSE AND FARM BUILDINGS,
 TH0622'PASS THRU BUILDINGS AND TURN RIGHT, N, FOR 1.0 MILE TO A GATE, GO
 TH0622'THRU GATE AND GO 0.04 MILE TO A ROAD FORK, TAKE LEFT FORK 0.7
 TH0622'MILE TO A ROAD FORK, TAKE LEFT FORK AND GO 0.6 MILE TO A WM AND
 TH0622'BUILDINGS, GO INTO CORRAL AND BEAR RIGHT ON ROAD UP DRAIN 0.6 MILE
 TH0622'TO A GATE, GO THRU GATE AND GO 0.6 MILE TO A ROAD FORK AT WM,
 TH0622'TAKE RIGHT FORK UP RIDGE 0.6 MILE TO A ROAD FORK, TAKE LEFT FORK
 TH0622'0.2 MILE TO ANOTHER PRONG OF ROAD FORK, THEN CONTINUE STRAIGHT
 TH0622'ALONG ROAD ON TOP OF RIDGE 0.8 MILE.  FROM THIS POINT STATION IS
 TH0622'APPROX. 300 FEET N OF ROAD AND ON HIGH POINT AT N TIP OF RIDGE.
 TH0622'
 TH0622'AIRPLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MI. S AND 0.5
 TH0622'MI. W OF CULBERTSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0897 ***********************************************************************
 RX0897  DESIGNATION -  BOULDER STATE TRAINING SCH TANK
 RX0897  PID         -  RX0897
 RX0897  STATE/COUNTY-  MT/JEFFERSON
 RX0897  USGS QUAD   -  BOULDER EAST (1996)
 RX0897
 RX0897                         *CURRENT SURVEY CONTROL
 RX0897  ___________________________________________________________________
 RX0897* NAD 83(1992)-  46 13 52.33693(N)    112 06 50.38327(W)     ADJUSTED  
 RX0897* NAVD 88     -      1491.     (meters)    4892.     (feet)  VERTCON   
 RX0897  ___________________________________________________________________
 RX0897  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 RX0897  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 RX0897
 RX0897  HORZ ORDER  -  THIRD
 RX0897
 RX0897.The horizontal coordinates were established by classical geodetic methods
 RX0897.and adjusted by the National Geodetic Survey in July 1992..
 RX0897
 RX0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0897
 RX0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0897
 RX0897.The geoid height was determined by GEOID03.
 RX0897
 RX0897;                    North         East     Units Scale Factor Converg.
 RX0897;SPC MT       -   223,527.502   398,497.629   MT  0.99948485   -1 54 43.7
 RX0897;SPC MT       -   733,357.95  1,307,406.92   iFT  0.99948485   -1 54 43.7
 RX0897;UTM  12      - 5,120,339.509   414,100.973   MT  0.99969070   -0 48 16.2
 RX0897
 RX0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0897!SPC MT       -   0.99976823  x   0.99948485  =   0.99925320
 RX0897!UTM  12      -   0.99976823  x   0.99969070  =   0.99945900
 RX0897
 RX0897                          SUPERSEDED SURVEY CONTROL
 RX0897
 RX0897  NAD 83(1986)-  46 13 52.33544(N)    112 06 50.37578(W) AD(       ) 4
 RX0897  NAD 27      -  46 13 52.59192(N)    112 06 47.42210(W) AD(       ) 3
 RX0897  NGVD 29 (07/19/86) 1490.     (m)         4888.     (f) VERT ANG       
 RX0897
 RX0897.Superseded values are not recommended for survey control.
 RX0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0897.See file dsdata.txt to determine how the superseded data were derived.
 RX0897
 RX0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1410120340(NAD 83)
 RX0897_MARKER: 51 = TANK
 RX0897
 RX0897  HISTORY     - Date     Condition        Report By
 RX0897  HISTORY     - 1952     FIRST OBSERVED   USGS
 RX0897
 RX0897                          STATION DESCRIPTION
 RX0897
 RX0897'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RX0897'WATER TANK ON PROPERTY OF MONTANA STATE TRAINING SCHOOL, BOULDER,
 RX0897'JEFFERSON COUNTY, MONTANA.
 RX0897'
 RX0897'STATION MARK--INTERSECTED CENTER OF BALL ON TOP OF WATER TANK.
 RX0897'
 RX0897'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0861 ***********************************************************************
 TM0861  DESIGNATION -  BOUNDARY EAST BASE
 TM0861  PID         -  TM0861
 TM0861  STATE/COUNTY-  MT/GLACIER
 TM0861  USGS QUAD   -  DEL BONITA (1968)
 TM0861
 TM0861                         *CURRENT SURVEY CONTROL
 TM0861  ___________________________________________________________________
 TM0861* NAD 83(1992)-  48 59 54.96720(N)    112 45 20.13276(W)     ADJUSTED  
 TM0861* NAVD 88     -      1325.9    (meters)    4350.     (feet)  VERTCON   
 TM0861  ___________________________________________________________________
 TM0861  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 TM0861  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 TM0861
 TM0861  HORZ ORDER  -  FIRST
 TM0861
 TM0861.The horizontal coordinates were established by classical geodetic methods
 TM0861.and adjusted by the National Geodetic Survey in July 1992..
 TM0861
 TM0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0861
 TM0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0861
 TM0861.The geoid height was determined by GEOID03.
 TM0861
 TM0861;                    North         East     Units Scale Factor Converg.
 TM0861;SPC MT       -   532,662.221   361,844.589   MT  0.99999914   -2 22 53.3
 TM0861;SPC MT       - 1,747,579.47  1,187,154.16   iFT  0.99999914   -2 22 53.3
 TM0861;UTM  12      - 5,428,785.287   371,590.717   MT  0.99980256   -1 19 30.4
 TM0861
 TM0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0861!SPC MT       -   0.99979459  x   0.99999914  =   0.99979373
 TM0861!UTM  12      -   0.99979459  x   0.99980256  =   0.99959719
 TM0861
 TM0861:                Primary Azimuth Mark                     Grid Az
 TM0861:SPC MT       -  BENCH                                    025 27 53.5
 TM0861:UTM  12      -  BENCH                                    024 24 30.6
 TM0861
 TM0861|---------------------------------------------------------------------|
 TM0861| PID    Reference Object                     Distance      Geod. Az  |
 TM0861|                                                           dddmmss.s |
 TM0861| TM0951 BENCH                               APPROX. 0.6 KM 0230500.2 |
 TM0861|---------------------------------------------------------------------|
 TM0861
 TM0861                          SUPERSEDED SURVEY CONTROL
 TM0861
 TM0861  NAD 83(1986)-  48 59 54.97254(N)    112 45 20.12868(W) AD(       ) 1
 TM0861  NAD 27      -  48 59 55.01800(N)    112 45 16.82300(W) AD(       ) 1
 TM0861  NGVD 29 (07/19/86) 1324.8    (m)         4346.     (f) VERT ANG       
 TM0861
 TM0861.Superseded values are not recommended for survey control.
 TM0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0861.See file dsdata.txt to determine how the superseded data were derived.
 TM0861
 TM0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV7159128785(NAD 83)
 TM0861_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0861+STABILITY: SURFACE MOTION
 TM0861
 TM0861  HISTORY     - Date     Condition        Report By
 TM0861  HISTORY     - 1923     MONUMENTED       CGS
 TM0861  HISTORY     - 1923     GOOD             CGS
 TM0861
 TM0861                          STATION DESCRIPTION
 TM0861
 TM0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TM0861'ON A PLATEAU ABOUT ONE-FOURTH MILE EAST OF INTERNATIONAL
 TM0861'BOUNDARY MONUMENT 309 AND ABOUT 6 METERS NORTH OF THE BOUNDARY
 TM0861'LINE, IN THE CANADIAN ROAD ALLOWANCE.  THE STATION IS NEAR
 TM0861'THE EDGE OF THE PLATEAU WHERE THE TERRAIN SLOPES STEEPLY TO
 TM0861'THE SOUTHEAST TO THE VALLEY OF THE SOUTH FORK OF MILK RIVER.
 TM0861'THE BASE WAS MEASURED WESTWARD FROM THIS POINT PARALLEL TO
 TM0861'THE BOUNDARY.
 TM0861'
 TM0861'STATION MARK--THE SUBSURFACE MARK IS A STANDARD U.S.C. AND
 TM0861'G.S. BRONZE-DISK STATION MARK SET IN A BLOCK OF CONCRETE,
 TM0861'12 BY 12 BY 9 INCHES, PLACED 27 INCHES BELOW THE SURFACE OF
 TM0861'THE GROUND.  THE SURFACE MARK IS A LIKE BRONZE DISK SET IN
 TM0861'THE TOP OF A SQUARE CONCRETE BLOCK, 16 BY 16 INCHES AT THE
 TM0861'TOP, 24 BY 24 INCHES AT THE BOTTOM, AND 28 INCHES IN DEPTH,
 TM0861'PLACED SO THAT IT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 TM0861'THERE ARE NO REFERENCE MARKS.
 TM0861
 TM0861                          STATION RECOVERY (1923)
 TM0861
 TM0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923
 TM0861'TIES WERE MADE TO IBC CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0897 ***********************************************************************
 TO0897  DESIGNATION -  BOUNDARY MON 12 8.61 M ID MT
 TO0897  PID         -  TO0897
 TO0897  STATE/COUNTY-  MT/LINCOLN
 TO0897  USGS QUAD   -  LINE POINT (1996)
 TO0897
 TO0897                         *CURRENT SURVEY CONTROL
 TO0897  ___________________________________________________________________
 TO0897* NAD 83(1992)-  48 52 33.29068(N)    116 02 56.69151(W)     ADJUSTED  
 TO0897* NAVD 88     -      1876.3    (meters)    6156.     (feet)  VERTCON   
 TO0897  ___________________________________________________________________
 TO0897  LAPLACE CORR-          12.81  (seconds)                    DEFLEC99
 TO0897  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 TO0897
 TO0897  HORZ ORDER  -  SECOND
 TO0897
 TO0897.The horizontal coordinates were established by classical geodetic methods
 TO0897.and adjusted by the National Geodetic Survey in July 1992..
 TO0897
 TO0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0897
 TO0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0897
 TO0897.The geoid height was determined by GEOID03.
 TO0897
 TO0897;                    North         East     Units Scale Factor Converg.
 TO0897;SPC MT       -   534,139.239   120,197.750   MT  0.99992605   -4 47 26.4
 TO0897;SPC MT       - 1,752,425.32    394,349.57   iFT  0.99992605   -4 47 26.4
 TO0897;SPC ID W     -   801,204.404   778,062.872   MT  0.99993924   -0 13 31.1
 TO0897;UTM  11      - 5,414,097.757   569,724.805   MT  0.99965972   +0 42 58.8
 TO0897
 TO0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0897!SPC MT       -   0.99970843  x   0.99992605  =   0.99963450
 TO0897!SPC ID W     -   0.99970843  x   0.99993924  =   0.99964769
 TO0897!UTM  11      -   0.99970843  x   0.99965972  =   0.99936825
 TO0897
 TO0897:                Primary Azimuth Mark                     Grid Az
 TO0897:SPC MT       -  BOUNDARY MON 10 7.53 M ID MT             004 48 41.4
 TO0897:SPC ID W     -  BOUNDARY MON 10 7.53 M ID MT             000 14 46.1
 TO0897:UTM  11      -  BOUNDARY MON 10 7.53 M ID MT             359 18 16.2
 TO0897
 TO0897|---------------------------------------------------------------------|
 TO0897| PID    Reference Object                     Distance      Geod. Az  |
 TO0897|                                                           dddmmss.s |
 TO0897| TO0899 BOUNDARY MON 10 7.53 M ID MT        APPROX. 1.7 KM 0000115.0 |
 TO0897|---------------------------------------------------------------------|
 TO0897
 TO0897                          SUPERSEDED SURVEY CONTROL
 TO0897
 TO0897  NAD 83(1986)-  48 52 33.30241(N)    116 02 56.68869(W) AD(       ) 2
 TO0897  NAD 27      -  48 52 33.47600(N)    116 02 52.99100(W) AD(       ) 2
 TO0897  NGVD 29 (07/19/86) 1875.0    (m)         6152.     (f) VERT ANG       
 TO0897
 TO0897.Superseded values are not recommended for survey control.
 TO0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0897.See file dsdata.txt to determine how the superseded data were derived.
 TO0897
 TO0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6972514098(NAD 83)
 TO0897_MARKER: P = PIPE CAP
 TO0897_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0897
 TO0897  HISTORY     - Date     Condition        Report By
 TO0897  HISTORY     - 1925     MONUMENTED       CGS
 TO0897  HISTORY     - 1964     GOOD             USGS
 TO0897
 TO0897                          STATION DESCRIPTION
 TO0897
 TO0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (AHW)
 TO0897'LOCALITY OF 49TH PARALLEL, ON MONTANA-IDAHO STATE LINE, ABOUT
 TO0897'15 MILES NORTHEAST OF EILEEN, AND ABOUT ONE MILE EAST OF
 TO0897'THE CYANIDE (BUCHHORN) MINING COMPANY MILL, ON THE HIGHEST
 TO0897'POINT OF BARE RIDGE.
 TO0897'
 TO0897'MARKED BY IRON BOUNDARY POST.
 TO0897
 TO0897                          STATION RECOVERY (1964)
 TO0897
 TO0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0897'REACHED BY HELICOPTER.  CAN BE REACHED BY TRUCK BY DRIVING TO BUCKHORN
 TO0897'MINE, THENCE BACK PACKING E. UPHILL TO STATION ON RIDGE.  ABOUT A 1
 TO0897'HOUR PACK.
 TO0897'
 TO0897'STATION MARK--A CAP ON AN IRON POST STAMPED---BOUNDARY LINE IDAHO
 TO0897'MONTANA 12 8.61 MI---, PROJECTING ABOUT 4 FT. ABOVE GROUND.
 TO0897'
 TO0897'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO1118 ***********************************************************************
 TO1118  DESIGNATION -  BOUNDARY MON 222 CD US
 TO1118  PID         -  TO1118
 TO1118  STATE/COUNTY-  MT/LINCOLN
 TO1118  USGS QUAD   -  
 TO1118
 TO1118                         *CURRENT SURVEY CONTROL
 TO1118  ___________________________________________________________________
 TO1118* NAD 83(1992)-  49 00 03.11905(N)    116 01 56.74737(W)     ADJUSTED  
 TO1118* NAVD 88     -      1652.1    (meters)    5420.     (feet)  VERTCON   
 TO1118  ___________________________________________________________________
 TO1118  LAPLACE CORR-           8.73  (seconds)                    DEFLEC99
 TO1118  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 TO1118
 TO1118  HORZ ORDER  -  THIRD
 TO1118
 TO1118.The horizontal coordinates were established by classical geodetic methods
 TO1118.and adjusted by the National Geodetic Survey in July 1992..
 TO1118
 TO1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1118
 TO1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1118
 TO1118.The geoid height was determined by GEOID03.
 TO1118
 TO1118;                    North         East     Units Scale Factor Converg.
 TO1118;SPC MT       -   547,884.321   122,572.350   MT  1.00000053   -4 46 42.6
 TO1118;SPC MT       - 1,797,520.74    402,140.26   iFT  1.00000053   -4 46 42.6
 TO1118;SPC ID W     -   815,094.552   779,335.851   MT  0.99993858   -0 12 47.4
 TO1118;UTM  11      - 5,428,003.095   570,768.834   MT  0.99966152   +0 43 49.0
 TO1118
 TO1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1118!SPC MT       -   0.99974353  x   1.00000053  =   0.99974406
 TO1118!SPC ID W     -   0.99974353  x   0.99993858  =   0.99968213
 TO1118!UTM  11      -   0.99974353  x   0.99966152  =   0.99940514
 TO1118
 TO1118:                Primary Azimuth Mark                     Grid Az
 TO1118:SPC MT       -  BOUNDARY MON 223 CD US                   094 39 10.2
 TO1118:SPC ID W     -  BOUNDARY MON 223 CD US                   090 05 15.0
 TO1118:UTM  11      -  BOUNDARY MON 223 CD US                   089 08 38.6
 TO1118
 TO1118|---------------------------------------------------------------------|
 TO1118| PID    Reference Object                     Distance      Geod. Az  |
 TO1118|                                                           dddmmss.s |
 TO1118| TN1050 BOUNDARY MON 223 CD US              APPROX. 4.4 KM 0895227.6 |
 TO1118|---------------------------------------------------------------------|
 TO1118
 TO1118                          SUPERSEDED SURVEY CONTROL
 TO1118
 TO1118  NAD 83(1986)-  49 00 03.12427(N)    116 01 56.72662(W) AD(       ) 3
 TO1118  NAD 27      -  49 00 03.30182(N)    116 01 53.00850(W) AD(       ) 3
 TO1118  NGVD 29 (07/19/86) 1650.8    (m)         5416.     (f) VERT ANG       
 TO1118
 TO1118.Superseded values are not recommended for survey control.
 TO1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1118.See file dsdata.txt to determine how the superseded data were derived.
 TO1118
 TO1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ7076928003(NAD 83)
 TO1118_MARKER: Z = SEE DESCRIPTION
 TO1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1118+STABILITY: SURFACE MOTION
 TO1118
 TO1118  HISTORY     - Date     Condition        Report By
 TO1118  HISTORY     - 1905     MONUMENTED       IBC
 TO1118  HISTORY     - 1957     GOOD             IBC
 TO1118  HISTORY     - 1963     GOOD             USGS
 TO1118  HISTORY     - 1964     GOOD             USGS
 TO1118
 TO1118                          STATION DESCRIPTION
 TO1118
 TO1118'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1118'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1118'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1118'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1118'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1118'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1118'MONUMENT.
 TO1118
 TO1118                          STATION RECOVERY (1957)
 TO1118
 TO1118'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TO1118'STATION SEARCHED FOR AND RECOVERED.
 TO1118
 TO1118                          STATION RECOVERY (1963)
 TO1118
 TO1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (DGS)
 TO1118'LOCATED IN MIDDLE OF A CLEARED LINE BETWEEN CANADA AND THE U.S.A.
 TO1118'
 TO1118'STATION MARK- STANDARD INTERNATIONAL BOUNDARY MONUMENT, BRONZE
 TO1118'PYRAMID APPROXIMATELY 5 FT. HIGH IN CONCRETE BASE.
 TO1118
 TO1118                          STATION RECOVERY (1964)
 TO1118
 TO1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO1118'LOCATED ABOUT 7 MI. E. OF EASTPORT, IDAHO, 0.75 MI. E. OF
 TO1118'IDAHO-MONTANA BORDER, ON THE U.S. - CANADA BOUNDARY.
 TO1118'
 TO1118'TO REACH FROM THE POST OFFICE AT MOYIE SPRINGS, GO E. ALONG OLD
 TO1118'HIGHWAY NO. 2 FOR 2.8 MI. TO RD. JUNCTION E. OF SCHOOLHOUSE, TURN LEFT
 TO1118'ONTO PAVED RD. FOR 3.1 MI. TO T-RD., TURN LEFT FOR 1 MI. TO Y-RD.,
 TO1118'TURN LEFT ONTO DEER CREEK - CANUCK RD. FOR 10 MI. TO Y-RD., TURN RIGHT
 TO1118'ALONG MAIN RD. FOR 8.3 MI. TO A T-RD. AND CLOVERLEAF, GO STRAIGHT
 TO1118'AHEAD FOR 1 MI. TO Y-RD., TURN RIGHT TOWARD AMERICAN CREEK FOR 5.1 MI.
 TO1118'TO INTERNATIONAL BOUNDARY AND MONUMENT 222.
 TO1118'
 TO1118'STATION MARK--TOP OF A TAPERED METAL MONUMENT ON A CONCRETE BASE, WITH
 TO1118'RAISED INSCRIPTION ---UNITED STATES - 214 - CANADA---, ON S., W. AND
 TO1118'N. FACES.  E. FACE IS STAMPED---TREATY OF 1846 LINE ESTABLISHED
 TO1118'1857-1861 SURVEYED AND MARKED 1903-1907---.
 TO1118'
 TO1118'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1050 ***********************************************************************
 TN1050  DESIGNATION -  BOUNDARY MON 223 CD US
 TN1050  PID         -  TN1050
 TN1050  STATE/COUNTY-  MT/LINCOLN
 TN1050  USGS QUAD   -  
 TN1050
 TN1050                         *CURRENT SURVEY CONTROL
 TN1050  ___________________________________________________________________
 TN1050* NAD 83(1992)-  49 00 03.37545(N)    115 58 19.78291(W)     ADJUSTED  
 TN1050* NAVD 88     -      1943.     (meters)    6375.     (feet)  SCALED    
 TN1050  ___________________________________________________________________
 TN1050  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 TN1050  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 TN1050
 TN1050  HORZ ORDER  -  THIRD
 TN1050
 TN1050.The horizontal coordinates were established by classical geodetic methods
 TN1050.and adjusted by the National Geodetic Survey in July 1992..
 TN1050
 TN1050.The orthometric height was scaled from a topographic map.
 TN1050
 TN1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1050
 TN1050.The geoid height was determined by GEOID03.
 TN1050
 TN1050;                    North         East     Units Scale Factor Converg.
 TN1050;SPC MT       -   547,526.549   126,967.654   MT  1.00000058   -4 44 03.9
 TN1050;SPC MT       - 1,796,346.95    416,560.54   iFT  1.00000058   -4 44 03.9
 TN1050;SPC ID W     -   815,087.818   783,745.408   MT  0.99993658   -0 10 03.6
 TN1050;UTM  11      - 5,428,068.948   575,176.704   MT  0.99966943   +0 46 32.8
 TN1050
 TN1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1050!SPC MT       -   0.99969798  x   1.00000058  =   0.99969856
 TN1050!SPC ID W     -   0.99969798  x   0.99993658  =   0.99963458
 TN1050!UTM  11      -   0.99969798  x   0.99966943  =   0.99936751
 TN1050
 TN1050:                Primary Azimuth Mark                     Grid Az
 TN1050:SPC MT       -  BOUNDARY MON 220 CD US                   274 39 13.8
 TN1050:SPC ID W     -  BOUNDARY MON 220 CD US                   270 05 13.5
 TN1050:UTM  11      -  BOUNDARY MON 220 CD US                   269 08 37.1
 TN1050
 TN1050|---------------------------------------------------------------------|
 TN1050| PID    Reference Object                     Distance      Geod. Az  |
 TN1050|                                                           dddmmss.s |
 TN1050| TO1120 BOUNDARY MON 220 CD US              APPROX.10.0 KM 2695509.9 |
 TN1050|---------------------------------------------------------------------|
 TN1050
 TN1050                          SUPERSEDED SURVEY CONTROL
 TN1050
 TN1050  NAD 83(1986)-  49 00 03.38146(N)    115 58 19.78274(W) AD(       ) 3
 TN1050
 TN1050.Superseded values are not recommended for survey control.
 TN1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1050.See file dsdata.txt to determine how the superseded data were derived.
 TN1050
 TN1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ7517728069(NAD 83)
 TN1050_MARKER: Z = SEE DESCRIPTION
 TN1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1050+STABILITY: SURFACE MOTION
 TN1050
 TN1050  HISTORY     - Date     Condition        Report By
 TN1050  HISTORY     - 1905     MONUMENTED       IBC
 TN1050  HISTORY     - 1958     GOOD             IBC
 TN1050
 TN1050                          STATION DESCRIPTION
 TN1050
 TN1050'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1050'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1050'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1050'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1050'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1050'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1050'MONUMENT.
 TN1050
 TN1050                          STATION RECOVERY (1958)
 TN1050
 TN1050'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958
 TN1050'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1051 ***********************************************************************
 TN1051  DESIGNATION -  BOUNDARY MON 224 CD US
 TN1051  PID         -  TN1051
 TN1051  STATE/COUNTY-  MT/LINCOLN
 TN1051  USGS QUAD   -  
 TN1051
 TN1051                         *CURRENT SURVEY CONTROL
 TN1051  ___________________________________________________________________
 TN1051* NAD 83(1992)-  49 00 03.50252(N)    115 55 12.58049(W)     ADJUSTED  
 TN1051* NAVD 88     -      1963.     (meters)    6440.     (feet)  SCALED    
 TN1051  ___________________________________________________________________
 TN1051  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 TN1051  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 TN1051
 TN1051  HORZ ORDER  -  THIRD
 TN1051
 TN1051.The horizontal coordinates were established by classical geodetic methods
 TN1051.and adjusted by the National Geodetic Survey in July 1992..
 TN1051
 TN1051.The orthometric height was scaled from a topographic map.
 TN1051
 TN1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1051
 TN1051.The geoid height was determined by GEOID03.
 TN1051
 TN1051;                    North         East     Units Scale Factor Converg.
 TN1051;SPC MT       -   547,217.673   130,760.010   MT  1.00000060   -4 41 46.9
 TN1051;SPC MT       - 1,795,333.57    429,002.66   iFT  1.00000060   -4 41 46.9
 TN1051;UTM  11      - 5,428,125.674   578,979.949   MT  0.99967663   +0 48 54.1
 TN1051
 TN1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1051!SPC MT       -   0.99969488  x   1.00000060  =   0.99969548
 TN1051!UTM  11      -   0.99969488  x   0.99967663  =   0.99937161
 TN1051
 TN1051:                Primary Azimuth Mark                     Grid Az
 TN1051:SPC MT       -  BURKE RESET                              253 00 44.7
 TN1051:UTM  11      -  BURKE RESET                              247 30 03.7
 TN1051
 TN1051|---------------------------------------------------------------------|
 TN1051| PID    Reference Object                     Distance      Geod. Az  |
 TN1051|                                                           dddmmss.s |
 TN1051| TN0962 BURKE RESET                         APPROX. 4.1 KM 2481857.8 |
 TN1051|---------------------------------------------------------------------|
 TN1051
 TN1051                          SUPERSEDED SURVEY CONTROL
 TN1051
 TN1051  NAD 83(1986)-  49 00 03.50819(N)    115 55 12.58786(W) AD(       ) 3
 TN1051
 TN1051.Superseded values are not recommended for survey control.
 TN1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1051.See file dsdata.txt to determine how the superseded data were derived.
 TN1051
 TN1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ7898028126(NAD 83)
 TN1051_MARKER: Z = SEE DESCRIPTION
 TN1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1051+STABILITY: SURFACE MOTION
 TN1051
 TN1051  HISTORY     - Date     Condition        Report By
 TN1051  HISTORY     - 1905     MONUMENTED       IBC
 TN1051  HISTORY     - 1958     GOOD             IBC
 TN1051
 TN1051                          STATION DESCRIPTION
 TN1051
 TN1051'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1051'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1051'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1051'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1051'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1051'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1051'MONUMENT.
 TN1051
 TN1051                          STATION RECOVERY (1958)
 TN1051
 TN1051'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958
 TN1051'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1052 ***********************************************************************
 TN1052  DESIGNATION -  BOUNDARY MON 225 CD US
 TN1052  PID         -  TN1052
 TN1052  STATE/COUNTY-  MT/LINCOLN
 TN1052  USGS QUAD   -  
 TN1052
 TN1052                         *CURRENT SURVEY CONTROL
 TN1052  ___________________________________________________________________
 TN1052* NAD 83(1992)-  49 00 03.55782(N)    115 53 34.84484(W)     ADJUSTED  
 TN1052* NAVD 88     -      1755.     (meters)    5758.     (feet)  SCALED    
 TN1052  ___________________________________________________________________
 TN1052  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 TN1052  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 TN1052
 TN1052  HORZ ORDER  -  THIRD
 TN1052
 TN1052.The horizontal coordinates were established by classical geodetic methods
 TN1052.and adjusted by the National Geodetic Survey in July 1992..
 TN1052
 TN1052.The orthometric height was scaled from a topographic map.
 TN1052
 TN1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1052
 TN1052.The geoid height was determined by GEOID03.
 TN1052
 TN1052;                    North         East     Units Scale Factor Converg.
 TN1052;SPC MT       -   547,057.074   132,739.996   MT  1.00000061   -4 40 35.5
 TN1052;SPC MT       - 1,794,806.67    435,498.67   iFT  1.00000061   -4 40 35.5
 TN1052;UTM  11      - 5,428,155.984   580,965.567   MT  0.99968053   +0 50 07.8
 TN1052
 TN1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1052!SPC MT       -   0.99972746  x   1.00000061  =   0.99972807
 TN1052!UTM  11      -   0.99972746  x   0.99968053  =   0.99940808
 TN1052
 TN1052:                Primary Azimuth Mark                     Grid Az
 TN1052:SPC MT       -  BOUNDARY MON 224 CD US                   274 38 15.0
 TN1052:UTM  11      -  BOUNDARY MON 224 CD US                   269 07 31.7
 TN1052
 TN1052|---------------------------------------------------------------------|
 TN1052| PID    Reference Object                     Distance      Geod. Az  |
 TN1052|                                                           dddmmss.s |
 TN1052| TN1051 BOUNDARY MON 224 CD US              APPROX. 2.0 KM 2695739.5 |
 TN1052|---------------------------------------------------------------------|
 TN1052
 TN1052                          SUPERSEDED SURVEY CONTROL
 TN1052
 TN1052  NAD 83(1986)-  49 00 03.56319(N)    115 53 34.84643(W) AD(       ) 3
 TN1052
 TN1052.Superseded values are not recommended for survey control.
 TN1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1052.See file dsdata.txt to determine how the superseded data were derived.
 TN1052
 TN1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ8096628156(NAD 83)
 TN1052_MARKER: Z = SEE DESCRIPTION
 TN1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1052+STABILITY: SURFACE MOTION
 TN1052
 TN1052  HISTORY     - Date     Condition        Report By
 TN1052  HISTORY     - 1905     MONUMENTED       IBC
 TN1052  HISTORY     - 1958     GOOD             IBC
 TN1052
 TN1052                          STATION DESCRIPTION
 TN1052
 TN1052'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1052'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1052'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1052'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1052'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1052'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1052'MONUMENT.
 TN1052
 TN1052                          STATION RECOVERY (1958)
 TN1052
 TN1052'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958
 TN1052'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1053 ***********************************************************************
 TN1053  DESIGNATION -  BOUNDARY MON 226 CD US
 TN1053  PID         -  TN1053
 TN1053  STATE/COUNTY-  MT/LINCOLN
 TN1053  USGS QUAD   -  
 TN1053
 TN1053                         *CURRENT SURVEY CONTROL
 TN1053  ___________________________________________________________________
 TN1053* NAD 83(1992)-  49 00 03.55008(N)    115 51 41.25756(W)     ADJUSTED  
 TN1053* NAVD 88     -      1566.     (meters)    5138.     (feet)  SCALED    
 TN1053  ___________________________________________________________________
 TN1053  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 TN1053  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 TN1053
 TN1053  HORZ ORDER  -  THIRD
 TN1053
 TN1053.The horizontal coordinates were established by classical geodetic methods
 TN1053.and adjusted by the National Geodetic Survey in July 1992..
 TN1053
 TN1053.The orthometric height was scaled from a topographic map.
 TN1053
 TN1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1053
 TN1053.The geoid height was determined by GEOID03.
 TN1053
 TN1053;                    North         East     Units Scale Factor Converg.
 TN1053;SPC MT       -   546,869.073   135,041.002   MT  1.00000061   -4 39 12.4
 TN1053;SPC MT       - 1,794,189.87    443,047.91   iFT  1.00000061   -4 39 12.4
 TN1053;UTM  11      - 5,428,189.879   583,273.258   MT  0.99968519   +0 51 33.6
 TN1053
 TN1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1053!SPC MT       -   0.99975700  x   1.00000061  =   0.99975761
 TN1053!UTM  11      -   0.99975700  x   0.99968519  =   0.99944227
 TN1053
 TN1053:                Primary Azimuth Mark                     Grid Az
 TN1053:SPC MT       -  BOUNDARY MON 225 CD US                   274 40 16.6
 TN1053:UTM  11      -  BOUNDARY MON 225 CD US                   269 09 30.6
 TN1053
 TN1053|---------------------------------------------------------------------|
 TN1053| PID    Reference Object                     Distance      Geod. Az  |
 TN1053|                                                           dddmmss.s |
 TN1053| TN1052 BOUNDARY MON 225 CD US              APPROX. 2.3 KM 2700104.2 |
 TN1053|---------------------------------------------------------------------|
 TN1053
 TN1053                          SUPERSEDED SURVEY CONTROL
 TN1053
 TN1053  NAD 83(1986)-  49 00 03.55514(N)    115 51 41.25718(W) AD(       ) 3
 TN1053
 TN1053.Superseded values are not recommended for survey control.
 TN1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1053.See file dsdata.txt to determine how the superseded data were derived.
 TN1053
 TN1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ8327328190(NAD 83)
 TN1053_MARKER: Z = SEE DESCRIPTION
 TN1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1053+STABILITY: SURFACE MOTION
 TN1053
 TN1053  HISTORY     - Date     Condition        Report By
 TN1053  HISTORY     - 1905     MONUMENTED       IBC
 TN1053  HISTORY     - 1958     GOOD             IBC
 TN1053
 TN1053                          STATION DESCRIPTION
 TN1053
 TN1053'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1053'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1053'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1053'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1053'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1053'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1053'MONUMENT.
 TN1053
 TN1053                          STATION RECOVERY (1958)
 TN1053
 TN1053'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958
 TN1053'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1054 ***********************************************************************
 TN1054  DESIGNATION -  BOUNDARY MON 227 CD US
 TN1054  PID         -  TN1054
 TN1054  STATE/COUNTY-  MT/LINCOLN
 TN1054  USGS QUAD   -  
 TN1054
 TN1054                         *CURRENT SURVEY CONTROL
 TN1054  ___________________________________________________________________
 TN1054* NAD 83(1992)-  49 00 03.44344(N)    115 47 56.78748(W)     ADJUSTED  
 TN1054* NAVD 88     -      1372.     (meters)    4501.     (feet)  SCALED    
 TN1054  ___________________________________________________________________
 TN1054  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 TN1054  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 TN1054
 TN1054  HORZ ORDER  -  THIRD
 TN1054
 TN1054.The horizontal coordinates were established by classical geodetic methods
 TN1054.and adjusted by the National Geodetic Survey in July 1992..
 TN1054
 TN1054.The orthometric height was scaled from a topographic map.
 TN1054
 TN1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1054
 TN1054.The geoid height was determined by GEOID03.
 TN1054
 TN1054;                    North         East     Units Scale Factor Converg.
 TN1054;SPC MT       -   546,497.461   139,588.224   MT  1.00000059   -4 36 28.2
 TN1054;SPC MT       - 1,792,970.67    457,966.61   iFT  1.00000059   -4 36 28.2
 TN1054;UTM  11      - 5,428,256.862   587,833.730   MT  0.99969477   +0 54 23.0
 TN1054
 TN1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1054!SPC MT       -   0.99978736  x   1.00000059  =   0.99978795
 TN1054!UTM  11      -   0.99978736  x   0.99969477  =   0.99948219
 TN1054
 TN1054:                Primary Azimuth Mark                     Grid Az
 TN1054:SPC MT       -  BOUNDARY MON 224 CD US                   274 39 55.2
 TN1054:UTM  11      -  BOUNDARY MON 224 CD US                   269 09 04.0
 TN1054
 TN1054|---------------------------------------------------------------------|
 TN1054| PID    Reference Object                     Distance      Geod. Az  |
 TN1054|                                                           dddmmss.s |
 TN1054| TN1051 BOUNDARY MON 224 CD US              APPROX. 8.9 KM 2700327.0 |
 TN1054|---------------------------------------------------------------------|
 TN1054
 TN1054                          SUPERSEDED SURVEY CONTROL
 TN1054
 TN1054  NAD 83(1986)-  49 00 03.44797(N)    115 47 56.78396(W) AD(       ) 3
 TN1054
 TN1054.Superseded values are not recommended for survey control.
 TN1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1054.See file dsdata.txt to determine how the superseded data were derived.
 TN1054
 TN1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ8783428257(NAD 83)
 TN1054_MARKER: Z = SEE DESCRIPTION
 TN1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1054+STABILITY: SURFACE MOTION
 TN1054
 TN1054  HISTORY     - Date     Condition        Report By
 TN1054  HISTORY     - 1905     MONUMENTED       IBC
 TN1054  HISTORY     - 1958     GOOD             IBC
 TN1054
 TN1054                          STATION DESCRIPTION
 TN1054
 TN1054'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1054'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1054'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1054'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1054'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1054'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1054'MONUMENT.
 TN1054
 TN1054                          STATION RECOVERY (1958)
 TN1054
 TN1054'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958
 TN1054'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1055 ***********************************************************************
 TN1055  DESIGNATION -  BOUNDARY MON 228 CD US
 TN1055  PID         -  TN1055
 TN1055  STATE/COUNTY-  MT/LINCOLN
 TN1055  USGS QUAD   -  
 TN1055
 TN1055                         *CURRENT SURVEY CONTROL
 TN1055  ___________________________________________________________________
 TN1055* NAD 83(1992)-  49 00 03.35645(N)    115 46 00.12293(W)     ADJUSTED  
 TN1055* NAVD 88     -      1342.     (meters)    4403.     (feet)  SCALED    
 TN1055  ___________________________________________________________________
 TN1055  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 TN1055  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 TN1055
 TN1055  HORZ ORDER  -  THIRD
 TN1055
 TN1055.The horizontal coordinates were established by classical geodetic methods
 TN1055.and adjusted by the National Geodetic Survey in July 1992..
 TN1055
 TN1055.The orthometric height was scaled from a topographic map.
 TN1055
 TN1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1055
 TN1055.The geoid height was determined by GEOID03.
 TN1055
 TN1055;                    North         East     Units Scale Factor Converg.
 TN1055;SPC MT       -   546,304.779   141,951.606   MT  1.00000057   -4 35 02.8
 TN1055;SPC MT       - 1,792,338.51    465,720.49   iFT  1.00000057   -4 35 02.8
 TN1055;UTM  11      - 5,428,292.181   590,203.971   MT  0.99969996   +0 55 51.1
 TN1055
 TN1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1055!SPC MT       -   0.99979206  x   1.00000057  =   0.99979263
 TN1055!UTM  11      -   0.99979206  x   0.99969996  =   0.99949208
 TN1055
 TN1055:                Primary Azimuth Mark                     Grid Az
 TN1055:SPC MT       -  BOUNDARY MON 227 CD US                   274 39 40.6
 TN1055:UTM  11      -  BOUNDARY MON 227 CD US                   269 08 46.7
 TN1055
 TN1055|---------------------------------------------------------------------|
 TN1055| PID    Reference Object                     Distance      Geod. Az  |
 TN1055|                                                           dddmmss.s |
 TN1055| TN1054 BOUNDARY MON 227 CD US              APPROX. 2.4 KM 2700437.8 |
 TN1055|---------------------------------------------------------------------|
 TN1055
 TN1055                          SUPERSEDED SURVEY CONTROL
 TN1055
 TN1055  NAD 83(1986)-  49 00 03.36072(N)    115 46 00.11811(W) AD(       ) 3
 TN1055
 TN1055.Superseded values are not recommended for survey control.
 TN1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1055.See file dsdata.txt to determine how the superseded data were derived.
 TN1055
 TN1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ9020428292(NAD 83)
 TN1055_MARKER: Z = SEE DESCRIPTION
 TN1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1055+STABILITY: SURFACE MOTION
 TN1055
 TN1055  HISTORY     - Date     Condition        Report By
 TN1055  HISTORY     - 1905     MONUMENTED       IBC
 TN1055  HISTORY     - 1958     GOOD             IBC
 TN1055
 TN1055                          STATION DESCRIPTION
 TN1055
 TN1055'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1055'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1055'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1055'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1055'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1055'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1055'MONUMENT.
 TN1055
 TN1055                          STATION RECOVERY (1958)
 TN1055
 TN1055'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958
 TN1055'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1020 ***********************************************************************
 TN1020  DESIGNATION -  BOUNDARY MON 229 CD US
 TN1020  PID         -  TN1020
 TN1020  STATE/COUNTY-  MT/LINCOLN
 TN1020  USGS QUAD   -  
 TN1020
 TN1020                         *CURRENT SURVEY CONTROL
 TN1020  ___________________________________________________________________
 TN1020* NAD 83(1992)-  49 00 03.20235(N)    115 43 42.71895(W)     ADJUSTED  
 TN1020* NAVD 88     -      1804.0    (meters)    5919.     (feet)  VERTCON   
 TN1020  ___________________________________________________________________
 TN1020  X           -  -1,820,445.425 (meters)                     COMP
 TN1020  Y           -  -3,777,790.523 (meters)                     COMP
 TN1020  Z           -   4,791,973.268 (meters)                     COMP
 TN1020  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 TN1020  ELLIP HEIGHT-        1788.24  (meters)          (07/28/92) GPS OBS
 TN1020  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TN1020
 TN1020  HORZ ORDER  -  FIRST
 TN1020  ELLP ORDER  -  FIFTH     CLASS I
 TN1020
 TN1020.The horizontal coordinates were established by GPS observations
 TN1020.and adjusted by the National Geodetic Survey in July 1992..
 TN1020
 TN1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN1020
 TN1020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN1020
 TN1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1020
 TN1020.The ellipsoidal height was determined by GPS observations
 TN1020.and is referenced to NAD 83.
 TN1020
 TN1020.The geoid height was determined by GEOID03.
 TN1020
 TN1020;                    North         East     Units Scale Factor Converg.
 TN1020;SPC MT       -   546,077.508   144,735.102   MT  1.00000055   -4 33 22.3
 TN1020;SPC MT       - 1,791,592.87    474,852.70   iFT  1.00000055   -4 33 22.3
 TN1020;UTM  11      - 5,428,333.481   592,995.594   MT  0.99970624   +0 57 34.8
 TN1020
 TN1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1020!SPC MT       -   0.99971984  x   1.00000055  =   0.99972039
 TN1020!UTM  11      -   0.99971984  x   0.99970624  =   0.99942616
 TN1020
 TN1020:                Primary Azimuth Mark                     Grid Az
 TN1020:SPC MT       -  BOUNDARY MON 224 CD US                   274 39 59.0
 TN1020:UTM  11      -  BOUNDARY MON 224 CD US                   269 09 01.9
 TN1020
 TN1020|---------------------------------------------------------------------|
 TN1020| PID    Reference Object                     Distance      Geod. Az  |
 TN1020|                                                           dddmmss.s |
 TN1020| TN1051 BOUNDARY MON 224 CD US              APPROX.14.0 KM 2700636.7 |
 TN1020|---------------------------------------------------------------------|
 TN1020
 TN1020                          SUPERSEDED SURVEY CONTROL
 TN1020
 TN1020  NAD 83(1986)-  49 00 03.20664(N)    115 43 42.71435(W) AD(       ) 1
 TN1020  NGVD 29 (08/25/89) 1802.8    (m)         5915.     (f) GPS OBS        
 TN1020
 TN1020.Superseded values are not recommended for survey control.
 TN1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1020.See file dsdata.txt to determine how the superseded data were derived.
 TN1020
 TN1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ9299628333(NAD 83)
 TN1020_MARKER: DU = BOUNDARY MARKER
 TN1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1020+STABILITY: SURFACE MOTION
 TN1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1020+SATELLITE: SATELLITE OBSERVATIONS - 1990
 TN1020
 TN1020  HISTORY     - Date     Condition        Report By
 TN1020  HISTORY     - 1905     MONUMENTED       IBC
 TN1020  HISTORY     - 1905     GOOD             IBC
 TN1020  HISTORY     - 1958     GOOD             IBC
 TN1020  HISTORY     - 19880718 GOOD             NGS
 TN1020  HISTORY     - 1990     GOOD             GSC
 TN1020
 TN1020                          STATION DESCRIPTION
 TN1020
 TN1020'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1020'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1020'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1020'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1020'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1020'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1020'MONUMENT.
 TN1020
 TN1020                          STATION RECOVERY (1905)
 TN1020
 TN1020'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TN1020'RECOVERED IN GOOD CONDITION.
 TN1020
 TN1020                          STATION RECOVERY (1958)
 TN1020
 TN1020'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958
 TN1020'STATION SEARCHED FOR AND RECOVERED.
 TN1020
 TN1020                          STATION RECOVERY (1988)
 TN1020
 TN1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN1020'THE MONUMENT IS LOCATED ABOUT 38.2 KM (23.75 MI) NORTHWEST OF REXFORD,
 TN1020'MONTANA, 31.4 KM (19.50 MI) EAST-SOUTHEAST OF YAHK, BRITISH COLUMBIA
 TN1020'AND 20.1 KM (12.50 MI) NORTH-NORTHEAST OF YAAK, MONTANA.
 TN1020'TO REACH THE MONUMENT FROM THE CANADIAN CUSTOMS AT KINGSGATE, BRITISH
 TN1020'COLUMBIA, GO NORTH ON B.C. PROVINCIAL HIGHWAY 95 FOR 11.4 KM
 TN1020'(7.10 MI) TO THE JUNCTION OF B.C. PROVINCIAL HIGHWAY 95 FOR 4.65 KM
 TN1020'(2.90 MI) TO A SIDE ROAD RIGHT JUST AFTER CROSSING A BRIDGE.  TURN
 TN1020'RIGHT AND GO SOUTHEASTERLY ON YAHK MEADOW CREEK ROAD, WHICH IS ALSO
 TN1020'HAWKINS CREEK ROAD, FOR 3.85 KM (2.40 MI) TO THE YAHK-HAWKINS CREEK
 TN1020'RECREATION SITE ON THE RIGHT.  CONTINUE ON THE MAIN TRAVELED ROAD FOR
 TN1020'5.0 KM (3.10 MI) TO A BRIDGE OVER AMERICAN CREEK.  CONTINUE ON THE
 TN1020'MAIN TRAVELED ROAD FOR 9.35 KM (5.80 MI) TO A FORK.  KEEP THE RIGHT
 TN1020'FORK AND CONTINUE ON FREEMAN CREEK ROAD FOR 2.5 KM (1.55 MI) TO A
 TN1020'SIDE ROAD RIGHT AND SIGN READING -CP 26 RD-.  CONTINUE ON FREEMAN
 TN1020'CREEK ROAD FOR 2.35 KM (1.45 MI) TO A FORK.  KEEP THE LEFT FORK AND
 TN1020'CONTINUE ON THE MAIN TRAVELED ROAD FOR 1.6 KM (1.00 MI) TO WHERE THE
 TN1020'ROAD TURNS RIGHT AND A ROAD STRAIGHT AHEAD.  TURN RIGHT AND GO
 TN1020'EASTERLY ON 18 BRANCH CREEK ROAD FOR 2.8 KM (1.75 MI) TO A SIDE ROAD
 TN1020'RIGHT AND SIGN READING -HART CREEK RECREATION SITE B.C. FOREST
 TN1020'SERVICE-.  CONTINUE STRAIGHT AHEAD ON 18 BRANCH CREEK ROAD FOR 0.8 KM
 TN1020'(0.50 MI) TO A FORK.  KEEP THE LEFT FORK AND CONTINUE UPHILL FOR 3.7
 TN1020'KM (2.30 MI) TO A METAL GATE.  CONTINUE FOR 0.7 KM (0.45 MI) TO A
 TN1020'FORK.  KEEP THE LEFT FORK AND CONTINUE UPHILL FOR 2.25 KM (1.40 MI)
 TN1020'TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW THE TRACK ROAD UPHILL
 TN1020'FOR 2.4 KM (1.50 MI) TO A B.C. FOREST SERVICE LOOKOUT HOUSE.  TURN
 TN1020'SHARP RIGHT AND GO SOUTH FOR 0.08 KM (0.05 MI) TO THE MONUMENT.
 TN1020'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.5 M
 TN1020'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TN1020'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TN1020'LETTERS IS --UNITED STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE
 TN1020'NORTH SIDE.  AN INSCRIPTION READING --TREATY OF 1846 LINE ESTABLISHED
 TN1020'1857-1861 SURVEYED AND MARKED 1903-1907-- IS IN RAISED, CAST LETTERS
 TN1020'ON THE EAST SIDE OF THE LOWER SECTION OF THE OBELISK.  A PLATE
 TN1020'BEARING THE NUMBER --229-- IS ATTACHED TO THE WEST SIDE OF THE
 TN1020'OBELISK.
 TN1020'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TN1020'TYPED BY E.A.R.
 TN1020
 TN1020                          STATION RECOVERY (1990)
 TN1020
 TN1020'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1990
 TN1020'MKR TYPE V SETTING CODE 04
 TN1020'LOC ON THE CANADA-US BOUNDARY, 200 M S OF A BC FORESTRY
 TN1020'FIRE LOOKOUT BUILDING, ESE OF CREW CREEK AND THE W YAHK RIVER
 TN1020'AND W OF BOYD CREEK. FORM THE INTER OF HWY 3 AND 95 W OF YAHK,
 TN1020'DRIVE E 4.2 KM (PASSING THROUGH THE TOWN OF YAHK AND CROSSING
 TN1020'THE BRIDGE OVER THE MOYLE RIVER AT THE E END OF YAHK,) TO A RD
 TN1020'IMMEDIATELY E OF THE MOYLE RIER BRIDGE. TAKE THIS RD (THE HAWKINS
 TN1020'CREEK CAMP RD) S. AFTER 9 KM ON THIS RD YOU SHOULD CROSS AMERICAN
 TN1020'CREEK AT 18.5 KM TAKE THE RIGHT BRANCH, AT 25.1 KM TAKE THE RIGHR
 TN1020'BRANCH, AT 33.2 KM AND JUST PASS MILE BOARD 20, TAKE THE HIGHER RD
 TN1020'TO THE LEFT. AT 35.3 KM FOLLOW RD S GOING UP HILL TO FIRETOWER.
 TN1020'FROM FIRE TOWER WAK 150 M S TO VISTA AND MON. MKD BY A BRONZE
 TN1020'IBC OBELISK SET ON A CONC BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1056 ***********************************************************************
 TN1056  DESIGNATION -  BOUNDARY MON 230 CD US
 TN1056  PID         -  TN1056
 TN1056  STATE/COUNTY-  MT/LINCOLN
 TN1056  USGS QUAD   -  
 TN1056
 TN1056                         *CURRENT SURVEY CONTROL
 TN1056  ___________________________________________________________________
 TN1056* NAD 83(1992)-  49 00 03.02260(N)    115 41 33.70790(W)     ADJUSTED  
 TN1056* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 TN1056  ___________________________________________________________________
 TN1056  LAPLACE CORR-          -7.66  (seconds)                    DEFLEC99
 TN1056  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 TN1056
 TN1056  HORZ ORDER  -  THIRD
 TN1056
 TN1056.The horizontal coordinates were established by classical geodetic methods
 TN1056.and adjusted by the National Geodetic Survey in July 1992..
 TN1056
 TN1056.The orthometric height was scaled from a topographic map.
 TN1056
 TN1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1056
 TN1056.The geoid height was determined by GEOID03.
 TN1056
 TN1056;                    North         East     Units Scale Factor Converg.
 TN1056;SPC MT       -   545,864.273   147,348.593   MT  1.00000052   -4 31 47.9
 TN1056;SPC MT       - 1,790,893.28    483,427.14   iFT  1.00000052   -4 31 47.9
 TN1056;UTM  11      - 5,428,372.455   595,616.716   MT  0.99971231   +0 59 12.2
 TN1056
 TN1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1056!SPC MT       -   0.99980883  x   1.00000052  =   0.99980935
 TN1056!UTM  11      -   0.99980883  x   0.99971231  =   0.99952120
 TN1056
 TN1056:                Primary Azimuth Mark                     Grid Az
 TN1056:SPC MT       -  BOUNDARY MON 229 CD US                   274 39 53.4
 TN1056:UTM  11      -  BOUNDARY MON 229 CD US                   269 08 53.3
 TN1056
 TN1056|---------------------------------------------------------------------|
 TN1056| PID    Reference Object                     Distance      Geod. Az  |
 TN1056|                                                           dddmmss.s |
 TN1056| TN1020 BOUNDARY MON 229 CD US              APPROX. 2.6 KM 2700805.5 |
 TN1056|---------------------------------------------------------------------|
 TN1056
 TN1056                          SUPERSEDED SURVEY CONTROL
 TN1056
 TN1056  NAD 83(1986)-  49 00 03.02655(N)    115 41 33.70428(W) AD(       ) 3
 TN1056
 TN1056.Superseded values are not recommended for survey control.
 TN1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1056.See file dsdata.txt to determine how the superseded data were derived.
 TN1056
 TN1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ9561728372(NAD 83)
 TN1056_MARKER: Z = SEE DESCRIPTION
 TN1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1056+STABILITY: SURFACE MOTION
 TN1056
 TN1056  HISTORY     - Date     Condition        Report By
 TN1056  HISTORY     - 1905     MONUMENTED       IBC
 TN1056  HISTORY     - 1957     GOOD             IBC
 TN1056
 TN1056                          STATION DESCRIPTION
 TN1056
 TN1056'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1056'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1056'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1056'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1056'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1056'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1056'MONUMENT.
 TN1056
 TN1056                          STATION RECOVERY (1957)
 TN1056
 TN1056'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1056'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1057 ***********************************************************************
 TN1057  DESIGNATION -  BOUNDARY MON 231 CD US
 TN1057  PID         -  TN1057
 TN1057  STATE/COUNTY-  MT/LINCOLN
 TN1057  USGS QUAD   -  
 TN1057
 TN1057                         *CURRENT SURVEY CONTROL
 TN1057  ___________________________________________________________________
 TN1057* NAD 83(1992)-  49 00 02.78755(N)    115 39 19.08588(W)     ADJUSTED  
 TN1057* NAVD 88     -      1037.     (meters)    3402.     (feet)  SCALED    
 TN1057  ___________________________________________________________________
 TN1057  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 TN1057  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TN1057
 TN1057  HORZ ORDER  -  THIRD
 TN1057
 TN1057.The horizontal coordinates were established by classical geodetic methods
 TN1057.and adjusted by the National Geodetic Survey in July 1992..
 TN1057
 TN1057.The orthometric height was scaled from a topographic map.
 TN1057
 TN1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1057
 TN1057.The geoid height was determined by GEOID03.
 TN1057
 TN1057;                    North         East     Units Scale Factor Converg.
 TN1057;SPC MT       -   545,641.578   150,075.742   MT  1.00000048   -4 30 09.5
 TN1057;SPC MT       - 1,790,162.66    492,374.48   iFT  1.00000048   -4 30 09.5
 TN1057;UTM  11      - 5,428,412.977   598,351.862   MT  0.99971883   +1 00 53.8
 TN1057
 TN1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1057!SPC MT       -   0.99983986  x   1.00000048  =   0.99984034
 TN1057!UTM  11      -   0.99983986  x   0.99971883  =   0.99955874
 TN1057
 TN1057:                Primary Azimuth Mark                     Grid Az
 TN1057:SPC MT       -  FORK                                     007 37 16.4
 TN1057:UTM  11      -  FORK                                     002 06 13.1
 TN1057
 TN1057|---------------------------------------------------------------------|
 TN1057| PID    Reference Object                     Distance      Geod. Az  |
 TN1057|                                                           dddmmss.s |
 TN1057| TN1035 FORK                                APPROX. 3.3 KM 0030706.9 |
 TN1057|---------------------------------------------------------------------|
 TN1057
 TN1057                          SUPERSEDED SURVEY CONTROL
 TN1057
 TN1057  NAD 83(1986)-  49 00 02.79150(N)    115 39 19.08237(W) AD(       ) 3
 TN1057
 TN1057.Superseded values are not recommended for survey control.
 TN1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1057.See file dsdata.txt to determine how the superseded data were derived.
 TN1057
 TN1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ9835228413(NAD 83)
 TN1057_MARKER: Z = SEE DESCRIPTION
 TN1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1057+STABILITY: SURFACE MOTION
 TN1057
 TN1057  HISTORY     - Date     Condition        Report By
 TN1057  HISTORY     - 1905     MONUMENTED       IBC
 TN1057  HISTORY     - 1957     GOOD             IBC
 TN1057
 TN1057                          STATION DESCRIPTION
 TN1057
 TN1057'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1057'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1057'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1057'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1057'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1057'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1057'MONUMENT.
 TN1057
 TN1057                          STATION RECOVERY (1957)
 TN1057
 TN1057'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1057'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1058 ***********************************************************************
 TN1058  DESIGNATION -  BOUNDARY MON 232 CD US
 TN1058  PID         -  TN1058
 TN1058  STATE/COUNTY-  MT/LINCOLN
 TN1058  USGS QUAD   -  
 TN1058
 TN1058                         *CURRENT SURVEY CONTROL
 TN1058  ___________________________________________________________________
 TN1058* NAD 83(1992)-  49 00 02.78798(N)    115 38 56.99709(W)     ADJUSTED  
 TN1058* NAVD 88     -      1006.     (meters)    3301.     (feet)  SCALED    
 TN1058  ___________________________________________________________________
 TN1058  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 TN1058  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TN1058
 TN1058  HORZ ORDER  -  THIRD
 TN1058
 TN1058.The horizontal coordinates were established by classical geodetic methods
 TN1058.and adjusted by the National Geodetic Survey in July 1992..
 TN1058
 TN1058.The orthometric height was scaled from a topographic map.
 TN1058
 TN1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1058
 TN1058.The geoid height was determined by GEOID03.
 TN1058
 TN1058;                    North         East     Units Scale Factor Converg.
 TN1058;SPC MT       -   545,606.363   150,523.318   MT  1.00000048   -4 29 53.3
 TN1058;SPC MT       - 1,790,047.12    493,842.91   iFT  1.00000048   -4 29 53.3
 TN1058;UTM  11      - 5,428,420.958   598,800.624   MT  0.99971992   +1 01 10.5
 TN1058
 TN1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1058!SPC MT       -   0.99984472  x   1.00000048  =   0.99984520
 TN1058!UTM  11      -   0.99984472  x   0.99971992  =   0.99956468
 TN1058
 TN1058|---------------------------------------------------------------------|
 TN1058| PID    Reference Object                     Distance      Geod. Az  |
 TN1058|                                                           dddmmss.s |
 TN1058| TN1059 BOUNDARY MON 233 CD US              292.835 METERS 09002     |
 TN1058| TN1021 BOUNDARY MON 235 CD US              APPROX. 5.2 KM 0900648.3 |
 TN1058|---------------------------------------------------------------------|
 TN1058
 TN1058                          SUPERSEDED SURVEY CONTROL
 TN1058
 TN1058  NAD 83(1986)-  49 00 02.79194(N)    115 38 56.99367(W) AD(       ) 3
 TN1058
 TN1058.Superseded values are not recommended for survey control.
 TN1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1058.See file dsdata.txt to determine how the superseded data were derived.
 TN1058
 TN1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ9880128421(NAD 83)
 TN1058_MARKER: Z = SEE DESCRIPTION
 TN1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1058+STABILITY: SURFACE MOTION
 TN1058
 TN1058  HISTORY     - Date     Condition        Report By
 TN1058  HISTORY     - 1905     MONUMENTED       IBC
 TN1058  HISTORY     - 1957     GOOD             IBC
 TN1058
 TN1058                          STATION DESCRIPTION
 TN1058
 TN1058'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1058'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1058'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1058'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1058'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1058'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1058'MONUMENT.
 TN1058
 TN1058                          STATION RECOVERY (1957)
 TN1058
 TN1058'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1058'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1059 ***********************************************************************
 TN1059  DESIGNATION -  BOUNDARY MON 233 CD US
 TN1059  PID         -  TN1059
 TN1059  STATE/COUNTY-  MT/LINCOLN
 TN1059  USGS QUAD   -  
 TN1059
 TN1059                         *CURRENT SURVEY CONTROL
 TN1059  ___________________________________________________________________
 TN1059* NAD 83(1992)-  49 00 02.78353(N)    115 38 42.58962(W)     ADJUSTED  
 TN1059* NAVD 88     -       989.     (meters)    3245.     (feet)  SCALED    
 TN1059  ___________________________________________________________________
 TN1059  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 TN1059  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TN1059
 TN1059  HORZ ORDER  -  THIRD
 TN1059
 TN1059.The horizontal coordinates were established by classical geodetic methods
 TN1059.and adjusted by the National Geodetic Survey in July 1992..
 TN1059
 TN1059.The orthometric height was scaled from a topographic map.
 TN1059
 TN1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1059
 TN1059.The geoid height was determined by GEOID03.
 TN1059
 TN1059;                    North         East     Units Scale Factor Converg.
 TN1059;SPC MT       -   545,583.267   150,815.241   MT  1.00000048   -4 29 42.8
 TN1059;SPC MT       - 1,789,971.35    494,800.66   iFT  1.00000048   -4 29 42.8
 TN1059;UTM  11      - 5,428,426.038   599,093.333   MT  0.99972063   +1 01 21.4
 TN1059
 TN1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1059!SPC MT       -   0.99984748  x   1.00000048  =   0.99984796
 TN1059!UTM  11      -   0.99984748  x   0.99972063  =   0.99956815
 TN1059
 TN1059:                Primary Azimuth Mark                     Grid Az
 TN1059:SPC MT       -  BOUNDARY MON 234 CD US                   094 29 27.9
 TN1059:UTM  11      -  BOUNDARY MON 234 CD US                   088 58 23.7
 TN1059
 TN1059|---------------------------------------------------------------------|
 TN1059| PID    Reference Object                     Distance      Geod. Az  |
 TN1059|                                                           dddmmss.s |
 TN1059| TN1060 BOUNDARY MON 234 CD US              APPROX. 0.8 KM 0895945.1 |
 TN1059| TN1058 BOUNDARY MON 232 CD US              292.835 METERS 27002     |
 TN1059|---------------------------------------------------------------------|
 TN1059
 TN1059                          SUPERSEDED SURVEY CONTROL
 TN1059
 TN1059  NAD 83(1986)-  49 00 02.78751(N)    115 38 42.58627(W) AD(       ) 3
 TN1059
 TN1059.Superseded values are not recommended for survey control.
 TN1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1059.See file dsdata.txt to determine how the superseded data were derived.
 TN1059
 TN1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ9909328426(NAD 83)
 TN1059_MARKER: Z = SEE DESCRIPTION
 TN1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1059+STABILITY: SURFACE MOTION
 TN1059
 TN1059  HISTORY     - Date     Condition        Report By
 TN1059  HISTORY     - 1905     MONUMENTED       IBC
 TN1059  HISTORY     - 1957     GOOD             IBC
 TN1059
 TN1059                          STATION DESCRIPTION
 TN1059
 TN1059'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1059'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1059'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1059'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1059'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1059'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1059'MONUMENT.
 TN1059
 TN1059                          STATION RECOVERY (1957)
 TN1059
 TN1059'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1059'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1060 ***********************************************************************
 TN1060  DESIGNATION -  BOUNDARY MON 234 CD US
 TN1060  PID         -  TN1060
 TN1060  STATE/COUNTY-  MT/LINCOLN
 TN1060  USGS QUAD   -  
 TN1060
 TN1060                         *CURRENT SURVEY CONTROL
 TN1060  ___________________________________________________________________
 TN1060* NAD 83(1992)-  49 00 02.78345(N)    115 38 01.43174(W)     ADJUSTED  
 TN1060* NAVD 88     -      1049.     (meters)    3442.     (feet)  SCALED    
 TN1060  ___________________________________________________________________
 TN1060  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 TN1060  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 TN1060
 TN1060  HORZ ORDER  -  THIRD
 TN1060
 TN1060.The horizontal coordinates were established by classical geodetic methods
 TN1060.and adjusted by the National Geodetic Survey in July 1992..
 TN1060
 TN1060.The orthometric height was scaled from a topographic map.
 TN1060
 TN1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1060
 TN1060.The geoid height was determined by GEOID03.
 TN1060
 TN1060;                    North         East     Units Scale Factor Converg.
 TN1060;SPC MT       -   545,517.761   151,649.214   MT  1.00000048   -4 29 12.7
 TN1060;SPC MT       - 1,789,756.43    497,536.79   iFT  1.00000048   -4 29 12.7
 TN1060;UTM  11      - 5,428,441.024   599,929.507   MT  0.99972267   +1 01 52.4
 TN1060
 TN1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1060!SPC MT       -   0.99983805  x   1.00000048  =   0.99983853
 TN1060!UTM  11      -   0.99983805  x   0.99972267  =   0.99956076
 TN1060
 TN1060:                Primary Azimuth Mark                     Grid Az
 TN1060:SPC MT       -  WOOD LOOKOUT                             124 44 59.6
 TN1060:UTM  11      -  WOOD LOOKOUT                             119 13 54.5
 TN1060
 TN1060|---------------------------------------------------------------------|
 TN1060| PID    Reference Object                     Distance      Geod. Az  |
 TN1060|                                                           dddmmss.s |
 TN1060| TN1113 WOOD LOOKOUT                        APPROX. 6.1 KM 1201546.9 |
 TN1060|---------------------------------------------------------------------|
 TN1060
 TN1060                          SUPERSEDED SURVEY CONTROL
 TN1060
 TN1060  NAD 83(1986)-  49 00 02.78752(N)    115 38 01.42933(W) AD(       ) 3
 TN1060
 TN1060.Superseded values are not recommended for survey control.
 TN1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1060.See file dsdata.txt to determine how the superseded data were derived.
 TN1060
 TN1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ9993028441(NAD 83)
 TN1060_MARKER: Z = SEE DESCRIPTION
 TN1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1060+STABILITY: SURFACE MOTION
 TN1060
 TN1060  HISTORY     - Date     Condition        Report By
 TN1060  HISTORY     - 1905     MONUMENTED       IBC
 TN1060  HISTORY     - 1957     GOOD             IBC
 TN1060
 TN1060                          STATION DESCRIPTION
 TN1060
 TN1060'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1060'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1060'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1060'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1060'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1060'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1060'MONUMENT.
 TN1060
 TN1060                          STATION RECOVERY (1957)
 TN1060
 TN1060'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1060'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1021 ***********************************************************************
 TN1021  DESIGNATION -  BOUNDARY MON 235 CD US
 TN1021  PID         -  TN1021
 TN1021  STATE/COUNTY-  MT/LINCOLN
 TN1021  USGS QUAD   -  
 TN1021
 TN1021                         *CURRENT SURVEY CONTROL
 TN1021  ___________________________________________________________________
 TN1021* NAD 83(1992)-  49 00 02.37293(N)    115 34 39.55829(W)     ADJUSTED  
 TN1021* NAVD 88     -      1644.9    (meters)    5397.     (feet)  VERTCON   
 TN1021  ___________________________________________________________________
 TN1021  X           -  -1,810,454.300 (meters)                     COMP
 TN1021  Y           -  -3,782,494.546 (meters)                     COMP
 TN1021  Z           -   4,791,836.401 (meters)                     COMP
 TN1021  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 TN1021  ELLIP HEIGHT-        1629.17  (meters)          (07/28/92) GPS OBS
 TN1021  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 TN1021
 TN1021  HORZ ORDER  -  FIRST
 TN1021  ELLP ORDER  -  FIFTH     CLASS I
 TN1021
 TN1021.The horizontal coordinates were established by GPS observations
 TN1021.and adjusted by the National Geodetic Survey in July 1992..
 TN1021
 TN1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN1021
 TN1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN1021
 TN1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1021
 TN1021.The ellipsoidal height was determined by GPS observations
 TN1021.and is referenced to NAD 83.
 TN1021
 TN1021.The geoid height was determined by GEOID03.
 TN1021
 TN1021;                    North         East     Units Scale Factor Converg.
 TN1021;SPC MT       -   545,185.594   155,738.887   MT  1.00000041   -4 26 45.0
 TN1021;SPC MT       - 1,788,666.65    510,954.35   iFT  1.00000041   -4 26 45.0
 TN1021;UTM  11      - 5,428,503.688   604,031.050   MT  0.99973295   +1 04 24.8
 TN1021
 TN1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1021!SPC MT       -   0.99974475  x   1.00000041  =   0.99974516
 TN1021!UTM  11      -   0.99974475  x   0.99973295  =   0.99947777
 TN1021
 TN1021:                Primary Azimuth Mark                     Grid Az
 TN1021:SPC MT       -  BOUNDARY MON 231 CD US                   274 36 15.5
 TN1021:UTM  11      -  BOUNDARY MON 231 CD US                   269 05 05.7
 TN1021
 TN1021|---------------------------------------------------------------------|
 TN1021| PID    Reference Object                     Distance      Geod. Az  |
 TN1021|                                                           dddmmss.s |
 TN1021| TN1057 BOUNDARY MON 231 CD US              APPROX. 5.7 KM 2700930.5 |
 TN1021|---------------------------------------------------------------------|
 TN1021
 TN1021                          SUPERSEDED SURVEY CONTROL
 TN1021
 TN1021  NAD 83(1986)-  49 00 02.37804(N)    115 34 39.55420(W) AD(       ) 1
 TN1021  NGVD 29 (08/25/89) 1643.7    (m)         5393.     (f) GPS OBS        
 TN1021
 TN1021.Superseded values are not recommended for survey control.
 TN1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1021.See file dsdata.txt to determine how the superseded data were derived.
 TN1021
 TN1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ0403128504(NAD 83)
 TN1021_MARKER: DU = BOUNDARY MARKER
 TN1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1021+STABILITY: POSITION/ELEVATION WELL
 TN1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1021+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 TN1021
 TN1021  HISTORY     - Date     Condition        Report By
 TN1021  HISTORY     - 1905     MONUMENTED       IBC
 TN1021  HISTORY     - 1905     GOOD             IBC
 TN1021  HISTORY     - 1957     GOOD             IBC
 TN1021  HISTORY     - 19880720 GOOD             NGS
 TN1021
 TN1021                          STATION DESCRIPTION
 TN1021
 TN1021'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1021'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1021'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1021'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1021'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1021'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1021'MONUMENT.
 TN1021
 TN1021                          STATION RECOVERY (1905)
 TN1021
 TN1021'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TN1021'RECOVERED IN GOOD CONDITION.
 TN1021
 TN1021                          STATION RECOVERY (1957)
 TN1021
 TN1021'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1021'STATION SEARCHED FOR AND RECOVERED.
 TN1021
 TN1021                          STATION RECOVERY (1988)
 TN1021
 TN1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN1021'THE MONUMENT IS LOCATED ABOUT 37.8 KM (23.50 MI) EAST-SOUTHEAST OF
 TN1021'YAHK, BRITISH COLUMBIA, 31.8 KM (19.75 MI) NORTHWEST OF REXFORD,
 TN1021'MONTANA AND 20.9 KM (13.00 MI) NORTHEAST OF YAAK, MONTANA.
 TN1021'TO REACH THE MONUMENT FROM THE INTERSECTION OF U.S. HIGHWAY 93 AND
 TN1021'STATE HIGHWAY 37 ABOUT 3.2 KM (2.00 MI) NORTH OF EUREKA, MONTANA, GO
 TN1021'WEST AND SOUTH ON STATE HIGHWAY 37 FOR 21.2 KM (13.15 MI) TO THE LAKE
 TN1021'KOOCANUSA BRIDGE ON THE RIGHT.  TURN RIGHT, CROSSING THE BRIDGE, AND
 TN1021'GO WEST FOR 0.8 KM (0.50 MI) TO A YIELD SIGN AT A T-INTERSECTION.
 TN1021'TURN RIGHT AND GO IN A NORTHERLY DIRECTION FOR 6.6 KM (4.10 MI) TO A
 TN1021'FORK.  KEEP THE LEFT FORK AND GO NORTHWESTERLY ON U.S. FOREST SERVICE
 TN1021'ROAD 92, SULLIVAN CREEK ROAD, FOR 35.2 KM (21.85 MI) TO FOREST
 TN1021'SERVICE ROAD 5821, GRUBSTAKE ROAD, ON THE RIGHT.  TURN RIGHT AND GO
 TN1021'NORTHERLY ON GRUBSTAKE ROAD FOR 12.7 KM (7.90 MI) TO A CLEARED AREA
 TN1021'AND END OF TRUCK TRAVEL.  THENCE BY ATV, CONTINUE NORTHWESTERLY
 TN1021'CROSSING OVER A FOREST SERVICE ROAD BURM CROSSING AND FOLLOW AN OLD
 TN1021'LOGGING ROAD NORTHERLY FOR 0.6 KM (0.35 MI) TO THE BOUNDARY.  TURN
 TN1021'LEFT AND FOLLOW ALONG THE BOUNDARY, WEST, FOR 0.2 KM (0.10 MI) TO THE
 TN1021'MONUMENT.
 TN1021'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.5 M
 TN1021'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE.
 TN1021'INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS IS --UNITED STATES--
 TN1021'ON THE SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  AN INSCRIPTION
 TN1021'READING --TREATY OF 1846 LINE ESTABLISHED 1857-1861 SURVEYED AND
 TN1021'MARKED 1903-1907-- IS IN RAISED, CAST LETTERS ON THE EAST SIDE OF THE
 TN1021'LOWER SECTION OF THE OBELISK.  A PLATE BEARING THE NUMBER --235-- IS
 TN1021'ATTACHED TO THE WEST SIDE OF THE OBELISK.
 TN1021'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TN1021'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1061 ***********************************************************************
 TN1061  DESIGNATION -  BOUNDARY MON 236 CD US
 TN1061  PID         -  TN1061
 TN1061  STATE/COUNTY-  MT/LINCOLN
 TN1061  USGS QUAD   -  
 TN1061
 TN1061                         *CURRENT SURVEY CONTROL
 TN1061  ___________________________________________________________________
 TN1061* NAD 83(1992)-  49 00 01.90390(N)    115 31 07.40957(W)     ADJUSTED  
 TN1061* NAVD 88     -       780.     (meters)    2559.     (feet)  SCALED    
 TN1061  ___________________________________________________________________
 TN1061  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 TN1061  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 TN1061
 TN1061  HORZ ORDER  -  THIRD
 TN1061
 TN1061.The horizontal coordinates were established by classical geodetic methods
 TN1061.and adjusted by the National Geodetic Survey in July 1992..
 TN1061
 TN1061.The orthometric height was scaled from a topographic map.
 TN1061
 TN1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1061
 TN1061.The geoid height was determined by GEOID03.
 TN1061
 TN1061;                    North         East     Units Scale Factor Converg.
 TN1061;SPC MT       -   544,838.515   160,036.899   MT  1.00000033   -4 24 09.8
 TN1061;SPC MT       - 1,787,527.94    525,055.44   iFT  1.00000033   -4 24 09.8
 TN1061;UTM  11      - 5,428,571.648   608,341.389   MT  0.99974420   +1 07 05.0
 TN1061
 TN1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1061!SPC MT       -   0.99988019  x   1.00000033  =   0.99988052
 TN1061!UTM  11      -   0.99988019  x   0.99974420  =   0.99962442
 TN1061
 TN1061:                Primary Azimuth Mark                     Grid Az
 TN1061:SPC MT       -  PURCELL                                  080 39 10.5
 TN1061:UTM  11      -  PURCELL                                  075 07 55.7
 TN1061
 TN1061|---------------------------------------------------------------------|
 TN1061| PID    Reference Object                     Distance      Geod. Az  |
 TN1061|                                                           dddmmss.s |
 TN1061| TN1101 PURCELL                             APPROX. 8.3 KM 0761500.7 |
 TN1061|---------------------------------------------------------------------|
 TN1061
 TN1061                          SUPERSEDED SURVEY CONTROL
 TN1061
 TN1061  NAD 83(1986)-  49 00 01.90871(N)    115 31 07.40942(W) AD(       ) 3
 TN1061
 TN1061.Superseded values are not recommended for survey control.
 TN1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1061.See file dsdata.txt to determine how the superseded data were derived.
 TN1061
 TN1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ0834128572(NAD 83)
 TN1061_MARKER: Z = SEE DESCRIPTION
 TN1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1061+STABILITY: SURFACE MOTION
 TN1061
 TN1061  HISTORY     - Date     Condition        Report By
 TN1061  HISTORY     - 1905     MONUMENTED       IBC
 TN1061  HISTORY     - 1957     GOOD             IBC
 TN1061
 TN1061                          STATION DESCRIPTION
 TN1061
 TN1061'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1061'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1061'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1061'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1061'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1061'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1061'MONUMENT.
 TN1061
 TN1061                          STATION RECOVERY (1957)
 TN1061
 TN1061'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1061'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1062 ***********************************************************************
 TN1062  DESIGNATION -  BOUNDARY MON 237 CD US
 TN1062  PID         -  TN1062
 TN1062  STATE/COUNTY-  MT/LINCOLN
 TN1062  USGS QUAD   -  
 TN1062
 TN1062                         *CURRENT SURVEY CONTROL
 TN1062  ___________________________________________________________________
 TN1062* NAD 83(1992)-  49 00 01.39265(N)    115 27 54.09222(W)     ADJUSTED  
 TN1062* NAVD 88     -      1829.     (meters)    6001.     (feet)  SCALED    
 TN1062  ___________________________________________________________________
 TN1062  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 TN1062  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 TN1062
 TN1062  HORZ ORDER  -  THIRD
 TN1062
 TN1062.The horizontal coordinates were established by classical geodetic methods
 TN1062.and adjusted by the National Geodetic Survey in July 1992..
 TN1062
 TN1062.The orthometric height was scaled from a topographic map.
 TN1062
 TN1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1062
 TN1062.The geoid height was determined by GEOID03.
 TN1062
 TN1062;                    North         East     Units Scale Factor Converg.
 TN1062;SPC MT       -   544,522.478   163,953.437   MT  1.00000024   -4 21 48.4
 TN1062;SPC MT       - 1,786,491.07    537,904.98   iFT  1.00000024   -4 21 48.4
 TN1062;UTM  11      - 5,428,633.900   612,269.178   MT  0.99975484   +1 09 30.9
 TN1062
 TN1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1062!SPC MT       -   0.99971578  x   1.00000024  =   0.99971602
 TN1062!UTM  11      -   0.99971578  x   0.99975484  =   0.99947069
 TN1062
 TN1062:                Primary Azimuth Mark                     Grid Az
 TN1062:SPC MT       -  CARIBOU                                  261 13 37.6
 TN1062:UTM  11      -  CARIBOU                                  255 42 18.3
 TN1062
 TN1062|---------------------------------------------------------------------|
 TN1062| PID    Reference Object                     Distance      Geod. Az  |
 TN1062|                                                           dddmmss.s |
 TN1062| TN1033 CARIBOU                             APPROX. 3.6 KM 2565149.2 |
 TN1062|---------------------------------------------------------------------|
 TN1062
 TN1062                          SUPERSEDED SURVEY CONTROL
 TN1062
 TN1062  NAD 83(1986)-  49 00 01.39789(N)    115 27 54.09230(W) AD(       ) 3
 TN1062
 TN1062.Superseded values are not recommended for survey control.
 TN1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1062.See file dsdata.txt to determine how the superseded data were derived.
 TN1062
 TN1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ1226928634(NAD 83)
 TN1062_MARKER: Z = SEE DESCRIPTION
 TN1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1062+STABILITY: SURFACE MOTION
 TN1062
 TN1062  HISTORY     - Date     Condition        Report By
 TN1062  HISTORY     - 1905     MONUMENTED       IBC
 TN1062  HISTORY     - 1957     GOOD             IBC
 TN1062
 TN1062                          STATION DESCRIPTION
 TN1062
 TN1062'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1062'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1062'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1062'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1062'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1062'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1062'MONUMENT.
 TN1062
 TN1062                          STATION RECOVERY (1957)
 TN1062
 TN1062'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1062'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1063 ***********************************************************************
 TN1063  DESIGNATION -  BOUNDARY MON 238 CD US
 TN1063  PID         -  TN1063
 TN1063  STATE/COUNTY-  MT/LINCOLN
 TN1063  USGS QUAD   -  
 TN1063
 TN1063                         *CURRENT SURVEY CONTROL
 TN1063  ___________________________________________________________________
 TN1063* NAD 83(1992)-  49 00 00.80261(N)    115 24 42.06628(W)     ADJUSTED  
 TN1063* NAVD 88     -      2098.     (meters)    6883.     (feet)  SCALED    
 TN1063  ___________________________________________________________________
 TN1063  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 TN1063  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 TN1063
 TN1063  HORZ ORDER  -  THIRD
 TN1063
 TN1063.The horizontal coordinates were established by classical geodetic methods
 TN1063.and adjusted by the National Geodetic Survey in July 1992..
 TN1063
 TN1063.The orthometric height was scaled from a topographic map.
 TN1063
 TN1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1063
 TN1063.The geoid height was determined by GEOID03.
 TN1063
 TN1063;                    North         East     Units Scale Factor Converg.
 TN1063;SPC MT       -   544,208.677   167,843.844   MT  1.00000014   -4 19 27.9
 TN1063;SPC MT       - 1,785,461.54    550,668.78   iFT  1.00000014   -4 19 27.9
 TN1063;UTM  11      - 5,428,695.951   616,170.791   MT  0.99976579   +1 11 55.9
 TN1063
 TN1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1063!SPC MT       -   0.99967377  x   1.00000014  =   0.99967390
 TN1063!UTM  11      -   0.99967377  x   0.99976579  =   0.99943963
 TN1063
 TN1063:                Primary Azimuth Mark                     Grid Az
 TN1063:SPC MT       -  BOUNDARY MON 239 CD US                   094 36 40.1
 TN1063:UTM  11      -  BOUNDARY MON 239 CD US                   089 05 16.3
 TN1063
 TN1063|---------------------------------------------------------------------|
 TN1063| PID    Reference Object                     Distance      Geod. Az  |
 TN1063|                                                           dddmmss.s |
 TN1063| TN1064 BOUNDARY MON 239 CD US              APPROX. 3.8 KM 0901712.2 |
 TN1063|---------------------------------------------------------------------|
 TN1063
 TN1063                          SUPERSEDED SURVEY CONTROL
 TN1063
 TN1063  NAD 83(1986)-  49 00 00.80793(N)    115 24 42.06441(W) AD(       ) 3
 TN1063
 TN1063.Superseded values are not recommended for survey control.
 TN1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1063.See file dsdata.txt to determine how the superseded data were derived.
 TN1063
 TN1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ1617128696(NAD 83)
 TN1063_MARKER: Z = SEE DESCRIPTION
 TN1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1063+STABILITY: SURFACE MOTION
 TN1063
 TN1063  HISTORY     - Date     Condition        Report By
 TN1063  HISTORY     - 1905     MONUMENTED       IBC
 TN1063  HISTORY     - 1957     GOOD             IBC
 TN1063
 TN1063                          STATION DESCRIPTION
 TN1063
 TN1063'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1063'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1063'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1063'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1063'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1063'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1063'MONUMENT.
 TN1063
 TN1063                          STATION RECOVERY (1957)
 TN1063
 TN1063'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1063'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1064 ***********************************************************************
 TN1064  DESIGNATION -  BOUNDARY MON 239 CD US
 TN1064  PID         -  TN1064
 TN1064  STATE/COUNTY-  MT/LINCOLN
 TN1064  USGS QUAD   -  
 TN1064
 TN1064                         *CURRENT SURVEY CONTROL
 TN1064  ___________________________________________________________________
 TN1064* NAD 83(1992)-  49 00 00.14306(N)    115 21 34.60618(W)     ADJUSTED  
 TN1064* NAVD 88     -      1768.     (meters)    5801.     (feet)  SCALED    
 TN1064  ___________________________________________________________________
 TN1064  LAPLACE CORR-         -15.67  (seconds)                    DEFLEC99
 TN1064  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TN1064
 TN1064  HORZ ORDER  -  THIRD
 TN1064
 TN1064.The horizontal coordinates were established by classical geodetic methods
 TN1064.and adjusted by the National Geodetic Survey in July 1992..
 TN1064
 TN1064.The orthometric height was scaled from a topographic map.
 TN1064
 TN1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1064
 TN1064.The geoid height was determined by GEOID03.
 TN1064
 TN1064;                    North         East     Units Scale Factor Converg.
 TN1064;SPC MT       -   543,902.319   171,641.773   MT  1.00000002   -4 17 10.8
 TN1064;SPC MT       - 1,784,456.43    563,129.18   iFT  1.00000002   -4 17 10.8
 TN1064;UTM  11      - 5,428,756.593   619,979.701   MT  0.99977684   +1 14 17.4
 TN1064
 TN1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1064!SPC MT       -   0.99972537  x   1.00000002  =   0.99972539
 TN1064!UTM  11      -   0.99972537  x   0.99977684  =   0.99950227
 TN1064
 TN1064:                Primary Azimuth Mark                     Grid Az
 TN1064:SPC MT       -  YAAK                                     230 35 19.8
 TN1064:UTM  11      -  YAAK                                     225 03 51.6
 TN1064
 TN1064|---------------------------------------------------------------------|
 TN1064| PID    Reference Object                     Distance      Geod. Az  |
 TN1064|                                                           dddmmss.s |
 TN1064| TN0901 YAAK                                APPROX. 5.3 KM 2261809.0 |
 TN1064|---------------------------------------------------------------------|
 TN1064
 TN1064                          SUPERSEDED SURVEY CONTROL
 TN1064
 TN1064  NAD 83(1986)-  49 00 00.14867(N)    115 21 34.60213(W) AD(       ) 3
 TN1064
 TN1064.Superseded values are not recommended for survey control.
 TN1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1064.See file dsdata.txt to determine how the superseded data were derived.
 TN1064
 TN1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ1998028757(NAD 83)
 TN1064_MARKER: Z = SEE DESCRIPTION
 TN1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1064+STABILITY: SURFACE MOTION
 TN1064
 TN1064  HISTORY     - Date     Condition        Report By
 TN1064  HISTORY     - 1905     MONUMENTED       IBC
 TN1064  HISTORY     - 1957     GOOD             IBC
 TN1064
 TN1064                          STATION DESCRIPTION
 TN1064
 TN1064'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1064'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1064'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1064'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1064'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1064'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1064'MONUMENT.
 TN1064
 TN1064                          STATION RECOVERY (1957)
 TN1064
 TN1064'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1064'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1022 ***********************************************************************
 TN1022  DESIGNATION -  BOUNDARY MON 240 CD US
 TN1022  PID         -  TN1022
 TN1022  STATE/COUNTY-  MT/LINCOLN
 TN1022  USGS QUAD   -  RED MOUNTAIN (1983)
 TN1022
 TN1022                         *CURRENT SURVEY CONTROL
 TN1022  ___________________________________________________________________
 TN1022* NAD 83(1992)-  48 59 59.23762(N)    115 17 51.65553(W)     ADJUSTED  
 TN1022* NAVD 88     -      1373.4    (meters)    4506.     (feet)  VERTCON   
 TN1022  ___________________________________________________________________
 TN1022  X           -  -1,791,904.935 (meters)                     COMP
 TN1022  Y           -  -3,791,201.155 (meters)                     COMP
 TN1022  Z           -   4,791,567.992 (meters)                     COMP
 TN1022  LAPLACE CORR-         -18.69  (seconds)                    DEFLEC99
 TN1022  ELLIP HEIGHT-        1357.74  (meters)          (07/28/92) GPS OBS
 TN1022  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TN1022
 TN1022  HORZ ORDER  -  FIRST
 TN1022  ELLP ORDER  -  FIFTH     CLASS I
 TN1022
 TN1022.The horizontal coordinates were established by GPS observations
 TN1022.and adjusted by the National Geodetic Survey in July 1992..
 TN1022
 TN1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN1022
 TN1022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN1022
 TN1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1022
 TN1022.The ellipsoidal height was determined by GPS observations
 TN1022.and is referenced to NAD 83.
 TN1022
 TN1022.The geoid height was determined by GEOID03.
 TN1022
 TN1022;                    North         East     Units Scale Factor Converg.
 TN1022;SPC MT       -   543,537.517   176,158.742   MT  0.99999987   -4 14 27.7
 TN1022;SPC MT       - 1,783,259.57    577,948.63   iFT  0.99999987   -4 14 27.7
 TN1022;UTM  11      - 5,428,828.382   624,509.828   MT  0.99979045   +1 17 05.7
 TN1022
 TN1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1022!SPC MT       -   0.99978727  x   0.99999987  =   0.99978714
 TN1022!UTM  11      -   0.99978727  x   0.99979045  =   0.99957776
 TN1022
 TN1022:                Primary Azimuth Mark                     Grid Az
 TN1022:SPC MT       -  YAAK                                     250 46 04.1
 TN1022:UTM  11      -  YAAK                                     245 14 30.7
 TN1022
 TN1022|---------------------------------------------------------------------|
 TN1022| PID    Reference Object                     Distance      Geod. Az  |
 TN1022|                                                           dddmmss.s |
 TN1022| TN0901 YAAK                                APPROX. 9.1 KM 2463136.4 |
 TN1022|---------------------------------------------------------------------|
 TN1022
 TN1022                          SUPERSEDED SURVEY CONTROL
 TN1022
 TN1022  NAD 83(1986)-  48 59 59.24428(N)    115 17 51.65261(W) AD(       ) 1
 TN1022  NGVD 29 (08/25/89) 1372.2    (m)         4502.     (f) GPS OBS        
 TN1022
 TN1022.Superseded values are not recommended for survey control.
 TN1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1022.See file dsdata.txt to determine how the superseded data were derived.
 TN1022
 TN1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ2451028828(NAD 83)
 TN1022_MARKER: DU = BOUNDARY MARKER
 TN1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1022+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 TN1022
 TN1022  HISTORY     - Date     Condition        Report By
 TN1022  HISTORY     - 1905     MONUMENTED       IBC
 TN1022  HISTORY     - 1905     GOOD             IBC
 TN1022  HISTORY     - 1957     GOOD             IBC
 TN1022  HISTORY     - 19880801 GOOD             NGS
 TN1022
 TN1022                          STATION DESCRIPTION
 TN1022
 TN1022'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1022'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1022'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1022'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1022'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1022'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1022'MONUMENT.
 TN1022
 TN1022                          STATION RECOVERY (1905)
 TN1022
 TN1022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TN1022'RECOVERED IN GOOD CONDITION.
 TN1022
 TN1022                          STATION RECOVERY (1957)
 TN1022
 TN1022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1022'STATION SEARCHED FOR AND RECOVERED.
 TN1022
 TN1022                          STATION RECOVERY (1988)
 TN1022
 TN1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN1022'THE MONUMENT IS LOCATED ABOUT 24.2 KM (15.05 MI) NORTHWEST OF EUREKA
 TN1022'AND ABOUT 7.6 KM (4.70 MI) WEST OF LAKE KOOCANUSA.
 TN1022'TO REACH THE MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 TN1022'HIGHWAY 37 AT THE NORTH EDGE OF EUREKA, GO WEST AND SOUTH ON STATE
 TN1022'HIGHWAY 37 FOR 21.2 KM (13.15 MI) TO THE LAKE KOOCANUSA BRIDGE ON THE
 TN1022'RIGHT.  TURN RIGHT, CROSSING THE BRIDGE, AND GO WEST FOR 0.8 KM
 TN1022'(0.50 MI) TO A YIELD SIGN AT A T-INTERSECTION.  TURN RIGHT AND GO IN A
 TN1022'NORTHERLY DIRECTION FOR 6.6 KM (4.10 MI) TO A FORK.  KEEP THE RIGHT
 TN1022'FORK AND CONTINUE IN A NORTHERLY DIRECTION FOR 3.4 KM (2.10 MI) TO
 TN1022'WEST KOOTENAI ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON FOREST
 TN1022'SERVICE ROAD 470 FOR 6.8 KM (4.25 MI) TO FOREST SERVICE ROAD 303 ON
 TN1022'THE RIGHT.  TURN RIGHT AND FOLLOW FOREST SERVICE ROAD 303 IN A
 TN1022'NORTHERLY DIRECTION FOR 3.8 KM (2.35 MI) TO A SIDE ROAD LEFT JUST
 TN1022'AFTER CROSSING YOUNG CREEK.  CONTINUE STRAIGHT AHEAD ON FOREST
 TN1022'SERVICE ROAD 303 FOR 7.1 KM (4.40 MI) TO WHERE THE ROAD MAKES A SHARP
 TN1022'TURN TO THE SOUTHWEST.  THE MONUMENT IS ABOUT 30.5 M (100.1 FT) NORTH
 TN1022'AND 91.4 M (299.9 FT) WEST OF THIS POINT.
 TN1022'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.5 M
 TN1022'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TN1022'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TN1022'LETTERS IS --UNITED STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE
 TN1022'NORTH SIDE.  AN INSCRIPTION READING --TREATY OF 1846 LINE ESTABLISHED
 TN1022'1857-1861 SURVEYED AND MARKED 1903-1907-- IS IN RAISED, CAST LETTERS
 TN1022'ON THE LOWER SECTION OF THE EAST SIDE OF THE OBELISK.  A PLATE
 TN1022'BEARING THE NUMBER --240-- IS ATTACHED TO THE WEST FACE OF THE
 TN1022'OBELISK.
 TN1022'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TN1022'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1065 ***********************************************************************
 TN1065  DESIGNATION -  BOUNDARY MON 241 CD US
 TN1065  PID         -  TN1065
 TN1065  STATE/COUNTY-  MT/LINCOLN
 TN1065  USGS QUAD   -  RED MOUNTAIN (1983)
 TN1065
 TN1065                         *CURRENT SURVEY CONTROL
 TN1065  ___________________________________________________________________
 TN1065* NAD 83(1992)-  48 59 58.67055(N)    115 15 45.19225(W)     ADJUSTED  
 TN1065* NAVD 88     -       922.     (meters)    3025.     (feet)  SCALED    
 TN1065  ___________________________________________________________________
 TN1065  LAPLACE CORR-         -16.61  (seconds)                    DEFLEC99
 TN1065  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 TN1065
 TN1065  HORZ ORDER  -  THIRD
 TN1065
 TN1065.The horizontal coordinates were established by classical geodetic methods
 TN1065.and adjusted by the National Geodetic Survey in July 1992..
 TN1065.No horizontal observational check was made to the station.
 TN1065
 TN1065.The orthometric height was scaled from a topographic map.
 TN1065
 TN1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1065
 TN1065.The geoid height was determined by GEOID03.
 TN1065
 TN1065;                    North         East     Units Scale Factor Converg.
 TN1065;SPC MT       -   543,330.532   178,720.899   MT  0.99999977   -4 12 55.2
 TN1065;SPC MT       - 1,782,580.49    586,354.66   iFT  0.99999977   -4 12 55.2
 TN1065;UTM  11      - 5,428,869.095   627,079.481   MT  0.99979839   +1 18 41.2
 TN1065
 TN1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1065!SPC MT       -   0.99985793  x   0.99999977  =   0.99985770
 TN1065!UTM  11      -   0.99985793  x   0.99979839  =   0.99965635
 TN1065
 TN1065                          SUPERSEDED SURVEY CONTROL
 TN1065
 TN1065  NAD 83(1986)-  48 59 58.67726(N)    115 15 45.18621(W) AD(       ) 3
 TN1065
 TN1065.Superseded values are not recommended for survey control.
 TN1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1065.See file dsdata.txt to determine how the superseded data were derived.
 TN1065
 TN1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ2707928869(NAD 83)
 TN1065_MARKER: Z = SEE DESCRIPTION
 TN1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1065_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1065+STABILITY: SURFACE MOTION
 TN1065
 TN1065  HISTORY     - Date     Condition        Report By
 TN1065  HISTORY     - 1905     MONUMENTED       IBC
 TN1065  HISTORY     - 1970     GOOD             IBC
 TN1065
 TN1065                          STATION DESCRIPTION
 TN1065
 TN1065'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1065'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1065'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1065'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1065'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1065'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1065'MONUMENT.
 TN1065
 TN1065                          STATION RECOVERY (1970)
 TN1065
 TN1065'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TN1065'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1066 ***********************************************************************
 TN1066  DESIGNATION -  BOUNDARY MON 242 CD US
 TN1066  PID         -  TN1066
 TN1066  STATE/COUNTY-  MT/LINCOLN
 TN1066  USGS QUAD   -  REXFORD (1983)
 TN1066
 TN1066                         *CURRENT SURVEY CONTROL
 TN1066  ___________________________________________________________________
 TN1066* NAD 83(1992)-  48 59 58.69398(N)    115 13 40.94103(W)     ADJUSTED  
 TN1066* NAVD 88     -       900.     (meters)    2953.     (feet)  SCALED    
 TN1066  ___________________________________________________________________
 TN1066  LAPLACE CORR-         -11.77  (seconds)                    DEFLEC99
 TN1066  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 TN1066
 TN1066  HORZ ORDER  -  THIRD
 TN1066
 TN1066.The horizontal coordinates were established by classical geodetic methods
 TN1066.and adjusted by the National Geodetic Survey in July 1992..
 TN1066
 TN1066.The orthometric height was scaled from a topographic map.
 TN1066
 TN1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1066
 TN1066.The geoid height was determined by GEOID03.
 TN1066
 TN1066;                    North         East     Units Scale Factor Converg.
 TN1066;SPC MT       -   543,146.172   181,239.646   MT  0.99999978   -4 11 24.3
 TN1066;SPC MT       - 1,781,975.63    594,618.26   iFT  0.99999978   -4 11 24.3
 TN1066;UTM  11      - 5,428,928.182   629,603.777   MT  0.99980635   +1 20 15.0
 TN1066
 TN1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1066!SPC MT       -   0.99986148  x   0.99999978  =   0.99986126
 TN1066!UTM  11      -   0.99986148  x   0.99980635  =   0.99966785
 TN1066
 TN1066:                Primary Azimuth Mark                     Grid Az
 TN1066:SPC MT       -  GATEWAY                                  090 22 38.0
 TN1066:UTM  11      -  GATEWAY                                  084 50 58.7
 TN1066
 TN1066|---------------------------------------------------------------------|
 TN1066| PID    Reference Object                     Distance      Geod. Az  |
 TN1066|                                                           dddmmss.s |
 TN1066| TN1036 GATEWAY                             APPROX. 4.2 KM 0861113.7 |
 TN1066|---------------------------------------------------------------------|
 TN1066
 TN1066                          SUPERSEDED SURVEY CONTROL
 TN1066
 TN1066  NAD 83(1986)-  48 59 58.70085(N)    115 13 40.93519(W) AD(       ) 3
 TN1066
 TN1066.Superseded values are not recommended for survey control.
 TN1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1066.See file dsdata.txt to determine how the superseded data were derived.
 TN1066
 TN1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ2960428928(NAD 83)
 TN1066_MARKER: Z = SEE DESCRIPTION
 TN1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1066+STABILITY: SURFACE MOTION
 TN1066
 TN1066  HISTORY     - Date     Condition        Report By
 TN1066  HISTORY     - 1905     MONUMENTED       IBC
 TN1066  HISTORY     - 1970     GOOD             IBC
 TN1066
 TN1066                          STATION DESCRIPTION
 TN1066
 TN1066'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1066'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1066'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1066'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1066'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1066'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1066'MONUMENT.
 TN1066
 TN1066                          STATION RECOVERY (1970)
 TN1066
 TN1066'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TN1066'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1067 ***********************************************************************
 TN1067  DESIGNATION -  BOUNDARY MON 243 CD US
 TN1067  PID         -  TN1067
 TN1067  STATE/COUNTY-  MT/LINCOLN
 TN1067  USGS QUAD   -  REXFORD (1983)
 TN1067
 TN1067                         *CURRENT SURVEY CONTROL
 TN1067  ___________________________________________________________________
 TN1067* NAD 83(1992)-  48 59 58.65569(N)    115 11 00.12558(W)     ADJUSTED  
 TN1067* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 TN1067  ___________________________________________________________________
 TN1067  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 TN1067  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TN1067
 TN1067  HORZ ORDER  -  THIRD
 TN1067
 TN1067.The horizontal coordinates were established by classical geodetic methods
 TN1067.and adjusted by the National Geodetic Survey in July 1992..
 TN1067
 TN1067.The orthometric height was scaled from a topographic map.
 TN1067
 TN1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1067
 TN1067.The geoid height was determined by GEOID03.
 TN1067
 TN1067;                    North         East     Units Scale Factor Converg.
 TN1067;SPC MT       -   542,907.094   184,499.569   MT  0.99999977   -4 09 26.7
 TN1067;SPC MT       - 1,781,191.25    605,313.55   iFT  0.99999977   -4 09 26.7
 TN1067;UTM  11      - 5,429,004.243   632,870.954   MT  0.99981688   +1 22 16.4
 TN1067
 TN1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1067!SPC MT       -   0.99989248  x   0.99999977  =   0.99989225
 TN1067!UTM  11      -   0.99989248  x   0.99981688  =   0.99970938
 TN1067
 TN1067:                Primary Azimuth Mark                     Grid Az
 TN1067:SPC MT       -  GATEWAY                                  077 43 28.1
 TN1067:UTM  11      -  GATEWAY                                  072 11 45.0
 TN1067
 TN1067|---------------------------------------------------------------------|
 TN1067| PID    Reference Object                     Distance      Geod. Az  |
 TN1067|                                                           dddmmss.s |
 TN1067| TN1036 GATEWAY                             APPROX. 1.0 KM 0733401.4 |
 TN1067|---------------------------------------------------------------------|
 TN1067
 TN1067                          SUPERSEDED SURVEY CONTROL
 TN1067
 TN1067  NAD 83(1986)-  48 59 58.66280(N)    115 11 00.12423(W) AD(       ) 3
 TN1067
 TN1067.Superseded values are not recommended for survey control.
 TN1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1067.See file dsdata.txt to determine how the superseded data were derived.
 TN1067
 TN1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3287129004(NAD 83)
 TN1067_MARKER: Z = SEE DESCRIPTION
 TN1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1067+STABILITY: SURFACE MOTION
 TN1067
 TN1067  HISTORY     - Date     Condition        Report By
 TN1067  HISTORY     - 1905     MONUMENTED       IBC
 TN1067  HISTORY     - 1970     GOOD             IBC
 TN1067  HISTORY     - 1971     GOOD             IBC
 TN1067
 TN1067                          STATION DESCRIPTION
 TN1067
 TN1067'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1067'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1067'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1067'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1067'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1067'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1067'MONUMENT.
 TN1067
 TN1067                          STATION RECOVERY (1970)
 TN1067
 TN1067'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TN1067'STATION SEARCHED FOR AND RECOVERED.
 TN1067
 TN1067                          STATION RECOVERY (1971)
 TN1067
 TN1067'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1067'PLAQUES ATTACHED TO MONUMENT 243-70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1068 ***********************************************************************
 TN1068  DESIGNATION -  BOUNDARY MON 243 RESET
 TN1068  PID         -  TN1068
 TN1068  STATE/COUNTY-  MT/LINCOLN
 TN1068  USGS QUAD   -  REXFORD (1983)
 TN1068
 TN1068                         *CURRENT SURVEY CONTROL
 TN1068  ___________________________________________________________________
 TN1068* NAD 83(1992)-  48 59 58.66744(N)    115 11 32.83086(W)     ADJUSTED  
 TN1068* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 TN1068  ___________________________________________________________________
 TN1068  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 TN1068  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 TN1068
 TN1068  HORZ ORDER  -  THIRD
 TN1068
 TN1068.The horizontal coordinates were established by classical geodetic methods
 TN1068.and adjusted by the National Geodetic Survey in July 1992..
 TN1068
 TN1068.The orthometric height was scaled from a topographic map.
 TN1068
 TN1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1068
 TN1068.The geoid height was determined by GEOID03.
 TN1068
 TN1068;                    North         East     Units Scale Factor Converg.
 TN1068;SPC MT       -   542,955.688   183,836.592   MT  0.99999977   -4 09 50.6
 TN1068;SPC MT       - 1,781,350.68    603,138.43   iFT  0.99999977   -4 09 50.6
 TN1068;UTM  11      - 5,428,988.741   632,206.502   MT  0.99981472   +1 21 51.7
 TN1068
 TN1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1068!SPC MT       -   0.99989248  x   0.99999977  =   0.99989225
 TN1068!UTM  11      -   0.99989248  x   0.99981472  =   0.99970722
 TN1068
 TN1068                          SUPERSEDED SURVEY CONTROL
 TN1068
 TN1068  NAD 83(1986)-  48 59 58.67450(N)    115 11 32.82912(W) AD(       ) 3
 TN1068
 TN1068.Superseded values are not recommended for survey control.
 TN1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1068.See file dsdata.txt to determine how the superseded data were derived.
 TN1068
 TN1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3220728989(NAD 83)
 TN1068_MARKER: Z = SEE DESCRIPTION
 TN1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1068+STABILITY: SURFACE MOTION
 TN1068
 TN1068  HISTORY     - Date     Condition        Report By
 TN1068  HISTORY     - 1970     MONUMENTED       IBC
 TN1068  HISTORY     - 1975     GOOD             IBC
 TN1068
 TN1068                          STATION DESCRIPTION
 TN1068
 TN1068'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1970 (FXP)
 TN1068'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1068'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1068'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1068'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1068'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1068'MONUMENT.
 TN1068
 TN1068                          STATION RECOVERY (1975)
 TN1068
 TN1068'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TN1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1069 ***********************************************************************
 TN1069  DESIGNATION -  BOUNDARY MON 244 CD US
 TN1069  PID         -  TN1069
 TN1069  STATE/COUNTY-  MT/LINCOLN
 TN1069  USGS QUAD   -  REXFORD (1983)
 TN1069
 TN1069                         *CURRENT SURVEY CONTROL
 TN1069  ___________________________________________________________________
 TN1069* NAD 83(1992)-  48 59 58.65536(N)    115 10 20.34709(W)     ADJUSTED  
 TN1069* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 TN1069  ___________________________________________________________________
 TN1069  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 TN1069  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TN1069
 TN1069  HORZ ORDER  -  THIRD
 TN1069
 TN1069.The horizontal coordinates were established by classical geodetic methods
 TN1069.and adjusted by the National Geodetic Survey in July 1992..
 TN1069
 TN1069.The orthometric height was scaled from a topographic map.
 TN1069
 TN1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1069
 TN1069.The geoid height was determined by GEOID03.
 TN1069
 TN1069;                    North         East     Units Scale Factor Converg.
 TN1069;SPC MT       -   542,848.526   185,305.968   MT  0.99999977   -4 08 57.6
 TN1069;SPC MT       - 1,780,999.10    607,959.21   iFT  0.99999977   -4 08 57.6
 TN1069;UTM  11      - 5,429,023.636   633,679.098   MT  0.99981953   +1 22 46.4
 TN1069
 TN1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1069!SPC MT       -   0.99988778  x   0.99999977  =   0.99988755
 TN1069!UTM  11      -   0.99988778  x   0.99981953  =   0.99970733
 TN1069
 TN1069|---------------------------------------------------------------------|
 TN1069| PID    Reference Object                     Distance      Geod. Az  |
 TN1069|                                                           dddmmss.s |
 TN1069| TN1036 GATEWAY                             315.758 METERS 02710     |
 TN1069| TN1049 BOUNDARY MON 244 ASTRO PIER          56.604 METERS 08955     |
 TN1069| TN1038 GATEWAY NORTH BASE                  APPROX. 0.8 KM 1784739.4 |
 TN1069|---------------------------------------------------------------------|
 TN1069
 TN1069                          SUPERSEDED SURVEY CONTROL
 TN1069
 TN1069  NAD 83(1986)-  48 59 58.66254(N)    115 10 20.34625(W) AD(       ) 3
 TN1069
 TN1069.Superseded values are not recommended for survey control.
 TN1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1069.See file dsdata.txt to determine how the superseded data were derived.
 TN1069
 TN1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3367929024(NAD 83)
 TN1069_MARKER: Z = SEE DESCRIPTION
 TN1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1069+STABILITY: SURFACE MOTION
 TN1069
 TN1069  HISTORY     - Date     Condition        Report By
 TN1069  HISTORY     - 1905     MONUMENTED       IBC
 TN1069  HISTORY     - 1970     GOOD             IBC
 TN1069  HISTORY     - 1971     GOOD             IBC
 TN1069
 TN1069                          STATION DESCRIPTION
 TN1069
 TN1069'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1069'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1069'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1069'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1069'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1069'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1069'MONUMENT.
 TN1069
 TN1069                          STATION RECOVERY (1970)
 TN1069
 TN1069'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TN1069'STATION SEARCHED FOR AND RECOVERED.
 TN1069
 TN1069                          STATION RECOVERY (1971)
 TN1069
 TN1069'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1069'PLAQUES ATTACHED TO MONUMENT 244-70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1070 ***********************************************************************
 TN1070  DESIGNATION -  BOUNDARY MON 244 RESET
 TN1070  PID         -  TN1070
 TN1070  STATE/COUNTY-  MT/LINCOLN
 TN1070  USGS QUAD   -  REXFORD (1983)
 TN1070
 TN1070                         *CURRENT SURVEY CONTROL
 TN1070  ___________________________________________________________________
 TN1070* NAD 83(1992)-  48 59 58.65405(N)    115 10 13.02975(W)     ADJUSTED  
 TN1070* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 TN1070  ___________________________________________________________________
 TN1070  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 TN1070  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TN1070
 TN1070  HORZ ORDER  -  THIRD
 TN1070
 TN1070.The horizontal coordinates were established by classical geodetic methods
 TN1070.and adjusted by the National Geodetic Survey in July 1992..
 TN1070
 TN1070.The orthometric height was scaled from a topographic map.
 TN1070
 TN1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1070
 TN1070.The geoid height was determined by GEOID03.
 TN1070
 TN1070;                    North         East     Units Scale Factor Converg.
 TN1070;SPC MT       -   542,837.726   185,454.305   MT  0.99999977   -4 08 52.2
 TN1070;SPC MT       - 1,780,963.67    608,445.88   iFT  0.99999977   -4 08 52.2
 TN1070;UTM  11      - 5,429,027.178   633,827.759   MT  0.99982002   +1 22 52.0
 TN1070
 TN1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1070!SPC MT       -   0.99988543  x   0.99999977  =   0.99988520
 TN1070!UTM  11      -   0.99988543  x   0.99982002  =   0.99970547
 TN1070
 TN1070                          SUPERSEDED SURVEY CONTROL
 TN1070
 TN1070  NAD 83(1986)-  48 59 58.66124(N)    115 10 13.02902(W) AD(       ) 3
 TN1070
 TN1070.Superseded values are not recommended for survey control.
 TN1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1070.See file dsdata.txt to determine how the superseded data were derived.
 TN1070
 TN1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3382829027(NAD 83)
 TN1070_MARKER: Z = SEE DESCRIPTION
 TN1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1070+STABILITY: SURFACE MOTION
 TN1070
 TN1070  HISTORY     - Date     Condition        Report By
 TN1070  HISTORY     - 1970     MONUMENTED       IBC
 TN1070  HISTORY     - 1975     GOOD             IBC
 TN1070
 TN1070                          STATION DESCRIPTION
 TN1070
 TN1070'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1970 (FXP)
 TN1070'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1070'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1070'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1070'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1070'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1070'MONUMENT.
 TN1070
 TN1070                          STATION RECOVERY (1975)
 TN1070
 TN1070'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TN1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1071 ***********************************************************************
 TN1071  DESIGNATION -  BOUNDARY MON 245 CD US
 TN1071  PID         -  TN1071
 TN1071  STATE/COUNTY-  MT/LINCOLN
 TN1071  USGS QUAD   -  REXFORD (1983)
 TN1071
 TN1071                         *CURRENT SURVEY CONTROL
 TN1071  ___________________________________________________________________
 TN1071* NAD 83(1992)-  48 59 58.65427(N)    115 10 00.59855(W)     ADJUSTED  
 TN1071* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 TN1071  ___________________________________________________________________
 TN1071  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 TN1071  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TN1071
 TN1071  HORZ ORDER  -  THIRD
 TN1071
 TN1071.The horizontal coordinates were established by classical geodetic methods
 TN1071.and adjusted by the National Geodetic Survey in July 1992..
 TN1071
 TN1071.The orthometric height was scaled from a topographic map.
 TN1071
 TN1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1071
 TN1071.The geoid height was determined by GEOID03.
 TN1071
 TN1071;                    North         East     Units Scale Factor Converg.
 TN1071;SPC MT       -   542,819.462   185,706.317   MT  0.99999977   -4 08 43.1
 TN1071;SPC MT       - 1,780,903.75    609,272.69   iFT  0.99999977   -4 08 43.1
 TN1071;UTM  11      - 5,429,033.279   634,080.312   MT  0.99982085   +1 23 01.3
 TN1071
 TN1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1071!SPC MT       -   0.99988543  x   0.99999977  =   0.99988520
 TN1071!UTM  11      -   0.99988543  x   0.99982085  =   0.99970630
 TN1071
 TN1071:                Primary Azimuth Mark                     Grid Az
 TN1071:SPC MT       -  BOWDICH                                  136 01 59.8
 TN1071:UTM  11      -  BOWDICH                                  130 30 15.4
 TN1071
 TN1071|---------------------------------------------------------------------|
 TN1071| PID    Reference Object                     Distance      Geod. Az  |
 TN1071|                                                           dddmmss.s |
 TN1071| TN1030 BOWDICH                             APPROX. 1.1 KM 1315316.7 |
 TN1071| TN1037 GATEWAY AZI STATION                 180.621 METERS 27001     |
 TN1071| TN1036 GATEWAY                             380.894 METERS 31732     |
 TN1071|---------------------------------------------------------------------|
 TN1071
 TN1071                          SUPERSEDED SURVEY CONTROL
 TN1071
 TN1071  NAD 83(1986)-  48 59 58.66148(N)    115 10 00.59798(W) AD(       ) 3
 TN1071
 TN1071.Superseded values are not recommended for survey control.
 TN1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1071.See file dsdata.txt to determine how the superseded data were derived.
 TN1071
 TN1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3408029033(NAD 83)
 TN1071_MARKER: Z = SEE DESCRIPTION
 TN1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1071_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1071+STABILITY: SURFACE MOTION
 TN1071
 TN1071  HISTORY     - Date     Condition        Report By
 TN1071  HISTORY     - 1905     MONUMENTED       IBC
 TN1071  HISTORY     - 1970     GOOD             IBC
 TN1071
 TN1071                          STATION DESCRIPTION
 TN1071
 TN1071'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1071'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1071'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1071'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1071'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1071'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1071'MONUMENT.
 TN1071
 TN1071                          STATION RECOVERY (1970)
 TN1071
 TN1071'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TN1071'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1072 ***********************************************************************
 TN1072  DESIGNATION -  BOUNDARY MON 246 CD US
 TN1072  PID         -  TN1072
 TN1072  STATE/COUNTY-  MT/LINCOLN
 TN1072  USGS QUAD   -  EUREKA NORTH (1983)
 TN1072
 TN1072                         *CURRENT SURVEY CONTROL
 TN1072  ___________________________________________________________________
 TN1072* NAD 83(1992)-  48 59 58.69943(N)    115 06 31.89307(W)     ADJUSTED  
 TN1072* NAVD 88     -       823.     (meters)    2700.     (feet)  SCALED    
 TN1072  ___________________________________________________________________
 TN1072  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 TN1072  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 TN1072
 TN1072  HORZ ORDER  -  THIRD
 TN1072
 TN1072.The horizontal coordinates were established by classical geodetic methods
 TN1072.and adjusted by the National Geodetic Survey in July 1992..
 TN1072
 TN1072.The orthometric height was scaled from a topographic map.
 TN1072
 TN1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1072
 TN1072.The geoid height was determined by GEOID03.
 TN1072
 TN1072;                    North         East     Units Scale Factor Converg.
 TN1072;SPC MT       -   542,515.776   189,937.506   MT  0.99999978   -4 06 10.5
 TN1072;SPC MT       - 1,779,907.40    623,154.55   iFT  0.99999978   -4 06 10.5
 TN1072;UTM  11      - 5,429,138.713   638,320.346   MT  0.99983504   +1 25 38.9
 TN1072
 TN1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1072!SPC MT       -   0.99987352  x   0.99999978  =   0.99987330
 TN1072!UTM  11      -   0.99987352  x   0.99983504  =   0.99970858
 TN1072
 TN1072:                Primary Azimuth Mark                     Grid Az
 TN1072:SPC MT       -  SCOTT                                    076 11 23.5
 TN1072:UTM  11      -  SCOTT                                    070 39 34.1
 TN1072
 TN1072|---------------------------------------------------------------------|
 TN1072| PID    Reference Object                     Distance      Geod. Az  |
 TN1072|                                                           dddmmss.s |
 TN1072| TN1104 SCOTT                               APPROX. 3.5 KM 0720513.0 |
 TN1072|---------------------------------------------------------------------|
 TN1072
 TN1072                          SUPERSEDED SURVEY CONTROL
 TN1072
 TN1072  NAD 83(1986)-  48 59 58.70812(N)    115 06 31.89230(W) AD(       ) 3
 TN1072
 TN1072.Superseded values are not recommended for survey control.
 TN1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1072.See file dsdata.txt to determine how the superseded data were derived.
 TN1072
 TN1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3832029139(NAD 83)
 TN1072_MARKER: Z = SEE DESCRIPTION
 TN1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1072+STABILITY: SURFACE MOTION
 TN1072
 TN1072  HISTORY     - Date     Condition        Report By
 TN1072  HISTORY     - 1905     MONUMENTED       IBC
 TN1072  HISTORY     - 1966     GOOD             IBC
 TN1072
 TN1072                          STATION DESCRIPTION
 TN1072
 TN1072'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1072'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1072'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1072'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1072'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1072'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1072'MONUMENT.
 TN1072
 TN1072                          STATION RECOVERY (1966)
 TN1072
 TN1072'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TN1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1023 ***********************************************************************
 TN1023  DESIGNATION -  BOUNDARY MON 247 CD US
 TN1023  PID         -  TN1023
 TN1023  STATE/COUNTY-  MT/LINCOLN
 TN1023  USGS QUAD   -  EUREKA NORTH (1983)
 TN1023
 TN1023                         *CURRENT SURVEY CONTROL
 TN1023  ___________________________________________________________________
 TN1023* NAD 83(1992)-  48 59 58.63791(N)    115 03 19.17769(W)     ADJUSTED  
 TN1023* NAVD 88     -       825.7    (meters)    2709.     (feet)  VERTCON   
 TN1023  ___________________________________________________________________
 TN1023  X           -  -1,775,706.315 (meters)                     COMP
 TN1023  Y           -  -3,798,433.900 (meters)                     COMP
 TN1023  Z           -   4,791,142.438 (meters)                     COMP
 TN1023  LAPLACE CORR-          16.74  (seconds)                    DEFLEC99
 TN1023  ELLIP HEIGHT-         809.98  (meters)          (07/28/92) GPS OBS
 TN1023  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 TN1023
 TN1023  HORZ ORDER  -  FIRST
 TN1023  ELLP ORDER  -  FIFTH     CLASS I
 TN1023
 TN1023.The horizontal coordinates were established by GPS observations
 TN1023.and adjusted by the National Geodetic Survey in July 1992..
 TN1023
 TN1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN1023
 TN1023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN1023
 TN1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1023
 TN1023.The ellipsoidal height was determined by GPS observations
 TN1023.and is referenced to NAD 83.
 TN1023
 TN1023.The geoid height was determined by GEOID03.
 TN1023
 TN1023;                    North         East     Units Scale Factor Converg.
 TN1023;SPC MT       -   542,234.958   193,844.491   MT  0.99999977   -4 03 49.5
 TN1023;SPC MT       - 1,778,986.08    635,972.74   iFT  0.99999977   -4 03 49.5
 TN1023;UTM  11      - 5,429,235.759   642,235.589   MT  0.99984854   +1 28 04.4
 TN1023
 TN1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1023!SPC MT       -   0.99987308  x   0.99999977  =   0.99987285
 TN1023!UTM  11      -   0.99987308  x   0.99984854  =   0.99972164
 TN1023
 TN1023|---------------------------------------------------------------------|
 TN1023| PID    Reference Object                     Distance      Geod. Az  |
 TN1023|                                                           dddmmss.s |
 TN1023| TN0546 H 425                               150.348 METERS 20234     |
 TN1023|---------------------------------------------------------------------|
 TN1023
 TN1023                          SUPERSEDED SURVEY CONTROL
 TN1023
 TN1023  NAD 83(1986)-  48 59 58.64589(N)    115 03 19.17606(W) AD(       ) 1
 TN1023  NGVD 29 (08/25/89)  824.4    (m)         2705.     (f) GPS OBS        
 TN1023
 TN1023.Superseded values are not recommended for survey control.
 TN1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1023.See file dsdata.txt to determine how the superseded data were derived.
 TN1023
 TN1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4223629236(NAD 83)
 TN1023_MARKER: DU = BOUNDARY MARKER
 TN1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1023+STABILITY: POSITION/ELEVATION WELL
 TN1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1023+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 TN1023
 TN1023  HISTORY     - Date     Condition        Report By
 TN1023  HISTORY     - 1905     MONUMENTED       IBC
 TN1023  HISTORY     - 1905     GOOD             IBC
 TN1023  HISTORY     - 1971     GOOD             IBC
 TN1023  HISTORY     - 19880720 GOOD             NGS
 TN1023
 TN1023                          STATION DESCRIPTION
 TN1023
 TN1023'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1023'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1023'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1023'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1023'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1023'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1023'MONUMENT.
 TN1023
 TN1023                          STATION RECOVERY (1905)
 TN1023
 TN1023'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TN1023'RECOVERED IN GOOD CONDITION.
 TN1023
 TN1023                          STATION RECOVERY (1971)
 TN1023
 TN1023'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1023'STATION SEARCHED FOR AND RECOVERED.
 TN1023
 TN1023                          STATION RECOVERY (1988)
 TN1023
 TN1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN1023'THE MONUMENT IS LOCATED AT THE PORT OF ROOSVILLE, MONTANA - ROOSVILLE,
 TN1023'BRITISH COLUMBIA BORDER CROSSING.  THE MONUMENT IS ABOUT 30.5 M
 TN1023'(100.1 FT) EAST OF THE EAST EDGE OF U.S. HIGHWAY 93.  CONTACT MR. JOHN
 TN1023'D. LIVINGSTON, U.S. CUSTOMS PORT DIRECTOR, FOR PERMISSION AND KEY TO
 TN1023'GATE.
 TN1023'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.3 M
 TN1023'(4.3 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE WHICH
 TN1023'IS ABOUT .15 M (0.5 FT) BELOW THE SURFACE.  INSCRIBED ON THE OBELISK
 TN1023'IN RAISED, CAST LETTERS IS --UNITED STATES-- ON THE SOUTH SIDE AND
 TN1023'--CANADA-- ON THE NORTH SIDE.  AN INSCRIPTION READING --TREATY OF
 TN1023'1846 LINE ESTABLISHED 1857-1861 SURVEYED AND MARKED 1903-1907-- IS IN
 TN1023'RAISED, CAST LETTERS ON THE LOWER SECTION OF THE EAST SIDE OF THE
 TN1023'OBELISK.  A PLATE BEARING THE NUMBER --247-- IS ATTACHED TO THE WEST
 TN1023'FACE OF THE OBELISK.
 TN1023'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TN1023'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1073 ***********************************************************************
 TN1073  DESIGNATION -  BOUNDARY MON 247 ECC
 TN1073  PID         -  TN1073
 TN1073  STATE/COUNTY-  MT/LINCOLN
 TN1073  USGS QUAD   -  EUREKA NORTH (1983)
 TN1073
 TN1073                         *CURRENT SURVEY CONTROL
 TN1073  ___________________________________________________________________
 TN1073* NAD 83(1992)-  48 59 58.63931(N)    115 03 22.71162(W)     ADJUSTED  
 TN1073* NAVD 88     -       825.     (meters)    2707.     (feet)  SCALED    
 TN1073  ___________________________________________________________________
 TN1073  LAPLACE CORR-          16.52  (seconds)                    DEFLEC99
 TN1073  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 TN1073
 TN1073  HORZ ORDER  -  THIRD
 TN1073
 TN1073.The horizontal coordinates were established by classical geodetic methods
 TN1073.and adjusted by the National Geodetic Survey in July 1992..
 TN1073
 TN1073.The orthometric height was scaled from a topographic map.
 TN1073
 TN1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1073
 TN1073.The geoid height was determined by GEOID03.
 TN1073
 TN1073;                    North         East     Units Scale Factor Converg.
 TN1073;SPC MT       -   542,240.091   193,772.845   MT  0.99999977   -4 03 52.1
 TN1073;SPC MT       - 1,779,002.92    635,737.68   iFT  0.99999977   -4 03 52.1
 TN1073;UTM  11      - 5,429,233.963   642,163.793   MT  0.99984828   +1 28 01.8
 TN1073
 TN1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1073!SPC MT       -   0.99987317  x   0.99999977  =   0.99987294
 TN1073!UTM  11      -   0.99987317  x   0.99984828  =   0.99972147
 TN1073
 TN1073|---------------------------------------------------------------------|
 TN1073| PID    Reference Object                     Distance      Geod. Az  |
 TN1073|                                                           dddmmss.s |
 TN1073| TN1023 BOUNDARY MON 247 CD US               71.829 METERS 09002     |
 TN1073| TN1104 SCOTT                               APPROX. 1.2 KM 3360537.3 |
 TN1073|---------------------------------------------------------------------|
 TN1073
 TN1073                          SUPERSEDED SURVEY CONTROL
 TN1073
 TN1073  NAD 83(1986)-  48 59 58.64729(N)    115 03 22.71000(W) AD(       ) 3
 TN1073
 TN1073.Superseded values are not recommended for survey control.
 TN1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1073.See file dsdata.txt to determine how the superseded data were derived.
 TN1073
 TN1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4216429234(NAD 83)
 TN1073_MARKER: Z = SEE DESCRIPTION
 TN1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1073+STABILITY: SURFACE MOTION
 TN1073
 TN1073  HISTORY     - Date     Condition        Report By
 TN1073  HISTORY     - 1905     MONUMENTED       IBC
 TN1073
 TN1073                          STATION DESCRIPTION
 TN1073
 TN1073'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1073'ABOUT 5 MILES EAST OF GATEWAY, MONTANA, AND ON THE TRUE LINE OF THE
 TN1073'BOUNDARY, 71.835 METERS WEST OF MONUMENT 247.
 TN1073'
 TN1073'STATION MARK--A DRILL HOLE WITH A COPPER PENNY IN IT, IN A LIMESTONE
 TN1073'BOULDER 10 INCHES IN DIAMETER SET WITH ITS TOP SURFACE 12 INCHES
 TN1073'BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS A DRILL HOLE IN
 TN1073'A LIMESTONE BOULDER 18 INCHES IN DIAMETER BY 12 INCHES IN DEPTH SET
 TN1073'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1074 ***********************************************************************
 TN1074  DESIGNATION -  BOUNDARY MON 248 CD US
 TN1074  PID         -  TN1074
 TN1074  STATE/COUNTY-  MT/LINCOLN
 TN1074  USGS QUAD   -  
 TN1074
 TN1074                         *CURRENT SURVEY CONTROL
 TN1074  ___________________________________________________________________
 TN1074* NAD 83(1992)-  48 59 59.39262(N)    114 59 51.39601(W)     ADJUSTED  
 TN1074* NAVD 88     -      1878.     (meters)    6161.     (feet)  SCALED    
 TN1074  ___________________________________________________________________
 TN1074  LAPLACE CORR-          21.32  (seconds)                    DEFLEC99
 TN1074  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TN1074
 TN1074  HORZ ORDER  -  THIRD
 TN1074
 TN1074.The horizontal coordinates were established by classical geodetic methods
 TN1074.and adjusted by the National Geodetic Survey in July 1992..
 TN1074
 TN1074.The orthometric height was scaled from a topographic map.
 TN1074
 TN1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1074
 TN1074.The geoid height was determined by GEOID03.
 TN1074
 TN1074;                    North         East     Units Scale Factor Converg.
 TN1074;SPC MT       -   541,960.477   198,058.915   MT  0.99999990   -4 01 17.5
 TN1074;SPC MT       - 1,778,085.55    649,799.59   iFT  0.99999990   -4 01 17.5
 TN1074;UTM  11      - 5,429,368.840   646,456.237   MT  0.99986350   +1 30 41.4
 TN1074
 TN1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1074!SPC MT       -   0.99970817  x   0.99999990  =   0.99970807
 TN1074!UTM  11      -   0.99970817  x   0.99986350  =   0.99957171
 TN1074
 TN1074:                Primary Azimuth Mark                     Grid Az
 TN1074:SPC MT       -  BOUNDARY MON 246 CD US                   273 54 46.0
 TN1074:UTM  11      -  BOUNDARY MON 246 CD US                   268 22 47.1
 TN1074
 TN1074|---------------------------------------------------------------------|
 TN1074| PID    Reference Object                     Distance      Geod. Az  |
 TN1074|                                                           dddmmss.s |
 TN1074| TN1072 BOUNDARY MON 246 CD US              APPROX. 8.1 KM 2695328.5 |
 TN1074|---------------------------------------------------------------------|
 TN1074
 TN1074                          SUPERSEDED SURVEY CONTROL
 TN1074
 TN1074  NAD 83(1986)-  48 59 59.40120(N)    114 59 51.39437(W) AD(       ) 3
 TN1074
 TN1074.Superseded values are not recommended for survey control.
 TN1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1074.See file dsdata.txt to determine how the superseded data were derived.
 TN1074
 TN1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4645629369(NAD 83)
 TN1074_MARKER: Z = SEE DESCRIPTION
 TN1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1074+STABILITY: SURFACE MOTION
 TN1074
 TN1074  HISTORY     - Date     Condition        Report By
 TN1074  HISTORY     - 1905     MONUMENTED       IBC
 TN1074  HISTORY     - 1956     GOOD             IBC
 TN1074
 TN1074                          STATION DESCRIPTION
 TN1074
 TN1074'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1074'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1074'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1074'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1074'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1074'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1074'MONUMENT.
 TN1074
 TN1074                          STATION RECOVERY (1956)
 TN1074
 TN1074'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1075 ***********************************************************************
 TN1075  DESIGNATION -  BOUNDARY MON 249 CD US
 TN1075  PID         -  TN1075
 TN1075  STATE/COUNTY-  MT/LINCOLN
 TN1075  USGS QUAD   -  
 TN1075
 TN1075                         *CURRENT SURVEY CONTROL
 TN1075  ___________________________________________________________________
 TN1075* NAD 83(1992)-  48 59 59.69140(N)    114 58 21.09089(W)     ADJUSTED  
 TN1075* NAVD 88     -      1989.     (meters)    6526.     (feet)  SCALED    
 TN1075  ___________________________________________________________________
 TN1075  LAPLACE CORR-          16.87  (seconds)                    DEFLEC99
 TN1075  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TN1075
 TN1075  HORZ ORDER  -  THIRD
 TN1075
 TN1075.The horizontal coordinates were established by classical geodetic methods
 TN1075.and adjusted by the National Geodetic Survey in July 1992..
 TN1075.No horizontal observational check was made to the station.
 TN1075
 TN1075.The orthometric height was scaled from a topographic map.
 TN1075
 TN1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1075
 TN1075.The geoid height was determined by GEOID03.
 TN1075
 TN1075;                    North         East     Units Scale Factor Converg.
 TN1075;SPC MT       -   541,841.252   199,890.563   MT  0.99999995   -4 00 11.4
 TN1075;SPC MT       - 1,777,694.40    655,808.93   iFT  0.99999995   -4 00 11.4
 TN1075;UTM  11      - 5,429,426.777   648,290.602   MT  0.99987015   +1 31 49.5
 TN1075
 TN1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1075!SPC MT       -   0.99969079  x   0.99999995  =   0.99969074
 TN1075!UTM  11      -   0.99969079  x   0.99987015  =   0.99956098
 TN1075
 TN1075:                Primary Azimuth Mark                     Grid Az
 TN1075:SPC MT       -  BOUNDARY MON 248 CD US                   273 43 28.3
 TN1075:UTM  11      -  BOUNDARY MON 248 CD US                   268 11 27.4
 TN1075
 TN1075|---------------------------------------------------------------------|
 TN1075| PID    Reference Object                     Distance      Geod. Az  |
 TN1075|                                                           dddmmss.s |
 TN1075| TN1074 BOUNDARY MON 248 CD US              APPROX. 1.8 KM 2694316.9 |
 TN1075|---------------------------------------------------------------------|
 TN1075
 TN1075                          SUPERSEDED SURVEY CONTROL
 TN1075
 TN1075  NAD 83(1986)-  48 59 59.70008(N)    114 58 21.08863(W) AD(       ) 3
 TN1075
 TN1075.Superseded values are not recommended for survey control.
 TN1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1075.See file dsdata.txt to determine how the superseded data were derived.
 TN1075
 TN1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4829129427(NAD 83)
 TN1075_MARKER: Z = SEE DESCRIPTION
 TN1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1075+STABILITY: SURFACE MOTION
 TN1075
 TN1075  HISTORY     - Date     Condition        Report By
 TN1075  HISTORY     - 1905     MONUMENTED       IBC
 TN1075  HISTORY     - 1956     GOOD             IBC
 TN1075
 TN1075                          STATION DESCRIPTION
 TN1075
 TN1075'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1075'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1075'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1075'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1075'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1075'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1075'MONUMENT.
 TN1075
 TN1075                          STATION RECOVERY (1956)
 TN1075
 TN1075'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1076 ***********************************************************************
 TN1076  DESIGNATION -  BOUNDARY MON 250 CD US
 TN1076  PID         -  TN1076
 TN1076  STATE/COUNTY-  MT/LINCOLN
 TN1076  USGS QUAD   -  
 TN1076
 TN1076                         *CURRENT SURVEY CONTROL
 TN1076  ___________________________________________________________________
 TN1076* NAD 83(1992)-  49 00 00.22896(N)    114 55 23.32781(W)     ADJUSTED  
 TN1076* NAVD 88     -      2210.     (meters)    7251.     (feet)  SCALED    
 TN1076  ___________________________________________________________________
 TN1076  LAPLACE CORR-           9.16  (seconds)                    DEFLEC99
 TN1076  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 TN1076
 TN1076  HORZ ORDER  -  THIRD
 TN1076
 TN1076.The horizontal coordinates were established by classical geodetic methods
 TN1076.and adjusted by the National Geodetic Survey in July 1992..
 TN1076
 TN1076.The orthometric height was scaled from a topographic map.
 TN1076
 TN1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1076
 TN1076.The geoid height was determined by GEOID03.
 TN1076
 TN1076;                    North         East     Units Scale Factor Converg.
 TN1076;SPC MT       -   541,606.715   203,496.105   MT  1.00000004   -3 58 01.4
 TN1076;SPC MT       - 1,776,924.92    667,638.14   iFT  1.00000004   -3 58 01.4
 TN1076;UTM  11      - 5,429,541.038   651,901.511   MT  0.99988346   +1 34 03.8
 TN1076
 TN1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1076!SPC MT       -   0.99965611  x   1.00000004  =   0.99965615
 TN1076!UTM  11      -   0.99965611  x   0.99988346  =   0.99953961
 TN1076
 TN1076:                Primary Azimuth Mark                     Grid Az
 TN1076:SPC MT       -  BOUNDARY MON 248 CD US                   273 43 24.5
 TN1076:UTM  11      -  BOUNDARY MON 248 CD US                   268 11 19.3
 TN1076
 TN1076|---------------------------------------------------------------------|
 TN1076| PID    Reference Object                     Distance      Geod. Az  |
 TN1076|                                                           dddmmss.s |
 TN1076| TN1074 BOUNDARY MON 248 CD US              APPROX. 5.4 KM 2694523.1 |
 TN1076|---------------------------------------------------------------------|
 TN1076
 TN1076                          SUPERSEDED SURVEY CONTROL
 TN1076
 TN1076  NAD 83(1986)-  49 00 00.23797(N)    114 55 23.32426(W) AD(       ) 3
 TN1076
 TN1076.Superseded values are not recommended for survey control.
 TN1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1076.See file dsdata.txt to determine how the superseded data were derived.
 TN1076
 TN1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ5190229541(NAD 83)
 TN1076_MARKER: Z = SEE DESCRIPTION
 TN1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1076+STABILITY: SURFACE MOTION
 TN1076
 TN1076  HISTORY     - Date     Condition        Report By
 TN1076  HISTORY     - 1905     MONUMENTED       IBC
 TN1076  HISTORY     - 1956     GOOD             IBC
 TN1076
 TN1076                          STATION DESCRIPTION
 TN1076
 TN1076'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1076'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1076'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1076'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1076'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1076'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1076'MONUMENT.
 TN1076
 TN1076                          STATION RECOVERY (1956)
 TN1076
 TN1076'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1077 ***********************************************************************
 TN1077  DESIGNATION -  BOUNDARY MON 251 CD US
 TN1077  PID         -  TN1077
 TN1077  STATE/COUNTY-  MT/LINCOLN
 TN1077  USGS QUAD   -  
 TN1077
 TN1077                         *CURRENT SURVEY CONTROL
 TN1077  ___________________________________________________________________
 TN1077* NAD 83(1992)-  49 00 00.63736(N)    114 52 46.27745(W)     ADJUSTED  
 TN1077* NAVD 88     -      2027.     (meters)    6650.     (feet)  SCALED    
 TN1077  ___________________________________________________________________
 TN1077  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 TN1077  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TN1077
 TN1077  HORZ ORDER  -  THIRD
 TN1077
 TN1077.The horizontal coordinates were established by classical geodetic methods
 TN1077.and adjusted by the National Geodetic Survey in July 1992..
 TN1077
 TN1077.The orthometric height was scaled from a topographic map.
 TN1077
 TN1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1077
 TN1077.The geoid height was determined by GEOID03.
 TN1077
 TN1077;                    North         East     Units Scale Factor Converg.
 TN1077;SPC MT       -   541,399.348   206,681.507   MT  1.00000011   -3 56 06.5
 TN1077;SPC MT       - 1,776,244.58    678,088.93   iFT  1.00000011   -3 56 06.5
 TN1077;UTM  11      - 5,429,641.887   655,091.709   MT  0.99989550   +1 36 02.4
 TN1077
 TN1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1077!SPC MT       -   0.99968475  x   1.00000011  =   0.99968486
 TN1077!UTM  11      -   0.99968475  x   0.99989550  =   0.99958028
 TN1077
 TN1077:                Primary Azimuth Mark                     Grid Az
 TN1077:SPC MT       -  BOUNDARY MON 250 CD US                   273 43 30.5
 TN1077:UTM  11      -  BOUNDARY MON 250 CD US                   268 11 21.6
 TN1077
 TN1077|---------------------------------------------------------------------|
 TN1077| PID    Reference Object                     Distance      Geod. Az  |
 TN1077|                                                           dddmmss.s |
 TN1077| TN1076 BOUNDARY MON 250 CD US              APPROX. 3.2 KM 2694724.0 |
 TN1077|---------------------------------------------------------------------|
 TN1077
 TN1077                          SUPERSEDED SURVEY CONTROL
 TN1077
 TN1077  NAD 83(1986)-  49 00 00.64632(N)    114 52 46.27395(W) AD(       ) 3
 TN1077
 TN1077.Superseded values are not recommended for survey control.
 TN1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1077.See file dsdata.txt to determine how the superseded data were derived.
 TN1077
 TN1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ5509229642(NAD 83)
 TN1077_MARKER: Z = SEE DESCRIPTION
 TN1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1077+STABILITY: SURFACE MOTION
 TN1077
 TN1077  HISTORY     - Date     Condition        Report By
 TN1077  HISTORY     - 1905     MONUMENTED       IBC
 TN1077  HISTORY     - 1956     GOOD             IBC
 TN1077
 TN1077                          STATION DESCRIPTION
 TN1077
 TN1077'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1077'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1077'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1077'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1077'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1077'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1077'MONUMENT.
 TN1077
 TN1077                          STATION RECOVERY (1956)
 TN1077
 TN1077'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1078 ***********************************************************************
 TN1078  DESIGNATION -  BOUNDARY MON 252 CD US
 TN1078  PID         -  TN1078
 TN1078  STATE/COUNTY-  MT/LINCOLN
 TN1078  USGS QUAD   -  
 TN1078
 TN1078                         *CURRENT SURVEY CONTROL
 TN1078  ___________________________________________________________________
 TN1078* NAD 83(1992)-  49 00 00.87185(N)    114 51 03.77096(W)     ADJUSTED  
 TN1078* NAVD 88     -      2134.     (meters)    7001.     (feet)  SCALED    
 TN1078  ___________________________________________________________________
 TN1078  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 TN1078  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TN1078
 TN1078  HORZ ORDER  -  THIRD
 TN1078
 TN1078.The horizontal coordinates were established by classical geodetic methods
 TN1078.and adjusted by the National Geodetic Survey in July 1992..
 TN1078
 TN1078.The orthometric height was scaled from a topographic map.
 TN1078
 TN1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1078
 TN1078.The geoid height was determined by GEOID03.
 TN1078
 TN1078;                    North         East     Units Scale Factor Converg.
 TN1078;SPC MT       -   541,263.969   208,760.604   MT  1.00000015   -3 54 51.5
 TN1078;SPC MT       - 1,775,800.42    684,910.12   iFT  1.00000015   -3 54 51.5
 TN1078;UTM  11      - 5,429,707.710   657,173.959   MT  0.99990348   +1 37 19.8
 TN1078
 TN1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1078!SPC MT       -   0.99966800  x   1.00000015  =   0.99966815
 TN1078!UTM  11      -   0.99966800  x   0.99990348  =   0.99957151
 TN1078
 TN1078:                Primary Azimuth Mark                     Grid Az
 TN1078:SPC MT       -  BOUNDARY MON 250 CD US                   273 43 33.0
 TN1078:UTM  11      -  BOUNDARY MON 250 CD US                   268 11 21.7
 TN1078
 TN1078|---------------------------------------------------------------------|
 TN1078| PID    Reference Object                     Distance      Geod. Az  |
 TN1078|                                                           dddmmss.s |
 TN1078| TN1076 BOUNDARY MON 250 CD US              APPROX. 5.3 KM 2694841.5 |
 TN1078|---------------------------------------------------------------------|
 TN1078
 TN1078                          SUPERSEDED SURVEY CONTROL
 TN1078
 TN1078  NAD 83(1986)-  49 00 00.88085(N)    114 51 03.76812(W) AD(       ) 3
 TN1078
 TN1078.Superseded values are not recommended for survey control.
 TN1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1078.See file dsdata.txt to determine how the superseded data were derived.
 TN1078
 TN1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ5717429708(NAD 83)
 TN1078_MARKER: Z = SEE DESCRIPTION
 TN1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1078+STABILITY: SURFACE MOTION
 TN1078
 TN1078  HISTORY     - Date     Condition        Report By
 TN1078  HISTORY     - 1905     MONUMENTED       IBC
 TN1078  HISTORY     - 1956     GOOD             IBC
 TN1078
 TN1078                          STATION DESCRIPTION
 TN1078
 TN1078'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1078'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1078'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1078'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1078'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1078'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1078'MONUMENT.
 TN1078
 TN1078                          STATION RECOVERY (1956)
 TN1078
 TN1078'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1079 ***********************************************************************
 TN1079  DESIGNATION -  BOUNDARY MON 253 CD US
 TN1079  PID         -  TN1079
 TN1079  STATE/COUNTY-  MT/LINCOLN
 TN1079  USGS QUAD   -  
 TN1079
 TN1079                         *CURRENT SURVEY CONTROL
 TN1079  ___________________________________________________________________
 TN1079* NAD 83(1992)-  49 00 01.23969(N)    114 47 46.76723(W)     ADJUSTED  
 TN1079* NAVD 88     -      1433.     (meters)    4701.     (feet)  SCALED    
 TN1079  ___________________________________________________________________
 TN1079  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 TN1079  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TN1079
 TN1079  HORZ ORDER  -  THIRD
 TN1079
 TN1079.The horizontal coordinates were established by classical geodetic methods
 TN1079.and adjusted by the National Geodetic Survey in July 1992..
 TN1079.No horizontal observational check was made to the station.
 TN1079
 TN1079.The orthometric height was scaled from a topographic map.
 TN1079
 TN1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1079
 TN1079.The geoid height was determined by GEOID03.
 TN1079
 TN1079;                    North         East     Units Scale Factor Converg.
 TN1079;SPC MT       -   541,003.358   212,756.306   MT  1.00000021   -3 52 27.4
 TN1079;SPC MT       - 1,774,945.40    698,019.38   iFT  1.00000021   -3 52 27.4
 TN1079;UTM  11      - 5,429,833.853   661,175.807   MT  0.99991914   +1 39 48.6
 TN1079
 TN1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1079!SPC MT       -   0.99977778  x   1.00000021  =   0.99977799
 TN1079!UTM  11      -   0.99977778  x   0.99991914  =   0.99969694
 TN1079
 TN1079:                Primary Azimuth Mark                     Grid Az
 TN1079:SPC MT       -  BOUNDARY MON 252 CD US                   273 43 56.4
 TN1079:UTM  11      -  BOUNDARY MON 252 CD US                   268 11 40.4
 TN1079
 TN1079|---------------------------------------------------------------------|
 TN1079| PID    Reference Object                     Distance      Geod. Az  |
 TN1079|                                                           dddmmss.s |
 TN1079| TN1078 BOUNDARY MON 252 CD US              APPROX. 4.0 KM 2695129.0 |
 TN1079|---------------------------------------------------------------------|
 TN1079
 TN1079                          SUPERSEDED SURVEY CONTROL
 TN1079
 TN1079  NAD 83(1986)-  49 00 01.24880(N)    114 47 46.76487(W) AD(       ) 3
 TN1079
 TN1079.Superseded values are not recommended for survey control.
 TN1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1079.See file dsdata.txt to determine how the superseded data were derived.
 TN1079
 TN1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ6117629834(NAD 83)
 TN1079_MARKER: Z = SEE DESCRIPTION
 TN1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1079+STABILITY: SURFACE MOTION
 TN1079
 TN1079  HISTORY     - Date     Condition        Report By
 TN1079  HISTORY     - 1905     MONUMENTED       IBC
 TN1079  HISTORY     - 1956     GOOD             IBC
 TN1079
 TN1079                          STATION DESCRIPTION
 TN1079
 TN1079'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1079'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1079'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1079'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1079'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1079'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1079'MONUMENT.
 TN1079
 TN1079                          STATION RECOVERY (1956)
 TN1079
 TN1079'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1080 ***********************************************************************
 TN1080  DESIGNATION -  BOUNDARY MON 254 CD US
 TN1080  PID         -  TN1080
 TN1080  STATE/COUNTY-  MT/LINCOLN
 TN1080  USGS QUAD   -  
 TN1080
 TN1080                         *CURRENT SURVEY CONTROL
 TN1080  ___________________________________________________________________
 TN1080* NAD 83(1992)-  49 00 01.41849(N)    114 46 07.37299(W)     ADJUSTED  
 TN1080* NAVD 88     -      1494.     (meters)    4902.     (feet)  SCALED    
 TN1080  ___________________________________________________________________
 TN1080  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 TN1080  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 TN1080
 TN1080  HORZ ORDER  -  THIRD
 TN1080
 TN1080.The horizontal coordinates were established by classical geodetic methods
 TN1080.and adjusted by the National Geodetic Survey in July 1992..
 TN1080
 TN1080.The orthometric height was scaled from a topographic map.
 TN1080
 TN1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1080
 TN1080.The geoid height was determined by GEOID03.
 TN1080
 TN1080;                    North         East     Units Scale Factor Converg.
 TN1080;SPC MT       -   540,872.723   214,772.308   MT  1.00000024   -3 51 14.7
 TN1080;SPC MT       - 1,774,516.81    704,633.56   iFT  1.00000024   -3 51 14.7
 TN1080;UTM  11      - 5,429,898.383   663,194.851   MT  0.99992718   +1 41 03.7
 TN1080
 TN1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1080!SPC MT       -   0.99976822  x   1.00000024  =   0.99976846
 TN1080!UTM  11      -   0.99976822  x   0.99992718  =   0.99969542
 TN1080
 TN1080:                Primary Azimuth Mark                     Grid Az
 TN1080:SPC MT       -  WIG                                      017 11 51.4
 TN1080:UTM  11      -  WIG                                      011 39 33.0
 TN1080
 TN1080|---------------------------------------------------------------------|
 TN1080| PID    Reference Object                     Distance      Geod. Az  |
 TN1080|                                                           dddmmss.s |
 TN1080| TN1111 WIG                                 APPROX. 3.3 KM 0132036.7 |
 TN1080|---------------------------------------------------------------------|
 TN1080
 TN1080                          SUPERSEDED SURVEY CONTROL
 TN1080
 TN1080  NAD 83(1986)-  49 00 01.42734(N)    114 46 07.37131(W) AD(       ) 3
 TN1080
 TN1080.Superseded values are not recommended for survey control.
 TN1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1080.See file dsdata.txt to determine how the superseded data were derived.
 TN1080
 TN1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ6319529898(NAD 83)
 TN1080_MARKER: Z = SEE DESCRIPTION
 TN1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1080+STABILITY: SURFACE MOTION
 TN1080
 TN1080  HISTORY     - Date     Condition        Report By
 TN1080  HISTORY     - 1905     MONUMENTED       IBC
 TN1080  HISTORY     - 1956     GOOD             IBC
 TN1080
 TN1080                          STATION DESCRIPTION
 TN1080
 TN1080'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1080'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1080'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1080'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1080'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1080'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1080'MONUMENT.
 TN1080
 TN1080                          STATION RECOVERY (1956)
 TN1080
 TN1080'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1081 ***********************************************************************
 TN1081  DESIGNATION -  BOUNDARY MON 255 CD US
 TN1081  PID         -  TN1081
 TN1081  STATE/COUNTY-  MT/LINCOLN
 TN1081  USGS QUAD   -  
 TN1081
 TN1081                         *CURRENT SURVEY CONTROL
 TN1081  ___________________________________________________________________
 TN1081* NAD 83(1992)-  49 00 01.41788(N)    114 45 34.28073(W)     ADJUSTED  
 TN1081* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 TN1081  ___________________________________________________________________
 TN1081  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 TN1081  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 TN1081
 TN1081  HORZ ORDER  -  THIRD
 TN1081
 TN1081.The horizontal coordinates were established by classical geodetic methods
 TN1081.and adjusted by the National Geodetic Survey in July 1992..
 TN1081
 TN1081.The orthometric height was scaled from a topographic map.
 TN1081
 TN1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1081
 TN1081.The geoid height was determined by GEOID03.
 TN1081
 TN1081;                    North         East     Units Scale Factor Converg.
 TN1081;SPC MT       -   540,827.533   215,443.400   MT  1.00000024   -3 50 50.5
 TN1081;SPC MT       - 1,774,368.55    706,835.30   iFT  1.00000024   -3 50 50.5
 TN1081;UTM  11      - 5,429,918.173   663,867.123   MT  0.99992988   +1 41 28.7
 TN1081
 TN1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1081!SPC MT       -   0.99977292  x   1.00000024  =   0.99977316
 TN1081!UTM  11      -   0.99977292  x   0.99992988  =   0.99970282
 TN1081
 TN1081                          SUPERSEDED SURVEY CONTROL
 TN1081
 TN1081  NAD 83(1986)-  49 00 01.42668(N)    114 45 34.27911(W) AD(       ) 3
 TN1081
 TN1081.Superseded values are not recommended for survey control.
 TN1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1081.See file dsdata.txt to determine how the superseded data were derived.
 TN1081
 TN1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ6386729918(NAD 83)
 TN1081_MARKER: Z = SEE DESCRIPTION
 TN1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1081+STABILITY: SURFACE MOTION
 TN1081
 TN1081  HISTORY     - Date     Condition        Report By
 TN1081  HISTORY     - 1905     MONUMENTED       IBC
 TN1081  HISTORY     - 1956     GOOD             IBC
 TN1081
 TN1081                          STATION DESCRIPTION
 TN1081
 TN1081'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1081'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1081'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1081'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1081'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1081'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1081'MONUMENT.
 TN1081
 TN1081                          STATION RECOVERY (1956)
 TN1081
 TN1081'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1024 ***********************************************************************
 TN1024  DESIGNATION -  BOUNDARY MON 256 CD US
 TN1024  PID         -  TN1024
 TN1024  STATE/COUNTY-  MT/LINCOLN
 TN1024  USGS QUAD   -  
 TN1024
 TN1024                         *CURRENT SURVEY CONTROL
 TN1024  ___________________________________________________________________
 TN1024* NAD 83(1992)-  49 00 01.82741(N)    114 43 37.36077(W)     ADJUSTED  
 TN1024* NAVD 88     -      2133.6    (meters)    7000.     (feet)  VERTCON   
 TN1024  ___________________________________________________________________
 TN1024  X           -  -1,754,241.627 (meters)                     COMP
 TN1024  Y           -  -3,809,257.587 (meters)                     COMP
 TN1024  Z           -   4,792,194.383 (meters)                     COMP
 TN1024  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 TN1024  ELLIP HEIGHT-        2118.15  (meters)          (07/28/92) GPS OBS
 TN1024  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 TN1024
 TN1024  HORZ ORDER  -  FIRST
 TN1024  ELLP ORDER  -  FIFTH     CLASS I
 TN1024
 TN1024.The horizontal coordinates were established by GPS observations
 TN1024.and adjusted by the National Geodetic Survey in July 1992..
 TN1024
 TN1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN1024
 TN1024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN1024
 TN1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1024
 TN1024.The ellipsoidal height was determined by GPS observations
 TN1024.and is referenced to NAD 83.
 TN1024
 TN1024.The geoid height was determined by GEOID03.
 TN1024
 TN1024;                    North         East     Units Scale Factor Converg.
 TN1024;SPC MT       -   540,681.192   217,815.359   MT  1.00000031   -3 49 25.0
 TN1024;SPC MT       - 1,773,888.43    714,617.32   iFT  1.00000031   -3 49 25.0
 TN1024;UTM  11      - 5,430,001.461   666,241.977   MT  0.99993951   +1 42 57.0
 TN1024
 TN1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1024!SPC MT       -   0.99966817  x   1.00000031  =   0.99966848
 TN1024!UTM  11      -   0.99966817  x   0.99993951  =   0.99960770
 TN1024
 TN1024:                Primary Azimuth Mark                     Grid Az
 TN1024:SPC MT       -  BOUNDARY MON 258 CD US                   093 31 22.9
 TN1024:UTM  11      -  BOUNDARY MON 258 CD US                   087 59 00.9
 TN1024
 TN1024|---------------------------------------------------------------------|
 TN1024| PID    Reference Object                     Distance      Geod. Az  |
 TN1024|                                                           dddmmss.s |
 TN1024| TN1083 BOUNDARY MON 258 CD US              APPROX. 7.7 KM 0894157.9 |
 TN1024| TN1031 BUD                                  51.366 METERS 13733     |
 TN1024|---------------------------------------------------------------------|
 TN1024
 TN1024                          SUPERSEDED SURVEY CONTROL
 TN1024
 TN1024  NAD 83(1986)-  49 00 01.83678(N)    114 43 37.35722(W) AD(       ) 1
 TN1024  NGVD 29 (08/25/89) 2132.2    (m)         6995.     (f) GPS OBS        
 TN1024
 TN1024.Superseded values are not recommended for survey control.
 TN1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1024.See file dsdata.txt to determine how the superseded data were derived.
 TN1024
 TN1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ6624230001(NAD 83)
 TN1024_MARKER: DU = BOUNDARY MARKER
 TN1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1024+STABILITY: POSITION/ELEVATION WELL
 TN1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1024+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 TN1024
 TN1024  HISTORY     - Date     Condition        Report By
 TN1024  HISTORY     - 1905     MONUMENTED       IBC
 TN1024  HISTORY     - 1905     GOOD             IBC
 TN1024  HISTORY     - 1956     GOOD             IBC
 TN1024  HISTORY     - 19880720 GOOD             NGS
 TN1024
 TN1024                          STATION DESCRIPTION
 TN1024
 TN1024'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1024'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1024'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1024'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1024'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1024'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1024'MONUMENT.
 TN1024
 TN1024                          STATION RECOVERY (1905)
 TN1024
 TN1024'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TN1024'RECOVERED IN GOOD CONDITION.
 TN1024
 TN1024                          STATION RECOVERY (1956)
 TN1024
 TN1024'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1024'RECOVERED IN GOOD CONDITION.
 TN1024
 TN1024                          STATION RECOVERY (1988)
 TN1024
 TN1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN1024'THE MONUMENT IS LOCATED ABOUT 26.6 KM (16.55 MI) NORTHEAST OF EUREKA,
 TN1024'23.7 KM (14.75 MI) EAST OF ROOSVILLE, MONTANA - ROOSVILLE, BRITISH
 TN1024'COLUMBIA BORDER CROSSING AND ABOUT 20.5 KM (12.75 MI) WEST OF THE
 TN1024'TRAIL CREEK, MONTANA - FLATHEAD, BRITISH COLUMBIA BORDER CROSSING AND
 TN1024'3.6 KM (2.25 MI) WEST OF FROZEN LAKE.
 TN1024'THE MONUMENT WAS REACHED BY HELICOPTER FROM WEST GLACIER, MONTANA.
 TN1024'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.4 M
 TN1024'(4.6 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TN1024'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TN1024'LETTERS IS --UNITED STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE
 TN1024'NORTH SIDE.  AN INSCRIPTION READING --TREATY OF 1846 LINE ESTABLISHED
 TN1024'1857-1861 SURVEYED AND MARKED 1903-1907-- IS IN RAISED CAST LETTERS
 TN1024'ON THE EAST SIDE OF THE LOWER SECTION OF THE OBELISK.  A PLATE
 TN1024'BEARING THE NUMBER --256-- IS ATTACHED TO THE WEST SIDE OF THE
 TN1024'OBELISK.
 TN1024'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TN1024'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1082 ***********************************************************************
 TN1082  DESIGNATION -  BOUNDARY MON 257 CD US
 TN1082  PID         -  TN1082
 TN1082  STATE/COUNTY-  MT/FLATHEAD
 TN1082  USGS QUAD   -  
 TN1082
 TN1082                         *CURRENT SURVEY CONTROL
 TN1082  ___________________________________________________________________
 TN1082* NAD 83(1992)-  49 00 02.45052(N)    114 40 17.01151(W)     ADJUSTED  
 TN1082* NAVD 88     -      1494.     (meters)    4902.     (feet)  SCALED    
 TN1082  ___________________________________________________________________
 TN1082  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 TN1082  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 TN1082
 TN1082  HORZ ORDER  -  THIRD
 TN1082
 TN1082.The horizontal coordinates were established by classical geodetic methods
 TN1082.and adjusted by the National Geodetic Survey in July 1992..
 TN1082
 TN1082.The orthometric height was scaled from a topographic map.
 TN1082
 TN1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1082
 TN1082.The geoid height was determined by GEOID03.
 TN1082
 TN1082;                    North         East     Units Scale Factor Converg.
 TN1082;SPC MT       -   540,430.290   221,879.819   MT  1.00000042   -3 46 58.4
 TN1082;SPC MT       - 1,773,065.26    727,952.16   iFT  1.00000042   -3 46 58.4
 TN1082;UTM  11      - 5,430,144.116   670,311.460   MT  0.99995634   +1 45 28.3
 TN1082
 TN1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1082!SPC MT       -   0.99976821  x   1.00000042  =   0.99976863
 TN1082!UTM  11      -   0.99976821  x   0.99995634  =   0.99972456
 TN1082
 TN1082:                Primary Azimuth Mark                     Grid Az
 TN1082:SPC MT       -  BOUNDARY MON 256 CD US                   273 31 59.0
 TN1082:UTM  11      -  BOUNDARY MON 256 CD US                   267 59 32.3
 TN1082
 TN1082|---------------------------------------------------------------------|
 TN1082| PID    Reference Object                     Distance      Geod. Az  |
 TN1082|                                                           dddmmss.s |
 TN1082| TN1024 BOUNDARY MON 256 CD US              APPROX. 4.1 KM 2694500.6 |
 TN1082|---------------------------------------------------------------------|
 TN1082
 TN1082                          SUPERSEDED SURVEY CONTROL
 TN1082
 TN1082  NAD 83(1986)-  49 00 02.45934(N)    114 40 17.00762(W) AD(       ) 3
 TN1082
 TN1082.Superseded values are not recommended for survey control.
 TN1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1082.See file dsdata.txt to determine how the superseded data were derived.
 TN1082
 TN1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ7031130144(NAD 83)
 TN1082_MARKER: Z = SEE DESCRIPTION
 TN1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1082+STABILITY: SURFACE MOTION
 TN1082
 TN1082  HISTORY     - Date     Condition        Report By
 TN1082  HISTORY     - 1905     MONUMENTED       IBC
 TN1082  HISTORY     - 1957     POOR             IBC
 TN1082
 TN1082                          STATION DESCRIPTION
 TN1082
 TN1082'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1082'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1082'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1082'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1082'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1082'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1082'MONUMENT.
 TN1082
 TN1082                          STATION RECOVERY (1957)
 TN1082
 TN1082'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1082'MONUMENT 257--BROKEN, BUT WEATHER TOO COLD TO REPAIR WITH CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1083 ***********************************************************************
 TN1083  DESIGNATION -  BOUNDARY MON 258 CD US
 TN1083  PID         -  TN1083
 TN1083  STATE/COUNTY-  MT/FLATHEAD
 TN1083  USGS QUAD   -  
 TN1083
 TN1083                         *CURRENT SURVEY CONTROL
 TN1083  ___________________________________________________________________
 TN1083* NAD 83(1992)-  49 00 02.96790(N)    114 37 16.33450(W)     ADJUSTED  
 TN1083* NAVD 88     -      1570.     (meters)    5151.     (feet)  SCALED    
 TN1083  ___________________________________________________________________
 TN1083  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 TN1083  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 TN1083
 TN1083  HORZ ORDER  -  THIRD
 TN1083
 TN1083.The horizontal coordinates were established by classical geodetic methods
 TN1083.and adjusted by the National Geodetic Survey in July 1992..
 TN1083
 TN1083.The orthometric height was scaled from a topographic map.
 TN1083
 TN1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1083
 TN1083.The geoid height was determined by GEOID03.
 TN1083
 TN1083;                    North         East     Units Scale Factor Converg.
 TN1083;SPC MT       -   540,205.129   225,545.242   MT  1.00000051   -3 44 46.3
 TN1083;SPC MT       - 1,772,326.54    739,977.83   iFT  1.00000051   -3 44 46.3
 TN1083;UTM  11      - 5,430,273.951   673,981.362   MT  0.99997186   +1 47 44.8
 TN1083
 TN1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1083!SPC MT       -   0.99975632  x   1.00000051  =   0.99975683
 TN1083!UTM  11      -   0.99975632  x   0.99997186  =   0.99972818
 TN1083
 TN1083:                Primary Azimuth Mark                     Grid Az
 TN1083:SPC MT       -  TUCHUCK RESET                            238 58 54.2
 TN1083:UTM  11      -  TUCHUCK RESET                            233 26 23.1
 TN1083
 TN1083|---------------------------------------------------------------------|
 TN1083| PID    Reference Object                     Distance      Geod. Az  |
 TN1083|                                                           dddmmss.s |
 TN1083| TN0856 TUCHUCK RESET                       APPROX. 4.8 KM 2351407.9 |
 TN1083|---------------------------------------------------------------------|
 TN1083
 TN1083                          SUPERSEDED SURVEY CONTROL
 TN1083
 TN1083  NAD 83(1986)-  49 00 02.97726(N)    114 37 16.32806(W) AD(       ) 3
 TN1083
 TN1083.Superseded values are not recommended for survey control.
 TN1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1083.See file dsdata.txt to determine how the superseded data were derived.
 TN1083
 TN1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ7398130274(NAD 83)
 TN1083_MARKER: Z = SEE DESCRIPTION
 TN1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1083+STABILITY: SURFACE MOTION
 TN1083
 TN1083  HISTORY     - Date     Condition        Report By
 TN1083  HISTORY     - 1905     MONUMENTED       IBC
 TN1083  HISTORY     - 1957     GOOD             IBC
 TN1083
 TN1083                          STATION DESCRIPTION
 TN1083
 TN1083'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1083'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1083'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1083'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1083'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1083'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1083'MONUMENT.
 TN1083
 TN1083                          STATION RECOVERY (1957)
 TN1083
 TN1083'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1083'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1084 ***********************************************************************
 TN1084  DESIGNATION -  BOUNDARY MON 259 CD US
 TN1084  PID         -  TN1084
 TN1084  STATE/COUNTY-  MT/FLATHEAD
 TN1084  USGS QUAD   -  
 TN1084
 TN1084                         *CURRENT SURVEY CONTROL
 TN1084  ___________________________________________________________________
 TN1084* NAD 83(1992)-  49 00 03.33305(N)    114 34 27.45182(W)     ADJUSTED  
 TN1084* NAVD 88     -      2237.     (meters)    7339.     (feet)  SCALED    
 TN1084  ___________________________________________________________________
 TN1084  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 TN1084  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 TN1084
 TN1084  HORZ ORDER  -  THIRD
 TN1084
 TN1084.The horizontal coordinates were established by classical geodetic methods
 TN1084.and adjusted by the National Geodetic Survey in July 1992..
 TN1084
 TN1084.The orthometric height was scaled from a topographic map.
 TN1084
 TN1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1084
 TN1084.The geoid height was determined by GEOID03.
 TN1084
 TN1084;                    North         East     Units Scale Factor Converg.
 TN1084;SPC MT       -   539,993.139   228,971.274   MT  1.00000057   -3 42 42.7
 TN1084;SPC MT       - 1,771,631.03    751,218.09   iFT  1.00000057   -3 42 42.7
 TN1084;UTM  11      - 5,430,393.850   677,411.779   MT  0.99998667   +1 49 52.3
 TN1084
 TN1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1084!SPC MT       -   0.99965186  x   1.00000057  =   0.99965243
 TN1084!UTM  11      -   0.99965186  x   0.99998667  =   0.99963854
 TN1084
 TN1084:                Primary Azimuth Mark                     Grid Az
 TN1084:SPC MT       -  TUCHUCK RESET                            253 20 16.8
 TN1084:UTM  11      -  TUCHUCK RESET                            247 47 41.8
 TN1084
 TN1084|---------------------------------------------------------------------|
 TN1084| PID    Reference Object                     Distance      Geod. Az  |
 TN1084|                                                           dddmmss.s |
 TN1084| TN0856 TUCHUCK RESET                       APPROX. 7.9 KM 2493734.1 |
 TN1084|---------------------------------------------------------------------|
 TN1084
 TN1084                          SUPERSEDED SURVEY CONTROL
 TN1084
 TN1084  NAD 83(1986)-  49 00 03.34237(N)    114 34 27.44589(W) AD(       ) 3
 TN1084
 TN1084.Superseded values are not recommended for survey control.
 TN1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1084.See file dsdata.txt to determine how the superseded data were derived.
 TN1084
 TN1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ7741230394(NAD 83)
 TN1084_MARKER: Z = SEE DESCRIPTION
 TN1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1084+STABILITY: SURFACE MOTION
 TN1084
 TN1084  HISTORY     - Date     Condition        Report By
 TN1084  HISTORY     - 1905     MONUMENTED       IBC
 TN1084  HISTORY     - 1957     GOOD             IBC
 TN1084
 TN1084                          STATION DESCRIPTION
 TN1084
 TN1084'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1084'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1084'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1084'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1084'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1084'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1084'MONUMENT.
 TN1084
 TN1084                          STATION RECOVERY (1957)
 TN1084
 TN1084'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TN1084'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1085 ***********************************************************************
 TN1085  DESIGNATION -  BOUNDARY MON 260 CD US
 TN1085  PID         -  TN1085
 TN1085  STATE/COUNTY-  MT/FLATHEAD
 TN1085  USGS QUAD   -  
 TN1085
 TN1085                         *CURRENT SURVEY CONTROL
 TN1085  ___________________________________________________________________
 TN1085* NAD 83(1992)-  49 00 03.61370(N)    114 32 00.68450(W)     ADJUSTED  
 TN1085* NAVD 88     -      1616.     (meters)    5302.     (feet)  SCALED    
 TN1085  ___________________________________________________________________
 TN1085  LAPLACE CORR-         -11.79  (seconds)                    DEFLEC99
 TN1085  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TN1085
 TN1085  HORZ ORDER  -  THIRD
 TN1085
 TN1085.The horizontal coordinates were established by classical geodetic methods
 TN1085.and adjusted by the National Geodetic Survey in July 1992..
 TN1085
 TN1085.The orthometric height was scaled from a topographic map.
 TN1085
 TN1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1085
 TN1085.The geoid height was determined by GEOID03.
 TN1085
 TN1085;                    North         East     Units Scale Factor Converg.
 TN1085;SPC MT       -   539,809.445   231,948.689   MT  1.00000062   -3 40 55.4
 TN1085;SPC MT       - 1,771,028.36    760,986.51   iFT  1.00000062   -3 40 55.4
 TN1085;UTM  11      - 5,430,498.640   680,392.991   MT  0.99999978   +1 51 43.2
 TN1085
 TN1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1085!SPC MT       -   0.99974913  x   1.00000062  =   0.99974975
 TN1085!UTM  11      -   0.99974913  x   0.99999978  =   0.99974891
 TN1085
 TN1085:                Primary Azimuth Mark                     Grid Az
 TN1085:SPC MT       -  KISHENEHN                                068 35 33.9
 TN1085:UTM  11      -  KISHENEHN                                063 02 55.3
 TN1085
 TN1085|---------------------------------------------------------------------|
 TN1085| PID    Reference Object                     Distance      Geod. Az  |
 TN1085|                                                           dddmmss.s |
 TN1085| TN1044 KISHENEHN                           APPROX.15.9 KM 0645438.5 |
 TN1085|---------------------------------------------------------------------|
 TN1085
 TN1085                          SUPERSEDED SURVEY CONTROL
 TN1085
 TN1085  NAD 83(1986)-  49 00 03.62357(N)    114 32 00.67621(W) AD(       ) 3
 TN1085
 TN1085.Superseded values are not recommended for survey control.
 TN1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1085.See file dsdata.txt to determine how the superseded data were derived.
 TN1085
 TN1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ8039330499(NAD 83)
 TN1085_MARKER: Z = SEE DESCRIPTION
 TN1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1085+STABILITY: SURFACE MOTION
 TN1085
 TN1085  HISTORY     - Date     Condition        Report By
 TN1085  HISTORY     - 1905     MONUMENTED       IBC
 TN1085  HISTORY     - 1956     GOOD             IBC
 TN1085
 TN1085                          STATION DESCRIPTION
 TN1085
 TN1085'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1085'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1085'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1085'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1085'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1085'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1085'MONUMENT.
 TN1085
 TN1085                          STATION RECOVERY (1956)
 TN1085
 TN1085'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RKL)
 TN1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1025 ***********************************************************************
 TN1025  DESIGNATION -  BOUNDARY MON 261 CD US
 TN1025  PID         -  TN1025
 TN1025  STATE/COUNTY-  MT/FLATHEAD
 TN1025  USGS QUAD   -  
 TN1025
 TN1025                         *CURRENT SURVEY CONTROL
 TN1025  ___________________________________________________________________
 TN1025* NAD 83(1992)-  49 00 03.91147(N)    114 28 43.98855(W)     ADJUSTED  
 TN1025* NAVD 88     -      1216.7    (meters)    3992.     (feet)  VERTCON   
 TN1025  ___________________________________________________________________
 TN1025  X           -  -1,737,457.295 (meters)                     COMP
 TN1025  Y           -  -3,816,228.268 (meters)                     COMP
 TN1025  Z           -   4,791,544.848 (meters)                     COMP
 TN1025  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 TN1025  ELLIP HEIGHT-        1201.54  (meters)          (07/28/92) GPS OBS
 TN1025  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TN1025
 TN1025  HORZ ORDER  -  FIRST
 TN1025  ELLP ORDER  -  FIFTH     CLASS I
 TN1025
 TN1025.The horizontal coordinates were established by GPS observations
 TN1025.and adjusted by the National Geodetic Survey in July 1992..
 TN1025
 TN1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN1025
 TN1025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN1025
 TN1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1025
 TN1025.The ellipsoidal height was determined by GPS observations
 TN1025.and is referenced to NAD 83.
 TN1025
 TN1025.The geoid height was determined by GEOID03.
 TN1025
 TN1025;                    North         East     Units Scale Factor Converg.
 TN1025;SPC MT       -   539,563.275   235,938.975   MT  1.00000067   -3 38 31.5
 TN1025;SPC MT       - 1,770,220.72    774,078.00   iFT  1.00000067   -3 38 31.5
 TN1025;UTM  11      - 5,430,639.174   684,388.425   MT  1.00001769   +1 54 11.8
 TN1025
 TN1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1025!SPC MT       -   0.99981174  x   1.00000067  =   0.99981241
 TN1025!UTM  11      -   0.99981174  x   1.00001769  =   0.99982942
 TN1025
 TN1025:                Primary Azimuth Mark                     Grid Az
 TN1025:SPC MT       -  HEFTY                                    271 04 24.2
 TN1025:UTM  11      -  HEFTY                                    265 31 40.9
 TN1025
 TN1025|---------------------------------------------------------------------|
 TN1025| PID    Reference Object                     Distance      Geod. Az  |
 TN1025|                                                           dddmmss.s |
 TN1025| TN1041 HEFTY                               APPROX. 6.9 KM 2672552.7 |
 TN1025| TN0053 A 478                                37.550 METERS 26935     |
 TN1025|---------------------------------------------------------------------|
 TN1025
 TN1025                          SUPERSEDED SURVEY CONTROL
 TN1025
 TN1025  NAD 83(1986)-  49 00 03.92168(N)    114 28 43.98329(W) AD(       ) 1
 TN1025  NGVD 29 (08/25/89) 1215.5    (m)         3988.     (f) GPS OBS        
 TN1025
 TN1025.Superseded values are not recommended for survey control.
 TN1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1025.See file dsdata.txt to determine how the superseded data were derived.
 TN1025
 TN1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ8438830639(NAD 83)
 TN1025_MARKER: DU = BOUNDARY MARKER
 TN1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1025+STABILITY: POSITION/ELEVATION WELL
 TN1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1025+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 TN1025
 TN1025  HISTORY     - Date     Condition        Report By
 TN1025  HISTORY     - 1905     MONUMENTED       IBC
 TN1025  HISTORY     - 1905     GOOD             IBC
 TN1025  HISTORY     - 1971     GOOD             IBC
 TN1025  HISTORY     - 19880721 GOOD             NGS
 TN1025
 TN1025                          STATION DESCRIPTION
 TN1025
 TN1025'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1025'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1025'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1025'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1025'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1025'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1025'MONUMENT.
 TN1025
 TN1025                          STATION RECOVERY (1905)
 TN1025
 TN1025'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TN1025'RECOVERED IN GOOD CONDITION.
 TN1025
 TN1025                          STATION RECOVERY (1971)
 TN1025
 TN1025'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1025'STATION SEARCHED FOR AND RECOVERED.
 TN1025
 TN1025                          STATION RECOVERY (1988)
 TN1025
 TN1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN1025'THE MONUMENT IS LOCATED ABOUT 96.6 KM (60.05 MI) NORTH OF COLUMBIA
 TN1025'FALLS, MONTANA AT THE TRAIL CREEK, MONTANA - FLATHEAD, BRITISH
 TN1025'COLUMBIA BORDER CROSSING.
 TN1025'TO REACH THE MONUMENT FROM A GRAVEL ROAD AT THE TRAIL CREEK, MONTANA -
 TN1025'FLATHEAD, BRITISH COLUMBIA BORDER CROSSING, PACK 39 PACES WEST FROM
 TN1025'THE APPROXIMATE CENTERLINE OF THE GRAVEL ROAD TO THE MONUMENT.
 TN1025'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.4 M
 TN1025'(4.6 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TN1025'PROJECTS ABOUT 0.15 M (0.5 FT) ABOVE THE SURFACE.  INSCRIBED ON THE
 TN1025'LOWER SECTION OF THE OBELISK IS --TREATY OF 1846 LINE ESTABLISHED
 TN1025'1857-1861 SURVEYED AND MRKED 1903-1907-- ON THE EAST SIDE, --UNITED
 TN1025'STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  A PLATE
 TN1025'BEARING THE NUMBER --261-- IS ATTACHED TO THE WEST FACE OF THE TOP
 TN1025'SECTION OF THE OBELISK.
 TN1025'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TN1025'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1086 ***********************************************************************
 TN1086  DESIGNATION -  BOUNDARY MON 262 CD US
 TN1086  PID         -  TN1086
 TN1086  STATE/COUNTY-  MT/FLATHEAD
 TN1086  USGS QUAD   -  
 TN1086
 TN1086                         *CURRENT SURVEY CONTROL
 TN1086  ___________________________________________________________________
 TN1086* NAD 83(1992)-  49 00 03.90299(N)    114 27 50.72236(W)     ADJUSTED  
 TN1086* NAVD 88     -      1231.     (meters)    4039.     (feet)  SCALED    
 TN1086  ___________________________________________________________________
 TN1086  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 TN1086  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TN1086
 TN1086  HORZ ORDER  -  THIRD
 TN1086
 TN1086.The horizontal coordinates were established by classical geodetic methods
 TN1086.and adjusted by the National Geodetic Survey in July 1992..
 TN1086
 TN1086.The orthometric height was scaled from a topographic map.
 TN1086
 TN1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1086
 TN1086.The geoid height was determined by GEOID03.
 TN1086
 TN1086;                    North         East     Units Scale Factor Converg.
 TN1086;SPC MT       -   539,494.343   237,019.417   MT  1.00000067   -3 37 52.5
 TN1086;SPC MT       - 1,769,994.56    777,622.76   iFT  1.00000067   -3 37 52.5
 TN1086;UTM  11      - 5,430,674.975   685,470.494   MT  1.00002260   +1 54 52.0
 TN1086
 TN1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1086!SPC MT       -   0.99980947  x   1.00000067  =   0.99981014
 TN1086!UTM  11      -   0.99980947  x   1.00002260  =   0.99983206
 TN1086
 TN1086:                Primary Azimuth Mark                     Grid Az
 TN1086:SPC MT       -  HEFTY                                    271 25 28.4
 TN1086:UTM  11      -  HEFTY                                    265 52 43.9
 TN1086
 TN1086|---------------------------------------------------------------------|
 TN1086| PID    Reference Object                     Distance      Geod. Az  |
 TN1086|                                                           dddmmss.s |
 TN1086| TN1041 HEFTY                               APPROX. 7.9 KM 2674735.9 |
 TN1086|---------------------------------------------------------------------|
 TN1086
 TN1086                          SUPERSEDED SURVEY CONTROL
 TN1086
 TN1086  NAD 83(1986)-  49 00 03.91327(N)    114 27 50.71708(W) AD(       ) 3
 TN1086
 TN1086.Superseded values are not recommended for survey control.
 TN1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1086.See file dsdata.txt to determine how the superseded data were derived.
 TN1086
 TN1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ8547030675(NAD 83)
 TN1086_MARKER: Z = SEE DESCRIPTION
 TN1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1086+STABILITY: SURFACE MOTION
 TN1086
 TN1086  HISTORY     - Date     Condition        Report By
 TN1086  HISTORY     - 1905     MONUMENTED       IBC
 TN1086  HISTORY     - 1971     GOOD             IBC
 TN1086
 TN1086                          STATION DESCRIPTION
 TN1086
 TN1086'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1086'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1086'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1086'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1086'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1086'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1086'MONUMENT.
 TN1086
 TN1086                          STATION RECOVERY (1971)
 TN1086
 TN1086'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1086'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1087 ***********************************************************************
 TN1087  DESIGNATION -  BOUNDARY MON 263 CD US
 TN1087  PID         -  TN1087
 TN1087  STATE/COUNTY-  MT/FLATHEAD
 TN1087  USGS QUAD   -  
 TN1087
 TN1087                         *CURRENT SURVEY CONTROL
 TN1087  ___________________________________________________________________
 TN1087* NAD 83(1992)-  49 00 03.95383(N)    114 24 54.18511(W)     ADJUSTED  
 TN1087* NAVD 88     -      1433.     (meters)    4701.     (feet)  SCALED    
 TN1087  ___________________________________________________________________
 TN1087  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 TN1087  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 TN1087
 TN1087  HORZ ORDER  -  THIRD
 TN1087
 TN1087.The horizontal coordinates were established by classical geodetic methods
 TN1087.and adjusted by the National Geodetic Survey in July 1992..
 TN1087
 TN1087.The orthometric height was scaled from a topographic map.
 TN1087
 TN1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1087
 TN1087.The geoid height was determined by GEOID03.
 TN1087
 TN1087;                    North         East     Units Scale Factor Converg.
 TN1087;SPC MT       -   539,269.777   240,600.515   MT  1.00000068   -3 35 43.4
 TN1087;SPC MT       - 1,769,257.80    789,371.77   iFT  1.00000068   -3 35 43.4
 TN1087;UTM  11      - 5,430,797.577   689,056.638   MT  1.00003910   +1 57 05.4
 TN1087
 TN1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1087!SPC MT       -   0.99977782  x   1.00000068  =   0.99977850
 TN1087!UTM  11      -   0.99977782  x   1.00003910  =   0.99981691
 TN1087
 TN1087:                Primary Azimuth Mark                     Grid Az
 TN1087:SPC MT       -  HEFTY                                    272 05 54.2
 TN1087:UTM  11      -  HEFTY                                    266 33 05.4
 TN1087
 TN1087|---------------------------------------------------------------------|
 TN1087| PID    Reference Object                     Distance      Geod. Az  |
 TN1087|                                                           dddmmss.s |
 TN1087| TN1041 HEFTY                               APPROX.11.5 KM 2683010.8 |
 TN1087|---------------------------------------------------------------------|
 TN1087
 TN1087                          SUPERSEDED SURVEY CONTROL
 TN1087
 TN1087  NAD 83(1986)-  49 00 03.96424(N)    114 24 54.17956(W) AD(       ) 3
 TN1087
 TN1087.Superseded values are not recommended for survey control.
 TN1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1087.See file dsdata.txt to determine how the superseded data were derived.
 TN1087
 TN1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ8905730798(NAD 83)
 TN1087_MARKER: Z = SEE DESCRIPTION
 TN1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1087+STABILITY: SURFACE MOTION
 TN1087
 TN1087  HISTORY     - Date     Condition        Report By
 TN1087  HISTORY     - 1905     MONUMENTED       IBC
 TN1087  HISTORY     - 1971     GOOD             IBC
 TN1087
 TN1087                          STATION DESCRIPTION
 TN1087
 TN1087'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1087'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1087'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1087'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1087'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1087'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1087'MONUMENT.
 TN1087
 TN1087                          STATION RECOVERY (1971)
 TN1087
 TN1087'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1087'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1088 ***********************************************************************
 TN1088  DESIGNATION -  BOUNDARY MON 264 CD US
 TN1088  PID         -  TN1088
 TN1088  STATE/COUNTY-  MT/FLATHEAD
 TN1088  USGS QUAD   -  
 TN1088
 TN1088                         *CURRENT SURVEY CONTROL
 TN1088  ___________________________________________________________________
 TN1088* NAD 83(1992)-  49 00 03.95484(N)    114 23 24.83500(W)     ADJUSTED  
 TN1088* NAVD 88     -      1494.     (meters)    4902.     (feet)  SCALED    
 TN1088  ___________________________________________________________________
 TN1088  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 TN1088  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 TN1088
 TN1088  HORZ ORDER  -  THIRD
 TN1088
 TN1088.The horizontal coordinates were established by classical geodetic methods
 TN1088.and adjusted by the National Geodetic Survey in July 1992..
 TN1088
 TN1088.The orthometric height was scaled from a topographic map.
 TN1088
 TN1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1088
 TN1088.The geoid height was determined by GEOID03.
 TN1088
 TN1088;                    North         East     Units Scale Factor Converg.
 TN1088;SPC MT       -   539,156.211   242,413.007   MT  1.00000068   -3 34 38.0
 TN1088;SPC MT       - 1,768,885.21    795,318.26   iFT  1.00000068   -3 34 38.0
 TN1088;UTM  11      - 5,430,859.750   690,871.698   MT  1.00004758   +1 58 12.9
 TN1088
 TN1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1088!SPC MT       -   0.99976825  x   1.00000068  =   0.99976893
 TN1088!UTM  11      -   0.99976825  x   1.00004758  =   0.99981582
 TN1088
 TN1088:                Primary Azimuth Mark                     Grid Az
 TN1088:SPC MT       -  HEFTY                                    272 18 04.1
 TN1088:UTM  11      -  HEFTY                                    266 45 13.2
 TN1088
 TN1088|---------------------------------------------------------------------|
 TN1088| PID    Reference Object                     Distance      Geod. Az  |
 TN1088|                                                           dddmmss.s |
 TN1088| TN1041 HEFTY                               APPROX.13.4 KM 2684326.1 |
 TN1088|---------------------------------------------------------------------|
 TN1088
 TN1088                          SUPERSEDED SURVEY CONTROL
 TN1088
 TN1088  NAD 83(1986)-  49 00 03.96533(N)    114 23 24.82996(W) AD(       ) 3
 TN1088
 TN1088.Superseded values are not recommended for survey control.
 TN1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1088.See file dsdata.txt to determine how the superseded data were derived.
 TN1088
 TN1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ9087230860(NAD 83)
 TN1088_MARKER: Z = SEE DESCRIPTION
 TN1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1088+STABILITY: SURFACE MOTION
 TN1088
 TN1088  HISTORY     - Date     Condition        Report By
 TN1088  HISTORY     - 1905     MONUMENTED       IBC
 TN1088  HISTORY     - 1971     GOOD             IBC
 TN1088
 TN1088                          STATION DESCRIPTION
 TN1088
 TN1088'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1088'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1088'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1088'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1088'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1088'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1088'MONUMENT.
 TN1088
 TN1088                          STATION RECOVERY (1971)
 TN1088
 TN1088'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1088'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1089 ***********************************************************************
 TN1089  DESIGNATION -  BOUNDARY MON 265 CD US
 TN1089  PID         -  TN1089
 TN1089  STATE/COUNTY-  MT/FLATHEAD
 TN1089  USGS QUAD   -  
 TN1089
 TN1089                         *CURRENT SURVEY CONTROL
 TN1089  ___________________________________________________________________
 TN1089* NAD 83(1992)-  49 00 03.95309(N)    114 22 07.31482(W)     ADJUSTED  
 TN1089* NAVD 88     -      1250.     (meters)    4101.     (feet)  SCALED    
 TN1089  ___________________________________________________________________
 TN1089  LAPLACE CORR-           9.08  (seconds)                    DEFLEC99
 TN1089  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TN1089
 TN1089  HORZ ORDER  -  THIRD
 TN1089
 TN1089.The horizontal coordinates were established by classical geodetic methods
 TN1089.and adjusted by the National Geodetic Survey in July 1992..
 TN1089
 TN1089.The orthometric height was scaled from a topographic map.
 TN1089
 TN1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1089
 TN1089.The geoid height was determined by GEOID03.
 TN1089
 TN1089;                    North         East     Units Scale Factor Converg.
 TN1089;SPC MT       -   539,058.066   243,985.550   MT  1.00000068   -3 33 41.3
 TN1089;SPC MT       - 1,768,563.21    800,477.53   iFT  1.00000068   -3 33 41.3
 TN1089;UTM  11      - 5,430,914.093   692,446.443   MT  1.00005499   +1 59 11.4
 TN1089
 TN1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1089!SPC MT       -   0.99980646  x   1.00000068  =   0.99980714
 TN1089!UTM  11      -   0.99980646  x   1.00005499  =   0.99986144
 TN1089
 TN1089:                Primary Azimuth Mark                     Grid Az
 TN1089:SPC MT       -  BOUNDARY MON 264 CD US                   273 34 17.6
 TN1089:UTM  11      -  BOUNDARY MON 264 CD US                   268 01 24.9
 TN1089
 TN1089|---------------------------------------------------------------------|
 TN1089| PID    Reference Object                     Distance      Geod. Az  |
 TN1089|                                                           dddmmss.s |
 TN1089| TN1088 BOUNDARY MON 264 CD US              APPROX. 1.6 KM 2700036.3 |
 TN1089| TN1108 BOUNDARY MON 265 SUB                204.547 METERS 27037     |
 TN1089|---------------------------------------------------------------------|
 TN1089
 TN1089                          SUPERSEDED SURVEY CONTROL
 TN1089
 TN1089  NAD 83(1986)-  49 00 03.96343(N)    114 22 07.31074(W) AD(       ) 3
 TN1089
 TN1089.Superseded values are not recommended for survey control.
 TN1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1089.See file dsdata.txt to determine how the superseded data were derived.
 TN1089
 TN1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ9244630914(NAD 83)
 TN1089_MARKER: Z = SEE DESCRIPTION
 TN1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1089_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1089+STABILITY: SURFACE MOTION
 TN1089
 TN1089  HISTORY     - Date     Condition        Report By
 TN1089  HISTORY     - 1905     MONUMENTED       IBC
 TN1089  HISTORY     - 1971     GOOD             IBC
 TN1089
 TN1089                          STATION DESCRIPTION
 TN1089
 TN1089'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1089'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1089'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1089'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1089'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1089'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1089'MONUMENT.
 TN1089
 TN1089                          STATION RECOVERY (1971)
 TN1089
 TN1089'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1089'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1090 ***********************************************************************
 TN1090  DESIGNATION -  BOUNDARY MON 266 CD US
 TN1090  PID         -  TN1090
 TN1090  STATE/COUNTY-  MT/FLATHEAD
 TN1090  USGS QUAD   -  
 TN1090
 TN1090                         *CURRENT SURVEY CONTROL
 TN1090  ___________________________________________________________________
 TN1090* NAD 83(1992)-  49 00 03.95885(N)    114 21 42.94027(W)     ADJUSTED  
 TN1090* NAVD 88     -      1281.     (meters)    4203.     (feet)  SCALED    
 TN1090  ___________________________________________________________________
 TN1090  LAPLACE CORR-           9.85  (seconds)                    DEFLEC99
 TN1090  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TN1090
 TN1090  HORZ ORDER  -  THIRD
 TN1090
 TN1090.The horizontal coordinates were established by classical geodetic methods
 TN1090.and adjusted by the National Geodetic Survey in July 1992..
 TN1090
 TN1090.The orthometric height was scaled from a topographic map.
 TN1090
 TN1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1090
 TN1090.The geoid height was determined by GEOID03.
 TN1090
 TN1090;                    North         East     Units Scale Factor Converg.
 TN1090;SPC MT       -   539,027.490   244,480.020   MT  1.00000068   -3 33 23.5
 TN1090;SPC MT       - 1,768,462.89    802,099.80   iFT  1.00000068   -3 33 23.5
 TN1090;UTM  11      - 5,430,931.467   692,941.580   MT  1.00005734   +1 59 29.8
 TN1090
 TN1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1090!SPC MT       -   0.99980160  x   1.00000068  =   0.99980228
 TN1090!UTM  11      -   0.99980160  x   1.00005734  =   0.99985893
 TN1090
 TN1090:                Primary Azimuth Mark                     Grid Az
 TN1090:SPC MT       -  KISHENEHN                                018 49 08.5
 TN1090:UTM  11      -  KISHENEHN                                013 16 15.2
 TN1090
 TN1090|---------------------------------------------------------------------|
 TN1090| PID    Reference Object                     Distance      Geod. Az  |
 TN1090|                                                           dddmmss.s |
 TN1090| TN1044 KISHENEHN                           APPROX. 6.9 KM 0151545.0 |
 TN1090|---------------------------------------------------------------------|
 TN1090
 TN1090                          SUPERSEDED SURVEY CONTROL
 TN1090
 TN1090  NAD 83(1986)-  49 00 03.96924(N)    114 21 42.93613(W) AD(       ) 3
 TN1090
 TN1090.Superseded values are not recommended for survey control.
 TN1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1090.See file dsdata.txt to determine how the superseded data were derived.
 TN1090
 TN1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ9294230931(NAD 83)
 TN1090_MARKER: Z = SEE DESCRIPTION
 TN1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1090+STABILITY: SURFACE MOTION
 TN1090
 TN1090  HISTORY     - Date     Condition        Report By
 TN1090  HISTORY     - 1905     MONUMENTED       IBC
 TN1090  HISTORY     - 1971     GOOD             IBC
 TN1090
 TN1090                          STATION DESCRIPTION
 TN1090
 TN1090'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1090'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1090'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1090'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1090'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1090'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1090'MONUMENT.
 TN1090
 TN1090                          STATION RECOVERY (1971)
 TN1090
 TN1090'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1090'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1091 ***********************************************************************
 TN1091  DESIGNATION -  BOUNDARY MON 267 CD US
 TN1091  PID         -  TN1091
 TN1091  STATE/COUNTY-  MT/FLATHEAD
 TN1091  USGS QUAD   -  
 TN1091
 TN1091                         *CURRENT SURVEY CONTROL
 TN1091  ___________________________________________________________________
 TN1091* NAD 83(1992)-  49 00 03.00534(N)    114 19 16.76737(W)     ADJUSTED  
 TN1091* NAVD 88     -      1707.     (meters)    5600.     (feet)  SCALED    
 TN1091  ___________________________________________________________________
 TN1091  LAPLACE CORR-          13.49  (seconds)                    DEFLEC99
 TN1091  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 TN1091
 TN1091  HORZ ORDER  -  THIRD
 TN1091
 TN1091.The horizontal coordinates were established by classical geodetic methods
 TN1091.and adjusted by the National Geodetic Survey in July 1992..
 TN1091
 TN1091.The orthometric height was scaled from a topographic map.
 TN1091
 TN1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1091
 TN1091.The geoid height was determined by GEOID03.
 TN1091
 TN1091;                    North         East     Units Scale Factor Converg.
 TN1091;SPC MT       -   538,814.560   247,443.508   MT  1.00000051   -3 31 36.5
 TN1091;SPC MT       - 1,767,764.30    811,822.53   iFT  1.00000051   -3 31 36.5
 TN1091;UTM  11      - 5,431,006.080   695,911.960   MT  1.00007153   +2 01 20.2
 TN1091
 TN1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1091!SPC MT       -   0.99973485  x   1.00000051  =   0.99973536
 TN1091!UTM  11      -   0.99973485  x   1.00007153  =   0.99980636
 TN1091
 TN1091:                Primary Azimuth Mark                     Grid Az
 TN1091:SPC MT       -  HEFTY                                    272 44 12.3
 TN1091:UTM  11      -  HEFTY                                    267 11 15.6
 TN1091
 TN1091|---------------------------------------------------------------------|
 TN1091| PID    Reference Object                     Distance      Geod. Az  |
 TN1091|                                                           dddmmss.s |
 TN1091| TN1041 HEFTY                               APPROX.18.4 KM 2691235.8 |
 TN1091|---------------------------------------------------------------------|
 TN1091
 TN1091                          SUPERSEDED SURVEY CONTROL
 TN1091
 TN1091  NAD 83(1986)-  49 00 03.01622(N)    114 19 16.76359(W) AD(       ) 3
 TN1091
 TN1091.Superseded values are not recommended for survey control.
 TN1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1091.See file dsdata.txt to determine how the superseded data were derived.
 TN1091
 TN1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ9591231006(NAD 83)
 TN1091_MARKER: Z = SEE DESCRIPTION
 TN1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1091+STABILITY: SURFACE MOTION
 TN1091
 TN1091  HISTORY     - Date     Condition        Report By
 TN1091  HISTORY     - 1905     MONUMENTED       IBC
 TN1091  HISTORY     - 1971     GOOD             IBC
 TN1091
 TN1091                          STATION DESCRIPTION
 TN1091
 TN1091'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1091'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1091'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1091'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1091'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1091'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1091'MONUMENT.
 TN1091
 TN1091                          STATION RECOVERY (1971)
 TN1091
 TN1091'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1091'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1092 ***********************************************************************
 TN1092  DESIGNATION -  BOUNDARY MON 268 CD US
 TN1092  PID         -  TN1092
 TN1092  STATE/COUNTY-  MT/FLATHEAD
 TN1092  USGS QUAD   -  
 TN1092
 TN1092                         *CURRENT SURVEY CONTROL
 TN1092  ___________________________________________________________________
 TN1092* NAD 83(1992)-  49 00 01.46135(N)    114 15 37.41544(W)     ADJUSTED  
 TN1092* NAVD 88     -      2073.     (meters)    6801.     (feet)  SCALED    
 TN1092  ___________________________________________________________________
 TN1092  LAPLACE CORR-          18.08  (seconds)                    DEFLEC99
 TN1092  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 TN1092
 TN1092  HORZ ORDER  -  THIRD
 TN1092
 TN1092.The horizontal coordinates were established by classical geodetic methods
 TN1092.and adjusted by the National Geodetic Survey in July 1992..
 TN1092
 TN1092.The orthometric height was scaled from a topographic map.
 TN1092
 TN1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1092
 TN1092.The geoid height was determined by GEOID03.
 TN1092
 TN1092;                    North         East     Units Scale Factor Converg.
 TN1092;SPC MT       -   538,494.423   251,890.638   MT  1.00000025   -3 28 56.1
 TN1092;SPC MT       - 1,766,713.99    826,412.85   iFT  1.00000025   -3 28 56.1
 TN1092;UTM  11      - 5,431,117.541   700,369.571   MT  1.00009323   +2 04 05.9
 TN1092
 TN1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1092!SPC MT       -   0.99967749  x   1.00000025  =   0.99967774
 TN1092!UTM  11      -   0.99967749  x   1.00009323  =   0.99977069
 TN1092
 TN1092:                Primary Azimuth Mark                     Grid Az
 TN1092:SPC MT       -  HEFTY                                    273 00 26.8
 TN1092:UTM  11      -  HEFTY                                    267 27 24.8
 TN1092
 TN1092|---------------------------------------------------------------------|
 TN1092| PID    Reference Object                     Distance      Geod. Az  |
 TN1092|                                                           dddmmss.s |
 TN1092| TN1041 HEFTY                               APPROX.22.8 KM 2693130.7 |
 TN1092|---------------------------------------------------------------------|
 TN1092
 TN1092                          SUPERSEDED SURVEY CONTROL
 TN1092
 TN1092  NAD 83(1986)-  49 00 01.47284(N)    114 15 37.41116(W) AD(       ) 3
 TN1092
 TN1092.Superseded values are not recommended for survey control.
 TN1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1092.See file dsdata.txt to determine how the superseded data were derived.
 TN1092
 TN1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQQ0037031118(NAD 83)
 TN1092_MARKER: Z = SEE DESCRIPTION
 TN1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1092+STABILITY: SURFACE MOTION
 TN1092
 TN1092  HISTORY     - Date     Condition        Report By
 TN1092  HISTORY     - 1905     MONUMENTED       IBC
 TN1092  HISTORY     - 1971     GOOD             IBC
 TN1092
 TN1092                          STATION DESCRIPTION
 TN1092
 TN1092'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1092'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1092'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1092'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1092'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1092'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1092'MONUMENT.
 TN1092
 TN1092                          STATION RECOVERY (1971)
 TN1092
 TN1092'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1092'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1093 ***********************************************************************
 TN1093  DESIGNATION -  BOUNDARY MON 269 CD US
 TN1093  PID         -  TN1093
 TN1093  STATE/COUNTY-  MT/FLATHEAD
 TN1093  USGS QUAD   -  
 TN1093
 TN1093                         *CURRENT SURVEY CONTROL
 TN1093  ___________________________________________________________________
 TN1093* NAD 83(1992)-  48 59 59.85257(N)    114 12 02.89593(W)     ADJUSTED  
 TN1093* NAVD 88     -      2744.     (meters)    9003.     (feet)  SCALED    
 TN1093  ___________________________________________________________________
 TN1093  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 TN1093  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 TN1093
 TN1093  HORZ ORDER  -  THIRD
 TN1093
 TN1093.The horizontal coordinates were established by classical geodetic methods
 TN1093.and adjusted by the National Geodetic Survey in July 1992..
 TN1093
 TN1093.The orthometric height was scaled from a topographic map.
 TN1093
 TN1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1093
 TN1093.The geoid height was determined by GEOID03.
 TN1093
 TN1093;                    North         East     Units Scale Factor Converg.
 TN1093;SPC MT       -   538,181.636   256,239.889   MT  0.99999997   -3 26 19.2
 TN1093;SPC MT       - 1,765,687.78    840,682.05   iFT  0.99999997   -3 26 19.2
 TN1093;UTM  11      - 5,431,226.962   704,729.135   MT  1.00011493   +2 06 47.9
 TN1093
 TN1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1093!SPC MT       -   0.99957240  x   0.99999997  =   0.99957237
 TN1093!UTM  11      -   0.99957240  x   1.00011493  =   0.99968728
 TN1093
 TN1093|---------------------------------------------------------------------|
 TN1093| PID    Reference Object                     Distance      Geod. Az  |
 TN1093|                                                           dddmmss.s |
 TN1093| TN1109 BOUNDARY MON 269 SUB                 88.631 METERS 19403     |
 TN1093| TN1100 POINT EDWARD                        APPROX. 6.0 KM 2950210.6 |
 TN1093|---------------------------------------------------------------------|
 TN1093
 TN1093                          SUPERSEDED SURVEY CONTROL
 TN1093
 TN1093  NAD 83(1986)-  48 59 59.86393(N)    114 12 02.88889(W) AD(       ) 3
 TN1093
 TN1093.Superseded values are not recommended for survey control.
 TN1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1093.See file dsdata.txt to determine how the superseded data were derived.
 TN1093
 TN1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQQ0472931227(NAD 83)
 TN1093_MARKER: Z = SEE DESCRIPTION
 TN1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1093+STABILITY: SURFACE MOTION
 TN1093
 TN1093  HISTORY     - Date     Condition        Report By
 TN1093  HISTORY     - 1905     MONUMENTED       IBC
 TN1093  HISTORY     - 1971     GOOD             IBC
 TN1093
 TN1093                          STATION DESCRIPTION
 TN1093
 TN1093'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1093'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1093'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1093'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1093'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1093'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1093'MONUMENT.
 TN1093
 TN1093                          STATION RECOVERY (1971)
 TN1093
 TN1093'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1093'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1094 ***********************************************************************
 TN1094  DESIGNATION -  BOUNDARY MON 270 CD US
 TN1094  PID         -  TN1094
 TN1094  STATE/COUNTY-  MT/FLATHEAD
 TN1094  USGS QUAD   -  
 TN1094
 TN1094                         *CURRENT SURVEY CONTROL
 TN1094  ___________________________________________________________________
 TN1094* NAD 83(1992)-  48 59 59.25516(N)    114 10 48.96513(W)     ADJUSTED  
 TN1094* NAVD 88     -      2103.     (meters)    6900.     (feet)  SCALED    
 TN1094  ___________________________________________________________________
 TN1094  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 TN1094  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 TN1094
 TN1094  HORZ ORDER  -  THIRD
 TN1094
 TN1094.The horizontal coordinates were established by classical geodetic methods
 TN1094.and adjusted by the National Geodetic Survey in July 1992..
 TN1094
 TN1094.The orthometric height was scaled from a topographic map.
 TN1094
 TN1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1094
 TN1094.The geoid height was determined by GEOID03.
 TN1094
 TN1094;                    North         East     Units Scale Factor Converg.
 TN1094;SPC MT       -   538,073.280   257,738.775   MT  0.99999987   -3 25 25.1
 TN1094;SPC MT       - 1,765,332.28    845,599.66   iFT  0.99999987   -3 25 25.1
 TN1094;UTM  11      - 5,431,264.141   706,231.651   MT  1.00012252   +2 07 43.7
 TN1094
 TN1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1094!SPC MT       -   0.99967280  x   0.99999987  =   0.99967267
 TN1094!UTM  11      -   0.99967280  x   1.00012252  =   0.99979528
 TN1094
 TN1094:                Primary Azimuth Mark                     Grid Az
 TN1094:SPC MT       -  BOUNDARY MON 269 SUB                     270 53 41.7
 TN1094:UTM  11      -  BOUNDARY MON 269 SUB                     265 20 32.9
 TN1094
 TN1094|---------------------------------------------------------------------|
 TN1094| PID    Reference Object                     Distance      Geod. Az  |
 TN1094|                                                           dddmmss.s |
 TN1094| TN1109 BOUNDARY MON 269 SUB                APPROX. 1.5 KM 2672816.6 |
 TN1094|---------------------------------------------------------------------|
 TN1094
 TN1094                          SUPERSEDED SURVEY CONTROL
 TN1094
 TN1094  NAD 83(1986)-  48 59 59.26588(N)    114 10 48.95906(W) AD(       ) 3
 TN1094
 TN1094.Superseded values are not recommended for survey control.
 TN1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1094.See file dsdata.txt to determine how the superseded data were derived.
 TN1094
 TN1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQQ0623231264(NAD 83)
 TN1094_MARKER: Z = SEE DESCRIPTION
 TN1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1094+STABILITY: SURFACE MOTION
 TN1094
 TN1094  HISTORY     - Date     Condition        Report By
 TN1094  HISTORY     - 1905     MONUMENTED       IBC
 TN1094  HISTORY     - 1971     GOOD             IBC
 TN1094
 TN1094                          STATION DESCRIPTION
 TN1094
 TN1094'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1094'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1094'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1094'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1094'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1094'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1094'MONUMENT.
 TN1094
 TN1094                          STATION RECOVERY (1971)
 TN1094
 TN1094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1094'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1095 ***********************************************************************
 TN1095  DESIGNATION -  BOUNDARY MON 271 CD US
 TN1095  PID         -  TN1095
 TN1095  STATE/COUNTY-  MT/FLATHEAD
 TN1095  USGS QUAD   -  KINTLA PEAK (1968)
 TN1095
 TN1095                         *CURRENT SURVEY CONTROL
 TN1095  ___________________________________________________________________
 TN1095* NAD 83(1992)-  48 59 57.77216(N)    114 07 46.24089(W)     ADJUSTED  
 TN1095* NAVD 88     -      1555.     (meters)    5102.     (feet)  SCALED    
 TN1095  ___________________________________________________________________
 TN1095  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 TN1095  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 TN1095
 TN1095  HORZ ORDER  -  THIRD
 TN1095
 TN1095.The horizontal coordinates were established by classical geodetic methods
 TN1095.and adjusted by the National Geodetic Survey in July 1992..
 TN1095
 TN1095.The orthometric height was scaled from a topographic map.
 TN1095
 TN1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1095
 TN1095.The geoid height was determined by GEOID03.
 TN1095
 TN1095;                    North         East     Units Scale Factor Converg.
 TN1095;SPC MT       -   537,806.957   261,443.488   MT  0.99999962   -3 23 11.4
 TN1095;SPC MT       - 1,764,458.52    857,754.23   iFT  0.99999962   -3 23 11.4
 TN1095;UTM  11      - 5,431,357.576   709,945.240   MT  1.00014151   +2 10 01.7
 TN1095
 TN1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1095!SPC MT       -   0.99975858  x   0.99999962  =   0.99975820
 TN1095!UTM  11      -   0.99975858  x   1.00014151  =   0.99990006
 TN1095
 TN1095:                Primary Azimuth Mark                     Grid Az
 TN1095:SPC MT       -  AKAMINA                                  349 41 57.4
 TN1095:UTM  11      -  AKAMINA                                  344 08 44.3
 TN1095
 TN1095|---------------------------------------------------------------------|
 TN1095| PID    Reference Object                     Distance      Geod. Az  |
 TN1095|                                                           dddmmss.s |
 TN1095| TN1027 AKAMINA                             APPROX. 2.6 KM 3461846.0 |
 TN1095|---------------------------------------------------------------------|
 TN1095
 TN1095                          SUPERSEDED SURVEY CONTROL
 TN1095
 TN1095  NAD 83(1986)-  48 59 57.78278(N)    114 07 46.23500(W) AD(       ) 3
 TN1095
 TN1095.Superseded values are not recommended for survey control.
 TN1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1095.See file dsdata.txt to determine how the superseded data were derived.
 TN1095
 TN1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQQ0994531358(NAD 83)
 TN1095_MARKER: Z = SEE DESCRIPTION
 TN1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1095+STABILITY: SURFACE MOTION
 TN1095
 TN1095  HISTORY     - Date     Condition        Report By
 TN1095  HISTORY     - 1905     MONUMENTED       IBC
 TN1095  HISTORY     - 1971     GOOD             IBC
 TN1095
 TN1095                          STATION DESCRIPTION
 TN1095
 TN1095'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1095'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1095'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1095'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1095'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1095'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1095'MONUMENT.
 TN1095
 TN1095                          STATION RECOVERY (1971)
 TN1095
 TN1095'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1095'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1026 ***********************************************************************
 TN1026  DESIGNATION -  BOUNDARY MON 272 CD US
 TN1026  PID         -  TN1026
 TN1026  STATE/COUNTY-  MT/GLACIER
 TN1026  USGS QUAD   -  MOUNT CARTER (1968)
 TN1026
 TN1026                         *CURRENT SURVEY CONTROL
 TN1026  ___________________________________________________________________
 TN1026* NAD 83(1992)-  48 59 55.88502(N)    114 04 05.44752(W)     ADJUSTED  
 TN1026* NAVD 88     -      2276.3    (meters)    7468.     (feet)  VERTCON   
 TN1026  ___________________________________________________________________
 TN1026  X           -  -1,710,417.345 (meters)                     COMP
 TN1026  Y           -  -3,829,390.101 (meters)                     COMP
 TN1026  Z           -   4,792,181.778 (meters)                     COMP
 TN1026  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 TN1026  ELLIP HEIGHT-        2261.08  (meters)          (07/28/92) GPS OBS
 TN1026  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 TN1026
 TN1026  HORZ ORDER  -  FIRST
 TN1026  ELLP ORDER  -  FIFTH     CLASS I
 TN1026
 TN1026.The horizontal coordinates were established by GPS observations
 TN1026.and adjusted by the National Geodetic Survey in July 1992..
 TN1026
 TN1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN1026
 TN1026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN1026
 TN1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1026
 TN1026.The ellipsoidal height was determined by GPS observations
 TN1026.and is referenced to NAD 83.
 TN1026
 TN1026.The geoid height was determined by GEOID03.
 TN1026
 TN1026;                    North         East     Units Scale Factor Converg.
 TN1026;SPC MT       -   537,485.414   265,920.145   MT  0.99999930   -3 20 29.9
 TN1026;SPC MT       - 1,763,403.59    872,441.42   iFT  0.99999930   -3 20 29.9
 TN1026;UTM  11      - 5,431,470.858   714,432.691   MT  1.00016490   +2 12 48.5
 TN1026;UTM  12      - 5,431,865.273   275,595.281   MT  1.00021867   -2 18 59.4
 TN1026
 TN1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1026!SPC MT       -   0.99964578  x   0.99999930  =   0.99964508
 TN1026!UTM  11      -   0.99964578  x   1.00016490  =   0.99981063
 TN1026!UTM  12      -   0.99964578  x   1.00021867  =   0.99986438
 TN1026
 TN1026:                Primary Azimuth Mark                     Grid Az
 TN1026:SPC MT       -  SOUTH DIVIDE                             166 10 12.8
 TN1026:UTM  11      -  SOUTH DIVIDE                             160 36 54.4
 TN1026:UTM  12      -  SOUTH DIVIDE                             165 08 42.3
 TN1026
 TN1026|---------------------------------------------------------------------|
 TN1026| PID    Reference Object                     Distance      Geod. Az  |
 TN1026|                                                           dddmmss.s |
 TN1026| TN1105 SOUTH DIVIDE                        APPROX. 0.8 KM 1624942.9 |
 TN1026|---------------------------------------------------------------------|
 TN1026
 TN1026                          SUPERSEDED SURVEY CONTROL
 TN1026
 TN1026  NAD 83(1986)-  48 59 55.89609(N)    114 04 05.44103(W) AD(       ) 1
 TN1026  NGVD 29 (08/25/89) 2274.9    (m)         7464.     (f) GPS OBS        
 TN1026
 TN1026.Superseded values are not recommended for survey control.
 TN1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1026.See file dsdata.txt to determine how the superseded data were derived.
 TN1026
 TN1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQQ1443331471(NAD 83)
 TN1026_MARKER: DU = BOUNDARY MARKER
 TN1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1026+STABILITY: POSITION/ELEVATION WELL
 TN1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1026+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 TN1026
 TN1026  HISTORY     - Date     Condition        Report By
 TN1026  HISTORY     - 1905     MONUMENTED       IBC
 TN1026  HISTORY     - 1905     GOOD             IBC
 TN1026  HISTORY     - 1971     GOOD             IBC
 TN1026  HISTORY     - 19880721 GOOD             NGS
 TN1026
 TN1026                          STATION DESCRIPTION
 TN1026
 TN1026'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1026'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1026'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1026'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1026'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TN1026'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TN1026'MONUMENT.
 TN1026
 TN1026                          STATION RECOVERY (1905)
 TN1026
 TN1026'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TN1026'RECOVERED IN GOOD CONDITION.
 TN1026
 TN1026                          STATION RECOVERY (1971)
 TN1026
 TN1026'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1026'STATION SEARCHED FOR AND RECOVERED.
 TN1026
 TN1026                          STATION RECOVERY (1988)
 TN1026
 TN1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN1026'THE MONUMENT IS LOCATED BETWEEN GLACIER NATIONAL PARK, MONTANA AND
 TN1026'WATERTON LAKES NATIONAL PARK, BRITISH COLUMBIA - ALBERTA.  THE
 TN1026'MONUMENT IS LOCATED AT THE SUMMIT OF THE ROCKY MOUNTAINS THUS, MARKS
 TN1026'THE CONTINENTAL DIVIDE.
 TN1026'THE MONUMENT WAS REACHED BY HELICOPTER FROM WEST GLACIER, MONTANA.
 TN1026'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.4 M
 TN1026'(4.6 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TN1026'PROJECTS ABOUT 0.10 M (0.3 FT) ABOVE THE SURFACE.  AN INSCRIPTION
 TN1026'READING --TREATY OF 1846 LINE ESTABLISHED 1857-1861 SURVEYED AND
 TN1026'MARKED 1903-1907-- IS ON THE EAST SIDE OF THE OBELISK, --UNITED
 TN1026'STATES-- ON THE SOUTH SIDE, --CANADA-- ON THE NORTH SIDE AND ON THE
 TN1026'WEST SIDE IS A PLATE BEARING THE NUMBER --272--.
 TN1026'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TN1026'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1096 ***********************************************************************
 TN1096  DESIGNATION -  BOUNDARY MON 273 CD US
 TN1096  PID         -  TN1096
 TN1096  STATE/COUNTY-  MT/TETON
 TN1096  USGS QUAD   -  MOUNT CARTER (1968)
 TN1096
 TN1096                         *CURRENT SURVEY CONTROL
 TN1096  ___________________________________________________________________
 TN1096* NAD 83(1992)-  48 59 55.77810(N)    114 02 33.67251(W)     ADJUSTED  
 TN1096* NAVD 88     -      2012.     (meters)    6601.     (feet)  SCALED    
 TN1096  ___________________________________________________________________
 TN1096  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 TN1096  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 TN1096
 TN1096  HORZ ORDER  -  THIRD
 TN1096
 TN1096.The horizontal coordinates were established by classical geodetic methods
 TN1096.and adjusted by the National Geodetic Survey in July 1992..
 TN1096
 TN1096.The orthometric height was scaled from a topographic map.
 TN1096
 TN1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1096
 TN1096.The geoid height was determined by GEOID03.
 TN1096
 TN1096;                    North         East     Units Scale Factor Converg.
 TN1096;SPC MT       -   537,373.685   267,782.214   MT  0.99999928   -3 19 22.8
 TN1096;SPC MT       - 1,763,037.02    878,550.57   iFT  0.99999928   -3 19 22.8
 TN1096;UTM  11      - 5,431,539.930   716,297.147   MT  1.00017477   +2 13 57.8
 TN1096;UTM  12      - 5,431,786.870   277,459.451   MT  1.00020843   -2 17 50.1
 TN1096
 TN1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1096!SPC MT       -   0.99968700  x   0.99999928  =   0.99968628
 TN1096!UTM  11      -   0.99968700  x   1.00017477  =   0.99986172
 TN1096!UTM  12      -   0.99968700  x   1.00020843  =   0.99989536
 TN1096
 TN1096:                Primary Azimuth Mark                     Grid Az
 TN1096:SPC MT       -  SOUTH DIVIDE                             248 32 26.3
 TN1096:UTM  11      -  SOUTH DIVIDE                             242 59 05.7
 TN1096:UTM  12      -  SOUTH DIVIDE                             247 30 53.6
 TN1096
 TN1096|---------------------------------------------------------------------|
 TN1096| PID    Reference Object                     Distance      Geod. Az  |
 TN1096|                                                           dddmmss.s |
 TN1096| TN1105 SOUTH DIVIDE                        APPROX. 1.8 KM 2451303.5 |
 TN1096|---------------------------------------------------------------------|
 TN1096
 TN1096                          SUPERSEDED SURVEY CONTROL
 TN1096
 TN1096  NAD 83(1986)-  48 59 55.78929(N)    114 02 33.66594(W) AD(       ) 3
 TN1096
 TN1096.Superseded values are not recommended for survey control.
 TN1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1096.See file dsdata.txt to determine how the superseded data were derived.
 TN1096
 TN1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQQ1629731540(NAD 83)
 TN1096_MARKER: Z = SEE DESCRIPTION
 TN1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1096+STABILITY: SURFACE MOTION
 TN1096
 TN1096  HISTORY     - Date     Condition        Report By
 TN1096  HISTORY     - 1905     MONUMENTED       IBC
 TN1096  HISTORY     - 1971     GOOD             IBC
 TN1096
 TN1096                          STATION DESCRIPTION
 TN1096
 TN1096'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TN1096'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TN1096'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TN1096'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TN1096'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TN1096'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TN1096'OUTLINED BY DRILL HOLES.
 TN1096
 TN1096                          STATION RECOVERY (1971)
 TN1096
 TN1096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TN1096'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1014 ***********************************************************************
 TM1014  DESIGNATION -  BOUNDARY MON 274 CD US
 TM1014  PID         -  TM1014
 TM1014  STATE/COUNTY-  MT/TETON
 TM1014  USGS QUAD   -  PORCUPINE RIDGE (1968)
 TM1014
 TM1014                         *CURRENT SURVEY CONTROL
 TM1014  ___________________________________________________________________
 TM1014* NAD 83(1992)-  48 59 55.48568(N)    113 58 29.88919(W)     ADJUSTED  
 TM1014* NAVD 88     -      1656.     (meters)    5433.     (feet)  SCALED    
 TM1014  ___________________________________________________________________
 TM1014  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 TM1014  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 TM1014
 TM1014  HORZ ORDER  -  THIRD
 TM1014
 TM1014.The horizontal coordinates were established by classical geodetic methods
 TM1014.and adjusted by the National Geodetic Survey in July 1992..
 TM1014
 TM1014.The orthometric height was scaled from a topographic map.
 TM1014
 TM1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1014
 TM1014.The geoid height was determined by GEOID03.
 TM1014
 TM1014;                    North         East     Units Scale Factor Converg.
 TM1014;SPC MT       -   537,079.582   272,728.621   MT  0.99999923   -3 16 24.5
 TM1014;SPC MT       - 1,762,072.12    894,778.94   iFT  0.99999923   -3 16 24.5
 TM1014;UTM  12      - 5,431,581.394   282,411.302   MT  1.00018166   -2 14 45.9
 TM1014;UTM  11      - 5,431,726.195   721,249.723   MT  1.00020140   +2 17 02.0
 TM1014
 TM1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1014!SPC MT       -   0.99974277  x   0.99999923  =   0.99974200
 TM1014!UTM  12      -   0.99974277  x   1.00018166  =   0.99992438
 TM1014!UTM  11      -   0.99974277  x   1.00020140  =   0.99994412
 TM1014
 TM1014:                Primary Azimuth Mark                     Grid Az
 TM1014:SPC MT       -  CAMPBELL SW                              134 00 32.3
 TM1014:UTM  12      -  CAMPBELL SW                              132 58 53.7
 TM1014:UTM  11      -  CAMPBELL SW                              128 27 05.8
 TM1014
 TM1014|---------------------------------------------------------------------|
 TM1014| PID    Reference Object                     Distance      Geod. Az  |
 TM1014|                                                           dddmmss.s |
 TM1014| TM1006 CAMPBELL SW                         APPROX. 3.5 KM 1304407.8 |
 TM1014|---------------------------------------------------------------------|
 TM1014
 TM1014                          SUPERSEDED SURVEY CONTROL
 TM1014
 TM1014  NAD 83(1986)-  48 59 55.49722(N)    113 58 29.88181(W) AD(       ) 3
 TM1014
 TM1014.Superseded values are not recommended for survey control.
 TM1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1014.See file dsdata.txt to determine how the superseded data were derived.
 TM1014
 TM1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV8241131581(NAD 83)
 TM1014_MARKER: Z = SEE DESCRIPTION
 TM1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1014_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1014+STABILITY: SURFACE MOTION
 TM1014
 TM1014  HISTORY     - Date     Condition        Report By
 TM1014  HISTORY     - 1905     MONUMENTED       IBC
 TM1014  HISTORY     - 1971     GOOD             IBC
 TM1014
 TM1014                          STATION DESCRIPTION
 TM1014
 TM1014'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1014'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1014'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1014'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1014'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1014'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1014'OUTLINED BY DRILL HOLES.
 TM1014
 TM1014                          STATION RECOVERY (1971)
 TM1014
 TM1014'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TM1014'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1015 ***********************************************************************
 TM1015  DESIGNATION -  BOUNDARY MON 275 CD US
 TM1015  PID         -  TM1015
 TM1015  STATE/COUNTY-  MT/TETON
 TM1015  USGS QUAD   -  PORCUPINE RIDGE (1968)
 TM1015
 TM1015                         *CURRENT SURVEY CONTROL
 TM1015  ___________________________________________________________________
 TM1015* NAD 83(1992)-  48 59 55.34140(N)    113 56 19.56492(W)     ADJUSTED  
 TM1015* NAVD 88     -      1571.     (meters)    5154.     (feet)  SCALED    
 TM1015  ___________________________________________________________________
 TM1015  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 TM1015  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 TM1015
 TM1015  HORZ ORDER  -  THIRD
 TM1015
 TM1015.The horizontal coordinates were established by classical geodetic methods
 TM1015.and adjusted by the National Geodetic Survey in July 1992..
 TM1015
 TM1015.The orthometric height was scaled from a topographic map.
 TM1015
 TM1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1015
 TM1015.The geoid height was determined by GEOID03.
 TM1015
 TM1015;                    North         East     Units Scale Factor Converg.
 TM1015;SPC MT       -   536,924.483   275,373.051   MT  0.99999920   -3 14 49.1
 TM1015;SPC MT       - 1,761,563.26    903,454.89   iFT  0.99999920   -3 14 49.1
 TM1015;UTM  12      - 5,431,473.737   285,058.553   MT  1.00016759   -2 13 07.4
 TM1015;UTM  11      - 5,431,827.959   723,897.298   MT  1.00021588   +2 18 40.5
 TM1015
 TM1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1015!SPC MT       -   0.99975609  x   0.99999920  =   0.99975529
 TM1015!UTM  12      -   0.99975609  x   1.00016759  =   0.99992364
 TM1015!UTM  11      -   0.99975609  x   1.00021588  =   0.99997192
 TM1015
 TM1015:                Primary Azimuth Mark                     Grid Az
 TM1015:SPC MT       -  CAMPBELL SW                              182 34 55.3
 TM1015:UTM  12      -  CAMPBELL SW                              181 33 13.6
 TM1015:UTM  11      -  CAMPBELL SW                              177 01 25.7
 TM1015
 TM1015|---------------------------------------------------------------------|
 TM1015| PID    Reference Object                     Distance      Geod. Az  |
 TM1015|                                                           dddmmss.s |
 TM1015| TM1006 CAMPBELL SW                         APPROX. 2.3 KM 1792006.2 |
 TM1015|---------------------------------------------------------------------|
 TM1015
 TM1015                          SUPERSEDED SURVEY CONTROL
 TM1015
 TM1015  NAD 83(1986)-  48 59 55.35318(N)    113 56 19.55697(W) AD(       ) 3
 TM1015
 TM1015.Superseded values are not recommended for survey control.
 TM1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1015.See file dsdata.txt to determine how the superseded data were derived.
 TM1015
 TM1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV8505931474(NAD 83)
 TM1015_MARKER: Z = SEE DESCRIPTION
 TM1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1015+STABILITY: SURFACE MOTION
 TM1015
 TM1015  HISTORY     - Date     Condition        Report By
 TM1015  HISTORY     - 1905     MONUMENTED       IBC
 TM1015  HISTORY     - 1971     GOOD             IBC
 TM1015
 TM1015                          STATION DESCRIPTION
 TM1015
 TM1015'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1015'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1015'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1015'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1015'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1015'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1015'OUTLINED BY DRILL HOLES.
 TM1015
 TM1015                          STATION RECOVERY (1971)
 TM1015
 TM1015'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TM1015'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1016 ***********************************************************************
 TM1016  DESIGNATION -  BOUNDARY MON 276 CD US
 TM1016  PID         -  TM1016
 TM1016  STATE/COUNTY-  MT/TETON
 TM1016  USGS QUAD   -  PORCUPINE RIDGE (1968)
 TM1016
 TM1016                         *CURRENT SURVEY CONTROL
 TM1016  ___________________________________________________________________
 TM1016* NAD 83(1992)-  48 59 55.20762(N)    113 54 21.73523(W)     ADJUSTED  
 TM1016* NAVD 88     -      1285.     (meters)    4216.     (feet)  SCALED    
 TM1016  ___________________________________________________________________
 TM1016  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 TM1016  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 TM1016
 TM1016  HORZ ORDER  -  THIRD
 TM1016
 TM1016.The horizontal coordinates were established by classical geodetic methods
 TM1016.and adjusted by the National Geodetic Survey in July 1992..
 TM1016
 TM1016.The orthometric height was scaled from a topographic map.
 TM1016
 TM1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1016
 TM1016.The geoid height was determined by GEOID03.
 TM1016
 TM1016;                    North         East     Units Scale Factor Converg.
 TM1016;SPC MT       -   536,785.203   277,764.009   MT  0.99999918   -3 13 22.9
 TM1016;SPC MT       - 1,761,106.31    911,299.24   iFT  0.99999918   -3 13 22.9
 TM1016;UTM  12      - 5,431,377.387   287,452.014   MT  1.00015502   -2 11 38.4
 TM1016
 TM1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1016!SPC MT       -   0.99980090  x   0.99999918  =   0.99980008
 TM1016!UTM  12      -   0.99980090  x   1.00015502  =   0.99995589
 TM1016
 TM1016:                Primary Azimuth Mark                     Grid Az
 TM1016:SPC MT       -  BOUNDARY MON 277 CD US                   093 41 55.2
 TM1016:UTM  12      -  BOUNDARY MON 277 CD US                   092 40 10.7
 TM1016
 TM1016|---------------------------------------------------------------------|
 TM1016| PID    Reference Object                     Distance      Geod. Az  |
 TM1016|                                                           dddmmss.s |
 TM1016| TM1017 BOUNDARY MON 277 CD US              APPROX. 2.6 KM 0902832.3 |
 TM1016|---------------------------------------------------------------------|
 TM1016
 TM1016                          SUPERSEDED SURVEY CONTROL
 TM1016
 TM1016  NAD 83(1986)-  48 59 55.21985(N)    113 54 21.72857(W) AD(       ) 3
 TM1016
 TM1016.Superseded values are not recommended for survey control.
 TM1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1016.See file dsdata.txt to determine how the superseded data were derived.
 TM1016
 TM1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV8745231377(NAD 83)
 TM1016_MARKER: Z = SEE DESCRIPTION
 TM1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1016+STABILITY: SURFACE MOTION
 TM1016
 TM1016  HISTORY     - Date     Condition        Report By
 TM1016  HISTORY     - 1905     MONUMENTED       IBC
 TM1016  HISTORY     - 1937     POOR             IBC
 TM1016  HISTORY     - 1971     GOOD             IBC
 TM1016
 TM1016                          STATION DESCRIPTION
 TM1016
 TM1016'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1016'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1016'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1016'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1016'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1016'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1016'OUTLINED BY DRILL HOLES.
 TM1016
 TM1016                          STATION RECOVERY (1937)
 TM1016
 TM1016'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1937
 TM1016'MONUMENT 276--FOUND WITH TOP OF CONCRETE BASE BADLY DISINTEGRATED.
 TM1016'REPAIRS--DISINTEGRATED MATERIAL REMOVED, BASE RESTORED WITH NEW
 TM1016'CONCRETE TO DEPTH OF ONE FOOT.
 TM1016
 TM1016                          STATION RECOVERY (1971)
 TM1016
 TM1016'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TM1016'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1017 ***********************************************************************
 TM1017  DESIGNATION -  BOUNDARY MON 277 CD US
 TM1017  PID         -  TM1017
 TM1017  STATE/COUNTY-  MT/TETON
 TM1017  USGS QUAD   -  MOUNT CLEVELAND (1968)
 TM1017
 TM1017                         *CURRENT SURVEY CONTROL
 TM1017  ___________________________________________________________________
 TM1017* NAD 83(1992)-  48 59 54.50227(N)    113 52 16.08448(W)     ADJUSTED  
 TM1017* NAVD 88     -      2068.     (meters)    6785.     (feet)  SCALED    
 TM1017  ___________________________________________________________________
 TM1017  LAPLACE CORR-          10.82  (seconds)                    DEFLEC99
 TM1017  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 TM1017
 TM1017  HORZ ORDER  -  THIRD
 TM1017
 TM1017.The horizontal coordinates were established by classical geodetic methods
 TM1017.and adjusted by the National Geodetic Survey in July 1992..
 TM1017
 TM1017.The orthometric height was scaled from a topographic map.
 TM1017
 TM1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1017
 TM1017.The geoid height was determined by GEOID03.
 TM1017
 TM1017;                    North         East     Units Scale Factor Converg.
 TM1017;SPC MT       -   536,620.424   280,312.766   MT  0.99999906   -3 11 51.0
 TM1017;SPC MT       - 1,760,565.70    919,661.31   iFT  0.99999906   -3 11 51.0
 TM1017;UTM  12      - 5,431,258.409   290,003.701   MT  1.00014177   -2 10 03.4
 TM1017
 TM1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1017!SPC MT       -   0.99967826  x   0.99999906  =   0.99967732
 TM1017!UTM  12      -   0.99967826  x   1.00014177  =   0.99981998
 TM1017
 TM1017:                Primary Azimuth Mark                     Grid Az
 TM1017:SPC MT       -  BOUNDARY MON 276 CD US                   273 41 58.1
 TM1017:UTM  12      -  BOUNDARY MON 276 CD US                   272 40 10.5
 TM1017
 TM1017|---------------------------------------------------------------------|
 TM1017| PID    Reference Object                     Distance      Geod. Az  |
 TM1017|                                                           dddmmss.s |
 TM1017| TM1016 BOUNDARY MON 276 CD US              APPROX. 2.6 KM 2703007.1 |
 TM1017|---------------------------------------------------------------------|
 TM1017
 TM1017                          SUPERSEDED SURVEY CONTROL
 TM1017
 TM1017  NAD 83(1986)-  48 59 54.51374(N)    113 52 16.08061(W) AD(       ) 3
 TM1017
 TM1017.Superseded values are not recommended for survey control.
 TM1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1017.See file dsdata.txt to determine how the superseded data were derived.
 TM1017
 TM1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV9000431258(NAD 83)
 TM1017_MARKER: Z = SEE DESCRIPTION
 TM1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1017_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1017+STABILITY: SURFACE MOTION
 TM1017
 TM1017  HISTORY     - Date     Condition        Report By
 TM1017  HISTORY     - 1905     MONUMENTED       IBC
 TM1017  HISTORY     - 1971     GOOD             IBC
 TM1017
 TM1017                          STATION DESCRIPTION
 TM1017
 TM1017'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1017'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1017'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1017'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1017'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1017'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1017'OUTLINED BY DRILL HOLES.
 TM1017
 TM1017                          STATION RECOVERY (1971)
 TM1017
 TM1017'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TM1017'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0964 ***********************************************************************
 TM0964  DESIGNATION -  BOUNDARY MON 278 CD US
 TM0964  PID         -  TM0964
 TM0964  STATE/COUNTY-  MT/GLACIER
 TM0964  USGS QUAD   -  MOUNT CLEVELAND (1968)
 TM0964
 TM0964                         *CURRENT SURVEY CONTROL
 TM0964  ___________________________________________________________________
 TM0964* NAD 83(1992)-  48 59 53.58991(N)    113 49 29.72764(W)     ADJUSTED  
 TM0964* NAVD 88     -      2616.9    (meters)    8586.     (feet)  VERTCON   
 TM0964  ___________________________________________________________________
 TM0964  X           -  -1,694,255.717 (meters)                     COMP
 TM0964  Y           -  -3,836,870.596 (meters)                     COMP
 TM0964  Z           -   4,792,392.142 (meters)                     COMP
 TM0964  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 TM0964  ELLIP HEIGHT-        2601.48  (meters)          (07/28/92) GPS OBS
 TM0964  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 TM0964
 TM0964  HORZ ORDER  -  FIRST
 TM0964  ELLP ORDER  -  FIFTH     CLASS I
 TM0964
 TM0964.The horizontal coordinates were established by GPS observations
 TM0964.and adjusted by the National Geodetic Survey in July 1992..
 TM0964
 TM0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0964
 TM0964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM0964
 TM0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0964
 TM0964.The ellipsoidal height was determined by GPS observations
 TM0964.and is referenced to NAD 83.
 TM0964
 TM0964.The geoid height was determined by GEOID03.
 TM0964
 TM0964;                    North         East     Units Scale Factor Converg.
 TM0964;SPC MT       -   536,404.672   283,687.388   MT  0.99999890   -3 09 49.3
 TM0964;SPC MT       - 1,759,857.85    930,732.90   iFT  0.99999890   -3 09 49.3
 TM0964;UTM  12      - 5,431,103.360   293,382.110   MT  1.00012448   -2 07 57.7
 TM0964
 TM0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0964!SPC MT       -   0.99959248  x   0.99999890  =   0.99959138
 TM0964!UTM  12      -   0.99959248  x   1.00012448  =   0.99971691
 TM0964
 TM0964:                Primary Azimuth Mark                     Grid Az
 TM0964:SPC MT       -  BOUNDARY MON 277 CD US                   273 39 31.3
 TM0964:UTM  12      -  BOUNDARY MON 277 CD US                   272 37 39.7
 TM0964
 TM0964|---------------------------------------------------------------------|
 TM0964| PID    Reference Object                     Distance      Geod. Az  |
 TM0964|                                                           dddmmss.s |
 TM0964| TM1017 BOUNDARY MON 277 CD US              APPROX. 3.4 KM 2702942.0 |
 TM0964|---------------------------------------------------------------------|
 TM0964
 TM0964                          SUPERSEDED SURVEY CONTROL
 TM0964
 TM0964  NAD 83(1986)-  48 59 53.60060(N)    113 49 29.72110(W) AD(       ) 1
 TM0964  NGVD 29 (08/25/89) 2615.5    (m)         8581.     (f) GPS OBS        
 TM0964
 TM0964.Superseded values are not recommended for survey control.
 TM0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0964.See file dsdata.txt to determine how the superseded data were derived.
 TM0964
 TM0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV9338231103(NAD 83)
 TM0964_MARKER: DU = BOUNDARY MARKER
 TM0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0964+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 TM0964
 TM0964  HISTORY     - Date     Condition        Report By
 TM0964  HISTORY     - 1905     MONUMENTED       IBC
 TM0964  HISTORY     - 1905     GOOD             IBC
 TM0964  HISTORY     - 1971     GOOD             IBC
 TM0964  HISTORY     - 19880721 SEE DESCRIPTION  NGS
 TM0964
 TM0964                          STATION DESCRIPTION
 TM0964
 TM0964'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM0964'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM0964'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM0964'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM0964'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM0964'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM0964'OUTLINED BY DRILL HOLES.
 TM0964
 TM0964                          STATION RECOVERY (1905)
 TM0964
 TM0964'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TM0964'RECOVERED IN GOOD CONDITION.
 TM0964
 TM0964                          STATION RECOVERY (1971)
 TM0964
 TM0964'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TM0964'STATION SEARCHED FOR AND RECOVERED.
 TM0964
 TM0964                          STATION RECOVERY (1988)
 TM0964
 TM0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TM0964'THE MONUMENT IS LOCATED BETWEEN GLACIER NATIONAL PARK, MONTANA AND
 TM0964'WATERTON LAKES NATIONAL PARK, ALBERTA.  THE MONUMENT IS ABOUT 4.8 KM
 TM0964'(3.00 MI) EAST OF THE EAST SHORE OF UPPER WATERTON LAKE AND ABOUT 0.8
 TM0964'KM (0.50 MI) EAST OF SOUTH END OF CRYPT LAKE.
 TM0964'THE MONUMENT WAS REACHED BY HELICOPTER FROM WEST GLACIER, MONTANA.
 TM0964'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.5 M
 TM0964'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TM0964'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE TOP SECTION IN RAISED,
 TM0964'CAST LETTERS IS --CONVENTION OF 1818-- ON THE WEST SIDE, --TREATY OF
 TM0964'1908-- ON THE EAST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TM0964'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --278-- IS DRILLED NEAR THE
 TM0964'TOP OF THE EAST SIDE OF THE OBELISK.
 TM0964'THE MONUMENT APPEARED TO BE OUT OF PLUMB ABOUT 4.5 CM TO THE SOUTH BUT
 TM0964'WAS REPLUMBED DURING RECOVERY.
 TM0964'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TM0964'TYPED E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1018 ***********************************************************************
 TM1018  DESIGNATION -  BOUNDARY MON 279 CD US
 TM1018  PID         -  TM1018
 TM1018  STATE/COUNTY-  MT/TETON
 TM1018  USGS QUAD   -  MOUNT CLEVELAND (1968)
 TM1018
 TM1018                         *CURRENT SURVEY CONTROL
 TM1018  ___________________________________________________________________
 TM1018* NAD 83(1992)-  48 59 52.52995(N)    113 46 11.88756(W)     ADJUSTED  
 TM1018* NAVD 88     -      2157.     (meters)    7077.     (feet)  SCALED    
 TM1018  ___________________________________________________________________
 TM1018  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 TM1018  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 TM1018
 TM1018  HORZ ORDER  -  THIRD
 TM1018
 TM1018.The horizontal coordinates were established by classical geodetic methods
 TM1018.and adjusted by the National Geodetic Survey in July 1992..
 TM1018
 TM1018.The orthometric height was scaled from a topographic map.
 TM1018
 TM1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1018
 TM1018.The geoid height was determined by GEOID03.
 TM1018
 TM1018;                    North         East     Units Scale Factor Converg.
 TM1018;SPC MT       -   536,151.452   287,700.890   MT  0.99999872   -3 07 24.6
 TM1018;SPC MT       - 1,759,027.07    943,900.56   iFT  0.99999872   -3 07 24.6
 TM1018;UTM  12      - 5,430,922.424   297,399.985   MT  1.00010428   -2 05 28.2
 TM1018
 TM1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1018!SPC MT       -   0.99966431  x   0.99999872  =   0.99966303
 TM1018!UTM  12      -   0.99966431  x   1.00010428  =   0.99976856
 TM1018
 TM1018                          SUPERSEDED SURVEY CONTROL
 TM1018
 TM1018  NAD 83(1986)-  48 59 52.54097(N)    113 46 11.88090(W) AD(       ) 3
 TM1018
 TM1018.Superseded values are not recommended for survey control.
 TM1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1018.See file dsdata.txt to determine how the superseded data were derived.
 TM1018
 TM1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV9740030922(NAD 83)
 TM1018_MARKER: Z = SEE DESCRIPTION
 TM1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1018+STABILITY: SURFACE MOTION
 TM1018
 TM1018  HISTORY     - Date     Condition        Report By
 TM1018  HISTORY     - 1905     MONUMENTED       IBC
 TM1018  HISTORY     - 1971     GOOD             IBC
 TM1018
 TM1018                          STATION DESCRIPTION
 TM1018
 TM1018'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1018'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1018'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1018'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1018'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1018'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1018'OUTLINED BY DRILL HOLES.
 TM1018
 TM1018                          STATION RECOVERY (1971)
 TM1018
 TM1018'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TM1018'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1019 ***********************************************************************
 TM1019  DESIGNATION -  BOUNDARY MON 280 CD US
 TM1019  PID         -  TM1019
 TM1019  STATE/COUNTY-  MT/TETON
 TM1019  USGS QUAD   -  GABLE MOUNTAIN (1968)
 TM1019
 TM1019                         *CURRENT SURVEY CONTROL
 TM1019  ___________________________________________________________________
 TM1019* NAD 83(1992)-  48 59 51.30191(N)    113 42 39.97776(W)     ADJUSTED  
 TM1019* NAVD 88     -      1768.     (meters)    5801.     (feet)  SCALED    
 TM1019  ___________________________________________________________________
 TM1019  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 TM1019  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 TM1019
 TM1019  HORZ ORDER  -  THIRD
 TM1019
 TM1019.The horizontal coordinates were established by classical geodetic methods
 TM1019.and adjusted by the National Geodetic Survey in July 1992..
 TM1019
 TM1019.The orthometric height was scaled from a topographic map.
 TM1019
 TM1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1019
 TM1019.The geoid height was determined by GEOID03.
 TM1019
 TM1019;                    North         East     Units Scale Factor Converg.
 TM1019;SPC MT       -   535,880.486   291,999.886   MT  0.99999851   -3 04 49.6
 TM1019;SPC MT       - 1,758,138.08    958,004.88   iFT  0.99999851   -3 04 49.6
 TM1019;UTM  12      - 5,430,728.991   301,703.576   MT  1.00008308   -2 02 48.1
 TM1019
 TM1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1019!SPC MT       -   0.99972526  x   0.99999851  =   0.99972377
 TM1019!UTM  12      -   0.99972526  x   1.00008308  =   0.99980832
 TM1019
 TM1019                          SUPERSEDED SURVEY CONTROL
 TM1019
 TM1019  NAD 83(1986)-  48 59 51.31308(N)    113 42 39.97101(W) AD(       ) 3
 TM1019
 TM1019.Superseded values are not recommended for survey control.
 TM1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1019.See file dsdata.txt to determine how the superseded data were derived.
 TM1019
 TM1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV0170430729(NAD 83)
 TM1019_MARKER: Z = SEE DESCRIPTION
 TM1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1019+STABILITY: SURFACE MOTION
 TM1019
 TM1019  HISTORY     - Date     Condition        Report By
 TM1019  HISTORY     - 1905     MONUMENTED       IBC
 TM1019  HISTORY     - 1955     GOOD             IBC
 TM1019
 TM1019                          STATION DESCRIPTION
 TM1019
 TM1019'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1019'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1019'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1019'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1019'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1019'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1019'OUTLINED BY DRILL HOLES.
 TM1019
 TM1019                          STATION RECOVERY (1955)
 TM1019
 TM1019'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955
 TM1019'THIS MONUMENT WAS FOUND WITH THE CENTER BOLT BROKEN OFF TOP AND
 TM1019'BOTTOM, BASE NOT DISTURBED.  REPAIRED BY DRILLING HOLES THROUGH
 TM1019'OPPOSITE SIDES AT THE OVERLAP, INSERTING A 1/4 - INCH BOLT THROUGH
 TM1019'MONUMENT AND HEADING BOLT SO THAT NUT COULD NOT BE TURNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1020 ***********************************************************************
 TM1020  DESIGNATION -  BOUNDARY MON 281 CD US
 TM1020  PID         -  TM1020
 TM1020  STATE/COUNTY-  MT/TETON
 TM1020  USGS QUAD   -  GABLE MOUNTAIN (1968)
 TM1020
 TM1020                         *CURRENT SURVEY CONTROL
 TM1020  ___________________________________________________________________
 TM1020* NAD 83(1992)-  48 59 50.97525(N)    113 41 41.17348(W)     ADJUSTED  
 TM1020* NAVD 88     -      1460.     (meters)    4790.     (feet)  SCALED    
 TM1020  ___________________________________________________________________
 TM1020  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 TM1020  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 TM1020
 TM1020  HORZ ORDER  -  THIRD
 TM1020
 TM1020.The horizontal coordinates were established by classical geodetic methods
 TM1020.and adjusted by the National Geodetic Survey in July 1992..
 TM1020
 TM1020.The orthometric height was scaled from a topographic map.
 TM1020
 TM1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1020
 TM1020.The geoid height was determined by GEOID03.
 TM1020
 TM1020;                    North         East     Units Scale Factor Converg.
 TM1020;SPC MT       -   535,806.302   293,192.907   MT  0.99999846   -3 04 06.6
 TM1020;SPC MT       - 1,757,894.69    961,918.99   iFT  0.99999846   -3 04 06.6
 TM1020;UTM  12      - 5,430,676.342   302,897.840   MT  1.00007728   -2 02 03.6
 TM1020
 TM1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1020!SPC MT       -   0.99977351  x   0.99999846  =   0.99977197
 TM1020!UTM  12      -   0.99977351  x   1.00007728  =   0.99985077
 TM1020
 TM1020                          SUPERSEDED SURVEY CONTROL
 TM1020
 TM1020  NAD 83(1986)-  48 59 50.98680(N)    113 41 41.16641(W) AD(       ) 3
 TM1020
 TM1020.Superseded values are not recommended for survey control.
 TM1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1020.See file dsdata.txt to determine how the superseded data were derived.
 TM1020
 TM1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV0289830676(NAD 83)
 TM1020_MARKER: Z = SEE DESCRIPTION
 TM1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1020+STABILITY: SURFACE MOTION
 TM1020
 TM1020  HISTORY     - Date     Condition        Report By
 TM1020  HISTORY     - 1905     MONUMENTED       IBC
 TM1020  HISTORY     - 1968     GOOD             IBC
 TM1020
 TM1020                          STATION DESCRIPTION
 TM1020
 TM1020'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1020'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1020'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1020'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1020'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1020'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1020'OUTLINED BY DRILL HOLES.
 TM1020
 TM1020                          STATION RECOVERY (1968)
 TM1020
 TM1020'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TM1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1021 ***********************************************************************
 TM1021  DESIGNATION -  BOUNDARY MON 282 CD US
 TM1021  PID         -  TM1021
 TM1021  STATE/COUNTY-  MT/TETON
 TM1021  USGS QUAD   -  GABLE MOUNTAIN (1968)
 TM1021
 TM1021                         *CURRENT SURVEY CONTROL
 TM1021  ___________________________________________________________________
 TM1021* NAD 83(1992)-  48 59 51.85251(N)    113 39 03.33215(W)     ADJUSTED  
 TM1021* NAVD 88     -      1722.     (meters)    5650.     (feet)  SCALED    
 TM1021  ___________________________________________________________________
 TM1021  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 TM1021  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 TM1021
 TM1021  HORZ ORDER  -  THIRD
 TM1021
 TM1021.The horizontal coordinates were established by classical geodetic methods
 TM1021.and adjusted by the National Geodetic Survey in July 1992..
 TM1021
 TM1021.The orthometric height was scaled from a topographic map.
 TM1021
 TM1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1021
 TM1021.The geoid height was determined by GEOID03.
 TM1021
 TM1021;                    North         East     Units Scale Factor Converg.
 TM1021;SPC MT       -   535,662.518   296,398.150   MT  0.99999861   -3 02 11.1
 TM1021;SPC MT       - 1,757,422.96    972,434.88   iFT  0.99999861   -3 02 11.1
 TM1021;UTM  12      - 5,430,590.454   306,105.384   MT  1.00006187   -2 00 04.4
 TM1021
 TM1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1021!SPC MT       -   0.99973248  x   0.99999861  =   0.99973109
 TM1021!UTM  12      -   0.99973248  x   1.00006187  =   0.99979433
 TM1021
 TM1021:                Primary Azimuth Mark                     Grid Az
 TM1021:SPC MT       -  JACK                                     035 59 43.5
 TM1021:UTM  12      -  JACK                                     034 57 36.8
 TM1021
 TM1021|---------------------------------------------------------------------|
 TM1021| PID    Reference Object                     Distance      Geod. Az  |
 TM1021|                                                           dddmmss.s |
 TM1021| TM1011 JACK                                APPROX. 2.0 KM 0325732.4 |
 TM1021|---------------------------------------------------------------------|
 TM1021
 TM1021                          SUPERSEDED SURVEY CONTROL
 TM1021
 TM1021  NAD 83(1986)-  48 59 51.86325(N)    113 39 03.32620(W) AD(       ) 3
 TM1021
 TM1021.Superseded values are not recommended for survey control.
 TM1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1021.See file dsdata.txt to determine how the superseded data were derived.
 TM1021
 TM1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV0610530590(NAD 83)
 TM1021_MARKER: Z = SEE DESCRIPTION
 TM1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1021+STABILITY: SURFACE MOTION
 TM1021
 TM1021  HISTORY     - Date     Condition        Report By
 TM1021  HISTORY     - 1905     MONUMENTED       IBC
 TM1021  HISTORY     - 1975     GOOD             IBC
 TM1021
 TM1021                          STATION DESCRIPTION
 TM1021
 TM1021'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1021'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1021'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1021'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1021'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1021'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1021'OUTLINED BY DRILL HOLES.
 TM1021
 TM1021                          STATION RECOVERY (1975)
 TM1021
 TM1021'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1021'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1022 ***********************************************************************
 TM1022  DESIGNATION -  BOUNDARY MON 283 CD US
 TM1022  PID         -  TM1022
 TM1022  STATE/COUNTY-  MT/TETON
 TM1022  USGS QUAD   -  CHIEF MOUNTAIN (1968)
 TM1022
 TM1022                         *CURRENT SURVEY CONTROL
 TM1022  ___________________________________________________________________
 TM1022* NAD 83(1992)-  48 59 52.66884(N)    113 36 34.93895(W)     ADJUSTED  
 TM1022* NAVD 88     -      1542.     (meters)    5059.     (feet)  SCALED    
 TM1022  ___________________________________________________________________
 TM1022  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 TM1022  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 TM1022
 TM1022  HORZ ORDER  -  THIRD
 TM1022
 TM1022.The horizontal coordinates were established by classical geodetic methods
 TM1022.and adjusted by the National Geodetic Survey in July 1992..
 TM1022
 TM1022.The orthometric height was scaled from a topographic map.
 TM1022
 TM1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1022
 TM1022.The geoid height was determined by GEOID03.
 TM1022
 TM1022;                    North         East     Units Scale Factor Converg.
 TM1022;SPC MT       -   535,528.718   299,411.578   MT  0.99999875   -3 00 22.6
 TM1022;SPC MT       - 1,756,983.98    982,321.45   iFT  0.99999875   -3 00 22.6
 TM1022;UTM  12      - 5,430,511.139   309,120.907   MT  1.00004761   -1 58 12.4
 TM1022
 TM1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1022!SPC MT       -   0.99976067  x   0.99999875  =   0.99975942
 TM1022!UTM  12      -   0.99976067  x   1.00004761  =   0.99980827
 TM1022
 TM1022:                Primary Azimuth Mark                     Grid Az
 TM1022:SPC MT       -  BOUNDARY MON 284 CD US                   092 31 27.6
 TM1022:UTM  12      -  BOUNDARY MON 284 CD US                   091 29 17.4
 TM1022
 TM1022|---------------------------------------------------------------------|
 TM1022| PID    Reference Object                     Distance      Geod. Az  |
 TM1022|                                                           dddmmss.s |
 TM1022| TM1023 BOUNDARY MON 284 CD US              APPROX. 2.0 KM 0893105.0 |
 TM1022|---------------------------------------------------------------------|
 TM1022
 TM1022                          SUPERSEDED SURVEY CONTROL
 TM1022
 TM1022  NAD 83(1986)-  48 59 52.67937(N)    113 36 34.93273(W) AD(       ) 3
 TM1022
 TM1022.Superseded values are not recommended for survey control.
 TM1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1022.See file dsdata.txt to determine how the superseded data were derived.
 TM1022
 TM1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV0912130511(NAD 83)
 TM1022_MARKER: Z = SEE DESCRIPTION
 TM1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1022+STABILITY: SURFACE MOTION
 TM1022
 TM1022  HISTORY     - Date     Condition        Report By
 TM1022  HISTORY     - 1905     MONUMENTED       IBC
 TM1022  HISTORY     - 1955     GOOD             IBC
 TM1022  HISTORY     - 1975     GOOD             IBC
 TM1022
 TM1022                          STATION DESCRIPTION
 TM1022
 TM1022'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1022'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1022'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1022'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1022'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1022'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1022'OUTLINED BY DRILL HOLES.
 TM1022
 TM1022                          STATION RECOVERY (1955)
 TM1022
 TM1022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955
 TM1022'MONUMENT 283--DAMAGE WAS THE SAME AS FOR MONUMENT 280, ALSO SOME
 TM1022'BULLET HOLES THROUGH THE SHAFT.  REPAIRED IN SAME MANNER AS MONUMENT
 TM1022'280.
 TM1022
 TM1022                          STATION RECOVERY (1975)
 TM1022
 TM1022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1022'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1023 ***********************************************************************
 TM1023  DESIGNATION -  BOUNDARY MON 284 CD US
 TM1023  PID         -  TM1023
 TM1023  STATE/COUNTY-  MT/TETON
 TM1023  USGS QUAD   -  CHIEF MOUNTAIN (1968)
 TM1023
 TM1023                         *CURRENT SURVEY CONTROL
 TM1023  ___________________________________________________________________
 TM1023* NAD 83(1992)-  48 59 53.19995(N)    113 34 56.88932(W)     ADJUSTED  
 TM1023* NAVD 88     -      1569.     (meters)    5148.     (feet)  SCALED    
 TM1023  ___________________________________________________________________
 TM1023  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 TM1023  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TM1023
 TM1023  HORZ ORDER  -  THIRD
 TM1023
 TM1023.The horizontal coordinates were established by classical geodetic methods
 TM1023.and adjusted by the National Geodetic Survey in July 1992..
 TM1023
 TM1023.The orthometric height was scaled from a topographic map.
 TM1023
 TM1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1023
 TM1023.The geoid height was determined by GEOID03.
 TM1023
 TM1023;                    North         East     Units Scale Factor Converg.
 TM1023;SPC MT       -   535,440.926   301,402.695   MT  0.99999884   -2 59 10.8
 TM1023;SPC MT       - 1,756,695.95    988,853.99   iFT  0.99999884   -2 59 10.8
 TM1023;UTM  12      - 5,430,459.377   311,113.374   MT  1.00003832   -1 56 58.3
 TM1023
 TM1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1023!SPC MT       -   0.99975645  x   0.99999884  =   0.99975529
 TM1023!UTM  12      -   0.99975645  x   1.00003832  =   0.99979476
 TM1023
 TM1023:                Primary Azimuth Mark                     Grid Az
 TM1023:SPC MT       -  BOUNDARY MON 283 CD US                   272 31 29.8
 TM1023:UTM  12      -  BOUNDARY MON 283 CD US                   271 29 17.3
 TM1023
 TM1023|---------------------------------------------------------------------|
 TM1023| PID    Reference Object                     Distance      Geod. Az  |
 TM1023|                                                           dddmmss.s |
 TM1023| TM1022 BOUNDARY MON 283 CD US              APPROX. 2.0 KM 2693219.0 |
 TM1023|---------------------------------------------------------------------|
 TM1023
 TM1023                          SUPERSEDED SURVEY CONTROL
 TM1023
 TM1023  NAD 83(1986)-  48 59 53.21020(N)    113 34 56.88321(W) AD(       ) 3
 TM1023
 TM1023.Superseded values are not recommended for survey control.
 TM1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1023.See file dsdata.txt to determine how the superseded data were derived.
 TM1023
 TM1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV1111330459(NAD 83)
 TM1023_MARKER: Z = SEE DESCRIPTION
 TM1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1023+STABILITY: SURFACE MOTION
 TM1023
 TM1023  HISTORY     - Date     Condition        Report By
 TM1023  HISTORY     - 1905     MONUMENTED       IBC
 TM1023  HISTORY     - 1975     GOOD             IBC
 TM1023
 TM1023                          STATION DESCRIPTION
 TM1023
 TM1023'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1023'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1023'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1023'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1023'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1023'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1023'OUTLINED BY DRILL HOLES.
 TM1023
 TM1023                          STATION RECOVERY (1975)
 TM1023
 TM1023'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1023'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1024 ***********************************************************************
 TM1024  DESIGNATION -  BOUNDARY MON 285 CD US
 TM1024  PID         -  TM1024
 TM1024  STATE/COUNTY-  MT/TETON
 TM1024  USGS QUAD   -  CHIEF MOUNTAIN (1968)
 TM1024
 TM1024                         *CURRENT SURVEY CONTROL
 TM1024  ___________________________________________________________________
 TM1024* NAD 83(1992)-  48 59 52.94571(N)    113 34 04.24939(W)     ADJUSTED  
 TM1024* NAVD 88     -      1535.     (meters)    5036.     (feet)  SCALED    
 TM1024  ___________________________________________________________________
 TM1024  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 TM1024  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 TM1024
 TM1024  HORZ ORDER  -  THIRD
 TM1024
 TM1024.The horizontal coordinates were established by classical geodetic methods
 TM1024.and adjusted by the National Geodetic Survey in July 1992..
 TM1024
 TM1024.The orthometric height was scaled from a topographic map.
 TM1024
 TM1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1024
 TM1024.The geoid height was determined by GEOID03.
 TM1024
 TM1024;                    North         East     Units Scale Factor Converg.
 TM1024;SPC MT       -   535,377.440   302,470.811   MT  0.99999879   -2 58 32.3
 TM1024;SPC MT       - 1,756,487.66    992,358.30   iFT  0.99999879   -2 58 32.3
 TM1024;UTM  12      - 5,430,415.230   312,182.504   MT  1.00003337   -1 56 18.5
 TM1024
 TM1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1024!SPC MT       -   0.99976178  x   0.99999879  =   0.99976057
 TM1024!UTM  12      -   0.99976178  x   1.00003337  =   0.99979514
 TM1024
 TM1024:                Primary Azimuth Mark                     Grid Az
 TM1024:SPC MT       -  BOUNDARY MON 286 CD US                   093 22 40.5
 TM1024:UTM  12      -  BOUNDARY MON 286 CD US                   092 20 26.7
 TM1024
 TM1024|---------------------------------------------------------------------|
 TM1024| PID    Reference Object                     Distance      Geod. Az  |
 TM1024|                                                           dddmmss.s |
 TM1024| TM0965 BOUNDARY MON 286 CD US              APPROX. 3.0 KM 0902408.2 |
 TM1024|---------------------------------------------------------------------|
 TM1024
 TM1024                          SUPERSEDED SURVEY CONTROL
 TM1024
 TM1024  NAD 83(1986)-  48 59 52.95588(N)    113 34 04.24347(W) AD(       ) 3
 TM1024
 TM1024.Superseded values are not recommended for survey control.
 TM1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1024.See file dsdata.txt to determine how the superseded data were derived.
 TM1024
 TM1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV1218330415(NAD 83)
 TM1024_MARKER: Z = SEE DESCRIPTION
 TM1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1024+STABILITY: SURFACE MOTION
 TM1024
 TM1024  HISTORY     - Date     Condition        Report By
 TM1024  HISTORY     - 1905     MONUMENTED       IBC
 TM1024  HISTORY     - 1975     GOOD             IBC
 TM1024
 TM1024                          STATION DESCRIPTION
 TM1024
 TM1024'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1024'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1024'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1024'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1024'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1024'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1024'OUTLINED BY DRILL HOLES.
 TM1024
 TM1024                          STATION RECOVERY (1975)
 TM1024
 TM1024'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1024'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0965 ***********************************************************************
 TM0965  DESIGNATION -  BOUNDARY MON 286 CD US
 TM0965  PID         -  TM0965
 TM0965  STATE/COUNTY-  MT/GLACIER
 TM0965  USGS QUAD   -  CHIEF MOUNTAIN (1968)
 TM0965
 TM0965                         *CURRENT SURVEY CONTROL
 TM0965  ___________________________________________________________________
 TM0965* NAD 83(1992)-  48 59 52.23920(N)    113 31 36.97042(W)     ADJUSTED  
 TM0965* NAVD 88     -      1529.1    (meters)    5017.     (feet)  VERTCON   
 TM0965  ___________________________________________________________________
 TM0965  X           -  -1,674,005.458 (meters)                     COMP
 TM0965  Y           -  -3,845,004.703 (meters)                     COMP
 TM0965  Z           -   4,791,543.696 (meters)                     COMP
 TM0965  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 TM0965  ELLIP HEIGHT-        1513.53  (meters)          (07/28/92) GPS OBS
 TM0965  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 TM0965
 TM0965  HORZ ORDER  -  FIRST
 TM0965  ELLP ORDER  -  FIFTH     CLASS I
 TM0965
 TM0965.The horizontal coordinates were established by GPS observations
 TM0965.and adjusted by the National Geodetic Survey in July 1992..
 TM0965
 TM0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0965
 TM0965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM0965
 TM0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0965
 TM0965.The ellipsoidal height was determined by GPS observations
 TM0965.and is referenced to NAD 83.
 TM0965
 TM0965.The geoid height was determined by GEOID03.
 TM0965
 TM0965;                    North         East     Units Scale Factor Converg.
 TM0965;SPC MT       -   535,201.020   305,459.326   MT  0.99999867   -2 56 44.6
 TM0965;SPC MT       - 1,755,908.86  1,002,163.14   iFT  0.99999867   -2 56 44.6
 TM0965;UTM  12      - 5,430,292.956   315,173.807   MT  1.00001967   -1 54 27.3
 TM0965
 TM0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0965!SPC MT       -   0.99976287  x   0.99999867  =   0.99976154
 TM0965!UTM  12      -   0.99976287  x   1.00001967  =   0.99978253
 TM0965
 TM0965:                Primary Azimuth Mark                     Grid Az
 TM0965:SPC MT       -  BOUNDARY MON 287 CD US                   092 44 52.2
 TM0965:UTM  12      -  BOUNDARY MON 287 CD US                   091 42 34.9
 TM0965
 TM0965|---------------------------------------------------------------------|
 TM0965| PID    Reference Object                     Distance      Geod. Az  |
 TM0965|                                                           dddmmss.s |
 TM0965| TM1025 BOUNDARY MON 287 CD US              APPROX. 2.4 KM 0894807.6 |
 TM0965|---------------------------------------------------------------------|
 TM0965
 TM0965                          SUPERSEDED SURVEY CONTROL
 TM0965
 TM0965  NAD 83(1986)-  48 59 52.24900(N)    113 31 36.96437(W) AD(       ) 1
 TM0965  NGVD 29 (08/25/89) 1527.8    (m)         5012.     (f) GPS OBS        
 TM0965
 TM0965.Superseded values are not recommended for survey control.
 TM0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0965.See file dsdata.txt to determine how the superseded data were derived.
 TM0965
 TM0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV1517430293(NAD 83)
 TM0965_MARKER: DU = BOUNDARY MARKER
 TM0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0965+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 TM0965
 TM0965  HISTORY     - Date     Condition        Report By
 TM0965  HISTORY     - 1905     MONUMENTED       IBC
 TM0965  HISTORY     - 1905     GOOD             IBC
 TM0965  HISTORY     - 1975     GOOD             IBC
 TM0965  HISTORY     - 19880721 SEE DESCRIPTION  NGS
 TM0965
 TM0965                          STATION DESCRIPTION
 TM0965
 TM0965'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM0965'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM0965'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM0965'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM0965'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM0965'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM0965'OUTLINED BY DRILL HOLES.
 TM0965
 TM0965                          STATION RECOVERY (1905)
 TM0965
 TM0965'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TM0965'RECOVERED IN GOOD CONDITION.
 TM0965
 TM0965                          STATION RECOVERY (1975)
 TM0965
 TM0965'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM0965'STATION SEARCHED FOR AND RECOVERED.
 TM0965
 TM0965                          STATION RECOVERY (1988)
 TM0965
 TM0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TM0965'THE MONUMENT IS LOCATED ABOUT 18.5 KM (11.50 MI) NORTHWEST OF BABB,
 TM0965'MONTANA, 14.1 KM (8.75 MI) WEST OF THE PIEGAN - CARWAY BORDER
 TM0965'CROSSING AND 8.8 KM (5.45 MI) EAST OF THE PORT OF CHIEF MOUNTAIN
 TM0965'BORDER CROSSING.
 TM0965'TO REACH THE MONUMENT FROM THE POST OFFICE IN BABB, GO NORTH ON U.S.
 TM0965'HIGHWAY 89 FOR 6.6 KM (4.10 MI) TO THE JUNCTION OF STATE HIGHWAY 17
 TM0965'ON THE LEFT.  TURN LEFT AND GO IN A NORTHWESTERLY DIRECTION ON STATE
 TM0965'HIGHWAY 17 FOR 11.4 KM (7.10 MI) TO A PAVED PULL-OUT ON THE RIGHT AT
 TM0965'A DIAGONAL CROSSROAD AND END OF TRUCK TRAVEL.  THENCE BY ATV, TURN
 TM0965'RIGHT AND GO IN A NORTHERLY DIRECTION ON A TRACK ROAD FOR 4.7 KM
 TM0965'(2.90 MI) TO A GATE AT THE BOUNDARY.  PASS THROUGH THE GATE, TURN
 TM0965'RIGHT, AND GO EAST ALONG THE NORTH SIDE OF THE FENCE FOR 0.2 KM
 TM0965'(0.10 MI) TO THE MONUMENT AT THE TOP OF A SMALL KNOLL.
 TM0965'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.5 M
 TM0965'(4.9 FT) ABOVE A 0.9 M (3.0 FT) SQUARE CONCRETE BASE THAT IS FLUSH
 TM0965'WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS
 TM0965'IS --TREATY OF 1908-- ON THE EAST SIDE, --CONVENTION OF 1818-- ON THE
 TM0965'WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE
 TM0965'NORTH SIDE. THE NUMBER --286-- IS DRILLED NEAR THE TOP OF THE EAST
 TM0965'SIDE OF THE OBELISK.
 TM0965'THE MONUMENT IS OUT OF PLUMB ABOUT 3 CM TO THE WEST AND ABOUT 2.5 CM
 TM0965'TO THE SOUTH.
 TM0965'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 3 CM EAST AND 2 CM NORTH OF
 TM0965'THE APEX ON THE EAST FACE OF THE TOP OF THE OBELISK.  THE AREA AROUND
 TM0965'THE PUNCH MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT POSITIONS
 TM0965'REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE DATE BY THE
 TM0965'IBC.  THE GPS POSITION OF THE PUNCH MARK WILL BE HELD FIXED DURING
 TM0965'REPLUMBING.
 TM0965'A 4-WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE MONUMENT ALTHOUGH THE
 TM0965'TRACK ROAD IS VERY NARROW AND BRUSHY.
 TM0965'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1025 ***********************************************************************
 TM1025  DESIGNATION -  BOUNDARY MON 287 CD US
 TM1025  PID         -  TM1025
 TM1025  STATE/COUNTY-  MT/TETON
 TM1025  USGS QUAD   -  PIKE LAKE (1968)
 TM1025
 TM1025                         *CURRENT SURVEY CONTROL
 TM1025  ___________________________________________________________________
 TM1025* NAD 83(1992)-  48 59 52.49121(N)    113 29 38.66827(W)     ADJUSTED  
 TM1025* NAVD 88     -      1503.     (meters)    4931.     (feet)  SCALED    
 TM1025  ___________________________________________________________________
 TM1025  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 TM1025  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 TM1025
 TM1025  HORZ ORDER  -  THIRD
 TM1025
 TM1025.The horizontal coordinates were established by classical geodetic methods
 TM1025.and adjusted by the National Geodetic Survey in July 1992..
 TM1025
 TM1025.The orthometric height was scaled from a topographic map.
 TM1025
 TM1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1025
 TM1025.The geoid height was determined by GEOID03.
 TM1025
 TM1025;                    North         East     Units Scale Factor Converg.
 TM1025;SPC MT       -   535,085.724   307,861.222   MT  0.99999872   -2 55 18.1
 TM1025;SPC MT       - 1,755,530.59  1,010,043.38   iFT  0.99999872   -2 55 18.1
 TM1025;UTM  12      - 5,430,221.212   317,577.435   MT  1.00000883   -1 52 57.9
 TM1025
 TM1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1025!SPC MT       -   0.99976680  x   0.99999872  =   0.99976552
 TM1025!UTM  12      -   0.99976680  x   1.00000883  =   0.99977563
 TM1025
 TM1025:                Primary Azimuth Mark                     Grid Az
 TM1025:SPC MT       -  POLICE                                   047 43 23.9
 TM1025:UTM  12      -  POLICE                                   046 41 03.7
 TM1025
 TM1025|---------------------------------------------------------------------|
 TM1025| PID    Reference Object                     Distance      Geod. Az  |
 TM1025|                                                           dddmmss.s |
 TM1025| TM1035 POLICE                              APPROX. 4.1 KM 0444805.8 |
 TM1025|---------------------------------------------------------------------|
 TM1025
 TM1025                          SUPERSEDED SURVEY CONTROL
 TM1025
 TM1025  NAD 83(1986)-  48 59 52.50075(N)    113 29 38.66302(W) AD(       ) 3
 TM1025
 TM1025.Superseded values are not recommended for survey control.
 TM1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1025.See file dsdata.txt to determine how the superseded data were derived.
 TM1025
 TM1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV1757730221(NAD 83)
 TM1025_MARKER: Z = SEE DESCRIPTION
 TM1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1025+STABILITY: SURFACE MOTION
 TM1025
 TM1025  HISTORY     - Date     Condition        Report By
 TM1025  HISTORY     - 1905     MONUMENTED       IBC
 TM1025  HISTORY     - 1975     GOOD             IBC
 TM1025
 TM1025                          STATION DESCRIPTION
 TM1025
 TM1025'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1025'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1025'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1025'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1025'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1025'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1025'OUTLINED BY DRILL HOLES.
 TM1025
 TM1025                          STATION RECOVERY (1975)
 TM1025
 TM1025'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1025'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0487 ***********************************************************************
 TM0487  DESIGNATION -  BOUNDARY MON 288 CD US
 TM0487  PID         -  TM0487
 TM0487  STATE/COUNTY-  MT/GLACIER
 TM0487  USGS QUAD   -  PIKE LAKE (1968)
 TM0487
 TM0487                         *CURRENT SURVEY CONTROL
 TM0487  ___________________________________________________________________
 TM0487* NAD 83(1992)-  48 59 52.74467(N)    113 27 38.76709(W)     ADJUSTED  
 TM0487* NAVD 88     -      1407.     (meters)    4616.     (feet)  SCALED    
 TM0487  ___________________________________________________________________
 TM0487  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 TM0487  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TM0487
 TM0487  HORZ ORDER  -  THIRD
 TM0487
 TM0487.The horizontal coordinates were established by classical geodetic methods
 TM0487.and adjusted by the National Geodetic Survey in July 1992..
 TM0487
 TM0487.The orthometric height was scaled from a topographic map.
 TM0487
 TM0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0487
 TM0487.The geoid height was determined by GEOID03.
 TM0487
 TM0487;                    North         East     Units Scale Factor Converg.
 TM0487;SPC MT       -   534,969.838   310,295.626   MT  0.99999876   -2 53 50.3
 TM0487;SPC MT       - 1,755,150.39  1,018,030.27   iFT  0.99999876   -2 53 50.3
 TM0487;UTM  12      - 5,430,149.501   320,013.552   MT  0.99999798   -1 51 27.4
 TM0487
 TM0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0487!SPC MT       -   0.99978185  x   0.99999876  =   0.99978061
 TM0487!UTM  12      -   0.99978185  x   0.99999798  =   0.99977983
 TM0487
 TM0487:                Primary Azimuth Mark                     Grid Az
 TM0487:SPC MT       -  BOUNDARY MON 287 CD US                   272 43 32.9
 TM0487:UTM  12      -  BOUNDARY MON 287 CD US                   271 41 10.0
 TM0487
 TM0487|---------------------------------------------------------------------|
 TM0487| PID    Reference Object                     Distance      Geod. Az  |
 TM0487|                                                           dddmmss.s |
 TM0487| TM1025 BOUNDARY MON 287 CD US              APPROX. 2.4 KM 2694942.6 |
 TM0487|---------------------------------------------------------------------|
 TM0487
 TM0487                          SUPERSEDED SURVEY CONTROL
 TM0487
 TM0487  NAD 83(1986)-  48 59 52.75402(N)    113 27 38.76213(W) AD(       ) 3
 TM0487
 TM0487.Superseded values are not recommended for survey control.
 TM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0487.See file dsdata.txt to determine how the superseded data were derived.
 TM0487
 TM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV2001430150(NAD 83)
 TM0487_MARKER: Z = SEE DESCRIPTION
 TM0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0487+STABILITY: SURFACE MOTION
 TM0487
 TM0487  HISTORY     - Date     Condition        Report By
 TM0487  HISTORY     - 1905     MONUMENTED       IBC
 TM0487  HISTORY     - 1975     GOOD             IBC
 TM0487
 TM0487                          STATION DESCRIPTION
 TM0487
 TM0487'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM0487'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM0487'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM0487'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM0487'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM0487'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM0487'OUTLINED BY DRILL HOLES.
 TM0487
 TM0487                          STATION RECOVERY (1975)
 TM0487
 TM0487'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM0487'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0488 ***********************************************************************
 TM0488  DESIGNATION -  BOUNDARY MON 289 CD US
 TM0488  PID         -  TM0488
 TM0488  STATE/COUNTY-  MT/TETON
 TM0488  USGS QUAD   -  PIKE LAKE (1968)
 TM0488
 TM0488                         *CURRENT SURVEY CONTROL
 TM0488  ___________________________________________________________________
 TM0488* NAD 83(1992)-  48 59 52.85836(N)    113 25 57.44088(W)     ADJUSTED  
 TM0488* NAVD 88     -      1440.     (meters)    4724.     (feet)  SCALED    
 TM0488  ___________________________________________________________________
 TM0488  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 TM0488  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TM0488
 TM0488  HORZ ORDER  -  THIRD
 TM0488
 TM0488.The horizontal coordinates were established by classical geodetic methods
 TM0488.and adjusted by the National Geodetic Survey in July 1992..
 TM0488
 TM0488.The orthometric height was scaled from a topographic map.
 TM0488
 TM0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0488
 TM0488.The geoid height was determined by GEOID03.
 TM0488
 TM0488;                    North         East     Units Scale Factor Converg.
 TM0488;SPC MT       -   534,869.611   312,352.775   MT  0.99999878   -2 52 36.2
 TM0488;SPC MT       - 1,754,821.56  1,024,779.45   iFT  0.99999878   -2 52 36.2
 TM0488;UTM  12      - 5,430,086.630   322,072.170   MT  0.99998893   -1 50 10.9
 TM0488
 TM0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0488!SPC MT       -   0.99977668  x   0.99999878  =   0.99977546
 TM0488!UTM  12      -   0.99977668  x   0.99998893  =   0.99976561
 TM0488
 TM0488:                Primary Azimuth Mark                     Grid Az
 TM0488:SPC MT       -  BOUNDARY MON 288 CD US                   272 47 22.7
 TM0488:UTM  12      -  BOUNDARY MON 288 CD US                   271 44 57.4
 TM0488
 TM0488|---------------------------------------------------------------------|
 TM0488| PID    Reference Object                     Distance      Geod. Az  |
 TM0488|                                                           dddmmss.s |
 TM0488| TM0487 BOUNDARY MON 288 CD US              APPROX. 2.1 KM 2695446.5 |
 TM0488|---------------------------------------------------------------------|
 TM0488
 TM0488                          SUPERSEDED SURVEY CONTROL
 TM0488
 TM0488  NAD 83(1986)-  48 59 52.86744(N)    113 25 57.43653(W) AD(       ) 3
 TM0488
 TM0488.Superseded values are not recommended for survey control.
 TM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0488.See file dsdata.txt to determine how the superseded data were derived.
 TM0488
 TM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV2207230087(NAD 83)
 TM0488_MARKER: Z = SEE DESCRIPTION
 TM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0488+STABILITY: SURFACE MOTION
 TM0488
 TM0488  HISTORY     - Date     Condition        Report By
 TM0488  HISTORY     - 1905     MONUMENTED       IBC
 TM0488  HISTORY     - 1975     GOOD             IBC
 TM0488
 TM0488                          STATION DESCRIPTION
 TM0488
 TM0488'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM0488'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM0488'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM0488'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM0488'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM0488'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM0488'OUTLINED BY DRILL HOLES.
 TM0488
 TM0488                          STATION RECOVERY (1975)
 TM0488
 TM0488'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM0488'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1027 ***********************************************************************
 TM1027  DESIGNATION -  BOUNDARY MON 290 A
 TM1027  PID         -  TM1027
 TM1027  STATE/COUNTY-  MT/TETON
 TM1027  USGS QUAD   -  PIKE LAKE (1968)
 TM1027
 TM1027                         *CURRENT SURVEY CONTROL
 TM1027  ___________________________________________________________________
 TM1027* NAD 83(1992)-  48 59 53.13266(N)    113 22 44.85570(W)     ADJUSTED  
 TM1027* NAVD 88     -      1372.     (meters)    4501.     (feet)  SCALED    
 TM1027  ___________________________________________________________________
 TM1027  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TM1027  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TM1027
 TM1027  HORZ ORDER  -  THIRD
 TM1027
 TM1027.The horizontal coordinates were established by classical geodetic methods
 TM1027.and adjusted by the National Geodetic Survey in July 1992..
 TM1027
 TM1027.The orthometric height was scaled from a topographic map.
 TM1027
 TM1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1027
 TM1027.The geoid height was determined by GEOID03.
 TM1027
 TM1027;                    North         East     Units Scale Factor Converg.
 TM1027;SPC MT       -   534,682.949   316,262.868   MT  0.99999883   -2 50 15.4
 TM1027;SPC MT       - 1,754,209.15  1,037,607.83   iFT  0.99999883   -2 50 15.4
 TM1027;UTM  12      - 5,429,971.041   325,984.938   MT  0.99997201   -1 47 45.4
 TM1027
 TM1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1027!SPC MT       -   0.99978733  x   0.99999883  =   0.99978616
 TM1027!UTM  12      -   0.99978733  x   0.99997201  =   0.99975935
 TM1027
 TM1027|---------------------------------------------------------------------|
 TM1027| PID    Reference Object                     Distance      Geod. Az  |
 TM1027|                                                           dddmmss.s |
 TM1027| TM1028 BOUNDARY MON 290 B                   24.755 METERS 08952     |
 TM1027| TM1026 BOUNDARY MON 290 CD US              APPROX. 0.7 KM 2695204.0 |
 TM1027|---------------------------------------------------------------------|
 TM1027
 TM1027                          SUPERSEDED SURVEY CONTROL
 TM1027
 TM1027  NAD 83(1986)-  48 59 53.14155(N)    113 22 44.85224(W) AD(       ) 3
 TM1027
 TM1027.Superseded values are not recommended for survey control.
 TM1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1027.See file dsdata.txt to determine how the superseded data were derived.
 TM1027
 TM1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV2598529971(NAD 83)
 TM1027_MARKER: U = CONCRETE POST
 TM1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1027+STABILITY: SURFACE MOTION
 TM1027
 TM1027  HISTORY     - Date     Condition        Report By
 TM1027  HISTORY     - 1931     MONUMENTED       IBC
 TM1027  HISTORY     - 1975     GOOD             IBC
 TM1027
 TM1027                          STATION DESCRIPTION
 TM1027
 TM1027'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1931 (JGH)
 TM1027'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TM1027'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TM1027'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TM1027'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TM1027'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TM1027'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TM1027'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TM1027'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TM1027'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TM1027'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TM1027'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TM1027'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TM1027'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TM1027'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TM1027'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TM1027'CONCRETE.
 TM1027'
 TM1027'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TM1027'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TM1027'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TM1027'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TM1027'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TM1027'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TM1027
 TM1027                          STATION RECOVERY (1975)
 TM1027
 TM1027'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM1027'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1028 ***********************************************************************
 TM1028  DESIGNATION -  BOUNDARY MON 290 B
 TM1028  PID         -  TM1028
 TM1028  STATE/COUNTY-  MT/TETON
 TM1028  USGS QUAD   -  PIKE LAKE (1968)
 TM1028
 TM1028                         *CURRENT SURVEY CONTROL
 TM1028  ___________________________________________________________________
 TM1028* NAD 83(1992)-  48 59 53.13448(N)    113 22 43.63784(W)     ADJUSTED  
 TM1028* NAVD 88     -      1372.     (meters)    4501.     (feet)  SCALED    
 TM1028  ___________________________________________________________________
 TM1028  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TM1028  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TM1028
 TM1028  HORZ ORDER  -  THIRD
 TM1028
 TM1028.The horizontal coordinates were established by classical geodetic methods
 TM1028.and adjusted by the National Geodetic Survey in July 1992..
 TM1028
 TM1028.The orthometric height was scaled from a topographic map.
 TM1028
 TM1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1028
 TM1028.The geoid height was determined by GEOID03.
 TM1028
 TM1028;                    North         East     Units Scale Factor Converg.
 TM1028;SPC MT       -   534,681.779   316,287.595   MT  0.99999883   -2 50 14.5
 TM1028;SPC MT       - 1,754,205.31  1,037,688.96   iFT  0.99999883   -2 50 14.5
 TM1028;UTM  12      - 5,429,970.321   326,009.681   MT  0.99997190   -1 47 44.5
 TM1028
 TM1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1028!SPC MT       -   0.99978733  x   0.99999883  =   0.99978616
 TM1028!UTM  12      -   0.99978733  x   0.99997190  =   0.99975924
 TM1028
 TM1028:                Primary Azimuth Mark                     Grid Az
 TM1028:SPC MT       -  BOUNDARY MON 291 CD US                   092 42 29.7
 TM1028:UTM  12      -  BOUNDARY MON 291 CD US                   091 39 59.7
 TM1028
 TM1028|---------------------------------------------------------------------|
 TM1028| PID    Reference Object                     Distance      Geod. Az  |
 TM1028|                                                           dddmmss.s |
 TM1028| TM0482 BOUNDARY MON 291 CD US              APPROX. 2.4 KM 0895215.2 |
 TM1028| TM1027 BOUNDARY MON 290 A                   24.755 METERS 26952     |
 TM1028|---------------------------------------------------------------------|
 TM1028
 TM1028                          SUPERSEDED SURVEY CONTROL
 TM1028
 TM1028  NAD 83(1986)-  48 59 53.14338(N)    113 22 43.63437(W) AD(       ) 3
 TM1028
 TM1028.Superseded values are not recommended for survey control.
 TM1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1028.See file dsdata.txt to determine how the superseded data were derived.
 TM1028
 TM1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV2601029970(NAD 83)
 TM1028_MARKER: U = CONCRETE POST
 TM1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1028+STABILITY: SURFACE MOTION
 TM1028
 TM1028  HISTORY     - Date     Condition        Report By
 TM1028  HISTORY     - 1931     MONUMENTED       IBC
 TM1028  HISTORY     - 1975     GOOD             IBC
 TM1028
 TM1028                          STATION DESCRIPTION
 TM1028
 TM1028'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1931 (JGH)
 TM1028'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TM1028'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TM1028'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TM1028'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TM1028'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TM1028'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TM1028'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TM1028'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TM1028'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TM1028'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TM1028'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TM1028'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TM1028'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TM1028'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TM1028'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TM1028'CONCRETE.
 TM1028'
 TM1028'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TM1028'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TM1028'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TM1028'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TM1028'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TM1028'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TM1028
 TM1028                          STATION RECOVERY (1975)
 TM1028
 TM1028'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM1028'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1026 ***********************************************************************
 TM1026  DESIGNATION -  BOUNDARY MON 290 CD US
 TM1026  PID         -  TM1026
 TM1026  STATE/COUNTY-  MT/TETON
 TM1026  USGS QUAD   -  PIKE LAKE (1968)
 TM1026
 TM1026                         *CURRENT SURVEY CONTROL
 TM1026  ___________________________________________________________________
 TM1026* NAD 83(1992)-  48 59 53.08256(N)    113 23 17.03077(W)     ADJUSTED  
 TM1026* NAVD 88     -      1372.     (meters)    4501.     (feet)  SCALED    
 TM1026  ___________________________________________________________________
 TM1026  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 TM1026  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TM1026
 TM1026  HORZ ORDER  -  THIRD
 TM1026
 TM1026.The horizontal coordinates were established by classical geodetic methods
 TM1026.and adjusted by the National Geodetic Survey in July 1992..
 TM1026
 TM1026.The orthometric height was scaled from a topographic map.
 TM1026
 TM1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1026
 TM1026.The geoid height was determined by GEOID03.
 TM1026
 TM1026;                    North         East     Units Scale Factor Converg.
 TM1026;SPC MT       -   534,713.816   315,609.597   MT  0.99999882   -2 50 38.9
 TM1026;SPC MT       - 1,754,310.42  1,035,464.56   iFT  0.99999882   -2 50 38.9
 TM1026;UTM  12      - 5,429,990.028   325,331.230   MT  0.99997481   -1 48 09.7
 TM1026
 TM1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1026!SPC MT       -   0.99978733  x   0.99999882  =   0.99978615
 TM1026!UTM  12      -   0.99978733  x   0.99997481  =   0.99976215
 TM1026
 TM1026:                Primary Azimuth Mark                     Grid Az
 TM1026:SPC MT       -  BOUNDARY MON 289 CD US                   272 44 21.3
 TM1026:UTM  12      -  BOUNDARY MON 289 CD US                   271 41 52.1
 TM1026
 TM1026|---------------------------------------------------------------------|
 TM1026| PID    Reference Object                     Distance      Geod. Az  |
 TM1026|                                                           dddmmss.s |
 TM1026| TM0488 BOUNDARY MON 289 CD US              APPROX. 3.3 KM 2695342.4 |
 TM1026|---------------------------------------------------------------------|
 TM1026
 TM1026                          SUPERSEDED SURVEY CONTROL
 TM1026
 TM1026  NAD 83(1986)-  48 59 53.09149(N)    113 23 17.02731(W) AD(       ) 3
 TM1026
 TM1026.Superseded values are not recommended for survey control.
 TM1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1026.See file dsdata.txt to determine how the superseded data were derived.
 TM1026
 TM1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV2533129990(NAD 83)
 TM1026_MARKER: Z = SEE DESCRIPTION
 TM1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1026+STABILITY: SURFACE MOTION
 TM1026
 TM1026  HISTORY     - Date     Condition        Report By
 TM1026  HISTORY     - 1905     MONUMENTED       IBC
 TM1026  HISTORY     - 1975     GOOD             IBC
 TM1026
 TM1026                          STATION DESCRIPTION
 TM1026
 TM1026'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1026'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1026'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1026'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1026'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1026'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1026'OUTLINED BY DRILL HOLES.
 TM1026
 TM1026                          STATION RECOVERY (1975)
 TM1026
 TM1026'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1026'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0482 ***********************************************************************
 TM0482  DESIGNATION -  BOUNDARY MON 291 CD US
 TM0482  PID         -  TM0482
 TM0482  STATE/COUNTY-  MT/GLACIER
 TM0482  USGS QUAD   -  GOOSE LAKE (1968)
 TM0482
 TM0482                         *CURRENT SURVEY CONTROL
 TM0482  ___________________________________________________________________
 TM0482* NAD 83(1992)-  48 59 53.29228(N)    113 20 45.98264(W)     ADJUSTED  
 TM0482* NAVD 88     -      1351.     (meters)    4432.     (feet)  SCALED    
 TM0482  ___________________________________________________________________
 TM0482  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 TM0482  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TM0482
 TM0482  HORZ ORDER  -  THIRD
 TM0482
 TM0482.The horizontal coordinates were established by classical geodetic methods
 TM0482.and adjusted by the National Geodetic Survey in July 1992..
 TM0482
 TM0482.The orthometric height was scaled from a topographic map.
 TM0482
 TM0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0482
 TM0482.The geoid height was determined by GEOID03.
 TM0482
 TM0482;                    North         East     Units Scale Factor Converg.
 TM0482;SPC MT       -   534,568.766   318,676.416   MT  0.99999885   -2 48 48.4
 TM0482;SPC MT       - 1,753,834.53  1,045,526.30   iFT  0.99999885   -2 48 48.4
 TM0482;UTM  12      - 5,429,900.772   328,400.086   MT  0.99996175   -1 46 15.6
 TM0482
 TM0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0482!SPC MT       -   0.99979062  x   0.99999885  =   0.99978947
 TM0482!UTM  12      -   0.99979062  x   0.99996175  =   0.99975238
 TM0482
 TM0482:                Primary Azimuth Mark                     Grid Az
 TM0482:SPC MT       -  BOUNDARY MON 293 CD US                   092 40 11.9
 TM0482:UTM  12      -  BOUNDARY MON 293 CD US                   091 37 39.1
 TM0482
 TM0482|---------------------------------------------------------------------|
 TM0482| PID    Reference Object                     Distance      Geod. Az  |
 TM0482|                                                           dddmmss.s |
 TM0482| TM0483 BOUNDARY MON 293 CD US              APPROX. 4.3 KM 0895123.5 |
 TM0482|---------------------------------------------------------------------|
 TM0482
 TM0482                          SUPERSEDED SURVEY CONTROL
 TM0482
 TM0482  NAD 83(1986)-  48 59 53.30128(N)    113 20 45.97940(W) AD(       ) 3
 TM0482
 TM0482.Superseded values are not recommended for survey control.
 TM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0482.See file dsdata.txt to determine how the superseded data were derived.
 TM0482
 TM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV2840029901(NAD 83)
 TM0482_MARKER: Z = SEE DESCRIPTION
 TM0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0482+STABILITY: SURFACE MOTION
 TM0482
 TM0482  HISTORY     - Date     Condition        Report By
 TM0482  HISTORY     - 1905     MONUMENTED       IBC
 TM0482  HISTORY     - 1975     GOOD             IBC
 TM0482
 TM0482                          STATION DESCRIPTION
 TM0482
 TM0482'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM0482'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM0482'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM0482'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM0482'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM0482'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM0482'OUTLINED BY DRILL HOLES.
 TM0482
 TM0482                          STATION RECOVERY (1975)
 TM0482
 TM0482'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM0482'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1029 ***********************************************************************
 TM1029  DESIGNATION -  BOUNDARY MON 292 CD US
 TM1029  PID         -  TM1029
 TM1029  STATE/COUNTY-  MT/TETON
 TM1029  USGS QUAD   -  GOOSE LAKE (1968)
 TM1029
 TM1029                         *CURRENT SURVEY CONTROL
 TM1029  ___________________________________________________________________
 TM1029* NAD 83(1992)-  48 59 53.44386(N)    113 18 56.78865(W)     ADJUSTED  
 TM1029* NAVD 88     -      1311.     (meters)    4301.     (feet)  SCALED    
 TM1029  ___________________________________________________________________
 TM1029  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 TM1029  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 TM1029
 TM1029  HORZ ORDER  -  THIRD
 TM1029
 TM1029.The horizontal coordinates were established by classical geodetic methods
 TM1029.and adjusted by the National Geodetic Survey in July 1992..
 TM1029
 TM1029.The orthometric height was scaled from a topographic map.
 TM1029
 TM1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1029
 TM1029.The geoid height was determined by GEOID03.
 TM1029
 TM1029;                    North         East     Units Scale Factor Converg.
 TM1029;SPC MT       -   534,464.930   320,893.493   MT  0.99999888   -2 47 28.5
 TM1029;SPC MT       - 1,753,493.86  1,052,800.17   iFT  0.99999888   -2 47 28.5
 TM1029;UTM  12      - 5,429,837.305   330,618.592   MT  0.99995246   -1 44 53.2
 TM1029
 TM1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1029!SPC MT       -   0.99979689  x   0.99999888  =   0.99979577
 TM1029!UTM  12      -   0.99979689  x   0.99995246  =   0.99974936
 TM1029
 TM1029:                Primary Azimuth Mark                     Grid Az
 TM1029:SPC MT       -  ARNOLD                                   053 43 42.8
 TM1029:UTM  12      -  ARNOLD                                   052 41 07.5
 TM1029
 TM1029|---------------------------------------------------------------------|
 TM1029| PID    Reference Object                     Distance      Geod. Az  |
 TM1029|                                                           dddmmss.s |
 TM1029| TM1002 ARNOLD                              APPROX. 3.9 KM 0505614.3 |
 TM1029|---------------------------------------------------------------------|
 TM1029
 TM1029                          SUPERSEDED SURVEY CONTROL
 TM1029
 TM1029  NAD 83(1986)-  48 59 53.45286(N)    113 18 56.78572(W) AD(       ) 3
 TM1029
 TM1029.Superseded values are not recommended for survey control.
 TM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1029.See file dsdata.txt to determine how the superseded data were derived.
 TM1029
 TM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV3061929837(NAD 83)
 TM1029_MARKER: Z = SEE DESCRIPTION
 TM1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1029+STABILITY: SURFACE MOTION
 TM1029
 TM1029  HISTORY     - Date     Condition        Report By
 TM1029  HISTORY     - 1905     MONUMENTED       IBC
 TM1029  HISTORY     - 1975     GOOD             IBC
 TM1029
 TM1029                          STATION DESCRIPTION
 TM1029
 TM1029'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1029'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1029'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1029'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1029'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1029'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1029'OUTLINED BY DRILL HOLES.
 TM1029
 TM1029                          STATION RECOVERY (1975)
 TM1029
 TM1029'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1029'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0483 ***********************************************************************
 TM0483  DESIGNATION -  BOUNDARY MON 293 CD US
 TM0483  PID         -  TM0483
 TM0483  STATE/COUNTY-  MT/GLACIER
 TM0483  USGS QUAD   -  GOOSE LAKE (1968)
 TM0483
 TM0483                         *CURRENT SURVEY CONTROL
 TM0483  ___________________________________________________________________
 TM0483* NAD 83(1992)-  48 59 53.58696(N)    113 17 14.42310(W)     ADJUSTED  
 TM0483* NAVD 88     -      1345.     (meters)    4413.     (feet)  SCALED    
 TM0483  ___________________________________________________________________
 TM0483  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 TM0483  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TM0483
 TM0483  HORZ ORDER  -  THIRD
 TM0483
 TM0483.The horizontal coordinates were established by classical geodetic methods
 TM0483.and adjusted by the National Geodetic Survey in July 1992..
 TM0483
 TM0483.The orthometric height was scaled from a topographic map.
 TM0483
 TM0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0483
 TM0483.The geoid height was determined by GEOID03.
 TM0483
 TM0483;                    North         East     Units Scale Factor Converg.
 TM0483;SPC MT       -   534,368.397   322,971.960   MT  0.99999890   -2 46 13.6
 TM0483;SPC MT       - 1,753,177.16  1,059,619.29   iFT  0.99999890   -2 46 13.6
 TM0483;UTM  12      - 5,429,778.643   332,698.368   MT  0.99994386   -1 43 35.9
 TM0483
 TM0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0483!SPC MT       -   0.99979157  x   0.99999890  =   0.99979047
 TM0483!UTM  12      -   0.99979157  x   0.99994386  =   0.99973544
 TM0483
 TM0483:                Primary Azimuth Mark                     Grid Az
 TM0483:SPC MT       -  BOUNDARY MON 291 CD US                   272 40 16.8
 TM0483:UTM  12      -  BOUNDARY MON 291 CD US                   271 37 39.1
 TM0483
 TM0483|---------------------------------------------------------------------|
 TM0483| PID    Reference Object                     Distance      Geod. Az  |
 TM0483|                                                           dddmmss.s |
 TM0483| TM0482 BOUNDARY MON 291 CD US              APPROX. 4.3 KM 2695403.2 |
 TM0483|---------------------------------------------------------------------|
 TM0483
 TM0483                          SUPERSEDED SURVEY CONTROL
 TM0483
 TM0483  NAD 83(1986)-  48 59 53.59589(N)    113 17 14.41976(W) AD(       ) 3
 TM0483
 TM0483.Superseded values are not recommended for survey control.
 TM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0483.See file dsdata.txt to determine how the superseded data were derived.
 TM0483
 TM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV3269829779(NAD 83)
 TM0483_MARKER: Z = SEE DESCRIPTION
 TM0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0483+STABILITY: SURFACE MOTION
 TM0483
 TM0483  HISTORY     - Date     Condition        Report By
 TM0483  HISTORY     - 1905     MONUMENTED       IBC
 TM0483  HISTORY     - 1975     GOOD             IBC
 TM0483
 TM0483                          STATION DESCRIPTION
 TM0483
 TM0483'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM0483'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM0483'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM0483'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM0483'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM0483'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM0483'OUTLINED BY DRILL HOLES.
 TM0483
 TM0483                          STATION RECOVERY (1975)
 TM0483
 TM0483'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM0483'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1030 ***********************************************************************
 TM1030  DESIGNATION -  BOUNDARY MON 294 CD US
 TM1030  PID         -  TM1030
 TM1030  STATE/COUNTY-  MT/TETON
 TM1030  USGS QUAD   -  GOOSE LAKE (1968)
 TM1030
 TM1030                         *CURRENT SURVEY CONTROL
 TM1030  ___________________________________________________________________
 TM1030* NAD 83(1992)-  48 59 53.71211(N)    113 15 36.99643(W)     ADJUSTED  
 TM1030* NAVD 88     -      1342.     (meters)    4403.     (feet)  SCALED    
 TM1030  ___________________________________________________________________
 TM1030  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 TM1030  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TM1030
 TM1030  HORZ ORDER  -  THIRD
 TM1030
 TM1030.The horizontal coordinates were established by classical geodetic methods
 TM1030.and adjusted by the National Geodetic Survey in July 1992..
 TM1030
 TM1030.The orthometric height was scaled from a topographic map.
 TM1030
 TM1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1030
 TM1030.The geoid height was determined by GEOID03.
 TM1030
 TM1030;                    North         East     Units Scale Factor Converg.
 TM1030;SPC MT       -   534,276.883   324,950.162   MT  0.99999893   -2 45 02.4
 TM1030;SPC MT       - 1,752,876.91  1,066,109.46   iFT  0.99999893   -2 45 02.4
 TM1030;UTM  12      - 5,429,723.195   334,677.791   MT  0.99993577   -1 42 22.3
 TM1030
 TM1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1030!SPC MT       -   0.99979204  x   0.99999893  =   0.99979097
 TM1030!UTM  12      -   0.99979204  x   0.99993577  =   0.99972782
 TM1030
 TM1030:                Primary Azimuth Mark                     Grid Az
 TM1030:SPC MT       -  RANKIN                                   253 26 56.9
 TM1030:UTM  12      -  RANKIN                                   252 24 16.8
 TM1030
 TM1030|---------------------------------------------------------------------|
 TM1030| PID    Reference Object                     Distance      Geod. Az  |
 TM1030|                                                           dddmmss.s |
 TM1030| TM1036 RANKIN                              APPROX. 2.3 KM 2504154.5 |
 TM1030|---------------------------------------------------------------------|
 TM1030
 TM1030                          SUPERSEDED SURVEY CONTROL
 TM1030
 TM1030  NAD 83(1986)-  48 59 53.72107(N)    113 15 36.99227(W) AD(       ) 3
 TM1030
 TM1030.Superseded values are not recommended for survey control.
 TM1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1030.See file dsdata.txt to determine how the superseded data were derived.
 TM1030
 TM1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV3467829723(NAD 83)
 TM1030_MARKER: Z = SEE DESCRIPTION
 TM1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1030+STABILITY: SURFACE MOTION
 TM1030
 TM1030  HISTORY     - Date     Condition        Report By
 TM1030  HISTORY     - 1905     MONUMENTED       IBC
 TM1030  HISTORY     - 1975     GOOD             IBC
 TM1030
 TM1030                          STATION DESCRIPTION
 TM1030
 TM1030'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1030'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1030'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1030'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1030'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1030'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1030'OUTLINED BY DRILL HOLES.
 TM1030
 TM1030                          STATION RECOVERY (1975)
 TM1030
 TM1030'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1030'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0477 ***********************************************************************
 TM0477  DESIGNATION -  BOUNDARY MON 295 CD US
 TM0477  PID         -  TM0477
 TM0477  STATE/COUNTY-  MT/GLACIER
 TM0477  USGS QUAD   -  HALL COULEE (1968)
 TM0477
 TM0477                         *CURRENT SURVEY CONTROL
 TM0477  ___________________________________________________________________
 TM0477* NAD 83(1992)-  48 59 53.87667(N)    113 13 27.69054(W)     ADJUSTED  
 TM0477* NAVD 88     -      1428.9    (meters)    4688.     (feet)  VERTCON   
 TM0477  ___________________________________________________________________
 TM0477  X           -  -1,653,635.880 (meters)                     COMP
 TM0477  Y           -  -3,853,696.014 (meters)                     COMP
 TM0477  Z           -   4,791,501.377 (meters)                     COMP
 TM0477  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 TM0477  ELLIP HEIGHT-        1413.47  (meters)          (07/28/92) GPS OBS
 TM0477  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TM0477
 TM0477  HORZ ORDER  -  FIRST
 TM0477  ELLP ORDER  -  FIFTH     CLASS I
 TM0477
 TM0477.The horizontal coordinates were established by GPS observations
 TM0477.and adjusted by the National Geodetic Survey in July 1992..
 TM0477
 TM0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0477
 TM0477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM0477
 TM0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0477
 TM0477.The ellipsoidal height was determined by GPS observations
 TM0477.and is referenced to NAD 83.
 TM0477
 TM0477.The geoid height was determined by GEOID03.
 TM0477
 TM0477;                    North         East     Units Scale Factor Converg.
 TM0477;SPC MT       -   534,156.432   327,575.700   MT  0.99999895   -2 43 27.8
 TM0477;SPC MT       - 1,752,481.73  1,074,723.43   iFT  0.99999895   -2 43 27.8
 TM0477;UTM  12      - 5,429,650.648   337,304.909   MT  0.99992518   -1 40 44.6
 TM0477
 TM0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0477!SPC MT       -   0.99977854  x   0.99999895  =   0.99977749
 TM0477!UTM  12      -   0.99977854  x   0.99992518  =   0.99970374
 TM0477
 TM0477:                Primary Azimuth Mark                     Grid Az
 TM0477:SPC MT       -  BOUNDARY MON 296 CD US                   092 35 38.9
 TM0477:UTM  12      -  BOUNDARY MON 296 CD US                   091 32 55.7
 TM0477
 TM0477|---------------------------------------------------------------------|
 TM0477| PID    Reference Object                     Distance      Geod. Az  |
 TM0477|                                                           dddmmss.s |
 TM0477| TM1031 BOUNDARY MON 296 CD US              APPROX. 1.2 KM 0895211.1 |
 TM0477| TM1001 BOUNDARY MON 295 RM 373 S            50.431 METERS 21914     |
 TM0477|---------------------------------------------------------------------|
 TM0477
 TM0477                          SUPERSEDED SURVEY CONTROL
 TM0477
 TM0477  NAD 83(1986)-  48 59 53.88570(N)    113 13 27.68461(W) AD(       ) 1
 TM0477  NGVD 29 (08/25/89) 1427.8    (m)         4684.     (f) GPS OBS        
 TM0477
 TM0477.Superseded values are not recommended for survey control.
 TM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0477.See file dsdata.txt to determine how the superseded data were derived.
 TM0477
 TM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV3730529651(NAD 83)
 TM0477_MARKER: DU = BOUNDARY MARKER
 TM0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0477+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 TM0477
 TM0477  HISTORY     - Date     Condition        Report By
 TM0477  HISTORY     - 1905     MONUMENTED       IBC
 TM0477  HISTORY     - 1905     GOOD             IBC
 TM0477  HISTORY     - 1975     GOOD             IBC
 TM0477  HISTORY     - 19880721 SEE DESCRIPTION  NGS
 TM0477
 TM0477                          STATION DESCRIPTION
 TM0477
 TM0477'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM0477'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM0477'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM0477'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM0477'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM0477'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM0477'OUTLINED BY DRILL HOLES.
 TM0477
 TM0477                          STATION RECOVERY (1905)
 TM0477
 TM0477'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1905
 TM0477'RECOVERED IN GOOD CONDITION.
 TM0477
 TM0477                          STATION RECOVERY (1975)
 TM0477
 TM0477'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM0477'STATION SEARCHED FOR AND RECOVERED.
 TM0477
 TM0477                          STATION RECOVERY (1988)
 TM0477
 TM0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TM0477'THE MONUMENT IS LOCATED ABOUT 54.7 KM (34.00 MI) NORTH-NORTHWEST OF
 TM0477'BROWNING, MONTANA, 21.3 KM (13.25 MI) NORTHEAST OF BABB, MONTANA AND
 TM0477'10.5 KM (6.50 MI) EAST OF PORT OF PIEGAN, MONTANA - CARWAY, ALBERTA
 TM0477'BORDER CROSSING.  BEFORE OCCUPYING THE MONUMENT, CONTACT MR. RAY
 TM0477'MARTIN, P.O. BOX 446, BROWNING, MONTANA, 406-338-5015.  ALSO CONTACT
 TM0477'MR. MARK GRIFFITHS, 406-732-4456, OR MR. SAM MEMMOTT, 406-732-4477,
 TM0477'BOTH OF CATTLE TECHNETICS TO OBTAIN PERMISSION TO CROSS THEIR
 TM0477'PROPERTY.
 TM0477'TO REACH THE MONUMENT FROM THE POST OFFICE IN BABB, GO NORTH ON U.S.
 TM0477'HIGHWAY 89 FOR 5.1 KM (3.15 MI) TO THE JUNCTION OF STATE HIGHWAY 17
 TM0477'ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 89 FOR 2.9 KM (1.80 MI)
 TM0477'TO A SIDE ROAD RIGHT AND A SIGN READING -POWELL RANCH-.  TURN RIGHT
 TM0477'AND GO EASTERLY ON THE GRAVEL ROAD FOR 4.8 KM (3.00 MI) TO A
 TM0477'T-INTERSECTION JUST AFTER CROSSING THE ST. MARY RIVER.  TURN LEFT AND
 TM0477'FOLLOW THE GRAVEL ROAD NORTHEASTERLY FOR 3.2 KM (2.00 MI) TO A FORK
 TM0477'AT THE NORTH END OF SPIDER LAKE.  KEEP THE RIGHT FORK AND CONTINUE
 TM0477'NORTHEASTERLY ALONG THE WEST SIDE OF THE ST. MARY CANAL FOR 6.1 KM
 TM0477'(3.80 MI) TO A TRACK ROAD LEFT.  BEAR LEFT, LEAVING THE CANAL, AND
 TM0477'CONTINUE IN AN EASTERLY DIRECTION FOR 0.72 KM (0.45 MI) TO A PIPELINE
 TM0477'PUMPING STATION ON THE RIGHT.  CONTINUE ON THE TRACK ROAD FOR 1.8 KM
 TM0477'(1.10 MI) TO T-INTERSECTION AT A GRAVEL ROAD.  TURN LEFT AND FOLLOW
 TM0477'THE GRAVEL ROAD NORTHERLY FOR 1.6 KM (1.00 MI) TO A DRIVEWAY ON THE
 TM0477'RIGHT LEADING TO MR. RAY MARTINS HOUSE AND END OF TRUCK TRAVEL.
 TM0477'THENCE BY ATV, CONTINUE STRAIGHT AHEAD ON A VERY DIM TRACK ROAD FOR
 TM0477'0.2 KM (0.10 MI) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 TM0477'NORTHERLY ON THE DIM TRACK ROAD FOR 1.0 KM (0.60 MI) TO A VERY DIM
 TM0477'FORK.  KEEP THE LEFT FORK AND CONTINUE NORTHERLY FOR 0.6 KM (0.35 MI)
 TM0477'TO DIM FORK IN A SADDLE.  KEEP THE LEFT FORK AND CONTINUE NORTHERLY
 TM0477'FOR 0.5 KM (0.30 MI) TO AN OFFSET EAST-WEST FENCE.  TURN RIGHT AND GO
 TM0477'EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 1.3 KM (0.80 MI) TO A
 TM0477'NORTH-SOUTH FENCE.  TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF
 TM0477'THE FENCE FOR 0.2 KM (0.10 MI) TO A WIRE GATE ON THE LEFT.  TURN LEFT
 TM0477'THROUGH THE GATE THEN LEFT AGAIN AND GO NORTH ALONG THE EAST SIDE OF
 TM0477'THE FENCE FOR 0.2 KM (0.10 MI) TO THE EAST-WEST FENCE.  TURN RIGHT
 TM0477'AND GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.08 KM (0.05 MI)
 TM0477'TO THE MONUMENT, 18.3 M (60.0 FT) NORTH OF THE FENCE.
 TM0477'THE MONUMENT IS AN ALUMINUM-BRONZE OBELISK WHICH PROJECTS ABOUT 1.5 M
 TM0477'(4.9 FT) ABOVE A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT PROJECTS
 TM0477'ABOUT 0.15 M (0.5 FT) ABOVE THE SURFACE.  INSCRIBED ON THE OBELISK IN
 TM0477'RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE WEST SIDE,
 TM0477'--TREATY OF 1908-- ON THE EAST SIDE, --UNITED STATES-- ON THE SOUTH
 TM0477'SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --295-- IS DRILLED
 TM0477'NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TM0477'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 1.5 CM TO THE NORTH.
 TM0477'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2 CM SOUTH AND 1 CM EAST OF
 TM0477'THE TOP OF THE OBELISK ON THE SOUTH SIDE OF THE TOP OF THE OBELISK.
 TM0477'THE AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY WHEEL.
 TM0477'MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A
 TM0477'FUTURE DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH MARK WILL BE
 TM0477'HELD FIXED DURING THE REPLUMBING.
 TM0477'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1001 ***********************************************************************
 TM1001  DESIGNATION -  BOUNDARY MON 295 RM 373 S
 TM1001  PID         -  TM1001
 TM1001  STATE/COUNTY-  MT/GLACIER
 TM1001  USGS QUAD   -  HALL COULEE (1968)
 TM1001
 TM1001                         *CURRENT SURVEY CONTROL
 TM1001  ___________________________________________________________________
 TM1001* NAD 83(1992)-  48 59 52.61215(N)    113 13 29.25975(W)     ADJUSTED  
 TM1001* NAVD 88     -      1431.     (meters)    4695.     (feet)  SCALED    
 TM1001  ___________________________________________________________________
 TM1001  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 TM1001  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TM1001
 TM1001  HORZ ORDER  -  THIRD
 TM1001
 TM1001.The horizontal coordinates were established by classical geodetic methods
 TM1001.and adjusted by the National Geodetic Survey in July 1992..
 TM1001
 TM1001.The orthometric height was scaled from a topographic map.
 TM1001
 TM1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1001
 TM1001.The geoid height was determined by GEOID03.
 TM1001
 TM1001;                    North         East     Units Scale Factor Converg.
 TM1001;SPC MT       -   534,118.929   327,541.983   MT  0.99999874   -2 43 28.9
 TM1001;SPC MT       - 1,752,358.69  1,074,612.81   iFT  0.99999874   -2 43 28.9
 TM1001;UTM  12      - 5,429,612.539   337,271.885   MT  0.99992531   -1 40 45.8
 TM1001
 TM1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1001!SPC MT       -   0.99977818  x   0.99999874  =   0.99977692
 TM1001!UTM  12      -   0.99977818  x   0.99992531  =   0.99970351
 TM1001
 TM1001|---------------------------------------------------------------------|
 TM1001| PID    Reference Object                     Distance      Geod. Az  |
 TM1001|                                                           dddmmss.s |
 TM1001| TM0477 BOUNDARY MON 295 CD US               50.431 METERS 03914     |
 TM1001| TM0887 GALBREATH                           APPROX. 8.0 KM 1984904.3 |
 TM1001|---------------------------------------------------------------------|
 TM1001
 TM1001                          SUPERSEDED SURVEY CONTROL
 TM1001
 TM1001  NAD 83(1986)-  48 59 52.62118(N)    113 13 29.25381(W) AD(       ) 3
 TM1001
 TM1001.Superseded values are not recommended for survey control.
 TM1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1001.See file dsdata.txt to determine how the superseded data were derived.
 TM1001
 TM1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV3727229613(NAD 83)
 TM1001_MARKER: H = DRILL HOLE
 TM1001_SETTING: 66 = SET IN ROCK OUTCROP
 TM1001_SP_SET: SET IN A ROCK LEDGE
 TM1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM1001+STABILITY: POSITION/ELEVATION WELL
 TM1001
 TM1001  HISTORY     - Date     Condition        Report By
 TM1001  HISTORY     - 1909     MONUMENTED       IBC
 TM1001  HISTORY     - 1921     GOOD             IBC
 TM1001
 TM1001                          STATION DESCRIPTION
 TM1001
 TM1001'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM1001'IN THE BLACKFEET INDIAN RESERVATION, ON THE HIGH RIDGE EAST OF THE
 TM1001'ROAD THAT CROSS THE INTERNATIONAL BOUNDARY NORTH OF PESKAN, NEARLY 1
 TM1001'MILE FROM THE ROAD AND 1-1/2 MILES NORTH OF PESKAN.  THE STATION IS
 TM1001'NEAR THE NORTHWEST CORNER OF NW 1/4 SECTION 5, TOWNSHIP 37 N, RANGE
 TM1001'12 W, PRINCIPAL MERIDIAN.  MONUMENT 295 IS 50.5 METERS NORTHEAST OF
 TM1001'THE STATION.
 TM1001'
 TM1001'STATION MARK--A DRILL HOLE IN A QUARTZ LEDGE.
 TM1001
 TM1001                          STATION RECOVERY (1921)
 TM1001
 TM1001'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1921
 TM1001'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1031 ***********************************************************************
 TM1031  DESIGNATION -  BOUNDARY MON 296 CD US
 TM1031  PID         -  TM1031
 TM1031  STATE/COUNTY-  MT/TETON
 TM1031  USGS QUAD   -  HALL COULEE (1968)
 TM1031
 TM1031                         *CURRENT SURVEY CONTROL
 TM1031  ___________________________________________________________________
 TM1031* NAD 83(1992)-  48 59 53.95886(N)    113 12 30.07834(W)     ADJUSTED  
 TM1031* NAVD 88     -      1410.     (meters)    4626.     (feet)  SCALED    
 TM1031  ___________________________________________________________________
 TM1031  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 TM1031  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TM1031
 TM1031  HORZ ORDER  -  THIRD
 TM1031
 TM1031.The horizontal coordinates were established by classical geodetic methods
 TM1031.and adjusted by the National Geodetic Survey in July 1992..
 TM1031
 TM1031.The orthometric height was scaled from a topographic map.
 TM1031
 TM1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1031
 TM1031.The geoid height was determined by GEOID03.
 TM1031
 TM1031;                    North         East     Units Scale Factor Converg.
 TM1031;SPC MT       -   534,103.426   328,745.537   MT  0.99999897   -2 42 45.6
 TM1031;SPC MT       - 1,752,307.83  1,078,561.47   iFT  0.99999897   -2 42 45.6
 TM1031;UTM  12      - 5,429,618.999   338,475.430   MT  0.99992052   -1 40 01.1
 TM1031
 TM1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1031!SPC MT       -   0.99978139  x   0.99999897  =   0.99978036
 TM1031!UTM  12      -   0.99978139  x   0.99992052  =   0.99970192
 TM1031
 TM1031:                Primary Azimuth Mark                     Grid Az
 TM1031:SPC MT       -  BOUNDARY MON 295 CD US                   272 35 40.1
 TM1031:UTM  12      -  BOUNDARY MON 295 CD US                   271 32 55.6
 TM1031
 TM1031|---------------------------------------------------------------------|
 TM1031| PID    Reference Object                     Distance      Geod. Az  |
 TM1031|                                                           dddmmss.s |
 TM1031| TM0477 BOUNDARY MON 295 CD US              APPROX. 1.2 KM 2695254.5 |
 TM1031|---------------------------------------------------------------------|
 TM1031
 TM1031                          SUPERSEDED SURVEY CONTROL
 TM1031
 TM1031  NAD 83(1986)-  48 59 53.96812(N)    113 12 30.07321(W) AD(       ) 3
 TM1031
 TM1031.Superseded values are not recommended for survey control.
 TM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1031.See file dsdata.txt to determine how the superseded data were derived.
 TM1031
 TM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV3847529619(NAD 83)
 TM1031_MARKER: Z = SEE DESCRIPTION
 TM1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1031+STABILITY: SURFACE MOTION
 TM1031
 TM1031  HISTORY     - Date     Condition        Report By
 TM1031  HISTORY     - 1905     MONUMENTED       IBC
 TM1031  HISTORY     - 1975     GOOD             IBC
 TM1031
 TM1031                          STATION DESCRIPTION
 TM1031
 TM1031'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1031'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1031'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1031'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1031'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1031'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1031'OUTLINED BY DRILL HOLES.
 TM1031
 TM1031                          STATION RECOVERY (1975)
 TM1031
 TM1031'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1031'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1032 ***********************************************************************
 TM1032  DESIGNATION -  BOUNDARY MON 297 CD US
 TM1032  PID         -  TM1032
 TM1032  STATE/COUNTY-  MT/TETON
 TM1032  USGS QUAD   -  HALL COULEE (1968)
 TM1032
 TM1032                         *CURRENT SURVEY CONTROL
 TM1032  ___________________________________________________________________
 TM1032* NAD 83(1992)-  48 59 54.15495(N)    113 10 23.75600(W)     ADJUSTED  
 TM1032* NAVD 88     -      1294.     (meters)    4245.     (feet)  SCALED    
 TM1032  ___________________________________________________________________
 TM1032  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 TM1032  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TM1032
 TM1032  HORZ ORDER  -  THIRD
 TM1032
 TM1032.The horizontal coordinates were established by classical geodetic methods
 TM1032.and adjusted by the National Geodetic Survey in July 1992..
 TM1032
 TM1032.The orthometric height was scaled from a topographic map.
 TM1032
 TM1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1032
 TM1032.The geoid height was determined by GEOID03.
 TM1032
 TM1032;                    North         East     Units Scale Factor Converg.
 TM1032;SPC MT       -   533,988.531   331,310.619   MT  0.99999900   -2 41 13.2
 TM1032;SPC MT       - 1,751,930.88  1,086,977.10   iFT  0.99999900   -2 41 13.2
 TM1032;UTM  12      - 5,429,550.960   341,041.968   MT  0.99991041   -1 38 25.7
 TM1032
 TM1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1032!SPC MT       -   0.99979956  x   0.99999900  =   0.99979856
 TM1032!UTM  12      -   0.99979956  x   0.99991041  =   0.99970999
 TM1032
 TM1032:                Primary Azimuth Mark                     Grid Az
 TM1032:SPC MT       -  STACK                                    144 50 27.6
 TM1032:UTM  12      -  STACK                                    143 47 40.1
 TM1032
 TM1032|---------------------------------------------------------------------|
 TM1032| PID    Reference Object                     Distance      Geod. Az  |
 TM1032|                                                           dddmmss.s |
 TM1032| TM0878 STACK                               APPROX. 4.3 KM 1420914.4 |
 TM1032|---------------------------------------------------------------------|
 TM1032
 TM1032                          SUPERSEDED SURVEY CONTROL
 TM1032
 TM1032  NAD 83(1986)-  48 59 54.16477(N)    113 10 23.74679(W) AD(       ) 3
 TM1032
 TM1032.Superseded values are not recommended for survey control.
 TM1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1032.See file dsdata.txt to determine how the superseded data were derived.
 TM1032
 TM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV4104229551(NAD 83)
 TM1032_MARKER: Z = SEE DESCRIPTION
 TM1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1032+STABILITY: SURFACE MOTION
 TM1032
 TM1032  HISTORY     - Date     Condition        Report By
 TM1032  HISTORY     - 1905     MONUMENTED       IBC
 TM1032  HISTORY     - 1975     GOOD             IBC
 TM1032
 TM1032                          STATION DESCRIPTION
 TM1032
 TM1032'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1032'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1032'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1032'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1032'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1032'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1032'OUTLINED BY DRILL HOLES.
 TM1032
 TM1032                          STATION RECOVERY (1975)
 TM1032
 TM1032'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1032'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0478 ***********************************************************************
 TM0478  DESIGNATION -  BOUNDARY MON 298 CD US
 TM0478  PID         -  TM0478
 TM0478  STATE/COUNTY-  MT/TETON
 TM0478  USGS QUAD   -  HALL COULEE (1968)
 TM0478
 TM0478                         *CURRENT SURVEY CONTROL
 TM0478  ___________________________________________________________________
 TM0478* NAD 83(1992)-  48 59 54.33203(N)    113 08 28.96328(W)     ADJUSTED  
 TM0478* NAVD 88     -      1287.     (meters)    4222.     (feet)  SCALED    
 TM0478  ___________________________________________________________________
 TM0478  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 TM0478  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TM0478
 TM0478  HORZ ORDER  -  THIRD
 TM0478
 TM0478.The horizontal coordinates were established by classical geodetic methods
 TM0478.and adjusted by the National Geodetic Survey in July 1992..
 TM0478
 TM0478.The orthometric height was scaled from a topographic map.
 TM0478
 TM0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0478
 TM0478.The geoid height was determined by GEOID03.
 TM0478
 TM0478;                    North         East     Units Scale Factor Converg.
 TM0478;SPC MT       -   533,885.085   333,641.623   MT  0.99999903   -2 39 49.3
 TM0478;SPC MT       - 1,751,591.49  1,094,624.75   iFT  0.99999903   -2 39 49.3
 TM0478;UTM  12      - 5,429,490.126   343,374.255   MT  0.99990137   -1 36 59.1
 TM0478
 TM0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0478!SPC MT       -   0.99980066  x   0.99999903  =   0.99979969
 TM0478!UTM  12      -   0.99980066  x   0.99990137  =   0.99970205
 TM0478
 TM0478:                Primary Azimuth Mark                     Grid Az
 TM0478:SPC MT       -  BOUNDARY MON 297 CD US                   272 32 29.0
 TM0478:UTM  12      -  BOUNDARY MON 297 CD US                   271 29 38.8
 TM0478
 TM0478|---------------------------------------------------------------------|
 TM0478| PID    Reference Object                     Distance      Geod. Az  |
 TM0478|                                                           dddmmss.s |
 TM0478| TM1032 BOUNDARY MON 297 CD US              APPROX. 2.3 KM 2695239.7 |
 TM0478|---------------------------------------------------------------------|
 TM0478
 TM0478                          SUPERSEDED SURVEY CONTROL
 TM0478
 TM0478  NAD 83(1986)-  48 59 54.34208(N)    113 08 28.95556(W) AD(       ) 3
 TM0478
 TM0478.Superseded values are not recommended for survey control.
 TM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0478.See file dsdata.txt to determine how the superseded data were derived.
 TM0478
 TM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV4337429490(NAD 83)
 TM0478_MARKER: Z = SEE DESCRIPTION
 TM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0478+STABILITY: SURFACE MOTION
 TM0478
 TM0478  HISTORY     - Date     Condition        Report By
 TM0478  HISTORY     - 1905     MONUMENTED       IBC
 TM0478  HISTORY     - 1975     GOOD             IBC
 TM0478
 TM0478                          STATION DESCRIPTION
 TM0478
 TM0478'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM0478'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM0478'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM0478'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM0478'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM0478'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM0478'OUTLINED BY DRILL HOLES.
 TM0478
 TM0478                          STATION RECOVERY (1975)
 TM0478
 TM0478'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM0478'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1033 ***********************************************************************
 TM1033  DESIGNATION -  BOUNDARY MON 299 CD US
 TM1033  PID         -  TM1033
 TM1033  STATE/COUNTY-  MT/TETON
 TM1033  USGS QUAD   -  EMIGRANT GAP (1968)
 TM1033
 TM1033                         *CURRENT SURVEY CONTROL
 TM1033  ___________________________________________________________________
 TM1033* NAD 83(1992)-  48 59 54.49097(N)    113 06 17.86767(W)     ADJUSTED  
 TM1033* NAVD 88     -      1311.     (meters)    4301.     (feet)  SCALED    
 TM1033  ___________________________________________________________________
 TM1033  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 TM1033  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 TM1033
 TM1033  HORZ ORDER  -  THIRD
 TM1033
 TM1033.The horizontal coordinates were established by classical geodetic methods
 TM1033.and adjusted by the National Geodetic Survey in July 1992..
 TM1033
 TM1033.The orthometric height was scaled from a topographic map.
 TM1033
 TM1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1033
 TM1033.The geoid height was determined by GEOID03.
 TM1033
 TM1033;                    North         East     Units Scale Factor Converg.
 TM1033;SPC MT       -   533,766.773   336,303.664   MT  0.99999906   -2 38 13.4
 TM1033;SPC MT       - 1,751,203.32  1,103,358.48   iFT  0.99999906   -2 38 13.4
 TM1033;UTM  12      - 5,429,420.516   346,037.740   MT  0.99989121   -1 35 20.1
 TM1033
 TM1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1033!SPC MT       -   0.99979689  x   0.99999906  =   0.99979596
 TM1033!UTM  12      -   0.99979689  x   0.99989121  =   0.99968813
 TM1033
 TM1033:                Primary Azimuth Mark                     Grid Az
 TM1033:SPC MT       -  STACK                                    217 30 41.2
 TM1033:UTM  12      -  STACK                                    216 27 47.9
 TM1033
 TM1033|---------------------------------------------------------------------|
 TM1033| PID    Reference Object                     Distance      Geod. Az  |
 TM1033|                                                           dddmmss.s |
 TM1033| TM0878 STACK                               APPROX. 4.1 KM 2145227.8 |
 TM1033|---------------------------------------------------------------------|
 TM1033
 TM1033                          SUPERSEDED SURVEY CONTROL
 TM1033
 TM1033  NAD 83(1986)-  48 59 54.50161(N)    113 06 17.86235(W) AD(       ) 3
 TM1033
 TM1033.Superseded values are not recommended for survey control.
 TM1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1033.See file dsdata.txt to determine how the superseded data were derived.
 TM1033
 TM1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV4603829421(NAD 83)
 TM1033_MARKER: Z = SEE DESCRIPTION
 TM1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1033+STABILITY: SURFACE MOTION
 TM1033
 TM1033  HISTORY     - Date     Condition        Report By
 TM1033  HISTORY     - 1905     MONUMENTED       IBC
 TM1033  HISTORY     - 1975     GOOD             IBC
 TM1033
 TM1033                          STATION DESCRIPTION
 TM1033
 TM1033'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TM1033'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TM1033'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TM1033'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TM1033'SOUTH FACE, AND---TREATY OF 1908---ON THE EAST FACE.  ---CONVENTION
 TM1033'OF 1818---IS CAST ON THE WEST FACE WITH THE NUMBER OF THE MONUMENT
 TM1033'OUTLINED BY DRILL HOLES.
 TM1033
 TM1033                          STATION RECOVERY (1975)
 TM1033
 TM1033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TM1033'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0470 ***********************************************************************
 TM0470  DESIGNATION -  BOUNDARY MON 300 CD US
 TM0470  PID         -  TM0470
 TM0470  STATE/COUNTY-  MT/GLACIER
 TM0470  USGS QUAD   -  EMIGRANT GAP (1968)
 TM0470
 TM0470                         *CURRENT SURVEY CONTROL
 TM0470  ___________________________________________________________________
 TM0470* NAD 83(1992)-  48 59 54.66938(N)    113 03 51.70782(W)     ADJUSTED  
 TM0470* NAVD 88     -      1411.     (meters)    4629.     (feet)  SCALED    
 TM0470  ___________________________________________________________________
 TM0470  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TM0470  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 TM0470
 TM0470  HORZ ORDER  -  THIRD
 TM0470
 TM0470.The horizontal coordinates were established by classical geodetic methods
 TM0470.and adjusted by the National Geodetic Survey in July 1992..
 TM0470
 TM0470.The orthometric height was scaled from a topographic map.
 TM0470
 TM0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0470
 TM0470.The geoid height was determined by GEOID03.
 TM0470
 TM0470;                    North         East     Units Scale Factor Converg.
 TM0470;SPC MT       -   533,636.362   339,271.663   MT  0.99999909   -2 36 26.4
 TM0470;SPC MT       - 1,750,775.47  1,113,096.01   iFT  0.99999909   -2 36 26.4
 TM0470;UTM  12      - 5,429,344.452   349,007.293   MT  0.99988008   -1 33 29.7
 TM0470
 TM0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0470!SPC MT       -   0.99978123  x   0.99999909  =   0.99978032
 TM0470!UTM  12      -   0.99978123  x   0.99988008  =   0.99966134
 TM0470
 TM0470:                Primary Azimuth Mark                     Grid Az
 TM0470:SPC MT       -  MILK                                     009 58 43.6
 TM0470:UTM  12      -  MILK                                     008 55 46.9
 TM0470
 TM0470|---------------------------------------------------------------------|
 TM0470| PID    Reference Object                     Distance      Geod. Az  |
 TM0470|                                                           dddmmss.s |
 TM0470| TM0982 MILK                                APPROX. 0.7 KM 0072217.2 |
 TM0470|---------------------------------------------------------------------|
 TM0470
 TM0470                          SUPERSEDED SURVEY CONTROL
 TM0470
 TM0470  NAD 83(1986)-  48 59 54.68109(N)    113 03 51.71727(W) AD(       ) 3
 TM0470  NAD 83(1986)-  48 59 54.68317(N)    113 03 51.66437(W) AD(       ) 3
 TM0470
 TM0470.Superseded values are not recommended for survey control.
 TM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0470.See file dsdata.txt to determine how the superseded data were derived.
 TM0470
 TM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV4900729344(NAD 83)
 TM0470_MARKER: Z = SEE DESCRIPTION
 TM0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0470+STABILITY: SURFACE MOTION
 TM0470
 TM0470  HISTORY     - Date     Condition        Report By
 TM0470  HISTORY     - 1909     MONUMENTED       IBC
 TM0470  HISTORY     - 1975     GOOD             IBC
 TM0470
 TM0470                          STATION DESCRIPTION
 TM0470
 TM0470'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0470'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TM0470'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TM0470'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TM0470'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TM0470'
 TM0470'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TM0470'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE
 TM0470'NUMBERS 2 TO 272, THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TM0470'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TM0470'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TM0470'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TM0470'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TM0470'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TM0470'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TM0470'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TM0470'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TM0470'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TM0470'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TM0470'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0470'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TM0470'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TM0470'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TM0470
 TM0470                          STATION RECOVERY (1975)
 TM0470
 TM0470'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0469 ***********************************************************************
 TM0469  DESIGNATION -  BOUNDARY MON 301 CD US
 TM0469  PID         -  TM0469
 TM0469  STATE/COUNTY-  MT/GLACIER
 TM0469  USGS QUAD   -  EMIGRANT GAP (1968)
 TM0469
 TM0469                         *CURRENT SURVEY CONTROL
 TM0469  ___________________________________________________________________
 TM0469* NAD 83(1992)-  48 59 54.79580(N)    113 02 15.66419(W)     ADJUSTED  
 TM0469* NAVD 88     -      1347.     (meters)    4419.     (feet)  SCALED    
 TM0469  ___________________________________________________________________
 TM0469  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 TM0469  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 TM0469
 TM0469  HORZ ORDER  -  THIRD
 TM0469
 TM0469.The horizontal coordinates were established by classical geodetic methods
 TM0469.and adjusted by the National Geodetic Survey in July 1992..
 TM0469
 TM0469.The orthometric height was scaled from a topographic map.
 TM0469
 TM0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0469
 TM0469.The geoid height was determined by GEOID03.
 TM0469
 TM0469;                    North         East     Units Scale Factor Converg.
 TM0469;SPC MT       -   533,551.788   341,222.025   MT  0.99999911   -2 35 16.2
 TM0469;SPC MT       - 1,750,497.99  1,119,494.83   iFT  0.99999911   -2 35 16.2
 TM0469;UTM  12      - 5,429,295.619   350,958.636   MT  0.99987289   -1 32 17.2
 TM0469
 TM0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0469!SPC MT       -   0.99979126  x   0.99999911  =   0.99979037
 TM0469!UTM  12      -   0.99979126  x   0.99987289  =   0.99966417
 TM0469
 TM0469:                Primary Azimuth Mark                     Grid Az
 TM0469:SPC MT       -  BOUNDARY MON 300 CD US                   272 28 59.8
 TM0469:UTM  12      -  BOUNDARY MON 300 CD US                   271 26 00.8
 TM0469
 TM0469|---------------------------------------------------------------------|
 TM0469| PID    Reference Object                     Distance      Geod. Az  |
 TM0469|                                                           dddmmss.s |
 TM0469| TM0470 BOUNDARY MON 300 CD US              APPROX. 2.0 KM 2695343.6 |
 TM0469|---------------------------------------------------------------------|
 TM0469
 TM0469                          SUPERSEDED SURVEY CONTROL
 TM0469
 TM0469  NAD 83(1986)-  48 59 54.80838(N)    113 02 15.64633(W) AD(       ) 3
 TM0469
 TM0469.Superseded values are not recommended for survey control.
 TM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0469.See file dsdata.txt to determine how the superseded data were derived.
 TM0469
 TM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV5095929296(NAD 83)
 TM0469_MARKER: Z = SEE DESCRIPTION
 TM0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0469+STABILITY: SURFACE MOTION
 TM0469
 TM0469  HISTORY     - Date     Condition        Report By
 TM0469  HISTORY     - 1909     MONUMENTED       IBC
 TM0469  HISTORY     - 1975     GOOD             IBC
 TM0469
 TM0469                          STATION DESCRIPTION
 TM0469
 TM0469'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0469'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TM0469'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TM0469'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TM0469'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TM0469'
 TM0469'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TM0469'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE
 TM0469'NUMBERS 2 TO 272, THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TM0469'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TM0469'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TM0469'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TM0469'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TM0469'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TM0469'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TM0469'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TM0469'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TM0469'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TM0469'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TM0469'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0469'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TM0469'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TM0469'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TM0469
 TM0469                          STATION RECOVERY (1975)
 TM0469
 TM0469'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0382 ***********************************************************************
 TM0382  DESIGNATION -  BOUNDARY MON 302 CD US
 TM0382  PID         -  TM0382
 TM0382  STATE/COUNTY-  MT/GLACIER
 TM0382  USGS QUAD   -  BUSHNELL HILL (1968)
 TM0382
 TM0382                         *CURRENT SURVEY CONTROL
 TM0382  ___________________________________________________________________
 TM0382* NAD 83(1992)-  48 59 55.02025(N)    112 59 25.12272(W)     ADJUSTED  
 TM0382* NAVD 88     -      1310.     (meters)    4298.     (feet)  SCALED    
 TM0382  ___________________________________________________________________
 TM0382  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TM0382  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 TM0382
 TM0382  HORZ ORDER  -  THIRD
 TM0382
 TM0382.The horizontal coordinates were established by classical geodetic methods
 TM0382.and adjusted by the National Geodetic Survey in July 1992..
 TM0382
 TM0382.The orthometric height was scaled from a topographic map.
 TM0382
 TM0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0382
 TM0382.The geoid height was determined by GEOID03.
 TM0382
 TM0382;                    North         East     Units Scale Factor Converg.
 TM0382;SPC MT       -   533,403.250   344,685.283   MT  0.99999915   -2 33 11.4
 TM0382;SPC MT       - 1,750,010.66  1,130,857.23   iFT  0.99999915   -2 33 11.4
 TM0382;UTM  12      - 5,429,210.597   354,423.576   MT  0.99986035   -1 30 08.4
 TM0382
 TM0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0382!SPC MT       -   0.99979706  x   0.99999915  =   0.99979621
 TM0382!UTM  12      -   0.99979706  x   0.99986035  =   0.99965743
 TM0382
 TM0382:                Primary Azimuth Mark                     Grid Az
 TM0382:SPC MT       -  BUNCH                                    078 18 16.1
 TM0382:UTM  12      -  BUNCH                                    077 15 13.1
 TM0382
 TM0382|---------------------------------------------------------------------|
 TM0382| PID    Reference Object                     Distance      Geod. Az  |
 TM0382|                                                           dddmmss.s |
 TM0382| TM0970 BUNCH                               APPROX. 3.7 KM 0754504.7 |
 TM0382|---------------------------------------------------------------------|
 TM0382
 TM0382                          SUPERSEDED SURVEY CONTROL
 TM0382
 TM0382  NAD 83(1986)-  48 59 55.03016(N)    112 59 25.10399(W) AD(       ) 3
 TM0382
 TM0382.Superseded values are not recommended for survey control.
 TM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0382.See file dsdata.txt to determine how the superseded data were derived.
 TM0382
 TM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV5442429211(NAD 83)
 TM0382_MARKER: Z = SEE DESCRIPTION
 TM0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0382+STABILITY: SURFACE MOTION
 TM0382
 TM0382  HISTORY     - Date     Condition        Report By
 TM0382  HISTORY     - 1909     MONUMENTED       IBC
 TM0382  HISTORY     - 1975     GOOD             IBC
 TM0382
 TM0382                          STATION DESCRIPTION
 TM0382
 TM0382'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0382'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TM0382'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TM0382'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TM0382'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TM0382'
 TM0382'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TM0382'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE
 TM0382'NUMBERS 2 TO 272, THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TM0382'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TM0382'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TM0382'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TM0382'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TM0382'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TM0382'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TM0382'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TM0382'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TM0382'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TM0382'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TM0382'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0382'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TM0382'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TM0382'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TM0382
 TM0382                          STATION RECOVERY (1975)
 TM0382
 TM0382'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0384 ***********************************************************************
 TM0384  DESIGNATION -  BOUNDARY MON 303 CD US
 TM0384  PID         -  TM0384
 TM0384  STATE/COUNTY-  MT/GLACIER
 TM0384  USGS QUAD   -  BUSHNELL HILL (1968)
 TM0384
 TM0384                         *CURRENT SURVEY CONTROL
 TM0384  ___________________________________________________________________
 TM0384* NAD 83(1992)-  48 59 54.74027(N)    112 57 10.77715(W)     ADJUSTED  
 TM0384* NAVD 88     -      1376.     (meters)    4514.     (feet)  SCALED    
 TM0384  ___________________________________________________________________
 TM0384  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 TM0384  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 TM0384
 TM0384  HORZ ORDER  -  THIRD
 TM0384
 TM0384.The horizontal coordinates were established by classical geodetic methods
 TM0384.and adjusted by the National Geodetic Survey in July 1992..
 TM0384
 TM0384.The orthometric height was scaled from a topographic map.
 TM0384
 TM0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0384
 TM0384.The geoid height was determined by GEOID03.
 TM0384
 TM0384;                    North         East     Units Scale Factor Converg.
 TM0384;SPC MT       -   533,273.615   347,412.934   MT  0.99999910   -2 31 33.2
 TM0384;SPC MT       - 1,749,585.35  1,139,806.21   iFT  0.99999910   -2 31 33.2
 TM0384;UTM  12      - 5,429,131.041   357,152.755   MT  0.99985068   -1 28 27.0
 TM0384
 TM0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0384!SPC MT       -   0.99978672  x   0.99999910  =   0.99978582
 TM0384!UTM  12      -   0.99978672  x   0.99985068  =   0.99963743
 TM0384
 TM0384:                Primary Azimuth Mark                     Grid Az
 TM0384:SPC MT       -  BUNCH                                    046 41 47.0
 TM0384:UTM  12      -  BUNCH                                    045 38 40.8
 TM0384
 TM0384|---------------------------------------------------------------------|
 TM0384| PID    Reference Object                     Distance      Geod. Az  |
 TM0384|                                                           dddmmss.s |
 TM0384| TM0970 BUNCH                               APPROX. 1.3 KM 0441013.8 |
 TM0384|---------------------------------------------------------------------|
 TM0384
 TM0384                          SUPERSEDED SURVEY CONTROL
 TM0384
 TM0384  NAD 83(1986)-  48 59 54.75177(N)    112 57 10.76714(W) AD(       ) 3
 TM0384
 TM0384.Superseded values are not recommended for survey control.
 TM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0384.See file dsdata.txt to determine how the superseded data were derived.
 TM0384
 TM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV5715329131(NAD 83)
 TM0384_MARKER: Z = SEE DESCRIPTION
 TM0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0384+STABILITY: SURFACE MOTION
 TM0384
 TM0384  HISTORY     - Date     Condition        Report By
 TM0384  HISTORY     - 1909     MONUMENTED       IBC
 TM0384  HISTORY     - 1975     GOOD             IBC
 TM0384
 TM0384                          STATION DESCRIPTION
 TM0384
 TM0384'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0384'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0384'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0384'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0384'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0384'
 TM0384'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0384'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0384'---OCTOBER 20, 1818---.
 TM0384'
 TM0384'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0384'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0384'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0384'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0384'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0384'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0384'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0384'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0384'
 TM0384'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0384'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0384'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0384'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0384'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0384'HOLES ON THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0384'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0384'AND---CANADA---ON THE WEST SIDE.
 TM0384'
 TM0384'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0384'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0384'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0384'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0384'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0384
 TM0384                          STATION RECOVERY (1975)
 TM0384
 TM0384'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0385 ***********************************************************************
 TM0385  DESIGNATION -  BOUNDARY MON 304 CD US
 TM0385  PID         -  TM0385
 TM0385  STATE/COUNTY-  MT/GLACIER
 TM0385  USGS QUAD   -  BUSHNELL HILL (1968)
 TM0385
 TM0385                         *CURRENT SURVEY CONTROL
 TM0385  ___________________________________________________________________
 TM0385* NAD 83(1992)-  48 59 54.51311(N)    112 55 26.22344(W)     ADJUSTED  
 TM0385* NAVD 88     -      1370.     (meters)    4495.     (feet)  SCALED    
 TM0385  ___________________________________________________________________
 TM0385  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 TM0385  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 TM0385
 TM0385  HORZ ORDER  -  SECOND
 TM0385
 TM0385.The horizontal coordinates were established by classical geodetic methods
 TM0385.and adjusted by the National Geodetic Survey in July 1992..
 TM0385
 TM0385.The orthometric height was scaled from a topographic map.
 TM0385
 TM0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0385
 TM0385.The geoid height was determined by GEOID03.
 TM0385
 TM0385;                    North         East     Units Scale Factor Converg.
 TM0385;SPC MT       -   533,173.340   349,535.746   MT  0.99999906   -2 30 16.7
 TM0385;SPC MT       - 1,749,256.36  1,146,770.82   iFT  0.99999906   -2 30 16.7
 TM0385;UTM  12      - 5,429,069.769   359,276.727   MT  0.99984328   -1 27 08.0
 TM0385
 TM0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0385!SPC MT       -   0.99978766  x   0.99999906  =   0.99978672
 TM0385!UTM  12      -   0.99978766  x   0.99984328  =   0.99963097
 TM0385
 TM0385:                Primary Azimuth Mark                     Grid Az
 TM0385:SPC MT       -  BUNCH                                    310 01 17.7
 TM0385:UTM  12      -  BUNCH                                    308 58 09.0
 TM0385
 TM0385|---------------------------------------------------------------------|
 TM0385| PID    Reference Object                     Distance      Geod. Az  |
 TM0385|                                                           dddmmss.s |
 TM0385| TM0970 BUNCH                               APPROX. 1.5 KM 3073101.0 |
 TM0385|---------------------------------------------------------------------|
 TM0385
 TM0385                          SUPERSEDED SURVEY CONTROL
 TM0385
 TM0385  NAD 83(1986)-  48 59 54.51817(N)    112 55 26.22041(W) AD(       ) 2
 TM0385  NAD 27      -  48 59 54.57000(N)    112 55 22.89000(W) AD(       ) 2
 TM0385
 TM0385.Superseded values are not recommended for survey control.
 TM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0385.See file dsdata.txt to determine how the superseded data were derived.
 TM0385
 TM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV5927729070(NAD 83)
 TM0385_MARKER: Z = SEE DESCRIPTION
 TM0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0385+STABILITY: SURFACE MOTION
 TM0385
 TM0385  HISTORY     - Date     Condition        Report By
 TM0385  HISTORY     - 1909     MONUMENTED       IBC
 TM0385  HISTORY     - 1975     GOOD             IBC
 TM0385
 TM0385                          STATION DESCRIPTION
 TM0385
 TM0385'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0385'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0385'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0385'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0385'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0385'
 TM0385'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0385'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0385'---OCTOBER 20, 1818---.
 TM0385'
 TM0385'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0385'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0385'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0385'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0385'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0385'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0385'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0385'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0385'
 TM0385'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0385'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0385'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0385'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0385'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0385'HOLES ON THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0385'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0385'AND---CANADA---ON THE WEST SIDE.
 TM0385'
 TM0385'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0385'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0385'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0385'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0385'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0385
 TM0385                          STATION RECOVERY (1975)
 TM0385
 TM0385'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0386 ***********************************************************************
 TM0386  DESIGNATION -  BOUNDARY MON 305 CD US
 TM0386  PID         -  TM0386
 TM0386  STATE/COUNTY-  MT/GLACIER
 TM0386  USGS QUAD   -  BUSHNELL HILL (1968)
 TM0386
 TM0386                         *CURRENT SURVEY CONTROL
 TM0386  ___________________________________________________________________
 TM0386* NAD 83(1992)-  48 59 54.57619(N)    112 53 22.09976(W)     ADJUSTED  
 TM0386* NAVD 88     -      1370.5    (meters)    4496.     (feet)  VERTCON   
 TM0386  ___________________________________________________________________
 TM0386  X           -  -1,631,062.148 (meters)                     COMP
 TM0386  Y           -  -3,863,245.051 (meters)                     COMP
 TM0386  Z           -   4,791,471.431 (meters)                     COMP
 TM0386  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 TM0386  ELLIP HEIGHT-        1355.00  (meters)          (07/28/92) GPS OBS
 TM0386  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 TM0386
 TM0386  HORZ ORDER  -  FIRST
 TM0386  ELLP ORDER  -  FIFTH     CLASS I
 TM0386
 TM0386.The horizontal coordinates were established by GPS observations
 TM0386.and adjusted by the National Geodetic Survey in July 1992..
 TM0386
 TM0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0386
 TM0386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM0386
 TM0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0386
 TM0386.The ellipsoidal height was determined by GPS observations
 TM0386.and is referenced to NAD 83.
 TM0386
 TM0386.The geoid height was determined by GEOID03.
 TM0386
 TM0386;                    North         East     Units Scale Factor Converg.
 TM0386;SPC MT       -   533,065.589   352,056.395   MT  0.99999907   -2 28 45.9
 TM0386;SPC MT       - 1,748,902.85  1,155,040.67   iFT  0.99999907   -2 28 45.9
 TM0386;UTM  12      - 5,429,008.360   361,798.526   MT  0.99983464   -1 25 34.3
 TM0386
 TM0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0386!SPC MT       -   0.99978770  x   0.99999907  =   0.99978677
 TM0386!UTM  12      -   0.99978770  x   0.99983464  =   0.99962237
 TM0386
 TM0386:                Primary Azimuth Mark                     Grid Az
 TM0386:SPC MT       -  GAP                                      237 34 35.9
 TM0386:UTM  12      -  GAP                                      236 31 24.3
 TM0386
 TM0386|---------------------------------------------------------------------|
 TM0386| PID    Reference Object                     Distance      Geod. Az  |
 TM0386|                                                           dddmmss.s |
 TM0386| TM0978 GAP                                 APPROX. 3.1 KM 2350550.0 |
 TM0386|---------------------------------------------------------------------|
 TM0386
 TM0386                          SUPERSEDED SURVEY CONTROL
 TM0386
 TM0386  NAD 83(1986)-  48 59 54.58217(N)    112 53 22.09582(W) AD(       ) 1
 TM0386  NGVD 29 (08/25/89) 1369.4    (m)         4493.     (f) GPS OBS        
 TM0386
 TM0386.Superseded values are not recommended for survey control.
 TM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0386.See file dsdata.txt to determine how the superseded data were derived.
 TM0386
 TM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV6179929008(NAD 83)
 TM0386_MARKER: DU = BOUNDARY MARKER
 TM0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TM0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0386+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 TM0386
 TM0386  HISTORY     - Date     Condition        Report By
 TM0386  HISTORY     - 1909     MONUMENTED       IBC
 TM0386  HISTORY     - 1909     GOOD             IBC
 TM0386  HISTORY     - 1975     GOOD             IBC
 TM0386  HISTORY     - 19880721 SEE DESCRIPTION  NGS
 TM0386
 TM0386                          STATION DESCRIPTION
 TM0386
 TM0386'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0386'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0386'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0386'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0386'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0386'
 TM0386'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0386'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0386'---OCTOBER 20, 1818---.
 TM0386'
 TM0386'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0386'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0386'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0386'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0386'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0386'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0386'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0386'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0386'
 TM0386'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0386'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0386'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0386'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0386'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0386'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0386'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0386'AND---CANADA---ON THE WEST SIDE.
 TM0386'
 TM0386'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0386'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0386'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0386'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0386'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0386
 TM0386                          STATION RECOVERY (1909)
 TM0386
 TM0386'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TM0386'RECOVERED IN GOOD CONDITION.
 TM0386
 TM0386                          STATION RECOVERY (1975)
 TM0386
 TM0386'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0386'RECOVERED IN GOOD CONDITION.
 TM0386
 TM0386                          STATION RECOVERY (1988)
 TM0386
 TM0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TM0386'THE MONUMENT IS LOCATED IS ABOUT 58.3 KM (36.25 MI) NORTHWEST OF CUT
 TM0386'BANK, 51.5 KM (32.00 MI) NORTH OF BROWNING, 45.5 KM (28.25 MI)
 TM0386'NORTHEAST OF BABB, 7.2 KM (4.45 MI) WEST OF THE PORT OF DEL BONITA,
 TM0386'MONTANA - DEL BONITA, ALBERTA BORDER CROSSING, AND 8.0 KM (4.95 MI)
 TM0386'EAST OF THE NORTH FORK OF THE MILK RIVER.
 TM0386'TO REACH THE MONUMENT FROM THE U.S. CUSTOMS HOUSE AT THE PORT OF DEL
 TM0386'BONITA, MONTANA, GO SOUTH ON COUNTY HIGHWAY 213 FOR 1.3 KM (0.80 MI)
 TM0386'TO A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE GRAVEL
 TM0386'ROAD FOR 6.4 KM (4.00 MI) TO A FIELD ENTRANCE ON THE RIGHT AND END OF
 TM0386'TRUCK TRAVEL IF FIELD IS UNDER CULTIVATION.  TURN RIGHT AND GO NORTH
 TM0386'BY TRUCK, IF FIELD IS UNCULTIVATED, OR ATV, IF FIELD IS CULTIVATED,
 TM0386'ACROSS THE FIELD FOR 1.4 KM (0.85 MI) TO AN EAST-WEST FENCE FOR 1.2
 TM0386'KM (0.75 MI) TO THE MONUMENT 0.15 M (0.5 FT) SOUTH OF THE FENCE.
 TM0386'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.5 M
 TM0386'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TM0386'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TM0386'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TM0386'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TM0386'--CANADA-- ON THE NORTH SIDE. THE NUMBER --305-- IS DRILLED NEAR THE
 TM0386'CENTER OF THE UPPER HALF OF THE EAST SIDE OF THE OBELISK.
 TM0386'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 1.5 CM TO THE WEST.
 TM0386'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 1.5 CM EAST OF THE APEX ON
 TM0386'THE NORTH FACE OF THE TOP OF THE OBELISK.  THE AREA AROUND THE PUNCH
 TM0386'MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED
 TM0386'BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE DATE BY THE IBC.  THE
 TM0386'GPS POSITION OF THE PUNCH MARK WILL BE HELD FIXED DURING THE
 TM0386'REPLUMBING.
 TM0386'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0371 ***********************************************************************
 TM0371  DESIGNATION -  BOUNDARY MON 306 CD US
 TM0371  PID         -  TM0371
 TM0371  STATE/COUNTY-  MT/GLACIER
 TM0371  USGS QUAD   -  DEL BONITA (1968)
 TM0371
 TM0371                         *CURRENT SURVEY CONTROL
 TM0371  ___________________________________________________________________
 TM0371* NAD 83(1992)-  48 59 54.65231(N)    112 51 20.06795(W)     ADJUSTED  
 TM0371* NAVD 88     -      1356.     (meters)    4449.     (feet)  SCALED    
 TM0371  ___________________________________________________________________
 TM0371  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 TM0371  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 TM0371
 TM0371  HORZ ORDER  -  THIRD
 TM0371
 TM0371.The horizontal coordinates were established by classical geodetic methods
 TM0371.and adjusted by the National Geodetic Survey in July 1992..
 TM0371
 TM0371.The orthometric height was scaled from a topographic map.
 TM0371
 TM0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0371
 TM0371.The geoid height was determined by GEOID03.
 TM0371
 TM0371;                    North         East     Units Scale Factor Converg.
 TM0371;SPC MT       -   532,961.170   354,534.626   MT  0.99999909   -2 27 16.6
 TM0371;SPC MT       - 1,748,560.27  1,163,171.35   iFT  0.99999909   -2 27 16.6
 TM0371;UTM  12      - 5,428,949.538   364,277.841   MT  0.99982629   -1 24 02.2
 TM0371
 TM0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0371!SPC MT       -   0.99978985  x   0.99999909  =   0.99978894
 TM0371!UTM  12      -   0.99978985  x   0.99982629  =   0.99961618
 TM0371
 TM0371:                Primary Azimuth Mark                     Grid Az
 TM0371:SPC MT       -  BASIN                                    139 23 08.6
 TM0371:UTM  12      -  BASIN                                    138 19 54.2
 TM0371
 TM0371|---------------------------------------------------------------------|
 TM0371| PID    Reference Object                     Distance      Geod. Az  |
 TM0371|                                                           dddmmss.s |
 TM0371| TM0967 BASIN                               APPROX. 3.0 KM 1365552.0 |
 TM0371|---------------------------------------------------------------------|
 TM0371
 TM0371                          SUPERSEDED SURVEY CONTROL
 TM0371
 TM0371  NAD 83(1986)-  48 59 54.65818(N)    112 51 20.06414(W) AD(       ) 3
 TM0371
 TM0371.Superseded values are not recommended for survey control.
 TM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0371.See file dsdata.txt to determine how the superseded data were derived.
 TM0371
 TM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV6427828950(NAD 83)
 TM0371_MARKER: Z = SEE DESCRIPTION
 TM0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0371_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0371+STABILITY: SURFACE MOTION
 TM0371
 TM0371  HISTORY     - Date     Condition        Report By
 TM0371  HISTORY     - 1909     MONUMENTED       IBC
 TM0371  HISTORY     - 1975     GOOD             IBC
 TM0371
 TM0371                          STATION DESCRIPTION
 TM0371
 TM0371'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0371'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0371'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0371'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0371'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0371'
 TM0371'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0371'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0371'---OCTOBER 20, 1818---.
 TM0371'
 TM0371'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0371'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0371'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0371'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0371'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0371'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0371'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0371'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0371'
 TM0371'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0371'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0371'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0371'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0371'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0371'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0371'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0371'AND---CANADA---ON THE WEST SIDE.
 TM0371'
 TM0371'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0371'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0371'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0371'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0371'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0371
 TM0371                          STATION RECOVERY (1975)
 TM0371
 TM0371'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0373 ***********************************************************************
 TM0373  DESIGNATION -  BOUNDARY MON 307 CD US
 TM0373  PID         -  TM0373
 TM0373  STATE/COUNTY-  MT/GLACIER
 TM0373  USGS QUAD   -  DEL BONITA (1968)
 TM0373
 TM0373                         *CURRENT SURVEY CONTROL
 TM0373  ___________________________________________________________________
 TM0373* NAD 83(1992)-  48 59 54.72401(N)    112 49 23.49102(W)     ADJUSTED  
 TM0373* NAVD 88     -      1332.     (meters)    4370.     (feet)  SCALED    
 TM0373  ___________________________________________________________________
 TM0373  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 TM0373  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 TM0373
 TM0373  HORZ ORDER  -  THIRD
 TM0373
 TM0373.The horizontal coordinates were established by classical geodetic methods
 TM0373.and adjusted by the National Geodetic Survey in July 1992..
 TM0373
 TM0373.The orthometric height was scaled from a topographic map.
 TM0373
 TM0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0373
 TM0373.The geoid height was determined by GEOID03.
 TM0373
 TM0373;                    North         East     Units Scale Factor Converg.
 TM0373;SPC MT       -   532,862.389   356,902.120   MT  0.99999910   -2 25 51.3
 TM0373;SPC MT       - 1,748,236.18  1,170,938.71   iFT  0.99999910   -2 25 51.3
 TM0373;UTM  12      - 5,428,894.350   366,646.332   MT  0.99981846   -1 22 34.1
 TM0373
 TM0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0373!SPC MT       -   0.99979362  x   0.99999910  =   0.99979272
 TM0373!UTM  12      -   0.99979362  x   0.99981846  =   0.99961211
 TM0373
 TM0373:                Primary Azimuth Mark                     Grid Az
 TM0373:SPC MT       -  RIDGE                                    246 26 37.8
 TM0373:UTM  12      -  RIDGE                                    245 23 20.6
 TM0373
 TM0373|---------------------------------------------------------------------|
 TM0373| PID    Reference Object                     Distance      Geod. Az  |
 TM0373|                                                           dddmmss.s |
 TM0373| TM0868 RIDGE                               APPROX. 4.6 KM 2440046.5 |
 TM0373|---------------------------------------------------------------------|
 TM0373
 TM0373                          SUPERSEDED SURVEY CONTROL
 TM0373
 TM0373  NAD 83(1986)-  48 59 54.72982(N)    112 49 23.48675(W) AD(       ) 3
 TM0373
 TM0373.Superseded values are not recommended for survey control.
 TM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0373.See file dsdata.txt to determine how the superseded data were derived.
 TM0373
 TM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV6664628894(NAD 83)
 TM0373_MARKER: Z = SEE DESCRIPTION
 TM0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0373_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0373+STABILITY: SURFACE MOTION
 TM0373
 TM0373  HISTORY     - Date     Condition        Report By
 TM0373  HISTORY     - 1909     MONUMENTED       IBC
 TM0373  HISTORY     - 1975     GOOD             IBC
 TM0373
 TM0373                          STATION DESCRIPTION
 TM0373
 TM0373'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0373'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0373'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0373'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0373'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0373'
 TM0373'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0373'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0373'---OCTOBER 20, 1818---.
 TM0373'
 TM0373'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0373'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0373'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0373'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0373'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0373'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0373'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0373'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0373'
 TM0373'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0373'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0373'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0373'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0373'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0373'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0373'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0373'AND---CANADA---ON THE WEST SIDE.
 TM0373'
 TM0373'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0373'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0373'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0373'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0373'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0373
 TM0373                          STATION RECOVERY (1975)
 TM0373
 TM0373'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0984 ***********************************************************************
 TM0984  DESIGNATION -  BOUNDARY MON 308 A
 TM0984  PID         -  TM0984
 TM0984  STATE/COUNTY-  MT/TETON
 TM0984  USGS QUAD   -  DEL BONITA (1968)
 TM0984
 TM0984                         *CURRENT SURVEY CONTROL
 TM0984  ___________________________________________________________________
 TM0984* NAD 83(1992)-  48 59 54.81031(N)    112 47 18.52366(W)     ADJUSTED  
 TM0984* NAVD 88     -      1324.     (meters)    4344.     (feet)  SCALED    
 TM0984  ___________________________________________________________________
 TM0984  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TM0984  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 TM0984
 TM0984  HORZ ORDER  -  THIRD
 TM0984
 TM0984.The horizontal coordinates were established by classical geodetic methods
 TM0984.and adjusted by the National Geodetic Survey in July 1992..
 TM0984
 TM0984.The orthometric height was scaled from a topographic map.
 TM0984
 TM0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0984
 TM0984.The geoid height was determined by GEOID03.
 TM0984
 TM0984;                    North         East     Units Scale Factor Converg.
 TM0984;SPC MT       -   532,757.877   359,440.065   MT  0.99999911   -2 24 19.9
 TM0984;SPC MT       - 1,747,893.30  1,179,265.31   iFT  0.99999911   -2 24 19.9
 TM0984;UTM  12      - 5,428,836.603   369,185.303   MT  0.99981022   -1 20 59.8
 TM0984
 TM0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0984!SPC MT       -   0.99979487  x   0.99999911  =   0.99979398
 TM0984!UTM  12      -   0.99979487  x   0.99981022  =   0.99960513
 TM0984
 TM0984                          SUPERSEDED SURVEY CONTROL
 TM0984
 TM0984  NAD 83(1986)-  48 59 54.81612(N)    112 47 18.52020(W) AD(       ) 3
 TM0984
 TM0984.Superseded values are not recommended for survey control.
 TM0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0984.See file dsdata.txt to determine how the superseded data were derived.
 TM0984
 TM0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV6918528837(NAD 83)
 TM0984_MARKER: U = CONCRETE POST
 TM0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0984+STABILITY: SURFACE MOTION
 TM0984
 TM0984  HISTORY     - Date     Condition        Report By
 TM0984  HISTORY     - 1945     MONUMENTED       IBC
 TM0984  HISTORY     - 1965     GOOD             IBC
 TM0984  HISTORY     - 1971     GOOD             IBC
 TM0984  HISTORY     - 1975     GOOD             IBC
 TM0984
 TM0984                          STATION DESCRIPTION
 TM0984
 TM0984'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TM0984'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TM0984'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TM0984'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TM0984'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TM0984'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TM0984'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TM0984'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TM0984'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TM0984'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TM0984'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TM0984'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TM0984'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TM0984'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TM0984'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TM0984'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TM0984'CONCRETE.
 TM0984'
 TM0984'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TM0984'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TM0984'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TM0984'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TM0984'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TM0984'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TM0984'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TM0984'308 AND 309, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE
 TM0984'BOUNDARY CROSSING OF THE HIGHWAY AT DEL BONITA, MONTANA - ALBERTA.
 TM0984
 TM0984                          STATION RECOVERY (1965)
 TM0984
 TM0984'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TM0984'RECOVERED IN GOOD CONDITION.
 TM0984
 TM0984                          STATION RECOVERY (1971)
 TM0984
 TM0984'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TM0984'RECOVERED IN GOOD CONDITION.
 TM0984
 TM0984                          STATION RECOVERY (1975)
 TM0984
 TM0984'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0985 ***********************************************************************
 TM0985  DESIGNATION -  BOUNDARY MON 308 B
 TM0985  PID         -  TM0985
 TM0985  STATE/COUNTY-  MT/TETON
 TM0985  USGS QUAD   -  DEL BONITA (1968)
 TM0985
 TM0985                         *CURRENT SURVEY CONTROL
 TM0985  ___________________________________________________________________
 TM0985* NAD 83(1992)-  48 59 54.81097(N)    112 47 17.69485(W)     ADJUSTED  
 TM0985* NAVD 88     -      1324.     (meters)    4344.     (feet)  SCALED    
 TM0985  ___________________________________________________________________
 TM0985  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 TM0985  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 TM0985
 TM0985  HORZ ORDER  -  THIRD
 TM0985
 TM0985.The horizontal coordinates were established by classical geodetic methods
 TM0985.and adjusted by the National Geodetic Survey in July 1992..
 TM0985
 TM0985.The orthometric height was scaled from a topographic map.
 TM0985
 TM0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0985
 TM0985.The geoid height was determined by GEOID03.
 TM0985
 TM0985;                    North         East     Units Scale Factor Converg.
 TM0985;SPC MT       -   532,757.190   359,456.898   MT  0.99999911   -2 24 19.3
 TM0985;SPC MT       - 1,747,891.04  1,179,320.53   iFT  0.99999911   -2 24 19.3
 TM0985;UTM  12      - 5,428,836.227   369,202.142   MT  0.99981017   -1 20 59.2
 TM0985
 TM0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0985!SPC MT       -   0.99979487  x   0.99999911  =   0.99979398
 TM0985!UTM  12      -   0.99979487  x   0.99981017  =   0.99960508
 TM0985
 TM0985                          SUPERSEDED SURVEY CONTROL
 TM0985
 TM0985  NAD 83(1986)-  48 59 54.81678(N)    112 47 17.69139(W) AD(       ) 3
 TM0985
 TM0985.Superseded values are not recommended for survey control.
 TM0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0985.See file dsdata.txt to determine how the superseded data were derived.
 TM0985
 TM0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV6920228836(NAD 83)
 TM0985_MARKER: U = CONCRETE POST
 TM0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0985+STABILITY: SURFACE MOTION
 TM0985
 TM0985  HISTORY     - Date     Condition        Report By
 TM0985  HISTORY     - 1945     MONUMENTED       IBC
 TM0985  HISTORY     - 1965     GOOD             IBC
 TM0985  HISTORY     - 1971     GOOD             IBC
 TM0985  HISTORY     - 1975     GOOD             IBC
 TM0985
 TM0985                          STATION DESCRIPTION
 TM0985
 TM0985'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TM0985'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TM0985'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TM0985'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TM0985'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TM0985'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TM0985'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TM0985'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TM0985'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TM0985'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TM0985'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TM0985'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TM0985'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TM0985'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TM0985'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TM0985'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TM0985'CONCRETE.
 TM0985'
 TM0985'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TM0985'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TM0985'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TM0985'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TM0985'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TM0985'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TM0985'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TM0985'308 AND 309, ON THE EAST SIDE OF THE PUBLIC ROAD, TO MARK THE
 TM0985'BOUNDARY CROSSING OF THE HIGHWAY AT DEL BONITA, MONTANA - ALBERTA.
 TM0985
 TM0985                          STATION RECOVERY (1965)
 TM0985
 TM0985'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TM0985'RECOVERED IN GOOD CONDITION.
 TM0985
 TM0985                          STATION RECOVERY (1971)
 TM0985
 TM0985'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TM0985'RECOVERED IN GOOD CONDITION.
 TM0985
 TM0985                          STATION RECOVERY (1975)
 TM0985
 TM0985'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0374 ***********************************************************************
 TM0374  DESIGNATION -  BOUNDARY MON 308 CD US
 TM0374  PID         -  TM0374
 TM0374  STATE/COUNTY-  MT/GLACIER
 TM0374  USGS QUAD   -  DEL BONITA (1968)
 TM0374
 TM0374                         *CURRENT SURVEY CONTROL
 TM0374  ___________________________________________________________________
 TM0374* NAD 83(1992)-  48 59 54.80116(N)    112 47 29.29724(W)     ADJUSTED  
 TM0374* NAVD 88     -      1323.     (meters)    4341.     (feet)  SCALED    
 TM0374  ___________________________________________________________________
 TM0374  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 TM0374  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 TM0374
 TM0374  HORZ ORDER  -  THIRD
 TM0374
 TM0374.The horizontal coordinates were established by classical geodetic methods
 TM0374.and adjusted by the National Geodetic Survey in July 1992..
 TM0374
 TM0374.The orthometric height was scaled from a topographic map.
 TM0374
 TM0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0374
 TM0374.The geoid height was determined by GEOID03.
 TM0374
 TM0374;                    North         East     Units Scale Factor Converg.
 TM0374;SPC MT       -   532,766.790   359,221.262   MT  0.99999911   -2 24 27.8
 TM0374;SPC MT       - 1,747,922.54  1,178,547.45   iFT  0.99999911   -2 24 27.8
 TM0374;UTM  12      - 5,428,841.483   368,966.414   MT  0.99981093   -1 21 07.9
 TM0374
 TM0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0374!SPC MT       -   0.99979503  x   0.99999911  =   0.99979414
 TM0374!UTM  12      -   0.99979503  x   0.99981093  =   0.99960600
 TM0374
 TM0374|---------------------------------------------------------------------|
 TM0374| PID    Reference Object                     Distance      Geod. Az  |
 TM0374|                                                           dddmmss.s |
 TM0374| TM0984 BOUNDARY MON 308 A                  218.985 METERS 08955     |
 TM0374| TM0373 BOUNDARY MON 307 CD US              APPROX. 2.3 KM 2695711.3 |
 TM0374|---------------------------------------------------------------------|
 TM0374
 TM0374                          SUPERSEDED SURVEY CONTROL
 TM0374
 TM0374  NAD 83(1986)-  48 59 54.80696(N)    112 47 29.29380(W) AD(       ) 3
 TM0374
 TM0374.Superseded values are not recommended for survey control.
 TM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0374.See file dsdata.txt to determine how the superseded data were derived.
 TM0374
 TM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV6896628841(NAD 83)
 TM0374_MARKER: Z = SEE DESCRIPTION
 TM0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0374+STABILITY: SURFACE MOTION
 TM0374
 TM0374  HISTORY     - Date     Condition        Report By
 TM0374  HISTORY     - 1909     MONUMENTED       IBC
 TM0374  HISTORY     - 1944     GOOD             IBC
 TM0374  HISTORY     - 1945     GOOD             IBC
 TM0374  HISTORY     - 1965     GOOD             IBC
 TM0374  HISTORY     - 1975     GOOD             IBC
 TM0374
 TM0374                          STATION DESCRIPTION
 TM0374
 TM0374'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0374'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0374'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0374'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0374'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0374'
 TM0374'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0374'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0374'---OCTOBER 20, 1818---.
 TM0374'
 TM0374'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0374'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0374'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0374'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0374'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0374'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0374'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0374'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0374'
 TM0374'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0374'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0374'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0374'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0374'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0374'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0374'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0374'AND---CANADA---ON THE WEST SIDE.
 TM0374'
 TM0374'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0374'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0374'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0374'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0374'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0374
 TM0374                          STATION RECOVERY (1944)
 TM0374
 TM0374'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1944
 TM0374'RECOVERED IN GOOD CONDITION.
 TM0374
 TM0374                          STATION RECOVERY (1945)
 TM0374
 TM0374'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TM0374'RECOVERED IN GOOD CONDITION.
 TM0374
 TM0374                          STATION RECOVERY (1965)
 TM0374
 TM0374'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TM0374'RECOVERED IN GOOD CONDITION.
 TM0374
 TM0374                          STATION RECOVERY (1975)
 TM0374
 TM0374'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0375 ***********************************************************************
 TM0375  DESIGNATION -  BOUNDARY MON 309 CD US
 TM0375  PID         -  TM0375
 TM0375  STATE/COUNTY-  MT/GLACIER
 TM0375  USGS QUAD   -  DEL BONITA (1968)
 TM0375
 TM0375                         *CURRENT SURVEY CONTROL
 TM0375  ___________________________________________________________________
 TM0375* NAD 83(1992)-  48 59 54.87655(N)    112 45 36.73555(W)     ADJUSTED  
 TM0375* NAVD 88     -      1326.     (meters)    4350.     (feet)  SCALED    
 TM0375  ___________________________________________________________________
 TM0375  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 TM0375  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 TM0375
 TM0375  HORZ ORDER  -  THIRD
 TM0375
 TM0375.The horizontal coordinates were established by classical geodetic methods
 TM0375.and adjusted by the National Geodetic Survey in July 1992..
 TM0375
 TM0375.The orthometric height was scaled from a topographic map.
 TM0375
 TM0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0375
 TM0375.The geoid height was determined by GEOID03.
 TM0375
 TM0375;                    North         East     Units Scale Factor Converg.
 TM0375;SPC MT       -   532,673.456   361,507.295   MT  0.99999912   -2 23 05.5
 TM0375;SPC MT       - 1,747,616.33  1,186,047.56   iFT  0.99999912   -2 23 05.5
 TM0375;UTM  12      - 5,428,790.301   371,253.339   MT  0.99980363   -1 19 42.9
 TM0375
 TM0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0375!SPC MT       -   0.99979456  x   0.99999912  =   0.99979368
 TM0375!UTM  12      -   0.99979456  x   0.99980363  =   0.99959823
 TM0375
 TM0375:                Primary Azimuth Mark                     Grid Az
 TM0375:SPC MT       -  BENCH                                    049 17 41.4
 TM0375:UTM  12      -  BENCH                                    048 14 18.8
 TM0375
 TM0375|---------------------------------------------------------------------|
 TM0375| PID    Reference Object                     Distance      Geod. Az  |
 TM0375|                                                           dddmmss.s |
 TM0375| TM0951 BENCH                               APPROX. 0.8 KM 0465435.9 |
 TM0375|---------------------------------------------------------------------|
 TM0375
 TM0375                          SUPERSEDED SURVEY CONTROL
 TM0375
 TM0375  NAD 83(1986)-  48 59 54.88226(N)    112 45 36.73173(W) AD(       ) 3
 TM0375
 TM0375.Superseded values are not recommended for survey control.
 TM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0375.See file dsdata.txt to determine how the superseded data were derived.
 TM0375
 TM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV7125328790(NAD 83)
 TM0375_MARKER: Z = SEE DESCRIPTION
 TM0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0375_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0375+STABILITY: SURFACE MOTION
 TM0375
 TM0375  HISTORY     - Date     Condition        Report By
 TM0375  HISTORY     - 1909     MONUMENTED       IBC
 TM0375  HISTORY     - 1945     GOOD             IBC
 TM0375  HISTORY     - 1965     GOOD             IBC
 TM0375  HISTORY     - 1975     GOOD             IBC
 TM0375
 TM0375                          STATION DESCRIPTION
 TM0375
 TM0375'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0375'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0375'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0375'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0375'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0375'
 TM0375'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0375'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0375'---OCTOBER 20, 1818---.
 TM0375'
 TM0375'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0375'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0375'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0375'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0375'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0375'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0375'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0375'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0375'
 TM0375'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0375'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0375'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0375'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0375'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0375'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0375'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0375'AND---CANADA---ON THE WEST SIDE.
 TM0375'
 TM0375'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0375'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0375'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0375'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0375'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0375
 TM0375                          STATION RECOVERY (1945)
 TM0375
 TM0375'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TM0375'RECOVERED IN GOOD CONDITION.
 TM0375
 TM0375                          STATION RECOVERY (1965)
 TM0375
 TM0375'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TM0375'RECOVERED IN GOOD CONDITION.
 TM0375
 TM0375                          STATION RECOVERY (1975)
 TM0375
 TM0375'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0344 ***********************************************************************
 TM0344  DESIGNATION -  BOUNDARY MON 310 CD US
 TM0344  PID         -  TM0344
 TM0344  STATE/COUNTY-  MT/GLACIER
 TM0344  USGS QUAD   -  LANDSLIDE BUTTE (1968)
 TM0344
 TM0344                         *CURRENT SURVEY CONTROL
 TM0344  ___________________________________________________________________
 TM0344* NAD 83(1992)-  48 59 55.02178(N)    112 43 31.06808(W)     ADJUSTED  
 TM0344* NAVD 88     -      1257.     (meters)    4124.     (feet)  SCALED    
 TM0344  ___________________________________________________________________
 TM0344  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 TM0344  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 TM0344
 TM0344  HORZ ORDER  -  THIRD
 TM0344
 TM0344.The horizontal coordinates were established by classical geodetic methods
 TM0344.and adjusted by the National Geodetic Survey in July 1992..
 TM0344
 TM0344.The orthometric height was scaled from a topographic map.
 TM0344
 TM0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0344
 TM0344.The geoid height was determined by GEOID03.
 TM0344
 TM0344;                    North         East     Units Scale Factor Converg.
 TM0344;SPC MT       -   532,572.218   364,059.615   MT  0.99999915   -2 21 33.5
 TM0344;SPC MT       - 1,747,284.18  1,194,421.31   iFT  0.99999915   -2 21 33.5
 TM0344;UTM  12      - 5,428,736.159   373,806.583   MT  0.99979563   -1 18 08.1
 TM0344
 TM0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0344!SPC MT       -   0.99980537  x   0.99999915  =   0.99980452
 TM0344!UTM  12      -   0.99980537  x   0.99979563  =   0.99960104
 TM0344
 TM0344:                Primary Azimuth Mark                     Grid Az
 TM0344:SPC MT       -  TABLE                                    061 58 15.5
 TM0344:UTM  12      -  TABLE                                    060 54 50.1
 TM0344
 TM0344|---------------------------------------------------------------------|
 TM0344| PID    Reference Object                     Distance      Geod. Az  |
 TM0344|                                                           dddmmss.s |
 TM0344| TM1000 TABLE                               APPROX. 3.8 KM 0593642.0 |
 TM0344|---------------------------------------------------------------------|
 TM0344
 TM0344                          SUPERSEDED SURVEY CONTROL
 TM0344
 TM0344  NAD 83(1986)-  48 59 55.02710(N)    112 43 31.06137(W) AD(       ) 3
 TM0344
 TM0344.Superseded values are not recommended for survey control.
 TM0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0344.See file dsdata.txt to determine how the superseded data were derived.
 TM0344
 TM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV7380728736(NAD 83)
 TM0344_MARKER: Z = SEE DESCRIPTION
 TM0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0344+STABILITY: SURFACE MOTION
 TM0344
 TM0344  HISTORY     - Date     Condition        Report By
 TM0344  HISTORY     - 1909     MONUMENTED       IBC
 TM0344  HISTORY     - 1975     GOOD             IBC
 TM0344
 TM0344                          STATION DESCRIPTION
 TM0344
 TM0344'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0344'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0344'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0344'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0344'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0344'
 TM0344'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0344'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0344'---OCTOBER 20, 1818---.
 TM0344'
 TM0344'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0344'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0344'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0344'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0344'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0344'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0344'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0344'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0344'
 TM0344'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0344'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0344'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0344'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0344'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0344'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0344'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0344'AND---CANADA---ON THE WEST SIDE.
 TM0344'
 TM0344'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0344'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0344'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0344'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0344'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0344
 TM0344                          STATION RECOVERY (1975)
 TM0344
 TM0344'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0346 ***********************************************************************
 TM0346  DESIGNATION -  BOUNDARY MON 311 CD US
 TM0346  PID         -  TM0346
 TM0346  STATE/COUNTY-  MT/GLACIER
 TM0346  USGS QUAD   -  LANDSLIDE BUTTE (1968)
 TM0346
 TM0346                         *CURRENT SURVEY CONTROL
 TM0346  ___________________________________________________________________
 TM0346* NAD 83(1992)-  48 59 55.15114(N)    112 41 39.51866(W)     ADJUSTED  
 TM0346* NAVD 88     -      1237.     (meters)    4058.     (feet)  SCALED    
 TM0346  ___________________________________________________________________
 TM0346  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 TM0346  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 TM0346
 TM0346  HORZ ORDER  -  THIRD
 TM0346
 TM0346.The horizontal coordinates were established by classical geodetic methods
 TM0346.and adjusted by the National Geodetic Survey in July 1992..
 TM0346
 TM0346.The orthometric height was scaled from a topographic map.
 TM0346
 TM0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0346
 TM0346.The geoid height was determined by GEOID03.
 TM0346
 TM0346;                    North         East     Units Scale Factor Converg.
 TM0346;SPC MT       -   532,483.320   366,325.233   MT  0.99999917   -2 20 11.9
 TM0346;SPC MT       - 1,746,992.52  1,201,854.44   iFT  0.99999917   -2 20 11.9
 TM0346;UTM  12      - 5,428,689.098   376,072.986   MT  0.99978867   -1 16 43.9
 TM0346
 TM0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0346!SPC MT       -   0.99980851  x   0.99999917  =   0.99980768
 TM0346!UTM  12      -   0.99980851  x   0.99978867  =   0.99959722
 TM0346
 TM0346:                Primary Azimuth Mark                     Grid Az
 TM0346:SPC MT       -  BEND                                     141 26 54.8
 TM0346:UTM  12      -  BEND                                     140 23 26.8
 TM0346
 TM0346|---------------------------------------------------------------------|
 TM0346| PID    Reference Object                     Distance      Geod. Az  |
 TM0346|                                                           dddmmss.s |
 TM0346| TM0968 BEND                                APPROX. 4.5 KM 1390642.9 |
 TM0346|---------------------------------------------------------------------|
 TM0346
 TM0346                          SUPERSEDED SURVEY CONTROL
 TM0346
 TM0346  NAD 83(1986)-  48 59 55.15536(N)    112 41 39.51648(W) AD(       ) 3
 TM0346
 TM0346.Superseded values are not recommended for survey control.
 TM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0346.See file dsdata.txt to determine how the superseded data were derived.
 TM0346
 TM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV7607328689(NAD 83)
 TM0346_MARKER: Z = SEE DESCRIPTION
 TM0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0346+STABILITY: SURFACE MOTION
 TM0346
 TM0346  HISTORY     - Date     Condition        Report By
 TM0346  HISTORY     - 1909     MONUMENTED       IBC
 TM0346  HISTORY     - 1975     GOOD             IBC
 TM0346
 TM0346                          STATION DESCRIPTION
 TM0346
 TM0346'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0346'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0346'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0346'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0346'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0346'
 TM0346'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0346'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0346'---OCTOBER 20, 1818---.
 TM0346'
 TM0346'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0346'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0346'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0346'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0346'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0346'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0346'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0346'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0346'
 TM0346'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0346'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0346'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0346'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0346'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0346'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0346'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0346'AND---CANADA---ON THE WEST SIDE.
 TM0346'
 TM0346'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0346'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0346'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0346'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0346'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0346
 TM0346                          STATION RECOVERY (1975)
 TM0346
 TM0346'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0347 ***********************************************************************
 TM0347  DESIGNATION -  BOUNDARY MON 312 CD US
 TM0347  PID         -  TM0347
 TM0347  STATE/COUNTY-  MT/GLACIER
 TM0347  USGS QUAD   -  LANDSLIDE BUTTE (1968)
 TM0347
 TM0347                         *CURRENT SURVEY CONTROL
 TM0347  ___________________________________________________________________
 TM0347* NAD 83(1992)-  48 59 55.22970(N)    112 39 28.30481(W)     ADJUSTED  
 TM0347* NAVD 88     -      1222.     (meters)    4009.     (feet)  SCALED    
 TM0347  ___________________________________________________________________
 TM0347  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 TM0347  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 TM0347
 TM0347  HORZ ORDER  -  THIRD
 TM0347
 TM0347.The horizontal coordinates were established by classical geodetic methods
 TM0347.and adjusted by the National Geodetic Survey in July 1992..
 TM0347
 TM0347.The orthometric height was scaled from a topographic map.
 TM0347
 TM0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0347
 TM0347.The geoid height was determined by GEOID03.
 TM0347
 TM0347;                    North         East     Units Scale Factor Converg.
 TM0347;SPC MT       -   532,377.626   368,990.195   MT  0.99999918   -2 18 36.0
 TM0347;SPC MT       - 1,746,645.75  1,210,597.75   iFT  0.99999918   -2 18 36.0
 TM0347;UTM  12      - 5,428,632.652   378,738.874   MT  0.99978064   -1 15 04.8
 TM0347
 TM0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0347!SPC MT       -   0.99981086  x   0.99999918  =   0.99981004
 TM0347!UTM  12      -   0.99981086  x   0.99978064  =   0.99959155
 TM0347
 TM0347:                Primary Azimuth Mark                     Grid Az
 TM0347:SPC MT       -  BOUNDARY MON 313 CD US                   092 14 39.0
 TM0347:UTM  12      -  BOUNDARY MON 313 CD US                   091 11 07.8
 TM0347
 TM0347|---------------------------------------------------------------------|
 TM0347| PID    Reference Object                     Distance      Geod. Az  |
 TM0347|                                                           dddmmss.s |
 TM0347| TM0330 BOUNDARY MON 313 CD US              APPROX. 2.4 KM 0895603.0 |
 TM0347|---------------------------------------------------------------------|
 TM0347
 TM0347                          SUPERSEDED SURVEY CONTROL
 TM0347
 TM0347  NAD 83(1986)-  48 59 55.23244(N)    112 39 28.30707(W) AD(       ) 3
 TM0347
 TM0347.Superseded values are not recommended for survey control.
 TM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0347.See file dsdata.txt to determine how the superseded data were derived.
 TM0347
 TM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV7873928633(NAD 83)
 TM0347_MARKER: Z = SEE DESCRIPTION
 TM0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0347+STABILITY: SURFACE MOTION
 TM0347
 TM0347  HISTORY     - Date     Condition        Report By
 TM0347  HISTORY     - 1909     MONUMENTED       IBC
 TM0347  HISTORY     - 1975     GOOD             IBC
 TM0347
 TM0347                          STATION DESCRIPTION
 TM0347
 TM0347'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0347'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0347'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0347'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0347'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0347'
 TM0347'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0347'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0347'---OCTOBER 20, 1818---.
 TM0347'
 TM0347'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0347'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0347'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0347'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0347'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0347'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0347'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0347'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0347'
 TM0347'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0347'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0347'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0347'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0347'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0347'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0347'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0347'AND---CANADA---ON THE WEST SIDE.
 TM0347'
 TM0347'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0347'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0347'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0347'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0347'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0347
 TM0347                          STATION RECOVERY (1975)
 TM0347
 TM0347'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0330 ***********************************************************************
 TM0330  DESIGNATION -  BOUNDARY MON 313 CD US
 TM0330  PID         -  TM0330
 TM0330  STATE/COUNTY-  MT/GLACIER
 TM0330  USGS QUAD   -  LOVE ROCK (1968)
 TM0330
 TM0330                         *CURRENT SURVEY CONTROL
 TM0330  ___________________________________________________________________
 TM0330* NAD 83(1992)-  48 59 55.30296(N)    112 37 28.58464(W)     ADJUSTED  
 TM0330* NAVD 88     -      1236.     (meters)    4055.     (feet)  SCALED    
 TM0330  ___________________________________________________________________
 TM0330  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 TM0330  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 TM0330
 TM0330  HORZ ORDER  -  THIRD
 TM0330
 TM0330.The horizontal coordinates were established by classical geodetic methods
 TM0330.and adjusted by the National Geodetic Survey in July 1992..
 TM0330
 TM0330.The orthometric height was scaled from a topographic map.
 TM0330
 TM0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0330
 TM0330.The geoid height was determined by GEOID03.
 TM0330
 TM0330;                    North         East     Units Scale Factor Converg.
 TM0330;SPC MT       -   532,282.322   371,421.763   MT  0.99999920   -2 17 08.4
 TM0330;SPC MT       - 1,746,333.08  1,218,575.34   iFT  0.99999920   -2 17 08.4
 TM0330;UTM  12      - 5,428,582.318   381,171.248   MT  0.99977346   -1 13 34.4
 TM0330
 TM0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0330!SPC MT       -   0.99980867  x   0.99999920  =   0.99980787
 TM0330!UTM  12      -   0.99980867  x   0.99977346  =   0.99958218
 TM0330
 TM0330:                Primary Azimuth Mark                     Grid Az
 TM0330:SPC MT       -  BEND                                     214 20 03.2
 TM0330:UTM  12      -  BEND                                     213 16 29.2
 TM0330
 TM0330|---------------------------------------------------------------------|
 TM0330| PID    Reference Object                     Distance      Geod. Az  |
 TM0330|                                                           dddmmss.s |
 TM0330| TM0968 BEND                                APPROX. 4.0 KM 2120254.8 |
 TM0330|---------------------------------------------------------------------|
 TM0330
 TM0330                          SUPERSEDED SURVEY CONTROL
 TM0330
 TM0330  NAD 83(1986)-  48 59 55.30629(N)    112 37 28.58780(W) AD(       ) 3
 TM0330
 TM0330.Superseded values are not recommended for survey control.
 TM0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0330.See file dsdata.txt to determine how the superseded data were derived.
 TM0330
 TM0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV8117128582(NAD 83)
 TM0330_MARKER: Z = SEE DESCRIPTION
 TM0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0330+STABILITY: SURFACE MOTION
 TM0330
 TM0330  HISTORY     - Date     Condition        Report By
 TM0330  HISTORY     - 1909     MONUMENTED       IBC
 TM0330  HISTORY     - 1975     GOOD             IBC
 TM0330
 TM0330                          STATION DESCRIPTION
 TM0330
 TM0330'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0330'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0330'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0330'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0330'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0330'
 TM0330'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0330'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0330'---OCTOBER 20, 1818---.
 TM0330'
 TM0330'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0330'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0330'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0330'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0330'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0330'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0330'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0330'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0330'
 TM0330'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0330'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0330'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0330'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0330'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0330'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0330'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0330'AND---CANADA---ON THE WEST SIDE.
 TM0330'
 TM0330'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0330'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0330'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0330'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0330'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0330
 TM0330                          STATION RECOVERY (1975)
 TM0330
 TM0330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0331 ***********************************************************************
 TM0331  DESIGNATION -  BOUNDARY MON 314 CD US
 TM0331  PID         -  TM0331
 TM0331  STATE/COUNTY-  MT/GLACIER
 TM0331  USGS QUAD   -  LOVE ROCK (1968)
 TM0331
 TM0331                         *CURRENT SURVEY CONTROL
 TM0331  ___________________________________________________________________
 TM0331* NAD 83(1992)-  48 59 55.35807(N)    112 35 38.55267(W)     ADJUSTED  
 TM0331* NAVD 88     -      1215.     (meters)    3986.     (feet)  SCALED    
 TM0331  ___________________________________________________________________
 TM0331  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 TM0331  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 TM0331
 TM0331  HORZ ORDER  -  THIRD
 TM0331
 TM0331.The horizontal coordinates were established by classical geodetic methods
 TM0331.and adjusted by the National Geodetic Survey in July 1992..
 TM0331
 TM0331.The orthometric height was scaled from a topographic map.
 TM0331
 TM0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0331
 TM0331.The geoid height was determined by GEOID03.
 TM0331
 TM0331;                    North         East     Units Scale Factor Converg.
 TM0331;SPC MT       -   532,195.263   373,656.580   MT  0.99999921   -2 15 47.9
 TM0331;SPC MT       - 1,746,047.45  1,225,907.41   iFT  0.99999921   -2 15 47.9
 TM0331;UTM  12      - 5,428,536.619   383,406.780   MT  0.99976700   -1 12 11.3
 TM0331
 TM0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0331!SPC MT       -   0.99981197  x   0.99999921  =   0.99981118
 TM0331!UTM  12      -   0.99981197  x   0.99976700  =   0.99957901
 TM0331
 TM0331:                Primary Azimuth Mark                     Grid Az
 TM0331:SPC MT       -  BOUNDARY MON 315 CD US                   092 12 38.9
 TM0331:UTM  12      -  BOUNDARY MON 315 CD US                   091 09 02.3
 TM0331
 TM0331|---------------------------------------------------------------------|
 TM0331| PID    Reference Object                     Distance      Geod. Az  |
 TM0331|                                                           dddmmss.s |
 TM0331| TM0333 BOUNDARY MON 315 CD US              APPROX. 2.2 KM 0895651.0 |
 TM0331|---------------------------------------------------------------------|
 TM0331
 TM0331                          SUPERSEDED SURVEY CONTROL
 TM0331
 TM0331  NAD 83(1986)-  48 59 55.36216(N)    112 35 38.55872(W) AD(       ) 3
 TM0331
 TM0331.Superseded values are not recommended for survey control.
 TM0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0331.See file dsdata.txt to determine how the superseded data were derived.
 TM0331
 TM0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV8340728537(NAD 83)
 TM0331_MARKER: Z = SEE DESCRIPTION
 TM0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0331+STABILITY: SURFACE MOTION
 TM0331
 TM0331  HISTORY     - Date     Condition        Report By
 TM0331  HISTORY     - 1909     MONUMENTED       IBC
 TM0331  HISTORY     - 1975     GOOD             IBC
 TM0331
 TM0331                          STATION DESCRIPTION
 TM0331
 TM0331'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0331'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0331'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0331'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0331'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0331'
 TM0331'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0331'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0331'---OCTOBER 20, 1818---.
 TM0331'
 TM0331'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0331'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0331'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0331'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0331'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0331'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0331'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0331'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0331'
 TM0331'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0331'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0331'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0331'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0331'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0331'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0331'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0331'AND---CANADA---ON THE WEST SIDE.
 TM0331'
 TM0331'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0331'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0331'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0331'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0331'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0331
 TM0331                          STATION RECOVERY (1975)
 TM0331
 TM0331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0333 ***********************************************************************
 TM0333  DESIGNATION -  BOUNDARY MON 315 CD US
 TM0333  PID         -  TM0333
 TM0333  STATE/COUNTY-  MT/GLACIER
 TM0333  USGS QUAD   -  LOVE ROCK (1968)
 TM0333
 TM0333                         *CURRENT SURVEY CONTROL
 TM0333  ___________________________________________________________________
 TM0333* NAD 83(1992)-  48 59 55.40871(N)    112 33 51.83988(W)     ADJUSTED  
 TM0333* NAVD 88     -      1198.8    (meters)    3933.     (feet)  VERTCON   
 TM0333  ___________________________________________________________________
 TM0333  X           -  -1,609,066.930 (meters)                     COMP
 TM0333  Y           -  -3,872,314.881 (meters)                     COMP
 TM0333  Z           -   4,791,358.787 (meters)                     COMP
 TM0333  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 TM0333  ELLIP HEIGHT-        1183.38  (meters)          (07/28/92) GPS OBS
 TM0333  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 TM0333
 TM0333  HORZ ORDER  -  FIRST
 TM0333  ELLP ORDER  -  FIFTH     CLASS I
 TM0333
 TM0333.The horizontal coordinates were established by GPS observations
 TM0333.and adjusted by the National Geodetic Survey in July 1992..
 TM0333
 TM0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0333
 TM0333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM0333
 TM0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0333
 TM0333.The ellipsoidal height was determined by GPS observations
 TM0333.and is referenced to NAD 83.
 TM0333
 TM0333.The geoid height was determined by GEOID03.
 TM0333
 TM0333;                    North         East     Units Scale Factor Converg.
 TM0333;SPC MT       -   532,111.577   375,824.010   MT  0.99999922   -2 14 29.8
 TM0333;SPC MT       - 1,745,772.89  1,233,018.41   iFT  0.99999922   -2 14 29.8
 TM0333;UTM  12      - 5,428,493.072   385,574.877   MT  0.99976085   -1 10 50.8
 TM0333
 TM0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0333!SPC MT       -   0.99981458  x   0.99999922  =   0.99981380
 TM0333!UTM  12      -   0.99981458  x   0.99976085  =   0.99957548
 TM0333
 TM0333:                Primary Azimuth Mark                     Grid Az
 TM0333:SPC MT       -  BOUNDARY MON 317 CD US                   092 11 52.2
 TM0333:UTM  12      -  BOUNDARY MON 317 CD US                   091 08 13.2
 TM0333
 TM0333|---------------------------------------------------------------------|
 TM0333| PID    Reference Object                     Distance      Geod. Az  |
 TM0333|                                                           dddmmss.s |
 TM0333| TM0193 BOUNDARY MON 317 CD US              APPROX. 5.1 KM 0895722.4 |
 TM0333|---------------------------------------------------------------------|
 TM0333
 TM0333                          SUPERSEDED SURVEY CONTROL
 TM0333
 TM0333  NAD 83(1986)-  48 59 55.41335(N)    112 33 51.83805(W) AD(       ) 1
 TM0333  NGVD 29 (08/25/89) 1197.7    (m)         3929.     (f) GPS OBS        
 TM0333
 TM0333.Superseded values are not recommended for survey control.
 TM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0333.See file dsdata.txt to determine how the superseded data were derived.
 TM0333
 TM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV8557528493(NAD 83)
 TM0333_MARKER: DU = BOUNDARY MARKER
 TM0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0333_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TM0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0333+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 TM0333
 TM0333  HISTORY     - Date     Condition        Report By
 TM0333  HISTORY     - 1909     MONUMENTED       IBC
 TM0333  HISTORY     - 1909     GOOD             IBC
 TM0333  HISTORY     - 1975     GOOD             IBC
 TM0333  HISTORY     - 19880721 SEE DESCRIPTION  NGS
 TM0333
 TM0333                          STATION DESCRIPTION
 TM0333
 TM0333'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0333'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0333'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0333'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0333'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0333'
 TM0333'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0333'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0333'---OCTOBER 20, 1818---.
 TM0333'
 TM0333'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0333'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0333'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0333'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0333'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0333'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0333'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0333'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0333'
 TM0333'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0333'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0333'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0333'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0333'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0333'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0333'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0333'AND---CANADA---ON THE WEST SIDE.
 TM0333'
 TM0333'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0333'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0333'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0333'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0333'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0333
 TM0333                          STATION RECOVERY (1909)
 TM0333
 TM0333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TM0333'RECOVERED IN GOOD CONDITION.
 TM0333
 TM0333                          STATION RECOVERY (1975)
 TM0333
 TM0333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0333'RECOVERED IN GOOD CONDITION.
 TM0333
 TM0333                          STATION RECOVERY (1988)
 TM0333
 TM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TM0333'THE MONUMENT IS LOCATED ABOUT 45.5 KM (28.25 MI) NORTHWEST OF CUT
 TM0333'BANK, 44.2 KM (27.45 MI) WEST OF SWEETGRASS, 16.0 KM (9.95 MI) EAST
 TM0333'OF THEPORT OF DEL BONITA, MONTANA - DEL BONITA, ALBERTA BORDER
 TM0333'CROSSING, AND 0.8 KM (0.50 MI) WEST OF MILK RIVER.  CONTACT THE
 TM0333'ALFRED JONES CATTLE COMPANY HEADQUARTERS FOR PERMISSION TO GAIN
 TM0333'ACCESS TO THE MONUMENT.
 TM0333'TO REACH THE MONUMENT FROM THE INTERSECTION OF PROVINCIAL HIGHWAY 62
 TM0333'AND SECONDARY ROAD 501 IN DEL BONITA, ALBERTA, GO EAST ON SECONDARY
 TM0333'ROAD 501 FOR 12.9 KM (8.00 MI) TO A SIDE ROAD RIGHT NEAR THE
 TM0333'BEGINNING OF A SWEEPING CURVE TO THE LEFT AND A LARGE POND ON THE
 TM0333'RIGHT.  TURN RIGHT, PASSING TO THE SOUTH OF A FARMHOUSE, AND CONTINUE
 TM0333'EASTERLY ON A GRAVEL ROAD FOR 3.5 KM (2.15 MI) TO A GRAVEL CROSSROAD.
 TM0333'TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 2.6 KM (1.60 MI) TO
 TM0333'THE ALFRED JONES CATTLE COMPANY HEADQUARTERS ON THE LEFT.  CONTINUE
 TM0333'SOUTH ON A TRACK ROAD FOR 0.6 KM (0.35 MI) TO A GATE IN A FENCE ON
 TM0333'THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, AND GO EAST FOR 0.2
 TM0333'KM (0.10 MI) TO THE MONUMENT.
 TM0333'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.5 M
 TM0333'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TM0333'PROJECTS ABOUT 0.07 M (0.2 FT) ABOVE THE SURFACE.  INSCRIBED ON THE
 TM0333'OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST
 TM0333'SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE
 TM0333'SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --315-- IS
 TM0333'DRILLED NEAR THE MIDDLE OF THE TOP HALF OF THE EAST SIDE OF THE
 TM0333'OBELISK.
 TM0333'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 3 CM TO THE SOUTH.
 TM0333'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 3 CM NORTH OF THE APEX ON
 TM0333'THE NORTH FACE OF THE TOP OF THE OBELISK.  THE AREA AROUND THE PUNCH
 TM0333'MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED
 TM0333'BY A PUNCK MARK WILL BE REPLUMBED AT A FUTURE DATE BY THE IBC.  THE
 TM0333'GPS POSITION OF THE PUNCH MARK WILL BE HELD FIXED DURING THE
 TM0333'REPLUMBING.
 TM0333'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0334 ***********************************************************************
 TM0334  DESIGNATION -  BOUNDARY MON 316 CD US
 TM0334  PID         -  TM0334
 TM0334  STATE/COUNTY-  MT/GLACIER
 TM0334  USGS QUAD   -  LOVE ROCK (1968)
 TM0334
 TM0334                         *CURRENT SURVEY CONTROL
 TM0334  ___________________________________________________________________
 TM0334* NAD 83(1992)-  48 59 55.42501(N)    112 31 52.35115(W)     ADJUSTED  
 TM0334* NAVD 88     -      1209.     (meters)    3967.     (feet)  SCALED    
 TM0334  ___________________________________________________________________
 TM0334  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 TM0334  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 TM0334
 TM0334  HORZ ORDER  -  THIRD
 TM0334
 TM0334.The horizontal coordinates were established by classical geodetic methods
 TM0334.and adjusted by the National Geodetic Survey in July 1992..
 TM0334
 TM0334.The orthometric height was scaled from a topographic map.
 TM0334
 TM0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0334
 TM0334.The geoid height was determined by GEOID03.
 TM0334
 TM0334;                    North         East     Units Scale Factor Converg.
 TM0334;SPC MT       -   532,017.597   378,250.919   MT  0.99999922   -2 13 02.4
 TM0334;SPC MT       - 1,745,464.56  1,240,980.71   iFT  0.99999922   -2 13 02.4
 TM0334;UTM  12      - 5,428,444.070   388,002.524   MT  0.99975409   -1 09 20.6
 TM0334
 TM0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0334!SPC MT       -   0.99981291  x   0.99999922  =   0.99981213
 TM0334!UTM  12      -   0.99981291  x   0.99975409  =   0.99956704
 TM0334
 TM0334:                Primary Azimuth Mark                     Grid Az
 TM0334:SPC MT       -  BOUNDARY MON 315 CD US                   272 13 04.7
 TM0334:UTM  12      -  BOUNDARY MON 315 CD US                   271 09 22.9
 TM0334
 TM0334|---------------------------------------------------------------------|
 TM0334| PID    Reference Object                     Distance      Geod. Az  |
 TM0334|                                                           dddmmss.s |
 TM0334| TM0333 BOUNDARY MON 315 CD US              APPROX. 2.4 KM 2700002.3 |
 TM0334|---------------------------------------------------------------------|
 TM0334
 TM0334                          SUPERSEDED SURVEY CONTROL
 TM0334
 TM0334  NAD 83(1986)-  48 59 55.43001(N)    112 31 52.35311(W) AD(       ) 3
 TM0334
 TM0334.Superseded values are not recommended for survey control.
 TM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0334.See file dsdata.txt to determine how the superseded data were derived.
 TM0334
 TM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV8800328444(NAD 83)
 TM0334_MARKER: Z = SEE DESCRIPTION
 TM0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0334+STABILITY: SURFACE MOTION
 TM0334
 TM0334  HISTORY     - Date     Condition        Report By
 TM0334  HISTORY     - 1909     MONUMENTED       IBC
 TM0334  HISTORY     - 1975     GOOD             IBC
 TM0334
 TM0334                          STATION DESCRIPTION
 TM0334
 TM0334'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0334'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0334'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0334'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0334'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0334'
 TM0334'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0334'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0334'---OCTOBER 20, 1818---.
 TM0334'
 TM0334'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0334'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0334'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0334'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0334'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0334'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0334'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0334'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0334'
 TM0334'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0334'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0334'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0334'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0334'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0334'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0334'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0334'AND---CANADA---ON THE WEST SIDE.
 TM0334'
 TM0334'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0334'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0334'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0334'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0334'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0334
 TM0334                          STATION RECOVERY (1975)
 TM0334
 TM0334'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0193 ***********************************************************************
 TM0193  DESIGNATION -  BOUNDARY MON 317 CD US
 TM0193  PID         -  TM0193
 TM0193  STATE/COUNTY-  MT/GLACIER
 TM0193  USGS QUAD   -  HEADLIGHT BUTTE NW (1968)
 TM0193
 TM0193                         *CURRENT SURVEY CONTROL
 TM0193  ___________________________________________________________________
 TM0193* NAD 83(1992)-  48 59 55.45899(N)    112 29 39.73853(W)     ADJUSTED  
 TM0193* NAVD 88     -      1228.     (meters)    4029.     (feet)  SCALED    
 TM0193  ___________________________________________________________________
 TM0193  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 TM0193  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TM0193
 TM0193  HORZ ORDER  -  THIRD
 TM0193
 TM0193.The horizontal coordinates were established by classical geodetic methods
 TM0193.and adjusted by the National Geodetic Survey in July 1992..
 TM0193
 TM0193.The orthometric height was scaled from a topographic map.
 TM0193
 TM0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0193
 TM0193.The geoid height was determined by GEOID03.
 TM0193
 TM0193;                    North         East     Units Scale Factor Converg.
 TM0193;SPC MT       -   531,914.991   380,944.449   MT  0.99999922   -2 11 25.4
 TM0193;SPC MT       - 1,745,127.92  1,249,817.75   iFT  0.99999922   -2 11 25.4
 TM0193;UTM  12      - 5,428,391.420   390,696.823   MT  0.99974677   -1 07 40.5
 TM0193
 TM0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0193!SPC MT       -   0.99980993  x   0.99999922  =   0.99980915
 TM0193!UTM  12      -   0.99980993  x   0.99974677  =   0.99955675
 TM0193
 TM0193:                Primary Azimuth Mark                     Grid Az
 TM0193:SPC MT       -  BOUNDARY MON 316 CD US                   272 10 55.1
 TM0193:UTM  12      -  BOUNDARY MON 316 CD US                   271 07 10.2
 TM0193
 TM0193|---------------------------------------------------------------------|
 TM0193| PID    Reference Object                     Distance      Geod. Az  |
 TM0193|                                                           dddmmss.s |
 TM0193| TM0334 BOUNDARY MON 316 CD US              APPROX. 2.7 KM 2695929.7 |
 TM0193|---------------------------------------------------------------------|
 TM0193
 TM0193                          SUPERSEDED SURVEY CONTROL
 TM0193
 TM0193  NAD 83(1986)-  48 59 55.46454(N)    112 29 39.73873(W) AD(       ) 3
 TM0193
 TM0193.Superseded values are not recommended for survey control.
 TM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0193.See file dsdata.txt to determine how the superseded data were derived.
 TM0193
 TM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV9069728391(NAD 83)
 TM0193_MARKER: Z = SEE DESCRIPTION
 TM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0193+STABILITY: SURFACE MOTION
 TM0193
 TM0193  HISTORY     - Date     Condition        Report By
 TM0193  HISTORY     - 1909     MONUMENTED       IBC
 TM0193  HISTORY     - 1975     GOOD             IBC
 TM0193
 TM0193                          STATION DESCRIPTION
 TM0193
 TM0193'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0193'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0193'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0193'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0193'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0193'
 TM0193'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0193'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0193'---OCTOBER 20, 1818---.
 TM0193'
 TM0193'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0193'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0193'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0193'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0193'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0193'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0193'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0193'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0193'
 TM0193'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0193'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0193'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0193'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0193'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0193'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0193'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0193'AND---CANADA---ON THE WEST SIDE.
 TM0193'
 TM0193'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0193'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0193'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0193'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0193'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0193
 TM0193                          STATION RECOVERY (1975)
 TM0193
 TM0193'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0194 ***********************************************************************
 TM0194  DESIGNATION -  BOUNDARY MON 318 CD US
 TM0194  PID         -  TM0194
 TM0194  STATE/COUNTY-  MT/GLACIER
 TM0194  USGS QUAD   -  HEADLIGHT BUTTE NW (1968)
 TM0194
 TM0194                         *CURRENT SURVEY CONTROL
 TM0194  ___________________________________________________________________
 TM0194* NAD 83(1992)-  48 59 55.16429(N)    112 28 20.75561(W)     ADJUSTED  
 TM0194* NAVD 88     -      1227.     (meters)    4026.     (feet)  SCALED    
 TM0194  ___________________________________________________________________
 TM0194  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 TM0194  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TM0194
 TM0194  HORZ ORDER  -  THIRD
 TM0194
 TM0194.The horizontal coordinates were established by classical geodetic methods
 TM0194.and adjusted by the National Geodetic Survey in July 1992..
 TM0194
 TM0194.The orthometric height was scaled from a topographic map.
 TM0194
 TM0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0194
 TM0194.The geoid height was determined by GEOID03.
 TM0194
 TM0194;                    North         East     Units Scale Factor Converg.
 TM0194;SPC MT       -   531,844.759   382,548.346   MT  0.99999917   -2 10 27.6
 TM0194;SPC MT       - 1,744,897.50  1,255,079.88   iFT  0.99999917   -2 10 27.6
 TM0194;UTM  12      - 5,428,350.959   392,301.337   MT  0.99974249   -1 06 40.8
 TM0194
 TM0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0194!SPC MT       -   0.99981009  x   0.99999917  =   0.99980926
 TM0194!UTM  12      -   0.99981009  x   0.99974249  =   0.99955263
 TM0194
 TM0194:                Primary Azimuth Mark                     Grid Az
 TM0194:SPC MT       -  BOUNDARY MON 317 CD US                   272 30 27.1
 TM0194:UTM  12      -  BOUNDARY MON 317 CD US                   271 26 40.3
 TM0194
 TM0194|---------------------------------------------------------------------|
 TM0194| PID    Reference Object                     Distance      Geod. Az  |
 TM0194|                                                           dddmmss.s |
 TM0194| TM0193 BOUNDARY MON 317 CD US              APPROX. 1.6 KM 2701959.5 |
 TM0194|---------------------------------------------------------------------|
 TM0194
 TM0194                          SUPERSEDED SURVEY CONTROL
 TM0194
 TM0194  NAD 83(1986)-  48 59 55.17025(N)    112 28 20.75495(W) AD(       ) 3
 TM0194
 TM0194.Superseded values are not recommended for survey control.
 TM0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0194.See file dsdata.txt to determine how the superseded data were derived.
 TM0194
 TM0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV9230128351(NAD 83)
 TM0194_MARKER: Z = SEE DESCRIPTION
 TM0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0194+STABILITY: SURFACE MOTION
 TM0194
 TM0194  HISTORY     - Date     Condition        Report By
 TM0194  HISTORY     - 1909     MONUMENTED       IBC
 TM0194  HISTORY     - 1975     GOOD             IBC
 TM0194
 TM0194                          STATION DESCRIPTION
 TM0194
 TM0194'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0194'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0194'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0194'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0194'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0194'
 TM0194'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0194'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0194'---OCTOBER 20, 1818---.
 TM0194'
 TM0194'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0194'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0194'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0194'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0194'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0194'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0194'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0194'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0194'
 TM0194'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0194'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0194'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0194'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0194'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0194'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0194'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0194'AND---CANADA---ON THE WEST SIDE.
 TM0194'
 TM0194'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0194'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0194'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0194'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0194'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0194
 TM0194                          STATION RECOVERY (1975)
 TM0194
 TM0194'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0196 ***********************************************************************
 TM0196  DESIGNATION -  BOUNDARY MON 319 CD US
 TM0196  PID         -  TM0196
 TM0196  STATE/COUNTY-  MT/GLACIER
 TM0196  USGS QUAD   -  HEADLIGHT BUTTE NW (1968)
 TM0196
 TM0196                         *CURRENT SURVEY CONTROL
 TM0196  ___________________________________________________________________
 TM0196* NAD 83(1992)-  48 59 54.72402(N)    112 26 21.65478(W)     ADJUSTED  
 TM0196* NAVD 88     -      1228.     (meters)    4029.     (feet)  SCALED    
 TM0196  ___________________________________________________________________
 TM0196  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 TM0196  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TM0196
 TM0196  HORZ ORDER  -  THIRD
 TM0196
 TM0196.The horizontal coordinates were established by classical geodetic methods
 TM0196.and adjusted by the National Geodetic Survey in July 1992..
 TM0196
 TM0196.The orthometric height was scaled from a topographic map.
 TM0196
 TM0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0196
 TM0196.The geoid height was determined by GEOID03.
 TM0196
 TM0196;                    North         East     Units Scale Factor Converg.
 TM0196;SPC MT       -   531,739.831   384,966.959   MT  0.99999910   -2 09 00.5
 TM0196;SPC MT       - 1,744,553.25  1,263,014.96   iFT  0.99999910   -2 09 00.5
 TM0196;UTM  12      - 5,428,290.950   394,720.852   MT  0.99973616   -1 05 10.9
 TM0196
 TM0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0196!SPC MT       -   0.99980993  x   0.99999910  =   0.99980903
 TM0196!UTM  12      -   0.99980993  x   0.99973616  =   0.99954614
 TM0196
 TM0196:                Primary Azimuth Mark                     Grid Az
 TM0196:SPC MT       -  BOUNDARY MON 320 CD US                   091 50 40.2
 TM0196:UTM  12      -  BOUNDARY MON 320 CD US                   090 46 50.6
 TM0196
 TM0196|---------------------------------------------------------------------|
 TM0196| PID    Reference Object                     Distance      Geod. Az  |
 TM0196|                                                           dddmmss.s |
 TM0196| TM0197 BOUNDARY MON 320 CD US              APPROX. 3.4 KM 0894139.7 |
 TM0196|---------------------------------------------------------------------|
 TM0196
 TM0196                          SUPERSEDED SURVEY CONTROL
 TM0196
 TM0196  NAD 83(1986)-  48 59 54.73052(N)    112 26 21.65156(W) AD(       ) 3
 TM0196
 TM0196.Superseded values are not recommended for survey control.
 TM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0196.See file dsdata.txt to determine how the superseded data were derived.
 TM0196
 TM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV9472128291(NAD 83)
 TM0196_MARKER: Z = SEE DESCRIPTION
 TM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0196_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0196+STABILITY: SURFACE MOTION
 TM0196
 TM0196  HISTORY     - Date     Condition        Report By
 TM0196  HISTORY     - 1909     MONUMENTED       IBC
 TM0196  HISTORY     - 1975     GOOD             IBC
 TM0196
 TM0196                          STATION DESCRIPTION
 TM0196
 TM0196'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0196'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0196'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0196'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0196'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0196'
 TM0196'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0196'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0196'---OCTOBER 20, 1818---.
 TM0196'
 TM0196'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0196'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0196'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0196'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0196'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0196'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0196'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0196'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0196'
 TM0196'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0196'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0196'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0196'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0196'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0196'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0196'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0196'AND---CANADA---ON THE WEST SIDE.
 TM0196'
 TM0196'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0196'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0196'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0196'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0196'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0196
 TM0196                          STATION RECOVERY (1975)
 TM0196
 TM0196'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0197 ***********************************************************************
 TM0197  DESIGNATION -  BOUNDARY MON 320 CD US
 TM0197  PID         -  TM0197
 TM0197  STATE/COUNTY-  MT/GLACIER
 TM0197  USGS QUAD   -  HEADLIGHT BUTTE NW (1968)
 TM0197
 TM0197                         *CURRENT SURVEY CONTROL
 TM0197  ___________________________________________________________________
 TM0197* NAD 83(1992)-  48 59 55.27326(N)    112 23 35.73608(W)     ADJUSTED  
 TM0197* NAVD 88     -      1344.     (meters)    4409.     (feet)  SCALED    
 TM0197  ___________________________________________________________________
 TM0197  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 TM0197  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TM0197
 TM0197  HORZ ORDER  -  THIRD
 TM0197
 TM0197.The horizontal coordinates were established by classical geodetic methods
 TM0197.and adjusted by the National Geodetic Survey in July 1992..
 TM0197
 TM0197.The orthometric height was scaled from a topographic map.
 TM0197
 TM0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0197
 TM0197.The geoid height was determined by GEOID03.
 TM0197
 TM0197;                    North         East     Units Scale Factor Converg.
 TM0197;SPC MT       -   531,631.248   388,337.724   MT  0.99999919   -2 06 59.2
 TM0197;SPC MT       - 1,744,197.01  1,274,073.90   iFT  0.99999919   -2 06 59.2
 TM0197;UTM  12      - 5,428,245.010   398,092.152   MT  0.99972758   -1 03 05.7
 TM0197
 TM0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0197!SPC MT       -   0.99979176  x   0.99999919  =   0.99979095
 TM0197!UTM  12      -   0.99979176  x   0.99972758  =   0.99951939
 TM0197
 TM0197                          SUPERSEDED SURVEY CONTROL
 TM0197
 TM0197  NAD 83(1986)-  48 59 55.28026(N)    112 23 35.73016(W) AD(       ) 3
 TM0197
 TM0197.Superseded values are not recommended for survey control.
 TM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0197.See file dsdata.txt to determine how the superseded data were derived.
 TM0197
 TM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV9809228245(NAD 83)
 TM0197_MARKER: Z = SEE DESCRIPTION
 TM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0197+STABILITY: SURFACE MOTION
 TM0197
 TM0197  HISTORY     - Date     Condition        Report By
 TM0197  HISTORY     - 1909     MONUMENTED       IBC
 TM0197  HISTORY     - 1975     GOOD             IBC
 TM0197
 TM0197                          STATION DESCRIPTION
 TM0197
 TM0197'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0197'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0197'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0197'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0197'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0197'
 TM0197'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0197'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0197'---OCTOBER 20, 1818---.
 TM0197'
 TM0197'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0197'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0197'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0197'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0197'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0197'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0197'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0197'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0197'
 TM0197'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0197'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0197'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0197'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0197'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0197'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0197'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0197'AND---CANADA---ON THE WEST SIDE.
 TM0197'
 TM0197'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0197'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0197'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0197'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0197'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0197
 TM0197                          STATION RECOVERY (1975)
 TM0197
 TM0197'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0188 ***********************************************************************
 TM0188  DESIGNATION -  BOUNDARY MON 321 CD US
 TM0188  PID         -  TM0188
 TM0188  STATE/COUNTY-  MT/GLACIER
 TM0188  USGS QUAD   -  HEADLIGHT BUTTE NE (1968)
 TM0188
 TM0188                         *CURRENT SURVEY CONTROL
 TM0188  ___________________________________________________________________
 TM0188* NAD 83(1992)-  48 59 55.26083(N)    112 21 13.73330(W)     ADJUSTED  
 TM0188* NAVD 88     -      1306.     (meters)    4285.     (feet)  SCALED    
 TM0188  ___________________________________________________________________
 TM0188  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 TM0188  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TM0188
 TM0188  HORZ ORDER  -  THIRD
 TM0188
 TM0188.The horizontal coordinates were established by classical geodetic methods
 TM0188.and adjusted by the National Geodetic Survey in July 1992..
 TM0188
 TM0188.The orthometric height was scaled from a topographic map.
 TM0188
 TM0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0188
 TM0188.The geoid height was determined by GEOID03.
 TM0188
 TM0188;                    North         East     Units Scale Factor Converg.
 TM0188;SPC MT       -   531,524.997   391,222.119   MT  0.99999919   -2 05 15.3
 TM0188;SPC MT       - 1,743,848.42  1,283,537.14   iFT  0.99999919   -2 05 15.3
 TM0188;UTM  12      - 5,428,192.419   400,977.229   MT  0.99972046   -1 01 18.5
 TM0188
 TM0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0188!SPC MT       -   0.99979771  x   0.99999919  =   0.99979690
 TM0188!UTM  12      -   0.99979771  x   0.99972046  =   0.99951823
 TM0188
 TM0188:                Primary Azimuth Mark                     Grid Az
 TM0188:SPC MT       -  CLEAR                                    175 25 11.8
 TM0188:UTM  12      -  CLEAR                                    174 21 15.0
 TM0188
 TM0188|---------------------------------------------------------------------|
 TM0188| PID    Reference Object                     Distance      Geod. Az  |
 TM0188|                                                           dddmmss.s |
 TM0188| TM0973 CLEAR                               APPROX. 2.6 KM 1731956.5 |
 TM0188|---------------------------------------------------------------------|
 TM0188
 TM0188                          SUPERSEDED SURVEY CONTROL
 TM0188
 TM0188  NAD 83(1986)-  48 59 55.26703(N)    112 21 13.72764(W) AD(       ) 3
 TM0188
 TM0188.Superseded values are not recommended for survey control.
 TM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0188.See file dsdata.txt to determine how the superseded data were derived.
 TM0188
 TM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0097728192(NAD 83)
 TM0188_MARKER: Z = SEE DESCRIPTION
 TM0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0188+STABILITY: SURFACE MOTION
 TM0188
 TM0188  HISTORY     - Date     Condition        Report By
 TM0188  HISTORY     - 1909     MONUMENTED       IBC
 TM0188  HISTORY     - 1975     GOOD             IBC
 TM0188
 TM0188                          STATION DESCRIPTION
 TM0188
 TM0188'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0188'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0188'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0188'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0188'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0188'
 TM0188'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0188'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0188'---OCTOBER 20, 1818---.
 TM0188'
 TM0188'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0188'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0188'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0188'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0188'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0188'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0188'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0188'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0188'
 TM0188'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0188'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0188'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0188'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0188'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0188'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0188'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0188'AND---CANADA---ON THE WEST SIDE.
 TM0188'
 TM0188'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0188'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0188'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0188'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0188'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0188
 TM0188                          STATION RECOVERY (1975)
 TM0188
 TM0188'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0189 ***********************************************************************
 TM0189  DESIGNATION -  BOUNDARY MON 322 CD US
 TM0189  PID         -  TM0189
 TM0189  STATE/COUNTY-  MT/GLACIER
 TM0189  USGS QUAD   -  HEADLIGHT BUTTE NE (1968)
 TM0189
 TM0189                         *CURRENT SURVEY CONTROL
 TM0189  ___________________________________________________________________
 TM0189* NAD 83(1992)-  48 59 55.26547(N)    112 20 03.59636(W)     ADJUSTED  
 TM0189* NAVD 88     -      1306.     (meters)    4285.     (feet)  SCALED    
 TM0189  ___________________________________________________________________
 TM0189  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 TM0189  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TM0189
 TM0189  HORZ ORDER  -  THIRD
 TM0189
 TM0189.The horizontal coordinates were established by classical geodetic methods
 TM0189.and adjusted by the National Geodetic Survey in July 1992..
 TM0189
 TM0189.The orthometric height was scaled from a topographic map.
 TM0189
 TM0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0189
 TM0189.The geoid height was determined by GEOID03.
 TM0189
 TM0189;                    North         East     Units Scale Factor Converg.
 TM0189;SPC MT       -   531,473.387   392,646.789   MT  0.99999919   -2 04 24.0
 TM0189;SPC MT       - 1,743,679.09  1,288,211.25   iFT  0.99999919   -2 04 24.0
 TM0189;UTM  12      - 5,428,167.329   402,402.213   MT  0.99971702   -1 00 25.5
 TM0189
 TM0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0189!SPC MT       -   0.99979771  x   0.99999919  =   0.99979690
 TM0189!UTM  12      -   0.99979771  x   0.99971702  =   0.99951479
 TM0189
 TM0189|---------------------------------------------------------------------|
 TM0189| PID    Reference Object                     Distance      Geod. Az  |
 TM0189|                                                           dddmmss.s |
 TM0189| TM0996 RAIN                                291.208 METERS 06515     |
 TM0189| TM0188 BOUNDARY MON 321 CD US              APPROX. 1.4 KM 2700005.7 |
 TM0189|---------------------------------------------------------------------|
 TM0189
 TM0189                          SUPERSEDED SURVEY CONTROL
 TM0189
 TM0189  NAD 83(1986)-  48 59 55.27139(N)    112 20 03.59130(W) AD(       ) 3
 TM0189
 TM0189.Superseded values are not recommended for survey control.
 TM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0189.See file dsdata.txt to determine how the superseded data were derived.
 TM0189
 TM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0240228167(NAD 83)
 TM0189_MARKER: Z = SEE DESCRIPTION
 TM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0189+STABILITY: SURFACE MOTION
 TM0189
 TM0189  HISTORY     - Date     Condition        Report By
 TM0189  HISTORY     - 1909     MONUMENTED       IBC
 TM0189  HISTORY     - 1975     GOOD             IBC
 TM0189
 TM0189                          STATION DESCRIPTION
 TM0189
 TM0189'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0189'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0189'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0189'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0189'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0189'
 TM0189'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0189'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0189'---OCTOBER 20, 1818---.
 TM0189'
 TM0189'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0189'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0189'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0189'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0189'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0189'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0189'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0189'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0189'
 TM0189'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0189'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0189'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0189'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0189'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0189'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0189'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0189'AND---CANADA---ON THE WEST SIDE.
 TM0189'
 TM0189'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0189'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0189'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0189'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0189'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0189
 TM0189                          STATION RECOVERY (1975)
 TM0189
 TM0189'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0190 ***********************************************************************
 TM0190  DESIGNATION -  BOUNDARY MON 323 CD US
 TM0190  PID         -  TM0190
 TM0190  STATE/COUNTY-  MT/GLACIER
 TM0190  USGS QUAD   -  HEADLIGHT BUTTE NE (1968)
 TM0190
 TM0190                         *CURRENT SURVEY CONTROL
 TM0190  ___________________________________________________________________
 TM0190* NAD 83(1992)-  48 59 55.26828(N)    112 17 55.06843(W)     ADJUSTED  
 TM0190* NAVD 88     -      1241.     (meters)    4072.     (feet)  SCALED    
 TM0190  ___________________________________________________________________
 TM0190  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TM0190  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TM0190
 TM0190  HORZ ORDER  -  THIRD
 TM0190
 TM0190.The horizontal coordinates were established by classical geodetic methods
 TM0190.and adjusted by the National Geodetic Survey in July 1992..
 TM0190
 TM0190.The orthometric height was scaled from a topographic map.
 TM0190
 TM0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0190
 TM0190.The geoid height was determined by GEOID03.
 TM0190
 TM0190;                    North         East     Units Scale Factor Converg.
 TM0190;SPC MT       -   531,379.554   395,257.564   MT  0.99999919   -2 02 50.0
 TM0190;SPC MT       - 1,743,371.24  1,296,776.78   iFT  0.99999919   -2 02 50.0
 TM0190;UTM  12      - 5,428,122.126   405,013.537   MT  0.99971084   -0 58 48.5
 TM0190
 TM0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0190!SPC MT       -   0.99980790  x   0.99999919  =   0.99980709
 TM0190!UTM  12      -   0.99980790  x   0.99971084  =   0.99951879
 TM0190
 TM0190:                Primary Azimuth Mark                     Grid Az
 TM0190:SPC MT       -  LAKE                                     001 37 44.4
 TM0190:UTM  12      -  LAKE                                     000 33 42.9
 TM0190
 TM0190|---------------------------------------------------------------------|
 TM0190| PID    Reference Object                     Distance      Geod. Az  |
 TM0190|                                                           dddmmss.s |
 TM0190| TM0980 LAKE                                APPROX. 3.6 KM 3593454.4 |
 TM0190|---------------------------------------------------------------------|
 TM0190
 TM0190                          SUPERSEDED SURVEY CONTROL
 TM0190
 TM0190  NAD 83(1986)-  48 59 55.27353(N)    112 17 55.06473(W) AD(       ) 3
 TM0190
 TM0190.Superseded values are not recommended for survey control.
 TM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0190.See file dsdata.txt to determine how the superseded data were derived.
 TM0190
 TM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0501428122(NAD 83)
 TM0190_MARKER: Z = SEE DESCRIPTION
 TM0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0190+STABILITY: SURFACE MOTION
 TM0190
 TM0190  HISTORY     - Date     Condition        Report By
 TM0190  HISTORY     - 1909     MONUMENTED       IBC
 TM0190  HISTORY     - 1975     GOOD             IBC
 TM0190
 TM0190                          STATION DESCRIPTION
 TM0190
 TM0190'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0190'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0190'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0190'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0190'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0190'
 TM0190'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0190'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0190'---OCTOBER 20, 1818---.
 TM0190'
 TM0190'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0190'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0190'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0190'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0190'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0190'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0190'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0190'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0190'
 TM0190'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0190'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0190'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0190'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0190'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0190'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0190'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0190'AND---CANADA---ON THE WEST SIDE.
 TM0190'
 TM0190'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0190'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0190'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0190'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0190'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0190
 TM0190                          STATION RECOVERY (1975)
 TM0190
 TM0190'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0191 ***********************************************************************
 TM0191  DESIGNATION -  BOUNDARY MON 324 CD US
 TM0191  PID         -  TM0191
 TM0191  STATE/COUNTY-  MT/GLACIER
 TM0191  USGS QUAD   -  HEADLIGHT BUTTE NE (1968)
 TM0191
 TM0191                         *CURRENT SURVEY CONTROL
 TM0191  ___________________________________________________________________
 TM0191* NAD 83(1992)-  48 59 55.26435(N)    112 16 06.58262(W)     ADJUSTED  
 TM0191* NAVD 88     -      1210.8    (meters)    3972.     (feet)  VERTCON   
 TM0191  ___________________________________________________________________
 TM0191  X           -  -1,589,051.211 (meters)                     COMP
 TM0191  Y           -  -3,880,583.681 (meters)                     COMP
 TM0191  Z           -   4,791,364.955 (meters)                     COMP
 TM0191  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 TM0191  ELLIP HEIGHT-        1195.43  (meters)          (07/28/92) GPS OBS
 TM0191  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 TM0191
 TM0191  HORZ ORDER  -  FIRST
 TM0191  ELLP ORDER  -  FIFTH     CLASS I
 TM0191
 TM0191.The horizontal coordinates were established by GPS observations
 TM0191.and adjusted by the National Geodetic Survey in July 1992..
 TM0191
 TM0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0191
 TM0191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM0191
 TM0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0191
 TM0191.The ellipsoidal height was determined by GPS observations
 TM0191.and is referenced to NAD 83.
 TM0191
 TM0191.The geoid height was determined by GEOID03.
 TM0191
 TM0191;                    North         East     Units Scale Factor Converg.
 TM0191;SPC MT       -   531,301.084   397,461.252   MT  0.99999919   -2 01 30.6
 TM0191;SPC MT       - 1,743,113.79  1,304,006.73   iFT  0.99999919   -2 01 30.6
 TM0191;UTM  12      - 5,428,084.734   407,217.663   MT  0.99970575   -0 57 26.6
 TM0191
 TM0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0191!SPC MT       -   0.99981270  x   0.99999919  =   0.99981189
 TM0191!UTM  12      -   0.99981270  x   0.99970575  =   0.99951850
 TM0191
 TM0191:                Primary Azimuth Mark                     Grid Az
 TM0191:SPC MT       -  BOUNDARY MON 323 CD US                   272 02 22.9
 TM0191:UTM  12      -  BOUNDARY MON 323 CD US                   270 58 18.9
 TM0191
 TM0191|---------------------------------------------------------------------|
 TM0191| PID    Reference Object                     Distance      Geod. Az  |
 TM0191|                                                           dddmmss.s |
 TM0191| TM0190 BOUNDARY MON 323 CD US              APPROX. 2.2 KM 2700052.3 |
 TM0191|---------------------------------------------------------------------|
 TM0191
 TM0191                          SUPERSEDED SURVEY CONTROL
 TM0191
 TM0191  NAD 83(1986)-  48 59 55.26896(N)    112 16 06.58016(W) AD(       ) 1
 TM0191  NGVD 29 (08/25/89) 1209.7    (m)         3969.     (f) GPS OBS        
 TM0191
 TM0191.Superseded values are not recommended for survey control.
 TM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0191.See file dsdata.txt to determine how the superseded data were derived.
 TM0191
 TM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0721828085(NAD 83)
 TM0191_MARKER: DU = BOUNDARY MARKER
 TM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TM0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0191+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1988
 TM0191
 TM0191  HISTORY     - Date     Condition        Report By
 TM0191  HISTORY     - 1909     MONUMENTED       IBC
 TM0191  HISTORY     - 1909     GOOD             IBC
 TM0191  HISTORY     - 1975     GOOD             IBC
 TM0191  HISTORY     - 19880721 SEE DESCRIPTION  NGS
 TM0191
 TM0191                          STATION DESCRIPTION
 TM0191
 TM0191'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0191'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0191'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0191'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0191'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0191'
 TM0191'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0191'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0191'---OCTOBER 20, 1818---.
 TM0191'
 TM0191'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0191'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0191'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0191'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0191'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0191'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0191'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0191'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0191'
 TM0191'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0191'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0191'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0191'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0191'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0191'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0191'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0191'AND---CANADA---ON THE WEST SIDE.
 TM0191'
 TM0191'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0191'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0191'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0191'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0191'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0191
 TM0191                          STATION RECOVERY (1909)
 TM0191
 TM0191'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TM0191'RECOVERED IN GOOD CONDITION.
 TM0191
 TM0191                          STATION RECOVERY (1975)
 TM0191
 TM0191'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0191'RECOVERED IN GOOD CONDITION.
 TM0191
 TM0191                          STATION RECOVERY (1988)
 TM0191
 TM0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TM0191'THE MONUMENT IS LOCATED ABOUT 66.8 KM (41.50 MI) NORTHWEST OF SHELBY,
 TM0191'42.6 KM (26.45 MI) NORTH OF CUT BANK, 23.3 KM (14.50 MI) WEST OF THE
 TM0191'PORT OF SWEETGRASS, MONTANA - COUTTS, ALBERTA BORDER CROSSING, AND
 TM0191'22.5 KM (14.00 MI) SOUTHWEST OF MILK RIVER, ALBERTA.
 TM0191'TO REACH THE MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY
 TM0191'HIGHWAY 213 IN CUT BANK, GO NORTH ON COUNTY HIGHWAY 213 FOR 11.9 KM
 TM0191'(7.40 MI) TO WHERE COUNTY HIGHWAY 213 TURNS LEFT.  CONTINUE NORTH ON
 TM0191'COUNTY ROAD 214 FOR 26.9 KM (16.70 MI) TO A FORK.  TAKE THE LEFT FORK
 TM0191'AND CONTINUE NORTH ON A GRAVEL ROAD FOR 1.3 KM (0.80 MI) TO A CURVE
 TM0191'AND A TRACK ROAD STRAIGHT AHEAD.  CONTINUE NORTH ON THE THE TRACK
 TM0191'ROAD FOR 1.4 KM (0.85 MI) TO THE CANADIAN BORDER AT A FENCE.  TURN
 TM0191'RIGHT AND FOLLOW THE BOUNDARY FOR 0.3 KM (0.20 MI) TO BOUNDARY
 TM0191'MONUMENT 323.  CONTINUE EAST ALONG THE BOUNDARY FOR 2.25 KM (1.40 MI)
 TM0191'TO BOUNDARY MONUMENT 324, 20.4 M (66.9 FT) SOUTH OF THE FENCE AND
 TM0191'ABOUT 2.4 M (7.9 FT) EAST-SOUTHEAST OF A LARGE PILE OF ROCKS
 TM0191'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.5 M
 TM0191'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TM0191'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TM0191'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TM0191'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TM0191'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --324-- IS DRILLED NEAR THE
 TM0191'MIDDLE OF THE UPPER HALF OF THE EAST SIDE OF THE OBELISK.
 TM0191'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 4 CM TO THE SOUTH AND 1
 TM0191'CM TO THE EAST.
 TM0191'THE POINT POSITIONED BY GPS IS A PUNCH MARK 4 CM NORTH AND 1 CM WEST
 TM0191'OF THE APEX ON THE NORTH FACE OF THE TOP OF THE OBELISK.  THE AREA
 TM0191'AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT
 TM0191'POSITIONS REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE
 TM0191'DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH MARK WILL BE HELD
 TM0191'FIXED DURING THE REPLUMBING.
 TM0191'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0987 ***********************************************************************
 TM0987  DESIGNATION -  BOUNDARY MON 325 CD US
 TM0987  PID         -  TM0987
 TM0987  STATE/COUNTY-  MT/TETON
 TM0987  USGS QUAD   -  FITZPATRICK LAKE (1968)
 TM0987
 TM0987                         *CURRENT SURVEY CONTROL
 TM0987  ___________________________________________________________________
 TM0987* NAD 83(1992)-  48 59 55.25613(N)    112 14 19.66342(W)     ADJUSTED  
 TM0987* NAVD 88     -      1189.     (meters)    3901.     (feet)  SCALED    
 TM0987  ___________________________________________________________________
 TM0987  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 TM0987  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 TM0987
 TM0987  HORZ ORDER  -  THIRD
 TM0987
 TM0987.The horizontal coordinates were established by classical geodetic methods
 TM0987.and adjusted by the National Geodetic Survey in July 1992..
 TM0987
 TM0987.The orthometric height was scaled from a topographic map.
 TM0987
 TM0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0987
 TM0987.The geoid height was determined by GEOID03.
 TM0987
 TM0987;                    North         East     Units Scale Factor Converg.
 TM0987;SPC MT       -   531,224.443   399,633.141   MT  0.99999919   -2 00 12.4
 TM0987;SPC MT       - 1,742,862.35  1,311,132.35   iFT  0.99999919   -2 00 12.4
 TM0987;UTM  12      - 5,428,048.603   409,389.961   MT  0.99970086   -0 56 05.9
 TM0987
 TM0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0987!SPC MT       -   0.99981605  x   0.99999919  =   0.99981524
 TM0987!UTM  12      -   0.99981605  x   0.99970086  =   0.99951697
 TM0987
 TM0987:                Primary Azimuth Mark                     Grid Az
 TM0987:SPC MT       -  QUARTZ                                   319 52 20.3
 TM0987:UTM  12      -  QUARTZ                                   318 48 13.8
 TM0987
 TM0987|---------------------------------------------------------------------|
 TM0987| PID    Reference Object                     Distance      Geod. Az  |
 TM0987|                                                           dddmmss.s |
 TM0987| TM0995 QUARTZ                              APPROX. 0.7 KM 3175207.9 |
 TM0987|---------------------------------------------------------------------|
 TM0987
 TM0987                          SUPERSEDED SURVEY CONTROL
 TM0987
 TM0987  NAD 83(1986)-  48 59 55.25955(N)    112 14 19.66153(W) AD(       ) 3
 TM0987
 TM0987.Superseded values are not recommended for survey control.
 TM0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0987.See file dsdata.txt to determine how the superseded data were derived.
 TM0987
 TM0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0939028049(NAD 83)
 TM0987_MARKER: Z = SEE DESCRIPTION
 TM0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0987+STABILITY: SURFACE MOTION
 TM0987
 TM0987  HISTORY     - Date     Condition        Report By
 TM0987  HISTORY     - 1909     MONUMENTED       IBC
 TM0987  HISTORY     - 1975     GOOD             IBC
 TM0987
 TM0987                          STATION DESCRIPTION
 TM0987
 TM0987'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0987'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0987'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0987'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0987'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0987'
 TM0987'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0987'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0987'---OCTOBER 20, 1818---.
 TM0987'
 TM0987'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0987'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0987'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0987'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0987'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0987'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0987'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0987'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0987'
 TM0987'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0987'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0987'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0987'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0987'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0987'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0987'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0987'AND---CANADA---ON THE WEST SIDE.
 TM0987'
 TM0987'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0987'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0987'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0987'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0987'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0987
 TM0987                          STATION RECOVERY (1975)
 TM0987
 TM0987'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0988 ***********************************************************************
 TM0988  DESIGNATION -  BOUNDARY MON 326 CD US
 TM0988  PID         -  TM0988
 TM0988  STATE/COUNTY-  MT/TETON
 TM0988  USGS QUAD   -  FITZPATRICK LAKE (1968)
 TM0988
 TM0988                         *CURRENT SURVEY CONTROL
 TM0988  ___________________________________________________________________
 TM0988* NAD 83(1992)-  48 59 55.24232(N)    112 11 51.53851(W)     ADJUSTED  
 TM0988* NAVD 88     -      1148.     (meters)    3766.     (feet)  SCALED    
 TM0988  ___________________________________________________________________
 TM0988  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 TM0988  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 TM0988
 TM0988  HORZ ORDER  -  THIRD
 TM0988
 TM0988.The horizontal coordinates were established by classical geodetic methods
 TM0988.and adjusted by the National Geodetic Survey in July 1992..
 TM0988
 TM0988.The orthometric height was scaled from a topographic map.
 TM0988
 TM0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0988
 TM0988.The geoid height was determined by GEOID03.
 TM0988
 TM0988;                    North         East     Units Scale Factor Converg.
 TM0988;SPC MT       -   531,119.552   402,642.103   MT  0.99999919   -1 58 24.0
 TM0988;SPC MT       - 1,742,518.22  1,321,004.27   iFT  0.99999919   -1 58 24.0
 TM0988;UTM  12      - 5,427,999.878   412,399.448   MT  0.99969427   -0 54 14.1
 TM0988
 TM0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0988!SPC MT       -   0.99982248  x   0.99999919  =   0.99982167
 TM0988!UTM  12      -   0.99982248  x   0.99969427  =   0.99951680
 TM0988
 TM0988:                Primary Azimuth Mark                     Grid Az
 TM0988:SPC MT       -  RED                                      082 47 18.8
 TM0988:UTM  12      -  RED                                      081 43 08.9
 TM0988
 TM0988|---------------------------------------------------------------------|
 TM0988| PID    Reference Object                     Distance      Geod. Az  |
 TM0988|                                                           dddmmss.s |
 TM0988| TM0997 RED                                 APPROX. 5.5 KM 0804854.8 |
 TM0988|---------------------------------------------------------------------|
 TM0988
 TM0988                          SUPERSEDED SURVEY CONTROL
 TM0988
 TM0988  NAD 83(1986)-  48 59 55.24456(N)    112 11 51.53659(W) AD(       ) 3
 TM0988
 TM0988.Superseded values are not recommended for survey control.
 TM0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0988.See file dsdata.txt to determine how the superseded data were derived.
 TM0988
 TM0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV1239928000(NAD 83)
 TM0988_MARKER: Z = SEE DESCRIPTION
 TM0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0988+STABILITY: SURFACE MOTION
 TM0988
 TM0988  HISTORY     - Date     Condition        Report By
 TM0988  HISTORY     - 1909     MONUMENTED       IBC
 TM0988  HISTORY     - 1975     GOOD             IBC
 TM0988
 TM0988                          STATION DESCRIPTION
 TM0988
 TM0988'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0988'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0988'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0988'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0988'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0988'
 TM0988'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0988'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0988'---OCTOBER 20, 1818---.
 TM0988'
 TM0988'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0988'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0988'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0988'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0988'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0988'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0988'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0988'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0988'
 TM0988'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0988'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0988'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0988'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0988'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0988'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0988'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0988'AND---CANADA---ON THE WEST SIDE.
 TM0988'
 TM0988'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0988'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0988'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0988'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0988'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0988
 TM0988                          STATION RECOVERY (1975)
 TM0988
 TM0988'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0989 ***********************************************************************
 TM0989  DESIGNATION -  BOUNDARY MON 327 CD US
 TM0989  PID         -  TM0989
 TM0989  STATE/COUNTY-  MT/TOOLE
 TM0989  USGS QUAD   -  FITZPATRICK LAKE (1968)
 TM0989
 TM0989                         *CURRENT SURVEY CONTROL
 TM0989  ___________________________________________________________________
 TM0989* NAD 83(1992)-  48 59 55.23552(N)    112 09 34.69126(W)     ADJUSTED  
 TM0989* NAVD 88     -      1108.     (meters)    3635.     (feet)  SCALED    
 TM0989  ___________________________________________________________________
 TM0989  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 TM0989  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 TM0989
 TM0989  HORZ ORDER  -  THIRD
 TM0989
 TM0989.The horizontal coordinates were established by classical geodetic methods
 TM0989.and adjusted by the National Geodetic Survey in July 1992..
 TM0989
 TM0989.The orthometric height was scaled from a topographic map.
 TM0989
 TM0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0989
 TM0989.The geoid height was determined by GEOID03.
 TM0989
 TM0989;                    North         East     Units Scale Factor Converg.
 TM0989;SPC MT       -   531,024.235   405,422.029   MT  0.99999919   -1 56 43.9
 TM0989;SPC MT       - 1,742,205.50  1,330,124.77   iFT  0.99999919   -1 56 43.9
 TM0989;UTM  12      - 5,427,956.497   415,179.813   MT  0.99968838   -0 52 30.8
 TM0989
 TM0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0989!SPC MT       -   0.99982875  x   0.99999919  =   0.99982794
 TM0989!UTM  12      -   0.99982875  x   0.99968838  =   0.99951718
 TM0989
 TM0989:                Primary Azimuth Mark                     Grid Az
 TM0989:SPC MT       -  BOUNDARY MON 328 CD US                   091 55 55.3
 TM0989:UTM  12      -  BOUNDARY MON 328 CD US                   090 51 42.2
 TM0989
 TM0989|---------------------------------------------------------------------|
 TM0989| PID    Reference Object                     Distance      Geod. Az  |
 TM0989|                                                           dddmmss.s |
 TM0989| TM0990 BOUNDARY MON 328 CD US              APPROX. 2.2 KM 0895911.4 |
 TM0989|---------------------------------------------------------------------|
 TM0989
 TM0989                          SUPERSEDED SURVEY CONTROL
 TM0989
 TM0989  NAD 83(1986)-  48 59 55.23684(N)    112 09 34.69024(W) AD(       ) 3
 TM0989
 TM0989.Superseded values are not recommended for survey control.
 TM0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0989.See file dsdata.txt to determine how the superseded data were derived.
 TM0989
 TM0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV1518027956(NAD 83)
 TM0989_MARKER: Z = SEE DESCRIPTION
 TM0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0989+STABILITY: SURFACE MOTION
 TM0989
 TM0989  HISTORY     - Date     Condition        Report By
 TM0989  HISTORY     - 1909     MONUMENTED       IBC
 TM0989  HISTORY     - 1975     GOOD             IBC
 TM0989
 TM0989                          STATION DESCRIPTION
 TM0989
 TM0989'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0989'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0989'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0989'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0989'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0989'
 TM0989'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0989'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0989'---OCTOBER 20, 1818---.
 TM0989'
 TM0989'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0989'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0989'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0989'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0989'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0989'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0989'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0989'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0989'
 TM0989'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0989'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0989'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0989'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0989'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0989'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0989'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0989'AND---CANADA---ON THE WEST SIDE.
 TM0989'
 TM0989'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0989'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0989'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0989'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0989'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0989
 TM0989                          STATION RECOVERY (1975)
 TM0989
 TM0989'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0990 ***********************************************************************
 TM0990  DESIGNATION -  BOUNDARY MON 328 CD US
 TM0990  PID         -  TM0990
 TM0990  STATE/COUNTY-  MT/TOOLE
 TM0990  USGS QUAD   -  FITZPATRICK LAKE (1968)
 TM0990
 TM0990                         *CURRENT SURVEY CONTROL
 TM0990  ___________________________________________________________________
 TM0990* NAD 83(1992)-  48 59 55.23815(N)    112 07 45.93836(W)     ADJUSTED  
 TM0990* NAVD 88     -      1117.     (meters)    3665.     (feet)  SCALED    
 TM0990  ___________________________________________________________________
 TM0990  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 TM0990  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 TM0990
 TM0990  HORZ ORDER  -  THIRD
 TM0990
 TM0990.The horizontal coordinates were established by classical geodetic methods
 TM0990.and adjusted by the National Geodetic Survey in July 1992..
 TM0990
 TM0990.The orthometric height was scaled from a topographic map.
 TM0990
 TM0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0990
 TM0990.The geoid height was determined by GEOID03.
 TM0990
 TM0990;                    North         East     Units Scale Factor Converg.
 TM0990;SPC MT       -   530,949.696   407,631.286   MT  0.99999919   -1 55 24.4
 TM0990;SPC MT       - 1,741,960.94  1,337,372.99   iFT  0.99999919   -1 55 24.4
 TM0990;UTM  12      - 5,427,923.263   417,389.385   MT  0.99968384   -0 51 08.7
 TM0990
 TM0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0990!SPC MT       -   0.99982734  x   0.99999919  =   0.99982653
 TM0990!UTM  12      -   0.99982734  x   0.99968384  =   0.99951124
 TM0990
 TM0990:                Primary Azimuth Mark                     Grid Az
 TM0990:SPC MT       -  BOUNDARY MON 329 CD US                   091 54 53.5
 TM0990:UTM  12      -  BOUNDARY MON 329 CD US                   090 50 37.8
 TM0990
 TM0990|---------------------------------------------------------------------|
 TM0990| PID    Reference Object                     Distance      Geod. Az  |
 TM0990|                                                           dddmmss.s |
 TM0990| TM0991 BOUNDARY MON 329 CD US              APPROX. 2.1 KM 0895929.1 |
 TM0990|---------------------------------------------------------------------|
 TM0990
 TM0990                          SUPERSEDED SURVEY CONTROL
 TM0990
 TM0990  NAD 83(1986)-  48 59 55.23872(N)    112 07 45.93812(W) AD(       ) 3
 TM0990
 TM0990.Superseded values are not recommended for survey control.
 TM0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0990.See file dsdata.txt to determine how the superseded data were derived.
 TM0990
 TM0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV1738927923(NAD 83)
 TM0990_MARKER: Z = SEE DESCRIPTION
 TM0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0990+STABILITY: SURFACE MOTION
 TM0990
 TM0990  HISTORY     - Date     Condition        Report By
 TM0990  HISTORY     - 1909     MONUMENTED       IBC
 TM0990  HISTORY     - 1975     GOOD             IBC
 TM0990
 TM0990                          STATION DESCRIPTION
 TM0990
 TM0990'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0990'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0990'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0990'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0990'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0990'
 TM0990'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0990'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0990'---OCTOBER 20, 1818---.
 TM0990'
 TM0990'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0990'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0990'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0990'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0990'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0990'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0990'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0990'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0990'
 TM0990'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0990'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0990'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0990'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0990'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0990'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0990'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0990'AND---CANADA---ON THE WEST SIDE.
 TM0990'
 TM0990'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0990'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0990'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0990'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0990'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0990
 TM0990                          STATION RECOVERY (1975)
 TM0990
 TM0990'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0991 ***********************************************************************
 TM0991  DESIGNATION -  BOUNDARY MON 329 CD US
 TM0991  PID         -  TM0991
 TM0991  STATE/COUNTY-  MT/TOOLE
 TM0991  USGS QUAD   -  HILLSIDE COLONY (1968)
 TM0991
 TM0991                         *CURRENT SURVEY CONTROL
 TM0991  ___________________________________________________________________
 TM0991* NAD 83(1992)-  48 59 55.23563(N)    112 06 03.55868(W)     ADJUSTED  
 TM0991* NAVD 88     -      1113.     (meters)    3652.     (feet)  SCALED    
 TM0991  ___________________________________________________________________
 TM0991  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 TM0991  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 TM0991
 TM0991  HORZ ORDER  -  THIRD
 TM0991
 TM0991.The horizontal coordinates were established by classical geodetic methods
 TM0991.and adjusted by the National Geodetic Survey in July 1992..
 TM0991
 TM0991.The orthometric height was scaled from a topographic map.
 TM0991
 TM0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0991
 TM0991.The geoid height was determined by GEOID03.
 TM0991
 TM0991;                    North         East     Units Scale Factor Converg.
 TM0991;SPC MT       -   530,880.150   409,711.095   MT  0.99999919   -1 54 09.5
 TM0991;SPC MT       - 1,741,732.78  1,344,196.51   iFT  0.99999919   -1 54 09.5
 TM0991;UTM  12      - 5,427,892.626   419,469.470   MT  0.99967967   -0 49 51.4
 TM0991
 TM0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0991!SPC MT       -   0.99982797  x   0.99999919  =   0.99982716
 TM0991!UTM  12      -   0.99982797  x   0.99967967  =   0.99950769
 TM0991
 TM0991:                Primary Azimuth Mark                     Grid Az
 TM0991:SPC MT       -  CLIFF                                    120 25 11.2
 TM0991:UTM  12      -  CLIFF                                    119 20 53.1
 TM0991
 TM0991|---------------------------------------------------------------------|
 TM0991| PID    Reference Object                     Distance      Geod. Az  |
 TM0991|                                                           dddmmss.s |
 TM0991| TM0974 CLIFF                               APPROX. 4.4 KM 1183101.7 |
 TM0991|---------------------------------------------------------------------|
 TM0991
 TM0991                          SUPERSEDED SURVEY CONTROL
 TM0991
 TM0991  NAD 83(1986)-  48 59 55.23556(N)    112 06 03.55982(W) AD(       ) 3
 TM0991
 TM0991.Superseded values are not recommended for survey control.
 TM0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0991.See file dsdata.txt to determine how the superseded data were derived.
 TM0991
 TM0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV1946927893(NAD 83)
 TM0991_MARKER: Z = SEE DESCRIPTION
 TM0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0991+STABILITY: SURFACE MOTION
 TM0991
 TM0991  HISTORY     - Date     Condition        Report By
 TM0991  HISTORY     - 1909     MONUMENTED       IBC
 TM0991  HISTORY     - 1975     GOOD             IBC
 TM0991
 TM0991                          STATION DESCRIPTION
 TM0991
 TM0991'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0991'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0991'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0991'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0991'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0991'
 TM0991'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0991'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0991'---OCTOBER 20, 1818---.
 TM0991'
 TM0991'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0991'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0991'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0991'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0991'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0991'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0991'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0991'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0991'
 TM0991'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0991'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0991'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0991'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0991'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0991'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0991'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0991'AND---CANADA---ON THE WEST SIDE.
 TM0991'
 TM0991'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0991'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0991'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0991'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0991'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0991
 TM0991                          STATION RECOVERY (1975)
 TM0991
 TM0991'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0992 ***********************************************************************
 TM0992  DESIGNATION -  BOUNDARY MON 330 CD US
 TM0992  PID         -  TM0992
 TM0992  STATE/COUNTY-  MT/TOOLE
 TM0992  USGS QUAD   -  HILLSIDE COLONY (1968)
 TM0992
 TM0992                         *CURRENT SURVEY CONTROL
 TM0992  ___________________________________________________________________
 TM0992* NAD 83(1992)-  48 59 55.20449(N)    112 03 50.80361(W)     ADJUSTED  
 TM0992* NAVD 88     -      1094.     (meters)    3589.     (feet)  SCALED    
 TM0992  ___________________________________________________________________
 TM0992  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 TM0992  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 TM0992
 TM0992  HORZ ORDER  -  THIRD
 TM0992
 TM0992.The horizontal coordinates were established by classical geodetic methods
 TM0992.and adjusted by the National Geodetic Survey in July 1992..
 TM0992
 TM0992.The orthometric height was scaled from a topographic map.
 TM0992
 TM0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0992
 TM0992.The geoid height was determined by GEOID03.
 TM0992
 TM0992;                    North         East     Units Scale Factor Converg.
 TM0992;SPC MT       -   530,790.234   412,407.979   MT  0.99999918   -1 52 32.4
 TM0992;SPC MT       - 1,741,437.78  1,353,044.55   iFT  0.99999918   -1 52 32.4
 TM0992;UTM  12      - 5,427,853.199   422,166.695   MT  0.99967442   -0 48 11.2
 TM0992
 TM0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0992!SPC MT       -   0.99983095  x   0.99999918  =   0.99983013
 TM0992!UTM  12      -   0.99983095  x   0.99967442  =   0.99950542
 TM0992
 TM0992:                Primary Azimuth Mark                     Grid Az
 TM0992:SPC MT       -  CLIFF                                    152 41 50.8
 TM0992:UTM  12      -  CLIFF                                    151 37 29.6
 TM0992
 TM0992|---------------------------------------------------------------------|
 TM0992| PID    Reference Object                     Distance      Geod. Az  |
 TM0992|                                                           dddmmss.s |
 TM0992| TM0974 CLIFF                               APPROX. 2.4 KM 1504918.4 |
 TM0992|---------------------------------------------------------------------|
 TM0992
 TM0992                          SUPERSEDED SURVEY CONTROL
 TM0992
 TM0992  NAD 83(1986)-  48 59 55.20374(N)    112 03 50.80452(W) AD(       ) 3
 TM0992
 TM0992.Superseded values are not recommended for survey control.
 TM0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0992.See file dsdata.txt to determine how the superseded data were derived.
 TM0992
 TM0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV2216727853(NAD 83)
 TM0992_MARKER: Z = SEE DESCRIPTION
 TM0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0992+STABILITY: SURFACE MOTION
 TM0992
 TM0992  HISTORY     - Date     Condition        Report By
 TM0992  HISTORY     - 1909     MONUMENTED       IBC
 TM0992  HISTORY     - 1975     GOOD             IBC
 TM0992
 TM0992                          STATION DESCRIPTION
 TM0992
 TM0992'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM0992'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0992'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0992'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0992'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0992'
 TM0992'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0992'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0992'---OCTOBER 20, 1818---.
 TM0992'
 TM0992'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0992'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0992'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0992'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0992'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0992'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0992'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0992'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0992'
 TM0992'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0992'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0992'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0992'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0992'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0992'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0992'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0992'AND---CANADA---ON THE WEST SIDE.
 TM0992'
 TM0992'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0992'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0992'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0992'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0992'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0992
 TM0992                          STATION RECOVERY (1975)
 TM0992
 TM0992'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0993 ***********************************************************************
 TM0993  DESIGNATION -  BOUNDARY MON 331 CD US
 TM0993  PID         -  TM0993
 TM0993  STATE/COUNTY-  MT/TOOLE
 TM0993  USGS QUAD   -  HILLSIDE COLONY (1968)
 TM0993
 TM0993                         *CURRENT SURVEY CONTROL
 TM0993  ___________________________________________________________________
 TM0993* NAD 83(1992)-  48 59 55.17267(N)    112 01 25.07364(W)     ADJUSTED  
 TM0993* NAVD 88     -      1089.     (meters)    3573.     (feet)  SCALED    
 TM0993  ___________________________________________________________________
 TM0993  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 TM0993  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 TM0993
 TM0993  HORZ ORDER  -  THIRD
 TM0993
 TM0993.The horizontal coordinates were established by classical geodetic methods
 TM0993.and adjusted by the National Geodetic Survey in July 1992..
 TM0993
 TM0993.The orthometric height was scaled from a topographic map.
 TM0993
 TM0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0993
 TM0993.The geoid height was determined by GEOID03.
 TM0993
 TM0993;                    North         East     Units Scale Factor Converg.
 TM0993;SPC MT       -   530,693.065   415,368.496   MT  0.99999917   -1 50 45.8
 TM0993;SPC MT       - 1,741,118.98  1,362,757.53   iFT  0.99999917   -1 50 45.8
 TM0993;UTM  12      - 5,427,811.501   425,127.542   MT  0.99966887   -0 46 21.2
 TM0993
 TM0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0993!SPC MT       -   0.99983173  x   0.99999917  =   0.99983090
 TM0993!UTM  12      -   0.99983173  x   0.99966887  =   0.99950066
 TM0993
 TM0993:                Primary Azimuth Mark                     Grid Az
 TM0993:SPC MT       -  TENNANT                                  062 05 07.3
 TM0993:UTM  12      -  TENNANT                                  061 00 42.7
 TM0993
 TM0993|---------------------------------------------------------------------|
 TM0993| PID    Reference Object                     Distance      Geod. Az  |
 TM0993|                                                           dddmmss.s |
 TM0993| TL0611 TENNANT                             APPROX. 4.1 KM 0601421.5 |
 TM0993|---------------------------------------------------------------------|
 TM0993
 TM0993                          SUPERSEDED SURVEY CONTROL
 TM0993
 TM0993  NAD 83(1986)-  48 59 55.17283(N)    112 01 25.07417(W) AD(       ) 3
 TM0993
 TM0993.Superseded values are not recommended for survey control.
 TM0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0993.See file dsdata.txt to determine how the superseded data were derived.
 TM0993
 TM0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV2512827812(NAD 83)
 TM0993_MARKER: Z = SEE DESCRIPTION
 TM0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0993+STABILITY: SURFACE MOTION
 TM0993
 TM0993  HISTORY     - Date     Condition        Report By
 TM0993  HISTORY     - 1908     MONUMENTED       IBC
 TM0993  HISTORY     - 1975     GOOD             IBC
 TM0993
 TM0993                          STATION DESCRIPTION
 TM0993
 TM0993'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TM0993'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TM0993'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TM0993'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TM0993'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TM0993'
 TM0993'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TM0993'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TM0993'---OCTOBER 20, 1818---.
 TM0993'
 TM0993'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TM0993'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TM0993'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TM0993'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TM0993'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TM0993'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TM0993'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TM0993'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TM0993'
 TM0993'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TM0993'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TM0993'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TM0993'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TM0993'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TM0993'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TM0993'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TM0993'AND---CANADA---ON THE WEST SIDE.
 TM0993'
 TM0993'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TM0993'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TM0993'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TM0993'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TM0993'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TM0993
 TM0993                          STATION RECOVERY (1975)
 TM0993
 TM0993'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TM0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0777 ***********************************************************************
 TL0777  DESIGNATION -  BOUNDARY MON 332 CD US
 TL0777  PID         -  TL0777
 TL0777  STATE/COUNTY-  MT/TOOLE
 TL0777  USGS QUAD   -  SUNBURST (1986)
 TL0777
 TL0777                         *CURRENT SURVEY CONTROL
 TL0777  ___________________________________________________________________
 TL0777* NAD 83(1992)-  48 59 54.73297(N)    111 59 43.28799(W)     ADJUSTED  
 TL0777* NAVD 88     -      1066.     (meters)    3497.     (feet)  SCALED    
 TL0777  ___________________________________________________________________
 TL0777  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 TL0777  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 TL0777
 TL0777  HORZ ORDER  -  THIRD
 TL0777
 TL0777.The horizontal coordinates were established by classical geodetic methods
 TL0777.and adjusted by the National Geodetic Survey in July 1992..
 TL0777
 TL0777.The orthometric height was scaled from a topographic map.
 TL0777
 TL0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0777
 TL0777.The geoid height was determined by GEOID03.
 TL0777
 TL0777;                    North         East     Units Scale Factor Converg.
 TL0777;SPC MT       -   530,613.215   417,435.899   MT  0.99999910   -1 49 31.3
 TL0777;SPC MT       - 1,740,857.00  1,369,540.35   iFT  0.99999910   -1 49 31.3
 TL0777;UTM  12      - 5,427,770.422   427,195.392   MT  0.99966511   -0 45 04.4
 TL0777
 TL0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0777!SPC MT       -   0.99983534  x   0.99999910  =   0.99983444
 TL0777!UTM  12      -   0.99983534  x   0.99966511  =   0.99950050
 TL0777
 TL0777:                Primary Azimuth Mark                     Grid Az
 TL0777:SPC MT       -  CLIFF                                    243 22 20.8
 TL0777:UTM  12      -  CLIFF                                    242 17 53.9
 TL0777
 TL0777|---------------------------------------------------------------------|
 TL0777| PID    Reference Object                     Distance      Geod. Az  |
 TL0777|                                                           dddmmss.s |
 TL0777| TM0974 CLIFF                               APPROX. 4.4 KM 2413249.5 |
 TL0777|---------------------------------------------------------------------|
 TL0777
 TL0777                          SUPERSEDED SURVEY CONTROL
 TL0777
 TL0777  NAD 83(1986)-  48 59 54.73307(N)    111 59 43.28798(W) AD(       ) 3
 TL0777
 TL0777.Superseded values are not recommended for survey control.
 TL0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0777.See file dsdata.txt to determine how the superseded data were derived.
 TL0777
 TL0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV2719527770(NAD 83)
 TL0777_MARKER: Z = SEE DESCRIPTION
 TL0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0777+STABILITY: SURFACE MOTION
 TL0777
 TL0777  HISTORY     - Date     Condition        Report By
 TL0777  HISTORY     - 1908     MONUMENTED       IBC
 TL0777  HISTORY     - 1965     GOOD             IBC
 TL0777  HISTORY     - 1975     GOOD             IBC
 TL0777
 TL0777                          STATION DESCRIPTION
 TL0777
 TL0777'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0777'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0777'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0777'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0777'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0777'
 TL0777'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0777'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0777'---OCTOBER 20, 1818---.
 TL0777'
 TL0777'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0777'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0777'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0777'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0777'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0777'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0777'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0777'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0777'
 TL0777'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0777'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0777'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0777'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0777'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0777'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0777'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0777'AND---CANADA---ON THE WEST SIDE.
 TL0777'
 TL0777'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0777'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0777'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0777'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0777'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0777
 TL0777                          STATION RECOVERY (1965)
 TL0777
 TL0777'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TL0777'RECOVERED IN GOOD CONDITION.
 TL0777
 TL0777                          STATION RECOVERY (1975)
 TL0777
 TL0777'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0779 ***********************************************************************
 TL0779  DESIGNATION -  BOUNDARY MON 333 A
 TL0779  PID         -  TL0779
 TL0779  STATE/COUNTY-  MT/TOOLE
 TL0779  USGS QUAD   -  SUNBURST (1986)
 TL0779
 TL0779                         *CURRENT SURVEY CONTROL
 TL0779  ___________________________________________________________________
 TL0779* NAD 83(1992)-  48 59 54.18598(N)    111 57 35.44700(W)     ADJUSTED  
 TL0779* NAVD 88     -      1083.     (meters)    3553.     (feet)  SCALED    
 TL0779  ___________________________________________________________________
 TL0779  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 TL0779  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0779
 TL0779  HORZ ORDER  -  THIRD
 TL0779
 TL0779.The horizontal coordinates were established by classical geodetic methods
 TL0779.and adjusted by the National Geodetic Survey in July 1992..
 TL0779
 TL0779.The orthometric height was scaled from a topographic map.
 TL0779
 TL0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0779
 TL0779.The geoid height was determined by GEOID03.
 TL0779
 TL0779;                    North         East     Units Scale Factor Converg.
 TL0779;SPC MT       -   530,514.144   420,032.575   MT  0.99999901   -1 47 57.8
 TL0779;SPC MT       - 1,740,531.97  1,378,059.63   iFT  0.99999901   -1 47 57.8
 TL0779;UTM  12      - 5,427,720.082   429,792.595   MT  0.99966055   -0 43 27.9
 TL0779
 TL0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0779!SPC MT       -   0.99983268  x   0.99999901  =   0.99983169
 TL0779!UTM  12      -   0.99983268  x   0.99966055  =   0.99949328
 TL0779
 TL0779|---------------------------------------------------------------------|
 TL0779| PID    Reference Object                     Distance      Geod. Az  |
 TL0779|                                                           dddmmss.s |
 TL0779| TL0780 BOUNDARY MON 333 B                   16.518 METERS 09022     |
 TL0779| TL0778 BOUNDARY MONUMENT 333 CD US RESET   APPROX. 0.7 KM 2702159.3 |
 TL0779|---------------------------------------------------------------------|
 TL0779
 TL0779                          SUPERSEDED SURVEY CONTROL
 TL0779
 TL0779  NAD 83(1986)-  48 59 54.18882(N)    111 57 35.44908(W) AD(       ) 3
 TL0779
 TL0779.Superseded values are not recommended for survey control.
 TL0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0779.See file dsdata.txt to determine how the superseded data were derived.
 TL0779
 TL0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV2979327720(NAD 83)
 TL0779_MARKER: U = CONCRETE POST
 TL0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0779+STABILITY: SURFACE MOTION
 TL0779
 TL0779  HISTORY     - Date     Condition        Report By
 TL0779  HISTORY     - 1937     MONUMENTED       IBC
 TL0779  HISTORY     - 1944     GOOD             IBC
 TL0779  HISTORY     - 1945     GOOD             IBC
 TL0779  HISTORY     - 1953     GOOD             IBC
 TL0779  HISTORY     - 1958     GOOD             IBC
 TL0779  HISTORY     - 1965     GOOD             IBC
 TL0779  HISTORY     - 1975     GOOD             IBC
 TL0779
 TL0779                          STATION DESCRIPTION
 TL0779
 TL0779'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TL0779'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TL0779'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TL0779'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TL0779'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TL0779'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TL0779'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TL0779'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TL0779'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TL0779'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TL0779'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TL0779'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TL0779'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TL0779'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TL0779'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TL0779'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TL0779'CONCRETE.
 TL0779'
 TL0779'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TL0779'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TL0779'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TL0779'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TL0779'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TL0779'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TL0779'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TL0779'333 AND 334, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TL0779'CROSSING ON HIGHWAY US NO 91, ALBERTA NO 4, BETWEEN SWEETGRASS,
 TL0779'MONTANA, AND COUTTS, ALBERTA.
 TL0779
 TL0779                          STATION RECOVERY (1944)
 TL0779
 TL0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1944
 TL0779'RECOVERED IN GOOD CONDITION.
 TL0779
 TL0779                          STATION RECOVERY (1945)
 TL0779
 TL0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TL0779'RECOVERED IN GOOD CONDITION.
 TL0779
 TL0779                          STATION RECOVERY (1953)
 TL0779
 TL0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TL0779'RECOVERED IN GOOD CONDITION.
 TL0779
 TL0779                          STATION RECOVERY (1958)
 TL0779
 TL0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958
 TL0779'RECOVERED IN GOOD CONDITION.
 TL0779
 TL0779                          STATION RECOVERY (1965)
 TL0779
 TL0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TL0779'RECOVERED IN GOOD CONDITION.
 TL0779
 TL0779                          STATION RECOVERY (1975)
 TL0779
 TL0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0780 ***********************************************************************
 TL0780  DESIGNATION -  BOUNDARY MON 333 B
 TL0780  PID         -  TL0780
 TL0780  STATE/COUNTY-  MT/TOOLE
 TL0780  USGS QUAD   -  SUNBURST (1986)
 TL0780
 TL0780                         *CURRENT SURVEY CONTROL
 TL0780  ___________________________________________________________________
 TL0780* NAD 83(1992)-  48 59 54.18257(N)    111 57 34.63437(W)     ADJUSTED  
 TL0780* NAVD 88     -      1083.     (meters)    3553.     (feet)  SCALED    
 TL0780  ___________________________________________________________________
 TL0780  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 TL0780  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0780
 TL0780  HORZ ORDER  -  THIRD
 TL0780
 TL0780.The horizontal coordinates were established by classical geodetic methods
 TL0780.and adjusted by the National Geodetic Survey in July 1992..
 TL0780
 TL0780.The orthometric height was scaled from a topographic map.
 TL0780
 TL0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0780
 TL0780.The geoid height was determined by GEOID03.
 TL0780
 TL0780;                    North         East     Units Scale Factor Converg.
 TL0780;SPC MT       -   530,513.520   420,049.081   MT  0.99999901   -1 47 57.2
 TL0780;SPC MT       - 1,740,529.92  1,378,113.78   iFT  0.99999901   -1 47 57.2
 TL0780;UTM  12      - 5,427,719.768   429,809.104   MT  0.99966052   -0 43 27.3
 TL0780
 TL0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0780!SPC MT       -   0.99983268  x   0.99999901  =   0.99983169
 TL0780!UTM  12      -   0.99983268  x   0.99966052  =   0.99949325
 TL0780
 TL0780                          SUPERSEDED SURVEY CONTROL
 TL0780
 TL0780  NAD 83(1986)-  48 59 54.18541(N)    111 57 34.63658(W) AD(       ) 3
 TL0780
 TL0780.Superseded values are not recommended for survey control.
 TL0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0780.See file dsdata.txt to determine how the superseded data were derived.
 TL0780
 TL0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV2980927720(NAD 83)
 TL0780_MARKER: U = CONCRETE POST
 TL0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0780+STABILITY: SURFACE MOTION
 TL0780
 TL0780  HISTORY     - Date     Condition        Report By
 TL0780  HISTORY     - 1937     MONUMENTED       IBC
 TL0780  HISTORY     - 1944     GOOD             IBC
 TL0780  HISTORY     - 1945     GOOD             IBC
 TL0780  HISTORY     - 1953     GOOD             IBC
 TL0780  HISTORY     - 1958     GOOD             IBC
 TL0780  HISTORY     - 1965     GOOD             IBC
 TL0780  HISTORY     - 1971     GOOD             IBC
 TL0780  HISTORY     - 1975     GOOD             IBC
 TL0780
 TL0780                          STATION DESCRIPTION
 TL0780
 TL0780'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TL0780'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TL0780'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TL0780'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TL0780'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TL0780'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TL0780'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TL0780'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TL0780'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TL0780'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TL0780'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TL0780'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TL0780'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TL0780'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TL0780'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TL0780'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TL0780'CONCRETE.
 TL0780'
 TL0780'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TL0780'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TL0780'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TL0780'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TL0780'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TL0780'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TL0780'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TL0780'333 AND 334, ON THE EAST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TL0780'CROSSING ON HIGHWAY US NO 91, ALBERTA NO 4, BETWEEN SWEETGRASS,
 TL0780'MONTANA, AND COUTTS, ALBERTA.
 TL0780
 TL0780                          STATION RECOVERY (1944)
 TL0780
 TL0780'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1944
 TL0780'RECOVERED IN GOOD CONDITION.
 TL0780
 TL0780                          STATION RECOVERY (1945)
 TL0780
 TL0780'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TL0780'RECOVERED IN GOOD CONDITION.
 TL0780
 TL0780                          STATION RECOVERY (1953)
 TL0780
 TL0780'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TL0780'RECOVERED IN GOOD CONDITION.
 TL0780
 TL0780                          STATION RECOVERY (1958)
 TL0780
 TL0780'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958
 TL0780'RECOVERED IN GOOD CONDITION.
 TL0780
 TL0780                          STATION RECOVERY (1965)
 TL0780
 TL0780'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TL0780'RECOVERED IN GOOD CONDITION.
 TL0780
 TL0780                          STATION RECOVERY (1971)
 TL0780
 TL0780'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TL0780'RECOVERED IN GOOD CONDITION.
 TL0780
 TL0780                          STATION RECOVERY (1975)
 TL0780
 TL0780'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0781 ***********************************************************************
 TL0781  DESIGNATION -  BOUNDARY MON 334 CD US
 TL0781  PID         -  TL0781
 TL0781  STATE/COUNTY-  MT/TOOLE
 TL0781  USGS QUAD   -  SUNBURST (1986)
 TL0781
 TL0781                         *CURRENT SURVEY CONTROL
 TL0781  ___________________________________________________________________
 TL0781* NAD 83(1992)-  48 59 54.16916(N)    111 57 31.44102(W)     ADJUSTED  
 TL0781* NAVD 88     -      1083.     (meters)    3553.     (feet)  SCALED    
 TL0781  ___________________________________________________________________
 TL0781  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 TL0781  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0781
 TL0781  HORZ ORDER  -  THIRD
 TL0781
 TL0781.The horizontal coordinates were established by classical geodetic methods
 TL0781.and adjusted by the National Geodetic Survey in July 1992..
 TL0781
 TL0781.The orthometric height was scaled from a topographic map.
 TL0781
 TL0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0781
 TL0781.The geoid height was determined by GEOID03.
 TL0781
 TL0781;                    North         East     Units Scale Factor Converg.
 TL0781;SPC MT       -   530,511.068   420,113.944   MT  0.99999900   -1 47 54.9
 TL0781;SPC MT       - 1,740,521.88  1,378,326.59   iFT  0.99999900   -1 47 54.9
 TL0781;UTM  12      - 5,427,718.534   429,873.980   MT  0.99966041   -0 43 24.9
 TL0781
 TL0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0781!SPC MT       -   0.99983268  x   0.99999900  =   0.99983168
 TL0781!UTM  12      -   0.99983268  x   0.99966041  =   0.99949314
 TL0781
 TL0781:                Primary Azimuth Mark                     Grid Az
 TL0781:SPC MT       -  BOUNDARY MONUMENT 333 CD US RESET        272 09 56.8
 TL0781:UTM  12      -  BOUNDARY MONUMENT 333 CD US RESET        271 05 26.8
 TL0781
 TL0781|---------------------------------------------------------------------|
 TL0781| PID    Reference Object                     Distance      Geod. Az  |
 TL0781|                                                           dddmmss.s |
 TL0781| TL0778 BOUNDARY MONUMENT 333 CD US RESET   APPROX. 0.8 KM 2702201.9 |
 TL0781|---------------------------------------------------------------------|
 TL0781
 TL0781                          SUPERSEDED SURVEY CONTROL
 TL0781
 TL0781  NAD 83(1986)-  48 59 54.17202(N)    111 57 31.44337(W) AD(       ) 3
 TL0781
 TL0781.Superseded values are not recommended for survey control.
 TL0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0781.See file dsdata.txt to determine how the superseded data were derived.
 TL0781
 TL0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV2987427719(NAD 83)
 TL0781_MARKER: Z = SEE DESCRIPTION
 TL0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0781+STABILITY: SURFACE MOTION
 TL0781
 TL0781  HISTORY     - Date     Condition        Report By
 TL0781  HISTORY     - 1908     MONUMENTED       IBC
 TL0781  HISTORY     - 1941     GOOD             IBC
 TL0781  HISTORY     - 1945     GOOD             IBC
 TL0781  HISTORY     - 1965     GOOD             IBC
 TL0781  HISTORY     - 1975     GOOD             IBC
 TL0781
 TL0781                          STATION DESCRIPTION
 TL0781
 TL0781'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0781'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0781'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0781'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0781'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0781'
 TL0781'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0781'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0781'---OCTOBER 20, 1818---.
 TL0781'
 TL0781'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0781'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0781'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0781'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0781'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0781'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0781'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0781'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0781'
 TL0781'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0781'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0781'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0781'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0781'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0781'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0781'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0781'AND---CANADA---ON THE WEST SIDE.
 TL0781'
 TL0781'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0781'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0781'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0781'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0781'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0781
 TL0781                          STATION RECOVERY (1941)
 TL0781
 TL0781'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TL0781'RECOVERED IN GOOD CONDITION.
 TL0781
 TL0781                          STATION RECOVERY (1945)
 TL0781
 TL0781'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TL0781'RECOVERED IN GOOD CONDITION.
 TL0781
 TL0781                          STATION RECOVERY (1965)
 TL0781
 TL0781'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TL0781'RECOVERED IN GOOD CONDITION.
 TL0781
 TL0781                          STATION RECOVERY (1975)
 TL0781
 TL0781'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0741 ***********************************************************************
 TL0741  DESIGNATION -  BOUNDARY MON 335 CD US
 TL0741  PID         -  TL0741
 TL0741  STATE/COUNTY-  MT/TOOLE
 TL0741  USGS QUAD   -  SUNBURST (1986)
 TL0741
 TL0741                         *CURRENT SURVEY CONTROL
 TL0741  ___________________________________________________________________
 TL0741* NAD 83(1999)-  48 59 53.97503(N)    111 56 41.46841(W)     ADJUSTED  
 TL0741* NAVD 88     -      1084.5    (meters)    3558.     (feet)  GPS OBS   
 TL0741  ___________________________________________________________________
 TL0741  X           -  -1,567,086.279 (meters)                     COMP
 TL0741  Y           -  -3,889,448.786 (meters)                     COMP
 TL0741  Z           -   4,791,243.584 (meters)                     COMP
 TL0741  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 TL0741  ELLIP HEIGHT-        1069.24  (meters)          (05/11/01) GPS OBS
 TL0741  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0741
 TL0741  HORZ ORDER  -  FIRST
 TL0741  ELLP ORDER  -  FIFTH     CLASS II
 TL0741
 TL0741.The horizontal coordinates were established by GPS observations
 TL0741.and adjusted by the National Geodetic Survey in May 2001..
 TL0741.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TL0741.DATUM ITEM on the data sheet items page.
 TL0741
 TL0741.The orthometric height was determined by GPS observations and a
 TL0741.high-resolution geoid model.
 TL0741
 TL0741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0741
 TL0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0741
 TL0741.The ellipsoidal height was determined by GPS observations
 TL0741.and is referenced to NAD 83.
 TL0741
 TL0741.The geoid height was determined by GEOID03.
 TL0741
 TL0741;                    North         East     Units Scale Factor Converg.
 TL0741;SPC MT       -   530,473.284   421,129.010   MT  0.99999897   -1 47 18.3
 TL0741;SPC MT       - 1,740,397.91  1,381,656.86   iFT  0.99999897   -1 47 18.3
 TL0741;UTM  12      - 5,427,699.810   430,889.231   MT  0.99965867   -0 42 47.2
 TL0741
 TL0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0741!SPC MT       -   0.99983246  x   0.99999897  =   0.99983143
 TL0741!UTM  12      -   0.99983246  x   0.99965867  =   0.99949119
 TL0741
 TL0741:                Primary Azimuth Mark                     Grid Az
 TL0741:SPC MT       -  BOUNDARY MON 334 CD US                   272 08 03.5
 TL0741:UTM  12      -  BOUNDARY MON 334 CD US                   271 03 32.4
 TL0741
 TL0741|---------------------------------------------------------------------|
 TL0741| PID    Reference Object                     Distance      Geod. Az  |
 TL0741|                                                           dddmmss.s |
 TL0741| TL0781 BOUNDARY MON 334 CD US              APPROX. 1.0 KM 2702045.2 |
 TL0741|---------------------------------------------------------------------|
 TL0741
 TL0741                          SUPERSEDED SURVEY CONTROL
 TL0741
 TL0741  NAD 83(1992)-  48 59 53.97411(N)    111 56 41.46774(W) AD(       ) 1
 TL0741  ELLIP H (07/31/96) 1069.29   (m)                       GP(       ) 4 2
 TL0741  NAD 83(1992)-  48 59 53.97329(N)    111 56 41.44227(W) AD(       ) 1
 TL0741  ELLIP H (07/28/92) 1070.05   (m)                       GP(       ) 5 1
 TL0741  NAD 83(1986)-  48 59 53.97643(N)    111 56 41.44472(W) AD(       ) 1
 TL0741  NGVD 29 (08/25/89) 1084.2    (m)         3557.     (f) GPS OBS        
 TL0741
 TL0741.Superseded values are not recommended for survey control.
 TL0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0741.See file dsdata.txt to determine how the superseded data were derived.
 TL0741
 TL0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV3088927700(NAD 83)
 TL0741_MARKER: DU = BOUNDARY MARKER
 TL0741_SETTING: 0 = UNSPECIFIED SETTING
 TL0741_MARK LOGO: IBC   
 TL0741_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0741+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 TL0741
 TL0741  HISTORY     - Date     Condition        Report By
 TL0741  HISTORY     - 1908     MONUMENTED       IBC
 TL0741  HISTORY     - 1908     GOOD             IBC
 TL0741  HISTORY     - 1945     GOOD             IBC
 TL0741  HISTORY     - 1965     GOOD             IBC
 TL0741  HISTORY     - 1975     GOOD             IBC
 TL0741  HISTORY     - 19880721 SEE DESCRIPTION  NGS
 TL0741  HISTORY     - 19960606 GOOD             MTDOT
 TL0741
 TL0741                          STATION DESCRIPTION
 TL0741
 TL0741'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0741'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0741'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0741'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0741'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0741'
 TL0741'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0741'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0741'---OCTOBER 20, 1818---.
 TL0741'
 TL0741'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0741'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0741'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0741'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0741'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0741'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0741'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0741'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0741'
 TL0741'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0741'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0741'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0741'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0741'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0741'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0741'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0741'AND---CANADA---ON THE WEST SIDE.
 TL0741'
 TL0741'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0741'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0741'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0741'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0741'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0741
 TL0741                          STATION RECOVERY (1908)
 TL0741
 TL0741'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1908
 TL0741'RECOVERED IN GOOD CONDITION.
 TL0741
 TL0741                          STATION RECOVERY (1945)
 TL0741
 TL0741'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TL0741'RECOVERED IN GOOD CONDITION.
 TL0741
 TL0741                          STATION RECOVERY (1965)
 TL0741
 TL0741'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TL0741'RECOVERED IN GOOD CONDITION.
 TL0741
 TL0741                          STATION RECOVERY (1975)
 TL0741
 TL0741'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0741'RECOVERED IN GOOD CONDITION.
 TL0741
 TL0741                          STATION RECOVERY (1988)
 TL0741
 TL0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TL0741'THE MONUMENT IS LOCATED ABOUT 1.2 KM (0.75 MI) EAST OF THE SWEETGRASS,
 TL0741'MONTANA - COUTTS, ALBERTA BORDER CROSSING.
 TL0741'TO REACH THE MONUMENT FROM THE OVERPASS OVER INTERSTATE HIGHWAY 15 AT
 TL0741'THE SOUTH EDGE OF SWEETGRASS, GO EAST ON A PAVED ROAD FOR 0.5 KM
 TL0741'(0.30 MI) TO WHERE THE ROAD TURNS NORTH JUST AFTER CROSSING A RAILROAD
 TL0741'TRACK.  CONTINUE NORTH ON THE PAVED ROAD, WHICH TURNS TO GRAVEL, FOR
 TL0741'0.6 KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON THE
 TL0741'GRAVEL ROAD FOR 1.0 KM (0.60 MI) TO THE MONUMENT ON THE LEFT.
 TL0741'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.4 M (4.6 FT)
 TL0741'ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT PROJECTS
 TL0741'ABOUT 0.6 M (2.0 FT) ABOVE THE SURFACE.  INSCRIBED ON THE OBELISK IN
 TL0741'RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE,
 TL0741'--TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH
 TL0741'SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --335-- IS DRILLED
 TL0741'NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TL0741'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 2 CM TO THE WEST.
 TL0741'THE POINT POSITIONED BY GPS IS A PUNCH MARK ON THE EAST FACE OF THE
 TL0741'TOP OF THE OBELISK AND 2 CM EAST OF THE APEX.  THE AREA AROUND THE
 TL0741'PUNCH MARK WAS BUFFED BY AN EMERY WHEEL.  MONUMENT POSITIONS
 TL0741'REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE DATE BY THE
 TL0741'IBC.  THE GPS POSITION OF THE PUNCH MARK WILL BE HELD FIXED DURING
 TL0741'REPLUMBING.
 TL0741'TYPED BY E.A.R.
 TL0741
 TL0741                          STATION RECOVERY (1996)
 TL0741
 TL0741'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TL0741'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0782 ***********************************************************************
 TL0782  DESIGNATION -  BOUNDARY MON 336 CD US
 TL0782  PID         -  TL0782
 TL0782  STATE/COUNTY-  MT/TOOLE
 TL0782  USGS QUAD   -  SUNBURST (1986)
 TL0782
 TL0782                         *CURRENT SURVEY CONTROL
 TL0782  ___________________________________________________________________
 TL0782* NAD 83(1992)-  48 59 53.54047(N)    111 54 52.70681(W)     ADJUSTED  
 TL0782* NAVD 88     -      1099.     (meters)    3606.     (feet)  SCALED    
 TL0782  ___________________________________________________________________
 TL0782  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 TL0782  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0782
 TL0782  HORZ ORDER  -  THIRD
 TL0782
 TL0782.The horizontal coordinates were established by classical geodetic methods
 TL0782.and adjusted by the National Geodetic Survey in July 1992..
 TL0782
 TL0782.The orthometric height was scaled from a topographic map.
 TL0782
 TL0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0782
 TL0782.The geoid height was determined by GEOID03.
 TL0782
 TL0782;                    North         East     Units Scale Factor Converg.
 TL0782;SPC MT       -   530,391.299   423,338.238   MT  0.99999890   -1 45 58.8
 TL0782;SPC MT       - 1,740,128.93  1,388,904.98   iFT  0.99999890   -1 45 58.8
 TL0782;UTM  12      - 5,427,659.327   433,098.853   MT  0.99965498   -0 41 25.1
 TL0782
 TL0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0782!SPC MT       -   0.99983017  x   0.99999890  =   0.99982907
 TL0782!UTM  12      -   0.99983017  x   0.99965498  =   0.99948521
 TL0782
 TL0782:                Primary Azimuth Mark                     Grid Az
 TL0782:SPC MT       -  BOUNDARY MON 335 CD US                   272 07 30.2
 TL0782:UTM  12      -  BOUNDARY MON 335 CD US                   271 02 56.5
 TL0782
 TL0782|---------------------------------------------------------------------|
 TL0782| PID    Reference Object                     Distance      Geod. Az  |
 TL0782|                                                           dddmmss.s |
 TL0782| TL0741 BOUNDARY MON 335 CD US              APPROX. 2.2 KM 2702131.4 |
 TL0782|---------------------------------------------------------------------|
 TL0782
 TL0782                          SUPERSEDED SURVEY CONTROL
 TL0782
 TL0782  NAD 83(1986)-  48 59 53.54271(N)    111 54 52.70878(W) AD(       ) 3
 TL0782
 TL0782.Superseded values are not recommended for survey control.
 TL0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0782.See file dsdata.txt to determine how the superseded data were derived.
 TL0782
 TL0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV3309927659(NAD 83)
 TL0782_MARKER: Z = SEE DESCRIPTION
 TL0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0782+STABILITY: SURFACE MOTION
 TL0782
 TL0782  HISTORY     - Date     Condition        Report By
 TL0782  HISTORY     - 1908     MONUMENTED       IBC
 TL0782  HISTORY     - 1975     GOOD             IBC
 TL0782
 TL0782                          STATION DESCRIPTION
 TL0782
 TL0782'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0782'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0782'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0782'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0782'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0782'
 TL0782'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0782'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0782'---OCTOBER 20, 1818---.
 TL0782'
 TL0782'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0782'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0782'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0782'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0782'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0782'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0782'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0782'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0782'
 TL0782'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0782'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0782'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0782'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0782'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0782'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0782'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0782'AND---CANADA---ON THE WEST SIDE.
 TL0782'
 TL0782'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0782'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0782'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0782'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0782'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0782
 TL0782                          STATION RECOVERY (1975)
 TL0782
 TL0782'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0783 ***********************************************************************
 TL0783  DESIGNATION -  BOUNDARY MON 337 CD US
 TL0783  PID         -  TL0783
 TL0783  STATE/COUNTY-  MT/TOOLE
 TL0783  USGS QUAD   -  SUNBURST (1986)
 TL0783
 TL0783                         *CURRENT SURVEY CONTROL
 TL0783  ___________________________________________________________________
 TL0783* NAD 83(1992)-  48 59 53.24916(N)    111 53 40.98761(W)     ADJUSTED  
 TL0783* NAVD 88     -      1072.     (meters)    3517.     (feet)  SCALED    
 TL0783  ___________________________________________________________________
 TL0783  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 TL0783  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TL0783
 TL0783  HORZ ORDER  -  THIRD
 TL0783
 TL0783.The horizontal coordinates were established by classical geodetic methods
 TL0783.and adjusted by the National Geodetic Survey in July 1992..
 TL0783
 TL0783.The orthometric height was scaled from a topographic map.
 TL0783
 TL0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0783
 TL0783.The geoid height was determined by GEOID03.
 TL0783
 TL0783;                    North         East     Units Scale Factor Converg.
 TL0783;SPC MT       -   530,337.556   424,795.055   MT  0.99999885   -1 45 06.3
 TL0783;SPC MT       - 1,739,952.61  1,393,684.56   iFT  0.99999885   -1 45 06.3
 TL0783;UTM  12      - 5,427,632.966   434,555.920   MT  0.99965261   -0 40 30.9
 TL0783
 TL0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0783!SPC MT       -   0.99983440  x   0.99999885  =   0.99983325
 TL0783!UTM  12      -   0.99983440  x   0.99965261  =   0.99948707
 TL0783
 TL0783:                Primary Azimuth Mark                     Grid Az
 TL0783:SPC MT       -  BOUNDARY MON 336 CD US                   272 06 46.6
 TL0783:UTM  12      -  BOUNDARY MON 336 CD US                   271 02 11.2
 TL0783
 TL0783|---------------------------------------------------------------------|
 TL0783| PID    Reference Object                     Distance      Geod. Az  |
 TL0783|                                                           dddmmss.s |
 TL0783| TL0782 BOUNDARY MON 336 CD US              APPROX. 1.5 KM 2702140.3 |
 TL0783|---------------------------------------------------------------------|
 TL0783
 TL0783                          SUPERSEDED SURVEY CONTROL
 TL0783
 TL0783  NAD 83(1986)-  48 59 53.25058(N)    111 53 40.98910(W) AD(       ) 3
 TL0783
 TL0783.Superseded values are not recommended for survey control.
 TL0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0783.See file dsdata.txt to determine how the superseded data were derived.
 TL0783
 TL0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV3455627633(NAD 83)
 TL0783_MARKER: Z = SEE DESCRIPTION
 TL0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0783+STABILITY: SURFACE MOTION
 TL0783
 TL0783  HISTORY     - Date     Condition        Report By
 TL0783  HISTORY     - 1908     MONUMENTED       IBC
 TL0783  HISTORY     - 1975     GOOD             IBC
 TL0783
 TL0783                          STATION DESCRIPTION
 TL0783
 TL0783'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0783'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0783'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0783'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0783'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0783'
 TL0783'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0783'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0783'---OCTOBER 20, 1818---.
 TL0783'
 TL0783'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0783'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0783'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0783'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0783'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0783'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0783'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0783'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0783'
 TL0783'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0783'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0783'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0783'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0783'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0783'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0783'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0783'AND---CANADA---ON THE WEST SIDE.
 TL0783'
 TL0783'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0783'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0783'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0783'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0783'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0783
 TL0783                          STATION RECOVERY (1975)
 TL0783
 TL0783'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0784 ***********************************************************************
 TL0784  DESIGNATION -  BOUNDARY MON 338 CD US
 TL0784  PID         -  TL0784
 TL0784  STATE/COUNTY-  MT/TOOLE
 TL0784  USGS QUAD   -  WILLSHAW FLATS (1986)
 TL0784
 TL0784                         *CURRENT SURVEY CONTROL
 TL0784  ___________________________________________________________________
 TL0784* NAD 83(1992)-  48 59 52.79790(N)    111 52 08.99054(W)     ADJUSTED  
 TL0784* NAVD 88     -      1064.     (meters)    3491.     (feet)  SCALED    
 TL0784  ___________________________________________________________________
 TL0784  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 TL0784  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TL0784
 TL0784  HORZ ORDER  -  THIRD
 TL0784
 TL0784.The horizontal coordinates were established by classical geodetic methods
 TL0784.and adjusted by the National Geodetic Survey in July 1992..
 TL0784
 TL0784.The orthometric height was scaled from a topographic map.
 TL0784
 TL0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0784
 TL0784.The geoid height was determined by GEOID03.
 TL0784
 TL0784;                    North         East     Units Scale Factor Converg.
 TL0784;SPC MT       -   530,266.764   426,663.723   MT  0.99999877   -1 43 59.0
 TL0784;SPC MT       - 1,739,720.35  1,399,815.36   iFT  0.99999877   -1 43 59.0
 TL0784;UTM  12      - 5,427,597.316   436,424.938   MT  0.99964965   -0 39 21.5
 TL0784
 TL0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0784!SPC MT       -   0.99983566  x   0.99999877  =   0.99983443
 TL0784!UTM  12      -   0.99983566  x   0.99964965  =   0.99948537
 TL0784
 TL0784:                Primary Azimuth Mark                     Grid Az
 TL0784:SPC MT       -  BOUNDARY MON 337 CD US                   272 10 11.4
 TL0784:UTM  12      -  BOUNDARY MON 337 CD US                   271 05 33.9
 TL0784
 TL0784|---------------------------------------------------------------------|
 TL0784| PID    Reference Object                     Distance      Geod. Az  |
 TL0784|                                                           dddmmss.s |
 TL0784| TL0783 BOUNDARY MON 337 CD US              APPROX. 1.9 KM 2702612.4 |
 TL0784|---------------------------------------------------------------------|
 TL0784
 TL0784                          SUPERSEDED SURVEY CONTROL
 TL0784
 TL0784  NAD 83(1986)-  48 59 52.79939(N)    111 52 08.99152(W) AD(       ) 3
 TL0784
 TL0784.Superseded values are not recommended for survey control.
 TL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0784.See file dsdata.txt to determine how the superseded data were derived.
 TL0784
 TL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV3642527597(NAD 83)
 TL0784_MARKER: Z = SEE DESCRIPTION
 TL0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0784+STABILITY: SURFACE MOTION
 TL0784
 TL0784  HISTORY     - Date     Condition        Report By
 TL0784  HISTORY     - 1908     MONUMENTED       IBC
 TL0784  HISTORY     - 1975     GOOD             IBC
 TL0784
 TL0784                          STATION DESCRIPTION
 TL0784
 TL0784'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0784'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0784'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0784'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0784'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0784'
 TL0784'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0784'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0784'---OCTOBER 20, 1818---.
 TL0784'
 TL0784'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0784'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0784'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0784'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0784'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0784'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0784'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0784'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0784'
 TL0784'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0784'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0784'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0784'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0784'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0784'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0784'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0784'AND---CANADA---ON THE WEST SIDE.
 TL0784'
 TL0784'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0784'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0784'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0784'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0784'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0784
 TL0784                          STATION RECOVERY (1975)
 TL0784
 TL0784'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0785 ***********************************************************************
 TL0785  DESIGNATION -  BOUNDARY MON 339 CD US
 TL0785  PID         -  TL0785
 TL0785  STATE/COUNTY-  MT/TOOLE
 TL0785  USGS QUAD   -  WILLSHAW FLATS (1986)
 TL0785
 TL0785                         *CURRENT SURVEY CONTROL
 TL0785  ___________________________________________________________________
 TL0785* NAD 83(1992)-  48 59 52.15748(N)    111 49 57.23347(W)     ADJUSTED  
 TL0785* NAVD 88     -      1031.     (meters)    3383.     (feet)  SCALED    
 TL0785  ___________________________________________________________________
 TL0785  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 TL0785  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 TL0785
 TL0785  HORZ ORDER  -  THIRD
 TL0785
 TL0785.The horizontal coordinates were established by classical geodetic methods
 TL0785.and adjusted by the National Geodetic Survey in July 1992..
 TL0785
 TL0785.The orthometric height was scaled from a topographic map.
 TL0785
 TL0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0785
 TL0785.The geoid height was determined by GEOID03.
 TL0785
 TL0785;                    North         East     Units Scale Factor Converg.
 TL0785;SPC MT       -   530,166.621   429,340.060   MT  0.99999866   -1 42 22.6
 TL0785;SPC MT       - 1,739,391.80  1,408,596.00   iFT  0.99999866   -1 42 22.6
 TL0785;UTM  12      - 5,427,547.536   439,101.744   MT  0.99964556   -0 37 42.0
 TL0785
 TL0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0785!SPC MT       -   0.99984083  x   0.99999866  =   0.99983949
 TL0785!UTM  12      -   0.99984083  x   0.99964556  =   0.99948645
 TL0785
 TL0785:                Primary Azimuth Mark                     Grid Az
 TL0785:SPC MT       -  BOUNDARY MON 338 CD US                   272 08 36.0
 TL0785:UTM  12      -  BOUNDARY MON 338 CD US                   271 03 55.4
 TL0785
 TL0785|---------------------------------------------------------------------|
 TL0785| PID    Reference Object                     Distance      Geod. Az  |
 TL0785|                                                           dddmmss.s |
 TL0785| TL0784 BOUNDARY MON 338 CD US              APPROX. 2.7 KM 2702613.4 |
 TL0785|---------------------------------------------------------------------|
 TL0785
 TL0785                          SUPERSEDED SURVEY CONTROL
 TL0785
 TL0785  NAD 83(1986)-  48 59 52.16029(N)    111 49 57.23391(W) AD(       ) 3
 TL0785
 TL0785.Superseded values are not recommended for survey control.
 TL0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0785.See file dsdata.txt to determine how the superseded data were derived.
 TL0785
 TL0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV3910227548(NAD 83)
 TL0785_MARKER: Z = SEE DESCRIPTION
 TL0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0785+STABILITY: SURFACE MOTION
 TL0785
 TL0785  HISTORY     - Date     Condition        Report By
 TL0785  HISTORY     - 1908     MONUMENTED       IBC
 TL0785  HISTORY     - 1975     GOOD             IBC
 TL0785
 TL0785                          STATION DESCRIPTION
 TL0785
 TL0785'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0785'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0785'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0785'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0785'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0785'
 TL0785'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0785'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0785'---OCTOBER 20, 1818---.
 TL0785'
 TL0785'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0785'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0785'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0785'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0785'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0785'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0785'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0785'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0785'
 TL0785'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0785'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0785'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0785'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0785'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0785'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0785'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0785'AND---CANADA---ON THE WEST SIDE.
 TL0785'
 TL0785'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0785'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0785'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0785'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0785'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0785
 TL0785                          STATION RECOVERY (1975)
 TL0785
 TL0785'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0786 ***********************************************************************
 TL0786  DESIGNATION -  BOUNDARY MON 340 CD US
 TL0786  PID         -  TL0786
 TL0786  STATE/COUNTY-  MT/TOOLE
 TL0786  USGS QUAD   -  WILLSHAW FLATS (1986)
 TL0786
 TL0786                         *CURRENT SURVEY CONTROL
 TL0786  ___________________________________________________________________
 TL0786* NAD 83(1992)-  48 59 51.75368(N)    111 48 26.22529(W)     ADJUSTED  
 TL0786* NAVD 88     -      1021.     (meters)    3350.     (feet)  SCALED    
 TL0786  ___________________________________________________________________
 TL0786  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 TL0786  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 TL0786
 TL0786  HORZ ORDER  -  THIRD
 TL0786
 TL0786.The horizontal coordinates were established by classical geodetic methods
 TL0786.and adjusted by the National Geodetic Survey in July 1992..
 TL0786
 TL0786.The orthometric height was scaled from a topographic map.
 TL0786
 TL0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0786
 TL0786.The geoid height was determined by GEOID03.
 TL0786
 TL0786;                    North         East     Units Scale Factor Converg.
 TL0786;SPC MT       -   530,099.369   431,188.746   MT  0.99999859   -1 41 16.0
 TL0786;SPC MT       - 1,739,171.16  1,414,661.24   iFT  0.99999859   -1 41 16.0
 TL0786;UTM  12      - 5,427,515.096   440,950.713   MT  0.99964283   -0 36 33.3
 TL0786
 TL0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0786!SPC MT       -   0.99984240  x   0.99999859  =   0.99984099
 TL0786!UTM  12      -   0.99984240  x   0.99964283  =   0.99948529
 TL0786
 TL0786:                Primary Azimuth Mark                     Grid Az
 TL0786:SPC MT       -  BOUNDARY MON 339 CD US                   272 05 01.2
 TL0786:UTM  12      -  BOUNDARY MON 339 CD US                   271 00 18.5
 TL0786
 TL0786|---------------------------------------------------------------------|
 TL0786| PID    Reference Object                     Distance      Geod. Az  |
 TL0786|                                                           dddmmss.s |
 TL0786| TL0785 BOUNDARY MON 339 CD US              APPROX. 1.8 KM 2702345.2 |
 TL0786|---------------------------------------------------------------------|
 TL0786
 TL0786                          SUPERSEDED SURVEY CONTROL
 TL0786
 TL0786  NAD 83(1986)-  48 59 51.75770(N)    111 48 26.22521(W) AD(       ) 3
 TL0786
 TL0786.Superseded values are not recommended for survey control.
 TL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0786.See file dsdata.txt to determine how the superseded data were derived.
 TL0786
 TL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV4095127515(NAD 83)
 TL0786_MARKER: Z = SEE DESCRIPTION
 TL0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0786+STABILITY: SURFACE MOTION
 TL0786
 TL0786  HISTORY     - Date     Condition        Report By
 TL0786  HISTORY     - 1908     MONUMENTED       IBC
 TL0786  HISTORY     - 1975     GOOD             IBC
 TL0786
 TL0786                          STATION DESCRIPTION
 TL0786
 TL0786'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0786'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0786'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0786'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0786'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0786'
 TL0786'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0786'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0786'---OCTOBER 20, 1818---.
 TL0786'
 TL0786'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0786'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0786'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0786'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0786'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0786'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0786'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0786'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0786'
 TL0786'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0786'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0786'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0786'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0786'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0786'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0786'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0786'AND---CANADA---ON THE WEST SIDE.
 TL0786'
 TL0786'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0786'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0786'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0786'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0786'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0786
 TL0786                          STATION RECOVERY (1975)
 TL0786
 TL0786'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0787 ***********************************************************************
 TL0787  DESIGNATION -  BOUNDARY MON 341 CD US
 TL0787  PID         -  TL0787
 TL0787  STATE/COUNTY-  MT/TOOLE
 TL0787  USGS QUAD   -  WILLSHAW FLATS (1986)
 TL0787
 TL0787                         *CURRENT SURVEY CONTROL
 TL0787  ___________________________________________________________________
 TL0787* NAD 83(1992)-  48 59 51.15167(N)    111 46 09.53889(W)     ADJUSTED  
 TL0787* NAVD 88     -      1014.     (meters)    3327.     (feet)  SCALED    
 TL0787  ___________________________________________________________________
 TL0787  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 TL0787  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 TL0787
 TL0787  HORZ ORDER  -  THIRD
 TL0787
 TL0787.The horizontal coordinates were established by classical geodetic methods
 TL0787.and adjusted by the National Geodetic Survey in July 1992..
 TL0787
 TL0787.The orthometric height was scaled from a topographic map.
 TL0787
 TL0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0787
 TL0787.The geoid height was determined by GEOID03.
 TL0787
 TL0787;                    North         East     Units Scale Factor Converg.
 TL0787;SPC MT       -   529,999.622   433,965.364   MT  0.99999849   -1 39 36.1
 TL0787;SPC MT       - 1,738,843.90  1,423,770.88   iFT  0.99999849   -1 39 36.1
 TL0787;UTM  12      - 5,427,467.668   443,727.724   MT  0.99963890   -0 34 50.2
 TL0787
 TL0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0787!SPC MT       -   0.99984350  x   0.99999849  =   0.99984199
 TL0787!UTM  12      -   0.99984350  x   0.99963890  =   0.99948246
 TL0787
 TL0787:                Primary Azimuth Mark                     Grid Az
 TL0787:SPC MT       -  BOUNDARY MON 340 CD US                   272 03 28.3
 TL0787:UTM  12      -  BOUNDARY MON 340 CD US                   270 58 42.4
 TL0787
 TL0787|---------------------------------------------------------------------|
 TL0787| PID    Reference Object                     Distance      Geod. Az  |
 TL0787|                                                           dddmmss.s |
 TL0787| TL0786 BOUNDARY MON 340 CD US              APPROX. 2.8 KM 2702352.2 |
 TL0787|---------------------------------------------------------------------|
 TL0787
 TL0787                          SUPERSEDED SURVEY CONTROL
 TL0787
 TL0787  NAD 83(1986)-  48 59 51.15729(N)    111 46 09.53827(W) AD(       ) 3
 TL0787
 TL0787.Superseded values are not recommended for survey control.
 TL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0787.See file dsdata.txt to determine how the superseded data were derived.
 TL0787
 TL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV4372827468(NAD 83)
 TL0787_MARKER: Z = SEE DESCRIPTION
 TL0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0787+STABILITY: SURFACE MOTION
 TL0787
 TL0787  HISTORY     - Date     Condition        Report By
 TL0787  HISTORY     - 1908     MONUMENTED       IBC
 TL0787  HISTORY     - 1975     GOOD             IBC
 TL0787
 TL0787                          STATION DESCRIPTION
 TL0787
 TL0787'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0787'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0787'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0787'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0787'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0787'
 TL0787'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0787'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0787'---OCTOBER 20, 1818---.
 TL0787'
 TL0787'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0787'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0787'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0787'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0787'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0787'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0787'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0787'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0787'
 TL0787'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0787'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0787'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0787'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0787'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0787'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0787'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0787'AND---CANADA---ON THE WEST SIDE.
 TL0787'
 TL0787'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0787'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0787'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0787'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0787'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0787
 TL0787                          STATION RECOVERY (1975)
 TL0787
 TL0787'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0788 ***********************************************************************
 TL0788  DESIGNATION -  BOUNDARY MON 342 CD US
 TL0788  PID         -  TL0788
 TL0788  STATE/COUNTY-  MT/TOOLE
 TL0788  USGS QUAD   -  BEAUPRE COULEE (1986)
 TL0788
 TL0788                         *CURRENT SURVEY CONTROL
 TL0788  ___________________________________________________________________
 TL0788* NAD 83(1992)-  48 59 50.68101(N)    111 44 22.38526(W)     ADJUSTED  
 TL0788* NAVD 88     -      1057.     (meters)    3468.     (feet)  SCALED    
 TL0788  ___________________________________________________________________
 TL0788  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 TL0788  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 TL0788
 TL0788  HORZ ORDER  -  THIRD
 TL0788
 TL0788.The horizontal coordinates were established by classical geodetic methods
 TL0788.and adjusted by the National Geodetic Survey in July 1992..
 TL0788
 TL0788.The orthometric height was scaled from a topographic map.
 TL0788
 TL0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0788
 TL0788.The geoid height was determined by GEOID03.
 TL0788
 TL0788;                    North         East     Units Scale Factor Converg.
 TL0788;SPC MT       -   529,922.407   436,142.101   MT  0.99999841   -1 38 17.7
 TL0788;SPC MT       - 1,738,590.57  1,430,912.40   iFT  0.99999841   -1 38 17.7
 TL0788;UTM  12      - 5,427,431.499   445,904.743   MT  0.99963595   -0 33 29.3
 TL0788
 TL0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0788!SPC MT       -   0.99983676  x   0.99999841  =   0.99983517
 TL0788!UTM  12      -   0.99983676  x   0.99963595  =   0.99947277
 TL0788
 TL0788:                Primary Azimuth Mark                     Grid Az
 TL0788:SPC MT       -  BOUNDARY MON 341 CD US                   272 01 55.0
 TL0788:UTM  12      -  BOUNDARY MON 341 CD US                   270 57 06.6
 TL0788
 TL0788|---------------------------------------------------------------------|
 TL0788| PID    Reference Object                     Distance      Geod. Az  |
 TL0788|                                                           dddmmss.s |
 TL0788| TL0787 BOUNDARY MON 341 CD US              APPROX. 2.2 KM 2702337.3 |
 TL0788|---------------------------------------------------------------------|
 TL0788
 TL0788                          SUPERSEDED SURVEY CONTROL
 TL0788
 TL0788  NAD 83(1986)-  48 59 50.68684(N)    111 44 22.38418(W) AD(       ) 3
 TL0788
 TL0788.Superseded values are not recommended for survey control.
 TL0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0788.See file dsdata.txt to determine how the superseded data were derived.
 TL0788
 TL0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV4590527431(NAD 83)
 TL0788_MARKER: Z = SEE DESCRIPTION
 TL0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0788+STABILITY: SURFACE MOTION
 TL0788
 TL0788  HISTORY     - Date     Condition        Report By
 TL0788  HISTORY     - 1908     MONUMENTED       IBC
 TL0788  HISTORY     - 1975     GOOD             IBC
 TL0788
 TL0788                          STATION DESCRIPTION
 TL0788
 TL0788'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0788'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0788'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0788'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0788'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0788'
 TL0788'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0788'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0788'---OCTOBER 20, 1818---.
 TL0788'
 TL0788'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0788'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0788'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0788'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0788'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0788'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0788'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0788'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0788'
 TL0788'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0788'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0788'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0788'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0788'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0788'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0788'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0788'AND---CANADA---ON THE WEST SIDE.
 TL0788'
 TL0788'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0788'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0788'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0788'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0788'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0788
 TL0788                          STATION RECOVERY (1975)
 TL0788
 TL0788'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0789 ***********************************************************************
 TL0789  DESIGNATION -  BOUNDARY MON 343 CD US
 TL0789  PID         -  TL0789
 TL0789  STATE/COUNTY-  MT/TOOLE
 TL0789  USGS QUAD   -  BEAUPRE COULEE (1986)
 TL0789
 TL0789                         *CURRENT SURVEY CONTROL
 TL0789  ___________________________________________________________________
 TL0789* NAD 83(1992)-  48 59 50.09148(N)    111 42 08.43510(W)     ADJUSTED  
 TL0789* NAVD 88     -      1079.     (meters)    3540.     (feet)  SCALED    
 TL0789  ___________________________________________________________________
 TL0789  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 TL0789  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 TL0789
 TL0789  HORZ ORDER  -  THIRD
 TL0789
 TL0789.The horizontal coordinates were established by classical geodetic methods
 TL0789.and adjusted by the National Geodetic Survey in July 1992..
 TL0789
 TL0789.The orthometric height was scaled from a topographic map.
 TL0789
 TL0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0789
 TL0789.The geoid height was determined by GEOID03.
 TL0789
 TL0789;                    North         East     Units Scale Factor Converg.
 TL0789;SPC MT       -   529,827.009   438,863.235   MT  0.99999831   -1 36 39.7
 TL0789;SPC MT       - 1,738,277.59  1,439,840.01   iFT  0.99999831   -1 36 39.7
 TL0789;UTM  12      - 5,427,387.449   448,626.201   MT  0.99963242   -0 31 48.2
 TL0789
 TL0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0789!SPC MT       -   0.99983332  x   0.99999831  =   0.99983163
 TL0789!UTM  12      -   0.99983332  x   0.99963242  =   0.99946580
 TL0789
 TL0789:                Primary Azimuth Mark                     Grid Az
 TL0789:SPC MT       -  BOUNDARY MON 342 CD US                   272 00 29.9
 TL0789:UTM  12      -  BOUNDARY MON 342 CD US                   270 55 38.4
 TL0789
 TL0789|---------------------------------------------------------------------|
 TL0789| PID    Reference Object                     Distance      Geod. Az  |
 TL0789|                                                           dddmmss.s |
 TL0789| TL0788 BOUNDARY MON 342 CD US              APPROX. 2.7 KM 2702350.2 |
 TL0789|---------------------------------------------------------------------|
 TL0789
 TL0789                          SUPERSEDED SURVEY CONTROL
 TL0789
 TL0789  NAD 83(1986)-  48 59 50.09690(N)    111 42 08.43365(W) AD(       ) 3
 TL0789
 TL0789.Superseded values are not recommended for survey control.
 TL0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0789.See file dsdata.txt to determine how the superseded data were derived.
 TL0789
 TL0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV4862627387(NAD 83)
 TL0789_MARKER: Z = SEE DESCRIPTION
 TL0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0789+STABILITY: SURFACE MOTION
 TL0789
 TL0789  HISTORY     - Date     Condition        Report By
 TL0789  HISTORY     - 1908     MONUMENTED       IBC
 TL0789  HISTORY     - 1975     GOOD             IBC
 TL0789
 TL0789                          STATION DESCRIPTION
 TL0789
 TL0789'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0789'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0789'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0789'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0789'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0789'
 TL0789'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0789'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0789'---OCTOBER 20, 1818---.
 TL0789'
 TL0789'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0789'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0789'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0789'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0789'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0789'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0789'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0789'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0789'
 TL0789'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0789'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0789'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0789'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0789'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0789'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0789'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0789'AND---CANADA---ON THE WEST SIDE.
 TL0789'
 TL0789'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0789'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0789'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0789'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0789'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0789
 TL0789                          STATION RECOVERY (1975)
 TL0789
 TL0789'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0790 ***********************************************************************
 TL0790  DESIGNATION -  BOUNDARY MON 344 CD US
 TL0790  PID         -  TL0790
 TL0790  STATE/COUNTY-  MT/TOOLE
 TL0790  USGS QUAD   -  BEAUPRE COULEE (1986)
 TL0790
 TL0790                         *CURRENT SURVEY CONTROL
 TL0790  ___________________________________________________________________
 TL0790* NAD 83(1992)-  48 59 49.57853(N)    111 40 10.75935(W)     ADJUSTED  
 TL0790* NAVD 88     -      1086.     (meters)    3563.     (feet)  SCALED    
 TL0790  ___________________________________________________________________
 TL0790  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 TL0790  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TL0790
 TL0790  HORZ ORDER  -  THIRD
 TL0790
 TL0790.The horizontal coordinates were established by classical geodetic methods
 TL0790.and adjusted by the National Geodetic Survey in July 1992..
 TL0790
 TL0790.The orthometric height was scaled from a topographic map.
 TL0790
 TL0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0790
 TL0790.The geoid height was determined by GEOID03.
 TL0790
 TL0790;                    North         East     Units Scale Factor Converg.
 TL0790;SPC MT       -   529,744.421   441,253.811   MT  0.99999822   -1 35 13.6
 TL0790;SPC MT       - 1,738,006.63  1,447,683.11   iFT  0.99999822   -1 35 13.6
 TL0790;UTM  12      - 5,427,350.004   451,017.030   MT  0.99962947   -0 30 19.4
 TL0790
 TL0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0790!SPC MT       -   0.99983222  x   0.99999822  =   0.99983044
 TL0790!UTM  12      -   0.99983222  x   0.99962947  =   0.99946175
 TL0790
 TL0790:                Primary Azimuth Mark                     Grid Az
 TL0790:SPC MT       -  BOUNDARY MON 343 CD US                   271 58 44.4
 TL0790:UTM  12      -  BOUNDARY MON 343 CD US                   270 53 50.2
 TL0790
 TL0790|---------------------------------------------------------------------|
 TL0790| PID    Reference Object                     Distance      Geod. Az  |
 TL0790|                                                           dddmmss.s |
 TL0790| TL0789 BOUNDARY MON 343 CD US              APPROX. 2.4 KM 2702330.8 |
 TL0790|---------------------------------------------------------------------|
 TL0790
 TL0790                          SUPERSEDED SURVEY CONTROL
 TL0790
 TL0790  NAD 83(1986)-  48 59 49.58361(N)    111 40 10.75761(W) AD(       ) 3
 TL0790
 TL0790.Superseded values are not recommended for survey control.
 TL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0790.See file dsdata.txt to determine how the superseded data were derived.
 TL0790
 TL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV5101727350(NAD 83)
 TL0790_MARKER: Z = SEE DESCRIPTION
 TL0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0790+STABILITY: SURFACE MOTION
 TL0790
 TL0790  HISTORY     - Date     Condition        Report By
 TL0790  HISTORY     - 1908     MONUMENTED       IBC
 TL0790  HISTORY     - 1975     GOOD             IBC
 TL0790
 TL0790                          STATION DESCRIPTION
 TL0790
 TL0790'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0790'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0790'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0790'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0790'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0790'
 TL0790'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0790'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0790'---OCTOBER 20, 1818---.
 TL0790'
 TL0790'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0790'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0790'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0790'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0790'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0790'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0790'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0790'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0790'
 TL0790'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0790'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0790'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0790'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0790'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0790'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0790'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0790'AND---CANADA---ON THE WEST SIDE.
 TL0790'
 TL0790'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0790'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0790'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0790'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0790'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0790
 TL0790                          STATION RECOVERY (1975)
 TL0790
 TL0790'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0791 ***********************************************************************
 TL0791  DESIGNATION -  BOUNDARY MON 345 CD US
 TL0791  PID         -  TL0791
 TL0791  STATE/COUNTY-  MT/TOOLE
 TL0791  USGS QUAD   -  BEAUPRE COULEE (1986)
 TL0791
 TL0791                         *CURRENT SURVEY CONTROL
 TL0791  ___________________________________________________________________
 TL0791* NAD 83(1992)-  48 59 49.05972(N)    111 38 11.28336(W)     ADJUSTED  
 TL0791* NAVD 88     -      1147.     (meters)    3763.     (feet)  SCALED    
 TL0791  ___________________________________________________________________
 TL0791  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 TL0791  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 TL0791
 TL0791  HORZ ORDER  -  THIRD
 TL0791
 TL0791.The horizontal coordinates were established by classical geodetic methods
 TL0791.and adjusted by the National Geodetic Survey in July 1992..
 TL0791
 TL0791.The orthometric height was scaled from a topographic map.
 TL0791
 TL0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0791
 TL0791.The geoid height was determined by GEOID03.
 TL0791
 TL0791;                    North         East     Units Scale Factor Converg.
 TL0791;SPC MT       -   529,661.652   443,681.001   MT  0.99999813   -1 33 46.2
 TL0791;SPC MT       - 1,737,735.08  1,455,646.33   iFT  0.99999813   -1 33 46.2
 TL0791;UTM  12      - 5,427,313.101   453,444.453   MT  0.99962663   -0 28 49.2
 TL0791
 TL0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0791!SPC MT       -   0.99982266  x   0.99999813  =   0.99982079
 TL0791!UTM  12      -   0.99982266  x   0.99962663  =   0.99944936
 TL0791
 TL0791:                Primary Azimuth Mark                     Grid Az
 TL0791:SPC MT       -  BOUNDARY MON 344 CD US                   271 57 12.5
 TL0791:UTM  12      -  BOUNDARY MON 344 CD US                   270 52 15.5
 TL0791
 TL0791|---------------------------------------------------------------------|
 TL0791| PID    Reference Object                     Distance      Geod. Az  |
 TL0791|                                                           dddmmss.s |
 TL0791| TL0790 BOUNDARY MON 344 CD US              APPROX. 2.4 KM 2702326.3 |
 TL0791|---------------------------------------------------------------------|
 TL0791
 TL0791                          SUPERSEDED SURVEY CONTROL
 TL0791
 TL0791  NAD 83(1986)-  48 59 49.06385(N)    111 38 11.28133(W) AD(       ) 3
 TL0791
 TL0791.Superseded values are not recommended for survey control.
 TL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0791.See file dsdata.txt to determine how the superseded data were derived.
 TL0791
 TL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV5344427313(NAD 83)
 TL0791_MARKER: Z = SEE DESCRIPTION
 TL0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0791_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0791+STABILITY: SURFACE MOTION
 TL0791
 TL0791  HISTORY     - Date     Condition        Report By
 TL0791  HISTORY     - 1908     MONUMENTED       IBC
 TL0791  HISTORY     - 1975     GOOD             IBC
 TL0791
 TL0791                          STATION DESCRIPTION
 TL0791
 TL0791'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0791'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0791'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0791'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0791'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0791'
 TL0791'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0791'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0791'---OCTOBER 20, 1818---.
 TL0791'
 TL0791'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0791'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0791'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0791'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0791'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0791'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0791'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0791'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0791'
 TL0791'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0791'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0791'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0791'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0791'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0791'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0791'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0791'AND---CANADA---ON THE WEST SIDE.
 TL0791'
 TL0791'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0791'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0791'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0791'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0791'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0791
 TL0791                          STATION RECOVERY (1975)
 TL0791
 TL0791'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0742 ***********************************************************************
 TL0742  DESIGNATION -  BOUNDARY MON 346 CD US
 TL0742  PID         -  TL0742
 TL0742  STATE/COUNTY-  MT/TOOLE
 TL0742  USGS QUAD   -  WEST BUTTE (1986)
 TL0742
 TL0742                         *CURRENT SURVEY CONTROL
 TL0742  ___________________________________________________________________
 TL0742* NAD 83(1992)-  48 59 48.48151(N)    111 36 12.97536(W)     ADJUSTED  
 TL0742* NAVD 88     -      1226.7    (meters)    4025.     (feet)  VERTCON   
 TL0742  ___________________________________________________________________
 TL0742  X           -  -1,543,974.940 (meters)                     COMP
 TL0742  Y           -  -3,898,918.955 (meters)                     COMP
 TL0742  Z           -   4,791,239.486 (meters)                     COMP
 TL0742  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 TL0742  ELLIP HEIGHT-        1211.37  (meters)          (07/28/92) GPS OBS
 TL0742  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 TL0742
 TL0742  HORZ ORDER  -  FIRST
 TL0742  ELLP ORDER  -  FIFTH     CLASS I
 TL0742
 TL0742.The horizontal coordinates were established by GPS observations
 TL0742.and adjusted by the National Geodetic Survey in July 1992..
 TL0742
 TL0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0742
 TL0742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0742
 TL0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0742
 TL0742.The ellipsoidal height was determined by GPS observations
 TL0742.and is referenced to NAD 83.
 TL0742
 TL0742.The geoid height was determined by GEOID03.
 TL0742
 TL0742;                    North         East     Units Scale Factor Converg.
 TL0742;SPC MT       -   529,578.714   446,084.452   MT  0.99999803   -1 32 19.7
 TL0742;SPC MT       - 1,737,462.97  1,463,531.67   iFT  0.99999803   -1 32 19.7
 TL0742;UTM  12      - 5,427,275.614   455,848.145   MT  0.99962395   -0 27 19.9
 TL0742
 TL0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0742!SPC MT       -   0.99981020  x   0.99999803  =   0.99980823
 TL0742!UTM  12      -   0.99981020  x   0.99962395  =   0.99943422
 TL0742
 TL0742:                Primary Azimuth Mark                     Grid Az
 TL0742:SPC MT       -  BOUNDARY MON 345 CD US                   271 58 36.3
 TL0742:UTM  12      -  BOUNDARY MON 345 CD US                   270 53 36.5
 TL0742
 TL0742|---------------------------------------------------------------------|
 TL0742| PID    Reference Object                     Distance      Geod. Az  |
 TL0742|                                                           dddmmss.s |
 TL0742| TL0791 BOUNDARY MON 345 CD US              APPROX. 2.4 KM 2702616.6 |
 TL0742|---------------------------------------------------------------------|
 TL0742
 TL0742                          SUPERSEDED SURVEY CONTROL
 TL0742
 TL0742  NAD 83(1986)-  48 59 48.48361(N)    111 36 12.97928(W) AD(       ) 1
 TL0742  NGVD 29 (08/25/89) 1225.7    (m)         4021.     (f) GPS OBS        
 TL0742
 TL0742.Superseded values are not recommended for survey control.
 TL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0742.See file dsdata.txt to determine how the superseded data were derived.
 TL0742
 TL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV5584827276(NAD 83)
 TL0742_MARKER: DU = BOUNDARY MARKER
 TL0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0742_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TL0742+STABILITY: POSITION/ELEVATION WELL
 TL0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0742+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 TL0742
 TL0742  HISTORY     - Date     Condition        Report By
 TL0742  HISTORY     - 1908     MONUMENTED       IBC
 TL0742  HISTORY     - 1908     GOOD             IBC
 TL0742  HISTORY     - 1975     GOOD             IBC
 TL0742  HISTORY     - 19880801 SEE DESCRIPTION  NGS
 TL0742
 TL0742                          STATION DESCRIPTION
 TL0742
 TL0742'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0742'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0742'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0742'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0742'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0742'
 TL0742'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0742'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0742'---OCTOBER 20, 1818---.
 TL0742'
 TL0742'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0742'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0742'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0742'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0742'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0742'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0742'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0742'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0742'
 TL0742'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0742'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0742'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0742'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0742'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0742'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0742'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0742'AND---CANADA---ON THE WEST SIDE.
 TL0742'
 TL0742'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0742'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0742'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0742'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0742'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0742
 TL0742                          STATION RECOVERY (1908)
 TL0742
 TL0742'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1908
 TL0742'RECOVERED IN GOOD CONDITION.
 TL0742
 TL0742                          STATION RECOVERY (1975)
 TL0742
 TL0742'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0742'RECOVERED IN GOOD CONDITION.
 TL0742
 TL0742                          STATION RECOVERY (1988)
 TL0742
 TL0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TL0742'THE MONUMENT IS LOCATED ABOUT 25.7 KM (15.95 MI) EAST OF SWEETGRASS,
 TL0742'25.3 KM (15.70 MI) NORTHEAST OF SUNBURST AND ABOUT 25.3 KM (15.70 MI)
 TL0742'WEST OF WHITLASH, MONTANA - ADEN, ALBERTA BORDER CROSSING.
 TL0742'TO REACH THE MONUMENT FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 15 AT
 TL0742'SUNBURST, GO EAST ON COUNTY ROAD 552 WHICH IS ALSO NINE MILE ROAD,
 TL0742'FOR 14.8 KM (9.20 MI) TO A CROSSROAD AT THE END OF THE PAVEMENT. TURN
 TL0742'LEFT AND GO NORTH ON PEDERSON ROAD FOR 8.85 KM (5.50 MI) TO COAL MINE
 TL0742'ROAD.  TURN RIGHT AND GO EAST ON COAL MINE ROAD FOR 6.1 KM (3.80 MI)
 TL0742'TO SWEETGRASS HILLS ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON
 TL0742'SWEETGRASS HILLS ROAD FOR 3.7 KM (2.30 MI) TO SWEETGRASS HILLS RANCH
 TL0742'HEADQUARTERS.  CONTINUE THROUGH ON THE GRAVEL ROAD AND GO EASTERLY
 TL0742'FOR 3.4 KM (2.10 MI) TO A GATE ON THE LEFT IN AN EAST-WEST FENCE JUST
 TL0742'BEFORE REACHING A CATTLE GUARD IN A NORTH-SOUTH FENCE. TURN LEFT,
 TL0742'PASS THROUGH THE GATE, AND GO NORTH FOLLOWING ALONG THE TOP OF THE
 TL0742'RIDGE FOR 0.96 KM (0.60 MI).  THENCE BEAR RIGHT AND GO NORTHEASTERLY,
 TL0742'DOWNHILL, FOR 0.08 KM (0.05 MI) TO THE MONUMENT IN AN EAST-WEST
 TL0742'FENCE.
 TL0742'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.5 M (4.9 FT)
 TL0742'ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE.  INSCRIBED ON
 TL0742'THE OBELISK IN RAISED, CAST LETTERS IS, --CONVENTION OF 1818-- ON
 TL0742'THEEAST SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES--
 TL0742'ON THE SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER
 TL0742'--346-- IS DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TL0742'THE MONUMENT APPEARS TO BE PLUMB AND SOLID HOWEVER, THE BASE HAS
 TL0742'LARGECRACKS IN IT AND THE CONCRETE HAS PULLED AWAY FROM THE OBELISK,
 TL0742'LEAVING A GAP OF ABOUT ONE-HALF INCH BETWEEN THE CONCRETE AND THE
 TL0742'OBELISK.
 TL0742'THE POINT POSITIONED BY GPS IS THE APEX OF THE OBELISK.
 TL0742'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0792 ***********************************************************************
 TL0792  DESIGNATION -  BOUNDARY MON 347 CD US
 TL0792  PID         -  TL0792
 TL0792  STATE/COUNTY-  MT/TOOLE
 TL0792  USGS QUAD   -  WEST BUTTE (1986)
 TL0792
 TL0792                         *CURRENT SURVEY CONTROL
 TL0792  ___________________________________________________________________
 TL0792* NAD 83(1992)-  48 59 47.99520(N)    111 34 32.51479(W)     ADJUSTED  
 TL0792* NAVD 88     -      1293.     (meters)    4242.     (feet)  SCALED    
 TL0792  ___________________________________________________________________
 TL0792  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 TL0792  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 TL0792
 TL0792  HORZ ORDER  -  THIRD
 TL0792
 TL0792.The horizontal coordinates were established by classical geodetic methods
 TL0792.and adjusted by the National Geodetic Survey in July 1992..
 TL0792
 TL0792.The orthometric height was scaled from a topographic map.
 TL0792
 TL0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0792
 TL0792.The geoid height was determined by GEOID03.
 TL0792
 TL0792;                    North         East     Units Scale Factor Converg.
 TL0792;SPC MT       -   529,509.223   448,125.365   MT  0.99999795   -1 31 06.2
 TL0792;SPC MT       - 1,737,234.98  1,470,227.58   iFT  0.99999795   -1 31 06.2
 TL0792;UTM  12      - 5,427,244.744   457,889.241   MT  0.99962178   -0 26 04.1
 TL0792
 TL0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0792!SPC MT       -   0.99979979  x   0.99999795  =   0.99979774
 TL0792!UTM  12      -   0.99979979  x   0.99962178  =   0.99942164
 TL0792
 TL0792:                Primary Azimuth Mark                     Grid Az
 TL0792:SPC MT       -  BOUNDARY MON 348 CD US                   091 21 39.5
 TL0792:UTM  12      -  BOUNDARY MON 348 CD US                   090 16 37.4
 TL0792
 TL0792|---------------------------------------------------------------------|
 TL0792| PID    Reference Object                     Distance      Geod. Az  |
 TL0792|                                                           dddmmss.s |
 TL0792| TL0793 BOUNDARY MON 348 CD US              APPROX. 2.2 KM 0895033.3 |
 TL0792|---------------------------------------------------------------------|
 TL0792
 TL0792                          SUPERSEDED SURVEY CONTROL
 TL0792
 TL0792  NAD 83(1986)-  48 59 47.99446(N)    111 34 32.51876(W) AD(       ) 3
 TL0792
 TL0792.Superseded values are not recommended for survey control.
 TL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0792.See file dsdata.txt to determine how the superseded data were derived.
 TL0792
 TL0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV5788927245(NAD 83)
 TL0792_MARKER: Z = SEE DESCRIPTION
 TL0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0792_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0792+STABILITY: SURFACE MOTION
 TL0792
 TL0792  HISTORY     - Date     Condition        Report By
 TL0792  HISTORY     - 1908     MONUMENTED       IBC
 TL0792  HISTORY     - 1975     GOOD             IBC
 TL0792
 TL0792                          STATION DESCRIPTION
 TL0792
 TL0792'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0792'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0792'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0792'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0792'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0792'
 TL0792'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0792'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0792'---OCTOBER 20, 1818---.
 TL0792'
 TL0792'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0792'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0792'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0792'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0792'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0792'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0792'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0792'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0792'
 TL0792'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0792'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0792'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0792'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0792'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0792'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0792'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0792'AND---CANADA---ON THE WEST SIDE.
 TL0792'
 TL0792'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0792'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0792'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0792'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0792'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0792
 TL0792                          STATION RECOVERY (1975)
 TL0792
 TL0792'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0793 ***********************************************************************
 TL0793  DESIGNATION -  BOUNDARY MON 348 CD US
 TL0793  PID         -  TL0793
 TL0793  STATE/COUNTY-  MT/TOOLE
 TL0793  USGS QUAD   -  WEST BUTTE (1986)
 TL0793
 TL0793                         *CURRENT SURVEY CONTROL
 TL0793  ___________________________________________________________________
 TL0793* NAD 83(1992)-  48 59 48.17359(N)    111 32 46.34005(W)     ADJUSTED  
 TL0793* NAVD 88     -      1281.     (meters)    4203.     (feet)  SCALED    
 TL0793  ___________________________________________________________________
 TL0793  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 TL0793  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 TL0793
 TL0793  HORZ ORDER  -  THIRD
 TL0793
 TL0793.The horizontal coordinates were established by classical geodetic methods
 TL0793.and adjusted by the National Geodetic Survey in July 1992..
 TL0793
 TL0793.The orthometric height was scaled from a topographic map.
 TL0793
 TL0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0793
 TL0793.The geoid height was determined by GEOID03.
 TL0793
 TL0793;                    North         East     Units Scale Factor Converg.
 TL0793;SPC MT       -   529,457.951   450,282.956   MT  0.99999798   -1 29 48.5
 TL0793;SPC MT       - 1,737,066.77  1,477,306.29   iFT  0.99999798   -1 29 48.5
 TL0793;UTM  12      - 5,427,234.312   460,046.602   MT  0.99961961   -0 24 44.0
 TL0793
 TL0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0793!SPC MT       -   0.99980167  x   0.99999798  =   0.99979965
 TL0793!UTM  12      -   0.99980167  x   0.99961961  =   0.99942135
 TL0793
 TL0793:                Primary Azimuth Mark                     Grid Az
 TL0793:SPC MT       -  MOUNTAIN                                 181 52 26.9
 TL0793:UTM  12      -  MOUNTAIN                                 180 47 22.4
 TL0793
 TL0793|---------------------------------------------------------------------|
 TL0793| PID    Reference Object                     Distance      Geod. Az  |
 TL0793|                                                           dddmmss.s |
 TL0793| TL0840 MOUNTAIN                            APPROX. 1.7 KM 1802238.4 |
 TL0793|---------------------------------------------------------------------|
 TL0793
 TL0793                          SUPERSEDED SURVEY CONTROL
 TL0793
 TL0793  NAD 83(1986)-  48 59 48.17130(N)    111 32 46.35243(W) AD(       ) 3
 TL0793
 TL0793.Superseded values are not recommended for survey control.
 TL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0793.See file dsdata.txt to determine how the superseded data were derived.
 TL0793
 TL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV6004727234(NAD 83)
 TL0793_MARKER: Z = SEE DESCRIPTION
 TL0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0793+STABILITY: SURFACE MOTION
 TL0793
 TL0793  HISTORY     - Date     Condition        Report By
 TL0793  HISTORY     - 1908     MONUMENTED       IBC
 TL0793  HISTORY     - 1975     GOOD             IBC
 TL0793
 TL0793                          STATION DESCRIPTION
 TL0793
 TL0793'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0793'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0793'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0793'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0793'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0793'
 TL0793'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0793'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0793'---OCTOBER 20, 1818---.
 TL0793'
 TL0793'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0793'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0793'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0793'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0793'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0793'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0793'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0793'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0793'
 TL0793'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0793'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0793'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0793'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0793'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0793'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0793'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0793'AND---CANADA---ON THE WEST SIDE.
 TL0793'
 TL0793'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0793'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0793'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0793'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0793'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0793
 TL0793                          STATION RECOVERY (1975)
 TL0793
 TL0793'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0794 ***********************************************************************
 TL0794  DESIGNATION -  BOUNDARY MON 349 CD US
 TL0794  PID         -  TL0794
 TL0794  STATE/COUNTY-  MT/TOOLE
 TL0794  USGS QUAD   -  WEST BUTTE (1986)
 TL0794
 TL0794                         *CURRENT SURVEY CONTROL
 TL0794  ___________________________________________________________________
 TL0794* NAD 83(1992)-  48 59 48.33993(N)    111 31 15.75987(W)     ADJUSTED  
 TL0794* NAVD 88     -      1221.     (meters)    4006.     (feet)  SCALED    
 TL0794  ___________________________________________________________________
 TL0794  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 TL0794  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 TL0794
 TL0794  HORZ ORDER  -  THIRD
 TL0794
 TL0794.The horizontal coordinates were established by classical geodetic methods
 TL0794.and adjusted by the National Geodetic Survey in July 1992..
 TL0794
 TL0794.The orthometric height was scaled from a topographic map.
 TL0794
 TL0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0794
 TL0794.The geoid height was determined by GEOID03.
 TL0794
 TL0794;                    North         East     Units Scale Factor Converg.
 TL0794;SPC MT       -   529,415.289   452,123.672   MT  0.99999801   -1 28 42.2
 TL0794;SPC MT       - 1,736,926.80  1,483,345.38   iFT  0.99999801   -1 28 42.2
 TL0794;UTM  12      - 5,427,226.512   461,887.098   MT  0.99961784   -0 23 35.6
 TL0794
 TL0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0794!SPC MT       -   0.99981107  x   0.99999801  =   0.99980908
 TL0794!UTM  12      -   0.99981107  x   0.99961784  =   0.99942898
 TL0794
 TL0794:                Primary Azimuth Mark                     Grid Az
 TL0794:SPC MT       -  BOUNDARY MON 348 CD US                   271 19 40.7
 TL0794:UTM  12      -  BOUNDARY MON 348 CD US                   270 14 34.1
 TL0794
 TL0794|---------------------------------------------------------------------|
 TL0794| PID    Reference Object                     Distance      Geod. Az  |
 TL0794|                                                           dddmmss.s |
 TL0794| TL0793 BOUNDARY MON 348 CD US              APPROX. 1.8 KM 2695058.5 |
 TL0794|---------------------------------------------------------------------|
 TL0794
 TL0794                          SUPERSEDED SURVEY CONTROL
 TL0794
 TL0794  NAD 83(1986)-  48 59 48.33791(N)    111 31 15.77202(W) AD(       ) 3
 TL0794
 TL0794.Superseded values are not recommended for survey control.
 TL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0794.See file dsdata.txt to determine how the superseded data were derived.
 TL0794
 TL0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV6188727227(NAD 83)
 TL0794_MARKER: Z = SEE DESCRIPTION
 TL0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0794+STABILITY: SURFACE MOTION
 TL0794
 TL0794  HISTORY     - Date     Condition        Report By
 TL0794  HISTORY     - 1908     MONUMENTED       IBC
 TL0794  HISTORY     - 1975     GOOD             IBC
 TL0794
 TL0794                          STATION DESCRIPTION
 TL0794
 TL0794'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0794'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0794'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0794'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0794'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0794'
 TL0794'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0794'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0794'---OCTOBER 20, 1818---.
 TL0794'
 TL0794'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0794'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0794'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0794'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0794'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0794'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0794'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0794'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0794'
 TL0794'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0794'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0794'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0794'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0794'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0794'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0794'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0794'AND---CANADA---ON THE WEST SIDE.
 TL0794'
 TL0794'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0794'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0794'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0794'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0794'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0794
 TL0794                          STATION RECOVERY (1975)
 TL0794
 TL0794'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0795 ***********************************************************************
 TL0795  DESIGNATION -  BOUNDARY MON 350 CD US
 TL0795  PID         -  TL0795
 TL0795  STATE/COUNTY-  MT/TOOLE
 TL0795  USGS QUAD   -  FEY LAKES (1962)
 TL0795
 TL0795                         *CURRENT SURVEY CONTROL
 TL0795  ___________________________________________________________________
 TL0795* NAD 83(1992)-  48 59 48.60945(N)    111 28 49.27823(W)     ADJUSTED  
 TL0795* NAVD 88     -      1121.     (meters)    3678.     (feet)  SCALED    
 TL0795  ___________________________________________________________________
 TL0795  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 TL0795  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 TL0795
 TL0795  HORZ ORDER  -  THIRD
 TL0795
 TL0795.The horizontal coordinates were established by classical geodetic methods
 TL0795.and adjusted by the National Geodetic Survey in July 1992..
 TL0795
 TL0795.The orthometric height was scaled from a topographic map.
 TL0795
 TL0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0795
 TL0795.The geoid height was determined by GEOID03.
 TL0795
 TL0795;                    North         East     Units Scale Factor Converg.
 TL0795;SPC MT       -   529,347.565   455,100.411   MT  0.99999805   -1 26 55.1
 TL0795;SPC MT       - 1,736,704.61  1,493,111.58   iFT  0.99999805   -1 26 55.1
 TL0795;UTM  12      - 5,427,215.206   464,863.449   MT  0.99961517   -0 21 45.1
 TL0795
 TL0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0795!SPC MT       -   0.99982675  x   0.99999805  =   0.99982480
 TL0795!UTM  12      -   0.99982675  x   0.99961517  =   0.99944198
 TL0795
 TL0795:                Primary Azimuth Mark                     Grid Az
 TL0795:SPC MT       -  BOUNDARY MON 349 CD US                   271 18 13.6
 TL0795:UTM  12      -  BOUNDARY MON 349 CD US                   270 13 03.6
 TL0795
 TL0795|---------------------------------------------------------------------|
 TL0795| PID    Reference Object                     Distance      Geod. Az  |
 TL0795|                                                           dddmmss.s |
 TL0795| TL0794 BOUNDARY MON 349 CD US              APPROX. 3.0 KM 2695118.5 |
 TL0795|---------------------------------------------------------------------|
 TL0795
 TL0795                          SUPERSEDED SURVEY CONTROL
 TL0795
 TL0795  NAD 83(1986)-  48 59 48.60828(N)    111 28 49.29013(W) AD(       ) 3
 TL0795
 TL0795.Superseded values are not recommended for survey control.
 TL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0795.See file dsdata.txt to determine how the superseded data were derived.
 TL0795
 TL0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV6486327215(NAD 83)
 TL0795_MARKER: Z = SEE DESCRIPTION
 TL0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0795+STABILITY: SURFACE MOTION
 TL0795
 TL0795  HISTORY     - Date     Condition        Report By
 TL0795  HISTORY     - 1908     MONUMENTED       IBC
 TL0795  HISTORY     - 1975     GOOD             IBC
 TL0795
 TL0795                          STATION DESCRIPTION
 TL0795
 TL0795'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0795'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0795'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0795'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0795'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0795'
 TL0795'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0795'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0795'---OCTOBER 20, 1818---.
 TL0795'
 TL0795'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0795'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0795'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0795'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0795'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0795'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0795'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0795'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0795'
 TL0795'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0795'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0795'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0795'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0795'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0795'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0795'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0795'AND---CANADA---ON THE WEST SIDE.
 TL0795'
 TL0795'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0795'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0795'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0795'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0795'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0795
 TL0795                          STATION RECOVERY (1975)
 TL0795
 TL0795'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0796 ***********************************************************************
 TL0796  DESIGNATION -  BOUNDARY MON 351 CD US
 TL0796  PID         -  TL0796
 TL0796  STATE/COUNTY-  MT/TOOLE
 TL0796  USGS QUAD   -  FEY LAKES (1962)
 TL0796
 TL0796                         *CURRENT SURVEY CONTROL
 TL0796  ___________________________________________________________________
 TL0796* NAD 83(1992)-  48 59 48.83616(N)    111 26 42.43046(W)     ADJUSTED  
 TL0796* NAVD 88     -      1121.     (meters)    3678.     (feet)  SCALED    
 TL0796  ___________________________________________________________________
 TL0796  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 TL0796  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 TL0796
 TL0796  HORZ ORDER  -  THIRD
 TL0796
 TL0796.The horizontal coordinates were established by classical geodetic methods
 TL0796.and adjusted by the National Geodetic Survey in July 1992..
 TL0796
 TL0796.The orthometric height was scaled from a topographic map.
 TL0796
 TL0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0796
 TL0796.The geoid height was determined by GEOID03.
 TL0796
 TL0796;                    North         East     Units Scale Factor Converg.
 TL0796;SPC MT       -   529,289.962   457,678.178   MT  0.99999809   -1 25 22.3
 TL0796;SPC MT       - 1,736,515.62  1,501,568.83   iFT  0.99999809   -1 25 22.3
 TL0796;UTM  12      - 5,427,206.497   467,440.855   MT  0.99961302   -0 20 09.3
 TL0796
 TL0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0796!SPC MT       -   0.99982675  x   0.99999809  =   0.99982484
 TL0796!UTM  12      -   0.99982675  x   0.99961302  =   0.99943984
 TL0796
 TL0796:                Primary Azimuth Mark                     Grid Az
 TL0796:SPC MT       -  MOUNTAIN                                 258 31 53.8
 TL0796:UTM  12      -  MOUNTAIN                                 257 26 40.8
 TL0796
 TL0796|---------------------------------------------------------------------|
 TL0796| PID    Reference Object                     Distance      Geod. Az  |
 TL0796|                                                           dddmmss.s |
 TL0796| TL0840 MOUNTAIN                            APPROX. 7.6 KM 2570631.5 |
 TL0796|---------------------------------------------------------------------|
 TL0796
 TL0796                          SUPERSEDED SURVEY CONTROL
 TL0796
 TL0796  NAD 83(1986)-  48 59 48.83573(N)    111 26 42.44220(W) AD(       ) 3
 TL0796
 TL0796.Superseded values are not recommended for survey control.
 TL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0796.See file dsdata.txt to determine how the superseded data were derived.
 TL0796
 TL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV6744127206(NAD 83)
 TL0796_MARKER: Z = SEE DESCRIPTION
 TL0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0796+STABILITY: SURFACE MOTION
 TL0796
 TL0796  HISTORY     - Date     Condition        Report By
 TL0796  HISTORY     - 1908     MONUMENTED       IBC
 TL0796  HISTORY     - 1975     GOOD             IBC
 TL0796
 TL0796                          STATION DESCRIPTION
 TL0796
 TL0796'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0796'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0796'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0796'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0796'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0796'
 TL0796'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0796'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0796'---OCTOBER 20, 1818---.
 TL0796'
 TL0796'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0796'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0796'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0796'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0796'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0796'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0796'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0796'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0796'
 TL0796'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0796'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0796'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0796'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0796'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0796'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0796'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0796'AND---CANADA---ON THE WEST SIDE.
 TL0796'
 TL0796'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0796'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0796'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0796'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0796'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0796
 TL0796                          STATION RECOVERY (1975)
 TL0796
 TL0796'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0797 ***********************************************************************
 TL0797  DESIGNATION -  BOUNDARY MON 352 CD US
 TL0797  PID         -  TL0797
 TL0797  STATE/COUNTY-  MT/TOOLE
 TL0797  USGS QUAD   -  FEY LAKES (1962)
 TL0797
 TL0797                         *CURRENT SURVEY CONTROL
 TL0797  ___________________________________________________________________
 TL0797* NAD 83(1992)-  48 59 49.08758(N)    111 24 29.76766(W)     ADJUSTED  
 TL0797* NAVD 88     -      1076.     (meters)    3530.     (feet)  SCALED    
 TL0797  ___________________________________________________________________
 TL0797  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 TL0797  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TL0797
 TL0797  HORZ ORDER  -  THIRD
 TL0797
 TL0797.The horizontal coordinates were established by classical geodetic methods
 TL0797.and adjusted by the National Geodetic Survey in July 1992..
 TL0797
 TL0797.The orthometric height was scaled from a topographic map.
 TL0797
 TL0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0797
 TL0797.The geoid height was determined by GEOID03.
 TL0797
 TL0797;                    North         East     Units Scale Factor Converg.
 TL0797;SPC MT       -   529,231.401   460,374.151   MT  0.99999814   -1 23 45.3
 TL0797;SPC MT       - 1,736,323.49  1,510,413.88   iFT  0.99999814   -1 23 45.3
 TL0797;UTM  12      - 5,427,199.111   470,136.412   MT  0.99961096   -0 18 29.2
 TL0797
 TL0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0797!SPC MT       -   0.99983381  x   0.99999814  =   0.99983195
 TL0797!UTM  12      -   0.99983381  x   0.99961096  =   0.99944484
 TL0797
 TL0797:                Primary Azimuth Mark                     Grid Az
 TL0797:SPC MT       -  BOUNDARY MON 351 CD US                   271 14 41.3
 TL0797:UTM  12      -  BOUNDARY MON 351 CD US                   270 09 25.2
 TL0797
 TL0797|---------------------------------------------------------------------|
 TL0797| PID    Reference Object                     Distance      Geod. Az  |
 TL0797|                                                           dddmmss.s |
 TL0797| TL0796 BOUNDARY MON 351 CD US              APPROX. 2.7 KM 2695056.0 |
 TL0797|---------------------------------------------------------------------|
 TL0797
 TL0797                          SUPERSEDED SURVEY CONTROL
 TL0797
 TL0797  NAD 83(1986)-  48 59 49.08777(N)    111 24 29.77920(W) AD(       ) 3
 TL0797
 TL0797.Superseded values are not recommended for survey control.
 TL0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0797.See file dsdata.txt to determine how the superseded data were derived.
 TL0797
 TL0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV7013627199(NAD 83)
 TL0797_MARKER: Z = SEE DESCRIPTION
 TL0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0797+STABILITY: SURFACE MOTION
 TL0797
 TL0797  HISTORY     - Date     Condition        Report By
 TL0797  HISTORY     - 1908     MONUMENTED       IBC
 TL0797  HISTORY     - 1975     GOOD             IBC
 TL0797
 TL0797                          STATION DESCRIPTION
 TL0797
 TL0797'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0797'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0797'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0797'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0797'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0797'
 TL0797'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0797'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0797'---OCTOBER 20, 1818---.
 TL0797'
 TL0797'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0797'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0797'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0797'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0797'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0797'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0797'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0797'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0797'
 TL0797'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0797'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0797'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0797'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0797'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0797'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0797'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0797'AND---CANADA---ON THE WEST SIDE.
 TL0797'
 TL0797'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0797'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0797'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0797'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0797'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0797
 TL0797                          STATION RECOVERY (1975)
 TL0797
 TL0797'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0798 ***********************************************************************
 TL0798  DESIGNATION -  BOUNDARY MON 353 CD US
 TL0798  PID         -  TL0798
 TL0798  STATE/COUNTY-  MT/TOOLE
 TL0798  USGS QUAD   -  FEY LAKES (1962)
 TL0798
 TL0798                         *CURRENT SURVEY CONTROL
 TL0798  ___________________________________________________________________
 TL0798* NAD 83(1992)-  48 59 49.25449(N)    111 23 01.12052(W)     ADJUSTED  
 TL0798* NAVD 88     -      1070.     (meters)    3510.     (feet)  SCALED    
 TL0798  ___________________________________________________________________
 TL0798  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 TL0798  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 TL0798
 TL0798  HORZ ORDER  -  THIRD
 TL0798
 TL0798.The horizontal coordinates were established by classical geodetic methods
 TL0798.and adjusted by the National Geodetic Survey in July 1992..
 TL0798
 TL0798.The orthometric height was scaled from a topographic map.
 TL0798
 TL0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0798
 TL0798.The geoid height was determined by GEOID03.
 TL0798
 TL0798;                    North         East     Units Scale Factor Converg.
 TL0798;SPC MT       -   529,192.944   462,175.650   MT  0.99999816   -1 22 40.4
 TL0798;SPC MT       - 1,736,197.32  1,516,324.31   iFT  0.99999816   -1 22 40.4
 TL0798;UTM  12      - 5,427,194.871   471,937.618   MT  0.99960967   -0 17 22.3
 TL0798
 TL0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0798!SPC MT       -   0.99983475  x   0.99999816  =   0.99983291
 TL0798!UTM  12      -   0.99983475  x   0.99960967  =   0.99944449
 TL0798
 TL0798:                Primary Azimuth Mark                     Grid Az
 TL0798:SPC MT       -  BOUNDARY MON 352 CD US                   271 13 23.6
 TL0798:UTM  12      -  BOUNDARY MON 352 CD US                   270 08 05.5
 TL0798
 TL0798|---------------------------------------------------------------------|
 TL0798| PID    Reference Object                     Distance      Geod. Az  |
 TL0798|                                                           dddmmss.s |
 TL0798| TL0797 BOUNDARY MON 352 CD US              APPROX. 1.8 KM 2695043.2 |
 TL0798|---------------------------------------------------------------------|
 TL0798
 TL0798                          SUPERSEDED SURVEY CONTROL
 TL0798
 TL0798  NAD 83(1986)-  48 59 49.25504(N)    111 23 01.13193(W) AD(       ) 3
 TL0798
 TL0798.Superseded values are not recommended for survey control.
 TL0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0798.See file dsdata.txt to determine how the superseded data were derived.
 TL0798
 TL0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV7193827195(NAD 83)
 TL0798_MARKER: Z = SEE DESCRIPTION
 TL0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0798+STABILITY: SURFACE MOTION
 TL0798
 TL0798  HISTORY     - Date     Condition        Report By
 TL0798  HISTORY     - 1908     MONUMENTED       IBC
 TL0798  HISTORY     - 1975     GOOD             IBC
 TL0798
 TL0798                          STATION DESCRIPTION
 TL0798
 TL0798'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0798'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0798'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0798'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0798'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0798'
 TL0798'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0798'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0798'---OCTOBER 20, 1818---.
 TL0798'
 TL0798'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0798'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0798'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0798'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0798'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0798'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0798'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0798'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0798'
 TL0798'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0798'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0798'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0798'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0798'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0798'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0798'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0798'AND---CANADA---ON THE WEST SIDE.
 TL0798'
 TL0798'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0798'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0798'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0798'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0798'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0798
 TL0798                          STATION RECOVERY (1975)
 TL0798
 TL0798'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0799 ***********************************************************************
 TL0799  DESIGNATION -  BOUNDARY MON 354 CD US
 TL0799  PID         -  TL0799
 TL0799  STATE/COUNTY-  MT/TOOLE
 TL0799  USGS QUAD   -  WHITLASH (1962)
 TL0799
 TL0799                         *CURRENT SURVEY CONTROL
 TL0799  ___________________________________________________________________
 TL0799* NAD 83(1992)-  48 59 49.44047(N)    111 21 24.59694(W)     ADJUSTED  
 TL0799* NAVD 88     -      1118.     (meters)    3668.     (feet)  SCALED    
 TL0799  ___________________________________________________________________
 TL0799  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 TL0799  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TL0799
 TL0799  HORZ ORDER  -  THIRD
 TL0799
 TL0799.The horizontal coordinates were established by classical geodetic methods
 TL0799.and adjusted by the National Geodetic Survey in July 1992..
 TL0799
 TL0799.The orthometric height was scaled from a topographic map.
 TL0799
 TL0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0799
 TL0799.The geoid height was determined by GEOID03.
 TL0799
 TL0799;                    North         East     Units Scale Factor Converg.
 TL0799;SPC MT       -   529,151.844   464,137.231   MT  0.99999820   -1 21 29.8
 TL0799;SPC MT       - 1,736,062.48  1,522,759.94   iFT  0.99999820   -1 21 29.8
 TL0799;UTM  12      - 5,427,191.050   473,898.862   MT  0.99960837   -0 16 09.5
 TL0799
 TL0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0799!SPC MT       -   0.99982724  x   0.99999820  =   0.99982544
 TL0799!UTM  12      -   0.99982724  x   0.99960837  =   0.99943567
 TL0799
 TL0799:                Primary Azimuth Mark                     Grid Az
 TL0799:SPC MT       -  BOUNDARY MON 353 CD US                   271 12 02.2
 TL0799:UTM  12      -  BOUNDARY MON 353 CD US                   270 06 41.9
 TL0799
 TL0799|---------------------------------------------------------------------|
 TL0799| PID    Reference Object                     Distance      Geod. Az  |
 TL0799|                                                           dddmmss.s |
 TL0799| TL0798 BOUNDARY MON 353 CD US              APPROX. 2.0 KM 2695032.4 |
 TL0799|---------------------------------------------------------------------|
 TL0799
 TL0799                          SUPERSEDED SURVEY CONTROL
 TL0799
 TL0799  NAD 83(1986)-  48 59 49.44125(N)    111 21 24.60820(W) AD(       ) 3
 TL0799
 TL0799.Superseded values are not recommended for survey control.
 TL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0799.See file dsdata.txt to determine how the superseded data were derived.
 TL0799
 TL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV7389927191(NAD 83)
 TL0799_MARKER: Z = SEE DESCRIPTION
 TL0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0799+STABILITY: SURFACE MOTION
 TL0799
 TL0799  HISTORY     - Date     Condition        Report By
 TL0799  HISTORY     - 1908     MONUMENTED       IBC
 TL0799  HISTORY     - 1975     GOOD             IBC
 TL0799
 TL0799                          STATION DESCRIPTION
 TL0799
 TL0799'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0799'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0799'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0799'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0799'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0799'
 TL0799'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0799'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0799'---OCTOBER 20, 1818---.
 TL0799'
 TL0799'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0799'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0799'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0799'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0799'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0799'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0799'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0799'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0799'
 TL0799'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0799'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0799'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0799'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0799'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0799'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0799'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0799'AND---CANADA---ON THE WEST SIDE.
 TL0799'
 TL0799'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0799'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0799'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0799'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0799'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0799
 TL0799                          STATION RECOVERY (1975)
 TL0799
 TL0799'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0800 ***********************************************************************
 TL0800  DESIGNATION -  BOUNDARY MON 355 CD US
 TL0800  PID         -  TL0800
 TL0800  STATE/COUNTY-  MT/TOOLE
 TL0800  USGS QUAD   -  WHITLASH (1962)
 TL0800
 TL0800                         *CURRENT SURVEY CONTROL
 TL0800  ___________________________________________________________________
 TL0800* NAD 83(1992)-  48 59 49.70482(N)    111 19 09.45909(W)     ADJUSTED  
 TL0800* NAVD 88     -      1089.     (meters)    3573.     (feet)  SCALED    
 TL0800  ___________________________________________________________________
 TL0800  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 TL0800  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 TL0800
 TL0800  HORZ ORDER  -  THIRD
 TL0800
 TL0800.The horizontal coordinates were established by classical geodetic methods
 TL0800.and adjusted by the National Geodetic Survey in July 1992..
 TL0800
 TL0800.The orthometric height was scaled from a topographic map.
 TL0800
 TL0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0800
 TL0800.The geoid height was determined by GEOID03.
 TL0800
 TL0800;                    North         East     Units Scale Factor Converg.
 TL0800;SPC MT       -   529,095.552   466,883.565   MT  0.99999824   -1 19 51.0
 TL0800;SPC MT       - 1,735,877.80  1,531,770.23   iFT  0.99999824   -1 19 51.0
 TL0800;UTM  12      - 5,427,186.986   476,644.696   MT  0.99960670   -0 14 27.5
 TL0800
 TL0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0800!SPC MT       -   0.99983179  x   0.99999824  =   0.99983003
 TL0800!UTM  12      -   0.99983179  x   0.99960670  =   0.99943855
 TL0800
 TL0800:                Primary Azimuth Mark                     Grid Az
 TL0800:SPC MT       -  BOUNDARY MON 354 CD US                   271 10 28.8
 TL0800:UTM  12      -  BOUNDARY MON 354 CD US                   270 05 05.3
 TL0800
 TL0800|---------------------------------------------------------------------|
 TL0800| PID    Reference Object                     Distance      Geod. Az  |
 TL0800|                                                           dddmmss.s |
 TL0800| TL0799 BOUNDARY MON 354 CD US              APPROX. 2.7 KM 2695037.8 |
 TL0800|---------------------------------------------------------------------|
 TL0800
 TL0800                          SUPERSEDED SURVEY CONTROL
 TL0800
 TL0800  NAD 83(1986)-  48 59 49.70590(N)    111 19 09.47018(W) AD(       ) 3
 TL0800
 TL0800.Superseded values are not recommended for survey control.
 TL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0800.See file dsdata.txt to determine how the superseded data were derived.
 TL0800
 TL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV7664527187(NAD 83)
 TL0800_MARKER: Z = SEE DESCRIPTION
 TL0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0800+STABILITY: SURFACE MOTION
 TL0800
 TL0800  HISTORY     - Date     Condition        Report By
 TL0800  HISTORY     - 1908     MONUMENTED       IBC
 TL0800  HISTORY     - 1975     GOOD             IBC
 TL0800
 TL0800                          STATION DESCRIPTION
 TL0800
 TL0800'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0800'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0800'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0800'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0800'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0800'
 TL0800'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0800'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0800'---OCTOBER 20, 1818---.
 TL0800'
 TL0800'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0800'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0800'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0800'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0800'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0800'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0800'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0800'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0800'
 TL0800'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0800'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0800'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0800'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0800'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0800'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0800'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0800'AND---CANADA---ON THE WEST SIDE.
 TL0800'
 TL0800'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0800'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0800'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0800'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0800'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0800
 TL0800                          STATION RECOVERY (1975)
 TL0800
 TL0800'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0802 ***********************************************************************
 TL0802  DESIGNATION -  BOUNDARY MON 356 A
 TL0802  PID         -  TL0802
 TL0802  STATE/COUNTY-  MT/TOOLE
 TL0802  USGS QUAD   -  WHITLASH (1962)
 TL0802
 TL0802                         *CURRENT SURVEY CONTROL
 TL0802  ___________________________________________________________________
 TL0802* NAD 83(1992)-  48 59 50.12641(N)    111 15 33.51468(W)     ADJUSTED  
 TL0802* NAVD 88     -      1089.     (meters)    3573.     (feet)  SCALED    
 TL0802  ___________________________________________________________________
 TL0802  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 TL0802  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 TL0802
 TL0802  HORZ ORDER  -  THIRD
 TL0802
 TL0802.The horizontal coordinates were established by classical geodetic methods
 TL0802.and adjusted by the National Geodetic Survey in July 1992..
 TL0802
 TL0802.The orthometric height was scaled from a topographic map.
 TL0802
 TL0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0802
 TL0802.The geoid height was determined by GEOID03.
 TL0802
 TL0802;                    North         East     Units Scale Factor Converg.
 TL0802;SPC MT       -   529,008.308   471,272.133   MT  0.99999831   -1 17 13.0
 TL0802;SPC MT       - 1,735,591.56  1,546,168.42   iFT  0.99999831   -1 17 13.0
 TL0802;UTM  12      - 5,427,183.284   481,032.406   MT  0.99960442   -0 11 44.5
 TL0802
 TL0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0802!SPC MT       -   0.99983179  x   0.99999831  =   0.99983010
 TL0802!UTM  12      -   0.99983179  x   0.99960442  =   0.99943628
 TL0802
 TL0802|---------------------------------------------------------------------|
 TL0802| PID    Reference Object                     Distance      Geod. Az  |
 TL0802|                                                           dddmmss.s |
 TL0802| TL0803 BOUNDARY MON 356 B                  100.442 METERS 08950     |
 TL0802| TL0801 BOUNDARY MON 356 CD US              APPROX. 1.4 KM 2695009.1 |
 TL0802|---------------------------------------------------------------------|
 TL0802
 TL0802                          SUPERSEDED SURVEY CONTROL
 TL0802
 TL0802  NAD 83(1986)-  48 59 50.12804(N)    111 15 33.52549(W) AD(       ) 3
 TL0802
 TL0802.Superseded values are not recommended for survey control.
 TL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0802.See file dsdata.txt to determine how the superseded data were derived.
 TL0802
 TL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV8103227183(NAD 83)
 TL0802_MARKER: U = CONCRETE POST
 TL0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0802+STABILITY: SURFACE MOTION
 TL0802
 TL0802  HISTORY     - Date     Condition        Report By
 TL0802  HISTORY     - 1945     MONUMENTED       IBC
 TL0802  HISTORY     - 1965     GOOD             IBC
 TL0802  HISTORY     - 1971     GOOD             IBC
 TL0802  HISTORY     - 1975     GOOD             IBC
 TL0802
 TL0802                          STATION DESCRIPTION
 TL0802
 TL0802'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TL0802'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TL0802'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TL0802'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TL0802'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TL0802'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TL0802'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TL0802'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TL0802'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TL0802'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TL0802'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TL0802'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TL0802'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TL0802'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TL0802'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TL0802'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TL0802'CONCRETE.
 TL0802'
 TL0802'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TL0802'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TL0802'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TL0802'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TL0802'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TL0802'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TL0802'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TL0802'356 AND 357, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TL0802'CROSSING OF THE HIGHWAY BETWEEN WHITLASH, MONTANA, AND ADEN, ALBERTA.
 TL0802
 TL0802                          STATION RECOVERY (1965)
 TL0802
 TL0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TL0802'RECOVERED IN GOOD CONDITION.
 TL0802
 TL0802                          STATION RECOVERY (1971)
 TL0802
 TL0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TL0802'RECOVERED IN GOOD CONDITION.
 TL0802
 TL0802                          STATION RECOVERY (1975)
 TL0802
 TL0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0803 ***********************************************************************
 TL0803  DESIGNATION -  BOUNDARY MON 356 B
 TL0803  PID         -  TL0803
 TL0803  STATE/COUNTY-  MT/TOOLE
 TL0803  USGS QUAD   -  WHITLASH (1962)
 TL0803
 TL0803                         *CURRENT SURVEY CONTROL
 TL0803  ___________________________________________________________________
 TL0803* NAD 83(1992)-  48 59 50.13567(N)    111 15 28.57331(W)     ADJUSTED  
 TL0803* NAVD 88     -      1089.     (meters)    3573.     (feet)  SCALED    
 TL0803  ___________________________________________________________________
 TL0803  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 TL0803  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 TL0803
 TL0803  HORZ ORDER  -  THIRD
 TL0803
 TL0803.The horizontal coordinates were established by classical geodetic methods
 TL0803.and adjusted by the National Geodetic Survey in July 1992..
 TL0803
 TL0803.The orthometric height was scaled from a topographic map.
 TL0803
 TL0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0803
 TL0803.The geoid height was determined by GEOID03.
 TL0803
 TL0803;                    North         East     Units Scale Factor Converg.
 TL0803;SPC MT       -   529,006.339   471,372.555   MT  0.99999831   -1 17 09.4
 TL0803;SPC MT       - 1,735,585.10  1,546,497.88   iFT  0.99999831   -1 17 09.4
 TL0803;UTM  12      - 5,427,183.228   481,132.808   MT  0.99960437   -0 11 40.8
 TL0803
 TL0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0803!SPC MT       -   0.99983179  x   0.99999831  =   0.99983010
 TL0803!UTM  12      -   0.99983179  x   0.99960437  =   0.99943623
 TL0803
 TL0803:                Primary Azimuth Mark                     Grid Az
 TL0803:SPC MT       -  BOUNDARY MON 357 CD US                   091 07 25.2
 TL0803:UTM  12      -  BOUNDARY MON 357 CD US                   090 01 56.6
 TL0803
 TL0803|---------------------------------------------------------------------|
 TL0803| PID    Reference Object                     Distance      Geod. Az  |
 TL0803|                                                           dddmmss.s |
 TL0803| TL0804 BOUNDARY MON 357 CD US              APPROX. 1.5 KM 0895015.8 |
 TL0803| TL0802 BOUNDARY MON 356 A                  100.442 METERS 26950     |
 TL0803|---------------------------------------------------------------------|
 TL0803
 TL0803                          SUPERSEDED SURVEY CONTROL
 TL0803
 TL0803  NAD 83(1986)-  48 59 50.13732(N)    111 15 28.58429(W) AD(       ) 3
 TL0803
 TL0803.Superseded values are not recommended for survey control.
 TL0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0803.See file dsdata.txt to determine how the superseded data were derived.
 TL0803
 TL0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV8113327183(NAD 83)
 TL0803_MARKER: U = CONCRETE POST
 TL0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0803+STABILITY: SURFACE MOTION
 TL0803
 TL0803  HISTORY     - Date     Condition        Report By
 TL0803  HISTORY     - 1945     MONUMENTED       IBC
 TL0803  HISTORY     - 1965     GOOD             IBC
 TL0803  HISTORY     - 1971     GOOD             IBC
 TL0803  HISTORY     - 1975     GOOD             IBC
 TL0803
 TL0803                          STATION DESCRIPTION
 TL0803
 TL0803'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TL0803'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TL0803'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TL0803'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TL0803'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TL0803'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TL0803'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TL0803'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TL0803'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TL0803'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TL0803'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TL0803'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TL0803'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TL0803'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TL0803'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TL0803'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TL0803'CONCRETE.
 TL0803'
 TL0803'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TL0803'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TL0803'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TL0803'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TL0803'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TL0803'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TL0803'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TL0803'356 AND 357, ON THE EAST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TL0803'CROSSING OF THE HIGHWAY BETWEEN WHITLASH, MONTANA, AND ADEN, ALBERTA.
 TL0803
 TL0803                          STATION RECOVERY (1965)
 TL0803
 TL0803'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TL0803'RECOVERED IN GOOD CONDITION.
 TL0803
 TL0803                          STATION RECOVERY (1971)
 TL0803
 TL0803'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TL0803'RECOVERED IN GOOD CONDITION.
 TL0803
 TL0803                          STATION RECOVERY (1975)
 TL0803
 TL0803'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0801 ***********************************************************************
 TL0801  DESIGNATION -  BOUNDARY MON 356 CD US
 TL0801  PID         -  TL0801
 TL0801  STATE/COUNTY-  MT/TOOLE
 TL0801  USGS QUAD   -  WHITLASH (1962)
 TL0801
 TL0801                         *CURRENT SURVEY CONTROL
 TL0801  ___________________________________________________________________
 TL0801* NAD 83(1992)-  48 59 49.99082(N)    111 16 42.41055(W)     ADJUSTED  
 TL0801* NAVD 88     -      1084.     (meters)    3556.     (feet)  SCALED    
 TL0801  ___________________________________________________________________
 TL0801  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 TL0801  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 TL0801
 TL0801  HORZ ORDER  -  THIRD
 TL0801
 TL0801.The horizontal coordinates were established by classical geodetic methods
 TL0801.and adjusted by the National Geodetic Survey in July 1992..
 TL0801
 TL0801.The orthometric height was scaled from a topographic map.
 TL0801
 TL0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0801
 TL0801.The geoid height was determined by GEOID03.
 TL0801
 TL0801;                    North         East     Units Scale Factor Converg.
 TL0801;SPC MT       -   529,035.744   469,871.978   MT  0.99999829   -1 18 03.4
 TL0801;SPC MT       - 1,735,681.57  1,541,574.73   iFT  0.99999829   -1 18 03.4
 TL0801;UTM  12      - 5,427,184.055   479,632.533   MT  0.99960510   -0 12 36.5
 TL0801
 TL0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0801!SPC MT       -   0.99983257  x   0.99999829  =   0.99983086
 TL0801!UTM  12      -   0.99983257  x   0.99960510  =   0.99943774
 TL0801
 TL0801:                Primary Azimuth Mark                     Grid Az
 TL0801:SPC MT       -  BOUNDARY MON 355 CD US                   271 08 49.2
 TL0801:UTM  12      -  BOUNDARY MON 355 CD US                   270 03 22.3
 TL0801
 TL0801|---------------------------------------------------------------------|
 TL0801| PID    Reference Object                     Distance      Geod. Az  |
 TL0801|                                                           dddmmss.s |
 TL0801| TL0800 BOUNDARY MON 355 CD US              APPROX. 3.0 KM 2695045.8 |
 TL0801|---------------------------------------------------------------------|
 TL0801
 TL0801                          SUPERSEDED SURVEY CONTROL
 TL0801
 TL0801  NAD 83(1986)-  48 59 49.99224(N)    111 16 42.42148(W) AD(       ) 3
 TL0801
 TL0801.Superseded values are not recommended for survey control.
 TL0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0801.See file dsdata.txt to determine how the superseded data were derived.
 TL0801
 TL0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV7963327184(NAD 83)
 TL0801_MARKER: Z = SEE DESCRIPTION
 TL0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0801+STABILITY: SURFACE MOTION
 TL0801
 TL0801  HISTORY     - Date     Condition        Report By
 TL0801  HISTORY     - 1908     MONUMENTED       IBC
 TL0801  HISTORY     - 1941     GOOD             IBC
 TL0801  HISTORY     - 1945     GOOD             IBC
 TL0801  HISTORY     - 1975     GOOD             IBC
 TL0801
 TL0801                          STATION DESCRIPTION
 TL0801
 TL0801'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0801'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0801'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0801'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0801'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0801'
 TL0801'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0801'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0801'---OCTOBER 20, 1818---.
 TL0801'
 TL0801'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0801'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0801'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0801'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0801'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0801'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0801'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0801'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0801'
 TL0801'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0801'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0801'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0801'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0801'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0801'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0801'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0801'AND---CANADA---ON THE WEST SIDE.
 TL0801'
 TL0801'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0801'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0801'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0801'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0801'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0801
 TL0801                          STATION RECOVERY (1941)
 TL0801
 TL0801'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TL0801'RECOVERED IN GOOD CONDITION.
 TL0801
 TL0801                          STATION RECOVERY (1945)
 TL0801
 TL0801'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TL0801'RECOVERED IN GOOD CONDITION.
 TL0801
 TL0801                          STATION RECOVERY (1975)
 TL0801
 TL0801'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0804 ***********************************************************************
 TL0804  DESIGNATION -  BOUNDARY MON 357 CD US
 TL0804  PID         -  TL0804
 TL0804  STATE/COUNTY-  MT/HILL
 TL0804  USGS QUAD   -  HAWLEY HILL (1962)
 TL0804
 TL0804                         *CURRENT SURVEY CONTROL
 TL0804  ___________________________________________________________________
 TL0804* NAD 83(1992)-  48 59 50.26260(N)    111 14 17.17814(W)     ADJUSTED  
 TL0804* NAVD 88     -      1086.     (meters)    3563.     (feet)  SCALED    
 TL0804  ___________________________________________________________________
 TL0804  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 TL0804  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TL0804
 TL0804  HORZ ORDER  -  THIRD
 TL0804
 TL0804.The horizontal coordinates were established by classical geodetic methods
 TL0804.and adjusted by the National Geodetic Survey in July 1992..
 TL0804
 TL0804.The orthometric height was scaled from a topographic map.
 TL0804
 TL0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0804
 TL0804.The geoid height was determined by GEOID03.
 TL0804
 TL0804;                    North         East     Units Scale Factor Converg.
 TL0804;SPC MT       -   528,977.875   472,823.500   MT  0.99999834   -1 16 17.2
 TL0804;SPC MT       - 1,735,491.72  1,551,258.20   iFT  0.99999834   -1 16 17.2
 TL0804;UTM  12      - 5,427,182.409   482,583.460   MT  0.99960373   -0 10 46.9
 TL0804
 TL0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0804!SPC MT       -   0.99983226  x   0.99999834  =   0.99983060
 TL0804!UTM  12      -   0.99983226  x   0.99960373  =   0.99943606
 TL0804
 TL0804:                Primary Azimuth Mark                     Grid Az
 TL0804:SPC MT       -  BOUNDARY MON 358 CD US                   091 05 51.8
 TL0804:UTM  12      -  BOUNDARY MON 358 CD US                   090 00 21.5
 TL0804
 TL0804|---------------------------------------------------------------------|
 TL0804| PID    Reference Object                     Distance      Geod. Az  |
 TL0804|                                                           dddmmss.s |
 TL0804| TL0805 BOUNDARY MON 358 CD US              APPROX. 2.6 KM 0894934.6 |
 TL0804|---------------------------------------------------------------------|
 TL0804
 TL0804                          SUPERSEDED SURVEY CONTROL
 TL0804
 TL0804  NAD 83(1986)-  48 59 50.26452(N)    111 14 17.18901(W) AD(       ) 3
 TL0804
 TL0804.Superseded values are not recommended for survey control.
 TL0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0804.See file dsdata.txt to determine how the superseded data were derived.
 TL0804
 TL0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV8258327182(NAD 83)
 TL0804_MARKER: Z = SEE DESCRIPTION
 TL0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0804+STABILITY: SURFACE MOTION
 TL0804
 TL0804  HISTORY     - Date     Condition        Report By
 TL0804  HISTORY     - 1908     MONUMENTED       IBC
 TL0804  HISTORY     - 1941     GOOD             IBC
 TL0804  HISTORY     - 1945     GOOD             IBC
 TL0804  HISTORY     - 1975     GOOD             IBC
 TL0804
 TL0804                          STATION DESCRIPTION
 TL0804
 TL0804'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0804'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0804'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0804'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0804'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0804'
 TL0804'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0804'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0804'---OCTOBER 20, 1818---.
 TL0804'
 TL0804'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0804'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0804'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0804'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0804'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0804'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0804'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0804'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0804'
 TL0804'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0804'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0804'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0804'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0804'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0804'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0804'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0804'AND---CANADA---ON THE WEST SIDE.
 TL0804'
 TL0804'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0804'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0804'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0804'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0804'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0804
 TL0804                          STATION RECOVERY (1941)
 TL0804
 TL0804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TL0804'RECOVERED IN GOOD CONDITION.
 TL0804
 TL0804                          STATION RECOVERY (1945)
 TL0804
 TL0804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TL0804'RECOVERED IN GOOD CONDITION.
 TL0804
 TL0804                          STATION RECOVERY (1975)
 TL0804
 TL0804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0805 ***********************************************************************
 TL0805  DESIGNATION -  BOUNDARY MON 358 CD US
 TL0805  PID         -  TL0805
 TL0805  STATE/COUNTY-  MT/HILL
 TL0805  USGS QUAD   -  HAWLEY HILL (1962)
 TL0805
 TL0805                         *CURRENT SURVEY CONTROL
 TL0805  ___________________________________________________________________
 TL0805* NAD 83(1992)-  48 59 50.49949(N)    111 12 08.43995(W)     ADJUSTED  
 TL0805* NAVD 88     -      1130.     (meters)    3707.     (feet)  SCALED    
 TL0805  ___________________________________________________________________
 TL0805  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TL0805  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 TL0805
 TL0805  HORZ ORDER  -  THIRD
 TL0805
 TL0805.The horizontal coordinates were established by classical geodetic methods
 TL0805.and adjusted by the National Geodetic Survey in July 1992..
 TL0805
 TL0805.The orthometric height was scaled from a topographic map.
 TL0805
 TL0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0805
 TL0805.The geoid height was determined by GEOID03.
 TL0805
 TL0805;                    North         East     Units Scale Factor Converg.
 TL0805;SPC MT       -   528,927.724   475,439.833   MT  0.99999838   -1 14 43.0
 TL0805;SPC MT       - 1,735,327.18  1,559,841.97   iFT  0.99999838   -1 14 43.0
 TL0805;UTM  12      - 5,427,182.136   485,199.240   MT  0.99960269   -0 09 09.7
 TL0805
 TL0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0805!SPC MT       -   0.99982537  x   0.99999838  =   0.99982375
 TL0805!UTM  12      -   0.99982537  x   0.99960269  =   0.99942813
 TL0805
 TL0805:                Primary Azimuth Mark                     Grid Az
 TL0805:SPC MT       -  BOUNDARY MON 357 CD US                   271 05 54.8
 TL0805:UTM  12      -  BOUNDARY MON 357 CD US                   270 00 21.5
 TL0805
 TL0805|---------------------------------------------------------------------|
 TL0805| PID    Reference Object                     Distance      Geod. Az  |
 TL0805|                                                           dddmmss.s |
 TL0805| TL0804 BOUNDARY MON 357 CD US              APPROX. 2.6 KM 2695111.8 |
 TL0805|---------------------------------------------------------------------|
 TL0805
 TL0805                          SUPERSEDED SURVEY CONTROL
 TL0805
 TL0805  NAD 83(1986)-  48 59 50.50181(N)    111 12 08.45058(W) AD(       ) 3
 TL0805
 TL0805.Superseded values are not recommended for survey control.
 TL0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0805.See file dsdata.txt to determine how the superseded data were derived.
 TL0805
 TL0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV8519927182(NAD 83)
 TL0805_MARKER: Z = SEE DESCRIPTION
 TL0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0805+STABILITY: SURFACE MOTION
 TL0805
 TL0805  HISTORY     - Date     Condition        Report By
 TL0805  HISTORY     - 1908     MONUMENTED       IBC
 TL0805  HISTORY     - 1941     GOOD             IBC
 TL0805  HISTORY     - 1975     GOOD             IBC
 TL0805
 TL0805                          STATION DESCRIPTION
 TL0805
 TL0805'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0805'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0805'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0805'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0805'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0805'
 TL0805'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0805'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0805'---OCTOBER 20, 1818---.
 TL0805'
 TL0805'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0805'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0805'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0805'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0805'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0805'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0805'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0805'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0805'
 TL0805'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0805'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0805'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0805'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0805'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0805'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0805'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0805'AND---CANADA---ON THE WEST SIDE.
 TL0805'
 TL0805'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0805'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0805'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0805'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0805'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0805
 TL0805                          STATION RECOVERY (1941)
 TL0805
 TL0805'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TL0805'RECOVERED IN GOOD CONDITION.
 TL0805
 TL0805                          STATION RECOVERY (1975)
 TL0805
 TL0805'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0806 ***********************************************************************
 TL0806  DESIGNATION -  BOUNDARY MON 359 CD US
 TL0806  PID         -  TL0806
 TL0806  STATE/COUNTY-  MT/HILL
 TL0806  USGS QUAD   -  HAWLEY HILL (1962)
 TL0806
 TL0806                         *CURRENT SURVEY CONTROL
 TL0806  ___________________________________________________________________
 TL0806* NAD 83(1992)-  48 59 50.68962(N)    111 10 50.52689(W)     ADJUSTED  
 TL0806* NAVD 88     -      1203.     (meters)    3947.     (feet)  SCALED    
 TL0806  ___________________________________________________________________
 TL0806  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 TL0806  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TL0806
 TL0806  HORZ ORDER  -  THIRD
 TL0806
 TL0806.The horizontal coordinates were established by classical geodetic methods
 TL0806.and adjusted by the National Geodetic Survey in July 1992..
 TL0806
 TL0806.The orthometric height was scaled from a topographic map.
 TL0806
 TL0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0806
 TL0806.The geoid height was determined by GEOID03.
 TL0806
 TL0806;                    North         East     Units Scale Factor Converg.
 TL0806;SPC MT       -   528,899.397   477,023.293   MT  0.99999841   -1 13 46.0
 TL0806;SPC MT       - 1,735,234.24  1,565,037.05   iFT  0.99999841   -1 13 46.0
 TL0806;UTM  12      - 5,427,184.014   486,782.325   MT  0.99960215   -0 08 10.9
 TL0806
 TL0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0806!SPC MT       -   0.99981394  x   0.99999841  =   0.99981235
 TL0806!UTM  12      -   0.99981394  x   0.99960215  =   0.99941616
 TL0806
 TL0806:                Primary Azimuth Mark                     Grid Az
 TL0806:SPC MT       -  BOUNDARY MON 358 CD US                   271 01 30.4
 TL0806:UTM  12      -  BOUNDARY MON 358 CD US                   269 55 55.3
 TL0806
 TL0806|---------------------------------------------------------------------|
 TL0806| PID    Reference Object                     Distance      Geod. Az  |
 TL0806|                                                           dddmmss.s |
 TL0806| TL0805 BOUNDARY MON 358 CD US              APPROX. 1.6 KM 2694744.4 |
 TL0806|---------------------------------------------------------------------|
 TL0806
 TL0806                          SUPERSEDED SURVEY CONTROL
 TL0806
 TL0806  NAD 83(1986)-  48 59 50.69192(N)    111 10 50.53740(W) AD(       ) 3
 TL0806
 TL0806.Superseded values are not recommended for survey control.
 TL0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0806.See file dsdata.txt to determine how the superseded data were derived.
 TL0806
 TL0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV8678227184(NAD 83)
 TL0806_MARKER: Z = SEE DESCRIPTION
 TL0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0806+STABILITY: SURFACE MOTION
 TL0806
 TL0806  HISTORY     - Date     Condition        Report By
 TL0806  HISTORY     - 1908     MONUMENTED       IBC
 TL0806  HISTORY     - 1975     GOOD             IBC
 TL0806
 TL0806                          STATION DESCRIPTION
 TL0806
 TL0806'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0806'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0806'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0806'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0806'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0806'
 TL0806'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0806'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0806'---OCTOBER 20, 1818---.
 TL0806'
 TL0806'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0806'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0806'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0806'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0806'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0806'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0806'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0806'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0806'
 TL0806'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0806'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0806'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0806'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0806'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0806'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0806'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0806'AND---CANADA---ON THE WEST SIDE.
 TL0806'
 TL0806'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0806'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0806'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0806'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0806'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0806
 TL0806                          STATION RECOVERY (1975)
 TL0806
 TL0806'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0807 ***********************************************************************
 TL0807  DESIGNATION -  BOUNDARY MON 360 CD US
 TL0807  PID         -  TL0807
 TL0807  STATE/COUNTY-  MT/HILL
 TL0807  USGS QUAD   -  HAWLEY HILL (1962)
 TL0807
 TL0807                         *CURRENT SURVEY CONTROL
 TL0807  ___________________________________________________________________
 TL0807* NAD 83(1992)-  48 59 50.98411(N)    111 09 00.10482(W)     ADJUSTED  
 TL0807* NAVD 88     -      1163.     (meters)    3816.     (feet)  SCALED    
 TL0807  ___________________________________________________________________
 TL0807  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 TL0807  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 TL0807
 TL0807  HORZ ORDER  -  THIRD
 TL0807
 TL0807.The horizontal coordinates were established by classical geodetic methods
 TL0807.and adjusted by the National Geodetic Survey in July 1992..
 TL0807
 TL0807.The orthometric height was scaled from a topographic map.
 TL0807
 TL0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0807
 TL0807.The geoid height was determined by GEOID03.
 TL0807
 TL0807;                    North         East     Units Scale Factor Converg.
 TL0807;SPC MT       -   528,860.774   479,267.474   MT  0.99999846   -1 12 25.2
 TL0807;SPC MT       - 1,735,107.53  1,572,399.85   iFT  0.99999846   -1 12 25.2
 TL0807;UTM  12      - 5,427,188.220   489,025.943   MT  0.99960148   -0 06 47.6
 TL0807
 TL0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0807!SPC MT       -   0.99982021  x   0.99999846  =   0.99981867
 TL0807!UTM  12      -   0.99982021  x   0.99960148  =   0.99942176
 TL0807
 TL0807:                Primary Azimuth Mark                     Grid Az
 TL0807:SPC MT       -  BOUNDARY MON 359 CD US                   270 59 10.9
 TL0807:UTM  12      -  BOUNDARY MON 359 CD US                   269 53 33.3
 TL0807
 TL0807|---------------------------------------------------------------------|
 TL0807| PID    Reference Object                     Distance      Geod. Az  |
 TL0807|                                                           dddmmss.s |
 TL0807| TL0806 BOUNDARY MON 359 CD US              APPROX. 2.2 KM 2694645.7 |
 TL0807|---------------------------------------------------------------------|
 TL0807
 TL0807                          SUPERSEDED SURVEY CONTROL
 TL0807
 TL0807  NAD 83(1986)-  48 59 50.98645(N)    111 09 00.11518(W) AD(       ) 3
 TL0807
 TL0807.Superseded values are not recommended for survey control.
 TL0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0807.See file dsdata.txt to determine how the superseded data were derived.
 TL0807
 TL0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV8902627188(NAD 83)
 TL0807_MARKER: Z = SEE DESCRIPTION
 TL0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0807+STABILITY: SURFACE MOTION
 TL0807
 TL0807  HISTORY     - Date     Condition        Report By
 TL0807  HISTORY     - 1908     MONUMENTED       IBC
 TL0807  HISTORY     - 1975     GOOD             IBC
 TL0807
 TL0807                          STATION DESCRIPTION
 TL0807
 TL0807'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0807'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0807'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0807'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0807'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0807'
 TL0807'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0807'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0807'---OCTOBER 20, 1818---.
 TL0807'
 TL0807'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0807'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0807'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0807'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0807'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0807'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0807'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0807'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0807'
 TL0807'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0807'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0807'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0807'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0807'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0807'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0807'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0807'AND---CANADA---ON THE WEST SIDE.
 TL0807'
 TL0807'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0807'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0807'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0807'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0807'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0807
 TL0807                          STATION RECOVERY (1975)
 TL0807
 TL0807'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0290 ***********************************************************************
 QU0290  DESIGNATION -  BOUNDARY MON 360 M 45.35 C MT ND SD
 QU0290  PID         -  QU0290
 QU0290  STATE/COUNTY-  MT/FALLON
 QU0290  USGS QUAD   -  SNIDER HILL (1980)
 QU0290
 QU0290                         *CURRENT SURVEY CONTROL
 QU0290  ___________________________________________________________________
 QU0290* NAD 83(1996)-  45 56 42.97265(N)    104 02 43.96634(W)     ADJUSTED  
 QU0290* NAVD 88     -       928.9    (meters)    3048.     (feet)  VERTCON   
 QU0290  ___________________________________________________________________
 QU0290  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 QU0290  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 QU0290
 QU0290  HORZ ORDER  -  SECOND
 QU0290
 QU0290.The horizontal coordinates were established by classical geodetic methods
 QU0290.and adjusted by the National Geodetic Survey in January 1998..
 QU0290
 QU0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0290
 QU0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0290
 QU0290.The geoid height was determined by GEOID03.
 QU0290
 QU0290;                    North         East     Units Scale Factor Converg.
 QU0290;SPC MT       -   203,111.303 1,022,410.537   MT  0.99956439   +3 59 23.8
 QU0290;SPC MT       -   666,375.67  3,354,365.28   iFT  0.99956439   +3 59 23.8
 QU0290;SPC ND S     -    37,172.670   325,157.768   MT  1.00005529   -2 35 09.8
 QU0290;SPC ND S     -   121,957.58  1,066,790.58   iFT  1.00005529   -2 35 09.8
 QU0290;SPC SD N     -   242,535.296   286,421.190   MT  1.00006111   -2 51 47.5
 QU0290;SPC SD N     -   795,717.88    939,700.19   sFT  1.00006111   -2 51 47.5
 QU0290;UTM  13      - 5,088,409.516   573,978.291   MT  0.99966728   +0 41 09.5
 QU0290
 QU0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0290!SPC MT       -   0.99985688  x   0.99956439  =   0.99942133
 QU0290!SPC ND S     -   0.99985688  x   1.00005529  =   0.99991216
 QU0290!SPC SD N     -   0.99985688  x   1.00006111  =   0.99991798
 QU0290!UTM  13      -   0.99985688  x   0.99966728  =   0.99952421
 QU0290
 QU0290|---------------------------------------------------------------------|
 QU0290| PID    Reference Object                     Distance      Geod. Az  |
 QU0290|                                                           dddmmss.s |
 QU0290| QU0291 MONKOTAS                            391.306 METERS 23619     |
 QU0290|---------------------------------------------------------------------|
 QU0290
 QU0290                          SUPERSEDED SURVEY CONTROL
 QU0290
 QU0290  NAD 83(1992)-  45 56 42.96274(N)    104 02 43.96491(W) AD(       ) 2
 QU0290  NAD 83(1986)-  45 56 42.95338(N)    104 02 43.95408(W) AD(       ) 2
 QU0290  NAD 27      -  45 56 42.95200(N)    104 02 42.18900(W) AD(       ) 2
 QU0290  NGVD 29 (07/19/86)  928.4    (m)         3046.     (f) VERT ANG       
 QU0290
 QU0290.Superseded values are not recommended for survey control.
 QU0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0290.See file dsdata.txt to determine how the superseded data were derived.
 QU0290
 QU0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL7397888410(NAD 83)
 QU0290_MARKER: X = CHISELED CROSS
 QU0290_SETTING: 0 = UNSPECIFIED SETTING
 QU0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0290
 QU0290  HISTORY     - Date     Condition        Report By
 QU0290  HISTORY     - 1949     MONUMENTED       CGS
 QU0290
 QU0290                          STATION DESCRIPTION
 QU0290
 QU0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0290'STATION IS LOCATED ON THE MONTANA, NORTH DAKOTA, AND SOUTH
 QU0290'DAKOTA STATE LINE, ABOUT 24 MILES SOUTH-SOUTHWEST OF MARMARTH,
 QU0290'NORTH DAKOTA, ABOUT 40 FEET SOUTH OF A TRACK ROAD, AND 10
 QU0290'FEET EAST OF A WIRE FENCE.
 QU0290'
 QU0290'TO REACH FROM THE FIRST NATIONAL BANK IN MARMARTH, NORTH
 QU0290'DAKOTA, GO WEST ON U.S. HIGHWAY 12 FOR 0.4 MILE TO A FORK.
 QU0290'BEAR LEFT, LEAVING HIGHWAY, AND FOLLOW MAIN GRADED ROAD FOR
 QU0290'23.5 MILES TO A FORK.  BEAR LEFT, KEEPING MAIN ROAD, AND GO 1.9
 QU0290'MILES TO A SIDE ROAD RIGHT AT A BARREL MAIL BOX.  TURN RIGHT
 QU0290'ON TRACK ROAD AND GO 0.4 MILE TO A FORK.  BEAR LEFT AND GO 0.45
 QU0290'MILE TO A FORK.  BEAR LEFT AND GO 1.25 MILES TO A BOUNDARY
 QU0290'MONUMENT.  TURN RIGHT AND GO WEST ACROSS COUNTRY FOR 2.2
 QU0290'MILES TO A GATE AND STATION ON LEFT.
 QU0290'
 QU0290'THE STATION MARK IS A CROSS CHISELED IN THE TOP OF A 12 X
 QU0290'12-INCH, RED GRANITE MONTANA, NORTH DAKOTA, AND SOUTH DAKOTA
 QU0290'STATE BOUNDARY MONUMENT.  THE MARK PROJECTS 3.6 FEET.  CHISELED
 QU0290'ON THE NORTH SIDE IS MONT. N.D.  ON THE EAST SIDE, 1892
 QU0290'T. M. 360 M 45.35 C.  ON THE SOUTH SIDE, MONT. S.D.  AND ON THE
 QU0290'WEST SIDE, MONT. C. H. BATES U.S. SUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0743 ***********************************************************************
 TL0743  DESIGNATION -  BOUNDARY MON 361 CD US
 TL0743  PID         -  TL0743
 TL0743  STATE/COUNTY-  MT/LIBERTY
 TL0743  USGS QUAD   -  BINGHAM LAKE (1962)
 TL0743
 TL0743                         *CURRENT SURVEY CONTROL
 TL0743  ___________________________________________________________________
 TL0743* NAD 83(1992)-  48 59 51.36658(N)    111 06 28.50100(W)     ADJUSTED  
 TL0743* NAVD 88     -      1130.9    (meters)    3710.     (feet)  VERTCON   
 TL0743  ___________________________________________________________________
 TL0743  X           -  -1,510,139.637 (meters)                     COMP
 TL0743  Y           -  -3,912,008.814 (meters)                     COMP
 TL0743  Z           -   4,791,225.454 (meters)                     COMP
 TL0743  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 TL0743  ELLIP HEIGHT-        1115.28  (meters)          (07/28/92) GPS OBS
 TL0743  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 TL0743
 TL0743  HORZ ORDER  -  FIRST
 TL0743  ELLP ORDER  -  FIFTH     CLASS I
 TL0743
 TL0743.The horizontal coordinates were established by GPS observations
 TL0743.and adjusted by the National Geodetic Survey in July 1992..
 TL0743
 TL0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0743
 TL0743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0743
 TL0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0743
 TL0743.The ellipsoidal height was determined by GPS observations
 TL0743.and is referenced to NAD 83.
 TL0743
 TL0743.The geoid height was determined by GEOID03.
 TL0743
 TL0743;                    North         East     Units Scale Factor Converg.
 TL0743;SPC MT       -   528,808.502   482,348.623   MT  0.99999852   -1 10 34.3
 TL0743;SPC MT       - 1,734,936.03  1,582,508.61   iFT  0.99999852   -1 10 34.3
 TL0743;UTM  12      - 5,427,194.798   492,106.304   MT  0.99960077   -0 04 53.2
 TL0743
 TL0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0743!SPC MT       -   0.99982525  x   0.99999852  =   0.99982377
 TL0743!UTM  12      -   0.99982525  x   0.99960077  =   0.99942609
 TL0743
 TL0743:                Primary Azimuth Mark                     Grid Az
 TL0743:SPC MT       -  BOUNDARY MON 360 CD US                   270 58 20.7
 TL0743:UTM  12      -  BOUNDARY MON 360 CD US                   269 52 39.6
 TL0743
 TL0743|---------------------------------------------------------------------|
 TL0743| PID    Reference Object                     Distance      Geod. Az  |
 TL0743|                                                           dddmmss.s |
 TL0743| TL0807 BOUNDARY MON 360 CD US              APPROX. 3.1 KM 2694746.4 |
 TL0743|---------------------------------------------------------------------|
 TL0743
 TL0743                          SUPERSEDED SURVEY CONTROL
 TL0743
 TL0743  NAD 83(1986)-  48 59 51.36888(N)    111 06 28.51118(W) AD(       ) 1
 TL0743  NGVD 29 (08/25/89) 1129.9    (m)         3707.     (f) GPS OBS        
 TL0743
 TL0743.Superseded values are not recommended for survey control.
 TL0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0743.See file dsdata.txt to determine how the superseded data were derived.
 TL0743
 TL0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV9210627195(NAD 83)
 TL0743_MARKER: DU = BOUNDARY MARKER
 TL0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0743_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0743+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 TL0743
 TL0743  HISTORY     - Date     Condition        Report By
 TL0743  HISTORY     - 1908     MONUMENTED       IBC
 TL0743  HISTORY     - 1908     GOOD             IBC
 TL0743  HISTORY     - 1975     GOOD             IBC
 TL0743  HISTORY     - 19880801 SEE DESCRIPTION  NGS
 TL0743
 TL0743                          STATION DESCRIPTION
 TL0743
 TL0743'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0743'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0743'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0743'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0743'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0743'
 TL0743'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0743'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0743'---OCTOBER 20, 1818---.
 TL0743'
 TL0743'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0743'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0743'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0743'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0743'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0743'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0743'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0743'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0743'
 TL0743'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0743'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0743'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0743'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0743'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0743'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0743'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0743'AND---CANADA---ON THE WEST SIDE.
 TL0743'
 TL0743'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0743'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0743'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0743'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0743'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0743
 TL0743                          STATION RECOVERY (1908)
 TL0743
 TL0743'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1908
 TL0743'RECOVERED IN GOOD CONDITION.
 TL0743
 TL0743                          STATION RECOVERY (1975)
 TL0743
 TL0743'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0743'RECOVERED IN GOOD CONDITION.
 TL0743
 TL0743                          STATION RECOVERY (1988)
 TL0743
 TL0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TL0743'THE MONUMENT IS LOCATED ABOUT 16.9 KM (10.50 MI) NORTHEAST OF WHITLASH
 TL0743'AND ABOUT 10.9 KM (6.75 MI) EAST OF THE WHITLASH, MONTANA - ADEN,
 TL0743'ALBERTA BORDER CROSSING.
 TL0743'TO REACH THE MONUMENT FROM THE SMALL SETTLEMENT OF WHITLASH, GO EAST
 TL0743'AND THEN NORTH ON A MAIN GRAVEL ROAD FOR 11.9 KM (7.40 MI) TO A
 TL0743'T-GRAVEL ROAD INTERSECTION.  TURN RIGHT AND GO EAST ON THE GRAVEL
 TL0743'ROAD FOR 2.4 KM (1.50 MI) TO A CROSSROAD AND THE BINGHAM RANCH ON THE
 TL0743'LEFT.  CONTINUE EAST ON THE GRAVEL ROAD FOR 1.1 KM (0.70 MI) TO A
 TL0743'TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD NORTHEASTERLY
 TL0743'FOR 1.1 KM (0.70 MI) TO A WIRE GATE.  PASS THROUGH THE GATE AND
 TL0743'CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 1.1 KM (0.70 MI) TO A
 TL0743'GATE IN A NORTH-SOUTH FENCE.  TURN LEFT AND GO NORTH ALONG THE WEST
 TL0743'SIDE OF THE FENCE FOR 0.5 KM (0.30 MI) TO THE BOUNDARY.  TURN LEFT
 TL0743'AND GO WEST ALONG THE BOUNDARY FOR 0.56 KM (0.35 MI) TO THE MONUMENT.
 TL0743'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.5 M
 TL0743'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TL0743'SITS IN AN IMMEDIATE SMALL DEPRESSION.  INSCRIBED ON THE OBELISK IN
 TL0743'RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE,
 TL0743'--TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH
 TL0743'SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --361-- IS DRILLED
 TL0743'NEAR THE TOP OF THE EAST SIDE OF THE OBELISK WITH LARGE PORTIONS OF
 TL0743'THE TOP OF THE CONCRETE LOOSE OR MISSING.
 TL0743'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TL0743'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0808 ***********************************************************************
 TL0808  DESIGNATION -  BOUNDARY MON 362 CD US
 TL0808  PID         -  TL0808
 TL0808  STATE/COUNTY-  MT/HILL
 TL0808  USGS QUAD   -  BINGHAM LAKE (1962)
 TL0808
 TL0808                         *CURRENT SURVEY CONTROL
 TL0808  ___________________________________________________________________
 TL0808* NAD 83(1992)-  48 59 51.52932(N)    111 05 22.51228(W)     ADJUSTED  
 TL0808* NAVD 88     -      1114.     (meters)    3655.     (feet)  SCALED    
 TL0808  ___________________________________________________________________
 TL0808  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 TL0808  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 TL0808
 TL0808  HORZ ORDER  -  THIRD
 TL0808
 TL0808.The horizontal coordinates were established by classical geodetic methods
 TL0808.and adjusted by the National Geodetic Survey in July 1992..
 TL0808
 TL0808.The orthometric height was scaled from a topographic map.
 TL0808
 TL0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0808
 TL0808.The geoid height was determined by GEOID03.
 TL0808
 TL0808;                    North         East     Units Scale Factor Converg.
 TL0808;SPC MT       -   528,786.152   483,689.761   MT  0.99999855   -1 09 46.0
 TL0808;SPC MT       - 1,734,862.70  1,586,908.66   iFT  0.99999855   -1 09 46.0
 TL0808;UTM  12      - 5,427,198.079   493,447.091   MT  0.99960053   -0 04 03.4
 TL0808
 TL0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0808!SPC MT       -   0.99982790  x   0.99999855  =   0.99982645
 TL0808!UTM  12      -   0.99982790  x   0.99960053  =   0.99942850
 TL0808
 TL0808:                Primary Azimuth Mark                     Grid Az
 TL0808:SPC MT       -  CENTER V                                 098 02 19.3
 TL0808:UTM  12      -  CENTER V                                 096 56 36.7
 TL0808
 TL0808|---------------------------------------------------------------------|
 TL0808| PID    Reference Object                     Distance      Geod. Az  |
 TL0808|                                                           dddmmss.s |
 TL0808| TL0763 CENTER V                            APPROX. 4.1 KM 0965233.3 |
 TL0808|---------------------------------------------------------------------|
 TL0808
 TL0808                          SUPERSEDED SURVEY CONTROL
 TL0808
 TL0808  NAD 83(1986)-  48 59 51.53153(N)    111 05 22.51998(W) AD(       ) 3
 TL0808
 TL0808.Superseded values are not recommended for survey control.
 TL0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0808.See file dsdata.txt to determine how the superseded data were derived.
 TL0808
 TL0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV9344727198(NAD 83)
 TL0808_MARKER: Z = SEE DESCRIPTION
 TL0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0808+STABILITY: SURFACE MOTION
 TL0808
 TL0808  HISTORY     - Date     Condition        Report By
 TL0808  HISTORY     - 1908     MONUMENTED       IBC
 TL0808  HISTORY     - 1975     GOOD             IBC
 TL0808
 TL0808                          STATION DESCRIPTION
 TL0808
 TL0808'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0808'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0808'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0808'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0808'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0808'
 TL0808'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0808'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0808'---OCTOBER 20, 1818---.
 TL0808'
 TL0808'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0808'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0808'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0808'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0808'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0808'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0808'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0808'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0808'
 TL0808'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0808'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0808'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0808'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0808'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0808'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0808'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0808'AND---CANADA---ON THE WEST SIDE.
 TL0808'
 TL0808'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0808'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0808'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0808'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0808'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0808
 TL0808                          STATION RECOVERY (1975)
 TL0808
 TL0808'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0809 ***********************************************************************
 TL0809  DESIGNATION -  BOUNDARY MON 363 CD US
 TL0809  PID         -  TL0809
 TL0809  STATE/COUNTY-  MT/HILL
 TL0809  USGS QUAD   -  BINGHAM LAKE (1962)
 TL0809
 TL0809                         *CURRENT SURVEY CONTROL
 TL0809  ___________________________________________________________________
 TL0809* NAD 83(1992)-  48 59 51.97673(N)    111 02 34.22034(W)     ADJUSTED  
 TL0809* NAVD 88     -      1101.     (meters)    3612.     (feet)  SCALED    
 TL0809  ___________________________________________________________________
 TL0809  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 TL0809  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 TL0809
 TL0809  HORZ ORDER  -  THIRD
 TL0809
 TL0809.The horizontal coordinates were established by classical geodetic methods
 TL0809.and adjusted by the National Geodetic Survey in July 1992..
 TL0809
 TL0809.The orthometric height was scaled from a topographic map.
 TL0809
 TL0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0809
 TL0809.The geoid height was determined by GEOID03.
 TL0809
 TL0809;                    North         East     Units Scale Factor Converg.
 TL0809;SPC MT       -   528,731.573   487,110.123   MT  0.99999863   -1 07 42.9
 TL0809;SPC MT       - 1,734,683.64  1,598,130.32   iFT  0.99999863   -1 07 42.9
 TL0809;UTM  12      - 5,427,208.913   496,866.509   MT  0.99960012   -0 01 56.4
 TL0809
 TL0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0809!SPC MT       -   0.99982995  x   0.99999863  =   0.99982858
 TL0809!UTM  12      -   0.99982995  x   0.99960012  =   0.99943014
 TL0809
 TL0809:                Primary Azimuth Mark                     Grid Az
 TL0809:SPC MT       -  BOUNDARY MON 362 CD US                   270 54 53.0
 TL0809:UTM  12      -  BOUNDARY MON 362 CD US                   269 49 06.5
 TL0809
 TL0809|---------------------------------------------------------------------|
 TL0809| PID    Reference Object                     Distance      Geod. Az  |
 TL0809|                                                           dddmmss.s |
 TL0809| TL0808 BOUNDARY MON 362 CD US              APPROX. 3.4 KM 2694710.1 |
 TL0809|---------------------------------------------------------------------|
 TL0809
 TL0809                          SUPERSEDED SURVEY CONTROL
 TL0809
 TL0809  NAD 83(1986)-  48 59 51.97835(N)    111 02 34.22555(W) AD(       ) 3
 TL0809
 TL0809.Superseded values are not recommended for survey control.
 TL0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0809.See file dsdata.txt to determine how the superseded data were derived.
 TL0809
 TL0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV9686727209(NAD 83)
 TL0809_MARKER: Z = SEE DESCRIPTION
 TL0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0809+STABILITY: SURFACE MOTION
 TL0809
 TL0809  HISTORY     - Date     Condition        Report By
 TL0809  HISTORY     - 1908     MONUMENTED       IBC
 TL0809  HISTORY     - 1975     GOOD             IBC
 TL0809
 TL0809                          STATION DESCRIPTION
 TL0809
 TL0809'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0809'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0809'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0809'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0809'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0809'
 TL0809'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0809'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0809'---OCTOBER 20, 1818---.
 TL0809'
 TL0809'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0809'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0809'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0809'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0809'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0809'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0809'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0809'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0809'
 TL0809'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0809'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0809'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0809'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0809'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0809'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0809'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0809'AND---CANADA---ON THE WEST SIDE.
 TL0809'
 TL0809'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0809'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0809'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0809'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0809'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0809
 TL0809                          STATION RECOVERY (1975)
 TL0809
 TL0809'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0810 ***********************************************************************
 TL0810  DESIGNATION -  BOUNDARY MON 364 CD US
 TL0810  PID         -  TL0810
 TL0810  STATE/COUNTY-  MT/HILL
 TL0810  USGS QUAD   -  BINGHAM LAKE (1962)
 TL0810
 TL0810                         *CURRENT SURVEY CONTROL
 TL0810  ___________________________________________________________________
 TL0810* NAD 83(1992)-  48 59 52.29943(N)    111 00 34.76580(W)     ADJUSTED  
 TL0810* NAVD 88     -      1075.     (meters)    3527.     (feet)  SCALED    
 TL0810  ___________________________________________________________________
 TL0810  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 TL0810  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TL0810
 TL0810  HORZ ORDER  -  THIRD
 TL0810
 TL0810.The horizontal coordinates were established by classical geodetic methods
 TL0810.and adjusted by the National Geodetic Survey in July 1992..
 TL0810
 TL0810.The orthometric height was scaled from a topographic map.
 TL0810
 TL0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0810
 TL0810.The geoid height was determined by GEOID03.
 TL0810
 TL0810;                    North         East     Units Scale Factor Converg.
 TL0810;SPC MT       -   528,694.230   489,537.932   MT  0.99999868   -1 06 15.6
 TL0810;SPC MT       - 1,734,561.12  1,606,095.58   iFT  0.99999868   -1 06 15.6
 TL0810;UTM  12      - 5,427,218.038   499,293.620   MT  0.99960001   -0 00 26.2
 TL0810
 TL0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0810!SPC MT       -   0.99983403  x   0.99999868  =   0.99983271
 TL0810!UTM  12      -   0.99983403  x   0.99960001  =   0.99943411
 TL0810
 TL0810:                Primary Azimuth Mark                     Grid Az
 TL0810:SPC MT       -  BOUNDARY MON 363 CD US                   270 52 53.8
 TL0810:UTM  12      -  BOUNDARY MON 363 CD US                   269 47 04.4
 TL0810
 TL0810|---------------------------------------------------------------------|
 TL0810| PID    Reference Object                     Distance      Geod. Az  |
 TL0810|                                                           dddmmss.s |
 TL0810| TL0809 BOUNDARY MON 363 CD US              APPROX. 2.4 KM 2694638.2 |
 TL0810|---------------------------------------------------------------------|
 TL0810
 TL0810                          SUPERSEDED SURVEY CONTROL
 TL0810
 TL0810  NAD 83(1986)-  48 59 52.30061(N)    111 00 34.76852(W) AD(       ) 3
 TL0810
 TL0810.Superseded values are not recommended for survey control.
 TL0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0810.See file dsdata.txt to determine how the superseded data were derived.
 TL0810
 TL0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV9929427218(NAD 83)
 TL0810_MARKER: Z = SEE DESCRIPTION
 TL0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0810+STABILITY: SURFACE MOTION
 TL0810
 TL0810  HISTORY     - Date     Condition        Report By
 TL0810  HISTORY     - 1908     MONUMENTED       IBC
 TL0810  HISTORY     - 1975     GOOD             IBC
 TL0810
 TL0810                          STATION DESCRIPTION
 TL0810
 TL0810'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0810'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0810'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0810'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0810'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0810'
 TL0810'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0810'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0810'---OCTOBER 20, 1818---.
 TL0810'
 TL0810'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0810'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0810'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0810'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0810'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0810'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0810'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0810'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0810'
 TL0810'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0810'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0810'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0810'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0810'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0810'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0810'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0810'AND---CANADA---ON THE WEST SIDE.
 TL0810'
 TL0810'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0810'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0810'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0810'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0810'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0810
 TL0810                          STATION RECOVERY (1975)
 TL0810
 TL0810'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0811 ***********************************************************************
 TL0811  DESIGNATION -  BOUNDARY MON 365 CD US
 TL0811  PID         -  TL0811
 TL0811  STATE/COUNTY-  MT/HILL
 TL0811  USGS QUAD   -  LAIRD SCHOOL (1964)
 TL0811
 TL0811                         *CURRENT SURVEY CONTROL
 TL0811  ___________________________________________________________________
 TL0811* NAD 83(1992)-  48 59 52.63616(N)    110 58 32.79213(W)     ADJUSTED  
 TL0811* NAVD 88     -      1104.     (meters)    3622.     (feet)  SCALED    
 TL0811  ___________________________________________________________________
 TL0811  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 TL0811  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 TL0811
 TL0811  HORZ ORDER  -  THIRD
 TL0811
 TL0811.The horizontal coordinates were established by classical geodetic methods
 TL0811.and adjusted by the National Geodetic Survey in July 1992..
 TL0811
 TL0811.The orthometric height was scaled from a topographic map.
 TL0811
 TL0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0811
 TL0811.The geoid height was determined by GEOID03.
 TL0811
 TL0811;                    North         East     Units Scale Factor Converg.
 TL0811;SPC MT       -   528,657.384   492,016.957   MT  0.99999874   -1 04 46.3
 TL0811;SPC MT       - 1,734,440.24  1,614,228.86   iFT  0.99999874   -1 04 46.3
 TL0811;UTM  12      - 5,427,228.674   501,771.907   MT  0.99960004   +0 01 05.8
 TL0811
 TL0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0811!SPC MT       -   0.99982950  x   0.99999874  =   0.99982824
 TL0811!UTM  12      -   0.99982950  x   0.99960004  =   0.99942960
 TL0811
 TL0811:                Primary Azimuth Mark                     Grid Az
 TL0811:SPC MT       -  BOUNDARY MON 364 CD US                   270 51 06.9
 TL0811:UTM  12      -  BOUNDARY MON 364 CD US                   269 45 14.8
 TL0811
 TL0811|---------------------------------------------------------------------|
 TL0811| PID    Reference Object                     Distance      Geod. Az  |
 TL0811|                                                           dddmmss.s |
 TL0811| TL0810 BOUNDARY MON 364 CD US              APPROX. 2.5 KM 2694620.6 |
 TL0811|---------------------------------------------------------------------|
 TL0811
 TL0811                          SUPERSEDED SURVEY CONTROL
 TL0811
 TL0811  NAD 83(1986)-  48 59 52.63689(N)    110 58 32.79241(W) AD(       ) 3
 TL0811
 TL0811.Superseded values are not recommended for survey control.
 TL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0811.See file dsdata.txt to determine how the superseded data were derived.
 TL0811
 TL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV0177227229(NAD 83)
 TL0811_MARKER: Z = SEE DESCRIPTION
 TL0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0811+STABILITY: SURFACE MOTION
 TL0811
 TL0811  HISTORY     - Date     Condition        Report By
 TL0811  HISTORY     - 1908     MONUMENTED       IBC
 TL0811  HISTORY     - 1975     GOOD             IBC
 TL0811
 TL0811                          STATION DESCRIPTION
 TL0811
 TL0811'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0811'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0811'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0811'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0811'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0811'
 TL0811'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0811'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0811'---OCTOBER 20, 1818---.
 TL0811'
 TL0811'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0811'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0811'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0811'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0811'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0811'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0811'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0811'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0811'
 TL0811'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0811'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0811'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0811'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0811'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0811'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0811'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0811'AND---CANADA---ON THE WEST SIDE.
 TL0811'
 TL0811'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0811'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0811'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0811'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0811'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0811
 TL0811                          STATION RECOVERY (1975)
 TL0811
 TL0811'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0812 ***********************************************************************
 TL0812  DESIGNATION -  BOUNDARY MON 366 CD US
 TL0812  PID         -  TL0812
 TL0812  STATE/COUNTY-  MT/HILL
 TL0812  USGS QUAD   -  LAIRD SCHOOL (1964)
 TL0812
 TL0812                         *CURRENT SURVEY CONTROL
 TL0812  ___________________________________________________________________
 TL0812* NAD 83(1992)-  48 59 52.93297(N)    110 56 47.76178(W)     ADJUSTED  
 TL0812* NAVD 88     -      1095.     (meters)    3593.     (feet)  SCALED    
 TL0812  ___________________________________________________________________
 TL0812  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 TL0812  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 TL0812
 TL0812  HORZ ORDER  -  THIRD
 TL0812
 TL0812.The horizontal coordinates were established by classical geodetic methods
 TL0812.and adjusted by the National Geodetic Survey in July 1992..
 TL0812
 TL0812.The orthometric height was scaled from a topographic map.
 TL0812
 TL0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0812
 TL0812.The geoid height was determined by GEOID03.
 TL0812
 TL0812;                    North         East     Units Scale Factor Converg.
 TL0812;SPC MT       -   528,626.727   494,151.633   MT  0.99999879   -1 03 29.5
 TL0812;SPC MT       - 1,734,339.66  1,621,232.39   iFT  0.99999879   -1 03 29.5
 TL0812;UTM  12      - 5,427,238.930   503,905.928   MT  0.99960019   +0 02 25.1
 TL0812
 TL0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0812!SPC MT       -   0.99983091  x   0.99999879  =   0.99982970
 TL0812!UTM  12      -   0.99983091  x   0.99960019  =   0.99943117
 TL0812
 TL0812:                Primary Azimuth Mark                     Grid Az
 TL0812:SPC MT       -  BOUNDARY MON 365 CD US                   270 49 23.3
 TL0812:UTM  12      -  BOUNDARY MON 365 CD US                   269 43 28.7
 TL0812
 TL0812|---------------------------------------------------------------------|
 TL0812| PID    Reference Object                     Distance      Geod. Az  |
 TL0812|                                                           dddmmss.s |
 TL0812| TL0811 BOUNDARY MON 365 CD US              APPROX. 2.1 KM 2694553.8 |
 TL0812|---------------------------------------------------------------------|
 TL0812
 TL0812                          SUPERSEDED SURVEY CONTROL
 TL0812
 TL0812  NAD 83(1986)-  48 59 52.93355(N)    110 56 47.75958(W) AD(       ) 3
 TL0812
 TL0812.Superseded values are not recommended for survey control.
 TL0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0812.See file dsdata.txt to determine how the superseded data were derived.
 TL0812
 TL0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV0390627239(NAD 83)
 TL0812_MARKER: Z = SEE DESCRIPTION
 TL0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0812+STABILITY: SURFACE MOTION
 TL0812
 TL0812  HISTORY     - Date     Condition        Report By
 TL0812  HISTORY     - 1908     MONUMENTED       IBC
 TL0812  HISTORY     - 1975     GOOD             IBC
 TL0812
 TL0812                          STATION DESCRIPTION
 TL0812
 TL0812'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0812'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0812'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0812'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0812'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0812'
 TL0812'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0812'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0812'---OCTOBER 20, 1818---.
 TL0812'
 TL0812'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0812'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0812'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0812'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0812'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0812'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0812'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0812'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0812'
 TL0812'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0812'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0812'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0812'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0812'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0812'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0812'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0812'AND---CANADA---ON THE WEST SIDE.
 TL0812'
 TL0812'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0812'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0812'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0812'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0812'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0812
 TL0812                          STATION RECOVERY (1975)
 TL0812
 TL0812'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0813 ***********************************************************************
 TL0813  DESIGNATION -  BOUNDARY MON 367 CD US
 TL0813  PID         -  TL0813
 TL0813  STATE/COUNTY-  MT/HILL
 TL0813  USGS QUAD   -  LAIRD SCHOOL (1964)
 TL0813
 TL0813                         *CURRENT SURVEY CONTROL
 TL0813  ___________________________________________________________________
 TL0813* NAD 83(1992)-  48 59 53.06498(N)    110 55 30.10409(W)     ADJUSTED  
 TL0813* NAVD 88     -      1088.     (meters)    3570.     (feet)  SCALED    
 TL0813  ___________________________________________________________________
 TL0813  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 TL0813  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TL0813
 TL0813  HORZ ORDER  -  THIRD
 TL0813
 TL0813.The horizontal coordinates were established by classical geodetic methods
 TL0813.and adjusted by the National Geodetic Survey in July 1992..
 TL0813
 TL0813.The orthometric height was scaled from a topographic map.
 TL0813
 TL0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0813
 TL0813.The geoid height was determined by GEOID03.
 TL0813
 TL0813;                    North         East     Units Scale Factor Converg.
 TL0813;SPC MT       -   528,601.870   495,729.934   MT  0.99999881   -1 02 32.7
 TL0813;SPC MT       - 1,734,258.10  1,626,410.54   iFT  0.99999881   -1 02 32.7
 TL0813;UTM  12      - 5,427,244.341   505,483.786   MT  0.99960037   +0 03 23.7
 TL0813
 TL0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0813!SPC MT       -   0.99983202  x   0.99999881  =   0.99983083
 TL0813!UTM  12      -   0.99983202  x   0.99960037  =   0.99943245
 TL0813
 TL0813:                Primary Azimuth Mark                     Grid Az
 TL0813:SPC MT       -  BOUNDARY MON 366 CD US                   270 54 09.1
 TL0813:UTM  12      -  BOUNDARY MON 366 CD US                   269 48 12.7
 TL0813
 TL0813|---------------------------------------------------------------------|
 TL0813| PID    Reference Object                     Distance      Geod. Az  |
 TL0813|                                                           dddmmss.s |
 TL0813| TL0812 BOUNDARY MON 366 CD US              APPROX. 1.6 KM 2695136.4 |
 TL0813|---------------------------------------------------------------------|
 TL0813
 TL0813                          SUPERSEDED SURVEY CONTROL
 TL0813
 TL0813  NAD 83(1986)-  48 59 53.06563(N)    110 55 30.09944(W) AD(       ) 3
 TL0813
 TL0813.Superseded values are not recommended for survey control.
 TL0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0813.See file dsdata.txt to determine how the superseded data were derived.
 TL0813
 TL0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV0548427244(NAD 83)
 TL0813_MARKER: Z = SEE DESCRIPTION
 TL0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0813+STABILITY: SURFACE MOTION
 TL0813
 TL0813  HISTORY     - Date     Condition        Report By
 TL0813  HISTORY     - 1908     MONUMENTED       IBC
 TL0813  HISTORY     - 1975     GOOD             IBC
 TL0813
 TL0813                          STATION DESCRIPTION
 TL0813
 TL0813'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0813'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0813'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0813'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0813'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0813'
 TL0813'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0813'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0813'---OCTOBER 20, 1818---.
 TL0813'
 TL0813'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0813'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0813'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0813'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0813'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0813'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0813'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0813'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0813'
 TL0813'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0813'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0813'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0813'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0813'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0813'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0813'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0813'AND---CANADA---ON THE WEST SIDE.
 TL0813'
 TL0813'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0813'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0813'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0813'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0813'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0813
 TL0813                          STATION RECOVERY (1975)
 TL0813
 TL0813'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0814 ***********************************************************************
 TL0814  DESIGNATION -  BOUNDARY MON 368 CD US
 TL0814  PID         -  TL0814
 TL0814  STATE/COUNTY-  MT/HILL
 TL0814  USGS QUAD   -  LAIRD SCHOOL (1964)
 TL0814
 TL0814                         *CURRENT SURVEY CONTROL
 TL0814  ___________________________________________________________________
 TL0814* NAD 83(1992)-  48 59 53.33519(N)    110 52 48.51069(W)     ADJUSTED  
 TL0814* NAVD 88     -      1053.     (meters)    3455.     (feet)  SCALED    
 TL0814  ___________________________________________________________________
 TL0814  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 TL0814  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 TL0814
 TL0814  HORZ ORDER  -  THIRD
 TL0814
 TL0814.The horizontal coordinates were established by classical geodetic methods
 TL0814.and adjusted by the National Geodetic Survey in July 1992..
 TL0814
 TL0814.The orthometric height was scaled from a topographic map.
 TL0814
 TL0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0814
 TL0814.The geoid height was determined by GEOID03.
 TL0814
 TL0814;                    North         East     Units Scale Factor Converg.
 TL0814;SPC MT       -   528,551.402   499,014.143   MT  0.99999886   -1 00 34.5
 TL0814;SPC MT       - 1,734,092.53  1,637,185.51   iFT  0.99999886   -1 00 34.5
 TL0814;UTM  12      - 5,427,256.897   508,767.051   MT  0.99960094   +0 05 25.6
 TL0814
 TL0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0814!SPC MT       -   0.99983751  x   0.99999886  =   0.99983637
 TL0814!UTM  12      -   0.99983751  x   0.99960094  =   0.99943852
 TL0814
 TL0814:                Primary Azimuth Mark                     Grid Az
 TL0814:SPC MT       -  BOUNDARY MON 367 CD US                   270 52 51.3
 TL0814:UTM  12      -  BOUNDARY MON 367 CD US                   269 46 51.2
 TL0814
 TL0814|---------------------------------------------------------------------|
 TL0814| PID    Reference Object                     Distance      Geod. Az  |
 TL0814|                                                           dddmmss.s |
 TL0814| TL0813 BOUNDARY MON 367 CD US              APPROX. 3.3 KM 2695216.8 |
 TL0814|---------------------------------------------------------------------|
 TL0814
 TL0814                          SUPERSEDED SURVEY CONTROL
 TL0814
 TL0814  NAD 83(1986)-  48 59 53.33616(N)    110 52 48.50354(W) AD(       ) 3
 TL0814
 TL0814.Superseded values are not recommended for survey control.
 TL0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0814.See file dsdata.txt to determine how the superseded data were derived.
 TL0814
 TL0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV0876727257(NAD 83)
 TL0814_MARKER: Z = SEE DESCRIPTION
 TL0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0814+STABILITY: SURFACE MOTION
 TL0814
 TL0814  HISTORY     - Date     Condition        Report By
 TL0814  HISTORY     - 1908     MONUMENTED       IBC
 TL0814  HISTORY     - 1975     GOOD             IBC
 TL0814
 TL0814                          STATION DESCRIPTION
 TL0814
 TL0814'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0814'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0814'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0814'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0814'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0814'
 TL0814'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0814'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0814'---OCTOBER 20, 1818---.
 TL0814'
 TL0814'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0814'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0814'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0814'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0814'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0814'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0814'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0814'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0814'
 TL0814'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0814'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0814'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0814'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0814'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0814'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0814'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0814'AND---CANADA---ON THE WEST SIDE.
 TL0814'
 TL0814'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0814'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0814'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0814'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0814'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0814
 TL0814                          STATION RECOVERY (1975)
 TL0814
 TL0814'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0815 ***********************************************************************
 TL0815  DESIGNATION -  BOUNDARY MON 369 CD US
 TL0815  PID         -  TL0815
 TL0815  STATE/COUNTY-  MT/HILL
 TL0815  USGS QUAD   -  BOBCAT COULEE NE (1964)
 TL0815
 TL0815                         *CURRENT SURVEY CONTROL
 TL0815  ___________________________________________________________________
 TL0815* NAD 83(1992)-  48 59 53.71897(N)    110 51 15.78021(W)     ADJUSTED  
 TL0815* NAVD 88     -      1048.     (meters)    3438.     (feet)  SCALED    
 TL0815  ___________________________________________________________________
 TL0815  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 TL0815  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TL0815
 TL0815  HORZ ORDER  -  THIRD
 TL0815
 TL0815.The horizontal coordinates were established by classical geodetic methods
 TL0815.and adjusted by the National Geodetic Survey in July 1992..
 TL0815
 TL0815.The orthometric height was scaled from a topographic map.
 TL0815
 TL0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0815
 TL0815.The geoid height was determined by GEOID03.
 TL0815
 TL0815;                    North         East     Units Scale Factor Converg.
 TL0815;SPC MT       -   528,530.355   500,898.922   MT  0.99999893   -0 59 26.7
 TL0815;SPC MT       - 1,734,023.47  1,643,369.17   iFT  0.99999893   -0 59 26.7
 TL0815;UTM  12      - 5,427,272.042   510,651.137   MT  0.99960139   +0 06 35.6
 TL0815
 TL0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0815!SPC MT       -   0.99983830  x   0.99999893  =   0.99983723
 TL0815!UTM  12      -   0.99983830  x   0.99960139  =   0.99943976
 TL0815
 TL0815:                Primary Azimuth Mark                     Grid Az
 TL0815:SPC MT       -  BOUNDARY MON 368 CD US                   270 38 24.3
 TL0815:UTM  12      -  BOUNDARY MON 368 CD US                   269 32 22.0
 TL0815
 TL0815|---------------------------------------------------------------------|
 TL0815| PID    Reference Object                     Distance      Geod. Az  |
 TL0815|                                                           dddmmss.s |
 TL0815| TL0814 BOUNDARY MON 368 CD US              APPROX. 1.9 KM 2693857.6 |
 TL0815|---------------------------------------------------------------------|
 TL0815
 TL0815                          SUPERSEDED SURVEY CONTROL
 TL0815
 TL0815  NAD 83(1986)-  48 59 53.71999(N)    110 51 15.77061(W) AD(       ) 3
 TL0815
 TL0815.Superseded values are not recommended for survey control.
 TL0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0815.See file dsdata.txt to determine how the superseded data were derived.
 TL0815
 TL0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV1065127272(NAD 83)
 TL0815_MARKER: Z = SEE DESCRIPTION
 TL0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0815+STABILITY: SURFACE MOTION
 TL0815
 TL0815  HISTORY     - Date     Condition        Report By
 TL0815  HISTORY     - 1908     MONUMENTED       IBC
 TL0815  HISTORY     - 1975     GOOD             IBC
 TL0815
 TL0815                          STATION DESCRIPTION
 TL0815
 TL0815'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0815'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0815'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0815'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0815'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0815'
 TL0815'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0815'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0815'---OCTOBER 20, 1818---.
 TL0815'
 TL0815'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0815'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0815'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0815'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0815'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0815'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0815'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0815'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0815'
 TL0815'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0815'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0815'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0815'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0815'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0815'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0815'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0815'AND---CANADA---ON THE WEST SIDE.
 TL0815'
 TL0815'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0815'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0815'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0815'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0815'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0815
 TL0815                          STATION RECOVERY (1975)
 TL0815
 TL0815'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0744 ***********************************************************************
 TL0744  DESIGNATION -  BOUNDARY MON 370 CD US
 TL0744  PID         -  TL0744
 TL0744  STATE/COUNTY-  MT/LIBERTY
 TL0744  USGS QUAD   -  BOBCAT COULEE NE (1964)
 TL0744
 TL0744                         *CURRENT SURVEY CONTROL
 TL0744  ___________________________________________________________________
 TL0744* NAD 83(1992)-  48 59 54.14561(N)    110 49 34.29236(W)     ADJUSTED  
 TL0744* NAVD 88     -      1045.2    (meters)    3429.     (feet)  VERTCON   
 TL0744  ___________________________________________________________________
 TL0744  X           -  -1,490,842.963 (meters)                     COMP
 TL0744  Y           -  -3,919,273.679 (meters)                     COMP
 TL0744  Z           -   4,791,217.005 (meters)                     COMP
 TL0744  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 TL0744  ELLIP HEIGHT-        1029.44  (meters)          (07/28/92) GPS OBS
 TL0744  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TL0744
 TL0744  HORZ ORDER  -  FIRST
 TL0744  ELLP ORDER  -  FIFTH     CLASS I
 TL0744
 TL0744.The horizontal coordinates were established by GPS observations
 TL0744.and adjusted by the National Geodetic Survey in July 1992..
 TL0744
 TL0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0744
 TL0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0744
 TL0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0744
 TL0744.The ellipsoidal height was determined by GPS observations
 TL0744.and is referenced to NAD 83.
 TL0744
 TL0744.The geoid height was determined by GEOID03.
 TL0744
 TL0744;                    North         East     Units Scale Factor Converg.
 TL0744;SPC MT       -   528,508.235   502,961.704   MT  0.99999900   -0 58 12.4
 TL0744;SPC MT       - 1,733,950.90  1,650,136.82   iFT  0.99999900   -0 58 12.4
 TL0744;UTM  12      - 5,427,289.555   512,713.144   MT  0.99960199   +0 07 52.2
 TL0744
 TL0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0744!SPC MT       -   0.99983870  x   0.99999900  =   0.99983770
 TL0744!UTM  12      -   0.99983870  x   0.99960199  =   0.99944075
 TL0744
 TL0744:                Primary Azimuth Mark                     Grid Az
 TL0744:SPC MT       -  CENTER VII                               152 02 00.9
 TL0744:UTM  12      -  CENTER VII                               150 55 56.3
 TL0744
 TL0744|---------------------------------------------------------------------|
 TL0744| PID    Reference Object                     Distance      Geod. Az  |
 TL0744|                                                           dddmmss.s |
 TL0744| TL0764 CENTER VII                          APPROX. 1.6 KM 1510348.5 |
 TL0744|---------------------------------------------------------------------|
 TL0744
 TL0744                          SUPERSEDED SURVEY CONTROL
 TL0744
 TL0744  NAD 83(1986)-  48 59 54.14650(N)    110 49 34.28031(W) AD(       ) 1
 TL0744  NGVD 29 (08/25/89) 1044.3    (m)         3426.     (f) GPS OBS        
 TL0744
 TL0744.Superseded values are not recommended for survey control.
 TL0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0744.See file dsdata.txt to determine how the superseded data were derived.
 TL0744
 TL0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV1271327290(NAD 83)
 TL0744_MARKER: DU = BOUNDARY MARKER
 TL0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0744_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0744+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1988
 TL0744
 TL0744  HISTORY     - Date     Condition        Report By
 TL0744  HISTORY     - 1908     MONUMENTED       IBC
 TL0744  HISTORY     - 1908     GOOD             IBC
 TL0744  HISTORY     - 1975     GOOD             IBC
 TL0744  HISTORY     - 19880802 SEE DESCRIPTION  NGS
 TL0744
 TL0744                          STATION DESCRIPTION
 TL0744
 TL0744'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0744'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0744'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0744'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0744'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0744'
 TL0744'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0744'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0744'---OCTOBER 20, 1818---.
 TL0744'
 TL0744'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0744'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0744'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0744'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0744'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0744'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0744'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0744'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0744'
 TL0744'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0744'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0744'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0744'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0744'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0744'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0744'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0744'AND---CANADA---ON THE WEST SIDE.
 TL0744'
 TL0744'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0744'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0744'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0744'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0744'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0744
 TL0744                          STATION RECOVERY (1908)
 TL0744
 TL0744'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1908
 TL0744'RECOVERED IN GOOD CONDITION.
 TL0744
 TL0744                          STATION RECOVERY (1975)
 TL0744
 TL0744'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0744'RECOVERED IN GOOD CONDITION.
 TL0744
 TL0744                          STATION RECOVERY (1988)
 TL0744
 TL0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TL0744'THE MONUMENT IS LOCATED ABOUT 57.9 KM (36.00 MI) NORTH-NORTHEAST OF
 TL0744'CHESTER, 32.6 KM (20.25 MI) EAST OF THE WHITLASH, MONTANA - ADEN,
 TL0744'ALBERTA BORDER CROSSING AND ABOUT 4.8 KM (3.00 MI) WEST OF THE
 TL0744'LIBERTY - HILL COUNTY LINE.
 TL0744'TO REACH THE MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TL0744'HIGHWAY 224 ABOUT 0.8 KM (0.50 MI) SOUTH OF JOPLIN, GO NORTH ON STATE
 TL0744'HIGHWAY 224, PASSING THROUGH TOWN, FOR 30.6 KM (19.00 MI) TO A
 TL0744'CROSSROAD AT THE END OF THE PAVEMENT.  CONTINUE NORTH ON A GRAVEL
 TL0744'ROAD FOR 9.7 KM (6.05 MI) TO WHERE THE MAIN ROAD TURNS LEFT.  TURN
 TL0744'LEFT AND GO NORTH FOR 8.0 KM (4.95 MI) TO WHERE THE MAIN ROAD TURNS
 TL0744'RIGHT.  TURN LEFT AND GO WEST ON A BLADED ROAD FOR 4.8 KM (3.00 MI)
 TL0744'TO A CORRAL ON THE LEFT AND A GATE ON THE RIGHT.  TURN RIGHT AND GO
 TL0744'NORTH ALONG THE EAST SIDE OF A FENCE FOR 0.8 KM (0.50 MI) TO A FENCE
 TL0744'CORNER.  TURN RIGHT AND GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR
 TL0744'0.4 KM (0.25 MI) TO A FENCE CORNER.  TURN LEFT AND GO NORTH ALONG THE
 TL0744'EAST SIDE OF A FENCE FOR 0.6 KM (0.35 MI) TO A FENCE ON THE CANADIAN
 TL0744'SIDE OF THE BOUNDARY.  TURN LEFT AND GO WEST FOR ABOUT 45.7 M
 TL0744'(149.9 FT) TO THE MONUMENT.
 TL0744'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.4 M (4.6 FT)
 TL0744'ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE.  INSCRIBED ON
 TL0744'THE OBELISK IN RAISED, CAST LETTERS IS, --CONVENTION OF 1818-- ON THE
 TL0744'EAST SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON
 TL0744'THE SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --370--
 TL0744'IS DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TL0744'THE OBELISK APPEARS TO BE OUT OF PLUMB 1.5 CM TO THE EAST AND ABOUT 1
 TL0744'CM TO THE SOUTH.
 TL0744'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 1.5 CM WEST AND 1 CM NORTH
 TL0744'OF TH APEX OF THE OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED
 TL0744'WITH AN EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK
 TL0744'WILL BE REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF
 TL0744'THE PUNCH MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TL0744'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0816 ***********************************************************************
 TL0816  DESIGNATION -  BOUNDARY MON 371 CD US
 TL0816  PID         -  TL0816
 TL0816  STATE/COUNTY-  MT/HILL
 TL0816  USGS QUAD   -  BOBCAT COULEE NE (1964)
 TL0816
 TL0816                         *CURRENT SURVEY CONTROL
 TL0816  ___________________________________________________________________
 TL0816* NAD 83(1992)-  48 59 54.58382(N)    110 47 02.10318(W)     ADJUSTED  
 TL0816* NAVD 88     -      1004.     (meters)    3294.     (feet)  SCALED    
 TL0816  ___________________________________________________________________
 TL0816  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 TL0816  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TL0816
 TL0816  HORZ ORDER  -  THIRD
 TL0816
 TL0816.The horizontal coordinates were established by classical geodetic methods
 TL0816.and adjusted by the National Geodetic Survey in July 1992..
 TL0816
 TL0816.The orthometric height was scaled from a topographic map.
 TL0816
 TL0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0816
 TL0816.The geoid height was determined by GEOID03.
 TL0816
 TL0816;                    North         East     Units Scale Factor Converg.
 TL0816;SPC MT       -   528,470.231   506,054.915   MT  0.99999907   -0 56 21.1
 TL0816;SPC MT       - 1,733,826.22  1,660,285.15   iFT  0.99999907   -0 56 21.1
 TL0816;UTM  12      - 5,427,311.026   515,805.287   MT  0.99960307   +0 09 47.1
 TL0816
 TL0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0816!SPC MT       -   0.99984521  x   0.99999907  =   0.99984428
 TL0816!UTM  12      -   0.99984521  x   0.99960307  =   0.99944834
 TL0816
 TL0816:                Primary Azimuth Mark                     Grid Az
 TL0816:SPC MT       -  BOUNDARY MON 370 CD US                   270 42 15.9
 TL0816:UTM  12      -  BOUNDARY MON 370 CD US                   269 36 07.7
 TL0816
 TL0816|---------------------------------------------------------------------|
 TL0816| PID    Reference Object                     Distance      Geod. Az  |
 TL0816|                                                           dddmmss.s |
 TL0816| TL0744 BOUNDARY MON 370 CD US              APPROX. 3.1 KM 2694554.8 |
 TL0816|---------------------------------------------------------------------|
 TL0816
 TL0816                          SUPERSEDED SURVEY CONTROL
 TL0816
 TL0816  NAD 83(1986)-  48 59 54.58429(N)    110 47 02.08839(W) AD(       ) 3
 TL0816
 TL0816.Superseded values are not recommended for survey control.
 TL0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0816.See file dsdata.txt to determine how the superseded data were derived.
 TL0816
 TL0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV1580527311(NAD 83)
 TL0816_MARKER: Z = SEE DESCRIPTION
 TL0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0816+STABILITY: SURFACE MOTION
 TL0816
 TL0816  HISTORY     - Date     Condition        Report By
 TL0816  HISTORY     - 1908     MONUMENTED       IBC
 TL0816  HISTORY     - 1975     GOOD             IBC
 TL0816
 TL0816                          STATION DESCRIPTION
 TL0816
 TL0816'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0816'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0816'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0816'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0816'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0816'
 TL0816'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0816'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0816'---OCTOBER 20, 1818---.
 TL0816'
 TL0816'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0816'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0816'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0816'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0816'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0816'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0816'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0816'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0816'
 TL0816'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0816'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0816'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0816'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0816'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0816'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0816'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0816'AND---CANADA---ON THE WEST SIDE.
 TL0816'
 TL0816'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0816'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0816'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0816'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0816'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0816
 TL0816                          STATION RECOVERY (1975)
 TL0816
 TL0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0817 ***********************************************************************
 TL0817  DESIGNATION -  BOUNDARY MON 372 CD US
 TL0817  PID         -  TL0817
 TL0817  STATE/COUNTY-  MT/HILL
 TL0817  USGS QUAD   -  LAIRD LAKE (1972)
 TL0817
 TL0817                         *CURRENT SURVEY CONTROL
 TL0817  ___________________________________________________________________
 TL0817* NAD 83(1992)-  48 59 54.95324(N)    110 44 52.47411(W)     ADJUSTED  
 TL0817* NAVD 88     -       996.     (meters)    3268.     (feet)  SCALED    
 TL0817  ___________________________________________________________________
 TL0817  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 TL0817  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 TL0817
 TL0817  HORZ ORDER  -  THIRD
 TL0817
 TL0817.The horizontal coordinates were established by classical geodetic methods
 TL0817.and adjusted by the National Geodetic Survey in July 1992..
 TL0817
 TL0817.The orthometric height was scaled from a topographic map.
 TL0817
 TL0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0817
 TL0817.The geoid height was determined by GEOID03.
 TL0817
 TL0817;                    North         East     Units Scale Factor Converg.
 TL0817;SPC MT       -   528,439.058   508,689.605   MT  0.99999914   -0 54 46.3
 TL0817;SPC MT       - 1,733,723.94  1,668,929.15   iFT  0.99999914   -0 54 46.3
 TL0817;UTM  12      - 5,427,330.555   518,439.047   MT  0.99960418   +0 11 24.9
 TL0817
 TL0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0817!SPC MT       -   0.99984648  x   0.99999914  =   0.99984562
 TL0817!UTM  12      -   0.99984648  x   0.99960418  =   0.99945072
 TL0817
 TL0817:                Primary Azimuth Mark                     Grid Az
 TL0817:SPC MT       -  BOUNDARY MON 371 CD US                   270 40 41.8
 TL0817:UTM  12      -  BOUNDARY MON 371 CD US                   269 34 30.6
 TL0817
 TL0817|---------------------------------------------------------------------|
 TL0817| PID    Reference Object                     Distance      Geod. Az  |
 TL0817|                                                           dddmmss.s |
 TL0817| TL0816 BOUNDARY MON 371 CD US              APPROX. 2.6 KM 2694555.5 |
 TL0817|---------------------------------------------------------------------|
 TL0817
 TL0817                          SUPERSEDED SURVEY CONTROL
 TL0817
 TL0817  NAD 83(1986)-  48 59 54.95327(N)    110 44 52.45664(W) AD(       ) 3
 TL0817
 TL0817.Superseded values are not recommended for survey control.
 TL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0817.See file dsdata.txt to determine how the superseded data were derived.
 TL0817
 TL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV1843927331(NAD 83)
 TL0817_MARKER: Z = SEE DESCRIPTION
 TL0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0817+STABILITY: SURFACE MOTION
 TL0817
 TL0817  HISTORY     - Date     Condition        Report By
 TL0817  HISTORY     - 1908     MONUMENTED       IBC
 TL0817  HISTORY     - 1975     GOOD             IBC
 TL0817
 TL0817                          STATION DESCRIPTION
 TL0817
 TL0817'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0817'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0817'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0817'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0817'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0817'
 TL0817'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0817'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0817'---OCTOBER 20, 1818---.
 TL0817'
 TL0817'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0817'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0817'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0817'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0817'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0817'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0817'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0817'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0817'
 TL0817'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0817'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0817'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0817'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0817'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0817'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0817'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0817'AND---CANADA---ON THE WEST SIDE.
 TL0817'
 TL0817'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0817'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0817'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0817'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0817'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0817
 TL0817                          STATION RECOVERY (1975)
 TL0817
 TL0817'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0818 ***********************************************************************
 TL0818  DESIGNATION -  BOUNDARY MON 373 CD US
 TL0818  PID         -  TL0818
 TL0818  STATE/COUNTY-  MT/HILL
 TL0818  USGS QUAD   -  LAIRD LAKE (1972)
 TL0818
 TL0818                         *CURRENT SURVEY CONTROL
 TL0818  ___________________________________________________________________
 TL0818* NAD 83(1992)-  48 59 55.11370(N)    110 43 01.18988(W)     ADJUSTED  
 TL0818* NAVD 88     -       974.     (meters)    3196.     (feet)  SCALED    
 TL0818  ___________________________________________________________________
 TL0818  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 TL0818  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TL0818
 TL0818  HORZ ORDER  -  THIRD
 TL0818
 TL0818.The horizontal coordinates were established by classical geodetic methods
 TL0818.and adjusted by the National Geodetic Survey in July 1992..
 TL0818
 TL0818.The orthometric height was scaled from a topographic map.
 TL0818
 TL0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0818
 TL0818.The geoid height was determined by GEOID03.
 TL0818
 TL0818;                    North         East     Units Scale Factor Converg.
 TL0818;SPC MT       -   528,408.424   510,951.371   MT  0.99999916   -0 53 24.9
 TL0818;SPC MT       - 1,733,623.44  1,676,349.64   iFT  0.99999916   -0 53 24.9
 TL0818;UTM  12      - 5,427,343.478   520,700.091   MT  0.99960526   +0 12 48.9
 TL0818
 TL0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0818!SPC MT       -   0.99984993  x   0.99999916  =   0.99984909
 TL0818!UTM  12      -   0.99984993  x   0.99960526  =   0.99945525
 TL0818
 TL0818:                Primary Azimuth Mark                     Grid Az
 TL0818:SPC MT       -  BOUNDARY MON 372 CD US                   270 46 34.9
 TL0818:UTM  12      -  BOUNDARY MON 372 CD US                   269 40 21.1
 TL0818
 TL0818|---------------------------------------------------------------------|
 TL0818| PID    Reference Object                     Distance      Geod. Az  |
 TL0818|                                                           dddmmss.s |
 TL0818| TL0817 BOUNDARY MON 372 CD US              APPROX. 2.3 KM 2695310.0 |
 TL0818|---------------------------------------------------------------------|
 TL0818
 TL0818                          SUPERSEDED SURVEY CONTROL
 TL0818
 TL0818  NAD 83(1986)-  48 59 55.11344(N)    110 43 01.16971(W) AD(       ) 3
 TL0818
 TL0818.Superseded values are not recommended for survey control.
 TL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0818.See file dsdata.txt to determine how the superseded data were derived.
 TL0818
 TL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV2070027343(NAD 83)
 TL0818_MARKER: Z = SEE DESCRIPTION
 TL0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0818+STABILITY: SURFACE MOTION
 TL0818
 TL0818  HISTORY     - Date     Condition        Report By
 TL0818  HISTORY     - 1908     MONUMENTED       IBC
 TL0818  HISTORY     - 1975     GOOD             IBC
 TL0818
 TL0818                          STATION DESCRIPTION
 TL0818
 TL0818'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0818'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0818'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0818'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0818'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0818'
 TL0818'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0818'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0818'---OCTOBER 20, 1818---.
 TL0818'
 TL0818'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0818'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0818'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0818'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0818'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0818'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0818'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0818'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0818'
 TL0818'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0818'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0818'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0818'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0818'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0818'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0818'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0818'AND---CANADA---ON THE WEST SIDE.
 TL0818'
 TL0818'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0818'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0818'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0818'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0818'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0818
 TL0818                          STATION RECOVERY (1975)
 TL0818
 TL0818'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0819 ***********************************************************************
 TL0819  DESIGNATION -  BOUNDARY MON 374 CD US
 TL0819  PID         -  TL0819
 TL0819  STATE/COUNTY-  MT/HILL
 TL0819  USGS QUAD   -  LAIRD LAKE (1972)
 TL0819
 TL0819                         *CURRENT SURVEY CONTROL
 TL0819  ___________________________________________________________________
 TL0819* NAD 83(1992)-  48 59 55.28258(N)    110 41 02.09778(W)     ADJUSTED  
 TL0819* NAVD 88     -       975.     (meters)    3199.     (feet)  SCALED    
 TL0819  ___________________________________________________________________
 TL0819  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 TL0819  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TL0819
 TL0819  HORZ ORDER  -  THIRD
 TL0819
 TL0819.The horizontal coordinates were established by classical geodetic methods
 TL0819.and adjusted by the National Geodetic Survey in July 1992..
 TL0819
 TL0819.The orthometric height was scaled from a topographic map.
 TL0819
 TL0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0819
 TL0819.The geoid height was determined by GEOID03.
 TL0819
 TL0819;                    North         East     Units Scale Factor Converg.
 TL0819;SPC MT       -   528,376.542   513,371.835   MT  0.99999919   -0 51 57.7
 TL0819;SPC MT       - 1,733,518.84  1,684,290.80   iFT  0.99999919   -0 51 57.7
 TL0819;UTM  12      - 5,427,358.240   523,119.768   MT  0.99960657   +0 14 18.8
 TL0819
 TL0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0819!SPC MT       -   0.99984978  x   0.99999919  =   0.99984897
 TL0819!UTM  12      -   0.99984978  x   0.99960657  =   0.99945641
 TL0819
 TL0819:                Primary Azimuth Mark                     Grid Az
 TL0819:SPC MT       -  BOUNDARY MON 373 CD US                   270 45 18.1
 TL0819:UTM  12      -  BOUNDARY MON 373 CD US                   269 39 01.6
 TL0819
 TL0819|---------------------------------------------------------------------|
 TL0819| PID    Reference Object                     Distance      Geod. Az  |
 TL0819|                                                           dddmmss.s |
 TL0819| TL0818 BOUNDARY MON 373 CD US              APPROX. 2.4 KM 2695320.4 |
 TL0819|---------------------------------------------------------------------|
 TL0819
 TL0819                          SUPERSEDED SURVEY CONTROL
 TL0819
 TL0819  NAD 83(1986)-  48 59 55.28212(N)    110 41 02.07493(W) AD(       ) 3
 TL0819
 TL0819.Superseded values are not recommended for survey control.
 TL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0819.See file dsdata.txt to determine how the superseded data were derived.
 TL0819
 TL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV2312027358(NAD 83)
 TL0819_MARKER: Z = SEE DESCRIPTION
 TL0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0819+STABILITY: SURFACE MOTION
 TL0819
 TL0819  HISTORY     - Date     Condition        Report By
 TL0819  HISTORY     - 1908     MONUMENTED       IBC
 TL0819  HISTORY     - 1975     GOOD             IBC
 TL0819
 TL0819                          STATION DESCRIPTION
 TL0819
 TL0819'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0819'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0819'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0819'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0819'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0819'
 TL0819'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0819'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0819'---OCTOBER 20, 1818---.
 TL0819'
 TL0819'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0819'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0819'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0819'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0819'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0819'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0819'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0819'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0819'
 TL0819'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0819'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0819'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0819'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0819'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0819'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0819'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0819'AND---CANADA---ON THE WEST SIDE.
 TL0819'
 TL0819'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0819'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0819'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0819'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0819'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0819
 TL0819                          STATION RECOVERY (1975)
 TL0819
 TL0819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0820 ***********************************************************************
 TL0820  DESIGNATION -  BOUNDARY MON 375 CD US
 TL0820  PID         -  TL0820
 TL0820  STATE/COUNTY-  MT/HILL
 TL0820  USGS QUAD   -  LAIRD LAKE (1972)
 TL0820
 TL0820                         *CURRENT SURVEY CONTROL
 TL0820  ___________________________________________________________________
 TL0820* NAD 83(1992)-  48 59 55.60530(N)    110 38 54.47039(W)     ADJUSTED  
 TL0820* NAVD 88     -       940.     (meters)    3084.     (feet)  SCALED    
 TL0820  ___________________________________________________________________
 TL0820  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 TL0820  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TL0820
 TL0820  HORZ ORDER  -  THIRD
 TL0820
 TL0820.The horizontal coordinates were established by classical geodetic methods
 TL0820.and adjusted by the National Geodetic Survey in July 1992..
 TL0820
 TL0820.The orthometric height was scaled from a topographic map.
 TL0820
 TL0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0820
 TL0820.The geoid height was determined by GEOID03.
 TL0820
 TL0820;                    North         East     Units Scale Factor Converg.
 TL0820;SPC MT       -   528,347.887   515,965.850   MT  0.99999925   -0 50 24.4
 TL0820;SPC MT       - 1,733,424.83  1,692,801.35   iFT  0.99999925   -0 50 24.4
 TL0820;UTM  12      - 5,427,379.607   525,712.837   MT  0.99960812   +0 15 55.1
 TL0820
 TL0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0820!SPC MT       -   0.99985527  x   0.99999925  =   0.99985452
 TL0820!UTM  12      -   0.99985527  x   0.99960812  =   0.99946345
 TL0820
 TL0820:                Primary Azimuth Mark                     Grid Az
 TL0820:SPC MT       -  BOUNDARY MON 374 CD US                   270 37 59.9
 TL0820:UTM  12      -  BOUNDARY MON 374 CD US                   269 31 40.4
 TL0820
 TL0820|---------------------------------------------------------------------|
 TL0820| PID    Reference Object                     Distance      Geod. Az  |
 TL0820|                                                           dddmmss.s |
 TL0820| TL0819 BOUNDARY MON 374 CD US              APPROX. 2.6 KM 2694735.5 |
 TL0820|---------------------------------------------------------------------|
 TL0820
 TL0820                          SUPERSEDED SURVEY CONTROL
 TL0820
 TL0820  NAD 83(1986)-  48 59 55.60458(N)    110 38 54.44490(W) AD(       ) 3
 TL0820
 TL0820.Superseded values are not recommended for survey control.
 TL0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0820.See file dsdata.txt to determine how the superseded data were derived.
 TL0820
 TL0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV2571327380(NAD 83)
 TL0820_MARKER: Z = SEE DESCRIPTION
 TL0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0820+STABILITY: SURFACE MOTION
 TL0820
 TL0820  HISTORY     - Date     Condition        Report By
 TL0820  HISTORY     - 1908     MONUMENTED       IBC
 TL0820  HISTORY     - 1975     GOOD             IBC
 TL0820
 TL0820                          STATION DESCRIPTION
 TL0820
 TL0820'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0820'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0820'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0820'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0820'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0820'
 TL0820'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0820'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0820'---OCTOBER 20, 1818---.
 TL0820'
 TL0820'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0820'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0820'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0820'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0820'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0820'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0820'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0820'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0820'
 TL0820'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0820'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0820'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0820'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0820'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0820'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0820'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0820'AND---CANADA---ON THE WEST SIDE.
 TL0820'
 TL0820'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0820'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0820'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0820'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0820'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0820
 TL0820                          STATION RECOVERY (1975)
 TL0820
 TL0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0821 ***********************************************************************
 TL0821  DESIGNATION -  BOUNDARY MON 376 CD US
 TL0821  PID         -  TL0821
 TL0821  STATE/COUNTY-  MT/HILL
 TL0821  USGS QUAD   -  GOLDSTONE (1972)
 TL0821
 TL0821                         *CURRENT SURVEY CONTROL
 TL0821  ___________________________________________________________________
 TL0821* NAD 83(1992)-  48 59 55.60740(N)    110 37 08.87782(W)     ADJUSTED  
 TL0821* NAVD 88     -       827.     (meters)    2713.     (feet)  SCALED    
 TL0821  ___________________________________________________________________
 TL0821  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 TL0821  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TL0821
 TL0821  HORZ ORDER  -  THIRD
 TL0821
 TL0821.The horizontal coordinates were established by classical geodetic methods
 TL0821.and adjusted by the National Geodetic Survey in July 1992..
 TL0821
 TL0821.The orthometric height was scaled from a topographic map.
 TL0821
 TL0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0821
 TL0821.The geoid height was determined by GEOID03.
 TL0821
 TL0821;                    North         East     Units Scale Factor Converg.
 TL0821;SPC MT       -   528,316.885   518,111.899   MT  0.99999925   -0 49 07.1
 TL0821;SPC MT       - 1,733,323.11  1,699,842.19   iFT  0.99999925   -0 49 07.1
 TL0821;UTM  12      - 5,427,390.020   527,858.246   MT  0.99960953   +0 17 14.8
 TL0821
 TL0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0821!SPC MT       -   0.99987298  x   0.99999925  =   0.99987223
 TL0821!UTM  12      -   0.99987298  x   0.99960953  =   0.99948256
 TL0821
 TL0821:                Primary Azimuth Mark                     Grid Az
 TL0821:SPC MT       -  BOUNDARY MON 375 CD US                   270 49 40.7
 TL0821:UTM  12      -  BOUNDARY MON 375 CD US                   269 43 18.8
 TL0821
 TL0821|---------------------------------------------------------------------|
 TL0821| PID    Reference Object                     Distance      Geod. Az  |
 TL0821|                                                           dddmmss.s |
 TL0821| TL0820 BOUNDARY MON 375 CD US              APPROX. 2.1 KM 2700033.6 |
 TL0821|---------------------------------------------------------------------|
 TL0821
 TL0821                          SUPERSEDED SURVEY CONTROL
 TL0821
 TL0821  NAD 83(1986)-  48 59 55.60642(N)    110 37 08.84957(W) AD(       ) 3
 TL0821
 TL0821.Superseded values are not recommended for survey control.
 TL0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0821.See file dsdata.txt to determine how the superseded data were derived.
 TL0821
 TL0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV2785827390(NAD 83)
 TL0821_MARKER: Z = SEE DESCRIPTION
 TL0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0821+STABILITY: SURFACE MOTION
 TL0821
 TL0821  HISTORY     - Date     Condition        Report By
 TL0821  HISTORY     - 1908     MONUMENTED       IBC
 TL0821  HISTORY     - 1975     GOOD             IBC
 TL0821
 TL0821                          STATION DESCRIPTION
 TL0821
 TL0821'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0821'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0821'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0821'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0821'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0821'
 TL0821'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0821'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0821'---OCTOBER 20, 1818---.
 TL0821'
 TL0821'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0821'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0821'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0821'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0821'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0821'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0821'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0821'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0821'
 TL0821'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0821'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0821'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0821'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0821'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0821'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0821'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0821'AND---CANADA---ON THE WEST SIDE.
 TL0821'
 TL0821'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0821'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0821'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0821'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0821'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0821
 TL0821                          STATION RECOVERY (1975)
 TL0821
 TL0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0822 ***********************************************************************
 TL0822  DESIGNATION -  BOUNDARY MON 377 CD US
 TL0822  PID         -  TL0822
 TL0822  STATE/COUNTY-  MT/HILL
 TL0822  USGS QUAD   -  GOLDSTONE (1972)
 TL0822
 TL0822                         *CURRENT SURVEY CONTROL
 TL0822  ___________________________________________________________________
 TL0822* NAD 83(1992)-  48 59 55.80190(N)    110 34 53.57955(W)     ADJUSTED  
 TL0822* NAVD 88     -       835.     (meters)    2739.     (feet)  SCALED    
 TL0822  ___________________________________________________________________
 TL0822  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 TL0822  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TL0822
 TL0822  HORZ ORDER  -  THIRD
 TL0822
 TL0822.The horizontal coordinates were established by classical geodetic methods
 TL0822.and adjusted by the National Geodetic Survey in July 1992..
 TL0822
 TL0822.The orthometric height was scaled from a topographic map.
 TL0822
 TL0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0822
 TL0822.The geoid height was determined by GEOID03.
 TL0822
 TL0822;                    North         East     Units Scale Factor Converg.
 TL0822;SPC MT       -   528,284.261   520,861.780   MT  0.99999928   -0 47 28.2
 TL0822;SPC MT       - 1,733,216.08  1,708,864.11   iFT  0.99999928   -0 47 28.2
 TL0822;UTM  12      - 5,427,410.498   530,607.176   MT  0.99961151   +0 18 56.9
 TL0822
 TL0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0822!SPC MT       -   0.99987174  x   0.99999928  =   0.99987102
 TL0822!UTM  12      -   0.99987174  x   0.99961151  =   0.99948330
 TL0822
 TL0822:                Primary Azimuth Mark                     Grid Az
 TL0822:SPC MT       -  BOUNDARY MON 376 CD US                   270 40 48.6
 TL0822:UTM  12      -  BOUNDARY MON 376 CD US                   269 34 23.5
 TL0822
 TL0822|---------------------------------------------------------------------|
 TL0822| PID    Reference Object                     Distance      Geod. Az  |
 TL0822|                                                           dddmmss.s |
 TL0822| TL0821 BOUNDARY MON 376 CD US              APPROX. 2.8 KM 2695320.4 |
 TL0822|---------------------------------------------------------------------|
 TL0822
 TL0822                          SUPERSEDED SURVEY CONTROL
 TL0822
 TL0822  NAD 83(1986)-  48 59 55.80036(N)    110 34 53.54863(W) AD(       ) 3
 TL0822
 TL0822.Superseded values are not recommended for survey control.
 TL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0822.See file dsdata.txt to determine how the superseded data were derived.
 TL0822
 TL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV3060727410(NAD 83)
 TL0822_MARKER: Z = SEE DESCRIPTION
 TL0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0822+STABILITY: SURFACE MOTION
 TL0822
 TL0822  HISTORY     - Date     Condition        Report By
 TL0822  HISTORY     - 1908     MONUMENTED       IBC
 TL0822  HISTORY     - 1975     GOOD             IBC
 TL0822
 TL0822                          STATION DESCRIPTION
 TL0822
 TL0822'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0822'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0822'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0822'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0822'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0822'
 TL0822'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0822'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0822'---OCTOBER 20, 1818---.
 TL0822'
 TL0822'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0822'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0822'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0822'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0822'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0822'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0822'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0822'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0822'
 TL0822'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0822'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0822'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0822'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0822'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0822'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0822'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0822'AND---CANADA---ON THE WEST SIDE.
 TL0822'
 TL0822'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0822'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0822'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0822'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0822'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0822
 TL0822                          STATION RECOVERY (1975)
 TL0822
 TL0822'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0823 ***********************************************************************
 TL0823  DESIGNATION -  BOUNDARY MON 378 CD US
 TL0823  PID         -  TL0823
 TL0823  STATE/COUNTY-  MT/HILL
 TL0823  USGS QUAD   -  GOLDSTONE (1972)
 TL0823
 TL0823                         *CURRENT SURVEY CONTROL
 TL0823  ___________________________________________________________________
 TL0823* NAD 83(1992)-  48 59 55.91796(N)    110 33 30.18032(W)     ADJUSTED  
 TL0823* NAVD 88     -       831.     (meters)    2726.     (feet)  SCALED    
 TL0823  ___________________________________________________________________
 TL0823  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 TL0823  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TL0823
 TL0823  HORZ ORDER  -  THIRD
 TL0823
 TL0823.The horizontal coordinates were established by classical geodetic methods
 TL0823.and adjusted by the National Geodetic Survey in July 1992..
 TL0823
 TL0823.The orthometric height was scaled from a topographic map.
 TL0823
 TL0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0823
 TL0823.The geoid height was determined by GEOID03.
 TL0823
 TL0823;                    North         East     Units Scale Factor Converg.
 TL0823;SPC MT       -   528,264.690   522,556.840   MT  0.99999930   -0 46 27.2
 TL0823;SPC MT       - 1,733,151.87  1,714,425.33   iFT  0.99999930   -0 46 27.2
 TL0823;UTM  12      - 5,427,423.680   532,301.641   MT  0.99961282   +0 19 59.8
 TL0823
 TL0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0823!SPC MT       -   0.99987237  x   0.99999930  =   0.99987167
 TL0823!UTM  12      -   0.99987237  x   0.99961282  =   0.99948524
 TL0823
 TL0823:                Primary Azimuth Mark                     Grid Az
 TL0823:SPC MT       -  BOUNDARY MON 377 CD US                   270 39 42.4
 TL0823:UTM  12      -  BOUNDARY MON 377 CD US                   269 33 15.4
 TL0823
 TL0823|---------------------------------------------------------------------|
 TL0823| PID    Reference Object                     Distance      Geod. Az  |
 TL0823|                                                           dddmmss.s |
 TL0823| TL0822 BOUNDARY MON 377 CD US              APPROX. 1.7 KM 2695315.2 |
 TL0823|---------------------------------------------------------------------|
 TL0823
 TL0823                          SUPERSEDED SURVEY CONTROL
 TL0823
 TL0823  NAD 83(1986)-  48 59 55.91613(N)    110 33 30.14673(W) AD(       ) 3
 TL0823
 TL0823.Superseded values are not recommended for survey control.
 TL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0823.See file dsdata.txt to determine how the superseded data were derived.
 TL0823
 TL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV3230227424(NAD 83)
 TL0823_MARKER: Z = SEE DESCRIPTION
 TL0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0823+STABILITY: SURFACE MOTION
 TL0823
 TL0823  HISTORY     - Date     Condition        Report By
 TL0823  HISTORY     - 1908     MONUMENTED       IBC
 TL0823  HISTORY     - 1975     GOOD             IBC
 TL0823
 TL0823                          STATION DESCRIPTION
 TL0823
 TL0823'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0823'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0823'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0823'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0823'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0823'
 TL0823'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0823'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0823'---OCTOBER 20, 1818---.
 TL0823'
 TL0823'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0823'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0823'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0823'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0823'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0823'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0823'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0823'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0823'
 TL0823'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0823'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0823'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0823'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0823'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0823'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0823'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0823'AND---CANADA---ON THE WEST SIDE.
 TL0823'
 TL0823'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0823'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0823'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0823'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0823'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0823
 TL0823                          STATION RECOVERY (1975)
 TL0823
 TL0823'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0824 ***********************************************************************
 TL0824  DESIGNATION -  BOUNDARY MON 379 CD US
 TL0824  PID         -  TL0824
 TL0824  STATE/COUNTY-  MT/HILL
 TL0824  USGS QUAD   -  GOLDSTONE (1972)
 TL0824
 TL0824                         *CURRENT SURVEY CONTROL
 TL0824  ___________________________________________________________________
 TL0824* NAD 83(1992)-  48 59 56.13253(N)    110 30 50.99108(W)     ADJUSTED  
 TL0824* NAVD 88     -       880.     (meters)    2887.     (feet)  SCALED    
 TL0824  ___________________________________________________________________
 TL0824  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 TL0824  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 TL0824
 TL0824  HORZ ORDER  -  THIRD
 TL0824
 TL0824.The horizontal coordinates were established by classical geodetic methods
 TL0824.and adjusted by the National Geodetic Survey in July 1992..
 TL0824
 TL0824.The orthometric height was scaled from a topographic map.
 TL0824
 TL0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0824
 TL0824.The geoid height was determined by GEOID03.
 TL0824
 TL0824;                    North         East     Units Scale Factor Converg.
 TL0824;SPC MT       -   528,228.510   525,792.314   MT  0.99999934   -0 44 30.7
 TL0824;SPC MT       - 1,733,033.17  1,725,040.40   iFT  0.99999934   -0 44 30.7
 TL0824;UTM  12      - 5,427,450.062   535,535.963   MT  0.99961551   +0 21 60.0
 TL0824
 TL0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0824!SPC MT       -   0.99986470  x   0.99999934  =   0.99986404
 TL0824!UTM  12      -   0.99986470  x   0.99961551  =   0.99948026
 TL0824
 TL0824:                Primary Azimuth Mark                     Grid Az
 TL0824:SPC MT       -  BOUNDARY MON 378 CD US                   270 38 28.2
 TL0824:UTM  12      -  BOUNDARY MON 378 CD US                   269 31 57.5
 TL0824
 TL0824|---------------------------------------------------------------------|
 TL0824| PID    Reference Object                     Distance      Geod. Az  |
 TL0824|                                                           dddmmss.s |
 TL0824| TL0823 BOUNDARY MON 378 CD US              APPROX. 3.2 KM 2695357.5 |
 TL0824|---------------------------------------------------------------------|
 TL0824
 TL0824                          SUPERSEDED SURVEY CONTROL
 TL0824
 TL0824  NAD 83(1986)-  48 59 56.13031(N)    110 30 50.95484(W) AD(       ) 3
 TL0824
 TL0824.Superseded values are not recommended for survey control.
 TL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0824.See file dsdata.txt to determine how the superseded data were derived.
 TL0824
 TL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV3553627450(NAD 83)
 TL0824_MARKER: Z = SEE DESCRIPTION
 TL0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0824+STABILITY: SURFACE MOTION
 TL0824
 TL0824  HISTORY     - Date     Condition        Report By
 TL0824  HISTORY     - 1908     MONUMENTED       IBC
 TL0824  HISTORY     - 1975     GOOD             IBC
 TL0824
 TL0824                          STATION DESCRIPTION
 TL0824
 TL0824'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0824'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0824'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0824'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0824'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0824'
 TL0824'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0824'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0824'---OCTOBER 20, 1818---.
 TL0824'
 TL0824'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0824'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0824'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0824'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0824'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0824'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0824'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0824'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0824'
 TL0824'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0824'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0824'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0824'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0824'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0824'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0824'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0824'AND---CANADA---ON THE WEST SIDE.
 TL0824'
 TL0824'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0824'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0824'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0824'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0824'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0824
 TL0824                          STATION RECOVERY (1975)
 TL0824
 TL0824'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0745 ***********************************************************************
 TL0745  DESIGNATION -  BOUNDARY MON 380 CD US
 TL0745  PID         -  TL0745
 TL0745  STATE/COUNTY-  MT/HILL
 TL0745  USGS QUAD   -  LOST RIVER (1972)
 TL0745
 TL0745                         *CURRENT SURVEY CONTROL
 TL0745  ___________________________________________________________________
 TL0745* NAD 83(1992)-  48 59 56.24091(N)    110 29 31.72469(W)     ADJUSTED  
 TL0745* NAVD 88     -       891.0    (meters)    2923.     (feet)  VERTCON   
 TL0745  ___________________________________________________________________
 TL0745  X           -  -1,467,914.999 (meters)                     COMP
 TL0745  Y           -  -3,927,758.323 (meters)                     COMP
 TL0745  Z           -   4,791,142.983 (meters)                     COMP
 TL0745  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 TL0745  ELLIP HEIGHT-         875.08  (meters)          (07/28/92) GPS OBS
 TL0745  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TL0745
 TL0745  HORZ ORDER  -  FIRST
 TL0745  ELLP ORDER  -  FIFTH     CLASS I
 TL0745
 TL0745.The horizontal coordinates were established by GPS observations
 TL0745.and adjusted by the National Geodetic Survey in July 1992..
 TL0745
 TL0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0745
 TL0745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0745
 TL0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0745
 TL0745.The ellipsoidal height was determined by GPS observations
 TL0745.and is referenced to NAD 83.
 TL0745
 TL0745.The geoid height was determined by GEOID03.
 TL0745
 TL0745;                    North         East     Units Scale Factor Converg.
 TL0745;SPC MT       -   528,211.223   527,403.387   MT  0.99999936   -0 43 32.7
 TL0745;SPC MT       - 1,732,976.45  1,730,326.07   iFT  0.99999936   -0 43 32.7
 TL0745;UTM  12      - 5,427,463.949   537,146.452   MT  0.99961695   +0 22 59.8
 TL0745
 TL0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0745!SPC MT       -   0.99986288  x   0.99999936  =   0.99986224
 TL0745!UTM  12      -   0.99986288  x   0.99961695  =   0.99947988
 TL0745
 TL0745:                Primary Azimuth Mark                     Grid Az
 TL0745:SPC MT       -  BOUNDARY MON 379 CD US                   270 36 54.0
 TL0745:UTM  12      -  BOUNDARY MON 379 CD US                   269 30 21.5
 TL0745
 TL0745|---------------------------------------------------------------------|
 TL0745| PID    Reference Object                     Distance      Geod. Az  |
 TL0745|                                                           dddmmss.s |
 TL0745| TL0824 BOUNDARY MON 379 CD US              APPROX. 1.6 KM 2695321.3 |
 TL0745|---------------------------------------------------------------------|
 TL0745
 TL0745                          SUPERSEDED SURVEY CONTROL
 TL0745
 TL0745  NAD 83(1986)-  48 59 56.23879(N)    110 29 31.68580(W) AD(       ) 1
 TL0745  NGVD 29 (08/25/89)  890.1    (m)         2920.     (f) GPS OBS        
 TL0745
 TL0745.Superseded values are not recommended for survey control.
 TL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0745.See file dsdata.txt to determine how the superseded data were derived.
 TL0745
 TL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV3714627464(NAD 83)
 TL0745_MARKER: DU = BOUNDARY MARKER
 TL0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0745_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0745+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1988
 TL0745
 TL0745  HISTORY     - Date     Condition        Report By
 TL0745  HISTORY     - 1908     MONUMENTED       IBC
 TL0745  HISTORY     - 1908     GOOD             IBC
 TL0745  HISTORY     - 1975     GOOD             IBC
 TL0745  HISTORY     - 19880802 SEE DESCRIPTION  NGS
 TL0745
 TL0745                          STATION DESCRIPTION
 TL0745
 TL0745'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0745'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0745'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0745'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0745'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0745'
 TL0745'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0745'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0745'---OCTOBER 20, 1818---.
 TL0745'
 TL0745'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0745'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0745'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0745'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0745'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0745'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0745'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0745'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0745'
 TL0745'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0745'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0745'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0745'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0745'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0745'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0745'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0745'AND---CANADA---ON THE WEST SIDE.
 TL0745'
 TL0745'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0745'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0745'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0745'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0745'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0745
 TL0745                          STATION RECOVERY (1908)
 TL0745
 TL0745'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1908
 TL0745'RECOVERED IN GOOD CONDITION.
 TL0745
 TL0745                          STATION RECOVERY (1975)
 TL0745
 TL0745'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0745'RECOVERED IN GOOD CONDITION.
 TL0745
 TL0745                          STATION RECOVERY (1988)
 TL0745
 TL0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TL0745'THE MONUMENT IS LOCATED ABOUT 80.1 KM (49.75 MI) NORTHWEST OF HAVRE,
 TL0745'66.0 KM (41.00 MI) NORTHEAST OF CHESTER AND ABOUT 22.1 KM (13.75 MI)
 TL0745'WEST OF THE WILDHORSE STATION, MONTANA - WILDHORSE, ALBERTA BORDER
 TL0745'CROSSING.
 TL0745'TO REACH THE MONUMENT FROM THE WILDHORSE, MONTANA - WILDHORSE, ALBERTA
 TL0745'BORDER CROSSING, GO SOUTH ON COUNTY HIGHWAY 232 FOR 4.8 KM (3.00 MI)
 TL0745'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR
 TL0745'6.4 KM (4.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR 3.2 KM
 TL0745'(2.00 MI) TO A T-INTERSECTION.  TURN LEFT AND GO WEST FOR 4.0 KM
 TL0745'(2.50 MI) TO THE END OF THE GRAVEL ROAD AND END OF TRUCK TRAVEL.
 TL0745'THENCE BY ATV, CONTINUE WEST ON A TRACK ROAD FOR 1.85 KM (1.15 MI) TO
 TL0745'A GATE AND FORK, JUST BEYOND.  PASS THROUGH THE GATE, TAKE THE RIGHT
 TL0745'FORK, AND FOLLOW THE MAIN TRACK ROAD, WHICH EVENTUALLY GOES IN A
 TL0745'SOUTHERLY DIRECTION FOR 4.1 KM (2.55 MI) TO WHERE THE TRACK ROAD
 TL0745'CROSSES LOST RIVER.  CROSS LOST RIVER, BEAR RIGHT, AND CONTINUE IN A
 TL0745'NORTHWESTERLY DIRECTION ON THE TRACK ROAD FOR 2.4 KM (1.50 MI) TO A
 TL0745'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHWESTERLY ON THE TRACK
 TL0745'ROAD FOR 3.86 KM (2.40 MI) TO A GATE.  PASS THROUGH THE GATE AND
 TL0745'FOLLOW THE TRACK ROAD SOUTHWESTERLY FOR 0.8 KM (0.50 MI) TO A FORK.
 TL0745'KEEP THE LEFT FORK AND CONTINUE FOR 1.4 KM (0.85 MI) TO A FORK.  TAKE
 TL0745'THE RIGHT FORK AND GO NORTHWESTERLY, UP A STEEP, NARROW DRAW, FOR
 TL0745'0.56 KM (0.35 MI) TO THE TOP OF THE BENCH.  BEAR RIGHT AND GO NORTH
 TL0745'ACROSS OPEN PRAIRIE FOR 0.32 KM (0.20 MI) TO A FENCE AT THE BOUNDARY.
 TL0745'TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.64 TO
 TL0745'MONUMENT 380 ON THE LEFT.
 TL0745'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.55 M
 TL0745'(5.1 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TL0745'PROJECTS ABOUT 0.15 M (0.5 FT) ABOVE THE SURFACE.  INSCRIBED ON THE
 TL0745'OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST
 TL0745'SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE
 TL0745'SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --380-- IS
 TL0745'DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TL0745'THE OBELISK APPEARS TO BE OUT OF PLUMB ABOUT 2 CM TO THE SOUTH AND THE
 TL0745'BASE IS SPALLING AND HAS SEVERAL CRACKS IN IT.
 TL0745'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 1.5 CM NORTH OF THE APEX OF
 TL0745'THE MONUMENT.  THE AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN
 TL0745'EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK WILL BE
 TL0745'REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH
 TL0745'MARK WILL BE HELD FIXED DURING REPLUMBING.
 TL0745'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0825 ***********************************************************************
 TL0825  DESIGNATION -  BOUNDARY MON 381 CD US
 TL0825  PID         -  TL0825
 TL0825  STATE/COUNTY-  MT/HILL
 TL0825  USGS QUAD   -  LOST RIVER (1972)
 TL0825
 TL0825                         *CURRENT SURVEY CONTROL
 TL0825  ___________________________________________________________________
 TL0825* NAD 83(1992)-  48 59 56.45548(N)    110 26 52.49467(W)     ADJUSTED  
 TL0825* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 TL0825  ___________________________________________________________________
 TL0825  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 TL0825  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 TL0825
 TL0825  HORZ ORDER  -  THIRD
 TL0825
 TL0825.The horizontal coordinates were established by classical geodetic methods
 TL0825.and adjusted by the National Geodetic Survey in July 1992..
 TL0825
 TL0825.The orthometric height was scaled from a topographic map.
 TL0825
 TL0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0825
 TL0825.The geoid height was determined by GEOID03.
 TL0825
 TL0825;                    North         East     Units Scale Factor Converg.
 TL0825;SPC MT       -   528,177.770   530,639.714   MT  0.99999939   -0 41 36.3
 TL0825;SPC MT       - 1,732,866.70  1,740,943.94   iFT  0.99999939   -0 41 36.3
 TL0825;UTM  12      - 5,427,493.159   540,381.587   MT  0.99962003   +0 24 60.0
 TL0825
 TL0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0825!SPC MT       -   0.99986643  x   0.99999939  =   0.99986582
 TL0825!UTM  12      -   0.99986643  x   0.99962003  =   0.99948651
 TL0825
 TL0825:                Primary Azimuth Mark                     Grid Az
 TL0825:SPC MT       -  BOUNDARY MON 380 CD US                   270 35 34.0
 TL0825:UTM  12      -  BOUNDARY MON 380 CD US                   269 28 57.7
 TL0825
 TL0825|---------------------------------------------------------------------|
 TL0825| PID    Reference Object                     Distance      Geod. Az  |
 TL0825|                                                           dddmmss.s |
 TL0825| TL0745 BOUNDARY MON 380 CD US              APPROX. 3.2 KM 2695357.7 |
 TL0825|---------------------------------------------------------------------|
 TL0825
 TL0825                          SUPERSEDED SURVEY CONTROL
 TL0825
 TL0825  NAD 83(1986)-  48 59 56.45436(N)    110 26 52.45582(W) AD(       ) 3
 TL0825
 TL0825.Superseded values are not recommended for survey control.
 TL0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0825.See file dsdata.txt to determine how the superseded data were derived.
 TL0825
 TL0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV4038227493(NAD 83)
 TL0825_MARKER: Z = SEE DESCRIPTION
 TL0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0825+STABILITY: SURFACE MOTION
 TL0825
 TL0825  HISTORY     - Date     Condition        Report By
 TL0825  HISTORY     - 1908     MONUMENTED       IBC
 TL0825  HISTORY     - 1975     GOOD             IBC
 TL0825
 TL0825                          STATION DESCRIPTION
 TL0825
 TL0825'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0825'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0825'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0825'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0825'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0825'
 TL0825'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0825'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0825'---OCTOBER 20, 1818---.
 TL0825'
 TL0825'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0825'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0825'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0825'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0825'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0825'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0825'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0825'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0825'
 TL0825'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0825'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0825'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0825'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0825'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0825'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0825'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0825'AND---CANADA---ON THE WEST SIDE.
 TL0825'
 TL0825'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0825'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0825'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0825'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0825'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0825
 TL0825                          STATION RECOVERY (1975)
 TL0825
 TL0825'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0826 ***********************************************************************
 TL0826  DESIGNATION -  BOUNDARY MON 382 CD US
 TL0826  PID         -  TL0826
 TL0826  STATE/COUNTY-  MT/HILL
 TL0826  USGS QUAD   -  LOST RIVER (1972)
 TL0826
 TL0826                         *CURRENT SURVEY CONTROL
 TL0826  ___________________________________________________________________
 TL0826* NAD 83(1992)-  48 59 56.57683(N)    110 25 21.28570(W)     ADJUSTED  
 TL0826* NAVD 88     -       889.     (meters)    2917.     (feet)  SCALED    
 TL0826  ___________________________________________________________________
 TL0826  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 TL0826  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TL0826
 TL0826  HORZ ORDER  -  THIRD
 TL0826
 TL0826.The horizontal coordinates were established by classical geodetic methods
 TL0826.and adjusted by the National Geodetic Survey in July 1992..
 TL0826
 TL0826.The orthometric height was scaled from a topographic map.
 TL0826
 TL0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0826
 TL0826.The geoid height was determined by GEOID03.
 TL0826
 TL0826;                    North         East     Units Scale Factor Converg.
 TL0826;SPC MT       -   528,159.382   532,493.529   MT  0.99999941   -0 40 29.5
 TL0826;SPC MT       - 1,732,806.37  1,747,026.01   iFT  0.99999941   -0 40 29.5
 TL0826;UTM  12      - 5,427,510.693   542,234.709   MT  0.99962191   +0 26 08.8
 TL0826
 TL0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0826!SPC MT       -   0.99986330  x   0.99999941  =   0.99986271
 TL0826!UTM  12      -   0.99986330  x   0.99962191  =   0.99948526
 TL0826
 TL0826:                Primary Azimuth Mark                     Grid Az
 TL0826:SPC MT       -  BOUNDARY MON 381 CD US                   270 34 06.8
 TL0826:UTM  12      -  BOUNDARY MON 381 CD US                   269 27 28.5
 TL0826
 TL0826|---------------------------------------------------------------------|
 TL0826| PID    Reference Object                     Distance      Geod. Az  |
 TL0826|                                                           dddmmss.s |
 TL0826| TL0825 BOUNDARY MON 381 CD US              APPROX. 1.9 KM 2695337.3 |
 TL0826|---------------------------------------------------------------------|
 TL0826
 TL0826                          SUPERSEDED SURVEY CONTROL
 TL0826
 TL0826  NAD 83(1986)-  48 59 56.57642(N)    110 25 21.24687(W) AD(       ) 3
 TL0826
 TL0826.Superseded values are not recommended for survey control.
 TL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0826.See file dsdata.txt to determine how the superseded data were derived.
 TL0826
 TL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV4223527511(NAD 83)
 TL0826_MARKER: Z = SEE DESCRIPTION
 TL0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0826+STABILITY: SURFACE MOTION
 TL0826
 TL0826  HISTORY     - Date     Condition        Report By
 TL0826  HISTORY     - 1908     MONUMENTED       IBC
 TL0826  HISTORY     - 1975     GOOD             IBC
 TL0826
 TL0826                          STATION DESCRIPTION
 TL0826
 TL0826'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0826'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0826'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0826'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0826'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0826'
 TL0826'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0826'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0826'---OCTOBER 20, 1818---.
 TL0826'
 TL0826'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0826'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0826'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0826'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0826'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0826'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0826'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0826'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0826'
 TL0826'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0826'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0826'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0826'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0826'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0826'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0826'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0826'AND---CANADA---ON THE WEST SIDE.
 TL0826'
 TL0826'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0826'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0826'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0826'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0826'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0826
 TL0826                          STATION RECOVERY (1975)
 TL0826
 TL0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0827 ***********************************************************************
 TL0827  DESIGNATION -  BOUNDARY MON 383 CD US
 TL0827  PID         -  TL0827
 TL0827  STATE/COUNTY-  MT/HILL
 TL0827  USGS QUAD   -  LOST RIVER (1972)
 TL0827
 TL0827                         *CURRENT SURVEY CONTROL
 TL0827  ___________________________________________________________________
 TL0827* NAD 83(1992)-  48 59 56.77767(N)    110 22 55.72722(W)     ADJUSTED  
 TL0827* NAVD 88     -       912.     (meters)    2992.     (feet)  SCALED    
 TL0827  ___________________________________________________________________
 TL0827  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 TL0827  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TL0827
 TL0827  HORZ ORDER  -  THIRD
 TL0827
 TL0827.The horizontal coordinates were established by classical geodetic methods
 TL0827.and adjusted by the National Geodetic Survey in July 1992..
 TL0827
 TL0827.The orthometric height was scaled from a topographic map.
 TL0827
 TL0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0827
 TL0827.The geoid height was determined by GEOID03.
 TL0827
 TL0827;                    North         East     Units Scale Factor Converg.
 TL0827;SPC MT       -   528,131.502   535,452.006   MT  0.99999945   -0 38 43.1
 TL0827;SPC MT       - 1,732,714.90  1,756,732.30   iFT  0.99999945   -0 38 43.1
 TL0827;UTM  12      - 5,427,540.176   545,192.058   MT  0.99962509   +0 27 58.7
 TL0827
 TL0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0827!SPC MT       -   0.99985969  x   0.99999945  =   0.99985915
 TL0827!UTM  12      -   0.99985969  x   0.99962509  =   0.99948484
 TL0827
 TL0827:                Primary Azimuth Mark                     Grid Az
 TL0827:SPC MT       -  CENTER X                                 061 20 25.3
 TL0827:UTM  12      -  CENTER X                                 060 13 43.5
 TL0827
 TL0827|---------------------------------------------------------------------|
 TL0827| PID    Reference Object                     Distance      Geod. Az  |
 TL0827|                                                           dddmmss.s |
 TL0827| TL0766 CENTER X                            APPROX. 6.5 KM 0604142.2 |
 TL0827|---------------------------------------------------------------------|
 TL0827
 TL0827                          SUPERSEDED SURVEY CONTROL
 TL0827
 TL0827  NAD 83(1986)-  48 59 56.77834(N)    110 22 55.68844(W) AD(       ) 3
 TL0827
 TL0827.Superseded values are not recommended for survey control.
 TL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0827.See file dsdata.txt to determine how the superseded data were derived.
 TL0827
 TL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV4519227540(NAD 83)
 TL0827_MARKER: Z = SEE DESCRIPTION
 TL0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0827+STABILITY: SURFACE MOTION
 TL0827
 TL0827  HISTORY     - Date     Condition        Report By
 TL0827  HISTORY     - 1908     MONUMENTED       IBC
 TL0827  HISTORY     - 1975     GOOD             IBC
 TL0827
 TL0827                          STATION DESCRIPTION
 TL0827
 TL0827'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0827'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0827'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0827'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0827'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0827'
 TL0827'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0827'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0827'---OCTOBER 20, 1818---.
 TL0827'
 TL0827'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0827'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0827'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0827'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0827'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0827'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0827'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0827'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0827'
 TL0827'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0827'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0827'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0827'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0827'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0827'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0827'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0827'AND---CANADA---ON THE WEST SIDE.
 TL0827'
 TL0827'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0827'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0827'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0827'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0827'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0827
 TL0827                          STATION RECOVERY (1975)
 TL0827
 TL0827'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0828 ***********************************************************************
 TL0828  DESIGNATION -  BOUNDARY MON 384 CD US
 TL0828  PID         -  TL0828
 TL0828  STATE/COUNTY-  MT/HILL
 TL0828  USGS QUAD   -  LOST RIVER NE (1972)
 TL0828
 TL0828                         *CURRENT SURVEY CONTROL
 TL0828  ___________________________________________________________________
 TL0828* NAD 83(1992)-  48 59 56.93273(N)    110 21 11.96091(W)     ADJUSTED  
 TL0828* NAVD 88     -       886.     (meters)    2907.     (feet)  SCALED    
 TL0828  ___________________________________________________________________
 TL0828  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 TL0828  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TL0828
 TL0828  HORZ ORDER  -  THIRD
 TL0828
 TL0828.The horizontal coordinates were established by classical geodetic methods
 TL0828.and adjusted by the National Geodetic Survey in July 1992..
 TL0828
 TL0828.The orthometric height was scaled from a topographic map.
 TL0828
 TL0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0828
 TL0828.The geoid height was determined by GEOID03.
 TL0828
 TL0828;                    North         East     Units Scale Factor Converg.
 TL0828;SPC MT       -   528,112.926   537,561.067   MT  0.99999948   -0 37 27.2
 TL0828;SPC MT       - 1,732,653.96  1,763,651.79   iFT  0.99999948   -0 37 27.2
 TL0828;UTM  12      - 5,427,562.523   547,300.295   MT  0.99962748   +0 29 17.0
 TL0828
 TL0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0828!SPC MT       -   0.99986377  x   0.99999948  =   0.99986325
 TL0828!UTM  12      -   0.99986377  x   0.99962748  =   0.99949130
 TL0828
 TL0828:                Primary Azimuth Mark                     Grid Az
 TL0828:SPC MT       -  BOUNDARY MON 383 CD US                   270 30 17.9
 TL0828:UTM  12      -  BOUNDARY MON 383 CD US                   269 23 33.7
 TL0828
 TL0828|---------------------------------------------------------------------|
 TL0828| PID    Reference Object                     Distance      Geod. Az  |
 TL0828|                                                           dddmmss.s |
 TL0828| TL0827 BOUNDARY MON 383 CD US              APPROX. 2.1 KM 2695250.7 |
 TL0828|---------------------------------------------------------------------|
 TL0828
 TL0828                          SUPERSEDED SURVEY CONTROL
 TL0828
 TL0828  NAD 83(1986)-  48 59 56.93430(N)    110 21 11.94517(W) AD(       ) 3
 TL0828
 TL0828.Superseded values are not recommended for survey control.
 TL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0828.See file dsdata.txt to determine how the superseded data were derived.
 TL0828
 TL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV4730027563(NAD 83)
 TL0828_MARKER: Z = SEE DESCRIPTION
 TL0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0828+STABILITY: SURFACE MOTION
 TL0828
 TL0828  HISTORY     - Date     Condition        Report By
 TL0828  HISTORY     - 1908     MONUMENTED       IBC
 TL0828  HISTORY     - 1975     GOOD             IBC
 TL0828
 TL0828                          STATION DESCRIPTION
 TL0828
 TL0828'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0828'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0828'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0828'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0828'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0828'
 TL0828'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0828'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0828'---OCTOBER 20, 1818---.
 TL0828'
 TL0828'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0828'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0828'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0828'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0828'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0828'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0828'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0828'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0828'
 TL0828'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0828'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0828'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0828'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0828'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0828'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0828'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0828'AND---CANADA---ON THE WEST SIDE.
 TL0828'
 TL0828'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0828'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0828'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0828'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0828'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0828
 TL0828                          STATION RECOVERY (1975)
 TL0828
 TL0828'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0829 ***********************************************************************
 TL0829  DESIGNATION -  BOUNDARY MON 385 CD US
 TL0829  PID         -  TL0829
 TL0829  STATE/COUNTY-  MT/HILL
 TL0829  USGS QUAD   -  LOST RIVER NE (1972)
 TL0829
 TL0829                         *CURRENT SURVEY CONTROL
 TL0829  ___________________________________________________________________
 TL0829* NAD 83(1992)-  48 59 57.07676(N)    110 19 33.87881(W)     ADJUSTED  
 TL0829* NAVD 88     -       880.     (meters)    2887.     (feet)  SCALED    
 TL0829  ___________________________________________________________________
 TL0829  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TL0829  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TL0829
 TL0829  HORZ ORDER  -  THIRD
 TL0829
 TL0829.The horizontal coordinates were established by classical geodetic methods
 TL0829.and adjusted by the National Geodetic Survey in July 1992..
 TL0829
 TL0829.The orthometric height was scaled from a topographic map.
 TL0829
 TL0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0829
 TL0829.The geoid height was determined by GEOID03.
 TL0829
 TL0829;                    North         East     Units Scale Factor Converg.
 TL0829;SPC MT       -   528,096.003   539,554.600   MT  0.99999950   -0 36 15.4
 TL0829;SPC MT       - 1,732,598.44  1,770,192.26   iFT  0.99999950   -0 36 15.4
 TL0829;UTM  12      - 5,427,584.303   549,293.041   MT  0.99962985   +0 30 31.0
 TL0829
 TL0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0829!SPC MT       -   0.99986471  x   0.99999950  =   0.99986421
 TL0829!UTM  12      -   0.99986471  x   0.99962985  =   0.99949461
 TL0829
 TL0829:                Primary Azimuth Mark                     Grid Az
 TL0829:SPC MT       -  BOUNDARY MON 387 CD US                   090 26 33.8
 TL0829:UTM  12      -  BOUNDARY MON 387 CD US                   089 19 47.4
 TL0829
 TL0829|---------------------------------------------------------------------|
 TL0829| PID    Reference Object                     Distance      Geod. Az  |
 TL0829|                                                           dddmmss.s |
 TL0829| TL0831 BOUNDARY MON 387 CD US              APPROX. 5.0 KM 0895018.4 |
 TL0829|---------------------------------------------------------------------|
 TL0829
 TL0829                          SUPERSEDED SURVEY CONTROL
 TL0829
 TL0829  NAD 83(1986)-  48 59 57.07846(N)    110 19 33.86307(W) AD(       ) 3
 TL0829
 TL0829.Superseded values are not recommended for survey control.
 TL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0829.See file dsdata.txt to determine how the superseded data were derived.
 TL0829
 TL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV4929327584(NAD 83)
 TL0829_MARKER: Z = SEE DESCRIPTION
 TL0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0829+STABILITY: SURFACE MOTION
 TL0829
 TL0829  HISTORY     - Date     Condition        Report By
 TL0829  HISTORY     - 1908     MONUMENTED       IBC
 TL0829  HISTORY     - 1975     GOOD             IBC
 TL0829
 TL0829                          STATION DESCRIPTION
 TL0829
 TL0829'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0829'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0829'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0829'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0829'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0829'
 TL0829'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0829'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0829'---OCTOBER 20, 1818---.
 TL0829'
 TL0829'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0829'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0829'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0829'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0829'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0829'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0829'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0829'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0829'
 TL0829'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0829'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0829'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0829'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0829'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0829'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0829'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0829'AND---CANADA---ON THE WEST SIDE.
 TL0829'
 TL0829'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0829'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0829'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0829'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0829'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0829
 TL0829                          STATION RECOVERY (1975)
 TL0829
 TL0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0830 ***********************************************************************
 TL0830  DESIGNATION -  BOUNDARY MON 386 CD US
 TL0830  PID         -  TL0830
 TL0830  STATE/COUNTY-  MT/HILL
 TL0830  USGS QUAD   -  LOST RIVER NE (1972)
 TL0830
 TL0830                         *CURRENT SURVEY CONTROL
 TL0830  ___________________________________________________________________
 TL0830* NAD 83(1992)-  48 59 57.29609(N)    110 17 11.38014(W)     ADJUSTED  
 TL0830* NAVD 88     -       878.     (meters)    2881.     (feet)  SCALED    
 TL0830  ___________________________________________________________________
 TL0830  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 TL0830  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TL0830
 TL0830  HORZ ORDER  -  THIRD
 TL0830
 TL0830.The horizontal coordinates were established by classical geodetic methods
 TL0830.and adjusted by the National Geodetic Survey in July 1992..
 TL0830
 TL0830.The orthometric height was scaled from a topographic map.
 TL0830
 TL0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0830
 TL0830.The geoid height was determined by GEOID03.
 TL0830
 TL0830;                    North         East     Units Scale Factor Converg.
 TL0830;SPC MT       -   528,072.963   542,450.917   MT  0.99999954   -0 34 31.2
 TL0830;SPC MT       - 1,732,522.84  1,779,694.61   iFT  0.99999954   -0 34 31.2
 TL0830;UTM  12      - 5,427,617.533   552,188.194   MT  0.99963346   +0 32 18.6
 TL0830
 TL0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0830!SPC MT       -   0.99986502  x   0.99999954  =   0.99986456
 TL0830!UTM  12      -   0.99986502  x   0.99963346  =   0.99949853
 TL0830
 TL0830:                Primary Azimuth Mark                     Grid Az
 TL0830:SPC MT       -  PUGSLEY AND SIMPSON                      228 22 45.4
 TL0830:UTM  12      -  PUGSLEY AND SIMPSON                      227 15 55.6
 TL0830
 TL0830|---------------------------------------------------------------------|
 TL0830| PID    Reference Object                     Distance      Geod. Az  |
 TL0830|                                                           dddmmss.s |
 TL0830| TL0842 PUGSLEY AND SIMPSON                 APPROX. 4.6 KM 2274814.2 |
 TL0830|---------------------------------------------------------------------|
 TL0830
 TL0830                          SUPERSEDED SURVEY CONTROL
 TL0830
 TL0830  NAD 83(1986)-  48 59 57.29749(N)    110 17 11.36447(W) AD(       ) 3
 TL0830
 TL0830.Superseded values are not recommended for survey control.
 TL0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0830.See file dsdata.txt to determine how the superseded data were derived.
 TL0830
 TL0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV5218827618(NAD 83)
 TL0830_MARKER: Z = SEE DESCRIPTION
 TL0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0830+STABILITY: SURFACE MOTION
 TL0830
 TL0830  HISTORY     - Date     Condition        Report By
 TL0830  HISTORY     - 1908     MONUMENTED       IBC
 TL0830  HISTORY     - 1975     GOOD             IBC
 TL0830
 TL0830                          STATION DESCRIPTION
 TL0830
 TL0830'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0830'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0830'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0830'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0830'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0830'
 TL0830'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0830'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0830'---OCTOBER 20, 1818---.
 TL0830'
 TL0830'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0830'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0830'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0830'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0830'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0830'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0830'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0830'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0830'
 TL0830'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0830'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0830'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0830'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0830'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0830'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0830'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0830'AND---CANADA---ON THE WEST SIDE.
 TL0830'
 TL0830'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0830'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0830'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0830'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0830'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0830
 TL0830                          STATION RECOVERY (1975)
 TL0830
 TL0830'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0831 ***********************************************************************
 TL0831  DESIGNATION -  BOUNDARY MON 387 CD US
 TL0831  PID         -  TL0831
 TL0831  STATE/COUNTY-  MT/HILL
 TL0831  USGS QUAD   -  LOST RIVER NE (1972)
 TL0831
 TL0831                         *CURRENT SURVEY CONTROL
 TL0831  ___________________________________________________________________
 TL0831* NAD 83(1992)-  48 59 57.45989(N)    110 15 28.22546(W)     ADJUSTED  
 TL0831* NAVD 88     -       891.     (meters)    2923.     (feet)  SCALED    
 TL0831  ___________________________________________________________________
 TL0831  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 TL0831  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TL0831
 TL0831  HORZ ORDER  -  THIRD
 TL0831
 TL0831.The horizontal coordinates were established by classical geodetic methods
 TL0831.and adjusted by the National Geodetic Survey in July 1992..
 TL0831
 TL0831.The orthometric height was scaled from a topographic map.
 TL0831
 TL0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0831
 TL0831.The geoid height was determined by GEOID03.
 TL0831
 TL0831;                    North         East     Units Scale Factor Converg.
 TL0831;SPC MT       -   528,057.353   544,547.564   MT  0.99999957   -0 33 15.7
 TL0831;SPC MT       - 1,732,471.63  1,786,573.37   iFT  0.99999957   -0 33 15.7
 TL0831;UTM  12      - 5,427,642.685   554,283.984   MT  0.99963620   +0 33 36.4
 TL0831
 TL0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0831!SPC MT       -   0.99986299  x   0.99999957  =   0.99986256
 TL0831!UTM  12      -   0.99986299  x   0.99963620  =   0.99949924
 TL0831
 TL0831:                Primary Azimuth Mark                     Grid Az
 TL0831:SPC MT       -  BOUNDARY MON 385 CD US                   270 26 39.5
 TL0831:UTM  12      -  BOUNDARY MON 385 CD US                   269 19 47.4
 TL0831
 TL0831|---------------------------------------------------------------------|
 TL0831| PID    Reference Object                     Distance      Geod. Az  |
 TL0831|                                                           dddmmss.s |
 TL0831| TL0829 BOUNDARY MON 385 CD US              APPROX. 5.0 KM 2695323.8 |
 TL0831|---------------------------------------------------------------------|
 TL0831
 TL0831                          SUPERSEDED SURVEY CONTROL
 TL0831
 TL0831  NAD 83(1986)-  48 59 57.46074(N)    110 15 28.20986(W) AD(       ) 3
 TL0831
 TL0831.Superseded values are not recommended for survey control.
 TL0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0831.See file dsdata.txt to determine how the superseded data were derived.
 TL0831
 TL0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV5428427643(NAD 83)
 TL0831_MARKER: Z = SEE DESCRIPTION
 TL0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0831+STABILITY: SURFACE MOTION
 TL0831
 TL0831  HISTORY     - Date     Condition        Report By
 TL0831  HISTORY     - 1908     MONUMENTED       IBC
 TL0831  HISTORY     - 1975     GOOD             IBC
 TL0831
 TL0831                          STATION DESCRIPTION
 TL0831
 TL0831'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0831'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0831'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0831'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0831'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0831'
 TL0831'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0831'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0831'---OCTOBER 20, 1818---.
 TL0831'
 TL0831'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0831'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0831'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0831'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0831'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0831'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0831'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0831'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0831'
 TL0831'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0831'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0831'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0831'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0831'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0831'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0831'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0831'AND---CANADA---ON THE WEST SIDE.
 TL0831'
 TL0831'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0831'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0831'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0831'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0831'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0831
 TL0831                          STATION RECOVERY (1975)
 TL0831
 TL0831'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0746 ***********************************************************************
 TL0746  DESIGNATION -  BOUNDARY MON 388 A
 TL0746  PID         -  TL0746
 TL0746  STATE/COUNTY-  MT/HILL
 TL0746  USGS QUAD   -  SIMPSON (1972)
 TL0746
 TL0746                         *CURRENT SURVEY CONTROL
 TL0746  ___________________________________________________________________
 TL0746* NAD 83(1992)-  48 59 57.68180(N)    110 12 59.09253(W)     ADJUSTED  
 TL0746* NAVD 88     -       861.0    (meters)    2825.     (feet)  VERTCON   
 TL0746  ___________________________________________________________________
 TL0746  X           -  -1,448,977.635 (meters)                     COMP
 TL0746  Y           -  -3,934,726.985 (meters)                     COMP
 TL0746  Z           -   4,791,149.488 (meters)                     COMP
 TL0746  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 TL0746  ELLIP HEIGHT-         845.00  (meters)          (07/28/92) GPS OBS
 TL0746  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TL0746
 TL0746  HORZ ORDER  -  FIRST
 TL0746  ELLP ORDER  -  FIFTH     CLASS I
 TL0746
 TL0746.The horizontal coordinates were established by GPS observations
 TL0746.and adjusted by the National Geodetic Survey in July 1992..
 TL0746
 TL0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0746
 TL0746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0746
 TL0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0746
 TL0746.The ellipsoidal height was determined by GPS observations
 TL0746.and is referenced to NAD 83.
 TL0746
 TL0746.The geoid height was determined by GEOID03.
 TL0746
 TL0746;                    North         East     Units Scale Factor Converg.
 TL0746;SPC MT       -   528,035.681   547,578.735   MT  0.99999960   -0 31 26.6
 TL0746;SPC MT       - 1,732,400.53  1,796,518.16   iFT  0.99999960   -0 31 26.6
 TL0746;UTM  12      - 5,427,679.986   557,313.907   MT  0.99964035   +0 35 29.0
 TL0746
 TL0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0746!SPC MT       -   0.99986759  x   0.99999960  =   0.99986719
 TL0746!UTM  12      -   0.99986759  x   0.99964035  =   0.99950799
 TL0746
 TL0746|---------------------------------------------------------------------|
 TL0746| PID    Reference Object                     Distance      Geod. Az  |
 TL0746|                                                           dddmmss.s |
 TL0746| TL0833 BOUNDARY MON 388 B                   97.776 METERS 08952     |
 TL0746| TL0832 BOUNDARY MON 388 CD US              APPROX. 0.8 KM 2695202.6 |
 TL0746|---------------------------------------------------------------------|
 TL0746
 TL0746                          SUPERSEDED SURVEY CONTROL
 TL0746
 TL0746  NAD 83(1986)-  48 59 57.68132(N)    110 12 59.07690(W) AD(       ) 1
 TL0746  NGVD 29 (08/25/89)  860.1    (m)         2822.     (f) GPS OBS        
 TL0746
 TL0746.Superseded values are not recommended for survey control.
 TL0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0746.See file dsdata.txt to determine how the superseded data were derived.
 TL0746
 TL0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV5731427680(NAD 83)
 TL0746_MARKER: DU = BOUNDARY MARKER
 TL0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0746_MAGNETIC: N = NO MAGNETIC MATERIAL
 TL0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0746+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1988
 TL0746
 TL0746  HISTORY     - Date     Condition        Report By
 TL0746  HISTORY     - 1929     MONUMENTED       IBC
 TL0746  HISTORY     - 1929     GOOD             IBC
 TL0746  HISTORY     - 1945     GOOD             IBC
 TL0746  HISTORY     - 1965     GOOD             IBC
 TL0746  HISTORY     - 1971     GOOD             IBC
 TL0746  HISTORY     - 1975     GOOD             IBC
 TL0746  HISTORY     - 19880803 GOOD             NGS
 TL0746
 TL0746                          STATION DESCRIPTION
 TL0746
 TL0746'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1929 (JH)
 TL0746'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TL0746'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TL0746'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TL0746'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TL0746'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TL0746'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TL0746'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TL0746'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TL0746'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TL0746'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TL0746'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TL0746'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TL0746'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TL0746'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TL0746'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TL0746'CONCRETE.
 TL0746'
 TL0746'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TL0746'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TL0746'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TL0746'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TL0746'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TL0746'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TL0746'THE MONUMENT IS SET ON THE WEST SIDE OF THE HIGHWAY THAT RUNS BETWEEN
 TL0746'HAVRE, MONTANA AND MEDICINE HAT, ALBERTA.
 TL0746
 TL0746                          STATION RECOVERY (1929)
 TL0746
 TL0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1929
 TL0746'RECOVERED IN GOOD CONDITION.
 TL0746
 TL0746                          STATION RECOVERY (1945)
 TL0746
 TL0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TL0746'RECOVERED IN GOOD CONDITION.
 TL0746
 TL0746                          STATION RECOVERY (1965)
 TL0746
 TL0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TL0746'RECOVERED IN GOOD CONDITION.
 TL0746
 TL0746                          STATION RECOVERY (1971)
 TL0746
 TL0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TL0746'RECOVERED IN GOOD CONDITION.
 TL0746
 TL0746                          STATION RECOVERY (1975)
 TL0746
 TL0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0746'RECOVERED IN GOOD CONDITION.
 TL0746
 TL0746                          STATION RECOVERY (1988)
 TL0746
 TL0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TL0746'THE MONUMENT IS LOCATED ON THE SOUTH SIDE OF PROVINCIAL HIGHWAY 41, AT
 TL0746'THE WILD HORSE STATION, MONTANA - WILDHORSE, ALBERTA BORDER CROSSING.
 TL0746'THE MONUMENT IS ABOUT 45.7 M (149.9 FT) NORTHWEST OF THE NORTHWEST
 TL0746'CORNER OF THE CANADIAN CUSTOMS INSPECTION STATION.
 TL0746'THE MONUMENT IS A GRANULAR AGGREGATE OBELISK THAT PROJECTS ABOUT 1.5 M
 TL0746'(4.9 FT) ABOVE THE TOP OF A 0.9 M (3.0 FT) SQUARE CONCRETE BASE THAT
 TL0746'IS FLUSH WITH THE SURFACE.  INSCRIBED IN THE OBELISK IN BLACK
 TL0746'GRANULES IS --INTERNATIONAL BOUNDARY-- ON THE EAST SIDE, --TREATY
 TL0746'1925 NO. 388-A 1929-- ON THE WEST SIDE, --UNITED STATES-- ON THE
 TL0746'SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.
 TL0746'THE MONUMENT APPEARS TO BE PLUMB AND SOLID.  THE POINT POSITIONED IS
 TL0746'THE APEX OF THE OBELISK.
 TL0746'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0833 ***********************************************************************
 TL0833  DESIGNATION -  BOUNDARY MON 388 B
 TL0833  PID         -  TL0833
 TL0833  STATE/COUNTY-  MT/HILL
 TL0833  USGS QUAD   -  SIMPSON (1972)
 TL0833
 TL0833                         *CURRENT SURVEY CONTROL
 TL0833  ___________________________________________________________________
 TL0833* NAD 83(1992)-  48 59 57.68907(N)    110 12 54.28210(W)     ADJUSTED  
 TL0833* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 TL0833  ___________________________________________________________________
 TL0833  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 TL0833  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TL0833
 TL0833  HORZ ORDER  -  THIRD
 TL0833
 TL0833.The horizontal coordinates were established by classical geodetic methods
 TL0833.and adjusted by the National Geodetic Survey in July 1992..
 TL0833
 TL0833.The orthometric height was scaled from a topographic map.
 TL0833
 TL0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0833
 TL0833.The geoid height was determined by GEOID03.
 TL0833
 TL0833;                    North         East     Units Scale Factor Converg.
 TL0833;SPC MT       -   528,035.013   547,676.509   MT  0.99999960   -0 31 23.1
 TL0833;SPC MT       - 1,732,398.34  1,796,838.94   iFT  0.99999960   -0 31 23.1
 TL0833;UTM  12      - 5,427,681.220   557,411.640   MT  0.99964049   +0 35 32.6
 TL0833
 TL0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0833!SPC MT       -   0.99986769  x   0.99999960  =   0.99986729
 TL0833!UTM  12      -   0.99986769  x   0.99964049  =   0.99950822
 TL0833
 TL0833:                Primary Azimuth Mark                     Grid Az
 TL0833:SPC MT       -  BOUNDARY MON 389 CD US                   090 23 33.4
 TL0833:UTM  12      -  BOUNDARY MON 389 CD US                   089 16 37.7
 TL0833
 TL0833|---------------------------------------------------------------------|
 TL0833| PID    Reference Object                     Distance      Geod. Az  |
 TL0833|                                                           dddmmss.s |
 TL0833| TL0834 BOUNDARY MON 389 CD US              APPROX. 1.7 KM 0895210.3 |
 TL0833| TL0746 BOUNDARY MON 388 A                   97.776 METERS 26952     |
 TL0833|---------------------------------------------------------------------|
 TL0833
 TL0833                          SUPERSEDED SURVEY CONTROL
 TL0833
 TL0833  NAD 83(1986)-  48 59 57.68858(N)    110 12 54.26671(W) AD(       ) 3
 TL0833
 TL0833.Superseded values are not recommended for survey control.
 TL0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0833.See file dsdata.txt to determine how the superseded data were derived.
 TL0833
 TL0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV5741227681(NAD 83)
 TL0833_MARKER: U = CONCRETE POST
 TL0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0833+STABILITY: SURFACE MOTION
 TL0833
 TL0833  HISTORY     - Date     Condition        Report By
 TL0833  HISTORY     - 1929     MONUMENTED       IBC
 TL0833  HISTORY     - 1941     GOOD             IBC
 TL0833  HISTORY     - 1945     GOOD             IBC
 TL0833  HISTORY     - 1965     GOOD             IBC
 TL0833  HISTORY     - 1971     GOOD             IBC
 TL0833  HISTORY     - 1975     GOOD             IBC
 TL0833
 TL0833                          STATION DESCRIPTION
 TL0833
 TL0833'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1929 (JH)
 TL0833'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TL0833'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TL0833'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TL0833'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TL0833'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TL0833'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TL0833'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TL0833'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TL0833'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TL0833'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TL0833'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TL0833'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TL0833'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TL0833'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TL0833'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TL0833'CONCRETE.
 TL0833'
 TL0833'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TL0833'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TL0833'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TL0833'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TL0833'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TL0833'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TL0833'THE MONUMENT IS SET ON THE EAST SIDE OF THE HIGHWAY THAT RUNS BETWEEN
 TL0833'HAVRE, MONTANA AND MEDICINE HAT, ALBERTA.
 TL0833
 TL0833                          STATION RECOVERY (1941)
 TL0833
 TL0833'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TL0833'RECOVERED IN GOOD CONDITION.
 TL0833
 TL0833                          STATION RECOVERY (1945)
 TL0833
 TL0833'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TL0833'RECOVERED IN GOOD CONDITION.
 TL0833
 TL0833                          STATION RECOVERY (1965)
 TL0833
 TL0833'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TL0833'RECOVERED IN GOOD CONDITION.
 TL0833
 TL0833                          STATION RECOVERY (1971)
 TL0833
 TL0833'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TL0833'RECOVERED IN GOOD CONDITION.
 TL0833
 TL0833                          STATION RECOVERY (1975)
 TL0833
 TL0833'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0832 ***********************************************************************
 TL0832  DESIGNATION -  BOUNDARY MON 388 CD US
 TL0832  PID         -  TL0832
 TL0832  STATE/COUNTY-  MT/HILL
 TL0832  USGS QUAD   -  SIMPSON (1972)
 TL0832
 TL0832                         *CURRENT SURVEY CONTROL
 TL0832  ___________________________________________________________________
 TL0832* NAD 83(1992)-  48 59 57.61913(N)    110 13 38.98776(W)     ADJUSTED  
 TL0832* NAVD 88     -       876.     (meters)    2874.     (feet)  SCALED    
 TL0832  ___________________________________________________________________
 TL0832  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 TL0832  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TL0832
 TL0832  HORZ ORDER  -  THIRD
 TL0832
 TL0832.The horizontal coordinates were established by classical geodetic methods
 TL0832.and adjusted by the National Geodetic Survey in July 1992..
 TL0832
 TL0832.The orthometric height was scaled from a topographic map.
 TL0832
 TL0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0832
 TL0832.The geoid height was determined by GEOID03.
 TL0832
 TL0832;                    North         East     Units Scale Factor Converg.
 TL0832;SPC MT       -   528,041.220   546,767.851   MT  0.99999959   -0 31 55.8
 TL0832;SPC MT       - 1,732,418.70  1,793,857.78   iFT  0.99999959   -0 31 55.8
 TL0832;UTM  12      - 5,427,669.743   556,503.361   MT  0.99963922   +0 34 58.9
 TL0832
 TL0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0832!SPC MT       -   0.99986534  x   0.99999959  =   0.99986493
 TL0832!UTM  12      -   0.99986534  x   0.99963922  =   0.99950461
 TL0832
 TL0832:                Primary Azimuth Mark                     Grid Az
 TL0832:SPC MT       -  BOUNDARY MON 387 CD US                   270 25 00.0
 TL0832:UTM  12      -  BOUNDARY MON 387 CD US                   269 18 05.3
 TL0832
 TL0832|---------------------------------------------------------------------|
 TL0832| PID    Reference Object                     Distance      Geod. Az  |
 TL0832|                                                           dddmmss.s |
 TL0832| TL0831 BOUNDARY MON 387 CD US              APPROX. 2.2 KM 2695304.2 |
 TL0832|---------------------------------------------------------------------|
 TL0832
 TL0832                          SUPERSEDED SURVEY CONTROL
 TL0832
 TL0832  NAD 83(1986)-  48 59 57.61899(N)    110 13 38.97221(W) AD(       ) 3
 TL0832
 TL0832.Superseded values are not recommended for survey control.
 TL0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0832.See file dsdata.txt to determine how the superseded data were derived.
 TL0832
 TL0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV5650327670(NAD 83)
 TL0832_MARKER: Z = SEE DESCRIPTION
 TL0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0832+STABILITY: SURFACE MOTION
 TL0832
 TL0832  HISTORY     - Date     Condition        Report By
 TL0832  HISTORY     - 1908     MONUMENTED       IBC
 TL0832  HISTORY     - 1975     GOOD             IBC
 TL0832
 TL0832                          STATION DESCRIPTION
 TL0832
 TL0832'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0832'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0832'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0832'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0832'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0832'
 TL0832'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0832'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0832'---OCTOBER 20, 1818---.
 TL0832'
 TL0832'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0832'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0832'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0832'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0832'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0832'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0832'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0832'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0832'
 TL0832'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0832'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0832'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0832'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0832'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0832'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0832'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0832'AND---CANADA---ON THE WEST SIDE.
 TL0832'
 TL0832'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0832'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0832'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0832'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0832'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0832
 TL0832                          STATION RECOVERY (1975)
 TL0832
 TL0832'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0834 ***********************************************************************
 TL0834  DESIGNATION -  BOUNDARY MON 389 CD US
 TL0834  PID         -  TL0834
 TL0834  STATE/COUNTY-  MT/HILL
 TL0834  USGS QUAD   -  SIMPSON (1972)
 TL0834
 TL0834                         *CURRENT SURVEY CONTROL
 TL0834  ___________________________________________________________________
 TL0834* NAD 83(1992)-  48 59 57.80662(N)    110 11 30.13159(W)     ADJUSTED  
 TL0834* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 TL0834  ___________________________________________________________________
 TL0834  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 TL0834  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TL0834
 TL0834  HORZ ORDER  -  THIRD
 TL0834
 TL0834.The horizontal coordinates were established by classical geodetic methods
 TL0834.and adjusted by the National Geodetic Survey in July 1992..
 TL0834
 TL0834.The orthometric height was scaled from a topographic map.
 TL0834
 TL0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0834
 TL0834.The geoid height was determined by GEOID03.
 TL0834
 TL0834;                    North         East     Units Scale Factor Converg.
 TL0834;SPC MT       -   528,023.284   549,386.894   MT  0.99999963   -0 30 21.5
 TL0834;SPC MT       - 1,732,359.86  1,802,450.44   iFT  0.99999963   -0 30 21.5
 TL0834;UTM  12      - 5,427,702.791   559,121.318   MT  0.99964294   +0 36 36.1
 TL0834
 TL0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0834!SPC MT       -   0.99986769  x   0.99999963  =   0.99986732
 TL0834!UTM  12      -   0.99986769  x   0.99964294  =   0.99951067
 TL0834
 TL0834:                Primary Azimuth Mark                     Grid Az
 TL0834:SPC MT       -  BOUNDARY MON 390 CD US                   090 23 12.6
 TL0834:UTM  12      -  BOUNDARY MON 390 CD US                   089 16 15.0
 TL0834
 TL0834|---------------------------------------------------------------------|
 TL0834| PID    Reference Object                     Distance      Geod. Az  |
 TL0834|                                                           dddmmss.s |
 TL0834| TL0835 BOUNDARY MON 390 CD US              APPROX. 3.1 KM 0895251.1 |
 TL0834|---------------------------------------------------------------------|
 TL0834
 TL0834                          SUPERSEDED SURVEY CONTROL
 TL0834
 TL0834  NAD 83(1986)-  48 59 57.80662(N)    110 11 30.11616(W) AD(       ) 3
 TL0834
 TL0834.Superseded values are not recommended for survey control.
 TL0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0834.See file dsdata.txt to determine how the superseded data were derived.
 TL0834
 TL0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV5912127703(NAD 83)
 TL0834_MARKER: Z = SEE DESCRIPTION
 TL0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0834+STABILITY: SURFACE MOTION
 TL0834
 TL0834  HISTORY     - Date     Condition        Report By
 TL0834  HISTORY     - 1908     MONUMENTED       IBC
 TL0834  HISTORY     - 1971     GOOD             IBC
 TL0834  HISTORY     - 1975     GOOD             IBC
 TL0834
 TL0834                          STATION DESCRIPTION
 TL0834
 TL0834'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0834'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0834'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0834'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0834'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0834'
 TL0834'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0834'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0834'---OCTOBER 20, 1818---.
 TL0834'
 TL0834'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0834'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0834'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0834'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0834'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0834'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0834'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0834'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0834'
 TL0834'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0834'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0834'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0834'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0834'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0834'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0834'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0834'AND---CANADA---ON THE WEST SIDE.
 TL0834'
 TL0834'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0834'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0834'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0834'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0834'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0834
 TL0834                          STATION RECOVERY (1971)
 TL0834
 TL0834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TL0834'RECOVERED IN GOOD CONDITION.
 TL0834
 TL0834                          STATION RECOVERY (1975)
 TL0834
 TL0834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0835 ***********************************************************************
 TL0835  DESIGNATION -  BOUNDARY MON 390 CD US
 TL0835  PID         -  TL0835
 TL0835  STATE/COUNTY-  MT/HILL
 TL0835  USGS QUAD   -  SIMPSON (1972)
 TL0835
 TL0835                         *CURRENT SURVEY CONTROL
 TL0835  ___________________________________________________________________
 TL0835* NAD 83(1992)-  48 59 57.98953(N)    110 08 55.36625(W)     ADJUSTED  
 TL0835* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 TL0835  ___________________________________________________________________
 TL0835  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 TL0835  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 TL0835
 TL0835  HORZ ORDER  -  THIRD
 TL0835
 TL0835.The horizontal coordinates were established by classical geodetic methods
 TL0835.and adjusted by the National Geodetic Survey in July 1992..
 TL0835
 TL0835.The orthometric height was scaled from a topographic map.
 TL0835
 TL0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0835
 TL0835.The geoid height was determined by GEOID03.
 TL0835
 TL0835;                    North         East     Units Scale Factor Converg.
 TL0835;SPC MT       -   528,002.017   552,532.546   MT  0.99999966   -0 28 28.3
 TL0835;SPC MT       - 1,732,290.08  1,812,770.82   iFT  0.99999966   -0 28 28.3
 TL0835;UTM  12      - 5,427,742.810   562,265.672   MT  0.99964763   +0 38 33.0
 TL0835
 TL0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0835!SPC MT       -   0.99986878  x   0.99999966  =   0.99986844
 TL0835!UTM  12      -   0.99986878  x   0.99964763  =   0.99951646
 TL0835
 TL0835:                Primary Azimuth Mark                     Grid Az
 TL0835:SPC MT       -  BOUNDARY MON 389 CD US                   270 23 16.2
 TL0835:UTM  12      -  BOUNDARY MON 389 CD US                   269 16 14.9
 TL0835
 TL0835|---------------------------------------------------------------------|
 TL0835| PID    Reference Object                     Distance      Geod. Az  |
 TL0835|                                                           dddmmss.s |
 TL0835| TL0834 BOUNDARY MON 389 CD US              APPROX. 3.1 KM 2695447.9 |
 TL0835|---------------------------------------------------------------------|
 TL0835
 TL0835                          SUPERSEDED SURVEY CONTROL
 TL0835
 TL0835  NAD 83(1986)-  48 59 57.99090(N)    110 08 55.35092(W) AD(       ) 3
 TL0835
 TL0835.Superseded values are not recommended for survey control.
 TL0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0835.See file dsdata.txt to determine how the superseded data were derived.
 TL0835
 TL0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV6226627743(NAD 83)
 TL0835_MARKER: Z = SEE DESCRIPTION
 TL0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0835+STABILITY: SURFACE MOTION
 TL0835
 TL0835  HISTORY     - Date     Condition        Report By
 TL0835  HISTORY     - 1908     MONUMENTED       IBC
 TL0835  HISTORY     - 1975     GOOD             IBC
 TL0835
 TL0835                          STATION DESCRIPTION
 TL0835
 TL0835'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0835'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0835'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0835'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0835'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0835'
 TL0835'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0835'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0835'---OCTOBER 20, 1818---.
 TL0835'
 TL0835'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0835'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0835'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0835'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0835'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0835'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0835'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0835'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0835'
 TL0835'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0835'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0835'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0835'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0835'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0835'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0835'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0835'AND---CANADA---ON THE WEST SIDE.
 TL0835'
 TL0835'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0835'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0835'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0835'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0835'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0835
 TL0835                          STATION RECOVERY (1975)
 TL0835
 TL0835'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0836 ***********************************************************************
 TL0836  DESIGNATION -  BOUNDARY MON 391 CD US
 TL0836  PID         -  TL0836
 TL0836  STATE/COUNTY-  MT/HILL
 TL0836  USGS QUAD   -  WILD HORSE LAKE WEST (1972)
 TL0836
 TL0836                         *CURRENT SURVEY CONTROL
 TL0836  ___________________________________________________________________
 TL0836* NAD 83(1992)-  48 59 58.16304(N)    110 06 34.12020(W)     ADJUSTED  
 TL0836* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 TL0836  ___________________________________________________________________
 TL0836  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 TL0836  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TL0836
 TL0836  HORZ ORDER  -  THIRD
 TL0836
 TL0836.The horizontal coordinates were established by classical geodetic methods
 TL0836.and adjusted by the National Geodetic Survey in July 1992..
 TL0836
 TL0836.The orthometric height was scaled from a topographic map.
 TL0836
 TL0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0836
 TL0836.The geoid height was determined by GEOID03.
 TL0836
 TL0836;                    North         East     Units Scale Factor Converg.
 TL0836;SPC MT       -   527,984.319   555,403.422   MT  0.99999969   -0 26 45.0
 TL0836;SPC MT       - 1,732,232.02  1,822,189.70   iFT  0.99999969   -0 26 45.0
 TL0836;UTM  12      - 5,427,781.091   565,135.343   MT  0.99965212   +0 40 19.6
 TL0836
 TL0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0836!SPC MT       -   0.99986894  x   0.99999969  =   0.99986863
 TL0836!UTM  12      -   0.99986894  x   0.99965212  =   0.99952110
 TL0836
 TL0836:                Primary Azimuth Mark                     Grid Az
 TL0836:SPC MT       -  BOUNDARY MON 390 CD US                   270 21 13.2
 TL0836:UTM  12      -  BOUNDARY MON 390 CD US                   269 14 08.6
 TL0836
 TL0836|---------------------------------------------------------------------|
 TL0836| PID    Reference Object                     Distance      Geod. Az  |
 TL0836|                                                           dddmmss.s |
 TL0836| TL0835 BOUNDARY MON 390 CD US              APPROX. 2.9 KM 2695428.2 |
 TL0836|---------------------------------------------------------------------|
 TL0836
 TL0836                          SUPERSEDED SURVEY CONTROL
 TL0836
 TL0836  NAD 83(1986)-  48 59 58.16601(N)    110 06 34.10497(W) AD(       ) 3
 TL0836
 TL0836.Superseded values are not recommended for survey control.
 TL0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0836.See file dsdata.txt to determine how the superseded data were derived.
 TL0836
 TL0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV6513527781(NAD 83)
 TL0836_MARKER: Z = SEE DESCRIPTION
 TL0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0836+STABILITY: SURFACE MOTION
 TL0836
 TL0836  HISTORY     - Date     Condition        Report By
 TL0836  HISTORY     - 1908     MONUMENTED       IBC
 TL0836  HISTORY     - 1975     GOOD             IBC
 TL0836
 TL0836                          STATION DESCRIPTION
 TL0836
 TL0836'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0836'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0836'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0836'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0836'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0836'
 TL0836'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0836'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0836'---OCTOBER 20, 1818---.
 TL0836'
 TL0836'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0836'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0836'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0836'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0836'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0836'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0836'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0836'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0836'
 TL0836'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0836'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0836'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0836'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0836'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0836'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0836'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0836'AND---CANADA---ON THE WEST SIDE.
 TL0836'
 TL0836'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0836'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0836'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0836'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0836'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0836
 TL0836                          STATION RECOVERY (1975)
 TL0836
 TL0836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0837 ***********************************************************************
 TL0837  DESIGNATION -  BOUNDARY MON 392 CD US
 TL0837  PID         -  TL0837
 TL0837  STATE/COUNTY-  MT/HILL
 TL0837  USGS QUAD   -  WILD HORSE LAKE WEST (1972)
 TL0837
 TL0837                         *CURRENT SURVEY CONTROL
 TL0837  ___________________________________________________________________
 TL0837* NAD 83(1992)-  48 59 58.29648(N)    110 04 47.57889(W)     ADJUSTED  
 TL0837* NAVD 88     -       851.     (meters)    2792.     (feet)  SCALED    
 TL0837  ___________________________________________________________________
 TL0837  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 TL0837  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TL0837
 TL0837  HORZ ORDER  -  THIRD
 TL0837
 TL0837.The horizontal coordinates were established by classical geodetic methods
 TL0837.and adjusted by the National Geodetic Survey in July 1992..
 TL0837
 TL0837.The orthometric height was scaled from a topographic map.
 TL0837
 TL0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0837
 TL0837.The geoid height was determined by GEOID03.
 TL0837
 TL0837;                    North         East     Units Scale Factor Converg.
 TL0837;SPC MT       -   527,972.000   557,568.917   MT  0.99999971   -0 25 27.1
 TL0837;SPC MT       - 1,732,191.60  1,829,294.35   iFT  0.99999971   -0 25 27.1
 TL0837;UTM  12      - 5,427,811.026   567,299.917   MT  0.99965564   +0 41 40.0
 TL0837
 TL0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0837!SPC MT       -   0.99986925  x   0.99999971  =   0.99986896
 TL0837!UTM  12      -   0.99986925  x   0.99965564  =   0.99952493
 TL0837
 TL0837:                Primary Azimuth Mark                     Grid Az
 TL0837:SPC MT       -  BOUNDARY MON 391 CD US                   270 19 34.7
 TL0837:UTM  12      -  BOUNDARY MON 391 CD US                   269 12 27.6
 TL0837
 TL0837|---------------------------------------------------------------------|
 TL0837| PID    Reference Object                     Distance      Geod. Az  |
 TL0837|                                                           dddmmss.s |
 TL0837| TL0836 BOUNDARY MON 391 CD US              APPROX. 2.2 KM 2695407.6 |
 TL0837|---------------------------------------------------------------------|
 TL0837
 TL0837                          SUPERSEDED SURVEY CONTROL
 TL0837
 TL0837  NAD 83(1986)-  48 59 58.30011(N)    110 04 47.56368(W) AD(       ) 3
 TL0837
 TL0837.Superseded values are not recommended for survey control.
 TL0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0837.See file dsdata.txt to determine how the superseded data were derived.
 TL0837
 TL0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV6730027811(NAD 83)
 TL0837_MARKER: Z = SEE DESCRIPTION
 TL0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0837+STABILITY: SURFACE MOTION
 TL0837
 TL0837  HISTORY     - Date     Condition        Report By
 TL0837  HISTORY     - 1908     MONUMENTED       IBC
 TL0837  HISTORY     - 1975     GOOD             IBC
 TL0837
 TL0837                          STATION DESCRIPTION
 TL0837
 TL0837'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0837'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0837'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0837'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0837'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0837'
 TL0837'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0837'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0837'---OCTOBER 20, 1818---.
 TL0837'
 TL0837'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0837'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0837'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0837'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0837'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0837'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0837'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0837'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0837'
 TL0837'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0837'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0837'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0837'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0837'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0837'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0837'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0837'AND---CANADA---ON THE WEST SIDE.
 TL0837'
 TL0837'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0837'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0837'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0837'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0837'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0837
 TL0837                          STATION RECOVERY (1975)
 TL0837
 TL0837'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0838 ***********************************************************************
 TL0838  DESIGNATION -  BOUNDARY MON 393 CD US
 TL0838  PID         -  TL0838
 TL0838  STATE/COUNTY-  MT/HILL
 TL0838  USGS QUAD   -  WILD HORSE LAKE WEST (1972)
 TL0838
 TL0838                         *CURRENT SURVEY CONTROL
 TL0838  ___________________________________________________________________
 TL0838* NAD 83(1992)-  48 59 58.45643(N)    110 02 36.96445(W)     ADJUSTED  
 TL0838* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 TL0838  ___________________________________________________________________
 TL0838  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 TL0838  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 TL0838
 TL0838  HORZ ORDER  -  THIRD
 TL0838
 TL0838.The horizontal coordinates were established by classical geodetic methods
 TL0838.and adjusted by the National Geodetic Survey in July 1992..
 TL0838
 TL0838.The orthometric height was scaled from a topographic map.
 TL0838
 TL0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0838
 TL0838.The geoid height was determined by GEOID03.
 TL0838
 TL0838;                    North         East     Units Scale Factor Converg.
 TL0838;SPC MT       -   527,957.901   560,223.711   MT  0.99999974   -0 23 51.5
 TL0838;SPC MT       - 1,732,145.34  1,838,004.30   iFT  0.99999974   -0 23 51.5
 TL0838;UTM  12      - 5,427,848.765   569,953.572   MT  0.99966011   +0 43 18.6
 TL0838
 TL0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0838!SPC MT       -   0.99986878  x   0.99999974  =   0.99986852
 TL0838!UTM  12      -   0.99986878  x   0.99966011  =   0.99952893
 TL0838
 TL0838:                Primary Azimuth Mark                     Grid Az
 TL0838:SPC MT       -  BOUNDARY MON 391 CD US                   270 18 53.2
 TL0838:UTM  12      -  BOUNDARY MON 391 CD US                   269 11 43.1
 TL0838
 TL0838|---------------------------------------------------------------------|
 TL0838| PID    Reference Object                     Distance      Geod. Az  |
 TL0838|                                                           dddmmss.s |
 TL0838| TL0836 BOUNDARY MON 391 CD US              APPROX. 4.8 KM 2695501.7 |
 TL0838|---------------------------------------------------------------------|
 TL0838
 TL0838                          SUPERSEDED SURVEY CONTROL
 TL0838
 TL0838  NAD 83(1986)-  48 59 58.45988(N)    110 02 36.94918(W) AD(       ) 3
 TL0838
 TL0838.Superseded values are not recommended for survey control.
 TL0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0838.See file dsdata.txt to determine how the superseded data were derived.
 TL0838
 TL0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV6995427849(NAD 83)
 TL0838_MARKER: Z = SEE DESCRIPTION
 TL0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0838+STABILITY: SURFACE MOTION
 TL0838
 TL0838  HISTORY     - Date     Condition        Report By
 TL0838  HISTORY     - 1908     MONUMENTED       IBC
 TL0838  HISTORY     - 1975     GOOD             IBC
 TL0838
 TL0838                          STATION DESCRIPTION
 TL0838
 TL0838'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0838'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0838'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0838'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0838'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0838'
 TL0838'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0838'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0838'---OCTOBER 20, 1818---.
 TL0838'
 TL0838'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0838'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0838'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0838'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0838'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0838'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0838'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0838'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0838'
 TL0838'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0838'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0838'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0838'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0838'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0838'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0838'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0838'AND---CANADA---ON THE WEST SIDE.
 TL0838'
 TL0838'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0838'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0838'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0838'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0838'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0838
 TL0838                          STATION RECOVERY (1975)
 TL0838
 TL0838'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0839 ***********************************************************************
 TL0839  DESIGNATION -  BOUNDARY MON 394 CD US
 TL0839  PID         -  TL0839
 TL0839  STATE/COUNTY-  MT/HILL
 TL0839  USGS QUAD   -  WILD HORSE LAKE WEST (1972)
 TL0839
 TL0839                         *CURRENT SURVEY CONTROL
 TL0839  ___________________________________________________________________
 TL0839* NAD 83(1992)-  48 59 58.58824(N)    110 00 03.15247(W)     ADJUSTED  
 TL0839* NAVD 88     -       857.     (meters)    2812.     (feet)  SCALED    
 TL0839  ___________________________________________________________________
 TL0839  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 TL0839  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TL0839
 TL0839  HORZ ORDER  -  THIRD
 TL0839
 TL0839.The horizontal coordinates were established by classical geodetic methods
 TL0839.and adjusted by the National Geodetic Survey in July 1992..
 TL0839
 TL0839.The orthometric height was scaled from a topographic map.
 TL0839
 TL0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0839
 TL0839.The geoid height was determined by GEOID03.
 TL0839
 TL0839;                    North         East     Units Scale Factor Converg.
 TL0839;SPC MT       -   527,941.128   563,349.999   MT  0.99999976   -0 21 59.0
 TL0839;SPC MT       - 1,732,090.31  1,848,261.15   iFT  0.99999976   -0 21 59.0
 TL0839;UTM  12      - 5,427,893.087   573,078.538   MT  0.99966561   +0 45 14.7
 TL0839
 TL0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0839!SPC MT       -   0.99986831  x   0.99999976  =   0.99986807
 TL0839!UTM  12      -   0.99986831  x   0.99966561  =   0.99953396
 TL0839
 TL0839:                Primary Azimuth Mark                     Grid Az
 TL0839:SPC MT       -  BOUNDARY MON 393 CD US                   270 18 28.4
 TL0839:UTM  12      -  BOUNDARY MON 393 CD US                   269 11 14.7
 TL0839
 TL0839|---------------------------------------------------------------------|
 TL0839| PID    Reference Object                     Distance      Geod. Az  |
 TL0839|                                                           dddmmss.s |
 TL0839| TL0838 BOUNDARY MON 393 CD US              APPROX. 3.1 KM 2695629.4 |
 TL0839|---------------------------------------------------------------------|
 TL0839
 TL0839                          SUPERSEDED SURVEY CONTROL
 TL0839
 TL0839  NAD 83(1986)-  48 59 58.59083(N)    110 00 03.13705(W) AD(       ) 3
 TL0839
 TL0839.Superseded values are not recommended for survey control.
 TL0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0839.See file dsdata.txt to determine how the superseded data were derived.
 TL0839
 TL0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV7307927893(NAD 83)
 TL0839_MARKER: Z = SEE DESCRIPTION
 TL0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0839+STABILITY: SURFACE MOTION
 TL0839
 TL0839  HISTORY     - Date     Condition        Report By
 TL0839  HISTORY     - 1908     MONUMENTED       IBC
 TL0839  HISTORY     - 1975     GOOD             IBC
 TL0839
 TL0839                          STATION DESCRIPTION
 TL0839
 TL0839'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0839'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0839'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0839'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0839'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0839'
 TL0839'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0839'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0839'---OCTOBER 20, 1818---.
 TL0839'
 TL0839'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0839'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0839'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0839'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0839'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0839'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0839'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0839'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0839'
 TL0839'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0839'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0839'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0839'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0839'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0839'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0839'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0839'AND---CANADA---ON THE WEST SIDE.
 TL0839'
 TL0839'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0839'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0839'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0839'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0839'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0839
 TL0839                          STATION RECOVERY (1975)
 TL0839
 TL0839'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0609 ***********************************************************************
 TK0609  DESIGNATION -  BOUNDARY MON 395 CD US
 TK0609  PID         -  TK0609
 TK0609  STATE/COUNTY-  MT/HILL
 TK0609  USGS QUAD   -  WILD HORSE LAKE EAST (1972)
 TK0609
 TK0609                         *CURRENT SURVEY CONTROL
 TK0609  ___________________________________________________________________
 TK0609* NAD 83(1992)-  48 59 58.66014(N)    109 58 39.77365(W)     ADJUSTED  
 TK0609* NAVD 88     -       857.     (meters)    2812.     (feet)  SCALED    
 TK0609  ___________________________________________________________________
 TK0609  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 TK0609  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0609
 TK0609  HORZ ORDER  -  THIRD
 TK0609
 TK0609.The horizontal coordinates were established by classical geodetic methods
 TK0609.and adjusted by the National Geodetic Survey in July 1992..
 TK0609
 TK0609.The orthometric height was scaled from a topographic map.
 TK0609
 TK0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0609
 TK0609.The geoid height was determined by GEOID03.
 TK0609
 TK0609;                    North         East     Units Scale Factor Converg.
 TK0609;SPC MT       -   527,932.762   565,044.708   MT  0.99999977   -0 20 58.0
 TK0609;SPC MT       - 1,732,062.87  1,853,821.22   iFT  0.99999977   -0 20 58.0
 TK0609;UTM  12      - 5,427,917.862   574,772.523   MT  0.99966868   +0 46 17.6
 TK0609
 TK0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0609!SPC MT       -   0.99986831  x   0.99999977  =   0.99986808
 TK0609!UTM  12      -   0.99986831  x   0.99966868  =   0.99953703
 TK0609
 TK0609:                Primary Azimuth Mark                     Grid Az
 TK0609:SPC MT       -  BOUNDARY MON 394 CD US                   270 16 59.1
 TK0609:UTM  12      -  BOUNDARY MON 394 CD US                   269 09 43.5
 TK0609
 TK0609|---------------------------------------------------------------------|
 TK0609| PID    Reference Object                     Distance      Geod. Az  |
 TK0609|                                                           dddmmss.s |
 TK0609| TL0839 BOUNDARY MON 394 CD US              APPROX. 1.7 KM 2695601.1 |
 TK0609|---------------------------------------------------------------------|
 TK0609
 TK0609                          SUPERSEDED SURVEY CONTROL
 TK0609
 TK0609  NAD 83(1986)-  48 59 58.66208(N)    109 58 39.75810(W) AD(       ) 3
 TK0609
 TK0609.Superseded values are not recommended for survey control.
 TK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0609.See file dsdata.txt to determine how the superseded data were derived.
 TK0609
 TK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV7477327918(NAD 83)
 TK0609_MARKER: Z = SEE DESCRIPTION
 TK0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0609+STABILITY: SURFACE MOTION
 TK0609
 TK0609  HISTORY     - Date     Condition        Report By
 TK0609  HISTORY     - 1908     MONUMENTED       IBC
 TK0609  HISTORY     - 1975     GOOD             IBC
 TK0609
 TK0609                          STATION DESCRIPTION
 TK0609
 TK0609'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TK0609'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0609'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0609'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0609'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0609'
 TK0609'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0609'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0609'---OCTOBER 20, 1818---.
 TK0609'
 TK0609'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0609'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0609'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0609'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0609'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0609'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0609'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0609'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0609'
 TK0609'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0609'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0609'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0609'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0609'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0609'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0609'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0609'AND---CANADA---ON THE WEST SIDE.
 TK0609'
 TK0609'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0609'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0609'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0609'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0609'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0609
 TK0609                          STATION RECOVERY (1975)
 TK0609
 TK0609'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0610 ***********************************************************************
 TK0610  DESIGNATION -  BOUNDARY MON 396 CD US
 TK0610  PID         -  TK0610
 TK0610  STATE/COUNTY-  MT/HILL
 TK0610  USGS QUAD   -  WILD HORSE LAKE EAST (1972)
 TK0610
 TK0610                         *CURRENT SURVEY CONTROL
 TK0610  ___________________________________________________________________
 TK0610* NAD 83(1992)-  48 59 58.84823(N)    109 56 35.60902(W)     ADJUSTED  
 TK0610* NAVD 88     -       865.     (meters)    2838.     (feet)  SCALED    
 TK0610  ___________________________________________________________________
 TK0610  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 TK0610  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0610
 TK0610  HORZ ORDER  -  THIRD
 TK0610
 TK0610.The horizontal coordinates were established by classical geodetic methods
 TK0610.and adjusted by the National Geodetic Survey in July 1992..
 TK0610
 TK0610.The orthometric height was scaled from a topographic map.
 TK0610
 TK0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0610
 TK0610.The geoid height was determined by GEOID03.
 TK0610
 TK0610;                    North         East     Units Scale Factor Converg.
 TK0610;SPC MT       -   527,923.736   567,568.424   MT  0.99999980   -0 19 27.2
 TK0610;SPC MT       - 1,732,033.25  1,862,101.13   iFT  0.99999980   -0 19 27.2
 TK0610;UTM  12      - 5,427,958.216   577,295.102   MT  0.99967339   +0 47 51.3
 TK0610
 TK0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0610!SPC MT       -   0.99986705  x   0.99999980  =   0.99986685
 TK0610!UTM  12      -   0.99986705  x   0.99967339  =   0.99954049
 TK0610
 TK0610:                Primary Azimuth Mark                     Grid Az
 TK0610:SPC MT       -  BOUNDARY MON 395 CD US                   270 12 19.2
 TK0610:UTM  12      -  BOUNDARY MON 395 CD US                   269 05 00.7
 TK0610
 TK0610|---------------------------------------------------------------------|
 TK0610| PID    Reference Object                     Distance      Geod. Az  |
 TK0610|                                                           dddmmss.s |
 TK0610| TK0609 BOUNDARY MON 395 CD US              APPROX. 2.5 KM 2695252.0 |
 TK0610|---------------------------------------------------------------------|
 TK0610
 TK0610                          SUPERSEDED SURVEY CONTROL
 TK0610
 TK0610  NAD 83(1986)-  48 59 58.84903(N)    109 56 35.59332(W) AD(       ) 3
 TK0610
 TK0610.Superseded values are not recommended for survey control.
 TK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0610.See file dsdata.txt to determine how the superseded data were derived.
 TK0610
 TK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV7729527958(NAD 83)
 TK0610_MARKER: Z = SEE DESCRIPTION
 TK0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0610+STABILITY: SURFACE MOTION
 TK0610
 TK0610  HISTORY     - Date     Condition        Report By
 TK0610  HISTORY     - 1908     MONUMENTED       IBC
 TK0610  HISTORY     - 1975     GOOD             IBC
 TK0610
 TK0610                          STATION DESCRIPTION
 TK0610
 TK0610'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TK0610'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0610'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0610'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0610'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0610'
 TK0610'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0610'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0610'---OCTOBER 20, 1818---.
 TK0610'
 TK0610'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0610'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0610'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0610'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0610'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0610'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0610'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0610'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0610'
 TK0610'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0610'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0610'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0610'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0610'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0610'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0610'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0610'AND---CANADA---ON THE WEST SIDE.
 TK0610'
 TK0610'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0610'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0610'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0610'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0610'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0610
 TK0610                          STATION RECOVERY (1975)
 TK0610
 TK0610'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0611 ***********************************************************************
 TK0611  DESIGNATION -  BOUNDARY MON 397 CD US
 TK0611  PID         -  TK0611
 TK0611  STATE/COUNTY-  MT/HILL
 TK0611  USGS QUAD   -  WILD HORSE LAKE EAST (1972)
 TK0611
 TK0611                         *CURRENT SURVEY CONTROL
 TK0611  ___________________________________________________________________
 TK0611* NAD 83(1992)-  48 59 59.02294(N)    109 54 42.64686(W)     ADJUSTED  
 TK0611* NAVD 88     -       858.     (meters)    2815.     (feet)  SCALED    
 TK0611  ___________________________________________________________________
 TK0611  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TK0611  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0611
 TK0611  HORZ ORDER  -  THIRD
 TK0611
 TK0611.The horizontal coordinates were established by classical geodetic methods
 TK0611.and adjusted by the National Geodetic Survey in July 1992..
 TK0611
 TK0611.The orthometric height was scaled from a topographic map.
 TK0611
 TK0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0611
 TK0611.The geoid height was determined by GEOID03.
 TK0611
 TK0611;                    North         East     Units Scale Factor Converg.
 TK0611;SPC MT       -   527,916.600   569,864.444   MT  0.99999983   -0 18 04.6
 TK0611;SPC MT       - 1,732,009.84  1,869,634.00   iFT  0.99999983   -0 18 04.6
 TK0611;UTM  12      - 5,427,996.036   579,590.077   MT  0.99967782   +0 49 16.6
 TK0611
 TK0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0611!SPC MT       -   0.99986815  x   0.99999983  =   0.99986798
 TK0611!UTM  12      -   0.99986815  x   0.99967782  =   0.99954601
 TK0611
 TK0611:                Primary Azimuth Mark                     Grid Az
 TK0611:SPC MT       -  BOUNDARY MON 396 CD US                   270 10 42.4
 TK0611:UTM  12      -  BOUNDARY MON 396 CD US                   269 03 21.2
 TK0611
 TK0611|---------------------------------------------------------------------|
 TK0611| PID    Reference Object                     Distance      Geod. Az  |
 TK0611|                                                           dddmmss.s |
 TK0611| TK0610 BOUNDARY MON 396 CD US              APPROX. 2.3 KM 2695237.8 |
 TK0611|---------------------------------------------------------------------|
 TK0611
 TK0611                          SUPERSEDED SURVEY CONTROL
 TK0611
 TK0611  NAD 83(1986)-  48 59 59.02272(N)    109 54 42.63103(W) AD(       ) 3
 TK0611
 TK0611.Superseded values are not recommended for survey control.
 TK0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0611.See file dsdata.txt to determine how the superseded data were derived.
 TK0611
 TK0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV7959027996(NAD 83)
 TK0611_MARKER: Z = SEE DESCRIPTION
 TK0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0611+STABILITY: SURFACE MOTION
 TK0611
 TK0611  HISTORY     - Date     Condition        Report By
 TK0611  HISTORY     - 1908     MONUMENTED       IBC
 TK0611  HISTORY     - 1975     GOOD             IBC
 TK0611
 TK0611                          STATION DESCRIPTION
 TK0611
 TK0611'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TK0611'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0611'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0611'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0611'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0611'
 TK0611'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0611'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0611'---OCTOBER 20, 1818---.
 TK0611'
 TK0611'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0611'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0611'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0611'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0611'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0611'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0611'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0611'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0611'
 TK0611'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0611'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0611'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0611'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0611'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0611'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0611'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0611'AND---CANADA---ON THE WEST SIDE.
 TK0611'
 TK0611'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0611'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0611'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0611'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0611'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0611
 TK0611                          STATION RECOVERY (1975)
 TK0611
 TK0611'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0586 ***********************************************************************
 TK0586  DESIGNATION -  BOUNDARY MON 398 CD US
 TK0586  PID         -  TK0586
 TK0586  STATE/COUNTY-  MT/HILL
 TK0586  USGS QUAD   -  WILD HORSE LAKE EAST (1972)
 TK0586
 TK0586                         *CURRENT SURVEY CONTROL
 TK0586  ___________________________________________________________________
 TK0586* NAD 83(1992)-  48 59 59.15989(N)    109 53 01.96516(W)     ADJUSTED  
 TK0586* NAVD 88     -       866.7    (meters)    2843.     (feet)  VERTCON   
 TK0586  ___________________________________________________________________
 TK0586  X           -  -1,426,106.377 (meters)                     COMP
 TK0586  Y           -  -3,943,041.356 (meters)                     COMP
 TK0586  Z           -   4,791,183.690 (meters)                     COMP
 TK0586  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 TK0586  ELLIP HEIGHT-         850.62  (meters)          (07/28/92) GPS OBS
 TK0586  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0586
 TK0586  HORZ ORDER  -  FIRST
 TK0586  ELLP ORDER  -  FIFTH     CLASS I
 TK0586
 TK0586.The horizontal coordinates were established by GPS observations
 TK0586.and adjusted by the National Geodetic Survey in July 1992..
 TK0586
 TK0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0586
 TK0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0586
 TK0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0586
 TK0586.The ellipsoidal height was determined by GPS observations
 TK0586.and is referenced to NAD 83.
 TK0586
 TK0586.The geoid height was determined by GEOID03.
 TK0586
 TK0586;                    North         East     Units Scale Factor Converg.
 TK0586;SPC MT       -   527,910.436   571,910.855   MT  0.99999986   -0 16 50.9
 TK0586;SPC MT       - 1,731,989.62  1,876,347.95   iFT  0.99999986   -0 16 50.9
 TK0586;UTM  12      - 5,428,029.964   581,635.561   MT  0.99968187   +0 50 32.6
 TK0586
 TK0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0586!SPC MT       -   0.99986671  x   0.99999986  =   0.99986657
 TK0586!UTM  12      -   0.99986671  x   0.99968187  =   0.99954863
 TK0586
 TK0586:                Primary Azimuth Mark                     Grid Az
 TK0586:SPC MT       -  BOUNDARY MON 397 CD US                   270 10 22.5
 TK0586:UTM  12      -  BOUNDARY MON 397 CD US                   269 02 59.0
 TK0586
 TK0586|---------------------------------------------------------------------|
 TK0586| PID    Reference Object                     Distance      Geod. Az  |
 TK0586|                                                           dddmmss.s |
 TK0586| TK0611 BOUNDARY MON 397 CD US              APPROX. 2.0 KM 2695331.6 |
 TK0586|---------------------------------------------------------------------|
 TK0586
 TK0586                          SUPERSEDED SURVEY CONTROL
 TK0586
 TK0586  NAD 83(1986)-  48 59 59.15890(N)    109 53 01.94919(W) AD(       ) 1
 TK0586  NGVD 29 (08/25/89)  865.8    (m)         2841.     (f) GPS OBS        
 TK0586
 TK0586.Superseded values are not recommended for survey control.
 TK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0586.See file dsdata.txt to determine how the superseded data were derived.
 TK0586
 TK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV8163628030(NAD 83)
 TK0586_MARKER: DU = BOUNDARY MARKER
 TK0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TK0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0586+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988
 TK0586
 TK0586  HISTORY     - Date     Condition        Report By
 TK0586  HISTORY     - 1908     MONUMENTED       IBC
 TK0586  HISTORY     - 1908     GOOD             IBC
 TK0586  HISTORY     - 1975     GOOD             IBC
 TK0586  HISTORY     - 19880808 SEE DESCRIPTION  NGS
 TK0586
 TK0586                          STATION DESCRIPTION
 TK0586
 TK0586'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TK0586'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0586'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0586'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0586'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0586'
 TK0586'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0586'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0586'---OCTOBER 20, 1818---.
 TK0586'
 TK0586'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0586'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0586'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0586'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0586'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0586'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0586'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0586'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0586'
 TK0586'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0586'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0586'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0586'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0586'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0586'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0586'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0586'AND---CANADA---ON THE WEST SIDE.
 TK0586'
 TK0586'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0586'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0586'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0586'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0586'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0586
 TK0586                          STATION RECOVERY (1908)
 TK0586
 TK0586'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1908
 TK0586'RECOVERED IN GOOD CONDITION.
 TK0586
 TK0586                          STATION RECOVERY (1975)
 TK0586
 TK0586'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0586'RECOVERED IN GOOD CONDITION.
 TK0586
 TK0586                          STATION RECOVERY (1988)
 TK0586
 TK0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TK0586'THE MONUMENT IS LOCATED ABOUT 54.3 KM (33.75 MI) NORTH-NORTHWEST OF
 TK0586'HAVRE AND ABOUT 11.3 KM (7.00 MI) WEST OF THE WILLOW CREEK, MONTANA -
 TK0586'WILLOW CREEK, SASKATCHEWAN BORDER CROSSING.
 TK0586'TO REACH THE MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY
 TK0586'HIGHWAY 232 IN HAVRE, GO NORTH ON COUNTY HIGHWAY 232 FOR 39.3 KM
 TK0586'(24.40 MI) TO A GRAVEL SIDE ROAD RIGHT AND SIGN READING -RADAR SITE-.
 TK0586'BEAR RIGHT AND CONTINUE NORTH ON THE GRAVEL ROAD FOR 9.6 KM (5.95 MI)
 TK0586'.  TURN RIGHT AND GO EAST FOR 3.2 KM (2.00 MI) TO A SIDE ROAD LEFT.
 TK0586'TURN LEFT AND GO NORTH FOR 1.6 KM (1.00 MI).  TURN RIGHT AND GO EAST
 TK0586'FOR 4.8 KM (3.00 MI).  TURN LEFT AND GO NORTH FOR 1.6 KM (1.00 MI).
 TK0586'TURN RIGHT AND GO EAST FOR 0.88 KM (0.55 MI) TO A SIDE ROAD LEFT.
 TK0586'TURN LEFT AND GO NORTH FOR 3.2 KM (2.00 MI).  TURN LEFT AND GO WEST
 TK0586'FOR 3.3 KM (2.05 MI) TO SEVERAL GRAIN STORAGE BINS AND A TRACK ROAD
 TK0586'LEFT.  TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 2.3 KM (1.45 MI)
 TK0586'TO A NORTH-SOUTH FENCE AND GATE ON THE RIGHT.  TURN RIGHT, PASSING
 TK0586'THROUGH THE GATE, THEN TURN LEFT AND GO IN A NORTHERLY DIRECTION,
 TK0586'ACROSS CREEDMAN COULEE AND OPEN PRAIRIE, FOR 0.7 KM (0.45 MI) TO THE
 TK0586'MONUMENT.
 TK0586'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.5 KM
 TK0586'(0.95 MI) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE.
 TK0586'INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF
 TK0586'1818-- ON THE EAST SIDE, --TREATY OF 1908-- ON THE WEST SIDE,
 TK0586'--UNITED STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.
 TK0586'THE NUMBER --398-- IS DRILLED NEAR THE TOP OF THE EAST SIDE OF THE
 TK0586'OBELISK.
 TK0586'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 4 CM TO THE WEST AND
 TK0586'ABOUT 4 CM TO THE SOUTH.
 TK0586'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 3.5 CM NORTH AND 3.5 CM EAST
 TK0586'OF THE CENTER OF THE APEX AND ON THE EAST FACE OF THE TOP OF THE
 TK0586'OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY
 TK0586'WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK WILL BE
 TK0586'REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH
 TK0586'MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TK0586'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0612 ***********************************************************************
 TK0612  DESIGNATION -  BOUNDARY MON 399 CD US
 TK0612  PID         -  TK0612
 TK0612  STATE/COUNTY-  MT/HILL
 TK0612  USGS QUAD   -  CREEDMAN COULEE WEST (1972)
 TK0612
 TK0612                         *CURRENT SURVEY CONTROL
 TK0612  ___________________________________________________________________
 TK0612* NAD 83(1992)-  48 59 59.33880(N)    109 50 45.08843(W)     ADJUSTED  
 TK0612* NAVD 88     -       864.     (meters)    2835.     (feet)  SCALED    
 TK0612  ___________________________________________________________________
 TK0612  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 TK0612  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TK0612
 TK0612  HORZ ORDER  -  THIRD
 TK0612
 TK0612.The horizontal coordinates were established by classical geodetic methods
 TK0612.and adjusted by the National Geodetic Survey in July 1992..
 TK0612
 TK0612.The orthometric height was scaled from a topographic map.
 TK0612
 TK0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0612
 TK0612.The geoid height was determined by GEOID03.
 TK0612
 TK0612;                    North         East     Units Scale Factor Converg.
 TK0612;SPC MT       -   527,903.003   574,692.949   MT  0.99999989   -0 15 10.8
 TK0612;SPC MT       - 1,731,965.23  1,885,475.55   iFT  0.99999989   -0 15 10.8
 TK0612;UTM  12      - 5,428,077.075   584,416.390   MT  0.99968754   +0 52 15.9
 TK0612
 TK0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0612!SPC MT       -   0.99986721  x   0.99999989  =   0.99986710
 TK0612!UTM  12      -   0.99986721  x   0.99968754  =   0.99955479
 TK0612
 TK0612:                Primary Azimuth Mark                     Grid Az
 TK0612:SPC MT       -  BOUNDARY MON 398 CD US                   270 09 12.7
 TK0612:UTM  12      -  BOUNDARY MON 398 CD US                   269 01 46.0
 TK0612
 TK0612|---------------------------------------------------------------------|
 TK0612| PID    Reference Object                     Distance      Geod. Az  |
 TK0612|                                                           dddmmss.s |
 TK0612| TK0586 BOUNDARY MON 398 CD US              APPROX. 2.8 KM 2695401.9 |
 TK0612|---------------------------------------------------------------------|
 TK0612
 TK0612                          SUPERSEDED SURVEY CONTROL
 TK0612
 TK0612  NAD 83(1986)-  48 59 59.33710(N)    109 50 45.07252(W) AD(       ) 3
 TK0612
 TK0612.Superseded values are not recommended for survey control.
 TK0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0612.See file dsdata.txt to determine how the superseded data were derived.
 TK0612
 TK0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV8441628077(NAD 83)
 TK0612_MARKER: Z = SEE DESCRIPTION
 TK0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0612+STABILITY: SURFACE MOTION
 TK0612
 TK0612  HISTORY     - Date     Condition        Report By
 TK0612  HISTORY     - 1908     MONUMENTED       IBC
 TK0612  HISTORY     - 1975     GOOD             IBC
 TK0612
 TK0612                          STATION DESCRIPTION
 TK0612
 TK0612'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TK0612'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0612'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0612'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0612'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0612'
 TK0612'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0612'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0612'---OCTOBER 20, 1818---.
 TK0612'
 TK0612'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0612'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0612'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0612'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0612'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0612'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0612'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0612'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0612'
 TK0612'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0612'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0612'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0612'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0612'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0612'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0612'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0612'AND---CANADA---ON THE WEST SIDE.
 TK0612'
 TK0612'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0612'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0612'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0612'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0612'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0612
 TK0612                          STATION RECOVERY (1975)
 TK0612
 TK0612'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0613 ***********************************************************************
 TK0613  DESIGNATION -  BOUNDARY MON 400 CD US
 TK0613  PID         -  TK0613
 TK0613  STATE/COUNTY-  MT/HILL
 TK0613  USGS QUAD   -  CREEDMAN COULEE WEST (1972)
 TK0613
 TK0613                         *CURRENT SURVEY CONTROL
 TK0613  ___________________________________________________________________
 TK0613* NAD 83(1992)-  48 59 59.52011(N)    109 48 30.10086(W)     ADJUSTED  
 TK0613* NAVD 88     -       877.     (meters)    2877.     (feet)  SCALED    
 TK0613  ___________________________________________________________________
 TK0613  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 TK0613  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TK0613
 TK0613  HORZ ORDER  -  THIRD
 TK0613
 TK0613.The horizontal coordinates were established by classical geodetic methods
 TK0613.and adjusted by the National Geodetic Survey in July 1992..
 TK0613
 TK0613.The orthometric height was scaled from a topographic map.
 TK0613
 TK0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0613
 TK0613.The geoid height was determined by GEOID03.
 TK0613
 TK0613;                    North         East     Units Scale Factor Converg.
 TK0613;SPC MT       -   527,897.145   577,436.647   MT  0.99999992   -0 13 32.0
 TK0613;SPC MT       - 1,731,946.01  1,894,477.19   iFT  0.99999992   -0 13 32.0
 TK0613;UTM  12      - 5,428,125.050   587,158.825   MT  0.99969332   +0 53 57.8
 TK0613
 TK0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0613!SPC MT       -   0.99986518  x   0.99999992  =   0.99986510
 TK0613!UTM  12      -   0.99986518  x   0.99969332  =   0.99955854
 TK0613
 TK0613:                Primary Azimuth Mark                     Grid Az
 TK0613:SPC MT       -  BOUNDARY MON 399 CD US                   270 07 21.9
 TK0613:UTM  12      -  BOUNDARY MON 399 CD US                   268 59 52.1
 TK0613
 TK0613|---------------------------------------------------------------------|
 TK0613| PID    Reference Object                     Distance      Geod. Az  |
 TK0613|                                                           dddmmss.s |
 TK0613| TK0612 BOUNDARY MON 399 CD US              APPROX. 2.7 KM 2695349.9 |
 TK0613|---------------------------------------------------------------------|
 TK0613
 TK0613                          SUPERSEDED SURVEY CONTROL
 TK0613
 TK0613  NAD 83(1986)-  48 59 59.51824(N)    109 48 30.08501(W) AD(       ) 3
 TK0613
 TK0613.Superseded values are not recommended for survey control.
 TK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0613.See file dsdata.txt to determine how the superseded data were derived.
 TK0613
 TK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV8715928125(NAD 83)
 TK0613_MARKER: Z = SEE DESCRIPTION
 TK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0613+STABILITY: SURFACE MOTION
 TK0613
 TK0613  HISTORY     - Date     Condition        Report By
 TK0613  HISTORY     - 1908     MONUMENTED       IBC
 TK0613  HISTORY     - 1975     GOOD             IBC
 TK0613
 TK0613                          STATION DESCRIPTION
 TK0613
 TK0613'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TK0613'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0613'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0613'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0613'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0613'
 TK0613'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0613'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0613'---OCTOBER 20, 1818---.
 TK0613'
 TK0613'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0613'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0613'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0613'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0613'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0613'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0613'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0613'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0613'
 TK0613'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0613'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0613'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0613'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0613'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0613'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0613'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0613'AND---CANADA---ON THE WEST SIDE.
 TK0613'
 TK0613'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0613'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0613'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0613'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0613'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0613
 TK0613                          STATION RECOVERY (1975)
 TK0613
 TK0613'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0614 ***********************************************************************
 TK0614  DESIGNATION -  BOUNDARY MON 401 CD US
 TK0614  PID         -  TK0614
 TK0614  STATE/COUNTY-  MT/HILL
 TK0614  USGS QUAD   -  CREEDMAN COULEE WEST (1972)
 TK0614
 TK0614                         *CURRENT SURVEY CONTROL
 TK0614  ___________________________________________________________________
 TK0614* NAD 83(1992)-  48 59 59.65444(N)    109 46 48.15534(W)     ADJUSTED  
 TK0614* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 TK0614  ___________________________________________________________________
 TK0614  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TK0614  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 TK0614
 TK0614  HORZ ORDER  -  THIRD
 TK0614
 TK0614.The horizontal coordinates were established by classical geodetic methods
 TK0614.and adjusted by the National Geodetic Survey in July 1992..
 TK0614
 TK0614.The orthometric height was scaled from a topographic map.
 TK0614
 TK0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0614
 TK0614.The geoid height was determined by GEOID03.
 TK0614
 TK0614;                    North         East     Units Scale Factor Converg.
 TK0614;SPC MT       -   527,893.512   579,508.746   MT  0.99999994   -0 12 17.5
 TK0614;SPC MT       - 1,731,934.09  1,901,275.41   iFT  0.99999994   -0 12 17.5
 TK0614;UTM  12      - 5,428,162.099   589,229.965   MT  0.99969781   +0 55 14.8
 TK0614
 TK0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0614!SPC MT       -   0.99986768  x   0.99999994  =   0.99986762
 TK0614!UTM  12      -   0.99986768  x   0.99969781  =   0.99956553
 TK0614
 TK0614:                Primary Azimuth Mark                     Grid Az
 TK0614:SPC MT       -  BOUNDARY MON 400 CD US                   270 06 02.9
 TK0614:UTM  12      -  BOUNDARY MON 400 CD US                   268 58 30.6
 TK0614
 TK0614|---------------------------------------------------------------------|
 TK0614| PID    Reference Object                     Distance      Geod. Az  |
 TK0614|                                                           dddmmss.s |
 TK0614| TK0613 BOUNDARY MON 400 CD US              APPROX. 2.1 KM 2695345.4 |
 TK0614|---------------------------------------------------------------------|
 TK0614
 TK0614                          SUPERSEDED SURVEY CONTROL
 TK0614
 TK0614  NAD 83(1986)-  48 59 59.65258(N)    109 46 48.13956(W) AD(       ) 3
 TK0614
 TK0614.Superseded values are not recommended for survey control.
 TK0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0614.See file dsdata.txt to determine how the superseded data were derived.
 TK0614
 TK0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV8923028162(NAD 83)
 TK0614_MARKER: Z = SEE DESCRIPTION
 TK0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0614+STABILITY: SURFACE MOTION
 TK0614
 TK0614  HISTORY     - Date     Condition        Report By
 TK0614  HISTORY     - 1908     MONUMENTED       IBC
 TK0614  HISTORY     - 1975     GOOD             IBC
 TK0614
 TK0614                          STATION DESCRIPTION
 TK0614
 TK0614'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TK0614'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0614'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0614'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0614'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0614'
 TK0614'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0614'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0614'---OCTOBER 20, 1818---.
 TK0614'
 TK0614'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0614'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0614'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0614'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0614'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0614'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0614'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0614'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0614'
 TK0614'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0614'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0614'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0614'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0614'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0614'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0614'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0614'AND---CANADA---ON THE WEST SIDE.
 TK0614'
 TK0614'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0614'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0614'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0614'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0614'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0614
 TK0614                          STATION RECOVERY (1975)
 TK0614
 TK0614'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0616 ***********************************************************************
 TK0616  DESIGNATION -  BOUNDARY MON 402 A
 TK0616  PID         -  TK0616
 TK0616  STATE/COUNTY-  MT/HILL
 TK0616  USGS QUAD   -  CREEDMAN COULEE EAST (1972)
 TK0616
 TK0616                         *CURRENT SURVEY CONTROL
 TK0616  ___________________________________________________________________
 TK0616* NAD 83(1992)-  48 59 59.88238(N)    109 43 54.09838(W)     ADJUSTED  
 TK0616* NAVD 88     -       847.     (meters)    2779.     (feet)  SCALED    
 TK0616  ___________________________________________________________________
 TK0616  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 TK0616  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TK0616
 TK0616  HORZ ORDER  -  THIRD
 TK0616
 TK0616.The horizontal coordinates were established by classical geodetic methods
 TK0616.and adjusted by the National Geodetic Survey in July 1992..
 TK0616
 TK0616.The orthometric height was scaled from a topographic map.
 TK0616
 TK0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0616
 TK0616.The geoid height was determined by GEOID03.
 TK0616
 TK0616;                    North         East     Units Scale Factor Converg.
 TK0616;SPC MT       -   527,888.996   583,046.549   MT  0.99999998   -0 10 10.1
 TK0616;SPC MT       - 1,731,919.28  1,912,882.38   iFT  0.99999998   -0 10 10.1
 TK0616;UTM  12      - 5,428,227.099   592,766.118   MT  0.99970572   +0 57 26.2
 TK0616
 TK0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0616!SPC MT       -   0.99986988  x   0.99999998  =   0.99986986
 TK0616!UTM  12      -   0.99986988  x   0.99970572  =   0.99957564
 TK0616
 TK0616|---------------------------------------------------------------------|
 TK0616| PID    Reference Object                     Distance      Geod. Az  |
 TK0616|                                                           dddmmss.s |
 TK0616| TK0617 BOUNDARY MON 402 B                   25.297 METERS 08953     |
 TK0616| TK0615 BOUNDARY MON 402 CD US              APPROX. 1.8 KM 2695324.9 |
 TK0616|---------------------------------------------------------------------|
 TK0616
 TK0616                          SUPERSEDED SURVEY CONTROL
 TK0616
 TK0616  NAD 83(1986)-  48 59 59.88039(N)    109 43 54.08265(W) AD(       ) 3
 TK0616
 TK0616.Superseded values are not recommended for survey control.
 TK0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0616.See file dsdata.txt to determine how the superseded data were derived.
 TK0616
 TK0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV9276628227(NAD 83)
 TK0616_MARKER: U = CONCRETE POST
 TK0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0616+STABILITY: SURFACE MOTION
 TK0616
 TK0616  HISTORY     - Date     Condition        Report By
 TK0616  HISTORY     - 1945     MONUMENTED       IBC
 TK0616  HISTORY     - 1965     GOOD             IBC
 TK0616  HISTORY     - 1971     GOOD             IBC
 TK0616  HISTORY     - 1975     GOOD             IBC
 TK0616
 TK0616                          STATION DESCRIPTION
 TK0616
 TK0616'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TK0616'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TK0616'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TK0616'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TK0616'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TK0616'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TK0616'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TK0616'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TK0616'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TK0616'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TK0616'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TK0616'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TK0616'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TK0616'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TK0616'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TK0616'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TK0616'CONCRETE.
 TK0616'
 TK0616'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TK0616'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TK0616'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TK0616'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TK0616'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TK0616'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TK0616'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TK0616'402 AND 403, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TK0616'CROSSING OF THE HIGHWAY BETWEEN HAVRE, MONTANA, AND WILLOW CREEK,
 TK0616'SASKATCHEWAN.  THIS HIGHWAY IS DESIGNATED SASKATCHEWAN NO 48 NORTH
 TK0616'OF THE BOUNDARY.
 TK0616
 TK0616                          STATION RECOVERY (1965)
 TK0616
 TK0616'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TK0616'RECOVERED IN GOOD CONDITION.
 TK0616
 TK0616                          STATION RECOVERY (1971)
 TK0616
 TK0616'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TK0616'RECOVERED IN GOOD CONDITION.
 TK0616
 TK0616                          STATION RECOVERY (1975)
 TK0616
 TK0616'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0617 ***********************************************************************
 TK0617  DESIGNATION -  BOUNDARY MON 402 B
 TK0617  PID         -  TK0617
 TK0617  STATE/COUNTY-  MT/HILL
 TK0617  USGS QUAD   -  CREEDMAN COULEE EAST (1972)
 TK0617
 TK0617                         *CURRENT SURVEY CONTROL
 TK0617  ___________________________________________________________________
 TK0617* NAD 83(1992)-  48 59 59.88393(N)    109 43 52.85380(W)     ADJUSTED  
 TK0617* NAVD 88     -       847.     (meters)    2779.     (feet)  SCALED    
 TK0617  ___________________________________________________________________
 TK0617  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 TK0617  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TK0617
 TK0617  HORZ ORDER  -  THIRD
 TK0617
 TK0617.The horizontal coordinates were established by classical geodetic methods
 TK0617.and adjusted by the National Geodetic Survey in July 1992..
 TK0617
 TK0617.The orthometric height was scaled from a topographic map.
 TK0617
 TK0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0617
 TK0617.The geoid height was determined by GEOID03.
 TK0617
 TK0617;                    North         East     Units Scale Factor Converg.
 TK0617;SPC MT       -   527,888.969   583,071.846   MT  0.99999998   -0 10 09.2
 TK0617;SPC MT       - 1,731,919.19  1,912,965.37   iFT  0.99999998   -0 10 09.2
 TK0617;UTM  12      - 5,428,227.569   592,791.403   MT  0.99970577   +0 57 27.1
 TK0617
 TK0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0617!SPC MT       -   0.99986988  x   0.99999998  =   0.99986986
 TK0617!UTM  12      -   0.99986988  x   0.99970577  =   0.99957569
 TK0617
 TK0617:                Primary Azimuth Mark                     Grid Az
 TK0617:SPC MT       -  BOUNDARY MON 403 CD US                   090 03 44.6
 TK0617:UTM  12      -  BOUNDARY MON 403 CD US                   088 56 08.3
 TK0617
 TK0617|---------------------------------------------------------------------|
 TK0617| PID    Reference Object                     Distance      Geod. Az  |
 TK0617|                                                           dddmmss.s |
 TK0617| TK0618 BOUNDARY MON 403 CD US              APPROX. 1.3 KM 0895335.4 |
 TK0617| TK0616 BOUNDARY MON 402 A                   25.297 METERS 26954     |
 TK0617|---------------------------------------------------------------------|
 TK0617
 TK0617                          SUPERSEDED SURVEY CONTROL
 TK0617
 TK0617  NAD 83(1986)-  48 59 59.88193(N)    109 43 52.83808(W) AD(       ) 3
 TK0617
 TK0617.Superseded values are not recommended for survey control.
 TK0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0617.See file dsdata.txt to determine how the superseded data were derived.
 TK0617
 TK0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV9279128228(NAD 83)
 TK0617_MARKER: U = CONCRETE POST
 TK0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0617+STABILITY: SURFACE MOTION
 TK0617
 TK0617  HISTORY     - Date     Condition        Report By
 TK0617  HISTORY     - 1945     MONUMENTED       IBC
 TK0617  HISTORY     - 1965     GOOD             IBC
 TK0617  HISTORY     - 1971     GOOD             IBC
 TK0617  HISTORY     - 1975     GOOD             IBC
 TK0617
 TK0617                          STATION DESCRIPTION
 TK0617
 TK0617'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TK0617'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TK0617'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TK0617'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TK0617'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TK0617'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TK0617'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TK0617'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TK0617'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TK0617'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TK0617'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TK0617'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TK0617'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TK0617'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TK0617'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TK0617'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TK0617'CONCRETE.
 TK0617'
 TK0617'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TK0617'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TK0617'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TK0617'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TK0617'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TK0617'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TK0617'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TK0617'402 AND 403, ON THE EAST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TK0617'CROSSING OF THE HIGHWAY BETWEEN HAVRE, MONTANA, AND WILLOW CREEK,
 TK0617'SASKATCHEWAN.  THIS HIGHWAY IS DESIGNATED SASKATCHEWAN NO 48 NORTH
 TK0617'OF THE BOUNDARY.
 TK0617
 TK0617                          STATION RECOVERY (1965)
 TK0617
 TK0617'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TK0617'RECOVERED IN GOOD CONDITION.
 TK0617
 TK0617                          STATION RECOVERY (1971)
 TK0617
 TK0617'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TK0617'RECOVERED IN GOOD CONDITION.
 TK0617
 TK0617                          STATION RECOVERY (1975)
 TK0617
 TK0617'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0615 ***********************************************************************
 TK0615  DESIGNATION -  BOUNDARY MON 402 CD US
 TK0615  PID         -  TK0615
 TK0615  STATE/COUNTY-  MT/HILL
 TK0615  USGS QUAD   -  CREEDMAN COULEE WEST (1972)
 TK0615
 TK0615                         *CURRENT SURVEY CONTROL
 TK0615  ___________________________________________________________________
 TK0615* NAD 83(1992)-  48 59 59.76199(N)    109 45 22.19950(W)     ADJUSTED  
 TK0615* NAVD 88     -       852.     (meters)    2795.     (feet)  SCALED    
 TK0615  ___________________________________________________________________
 TK0615  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TK0615  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 TK0615
 TK0615  HORZ ORDER  -  THIRD
 TK0615
 TK0615.The horizontal coordinates were established by classical geodetic methods
 TK0615.and adjusted by the National Geodetic Survey in July 1992..
 TK0615
 TK0615.The orthometric height was scaled from a topographic map.
 TK0615
 TK0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0615
 TK0615.The geoid height was determined by GEOID03.
 TK0615
 TK0615;                    North         East     Units Scale Factor Converg.
 TK0615;SPC MT       -   527,890.854   581,255.845   MT  0.99999996   -0 11 14.6
 TK0615;SPC MT       - 1,731,925.37  1,907,007.37   iFT  0.99999996   -0 11 14.6
 TK0615;UTM  12      - 5,428,193.762   590,976.255   MT  0.99970168   +0 56 19.7
 TK0615
 TK0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0615!SPC MT       -   0.99986910  x   0.99999996  =   0.99986906
 TK0615!UTM  12      -   0.99986910  x   0.99970168  =   0.99957081
 TK0615
 TK0615:                Primary Azimuth Mark                     Grid Az
 TK0615:SPC MT       -  BOUNDARY MON 401 CD US                   270 05 14.8
 TK0615:UTM  12      -  BOUNDARY MON 401 CD US                   268 57 40.5
 TK0615
 TK0615|---------------------------------------------------------------------|
 TK0615| PID    Reference Object                     Distance      Geod. Az  |
 TK0615|                                                           dddmmss.s |
 TK0615| TK0614 BOUNDARY MON 401 CD US              APPROX. 1.7 KM 2695400.2 |
 TK0615|---------------------------------------------------------------------|
 TK0615
 TK0615                          SUPERSEDED SURVEY CONTROL
 TK0615
 TK0615  NAD 83(1986)-  48 59 59.76008(N)    109 45 22.18376(W) AD(       ) 3
 TK0615
 TK0615.Superseded values are not recommended for survey control.
 TK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0615.See file dsdata.txt to determine how the superseded data were derived.
 TK0615
 TK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV9097628194(NAD 83)
 TK0615_MARKER: Z = SEE DESCRIPTION
 TK0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0615+STABILITY: SURFACE MOTION
 TK0615
 TK0615  HISTORY     - Date     Condition        Report By
 TK0615  HISTORY     - 1908     MONUMENTED       IBC
 TK0615  HISTORY     - 1941     GOOD             IBC
 TK0615  HISTORY     - 1945     GOOD             IBC
 TK0615  HISTORY     - 1975     GOOD             IBC
 TK0615
 TK0615                          STATION DESCRIPTION
 TK0615
 TK0615'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TK0615'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0615'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0615'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0615'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0615'
 TK0615'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0615'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0615'---OCTOBER 20, 1818---.
 TK0615'
 TK0615'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0615'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0615'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0615'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0615'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0615'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0615'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0615'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0615'
 TK0615'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0615'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0615'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0615'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0615'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0615'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0615'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0615'AND---CANADA---ON THE WEST SIDE.
 TK0615'
 TK0615'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0615'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0615'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0615'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0615'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0615
 TK0615                          STATION RECOVERY (1941)
 TK0615
 TK0615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TK0615'RECOVERED IN GOOD CONDITION.
 TK0615
 TK0615                          STATION RECOVERY (1945)
 TK0615
 TK0615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TK0615'RECOVERED IN GOOD CONDITION.
 TK0615
 TK0615                          STATION RECOVERY (1975)
 TK0615
 TK0615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0618 ***********************************************************************
 TK0618  DESIGNATION -  BOUNDARY MON 403 CD US
 TK0618  PID         -  TK0618
 TK0618  STATE/COUNTY-  MT/HILL
 TK0618  USGS QUAD   -  CREEDMAN COULEE EAST (1972)
 TK0618
 TK0618                         *CURRENT SURVEY CONTROL
 TK0618  ___________________________________________________________________
 TK0618* NAD 83(1992)-  48 59 59.95537(N)    109 42 50.85773(W)     ADJUSTED  
 TK0618* NAVD 88     -       841.     (meters)    2759.     (feet)  SCALED    
 TK0618  ___________________________________________________________________
 TK0618  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TK0618  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TK0618
 TK0618  HORZ ORDER  -  THIRD
 TK0618
 TK0618.The horizontal coordinates were established by classical geodetic methods
 TK0618.and adjusted by the National Geodetic Survey in July 1992..
 TK0618
 TK0618.The orthometric height was scaled from a topographic map.
 TK0618
 TK0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0618
 TK0618.The geoid height was determined by GEOID03.
 TK0618
 TK0618;                    North         East     Units Scale Factor Converg.
 TK0618;SPC MT       -   527,887.593   584,331.948   MT  0.99999999   -0 09 23.9
 TK0618;SPC MT       - 1,731,914.68  1,917,099.57   iFT  0.99999999   -0 09 23.9
 TK0618;UTM  12      - 5,428,250.970   594,050.921   MT  0.99970866   +0 58 13.9
 TK0618
 TK0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0618!SPC MT       -   0.99987082  x   0.99999999  =   0.99987081
 TK0618!UTM  12      -   0.99987082  x   0.99970866  =   0.99957952
 TK0618
 TK0618:                Primary Azimuth Mark                     Grid Az
 TK0618:SPC MT       -  BOUNDARY MON 404 CD US                   090 00 30.0
 TK0618:UTM  12      -  BOUNDARY MON 404 CD US                   088 52 52.2
 TK0618
 TK0618|---------------------------------------------------------------------|
 TK0618| PID    Reference Object                     Distance      Geod. Az  |
 TK0618|                                                           dddmmss.s |
 TK0618| TK0619 BOUNDARY MON 404 CD US              APPROX. 2.9 KM 0895106.1 |
 TK0618|---------------------------------------------------------------------|
 TK0618
 TK0618                          SUPERSEDED SURVEY CONTROL
 TK0618
 TK0618  NAD 83(1986)-  48 59 59.95348(N)    109 42 50.84201(W) AD(       ) 3
 TK0618
 TK0618.Superseded values are not recommended for survey control.
 TK0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0618.See file dsdata.txt to determine how the superseded data were derived.
 TK0618
 TK0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV9405128251(NAD 83)
 TK0618_MARKER: Z = SEE DESCRIPTION
 TK0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0618+STABILITY: SURFACE MOTION
 TK0618
 TK0618  HISTORY     - Date     Condition        Report By
 TK0618  HISTORY     - 1909     MONUMENTED       IBC
 TK0618  HISTORY     - 1941     GOOD             IBC
 TK0618  HISTORY     - 1945     GOOD             IBC
 TK0618  HISTORY     - 1975     GOOD             IBC
 TK0618
 TK0618                          STATION DESCRIPTION
 TK0618
 TK0618'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0618'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0618'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0618'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0618'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0618'
 TK0618'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0618'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0618'---OCTOBER 20, 1818---.
 TK0618'
 TK0618'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0618'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0618'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0618'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0618'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0618'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0618'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0618'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0618'
 TK0618'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0618'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0618'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0618'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0618'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0618'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0618'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0618'AND---CANADA---ON THE WEST SIDE.
 TK0618'
 TK0618'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0618'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0618'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0618'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0618'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0618
 TK0618                          STATION RECOVERY (1941)
 TK0618
 TK0618'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TK0618'RECOVERED IN GOOD CONDITION.
 TK0618
 TK0618                          STATION RECOVERY (1945)
 TK0618
 TK0618'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TK0618'RECOVERED IN GOOD CONDITION.
 TK0618
 TK0618                          STATION RECOVERY (1975)
 TK0618
 TK0618'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0619 ***********************************************************************
 TK0619  DESIGNATION -  BOUNDARY MON 404 CD US
 TK0619  PID         -  TK0619
 TK0619  STATE/COUNTY-  MT/HILL
 TK0619  USGS QUAD   -  
 TK0619
 TK0619                         *CURRENT SURVEY CONTROL
 TK0619  ___________________________________________________________________
 TK0619* NAD 83(1992)-  49 00 00.17577(N)    109 40 26.77769(W)     ADJUSTED  
 TK0619* NAVD 88     -       850.     (meters)    2789.     (feet)  SCALED    
 TK0619  ___________________________________________________________________
 TK0619  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 TK0619  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 TK0619
 TK0619  HORZ ORDER  -  THIRD
 TK0619
 TK0619.The horizontal coordinates were established by classical geodetic methods
 TK0619.and adjusted by the National Geodetic Survey in July 1992..
 TK0619
 TK0619.The orthometric height was scaled from a topographic map.
 TK0619
 TK0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0619
 TK0619.The geoid height was determined by GEOID03.
 TK0619
 TK0619;                    North         East     Units Scale Factor Converg.
 TK0619;SPC MT       -   527,887.144   587,260.454   MT  1.00000003   -0 07 38.5
 TK0619;SPC MT       - 1,731,913.20  1,926,707.53   iFT  1.00000003   -0 07 38.5
 TK0619;UTM  12      - 5,428,308.136   596,978.025   MT  0.99971553   +1 00 02.7
 TK0619
 TK0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0619!SPC MT       -   0.99986941  x   1.00000003  =   0.99986944
 TK0619!UTM  12      -   0.99986941  x   0.99971553  =   0.99958498
 TK0619
 TK0619:                Primary Azimuth Mark                     Grid Az
 TK0619:SPC MT       -  BOUNDARY MON 403 CD US                   270 00 33.3
 TK0619:UTM  12      -  BOUNDARY MON 403 CD US                   268 52 52.1
 TK0619
 TK0619|---------------------------------------------------------------------|
 TK0619| PID    Reference Object                     Distance      Geod. Az  |
 TK0619|                                                           dddmmss.s |
 TK0619| TK0618 BOUNDARY MON 403 CD US              APPROX. 2.9 KM 2695254.8 |
 TK0619|---------------------------------------------------------------------|
 TK0619
 TK0619                          SUPERSEDED SURVEY CONTROL
 TK0619
 TK0619  NAD 83(1986)-  49 00 00.17423(N)    109 40 26.76199(W) AD(       ) 3
 TK0619
 TK0619.Superseded values are not recommended for survey control.
 TK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0619.See file dsdata.txt to determine how the superseded data were derived.
 TK0619
 TK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV9697828308(NAD 83)
 TK0619_MARKER: Z = SEE DESCRIPTION
 TK0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0619+STABILITY: SURFACE MOTION
 TK0619
 TK0619  HISTORY     - Date     Condition        Report By
 TK0619  HISTORY     - 1909     MONUMENTED       IBC
 TK0619  HISTORY     - 1975     GOOD             IBC
 TK0619
 TK0619                          STATION DESCRIPTION
 TK0619
 TK0619'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0619'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0619'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0619'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0619'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0619'
 TK0619'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0619'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0619'---OCTOBER 20, 1818---.
 TK0619'
 TK0619'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0619'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0619'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0619'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0619'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0619'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0619'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0619'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0619'
 TK0619'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0619'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0619'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0619'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0619'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0619'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0619'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0619'AND---CANADA---ON THE WEST SIDE.
 TK0619'
 TK0619'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0619'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0619'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0619'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0619'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0619
 TK0619                          STATION RECOVERY (1975)
 TK0619
 TK0619'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0620 ***********************************************************************
 TK0620  DESIGNATION -  BOUNDARY MON 405 CD US
 TK0620  PID         -  TK0620
 TK0620  STATE/COUNTY-  MT/HILL
 TK0620  USGS QUAD   -  
 TK0620
 TK0620                         *CURRENT SURVEY CONTROL
 TK0620  ___________________________________________________________________
 TK0620* NAD 83(1992)-  49 00 00.32281(N)    109 38 55.32115(W)     ADJUSTED  
 TK0620* NAVD 88     -       847.     (meters)    2779.     (feet)  SCALED    
 TK0620  ___________________________________________________________________
 TK0620  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 TK0620  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 TK0620
 TK0620  HORZ ORDER  -  THIRD
 TK0620
 TK0620.The horizontal coordinates were established by classical geodetic methods
 TK0620.and adjusted by the National Geodetic Survey in July 1992..
 TK0620
 TK0620.The orthometric height was scaled from a topographic map.
 TK0620
 TK0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0620
 TK0620.The geoid height was determined by GEOID03.
 TK0620
 TK0620;                    North         East     Units Scale Factor Converg.
 TK0620;SPC MT       -   527,887.856   589,119.356   MT  1.00000006   -0 06 31.6
 TK0620;SPC MT       - 1,731,915.54  1,932,806.29   iFT  1.00000006   -0 06 31.6
 TK0620;UTM  12      - 5,428,345.445   598,836.028   MT  0.99972000   +1 01 11.7
 TK0620
 TK0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0620!SPC MT       -   0.99986988  x   1.00000006  =   0.99986994
 TK0620!UTM  12      -   0.99986988  x   0.99972000  =   0.99958992
 TK0620
 TK0620:                Primary Azimuth Mark                     Grid Az
 TK0620:SPC MT       -  BOUNDARY MON 403 CD US                   269 59 51.4
 TK0620:UTM  12      -  BOUNDARY MON 403 CD US                   268 52 08.1
 TK0620
 TK0620|---------------------------------------------------------------------|
 TK0620| PID    Reference Object                     Distance      Geod. Az  |
 TK0620|                                                           dddmmss.s |
 TK0620| TK0618 BOUNDARY MON 403 CD US              APPROX. 4.8 KM 2695319.8 |
 TK0620|---------------------------------------------------------------------|
 TK0620
 TK0620                          SUPERSEDED SURVEY CONTROL
 TK0620
 TK0620  NAD 83(1986)-  49 00 00.32160(N)    109 38 55.30547(W) AD(       ) 3
 TK0620
 TK0620.Superseded values are not recommended for survey control.
 TK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0620.See file dsdata.txt to determine how the superseded data were derived.
 TK0620
 TK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV9883628345(NAD 83)
 TK0620_MARKER: Z = SEE DESCRIPTION
 TK0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0620+STABILITY: SURFACE MOTION
 TK0620
 TK0620  HISTORY     - Date     Condition        Report By
 TK0620  HISTORY     - 1909     MONUMENTED       IBC
 TK0620  HISTORY     - 1975     GOOD             IBC
 TK0620
 TK0620                          STATION DESCRIPTION
 TK0620
 TK0620'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0620'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0620'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0620'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0620'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0620'
 TK0620'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0620'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0620'---OCTOBER 20, 1818---.
 TK0620'
 TK0620'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0620'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0620'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0620'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0620'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0620'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0620'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0620'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0620'
 TK0620'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0620'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0620'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0620'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0620'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0620'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0620'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0620'AND---CANADA---ON THE WEST SIDE.
 TK0620'
 TK0620'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0620'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0620'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0620'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0620'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0620
 TK0620                          STATION RECOVERY (1975)
 TK0620
 TK0620'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0621 ***********************************************************************
 TK0621  DESIGNATION -  BOUNDARY MON 406 CD US
 TK0621  PID         -  TK0621
 TK0621  STATE/COUNTY-  MT/HILL
 TK0621  USGS QUAD   -  
 TK0621
 TK0621                         *CURRENT SURVEY CONTROL
 TK0621  ___________________________________________________________________
 TK0621* NAD 83(1992)-  49 00 00.47816(N)    109 37 22.38364(W)     ADJUSTED  
 TK0621* NAVD 88     -       858.     (meters)    2815.     (feet)  SCALED    
 TK0621  ___________________________________________________________________
 TK0621  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 TK0621  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 TK0621
 TK0621  HORZ ORDER  -  THIRD
 TK0621
 TK0621.The horizontal coordinates were established by classical geodetic methods
 TK0621.and adjusted by the National Geodetic Survey in July 1992..
 TK0621
 TK0621.The orthometric height was scaled from a topographic map.
 TK0621
 TK0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0621
 TK0621.The geoid height was determined by GEOID03.
 TK0621
 TK0621;                    North         East     Units Scale Factor Converg.
 TK0621;SPC MT       -   527,889.380   591,008.359   MT  1.00000008   -0 05 23.6
 TK0621;SPC MT       - 1,731,920.54  1,939,003.80   iFT  1.00000008   -0 05 23.6
 TK0621;UTM  12      - 5,428,384.178   600,724.109   MT  0.99972463   +1 02 21.9
 TK0621
 TK0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0621!SPC MT       -   0.99986816  x   1.00000008  =   0.99986824
 TK0621!UTM  12      -   0.99986816  x   0.99972463  =   0.99959283
 TK0621
 TK0621:                Primary Azimuth Mark                     Grid Az
 TK0621:SPC MT       -  BOUNDARY MON 407 CD US                   089 57 36.8
 TK0621:UTM  12      -  BOUNDARY MON 407 CD US                   088 49 51.3
 TK0621
 TK0621|---------------------------------------------------------------------|
 TK0621| PID    Reference Object                     Distance      Geod. Az  |
 TK0621|                                                           dddmmss.s |
 TK0621| TK0587 BOUNDARY MON 407 CD US              APPROX. 3.1 KM 0895213.2 |
 TK0621|---------------------------------------------------------------------|
 TK0621
 TK0621                          SUPERSEDED SURVEY CONTROL
 TK0621
 TK0621  NAD 83(1986)-  49 00 00.47729(N)    109 37 22.36799(W) AD(       ) 3
 TK0621
 TK0621.Superseded values are not recommended for survey control.
 TK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0621.See file dsdata.txt to determine how the superseded data were derived.
 TK0621
 TK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0072428384(NAD 83)
 TK0621_MARKER: Z = SEE DESCRIPTION
 TK0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0621+STABILITY: SURFACE MOTION
 TK0621
 TK0621  HISTORY     - Date     Condition        Report By
 TK0621  HISTORY     - 1909     MONUMENTED       IBC
 TK0621  HISTORY     - 1975     GOOD             IBC
 TK0621
 TK0621                          STATION DESCRIPTION
 TK0621
 TK0621'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0621'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0621'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0621'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0621'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0621'
 TK0621'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0621'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0621'---OCTOBER 20, 1818---.
 TK0621'
 TK0621'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0621'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0621'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0621'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0621'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0621'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0621'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0621'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0621'
 TK0621'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0621'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0621'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0621'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0621'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0621'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0621'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0621'AND---CANADA---ON THE WEST SIDE.
 TK0621'
 TK0621'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0621'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0621'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0621'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0621'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0621
 TK0621                          STATION RECOVERY (1975)
 TK0621
 TK0621'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0587 ***********************************************************************
 TK0587  DESIGNATION -  BOUNDARY MON 407 CD US
 TK0587  PID         -  TK0587
 TK0587  STATE/COUNTY-  MT/HILL
 TK0587  USGS QUAD   -  
 TK0587
 TK0587                         *CURRENT SURVEY CONTROL
 TK0587  ___________________________________________________________________
 TK0587* NAD 83(1992)-  49 00 00.67472(N)    109 34 52.13688(W)     ADJUSTED  
 TK0587* NAVD 88     -       859.7    (meters)    2821.     (feet)  VERTCON   
 TK0587  ___________________________________________________________________
 TK0587  X           -  -1,405,239.591 (meters)                     COMP
 TK0587  Y           -  -3,950,483.699 (meters)                     COMP
 TK0587  Z           -   4,791,209.104 (meters)                     COMP
 TK0587  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TK0587  ELLIP HEIGHT-         843.61  (meters)          (07/28/92) GPS OBS
 TK0587  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TK0587
 TK0587  HORZ ORDER  -  FIRST
 TK0587  ELLP ORDER  -  FIFTH     CLASS I
 TK0587
 TK0587.The horizontal coordinates were established by GPS observations
 TK0587.and adjusted by the National Geodetic Survey in July 1992..
 TK0587
 TK0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0587
 TK0587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0587
 TK0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0587
 TK0587.The ellipsoidal height was determined by GPS observations
 TK0587.and is referenced to NAD 83.
 TK0587
 TK0587.The geoid height was determined by GEOID03.
 TK0587
 TK0587;                    North         East     Units Scale Factor Converg.
 TK0587;SPC MT       -   527,891.474   594,062.195   MT  1.00000012   -0 03 33.7
 TK0587;SPC MT       - 1,731,927.41  1,949,022.95   iFT  1.00000012   -0 03 33.7
 TK0587;UTM  12      - 5,428,446.468   603,776.481   MT  0.99973230   +1 04 15.3
 TK0587
 TK0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0587!SPC MT       -   0.99986781  x   1.00000012  =   0.99986793
 TK0587!UTM  12      -   0.99986781  x   0.99973230  =   0.99960015
 TK0587
 TK0587:                Primary Azimuth Mark                     Grid Az
 TK0587:SPC MT       -  KIRK                                     166 18 26.9
 TK0587:UTM  12      -  KIRK                                     165 10 37.9
 TK0587
 TK0587|---------------------------------------------------------------------|
 TK0587| PID    Reference Object                     Distance      Geod. Az  |
 TK0587|                                                           dddmmss.s |
 TK0587| TK0604 KIRK                                APPROX. 6.9 KM 1661453.2 |
 TK0587|---------------------------------------------------------------------|
 TK0587
 TK0587                          SUPERSEDED SURVEY CONTROL
 TK0587
 TK0587  NAD 83(1986)-  49 00 00.67438(N)    109 34 52.13169(W) AD(       ) 1
 TK0587  NGVD 29 (08/25/89)  858.9    (m)         2818.     (f) GPS OBS        
 TK0587
 TK0587.Superseded values are not recommended for survey control.
 TK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0587.See file dsdata.txt to determine how the superseded data were derived.
 TK0587
 TK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0377628446(NAD 83)
 TK0587_MARKER: DU = BOUNDARY MARKER
 TK0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TK0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0587+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988
 TK0587
 TK0587  HISTORY     - Date     Condition        Report By
 TK0587  HISTORY     - 1909     MONUMENTED       IBC
 TK0587  HISTORY     - 1909     GOOD             IBC
 TK0587  HISTORY     - 1975     GOOD             IBC
 TK0587  HISTORY     - 19880808 SEE DESCRIPTION  NGS
 TK0587
 TK0587                          STATION DESCRIPTION
 TK0587
 TK0587'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0587'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0587'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0587'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0587'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0587'
 TK0587'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0587'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0587'---OCTOBER 20, 1818---.
 TK0587'
 TK0587'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0587'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0587'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0587'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0587'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0587'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0587'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0587'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0587'
 TK0587'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0587'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0587'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0587'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0587'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0587'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0587'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0587'AND---CANADA---ON THE WEST SIDE.
 TK0587'
 TK0587'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0587'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0587'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0587'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0587'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0587
 TK0587                          STATION RECOVERY (1909)
 TK0587
 TK0587'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TK0587'RECOVERED IN GOOD CONDITION.
 TK0587
 TK0587                          STATION RECOVERY (1975)
 TK0587
 TK0587'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0587'RECOVERED IN GOOD CONDITION.
 TK0587
 TK0587                          STATION RECOVERY (1988)
 TK0587
 TK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TK0587'THE MONUMENT IS LOCATED ABOUT 52.3 KM (32.50 MI) NORTH-NORTHEAST OF
 TK0587'HAVRE AND ABOUT 11.3 KM (7.00 MI) EAST OF THE WILLOW CREEK, MONTANA -
 TK0587'WILLOW CREEK, SASKATCHEWAN BORDER CROSSING.
 TK0587'TO REACH THE MONUMENT FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND
 TK0587'COUNTY HIGHWAY 232 IN HAVRE, GO NORTH ON COUNTY HIGHWAY 232 FOR 4.98
 TK0587'KM (3.10 MI) TO A FORK.  BEAR RIGHT AND GO EAST, THEN NORTH, ON A
 TK0587'GRAVEL ROAD FOR 34.6 KM (21.50 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 TK0587'AND GO EAST ON A GRAVEL ROAD FOR 4.98 KM (3.10 MI) TO A SIDE ROAD
 TK0587'LEFT.  CONTINUE EAST, NORTH, THEN EAST AGAIN FOR 7.2 KM (4.45 MI) TO
 TK0587'A T-INTERSECTION.  TURN LEFT AND GO NORTH FOR 8.0 KM (4.95 MI) TO A
 TK0587'FENCE AT THE BOUNDARY.  TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF
 TK0587'THE FENCE FOR 2.1 KM (1.30 MI) TO THE MONUMENT.
 TK0587'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.5 M (4.9 FT)
 TK0587'ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE.  INSCRIBED ON
 TK0587'THE OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE
 TK0587'EAST SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON
 TK0587'THE SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --407--
 TK0587'IS DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TK0587'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 1 CM TO THE SOUTH.
 TK0587'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TK0587'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0622 ***********************************************************************
 TK0622  DESIGNATION -  BOUNDARY MON 408 CD US
 TK0622  PID         -  TK0622
 TK0622  STATE/COUNTY-  MT/HILL
 TK0622  USGS QUAD   -  
 TK0622
 TK0622                         *CURRENT SURVEY CONTROL
 TK0622  ___________________________________________________________________
 TK0622* NAD 83(1992)-  49 00 00.78539(N)    109 32 51.85342(W)     ADJUSTED  
 TK0622* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 TK0622  ___________________________________________________________________
 TK0622  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 TK0622  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TK0622
 TK0622  HORZ ORDER  -  THIRD
 TK0622
 TK0622.The horizontal coordinates were established by classical geodetic methods
 TK0622.and adjusted by the National Geodetic Survey in July 1992..
 TK0622
 TK0622.The orthometric height was scaled from a topographic map.
 TK0622
 TK0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0622
 TK0622.The geoid height was determined by GEOID03.
 TK0622
 TK0622;                    North         East     Units Scale Factor Converg.
 TK0622;SPC MT       -   527,892.881   596,507.009   MT  1.00000013   -0 02 05.7
 TK0622;SPC MT       - 1,731,932.02  1,957,043.99   iFT  1.00000013   -0 02 05.7
 TK0622;UTM  12      - 5,428,496.105   606,220.144   MT  0.99973860   +1 05 46.1
 TK0622
 TK0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0622!SPC MT       -   0.99986769  x   1.00000013  =   0.99986782
 TK0622!UTM  12      -   0.99986769  x   0.99973860  =   0.99960633
 TK0622
 TK0622:                Primary Azimuth Mark                     Grid Az
 TK0622:SPC MT       -  BOUNDARY MON 407 CD US                   269 58 02.7
 TK0622:UTM  12      -  BOUNDARY MON 407 CD US                   268 50 10.9
 TK0622
 TK0622|---------------------------------------------------------------------|
 TK0622| PID    Reference Object                     Distance      Geod. Az  |
 TK0622|                                                           dddmmss.s |
 TK0622| TK0587 BOUNDARY MON 407 CD US              APPROX. 2.4 KM 2695557.0 |
 TK0622|---------------------------------------------------------------------|
 TK0622
 TK0622                          SUPERSEDED SURVEY CONTROL
 TK0622
 TK0622  NAD 83(1986)-  49 00 00.78599(N)    109 32 51.84909(W) AD(       ) 3
 TK0622
 TK0622.Superseded values are not recommended for survey control.
 TK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0622.See file dsdata.txt to determine how the superseded data were derived.
 TK0622
 TK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0622028496(NAD 83)
 TK0622_MARKER: Z = SEE DESCRIPTION
 TK0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0622+STABILITY: SURFACE MOTION
 TK0622
 TK0622  HISTORY     - Date     Condition        Report By
 TK0622  HISTORY     - 1909     MONUMENTED       IBC
 TK0622  HISTORY     - 1975     GOOD             IBC
 TK0622
 TK0622                          STATION DESCRIPTION
 TK0622
 TK0622'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0622'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0622'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0622'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0622'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0622'
 TK0622'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0622'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0622'---OCTOBER 20, 1818---.
 TK0622'
 TK0622'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0622'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0622'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0622'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0622'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0622'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0622'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0622'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0622'
 TK0622'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0622'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0622'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0622'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0622'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0622'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0622'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0622'AND---CANADA---ON THE WEST SIDE.
 TK0622'
 TK0622'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0622'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0622'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0622'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0622'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0622
 TK0622                          STATION RECOVERY (1975)
 TK0622
 TK0622'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0623 ***********************************************************************
 TK0623  DESIGNATION -  BOUNDARY MON 409 CD US
 TK0623  PID         -  TK0623
 TK0623  STATE/COUNTY-  MT/HILL
 TK0623  USGS QUAD   -  
 TK0623
 TK0623                         *CURRENT SURVEY CONTROL
 TK0623  ___________________________________________________________________
 TK0623* NAD 83(1992)-  49 00 01.04513(N)    109 30 58.73392(W)     ADJUSTED  
 TK0623* NAVD 88     -       878.     (meters)    2881.     (feet)  SCALED    
 TK0623  ___________________________________________________________________
 TK0623  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 TK0623  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TK0623
 TK0623  HORZ ORDER  -  THIRD
 TK0623
 TK0623.The horizontal coordinates were established by classical geodetic methods
 TK0623.and adjusted by the National Geodetic Survey in July 1992..
 TK0623
 TK0623.The orthometric height was scaled from a topographic map.
 TK0623
 TK0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0623
 TK0623.The geoid height was determined by GEOID03.
 TK0623
 TK0623;                    North         East     Units Scale Factor Converg.
 TK0623;SPC MT       -   527,899.965   598,806.211   MT  1.00000018   -0 00 43.0
 TK0623;SPC MT       - 1,731,955.27  1,964,587.31   iFT  1.00000018   -0 00 43.0
 TK0623;UTM  12      - 5,428,548.573   608,518.163   MT  0.99974467   +1 07 11.5
 TK0623
 TK0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0623!SPC MT       -   0.99986503  x   1.00000018  =   0.99986521
 TK0623!UTM  12      -   0.99986503  x   0.99974467  =   0.99960974
 TK0623
 TK0623:                Primary Azimuth Mark                     Grid Az
 TK0623:SPC MT       -  CENTER XIII                              030 25 18.4
 TK0623:UTM  12      -  CENTER XIII                              029 17 23.9
 TK0623
 TK0623|---------------------------------------------------------------------|
 TK0623| PID    Reference Object                     Distance      Geod. Az  |
 TK0623|                                                           dddmmss.s |
 TK0623| TK0598 CENTER XIII                         APPROX. 2.4 KM 0302435.4 |
 TK0623|---------------------------------------------------------------------|
 TK0623
 TK0623                          SUPERSEDED SURVEY CONTROL
 TK0623
 TK0623  NAD 83(1986)-  49 00 01.04681(N)    109 30 58.73046(W) AD(       ) 3
 TK0623
 TK0623.Superseded values are not recommended for survey control.
 TK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0623.See file dsdata.txt to determine how the superseded data were derived.
 TK0623
 TK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0851828549(NAD 83)
 TK0623_MARKER: Z = SEE DESCRIPTION
 TK0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0623+STABILITY: SURFACE MOTION
 TK0623
 TK0623  HISTORY     - Date     Condition        Report By
 TK0623  HISTORY     - 1909     MONUMENTED       IBC
 TK0623  HISTORY     - 1975     GOOD             IBC
 TK0623
 TK0623                          STATION DESCRIPTION
 TK0623
 TK0623'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0623'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0623'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0623'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0623'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0623'
 TK0623'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0623'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0623'---OCTOBER 20, 1818---.
 TK0623'
 TK0623'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0623'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0623'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0623'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0623'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0623'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0623'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0623'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0623'
 TK0623'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0623'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0623'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0623'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0623'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0623'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0623'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0623'AND---CANADA---ON THE WEST SIDE.
 TK0623'
 TK0623'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0623'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0623'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0623'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0623'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0623
 TK0623                          STATION RECOVERY (1975)
 TK0623
 TK0623'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0624 ***********************************************************************
 TK0624  DESIGNATION -  BOUNDARY MON 410 CD US
 TK0624  PID         -  TK0624
 TK0624  STATE/COUNTY-  MT/HILL
 TK0624  USGS QUAD   -  
 TK0624
 TK0624                         *CURRENT SURVEY CONTROL
 TK0624  ___________________________________________________________________
 TK0624* NAD 83(1992)-  49 00 01.16281(N)    109 29 36.59482(W)     ADJUSTED  
 TK0624* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 TK0624  ___________________________________________________________________
 TK0624  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 TK0624  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 TK0624
 TK0624  HORZ ORDER  -  THIRD
 TK0624
 TK0624.The horizontal coordinates were established by classical geodetic methods
 TK0624.and adjusted by the National Geodetic Survey in July 1992..
 TK0624
 TK0624.The orthometric height was scaled from a topographic map.
 TK0624
 TK0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0624
 TK0624.The geoid height was determined by GEOID03.
 TK0624
 TK0624;                    North         East     Units Scale Factor Converg.
 TK0624;SPC MT       -   527,903.496   600,475.719   MT  1.00000020   +0 00 17.1
 TK0624;SPC MT       - 1,731,966.85  1,970,064.69   iFT  1.00000020   +0 00 17.1
 TK0624;UTM  12      - 5,428,585.079   610,186.853   MT  0.99974915   +1 08 13.5
 TK0624
 TK0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0624!SPC MT       -   0.99986488  x   1.00000020  =   0.99986508
 TK0624!UTM  12      -   0.99986488  x   0.99974915  =   0.99961406
 TK0624
 TK0624:                Primary Azimuth Mark                     Grid Az
 TK0624:SPC MT       -  BOUNDARY MON 409 CD US                   269 52 44.8
 TK0624:UTM  12      -  BOUNDARY MON 409 CD US                   268 44 48.4
 TK0624
 TK0624|---------------------------------------------------------------------|
 TK0624| PID    Reference Object                     Distance      Geod. Az  |
 TK0624|                                                           dddmmss.s |
 TK0624| TK0623 BOUNDARY MON 409 CD US              APPROX. 1.7 KM 2695301.9 |
 TK0624|---------------------------------------------------------------------|
 TK0624
 TK0624                          SUPERSEDED SURVEY CONTROL
 TK0624
 TK0624  NAD 83(1986)-  49 00 01.16506(N)    109 29 36.59222(W) AD(       ) 3
 TK0624
 TK0624.Superseded values are not recommended for survey control.
 TK0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0624.See file dsdata.txt to determine how the superseded data were derived.
 TK0624
 TK0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV1018728585(NAD 83)
 TK0624_MARKER: Z = SEE DESCRIPTION
 TK0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0624+STABILITY: SURFACE MOTION
 TK0624
 TK0624  HISTORY     - Date     Condition        Report By
 TK0624  HISTORY     - 1909     MONUMENTED       IBC
 TK0624  HISTORY     - 1975     GOOD             IBC
 TK0624
 TK0624                          STATION DESCRIPTION
 TK0624
 TK0624'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0624'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0624'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0624'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0624'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0624'
 TK0624'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0624'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0624'---OCTOBER 20, 1818---.
 TK0624'
 TK0624'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0624'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0624'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0624'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0624'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0624'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0624'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0624'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0624'
 TK0624'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0624'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0624'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0624'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0624'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0624'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0624'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0624'AND---CANADA---ON THE WEST SIDE.
 TK0624'
 TK0624'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0624'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0624'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0624'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0624'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0624
 TK0624                          STATION RECOVERY (1975)
 TK0624
 TK0624'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0625 ***********************************************************************
 TK0625  DESIGNATION -  BOUNDARY MON 411 CD US
 TK0625  PID         -  TK0625
 TK0625  STATE/COUNTY-  MT/BLAINE
 TK0625  USGS QUAD   -  
 TK0625
 TK0625                         *CURRENT SURVEY CONTROL
 TK0625  ___________________________________________________________________
 TK0625* NAD 83(1992)-  49 00 01.33293(N)    109 27 39.19433(W)     ADJUSTED  
 TK0625* NAVD 88     -       880.     (meters)    2887.     (feet)  SCALED    
 TK0625  ___________________________________________________________________
 TK0625  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 TK0625  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 TK0625
 TK0625  HORZ ORDER  -  THIRD
 TK0625
 TK0625.The horizontal coordinates were established by classical geodetic methods
 TK0625.and adjusted by the National Geodetic Survey in July 1992..
 TK0625
 TK0625.The orthometric height was scaled from a topographic map.
 TK0625
 TK0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0625
 TK0625.The geoid height was determined by GEOID03.
 TK0625
 TK0625;                    North         East     Units Scale Factor Converg.
 TK0625;SPC MT       -   527,909.446   602,861.925   MT  1.00000023   +0 01 43.0
 TK0625;SPC MT       - 1,731,986.37  1,977,893.45   iFT  1.00000023   +0 01 43.0
 TK0625;UTM  12      - 5,428,638.186   612,571.884   MT  0.99975568   +1 09 42.2
 TK0625
 TK0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0625!SPC MT       -   0.99986472  x   1.00000023  =   0.99986495
 TK0625!UTM  12      -   0.99986472  x   0.99975568  =   0.99962044
 TK0625
 TK0625:                Primary Azimuth Mark                     Grid Az
 TK0625:SPC MT       -  BOUNDARY MON 410 CD US                   269 51 27.0
 TK0625:UTM  12      -  BOUNDARY MON 410 CD US                   268 43 27.8
 TK0625
 TK0625|---------------------------------------------------------------------|
 TK0625| PID    Reference Object                     Distance      Geod. Az  |
 TK0625|                                                           dddmmss.s |
 TK0625| TK0624 BOUNDARY MON 410 CD US              APPROX. 2.4 KM 2695310.0 |
 TK0625|---------------------------------------------------------------------|
 TK0625
 TK0625                          SUPERSEDED SURVEY CONTROL
 TK0625
 TK0625  NAD 83(1986)-  49 00 01.33571(N)    109 27 39.19256(W) AD(       ) 3
 TK0625
 TK0625.Superseded values are not recommended for survey control.
 TK0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0625.See file dsdata.txt to determine how the superseded data were derived.
 TK0625
 TK0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV1257228638(NAD 83)
 TK0625_MARKER: Z = SEE DESCRIPTION
 TK0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0625+STABILITY: SURFACE MOTION
 TK0625
 TK0625  HISTORY     - Date     Condition        Report By
 TK0625  HISTORY     - 1909     MONUMENTED       IBC
 TK0625  HISTORY     - 1975     GOOD             IBC
 TK0625
 TK0625                          STATION DESCRIPTION
 TK0625
 TK0625'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0625'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0625'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0625'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0625'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0625'
 TK0625'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0625'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0625'---OCTOBER 20, 1818---.
 TK0625'
 TK0625'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0625'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0625'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0625'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0625'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0625'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0625'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0625'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0625'
 TK0625'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0625'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0625'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0625'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0625'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0625'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0625'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0625'AND---CANADA---ON THE WEST SIDE.
 TK0625'
 TK0625'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0625'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0625'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0625'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0625'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0625
 TK0625                          STATION RECOVERY (1975)
 TK0625
 TK0625'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0626 ***********************************************************************
 TK0626  DESIGNATION -  BOUNDARY MON 412 CD US
 TK0626  PID         -  TK0626
 TK0626  STATE/COUNTY-  MT/BLAINE
 TK0626  USGS QUAD   -  
 TK0626
 TK0626                         *CURRENT SURVEY CONTROL
 TK0626  ___________________________________________________________________
 TK0626* NAD 83(1992)-  49 00 01.41453(N)    109 26 43.69183(W)     ADJUSTED  
 TK0626* NAVD 88     -       876.     (meters)    2874.     (feet)  SCALED    
 TK0626  ___________________________________________________________________
 TK0626  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TK0626  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 TK0626
 TK0626  HORZ ORDER  -  THIRD
 TK0626
 TK0626.The horizontal coordinates were established by classical geodetic methods
 TK0626.and adjusted by the National Geodetic Survey in July 1992..
 TK0626
 TK0626.The orthometric height was scaled from a topographic map.
 TK0626
 TK0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0626
 TK0626.The geoid height was determined by GEOID03.
 TK0626
 TK0626;                    North         East     Units Scale Factor Converg.
 TK0626;SPC MT       -   527,912.641   603,990.031   MT  1.00000024   +0 02 23.6
 TK0626;SPC MT       - 1,731,996.85  1,981,594.59   iFT  1.00000024   +0 02 23.6
 TK0626;UTM  12      - 5,428,663.686   613,699.432   MT  0.99975881   +1 10 24.1
 TK0626
 TK0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0626!SPC MT       -   0.99986535  x   1.00000024  =   0.99986559
 TK0626!UTM  12      -   0.99986535  x   0.99975881  =   0.99962419
 TK0626
 TK0626:                Primary Azimuth Mark                     Grid Az
 TK0626:SPC MT       -  BOUNDARY MON 411 CD US                   269 50 16.4
 TK0626:UTM  12      -  BOUNDARY MON 411 CD US                   268 42 15.9
 TK0626
 TK0626|---------------------------------------------------------------------|
 TK0626| PID    Reference Object                     Distance      Geod. Az  |
 TK0626|                                                           dddmmss.s |
 TK0626| TK0625 BOUNDARY MON 411 CD US              APPROX. 1.1 KM 2695240.0 |
 TK0626|---------------------------------------------------------------------|
 TK0626
 TK0626                          SUPERSEDED SURVEY CONTROL
 TK0626
 TK0626  NAD 83(1986)-  49 00 01.41746(N)    109 26 43.69093(W) AD(       ) 3
 TK0626
 TK0626.Superseded values are not recommended for survey control.
 TK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0626.See file dsdata.txt to determine how the superseded data were derived.
 TK0626
 TK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV1369928664(NAD 83)
 TK0626_MARKER: Z = SEE DESCRIPTION
 TK0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0626+STABILITY: SURFACE MOTION
 TK0626
 TK0626  HISTORY     - Date     Condition        Report By
 TK0626  HISTORY     - 1909     MONUMENTED       IBC
 TK0626  HISTORY     - 1975     GOOD             IBC
 TK0626
 TK0626                          STATION DESCRIPTION
 TK0626
 TK0626'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0626'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0626'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0626'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0626'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0626'
 TK0626'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0626'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0626'---OCTOBER 20, 1818---.
 TK0626'
 TK0626'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0626'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0626'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0626'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0626'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0626'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0626'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0626'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0626'
 TK0626'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0626'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0626'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0626'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0626'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0626'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0626'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0626'AND---CANADA---ON THE WEST SIDE.
 TK0626'
 TK0626'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0626'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0626'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0626'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0626'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0626
 TK0626                          STATION RECOVERY (1975)
 TK0626
 TK0626'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0627 ***********************************************************************
 TK0627  DESIGNATION -  BOUNDARY MON 413 CD US
 TK0627  PID         -  TK0627
 TK0627  STATE/COUNTY-  MT/BLAINE
 TK0627  USGS QUAD   -  
 TK0627
 TK0627                         *CURRENT SURVEY CONTROL
 TK0627  ___________________________________________________________________
 TK0627* NAD 83(1992)-  49 00 01.54597(N)    109 25 14.27596(W)     ADJUSTED  
 TK0627* NAVD 88     -       841.     (meters)    2759.     (feet)  SCALED    
 TK0627  ___________________________________________________________________
 TK0627  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 TK0627  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TK0627
 TK0627  HORZ ORDER  -  THIRD
 TK0627
 TK0627.The horizontal coordinates were established by classical geodetic methods
 TK0627.and adjusted by the National Geodetic Survey in July 1992..
 TK0627
 TK0627.The orthometric height was scaled from a topographic map.
 TK0627
 TK0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0627
 TK0627.The geoid height was determined by GEOID03.
 TK0627
 TK0627;                    North         East     Units Scale Factor Converg.
 TK0627;SPC MT       -   527,918.255   605,807.434   MT  1.00000026   +0 03 29.0
 TK0627;SPC MT       - 1,732,015.27  1,987,557.20   iFT  1.00000026   +0 03 29.0
 TK0627;UTM  12      - 5,428,705.249   615,515.935   MT  0.99976393   +1 11 31.6
 TK0627
 TK0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0627!SPC MT       -   0.99987084  x   1.00000026  =   0.99987110
 TK0627!UTM  12      -   0.99987084  x   0.99976393  =   0.99963480
 TK0627
 TK0627:                Primary Azimuth Mark                     Grid Az
 TK0627:SPC MT       -  BOUNDARY MON 412 CD US                   269 49 23.9
 TK0627:UTM  12      -  BOUNDARY MON 412 CD US                   268 41 21.3
 TK0627
 TK0627|---------------------------------------------------------------------|
 TK0627| PID    Reference Object                     Distance      Geod. Az  |
 TK0627|                                                           dddmmss.s |
 TK0627| TK0626 BOUNDARY MON 412 CD US              APPROX. 1.8 KM 2695252.9 |
 TK0627|---------------------------------------------------------------------|
 TK0627
 TK0627                          SUPERSEDED SURVEY CONTROL
 TK0627
 TK0627  NAD 83(1986)-  49 00 01.54900(N)    109 25 14.27590(W) AD(       ) 3
 TK0627
 TK0627.Superseded values are not recommended for survey control.
 TK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0627.See file dsdata.txt to determine how the superseded data were derived.
 TK0627
 TK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV1551628705(NAD 83)
 TK0627_MARKER: Z = SEE DESCRIPTION
 TK0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0627+STABILITY: SURFACE MOTION
 TK0627
 TK0627  HISTORY     - Date     Condition        Report By
 TK0627  HISTORY     - 1909     MONUMENTED       IBC
 TK0627  HISTORY     - 1975     GOOD             IBC
 TK0627
 TK0627                          STATION DESCRIPTION
 TK0627
 TK0627'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0627'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0627'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0627'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0627'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0627'
 TK0627'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0627'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0627'---OCTOBER 20, 1818---.
 TK0627'
 TK0627'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0627'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0627'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0627'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0627'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0627'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0627'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0627'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0627'
 TK0627'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0627'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0627'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0627'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0627'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0627'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0627'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0627'AND---CANADA---ON THE WEST SIDE.
 TK0627'
 TK0627'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0627'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0627'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0627'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0627'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0627
 TK0627                          STATION RECOVERY (1975)
 TK0627
 TK0627'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0628 ***********************************************************************
 TK0628  DESIGNATION -  BOUNDARY MON 414 CD US
 TK0628  PID         -  TK0628
 TK0628  STATE/COUNTY-  MT/BLAINE
 TK0628  USGS QUAD   -  
 TK0628
 TK0628                         *CURRENT SURVEY CONTROL
 TK0628  ___________________________________________________________________
 TK0628* NAD 83(1992)-  49 00 01.43161(N)    109 23 31.28577(W)     ADJUSTED  
 TK0628* NAVD 88     -       865.     (meters)    2838.     (feet)  SCALED    
 TK0628  ___________________________________________________________________
 TK0628  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 TK0628  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 TK0628
 TK0628  HORZ ORDER  -  THIRD
 TK0628
 TK0628.The horizontal coordinates were established by classical geodetic methods
 TK0628.and adjusted by the National Geodetic Survey in July 1992..
 TK0628
 TK0628.The orthometric height was scaled from a topographic map.
 TK0628
 TK0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0628
 TK0628.The geoid height was determined by GEOID03.
 TK0628
 TK0628;                    North         East     Units Scale Factor Converg.
 TK0628;SPC MT       -   527,917.226   607,900.747   MT  1.00000024   +0 04 44.3
 TK0628;SPC MT       - 1,732,011.90  1,994,425.02   iFT  1.00000024   +0 04 44.3
 TK0628;UTM  12      - 5,428,745.652   617,608.369   MT  0.99976992   +1 12 49.3
 TK0628
 TK0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0628!SPC MT       -   0.99986708  x   1.00000024  =   0.99986732
 TK0628!UTM  12      -   0.99986708  x   0.99976992  =   0.99963703
 TK0628
 TK0628:                Primary Azimuth Mark                     Grid Az
 TK0628:SPC MT       -  BOUNDARY MON 413 CD US                   270 01 42.7
 TK0628:UTM  12      -  BOUNDARY MON 413 CD US                   268 53 37.7
 TK0628
 TK0628|---------------------------------------------------------------------|
 TK0628| PID    Reference Object                     Distance      Geod. Az  |
 TK0628|                                                           dddmmss.s |
 TK0628| TK0627 BOUNDARY MON 413 CD US              APPROX. 2.1 KM 2700627.0 |
 TK0628|---------------------------------------------------------------------|
 TK0628
 TK0628                          SUPERSEDED SURVEY CONTROL
 TK0628
 TK0628  NAD 83(1986)-  49 00 01.43468(N)    109 23 31.28655(W) AD(       ) 3
 TK0628
 TK0628.Superseded values are not recommended for survey control.
 TK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0628.See file dsdata.txt to determine how the superseded data were derived.
 TK0628
 TK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV1760828746(NAD 83)
 TK0628_MARKER: Z = SEE DESCRIPTION
 TK0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0628+STABILITY: SURFACE MOTION
 TK0628
 TK0628  HISTORY     - Date     Condition        Report By
 TK0628  HISTORY     - 1909     MONUMENTED       IBC
 TK0628  HISTORY     - 1975     GOOD             IBC
 TK0628
 TK0628                          STATION DESCRIPTION
 TK0628
 TK0628'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0628'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0628'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0628'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0628'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0628'
 TK0628'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0628'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0628'---OCTOBER 20, 1818---.
 TK0628'
 TK0628'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0628'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0628'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0628'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0628'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0628'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0628'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0628'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0628'
 TK0628'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0628'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0628'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0628'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0628'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0628'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0628'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0628'AND---CANADA---ON THE WEST SIDE.
 TK0628'
 TK0628'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0628'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0628'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0628'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0628'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0628
 TK0628                          STATION RECOVERY (1975)
 TK0628
 TK0628'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0629 ***********************************************************************
 TK0629  DESIGNATION -  BOUNDARY MON 415 CD US
 TK0629  PID         -  TK0629
 TK0629  STATE/COUNTY-  MT/BLAINE
 TK0629  USGS QUAD   -  
 TK0629
 TK0629                         *CURRENT SURVEY CONTROL
 TK0629  ___________________________________________________________________
 TK0629* NAD 83(1992)-  49 00 01.32562(N)    109 21 55.47879(W)     ADJUSTED  
 TK0629* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 TK0629  ___________________________________________________________________
 TK0629  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 TK0629  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 TK0629
 TK0629  HORZ ORDER  -  THIRD
 TK0629
 TK0629.The horizontal coordinates were established by classical geodetic methods
 TK0629.and adjusted by the National Geodetic Survey in July 1992..
 TK0629
 TK0629.The orthometric height was scaled from a topographic map.
 TK0629
 TK0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0629
 TK0629.The geoid height was determined by GEOID03.
 TK0629
 TK0629;                    North         East     Units Scale Factor Converg.
 TK0629;SPC MT       -   527,916.967   609,848.060   MT  1.00000023   +0 05 54.4
 TK0629;SPC MT       - 1,732,011.05  2,000,813.85   iFT  1.00000023   +0 05 54.4
 TK0629;UTM  12      - 5,428,783.958   619,554.862   MT  0.99977559   +1 14 01.7
 TK0629
 TK0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0629!SPC MT       -   0.99986488  x   1.00000023  =   0.99986511
 TK0629!UTM  12      -   0.99986488  x   0.99977559  =   0.99964050
 TK0629
 TK0629:                Primary Azimuth Mark                     Grid Az
 TK0629:SPC MT       -  BOUNDARY MON 414 CD US                   270 00 28.6
 TK0629:UTM  12      -  BOUNDARY MON 414 CD US                   268 52 21.3
 TK0629
 TK0629|---------------------------------------------------------------------|
 TK0629| PID    Reference Object                     Distance      Geod. Az  |
 TK0629|                                                           dddmmss.s |
 TK0629| TK0628 BOUNDARY MON 414 CD US              APPROX. 1.9 KM 2700623.0 |
 TK0629|---------------------------------------------------------------------|
 TK0629
 TK0629                          SUPERSEDED SURVEY CONTROL
 TK0629
 TK0629  NAD 83(1986)-  49 00 01.32877(N)    109 21 55.48042(W) AD(       ) 3
 TK0629
 TK0629.Superseded values are not recommended for survey control.
 TK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0629.See file dsdata.txt to determine how the superseded data were derived.
 TK0629
 TK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV1955528784(NAD 83)
 TK0629_MARKER: Z = SEE DESCRIPTION
 TK0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0629+STABILITY: SURFACE MOTION
 TK0629
 TK0629  HISTORY     - Date     Condition        Report By
 TK0629  HISTORY     - 1909     MONUMENTED       IBC
 TK0629  HISTORY     - 1975     GOOD             IBC
 TK0629
 TK0629                          STATION DESCRIPTION
 TK0629
 TK0629'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0629'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0629'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0629'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0629'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0629'
 TK0629'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0629'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0629'---OCTOBER 20, 1818---.
 TK0629'
 TK0629'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0629'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0629'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0629'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0629'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0629'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0629'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0629'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0629'
 TK0629'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0629'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0629'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0629'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0629'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0629'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0629'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0629'AND---CANADA---ON THE WEST SIDE.
 TK0629'
 TK0629'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0629'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0629'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0629'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0629'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0629
 TK0629                          STATION RECOVERY (1975)
 TK0629
 TK0629'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0630 ***********************************************************************
 TK0630  DESIGNATION -  BOUNDARY MON 416 CD US
 TK0630  PID         -  TK0630
 TK0630  STATE/COUNTY-  MT/BLAINE
 TK0630  USGS QUAD   -  
 TK0630
 TK0630                         *CURRENT SURVEY CONTROL
 TK0630  ___________________________________________________________________
 TK0630* NAD 83(1992)-  49 00 01.00537(N)    109 19 57.02122(W)     ADJUSTED  
 TK0630* NAVD 88     -       885.     (meters)    2904.     (feet)  SCALED    
 TK0630  ___________________________________________________________________
 TK0630  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 TK0630  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TK0630
 TK0630  HORZ ORDER  -  THIRD
 TK0630
 TK0630.The horizontal coordinates were established by classical geodetic methods
 TK0630.and adjusted by the National Geodetic Survey in July 1992..
 TK0630
 TK0630.The orthometric height was scaled from a topographic map.
 TK0630
 TK0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0630
 TK0630.The geoid height was determined by GEOID03.
 TK0630
 TK0630;                    North         East     Units Scale Factor Converg.
 TK0630;SPC MT       -   527,911.717   612,255.768   MT  1.00000017   +0 07 21.1
 TK0630;SPC MT       - 1,731,993.82  2,008,713.15   iFT  1.00000017   +0 07 21.1
 TK0630;UTM  12      - 5,428,826.423   621,961.670   MT  0.99978273   +1 15 31.1
 TK0630
 TK0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0630!SPC MT       -   0.99986395  x   1.00000017  =   0.99986412
 TK0630!UTM  12      -   0.99986395  x   0.99978273  =   0.99964671
 TK0630
 TK0630:                Primary Azimuth Mark                     Grid Az
 TK0630:SPC MT       -  BOUNDARY MON 415 CD US                   270 07 31.1
 TK0630:UTM  12      -  BOUNDARY MON 415 CD US                   268 59 21.1
 TK0630
 TK0630|---------------------------------------------------------------------|
 TK0630| PID    Reference Object                     Distance      Geod. Az  |
 TK0630|                                                           dddmmss.s |
 TK0630| TK0629 BOUNDARY MON 415 CD US              APPROX. 2.4 KM 2701452.2 |
 TK0630|---------------------------------------------------------------------|
 TK0630
 TK0630                          SUPERSEDED SURVEY CONTROL
 TK0630
 TK0630  NAD 83(1986)-  49 00 01.00878(N)    109 19 57.02373(W) AD(       ) 3
 TK0630
 TK0630.Superseded values are not recommended for survey control.
 TK0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0630.See file dsdata.txt to determine how the superseded data were derived.
 TK0630
 TK0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV2196228826(NAD 83)
 TK0630_MARKER: Z = SEE DESCRIPTION
 TK0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0630+STABILITY: SURFACE MOTION
 TK0630
 TK0630  HISTORY     - Date     Condition        Report By
 TK0630  HISTORY     - 1909     MONUMENTED       IBC
 TK0630  HISTORY     - 1975     GOOD             IBC
 TK0630
 TK0630                          STATION DESCRIPTION
 TK0630
 TK0630'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0630'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0630'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0630'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0630'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0630'
 TK0630'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0630'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0630'---OCTOBER 20, 1818---.
 TK0630'
 TK0630'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0630'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0630'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0630'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0630'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0630'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0630'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0630'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0630'
 TK0630'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0630'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0630'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0630'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0630'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0630'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0630'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0630'AND---CANADA---ON THE WEST SIDE.
 TK0630'
 TK0630'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0630'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0630'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0630'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0630'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0630
 TK0630                          STATION RECOVERY (1975)
 TK0630
 TK0630'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0631 ***********************************************************************
 TK0631  DESIGNATION -  BOUNDARY MON 417 CD US
 TK0631  PID         -  TK0631
 TK0631  STATE/COUNTY-  MT/BLAINE
 TK0631  USGS QUAD   -  
 TK0631
 TK0631                         *CURRENT SURVEY CONTROL
 TK0631  ___________________________________________________________________
 TK0631* NAD 83(1992)-  49 00 00.70798(N)    109 18 07.44428(W)     ADJUSTED  
 TK0631* NAVD 88     -       883.     (meters)    2897.     (feet)  SCALED    
 TK0631  ___________________________________________________________________
 TK0631  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 TK0631  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TK0631
 TK0631  HORZ ORDER  -  THIRD
 TK0631
 TK0631.The horizontal coordinates were established by classical geodetic methods
 TK0631.and adjusted by the National Geodetic Survey in July 1992..
 TK0631
 TK0631.The orthometric height was scaled from a topographic map.
 TK0631
 TK0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0631
 TK0631.The geoid height was determined by GEOID03.
 TK0631
 TK0631;                    North         East     Units Scale Factor Converg.
 TK0631;SPC MT       -   527,907.725   614,482.979   MT  1.00000012   +0 08 41.2
 TK0631;SPC MT       - 1,731,980.73  2,016,020.27   iFT  1.00000012   +0 08 41.2
 TK0631;UTM  12      - 5,428,866.598   624,188.045   MT  0.99978946   +1 16 53.8
 TK0631
 TK0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0631!SPC MT       -   0.99986426  x   1.00000012  =   0.99986438
 TK0631!UTM  12      -   0.99986426  x   0.99978946  =   0.99965375
 TK0631
 TK0631:                Primary Azimuth Mark                     Grid Az
 TK0631:SPC MT       -  BOUNDARY MON 416 CD US                   270 06 11.0
 TK0631:UTM  12      -  BOUNDARY MON 416 CD US                   268 57 58.4
 TK0631
 TK0631|---------------------------------------------------------------------|
 TK0631| PID    Reference Object                     Distance      Geod. Az  |
 TK0631|                                                           dddmmss.s |
 TK0631| TK0630 BOUNDARY MON 416 CD US              APPROX. 2.2 KM 2701452.2 |
 TK0631|---------------------------------------------------------------------|
 TK0631
 TK0631                          SUPERSEDED SURVEY CONTROL
 TK0631
 TK0631  NAD 83(1986)-  49 00 00.71157(N)    109 18 07.44768(W) AD(       ) 3
 TK0631
 TK0631.Superseded values are not recommended for survey control.
 TK0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0631.See file dsdata.txt to determine how the superseded data were derived.
 TK0631
 TK0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV2418828867(NAD 83)
 TK0631_MARKER: Z = SEE DESCRIPTION
 TK0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0631+STABILITY: SURFACE MOTION
 TK0631
 TK0631  HISTORY     - Date     Condition        Report By
 TK0631  HISTORY     - 1909     MONUMENTED       IBC
 TK0631  HISTORY     - 1975     GOOD             IBC
 TK0631
 TK0631                          STATION DESCRIPTION
 TK0631
 TK0631'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0631'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0631'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0631'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0631'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0631'
 TK0631'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0631'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0631'---OCTOBER 20, 1818---.
 TK0631'
 TK0631'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0631'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0631'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0631'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0631'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0631'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0631'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0631'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0631'
 TK0631'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0631'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0631'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0631'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0631'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0631'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0631'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0631'AND---CANADA---ON THE WEST SIDE.
 TK0631'
 TK0631'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0631'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0631'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0631'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0631'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0631
 TK0631                          STATION RECOVERY (1975)
 TK0631
 TK0631'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0588 ***********************************************************************
 TK0588  DESIGNATION -  BOUNDARY MON 418 CD US
 TK0588  PID         -  TK0588
 TK0588  STATE/COUNTY-  MT/BLAINE
 TK0588  USGS QUAD   -  
 TK0588
 TK0588                         *CURRENT SURVEY CONTROL
 TK0588  ___________________________________________________________________
 TK0588* NAD 83(1992)-  49 00 00.47651(N)    109 16 42.04920(W)     ADJUSTED  
 TK0588* NAVD 88     -       888.4    (meters)    2915.     (feet)  VERTCON   
 TK0588  ___________________________________________________________________
 TK0588  X           -  -1,384,349.933 (meters)                     COMP
 TK0588  Y           -  -3,957,877.217 (meters)                     COMP
 TK0588  Z           -   4,791,226.800 (meters)                     COMP
 TK0588  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 TK0588  ELLIP HEIGHT-         872.38  (meters)          (07/28/92) GPS OBS
 TK0588  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TK0588
 TK0588  HORZ ORDER  -  FIRST
 TK0588  ELLP ORDER  -  FIFTH     CLASS I
 TK0588
 TK0588.The horizontal coordinates were established by GPS observations
 TK0588.and adjusted by the National Geodetic Survey in July 1992..
 TK0588
 TK0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0588
 TK0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0588
 TK0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0588
 TK0588.The ellipsoidal height was determined by GPS observations
 TK0588.and is referenced to NAD 83.
 TK0588
 TK0588.The geoid height was determined by GEOID03.
 TK0588
 TK0588;                    North         East     Units Scale Factor Converg.
 TK0588;SPC MT       -   527,905.224   616,218.684   MT  1.00000008   +0 09 43.7
 TK0588;SPC MT       - 1,731,972.52  2,021,714.84   iFT  1.00000008   +0 09 43.7
 TK0588;UTM  12      - 5,428,898.535   625,923.097   MT  0.99979480   +1 17 58.3
 TK0588
 TK0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0588!SPC MT       -   0.99986331  x   1.00000008  =   0.99986339
 TK0588!UTM  12      -   0.99986331  x   0.99979480  =   0.99965813
 TK0588
 TK0588:                Primary Azimuth Mark                     Grid Az
 TK0588:SPC MT       -  BOUNDARY MON 417 CD US                   270 04 58.3
 TK0588:UTM  12      -  BOUNDARY MON 417 CD US                   268 56 43.7
 TK0588
 TK0588|---------------------------------------------------------------------|
 TK0588| PID    Reference Object                     Distance      Geod. Az  |
 TK0588|                                                           dddmmss.s |
 TK0588| TK0631 BOUNDARY MON 417 CD US              APPROX. 1.7 KM 2701442.0 |
 TK0588|---------------------------------------------------------------------|
 TK0588
 TK0588                          SUPERSEDED SURVEY CONTROL
 TK0588
 TK0588  NAD 83(1986)-  49 00 00.48004(N)    109 16 42.05349(W) AD(       ) 1
 TK0588  NGVD 29 (08/25/89)  887.5    (m)         2912.     (f) GPS OBS        
 TK0588
 TK0588.Superseded values are not recommended for survey control.
 TK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0588.See file dsdata.txt to determine how the superseded data were derived.
 TK0588
 TK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV2592328899(NAD 83)
 TK0588_MARKER: DU = BOUNDARY MARKER
 TK0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0588_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TK0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0588+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988
 TK0588
 TK0588  HISTORY     - Date     Condition        Report By
 TK0588  HISTORY     - 1909     MONUMENTED       IBC
 TK0588  HISTORY     - 1909     GOOD             IBC
 TK0588  HISTORY     - 1975     GOOD             IBC
 TK0588  HISTORY     - 19880808 SEE DESCRIPTION  NGS
 TK0588
 TK0588                          STATION DESCRIPTION
 TK0588
 TK0588'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0588'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0588'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0588'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0588'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0588'
 TK0588'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0588'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0588'---OCTOBER 20, 1818---.
 TK0588'
 TK0588'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0588'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0588'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0588'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0588'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0588'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0588'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0588'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0588'
 TK0588'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0588'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0588'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0588'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0588'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0588'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0588'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0588'AND---CANADA---ON THE WEST SIDE.
 TK0588'
 TK0588'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0588'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0588'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0588'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0588'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0588
 TK0588                          STATION RECOVERY (1909)
 TK0588
 TK0588'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TK0588'RECOVERED IN GOOD CONDITION.
 TK0588
 TK0588                          STATION RECOVERY (1975)
 TK0588
 TK0588'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0588'RECOVERED IN GOOD CONDITION.
 TK0588
 TK0588                          STATION RECOVERY (1988)
 TK0588
 TK0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TK0588'THE MONUMENT IS LOCATED ABOUT 49.5 KM (30.75 MI) NORTHWEST OF
 TK0588'HOGELAND, 46.3 KM (28.75 MI) NORTH OF CHINOOK AND ABOUT 33.4 KM
 TK0588'(20.75 MI) EAST OF THE WILLOW CREEK, MONTANA - WILLOW CREEK,
 TK0588'SASKATCHEWAN BORDER CROSSING.
 TK0588'TO REACH THE MONUMENT FROM THE POST OFFICE IN CHINOOK, GO NORTH ON
 TK0588'PENNSYLVANIA STREET FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF U.S.
 TK0588'HIGHWAY 2.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 2 FOR 13.9 KM
 TK0588'(8.65 MI) TO A SIDE ROAD LEFT JUST BEFORE REACHING THE SMALL TOWN OF
 TK0588'ZURICH.  TURN LEFT, CROSSING THE RAILROAD TRACKS, AND GO NORTH ON A
 TK0588'GRAVEL ROAD FOR 30.9 KM (19.20 MI) TO A CROSSROAD.  TURN LEFT AND GO
 TK0588'WEST FOR 6.84 KM (4.25 MI) TO T-INTERSECTION.  TURN RIGHT AND GO
 TK0588'NORTH FOR 6.4 KM (4.00 MI) TO AN OFFSET CROSSROAD.  TURN LEFT AND GO
 TK0588'WEST FOR 8.29 KM (5.15 MI) TO AN OFFSET CROSSROAD.  TURN RIGHT AND GO
 TK0588'NORTH ON A TRACK ROAD FOR 9.8 KM (6.10 MI) TO A GATE IN AN EAST-WEST
 TK0588'FENCE AT THE BOUNDARY.  PASS THROUGH THE GATE, TURN LEFT, AND GO WEST
 TK0588'ALONG THE NORTH SIDE OF THE FENCE FOR 2.3 KM (1.45 MI) TO THE
 TK0588'MONUMENT.
 TK0588'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.47 KM
 TK0588'(0.90 MI) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE.
 TK0588'INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF
 TK0588'1818-- ON THE EAST SIDE, --TREATY OF 1908-- ON THE WEST SIDE,
 TK0588'--UNITED STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.
 TK0588'THE NUMBER --418-- IS DRILLED NEAR THE TOP OF THE EAST SIDE OF THE
 TK0588'OBELISK.
 TK0588'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 3 CM TO THE EAST.
 TK0588'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2.0 CM WEST OF THE CENTER OF
 TK0588'THE APEX OF THE OBELISK AND ON THE TOP OF THE WEST FACE OF THE
 TK0588'OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY
 TK0588'WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK WILL BE
 TK0588'REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH
 TK0588'MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TK0588'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0633 ***********************************************************************
 TK0633  DESIGNATION -  BOUNDARY MON 419 CD US
 TK0633  PID         -  TK0633
 TK0633  STATE/COUNTY-  MT/BLAINE
 TK0633  USGS QUAD   -  
 TK0633
 TK0633                         *CURRENT SURVEY CONTROL
 TK0633  ___________________________________________________________________
 TK0633* NAD 83(1992)-  49 00 00.20017(N)    109 14 30.55567(W)     ADJUSTED  
 TK0633* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 TK0633  ___________________________________________________________________
 TK0633  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 TK0633  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TK0633
 TK0633  HORZ ORDER  -  THIRD
 TK0633
 TK0633.The horizontal coordinates were established by classical geodetic methods
 TK0633.and adjusted by the National Geodetic Survey in July 1992..
 TK0633
 TK0633.The orthometric height was scaled from a topographic map.
 TK0633
 TK0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0633
 TK0633.The geoid height was determined by GEOID03.
 TK0633
 TK0633;                    North         East     Units Scale Factor Converg.
 TK0633;SPC MT       -   527,904.874   618,891.364   MT  1.00000003   +0 11 19.9
 TK0633;SPC MT       - 1,731,971.37  2,030,483.48   iFT  1.00000003   +0 11 19.9
 TK0633;UTM  12      - 5,428,951.246   628,594.720   MT  0.99980315   +1 19 37.5
 TK0633
 TK0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0633!SPC MT       -   0.99986771  x   1.00000003  =   0.99986774
 TK0633!UTM  12      -   0.99986771  x   0.99980315  =   0.99967089
 TK0633
 TK0633:                Primary Azimuth Mark                     Grid Az
 TK0633:SPC MT       -  BOUNDARY MON 418 CD US                   270 00 28.5
 TK0633:UTM  12      -  BOUNDARY MON 418 CD US                   268 52 10.9
 TK0633
 TK0633|---------------------------------------------------------------------|
 TK0633| PID    Reference Object                     Distance      Geod. Az  |
 TK0633|                                                           dddmmss.s |
 TK0633| TK0588 BOUNDARY MON 418 CD US              APPROX. 2.7 KM 2701148.4 |
 TK0633|---------------------------------------------------------------------|
 TK0633
 TK0633                          SUPERSEDED SURVEY CONTROL
 TK0633
 TK0633  NAD 83(1986)-  49 00 00.20313(N)    109 14 30.56000(W) AD(       ) 3
 TK0633
 TK0633.Superseded values are not recommended for survey control.
 TK0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0633.See file dsdata.txt to determine how the superseded data were derived.
 TK0633
 TK0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV2859528951(NAD 83)
 TK0633_MARKER: Z = SEE DESCRIPTION
 TK0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0633+STABILITY: SURFACE MOTION
 TK0633
 TK0633  HISTORY     - Date     Condition        Report By
 TK0633  HISTORY     - 1909     MONUMENTED       IBC
 TK0633  HISTORY     - 1975     GOOD             IBC
 TK0633
 TK0633                          STATION DESCRIPTION
 TK0633
 TK0633'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0633'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0633'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0633'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0633'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0633'
 TK0633'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0633'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0633'---OCTOBER 20, 1818---.
 TK0633'
 TK0633'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0633'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0633'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0633'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0633'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0633'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0633'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0633'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0633'
 TK0633'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0633'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0633'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0633'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0633'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0633'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0633'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0633'AND---CANADA---ON THE WEST SIDE.
 TK0633'
 TK0633'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0633'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0633'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0633'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0633'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0633
 TK0633                          STATION RECOVERY (1975)
 TK0633
 TK0633'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0634 ***********************************************************************
 TK0634  DESIGNATION -  BOUNDARY MON 420 CD US
 TK0634  PID         -  TK0634
 TK0634  STATE/COUNTY-  MT/BLAINE
 TK0634  USGS QUAD   -  RICHMOND RESERVOIR NW (1984)
 TK0634
 TK0634                         *CURRENT SURVEY CONTROL
 TK0634  ___________________________________________________________________
 TK0634* NAD 83(1992)-  48 59 59.95902(N)    109 12 40.30040(W)     ADJUSTED  
 TK0634* NAVD 88     -       873.     (meters)    2864.     (feet)  SCALED    
 TK0634  ___________________________________________________________________
 TK0634  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TK0634  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TK0634
 TK0634  HORZ ORDER  -  THIRD
 TK0634
 TK0634.The horizontal coordinates were established by classical geodetic methods
 TK0634.and adjusted by the National Geodetic Survey in July 1992..
 TK0634
 TK0634.The orthometric height was scaled from a topographic map.
 TK0634
 TK0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0634
 TK0634.The geoid height was determined by GEOID03.
 TK0634
 TK0634;                    North         East     Units Scale Factor Converg.
 TK0634;SPC MT       -   527,905.249   621,132.369   MT  0.99999999   +0 12 40.5
 TK0634;SPC MT       - 1,731,972.60  2,037,835.86   iFT  0.99999999   +0 12 40.5
 TK0634;UTM  12      - 5,428,996.144   630,834.841   MT  0.99981029   +1 21 00.8
 TK0634
 TK0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0634!SPC MT       -   0.99986583  x   0.99999999  =   0.99986582
 TK0634!UTM  12      -   0.99986583  x   0.99981029  =   0.99967615
 TK0634
 TK0634:                Primary Azimuth Mark                     Grid Az
 TK0634:SPC MT       -  BOUNDARY MON 419 CD US                   269 59 26.8
 TK0634:UTM  12      -  BOUNDARY MON 419 CD US                   268 51 06.5
 TK0634
 TK0634|---------------------------------------------------------------------|
 TK0634| PID    Reference Object                     Distance      Geod. Az  |
 TK0634|                                                           dddmmss.s |
 TK0634| TK0633 BOUNDARY MON 419 CD US              APPROX. 2.2 KM 2701207.3 |
 TK0634|---------------------------------------------------------------------|
 TK0634
 TK0634                          SUPERSEDED SURVEY CONTROL
 TK0634
 TK0634  NAD 83(1986)-  48 59 59.96132(N)    109 12 40.30473(W) AD(       ) 3
 TK0634
 TK0634.Superseded values are not recommended for survey control.
 TK0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0634.See file dsdata.txt to determine how the superseded data were derived.
 TK0634
 TK0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV3083528996(NAD 83)
 TK0634_MARKER: Z = SEE DESCRIPTION
 TK0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0634+STABILITY: SURFACE MOTION
 TK0634
 TK0634  HISTORY     - Date     Condition        Report By
 TK0634  HISTORY     - 1909     MONUMENTED       IBC
 TK0634  HISTORY     - 1975     GOOD             IBC
 TK0634
 TK0634                          STATION DESCRIPTION
 TK0634
 TK0634'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0634'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0634'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0634'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0634'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0634'
 TK0634'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0634'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0634'---OCTOBER 20, 1818---.
 TK0634'
 TK0634'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0634'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0634'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0634'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0634'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0634'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0634'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0634'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0634'
 TK0634'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0634'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0634'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0634'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0634'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0634'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0634'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0634'AND---CANADA---ON THE WEST SIDE.
 TK0634'
 TK0634'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0634'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0634'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0634'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0634'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0634
 TK0634                          STATION RECOVERY (1975)
 TK0634
 TK0634'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0635 ***********************************************************************
 TK0635  DESIGNATION -  BOUNDARY MON 421 CD US
 TK0635  PID         -  TK0635
 TK0635  STATE/COUNTY-  MT/BLAINE
 TK0635  USGS QUAD   -  RICHMOND RESERVOIR NW (1984)
 TK0635
 TK0635                         *CURRENT SURVEY CONTROL
 TK0635  ___________________________________________________________________
 TK0635* NAD 83(1992)-  48 59 59.80895(N)    109 11 31.28396(W)     ADJUSTED  
 TK0635* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 TK0635  ___________________________________________________________________
 TK0635  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 TK0635  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TK0635
 TK0635  HORZ ORDER  -  THIRD
 TK0635
 TK0635.The horizontal coordinates were established by classical geodetic methods
 TK0635.and adjusted by the National Geodetic Survey in July 1992..
 TK0635
 TK0635.The orthometric height was scaled from a topographic map.
 TK0635
 TK0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0635
 TK0635.The geoid height was determined by GEOID03.
 TK0635
 TK0635;                    North         East     Units Scale Factor Converg.
 TK0635;SPC MT       -   527,905.957   622,535.171   MT  0.99999997   +0 13 31.0
 TK0635;SPC MT       - 1,731,974.92  2,042,438.23   iFT  0.99999997   +0 13 31.0
 TK0635;UTM  12      - 5,429,024.736   632,237.089   MT  0.99981482   +1 21 52.9
 TK0635
 TK0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0635!SPC MT       -   0.99986631  x   0.99999997  =   0.99986628
 TK0635!UTM  12      -   0.99986631  x   0.99981482  =   0.99968115
 TK0635
 TK0635:                Primary Azimuth Mark                     Grid Az
 TK0635:SPC MT       -  BOUNDARY MON 420 CD US                   269 58 16.7
 TK0635:UTM  12      -  BOUNDARY MON 420 CD US                   268 49 54.8
 TK0635
 TK0635|---------------------------------------------------------------------|
 TK0635| PID    Reference Object                     Distance      Geod. Az  |
 TK0635|                                                           dddmmss.s |
 TK0635| TK0634 BOUNDARY MON 420 CD US              APPROX. 1.4 KM 2701147.7 |
 TK0635|---------------------------------------------------------------------|
 TK0635
 TK0635                          SUPERSEDED SURVEY CONTROL
 TK0635
 TK0635  NAD 83(1986)-  48 59 59.81080(N)    109 11 31.28830(W) AD(       ) 3
 TK0635
 TK0635.Superseded values are not recommended for survey control.
 TK0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0635.See file dsdata.txt to determine how the superseded data were derived.
 TK0635
 TK0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV3223729025(NAD 83)
 TK0635_MARKER: Z = SEE DESCRIPTION
 TK0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0635+STABILITY: SURFACE MOTION
 TK0635
 TK0635  HISTORY     - Date     Condition        Report By
 TK0635  HISTORY     - 1909     MONUMENTED       IBC
 TK0635  HISTORY     - 1975     GOOD             IBC
 TK0635
 TK0635                          STATION DESCRIPTION
 TK0635
 TK0635'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0635'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0635'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0635'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0635'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0635'
 TK0635'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0635'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0635'---OCTOBER 20, 1818---.
 TK0635'
 TK0635'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0635'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0635'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0635'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0635'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0635'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0635'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0635'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0635'
 TK0635'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0635'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0635'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0635'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0635'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0635'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0635'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0635'AND---CANADA---ON THE WEST SIDE.
 TK0635'
 TK0635'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0635'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0635'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0635'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0635'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0635
 TK0635                          STATION RECOVERY (1975)
 TK0635
 TK0635'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0636 ***********************************************************************
 TK0636  DESIGNATION -  BOUNDARY MON 422 CD US
 TK0636  PID         -  TK0636
 TK0636  STATE/COUNTY-  MT/BLAINE
 TK0636  USGS QUAD   -  RICHMOND RESERVOIR NW (1984)
 TK0636
 TK0636                         *CURRENT SURVEY CONTROL
 TK0636  ___________________________________________________________________
 TK0636* NAD 83(1992)-  48 59 59.62291(N)    109 10 05.78592(W)     ADJUSTED  
 TK0636* NAVD 88     -       863.     (meters)    2831.     (feet)  SCALED    
 TK0636  ___________________________________________________________________
 TK0636  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 TK0636  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TK0636
 TK0636  HORZ ORDER  -  THIRD
 TK0636
 TK0636.The horizontal coordinates were established by classical geodetic methods
 TK0636.and adjusted by the National Geodetic Survey in July 1992..
 TK0636
 TK0636.The orthometric height was scaled from a topographic map.
 TK0636
 TK0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0636
 TK0636.The geoid height was determined by GEOID03.
 TK0636
 TK0636;                    North         East     Units Scale Factor Converg.
 TK0636;SPC MT       -   527,907.307   624,272.973   MT  0.99999994   +0 14 33.6
 TK0636;SPC MT       - 1,731,979.35  2,048,139.68   iFT  0.99999994   +0 14 33.6
 TK0636;UTM  12      - 5,429,060.643   633,974.203   MT  0.99982050   +1 22 57.4
 TK0636
 TK0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0636!SPC MT       -   0.99986740  x   0.99999994  =   0.99986734
 TK0636!UTM  12      -   0.99986740  x   0.99982050  =   0.99968793
 TK0636
 TK0636:                Primary Azimuth Mark                     Grid Az
 TK0636:SPC MT       -  BOUNDARY MON 421 CD US                   269 57 20.8
 TK0636:UTM  12      -  BOUNDARY MON 421 CD US                   268 48 57.0
 TK0636
 TK0636|---------------------------------------------------------------------|
 TK0636| PID    Reference Object                     Distance      Geod. Az  |
 TK0636|                                                           dddmmss.s |
 TK0636| TK0635 BOUNDARY MON 421 CD US              APPROX. 1.7 KM 2701154.4 |
 TK0636|---------------------------------------------------------------------|
 TK0636
 TK0636                          SUPERSEDED SURVEY CONTROL
 TK0636
 TK0636  NAD 83(1986)-  48 59 59.62425(N)    109 10 05.79026(W) AD(       ) 3
 TK0636
 TK0636.Superseded values are not recommended for survey control.
 TK0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0636.See file dsdata.txt to determine how the superseded data were derived.
 TK0636
 TK0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV3397429061(NAD 83)
 TK0636_MARKER: Z = SEE DESCRIPTION
 TK0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0636+STABILITY: SURFACE MOTION
 TK0636
 TK0636  HISTORY     - Date     Condition        Report By
 TK0636  HISTORY     - 1909     MONUMENTED       IBC
 TK0636  HISTORY     - 1975     GOOD             IBC
 TK0636
 TK0636                          STATION DESCRIPTION
 TK0636
 TK0636'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0636'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0636'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0636'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0636'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0636'
 TK0636'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0636'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0636'---OCTOBER 20, 1818---.
 TK0636'
 TK0636'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0636'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0636'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0636'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0636'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0636'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0636'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0636'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0636'
 TK0636'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0636'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0636'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0636'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0636'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0636'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0636'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0636'AND---CANADA---ON THE WEST SIDE.
 TK0636'
 TK0636'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0636'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0636'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0636'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0636'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0636
 TK0636                          STATION RECOVERY (1975)
 TK0636
 TK0636'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0637 ***********************************************************************
 TK0637  DESIGNATION -  BOUNDARY MON 423 CD US
 TK0637  PID         -  TK0637
 TK0637  STATE/COUNTY-  MT/BLAINE
 TK0637  USGS QUAD   -  RICHMOND RESERVOIR NW (1984)
 TK0637
 TK0637                         *CURRENT SURVEY CONTROL
 TK0637  ___________________________________________________________________
 TK0637* NAD 83(1992)-  48 59 59.34135(N)    109 07 51.88592(W)     ADJUSTED  
 TK0637* NAVD 88     -       856.     (meters)    2808.     (feet)  SCALED    
 TK0637  ___________________________________________________________________
 TK0637  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 TK0637  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TK0637
 TK0637  HORZ ORDER  -  THIRD
 TK0637
 TK0637.The horizontal coordinates were established by classical geodetic methods
 TK0637.and adjusted by the National Geodetic Survey in July 1992..
 TK0637
 TK0637.The orthometric height was scaled from a topographic map.
 TK0637
 TK0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0637
 TK0637.The geoid height was determined by GEOID03.
 TK0637
 TK0637;                    North         East     Units Scale Factor Converg.
 TK0637;SPC MT       -   527,910.782   626,994.576   MT  0.99999989   +0 16 11.5
 TK0637;SPC MT       - 1,731,990.75  2,057,068.82   iFT  0.99999989   +0 16 11.5
 TK0637;UTM  12      - 5,429,118.274   636,694.723   MT  0.99982955   +1 24 38.5
 TK0637
 TK0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0637!SPC MT       -   0.99986850  x   0.99999989  =   0.99986839
 TK0637!UTM  12      -   0.99986850  x   0.99982955  =   0.99969807
 TK0637
 TK0637:                Primary Azimuth Mark                     Grid Az
 TK0637:SPC MT       -  BOUNDARY MON 422 CD US                   269 55 38.2
 TK0637:UTM  12      -  BOUNDARY MON 422 CD US                   268 47 11.2
 TK0637
 TK0637|---------------------------------------------------------------------|
 TK0637| PID    Reference Object                     Distance      Geod. Az  |
 TK0637|                                                           dddmmss.s |
 TK0637| TK0636 BOUNDARY MON 422 CD US              APPROX. 2.7 KM 2701149.7 |
 TK0637|---------------------------------------------------------------------|
 TK0637
 TK0637                          SUPERSEDED SURVEY CONTROL
 TK0637
 TK0637  NAD 83(1986)-  48 59 59.34208(N)    109 07 51.89025(W) AD(       ) 3
 TK0637
 TK0637.Superseded values are not recommended for survey control.
 TK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0637.See file dsdata.txt to determine how the superseded data were derived.
 TK0637
 TK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV3669529118(NAD 83)
 TK0637_MARKER: Z = SEE DESCRIPTION
 TK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0637+STABILITY: SURFACE MOTION
 TK0637
 TK0637  HISTORY     - Date     Condition        Report By
 TK0637  HISTORY     - 1909     MONUMENTED       IBC
 TK0637  HISTORY     - 1975     GOOD             IBC
 TK0637
 TK0637                          STATION DESCRIPTION
 TK0637
 TK0637'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0637'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0637'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0637'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0637'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0637'
 TK0637'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0637'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0637'---OCTOBER 20, 1818---.
 TK0637'
 TK0637'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0637'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0637'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0637'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0637'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0637'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0637'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0637'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0637'
 TK0637'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0637'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0637'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0637'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0637'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0637'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0637'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0637'AND---CANADA---ON THE WEST SIDE.
 TK0637'
 TK0637'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0637'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0637'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0637'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0637'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0637
 TK0637                          STATION RECOVERY (1975)
 TK0637
 TK0637'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0638 ***********************************************************************
 TK0638  DESIGNATION -  BOUNDARY MON 424 CD US
 TK0638  PID         -  TK0638
 TK0638  STATE/COUNTY-  MT/BLAINE
 TK0638  USGS QUAD   -  RICHMOND RESERVOIR NE (1984)
 TK0638
 TK0638                         *CURRENT SURVEY CONTROL
 TK0638  ___________________________________________________________________
 TK0638* NAD 83(1992)-  48 59 59.04391(N)    109 05 31.54112(W)     ADJUSTED  
 TK0638* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 TK0638  ___________________________________________________________________
 TK0638  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 TK0638  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TK0638
 TK0638  HORZ ORDER  -  THIRD
 TK0638
 TK0638.The horizontal coordinates were established by classical geodetic methods
 TK0638.and adjusted by the National Geodetic Survey in July 1992..
 TK0638
 TK0638.The orthometric height was scaled from a topographic map.
 TK0638
 TK0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0638
 TK0638.The geoid height was determined by GEOID03.
 TK0638
 TK0638;                    North         East     Units Scale Factor Converg.
 TK0638;SPC MT       -   527,915.739   629,847.177   MT  0.99999984   +0 17 54.2
 TK0638;SPC MT       - 1,732,007.02  2,066,427.75   iFT  0.99999984   +0 17 54.2
 TK0638;UTM  12      - 5,429,180.038   639,546.187   MT  0.99983923   +1 26 24.5
 TK0638
 TK0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0638!SPC MT       -   0.99986788  x   0.99999984  =   0.99986772
 TK0638!UTM  12      -   0.99986788  x   0.99983923  =   0.99970713
 TK0638
 TK0638:                Primary Azimuth Mark                     Grid Az
 TK0638:SPC MT       -  BOUNDARY MON 423 CD US                   269 54 03.1
 TK0638:UTM  12      -  BOUNDARY MON 423 CD US                   268 45 32.8
 TK0638
 TK0638|---------------------------------------------------------------------|
 TK0638| PID    Reference Object                     Distance      Geod. Az  |
 TK0638|                                                           dddmmss.s |
 TK0638| TK0637 BOUNDARY MON 423 CD US              APPROX. 2.9 KM 2701157.3 |
 TK0638|---------------------------------------------------------------------|
 TK0638
 TK0638                          SUPERSEDED SURVEY CONTROL
 TK0638
 TK0638  NAD 83(1986)-  48 59 59.04446(N)    109 05 31.54544(W) AD(       ) 3
 TK0638
 TK0638.Superseded values are not recommended for survey control.
 TK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0638.See file dsdata.txt to determine how the superseded data were derived.
 TK0638
 TK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV3954629180(NAD 83)
 TK0638_MARKER: Z = SEE DESCRIPTION
 TK0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0638+STABILITY: SURFACE MOTION
 TK0638
 TK0638  HISTORY     - Date     Condition        Report By
 TK0638  HISTORY     - 1909     MONUMENTED       IBC
 TK0638  HISTORY     - 1975     GOOD             IBC
 TK0638
 TK0638                          STATION DESCRIPTION
 TK0638
 TK0638'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0638'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0638'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0638'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0638'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0638'
 TK0638'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0638'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0638'---OCTOBER 20, 1818---.
 TK0638'
 TK0638'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0638'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0638'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0638'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0638'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0638'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0638'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0638'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0638'
 TK0638'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0638'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0638'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0638'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0638'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0638'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0638'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0638'AND---CANADA---ON THE WEST SIDE.
 TK0638'
 TK0638'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0638'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0638'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0638'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0638'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0638
 TK0638                          STATION RECOVERY (1975)
 TK0638
 TK0638'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0639 ***********************************************************************
 TK0639  DESIGNATION -  BOUNDARY MON 425 CD US
 TK0639  PID         -  TK0639
 TK0639  STATE/COUNTY-  MT/BLAINE
 TK0639  USGS QUAD   -  RICHMOND RESERVOIR NE (1984)
 TK0639
 TK0639                         *CURRENT SURVEY CONTROL
 TK0639  ___________________________________________________________________
 TK0639* NAD 83(1992)-  48 59 58.78549(N)    109 03 20.47043(W)     ADJUSTED  
 TK0639* NAVD 88     -       880.     (meters)    2887.     (feet)  SCALED    
 TK0639  ___________________________________________________________________
 TK0639  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 TK0639  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TK0639
 TK0639  HORZ ORDER  -  THIRD
 TK0639
 TK0639.The horizontal coordinates were established by classical geodetic methods
 TK0639.and adjusted by the National Geodetic Survey in July 1992..
 TK0639
 TK0639.The orthometric height was scaled from a topographic map.
 TK0639
 TK0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0639
 TK0639.The geoid height was determined by GEOID03.
 TK0639
 TK0639;                    North         East     Units Scale Factor Converg.
 TK0639;SPC MT       -   527,922.249   632,511.274   MT  0.99999979   +0 19 30.1
 TK0639;SPC MT       - 1,732,028.38  2,075,168.22   iFT  0.99999979   +0 19 30.1
 TK0639;UTM  12      - 5,429,239.643   642,209.209   MT  0.99984844   +1 28 03.5
 TK0639
 TK0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0639!SPC MT       -   0.99986474  x   0.99999979  =   0.99986453
 TK0639!UTM  12      -   0.99986474  x   0.99984844  =   0.99971320
 TK0639
 TK0639:                Primary Azimuth Mark                     Grid Az
 TK0639:SPC MT       -  BOUNDARY MON 424 CD US                   269 51 37.4
 TK0639:UTM  12      -  BOUNDARY MON 424 CD US                   268 43 04.0
 TK0639
 TK0639|---------------------------------------------------------------------|
 TK0639| PID    Reference Object                     Distance      Geod. Az  |
 TK0639|                                                           dddmmss.s |
 TK0639| TK0638 BOUNDARY MON 424 CD US              APPROX. 2.7 KM 2701107.5 |
 TK0639|---------------------------------------------------------------------|
 TK0639
 TK0639                          SUPERSEDED SURVEY CONTROL
 TK0639
 TK0639  NAD 83(1986)-  48 59 58.78653(N)    109 03 20.47474(W) AD(       ) 3
 TK0639
 TK0639.Superseded values are not recommended for survey control.
 TK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0639.See file dsdata.txt to determine how the superseded data were derived.
 TK0639
 TK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV4220929240(NAD 83)
 TK0639_MARKER: Z = SEE DESCRIPTION
 TK0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0639+STABILITY: SURFACE MOTION
 TK0639
 TK0639  HISTORY     - Date     Condition        Report By
 TK0639  HISTORY     - 1909     MONUMENTED       IBC
 TK0639  HISTORY     - 1975     GOOD             IBC
 TK0639
 TK0639                          STATION DESCRIPTION
 TK0639
 TK0639'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0639'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0639'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0639'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0639'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0639'
 TK0639'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0639'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0639'---OCTOBER 20, 1818---.
 TK0639'
 TK0639'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0639'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0639'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0639'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0639'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0639'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0639'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0639'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0639'
 TK0639'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0639'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0639'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0639'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0639'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0639'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0639'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0639'AND---CANADA---ON THE WEST SIDE.
 TK0639'
 TK0639'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0639'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0639'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0639'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0639'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0639
 TK0639                          STATION RECOVERY (1975)
 TK0639
 TK0639'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0640 ***********************************************************************
 TK0640  DESIGNATION -  BOUNDARY MON 426 CD US
 TK0640  PID         -  TK0640
 TK0640  STATE/COUNTY-  MT/BLAINE
 TK0640  USGS QUAD   -  RICHMOND RESERVOIR NE (1984)
 TK0640
 TK0640                         *CURRENT SURVEY CONTROL
 TK0640  ___________________________________________________________________
 TK0640* NAD 83(1992)-  48 59 58.62012(N)    109 01 55.48934(W)     ADJUSTED  
 TK0640* NAVD 88     -       891.     (meters)    2923.     (feet)  SCALED    
 TK0640  ___________________________________________________________________
 TK0640  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 TK0640  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TK0640
 TK0640  HORZ ORDER  -  THIRD
 TK0640
 TK0640.The horizontal coordinates were established by classical geodetic methods
 TK0640.and adjusted by the National Geodetic Survey in July 1992..
 TK0640
 TK0640.The orthometric height was scaled from a topographic map.
 TK0640
 TK0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0640
 TK0640.The geoid height was determined by GEOID03.
 TK0640
 TK0640;                    North         East     Units Scale Factor Converg.
 TK0640;SPC MT       -   527,927.199   634,238.569   MT  0.99999976   +0 20 32.2
 TK0640;SPC MT       - 1,732,044.62  2,080,835.20   iFT  0.99999976   +0 20 32.2
 TK0640;UTM  12      - 5,429,279.039   643,935.806   MT  0.99985451   +1 29 07.6
 TK0640
 TK0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0640!SPC MT       -   0.99986302  x   0.99999976  =   0.99986278
 TK0640!UTM  12      -   0.99986302  x   0.99985451  =   0.99971755
 TK0640
 TK0640:                Primary Azimuth Mark                     Grid Az
 TK0640:SPC MT       -  BOUNDARY MON 425 CD US                   269 50 09.9
 TK0640:UTM  12      -  BOUNDARY MON 425 CD US                   268 41 34.5
 TK0640
 TK0640|---------------------------------------------------------------------|
 TK0640| PID    Reference Object                     Distance      Geod. Az  |
 TK0640|                                                           dddmmss.s |
 TK0640| TK0639 BOUNDARY MON 425 CD US              APPROX. 1.7 KM 2701042.1 |
 TK0640|---------------------------------------------------------------------|
 TK0640
 TK0640                          SUPERSEDED SURVEY CONTROL
 TK0640
 TK0640  NAD 83(1986)-  48 59 58.62169(N)    109 01 55.49365(W) AD(       ) 3
 TK0640
 TK0640.Superseded values are not recommended for survey control.
 TK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0640.See file dsdata.txt to determine how the superseded data were derived.
 TK0640
 TK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV4393629279(NAD 83)
 TK0640_MARKER: Z = SEE DESCRIPTION
 TK0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0640+STABILITY: SURFACE MOTION
 TK0640
 TK0640  HISTORY     - Date     Condition        Report By
 TK0640  HISTORY     - 1909     MONUMENTED       IBC
 TK0640  HISTORY     - 1975     GOOD             IBC
 TK0640
 TK0640                          STATION DESCRIPTION
 TK0640
 TK0640'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0640'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0640'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0640'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0640'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0640'
 TK0640'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0640'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0640'---OCTOBER 20, 1818---.
 TK0640'
 TK0640'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0640'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0640'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0640'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0640'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0640'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0640'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0640'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0640'
 TK0640'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0640'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0640'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0640'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0640'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0640'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0640'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0640'AND---CANADA---ON THE WEST SIDE.
 TK0640'
 TK0640'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0640'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0640'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0640'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0640'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0640
 TK0640                          STATION RECOVERY (1975)
 TK0640
 TK0640'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0589 ***********************************************************************
 TK0589  DESIGNATION -  BOUNDARY MON 427 CD US
 TK0589  PID         -  TK0589
 TK0589  STATE/COUNTY-  MT/BLAINE
 TK0589  USGS QUAD   -  IRVINS COULEE (1984)
 TK0589
 TK0589                         *CURRENT SURVEY CONTROL
 TK0589  ___________________________________________________________________
 TK0589* NAD 83(1992)-  48 59 58.37552(N)    108 59 50.52822(W)     ADJUSTED  
 TK0589* NAVD 88     -       930.6    (meters)    3053.     (feet)  VERTCON   
 TK0589  ___________________________________________________________________
 TK0589  X           -  -1,364,948.906 (meters)                     COMP
 TK0589  Y           -  -3,964,690.882 (meters)                     COMP
 TK0589  Z           -   4,791,215.994 (meters)                     COMP
 TK0589  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 TK0589  ELLIP HEIGHT-         914.49  (meters)          (07/28/92) GPS OBS
 TK0589  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TK0589
 TK0589  HORZ ORDER  -  FIRST
 TK0589  ELLP ORDER  -  FIFTH     CLASS I
 TK0589
 TK0589.The horizontal coordinates were established by GPS observations
 TK0589.and adjusted by the National Geodetic Survey in July 1992..
 TK0589
 TK0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0589
 TK0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0589
 TK0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0589
 TK0589.The ellipsoidal height was determined by GPS observations
 TK0589.and is referenced to NAD 83.
 TK0589
 TK0589.The geoid height was determined by GEOID03.
 TK0589
 TK0589;                    North         East     Units Scale Factor Converg.
 TK0589;SPC MT       -   527,935.380   636,778.485   MT  0.99999972   +0 22 03.6
 TK0589;SPC MT       - 1,732,071.46  2,089,168.26   iFT  0.99999972   +0 22 03.6
 TK0589;UTM  12      - 5,429,337.900   646,474.695   MT  0.99986357   +1 30 42.0
 TK0589
 TK0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0589!SPC MT       -   0.99985671  x   0.99999972  =   0.99985643
 TK0589!UTM  12      -   0.99985671  x   0.99986357  =   0.99972030
 TK0589
 TK0589:                Primary Azimuth Mark                     Grid Az
 TK0589:SPC MT       -  BOUNDARY MON 426 CD US                   269 48 57.2
 TK0589:UTM  12      -  BOUNDARY MON 426 CD US                   268 40 18.8
 TK0589
 TK0589|---------------------------------------------------------------------|
 TK0589| PID    Reference Object                     Distance      Geod. Az  |
 TK0589|                                                           dddmmss.s |
 TK0589| TK0640 BOUNDARY MON 426 CD US              APPROX. 2.5 KM 2701100.8 |
 TK0589|---------------------------------------------------------------------|
 TK0589
 TK0589                          SUPERSEDED SURVEY CONTROL
 TK0589
 TK0589  NAD 83(1986)-  48 59 58.37804(N)    108 59 50.55749(W) AD(       ) 1
 TK0589  NGVD 29 (08/25/89)  929.8    (m)         3051.     (f) GPS OBS        
 TK0589
 TK0589.Superseded values are not recommended for survey control.
 TK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0589.See file dsdata.txt to determine how the superseded data were derived.
 TK0589
 TK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV4647529338(NAD 83)
 TK0589_MARKER: DU = BOUNDARY MARKER
 TK0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TK0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0589+STABILITY: POSITION/ELEVATION WELL
 TK0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0589+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1988
 TK0589
 TK0589  HISTORY     - Date     Condition        Report By
 TK0589  HISTORY     - 1909     MONUMENTED       IBC
 TK0589  HISTORY     - 1909     GOOD             IBC
 TK0589  HISTORY     - 1975     GOOD             IBC
 TK0589  HISTORY     - 19880816 GOOD             NGS
 TK0589
 TK0589                          STATION DESCRIPTION
 TK0589
 TK0589'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0589'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0589'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0589'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0589'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0589'
 TK0589'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0589'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0589'---OCTOBER 20, 1818---.
 TK0589'
 TK0589'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0589'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0589'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0589'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0589'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0589'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0589'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0589'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0589'
 TK0589'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0589'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0589'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0589'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0589'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0589'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0589'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0589'AND---CANADA---ON THE WEST SIDE.
 TK0589'
 TK0589'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0589'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0589'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0589'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0589'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0589
 TK0589                          STATION RECOVERY (1909)
 TK0589
 TK0589'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TK0589'RECOVERED IN GOOD CONDITION.
 TK0589
 TK0589                          STATION RECOVERY (1975)
 TK0589
 TK0589'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0589'RECOVERED IN GOOD CONDITION.
 TK0589
 TK0589                          STATION RECOVERY (1988)
 TK0589
 TK0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TK0589'THE MONUMENT IS LOCATED ABOUT 53.9 KM (33.50 MI) EAST OF THE WILLOW
 TK0589'CREEK, MONTANA - WILLOW CREEK, SASKATCHEWAN BORDER CROSSING, AND
 TK0589'ABOUT 31.8 KM (19.75 MI) NORTHWEST OF HOGELAND.
 TK0589'TO REACH THE MONUMENT FROM THE POST OFFICE IN CHINOOK, GO NORTH ON
 TK0589'PENNSYLVANIA STREET FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF U.S.
 TK0589'HIGHWAY 2.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 2 FOR 13.9 KM
 TK0589'(8.65 MI) TO A SIDE ROAD LEFT JUST BEFORE REACHING THE SMALL TOWN OF
 TK0589'ZURICH.  TURN LEFT, CROSSING THE RAILROAD TRACKS, AND GO NORTH ON A
 TK0589'GRAVEL ROAD FOR 30.4 KM (18.90 MI) TO WHERE THE MAIN ROAD TURNS
 TK0589'RIGHT.  TURN RIGHT AND FOLLOW THE MAIN ROAD EAST, THEN NORTH, THEN
 TK0589'EAST AGAIN, FOR A TOTAL OF 4.8 KM (3.00 MI) TO A SIDE ROAD LEFT.
 TK0589'TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 5.1 KM (3.15 MI) TO A
 TK0589'SIDE ROAD LEFT JUST AFTER PASSING THROUGH A RANCH HEADQUARTERS.
 TK0589'CONTINUE IN A NORTHEASTERLY DIRECTION ON THE GRAVEL ROAD FOR 2.0 KM
 TK0589'(1.25 MI) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHEASTERLY
 TK0589'FOR 2.17 KM (1.35 MI) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 TK0589'NORTHEASTERLY FOR 0.88 KM (0.55 MI) TO A GATE AT AN ABANDONED SET OF
 TK0589'RANCH BUILDINGS ON THE LEFT AND A 3-WAY FORK JUST BEYOND THE GATE.
 TK0589'PASS THROUGH THE GATE, TAKE THE LEFT FORK, AND GO NORTH, UPHILL, ON A
 TK0589'PRAIRIE ROAD FOR 0.08 KM (0.05 MI) TO A FORK AT THE TOP OF THE HILL.
 TK0589'TAKE THE LEFT FORK AND GO NORTHWESTERLY FOR 0.24 KM (0.15 MI) TO A
 TK0589'GATE AND FORK JUST BEYOND.  PASS THROUGH THE GATE, BEAR RIGHT, AND
 TK0589'TAKE THE RIGHT FORK.  GO NORTHWESTERLY FOR 2.97 KM (1.85 MI) TO A
 TK0589'GATE JUST AFTER CROSSING A TRACK ROAD AND GAS PIPELINE.  PASS THROUGH
 TK0589'THE GATE AND CONTINUE IN A NORTHWESTERLY DIRECTION FOR 3.6 KM
 TK0589'(2.25 MI) TO A FENCE AT THE BOUNDARY.  BEAR LEFT AND GO WEST ALONG THE
 TK0589'SOUTH SIDE THE FENCE FOR 0.24 KM (0.15 MI) TO THE MONUMENT ON THE
 TK0589'RIGHT, 18.3 M (60.0 FT) NORTH OF THE FENCE.
 TK0589'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.42 M
 TK0589'(4.7 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TK0589'PROJECTS ABOUT 0.15 M (0.5 FT) ABOVE THE SURFACE.  INSCRIBED ON THE
 TK0589'OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST
 TK0589'SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE
 TK0589'SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --427-- IS
 TK0589'DRILLED NEAR THE TOP OR THE EAST SIDE OF THE OBELISK.
 TK0589'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TK0589'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0641 ***********************************************************************
 TK0641  DESIGNATION -  BOUNDARY MON 428 CD US
 TK0641  PID         -  TK0641
 TK0641  STATE/COUNTY-  MT/BLAINE
 TK0641  USGS QUAD   -  IRVINS COULEE (1984)
 TK0641
 TK0641                         *CURRENT SURVEY CONTROL
 TK0641  ___________________________________________________________________
 TK0641* NAD 83(1992)-  48 59 58.11862(N)    108 57 41.97637(W)     ADJUSTED  
 TK0641* NAVD 88     -      1027.     (meters)    3369.     (feet)  SCALED    
 TK0641  ___________________________________________________________________
 TK0641  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 TK0641  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TK0641
 TK0641  HORZ ORDER  -  THIRD
 TK0641
 TK0641.The horizontal coordinates were established by classical geodetic methods
 TK0641.and adjusted by the National Geodetic Survey in July 1992..
 TK0641
 TK0641.The orthometric height was scaled from a topographic map.
 TK0641
 TK0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0641
 TK0641.The geoid height was determined by GEOID03.
 TK0641
 TK0641;                    North         East     Units Scale Factor Converg.
 TK0641;SPC MT       -   527,944.807   639,391.385   MT  0.99999968   +0 23 37.7
 TK0641;SPC MT       - 1,732,102.39  2,097,740.76   iFT  0.99999968   +0 23 37.7
 TK0641;UTM  12      - 5,429,399.503   649,086.543   MT  0.99987305   +1 32 19.0
 TK0641
 TK0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0641!SPC MT       -   0.99984170  x   0.99999968  =   0.99984138
 TK0641!UTM  12      -   0.99984170  x   0.99987305  =   0.99971477
 TK0641
 TK0641:                Primary Azimuth Mark                     Grid Az
 TK0641:SPC MT       -  BOUNDARY MON 429 CD US                   089 45 29.7
 TK0641:UTM  12      -  BOUNDARY MON 429 CD US                   088 36 48.4
 TK0641
 TK0641|---------------------------------------------------------------------|
 TK0641| PID    Reference Object                     Distance      Geod. Az  |
 TK0641|                                                           dddmmss.s |
 TK0641| TK0642 BOUNDARY MON 429 CD US              APPROX. 2.3 KM 0900907.4 |
 TK0641|---------------------------------------------------------------------|
 TK0641
 TK0641                          SUPERSEDED SURVEY CONTROL
 TK0641
 TK0641  NAD 83(1986)-  48 59 58.12097(N)    108 57 42.00325(W) AD(       ) 3
 TK0641
 TK0641.Superseded values are not recommended for survey control.
 TK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0641.See file dsdata.txt to determine how the superseded data were derived.
 TK0641
 TK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV4908729400(NAD 83)
 TK0641_MARKER: Z = SEE DESCRIPTION
 TK0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0641+STABILITY: SURFACE MOTION
 TK0641
 TK0641  HISTORY     - Date     Condition        Report By
 TK0641  HISTORY     - 1909     MONUMENTED       IBC
 TK0641  HISTORY     - 1975     GOOD             IBC
 TK0641
 TK0641                          STATION DESCRIPTION
 TK0641
 TK0641'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0641'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0641'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0641'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0641'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0641'
 TK0641'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0641'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0641'---OCTOBER 20, 1818---.
 TK0641'
 TK0641'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0641'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0641'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0641'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0641'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0641'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0641'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0641'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0641'
 TK0641'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0641'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0641'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0641'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0641'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0641'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0641'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0641'AND---CANADA---ON THE WEST SIDE.
 TK0641'
 TK0641'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0641'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0641'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0641'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0641'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0641
 TK0641                          STATION RECOVERY (1975)
 TK0641
 TK0641'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0642 ***********************************************************************
 TK0642  DESIGNATION -  BOUNDARY MON 429 CD US
 TK0642  PID         -  TK0642
 TK0642  STATE/COUNTY-  MT/BLAINE
 TK0642  USGS QUAD   -  IRVINS COULEE (1984)
 TK0642
 TK0642                         *CURRENT SURVEY CONTROL
 TK0642  ___________________________________________________________________
 TK0642* NAD 83(1992)-  48 59 57.90929(N)    108 55 50.63577(W)     ADJUSTED  
 TK0642* NAVD 88     -      1032.     (meters)    3386.     (feet)  SCALED    
 TK0642  ___________________________________________________________________
 TK0642  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 TK0642  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TK0642
 TK0642  HORZ ORDER  -  THIRD
 TK0642
 TK0642.The horizontal coordinates were established by classical geodetic methods
 TK0642.and adjusted by the National Geodetic Survey in July 1992..
 TK0642
 TK0642.The orthometric height was scaled from a topographic map.
 TK0642
 TK0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0642
 TK0642.The geoid height was determined by GEOID03.
 TK0642
 TK0642;                    North         East     Units Scale Factor Converg.
 TK0642;SPC MT       -   527,954.341   641,654.452   MT  0.99999964   +0 24 59.1
 TK0642;SPC MT       - 1,732,133.66  2,105,165.52   iFT  0.99999964   +0 24 59.1
 TK0642;UTM  12      - 5,429,454.259   651,348.690   MT  0.99988140   +1 33 43.1
 TK0642
 TK0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0642!SPC MT       -   0.99984092  x   0.99999964  =   0.99984056
 TK0642!UTM  12      -   0.99984092  x   0.99988140  =   0.99972234
 TK0642
 TK0642:                Primary Azimuth Mark                     Grid Az
 TK0642:SPC MT       -  BOUNDARY MON 428 CD US                   269 45 32.3
 TK0642:UTM  12      -  BOUNDARY MON 428 CD US                   268 36 48.3
 TK0642
 TK0642|---------------------------------------------------------------------|
 TK0642| PID    Reference Object                     Distance      Geod. Az  |
 TK0642|                                                           dddmmss.s |
 TK0642| TK0641 BOUNDARY MON 428 CD US              APPROX. 2.3 KM 2701031.4 |
 TK0642|---------------------------------------------------------------------|
 TK0642
 TK0642                          SUPERSEDED SURVEY CONTROL
 TK0642
 TK0642  NAD 83(1986)-  48 59 57.91162(N)    108 55 50.66051(W) AD(       ) 3
 TK0642
 TK0642.Superseded values are not recommended for survey control.
 TK0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0642.See file dsdata.txt to determine how the superseded data were derived.
 TK0642
 TK0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV5134929454(NAD 83)
 TK0642_MARKER: Z = SEE DESCRIPTION
 TK0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0642+STABILITY: SURFACE MOTION
 TK0642
 TK0642  HISTORY     - Date     Condition        Report By
 TK0642  HISTORY     - 1909     MONUMENTED       IBC
 TK0642  HISTORY     - 1975     GOOD             IBC
 TK0642
 TK0642                          STATION DESCRIPTION
 TK0642
 TK0642'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0642'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0642'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0642'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0642'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0642'
 TK0642'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0642'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0642'---OCTOBER 20, 1818---.
 TK0642'
 TK0642'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0642'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0642'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0642'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0642'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0642'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0642'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0642'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0642'
 TK0642'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0642'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0642'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0642'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0642'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0642'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0642'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0642'AND---CANADA---ON THE WEST SIDE.
 TK0642'
 TK0642'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0642'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0642'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0642'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0642'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0642
 TK0642                          STATION RECOVERY (1975)
 TK0642
 TK0642'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0643 ***********************************************************************
 TK0643  DESIGNATION -  BOUNDARY MON 430 CD US
 TK0643  PID         -  TK0643
 TK0643  STATE/COUNTY-  MT/BLAINE
 TK0643  USGS QUAD   -  IRVINS COULEE (1984)
 TK0643
 TK0643                         *CURRENT SURVEY CONTROL
 TK0643  ___________________________________________________________________
 TK0643* NAD 83(1992)-  48 59 57.72447(N)    108 54 12.70683(W)     ADJUSTED  
 TK0643* NAVD 88     -      1015.     (meters)    3330.     (feet)  SCALED    
 TK0643  ___________________________________________________________________
 TK0643  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 TK0643  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TK0643
 TK0643  HORZ ORDER  -  THIRD
 TK0643
 TK0643.The horizontal coordinates were established by classical geodetic methods
 TK0643.and adjusted by the National Geodetic Survey in July 1992..
 TK0643
 TK0643.The orthometric height was scaled from a topographic map.
 TK0643
 TK0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0643
 TK0643.The geoid height was determined by GEOID03.
 TK0643
 TK0643;                    North         East     Units Scale Factor Converg.
 TK0643;SPC MT       -   527,963.444   643,644.917   MT  0.99999961   +0 26 10.8
 TK0643;SPC MT       - 1,732,163.53  2,111,695.92   iFT  0.99999961   +0 26 10.8
 TK0643;UTM  12      - 5,429,503.159   653,338.347   MT  0.99988885   +1 34 57.1
 TK0643
 TK0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0643!SPC MT       -   0.99984358  x   0.99999961  =   0.99984319
 TK0643!UTM  12      -   0.99984358  x   0.99988885  =   0.99973245
 TK0643
 TK0643:                Primary Azimuth Mark                     Grid Az
 TK0643:SPC MT       -  BOUNDARY MON 429 CD US                   269 44 17.8
 TK0643:UTM  12      -  BOUNDARY MON 429 CD US                   268 35 31.5
 TK0643
 TK0643|---------------------------------------------------------------------|
 TK0643| PID    Reference Object                     Distance      Geod. Az  |
 TK0643|                                                           dddmmss.s |
 TK0643| TK0642 BOUNDARY MON 429 CD US              APPROX. 2.0 KM 2701028.6 |
 TK0643|---------------------------------------------------------------------|
 TK0643
 TK0643                          SUPERSEDED SURVEY CONTROL
 TK0643
 TK0643  NAD 83(1986)-  48 59 57.72673(N)    108 54 12.72947(W) AD(       ) 3
 TK0643
 TK0643.Superseded values are not recommended for survey control.
 TK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0643.See file dsdata.txt to determine how the superseded data were derived.
 TK0643
 TK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV5333829503(NAD 83)
 TK0643_MARKER: Z = SEE DESCRIPTION
 TK0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0643+STABILITY: SURFACE MOTION
 TK0643
 TK0643  HISTORY     - Date     Condition        Report By
 TK0643  HISTORY     - 1909     MONUMENTED       IBC
 TK0643  HISTORY     - 1975     GOOD             IBC
 TK0643
 TK0643                          STATION DESCRIPTION
 TK0643
 TK0643'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0643'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0643'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0643'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0643'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0643'
 TK0643'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0643'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0643'---OCTOBER 20, 1818---.
 TK0643'
 TK0643'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0643'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0643'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0643'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0643'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0643'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0643'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0643'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0643'
 TK0643'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0643'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0643'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0643'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0643'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0643'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0643'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0643'AND---CANADA---ON THE WEST SIDE.
 TK0643'
 TK0643'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0643'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0643'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0643'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0643'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0643
 TK0643                          STATION RECOVERY (1975)
 TK0643
 TK0643'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0644 ***********************************************************************
 TK0644  DESIGNATION -  BOUNDARY MON 431 CD US
 TK0644  PID         -  TK0644
 TK0644  STATE/COUNTY-  MT/BLAINE
 TK0644  USGS QUAD   -  AUBREY DAM (1984)
 TK0644
 TK0644                         *CURRENT SURVEY CONTROL
 TK0644  ___________________________________________________________________
 TK0644* NAD 83(1992)-  48 59 57.48854(N)    108 52 11.70394(W)     ADJUSTED  
 TK0644* NAVD 88     -       987.     (meters)    3238.     (feet)  SCALED    
 TK0644  ___________________________________________________________________
 TK0644  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TK0644  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TK0644
 TK0644  HORZ ORDER  -  THIRD
 TK0644
 TK0644.The horizontal coordinates were established by classical geodetic methods
 TK0644.and adjusted by the National Geodetic Survey in July 1992..
 TK0644
 TK0644.The orthometric height was scaled from a topographic map.
 TK0644
 TK0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0644
 TK0644.The geoid height was determined by GEOID03.
 TK0644
 TK0644;                    North         East     Units Scale Factor Converg.
 TK0644;SPC MT       -   527,975.413   646,104.374   MT  0.99999957   +0 27 39.3
 TK0644;SPC MT       - 1,732,202.80  2,119,765.01   iFT  0.99999957   +0 27 39.3
 TK0644;UTM  12      - 5,429,564.335   655,796.811   MT  0.99989819   +1 36 28.4
 TK0644
 TK0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0644!SPC MT       -   0.99984797  x   0.99999957  =   0.99984754
 TK0644!UTM  12      -   0.99984797  x   0.99989819  =   0.99974617
 TK0644
 TK0644:                Primary Azimuth Mark                     Grid Az
 TK0644:SPC MT       -  BOUNDARY MON 430 CD US                   269 43 17.6
 TK0644:UTM  12      -  BOUNDARY MON 430 CD US                   268 34 28.5
 TK0644
 TK0644|---------------------------------------------------------------------|
 TK0644| PID    Reference Object                     Distance      Geod. Az  |
 TK0644|                                                           dddmmss.s |
 TK0644| TK0643 BOUNDARY MON 430 CD US              APPROX. 2.5 KM 2701056.9 |
 TK0644|---------------------------------------------------------------------|
 TK0644
 TK0644                          SUPERSEDED SURVEY CONTROL
 TK0644
 TK0644  NAD 83(1986)-  48 59 57.49045(N)    108 52 11.72445(W) AD(       ) 3
 TK0644
 TK0644.Superseded values are not recommended for survey control.
 TK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0644.See file dsdata.txt to determine how the superseded data were derived.
 TK0644
 TK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV5579729564(NAD 83)
 TK0644_MARKER: Z = SEE DESCRIPTION
 TK0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0644+STABILITY: SURFACE MOTION
 TK0644
 TK0644  HISTORY     - Date     Condition        Report By
 TK0644  HISTORY     - 1909     MONUMENTED       IBC
 TK0644  HISTORY     - 1975     GOOD             IBC
 TK0644
 TK0644                          STATION DESCRIPTION
 TK0644
 TK0644'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0644'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0644'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0644'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0644'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0644'
 TK0644'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0644'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0644'---OCTOBER 20, 1818---.
 TK0644'
 TK0644'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0644'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0644'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0644'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0644'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0644'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0644'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0644'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0644'
 TK0644'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0644'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0644'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0644'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0644'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0644'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0644'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0644'AND---CANADA---ON THE WEST SIDE.
 TK0644'
 TK0644'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0644'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0644'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0644'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0644'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0644
 TK0644                          STATION RECOVERY (1975)
 TK0644
 TK0644'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0645 ***********************************************************************
 TK0645  DESIGNATION -  BOUNDARY MON 432 CD US
 TK0645  PID         -  TK0645
 TK0645  STATE/COUNTY-  MT/BLAINE
 TK0645  USGS QUAD   -  AUBREY DAM (1984)
 TK0645
 TK0645                         *CURRENT SURVEY CONTROL
 TK0645  ___________________________________________________________________
 TK0645* NAD 83(1992)-  48 59 57.24308(N)    108 50 07.79849(W)     ADJUSTED  
 TK0645* NAVD 88     -       974.     (meters)    3196.     (feet)  SCALED    
 TK0645  ___________________________________________________________________
 TK0645  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TK0645  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TK0645
 TK0645  HORZ ORDER  -  THIRD
 TK0645
 TK0645.The horizontal coordinates were established by classical geodetic methods
 TK0645.and adjusted by the National Geodetic Survey in July 1992..
 TK0645
 TK0645.The orthometric height was scaled from a topographic map.
 TK0645
 TK0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0645
 TK0645.The geoid height was determined by GEOID03.
 TK0645
 TK0645;                    North         East     Units Scale Factor Converg.
 TK0645;SPC MT       -   527,988.643   648,622.827   MT  0.99999953   +0 29 09.9
 TK0645;SPC MT       - 1,732,246.20  2,128,027.65   iFT  0.99999953   +0 29 09.9
 TK0645;UTM  12      - 5,429,627.987   658,314.251   MT  0.99990790   +1 38 02.0
 TK0645
 TK0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0645!SPC MT       -   0.99985001  x   0.99999953  =   0.99984954
 TK0645!UTM  12      -   0.99985001  x   0.99990790  =   0.99975792
 TK0645
 TK0645:                Primary Azimuth Mark                     Grid Az
 TK0645:SPC MT       -  BOUNDARY MON 431 CD US                   269 41 57.9
 TK0645:UTM  12      -  BOUNDARY MON 431 CD US                   268 33 05.8
 TK0645
 TK0645|---------------------------------------------------------------------|
 TK0645| PID    Reference Object                     Distance      Geod. Az  |
 TK0645|                                                           dddmmss.s |
 TK0645| TK0644 BOUNDARY MON 431 CD US              APPROX. 2.5 KM 2701107.8 |
 TK0645|---------------------------------------------------------------------|
 TK0645
 TK0645                          SUPERSEDED SURVEY CONTROL
 TK0645
 TK0645  NAD 83(1986)-  48 59 57.24441(N)    108 50 07.81687(W) AD(       ) 3
 TK0645
 TK0645.Superseded values are not recommended for survey control.
 TK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0645.See file dsdata.txt to determine how the superseded data were derived.
 TK0645
 TK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV5831429628(NAD 83)
 TK0645_MARKER: Z = SEE DESCRIPTION
 TK0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0645+STABILITY: SURFACE MOTION
 TK0645
 TK0645  HISTORY     - Date     Condition        Report By
 TK0645  HISTORY     - 1909     MONUMENTED       IBC
 TK0645  HISTORY     - 1975     GOOD             IBC
 TK0645
 TK0645                          STATION DESCRIPTION
 TK0645
 TK0645'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0645'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0645'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0645'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0645'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0645'
 TK0645'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0645'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0645'---OCTOBER 20, 1818---.
 TK0645'
 TK0645'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0645'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0645'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0645'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0645'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0645'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0645'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0645'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0645'
 TK0645'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0645'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0645'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0645'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0645'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0645'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0645'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0645'AND---CANADA---ON THE WEST SIDE.
 TK0645'
 TK0645'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0645'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0645'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0645'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0645'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0645
 TK0645                          STATION RECOVERY (1975)
 TK0645
 TK0645'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0646 ***********************************************************************
 TK0646  DESIGNATION -  BOUNDARY MON 433 CD US
 TK0646  PID         -  TK0646
 TK0646  STATE/COUNTY-  MT/BLAINE
 TK0646  USGS QUAD   -  AUBREY DAM (1984)
 TK0646
 TK0646                         *CURRENT SURVEY CONTROL
 TK0646  ___________________________________________________________________
 TK0646* NAD 83(1992)-  48 59 57.29477(N)    108 48 35.75364(W)     ADJUSTED  
 TK0646* NAVD 88     -       932.     (meters)    3058.     (feet)  SCALED    
 TK0646  ___________________________________________________________________
 TK0646  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TK0646  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TK0646
 TK0646  HORZ ORDER  -  THIRD
 TK0646
 TK0646.The horizontal coordinates were established by classical geodetic methods
 TK0646.and adjusted by the National Geodetic Survey in July 1992..
 TK0646
 TK0646.The orthometric height was scaled from a topographic map.
 TK0646
 TK0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0646
 TK0646.The geoid height was determined by GEOID03.
 TK0646
 TK0646;                    North         East     Units Scale Factor Converg.
 TK0646;SPC MT       -   528,006.417   650,493.628   MT  0.99999954   +0 30 17.2
 TK0646;SPC MT       - 1,732,304.52  2,134,165.45   iFT  0.99999954   +0 30 17.2
 TK0646;UTM  12      - 5,429,683.237   660,184.156   MT  0.99991522   +1 39 11.5
 TK0646
 TK0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0646!SPC MT       -   0.99985659  x   0.99999954  =   0.99985613
 TK0646!UTM  12      -   0.99985659  x   0.99991522  =   0.99977182
 TK0646
 TK0646:                Primary Azimuth Mark                     Grid Az
 TK0646:SPC MT       -  BOUNDARY MON 432 CD US                   269 27 21.5
 TK0646:UTM  12      -  BOUNDARY MON 432 CD US                   268 18 27.2
 TK0646
 TK0646|---------------------------------------------------------------------|
 TK0646| PID    Reference Object                     Distance      Geod. Az  |
 TK0646|                                                           dddmmss.s |
 TK0646| TK0645 BOUNDARY MON 432 CD US              APPROX. 1.9 KM 2695738.7 |
 TK0646|---------------------------------------------------------------------|
 TK0646
 TK0646                          SUPERSEDED SURVEY CONTROL
 TK0646
 TK0646  NAD 83(1986)-  48 59 57.29557(N)    108 48 35.77002(W) AD(       ) 3
 TK0646
 TK0646.Superseded values are not recommended for survey control.
 TK0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0646.See file dsdata.txt to determine how the superseded data were derived.
 TK0646
 TK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV6018429683(NAD 83)
 TK0646_MARKER: Z = SEE DESCRIPTION
 TK0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0646+STABILITY: SURFACE MOTION
 TK0646
 TK0646  HISTORY     - Date     Condition        Report By
 TK0646  HISTORY     - 1909     MONUMENTED       IBC
 TK0646  HISTORY     - 1975     GOOD             IBC
 TK0646
 TK0646                          STATION DESCRIPTION
 TK0646
 TK0646'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0646'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0646'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0646'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0646'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0646'
 TK0646'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0646'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0646'---OCTOBER 20, 1818---.
 TK0646'
 TK0646'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0646'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0646'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0646'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0646'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0646'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0646'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0646'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0646'
 TK0646'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0646'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0646'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0646'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0646'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0646'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0646'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0646'AND---CANADA---ON THE WEST SIDE.
 TK0646'
 TK0646'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0646'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0646'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0646'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0646'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0646
 TK0646                          STATION RECOVERY (1975)
 TK0646
 TK0646'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0647 ***********************************************************************
 TK0647  DESIGNATION -  BOUNDARY MON 434 CD US
 TK0647  PID         -  TK0647
 TK0647  STATE/COUNTY-  MT/BLAINE
 TK0647  USGS QUAD   -  AUBREY DAM (1984)
 TK0647
 TK0647                         *CURRENT SURVEY CONTROL
 TK0647  ___________________________________________________________________
 TK0647* NAD 83(1992)-  48 59 57.34383(N)    108 47 01.39152(W)     ADJUSTED  
 TK0647* NAVD 88     -       970.     (meters)    3182.     (feet)  SCALED    
 TK0647  ___________________________________________________________________
 TK0647  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TK0647  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TK0647
 TK0647  HORZ ORDER  -  THIRD
 TK0647
 TK0647.The horizontal coordinates were established by classical geodetic methods
 TK0647.and adjusted by the National Geodetic Survey in July 1992..
 TK0647
 TK0647.The orthometric height was scaled from a topographic map.
 TK0647
 TK0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0647
 TK0647.The geoid height was determined by GEOID03.
 TK0647
 TK0647;                    North         East     Units Scale Factor Converg.
 TK0647;SPC MT       -   528,025.151   652,411.522   MT  0.99999955   +0 31 26.3
 TK0647;SPC MT       - 1,732,365.98  2,140,457.75   iFT  0.99999955   +0 31 26.3
 TK0647;UTM  12      - 5,429,740.412   662,101.134   MT  0.99992281   +1 40 22.8
 TK0647
 TK0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0647!SPC MT       -   0.99985064  x   0.99999955  =   0.99985019
 TK0647!UTM  12      -   0.99985064  x   0.99992281  =   0.99977346
 TK0647
 TK0647:                Primary Azimuth Mark                     Grid Az
 TK0647:SPC MT       -  BOUNDARY MON 433 CD US                   269 26 26.3
 TK0647:UTM  12      -  BOUNDARY MON 433 CD US                   268 17 29.8
 TK0647
 TK0647|---------------------------------------------------------------------|
 TK0647| PID    Reference Object                     Distance      Geod. Az  |
 TK0647|                                                           dddmmss.s |
 TK0647| TK0646 BOUNDARY MON 433 CD US              APPROX. 1.9 KM 2695752.6 |
 TK0647|---------------------------------------------------------------------|
 TK0647
 TK0647                          SUPERSEDED SURVEY CONTROL
 TK0647
 TK0647  NAD 83(1986)-  48 59 57.34388(N)    108 47 01.40579(W) AD(       ) 3
 TK0647
 TK0647.Superseded values are not recommended for survey control.
 TK0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0647.See file dsdata.txt to determine how the superseded data were derived.
 TK0647
 TK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV6210129740(NAD 83)
 TK0647_MARKER: Z = SEE DESCRIPTION
 TK0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0647+STABILITY: SURFACE MOTION
 TK0647
 TK0647  HISTORY     - Date     Condition        Report By
 TK0647  HISTORY     - 1909     MONUMENTED       IBC
 TK0647  HISTORY     - 1975     GOOD             IBC
 TK0647
 TK0647                          STATION DESCRIPTION
 TK0647
 TK0647'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0647'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0647'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0647'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0647'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0647'
 TK0647'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0647'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0647'---OCTOBER 20, 1818---.
 TK0647'
 TK0647'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0647'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0647'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0647'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0647'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0647'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0647'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0647'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0647'
 TK0647'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0647'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0647'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0647'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0647'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0647'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0647'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0647'AND---CANADA---ON THE WEST SIDE.
 TK0647'
 TK0647'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0647'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0647'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0647'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0647'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0647
 TK0647                          STATION RECOVERY (1975)
 TK0647
 TK0647'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0648 ***********************************************************************
 TK0648  DESIGNATION -  BOUNDARY MON 435 CD US
 TK0648  PID         -  TK0648
 TK0648  STATE/COUNTY-  MT/BLAINE
 TK0648  USGS QUAD   -  AUBREY DAM (1984)
 TK0648
 TK0648                         *CURRENT SURVEY CONTROL
 TK0648  ___________________________________________________________________
 TK0648* NAD 83(1992)-  48 59 57.42456(N)    108 45 26.31591(W)     ADJUSTED  
 TK0648* NAVD 88     -       965.     (meters)    3166.     (feet)  SCALED    
 TK0648  ___________________________________________________________________
 TK0648  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 TK0648  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TK0648
 TK0648  HORZ ORDER  -  THIRD
 TK0648
 TK0648.The horizontal coordinates were established by classical geodetic methods
 TK0648.and adjusted by the National Geodetic Survey in July 1992..
 TK0648
 TK0648.The orthometric height was scaled from a topographic map.
 TK0648
 TK0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0648
 TK0648.The geoid height was determined by GEOID03.
 TK0648
 TK0648;                    North         East     Units Scale Factor Converg.
 TK0648;SPC MT       -   528,045.643   654,343.901   MT  0.99999956   +0 32 35.8
 TK0648;SPC MT       - 1,732,433.21  2,146,797.58   iFT  0.99999956   +0 32 35.8
 TK0648;UTM  12      - 5,429,799.656   664,032.573   MT  0.99993055   +1 41 34.6
 TK0648
 TK0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0648!SPC MT       -   0.99985142  x   0.99999956  =   0.99985098
 TK0648!UTM  12      -   0.99985142  x   0.99993055  =   0.99978198
 TK0648
 TK0648:                Primary Azimuth Mark                     Grid Az
 TK0648:SPC MT       -  BOUNDARY MON 434 CD US                   269 23 33.9
 TK0648:UTM  12      -  BOUNDARY MON 434 CD US                   268 14 35.1
 TK0648
 TK0648|---------------------------------------------------------------------|
 TK0648| PID    Reference Object                     Distance      Geod. Az  |
 TK0648|                                                           dddmmss.s |
 TK0648| TK0647 BOUNDARY MON 434 CD US              APPROX. 1.9 KM 2695609.7 |
 TK0648|---------------------------------------------------------------------|
 TK0648
 TK0648                          SUPERSEDED SURVEY CONTROL
 TK0648
 TK0648  NAD 83(1986)-  48 59 57.42367(N)    108 45 26.32806(W) AD(       ) 3
 TK0648
 TK0648.Superseded values are not recommended for survey control.
 TK0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0648.See file dsdata.txt to determine how the superseded data were derived.
 TK0648
 TK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV6403329800(NAD 83)
 TK0648_MARKER: Z = SEE DESCRIPTION
 TK0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0648+STABILITY: SURFACE MOTION
 TK0648
 TK0648  HISTORY     - Date     Condition        Report By
 TK0648  HISTORY     - 1909     MONUMENTED       IBC
 TK0648  HISTORY     - 1975     GOOD             IBC
 TK0648
 TK0648                          STATION DESCRIPTION
 TK0648
 TK0648'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0648'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0648'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0648'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0648'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0648'
 TK0648'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0648'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0648'---OCTOBER 20, 1818---.
 TK0648'
 TK0648'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0648'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0648'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0648'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0648'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0648'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0648'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0648'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0648'
 TK0648'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0648'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0648'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0648'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0648'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0648'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0648'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0648'AND---CANADA---ON THE WEST SIDE.
 TK0648'
 TK0648'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0648'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0648'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0648'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0648'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0648
 TK0648                          STATION RECOVERY (1975)
 TK0648
 TK0648'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0649 ***********************************************************************
 TK0649  DESIGNATION -  BOUNDARY MON 436 CD US
 TK0649  PID         -  TK0649
 TK0649  STATE/COUNTY-  MT/BLAINE
 TK0649  USGS QUAD   -  HOGELAND NW (1984)
 TK0649
 TK0649                         *CURRENT SURVEY CONTROL
 TK0649  ___________________________________________________________________
 TK0649* NAD 83(1992)-  48 59 57.50901(N)    108 43 38.10431(W)     ADJUSTED  
 TK0649* NAVD 88     -       917.     (meters)    3009.     (feet)  SCALED    
 TK0649  ___________________________________________________________________
 TK0649  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 TK0649  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TK0649
 TK0649  HORZ ORDER  -  THIRD
 TK0649
 TK0649.The horizontal coordinates were established by classical geodetic methods
 TK0649.and adjusted by the National Geodetic Survey in July 1992..
 TK0649
 TK0649.The orthometric height was scaled from a topographic map.
 TK0649
 TK0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0649
 TK0649.The geoid height was determined by GEOID03.
 TK0649
 TK0649;                    North         East     Units Scale Factor Converg.
 TK0649;SPC MT       -   528,069.529   656,543.258   MT  0.99999957   +0 33 55.0
 TK0649;SPC MT       - 1,732,511.58  2,154,013.31   iFT  0.99999957   +0 33 55.0
 TK0649;UTM  12      - 5,429,867.674   666,230.865   MT  0.99993947   +1 42 56.3
 TK0649
 TK0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0649!SPC MT       -   0.99985894  x   0.99999957  =   0.99985851
 TK0649!UTM  12      -   0.99985894  x   0.99993947  =   0.99979842
 TK0649
 TK0649:                Primary Azimuth Mark                     Grid Az
 TK0649:SPC MT       -  BOUNDARY MON 435 CD US                   269 22 41.2
 TK0649:UTM  12      -  BOUNDARY MON 435 CD US                   268 13 39.9
 TK0649
 TK0649|---------------------------------------------------------------------|
 TK0649| PID    Reference Object                     Distance      Geod. Az  |
 TK0649|                                                           dddmmss.s |
 TK0649| TK0648 BOUNDARY MON 435 CD US              APPROX. 2.2 KM 2695636.2 |
 TK0649|---------------------------------------------------------------------|
 TK0649
 TK0649                          SUPERSEDED SURVEY CONTROL
 TK0649
 TK0649  NAD 83(1986)-  48 59 57.50703(N)    108 43 38.11437(W) AD(       ) 3
 TK0649
 TK0649.Superseded values are not recommended for survey control.
 TK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0649.See file dsdata.txt to determine how the superseded data were derived.
 TK0649
 TK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV6623129868(NAD 83)
 TK0649_MARKER: Z = SEE DESCRIPTION
 TK0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0649+STABILITY: SURFACE MOTION
 TK0649
 TK0649  HISTORY     - Date     Condition        Report By
 TK0649  HISTORY     - 1909     MONUMENTED       IBC
 TK0649  HISTORY     - 1975     GOOD             IBC
 TK0649
 TK0649                          STATION DESCRIPTION
 TK0649
 TK0649'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0649'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0649'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0649'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0649'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0649'
 TK0649'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0649'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0649'---OCTOBER 20, 1818---.
 TK0649'
 TK0649'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0649'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0649'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0649'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0649'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0649'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0649'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0649'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0649'
 TK0649'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0649'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0649'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0649'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0649'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0649'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0649'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0649'AND---CANADA---ON THE WEST SIDE.
 TK0649'
 TK0649'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0649'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0649'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0649'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0649'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0649
 TK0649                          STATION RECOVERY (1975)
 TK0649
 TK0649'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0590 ***********************************************************************
 TK0590  DESIGNATION -  BOUNDARY MON 437 CD US
 TK0590  PID         -  TK0590
 TK0590  STATE/COUNTY-  MT/BLAINE
 TK0590  USGS QUAD   -  HOGELAND NW (1984)
 TK0590
 TK0590                         *CURRENT SURVEY CONTROL
 TK0590  ___________________________________________________________________
 TK0590* NAD 83(1992)-  48 59 57.60898(N)    108 41 26.62698(W)     ADJUSTED  
 TK0590* NAVD 88     -       935.9    (meters)    3071.     (feet)  VERTCON   
 TK0590  ___________________________________________________________________
 TK0590  X           -  -1,343,717.743 (meters)                     COMP
 TK0590  Y           -  -3,971,959.103 (meters)                     COMP
 TK0590  Z           -   4,791,204.200 (meters)                     COMP
 TK0590  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 TK0590  ELLIP HEIGHT-         919.45  (meters)          (07/28/92) GPS OBS
 TK0590  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TK0590
 TK0590  HORZ ORDER  -  FIRST
 TK0590  ELLP ORDER  -  FIFTH     CLASS I
 TK0590
 TK0590.The horizontal coordinates were established by GPS observations
 TK0590.and adjusted by the National Geodetic Survey in July 1992..
 TK0590
 TK0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0590
 TK0590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0590
 TK0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0590
 TK0590.The ellipsoidal height was determined by GPS observations
 TK0590.and is referenced to NAD 83.
 TK0590
 TK0590.The geoid height was determined by GEOID03.
 TK0590
 TK0590;                    North         East     Units Scale Factor Converg.
 TK0590;SPC MT       -   528,099.605   659,215.468   MT  0.99999959   +0 35 31.1
 TK0590;SPC MT       - 1,732,610.25  2,162,780.41   iFT  0.99999959   +0 35 31.1
 TK0590;UTM  12      - 5,429,951.408   668,901.786   MT  0.99995047   +1 44 35.6
 TK0590
 TK0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0590!SPC MT       -   0.99985593  x   0.99999959  =   0.99985552
 TK0590!UTM  12      -   0.99985593  x   0.99995047  =   0.99980641
 TK0590
 TK0590:                Primary Azimuth Mark                     Grid Az
 TK0590:SPC MT       -  BOUNDARY MON 436 CD US                   269 21 20.1
 TK0590:UTM  12      -  BOUNDARY MON 436 CD US                   268 12 15.6
 TK0590
 TK0590|---------------------------------------------------------------------|
 TK0590| PID    Reference Object                     Distance      Geod. Az  |
 TK0590|                                                           dddmmss.s |
 TK0590| TK0649 BOUNDARY MON 436 CD US              APPROX. 2.7 KM 2695651.2 |
 TK0590|---------------------------------------------------------------------|
 TK0590
 TK0590                          SUPERSEDED SURVEY CONTROL
 TK0590
 TK0590  NAD 83(1986)-  48 59 57.60620(N)    108 41 26.63494(W) AD(       ) 1
 TK0590  NGVD 29 (08/25/89)  935.1    (m)         3068.     (f) GPS OBS        
 TK0590
 TK0590.Superseded values are not recommended for survey control.
 TK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0590.See file dsdata.txt to determine how the superseded data were derived.
 TK0590
 TK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV6890229951(NAD 83)
 TK0590_MARKER: DU = BOUNDARY MARKER
 TK0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0590_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0590+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1988
 TK0590
 TK0590  HISTORY     - Date     Condition        Report By
 TK0590  HISTORY     - 1909     MONUMENTED       IBC
 TK0590  HISTORY     - 1909     GOOD             IBC
 TK0590  HISTORY     - 1975     GOOD             IBC
 TK0590  HISTORY     - 19880816 SEE DESCRIPTION  NGS
 TK0590
 TK0590                          STATION DESCRIPTION
 TK0590
 TK0590'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0590'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0590'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0590'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0590'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0590'
 TK0590'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0590'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0590'---OCTOBER 20, 1818---.
 TK0590'
 TK0590'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0590'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0590'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0590'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0590'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0590'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0590'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0590'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0590'
 TK0590'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0590'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0590'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0590'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0590'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0590'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0590'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0590'AND---CANADA---ON THE WEST SIDE.
 TK0590'
 TK0590'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0590'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0590'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0590'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0590'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0590
 TK0590                          STATION RECOVERY (1909)
 TK0590
 TK0590'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TK0590'RECOVERED IN GOOD CONDITION.
 TK0590
 TK0590                          STATION RECOVERY (1975)
 TK0590
 TK0590'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0590'RECOVERED IN GOOD CONDITION.
 TK0590
 TK0590                          STATION RECOVERY (1988)
 TK0590
 TK0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TK0590'THE MONUMENT IS LOCATED ABOUT 23.3 KM (14.50 MI) WEST OF THE TURNER,
 TK0590'MONTANA - CLIMAX, SASKATCHEWAN BORDER CROSSING AND ABOUT 16.7 KM
 TK0590'(10.40 MI) NORTH-NORTHWEST OF HOGELAND.
 TK0590'TO REACH THE MONUMENT FROM A GRAVEL CROSSROAD AT THE SOUTHEAST CORNER
 TK0590'OF HOGELAND, GO NORTH ON THE GRAVEL ROAD FOR 5.6 KM (3.50 MI) TO A
 TK0590'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 6.4 KM
 TK0590'(4.00 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH ON A GRAVEL
 TK0590'ROAD FOR 4.8 KM (3.00 MI) TO A SIDE ROAD RIGHT AT A CATTLE GUARD.
 TK0590'CONTINUE NORTH ON A BLADED ROAD FOR 1.6 KM (1.00 MI) TO A CROSSROAD.
 TK0590'TURN RIGHT AND GO EAST ON A BLADED ROAD FOR 1.6 KM (1.00 MI) TO A
 TK0590'CROSSROAD.  TURN LEFT AND GO NORTH ON A TRACK ROAD FOR 1.6 KM
 TK0590'(1.00 MI) TO A GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE AND
 TK0590'CONTINUE NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.8 KM (0.50 MI).
 TK0590'THENCE BEAR RIGHT AND GO EAST, THEN NORTH, ON A TRACK ROAD FOR 0.8 KM
 TK0590'(0.50 MI) TO THE SOUTH END OF AN EARTHEN DAM AT THE EAST END OF A
 TK0590'SMALL LAKE.  PASS ACROSS THE DAM AND GO NORTHEASTERLY ON A DIM TRACK
 TK0590'ROAD FOR 0.6 KM (0.35 MI) TO A GATE IN AN EAST-WEST FENCE.  PASS
 TK0590'THROUGH THE GATE, TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF THE
 TK0590'FENCE FOR 0.72 KM (0.45 MI) TO A POINT DIRECTLY SOUTH OF AN ABANDONED
 TK0590'AND DELAPIDATED SET OF RANCH BUILDINGS.  TURN LEFT AND GO NORTH
 TK0590'FOLLOWING THE TRACK ROAD FOR 0.32 KM (0.20 MI) TO THE RANCH
 TK0590'BUILDINGS.  BEAR RIGHT, AROUND THE BUILDINGS, AND GO NORTH ACROSS
 TK0590'OPEN PRAIRIE FOR 1.45 KM (0.90 MI) TO A GATE IN AN EAST-WEST FENCE AT
 TK0590'THE BOUNDARY.  PASS THROUGH THE GATE, TURN RIGHT, AND GO EAST BETWEEN
 TK0590'TWO FENCES FOR 1.56 KM (0.95 MI) TO THE MONUMENT.
 TK0590'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.47 KM
 TK0590'(0.90 MI) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE.
 TK0590'INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS IS CONVENTION OF
 TK0590'1818 ON THE EAST SIDE, TREATY OF 1908 ON THE WEST SIDE, UNITED STATES
 TK0590'ON THE SOUTH SIDE AND CANADA ON THE NORTH SIDE.  THE NUMBER, 437, IS
 TK0590'DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TK0590'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 2 CM TO THE NORTH.
 TK0590'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 3 CM SOUTH OF THE APEX OF
 TK0590'THE OBELISK, ON THE TOP OF THE SOUTH FACE OF THE TOP OF THE OBELISK.
 TK0590'THE AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY WHEEL.
 TK0590'MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A
 TK0590'FUTURE DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH MARK WILL BE
 TK0590'HELD FIXED DURING THE REPLUMBING.
 TK0590'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0650 ***********************************************************************
 TK0650  DESIGNATION -  BOUNDARY MON 438 CD US
 TK0650  PID         -  TK0650
 TK0650  STATE/COUNTY-  MT/BLAINE
 TK0650  USGS QUAD   -  HOGELAND NW (1984)
 TK0650
 TK0650                         *CURRENT SURVEY CONTROL
 TK0650  ___________________________________________________________________
 TK0650* NAD 83(1992)-  48 59 57.69511(N)    108 39 41.90842(W)     ADJUSTED  
 TK0650* NAVD 88     -       948.     (meters)    3110.     (feet)  SCALED    
 TK0650  ___________________________________________________________________
 TK0650  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 TK0650  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TK0650
 TK0650  HORZ ORDER  -  THIRD
 TK0650
 TK0650.The horizontal coordinates were established by classical geodetic methods
 TK0650.and adjusted by the National Geodetic Survey in July 1992..
 TK0650
 TK0650.The orthometric height was scaled from a topographic map.
 TK0650
 TK0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0650
 TK0650.The geoid height was determined by GEOID03.
 TK0650
 TK0650;                    North         East     Units Scale Factor Converg.
 TK0650;SPC MT       -   528,124.652   661,343.806   MT  0.99999961   +0 36 47.7
 TK0650;SPC MT       - 1,732,692.43  2,169,763.14   iFT  0.99999961   +0 36 47.7
 TK0650;UTM  12      - 5,430,019.221   671,029.096   MT  0.99995935   +1 45 54.7
 TK0650
 TK0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0650!SPC MT       -   0.99985409  x   0.99999961  =   0.99985370
 TK0650!UTM  12      -   0.99985409  x   0.99995935  =   0.99981345
 TK0650
 TK0650:                Primary Azimuth Mark                     Grid Az
 TK0650:SPC MT       -  BOUNDARY MON 437 CD US                   269 19 34.0
 TK0650:UTM  12      -  BOUNDARY MON 437 CD US                   268 10 27.0
 TK0650
 TK0650|---------------------------------------------------------------------|
 TK0650| PID    Reference Object                     Distance      Geod. Az  |
 TK0650|                                                           dddmmss.s |
 TK0650| TK0590 BOUNDARY MON 437 CD US              APPROX. 2.1 KM 2695621.7 |
 TK0650|---------------------------------------------------------------------|
 TK0650
 TK0650                          SUPERSEDED SURVEY CONTROL
 TK0650
 TK0650  NAD 83(1986)-  48 59 57.69271(N)    108 39 41.91579(W) AD(       ) 3
 TK0650
 TK0650.Superseded values are not recommended for survey control.
 TK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0650.See file dsdata.txt to determine how the superseded data were derived.
 TK0650
 TK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV7102930019(NAD 83)
 TK0650_MARKER: Z = SEE DESCRIPTION
 TK0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0650+STABILITY: SURFACE MOTION
 TK0650
 TK0650  HISTORY     - Date     Condition        Report By
 TK0650  HISTORY     - 1909     MONUMENTED       IBC
 TK0650  HISTORY     - 1975     GOOD             IBC
 TK0650
 TK0650                          STATION DESCRIPTION
 TK0650
 TK0650'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0650'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0650'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0650'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0650'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0650'
 TK0650'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0650'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0650'---OCTOBER 20, 1818---.
 TK0650'
 TK0650'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0650'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0650'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0650'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0650'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0650'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0650'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0650'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0650'
 TK0650'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0650'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0650'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0650'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0650'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0650'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0650'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0650'AND---CANADA---ON THE WEST SIDE.
 TK0650'
 TK0650'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0650'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0650'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0650'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0650'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0650
 TK0650                          STATION RECOVERY (1975)
 TK0650
 TK0650'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0651 ***********************************************************************
 TK0651  DESIGNATION -  BOUNDARY MON 439 CD US
 TK0651  PID         -  TK0651
 TK0651  STATE/COUNTY-  MT/BLAINE
 TK0651  USGS QUAD   -  MOSQUITO SPRINGS (1984)
 TK0651
 TK0651                         *CURRENT SURVEY CONTROL
 TK0651  ___________________________________________________________________
 TK0651* NAD 83(1992)-  48 59 57.79750(N)    108 37 30.93267(W)     ADJUSTED  
 TK0651* NAVD 88     -       957.     (meters)    3140.     (feet)  SCALED    
 TK0651  ___________________________________________________________________
 TK0651  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 TK0651  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 TK0651
 TK0651  HORZ ORDER  -  THIRD
 TK0651
 TK0651.The horizontal coordinates were established by classical geodetic methods
 TK0651.and adjusted by the National Geodetic Survey in July 1992..
 TK0651
 TK0651.The orthometric height was scaled from a topographic map.
 TK0651
 TK0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0651
 TK0651.The geoid height was determined by GEOID03.
 TK0651
 TK0651;                    North         East     Units Scale Factor Converg.
 TK0651;SPC MT       -   528,156.927   664,005.792   MT  0.99999962   +0 38 23.6
 TK0651;SPC MT       - 1,732,798.32  2,178,496.69   iFT  0.99999962   +0 38 23.6
 TK0651;UTM  12      - 5,430,105.022   673,689.802   MT  0.99997062   +1 47 33.6
 TK0651
 TK0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0651!SPC MT       -   0.99985268  x   0.99999962  =   0.99985230
 TK0651!UTM  12      -   0.99985268  x   0.99997062  =   0.99982331
 TK0651
 TK0651:                Primary Azimuth Mark                     Grid Az
 TK0651:SPC MT       -  BOUNDARY MON 438 CD US                   269 18 20.8
 TK0651:UTM  12      -  BOUNDARY MON 438 CD US                   268 09 10.8
 TK0651
 TK0651|---------------------------------------------------------------------|
 TK0651| PID    Reference Object                     Distance      Geod. Az  |
 TK0651|                                                           dddmmss.s |
 TK0651| TK0650 BOUNDARY MON 438 CD US              APPROX. 2.7 KM 2695644.4 |
 TK0651|---------------------------------------------------------------------|
 TK0651
 TK0651                          SUPERSEDED SURVEY CONTROL
 TK0651
 TK0651  NAD 83(1986)-  48 59 57.79561(N)    108 37 30.93947(W) AD(       ) 3
 TK0651
 TK0651.Superseded values are not recommended for survey control.
 TK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0651.See file dsdata.txt to determine how the superseded data were derived.
 TK0651
 TK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV7369030105(NAD 83)
 TK0651_MARKER: Z = SEE DESCRIPTION
 TK0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0651+STABILITY: SURFACE MOTION
 TK0651
 TK0651  HISTORY     - Date     Condition        Report By
 TK0651  HISTORY     - 1909     MONUMENTED       IBC
 TK0651  HISTORY     - 1975     GOOD             IBC
 TK0651
 TK0651                          STATION DESCRIPTION
 TK0651
 TK0651'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0651'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0651'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0651'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0651'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0651'
 TK0651'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0651'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0651'---OCTOBER 20, 1818---.
 TK0651'
 TK0651'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0651'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0651'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0651'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0651'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0651'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0651'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0651'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0651'
 TK0651'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0651'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0651'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0651'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0651'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0651'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0651'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0651'AND---CANADA---ON THE WEST SIDE.
 TK0651'
 TK0651'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0651'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0651'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0651'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0651'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0651
 TK0651                          STATION RECOVERY (1975)
 TK0651
 TK0651'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0652 ***********************************************************************
 TK0652  DESIGNATION -  BOUNDARY MON 440 CD US
 TK0652  PID         -  TK0652
 TK0652  STATE/COUNTY-  MT/BLAINE
 TK0652  USGS QUAD   -  MOSQUITO SPRINGS (1984)
 TK0652
 TK0652                         *CURRENT SURVEY CONTROL
 TK0652  ___________________________________________________________________
 TK0652* NAD 83(1992)-  48 59 57.86251(N)    108 35 50.31246(W)     ADJUSTED  
 TK0652* NAVD 88     -       953.     (meters)    3127.     (feet)  SCALED    
 TK0652  ___________________________________________________________________
 TK0652  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 TK0652  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TK0652
 TK0652  HORZ ORDER  -  THIRD
 TK0652
 TK0652.The horizontal coordinates were established by classical geodetic methods
 TK0652.and adjusted by the National Geodetic Survey in July 1992..
 TK0652
 TK0652.The orthometric height was scaled from a topographic map.
 TK0652
 TK0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0652
 TK0652.The geoid height was determined by GEOID03.
 TK0652
 TK0652;                    North         East     Units Scale Factor Converg.
 TK0652;SPC MT       -   528,182.140   666,050.817   MT  0.99999963   +0 39 37.2
 TK0652;SPC MT       - 1,732,881.04  2,185,206.09   iFT  0.99999963   +0 39 37.2
 TK0652;UTM  12      - 5,430,171.383   675,733.856   MT  0.99997939   +1 48 49.6
 TK0652
 TK0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0652!SPC MT       -   0.99985331  x   0.99999963  =   0.99985294
 TK0652!UTM  12      -   0.99985331  x   0.99997939  =   0.99983271
 TK0652
 TK0652:                Primary Azimuth Mark                     Grid Az
 TK0652:SPC MT       -  BOUNDARY MON 439 CD US                   269 17 38.2
 TK0652:UTM  12      -  BOUNDARY MON 439 CD US                   268 08 25.8
 TK0652
 TK0652|---------------------------------------------------------------------|
 TK0652| PID    Reference Object                     Distance      Geod. Az  |
 TK0652|                                                           dddmmss.s |
 TK0652| TK0651 BOUNDARY MON 439 CD US              APPROX. 2.0 KM 2695715.4 |
 TK0652|---------------------------------------------------------------------|
 TK0652
 TK0652                          SUPERSEDED SURVEY CONTROL
 TK0652
 TK0652  NAD 83(1986)-  48 59 57.86095(N)    108 35 50.31867(W) AD(       ) 3
 TK0652
 TK0652.Superseded values are not recommended for survey control.
 TK0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0652.See file dsdata.txt to determine how the superseded data were derived.
 TK0652
 TK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV7573430171(NAD 83)
 TK0652_MARKER: Z = SEE DESCRIPTION
 TK0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0652+STABILITY: SURFACE MOTION
 TK0652
 TK0652  HISTORY     - Date     Condition        Report By
 TK0652  HISTORY     - 1909     MONUMENTED       IBC
 TK0652  HISTORY     - 1975     GOOD             IBC
 TK0652
 TK0652                          STATION DESCRIPTION
 TK0652
 TK0652'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0652'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0652'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0652'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0652'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0652'
 TK0652'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0652'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0652'---OCTOBER 20, 1818---.
 TK0652'
 TK0652'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0652'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0652'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0652'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0652'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0652'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0652'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0652'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0652'
 TK0652'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0652'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0652'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0652'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0652'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0652'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0652'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0652'AND---CANADA---ON THE WEST SIDE.
 TK0652'
 TK0652'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0652'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0652'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0652'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0652'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0652
 TK0652                          STATION RECOVERY (1975)
 TK0652
 TK0652'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0653 ***********************************************************************
 TK0653  DESIGNATION -  BOUNDARY MON 441 CD US
 TK0653  PID         -  TK0653
 TK0653  STATE/COUNTY-  MT/BLAINE
 TK0653  USGS QUAD   -  MOSQUITO SPRINGS (1984)
 TK0653
 TK0653                         *CURRENT SURVEY CONTROL
 TK0653  ___________________________________________________________________
 TK0653* NAD 83(1992)-  48 59 57.95517(N)    108 33 21.45274(W)     ADJUSTED  
 TK0653* NAVD 88     -       926.     (meters)    3038.     (feet)  SCALED    
 TK0653  ___________________________________________________________________
 TK0653  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 TK0653  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 TK0653
 TK0653  HORZ ORDER  -  THIRD
 TK0653
 TK0653.The horizontal coordinates were established by classical geodetic methods
 TK0653.and adjusted by the National Geodetic Survey in July 1992..
 TK0653
 TK0653.The orthometric height was scaled from a topographic map.
 TK0653
 TK0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0653
 TK0653.The geoid height was determined by GEOID03.
 TK0653
 TK0653;                    North         East     Units Scale Factor Converg.
 TK0653;SPC MT       -   528,220.670   669,076.255   MT  0.99999965   +0 41 26.1
 TK0653;SPC MT       - 1,733,007.45  2,195,132.07   iFT  0.99999965   +0 41 26.1
 TK0653;UTM  12      - 5,430,270.834   678,757.863   MT  0.99999256   +1 50 42.0
 TK0653
 TK0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0653!SPC MT       -   0.99985755  x   0.99999965  =   0.99985720
 TK0653!UTM  12      -   0.99985755  x   0.99999256  =   0.99985011
 TK0653
 TK0653:                Primary Azimuth Mark                     Grid Az
 TK0653:SPC MT       -  BOUNDARY MON 440 CD US                   269 16 14.9
 TK0653:UTM  12      -  BOUNDARY MON 440 CD US                   268 06 59.0
 TK0653
 TK0653|---------------------------------------------------------------------|
 TK0653| PID    Reference Object                     Distance      Geod. Az  |
 TK0653|                                                           dddmmss.s |
 TK0653| TK0652 BOUNDARY MON 440 CD US              APPROX. 3.0 KM 2695741.0 |
 TK0653|---------------------------------------------------------------------|
 TK0653
 TK0653                          SUPERSEDED SURVEY CONTROL
 TK0653
 TK0653  NAD 83(1986)-  48 59 57.95395(N)    108 33 21.45839(W) AD(       ) 3
 TK0653
 TK0653.Superseded values are not recommended for survey control.
 TK0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0653.See file dsdata.txt to determine how the superseded data were derived.
 TK0653
 TK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV7875830271(NAD 83)
 TK0653_MARKER: Z = SEE DESCRIPTION
 TK0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0653+STABILITY: SURFACE MOTION
 TK0653
 TK0653  HISTORY     - Date     Condition        Report By
 TK0653  HISTORY     - 1909     MONUMENTED       IBC
 TK0653  HISTORY     - 1975     GOOD             IBC
 TK0653
 TK0653                          STATION DESCRIPTION
 TK0653
 TK0653'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0653'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0653'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0653'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0653'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0653'
 TK0653'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0653'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0653'---OCTOBER 20, 1818---.
 TK0653'
 TK0653'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0653'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0653'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0653'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0653'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0653'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0653'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0653'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0653'
 TK0653'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0653'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0653'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0653'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0653'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0653'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0653'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0653'AND---CANADA---ON THE WEST SIDE.
 TK0653'
 TK0653'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0653'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0653'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0653'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0653'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0653
 TK0653                          STATION RECOVERY (1975)
 TK0653
 TK0653'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0654 ***********************************************************************
 TK0654  DESIGNATION -  BOUNDARY MON 442 CD US
 TK0654  PID         -  TK0654
 TK0654  STATE/COUNTY-  MT/BLAINE
 TK0654  USGS QUAD   -  MOSQUITO SPRINGS (1984)
 TK0654
 TK0654                         *CURRENT SURVEY CONTROL
 TK0654  ___________________________________________________________________
 TK0654* NAD 83(1992)-  48 59 58.02731(N)    108 31 25.62998(W)     ADJUSTED  
 TK0654* NAVD 88     -       928.     (meters)    3045.     (feet)  SCALED    
 TK0654  ___________________________________________________________________
 TK0654  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 TK0654  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 TK0654
 TK0654  HORZ ORDER  -  THIRD
 TK0654
 TK0654.The horizontal coordinates were established by classical geodetic methods
 TK0654.and adjusted by the National Geodetic Survey in July 1992..
 TK0654
 TK0654.The orthometric height was scaled from a topographic map.
 TK0654
 TK0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0654
 TK0654.The geoid height was determined by GEOID03.
 TK0654
 TK0654;                    North         East     Units Scale Factor Converg.
 TK0654;SPC MT       -   528,251.756   671,430.232   MT  0.99999966   +0 42 50.8
 TK0654;SPC MT       - 1,733,109.44  2,202,855.09   iFT  0.99999966   +0 42 50.8
 TK0654;UTM  12      - 5,430,349.355   681,110.730   MT  1.00000297   +1 52 09.5
 TK0654
 TK0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0654!SPC MT       -   0.99985724  x   0.99999966  =   0.99985690
 TK0654!UTM  12      -   0.99985724  x   1.00000297  =   0.99986021
 TK0654
 TK0654:                Primary Azimuth Mark                     Grid Az
 TK0654:SPC MT       -  BOUNDARY MON 441 CD US                   269 14 37.7
 TK0654:UTM  12      -  BOUNDARY MON 441 CD US                   268 05 19.0
 TK0654
 TK0654|---------------------------------------------------------------------|
 TK0654| PID    Reference Object                     Distance      Geod. Az  |
 TK0654|                                                           dddmmss.s |
 TK0654| TK0653 BOUNDARY MON 441 CD US              APPROX. 2.4 KM 2695728.5 |
 TK0654|---------------------------------------------------------------------|
 TK0654
 TK0654                          SUPERSEDED SURVEY CONTROL
 TK0654
 TK0654  NAD 83(1986)-  48 59 58.02612(N)    108 31 25.63503(W) AD(       ) 3
 TK0654
 TK0654.Superseded values are not recommended for survey control.
 TK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0654.See file dsdata.txt to determine how the superseded data were derived.
 TK0654
 TK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV8111130349(NAD 83)
 TK0654_MARKER: Z = SEE DESCRIPTION
 TK0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0654+STABILITY: SURFACE MOTION
 TK0654
 TK0654  HISTORY     - Date     Condition        Report By
 TK0654  HISTORY     - 1909     MONUMENTED       IBC
 TK0654  HISTORY     - 1975     GOOD             IBC
 TK0654
 TK0654                          STATION DESCRIPTION
 TK0654
 TK0654'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0654'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0654'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0654'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0654'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0654'
 TK0654'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0654'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0654'---OCTOBER 20, 1818---.
 TK0654'
 TK0654'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0654'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0654'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0654'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0654'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0654'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0654'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0654'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0654'
 TK0654'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0654'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0654'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0654'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0654'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0654'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0654'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0654'AND---CANADA---ON THE WEST SIDE.
 TK0654'
 TK0654'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0654'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0654'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0654'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0654'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0654
 TK0654                          STATION RECOVERY (1975)
 TK0654
 TK0654'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0655 ***********************************************************************
 TK0655  DESIGNATION -  BOUNDARY MON 443 CD US
 TK0655  PID         -  TK0655
 TK0655  STATE/COUNTY-  MT/BLAINE
 TK0655  USGS QUAD   -  MOSQUITO SPRINGS (1984)
 TK0655
 TK0655                         *CURRENT SURVEY CONTROL
 TK0655  ___________________________________________________________________
 TK0655* NAD 83(1992)-  48 59 58.07756(N)    108 30 10.73578(W)     ADJUSTED  
 TK0655* NAVD 88     -       925.     (meters)    3035.     (feet)  SCALED    
 TK0655  ___________________________________________________________________
 TK0655  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 TK0655  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TK0655
 TK0655  HORZ ORDER  -  THIRD
 TK0655
 TK0655.The horizontal coordinates were established by classical geodetic methods
 TK0655.and adjusted by the National Geodetic Survey in July 1992..
 TK0655
 TK0655.The orthometric height was scaled from a topographic map.
 TK0655
 TK0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0655
 TK0655.The geoid height was determined by GEOID03.
 TK0655
 TK0655;                    North         East     Units Scale Factor Converg.
 TK0655;SPC MT       -   528,272.482   672,952.369   MT  0.99999967   +0 43 45.6
 TK0655;SPC MT       - 1,733,177.43  2,207,848.98   iFT  0.99999967   +0 43 45.6
 TK0655;UTM  12      - 5,430,400.772   682,632.151   MT  1.00000977   +1 53 06.1
 TK0655
 TK0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0655!SPC MT       -   0.99985771  x   0.99999967  =   0.99985738
 TK0655!UTM  12      -   0.99985771  x   1.00000977  =   0.99986748
 TK0655
 TK0655:                Primary Azimuth Mark                     Grid Az
 TK0655:SPC MT       -  BOUNDARY MON 442 CD US                   269 13 12.3
 TK0655:UTM  12      -  BOUNDARY MON 442 CD US                   268 03 51.8
 TK0655
 TK0655|---------------------------------------------------------------------|
 TK0655| PID    Reference Object                     Distance      Geod. Az  |
 TK0655|                                                           dddmmss.s |
 TK0655| TK0654 BOUNDARY MON 442 CD US              APPROX. 1.5 KM 2695657.9 |
 TK0655|---------------------------------------------------------------------|
 TK0655
 TK0655                          SUPERSEDED SURVEY CONTROL
 TK0655
 TK0655  NAD 83(1986)-  48 59 58.07620(N)    108 30 10.74026(W) AD(       ) 3
 TK0655
 TK0655.Superseded values are not recommended for survey control.
 TK0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0655.See file dsdata.txt to determine how the superseded data were derived.
 TK0655
 TK0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV8263230401(NAD 83)
 TK0655_MARKER: Z = SEE DESCRIPTION
 TK0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0655+STABILITY: SURFACE MOTION
 TK0655
 TK0655  HISTORY     - Date     Condition        Report By
 TK0655  HISTORY     - 1909     MONUMENTED       IBC
 TK0655  HISTORY     - 1975     GOOD             IBC
 TK0655
 TK0655                          STATION DESCRIPTION
 TK0655
 TK0655'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0655'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0655'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0655'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0655'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0655'
 TK0655'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0655'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0655'---OCTOBER 20, 1818---.
 TK0655'
 TK0655'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0655'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0655'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0655'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0655'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0655'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0655'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0655'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0655'
 TK0655'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0655'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0655'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0655'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0655'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0655'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0655'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0655'AND---CANADA---ON THE WEST SIDE.
 TK0655'
 TK0655'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0655'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0655'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0655'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0655'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0655
 TK0655                          STATION RECOVERY (1975)
 TK0655
 TK0655'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0656 ***********************************************************************
 TK0656  DESIGNATION -  BOUNDARY MON 444 CD US
 TK0656  PID         -  TK0656
 TK0656  STATE/COUNTY-  MT/BLAINE
 TK0656  USGS QUAD   -  TURNER NW (1984)
 TK0656
 TK0656                         *CURRENT SURVEY CONTROL
 TK0656  ___________________________________________________________________
 TK0656* NAD 83(1992)-  48 59 58.14469(N)    108 28 28.11798(W)     ADJUSTED  
 TK0656* NAVD 88     -       922.     (meters)    3025.     (feet)  SCALED    
 TK0656  ___________________________________________________________________
 TK0656  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 TK0656  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 TK0656
 TK0656  HORZ ORDER  -  THIRD
 TK0656
 TK0656.The horizontal coordinates were established by classical geodetic methods
 TK0656.and adjusted by the National Geodetic Survey in July 1992..
 TK0656
 TK0656.The orthometric height was scaled from a topographic map.
 TK0656
 TK0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0656
 TK0656.The geoid height was determined by GEOID03.
 TK0656
 TK0656;                    North         East     Units Scale Factor Converg.
 TK0656;SPC MT       -   528,301.485   675,037.948   MT  0.99999968   +0 45 00.6
 TK0656;SPC MT       - 1,733,272.59  2,214,691.43   iFT  0.99999968   +0 45 00.6
 TK0656;UTM  12      - 5,430,471.847   684,716.750   MT  1.00001918   +1 54 23.6
 TK0656
 TK0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0656!SPC MT       -   0.99985818  x   0.99999968  =   0.99985786
 TK0656!UTM  12      -   0.99985818  x   1.00001918  =   0.99987736
 TK0656
 TK0656:                Primary Azimuth Mark                     Grid Az
 TK0656:SPC MT       -  BOUNDARY MON 443 CD US                   269 12 13.0
 TK0656:UTM  12      -  BOUNDARY MON 443 CD US                   268 02 50.0
 TK0656
 TK0656|---------------------------------------------------------------------|
 TK0656| PID    Reference Object                     Distance      Geod. Az  |
 TK0656|                                                           dddmmss.s |
 TK0656| TK0655 BOUNDARY MON 443 CD US              APPROX. 2.1 KM 2695713.6 |
 TK0656|---------------------------------------------------------------------|
 TK0656
 TK0656                          SUPERSEDED SURVEY CONTROL
 TK0656
 TK0656  NAD 83(1986)-  48 59 58.14298(N)    108 28 28.12189(W) AD(       ) 3
 TK0656
 TK0656.Superseded values are not recommended for survey control.
 TK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0656.See file dsdata.txt to determine how the superseded data were derived.
 TK0656
 TK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV8471730472(NAD 83)
 TK0656_MARKER: Z = SEE DESCRIPTION
 TK0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0656+STABILITY: SURFACE MOTION
 TK0656
 TK0656  HISTORY     - Date     Condition        Report By
 TK0656  HISTORY     - 1909     MONUMENTED       IBC
 TK0656  HISTORY     - 1975     GOOD             IBC
 TK0656
 TK0656                          STATION DESCRIPTION
 TK0656
 TK0656'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0656'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0656'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0656'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0656'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0656'
 TK0656'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0656'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0656'---OCTOBER 20, 1818---.
 TK0656'
 TK0656'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0656'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0656'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0656'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0656'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0656'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0656'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0656'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0656'
 TK0656'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0656'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0656'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0656'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0656'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0656'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0656'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0656'AND---CANADA---ON THE WEST SIDE.
 TK0656'
 TK0656'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0656'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0656'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0656'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0656'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0656
 TK0656                          STATION RECOVERY (1975)
 TK0656
 TK0656'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0657 ***********************************************************************
 TK0657  DESIGNATION -  BOUNDARY MON 445 CD US
 TK0657  PID         -  TK0657
 TK0657  STATE/COUNTY-  MT/BLAINE
 TK0657  USGS QUAD   -  TURNER NW (1984)
 TK0657
 TK0657                         *CURRENT SURVEY CONTROL
 TK0657  ___________________________________________________________________
 TK0657* NAD 83(1992)-  48 59 58.12998(N)    108 26 32.42307(W)     ADJUSTED  
 TK0657* NAVD 88     -       916.     (meters)    3005.     (feet)  SCALED    
 TK0657  ___________________________________________________________________
 TK0657  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 TK0657  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 TK0657
 TK0657  HORZ ORDER  -  THIRD
 TK0657
 TK0657.The horizontal coordinates were established by classical geodetic methods
 TK0657.and adjusted by the National Geodetic Survey in July 1992..
 TK0657
 TK0657.The orthometric height was scaled from a topographic map.
 TK0657
 TK0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0657
 TK0657.The geoid height was determined by GEOID03.
 TK0657
 TK0657;                    North         East     Units Scale Factor Converg.
 TK0657;SPC MT       -   528,332.301   677,389.326   MT  0.99999968   +0 46 25.3
 TK0657;SPC MT       - 1,733,373.69  2,222,405.93   iFT  0.99999968   +0 46 25.3
 TK0657;UTM  12      - 5,430,550.128   687,067.086   MT  1.00002991   +1 55 51.0
 TK0657
 TK0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0657!SPC MT       -   0.99985913  x   0.99999968  =   0.99985881
 TK0657!UTM  12      -   0.99985913  x   1.00002991  =   0.99988903
 TK0657
 TK0657:                Primary Azimuth Mark                     Grid Az
 TK0657:SPC MT       -  BOUNDARY MON 444 CD US                   269 14 58.2
 TK0657:UTM  12      -  BOUNDARY MON 444 CD US                   268 05 32.5
 TK0657
 TK0657|---------------------------------------------------------------------|
 TK0657| PID    Reference Object                     Distance      Geod. Az  |
 TK0657|                                                           dddmmss.s |
 TK0657| TK0656 BOUNDARY MON 444 CD US              APPROX. 2.4 KM 2700123.5 |
 TK0657|---------------------------------------------------------------------|
 TK0657
 TK0657                          SUPERSEDED SURVEY CONTROL
 TK0657
 TK0657  NAD 83(1986)-  48 59 58.12796(N)    108 26 32.42642(W) AD(       ) 3
 TK0657
 TK0657.Superseded values are not recommended for survey control.
 TK0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0657.See file dsdata.txt to determine how the superseded data were derived.
 TK0657
 TK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV8706730550(NAD 83)
 TK0657_MARKER: Z = SEE DESCRIPTION
 TK0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0657+STABILITY: SURFACE MOTION
 TK0657
 TK0657  HISTORY     - Date     Condition        Report By
 TK0657  HISTORY     - 1909     MONUMENTED       IBC
 TK0657  HISTORY     - 1975     GOOD             IBC
 TK0657
 TK0657                          STATION DESCRIPTION
 TK0657
 TK0657'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0657'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0657'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0657'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0657'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0657'
 TK0657'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0657'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0657'---OCTOBER 20, 1818---.
 TK0657'
 TK0657'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0657'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0657'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0657'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0657'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0657'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0657'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0657'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0657'
 TK0657'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0657'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0657'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0657'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0657'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0657'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0657'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0657'AND---CANADA---ON THE WEST SIDE.
 TK0657'
 TK0657'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0657'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0657'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0657'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0657'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0657
 TK0657                          STATION RECOVERY (1975)
 TK0657
 TK0657'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0659 ***********************************************************************
 TK0659  DESIGNATION -  BOUNDARY MON 446 A
 TK0659  PID         -  TK0659
 TK0659  STATE/COUNTY-  MT/BLAINE
 TK0659  USGS QUAD   -  TURNER NW (1984)
 TK0659
 TK0659                         *CURRENT SURVEY CONTROL
 TK0659  ___________________________________________________________________
 TK0659* NAD 83(1992)-  48 59 58.25371(N)    108 23 16.52484(W)     ADJUSTED  
 TK0659* NAVD 88     -       918.     (meters)    3012.     (feet)  SCALED    
 TK0659  ___________________________________________________________________
 TK0659  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 TK0659  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TK0659
 TK0659  HORZ ORDER  -  THIRD
 TK0659
 TK0659.The horizontal coordinates were established by classical geodetic methods
 TK0659.and adjusted by the National Geodetic Survey in July 1992..
 TK0659
 TK0659.The orthometric height was scaled from a topographic map.
 TK0659
 TK0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0659
 TK0659.The geoid height was determined by GEOID03.
 TK0659
 TK0659;                    North         East     Units Scale Factor Converg.
 TK0659;SPC MT       -   528,391.272   681,370.659   MT  0.99999970   +0 48 48.6
 TK0659;SPC MT       - 1,733,567.17  2,235,468.04   iFT  0.99999970   +0 48 48.6
 TK0659;UTM  12      - 5,430,689.539   691,046.571   MT  1.00004840   +1 58 19.0
 TK0659
 TK0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0659!SPC MT       -   0.99985882  x   0.99999970  =   0.99985852
 TK0659!UTM  12      -   0.99985882  x   1.00004840  =   0.99990721
 TK0659
 TK0659|---------------------------------------------------------------------|
 TK0659| PID    Reference Object                     Distance      Geod. Az  |
 TK0659|                                                           dddmmss.s |
 TK0659| TK0660 BOUNDARY MON 447 CD US               20.207 METERS 08955     |
 TK0659| TK0658 BOUNDARY MON 446 CD US              APPROX. 2.6 KM 2695522.7 |
 TK0659|---------------------------------------------------------------------|
 TK0659
 TK0659                          SUPERSEDED SURVEY CONTROL
 TK0659
 TK0659  NAD 83(1986)-  48 59 58.25112(N)    108 23 16.52709(W) AD(       ) 3
 TK0659
 TK0659.Superseded values are not recommended for survey control.
 TK0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0659.See file dsdata.txt to determine how the superseded data were derived.
 TK0659
 TK0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV9104730690(NAD 83)
 TK0659_MARKER: U = CONCRETE POST
 TK0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0659+STABILITY: SURFACE MOTION
 TK0659
 TK0659  HISTORY     - Date     Condition        Report By
 TK0659  HISTORY     - 1945     MONUMENTED       IBC
 TK0659  HISTORY     - 1971     GOOD             IBC
 TK0659  HISTORY     - 1975     GOOD             IBC
 TK0659
 TK0659                          STATION DESCRIPTION
 TK0659
 TK0659'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TK0659'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TK0659'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TK0659'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TK0659'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TK0659'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TK0659'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TK0659'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TK0659'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TK0659'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TK0659'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TK0659'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TK0659'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TK0659'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TK0659'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TK0659'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TK0659'CONCRETE.
 TK0659'
 TK0659'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TK0659'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TK0659'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TK0659'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TK0659'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TK0659'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TK0659'TOGETHER WITH MONUMENT 447 IT MARKS THE BOUNDARY CROSSING OF THE
 TK0659'HIGHWAY BETWEEN TURNER, MONTANA, AND TREELON, SASKATCHEWAN.  THIS
 TK0659'HIGHWAY IS DESIGNATED SASKATCHEWAN NO 37 NORTH OF THE BOUNDARY.
 TK0659
 TK0659                          STATION RECOVERY (1971)
 TK0659
 TK0659'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TK0659'RECOVERED IN GOOD CONDITION.
 TK0659
 TK0659                          STATION RECOVERY (1975)
 TK0659
 TK0659'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0658 ***********************************************************************
 TK0658  DESIGNATION -  BOUNDARY MON 446 CD US
 TK0658  PID         -  TK0658
 TK0658  STATE/COUNTY-  MT/BLAINE
 TK0658  USGS QUAD   -  TURNER NW (1984)
 TK0658
 TK0658                         *CURRENT SURVEY CONTROL
 TK0658  ___________________________________________________________________
 TK0658* NAD 83(1992)-  48 59 58.11879(N)    108 25 26.18790(W)     ADJUSTED  
 TK0658* NAVD 88     -       918.     (meters)    3012.     (feet)  SCALED    
 TK0658  ___________________________________________________________________
 TK0658  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 TK0658  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 TK0658
 TK0658  HORZ ORDER  -  THIRD
 TK0658
 TK0658.The horizontal coordinates were established by classical geodetic methods
 TK0658.and adjusted by the National Geodetic Survey in July 1992..
 TK0658
 TK0658.The orthometric height was scaled from a topographic map.
 TK0658
 TK0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0658
 TK0658.The geoid height was determined by GEOID03.
 TK0658
 TK0658;                    North         East     Units Scale Factor Converg.
 TK0658;SPC MT       -   528,350.292   678,735.482   MT  0.99999968   +0 47 13.7
 TK0658;SPC MT       - 1,733,432.72  2,226,822.45   iFT  0.99999968   +0 47 13.7
 TK0658;UTM  12      - 5,430,595.308   688,412.649   MT  1.00003612   +1 56 41.0
 TK0658
 TK0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0658!SPC MT       -   0.99985881  x   0.99999968  =   0.99985849
 TK0658!UTM  12      -   0.99985881  x   1.00003612  =   0.99989493
 TK0658
 TK0658:                Primary Azimuth Mark                     Grid Az
 TK0658:SPC MT       -  BOUNDARY MON 445 CD US                   269 14 04.3
 TK0658:UTM  12      -  BOUNDARY MON 445 CD US                   268 04 37.0
 TK0658
 TK0658|---------------------------------------------------------------------|
 TK0658| PID    Reference Object                     Distance      Geod. Az  |
 TK0658|                                                           dddmmss.s |
 TK0658| TK0657 BOUNDARY MON 445 CD US              APPROX. 1.3 KM 2700118.0 |
 TK0658|---------------------------------------------------------------------|
 TK0658
 TK0658                          SUPERSEDED SURVEY CONTROL
 TK0658
 TK0658  NAD 83(1986)-  48 59 58.11657(N)    108 25 26.19071(W) AD(       ) 3
 TK0658
 TK0658.Superseded values are not recommended for survey control.
 TK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0658.See file dsdata.txt to determine how the superseded data were derived.
 TK0658
 TK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV8841330595(NAD 83)
 TK0658_MARKER: Z = SEE DESCRIPTION
 TK0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0658+STABILITY: SURFACE MOTION
 TK0658
 TK0658  HISTORY     - Date     Condition        Report By
 TK0658  HISTORY     - 1909     MONUMENTED       IBC
 TK0658  HISTORY     - 1945     GOOD             IBC
 TK0658  HISTORY     - 1975     GOOD             IBC
 TK0658
 TK0658                          STATION DESCRIPTION
 TK0658
 TK0658'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0658'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0658'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0658'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0658'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0658'
 TK0658'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0658'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0658'---OCTOBER 20, 1818---.
 TK0658'
 TK0658'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0658'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0658'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0658'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0658'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0658'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0658'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0658'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0658'
 TK0658'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0658'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0658'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0658'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0658'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0658'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0658'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0658'AND---CANADA---ON THE WEST SIDE.
 TK0658'
 TK0658'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0658'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0658'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0658'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0658'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0658
 TK0658                          STATION RECOVERY (1945)
 TK0658
 TK0658'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TK0658'RECOVERED IN GOOD CONDITION.
 TK0658
 TK0658                          STATION RECOVERY (1975)
 TK0658
 TK0658'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0660 ***********************************************************************
 TK0660  DESIGNATION -  BOUNDARY MON 447 CD US
 TK0660  PID         -  TK0660
 TK0660  STATE/COUNTY-  MT/BLAINE
 TK0660  USGS QUAD   -  TURNER NW (1984)
 TK0660
 TK0660                         *CURRENT SURVEY CONTROL
 TK0660  ___________________________________________________________________
 TK0660* NAD 83(1992)-  48 59 58.25459(N)    108 23 15.53068(W)     ADJUSTED  
 TK0660* NAVD 88     -       918.     (meters)    3012.     (feet)  SCALED    
 TK0660  ___________________________________________________________________
 TK0660  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 TK0660  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TK0660
 TK0660  HORZ ORDER  -  THIRD
 TK0660
 TK0660.The horizontal coordinates were established by classical geodetic methods
 TK0660.and adjusted by the National Geodetic Survey in July 1992..
 TK0660
 TK0660.The orthometric height was scaled from a topographic map.
 TK0660
 TK0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0660
 TK0660.The geoid height was determined by GEOID03.
 TK0660
 TK0660;                    North         East     Units Scale Factor Converg.
 TK0660;SPC MT       -   528,391.586   681,390.864   MT  0.99999970   +0 48 49.3
 TK0660;SPC MT       - 1,733,568.20  2,235,534.33   iFT  0.99999970   +0 48 49.3
 TK0660;UTM  12      - 5,430,690.262   691,066.766   MT  1.00004849   +1 58 19.7
 TK0660
 TK0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0660!SPC MT       -   0.99985882  x   0.99999970  =   0.99985852
 TK0660!UTM  12      -   0.99985882  x   1.00004849  =   0.99990730
 TK0660
 TK0660:                Primary Azimuth Mark                     Grid Az
 TK0660:SPC MT       -  BOUNDARY MON 446 CD US                   269 06 34.2
 TK0660:UTM  12      -  BOUNDARY MON 446 CD US                   267 57 03.8
 TK0660
 TK0660|---------------------------------------------------------------------|
 TK0660| PID    Reference Object                     Distance      Geod. Az  |
 TK0660|                                                           dddmmss.s |
 TK0660| TK0658 BOUNDARY MON 446 CD US              APPROX. 2.7 KM 2695523.5 |
 TK0660|---------------------------------------------------------------------|
 TK0660
 TK0660                          SUPERSEDED SURVEY CONTROL
 TK0660
 TK0660  NAD 83(1986)-  48 59 58.25200(N)    108 23 15.53292(W) AD(       ) 3
 TK0660
 TK0660.Superseded values are not recommended for survey control.
 TK0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0660.See file dsdata.txt to determine how the superseded data were derived.
 TK0660
 TK0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV9106730690(NAD 83)
 TK0660_MARKER: Z = SEE DESCRIPTION
 TK0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0660+STABILITY: SURFACE MOTION
 TK0660
 TK0660  HISTORY     - Date     Condition        Report By
 TK0660  HISTORY     - 1909     MONUMENTED       IBC
 TK0660  HISTORY     - 1944     GOOD             IBC
 TK0660  HISTORY     - 1945     GOOD             IBC
 TK0660  HISTORY     - 1971     GOOD             IBC
 TK0660  HISTORY     - 1975     GOOD             IBC
 TK0660
 TK0660                          STATION DESCRIPTION
 TK0660
 TK0660'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0660'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0660'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0660'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0660'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0660'
 TK0660'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0660'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0660'---OCTOBER 20, 1818---.
 TK0660'
 TK0660'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0660'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0660'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0660'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0660'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0660'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0660'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0660'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0660'
 TK0660'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0660'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0660'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0660'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0660'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0660'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0660'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0660'AND---CANADA---ON THE WEST SIDE.
 TK0660'
 TK0660'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0660'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0660'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0660'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0660'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0660
 TK0660                          STATION RECOVERY (1944)
 TK0660
 TK0660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1944
 TK0660'RECOVERED IN GOOD CONDITION.
 TK0660
 TK0660                          STATION RECOVERY (1945)
 TK0660
 TK0660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TK0660'RECOVERED IN GOOD CONDITION.
 TK0660
 TK0660                          STATION RECOVERY (1971)
 TK0660
 TK0660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TK0660'RECOVERED IN GOOD CONDITION.
 TK0660
 TK0660                          STATION RECOVERY (1975)
 TK0660
 TK0660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0591 ***********************************************************************
 TK0591  DESIGNATION -  BOUNDARY MON 448 CD US
 TK0591  PID         -  TK0591
 TK0591  STATE/COUNTY-  MT/BLAINE
 TK0591  USGS QUAD   -  TURNER NE (1984)
 TK0591
 TK0591                         *CURRENT SURVEY CONTROL
 TK0591  ___________________________________________________________________
 TK0591* NAD 83(1992)-  48 59 58.39122(N)    108 21 06.70721(W)     ADJUSTED  
 TK0591* NAVD 88     -       898.7    (meters)    2948.     (feet)  VERTCON   
 TK0591  ___________________________________________________________________
 TK0591  X           -  -1,320,189.423 (meters)                     COMP
 TK0591  Y           -  -3,979,796.251 (meters)                     COMP
 TK0591  Z           -   4,791,191.905 (meters)                     COMP
 TK0591  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 TK0591  ELLIP HEIGHT-         882.15  (meters)          (07/28/92) GPS OBS
 TK0591  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 TK0591
 TK0591  HORZ ORDER  -  FIRST
 TK0591  ELLP ORDER  -  FIFTH     CLASS I
 TK0591
 TK0591.The horizontal coordinates were established by GPS observations
 TK0591.and adjusted by the National Geodetic Survey in July 1992..
 TK0591
 TK0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0591
 TK0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0591
 TK0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0591
 TK0591.The ellipsoidal height was determined by GPS observations
 TK0591.and is referenced to NAD 83.
 TK0591
 TK0591.The geoid height was determined by GEOID03.
 TK0591
 TK0591;                    North         East     Units Scale Factor Converg.
 TK0591;SPC MT       -   528,433.589   684,008.955   MT  0.99999972   +0 50 23.5
 TK0591;SPC MT       - 1,733,706.00  2,244,123.87   iFT  0.99999972   +0 50 23.5
 TK0591;UTM  12      - 5,430,785.212   693,683.616   MT  1.00006086   +1 59 57.0
 TK0591
 TK0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0591!SPC MT       -   0.99986177  x   0.99999972  =   0.99986149
 TK0591!UTM  12      -   0.99986177  x   1.00006086  =   0.99992263
 TK0591
 TK0591:                Primary Azimuth Mark                     Grid Az
 TK0591:SPC MT       -  BOUNDARY MON 447 CD US                   269 04 52.6
 TK0591:UTM  12      -  BOUNDARY MON 447 CD US                   267 55 19.1
 TK0591
 TK0591|---------------------------------------------------------------------|
 TK0591| PID    Reference Object                     Distance      Geod. Az  |
 TK0591|                                                           dddmmss.s |
 TK0591| TK0660 BOUNDARY MON 447 CD US              APPROX. 2.6 KM 2695516.1 |
 TK0591|---------------------------------------------------------------------|
 TK0591
 TK0591                          SUPERSEDED SURVEY CONTROL
 TK0591
 TK0591  NAD 83(1986)-  48 59 58.38843(N)    108 21 06.70892(W) AD(       ) 1
 TK0591  NGVD 29 (08/25/89)  897.9    (m)         2946.     (f) GPS OBS        
 TK0591
 TK0591.Superseded values are not recommended for survey control.
 TK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0591.See file dsdata.txt to determine how the superseded data were derived.
 TK0591
 TK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV9368430785(NAD 83)
 TK0591_MARKER: DU = BOUNDARY MARKER
 TK0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TK0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0591+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 TK0591
 TK0591  HISTORY     - Date     Condition        Report By
 TK0591  HISTORY     - 1909     MONUMENTED       IBC
 TK0591  HISTORY     - 1909     GOOD             IBC
 TK0591  HISTORY     - 1975     GOOD             IBC
 TK0591  HISTORY     - 19880817 SEE DESCRIPTION  NGS
 TK0591
 TK0591                          STATION DESCRIPTION
 TK0591
 TK0591'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0591'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0591'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0591'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0591'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0591'
 TK0591'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0591'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0591'---OCTOBER 20, 1818---.
 TK0591'
 TK0591'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0591'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0591'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0591'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0591'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0591'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0591'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0591'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0591'
 TK0591'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0591'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0591'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0591'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0591'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0591'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0591'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0591'AND---CANADA---ON THE WEST SIDE.
 TK0591'
 TK0591'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0591'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0591'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0591'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0591'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0591
 TK0591                          STATION RECOVERY (1909)
 TK0591
 TK0591'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TK0591'RECOVERED IN GOOD CONDITION.
 TK0591
 TK0591                          STATION RECOVERY (1975)
 TK0591
 TK0591'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0591'RECOVERED IN GOOD CONDITION.
 TK0591
 TK0591                          STATION RECOVERY (1988)
 TK0591
 TK0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TK0591'TO REACH THE MONUMENT FROM THE TURNER, MONTANA - CLIMAX, SASKATCHEWAN
 TK0591'BORDER CROSSING, GO EAST FOR 2.57 KM (1.60 MI) ON A GRAVEL ROAD ON
 TK0591'THE CANADIAN SIDE OF THE BORDER TO THE MONUMENT ON THE RIGHT.
 TK0591'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.45 M
 TK0591'(4.8 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TK0591'PROJECTS ABOUT 0.15 M (0.5 FT) ABOVE THE SURFACE.  INSCRIBED ON THE
 TK0591'OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST
 TK0591'SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE
 TK0591'SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.
 TK0591'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 2 CM TO THE NORTH AND
 TK0591'ABOUT 2 CM TO THE WEST.
 TK0591'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2 CM SOUTH AND 2 CM EAST OF
 TK0591'THE APEX OF THE OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED
 TK0591'WITH AN EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK
 TK0591'WILL BE REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF
 TK0591'THE PUNCH MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TK0591'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0661 ***********************************************************************
 TK0661  DESIGNATION -  BOUNDARY MON 449 CD US
 TK0661  PID         -  TK0661
 TK0661  STATE/COUNTY-  MT/BLAINE
 TK0661  USGS QUAD   -  TURNER NE (1984)
 TK0661
 TK0661                         *CURRENT SURVEY CONTROL
 TK0661  ___________________________________________________________________
 TK0661* NAD 83(1992)-  48 59 58.52964(N)    108 18 54.00032(W)     ADJUSTED  
 TK0661* NAVD 88     -       903.     (meters)    2963.     (feet)  SCALED    
 TK0661  ___________________________________________________________________
 TK0661  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 TK0661  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TK0661
 TK0661  HORZ ORDER  -  THIRD
 TK0661
 TK0661.The horizontal coordinates were established by classical geodetic methods
 TK0661.and adjusted by the National Geodetic Survey in July 1992..
 TK0661
 TK0661.The orthometric height was scaled from a topographic map.
 TK0661
 TK0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0661
 TK0661.The geoid height was determined by GEOID03.
 TK0661
 TK0661;                    North         East     Units Scale Factor Converg.
 TK0661;SPC MT       -   528,478.036   686,705.948   MT  0.99999975   +0 52 00.6
 TK0661;SPC MT       - 1,733,851.82  2,252,972.27   iFT  0.99999975   +0 52 00.6
 TK0661;UTM  12      - 5,430,884.245   696,379.340   MT  1.00007378   +2 01 37.3
 TK0661
 TK0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0661!SPC MT       -   0.99986118  x   0.99999975  =   0.99986093
 TK0661!UTM  12      -   0.99986118  x   1.00007378  =   0.99993495
 TK0661
 TK0661:                Primary Azimuth Mark                     Grid Az
 TK0661:SPC MT       -  BOUNDARY MON 448 CD US                   269 03 22.5
 TK0661:UTM  12      -  BOUNDARY MON 448 CD US                   267 53 45.8
 TK0661
 TK0661|---------------------------------------------------------------------|
 TK0661| PID    Reference Object                     Distance      Geod. Az  |
 TK0661|                                                           dddmmss.s |
 TK0661| TK0591 BOUNDARY MON 448 CD US              APPROX. 2.7 KM 2695523.1 |
 TK0661|---------------------------------------------------------------------|
 TK0661
 TK0661                          SUPERSEDED SURVEY CONTROL
 TK0661
 TK0661  NAD 83(1986)-  48 59 58.52698(N)    108 18 54.00182(W) AD(       ) 3
 TK0661
 TK0661.Superseded values are not recommended for survey control.
 TK0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0661.See file dsdata.txt to determine how the superseded data were derived.
 TK0661
 TK0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV9637930884(NAD 83)
 TK0661_MARKER: Z = SEE DESCRIPTION
 TK0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0661+STABILITY: SURFACE MOTION
 TK0661
 TK0661  HISTORY     - Date     Condition        Report By
 TK0661  HISTORY     - 1909     MONUMENTED       IBC
 TK0661  HISTORY     - 1975     GOOD             IBC
 TK0661
 TK0661                          STATION DESCRIPTION
 TK0661
 TK0661'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0661'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0661'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0661'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0661'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0661'
 TK0661'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0661'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0661'---OCTOBER 20, 1818---.
 TK0661'
 TK0661'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0661'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0661'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0661'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0661'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0661'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0661'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0661'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0661'
 TK0661'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0661'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0661'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0661'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0661'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0661'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0661'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0661'AND---CANADA---ON THE WEST SIDE.
 TK0661'
 TK0661'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0661'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0661'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0661'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0661'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0661
 TK0661                          STATION RECOVERY (1975)
 TK0661
 TK0661'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0662 ***********************************************************************
 TK0662  DESIGNATION -  BOUNDARY MON 450 CD US
 TK0662  PID         -  TK0662
 TK0662  STATE/COUNTY-  MT/BLAINE
 TK0662  USGS QUAD   -  TURNER NE (1984)
 TK0662
 TK0662                         *CURRENT SURVEY CONTROL
 TK0662  ___________________________________________________________________
 TK0662* NAD 83(1992)-  48 59 58.60560(N)    108 16 53.20448(W)     ADJUSTED  
 TK0662* NAVD 88     -       897.     (meters)    2943.     (feet)  SCALED    
 TK0662  ___________________________________________________________________
 TK0662  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 TK0662  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TK0662
 TK0662  HORZ ORDER  -  THIRD
 TK0662
 TK0662.The horizontal coordinates were established by classical geodetic methods
 TK0662.and adjusted by the National Geodetic Survey in July 1992..
 TK0662
 TK0662.The orthometric height was scaled from a topographic map.
 TK0662
 TK0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0662
 TK0662.The geoid height was determined by GEOID03.
 TK0662
 TK0662;                    North         East     Units Scale Factor Converg.
 TK0662;SPC MT       -   528,518.053   689,160.878   MT  0.99999976   +0 53 29.0
 TK0662;SPC MT       - 1,733,983.11  2,261,026.50   iFT  0.99999976   +0 53 29.0
 TK0662;UTM  12      - 5,430,973.984   698,833.151   MT  1.00008570   +2 03 08.6
 TK0662
 TK0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0662!SPC MT       -   0.99986212  x   0.99999976  =   0.99986188
 TK0662!UTM  12      -   0.99986212  x   1.00008570  =   0.99994781
 TK0662
 TK0662:                Primary Azimuth Mark                     Grid Az
 TK0662:SPC MT       -  BOUNDARY MON 449 CD US                   269 03 59.5
 TK0662:UTM  12      -  BOUNDARY MON 449 CD US                   267 54 19.9
 TK0662
 TK0662|---------------------------------------------------------------------|
 TK0662| PID    Reference Object                     Distance      Geod. Az  |
 TK0662|                                                           dddmmss.s |
 TK0662| TK0661 BOUNDARY MON 449 CD US              APPROX. 2.5 KM 2695728.5 |
 TK0662|---------------------------------------------------------------------|
 TK0662
 TK0662                          SUPERSEDED SURVEY CONTROL
 TK0662
 TK0662  NAD 83(1986)-  48 59 58.60300(N)    108 16 53.20580(W) AD(       ) 3
 TK0662
 TK0662.Superseded values are not recommended for survey control.
 TK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0662.See file dsdata.txt to determine how the superseded data were derived.
 TK0662
 TK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV9883330974(NAD 83)
 TK0662_MARKER: Z = SEE DESCRIPTION
 TK0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0662+STABILITY: SURFACE MOTION
 TK0662
 TK0662  HISTORY     - Date     Condition        Report By
 TK0662  HISTORY     - 1909     MONUMENTED       IBC
 TK0662  HISTORY     - 1975     GOOD             IBC
 TK0662
 TK0662                          STATION DESCRIPTION
 TK0662
 TK0662'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0662'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0662'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0662'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0662'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0662'
 TK0662'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0662'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0662'---OCTOBER 20, 1818---.
 TK0662'
 TK0662'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0662'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0662'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0662'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0662'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0662'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0662'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0662'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0662'
 TK0662'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0662'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0662'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0662'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0662'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0662'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0662'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0662'AND---CANADA---ON THE WEST SIDE.
 TK0662'
 TK0662'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0662'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0662'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0662'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0662'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0662
 TK0662                          STATION RECOVERY (1975)
 TK0662
 TK0662'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0663 ***********************************************************************
 TK0663  DESIGNATION -  BOUNDARY MON 451 CD US
 TK0663  PID         -  TK0663
 TK0663  STATE/COUNTY-  MT/BLAINE
 TK0663  USGS QUAD   -  CHAPMAN NW (1984)
 TK0663
 TK0663                         *CURRENT SURVEY CONTROL
 TK0663  ___________________________________________________________________
 TK0663* NAD 83(1992)-  48 59 58.70487(N)    108 14 14.22025(W)     ADJUSTED  
 TK0663* NAVD 88     -       886.     (meters)    2907.     (feet)  SCALED    
 TK0663  ___________________________________________________________________
 TK0663  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 TK0663  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TK0663
 TK0663  HORZ ORDER  -  THIRD
 TK0663
 TK0663.The horizontal coordinates were established by classical geodetic methods
 TK0663.and adjusted by the National Geodetic Survey in July 1992..
 TK0663
 TK0663.The orthometric height was scaled from a topographic map.
 TK0663
 TK0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0663
 TK0663.The geoid height was determined by GEOID03.
 TK0663
 TK0663;                    North         East     Units Scale Factor Converg.
 TK0663;SPC MT       -   528,572.301   692,391.881   MT  0.99999978   +0 55 25.3
 TK0663;SPC MT       - 1,734,161.09  2,271,626.91   iFT  0.99999978   +0 55 25.3
 TK0663;UTM  12      - 5,431,093.729   702,062.694   MT  1.00010160   +2 05 08.7
 TK0663
 TK0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0663!SPC MT       -   0.99986385  x   0.99999978  =   0.99986363
 TK0663!UTM  12      -   0.99986385  x   1.00010160  =   0.99996544
 TK0663
 TK0663:                Primary Azimuth Mark                     Grid Az
 TK0663:SPC MT       -  BOUNDARY MON 452 CD US                   089 02 47.1
 TK0663:UTM  12      -  BOUNDARY MON 452 CD US                   087 53 03.7
 TK0663
 TK0663|---------------------------------------------------------------------|
 TK0663| PID    Reference Object                     Distance      Geod. Az  |
 TK0663|                                                           dddmmss.s |
 TK0663| TK0664 BOUNDARY MON 452 CD US              APPROX. 2.4 KM 0895812.4 |
 TK0663|---------------------------------------------------------------------|
 TK0663
 TK0663                          SUPERSEDED SURVEY CONTROL
 TK0663
 TK0663  NAD 83(1986)-  48 59 58.70221(N)    108 14 14.22136(W) AD(       ) 3
 TK0663
 TK0663.Superseded values are not recommended for survey control.
 TK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0663.See file dsdata.txt to determine how the superseded data were derived.
 TK0663
 TK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV0206331094(NAD 83)
 TK0663_MARKER: Z = SEE DESCRIPTION
 TK0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0663+STABILITY: SURFACE MOTION
 TK0663
 TK0663  HISTORY     - Date     Condition        Report By
 TK0663  HISTORY     - 1909     MONUMENTED       IBC
 TK0663  HISTORY     - 1975     GOOD             IBC
 TK0663
 TK0663                          STATION DESCRIPTION
 TK0663
 TK0663'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0663'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0663'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0663'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0663'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0663'
 TK0663'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0663'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0663'---OCTOBER 20, 1818---.
 TK0663'
 TK0663'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0663'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0663'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0663'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0663'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0663'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0663'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0663'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0663'
 TK0663'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0663'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0663'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0663'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0663'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0663'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0663'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0663'AND---CANADA---ON THE WEST SIDE.
 TK0663'
 TK0663'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0663'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0663'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0663'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0663'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0663
 TK0663                          STATION RECOVERY (1975)
 TK0663
 TK0663'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0664 ***********************************************************************
 TK0664  DESIGNATION -  BOUNDARY MON 452 CD US
 TK0664  PID         -  TK0664
 TK0664  STATE/COUNTY-  MT/PHILLIPS
 TK0664  USGS QUAD   -  CHAPMAN NW (1984)
 TK0664
 TK0664                         *CURRENT SURVEY CONTROL
 TK0664  ___________________________________________________________________
 TK0664* NAD 83(1992)-  48 59 58.72862(N)    108 12 16.17447(W)     ADJUSTED  
 TK0664* NAVD 88     -       885.     (meters)    2904.     (feet)  SCALED    
 TK0664  ___________________________________________________________________
 TK0664  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 TK0664  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TK0664
 TK0664  HORZ ORDER  -  THIRD
 TK0664
 TK0664.The horizontal coordinates were established by classical geodetic methods
 TK0664.and adjusted by the National Geodetic Survey in July 1992..
 TK0664
 TK0664.The orthometric height was scaled from a topographic map.
 TK0664
 TK0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0664
 TK0664.The geoid height was determined by GEOID03.
 TK0664
 TK0664;                    North         East     Units Scale Factor Converg.
 TK0664;SPC MT       -   528,612.216   694,790.905   MT  0.99999978   +0 56 51.6
 TK0664;SPC MT       - 1,734,292.05  2,279,497.72   iFT  0.99999978   +0 56 51.6
 TK0664;UTM  12      - 5,431,182.314   704,460.673   MT  1.00011358   +2 06 37.8
 TK0664
 TK0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0664!SPC MT       -   0.99986401  x   0.99999978  =   0.99986379
 TK0664!UTM  12      -   0.99986401  x   1.00011358  =   0.99997757
 TK0664
 TK0664:                Primary Azimuth Mark                     Grid Az
 TK0664:SPC MT       -  BOUNDARY MON 451 CD US                   269 02 49.9
 TK0664:UTM  12      -  BOUNDARY MON 451 CD US                   267 53 03.7
 TK0664
 TK0664|---------------------------------------------------------------------|
 TK0664| PID    Reference Object                     Distance      Geod. Az  |
 TK0664|                                                           dddmmss.s |
 TK0664| TK0663 BOUNDARY MON 451 CD US              APPROX. 2.4 KM 2695941.5 |
 TK0664|---------------------------------------------------------------------|
 TK0664
 TK0664                          SUPERSEDED SURVEY CONTROL
 TK0664
 TK0664  NAD 83(1986)-  48 59 58.72582(N)    108 12 16.17538(W) AD(       ) 3
 TK0664
 TK0664.Superseded values are not recommended for survey control.
 TK0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0664.See file dsdata.txt to determine how the superseded data were derived.
 TK0664
 TK0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV0446131182(NAD 83)
 TK0664_MARKER: Z = SEE DESCRIPTION
 TK0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0664+STABILITY: SURFACE MOTION
 TK0664
 TK0664  HISTORY     - Date     Condition        Report By
 TK0664  HISTORY     - 1909     MONUMENTED       IBC
 TK0664  HISTORY     - 1975     GOOD             IBC
 TK0664
 TK0664                          STATION DESCRIPTION
 TK0664
 TK0664'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0664'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0664'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0664'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0664'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0664'
 TK0664'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0664'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0664'---OCTOBER 20, 1818---.
 TK0664'
 TK0664'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0664'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0664'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0664'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0664'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0664'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0664'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0664'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0664'
 TK0664'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0664'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0664'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0664'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0664'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0664'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0664'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0664'AND---CANADA---ON THE WEST SIDE.
 TK0664'
 TK0664'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0664'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0664'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0664'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0664'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0664
 TK0664                          STATION RECOVERY (1975)
 TK0664
 TK0664'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0665 ***********************************************************************
 TK0665  DESIGNATION -  BOUNDARY MON 453 CD US
 TK0665  PID         -  TK0665
 TK0665  STATE/COUNTY-  MT/PHILLIPS
 TK0665  USGS QUAD   -  CHAPMAN NW (1984)
 TK0665
 TK0665                         *CURRENT SURVEY CONTROL
 TK0665  ___________________________________________________________________
 TK0665* NAD 83(1992)-  48 59 58.75245(N)    108 10 36.10598(W)     ADJUSTED  
 TK0665* NAVD 88     -       880.     (meters)    2887.     (feet)  SCALED    
 TK0665  ___________________________________________________________________
 TK0665  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 TK0665  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TK0665
 TK0665  HORZ ORDER  -  THIRD
 TK0665
 TK0665.The horizontal coordinates were established by classical geodetic methods
 TK0665.and adjusted by the National Geodetic Survey in July 1992..
 TK0665
 TK0665.The orthometric height was scaled from a topographic map.
 TK0665
 TK0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0665
 TK0665.The geoid height was determined by GEOID03.
 TK0665
 TK0665;                    North         East     Units Scale Factor Converg.
 TK0665;SPC MT       -   528,646.953   696,824.564   MT  0.99999979   +0 58 04.8
 TK0665;SPC MT       - 1,734,406.01  2,286,169.83   iFT  0.99999979   +0 58 04.8
 TK0665;UTM  12      - 5,431,258.336   706,493.450   MT  1.00012384   +2 07 53.4
 TK0665
 TK0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0665!SPC MT       -   0.99986480  x   0.99999979  =   0.99986459
 TK0665!UTM  12      -   0.99986480  x   1.00012384  =   0.99998862
 TK0665
 TK0665:                Primary Azimuth Mark                     Grid Az
 TK0665:SPC MT       -  BOUNDARY MON 452 CD US                   269 01 18.3
 TK0665:UTM  12      -  BOUNDARY MON 452 CD US                   267 51 29.7
 TK0665
 TK0665|---------------------------------------------------------------------|
 TK0665| PID    Reference Object                     Distance      Geod. Az  |
 TK0665|                                                           dddmmss.s |
 TK0665| TK0664 BOUNDARY MON 452 CD US              APPROX. 2.0 KM 2695923.1 |
 TK0665|---------------------------------------------------------------------|
 TK0665
 TK0665                          SUPERSEDED SURVEY CONTROL
 TK0665
 TK0665  NAD 83(1986)-  48 59 58.74937(N)    108 10 36.10669(W) AD(       ) 3
 TK0665
 TK0665.Superseded values are not recommended for survey control.
 TK0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0665.See file dsdata.txt to determine how the superseded data were derived.
 TK0665
 TK0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV0649331258(NAD 83)
 TK0665_MARKER: Z = SEE DESCRIPTION
 TK0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0665+STABILITY: SURFACE MOTION
 TK0665
 TK0665  HISTORY     - Date     Condition        Report By
 TK0665  HISTORY     - 1909     MONUMENTED       IBC
 TK0665  HISTORY     - 1975     GOOD             IBC
 TK0665
 TK0665                          STATION DESCRIPTION
 TK0665
 TK0665'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0665'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0665'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0665'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0665'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0665'
 TK0665'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0665'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0665'---OCTOBER 20, 1818---.
 TK0665'
 TK0665'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0665'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0665'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0665'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0665'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0665'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0665'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0665'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0665'
 TK0665'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0665'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0665'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0665'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0665'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0665'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0665'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0665'AND---CANADA---ON THE WEST SIDE.
 TK0665'
 TK0665'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0665'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0665'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0665'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0665'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0665
 TK0665                          STATION RECOVERY (1975)
 TK0665
 TK0665'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0666 ***********************************************************************
 TK0666  DESIGNATION -  BOUNDARY MON 454 CD US
 TK0666  PID         -  TK0666
 TK0666  STATE/COUNTY-  MT/PHILLIPS
 TK0666  USGS QUAD   -  CHAPMAN NW (1984)
 TK0666
 TK0666                         *CURRENT SURVEY CONTROL
 TK0666  ___________________________________________________________________
 TK0666* NAD 83(1992)-  48 59 58.78167(N)    108 08 32.47111(W)     ADJUSTED  
 TK0666* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 TK0666  ___________________________________________________________________
 TK0666  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 TK0666  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TK0666
 TK0666  HORZ ORDER  -  THIRD
 TK0666
 TK0666.The horizontal coordinates were established by classical geodetic methods
 TK0666.and adjusted by the National Geodetic Survey in July 1992..
 TK0666
 TK0666.The orthometric height was scaled from a topographic map.
 TK0666
 TK0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0666
 TK0666.The geoid height was determined by GEOID03.
 TK0666
 TK0666;                    North         East     Units Scale Factor Converg.
 TK0666;SPC MT       -   528,690.860   699,337.137   MT  0.99999979   +0 59 35.2
 TK0666;SPC MT       - 1,734,550.07  2,294,413.18   iFT  0.99999979   +0 59 35.2
 TK0666;UTM  12      - 5,431,353.284   709,004.940   MT  1.00013667   +2 09 26.9
 TK0666
 TK0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0666!SPC MT       -   0.99986652  x   0.99999979  =   0.99986631
 TK0666!UTM  12      -   0.99986652  x   1.00013667  =   1.00000318
 TK0666
 TK0666:                Primary Azimuth Mark                     Grid Az
 TK0666:SPC MT       -  BOUNDARY MON 453 CD US                   268 59 57.4
 TK0666:UTM  12      -  BOUNDARY MON 453 CD US                   267 50 05.7
 TK0666
 TK0666|---------------------------------------------------------------------|
 TK0666| PID    Reference Object                     Distance      Geod. Az  |
 TK0666|                                                           dddmmss.s |
 TK0666| TK0665 BOUNDARY MON 453 CD US              APPROX. 2.5 KM 2695932.6 |
 TK0666|---------------------------------------------------------------------|
 TK0666
 TK0666                          SUPERSEDED SURVEY CONTROL
 TK0666
 TK0666  NAD 83(1986)-  48 59 58.77800(N)    108 08 32.47164(W) AD(       ) 3
 TK0666
 TK0666.Superseded values are not recommended for survey control.
 TK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0666.See file dsdata.txt to determine how the superseded data were derived.
 TK0666
 TK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV0900531353(NAD 83)
 TK0666_MARKER: Z = SEE DESCRIPTION
 TK0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0666+STABILITY: SURFACE MOTION
 TK0666
 TK0666  HISTORY     - Date     Condition        Report By
 TK0666  HISTORY     - 1909     MONUMENTED       IBC
 TK0666  HISTORY     - 1975     GOOD             IBC
 TK0666
 TK0666                          STATION DESCRIPTION
 TK0666
 TK0666'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0666'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0666'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0666'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0666'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0666'
 TK0666'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0666'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0666'---OCTOBER 20, 1818---.
 TK0666'
 TK0666'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0666'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0666'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0666'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0666'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0666'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0666'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0666'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0666'
 TK0666'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0666'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0666'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0666'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0666'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0666'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0666'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0666'AND---CANADA---ON THE WEST SIDE.
 TK0666'
 TK0666'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0666'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0666'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0666'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0666'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0666
 TK0666                          STATION RECOVERY (1975)
 TK0666
 TK0666'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0667 ***********************************************************************
 TK0667  DESIGNATION -  BOUNDARY MON 455 CD US
 TK0667  PID         -  TK0667
 TK0667  STATE/COUNTY-  MT/PHILLIPS
 TK0667  USGS QUAD   -  SUNNY SLOPE SCHOOL (1984)
 TK0667
 TK0667                         *CURRENT SURVEY CONTROL
 TK0667  ___________________________________________________________________
 TK0667* NAD 83(1992)-  48 59 58.81846(N)    108 06 37.26406(W)     ADJUSTED  
 TK0667* NAVD 88     -       855.     (meters)    2805.     (feet)  SCALED    
 TK0667  ___________________________________________________________________
 TK0667  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 TK0667  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TK0667
 TK0667  HORZ ORDER  -  THIRD
 TK0667
 TK0667.The horizontal coordinates were established by classical geodetic methods
 TK0667.and adjusted by the National Geodetic Survey in July 1992..
 TK0667
 TK0667.The orthometric height was scaled from a topographic map.
 TK0667
 TK0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0667
 TK0667.The geoid height was determined by GEOID03.
 TK0667
 TK0667;                    North         East     Units Scale Factor Converg.
 TK0667;SPC MT       -   528,733.061   701,678.413   MT  0.99999980   +1 00 59.5
 TK0667;SPC MT       - 1,734,688.52  2,302,094.53   iFT  0.99999980   +1 00 59.5
 TK0667;UTM  12      - 5,431,443.080   711,345.209   MT  1.00014875   +2 10 53.9
 TK0667
 TK0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0667!SPC MT       -   0.99986872  x   0.99999980  =   0.99986852
 TK0667!UTM  12      -   0.99986872  x   1.00014875  =   1.00001745
 TK0667
 TK0667:                Primary Azimuth Mark                     Grid Az
 TK0667:SPC MT       -  BOUNDARY MON 454 CD US                   268 58 03.9
 TK0667:UTM  12      -  BOUNDARY MON 454 CD US                   267 48 09.5
 TK0667
 TK0667|---------------------------------------------------------------------|
 TK0667| PID    Reference Object                     Distance      Geod. Az  |
 TK0667|                                                           dddmmss.s |
 TK0667| TK0666 BOUNDARY MON 454 CD US              APPROX. 2.3 KM 2695903.4 |
 TK0667|---------------------------------------------------------------------|
 TK0667
 TK0667                          SUPERSEDED SURVEY CONTROL
 TK0667
 TK0667  NAD 83(1986)-  48 59 58.81425(N)    108 06 37.26440(W) AD(       ) 3
 TK0667
 TK0667.Superseded values are not recommended for survey control.
 TK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0667.See file dsdata.txt to determine how the superseded data were derived.
 TK0667
 TK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV1134531443(NAD 83)
 TK0667_MARKER: Z = SEE DESCRIPTION
 TK0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0667+STABILITY: SURFACE MOTION
 TK0667
 TK0667  HISTORY     - Date     Condition        Report By
 TK0667  HISTORY     - 1909     MONUMENTED       IBC
 TK0667  HISTORY     - 1975     GOOD             IBC
 TK0667
 TK0667                          STATION DESCRIPTION
 TK0667
 TK0667'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0667'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0667'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0667'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0667'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0667'
 TK0667'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0667'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0667'---OCTOBER 20, 1818---.
 TK0667'
 TK0667'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0667'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0667'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0667'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0667'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0667'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0667'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0667'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0667'
 TK0667'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0667'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0667'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0667'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0667'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0667'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0667'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0667'AND---CANADA---ON THE WEST SIDE.
 TK0667'
 TK0667'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0667'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0667'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0667'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0667'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0667
 TK0667                          STATION RECOVERY (1975)
 TK0667
 TK0667'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0592 ***********************************************************************
 TK0592  DESIGNATION -  BOUNDARY MON 456 CD US
 TK0592  PID         -  TK0592
 TK0592  STATE/COUNTY-  MT/PHILLIPS
 TK0592  USGS QUAD   -  SUNNY SLOPE SCHOOL (1984)
 TK0592
 TK0592                         *CURRENT SURVEY CONTROL
 TK0592  ___________________________________________________________________
 TK0592* NAD 83(1992)-  48 59 58.86938(N)    108 04 37.27407(W)     ADJUSTED  
 TK0592* NAVD 88     -       838.0    (meters)    2749.     (feet)  VERTCON   
 TK0592  ___________________________________________________________________
 TK0592  X           -  -1,301,067.745 (meters)                     COMP
 TK0592  Y           -  -3,986,034.708 (meters)                     COMP
 TK0592  Z           -   4,791,155.666 (meters)                     COMP
 TK0592  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 TK0592  ELLIP HEIGHT-         821.29  (meters)          (07/28/92) GPS OBS
 TK0592  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TK0592
 TK0592  HORZ ORDER  -  FIRST
 TK0592  ELLP ORDER  -  FIFTH     CLASS I
 TK0592
 TK0592.The horizontal coordinates were established by GPS observations
 TK0592.and adjusted by the National Geodetic Survey in July 1992..
 TK0592
 TK0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0592
 TK0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0592
 TK0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0592
 TK0592.The ellipsoidal height was determined by GPS observations
 TK0592.and is referenced to NAD 83.
 TK0592
 TK0592.The geoid height was determined by GEOID03.
 TK0592
 TK0592;                    North         East     Units Scale Factor Converg.
 TK0592;SPC MT       -   528,778.421   704,116.863   MT  0.99999981   +1 02 27.3
 TK0592;SPC MT       - 1,734,837.34  2,310,094.69   iFT  0.99999981   +1 02 27.3
 TK0592;UTM  12      - 5,431,538.044   713,782.611   MT  1.00016148   +2 12 24.6
 TK0592;UTM  13      - 5,431,983.600   274,952.502   MT  1.00022222   -2 19 23.6
 TK0592
 TK0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0592!SPC MT       -   0.99987131  x   0.99999981  =   0.99987112
 TK0592!UTM  12      -   0.99987131  x   1.00016148  =   1.00003277
 TK0592!UTM  13      -   0.99987131  x   1.00022222  =   1.00009350
 TK0592
 TK0592:                Primary Azimuth Mark                     Grid Az
 TK0592:SPC MT       -  BOUNDARY MON 455 CD US                   268 56 04.9
 TK0592:UTM  12      -  BOUNDARY MON 455 CD US                   267 46 07.6
 TK0592:UTM  13      -  BOUNDARY MON 455 CD US                   272 17 55.8
 TK0592
 TK0592|---------------------------------------------------------------------|
 TK0592| PID    Reference Object                     Distance      Geod. Az  |
 TK0592|                                                           dddmmss.s |
 TK0592| TK0667 BOUNDARY MON 455 CD US              APPROX. 2.4 KM 2695832.2 |
 TK0592|---------------------------------------------------------------------|
 TK0592
 TK0592                          SUPERSEDED SURVEY CONTROL
 TK0592
 TK0592  NAD 83(1986)-  48 59 58.86479(N)    108 04 37.27425(W) AD(       ) 1
 TK0592  NGVD 29 (08/25/89)  837.2    (m)         2747.     (f) GPS OBS        
 TK0592
 TK0592.Superseded values are not recommended for survey control.
 TK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0592.See file dsdata.txt to determine how the superseded data were derived.
 TK0592
 TK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV1378331538(NAD 83)
 TK0592_MARKER: DU = BOUNDARY MARKER
 TK0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TK0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0592+STABILITY: POSITION/ELEVATION WELL
 TK0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0592+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 TK0592
 TK0592  HISTORY     - Date     Condition        Report By
 TK0592  HISTORY     - 1909     MONUMENTED       IBC
 TK0592  HISTORY     - 1909     GOOD             IBC
 TK0592  HISTORY     - 1975     GOOD             IBC
 TK0592  HISTORY     - 19880817 GOOD             NGS
 TK0592
 TK0592                          STATION DESCRIPTION
 TK0592
 TK0592'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0592'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0592'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0592'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0592'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0592'
 TK0592'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0592'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0592'---OCTOBER 20, 1818---.
 TK0592'
 TK0592'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0592'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0592'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0592'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0592'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0592'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0592'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0592'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0592'
 TK0592'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0592'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0592'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0592'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0592'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0592'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0592'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0592'AND---CANADA---ON THE WEST SIDE.
 TK0592'
 TK0592'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0592'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0592'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0592'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0592'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0592
 TK0592                          STATION RECOVERY (1909)
 TK0592
 TK0592'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TK0592'RECOVERED IN GOOD CONDITION.
 TK0592
 TK0592                          STATION RECOVERY (1975)
 TK0592
 TK0592'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0592'RECOVERED IN GOOD CONDITION.
 TK0592
 TK0592                          STATION RECOVERY (1988)
 TK0592
 TK0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TK0592'THE MONUMENT IS LOCATED ABOUT 31.8 KM (19.75 MI) NORTHEAST OF TURNER,
 TK0592'28.56 KM (17.75 MI) NORTHWEST OF LORING AND ABOUT 18.10 KM (11.25 MI)
 TK0592'WEST OF THE MORGAN, MONTANA - MONCHY, SASKATCHEWAN BORDER CROSSING.
 TK0592'TO REACH THE MONUMENT FROM THE MORGAN, MONTANA - MONCHY, SASKATCHEWAN
 TK0592'BORDER CROSSING, GO SOUTH ON COUNTY HIGHWAY 242 FOR 0.8 KM (0.50 MI)
 TK0592'TO A GATE AND TRACK ROAD ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 TK0592'GATE, TURN RIGHT AGAIN AND FOLLOW A TRACK ROAD NORTHWEST, THEN WEST,
 TK0592'ALONG THE BOUNDARY FOR A TOTAL DISTANCE OF 19.3 KM (12.00 MI) TO THE
 TK0592'MONUMENT.
 TK0592'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.42 M
 TK0592'(4.7 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE.
 TK0592'INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF
 TK0592'1818-- ON THE EAST SIDE, --TREATY OF 1908-- ON THE WEST SIDE,
 TK0592'--UNITED STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.
 TK0592'THE NUMBER --456-- IS DRILLED NEAR THE TOP OF THE EAST SIDE OF THE
 TK0592'OBELISK.
 TK0592'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TK0592'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0668 ***********************************************************************
 TK0668  DESIGNATION -  BOUNDARY MON 457 CD US
 TK0668  PID         -  TK0668
 TK0668  STATE/COUNTY-  MT/PHILLIPS
 TK0668  USGS QUAD   -  SUNNY SLOPE SCHOOL (1984)
 TK0668
 TK0668                         *CURRENT SURVEY CONTROL
 TK0668  ___________________________________________________________________
 TK0668* NAD 83(1992)-  48 59 58.92247(N)    108 02 41.05508(W)     ADJUSTED  
 TK0668* NAVD 88     -       826.     (meters)    2710.     (feet)  SCALED    
 TK0668  ___________________________________________________________________
 TK0668  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 TK0668  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TK0668
 TK0668  HORZ ORDER  -  THIRD
 TK0668
 TK0668.The horizontal coordinates were established by classical geodetic methods
 TK0668.and adjusted by the National Geodetic Survey in July 1992..
 TK0668
 TK0668.The orthometric height was scaled from a topographic map.
 TK0668
 TK0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0668
 TK0668.The geoid height was determined by GEOID03.
 TK0668
 TK0668;                    North         East     Units Scale Factor Converg.
 TK0668;SPC MT       -   528,823.460   706,478.657   MT  0.99999982   +1 03 52.3
 TK0668;SPC MT       - 1,734,985.10  2,317,843.36   iFT  0.99999982   +1 03 52.3
 TK0668;UTM  12      - 5,431,631.163   716,143.395   MT  1.00017395   +2 13 52.4
 TK0668;UTM  13      - 5,431,889.965   277,313.379   MT  1.00020923   -2 17 55.8
 TK0668
 TK0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0668!SPC MT       -   0.99987327  x   0.99999982  =   0.99987309
 TK0668!UTM  12      -   0.99987327  x   1.00017395  =   1.00004720
 TK0668!UTM  13      -   0.99987327  x   1.00020923  =   1.00008247
 TK0668
 TK0668:                Primary Azimuth Mark                     Grid Az
 TK0668:SPC MT       -  BOUNDARY MON 456 CD US                   268 54 28.3
 TK0668:UTM  12      -  BOUNDARY MON 456 CD US                   267 44 28.2
 TK0668:UTM  13      -  BOUNDARY MON 456 CD US                   272 16 16.4
 TK0668
 TK0668|---------------------------------------------------------------------|
 TK0668| PID    Reference Object                     Distance      Geod. Az  |
 TK0668|                                                           dddmmss.s |
 TK0668| TK0592 BOUNDARY MON 456 CD US              APPROX. 2.4 KM 2695820.6 |
 TK0668|---------------------------------------------------------------------|
 TK0668
 TK0668                          SUPERSEDED SURVEY CONTROL
 TK0668
 TK0668  NAD 83(1986)-  48 59 58.91789(N)    108 02 41.05509(W) AD(       ) 3
 TK0668
 TK0668.Superseded values are not recommended for survey control.
 TK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0668.See file dsdata.txt to determine how the superseded data were derived.
 TK0668
 TK0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV1614331631(NAD 83)
 TK0668_MARKER: Z = SEE DESCRIPTION
 TK0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0668+STABILITY: SURFACE MOTION
 TK0668
 TK0668  HISTORY     - Date     Condition        Report By
 TK0668  HISTORY     - 1909     MONUMENTED       IBC
 TK0668  HISTORY     - 1975     GOOD             IBC
 TK0668
 TK0668                          STATION DESCRIPTION
 TK0668
 TK0668'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0668'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0668'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0668'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0668'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0668'
 TK0668'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0668'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0668'---OCTOBER 20, 1818---.
 TK0668'
 TK0668'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0668'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0668'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0668'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0668'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0668'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0668'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0668'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0668'
 TK0668'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0668'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0668'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0668'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0668'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0668'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0668'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0668'AND---CANADA---ON THE WEST SIDE.
 TK0668'
 TK0668'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0668'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0668'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0668'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0668'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0668
 TK0668                          STATION RECOVERY (1975)
 TK0668
 TK0668'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0669 ***********************************************************************
 TK0669  DESIGNATION -  BOUNDARY MON 458 CD US
 TK0669  PID         -  TK0669
 TK0669  STATE/COUNTY-  MT/PHILLIPS
 TK0669  USGS QUAD   -  SUNNY SLOPE SCHOOL (1984)
 TK0669
 TK0669                         *CURRENT SURVEY CONTROL
 TK0669  ___________________________________________________________________
 TK0669* NAD 83(1992)-  48 59 58.97713(N)    108 00 40.01894(W)     ADJUSTED  
 TK0669* NAVD 88     -       822.     (meters)    2697.     (feet)  SCALED    
 TK0669  ___________________________________________________________________
 TK0669  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 TK0669  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 TK0669
 TK0669  HORZ ORDER  -  THIRD
 TK0669
 TK0669.The horizontal coordinates were established by classical geodetic methods
 TK0669.and adjusted by the National Geodetic Survey in July 1992..
 TK0669
 TK0669.The orthometric height was scaled from a topographic map.
 TK0669
 TK0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0669
 TK0669.The geoid height was determined by GEOID03.
 TK0669
 TK0669;                    North         East     Units Scale Factor Converg.
 TK0669;SPC MT       -   528,871.382   708,938.325   MT  0.99999983   +1 05 20.8
 TK0669;SPC MT       - 1,735,142.33  2,325,913.14   iFT  0.99999983   +1 05 20.8
 TK0669;UTM  12      - 5,431,729.191   718,602.020   MT  1.00018709   +2 15 23.8
 TK0669;UTM  13      - 5,431,793.498   279,772.121   MT  1.00019585   -2 16 24.3
 TK0669
 TK0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0669!SPC MT       -   0.99987390  x   0.99999983  =   0.99987373
 TK0669!UTM  12      -   0.99987390  x   1.00018709  =   1.00006097
 TK0669!UTM  13      -   0.99987390  x   1.00019585  =   1.00006973
 TK0669
 TK0669:                Primary Azimuth Mark                     Grid Az
 TK0669:SPC MT       -  BOUNDARY MON 457 CD US                   268 53 03.3
 TK0669:UTM  12      -  BOUNDARY MON 457 CD US                   267 43 00.3
 TK0669:UTM  13      -  BOUNDARY MON 457 CD US                   272 14 48.4
 TK0669
 TK0669|---------------------------------------------------------------------|
 TK0669| PID    Reference Object                     Distance      Geod. Az  |
 TK0669|                                                           dddmmss.s |
 TK0669| TK0668 BOUNDARY MON 457 CD US              APPROX. 2.5 KM 2695824.1 |
 TK0669|---------------------------------------------------------------------|
 TK0669
 TK0669                          SUPERSEDED SURVEY CONTROL
 TK0669
 TK0669  NAD 83(1986)-  48 59 58.97286(N)    108 00 40.01878(W) AD(       ) 3
 TK0669
 TK0669.Superseded values are not recommended for survey control.
 TK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0669.See file dsdata.txt to determine how the superseded data were derived.
 TK0669
 TK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYV1860231729(NAD 83)
 TK0669_MARKER: Z = SEE DESCRIPTION
 TK0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0669+STABILITY: SURFACE MOTION
 TK0669
 TK0669  HISTORY     - Date     Condition        Report By
 TK0669  HISTORY     - 1909     MONUMENTED       IBC
 TK0669  HISTORY     - 1975     GOOD             IBC
 TK0669
 TK0669                          STATION DESCRIPTION
 TK0669
 TK0669'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0669'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TK0669'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TK0669'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TK0669'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TK0669'
 TK0669'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TK0669'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TK0669'---OCTOBER 20, 1818---.
 TK0669'
 TK0669'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TK0669'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TK0669'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TK0669'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TK0669'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TK0669'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TK0669'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TK0669'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TK0669'
 TK0669'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TK0669'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TK0669'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TK0669'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TK0669'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TK0669'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TK0669'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TK0669'AND---CANADA---ON THE WEST SIDE.
 TK0669'
 TK0669'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TK0669'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TK0669'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TK0669'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TK0669'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TK0669
 TK0669                          STATION RECOVERY (1975)
 TK0669
 TK0669'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TK0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0812 ***********************************************************************
 TJ0812  DESIGNATION -  BOUNDARY MON 459 CD US
 TJ0812  PID         -  TJ0812
 TJ0812  STATE/COUNTY-  MT/PHILLIPS
 TJ0812  USGS QUAD   -  LORING NW (1984)
 TJ0812
 TJ0812                         *CURRENT SURVEY CONTROL
 TJ0812  ___________________________________________________________________
 TJ0812* NAD 83(1992)-  48 59 59.03123(N)    107 58 43.34182(W)     ADJUSTED  
 TJ0812* NAVD 88     -       816.     (meters)    2677.     (feet)  SCALED    
 TJ0812  ___________________________________________________________________
 TJ0812  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 TJ0812  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0812
 TJ0812  HORZ ORDER  -  THIRD
 TJ0812
 TJ0812.The horizontal coordinates were established by classical geodetic methods
 TJ0812.and adjusted by the National Geodetic Survey in July 1992..
 TJ0812
 TJ0812.The orthometric height was scaled from a topographic map.
 TJ0812
 TJ0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0812
 TJ0812.The geoid height was determined by GEOID03.
 TJ0812
 TJ0812;                    North         East     Units Scale Factor Converg.
 TJ0812;SPC MT       -   528,918.621   711,309.388   MT  0.99999983   +1 06 46.2
 TJ0812;SPC MT       - 1,735,297.31  2,333,692.22   iFT  0.99999983   +1 06 46.2
 TJ0812;UTM  13      - 5,431,701.583   282,142.323   MT  1.00018310   -2 14 56.1
 TJ0812;UTM  12      - 5,431,824.766   720,972.087   MT  1.00019989   +2 16 52.0
 TJ0812
 TJ0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0812!SPC MT       -   0.99987484  x   0.99999983  =   0.99987467
 TJ0812!UTM  13      -   0.99987484  x   1.00018310  =   1.00005792
 TJ0812!UTM  12      -   0.99987484  x   1.00019989  =   1.00007471
 TJ0812
 TJ0812:                Primary Azimuth Mark                     Grid Az
 TJ0812:SPC MT       -  BOUNDARY MON 458 CD US                   268 51 32.5
 TJ0812:UTM  13      -  BOUNDARY MON 458 CD US                   272 13 14.8
 TJ0812:UTM  12      -  BOUNDARY MON 458 CD US                   267 41 26.7
 TJ0812
 TJ0812|---------------------------------------------------------------------|
 TJ0812| PID    Reference Object                     Distance      Geod. Az  |
 TJ0812|                                                           dddmmss.s |
 TJ0812| TK0669 BOUNDARY MON 458 CD US              APPROX. 2.4 KM 2695818.7 |
 TJ0812|---------------------------------------------------------------------|
 TJ0812
 TJ0812                          SUPERSEDED SURVEY CONTROL
 TJ0812
 TJ0812  NAD 83(1986)-  48 59 59.02747(N)    107 58 43.34149(W) AD(       ) 3
 TJ0812
 TJ0812.Superseded values are not recommended for survey control.
 TJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0812.See file dsdata.txt to determine how the superseded data were derived.
 TJ0812
 TJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ8214231702(NAD 83)
 TJ0812_MARKER: Z = SEE DESCRIPTION
 TJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0812+STABILITY: SURFACE MOTION
 TJ0812
 TJ0812  HISTORY     - Date     Condition        Report By
 TJ0812  HISTORY     - 1909     MONUMENTED       IBC
 TJ0812  HISTORY     - 1975     GOOD             IBC
 TJ0812
 TJ0812                          STATION DESCRIPTION
 TJ0812
 TJ0812'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0812'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0812'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0812'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0812'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0812'
 TJ0812'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0812'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0812'---OCTOBER 20, 1818---.
 TJ0812'
 TJ0812'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0812'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0812'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0812'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0812'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0812'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0812'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0812'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0812'
 TJ0812'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0812'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0812'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0812'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0812'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0812'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0812'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0812'AND---CANADA---ON THE WEST SIDE.
 TJ0812'
 TJ0812'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0812'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0812'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0812'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0812'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0812
 TJ0812                          STATION RECOVERY (1975)
 TJ0812
 TJ0812'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0813 ***********************************************************************
 TJ0813  DESIGNATION -  BOUNDARY MON 460 CD US
 TJ0813  PID         -  TJ0813
 TJ0813  STATE/COUNTY-  MT/PHILLIPS
 TJ0813  USGS QUAD   -  LORING NW (1984)
 TJ0813
 TJ0813                         *CURRENT SURVEY CONTROL
 TJ0813  ___________________________________________________________________
 TJ0813* NAD 83(1992)-  48 59 59.07244(N)    107 56 56.80951(W)     ADJUSTED  
 TJ0813* NAVD 88     -       815.     (meters)    2674.     (feet)  SCALED    
 TJ0813  ___________________________________________________________________
 TJ0813  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 TJ0813  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TJ0813
 TJ0813  HORZ ORDER  -  THIRD
 TJ0813
 TJ0813.The horizontal coordinates were established by classical geodetic methods
 TJ0813.and adjusted by the National Geodetic Survey in July 1992..
 TJ0813
 TJ0813.The orthometric height was scaled from a topographic map.
 TJ0813
 TJ0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0813
 TJ0813.The geoid height was determined by GEOID03.
 TJ0813
 TJ0813;                    North         East     Units Scale Factor Converg.
 TJ0813;SPC MT       -   528,962.356   713,474.280   MT  0.99999984   +1 08 04.1
 TJ0813;SPC MT       - 1,735,440.80  2,340,794.88   iFT  0.99999984   +1 08 04.1
 TJ0813;UTM  13      - 5,431,618.292   284,306.438   MT  1.00017157   -2 13 35.6
 TJ0813;UTM  12      - 5,431,912.663   723,136.082   MT  1.00021170   +2 18 12.5
 TJ0813
 TJ0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0813!SPC MT       -   0.99987500  x   0.99999984  =   0.99987484
 TJ0813!UTM  13      -   0.99987500  x   1.00017157  =   1.00004655
 TJ0813!UTM  12      -   0.99987500  x   1.00021170  =   1.00008667
 TJ0813
 TJ0813:                Primary Azimuth Mark                     Grid Az
 TJ0813:SPC MT       -  BOUNDARY MON 459 CD US                   268 50 34.8
 TJ0813:UTM  13      -  BOUNDARY MON 459 CD US                   272 12 14.5
 TJ0813:UTM  12      -  BOUNDARY MON 459 CD US                   267 40 26.4
 TJ0813
 TJ0813|---------------------------------------------------------------------|
 TJ0813| PID    Reference Object                     Distance      Geod. Az  |
 TJ0813|                                                           dddmmss.s |
 TJ0813| TJ0812 BOUNDARY MON 459 CD US              APPROX. 2.2 KM 2695838.9 |
 TJ0813|---------------------------------------------------------------------|
 TJ0813
 TJ0813                          SUPERSEDED SURVEY CONTROL
 TJ0813
 TJ0813  NAD 83(1986)-  48 59 59.06928(N)    107 56 56.80901(W) AD(       ) 3
 TJ0813
 TJ0813.Superseded values are not recommended for survey control.
 TJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0813.See file dsdata.txt to determine how the superseded data were derived.
 TJ0813
 TJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ8430631618(NAD 83)
 TJ0813_MARKER: Z = SEE DESCRIPTION
 TJ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0813+STABILITY: SURFACE MOTION
 TJ0813
 TJ0813  HISTORY     - Date     Condition        Report By
 TJ0813  HISTORY     - 1909     MONUMENTED       IBC
 TJ0813  HISTORY     - 1975     GOOD             IBC
 TJ0813
 TJ0813                          STATION DESCRIPTION
 TJ0813
 TJ0813'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0813'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0813'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0813'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0813'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0813'
 TJ0813'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0813'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0813'---OCTOBER 20, 1818---.
 TJ0813'
 TJ0813'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0813'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0813'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0813'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0813'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0813'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0813'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0813'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0813'
 TJ0813'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0813'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0813'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0813'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0813'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0813'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0813'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0813'AND---CANADA---ON THE WEST SIDE.
 TJ0813'
 TJ0813'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0813'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0813'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0813'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0813'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0813
 TJ0813                          STATION RECOVERY (1975)
 TJ0813
 TJ0813'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0814 ***********************************************************************
 TJ0814  DESIGNATION -  BOUNDARY MON 461 CD US
 TJ0814  PID         -  TJ0814
 TJ0814  STATE/COUNTY-  MT/PHILLIPS
 TJ0814  USGS QUAD   -  LORING NW (1984)
 TJ0814
 TJ0814                         *CURRENT SURVEY CONTROL
 TJ0814  ___________________________________________________________________
 TJ0814* NAD 83(1992)-  48 59 59.12160(N)    107 54 45.70222(W)     ADJUSTED  
 TJ0814* NAVD 88     -       824.     (meters)    2703.     (feet)  SCALED    
 TJ0814  ___________________________________________________________________
 TJ0814  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 TJ0814  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TJ0814
 TJ0814  HORZ ORDER  -  THIRD
 TJ0814
 TJ0814.The horizontal coordinates were established by classical geodetic methods
 TJ0814.and adjusted by the National Geodetic Survey in July 1992..
 TJ0814
 TJ0814.The orthometric height was scaled from a topographic map.
 TJ0814
 TJ0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0814
 TJ0814.The geoid height was determined by GEOID03.
 TJ0814
 TJ0814;                    North         East     Units Scale Factor Converg.
 TJ0814;SPC MT       -   529,017.256   716,138.549   MT  0.99999985   +1 09 40.0
 TJ0814;SPC MT       - 1,735,620.92  2,349,535.92   iFT  0.99999985   +1 09 40.0
 TJ0814;UTM  13      - 5,431,516.900   286,969.782   MT  1.00015754   -2 11 56.6
 TJ0814
 TJ0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0814!SPC MT       -   0.99987359  x   0.99999985  =   0.99987344
 TJ0814!UTM  13      -   0.99987359  x   1.00015754  =   1.00003111
 TJ0814
 TJ0814:                Primary Azimuth Mark                     Grid Az
 TJ0814:SPC MT       -  BOUNDARY MON 460 CD US                   268 49 11.9
 TJ0814:UTM  13      -  BOUNDARY MON 460 CD US                   272 10 48.5
 TJ0814
 TJ0814|---------------------------------------------------------------------|
 TJ0814| PID    Reference Object                     Distance      Geod. Az  |
 TJ0814|                                                           dddmmss.s |
 TJ0814| TJ0813 BOUNDARY MON 460 CD US              APPROX. 2.7 KM 2695851.9 |
 TJ0814|---------------------------------------------------------------------|
 TJ0814
 TJ0814                          SUPERSEDED SURVEY CONTROL
 TJ0814
 TJ0814  NAD 83(1986)-  48 59 59.11923(N)    107 54 45.70154(W) AD(       ) 3
 TJ0814
 TJ0814.Superseded values are not recommended for survey control.
 TJ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0814.See file dsdata.txt to determine how the superseded data were derived.
 TJ0814
 TJ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ8697031517(NAD 83)
 TJ0814_MARKER: Z = SEE DESCRIPTION
 TJ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0814+STABILITY: SURFACE MOTION
 TJ0814
 TJ0814  HISTORY     - Date     Condition        Report By
 TJ0814  HISTORY     - 1909     MONUMENTED       IBC
 TJ0814  HISTORY     - 1975     GOOD             IBC
 TJ0814
 TJ0814                          STATION DESCRIPTION
 TJ0814
 TJ0814'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0814'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0814'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0814'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0814'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0814'
 TJ0814'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0814'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0814'---OCTOBER 20, 1818---.
 TJ0814'
 TJ0814'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0814'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0814'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0814'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0814'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0814'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0814'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0814'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0814'
 TJ0814'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0814'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0814'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0814'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0814'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0814'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0814'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0814'AND---CANADA---ON THE WEST SIDE.
 TJ0814'
 TJ0814'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0814'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0814'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0814'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0814'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0814
 TJ0814                          STATION RECOVERY (1975)
 TJ0814
 TJ0814'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0815 ***********************************************************************
 TJ0815  DESIGNATION -  BOUNDARY MON 462 CD US
 TJ0815  PID         -  TJ0815
 TJ0815  STATE/COUNTY-  MT/PHILLIPS
 TJ0815  USGS QUAD   -  LORING NW (1984)
 TJ0815
 TJ0815                         *CURRENT SURVEY CONTROL
 TJ0815  ___________________________________________________________________
 TJ0815* NAD 83(1992)-  48 59 59.14988(N)    107 53 10.01334(W)     ADJUSTED  
 TJ0815* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 TJ0815  ___________________________________________________________________
 TJ0815  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 TJ0815  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TJ0815
 TJ0815  HORZ ORDER  -  THIRD
 TJ0815
 TJ0815.The horizontal coordinates were established by classical geodetic methods
 TJ0815.and adjusted by the National Geodetic Survey in July 1992..
 TJ0815
 TJ0815.The orthometric height was scaled from a topographic map.
 TJ0815
 TJ0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0815
 TJ0815.The geoid height was determined by GEOID03.
 TJ0815
 TJ0815;                    North         East     Units Scale Factor Converg.
 TJ0815;SPC MT       -   529,057.871   718,083.058   MT  0.99999985   +1 10 50.0
 TJ0815;SPC MT       - 1,735,754.17  2,355,915.54   iFT  0.99999985   +1 10 50.0
 TJ0815;UTM  13      - 5,431,443.473   288,913.626   MT  1.00014741   -2 10 44.3
 TJ0815
 TJ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0815!SPC MT       -   0.99987610  x   0.99999985  =   0.99987595
 TJ0815!UTM  13      -   0.99987610  x   1.00014741  =   1.00002349
 TJ0815
 TJ0815:                Primary Azimuth Mark                     Grid Az
 TJ0815:SPC MT       -  BOUNDARY MON 461 CD US                   268 48 13.5
 TJ0815:UTM  13      -  BOUNDARY MON 461 CD US                   272 09 47.8
 TJ0815
 TJ0815|---------------------------------------------------------------------|
 TJ0815| PID    Reference Object                     Distance      Geod. Az  |
 TJ0815|                                                           dddmmss.s |
 TJ0815| TJ0814 BOUNDARY MON 461 CD US              APPROX. 1.9 KM 2695903.5 |
 TJ0815|---------------------------------------------------------------------|
 TJ0815
 TJ0815                          SUPERSEDED SURVEY CONTROL
 TJ0815
 TJ0815  NAD 83(1986)-  48 59 59.14806(N)    107 53 10.01253(W) AD(       ) 3
 TJ0815
 TJ0815.Superseded values are not recommended for survey control.
 TJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0815.See file dsdata.txt to determine how the superseded data were derived.
 TJ0815
 TJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ8891431443(NAD 83)
 TJ0815_MARKER: Z = SEE DESCRIPTION
 TJ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0815+STABILITY: SURFACE MOTION
 TJ0815
 TJ0815  HISTORY     - Date     Condition        Report By
 TJ0815  HISTORY     - 1909     MONUMENTED       IBC
 TJ0815  HISTORY     - 1975     GOOD             IBC
 TJ0815
 TJ0815                          STATION DESCRIPTION
 TJ0815
 TJ0815'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0815'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0815'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0815'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0815'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0815'
 TJ0815'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0815'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0815'---OCTOBER 20, 1818---.
 TJ0815'
 TJ0815'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0815'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0815'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0815'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0815'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0815'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0815'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0815'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0815'
 TJ0815'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0815'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0815'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0815'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0815'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0815'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0815'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0815'AND---CANADA---ON THE WEST SIDE.
 TJ0815'
 TJ0815'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0815'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0815'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0815'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0815'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0815
 TJ0815                          STATION RECOVERY (1975)
 TJ0815
 TJ0815'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0817 ***********************************************************************
 TJ0817  DESIGNATION -  BOUNDARY MON 463 A
 TJ0817  PID         -  TJ0817
 TJ0817  STATE/COUNTY-  MT/PHILLIPS
 TJ0817  USGS QUAD   -  MORGAN (1984)
 TJ0817
 TJ0817                         *CURRENT SURVEY CONTROL
 TJ0817  ___________________________________________________________________
 TJ0817* NAD 83(1992)-  48 59 59.21217(N)    107 49 56.52068(W)     ADJUSTED  
 TJ0817* NAVD 88     -       865.     (meters)    2838.     (feet)  SCALED    
 TJ0817  ___________________________________________________________________
 TJ0817  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 TJ0817  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TJ0817
 TJ0817  HORZ ORDER  -  THIRD
 TJ0817
 TJ0817.The horizontal coordinates were established by classical geodetic methods
 TJ0817.and adjusted by the National Geodetic Survey in July 1992..
 TJ0817
 TJ0817.The orthometric height was scaled from a topographic map.
 TJ0817
 TJ0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0817
 TJ0817.The geoid height was determined by GEOID03.
 TJ0817
 TJ0817;                    North         East     Units Scale Factor Converg.
 TJ0817;SPC MT       -   529,142.174   722,015.007   MT  0.99999987   +1 13 11.6
 TJ0817;SPC MT       - 1,736,030.75  2,368,815.64   iFT  0.99999987   +1 13 11.6
 TJ0817;UTM  13      - 5,431,297.237   292,844.300   MT  1.00012721   -2 08 18.1
 TJ0817
 TJ0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0817!SPC MT       -   0.99986717  x   0.99999987  =   0.99986704
 TJ0817!UTM  13      -   0.99986717  x   1.00012721  =   0.99999436
 TJ0817
 TJ0817|---------------------------------------------------------------------|
 TJ0817| PID    Reference Object                     Distance      Geod. Az  |
 TJ0817|                                                           dddmmss.s |
 TJ0817| TJ0818 BOUNDARY MON 463 B                   34.783 METERS 08958     |
 TJ0817| TJ0816 BOUNDARY MON 463 CD US              APPROX. 1.0 KM 2695820.6 |
 TJ0817|---------------------------------------------------------------------|
 TJ0817
 TJ0817                          SUPERSEDED SURVEY CONTROL
 TJ0817
 TJ0817  NAD 83(1986)-  48 59 59.21130(N)    107 49 56.51960(W) AD(       ) 3
 TJ0817
 TJ0817.Superseded values are not recommended for survey control.
 TJ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0817.See file dsdata.txt to determine how the superseded data were derived.
 TJ0817
 TJ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ9284431297(NAD 83)
 TJ0817_MARKER: U = CONCRETE POST
 TJ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0817+STABILITY: SURFACE MOTION
 TJ0817
 TJ0817  HISTORY     - Date     Condition        Report By
 TJ0817  HISTORY     - 1945     MONUMENTED       IBC
 TJ0817  HISTORY     - 1971     GOOD             IBC
 TJ0817  HISTORY     - 1975     GOOD             IBC
 TJ0817
 TJ0817                          STATION DESCRIPTION
 TJ0817
 TJ0817'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TJ0817'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TJ0817'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TJ0817'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TJ0817'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TJ0817'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TJ0817'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TJ0817'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TJ0817'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TJ0817'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TJ0817'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TJ0817'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TJ0817'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TJ0817'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TJ0817'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TJ0817'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TJ0817'CONCRETE.
 TJ0817'
 TJ0817'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TJ0817'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TJ0817'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TJ0817'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TJ0817'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TJ0817'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TJ0817'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TJ0817'463 AND 464, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TJ0817'CROSSING OF THE HIGHWAY BETWEEN MORGAN, MONTANA, AND MONCHY,
 TJ0817'SASKATCHEWAN.  THIS HIGHWAY IS DESIGNATED MONTANA 19 - SASKATCHEWAN 4.
 TJ0817
 TJ0817                          STATION RECOVERY (1971)
 TJ0817
 TJ0817'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TJ0817'RECOVERED IN GOOD CONDITION.
 TJ0817
 TJ0817                          STATION RECOVERY (1975)
 TJ0817
 TJ0817'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0818 ***********************************************************************
 TJ0818  DESIGNATION -  BOUNDARY MON 463 B
 TJ0818  PID         -  TJ0818
 TJ0818  STATE/COUNTY-  MT/PHILLIPS
 TJ0818  USGS QUAD   -  MORGAN (1984)
 TJ0818
 TJ0818                         *CURRENT SURVEY CONTROL
 TJ0818  ___________________________________________________________________
 TJ0818* NAD 83(1992)-  48 59 59.21274(N)    107 49 54.80939(W)     ADJUSTED  
 TJ0818* NAVD 88     -       865.     (meters)    2838.     (feet)  SCALED    
 TJ0818  ___________________________________________________________________
 TJ0818  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 TJ0818  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TJ0818
 TJ0818  HORZ ORDER  -  THIRD
 TJ0818
 TJ0818.The horizontal coordinates were established by classical geodetic methods
 TJ0818.and adjusted by the National Geodetic Survey in July 1992..
 TJ0818
 TJ0818.The orthometric height was scaled from a topographic map.
 TJ0818
 TJ0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0818
 TJ0818.The geoid height was determined by GEOID03.
 TJ0818
 TJ0818;                    North         East     Units Scale Factor Converg.
 TJ0818;SPC MT       -   529,142.932   722,049.782   MT  0.99999987   +1 13 12.8
 TJ0818;SPC MT       - 1,736,033.24  2,368,929.73   iFT  0.99999987   +1 13 12.8
 TJ0818;UTM  13      - 5,431,295.957   292,879.064   MT  1.00012703   -2 08 16.8
 TJ0818
 TJ0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0818!SPC MT       -   0.99986717  x   0.99999987  =   0.99986704
 TJ0818!UTM  13      -   0.99986717  x   1.00012703  =   0.99999418
 TJ0818
 TJ0818:                Primary Azimuth Mark                     Grid Az
 TJ0818:SPC MT       -  BOUNDARY MON 464 CD US                   088 44 56.3
 TJ0818:UTM  13      -  BOUNDARY MON 464 CD US                   092 06 25.9
 TJ0818
 TJ0818|---------------------------------------------------------------------|
 TJ0818| PID    Reference Object                     Distance      Geod. Az  |
 TJ0818|                                                           dddmmss.s |
 TJ0818| TJ0819 BOUNDARY MON 464 CD US              APPROX. 0.9 KM 0895809.1 |
 TJ0818| TJ0817 BOUNDARY MON 463 A                   34.783 METERS 26958     |
 TJ0818|---------------------------------------------------------------------|
 TJ0818
 TJ0818                          SUPERSEDED SURVEY CONTROL
 TJ0818
 TJ0818  NAD 83(1986)-  48 59 59.21188(N)    107 49 54.80841(W) AD(       ) 3
 TJ0818
 TJ0818.Superseded values are not recommended for survey control.
 TJ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0818.See file dsdata.txt to determine how the superseded data were derived.
 TJ0818
 TJ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ9287931296(NAD 83)
 TJ0818_MARKER: U = CONCRETE POST
 TJ0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0818+STABILITY: SURFACE MOTION
 TJ0818
 TJ0818  HISTORY     - Date     Condition        Report By
 TJ0818  HISTORY     - 1945     MONUMENTED       IBC
 TJ0818  HISTORY     - 1971     GOOD             IBC
 TJ0818  HISTORY     - 1975     GOOD             IBC
 TJ0818
 TJ0818                          STATION DESCRIPTION
 TJ0818
 TJ0818'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TJ0818'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TJ0818'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TJ0818'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TJ0818'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TJ0818'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TJ0818'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TJ0818'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TJ0818'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TJ0818'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TJ0818'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TJ0818'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TJ0818'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TJ0818'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TJ0818'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TJ0818'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TJ0818'CONCRETE.
 TJ0818'
 TJ0818'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TJ0818'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TJ0818'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TJ0818'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TJ0818'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TJ0818'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TJ0818'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TJ0818'463 AND 464, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TJ0818'CROSSING OF THE HIGHWAY BETWEEN MORGAN, MONTANA, AND MONCHY,
 TJ0818'SASKATCHEWAN.  THIS HIGHWAY IS DESIGNATED MONTANA 19 - SASKATCHEWAN 4.
 TJ0818
 TJ0818                          STATION RECOVERY (1971)
 TJ0818
 TJ0818'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TJ0818'RECOVERED IN GOOD CONDITION.
 TJ0818
 TJ0818                          STATION RECOVERY (1975)
 TJ0818
 TJ0818'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0816 ***********************************************************************
 TJ0816  DESIGNATION -  BOUNDARY MON 463 CD US
 TJ0816  PID         -  TJ0816
 TJ0816  STATE/COUNTY-  MT/PHILLIPS
 TJ0816  USGS QUAD   -  MORGAN (1984)
 TJ0816
 TJ0816                         *CURRENT SURVEY CONTROL
 TJ0816  ___________________________________________________________________
 TJ0816* NAD 83(1992)-  48 59 59.19274(N)    107 50 47.83120(W)     ADJUSTED  
 TJ0816* NAVD 88     -       855.     (meters)    2805.     (feet)  SCALED    
 TJ0816  ___________________________________________________________________
 TJ0816  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 TJ0816  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TJ0816
 TJ0816  HORZ ORDER  -  THIRD
 TJ0816
 TJ0816.The horizontal coordinates were established by classical geodetic methods
 TJ0816.and adjusted by the National Geodetic Survey in July 1992..
 TJ0816
 TJ0816.The orthometric height was scaled from a topographic map.
 TJ0816
 TJ0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0816
 TJ0816.The geoid height was determined by GEOID03.
 TJ0816
 TJ0816;                    North         East     Units Scale Factor Converg.
 TJ0816;SPC MT       -   529,119.465   720,972.338   MT  0.99999986   +1 12 34.0
 TJ0816;SPC MT       - 1,735,956.25  2,365,394.81   iFT  0.99999986   +1 12 34.0
 TJ0816;UTM  13      - 5,431,335.655   291,801.955   MT  1.00013253   -2 08 56.9
 TJ0816
 TJ0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0816!SPC MT       -   0.99986874  x   0.99999986  =   0.99986860
 TJ0816!UTM  13      -   0.99986874  x   1.00013253  =   1.00000125
 TJ0816
 TJ0816:                Primary Azimuth Mark                     Grid Az
 TJ0816:SPC MT       -  BOUNDARY MON 462 CD US                   268 46 45.1
 TJ0816:UTM  13      -  BOUNDARY MON 462 CD US                   272 08 16.0
 TJ0816
 TJ0816|---------------------------------------------------------------------|
 TJ0816| PID    Reference Object                     Distance      Geod. Az  |
 TJ0816|                                                           dddmmss.s |
 TJ0816| TJ0815 BOUNDARY MON 462 CD US              APPROX. 2.9 KM 2695919.1 |
 TJ0816|---------------------------------------------------------------------|
 TJ0816
 TJ0816                          SUPERSEDED SURVEY CONTROL
 TJ0816
 TJ0816  NAD 83(1986)-  48 59 59.19160(N)    107 50 47.83021(W) AD(       ) 3
 TJ0816
 TJ0816.Superseded values are not recommended for survey control.
 TJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0816.See file dsdata.txt to determine how the superseded data were derived.
 TJ0816
 TJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ9180231336(NAD 83)
 TJ0816_MARKER: Z = SEE DESCRIPTION
 TJ0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0816+STABILITY: SURFACE MOTION
 TJ0816
 TJ0816  HISTORY     - Date     Condition        Report By
 TJ0816  HISTORY     - 1909     MONUMENTED       IBC
 TJ0816  HISTORY     - 1941     GOOD             IBC
 TJ0816  HISTORY     - 1945     GOOD             IBC
 TJ0816  HISTORY     - 1975     GOOD             IBC
 TJ0816
 TJ0816                          STATION DESCRIPTION
 TJ0816
 TJ0816'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0816'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0816'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0816'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0816'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0816'
 TJ0816'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0816'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0816'---OCTOBER 20, 1818---.
 TJ0816'
 TJ0816'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0816'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0816'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0816'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0816'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0816'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0816'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0816'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0816'
 TJ0816'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0816'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0816'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0816'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0816'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0816'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0816'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0816'AND---CANADA---ON THE WEST SIDE.
 TJ0816'
 TJ0816'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0816'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0816'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0816'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0816'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0816
 TJ0816                          STATION RECOVERY (1941)
 TJ0816
 TJ0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TJ0816'RECOVERED IN GOOD CONDITION.
 TJ0816
 TJ0816                          STATION RECOVERY (1945)
 TJ0816
 TJ0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TJ0816'RECOVERED IN GOOD CONDITION.
 TJ0816
 TJ0816                          STATION RECOVERY (1975)
 TJ0816
 TJ0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0819 ***********************************************************************
 TJ0819  DESIGNATION -  BOUNDARY MON 464 CD US
 TJ0819  PID         -  TJ0819
 TJ0819  STATE/COUNTY-  MT/PHILLIPS
 TJ0819  USGS QUAD   -  MORGAN (1984)
 TJ0819
 TJ0819                         *CURRENT SURVEY CONTROL
 TJ0819  ___________________________________________________________________
 TJ0819* NAD 83(1992)-  48 59 59.22559(N)    107 49 12.32519(W)     ADJUSTED  
 TJ0819* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 TJ0819  ___________________________________________________________________
 TJ0819  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 TJ0819  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TJ0819
 TJ0819  HORZ ORDER  -  THIRD
 TJ0819
 TJ0819.The horizontal coordinates were established by classical geodetic methods
 TJ0819.and adjusted by the National Geodetic Survey in July 1992..
 TJ0819
 TJ0819.The orthometric height was scaled from a topographic map.
 TJ0819
 TJ0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0819
 TJ0819.The geoid height was determined by GEOID03.
 TJ0819
 TJ0819;                    North         East     Units Scale Factor Converg.
 TJ0819;SPC MT       -   529,161.783   722,913.092   MT  0.99999987   +1 13 43.9
 TJ0819;SPC MT       - 1,736,095.09  2,371,762.11   iFT  0.99999987   +1 13 43.9
 TJ0819;UTM  13      - 5,431,264.202   293,742.104   MT  1.00012265   -2 07 44.7
 TJ0819
 TJ0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0819!SPC MT       -   0.99986498  x   0.99999987  =   0.99986485
 TJ0819!UTM  13      -   0.99986498  x   1.00012265  =   0.99998761
 TJ0819
 TJ0819:                Primary Azimuth Mark                     Grid Az
 TJ0819:SPC MT       -  BOUNDARY MON 465 CD US                   088 43 45.7
 TJ0819:UTM  13      -  BOUNDARY MON 465 CD US                   092 05 14.3
 TJ0819
 TJ0819|---------------------------------------------------------------------|
 TJ0819| PID    Reference Object                     Distance      Geod. Az  |
 TJ0819|                                                           dddmmss.s |
 TJ0819| TJ0726 BOUNDARY MON 465 CD US              APPROX. 2.9 KM 0895729.6 |
 TJ0819|---------------------------------------------------------------------|
 TJ0819
 TJ0819                          SUPERSEDED SURVEY CONTROL
 TJ0819
 TJ0819  NAD 83(1986)-  48 59 59.22507(N)    107 49 12.32413(W) AD(       ) 3
 TJ0819
 TJ0819.Superseded values are not recommended for survey control.
 TJ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0819.See file dsdata.txt to determine how the superseded data were derived.
 TJ0819
 TJ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ9374231264(NAD 83)
 TJ0819_MARKER: Z = SEE DESCRIPTION
 TJ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0819+STABILITY: SURFACE MOTION
 TJ0819
 TJ0819  HISTORY     - Date     Condition        Report By
 TJ0819  HISTORY     - 1909     MONUMENTED       IBC
 TJ0819  HISTORY     - 1941     GOOD             IBC
 TJ0819  HISTORY     - 1945     GOOD             IBC
 TJ0819  HISTORY     - 1975     GOOD             IBC
 TJ0819
 TJ0819                          STATION DESCRIPTION
 TJ0819
 TJ0819'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0819'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0819'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0819'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0819'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0819'
 TJ0819'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0819'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0819'---OCTOBER 20, 1818---.
 TJ0819'
 TJ0819'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0819'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0819'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0819'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0819'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0819'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0819'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0819'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0819'
 TJ0819'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0819'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0819'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0819'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0819'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0819'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0819'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0819'AND---CANADA---ON THE WEST SIDE.
 TJ0819'
 TJ0819'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0819'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0819'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0819'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0819'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0819
 TJ0819                          STATION RECOVERY (1941)
 TJ0819
 TJ0819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TJ0819'RECOVERED IN GOOD CONDITION.
 TJ0819
 TJ0819                          STATION RECOVERY (1945)
 TJ0819
 TJ0819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TJ0819'RECOVERED IN GOOD CONDITION.
 TJ0819
 TJ0819                          STATION RECOVERY (1975)
 TJ0819
 TJ0819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0726 ***********************************************************************
 TJ0726  DESIGNATION -  BOUNDARY MON 465 CD US
 TJ0726  PID         -  TJ0726
 TJ0726  STATE/COUNTY-  MT/PHILLIPS
 TJ0726  USGS QUAD   -  MORGAN (1984)
 TJ0726
 TJ0726                         *CURRENT SURVEY CONTROL
 TJ0726  ___________________________________________________________________
 TJ0726* NAD 83(1992)-  48 59 59.26947(N)    107 46 50.22688(W)     ADJUSTED  
 TJ0726* NAVD 88     -       881.4    (meters)    2892.     (feet)  VERTCON   
 TJ0726  ___________________________________________________________________
 TJ0726  X           -  -1,280,435.713 (meters)                     COMP
 TJ0726  Y           -  -3,992,730.112 (meters)                     COMP
 TJ0726  Z           -   4,791,196.371 (meters)                     COMP
 TJ0726  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 TJ0726  ELLIP HEIGHT-         864.48  (meters)          (07/28/92) GPS OBS
 TJ0726  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TJ0726
 TJ0726  HORZ ORDER  -  FIRST
 TJ0726  ELLP ORDER  -  FIFTH     CLASS I
 TJ0726
 TJ0726.The horizontal coordinates were established by GPS observations
 TJ0726.and adjusted by the National Geodetic Survey in July 1992..
 TJ0726
 TJ0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0726
 TJ0726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0726
 TJ0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0726
 TJ0726.The ellipsoidal height was determined by GPS observations
 TJ0726.and is referenced to NAD 83.
 TJ0726
 TJ0726.The geoid height was determined by GEOID03.
 TJ0726
 TJ0726;                    North         East     Units Scale Factor Converg.
 TJ0726;SPC MT       -   529,225.806   725,800.614   MT  0.99999988   +1 15 27.8
 TJ0726;SPC MT       - 1,736,305.14  2,381,235.61   iFT  0.99999988   +1 15 27.8
 TJ0726;UTM  13      - 5,431,158.995   296,628.752   MT  1.00010812   -2 05 57.4
 TJ0726
 TJ0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0726!SPC MT       -   0.99986454  x   0.99999988  =   0.99986442
 TJ0726!UTM  13      -   0.99986454  x   1.00010812  =   0.99997265
 TJ0726
 TJ0726:                Primary Azimuth Mark                     Grid Az
 TJ0726:SPC MT       -  BOUNDARY MON 466 CD US                   088 50 06.1
 TJ0726:UTM  13      -  BOUNDARY MON 466 CD US                   092 11 31.3
 TJ0726
 TJ0726|---------------------------------------------------------------------|
 TJ0726| PID    Reference Object                     Distance      Geod. Az  |
 TJ0726|                                                           dddmmss.s |
 TJ0726| TJ0820 BOUNDARY MON 466 CD US              APPROX. 1.5 KM 0900533.9 |
 TJ0726| TJ0799 CENTER XV                           378.199 METERS 27712     |
 TJ0726|---------------------------------------------------------------------|
 TJ0726
 TJ0726                          SUPERSEDED SURVEY CONTROL
 TJ0726
 TJ0726  NAD 83(1986)-  48 59 59.27017(N)    107 46 50.22565(W) AD(       ) 1
 TJ0726  NGVD 29 (08/25/89)  880.7    (m)         2889.     (f) GPS OBS        
 TJ0726
 TJ0726.Superseded values are not recommended for survey control.
 TJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0726.See file dsdata.txt to determine how the superseded data were derived.
 TJ0726
 TJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ9662931159(NAD 83)
 TJ0726_MARKER: DU = BOUNDARY MARKER
 TJ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0726+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 TJ0726
 TJ0726  HISTORY     - Date     Condition        Report By
 TJ0726  HISTORY     - 1909     MONUMENTED       IBC
 TJ0726  HISTORY     - 1909     GOOD             IBC
 TJ0726  HISTORY     - 1975     GOOD             IBC
 TJ0726  HISTORY     - 19880817 SEE DESCRIPTION  NGS
 TJ0726
 TJ0726                          STATION DESCRIPTION
 TJ0726
 TJ0726'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0726'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0726'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0726'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0726'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0726'
 TJ0726'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0726'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0726'---OCTOBER 20, 1818---.
 TJ0726'
 TJ0726'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0726'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0726'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0726'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0726'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0726'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0726'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0726'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0726'
 TJ0726'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0726'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0726'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0726'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0726'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0726'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0726'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0726'AND---CANADA---ON THE WEST SIDE.
 TJ0726'
 TJ0726'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0726'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0726'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0726'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0726'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0726
 TJ0726                          STATION RECOVERY (1909)
 TJ0726
 TJ0726'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TJ0726'RECOVERED IN GOOD CONDITION.
 TJ0726
 TJ0726                          STATION RECOVERY (1975)
 TJ0726
 TJ0726'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0726'RECOVERED IN GOOD CONDITION.
 TJ0726
 TJ0726                          STATION RECOVERY (1988)
 TJ0726
 TJ0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TJ0726'THE MONUMENT IS LOCATED ABOUT 29.37 KM (18.25 MI) NORTH-NORTHWEST OF
 TJ0726'WHITEWATER, 25.35 KM (15.75 MI) NORTH-NORTHWEST OF LORING AND ABOUT
 TJ0726'3.62 KM (2.25 MI) EAST OF THE MORGAN, MONTANA - MONCHY, SASKATCHEWAN
 TJ0726'BORDER CROSSING.
 TJ0726'TO REACH THE MONUMENT FROM THE MORGAN - MONCHY BORDER CROSSING, GO
 TJ0726'EAST ON A GRAVEL ROAD ON THE CANADIAN SIDE OF THE BOUNDARY FOR 1.6 KM
 TJ0726'(1.00 MI) TO WHERE THE GRAVEL ROAD TURNS LEFT AND A GATE ACROSS A
 TJ0726'TRACK ROAD STRAIGHT AHEAD.  LEAVE THE GRAVEL ROAD, PASS THROUGH THE
 TJ0726'GATE, AND CONTINUE EAST ON THE TRACK ROAD FOR 2.25 KM (1.40 MI) TO
 TJ0726'THE MONUMENTON THE RIGHT.
 TJ0726'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.50 M
 TJ0726'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TJ0726'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TJ0726'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TJ0726'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TJ0726'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --465-- IS DRILLED NEAR THE
 TJ0726'TOP OF THE EAST SIDE OF THE OBELISK.
 TJ0726'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 3 CM TO THE WEST.
 TJ0726'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2.5 CM EAST OF AND 5 MM
 TJ0726'NORTH OF THE APEX OF THE OBELISK AND ON THE TOP OF THE EAST FACE OF
 TJ0726'THE TOP OF THE OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED
 TJ0726'WITH AN EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK
 TJ0726'WILL BE REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF
 TJ0726'THE PUNCH MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TJ0726'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0820 ***********************************************************************
 TJ0820  DESIGNATION -  BOUNDARY MON 466 CD US
 TJ0820  PID         -  TJ0820
 TJ0820  STATE/COUNTY-  MT/PHILLIPS
 TJ0820  USGS QUAD   -  MORGAN (1984)
 TJ0820
 TJ0820                         *CURRENT SURVEY CONTROL
 TJ0820  ___________________________________________________________________
 TJ0820* NAD 83(1992)-  48 59 59.18359(N)    107 45 35.84788(W)     ADJUSTED  
 TJ0820* NAVD 88     -       875.     (meters)    2871.     (feet)  SCALED    
 TJ0820  ___________________________________________________________________
 TJ0820  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 TJ0820  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TJ0820
 TJ0820  HORZ ORDER  -  THIRD
 TJ0820
 TJ0820.The horizontal coordinates were established by classical geodetic methods
 TJ0820.and adjusted by the National Geodetic Survey in July 1992..
 TJ0820
 TJ0820.The orthometric height was scaled from a topographic map.
 TJ0820
 TJ0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0820
 TJ0820.The geoid height was determined by GEOID03.
 TJ0820
 TJ0820;                    North         East     Units Scale Factor Converg.
 TJ0820;SPC MT       -   529,256.537   727,312.100   MT  0.99999986   +1 16 22.3
 TJ0820;SPC MT       - 1,736,405.96  2,386,194.55   iFT  0.99999986   +1 16 22.3
 TJ0820;UTM  13      - 5,431,101.165   298,139.602   MT  1.00010060   -2 05 01.2
 TJ0820
 TJ0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0820!SPC MT       -   0.99986561  x   0.99999986  =   0.99986547
 TJ0820!UTM  13      -   0.99986561  x   1.00010060  =   0.99996619
 TJ0820
 TJ0820:                Primary Azimuth Mark                     Grid Az
 TJ0820:SPC MT       -  BOUNDARY MON 465 CD US                   268 50 07.7
 TJ0820:UTM  13      -  BOUNDARY MON 465 CD US                   272 11 31.2
 TJ0820
 TJ0820|---------------------------------------------------------------------|
 TJ0820| PID    Reference Object                     Distance      Geod. Az  |
 TJ0820|                                                           dddmmss.s |
 TJ0820| TJ0726 BOUNDARY MON 465 CD US              APPROX. 1.5 KM 2700630.0 |
 TJ0820|---------------------------------------------------------------------|
 TJ0820
 TJ0820                          SUPERSEDED SURVEY CONTROL
 TJ0820
 TJ0820  NAD 83(1986)-  48 59 59.18456(N)    107 45 35.84659(W) AD(       ) 3
 TJ0820
 TJ0820.Superseded values are not recommended for survey control.
 TJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0820.See file dsdata.txt to determine how the superseded data were derived.
 TJ0820
 TJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ9814031101(NAD 83)
 TJ0820_MARKER: Z = SEE DESCRIPTION
 TJ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0820+STABILITY: SURFACE MOTION
 TJ0820
 TJ0820  HISTORY     - Date     Condition        Report By
 TJ0820  HISTORY     - 1909     MONUMENTED       IBC
 TJ0820  HISTORY     - 1975     GOOD             IBC
 TJ0820
 TJ0820                          STATION DESCRIPTION
 TJ0820
 TJ0820'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0820'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0820'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0820'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0820'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0820'
 TJ0820'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0820'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0820'---OCTOBER 20, 1818---.
 TJ0820'
 TJ0820'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0820'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0820'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0820'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0820'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0820'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0820'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0820'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0820'
 TJ0820'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0820'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0820'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0820'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0820'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0820'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0820'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0820'AND---CANADA---ON THE WEST SIDE.
 TJ0820'
 TJ0820'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0820'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0820'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0820'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0820'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0820
 TJ0820                          STATION RECOVERY (1975)
 TJ0820
 TJ0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0821 ***********************************************************************
 TJ0821  DESIGNATION -  BOUNDARY MON 467 CD US
 TJ0821  PID         -  TJ0821
 TJ0821  STATE/COUNTY-  MT/PHILLIPS
 TJ0821  USGS QUAD   -  GUSTIN COULEE (1984)
 TJ0821
 TJ0821                         *CURRENT SURVEY CONTROL
 TJ0821  ___________________________________________________________________
 TJ0821* NAD 83(1992)-  48 59 59.07036(N)    107 43 56.43118(W)     ADJUSTED  
 TJ0821* NAVD 88     -       847.     (meters)    2779.     (feet)  SCALED    
 TJ0821  ___________________________________________________________________
 TJ0821  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 TJ0821  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TJ0821
 TJ0821  HORZ ORDER  -  THIRD
 TJ0821
 TJ0821.The horizontal coordinates were established by classical geodetic methods
 TJ0821.and adjusted by the National Geodetic Survey in July 1992..
 TJ0821
 TJ0821.The orthometric height was scaled from a topographic map.
 TJ0821
 TJ0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0821
 TJ0821.The geoid height was determined by GEOID03.
 TJ0821
 TJ0821;                    North         East     Units Scale Factor Converg.
 TJ0821;SPC MT       -   529,298.283   729,332.375   MT  0.99999984   +1 17 35.0
 TJ0821;SPC MT       - 1,736,542.92  2,392,822.75   iFT  0.99999984   +1 17 35.0
 TJ0821;UTM  13      - 5,431,024.559   300,159.050   MT  1.00009063   -2 03 46.1
 TJ0821
 TJ0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0821!SPC MT       -   0.99987000  x   0.99999984  =   0.99986984
 TJ0821!UTM  13      -   0.99987000  x   1.00009063  =   0.99996061
 TJ0821
 TJ0821:                Primary Azimuth Mark                     Grid Az
 TJ0821:SPC MT       -  BOUNDARY MON 466 CD US                   268 48 59.6
 TJ0821:UTM  13      -  BOUNDARY MON 466 CD US                   272 10 20.7
 TJ0821
 TJ0821|---------------------------------------------------------------------|
 TJ0821| PID    Reference Object                     Distance      Geod. Az  |
 TJ0821|                                                           dddmmss.s |
 TJ0821| TJ0820 BOUNDARY MON 466 CD US              APPROX. 2.0 KM 2700634.6 |
 TJ0821|---------------------------------------------------------------------|
 TJ0821
 TJ0821                          SUPERSEDED SURVEY CONTROL
 TJ0821
 TJ0821  NAD 83(1986)-  48 59 59.07170(N)    107 43 56.42983(W) AD(       ) 3
 TJ0821
 TJ0821.Superseded values are not recommended for survey control.
 TJ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0821.See file dsdata.txt to determine how the superseded data were derived.
 TJ0821
 TJ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ0015931025(NAD 83)
 TJ0821_MARKER: Z = SEE DESCRIPTION
 TJ0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0821+STABILITY: SURFACE MOTION
 TJ0821
 TJ0821  HISTORY     - Date     Condition        Report By
 TJ0821  HISTORY     - 1909     MONUMENTED       IBC
 TJ0821  HISTORY     - 1975     GOOD             IBC
 TJ0821
 TJ0821                          STATION DESCRIPTION
 TJ0821
 TJ0821'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0821'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0821'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0821'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0821'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0821'
 TJ0821'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0821'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0821'---OCTOBER 20, 1818---.
 TJ0821'
 TJ0821'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0821'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0821'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0821'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0821'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0821'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0821'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0821'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0821'
 TJ0821'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0821'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0821'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0821'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0821'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0821'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0821'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0821'AND---CANADA---ON THE WEST SIDE.
 TJ0821'
 TJ0821'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0821'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0821'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0821'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0821'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0821
 TJ0821                          STATION RECOVERY (1975)
 TJ0821
 TJ0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0822 ***********************************************************************
 TJ0822  DESIGNATION -  BOUNDARY MON 468 CD US
 TJ0822  PID         -  TJ0822
 TJ0822  STATE/COUNTY-  MT/PHILLIPS
 TJ0822  USGS QUAD   -  GUSTIN COULEE (1984)
 TJ0822
 TJ0822                         *CURRENT SURVEY CONTROL
 TJ0822  ___________________________________________________________________
 TJ0822* NAD 83(1992)-  48 59 58.99641(N)    107 43 02.53848(W)     ADJUSTED  
 TJ0822* NAVD 88     -       833.     (meters)    2733.     (feet)  SCALED    
 TJ0822  ___________________________________________________________________
 TJ0822  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 TJ0822  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TJ0822
 TJ0822  HORZ ORDER  -  THIRD
 TJ0822
 TJ0822.The horizontal coordinates were established by classical geodetic methods
 TJ0822.and adjusted by the National Geodetic Survey in July 1992..
 TJ0822
 TJ0822.The orthometric height was scaled from a topographic map.
 TJ0822
 TJ0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0822
 TJ0822.The geoid height was determined by GEOID03.
 TJ0822
 TJ0822;                    North         East     Units Scale Factor Converg.
 TJ0822;SPC MT       -   529,320.823   730,427.547   MT  0.99999983   +1 18 14.4
 TJ0822;SPC MT       - 1,736,616.87  2,396,415.84   iFT  0.99999983   +1 18 14.4
 TJ0822;UTM  13      - 5,430,982.952   301,253.760   MT  1.00008527   -2 03 05.3
 TJ0822
 TJ0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0822!SPC MT       -   0.99987219  x   0.99999983  =   0.99987202
 TJ0822!UTM  13      -   0.99987219  x   1.00008527  =   0.99995745
 TJ0822
 TJ0822:                Primary Azimuth Mark                     Grid Az
 TJ0822:SPC MT       -  BOUNDARY MON 467 CD US                   268 49 16.1
 TJ0822:UTM  13      -  BOUNDARY MON 467 CD US                   272 10 35.8
 TJ0822
 TJ0822|---------------------------------------------------------------------|
 TJ0822| PID    Reference Object                     Distance      Geod. Az  |
 TJ0822|                                                           dddmmss.s |
 TJ0822| TJ0821 BOUNDARY MON 467 CD US              APPROX. 1.1 KM 2700730.5 |
 TJ0822|---------------------------------------------------------------------|
 TJ0822
 TJ0822                          SUPERSEDED SURVEY CONTROL
 TJ0822
 TJ0822  NAD 83(1986)-  48 59 58.99795(N)    107 43 02.53708(W) AD(       ) 3
 TJ0822
 TJ0822.Superseded values are not recommended for survey control.
 TJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0822.See file dsdata.txt to determine how the superseded data were derived.
 TJ0822
 TJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ0125430983(NAD 83)
 TJ0822_MARKER: Z = SEE DESCRIPTION
 TJ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0822+STABILITY: SURFACE MOTION
 TJ0822
 TJ0822  HISTORY     - Date     Condition        Report By
 TJ0822  HISTORY     - 1909     MONUMENTED       IBC
 TJ0822  HISTORY     - 1975     GOOD             IBC
 TJ0822
 TJ0822                          STATION DESCRIPTION
 TJ0822
 TJ0822'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0822'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0822'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0822'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0822'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0822'
 TJ0822'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0822'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0822'---OCTOBER 20, 1818---.
 TJ0822'
 TJ0822'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0822'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0822'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0822'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0822'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0822'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0822'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0822'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0822'
 TJ0822'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0822'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0822'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0822'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0822'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0822'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0822'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0822'AND---CANADA---ON THE WEST SIDE.
 TJ0822'
 TJ0822'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0822'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0822'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0822'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0822'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0822
 TJ0822                          STATION RECOVERY (1975)
 TJ0822
 TJ0822'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0823 ***********************************************************************
 TJ0823  DESIGNATION -  BOUNDARY MON 469 CD US
 TJ0823  PID         -  TJ0823
 TJ0823  STATE/COUNTY-  MT/PHILLIPS
 TJ0823  USGS QUAD   -  GUSTIN COULEE (1984)
 TJ0823
 TJ0823                         *CURRENT SURVEY CONTROL
 TJ0823  ___________________________________________________________________
 TJ0823* NAD 83(1992)-  48 59 58.84803(N)    107 41 19.72728(W)     ADJUSTED  
 TJ0823* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 TJ0823  ___________________________________________________________________
 TJ0823  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 TJ0823  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TJ0823
 TJ0823  HORZ ORDER  -  THIRD
 TJ0823
 TJ0823.The horizontal coordinates were established by classical geodetic methods
 TJ0823.and adjusted by the National Geodetic Survey in July 1992..
 TJ0823
 TJ0823.The orthometric height was scaled from a topographic map.
 TJ0823
 TJ0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0823
 TJ0823.The geoid height was determined by GEOID03.
 TJ0823
 TJ0823;                    North         East     Units Scale Factor Converg.
 TJ0823;SPC MT       -   529,364.177   732,516.804   MT  0.99999980   +1 19 29.6
 TJ0823;SPC MT       - 1,736,759.11  2,403,270.35   iFT  0.99999980   +1 19 29.6
 TJ0823;UTM  13      - 5,430,903.952   303,342.140   MT  1.00007513   -2 01 47.7
 TJ0823
 TJ0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0823!SPC MT       -   0.99987611  x   0.99999980  =   0.99987591
 TJ0823!UTM  13      -   0.99987611  x   1.00007513  =   0.99995123
 TJ0823
 TJ0823:                Primary Azimuth Mark                     Grid Az
 TJ0823:SPC MT       -  BOUNDARY MON 468 CD US                   268 48 41.6
 TJ0823:UTM  13      -  BOUNDARY MON 468 CD US                   272 09 58.9
 TJ0823
 TJ0823|---------------------------------------------------------------------|
 TJ0823| PID    Reference Object                     Distance      Geod. Az  |
 TJ0823|                                                           dddmmss.s |
 TJ0823| TJ0822 BOUNDARY MON 468 CD US              APPROX. 2.1 KM 2700811.2 |
 TJ0823|---------------------------------------------------------------------|
 TJ0823
 TJ0823                          SUPERSEDED SURVEY CONTROL
 TJ0823
 TJ0823  NAD 83(1986)-  48 59 58.84994(N)    107 41 19.72587(W) AD(       ) 3
 TJ0823
 TJ0823.Superseded values are not recommended for survey control.
 TJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0823.See file dsdata.txt to determine how the superseded data were derived.
 TJ0823
 TJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ0334230904(NAD 83)
 TJ0823_MARKER: Z = SEE DESCRIPTION
 TJ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0823+STABILITY: SURFACE MOTION
 TJ0823
 TJ0823  HISTORY     - Date     Condition        Report By
 TJ0823  HISTORY     - 1909     MONUMENTED       IBC
 TJ0823  HISTORY     - 1975     GOOD             IBC
 TJ0823
 TJ0823                          STATION DESCRIPTION
 TJ0823
 TJ0823'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0823'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0823'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0823'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0823'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0823'
 TJ0823'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0823'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0823'---OCTOBER 20, 1818---.
 TJ0823'
 TJ0823'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0823'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0823'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0823'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0823'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0823'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0823'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0823'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0823'
 TJ0823'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0823'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0823'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0823'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0823'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0823'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0823'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0823'AND---CANADA---ON THE WEST SIDE.
 TJ0823'
 TJ0823'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0823'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0823'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0823'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0823'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0823
 TJ0823                          STATION RECOVERY (1975)
 TJ0823
 TJ0823'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0824 ***********************************************************************
 TJ0824  DESIGNATION -  BOUNDARY MON 470 CD US
 TJ0824  PID         -  TJ0824
 TJ0824  STATE/COUNTY-  MT/PHILLIPS
 TJ0824  USGS QUAD   -  GUSTIN COULEE (1984)
 TJ0824
 TJ0824                         *CURRENT SURVEY CONTROL
 TJ0824  ___________________________________________________________________
 TJ0824* NAD 83(1992)-  48 59 58.70670(N)    107 39 28.44893(W)     ADJUSTED  
 TJ0824* NAVD 88     -       764.     (meters)    2507.     (feet)  SCALED    
 TJ0824  ___________________________________________________________________
 TJ0824  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 TJ0824  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TJ0824
 TJ0824  HORZ ORDER  -  THIRD
 TJ0824
 TJ0824.The horizontal coordinates were established by classical geodetic methods
 TJ0824.and adjusted by the National Geodetic Survey in July 1992..
 TJ0824
 TJ0824.The orthometric height was scaled from a topographic map.
 TJ0824
 TJ0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0824
 TJ0824.The geoid height was determined by GEOID03.
 TJ0824
 TJ0824;                    North         East     Units Scale Factor Converg.
 TJ0824;SPC MT       -   529,412.555   734,778.093   MT  0.99999978   +1 20 51.0
 TJ0824;SPC MT       - 1,736,917.83  2,410,689.28   iFT  0.99999978   +1 20 51.0
 TJ0824;UTM  13      - 5,430,819.928   305,602.544   MT  1.00006427   -2 00 23.6
 TJ0824
 TJ0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0824!SPC MT       -   0.99988301  x   0.99999978  =   0.99988279
 TJ0824!UTM  13      -   0.99988301  x   1.00006427  =   0.99994727
 TJ0824
 TJ0824:                Primary Azimuth Mark                     Grid Az
 TJ0824:SPC MT       -  BOUNDARY MON 469 CD US                   268 46 29.1
 TJ0824:UTM  13      -  BOUNDARY MON 469 CD US                   272 07 43.7
 TJ0824
 TJ0824|---------------------------------------------------------------------|
 TJ0824| PID    Reference Object                     Distance      Geod. Az  |
 TJ0824|                                                           dddmmss.s |
 TJ0824| TJ0823 BOUNDARY MON 469 CD US              APPROX. 2.3 KM 2700720.1 |
 TJ0824|---------------------------------------------------------------------|
 TJ0824
 TJ0824                          SUPERSEDED SURVEY CONTROL
 TJ0824
 TJ0824  NAD 83(1986)-  48 59 58.70900(N)    107 39 28.44744(W) AD(       ) 3
 TJ0824
 TJ0824.Superseded values are not recommended for survey control.
 TJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0824.See file dsdata.txt to determine how the superseded data were derived.
 TJ0824
 TJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ0560330820(NAD 83)
 TJ0824_MARKER: Z = SEE DESCRIPTION
 TJ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0824+STABILITY: SURFACE MOTION
 TJ0824
 TJ0824  HISTORY     - Date     Condition        Report By
 TJ0824  HISTORY     - 1909     MONUMENTED       IBC
 TJ0824  HISTORY     - 1975     GOOD             IBC
 TJ0824
 TJ0824                          STATION DESCRIPTION
 TJ0824
 TJ0824'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0824'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0824'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0824'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0824'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0824'
 TJ0824'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0824'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0824'---OCTOBER 20, 1818---.
 TJ0824'
 TJ0824'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0824'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0824'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0824'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0824'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0824'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0824'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0824'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0824'
 TJ0824'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0824'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0824'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0824'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0824'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0824'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0824'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0824'AND---CANADA---ON THE WEST SIDE.
 TJ0824'
 TJ0824'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0824'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0824'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0824'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0824'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0824
 TJ0824                          STATION RECOVERY (1975)
 TJ0824
 TJ0824'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0825 ***********************************************************************
 TJ0825  DESIGNATION -  BOUNDARY MON 471 CD US
 TJ0825  PID         -  TJ0825
 TJ0825  STATE/COUNTY-  MT/PHILLIPS
 TJ0825  USGS QUAD   -  GUSTIN COULEE (1984)
 TJ0825
 TJ0825                         *CURRENT SURVEY CONTROL
 TJ0825  ___________________________________________________________________
 TJ0825* NAD 83(1992)-  48 59 58.58503(N)    107 37 37.36739(W)     ADJUSTED  
 TJ0825* NAVD 88     -       793.     (meters)    2602.     (feet)  SCALED    
 TJ0825  ___________________________________________________________________
 TJ0825  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 TJ0825  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TJ0825
 TJ0825  HORZ ORDER  -  THIRD
 TJ0825
 TJ0825.The horizontal coordinates were established by classical geodetic methods
 TJ0825.and adjusted by the National Geodetic Survey in July 1992..
 TJ0825
 TJ0825.The orthometric height was scaled from a topographic map.
 TJ0825
 TJ0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0825
 TJ0825.The geoid height was determined by GEOID03.
 TJ0825
 TJ0825;                    North         East     Units Scale Factor Converg.
 TJ0825;SPC MT       -   529,462.337   737,035.352   MT  0.99999976   +1 22 12.3
 TJ0825;SPC MT       - 1,737,081.16  2,418,094.99   iFT  0.99999976   +1 22 12.3
 TJ0825;UTM  13      - 5,430,737.571   307,858.982   MT  1.00005355   -1 58 59.7
 TJ0825
 TJ0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0825!SPC MT       -   0.99987847  x   0.99999976  =   0.99987823
 TJ0825!UTM  13      -   0.99987847  x   1.00005355  =   0.99993201
 TJ0825
 TJ0825:                Primary Azimuth Mark                     Grid Az
 TJ0825:SPC MT       -  BOUNDARY MON 470 CD US                   268 44 13.0
 TJ0825:UTM  13      -  BOUNDARY MON 470 CD US                   272 05 25.0
 TJ0825
 TJ0825|---------------------------------------------------------------------|
 TJ0825| PID    Reference Object                     Distance      Geod. Az  |
 TJ0825|                                                           dddmmss.s |
 TJ0825| TJ0824 BOUNDARY MON 470 CD US              APPROX. 2.3 KM 2700625.3 |
 TJ0825|---------------------------------------------------------------------|
 TJ0825
 TJ0825                          SUPERSEDED SURVEY CONTROL
 TJ0825
 TJ0825  NAD 83(1986)-  48 59 58.58771(N)    107 37 37.36585(W) AD(       ) 3
 TJ0825
 TJ0825.Superseded values are not recommended for survey control.
 TJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0825.See file dsdata.txt to determine how the superseded data were derived.
 TJ0825
 TJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ0785930738(NAD 83)
 TJ0825_MARKER: Z = SEE DESCRIPTION
 TJ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0825+STABILITY: SURFACE MOTION
 TJ0825
 TJ0825  HISTORY     - Date     Condition        Report By
 TJ0825  HISTORY     - 1909     MONUMENTED       IBC
 TJ0825  HISTORY     - 1975     GOOD             IBC
 TJ0825
 TJ0825                          STATION DESCRIPTION
 TJ0825
 TJ0825'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0825'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0825'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0825'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0825'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0825'
 TJ0825'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0825'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0825'---OCTOBER 20, 1818---.
 TJ0825'
 TJ0825'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0825'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0825'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0825'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0825'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0825'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0825'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0825'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0825'
 TJ0825'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0825'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0825'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0825'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0825'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0825'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0825'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0825'AND---CANADA---ON THE WEST SIDE.
 TJ0825'
 TJ0825'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0825'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0825'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0825'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0825'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0825
 TJ0825                          STATION RECOVERY (1975)
 TJ0825
 TJ0825'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0826 ***********************************************************************
 TJ0826  DESIGNATION -  BOUNDARY MON 472 CD US
 TJ0826  PID         -  TJ0826
 TJ0826  STATE/COUNTY-  MT/PHILLIPS
 TJ0826  USGS QUAD   -  PEA LAKE (1984)
 TJ0826
 TJ0826                         *CURRENT SURVEY CONTROL
 TJ0826  ___________________________________________________________________
 TJ0826* NAD 83(1992)-  48 59 58.44074(N)    107 35 46.73372(W)     ADJUSTED  
 TJ0826* NAVD 88     -       821.     (meters)    2694.     (feet)  SCALED    
 TJ0826  ___________________________________________________________________
 TJ0826  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 TJ0826  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TJ0826
 TJ0826  HORZ ORDER  -  THIRD
 TJ0826
 TJ0826.The horizontal coordinates were established by classical geodetic methods
 TJ0826.and adjusted by the National Geodetic Survey in July 1992..
 TJ0826
 TJ0826.The orthometric height was scaled from a topographic map.
 TJ0826
 TJ0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0826
 TJ0826.The geoid height was determined by GEOID03.
 TJ0826
 TJ0826;                    North         East     Units Scale Factor Converg.
 TJ0826;SPC MT       -   529,512.089   739,283.508   MT  0.99999973   +1 23 33.2
 TJ0826;SPC MT       - 1,737,244.39  2,425,470.83   iFT  0.99999973   +1 23 33.2
 TJ0826;UTM  13      - 5,430,655.746   310,106.309   MT  1.00004300   -1 57 36.1
 TJ0826
 TJ0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0826!SPC MT       -   0.99987408  x   0.99999973  =   0.99987381
 TJ0826!UTM  13      -   0.99987408  x   1.00004300  =   0.99991707
 TJ0826
 TJ0826:                Primary Azimuth Mark                     Grid Az
 TJ0826:SPC MT       -  BOUNDARY MON 471 CD US                   268 43 57.4
 TJ0826:UTM  13      -  BOUNDARY MON 471 CD US                   272 05 06.7
 TJ0826
 TJ0826|---------------------------------------------------------------------|
 TJ0826| PID    Reference Object                     Distance      Geod. Az  |
 TJ0826|                                                           dddmmss.s |
 TJ0826| TJ0825 BOUNDARY MON 471 CD US              APPROX. 2.2 KM 2700730.6 |
 TJ0826|---------------------------------------------------------------------|
 TJ0826
 TJ0826                          SUPERSEDED SURVEY CONTROL
 TJ0826
 TJ0826  NAD 83(1986)-  48 59 58.44381(N)    107 35 46.73212(W) AD(       ) 3
 TJ0826
 TJ0826.Superseded values are not recommended for survey control.
 TJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0826.See file dsdata.txt to determine how the superseded data were derived.
 TJ0826
 TJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ1010630656(NAD 83)
 TJ0826_MARKER: Z = SEE DESCRIPTION
 TJ0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0826+STABILITY: SURFACE MOTION
 TJ0826
 TJ0826  HISTORY     - Date     Condition        Report By
 TJ0826  HISTORY     - 1909     MONUMENTED       IBC
 TJ0826  HISTORY     - 1975     GOOD             IBC
 TJ0826
 TJ0826                          STATION DESCRIPTION
 TJ0826
 TJ0826'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0826'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0826'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0826'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0826'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0826'
 TJ0826'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0826'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0826'---OCTOBER 20, 1818---.
 TJ0826'
 TJ0826'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0826'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0826'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0826'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0826'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0826'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0826'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0826'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0826'
 TJ0826'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0826'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0826'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0826'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0826'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0826'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0826'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0826'AND---CANADA---ON THE WEST SIDE.
 TJ0826'
 TJ0826'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0826'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0826'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0826'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0826'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0826
 TJ0826                          STATION RECOVERY (1975)
 TJ0826
 TJ0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0827 ***********************************************************************
 TJ0827  DESIGNATION -  BOUNDARY MON 473 CD US
 TJ0827  PID         -  TJ0827
 TJ0827  STATE/COUNTY-  MT/PHILLIPS
 TJ0827  USGS QUAD   -  PEA LAKE (1984)
 TJ0827
 TJ0827                         *CURRENT SURVEY CONTROL
 TJ0827  ___________________________________________________________________
 TJ0827* NAD 83(1992)-  48 59 58.28030(N)    107 33 27.56471(W)     ADJUSTED  
 TJ0827* NAVD 88     -       844.     (meters)    2769.     (feet)  SCALED    
 TJ0827  ___________________________________________________________________
 TJ0827  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 TJ0827  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TJ0827
 TJ0827  HORZ ORDER  -  THIRD
 TJ0827
 TJ0827.The horizontal coordinates were established by classical geodetic methods
 TJ0827.and adjusted by the National Geodetic Survey in July 1992..
 TJ0827
 TJ0827.The orthometric height was scaled from a topographic map.
 TJ0827
 TJ0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0827
 TJ0827.The geoid height was determined by GEOID03.
 TJ0827
 TJ0827;                    North         East     Units Scale Factor Converg.
 TJ0827;SPC MT       -   529,576.576   742,111.482   MT  0.99999971   +1 25 15.0
 TJ0827;SPC MT       - 1,737,455.96  2,434,748.96   iFT  0.99999971   +1 25 15.0
 TJ0827;UTM  13      - 5,430,554.761   312,933.319   MT  1.00002991   -1 55 51.0
 TJ0827
 TJ0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0827!SPC MT       -   0.99987048  x   0.99999971  =   0.99987019
 TJ0827!UTM  13      -   0.99987048  x   1.00002991  =   0.99990038
 TJ0827
 TJ0827:                Primary Azimuth Mark                     Grid Az
 TJ0827:SPC MT       -  BOUNDARY MON 472 CD US                   268 41 38.9
 TJ0827:UTM  13      -  BOUNDARY MON 472 CD US                   272 02 44.9
 TJ0827
 TJ0827|---------------------------------------------------------------------|
 TJ0827| PID    Reference Object                     Distance      Geod. Az  |
 TJ0827|                                                           dddmmss.s |
 TJ0827| TJ0826 BOUNDARY MON 472 CD US              APPROX. 2.8 KM 2700653.9 |
 TJ0827|---------------------------------------------------------------------|
 TJ0827
 TJ0827                          SUPERSEDED SURVEY CONTROL
 TJ0827
 TJ0827  NAD 83(1986)-  48 59 58.28387(N)    107 33 27.56300(W) AD(       ) 3
 TJ0827
 TJ0827.Superseded values are not recommended for survey control.
 TJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0827.See file dsdata.txt to determine how the superseded data were derived.
 TJ0827
 TJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ1293330555(NAD 83)
 TJ0827_MARKER: Z = SEE DESCRIPTION
 TJ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0827+STABILITY: SURFACE MOTION
 TJ0827
 TJ0827  HISTORY     - Date     Condition        Report By
 TJ0827  HISTORY     - 1909     MONUMENTED       IBC
 TJ0827  HISTORY     - 1975     GOOD             IBC
 TJ0827
 TJ0827                          STATION DESCRIPTION
 TJ0827
 TJ0827'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0827'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0827'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0827'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0827'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0827'
 TJ0827'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0827'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0827'---OCTOBER 20, 1818---.
 TJ0827'
 TJ0827'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0827'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0827'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0827'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0827'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0827'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0827'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0827'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0827'
 TJ0827'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0827'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0827'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0827'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0827'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0827'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0827'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0827'AND---CANADA---ON THE WEST SIDE.
 TJ0827'
 TJ0827'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0827'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0827'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0827'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0827'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0827
 TJ0827                          STATION RECOVERY (1975)
 TJ0827
 TJ0827'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0828 ***********************************************************************
 TJ0828  DESIGNATION -  BOUNDARY MON 474 CD US
 TJ0828  PID         -  TJ0828
 TJ0828  STATE/COUNTY-  MT/PHILLIPS
 TJ0828  USGS QUAD   -  PEA LAKE (1984)
 TJ0828
 TJ0828                         *CURRENT SURVEY CONTROL
 TJ0828  ___________________________________________________________________
 TJ0828* NAD 83(1992)-  48 59 58.14673(N)    107 31 36.60650(W)     ADJUSTED  
 TJ0828* NAVD 88     -       824.     (meters)    2703.     (feet)  SCALED    
 TJ0828  ___________________________________________________________________
 TJ0828  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 TJ0828  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TJ0828
 TJ0828  HORZ ORDER  -  THIRD
 TJ0828
 TJ0828.The horizontal coordinates were established by classical geodetic methods
 TJ0828.and adjusted by the National Geodetic Survey in July 1992..
 TJ0828
 TJ0828.The orthometric height was scaled from a topographic map.
 TJ0828
 TJ0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0828
 TJ0828.The geoid height was determined by GEOID03.
 TJ0828
 TJ0828;                    North         East     Units Scale Factor Converg.
 TJ0828;SPC MT       -   529,628.816   744,366.183   MT  0.99999968   +1 26 36.2
 TJ0828;SPC MT       - 1,737,627.35  2,442,146.27   iFT  0.99999968   +1 26 36.2
 TJ0828;UTM  13      - 5,430,475.105   315,187.275   MT  1.00001961   -1 54 27.2
 TJ0828
 TJ0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0828!SPC MT       -   0.99987361  x   0.99999968  =   0.99987329
 TJ0828!UTM  13      -   0.99987361  x   1.00001961  =   0.99989322
 TJ0828
 TJ0828:                Primary Azimuth Mark                     Grid Az
 TJ0828:SPC MT       -  BOUNDARY MON 473 CD US                   268 40 23.0
 TJ0828:UTM  13      -  BOUNDARY MON 473 CD US                   272 01 26.4
 TJ0828
 TJ0828|---------------------------------------------------------------------|
 TJ0828| PID    Reference Object                     Distance      Geod. Az  |
 TJ0828|                                                           dddmmss.s |
 TJ0828| TJ0827 BOUNDARY MON 473 CD US              APPROX. 2.3 KM 2700659.2 |
 TJ0828|---------------------------------------------------------------------|
 TJ0828
 TJ0828                          SUPERSEDED SURVEY CONTROL
 TJ0828
 TJ0828  NAD 83(1986)-  48 59 58.15071(N)    107 31 36.60473(W) AD(       ) 3
 TJ0828
 TJ0828.Superseded values are not recommended for survey control.
 TJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0828.See file dsdata.txt to determine how the superseded data were derived.
 TJ0828
 TJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ1518730475(NAD 83)
 TJ0828_MARKER: Z = SEE DESCRIPTION
 TJ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0828+STABILITY: SURFACE MOTION
 TJ0828
 TJ0828  HISTORY     - Date     Condition        Report By
 TJ0828  HISTORY     - 1909     MONUMENTED       IBC
 TJ0828  HISTORY     - 1975     GOOD             IBC
 TJ0828
 TJ0828                          STATION DESCRIPTION
 TJ0828
 TJ0828'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0828'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0828'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0828'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0828'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0828'
 TJ0828'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0828'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0828'---OCTOBER 20, 1818---.
 TJ0828'
 TJ0828'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0828'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0828'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0828'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0828'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0828'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0828'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0828'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0828'
 TJ0828'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0828'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0828'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0828'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0828'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0828'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0828'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0828'AND---CANADA---ON THE WEST SIDE.
 TJ0828'
 TJ0828'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0828'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0828'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0828'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0828'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0828
 TJ0828                          STATION RECOVERY (1975)
 TJ0828
 TJ0828'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0829 ***********************************************************************
 TJ0829  DESIGNATION -  BOUNDARY MON 475 CD US
 TJ0829  PID         -  TJ0829
 TJ0829  STATE/COUNTY-  MT/PHILLIPS
 TJ0829  USGS QUAD   -  THOENY HILLS WEST (1984)
 TJ0829
 TJ0829                         *CURRENT SURVEY CONTROL
 TJ0829  ___________________________________________________________________
 TJ0829* NAD 83(1992)-  48 59 58.01363(N)    107 29 41.95353(W)     ADJUSTED  
 TJ0829* NAVD 88     -       810.     (meters)    2657.     (feet)  SCALED    
 TJ0829  ___________________________________________________________________
 TJ0829  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 TJ0829  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TJ0829
 TJ0829  HORZ ORDER  -  THIRD
 TJ0829
 TJ0829.The horizontal coordinates were established by classical geodetic methods
 TJ0829.and adjusted by the National Geodetic Survey in July 1992..
 TJ0829
 TJ0829.The orthometric height was scaled from a topographic map.
 TJ0829
 TJ0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0829
 TJ0829.The geoid height was determined by GEOID03.
 TJ0829
 TJ0829;                    North         East     Units Scale Factor Converg.
 TJ0829;SPC MT       -   529,683.880   746,695.939   MT  0.99999966   +1 28 00.0
 TJ0829;SPC MT       - 1,737,808.01  2,449,789.83   iFT  0.99999966   +1 28 00.0
 TJ0829;UTM  13      - 5,430,393.912   317,516.300   MT  1.00000910   -1 53 00.6
 TJ0829
 TJ0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0829!SPC MT       -   0.99987581  x   0.99999966  =   0.99987547
 TJ0829!UTM  13      -   0.99987581  x   1.00000910  =   0.99988491
 TJ0829
 TJ0829:                Primary Azimuth Mark                     Grid Az
 TJ0829:SPC MT       -  BOUNDARY MON 474 CD US                   268 38 47.2
 TJ0829:UTM  13      -  BOUNDARY MON 474 CD US                   271 59 47.8
 TJ0829
 TJ0829|---------------------------------------------------------------------|
 TJ0829| PID    Reference Object                     Distance      Geod. Az  |
 TJ0829|                                                           dddmmss.s |
 TJ0829| TJ0828 BOUNDARY MON 474 CD US              APPROX. 2.3 KM 2700647.2 |
 TJ0829|---------------------------------------------------------------------|
 TJ0829
 TJ0829                          SUPERSEDED SURVEY CONTROL
 TJ0829
 TJ0829  NAD 83(1986)-  48 59 58.01804(N)    107 29 41.95170(W) AD(       ) 3
 TJ0829
 TJ0829.Superseded values are not recommended for survey control.
 TJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0829.See file dsdata.txt to determine how the superseded data were derived.
 TJ0829
 TJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ1751630394(NAD 83)
 TJ0829_MARKER: Z = SEE DESCRIPTION
 TJ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0829+STABILITY: SURFACE MOTION
 TJ0829
 TJ0829  HISTORY     - Date     Condition        Report By
 TJ0829  HISTORY     - 1909     MONUMENTED       IBC
 TJ0829  HISTORY     - 1975     GOOD             IBC
 TJ0829
 TJ0829                          STATION DESCRIPTION
 TJ0829
 TJ0829'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0829'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0829'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0829'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0829'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0829'
 TJ0829'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0829'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0829'---OCTOBER 20, 1818---.
 TJ0829'
 TJ0829'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0829'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0829'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0829'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0829'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0829'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0829'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0829'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0829'
 TJ0829'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0829'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0829'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0829'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0829'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0829'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0829'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0829'AND---CANADA---ON THE WEST SIDE.
 TJ0829'
 TJ0829'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0829'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0829'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0829'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0829'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0829
 TJ0829                          STATION RECOVERY (1975)
 TJ0829
 TJ0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0830 ***********************************************************************
 TJ0830  DESIGNATION -  BOUNDARY MON 476 CD US
 TJ0830  PID         -  TJ0830
 TJ0830  STATE/COUNTY-  MT/PHILLIPS
 TJ0830  USGS QUAD   -  THOENY HILLS WEST (1984)
 TJ0830
 TJ0830                         *CURRENT SURVEY CONTROL
 TJ0830  ___________________________________________________________________
 TJ0830* NAD 83(1992)-  48 59 57.89500(N)    107 28 03.42309(W)     ADJUSTED  
 TJ0830* NAVD 88     -       812.     (meters)    2664.     (feet)  SCALED    
 TJ0830  ___________________________________________________________________
 TJ0830  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 TJ0830  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TJ0830
 TJ0830  HORZ ORDER  -  THIRD
 TJ0830
 TJ0830.The horizontal coordinates were established by classical geodetic methods
 TJ0830.and adjusted by the National Geodetic Survey in July 1992..
 TJ0830
 TJ0830.The orthometric height was scaled from a topographic map.
 TJ0830
 TJ0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0830
 TJ0830.The geoid height was determined by GEOID03.
 TJ0830
 TJ0830;                    North         East     Units Scale Factor Converg.
 TJ0830;SPC MT       -   529,731.826   748,698.070   MT  0.99999964   +1 29 12.1
 TJ0830;SPC MT       - 1,737,965.31  2,456,358.50   iFT  0.99999964   +1 29 12.1
 TJ0830;UTM  13      - 5,430,324.787   319,517.823   MT  1.00000018   -1 51 46.1
 TJ0830
 TJ0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0830!SPC MT       -   0.99987550  x   0.99999964  =   0.99987514
 TJ0830!UTM  13      -   0.99987550  x   1.00000018  =   0.99987568
 TJ0830
 TJ0830:                Primary Azimuth Mark                     Grid Az
 TJ0830:SPC MT       -  BOUNDARY MON 475 CD US                   268 37 42.5
 TJ0830:UTM  13      -  BOUNDARY MON 475 CD US                   271 58 40.7
 TJ0830
 TJ0830|---------------------------------------------------------------------|
 TJ0830| PID    Reference Object                     Distance      Geod. Az  |
 TJ0830|                                                           dddmmss.s |
 TJ0830| TJ0829 BOUNDARY MON 475 CD US              APPROX. 2.0 KM 2700654.6 |
 TJ0830|---------------------------------------------------------------------|
 TJ0830
 TJ0830                          SUPERSEDED SURVEY CONTROL
 TJ0830
 TJ0830  NAD 83(1986)-  48 59 57.89975(N)    107 28 03.42121(W) AD(       ) 3
 TJ0830
 TJ0830.Superseded values are not recommended for survey control.
 TJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0830.See file dsdata.txt to determine how the superseded data were derived.
 TJ0830
 TJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ1951830325(NAD 83)
 TJ0830_MARKER: Z = SEE DESCRIPTION
 TJ0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0830+STABILITY: SURFACE MOTION
 TJ0830
 TJ0830  HISTORY     - Date     Condition        Report By
 TJ0830  HISTORY     - 1909     MONUMENTED       IBC
 TJ0830  HISTORY     - 1975     GOOD             IBC
 TJ0830
 TJ0830                          STATION DESCRIPTION
 TJ0830
 TJ0830'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0830'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0830'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0830'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0830'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0830'
 TJ0830'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0830'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0830'---OCTOBER 20, 1818---.
 TJ0830'
 TJ0830'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0830'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0830'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0830'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0830'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0830'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0830'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0830'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0830'
 TJ0830'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0830'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0830'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0830'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0830'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0830'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0830'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0830'AND---CANADA---ON THE WEST SIDE.
 TJ0830'
 TJ0830'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0830'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0830'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0830'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0830'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0830
 TJ0830                          STATION RECOVERY (1975)
 TJ0830
 TJ0830'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0727 ***********************************************************************
 TJ0727  DESIGNATION -  BOUNDARY MON 477 CD US
 TJ0727  PID         -  TJ0727
 TJ0727  STATE/COUNTY-  MT/PHILLIPS
 TJ0727  USGS QUAD   -  THOENY HILLS WEST (1984)
 TJ0727
 TJ0727                         *CURRENT SURVEY CONTROL
 TJ0727  ___________________________________________________________________
 TJ0727* NAD 83(1992)-  48 59 57.78196(N)    107 26 29.56970(W)     ADJUSTED  
 TJ0727* NAVD 88     -       810.3    (meters)    2658.     (feet)  VERTCON   
 TJ0727  ___________________________________________________________________
 TJ0727  X           -  -1,256,781.217 (meters)                     COMP
 TJ0727  Y           -  -4,000,226.253 (meters)                     COMP
 TJ0727  Z           -   4,791,112.568 (meters)                     COMP
 TJ0727  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 TJ0727  ELLIP HEIGHT-         793.39  (meters)          (07/28/92) GPS OBS
 TJ0727  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TJ0727
 TJ0727  HORZ ORDER  -  FIRST
 TJ0727  ELLP ORDER  -  FIFTH     CLASS I
 TJ0727
 TJ0727.The horizontal coordinates were established by GPS observations
 TJ0727.and adjusted by the National Geodetic Survey in July 1992..
 TJ0727
 TJ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0727
 TJ0727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0727
 TJ0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0727
 TJ0727.The ellipsoidal height was determined by GPS observations
 TJ0727.and is referenced to NAD 83.
 TJ0727
 TJ0727.The geoid height was determined by GEOID03.
 TJ0727
 TJ0727;                    North         East     Units Scale Factor Converg.
 TJ0727;SPC MT       -   529,778.146   750,605.150   MT  0.99999962   +1 30 20.8
 TJ0727;SPC MT       - 1,738,117.28  2,462,615.32   iFT  0.99999962   +1 30 20.8
 TJ0727;UTM  13      - 5,430,259.614   321,424.345   MT  0.99999176   -1 50 35.3
 TJ0727
 TJ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0727!SPC MT       -   0.99987568  x   0.99999962  =   0.99987530
 TJ0727!UTM  13      -   0.99987568  x   0.99999176  =   0.99986744
 TJ0727
 TJ0727:                Primary Azimuth Mark                     Grid Az
 TJ0727:SPC MT       -  BOUNDARY MON 476 CD US                   268 36 32.2
 TJ0727:UTM  13      -  BOUNDARY MON 476 CD US                   271 57 28.3
 TJ0727
 TJ0727|---------------------------------------------------------------------|
 TJ0727| PID    Reference Object                     Distance      Geod. Az  |
 TJ0727|                                                           dddmmss.s |
 TJ0727| TJ0830 BOUNDARY MON 476 CD US              APPROX. 1.9 KM 2700653.0 |
 TJ0727|---------------------------------------------------------------------|
 TJ0727
 TJ0727                          SUPERSEDED SURVEY CONTROL
 TJ0727
 TJ0727  NAD 83(1986)-  48 59 57.78700(N)    107 26 29.57262(W) AD(       ) 1
 TJ0727  NGVD 29 (08/25/89)  809.6    (m)         2656.     (f) GPS OBS        
 TJ0727
 TJ0727.Superseded values are not recommended for survey control.
 TJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0727.See file dsdata.txt to determine how the superseded data were derived.
 TJ0727
 TJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ2142430260(NAD 83)
 TJ0727_MARKER: DU = BOUNDARY MARKER
 TJ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0727+STABILITY: POSITION/ELEVATION WELL
 TJ0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0727+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 TJ0727
 TJ0727  HISTORY     - Date     Condition        Report By
 TJ0727  HISTORY     - 1909     MONUMENTED       IBC
 TJ0727  HISTORY     - 1909     GOOD             IBC
 TJ0727  HISTORY     - 1975     GOOD             IBC
 TJ0727  HISTORY     - 19880817 GOOD             NGS
 TJ0727
 TJ0727                          STATION DESCRIPTION
 TJ0727
 TJ0727'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0727'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0727'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0727'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0727'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0727'
 TJ0727'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0727'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0727'---OCTOBER 20, 1818---.
 TJ0727'
 TJ0727'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0727'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0727'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0727'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0727'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0727'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0727'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0727'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0727'
 TJ0727'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0727'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0727'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0727'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0727'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0727'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0727'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0727'AND---CANADA---ON THE WEST SIDE.
 TJ0727'
 TJ0727'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0727'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0727'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0727'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0727'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0727
 TJ0727                          STATION RECOVERY (1909)
 TJ0727
 TJ0727'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TJ0727'RECOVERED IN GOOD CONDITION.
 TJ0727
 TJ0727                          STATION RECOVERY (1975)
 TJ0727
 TJ0727'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0727'RECOVERED IN GOOD CONDITION.
 TJ0727
 TJ0727                          STATION RECOVERY (1988)
 TJ0727
 TJ0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TJ0727'THE MONUMENT IS LOCATED ABOUT 61.96 KM (38.50 MI) NORTH-NORTHWEST OF
 TJ0727'SACO, 30.98 KM (19.25 MI) NORTHEAST OF WHITEWATER, 27.76 KM
 TJ0727'(17.25 MI) EAST OF THE MORGAN, MONTANA - MONCHY, SASKATCHEWAN BORDER
 TJ0727'CROSSING, AND ABOUT 19.3 KM (12.00 MI) WEST OF THE PHILLIPS - VALLEY
 TJ0727'COUNTY LINE.
 TJ0727'TO REACH THE MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY
 TJ0727'HIGHWAY 243 IN SACO, GO NORTH AND WEST ON COUNTY HIGHWAY 243 FOR
 TJ0727'10.78 KM (6.70 MI) TO THE END OF THE PAVEMENT.  CONTINUE WEST ON A
 TJ0727'GRAVEL ROAD FOR 3.70 KM (2.30 MI) TO A SIDE ROAD LEFT AT A CURVE IN
 TJ0727'THE ROAD.  CONTINUE ON THE MAIN TRAVELED ROAD WEST THEN NORTH FOR
 TJ0727'27.5 KM (17.10 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 1.6 KM
 TJ0727'(1.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR 17.86 KM
 TJ0727'(11.10 MI) TO A SECTION CORRECTION JOG IN THE ROAD AND AN OFFSET
 TJ0727'CROSSROAD.  CONTINUE NORTH FOR 6.44 KM (4.00 MI) TO A CROSSROAD AND
 TJ0727'RURAL DIRECTORY SIGN.  TURN RIGHT AND FOLLOW THE ROAD EAST TOWARDS
 TJ0727'FRENCHMAN CREEK FOR 4.83 KM (3.00 MI) TO A CROSSROAD.  TURN LEFT AND
 TJ0727'GO NORTH ON A TRACK ROAD FOR 3.2 KM (2.00 MI) TO A GATE IN AN
 TJ0727'EAST-WEST FENCE AT THE BOUNDARY.  PASS THROUGH THE GATE, TURN RIGHT,
 TJ0727'AND GO EAST, BETWEEN TWO FENCES, FOR 0.24 KM (0.15 MI) TO THE
 TJ0727'MONUMENT.
 TJ0727'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.50 M
 TJ0727'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TJ0727'PROJECTS ABOUT 0.025 M (0.1 FT) ABOVE THE SURFACE.  INSCRIBED ON THE
 TJ0727'OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST
 TJ0727'SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE
 TJ0727'SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --477-- IS
 TJ0727'DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TJ0727'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TJ0727'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0831 ***********************************************************************
 TJ0831  DESIGNATION -  BOUNDARY MON 478 CD US
 TJ0831  PID         -  TJ0831
 TJ0831  STATE/COUNTY-  MT/PHILLIPS
 TJ0831  USGS QUAD   -  THOENY HILLS WEST (1984)
 TJ0831
 TJ0831                         *CURRENT SURVEY CONTROL
 TJ0831  ___________________________________________________________________
 TJ0831* NAD 83(1992)-  48 59 57.67210(N)    107 24 55.89629(W)     ADJUSTED  
 TJ0831* NAVD 88     -       831.     (meters)    2726.     (feet)  SCALED    
 TJ0831  ___________________________________________________________________
 TJ0831  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 TJ0831  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TJ0831
 TJ0831  HORZ ORDER  -  THIRD
 TJ0831
 TJ0831.The horizontal coordinates were established by classical geodetic methods
 TJ0831.and adjusted by the National Geodetic Survey in July 1992..
 TJ0831
 TJ0831.The orthometric height was scaled from a topographic map.
 TJ0831
 TJ0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0831
 TJ0831.The geoid height was determined by GEOID03.
 TJ0831
 TJ0831;                    North         East     Units Scale Factor Converg.
 TJ0831;SPC MT       -   529,825.102   752,508.556   MT  0.99999960   +1 31 29.3
 TJ0831;SPC MT       - 1,738,271.33  2,468,860.09   iFT  0.99999960   +1 31 29.3
 TJ0831;UTM  13      - 5,430,195.311   323,327.221   MT  0.99998346   -1 49 24.5
 TJ0831
 TJ0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0831!SPC MT       -   0.99987252  x   0.99999960  =   0.99987212
 TJ0831!UTM  13      -   0.99987252  x   0.99998346  =   0.99985598
 TJ0831
 TJ0831:                Primary Azimuth Mark                     Grid Az
 TJ0831:SPC MT       -  BOUNDARY MON 477 CD US                   268 35 13.7
 TJ0831:UTM  13      -  BOUNDARY MON 477 CD US                   271 56 07.5
 TJ0831
 TJ0831|---------------------------------------------------------------------|
 TJ0831| PID    Reference Object                     Distance      Geod. Az  |
 TJ0831|                                                           dddmmss.s |
 TJ0831| TJ0727 BOUNDARY MON 477 CD US              APPROX. 1.9 KM 2700643.0 |
 TJ0831|---------------------------------------------------------------------|
 TJ0831
 TJ0831                          SUPERSEDED SURVEY CONTROL
 TJ0831
 TJ0831  NAD 83(1986)-  48 59 57.67730(N)    107 24 55.89933(W) AD(       ) 3
 TJ0831
 TJ0831.Superseded values are not recommended for survey control.
 TJ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0831.See file dsdata.txt to determine how the superseded data were derived.
 TJ0831
 TJ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ2332730195(NAD 83)
 TJ0831_MARKER: Z = SEE DESCRIPTION
 TJ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0831+STABILITY: SURFACE MOTION
 TJ0831
 TJ0831  HISTORY     - Date     Condition        Report By
 TJ0831  HISTORY     - 1909     MONUMENTED       IBC
 TJ0831  HISTORY     - 1975     GOOD             IBC
 TJ0831
 TJ0831                          STATION DESCRIPTION
 TJ0831
 TJ0831'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0831'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0831'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0831'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0831'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0831'
 TJ0831'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0831'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0831'---OCTOBER 20, 1818---.
 TJ0831'
 TJ0831'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0831'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0831'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0831'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0831'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0831'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0831'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0831'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0831'
 TJ0831'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0831'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0831'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0831'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0831'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0831'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0831'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0831'AND---CANADA---ON THE WEST SIDE.
 TJ0831'
 TJ0831'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0831'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0831'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0831'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0831'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0831
 TJ0831                          STATION RECOVERY (1975)
 TJ0831
 TJ0831'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0832 ***********************************************************************
 TJ0832  DESIGNATION -  BOUNDARY MON 479 CD US
 TJ0832  PID         -  TJ0832
 TJ0832  STATE/COUNTY-  MT/PHILLIPS
 TJ0832  USGS QUAD   -  THOENY HILLS WEST (1984)
 TJ0832
 TJ0832                         *CURRENT SURVEY CONTROL
 TJ0832  ___________________________________________________________________
 TJ0832* NAD 83(1992)-  48 59 59.00164(N)    107 23 19.64570(W)     ADJUSTED  
 TJ0832* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 TJ0832  ___________________________________________________________________
 TJ0832  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 TJ0832  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TJ0832
 TJ0832  HORZ ORDER  -  THIRD
 TJ0832
 TJ0832.The horizontal coordinates were established by classical geodetic methods
 TJ0832.and adjusted by the National Geodetic Survey in July 1992..
 TJ0832
 TJ0832.The orthometric height was scaled from a topographic map.
 TJ0832
 TJ0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0832
 TJ0832.The geoid height was determined by GEOID03.
 TJ0832
 TJ0832;                    North         East     Units Scale Factor Converg.
 TJ0832;SPC MT       -   529,918.551   754,463.113   MT  0.99999983   +1 32 39.7
 TJ0832;SPC MT       - 1,738,577.92  2,475,272.68   iFT  0.99999983   +1 32 39.7
 TJ0832;UTM  13      - 5,430,174.455   325,283.859   MT  0.99997501   -1 48 11.8
 TJ0832
 TJ0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0832!SPC MT       -   0.99986908  x   0.99999983  =   0.99986891
 TJ0832!UTM  13      -   0.99986908  x   0.99997501  =   0.99984409
 TJ0832
 TJ0832:                Primary Azimuth Mark                     Grid Az
 TJ0832:SPC MT       -  BOUNDARY MON 478 CD US                   267 15 46.9
 TJ0832:UTM  13      -  BOUNDARY MON 478 CD US                   270 36 38.4
 TJ0832
 TJ0832|---------------------------------------------------------------------|
 TJ0832| PID    Reference Object                     Distance      Geod. Az  |
 TJ0832|                                                           dddmmss.s |
 TJ0832| TJ0831 BOUNDARY MON 478 CD US              APPROX. 2.0 KM 2684826.6 |
 TJ0832|---------------------------------------------------------------------|
 TJ0832
 TJ0832                          SUPERSEDED SURVEY CONTROL
 TJ0832
 TJ0832  NAD 83(1986)-  48 59 59.00691(N)    107 23 19.64887(W) AD(       ) 3
 TJ0832
 TJ0832.Superseded values are not recommended for survey control.
 TJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0832.See file dsdata.txt to determine how the superseded data were derived.
 TJ0832
 TJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ2528430174(NAD 83)
 TJ0832_MARKER: Z = SEE DESCRIPTION
 TJ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0832+STABILITY: SURFACE MOTION
 TJ0832
 TJ0832  HISTORY     - Date     Condition        Report By
 TJ0832  HISTORY     - 1910     MONUMENTED       IBC
 TJ0832  HISTORY     - 1975     GOOD             IBC
 TJ0832
 TJ0832                          STATION DESCRIPTION
 TJ0832
 TJ0832'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0832'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0832'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0832'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0832'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0832'
 TJ0832'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0832'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0832'---OCTOBER 20, 1818---.
 TJ0832'
 TJ0832'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0832'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0832'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0832'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0832'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0832'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0832'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0832'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0832'
 TJ0832'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0832'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0832'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0832'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0832'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0832'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0832'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0832'AND---CANADA---ON THE WEST SIDE.
 TJ0832'
 TJ0832'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0832'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0832'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0832'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0832'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0832
 TJ0832                          STATION RECOVERY (1975)
 TJ0832
 TJ0832'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0833 ***********************************************************************
 TJ0833  DESIGNATION -  BOUNDARY MON 480 CD US
 TJ0833  PID         -  TJ0833
 TJ0833  STATE/COUNTY-  MT/PHILLIPS
 TJ0833  USGS QUAD   -  
 TJ0833
 TJ0833                         *CURRENT SURVEY CONTROL
 TJ0833  ___________________________________________________________________
 TJ0833* NAD 83(1992)-  49 00 00.36158(N)    107 21 41.39242(W)     ADJUSTED  
 TJ0833* NAVD 88     -       841.     (meters)    2759.     (feet)  SCALED    
 TJ0833  ___________________________________________________________________
 TJ0833  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 TJ0833  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TJ0833
 TJ0833  HORZ ORDER  -  THIRD
 TJ0833
 TJ0833.The horizontal coordinates were established by classical geodetic methods
 TJ0833.and adjusted by the National Geodetic Survey in July 1992..
 TJ0833
 TJ0833.The orthometric height was scaled from a topographic map.
 TJ0833
 TJ0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0833
 TJ0833.The geoid height was determined by GEOID03.
 TJ0833
 TJ0833;                    North         East     Units Scale Factor Converg.
 TJ0833;SPC MT       -   530,014.716   756,458.289   MT  1.00000006   +1 33 51.6
 TJ0833;SPC MT       - 1,738,893.43  2,481,818.53   iFT  1.00000006   +1 33 51.6
 TJ0833;UTM  13      - 5,430,153.961   327,281.188   MT  0.99996649   -1 46 57.7
 TJ0833
 TJ0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0833!SPC MT       -   0.99987096  x   1.00000006  =   0.99987102
 TJ0833!UTM  13      -   0.99987096  x   0.99996649  =   0.99983746
 TJ0833
 TJ0833:                Primary Azimuth Mark                     Grid Az
 TJ0833:SPC MT       -  FRENCH                                   034 53 14.8
 TJ0833:UTM  13      -  FRENCH                                   038 14 04.1
 TJ0833
 TJ0833|---------------------------------------------------------------------|
 TJ0833| PID    Reference Object                     Distance      Geod. Az  |
 TJ0833|                                                           dddmmss.s |
 TJ0833| TJ0806 FRENCH                              APPROX. 1.9 KM 0362706.4 |
 TJ0833|---------------------------------------------------------------------|
 TJ0833
 TJ0833                          SUPERSEDED SURVEY CONTROL
 TJ0833
 TJ0833  NAD 83(1986)-  49 00 00.36707(N)    107 21 41.39569(W) AD(       ) 3
 TJ0833
 TJ0833.Superseded values are not recommended for survey control.
 TJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0833.See file dsdata.txt to determine how the superseded data were derived.
 TJ0833
 TJ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ2728130154(NAD 83)
 TJ0833_MARKER: Z = SEE DESCRIPTION
 TJ0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0833+STABILITY: SURFACE MOTION
 TJ0833
 TJ0833  HISTORY     - Date     Condition        Report By
 TJ0833  HISTORY     - 1910     MONUMENTED       IBC
 TJ0833  HISTORY     - 1975     GOOD             IBC
 TJ0833
 TJ0833                          STATION DESCRIPTION
 TJ0833
 TJ0833'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0833'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0833'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0833'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0833'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0833'
 TJ0833'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0833'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0833'---OCTOBER 20, 1818---.
 TJ0833'
 TJ0833'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0833'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0833'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0833'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0833'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0833'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0833'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0833'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0833'
 TJ0833'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0833'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0833'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0833'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0833'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0833'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0833'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0833'AND---CANADA---ON THE WEST SIDE.
 TJ0833'
 TJ0833'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0833'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0833'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0833'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0833'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0833
 TJ0833                          STATION RECOVERY (1975)
 TJ0833
 TJ0833'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0834 ***********************************************************************
 TJ0834  DESIGNATION -  BOUNDARY MON 481 CD US
 TJ0834  PID         -  TJ0834
 TJ0834  STATE/COUNTY-  MT/PHILLIPS
 TJ0834  USGS QUAD   -  
 TJ0834
 TJ0834                         *CURRENT SURVEY CONTROL
 TJ0834  ___________________________________________________________________
 TJ0834* NAD 83(1992)-  49 00 00.29130(N)    107 19 20.08214(W)     ADJUSTED  
 TJ0834* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 TJ0834  ___________________________________________________________________
 TJ0834  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 TJ0834  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TJ0834
 TJ0834  HORZ ORDER  -  THIRD
 TJ0834
 TJ0834.The horizontal coordinates were established by classical geodetic methods
 TJ0834.and adjusted by the National Geodetic Survey in July 1992..
 TJ0834
 TJ0834.The orthometric height was scaled from a topographic map.
 TJ0834
 TJ0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0834
 TJ0834.The geoid height was determined by GEOID03.
 TJ0834
 TJ0834;                    North         East     Units Scale Factor Converg.
 TJ0834;SPC MT       -   530,091.674   759,329.456   MT  1.00000005   +1 35 34.9
 TJ0834;SPC MT       - 1,739,145.91  2,491,238.37   iFT  1.00000005   +1 35 34.9
 TJ0834;UTM  13      - 5,430,063.187   330,151.837   MT  0.99995441   -1 45 10.9
 TJ0834
 TJ0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0834!SPC MT       -   0.99988178  x   1.00000005  =   0.99988183
 TJ0834!UTM  13      -   0.99988178  x   0.99995441  =   0.99983619
 TJ0834
 TJ0834:                Primary Azimuth Mark                     Grid Az
 TJ0834:SPC MT       -  CHIN                                     205 11 07.9
 TJ0834:UTM  13      -  CHIN                                     208 31 53.7
 TJ0834
 TJ0834|---------------------------------------------------------------------|
 TJ0834| PID    Reference Object                     Distance      Geod. Az  |
 TJ0834|                                                           dddmmss.s |
 TJ0834| TJ0800 CHIN                                493.624 METERS 2064642.8 |
 TJ0834|---------------------------------------------------------------------|
 TJ0834
 TJ0834                          SUPERSEDED SURVEY CONTROL
 TJ0834
 TJ0834  NAD 83(1986)-  49 00 00.29729(N)    107 19 20.08545(W) AD(       ) 3
 TJ0834
 TJ0834.Superseded values are not recommended for survey control.
 TJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0834.See file dsdata.txt to determine how the superseded data were derived.
 TJ0834
 TJ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ3015230063(NAD 83)
 TJ0834_MARKER: Z = SEE DESCRIPTION
 TJ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0834+STABILITY: SURFACE MOTION
 TJ0834
 TJ0834  HISTORY     - Date     Condition        Report By
 TJ0834  HISTORY     - 1910     MONUMENTED       IBC
 TJ0834  HISTORY     - 1975     GOOD             IBC
 TJ0834
 TJ0834                          STATION DESCRIPTION
 TJ0834
 TJ0834'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0834'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0834'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0834'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0834'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0834'
 TJ0834'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0834'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0834'---OCTOBER 20, 1818---.
 TJ0834'
 TJ0834'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0834'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0834'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0834'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0834'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0834'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0834'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0834'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0834'
 TJ0834'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0834'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0834'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0834'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0834'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0834'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0834'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0834'AND---CANADA---ON THE WEST SIDE.
 TJ0834'
 TJ0834'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0834'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0834'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0834'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0834'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0834
 TJ0834                          STATION RECOVERY (1975)
 TJ0834
 TJ0834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0835 ***********************************************************************
 TJ0835  DESIGNATION -  BOUNDARY MON 482 CD US
 TJ0835  PID         -  TJ0835
 TJ0835  STATE/COUNTY-  MT/PHILLIPS
 TJ0835  USGS QUAD   -  
 TJ0835
 TJ0835                         *CURRENT SURVEY CONTROL
 TJ0835  ___________________________________________________________________
 TJ0835* NAD 83(1992)-  49 00 00.23471(N)    107 17 06.81403(W)     ADJUSTED  
 TJ0835* NAVD 88     -       757.     (meters)    2484.     (feet)  SCALED    
 TJ0835  ___________________________________________________________________
 TJ0835  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 TJ0835  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 TJ0835
 TJ0835  HORZ ORDER  -  THIRD
 TJ0835
 TJ0835.The horizontal coordinates were established by classical geodetic methods
 TJ0835.and adjusted by the National Geodetic Survey in July 1992..
 TJ0835
 TJ0835.The orthometric height was scaled from a topographic map.
 TJ0835
 TJ0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0835
 TJ0835.The geoid height was determined by GEOID03.
 TJ0835
 TJ0835;                    North         East     Units Scale Factor Converg.
 TJ0835;SPC MT       -   530,165.870   762,037.177   MT  1.00000004   +1 37 12.4
 TJ0835;SPC MT       - 1,739,389.34  2,500,121.97   iFT  1.00000004   +1 37 12.4
 TJ0835;UTM  13      - 5,429,979.240   332,859.134   MT  0.99994320   -1 43 30.3
 TJ0835
 TJ0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0835!SPC MT       -   0.99988413  x   1.00000004  =   0.99988417
 TJ0835!UTM  13      -   0.99988413  x   0.99994320  =   0.99982734
 TJ0835
 TJ0835:                Primary Azimuth Mark                     Grid Az
 TJ0835:SPC MT       -  CHIN                                     259 52 42.5
 TJ0835:UTM  13      -  CHIN                                     263 13 25.2
 TJ0835
 TJ0835|---------------------------------------------------------------------|
 TJ0835| PID    Reference Object                     Distance      Geod. Az  |
 TJ0835|                                                           dddmmss.s |
 TJ0835| TJ0800 CHIN                                APPROX. 3.0 KM 2612954.9 |
 TJ0835|---------------------------------------------------------------------|
 TJ0835
 TJ0835                          SUPERSEDED SURVEY CONTROL
 TJ0835
 TJ0835  NAD 83(1986)-  49 00 00.24032(N)    107 17 06.81966(W) AD(       ) 3
 TJ0835
 TJ0835.Superseded values are not recommended for survey control.
 TJ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0835.See file dsdata.txt to determine how the superseded data were derived.
 TJ0835
 TJ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ3285929979(NAD 83)
 TJ0835_MARKER: Z = SEE DESCRIPTION
 TJ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0835+STABILITY: SURFACE MOTION
 TJ0835
 TJ0835  HISTORY     - Date     Condition        Report By
 TJ0835  HISTORY     - 1910     MONUMENTED       IBC
 TJ0835  HISTORY     - 1975     GOOD             IBC
 TJ0835
 TJ0835                          STATION DESCRIPTION
 TJ0835
 TJ0835'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0835'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0835'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0835'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0835'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0835'
 TJ0835'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0835'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0835'---OCTOBER 20, 1818---.
 TJ0835'
 TJ0835'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0835'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0835'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0835'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0835'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0835'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0835'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0835'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0835'
 TJ0835'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0835'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0835'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0835'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0835'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0835'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0835'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0835'AND---CANADA---ON THE WEST SIDE.
 TJ0835'
 TJ0835'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0835'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0835'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0835'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0835'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0835
 TJ0835                          STATION RECOVERY (1975)
 TJ0835
 TJ0835'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0836 ***********************************************************************
 TJ0836  DESIGNATION -  BOUNDARY MON 483 CD US
 TJ0836  PID         -  TJ0836
 TJ0836  STATE/COUNTY-  MT/PHILLIPS
 TJ0836  USGS QUAD   -  
 TJ0836
 TJ0836                         *CURRENT SURVEY CONTROL
 TJ0836  ___________________________________________________________________
 TJ0836* NAD 83(1992)-  49 00 00.23165(N)    107 15 13.24215(W)     ADJUSTED  
 TJ0836* NAVD 88     -       797.     (meters)    2615.     (feet)  SCALED    
 TJ0836  ___________________________________________________________________
 TJ0836  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 TJ0836  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TJ0836
 TJ0836  HORZ ORDER  -  THIRD
 TJ0836
 TJ0836.The horizontal coordinates were established by classical geodetic methods
 TJ0836.and adjusted by the National Geodetic Survey in July 1992..
 TJ0836
 TJ0836.The orthometric height was scaled from a topographic map.
 TJ0836
 TJ0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0836
 TJ0836.The geoid height was determined by GEOID03.
 TJ0836
 TJ0836;                    North         East     Units Scale Factor Converg.
 TJ0836;SPC MT       -   530,231.504   764,344.646   MT  1.00000004   +1 38 35.5
 TJ0836;SPC MT       - 1,739,604.67  2,507,692.41   iFT  1.00000004   +1 38 35.5
 TJ0836;UTM  13      - 5,429,910.138   335,166.359   MT  0.99993379   -1 42 04.5
 TJ0836
 TJ0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0836!SPC MT       -   0.99987786  x   1.00000004  =   0.99987790
 TJ0836!UTM  13      -   0.99987786  x   0.99993379  =   0.99981166
 TJ0836
 TJ0836:                Primary Azimuth Mark                     Grid Az
 TJ0836:SPC MT       -  BOUNDARY MON 482 CD US                   268 22 15.8
 TJ0836:UTM  13      -  BOUNDARY MON 482 CD US                   271 42 55.8
 TJ0836
 TJ0836|---------------------------------------------------------------------|
 TJ0836| PID    Reference Object                     Distance      Geod. Az  |
 TJ0836|                                                           dddmmss.s |
 TJ0836| TJ0835 BOUNDARY MON 482 CD US              APPROX. 2.3 KM 2700051.3 |
 TJ0836|---------------------------------------------------------------------|
 TJ0836
 TJ0836                          SUPERSEDED SURVEY CONTROL
 TJ0836
 TJ0836  NAD 83(1986)-  49 00 00.23692(N)    107 15 13.25007(W) AD(       ) 3
 TJ0836
 TJ0836.Superseded values are not recommended for survey control.
 TJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0836.See file dsdata.txt to determine how the superseded data were derived.
 TJ0836
 TJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ3516629910(NAD 83)
 TJ0836_MARKER: Z = SEE DESCRIPTION
 TJ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0836+STABILITY: SURFACE MOTION
 TJ0836
 TJ0836  HISTORY     - Date     Condition        Report By
 TJ0836  HISTORY     - 1910     MONUMENTED       IBC
 TJ0836  HISTORY     - 1975     GOOD             IBC
 TJ0836
 TJ0836                          STATION DESCRIPTION
 TJ0836
 TJ0836'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0836'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0836'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0836'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0836'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0836'
 TJ0836'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0836'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0836'---OCTOBER 20, 1818---.
 TJ0836'
 TJ0836'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0836'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0836'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0836'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0836'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0836'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0836'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0836'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0836'
 TJ0836'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0836'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0836'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0836'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0836'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0836'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0836'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0836'AND---CANADA---ON THE WEST SIDE.
 TJ0836'
 TJ0836'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0836'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0836'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0836'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0836'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0836
 TJ0836                          STATION RECOVERY (1975)
 TJ0836
 TJ0836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0837 ***********************************************************************
 TJ0837  DESIGNATION -  BOUNDARY MON 484 CD US
 TJ0837  PID         -  TJ0837
 TJ0837  STATE/COUNTY-  MT/PHILLIPS
 TJ0837  USGS QUAD   -  
 TJ0837
 TJ0837                         *CURRENT SURVEY CONTROL
 TJ0837  ___________________________________________________________________
 TJ0837* NAD 83(1992)-  49 00 00.26038(N)    107 13 12.82005(W)     ADJUSTED  
 TJ0837* NAVD 88     -       917.     (meters)    3009.     (feet)  SCALED    
 TJ0837  ___________________________________________________________________
 TJ0837  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 TJ0837  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TJ0837
 TJ0837  HORZ ORDER  -  THIRD
 TJ0837
 TJ0837.The horizontal coordinates were established by classical geodetic methods
 TJ0837.and adjusted by the National Geodetic Survey in July 1992..
 TJ0837
 TJ0837.The orthometric height was scaled from a topographic map.
 TJ0837
 TJ0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0837
 TJ0837.The geoid height was determined by GEOID03.
 TJ0837
 TJ0837;                    North         East     Units Scale Factor Converg.
 TJ0837;SPC MT       -   530,303.100   766,791.234   MT  1.00000004   +1 40 03.6
 TJ0837;SPC MT       - 1,739,839.57  2,515,719.27   iFT  1.00000004   +1 40 03.6
 TJ0837;UTM  13      - 5,429,838.904   337,612.784   MT  0.99992395   -1 40 33.6
 TJ0837
 TJ0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0837!SPC MT       -   0.99985906  x   1.00000004  =   0.99985910
 TJ0837!UTM  13      -   0.99985906  x   0.99992395  =   0.99978302
 TJ0837
 TJ0837                          SUPERSEDED SURVEY CONTROL
 TJ0837
 TJ0837  NAD 83(1986)-  49 00 00.26452(N)    107 13 12.83030(W) AD(       ) 3
 TJ0837
 TJ0837.Superseded values are not recommended for survey control.
 TJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0837.See file dsdata.txt to determine how the superseded data were derived.
 TJ0837
 TJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ3761329839(NAD 83)
 TJ0837_MARKER: Z = SEE DESCRIPTION
 TJ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0837+STABILITY: SURFACE MOTION
 TJ0837
 TJ0837  HISTORY     - Date     Condition        Report By
 TJ0837  HISTORY     - 1910     MONUMENTED       IBC
 TJ0837  HISTORY     - 1975     GOOD             IBC
 TJ0837
 TJ0837                          STATION DESCRIPTION
 TJ0837
 TJ0837'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0837'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0837'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0837'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0837'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0837'
 TJ0837'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0837'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0837'---OCTOBER 20, 1818---.
 TJ0837'
 TJ0837'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0837'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0837'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0837'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0837'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0837'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0837'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0837'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0837'
 TJ0837'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0837'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0837'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0837'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0837'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0837'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0837'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0837'AND---CANADA---ON THE WEST SIDE.
 TJ0837'
 TJ0837'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0837'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0837'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0837'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0837'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0837
 TJ0837                          STATION RECOVERY (1975)
 TJ0837
 TJ0837'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0838 ***********************************************************************
 TJ0838  DESIGNATION -  BOUNDARY MON 485 CD US
 TJ0838  PID         -  TJ0838
 TJ0838  STATE/COUNTY-  MT/VALLEY
 TJ0838  USGS QUAD   -  
 TJ0838
 TJ0838                         *CURRENT SURVEY CONTROL
 TJ0838  ___________________________________________________________________
 TJ0838* NAD 83(1992)-  49 00 00.23827(N)    107 10 31.83269(W)     ADJUSTED  
 TJ0838* NAVD 88     -       911.     (meters)    2989.     (feet)  SCALED    
 TJ0838  ___________________________________________________________________
 TJ0838  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 TJ0838  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TJ0838
 TJ0838  HORZ ORDER  -  THIRD
 TJ0838
 TJ0838.The horizontal coordinates were established by classical geodetic methods
 TJ0838.and adjusted by the National Geodetic Survey in July 1992..
 TJ0838
 TJ0838.The orthometric height was scaled from a topographic map.
 TJ0838
 TJ0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0838
 TJ0838.The geoid height was determined by GEOID03.
 TJ0838
 TJ0838;                    North         East     Units Scale Factor Converg.
 TJ0838;SPC MT       -   530,398.578   770,061.985   MT  1.00000004   +1 42 01.3
 TJ0838;SPC MT       - 1,740,152.81  2,526,450.08   iFT  1.00000004   +1 42 01.3
 TJ0838;UTM  13      - 5,429,743.491   340,883.267   MT  0.99991103   -1 38 32.0
 TJ0838
 TJ0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0838!SPC MT       -   0.99986000  x   1.00000004  =   0.99986004
 TJ0838!UTM  13      -   0.99986000  x   0.99991103  =   0.99977104
 TJ0838
 TJ0838:                Primary Azimuth Mark                     Grid Az
 TJ0838:SPC MT       -  N 286 A                                  085 17 13.1
 TJ0838:UTM  13      -  N 286 A                                  088 37 46.4
 TJ0838
 TJ0838|---------------------------------------------------------------------|
 TJ0838| PID    Reference Object                     Distance      Geod. Az  |
 TJ0838|                                                           dddmmss.s |
 TJ0838| TJ0842 N 286 A                             APPROX. 2.1 KM 0865914.4 |
 TJ0838|---------------------------------------------------------------------|
 TJ0838
 TJ0838                          SUPERSEDED SURVEY CONTROL
 TJ0838
 TJ0838  NAD 83(1986)-  49 00 00.24267(N)    107 10 31.84712(W) AD(       ) 3
 TJ0838
 TJ0838.Superseded values are not recommended for survey control.
 TJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0838.See file dsdata.txt to determine how the superseded data were derived.
 TJ0838
 TJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ4088329743(NAD 83)
 TJ0838_MARKER: Z = SEE DESCRIPTION
 TJ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0838+STABILITY: SURFACE MOTION
 TJ0838
 TJ0838  HISTORY     - Date     Condition        Report By
 TJ0838  HISTORY     - 1910     MONUMENTED       IBC
 TJ0838  HISTORY     - 1975     GOOD             IBC
 TJ0838
 TJ0838                          STATION DESCRIPTION
 TJ0838
 TJ0838'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0838'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0838'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0838'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0838'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0838'
 TJ0838'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0838'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0838'---OCTOBER 20, 1818---.
 TJ0838'
 TJ0838'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0838'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0838'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0838'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0838'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0838'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0838'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0838'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0838'
 TJ0838'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0838'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0838'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0838'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0838'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0838'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0838'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0838'AND---CANADA---ON THE WEST SIDE.
 TJ0838'
 TJ0838'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0838'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0838'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0838'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0838'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0838
 TJ0838                          STATION RECOVERY (1975)
 TJ0838
 TJ0838'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0283 ***********************************************************************
 TJ0283  DESIGNATION -  BOUNDARY MON 486 CD US
 TJ0283  PID         -  TJ0283
 TJ0283  STATE/COUNTY-  MT/VALLEY
 TJ0283  USGS QUAD   -  CROW CREEK DAM (1984)
 TJ0283
 TJ0283                         *CURRENT SURVEY CONTROL
 TJ0283  ___________________________________________________________________
 TJ0283* NAD 83(1992)-  49 00 00.21255(N)    107 08 42.74464(W)     ADJUSTED  
 TJ0283* NAVD 88     -       907.197  (meters)    2976.36   (feet)  ADJUSTED  
 TJ0283  ___________________________________________________________________
 TJ0283  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 TJ0283  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 TJ0283  DYNAMIC HT  -         907.327 (meters)    2976.79  (feet)  COMP
 TJ0283  MODELED GRAV-     980,721.8   (mgal)                       NAVD 88
 TJ0283
 TJ0283  HORZ ORDER  -  THIRD
 TJ0283  VERT ORDER  -  FIRST     CLASS II
 TJ0283
 TJ0283.The horizontal coordinates were established by classical geodetic methods
 TJ0283.and adjusted by the National Geodetic Survey in July 1992..
 TJ0283
 TJ0283.The orthometric height was determined by differential leveling
 TJ0283.and adjusted by the National Geodetic Survey in June 1991..
 TJ0283
 TJ0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0283
 TJ0283.The geoid height was determined by GEOID03.
 TJ0283
 TJ0283.The dynamic height is computed by dividing the NAVD 88
 TJ0283.geopotential number by the normal gravity value computed on the
 TJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0283.degrees latitude (g = 980.6199 gals.).
 TJ0283
 TJ0283.The modeled gravity was interpolated from observed gravity values.
 TJ0283
 TJ0283;                    North         East     Units Scale Factor Converg.
 TJ0283;SPC MT       -   530,464.005   772,278.286   MT  1.00000004   +1 43 21.1
 TJ0283;SPC MT       - 1,740,367.47  2,533,721.41   iFT  1.00000004   +1 43 21.1
 TJ0283;UTM  13      - 5,429,679.603   343,099.405   MT  0.99990243   -1 37 09.6
 TJ0283
 TJ0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0283!SPC MT       -   0.99986055  x   1.00000004  =   0.99986059
 TJ0283!UTM  13      -   0.99986055  x   0.99990243  =   0.99976299
 TJ0283
 TJ0283:                Primary Azimuth Mark                     Grid Az
 TJ0283:SPC MT       -  ALKALI                                   080 54 54.0
 TJ0283:UTM  13      -  ALKALI                                   084 15 24.7
 TJ0283
 TJ0283|---------------------------------------------------------------------|
 TJ0283| PID    Reference Object                     Distance      Geod. Az  |
 TJ0283|                                                           dddmmss.s |
 TJ0283| TJ0732 ALKALI                              APPROX. 8.5 KM 0823815.1 |
 TJ0283| TJ0842 N 286 A                             144.417 METERS 32103     |
 TJ0283|---------------------------------------------------------------------|
 TJ0283
 TJ0283                          SUPERSEDED SURVEY CONTROL
 TJ0283
 TJ0283  NAD 83(1986)-  49 00 00.21722(N)    107 08 42.76078(W) AD(       ) 3
 TJ0283  NGVD 29 (??/??/92)  906.497  (m)         2974.07   (f) ADJ UNCH    1 2
 TJ0283
 TJ0283.Superseded values are not recommended for survey control.
 TJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0283.See file dsdata.txt to determine how the superseded data were derived.
 TJ0283
 TJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ4309929680(NAD 83)
 TJ0283_MARKER: Z = SEE DESCRIPTION
 TJ0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TJ0283_SP_SET: CONCRETE BASE
 TJ0283_STAMPING: 2980
 TJ0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0283
 TJ0283  HISTORY     - Date     Condition        Report By
 TJ0283  HISTORY     - 1910     MONUMENTED       IBC
 TJ0283  HISTORY     - 1948     GOOD             NGS
 TJ0283  HISTORY     - 1975     GOOD             IBC
 TJ0283
 TJ0283                          STATION DESCRIPTION
 TJ0283
 TJ0283'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0283'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0283'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0283'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0283'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0283'
 TJ0283'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0283'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0283'---OCTOBER 20, 1818---.
 TJ0283'
 TJ0283'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0283'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0283'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0283'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0283'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0283'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0283'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0283'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0283'
 TJ0283'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0283'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0283'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0283'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0283'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0283'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0283'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0283'AND---CANADA---ON THE WEST SIDE.
 TJ0283'
 TJ0283'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0283'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0283'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0283'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0283'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0283
 TJ0283                          STATION RECOVERY (1948)
 TJ0283
 TJ0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 TJ0283'21.4 MI NSW FROM THOENY.
 TJ0283'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT THOENY,
 TJ0283'0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.5 MILES WEST ALONG A
 TJ0283'GRADED DIRT ROAD, THENCE 5.1 MILES NORTH ALONG A GRADED DIRT ROAD,
 TJ0283'THENCE 1.1 MILES NORTH ALONG A TRAIL, THENCE 4.3 MILES NORTHWEST ALONG
 TJ0283'THE WEST FORK OF THE TRAIL, THENCE 0.45 MILE WEST ALONG THE WEST FORK
 TJ0283'OF THE TRAIL, THENCE 3.45 MILES WEST ALONG THE SOUTH FORK OF THE
 TJ0283'TRAIL, THENCE 2.1 MILES NORTH ACROSS COUNTRY, AT BOUNDARY MONUMENT
 TJ0283'486, 0.7 FOOT SOUTH OF THE CENTER OF THE MONUMENT AND SET IN THE TOP
 TJ0283'OF THE CONCRETE BASE OF THE MONUMENT, THE HIGHEST AND MOST NORTHERLY
 TJ0283'POINT OF A UNITED STATES AND CANADA BOUNDARY SURVEY DISK.
 TJ0283
 TJ0283                          STATION RECOVERY (1975)
 TJ0283
 TJ0283'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0728 ***********************************************************************
 TJ0728  DESIGNATION -  BOUNDARY MON 487 CD US
 TJ0728  PID         -  TJ0728
 TJ0728  STATE/COUNTY-  MT/VALLEY
 TJ0728  USGS QUAD   -  
 TJ0728
 TJ0728                         *CURRENT SURVEY CONTROL
 TJ0728  ___________________________________________________________________
 TJ0728* NAD 83(1992)-  49 00 00.17596(N)    107 06 50.43011(W)     ADJUSTED  
 TJ0728* NAVD 88     -       863.5    (meters)    2833.     (feet)  VERTCON   
 TJ0728  ___________________________________________________________________
 TJ0728  X           -  -1,233,886.813 (meters)                     COMP
 TJ0728  Y           -  -4,007,325.337 (meters)                     COMP
 TJ0728  Z           -   4,791,201.153 (meters)                     COMP
 TJ0728  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 TJ0728  ELLIP HEIGHT-         846.47  (meters)          (07/28/92) GPS OBS
 TJ0728  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 TJ0728
 TJ0728  HORZ ORDER  -  FIRST
 TJ0728  ELLP ORDER  -  FIFTH     CLASS I
 TJ0728
 TJ0728.The horizontal coordinates were established by GPS observations
 TJ0728.and adjusted by the National Geodetic Survey in July 1992..
 TJ0728
 TJ0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0728
 TJ0728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0728
 TJ0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0728
 TJ0728.The ellipsoidal height was determined by GPS observations
 TJ0728.and is referenced to NAD 83.
 TJ0728
 TJ0728.The geoid height was determined by GEOID03.
 TJ0728
 TJ0728;                    North         East     Units Scale Factor Converg.
 TJ0728;SPC MT       -   530,531.950   774,560.121   MT  1.00000003   +1 44 43.3
 TJ0728;SPC MT       - 1,740,590.39  2,541,207.75   iFT  1.00000003   +1 44 43.3
 TJ0728;UTM  13      - 5,429,614.437   345,381.089   MT  0.99989370   -1 35 44.8
 TJ0728
 TJ0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0728!SPC MT       -   0.99986736  x   1.00000003  =   0.99986739
 TJ0728!UTM  13      -   0.99986736  x   0.99989370  =   0.99976108
 TJ0728
 TJ0728:                Primary Azimuth Mark                     Grid Az
 TJ0728:SPC MT       -  ALKALI                                   078 14 03.5
 TJ0728:UTM  13      -  ALKALI                                   081 34 31.6
 TJ0728
 TJ0728|---------------------------------------------------------------------|
 TJ0728| PID    Reference Object                     Distance      Geod. Az  |
 TJ0728|                                                           dddmmss.s |
 TJ0728| TJ0732 ALKALI                              APPROX. 6.3 KM 0795846.8 |
 TJ0728|---------------------------------------------------------------------|
 TJ0728
 TJ0728                          SUPERSEDED SURVEY CONTROL
 TJ0728
 TJ0728  NAD 83(1986)-  49 00 00.18140(N)    107 06 50.43493(W) AD(       ) 1
 TJ0728  NGVD 29 (08/25/89)  862.9    (m)         2831.     (f) GPS OBS        
 TJ0728
 TJ0728.Superseded values are not recommended for survey control.
 TJ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0728.See file dsdata.txt to determine how the superseded data were derived.
 TJ0728
 TJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ4538129614(NAD 83)
 TJ0728_MARKER: DU = BOUNDARY MARKER
 TJ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0728+STABILITY: POSITION/ELEVATION WELL
 TJ0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0728+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 TJ0728
 TJ0728  HISTORY     - Date     Condition        Report By
 TJ0728  HISTORY     - 1910     MONUMENTED       IBC
 TJ0728  HISTORY     - 1910     GOOD             IBC
 TJ0728  HISTORY     - 1975     GOOD             IBC
 TJ0728  HISTORY     - 19880817 GOOD             NGS
 TJ0728
 TJ0728                          STATION DESCRIPTION
 TJ0728
 TJ0728'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0728'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0728'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0728'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0728'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0728'
 TJ0728'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0728'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0728'---OCTOBER 20, 1818---.
 TJ0728'
 TJ0728'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0728'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0728'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0728'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0728'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0728'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0728'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0728'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0728'
 TJ0728'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0728'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0728'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0728'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0728'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0728'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0728'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0728'AND---CANADA---ON THE WEST SIDE.
 TJ0728'
 TJ0728'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0728'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0728'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0728'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0728'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0728
 TJ0728                          STATION RECOVERY (1910)
 TJ0728
 TJ0728'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TJ0728'RECOVERED IN GOOD CONDITION.
 TJ0728
 TJ0728                          STATION RECOVERY (1975)
 TJ0728
 TJ0728'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0728'RECOVERED IN GOOD CONDITION.
 TJ0728
 TJ0728                          STATION RECOVERY (1988)
 TJ0728
 TJ0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TJ0728'THE MONUMENT IS LOCATED ABOUT 66.78 KM (41.50 MI) NORTH OF HINSDALE
 TJ0728'AND ABOUT 4.8 KM (3.00 MI) EAST OF THE PHILLIPS - VALLEY COUNTY LINE.
 TJ0728'TO REACH THE MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY
 TJ0728'HIGHWAY 537 AT HINSDALE, GO NORTH ON COUNTY HIGHWAY 537 FOR 15.6 KM
 TJ0728'(9.70 MI) TO THE END OF THE PAVEMENT.  CONTINUE NORTH, KEEPING ON THE
 TJ0728'MAIN TRAVELED ROAD FOR 28.16 KM (17.50 MI) TO WHERE THE MAIN ROAD
 TJ0728'TURNS RIGHT, AND A GRAVEL ROAD CONTINUES STRAIGHT AHEAD AND A SIGN
 TJ0728'READING -M ARNOLD 2-.  THIS IS JUST AFTER PASSING AN ABANDONED
 TJ0728'SCHOOLHOUSE ON THE RIGHT.  TURN RIGHT AND GO EAST AND THEN NORTH ON
 TJ0728'THE MAIN TRAVELED ROAD FOR 15.2 KM (9.45 MI) TO A SIDE ROAD LEFT AT
 TJ0728'THE END OF A SWEEPING CURVE TO THE RIGHT.  TURN LEFT AND GO NORTH ON
 TJ0728'A WELL MAINTAINED ROAD FOR 16.98 KM (10.55 MI) TO A GATE IN AN
 TJ0728'EAST-WEST FENCE AND A CORRAL ON THE LEFT.  PASS THROUGH THE GATE AND
 TJ0728'CONTINUE NORTHERLY ON THE MAIN ROAD AND GO NORTH ON THE TRACK ROAD
 TJ0728'FOR 0.08 KM (0.05 MI) TO A TRACK ROAD LEFT.  TURN LEFT AND GO WEST
 TJ0728'AND THEN NORTH ON THE TRACK ROAD FOR 0.48 KM (0.30 MI) TO A GATE IN A
 TJ0728'FENCE AT THE BOUNDARY.  TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF
 TJ0728'THE FENCE FOR 1.77 KM (1.10 MI) TO THE MONUMENT ON THE RIGHT, 18.28 M
 TJ0728'(60.0 FT) NORTH OF THE FENCE.
 TJ0728'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.52 M
 TJ0728'(5.0 FT) ABOVE THE TOP OF A 0.6 SQUARE CONCRETE BASE THAT IS FLUSH
 TJ0728'WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS
 TJ0728'IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF 1908-- ON THE
 TJ0728'WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND CANADA ON THE
 TJ0728'NORTH SIDE.  THE NUMBER --487-- IS DRILLED NEAR THE TOP OF THE EAST
 TJ0728'SIDE OF THE OBELISK.
 TJ0728'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TJ0728'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0839 ***********************************************************************
 TJ0839  DESIGNATION -  BOUNDARY MON 488 CD US
 TJ0839  PID         -  TJ0839
 TJ0839  STATE/COUNTY-  MT/VALLEY
 TJ0839  USGS QUAD   -  
 TJ0839
 TJ0839                         *CURRENT SURVEY CONTROL
 TJ0839  ___________________________________________________________________
 TJ0839* NAD 83(1992)-  49 00 00.12932(N)    107 03 58.55715(W)     ADJUSTED  
 TJ0839* NAVD 88     -       835.     (meters)    2739.     (feet)  SCALED    
 TJ0839  ___________________________________________________________________
 TJ0839  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 TJ0839  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TJ0839
 TJ0839  HORZ ORDER  -  THIRD
 TJ0839
 TJ0839.The horizontal coordinates were established by classical geodetic methods
 TJ0839.and adjusted by the National Geodetic Survey in July 1992..
 TJ0839
 TJ0839.The orthometric height was scaled from a topographic map.
 TJ0839
 TJ0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0839
 TJ0839.The geoid height was determined by GEOID03.
 TJ0839
 TJ0839;                    North         East     Units Scale Factor Converg.
 TJ0839;SPC MT       -   530,637.975   778,051.913   MT  1.00000002   +1 46 49.0
 TJ0839;SPC MT       - 1,740,938.24  2,552,663.76   iFT  1.00000002   +1 46 49.0
 TJ0839;UTM  13      - 5,429,516.823   348,872.731   MT  0.99988058   -1 33 35.0
 TJ0839
 TJ0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0839!SPC MT       -   0.99987191  x   1.00000002  =   0.99987193
 TJ0839!UTM  13      -   0.99987191  x   0.99988058  =   0.99975251
 TJ0839
 TJ0839                          SUPERSEDED SURVEY CONTROL
 TJ0839
 TJ0839  NAD 83(1986)-  49 00 00.13538(N)    107 03 58.57400(W) AD(       ) 3
 TJ0839
 TJ0839.Superseded values are not recommended for survey control.
 TJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0839.See file dsdata.txt to determine how the superseded data were derived.
 TJ0839
 TJ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ4887329517(NAD 83)
 TJ0839_MARKER: Z = SEE DESCRIPTION
 TJ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0839+STABILITY: SURFACE MOTION
 TJ0839
 TJ0839  HISTORY     - Date     Condition        Report By
 TJ0839  HISTORY     - 1910     MONUMENTED       IBC
 TJ0839  HISTORY     - 1975     GOOD             IBC
 TJ0839
 TJ0839                          STATION DESCRIPTION
 TJ0839
 TJ0839'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0839'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0839'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0839'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0839'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0839'
 TJ0839'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0839'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0839'---OCTOBER 20, 1818---.
 TJ0839'
 TJ0839'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0839'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0839'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0839'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0839'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0839'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0839'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0839'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0839'
 TJ0839'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0839'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0839'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0839'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0839'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0839'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0839'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0839'AND---CANADA---ON THE WEST SIDE.
 TJ0839'
 TJ0839'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0839'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0839'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0839'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0839'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0839
 TJ0839                          STATION RECOVERY (1975)
 TJ0839
 TJ0839'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0840 ***********************************************************************
 TJ0840  DESIGNATION -  BOUNDARY MON 489 CD US
 TJ0840  PID         -  TJ0840
 TJ0840  STATE/COUNTY-  MT/VALLEY
 TJ0840  USGS QUAD   -  
 TJ0840
 TJ0840                         *CURRENT SURVEY CONTROL
 TJ0840  ___________________________________________________________________
 TJ0840* NAD 83(1992)-  49 00 00.10021(N)    107 01 38.35482(W)     ADJUSTED  
 TJ0840* NAVD 88     -       859.     (meters)    2818.     (feet)  SCALED    
 TJ0840  ___________________________________________________________________
 TJ0840  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TJ0840  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TJ0840
 TJ0840  HORZ ORDER  -  THIRD
 TJ0840
 TJ0840.The horizontal coordinates were established by classical geodetic methods
 TJ0840.and adjusted by the National Geodetic Survey in July 1992..
 TJ0840
 TJ0840.The orthometric height was scaled from a topographic map.
 TJ0840
 TJ0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0840
 TJ0840.The geoid height was determined by GEOID03.
 TJ0840
 TJ0840;                    North         East     Units Scale Factor Converg.
 TJ0840;SPC MT       -   530,726.315   780,900.224   MT  1.00000002   +1 48 31.6
 TJ0840;SPC MT       - 1,741,228.07  2,562,008.61   iFT  1.00000002   +1 48 31.6
 TJ0840;UTM  13      - 5,429,439.099   351,720.996   MT  0.99987010   -1 31 49.1
 TJ0840
 TJ0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0840!SPC MT       -   0.99986816  x   1.00000002  =   0.99986818
 TJ0840!UTM  13      -   0.99986816  x   0.99987010  =   0.99973827
 TJ0840
 TJ0840:                Primary Azimuth Mark                     Grid Az
 TJ0840:SPC MT       -  ALKALI                                   349 18 33.9
 TJ0840:UTM  13      -  ALKALI                                   352 38 54.6
 TJ0840
 TJ0840|---------------------------------------------------------------------|
 TJ0840| PID    Reference Object                     Distance      Geod. Az  |
 TJ0840|                                                           dddmmss.s |
 TJ0840| TJ0732 ALKALI                              APPROX. 1.1 KM 3510705.5 |
 TJ0840|---------------------------------------------------------------------|
 TJ0840
 TJ0840                          SUPERSEDED SURVEY CONTROL
 TJ0840
 TJ0840  NAD 83(1986)-  49 00 00.06589(N)    107 01 38.38187(W) AD(       ) 3
 TJ0840
 TJ0840.Superseded values are not recommended for survey control.
 TJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0840.See file dsdata.txt to determine how the superseded data were derived.
 TJ0840
 TJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ5172129439(NAD 83)
 TJ0840_MARKER: Z = SEE DESCRIPTION
 TJ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0840+STABILITY: SURFACE MOTION
 TJ0840
 TJ0840  HISTORY     - Date     Condition        Report By
 TJ0840  HISTORY     - 1910     MONUMENTED       IBC
 TJ0840  HISTORY     - 1975     GOOD             IBC
 TJ0840
 TJ0840                          STATION DESCRIPTION
 TJ0840
 TJ0840'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0840'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0840'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0840'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0840'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0840'
 TJ0840'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0840'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0840'---OCTOBER 20, 1818---.
 TJ0840'
 TJ0840'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0840'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0840'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0840'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0840'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0840'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0840'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0840'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0840'
 TJ0840'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0840'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0840'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0840'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0840'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0840'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0840'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0840'AND---CANADA---ON THE WEST SIDE.
 TJ0840'
 TJ0840'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0840'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0840'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0840'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0840'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0840
 TJ0840                          STATION RECOVERY (1975)
 TJ0840
 TJ0840'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0752 ***********************************************************************
 TJ0752  DESIGNATION -  BOUNDARY MON 490 CD US
 TJ0752  PID         -  TJ0752
 TJ0752  STATE/COUNTY-  MT/VALLEY
 TJ0752  USGS QUAD   -  
 TJ0752
 TJ0752                         *CURRENT SURVEY CONTROL
 TJ0752  ___________________________________________________________________
 TJ0752* NAD 83(1992)-  49 00 00.07462(N)    106 59 08.64085(W)     ADJUSTED  
 TJ0752* NAVD 88     -       832.     (meters)    2730.     (feet)  SCALED    
 TJ0752  ___________________________________________________________________
 TJ0752  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 TJ0752  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 TJ0752
 TJ0752  HORZ ORDER  -  THIRD
 TJ0752
 TJ0752.The horizontal coordinates were established by classical geodetic methods
 TJ0752.and adjusted by the National Geodetic Survey in July 1992..
 TJ0752
 TJ0752.The orthometric height was scaled from a topographic map.
 TJ0752
 TJ0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0752
 TJ0752.The geoid height was determined by GEOID03.
 TJ0752
 TJ0752;                    North         East     Units Scale Factor Converg.
 TJ0752;SPC MT       -   530,822.381   783,941.717   MT  1.00000001   +1 50 21.1
 TJ0752;SPC MT       - 1,741,543.24  2,571,987.26   iFT  1.00000001   +1 50 21.1
 TJ0752;UTM  13      - 5,429,357.887   354,762.510   MT  0.99985914   -1 29 56.1
 TJ0752
 TJ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0752!SPC MT       -   0.99987239  x   1.00000001  =   0.99987240
 TJ0752!UTM  13      -   0.99987239  x   0.99985914  =   0.99973155
 TJ0752
 TJ0752:                Primary Azimuth Mark                     Grid Az
 TJ0752:SPC MT       -  RABBIT                                   181 04 15.8
 TJ0752:UTM  13      -  RABBIT                                   184 24 33.0
 TJ0752
 TJ0752|---------------------------------------------------------------------|
 TJ0752| PID    Reference Object                     Distance      Geod. Az  |
 TJ0752|                                                           dddmmss.s |
 TJ0752| TJ0788 RABBIT                              APPROX. 3.3 KM 1825436.9 |
 TJ0752|---------------------------------------------------------------------|
 TJ0752
 TJ0752                          SUPERSEDED SURVEY CONTROL
 TJ0752
 TJ0752  NAD 83(1986)-  49 00 00.07245(N)    106 59 08.66584(W) AD(       ) 3
 TJ0752
 TJ0752.Superseded values are not recommended for survey control.
 TJ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0752.See file dsdata.txt to determine how the superseded data were derived.
 TJ0752
 TJ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ5476329358(NAD 83)
 TJ0752_MARKER: Z = SEE DESCRIPTION
 TJ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0752_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0752+STABILITY: SURFACE MOTION
 TJ0752
 TJ0752  HISTORY     - Date     Condition        Report By
 TJ0752  HISTORY     - 1910     MONUMENTED       IBC
 TJ0752  HISTORY     - 1975     GOOD             IBC
 TJ0752
 TJ0752                          STATION DESCRIPTION
 TJ0752
 TJ0752'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0752'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0752'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0752'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0752'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0752'
 TJ0752'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0752'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0752'---OCTOBER 20, 1818---.
 TJ0752'
 TJ0752'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0752'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0752'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0752'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0752'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0752'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0752'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0752'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0752'
 TJ0752'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0752'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0752'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0752'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0752'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0752'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0752'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0752'AND---CANADA---ON THE WEST SIDE.
 TJ0752'
 TJ0752'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0752'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0752'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0752'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0752'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0752
 TJ0752                          STATION RECOVERY (1975)
 TJ0752
 TJ0752'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0753 ***********************************************************************
 TJ0753  DESIGNATION -  BOUNDARY MON 491 CD US
 TJ0753  PID         -  TJ0753
 TJ0753  STATE/COUNTY-  MT/VALLEY
 TJ0753  USGS QUAD   -  
 TJ0753
 TJ0753                         *CURRENT SURVEY CONTROL
 TJ0753  ___________________________________________________________________
 TJ0753* NAD 83(1992)-  49 00 00.04325(N)    106 57 10.31814(W)     ADJUSTED  
 TJ0753* NAVD 88     -       823.     (meters)    2700.     (feet)  SCALED    
 TJ0753  ___________________________________________________________________
 TJ0753  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 TJ0753  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TJ0753
 TJ0753  HORZ ORDER  -  THIRD
 TJ0753
 TJ0753.The horizontal coordinates were established by classical geodetic methods
 TJ0753.and adjusted by the National Geodetic Survey in July 1992..
 TJ0753
 TJ0753.The orthometric height was scaled from a topographic map.
 TJ0753
 TJ0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0753
 TJ0753.The geoid height was determined by GEOID03.
 TJ0753
 TJ0753;                    North         East     Units Scale Factor Converg.
 TJ0753;SPC MT       -   530,899.103   786,345.460   MT  1.00000001   +1 51 47.7
 TJ0753;SPC MT       - 1,741,794.96  2,579,873.56   iFT  1.00000001   +1 51 47.7
 TJ0753;UTM  13      - 5,429,294.539   357,166.293   MT  0.99985063   -1 28 26.7
 TJ0753
 TJ0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0753!SPC MT       -   0.99987380  x   1.00000001  =   0.99987381
 TJ0753!UTM  13      -   0.99987380  x   0.99985063  =   0.99972445
 TJ0753
 TJ0753:                Primary Azimuth Mark                     Grid Az
 TJ0753:SPC MT       -  RABBIT                                   216 11 43.8
 TJ0753:UTM  13      -  RABBIT                                   219 31 58.2
 TJ0753
 TJ0753|---------------------------------------------------------------------|
 TJ0753| PID    Reference Object                     Distance      Geod. Az  |
 TJ0753|                                                           dddmmss.s |
 TJ0753| TJ0788 RABBIT                              APPROX. 4.2 KM 2180331.5 |
 TJ0753|---------------------------------------------------------------------|
 TJ0753
 TJ0753                          SUPERSEDED SURVEY CONTROL
 TJ0753
 TJ0753  NAD 83(1986)-  49 00 00.04161(N)    106 57 10.33227(W) AD(       ) 3
 TJ0753
 TJ0753.Superseded values are not recommended for survey control.
 TJ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0753.See file dsdata.txt to determine how the superseded data were derived.
 TJ0753
 TJ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ5716629295(NAD 83)
 TJ0753_MARKER: Z = SEE DESCRIPTION
 TJ0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0753+STABILITY: SURFACE MOTION
 TJ0753
 TJ0753  HISTORY     - Date     Condition        Report By
 TJ0753  HISTORY     - 1910     MONUMENTED       IBC
 TJ0753  HISTORY     - 1975     GOOD             IBC
 TJ0753
 TJ0753                          STATION DESCRIPTION
 TJ0753
 TJ0753'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0753'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0753'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0753'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0753'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0753'
 TJ0753'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0753'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0753'---OCTOBER 20, 1818---.
 TJ0753'
 TJ0753'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0753'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0753'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0753'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0753'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0753'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0753'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0753'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0753'
 TJ0753'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0753'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0753'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0753'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0753'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0753'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0753'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0753'AND---CANADA---ON THE WEST SIDE.
 TJ0753'
 TJ0753'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0753'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0753'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0753'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0753'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0753
 TJ0753                          STATION RECOVERY (1975)
 TJ0753
 TJ0753'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0754 ***********************************************************************
 TJ0754  DESIGNATION -  BOUNDARY MON 492 CD US
 TJ0754  PID         -  TJ0754
 TJ0754  STATE/COUNTY-  MT/VALLEY
 TJ0754  USGS QUAD   -  
 TJ0754
 TJ0754                         *CURRENT SURVEY CONTROL
 TJ0754  ___________________________________________________________________
 TJ0754* NAD 83(1992)-  49 00 00.01323(N)    106 54 55.70682(W)     ADJUSTED  
 TJ0754* NAVD 88     -       804.     (meters)    2638.     (feet)  SCALED    
 TJ0754  ___________________________________________________________________
 TJ0754  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TJ0754  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TJ0754
 TJ0754  HORZ ORDER  -  THIRD
 TJ0754
 TJ0754.The horizontal coordinates were established by classical geodetic methods
 TJ0754.and adjusted by the National Geodetic Survey in July 1992..
 TJ0754
 TJ0754.The orthometric height was scaled from a topographic map.
 TJ0754
 TJ0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0754
 TJ0754.The geoid height was determined by GEOID03.
 TJ0754
 TJ0754;                    North         East     Units Scale Factor Converg.
 TJ0754;SPC MT       -   530,987.789   789,080.064   MT  1.00000000   +1 53 26.1
 TJ0754;SPC MT       - 1,742,085.92  2,588,845.35   iFT  1.00000000   +1 53 26.1
 TJ0754;UTM  13      - 5,429,223.913   359,901.002   MT  0.99984112   -1 26 45.1
 TJ0754
 TJ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0754!SPC MT       -   0.99987678  x   1.00000000  =   0.99987678
 TJ0754!UTM  13      -   0.99987678  x   0.99984112  =   0.99971792
 TJ0754
 TJ0754:                Primary Azimuth Mark                     Grid Az
 TJ0754:SPC MT       -  BOUNDARY MON 493 CD US                   088 07 58.0
 TJ0754:UTM  13      -  BOUNDARY MON 493 CD US                   091 28 09.2
 TJ0754
 TJ0754|---------------------------------------------------------------------|
 TJ0754| PID    Reference Object                     Distance      Geod. Az  |
 TJ0754|                                                           dddmmss.s |
 TJ0754| TJ0755 BOUNDARY MON 493 CD US              APPROX. 2.3 KM 0900124.1 |
 TJ0754|---------------------------------------------------------------------|
 TJ0754
 TJ0754                          SUPERSEDED SURVEY CONTROL
 TJ0754
 TJ0754  NAD 83(1986)-  49 00 00.01234(N)    106 54 55.71660(W) AD(       ) 3
 TJ0754
 TJ0754.Superseded values are not recommended for survey control.
 TJ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0754.See file dsdata.txt to determine how the superseded data were derived.
 TJ0754
 TJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ5990129224(NAD 83)
 TJ0754_MARKER: Z = SEE DESCRIPTION
 TJ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0754_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0754+STABILITY: SURFACE MOTION
 TJ0754
 TJ0754  HISTORY     - Date     Condition        Report By
 TJ0754  HISTORY     - 1910     MONUMENTED       IBC
 TJ0754  HISTORY     - 1975     GOOD             IBC
 TJ0754
 TJ0754                          STATION DESCRIPTION
 TJ0754
 TJ0754'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0754'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0754'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0754'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0754'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0754'
 TJ0754'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0754'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0754'---OCTOBER 20, 1818---.
 TJ0754'
 TJ0754'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0754'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0754'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0754'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0754'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0754'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0754'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0754'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0754'
 TJ0754'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0754'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0754'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0754'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0754'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0754'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0754'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0754'AND---CANADA---ON THE WEST SIDE.
 TJ0754'
 TJ0754'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0754'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0754'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0754'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0754'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0754
 TJ0754                          STATION RECOVERY (1975)
 TJ0754
 TJ0754'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0755 ***********************************************************************
 TJ0755  DESIGNATION -  BOUNDARY MON 493 CD US
 TJ0755  PID         -  TJ0755
 TJ0755  STATE/COUNTY-  MT/VALLEY
 TJ0755  USGS QUAD   -  THOENY (1984)
 TJ0755
 TJ0755                         *CURRENT SURVEY CONTROL
 TJ0755  ___________________________________________________________________
 TJ0755* NAD 83(1992)-  48 59 59.96815(N)    106 53 03.80866(W)     ADJUSTED  
 TJ0755* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 TJ0755  ___________________________________________________________________
 TJ0755  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TJ0755  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0755
 TJ0755  HORZ ORDER  -  THIRD
 TJ0755
 TJ0755.The horizontal coordinates were established by classical geodetic methods
 TJ0755.and adjusted by the National Geodetic Survey in July 1992..
 TJ0755
 TJ0755.The orthometric height was scaled from a topographic map.
 TJ0755
 TJ0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0755
 TJ0755.The geoid height was determined by GEOID03.
 TJ0755
 TJ0755;                    North         East     Units Scale Factor Converg.
 TJ0755;SPC MT       -   531,061.882   791,353.243   MT  0.99999999   +1 54 48.0
 TJ0755;SPC MT       - 1,742,329.01  2,596,303.29   iFT  0.99999999   +1 54 48.0
 TJ0755;UTM  13      - 5,429,165.607   362,174.270   MT  0.99983336   -1 25 20.6
 TJ0755
 TJ0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0755!SPC MT       -   0.99986895  x   0.99999999  =   0.99986894
 TJ0755!UTM  13      -   0.99986895  x   0.99983336  =   0.99970233
 TJ0755
 TJ0755:                Primary Azimuth Mark                     Grid Az
 TJ0755:SPC MT       -  BOUNDARY MON 492 CD US                   268 08 00.5
 TJ0755:UTM  13      -  BOUNDARY MON 492 CD US                   271 28 09.1
 TJ0755
 TJ0755|---------------------------------------------------------------------|
 TJ0755| PID    Reference Object                     Distance      Geod. Az  |
 TJ0755|                                                           dddmmss.s |
 TJ0755| TJ0754 BOUNDARY MON 492 CD US              APPROX. 2.3 KM 2700248.5 |
 TJ0755|---------------------------------------------------------------------|
 TJ0755
 TJ0755                          SUPERSEDED SURVEY CONTROL
 TJ0755
 TJ0755  NAD 83(1986)-  48 59 59.96807(N)    106 53 03.81422(W) AD(       ) 3
 TJ0755
 TJ0755.Superseded values are not recommended for survey control.
 TJ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0755.See file dsdata.txt to determine how the superseded data were derived.
 TJ0755
 TJ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ6217429166(NAD 83)
 TJ0755_MARKER: Z = SEE DESCRIPTION
 TJ0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0755+STABILITY: SURFACE MOTION
 TJ0755
 TJ0755  HISTORY     - Date     Condition        Report By
 TJ0755  HISTORY     - 1910     MONUMENTED       IBC
 TJ0755  HISTORY     - 1975     GOOD             IBC
 TJ0755
 TJ0755                          STATION DESCRIPTION
 TJ0755
 TJ0755'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0755'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0755'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0755'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0755'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0755'
 TJ0755'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0755'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0755'---OCTOBER 20, 1818---.
 TJ0755'
 TJ0755'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0755'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0755'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0755'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0755'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0755'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0755'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0755'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0755'
 TJ0755'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0755'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0755'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0755'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0755'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0755'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0755'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0755'AND---CANADA---ON THE WEST SIDE.
 TJ0755'
 TJ0755'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0755'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0755'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0755'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0755'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0755
 TJ0755                          STATION RECOVERY (1975)
 TJ0755
 TJ0755'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0756 ***********************************************************************
 TJ0756  DESIGNATION -  BOUNDARY MON 494 CD US
 TJ0756  PID         -  TJ0756
 TJ0756  STATE/COUNTY-  MT/VALLEY
 TJ0756  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0756
 TJ0756                         *CURRENT SURVEY CONTROL
 TJ0756  ___________________________________________________________________
 TJ0756* NAD 83(1992)-  48 59 59.92224(N)    106 51 21.36634(W)     ADJUSTED  
 TJ0756* NAVD 88     -       817.     (meters)    2680.     (feet)  SCALED    
 TJ0756  ___________________________________________________________________
 TJ0756  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 TJ0756  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TJ0756
 TJ0756  HORZ ORDER  -  THIRD
 TJ0756
 TJ0756.The horizontal coordinates were established by classical geodetic methods
 TJ0756.and adjusted by the National Geodetic Survey in July 1992..
 TJ0756
 TJ0756.The orthometric height was scaled from a topographic map.
 TJ0756
 TJ0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0756
 TJ0756.The geoid height was determined by GEOID03.
 TJ0756
 TJ0756;                    North         East     Units Scale Factor Converg.
 TJ0756;SPC MT       -   531,130.363   793,434.309   MT  0.99999999   +1 56 02.9
 TJ0756;SPC MT       - 1,742,553.68  2,603,130.94   iFT  0.99999999   +1 56 02.9
 TJ0756;UTM  13      - 5,429,112.903   364,255.441   MT  0.99982637   -1 24 03.3
 TJ0756
 TJ0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0756!SPC MT       -   0.99987475  x   0.99999999  =   0.99987474
 TJ0756!UTM  13      -   0.99987475  x   0.99982637  =   0.99970114
 TJ0756
 TJ0756:                Primary Azimuth Mark                     Grid Az
 TJ0756:SPC MT       -  SAGE                                     342 50 51.4
 TJ0756:UTM  13      -  SAGE                                     346 10 57.6
 TJ0756
 TJ0756|---------------------------------------------------------------------|
 TJ0756| PID    Reference Object                     Distance      Geod. Az  |
 TJ0756|                                                           dddmmss.s |
 TJ0756| TJ0795 SAGE                                APPROX. 3.6 KM 3444654.3 |
 TJ0756|---------------------------------------------------------------------|
 TJ0756
 TJ0756                          SUPERSEDED SURVEY CONTROL
 TJ0756
 TJ0756  NAD 83(1986)-  48 59 59.92311(N)    106 51 21.37030(W) AD(       ) 3
 TJ0756
 TJ0756.Superseded values are not recommended for survey control.
 TJ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0756.See file dsdata.txt to determine how the superseded data were derived.
 TJ0756
 TJ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ6425529113(NAD 83)
 TJ0756_MARKER: Z = SEE DESCRIPTION
 TJ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0756+STABILITY: SURFACE MOTION
 TJ0756
 TJ0756  HISTORY     - Date     Condition        Report By
 TJ0756  HISTORY     - 1910     MONUMENTED       IBC
 TJ0756  HISTORY     - 1975     GOOD             IBC
 TJ0756
 TJ0756                          STATION DESCRIPTION
 TJ0756
 TJ0756'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0756'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0756'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0756'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0756'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0756'
 TJ0756'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0756'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0756'---OCTOBER 20, 1818---.
 TJ0756'
 TJ0756'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0756'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0756'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0756'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0756'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0756'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0756'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0756'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0756'
 TJ0756'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0756'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0756'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0756'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0756'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0756'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0756'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0756'AND---CANADA---ON THE WEST SIDE.
 TJ0756'
 TJ0756'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0756'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0756'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0756'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0756'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0756
 TJ0756                          STATION RECOVERY (1975)
 TJ0756
 TJ0756'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0757 ***********************************************************************
 TJ0757  DESIGNATION -  BOUNDARY MON 495 CD US
 TJ0757  PID         -  TJ0757
 TJ0757  STATE/COUNTY-  MT/VALLEY
 TJ0757  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0757
 TJ0757                         *CURRENT SURVEY CONTROL
 TJ0757  ___________________________________________________________________
 TJ0757* NAD 83(1992)-  48 59 59.91008(N)    106 49 10.58265(W)     ADJUSTED  
 TJ0757* NAVD 88     -       805.     (meters)    2641.     (feet)  SCALED    
 TJ0757  ___________________________________________________________________
 TJ0757  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 TJ0757  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TJ0757
 TJ0757  HORZ ORDER  -  THIRD
 TJ0757
 TJ0757.The horizontal coordinates were established by classical geodetic methods
 TJ0757.and adjusted by the National Geodetic Survey in July 1992..
 TJ0757
 TJ0757.The orthometric height was scaled from a topographic map.
 TJ0757
 TJ0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0757
 TJ0757.The geoid height was determined by GEOID03.
 TJ0757
 TJ0757;                    North         East     Units Scale Factor Converg.
 TJ0757;SPC MT       -   531,220.321   796,091.031   MT  0.99999998   +1 57 38.6
 TJ0757;SPC MT       - 1,742,848.82  2,611,847.21   iFT  0.99999998   +1 57 38.6
 TJ0757;UTM  13      - 5,429,048.186   366,912.425   MT  0.99981759   -1 22 24.5
 TJ0757
 TJ0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0757!SPC MT       -   0.99987663  x   0.99999998  =   0.99987661
 TJ0757!UTM  13      -   0.99987663  x   0.99981759  =   0.99969424
 TJ0757
 TJ0757:                Primary Azimuth Mark                     Grid Az
 TJ0757:SPC MT       -  S 282 A                                  265 21 22.8
 TJ0757:UTM  13      -  S 282 A                                  268 41 25.9
 TJ0757
 TJ0757|---------------------------------------------------------------------|
 TJ0757| PID    Reference Object                     Distance      Geod. Az  |
 TJ0757|                                                           dddmmss.s |
 TJ0757| TJ0794 S 282 A                             APPROX. 4.8 KM 2671901.4 |
 TJ0757|---------------------------------------------------------------------|
 TJ0757
 TJ0757                          SUPERSEDED SURVEY CONTROL
 TJ0757
 TJ0757  NAD 83(1986)-  48 59 59.91147(N)    106 49 10.58591(W) AD(       ) 3
 TJ0757
 TJ0757.Superseded values are not recommended for survey control.
 TJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0757.See file dsdata.txt to determine how the superseded data were derived.
 TJ0757
 TJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ6691229048(NAD 83)
 TJ0757_MARKER: Z = SEE DESCRIPTION
 TJ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0757+STABILITY: SURFACE MOTION
 TJ0757
 TJ0757  HISTORY     - Date     Condition        Report By
 TJ0757  HISTORY     - 1910     MONUMENTED       IBC
 TJ0757  HISTORY     - 1975     GOOD             IBC
 TJ0757
 TJ0757                          STATION DESCRIPTION
 TJ0757
 TJ0757'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0757'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0757'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0757'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0757'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0757'
 TJ0757'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0757'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0757'---OCTOBER 20, 1818---.
 TJ0757'
 TJ0757'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0757'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0757'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0757'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0757'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0757'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0757'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0757'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0757'
 TJ0757'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0757'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0757'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0757'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0757'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0757'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0757'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0757'AND---CANADA---ON THE WEST SIDE.
 TJ0757'
 TJ0757'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0757'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0757'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0757'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0757'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0757
 TJ0757                          STATION RECOVERY (1975)
 TJ0757
 TJ0757'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0729 ***********************************************************************
 TJ0729  DESIGNATION -  BOUNDARY MON 496 CD US
 TJ0729  PID         -  TJ0729
 TJ0729  STATE/COUNTY-  MT/VALLEY
 TJ0729  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0729
 TJ0729                         *CURRENT SURVEY CONTROL
 TJ0729  ___________________________________________________________________
 TJ0729* NAD 83(1992)-  48 59 59.90384(N)    106 47 39.24645(W)     ADJUSTED  
 TJ0729* NAVD 88     -       788.1    (meters)    2586.     (feet)  VERTCON   
 TJ0729  ___________________________________________________________________
 TJ0729  X           -  -1,211,490.035 (meters)                     COMP
 TJ0729  Y           -  -4,014,108.211 (meters)                     COMP
 TJ0729  Z           -   4,791,138.928 (meters)                     COMP
 TJ0729  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 TJ0729  ELLIP HEIGHT-         771.33  (meters)          (07/28/92) GPS OBS
 TJ0729  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TJ0729
 TJ0729  HORZ ORDER  -  FIRST
 TJ0729  ELLP ORDER  -  FIFTH     CLASS I
 TJ0729
 TJ0729.The horizontal coordinates were established by GPS observations
 TJ0729.and adjusted by the National Geodetic Survey in July 1992..
 TJ0729
 TJ0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0729
 TJ0729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0729
 TJ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0729
 TJ0729.The ellipsoidal height was determined by GPS observations
 TJ0729.and is referenced to NAD 83.
 TJ0729
 TJ0729.The geoid height was determined by GEOID03.
 TJ0729
 TJ0729;                    North         East     Units Scale Factor Converg.
 TJ0729;SPC MT       -   531,283.946   797,946.395   MT  0.99999998   +1 58 45.4
 TJ0729;SPC MT       - 1,743,057.57  2,617,934.37   iFT  0.99999998   +1 58 45.4
 TJ0729;UTM  13      - 5,429,003.814   368,768.005   MT  0.99981157   -1 21 15.5
 TJ0729
 TJ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0729!SPC MT       -   0.99987914  x   0.99999998  =   0.99987912
 TJ0729!UTM  13      -   0.99987914  x   0.99981157  =   0.99969073
 TJ0729
 TJ0729:                Primary Azimuth Mark                     Grid Az
 TJ0729:SPC MT       -  BOUNDARY MON 495 CD US                   268 02 10.5
 TJ0729:UTM  13      -  BOUNDARY MON 495 CD US                   271 22 11.4
 TJ0729
 TJ0729|---------------------------------------------------------------------|
 TJ0729| PID    Reference Object                     Distance      Geod. Az  |
 TJ0729|                                                           dddmmss.s |
 TJ0729| TJ0757 BOUNDARY MON 495 CD US              APPROX. 1.9 KM 2700055.9 |
 TJ0729|---------------------------------------------------------------------|
 TJ0729
 TJ0729                          SUPERSEDED SURVEY CONTROL
 TJ0729
 TJ0729  NAD 83(1986)-  48 59 59.90561(N)    106 47 39.24853(W) AD(       ) 1
 TJ0729  NGVD 29 (08/25/89)  787.4    (m)         2583.     (f) GPS OBS        
 TJ0729
 TJ0729.Superseded values are not recommended for survey control.
 TJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0729.See file dsdata.txt to determine how the superseded data were derived.
 TJ0729
 TJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ6876829004(NAD 83)
 TJ0729_MARKER: DU = BOUNDARY MARKER
 TJ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0729_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0729+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 TJ0729
 TJ0729  HISTORY     - Date     Condition        Report By
 TJ0729  HISTORY     - 1910     MONUMENTED       IBC
 TJ0729  HISTORY     - 1910     GOOD             IBC
 TJ0729  HISTORY     - 1975     GOOD             IBC
 TJ0729  HISTORY     - 19880817 SEE DESCRIPTION  NGS
 TJ0729
 TJ0729                          STATION DESCRIPTION
 TJ0729
 TJ0729'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0729'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0729'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0729'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0729'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0729'
 TJ0729'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0729'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0729'---OCTOBER 20, 1818---.
 TJ0729'
 TJ0729'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0729'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0729'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0729'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0729'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0729'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0729'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0729'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0729'
 TJ0729'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0729'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0729'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0729'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0729'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0729'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0729'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0729'AND---CANADA---ON THE WEST SIDE.
 TJ0729'
 TJ0729'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0729'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0729'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0729'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0729'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0729
 TJ0729                          STATION RECOVERY (1910)
 TJ0729
 TJ0729'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TJ0729'RECOVERED IN GOOD CONDITION.
 TJ0729
 TJ0729                          STATION RECOVERY (1975)
 TJ0729
 TJ0729'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0729'RECOVERED IN GOOD CONDITION.
 TJ0729
 TJ0729                          STATION RECOVERY (1988)
 TJ0729
 TJ0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TJ0729'THE MONUMENT IS LOCATED ABOUT 33.79 KM (21.00 MI) NORTHWEST OF OPHEIM,
 TJ0729'32.2 KM (20.00 MI) WEST OF THE OPHEIM, MONTANA - WEST POPLAR,
 TJ0729'SASKATCHEWAN BORDER CROSSING AND ABOUT 27.76 KM (17.25 MI) EAST OF
 TJ0729'THE PHILLIPS - VALLEY COUNTY LINE.
 TJ0729'TO REACH THE MONUMENT FROM THE RAILROAD STATION IN OPHEIM, GO WEST ON
 TJ0729'A PAVED ROAD FOR 5.31 KM (3.30 MI) TO THE END OF THE PAVEMENT.
 TJ0729'CONTINUE WEST ON A GRAVEL ROAD FOR 5.95 KM (3.70 MI) TO A FORK.  KEEP
 TJ0729'THE RIGHT FORK AND CONTINUE NORTH FOR 4.18 KM (2.60 MI) TO THE JERRY
 TJ0729'FOSSUM RANCH HEADQUARTERS.  BEAR RIGHT AND FOLLOW A TRACK ROAD
 TJ0729'NORTHEASTERLY FOR 0.40 KM (0.25 MI) TO A TRACK ROAD AND GATE ON THE
 TJ0729'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO EAST ON THE TRACK
 TJ0729'ROAD ALONG THE SOUTH SIDE OF A FIELD FOR 0.16 KM (0.10 MI), THENCE
 TJ0729'NORTH ON THE TRACK ROAD BETWEEN TWO RYE FIELDS FOR 0.80 KM (0.50 MI),
 TJ0729'THENCE EAST FOR 0.80 KM (0.50 MI) TO HORSE CREEK, WHICH WAS DRY AT
 TJ0729'THIS TIME.  CROSS THE CREEK AND CONTINUE IN A NORTHEASTERLY DIRECTION
 TJ0729'FOR 0.40 KM (0.25 MI) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 TJ0729'NORTHEASTERLY ON THE TRACK ROAD FOR 0.88 KM (0.55 MI) TO A GATE IN AN
 TJ0729'EAST-WEST FENCE.  PASS THROUGH THE GATE AND CONTINUE NORTH ON THE
 TJ0729'TRACK ROAD FOR 0.72 KM (0.45 MI) TO A GATE IN AN EAST-WEST FENCELINE
 TJ0729'AT THE BOUNDARY.  PASS THROUGH THE GATE, TURN RIGHT, AND GO EAST ON A
 TJ0729'FIRE BREAK TRAIL ON THE CANADIAN SIDE OF THE BOUNDARY FOR 1.85 KM
 TJ0729'(1.15 MI) TO THE MONUMENT ON THE LEFT.
 TJ0729'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.49 M
 TJ0729'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TJ0729'PROJECTS ABOUT 0.05 M (0.2 FT) ABOVE THE SURFACE.  INSCRIBED ON THE
 TJ0729'OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST
 TJ0729'SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE
 TJ0729'SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --496-- IS
 TJ0729'DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TJ0729'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 3 CM TO THE EAST AND
 TJ0729'ABOUT 5 CM TO THE NORTH.
 TJ0729'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 4 CM EAST AND 3.5 CM SOUTH
 TJ0729'OF THE APEX OF THE OBELISK AND ON THE SOUTH FACE AT THE TOP OF THE
 TJ0729'OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY
 TJ0729'WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK WILL BE
 TJ0729'REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH
 TJ0729'MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TJ0729'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0758 ***********************************************************************
 TJ0758  DESIGNATION -  BOUNDARY MON 497 CD US
 TJ0758  PID         -  TJ0758
 TJ0758  STATE/COUNTY-  MT/VALLEY
 TJ0758  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0758
 TJ0758                         *CURRENT SURVEY CONTROL
 TJ0758  ___________________________________________________________________
 TJ0758* NAD 83(1992)-  48 59 59.75353(N)    106 45 30.85496(W)     ADJUSTED  
 TJ0758* NAVD 88     -       827.     (meters)    2713.     (feet)  SCALED    
 TJ0758  ___________________________________________________________________
 TJ0758  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 TJ0758  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TJ0758
 TJ0758  HORZ ORDER  -  THIRD
 TJ0758
 TJ0758.The horizontal coordinates were established by classical geodetic methods
 TJ0758.and adjusted by the National Geodetic Survey in July 1992..
 TJ0758
 TJ0758.The orthometric height was scaled from a topographic map.
 TJ0758
 TJ0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0758
 TJ0758.The geoid height was determined by GEOID03.
 TJ0758
 TJ0758;                    North         East     Units Scale Factor Converg.
 TJ0758;SPC MT       -   531,370.031   800,554.603   MT  0.99999996   +2 00 19.3
 TJ0758;SPC MT       - 1,743,340.00  2,626,491.48   iFT  0.99999996   +2 00 19.3
 TJ0758;UTM  13      - 5,428,938.119   371,376.302   MT  0.99980324   -1 19 38.6
 TJ0758
 TJ0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0758!SPC MT       -   0.99987318  x   0.99999996  =   0.99987314
 TJ0758!UTM  13      -   0.99987318  x   0.99980324  =   0.99967645
 TJ0758
 TJ0758                          SUPERSEDED SURVEY CONTROL
 TJ0758
 TJ0758  NAD 83(1986)-  48 59 59.75526(N)    106 45 30.85393(W) AD(       ) 3
 TJ0758
 TJ0758.Superseded values are not recommended for survey control.
 TJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0758.See file dsdata.txt to determine how the superseded data were derived.
 TJ0758
 TJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ7137628938(NAD 83)
 TJ0758_MARKER: Z = SEE DESCRIPTION
 TJ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0758+STABILITY: SURFACE MOTION
 TJ0758
 TJ0758  HISTORY     - Date     Condition        Report By
 TJ0758  HISTORY     - 1910     MONUMENTED       IBC
 TJ0758  HISTORY     - 1975     GOOD             IBC
 TJ0758
 TJ0758                          STATION DESCRIPTION
 TJ0758
 TJ0758'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0758'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0758'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0758'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0758'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0758'
 TJ0758'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0758'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0758'---OCTOBER 20, 1818---.
 TJ0758'
 TJ0758'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0758'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0758'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0758'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0758'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0758'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0758'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0758'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0758'
 TJ0758'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0758'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0758'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0758'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0758'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0758'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0758'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0758'AND---CANADA---ON THE WEST SIDE.
 TJ0758'
 TJ0758'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0758'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0758'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0758'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0758'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0758
 TJ0758                          STATION RECOVERY (1975)
 TJ0758
 TJ0758'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0759 ***********************************************************************
 TJ0759  DESIGNATION -  BOUNDARY MON 498 CD US
 TJ0759  PID         -  TJ0759
 TJ0759  STATE/COUNTY-  MT/VALLEY
 TJ0759  USGS QUAD   -  COAL MINE CREEK WEST (1984)
 TJ0759
 TJ0759                         *CURRENT SURVEY CONTROL
 TJ0759  ___________________________________________________________________
 TJ0759* NAD 83(1992)-  48 59 59.63457(N)    106 43 47.89893(W)     ADJUSTED  
 TJ0759* NAVD 88     -       810.     (meters)    2657.     (feet)  SCALED    
 TJ0759  ___________________________________________________________________
 TJ0759  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 TJ0759  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TJ0759
 TJ0759  HORZ ORDER  -  THIRD
 TJ0759
 TJ0759.The horizontal coordinates were established by classical geodetic methods
 TJ0759.and adjusted by the National Geodetic Survey in July 1992..
 TJ0759
 TJ0759.The orthometric height was scaled from a topographic map.
 TJ0759
 TJ0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0759
 TJ0759.The geoid height was determined by GEOID03.
 TJ0759
 TJ0759;                    North         East     Units Scale Factor Converg.
 TJ0759;SPC MT       -   531,439.968   802,646.073   MT  0.99999994   +2 01 34.6
 TJ0759;SPC MT       - 1,743,569.45  2,633,353.26   iFT  0.99999994   +2 01 34.6
 TJ0759;UTM  13      - 5,428,886.373   373,467.883   MT  0.99979668   -1 18 20.9
 TJ0759
 TJ0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0759!SPC MT       -   0.99987585  x   0.99999994  =   0.99987579
 TJ0759!UTM  13      -   0.99987585  x   0.99979668  =   0.99967255
 TJ0759
 TJ0759:                Primary Azimuth Mark                     Grid Az
 TJ0759:SPC MT       -  BOUNDARY MON 497 CD US                   268 05 06.5
 TJ0759:UTM  13      -  BOUNDARY MON 497 CD US                   271 25 02.0
 TJ0759
 TJ0759|---------------------------------------------------------------------|
 TJ0759| PID    Reference Object                     Distance      Geod. Az  |
 TJ0759|                                                           dddmmss.s |
 TJ0759| TJ0758 BOUNDARY MON 497 CD US              APPROX. 2.1 KM 2700641.1 |
 TJ0759|---------------------------------------------------------------------|
 TJ0759
 TJ0759                          SUPERSEDED SURVEY CONTROL
 TJ0759
 TJ0759  NAD 83(1986)-  48 59 59.63663(N)    106 43 47.89600(W) AD(       ) 3
 TJ0759
 TJ0759.Superseded values are not recommended for survey control.
 TJ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0759.See file dsdata.txt to determine how the superseded data were derived.
 TJ0759
 TJ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ7346828886(NAD 83)
 TJ0759_MARKER: Z = SEE DESCRIPTION
 TJ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0759+STABILITY: SURFACE MOTION
 TJ0759
 TJ0759  HISTORY     - Date     Condition        Report By
 TJ0759  HISTORY     - 1910     MONUMENTED       IBC
 TJ0759  HISTORY     - 1975     GOOD             IBC
 TJ0759
 TJ0759                          STATION DESCRIPTION
 TJ0759
 TJ0759'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0759'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0759'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0759'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0759'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0759'
 TJ0759'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0759'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0759'---OCTOBER 20, 1818---.
 TJ0759'
 TJ0759'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0759'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0759'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0759'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0759'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0759'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0759'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0759'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0759'
 TJ0759'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0759'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0759'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0759'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0759'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0759'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0759'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0759'AND---CANADA---ON THE WEST SIDE.
 TJ0759'
 TJ0759'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0759'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0759'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0759'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0759'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0759
 TJ0759                          STATION RECOVERY (1975)
 TJ0759
 TJ0759'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0760 ***********************************************************************
 TJ0760  DESIGNATION -  BOUNDARY MON 499 CD US
 TJ0760  PID         -  TJ0760
 TJ0760  STATE/COUNTY-  MT/VALLEY
 TJ0760  USGS QUAD   -  COAL MINE CREEK WEST (1984)
 TJ0760
 TJ0760                         *CURRENT SURVEY CONTROL
 TJ0760  ___________________________________________________________________
 TJ0760* NAD 83(1992)-  48 59 59.53002(N)    106 42 13.40652(W)     ADJUSTED  
 TJ0760* NAVD 88     -       825.     (meters)    2707.     (feet)  SCALED    
 TJ0760  ___________________________________________________________________
 TJ0760  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 TJ0760  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TJ0760
 TJ0760  HORZ ORDER  -  THIRD
 TJ0760
 TJ0760.The horizontal coordinates were established by classical geodetic methods
 TJ0760.and adjusted by the National Geodetic Survey in July 1992..
 TJ0760
 TJ0760.The orthometric height was scaled from a topographic map.
 TJ0760
 TJ0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0760
 TJ0760.The geoid height was determined by GEOID03.
 TJ0760
 TJ0760;                    North         East     Units Scale Factor Converg.
 TJ0760;SPC MT       -   531,504.971   804,565.585   MT  0.99999992   +2 02 43.8
 TJ0760;SPC MT       - 1,743,782.71  2,639,650.87   iFT  0.99999992   +2 02 43.8
 TJ0760;UTM  13      - 5,428,839.718   375,387.533   MT  0.99979076   -1 17 09.5
 TJ0760
 TJ0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0760!SPC MT       -   0.99987350  x   0.99999992  =   0.99987342
 TJ0760!UTM  13      -   0.99987350  x   0.99979076  =   0.99966428
 TJ0760
 TJ0760:                Primary Azimuth Mark                     Grid Az
 TJ0760:SPC MT       -  ROCKY                                    305 32 18.2
 TJ0760:UTM  13      -  ROCKY                                    308 52 11.5
 TJ0760
 TJ0760|---------------------------------------------------------------------|
 TJ0760| PID    Reference Object                     Distance      Geod. Az  |
 TJ0760|                                                           dddmmss.s |
 TJ0760| TJ0789 ROCKY                               APPROX. 6.0 KM 3073502.0 |
 TJ0760|---------------------------------------------------------------------|
 TJ0760
 TJ0760                          SUPERSEDED SURVEY CONTROL
 TJ0760
 TJ0760  NAD 83(1986)-  48 59 59.53241(N)    106 42 13.40333(W) AD(       ) 3
 TJ0760
 TJ0760.Superseded values are not recommended for survey control.
 TJ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0760.See file dsdata.txt to determine how the superseded data were derived.
 TJ0760
 TJ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ7538828840(NAD 83)
 TJ0760_MARKER: Z = SEE DESCRIPTION
 TJ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0760+STABILITY: SURFACE MOTION
 TJ0760
 TJ0760  HISTORY     - Date     Condition        Report By
 TJ0760  HISTORY     - 1910     MONUMENTED       IBC
 TJ0760  HISTORY     - 1975     GOOD             IBC
 TJ0760
 TJ0760                          STATION DESCRIPTION
 TJ0760
 TJ0760'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0760'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0760'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0760'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0760'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0760'
 TJ0760'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0760'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0760'---OCTOBER 20, 1818---.
 TJ0760'
 TJ0760'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0760'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0760'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0760'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0760'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0760'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0760'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0760'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0760'
 TJ0760'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0760'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0760'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0760'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0760'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0760'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0760'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0760'AND---CANADA---ON THE WEST SIDE.
 TJ0760'
 TJ0760'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0760'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0760'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0760'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0760'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0760
 TJ0760                          STATION RECOVERY (1975)
 TJ0760
 TJ0760'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0761 ***********************************************************************
 TJ0761  DESIGNATION -  BOUNDARY MON 500 CD US
 TJ0761  PID         -  TJ0761
 TJ0761  STATE/COUNTY-  MT/VALLEY
 TJ0761  USGS QUAD   -  COAL MINE CREEK WEST (1984)
 TJ0761
 TJ0761                         *CURRENT SURVEY CONTROL
 TJ0761  ___________________________________________________________________
 TJ0761* NAD 83(1992)-  48 59 59.50072(N)    106 40 19.11862(W)     ADJUSTED  
 TJ0761* NAVD 88     -       830.     (meters)    2723.     (feet)  SCALED    
 TJ0761  ___________________________________________________________________
 TJ0761  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 TJ0761  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TJ0761
 TJ0761  HORZ ORDER  -  THIRD
 TJ0761
 TJ0761.The horizontal coordinates were established by classical geodetic methods
 TJ0761.and adjusted by the National Geodetic Survey in July 1992..
 TJ0761
 TJ0761.The orthometric height was scaled from a topographic map.
 TJ0761
 TJ0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0761
 TJ0761.The geoid height was determined by GEOID03.
 TJ0761
 TJ0761;                    North         East     Units Scale Factor Converg.
 TJ0761;SPC MT       -   531,587.450   806,887.085   MT  0.99999991   +2 04 07.4
 TJ0761;SPC MT       - 1,744,053.31  2,647,267.34   iFT  0.99999991   +2 04 07.4
 TJ0761;UTM  13      - 5,428,787.177   377,709.409   MT  0.99978372   -1 15 43.2
 TJ0761
 TJ0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0761!SPC MT       -   0.99987271  x   0.99999991  =   0.99987262
 TJ0761!UTM  13      -   0.99987271  x   0.99978372  =   0.99965646
 TJ0761
 TJ0761:                Primary Azimuth Mark                     Grid Az
 TJ0761:SPC MT       -  BOUNDARY MON 499 CD US                   267 57 56.1
 TJ0761:UTM  13      -  BOUNDARY MON 499 CD US                   271 17 46.7
 TJ0761
 TJ0761|---------------------------------------------------------------------|
 TJ0761| PID    Reference Object                     Distance      Geod. Az  |
 TJ0761|                                                           dddmmss.s |
 TJ0761| TJ0760 BOUNDARY MON 499 CD US              APPROX. 2.3 KM 2700203.5 |
 TJ0761|---------------------------------------------------------------------|
 TJ0761
 TJ0761                          SUPERSEDED SURVEY CONTROL
 TJ0761
 TJ0761  NAD 83(1986)-  48 59 59.50289(N)    106 40 19.11435(W) AD(       ) 3
 TJ0761
 TJ0761.Superseded values are not recommended for survey control.
 TJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0761.See file dsdata.txt to determine how the superseded data were derived.
 TJ0761
 TJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ7770928787(NAD 83)
 TJ0761_MARKER: Z = SEE DESCRIPTION
 TJ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0761_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0761+STABILITY: SURFACE MOTION
 TJ0761
 TJ0761  HISTORY     - Date     Condition        Report By
 TJ0761  HISTORY     - 1910     MONUMENTED       IBC
 TJ0761  HISTORY     - 1975     GOOD             IBC
 TJ0761
 TJ0761                          STATION DESCRIPTION
 TJ0761
 TJ0761'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0761'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0761'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0761'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0761'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0761'
 TJ0761'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0761'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0761'---OCTOBER 20, 1818---.
 TJ0761'
 TJ0761'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0761'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0761'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0761'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0761'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0761'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0761'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0761'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0761'
 TJ0761'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0761'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0761'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0761'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0761'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0761'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0761'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0761'AND---CANADA---ON THE WEST SIDE.
 TJ0761'
 TJ0761'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0761'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0761'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0761'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0761'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0761
 TJ0761                          STATION RECOVERY (1975)
 TJ0761
 TJ0761'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0762 ***********************************************************************
 TJ0762  DESIGNATION -  BOUNDARY MON 501 CD US
 TJ0762  PID         -  TJ0762
 TJ0762  STATE/COUNTY-  MT/VALLEY
 TJ0762  USGS QUAD   -  COAL MINE CREEK WEST (1984)
 TJ0762
 TJ0762                         *CURRENT SURVEY CONTROL
 TJ0762  ___________________________________________________________________
 TJ0762* NAD 83(1992)-  48 59 59.48932(N)    106 38 47.12062(W)     ADJUSTED  
 TJ0762* NAVD 88     -       833.     (meters)    2733.     (feet)  SCALED    
 TJ0762  ___________________________________________________________________
 TJ0762  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 TJ0762  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TJ0762
 TJ0762  HORZ ORDER  -  THIRD
 TJ0762
 TJ0762.The horizontal coordinates were established by classical geodetic methods
 TJ0762.and adjusted by the National Geodetic Survey in July 1992..
 TJ0762
 TJ0762.The orthometric height was scaled from a topographic map.
 TJ0762
 TJ0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0762
 TJ0762.The geoid height was determined by GEOID03.
 TJ0762
 TJ0762;                    North         East     Units Scale Factor Converg.
 TJ0762;SPC MT       -   531,654.903   808,755.778   MT  0.99999991   +2 05 14.7
 TJ0762;SPC MT       - 1,744,274.62  2,653,398.22   iFT  0.99999991   +2 05 14.7
 TJ0762;UTM  13      - 5,428,745.965   379,578.455   MT  0.99977815   -1 14 33.8
 TJ0762
 TJ0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0762!SPC MT       -   0.99987224  x   0.99999991  =   0.99987215
 TJ0762!UTM  13      -   0.99987224  x   0.99977815  =   0.99965042
 TJ0762
 TJ0762:                Primary Azimuth Mark                     Grid Az
 TJ0762:SPC MT       -  BOUNDARY MON 500 CD US                   267 55 58.9
 TJ0762:UTM  13      -  BOUNDARY MON 500 CD US                   271 15 47.4
 TJ0762
 TJ0762|---------------------------------------------------------------------|
 TJ0762| PID    Reference Object                     Distance      Geod. Az  |
 TJ0762|                                                           dddmmss.s |
 TJ0762| TJ0761 BOUNDARY MON 500 CD US              APPROX. 1.9 KM 2700113.6 |
 TJ0762|---------------------------------------------------------------------|
 TJ0762
 TJ0762                          SUPERSEDED SURVEY CONTROL
 TJ0762
 TJ0762  NAD 83(1986)-  48 59 59.49118(N)    106 38 47.11655(W) AD(       ) 3
 TJ0762
 TJ0762.Superseded values are not recommended for survey control.
 TJ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0762.See file dsdata.txt to determine how the superseded data were derived.
 TJ0762
 TJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ7957828746(NAD 83)
 TJ0762_MARKER: Z = SEE DESCRIPTION
 TJ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0762+STABILITY: SURFACE MOTION
 TJ0762
 TJ0762  HISTORY     - Date     Condition        Report By
 TJ0762  HISTORY     - 1910     MONUMENTED       IBC
 TJ0762  HISTORY     - 1975     GOOD             IBC
 TJ0762
 TJ0762                          STATION DESCRIPTION
 TJ0762
 TJ0762'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0762'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0762'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0762'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0762'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0762'
 TJ0762'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0762'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0762'---OCTOBER 20, 1818---.
 TJ0762'
 TJ0762'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0762'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0762'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0762'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0762'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0762'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0762'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0762'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0762'
 TJ0762'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0762'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0762'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0762'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0762'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0762'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0762'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0762'AND---CANADA---ON THE WEST SIDE.
 TJ0762'
 TJ0762'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0762'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0762'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0762'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0762'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0762
 TJ0762                          STATION RECOVERY (1975)
 TJ0762
 TJ0762'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0763 ***********************************************************************
 TJ0763  DESIGNATION -  BOUNDARY MON 502 CD US
 TJ0763  PID         -  TJ0763
 TJ0763  STATE/COUNTY-  MT/VALLEY
 TJ0763  USGS QUAD   -  COAL MINE CREEK EAST (1984)
 TJ0763
 TJ0763                         *CURRENT SURVEY CONTROL
 TJ0763  ___________________________________________________________________
 TJ0763* NAD 83(1992)-  48 59 59.48469(N)    106 36 32.90573(W)     ADJUSTED  
 TJ0763* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 TJ0763  ___________________________________________________________________
 TJ0763  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 TJ0763  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TJ0763
 TJ0763  HORZ ORDER  -  THIRD
 TJ0763
 TJ0763.The horizontal coordinates were established by classical geodetic methods
 TJ0763.and adjusted by the National Geodetic Survey in July 1992..
 TJ0763
 TJ0763.The orthometric height was scaled from a topographic map.
 TJ0763
 TJ0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0763
 TJ0763.The geoid height was determined by GEOID03.
 TJ0763
 TJ0763;                    North         East     Units Scale Factor Converg.
 TJ0763;SPC MT       -   531,754.773   811,481.942   MT  0.99999991   +2 06 52.8
 TJ0763;SPC MT       - 1,744,602.27  2,662,342.33   iFT  0.99999991   +2 06 52.8
 TJ0763;UTM  13      - 5,428,687.341   382,305.201   MT  0.99977017   -1 12 52.5
 TJ0763
 TJ0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0763!SPC MT       -   0.99986504  x   0.99999991  =   0.99986495
 TJ0763!UTM  13      -   0.99986504  x   0.99977017  =   0.99963524
 TJ0763
 TJ0763:                Primary Azimuth Mark                     Grid Az
 TJ0763:SPC MT       -  BOUNDARY MON 501 CD US                   267 54 08.7
 TJ0763:UTM  13      -  BOUNDARY MON 501 CD US                   271 13 54.0
 TJ0763
 TJ0763|---------------------------------------------------------------------|
 TJ0763| PID    Reference Object                     Distance      Geod. Az  |
 TJ0763|                                                           dddmmss.s |
 TJ0763| TJ0762 BOUNDARY MON 501 CD US              APPROX. 2.7 KM 2700101.5 |
 TJ0763|---------------------------------------------------------------------|
 TJ0763
 TJ0763                          SUPERSEDED SURVEY CONTROL
 TJ0763
 TJ0763  NAD 83(1986)-  48 59 59.48621(N)    106 36 32.90153(W) AD(       ) 3
 TJ0763
 TJ0763.Superseded values are not recommended for survey control.
 TJ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0763.See file dsdata.txt to determine how the superseded data were derived.
 TJ0763
 TJ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ8230528687(NAD 83)
 TJ0763_MARKER: Z = SEE DESCRIPTION
 TJ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0763+STABILITY: SURFACE MOTION
 TJ0763
 TJ0763  HISTORY     - Date     Condition        Report By
 TJ0763  HISTORY     - 1910     MONUMENTED       IBC
 TJ0763  HISTORY     - 1975     GOOD             IBC
 TJ0763
 TJ0763                          STATION DESCRIPTION
 TJ0763
 TJ0763'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0763'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0763'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0763'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0763'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0763'
 TJ0763'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0763'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0763'---OCTOBER 20, 1818---.
 TJ0763'
 TJ0763'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0763'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0763'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0763'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0763'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0763'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0763'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0763'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0763'
 TJ0763'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0763'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0763'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0763'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0763'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0763'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0763'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0763'AND---CANADA---ON THE WEST SIDE.
 TJ0763'
 TJ0763'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0763'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0763'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0763'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0763'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0763
 TJ0763                          STATION RECOVERY (1975)
 TJ0763
 TJ0763'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0764 ***********************************************************************
 TJ0764  DESIGNATION -  BOUNDARY MON 503 CD US
 TJ0764  PID         -  TJ0764
 TJ0764  STATE/COUNTY-  MT/VALLEY
 TJ0764  USGS QUAD   -  COAL MINE CREEK EAST (1984)
 TJ0764
 TJ0764                         *CURRENT SURVEY CONTROL
 TJ0764  ___________________________________________________________________
 TJ0764* NAD 83(1992)-  48 59 59.19339(N)    106 34 26.51218(W)     ADJUSTED  
 TJ0764* NAVD 88     -       886.     (meters)    2907.     (feet)  SCALED    
 TJ0764  ___________________________________________________________________
 TJ0764  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 TJ0764  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TJ0764
 TJ0764  HORZ ORDER  -  THIRD
 TJ0764
 TJ0764.The horizontal coordinates were established by classical geodetic methods
 TJ0764.and adjusted by the National Geodetic Survey in July 1992..
 TJ0764
 TJ0764.The orthometric height was scaled from a topographic map.
 TJ0764
 TJ0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0764
 TJ0764.The geoid height was determined by GEOID03.
 TJ0764
 TJ0764;                    North         East     Units Scale Factor Converg.
 TJ0764;SPC MT       -   531,841.152   814,049.526   MT  0.99999986   +2 08 25.3
 TJ0764;SPC MT       - 1,744,885.67  2,670,766.16   iFT  0.99999986   +2 08 25.3
 TJ0764;UTM  13      - 5,428,624.498   384,872.870   MT  0.99976283   -1 11 17.0
 TJ0764
 TJ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0764!SPC MT       -   0.99986394  x   0.99999986  =   0.99986380
 TJ0764!UTM  13      -   0.99986394  x   0.99976283  =   0.99962680
 TJ0764
 TJ0764:                Primary Azimuth Mark                     Grid Az
 TJ0764:SPC MT       -  CONE                                     190 57 55.0
 TJ0764:UTM  13      -  CONE                                     194 17 37.3
 TJ0764
 TJ0764|---------------------------------------------------------------------|
 TJ0764| PID    Reference Object                     Distance      Geod. Az  |
 TJ0764|                                                           dddmmss.s |
 TJ0764| TJ0739 CONE                                APPROX. 3.8 KM 1930620.3 |
 TJ0764|---------------------------------------------------------------------|
 TJ0764
 TJ0764                          SUPERSEDED SURVEY CONTROL
 TJ0764
 TJ0764  NAD 83(1986)-  48 59 59.19463(N)    106 34 26.50908(W) AD(       ) 3
 TJ0764
 TJ0764.Superseded values are not recommended for survey control.
 TJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0764.See file dsdata.txt to determine how the superseded data were derived.
 TJ0764
 TJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ8487328624(NAD 83)
 TJ0764_MARKER: Z = SEE DESCRIPTION
 TJ0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0764_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0764+STABILITY: SURFACE MOTION
 TJ0764
 TJ0764  HISTORY     - Date     Condition        Report By
 TJ0764  HISTORY     - 1910     MONUMENTED       IBC
 TJ0764  HISTORY     - 1975     GOOD             IBC
 TJ0764
 TJ0764                          STATION DESCRIPTION
 TJ0764
 TJ0764'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0764'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0764'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0764'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0764'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0764'
 TJ0764'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0764'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0764'---OCTOBER 20, 1818---.
 TJ0764'
 TJ0764'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0764'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0764'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0764'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0764'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0764'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0764'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0764'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0764'
 TJ0764'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0764'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0764'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0764'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0764'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0764'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0764'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0764'AND---CANADA---ON THE WEST SIDE.
 TJ0764'
 TJ0764'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0764'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0764'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0764'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0764'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0764
 TJ0764                          STATION RECOVERY (1975)
 TJ0764
 TJ0764'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0765 ***********************************************************************
 TJ0765  DESIGNATION -  BOUNDARY MON 504 CD US
 TJ0765  PID         -  TJ0765
 TJ0765  STATE/COUNTY-  MT/VALLEY
 TJ0765  USGS QUAD   -  COAL MINE CREEK EAST (1984)
 TJ0765
 TJ0765                         *CURRENT SURVEY CONTROL
 TJ0765  ___________________________________________________________________
 TJ0765* NAD 83(1992)-  48 59 58.92601(N)    106 32 33.77162(W)     ADJUSTED  
 TJ0765* NAVD 88     -       940.     (meters)    3084.     (feet)  SCALED    
 TJ0765  ___________________________________________________________________
 TJ0765  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 TJ0765  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TJ0765
 TJ0765  HORZ ORDER  -  THIRD
 TJ0765
 TJ0765.The horizontal coordinates were established by classical geodetic methods
 TJ0765.and adjusted by the National Geodetic Survey in July 1992..
 TJ0765
 TJ0765.The orthometric height was scaled from a topographic map.
 TJ0765
 TJ0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0765
 TJ0765.The geoid height was determined by GEOID03.
 TJ0765
 TJ0765;                    North         East     Units Scale Factor Converg.
 TJ0765;SPC MT       -   531,918.939   816,339.740   MT  0.99999982   +2 09 47.8
 TJ0765;SPC MT       - 1,745,140.88  2,678,279.99   iFT  0.99999982   +2 09 47.8
 TJ0765;UTM  13      - 5,428,569.214   387,163.186   MT  0.99975641   -1 09 51.9
 TJ0765
 TJ0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0765!SPC MT       -   0.99985547  x   0.99999982  =   0.99985529
 TJ0765!UTM  13      -   0.99985547  x   0.99975641  =   0.99961192
 TJ0765
 TJ0765:                Primary Azimuth Mark                     Grid Az
 TJ0765:SPC MT       -  BURNT                                    347 51 29.7
 TJ0765:UTM  13      -  BURNT                                    351 11 09.4
 TJ0765
 TJ0765|---------------------------------------------------------------------|
 TJ0765| PID    Reference Object                     Distance      Geod. Az  |
 TJ0765|                                                           dddmmss.s |
 TJ0765| TJ0737 BURNT                               APPROX. 1.3 KM 3500117.5 |
 TJ0765|---------------------------------------------------------------------|
 TJ0765
 TJ0765                          SUPERSEDED SURVEY CONTROL
 TJ0765
 TJ0765  NAD 83(1986)-  48 59 58.92653(N)    106 32 33.76975(W) AD(       ) 3
 TJ0765
 TJ0765.Superseded values are not recommended for survey control.
 TJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0765.See file dsdata.txt to determine how the superseded data were derived.
 TJ0765
 TJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ8716328569(NAD 83)
 TJ0765_MARKER: Z = SEE DESCRIPTION
 TJ0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0765+STABILITY: SURFACE MOTION
 TJ0765
 TJ0765  HISTORY     - Date     Condition        Report By
 TJ0765  HISTORY     - 1910     MONUMENTED       IBC
 TJ0765  HISTORY     - 1975     GOOD             IBC
 TJ0765
 TJ0765                          STATION DESCRIPTION
 TJ0765
 TJ0765'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0765'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0765'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0765'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0765'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0765'
 TJ0765'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0765'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0765'---OCTOBER 20, 1818---.
 TJ0765'
 TJ0765'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0765'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0765'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0765'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0765'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0765'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0765'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0765'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0765'
 TJ0765'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0765'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0765'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0765'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0765'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0765'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0765'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0765'AND---CANADA---ON THE WEST SIDE.
 TJ0765'
 TJ0765'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0765'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0765'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0765'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0765'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0765
 TJ0765                          STATION RECOVERY (1975)
 TJ0765
 TJ0765'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0766 ***********************************************************************
 TJ0766  DESIGNATION -  BOUNDARY MON 505 CD US
 TJ0766  PID         -  TJ0766
 TJ0766  STATE/COUNTY-  MT/VALLEY
 TJ0766  USGS QUAD   -  COAL MINE CREEK EAST (1984)
 TJ0766
 TJ0766                         *CURRENT SURVEY CONTROL
 TJ0766  ___________________________________________________________________
 TJ0766* NAD 83(1992)-  48 59 58.70493(N)    106 31 05.38030(W)     ADJUSTED  
 TJ0766* NAVD 88     -       948.     (meters)    3110.     (feet)  SCALED    
 TJ0766  ___________________________________________________________________
 TJ0766  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 TJ0766  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0766
 TJ0766  HORZ ORDER  -  THIRD
 TJ0766
 TJ0766.The horizontal coordinates were established by classical geodetic methods
 TJ0766.and adjusted by the National Geodetic Survey in July 1992..
 TJ0766
 TJ0766.The orthometric height was scaled from a topographic map.
 TJ0766
 TJ0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0766
 TJ0766.The geoid height was determined by GEOID03.
 TJ0766
 TJ0766;                    North         East     Units Scale Factor Converg.
 TJ0766;SPC MT       -   531,980.212   818,135.317   MT  0.99999978   +2 10 52.4
 TJ0766;SPC MT       - 1,745,341.90  2,684,170.99   iFT  0.99999978   +2 10 52.4
 TJ0766;UTM  13      - 5,428,526.177   388,958.851   MT  0.99975147   -1 08 45.2
 TJ0766
 TJ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0766!SPC MT       -   0.99985422  x   0.99999978  =   0.99985400
 TJ0766!UTM  13      -   0.99985422  x   0.99975147  =   0.99960573
 TJ0766
 TJ0766                          SUPERSEDED SURVEY CONTROL
 TJ0766
 TJ0766  NAD 83(1986)-  48 59 58.70524(N)    106 31 05.37916(W) AD(       ) 3
 TJ0766
 TJ0766.Superseded values are not recommended for survey control.
 TJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0766.See file dsdata.txt to determine how the superseded data were derived.
 TJ0766
 TJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ8895928526(NAD 83)
 TJ0766_MARKER: Z = SEE DESCRIPTION
 TJ0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0766+STABILITY: SURFACE MOTION
 TJ0766
 TJ0766  HISTORY     - Date     Condition        Report By
 TJ0766  HISTORY     - 1910     MONUMENTED       IBC
 TJ0766  HISTORY     - 1975     GOOD             IBC
 TJ0766
 TJ0766                          STATION DESCRIPTION
 TJ0766
 TJ0766'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0766'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0766'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0766'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0766'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0766'
 TJ0766'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0766'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0766'---OCTOBER 20, 1818---.
 TJ0766'
 TJ0766'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0766'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0766'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0766'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0766'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0766'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0766'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0766'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0766'
 TJ0766'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0766'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0766'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0766'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0766'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0766'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0766'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0766'AND---CANADA---ON THE WEST SIDE.
 TJ0766'
 TJ0766'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0766'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0766'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0766'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0766'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0766
 TJ0766                          STATION RECOVERY (1975)
 TJ0766
 TJ0766'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0730 ***********************************************************************
 TJ0730  DESIGNATION -  BOUNDARY MON 506 CD US
 TJ0730  PID         -  TJ0730
 TJ0730  STATE/COUNTY-  MT/VALLEY
 TJ0730  USGS QUAD   -  ROANWOOD (1973)
 TJ0730
 TJ0730                         *CURRENT SURVEY CONTROL
 TJ0730  ___________________________________________________________________
 TJ0730* NAD 83(1992)-  48 59 58.62127(N)    106 29 01.98868(W)     ADJUSTED  
 TJ0730* NAVD 88     -       923.3    (meters)    3029.     (feet)  VERTCON   
 TJ0730  ___________________________________________________________________
 TJ0730  X           -  -1,189,763.060 (meters)                     COMP
 TJ0730  Y           -  -4,020,724.964 (meters)                     COMP
 TJ0730  Z           -   4,791,214.681 (meters)                     COMP
 TJ0730  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 TJ0730  ELLIP HEIGHT-         906.15  (meters)          (07/28/92) GPS OBS
 TJ0730  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TJ0730
 TJ0730  HORZ ORDER  -  FIRST
 TJ0730  ELLP ORDER  -  FIFTH     CLASS I
 TJ0730
 TJ0730.The horizontal coordinates were established by GPS observations
 TJ0730.and adjusted by the National Geodetic Survey in July 1992..
 TJ0730
 TJ0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0730
 TJ0730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0730
 TJ0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0730
 TJ0730.The ellipsoidal height was determined by GPS observations
 TJ0730.and is referenced to NAD 83.
 TJ0730
 TJ0730.The geoid height was determined by GEOID03.
 TJ0730
 TJ0730;                    North         East     Units Scale Factor Converg.
 TJ0730;SPC MT       -   532,073.634   820,641.592   MT  0.99999976   +2 12 22.7
 TJ0730;SPC MT       - 1,745,648.41  2,692,393.67   iFT  0.99999976   +2 12 22.7
 TJ0730;UTM  13      - 5,428,474.017   391,465.693   MT  0.99974471   -1 07 12.0
 TJ0730
 TJ0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0730!SPC MT       -   0.99985801  x   0.99999976  =   0.99985777
 TJ0730!UTM  13      -   0.99985801  x   0.99974471  =   0.99960276
 TJ0730
 TJ0730:                Primary Azimuth Mark                     Grid Az
 TJ0730:SPC MT       -  FOX                                      113 23 42.2
 TJ0730:UTM  13      -  FOX                                      116 43 16.9
 TJ0730
 TJ0730|---------------------------------------------------------------------|
 TJ0730| PID    Reference Object                     Distance      Geod. Az  |
 TJ0730|                                                           dddmmss.s |
 TJ0730| TJ0745 FOX                                 APPROX. 3.3 KM 1153604.9 |
 TJ0730|---------------------------------------------------------------------|
 TJ0730
 TJ0730                          SUPERSEDED SURVEY CONTROL
 TJ0730
 TJ0730  NAD 83(1986)-  48 59 58.62138(N)    106 29 01.98993(W) AD(       ) 1
 TJ0730  NGVD 29 (08/25/89)  922.6    (m)         3027.     (f) GPS OBS        
 TJ0730
 TJ0730.Superseded values are not recommended for survey control.
 TJ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0730.See file dsdata.txt to determine how the superseded data were derived.
 TJ0730
 TJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ9146628474(NAD 83)
 TJ0730_MARKER: DU = BOUNDARY MARKER
 TJ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0730_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0730+STABILITY: POSITION/ELEVATION WELL
 TJ0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0730+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 TJ0730
 TJ0730  HISTORY     - Date     Condition        Report By
 TJ0730  HISTORY     - 1910     MONUMENTED       IBC
 TJ0730  HISTORY     - 1910     GOOD             IBC
 TJ0730  HISTORY     - 1975     GOOD             IBC
 TJ0730  HISTORY     - 19880817 GOOD             NGS
 TJ0730
 TJ0730                          STATION DESCRIPTION
 TJ0730
 TJ0730'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0730'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0730'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0730'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0730'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0730'
 TJ0730'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0730'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0730'---OCTOBER 20, 1818---.
 TJ0730'
 TJ0730'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0730'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0730'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0730'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0730'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0730'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0730'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0730'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0730'
 TJ0730'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0730'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0730'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0730'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0730'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0730'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0730'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0730'AND---CANADA---ON THE WEST SIDE.
 TJ0730'
 TJ0730'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0730'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0730'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0730'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0730'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0730
 TJ0730                          STATION RECOVERY (1910)
 TJ0730
 TJ0730'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TJ0730'RECOVERED IN GOOD CONDITION.
 TJ0730
 TJ0730                          STATION RECOVERY (1975)
 TJ0730
 TJ0730'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0730'RECOVERED IN GOOD CONDITION.
 TJ0730
 TJ0730                          STATION RECOVERY (1988)
 TJ0730
 TJ0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TJ0730'THE MONUMENT IS LOCATED ABOUT 21.32 KM (13.25 MI) NORTHWEST OF OPHEIM
 TJ0730'AND ABOUT 9.65 WEST OF THE OPHEIM, MONTANA - WEST POPLAR,
 TJ0730'SASKATCHEWAN BORDER CROSSING.
 TJ0730'TO REACH THE MONUMENT FROM THE RAILROAD STATION IN OPHEIM, GO WEST ON
 TJ0730'A PAVED ROAD FOR 3.7 KM (2.30 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 TJ0730'AND GO NORTH ON ROANWOOD ROAD FOR 17.7 KM (11.00 MI) TO WHERE THE
 TJ0730'MAIN ROAD TURNS RIGHT, A TRACK ROAD ON THE LEFT AND A TRACK ROAD
 TJ0730'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, NORTH, ON THE TRACK ROAD
 TJ0730'FOR 1.60 KM (1.00 MI) TO A FENCE AT THE BOUNDARY.  TURN RIGHT AND GO
 TJ0730'EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 1.13 KM (0.70 MI) TO THE
 TJ0730'MONUMENT ON THE LEFT.
 TJ0730'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.49 M
 TJ0730'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) CONCRETE BASE THAT IS FLUSH
 TJ0730'WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS
 TJ0730'IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF 1908-- ON THE
 TJ0730'WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE
 TJ0730'NORTH SIDE.  THE NUMBER --506-- IS DRILLED NEAR THE TOP OF THE EAST
 TJ0730'SIDE OF THE OBELISK.
 TJ0730'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TJ0730'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0767 ***********************************************************************
 TJ0767  DESIGNATION -  BOUNDARY MON 507 CD US
 TJ0767  PID         -  TJ0767
 TJ0767  STATE/COUNTY-  MT/VALLEY
 TJ0767  USGS QUAD   -  ROANWOOD (1973)
 TJ0767
 TJ0767                         *CURRENT SURVEY CONTROL
 TJ0767  ___________________________________________________________________
 TJ0767* NAD 83(1992)-  48 59 58.51445(N)    106 26 41.42720(W)     ADJUSTED  
 TJ0767* NAVD 88     -       923.     (meters)    3028.     (feet)  SCALED    
 TJ0767  ___________________________________________________________________
 TJ0767  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 TJ0767  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TJ0767
 TJ0767  HORZ ORDER  -  THIRD
 TJ0767
 TJ0767.The horizontal coordinates were established by classical geodetic methods
 TJ0767.and adjusted by the National Geodetic Survey in July 1992..
 TJ0767
 TJ0767.The orthometric height was scaled from a topographic map.
 TJ0767
 TJ0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0767
 TJ0767.The geoid height was determined by GEOID03.
 TJ0767
 TJ0767;                    North         East     Units Scale Factor Converg.
 TJ0767;SPC MT       -   532,181.037   823,496.578   MT  0.99999975   +2 14 05.5
 TJ0767;SPC MT       - 1,746,000.78  2,701,760.43   iFT  0.99999975   +2 14 05.5
 TJ0767;UTM  13      - 5,428,415.623   394,321.362   MT  0.99973720   -1 05 25.9
 TJ0767
 TJ0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0767!SPC MT       -   0.99985814  x   0.99999975  =   0.99985789
 TJ0767!UTM  13      -   0.99985814  x   0.99973720  =   0.99959537
 TJ0767
 TJ0767:                Primary Azimuth Mark                     Grid Az
 TJ0767:SPC MT       -  BOUNDARY MON 508 CD US                   087 48 54.3
 TJ0767:UTM  13      -  BOUNDARY MON 508 CD US                   091 08 25.7
 TJ0767
 TJ0767|---------------------------------------------------------------------|
 TJ0767| PID    Reference Object                     Distance      Geod. Az  |
 TJ0767|                                                           dddmmss.s |
 TJ0767| TJ0768 BOUNDARY MON 508 CD US              APPROX. 2.6 KM 0900259.8 |
 TJ0767|---------------------------------------------------------------------|
 TJ0767
 TJ0767                          SUPERSEDED SURVEY CONTROL
 TJ0767
 TJ0767  NAD 83(1986)-  48 59 58.51485(N)    106 26 41.42934(W) AD(       ) 3
 TJ0767
 TJ0767.Superseded values are not recommended for survey control.
 TJ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0767.See file dsdata.txt to determine how the superseded data were derived.
 TJ0767
 TJ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ9432128416(NAD 83)
 TJ0767_MARKER: Z = SEE DESCRIPTION
 TJ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0767+STABILITY: SURFACE MOTION
 TJ0767
 TJ0767  HISTORY     - Date     Condition        Report By
 TJ0767  HISTORY     - 1910     MONUMENTED       IBC
 TJ0767  HISTORY     - 1975     GOOD             IBC
 TJ0767
 TJ0767                          STATION DESCRIPTION
 TJ0767
 TJ0767'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0767'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0767'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0767'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0767'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0767'
 TJ0767'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0767'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0767'---OCTOBER 20, 1818---.
 TJ0767'
 TJ0767'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0767'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0767'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0767'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0767'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0767'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0767'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0767'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0767'
 TJ0767'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0767'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0767'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0767'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0767'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0767'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0767'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0767'AND---CANADA---ON THE WEST SIDE.
 TJ0767'
 TJ0767'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0767'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0767'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0767'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0767'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0767
 TJ0767                          STATION RECOVERY (1975)
 TJ0767
 TJ0767'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0770 ***********************************************************************
 TJ0770  DESIGNATION -  BOUNDARY MON 508 A RESET
 TJ0770  PID         -  TJ0770
 TJ0770  STATE/COUNTY-  MT/VALLEY
 TJ0770  USGS QUAD   -  ROANWOOD (1973)
 TJ0770
 TJ0770                         *CURRENT SURVEY CONTROL
 TJ0770  ___________________________________________________________________
 TJ0770* NAD 83(1992)-  48 59 58.29431(N)    106 22 42.12467(W)     ADJUSTED  
 TJ0770* NAVD 88     -       891.     (meters)    2923.     (feet)  SCALED    
 TJ0770  ___________________________________________________________________
 TJ0770  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 TJ0770  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0770
 TJ0770  HORZ ORDER  -  THIRD
 TJ0770
 TJ0770.The horizontal coordinates were established by classical geodetic methods
 TJ0770.and adjusted by the National Geodetic Survey in July 1992..
 TJ0770
 TJ0770.The orthometric height was scaled from a topographic map.
 TJ0770
 TJ0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0770
 TJ0770.The geoid height was determined by GEOID03.
 TJ0770
 TJ0770;                    North         East     Units Scale Factor Converg.
 TJ0770;SPC MT       -   532,365.979   828,357.050   MT  0.99999971   +2 17 00.6
 TJ0770;SPC MT       - 1,746,607.54  2,717,706.86   iFT  0.99999971   +2 17 00.6
 TJ0770;UTM  13      - 5,428,318.407   399,183.073   MT  0.99972486   -1 02 25.2
 TJ0770
 TJ0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0770!SPC MT       -   0.99986315  x   0.99999971  =   0.99986286
 TJ0770!UTM  13      -   0.99986315  x   0.99972486  =   0.99958805
 TJ0770
 TJ0770|---------------------------------------------------------------------|
 TJ0770| PID    Reference Object                     Distance      Geod. Az  |
 TJ0770|                                                           dddmmss.s |
 TJ0770| TJ0772 BOUNDARY MON 508 B RESET             55.902 METERS 09007     |
 TJ0770| TJ0768 BOUNDARY MON 508 CD US              APPROX. 2.2 KM 2700640.5 |
 TJ0770|---------------------------------------------------------------------|
 TJ0770
 TJ0770                          SUPERSEDED SURVEY CONTROL
 TJ0770
 TJ0770  NAD 83(1986)-  48 59 58.29473(N)    106 22 42.12709(W) AD(       ) 3
 TJ0770
 TJ0770.Superseded values are not recommended for survey control.
 TJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0770.See file dsdata.txt to determine how the superseded data were derived.
 TJ0770
 TJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ9918328318(NAD 83)
 TJ0770_MARKER: U = CONCRETE POST
 TJ0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0770+STABILITY: SURFACE MOTION
 TJ0770
 TJ0770  HISTORY     - Date     Condition        Report By
 TJ0770  HISTORY     - 1966     MONUMENTED       IBC
 TJ0770  HISTORY     - 1971     GOOD             IBC
 TJ0770  HISTORY     - 1975     GOOD             IBC
 TJ0770
 TJ0770                          STATION DESCRIPTION
 TJ0770
 TJ0770'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TJ0770'ORNAMENTAL MONUMENTS NO 508-A AND 508-B SET AT THE CROSSING BETWEEN
 TJ0770'MONTANA HIGHWAY NO 22 AND SASKATCHEWAN HIGHWAY NO 2A IN 1945 WERE
 TJ0770'RELOCATED ABOUT ONE - HALF MILE EAST OF THE OLD CROSSING.  THE
 TJ0770'MONUMENTS MARK THE CROSSING BETWEEN US HIGHWAY NO 247 AND SASKATCHEWAN
 TJ0770'HIGHWAY NO 2.
 TJ0770
 TJ0770                          STATION RECOVERY (1971)
 TJ0770
 TJ0770'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TJ0770'RECOVERED IN GOOD CONDITION.
 TJ0770
 TJ0770                          STATION RECOVERY (1975)
 TJ0770
 TJ0770'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0772 ***********************************************************************
 TJ0772  DESIGNATION -  BOUNDARY MON 508 B RESET
 TJ0772  PID         -  TJ0772
 TJ0772  STATE/COUNTY-  MT/VALLEY
 TJ0772  USGS QUAD   -  ROANWOOD (1973)
 TJ0772
 TJ0772                         *CURRENT SURVEY CONTROL
 TJ0772  ___________________________________________________________________
 TJ0772* NAD 83(1992)-  48 59 58.29079(N)    106 22 39.37437(W)     ADJUSTED  
 TJ0772* NAVD 88     -       891.     (meters)    2923.     (feet)  SCALED    
 TJ0772  ___________________________________________________________________
 TJ0772  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 TJ0772  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0772
 TJ0772  HORZ ORDER  -  THIRD
 TJ0772
 TJ0772.The horizontal coordinates were established by classical geodetic methods
 TJ0772.and adjusted by the National Geodetic Survey in July 1992..
 TJ0772
 TJ0772.The orthometric height was scaled from a topographic map.
 TJ0772
 TJ0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0772
 TJ0772.The geoid height was determined by GEOID03.
 TJ0772
 TJ0772;                    North         East     Units Scale Factor Converg.
 TJ0772;SPC MT       -   532,368.098   828,412.912   MT  0.99999971   +2 17 02.6
 TJ0772;SPC MT       - 1,746,614.49  2,717,890.13   iFT  0.99999971   +2 17 02.6
 TJ0772;UTM  13      - 5,428,317.284   399,238.948   MT  0.99972472   -1 02 23.2
 TJ0772
 TJ0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0772!SPC MT       -   0.99986315  x   0.99999971  =   0.99986286
 TJ0772!UTM  13      -   0.99986315  x   0.99972472  =   0.99958791
 TJ0772
 TJ0772:                Primary Azimuth Mark                     Grid Az
 TJ0772:SPC MT       -  BOUNDARY MON 509 CD US                   087 49 40.2
 TJ0772:UTM  13      -  BOUNDARY MON 509 CD US                   091 09 06.0
 TJ0772
 TJ0772|---------------------------------------------------------------------|
 TJ0772| PID    Reference Object                     Distance      Geod. Az  |
 TJ0772|                                                           dddmmss.s |
 TJ0772| TJ0773 BOUNDARY MON 509 CD US              APPROX. 1.1 KM 0900642.8 |
 TJ0772| TJ0770 BOUNDARY MON 508 A RESET             55.902 METERS 27007     |
 TJ0772|---------------------------------------------------------------------|
 TJ0772
 TJ0772                          SUPERSEDED SURVEY CONTROL
 TJ0772
 TJ0772  NAD 83(1986)-  48 59 58.29121(N)    106 22 39.37680(W) AD(       ) 3
 TJ0772
 TJ0772.Superseded values are not recommended for survey control.
 TJ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0772.See file dsdata.txt to determine how the superseded data were derived.
 TJ0772
 TJ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ9923928317(NAD 83)
 TJ0772_MARKER: U = CONCRETE POST
 TJ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0772+STABILITY: SURFACE MOTION
 TJ0772
 TJ0772  HISTORY     - Date     Condition        Report By
 TJ0772  HISTORY     - 1966     MONUMENTED       IBC
 TJ0772  HISTORY     - 1971     GOOD             IBC
 TJ0772  HISTORY     - 1975     GOOD             IBC
 TJ0772
 TJ0772                          STATION DESCRIPTION
 TJ0772
 TJ0772'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TJ0772'ORNAMENTAL MONUMENTS NO 508-A AND 508-B SET AT THE CROSSING BETWEEN
 TJ0772'MONTANA HIGHWAY NO 22 AND SASKATCHEWAN HIGHWAY NO 2A IN 1945 WERE
 TJ0772'RELOCATED ABOUT ONE - HALF MILE EAST OF THE OLD CROSSING.  THE
 TJ0772'MONUMENTS MARK THE CROSSING BETWEEN US HIGHWAY NO 247 AND SASKATCHEWAN
 TJ0772'HIGHWAY NO 2.
 TJ0772
 TJ0772                          STATION RECOVERY (1971)
 TJ0772
 TJ0772'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TJ0772'RECOVERED IN GOOD CONDITION.
 TJ0772
 TJ0772                          STATION RECOVERY (1975)
 TJ0772
 TJ0772'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0768 ***********************************************************************
 TJ0768  DESIGNATION -  BOUNDARY MON 508 CD US
 TJ0768  PID         -  TJ0768
 TJ0768  STATE/COUNTY-  MT/VALLEY
 TJ0768  USGS QUAD   -  ROANWOOD (1973)
 TJ0768
 TJ0768                         *CURRENT SURVEY CONTROL
 TJ0768  ___________________________________________________________________
 TJ0768* NAD 83(1992)-  48 59 58.41941(N)    106 24 31.27952(W)     ADJUSTED  
 TJ0768* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 TJ0768  ___________________________________________________________________
 TJ0768  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 TJ0768  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0768
 TJ0768  HORZ ORDER  -  THIRD
 TJ0768
 TJ0768.The horizontal coordinates were established by classical geodetic methods
 TJ0768.and adjusted by the National Geodetic Survey in July 1992..
 TJ0768
 TJ0768.The orthometric height was scaled from a topographic map.
 TJ0768
 TJ0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0768
 TJ0768.The geoid height was determined by GEOID03.
 TJ0768
 TJ0768;                    North         East     Units Scale Factor Converg.
 TJ0768;SPC MT       -   532,281.870   826,139.996   MT  0.99999973   +2 15 40.7
 TJ0768;SPC MT       - 1,746,331.59  2,710,433.06   iFT  0.99999973   +2 15 40.7
 TJ0768;UTM  13      - 5,428,362.985   396,965.475   MT  0.99973042   -1 03 47.7
 TJ0768
 TJ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0768!SPC MT       -   0.99986033  x   0.99999973  =   0.99986006
 TJ0768!UTM  13      -   0.99986033  x   0.99973042  =   0.99959079
 TJ0768
 TJ0768:                Primary Azimuth Mark                     Grid Az
 TJ0768:SPC MT       -  BOUNDARY MON 508 A RESET                 087 49 37.4
 TJ0768:UTM  13      -  BOUNDARY MON 508 A RESET                 091 09 05.8
 TJ0768
 TJ0768|---------------------------------------------------------------------|
 TJ0768| PID    Reference Object                     Distance      Geod. Az  |
 TJ0768|                                                           dddmmss.s |
 TJ0768| TJ0770 BOUNDARY MON 508 A RESET            APPROX. 2.2 KM 0900518.1 |
 TJ0768|---------------------------------------------------------------------|
 TJ0768
 TJ0768                          SUPERSEDED SURVEY CONTROL
 TJ0768
 TJ0768  NAD 83(1986)-  48 59 58.41983(N)    106 24 31.28199(W) AD(       ) 3
 TJ0768
 TJ0768.Superseded values are not recommended for survey control.
 TJ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0768.See file dsdata.txt to determine how the superseded data were derived.
 TJ0768
 TJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ9696528363(NAD 83)
 TJ0768_MARKER: Z = SEE DESCRIPTION
 TJ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0768_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0768+STABILITY: SURFACE MOTION
 TJ0768
 TJ0768  HISTORY     - Date     Condition        Report By
 TJ0768  HISTORY     - 1910     MONUMENTED       IBC
 TJ0768  HISTORY     - 1975     GOOD             IBC
 TJ0768
 TJ0768                          STATION DESCRIPTION
 TJ0768
 TJ0768'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0768'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0768'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0768'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0768'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0768'
 TJ0768'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0768'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0768'---OCTOBER 20, 1818---.
 TJ0768'
 TJ0768'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0768'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0768'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0768'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0768'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0768'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0768'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0768'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0768'
 TJ0768'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0768'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0768'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0768'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0768'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0768'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0768'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0768'AND---CANADA---ON THE WEST SIDE.
 TJ0768'
 TJ0768'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0768'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0768'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0768'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0768'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0768
 TJ0768                          STATION RECOVERY (1975)
 TJ0768
 TJ0768'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0773 ***********************************************************************
 TJ0773  DESIGNATION -  BOUNDARY MON 509 CD US
 TJ0773  PID         -  TJ0773
 TJ0773  STATE/COUNTY-  MT/VALLEY
 TJ0773  USGS QUAD   -  GLASS HILL (1973)
 TJ0773
 TJ0773                         *CURRENT SURVEY CONTROL
 TJ0773  ___________________________________________________________________
 TJ0773* NAD 83(1992)-  48 59 58.21747(N)    106 21 45.07140(W)     ADJUSTED  
 TJ0773* NAVD 88     -       872.     (meters)    2861.     (feet)  SCALED    
 TJ0773  ___________________________________________________________________
 TJ0773  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 TJ0773  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0773
 TJ0773  HORZ ORDER  -  THIRD
 TJ0773
 TJ0773.The horizontal coordinates were established by classical geodetic methods
 TJ0773.and adjusted by the National Geodetic Survey in July 1992..
 TJ0773
 TJ0773.The orthometric height was scaled from a topographic map.
 TJ0773
 TJ0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0773
 TJ0773.The geoid height was determined by GEOID03.
 TJ0773
 TJ0773;                    North         East     Units Scale Factor Converg.
 TJ0773;SPC MT       -   532,409.929   829,515.867   MT  0.99999970   +2 17 42.3
 TJ0773;SPC MT       - 1,746,751.74  2,721,508.75   iFT  0.99999970   +2 17 42.3
 TJ0773;UTM  13      - 5,428,295.106   400,342.168   MT  0.99972201   -1 01 42.2
 TJ0773
 TJ0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0773!SPC MT       -   0.99986613  x   0.99999970  =   0.99986583
 TJ0773!UTM  13      -   0.99986613  x   0.99972201  =   0.99958818
 TJ0773
 TJ0773:                Primary Azimuth Mark                     Grid Az
 TJ0773:SPC MT       -  BOUNDARY MON 508 B RESET                 267 49 41.5
 TJ0773:UTM  13      -  BOUNDARY MON 508 B RESET                 271 09 06.0
 TJ0773
 TJ0773|---------------------------------------------------------------------|
 TJ0773| PID    Reference Object                     Distance      Geod. Az  |
 TJ0773|                                                           dddmmss.s |
 TJ0773| TJ0772 BOUNDARY MON 508 B RESET            APPROX. 1.1 KM 2700723.8 |
 TJ0773|---------------------------------------------------------------------|
 TJ0773
 TJ0773                          SUPERSEDED SURVEY CONTROL
 TJ0773
 TJ0773  NAD 83(1986)-  48 59 58.21791(N)    106 21 45.07382(W) AD(       ) 3
 TJ0773
 TJ0773.Superseded values are not recommended for survey control.
 TJ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0773.See file dsdata.txt to determine how the superseded data were derived.
 TJ0773
 TJ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0034228295(NAD 83)
 TJ0773_MARKER: Z = SEE DESCRIPTION
 TJ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0773+STABILITY: SURFACE MOTION
 TJ0773
 TJ0773  HISTORY     - Date     Condition        Report By
 TJ0773  HISTORY     - 1910     MONUMENTED       IBC
 TJ0773  HISTORY     - 1941     GOOD             IBC
 TJ0773  HISTORY     - 1945     GOOD             IBC
 TJ0773  HISTORY     - 1965     GOOD             IBC
 TJ0773  HISTORY     - 1975     GOOD             IBC
 TJ0773
 TJ0773                          STATION DESCRIPTION
 TJ0773
 TJ0773'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0773'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0773'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0773'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0773'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0773'
 TJ0773'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0773'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0773'---OCTOBER 20, 1818---.
 TJ0773'
 TJ0773'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0773'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0773'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0773'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0773'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0773'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0773'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0773'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0773'
 TJ0773'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0773'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0773'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0773'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0773'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0773'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0773'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0773'AND---CANADA---ON THE WEST SIDE.
 TJ0773'
 TJ0773'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0773'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0773'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0773'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0773'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0773
 TJ0773                          STATION RECOVERY (1941)
 TJ0773
 TJ0773'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TJ0773'RECOVERED IN GOOD CONDITION.
 TJ0773
 TJ0773                          STATION RECOVERY (1945)
 TJ0773
 TJ0773'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TJ0773'RECOVERED IN GOOD CONDITION.
 TJ0773
 TJ0773                          STATION RECOVERY (1965)
 TJ0773
 TJ0773'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TJ0773'RECOVERED IN GOOD CONDITION.
 TJ0773
 TJ0773                          STATION RECOVERY (1975)
 TJ0773
 TJ0773'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0774 ***********************************************************************
 TJ0774  DESIGNATION -  BOUNDARY MON 510 CD US
 TJ0774  PID         -  TJ0774
 TJ0774  STATE/COUNTY-  MT/VALLEY
 TJ0774  USGS QUAD   -  GLASS HILL (1973)
 TJ0774
 TJ0774                         *CURRENT SURVEY CONTROL
 TJ0774  ___________________________________________________________________
 TJ0774* NAD 83(1992)-  48 59 58.07964(N)    106 19 25.85142(W)     ADJUSTED  
 TJ0774* NAVD 88     -       907.     (meters)    2976.     (feet)  SCALED    
 TJ0774  ___________________________________________________________________
 TJ0774  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 TJ0774  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0774
 TJ0774  HORZ ORDER  -  THIRD
 TJ0774
 TJ0774.The horizontal coordinates were established by classical geodetic methods
 TJ0774.and adjusted by the National Geodetic Survey in July 1992..
 TJ0774
 TJ0774.The orthometric height was scaled from a topographic map.
 TJ0774
 TJ0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0774
 TJ0774.The geoid height was determined by GEOID03.
 TJ0774
 TJ0774;                    North         East     Units Scale Factor Converg.
 TJ0774;SPC MT       -   532,519.692   832,343.484   MT  0.99999967   +2 19 24.1
 TJ0774;SPC MT       - 1,747,111.85  2,730,785.71   iFT  0.99999967   +2 19 24.1
 TJ0774;UTM  13      - 5,428,240.798   403,170.598   MT  0.99971518   -0 59 57.1
 TJ0774
 TJ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0774!SPC MT       -   0.99986065  x   0.99999967  =   0.99986032
 TJ0774!UTM  13      -   0.99986065  x   0.99971518  =   0.99957587
 TJ0774
 TJ0774:                Primary Azimuth Mark                     Grid Az
 TJ0774:SPC MT       -  BADGER                                   002 21 11.7
 TJ0774:UTM  13      -  BADGER                                   005 40 32.9
 TJ0774
 TJ0774|---------------------------------------------------------------------|
 TJ0774| PID    Reference Object                     Distance      Geod. Az  |
 TJ0774|                                                           dddmmss.s |
 TJ0774| TJ0733 BADGER                              APPROX. 0.6 KM 0044035.8 |
 TJ0774|---------------------------------------------------------------------|
 TJ0774
 TJ0774                          SUPERSEDED SURVEY CONTROL
 TJ0774
 TJ0774  NAD 83(1986)-  48 59 58.08009(N)    106 19 25.85304(W) AD(       ) 3
 TJ0774
 TJ0774.Superseded values are not recommended for survey control.
 TJ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0774.See file dsdata.txt to determine how the superseded data were derived.
 TJ0774
 TJ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0317128241(NAD 83)
 TJ0774_MARKER: Z = SEE DESCRIPTION
 TJ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0774+STABILITY: SURFACE MOTION
 TJ0774
 TJ0774  HISTORY     - Date     Condition        Report By
 TJ0774  HISTORY     - 1910     MONUMENTED       IBC
 TJ0774  HISTORY     - 1975     GOOD             IBC
 TJ0774
 TJ0774                          STATION DESCRIPTION
 TJ0774
 TJ0774'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0774'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0774'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0774'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0774'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0774'
 TJ0774'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0774'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0774'---OCTOBER 20, 1818---.
 TJ0774'
 TJ0774'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0774'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0774'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0774'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0774'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0774'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0774'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0774'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0774'
 TJ0774'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0774'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0774'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0774'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0774'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0774'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0774'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0774'AND---CANADA---ON THE WEST SIDE.
 TJ0774'
 TJ0774'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0774'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0774'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0774'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0774'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0774
 TJ0774                          STATION RECOVERY (1975)
 TJ0774
 TJ0774'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0775 ***********************************************************************
 TJ0775  DESIGNATION -  BOUNDARY MON 511 CD US
 TJ0775  PID         -  TJ0775
 TJ0775  STATE/COUNTY-  MT/VALLEY
 TJ0775  USGS QUAD   -  GLASS HILL (1973)
 TJ0775
 TJ0775                         *CURRENT SURVEY CONTROL
 TJ0775  ___________________________________________________________________
 TJ0775* NAD 83(1992)-  48 59 57.96408(N)    106 17 56.77094(W)     ADJUSTED  
 TJ0775* NAVD 88     -       884.     (meters)    2900.     (feet)  SCALED    
 TJ0775  ___________________________________________________________________
 TJ0775  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 TJ0775  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0775
 TJ0775  HORZ ORDER  -  THIRD
 TJ0775
 TJ0775.The horizontal coordinates were established by classical geodetic methods
 TJ0775.and adjusted by the National Geodetic Survey in July 1992..
 TJ0775
 TJ0775.The orthometric height was scaled from a topographic map.
 TJ0775
 TJ0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0775
 TJ0775.The geoid height was determined by GEOID03.
 TJ0775
 TJ0775;                    North         East     Units Scale Factor Converg.
 TJ0775;SPC MT       -   532,589.813   834,152.754   MT  0.99999965   +2 20 29.3
 TJ0775;SPC MT       - 1,747,341.91  2,736,721.63   iFT  0.99999965   +2 20 29.3
 TJ0775;UTM  13      - 5,428,205.960   404,980.372   MT  0.99971091   -0 58 49.8
 TJ0775
 TJ0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0775!SPC MT       -   0.99986425  x   0.99999965  =   0.99986390
 TJ0775!UTM  13      -   0.99986425  x   0.99971091  =   0.99957520
 TJ0775
 TJ0775:                Primary Azimuth Mark                     Grid Az
 TJ0775:SPC MT       -  BOUNDARY MON 510 CD US                   267 46 51.0
 TJ0775:UTM  13      -  BOUNDARY MON 510 CD US                   271 06 10.1
 TJ0775
 TJ0775|---------------------------------------------------------------------|
 TJ0775| PID    Reference Object                     Distance      Geod. Az  |
 TJ0775|                                                           dddmmss.s |
 TJ0775| TJ0774 BOUNDARY MON 510 CD US              APPROX. 1.8 KM 2700720.3 |
 TJ0775|---------------------------------------------------------------------|
 TJ0775
 TJ0775                          SUPERSEDED SURVEY CONTROL
 TJ0775
 TJ0775  NAD 83(1986)-  48 59 57.96453(N)    106 17 56.77238(W) AD(       ) 3
 TJ0775
 TJ0775.Superseded values are not recommended for survey control.
 TJ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0775.See file dsdata.txt to determine how the superseded data were derived.
 TJ0775
 TJ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0498028206(NAD 83)
 TJ0775_MARKER: Z = SEE DESCRIPTION
 TJ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0775+STABILITY: SURFACE MOTION
 TJ0775
 TJ0775  HISTORY     - Date     Condition        Report By
 TJ0775  HISTORY     - 1910     MONUMENTED       IBC
 TJ0775  HISTORY     - 1975     GOOD             IBC
 TJ0775
 TJ0775                          STATION DESCRIPTION
 TJ0775
 TJ0775'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0775'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0775'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0775'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0775'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0775'
 TJ0775'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0775'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0775'---OCTOBER 20, 1818---.
 TJ0775'
 TJ0775'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0775'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0775'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0775'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0775'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0775'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0775'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0775'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0775'
 TJ0775'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0775'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0775'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0775'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0775'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0775'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0775'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0775'AND---CANADA---ON THE WEST SIDE.
 TJ0775'
 TJ0775'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0775'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0775'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0775'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0775'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0775
 TJ0775                          STATION RECOVERY (1975)
 TJ0775
 TJ0775'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0776 ***********************************************************************
 TJ0776  DESIGNATION -  BOUNDARY MON 512 CD US
 TJ0776  PID         -  TJ0776
 TJ0776  STATE/COUNTY-  MT/VALLEY
 TJ0776  USGS QUAD   -  GLASS HILL (1973)
 TJ0776
 TJ0776                         *CURRENT SURVEY CONTROL
 TJ0776  ___________________________________________________________________
 TJ0776* NAD 83(1992)-  48 59 57.86239(N)    106 16 23.28006(W)     ADJUSTED  
 TJ0776* NAVD 88     -       893.     (meters)    2930.     (feet)  SCALED    
 TJ0776  ___________________________________________________________________
 TJ0776  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 TJ0776  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0776
 TJ0776  HORZ ORDER  -  THIRD
 TJ0776
 TJ0776.The horizontal coordinates were established by classical geodetic methods
 TJ0776.and adjusted by the National Geodetic Survey in July 1992..
 TJ0776
 TJ0776.The orthometric height was scaled from a topographic map.
 TJ0776
 TJ0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0776
 TJ0776.The geoid height was determined by GEOID03.
 TJ0776
 TJ0776;                    North         East     Units Scale Factor Converg.
 TJ0776;SPC MT       -   532,664.624   836,051.553   MT  0.99999963   +2 21 37.7
 TJ0776;SPC MT       - 1,747,587.35  2,742,951.29   iFT  0.99999963   +2 21 37.7
 TJ0776;UTM  13      - 5,428,170.636   406,879.763   MT  0.99970652   -0 57 39.3
 TJ0776
 TJ0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0776!SPC MT       -   0.99986284  x   0.99999963  =   0.99986247
 TJ0776!UTM  13      -   0.99986284  x   0.99970652  =   0.99956940
 TJ0776
 TJ0776:                Primary Azimuth Mark                     Grid Az
 TJ0776:SPC MT       -  BRANCH                                   204 34 33.2
 TJ0776:UTM  13      -  BRANCH                                   207 53 50.2
 TJ0776
 TJ0776|---------------------------------------------------------------------|
 TJ0776| PID    Reference Object                     Distance      Geod. Az  |
 TJ0776|                                                           dddmmss.s |
 TJ0776| TJ0736 BRANCH                              APPROX. 3.8 KM 2065610.9 |
 TJ0776|---------------------------------------------------------------------|
 TJ0776
 TJ0776                          SUPERSEDED SURVEY CONTROL
 TJ0776
 TJ0776  NAD 83(1986)-  48 59 57.86282(N)    106 16 23.28126(W) AD(       ) 3
 TJ0776
 TJ0776.Superseded values are not recommended for survey control.
 TJ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0776.See file dsdata.txt to determine how the superseded data were derived.
 TJ0776
 TJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0688028171(NAD 83)
 TJ0776_MARKER: Z = SEE DESCRIPTION
 TJ0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0776+STABILITY: SURFACE MOTION
 TJ0776
 TJ0776  HISTORY     - Date     Condition        Report By
 TJ0776  HISTORY     - 1910     MONUMENTED       IBC
 TJ0776  HISTORY     - 1975     GOOD             IBC
 TJ0776
 TJ0776                          STATION DESCRIPTION
 TJ0776
 TJ0776'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0776'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0776'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0776'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0776'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0776'
 TJ0776'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0776'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0776'---OCTOBER 20, 1818---.
 TJ0776'
 TJ0776'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0776'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0776'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0776'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0776'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0776'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0776'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0776'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0776'
 TJ0776'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0776'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0776'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0776'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0776'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0776'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0776'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0776'AND---CANADA---ON THE WEST SIDE.
 TJ0776'
 TJ0776'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0776'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0776'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0776'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0776'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0776
 TJ0776                          STATION RECOVERY (1975)
 TJ0776
 TJ0776'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0777 ***********************************************************************
 TJ0777  DESIGNATION -  BOUNDARY MON 513 CD US
 TJ0777  PID         -  TJ0777
 TJ0777  STATE/COUNTY-  MT/VALLEY
 TJ0777  USGS QUAD   -  KAMINSKI HILL (1973)
 TJ0777
 TJ0777                         *CURRENT SURVEY CONTROL
 TJ0777  ___________________________________________________________________
 TJ0777* NAD 83(1992)-  48 59 57.69528(N)    106 13 46.03798(W)     ADJUSTED  
 TJ0777* NAVD 88     -       913.     (meters)    2995.     (feet)  SCALED    
 TJ0777  ___________________________________________________________________
 TJ0777  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 TJ0777  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TJ0777
 TJ0777  HORZ ORDER  -  THIRD
 TJ0777
 TJ0777.The horizontal coordinates were established by classical geodetic methods
 TJ0777.and adjusted by the National Geodetic Survey in July 1992..
 TJ0777
 TJ0777.The orthometric height was scaled from a topographic map.
 TJ0777
 TJ0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0777
 TJ0777.The geoid height was determined by GEOID03.
 TJ0777
 TJ0777;                    North         East     Units Scale Factor Converg.
 TJ0777;SPC MT       -   532,791.991   839,245.080   MT  0.99999961   +2 23 32.7
 TJ0777;SPC MT       - 1,748,005.22  2,753,428.74   iFT  0.99999961   +2 23 32.7
 TJ0777;UTM  13      - 5,428,112.813   410,074.357   MT  0.99969934   -0 55 40.6
 TJ0777
 TJ0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0777!SPC MT       -   0.99985971  x   0.99999961  =   0.99985932
 TJ0777!UTM  13      -   0.99985971  x   0.99969934  =   0.99955909
 TJ0777
 TJ0777:                Primary Azimuth Mark                     Grid Az
 TJ0777:SPC MT       -  BOUNDARY MON 513 FLAG SOUTH              219 35 51.0
 TJ0777:UTM  13      -  BOUNDARY MON 513 FLAG SOUTH              222 55 04.3
 TJ0777
 TJ0777|---------------------------------------------------------------------|
 TJ0777| PID    Reference Object                     Distance      Geod. Az  |
 TJ0777|                                                           dddmmss.s |
 TJ0777| TJ0744 BOUNDARY MON 513 FLAG SOUTH         APPROX. 0.6 KM 2215923.7 |
 TJ0777|---------------------------------------------------------------------|
 TJ0777
 TJ0777                          SUPERSEDED SURVEY CONTROL
 TJ0777
 TJ0777  NAD 83(1986)-  48 59 57.69568(N)    106 13 46.03872(W) AD(       ) 3
 TJ0777
 TJ0777.Superseded values are not recommended for survey control.
 TJ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0777.See file dsdata.txt to determine how the superseded data were derived.
 TJ0777
 TJ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ1007428113(NAD 83)
 TJ0777_MARKER: Z = SEE DESCRIPTION
 TJ0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0777+STABILITY: SURFACE MOTION
 TJ0777
 TJ0777  HISTORY     - Date     Condition        Report By
 TJ0777  HISTORY     - 1910     MONUMENTED       IBC
 TJ0777  HISTORY     - 1975     GOOD             IBC
 TJ0777
 TJ0777                          STATION DESCRIPTION
 TJ0777
 TJ0777'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0777'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0777'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0777'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0777'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0777'
 TJ0777'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0777'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0777'---OCTOBER 20, 1818---.
 TJ0777'
 TJ0777'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0777'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0777'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0777'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0777'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0777'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0777'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0777'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0777'
 TJ0777'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0777'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0777'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0777'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0777'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0777'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0777'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0777'AND---CANADA---ON THE WEST SIDE.
 TJ0777'
 TJ0777'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0777'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0777'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0777'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0777'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0777
 TJ0777                          STATION RECOVERY (1975)
 TJ0777
 TJ0777'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0778 ***********************************************************************
 TJ0778  DESIGNATION -  BOUNDARY MON 514 CD US
 TJ0778  PID         -  TJ0778
 TJ0778  STATE/COUNTY-  MT/VALLEY
 TJ0778  USGS QUAD   -  KAMINSKI HILL (1973)
 TJ0778
 TJ0778                         *CURRENT SURVEY CONTROL
 TJ0778  ___________________________________________________________________
 TJ0778* NAD 83(1992)-  48 59 57.77373(N)    106 12 09.27560(W)     ADJUSTED  
 TJ0778* NAVD 88     -       969.     (meters)    3179.     (feet)  SCALED    
 TJ0778  ___________________________________________________________________
 TJ0778  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 TJ0778  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TJ0778
 TJ0778  HORZ ORDER  -  THIRD
 TJ0778
 TJ0778.The horizontal coordinates were established by classical geodetic methods
 TJ0778.and adjusted by the National Geodetic Survey in July 1992..
 TJ0778
 TJ0778.The orthometric height was scaled from a topographic map.
 TJ0778
 TJ0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0778
 TJ0778.The geoid height was determined by GEOID03.
 TJ0778
 TJ0778;                    North         East     Units Scale Factor Converg.
 TJ0778;SPC MT       -   532,876.849   841,210.018   MT  0.99999962   +2 24 43.5
 TJ0778;SPC MT       - 1,748,283.63  2,759,875.39   iFT  0.99999962   +2 24 43.5
 TJ0778;UTM  13      - 5,428,083.741   412,040.317   MT  0.99969504   -0 54 27.5
 TJ0778
 TJ0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0778!SPC MT       -   0.99985093  x   0.99999962  =   0.99985055
 TJ0778!UTM  13      -   0.99985093  x   0.99969504  =   0.99954602
 TJ0778
 TJ0778:                Primary Azimuth Mark                     Grid Az
 TJ0778:SPC MT       -  COAL                                     256 39 42.5
 TJ0778:UTM  13      -  COAL                                     259 58 53.5
 TJ0778
 TJ0778|---------------------------------------------------------------------|
 TJ0778| PID    Reference Object                     Distance      Geod. Az  |
 TJ0778|                                                           dddmmss.s |
 TJ0778| TJ0738 COAL                                415.489 METERS 2590426.0 |
 TJ0778|---------------------------------------------------------------------|
 TJ0778
 TJ0778                          SUPERSEDED SURVEY CONTROL
 TJ0778
 TJ0778  NAD 83(1986)-  48 59 57.77416(N)    106 12 09.27610(W) AD(       ) 3
 TJ0778
 TJ0778.Superseded values are not recommended for survey control.
 TJ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0778.See file dsdata.txt to determine how the superseded data were derived.
 TJ0778
 TJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ1204028084(NAD 83)
 TJ0778_MARKER: Z = SEE DESCRIPTION
 TJ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0778+STABILITY: SURFACE MOTION
 TJ0778
 TJ0778  HISTORY     - Date     Condition        Report By
 TJ0778  HISTORY     - 1910     MONUMENTED       IBC
 TJ0778  HISTORY     - 1975     GOOD             IBC
 TJ0778
 TJ0778                          STATION DESCRIPTION
 TJ0778
 TJ0778'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0778'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0778'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0778'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0778'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0778'
 TJ0778'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0778'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0778'---OCTOBER 20, 1818---.
 TJ0778'
 TJ0778'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0778'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0778'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0778'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0778'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0778'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0778'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0778'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0778'
 TJ0778'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0778'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0778'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0778'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0778'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0778'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0778'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0778'AND---CANADA---ON THE WEST SIDE.
 TJ0778'
 TJ0778'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0778'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0778'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0778'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0778'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0778
 TJ0778                          STATION RECOVERY (1975)
 TJ0778
 TJ0778'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0731 ***********************************************************************
 TJ0731  DESIGNATION -  BOUNDARY MON 515 CD US
 TJ0731  PID         -  TJ0731
 TJ0731  STATE/COUNTY-  MT/VALLEY
 TJ0731  USGS QUAD   -  KAMINSKI HILL (1973)
 TJ0731
 TJ0731                         *CURRENT SURVEY CONTROL
 TJ0731  ___________________________________________________________________
 TJ0731* NAD 83(1992)-  48 59 57.85215(N)    106 10 32.94224(W)     ADJUSTED  
 TJ0731* NAVD 88     -       928.7    (meters)    3047.     (feet)  VERTCON   
 TJ0731  ___________________________________________________________________
 TJ0731  X           -  -1,168,133.319 (meters)                     COMP
 TJ0731  Y           -  -4,027,084.707 (meters)                     COMP
 TJ0731  Z           -   4,791,203.333 (meters)                     COMP
 TJ0731  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 TJ0731  ELLIP HEIGHT-         911.77  (meters)          (07/28/92) GPS OBS
 TJ0731  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TJ0731
 TJ0731  HORZ ORDER  -  FIRST
 TJ0731  ELLP ORDER  -  FIFTH     CLASS I
 TJ0731
 TJ0731.The horizontal coordinates were established by GPS observations
 TJ0731.and adjusted by the National Geodetic Survey in July 1992..
 TJ0731
 TJ0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0731
 TJ0731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0731
 TJ0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0731
 TJ0731.The ellipsoidal height was determined by GPS observations
 TJ0731.and is referenced to NAD 83.
 TJ0731
 TJ0731.The geoid height was determined by GEOID03.
 TJ0731
 TJ0731;                    North         East     Units Scale Factor Converg.
 TJ0731;SPC MT       -   532,962.010   843,166.213   MT  0.99999963   +2 25 54.0
 TJ0731;SPC MT       - 1,748,563.02  2,766,293.35   iFT  0.99999963   +2 25 54.0
 TJ0731;UTM  13      - 5,428,055.500   413,997.561   MT  0.99969086   -0 53 14.8
 TJ0731
 TJ0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0731!SPC MT       -   0.99985713  x   0.99999963  =   0.99985676
 TJ0731!UTM  13      -   0.99985713  x   0.99969086  =   0.99954804
 TJ0731
 TJ0731:                Primary Azimuth Mark                     Grid Az
 TJ0731:SPC MT       -  JEFF                                     015 23 13.9
 TJ0731:UTM  13      -  JEFF                                     018 42 22.7
 TJ0731
 TJ0731|---------------------------------------------------------------------|
 TJ0731| PID    Reference Object                     Distance      Geod. Az  |
 TJ0731|                                                           dddmmss.s |
 TJ0731| TJ0749 JEFF                                APPROX. 2.7 KM 0174907.9 |
 TJ0731|---------------------------------------------------------------------|
 TJ0731
 TJ0731                          SUPERSEDED SURVEY CONTROL
 TJ0731
 TJ0731  NAD 83(1986)-  48 59 57.85269(N)    106 10 32.94250(W) AD(       ) 1
 TJ0731  NGVD 29 (08/25/89)  928.0    (m)         3045.     (f) GPS OBS        
 TJ0731
 TJ0731.Superseded values are not recommended for survey control.
 TJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0731.See file dsdata.txt to determine how the superseded data were derived.
 TJ0731
 TJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ1399828056(NAD 83)
 TJ0731_MARKER: DU = BOUNDARY MARKER
 TJ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TJ0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0731+STABILITY: POSITION/ELEVATION WELL
 TJ0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0731+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1988
 TJ0731
 TJ0731  HISTORY     - Date     Condition        Report By
 TJ0731  HISTORY     - 1910     MONUMENTED       IBC
 TJ0731  HISTORY     - 1910     GOOD             IBC
 TJ0731  HISTORY     - 1975     GOOD             IBC
 TJ0731  HISTORY     - 19880822 GOOD             NGS
 TJ0731
 TJ0731                          STATION DESCRIPTION
 TJ0731
 TJ0731'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0731'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0731'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0731'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0731'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0731'
 TJ0731'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0731'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0731'---OCTOBER 20, 1818---.
 TJ0731'
 TJ0731'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0731'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0731'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0731'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0731'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0731'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0731'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0731'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0731'
 TJ0731'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0731'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0731'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0731'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0731'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0731'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0731'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0731'AND---CANADA---ON THE WEST SIDE.
 TJ0731'
 TJ0731'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0731'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0731'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0731'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0731'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0731
 TJ0731                          STATION RECOVERY (1910)
 TJ0731
 TJ0731'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TJ0731'RECOVERED IN GOOD CONDITION.
 TJ0731
 TJ0731                          STATION RECOVERY (1975)
 TJ0731
 TJ0731'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0731'RECOVERED IN GOOD CONDITION.
 TJ0731
 TJ0731                          STATION RECOVERY (1988)
 TJ0731
 TJ0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TJ0731'THE MONUMENT IS LOCATED ABOUT 24.5 KM (15.20 MI) NORTHEAST OF OPHEIM,
 TJ0731'17.7 KM (11.00 MI) NORTH-NORTHEAST OF GLENTANA AND ABOUT 14.89 KM
 TJ0731'(9.25 MI) EAST OF THE OPHEIM, MONTANA - WEST POPLAR, SASKATCHEWAN
 TJ0731'BORDER CROSSING.  CONTACT MR. ORRIN FOSSUM FOR PERMISSION AND
 TJ0731'DIRECTIONS TO REACH THE MONUMENT.
 TJ0731'TO REACH THE MONUMENT FROM THE JUNCTION OF COUNTY HIGHWAY 248 AND
 TJ0731'GLENTANA ROAD WEST OF GLENTANA, GO NORTH ON GLENTANA ROAD FOR 6.44 KM
 TJ0731'(4.00 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO EAST ON MASON ROAD
 TJ0731'FOR 0.32 KM (0.20 MI) TO NORTH BENCH ROAD ON THE LEFT.  TURN LEFT AND
 TJ0731'GO NORTH ON NORTH BENCH ROAD FOR 4.83 KM (3.00 MI) TO A FORK WHERE
 TJ0731'NORTH BENCH ROAD CURVES OFF TO THE EAST.  BEAR SHARP RIGHT GOING EAST
 TJ0731'ON NORTH BENCH ROAD FOR 4.5 KM (2.80 MI) TO A SIDE ROAD LEFT AT A
 TJ0731'MAILBOX OF THE ORRIN FOSSUM FAMILY.  TURN LEFT AND GO NORTH FOR 2.4
 TJ0731'KM (1.50 MI) TO THE FOSSUM FARM HOUSE.  CONTINUE PAST THE EAST SIDE
 TJ0731'OF THE HOUSE FOR 0.08 KM (0.05 MI) TO TWO GATES.  CONTINUE THROUGH
 TJ0731'THE NORTHEAST GATE ON A TRACK ROAD FOR 0.96 KM (0.60 MI) TO A GATE IN
 TJ0731'A NORTH-SOUTH FENCE.  GO EAST THROUGH THE GATE ON A COW TRAIL FOR
 TJ0731'0.32 KM (0.20 MI) TO A FORK IN THE COW TRAIL.  BEAR LEFT AND GO NORTH
 TJ0731'ON THE COW TRAIL FOR 0.48 KM (0.30 MI) TO A WATER TANK IN A COULEE
 TJ0731'THENCE, CONTINUE NORTH FOR 0.48 KM (0.30 MI) TO A EAST-WEST FENCE AT
 TJ0731'THE BOUNDARY AND THE MONUMENT 12.2 M (40.0 FT) NORTH OF THE FENCE.
 TJ0731'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.49 M
 TJ0731'(4.9 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE.
 TJ0731'INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF
 TJ0731'1818-- ON THE EAST SIDE, --TREATY OF 1908-- ON THE WEST SIDE,
 TJ0731'--UNITED STATES-- ON THE SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.
 TJ0731'THE NUMBER --515-- IS DRILLED NEAR THE TOP OF THE EAST SIDE OF THE
 TJ0731'OBELISK.
 TJ0731'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TJ0731'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0779 ***********************************************************************
 TJ0779  DESIGNATION -  BOUNDARY MON 516 CD US
 TJ0779  PID         -  TJ0779
 TJ0779  STATE/COUNTY-  MT/VALLEY
 TJ0779  USGS QUAD   -  KAMINSKI HILL (1973)
 TJ0779
 TJ0779                         *CURRENT SURVEY CONTROL
 TJ0779  ___________________________________________________________________
 TJ0779* NAD 83(1992)-  48 59 57.97856(N)    106 08 27.41017(W)     ADJUSTED  
 TJ0779* NAVD 88     -       912.     (meters)    2992.     (feet)  SCALED    
 TJ0779  ___________________________________________________________________
 TJ0779  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 TJ0779  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TJ0779
 TJ0779  HORZ ORDER  -  THIRD
 TJ0779
 TJ0779.The horizontal coordinates were established by classical geodetic methods
 TJ0779.and adjusted by the National Geodetic Survey in July 1992..
 TJ0779
 TJ0779.The orthometric height was scaled from a topographic map.
 TJ0779
 TJ0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0779
 TJ0779.The geoid height was determined by GEOID03.
 TJ0779
 TJ0779;                    North         East     Units Scale Factor Converg.
 TJ0779;SPC MT       -   533,074.735   845,715.255   MT  0.99999965   +2 27 25.8
 TJ0779;SPC MT       - 1,748,932.86  2,774,656.35   iFT  0.99999965   +2 27 25.8
 TJ0779;UTM  13      - 5,428,020.483   416,548.059   MT  0.99968555   -0 51 40.1
 TJ0779
 TJ0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0779!SPC MT       -   0.99985986  x   0.99999965  =   0.99985951
 TJ0779!UTM  13      -   0.99985986  x   0.99968555  =   0.99954546
 TJ0779
 TJ0779:                Primary Azimuth Mark                     Grid Az
 TJ0779:SPC MT       -  NOON                                     132 20 59.3
 TJ0779:UTM  13      -  NOON                                     135 40 05.2
 TJ0779
 TJ0779|---------------------------------------------------------------------|
 TJ0779| PID    Reference Object                     Distance      Geod. Az  |
 TJ0779|                                                           dddmmss.s |
 TJ0779| TJ0787 NOON                                APPROX. 2.3 KM 1344825.1 |
 TJ0779|---------------------------------------------------------------------|
 TJ0779
 TJ0779                          SUPERSEDED SURVEY CONTROL
 TJ0779
 TJ0779  NAD 83(1986)-  48 59 57.97906(N)    106 08 27.41020(W) AD(       ) 3
 TJ0779
 TJ0779.Superseded values are not recommended for survey control.
 TJ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0779.See file dsdata.txt to determine how the superseded data were derived.
 TJ0779
 TJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ1654828020(NAD 83)
 TJ0779_MARKER: Z = SEE DESCRIPTION
 TJ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0779+STABILITY: SURFACE MOTION
 TJ0779
 TJ0779  HISTORY     - Date     Condition        Report By
 TJ0779  HISTORY     - 1910     MONUMENTED       IBC
 TJ0779  HISTORY     - 1975     GOOD             IBC
 TJ0779
 TJ0779                          STATION DESCRIPTION
 TJ0779
 TJ0779'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0779'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0779'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0779'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0779'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0779'
 TJ0779'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0779'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0779'---OCTOBER 20, 1818---.
 TJ0779'
 TJ0779'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0779'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0779'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0779'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0779'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0779'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0779'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0779'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0779'
 TJ0779'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0779'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0779'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0779'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0779'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0779'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0779'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0779'AND---CANADA---ON THE WEST SIDE.
 TJ0779'
 TJ0779'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0779'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0779'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0779'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0779'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0779
 TJ0779                          STATION RECOVERY (1975)
 TJ0779
 TJ0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0780 ***********************************************************************
 TJ0780  DESIGNATION -  BOUNDARY MON 517 CD US
 TJ0780  PID         -  TJ0780
 TJ0780  STATE/COUNTY-  MT/VALLEY
 TJ0780  USGS QUAD   -  BROCKWAY SPRING (1973)
 TJ0780
 TJ0780                         *CURRENT SURVEY CONTROL
 TJ0780  ___________________________________________________________________
 TJ0780* NAD 83(1992)-  48 59 58.10624(N)    106 06 19.88732(W)     ADJUSTED  
 TJ0780* NAVD 88     -       923.     (meters)    3028.     (feet)  SCALED    
 TJ0780  ___________________________________________________________________
 TJ0780  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 TJ0780  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TJ0780
 TJ0780  HORZ ORDER  -  THIRD
 TJ0780
 TJ0780.The horizontal coordinates were established by classical geodetic methods
 TJ0780.and adjusted by the National Geodetic Survey in July 1992..
 TJ0780
 TJ0780.The orthometric height was scaled from a topographic map.
 TJ0780
 TJ0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0780
 TJ0780.The geoid height was determined by GEOID03.
 TJ0780
 TJ0780;                    North         East     Units Scale Factor Converg.
 TJ0780;SPC MT       -   533,190.386   848,304.670   MT  0.99999968   +2 28 59.1
 TJ0780;SPC MT       - 1,749,312.29  2,783,151.80   iFT  0.99999968   +2 28 59.1
 TJ0780;UTM  13      - 5,427,986.088   419,139.006   MT  0.99968032   -0 50 03.8
 TJ0780
 TJ0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0780!SPC MT       -   0.99985814  x   0.99999968  =   0.99985782
 TJ0780!UTM  13      -   0.99985814  x   0.99968032  =   0.99953850
 TJ0780
 TJ0780:                Primary Azimuth Mark                     Grid Az
 TJ0780:SPC MT       -  NOON                                     208 47 48.2
 TJ0780:UTM  13      -  NOON                                     212 06 51.1
 TJ0780
 TJ0780|---------------------------------------------------------------------|
 TJ0780| PID    Reference Object                     Distance      Geod. Az  |
 TJ0780|                                                           dddmmss.s |
 TJ0780| TJ0787 NOON                                APPROX. 1.9 KM 2111647.3 |
 TJ0780|---------------------------------------------------------------------|
 TJ0780
 TJ0780                          SUPERSEDED SURVEY CONTROL
 TJ0780
 TJ0780  NAD 83(1986)-  48 59 58.10669(N)    106 06 19.88715(W) AD(       ) 3
 TJ0780
 TJ0780.Superseded values are not recommended for survey control.
 TJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0780.See file dsdata.txt to determine how the superseded data were derived.
 TJ0780
 TJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ1913927986(NAD 83)
 TJ0780_MARKER: Z = SEE DESCRIPTION
 TJ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0780+STABILITY: SURFACE MOTION
 TJ0780
 TJ0780  HISTORY     - Date     Condition        Report By
 TJ0780  HISTORY     - 1910     MONUMENTED       IBC
 TJ0780  HISTORY     - 1975     GOOD             IBC
 TJ0780
 TJ0780                          STATION DESCRIPTION
 TJ0780
 TJ0780'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0780'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0780'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0780'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0780'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0780'
 TJ0780'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0780'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0780'---OCTOBER 20, 1818---.
 TJ0780'
 TJ0780'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0780'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0780'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0780'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0780'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0780'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0780'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0780'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0780'
 TJ0780'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0780'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0780'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0780'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0780'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0780'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0780'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0780'AND---CANADA---ON THE WEST SIDE.
 TJ0780'
 TJ0780'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0780'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0780'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0780'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0780'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0780
 TJ0780                          STATION RECOVERY (1975)
 TJ0780
 TJ0780'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0781 ***********************************************************************
 TJ0781  DESIGNATION -  BOUNDARY MON 518 CD US
 TJ0781  PID         -  TJ0781
 TJ0781  STATE/COUNTY-  MT/VALLEY
 TJ0781  USGS QUAD   -  BROCKWAY SPRING (1973)
 TJ0781
 TJ0781                         *CURRENT SURVEY CONTROL
 TJ0781  ___________________________________________________________________
 TJ0781* NAD 83(1992)-  48 59 58.19600(N)    106 04 24.47972(W)     ADJUSTED  
 TJ0781* NAVD 88     -       920.     (meters)    3018.     (feet)  SCALED    
 TJ0781  ___________________________________________________________________
 TJ0781  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 TJ0781  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TJ0781
 TJ0781  HORZ ORDER  -  THIRD
 TJ0781
 TJ0781.The horizontal coordinates were established by classical geodetic methods
 TJ0781.and adjusted by the National Geodetic Survey in July 1992..
 TJ0781
 TJ0781.The orthometric height was scaled from a topographic map.
 TJ0781
 TJ0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0781
 TJ0781.The geoid height was determined by GEOID03.
 TJ0781
 TJ0781;                    North         East     Units Scale Factor Converg.
 TJ0781;SPC MT       -   533,295.263   850,648.066   MT  0.99999969   +2 30 23.5
 TJ0781;SPC MT       - 1,749,656.37  2,790,840.11   iFT  0.99999969   +2 30 23.5
 TJ0781;UTM  13      - 5,427,955.206   421,483.790   MT  0.99967573   -0 48 36.7
 TJ0781
 TJ0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0781!SPC MT       -   0.99985861  x   0.99999969  =   0.99985830
 TJ0781!UTM  13      -   0.99985861  x   0.99967573  =   0.99953439
 TJ0781
 TJ0781:                Primary Azimuth Mark                     Grid Az
 TJ0781:SPC MT       -  N 268                                    071 32 53.2
 TJ0781:UTM  13      -  N 268                                    074 51 53.4
 TJ0781
 TJ0781|---------------------------------------------------------------------|
 TJ0781| PID    Reference Object                     Distance      Geod. Az  |
 TJ0781|                                                           dddmmss.s |
 TJ0781| TJ0785 N 268                               APPROX. 2.3 KM 0740316.7 |
 TJ0781|---------------------------------------------------------------------|
 TJ0781
 TJ0781                          SUPERSEDED SURVEY CONTROL
 TJ0781
 TJ0781  NAD 83(1986)-  48 59 58.19643(N)    106 04 24.47941(W) AD(       ) 3
 TJ0781
 TJ0781.Superseded values are not recommended for survey control.
 TJ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0781.See file dsdata.txt to determine how the superseded data were derived.
 TJ0781
 TJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ2148427955(NAD 83)
 TJ0781_MARKER: Z = SEE DESCRIPTION
 TJ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0781+STABILITY: SURFACE MOTION
 TJ0781
 TJ0781  HISTORY     - Date     Condition        Report By
 TJ0781  HISTORY     - 1910     MONUMENTED       IBC
 TJ0781  HISTORY     - 1975     GOOD             IBC
 TJ0781
 TJ0781                          STATION DESCRIPTION
 TJ0781
 TJ0781'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0781'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0781'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0781'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0781'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0781'
 TJ0781'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0781'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0781'---OCTOBER 20, 1818---.
 TJ0781'
 TJ0781'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0781'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0781'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0781'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0781'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0781'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0781'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0781'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0781'
 TJ0781'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0781'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0781'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0781'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0781'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0781'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0781'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0781'AND---CANADA---ON THE WEST SIDE.
 TJ0781'
 TJ0781'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0781'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0781'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0781'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0781'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0781
 TJ0781                          STATION RECOVERY (1975)
 TJ0781
 TJ0781'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0782 ***********************************************************************
 TJ0782  DESIGNATION -  BOUNDARY MON 519 CD US
 TJ0782  PID         -  TJ0782
 TJ0782  STATE/COUNTY-  MT/VALLEY
 TJ0782  USGS QUAD   -  BROCKWAY SPRING (1973)
 TJ0782
 TJ0782                         *CURRENT SURVEY CONTROL
 TJ0782  ___________________________________________________________________
 TJ0782* NAD 83(1992)-  48 59 58.29603(N)    106 02 36.80347(W)     ADJUSTED  
 TJ0782* NAVD 88     -       912.     (meters)    2992.     (feet)  SCALED    
 TJ0782  ___________________________________________________________________
 TJ0782  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 TJ0782  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TJ0782
 TJ0782  HORZ ORDER  -  THIRD
 TJ0782
 TJ0782.The horizontal coordinates were established by classical geodetic methods
 TJ0782.and adjusted by the National Geodetic Survey in July 1992..
 TJ0782
 TJ0782.The orthometric height was scaled from a topographic map.
 TJ0782
 TJ0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0782
 TJ0782.The geoid height was determined by GEOID03.
 TJ0782
 TJ0782;                    North         East     Units Scale Factor Converg.
 TJ0782;SPC MT       -   533,394.482   852,834.412   MT  0.99999971   +2 31 42.3
 TJ0782;SPC MT       - 1,749,981.90  2,798,013.16   iFT  0.99999971   +2 31 42.3
 TJ0782;UTM  13      - 5,427,927.789   423,671.501   MT  0.99967157   -0 47 15.4
 TJ0782
 TJ0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0782!SPC MT       -   0.99985986  x   0.99999971  =   0.99985957
 TJ0782!UTM  13      -   0.99985986  x   0.99967157  =   0.99953148
 TJ0782
 TJ0782:                Primary Azimuth Mark                     Grid Az
 TJ0782:SPC MT       -  BOUNDARY MON 520 CD US                   087 23 09.9
 TJ0782:UTM  13      -  BOUNDARY MON 520 CD US                   090 42 07.6
 TJ0782
 TJ0782|---------------------------------------------------------------------|
 TJ0782| PID    Reference Object                     Distance      Geod. Az  |
 TJ0782|                                                           dddmmss.s |
 TJ0782| TJ0783 BOUNDARY MON 520 CD US              APPROX. 2.4 KM 0895452.2 |
 TJ0782| TJ0785 N 268                               APPROX. 0.6 KM 3581243.3 |
 TJ0782|---------------------------------------------------------------------|
 TJ0782
 TJ0782                          SUPERSEDED SURVEY CONTROL
 TJ0782
 TJ0782  NAD 83(1986)-  48 59 58.29644(N)    106 02 36.80305(W) AD(       ) 3
 TJ0782
 TJ0782.Superseded values are not recommended for survey control.
 TJ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0782.See file dsdata.txt to determine how the superseded data were derived.
 TJ0782
 TJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ2367227928(NAD 83)
 TJ0782_MARKER: Z = SEE DESCRIPTION
 TJ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0782+STABILITY: SURFACE MOTION
 TJ0782
 TJ0782  HISTORY     - Date     Condition        Report By
 TJ0782  HISTORY     - 1910     MONUMENTED       IBC
 TJ0782  HISTORY     - 1975     GOOD             IBC
 TJ0782
 TJ0782                          STATION DESCRIPTION
 TJ0782
 TJ0782'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0782'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0782'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0782'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0782'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0782'
 TJ0782'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0782'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0782'---OCTOBER 20, 1818---.
 TJ0782'
 TJ0782'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0782'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0782'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0782'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0782'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0782'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0782'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0782'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0782'
 TJ0782'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0782'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0782'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0782'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0782'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0782'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0782'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0782'AND---CANADA---ON THE WEST SIDE.
 TJ0782'
 TJ0782'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0782'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0782'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0782'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0782'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0782
 TJ0782                          STATION RECOVERY (1975)
 TJ0782
 TJ0782'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0783 ***********************************************************************
 TJ0783  DESIGNATION -  BOUNDARY MON 520 CD US
 TJ0783  PID         -  TJ0783
 TJ0783  STATE/COUNTY-  MT/VALLEY
 TJ0783  USGS QUAD   -  BROCKWAY SPRING (1973)
 TJ0783
 TJ0783                         *CURRENT SURVEY CONTROL
 TJ0783  ___________________________________________________________________
 TJ0783* NAD 83(1992)-  48 59 58.39356(N)    106 00 41.04533(W)     ADJUSTED  
 TJ0783* NAVD 88     -       904.     (meters)    2966.     (feet)  SCALED    
 TJ0783  ___________________________________________________________________
 TJ0783  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 TJ0783  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TJ0783
 TJ0783  HORZ ORDER  -  THIRD
 TJ0783
 TJ0783.The horizontal coordinates were established by classical geodetic methods
 TJ0783.and adjusted by the National Geodetic Survey in July 1992..
 TJ0783
 TJ0783.The orthometric height was scaled from a topographic map.
 TJ0783
 TJ0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0783
 TJ0783.The geoid height was determined by GEOID03.
 TJ0783
 TJ0783;                    North         East     Units Scale Factor Converg.
 TJ0783;SPC MT       -   533,501.770   855,184.830   MT  0.99999973   +2 33 06.9
 TJ0783;SPC MT       - 1,750,333.89  2,805,724.51   iFT  0.99999973   +2 33 06.9
 TJ0783;UTM  13      - 5,427,898.967   426,023.411   MT  0.99966723   -0 45 48.0
 TJ0783
 TJ0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0783!SPC MT       -   0.99986112  x   0.99999973  =   0.99986085
 TJ0783!UTM  13      -   0.99986112  x   0.99966723  =   0.99952839
 TJ0783
 TJ0783:                Primary Azimuth Mark                     Grid Az
 TJ0783:SPC MT       -  BOUNDARY MON 521 CD US                   087 21 10.1
 TJ0783:UTM  13      -  BOUNDARY MON 521 CD US                   090 40 05.0
 TJ0783
 TJ0783|---------------------------------------------------------------------|
 TJ0783| PID    Reference Object                     Distance      Geod. Az  |
 TJ0783|                                                           dddmmss.s |
 TJ0783| TH0802 BOUNDARY MON 521 CD US              APPROX. 2.5 KM 0895417.0 |
 TJ0783|---------------------------------------------------------------------|
 TJ0783
 TJ0783                          SUPERSEDED SURVEY CONTROL
 TJ0783
 TJ0783  NAD 83(1986)-  48 59 58.39394(N)    106 00 41.04477(W) AD(       ) 3
 TJ0783
 TJ0783.Superseded values are not recommended for survey control.
 TJ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0783.See file dsdata.txt to determine how the superseded data were derived.
 TJ0783
 TJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ2602327899(NAD 83)
 TJ0783_MARKER: Z = SEE DESCRIPTION
 TJ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0783+STABILITY: SURFACE MOTION
 TJ0783
 TJ0783  HISTORY     - Date     Condition        Report By
 TJ0783  HISTORY     - 1910     MONUMENTED       IBC
 TJ0783  HISTORY     - 1975     GOOD             IBC
 TJ0783
 TJ0783                          STATION DESCRIPTION
 TJ0783
 TJ0783'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0783'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TJ0783'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TJ0783'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TJ0783'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TJ0783'
 TJ0783'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TJ0783'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TJ0783'---OCTOBER 20, 1818---.
 TJ0783'
 TJ0783'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TJ0783'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TJ0783'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TJ0783'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TJ0783'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TJ0783'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TJ0783'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TJ0783'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TJ0783'
 TJ0783'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TJ0783'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TJ0783'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TJ0783'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TJ0783'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TJ0783'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TJ0783'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TJ0783'AND---CANADA---ON THE WEST SIDE.
 TJ0783'
 TJ0783'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TJ0783'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TJ0783'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TJ0783'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TJ0783'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TJ0783
 TJ0783                          STATION RECOVERY (1975)
 TJ0783
 TJ0783'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TJ0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0803 ***********************************************************************
 TH0803  DESIGNATION -  BOUNDARY MON 521 A
 TH0803  PID         -  TH0803
 TH0803  STATE/COUNTY-  MT/VALLEY
 TH0803  USGS QUAD   -  FLAHERTY COULEE (1973)
 TH0803
 TH0803                         *CURRENT SURVEY CONTROL
 TH0803  ___________________________________________________________________
 TH0803* NAD 83(1992)-  48 59 58.60335(N)    105 56 46.63490(W)     ADJUSTED  
 TH0803* NAVD 88     -       877.     (meters)    2877.     (feet)  SCALED    
 TH0803  ___________________________________________________________________
 TH0803  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 TH0803  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TH0803
 TH0803  HORZ ORDER  -  THIRD
 TH0803
 TH0803.The horizontal coordinates were established by classical geodetic methods
 TH0803.and adjusted by the National Geodetic Survey in July 1992..
 TH0803
 TH0803.The orthometric height was scaled from a topographic map.
 TH0803
 TH0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0803
 TH0803.The geoid height was determined by GEOID03.
 TH0803
 TH0803;                    North         East     Units Scale Factor Converg.
 TH0803;SPC MT       -   533,722.363   859,944.272   MT  0.99999976   +2 35 58.4
 TH0803;SPC MT       - 1,751,057.62  2,821,339.48   iFT  0.99999976   +2 35 58.4
 TH0803;UTM  13      - 5,427,844.033   430,786.042   MT  0.99965885   -0 42 51.1
 TH0803
 TH0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0803!SPC MT       -   0.99986535  x   0.99999976  =   0.99986511
 TH0803!UTM  13      -   0.99986535  x   0.99965885  =   0.99952424
 TH0803
 TH0803|---------------------------------------------------------------------|
 TH0803| PID    Reference Object                     Distance      Geod. Az  |
 TH0803|                                                           dddmmss.s |
 TH0803| TH0804 BOUNDARY MON 522 CD US               75.430 METERS 08956     |
 TH0803| TH0802 BOUNDARY MON 521 CD US              APPROX. 2.3 KM 2695619.5 |
 TH0803|---------------------------------------------------------------------|
 TH0803
 TH0803                          SUPERSEDED SURVEY CONTROL
 TH0803
 TH0803  NAD 83(1986)-  48 59 58.60368(N)    105 56 46.63417(W) AD(       ) 3
 TH0803
 TH0803.Superseded values are not recommended for survey control.
 TH0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0803.See file dsdata.txt to determine how the superseded data were derived.
 TH0803
 TH0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ3078627844(NAD 83)
 TH0803_MARKER: DU = BOUNDARY MARKER
 TH0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0803+STABILITY: SURFACE MOTION
 TH0803
 TH0803  HISTORY     - Date     Condition        Report By
 TH0803  HISTORY     - 1945     MONUMENTED       IBC
 TH0803
 TH0803                          STATION DESCRIPTION
 TH0803
 TH0803'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TH0803'A SMALL CONCRETE MONUMENT SET ON THE STRAIGHT - LINE COURSE OF THE
 TH0803'BOUNDARY BETWEEN MONUMENTS 521 AND 522, ON THE OPPOSITE SIDE OF THE
 TH0803'PUBLIC ROAD FROM 522.  TOGETHER WITH MONUMENT 522 IT MARKS THE
 TH0803'BOUNDARY CROSSING OF THE HIGHWAY BETWEEN PEERLESS, MONTANA, AND
 TH0803'ROCK GLEN, SASKATCHEWAN.  THIS HIGHWAY IS DESIGNATED SASKATCHEWAN
 TH0803'2 NORTH OF THE BOUNDARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0802 ***********************************************************************
 TH0802  DESIGNATION -  BOUNDARY MON 521 CD US
 TH0802  PID         -  TH0802
 TH0802  STATE/COUNTY-  MT/VALLEY
 TH0802  USGS QUAD   -  FLAHERTY COULEE (1973)
 TH0802
 TH0802                         *CURRENT SURVEY CONTROL
 TH0802  ___________________________________________________________________
 TH0802* NAD 83(1992)-  48 59 58.50934(N)    105 58 38.76275(W)     ADJUSTED  
 TH0802* NAVD 88     -       896.     (meters)    2940.     (feet)  SCALED    
 TH0802  ___________________________________________________________________
 TH0802  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TH0802  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TH0802
 TH0802  HORZ ORDER  -  THIRD
 TH0802
 TH0802.The horizontal coordinates were established by classical geodetic methods
 TH0802.and adjusted by the National Geodetic Survey in July 1992..
 TH0802
 TH0802.The orthometric height was scaled from a topographic map.
 TH0802
 TH0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0802
 TH0802.The geoid height was determined by GEOID03.
 TH0802
 TH0802;                    North         East     Units Scale Factor Converg.
 TH0802;SPC MT       -   533,616.546   857,667.656   MT  0.99999975   +2 34 36.4
 TH0802;SPC MT       - 1,750,710.45  2,813,870.26   iFT  0.99999975   +2 34 36.4
 TH0802;UTM  13      - 5,427,869.996   428,507.888   MT  0.99966279   -0 44 15.7
 TH0802
 TH0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0802!SPC MT       -   0.99986237  x   0.99999975  =   0.99986212
 TH0802!UTM  13      -   0.99986237  x   0.99966279  =   0.99952521
 TH0802
 TH0802:                Primary Azimuth Mark                     Grid Az
 TH0802:SPC MT       -  BOUNDARY MON 520 CD US                   267 21 12.9
 TH0802:UTM  13      -  BOUNDARY MON 520 CD US                   270 40 05.0
 TH0802
 TH0802|---------------------------------------------------------------------|
 TH0802| PID    Reference Object                     Distance      Geod. Az  |
 TH0802|                                                           dddmmss.s |
 TH0802| TJ0783 BOUNDARY MON 520 CD US              APPROX. 2.5 KM 2695549.3 |
 TH0802|---------------------------------------------------------------------|
 TH0802
 TH0802                          SUPERSEDED SURVEY CONTROL
 TH0802
 TH0802  NAD 83(1986)-  48 59 58.50970(N)    105 58 38.76212(W) AD(       ) 3
 TH0802
 TH0802.Superseded values are not recommended for survey control.
 TH0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0802.See file dsdata.txt to determine how the superseded data were derived.
 TH0802
 TH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ2850827870(NAD 83)
 TH0802_MARKER: Z = SEE DESCRIPTION
 TH0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0802+STABILITY: SURFACE MOTION
 TH0802
 TH0802  HISTORY     - Date     Condition        Report By
 TH0802  HISTORY     - 1910     MONUMENTED       IBC
 TH0802  HISTORY     - 1945     GOOD             IBC
 TH0802  HISTORY     - 1975     GOOD             IBC
 TH0802
 TH0802                          STATION DESCRIPTION
 TH0802
 TH0802'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0802'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0802'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0802'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0802'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0802'
 TH0802'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0802'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0802'---OCTOBER 20, 1818---.
 TH0802'
 TH0802'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0802'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0802'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0802'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0802'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0802'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0802'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0802'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0802'
 TH0802'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0802'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0802'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0802'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0802'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0802'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0802'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0802'AND---CANADA---ON THE WEST SIDE.
 TH0802'
 TH0802'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0802'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0802'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0802'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0802'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0802
 TH0802                          STATION RECOVERY (1945)
 TH0802
 TH0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TH0802'RECOVERED IN GOOD CONDITION.
 TH0802
 TH0802                          STATION RECOVERY (1975)
 TH0802
 TH0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0804 ***********************************************************************
 TH0804  DESIGNATION -  BOUNDARY MON 522 CD US
 TH0804  PID         -  TH0804
 TH0804  STATE/COUNTY-  MT/VALLEY
 TH0804  USGS QUAD   -  FLAHERTY COULEE (1973)
 TH0804
 TH0804                         *CURRENT SURVEY CONTROL
 TH0804  ___________________________________________________________________
 TH0804* NAD 83(1992)-  48 59 58.60593(N)    105 56 42.92382(W)     ADJUSTED  
 TH0804* NAVD 88     -       876.     (meters)    2874.     (feet)  SCALED    
 TH0804  ___________________________________________________________________
 TH0804  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 TH0804  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TH0804
 TH0804  HORZ ORDER  -  THIRD
 TH0804
 TH0804.The horizontal coordinates were established by classical geodetic methods
 TH0804.and adjusted by the National Geodetic Survey in July 1992..
 TH0804
 TH0804.The orthometric height was scaled from a topographic map.
 TH0804
 TH0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0804
 TH0804.The geoid height was determined by GEOID03.
 TH0804
 TH0804;                    North         East     Units Scale Factor Converg.
 TH0804;SPC MT       -   533,725.864   860,019.621   MT  0.99999976   +2 36 01.1
 TH0804;SPC MT       - 1,751,069.11  2,821,586.68   iFT  0.99999976   +2 36 01.1
 TH0804;UTM  13      - 5,427,843.174   430,861.441   MT  0.99965872   -0 42 48.3
 TH0804
 TH0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0804!SPC MT       -   0.99986551  x   0.99999976  =   0.99986527
 TH0804!UTM  13      -   0.99986551  x   0.99965872  =   0.99952427
 TH0804
 TH0804|---------------------------------------------------------------------|
 TH0804| PID    Reference Object                     Distance      Geod. Az  |
 TH0804|                                                           dddmmss.s |
 TH0804| TH0803 BOUNDARY MON 521 A                   75.430 METERS 26956     |
 TH0804| TH0802 BOUNDARY MON 521 CD US              APPROX. 2.4 KM 2695622.3 |
 TH0804|---------------------------------------------------------------------|
 TH0804
 TH0804                          SUPERSEDED SURVEY CONTROL
 TH0804
 TH0804  NAD 83(1986)-  48 59 58.60625(N)    105 56 42.92311(W) AD(       ) 3
 TH0804
 TH0804.Superseded values are not recommended for survey control.
 TH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0804.See file dsdata.txt to determine how the superseded data were derived.
 TH0804
 TH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ3086127843(NAD 83)
 TH0804_MARKER: Z = SEE DESCRIPTION
 TH0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0804+STABILITY: SURFACE MOTION
 TH0804
 TH0804  HISTORY     - Date     Condition        Report By
 TH0804  HISTORY     - 1910     MONUMENTED       IBC
 TH0804  HISTORY     - 1941     GOOD             IBC
 TH0804  HISTORY     - 1945     GOOD             IBC
 TH0804  HISTORY     - 1975     GOOD             IBC
 TH0804
 TH0804                          STATION DESCRIPTION
 TH0804
 TH0804'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0804'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0804'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0804'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0804'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0804'
 TH0804'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0804'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0804'---OCTOBER 20, 1818---.
 TH0804'
 TH0804'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0804'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0804'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0804'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0804'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0804'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0804'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0804'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0804'
 TH0804'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0804'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0804'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0804'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0804'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0804'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0804'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0804'AND---CANADA---ON THE WEST SIDE.
 TH0804'
 TH0804'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0804'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0804'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0804'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0804'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0804
 TH0804                          STATION RECOVERY (1941)
 TH0804
 TH0804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TH0804'RECOVERED IN GOOD CONDITION.
 TH0804
 TH0804                          STATION RECOVERY (1945)
 TH0804
 TH0804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TH0804'RECOVERED IN GOOD CONDITION.
 TH0804
 TH0804                          STATION RECOVERY (1975)
 TH0804
 TH0804'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0805 ***********************************************************************
 TH0805  DESIGNATION -  BOUNDARY MON 523 CD US
 TH0805  PID         -  TH0805
 TH0805  STATE/COUNTY-  MT/VALLEY
 TH0805  USGS QUAD   -  FLAHERTY COULEE (1973)
 TH0805
 TH0805                         *CURRENT SURVEY CONTROL
 TH0805  ___________________________________________________________________
 TH0805* NAD 83(1992)-  48 59 58.70594(N)    105 54 41.00069(W)     ADJUSTED  
 TH0805* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 TH0805  ___________________________________________________________________
 TH0805  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 TH0805  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TH0805
 TH0805  HORZ ORDER  -  THIRD
 TH0805
 TH0805.The horizontal coordinates were established by classical geodetic methods
 TH0805.and adjusted by the National Geodetic Survey in July 1992..
 TH0805
 TH0805.The orthometric height was scaled from a topographic map.
 TH0805
 TH0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0805
 TH0805.The geoid height was determined by GEOID03.
 TH0805
 TH0805;                    North         East     Units Scale Factor Converg.
 TH0805;SPC MT       -   533,841.916   862,495.070   MT  0.99999978   +2 37 30.3
 TH0805;SPC MT       - 1,751,449.86  2,829,708.23   iFT  0.99999978   +2 37 30.3
 TH0805;UTM  13      - 5,427,815.969   433,338.610   MT  0.99965459   -0 41 16.3
 TH0805
 TH0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0805!SPC MT       -   0.99986645  x   0.99999978  =   0.99986623
 TH0805!UTM  13      -   0.99986645  x   0.99965459  =   0.99952108
 TH0805
 TH0805                          SUPERSEDED SURVEY CONTROL
 TH0805
 TH0805  NAD 83(1986)-  48 59 58.70625(N)    105 54 40.99999(W) AD(       ) 3
 TH0805
 TH0805.Superseded values are not recommended for survey control.
 TH0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0805.See file dsdata.txt to determine how the superseded data were derived.
 TH0805
 TH0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ3333927816(NAD 83)
 TH0805_MARKER: Z = SEE DESCRIPTION
 TH0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0805+STABILITY: SURFACE MOTION
 TH0805
 TH0805  HISTORY     - Date     Condition        Report By
 TH0805  HISTORY     - 1910     MONUMENTED       IBC
 TH0805  HISTORY     - 1975     GOOD             IBC
 TH0805
 TH0805                          STATION DESCRIPTION
 TH0805
 TH0805'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0805'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0805'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0805'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0805'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0805'
 TH0805'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0805'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0805'---OCTOBER 20, 1818---.
 TH0805'
 TH0805'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0805'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0805'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0805'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0805'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0805'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0805'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0805'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0805'
 TH0805'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0805'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0805'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0805'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0805'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0805'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0805'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0805'AND---CANADA---ON THE WEST SIDE.
 TH0805'
 TH0805'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0805'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0805'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0805'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0805'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0805
 TH0805                          STATION RECOVERY (1975)
 TH0805
 TH0805'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0746 ***********************************************************************
 TH0746  DESIGNATION -  BOUNDARY MON 524 CD US
 TH0746  PID         -  TH0746
 TH0746  STATE/COUNTY-  MT/DANIELS
 TH0746  USGS QUAD   -  FLAHERTY COULEE (1973)
 TH0746
 TH0746                         *CURRENT SURVEY CONTROL
 TH0746  ___________________________________________________________________
 TH0746* NAD 83(1999)-  48 59 58.81742(N)    105 52 39.34101(W)     ADJUSTED  
 TH0746* NAVD 88     -       848.2    (meters)    2783.     (feet)  GPS OBS   
 TH0746  ___________________________________________________________________
 TH0746  X           -  -1,147,136.084 (meters)                     COMP
 TH0746  Y           -  -4,033,037.555 (meters)                     COMP
 TH0746  Z           -   4,791,161.880 (meters)                     COMP
 TH0746  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 TH0746  ELLIP HEIGHT-         830.92  (meters)          (05/11/01) GPS OBS
 TH0746  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TH0746
 TH0746  HORZ ORDER  -  FIRST
 TH0746  ELLP ORDER  -  FOURTH    CLASS I
 TH0746
 TH0746.The horizontal coordinates were established by GPS observations
 TH0746.and adjusted by the National Geodetic Survey in May 2001..
 TH0746.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TH0746.DATUM ITEM on the data sheet items page.
 TH0746
 TH0746.The orthometric height was determined by GPS observations and a
 TH0746.high-resolution geoid model.
 TH0746
 TH0746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TH0746
 TH0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0746
 TH0746.The ellipsoidal height was determined by GPS observations
 TH0746.and is referenced to NAD 83.
 TH0746
 TH0746.The geoid height was determined by GEOID03.
 TH0746
 TH0746;                    North         East     Units Scale Factor Converg.
 TH0746;SPC MT       -   533,959.144   864,965.102   MT  0.99999980   +2 38 59.3
 TH0746;SPC MT       - 1,751,834.46  2,837,812.01   iFT  0.99999980   +2 38 59.3
 TH0746;UTM  13      - 5,427,790.286   435,810.430   MT  0.99965062   -0 39 44.5
 TH0746
 TH0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0746!SPC MT       -   0.99986980  x   0.99999980  =   0.99986960
 TH0746!UTM  13      -   0.99986980  x   0.99965062  =   0.99952047
 TH0746
 TH0746:                Primary Azimuth Mark                     Grid Az
 TH0746:SPC MT       -  BOUNDARY MON 523 CD US                   267 16 50.6
 TH0746:UTM  13      -  BOUNDARY MON 523 CD US                   270 35 34.4
 TH0746
 TH0746|---------------------------------------------------------------------|
 TH0746| PID    Reference Object                     Distance      Geod. Az  |
 TH0746|                                                           dddmmss.s |
 TH0746| TH0805 BOUNDARY MON 523 CD US              APPROX. 2.5 KM 2695549.9 |
 TH0746|---------------------------------------------------------------------|
 TH0746
 TH0746                          SUPERSEDED SURVEY CONTROL
 TH0746
 TH0746  NAD 83(1992)-  48 59 58.81692(N)    105 52 39.34119(W) AD(       ) 1
 TH0746  ELLIP H (05/18/00)  831.03   (m)                       GP(       ) 2 2
 TH0746  NAD 83(1992)-  48 59 58.82083(N)    105 52 39.34124(W) AD(       ) 1
 TH0746  ELLIP H (07/28/92)  830.67   (m)                       GP(       ) 5 1
 TH0746  NAD 83(1986)-  48 59 58.82112(N)    105 52 39.34052(W) AD(       ) 1
 TH0746  NGVD 29 (08/25/89)  847.0    (m)         2779.     (f) GPS OBS        
 TH0746
 TH0746.Superseded values are not recommended for survey control.
 TH0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0746.See file dsdata.txt to determine how the superseded data were derived.
 TH0746
 TH0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ3581027790(NAD 83)
 TH0746_MARKER: DU = BOUNDARY MARKER
 TH0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0746_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TH0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0746+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1994
 TH0746
 TH0746  HISTORY     - Date     Condition        Report By
 TH0746  HISTORY     - 1910     MONUMENTED       IBC
 TH0746  HISTORY     - 1910     GOOD             IBC
 TH0746  HISTORY     - 1975     GOOD             IBC
 TH0746  HISTORY     - 19880822 SEE DESCRIPTION  NGS
 TH0746  HISTORY     - 19940919 GOOD             IBC
 TH0746
 TH0746                          STATION DESCRIPTION
 TH0746
 TH0746'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0746'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0746'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0746'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0746'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0746'
 TH0746'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0746'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0746'---OCTOBER 20, 1818---.
 TH0746'
 TH0746'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0746'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0746'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0746'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0746'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0746'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0746'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0746'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0746'
 TH0746'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0746'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0746'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0746'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0746'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0746'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0746'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0746'AND---CANADA---ON THE WEST SIDE.
 TH0746'
 TH0746'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0746'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0746'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0746'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0746'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0746
 TH0746                          STATION RECOVERY (1910)
 TH0746
 TH0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TH0746'RECOVERED IN GOOD CONDITION.
 TH0746
 TH0746                          STATION RECOVERY (1975)
 TH0746
 TH0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0746'RECOVERED IN GOOD CONDITION.
 TH0746
 TH0746                          STATION RECOVERY (1988)
 TH0746
 TH0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TH0746'THE MONUMENT IS LOCATED ABOUT 40.6 KM (25.25 MI) NORTHWEST OF SCOBEY,
 TH0746'31.38 KM (19.50 MI) NORTHEAST OF GLENTANA AND ABOUT 24.14 KM
 TH0746'(15.00 MI) NORTH OF PEERLESS.
 TH0746'TO REACH THE MONUMENT FROM THE RAILROAD CROSSING AT THE EAST EDGE OF
 TH0746'PEERLESS, GO NORTH ON THE PAVED ROAD FOR 3.2 KM (2.00 MI) TO THE
 TH0746'JUNCTION OF COUNTY HIGHWAY 248.  CONTINUE NORTH ON A GRAVEL ROAD FOR
 TH0746'19.15 KM (11.90 MI) TO WHERE THE MAIN GRAVEL ROAD BEARS LEFT.  FOLLOW
 TH0746'THE MAIN GRAVEL ROAD WEST FOR 3.5 KM (2.15 MI) TO A DRIVEWAY ON THE
 TH0746'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.24 KM (0.15 MI) TO A VACANT
 TH0746'FARM HOUSE AND TWO QUONSET BUILDINGS ON THE LEFT.  CONTINUE NORTH ON
 TH0746'A TRACK ROAD FOR 1.45 KM (0.90 MI) TO A GATE IN AN EAST-WEST
 TH0746'FENCELINE.  PASS THROUGH THE GATE AND CONTINUE NORTH ACROSS A WHEAT
 TH0746'FIELD FOR 0.24 KM (0.15 MI) TO AN EAST-WEST FENCE AT THE BOUNDARY.
 TH0746'TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.48 KM
 TH0746'(0.30 MI) TO THE MONUMENT IN THE FENCELINE.
 TH0746'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.49 KM
 TH0746'(0.95 MI) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TH0746'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TH0746'LETTERS --IS CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TH0746'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TH0746'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --524-- IS DRILLED NEAR THE
 TH0746'TOP OF THE EAST SIDE OF THE OBELISK.
 TH0746'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 3 CM TO THE WEST.
 TH0746'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2.5 CM EAST AND 0.5 CM NORTH
 TH0746'OF THE APEX OF THE OBELISK AND ON THE TOP OF THE EAST FACE OF THE
 TH0746'OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY
 TH0746'WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK WILL BE
 TH0746'REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH
 TH0746'MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TH0746'TYPED BY E.A.R.
 TH0746
 TH0746                          STATION RECOVERY (1994)
 TH0746
 TH0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1994 (MDC)
 TH0746'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  IN 1988, THE MONUMENT
 TH0746'WAS OCCUPIED BY GPS.  THE MONUMENT WAS RENEWED IN 1990.  IT IS LOCATED
 TH0746'ABOUT 25 1/4 MILES NORTH-NORTHWEST OF SCOBEY, MONTANA, 19 1/2 MILES
 TH0746'NORTHEAST OF GLENTANA, MONTANA AND ABOUT 15 MILES (24.1 KM) NORTH OF
 TH0746'PEERLESS, MONTANA.
 TH0746'TO REACH THE MONUMENT FROM THE RAILROAD CROSSING AT THE EAST EDGE OF
 TH0746'PEERLESS, MONTANA, GO NORTH ON THE PAVED ROAD FOR 2.0 MILES (3.2 KM)
 TH0746'TO THE JUNCTION OF COUNTY HIGHWAY 248.  CONTINUE NORTH ON A GRAVEL
 TH0746'ROAD FOR 11.9 MILES (19.2 KM) TO WHERE THE MAIN GRAVEL ROAD BEARS
 TH0746'LEFT.  TURN LEFT AND FOLLOW THE MAIN GRAVEL ROAD WEST FOR 2.2 MILES
 TH0746'(3.5 KM) TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.15
 TH0746'MILE (0.24 KM) TO A VACANT FARM HOUSE AND TWO QUONSET BUILDINGS ON THE
 TH0746'LEFT.  CONTINUE NORTH ON A TRACK ROAD FOR 0.9 MILE (1.4 KM) TO A GATE
 TH0746'IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE AND CONTINUE NORTH
 TH0746'ACROSS A WHEAT FIELD FOR 0.15 MILE (0.24 KM) TO AN EAST-WEST FENCE AT
 TH0746'THE BOUNDARY.  TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE FENCE
 TH0746'FOR 0.3 MILE (0.5 KM) TO THE MONUMENT, IN THE FENCE.
 TH0746'THE MONUMENT IS A CAST IRON OBELISK THAT PROJECTS ABOUT 1.18 METERS
 TH0746'(3.87 FT) ABOVE THE TOP OF A 3-FOOT SQUARE CONCRETE BASE WHICH
 TH0746'PROJECTS ABOUT 1 FOOT (0.3 M) (0.3 MT) ABOVE THE SURFACE OF THE
 TH0746'GROUND.  THE BASE OF THE MONUMENT IS 3 FEET (0.9 M) (0.9 MT) SQUARE AT
 TH0746'THE TOP, 3 1/2 FEET SQUARE AT THE BOTTOM AND EXTENDS 6 FEET (1.8 M)
 TH0746'(1.8 MT) BELOW THE SURFACE OF THE GROUND.
 TH0746'INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERS IS ---CONVENTION OF
 TH0746'1818--- ON THE EAST SIDE, ---TREATY OF 1908--- ON THE WEST SIDE,
 TH0746'---UNITED STATES--- ON THE SOUTH SIDE, AND ---CANADA---, ON THE NORTH
 TH0746'SIDE.  THE NUMBER, 524, IS OUTLINED WITH DRILL HOLES NEAR THE TOP OF
 TH0746'THE EAST SIDE OF THE OBELISK.  ---RENEWED 1990--- IS IMPRINTED IN THE
 TH0746'TOP OF THE EAST SIDE OF THE BASE.
 TH0746'NO MAINTENANCE WAS PERFORMED ON THE MONUMENT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0806 ***********************************************************************
 TH0806  DESIGNATION -  BOUNDARY MON 525 CD US
 TH0806  PID         -  TH0806
 TH0806  STATE/COUNTY-  MT/VALLEY
 TH0806  USGS QUAD   -  CARBERT (1973)
 TH0806
 TH0806                         *CURRENT SURVEY CONTROL
 TH0806  ___________________________________________________________________
 TH0806* NAD 83(1992)-  48 59 58.92624(N)    105 50 41.83498(W)     ADJUSTED  
 TH0806* NAVD 88     -       856.     (meters)    2808.     (feet)  SCALED    
 TH0806  ___________________________________________________________________
 TH0806  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 TH0806  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TH0806
 TH0806  HORZ ORDER  -  THIRD
 TH0806
 TH0806.The horizontal coordinates were established by classical geodetic methods
 TH0806.and adjusted by the National Geodetic Survey in July 1992..
 TH0806
 TH0806.The orthometric height was scaled from a topographic map.
 TH0806
 TH0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0806
 TH0806.The geoid height was determined by GEOID03.
 TH0806
 TH0806;                    North         East     Units Scale Factor Converg.
 TH0806;SPC MT       -   534,073.418   867,350.752   MT  0.99999982   +2 40 25.3
 TH0806;SPC MT       - 1,752,209.38  2,845,638.95   iFT  0.99999982   +2 40 25.3
 TH0806;UTM  13      - 5,427,766.559   438,197.859   MT  0.99964692   -0 38 15.8
 TH0806
 TH0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0806!SPC MT       -   0.99986865  x   0.99999982  =   0.99986847
 TH0806!UTM  13      -   0.99986865  x   0.99964692  =   0.99951561
 TH0806
 TH0806:                Primary Azimuth Mark                     Grid Az
 TH0806:SPC MT       -  NICK                                     232 34 12.7
 TH0806:UTM  13      -  NICK                                     235 52 53.8
 TH0806
 TH0806|---------------------------------------------------------------------|
 TH0806| PID    Reference Object                     Distance      Geod. Az  |
 TH0806|                                                           dddmmss.s |
 TH0806| TH0875 NICK                                APPROX. 3.9 KM 2351438.0 |
 TH0806|---------------------------------------------------------------------|
 TH0806
 TH0806                          SUPERSEDED SURVEY CONTROL
 TH0806
 TH0806  NAD 83(1986)-  48 59 58.92651(N)    105 50 41.83425(W) AD(       ) 3
 TH0806
 TH0806.Superseded values are not recommended for survey control.
 TH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0806.See file dsdata.txt to determine how the superseded data were derived.
 TH0806
 TH0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ3819827767(NAD 83)
 TH0806_MARKER: Z = SEE DESCRIPTION
 TH0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0806+STABILITY: SURFACE MOTION
 TH0806
 TH0806  HISTORY     - Date     Condition        Report By
 TH0806  HISTORY     - 1910     MONUMENTED       IBC
 TH0806  HISTORY     - 1975     GOOD             IBC
 TH0806
 TH0806                          STATION DESCRIPTION
 TH0806
 TH0806'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0806'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0806'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0806'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0806'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0806'
 TH0806'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0806'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0806'---OCTOBER 20, 1818---.
 TH0806'
 TH0806'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0806'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0806'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0806'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0806'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0806'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0806'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0806'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0806'
 TH0806'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0806'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0806'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0806'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0806'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0806'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0806'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0806'AND---CANADA---ON THE WEST SIDE.
 TH0806'
 TH0806'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0806'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0806'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0806'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0806'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0806
 TH0806                          STATION RECOVERY (1975)
 TH0806
 TH0806'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0807 ***********************************************************************
 TH0807  DESIGNATION -  BOUNDARY MON 526 CD US
 TH0807  PID         -  TH0807
 TH0807  STATE/COUNTY-  MT/VALLEY
 TH0807  USGS QUAD   -  CARBERT (1973)
 TH0807
 TH0807                         *CURRENT SURVEY CONTROL
 TH0807  ___________________________________________________________________
 TH0807* NAD 83(1992)-  48 59 59.02009(N)    105 48 52.62831(W)     ADJUSTED  
 TH0807* NAVD 88     -       810.     (meters)    2657.     (feet)  SCALED    
 TH0807  ___________________________________________________________________
 TH0807  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 TH0807  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TH0807
 TH0807  HORZ ORDER  -  THIRD
 TH0807
 TH0807.The horizontal coordinates were established by classical geodetic methods
 TH0807.and adjusted by the National Geodetic Survey in July 1992..
 TH0807
 TH0807.The orthometric height was scaled from a topographic map.
 TH0807
 TH0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0807
 TH0807.The geoid height was determined by GEOID03.
 TH0807
 TH0807;                    North         East     Units Scale Factor Converg.
 TH0807;SPC MT       -   534,180.286   869,567.872   MT  0.99999983   +2 41 45.1
 TH0807;SPC MT       - 1,752,559.99  2,852,912.97   iFT  0.99999983   +2 41 45.1
 TH0807;UTM  13      - 5,427,745.204   440,416.664   MT  0.99964361   -0 36 53.3
 TH0807
 TH0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0807!SPC MT       -   0.99987586  x   0.99999983  =   0.99987569
 TH0807!UTM  13      -   0.99987586  x   0.99964361  =   0.99951951
 TH0807
 TH0807:                Primary Azimuth Mark                     Grid Az
 TH0807:SPC MT       -  BOUNDARY MON 525 CD US                   267 14 26.7
 TH0807:UTM  13      -  BOUNDARY MON 525 CD US                   270 33 05.1
 TH0807
 TH0807|---------------------------------------------------------------------|
 TH0807| PID    Reference Object                     Distance      Geod. Az  |
 TH0807|                                                           dddmmss.s |
 TH0807| TH0806 BOUNDARY MON 525 CD US              APPROX. 2.2 KM 2695611.8 |
 TH0807|---------------------------------------------------------------------|
 TH0807
 TH0807                          SUPERSEDED SURVEY CONTROL
 TH0807
 TH0807  NAD 83(1986)-  48 59 59.02034(N)    105 48 52.62745(W) AD(       ) 3
 TH0807
 TH0807.Superseded values are not recommended for survey control.
 TH0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0807.See file dsdata.txt to determine how the superseded data were derived.
 TH0807
 TH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ4041727745(NAD 83)
 TH0807_MARKER: Z = SEE DESCRIPTION
 TH0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0807+STABILITY: SURFACE MOTION
 TH0807
 TH0807  HISTORY     - Date     Condition        Report By
 TH0807  HISTORY     - 1910     MONUMENTED       IBC
 TH0807  HISTORY     - 1975     GOOD             IBC
 TH0807
 TH0807                          STATION DESCRIPTION
 TH0807
 TH0807'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0807'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0807'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0807'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0807'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0807'
 TH0807'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0807'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0807'---OCTOBER 20, 1818---.
 TH0807'
 TH0807'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0807'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0807'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0807'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0807'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0807'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0807'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0807'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0807'
 TH0807'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0807'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0807'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0807'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0807'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0807'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0807'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0807'AND---CANADA---ON THE WEST SIDE.
 TH0807'
 TH0807'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0807'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0807'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0807'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0807'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0807
 TH0807                          STATION RECOVERY (1975)
 TH0807
 TH0807'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0808 ***********************************************************************
 TH0808  DESIGNATION -  BOUNDARY MON 527 CD US
 TH0808  PID         -  TH0808
 TH0808  STATE/COUNTY-  MT/VALLEY
 TH0808  USGS QUAD   -  CARBERT (1973)
 TH0808
 TH0808                         *CURRENT SURVEY CONTROL
 TH0808  ___________________________________________________________________
 TH0808* NAD 83(1992)-  48 59 59.13300(N)    105 46 45.07986(W)     ADJUSTED  
 TH0808* NAVD 88     -       784.     (meters)    2572.     (feet)  SCALED    
 TH0808  ___________________________________________________________________
 TH0808  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 TH0808  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 TH0808
 TH0808  HORZ ORDER  -  THIRD
 TH0808
 TH0808.The horizontal coordinates were established by classical geodetic methods
 TH0808.and adjusted by the National Geodetic Survey in July 1992..
 TH0808
 TH0808.The orthometric height was scaled from a topographic map.
 TH0808
 TH0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0808
 TH0808.The geoid height was determined by GEOID03.
 TH0808
 TH0808;                    North         East     Units Scale Factor Converg.
 TH0808;SPC MT       -   534,306.293   872,157.309   MT  0.99999985   +2 43 18.4
 TH0808;SPC MT       - 1,752,973.40  2,861,408.49   iFT  0.99999985   +2 43 18.4
 TH0808;UTM  13      - 5,427,721.487   443,008.128   MT  0.99963990   -0 35 17.1
 TH0808
 TH0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0808!SPC MT       -   0.99987993  x   0.99999985  =   0.99987978
 TH0808!UTM  13      -   0.99987993  x   0.99963990  =   0.99951988
 TH0808
 TH0808:                Primary Azimuth Mark                     Grid Az
 TH0808:SPC MT       -  BOUNDARY MON 526 CD US                   267 12 52.2
 TH0808:UTM  13      -  BOUNDARY MON 526 CD US                   270 31 27.7
 TH0808
 TH0808|---------------------------------------------------------------------|
 TH0808| PID    Reference Object                     Distance      Geod. Az  |
 TH0808|                                                           dddmmss.s |
 TH0808| TH0807 BOUNDARY MON 526 CD US              APPROX. 2.6 KM 2695610.6 |
 TH0808|---------------------------------------------------------------------|
 TH0808
 TH0808                          SUPERSEDED SURVEY CONTROL
 TH0808
 TH0808  NAD 83(1986)-  48 59 59.13323(N)    105 46 45.07906(W) AD(       ) 3
 TH0808
 TH0808.Superseded values are not recommended for survey control.
 TH0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0808.See file dsdata.txt to determine how the superseded data were derived.
 TH0808
 TH0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ4300827721(NAD 83)
 TH0808_MARKER: Z = SEE DESCRIPTION
 TH0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0808+STABILITY: SURFACE MOTION
 TH0808
 TH0808  HISTORY     - Date     Condition        Report By
 TH0808  HISTORY     - 1910     MONUMENTED       IBC
 TH0808  HISTORY     - 1975     GOOD             IBC
 TH0808
 TH0808                          STATION DESCRIPTION
 TH0808
 TH0808'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0808'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0808'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0808'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0808'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0808'
 TH0808'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0808'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0808'---OCTOBER 20, 1818---.
 TH0808'
 TH0808'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0808'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0808'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0808'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0808'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0808'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0808'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0808'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0808'
 TH0808'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0808'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0808'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0808'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0808'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0808'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0808'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0808'AND---CANADA---ON THE WEST SIDE.
 TH0808'
 TH0808'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0808'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0808'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0808'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0808'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0808
 TH0808                          STATION RECOVERY (1975)
 TH0808
 TH0808'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0809 ***********************************************************************
 TH0809  DESIGNATION -  BOUNDARY MON 528 CD US
 TH0809  PID         -  TH0809
 TH0809  STATE/COUNTY-  MT/VALLEY
 TH0809  USGS QUAD   -  FOUR BUTTES NW (1973)
 TH0809
 TH0809                         *CURRENT SURVEY CONTROL
 TH0809  ___________________________________________________________________
 TH0809* NAD 83(1992)-  48 59 59.25235(N)    105 44 46.87884(W)     ADJUSTED  
 TH0809* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 TH0809  ___________________________________________________________________
 TH0809  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 TH0809  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 TH0809
 TH0809  HORZ ORDER  -  THIRD
 TH0809
 TH0809.The horizontal coordinates were established by classical geodetic methods
 TH0809.and adjusted by the National Geodetic Survey in July 1992..
 TH0809
 TH0809.The orthometric height was scaled from a topographic map.
 TH0809
 TH0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0809
 TH0809.The geoid height was determined by GEOID03.
 TH0809
 TH0809;                    North         East     Units Scale Factor Converg.
 TH0809;SPC MT       -   534,424.565   874,556.904   MT  0.99999987   +2 44 44.9
 TH0809;SPC MT       - 1,753,361.43  2,869,281.18   iFT  0.99999987   +2 44 44.9
 TH0809;UTM  13      - 5,427,701.042   445,409.680   MT  0.99963661   -0 33 47.9
 TH0809
 TH0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0809!SPC MT       -   0.99988103  x   0.99999987  =   0.99988090
 TH0809!UTM  13      -   0.99988103  x   0.99963661  =   0.99951769
 TH0809
 TH0809:                Primary Azimuth Mark                     Grid Az
 TH0809:SPC MT       -  BOUNDARY MON 529 CD US                   087 09 57.9
 TH0809:UTM  13      -  BOUNDARY MON 529 CD US                   090 28 30.7
 TH0809
 TH0809|---------------------------------------------------------------------|
 TH0809| PID    Reference Object                     Distance      Geod. Az  |
 TH0809|                                                           dddmmss.s |
 TH0809| TH0810 BOUNDARY MON 529 CD US              APPROX. 2.4 KM 0895442.8 |
 TH0809|---------------------------------------------------------------------|
 TH0809
 TH0809                          SUPERSEDED SURVEY CONTROL
 TH0809
 TH0809  NAD 83(1986)-  48 59 59.25257(N)    105 44 46.87806(W) AD(       ) 3
 TH0809
 TH0809.Superseded values are not recommended for survey control.
 TH0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0809.See file dsdata.txt to determine how the superseded data were derived.
 TH0809
 TH0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ4541027701(NAD 83)
 TH0809_MARKER: Z = SEE DESCRIPTION
 TH0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0809+STABILITY: SURFACE MOTION
 TH0809
 TH0809  HISTORY     - Date     Condition        Report By
 TH0809  HISTORY     - 1910     MONUMENTED       IBC
 TH0809  HISTORY     - 1975     GOOD             IBC
 TH0809
 TH0809                          STATION DESCRIPTION
 TH0809
 TH0809'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0809'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0809'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0809'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0809'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0809'
 TH0809'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0809'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0809'---OCTOBER 20, 1818---.
 TH0809'
 TH0809'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0809'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0809'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0809'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0809'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0809'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0809'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0809'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0809'
 TH0809'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0809'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0809'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0809'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0809'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0809'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0809'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0809'AND---CANADA---ON THE WEST SIDE.
 TH0809'
 TH0809'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0809'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0809'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0809'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0809'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0809
 TH0809                          STATION RECOVERY (1975)
 TH0809
 TH0809'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0810 ***********************************************************************
 TH0810  DESIGNATION -  BOUNDARY MON 529 CD US
 TH0810  PID         -  TH0810
 TH0810  STATE/COUNTY-  MT/SHERIDAN
 TH0810  USGS QUAD   -  FOUR BUTTES NW (1973)
 TH0810
 TH0810                         *CURRENT SURVEY CONTROL
 TH0810  ___________________________________________________________________
 TH0810* NAD 83(1992)-  48 59 59.35624(N)    105 42 47.14314(W)     ADJUSTED  
 TH0810* NAVD 88     -       774.     (meters)    2539.     (feet)  SCALED    
 TH0810  ___________________________________________________________________
 TH0810  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 TH0810  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 TH0810
 TH0810  HORZ ORDER  -  THIRD
 TH0810
 TH0810.The horizontal coordinates were established by classical geodetic methods
 TH0810.and adjusted by the National Geodetic Survey in July 1992..
 TH0810
 TH0810.The orthometric height was scaled from a topographic map.
 TH0810
 TH0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0810
 TH0810.The geoid height was determined by GEOID03.
 TH0810
 TH0810;                    North         East     Units Scale Factor Converg.
 TH0810;SPC MT       -   534,544.873   876,987.628   MT  0.99999989   +2 46 12.5
 TH0810;SPC MT       - 1,753,756.15  2,877,256.00   iFT  0.99999989   +2 46 12.5
 TH0810;UTM  13      - 5,427,680.866   447,842.407   MT  0.99963342   -0 32 17.5
 TH0810
 TH0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0810!SPC MT       -   0.99988151  x   0.99999989  =   0.99988140
 TH0810!UTM  13      -   0.99988151  x   0.99963342  =   0.99951497
 TH0810
 TH0810:                Primary Azimuth Mark                     Grid Az
 TH0810:SPC MT       -  BOUNDARY MON 528 CD US                   267 10 00.7
 TH0810:UTM  13      -  BOUNDARY MON 528 CD US                   270 28 30.7
 TH0810
 TH0810|---------------------------------------------------------------------|
 TH0810| PID    Reference Object                     Distance      Geod. Az  |
 TH0810|                                                           dddmmss.s |
 TH0810| TH0809 BOUNDARY MON 528 CD US              APPROX. 2.4 KM 2695613.2 |
 TH0810|---------------------------------------------------------------------|
 TH0810
 TH0810                          SUPERSEDED SURVEY CONTROL
 TH0810
 TH0810  NAD 83(1986)-  48 59 59.35646(N)    105 42 47.14236(W) AD(       ) 3
 TH0810
 TH0810.Superseded values are not recommended for survey control.
 TH0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0810.See file dsdata.txt to determine how the superseded data were derived.
 TH0810
 TH0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ4784227681(NAD 83)
 TH0810_MARKER: Z = SEE DESCRIPTION
 TH0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0810+STABILITY: SURFACE MOTION
 TH0810
 TH0810  HISTORY     - Date     Condition        Report By
 TH0810  HISTORY     - 1910     MONUMENTED       IBC
 TH0810  HISTORY     - 1975     GOOD             IBC
 TH0810
 TH0810                          STATION DESCRIPTION
 TH0810
 TH0810'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0810'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0810'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0810'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0810'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0810'
 TH0810'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0810'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0810'---OCTOBER 20, 1818---.
 TH0810'
 TH0810'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0810'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0810'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0810'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0810'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0810'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0810'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0810'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0810'
 TH0810'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0810'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0810'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0810'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0810'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0810'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0810'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0810'AND---CANADA---ON THE WEST SIDE.
 TH0810'
 TH0810'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0810'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0810'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0810'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0810'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0810
 TH0810                          STATION RECOVERY (1975)
 TH0810
 TH0810'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0811 ***********************************************************************
 TH0811  DESIGNATION -  BOUNDARY MON 530 CD US
 TH0811  PID         -  TH0811
 TH0811  STATE/COUNTY-  MT/SHERIDAN
 TH0811  USGS QUAD   -  FOUR BUTTES NW (1973)
 TH0811
 TH0811                         *CURRENT SURVEY CONTROL
 TH0811  ___________________________________________________________________
 TH0811* NAD 83(1992)-  48 59 59.26492(N)    105 40 57.94660(W)     ADJUSTED  
 TH0811* NAVD 88     -       795.     (meters)    2608.     (feet)  SCALED    
 TH0811  ___________________________________________________________________
 TH0811  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 TH0811  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 TH0811
 TH0811  HORZ ORDER  -  THIRD
 TH0811
 TH0811.The horizontal coordinates were established by classical geodetic methods
 TH0811.and adjusted by the National Geodetic Survey in July 1992..
 TH0811
 TH0811.The orthometric height was scaled from a topographic map.
 TH0811
 TH0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0811
 TH0811.The geoid height was determined by GEOID03.
 TH0811
 TH0811;                    North         East     Units Scale Factor Converg.
 TH0811;SPC MT       -   534,649.750   879,204.633   MT  0.99999987   +2 47 32.4
 TH0811;SPC MT       - 1,754,100.23  2,884,529.64   iFT  0.99999987   +2 47 32.4
 TH0811;UTM  13      - 5,427,657.649   450,060.953   MT  0.99963064   -0 30 55.1
 TH0811
 TH0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0811!SPC MT       -   0.99987822  x   0.99999987  =   0.99987809
 TH0811!UTM  13      -   0.99987822  x   0.99963064  =   0.99950890
 TH0811
 TH0811:                Primary Azimuth Mark                     Grid Az
 TH0811:SPC MT       -  FORK                                     113 47 30.8
 TH0811:UTM  13      -  FORK                                     117 05 58.3
 TH0811
 TH0811|---------------------------------------------------------------------|
 TH0811| PID    Reference Object                     Distance      Geod. Az  |
 TH0811|                                                           dddmmss.s |
 TH0811| TH0774 FORK                                APPROX. 2.0 KM 1163503.2 |
 TH0811|---------------------------------------------------------------------|
 TH0811
 TH0811                          SUPERSEDED SURVEY CONTROL
 TH0811
 TH0811  NAD 83(1986)-  48 59 59.26513(N)    105 40 57.94581(W) AD(       ) 3
 TH0811
 TH0811.Superseded values are not recommended for survey control.
 TH0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0811.See file dsdata.txt to determine how the superseded data were derived.
 TH0811
 TH0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ5006127658(NAD 83)
 TH0811_MARKER: Z = SEE DESCRIPTION
 TH0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0811+STABILITY: SURFACE MOTION
 TH0811
 TH0811  HISTORY     - Date     Condition        Report By
 TH0811  HISTORY     - 1910     MONUMENTED       IBC
 TH0811  HISTORY     - 1975     GOOD             IBC
 TH0811
 TH0811                          STATION DESCRIPTION
 TH0811
 TH0811'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0811'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0811'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0811'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0811'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0811'
 TH0811'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0811'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0811'---OCTOBER 20, 1818---.
 TH0811'
 TH0811'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0811'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0811'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0811'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0811'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0811'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0811'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0811'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0811'
 TH0811'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0811'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0811'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0811'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0811'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0811'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0811'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0811'AND---CANADA---ON THE WEST SIDE.
 TH0811'
 TH0811'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0811'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0811'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0811'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0811'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0811
 TH0811                          STATION RECOVERY (1975)
 TH0811
 TH0811'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0812 ***********************************************************************
 TH0812  DESIGNATION -  BOUNDARY MON 531 CD US
 TH0812  PID         -  TH0812
 TH0812  STATE/COUNTY-  MT/SHERIDAN
 TH0812  USGS QUAD   -  FOUR BUTTES NW (1973)
 TH0812
 TH0812                         *CURRENT SURVEY CONTROL
 TH0812  ___________________________________________________________________
 TH0812* NAD 83(1992)-  48 59 59.13356(N)    105 38 52.05916(W)     ADJUSTED  
 TH0812* NAVD 88     -       801.     (meters)    2628.     (feet)  SCALED    
 TH0812  ___________________________________________________________________
 TH0812  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 TH0812  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TH0812
 TH0812  HORZ ORDER  -  THIRD
 TH0812
 TH0812.The horizontal coordinates were established by classical geodetic methods
 TH0812.and adjusted by the National Geodetic Survey in July 1992..
 TH0812
 TH0812.The orthometric height was scaled from a topographic map.
 TH0812
 TH0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0812
 TH0812.The geoid height was determined by GEOID03.
 TH0812
 TH0812;                    North         East     Units Scale Factor Converg.
 TH0812;SPC MT       -   534,770.919   881,760.501   MT  0.99999985   +2 49 04.5
 TH0812;SPC MT       - 1,754,497.77  2,892,915.03   iFT  0.99999985   +2 49 04.5
 TH0812;UTM  13      - 5,427,631.179   452,618.607   MT  0.99962758   -0 29 20.1
 TH0812
 TH0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0812!SPC MT       -   0.99987728  x   0.99999985  =   0.99987713
 TH0812!UTM  13      -   0.99987728  x   0.99962758  =   0.99950491
 TH0812
 TH0812:                Primary Azimuth Mark                     Grid Az
 TH0812:SPC MT       -  BOUNDARY MON 532 CD US                   087 15 17.5
 TH0812:UTM  13      -  BOUNDARY MON 532 CD US                   090 33 42.1
 TH0812
 TH0812|---------------------------------------------------------------------|
 TH0812| PID    Reference Object                     Distance      Geod. Az  |
 TH0812|                                                           dddmmss.s |
 TH0812| TH0813 BOUNDARY MON 532 CD US              APPROX. 2.8 KM 0900422.0 |
 TH0812|---------------------------------------------------------------------|
 TH0812
 TH0812                          SUPERSEDED SURVEY CONTROL
 TH0812
 TH0812  NAD 83(1986)-  48 59 59.13380(N)    105 38 52.05858(W) AD(       ) 3
 TH0812
 TH0812.Superseded values are not recommended for survey control.
 TH0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0812.See file dsdata.txt to determine how the superseded data were derived.
 TH0812
 TH0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ5261927631(NAD 83)
 TH0812_MARKER: Z = SEE DESCRIPTION
 TH0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0812+STABILITY: SURFACE MOTION
 TH0812
 TH0812  HISTORY     - Date     Condition        Report By
 TH0812  HISTORY     - 1911     MONUMENTED       IBC
 TH0812  HISTORY     - 1975     GOOD             IBC
 TH0812
 TH0812                          STATION DESCRIPTION
 TH0812
 TH0812'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0812'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0812'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0812'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0812'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0812'
 TH0812'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0812'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0812'---OCTOBER 20, 1818---.
 TH0812'
 TH0812'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0812'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0812'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0812'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0812'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0812'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0812'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0812'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0812'
 TH0812'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0812'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0812'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0812'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0812'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0812'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0812'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0812'AND---CANADA---ON THE WEST SIDE.
 TH0812'
 TH0812'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0812'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0812'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0812'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0812'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0812
 TH0812                          STATION RECOVERY (1975)
 TH0812
 TH0812'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0813 ***********************************************************************
 TH0813  DESIGNATION -  BOUNDARY MON 532 CD US
 TH0813  PID         -  TH0813
 TH0813  STATE/COUNTY-  MT/SHERIDAN
 TH0813  USGS QUAD   -  FOUR BUTTES NE (1973)
 TH0813
 TH0813                         *CURRENT SURVEY CONTROL
 TH0813  ___________________________________________________________________
 TH0813* NAD 83(1992)-  48 59 58.99436(N)    105 36 33.26959(W)     ADJUSTED  
 TH0813* NAVD 88     -       846.     (meters)    2776.     (feet)  SCALED    
 TH0813  ___________________________________________________________________
 TH0813  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 TH0813  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 TH0813
 TH0813  HORZ ORDER  -  THIRD
 TH0813
 TH0813.The horizontal coordinates were established by classical geodetic methods
 TH0813.and adjusted by the National Geodetic Survey in July 1992..
 TH0813
 TH0813.The orthometric height was scaled from a topographic map.
 TH0813
 TH0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0813
 TH0813.The geoid height was determined by GEOID03.
 TH0813
 TH0813;                    North         East     Units Scale Factor Converg.
 TH0813;SPC MT       -   534,906.002   884,578.250   MT  0.99999983   +2 50 46.0
 TH0813;SPC MT       - 1,754,940.95  2,902,159.61   iFT  0.99999983   +2 50 46.0
 TH0813;UTM  13      - 5,427,603.534   455,438.401   MT  0.99962439   -0 27 35.3
 TH0813
 TH0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0813!SPC MT       -   0.99987023  x   0.99999983  =   0.99987006
 TH0813!UTM  13      -   0.99987023  x   0.99962439  =   0.99949467
 TH0813
 TH0813:                Primary Azimuth Mark                     Grid Az
 TH0813:SPC MT       -  BOUNDARY MON 533 CD US                   087 14 58.5
 TH0813:UTM  13      -  BOUNDARY MON 533 CD US                   090 33 19.8
 TH0813
 TH0813|---------------------------------------------------------------------|
 TH0813| PID    Reference Object                     Distance      Geod. Az  |
 TH0813|                                                           dddmmss.s |
 TH0813| TH0814 BOUNDARY MON 533 CD US              APPROX. 1.8 KM 0900544.5 |
 TH0813|---------------------------------------------------------------------|
 TH0813
 TH0813                          SUPERSEDED SURVEY CONTROL
 TH0813
 TH0813  NAD 83(1986)-  48 59 58.99462(N)    105 36 33.26931(W) AD(       ) 3
 TH0813
 TH0813.Superseded values are not recommended for survey control.
 TH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0813.See file dsdata.txt to determine how the superseded data were derived.
 TH0813
 TH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ5543827604(NAD 83)
 TH0813_MARKER: Z = SEE DESCRIPTION
 TH0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0813+STABILITY: SURFACE MOTION
 TH0813
 TH0813  HISTORY     - Date     Condition        Report By
 TH0813  HISTORY     - 1911     MONUMENTED       IBC
 TH0813  HISTORY     - 1975     GOOD             IBC
 TH0813
 TH0813                          STATION DESCRIPTION
 TH0813
 TH0813'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0813'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0813'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0813'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0813'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0813'
 TH0813'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0813'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0813'---OCTOBER 20, 1818---.
 TH0813'
 TH0813'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0813'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0813'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0813'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0813'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0813'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0813'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0813'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0813'
 TH0813'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0813'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0813'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0813'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0813'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0813'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0813'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0813'AND---CANADA---ON THE WEST SIDE.
 TH0813'
 TH0813'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0813'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0813'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0813'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0813'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0813
 TH0813                          STATION RECOVERY (1975)
 TH0813
 TH0813'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0814 ***********************************************************************
 TH0814  DESIGNATION -  BOUNDARY MON 533 CD US
 TH0814  PID         -  TH0814
 TH0814  STATE/COUNTY-  MT/SHERIDAN
 TH0814  USGS QUAD   -  FOUR BUTTES NE (1973)
 TH0814
 TH0814                         *CURRENT SURVEY CONTROL
 TH0814  ___________________________________________________________________
 TH0814* NAD 83(1992)-  48 59 58.88917(N)    105 35 05.90040(W)     ADJUSTED  
 TH0814* NAVD 88     -       854.8    (meters)    2804.     (feet)  VERTCON   
 TH0814  ___________________________________________________________________
 TH0814  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 TH0814  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 TH0814
 TH0814  HORZ ORDER  -  THIRD
 TH0814
 TH0814.The horizontal coordinates were established by classical geodetic methods
 TH0814.and adjusted by the National Geodetic Survey in July 1992..
 TH0814
 TH0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0814
 TH0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0814
 TH0814.The geoid height was determined by GEOID03.
 TH0814
 TH0814;                    North         East     Units Scale Factor Converg.
 TH0814;SPC MT       -   534,991.208   886,352.040   MT  0.99999981   +2 51 49.9
 TH0814;SPC MT       - 1,755,220.50  2,907,979.13   iFT  0.99999981   +2 51 49.9
 TH0814;UTM  13      - 5,427,586.324   457,213.485   MT  0.99962249   -0 26 29.4
 TH0814
 TH0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0814!SPC MT       -   0.99986880  x   0.99999981  =   0.99986861
 TH0814!UTM  13      -   0.99986880  x   0.99962249  =   0.99949134
 TH0814
 TH0814:                Primary Azimuth Mark                     Grid Az
 TH0814:SPC MT       -  POPLAR                                   354 16 45.0
 TH0814:UTM  13      -  POPLAR                                   357 35 04.3
 TH0814
 TH0814|---------------------------------------------------------------------|
 TH0814| PID    Reference Object                     Distance      Geod. Az  |
 TH0814|                                                           dddmmss.s |
 TH0814| TH0881 POPLAR                              APPROX. 2.5 KM 3570834.9 |
 TH0814|---------------------------------------------------------------------|
 TH0814
 TH0814                          SUPERSEDED SURVEY CONTROL
 TH0814
 TH0814  NAD 83(1986)-  48 59 58.88944(N)    105 35 05.90032(W) AD(       ) 3
 TH0814  NGVD 29 (09/25/89)  854.1    (m)         2802.     (f) VERT ANG       
 TH0814
 TH0814.Superseded values are not recommended for survey control.
 TH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0814.See file dsdata.txt to determine how the superseded data were derived.
 TH0814
 TH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ5721327586(NAD 83)
 TH0814_MARKER: Z = SEE DESCRIPTION
 TH0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0814+STABILITY: SURFACE MOTION
 TH0814
 TH0814  HISTORY     - Date     Condition        Report By
 TH0814  HISTORY     - 1911     MONUMENTED       IBC
 TH0814  HISTORY     - 1975     GOOD             IBC
 TH0814
 TH0814                          STATION DESCRIPTION
 TH0814
 TH0814'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0814'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0814'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0814'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0814'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0814'
 TH0814'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0814'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0814'---OCTOBER 20, 1818---.
 TH0814'
 TH0814'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0814'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0814'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0814'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0814'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0814'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0814'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0814'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0814'
 TH0814'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0814'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0814'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0814'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0814'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0814'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0814'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0814'AND---CANADA---ON THE WEST SIDE.
 TH0814'
 TH0814'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0814'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0814'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0814'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0814'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0814
 TH0814                          STATION RECOVERY (1975)
 TH0814
 TH0814'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0815 ***********************************************************************
 TH0815  DESIGNATION -  BOUNDARY MON 534 CD US
 TH0815  PID         -  TH0815
 TH0815  STATE/COUNTY-  MT/SHERIDAN
 TH0815  USGS QUAD   -  FOUR BUTTES NE (1973)
 TH0815
 TH0815                         *CURRENT SURVEY CONTROL
 TH0815  ___________________________________________________________________
 TH0815* NAD 83(1992)-  48 59 58.80642(N)    105 33 38.91224(W)     ADJUSTED  
 TH0815* NAVD 88     -       839.     (meters)    2753.     (feet)  SCALED    
 TH0815  ___________________________________________________________________
 TH0815  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 TH0815  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 TH0815
 TH0815  HORZ ORDER  -  THIRD
 TH0815
 TH0815.The horizontal coordinates were established by classical geodetic methods
 TH0815.and adjusted by the National Geodetic Survey in July 1992..
 TH0815
 TH0815.The orthometric height was scaled from a topographic map.
 TH0815
 TH0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0815
 TH0815.The geoid height was determined by GEOID03.
 TH0815
 TH0815;                    North         East     Units Scale Factor Converg.
 TH0815;SPC MT       -   535,077.266   888,118.035   MT  0.99999980   +2 52 53.5
 TH0815;SPC MT       - 1,755,502.84  2,913,773.08   iFT  0.99999980   +2 52 53.5
 TH0815;UTM  13      - 5,427,570.431   458,980.835   MT  0.99962067   -0 25 23.7
 TH0815
 TH0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0815!SPC MT       -   0.99987133  x   0.99999980  =   0.99987113
 TH0815!UTM  13      -   0.99987133  x   0.99962067  =   0.99949205
 TH0815
 TH0815:                Primary Azimuth Mark                     Grid Az
 TH0815:SPC MT       -  BOUNDARY MON 533 CD US                   267 12 37.5
 TH0815:UTM  13      -  BOUNDARY MON 533 CD US                   270 30 54.7
 TH0815
 TH0815|---------------------------------------------------------------------|
 TH0815| PID    Reference Object                     Distance      Geod. Az  |
 TH0815|                                                           dddmmss.s |
 TH0815| TH0814 BOUNDARY MON 533 CD US              APPROX. 1.8 KM 2700531.0 |
 TH0815|---------------------------------------------------------------------|
 TH0815
 TH0815                          SUPERSEDED SURVEY CONTROL
 TH0815
 TH0815  NAD 83(1986)-  48 59 58.80676(N)    105 33 38.91236(W) AD(       ) 3
 TH0815
 TH0815.Superseded values are not recommended for survey control.
 TH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0815.See file dsdata.txt to determine how the superseded data were derived.
 TH0815
 TH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ5898127570(NAD 83)
 TH0815_MARKER: Z = SEE DESCRIPTION
 TH0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0815+STABILITY: SURFACE MOTION
 TH0815
 TH0815  HISTORY     - Date     Condition        Report By
 TH0815  HISTORY     - 1911     MONUMENTED       IBC
 TH0815  HISTORY     - 1975     GOOD             IBC
 TH0815
 TH0815                          STATION DESCRIPTION
 TH0815
 TH0815'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0815'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0815'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0815'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0815'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0815'
 TH0815'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0815'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0815'---OCTOBER 20, 1818---.
 TH0815'
 TH0815'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0815'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0815'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0815'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0815'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0815'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0815'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0815'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0815'
 TH0815'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0815'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0815'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0815'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0815'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0815'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0815'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0815'AND---CANADA---ON THE WEST SIDE.
 TH0815'
 TH0815'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0815'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0815'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0815'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0815'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0815
 TH0815                          STATION RECOVERY (1975)
 TH0815
 TH0815'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0816 ***********************************************************************
 TH0816  DESIGNATION -  BOUNDARY MON 535 CD US
 TH0816  PID         -  TH0816
 TH0816  STATE/COUNTY-  MT/SHERIDAN
 TH0816  USGS QUAD   -  FOUR BUTTES NE (1973)
 TH0816
 TH0816                         *CURRENT SURVEY CONTROL
 TH0816  ___________________________________________________________________
 TH0816* NAD 83(1992)-  48 59 58.66399(N)    105 31 06.17046(W)     ADJUSTED  
 TH0816* NAVD 88     -       840.     (meters)    2756.     (feet)  SCALED    
 TH0816  ___________________________________________________________________
 TH0816  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TH0816  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TH0816
 TH0816  HORZ ORDER  -  THIRD
 TH0816
 TH0816.The horizontal coordinates were established by classical geodetic methods
 TH0816.and adjusted by the National Geodetic Survey in July 1992..
 TH0816
 TH0816.The orthometric height was scaled from a topographic map.
 TH0816
 TH0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0816
 TH0816.The geoid height was determined by GEOID03.
 TH0816
 TH0816;                    North         East     Units Scale Factor Converg.
 TH0816;SPC MT       -   535,229.782   891,218.863   MT  0.99999977   +2 54 45.3
 TH0816;SPC MT       - 1,756,003.22  2,923,946.40   iFT  0.99999977   +2 54 45.3
 TH0816;UTM  13      - 5,427,543.976   462,084.118   MT  0.99961766   -0 23 28.4
 TH0816
 TH0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0816!SPC MT       -   0.99987105  x   0.99999977  =   0.99987082
 TH0816!UTM  13      -   0.99987105  x   0.99961766  =   0.99948876
 TH0816
 TH0816:                Primary Azimuth Mark                     Grid Az
 TH0816:SPC MT       -  NICE                                     141 37 35.5
 TH0816:UTM  13      -  NICE                                     144 55 49.2
 TH0816
 TH0816|---------------------------------------------------------------------|
 TH0816| PID    Reference Object                     Distance      Geod. Az  |
 TH0816|                                                           dddmmss.s |
 TH0816| TH0874 NICE                                APPROX. 3.5 KM 1443220.8 |
 TH0816| TH0763 COY                                 288.601 METERS 16520     |
 TH0816|---------------------------------------------------------------------|
 TH0816
 TH0816                          SUPERSEDED SURVEY CONTROL
 TH0816
 TH0816  NAD 83(1986)-  48 59 58.66442(N)    105 31 06.17097(W) AD(       ) 3
 TH0816
 TH0816.Superseded values are not recommended for survey control.
 TH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0816.See file dsdata.txt to determine how the superseded data were derived.
 TH0816
 TH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ6208427544(NAD 83)
 TH0816_MARKER: Z = SEE DESCRIPTION
 TH0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0816+STABILITY: SURFACE MOTION
 TH0816
 TH0816  HISTORY     - Date     Condition        Report By
 TH0816  HISTORY     - 1911     MONUMENTED       IBC
 TH0816  HISTORY     - 1975     GOOD             IBC
 TH0816
 TH0816                          STATION DESCRIPTION
 TH0816
 TH0816'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0816'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0816'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0816'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0816'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0816'
 TH0816'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0816'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0816'---OCTOBER 20, 1818---.
 TH0816'
 TH0816'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0816'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0816'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0816'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0816'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0816'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0816'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0816'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0816'
 TH0816'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0816'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0816'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0816'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0816'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0816'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0816'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0816'AND---CANADA---ON THE WEST SIDE.
 TH0816'
 TH0816'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0816'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0816'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0816'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0816'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0816
 TH0816                          STATION RECOVERY (1975)
 TH0816
 TH0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0817 ***********************************************************************
 TH0817  DESIGNATION -  BOUNDARY MON 536 CD US
 TH0817  PID         -  TH0817
 TH0817  STATE/COUNTY-  MT/SHERIDAN
 TH0817  USGS QUAD   -  SCOBEY NW (1973)
 TH0817
 TH0817                         *CURRENT SURVEY CONTROL
 TH0817  ___________________________________________________________________
 TH0817* NAD 83(1992)-  48 59 58.55783(N)    105 29 16.64504(W)     ADJUSTED  
 TH0817* NAVD 88     -       780.     (meters)    2559.     (feet)  SCALED    
 TH0817  ___________________________________________________________________
 TH0817  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 TH0817  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 TH0817
 TH0817  HORZ ORDER  -  THIRD
 TH0817
 TH0817.The horizontal coordinates were established by classical geodetic methods
 TH0817.and adjusted by the National Geodetic Survey in July 1992..
 TH0817
 TH0817.The orthometric height was scaled from a topographic map.
 TH0817
 TH0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0817
 TH0817.The geoid height was determined by GEOID03.
 TH0817
 TH0817;                    North         East     Units Scale Factor Converg.
 TH0817;SPC MT       -   535,340.055   893,442.308   MT  0.99999975   +2 56 05.4
 TH0817;SPC MT       - 1,756,365.01  2,931,241.17   iFT  0.99999975   +2 56 05.4
 TH0817;UTM  13      - 5,427,525.948   464,309.370   MT  0.99961565   -0 22 05.8
 TH0817
 TH0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0817!SPC MT       -   0.99988059  x   0.99999975  =   0.99988034
 TH0817!UTM  13      -   0.99988059  x   0.99961565  =   0.99949628
 TH0817
 TH0817:                Primary Azimuth Mark                     Grid Az
 TH0817:SPC MT       -  COY                                      259 46 25.6
 TH0817:UTM  13      -  COY                                      263 04 36.8
 TH0817
 TH0817|---------------------------------------------------------------------|
 TH0817| PID    Reference Object                     Distance      Geod. Az  |
 TH0817|                                                           dddmmss.s |
 TH0817| TH0763 COY                                 APPROX. 2.2 KM 2624231.0 |
 TH0817|---------------------------------------------------------------------|
 TH0817
 TH0817                          SUPERSEDED SURVEY CONTROL
 TH0817
 TH0817  NAD 83(1986)-  48 59 58.55834(N)    105 29 16.64578(W) AD(       ) 3
 TH0817
 TH0817.Superseded values are not recommended for survey control.
 TH0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0817.See file dsdata.txt to determine how the superseded data were derived.
 TH0817
 TH0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ6430927526(NAD 83)
 TH0817_MARKER: Z = SEE DESCRIPTION
 TH0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0817+STABILITY: SURFACE MOTION
 TH0817
 TH0817  HISTORY     - Date     Condition        Report By
 TH0817  HISTORY     - 1911     MONUMENTED       IBC
 TH0817  HISTORY     - 1975     GOOD             IBC
 TH0817
 TH0817                          STATION DESCRIPTION
 TH0817
 TH0817'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0817'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0817'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0817'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0817'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0817'
 TH0817'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0817'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0817'---OCTOBER 20, 1818---.
 TH0817'
 TH0817'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0817'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0817'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0817'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0817'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0817'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0817'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0817'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0817'
 TH0817'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0817'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0817'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0817'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0817'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0817'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0817'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0817'AND---CANADA---ON THE WEST SIDE.
 TH0817'
 TH0817'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0817'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0817'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0817'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0817'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0817
 TH0817                          STATION RECOVERY (1975)
 TH0817
 TH0817'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0818 ***********************************************************************
 TH0818  DESIGNATION -  BOUNDARY MON 537 CD US
 TH0818  PID         -  TH0818
 TH0818  STATE/COUNTY-  MT/SHERIDAN
 TH0818  USGS QUAD   -  SCOBEY NW (1973)
 TH0818
 TH0818                         *CURRENT SURVEY CONTROL
 TH0818  ___________________________________________________________________
 TH0818* NAD 83(1992)-  48 59 58.47269(N)    105 27 46.60155(W)     ADJUSTED  
 TH0818* NAVD 88     -       757.     (meters)    2484.     (feet)  SCALED    
 TH0818  ___________________________________________________________________
 TH0818  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 TH0818  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 TH0818
 TH0818  HORZ ORDER  -  THIRD
 TH0818
 TH0818.The horizontal coordinates were established by classical geodetic methods
 TH0818.and adjusted by the National Geodetic Survey in July 1992..
 TH0818
 TH0818.The orthometric height was scaled from a topographic map.
 TH0818
 TH0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0818
 TH0818.The geoid height was determined by GEOID03.
 TH0818
 TH0818;                    North         East     Units Scale Factor Converg.
 TH0818;SPC MT       -   535,431.426   895,270.221   MT  0.99999974   +2 57 11.2
 TH0818;SPC MT       - 1,756,664.78  2,937,238.26   iFT  0.99999974   +2 57 11.2
 TH0818;UTM  13      - 5,427,511.862   466,138.806   MT  0.99961409   -0 20 57.8
 TH0818
 TH0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0818!SPC MT       -   0.99988419  x   0.99999974  =   0.99988393
 TH0818!UTM  13      -   0.99988419  x   0.99961409  =   0.99949833
 TH0818
 TH0818:                Primary Azimuth Mark                     Grid Az
 TH0818:SPC MT       -  NICE                                     212 53 38.8
 TH0818:UTM  13      -  NICE                                     216 11 47.8
 TH0818
 TH0818|---------------------------------------------------------------------|
 TH0818| PID    Reference Object                     Distance      Geod. Az  |
 TH0818|                                                           dddmmss.s |
 TH0818| TH0874 NICE                                APPROX. 3.5 KM 2155050.0 |
 TH0818|---------------------------------------------------------------------|
 TH0818
 TH0818                          SUPERSEDED SURVEY CONTROL
 TH0818
 TH0818  NAD 83(1986)-  48 59 58.47327(N)    105 27 46.60238(W) AD(       ) 3
 TH0818
 TH0818.Superseded values are not recommended for survey control.
 TH0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0818.See file dsdata.txt to determine how the superseded data were derived.
 TH0818
 TH0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ6613927512(NAD 83)
 TH0818_MARKER: Z = SEE DESCRIPTION
 TH0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0818+STABILITY: SURFACE MOTION
 TH0818
 TH0818  HISTORY     - Date     Condition        Report By
 TH0818  HISTORY     - 1911     MONUMENTED       IBC
 TH0818  HISTORY     - 1975     GOOD             IBC
 TH0818
 TH0818                          STATION DESCRIPTION
 TH0818
 TH0818'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0818'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0818'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0818'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0818'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0818'
 TH0818'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0818'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0818'---OCTOBER 20, 1818---.
 TH0818'
 TH0818'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0818'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0818'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0818'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0818'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0818'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0818'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0818'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0818'
 TH0818'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0818'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0818'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0818'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0818'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0818'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0818'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0818'AND---CANADA---ON THE WEST SIDE.
 TH0818'
 TH0818'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0818'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0818'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0818'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0818'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0818
 TH0818                          STATION RECOVERY (1975)
 TH0818
 TH0818'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0820 ***********************************************************************
 TH0820  DESIGNATION -  BOUNDARY MON 538 A
 TH0820  PID         -  TH0820
 TH0820  STATE/COUNTY-  MT/SHERIDAN
 TH0820  USGS QUAD   -  SCOBEY NW (1973)
 TH0820
 TH0820                         *CURRENT SURVEY CONTROL
 TH0820  ___________________________________________________________________
 TH0820* NAD 83(1992)-  48 59 58.28601(N)    105 24 28.74311(W)     ADJUSTED  
 TH0820* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 TH0820  ___________________________________________________________________
 TH0820  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TH0820  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 TH0820
 TH0820  HORZ ORDER  -  THIRD
 TH0820
 TH0820.The horizontal coordinates were established by classical geodetic methods
 TH0820.and adjusted by the National Geodetic Survey in July 1992..
 TH0820
 TH0820.The orthometric height was scaled from a topographic map.
 TH0820
 TH0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0820
 TH0820.The geoid height was determined by GEOID03.
 TH0820
 TH0820;                    North         East     Units Scale Factor Converg.
 TH0820;SPC MT       -   535,634.265   899,286.713   MT  0.99999971   +2 59 36.0
 TH0820;SPC MT       - 1,757,330.27  2,950,415.73   iFT  0.99999971   +2 59 36.0
 TH0820;UTM  13      - 5,427,483.038   470,158.756   MT  0.99961094   -0 18 28.5
 TH0820
 TH0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0820!SPC MT       -   0.99988529  x   0.99999971  =   0.99988500
 TH0820!UTM  13      -   0.99988529  x   0.99961094  =   0.99949628
 TH0820
 TH0820|---------------------------------------------------------------------|
 TH0820| PID    Reference Object                     Distance      Geod. Az  |
 TH0820|                                                           dddmmss.s |
 TH0820| TH0821 BOUNDARY MON 538 B                   26.177 METERS 09006     |
 TH0820| TH0819 BOUNDARY MON 538 CD US              APPROX. 1.9 KM 2700541.9 |
 TH0820|---------------------------------------------------------------------|
 TH0820
 TH0820                          SUPERSEDED SURVEY CONTROL
 TH0820
 TH0820  NAD 83(1986)-  48 59 58.28674(N)    105 24 28.74420(W) AD(       ) 3
 TH0820
 TH0820.Superseded values are not recommended for survey control.
 TH0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0820.See file dsdata.txt to determine how the superseded data were derived.
 TH0820
 TH0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ7015927483(NAD 83)
 TH0820_MARKER: U = CONCRETE POST
 TH0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0820+STABILITY: SURFACE MOTION
 TH0820
 TH0820  HISTORY     - Date     Condition        Report By
 TH0820  HISTORY     - 1937     MONUMENTED       IBC
 TH0820  HISTORY     - 1956     POOR             IBC
 TH0820  HISTORY     - 1975     POOR             IBC
 TH0820
 TH0820                          STATION DESCRIPTION
 TH0820
 TH0820'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TH0820'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TH0820'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TH0820'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TH0820'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TH0820'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TH0820'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TH0820'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TH0820'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TH0820'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TH0820'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TH0820'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TH0820'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TH0820'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TH0820'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TH0820'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TH0820'CONCRETE.
 TH0820'
 TH0820'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TH0820'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TH0820'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TH0820'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TH0820'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TH0820'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TH0820'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TH0820'538 AND 539, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TH0820'CROSSING ON THE HIGHWAY LEADING NORTH FROM SCOBEY, MONTANA, TO EAST
 TH0820'POPLAR, SASKATCHEWAN.
 TH0820
 TH0820                          STATION RECOVERY (1956)
 TH0820
 TH0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (DFC)
 TH0820'A LIGHTNING STRIKE BLEW OFF A SLAB FROM THE POST TOP AND CRACKED
 TH0820'THE BASE OF MONUMENT 538-A.  THE POST WAS LEFT AS FOUND BECAUSE TO
 TH0820'REPAIR IT WOULD REQUIRE BREAKING THE TOP OFF AT A HORIZONTAL CRACK
 TH0820'SIXTEEN INCHES BELOW THE PEAK AND THEN ADDING A CONCRETE TOP OF A
 TH0820'DIFFERENT COLOUR.
 TH0820
 TH0820                          STATION RECOVERY (1975)
 TH0820
 TH0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0820'RECOVERED AS DESCRIBED BY DFC IN 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0821 ***********************************************************************
 TH0821  DESIGNATION -  BOUNDARY MON 538 B
 TH0821  PID         -  TH0821
 TH0821  STATE/COUNTY-  MT/SHERIDAN
 TH0821  USGS QUAD   -  SCOBEY NW (1973)
 TH0821
 TH0821                         *CURRENT SURVEY CONTROL
 TH0821  ___________________________________________________________________
 TH0821* NAD 83(1992)-  48 59 58.28461(N)    105 24 27.45524(W)     ADJUSTED  
 TH0821* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 TH0821  ___________________________________________________________________
 TH0821  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TH0821  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 TH0821
 TH0821  HORZ ORDER  -  THIRD
 TH0821
 TH0821.The horizontal coordinates were established by classical geodetic methods
 TH0821.and adjusted by the National Geodetic Survey in July 1992..
 TH0821
 TH0821.The orthometric height was scaled from a topographic map.
 TH0821
 TH0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0821
 TH0821.The geoid height was determined by GEOID03.
 TH0821
 TH0821;                    North         East     Units Scale Factor Converg.
 TH0821;SPC MT       -   535,635.589   899,312.857   MT  0.99999971   +2 59 36.9
 TH0821;SPC MT       - 1,757,334.61  2,950,501.50   iFT  0.99999971   +2 59 36.9
 TH0821;UTM  13      - 5,427,482.855   470,184.922   MT  0.99961092   -0 18 27.5
 TH0821
 TH0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0821!SPC MT       -   0.99988529  x   0.99999971  =   0.99988500
 TH0821!UTM  13      -   0.99988529  x   0.99961092  =   0.99949626
 TH0821
 TH0821|---------------------------------------------------------------------|
 TH0821| PID    Reference Object                     Distance      Geod. Az  |
 TH0821|                                                           dddmmss.s |
 TH0821| TH0822 BOUNDARY MON 539 CD US RESET        375.253 METERS 09006     |
 TH0821| TH0767 DEME                                450.996 METERS 1840731.9 |
 TH0821| TH0820 BOUNDARY MON 538 A                   26.177 METERS 27006     |
 TH0821| TH0769 ELF                                 300.532 METERS 33841     |
 TH0821|---------------------------------------------------------------------|
 TH0821
 TH0821                          SUPERSEDED SURVEY CONTROL
 TH0821
 TH0821  NAD 83(1986)-  48 59 58.28533(N)    105 24 27.45632(W) AD(       ) 3
 TH0821
 TH0821.Superseded values are not recommended for survey control.
 TH0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0821.See file dsdata.txt to determine how the superseded data were derived.
 TH0821
 TH0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ7018527483(NAD 83)
 TH0821_MARKER: U = CONCRETE POST
 TH0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0821+STABILITY: SURFACE MOTION
 TH0821
 TH0821  HISTORY     - Date     Condition        Report By
 TH0821  HISTORY     - 1937     MONUMENTED       IBC
 TH0821  HISTORY     - 1941     GOOD             IBC
 TH0821  HISTORY     - 1956     GOOD             IBC
 TH0821  HISTORY     - 1965     GOOD             IBC
 TH0821  HISTORY     - 1971     GOOD             IBC
 TH0821  HISTORY     - 1975     GOOD             IBC
 TH0821
 TH0821                          STATION DESCRIPTION
 TH0821
 TH0821'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TH0821'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TH0821'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TH0821'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TH0821'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TH0821'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TH0821'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TH0821'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TH0821'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TH0821'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TH0821'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TH0821'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TH0821'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TH0821'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TH0821'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TH0821'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TH0821'CONCRETE.
 TH0821'
 TH0821'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TH0821'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TH0821'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TH0821'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TH0821'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TH0821'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TH0821'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TH0821'538 AND 539, ON THE EAST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TH0821'CROSSING ON THE HIGHWAY LEADING NORTH FROM SCOBEY, MONTANA, TO EAST
 TH0821'POPLAR, SASKATCHEWAN.
 TH0821
 TH0821                          STATION RECOVERY (1941)
 TH0821
 TH0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TH0821'RECOVERED IN GOOD CONDITION.
 TH0821
 TH0821                          STATION RECOVERY (1956)
 TH0821
 TH0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TH0821'RECOVERED IN GOOD CONDITION.
 TH0821
 TH0821                          STATION RECOVERY (1965)
 TH0821
 TH0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TH0821'RECOVERED IN GOOD CONDITION.
 TH0821
 TH0821                          STATION RECOVERY (1971)
 TH0821
 TH0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TH0821'RECOVERED IN GOOD CONDITION.
 TH0821
 TH0821                          STATION RECOVERY (1975)
 TH0821
 TH0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0819 ***********************************************************************
 TH0819  DESIGNATION -  BOUNDARY MON 538 CD US
 TH0819  PID         -  TH0819
 TH0819  STATE/COUNTY-  MT/SHERIDAN
 TH0819  USGS QUAD   -  SCOBEY NW (1973)
 TH0819
 TH0819                         *CURRENT SURVEY CONTROL
 TH0819  ___________________________________________________________________
 TH0819* NAD 83(1992)-  48 59 58.37674(N)    105 26 01.40797(W)     ADJUSTED  
 TH0819* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 TH0819  ___________________________________________________________________
 TH0819  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TH0819  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TH0819
 TH0819  HORZ ORDER  -  THIRD
 TH0819
 TH0819.The horizontal coordinates were established by classical geodetic methods
 TH0819.and adjusted by the National Geodetic Survey in July 1992..
 TH0819
 TH0819.The orthometric height was scaled from a topographic map.
 TH0819
 TH0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0819
 TH0819.The geoid height was determined by GEOID03.
 TH0819
 TH0819;                    North         East     Units Scale Factor Converg.
 TH0819;SPC MT       -   535,539.018   897,405.645   MT  0.99999972   +2 58 28.2
 TH0819;SPC MT       - 1,757,017.78  2,944,244.24   iFT  0.99999972   +2 58 28.2
 TH0819;UTM  13      - 5,427,496.277   468,276.055   MT  0.99961236   -0 19 38.4
 TH0819
 TH0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0819!SPC MT       -   0.99988540  x   0.99999972  =   0.99988512
 TH0819!UTM  13      -   0.99988540  x   0.99961236  =   0.99949781
 TH0819
 TH0819:                Primary Azimuth Mark                     Grid Az
 TH0819:SPC MT       -  ELF                                      078 15 56.5
 TH0819:UTM  13      -  ELF                                      081 34 03.1
 TH0819
 TH0819|---------------------------------------------------------------------|
 TH0819| PID    Reference Object                     Distance      Geod. Az  |
 TH0819|                                                           dddmmss.s |
 TH0819| TH0769 ELF                                 APPROX. 1.8 KM 0811424.7 |
 TH0819|---------------------------------------------------------------------|
 TH0819
 TH0819                          SUPERSEDED SURVEY CONTROL
 TH0819
 TH0819  NAD 83(1986)-  48 59 58.37740(N)    105 26 01.40893(W) AD(       ) 3
 TH0819
 TH0819.Superseded values are not recommended for survey control.
 TH0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0819.See file dsdata.txt to determine how the superseded data were derived.
 TH0819
 TH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ6827627496(NAD 83)
 TH0819_MARKER: Z = SEE DESCRIPTION
 TH0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0819+STABILITY: SURFACE MOTION
 TH0819
 TH0819  HISTORY     - Date     Condition        Report By
 TH0819  HISTORY     - 1911     MONUMENTED       IBC
 TH0819  HISTORY     - 1975     GOOD             IBC
 TH0819
 TH0819                          STATION DESCRIPTION
 TH0819
 TH0819'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0819'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0819'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0819'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0819'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0819'
 TH0819'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0819'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0819'---OCTOBER 20, 1818---.
 TH0819'
 TH0819'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0819'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0819'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0819'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0819'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0819'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0819'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0819'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0819'
 TH0819'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0819'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0819'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0819'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0819'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0819'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0819'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0819'AND---CANADA---ON THE WEST SIDE.
 TH0819'
 TH0819'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0819'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0819'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0819'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0819'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0819
 TH0819                          STATION RECOVERY (1975)
 TH0819
 TH0819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0822 ***********************************************************************
 TH0822  DESIGNATION -  BOUNDARY MON 539 CD US RESET
 TH0822  PID         -  TH0822
 TH0822  STATE/COUNTY-  MT/SHERIDAN
 TH0822  USGS QUAD   -  SCOBEY NW (1973)
 TH0822
 TH0822                         *CURRENT SURVEY CONTROL
 TH0822  ___________________________________________________________________
 TH0822* NAD 83(1992)-  48 59 58.26401(N)    105 24 08.99324(W)     ADJUSTED  
 TH0822* NAVD 88     -       754.     (meters)    2474.     (feet)  SCALED    
 TH0822  ___________________________________________________________________
 TH0822  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 TH0822  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 TH0822
 TH0822  HORZ ORDER  -  THIRD
 TH0822
 TH0822.The horizontal coordinates were established by classical geodetic methods
 TH0822.and adjusted by the National Geodetic Survey in July 1992..
 TH0822
 TH0822.The orthometric height was scaled from a topographic map.
 TH0822
 TH0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0822
 TH0822.The geoid height was determined by GEOID03.
 TH0822
 TH0822;                    North         East     Units Scale Factor Converg.
 TH0822;SPC MT       -   535,654.563   899,687.630   MT  0.99999970   +2 59 50.4
 TH0822;SPC MT       - 1,757,396.86  2,951,731.07   iFT  0.99999970   +2 59 50.4
 TH0822;UTM  13      - 5,427,480.217   470,560.020   MT  0.99961065   -0 18 13.6
 TH0822
 TH0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0822!SPC MT       -   0.99988467  x   0.99999970  =   0.99988437
 TH0822!UTM  13      -   0.99988467  x   0.99961065  =   0.99949536
 TH0822
 TH0822:                Primary Azimuth Mark                     Grid Az
 TH0822:SPC MT       -  BOUNDARY MON 538 CD US                   267 06 06.4
 TH0822:UTM  13      -  BOUNDARY MON 538 CD US                   270 24 10.4
 TH0822
 TH0822|---------------------------------------------------------------------|
 TH0822| PID    Reference Object                     Distance      Geod. Az  |
 TH0822|                                                           dddmmss.s |
 TH0822| TH0819 BOUNDARY MON 538 CD US              APPROX. 2.3 KM 2700556.8 |
 TH0822| TH0821 BOUNDARY MON 538 B                  375.253 METERS 27006     |
 TH0822|---------------------------------------------------------------------|
 TH0822
 TH0822                          SUPERSEDED SURVEY CONTROL
 TH0822
 TH0822  NAD 83(1986)-  48 59 58.26475(N)    105 24 08.99434(W) AD(       ) 3
 TH0822
 TH0822.Superseded values are not recommended for survey control.
 TH0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0822.See file dsdata.txt to determine how the superseded data were derived.
 TH0822
 TH0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ7056027480(NAD 83)
 TH0822_MARKER: DD = SURVEY DISK
 TH0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0822+STABILITY: SURFACE MOTION
 TH0822
 TH0822  HISTORY     - Date     Condition        Report By
 TH0822  HISTORY     - 1959     MONUMENTED       IBC
 TH0822  HISTORY     - 1971     GOOD             IBC
 TH0822
 TH0822                          STATION DESCRIPTION
 TH0822
 TH0822'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1971 (FXP)
 TH0822'MON 539 WAS REPLACED BY A SUBSURFACE MARK WITH TWO REFERENCE MARKS
 TH0822'IN 1959 BY THE UNITED STATES GEOLOGICAL SURVEY.  REF MARK 1 WAS 59.97
 TH0822'FEET NORTH OF THE MONUMENT AND REF MARK 2 WAS 60.02 FEET SOUTH OF THE
 TH0822'MONUMENT.  REF MARK 1 HAS SINCE BEEN LOST DURING FARMING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0823 ***********************************************************************
 TH0823  DESIGNATION -  BOUNDARY MON 540 CD US
 TH0823  PID         -  TH0823
 TH0823  STATE/COUNTY-  MT/SHERIDAN
 TH0823  USGS QUAD   -  SI MERRELL SLOUGH (1973)
 TH0823
 TH0823                         *CURRENT SURVEY CONTROL
 TH0823  ___________________________________________________________________
 TH0823* NAD 83(1992)-  48 59 58.13288(N)    105 22 03.46069(W)     ADJUSTED  
 TH0823* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 TH0823  ___________________________________________________________________
 TH0823  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 TH0823  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 TH0823
 TH0823  HORZ ORDER  -  THIRD
 TH0823
 TH0823.The horizontal coordinates were established by classical geodetic methods
 TH0823.and adjusted by the National Geodetic Survey in July 1992..
 TH0823
 TH0823.The orthometric height was scaled from a topographic map.
 TH0823
 TH0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0823
 TH0823.The geoid height was determined by GEOID03.
 TH0823
 TH0823;                    North         East     Units Scale Factor Converg.
 TH0823;SPC MT       -   535,784.503   902,235.859   MT  0.99999968   +3 01 22.3
 TH0823;SPC MT       - 1,757,823.17  2,960,091.40   iFT  0.99999968   +3 01 22.3
 TH0823;UTM  13      - 5,427,463.231   473,110.508   MT  0.99960888   -0 16 38.8
 TH0823
 TH0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0823!SPC MT       -   0.99987914  x   0.99999968  =   0.99987882
 TH0823!UTM  13      -   0.99987914  x   0.99960888  =   0.99948806
 TH0823
 TH0823|---------------------------------------------------------------------|
 TH0823| PID    Reference Object                     Distance      Geod. Az  |
 TH0823|                                                           dddmmss.s |
 TH0823| TH0883 RAY=OGDEN NW BASE                   370.990 METERS 31818     |
 TH0823|---------------------------------------------------------------------|
 TH0823
 TH0823                          SUPERSEDED SURVEY CONTROL
 TH0823
 TH0823  NAD 83(1986)-  48 59 58.13369(N)    105 22 03.46196(W) AD(       ) 3
 TH0823
 TH0823.Superseded values are not recommended for survey control.
 TH0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0823.See file dsdata.txt to determine how the superseded data were derived.
 TH0823
 TH0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ7311127463(NAD 83)
 TH0823_MARKER: Z = SEE DESCRIPTION
 TH0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0823+STABILITY: SURFACE MOTION
 TH0823
 TH0823  HISTORY     - Date     Condition        Report By
 TH0823  HISTORY     - 1911     MONUMENTED       IBC
 TH0823  HISTORY     - 1975     GOOD             IBC
 TH0823
 TH0823                          STATION DESCRIPTION
 TH0823
 TH0823'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0823'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0823'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0823'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0823'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0823'
 TH0823'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0823'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0823'---OCTOBER 20, 1818---.
 TH0823'
 TH0823'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0823'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0823'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0823'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0823'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0823'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0823'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0823'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0823'
 TH0823'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0823'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0823'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0823'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0823'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0823'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0823'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0823'AND---CANADA---ON THE WEST SIDE.
 TH0823'
 TH0823'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0823'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0823'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0823'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0823'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0823
 TH0823                          STATION RECOVERY (1975)
 TH0823
 TH0823'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0824 ***********************************************************************
 TH0824  DESIGNATION -  BOUNDARY MON 541 CD US
 TH0824  PID         -  TH0824
 TH0824  STATE/COUNTY-  MT/SHERIDAN
 TH0824  USGS QUAD   -  SI MERRELL SLOUGH (1973)
 TH0824
 TH0824                         *CURRENT SURVEY CONTROL
 TH0824  ___________________________________________________________________
 TH0824* NAD 83(1992)-  48 59 57.99886(N)    105 19 56.76614(W)     ADJUSTED  
 TH0824* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 TH0824  ___________________________________________________________________
 TH0824  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 TH0824  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 TH0824
 TH0824  HORZ ORDER  -  THIRD
 TH0824
 TH0824.The horizontal coordinates were established by classical geodetic methods
 TH0824.and adjusted by the National Geodetic Survey in July 1992..
 TH0824
 TH0824.The orthometric height was scaled from a topographic map.
 TH0824
 TH0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0824
 TH0824.The geoid height was determined by GEOID03.
 TH0824
 TH0824;                    North         East     Units Scale Factor Converg.
 TH0824;SPC MT       -   535,916.746   904,807.621   MT  0.99999966   +3 02 54.9
 TH0824;SPC MT       - 1,758,257.04  2,968,528.94   iFT  0.99999966   +3 02 54.9
 TH0824;UTM  13      - 5,427,447.224   475,684.610   MT  0.99960726   -0 15 03.2
 TH0824
 TH0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0824!SPC MT       -   0.99988342  x   0.99999966  =   0.99988308
 TH0824!UTM  13      -   0.99988342  x   0.99960726  =   0.99949072
 TH0824
 TH0824:                Primary Azimuth Mark                     Grid Az
 TH0824:SPC MT       -  OGDEN SE BASE                            236 09 12.1
 TH0824:UTM  13      -  OGDEN SE BASE                            239 27 10.2
 TH0824
 TH0824|---------------------------------------------------------------------|
 TH0824| PID    Reference Object                     Distance      Geod. Az  |
 TH0824|                                                           dddmmss.s |
 TH0824| TH0876 OGDEN SE BASE                       APPROX. 2.3 KM 2391207.0 |
 TH0824|---------------------------------------------------------------------|
 TH0824
 TH0824                          SUPERSEDED SURVEY CONTROL
 TH0824
 TH0824  NAD 83(1986)-  48 59 57.99975(N)    105 19 56.76748(W) AD(       ) 3
 TH0824
 TH0824.Superseded values are not recommended for survey control.
 TH0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0824.See file dsdata.txt to determine how the superseded data were derived.
 TH0824
 TH0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ7568527447(NAD 83)
 TH0824_MARKER: Z = SEE DESCRIPTION
 TH0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0824+STABILITY: SURFACE MOTION
 TH0824
 TH0824  HISTORY     - Date     Condition        Report By
 TH0824  HISTORY     - 1911     MONUMENTED       IBC
 TH0824  HISTORY     - 1975     GOOD             IBC
 TH0824
 TH0824                          STATION DESCRIPTION
 TH0824
 TH0824'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0824'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0824'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0824'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0824'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0824'
 TH0824'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0824'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0824'---OCTOBER 20, 1818---.
 TH0824'
 TH0824'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0824'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0824'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0824'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0824'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0824'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0824'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0824'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0824'
 TH0824'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0824'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0824'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0824'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0824'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0824'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0824'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0824'AND---CANADA---ON THE WEST SIDE.
 TH0824'
 TH0824'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0824'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0824'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0824'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0824'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0824
 TH0824                          STATION RECOVERY (1975)
 TH0824
 TH0824'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0825 ***********************************************************************
 TH0825  DESIGNATION -  BOUNDARY MON 542 CD US
 TH0825  PID         -  TH0825
 TH0825  STATE/COUNTY-  MT/SHERIDAN
 TH0825  USGS QUAD   -  SI MERRELL SLOUGH (1973)
 TH0825
 TH0825                         *CURRENT SURVEY CONTROL
 TH0825  ___________________________________________________________________
 TH0825* NAD 83(1992)-  48 59 57.88304(N)    105 17 52.04289(W)     ADJUSTED  
 TH0825* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 TH0825  ___________________________________________________________________
 TH0825  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 TH0825  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 TH0825
 TH0825  HORZ ORDER  -  THIRD
 TH0825
 TH0825.The horizontal coordinates were established by classical geodetic methods
 TH0825.and adjusted by the National Geodetic Survey in July 1992..
 TH0825
 TH0825.The orthometric height was scaled from a topographic map.
 TH0825
 TH0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0825
 TH0825.The geoid height was determined by GEOID03.
 TH0825
 TH0825;                    North         East     Units Scale Factor Converg.
 TH0825;SPC MT       -   536,048.556   907,339.285   MT  0.99999964   +3 04 26.2
 TH0825;SPC MT       - 1,758,689.49  2,976,834.92   iFT  0.99999964   +3 04 26.2
 TH0825;UTM  13      - 5,427,433.130   478,218.667   MT  0.99960583   -0 13 29.1
 TH0825
 TH0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0825!SPC MT       -   0.99988179  x   0.99999964  =   0.99988143
 TH0825!UTM  13      -   0.99988179  x   0.99960583  =   0.99948767
 TH0825
 TH0825:                Primary Azimuth Mark                     Grid Az
 TH0825:SPC MT       -  OGDEN SE BASE                            252 22 56.7
 TH0825:UTM  13      -  OGDEN SE BASE                            255 40 52.0
 TH0825
 TH0825|---------------------------------------------------------------------|
 TH0825| PID    Reference Object                     Distance      Geod. Az  |
 TH0825|                                                           dddmmss.s |
 TH0825| TH0876 OGDEN SE BASE                       APPROX. 4.7 KM 2552722.9 |
 TH0825|---------------------------------------------------------------------|
 TH0825
 TH0825                          SUPERSEDED SURVEY CONTROL
 TH0825
 TH0825  NAD 83(1986)-  48 59 57.88399(N)    105 17 52.04421(W) AD(       ) 3
 TH0825
 TH0825.Superseded values are not recommended for survey control.
 TH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0825.See file dsdata.txt to determine how the superseded data were derived.
 TH0825
 TH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ7821927433(NAD 83)
 TH0825_MARKER: Z = SEE DESCRIPTION
 TH0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0825+STABILITY: SURFACE MOTION
 TH0825
 TH0825  HISTORY     - Date     Condition        Report By
 TH0825  HISTORY     - 1911     MONUMENTED       IBC
 TH0825  HISTORY     - 1975     GOOD             IBC
 TH0825
 TH0825                          STATION DESCRIPTION
 TH0825
 TH0825'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0825'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0825'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0825'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0825'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0825'
 TH0825'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0825'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0825'---OCTOBER 20, 1818---.
 TH0825'
 TH0825'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0825'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0825'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0825'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0825'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0825'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0825'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0825'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0825'
 TH0825'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0825'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0825'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0825'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0825'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0825'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0825'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0825'AND---CANADA---ON THE WEST SIDE.
 TH0825'
 TH0825'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0825'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0825'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0825'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0825'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0825
 TH0825                          STATION RECOVERY (1975)
 TH0825
 TH0825'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0826 ***********************************************************************
 TH0826  DESIGNATION -  BOUNDARY MON 543 CD US
 TH0826  PID         -  TH0826
 TH0826  STATE/COUNTY-  MT/SHERIDAN
 TH0826  USGS QUAD   -  SI MERRELL SLOUGH (1973)
 TH0826
 TH0826                         *CURRENT SURVEY CONTROL
 TH0826  ___________________________________________________________________
 TH0826* NAD 83(1992)-  48 59 57.75413(N)    105 15 53.67091(W)     ADJUSTED  
 TH0826* NAVD 88     -       761.     (meters)    2497.     (feet)  SCALED    
 TH0826  ___________________________________________________________________
 TH0826  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 TH0826  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 TH0826
 TH0826  HORZ ORDER  -  THIRD
 TH0826
 TH0826.The horizontal coordinates were established by classical geodetic methods
 TH0826.and adjusted by the National Geodetic Survey in July 1992..
 TH0826
 TH0826.The orthometric height was scaled from a topographic map.
 TH0826
 TH0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0826
 TH0826.The geoid height was determined by GEOID03.
 TH0826
 TH0826;                    North         East     Units Scale Factor Converg.
 TH0826;SPC MT       -   536,174.104   909,742.008   MT  0.99999962   +3 05 52.8
 TH0826;SPC MT       - 1,759,101.39  2,984,717.87   iFT  0.99999962   +3 05 52.8
 TH0826;UTM  13      - 5,427,420.236   480,623.685   MT  0.99960461   -0 11 59.7
 TH0826
 TH0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0826!SPC MT       -   0.99988358  x   0.99999962  =   0.99988320
 TH0826!UTM  13      -   0.99988358  x   0.99960461  =   0.99948823
 TH0826
 TH0826:                Primary Azimuth Mark                     Grid Az
 TH0826:SPC MT       -  UFFURD                                   042 30 08.8
 TH0826:UTM  13      -  UFFURD                                   045 48 01.3
 TH0826
 TH0826|---------------------------------------------------------------------|
 TH0826| PID    Reference Object                     Distance      Geod. Az  |
 TH0826|                                                           dddmmss.s |
 TH0826| TH0892 UFFURD                              APPROX. 0.7 KM 0453601.6 |
 TH0826|---------------------------------------------------------------------|
 TH0826
 TH0826                          SUPERSEDED SURVEY CONTROL
 TH0826
 TH0826  NAD 83(1986)-  48 59 57.75513(N)    105 15 53.67202(W) AD(       ) 3
 TH0826
 TH0826.Superseded values are not recommended for survey control.
 TH0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0826.See file dsdata.txt to determine how the superseded data were derived.
 TH0826
 TH0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ8062427420(NAD 83)
 TH0826_MARKER: Z = SEE DESCRIPTION
 TH0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0826+STABILITY: SURFACE MOTION
 TH0826
 TH0826  HISTORY     - Date     Condition        Report By
 TH0826  HISTORY     - 1911     MONUMENTED       IBC
 TH0826  HISTORY     - 1975     GOOD             IBC
 TH0826
 TH0826                          STATION DESCRIPTION
 TH0826
 TH0826'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0826'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0826'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0826'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0826'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0826'
 TH0826'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0826'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0826'---OCTOBER 20, 1818---.
 TH0826'
 TH0826'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0826'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0826'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0826'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0826'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0826'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0826'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0826'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0826'
 TH0826'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0826'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0826'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0826'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0826'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0826'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0826'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0826'AND---CANADA---ON THE WEST SIDE.
 TH0826'
 TH0826'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0826'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0826'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0826'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0826'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0826
 TH0826                          STATION RECOVERY (1975)
 TH0826
 TH0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0747 ***********************************************************************
 TH0747  DESIGNATION -  BOUNDARY MON 544 CD US
 TH0747  PID         -  TH0747
 TH0747  STATE/COUNTY-  MT/DANIELS
 TH0747  USGS QUAD   -  WHITETAIL (1973)
 TH0747
 TH0747                         *CURRENT SURVEY CONTROL
 TH0747  ___________________________________________________________________
 TH0747* NAD 83(1999)-  48 59 57.62243(N)    105 13 51.91077(W)     ADJUSTED  
 TH0747* NAVD 88     -       804.2    (meters)    2638.     (feet)  GPS OBS   
 TH0747  ___________________________________________________________________
 TH0747  X           -  -1,101,556.120 (meters)                     COMP
 TH0747  Y           -  -4,045,723.318 (meters)                     COMP
 TH0747  Z           -   4,791,104.225 (meters)                     COMP
 TH0747  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 TH0747  ELLIP HEIGHT-         786.62  (meters)          (05/11/01) GPS OBS
 TH0747  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 TH0747
 TH0747  HORZ ORDER  -  FIRST
 TH0747  ELLP ORDER  -  FOURTH    CLASS I
 TH0747
 TH0747.The horizontal coordinates were established by GPS observations
 TH0747.and adjusted by the National Geodetic Survey in May 2001..
 TH0747.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TH0747.DATUM ITEM on the data sheet items page.
 TH0747
 TH0747.The orthometric height was determined by GPS observations and a
 TH0747.high-resolution geoid model.
 TH0747
 TH0747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TH0747
 TH0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0747
 TH0747.The ellipsoidal height was determined by GPS observations
 TH0747.and is referenced to NAD 83.
 TH0747
 TH0747.The geoid height was determined by GEOID03.
 TH0747
 TH0747;                    North         East     Units Scale Factor Converg.
 TH0747;SPC MT       -   536,304.326   912,213.449   MT  0.99999959   +3 07 21.8
 TH0747;SPC MT       - 1,759,528.63  2,992,826.28   iFT  0.99999959   +3 07 21.8
 TH0747;UTM  13      - 5,427,408.088   483,097.546   MT  0.99960351   -0 10 27.8
 TH0747
 TH0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0747!SPC MT       -   0.99987674  x   0.99999959  =   0.99987633
 TH0747!UTM  13      -   0.99987674  x   0.99960351  =   0.99948030
 TH0747
 TH0747:                Primary Azimuth Mark                     Grid Az
 TH0747:SPC MT       -  COLIN                                    245 15 21.3
 TH0747:UTM  13      -  COLIN                                    248 33 10.9
 TH0747
 TH0747|---------------------------------------------------------------------|
 TH0747| PID    Reference Object                     Distance      Geod. Az  |
 TH0747|                                                           dddmmss.s |
 TH0747| TH0762 COLIN                               APPROX. 1.5 KM 2482243.1 |
 TH0747|---------------------------------------------------------------------|
 TH0747
 TH0747                          SUPERSEDED SURVEY CONTROL
 TH0747
 TH0747  NAD 83(1992)-  48 59 57.62166(N)    105 13 51.91102(W) AD(       ) 1
 TH0747  ELLIP H (05/18/00)  786.73   (m)                       GP(       ) 2 2
 TH0747  NAD 83(1992)-  48 59 57.62436(N)    105 13 51.90354(W) AD(       ) 1
 TH0747  ELLIP H (07/28/92)  786.56   (m)                       GP(       ) 5 1
 TH0747  NAD 83(1986)-  48 59 57.62538(N)    105 13 51.90454(W) AD(       ) 1
 TH0747  NGVD 29 (08/25/89)  803.8    (m)         2637.     (f) GPS OBS        
 TH0747
 TH0747.Superseded values are not recommended for survey control.
 TH0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0747.See file dsdata.txt to determine how the superseded data were derived.
 TH0747
 TH0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ8309827408(NAD 83)
 TH0747_MARKER: DU = BOUNDARY MARKER
 TH0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0747_MAGNETIC: N = NO MAGNETIC MATERIAL
 TH0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0747+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 TH0747
 TH0747  HISTORY     - Date     Condition        Report By
 TH0747  HISTORY     - 1911     MONUMENTED       IBC
 TH0747  HISTORY     - 1911     GOOD             IBC
 TH0747  HISTORY     - 1975     GOOD             IBC
 TH0747  HISTORY     - 19880822 GOOD             NGS
 TH0747  HISTORY     - 19940817 GOOD             IBC
 TH0747
 TH0747                          STATION DESCRIPTION
 TH0747
 TH0747'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0747'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0747'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0747'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0747'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0747'
 TH0747'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0747'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0747'---OCTOBER 20, 1818---.
 TH0747'
 TH0747'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0747'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0747'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0747'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0747'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0747'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0747'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0747'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0747'
 TH0747'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0747'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0747'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0747'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0747'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0747'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0747'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0747'AND---CANADA---ON THE WEST SIDE.
 TH0747'
 TH0747'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0747'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0747'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0747'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0747'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0747
 TH0747                          STATION RECOVERY (1911)
 TH0747
 TH0747'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TH0747'RECOVERED IN GOOD CONDITION.
 TH0747
 TH0747                          STATION RECOVERY (1975)
 TH0747
 TH0747'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0747'RECOVERED IN GOOD CONDITION.
 TH0747
 TH0747                          STATION RECOVERY (1988)
 TH0747
 TH0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TH0747'THE MONUMENT IS LOCATED ABOUT 28.2 KM (17.50 MI) NORTHEAST OF SCOBEY
 TH0747'AND ABOUT 4.8 KM (3.00 MI) WEST OF THE WHITETAIL, MONTANA - BIG
 TH0747'BEAVER, SASKATCHEWAN BORDER CROSSING.
 TH0747'TO REACH THE MONUMENT FROM THE RAILROAD CROSSING AT THE EAST DEGE OF
 TH0747'MADOC, MONTANA, GO NORTH ON THE GRAVEL ROAD FOR 21.16 KM (13.15 MI)
 TH0747'TO AN ABANDONED FARMSTEAD, A FENCE AND THE BOUNDARY.  TURN RIGHT AND
 TH0747'GO EAST ON A TRACK ROAD FOR 0.8 KM (0.50 MI) TO BOUNDARY MONUMENT 543
 TH0747'ON THE RIGHT.  CONTINUE EAST ON THE TRACK ROAD FOR 2.8 KM (1.75 MI)
 TH0747'TO THE MONUMENT ON THE LEFT IN A FENCELINE.
 TH0747'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.39 M
 TH0747'(4.6 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TH0747'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TH0747'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TH0747'1908-- ON THE WEST SIDE , --UNITED STATES-- ON THE SOUTH SIDE AND
 TH0747'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --544-- IS DRILLED NEAR THE
 TH0747'TOP OF THE EAST SIDE OF THE OBELISK.
 TH0747'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TH0747'TYPED BY E.A.R.
 TH0747
 TH0747                          STATION RECOVERY (1994)
 TH0747
 TH0747'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1994 (MDC)
 TH0747'THE MONUMENT WAS RECOVERED IN GOOD CONDITION. IN 1988, THIS MONUMENT
 TH0747'WAS OCCUPIED BY GPS. THE MONUMENT WAS RENEWED IN 1990.  THE OBELISK
 TH0747'WAS PAINTED WITH ALUMINUM PAINT AND THE TOP OF THE BASE WAS GIVEN A
 TH0747'COAT OF UNITEX CLEAR ACRYLIC CURE.
 TH0747'THE MONUMENT IS LOCATED ABOUT 17 1/2 MILES NORTHEAST OF SCOBEY,
 TH0747'MONTANA AND ABOUT 3 MILES (4.8 KM) WEST OF THE WHITETAIL, MONTANA -
 TH0747'BIG BEAVER , SASKATCHEWAN BORDER CROSSING.
 TH0747'TO REACH THE MONUMENT FROM THE RAILROAD CROSSING AT THE EAST EDGE OF
 TH0747'MADOC, MONTANA, GO NORTH ON A GRAVEL ROAD FOR 13.15 MILES (21.16 KM)
 TH0747'TO AN ABANDONED HOMESTEAD AND A FENCE AT THE BOUNDARY.  TURN RIGHT AND
 TH0747'GO EAST ON A TRACK ROAD ALONG THE BOUNDARY FOR 0.5 MILE (0.8 KM) TO
 TH0747'MONUMENT 543 ON THE RIGHT. CONTINUE EAST ON THE TRACK ROAD FOR 1.75
 TH0747'MILES (2.82 KM) TO THE MONUMENT ON THE LEFT, IN A FENCE.
 TH0747'THE MONUMENT IS A CAST IRON OBELISK THAT PROJECTS 1.28 METERS (4.20
 TH0747'FT) ABOVE THE TOP OF A 3-FOOT SQUARE CONCRETE BASE WHICH PROJECTS
 TH0747'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE BASE OF THE
 TH0747'MONUMENT IS 3 FEET (0.9 M) (0.9 MT) SQUARE AT THE TOP, 3 1/2 FEET
 TH0747'SQUARE AT THE BOTTOM AND EXTENDS ABOUT 6 FEET (1.8 M) (1.8 MT) BELOW
 TH0747'THE SURFACE OF THE GROUND.
 TH0747'INSCRIBED ON THE OBELISK IN RAISED CAST LETTERING IS ---CONVENTION OF
 TH0747'1818--- ON THE EAST SIDE, ---TREATY OF 1908--- ON THE WEST SIDE,
 TH0747'---UNITED STATES--- ON THE SOUTH SIDE, AND ---CANADA--- ON THE NORTH
 TH0747'SIDE.  THE NUMBER, 544, IS OUTLINED WITH DRILL HOLES NEAR THE TOP OF
 TH0747'THE EAST SIDE OF THE OBELISK.  ---RENEWED 1990--- IS IMPRINTED IN THE
 TH0747'TOP OF THE EAST SIDE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0827 ***********************************************************************
 TH0827  DESIGNATION -  BOUNDARY MON 545 CD US
 TH0827  PID         -  TH0827
 TH0827  STATE/COUNTY-  MT/SHERIDAN
 TH0827  USGS QUAD   -  WHITETAIL (1973)
 TH0827
 TH0827                         *CURRENT SURVEY CONTROL
 TH0827  ___________________________________________________________________
 TH0827* NAD 83(1992)-  48 59 57.60385(N)    105 13 27.41534(W)     ADJUSTED  
 TH0827* NAVD 88     -       770.     (meters)    2526.     (feet)  SCALED    
 TH0827  ___________________________________________________________________
 TH0827  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 TH0827  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 TH0827
 TH0827  HORZ ORDER  -  THIRD
 TH0827
 TH0827.The horizontal coordinates were established by classical geodetic methods
 TH0827.and adjusted by the National Geodetic Survey in July 1992..
 TH0827
 TH0827.The orthometric height was scaled from a topographic map.
 TH0827
 TH0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0827
 TH0827.The geoid height was determined by GEOID03.
 TH0827
 TH0827;                    North         East     Units Scale Factor Converg.
 TH0827;SPC MT       -   536,330.897   912,710.628   MT  0.99999959   +3 07 39.7
 TH0827;SPC MT       - 1,759,615.80  2,994,457.44   iFT  0.99999959   +3 07 39.7
 TH0827;UTM  13      - 5,427,406.022   483,595.233   MT  0.99960331   -0 10 09.4
 TH0827
 TH0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0827!SPC MT       -   0.99988210  x   0.99999959  =   0.99988169
 TH0827!UTM  13      -   0.99988210  x   0.99960331  =   0.99948546
 TH0827
 TH0827:                Primary Azimuth Mark                     Grid Az
 TH0827:SPC MT       -  BOUNDARY MON 544 CD US                   266 56 51.8
 TH0827:UTM  13      -  BOUNDARY MON 544 CD US                   270 14 40.9
 TH0827
 TH0827|---------------------------------------------------------------------|
 TH0827| PID    Reference Object                     Distance      Geod. Az  |
 TH0827|                                                           dddmmss.s |
 TH0827| TH0747 BOUNDARY MON 544 CD US              497.743 METERS 2700431.5 |
 TH0827| TH0800 MET                                 191.068 METERS 30506     |
 TH0827|---------------------------------------------------------------------|
 TH0827
 TH0827                          SUPERSEDED SURVEY CONTROL
 TH0827
 TH0827  NAD 83(1986)-  48 59 57.60489(N)    105 13 27.41629(W) AD(       ) 3
 TH0827
 TH0827.Superseded values are not recommended for survey control.
 TH0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0827.See file dsdata.txt to determine how the superseded data were derived.
 TH0827
 TH0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ8359527406(NAD 83)
 TH0827_MARKER: Z = SEE DESCRIPTION
 TH0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0827+STABILITY: SURFACE MOTION
 TH0827
 TH0827  HISTORY     - Date     Condition        Report By
 TH0827  HISTORY     - 1911     MONUMENTED       IBC
 TH0827  HISTORY     - 1975     GOOD             IBC
 TH0827
 TH0827                          STATION DESCRIPTION
 TH0827
 TH0827'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0827'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0827'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0827'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0827'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0827'
 TH0827'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0827'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0827'---OCTOBER 20, 1818---.
 TH0827'
 TH0827'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0827'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0827'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0827'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0827'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0827'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0827'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0827'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0827'
 TH0827'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0827'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0827'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0827'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0827'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0827'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0827'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0827'AND---CANADA---ON THE WEST SIDE.
 TH0827'
 TH0827'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0827'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0827'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0827'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0827'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0827
 TH0827                          STATION RECOVERY (1975)
 TH0827
 TH0827'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0829 ***********************************************************************
 TH0829  DESIGNATION -  BOUNDARY MON 546 A
 TH0829  PID         -  TH0829
 TH0829  STATE/COUNTY-  MT/SHERIDAN
 TH0829  USGS QUAD   -  WHITETAIL (1973)
 TH0829
 TH0829                         *CURRENT SURVEY CONTROL
 TH0829  ___________________________________________________________________
 TH0829* NAD 83(1992)-  48 59 57.41423(N)    105 09 44.88051(W)     ADJUSTED  
 TH0829* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 TH0829  ___________________________________________________________________
 TH0829  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 TH0829  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 TH0829
 TH0829  HORZ ORDER  -  THIRD
 TH0829
 TH0829.The horizontal coordinates were established by classical geodetic methods
 TH0829.and adjusted by the National Geodetic Survey in July 1992..
 TH0829
 TH0829.The orthometric height was scaled from a topographic map.
 TH0829
 TH0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0829
 TH0829.The geoid height was determined by GEOID03.
 TH0829
 TH0829;                    North         East     Units Scale Factor Converg.
 TH0829;SPC MT       -   536,573.624   917,227.307   MT  0.99999956   +3 10 22.5
 TH0829;SPC MT       - 1,760,412.15  3,009,275.94   iFT  0.99999956   +3 10 22.5
 TH0829;UTM  13      - 5,427,388.650   488,116.599   MT  0.99960173   -0 07 21.4
 TH0829
 TH0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0829!SPC MT       -   0.99988547  x   0.99999956  =   0.99988503
 TH0829!UTM  13      -   0.99988547  x   0.99960173  =   0.99948725
 TH0829
 TH0829|---------------------------------------------------------------------|
 TH0829| PID    Reference Object                     Distance      Geod. Az  |
 TH0829|                                                           dddmmss.s |
 TH0829| TH0830 BOUNDARY MON 546 B                   26.437 METERS 09005     |
 TH0829| TH0786 IOTA                                422.050 METERS 1394518.3 |
 TH0829| TH0828 BOUNDARY MON 546 CD US              APPROX. 1.6 KM 2700438.8 |
 TH0829|---------------------------------------------------------------------|
 TH0829
 TH0829                          SUPERSEDED SURVEY CONTROL
 TH0829
 TH0829  NAD 83(1986)-  48 59 57.41530(N)    105 09 44.88100(W) AD(       ) 3
 TH0829
 TH0829.Superseded values are not recommended for survey control.
 TH0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0829.See file dsdata.txt to determine how the superseded data were derived.
 TH0829
 TH0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ8811727389(NAD 83)
 TH0829_MARKER: U = CONCRETE POST
 TH0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0829+STABILITY: SURFACE MOTION
 TH0829
 TH0829  HISTORY     - Date     Condition        Report By
 TH0829  HISTORY     - 1937     MONUMENTED       IBC
 TH0829  HISTORY     - 1941     GOOD             IBC
 TH0829  HISTORY     - 1956     GOOD             IBC
 TH0829  HISTORY     - 1965     GOOD             IBC
 TH0829  HISTORY     - 1971     GOOD             IBC
 TH0829  HISTORY     - 1975     GOOD             IBC
 TH0829
 TH0829                          STATION DESCRIPTION
 TH0829
 TH0829'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TH0829'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TH0829'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TH0829'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TH0829'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TH0829'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TH0829'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TH0829'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TH0829'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TH0829'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TH0829'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TH0829'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TH0829'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TH0829'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TH0829'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TH0829'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TH0829'CONCRETE.
 TH0829'
 TH0829'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TH0829'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TH0829'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TH0829'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TH0829'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TH0829'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TH0829'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TH0829'546 AND 547, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TH0829'CROSSING ON THE HIGHWAY MONTANA NO 13, SASKATCHEWAN NO 34, BETWEEN
 TH0829'WHITETAIL, MONTANA, AND BIG BEAVER, SASKATCHEWAN.
 TH0829
 TH0829                          STATION RECOVERY (1941)
 TH0829
 TH0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TH0829'RECOVERED IN GOOD CONDITION.
 TH0829
 TH0829                          STATION RECOVERY (1956)
 TH0829
 TH0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TH0829'RECOVERED IN GOOD CONDITION.
 TH0829
 TH0829                          STATION RECOVERY (1965)
 TH0829
 TH0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TH0829'RECOVERED IN GOOD CONDITION.
 TH0829
 TH0829                          STATION RECOVERY (1971)
 TH0829
 TH0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TH0829'RECOVERED IN GOOD CONDITION.
 TH0829
 TH0829                          STATION RECOVERY (1975)
 TH0829
 TH0829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0830 ***********************************************************************
 TH0830  DESIGNATION -  BOUNDARY MON 546 B
 TH0830  PID         -  TH0830
 TH0830  STATE/COUNTY-  MT/SHERIDAN
 TH0830  USGS QUAD   -  WHITETAIL (1973)
 TH0830
 TH0830                         *CURRENT SURVEY CONTROL
 TH0830  ___________________________________________________________________
 TH0830* NAD 83(1992)-  48 59 57.41307(N)    105 09 43.57985(W)     ADJUSTED  
 TH0830* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 TH0830  ___________________________________________________________________
 TH0830  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 TH0830  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 TH0830
 TH0830  HORZ ORDER  -  THIRD
 TH0830
 TH0830.The horizontal coordinates were established by classical geodetic methods
 TH0830.and adjusted by the National Geodetic Survey in July 1992..
 TH0830
 TH0830.The orthometric height was scaled from a topographic map.
 TH0830
 TH0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0830
 TH0830.The geoid height was determined by GEOID03.
 TH0830
 TH0830;                    North         East     Units Scale Factor Converg.
 TH0830;SPC MT       -   536,575.051   917,253.705   MT  0.99999956   +3 10 23.5
 TH0830;SPC MT       - 1,760,416.83  3,009,362.55   iFT  0.99999956   +3 10 23.5
 TH0830;UTM  13      - 5,427,388.558   488,143.025   MT  0.99960173   -0 07 20.4
 TH0830
 TH0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0830!SPC MT       -   0.99988547  x   0.99999956  =   0.99988503
 TH0830!UTM  13      -   0.99988547  x   0.99960173  =   0.99948725
 TH0830
 TH0830:                Primary Azimuth Mark                     Grid Az
 TH0830:SPC MT       -  BOUNDARY MON 547 CD US                   086 54 16.1
 TH0830:UTM  13      -  BOUNDARY MON 547 CD US                   090 12 00.0
 TH0830
 TH0830|---------------------------------------------------------------------|
 TH0830| PID    Reference Object                     Distance      Geod. Az  |
 TH0830|                                                           dddmmss.s |
 TH0830| TH0831 BOUNDARY MON 547 CD US              APPROX. 1.1 KM 0900439.6 |
 TH0830| TH0829 BOUNDARY MON 546 A                   26.437 METERS 27005     |
 TH0830|---------------------------------------------------------------------|
 TH0830
 TH0830                          SUPERSEDED SURVEY CONTROL
 TH0830
 TH0830  NAD 83(1986)-  48 59 57.41414(N)    105 09 43.58034(W) AD(       ) 3
 TH0830
 TH0830.Superseded values are not recommended for survey control.
 TH0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0830.See file dsdata.txt to determine how the superseded data were derived.
 TH0830
 TH0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ8814327389(NAD 83)
 TH0830_MARKER: U = CONCRETE POST
 TH0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0830+STABILITY: SURFACE MOTION
 TH0830
 TH0830  HISTORY     - Date     Condition        Report By
 TH0830  HISTORY     - 1937     MONUMENTED       IBC
 TH0830  HISTORY     - 1941     GOOD             IBC
 TH0830  HISTORY     - 1956     GOOD             IBC
 TH0830  HISTORY     - 1965     GOOD             IBC
 TH0830  HISTORY     - 1971     GOOD             IBC
 TH0830  HISTORY     - 1975     GOOD             IBC
 TH0830
 TH0830                          STATION DESCRIPTION
 TH0830
 TH0830'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TH0830'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TH0830'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TH0830'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TH0830'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TH0830'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TH0830'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TH0830'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TH0830'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TH0830'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TH0830'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TH0830'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TH0830'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TH0830'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TH0830'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TH0830'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TH0830'CONCRETE.
 TH0830'
 TH0830'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TH0830'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TH0830'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TH0830'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TH0830'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TH0830'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TH0830'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TH0830'546 AND 547, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TH0830'CROSSING ON THE HIGHWAY MONTANA NO 13, SASKATCHEWAN NO 34, BETWEEN
 TH0830'WHITETAIL, MONTANA, AND BIG BEAVER, SASKATCHEWAN.
 TH0830
 TH0830                          STATION RECOVERY (1941)
 TH0830
 TH0830'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TH0830'RECOVERED IN GOOD CONDITION.
 TH0830
 TH0830                          STATION RECOVERY (1956)
 TH0830
 TH0830'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TH0830'RECOVERED IN GOOD CONDITION.
 TH0830
 TH0830                          STATION RECOVERY (1965)
 TH0830
 TH0830'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TH0830'RECOVERED IN GOOD CONDITION.
 TH0830
 TH0830                          STATION RECOVERY (1971)
 TH0830
 TH0830'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TH0830'RECOVERED IN GOOD CONDITION.
 TH0830
 TH0830                          STATION RECOVERY (1975)
 TH0830
 TH0830'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0828 ***********************************************************************
 TH0828  DESIGNATION -  BOUNDARY MON 546 CD US
 TH0828  PID         -  TH0828
 TH0828  STATE/COUNTY-  MT/SHERIDAN
 TH0828  USGS QUAD   -  WHITETAIL (1973)
 TH0828
 TH0828                         *CURRENT SURVEY CONTROL
 TH0828  ___________________________________________________________________
 TH0828* NAD 83(1992)-  48 59 57.47637(N)    105 11 03.03034(W)     ADJUSTED  
 TH0828* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 TH0828  ___________________________________________________________________
 TH0828  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 TH0828  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 TH0828
 TH0828  HORZ ORDER  -  THIRD
 TH0828
 TH0828.The horizontal coordinates were established by classical geodetic methods
 TH0828.and adjusted by the National Geodetic Survey in July 1992..
 TH0828
 TH0828.The orthometric height was scaled from a topographic map.
 TH0828
 TH0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0828
 TH0828.The geoid height was determined by GEOID03.
 TH0828
 TH0828;                    North         East     Units Scale Factor Converg.
 TH0828;SPC MT       -   536,487.840   915,641.167   MT  0.99999957   +3 09 25.4
 TH0828;SPC MT       - 1,760,130.71  3,004,072.07   iFT  0.99999957   +3 09 25.4
 TH0828;UTM  13      - 5,427,394.194   486,528.783   MT  0.99960223   -0 08 20.4
 TH0828
 TH0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0828!SPC MT       -   0.99988547  x   0.99999957  =   0.99988504
 TH0828!UTM  13      -   0.99988547  x   0.99960223  =   0.99948774
 TH0828
 TH0828:                Primary Azimuth Mark                     Grid Az
 TH0828:SPC MT       -  BOUNDARY MON 547 CD US                   086 54 14.3
 TH0828:UTM  13      -  BOUNDARY MON 547 CD US                   090 12 00.1
 TH0828
 TH0828|---------------------------------------------------------------------|
 TH0828| PID    Reference Object                     Distance      Geod. Az  |
 TH0828|                                                           dddmmss.s |
 TH0828| TH0831 BOUNDARY MON 547 CD US              APPROX. 2.7 KM 0900339.7 |
 TH0828|---------------------------------------------------------------------|
 TH0828
 TH0828                          SUPERSEDED SURVEY CONTROL
 TH0828
 TH0828  NAD 83(1986)-  48 59 57.47745(N)    105 11 03.03096(W) AD(       ) 3
 TH0828
 TH0828.Superseded values are not recommended for survey control.
 TH0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0828.See file dsdata.txt to determine how the superseded data were derived.
 TH0828
 TH0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ8652927394(NAD 83)
 TH0828_MARKER: Z = SEE DESCRIPTION
 TH0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0828+STABILITY: SURFACE MOTION
 TH0828
 TH0828  HISTORY     - Date     Condition        Report By
 TH0828  HISTORY     - 1911     MONUMENTED       IBC
 TH0828  HISTORY     - 1975     GOOD             IBC
 TH0828
 TH0828                          STATION DESCRIPTION
 TH0828
 TH0828'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0828'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0828'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0828'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0828'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0828'
 TH0828'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0828'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0828'---OCTOBER 20, 1818---.
 TH0828'
 TH0828'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0828'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0828'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0828'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0828'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0828'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0828'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0828'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0828'
 TH0828'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0828'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0828'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0828'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0828'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0828'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0828'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0828'AND---CANADA---ON THE WEST SIDE.
 TH0828'
 TH0828'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0828'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0828'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0828'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0828'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0828
 TH0828                          STATION RECOVERY (1975)
 TH0828
 TH0828'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0831 ***********************************************************************
 TH0831  DESIGNATION -  BOUNDARY MON 547 CD US
 TH0831  PID         -  TH0831
 TH0831  STATE/COUNTY-  MT/SHERIDAN
 TH0831  USGS QUAD   -  WHITETAIL (1973)
 TH0831
 TH0831                         *CURRENT SURVEY CONTROL
 TH0831  ___________________________________________________________________
 TH0831* NAD 83(1992)-  48 59 57.36231(N)    105 08 50.47214(W)     ADJUSTED  
 TH0831* NAVD 88     -       799.     (meters)    2621.     (feet)  SCALED    
 TH0831  ___________________________________________________________________
 TH0831  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 TH0831  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 TH0831
 TH0831  HORZ ORDER  -  THIRD
 TH0831
 TH0831.The horizontal coordinates were established by classical geodetic methods
 TH0831.and adjusted by the National Geodetic Survey in July 1992..
 TH0831
 TH0831.The orthometric height was scaled from a topographic map.
 TH0831
 TH0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0831
 TH0831.The geoid height was determined by GEOID03.
 TH0831
 TH0831;                    North         East     Units Scale Factor Converg.
 TH0831;SPC MT       -   536,633.339   918,331.587   MT  0.99999955   +3 11 02.3
 TH0831;SPC MT       - 1,760,608.07  3,012,898.91   iFT  0.99999955   +3 11 02.3
 TH0831;UTM  13      - 5,427,384.791   489,222.046   MT  0.99960143   -0 06 40.3
 TH0831
 TH0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0831!SPC MT       -   0.99987757  x   0.99999955  =   0.99987712
 TH0831!UTM  13      -   0.99987757  x   0.99960143  =   0.99947904
 TH0831
 TH0831:                Primary Azimuth Mark                     Grid Az
 TH0831:SPC MT       -  BOUNDARY MON 546 CD US                   266 54 17.5
 TH0831:UTM  13      -  BOUNDARY MON 546 CD US                   270 12 00.1
 TH0831
 TH0831|---------------------------------------------------------------------|
 TH0831| PID    Reference Object                     Distance      Geod. Az  |
 TH0831|                                                           dddmmss.s |
 TH0831| TH0828 BOUNDARY MON 546 CD US              APPROX. 2.7 KM 2700519.8 |
 TH0831|---------------------------------------------------------------------|
 TH0831
 TH0831                          SUPERSEDED SURVEY CONTROL
 TH0831
 TH0831  NAD 83(1986)-  48 59 57.36335(N)    105 08 50.47259(W) AD(       ) 3
 TH0831
 TH0831.Superseded values are not recommended for survey control.
 TH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0831.See file dsdata.txt to determine how the superseded data were derived.
 TH0831
 TH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ8922227385(NAD 83)
 TH0831_MARKER: Z = SEE DESCRIPTION
 TH0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0831+STABILITY: SURFACE MOTION
 TH0831
 TH0831  HISTORY     - Date     Condition        Report By
 TH0831  HISTORY     - 1911     MONUMENTED       IBC
 TH0831  HISTORY     - 1965     GOOD             IBC
 TH0831  HISTORY     - 1975     GOOD             IBC
 TH0831
 TH0831                          STATION DESCRIPTION
 TH0831
 TH0831'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0831'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0831'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0831'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0831'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0831'
 TH0831'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0831'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0831'---OCTOBER 20, 1818---.
 TH0831'
 TH0831'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0831'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0831'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0831'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0831'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0831'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0831'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0831'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0831'
 TH0831'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0831'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0831'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0831'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0831'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0831'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0831'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0831'AND---CANADA---ON THE WEST SIDE.
 TH0831'
 TH0831'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0831'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0831'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0831'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0831'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0831
 TH0831                          STATION RECOVERY (1965)
 TH0831
 TH0831'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TH0831'RECOVERED IN GOOD CONDITION.
 TH0831
 TH0831                          STATION RECOVERY (1975)
 TH0831
 TH0831'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0832 ***********************************************************************
 TH0832  DESIGNATION -  BOUNDARY MON 548 CD US
 TH0832  PID         -  TH0832
 TH0832  STATE/COUNTY-  MT/SHERIDAN
 TH0832  USGS QUAD   -  GOODALE COULEE (1973)
 TH0832
 TH0832                         *CURRENT SURVEY CONTROL
 TH0832  ___________________________________________________________________
 TH0832* NAD 83(1992)-  48 59 57.32526(N)    105 07 10.21158(W)     ADJUSTED  
 TH0832* NAVD 88     -       790.     (meters)    2592.     (feet)  SCALED    
 TH0832  ___________________________________________________________________
 TH0832  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 TH0832  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 TH0832
 TH0832  HORZ ORDER  -  THIRD
 TH0832
 TH0832.The horizontal coordinates were established by classical geodetic methods
 TH0832.and adjusted by the National Geodetic Survey in July 1992..
 TH0832
 TH0832.The orthometric height was scaled from a topographic map.
 TH0832
 TH0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0832
 TH0832.The geoid height was determined by GEOID03.
 TH0832
 TH0832;                    North         East     Units Scale Factor Converg.
 TH0832;SPC MT       -   536,745.747   920,366.360   MT  0.99999954   +3 12 15.7
 TH0832;SPC MT       - 1,760,976.86  3,019,574.67   iFT  0.99999954   +3 12 15.7
 TH0832;UTM  13      - 5,427,380.067   491,259.104   MT  0.99960094   -0 05 24.7
 TH0832
 TH0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0832!SPC MT       -   0.99987905  x   0.99999954  =   0.99987859
 TH0832!UTM  13      -   0.99987905  x   0.99960094  =   0.99948004
 TH0832
 TH0832:                Primary Azimuth Mark                     Grid Az
 TH0832:SPC MT       -  PULL                                     004 04 26.3
 TH0832:UTM  13      -  PULL                                     007 22 06.7
 TH0832
 TH0832|---------------------------------------------------------------------|
 TH0832| PID    Reference Object                     Distance      Geod. Az  |
 TH0832|                                                           dddmmss.s |
 TH0832| TH0882 PULL                                APPROX. 0.6 KM 0071642.0 |
 TH0832|---------------------------------------------------------------------|
 TH0832
 TH0832                          SUPERSEDED SURVEY CONTROL
 TH0832
 TH0832  NAD 83(1986)-  48 59 57.32627(N)    105 07 10.21188(W) AD(       ) 3
 TH0832
 TH0832.Superseded values are not recommended for survey control.
 TH0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0832.See file dsdata.txt to determine how the superseded data were derived.
 TH0832
 TH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ9125927380(NAD 83)
 TH0832_MARKER: Z = SEE DESCRIPTION
 TH0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0832+STABILITY: SURFACE MOTION
 TH0832
 TH0832  HISTORY     - Date     Condition        Report By
 TH0832  HISTORY     - 1911     MONUMENTED       IBC
 TH0832  HISTORY     - 1975     GOOD             IBC
 TH0832
 TH0832                          STATION DESCRIPTION
 TH0832
 TH0832'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0832'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0832'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0832'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0832'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0832'
 TH0832'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0832'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0832'---OCTOBER 20, 1818---.
 TH0832'
 TH0832'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0832'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0832'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0832'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0832'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0832'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0832'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0832'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0832'
 TH0832'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0832'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0832'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0832'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0832'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0832'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0832'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0832'AND---CANADA---ON THE WEST SIDE.
 TH0832'
 TH0832'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0832'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0832'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0832'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0832'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0832
 TH0832                          STATION RECOVERY (1975)
 TH0832
 TH0832'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0833 ***********************************************************************
 TH0833  DESIGNATION -  BOUNDARY MON 549 CD US
 TH0833  PID         -  TH0833
 TH0833  STATE/COUNTY-  MT/SHERIDAN
 TH0833  USGS QUAD   -  GOODALE COULEE (1973)
 TH0833
 TH0833                         *CURRENT SURVEY CONTROL
 TH0833  ___________________________________________________________________
 TH0833* NAD 83(1992)-  48 59 57.25814(N)    105 04 47.42052(W)     ADJUSTED  
 TH0833* NAVD 88     -       758.     (meters)    2487.     (feet)  SCALED    
 TH0833  ___________________________________________________________________
 TH0833  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 TH0833  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 TH0833
 TH0833  HORZ ORDER  -  THIRD
 TH0833
 TH0833.The horizontal coordinates were established by classical geodetic methods
 TH0833.and adjusted by the National Geodetic Survey in July 1992..
 TH0833
 TH0833.The orthometric height was scaled from a topographic map.
 TH0833
 TH0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0833
 TH0833.The geoid height was determined by GEOID03.
 TH0833
 TH0833;                    North         East     Units Scale Factor Converg.
 TH0833;SPC MT       -   536,906.644   923,264.239   MT  0.99999953   +3 14 00.1
 TH0833;SPC MT       - 1,761,504.74  3,029,082.15   iFT  0.99999953   +3 14 00.1
 TH0833;UTM  13      - 5,427,374.185   494,160.283   MT  0.99960042   -0 03 36.9
 TH0833
 TH0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0833!SPC MT       -   0.99988403  x   0.99999953  =   0.99988356
 TH0833!UTM  13      -   0.99988403  x   0.99960042  =   0.99948450
 TH0833
 TH0833:                Primary Azimuth Mark                     Grid Az
 TH0833:SPC MT       -  PEBBLE                                   210 58 13.1
 TH0833:UTM  13      -  PEBBLE                                   214 15 50.1
 TH0833
 TH0833|---------------------------------------------------------------------|
 TH0833| PID    Reference Object                     Distance      Geod. Az  |
 TH0833|                                                           dddmmss.s |
 TH0833| TH0879 PEBBLE                              APPROX. 2.2 KM 2141213.2 |
 TH0833|---------------------------------------------------------------------|
 TH0833
 TH0833                          SUPERSEDED SURVEY CONTROL
 TH0833
 TH0833  NAD 83(1986)-  48 59 57.25905(N)    105 04 47.42078(W) AD(       ) 3
 TH0833
 TH0833.Superseded values are not recommended for survey control.
 TH0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0833.See file dsdata.txt to determine how the superseded data were derived.
 TH0833
 TH0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ9416027374(NAD 83)
 TH0833_MARKER: Z = SEE DESCRIPTION
 TH0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0833+STABILITY: SURFACE MOTION
 TH0833
 TH0833  HISTORY     - Date     Condition        Report By
 TH0833  HISTORY     - 1911     MONUMENTED       IBC
 TH0833  HISTORY     - 1975     GOOD             IBC
 TH0833
 TH0833                          STATION DESCRIPTION
 TH0833
 TH0833'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0833'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0833'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0833'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0833'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0833'
 TH0833'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0833'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0833'---OCTOBER 20, 1818---.
 TH0833'
 TH0833'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0833'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0833'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0833'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0833'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0833'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0833'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0833'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0833'
 TH0833'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0833'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0833'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0833'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0833'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0833'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0833'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0833'AND---CANADA---ON THE WEST SIDE.
 TH0833'
 TH0833'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0833'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0833'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0833'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0833'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0833
 TH0833                          STATION RECOVERY (1975)
 TH0833
 TH0833'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0834 ***********************************************************************
 TH0834  DESIGNATION -  BOUNDARY MON 550 CD US
 TH0834  PID         -  TH0834
 TH0834  STATE/COUNTY-  MT/SHERIDAN
 TH0834  USGS QUAD   -  GOODALE COULEE (1973)
 TH0834
 TH0834                         *CURRENT SURVEY CONTROL
 TH0834  ___________________________________________________________________
 TH0834* NAD 83(1992)-  48 59 57.21462(N)    105 03 04.74786(W)     ADJUSTED  
 TH0834* NAVD 88     -       726.     (meters)    2382.     (feet)  SCALED    
 TH0834  ___________________________________________________________________
 TH0834  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 TH0834  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 TH0834
 TH0834  HORZ ORDER  -  THIRD
 TH0834
 TH0834.The horizontal coordinates were established by classical geodetic methods
 TH0834.and adjusted by the National Geodetic Survey in July 1992..
 TH0834
 TH0834.The orthometric height was scaled from a topographic map.
 TH0834
 TH0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0834
 TH0834.The geoid height was determined by GEOID03.
 TH0834
 TH0834;                    North         East     Units Scale Factor Converg.
 TH0834;SPC MT       -   537,023.388   925,347.876   MT  0.99999952   +3 15 15.2
 TH0834;SPC MT       - 1,761,887.76  3,035,918.23   iFT  0.99999952   +3 15 15.2
 TH0834;UTM  13      - 5,427,371.039   496,246.352   MT  0.99960017   -0 02 19.4
 TH0834
 TH0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0834!SPC MT       -   0.99988910  x   0.99999952  =   0.99988862
 TH0834!UTM  13      -   0.99988910  x   0.99960017  =   0.99948931
 TH0834
 TH0834:                Primary Azimuth Mark                     Grid Az
 TH0834:SPC MT       -  MERVIN                                   007 32 27.8
 TH0834:UTM  13      -  MERVIN                                   010 50 02.4
 TH0834
 TH0834|---------------------------------------------------------------------|
 TH0834| PID    Reference Object                     Distance      Geod. Az  |
 TH0834|                                                           dddmmss.s |
 TH0834| TH0799 MERVIN                              APPROX. 3.9 KM 0104743.0 |
 TH0834|---------------------------------------------------------------------|
 TH0834
 TH0834                          SUPERSEDED SURVEY CONTROL
 TH0834
 TH0834  NAD 83(1986)-  48 59 57.21549(N)    105 03 04.74789(W) AD(       ) 3
 TH0834
 TH0834.Superseded values are not recommended for survey control.
 TH0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0834.See file dsdata.txt to determine how the superseded data were derived.
 TH0834
 TH0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ9624627371(NAD 83)
 TH0834_MARKER: Z = SEE DESCRIPTION
 TH0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0834+STABILITY: SURFACE MOTION
 TH0834
 TH0834  HISTORY     - Date     Condition        Report By
 TH0834  HISTORY     - 1911     MONUMENTED       IBC
 TH0834  HISTORY     - 1975     GOOD             IBC
 TH0834
 TH0834                          STATION DESCRIPTION
 TH0834
 TH0834'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0834'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0834'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0834'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0834'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0834'
 TH0834'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0834'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0834'---OCTOBER 20, 1818---.
 TH0834'
 TH0834'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0834'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0834'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0834'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0834'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0834'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0834'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0834'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0834'
 TH0834'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0834'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0834'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0834'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0834'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0834'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0834'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0834'AND---CANADA---ON THE WEST SIDE.
 TH0834'
 TH0834'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0834'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0834'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0834'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0834'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0834
 TH0834                          STATION RECOVERY (1975)
 TH0834
 TH0834'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0835 ***********************************************************************
 TH0835  DESIGNATION -  BOUNDARY MON 551 CD US
 TH0835  PID         -  TH0835
 TH0835  STATE/COUNTY-  MT/SHERIDAN
 TH0835  USGS QUAD   -  GOODALE COULEE (1973)
 TH0835
 TH0835                         *CURRENT SURVEY CONTROL
 TH0835  ___________________________________________________________________
 TH0835* NAD 83(1992)-  48 59 57.17680(N)    105 01 09.99439(W)     ADJUSTED  
 TH0835* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 TH0835  ___________________________________________________________________
 TH0835  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 TH0835  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 TH0835
 TH0835  HORZ ORDER  -  THIRD
 TH0835
 TH0835.The horizontal coordinates were established by classical geodetic methods
 TH0835.and adjusted by the National Geodetic Survey in July 1992..
 TH0835
 TH0835.The orthometric height was scaled from a topographic map.
 TH0835
 TH0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0835
 TH0835.The geoid height was determined by GEOID03.
 TH0835
 TH0835;                    North         East     Units Scale Factor Converg.
 TH0835;SPC MT       -   537,155.101   927,676.611   MT  0.99999952   +3 16 39.2
 TH0835;SPC MT       - 1,762,319.89  3,043,558.44   iFT  0.99999952   +3 16 39.2
 TH0835;UTM  13      - 5,427,368.785   498,577.876   MT  0.99960002   -0 00 52.8
 TH0835
 TH0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0835!SPC MT       -   0.99988816  x   0.99999952  =   0.99988768
 TH0835!UTM  13      -   0.99988816  x   0.99960002  =   0.99948823
 TH0835
 TH0835:                Primary Azimuth Mark                     Grid Az
 TH0835:SPC MT       -  BEAVER                                   215 18 03.9
 TH0835:UTM  13      -  BEAVER                                   218 35 35.9
 TH0835
 TH0835|---------------------------------------------------------------------|
 TH0835| PID    Reference Object                     Distance      Geod. Az  |
 TH0835|                                                           dddmmss.s |
 TH0835| TH0752 BEAVER                              APPROX. 2.8 KM 2183443.1 |
 TH0835|---------------------------------------------------------------------|
 TH0835
 TH0835                          SUPERSEDED SURVEY CONTROL
 TH0835
 TH0835  NAD 83(1986)-  48 59 57.17754(N)    105 01 09.99447(W) AD(       ) 3
 TH0835
 TH0835.Superseded values are not recommended for survey control.
 TH0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0835.See file dsdata.txt to determine how the superseded data were derived.
 TH0835
 TH0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ9857827369(NAD 83)
 TH0835_MARKER: Z = SEE DESCRIPTION
 TH0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0835+STABILITY: SURFACE MOTION
 TH0835
 TH0835  HISTORY     - Date     Condition        Report By
 TH0835  HISTORY     - 1911     MONUMENTED       IBC
 TH0835  HISTORY     - 1975     GOOD             IBC
 TH0835
 TH0835                          STATION DESCRIPTION
 TH0835
 TH0835'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0835'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0835'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0835'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0835'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0835'
 TH0835'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0835'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0835'---OCTOBER 20, 1818---.
 TH0835'
 TH0835'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0835'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0835'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0835'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0835'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0835'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0835'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0835'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0835'
 TH0835'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0835'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0835'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0835'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0835'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0835'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0835'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0835'AND---CANADA---ON THE WEST SIDE.
 TH0835'
 TH0835'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0835'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0835'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0835'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0835'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0835
 TH0835                          STATION RECOVERY (1975)
 TH0835
 TH0835'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0836 ***********************************************************************
 TH0836  DESIGNATION -  BOUNDARY MON 552 CD US
 TH0836  PID         -  TH0836
 TH0836  STATE/COUNTY-  MT/SHERIDAN
 TH0836  USGS QUAD   -  DALEVIEW (1983)
 TH0836
 TH0836                         *CURRENT SURVEY CONTROL
 TH0836  ___________________________________________________________________
 TH0836* NAD 83(1992)-  48 59 57.14450(N)    104 59 43.61419(W)     ADJUSTED  
 TH0836* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 TH0836  ___________________________________________________________________
 TH0836  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 TH0836  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 TH0836
 TH0836  HORZ ORDER  -  THIRD
 TH0836
 TH0836.The horizontal coordinates were established by classical geodetic methods
 TH0836.and adjusted by the National Geodetic Survey in July 1992..
 TH0836
 TH0836.The orthometric height was scaled from a topographic map.
 TH0836
 TH0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0836
 TH0836.The geoid height was determined by GEOID03.
 TH0836
 TH0836;                    North         East     Units Scale Factor Converg.
 TH0836;SPC MT       -   537,254.754   929,429.528   MT  0.99999951   +3 17 42.4
 TH0836;SPC MT       - 1,762,646.83  3,049,309.48   iFT  0.99999951   +3 17 42.4
 TH0836;UTM  13      - 5,427,367.615   500,332.922   MT  0.99960000   +0 00 12.4
 TH0836
 TH0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0836!SPC MT       -   0.99988368  x   0.99999951  =   0.99988319
 TH0836!UTM  13      -   0.99988368  x   0.99960000  =   0.99948372
 TH0836
 TH0836:                Primary Azimuth Mark                     Grid Az
 TH0836:SPC MT       -  BEAVER                                   234 55 33.3
 TH0836:UTM  13      -  BEAVER                                   238 13 03.3
 TH0836
 TH0836|---------------------------------------------------------------------|
 TH0836| PID    Reference Object                     Distance      Geod. Az  |
 TH0836|                                                           dddmmss.s |
 TH0836| TH0752 BEAVER                              APPROX. 4.1 KM 2381315.7 |
 TH0836|---------------------------------------------------------------------|
 TH0836
 TH0836                          SUPERSEDED SURVEY CONTROL
 TH0836
 TH0836  NAD 83(1986)-  48 59 57.14516(N)    104 59 43.61429(W) AD(       ) 3
 TH0836
 TH0836.Superseded values are not recommended for survey control.
 TH0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0836.See file dsdata.txt to determine how the superseded data were derived.
 TH0836
 TH0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ0033327368(NAD 83)
 TH0836_MARKER: Z = SEE DESCRIPTION
 TH0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0836+STABILITY: SURFACE MOTION
 TH0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0836+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 TH0836
 TH0836  HISTORY     - Date     Condition        Report By
 TH0836  HISTORY     - 1911     MONUMENTED       IBC
 TH0836  HISTORY     - 1975     GOOD             IBC
 TH0836  HISTORY     - 20050822 GOOD             GEOCAC
 TH0836
 TH0836                          STATION DESCRIPTION
 TH0836
 TH0836'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0836'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0836'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0836'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0836'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0836'
 TH0836'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0836'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0836'---OCTOBER 20, 1818---.
 TH0836'
 TH0836'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0836'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0836'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0836'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0836'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0836'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0836'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0836'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0836'
 TH0836'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0836'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0836'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0836'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0836'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0836'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0836'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0836'AND---CANADA---ON THE WEST SIDE.
 TH0836'
 TH0836'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0836'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0836'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0836'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0836'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0836
 TH0836                          STATION RECOVERY (1975)
 TH0836
 TH0836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0836'RECOVERED IN GOOD CONDITION.
 TH0836
 TH0836                          STATION RECOVERY (2005)
 TH0836
 TH0836'RECOVERY NOTE BY GEOCACHING 2005 (KC)
 TH0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0837 ***********************************************************************
 TH0837  DESIGNATION -  BOUNDARY MON 553 CD US
 TH0837  PID         -  TH0837
 TH0837  STATE/COUNTY-  MT/SHERIDAN
 TH0837  USGS QUAD   -  DALEVIEW (1983)
 TH0837
 TH0837                         *CURRENT SURVEY CONTROL
 TH0837  ___________________________________________________________________
 TH0837* NAD 83(1992)-  48 59 57.05084(N)    104 57 29.12376(W)     ADJUSTED  
 TH0837* NAVD 88     -       730.     (meters)    2395.     (feet)  SCALED    
 TH0837  ___________________________________________________________________
 TH0837  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 TH0837  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 TH0837
 TH0837  HORZ ORDER  -  THIRD
 TH0837
 TH0837.The horizontal coordinates were established by classical geodetic methods
 TH0837.and adjusted by the National Geodetic Survey in July 1992..
 TH0837
 TH0837.The orthometric height was scaled from a topographic map.
 TH0837
 TH0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0837
 TH0837.The geoid height was determined by GEOID03.
 TH0837
 TH0837;                    North         East     Units Scale Factor Converg.
 TH0837;SPC MT       -   537,409.642   932,158.766   MT  0.99999950   +3 19 20.7
 TH0837;SPC MT       - 1,763,154.99  3,058,263.67   iFT  0.99999950   +3 19 20.7
 TH0837;UTM  13      - 5,427,365.559   503,065.458   MT  0.99960012   +0 01 53.9
 TH0837
 TH0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0837!SPC MT       -   0.99988849  x   0.99999950  =   0.99988799
 TH0837!UTM  13      -   0.99988849  x   0.99960012  =   0.99948865
 TH0837
 TH0837:                Primary Azimuth Mark                     Grid Az
 TH0837:SPC MT       -  ROBINSON                                 133 40 33.4
 TH0837:UTM  13      -  ROBINSON                                 136 58 00.2
 TH0837
 TH0837|---------------------------------------------------------------------|
 TH0837| PID    Reference Object                     Distance      Geod. Az  |
 TH0837|                                                           dddmmss.s |
 TH0837| TH0884 ROBINSON                            APPROX. 2.6 KM 1365954.1 |
 TH0837|---------------------------------------------------------------------|
 TH0837
 TH0837                          SUPERSEDED SURVEY CONTROL
 TH0837
 TH0837  NAD 83(1986)-  48 59 57.05139(N)    104 57 29.12391(W) AD(       ) 3
 TH0837
 TH0837.Superseded values are not recommended for survey control.
 TH0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0837.See file dsdata.txt to determine how the superseded data were derived.
 TH0837
 TH0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ0306527366(NAD 83)
 TH0837_MARKER: Z = SEE DESCRIPTION
 TH0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0837+STABILITY: SURFACE MOTION
 TH0837
 TH0837  HISTORY     - Date     Condition        Report By
 TH0837  HISTORY     - 1911     MONUMENTED       IBC
 TH0837  HISTORY     - 1975     GOOD             IBC
 TH0837
 TH0837                          STATION DESCRIPTION
 TH0837
 TH0837'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0837'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0837'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0837'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0837'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0837'
 TH0837'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0837'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0837'---OCTOBER 20, 1818---.
 TH0837'
 TH0837'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0837'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0837'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0837'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0837'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0837'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0837'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0837'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0837'
 TH0837'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0837'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0837'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0837'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0837'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0837'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0837'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0837'AND---CANADA---ON THE WEST SIDE.
 TH0837'
 TH0837'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0837'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0837'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0837'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0837'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0837
 TH0837                          STATION RECOVERY (1975)
 TH0837
 TH0837'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0838 ***********************************************************************
 TH0838  DESIGNATION -  BOUNDARY MON 554 CD US
 TH0838  PID         -  TH0838
 TH0838  STATE/COUNTY-  MT/SHERIDAN
 TH0838  USGS QUAD   -  DALEVIEW (1983)
 TH0838
 TH0838                         *CURRENT SURVEY CONTROL
 TH0838  ___________________________________________________________________
 TH0838* NAD 83(1992)-  48 59 56.93828(N)    104 54 54.39758(W)     ADJUSTED  
 TH0838* NAVD 88     -       755.     (meters)    2477.     (feet)  SCALED    
 TH0838  ___________________________________________________________________
 TH0838  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 TH0838  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TH0838
 TH0838  HORZ ORDER  -  THIRD
 TH0838
 TH0838.The horizontal coordinates were established by classical geodetic methods
 TH0838.and adjusted by the National Geodetic Survey in July 1992..
 TH0838
 TH0838.The orthometric height was scaled from a topographic map.
 TH0838
 TH0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0838
 TH0838.The geoid height was determined by GEOID03.
 TH0838
 TH0838;                    North         East     Units Scale Factor Converg.
 TH0838;SPC MT       -   537,589.296   935,298.570   MT  0.99999948   +3 21 13.9
 TH0838;SPC MT       - 1,763,744.41  3,068,564.86   iFT  0.99999948   +3 21 13.9
 TH0838;UTM  13      - 5,427,364.709   506,209.142   MT  0.99960047   +0 03 50.6
 TH0838
 TH0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0838!SPC MT       -   0.99988454  x   0.99999948  =   0.99988402
 TH0838!UTM  13      -   0.99988454  x   0.99960047  =   0.99948505
 TH0838
 TH0838:                Primary Azimuth Mark                     Grid Az
 TH0838:SPC MT       -  ROBINSON                                 213 25 16.5
 TH0838:UTM  13      -  ROBINSON                                 216 42 39.8
 TH0838
 TH0838|---------------------------------------------------------------------|
 TH0838| PID    Reference Object                     Distance      Geod. Az  |
 TH0838|                                                           dddmmss.s |
 TH0838| TH0884 ROBINSON                            APPROX. 2.3 KM 2164630.4 |
 TH0838|---------------------------------------------------------------------|
 TH0838
 TH0838                          SUPERSEDED SURVEY CONTROL
 TH0838
 TH0838  NAD 83(1986)-  48 59 56.93874(N)    104 54 54.39784(W) AD(       ) 3
 TH0838
 TH0838.Superseded values are not recommended for survey control.
 TH0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0838.See file dsdata.txt to determine how the superseded data were derived.
 TH0838
 TH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ0620927365(NAD 83)
 TH0838_MARKER: Z = SEE DESCRIPTION
 TH0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0838+STABILITY: SURFACE MOTION
 TH0838
 TH0838  HISTORY     - Date     Condition        Report By
 TH0838  HISTORY     - 1911     MONUMENTED       IBC
 TH0838  HISTORY     - 1975     GOOD             IBC
 TH0838
 TH0838                          STATION DESCRIPTION
 TH0838
 TH0838'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0838'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0838'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0838'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0838'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0838'
 TH0838'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0838'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0838'---OCTOBER 20, 1818---.
 TH0838'
 TH0838'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0838'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0838'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0838'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0838'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0838'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0838'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0838'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0838'
 TH0838'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0838'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0838'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0838'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0838'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0838'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0838'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0838'AND---CANADA---ON THE WEST SIDE.
 TH0838'
 TH0838'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0838'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0838'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0838'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0838'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0838
 TH0838                          STATION RECOVERY (1975)
 TH0838
 TH0838'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0839 ***********************************************************************
 TH0839  DESIGNATION -  BOUNDARY MON 555 CD US
 TH0839  PID         -  TH0839
 TH0839  STATE/COUNTY-  MT/SHERIDAN
 TH0839  USGS QUAD   -  OUTLOOK (1983)
 TH0839
 TH0839                         *CURRENT SURVEY CONTROL
 TH0839  ___________________________________________________________________
 TH0839* NAD 83(1992)-  48 59 56.84225(N)    104 52 30.68484(W)     ADJUSTED  
 TH0839* NAVD 88     -       737.     (meters)    2418.     (feet)  SCALED    
 TH0839  ___________________________________________________________________
 TH0839  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 TH0839  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 TH0839
 TH0839  HORZ ORDER  -  THIRD
 TH0839
 TH0839.The horizontal coordinates were established by classical geodetic methods
 TH0839.and adjusted by the National Geodetic Survey in July 1992..
 TH0839
 TH0839.The orthometric height was scaled from a topographic map.
 TH0839
 TH0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0839
 TH0839.The geoid height was determined by GEOID03.
 TH0839
 TH0839;                    North         East     Units Scale Factor Converg.
 TH0839;SPC MT       -   537,757.969   938,214.780   MT  0.99999946   +3 22 59.0
 TH0839;SPC MT       - 1,764,297.80  3,078,132.48   iFT  0.99999946   +3 22 59.0
 TH0839;UTM  13      - 5,427,365.776   509,129.061   MT  0.99960102   +0 05 39.1
 TH0839
 TH0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0839!SPC MT       -   0.99988731  x   0.99999946  =   0.99988677
 TH0839!UTM  13      -   0.99988731  x   0.99960102  =   0.99948838
 TH0839
 TH0839:                Primary Azimuth Mark                     Grid Az
 TH0839:SPC MT       -  ROBINSON                                 243 15 12.7
 TH0839:UTM  13      -  ROBINSON                                 246 32 32.6
 TH0839
 TH0839|---------------------------------------------------------------------|
 TH0839| PID    Reference Object                     Distance      Geod. Az  |
 TH0839|                                                           dddmmss.s |
 TH0839| TH0884 ROBINSON                            APPROX. 4.7 KM 2463811.7 |
 TH0839|---------------------------------------------------------------------|
 TH0839
 TH0839                          SUPERSEDED SURVEY CONTROL
 TH0839
 TH0839  NAD 83(1986)-  48 59 56.84262(N)    104 52 30.68524(W) AD(       ) 3
 TH0839
 TH0839.Superseded values are not recommended for survey control.
 TH0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0839.See file dsdata.txt to determine how the superseded data were derived.
 TH0839
 TH0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ0912927366(NAD 83)
 TH0839_MARKER: Z = SEE DESCRIPTION
 TH0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0839+STABILITY: SURFACE MOTION
 TH0839
 TH0839  HISTORY     - Date     Condition        Report By
 TH0839  HISTORY     - 1911     MONUMENTED       IBC
 TH0839  HISTORY     - 1975     GOOD             IBC
 TH0839
 TH0839                          STATION DESCRIPTION
 TH0839
 TH0839'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0839'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0839'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0839'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0839'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0839'
 TH0839'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0839'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0839'---OCTOBER 20, 1818---.
 TH0839'
 TH0839'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0839'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0839'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0839'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0839'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0839'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0839'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0839'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0839'
 TH0839'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0839'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0839'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0839'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0839'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0839'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0839'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0839'AND---CANADA---ON THE WEST SIDE.
 TH0839'
 TH0839'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0839'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0839'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0839'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0839'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0839
 TH0839                          STATION RECOVERY (1975)
 TH0839
 TH0839'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0840 ***********************************************************************
 TH0840  DESIGNATION -  BOUNDARY MON 556 CD US
 TH0840  PID         -  TH0840
 TH0840  STATE/COUNTY-  MT/SHERIDAN
 TH0840  USGS QUAD   -  OUTLOOK (1983)
 TH0840
 TH0840                         *CURRENT SURVEY CONTROL
 TH0840  ___________________________________________________________________
 TH0840* NAD 83(1992)-  48 59 56.77165(N)    104 50 17.85787(W)     ADJUSTED  
 TH0840* NAVD 88     -       739.     (meters)    2425.     (feet)  SCALED    
 TH0840  ___________________________________________________________________
 TH0840  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 TH0840  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TH0840
 TH0840  HORZ ORDER  -  THIRD
 TH0840
 TH0840.The horizontal coordinates were established by classical geodetic methods
 TH0840.and adjusted by the National Geodetic Survey in July 1992..
 TH0840
 TH0840.The orthometric height was scaled from a topographic map.
 TH0840
 TH0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0840
 TH0840.The geoid height was determined by GEOID03.
 TH0840
 TH0840;                    North         East     Units Scale Factor Converg.
 TH0840;SPC MT       -   537,915.746   940,909.987   MT  0.99999945   +3 24 36.2
 TH0840;SPC MT       - 1,764,815.44  3,086,975.02   iFT  0.99999945   +3 24 36.2
 TH0840;UTM  13      - 5,427,368.689   511,827.806   MT  0.99960172   +0 07 19.3
 TH0840
 TH0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0840!SPC MT       -   0.99988711  x   0.99999945  =   0.99988656
 TH0840!UTM  13      -   0.99988711  x   0.99960172  =   0.99948887
 TH0840
 TH0840:                Primary Azimuth Mark                     Grid Az
 TH0840:SPC MT       -  DAVIS                                    141 44 28.0
 TH0840:UTM  13      -  DAVIS                                    145 01 44.9
 TH0840
 TH0840|---------------------------------------------------------------------|
 TH0840| PID    Reference Object                     Distance      Geod. Az  |
 TH0840|                                                           dddmmss.s |
 TH0840| TH0765 DAVIS                               APPROX. 2.7 KM 1450904.2 |
 TH0840|---------------------------------------------------------------------|
 TH0840
 TH0840                          SUPERSEDED SURVEY CONTROL
 TH0840
 TH0840  NAD 83(1986)-  48 59 56.77195(N)    104 50 17.85847(W) AD(       ) 3
 TH0840
 TH0840.Superseded values are not recommended for survey control.
 TH0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0840.See file dsdata.txt to determine how the superseded data were derived.
 TH0840
 TH0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ1182827369(NAD 83)
 TH0840_MARKER: Z = SEE DESCRIPTION
 TH0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0840+STABILITY: SURFACE MOTION
 TH0840
 TH0840  HISTORY     - Date     Condition        Report By
 TH0840  HISTORY     - 1911     MONUMENTED       IBC
 TH0840  HISTORY     - 1975     GOOD             IBC
 TH0840
 TH0840                          STATION DESCRIPTION
 TH0840
 TH0840'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0840'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0840'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0840'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0840'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0840'
 TH0840'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0840'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0840'---OCTOBER 20, 1818---.
 TH0840'
 TH0840'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0840'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0840'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0840'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0840'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0840'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0840'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0840'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0840'
 TH0840'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0840'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0840'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0840'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0840'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0840'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0840'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0840'AND---CANADA---ON THE WEST SIDE.
 TH0840'
 TH0840'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0840'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0840'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0840'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0840'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0840
 TH0840                          STATION RECOVERY (1975)
 TH0840
 TH0840'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0841 ***********************************************************************
 TH0841  DESIGNATION -  BOUNDARY MON 557 CD US
 TH0841  PID         -  TH0841
 TH0841  STATE/COUNTY-  MT/SHERIDAN
 TH0841  USGS QUAD   -  OUTLOOK (1983)
 TH0841
 TH0841                         *CURRENT SURVEY CONTROL
 TH0841  ___________________________________________________________________
 TH0841* NAD 83(1992)-  48 59 56.70119(N)    104 48 18.43931(W)     ADJUSTED  
 TH0841* NAVD 88     -       765.     (meters)    2510.     (feet)  SCALED    
 TH0841  ___________________________________________________________________
 TH0841  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 TH0841  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TH0841
 TH0841  HORZ ORDER  -  THIRD
 TH0841
 TH0841.The horizontal coordinates were established by classical geodetic methods
 TH0841.and adjusted by the National Geodetic Survey in July 1992..
 TH0841
 TH0841.The orthometric height was scaled from a topographic map.
 TH0841
 TH0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0841
 TH0841.The geoid height was determined by GEOID03.
 TH0841
 TH0841;                    North         East     Units Scale Factor Converg.
 TH0841;SPC MT       -   538,058.465   943,333.073   MT  0.99999944   +3 26 03.6
 TH0841;SPC MT       - 1,765,283.68  3,094,924.78   iFT  0.99999944   +3 26 03.6
 TH0841;UTM  13      - 5,427,372.211   514,254.124   MT  0.99960250   +0 08 49.5
 TH0841
 TH0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0841!SPC MT       -   0.99988300  x   0.99999944  =   0.99988244
 TH0841!UTM  13      -   0.99988300  x   0.99960250  =   0.99948555
 TH0841
 TH0841:                Primary Azimuth Mark                     Grid Az
 TH0841:SPC MT       -  ZEMPER                                   096 08 30.9
 TH0841:UTM  13      -  ZEMPER                                   099 25 45.0
 TH0841
 TH0841|---------------------------------------------------------------------|
 TH0841| PID    Reference Object                     Distance      Geod. Az  |
 TH0841|                                                           dddmmss.s |
 TH0841| TH0897 ZEMPER                              APPROX. 1.2 KM 0993434.5 |
 TH0841|---------------------------------------------------------------------|
 TH0841
 TH0841                          SUPERSEDED SURVEY CONTROL
 TH0841
 TH0841  NAD 83(1986)-  48 59 56.70141(N)    104 48 18.44002(W) AD(       ) 3
 TH0841
 TH0841.Superseded values are not recommended for survey control.
 TH0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0841.See file dsdata.txt to determine how the superseded data were derived.
 TH0841
 TH0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ1425427372(NAD 83)
 TH0841_MARKER: Z = SEE DESCRIPTION
 TH0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0841+STABILITY: SURFACE MOTION
 TH0841
 TH0841  HISTORY     - Date     Condition        Report By
 TH0841  HISTORY     - 1911     MONUMENTED       IBC
 TH0841  HISTORY     - 1975     GOOD             IBC
 TH0841
 TH0841                          STATION DESCRIPTION
 TH0841
 TH0841'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0841'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0841'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0841'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0841'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0841'
 TH0841'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0841'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0841'---OCTOBER 20, 1818---.
 TH0841'
 TH0841'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0841'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0841'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0841'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0841'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0841'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0841'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0841'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0841'
 TH0841'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0841'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0841'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0841'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0841'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0841'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0841'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0841'AND---CANADA---ON THE WEST SIDE.
 TH0841'
 TH0841'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0841'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0841'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0841'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0841'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0841
 TH0841                          STATION RECOVERY (1975)
 TH0841
 TH0841'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0842 ***********************************************************************
 TH0842  DESIGNATION -  BOUNDARY MON 558 CD US
 TH0842  PID         -  TH0842
 TH0842  STATE/COUNTY-  MT/SHERIDAN
 TH0842  USGS QUAD   -  OUTLOOK (1983)
 TH0842
 TH0842                         *CURRENT SURVEY CONTROL
 TH0842  ___________________________________________________________________
 TH0842* NAD 83(1992)-  48 59 56.60304(N)    104 45 50.27403(W)     ADJUSTED  
 TH0842* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 TH0842  ___________________________________________________________________
 TH0842  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 TH0842  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TH0842
 TH0842  HORZ ORDER  -  THIRD
 TH0842
 TH0842.The horizontal coordinates were established by classical geodetic methods
 TH0842.and adjusted by the National Geodetic Survey in July 1992..
 TH0842
 TH0842.The orthometric height was scaled from a topographic map.
 TH0842
 TH0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0842
 TH0842.The geoid height was determined by GEOID03.
 TH0842
 TH0842;                    North         East     Units Scale Factor Converg.
 TH0842;SPC MT       -   538,236.636   946,339.387   MT  0.99999942   +3 27 51.9
 TH0842;SPC MT       - 1,765,868.23  3,104,788.02   iFT  0.99999942   +3 27 51.9
 TH0842;UTM  13      - 5,427,377.724   517,264.515   MT  0.99960366   +0 10 41.3
 TH0842
 TH0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0842!SPC MT       -   0.99988116  x   0.99999942  =   0.99988058
 TH0842!UTM  13      -   0.99988116  x   0.99960366  =   0.99948486
 TH0842
 TH0842|---------------------------------------------------------------------|
 TH0842| PID    Reference Object                     Distance      Geod. Az  |
 TH0842|                                                           dddmmss.s |
 TH0842| TH0787 JOHNSON                             323.917 METERS 12507     |
 TH0842| TH0897 ZEMPER                              APPROX. 1.9 KM 2640928.0 |
 TH0842|---------------------------------------------------------------------|
 TH0842
 TH0842                          SUPERSEDED SURVEY CONTROL
 TH0842
 TH0842  NAD 83(1986)-  48 59 56.60318(N)    104 45 50.27492(W) AD(       ) 3
 TH0842
 TH0842.Superseded values are not recommended for survey control.
 TH0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0842.See file dsdata.txt to determine how the superseded data were derived.
 TH0842
 TH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ1726527378(NAD 83)
 TH0842_MARKER: Z = SEE DESCRIPTION
 TH0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0842+STABILITY: SURFACE MOTION
 TH0842
 TH0842  HISTORY     - Date     Condition        Report By
 TH0842  HISTORY     - 1911     MONUMENTED       IBC
 TH0842  HISTORY     - 1975     GOOD             IBC
 TH0842
 TH0842                          STATION DESCRIPTION
 TH0842
 TH0842'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0842'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0842'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0842'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0842'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0842'
 TH0842'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0842'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0842'---OCTOBER 20, 1818---.
 TH0842'
 TH0842'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0842'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0842'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0842'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0842'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0842'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0842'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0842'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0842'
 TH0842'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0842'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0842'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0842'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0842'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0842'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0842'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0842'AND---CANADA---ON THE WEST SIDE.
 TH0842'
 TH0842'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0842'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0842'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0842'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0842'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0842
 TH0842                          STATION RECOVERY (1975)
 TH0842
 TH0842'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0843 ***********************************************************************
 TH0843  DESIGNATION -  BOUNDARY MON 559 CD US
 TH0843  PID         -  TH0843
 TH0843  STATE/COUNTY-  MT/SHERIDAN
 TH0843  USGS QUAD   -  PLENTYWOOD NW (1983)
 TH0843
 TH0843                         *CURRENT SURVEY CONTROL
 TH0843  ___________________________________________________________________
 TH0843* NAD 83(1992)-  48 59 56.56650(N)    104 44 54.90691(W)     ADJUSTED  
 TH0843* NAVD 88     -       775.     (meters)    2543.     (feet)  SCALED    
 TH0843  ___________________________________________________________________
 TH0843  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 TH0843  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TH0843
 TH0843  HORZ ORDER  -  THIRD
 TH0843
 TH0843.The horizontal coordinates were established by classical geodetic methods
 TH0843.and adjusted by the National Geodetic Survey in July 1992..
 TH0843
 TH0843.The orthometric height was scaled from a topographic map.
 TH0843
 TH0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0843
 TH0843.The geoid height was determined by GEOID03.
 TH0843
 TH0843;                    North         East     Units Scale Factor Converg.
 TH0843;SPC MT       -   538,303.625   947,462.777   MT  0.99999941   +3 28 32.4
 TH0843;SPC MT       - 1,766,088.01  3,108,473.68   iFT  0.99999941   +3 28 32.4
 TH0843;UTM  13      - 5,427,380.207   518,389.452   MT  0.99960415   +0 11 23.1
 TH0843
 TH0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0843!SPC MT       -   0.99988148  x   0.99999941  =   0.99988089
 TH0843!UTM  13      -   0.99988148  x   0.99960415  =   0.99948568
 TH0843
 TH0843:                Primary Azimuth Mark                     Grid Az
 TH0843:SPC MT       -  JOHNSON                                  254 22 58.3
 TH0843:UTM  13      -  JOHNSON                                  257 40 07.6
 TH0843
 TH0843|---------------------------------------------------------------------|
 TH0843| PID    Reference Object                     Distance      Geod. Az  |
 TH0843|                                                           dddmmss.s |
 TH0843| TH0787 JOHNSON                             APPROX. 0.9 KM 2575130.7 |
 TH0843|---------------------------------------------------------------------|
 TH0843
 TH0843                          SUPERSEDED SURVEY CONTROL
 TH0843
 TH0843  NAD 83(1986)-  48 59 56.56663(N)    104 44 54.90786(W) AD(       ) 3
 TH0843
 TH0843.Superseded values are not recommended for survey control.
 TH0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0843.See file dsdata.txt to determine how the superseded data were derived.
 TH0843
 TH0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ1838927380(NAD 83)
 TH0843_MARKER: Z = SEE DESCRIPTION
 TH0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0843+STABILITY: SURFACE MOTION
 TH0843
 TH0843  HISTORY     - Date     Condition        Report By
 TH0843  HISTORY     - 1911     MONUMENTED       IBC
 TH0843  HISTORY     - 1975     GOOD             IBC
 TH0843
 TH0843                          STATION DESCRIPTION
 TH0843
 TH0843'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0843'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0843'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0843'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0843'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0843'
 TH0843'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0843'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0843'---OCTOBER 20, 1818---.
 TH0843'
 TH0843'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0843'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0843'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0843'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0843'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0843'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0843'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0843'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0843'
 TH0843'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0843'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0843'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0843'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0843'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0843'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0843'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0843'AND---CANADA---ON THE WEST SIDE.
 TH0843'
 TH0843'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0843'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0843'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0843'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0843'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0843
 TH0843                          STATION RECOVERY (1975)
 TH0843
 TH0843'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0844 ***********************************************************************
 TH0844  DESIGNATION -  BOUNDARY MON 560 CD US
 TH0844  PID         -  TH0844
 TH0844  STATE/COUNTY-  MT/SHERIDAN
 TH0844  USGS QUAD   -  PLENTYWOOD NW (1983)
 TH0844
 TH0844                         *CURRENT SURVEY CONTROL
 TH0844  ___________________________________________________________________
 TH0844* NAD 83(1992)-  48 59 56.51464(N)    104 43 20.35839(W)     ADJUSTED  
 TH0844* NAVD 88     -       763.     (meters)    2503.     (feet)  SCALED    
 TH0844  ___________________________________________________________________
 TH0844  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 TH0844  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TH0844
 TH0844  HORZ ORDER  -  THIRD
 TH0844
 TH0844.The horizontal coordinates were established by classical geodetic methods
 TH0844.and adjusted by the National Geodetic Survey in July 1992..
 TH0844
 TH0844.The orthometric height was scaled from a topographic map.
 TH0844
 TH0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0844
 TH0844.The geoid height was determined by GEOID03.
 TH0844
 TH0844;                    North         East     Units Scale Factor Converg.
 TH0844;SPC MT       -   538,418.856   949,381.101   MT  0.99999940   +3 29 41.6
 TH0844;SPC MT       - 1,766,466.06  3,114,767.39   iFT  0.99999940   +3 29 41.6
 TH0844;UTM  13      - 5,427,385.299   520,310.469   MT  0.99960507   +0 12 34.4
 TH0844
 TH0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0844!SPC MT       -   0.99988326  x   0.99999940  =   0.99988266
 TH0844!UTM  13      -   0.99988326  x   0.99960507  =   0.99948837
 TH0844
 TH0844:                Primary Azimuth Mark                     Grid Az
 TH0844:SPC MT       -  JOHNSON                                  262 44 39.9
 TH0844:UTM  13      -  JOHNSON                                  266 01 47.1
 TH0844
 TH0844|---------------------------------------------------------------------|
 TH0844| PID    Reference Object                     Distance      Geod. Az  |
 TH0844|                                                           dddmmss.s |
 TH0844| TH0787 JOHNSON                             APPROX. 2.8 KM 2661421.5 |
 TH0844|---------------------------------------------------------------------|
 TH0844
 TH0844                          SUPERSEDED SURVEY CONTROL
 TH0844
 TH0844  NAD 83(1986)-  48 59 56.51475(N)    104 43 20.35942(W) AD(       ) 3
 TH0844
 TH0844.Superseded values are not recommended for survey control.
 TH0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0844.See file dsdata.txt to determine how the superseded data were derived.
 TH0844
 TH0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ2031027385(NAD 83)
 TH0844_MARKER: Z = SEE DESCRIPTION
 TH0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0844+STABILITY: SURFACE MOTION
 TH0844
 TH0844  HISTORY     - Date     Condition        Report By
 TH0844  HISTORY     - 1911     MONUMENTED       IBC
 TH0844  HISTORY     - 1975     GOOD             IBC
 TH0844
 TH0844                          STATION DESCRIPTION
 TH0844
 TH0844'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0844'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0844'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0844'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0844'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0844'
 TH0844'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0844'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0844'---OCTOBER 20, 1818---.
 TH0844'
 TH0844'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0844'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0844'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0844'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0844'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0844'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0844'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0844'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0844'
 TH0844'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0844'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0844'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0844'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0844'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0844'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0844'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0844'AND---CANADA---ON THE WEST SIDE.
 TH0844'
 TH0844'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0844'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0844'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0844'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0844'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0844
 TH0844                          STATION RECOVERY (1975)
 TH0844
 TH0844'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0845 ***********************************************************************
 TH0845  DESIGNATION -  BOUNDARY MON 561 CD US
 TH0845  PID         -  TH0845
 TH0845  STATE/COUNTY-  MT/SHERIDAN
 TH0845  USGS QUAD   -  PLENTYWOOD NW (1983)
 TH0845
 TH0845                         *CURRENT SURVEY CONTROL
 TH0845  ___________________________________________________________________
 TH0845* NAD 83(1992)-  48 59 56.44358(N)    104 41 06.02217(W)     ADJUSTED  
 TH0845* NAVD 88     -       728.     (meters)    2388.     (feet)  SCALED    
 TH0845  ___________________________________________________________________
 TH0845  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 TH0845  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TH0845
 TH0845  HORZ ORDER  -  THIRD
 TH0845
 TH0845.The horizontal coordinates were established by classical geodetic methods
 TH0845.and adjusted by the National Geodetic Survey in July 1992..
 TH0845
 TH0845.The orthometric height was scaled from a topographic map.
 TH0845
 TH0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0845
 TH0845.The geoid height was determined by GEOID03.
 TH0845
 TH0845;                    North         East     Units Scale Factor Converg.
 TH0845;SPC MT       -   538,583.764   952,106.620   MT  0.99999939   +3 31 19.9
 TH0845;SPC MT       - 1,767,007.10  3,123,709.38   iFT  0.99999939   +3 31 19.9
 TH0845;UTM  13      - 5,427,393.759   523,039.884   MT  0.99960652   +0 14 15.8
 TH0845
 TH0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0845!SPC MT       -   0.99988872  x   0.99999939  =   0.99988811
 TH0845!UTM  13      -   0.99988872  x   0.99960652  =   0.99949528
 TH0845
 TH0845:                Primary Azimuth Mark                     Grid Az
 TH0845:SPC MT       -  BOB                                      320 20 10.8
 TH0845:UTM  13      -  BOB                                      323 37 14.9
 TH0845
 TH0845|---------------------------------------------------------------------|
 TH0845| PID    Reference Object                     Distance      Geod. Az  |
 TH0845|                                                           dddmmss.s |
 TH0845| TH0756 BOB                                 APPROX. 1.1 KM 3235130.7 |
 TH0845|---------------------------------------------------------------------|
 TH0845
 TH0845                          SUPERSEDED SURVEY CONTROL
 TH0845
 TH0845  NAD 83(1986)-  48 59 56.44369(N)    104 41 06.02332(W) AD(       ) 3
 TH0845
 TH0845.Superseded values are not recommended for survey control.
 TH0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0845.See file dsdata.txt to determine how the superseded data were derived.
 TH0845
 TH0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ2304027394(NAD 83)
 TH0845_MARKER: Z = SEE DESCRIPTION
 TH0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0845+STABILITY: SURFACE MOTION
 TH0845
 TH0845  HISTORY     - Date     Condition        Report By
 TH0845  HISTORY     - 1911     MONUMENTED       IBC
 TH0845  HISTORY     - 1975     GOOD             IBC
 TH0845
 TH0845                          STATION DESCRIPTION
 TH0845
 TH0845'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0845'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0845'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0845'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0845'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0845'
 TH0845'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0845'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0845'---OCTOBER 20, 1818---.
 TH0845'
 TH0845'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0845'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0845'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0845'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0845'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0845'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0845'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0845'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0845'
 TH0845'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0845'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0845'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0845'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0845'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0845'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0845'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0845'AND---CANADA---ON THE WEST SIDE.
 TH0845'
 TH0845'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0845'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0845'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0845'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0845'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0845
 TH0845                          STATION RECOVERY (1975)
 TH0845
 TH0845'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0846 ***********************************************************************
 TH0846  DESIGNATION -  BOUNDARY MON 562 CD US
 TH0846  PID         -  TH0846
 TH0846  STATE/COUNTY-  MT/SHERIDAN
 TH0846  USGS QUAD   -  PLENTYWOOD NW (1983)
 TH0846
 TH0846                         *CURRENT SURVEY CONTROL
 TH0846  ___________________________________________________________________
 TH0846* NAD 83(1992)-  48 59 56.63313(N)    104 39 10.08153(W)     ADJUSTED  
 TH0846* NAVD 88     -       742.     (meters)    2434.     (feet)  SCALED    
 TH0846  ___________________________________________________________________
 TH0846  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 TH0846  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TH0846
 TH0846  HORZ ORDER  -  THIRD
 TH0846
 TH0846.The horizontal coordinates were established by classical geodetic methods
 TH0846.and adjusted by the National Geodetic Survey in July 1992..
 TH0846
 TH0846.The orthometric height was scaled from a topographic map.
 TH0846
 TH0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0846
 TH0846.The geoid height was determined by GEOID03.
 TH0846
 TH0846;                    North         East     Units Scale Factor Converg.
 TH0846;SPC MT       -   538,734.869   954,458.373   MT  0.99999942   +3 32 44.7
 TH0846;SPC MT       - 1,767,502.85  3,131,425.11   iFT  0.99999942   +3 32 44.7
 TH0846;UTM  13      - 5,427,409.886   525,395.508   MT  0.99960792   +0 15 43.3
 TH0846
 TH0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0846!SPC MT       -   0.99988667  x   0.99999942  =   0.99988609
 TH0846!UTM  13      -   0.99988667  x   0.99960792  =   0.99949464
 TH0846
 TH0846:                Primary Azimuth Mark                     Grid Az
 TH0846:SPC MT       -  GUARD                                    269 10 08.0
 TH0846:UTM  13      -  GUARD                                    272 27 09.4
 TH0846
 TH0846|---------------------------------------------------------------------|
 TH0846| PID    Reference Object                     Distance      Geod. Az  |
 TH0846|                                                           dddmmss.s |
 TH0846| TH0779 GUARD                               APPROX. 1.1 KM 2724252.7 |
 TH0846|---------------------------------------------------------------------|
 TH0846
 TH0846                          SUPERSEDED SURVEY CONTROL
 TH0846
 TH0846  NAD 83(1986)-  48 59 56.63322(N)    104 39 10.08283(W) AD(       ) 3
 TH0846
 TH0846.Superseded values are not recommended for survey control.
 TH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0846.See file dsdata.txt to determine how the superseded data were derived.
 TH0846
 TH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ2539627410(NAD 83)
 TH0846_MARKER: Z = SEE DESCRIPTION
 TH0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0846+STABILITY: SURFACE MOTION
 TH0846
 TH0846  HISTORY     - Date     Condition        Report By
 TH0846  HISTORY     - 1911     MONUMENTED       IBC
 TH0846  HISTORY     - 1975     GOOD             IBC
 TH0846
 TH0846                          STATION DESCRIPTION
 TH0846
 TH0846'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0846'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0846'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0846'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0846'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0846'
 TH0846'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0846'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0846'---OCTOBER 20, 1818---.
 TH0846'
 TH0846'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0846'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0846'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0846'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0846'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0846'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0846'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0846'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0846'
 TH0846'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0846'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0846'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0846'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0846'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0846'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0846'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0846'AND---CANADA---ON THE WEST SIDE.
 TH0846'
 TH0846'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0846'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0846'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0846'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0846'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0846
 TH0846                          STATION RECOVERY (1975)
 TH0846
 TH0846'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0847 ***********************************************************************
 TH0847  DESIGNATION -  BOUNDARY MON 563 CD US
 TH0847  PID         -  TH0847
 TH0847  STATE/COUNTY-  MT/SHERIDAN
 TH0847  USGS QUAD   -  PLENTYWOOD NW (1983)
 TH0847
 TH0847                         *CURRENT SURVEY CONTROL
 TH0847  ___________________________________________________________________
 TH0847* NAD 83(1992)-  48 59 56.77881(N)    104 37 46.73989(W)     ADJUSTED  
 TH0847* NAVD 88     -       742.     (meters)    2434.     (feet)  SCALED    
 TH0847  ___________________________________________________________________
 TH0847  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 TH0847  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TH0847
 TH0847  HORZ ORDER  -  THIRD
 TH0847
 TH0847.The horizontal coordinates were established by classical geodetic methods
 TH0847.and adjusted by the National Geodetic Survey in July 1992..
 TH0847
 TH0847.The orthometric height was scaled from a topographic map.
 TH0847
 TH0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0847
 TH0847.The geoid height was determined by GEOID03.
 TH0847
 TH0847;                    North         East     Units Scale Factor Converg.
 TH0847;SPC MT       -   538,844.377   956,148.827   MT  0.99999945   +3 33 45.7
 TH0847;SPC MT       - 1,767,862.13  3,136,971.22   iFT  0.99999945   +3 33 45.7
 TH0847;UTM  13      - 5,427,422.387   527,088.795   MT  0.99960901   +0 16 46.2
 TH0847
 TH0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0847!SPC MT       -   0.99988662  x   0.99999945  =   0.99988607
 TH0847!UTM  13      -   0.99988662  x   0.99960901  =   0.99949567
 TH0847
 TH0847:                Primary Azimuth Mark                     Grid Az
 TH0847:SPC MT       -  IN                                       321 39 51.2
 TH0847:UTM  13      -  IN                                       324 56 50.7
 TH0847
 TH0847|---------------------------------------------------------------------|
 TH0847| PID    Reference Object                     Distance      Geod. Az  |
 TH0847|                                                           dddmmss.s |
 TH0847| TH0785 IN                                  APPROX. 0.5 KM 3251336.9 |
 TH0847|---------------------------------------------------------------------|
 TH0847
 TH0847                          SUPERSEDED SURVEY CONTROL
 TH0847
 TH0847  NAD 83(1986)-  48 59 56.77889(N)    104 37 46.74128(W) AD(       ) 3
 TH0847
 TH0847.Superseded values are not recommended for survey control.
 TH0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0847.See file dsdata.txt to determine how the superseded data were derived.
 TH0847
 TH0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ2708927422(NAD 83)
 TH0847_MARKER: Z = SEE DESCRIPTION
 TH0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0847+STABILITY: SURFACE MOTION
 TH0847
 TH0847  HISTORY     - Date     Condition        Report By
 TH0847  HISTORY     - 1911     MONUMENTED       IBC
 TH0847  HISTORY     - 1975     GOOD             IBC
 TH0847
 TH0847                          STATION DESCRIPTION
 TH0847
 TH0847'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0847'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0847'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0847'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0847'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0847'
 TH0847'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0847'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0847'---OCTOBER 20, 1818---.
 TH0847'
 TH0847'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0847'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0847'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0847'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0847'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0847'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0847'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0847'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0847'
 TH0847'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0847'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0847'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0847'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0847'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0847'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0847'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0847'AND---CANADA---ON THE WEST SIDE.
 TH0847'
 TH0847'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0847'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0847'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0847'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0847'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0847
 TH0847                          STATION RECOVERY (1975)
 TH0847
 TH0847'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0849 ***********************************************************************
 TH0849  DESIGNATION -  BOUNDARY MON 564 A
 TH0849  PID         -  TH0849
 TH0849  STATE/COUNTY-  MT/SHERIDAN
 TH0849  USGS QUAD   -  RAYMOND (1983)
 TH0849
 TH0849                         *CURRENT SURVEY CONTROL
 TH0849  ___________________________________________________________________
 TH0849* NAD 83(1992)-  48 59 57.11553(N)    104 34 29.11120(W)     ADJUSTED  
 TH0849* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 TH0849  ___________________________________________________________________
 TH0849  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 TH0849  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TH0849
 TH0849  HORZ ORDER  -  THIRD
 TH0849
 TH0849.The horizontal coordinates were established by classical geodetic methods
 TH0849.and adjusted by the National Geodetic Survey in July 1992..
 TH0849
 TH0849.The orthometric height was scaled from a topographic map.
 TH0849
 TH0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0849
 TH0849.The geoid height was determined by GEOID03.
 TH0849
 TH0849;                    North         East     Units Scale Factor Converg.
 TH0849;SPC MT       -   539,105.779   960,157.293   MT  0.99999951   +3 36 10.2
 TH0849;SPC MT       - 1,768,719.75  3,150,122.35   iFT  0.99999951   +3 36 10.2
 TH0849;UTM  13      - 5,427,453.824   531,104.091   MT  0.99961188   +0 19 15.4
 TH0849
 TH0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0849!SPC MT       -   0.99988732  x   0.99999951  =   0.99988683
 TH0849!UTM  13      -   0.99988732  x   0.99961188  =   0.99949924
 TH0849
 TH0849|---------------------------------------------------------------------|
 TH0849| PID    Reference Object                     Distance      Geod. Az  |
 TH0849|                                                           dddmmss.s |
 TH0849| TH0850 BOUNDARY MON 564 B                   32.766 METERS 08951     |
 TH0849| TH0793 LIP                                 APPROX. 0.9 KM 1920005.7 |
 TH0849|---------------------------------------------------------------------|
 TH0849
 TH0849                          SUPERSEDED SURVEY CONTROL
 TH0849
 TH0849  NAD 83(1986)-  48 59 57.11560(N)    104 34 29.11282(W) AD(       ) 3
 TH0849
 TH0849.Superseded values are not recommended for survey control.
 TH0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0849.See file dsdata.txt to determine how the superseded data were derived.
 TH0849
 TH0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ3110427454(NAD 83)
 TH0849_MARKER: U = CONCRETE POST
 TH0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0849+STABILITY: SURFACE MOTION
 TH0849
 TH0849  HISTORY     - Date     Condition        Report By
 TH0849  HISTORY     - 1937     MONUMENTED       IBC
 TH0849  HISTORY     - 1941     GOOD             IBC
 TH0849  HISTORY     - 1956     GOOD             IBC
 TH0849  HISTORY     - 1965     GOOD             IBC
 TH0849  HISTORY     - 1971     GOOD             IBC
 TH0849  HISTORY     - 1975     GOOD             IBC
 TH0849
 TH0849                          STATION DESCRIPTION
 TH0849
 TH0849'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TH0849'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TH0849'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TH0849'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TH0849'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TH0849'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TH0849'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TH0849'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TH0849'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TH0849'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TH0849'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TH0849'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TH0849'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TH0849'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TH0849'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TH0849'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TH0849'CONCRETE.
 TH0849'
 TH0849'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TH0849'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TH0849'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TH0849'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TH0849'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TH0849'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TH0849'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TH0849'564 AND 565, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TH0849'CROSSING ON THE HIGHWAY MONTANA N0 16, SASKATCHEWAN NO 6, BETWEEN
 TH0849'PLENTYWOOD, MONTANA, AND REGWAY, SASKATCHEWAN.
 TH0849
 TH0849                          STATION RECOVERY (1941)
 TH0849
 TH0849'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TH0849'RECOVERED IN GOOD CONDITION.
 TH0849
 TH0849                          STATION RECOVERY (1956)
 TH0849
 TH0849'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TH0849'RECOVERED IN GOOD CONDITION.
 TH0849
 TH0849                          STATION RECOVERY (1965)
 TH0849
 TH0849'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TH0849'RECOVERED IN GOOD CONDITION.
 TH0849
 TH0849                          STATION RECOVERY (1971)
 TH0849
 TH0849'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TH0849'RECOVERED IN GOOD CONDITION.
 TH0849
 TH0849                          STATION RECOVERY (1975)
 TH0849
 TH0849'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0850 ***********************************************************************
 TH0850  DESIGNATION -  BOUNDARY MON 564 B
 TH0850  PID         -  TH0850
 TH0850  STATE/COUNTY-  MT/SHERIDAN
 TH0850  USGS QUAD   -  RAYMOND (1983)
 TH0850
 TH0850                         *CURRENT SURVEY CONTROL
 TH0850  ___________________________________________________________________
 TH0850* NAD 83(1992)-  48 59 57.11819(N)    104 34 27.49915(W)     ADJUSTED  
 TH0850* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 TH0850  ___________________________________________________________________
 TH0850  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 TH0850  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TH0850
 TH0850  HORZ ORDER  -  THIRD
 TH0850
 TH0850.The horizontal coordinates were established by classical geodetic methods
 TH0850.and adjusted by the National Geodetic Survey in July 1992..
 TH0850
 TH0850.The orthometric height was scaled from a topographic map.
 TH0850
 TH0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0850
 TH0850.The geoid height was determined by GEOID03.
 TH0850
 TH0850;                    North         East     Units Scale Factor Converg.
 TH0850;SPC MT       -   539,107.920   960,189.990   MT  0.99999951   +3 36 11.4
 TH0850;SPC MT       - 1,768,726.77  3,150,229.63   iFT  0.99999951   +3 36 11.4
 TH0850;UTM  13      - 5,427,454.090   531,136.843   MT  0.99961191   +0 19 16.6
 TH0850
 TH0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0850!SPC MT       -   0.99988732  x   0.99999951  =   0.99988683
 TH0850!UTM  13      -   0.99988732  x   0.99961191  =   0.99949927
 TH0850
 TH0850:                Primary Azimuth Mark                     Grid Az
 TH0850:SPC MT       -  BOUNDARY MON 565 CD US                   086 15 12.5
 TH0850:UTM  13      -  BOUNDARY MON 565 CD US                   089 32 07.3
 TH0850
 TH0850|---------------------------------------------------------------------|
 TH0850| PID    Reference Object                     Distance      Geod. Az  |
 TH0850|                                                           dddmmss.s |
 TH0850| TH0748 BOUNDARY MON 565 CD US              APPROX. 0.5 KM 0895123.9 |
 TH0850| TH0849 BOUNDARY MON 564 A                   32.766 METERS 26951     |
 TH0850|---------------------------------------------------------------------|
 TH0850
 TH0850                          SUPERSEDED SURVEY CONTROL
 TH0850
 TH0850  NAD 83(1986)-  48 59 57.11826(N)    104 34 27.50077(W) AD(       ) 3
 TH0850
 TH0850.Superseded values are not recommended for survey control.
 TH0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0850.See file dsdata.txt to determine how the superseded data were derived.
 TH0850
 TH0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ3113727454(NAD 83)
 TH0850_MARKER: U = CONCRETE POST
 TH0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0850+STABILITY: SURFACE MOTION
 TH0850
 TH0850  HISTORY     - Date     Condition        Report By
 TH0850  HISTORY     - 1937     MONUMENTED       IBC
 TH0850  HISTORY     - 1941     GOOD             IBC
 TH0850  HISTORY     - 1956     GOOD             IBC
 TH0850  HISTORY     - 1965     GOOD             IBC
 TH0850  HISTORY     - 1971     GOOD             IBC
 TH0850  HISTORY     - 1975     GOOD             IBC
 TH0850
 TH0850                          STATION DESCRIPTION
 TH0850
 TH0850'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TH0850'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TH0850'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TH0850'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TH0850'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TH0850'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TH0850'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TH0850'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TH0850'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TH0850'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TH0850'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TH0850'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TH0850'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TH0850'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TH0850'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TH0850'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TH0850'CONCRETE.
 TH0850'
 TH0850'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TH0850'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TH0850'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TH0850'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TH0850'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TH0850'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TH0850'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TH0850'564 AND 565, ON THE EAST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TH0850'CROSSING ON THE HIGHWAY MONTANA N0 16, SASKATCHEWAN NO 6, BETWEEN
 TH0850'PLENTYWOOD, MONTANA, AND REGWAY, SASKATCHEWAN.
 TH0850
 TH0850                          STATION RECOVERY (1941)
 TH0850
 TH0850'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TH0850'RECOVERED IN GOOD CONDITION.
 TH0850
 TH0850                          STATION RECOVERY (1956)
 TH0850
 TH0850'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TH0850'RECOVERED IN GOOD CONDITION.
 TH0850
 TH0850                          STATION RECOVERY (1965)
 TH0850
 TH0850'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TH0850'RECOVERED IN GOOD CONDITION.
 TH0850
 TH0850                          STATION RECOVERY (1971)
 TH0850
 TH0850'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TH0850'RECOVERED IN GOOD CONDITION.
 TH0850
 TH0850                          STATION RECOVERY (1975)
 TH0850
 TH0850'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0848 ***********************************************************************
 TH0848  DESIGNATION -  BOUNDARY MON 564 CD US
 TH0848  PID         -  TH0848
 TH0848  STATE/COUNTY-  MT/SHERIDAN
 TH0848  USGS QUAD   -  RAYMOND (1983)
 TH0848
 TH0848                         *CURRENT SURVEY CONTROL
 TH0848  ___________________________________________________________________
 TH0848* NAD 83(1992)-  48 59 56.97129(N)    104 35 51.54945(W)     ADJUSTED  
 TH0848* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 TH0848  ___________________________________________________________________
 TH0848  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 TH0848  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TH0848
 TH0848  HORZ ORDER  -  THIRD
 TH0848
 TH0848.The horizontal coordinates were established by classical geodetic methods
 TH0848.and adjusted by the National Geodetic Survey in July 1992..
 TH0848
 TH0848.The orthometric height was scaled from a topographic map.
 TH0848
 TH0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0848
 TH0848.The geoid height was determined by GEOID03.
 TH0848
 TH0848;                    North         East     Units Scale Factor Converg.
 TH0848;SPC MT       -   538,996.280   958,485.244   MT  0.99999948   +3 35 09.9
 TH0848;SPC MT       - 1,768,360.50  3,144,636.63   iFT  0.99999948   +3 35 09.9
 TH0848;UTM  13      - 5,427,440.241   529,429.165   MT  0.99961064   +0 18 13.2
 TH0848
 TH0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0848!SPC MT       -   0.99988718  x   0.99999948  =   0.99988666
 TH0848!UTM  13      -   0.99988718  x   0.99961064  =   0.99949786
 TH0848
 TH0848:                Primary Azimuth Mark                     Grid Az
 TH0848:SPC MT       -  FLY                                      021 06 17.7
 TH0848:UTM  13      -  FLY                                      024 23 14.4
 TH0848
 TH0848|---------------------------------------------------------------------|
 TH0848| PID    Reference Object                     Distance      Geod. Az  |
 TH0848|                                                           dddmmss.s |
 TH0848| TH0773 FLY                                 443.122 METERS 0244127.6 |
 TH0848| TH0788 KAY                                 445.043 METERS 0245921.6 |
 TH0848| TH0748 BOUNDARY MON 565 CD US              APPROX. 2.3 KM 0895020.4 |
 TH0848|---------------------------------------------------------------------|
 TH0848
 TH0848                          SUPERSEDED SURVEY CONTROL
 TH0848
 TH0848  NAD 83(1986)-  48 59 56.97137(N)    104 35 51.55098(W) AD(       ) 3
 TH0848
 TH0848.Superseded values are not recommended for survey control.
 TH0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0848.See file dsdata.txt to determine how the superseded data were derived.
 TH0848
 TH0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ2942927440(NAD 83)
 TH0848_MARKER: Z = SEE DESCRIPTION
 TH0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0848+STABILITY: SURFACE MOTION
 TH0848
 TH0848  HISTORY     - Date     Condition        Report By
 TH0848  HISTORY     - 1911     MONUMENTED       IBC
 TH0848  HISTORY     - 1975     GOOD             IBC
 TH0848
 TH0848                          STATION DESCRIPTION
 TH0848
 TH0848'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0848'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0848'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0848'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0848'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0848'
 TH0848'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0848'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0848'---OCTOBER 20, 1818---.
 TH0848'
 TH0848'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0848'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0848'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0848'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0848'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0848'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0848'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0848'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0848'
 TH0848'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0848'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0848'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0848'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0848'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0848'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0848'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0848'AND---CANADA---ON THE WEST SIDE.
 TH0848'
 TH0848'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0848'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0848'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0848'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0848'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0848
 TH0848                          STATION RECOVERY (1975)
 TH0848
 TH0848'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0748 ***********************************************************************
 TH0748  DESIGNATION -  BOUNDARY MON 565 CD US
 TH0748  PID         -  TH0748
 TH0748  STATE/COUNTY-  MT/SHERIDAN
 TH0748  USGS QUAD   -  RAYMOND (1983)
 TH0748
 TH0748                         *CURRENT SURVEY CONTROL
 TH0748  ___________________________________________________________________
 TH0748* NAD 83(1999)-  48 59 57.15894(N)    104 34 00.80091(W)     ADJUSTED  
 TH0748* NAVD 88     -       732.1    (meters)    2402.     (feet)  GPS OBS   
 TH0748  ___________________________________________________________________
 TH0748  X           -  -1,054,574.090 (meters)                     COMP
 TH0748  Y           -  -4,058,185.073 (meters)                     COMP
 TH0748  Z           -   4,791,039.813 (meters)                     COMP
 TH0748  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 TH0748  ELLIP HEIGHT-         713.72  (meters)          (05/11/01) GPS OBS
 TH0748  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TH0748
 TH0748  HORZ ORDER  -  FIRST
 TH0748  ELLP ORDER  -  FOURTH    CLASS I
 TH0748
 TH0748.The horizontal coordinates were established by GPS observations
 TH0748.and adjusted by the National Geodetic Survey in May 2001..
 TH0748.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TH0748.DATUM ITEM on the data sheet items page.
 TH0748
 TH0748.The orthometric height was determined by GPS observations and a
 TH0748.high-resolution geoid model.
 TH0748
 TH0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TH0748
 TH0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0748
 TH0748.The ellipsoidal height was determined by GPS observations
 TH0748.and is referenced to NAD 83.
 TH0748
 TH0748.The geoid height was determined by GEOID03.
 TH0748
 TH0748;                    North         East     Units Scale Factor Converg.
 TH0748;SPC MT       -   539,143.306   960,731.499   MT  0.99999951   +3 36 30.9
 TH0748;SPC MT       - 1,768,842.87  3,152,006.23   iFT  0.99999951   +3 36 30.9
 TH0748;UTM  13      - 5,427,458.416   531,679.281   MT  0.99961233   +0 19 36.7
 TH0748
 TH0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0748!SPC MT       -   0.99988816  x   0.99999951  =   0.99988767
 TH0748!UTM  13      -   0.99988816  x   0.99961233  =   0.99950054
 TH0748
 TH0748:                Primary Azimuth Mark                     Grid Az
 TH0748:SPC MT       -  BOUNDARY MON 564 CD US                   266 15 13.1
 TH0748:UTM  13      -  BOUNDARY MON 564 CD US                   269 32 07.3
 TH0748
 TH0748|---------------------------------------------------------------------|
 TH0748| PID    Reference Object                     Distance      Geod. Az  |
 TH0748|                                                           dddmmss.s |
 TH0748| TH0848 BOUNDARY MON 564 CD US              APPROX. 2.3 KM 2695144.0 |
 TH0748|---------------------------------------------------------------------|
 TH0748
 TH0748                          SUPERSEDED SURVEY CONTROL
 TH0748
 TH0748  NAD 83(1992)-  48 59 57.15814(N)    104 34 00.80115(W) AD(       ) 1
 TH0748  ELLIP H (05/18/00)  713.82   (m)                       GP(       ) 2 2
 TH0748  NAD 83(1992)-  48 59 57.16130(N)    104 34 00.78839(W) AD(       ) 1
 TH0748  ELLIP H (07/28/92)  713.67   (m)                       GP(       ) 5 1
 TH0748  NAD 83(1986)-  48 59 57.16138(N)    104 34 00.79003(W) AD(       ) 1
 TH0748  NGVD 29 (08/25/89)  731.6    (m)         2400.     (f) GPS OBS        
 TH0748
 TH0748.Superseded values are not recommended for survey control.
 TH0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0748.See file dsdata.txt to determine how the superseded data were derived.
 TH0748
 TH0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ3167927458(NAD 83)
 TH0748_MARKER: DU = BOUNDARY MARKER
 TH0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 TH0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0748+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1993
 TH0748
 TH0748  HISTORY     - Date     Condition        Report By
 TH0748  HISTORY     - 1911     MONUMENTED       IBC
 TH0748  HISTORY     - 1911     GOOD             IBC
 TH0748  HISTORY     - 1975     GOOD             IBC
 TH0748  HISTORY     - 19880822 GOOD             NGS
 TH0748  HISTORY     - 19930921 SEE DESCRIPTION  IBC
 TH0748
 TH0748                          STATION DESCRIPTION
 TH0748
 TH0748'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0748'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0748'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0748'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0748'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0748'
 TH0748'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0748'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0748'---OCTOBER 20, 1818---.
 TH0748'
 TH0748'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0748'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0748'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0748'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0748'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0748'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0748'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0748'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0748'
 TH0748'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0748'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0748'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0748'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0748'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0748'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0748'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0748'AND---CANADA---ON THE WEST SIDE.
 TH0748'
 TH0748'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0748'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0748'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0748'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0748'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0748
 TH0748                          STATION RECOVERY (1911)
 TH0748
 TH0748'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TH0748'RECOVERED IN GOOD CONDITION.
 TH0748
 TH0748                          STATION RECOVERY (1975)
 TH0748
 TH0748'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0748'RECOVERED IN GOOD CONDITION.
 TH0748
 TH0748                          STATION RECOVERY (1988)
 TH0748
 TH0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TH0748'THE MONUMENT IS LOCATED ABOUT 24.9 KM (15.45 MI) NORTH OF PLENTYWOOD
 TH0748'AND ABOUT 0.8 KM (0.50 MI) EAST OF THE RAYMOND, MONTANA - REGWAY,
 TH0748'SASKATCHEWAN BORDER CROSSING.
 TH0748'TO REACH THE MONUMENT FROM THE RAYMOND - REGWAY BORDER CROSSING, GO
 TH0748'EAST ON A TRACK ROAD ALONG THE CANADIAN SIDE OF THE BOUNDARY FOR 0.6
 TH0748'KM (0.35 MI) TO THE MONUMENT ON THE RIGHT.
 TH0748'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.45 M
 TH0748'(4.8 FT) ABOVE THE TOP OF A 0.6 KM (0.35 MI) SQUARE CONCRETE BASE THAT
 TH0748'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TH0748'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TH0748'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TH0748'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --565-- IS DRILLED NEAR THE
 TH0748'TOP OF THE EAST SIDE OF THE OBELISK.
 TH0748'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TH0748'TYPED BY E.A.R.
 TH0748
 TH0748                          STATION RECOVERY (1993)
 TH0748
 TH0748'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1993 (MDC)
 TH0748'THE OBELISK WAS RECOVERED PLUMB.  THE BASE OF THE MONUMENT WAS
 TH0748'RECOVERED IN FAIR CONDITION, HOWEVER, THE BENCH MARK IN THE TOP OF THE
 TH0748'SOUTH SIDE OF THE BASE WAS RECOVERED LOOSE AND COULD BE LIFTED OUT OF
 TH0748'THE HOLE IT WAS SET IN.  IN 1988, THE MONUMENT WAS OCCUPIED BY GPS.
 TH0748'THE POINT OCCUPIED WAS THE APEX OF THE OBELISK.   THE APEX OF THE
 TH0748'ORIGINAL MONUMENT WAS HELD WITH TWO THEODOLITES SET 90 DEGREES TO ONE
 TH0748'ANOTHER.  THE ORIGINAL CAST IRON OBELISK WAS THEN REMOVED AND SET IN A
 TH0748'NEW CONCRETE BASE.  EVEN THOUGH THE BENCH MARK WAS LOOSE, DIFFERENTIAL
 TH0748'LEVELING WAS PERFORMED BETWEEN THE BENCH MARK AND THE TOP OF THE OLD
 TH0748'OBELISK TO THE TOP OF THE RENEWED OBELISK.  THE OBELISK WAS PAINTED
 TH0748'WITH ALUMINUM PAINT AND THE TOP OF THE BASE OF THE NEW MONUMENT WAS
 TH0748'GIVEN A COAT OF UNITEX CLEAR ACRYLIC CURE.
 TH0748'THE MONUMENT IS LOCATED ABOUT 41 1/4 MILES EAST-NORTHEAST OF SCOBEY,
 TH0748'MONTANA, 15 1/2 MILES NORTH OF PLENTYWOOD, MONTANA AND ABOUT 1/2 MILE
 TH0748'EAST OF THE RAYMOND, MONTANA - REGWAY, SASKATCHEWAN BORDER CROSSING.
 TH0748'TO REACH THE MONUMENT FROM THE AFOREMENTIONED BORDER CROSSING, GO EAST
 TH0748'ON A TRACK ROAD ALONG THE CANADIAN SIDE OF THE BOUNDARY FOR 0.4 MILE
 TH0748'(0.6 KM) TO THE MONUMENT.
 TH0748'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.30 METERS
 TH0748'(4.27 FT) ABOVE THE TOP OF A 3-FOOT SQUARE CONCRETE BASE THAT PROJECTS
 TH0748'6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE BASE OF THE MONUMENT IS
 TH0748'3 FEET (0.9 M) (0.9 MT) SQUARE AT THE TOP, 3 1/2 FEET SQUARE AT THE
 TH0748'BOTTOM AND EXTENDS 6 FEET (1.8 M) (1.8 MT) BELOW THE SURFACE OF THE
 TH0748'GROUND.
 TH0748'INSCRIBED ON THE OBELISK IN RAISED CAST LETTERS IS ---CONVENTION OF
 TH0748'1818---, ON THE EAST SIDE, ---TREATY OF 1908---, ON THE WEST SIDE,
 TH0748'---UNITED STATES---, ON THE SOUTH SIDE, AND, ---CANADA---, ON THE
 TH0748'NORTH SIDE.  THE NUMBER, 565, IS OUTLINED WITH DRILL HOLES NEAR THE
 TH0748'TOP OF THE EAST SIDE OF THE OBELISK.  ---RENEWED 1993--- IS IMPRINTED
 TH0748'IN THE TOP OF THE EAST SIDE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0851 ***********************************************************************
 TH0851  DESIGNATION -  BOUNDARY MON 566 CD US
 TH0851  PID         -  TH0851
 TH0851  STATE/COUNTY-  MT/SHERIDAN
 TH0851  USGS QUAD   -  RAYMOND (1983)
 TH0851
 TH0851                         *CURRENT SURVEY CONTROL
 TH0851  ___________________________________________________________________
 TH0851* NAD 83(1992)-  48 59 57.29382(N)    104 32 38.70908(W)     ADJUSTED  
 TH0851* NAVD 88     -       714.     (meters)    2343.     (feet)  SCALED    
 TH0851  ___________________________________________________________________
 TH0851  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 TH0851  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 TH0851
 TH0851  HORZ ORDER  -  THIRD
 TH0851
 TH0851.The horizontal coordinates were established by classical geodetic methods
 TH0851.and adjusted by the National Geodetic Survey in July 1992..
 TH0851
 TH0851.The orthometric height was scaled from a topographic map.
 TH0851
 TH0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0851
 TH0851.The geoid height was determined by GEOID03.
 TH0851
 TH0851;                    North         East     Units Scale Factor Converg.
 TH0851;SPC MT       -   539,252.728   962,396.495   MT  0.99999954   +3 37 31.0
 TH0851;SPC MT       - 1,769,201.86  3,157,468.82   iFT  0.99999954   +3 37 31.0
 TH0851;UTM  13      - 5,427,472.347   533,347.165   MT  0.99961366   +0 20 38.7
 TH0851
 TH0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0851!SPC MT       -   0.99989108  x   0.99999954  =   0.99989062
 TH0851!UTM  13      -   0.99989108  x   0.99961366  =   0.99950478
 TH0851
 TH0851:                Primary Azimuth Mark                     Grid Az
 TH0851:SPC MT       -  MAN                                      052 00 23.4
 TH0851:UTM  13      -  MAN                                      055 17 15.7
 TH0851
 TH0851|---------------------------------------------------------------------|
 TH0851| PID    Reference Object                     Distance      Geod. Az  |
 TH0851|                                                           dddmmss.s |
 TH0851| TH0797 MAN                                 APPROX. 5.2 KM 0553754.4 |
 TH0851|---------------------------------------------------------------------|
 TH0851
 TH0851                          SUPERSEDED SURVEY CONTROL
 TH0851
 TH0851  NAD 83(1986)-  48 59 57.29391(N)    104 32 38.71079(W) AD(       ) 3
 TH0851
 TH0851.Superseded values are not recommended for survey control.
 TH0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0851.See file dsdata.txt to determine how the superseded data were derived.
 TH0851
 TH0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ3334727472(NAD 83)
 TH0851_MARKER: Z = SEE DESCRIPTION
 TH0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0851+STABILITY: SURFACE MOTION
 TH0851
 TH0851  HISTORY     - Date     Condition        Report By
 TH0851  HISTORY     - 1911     MONUMENTED       IBC
 TH0851  HISTORY     - 1975     GOOD             IBC
 TH0851
 TH0851                          STATION DESCRIPTION
 TH0851
 TH0851'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0851'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0851'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0851'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0851'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0851'
 TH0851'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0851'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0851'---OCTOBER 20, 1818---.
 TH0851'
 TH0851'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0851'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0851'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0851'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0851'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0851'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0851'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0851'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0851'
 TH0851'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0851'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0851'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0851'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0851'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0851'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0851'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0851'AND---CANADA---ON THE WEST SIDE.
 TH0851'
 TH0851'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0851'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0851'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0851'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0851'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0851
 TH0851                          STATION RECOVERY (1975)
 TH0851
 TH0851'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0852 ***********************************************************************
 TH0852  DESIGNATION -  BOUNDARY MON 567 CD US
 TH0852  PID         -  TH0852
 TH0852  STATE/COUNTY-  MT/SHERIDAN
 TH0852  USGS QUAD   -  RAYMOND (1983)
 TH0852
 TH0852                         *CURRENT SURVEY CONTROL
 TH0852  ___________________________________________________________________
 TH0852* NAD 83(1992)-  48 59 57.54779(N)    104 30 07.04295(W)     ADJUSTED  
 TH0852* NAVD 88     -       707.     (meters)    2320.     (feet)  SCALED    
 TH0852  ___________________________________________________________________
 TH0852  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 TH0852  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 TH0852
 TH0852  HORZ ORDER  -  THIRD
 TH0852
 TH0852.The horizontal coordinates were established by classical geodetic methods
 TH0852.and adjusted by the National Geodetic Survey in July 1992..
 TH0852
 TH0852.The orthometric height was scaled from a topographic map.
 TH0852
 TH0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0852
 TH0852.The geoid height was determined by GEOID03.
 TH0852
 TH0852;                    North         East     Units Scale Factor Converg.
 TH0852;SPC MT       -   539,456.308   965,472.508   MT  0.99999958   +3 39 21.9
 TH0852;SPC MT       - 1,769,869.78  3,167,560.72   iFT  0.99999958   +3 39 21.9
 TH0852;UTM  13      - 5,427,499.550   536,428.602   MT  0.99961630   +0 22 33.2
 TH0852
 TH0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0852!SPC MT       -   0.99989218  x   0.99999958  =   0.99989177
 TH0852!UTM  13      -   0.99989218  x   0.99961630  =   0.99950853
 TH0852
 TH0852:                Primary Azimuth Mark                     Grid Az
 TH0852:SPC MT       -  MAN                                      019 10 13.2
 TH0852:UTM  13      -  MAN                                      022 27 01.9
 TH0852
 TH0852|---------------------------------------------------------------------|
 TH0852| PID    Reference Object                     Distance      Geod. Az  |
 TH0852|                                                           dddmmss.s |
 TH0852| TH0797 MAN                                 APPROX. 3.2 KM 0224935.1 |
 TH0852|---------------------------------------------------------------------|
 TH0852
 TH0852                          SUPERSEDED SURVEY CONTROL
 TH0852
 TH0852  NAD 83(1986)-  48 59 57.54787(N)    104 30 07.04473(W) AD(       ) 3
 TH0852
 TH0852.Superseded values are not recommended for survey control.
 TH0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0852.See file dsdata.txt to determine how the superseded data were derived.
 TH0852
 TH0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ3642927500(NAD 83)
 TH0852_MARKER: Z = SEE DESCRIPTION
 TH0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0852+STABILITY: SURFACE MOTION
 TH0852
 TH0852  HISTORY     - Date     Condition        Report By
 TH0852  HISTORY     - 1911     MONUMENTED       IBC
 TH0852  HISTORY     - 1975     GOOD             IBC
 TH0852
 TH0852                          STATION DESCRIPTION
 TH0852
 TH0852'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0852'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0852'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0852'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0852'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0852'
 TH0852'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0852'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0852'---OCTOBER 20, 1818---.
 TH0852'
 TH0852'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0852'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0852'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0852'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0852'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0852'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0852'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0852'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0852'
 TH0852'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0852'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0852'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0852'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0852'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0852'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0852'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0852'AND---CANADA---ON THE WEST SIDE.
 TH0852'
 TH0852'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0852'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0852'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0852'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0852'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0852
 TH0852                          STATION RECOVERY (1975)
 TH0852
 TH0852'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0853 ***********************************************************************
 TH0853  DESIGNATION -  BOUNDARY MON 568 CD US
 TH0853  PID         -  TH0853
 TH0853  STATE/COUNTY-  MT/SHERIDAN
 TH0853  USGS QUAD   -  DOOLEY (1983)
 TH0853
 TH0853                         *CURRENT SURVEY CONTROL
 TH0853  ___________________________________________________________________
 TH0853* NAD 83(1992)-  48 59 57.67306(N)    104 28 45.94876(W)     ADJUSTED  
 TH0853* NAVD 88     -       729.     (meters)    2392.     (feet)  SCALED    
 TH0853  ___________________________________________________________________
 TH0853  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 TH0853  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 TH0853
 TH0853  HORZ ORDER  -  THIRD
 TH0853
 TH0853.The horizontal coordinates were established by classical geodetic methods
 TH0853.and adjusted by the National Geodetic Survey in July 1992..
 TH0853
 TH0853.The orthometric height was scaled from a topographic map.
 TH0853
 TH0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0853
 TH0853.The geoid height was determined by GEOID03.
 TH0853
 TH0853;                    North         East     Units Scale Factor Converg.
 TH0853;SPC MT       -   539,565.515   967,117.192   MT  0.99999960   +3 40 21.2
 TH0853;SPC MT       - 1,770,228.07  3,172,956.67   iFT  0.99999960   +3 40 21.2
 TH0853;UTM  13      - 5,427,514.472   538,076.209   MT  0.99961781   +0 23 34.4
 TH0853
 TH0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0853!SPC MT       -   0.99988873  x   0.99999960  =   0.99988833
 TH0853!UTM  13      -   0.99988873  x   0.99961781  =   0.99950658
 TH0853
 TH0853:                Primary Azimuth Mark                     Grid Az
 TH0853:SPC MT       -  VIEW                                     218 35 44.1
 TH0853:UTM  13      -  VIEW                                     221 52 30.9
 TH0853
 TH0853|---------------------------------------------------------------------|
 TH0853| PID    Reference Object                     Distance      Geod. Az  |
 TH0853|                                                           dddmmss.s |
 TH0853| TH0894 VIEW                                APPROX. 2.9 KM 2221605.3 |
 TH0853|---------------------------------------------------------------------|
 TH0853
 TH0853                          SUPERSEDED SURVEY CONTROL
 TH0853
 TH0853  NAD 83(1986)-  48 59 57.67313(N)    104 28 45.95060(W) AD(       ) 3
 TH0853
 TH0853.Superseded values are not recommended for survey control.
 TH0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0853.See file dsdata.txt to determine how the superseded data were derived.
 TH0853
 TH0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ3807627514(NAD 83)
 TH0853_MARKER: Z = SEE DESCRIPTION
 TH0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0853+STABILITY: SURFACE MOTION
 TH0853
 TH0853  HISTORY     - Date     Condition        Report By
 TH0853  HISTORY     - 1911     MONUMENTED       IBC
 TH0853  HISTORY     - 1975     GOOD             IBC
 TH0853
 TH0853                          STATION DESCRIPTION
 TH0853
 TH0853'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0853'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0853'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0853'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0853'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0853'
 TH0853'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0853'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0853'---OCTOBER 20, 1818---.
 TH0853'
 TH0853'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0853'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0853'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0853'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0853'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0853'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0853'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0853'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0853'
 TH0853'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0853'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0853'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0853'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0853'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0853'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0853'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0853'AND---CANADA---ON THE WEST SIDE.
 TH0853'
 TH0853'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0853'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0853'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0853'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0853'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0853
 TH0853                          STATION RECOVERY (1975)
 TH0853
 TH0853'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0854 ***********************************************************************
 TH0854  DESIGNATION -  BOUNDARY MON 569 CD US
 TH0854  PID         -  TH0854
 TH0854  STATE/COUNTY-  MT/SHERIDAN
 TH0854  USGS QUAD   -  DOOLEY (1983)
 TH0854
 TH0854                         *CURRENT SURVEY CONTROL
 TH0854  ___________________________________________________________________
 TH0854* NAD 83(1992)-  48 59 57.82948(N)    104 27 15.87456(W)     ADJUSTED  
 TH0854* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 TH0854  ___________________________________________________________________
 TH0854  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 TH0854  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TH0854
 TH0854  HORZ ORDER  -  THIRD
 TH0854
 TH0854.The horizontal coordinates were established by classical geodetic methods
 TH0854.and adjusted by the National Geodetic Survey in July 1992..
 TH0854
 TH0854.The orthometric height was scaled from a topographic map.
 TH0854
 TH0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0854
 TH0854.The geoid height was determined by GEOID03.
 TH0854
 TH0854;                    North         East     Units Scale Factor Converg.
 TH0854;SPC MT       -   539,687.901   968,943.929   MT  0.99999963   +3 41 27.1
 TH0854;SPC MT       - 1,770,629.60  3,178,949.90   iFT  0.99999963   +3 41 27.1
 TH0854;UTM  13      - 5,427,532.153   539,906.258   MT  0.99961956   +0 24 42.4
 TH0854
 TH0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0854!SPC MT       -   0.99989266  x   0.99999963  =   0.99989229
 TH0854!UTM  13      -   0.99989266  x   0.99961956  =   0.99951226
 TH0854
 TH0854:                Primary Azimuth Mark                     Grid Az
 TH0854:SPC MT       -  BOUNDARY MON 570 CD US                   086 09 22.1
 TH0854:UTM  13      -  BOUNDARY MON 570 CD US                   089 26 06.8
 TH0854
 TH0854|---------------------------------------------------------------------|
 TH0854| PID    Reference Object                     Distance      Geod. Az  |
 TH0854|                                                           dddmmss.s |
 TH0854| TH0856 BOUNDARY MON 570 CD US              APPROX. 2.0 KM 0895049.2 |
 TH0854| TH0855 BOUNDARY MON 569 ECC                 88.190 METERS 32113     |
 TH0854|---------------------------------------------------------------------|
 TH0854
 TH0854                          SUPERSEDED SURVEY CONTROL
 TH0854
 TH0854  NAD 83(1986)-  48 59 57.82956(N)    104 27 15.87643(W) AD(       ) 3
 TH0854
 TH0854.Superseded values are not recommended for survey control.
 TH0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0854.See file dsdata.txt to determine how the superseded data were derived.
 TH0854
 TH0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ3990627532(NAD 83)
 TH0854_MARKER: Z = SEE DESCRIPTION
 TH0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0854+STABILITY: SURFACE MOTION
 TH0854
 TH0854  HISTORY     - Date     Condition        Report By
 TH0854  HISTORY     - 1911     MONUMENTED       IBC
 TH0854  HISTORY     - 1975     GOOD             IBC
 TH0854
 TH0854                          STATION DESCRIPTION
 TH0854
 TH0854'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0854'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0854'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0854'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0854'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0854'
 TH0854'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0854'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0854'---OCTOBER 20, 1818---.
 TH0854'
 TH0854'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0854'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0854'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0854'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0854'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0854'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0854'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0854'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0854'
 TH0854'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0854'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0854'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0854'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0854'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0854'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0854'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0854'AND---CANADA---ON THE WEST SIDE.
 TH0854'
 TH0854'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0854'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0854'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0854'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0854'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0854
 TH0854                          STATION RECOVERY (1975)
 TH0854
 TH0854'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0856 ***********************************************************************
 TH0856  DESIGNATION -  BOUNDARY MON 570 CD US
 TH0856  PID         -  TH0856
 TH0856  STATE/COUNTY-  MT/SHERIDAN
 TH0856  USGS QUAD   -  DOOLEY (1983)
 TH0856
 TH0856                         *CURRENT SURVEY CONTROL
 TH0856  ___________________________________________________________________
 TH0856* NAD 83(1992)-  48 59 57.99434(N)    104 25 35.08573(W)     ADJUSTED  
 TH0856* NAVD 88     -       717.     (meters)    2352.     (feet)  SCALED    
 TH0856  ___________________________________________________________________
 TH0856  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 TH0856  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 TH0856
 TH0856  HORZ ORDER  -  THIRD
 TH0856
 TH0856.The horizontal coordinates were established by classical geodetic methods
 TH0856.and adjusted by the National Geodetic Survey in July 1992..
 TH0856
 TH0856.The orthometric height was scaled from a topographic map.
 TH0856
 TH0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0856
 TH0856.The geoid height was determined by GEOID03.
 TH0856
 TH0856;                    North         East     Units Scale Factor Converg.
 TH0856;SPC MT       -   539,825.225   970,987.933   MT  0.99999966   +3 42 40.9
 TH0856;SPC MT       - 1,771,080.13  3,185,655.95   iFT  0.99999966   +3 42 40.9
 TH0856;UTM  13      - 5,427,552.338   541,953.994   MT  0.99962162   +0 25 58.4
 TH0856
 TH0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0856!SPC MT       -   0.99989063  x   0.99999966  =   0.99989029
 TH0856!UTM  13      -   0.99989063  x   0.99962162  =   0.99951229
 TH0856
 TH0856:                Primary Azimuth Mark                     Grid Az
 TH0856:SPC MT       -  WHITE                                    357 40 38.4
 TH0856:UTM  13      -  WHITE                                    000 57 20.9
 TH0856
 TH0856|---------------------------------------------------------------------|
 TH0856| PID    Reference Object                     Distance      Geod. Az  |
 TH0856|                                                           dddmmss.s |
 TH0856| TH0895 WHITE                               APPROX. 1.2 KM 0012319.3 |
 TH0856|---------------------------------------------------------------------|
 TH0856
 TH0856                          SUPERSEDED SURVEY CONTROL
 TH0856
 TH0856  NAD 83(1986)-  48 59 57.99441(N)    104 25 35.08758(W) AD(       ) 3
 TH0856
 TH0856.Superseded values are not recommended for survey control.
 TH0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0856.See file dsdata.txt to determine how the superseded data were derived.
 TH0856
 TH0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ4195427552(NAD 83)
 TH0856_MARKER: Z = SEE DESCRIPTION
 TH0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0856_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0856+STABILITY: SURFACE MOTION
 TH0856
 TH0856  HISTORY     - Date     Condition        Report By
 TH0856  HISTORY     - 1911     MONUMENTED       IBC
 TH0856  HISTORY     - 1975     GOOD             IBC
 TH0856
 TH0856                          STATION DESCRIPTION
 TH0856
 TH0856'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0856'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0856'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0856'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0856'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0856'
 TH0856'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0856'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0856'---OCTOBER 20, 1818---.
 TH0856'
 TH0856'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0856'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0856'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0856'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0856'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0856'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0856'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0856'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0856'
 TH0856'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0856'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0856'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0856'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0856'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0856'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0856'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0856'AND---CANADA---ON THE WEST SIDE.
 TH0856'
 TH0856'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0856'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0856'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0856'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0856'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0856
 TH0856                          STATION RECOVERY (1975)
 TH0856
 TH0856'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0857 ***********************************************************************
 TH0857  DESIGNATION -  BOUNDARY MON 571 CD US
 TH0857  PID         -  TH0857
 TH0857  STATE/COUNTY-  MT/SHERIDAN
 TH0857  USGS QUAD   -  DOOLEY (1983)
 TH0857
 TH0857                         *CURRENT SURVEY CONTROL
 TH0857  ___________________________________________________________________
 TH0857* NAD 83(1992)-  48 59 58.19094(N)    104 23 41.00128(W)     ADJUSTED  
 TH0857* NAVD 88     -       697.     (meters)    2287.     (feet)  SCALED    
 TH0857  ___________________________________________________________________
 TH0857  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 TH0857  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TH0857
 TH0857  HORZ ORDER  -  THIRD
 TH0857
 TH0857.The horizontal coordinates were established by classical geodetic methods
 TH0857.and adjusted by the National Geodetic Survey in July 1992..
 TH0857
 TH0857.The orthometric height was scaled from a topographic map.
 TH0857
 TH0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0857
 TH0857.The geoid height was determined by GEOID03.
 TH0857
 TH0857;                    North         East     Units Scale Factor Converg.
 TH0857;SPC MT       -   539,981.852   973,301.493   MT  0.99999969   +3 44 04.3
 TH0857;SPC MT       - 1,771,594.00  3,193,246.37   iFT  0.99999969   +3 44 04.3
 TH0857;UTM  13      - 5,427,576.406   544,271.851   MT  0.99962408   +0 27 24.5
 TH0857
 TH0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0857!SPC MT       -   0.99989376  x   0.99999969  =   0.99989345
 TH0857!UTM  13      -   0.99989376  x   0.99962408  =   0.99951788
 TH0857
 TH0857:                Primary Azimuth Mark                     Grid Az
 TH0857:SPC MT       -  WHITE                                    292 53 43.9
 TH0857:UTM  13      -  WHITE                                    296 10 23.7
 TH0857
 TH0857|---------------------------------------------------------------------|
 TH0857| PID    Reference Object                     Distance      Geod. Az  |
 TH0857|                                                           dddmmss.s |
 TH0857| TH0895 WHITE                               APPROX. 2.6 KM 2963748.2 |
 TH0857|---------------------------------------------------------------------|
 TH0857
 TH0857                          SUPERSEDED SURVEY CONTROL
 TH0857
 TH0857  NAD 83(1986)-  48 59 58.19100(N)    104 23 41.00308(W) AD(       ) 3
 TH0857
 TH0857.Superseded values are not recommended for survey control.
 TH0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0857.See file dsdata.txt to determine how the superseded data were derived.
 TH0857
 TH0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ4427227576(NAD 83)
 TH0857_MARKER: Z = SEE DESCRIPTION
 TH0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0857+STABILITY: SURFACE MOTION
 TH0857
 TH0857  HISTORY     - Date     Condition        Report By
 TH0857  HISTORY     - 1911     MONUMENTED       IBC
 TH0857  HISTORY     - 1975     GOOD             IBC
 TH0857
 TH0857                          STATION DESCRIPTION
 TH0857
 TH0857'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0857'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0857'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0857'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0857'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0857'
 TH0857'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0857'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0857'---OCTOBER 20, 1818---.
 TH0857'
 TH0857'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0857'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0857'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0857'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0857'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0857'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0857'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0857'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0857'
 TH0857'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0857'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0857'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0857'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0857'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0857'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0857'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0857'AND---CANADA---ON THE WEST SIDE.
 TH0857'
 TH0857'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0857'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0857'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0857'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0857'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0857
 TH0857                          STATION RECOVERY (1975)
 TH0857
 TH0857'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0858 ***********************************************************************
 TH0858  DESIGNATION -  BOUNDARY MON 572 CD US
 TH0858  PID         -  TH0858
 TH0858  STATE/COUNTY-  MT/SHERIDAN
 TH0858  USGS QUAD   -  PARK LAKE (1983)
 TH0858
 TH0858                         *CURRENT SURVEY CONTROL
 TH0858  ___________________________________________________________________
 TH0858* NAD 83(1992)-  48 59 58.36883(N)    104 21 57.38589(W)     ADJUSTED  
 TH0858* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 TH0858  ___________________________________________________________________
 TH0858  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 TH0858  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 TH0858
 TH0858  HORZ ORDER  -  THIRD
 TH0858
 TH0858.The horizontal coordinates were established by classical geodetic methods
 TH0858.and adjusted by the National Geodetic Survey in July 1992..
 TH0858
 TH0858.The orthometric height was scaled from a topographic map.
 TH0858
 TH0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0858
 TH0858.The geoid height was determined by GEOID03.
 TH0858
 TH0858;                    North         East     Units Scale Factor Converg.
 TH0858;SPC MT       -   540,124.897   975,402.690   MT  0.99999972   +3 45 20.1
 TH0858;SPC MT       - 1,772,063.31  3,200,140.06   iFT  0.99999972   +3 45 20.1
 TH0858;UTM  13      - 5,427,599.083   546,377.001   MT  0.99962642   +0 28 42.7
 TH0858
 TH0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0858!SPC MT       -   0.99989549  x   0.99999972  =   0.99989521
 TH0858!UTM  13      -   0.99989549  x   0.99962642  =   0.99952195
 TH0858
 TH0858:                Primary Azimuth Mark                     Grid Az
 TH0858:SPC MT       -  THOMPSON                                 069 18 45.1
 TH0858:UTM  13      -  THOMPSON                                 072 35 22.5
 TH0858
 TH0858|---------------------------------------------------------------------|
 TH0858| PID    Reference Object                     Distance      Geod. Az  |
 TH0858|                                                           dddmmss.s |
 TH0858| TH0891 THOMPSON                            APPROX. 2.1 KM 0730405.2 |
 TH0858|---------------------------------------------------------------------|
 TH0858
 TH0858                          SUPERSEDED SURVEY CONTROL
 TH0858
 TH0858  NAD 83(1986)-  48 59 58.36889(N)    104 21 57.38759(W) AD(       ) 3
 TH0858
 TH0858.Superseded values are not recommended for survey control.
 TH0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0858.See file dsdata.txt to determine how the superseded data were derived.
 TH0858
 TH0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ4637727599(NAD 83)
 TH0858_MARKER: Z = SEE DESCRIPTION
 TH0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0858+STABILITY: SURFACE MOTION
 TH0858
 TH0858  HISTORY     - Date     Condition        Report By
 TH0858  HISTORY     - 1911     MONUMENTED       IBC
 TH0858  HISTORY     - 1975     GOOD             IBC
 TH0858
 TH0858                          STATION DESCRIPTION
 TH0858
 TH0858'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0858'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0858'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0858'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0858'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0858'
 TH0858'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0858'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0858'---OCTOBER 20, 1818---.
 TH0858'
 TH0858'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0858'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0858'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0858'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0858'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0858'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0858'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0858'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0858'
 TH0858'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0858'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0858'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0858'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0858'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0858'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0858'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0858'AND---CANADA---ON THE WEST SIDE.
 TH0858'
 TH0858'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0858'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0858'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0858'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0858'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0858
 TH0858                          STATION RECOVERY (1975)
 TH0858
 TH0858'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0749 ***********************************************************************
 TH0749  DESIGNATION -  BOUNDARY MON 573 CD US
 TH0749  PID         -  TH0749
 TH0749  STATE/COUNTY-  MT/SHERIDAN
 TH0749  USGS QUAD   -  PARK LAKE (1983)
 TH0749
 TH0749                         *CURRENT SURVEY CONTROL
 TH0749  ___________________________________________________________________
 TH0749* NAD 83(1992)-  48 59 58.57654(N)    104 19 54.92226(W)     ADJUSTED  
 TH0749* NAVD 88     -       687.9    (meters)    2257.     (feet)  VERTCON   
 TH0749  ___________________________________________________________________
 TH0749  X           -  -1,037,907.505 (meters)                     COMP
 TH0749  Y           -  -4,062,415.366 (meters)                     COMP
 TH0749  Z           -   4,791,034.962 (meters)                     COMP
 TH0749  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 TH0749  ELLIP HEIGHT-         669.22  (meters)          (07/28/92) GPS OBS
 TH0749  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 TH0749
 TH0749  HORZ ORDER  -  FIRST
 TH0749  ELLP ORDER  -  FIFTH     CLASS I
 TH0749
 TH0749.The horizontal coordinates were established by GPS observations
 TH0749.and adjusted by the National Geodetic Survey in July 1992..
 TH0749
 TH0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0749
 TH0749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TH0749
 TH0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0749
 TH0749.The ellipsoidal height was determined by GPS observations
 TH0749.and is referenced to NAD 83.
 TH0749
 TH0749.The geoid height was determined by GEOID03.
 TH0749
 TH0749;                    North         East     Units Scale Factor Converg.
 TH0749;SPC MT       -   540,294.880   977,886.043   MT  0.99999976   +3 46 49.7
 TH0749;SPC MT       - 1,772,621.00  3,208,287.54   iFT  0.99999976   +3 46 49.7
 TH0749;UTM  13      - 5,427,626.836   548,865.083   MT  0.99962933   +0 30 15.2
 TH0749
 TH0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0749!SPC MT       -   0.99989514  x   0.99999976  =   0.99989490
 TH0749!UTM  13      -   0.99989514  x   0.99962933  =   0.99952450
 TH0749
 TH0749:                Primary Azimuth Mark                     Grid Az
 TH0749:SPC MT       -  BLONDIE                                  168 20 55.5
 TH0749:UTM  13      -  BLONDIE                                  171 37 30.0
 TH0749
 TH0749|---------------------------------------------------------------------|
 TH0749| PID    Reference Object                     Distance      Geod. Az  |
 TH0749|                                                           dddmmss.s |
 TH0749| TH0755 BLONDIE                             APPROX. 3.4 KM 1720745.2 |
 TH0749|---------------------------------------------------------------------|
 TH0749
 TH0749                          SUPERSEDED SURVEY CONTROL
 TH0749
 TH0749  NAD 83(1986)-  48 59 58.57660(N)    104 19 54.92374(W) AD(       ) 1
 TH0749  NGVD 29 (08/25/89)  687.4    (m)         2255.     (f) GPS OBS        
 TH0749
 TH0749.Superseded values are not recommended for survey control.
 TH0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0749.See file dsdata.txt to determine how the superseded data were derived.
 TH0749
 TH0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ4886527627(NAD 83)
 TH0749_MARKER: DU = BOUNDARY MARKER
 TH0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 TH0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0749+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1988
 TH0749
 TH0749  HISTORY     - Date     Condition        Report By
 TH0749  HISTORY     - 1911     MONUMENTED       IBC
 TH0749  HISTORY     - 1911     GOOD             IBC
 TH0749  HISTORY     - 1975     GOOD             IBC
 TH0749  HISTORY     - 19880822 SEE DESCRIPTION  NGS
 TH0749
 TH0749                          STATION DESCRIPTION
 TH0749
 TH0749'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0749'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0749'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0749'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0749'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0749'
 TH0749'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0749'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0749'---OCTOBER 20, 1818---.
 TH0749'
 TH0749'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0749'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0749'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0749'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0749'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0749'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0749'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0749'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0749'
 TH0749'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0749'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0749'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0749'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0749'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0749'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0749'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0749'AND---CANADA---ON THE WEST SIDE.
 TH0749'
 TH0749'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0749'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0749'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0749'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0749'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0749
 TH0749                          STATION RECOVERY (1911)
 TH0749
 TH0749'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TH0749'RECOVERED IN GOOD CONDITION.
 TH0749
 TH0749                          STATION RECOVERY (1975)
 TH0749
 TH0749'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0749'RECOVERED IN GOOD CONDITION.
 TH0749
 TH0749                          STATION RECOVERY (1988)
 TH0749
 TH0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TH0749'THE MONUMENT IS LOCATED ABOUT 30.17 KM (18.75 MI) NORTHEAST OF
 TH0749'PLENTYWOOD, 24.13 KM (15.00 MI) NORTHWEST OF WESTBY AND ABOUT 17.7 KM
 TH0749'(11.00 MI) EAST OF THE RAYMOND, MONTANA - REGWAY, SASKATCHEWAN BORDER
 TH0749'CROSSING.
 TH0749'TO REACH THE MONUMENT FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 16 AT
 TH0749'THE WEST EDGE OF PLENTYWOOD, GO NORTH ON STATE HIGHWAY 16 FOR 13.59
 TH0749'KM (8.45 MI) TO A CROSSROAD AND SIGN READING - M.S. MORSTAD AND SONS
 TH0749'-.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 6.4 KM (4.00 MI) TO A
 TH0749'CROSSROAD AND CATTLE GUARD.  CONTINUE EAST ON THE GRAVEL ROAD FOR
 TH0749'7.29 KM (4.55 MI) TO A T-ROAD INTERSECTION.  TURN LEFT AND GO NORTH
 TH0749'ON THE MAIN GRAVEL ROAD FOR 10.9 KM (6.75 MI) TO WHERE THE GRAVEL
 TH0749'ROAD BEARS RIGHT AROUND A SMALL LAKE AND A TRACK ROAD CONTINUES
 TH0749'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD, AROUND
 TH0749'THE WEST SIDE OF THE LAKE, AND GO NORTH FOR 2.49 KM (1.55 MI) TO THE
 TH0749'BOUNDARY.  TURN RIGHT AND GO EAST ALONG THE BOUNDARY FOR 0.8 KM
 TH0749'(0.50 MI) TO BOUNDARY MONUMENT 572.  CONTINUE EAST ALONG THE BOUNDARY
 TH0749'FOR 2.49 KM (1.55 MI) TO THE MONUMENT.
 TH0749'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.37 M
 TH0749'(4.5 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TH0749'IS .30 M (1.0 FT) BELOW THE SURFACE.  INSCRIBED ON THE OBELISK IN
 TH0749'RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE,
 TH0749'--TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH
 TH0749'SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --273-- IS DRILLED
 TH0749'NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TH0749'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 4 CM TO THE NORTH.
 TH0749'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 4 CM SOUTH AND 0.5 CM WEST
 TH0749'OF THE APEX OF THE OBELISK AND ON THE TOP OF THE SOUTH FACE OF THE
 TH0749'OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY
 TH0749'WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK WILL BE
 TH0749'REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH
 TH0749'MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TH0749'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0859 ***********************************************************************
 TH0859  DESIGNATION -  BOUNDARY MON 574 CD US
 TH0859  PID         -  TH0859
 TH0859  STATE/COUNTY-  MT/SHERIDAN
 TH0859  USGS QUAD   -  PARK LAKE (1983)
 TH0859
 TH0859                         *CURRENT SURVEY CONTROL
 TH0859  ___________________________________________________________________
 TH0859* NAD 83(1992)-  48 59 58.81851(N)    104 17 32.76557(W)     ADJUSTED  
 TH0859* NAVD 88     -       673.     (meters)    2208.     (feet)  SCALED    
 TH0859  ___________________________________________________________________
 TH0859  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 TH0859  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TH0859
 TH0859  HORZ ORDER  -  THIRD
 TH0859
 TH0859.The horizontal coordinates were established by classical geodetic methods
 TH0859.and adjusted by the National Geodetic Survey in July 1992..
 TH0859
 TH0859.The orthometric height was scaled from a topographic map.
 TH0859
 TH0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0859
 TH0859.The geoid height was determined by GEOID03.
 TH0859
 TH0859;                    North         East     Units Scale Factor Converg.
 TH0859;SPC MT       -   540,493.576   980,768.638   MT  0.99999980   +3 48 33.7
 TH0859;SPC MT       - 1,773,272.89  3,217,744.88   iFT  0.99999980   +3 48 33.7
 TH0859;UTM  13      - 5,427,660.477   551,753.258   MT  0.99963290   +0 32 02.5
 TH0859
 TH0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0859!SPC MT       -   0.99989753  x   0.99999980  =   0.99989733
 TH0859!UTM  13      -   0.99989753  x   0.99963290  =   0.99953047
 TH0859
 TH0859:                Primary Azimuth Mark                     Grid Az
 TH0859:SPC MT       -  BLONDIE                                  211 37 42.8
 TH0859:UTM  13      -  BLONDIE                                  214 54 14.0
 TH0859
 TH0859|---------------------------------------------------------------------|
 TH0859| PID    Reference Object                     Distance      Geod. Az  |
 TH0859|                                                           dddmmss.s |
 TH0859| TH0755 BLONDIE                             APPROX. 4.2 KM 2152616.5 |
 TH0859|---------------------------------------------------------------------|
 TH0859
 TH0859                          SUPERSEDED SURVEY CONTROL
 TH0859
 TH0859  NAD 83(1986)-  48 59 58.81854(N)    104 17 32.76668(W) AD(       ) 3
 TH0859
 TH0859.Superseded values are not recommended for survey control.
 TH0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0859.See file dsdata.txt to determine how the superseded data were derived.
 TH0859
 TH0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ5175327660(NAD 83)
 TH0859_MARKER: Z = SEE DESCRIPTION
 TH0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0859+STABILITY: SURFACE MOTION
 TH0859
 TH0859  HISTORY     - Date     Condition        Report By
 TH0859  HISTORY     - 1911     MONUMENTED       IBC
 TH0859  HISTORY     - 1975     GOOD             IBC
 TH0859
 TH0859                          STATION DESCRIPTION
 TH0859
 TH0859'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0859'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0859'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0859'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0859'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0859'
 TH0859'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0859'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0859'---OCTOBER 20, 1818---.
 TH0859'
 TH0859'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0859'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0859'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0859'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0859'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0859'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0859'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0859'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0859'
 TH0859'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0859'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0859'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0859'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0859'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0859'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0859'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0859'AND---CANADA---ON THE WEST SIDE.
 TH0859'
 TH0859'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0859'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0859'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0859'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0859'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0859
 TH0859                          STATION RECOVERY (1975)
 TH0859
 TH0859'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0860 ***********************************************************************
 TH0860  DESIGNATION -  BOUNDARY MON 575 CD US
 TH0860  PID         -  TH0860
 TH0860  STATE/COUNTY-  MT/SHERIDAN
 TH0860  USGS QUAD   -  PARK LAKE (1983)
 TH0860
 TH0860                         *CURRENT SURVEY CONTROL
 TH0860  ___________________________________________________________________
 TH0860* NAD 83(1992)-  48 59 58.94838(N)    104 16 17.29703(W)     ADJUSTED  
 TH0860* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 TH0860  ___________________________________________________________________
 TH0860  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 TH0860  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TH0860
 TH0860  HORZ ORDER  -  THIRD
 TH0860
 TH0860.The horizontal coordinates were established by classical geodetic methods
 TH0860.and adjusted by the National Geodetic Survey in July 1992..
 TH0860
 TH0860.The orthometric height was scaled from a topographic map.
 TH0860
 TH0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0860
 TH0860.The geoid height was determined by GEOID03.
 TH0860
 TH0860;                    North         East     Units Scale Factor Converg.
 TH0860;SPC MT       -   540,599.694   982,298.913   MT  0.99999982   +3 49 28.9
 TH0860;SPC MT       - 1,773,621.04  3,222,765.46   iFT  0.99999982   +3 49 28.9
 TH0860;UTM  13      - 5,427,678.990   553,286.535   MT  0.99963488   +0 32 59.4
 TH0860
 TH0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0860!SPC MT       -   0.99989260  x   0.99999982  =   0.99989242
 TH0860!UTM  13      -   0.99989260  x   0.99963488  =   0.99952752
 TH0860
 TH0860:                Primary Azimuth Mark                     Grid Az
 TH0860:SPC MT       -  ROUND                                    132 25 18.9
 TH0860:UTM  13      -  ROUND                                    135 41 48.4
 TH0860
 TH0860|---------------------------------------------------------------------|
 TH0860| PID    Reference Object                     Distance      Geod. Az  |
 TH0860|                                                           dddmmss.s |
 TH0860| TH0887 ROUND                               APPROX. 2.0 KM 1361447.8 |
 TH0860|---------------------------------------------------------------------|
 TH0860
 TH0860                          SUPERSEDED SURVEY CONTROL
 TH0860
 TH0860  NAD 83(1986)-  48 59 58.94839(N)    104 16 17.29795(W) AD(       ) 3
 TH0860
 TH0860.Superseded values are not recommended for survey control.
 TH0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0860.See file dsdata.txt to determine how the superseded data were derived.
 TH0860
 TH0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ5328727679(NAD 83)
 TH0860_MARKER: Z = SEE DESCRIPTION
 TH0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0860+STABILITY: SURFACE MOTION
 TH0860
 TH0860  HISTORY     - Date     Condition        Report By
 TH0860  HISTORY     - 1911     MONUMENTED       IBC
 TH0860  HISTORY     - 1975     GOOD             IBC
 TH0860
 TH0860                          STATION DESCRIPTION
 TH0860
 TH0860'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0860'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0860'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0860'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0860'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0860'
 TH0860'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0860'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0860'---OCTOBER 20, 1818---.
 TH0860'
 TH0860'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0860'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0860'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0860'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0860'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0860'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0860'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0860'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0860'
 TH0860'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0860'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0860'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0860'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0860'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0860'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0860'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0860'AND---CANADA---ON THE WEST SIDE.
 TH0860'
 TH0860'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0860'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0860'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0860'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0860'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0860
 TH0860                          STATION RECOVERY (1975)
 TH0860
 TH0860'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0861 ***********************************************************************
 TH0861  DESIGNATION -  BOUNDARY MON 576 CD US
 TH0861  PID         -  TH0861
 TH0861  STATE/COUNTY-  MT/SHERIDAN
 TH0861  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0861
 TH0861                         *CURRENT SURVEY CONTROL
 TH0861  ___________________________________________________________________
 TH0861* NAD 83(1992)-  48 59 59.10061(N)    104 14 47.08389(W)     ADJUSTED  
 TH0861* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 TH0861  ___________________________________________________________________
 TH0861  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TH0861  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 TH0861
 TH0861  HORZ ORDER  -  THIRD
 TH0861
 TH0861.The horizontal coordinates were established by classical geodetic methods
 TH0861.and adjusted by the National Geodetic Survey in July 1992..
 TH0861
 TH0861.The orthometric height was scaled from a topographic map.
 TH0861
 TH0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0861
 TH0861.The geoid height was determined by GEOID03.
 TH0861
 TH0861;                    North         East     Units Scale Factor Converg.
 TH0861;SPC MT       -   540,726.989   984,128.132   MT  0.99999985   +3 50 34.9
 TH0861;SPC MT       - 1,774,038.68  3,228,766.84   iFT  0.99999985   +3 50 34.9
 TH0861;UTM  13      - 5,427,701.583   555,119.371   MT  0.99963732   +0 34 07.5
 TH0861
 TH0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0861!SPC MT       -   0.99989174  x   0.99999985  =   0.99989159
 TH0861!UTM  13      -   0.99989174  x   0.99963732  =   0.99952910
 TH0861
 TH0861:                Primary Azimuth Mark                     Grid Az
 TH0861:SPC MT       -  ROUND                                    191 55 20.0
 TH0861:UTM  13      -  ROUND                                    195 11 47.4
 TH0861
 TH0861|---------------------------------------------------------------------|
 TH0861| PID    Reference Object                     Distance      Geod. Az  |
 TH0861|                                                           dddmmss.s |
 TH0861| TH0887 ROUND                               APPROX. 1.5 KM 1954554.9 |
 TH0861|---------------------------------------------------------------------|
 TH0861
 TH0861                          SUPERSEDED SURVEY CONTROL
 TH0861
 TH0861  NAD 83(1986)-  48 59 59.10059(N)    104 14 47.08461(W) AD(       ) 3
 TH0861
 TH0861.Superseded values are not recommended for survey control.
 TH0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0861.See file dsdata.txt to determine how the superseded data were derived.
 TH0861
 TH0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ5511927702(NAD 83)
 TH0861_MARKER: Z = SEE DESCRIPTION
 TH0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0861+STABILITY: SURFACE MOTION
 TH0861
 TH0861  HISTORY     - Date     Condition        Report By
 TH0861  HISTORY     - 1911     MONUMENTED       IBC
 TH0861  HISTORY     - 1975     GOOD             IBC
 TH0861
 TH0861                          STATION DESCRIPTION
 TH0861
 TH0861'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0861'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0861'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0861'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0861'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0861'
 TH0861'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0861'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0861'---OCTOBER 20, 1818---.
 TH0861'
 TH0861'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0861'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0861'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0861'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0861'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0861'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0861'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0861'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0861'
 TH0861'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0861'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0861'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0861'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0861'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0861'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0861'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0861'AND---CANADA---ON THE WEST SIDE.
 TH0861'
 TH0861'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0861'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0861'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0861'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0861'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0861
 TH0861                          STATION RECOVERY (1975)
 TH0861
 TH0861'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0862 ***********************************************************************
 TH0862  DESIGNATION -  BOUNDARY MON 577 CD US
 TH0862  PID         -  TH0862
 TH0862  STATE/COUNTY-  MT/SHERIDAN
 TH0862  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0862
 TH0862                         *CURRENT SURVEY CONTROL
 TH0862  ___________________________________________________________________
 TH0862* NAD 83(1992)-  48 59 59.24761(N)    104 13 23.30782(W)     ADJUSTED  
 TH0862* NAVD 88     -       723.     (meters)    2372.     (feet)  SCALED    
 TH0862  ___________________________________________________________________
 TH0862  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 TH0862  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 TH0862
 TH0862  HORZ ORDER  -  THIRD
 TH0862
 TH0862.The horizontal coordinates were established by classical geodetic methods
 TH0862.and adjusted by the National Geodetic Survey in July 1992..
 TH0862
 TH0862.The orthometric height was scaled from a topographic map.
 TH0862
 TH0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0862
 TH0862.The geoid height was determined by GEOID03.
 TH0862
 TH0862;                    North         East     Units Scale Factor Converg.
 TH0862;SPC MT       -   540,845.899   985,826.779   MT  0.99999987   +3 51 36.2
 TH0862;SPC MT       - 1,774,428.80  3,234,339.83   iFT  0.99999987   +3 51 36.2
 TH0862;UTM  13      - 5,427,723.280   556,821.422   MT  0.99963966   +0 35 10.7
 TH0862
 TH0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0862!SPC MT       -   0.99988968  x   0.99999987  =   0.99988955
 TH0862!UTM  13      -   0.99988968  x   0.99963966  =   0.99952938
 TH0862
 TH0862:                Primary Azimuth Mark                     Grid Az
 TH0862:SPC MT       -  DAHL                                     021 08 46.5
 TH0862:UTM  13      -  DAHL                                     024 25 12.0
 TH0862
 TH0862|---------------------------------------------------------------------|
 TH0862| PID    Reference Object                     Distance      Geod. Az  |
 TH0862|                                                           dddmmss.s |
 TH0862| TH0764 DAHL                                APPROX. 1.3 KM 0250022.7 |
 TH0862|---------------------------------------------------------------------|
 TH0862
 TH0862                          SUPERSEDED SURVEY CONTROL
 TH0862
 TH0862  NAD 83(1986)-  48 59 59.24757(N)    104 13 23.30836(W) AD(       ) 3
 TH0862
 TH0862.Superseded values are not recommended for survey control.
 TH0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0862.See file dsdata.txt to determine how the superseded data were derived.
 TH0862
 TH0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ5682127723(NAD 83)
 TH0862_MARKER: Z = SEE DESCRIPTION
 TH0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0862+STABILITY: SURFACE MOTION
 TH0862
 TH0862  HISTORY     - Date     Condition        Report By
 TH0862  HISTORY     - 1911     MONUMENTED       IBC
 TH0862  HISTORY     - 1975     GOOD             IBC
 TH0862
 TH0862                          STATION DESCRIPTION
 TH0862
 TH0862'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0862'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0862'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0862'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0862'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0862'
 TH0862'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0862'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0862'---OCTOBER 20, 1818---.
 TH0862'
 TH0862'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0862'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0862'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0862'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0862'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0862'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0862'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0862'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0862'
 TH0862'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0862'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0862'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0862'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0862'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0862'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0862'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0862'AND---CANADA---ON THE WEST SIDE.
 TH0862'
 TH0862'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0862'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0862'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0862'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0862'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0862
 TH0862                          STATION RECOVERY (1975)
 TH0862
 TH0862'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0863 ***********************************************************************
 TH0863  DESIGNATION -  BOUNDARY MON 578 CD US
 TH0863  PID         -  TH0863
 TH0863  STATE/COUNTY-  MT/SHERIDAN
 TH0863  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0863
 TH0863                         *CURRENT SURVEY CONTROL
 TH0863  ___________________________________________________________________
 TH0863* NAD 83(1992)-  48 59 59.42329(N)    104 11 42.21396(W)     ADJUSTED  
 TH0863* NAVD 88     -       683.     (meters)    2241.     (feet)  SCALED    
 TH0863  ___________________________________________________________________
 TH0863  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 TH0863  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TH0863
 TH0863  HORZ ORDER  -  THIRD
 TH0863
 TH0863.The horizontal coordinates were established by classical geodetic methods
 TH0863.and adjusted by the National Geodetic Survey in July 1992..
 TH0863
 TH0863.The orthometric height was scaled from a topographic map.
 TH0863
 TH0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0863
 TH0863.The geoid height was determined by GEOID03.
 TH0863
 TH0863;                    North         East     Units Scale Factor Converg.
 TH0863;SPC MT       -   540,990.009   987,876.517   MT  0.99999990   +3 52 50.1
 TH0863;SPC MT       - 1,774,901.60  3,241,064.69   iFT  0.99999990   +3 52 50.1
 TH0863;UTM  13      - 5,427,750.103   558,875.307   MT  0.99964258   +0 36 27.0
 TH0863
 TH0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0863!SPC MT       -   0.99989597  x   0.99999990  =   0.99989587
 TH0863!UTM  13      -   0.99989597  x   0.99964258  =   0.99953859
 TH0863
 TH0863:                Primary Azimuth Mark                     Grid Az
 TH0863:SPC MT       -  ULAN                                     229 00 30.5
 TH0863:UTM  13      -  ULAN                                     232 16 53.6
 TH0863
 TH0863|---------------------------------------------------------------------|
 TH0863| PID    Reference Object                     Distance      Geod. Az  |
 TH0863|                                                           dddmmss.s |
 TH0863| TH0893 ULAN                                APPROX. 1.2 KM 2325320.6 |
 TH0863|---------------------------------------------------------------------|
 TH0863
 TH0863                          SUPERSEDED SURVEY CONTROL
 TH0863
 TH0863  NAD 83(1986)-  48 59 59.42320(N)    104 11 42.21429(W) AD(       ) 3
 TH0863
 TH0863.Superseded values are not recommended for survey control.
 TH0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0863.See file dsdata.txt to determine how the superseded data were derived.
 TH0863
 TH0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ5887527750(NAD 83)
 TH0863_MARKER: Z = SEE DESCRIPTION
 TH0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0863_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0863+STABILITY: SURFACE MOTION
 TH0863
 TH0863  HISTORY     - Date     Condition        Report By
 TH0863  HISTORY     - 1911     MONUMENTED       IBC
 TH0863  HISTORY     - 1975     GOOD             IBC
 TH0863
 TH0863                          STATION DESCRIPTION
 TH0863
 TH0863'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0863'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0863'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0863'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0863'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0863'
 TH0863'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0863'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0863'---OCTOBER 20, 1818---.
 TH0863'
 TH0863'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0863'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0863'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0863'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0863'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0863'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0863'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0863'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0863'
 TH0863'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0863'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0863'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0863'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0863'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0863'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0863'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0863'AND---CANADA---ON THE WEST SIDE.
 TH0863'
 TH0863'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0863'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0863'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0863'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0863'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0863
 TH0863                          STATION RECOVERY (1975)
 TH0863
 TH0863'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0864 ***********************************************************************
 TH0864  DESIGNATION -  BOUNDARY MON 579 CD US
 TH0864  PID         -  TH0864
 TH0864  STATE/COUNTY-  MT/SHERIDAN
 TH0864  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0864
 TH0864                         *CURRENT SURVEY CONTROL
 TH0864  ___________________________________________________________________
 TH0864* NAD 83(1992)-  48 59 59.57696(N)    104 10 14.61411(W)     ADJUSTED  
 TH0864* NAVD 88     -       718.     (meters)    2356.     (feet)  SCALED    
 TH0864  ___________________________________________________________________
 TH0864  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 TH0864  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 TH0864
 TH0864  HORZ ORDER  -  THIRD
 TH0864
 TH0864.The horizontal coordinates were established by classical geodetic methods
 TH0864.and adjusted by the National Geodetic Survey in July 1992..
 TH0864
 TH0864.The orthometric height was scaled from a topographic map.
 TH0864
 TH0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0864
 TH0864.The geoid height was determined by GEOID03.
 TH0864
 TH0864;                    North         East     Units Scale Factor Converg.
 TH0864;SPC MT       -   541,115.521   989,652.609   MT  0.99999993   +3 53 54.2
 TH0864;SPC MT       - 1,775,313.39  3,246,891.76   iFT  0.99999993   +3 53 54.2
 TH0864;UTM  13      - 5,427,774.006   560,655.034   MT  0.99964520   +0 37 33.2
 TH0864
 TH0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0864!SPC MT       -   0.99989044  x   0.99999993  =   0.99989037
 TH0864!UTM  13      -   0.99989044  x   0.99964520  =   0.99953568
 TH0864
 TH0864:                Primary Azimuth Mark                     Grid Az
 TH0864:SPC MT       -  BOUNDARY MON 578 CD US                   265 57 28.9
 TH0864:UTM  13      -  BOUNDARY MON 578 CD US                   269 13 49.9
 TH0864
 TH0864|---------------------------------------------------------------------|
 TH0864| PID    Reference Object                     Distance      Geod. Az  |
 TH0864|                                                           dddmmss.s |
 TH0864| TH0863 BOUNDARY MON 578 CD US              APPROX. 1.8 KM 2695123.1 |
 TH0864|---------------------------------------------------------------------|
 TH0864
 TH0864                          SUPERSEDED SURVEY CONTROL
 TH0864
 TH0864  NAD 83(1986)-  48 59 59.57683(N)    104 10 14.61436(W) AD(       ) 3
 TH0864
 TH0864.Superseded values are not recommended for survey control.
 TH0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0864.See file dsdata.txt to determine how the superseded data were derived.
 TH0864
 TH0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6065527774(NAD 83)
 TH0864_MARKER: Z = SEE DESCRIPTION
 TH0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0864+STABILITY: SURFACE MOTION
 TH0864
 TH0864  HISTORY     - Date     Condition        Report By
 TH0864  HISTORY     - 1911     MONUMENTED       IBC
 TH0864  HISTORY     - 1975     GOOD             IBC
 TH0864
 TH0864                          STATION DESCRIPTION
 TH0864
 TH0864'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0864'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0864'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0864'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0864'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0864'
 TH0864'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0864'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0864'---OCTOBER 20, 1818---.
 TH0864'
 TH0864'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0864'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0864'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0864'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0864'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0864'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0864'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0864'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0864'
 TH0864'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0864'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0864'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0864'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0864'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0864'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0864'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0864'AND---CANADA---ON THE WEST SIDE.
 TH0864'
 TH0864'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0864'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0864'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0864'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0864'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0864
 TH0864                          STATION RECOVERY (1975)
 TH0864
 TH0864'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0865 ***********************************************************************
 TH0865  DESIGNATION -  BOUNDARY MON 580 CD US
 TH0865  PID         -  TH0865
 TH0865  STATE/COUNTY-  MT/SHERIDAN
 TH0865  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0865
 TH0865                         *CURRENT SURVEY CONTROL
 TH0865  ___________________________________________________________________
 TH0865* NAD 83(1992)-  48 59 59.80329(N)    104 08 14.43686(W)     ADJUSTED  
 TH0865* NAVD 88     -       691.     (meters)    2267.     (feet)  SCALED    
 TH0865  ___________________________________________________________________
 TH0865  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 TH0865  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 TH0865
 TH0865  HORZ ORDER  -  THIRD
 TH0865
 TH0865.The horizontal coordinates were established by classical geodetic methods
 TH0865.and adjusted by the National Geodetic Survey in July 1992..
 TH0865
 TH0865.The orthometric height was scaled from a topographic map.
 TH0865
 TH0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0865
 TH0865.The geoid height was determined by GEOID03.
 TH0865
 TH0865;                    North         East     Units Scale Factor Converg.
 TH0865;SPC MT       -   541,289.086   992,089.112   MT  0.99999997   +3 55 22.1
 TH0865;SPC MT       - 1,775,882.83  3,254,885.54   iFT  0.99999997   +3 55 22.1
 TH0865;UTM  13      - 5,427,808.204   563,096.609   MT  0.99964891   +0 39 03.9
 TH0865
 TH0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0865!SPC MT       -   0.99989472  x   0.99999997  =   0.99989469
 TH0865!UTM  13      -   0.99989472  x   0.99964891  =   0.99954367
 TH0865
 TH0865:                Primary Azimuth Mark                     Grid Az
 TH0865:SPC MT       -  BOUNDARY MON 581 CD US                   085 54 13.9
 TH0865:UTM  13      -  BOUNDARY MON 581 CD US                   089 10 32.1
 TH0865
 TH0865|---------------------------------------------------------------------|
 TH0865| PID    Reference Object                     Distance      Geod. Az  |
 TH0865|                                                           dddmmss.s |
 TH0865| TH0866 BOUNDARY MON 581 CD US              APPROX. 1.9 KM 0894936.0 |
 TH0865|---------------------------------------------------------------------|
 TH0865
 TH0865                          SUPERSEDED SURVEY CONTROL
 TH0865
 TH0865  NAD 83(1986)-  48 59 59.80310(N)    104 08 14.43703(W) AD(       ) 3
 TH0865
 TH0865.Superseded values are not recommended for survey control.
 TH0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0865.See file dsdata.txt to determine how the superseded data were derived.
 TH0865
 TH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6309727808(NAD 83)
 TH0865_MARKER: Z = SEE DESCRIPTION
 TH0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0865+STABILITY: SURFACE MOTION
 TH0865
 TH0865  HISTORY     - Date     Condition        Report By
 TH0865  HISTORY     - 1911     MONUMENTED       IBC
 TH0865  HISTORY     - 1975     GOOD             IBC
 TH0865
 TH0865                          STATION DESCRIPTION
 TH0865
 TH0865'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0865'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0865'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0865'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0865'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0865'
 TH0865'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0865'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0865'---OCTOBER 20, 1818---.
 TH0865'
 TH0865'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0865'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0865'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0865'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0865'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0865'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0865'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0865'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0865'
 TH0865'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0865'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0865'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0865'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0865'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0865'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0865'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0865'AND---CANADA---ON THE WEST SIDE.
 TH0865'
 TH0865'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0865'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0865'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0865'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0865'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0865
 TH0865                          STATION RECOVERY (1975)
 TH0865
 TH0865'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0866 ***********************************************************************
 TH0866  DESIGNATION -  BOUNDARY MON 581 CD US
 TH0866  PID         -  TH0866
 TH0866  STATE/COUNTY-  MT/SHERIDAN
 TH0866  USGS QUAD   -  WESTBY NORTH (1983)
 TH0866
 TH0866                         *CURRENT SURVEY CONTROL
 TH0866  ___________________________________________________________________
 TH0866* NAD 83(1992)-  48 59 59.97766(N)    104 06 41.62861(W)     ADJUSTED  
 TH0866* NAVD 88     -       680.     (meters)    2231.     (feet)  SCALED    
 TH0866  ___________________________________________________________________
 TH0866  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 TH0866  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 TH0866
 TH0866  HORZ ORDER  -  THIRD
 TH0866
 TH0866.The horizontal coordinates were established by classical geodetic methods
 TH0866.and adjusted by the National Geodetic Survey in July 1992..
 TH0866
 TH0866.The orthometric height was scaled from a topographic map.
 TH0866
 TH0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0866
 TH0866.The geoid height was determined by GEOID03.
 TH0866
 TH0866;                    North         East     Units Scale Factor Converg.
 TH0866;SPC MT       -   541,423.821   993,970.677   MT  1.00000000   +3 56 30.0
 TH0866;SPC MT       - 1,776,324.87  3,261,058.65   iFT  1.00000000   +3 56 30.0
 TH0866;UTM  13      - 5,427,835.337   564,982.137   MT  0.99965187   +0 40 13.9
 TH0866
 TH0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0866!SPC MT       -   0.99989632  x   1.00000000  =   0.99989632
 TH0866!UTM  13      -   0.99989632  x   0.99965187  =   0.99954822
 TH0866
 TH0866:                Primary Azimuth Mark                     Grid Az
 TH0866:SPC MT       -  FINLEY                                   152 49 16.3
 TH0866:UTM  13      -  FINLEY                                   156 05 32.4
 TH0866
 TH0866|---------------------------------------------------------------------|
 TH0866| PID    Reference Object                     Distance      Geod. Az  |
 TH0866|                                                           dddmmss.s |
 TH0866| TH0772 FINLEY                              APPROX. 3.9 KM 1564546.3 |
 TH0866|---------------------------------------------------------------------|
 TH0866
 TH0866                          SUPERSEDED SURVEY CONTROL
 TH0866
 TH0866  NAD 83(1986)-  48 59 59.97744(N)    104 06 41.62869(W) AD(       ) 3
 TH0866
 TH0866.Superseded values are not recommended for survey control.
 TH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0866.See file dsdata.txt to determine how the superseded data were derived.
 TH0866
 TH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6498227835(NAD 83)
 TH0866_MARKER: Z = SEE DESCRIPTION
 TH0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0866+STABILITY: SURFACE MOTION
 TH0866
 TH0866  HISTORY     - Date     Condition        Report By
 TH0866  HISTORY     - 1911     MONUMENTED       IBC
 TH0866  HISTORY     - 1975     GOOD             IBC
 TH0866
 TH0866                          STATION DESCRIPTION
 TH0866
 TH0866'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0866'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0866'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0866'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0866'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0866'
 TH0866'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0866'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0866'---OCTOBER 20, 1818---.
 TH0866'
 TH0866'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0866'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0866'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0866'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0866'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0866'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0866'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0866'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0866'
 TH0866'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0866'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0866'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0866'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0866'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0866'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0866'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0866'AND---CANADA---ON THE WEST SIDE.
 TH0866'
 TH0866'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0866'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0866'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0866'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0866'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0866
 TH0866                          STATION RECOVERY (1975)
 TH0866
 TH0866'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0867 ***********************************************************************
 TH0867  DESIGNATION -  BOUNDARY MON 582 CD US
 TH0867  PID         -  TH0867
 TH0867  STATE/COUNTY-  MT/SHERIDAN
 TH0867  USGS QUAD   -  WESTBY NORTH (1983)
 TH0867
 TH0867                         *CURRENT SURVEY CONTROL
 TH0867  ___________________________________________________________________
 TH0867* NAD 83(1992)-  48 59 59.76988(N)    104 04 15.86741(W)     ADJUSTED  
 TH0867* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 TH0867  ___________________________________________________________________
 TH0867  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 TH0867  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TH0867
 TH0867  HORZ ORDER  -  THIRD
 TH0867
 TH0867.The horizontal coordinates were established by classical geodetic methods
 TH0867.and adjusted by the National Geodetic Survey in July 1992..
 TH0867
 TH0867.The orthometric height was scaled from a topographic map.
 TH0867
 TH0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0867
 TH0867.The geoid height was determined by GEOID03.
 TH0867
 TH0867;                    North         East     Units Scale Factor Converg.
 TH0867;SPC MT       -   541,621.838   996,926.730   MT  0.99999996   +3 58 16.6
 TH0867;SPC MT       - 1,776,974.53  3,270,756.99   iFT  0.99999996   +3 58 16.6
 TH0867;SPC ND N     -   228,429.575   338,774.757   MT  1.00006382   -2 39 26.5
 TH0867;SPC ND N     -   749,440.86  1,111,465.74   iFT  1.00006382   -2 39 26.5
 TH0867;UTM  13      - 5,427,864.370   567,943.649   MT  0.99965671   +0 42 03.9
 TH0867
 TH0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0867!SPC MT       -   0.99989556  x   0.99999996  =   0.99989552
 TH0867!SPC ND N     -   0.99989556  x   1.00006382  =   0.99995937
 TH0867!UTM  13      -   0.99989556  x   0.99965671  =   0.99955230
 TH0867
 TH0867:                Primary Azimuth Mark                     Grid Az
 TH0867:SPC MT       -  FINLEY                                   198 17 22.9
 TH0867:SPC ND N     -  FINLEY                                   204 55 06.0
 TH0867:UTM  13      -  FINLEY                                   201 33 35.6
 TH0867
 TH0867|---------------------------------------------------------------------|
 TH0867| PID    Reference Object                     Distance      Geod. Az  |
 TH0867|                                                           dddmmss.s |
 TH0867| TH0772 FINLEY                              APPROX. 3.8 KM 2021539.5 |
 TH0867|---------------------------------------------------------------------|
 TH0867
 TH0867                          SUPERSEDED SURVEY CONTROL
 TH0867
 TH0867  NAD 83(1986)-  48 59 59.76962(N)    104 04 15.86760(W) AD(       ) 3
 TH0867
 TH0867.Superseded values are not recommended for survey control.
 TH0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0867.See file dsdata.txt to determine how the superseded data were derived.
 TH0867
 TH0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6794427864(NAD 83)
 TH0867_MARKER: Z = SEE DESCRIPTION
 TH0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0867+STABILITY: SURFACE MOTION
 TH0867
 TH0867  HISTORY     - Date     Condition        Report By
 TH0867  HISTORY     - 1911     MONUMENTED       IBC
 TH0867  HISTORY     - 1975     GOOD             IBC
 TH0867
 TH0867                          STATION DESCRIPTION
 TH0867
 TH0867'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0867'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0867'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0867'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0867'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0867'
 TH0867'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0867'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0867'---OCTOBER 20, 1818---.
 TH0867'
 TH0867'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0867'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0867'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0867'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0867'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0867'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0867'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0867'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0867'
 TH0867'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0867'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0867'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0867'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0867'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0867'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0867'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0867'AND---CANADA---ON THE WEST SIDE.
 TH0867'
 TH0867'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0867'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0867'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0867'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0867'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0867
 TH0867                          STATION RECOVERY (1975)
 TH0867
 TH0867'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0868 ***********************************************************************
 TH0868  DESIGNATION -  BOUNDARY MON 583 CD US
 TH0868  PID         -  TH0868
 TH0868  STATE/COUNTY-  MT/SHERIDAN
 TH0868  USGS QUAD   -  WESTBY NORTH (1983)
 TH0868
 TH0868                         *CURRENT SURVEY CONTROL
 TH0868  ___________________________________________________________________
 TH0868* NAD 83(1992)-  48 59 59.64299(N)    104 02 55.29233(W)     ADJUSTED  
 TH0868* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 TH0868  ___________________________________________________________________
 TH0868  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 TH0868  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 TH0868
 TH0868  HORZ ORDER  -  THIRD
 TH0868
 TH0868.The horizontal coordinates were established by classical geodetic methods
 TH0868.and adjusted by the National Geodetic Survey in July 1992..
 TH0868
 TH0868.The orthometric height was scaled from a topographic map.
 TH0868
 TH0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0868
 TH0868.The geoid height was determined by GEOID03.
 TH0868
 TH0868;                    North         East     Units Scale Factor Converg.
 TH0868;SPC MT       -   541,731.585   998,560.784   MT  0.99999994   +3 59 15.6
 TH0868;SPC MT       - 1,777,334.60  3,276,118.06   iFT  0.99999994   +3 59 15.6
 TH0868;SPC ND N     -   228,349.962   340,410.661   MT  1.00006381   -2 38 26.5
 TH0868;SPC ND N     -   749,179.67  1,116,832.88   iFT  1.00006381   -2 38 26.5
 TH0868;UTM  13      - 5,427,880.726   569,580.743   MT  0.99965948   +0 43 04.8
 TH0868
 TH0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0868!SPC MT       -   0.99989865  x   0.99999994  =   0.99989859
 TH0868!SPC ND N     -   0.99989865  x   1.00006381  =   0.99996245
 TH0868!UTM  13      -   0.99989865  x   0.99965948  =   0.99955816
 TH0868
 TH0868|---------------------------------------------------------------------|
 TH0868| PID    Reference Object                     Distance      Geod. Az  |
 TH0868|                                                           dddmmss.s |
 TH0868| TH0869 BOUNDARY MON 583 ECC                108.677 METERS 09007     |
 TH0868| TH0766 DEAL                                APPROX. 1.8 KM 3024158.5 |
 TH0868|---------------------------------------------------------------------|
 TH0868
 TH0868                          SUPERSEDED SURVEY CONTROL
 TH0868
 TH0868  NAD 83(1986)-  48 59 59.64276(N)    104 02 55.29251(W) AD(       ) 3
 TH0868
 TH0868.Superseded values are not recommended for survey control.
 TH0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0868.See file dsdata.txt to determine how the superseded data were derived.
 TH0868
 TH0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6958127881(NAD 83)
 TH0868_MARKER: Z = SEE DESCRIPTION
 TH0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0868+STABILITY: SURFACE MOTION
 TH0868
 TH0868  HISTORY     - Date     Condition        Report By
 TH0868  HISTORY     - 1911     MONUMENTED       IBC
 TH0868  HISTORY     - 1975     GOOD             IBC
 TH0868
 TH0868                          STATION DESCRIPTION
 TH0868
 TH0868'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0868'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0868'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0868'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0868'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0868'
 TH0868'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0868'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0868'---OCTOBER 20, 1818---.
 TH0868'
 TH0868'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0868'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0868'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0868'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0868'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0868'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0868'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0868'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0868'
 TH0868'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0868'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0868'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0868'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0868'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0868'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0868'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0868'AND---CANADA---ON THE WEST SIDE.
 TH0868'
 TH0868'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0868'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0868'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0868'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0868'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0868
 TH0868                          STATION RECOVERY (1975)
 TH0868
 TH0868'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0870 ***********************************************************************
 TH0870  DESIGNATION -  BOUNDARY MON 585 CD US
 TH0870  PID         -  TH0870
 TH0870  STATE/COUNTY-  MT/SHERIDAN
 TH0870  USGS QUAD   -  SKJERMO LAKE (1983)
 TH0870
 TH0870                         *CURRENT SURVEY CONTROL
 TH0870  ___________________________________________________________________
 TH0870* NAD 83(1996)-  48 59 59.37146(N)    104 00 00.87816(W)     ADJUSTED  
 TH0870* NAVD 88     -       653.     (meters)    2142.     (feet)  SCALED    
 TH0870  ___________________________________________________________________
 TH0870  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 TH0870  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TH0870
 TH0870  HORZ ORDER  -  THIRD
 TH0870
 TH0870.The horizontal coordinates were established by classical geodetic methods
 TH0870.and adjusted by the National Geodetic Survey in January 1998..
 TH0870
 TH0870.The orthometric height was scaled from a topographic map.
 TH0870
 TH0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0870
 TH0870.The geoid height was determined by GEOID03.
 TH0870
 TH0870;                    North         East     Units Scale Factor Converg.
 TH0870;SPC MT       -   541,970.840 1,002,097.776   MT  0.99999989   +4 01 23.1
 TH0870;SPC MT       - 1,778,119.55  3,287,722.36   iFT  0.99999989   +4 01 23.1
 TH0870;SPC ND N     -   228,179.356   343,951.854   MT  1.00006378   -2 36 16.7
 TH0870;SPC ND N     -   748,619.93  1,128,450.96   iFT  1.00006378   -2 36 16.7
 TH0870;UTM  13      - 5,427,917.880   573,124.426   MT  0.99966569   +0 45 16.4
 TH0870
 TH0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0870!SPC MT       -   0.99990068  x   0.99999989  =   0.99990057
 TH0870!SPC ND N     -   0.99990068  x   1.00006378  =   0.99996446
 TH0870!UTM  13      -   0.99990068  x   0.99966569  =   0.99956640
 TH0870
 TH0870|---------------------------------------------------------------------|
 TH0870| PID    Reference Object                     Distance      Geod. Az  |
 TH0870|                                                           dddmmss.s |
 TH0870| TG1977 BOUNDARY MON 585 ECC                 75.264 METERS 15347     |
 TH0870| TH0750 BOUNDARY MON 584 CD US              APPROX. 1.3 KM 2700839.3 |
 TH0870|---------------------------------------------------------------------|
 TH0870
 TH0870                          SUPERSEDED SURVEY CONTROL
 TH0870
 TH0870  NAD 83(1992)-  48 59 59.37274(N)    104 00 00.87836(W) AD(       ) 3
 TH0870  NAD 83(1986)-  48 59 59.37266(N)    104 00 00.87830(W) AD(       ) 3
 TH0870
 TH0870.Superseded values are not recommended for survey control.
 TH0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0870.See file dsdata.txt to determine how the superseded data were derived.
 TH0870
 TH0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ7312427918(NAD 83)
 TH0870_MARKER: Z = SEE DESCRIPTION
 TH0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0870+STABILITY: SURFACE MOTION
 TH0870
 TH0870  HISTORY     - Date     Condition        Report By
 TH0870  HISTORY     - 1911     MONUMENTED       IBC
 TH0870  HISTORY     - 1975     GOOD             IBC
 TH0870
 TH0870                          STATION DESCRIPTION
 TH0870
 TH0870'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0870'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0870'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0870'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0870'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0870'
 TH0870'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0870'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0870'---OCTOBER 20, 1818---.
 TH0870'
 TH0870'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0870'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0870'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0870'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0870'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0870'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0870'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0870'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0870'
 TH0870'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0870'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0870'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0870'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0870'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0870'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0870'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0870'AND---CANADA---ON THE WEST SIDE.
 TH0870'
 TH0870'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0870'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0870'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0870'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0870'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0870
 TH0870                          STATION RECOVERY (1975)
 TH0870
 TH0870'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0596 ***********************************************************************
 QY0596  DESIGNATION -  BOUNDARY MON ID MT
 QY0596  PID         -  QY0596
 QY0596  STATE/COUNTY-  MT/BEAVERHEAD
 QY0596  USGS QUAD   -  HOMER YOUNGS PEAK (1966)
 QY0596
 QY0596                         *CURRENT SURVEY CONTROL
 QY0596  ___________________________________________________________________
 QY0596* NAD 83(1992)-  45 15 50.92055(N)    113 41 34.48686(W)     ADJUSTED  
 QY0596* NAVD 88     -      3149.     (meters)   10331.     (feet)  SCALED    
 QY0596  ___________________________________________________________________
 QY0596  LAPLACE CORR-          14.06  (seconds)                    DEFLEC99
 QY0596  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 QY0596
 QY0596  HORZ ORDER  -  SECOND
 QY0596
 QY0596.The horizontal coordinates were established by classical geodetic methods
 QY0596.and adjusted by the National Geodetic Survey in July 1992..
 QY0596
 QY0596.The orthometric height was scaled from a topographic map.
 QY0596
 QY0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0596
 QY0596.The geoid height was determined by GEOID03.
 QY0596
 QY0596;                    North         East     Units Scale Factor Converg.
 QY0596;SPC MT       -   121,522.248   271,130.530   MT  0.99985172   -3 04 01.7
 QY0596;SPC MT       -   398,695.04    889,535.86   iFT  0.99985172   -3 04 01.7
 QY0596;SPC ID C     -   399,711.230   524,100.058   MT  0.99995451   +0 13 05.3
 QY0596;UTM  12      - 5,015,822.248   288,735.338   MT  1.00014881   -1 54 49.1
 QY0596
 QY0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0596!SPC MT       -   0.99950855  x   0.99985172  =   0.99936034
 QY0596!SPC ID C     -   0.99950855  x   0.99995451  =   0.99946308
 QY0596!UTM  12      -   0.99950855  x   1.00014881  =   0.99965729
 QY0596
 QY0596                          SUPERSEDED SURVEY CONTROL
 QY0596
 QY0596  NAD 83(1986)-  45 15 50.91994(N)    113 41 34.48315(W) AD(       ) 2
 QY0596  NAD 27      -  45 15 51.20100(N)    113 41 31.25800(W) AD(       ) 2
 QY0596
 QY0596.Superseded values are not recommended for survey control.
 QY0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0596.See file dsdata.txt to determine how the superseded data were derived.
 QY0596
 QY0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR8873515822(NAD 83)
 QY0596
 QY0596  HISTORY     - Date     Condition        Report By
 QY0596  HISTORY     - 1956     MONUMENTED       CGS
 QY0596
 QY0596                          STATION DESCRIPTION
 QY0596
 QY0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0596'THE STATION IS LOCATED ON A HIGH MOUNTAIN LOCALLY KNOWN AS
 QY0596'MONUMENT PEAK, ABOUT 12 MILES NORTHEAST OF SALMON, IDAHO,
 QY0596'11 MILES NORTH-NORTHEAST OF BAKER, IDAHO, AND 21 FEET SOUTH
 QY0596'OF A LARGE CAIRN.  THE MARK IS A 6-INCH IRON PIPE WHICH PROJECTS
 QY0596'4 FEET, AND HAS AN IRON CAP SCREWED ON THE TOP WHICH IS STAMPED
 QY0596'MON-IDA.  A TRAVERSE WAS MADE FROM TRIANGULATION STATION
 QY0596'MONUMENT AND THE DISTANCE WAS FOUND TO BE 11.57 FEET OR
 QY0596'3.526 METERS.  IT IS NORTHWEST OF STATION MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0371 ***********************************************************************
 SP0371  DESIGNATION -  BOUNDARY MON MT ND
 SP0371  PID         -  SP0371
 SP0371  STATE/COUNTY-  MT/WIBAUX
 SP0371  USGS QUAD   -  ODLAND DAM NE (1974)
 SP0371
 SP0371                         *CURRENT SURVEY CONTROL
 SP0371  ___________________________________________________________________
 SP0371* NAD 83(1996)-  47 12 41.29622(N)    104 02 41.64085(W)     ADJUSTED  
 SP0371* NAVD 88     -       819.     (meters)    2687.     (feet)  SCALED    
 SP0371  ___________________________________________________________________
 SP0371  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 SP0371  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SP0371
 SP0371  HORZ ORDER  -  SECOND
 SP0371
 SP0371.The horizontal coordinates were established by classical geodetic methods
 SP0371.and adjusted by the National Geodetic Survey in January 1998..
 SP0371
 SP0371.The orthometric height was scaled from a topographic map.
 SP0371
 SP0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0371
 SP0371.The geoid height was determined by GEOID03.
 SP0371
 SP0371;                    North         East     Units Scale Factor Converg.
 SP0371;SPC MT       -   343,449.314 1,012,670.894   MT  0.99939864   +3 59 25.5
 SP0371;SPC MT       - 1,126,802.21  3,322,411.07   iFT  0.99939864   +3 59 25.5
 SP0371;SPC ND N     -    29,692.861   331,535.872   MT  1.00005099   -2 38 16.4
 SP0371;SPC ND N     -    97,417.52  1,087,716.12   iFT  1.00005099   -2 38 16.4
 SP0371;SPC ND S     -   177,776.542   331,557.257   MT  0.99995746   -2 35 08.1
 SP0371;SPC ND S     -   583,256.37  1,087,786.28   iFT  0.99995746   -2 35 08.1
 SP0371;UTM  13      - 5,229,106.975   572,324.760   MT  0.99966429   +0 42 03.4
 SP0371
 SP0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0371!SPC MT       -   0.99987426  x   0.99939864  =   0.99927297
 SP0371!SPC ND N     -   0.99987426  x   1.00005099  =   0.99992524
 SP0371!SPC ND S     -   0.99987426  x   0.99995746  =   0.99983172
 SP0371!UTM  13      -   0.99987426  x   0.99966429  =   0.99953859
 SP0371
 SP0371                          SUPERSEDED SURVEY CONTROL
 SP0371
 SP0371  NAD 83(1992)-  47 12 41.29620(N)    104 02 41.64086(W) AD(       ) 2
 SP0371  NAD 83(1986)-  47 12 41.29723(N)    104 02 41.64146(W) AD(       ) 2
 SP0371  NAD 27      -  47 12 41.24279(N)    104 02 39.89307(W) AD(       ) 2
 SP0371
 SP0371.Superseded values are not recommended for survey control.
 SP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0371.See file dsdata.txt to determine how the superseded data were derived.
 SP0371
 SP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN7232529107(NAD 83)
 SP0371_MARKER: Z = SEE DESCRIPTION
 SP0371_SETTING: 0 = UNSPECIFIED SETTING
 SP0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0371
 SP0371  HISTORY     - Date     Condition        Report By
 SP0371  HISTORY     - 1912     MONUMENTED       CGS
 SP0371  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SP0371
 SP0371                          STATION DESCRIPTION
 SP0371
 SP0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 SP0371'ABOUT 20 MILES NORTH OF BEACH, IN A SMALL SADDLE ON THE CREST
 SP0371'OF THE DIVIDE ABOUT 300 METERS WEST OF THE HOUSE OF L.C.
 SP0371'CALLENDER, WHO LIVES ON THE WIBAUX-TRATTER WAGON ROAD, AND
 SP0371'3.25 METERS SOUTH OF THE NORTH DAKOTA-MONTANA BOUNDARY
 SP0371'MONUMENT ECCENTRIC.
 SP0371'
 SP0371'THE STATION IS AN OLD OAK POST.
 SP0371
 SP0371                          STATION RECOVERY (1935)
 SP0371
 SP0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 SP0371'OLD OAK POST IS NO LONGER IN EVIDENCE.  UNDERGROUND PORTION
 SP0371'WAS DUG FOR, BUT WAS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0370 ***********************************************************************
 SP0370  DESIGNATION -  BOUNDARY MON MT ND ECC
 SP0370  PID         -  SP0370
 SP0370  STATE/COUNTY-  MT/WIBAUX
 SP0370  USGS QUAD   -  ODLAND DAM NE (1974)
 SP0370
 SP0370                         *CURRENT SURVEY CONTROL
 SP0370  ___________________________________________________________________
 SP0370* NAD 83(1996)-  47 12 41.40243(N)    104 02 41.64177(W)     ADJUSTED  
 SP0370* NAVD 88     -       818.4    (meters)    2685.     (feet)  VERTCON   
 SP0370  ___________________________________________________________________
 SP0370  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 SP0370  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SP0370
 SP0370  HORZ ORDER  -  SECOND
 SP0370
 SP0370.The horizontal coordinates were established by classical geodetic methods
 SP0370.and adjusted by the National Geodetic Survey in January 1998..
 SP0370
 SP0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0370
 SP0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0370
 SP0370.The geoid height was determined by GEOID03.
 SP0370
 SP0370;                    North         East     Units Scale Factor Converg.
 SP0370;SPC MT       -   343,452.582 1,012,670.646   MT  0.99939864   +3 59 25.5
 SP0370;SPC MT       - 1,126,812.93  3,322,410.26   iFT  0.99939864   +3 59 25.5
 SP0370;SPC ND N     -    29,696.138   331,536.004   MT  1.00005098   -2 38 16.4
 SP0370;SPC ND N     -    97,428.27  1,087,716.55   iFT  1.00005098   -2 38 16.4
 SP0370;SPC ND S     -   177,779.820   331,557.385   MT  0.99995746   -2 35 08.1
 SP0370;SPC ND S     -   583,267.13  1,087,786.70   iFT  0.99995746   -2 35 08.1
 SP0370;UTM  13      - 5,229,110.253   572,324.701   MT  0.99966429   +0 42 03.4
 SP0370
 SP0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0370!SPC MT       -   0.99987429  x   0.99939864  =   0.99927301
 SP0370!SPC ND N     -   0.99987429  x   1.00005098  =   0.99992526
 SP0370!SPC ND S     -   0.99987429  x   0.99995746  =   0.99983176
 SP0370!UTM  13      -   0.99987429  x   0.99966429  =   0.99953862
 SP0370
 SP0370|---------------------------------------------------------------------|
 SP0370| PID    Reference Object                     Distance      Geod. Az  |
 SP0370|                                                           dddmmss.s |
 SP0370| SP0371 BOUNDARY MON MT ND                    3.280 METERS 17940     |
 SP0370| SP0373 T143N R105W SEC 7 SW COR             33.480 METERS 18008     |
 SP0370| SP0372 T17N R60E SEC 22 SE COR             261.310 METERS 18009     |
 SP0370| SP0368 BLUE                                APPROX.10.5 KM 2980428.2 |
 SP0370|---------------------------------------------------------------------|
 SP0370
 SP0370                          SUPERSEDED SURVEY CONTROL
 SP0370
 SP0370  NAD 83(1992)-  47 12 41.40241(N)    104 02 41.64179(W) AD(       ) 2
 SP0370  NAD 83(1986)-  47 12 41.40344(N)    104 02 41.64238(W) AD(       ) 2
 SP0370  NAD 27      -  47 12 41.34900(N)    104 02 39.89400(W) AD(       ) 2
 SP0370  NGVD 29 (07/19/86)  817.8    (m)         2683.     (f) VERT ANG       
 SP0370
 SP0370.Superseded values are not recommended for survey control.
 SP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0370.See file dsdata.txt to determine how the superseded data were derived.
 SP0370
 SP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN7232529110(NAD 83)
 SP0370_MARKER: DS = TRIANGULATION STATION DISK
 SP0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0370+STABILITY: SURFACE MOTION
 SP0370
 SP0370  HISTORY     - Date     Condition        Report By
 SP0370  HISTORY     - 1912     MONUMENTED       CGS
 SP0370  HISTORY     - 1935     GOOD             CGS
 SP0370  HISTORY     - 1967     GOOD             DMA
 SP0370
 SP0370                          STATION DESCRIPTION
 SP0370
 SP0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 SP0370'ABOUT 20 MILES NORTH OF BEACH, IN A SMALL SADDLE ON THE
 SP0370'CREST OF THE DIVIDE ABOUT 300 METERS WEST OF THE HOUSE OF L.C.
 SP0370'CALLENDER, WHO LIVES ON THE WIBAUX-TRETTER WAGON ROAD, AND 3.28
 SP0370'METERS NORTH OF THE NORTH DAKOTA-MONTANA BOUNDARY MONUMENT,
 SP0370'WHICH IS AN OLD OAK POST.  THE STATION IS MARKED BY A
 SP0370'STANDARD DISK STATION MARK, SET IN THE TOP OF A CONCRETE
 SP0370'CYLINDER 7 INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A
 SP0370'GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE
 SP0370'CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 SP0370'MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND 2
 SP0370'INCHES LONG SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON
 SP0370'TOP AND 4 INCHES THICK.  THE BOLT PROJECTS ONE-FOURTH OR
 SP0370'ONE-HALF INCH ABOVE THE CONCRETE AND IS ABOUT 33 INCHES
 SP0370'BELOW THE SURFACE OF THE GROUND.  THE SOUTHWEST CORNER OF
 SP0370'SECTION 7, T, 143 N., R. 105 W., IS 33.48 METERS FROM THE
 SP0370'STATION S 00 DEG 03 MIN W, AND THE SOUTHEAST CORNER
 SP0370'OF SECTION 22, T. 17 N., R.  60 E., IS 261.31 METERS DISTANT
 SP0370'S 00 DEG 09 MIN W.  THE OLD OAK BOUNDARY POST IS
 SP0370'S 00 DEG 20 MIN E, AND THE CHIMNEY OF MR. CALLENDERS
 SP0370'HOUSE IS S 66 DEG 39 MIN W.  LATITUDE OBSERVATIONS
 SP0370'WERE MADE AT THE ECCENTRIC STATION IN 1913.
 SP0370
 SP0370                          STATION RECOVERY (1935)
 SP0370
 SP0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 SP0370'STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.  MARK
 SP0370'IS SURMOUNTED BY CAIRN.  THE WAGON ROAD REFERRED TO IS NOW A
 SP0370'GRADED HIGHWAY.
 SP0370
 SP0370                          STATION RECOVERY (1967)
 SP0370
 SP0370'RECOVERY NOTE BY DEFENSE MAP AGENCY 1967
 SP0370'STATION WAS RECOVERED IN GOOD CONDITION.
 SP0370'
 SP0370'A NEW ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM INTERSECTION
 SP0370'OF STATE HIGHWAYS 7 AND 261 IN WIBAUX, MONTANA, GO WEST ON HWY 261
 SP0370'FOR 0.2 MILE.  TURN RIGHT (N) ON HWY 261 FOR 8.5 MILES TO A SIDE
 SP0370'ROAD.  TURN RIGHT (E) FOR APPROX. 0.3 MILE TO FORK AND MAIL BOX.
 SP0370'TAKE LEFT FORK AND CONTINUE NORTHEASTERLY FOR 12.7 MILES TO
 SP0370'FARM HOUSE RIGHT AND A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH
 SP0370'GATE, DRIVE NORTHWESTERLY APPROXIMATELY 0.3 MILE THROUGH
 SP0370'PASTURE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0446 ***********************************************************************
 PV0446  DESIGNATION -  BOUNDARY MON NE CORNER WY ECC
 PV0446  PID         -  PV0446
 PV0446  STATE/COUNTY-  MT/CARTER
 PV0446  USGS QUAD   -  GRAVEL DRAW (1984)
 PV0446
 PV0446                         *CURRENT SURVEY CONTROL
 PV0446  ___________________________________________________________________
 PV0446* NAD 83(1996)-  44 59 58.54701(N)    104 03 20.62208(W)     ADJUSTED  
 PV0446* NAVD 88     -      1052.7    (meters)    3454.     (feet)  VERTCON   
 PV0446  ___________________________________________________________________
 PV0446  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 PV0446  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 PV0446
 PV0446  HORZ ORDER  -  SECOND
 PV0446
 PV0446.The horizontal coordinates were established by classical geodetic methods
 PV0446.and adjusted by the National Geodetic Survey in January 1998..
 PV0446
 PV0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0446
 PV0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0446
 PV0446.The geoid height was determined by GEOID03.
 PV0446
 PV0446;                    North         East     Units Scale Factor Converg.
 PV0446;SPC MT       -    98,232.229 1,028,921.134   MT  1.00000024   +3 58 57.0
 PV0446;SPC MT       -   322,284.22  3,375,725.51   iFT  1.00000024   +3 58 57.0
 PV0446;SPC SD N     -   137,605.872   280,369.492   MT  0.99993952   -2 52 13.4
 PV0446;SPC SD N     -   451,461.93    919,845.58   sFT  0.99993952   -2 52 13.4
 PV0446;SPC WY E     -   500,420.010   287,589.119   MT  1.00003180   +0 47 08.1
 PV0446;UTM  13      - 4,983,339.232   574,423.578   MT  0.99966811   +0 40 03.8
 PV0446
 PV0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0446!SPC MT       -   0.99983739  x   1.00000024  =   0.99983763
 PV0446!SPC SD N     -   0.99983739  x   0.99993952  =   0.99977692
 PV0446!SPC WY E     -   0.99983739  x   1.00003180  =   0.99986919
 PV0446!UTM  13      -   0.99983739  x   0.99966811  =   0.99950555
 PV0446
 PV0446:                Primary Azimuth Mark                     Grid Az
 PV0446:SPC MT       -  SUNDANCE                                 204 35 48.3
 PV0446:SPC SD N     -  SUNDANCE                                 211 26 58.7
 PV0446:SPC WY E     -  SUNDANCE                                 207 47 37.2
 PV0446:UTM  13      -  SUNDANCE                                 207 54 41.5
 PV0446
 PV0446|---------------------------------------------------------------------|
 PV0446| PID    Reference Object                     Distance      Geod. Az  |
 PV0446|                                                           dddmmss.s |
 PV0446| PV0498 SUNDANCE                            APPROX.65.8 KM 2083445.3 |
 PV0446| AA2139 NE CORNER WYOMING                   269.410 METERS 21518     |
 PV0446|---------------------------------------------------------------------|
 PV0446
 PV0446                          SUPERSEDED SURVEY CONTROL
 PV0446
 PV0446  NAD 83(1993)-  44 59 58.54700(N)    104 03 20.62207(W) AD(       ) 2
 PV0446  NAD 83(1992)-  44 59 58.53772(N)    104 03 20.61590(W) AD(       ) 2
 PV0446  NAD 83(1986)-  44 59 58.53770(N)    104 03 20.61591(W) AD(       ) 2
 PV0446  NAD 27      -  44 59 58.57100(N)    104 03 18.84000(W) AD(       ) 2
 PV0446  NGVD 29 (07/19/86) 1052.2    (m)         3452.     (f) VERT ANG       
 PV0446
 PV0446.Superseded values are not recommended for survey control.
 PV0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0446.See file dsdata.txt to determine how the superseded data were derived.
 PV0446
 PV0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7442483339(NAD 83)
 PV0446_MARKER: DS = TRIANGULATION STATION DISK
 PV0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0446+STABILITY: SURFACE MOTION
 PV0446
 PV0446  HISTORY     - Date     Condition        Report By
 PV0446  HISTORY     - 1912     MONUMENTED       CGS
 PV0446
 PV0446                          STATION DESCRIPTION
 PV0446
 PV0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 PV0446'ABOUT 2 YARDS EAST OF CENTER OF HAS KNIFE WAGON ROAD, AND
 PV0446'SHORT DISTANCE NORTH OF MONTANA-SOUTH DAKOTA STATE LINE, ON FIRST
 PV0446'KNOLL (COVERED WITH RED ROCK) SEEN ON APPROACHING ALONG ROAD
 PV0446'FROM SOUTH.  SURFACE MARK IS STANDARD STATION DISK IN
 PV0446'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT
 PV0446'3 INCHES ABOVE GROUND.  UNDERGROUND MARK IS BRASS BOLT IN
 PV0446'CONCRETE BLOCK.  NORTHEAST CORNER WYOMING, BOUNDARY MONUMENT
 PV0446'(DESCRIBED ABOVE) IS 269.41 METERS (883.9 FEET) FROM STATION
 PV0446'S 35 DEG 18 MIN W.  ELEVATION--1,053 METERS
 PV0446'(3,455 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0778 ***********************************************************************
 TL0778  DESIGNATION -  BOUNDARY MONUMENT 333 CD US RESET
 TL0778  PID         -  TL0778
 TL0778  STATE/COUNTY-  MT/TOOLE
 TL0778  USGS QUAD   -  SUNBURST (1986)
 TL0778
 TL0778                         *CURRENT SURVEY CONTROL
 TL0778  ___________________________________________________________________
 TL0778* NAD 83(1992)-  48 59 54.33024(N)    111 58 10.06576(W)     ADJUSTED  
 TL0778* NAVD 88     -      1084.     (meters)    3556.     (feet)  SCALED    
 TL0778  ___________________________________________________________________
 TL0778  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 TL0778  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0778
 TL0778  HORZ ORDER  -  THIRD
 TL0778
 TL0778.The horizontal coordinates were established by classical geodetic methods
 TL0778.and adjusted by the National Geodetic Survey in July 1992..
 TL0778
 TL0778.The orthometric height was scaled from a topographic map.
 TL0778
 TL0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0778
 TL0778.The geoid height was determined by GEOID03.
 TL0778
 TL0778;                    North         East     Units Scale Factor Converg.
 TL0778;SPC MT       -   530,540.736   419,329.398   MT  0.99999903   -1 48 23.1
 TL0778;SPC MT       - 1,740,619.21  1,375,752.62   iFT  0.99999903   -1 48 23.1
 TL0778;UTM  12      - 5,427,733.475   429,089.281   MT  0.99966177   -0 43 54.0
 TL0778
 TL0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0778!SPC MT       -   0.99983252  x   0.99999903  =   0.99983155
 TL0778!UTM  12      -   0.99983252  x   0.99966177  =   0.99949435
 TL0778
 TL0778:                Primary Azimuth Mark                     Grid Az
 TL0778:SPC MT       -  BOUNDARY MON 332 CD US                   272 11 32.5
 TL0778:UTM  12      -  BOUNDARY MON 332 CD US                   271 07 03.4
 TL0778
 TL0778|---------------------------------------------------------------------|
 TL0778| PID    Reference Object                     Distance      Geod. Az  |
 TL0778|                                                           dddmmss.s |
 TL0778| TL0777 BOUNDARY MON 332 CD US              APPROX. 1.9 KM 2702309.4 |
 TL0778|---------------------------------------------------------------------|
 TL0778
 TL0778                          SUPERSEDED SURVEY CONTROL
 TL0778
 TL0778  NAD 83(1986)-  48 59 54.33262(N)    111 58 10.06773(W) AD(       ) 3
 TL0778
 TL0778.Superseded values are not recommended for survey control.
 TL0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0778.See file dsdata.txt to determine how the superseded data were derived.
 TL0778
 TL0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV2908927733(NAD 83)
 TL0778_MARKER: Z = SEE DESCRIPTION
 TL0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0778+STABILITY: SURFACE MOTION
 TL0778
 TL0778  HISTORY     - Date     Condition        Report By
 TL0778  HISTORY     - 1966     MONUMENTED       IBC
 TL0778  HISTORY     - 1975     GOOD             IBC
 TL0778
 TL0778                          STATION DESCRIPTION
 TL0778
 TL0778'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TL0778'THE MONUMENT WAS FOUND TO HAVE BEEN REVOVED WITHOUT AUTHORIZATION.
 TL0778'IT WAS RESET IN ITS ORIGINAL POSITION.
 TL0778'
 TL0778'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TL0778'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TL0778'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TL0778'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TL0778'
 TL0778'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TL0778'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TL0778'---OCTOBER 20, 1818---.
 TL0778'
 TL0778'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TL0778'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TL0778'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TL0778'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TL0778'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TL0778'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TL0778'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TL0778'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TL0778'
 TL0778'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TL0778'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TL0778'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TL0778'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TL0778'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TL0778'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TL0778'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TL0778'AND---CANADA---ON THE WEST SIDE.
 TL0778'
 TL0778'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TL0778'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TL0778'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TL0778'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TL0778'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TL0778
 TL0778                          STATION RECOVERY (1975)
 TL0778
 TL0778'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TL0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0548 ***********************************************************************
 QW0548  DESIGNATION -  BOUNDARY MP 122 MT WY
 QW0548  PID         -  QW0548
 QW0548  STATE/COUNTY-  MT/CARBON
 QW0548  USGS QUAD   -  BEAR CANYON (1985)
 QW0548
 QW0548                         *CURRENT SURVEY CONTROL
 QW0548  ___________________________________________________________________
 QW0548* NAD 83(1993)-  45 00 01.54280(N)    108 35 44.48758(W)     ADJUSTED  
 QW0548* NAVD 88     -      1328.0    (meters)    4357.     (feet)  VERTCON   
 QW0548  ___________________________________________________________________
 QW0548  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 QW0548  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 QW0548
 QW0548  HORZ ORDER  -  SECOND
 QW0548
 QW0548.The horizontal coordinates were established by classical geodetic methods
 QW0548.and adjusted by the National Geodetic Survey in January 1997..
 QW0548
 QW0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0548
 QW0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0548
 QW0548.The geoid height was determined by GEOID03.
 QW0548
 QW0548;                    North         East     Units Scale Factor Converg.
 QW0548;SPC MT       -    83,823.606   671,299.769   MT  0.99999974   +0 39 41.4
 QW0548;SPC MT       -   275,011.83  2,202,427.06   iFT  0.99999974   +0 39 41.4
 QW0548;SPC WYEC     -   600,687.342   300,474.044   MT  1.00005926   -0 53 33.7
 QW0548;SPC WYWC     -   499,923.591   612,165.926   MT  0.99993932   +0 06 32.8
 QW0548;UTM  12      - 4,985,810.244   689,494.992   MT  1.00004156   +1 42 02.2
 QW0548
 QW0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0548!SPC MT       -   0.99979380  x   0.99999974  =   0.99979354
 QW0548!SPC WYEC     -   0.99979380  x   1.00005926  =   0.99985305
 QW0548!SPC WYWC     -   0.99979380  x   0.99993932  =   0.99973313
 QW0548!UTM  12      -   0.99979380  x   1.00004156  =   0.99983535
 QW0548
 QW0548|---------------------------------------------------------------------|
 QW0548| PID    Reference Object                     Distance      Geod. Az  |
 QW0548|                                                           dddmmss.s |
 QW0548| QW0547 GLO 15 A RM                          35.784 METERS 13335     |
 QW0548| QW0546 T9S R25 26E SECS 31 36 CC            64.107 METERS 26937     |
 QW0548|---------------------------------------------------------------------|
 QW0548
 QW0548                          SUPERSEDED SURVEY CONTROL
 QW0548
 QW0548  NAD 83(1992)-  45 00 01.53576(N)    108 35 44.47210(W) AD(       ) 2
 QW0548  NAD 83(1986)-  45 00 01.53576(N)    108 35 44.47210(W) AD(       ) 2
 QW0548  NAD 27      -  45 00 01.70000(N)    108 35 42.02000(W) AD(       ) 2
 QW0548  NGVD 29 (07/19/86) 1327.1    (m)         4354.     (f) VERT ANG       
 QW0548
 QW0548.Superseded values are not recommended for survey control.
 QW0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0548.See file dsdata.txt to determine how the superseded data were derived.
 QW0548
 QW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8949585810(NAD 83)
 QW0548_MARKER: DD = SURVEY DISK
 QW0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QW0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0548+STABILITY: SURFACE MOTION
 QW0548
 QW0548  HISTORY     - Date     Condition        Report By
 QW0548  HISTORY     - 1931     MONUMENTED       USGLO
 QW0548
 QW0548                          STATION DESCRIPTION
 QW0548
 QW0548'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 QW0548'MILEPOST 122 OF MONTANA-WYOMING STATE HIGHWAY BOUNDARY, ABOUT
 QW0548'70 YARDS EAST OF G.L.O. STATION 15 B. THE CLOSING CORNER OF
 QW0548'SECTIONS 31 AND 36, TPS. 9 S., RS. 26 AND 25 E., PRINCIPAL
 QW0548'MERIDIAN.
 QW0548'
 QW0548'TO REACH FROM FRANNIE, WYO., FOLLOW HIGHWAY NORTH 2 MILES TO
 QW0548'STATE BOUNDARY SIGN.  CONTINUE NORTH 0.4 MILE.  IMMEDIATELY
 QW0548'AFTER CROSSING BRIDGE OVER CANAL TURN SOUTHEAST AND DRIVE
 QW0548'CROSS-COUNTRY ABOUT 1.1 MILES TO TOP OF FIRST LOW RIDGE, WHICH
 QW0548'BEARS NORTH-AND-SOUTH.  RANGE IS ON STATE LINE, WITH SHORT
 QW0548'EAST-AND-WEST ROAD IN VALLEY TO WEST, THENCE DUE EAST 0.25 MILE
 QW0548'TO STATION, WHICH IS ON EAST SIDE OF SMALL WASH DRAINING
 QW0548'SOUTHWEST.  MARKED BY STANDARD GENERAL LAND OFFICE DISK IN
 QW0548'CONCRETE.  REFERENCE MARK IDENTICAL WITH G.L.O.
 QW0548'STATION 15 A ECCENTRIC AND IS
 QW0548'STANDARD REFERENCE DISK IN CONCRETE, 35.784
 QW0548'METERS (117.40 FEET) FROM STATION S 46 DEG 25 MIN E.
 QW0548'G.L.O.  STATION 15 B.
 QW0548'STANDARD DISK IN CONCRETE, IS 64.1 METERS (210
 QW0548'FEET) FROM STATION S 89 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0852 ***********************************************************************
 RY0852  DESIGNATION -  BOUNDARY MP 256.245 M ID MT
 RY0852  PID         -  RY0852
 RY0852  STATE/COUNTY-  MT/MISSOULA
 RY0852  USGS QUAD   -  WEST FORK BUTTE (1964)
 RY0852
 RY0852                         *CURRENT SURVEY CONTROL
 RY0852  ___________________________________________________________________
 RY0852* NAD 83(1992)-  46 39 47.06980(N)    114 23 55.74488(W)     ADJUSTED  
 RY0852* NAVD 88     -      2101.     (meters)    6893.     (feet)  SCALED    
 RY0852  ___________________________________________________________________
 RY0852  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 RY0852  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 RY0852
 RY0852  HORZ ORDER  -  SECOND
 RY0852
 RY0852.The horizontal coordinates were established by classical geodetic methods
 RY0852.and adjusted by the National Geodetic Survey in July 1992..
 RY0852
 RY0852.The orthometric height was scaled from a topographic map.
 RY0852
 RY0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0852
 RY0852.The geoid height was determined by GEOID03.
 RY0852
 RY0852;                    North         East     Units Scale Factor Converg.
 RY0852;SPC MT       -   279,858.561   225,544.845   MT  0.99941114   -3 35 00.6
 RY0852;SPC MT       -   918,171.13    739,976.53   iFT  0.99941114   -3 35 00.6
 RY0852;UTM  11      - 5,171,010.442   698,992.177   MT  1.00008674   +1 53 33.1
 RY0852
 RY0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0852!SPC MT       -   0.99967297  x   0.99941114  =   0.99908430
 RY0852!UTM  11      -   0.99967297  x   1.00008674  =   0.99975968
 RY0852
 RY0852                          SUPERSEDED SURVEY CONTROL
 RY0852
 RY0852  NAD 83(1986)-  46 39 47.08672(N)    114 23 55.74671(W) AD(       ) 2
 RY0852  NAD 27      -  46 39 47.36500(N)    114 23 52.33700(W) AD(       ) 2
 RY0852
 RY0852.Superseded values are not recommended for survey control.
 RY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0852.See file dsdata.txt to determine how the superseded data were derived.
 RY0852
 RY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM9899271010(NAD 83)
 RY0852
 RY0852  HISTORY     - Date     Condition        Report By
 RY0852  HISTORY     - 1934     MONUMENTED       CGS
 RY0852
 RY0852                          STATION DESCRIPTION
 RY0852
 RY0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RY0852'SEE STATION SKOOKUM BUTTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0685 ***********************************************************************
 PZ0685  DESIGNATION -  BOUNDARY POST 599.981 ID MT
 PZ0685  PID         -  PZ0685
 PZ0685  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0685  USGS QUAD   -  EDIE CREEK (1987)
 PZ0685
 PZ0685                         *CURRENT SURVEY CONTROL
 PZ0685  ___________________________________________________________________
 PZ0685* NAD 83(1992)-  44 29 17.32797(N)    112 35 50.86581(W)     ADJUSTED  
 PZ0685* NAVD 88     -      3084.     (meters)   10118.     (feet)  SCALED    
 PZ0685  ___________________________________________________________________
 PZ0685  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 PZ0685  GEOID HEIGHT-         -10.08  (meters)                     GEOID03
 PZ0685
 PZ0685  HORZ ORDER  -  SECOND
 PZ0685
 PZ0685.The horizontal coordinates were established by classical geodetic methods
 PZ0685.and adjusted by the National Geodetic Survey in July 1992..
 PZ0685
 PZ0685.The orthometric height was scaled from a topographic map.
 PZ0685
 PZ0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0685
 PZ0685.The geoid height was determined by GEOID03.
 PZ0685
 PZ0685;                    North         East     Units Scale Factor Converg.
 PZ0685;SPC MT       -    31,347.193   353,589.342   MT  1.00034554   -2 15 56.9
 PZ0685;SPC MT       -   102,845.12  1,160,070.02   iFT  1.00034554   -2 15 56.9
 PZ0685;SPC ID E     -   313,524.012   165,733.835   MT  0.99996180   -0 18 06.8
 PZ0685;UTM  12      - 4,927,333.565   372,979.260   MT  0.99979842   -1 07 10.5
 PZ0685
 PZ0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0685!SPC MT       -   0.99951833  x   1.00034554  =   0.99986370
 PZ0685!SPC ID E     -   0.99951833  x   0.99996180  =   0.99948015
 PZ0685!UTM  12      -   0.99951833  x   0.99979842  =   0.99931685
 PZ0685
 PZ0685                          SUPERSEDED SURVEY CONTROL
 PZ0685
 PZ0685  NAD 83(1986)-  44 29 17.32501(N)    112 35 50.85223(W) AD(       ) 2
 PZ0685  NAD 27      -  44 29 17.65000(N)    112 35 47.84000(W) AD(       ) 2
 PZ0685
 PZ0685.Superseded values are not recommended for survey control.
 PZ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0685.See file dsdata.txt to determine how the superseded data were derived.
 PZ0685
 PZ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ7297927334(NAD 83)
 PZ0685_MARKER: DD = SURVEY DISK
 PZ0685_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PZ0685_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PZ0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0685
 PZ0685  HISTORY     - Date     Condition        Report By
 PZ0685  HISTORY     - 1922     MONUMENTED       USGLO
 PZ0685
 PZ0685                          STATION DESCRIPTION
 PZ0685
 PZ0685'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 PZ0685'THIS IS POST 599.981 OF THE MONTANA-IDAHO BOUNDARY AND IS LOCATED
 PZ0685'2 METERS SE OF STATION DIVIDE.  SEE DESCRIPTION OF DIVIDE.
 PZ0685'
 PZ0685'STATION IS A STANDARD BRONZE DISK SET IN AN IRREGULAR MASS
 PZ0685'OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0682 ***********************************************************************
 PZ0682  DESIGNATION -  BOUNDARY POST 603.061 ID MT
 PZ0682  PID         -  PZ0682
 PZ0682  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0682  USGS QUAD   -  EDIE CREEK (1987)
 PZ0682
 PZ0682                         *CURRENT SURVEY CONTROL
 PZ0682  ___________________________________________________________________
 PZ0682* NAD 83(1992)-  44 28 57.82799(N)    112 32 25.83823(W)     ADJUSTED  
 PZ0682* NAVD 88     -      3013.0    (meters)    9885.     (feet)  VERTCON   
 PZ0682  ___________________________________________________________________
 PZ0682  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 PZ0682  GEOID HEIGHT-         -10.06  (meters)                     GEOID03
 PZ0682
 PZ0682  HORZ ORDER  -  SECOND
 PZ0682
 PZ0682.The horizontal coordinates were established by classical geodetic methods
 PZ0682.and adjusted by the National Geodetic Survey in July 1992..
 PZ0682
 PZ0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0682
 PZ0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0682
 PZ0682.The geoid height was determined by GEOID03.
 PZ0682
 PZ0682;                    North         East     Units Scale Factor Converg.
 PZ0682;SPC MT       -    30,568.005   358,094.355   MT  1.00034961   -2 13 26.9
 PZ0682;SPC MT       -   100,288.73  1,174,850.25   iFT  1.00034961   -2 13 26.9
 PZ0682;SPC ID E     -   312,899.844   170,261.140   MT  0.99995824   -0 15 43.0
 PZ0682;UTM  12      - 4,926,644.970   377,496.436   MT  0.99978455   -1 04 46.4
 PZ0682
 PZ0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0682!SPC MT       -   0.99952938  x   1.00034961  =   0.99987882
 PZ0682!SPC ID E     -   0.99952938  x   0.99995824  =   0.99948764
 PZ0682!UTM  12      -   0.99952938  x   0.99978455  =   0.99931403
 PZ0682
 PZ0682:                Primary Azimuth Mark                     Grid Az
 PZ0682:SPC MT       -  GARFIELD                                 305 25 42.1
 PZ0682:SPC ID E     -  GARFIELD                                 303 27 58.2
 PZ0682:UTM  12      -  GARFIELD                                 304 17 01.6
 PZ0682
 PZ0682|---------------------------------------------------------------------|
 PZ0682| PID    Reference Object                     Distance      Geod. Az  |
 PZ0682|                                                           dddmmss.s |
 PZ0682| PZ0710 GARFIELD                            APPROX. 7.6 KM 3031215.2 |
 PZ0682| PZ0683 GLO POST 12 RM                       13.490 METERS 33854     |
 PZ0682|---------------------------------------------------------------------|
 PZ0682
 PZ0682                          SUPERSEDED SURVEY CONTROL
 PZ0682
 PZ0682  NAD 83(1986)-  44 28 57.82518(N)    112 32 25.82521(W) AD(       ) 2
 PZ0682  NAD 27      -  44 28 58.14600(N)    112 32 22.82600(W) AD(       ) 2
 PZ0682  NGVD 29 (07/19/86) 3011.5    (m)         9880.     (f) VERT ANG       
 PZ0682
 PZ0682.Superseded values are not recommended for survey control.
 PZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0682.See file dsdata.txt to determine how the superseded data were derived.
 PZ0682
 PZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ7749626645(NAD 83)
 PZ0682_MARKER: DD = SURVEY DISK
 PZ0682_SETTING: 0 = UNSPECIFIED SETTING
 PZ0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0682
 PZ0682  HISTORY     - Date     Condition        Report By
 PZ0682  HISTORY     - 1922     MONUMENTED       USGLO
 PZ0682
 PZ0682                          STATION DESCRIPTION
 PZ0682
 PZ0682'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 PZ0682'STATION NO. 603.061, OF THE MONTANA-IDAHO BOUNDARY, IS LOCATED
 PZ0682'ON WHAT IS LOCALLY KNOWN AS RED PEAK, ABOUT 5 MILES SE OF
 PZ0682'GARFIELD.  IT IS ABOUT 10 METERS E OF THE HIGHEST POINT OF
 PZ0682'THE PEAK.
 PZ0682'
 PZ0682'STATION IS MARKED BY A STANDARD G.L.O. DISK SET IN A MASS
 PZ0682'OF CONCRETE, OVER THE DISK THE OLD 3-INCH IRON POST FOUND
 PZ0682'THERE WAS REPLACED AND SURROUNDED BY A CAIRN OF ROCKS.  IN
 PZ0682'ADDITION TO THE REGULATION LETTERING, THE STATION MARK WAS
 PZ0682'STAMPED.
 PZ0682'
 PZ0682'THE TOP OF THE OLD 3-INCH POST WAS SIMPLY FOUND STAMPED.
 PZ0682'
 PZ0682'REFERENCE MARK IS A STANDARD G.L.O. DISK SET IN CONCRETE
 PZ0682'IN A DRILL HOLE IN A LARGE ROCK W OF THE STATION.
 PZ0682'
 PZ0682'STATION IS REACHED FROM MONIDA, BY-WAY-OF SAW MILL CREEK,
 PZ0682'SWINGING OFF UP A LARGE CANYON TO THE E AND 2 MILES BELOW
 PZ0682'THE OLD SAWMILL AND FOLLOWING THE RIDGE ON THE SOUTHERN SIDE
 PZ0682'OF THIS CANYON TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0630 ***********************************************************************
 PZ0630  DESIGNATION -  BOUNDARY POST 621.3 ID MT
 PZ0630  PID         -  PZ0630
 PZ0630  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0630  USGS QUAD   -  MONIDA (1968)
 PZ0630
 PZ0630                         *CURRENT SURVEY CONTROL
 PZ0630  ___________________________________________________________________
 PZ0630* NAD 83(1992)-  44 32 14.32671(N)    112 20 28.24777(W)     ADJUSTED  
 PZ0630* NAVD 88     -      2277.     (meters)    7470.     (feet)  SCALED    
 PZ0630  ___________________________________________________________________
 PZ0630  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 PZ0630  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 PZ0630
 PZ0630  HORZ ORDER  -  SECOND
 PZ0630
 PZ0630.The horizontal coordinates were established by classical geodetic methods
 PZ0630.and adjusted by the National Geodetic Survey in July 1992..
 PZ0630
 PZ0630.The orthometric height was scaled from a topographic map.
 PZ0630
 PZ0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0630
 PZ0630.The geoid height was determined by GEOID03.
 PZ0630
 PZ0630;                    North         East     Units Scale Factor Converg.
 PZ0630;SPC MT       -    36,035.940   374,166.114   MT  1.00030903   -2 04 42.0
 PZ0630;SPC MT       -   118,228.15  1,227,579.11   iFT  1.00030903   -2 04 42.0
 PZ0630;SPC ID E     -   318,911.738   186,130.620   MT  0.99994973   -0 07 20.6
 PZ0630;UTM  12      - 4,932,428.588   393,447.063   MT  0.99973962   -0 56 26.7
 PZ0630
 PZ0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0630!SPC MT       -   0.99964461  x   1.00030903  =   0.99995354
 PZ0630!SPC ID E     -   0.99964461  x   0.99994973  =   0.99959436
 PZ0630!UTM  12      -   0.99964461  x   0.99973962  =   0.99938433
 PZ0630
 PZ0630                          SUPERSEDED SURVEY CONTROL
 PZ0630
 PZ0630  NAD 83(1986)-  44 32 14.32376(N)    112 20 28.23667(W) AD(       ) 2
 PZ0630  NAD 27      -  44 32 14.64000(N)    112 20 25.23000(W) AD(       ) 2
 PZ0630
 PZ0630.Superseded values are not recommended for survey control.
 PZ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0630.See file dsdata.txt to determine how the superseded data were derived.
 PZ0630
 PZ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ9344732429(NAD 83)
 PZ0630_MARKER: P = PIPE CAP
 PZ0630_SETTING: 0 = UNSPECIFIED SETTING
 PZ0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0630
 PZ0630  HISTORY     - Date     Condition        Report By
 PZ0630  HISTORY     - 1922     MONUMENTED       USGLO
 PZ0630  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PZ0630
 PZ0630                          STATION DESCRIPTION
 PZ0630
 PZ0630'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 PZ0630'STATION IS BOUNDARY POST NO. 621.3 OF THE MONTANA-IDAHO BOUNDARY
 PZ0630'SURVEY ON THE MOST PROMINENT KNOLL OF THE CONTINENTAL DIVIDE,
 PZ0630'ABOUT 3 MILES, AIR LINE, SW OF MONIDA, MONTANA, THE BEARING
 PZ0630'OF THE STATION FROM THE WATER TANK AT MONIDA, IS S 40 DEG W TRUE.
 PZ0630'
 PZ0630'STATION IS MARKED BY A STANDARD G.L.O. DISK SET IN CEMENT IN
 PZ0630'A DRILL HOLE IN A LARGE ROCK, AND OVER THIS WAS PLACED THE
 PZ0630'IRON PIPE WITH CAP FOUND THERE BEING SURROUNDED BY A SMALL
 PZ0630'CAIRN OF ROCKS.
 PZ0630'
 PZ0630'THE CAP ON THE IRON PIPE WAS SIMILARLY STAMPED.  STATION WAS
 PZ0630'LOCATED FROM KNOLL BY ANGLE AND DISTANCE.
 PZ0630'TRUCKS CAN BE DRIVEN TO THE STATION FROM THE N, BY DRIVING
 PZ0630'ACROSS THE PRAIRIE.
 PZ0630
 PZ0630                          STATION RECOVERY (1959)
 PZ0630
 PZ0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0630'GENERAL LAND OFFICE POST NO. 15 HAS BEEN DESTROYED.  BUT THE
 PZ0630'MARK CEMENTED IN THE BOULDER, NO. 621.3, WAS RECOVERED AND A
 PZ0630'DISTANCE AND DIRECTION WERE MEASURED FROM STATION KNOLL 1922.
 PZ0630'THERE IS NO STAMPING ON THE MARK.
 PZ0630'
 PZ0630'SEE THE DESCRIPTION FOR STATION KNOLL 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0546 ***********************************************************************
 RU0546  DESIGNATION -  BOUNDARY POST ROSEBUD GARFIELD
 RU0546  PID         -  RU0546
 RU0546  STATE/COUNTY-  MT/GARFIELD
 RU0546  USGS QUAD   -  RED BUTTES (1965)
 RU0546
 RU0546                         *CURRENT SURVEY CONTROL
 RU0546  ___________________________________________________________________
 RU0546* NAD 83(1992)-  46 50 45.51105(N)    106 17 53.46191(W)     ADJUSTED  
 RU0546* NAVD 88     -       939.     (meters)    3081.     (feet)  VERTCON   
 RU0546  ___________________________________________________________________
 RU0546  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 RU0546  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 RU0546
 RU0546  HORZ ORDER  -  SECOND
 RU0546
 RU0546.The horizontal coordinates were established by classical geodetic methods
 RU0546.and adjusted by the National Geodetic Survey in July 1992..
 RU0546
 RU0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0546
 RU0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0546
 RU0546.The geoid height was determined by GEOID03.
 RU0546
 RU0546;                    North         East     Units Scale Factor Converg.
 RU0546;SPC MT       -   293,452.801   844,000.981   MT  0.99939685   +2 20 31.7
 RU0546;SPC MT       -   962,771.66  2,769,032.09   iFT  0.99939685   +2 20 31.7
 RU0546;UTM  13      - 5,188,866.210   401,022.090   MT  0.99972041   -0 56 49.6
 RU0546
 RU0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0546!SPC MT       -   0.99985535  x   0.99939685  =   0.99925229
 RU0546!UTM  13      -   0.99985535  x   0.99972041  =   0.99957580
 RU0546
 RU0546                          SUPERSEDED SURVEY CONTROL
 RU0546
 RU0546  NAD 83(1986)-  46 50 45.50164(N)    106 17 53.42807(W) AD(       ) 2
 RU0546  NAD 27      -  46 50 45.49400(N)    106 17 51.32900(W) AD(       ) 2
 RU0546  NGVD 29 (07/19/86)  938.     (m)         3077.     (f) VERT ANG       
 RU0546
 RU0546.Superseded values are not recommended for survey control.
 RU0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0546.See file dsdata.txt to determine how the superseded data were derived.
 RU0546
 RU0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM0102288866(NAD 83)
 RU0546_MARKER: Z = SEE DESCRIPTION
 RU0546_SETTING: 0 = UNSPECIFIED SETTING
 RU0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0546
 RU0546  HISTORY     - Date     Condition        Report By
 RU0546  HISTORY     - 1934     MONUMENTED       CGS
 RU0546
 RU0546                          STATION DESCRIPTION
 RU0546
 RU0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0546'CONSISTS OF A WOODEN POST SET IN THE GROUND, 8 INCHES SQUARE
 RU0546'AND PROJECTS 1.29 METERS ABOVE GROUND.  IT IS 35 FEET NORTH OF
 RU0546'CENTER LINE OF STATE HIGHWAY 22 AND 154 FEET EAST OF CENTER LINE
 RU0546'OF RANCH ROAD, AT THE TOP OF A LOW DIVIDE.
 RU0546'
 RU0546'(GARFIELD)
 RU0546'
 RU0546'FAP-157-E
 RU0546'
 RU0546'40L-1930
 RU0546'
 RU0546'(ROSEBUD)
 RU0546'
 RU0546'FAP-157-D
 RU0546'
 RU0546'40L-1930
 RU0546'
 RU0546'REACHED FROM ROCK SPRINGS POST OFFICE BY GOING NORTHWEST ON
 RU0546'STATE HIGHWAY 22, 3.1 MILES TO TOP OF LOW DIVIDE AND COUNTY POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0867 ***********************************************************************
 TM0867  DESIGNATION -  BOUNDARY WEST BASE
 TM0867  PID         -  TM0867
 TM0867  STATE/COUNTY-  MT/GLACIER
 TM0867  USGS QUAD   -  BUSHNELL HILL (1968)
 TM0867
 TM0867                         *CURRENT SURVEY CONTROL
 TM0867  ___________________________________________________________________
 TM0867* NAD 83(1992)-  48 59 54.49572(N)    112 56 37.47467(W)     ADJUSTED  
 TM0867* NAVD 88     -      1417.4    (meters)    4650.     (feet)  VERTCON   
 TM0867  ___________________________________________________________________
 TM0867  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 TM0867  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 TM0867
 TM0867  HORZ ORDER  -  FIRST
 TM0867
 TM0867.The horizontal coordinates were established by classical geodetic methods
 TM0867.and adjusted by the National Geodetic Survey in July 1992..
 TM0867
 TM0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0867
 TM0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0867
 TM0867.The geoid height was determined by GEOID03.
 TM0867
 TM0867;                    North         East     Units Scale Factor Converg.
 TM0867;SPC MT       -   533,236.276   348,088.855   MT  0.99999906   -2 31 08.8
 TM0867;SPC MT       - 1,749,462.85  1,142,023.80   iFT  0.99999906   -2 31 08.8
 TM0867;UTM  12      - 5,429,106.119   357,829.146   MT  0.99984831   -1 28 01.8
 TM0867
 TM0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0867!SPC MT       -   0.99978026  x   0.99999906  =   0.99977932
 TM0867!UTM  12      -   0.99978026  x   0.99984831  =   0.99962860
 TM0867
 TM0867:                Primary Azimuth Mark                     Grid Az
 TM0867:SPC MT       -  BOUNDARY MON 304 CD US                   092 29 24.4
 TM0867:UTM  12      -  BOUNDARY MON 304 CD US                   091 26 17.4
 TM0867
 TM0867|---------------------------------------------------------------------|
 TM0867| PID    Reference Object                     Distance      Geod. Az  |
 TM0867|                                                           dddmmss.s |
 TM0867| TM0385 BOUNDARY MON 304 CD US              APPROX. 1.4 KM 0895815.6 |
 TM0867| CN4036 55                                   44.960 METERS 30555     |
 TM0867|---------------------------------------------------------------------|
 TM0867
 TM0867                          SUPERSEDED SURVEY CONTROL
 TM0867
 TM0867  NAD 83(1986)-  48 59 54.50055(N)    112 56 37.47100(W) AD(       ) 1
 TM0867  NAD 27      -  48 59 54.55400(N)    112 56 34.14100(W) AD(       ) 1
 TM0867  NGVD 29 (07/19/86) 1416.2    (m)         4646.     (f) VERT ANG       
 TM0867
 TM0867.Superseded values are not recommended for survey control.
 TM0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0867.See file dsdata.txt to determine how the superseded data were derived.
 TM0867
 TM0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV5782929106(NAD 83)
 TM0867_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0867+STABILITY: SURFACE MOTION
 TM0867
 TM0867  HISTORY     - Date     Condition        Report By
 TM0867  HISTORY     - 1923     MONUMENTED       CGS
 TM0867  HISTORY     - 1923     GOOD             CGS
 TM0867  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TM0867
 TM0867                          STATION DESCRIPTION
 TM0867
 TM0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TM0867'ON THE CREST OF THE RIDGE THAT CROSSES THE INTERNATIONAL
 TM0867'BOUNDARY BETWEEN MONUMENTS 303 AND 304.  THE STATION IS A
 TM0867'FEW FEET NORTH OF THE BOUNDARY LINE, IN THE CANADIAN ROAD
 TM0867'ALLOWANCE AND NEAR THE NORTHEAST CORNER OF SEC. 5, T. 37 N.,
 TM0867'R. 10 W., PRINCIPAL MERIDIAN UNITED STATES LAND OFFICE SURVEYS.
 TM0867'IT IS ABOUT THREE-FOURTHS MILE WEST OF MONUMENT 304.
 TM0867'
 TM0867'STATION MARK--THE SUBSURFACE MARK IS A STANDARD U.S.C. AND
 TM0867'G.S. BRONZE-DISK STATION MARK SET IN A CONCRETE BLOCK 12
 TM0867'BY 12 BY 9 INCHES, PLACED 27 INCHES UNDERGROUND.  THE SURFACE
 TM0867'MARK IS A LIKE BRONZE DISK SET IN THE TOP OF A CONCRETE
 TM0867'BLOCK 16 BY 16 INCHES SQUARE AT THE TOP, 24 BY 24 INCHES
 TM0867'SQUARE AT THE BOTTOM, AND 28 INCHES IN DEPTH, PROJECTING
 TM0867'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  MONUMENT
 TM0867'304 IS 1,448.2 METERS FROM THE STATION IN AZIMUTH 269 DEG
 TM0867'58 MIN 18 SEC.  LEVEL BENCH MARK NO. 55, AN IRON PIPE WITH
 TM0867'CAP INSCRIBED B.M., IS 44.96 METERS FROM THE STATION IN
 TM0867'AZIMUTH 125 DEG 54 MIN 47 SEC.
 TM0867
 TM0867                          STATION RECOVERY (1923)
 TM0867
 TM0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923
 TM0867'TIES WERE MADE TO IBC CONTROL.
 TM0867
 TM0867                          STATION RECOVERY (1963)
 TM0867
 TM0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0867'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION.  MONUMENT
 TM0867'304 AND BENCH MARK NO. 55 WERE SEARCHED FOR BUT NOT FOUND.
 TM0867'A NEW ROUTE TO THE STATION FOLLOWS.
 TM0867'
 TM0867'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROWNING,
 TM0867'GO SOUTH ON THE MAIN STREET FOR 0.25 MILE TO U.S. HIGHWAY
 TM0867'2 AND 89.  TURN LEFT AND FOLLOW THE HIGHWAY FOR 0.15 MILE.  TURN
 TM0867'SHARP LEFT, NORTH, AND FOLLOW PAVED ROAD FOR 1.3 MILES TO
 TM0867'A SIDE ROAD LEFT.  CONTINUE AHEAD, NORTH, FOR 1.4 MILES TO
 TM0867'A SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE ALONG SURFACE
 TM0867'ROAD FOR 2.6 MILES TO A FORK.  TAKE THE RIGHT FORK, MAIN
 TM0867'ROAD, AND GO 2.5 MILES TO A FORK.  TAKE THE LEFT FORK, MAIN
 TM0867'ROAD, AND GO 1.0 MILES TO THE END OF SURFACED ROAD.  CONTINUE
 TM0867'AHEAD, GRAVELED ROAD, FOR 8.65 MILES TO WHERE ROAD MAKES
 TM0867'A JOG TO THE LEFT AND TOPS OUT ON RIDGE.  CONTINUE AHEAD,
 TM0867'NORTHERLY, FOR 1.25 MILES TO A CATTLE GUARD AND SIGN
 TM0867'ENTERING THE 3C-.  CONTINUE ON THE MAIN ROAD FOR 0.85 MILE
 TM0867'TO A CATTLE GUARD.  CONTINUE ON THE MAIN ROAD FOR 1.85 MILES
 TM0867'TO ANOTHER CATTLE GUARD AND WIND SOCK ON THE RIGHT.
 TM0867'CONTINUE AHEAD FOR 1.3 MILES TO A FORK AND SIGN
 TM0867'CONSOLIDATED CATTLE CO.  KEEP RIGHT AND CONTINUE AHEAD
 TM0867'FOR 0.9 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD, MAIN
 TM0867'ROAD, FOR 5.9 MILES TO THE THIRD CATTLE GUARD.
 TM0867'CONTINUE AHEAD, MAIN ROAD, FOR 1.3 MILES TO A PIPE LINE,
 TM0867'CROSS ROAD AND A FORK ON THE LEFT.  CONTINUE AHEAD, MAIN
 TM0867'ROAD, FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH AND
 TM0867'CONTINUE AHEAD, MAIN ROAD, FOR 0.65 MILE TO A CROSS ROAD.
 TM0867'TURN RIGHT, EAST AND NORTH, AND FOLLOW GRADED ROAD FOR 2.1
 TM0867'MILES TO A FARM HOUSE ON THE LEFT.  CONTINUE AHEAD FOR 0.05
 TM0867'MILE TO OPENING IN FENCE.  PASS THROUGH AND BEAR RIGHT ALONG
 TM0867'FARM ROAD AND FENCE LINE, NORTH, FOR 0.25 MILE.  TURN LEFT,
 TM0867'WEST, ALONG THE BOUNDARY LINE, FOR 1.75 MILES TO TOP OF HILL
 TM0867'AND STATION ON THE LEFT.
 TM0867'
 TM0867'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1030 ***********************************************************************
 TN1030  DESIGNATION -  BOWDICH
 TN1030  PID         -  TN1030
 TN1030  STATE/COUNTY-  MT/LINCOLN
 TN1030  USGS QUAD   -  REXFORD (1983)
 TN1030
 TN1030                         *CURRENT SURVEY CONTROL
 TN1030  ___________________________________________________________________
 TN1030* NAD 83(1992)-  48 59 35.42153(N)    115 09 21.23668(W)     ADJUSTED  
 TN1030* NAVD 88     -       763.     (meters)    2503.     (feet)  SCALED    
 TN1030  ___________________________________________________________________
 TN1030  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 TN1030  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TN1030
 TN1030  HORZ ORDER  -  THIRD
 TN1030
 TN1030.The horizontal coordinates were established by classical geodetic methods
 TN1030.and adjusted by the National Geodetic Survey in July 1992..
 TN1030
 TN1030.The orthometric height was scaled from a topographic map.
 TN1030
 TN1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1030
 TN1030.The geoid height was determined by GEOID03.
 TN1030
 TN1030;                    North         East     Units Scale Factor Converg.
 TN1030;SPC MT       -   542,045.861   186,452.504   MT  0.99999580   -4 08 14.3
 TN1030;SPC MT       - 1,778,365.69    611,720.81   iFT  0.99999580   -4 08 14.3
 TN1030;UTM  11      - 5,428,335.295   634,897.421   MT  0.99982355   +1 23 30.6
 TN1030
 TN1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1030!SPC MT       -   0.99988293  x   0.99999580  =   0.99987873
 TN1030!UTM  11      -   0.99988293  x   0.99982355  =   0.99970650
 TN1030
 TN1030:                Primary Azimuth Mark                     Grid Az
 TN1030:SPC MT       -  GATEWAY NORTH BASE                       271 40 30.3
 TN1030:UTM  11      -  GATEWAY NORTH BASE                       266 08 45.4
 TN1030
 TN1030|---------------------------------------------------------------------|
 TN1030| PID    Reference Object                     Distance      Geod. Az  |
 TN1030|                                                           dddmmss.s |
 TN1030| TN1038 GATEWAY NORTH BASE                  APPROX. 1.2 KM 2673216.0 |
 TN1030|---------------------------------------------------------------------|
 TN1030
 TN1030                          SUPERSEDED SURVEY CONTROL
 TN1030
 TN1030  NAD 83(1986)-  48 59 35.42898(N)    115 09 21.23632(W) AD(       ) 3
 TN1030
 TN1030.Superseded values are not recommended for survey control.
 TN1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1030.See file dsdata.txt to determine how the superseded data were derived.
 TN1030
 TN1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3489728335(NAD 83)
 TN1030_MARKER: H = DRILL HOLE
 TN1030_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TN1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN1030
 TN1030  HISTORY     - Date     Condition        Report By
 TN1030  HISTORY     - 1903     MONUMENTED       IBC
 TN1030  HISTORY     - 1970     GOOD             IBC
 TN1030
 TN1030                          STATION DESCRIPTION
 TN1030
 TN1030'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1903 (CHS)
 TN1030'ON A HIGH, WOODED HILL ABOUT ONE - HALF MILE SOUTH OF THE
 TN1030'INTERNATIONAL BOUNDARY AND NEARLY 1 MILE EAST OF THE KOOTENAI RIVER.
 TN1030'THIS WAS THE STATION MARK OF 1903.
 TN1030'
 TN1030'STATION MARK--THE NECK OF A BOTTLE, ABOUT 6 INCHES BELOW THE BOTTOM
 TN1030'OF THE SURFACE MARK, WHICH IS A BLOCK OF GRANITE, 6 BY 6 BY 48 INCHES,
 TN1030'DRESSED 6 INCHES FROM THE TOP AND THE REMAINDER ROUGH CUT.  A DRILL
 TN1030'HOLE IS IN THE CENTER OF THIS STONE AND THE LETTERS---U.S.C.B.---ARE
 TN1030'CUT IN THE CORNERS.  THE GRANITE BLOCK PROJECTS ABOUT 8 INCHES ABOVE
 TN1030'THE GROUND.
 TN1030
 TN1030                          STATION RECOVERY (1970)
 TN1030
 TN1030'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TN1030'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0826 ***********************************************************************
 TN0826  DESIGNATION -  BOWDISH
 TN0826  PID         -  TN0826
 TN0826  STATE/COUNTY-  MT/FLATHEAD
 TN0826  USGS QUAD   -  ROSE CROSSING (1994)
 TN0826
 TN0826                         *CURRENT SURVEY CONTROL
 TN0826  ___________________________________________________________________
 TN0826* NAD 83(1992)-  48 18 46.74766(N)    114 18 20.77054(W)     ADJUSTED  
 TN0826* NAVD 88     -       975.80   (+/-2cm)    3201.4    (feet)  VERTCON   
 TN0826  ___________________________________________________________________
 TN0826  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 TN0826  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TN0826
 TN0826  HORZ ORDER  -  FIRST
 TN0826  VERT ORDER  -  THIRD ? (See Below)
 TN0826
 TN0826.The horizontal coordinates were established by classical geodetic methods
 TN0826.and adjusted by the National Geodetic Survey in July 1992..
 TN0826
 TN0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0826.The vertical order pertains to the NGVD 29 superseded value.
 TN0826
 TN0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0826
 TN0826.The geoid height was determined by GEOID03.
 TN0826
 TN0826;                    North         East     Units Scale Factor Converg.
 TN0826;SPC MT       -   462,411.853   243,890.141   MT  0.99965142   -3 30 55.6
 TN0826;SPC MT       - 1,517,099.26    800,164.50   iFT  0.99965142   -3 30 55.6
 TN0826;UTM  11      - 5,354,596.692   699,750.399   MT  1.00009027   +2 00 45.7
 TN0826
 TN0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0826!SPC MT       -   0.99984963  x   0.99965142  =   0.99950110
 TN0826!UTM  11      -   0.99984963  x   1.00009027  =   0.99993988
 TN0826
 TN0826|---------------------------------------------------------------------|
 TN0826| PID    Reference Object                     Distance      Geod. Az  |
 TN0826|                                                           dddmmss.s |
 TN0826| CH6511 BOWDISH RM 1                          9.722 METERS 00847     |
 TN0826| TN0784 STANDARD                            APPROX.25.8 KM 0094117.1 |
 TN0826| CH6513 BOWDISH RM 3                          9.804 METERS 01238     |
 TN0826| TN0805 COLUMBIA FALLS SOLDIER HOME TK      APPROX. 8.6 KM 0544240.0 |
 TN0826| CH6510 BOWDISH AZ MK                                      0740810.2 |
 TN0826| TN0827 FLATHEAD CO AIRPORT BCN             APPROX. 4.0 KM 0962437.2 |
 TN0826| ST0623 CRANE LOOKOUT                       APPROX.43.8 KM 1455916.0 |
 TN0826| TN0816 KALISPELL RAD STA KGEZ NE MAST      APPROX.17.0 KM 1735952.5 |
 TN0826| TN0813 KALISPELL RAD STA KGEZ SW MAST      APPROX.17.1 KM 1745553.7 |
 TN0826| CH7618 KALISPEL TANK                                      1772235.0 |
 TN0826| TN0812 KALISPELL RADIO STA KOFI MAST       APPROX.18.0 KM 1775646.4 |
 TN0826| TN0815 KALISPELL CO CTHSE CUPOLA           APPROX.13.6 KM 1813519.0 |
 TN0826| CH6512 BOWDISH RM 2                         10.233 METERS 26243     |
 TN0826| CH6514 BOWDISH RM 4                         10.265 METERS 26254     |
 TN0826| TN0832 REID LOOKOUT                        APPROX.21.7 KM 2795950.4 |
 TN0826|---------------------------------------------------------------------|
 TN0826
 TN0826                          SUPERSEDED SURVEY CONTROL
 TN0826
 TN0826  NAD 83(1986)-  48 18 46.75569(N)    114 18 20.76129(W) AD(       ) 1
 TN0826  NAD 27      -  48 18 46.88235(N)    114 18 17.28787(W) AD(       ) 1
 TN0826  NGVD 29 (07/19/86)  974.64   (m)         3197.6    (f) LEVELING    3  
 TN0826
 TN0826.Superseded values are not recommended for survey control.
 TN0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0826.See file dsdata.txt to determine how the superseded data were derived.
 TN0826
 TN0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9975054597(NAD 83)
 TN0826_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0826
 TN0826  HISTORY     - Date     Condition        Report By
 TN0826  HISTORY     - 1939     MONUMENTED       CGS
 TN0826  HISTORY     - 1951     SEE DESCRIPTION  LOCENG
 TN0826  HISTORY     - 1959     SEE DESCRIPTION  CGS
 TN0826  HISTORY     - 1960     GOOD             USGS
 TN0826  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TN0826  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TN0826  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TN0826  HISTORY     - 1979     GOOD             NGS
 TN0826  HISTORY     - 1983     GOOD             BPA
 TN0826
 TN0826                          STATION DESCRIPTION
 TN0826
 TN0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TN0826'EIGHT AND ONE-QUARTER MILES, AIRLINE, NORTH OF KALISPELL,
 TN0826'7-1/4 MILES, AIRLINE, SOUTHWEST OF COLUMBIA FALLS, ON THE SUMMIT
 TN0826'OF A CULTIVATED HILL OWNED BY H.F. BOWDISH WHO LIVES 1/4 MILE
 TN0826'SOUTHWEST OF THE STATION, AT FOOT OF THE HILL.  THE STATION IS
 TN0826'ABOUT 200 FEET EAST OF HIGHEST PART OF A ROUNDED HILL, IN
 TN0826'THE FENCE CORNER 1.7 METERS WEST OF A NORTH-SOUTH FENCE,
 TN0826'1.65 METERS NORTH OF AN EAST-WEST FENCE, STAMPED BOWDISH 1939,
 TN0826'FLUSH WITH SURFACE.  THE SUB-SURFACE MARK IS 36 INCHES
 TN0826'UNDERGROUND.  THE BAROMETRIC ELEVATION IS 3130 FEET.
 TN0826'(BAROMETER NO. 1)
 TN0826'
 TN0826'TO REACH FROM KALISPELL, GO NORTH ON U.S. HIGHWAY 93 FOR 6.6
 TN0826'MILES AND TURN RIGHT (EAST) ON LITTLE USED ROAD AT POINT 0.1
 TN0826'MILE PAST 5-MILE POST OF SPEEDOMETER TEST RANGE, GO 1.2 MILES
 TN0826'AND TURN LEFT (NORTH), GO 0.6 MILE AND TURN RIGHT (EAST),
 TN0826'THROUGH A POLE GATE (STRAIGHT AHEAD (NORTH) TO THE AZIMUTH
 TN0826'MARK), AND GO 0.2 MILE TO HOUSE OF MR. BOWDISH WHO WILL DIRECT
 TN0826'YOU TO STATION.
 TN0826'
 TN0826'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TN0826'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 TN0826'11A AND 11A RESPECTIVELY.
 TN0826'
 TN0826'REFERENCE MARK NO. 1 IS 0.33 METER WEST OF NORTH-SOUTH FENCE
 TN0826'LINE, 8 INCHES HIGHER THAN STATION, STAMPED BOWDISH NO. 1 1939,
 TN0826'AND PROJECTS 10 INCHES.
 TN0826'
 TN0826'REFERENCE MARK NO. 2 IS 0.34 METER NORTH OF AN EAST-WEST FENCE
 TN0826'LINE, 8 INCHES HIGHER THAN STATION, STAMPED BOWDISH NO. 2 1939,
 TN0826'AND PROJECTS 10 INCHES.
 TN0826'
 TN0826'AZIMUTH MARK IS 9.7 METERS SOUTH-SOUTHEAST OF THE CENTER LINE
 TN0826'OF A GRADED ROAD (NOT THE ROAD TO THE STATION), 17.8 METERS
 TN0826'SOUTH-SOUTHEAST OF FENCE TO THE NORTH OF THE SAME ROAD, 5.4
 TN0826'METERS EAST-NORTHEAST OF THE CENTER LINE OF THE LANE ENTERING
 TN0826'THE FARM TO THE SOUTH, 3.4 METERS NORTH-NORTHWEST OF THE FENCE
 TN0826'LINE TO THE SOUTH, 0.7 METER WEST-SOUTHWEST OF THE FENCE TO
 TN0826'EAST OF THE LANE (EAST-WEST ROAD BENDS TO EAST-NORTHEAST
 TN0826'AT THIS POINT), ABOUT 75 FEET LOWER THAN STATION, IS STAMPED
 TN0826'BOWDISH 1939 AND PROJECTS 8 INCHES.
 TN0826'
 TN0826'TO REACH THE AZIMUTH MARK GO NORTH FROM THE POLE GATE AT THE
 TN0826'ENTRANCE TO THE BOWDISH FARM FOR 0.9 MILE ON MAIN TRAVELED
 TN0826'ROAD AND TURN RIGHT (EAST) ON CROSS ROAD, GO 1.0 MILE AND
 TN0826'TURN RIGHT (SOUTH) ONTO A GOOD ROAD, GO 0.2 MILE, TURN LEFT
 TN0826'(EAST) AND GO 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE
 TN0826'OF THE ROAD NEAR AN IRON GATE.  THE MAIL BOX OF H.L. TRENTMAN
 TN0826'IS ON THE LEFT SIDE OF THE ROAD.
 TN0826'
 TN0826'A 4- BY 4-FOOT STAKE, PAINTED WHITE, IS 1.38 METERS (4.53 FEET)
 TN0826'SOUTH BY SOUTHWEST OF THE STATION, AND PROJECTS 0.85 METER.
 TN0826
 TN0826                          STATION RECOVERY (1951)
 TN0826
 TN0826'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 TN0826'RECOVERED BY GARDNER AND HITCHINGS
 TN0826'
 TN0826'OLD DESCRIPTION IS NOT GOOD.
 TN0826'
 TN0826'FROM KALISNELL, DRIVE N FOR ABOUT 6 MI. ON A STATE HIGHWAY
 TN0826'TO THE FIRST AND SLIGHT BEND IN THE HIGHWAY, TURN RIGHT AND
 TN0826'E FOLLOWING ROADS AS SHOWN ON THE MAPS TO A POINT 1/2 MI.
 TN0826'E OF THE STATION.  WALK W TO THE TOP OF A HILL.
 TN0826
 TN0826                          STATION RECOVERY (1959)
 TN0826
 TN0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0826'THE STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED
 TN0826'AND FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE IN
 TN0826'A CULTIVATED FIELD AND WERE DESTROYED DUE TO CULTIVATION
 TN0826'HINDRANCES.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED IN FENCE
 TN0826'LINES.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 TN0826'
 TN0826'STATION IS LOCATED ABOUT 8 MILES NORTH OF KALISPELL, 2-1/2
 TN0826'MILES WEST AND 1/4 MILE SOUTH OF THE FLATHEAD COUNTY AIRPORT,
 TN0826'1-1/4 MILES WEST OF THE WHITEFISH RIVER, IN THE EXTREME
 TN0826'SOUTHEAST CORNER OF SECTION 32, T 30 N, R 21 W, ABOUT 30 PACES
 TN0826'EAST OF THE HIGHEST PART OF A LOW CULTIVATED HILL, AND ON
 TN0826'PROPERTY OWNED BY MR. H.F. BOWDISH WHO LIVES ABOUT 1/4 MILE
 TN0826'SOUTHWEST OF THE STATION.
 TN0826'
 TN0826'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 93, IN NORTH
 TN0826'KALISPELL, GO NORTH ON HIGHWAY 93 FOR 6.8 MILES TO A SIDE ROAD
 TN0826'RIGHT AND AN OLD SHED IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 TN0826'TURN RIGHT AND FOLLOW GRAVELED ROAD EAST, NORTH AND EAST FOR
 TN0826'1.2 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD, EAST,
 TN0826'FOR 0.5 MILE TO A T-INTERSECTION.  TURN LEFT AND FOLLOW GRAVELED
 TN0826'ROAD NORTH FOR 1.0 MILE TO A SIDE ROAD RIGHT AT RUDOLF RICES
 TN0826'MAILBOX ON THE RIGHT.  (TO REACH THE AZIMUTH MARK, TURN RIGHT
 TN0826'AND FOLLOW GRAVELED ROAD EAST FOR 0.6 MILE TO A FARM ROAD
 TN0826'RIGHT AT A. TRENTMANS MAILBOX ON THE LEFT AND THE MARK IN THE
 TN0826'SOUTHEAST ANGLE OF THE INTERSECTION.) TURN LEFT, PASSING
 TN0826'THROUGH A WIRE GATE, AND FOLLOW A FIELD ROAD WEST FOR
 TN0826'ABOUT 0.25 MILE.  THENCE BEAR LEFT AND GO SOUTHWEST ACROSS A
 TN0826'CULTIVATED FIELD (WITH OWNERS PERMISSION) FOR ABOUT 0.4
 TN0826'MILE TO A FENCE LINE CORNER AT THE TOP OF THE HILL AND
 TN0826'STATION.
 TN0826'
 TN0826'STATION MARKS ARE STANDARD DISKS, STAMPED BOWDISH 1939.
 TN0826'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 TN0826'INCHES BELOW THE GROUND SURFACE.  SURFACE MARK IS SET IN THE
 TN0826'TOP OF AN 18 INCH MASS OF CONCRETE FLUSH WITH THE GROUND SURFACE,
 TN0826'10 FEET WEST-NORTHWEST OF A SECTION LINE FENCE CORNER POST,
 TN0826'8 FEET WEST OF A NORTH-SOUTH SECTION LINE FENCE AND 6 FEET
 TN0826'NORTH OF AN EAST-WEST SECTION LINE FENCE.  (NOTE 1C)
 TN0826'
 TN0826'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BOWDISH NO 3 1939,
 TN0826'SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST FLUSH WITH
 TN0826'THE GROUND SURFACE.  IT IS 37 FEET NORTH OF THE FENCE CORNERPOST
 TN0826'AND SET IN THE NORTH-SOUTH FENCE LINE.  (NOTE 11A)
 TN0826'
 TN0826'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BOWDISH NO 4 1939,
 TN0826'SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST FLUSH WITH
 TN0826'THE GROUND SURFACE.  IT IS 41 FEET WEST OF THE FENCE CORNERPOST
 TN0826'AND 1.5 FEET NORTH OF THE EAST-WEST FENCE LINE.  (NOTE 11A)
 TN0826'
 TN0826'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWDISH 1939, SET IN
 TN0826'THE TOP OF A 9 INCH SQUARE CONCRETE POST PROJECTING 7 INCHES.  IT
 TN0826'IS 32 FEET SOUTH OF AN EAST-WEST GRAVELED ROAD, 18 FEET EAST OF A
 TN0826'NORTH-SOUTH FARM ROAD CENTER, 12 FEET NORTHEAST OF A POWERLINE
 TN0826'POLE AND 7 FEET SOUTHWEST OF A FENCE CORNERPOST.  (NOTE 16B)
 TN0826'
 TN0826'THE DISTANCE BETWEEN REFERENCE MARKS 3 AND 4 IS 53.83 FT.
 TN0826'OR 16.408 METERS.
 TN0826
 TN0826                          STATION RECOVERY (1960)
 TN0826
 TN0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (GDF)
 TN0826'STATION MARK--STANDARD USC AND GS DISK SET FLUSH WITH THE GROUND AND
 TN0826'STAMPED ---BOWDISH 1939---.
 TN0826
 TN0826                          STATION RECOVERY (1964)
 TN0826
 TN0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 TN0826'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 TN0826'IN GOOD CONDITION AS DESCRIBED.
 TN0826
 TN0826                          STATION RECOVERY (1970)
 TN0826
 TN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLW)
 TN0826'STATION WAS RECOVERED AS DESCRIBED
 TN0826'
 TN0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 TN0826'WEST OF GLACIER PARK INTERNATIONAL AIRPORT.
 TN0826
 TN0826                          STATION RECOVERY (1973)
 TN0826
 TN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TN0826'THE STATION MARK, REFERENCE MARKS NO. 3 AND 4, AND THE AZIMUTH
 TN0826'MARK WERE RECOVERED AS DESCRIBED BY O.S.R. IN 1959.
 TN0826'
 TN0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 TN0826'NORTH OF KALISPELL
 TN0826
 TN0826                          STATION RECOVERY (1979)
 TN0826
 TN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DRM)
 TN0826'STATION AND AZIMUTH MARK RECOVERED AS DESCRIBED.  RMS NOT SEARCHED
 TN0826'FOR.
 TN0826'
 TN0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH OF
 TN0826'KALISPELL.
 TN0826
 TN0826                          STATION RECOVERY (1983)
 TN0826
 TN0826'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1983 (TL)
 TN0826'U.S.C.G.S. BOWDISH-1939 STATION AS DESCRIBED RMS FOUND IN GOOD
 TN0826'SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0644 ***********************************************************************
 QY0644  DESIGNATION -  BOWEN
 QY0644  PID         -  QY0644
 QY0644  STATE/COUNTY-  MT/BEAVERHEAD
 QY0644  USGS QUAD   -  PINTLER LAKE (1962)
 QY0644
 QY0644                         *CURRENT SURVEY CONTROL
 QY0644  ___________________________________________________________________
 QY0644* NAD 83(1992)-  45 46 28.76392(N)    113 25 09.91017(W)     ADJUSTED  
 QY0644* NAVD 88     -      1859.0    (meters)    6099.     (feet)  VERTCON   
 QY0644  ___________________________________________________________________
 QY0644  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 QY0644  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 QY0644
 QY0644  HORZ ORDER  -  THIRD
 QY0644
 QY0644.The horizontal coordinates were established by classical geodetic methods
 QY0644.and adjusted by the National Geodetic Survey in July 1992..
 QY0644
 QY0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0644
 QY0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0644
 QY0644.The geoid height was determined by GEOID03.
 QY0644
 QY0644;                    North         East     Units Scale Factor Converg.
 QY0644;SPC MT       -   177,064.377   295,400.631   MT  0.99962345   -2 52 01.5
 QY0644;SPC MT       -   580,919.87    969,162.18   iFT  0.99962345   -2 52 01.5
 QY0644;UTM  12      - 5,071,857.556   311,901.134   MT  1.00003499   -1 44 03.4
 QY0644
 QY0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0644!SPC MT       -   0.99971069  x   0.99962345  =   0.99933425
 QY0644!UTM  12      -   0.99971069  x   1.00003499  =   0.99974567
 QY0644
 QY0644                          SUPERSEDED SURVEY CONTROL
 QY0644
 QY0644  NAD 83(1990)-  45 46 28.76127(N)    113 25 09.91322(W) AD(       ) 3
 QY0644  NGVD 29 (04/27/92) 1857.7    (m)         6095.     (f) VERT ANG       
 QY0644
 QY0644.Superseded values are not recommended for survey control.
 QY0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0644.See file dsdata.txt to determine how the superseded data were derived.
 QY0644
 QY0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR1190171858(NAD 83)
 QY0644_MARKER: DS = TRIANGULATION STATION DISK
 QY0644_SETTING: 0 = UNSPECIFIED SETTING
 QY0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0644
 QY0644  HISTORY     - Date     Condition        Report By
 QY0644  HISTORY     - 1960     MONUMENTED       USGS
 QY0644
 QY0644                          STATION DESCRIPTION
 QY0644
 QY0644'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0644'LOCATED ABOUT 16 MI. (AIRLINE) SW. OF JUNCTION STATE HIGHWAY
 QY0644'43 AND COUNTY 274, 11 MI. (AIRLINE) N. BY NW. OF WISDOM, MONTANA
 QY0644'2 MI. (AIRLINE) W. OF STATE HIGHWAY 43, 0.7 MI. SW. OF N. FORK
 QY0644'RD. CROSSING PINTLAR CREEK ON E-W. RAIL FENCE 500 FT. W. OF FENCE
 QY0644'CORNER AND 30 FT. N. OF RANCH TRACK RD.
 QY0644'
 QY0644'TO REACH FROM JUNCTION STATE HIGHWAY 43 COUNTY 274, PROCEED SW.
 QY0644'ON STATE HIGHWAY 43 11 1 MI. TO NORTH FORK RD., THENCE ABOUT
 QY0644'5 MI. SW. ALONG GRADED RD. TO PINTLAR CREEK VALLEY AND RANCH ACCESS
 QY0644'RD. S., THENCE THRU RANCH BUILDINGS S. AND W. ON TRACK RDS. 1.3 MI.
 QY0644'TO STATION UNDER E-W. RAIL FENCE.
 QY0644'
 QY0644'STATION MARK - - A STANDARD TABLET CEMENTED IN SET STONE
 QY0644'STAMPED--- BOWEN-ET 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0491 ***********************************************************************
 TK0491  DESIGNATION -  BOWERY PEAK LOH
 TK0491  PID         -  TK0491
 TK0491  STATE/COUNTY-  MT/HILL
 TK0491  USGS QUAD   -  BOWERY PEAK (1984)
 TK0491
 TK0491                         *CURRENT SURVEY CONTROL
 TK0491  ___________________________________________________________________
 TK0491* NAD 83(1992)-  48 10 54.49577(N)    109 41 05.08162(W)     ADJUSTED  
 TK0491* NAVD 88     -      1860.     (meters)    6102.     (feet)  SCALED    
 TK0491  ___________________________________________________________________
 TK0491  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 TK0491  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 TK0491
 TK0491  HORZ ORDER  -  THIRD
 TK0491
 TK0491.The horizontal coordinates were established by classical geodetic methods
 TK0491.and adjusted by the National Geodetic Survey in July 1992..
 TK0491
 TK0491.The orthometric height was scaled from a topographic map.
 TK0491
 TK0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0491
 TK0491.The geoid height was determined by GEOID03.
 TK0491
 TK0491;                    North         East     Units Scale Factor Converg.
 TK0491;SPC MT       -   436,918.636   586,267.341   MT  0.99960165   -0 08 06.5
 TK0491;SPC MT       - 1,433,460.09  1,923,449.28   iFT  0.99960165   -0 08 06.5
 TK0491;UTM  12      - 5,337,343.704   597,765.965   MT  0.99971744   +0 58 49.0
 TK0491
 TK0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0491!SPC MT       -   0.99971085  x   0.99960165  =   0.99931262
 TK0491!UTM  12      -   0.99971085  x   0.99971744  =   0.99942837
 TK0491
 TK0491                          SUPERSEDED SURVEY CONTROL
 TK0491
 TK0491  NAD 83(1986)-  48 10 54.49372(N)    109 41 05.06224(W) AD(       ) 4
 TK0491  NAD 27      -  48 10 54.53927(N)    109 41 02.36005(W) AD(       ) 3
 TK0491
 TK0491.Superseded values are not recommended for survey control.
 TK0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0491.See file dsdata.txt to determine how the superseded data were derived.
 TK0491
 TK0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU9776637344(NAD 83)
 TK0491_MARKER: 73 = LOOKOUT HOUSE
 TK0491
 TK0491  HISTORY     - Date     Condition        Report By
 TK0491  HISTORY     - 1957     FIRST OBSERVED   USGS
 TK0491
 TK0491                          STATION DESCRIPTION
 TK0491
 TK0491'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TK0491'STATION IS LOCATED ABOUT 26 MI. DUE S. OF HAVRE, MONTANA, ON THE
 TK0491'HIGHEST POINT OF BOWERY PEAK.
 TK0491'
 TK0491'STATION MARK - CENTER OF LOOKOUT HOUSE.
 TK0491'
 TK0491'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0239 ***********************************************************************
 ST0239  DESIGNATION -  BOWMAN
 ST0239  PID         -  ST0239
 ST0239  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0239  USGS QUAD   -  BOWMANS CORNERS (1962)
 ST0239
 ST0239                         *CURRENT SURVEY CONTROL
 ST0239  ___________________________________________________________________
 ST0239* NAD 83(1999)-  47 16 51.63356(N)    112 09 31.18896(W)     ADJUSTED  
 ST0239* NAVD 88     -      1329.956  (meters)    4363.36   (feet)  ADJUSTED  
 ST0239  ___________________________________________________________________
 ST0239  X           -  -1,635,300.362 (meters)                     COMP
 ST0239  Y           -  -4,015,459.843 (meters)                     COMP
 ST0239  Z           -   4,663,981.936 (meters)                     COMP
 ST0239  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 ST0239  ELLIP HEIGHT-        1316.31  (meters)          (04/26/01) GPS OBS
 ST0239  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 ST0239  DYNAMIC HT  -        1329.770 (meters)    4362.75  (feet)  COMP
 ST0239  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 ST0239
 ST0239  HORZ ORDER  -  B
 ST0239  VERT ORDER  -  SECOND    CLASS 0
 ST0239  ELLP ORDER  -  FOURTH    CLASS I
 ST0239
 ST0239.The horizontal coordinates were established by GPS observations
 ST0239.and adjusted by the National Geodetic Survey in April 2001..
 ST0239.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 ST0239.DATUM ITEM on the data sheet items page.
 ST0239
 ST0239.The orthometric height was determined by differential leveling
 ST0239.and adjusted by the National Geodetic Survey in June 1991..
 ST0239
 ST0239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ST0239
 ST0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0239
 ST0239.The ellipsoidal height was determined by GPS observations
 ST0239.and is referenced to NAD 83.
 ST0239
 ST0239.The geoid height was determined by GEOID03.
 ST0239
 ST0239.The dynamic height is computed by dividing the NAVD 88
 ST0239.geopotential number by the normal gravity value computed on the
 ST0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0239.degrees latitude (g = 980.6199 gals.).
 ST0239
 ST0239.The modeled gravity was interpolated from observed gravity values.
 ST0239
 ST0239;                    North         East     Units Scale Factor Converg.
 ST0239;SPC MT       -   340,210.779   399,013.879   MT  0.99940358   -1 56 41.4
 ST0239;SPC MT       - 1,116,177.10  1,309,100.65   iFT  0.99940358   -1 56 41.4
 ST0239;UTM  12      - 5,237,043.401   412,375.314   MT  0.99969436   -0 51 04.7
 ST0239
 ST0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0239!SPC MT       -   0.99979372  x   0.99940358  =   0.99919742
 ST0239!UTM  12      -   0.99979372  x   0.99969436  =   0.99948814
 ST0239
 ST0239|---------------------------------------------------------------------|
 ST0239| PID    Reference Object                     Distance      Geod. Az  |
 ST0239|                                                           dddmmss.s |
 ST0239| ST0238 BOWMAN RM 1                           8.874 METERS 06459     |
 ST0239| ST0237 M 110                                              1280029.0 |
 ST0239| ST0240 BOWMAN RM 2                           9.406 METERS 15146     |
 ST0239|---------------------------------------------------------------------|
 ST0239
 ST0239                          SUPERSEDED SURVEY CONTROL
 ST0239
 ST0239  NAD 83(1992)-  47 16 51.63218(N)    112 09 31.18948(W) AD(       ) B
 ST0239  ELLIP H (12/30/94) 1316.40   (m)                       GP(       ) 2 1
 ST0239  NAD 83(1992)-  47 16 51.63037(N)    112 09 31.18522(W) AD(       ) 2
 ST0239  NAD 83(1986)-  47 16 51.63530(N)    112 09 31.16815(W) AD(       ) 2
 ST0239  NAD 27      -  47 16 51.82830(N)    112 09 28.13490(W) AD(       ) 2
 ST0239  NAVD 88 (12/30/94) 1329.96   (m)         4363.4    (f) LEVELING    3  
 ST0239  NGVD 29 (??/??/92) 1328.971  (m)         4360.13   (f) ADJ UNCH    2 0
 ST0239
 ST0239.Superseded values are not recommended for survey control.
 ST0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0239.See file dsdata.txt to determine how the superseded data were derived.
 ST0239
 ST0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1237537043(NAD 83)
 ST0239_MARKER: DH = HORIZONTAL CONTROL DISK
 ST0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0239_STAMPING: BOWMAN 1960
 ST0239_MARK LOGO: CGS   
 ST0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0239+STABILITY: SURFACE MOTION
 ST0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0239+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1996
 ST0239
 ST0239  HISTORY     - Date     Condition        Report By
 ST0239  HISTORY     - 1960     MONUMENTED       CGS
 ST0239  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ST0239  HISTORY     - 1961     GOOD             NGS
 ST0239  HISTORY     - 19940610 GOOD             MTDOT
 ST0239  HISTORY     - 19951216 GOOD             MTDOT
 ST0239  HISTORY     - 19960103 GOOD             MTDOT
 ST0239
 ST0239                          STATION DESCRIPTION
 ST0239
 ST0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0239'THE STATION IS ON THE HIGHEST POINT OF A ROUND, GRASSY KNOLL
 ST0239'IN PASTURE LAND.  IT IS ABOUT 1/2 MILE SOUTH OF BOWMANS CORNER
 ST0239'AND ON THE PROPERTY OF MR. L. EVANS WHO LIVES 2 MILES EAST
 ST0239'AND 1/2 MILE NORTH OF BOWMANS CORNER.
 ST0239'
 ST0239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20
 ST0239'AND 287 AT BOWMANS CORNER, GO SOUTHEAST ON HIGHWAY 287 FOR 0.5
 ST0239'MILE TO A GATE ON THE RIGHT (TO REACH THE AZIMUTH MARK FROM
 ST0239'HERE, CONTINUE ON THE HIGHWAY FOR 0.5 MILE TO A SIDE ROAD AND
 ST0239'BENCH MARK M 110 ON THE RIGHT), TURN RIGHT THROUGH THE GATE,
 ST0239'BEAR LEFT FOR 0.15 MILE TO THE TOP OF THE KNOLL AND THE STATION.
 ST0239'
 ST0239'THE STATION MARKS ARE STANDARD DISKS, STAMPED BOWMAN 1960.
 ST0239'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 ST0239'POST PROJECTING 5 INCHES.  IT IS 413 FEET SOUTHWEST OF THE
 ST0239'CENTER OF HIGHWAY 287.  THE UNDERGROUND DISK IS SET IN AN
 ST0239'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 ST0239'
 ST0239'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOWMAN NO 1 1960,
 ST0239'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 ST0239'5 INCHES.  IT IS ON THE NORTHEAST SLOPE OF THE KNOLL AND ABOUT
 ST0239'2 FEET LOWER THAN THE STATION.
 ST0239'
 ST0239'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOWMAN NO 2 1960,
 ST0239'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 ST0239'4 INCHES.  IT IS ON THE SOUTHEAST SLOPE OF THE KNOLL AND ABOUT
 ST0239'2 FEET LOWER THAN THE STATION.
 ST0239'
 ST0239'BENCH MARK M 110 IS A U.S. COAST AND GEODETIC SURVEY BENCH
 ST0239'MARK DISK, STAMPED M 110 1934, SET IN THE TOP OF A PRECAST,
 ST0239'6 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 97
 ST0239'FEET NORTHEAST OF A T-FENCE CORNER, 75 FEET SOUTH-SOUTHEAST
 ST0239'OF THE INTERSECTION OF THE CENTERLINES OF THE SIDE ROAD AND
 ST0239'HIGHWAY 287 AND 35 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY.
 ST0239
 ST0239                          STATION RECOVERY (1961)
 ST0239
 ST0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0239'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY O.S.R.
 ST0239'IN 1960.
 ST0239'
 ST0239'A WITNESS POST WAS SET 1-1/2 FEET SOUTHWEST OF BENCH MARK M 110
 ST0239'(AZIMUTH MARK)
 ST0239
 ST0239                          STATION RECOVERY (1961)
 ST0239
 ST0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 ST0239'19.15 MI SE FROM AUGUSTA.
 ST0239'19.05 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0239'AUGUSTA, THENCE 0.1 MILE SOUTHWEST ACROSS COUNTRY, ON TOP OF THE FIRST
 ST0239'KNOLL SOUTH OF THE JUNCTION OF STATE HIGHWAY 287 AND 20 AT BOWMANS
 ST0239'CORNERS, 31.92 FEET NORTH-NORTHWEST OF BOWMAN R.M. 2, 29.90
 ST0239'WEST-SOUTHWEST OF BOWMAN R.M. 1, ABOUT 1 FOOT HIGHER THAN BOWMAN R.M.
 ST0239'1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ST0239'GROUND.
 ST0239
 ST0239                          STATION RECOVERY (1994)
 ST0239
 ST0239'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 ST0239'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES A NEW
 ST0239'DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 20 MI (32.2 KM)
 ST0239'NORTH OF WOLF CREEK, 0.5 MI (0.8 KM) SOUTHEAST OF BOWMANS CORNER, ON A
 ST0239'SMALL KNOLL IN PASTURE LAND OWNED BY THE TOBACCO VALLEY HEREFORD
 ST0239'RANCH. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 ST0239'HIGHWAY 200, AT BOWMANS CORNER, GO SOUTHEASTERLY ON U.S. HIGHWAY 287
 ST0239'FOR 0.15 MI (0.24 KM) TO A WIRE GATE ON THE RIGHT.  TURN RIGHT AND GO
 ST0239'SOUTHERLY ON A TRACK ROAD FOR 0.05 MI (0.08 KM) TO THE OLD HIGHWAY
 ST0239'ROAD BED. TURN LEFT AND GO EAST-SOUTHEAST ON THE OLD HIGHWAY FOR 0.3
 ST0239'MI (0.5 KM) TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR
 ST0239'0.15 MI (0.24 KM) TO THE TOP OF THE RISE. TURN LEFT AND GO EASTERLY
 ST0239'ACROSS OPEN PASTURE FOR 0.15 MI (0.24 KM) TO THE TOP OF A KNOLL AND
 ST0239'THE STATION. THE STATION IS ABOUT 365 FEET (111.3 M) SOUTH OF THE
 ST0239'CENTER OF THE OLD HIGHWAY AND LOCATED ON TOP OF THE KNOLL.  THERE ARE
 ST0239'NO OTHER OBJECTS TO MEASURE TO.
 ST0239
 ST0239                          STATION RECOVERY (1995)
 ST0239
 ST0239'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 ST0239'RECOVERED AS DESCRIBED.
 ST0239
 ST0239                          STATION RECOVERY (1996)
 ST0239
 ST0239'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 ST0239'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0238 ***********************************************************************
 ST0238  DESIGNATION -  BOWMAN RM 1
 ST0238  PID         -  ST0238
 ST0238  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0238  USGS QUAD   -  BOWMANS CORNERS (1962)
 ST0238
 ST0238                         *CURRENT SURVEY CONTROL
 ST0238  ___________________________________________________________________
 ST0238* NAD 83(1986)-  47 16 52.     (N)    112 09 30.     (W)     SCALED    
 ST0238* NAVD 88     -      1329.094  (meters)    4360.54   (feet)  ADJUSTED  
 ST0238  ___________________________________________________________________
 ST0238  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 ST0238  DYNAMIC HT  -        1328.908 (meters)    4359.93  (feet)  COMP
 ST0238  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 ST0238
 ST0238  VERT ORDER  -  SECOND    CLASS 0
 ST0238
 ST0238.The horizontal coordinates were scaled from a topographic map and have
 ST0238.an estimated accuracy of +/- 6 seconds.
 ST0238
 ST0238.The orthometric height was determined by differential leveling
 ST0238.and adjusted by the National Geodetic Survey in June 1991..
 ST0238
 ST0238.The geoid height was determined by GEOID03.
 ST0238
 ST0238.The dynamic height is computed by dividing the NAVD 88
 ST0238.geopotential number by the normal gravity value computed on the
 ST0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0238.degrees latitude (g = 980.6199 gals.).
 ST0238
 ST0238.The modeled gravity was interpolated from observed gravity values.
 ST0238
 ST0238;                    North         East    Units  Estimated Accuracy
 ST0238;SPC MT       -   340,220.      399,040.      MT  (+/- 180 meters Scaled)
 ST0238
 ST0238                          SUPERSEDED SURVEY CONTROL
 ST0238
 ST0238  NGVD 29 (??/??/92) 1328.109  (m)         4357.30   (f) ADJ UNCH    2 0
 ST0238
 ST0238.Superseded values are not recommended for survey control.
 ST0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0238.See file dsdata.txt to determine how the superseded data were derived.
 ST0238
 ST0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT124370(NAD 83)
 ST0238_MARKER: DR = REFERENCE MARK DISK
 ST0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0238_STAMPING: BOWMAN NO. 1 1960
 ST0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0238+STABILITY: SURFACE MOTION
 ST0238
 ST0238  HISTORY     - Date     Condition        Report By
 ST0238  HISTORY     - 1960     MONUMENTED       CGS
 ST0238  HISTORY     - 1961     GOOD             NGS
 ST0238
 ST0238                          STATION DESCRIPTION
 ST0238
 ST0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0238'19.15 MI SE FROM AUGUSTA.
 ST0238'19.05 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0238'AUGUSTA, THENCE 0.1 MILE SOUTHWEST ACROSS COUNTRY, ON TOP OF THE FIRST
 ST0238'KNOLL SOUTH OF THE JUNCTION OF STATE HIGHWAY 287 AND 20 AT BOWMANS
 ST0238'CORNER, 29.90 FEET EAST-NORTHEAST OF BOWMAN, 40.25 FEET
 ST0238'NORTH-NORTHEAST OF BOWMAN R.M. 2, ABOUT 1 FOOT LOWER THAN THE STATION,
 ST0238'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ST0238'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0240 ***********************************************************************
 ST0240  DESIGNATION -  BOWMAN RM 2
 ST0240  PID         -  ST0240
 ST0240  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0240  USGS QUAD   -  BOWMANS CORNERS (1962)
 ST0240
 ST0240                         *CURRENT SURVEY CONTROL
 ST0240  ___________________________________________________________________
 ST0240* NAD 83(1986)-  47 16 51.     (N)    112 09 29.     (W)     SCALED    
 ST0240* NAVD 88     -      1328.837  (meters)    4359.69   (feet)  ADJUSTED  
 ST0240  ___________________________________________________________________
 ST0240  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 ST0240  DYNAMIC HT  -        1328.651 (meters)    4359.08  (feet)  COMP
 ST0240  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 ST0240
 ST0240  VERT ORDER  -  SECOND    CLASS 0
 ST0240
 ST0240.The horizontal coordinates were scaled from a topographic map and have
 ST0240.an estimated accuracy of +/- 6 seconds.
 ST0240
 ST0240.The orthometric height was determined by differential leveling
 ST0240.and adjusted by the National Geodetic Survey in June 1991..
 ST0240
 ST0240.The geoid height was determined by GEOID03.
 ST0240
 ST0240.The dynamic height is computed by dividing the NAVD 88
 ST0240.geopotential number by the normal gravity value computed on the
 ST0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0240.degrees latitude (g = 980.6199 gals.).
 ST0240
 ST0240.The modeled gravity was interpolated from observed gravity values.
 ST0240
 ST0240;                    North         East    Units  Estimated Accuracy
 ST0240;SPC MT       -   340,190.      399,060.      MT  (+/- 180 meters Scaled)
 ST0240
 ST0240                          SUPERSEDED SURVEY CONTROL
 ST0240
 ST0240  NGVD 29 (??/??/92) 1327.852  (m)         4356.46   (f) ADJ UNCH    2 0
 ST0240
 ST0240.Superseded values are not recommended for survey control.
 ST0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0240.See file dsdata.txt to determine how the superseded data were derived.
 ST0240
 ST0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT124370(NAD 83)
 ST0240_MARKER: DR = REFERENCE MARK DISK
 ST0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0240_STAMPING: BOWMAN NO. 2 1960
 ST0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0240+STABILITY: SURFACE MOTION
 ST0240
 ST0240  HISTORY     - Date     Condition        Report By
 ST0240  HISTORY     - 1960     MONUMENTED       CGS
 ST0240  HISTORY     - 1961     GOOD             NGS
 ST0240
 ST0240                          STATION DESCRIPTION
 ST0240
 ST0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0240'19.15 MI SE FROM AUGUSTA.
 ST0240'19.05 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0240'AUGUSTA, THENCE 0.1 MILE SOUTHWEST ACROSS COUNTRY, ON TOP OF THE FIRST
 ST0240'KNOLL SOUTH OF THE JUNCTION OF STATE HIGHWAY 287 AND 20 AT BOWMANS
 ST0240'CORNER, 31.92 FEET SOUTH-SOUTHEAST OF BOWMAN, 40.25 FEET
 ST0240'SOUTH-SOUTHWEST OF BOWMAN R.M.1, ABOUT 1 FOOT LOWER THAN THE STATION,
 ST0240'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 ST0240'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0416 ***********************************************************************
 SQ0416  DESIGNATION -  BOX
 SQ0416  PID         -  SQ0416
 SQ0416  STATE/COUNTY-  MT/PHILLIPS
 SQ0416  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0416
 SQ0416                         *CURRENT SURVEY CONTROL
 SQ0416  ___________________________________________________________________
 SQ0416* NAD 83(1992)-  47 55 39.84033(N)    107 40 56.05816(W)     ADJUSTED  
 SQ0416* NAVD 88     -       713.788  (meters)    2341.82   (feet)  ADJUSTED  
 SQ0416  ___________________________________________________________________
 SQ0416  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 SQ0416  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 SQ0416  DYNAMIC HT  -         713.830 (meters)    2341.96  (feet)  COMP
 SQ0416  MODELED GRAV-     980,646.7   (mgal)                       NAVD 88
 SQ0416
 SQ0416  HORZ ORDER  -  FIRST
 SQ0416  VERT ORDER  -  SECOND    CLASS 0
 SQ0416
 SQ0416.The horizontal coordinates were established by classical geodetic methods
 SQ0416.and adjusted by the National Geodetic Survey in July 1992..
 SQ0416
 SQ0416.The orthometric height was determined by differential leveling
 SQ0416.and adjusted by the National Geodetic Survey in June 1991..
 SQ0416
 SQ0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0416
 SQ0416.The geoid height was determined by GEOID03.
 SQ0416
 SQ0416.The dynamic height is computed by dividing the NAVD 88
 SQ0416.geopotential number by the normal gravity value computed on the
 SQ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0416.degrees latitude (g = 980.6199 gals.).
 SQ0416
 SQ0416.The modeled gravity was interpolated from observed gravity values.
 SQ0416
 SQ0416;                    North         East     Units Scale Factor Converg.
 SQ0416;SPC MT       -   410,239.828   735,763.115   MT  0.99952046   +1 19 46.9
 SQ0416;SPC MT       - 1,345,931.19  2,413,920.98   iFT  0.99952046   +1 19 46.9
 SQ0416;UTM  13      - 5,311,750.520   299,645.197   MT  1.00009328   -1 59 30.1
 SQ0416
 SQ0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0416!SPC MT       -   0.99989068  x   0.99952046  =   0.99941119
 SQ0416!UTM  13      -   0.99989068  x   1.00009328  =   0.99998395
 SQ0416
 SQ0416:                Primary Azimuth Mark                     Grid Az
 SQ0416:SPC MT       -  TALLOW                                   059 08 10.2
 SQ0416:UTM  13      -  TALLOW                                   062 27 27.2
 SQ0416
 SQ0416|---------------------------------------------------------------------|
 SQ0416| PID    Reference Object                     Distance      Geod. Az  |
 SQ0416|                                                           dddmmss.s |
 SQ0416| SQ0406 TALLOW                              APPROX. 8.5 KM 0602757.1 |
 SQ0416| SQ0415 BOX AZ MK                                          1600640.8 |
 SQ0416|---------------------------------------------------------------------|
 SQ0416
 SQ0416                          SUPERSEDED SURVEY CONTROL
 SQ0416
 SQ0416  NAD 83(1986)-  47 55 39.83400(N)    107 40 56.04423(W) AD(       ) 1
 SQ0416  NAD 27      -  47 55 39.84000(N)    107 40 53.64400(W) AD(       ) 1
 SQ0416  NGVD 29 (??/??/92)  713.059  (m)         2339.43   (f) ADJ UNCH    2 0
 SQ0416
 SQ0416.Superseded values are not recommended for survey control.
 SQ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0416.See file dsdata.txt to determine how the superseded data were derived.
 SQ0416
 SQ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP9964511751(NAD 83)
 SQ0416_MARKER: DS = TRIANGULATION STATION DISK
 SQ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0416_STAMPING: BOX 1934
 SQ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0416+STABILITY: SURFACE MOTION
 SQ0416
 SQ0416  HISTORY     - Date     Condition        Report By
 SQ0416  HISTORY     - 1934     MONUMENTED       CGS
 SQ0416  HISTORY     - 1948     GOOD             CGS
 SQ0416  HISTORY     - 1948     GOOD             NGS
 SQ0416  HISTORY     - 1965     POOR             USGS
 SQ0416
 SQ0416                          STATION DESCRIPTION
 SQ0416
 SQ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0416'THE STATION IS 7 MILES, AIRLINE, NORTH OF SUN PRAIRIE POST OFFICE,
 SQ0416'45.5 FEET WEST-SOUTHWEST OF SUN PRAIRIE - MALTA GRADED ROAD
 SQ0416'(STATE HIGHWAY 39) AND 125 YARDS WEST OF AN OLD WELL BOX ON THE
 SQ0416'EAST SIDE OF SAME ROAD AT A POINT OPPOSITE A GATE IN FENCE
 SQ0416'ON EAST SIDE OF ROAD, WHICH IS 2.8 MILES BY ROAD NORTH OF THE
 SQ0416'BOX ELDER SCHOOLHOUSE.  STATION MARK SET IN CONCRETE.
 SQ0416'
 SQ0416'REFERENCE MARK NO. 1, IS EAST-NORTHEAST OF THE
 SQ0416'STATION AND 36 FEET EAST-NORTHEAST OF THE MAIN HIGHWAY.
 SQ0416'
 SQ0416'REFERENCE MARK NO. 2, IS NORTH-NORTHWEST OF THE STATION
 SQ0416'AND 48 FEET WEST-SOUTHWEST OF THE MAIN HIGHWAY.
 SQ0416'
 SQ0416'AZIMUTH MARK, IS SOUTH-SOUTHEAST OF THE STATION AND
 SQ0416'36 FEET EAST-NORTHEAST OF THE MAIN HIGHWAY.
 SQ0416'
 SQ0416'THE STATION MAY BE REACHED FROM THE BOX ELDER SCHOOL ON THE
 SQ0416'SUN PRAIRIE - MALTA GRADED ROAD (STATE HIGHWAY 39) BY DRIVING
 SQ0416'NORTHERLY IN THE DIRECTION OF MALTA 2.8 MILES.
 SQ0416'
 SQ0416'A 4-FOOT STAND WILL CLEAR ALL LINES.
 SQ0416
 SQ0416                          STATION RECOVERY (1948)
 SQ0416
 SQ0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (KLS)
 SQ0416'STATION IS 11.75 MILES SW OF CONTENT.  R.M. 2 WAS BROKEN OFF
 SQ0416'JUST UNDER THE TOP OF THE GROUND.
 SQ0416
 SQ0416                          STATION RECOVERY (1948)
 SQ0416
 SQ0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 SQ0416'11.75 MI SW FROM CONTENT.
 SQ0416'10.5 MILES SOUTHWEST ALONG THE DIRT ROAD LEADING FROM THE ABANDONED
 SQ0416'POST OFFICE AT CONTENT TO SUN PRAIRIE, THENCE 1.25 MILES NORTH ALONG A
 SQ0416'DIRT ROAD, DIRECTLY ACROSS THE ROAD FROM A GATE IN A NORTHWEST AND
 SQ0416'SOUTHEAST FENCE, 129.8 FEET SOUTHWEST OF BOX R.M. 2, 105.9 FEET WEST
 SQ0416'OF BOX R.M. 1, 104.7 FEET WEST OF A WIRE FENCE, 56.6 FEET WEST OF THE
 SQ0416'CENTER LINE OF THE ROAD, 3.0 FEET SOUTH OF A WITNESS POST, SET IN THE
 SQ0416'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 SQ0416
 SQ0416                          STATION RECOVERY (1965)
 SQ0416
 SQ0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0416'STATION WAS SEARCHED FOR AND FOUND POSSIBLY DISTURBED.
 SQ0416'
 SQ0416'THE MEASUREMENTS FROM R.M. 1, R.M. 2 TO BOX AND TO EACH OTHER
 SQ0416'DIFFER FROM THE 1934 NOTES.  ALSO, A 1948 RECOVERY NOTE STATING
 SQ0416'R.M. 2 IS BROKEN OFF AT GROUND LEVEL IS NOW INCORRECT.  R.M. 2 IS
 SQ0416'NOW APPARENTLY INTACT AND PROJECTING 0.8 FT., ALTHOUGH THE
 SQ0416'DISTANCES TO BOX TO R.M. 1 AND BOX ARE DIFFERENT THAN THAT
 SQ0416'LISTED.
 SQ0416'
 SQ0416'THE DISTANCE FROM BOX TO R.M. 1 IS 105.0 FT., THE DISTANCE FROM
 SQ0416'BOX TO R.M. 2 IS 130.0 FT, AND THE DISTANCE FROM R.M. 1 TO R.M. 2
 SQ0416'IS 166.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0462 ***********************************************************************
 SQ0462  DESIGNATION -  BOX
 SQ0462  PID         -  SQ0462
 SQ0462  STATE/COUNTY-  MT/GARFIELD
 SQ0462  USGS QUAD   -  ASH CREEK EAST (1972)
 SQ0462
 SQ0462                         *CURRENT SURVEY CONTROL
 SQ0462  ___________________________________________________________________
 SQ0462* NAD 83(1992)-  47 42 12.35282(N)    106 19 48.29678(W)     ADJUSTED  
 SQ0462* NAVD 88     -       761.54   (+/-2cm)    2498.5    (feet)  VERTCON   
 SQ0462  ___________________________________________________________________
 SQ0462  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 SQ0462  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 SQ0462
 SQ0462  HORZ ORDER  -  THIRD
 SQ0462  VERT ORDER  -  THIRD ? (See Below)
 SQ0462
 SQ0462.The horizontal coordinates were established by classical geodetic methods
 SQ0462.and adjusted by the National Geodetic Survey in July 1992..
 SQ0462
 SQ0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0462.The vertical order pertains to the NGVD 29 superseded value.
 SQ0462
 SQ0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0462
 SQ0462.The geoid height was determined by GEOID03.
 SQ0462
 SQ0462;                    North         East     Units Scale Factor Converg.
 SQ0462;SPC MT       -   388,548.602   837,716.706   MT  0.99946537   +2 19 07.7
 SQ0462;SPC MT       - 1,274,765.75  2,748,414.39   iFT  0.99946537   +2 19 07.7
 SQ0462;UTM  13      - 5,284,195.478   400,215.352   MT  0.99972235   -0 59 02.1
 SQ0462
 SQ0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0462!SPC MT       -   0.99988322  x   0.99946537  =   0.99934865
 SQ0462!UTM  13      -   0.99988322  x   0.99972235  =   0.99960560
 SQ0462
 SQ0462:                Primary Azimuth Mark                     Grid Az
 SQ0462:SPC MT       -  ELDER                                    350 33 12.1
 SQ0462:UTM  13      -  ELDER                                    353 51 21.9
 SQ0462
 SQ0462|---------------------------------------------------------------------|
 SQ0462| PID    Reference Object                     Distance      Geod. Az  |
 SQ0462|                                                           dddmmss.s |
 SQ0462| SQ0472 ELDER                               APPROX. 6.6 KM 3525219.8 |
 SQ0462|---------------------------------------------------------------------|
 SQ0462
 SQ0462                          SUPERSEDED SURVEY CONTROL
 SQ0462
 SQ0462  NAD 83(1986)-  47 42 12.34966(N)    106 19 48.28089(W) AD(       ) 3
 SQ0462  NAD 27      -  47 42 12.30600(N)    106 19 46.15100(W) AD(       ) 3
 SQ0462  NGVD 29 (07/19/86)  760.93   (m)         2496.5    (f) LEVELING    3  
 SQ0462
 SQ0462.Superseded values are not recommended for survey control.
 SQ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0462.See file dsdata.txt to determine how the superseded data were derived.
 SQ0462
 SQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN0021584195(NAD 83)
 SQ0462_MARKER: P = PIPE CAP
 SQ0462_SETTING: 0 = UNSPECIFIED SETTING
 SQ0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0462
 SQ0462  HISTORY     - Date     Condition        Report By
 SQ0462  HISTORY     - 1937     MONUMENTED       USE
 SQ0462
 SQ0462                          STATION DESCRIPTION
 SQ0462
 SQ0462'DESCRIBED BY US ENGINEERS 1937
 SQ0462'THE STATION IS IN GARFIELD COUNTY, ON THE LEFT BANK OF BIG
 SQ0462'DRY CREEK AND NEAR THE SOUTHEAST CORNER OF SECTION 33, T. 23
 SQ0462'N., R. 42 E.  THE STATION IS ABOUT 6-1/4 MILES SOUTHEAST OF
 SQ0462'HAXBY 1-3/4 MILES WEST OF BIG DRY CREEK ON A HIGH RIDGE OF
 SQ0462'THE DIVIDE BETWEEN BOX AND LOST CREEKS.  THE STATION IS ON
 SQ0462'THE HIGHEST GROUND IN THE VICINITY.
 SQ0462'
 SQ0462'TO REACH STATION BY AUTOMOBILE DRIVE SOUTH FROM HAXBY ON THE ROAD
 SQ0462'TO JORDAN 1 MILE TO FORK.  TURN LEFT LEAVING MAIN ROAD AND
 SQ0462'CONTINUE ON TRAIL SOUTHEAST ABOUT 4 MILES TO A STONE HOUSE
 SQ0462'AND BARN AND FORK IN ROAD.  TURN LEFT OR EAST AND GO OVER
 SQ0462'HIGH HILL 1 MILE FROM BUILDINGS TO POINT WHERE ROAD GOES
 SQ0462'INTO LOST CREEK AND FORK.  TAKE LEFT FORK CONTINUING EAST
 SQ0462'ON DIM TRAIL TO FOOT OF HIGH GUMBO BUTTE.  STATION IS ON
 SQ0462'HIGH RIDGE 1/4 MILE EAST OF GUMBO BUTTE.
 SQ0462'
 SQ0462'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0462'
 SQ0462'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0462'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1068 ***********************************************************************
 SR1068  DESIGNATION -  BOX
 SR1068  PID         -  SR1068
 SR1068  STATE/COUNTY-  MT/FERGUS
 SR1068  USGS QUAD   -  BOHEMIAN CORNERS (1985)
 SR1068
 SR1068                         *CURRENT SURVEY CONTROL
 SR1068  ___________________________________________________________________
 SR1068* NAD 83(1992)-  47 22 22.53542(N)    108 47 17.82065(W)     ADJUSTED  
 SR1068* NAVD 88     -      1055.8    (meters)    3464.     (feet)  VERT ANG  
 SR1068  ___________________________________________________________________
 SR1068  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 SR1068  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SR1068
 SR1068  HORZ ORDER  -  SECOND
 SR1068
 SR1068.The horizontal coordinates were established by classical geodetic methods
 SR1068.and adjusted by the National Geodetic Survey in July 1992..
 SR1068
 SR1068.The orthometric height was determined by vertical angle observations.
 SR1068
 SR1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1068
 SR1068.The geoid height was determined by GEOID03.
 SR1068
 SR1068;                    North         East     Units Scale Factor Converg.
 SR1068;SPC MT       -   347,256.471   653,720.190   MT  0.99941238   +0 31 14.2
 SR1068;SPC MT       - 1,139,292.88  2,144,751.28   iFT  0.99941238   +0 31 14.2
 SR1068;UTM  12      - 5,248,979.168   666,970.087   MT  0.99994263   +1 37 39.7
 SR1068
 SR1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1068!SPC MT       -   0.99983675  x   0.99941238  =   0.99924923
 SR1068!UTM  12      -   0.99983675  x   0.99994263  =   0.99977939
 SR1068
 SR1068|---------------------------------------------------------------------|
 SR1068| PID    Reference Object                     Distance      Geod. Az  |
 SR1068|                                                           dddmmss.s |
 SR1068| CQ5157 BOX RM 1                              8.454 METERS 09931     |
 SR1068| CQ5156 BOX AZ MK                                          2164144.6 |
 SR1068| CQ5158 BOX RM 2                             13.860 METERS 32414     |
 SR1068|---------------------------------------------------------------------|
 SR1068
 SR1068                          SUPERSEDED SURVEY CONTROL
 SR1068
 SR1068  NAD 83(1986)-  47 22 22.53271(N)    108 47 17.80047(W) AD(       ) 2
 SR1068  NAD 27      -  47 22 22.60280(N)    108 47 15.25460(W) AD(       ) 2
 SR1068  NGVD 29 (07/19/86) 1055.0    (m)         3461.     (f) VERT ANG       
 SR1068
 SR1068.Superseded values are not recommended for survey control.
 SR1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1068.See file dsdata.txt to determine how the superseded data were derived.
 SR1068
 SR1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT6697048979(NAD 83)
 SR1068_MARKER: DS = TRIANGULATION STATION DISK
 SR1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1068
 SR1068  HISTORY     - Date     Condition        Report By
 SR1068  HISTORY     - 1961     MONUMENTED       CGS
 SR1068  HISTORY     - 1972     GOOD             NGS
 SR1068
 SR1068                          STATION DESCRIPTION
 SR1068
 SR1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1068'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF ROY AND 0.15
 SR1068'MILE NORTHWEST OF STATE HIGHWAY 19, ON A SMALL PROMINENT BUTTE.
 SR1068'
 SR1068'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ROY, GO EASTERLY
 SR1068'ON STATE HIGHWAY 19 FOR 7.5 MILES TO AN INTERSECTION, TURN
 SR1068'LEFT AND CONTINUE NORTH AND NORTHEAST ON HIGHWAY 19 FOR 1.3
 SR1068'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHEASTERLY
 SR1068'FOR 0.5 MILE TO A WIRE GATE ON THE LEFT JUST BEFORE REACHING
 SR1068'THE TOP OF THE GRADE, TURN LEFT THROUGH THE GATE AND FOLLOW
 SR1068'A TRACK ROAD FOR 0.15 MILE TO THE TOP OF THE BUTTE AND THE
 SR1068'STATION.
 SR1068'
 SR1068'THE STATION MARK IS A STANDARD DISK STAMPED BOX 1961, SET
 SR1068'IN A SQURE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 SR1068'24 FEET WEST OF THE LOWER OF TWO TRANSMISSION POLES BEARING
 SR1068'TELEVISION ANTENNA.
 SR1068'
 SR1068'R.M. 1 IS A STANDARD DISK STAMPED BOX NO 1 1961, SET IN A SQUARE
 SR1068'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS 3.8 FEET EAST
 SR1068'OF THE LOWER OF THE TWO POLES.
 SR1068'
 SR1068'R.M. 2 IS A STANDARD DISK STAMPED BOX NO 2 1961, CEMENTED
 SR1068'IN A DRILL HOLE IN THE CENTER OF THE TOP OF A LARGE ROUNDED
 SR1068'BOULDER THAT PROJECTS 3 FEET AND IS ABOUT 4 FEET LOWER THAN
 SR1068'THE STATION MARK.
 SR1068'
 SR1068'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOX 1961, SET IN A
 SR1068'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 50
 SR1068'FEET NORTH OF THE CENTER OF STATE HIGHWAY 19 AND 2.2 FEET
 SR1068'NORTHEAST OF A WITNESS POST.
 SR1068
 SR1068                          STATION RECOVERY (1972)
 SR1068
 SR1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1068'THE STATION IS LOCATED ABOUT 26.5 MILES NORTHWEST OF WINNETT,
 SR1068'10 MILES NORTH OF GRASSRANGE, 9 MILES NORTHEAST OF ROY AND
 SR1068'ON A SMALL PROMINENT BUTTE.  IT IS ON THE PROPERTY OF BUREAU
 SR1068'OF LAND MANAGEMENT AND 0.15 MILE NORTHWEST OF U.S. HIGHWAY 191.
 SR1068'
 SR1068'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 191 AND STATE
 SR1068'HIGHWAY 19 ABOUT 7.5 MILES EAST OF ROY, GO NORTH AND NORTHEAST
 SR1068'ON HIGHWAY 191 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 SR1068'CONTINUE NORTH AND NORTHEAST ON 191 FOR 0.5 MILE TO A GATE
 SR1068'AND TRACK ROAD LEFT, JUST BEFORE REACHING THE TOP OF A GRADE.
 SR1068'TURN LEFT AND GO NORTHWEST UP THE GRADE FOR 0.15 MILE TO THE
 SR1068'TOP OF THE BUTTE AND STATION.
 SR1068'
 SR1068'THE STATION MARK IS A STANDARD DISK STAMPED BOX 1961, SET IN
 SR1068'THE TOP OF A SQUARE POST THAT PROJECTS 4 INCHES.  IT IS 38
 SR1068'FEET WEST OF A TIN SHED, 24 FEET WEST OF A POLE BEARING A
 SR1068'TELEVISION ANTENNA, 23 FEET EAST OF THE WEST EDGE OF A
 SR1068'OUTCROPPING OF BEDROCK.
 SR1068'
 SR1068'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOX NO 1 1961,
 SR1068'SET IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE
 SR1068'GROUND.  IT IS 11 FEET NORTH-NORTHWEST OF A TIN SHED, 4 FEET
 SR1068'EAST OF A TELEVISION ANTENNA POLE.
 SR1068'
 SR1068'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOX NO 2 1961,
 SR1068'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE TOP OF A ROUND
 SR1068'BOULDER THAT PROJECTS 3 FEET.  IT IS ABOUT 27 FEET NORTH OF
 SR1068'THE WEST EDGE OF A LARGE OUTCROPPING OF BEDROCK AND ABOUT
 SR1068'4 FEET LOWER THAN THE STATION.
 SR1068'
 SR1068'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOX 1961, SET
 SR1068'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 SR1068'GROUND.  IT IS 60 FEET NORTH-NORTHWEST OF U.S. HIGHWAY 191,
 SR1068'31 FEET NORTH-NORTHEAST OF A POWER POLE, 2.5 FEET NORTH OF
 SR1068'A METAL WITNESS POST WITH SIGN.
 SR1068'
 SR1068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.0 MILES
 SR1068'NORTHEAST OF ROY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0434 ***********************************************************************
 TK0434  DESIGNATION -  BOX
 TK0434  PID         -  TK0434
 TK0434  STATE/COUNTY-  MT/BLAINE
 TK0434  USGS QUAD   -  BIG COULEE (1964)
 TK0434
 TK0434                         *CURRENT SURVEY CONTROL
 TK0434  ___________________________________________________________________
 TK0434* NAD 83(1992)-  48 25 13.17124(N)    108 58 54.20656(W)     ADJUSTED  
 TK0434* NAVD 88     -       849.2    (meters)    2786.     (feet)  VERTCON   
 TK0434  ___________________________________________________________________
 TK0434  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 TK0434  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TK0434
 TK0434  HORZ ORDER  -  THIRD
 TK0434
 TK0434.The horizontal coordinates were established by classical geodetic methods
 TK0434.and adjusted by the National Geodetic Survey in July 1992..
 TK0434
 TK0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0434
 TK0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0434
 TK0434.The geoid height was determined by GEOID03.
 TK0434
 TK0434;                    North         East     Units Scale Factor Converg.
 TK0434;SPC MT       -   463,542.586   638,349.373   MT  0.99969613   +0 22 44.8
 TK0434;SPC MT       - 1,520,809.01  2,094,322.09   iFT  0.99969613   +0 22 44.8
 TK0434;UTM  12      - 5,364,987.074   649,323.640   MT  0.99987396   +1 30 36.1
 TK0434
 TK0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0434!SPC MT       -   0.99986943  x   0.99969613  =   0.99956560
 TK0434!UTM  12      -   0.99986943  x   0.99987396  =   0.99974341
 TK0434
 TK0434:                Primary Azimuth Mark                     Grid Az
 TK0434:SPC MT       -  KUHR                                     191 54 51.0
 TK0434:UTM  12      -  KUHR                                     190 46 59.7
 TK0434
 TK0434|---------------------------------------------------------------------|
 TK0434| PID    Reference Object                     Distance      Geod. Az  |
 TK0434|                                                           dddmmss.s |
 TK0434| TK0465 KUHR                                APPROX. 8.5 KM 1921735.8 |
 TK0434|---------------------------------------------------------------------|
 TK0434
 TK0434                          SUPERSEDED SURVEY CONTROL
 TK0434
 TK0434  NAD 83(1986)-  48 25 13.17646(N)    108 58 54.18541(W) AD(       ) 3
 TK0434  NAD 27      -  48 25 13.19524(N)    108 58 51.61398(W) AD(       ) 3
 TK0434  NGVD 29 (07/19/86)  848.4    (m)         2783.     (f) VERT ANG       
 TK0434
 TK0434.Superseded values are not recommended for survey control.
 TK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0434.See file dsdata.txt to determine how the superseded data were derived.
 TK0434
 TK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU4932464987(NAD 83)
 TK0434_MARKER: DD = SURVEY DISK
 TK0434_SETTING: 0 = UNSPECIFIED SETTING
 TK0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0434
 TK0434  HISTORY     - Date     Condition        Report By
 TK0434  HISTORY     - 1955     MONUMENTED       USGS
 TK0434
 TK0434                          STATION DESCRIPTION
 TK0434
 TK0434'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0434'STATION IS LOCATED ABOUT 11 MI. S. AND 10 MI. E. OF CHINOOK, MONTANA.
 TK0434'
 TK0434'TO REACH FROM POST OFFICE IN CHINOOK, GO S. ON INDIANA AVENUE TO 13TH
 TK0434'STREET, THENCE LEFT 1/2 BLOCK, RIGHT 2.0 MI. TO Y-RD., THENCE LEFT ON
 TK0434'BARNEY OLSEN RD. 14.4 MI. TO T-RD., THENCE LEFT E. LEAVING BARNEY
 TK0434'OLSEN RD. 1.5 MI. TO Y-RD. THENCE LEFT ON MAIN TRACK RD. 2.0 MI.
 TK0434'FORD CREEK AND CONTINUE NE. 0.2 MI. TO Y-RD., THENCE LEFT 0.2 MI. TO
 TK0434'Y-RD., THENCE RIGHT 1.2 MI. TO WHERE THE RD. REACHES TOP OF RIDGE.
 TK0434'STATION LIES TO THE RIGHT OF RD. 200 FT.
 TK0434'
 TK0434'STATION MARK - STANDARD TABLET WELDED TO THE TOP OF AN IRON PIPE
 TK0434'PROJECTING 4 IN. STAMPED ---BOX 1955---.
 TK0434'
 TK0434'REFERENCE MARK NO.1 -CHISELED X ON BOULDER 26.55 FT.FROM STATION MARK,
 TK0434'S 88 DEG 22 MIN E.
 TK0434'
 TK0434'REFERENCE MARK NO.2 - COPPER WELD ROD PROJECTING 1.5 IN. ABOVE GROUND
 TK0434'SURFACE 39.3 FT. FROM STATION, N 11 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0650 ***********************************************************************
 TL0650  DESIGNATION -  BOX
 TL0650  PID         -  TL0650
 TL0650  STATE/COUNTY-  MT/HILL
 TL0650  USGS QUAD   -  FOURTEENMILE COULEE NW (1969)
 TL0650
 TL0650                         *CURRENT SURVEY CONTROL
 TL0650  ___________________________________________________________________
 TL0650* NAD 83(1992)-  48 25 33.01924(N)    110 22 53.05985(W)     ADJUSTED  
 TL0650* NAVD 88     -       955.     (meters)    3133.     (feet)  SCALED    
 TL0650  ___________________________________________________________________
 TL0650  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 TL0650  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 TL0650
 TL0650  HORZ ORDER  -  THIRD
 TL0650
 TL0650.The horizontal coordinates were established by classical geodetic methods
 TL0650.and adjusted by the National Geodetic Survey in July 1992..
 TL0650
 TL0650.The orthometric height was scaled from a topographic map.
 TL0650
 TL0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0650
 TL0650.The geoid height was determined by GEOID03.
 TL0650
 TL0650;                    North         East     Units Scale Factor Converg.
 TL0650;SPC MT       -   464,395.512   534,788.972   MT  0.99969852   -0 38 41.1
 TL0650;SPC MT       - 1,523,607.32  1,754,556.99   iFT  0.99969852   -0 38 41.1
 TL0650;UTM  12      - 5,363,817.001   545,763.233   MT  0.99962573   +0 27 46.0
 TL0650
 TL0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0650!SPC MT       -   0.99985283  x   0.99969852  =   0.99955139
 TL0650!UTM  12      -   0.99985283  x   0.99962573  =   0.99947861
 TL0650
 TL0650:                Primary Azimuth Mark                     Grid Az
 TL0650:SPC MT       -  RESERVOIR                                166 44 44.7
 TL0650:UTM  12      -  RESERVOIR                                165 38 17.6
 TL0650
 TL0650|---------------------------------------------------------------------|
 TL0650| PID    Reference Object                     Distance      Geod. Az  |
 TL0650|                                                           dddmmss.s |
 TL0650| TL0647 RESERVOIR                           APPROX. 5.4 KM 1660603.6 |
 TL0650|---------------------------------------------------------------------|
 TL0650
 TL0650                          SUPERSEDED SURVEY CONTROL
 TL0650
 TL0650  NAD 83(1986)-  48 25 33.01557(N)    110 22 53.04696(W) AD(       ) 3
 TL0650  NAD 27      -  48 25 33.10310(N)    110 22 50.18361(W) AD(       ) 3
 TL0650
 TL0650.Superseded values are not recommended for survey control.
 TL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0650.See file dsdata.txt to determine how the superseded data were derived.
 TL0650
 TL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU4576363817(NAD 83)
 TL0650_MARKER: Z = SEE DESCRIPTION
 TL0650_SETTING: 0 = UNSPECIFIED SETTING
 TL0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0650
 TL0650  HISTORY     - Date     Condition        Report By
 TL0650  HISTORY     - 1904     MONUMENTED       USGS
 TL0650
 TL0650                          STATION DESCRIPTION
 TL0650
 TL0650'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 TL0650'ON PROMINIENT HILL ABOUT 19 MI. W. AND 5 MI. N. OF BOX ELDER RAILROAD
 TL0650'STATION.
 TL0650'
 TL0650'STATION MARK - IRON BENCH MARK POST SET 40 IN. IN GROUND.
 TL0650'
 TL0650'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0415 ***********************************************************************
 SQ0415  DESIGNATION -  BOX AZ MK
 SQ0415  PID         -  SQ0415
 SQ0415  STATE/COUNTY-  MT/PHILLIPS
 SQ0415  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0415
 SQ0415                         *CURRENT SURVEY CONTROL
 SQ0415  ___________________________________________________________________
 SQ0415* NAD 83(1986)-  47 55 16.     (N)    107 40 41.     (W)     SCALED    
 SQ0415* NAVD 88     -       713.343  (meters)    2340.36   (feet)  ADJUSTED  
 SQ0415  ___________________________________________________________________
 SQ0415  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 SQ0415  DYNAMIC HT  -         713.384 (meters)    2340.49  (feet)  COMP
 SQ0415  MODELED GRAV-     980,646.3   (mgal)                       NAVD 88
 SQ0415
 SQ0415  VERT ORDER  -  SECOND    CLASS 0
 SQ0415
 SQ0415.The horizontal coordinates were scaled from a topographic map and have
 SQ0415.an estimated accuracy of +/- 6 seconds.
 SQ0415
 SQ0415.The orthometric height was determined by differential leveling
 SQ0415.and adjusted by the National Geodetic Survey in June 1991..
 SQ0415
 SQ0415.The geoid height was determined by GEOID03.
 SQ0415
 SQ0415.The dynamic height is computed by dividing the NAVD 88
 SQ0415.geopotential number by the normal gravity value computed on the
 SQ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0415.degrees latitude (g = 980.6199 gals.).
 SQ0415
 SQ0415.The modeled gravity was interpolated from observed gravity values.
 SQ0415
 SQ0415;                    North         East    Units  Estimated Accuracy
 SQ0415;SPC MT       -   409,510.      736,090.      MT  (+/- 180 meters Scaled)
 SQ0415
 SQ0415                          SUPERSEDED SURVEY CONTROL
 SQ0415
 SQ0415  NGVD 29 (??/??/92)  712.613  (m)         2337.96   (f) ADJ UNCH    2 0
 SQ0415
 SQ0415.Superseded values are not recommended for survey control.
 SQ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0415.See file dsdata.txt to determine how the superseded data were derived.
 SQ0415
 SQ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP999110(NAD 83)
 SQ0415_MARKER: DZ = AZIMUTH MARK DISK
 SQ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0415_STAMPING: BOX 1934 AZIMUTH
 SQ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0415+STABILITY: SURFACE MOTION
 SQ0415
 SQ0415  HISTORY     - Date     Condition        Report By
 SQ0415  HISTORY     - 1934     MONUMENTED       CGS
 SQ0415  HISTORY     - 1967     GOOD             USGS
 SQ0415
 SQ0415                          STATION DESCRIPTION
 SQ0415
 SQ0415'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SQ0415'9.7 MI SW FROM CONTENT.
 SQ0415'MALTA, 36 MI. SOUTH OF.  CONTENT, 9.0 MI. SOUTHWEST ON SUN PRAIRIE
 SQ0415'ROAD THEN 0.7 MI. NORTH ON RD. FROM.  ABOUT 0.5 MI. SE OF STATION BOX,
 SQ0415'1160 FT. NORTH ON ROAD FROM A CATTLEGUARD, 95 FT. EAST OF CENTERLINE
 SQ0415'OF ROAD, 50 FT. EAST OF FENCE.  IN CONC. POST, STD. DISK STAMPED BOX
 SQ0415'AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1130 ***********************************************************************
 SR1130  DESIGNATION -  BOX ELDER
 SR1130  PID         -  SR1130
 SR1130  STATE/COUNTY-  MT/FERGUS
 SR1130  USGS QUAD   -  HILGER NW (1985)
 SR1130
 SR1130                         *CURRENT SURVEY CONTROL
 SR1130  ___________________________________________________________________
 SR1130* NAD 83(1992)-  47 22 45.11619(N)    109 27 56.13535(W)     ADJUSTED  
 SR1130* NAVD 88     -      1214.2    (meters)    3984.     (feet)  VERTCON   
 SR1130  ___________________________________________________________________
 SR1130  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 SR1130  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 SR1130
 SR1130  HORZ ORDER  -  SECOND
 SR1130
 SR1130.The horizontal coordinates were established by classical geodetic methods
 SR1130.and adjusted by the National Geodetic Survey in July 1992..
 SR1130
 SR1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1130
 SR1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1130
 SR1130.The geoid height was determined by GEOID03.
 SR1130
 SR1130;                    North         East     Units Scale Factor Converg.
 SR1130;SPC MT       -   347,709.921   602,596.750   MT  0.99941307   +0 01 30.6
 SR1130;SPC MT       - 1,140,780.58  1,977,023.46   iFT  0.99941307   +0 01 30.6
 SR1130;UTM  12      - 5,248,445.896   615,825.132   MT  0.99976487   +1 07 45.2
 SR1130
 SR1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1130!SPC MT       -   0.99981186  x   0.99941307  =   0.99922504
 SR1130!UTM  12      -   0.99981186  x   0.99976487  =   0.99957678
 SR1130
 SR1130|---------------------------------------------------------------------|
 SR1130| PID    Reference Object                     Distance      Geod. Az  |
 SR1130|                                                           dddmmss.s |
 SR1130| CQ5159 BOX ELDER RM 1                        6.956 METERS 06343     |
 SR1130| SR1129 NORTH MOCCASIN                      APPROX. 7.2 KM 1811335.4 |
 SR1130| CQ5160 BOX ELDER RM 2                        7.875 METERS 32309     |
 SR1130|---------------------------------------------------------------------|
 SR1130
 SR1130                          SUPERSEDED SURVEY CONTROL
 SR1130
 SR1130  NAD 83(1986)-  47 22 45.11360(N)    109 27 56.11619(W) AD(       ) 2
 SR1130  NAD 27      -  47 22 45.18640(N)    109 27 53.45180(W) AD(       ) 2
 SR1130  NGVD 29 (07/19/86) 1213.4    (m)         3981.     (f) VERT ANG       
 SR1130
 SR1130.Superseded values are not recommended for survey control.
 SR1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1130.See file dsdata.txt to determine how the superseded data were derived.
 SR1130
 SR1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1582548446(NAD 83)
 SR1130_MARKER: DS = TRIANGULATION STATION DISK
 SR1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1130
 SR1130  HISTORY     - Date     Condition        Report By
 SR1130  HISTORY     - 1961     MONUMENTED       CGS
 SR1130
 SR1130                          STATION DESCRIPTION
 SR1130
 SR1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1130'THE STATION IS LOCATED 5 MILES WEST AND 9 MILES NORTH OF HILGER,
 SR1130'12-1/2 MILES SOUTH AND 4-1/2 MILES WEST OF WINIFRED ON THE WEST
 SR1130'END OF A HIGH RIDGE.
 SR1130'
 SR1130'TO REACH FROM THE POST OFFICE AT THE JUNCTION OF STATE HIGHWAY
 SR1130'19 AND ROUTE 236 IN HILGER, GO WEST CROSSING RAILROAD TRACKS,
 SR1130'THEN NORTH ON ROUTE 236 FOR 3.0 MILES TO A FORK, KEEP LEFT AND GO
 SR1130'NORTH-WEST ON GRAVELED ROAD FOR 2.2 MILES TO A FORK, KEEP RIGHT
 SR1130'AND GO NORTH-WEST FOLLOWING MAIN TRAVELED ROAD FOR 5.7 MILES
 SR1130'TO A FORK, KEEP RIGHT AND GO NORTH FOR 0.9 MILE TO THE BOX ELDER
 SR1130'SCHOOL ON THE RIGHT, CONTINUE NORTH FOR 0.7 MILE TO A GATE ON
 SR1130'THE RIGHT, TURN RIGHT AND PASS THROUGH THE GATE AND GO EAST
 SR1130'ON TRACK ROAD FOR 0.1 MILE TO AN OLD BRIDGE, BEAR RIGHT AND
 SR1130'BYPASS OLD BRIDGE AND CONTINUE EAST FOR 0.05 MILE, THEN BEAR
 SR1130'RIGHT AND GO EAST ON DIM TRACK ROAD ALONG THE NORTH SIDE OF
 SR1130'A WASH FOR 0.5 MILE TO AN OLD BLADED ROAD ALONG THE WEST
 SR1130'SIDE OF A STEEP HILL.  TURN RIGHT AND GO SOUTH THEN EAST
 SR1130'UPHILL FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE
 SR1130'EAST FOR 0.5 MILE TO A SADDLE, TURN LEFT OFF TRACK ROAD
 SR1130'AND GO NORTHWEST UPHILL TO WEST EDGE OF BENCH AND THE STATION
 SR1130'SITE.
 SR1130'
 SR1130'THE STATION MARK IS A STANDARD DISK, STAMPED BOXELDER NO 1 1961.
 SR1130'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 SR1130'FLUSH.  IT IS 80 FEET SOUTH OF AN EAST-WEST FENCE AND 5.2 FEET
 SR1130'EAST OF A WITNESS POST.
 SR1130'
 SR1130'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BOXELDER NO 1
 SR1130'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SR1130'THAT IS FLUSH.  IT IS 70 FEET SOUTH OF THE EAST-WEST FENCE AND
 SR1130'19.7 FEET EAST OF THE WITNESS POST.
 SR1130'
 SR1130'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BOXELDER NO 2
 SR1130'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SR1130'IS FLUSH.  IT IS 59 FEET SOUTH OF THE EAST-WEST FENCE AND 30.4
 SR1130'FEET NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0460 ***********************************************************************
 TK0460  DESIGNATION -  BOX ELDER
 TK0460  PID         -  TK0460
 TK0460  STATE/COUNTY-  MT/BLAINE
 TK0460  USGS QUAD   -  LOHMAN (1964)
 TK0460
 TK0460                         *CURRENT SURVEY CONTROL
 TK0460  ___________________________________________________________________
 TK0460* NAD 83(1992)-  48 31 41.51548(N)    109 29 45.29155(W)     ADJUSTED  
 TK0460* NAVD 88     -       888.1    (meters)    2914.     (feet)  VERTCON   
 TK0460  ___________________________________________________________________
 TK0460  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 TK0460  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TK0460
 TK0460  HORZ ORDER  -  FIRST
 TK0460
 TK0460.The horizontal coordinates were established by classical geodetic methods
 TK0460.and adjusted by the National Geodetic Survey in July 1992..
 TK0460
 TK0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0460
 TK0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0460
 TK0460.The geoid height was determined by GEOID03.
 TK0460
 TK0460;                    North         East     Units Scale Factor Converg.
 TK0460;SPC MT       -   475,407.831   600,301.693   MT  0.99974468   +0 00 10.8
 TK0460;SPC MT       - 1,559,736.98  1,969,493.74   iFT  0.99974468   +0 00 10.8
 TK0460;UTM  12      - 5,376,102.268   611,046.400   MT  0.99975150   +1 07 37.6
 TK0460
 TK0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0460!SPC MT       -   0.99986334  x   0.99974468  =   0.99960806
 TK0460!UTM  12      -   0.99986334  x   0.99975150  =   0.99961488
 TK0460
 TK0460:                Primary Azimuth Mark                     Grid Az
 TK0460:SPC MT       -  CHINOOK MUNICIPAL TANK                   069 30 05.3
 TK0460:UTM  12      -  CHINOOK MUNICIPAL TANK                   068 22 38.5
 TK0460
 TK0460|---------------------------------------------------------------------|
 TK0460| PID    Reference Object                     Distance      Geod. Az  |
 TK0460|                                                           dddmmss.s |
 TK0460| TK0454 CHINOOK MUNICIPAL TANK              APPROX.21.0 KM 0693016.1 |
 TK0460| TK0452 CHINOOK U AND I SUGAR CO STK        APPROX.21.7 KM 0711342.8 |
 TK0460| CQ5161 BOX ELDER AZ MK                                    1051549.1 |
 TK0460| CQ5163 BOX ELDER RM 1                       51.170 METERS 11013     |
 TK0460| TK0490 MOUNT BEAR PAW HIGHEST PEAK         APPROX.43.7 KM 1951620.7 |
 TK0460| CQ5164 BOX ELDER RM 2                       42.153 METERS 20705     |
 TK0460| TK0510 SADDLE BUTTE HIGHEST PEAK           APPROX.10.3 KM 2642434.9 |
 TK0460| TK0515 HAVRE MUNICIPAL AIRPORT BEACON      APPROX.19.7 KM 2755535.5 |
 TK0460| TK0509 HAVRE RADIO STATION KAVR MAST       APPROX.11.8 KM 2874606.9 |
 TK0460| TK0508 HAVRE RADIO STATION KOJM MAST       APPROX.12.4 KM 2912932.1 |
 TK0460|---------------------------------------------------------------------|
 TK0460
 TK0460                          SUPERSEDED SURVEY CONTROL
 TK0460
 TK0460  NAD 83(1986)-  48 31 41.51945(N)    109 29 45.27676(W) AD(       ) 1
 TK0460  NAD 27      -  48 31 41.52200(N)    109 29 42.59300(W) AD(       ) 1
 TK0460  NGVD 29 (07/19/86)  887.4    (m)         2911.     (f) VERT ANG       
 TK0460
 TK0460.Superseded values are not recommended for survey control.
 TK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0460.See file dsdata.txt to determine how the superseded data were derived.
 TK0460
 TK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU1104676102(NAD 83)
 TK0460_MARKER: DD = SURVEY DISK
 TK0460_SETTING: 0 = UNSPECIFIED SETTING
 TK0460
 TK0460  HISTORY     - Date     Condition        Report By
 TK0460  HISTORY     - 1949     MONUMENTED       USGS
 TK0460  HISTORY     - 1964     GOOD             USGS
 TK0460
 TK0460                          STATION DESCRIPTION
 TK0460
 TK0460'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MJT)
 TK0460'THE STATION IS LOCATED ABOUT 9 MILES EAST OF HAVRE, ON THE
 TK0460'HIGHEST POINT OF A RIDGE, IN PASTURE LAND OWNED BY MR. C.A.
 TK0460'STRANHAM, AND 8.7 FEET SOUTHEAST OF A WITNESS POST.  IT IS
 TK0460'A USGS SURVEY DISK, UNSTAMPED, ON THE TOP OF A 3-INCH IRON
 TK0460'PIPE THAT PROJECTS 14 INCHES.
 TK0460'
 TK0460'TO REACH THE STATION FROM THE HAVRE POST OFFICE, GO FIRST
 TK0460'NORTH THEN EAST ON U.S. HIGHWAY NO. 2 FOR 9.1 MILES.  THEN
 TK0460'RIGHT, SOUTHERLY AND UP A STEEP HILL, FOR 3.5 MILES TO A
 TK0460'NATURAL GAS BOOSTER PLANT ON THE RIGHT.  THEN RIGHT, WESTERLY,
 TK0460'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 TK0460'CONTINUE WESTERLY FOR 0.1 MILE TO A FORK.  THEN LEFT FOR
 TK0460'0.3 MILE TO A FORK.  THEN RIGHT FOR 0.3 MILE TO THE STATION
 TK0460'AS DESCRIBED.
 TK0460'
 TK0460'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE APPROXIMATE
 TK0460'CENTERLINE OF THE TRACK ROAD AND AT ABOUT THE SAME ELEVATION
 TK0460'AS THE STATION.  IT IS A STANDARD DISK STAMPED BOX ELDER
 TK0460'USGS NO 1 1949 SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 TK0460'5 INCHES.
 TK0460'
 TK0460'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION.
 TK0460'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 TK0460'PROJECTS ABOUT 1 FOOT.
 TK0460'
 TK0460'THE AZIMUTH MARK IS 0.7 MILE FROM THE STATION, 0.3 MILE
 TK0460'WESTERLY OF A NATURAL GAS BOOSTER PLANT, 18 FEET NORTH OF
 TK0460'THE APPROXIMATE CENTERLINE OF A TRACK ROAD, AND 4.5 FEET WEST
 TK0460'OF A WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP
 TK0460'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES,
 TK0460'AND THE DISK IS STAMPED BOX ELDER USGS 1949.
 TK0460'
 TK0460'A FOUR FOOT WOODEN STAND AT BOX ELDER (USGS) WILL SEE A
 TK0460'FOUR FOOT WOODEN STAND AT WALKER (USGS), FIFTEENMILE (USGS),
 TK0460'BLAINE, BEAN, CLEAR, CLIFF, AND HILL.  A 10 FOOT WOODEN STAND
 TK0460'AT YANT.  AND A 15 FOOT WOODEN STAND AT DAVIS.
 TK0460
 TK0460                          STATION RECOVERY (1964)
 TK0460
 TK0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TK0460'RECOVERED.
 TK0460'
 TK0460'STATION MARK - STANDARD USGS TABLET UNSTAMPED, ON TOP OF A 3 IN. IRON
 TK0460'PIPE THAT PROJECTS 14 IN.
 TK0460'
 TK0460'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0633 ***********************************************************************
 TH0633  DESIGNATION -  BOX ELDER
 TH0633  PID         -  TH0633
 TH0633  STATE/COUNTY-  MT/ROOSEVELT
 TH0633  USGS QUAD   -  CALAIS (1989)
 TH0633
 TH0633                         *CURRENT SURVEY CONTROL
 TH0633  ___________________________________________________________________
 TH0633* NAD 83(1992)-  48 10 36.53490(N)    104 48 26.81412(W)     ADJUSTED  
 TH0633* NAVD 88     -       716.     (meters)    2349.     (feet)  VERTCON   
 TH0633  ___________________________________________________________________
 TH0633  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TH0633  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 TH0633
 TH0633  HORZ ORDER  -  SECOND
 TH0633
 TH0633.The horizontal coordinates were established by classical geodetic methods
 TH0633.and adjusted by the National Geodetic Survey in July 1992..
 TH0633
 TH0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0633
 TH0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0633
 TH0633.The geoid height was determined by GEOID03.
 TH0633
 TH0633;                    North         East     Units Scale Factor Converg.
 TH0633;SPC MT       -   446,794.535   948,636.764   MT  0.99959986   +3 25 57.4
 TH0633;SPC MT       - 1,465,861.34  3,112,325.34   iFT  0.99959986   +3 25 57.4
 TH0633;UTM  13      - 5,335,970.733   514,314.333   MT  0.99960252   +0 08 36.6
 TH0633
 TH0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0633!SPC MT       -   0.99989064  x   0.99959986  =   0.99949054
 TH0633!UTM  13      -   0.99989064  x   0.99960252  =   0.99949320
 TH0633
 TH0633                          SUPERSEDED SURVEY CONTROL
 TH0633
 TH0633  NAD 83(1986)-  48 10 36.53205(N)    104 48 26.80940(W) AD(       ) 2
 TH0633  NAD 27      -  48 10 36.46033(N)    104 48 24.93032(W) AD(       ) 2
 TH0633  NGVD 29 (07/19/86)  715.     (m)         2346.     (f) VERT ANG       
 TH0633
 TH0633.Superseded values are not recommended for survey control.
 TH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0633.See file dsdata.txt to determine how the superseded data were derived.
 TH0633
 TH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP1431435971(NAD 83)
 TH0633_MARKER: DD = SURVEY DISK
 TH0633_SETTING: 0 = UNSPECIFIED SETTING
 TH0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0633
 TH0633  HISTORY     - Date     Condition        Report By
 TH0633  HISTORY     - 1948     MONUMENTED       MORC
 TH0633
 TH0633                          STATION DESCRIPTION
 TH0633
 TH0633'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (FXP)
 TH0633'THIS IS A TRAVERSE STATION.
 TH0633'
 TH0633'LOCATED ABOUT 5 MILES EAST-NORTHEAST OF BROCKTON, NEAR THE SOUTHWEST
 TH0633'EDGE OF A HILL IN A PASTURE, 0.1 MILE WEST OF A TRACK ROAD, AND 134
 TH0633'FEET SOUTH OF THE SOUTH EDGE OF A DEEP COULEE.
 TH0633'
 TH0633'IT IS A MISSOURI RIVER COMMISSION CAP, UNSTAMPED, FASTENED TO THE
 TH0633'TOP OF A 4-1/2 INCH IRON PIPE THAT PROJECTS 3 INCHES.
 TH0633'
 TH0633'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BO AND THE
 TH0633'DISTANCE WAS FOUND TO BE 244.873 METERS OR 803.39 FEET.
 TH0633'
 TH0633'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BROCKTON, GO
 TH0633'EASTERLY ON U.S. HIGHWAY 2 FOR 3.8 MILES.  THEN LEFT ON A MACADAM
 TH0633'ROAD (OLD U.S. HIGHWAY NO. 2) 1.3 MILES TO WIRE GATE ON THE LEFT.
 TH0633'THEN GO THROUGH THE GATE, CONTINUE NORTHERLY ON A TRACK ROAD
 TH0633'0.35 MILE.  THEN LEFT, NORTHWESTERLY, ACROSS THE PASTURE FOR 0.1
 TH0633'MILE TO THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0417 ***********************************************************************
 SQ0417  DESIGNATION -  BOX RM 1
 SQ0417  PID         -  SQ0417
 SQ0417  STATE/COUNTY-  MT/PHILLIPS
 SQ0417  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0417
 SQ0417                         *CURRENT SURVEY CONTROL
 SQ0417  ___________________________________________________________________
 SQ0417* NAD 83(1986)-  47 55 39.     (N)    107 40 55.     (W)     SCALED    
 SQ0417* NAVD 88     -       714.065  (meters)    2342.73   (feet)  ADJUSTED  
 SQ0417  ___________________________________________________________________
 SQ0417  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 SQ0417  DYNAMIC HT  -         714.107 (meters)    2342.87  (feet)  COMP
 SQ0417  MODELED GRAV-     980,646.8   (mgal)                       NAVD 88
 SQ0417
 SQ0417  VERT ORDER  -  SECOND    CLASS 0
 SQ0417
 SQ0417.The horizontal coordinates were scaled from a topographic map and have
 SQ0417.an estimated accuracy of +/- 6 seconds.
 SQ0417
 SQ0417.The orthometric height was determined by differential leveling
 SQ0417.and adjusted by the National Geodetic Survey in June 1991..
 SQ0417
 SQ0417.The geoid height was determined by GEOID03.
 SQ0417
 SQ0417.The dynamic height is computed by dividing the NAVD 88
 SQ0417.geopotential number by the normal gravity value computed on the
 SQ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0417.degrees latitude (g = 980.6199 gals.).
 SQ0417
 SQ0417.The modeled gravity was interpolated from observed gravity values.
 SQ0417
 SQ0417;                    North         East    Units  Estimated Accuracy
 SQ0417;SPC MT       -   410,210.      735,790.      MT  (+/- 180 meters Scaled)
 SQ0417
 SQ0417                          SUPERSEDED SURVEY CONTROL
 SQ0417
 SQ0417  NGVD 29 (??/??/92)  713.336  (m)         2340.34   (f) ADJ UNCH    2 0
 SQ0417
 SQ0417.Superseded values are not recommended for survey control.
 SQ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0417.See file dsdata.txt to determine how the superseded data were derived.
 SQ0417
 SQ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP996117(NAD 83)
 SQ0417_MARKER: DR = REFERENCE MARK DISK
 SQ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0417_STAMPING: BOX NO 1 1934
 SQ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0417+STABILITY: SURFACE MOTION
 SQ0417
 SQ0417  HISTORY     - Date     Condition        Report By
 SQ0417  HISTORY     - 1934     MONUMENTED       CGS
 SQ0417  HISTORY     - 1948     GOOD             NGS
 SQ0417
 SQ0417                          STATION DESCRIPTION
 SQ0417
 SQ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0417'11.75 MI SW FROM CONTENT.
 SQ0417'10.5 MILES SOUTHWEST ALONG A DIRT ROAD LEADING FROM THE ABANDONED POST
 SQ0417'OFFICE AT CONTENT TO SUN PRAIRIE, THENCE 1.25 MILES NORTH ALONG A DIRT
 SQ0417'ROAD, 166.8 FEET SOUTHEAST OF BOX R.M. 2, 105.9 FEET EAST OF
 SQ0417'TRIANGULATION STATION BOX 1934, 48.5 FEET EAST OF THE CENTER LINE OF
 SQ0417'THE ROAD, 7.3 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 1.2 FEET
 SQ0417'EAST OF A WIRE FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 SQ0417'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0485 ***********************************************************************
 TK0485  DESIGNATION -  BOYCE
 TK0485  PID         -  TK0485
 TK0485  STATE/COUNTY-  MT/HILL
 TK0485  USGS QUAD   -  BEARPAW LAKE (1984)
 TK0485
 TK0485                         *CURRENT SURVEY CONTROL
 TK0485  ___________________________________________________________________
 TK0485* NAD 83(1992)-  48 20 09.42147(N)    109 43 50.42987(W)     ADJUSTED  
 TK0485* NAVD 88     -      1508.8    (meters)    4950.     (feet)  VERTCON   
 TK0485  ___________________________________________________________________
 TK0485  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 TK0485  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TK0485
 TK0485  HORZ ORDER  -  THIRD
 TK0485
 TK0485.The horizontal coordinates were established by classical geodetic methods
 TK0485.and adjusted by the National Geodetic Survey in July 1992..
 TK0485
 TK0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0485
 TK0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0485
 TK0485.The geoid height was determined by GEOID03.
 TK0485
 TK0485;                    North         East     Units Scale Factor Converg.
 TK0485;SPC MT       -   454,061.605   582,903.687   MT  0.99966068   -0 10 07.5
 TK0485;SPC MT       - 1,489,703.43  1,912,413.67   iFT  0.99966068   -0 10 07.5
 TK0485;UTM  12      - 5,354,419.301   594,068.677   MT  0.99970872   +0 56 54.0
 TK0485
 TK0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0485!SPC MT       -   0.99976596  x   0.99966068  =   0.99942672
 TK0485!UTM  12      -   0.99976596  x   0.99970872  =   0.99947475
 TK0485
 TK0485:                Primary Azimuth Mark                     Grid Az
 TK0485:SPC MT       -  BOWERY PEAK LOH                          168 53 54.9
 TK0485:UTM  12      -  BOWERY PEAK LOH                          167 46 53.4
 TK0485
 TK0485|---------------------------------------------------------------------|
 TK0485| PID    Reference Object                     Distance      Geod. Az  |
 TK0485|                                                           dddmmss.s |
 TK0485| TK0491 BOWERY PEAK LOH                     APPROX.17.5 KM 1684347.4 |
 TK0485| TK0495 SQUARE BUTTE                        APPROX.14.4 KM 2671036.8 |
 TK0485|---------------------------------------------------------------------|
 TK0485
 TK0485                          SUPERSEDED SURVEY CONTROL
 TK0485
 TK0485  NAD 83(1986)-  48 20 09.42221(N)    109 43 50.41431(W) AD(       ) 3
 TK0485  NAD 27      -  48 20 09.44936(N)    109 43 47.68024(W) AD(       ) 3
 TK0485  NGVD 29 (07/19/86) 1508.0    (m)         4947.     (f) VERT ANG       
 TK0485
 TK0485.Superseded values are not recommended for survey control.
 TK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0485.See file dsdata.txt to determine how the superseded data were derived.
 TK0485
 TK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU9406954419(NAD 83)
 TK0485
 TK0485  HISTORY     - Date     Condition        Report By
 TK0485  HISTORY     - 1957     MONUMENTED       USGS
 TK0485  HISTORY     - 1959     GOOD             USGS
 TK0485
 TK0485                          STATION DESCRIPTION
 TK0485
 TK0485'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TK0485'STATION LOCATED ABOUT 15 MI. S. AND 3 MI. W. OF HAVRE, ABOUT 4 MI. W.
 TK0485'OF BEAVER CREEK ON THE HIGHEST POINT OF NO.1 MOUNTAIN.
 TK0485'
 TK0485'TO REACH FROM THE CORNER OF 11TH STREET AND 5TH AVENUE IN HAVRE,
 TK0485'PROCEED S. ON 5TH AVENUE, WHICH IS THE BEAVER CREEK RD., FOR 14.4 MI.
 TK0485'TO Y-RD.  TURN RIGHT LEAVING BEAVER CREEK RD. FOR 2.7 MI. TO DIM RD.
 TK0485'LEFT JUST E. OF STEVE BOYCES RANCH.  TURN LEFT AND FOLLOW DIM RD. 1.3
 TK0485'MI. TO TOP HAVING TV. TOWERS.  A JEEP IS NECESSARY FOR THE LATTER PART
 TK0485'OF THIS DISTANCE.
 TK0485'
 TK0485'FROM THIS POINT THE STATION IS VISIBLE WSW. ABOUT 0.5 MI.  PROCEED
 TK0485'AFOOT AROUND THE RIM TO STATION.
 TK0485'
 TK0485'RECOVERED.
 TK0485'
 TK0485'STATION MARK - STANDARD USGS TABLET CEMENTED IN ROCK OUTCROP STAMPED
 TK0485'---BOYCE, 1957 VABM 4946---.
 TK0485'
 TK0485'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0587 ***********************************************************************
 ST0587  DESIGNATION -  BOYD
 ST0587  PID         -  ST0587
 ST0587  STATE/COUNTY-  MT/MISSOULA
 ST0587  USGS QUAD   -  WOODWORTH (1965)
 ST0587
 ST0587                         *CURRENT SURVEY CONTROL
 ST0587  ___________________________________________________________________
 ST0587* NAD 83(1992)-  47 04 15.88481(N)    113 20 07.03494(W)     ADJUSTED  
 ST0587* NAVD 88     -      1715.3    (meters)    5628.     (feet)  VERTCON   
 ST0587  ___________________________________________________________________
 ST0587  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 ST0587  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 ST0587
 ST0587  HORZ ORDER  -  FIRST
 ST0587
 ST0587.The horizontal coordinates were established by classical geodetic methods
 ST0587.and adjusted by the National Geodetic Survey in July 1992..
 ST0587
 ST0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0587
 ST0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0587
 ST0587.The geoid height was determined by GEOID03.
 ST0587
 ST0587;                    North         East     Units Scale Factor Converg.
 ST0587;SPC MT       -   320,600.925   308,983.556   MT  0.99939315   -2 48 19.9
 ST0587;SPC MT       - 1,051,840.31  1,013,725.58   iFT  0.99939315   -2 48 19.9
 ST0587;UTM  12      - 5,215,709.280   322,697.502   MT  0.99998637   -1 42 37.2
 ST0587
 ST0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0587!SPC MT       -   0.99973336  x   0.99939315  =   0.99912667
 ST0587!UTM  12      -   0.99973336  x   0.99998637  =   0.99971973
 ST0587
 ST0587|---------------------------------------------------------------------|
 ST0587| PID    Reference Object                     Distance      Geod. Az  |
 ST0587|                                                           dddmmss.s |
 ST0587| CN4037 BOYD RM 1                            30.218 METERS 11339     |
 ST0587| CN4038 BOYD RM 2                            31.669 METERS 26234     |
 ST0587| ST0583 MORRELL MT LOOKOUT TOWER            APPROX.13.3 KM 3523417.9 |
 ST0587|---------------------------------------------------------------------|
 ST0587
 ST0587                          SUPERSEDED SURVEY CONTROL
 ST0587
 ST0587  NAD 83(1986)-  47 04 15.89182(N)    113 20 07.02067(W) AD(       ) 1
 ST0587  NAD 27      -  47 04 16.11911(N)    113 20 03.76061(W) AD(       ) 1
 ST0587  NGVD 29 (07/19/86) 1714.2    (m)         5624.     (f) VERT ANG       
 ST0587
 ST0587.Superseded values are not recommended for survey control.
 ST0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0587.See file dsdata.txt to determine how the superseded data were derived.
 ST0587
 ST0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT2269815709(NAD 83)
 ST0587_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ST0587
 ST0587  HISTORY     - Date     Condition        Report By
 ST0587  HISTORY     - 1968     MONUMENTED       CGS
 ST0587  HISTORY     - 1974     SEE DESCRIPTION  NGS
 ST0587
 ST0587                          STATION DESCRIPTION
 ST0587
 ST0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 ST0587'THE STATION IS LOCATED ON BOYD MOUNTAIN, ABOUT 11 MILES NORTHWEST
 ST0587'OF OVANDO, 10 MILES SOUTHEAST OF SEELEY LAKE, AND ABOUT 5 MILES
 ST0587'NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 200 AND 209 AT
 ST0587'CLEARWATER JUNCTION.  IT IS ON LAND OWNED BY ANACONDA FOREST
 ST0587'PRODUCTS.
 ST0587'
 ST0587'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 200 AND 209 AT
 ST0587'CLEARWATER JUNCTION, GO NORTHERLY ON STATE HIGHWAY 209 FOR 6.55
 ST0587'MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN BOYD MOUNTAIN.  TURN
 ST0587'RIGHT AND GO EAST ON A GRADED ROAD FOR 3.2 MILES TO A SIDE ROAD ON
 ST0587'THE RIGHT.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 1.15
 ST0587'MILES TO A FORK.  KEEP THE RIGHT FORK AND GO 0.05 MILE TO A FORK.
 ST0587'KEEP THE LEFT FORK AND FOLLOW THE MAIN ROAD ALONG THE NORTH
 ST0587'SIDE OF A SMALL LAKE FOR 0.7 MILE TO A FORK.  KEEP THE
 ST0587'RIGHT FORK AND GO 0.2 MILE TO A FORK.  KEEP THE LEFT FORK AND
 ST0587'FOLLOW THE MAIN TRAVELED ROAD FOR 0.1 MILE.  HERE TURN LEFT
 ST0587'LEAVING THE MAIN ROAD AND FOLLOWING DIM TRACKS NORTHEASTERLY UP
 ST0587'THE RIDGE FOR 0.45 MILE TO THE HIGHEST POINT AND THE STATION.
 ST0587'
 ST0587'THE STATION MARK IS A STANDARD DISK STAMPED BOYD 1968, SET IN THE
 ST0587'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 ST0587'ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET NORTH OF A 16-INCH
 ST0587'PINE TREE WITH A TRIANGULAR BLAZE.
 ST0587'
 ST0587'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOYD NO 1 1968,
 ST0587'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 ST0587'THE SURFACE OF THE GROUND.  IT IS 26 FEET NORTHEAST OF AN 8-INCH
 ST0587'PINE TREE AND 21 FEET WEST OF AN 8-INCH PINE TREE.
 ST0587'
 ST0587'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOYD NO 2 1968,
 ST0587'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 ST0587'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 3.5 FEET
 ST0587'SOUTHEAST OF A 10-INCH PINE TREE.
 ST0587
 ST0587                          STATION RECOVERY (1974)
 ST0587
 ST0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ST0587'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 ST0587'CONDITION, AND ADAQUATELY DESCRIBED, BUT NEW DIRECTIONS TO REACH
 ST0587'THE STATION ARE NEEDED.
 ST0587'
 ST0587'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 200
 ST0587'AND 209 AT CLEARWATER JUNCTION, GO NORTHERLY ON STATE HIGHWAY 209
 ST0587'FOR 6.5 MILES TO A FORK 50 YARDS BEYOND A CAMPGROUND ENTRANCE
 ST0587'ON THE LEFT.  KEEP RIGHT ON THE NARROW, POORLY MAINTAINED, BENCH
 ST0587'TYPE ROAD WHICH PARALLELS THE HIGHWAY AND GO UPHILL FOR 0.6 MILE,
 ST0587'KEEP LEFT FORK 0.2 MILE TO A REVERSE Y ON THE LEFT.  CONTINUE
 ST0587'STRAIGHT AHEAD 2.4 MILES ON THE MAIN TRAVELLED ROAD, ALONG THE
 ST0587'WESTERN SIDE OF THE RIDGE, SOMETIMES OVERLOOKING SALMON LAKE,
 ST0587'FORA FORK, KEEP RIGHT AND GO SOUTH ACROSS A SMALL STREAM AND
 ST0587'ALONG THE HILLSIDE FOR 0.35 MILE TO A DIM ROAD RIGHT ON A
 ST0587'HORSESHOE CURVE AT THE HEAD OF A VALLEY.  CONTINUE STRAIGHT AHEAD
 ST0587'AND AROUND CURVE FOR 0.8 MILE TO A FORK, KEEP LEFT AND FOLLOW THE
 ST0587'MAIN ROAD AROUND THE NORTHERN SIDE OF A SMALL LAKE FOR 0.35 MILE
 ST0587'TO A DIM FORK AT THE NORTHEAST CORNER OF THE LAKE.  KEEP LEFT
 ST0587'ON THE MAIN TRAVELLED ROAD 0.5 MILE TO A FORK, KEEP
 ST0587'LEFT 0.1 MILE TO A SADDLE AND A 2-FOOT DIAMETER FIR TREE ON THE
 ST0587'LEFT, (THIS TREE LEANS TO THE SOUTH AND HAS A TRIANGLE BLAZE ON
 ST0587'THE WEST SIDE).  FROM HERE GO SOUTHEASTERLY ALONG THE TOP OF
 ST0587'THE RIDGE, PICKING A ROUTE BETWEEN STUMPS AND DEADFALLS (SOME
 ST0587'CHAIN SAW WORK MAY BE REQUIRED) FOR 0.45 MILE TO A 20-INCH
 ST0587'PINE TREE WITH A TRIANGLE BLAZE, ON THE HIGHEST POINT OF THE
 ST0587'RIDGE, AND THE STATION 28 FEET NORTH OF THIS TREE.
 ST0587'
 ST0587'NO OBSERVATIONS WERE MADE DURING THIS VISIT.
 ST0587'
 ST0587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ST0587'5 MILES NORTHEAST OF CLEARWATER JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1110 ***********************************************************************
 SR1110  DESIGNATION -  BOYD
 SR1110  PID         -  SR1110
 SR1110  STATE/COUNTY-  MT/FERGUS
 SR1110  USGS QUAD   -  PIKE CREEK (1985)
 SR1110
 SR1110                         *CURRENT SURVEY CONTROL
 SR1110  ___________________________________________________________________
 SR1110* NAD 83(1992)-  47 02 14.02633(N)    109 15 27.62682(W)     ADJUSTED  
 SR1110* NAVD 88     -      1529.7    (meters)    5019.     (feet)  VERTCON   
 SR1110  ___________________________________________________________________
 SR1110  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 SR1110  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 SR1110
 SR1110  HORZ ORDER  -  FIRST
 SR1110
 SR1110.The horizontal coordinates were established by classical geodetic methods
 SR1110.and adjusted by the National Geodetic Survey in July 1992..
 SR1110
 SR1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1110
 SR1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1110
 SR1110.The geoid height was determined by GEOID03.
 SR1110
 SR1110;                    North         East     Units Scale Factor Converg.
 SR1110;SPC MT       -   309,742.222   618,406.317   MT  0.99939273   +0 10 38.1
 SR1110;SPC MT       - 1,016,214.64  2,028,892.12   iFT  0.99939273   +0 10 38.1
 SR1110;UTM  12      - 5,210,774.347   632,367.867   MT  0.99981534   +1 16 30.8
 SR1110
 SR1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1110!SPC MT       -   0.99976224  x   0.99939273  =   0.99915512
 SR1110!UTM  12      -   0.99976224  x   0.99981534  =   0.99957763
 SR1110
 SR1110|---------------------------------------------------------------------|
 SR1110| PID    Reference Object                     Distance      Geod. Az  |
 SR1110|                                                           dddmmss.s |
 SR1110| SR1111 TUFTED PINE RM                       15.892 METERS 08437     |
 SR1110| SR1112 TUFTED PINE                          12.740 METERS 09543     |
 SR1110| RV0733 ALASKA                              APPROX.16.9 KM 1715500.6 |
 SR1110| RV0743 GREAT FALLS BILLINGS AWY BN 48      APPROX.21.6 KM 1805355.3 |
 SR1110| CQ5165 BOYD RM 1                             8.978 METERS 28440     |
 SR1110| SR1114 LEWISTOWN RADIO STA KXLO MAST       APPROX.12.1 KM 2880937.2 |
 SR1110|---------------------------------------------------------------------|
 SR1110
 SR1110                          SUPERSEDED SURVEY CONTROL
 SR1110
 SR1110  NAD 83(1986)-  47 02 14.02303(N)    109 15 27.60589(W) AD(       ) 1
 SR1110  NAD 27      -  47 02 14.12100(N)    109 15 24.97800(W) AD(       ) 1
 SR1110  NGVD 29 (07/19/86) 1528.8    (m)         5016.     (f) VERT ANG       
 SR1110
 SR1110.Superseded values are not recommended for survey control.
 SR1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1110.See file dsdata.txt to determine how the superseded data were derived.
 SR1110
 SR1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT3236810774(NAD 83)
 SR1110_MARKER: DS = TRIANGULATION STATION DISK
 SR1110_SETTING: 66 = SET IN ROCK OUTCROP
 SR1110
 SR1110  HISTORY     - Date     Condition        Report By
 SR1110  HISTORY     - 1949     MONUMENTED       CGS
 SR1110  HISTORY     - 1961     GOOD             CGS
 SR1110
 SR1110                          STATION DESCRIPTION
 SR1110
 SR1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1110'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF LEWISTOWN,
 SR1110'ON THE TOP OF A HEAVILY TIMBERED HILL, ON PROPERTY OWNED
 SR1110'BY MR. J.W. CARRIGAN.
 SR1110'
 SR1110'TO REACH THE STATION FROM THE CHICAGO, MILWAUKEE AND ST. PAUL
 SR1110'RAILROAD DEPOT IN LEWISTOWN, GO EAST ON U.S. HIGHWAY NO. 87
 SR1110'FOR 7.9 MILES TO A GRADED DIRT ROAD ON THE RIGHT (JUST BEFORE
 SR1110'COMING TO THE TOP OF A HILL).  THEN RIGHT, SOUTHERLY, FOR
 SR1110'1.6 MILES TO A CATTLE GUARD.  CONTINUE ON THE MAIN TRAVELED
 SR1110'ROAD FOR 0.65 MILE TO A CROSSROAD.  CONTINUE ON MAIN TRAVELED
 SR1110'ROAD FOR 0.2 MILE TO A TRACK ROAD AND A WIRE GATE ON THE RIGHT.
 SR1110'THEN RIGHT, THROUGH GATE FOR 0.2 MILE TO A FORK.  THEN RIGHT
 SR1110'FOR 0.7 MILE TO A FORK NEAR THE NORTHWEST EDGE OF A
 SR1110'CULTIVATED FIELD.  THEN LEFT, SOUTHERLY, FOR 0.15 MILE TO A
 SR1110'WIRE GATE.  THEN THROUGH GATE, TURN LEFT, ON A DIM TRACK
 SR1110'ROAD THROUGH HEAVY TIMBER TO THE TOP OF THE HILL AND THE
 SR1110'STATION AS DESCRIBED.
 SR1110'
 SR1110'THE STATION MARK IS A STANDARD DISK STAMPED BOYD 1949 SET IN
 SR1110'A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS FLUSH WITH THE
 SR1110'GROUND.
 SR1110'
 SR1110'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BOYD NO 1
 SR1110'1949 SET IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 4 FEET IN
 SR1110'HEIGHT.
 SR1110'
 SR1110'TUFTED PINE (USGS) IS A LONE 16-INCH PINE TREE, 41.8 FEET
 SR1110'EASTERLY OF THE STATION.
 SR1110'
 SR1110'TUFTED PINE (USGS) REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY
 SR1110'BENCH MARK DISK, UNSTAMPED, SET IN A DRILL HOLE IN BEDROCK
 SR1110'THAT PROJECTS ABOUT 6 INCHES.  IT IS 14.6 FEET NORTHEASTERLY
 SR1110'OF TUFTED PINE (USGS).  ITS DISTANCE FROM BOYD IS THE RESULT
 SR1110'OF A SECOND ORDER TRAVERSE.
 SR1110'
 SR1110'NO AZIMUTH MARK WAS ESTABLISHED DUE TO THE HEAVY GROWTH OF
 SR1110'TIMBER.
 SR1110'
 SR1110'FOUR FOOT WOODEN STANDS AT SKAGGS (USGS), BLACKTAIL, BALDY,
 SR1110'PORT, BIG SPRING, LEWISTOWN MAGNETIC 1905, PYRAMID (USGS),
 SR1110'MILE, AND FOX PASS ARE VISIBLE FROM A 25 FOOT WOODEN STAND.
 SR1110
 SR1110                          STATION RECOVERY (1961)
 SR1110
 SR1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1110'ALL MARKS WERE RECOVERED AS DESCRIBED.  CEMENT WAS ADDED TO
 SR1110'THE STATION MARK AND TO R.M. 1 AS THE OLD WAS CRACKED BADLY.
 SR1110'A WITNESS POST WAS SET AT THE STATION.
 SR1110'
 SR1110'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF LEWISTOWN
 SR1110'ON THE TOP OF A HEAVILY WOODED HILL, ON PROPERTY OWNED BY
 SR1110'MR. J.W. CARRIGAN.
 SR1110'
 SR1110'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LEWISTOWN, GO
 SR1110'EAST ON U.S. HIGHWAY 87 FOR 7.9 MILES TO A ROAD RIGHT JUST BEFORE
 SR1110'REACHING THE TOP OF THE GRADE, TURN RIGHT AND FOLLOW THE
 SR1110'GRAVELED ROAD SOUTHERLY FOR 2.2 MILES TO THE SECOND CATTLE
 SR1110'GUARD, CONTINUE AHEAD FOR 0.15 MILE TO A LOCKED WIRE GATE
 SR1110'ON THE RIGHT.  (KEY TO BE OBTAINED FROM OWNER, WHO LIVES
 SR1110'ABOUT 0.25 MILE SOUTH OF THE GATE.) GO THROUGH THE GATE
 SR1110'AND FOLLOW THE TRACK ROAD 0.3 MILE TO A WIRE GATE, GO THROUGH
 SR1110'THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.15 MILE TO A
 SR1110'WIRE GATE, GO THROUGH THE GATE AND BEAR LEFT, CROSSING A HAY
 SR1110'FIELD IN A SOUTHERLY DIRECTION FOR 0.3 MILE TO A WIRE GATE
 SR1110'IN THE SOUTHWEST CORNER OF THE FIELD, GO THROUGH THE GATE
 SR1110'AND PICK A WAY WESTERLY THROUGH THE TREES TO THE HIGHEST PART OF
 SR1110'THE HILL AND THE STATION.
 SR1110'
 SR1110'THE STATION MARK IS A STANDARD DISK STAMPED BOYD 1949 SET IN
 SR1110'A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 6.8 FEET EAST
 SR1110'OF A WITNESS POST.
 SR1110'
 SR1110'R.M. 1 IS A STANDARD DISK STAMPED BOYD NO 1 1949, SET IN A
 SR1110'DRILL HOLE IN A LARGE BOULDER THAT PROJECTS ABOUT 4 FEET.
 SR1110'IT IS 27.4 FEET WEST OF THE WITNESS POST.
 SR1110'
 SR1110'R.M. 2 IS AN UNSTAMPED U.S.G.S. BENCH MARK DISK SET IN A
 SR1110'DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES AND IS 58.3 FEET
 SR1110'EAST OF THE WITNESS POST.  IT IS USED AS A REFERENCE MARK
 SR1110'FOR TUFTED PINE (USGS).
 SR1110'
 SR1110'TUFTED PINE (USGS) IS A PINE TREE ABOUT 16 INCHES IN DIAMETER
 SR1110'THAT HAS BEEN TOPPED ABOUT 40 FEET ABOVE THE GROUND.  IT
 SR1110'HAS CLEATS NAILED TO THE TRUNK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0350 ***********************************************************************
 QV0350  DESIGNATION -  BOZE
 QV0350  PID         -  QV0350
 QV0350  STATE/COUNTY-  MT/BIG HORN
 QV0350  USGS QUAD   -  DRY SOAP CREEK (1969)
 QV0350
 QV0350                         *CURRENT SURVEY CONTROL
 QV0350  ___________________________________________________________________
 QV0350* NAD 83(1993)-  45 11 22.19335(N)    107 41 12.50398(W)     ADJUSTED  
 QV0350* NAVD 88     -      1367.8    (meters)    4488.     (feet)  VERTCON   
 QV0350  ___________________________________________________________________
 QV0350  LAPLACE CORR-          -9.69  (seconds)                    DEFLEC99
 QV0350  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 QV0350
 QV0350  HORZ ORDER  -  SECOND
 QV0350
 QV0350.The horizontal coordinates were established by classical geodetic methods
 QV0350.and adjusted by the National Geodetic Survey in January 1997..
 QV0350
 QV0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0350
 QV0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0350
 QV0350.The geoid height was determined by GEOID03.
 QV0350
 QV0350;                    North         East     Units Scale Factor Converg.
 QV0350;SPC MT       -   106,071.888   742,464.342   MT  0.99989154   +1 19 34.9
 QV0350;SPC MT       -   348,004.88  2,435,906.63   iFT  0.99989154   +1 19 34.9
 QV0350;UTM  13      - 5,007,513.717   288,938.131   MT  1.00014777   -1 54 24.6
 QV0350
 QV0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0350!SPC MT       -   0.99978760  x   0.99989154  =   0.99967916
 QV0350!UTM  13      -   0.99978760  x   1.00014777  =   0.99993534
 QV0350
 QV0350|---------------------------------------------------------------------|
 QV0350| PID    Reference Object                     Distance      Geod. Az  |
 QV0350|                                                           dddmmss.s |
 QV0350| CQ5170 BOZE RM 1                            15.818 METERS 06905     |
 QV0350| QV0342 AIRWAY BCN 34 10 MI NW WYOLA        APPROX. 8.3 KM 0840602.1 |
 QV0350| CQ5169 BOZE AZ MK                                         1821357.3 |
 QV0350| CQ5171 BOZE RM 2                             9.550 METERS 18217     |
 QV0350|---------------------------------------------------------------------|
 QV0350
 QV0350                          SUPERSEDED SURVEY CONTROL
 QV0350
 QV0350  NAD 83(1992)-  45 11 22.18518(N)    107 41 12.49480(W) AD(       ) 2
 QV0350  NAD 83(1986)-  45 11 22.18455(N)    107 41 12.49071(W) AD(       ) 2
 QV0350  NAD 27      -  45 11 22.31810(N)    107 41 10.12130(W) AD(       ) 2
 QV0350  NGVD 29 (07/19/86) 1367.0    (m)         4485.     (f) VERT ANG       
 QV0350
 QV0350.Superseded values are not recommended for survey control.
 QV0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0350.See file dsdata.txt to determine how the superseded data were derived.
 QV0350
 QV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL8893807514(NAD 83)
 QV0350_MARKER: DS = TRIANGULATION STATION DISK
 QV0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0350
 QV0350  HISTORY     - Date     Condition        Report By
 QV0350  HISTORY     - 1957     MONUMENTED       CGS
 QV0350
 QV0350                          STATION DESCRIPTION
 QV0350
 QV0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0350'STATION IS ON A LOW HILL, IN THE CROW INDIAN RESERVATION,
 QV0350'ABOUT 1/4 MILE NORTH OF THE OLD BOZEMAN EMIGRANT ROAD AND
 QV0350'ABOUT 4 MILES WEST-NORTHWEST OF THE LODGE GRASS STORAGE
 QV0350'RESERVOIR.
 QV0350'
 QV0350'REACHED FROM THE CITY HALL IN LODGE GRASS BY GOING EAST FOR
 QV0350'1 BLOCK TO A CROSSROADS AND A TEXACO SERVICE STATION IN THE
 QV0350'SOUTHWEST ANGLE, BEAR RIGHT AND GO SOUTH ON A GRAVELED ROAD
 QV0350'FOR 0.2 MILE TO WHERE THE ROAD TURNS RIGHT JUST AFTER PASSING
 QV0350'A CHURCH ON THE RIGHT, BEAR RIGHT AND GO WEST AND SOUTHWEST
 QV0350'ON THE GRAVELED ROAD FOR 5.05 MILES TO A ROAD RIGHT AND CATTLE
 QV0350'GUARD, KEEP STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 8.0 MILES
 QV0350'TO A ROAD FORK AND SIGN WILLOW CREEK DAM, KEEP THE RIGHT FORK
 QV0350'UP-HILL (AIRWAY BEACON 34 IS ON TOP OF THE HILL AND SOUTH OF
 QV0350'THE ROAD) AND GO 4.5 MILES TO A CROSSROADS AND MAIL BOX ON
 QV0350'THE LEFT, BEAR RIGHT AND CONTINUE FOR 1.5 MILES TO A WIRE
 QV0350'GATE, PASS THROUGH THE GATE AND FOLLOW THE MAIN TRACK ROAD
 QV0350'SOUTHWEST FOR 0.15 MILE TO THREE ROAD FORKS, KEEP STRAIGHT
 QV0350'AHEAD ON THE MIDDLE ROAD AND GO UP-HILL FOR 0.1 MILE TO THE
 QV0350'END OF THE TRACK ROAD, KEEP STRAIGHT AHEAD, ACROSS
 QV0350'COUNTRY FOR 0.05 MILE TO THE HIGHEST POINT OF THE HILL AND
 QV0350'AZIMUTH MARK, BEAR RIGHT ON THE TRACK ROAD AND GO NORTH
 QV0350'UP-HILL FOR 0.15 MILE, LEAVE THE TRACK ROAD AND GO
 QV0350'WESTERLY, ACROSS COUNTRY FOR 0.2 MILE TO THE HIGHEST POINT
 QV0350'AND STATION.
 QV0350'
 QV0350'STATION MARKS ARE STANDARD DISKS, STAMPED BOZE 1957.  THE SURFACE
 QV0350'MARK IS SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST
 QV0350'PROJECTING 6 INCHES.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 QV0350'SET 3 FEET SOUTHWEST OF THE MARK.  THE UNDERGROUND MARK IS
 QV0350'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 QV0350'SURFACE.
 QV0350'
 QV0350'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOZE NO 1 1957,
 QV0350'SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING
 QV0350'4 INCHES.
 QV0350'
 QV0350'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOZE NO 2 1957,
 QV0350'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 1 X 2 FOOT BOULDER
 QV0350'PROJECTING 1 FOOT.
 QV0350'
 QV0350'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOZE 1957, SET IN
 QV0350'THE TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING 5 INCHES.
 QV0350'IT IS 111 FEET EAST OF THE NORTH ONE OF TWO TRANSMISSION LINE
 QV0350'POLES AND 177 FEET NORTHWEST OF THE NORTH ONE OF TWO TRANSMISSION
 QV0350'LINE POLES.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 QV0350'SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0749 ***********************************************************************
 QX0749  FBN         -  This is a Federal Base Network Control Station.
 QX0749  DESIGNATION -  BOZEMAN GPS
 QX0749  PID         -  QX0749
 QX0749  STATE/COUNTY-  MT/GALLATIN
 QX0749  USGS QUAD   -  BOZEMAN (1987)
 QX0749
 QX0749                         *CURRENT SURVEY CONTROL
 QX0749  ___________________________________________________________________
 QX0749* NAD 83(1999)-  45 39 47.00750(N)    111 02 46.14609(W)     ADJUSTED  
 QX0749* NAVD 88     -      1501.4    (meters)    4926.     (feet)  GPS OBS   
 QX0749  ___________________________________________________________________
 QX0749  X           -  -1,603,909.894 (meters)                     COMP
 QX0749  Y           -  -4,168,289.453 (meters)                     COMP
 QX0749  Z           -   4,540,219.302 (meters)                     COMP
 QX0749  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 QX0749  ELLIP HEIGHT-        1490.56  (meters)          (10/12/00) GPS OBS
 QX0749  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 QX0749
 QX0749  HORZ ORDER  -  A
 QX0749  ELLP ORDER  -  THIRD     CLASS I
 QX0749
 QX0749.The horizontal coordinates were established by GPS observations
 QX0749.and adjusted by the National Geodetic Survey in October 2000..
 QX0749.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0749.DATUM ITEM on the data sheet items page.
 QX0749
 QX0749.The orthometric height was determined by GPS observations and a
 QX0749.high-resolution geoid model.
 QX0749
 QX0749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0749
 QX0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0749
 QX0749.The ellipsoidal height was determined by GPS observations
 QX0749.and is referenced to NAD 83.
 QX0749
 QX0749.The geoid height was determined by GEOID03.
 QX0749
 QX0749;                    North         East     Units Scale Factor Converg.
 QX0749;SPC MT       -   158,231.224   479,553.056   MT  0.99966676   -1 07 51.7
 QX0749;SPC MT       -   519,131.31  1,573,336.80   iFT  0.99966676   -1 07 51.7
 QX0749;UTM  12      - 5,056,613.029   496,404.738   MT  0.99960016   -0 01 58.8
 QX0749
 QX0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0749!SPC MT       -   0.99976637  x   0.99966676  =   0.99943321
 QX0749!UTM  12      -   0.99976637  x   0.99960016  =   0.99936663
 QX0749
 QX0749                          SUPERSEDED SURVEY CONTROL
 QX0749
 QX0749  NAD 83(1992)-  45 39 47.00540(N)    111 02 46.14553(W) AD(       ) B
 QX0749  ELLIP H (05/15/92) 1490.66   (m)                       GP(       ) 4 2
 QX0749  NAD 83(1992)-  45 39 46.99611(N)    111 02 46.12926(W) AD(       ) 1
 QX0749  NAD 27      -  45 39 47.24675(N)    111 02 43.31899(W) AD(       ) 1
 QX0749  NGVD 29 (04/22/91) 1500.5    (m)         4923.     (f) GPS OBS        
 QX0749
 QX0749.Superseded values are not recommended for survey control.
 QX0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0749.See file dsdata.txt to determine how the superseded data were derived.
 QX0749
 QX0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR9640556613(NAD 83)
 QX0749_MARKER: I = METAL ROD
 QX0749_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QX0749_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QX0749_STAMPING: BOZEMAN GPS 1987
 QX0749_MARK LOGO: NGS   
 QX0749_PROJECTION: FLUSH
 QX0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0749+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 QX0749_ROD/PIPE-DEPTH: 6.7  meters
 QX0749_SLEEVE-DEPTH  : 0.6 meters
 QX0749
 QX0749  HISTORY     - Date     Condition        Report By
 QX0749  HISTORY     - 1987     MONUMENTED       NGS
 QX0749  HISTORY     - 19910813 GOOD             NGS
 QX0749  HISTORY     - 19990609 GOOD             NGS
 QX0749  HISTORY     - 20040629 GOOD             MSAM
 QX0749
 QX0749                          STATION DESCRIPTION
 QX0749
 QX0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0749'THE STATION IS LOCATED ON THE SOUTH SIDE OF BOZEMAN ON THE CAMPUS OF
 QX0749'THE MONTANA STATE UNIVERSITY.  IT IS AT THE FOREST SCIENCES LABRATORY
 QX0749'OF THE U.S. FOREST SERVICE AND IS BETWEEN THE MAIN LABRATORY AND A
 QX0749'LARGE METAL SHOP BUILDING.
 QX0749'TO REACH FROM THE CAMPUS POWER PLANT, WHICH IS LOCATED AT THE CORNER
 QX0749'OF SEVENTH AVENUE AND GRANT STREETS, GO SOUTHWEST ON SEVENTH AVENUE
 QX0749'FOR 0.24 KM (0.15 MI) TO A DRIVEWAY LEADING TO A LOADING RAMP.  TURN
 QX0749'LEFT AND GO EAST-SOUTHEAST ON A GRAVEL DRIVEWAY FOR 50 METERS AND THE
 QX0749'STATION AS DESCRIBED.
 QX0749'THE STATION MARK IS A STAINLESS STEEL ROD DRIVEN 22 FEET INTO THE
 QX0749'GROUND AND IMBEDDED IN ROCK.  IT IS SURROUNDED BY A 5-INCH PVC PIPE
 QX0749'WITH A STAMPED LOGO CAP.  IT IS 14.30 M (46.9 FT) SOUTHEAST OF THE
 QX0749'SHOP BUILDING, 14.00 M (45.9 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 QX0749'THE LAB, 2.30 M (7.5 FT) NORTHEAST OF A CHAINLINK FENCE AT THE EDGE
 QX0749'OF THE LOADING RAMP, 2.30 M (7.5 FT) SOUTHEAST OF A CONCRETE SLAB AND
 QX0749'IS 50 M (164.0 FT) EAST-NORTHEAST OF SEVENTH AVENUE.
 QX0749
 QX0749                          STATION RECOVERY (1991)
 QX0749
 QX0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QX0749'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) SOUTH OF INTERSTATE
 QX0749'HIGHWAY 90 (EXIT 306), ON THE SOUTH SIDE OF BOZEMAN ON THE CAMPUS OF
 QX0749'THE MONTANA STATE UNIVERSITY AND AT THE FOREST SCIENCIES LABORATORY
 QX0749'OF THE U.S. FOREST SERVICE, BETWEEN THE MAIN LABORATORY AND A METAL
 QX0749'SHOP BUILDING.
 QX0749'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 QX0749'BUSINESS AND U.S. HIGHWAY 191 SOUTH, GO WEST ON HIGHWAY 191 FOR 0.4
 QX0749'KM (0.2 MI) TO A CROSS STREET.  TURN LEFT AND GO SOUTH ON SOUTH 11TH
 QX0749'AVENUE FOR 1.61 KM (1.00 MI) TO A CROSS STREET.  TURN LEFT AND GO
 QX0749'EAST ON GRANT STREET FOR 0.4 KM (0.2 MI) TO A CROSS STREET.  TURN
 QX0749'RIGHT AND GO SOUTH ON SOUTH 7TH AVENUE FOR 0.24 KM (0.15 MI) TO A
 QX0749'DRIVEWAY LEADING TO A LOADING RAMP.  TURN LEFT AND GO EAST ON AN
 QX0749'ASPHALT DRIVEWAY FOR 42.7 M (140.1 FT) TO THE STATION IN A GRASS
 QX0749'STRIP, JUST PAST THE LOADING RAMP.  A TRAILER IS OCCASIONALLY PARKED
 QX0749'NEAR THE STATION.
 QX0749'THE STATION IS A PUNCH HOLE IN THE TOP OF A FLANGED ROD ENCASED IN A
 QX0749'LOGO CAP.  LOCATED 42.7 M (140.1 FT) EAST OF THE CENTERLINE OF THE
 QX0749'ROAD, 14.3 M (46.9 FT) SOUTH OF THE SOUTHEAST CORNER OF THE SHOP
 QX0749'BUILDING, 14.0 M (45.9 FT) NORTH OF THE NORTHEAST CORNER OF THE LAB,
 QX0749'2.30 M (7.55 FT) EAST OF A CHAIN LINK FENCE AT THE EDGE OF A LOADING
 QX0749'RAMP AND 2.30 M (7.55 FT) SOUTH OF A CONCRETE SLAB.
 QX0749
 QX0749                          STATION RECOVERY (1999)
 QX0749
 QX0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QX0749'THE STATION IS LOCATED ON THE SOUTH SIDE OF BOZEMAN, ON THE PROPERTY
 QX0749'OF THE MONTANA STATE UNIVERSITY, AT THE REAR ENTRANCE TO THE US FOREST
 QX0749'SERVICES SCIENCES LABORATORY LOADING RAMP LEADING TO THE BASEMENT OF
 QX0749'THE LABORATORY BUILDING AT 1648 7TH AVENUE. OWNERSHIP--UNIVERSITY OF
 QX0749'MONTANA.  NOTE--LIMITED VEHICLE PARKING.  TO REACH THE STATION FROM
 QX0749'THE CENTER OF THE 7TH AVENUE (BUSINESS ROUTE 191) BRIDGE OVER
 QX0749'INTERSTATE HIGHWAY 90 (EXIT 306) IN BOZEMAN, GO SOUTH ON 7TH AVENUE
 QX0749'FOR 1.93 KM (1.20 MI) TO THE JUNCTION OF MAIN STREET.  TURN RIGHT,
 QX0749'WEST ON MAIN STREET AND GO 0.32 KM (0.20 MI) TO THE INTERSECTION OF
 QX0749'11TH AVENUE.  TURN LEFT, SOUTH ON 11TH AVENUE AND GO 1.6 KM (1.00 MI)
 QX0749'TO THE INTERSECTION OF GRANT STREET.  TURN LEFT, EAST ON GRANT STREET
 QX0749'AND GO 0.32 KM (0.20 MI) TO THE INTERSECTION OF 7TH AVENUE.  TURN
 QX0749'RIGHT, SOUTH ON 7TH AVENUE AND GO 0.24 KM (0.15 MI) TO A NARROW PAVED
 QX0749'DRIVEWAY ON THE LEFT AT SIGN --FORESTRY SCIENCES LAB EMPLOYEE PARKING
 QX0749'ONLY TOWING ENFORCED--.  TURN LEFT, EAST ON THE DRIVEWAY FOR ABOUT
 QX0749'45.72 M (150.00 FT) TO THE EAST SIDE OF THE FENCE ATOP THE EAST
 QX0749'CONCRETE RETAINING WALL FOR AN INCLINED LOADING RAMP LEADING NORTH TO
 QX0749'THE BASEMENT OF THE LAB BUILDING AND THE STATION ON THE RIGHT.  THE
 QX0749'STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD, ENCASED IN A
 QX0749'13 CM PVC PIPE SURROUNDED BY CONCRETE WITH AN NGS LOGO CAP RECESSED 8
 QX0749'CM BELOW THE LAWN.  LOCATED 13.96 M (45.80 FT) NORTH OF THE NORTHEAST
 QX0749'CORNER OF THE LAB BUILDING, 4.2 M (13.8 FT) WEST OF THE SOUTHWEST
 QX0749'CORNER OF A 5 FT (1.5 M) X 7 FT (2.1 M) METAL STORAGE BUILDING, 2.22 M
 QX0749'(7.28 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE PARKING PAD, 3.05 M
 QX0749'(10.01 FT) SOUTHEAST OF THE NORTH END POST OF THE FENCE ATOP RETAINING
 QX0749'WALL, 2.19 M (7.19 FT) EAST OF THE EAST FACE OF THE RETAINING WALL AND
 QX0749'0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 QX0749
 QX0749                          STATION RECOVERY (2004)
 QX0749
 QX0749'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 QX0749'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 QX0749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0631 ***********************************************************************
 QX0631  DESIGNATION -  BOZEMAN NORTHWEST BASE
 QX0631  PID         -  QX0631
 QX0631  STATE/COUNTY-  MT/GALLATIN
 QX0631  USGS QUAD   -  MANHATTAN (1987)
 QX0631
 QX0631                         *CURRENT SURVEY CONTROL
 QX0631  ___________________________________________________________________
 QX0631* NAD 83(1992)-  45 51 41.14581(N)    111 20 33.89509(W)     ADJUSTED  
 QX0631* NAVD 88     -      1291.90   (+/-2cm)    4238.5    (feet)  VERTCON   
 QX0631  ___________________________________________________________________
 QX0631  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 QX0631  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 QX0631
 QX0631  HORZ ORDER  -  FIRST
 QX0631  VERT ORDER  -  THIRD ? (See Below)
 QX0631
 QX0631.The horizontal coordinates were established by classical geodetic methods
 QX0631.and adjusted by the National Geodetic Survey in July 1992..
 QX0631
 QX0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0631.The vertical order pertains to the NGVD 29 superseded value.
 QX0631
 QX0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0631
 QX0631.The geoid height was determined by GEOID03.
 QX0631
 QX0631;                    North         East     Units Scale Factor Converg.
 QX0631;SPC MT       -   180,765.131   456,970.226   MT  0.99959233   -1 20 52.7
 QX0631;SPC MT       -   593,061.45  1,499,246.15   iFT  0.99959233   -1 20 52.7
 QX0631;UTM  12      - 5,078,708.646   473,394.011   MT  0.99960870   -0 14 45.5
 QX0631
 QX0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0631!SPC MT       -   0.99979932  x   0.99959233  =   0.99939173
 QX0631!UTM  12      -   0.99979932  x   0.99960870  =   0.99940810
 QX0631
 QX0631|---------------------------------------------------------------------|
 QX0631| PID    Reference Object                     Distance      Geod. Az  |
 QX0631|                                                           dddmmss.s |
 QX0631| CN4040 BOZEMAN NORTHWEST BASE RM 2          47.497 METERS 03303     |
 QX0631| QX0630 AMSTERDAM HOLLAND CHURCH SPIRE      APPROX.12.7 KM 1654931.8 |
 QX0631| QX0629 SALESVILLE                          APPROX.37.1 KM 1770436.7 |
 QX0631| CN4039 BOZEMAN NORTHWEST BASE RM 1          41.547 METERS 31720     |
 QX0631|---------------------------------------------------------------------|
 QX0631
 QX0631                          SUPERSEDED SURVEY CONTROL
 QX0631
 QX0631  NAD 83(1986)-  45 51 41.14332(N)    111 20 33.88775(W) AD(       ) 1
 QX0631  NAD 27      -  45 51 41.40200(N)    111 20 31.03400(W) AD(       ) 1
 QX0631  NGVD 29 (07/19/86) 1290.86   (m)         4235.1    (f) LEVELING    3  
 QX0631
 QX0631.Superseded values are not recommended for survey control.
 QX0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0631.See file dsdata.txt to determine how the superseded data were derived.
 QX0631
 QX0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR7339478709(NAD 83)
 QX0631_MARKER: DS = TRIANGULATION STATION DISK
 QX0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QX0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0631+STABILITY: SURFACE MOTION
 QX0631
 QX0631  HISTORY     - Date     Condition        Report By
 QX0631  HISTORY     - 1922     MONUMENTED       CGS
 QX0631  HISTORY     - 1923     GOOD             CGS
 QX0631  HISTORY     - 1925     GOOD             CGS
 QX0631  HISTORY     - 1943     GOOD             CGS
 QX0631  HISTORY     - 1948     GOOD             USGS
 QX0631  HISTORY     - 1976     GOOD             NGS
 QX0631
 QX0631                          STATION DESCRIPTION
 QX0631
 QX0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 QX0631'STATION IS 0.6 MILE NW OF THE BELL TOWER IN THE TOWN OF
 QX0631'MANHATTAN, 22 MILES NW OF BOZEMAN.  IT IS ON THE FARM OF JAMES
 QX0631'SCOLLARD, NEAR THE SE CORNER, ABOUT 155 METERS NW OF THE
 QX0631'ROAD INTERSECTION, JUST SE OF THE SCOLLARD HOUSE, ABOUT 71 METERS
 QX0631'N OF THE N CORNER OF THE HOUSE, ABOUT 6 METERS SW OF THE
 QX0631'FENCE ON THE SW SIDE OF THE MANHATTAN-THREE FORKS ROAD AT A
 QX0631'POINT BETWEEN TELEPHONE POSTS (SW SIDE OF ROAD) NOS. 6561
 QX0631'AND 6562, DISTANT ABOUT 35 AND 20 METERS FROM THESE TELEPHONE
 QX0631'POSTS, RESPECTIVELY.
 QX0631'
 QX0631'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QX0631'DISKS SET IN CONCRETE.
 QX0631'
 QX0631'HEIGHT OF TRIPOD ABOVE STATION MARK - 18.04 METERS.
 QX0631
 QX0631                          STATION RECOVERY (1923)
 QX0631
 QX0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (WM)
 QX0631'STATION FOUND AS DESCRIBED.
 QX0631
 QX0631                          STATION RECOVERY (1925)
 QX0631
 QX0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (HO)
 QX0631'STATION RECOVERED AS DESCRIBED.  THE OLD TOWER AND SUPERSTRUCTURE
 QX0631'WERE FOUND STANDING, AND IN FAIR CONDITION.  THE TOWER WAS
 QX0631'REPAIRED AND USED.
 QX0631
 QX0631                          STATION RECOVERY (1943)
 QX0631
 QX0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HJB)
 QX0631'RECOVERED AS DESCRIBED, IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 QX0631
 QX0631                          STATION RECOVERY (1948)
 QX0631
 QX0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QX0631'STATION IS NOW LOCATED IN A GARDEN AND INFORMATION AS TO LOCATION
 QX0631'MAY BE OBTAINED FROM OWNER OF HOUSE AT RD. AND HIGHWAY INTERSECTION.
 QX0631'
 QX0631'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
 QX0631
 QX0631                          STATION RECOVERY (1976)
 QX0631
 QX0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 QX0631'RECOVERED AS DESCRIBED IN 1974 DESCRIPTION.
 QX0631'
 QX0631'REFERENCE MARK 1 COULD NOT BE FOUND.
 QX0631'
 QX0631'REFERENCE MARK 2 HAS BEEN DESTROYED, MONUMENT IS LAYING ON ITS SIDE.
 QX0631'
 QX0631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.55 MILES NW OF
 QX0631'MANHATTAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0469 ***********************************************************************
 QX0469  CBN         -  This is a Cooperative Base Network Control Station.
 QX0469  DESIGNATION -  BOZEMAN SOUTHEAST BASE
 QX0469  PID         -  QX0469
 QX0469  STATE/COUNTY-  MT/GALLATIN
 QX0469  USGS QUAD   -  BOZEMAN (1987)
 QX0469
 QX0469                         *CURRENT SURVEY CONTROL
 QX0469  ___________________________________________________________________
 QX0469* NAD 83(1999)-  45 42 26.80536(N)    111 02 55.96973(W)     ADJUSTED  
 QX0469* NAVD 88     -      1436.345  (meters)    4712.41   (feet)  ADJUSTED  
 QX0469  ___________________________________________________________________
 QX0469  X           -  -1,602,823.898 (meters)                     COMP
 QX0469  Y           -  -4,164,875.298 (meters)                     COMP
 QX0469  Z           -   4,543,619.983 (meters)                     COMP
 QX0469  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 QX0469  ELLIP HEIGHT-        1425.32  (meters)          (04/16/01) GPS OBS
 QX0469  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 QX0469  DYNAMIC HT  -        1435.837 (meters)    4710.74  (feet)  COMP
 QX0469  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 QX0469
 QX0469  HORZ ORDER  -  B
 QX0469  VERT ORDER  -  FIRST     CLASS II
 QX0469  ELLP ORDER  -  FOURTH    CLASS II
 QX0469
 QX0469.The horizontal coordinates were established by GPS observations
 QX0469.and adjusted by the National Geodetic Survey in April 2001..
 QX0469.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0469.DATUM ITEM on the data sheet items page.
 QX0469
 QX0469.The orthometric height was determined by differential leveling
 QX0469.and adjusted by the National Geodetic Survey in June 1991..
 QX0469
 QX0469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0469
 QX0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0469
 QX0469.The ellipsoidal height was determined by GPS observations
 QX0469.and is referenced to NAD 83.
 QX0469
 QX0469.The geoid height was determined by GEOID03.
 QX0469
 QX0469.The dynamic height is computed by dividing the NAVD 88
 QX0469.geopotential number by the normal gravity value computed on the
 QX0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0469.degrees latitude (g = 980.6199 gals.).
 QX0469
 QX0469.The modeled gravity was interpolated from observed gravity values.
 QX0469
 QX0469;                    North         East     Units Scale Factor Converg.
 QX0469;SPC MT       -   163,166.316   479,438.028   MT  0.99964909   -1 07 58.8
 QX0469;SPC MT       -   535,322.56  1,572,959.41   iFT  0.99964909   -1 07 58.8
 QX0469;UTM  12      - 5,061,544.726   496,195.173   MT  0.99960018   -0 02 06.0
 QX0469
 QX0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0469!SPC MT       -   0.99977660  x   0.99964909  =   0.99942577
 QX0469!UTM  12      -   0.99977660  x   0.99960018  =   0.99937687
 QX0469
 QX0469|---------------------------------------------------------------------|
 QX0469| PID    Reference Object                     Distance      Geod. Az  |
 QX0469|                                                           dddmmss.s |
 QX0469| CN4041 BOZEMAN SOUTHEAST BASE RM 1          65.675 METERS 01944     |
 QX0469| QX0470 BOZEMAN SOUTHEAST BASE RM 2          31.568 METERS 09500     |
 QX0469| CN4042 BOZEMAN SOUTHEAST BASE RM 3          17.336 METERS 26430     |
 QX0469| CN4043 BOZEMAN SOUTHEAST BASE AZ MK                       32025     |
 QX0469|---------------------------------------------------------------------|
 QX0469
 QX0469                          SUPERSEDED SURVEY CONTROL
 QX0469
 QX0469  NAD 83(1992)-  45 42 26.80403(N)    111 02 55.96914(W) AD(       ) B
 QX0469  ELLIP H (05/15/92) 1425.42   (m)                       GP(       ) 4 2
 QX0469  NAD 83(1986)-  45 42 26.80088(N)    111 02 55.96253(W) AD(       ) 1
 QX0469  NAD 27      -  45 42 27.05100(N)    111 02 53.15000(W) AD(       ) 1
 QX0469  NAVD 88 (07/22/93) 1436.34   (m)         4712.4    (f) LEVELING    3  
 QX0469  NAVD 88 (05/28/92) 1436.35   (m)         4712.4    (f) LEVELING    3  
 QX0469  NGVD 29 (06/11/92) 1435.29   (m)         4708.9    (f) LEVELING    3  
 QX0469
 QX0469.Superseded values are not recommended for survey control.
 QX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0469.See file dsdata.txt to determine how the superseded data were derived.
 QX0469
 QX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR9619561545(NAD 83)
 QX0469_MARKER: DS = TRIANGULATION STATION DISK
 QX0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0469_SP_SET: CONCRETE POST
 QX0469_STAMPING: SOUTHEAST BASE 1922
 QX0469_MARK LOGO: CGS   
 QX0469_PROJECTION: FLUSH
 QX0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0469+STABILITY: SURFACE MOTION
 QX0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0469+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1997
 QX0469
 QX0469  HISTORY     - Date     Condition        Report By
 QX0469  HISTORY     - 1922     MONUMENTED       CGS
 QX0469  HISTORY     - 1923     GOOD             CGS
 QX0469  HISTORY     - 1925     GOOD             CGS
 QX0469  HISTORY     - 1925     GOOD             CGS
 QX0469  HISTORY     - 1943     GOOD             CGS
 QX0469  HISTORY     - 1966     GOOD             CGS
 QX0469  HISTORY     - 1976     GOOD             NGS
 QX0469  HISTORY     - 1982     GOOD             NGS
 QX0469  HISTORY     - 19910813 GOOD             NGS
 QX0469  HISTORY     - 19920915 GOOD             MTDOT
 QX0469  HISTORY     - 19950127 GOOD             MTDOT
 QX0469  HISTORY     - 19950207 GOOD             MTDOT
 QX0469  HISTORY     - 19970215 GOOD             MTDOT
 QX0469
 QX0469                          STATION DESCRIPTION
 QX0469
 QX0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 QX0469'STATION IS ON A SMALL KNOLL IN A CULTIVATED FIELD BELONGING
 QX0469'TO GEORGE CRITTENDEN, ABOUT 35 METERS SW OF THE FENCE ALONG
 QX0469'THE ROAD WHERE THE BOZEMAN-MANHATTAN ROAD PARALLELS THE
 QX0469'NORTHERN PACIFIC RAILROAD.  THE POINT WHERE THE HIGHWAY
 QX0469'PARALLELS THE RAILROAD IS ABOUT 7 MILES SE OF BELGRADE, 1-1/2
 QX0469'MILES NW OF BOZEMAN, AND ABOUT 200 METERS SE OF THE ONLY CURVE
 QX0469'ON THE RAILROAD BETWEEN BOZEMAN AND BELGRADE.  IT IS ABOUT 2
 QX0469'METERS NW OF A DIVISION FENCE.
 QX0469'
 QX0469'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QX0469'DISKS SET IN CONCRETE.
 QX0469'
 QX0469'HEIGHT OF SIGNAL TRIPOD ABOVE STATION MARK - 4.37 METERS.
 QX0469'
 QX0469'HEIGHT OF SUPERSTRUCTURE ABOVE STATION MARK - 10.33 METERS.
 QX0469
 QX0469                          STATION RECOVERY (1923)
 QX0469
 QX0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (WM)
 QX0469'STATION FOUND AS DESCRIBED.
 QX0469
 QX0469                          STATION RECOVERY (1925)
 QX0469
 QX0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (HO)
 QX0469'STATION RECOVERED AS DESCRIBED.
 QX0469
 QX0469                          STATION RECOVERY (1925)
 QX0469
 QX0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 QX0469'STATION WAS EASILY FOUND.  OBSERVATIONS FOR LATITUDE, LONGTITUDE
 QX0469'AND AZIMUTH MARK WERE MADE AT THIS STATION.
 QX0469
 QX0469                          STATION RECOVERY (1943)
 QX0469
 QX0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HJB)
 QX0469'RECOVERED AS DESCRIBED, IN GOOD CONDITION.  DESCRIPTION ADEQUATE,
 QX0469'WITH THE FOLLOWING ADDITIONS, CORRECTIONS.
 QX0469'
 QX0469'THE STATION IS NOW LOCATED 300 YARDS N.W. OF RAILROAD UNDERPASS
 QX0469'OF U.S. HIGHWAY NO. 10., 262 FT. WEST ALONG A DIVISION FENCE
 QX0469'FROM A FENCE CORNER ON THE SOUTHERLY SIDE OF THE OLD
 QX0469'BOZEMAN - MANHATTAN ROAD, AND 7 FEET NORTH OF THE FENCE.
 QX0469
 QX0469                          STATION RECOVERY (1966)
 QX0469
 QX0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 QX0469'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 QX0469'H.J.B. IN 1943.  A WITNESS POST HAS BEEN PLACED TANGENT TO
 QX0469'THE CONCRETE BASE.
 QX0469'
 QX0469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 QX0469'NORTH OF BOZEMAN.
 QX0469
 QX0469                          STATION RECOVERY (1976)
 QX0469
 QX0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 QX0469'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 QX0469'CONDITION AS DESCRIBED IN THE 1922 DESCRIPTION.  REFERENCE MARK 1
 QX0469'HAD BEEN DESTROYED.  REFERENCE MARK 3 AND AN AZIMUTH MARK WERE SET
 QX0469'AT THIS TIME.  THE STATION MARK WAS USED AS THE ANTENNA SITE FOR
 QX0469'GEOCEIVER STATION 51097.
 QX0469'
 QX0469'A NEW DESCRIPTION FOLLOWS.
 QX0469'
 QX0469'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF BOZEMAN, ABOUT
 QX0469'0.1 MILE WEST OF U.S. HIGHWAY 10 ON A SMALL KNOLL IN A CULTIVATED
 QX0469'FIELD.  THE STATION IN ON PROPERTY OWNED BY MR. JOHN MANDEVILLE,
 QX0469'1121 MANDEVILLE LANE, BOZEMAN, MONTANA.  PHONE NO. 7-7832.
 QX0469'
 QX0469'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QX0469'U.S. HIGHWAY 10 AT THE NORTHWEST SIDE OF BOZEMAN, GO NORTH ON
 QX0469'U.S. HIGHWAY 10 FOR 0.4 MILE TO A GRAVELLED ROAD ON THE LEFT.
 QX0469'THIS IS JUST BEFORE GOING ONTO A RAILROAD OVERPASS.  TURN LEFT AND
 QX0469'GO NORTHWEST AND DOWNHILL ON THE GRAVELLED ROAD FOR 0.3 MILE TO A
 QX0469'TRACK ROAD AND FENCELINE ON THE LEFT.  FOLLOW FENCELINE WEST FOR
 QX0469'100 YARDS TO THE STATION.
 QX0469'
 QX0469'THE STATION MARK IS A STANDARD DISK STAMPED, SOUTHEAST BASE 1922, SET
 QX0469'IN THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 QX0469'THE GROUND.  IT IS 309 FEET WEST ALONG AN EAST-WEST FENCELINE
 QX0469'FROM THE CENTER OF A CONCRETE ROAD, 27 FEET SOUTH OF A 6-INCH WELL
 QX0469'PIPE PROJECTING 2 FEET, 8.5 FEET NORTH OF THE FENCELINE AND 0.7
 QX0469'FOOT EAST OF A WITNESS POST.
 QX0469'
 QX0469'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, SOUTHEAST BASE NO 2
 QX0469'1922, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 QX0469'14 INCHES BELOW THE GROUND SURFACE.  IT IS 205.5 FEET WEST OF THE
 QX0469'CENTER OF THE CONCRETE ROAD, 2 FEET NORTH OF THE EAST-WEST
 QX0469'FENCELINE AND 0.2 FEET NORTH OF A WITNESS POST.
 QX0469'
 QX0469'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, SOUTHEAST BASE NO 3
 QX0469'1922 1976, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 QX0469'IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 67 FEET SOUTHWEST OF A
 QX0469'6-INCH WELL PIPE, 3.0 FEET WEST OF A FENCE POST WITH WITNESS SIGN
 QX0469'AND 1 FOOT NORTH OF THE FENCELINE.
 QX0469'
 QX0469'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, SOUTHEAST BASE 1976,
 QX0469'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 QX0469'WITH THE GROUND.  IT IS 43 FEET SOUTH OF THE CENTER OF A CONCRETE
 QX0469'ROAD, 14.5 FEET WEST OF A TRACK ROAD, AND 2.4 FEET EAST OF A FENCE
 QX0469'CORNER POST WITH WITNESS SIGN.  TO REACH FROM STATION GO WEST ON
 QX0469'CONCRETE ROAD FOR 0.25 MILE TO A TRACK ROAD ON THE LEFT AND THE
 QX0469'AZIMUTH MARK.
 QX0469'
 QX0469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILE NORTHWEST
 QX0469'OF BOZEMAN.
 QX0469
 QX0469                          STATION RECOVERY (1982)
 QX0469
 QX0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0469'2.7 KM (1.7 MI) NW FROM BOZEMAN.
 QX0469'THE MARK IS 3.1 M ABOVE THE TRACKS.
 QX0469'2.7 KM (1.7 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0469'FROM THE RAILROAD STATION IN BOZEMAN, 0.2 KM (0.1 MI) NORTHWEST OF
 QX0469'MILEPOST 142, 117.4 METERS (385.2 FT) SOUTHWEST OF THE NEAR RAIL, 89.4
 QX0469'METERS (293.3 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 79.9
 QX0469'METERS (262.1 FT) WEST OF A FENCE CORNER, 9.6 METERS (31.5 FT) WEST OF
 QX0469'A UTILITY POLE WITH A TRANSFORMER AND 9.1 METERS (29.9 FT) SOUTH OF A
 QX0469'UTILITY POLE WITH A METER.
 QX0469'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 QX0469
 QX0469                          STATION RECOVERY (1991)
 QX0469
 QX0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QX0469'THE STATION IS LOCATED ON A RISE, 2.4 KM (1.5 MI) NORTHWEST OF
 QX0469'BOZEMAN, SOUTH OF A RAILROAD TRACK AND A GRAVEL ROAD, JUST NORTH OF A
 QX0469'CULTIVATED FIELD, IN AN AREA LEFT BY THE LAND OWNER TO PROTECT THE
 QX0469'STATION.  OWNERSHIP--JOHN MANDEVILLE WHO LIVES 0.8 KM (0.5 MI) WEST
 QX0469'OF THE STATION.
 QX0469'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QX0469'STATE HIGHWAY 205 (EXIT 306), GO NORTH ON HIGHWAY 205 FOR 0.72 KM
 QX0469'(0.45 MI) TO A GRAVEL ROAD ON THE LEFT THAT FORKS OFF OF THE HIGHWAY.
 QX0469'BEAR LEFT AND CONTINUE NORTH, THEN NORTHWEST ON RED WING DRIVE FOR
 QX0469'0.40 KM (0.25 MI) TO A FIELD ENTRANCE ON THE LEFT.  TURN LEFT, THEN
 QX0469'RIGHT AND GO WEST ALONG THE NORTH EDGE OF A FIELD FOR 79 M
 QX0469'(259.2 FT) TO THE STATION ON THE LEFT.
 QX0469'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE POST
 QX0469'FLUSH WITH THE GROUND.  LOCATED 10.0 M (32.8 FT) WEST OF A POWER POLE
 QX0469'WITH A TRANSFORMER, 9.75 M (31.99 FT) SOUTH OF A POWER POLE WITH AN
 QX0469'ELECTRIC METER ATTACHED, 2.59 M (8.50 FT) NORTH OF THE NORTH EDGE OF
 QX0469'A CULTIVATED FIELD AND 0.55 M (1.80 FT) EAST OF A METAL WITNESS POST.
 QX0469
 QX0469                          STATION RECOVERY (1992)
 QX0469
 QX0469'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1992
 QX0469'NOTE SPECIFIC CHANGES IN STATION STAMPING.  STATION IS
 QX0469'STAMPED ---SOUTHEAST BASE 1922--- AND IS A TRIANGULATION STATION DISK.
 QX0469
 QX0469                          STATION RECOVERY (1995)
 QX0469
 QX0469'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QX0469'RECOVERED AS DESCRIBED.
 QX0469
 QX0469                          STATION RECOVERY (1995)
 QX0469
 QX0469'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QX0469'RECOVERED AS DESCRIBED.
 QX0469
 QX0469                          STATION RECOVERY (1997)
 QX0469
 QX0469'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 QX0469'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0470 ***********************************************************************
 QX0470  DESIGNATION -  BOZEMAN SOUTHEAST BASE RM 2
 QX0470  PID         -  QX0470
 QX0470  STATE/COUNTY-  MT/GALLATIN
 QX0470  USGS QUAD   -  BOZEMAN (1987)
 QX0470
 QX0470                         *CURRENT SURVEY CONTROL
 QX0470  ___________________________________________________________________
 QX0470* NAD 83(1986)-  45 42 28.     (N)    111 02 55.     (W)     SCALED    
 QX0470* NAVD 88     -      1436.363  (meters)    4712.47   (feet)  ADJUSTED  
 QX0470  ___________________________________________________________________
 QX0470  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 QX0470  DYNAMIC HT  -        1435.855 (meters)    4710.80  (feet)  COMP
 QX0470  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 QX0470
 QX0470  VERT ORDER  -  FIRST     CLASS II
 QX0470
 QX0470.The horizontal coordinates were scaled from a topographic map and have
 QX0470.an estimated accuracy of +/- 6 seconds.
 QX0470
 QX0470.The orthometric height was determined by differential leveling
 QX0470.and adjusted by the National Geodetic Survey in June 1991..
 QX0470
 QX0470.The geoid height was determined by GEOID03.
 QX0470
 QX0470.The dynamic height is computed by dividing the NAVD 88
 QX0470.geopotential number by the normal gravity value computed on the
 QX0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0470.degrees latitude (g = 980.6199 gals.).
 QX0470
 QX0470.The modeled gravity was interpolated from observed gravity values.
 QX0470
 QX0470;                    North         East    Units  Estimated Accuracy
 QX0470;SPC MT       -   163,200.      479,460.      MT  (+/- 180 meters Scaled)
 QX0470
 QX0470                          SUPERSEDED SURVEY CONTROL
 QX0470
 QX0470.No superseded survey control is available for this station.
 QX0470
 QX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR962615(NAD 83)
 QX0470_MARKER: DR = REFERENCE MARK DISK
 QX0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0470_SP_SET: CONCRETE POST
 QX0470_STAMPING: SOUTHEAST BASE NO 2 1922
 QX0470_MARK LOGO: CGS   
 QX0470_PROJECTION: RECESSED 30 CENTIMETERS
 QX0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0470+STABILITY: SURFACE MOTION
 QX0470
 QX0470  HISTORY     - Date     Condition        Report By
 QX0470  HISTORY     - 1922     MONUMENTED       CGS
 QX0470  HISTORY     - 1982     GOOD             NGS
 QX0470
 QX0470                          STATION DESCRIPTION
 QX0470
 QX0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0470'2.7 KM (1.7 MI) NW FROM BOZEMAN.
 QX0470'2.7 KM (1.7 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0470'FROM THE RAILROAD STATION IN BOZEMAN, 0.2 KM (0.1 MI) NORTHWEST OF
 QX0470'MILEPOST 142, 86.0 METERS (282.2 FT) SOUTHWEST OF THE NEAR RAIL, 58.0
 QX0470'METERS (190.3 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 48.2
 QX0470'METERS (158.1 FT) WEST OF A FENCE CORNER, 31.6 METERS (103.7 FT) EAST
 QX0470'OF THE STATION MARK AND 22.2 METERS (72.8 FT) EAST OF A UTILITY POLE
 QX0470'WITH A TRANSFORMER.
 QX0470'THE MARK IS 0.1 METERS  N FROM A WITNESS POST.
 QX0470'THE MARK IS 3.1 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0735 ***********************************************************************
 TJ0735  DESIGNATION -  BRACE
 TJ0735  PID         -  TJ0735
 TJ0735  STATE/COUNTY-  MT/VALLEY
 TJ0735  USGS QUAD   -  
 TJ0735
 TJ0735                         *CURRENT SURVEY CONTROL
 TJ0735  ___________________________________________________________________
 TJ0735* NAD 83(1992)-  49 01 25.83627(N)    106 14 19.13999(W)     ADJUSTED  
 TJ0735* NAVD 88     -       969.     (meters)    3179.     (feet)  SCALED    
 TJ0735  ___________________________________________________________________
 TJ0735  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 TJ0735  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TJ0735
 TJ0735  HORZ ORDER  -  THIRD
 TJ0735
 TJ0735.The horizontal coordinates were established by classical geodetic methods
 TJ0735.and adjusted by the National Geodetic Survey in July 1992..
 TJ0735
 TJ0735.The orthometric height was scaled from a topographic map.
 TJ0735
 TJ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0735
 TJ0735.The geoid height was determined by GEOID03.
 TJ0735
 TJ0735;                    North         East     Units Scale Factor Converg.
 TJ0735;SPC MT       -   535,484.425   838,459.501   MT  1.00001477   +2 23 08.5
 TJ0735;SPC MT       - 1,756,838.66  2,750,851.38   iFT  1.00001477   +2 23 08.5
 TJ0735;UTM  13      - 5,430,845.390   409,446.245   MT  0.99970073   -0 56 06.8
 TJ0735
 TJ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0735!SPC MT       -   0.99985081  x   1.00001477  =   0.99986558
 TJ0735!UTM  13      -   0.99985081  x   0.99970073  =   0.99955159
 TJ0735
 TJ0735:                Primary Azimuth Mark                     Grid Az
 TJ0735:SPC MT       -  COAL                                     139 02 44.8
 TJ0735:UTM  13      -  COAL                                     142 22 00.1
 TJ0735
 TJ0735|---------------------------------------------------------------------|
 TJ0735| PID    Reference Object                     Distance      Geod. Az  |
 TJ0735|                                                           dddmmss.s |
 TJ0735| TJ0738 COAL                                APPROX. 3.6 KM 1412553.3 |
 TJ0735|---------------------------------------------------------------------|
 TJ0735
 TJ0735                          SUPERSEDED SURVEY CONTROL
 TJ0735
 TJ0735  NAD 83(1986)-  49 01 25.83692(N)    106 14 19.14074(W) AD(       ) 3
 TJ0735
 TJ0735.Superseded values are not recommended for survey control.
 TJ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0735.See file dsdata.txt to determine how the superseded data were derived.
 TJ0735
 TJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0944630845(NAD 83)
 TJ0735_MARKER: DD = SURVEY DISK
 TJ0735_SETTING: 80 = SET IN A BOULDER
 TJ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0735+STABILITY: SURFACE MOTION
 TJ0735
 TJ0735  HISTORY     - Date     Condition        Report By
 TJ0735  HISTORY     - 1910     MONUMENTED       IBC
 TJ0735
 TJ0735                          STATION DESCRIPTION
 TJ0735
 TJ0735'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0735'ABOUT 1-3/4 MILES NORTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 513,
 TJ0735'IN NE 1/4 SECTION 8, TOWNSHIP 1, RANGE 2 W, THIRD MERIDIAN.  THE
 TJ0735'STATION IS ON THE WEST EDGE OF THE PLATEAU.
 TJ0735'
 TJ0735'STATION MARK--A BRONZE DISK SET IN A GRAY SANDSTONE BOULDER NEARLY
 TJ0735'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0491 ***********************************************************************
 RT0491  DESIGNATION -  BRADSHAW
 RT0491  PID         -  RT0491
 RT0491  STATE/COUNTY-  MT/CUSTER
 RT0491  USGS QUAD   -  HOGAN CREEK (1969)
 RT0491
 RT0491                         *CURRENT SURVEY CONTROL
 RT0491  ___________________________________________________________________
 RT0491* NAD 83(1992)-  46 28 44.79052(N)    105 12 26.68522(W)     ADJUSTED  
 RT0491* NAVD 88     -       988.2    (meters)    3242.     (feet)  VERTCON   
 RT0491  ___________________________________________________________________
 RT0491  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 RT0491  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RT0491
 RT0491  HORZ ORDER  -  SECOND
 RT0491
 RT0491.The horizontal coordinates were established by classical geodetic methods
 RT0491.and adjusted by the National Geodetic Survey in July 1992..
 RT0491
 RT0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0491
 RT0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0491
 RT0491.The geoid height was determined by GEOID03.
 RT0491
 RT0491;                    North         East     Units Scale Factor Converg.
 RT0491;SPC MT       -   256,731.787   929,285.418   MT  0.99943569   +3 08 24.2
 RT0491;SPC MT       -   842,295.89  3,048,836.67   iFT  0.99943569   +3 08 24.2
 RT0491;UTM  13      - 5,147,302.867   484,078.750   MT  0.99960312   -0 09 01.4
 RT0491
 RT0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0491!SPC MT       -   0.99984763  x   0.99943569  =   0.99928341
 RT0491!UTM  13      -   0.99984763  x   0.99960312  =   0.99945081
 RT0491
 RT0491:                Primary Azimuth Mark                     Grid Az
 RT0491:SPC MT       -  BRADSHAW AZ MK                           099 33 22.8
 RT0491:UTM  13      -  BRADSHAW AZ MK                           102 50 48.4
 RT0491
 RT0491|---------------------------------------------------------------------|
 RT0491| PID    Reference Object                     Distance      Geod. Az  |
 RT0491|                                                           dddmmss.s |
 RT0491| CQ7139 BRADSHAW AZ MK                                     1024147.0 |
 RT0491| CQ7140 BRADSHAW RM 1                         5.316 METERS 11145     |
 RT0491| RT0485 BILLINGS BISMARCK AWY BCN 37        APPROX.14.8 KM 3344645.2 |
 RT0491| CQ7141 BRADSHAW RM 2                         5.981 METERS 35040     |
 RT0491|---------------------------------------------------------------------|
 RT0491
 RT0491                          SUPERSEDED SURVEY CONTROL
 RT0491
 RT0491  NAD 83(1986)-  46 28 44.78036(N)    105 12 26.66110(W) AD(       ) 2
 RT0491  NAD 27      -  46 28 44.76300(N)    105 12 24.73300(W) AD(       ) 2
 RT0491  NGVD 29 (07/19/86)  987.6    (m)         3240.     (f) VERT ANG       
 RT0491
 RT0491.Superseded values are not recommended for survey control.
 RT0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0491.See file dsdata.txt to determine how the superseded data were derived.
 RT0491
 RT0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM8407947303(NAD 83)
 RT0491_MARKER: DS = TRIANGULATION STATION DISK
 RT0491_SETTING: 0 = UNSPECIFIED SETTING
 RT0491
 RT0491  HISTORY     - Date     Condition        Report By
 RT0491  HISTORY     - 1949     MONUMENTED       CGS
 RT0491
 RT0491                          STATION DESCRIPTION
 RT0491
 RT0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0491'THE STATION IS ON A LOW PROMINENT TIMBER COVERED PEAK THAT
 RT0491'DROPS SHARPLY TO THE SOUTH AND EXTENDS TO OTHER PEAKS TO THE
 RT0491'NORTH.  IT IS ABOUT 11 MILES NORTHWEST OF THE VILLAGE OF KNOWLTON,
 RT0491'20 MILES WEST OF THE VILLAGE OF ISMAY, AND ABOUT 22 MILES SOUTH
 RT0491'SOUTHEAST OF THE TOWN OF TERRY.
 RT0491'
 RT0491'THE STATION CAN BE REACHED FROM THE INTERSECTION OF SEVENTH AND
 RT0491'MAIN STREETS IN MILES CITY BY GOING EAST ON U.S. HIGHWAYS
 RT0491'10, 12, AND 212 FOR 0.4 MILE TO A FORK JUST EAST OF AN UNDERPASS.
 RT0491'TAKE THE LEFT FORK ON HIGHWAYS 10 AND 12 FOR 1.6 MILES TO
 RT0491'ANOTHER FORK.  TAKE THE RIGHT FORK, HIGHWAY 12, FOR 27.4
 RT0491'MILES TO THE POWDER RIVER.  CONTINUE ON THE HIGHWAY (EAST)
 RT0491'FOR 4.0 MILES TO A ROAD TO THE LEFT.  TURN LEFT ACROSS A CATTLE
 RT0491'GUARD AND GO 0.5 MILE TO SOME RANCH BUILDINGS.  CONTINUE
 RT0491'THROUGH THE YARD AND ACROSS ANOTHER CATTLE GUARD FOR 0.4 MILE
 RT0491'TO ANOTHER CATTLE GUARD.  CROSS THE CATTLE GUARD AND BEAR
 RT0491'TO THE RIGHT, EASTERLY, ALONG THE NORTH SIDE OF THE FENCE
 RT0491'AND UP THE HILL FOR 1.1 MILES TO A GATE.  PASS THROUGH THE
 RT0491'GATE AND CONTINUE ON THE MAIN ROAD FOR 3.1 MILES TO
 RT0491'ANOTHER GATE.  PASS THROUGH THE GATE AND GO 0.4 MILE TO
 RT0491'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY FOR 0.2
 RT0491'MILE TO A TRACK ROAD TO THE LEFT.  TAKE THE LEFT FORK,
 RT0491'NORTHWEST, FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AROUND
 RT0491'THE SOUTH SIDE OF THE HILLS FOR 0.7 MILE TO THE BASE OF A
 RT0491'LOW PEAK AND THE END OF TRUCK TRAVEL.  PACK WESTERLY TO A
 RT0491'SMALL SADDLE, THEN SOUTHWEST ALONG THE RIDGE TO THE
 RT0491'TOP OF THE HILL AND THE STATION.  THIS IS ABOUT A 20
 RT0491'MINUTE PACK.
 RT0491'
 RT0491'THE STATION MARK, STAMPED BRADSHAW 1949, IS A STANDARD STATION
 RT0491'MARK DISK THAT IS BRAZED TO THE TOP OF A 2 INCH IRON SOIL
 RT0491'PIPE THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT
 RT0491'50 YARDS SOUTH OF THE HIGHEST POINT OF THE HILL.
 RT0491'
 RT0491'REFERENCE MARK NUMBER 1, STAMPED BRADSHAW NO 1 1949, IS A
 RT0491'STANDARD REFERENCE MARK DISK THAT IS BRAZED TO THE TOP OF A
 RT0491'2 INCH IRON SOIL PIPE THAT PROJECTS FROM THE GROUND ABOUT
 RT0491'6 INCHES.
 RT0491'
 RT0491'REFERENCE MARK NUMBER 2, STAMPED BRADSHAW NO 2 1949, IS A
 RT0491'STANDARD REFERENCE MARK DISK THAT IS BRAZED TO THE TOP OF A
 RT0491'2 INCH SOIL PIPE THAT PROJECTS FROM THE GROUND ABOUT 6 INCHES.
 RT0491'
 RT0491'THE AZIMUTH MARK, STAMPED BRADSHAW 1949, IS A STANDARD AZIMUTH
 RT0491'MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE
 RT0491'BLOCK THAT PROJECTS ABOUT 4 INCHES FROM THE GROUND.  IT IS 15
 RT0491'FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 11 FEET SOUTHEAST
 RT0491'OF A WITNESS POST.
 RT0491'
 RT0491'THE LAND WHICH THE STATION IS LOCATED ON IS BELIEVED TO BELONG
 RT0491'TO A.W. BRADSHAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1143 ***********************************************************************
 SR1143  DESIGNATION -  BRAKES
 SR1143  PID         -  SR1143
 SR1143  STATE/COUNTY-  MT/CHOUTEAU
 SR1143  USGS QUAD   -  CHASE HILL (1964)
 SR1143
 SR1143                         *CURRENT SURVEY CONTROL
 SR1143  ___________________________________________________________________
 SR1143* NAD 83(1992)-  47 48 28.18340(N)    109 34 37.76957(W)     ADJUSTED  
 SR1143* NAVD 88     -      1019.6    (meters)    3345.     (feet)  VERTCON   
 SR1143  ___________________________________________________________________
 SR1143  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 SR1143  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 SR1143
 SR1143  HORZ ORDER  -  FIRST
 SR1143
 SR1143.The horizontal coordinates were established by classical geodetic methods
 SR1143.and adjusted by the National Geodetic Survey in July 1992..
 SR1143
 SR1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1143
 SR1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1143
 SR1143.The geoid height was determined by GEOID03.
 SR1143
 SR1143;                    North         East     Units Scale Factor Converg.
 SR1143;SPC MT       -   395,341.904   594,223.643   MT  0.99948908   -0 03 23.2
 SR1143;SPC MT       - 1,297,053.49  1,949,552.63   iFT  0.99948908   -0 03 23.2
 SR1143;UTM  12      - 5,295,921.658   606,530.114   MT  0.99973945   +1 03 15.4
 SR1143
 SR1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1143!SPC MT       -   0.99984253  x   0.99948908  =   0.99933170
 SR1143!UTM  12      -   0.99984253  x   0.99973945  =   0.99958203
 SR1143
 SR1143|---------------------------------------------------------------------|
 SR1143| PID    Reference Object                     Distance      Geod. Az  |
 SR1143|                                                           dddmmss.s |
 SR1143| CQ5173 BRAKES RM 1                          14.855 METERS 07022     |
 SR1143| CQ5172 BRAKES AZ MK                                       1542041.3 |
 SR1143| CQ5174 BRAKES RM 2                          15.946 METERS 30113     |
 SR1143|---------------------------------------------------------------------|
 SR1143
 SR1143                          SUPERSEDED SURVEY CONTROL
 SR1143
 SR1143  NAD 83(1986)-  47 48 28.18143(N)    109 34 37.75130(W) AD(       ) 1
 SR1143  NAD 27      -  47 48 28.24800(N)    109 34 35.07600(W) AD(       ) 1
 SR1143  NGVD 29 (07/19/86) 1018.8    (m)         3343.     (f) VERT ANG       
 SR1143
 SR1143.Superseded values are not recommended for survey control.
 SR1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1143.See file dsdata.txt to determine how the superseded data were derived.
 SR1143
 SR1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT0653095922(NAD 83)
 SR1143_MARKER: DS = TRIANGULATION STATION DISK
 SR1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1143
 SR1143  HISTORY     - Date     Condition        Report By
 SR1143  HISTORY     - 1949     MONUMENTED       CGS
 SR1143
 SR1143                          STATION DESCRIPTION
 SR1143
 SR1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1143'THE STATION IS LOCATED ABOUT 35 MILES SOUTHEAST OF BIG SANDY,
 SR1143'ABOUT 5.5 MILES NORTH AND 2.25 MILES EAST OF THE PN FERRY,
 SR1143'ABOUT 1 MILE SOUTH OF BIRCH CREEK, ON THE BRAKES OF THE LEFT
 SR1143'BANK OF THE MISSOURI RIVER, ON LAND OWNED BY HOWARD BREWER,
 SR1143'AND 9 FEET EAST OF A WITNESS POST.
 SR1143'
 SR1143'TO REACH FROM THE POST OFFICE IN BIG SANDY, GO EAST FOR 0.2
 SR1143'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN ROAD FOR
 SR1143'6.7 MILES TO A FORK, TAKE LEFT FORK AND FOLLOW MAIN ROAD FOR
 SR1143'11.4 MILES TO A FORK, TAKE LEFT FORK AND FOLLOW MAIN ROAD
 SR1143'FOR 10.8 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 4.2 MILES
 SR1143'TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR
 SR1143'2.4 MILES TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 SR1143'STRAIGHT AHEAD ON MAIN ROAD FOR 1.7 MILES TO A FORK, TAKE RIGHT
 SR1143'FORK AND GO 0.3 MILE TO THREE GATES, PASS THROUGH CENTER
 SR1143'GATE AND FOLLOW MAIN ROAD FOR 1.7 MILES TO DIM SIDE ROAD
 SR1143'RIGHT, TURN SHARP RIGHT AND GO 0.2 MILE TO A WIRE GATE,
 SR1143'PASS THROUGH GATE AND GO SOUTHEAST FOR 0.35 MILE TO WIRE
 SR1143'GATE, PASS THROUGH GATE AND GO 0.6 MILE TO A WIRE GATE,
 SR1143'PASS THROUGH GATE AND GO 2.3 MILES TO A WIRE GATE, PASS THROUGH
 SR1143'GATE AND GO 0.3 MILE TO A FORK, TAKE LEFT FORK AND GO 0.4
 SR1143'MILE TO A WIRE GATE, (AZIMUTH MARK IS 150 FEET EAST OF GATE
 SR1143'IN A FENCE LINE.) PASS THROUGH GATE, TAKE LEFT FORK AND GO
 SR1143'0.35 MILE TO A DIM FORK, TAKE LEFT FORK AND GO UP HILL
 SR1143'FOR 0.3 MILE TO THE STATION.
 SR1143'
 SR1143'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 SR1143'BRAKES 1949.
 SR1143'
 SR1143'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SR1143'BRAKES NO 1 1949.
 SR1143'
 SR1143'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SR1143'BRAKES NO 2 1949.
 SR1143'
 SR1143'THE AZIMUTH MARK IS 0.5 MILE FROM THE STATION, 150 FEET EAST
 SR1143'OF A GATE, 3 FEET WEST OF A WITNESS POST, AND 1 FOOT NORTH OF
 SR1143'A WIRE FENCE.  IT PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 SR1143'BRAKES 1949.
 SR1143'
 SR1143'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SR1143'SQUARE CONCRETE POSTS.
 SR1143'
 SR1143'A 4-FOOT STAND AT BRAKES WILL SEE A 15-FOOT STAND AT DOG AND
 SR1143'4-FOOT STANDS AT PUP, WARRICK, AND LEROY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0736 ***********************************************************************
 TJ0736  DESIGNATION -  BRANCH
 TJ0736  PID         -  TJ0736
 TJ0736  STATE/COUNTY-  MT/VALLEY
 TJ0736  USGS QUAD   -  GLASS HILL (1973)
 TJ0736
 TJ0736                         *CURRENT SURVEY CONTROL
 TJ0736  ___________________________________________________________________
 TJ0736* NAD 83(1992)-  48 58 08.28217(N)    106 17 47.84663(W)     ADJUSTED  
 TJ0736* NAVD 88     -       891.     (meters)    2923.     (feet)  SCALED    
 TJ0736  ___________________________________________________________________
 TJ0736  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 TJ0736  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 TJ0736
 TJ0736  HORZ ORDER  -  THIRD
 TJ0736
 TJ0736.The horizontal coordinates were established by classical geodetic methods
 TJ0736.and adjusted by the National Geodetic Survey in July 1992..
 TJ0736
 TJ0736.The orthometric height was scaled from a topographic map.
 TJ0736
 TJ0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0736
 TJ0736.The geoid height was determined by GEOID03.
 TJ0736
 TJ0736;                    North         East     Units Scale Factor Converg.
 TJ0736;SPC MT       -   529,211.853   834,472.527   MT  0.99998105   +2 20 35.8
 TJ0736;SPC MT       - 1,736,259.36  2,737,770.76   iFT  0.99998105   +2 20 35.8
 TJ0736;UTM  13      - 5,424,816.094   405,103.846   MT  0.99971063   -0 58 41.5
 TJ0736
 TJ0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0736!SPC MT       -   0.99986311  x   0.99998105  =   0.99984416
 TJ0736!UTM  13      -   0.99986311  x   0.99971063  =   0.99957378
 TJ0736
 TJ0736:                Primary Azimuth Mark                     Grid Az
 TJ0736:SPC MT       -  BOUNDARY MON 511 CD US                   354 35 32.1
 TJ0736:UTM  13      -  BOUNDARY MON 511 CD US                   357 54 49.4
 TJ0736
 TJ0736|---------------------------------------------------------------------|
 TJ0736| PID    Reference Object                     Distance      Geod. Az  |
 TJ0736|                                                           dddmmss.s |
 TJ0736| TJ0775 BOUNDARY MON 511 CD US              APPROX. 3.4 KM 3565607.9 |
 TJ0736|---------------------------------------------------------------------|
 TJ0736
 TJ0736                          SUPERSEDED SURVEY CONTROL
 TJ0736
 TJ0736  NAD 83(1986)-  48 58 08.28238(N)    106 17 47.84813(W) AD(       ) 3
 TJ0736
 TJ0736.Superseded values are not recommended for survey control.
 TJ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0736.See file dsdata.txt to determine how the superseded data were derived.
 TJ0736
 TJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0510424816(NAD 83)
 TJ0736_MARKER: H = DRILL HOLE
 TJ0736_SETTING: 80 = SET IN A BOULDER
 TJ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0736+STABILITY: SURFACE MOTION
 TJ0736
 TJ0736  HISTORY     - Date     Condition        Report By
 TJ0736  HISTORY     - 1910     MONUMENTED       IBC
 TJ0736
 TJ0736                          STATION DESCRIPTION
 TJ0736
 TJ0736'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0736'ABOUT 2 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 511, ON THE
 TJ0736'EAST SIDE OF THE WEST BRANCH OF POPLAR RIVER, WHERE THE RIVER MAKES
 TJ0736'A DECIDED BEND TO THE NORTHEAST AND BACK TO THE SOUTHWEST.  THE
 TJ0736'STATION IS ON A HILL JUST NORTH OF A RANCH.
 TJ0736'
 TJ0736'STATION MARK--A DRILL HOLE AND A TRIANGLE IN A GRANITE BOULDER NEARLY
 TJ0736'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0297 ***********************************************************************
 QV0297  DESIGNATION -  BRANDENBERG
 QV0297  PID         -  QV0297
 QV0297  STATE/COUNTY-  MT/ROSEBUD
 QV0297  USGS QUAD   -  HAMMOND DRAW (1971)
 QV0297
 QV0297                         *CURRENT SURVEY CONTROL
 QV0297  ___________________________________________________________________
 QV0297* NAD 83(1992)-  45 49 54.31441(N)    106 15 12.44525(W)     ADJUSTED  
 QV0297* NAVD 88     -       984.40   (+/-2cm)    3229.7    (feet)  VERTCON   
 QV0297  ___________________________________________________________________
 QV0297  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 QV0297  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 QV0297
 QV0297  HORZ ORDER  -  FIRST
 QV0297  VERT ORDER  -  THIRD ? (See Below)
 QV0297
 QV0297.The horizontal coordinates were established by classical geodetic methods
 QV0297.and adjusted by the National Geodetic Survey in July 1992..
 QV0297
 QV0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0297.The vertical order pertains to the NGVD 29 superseded value.
 QV0297
 QV0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0297
 QV0297.The geoid height was determined by GEOID03.
 QV0297
 QV0297;                    North         East     Units Scale Factor Converg.
 QV0297;SPC MT       -   181,010.432   852,076.671   MT  0.99960272   +2 22 29.5
 QV0297;SPC MT       -   593,866.25  2,795,527.14   iFT  0.99960272   +2 22 29.5
 QV0297;UTM  13      - 5,076,118.379   402,648.383   MT  0.99971651   -0 53 57.0
 QV0297
 QV0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0297!SPC MT       -   0.99984814  x   0.99960272  =   0.99945092
 QV0297!UTM  13      -   0.99984814  x   0.99971651  =   0.99956469
 QV0297
 QV0297|---------------------------------------------------------------------|
 QV0297| PID    Reference Object                     Distance      Geod. Az  |
 QV0297|                                                           dddmmss.s |
 QV0297| CQ5176 BRANDENBERG RM 1                      8.215 METERS 08621     |
 QV0297| QV0040 BRANDENBERG AZ MK                                  0881614.9 |
 QV0297| QV0298 HORTON                              APPROX. 7.9 KM 1991921.6 |
 QV0297| CQ5177 BRANDENBERG RM 2                     11.656 METERS 32456     |
 QV0297|---------------------------------------------------------------------|
 QV0297
 QV0297                          SUPERSEDED SURVEY CONTROL
 QV0297
 QV0297  NAD 83(1986)-  45 49 54.29276(N)    106 15 12.42600(W) AD(       ) 1
 QV0297  NAD 27      -  45 49 54.28800(N)    106 15 10.39600(W) AD(       ) 1
 QV0297  NGVD 29 (07/19/86)  983.74   (m)         3227.5    (f) LEVELING    3  
 QV0297
 QV0297.Superseded values are not recommended for survey control.
 QV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0297.See file dsdata.txt to determine how the superseded data were derived.
 QV0297
 QV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL0264876118(NAD 83)
 QV0297_MARKER: DS = TRIANGULATION STATION DISK
 QV0297_SETTING: 66 = SET IN ROCK OUTCROP
 QV0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0297
 QV0297  HISTORY     - Date     Condition        Report By
 QV0297  HISTORY     - 1934     MONUMENTED       CGS
 QV0297  HISTORY     - 1971     GOOD             USGS
 QV0297
 QV0297                          STATION DESCRIPTION
 QV0297
 QV0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0297'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF ASHLAND AND 2
 QV0297'MILES SOUTHWEST OF THE STEEL BRIDGE OVER THE TONGUE RIVER AT THE
 QV0297'BRANDENBERG CROSSING, ON THE HIGHEST POINT OF THE FIRST RIDGE
 QV0297'WEST OF A PROMINENT RED CONICAL BUTTE WHICH IS ABOUT 0.4 MILE
 QV0297'WEST OF THE TONGUE RIVER ROAD IN SOUTHWEST QUARTER SEC. 21,
 QV0297'T. 1 N., R. 44 E.  IT IS SET ACCORDINGLY.
 QV0297'
 QV0297'TO REACH THE STATION FROM ASHLAND GO NORTH ON THE TONGUE RIVER
 QV0297'ROAD 10.5 MILES TO A FORK AND A SIGN, MILES CITY.  TAKE THE
 QV0297'RIGHT FORK, MILES CITY ROAD, AND GO 8.0 MILES TO A YELLOW
 QV0297'SCHOOLHOUSE ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON THE
 QV0297'GRADED ROAD 2.1 MILES TO A POINT WHERE THE ROAD TURNS SHARP EAST.
 QV0297'(THIS POINT IS 1.5 MILES SOUTH BY ROAD FROM THE STEEL BRIDGE
 QV0297'OVER THE TONGUE RIVER AT THE BRANDENBERG CROSSING).  HERE
 QV0297'TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF AN EAST-AND-WEST
 QV0297'FENCE 0.4 MILE TO THE NORTH BASE OF RED CONICAL BUTTE AND END
 QV0297'OF TRUCK TRAVEL.  FROM THIS POINT PACK WEST AND THEN SOUTH
 QV0297'UP TO TOP OF STEEP RIDGE AND STATION.  A 25-MINUTE PACK WITH
 QV0297'A HEAVY LOAD.  A VERY STEEP PACK.  WATER AT RANCH NEAR
 QV0297'STEEL BRIDGE.
 QV0297'
 QV0297'REFERENCE MARK NO. 1, IS EAST OF THE STATION.
 QV0297'
 QV0297'REFERENCE MARK NO. 2, IS NORTHWEST OF THE STATION.
 QV0297'
 QV0297'THE AZIMUTH MARK, IS EAST OF THE STATION AND IS IN
 QV0297'THE RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF THE ROAD AND IS
 QV0297'30 FEET EAST OF AN EAST GATEPOST.  (AT THIS POINT THE ROAD
 QV0297'TURNS SHARPLY TO THE SOUTH).
 QV0297'
 QV0297'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 QV0297
 QV0297                          STATION RECOVERY (1971)
 QV0297
 QV0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JTD)
 QV0297'THE STATION IS LOCATED ABOUT 16 MILES NORTH AIRLINE DISTANCE
 QV0297'FROM ASHLAND, MONTANA, ON THE HIGHEST POINT OF A RED TINTED
 QV0297'BUTTE IN NORTHWEST CORNER OF SECTION 22, TOWNSHIP 1 NORTH,
 QV0297'RANGE 44 EAST.
 QV0297'
 QV0297'TO REACH FROM ASHLAND, MONTANA, GO 18.3 MILES NORTH ON
 QV0297'GRAVELED TONGUE RIVER ROAD TO GATE LEFT, WHICH IS 1.5 MILES
 QV0297'BEFORE REACHING BRANDENBERG BRIDGE (AZIMUTH MARK IS 400 FEET
 QV0297'NORTH OF GATE) THRU GATE GO 1.0 MILE WEST AND NORTH ON TRACK
 QV0297'ROAD ALONG SOUTH SIDE OF FENCE TO ROAD FORK LEFT, GO LEFT 0.9
 QV0297'MILES SOUTHWEST ON TRACK ROAD TO SHARP BEND AT DRAIN, LEAVE
 QV0297'ROAD AND GO 0.15 MILES SOUTHEAST ACROSS COUNTRY TO END OF
 QV0297'TRUCK TRAVEL, PACK ABOUT 500 FEET EAST UP SMALL DRAW TO
 QV0297'STATION SITE.
 QV0297'
 QV0297'STATION MARK AND REFERENCE MARKS ARE USC AND GS BRONZE DISKS
 QV0297'SET IN OUTCROPPING SANDSTONE ROCKS.
 QV0297'
 QV0297'STATION MARK IS FLUSH WITH GROUND AND STAMPED BRANDENBERG 1934.
 QV0297'
 QV0297'REFERENCE MARK NO. 1--PROJECTS 1.5 FEET, AND IS STAMPED BRANDENBERG
 QV0297'NO. 1 1934.
 QV0297'
 QV0297'REFERENCE MARK NO. 2--PROJECTS 1.0 FOOT, AND IS STAMPED BRANDENBERG
 QV0297'NO. 2 1934.
 QV0297'
 QV0297'STATION HORTON 1934 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 QV0297'WILL SERVE AS THE AZIMUTH MARK.
 QV0297'
 QV0297'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0040 ***********************************************************************
 QV0040  DESIGNATION -  BRANDENBERG AZ MK
 QV0040  PID         -  QV0040
 QV0040  STATE/COUNTY-  MT/ROSEBUD
 QV0040  USGS QUAD   -  BRANDENBERG (1971)
 QV0040
 QV0040                         *CURRENT SURVEY CONTROL
 QV0040  ___________________________________________________________________
 QV0040* NAD 83(1986)-  45 49 55.     (N)    106 14 25.     (W)     SCALED    
 QV0040* NAVD 88     -       846.158  (meters)    2776.10   (feet)  ADJUSTED  
 QV0040  ___________________________________________________________________
 QV0040  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 QV0040  DYNAMIC HT  -         846.012 (meters)    2775.62  (feet)  COMP
 QV0040  MODELED GRAV-     980,415.3   (mgal)                       NAVD 88
 QV0040
 QV0040  VERT ORDER  -  SECOND    CLASS 0
 QV0040
 QV0040.The horizontal coordinates were scaled from a topographic map and have
 QV0040.an estimated accuracy of +/- 6 seconds.
 QV0040
 QV0040.The orthometric height was determined by differential leveling
 QV0040.and adjusted by the National Geodetic Survey in June 1991..
 QV0040
 QV0040.The geoid height was determined by GEOID03.
 QV0040
 QV0040.The dynamic height is computed by dividing the NAVD 88
 QV0040.geopotential number by the normal gravity value computed on the
 QV0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0040.degrees latitude (g = 980.6199 gals.).
 QV0040
 QV0040.The modeled gravity was interpolated from observed gravity values.
 QV0040
 QV0040;                    North         East    Units  Estimated Accuracy
 QV0040;SPC MT       -   181,070.      853,100.      MT  (+/- 180 meters Scaled)
 QV0040
 QV0040                          SUPERSEDED SURVEY CONTROL
 QV0040
 QV0040  NGVD 29 (??/??/92)  845.50   (m)         2773.9    (f) COMPUTED    2 0
 QV0040
 QV0040.Superseded values are not recommended for survey control.
 QV0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0040.See file dsdata.txt to determine how the superseded data were derived.
 QV0040
 QV0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL036761(NAD 83)
 QV0040_MARKER: DZ = AZIMUTH MARK DISK
 QV0040_SETTING: 0 = UNSPECIFIED SETTING
 QV0040_STAMPING: BRANDENBURG AZIMUTH 1934
 QV0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0040
 QV0040  HISTORY     - Date     Condition        Report By
 QV0040  HISTORY     - 1934     MONUMENTED       CGS
 QV0040  HISTORY     - 1937     GOOD             NGS
 QV0040
 QV0040                          STATION DESCRIPTION
 QV0040
 QV0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0040'18.9 MI N FROM ASHLAND.
 QV0040'18.9 MILES NORTH ALONG THE COUNTY ROAD LEADING TO GARLAND FROM THE
 QV0040'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, 1.5 MILES FROM THE WEST
 QV0040'APPROACH TO THE TONGUE RIVER BRIDGE, 40 FEET FROM THE CENTERLINE OF
 QV0040'THE ROAD, AND IN A FENCE LINE.  A STANDARD REFERENCE MARK DISK,
 QV0040'STAMPED BRANDENBURG AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0249 ***********************************************************************
 TL0249  DESIGNATION -  BRASS CAP 1
 TL0249  PID         -  TL0249
 TL0249  STATE/COUNTY-  MT/LIBERTY
 TL0249  USGS QUAD   -  TIBER DAM (1970)
 TL0249
 TL0249                         *CURRENT SURVEY CONTROL
 TL0249  ___________________________________________________________________
 TL0249* NAD 83(1986)-  48 19 28.     (N)    111 05 20.     (W)     SCALED    
 TL0249* NAVD 88     -       935.586  (meters)    3069.50   (feet)  ADJUSTED  
 TL0249  ___________________________________________________________________
 TL0249  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 TL0249  DYNAMIC HT  -         935.637 (meters)    3069.67  (feet)  COMP
 TL0249  MODELED GRAV-     980,634.0   (mgal)                       NAVD 88
 TL0249
 TL0249  VERT ORDER  -  SECOND    CLASS 0
 TL0249
 TL0249.The horizontal coordinates were scaled from a topographic map and have
 TL0249.an estimated accuracy of +/- 6 seconds.
 TL0249
 TL0249.The orthometric height was determined by differential leveling
 TL0249.and adjusted by the National Geodetic Survey in June 1991..
 TL0249
 TL0249.The geoid height was determined by GEOID03.
 TL0249
 TL0249.The dynamic height is computed by dividing the NAVD 88
 TL0249.geopotential number by the normal gravity value computed on the
 TL0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0249.degrees latitude (g = 980.6199 gals.).
 TL0249
 TL0249.The modeled gravity was interpolated from observed gravity values.
 TL0249
 TL0249;                    North         East    Units  Estimated Accuracy
 TL0249;SPC MT       -   453,950.      482,220.      MT  (+/- 180 meters Scaled)
 TL0249
 TL0249                          SUPERSEDED SURVEY CONTROL
 TL0249
 TL0249  NGVD 29 (??/??/92)  934.68   (m)         3066.5    (f) COMPUTED    2 0
 TL0249
 TL0249.Superseded values are not recommended for survey control.
 TL0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0249.See file dsdata.txt to determine how the superseded data were derived.
 TL0249
 TL0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU934523(NAD 83)
 TL0249_MARKER: DD = SURVEY DISK
 TL0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0249+STABILITY: SURFACE MOTION
 TL0249
 TL0249  HISTORY     - Date     Condition        Report By
 TL0249  HISTORY     - UNK      MONUMENTED       BOR
 TL0249  HISTORY     - 1948     GOOD             NGS
 TL0249  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0249
 TL0249                          STATION DESCRIPTION
 TL0249
 TL0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0249'19.5 MI SW FROM CHESTER.
 TL0249'0.5 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TL0249'STATION AT CHESTER, THENCE 10.2 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0249'THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES WEST
 TL0249'ALONG A GRADED DIRT ROAD, THENCE 2.2 MILES WEST ALONG A TRAIL, THENCE
 TL0249'0.6 MILE SOUTHWEST ALONG A TRAIL, ON THE UPPER NORTHEAST BANK OF THE
 TL0249'MARIAS RIVER, AT THE TIBER DAM SITE, 1.6 FEET SOUTH OF A REFERENCE
 TL0249'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 TL0249'THE GROUND.  NOTE-- DUE TO FUTURE CONSTRUCTION AT THE TIBER DAM SITE
 TL0249'IT WILL PROBABLY BE NECESSARY TO CONSULT OFFICIALS OF THE U. S. BUREAU
 TL0249'OF RECLAMATION IN ORDER TO RECOVER THIS BENCH MARK.
 TL0249
 TL0249                          STATION RECOVERY (1970)
 TL0249
 TL0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0250 ***********************************************************************
 TL0250  DESIGNATION -  BRASS CAP 3
 TL0250  PID         -  TL0250
 TL0250  STATE/COUNTY-  MT/LIBERTY
 TL0250  USGS QUAD   -  TIBER DAM (1970)
 TL0250
 TL0250                         *CURRENT SURVEY CONTROL
 TL0250  ___________________________________________________________________
 TL0250* NAD 83(1986)-  48 19 19.     (N)    111 06 01.     (W)     SCALED    
 TL0250* NAVD 88     -       871.048  (meters)    2857.76   (feet)  ADJUSTED  
 TL0250  ___________________________________________________________________
 TL0250  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TL0250  DYNAMIC HT  -         871.093 (meters)    2857.91  (feet)  COMP
 TL0250  MODELED GRAV-     980,634.1   (mgal)                       NAVD 88
 TL0250
 TL0250  VERT ORDER  -  SECOND    CLASS 0
 TL0250
 TL0250.The horizontal coordinates were scaled from a topographic map and have
 TL0250.an estimated accuracy of +/- 6 seconds.
 TL0250
 TL0250.The orthometric height was determined by differential leveling
 TL0250.and adjusted by the National Geodetic Survey in June 1991..
 TL0250
 TL0250.The geoid height was determined by GEOID03.
 TL0250
 TL0250.The dynamic height is computed by dividing the NAVD 88
 TL0250.geopotential number by the normal gravity value computed on the
 TL0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0250.degrees latitude (g = 980.6199 gals.).
 TL0250
 TL0250.The modeled gravity was interpolated from observed gravity values.
 TL0250
 TL0250;                    North         East    Units  Estimated Accuracy
 TL0250;SPC MT       -   453,690.      481,370.      MT  (+/- 180 meters Scaled)
 TL0250
 TL0250                          SUPERSEDED SURVEY CONTROL
 TL0250
 TL0250  NGVD 29 (??/??/92)  870.14   (m)         2854.8    (f) COMPUTED    2 0
 TL0250
 TL0250.Superseded values are not recommended for survey control.
 TL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0250.See file dsdata.txt to determine how the superseded data were derived.
 TL0250
 TL0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU925520(NAD 83)
 TL0250_MARKER: DD = SURVEY DISK
 TL0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0250+STABILITY: SURFACE MOTION
 TL0250
 TL0250  HISTORY     - Date     Condition        Report By
 TL0250  HISTORY     - UNK      MONUMENTED       BOR
 TL0250  HISTORY     - 1948     GOOD             NGS
 TL0250  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0250
 TL0250                          STATION DESCRIPTION
 TL0250
 TL0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0250'20.0 MI SW FROM CHESTER.
 TL0250'0.5 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TL0250'STATION AT CHESTER, THENCE 10.2 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0250'THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES WEST
 TL0250'ALONG A GRADED DIRT ROAD, THENCE 2.2 MILES WEST ALONG A TRAIL, THENCE
 TL0250'0.6 MILE SOUTHWEST ALONG A TRAIL, THENCE 0.5 MILE (ESTIMATED)
 TL0250'SOUTHWEST ACROSS COUNTRY TO THE SOUTHWEST BANK OF THE MARIAS RIVER, AT
 TL0250'THE TIBER DAM SITE, 6.0 FEET SOUTHWEST OF THE NORTHEAST FACE OF THE
 TL0250'LOWER SOUTHWEST BANK OF THE RIVER AND SET IN THE TOP OF A CONCRETE
 TL0250'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- DUE TO FUTURE
 TL0250'CONSTRUCTION AT THE TIBER DAM SITE IT WILL PROBABLY BE NECESSARY TO
 TL0250'CONSULT OFFICIALS OF THE U. S. BUREAU OF RECLAMATION IN ORDER TO
 TL0250'RECOVER THIS BENCH MARK.  NOTE-- DESC. PUTS MARK UNDERWATER.
 TL0250
 TL0250                          STATION RECOVERY (1970)
 TL0250
 TL0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0251 ***********************************************************************
 TL0251  DESIGNATION -  BRASS CAP 4
 TL0251  PID         -  TL0251
 TL0251  STATE/COUNTY-  MT/LIBERTY
 TL0251  USGS QUAD   -  TIBER DAM (1970)
 TL0251
 TL0251                         *CURRENT SURVEY CONTROL
 TL0251  ___________________________________________________________________
 TL0251* NAD 83(1986)-  48 19 03.     (N)    111 06 12.     (W)     SCALED    
 TL0251* NAVD 88     -       922.380  (meters)    3026.18   (feet)  ADJUSTED  
 TL0251  ___________________________________________________________________
 TL0251  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TL0251  DYNAMIC HT  -         922.430 (meters)    3026.34  (feet)  COMP
 TL0251  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 TL0251
 TL0251  VERT ORDER  -  SECOND    CLASS 0
 TL0251
 TL0251.The horizontal coordinates were scaled from a topographic map and have
 TL0251.an estimated accuracy of +/- 6 seconds.
 TL0251
 TL0251.The orthometric height was determined by differential leveling
 TL0251.and adjusted by the National Geodetic Survey in June 1991..
 TL0251
 TL0251.The geoid height was determined by GEOID03.
 TL0251
 TL0251.The dynamic height is computed by dividing the NAVD 88
 TL0251.geopotential number by the normal gravity value computed on the
 TL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0251.degrees latitude (g = 980.6199 gals.).
 TL0251
 TL0251.The modeled gravity was interpolated from observed gravity values.
 TL0251
 TL0251;                    North         East    Units  Estimated Accuracy
 TL0251;SPC MT       -   453,200.      481,140.      MT  (+/- 180 meters Scaled)
 TL0251
 TL0251                          SUPERSEDED SURVEY CONTROL
 TL0251
 TL0251  NGVD 29 (??/??/92)  921.48   (m)         3023.2    (f) COMPUTED    2 0
 TL0251
 TL0251.Superseded values are not recommended for survey control.
 TL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0251.See file dsdata.txt to determine how the superseded data were derived.
 TL0251
 TL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU923515(NAD 83)
 TL0251_MARKER: DD = SURVEY DISK
 TL0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0251+STABILITY: SURFACE MOTION
 TL0251
 TL0251  HISTORY     - Date     Condition        Report By
 TL0251  HISTORY     - UNK      MONUMENTED       BOR
 TL0251  HISTORY     - 1948     GOOD             NGS
 TL0251  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0251
 TL0251                          STATION DESCRIPTION
 TL0251
 TL0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0251'20.3 MI SW FROM CHESTER.
 TL0251'0.5 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TL0251'STATION AT CHESTER, THENCE 10.2 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0251'THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES WEST
 TL0251'ALONG A GRADED DIRT ROAD, THENCE 2.2 MILES WEST ALONG A TRAIL, THENCE
 TL0251'0.6 MILE SOUTHWEST ALONG A TRAIL, THENCE 0.8 MILE SOUTHWEST ACROSS
 TL0251'COUNTRY TO THE SOUTHWEST SIDE OF THE MARIAS RIVER, AT THE TIBER DAM
 TL0251'SITE, ON TOP OF THE UPPER SOUTHWEST BANK OF THE RIVER, 36.0 FEET NORTH
 TL0251'OF THE NORTHWEST CORNER OF A WHITE FRAME BUILDING, AND SET IN THE TOP
 TL0251'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. NOTE-- DUE TO
 TL0251'FUTURE CONSTRUCTION AT THE TIBER DAM SITE IT WILL PROBABLY BE
 TL0251'NECESSARY TO CONSULT OFFICIALS OF THE U. S. BUREAU OF RECLAMATION IN
 TL0251'ORDER TO RECOVER THIS BENCH MARK.
 TL0251
 TL0251                          STATION RECOVERY (1970)
 TL0251
 TL0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0624 ***********************************************************************
 TJ0624  DESIGNATION -  BRAZIL RESET
 TJ0624  PID         -  TJ0624
 TJ0624  STATE/COUNTY-  MT/VALLEY
 TJ0624  USGS QUAD   -  BILLICK COULEE (1978)
 TJ0624
 TJ0624                         *CURRENT SURVEY CONTROL
 TJ0624  ___________________________________________________________________
 TJ0624* NAD 83(1992)-  48 12 12.60352(N)    106 52 50.96859(W)     ADJUSTED  
 TJ0624* NAVD 88     -       725.3    (meters)    2380.     (feet)  VERTCON   
 TJ0624  ___________________________________________________________________
 TJ0624  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 TJ0624  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 TJ0624
 TJ0624  HORZ ORDER  -  THIRD
 TJ0624
 TJ0624.The horizontal coordinates were established by classical geodetic methods
 TJ0624.and adjusted by the National Geodetic Survey in July 1992..
 TJ0624
 TJ0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0624
 TJ0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0624
 TJ0624.The geoid height was determined by GEOID03.
 TJ0624
 TJ0624;                    North         East     Units Scale Factor Converg.
 TJ0624;SPC MT       -   442,567.558   794,574.673   MT  0.99960951   +1 54 57.4
 TJ0624;SPC MT       - 1,451,993.30  2,606,872.29   iFT  0.99960951   +1 54 57.4
 TJ0624;UTM  13      - 5,340,629.188   360,254.375   MT  0.99983995   -1 24 08.7
 TJ0624
 TJ0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0624!SPC MT       -   0.99988896  x   0.99960951  =   0.99949852
 TJ0624!UTM  13      -   0.99988896  x   0.99983995  =   0.99972893
 TJ0624
 TJ0624:                Primary Azimuth Mark                     Grid Az
 TJ0624:SPC MT       -  ANTELOPE                                 079 20 28.0
 TJ0624:UTM  13      -  ANTELOPE                                 082 39 34.1
 TJ0624
 TJ0624|---------------------------------------------------------------------|
 TJ0624| PID    Reference Object                     Distance      Geod. Az  |
 TJ0624|                                                           dddmmss.s |
 TJ0624| TJ0620 ANTELOPE                            APPROX. 4.7 KM 0811525.4 |
 TJ0624|---------------------------------------------------------------------|
 TJ0624
 TJ0624                          SUPERSEDED SURVEY CONTROL
 TJ0624
 TJ0624  NAD 83(1986)-  48 12 12.60018(N)    106 52 50.96031(W) AD(       ) 3
 TJ0624  NAD 27      -  48 12 12.54401(N)    106 52 48.73568(W) AD(       ) 3
 TJ0624  NGVD 29 (07/19/86)  724.6    (m)         2377.     (f) VERT ANG       
 TJ0624
 TJ0624.Superseded values are not recommended for survey control.
 TJ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0624.See file dsdata.txt to determine how the superseded data were derived.
 TJ0624
 TJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP6025440629(NAD 83)
 TJ0624
 TJ0624  HISTORY     - Date     Condition        Report By
 TJ0624  HISTORY     - 1957     MONUMENTED       USGS
 TJ0624  HISTORY     - 1957     POOR             USGS
 TJ0624
 TJ0624                          STATION DESCRIPTION
 TJ0624
 TJ0624'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TJ0624'RECOVERED AS FOLLOWS, PIPE WAS STILL IN PLACE WITH
 TJ0624'BRASS RIVET, BUT TABLET HAD BEEN RIPPED OFF.  NEW STANDARD TABLET
 TJ0624'CEMENTED IN PIPE.
 TJ0624'
 TJ0624'STATION LOCATED ABOUT 11.5 MI. DUE W. OF GLASGOW, ABOUT 2 MI. S. OF
 TJ0624'ANTELOPE CREEK, ON THE W. EDGE OF A LARGE FLAT TOP OF RIDGE BETWEEN
 TJ0624'ANTELOPE AND BRAZIL CREEKS, ABOUT 800 FT. W-SW. OF THE SE. CORNER OF
 TJ0624'SECTION 1, T.28 N., R. 37 E.
 TJ0624'
 TJ0624'TO REACH STATION FROM GLASGOW POST OFFICE GO NW. ALONG SECOND AVE. S.,
 TJ0624'WHICH CONTINUES NW. ON GRAVELED RD., 2.2 MI. TO RD. FORK, JUST AFTER
 TJ0624'CROSSING MILK RIVER, TAKE LEFT FORK AND PROCEED DUE W. ON GRAVELED RD.
 TJ0624'3.5 MI. PASSING BY SEVERAL JUNCTIONS WITH MINOR RDS. TO T-RD. N.,
 TJ0624'CONTINUE STRAIGHT AHEAD ON DIRT RD. 1.3 MI. TO GATE, GO THRU GATE AND
 TJ0624'ON TRACK RD.TO TOP OF RIDGE AND THEN NW. ALONG RIDGE TOP GOING
 TJ0624'STRAIGHT AHEAD AT ALL JUNCTIONS, 3.2 MI. TO FIRST GATE AND THEN 2.1
 TJ0624'MI. TO SECOND GATE.  STATION IS 1274 FT. NW. OF THIS POINT.
 TJ0624'
 TJ0624'STATION MARK - STANDARD TABLET CEMENTED IN TOP OF PIPE, PROJECTING 0.9
 TJ0624'FT. STAMPED ---BRAZIL RESET 1957---.
 TJ0624'
 TJ0624'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TOP OF CEDAR POST
 TJ0624'PROJECTING 0.9 FT. AND SET 38.88 FT. FROM STATION, S 72 DEG 15 MIN W.
 TJ0624'
 TJ0624'REFERENCE MARK NO.2 - A 1/2 IN. STEEL REINFORCING ROD PROJECTING 0.8
 TJ0624'FT. AND SET 41.77 FT. FROM STATION, S 30 DEG 13 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0757 ***********************************************************************
 TH0757  DESIGNATION -  BREAK
 TH0757  PID         -  TH0757
 TH0757  STATE/COUNTY-  MT/SHERIDAN
 TH0757  USGS QUAD   -  FOUR BUTTES NE (1973)
 TH0757
 TH0757                         *CURRENT SURVEY CONTROL
 TH0757  ___________________________________________________________________
 TH0757* NAD 83(1992)-  48 59 31.03818(N)    105 35 13.70930(W)     ADJUSTED  
 TH0757* NAVD 88     -       852.     (meters)    2795.     (feet)  SCALED    
 TH0757  ___________________________________________________________________
 TH0757  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 TH0757  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 TH0757
 TH0757  HORZ ORDER  -  THIRD
 TH0757
 TH0757.The horizontal coordinates were established by classical geodetic methods
 TH0757.and adjusted by the National Geodetic Survey in July 1992..
 TH0757
 TH0757.The orthometric height was scaled from a topographic map.
 TH0757
 TH0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0757
 TH0757.The geoid height was determined by GEOID03.
 TH0757
 TH0757;                    North         East     Units Scale Factor Converg.
 TH0757;SPC MT       -   534,123.994   886,236.480   MT  0.99999506   +2 51 44.2
 TH0757;SPC MT       - 1,752,375.31  2,907,600.00   iFT  0.99999506   +2 51 44.2
 TH0757;UTM  13      - 5,426,727.538   457,048.178   MT  0.99962266   -0 26 35.1
 TH0757
 TH0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0757!SPC MT       -   0.99986923  x   0.99999506  =   0.99986429
 TH0757!UTM  13      -   0.99986923  x   0.99962266  =   0.99949194
 TH0757
 TH0757:                Primary Azimuth Mark                     Grid Az
 TH0757:SPC MT       -  SCOBEY                                   269 44 42.5
 TH0757:UTM  13      -  SCOBEY                                   273 03 01.8
 TH0757
 TH0757|---------------------------------------------------------------------|
 TH0757| PID    Reference Object                     Distance      Geod. Az  |
 TH0757|                                                           dddmmss.s |
 TH0757| TH0888 SCOBEY                              APPROX. 1.3 KM 2723626.7 |
 TH0757|---------------------------------------------------------------------|
 TH0757
 TH0757                          SUPERSEDED SURVEY CONTROL
 TH0757
 TH0757  NAD 83(1986)-  48 59 31.03852(N)    105 35 13.70916(W) AD(       ) 3
 TH0757
 TH0757.Superseded values are not recommended for survey control.
 TH0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0757.See file dsdata.txt to determine how the superseded data were derived.
 TH0757
 TH0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ5704826728(NAD 83)
 TH0757_MARKER: DD = SURVEY DISK
 TH0757_SETTING: 0 = UNSPECIFIED SETTING
 TH0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0757
 TH0757  HISTORY     - Date     Condition        Report By
 TH0757  HISTORY     - 1911     MONUMENTED       IBC
 TH0757
 TH0757                          STATION DESCRIPTION
 TH0757
 TH0757'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0757'ABOUT ONE - HALF MILE SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 533.
 TH0757'THE STATION IS ON A FLAT - TOPPED HILL AND IS ABOUT 50 METERS SOUTH
 TH0757'OF THE HEAD OF A DEEP DRAW THAT SLOPES TO THE SOUTHWEST.
 TH0757'
 TH0757'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TH0757'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0720 ***********************************************************************
 PZ0720  DESIGNATION -  BRENNER
 PZ0720  PID         -  PZ0720
 PZ0720  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0720  USGS QUAD   -  JEFF DAVIS PEAK (1988)
 PZ0720
 PZ0720                         *CURRENT SURVEY CONTROL
 PZ0720  ___________________________________________________________________
 PZ0720* NAD 83(1992)-  44 56 58.92986(N)    113 09 26.83304(W)     ADJUSTED  
 PZ0720* NAVD 88     -      2561.     (meters)    8402.     (feet)  SCALED    
 PZ0720  ___________________________________________________________________
 PZ0720  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 PZ0720  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 PZ0720
 PZ0720  HORZ ORDER  -  THIRD
 PZ0720
 PZ0720.The horizontal coordinates were established by classical geodetic methods
 PZ0720.and adjusted by the National Geodetic Survey in July 1992..
 PZ0720
 PZ0720.The orthometric height was scaled from a topographic map.
 PZ0720
 PZ0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0720
 PZ0720.The geoid height was determined by GEOID03.
 PZ0720
 PZ0720;                    North         East     Units Scale Factor Converg.
 PZ0720;SPC MT       -    84,512.528   311,465.228   MT  1.00003056   -2 40 31.6
 PZ0720;SPC MT       -   277,272.07  1,021,867.55   iFT  1.00003056   -2 40 31.6
 PZ0720;SPC ID E     -   365,199.663   121,815.369   MT  1.00002251   -0 42 00.0
 PZ0720;SPC ID C     -   365,067.430   566,486.720   MT  1.00000170   +0 35 43.0
 PZ0720;UTM  12      - 4,979,627.303   329,810.820   MT  0.99995617   -1 31 28.5
 PZ0720
 PZ0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0720!SPC MT       -   0.99960037  x   1.00003056  =   0.99963092
 PZ0720!SPC ID E     -   0.99960037  x   1.00002251  =   0.99962287
 PZ0720!SPC ID C     -   0.99960037  x   1.00000170  =   0.99960207
 PZ0720!UTM  12      -   0.99960037  x   0.99995617  =   0.99955656
 PZ0720
 PZ0720:                Primary Azimuth Mark                     Grid Az
 PZ0720:SPC MT       -  E AND W                                  240 47 56.9
 PZ0720:SPC ID E     -  E AND W                                  238 49 25.3
 PZ0720:SPC ID C     -  E AND W                                  237 31 42.3
 PZ0720:UTM  12      -  E AND W                                  239 38 53.8
 PZ0720
 PZ0720|---------------------------------------------------------------------|
 PZ0720| PID    Reference Object                     Distance      Geod. Az  |
 PZ0720|                                                           dddmmss.s |
 PZ0720| PZ0738 E AND W                             APPROX.25.4 KM 2380725.3 |
 PZ0720|---------------------------------------------------------------------|
 PZ0720
 PZ0720                          SUPERSEDED SURVEY CONTROL
 PZ0720
 PZ0720  NAD 83(1986)-  44 56 58.92672(N)    113 09 26.82708(W) AD(       ) 3
 PZ0720  NAD 27      -  44 56 59.17470(N)    113 09 23.66198(W) AD(       ) 3
 PZ0720
 PZ0720.Superseded values are not recommended for survey control.
 PZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0720.See file dsdata.txt to determine how the superseded data were derived.
 PZ0720
 PZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ2981179627(NAD 83)
 PZ0720_MARKER: DD = SURVEY DISK
 PZ0720_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0720_SP_SET: SET IN BEDROCK
 PZ0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0720+STABILITY: POSITION/ELEVATION WELL
 PZ0720
 PZ0720  HISTORY     - Date     Condition        Report By
 PZ0720  HISTORY     - 1915     MONUMENTED       USGS
 PZ0720
 PZ0720                          STATION DESCRIPTION
 PZ0720
 PZ0720'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 PZ0720'LOCATED ABOUT 7 MI SW. OF GRANT, 6 MI SE. OF BRENNER.  ON NORTH
 PZ0720'END OF GRASSY HILL AT HIGH NORTH END OF DIVIDE BETWEEN HORSE
 PZ0720'PRAIRIE AND SAGE CREEKS.  IN VIEW OF BOTH GRANT AND BRENNER RR.
 PZ0720'STATIONS.
 PZ0720'
 PZ0720'NO TO REACH GIVEN.
 PZ0720'
 PZ0720'STATION MARK--STANDARD TABLET, UNSTAMPED, CEMENTED IN ROCK UNDER
 PZ0720'LARGE MONUMENT.
 PZ0720'
 PZ0720'RM 1--CHISELED CROSS ON SOLID ROCK S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1073 ***********************************************************************
 SR1073  DESIGNATION -  BREVIER
 SR1073  PID         -  SR1073
 SR1073  STATE/COUNTY-  MT/FERGUS
 SR1073  USGS QUAD   -  CARTER COULEE (1954)
 SR1073
 SR1073                         *CURRENT SURVEY CONTROL
 SR1073  ___________________________________________________________________
 SR1073* NAD 83(1992)-  47 36 04.49314(N)    108 36 11.99702(W)     ADJUSTED  
 SR1073* NAVD 88     -       872.6    (meters)    2863.     (feet)  VERTCON   
 SR1073  ___________________________________________________________________
 SR1073  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 SR1073  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 SR1073
 SR1073  HORZ ORDER  -  SECOND
 SR1073
 SR1073.The horizontal coordinates were established by classical geodetic methods
 SR1073.and adjusted by the National Geodetic Survey in July 1992..
 SR1073
 SR1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1073
 SR1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1073
 SR1073.The geoid height was determined by GEOID03.
 SR1073
 SR1073;                    North         East     Units Scale Factor Converg.
 SR1073;SPC MT       -   372,768.479   667,389.270   MT  0.99944541   +0 39 21.3
 SR1073;SPC MT       - 1,222,993.70  2,189,597.34   iFT  0.99944541   +0 39 21.3
 SR1073;UTM  12      - 5,274,765.337   680,149.237   MT  0.99999883   +1 46 13.2
 SR1073
 SR1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1073!SPC MT       -   0.99986558  x   0.99944541  =   0.99931106
 SR1073!UTM  12      -   0.99986558  x   0.99999883  =   0.99986441
 SR1073
 SR1073|---------------------------------------------------------------------|
 SR1073| PID    Reference Object                     Distance      Geod. Az  |
 SR1073|                                                           dddmmss.s |
 SR1073| CQ5179 BREVIER RM 1                         10.504 METERS 09635     |
 SR1073| CQ5180 BREVIER RM 2                          7.452 METERS 18128     |
 SR1073| CQ5178 BREVIER AZ MK                                      3025039.4 |
 SR1073|---------------------------------------------------------------------|
 SR1073
 SR1073                          SUPERSEDED SURVEY CONTROL
 SR1073
 SR1073  NAD 83(1986)-  47 36 04.48801(N)    108 36 11.98103(W) AD(       ) 2
 SR1073  NAD 27      -  47 36 04.51500(N)    108 36 09.44800(W) AD(       ) 2
 SR1073  NGVD 29 (07/19/86)  871.9    (m)         2861.     (f) VERT ANG       
 SR1073
 SR1073.Superseded values are not recommended for survey control.
 SR1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1073.See file dsdata.txt to determine how the superseded data were derived.
 SR1073
 SR1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT8014974765(NAD 83)
 SR1073_MARKER: DS = TRIANGULATION STATION DISK
 SR1073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1073_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1073
 SR1073  HISTORY     - Date     Condition        Report By
 SR1073  HISTORY     - 1889     MONUMENTED       MORC
 SR1073  HISTORY     - 1948     GOOD             CGS
 SR1073  HISTORY     - 1953     GOOD             USGS
 SR1073
 SR1073                          STATION DESCRIPTION
 SR1073
 SR1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SR1073'STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF ROY AND ABOUT
 SR1073'1-1/2 MILES SOUTH OF THE MISSOURI RIVER.
 SR1073'
 SR1073'TO REACH THE STATION FROM THE DEPOT IN ROY, CROSS THE RAILROAD
 SR1073'TRACKS AT THE WATER TANK AND GO NORTH FOR ABOUT 100 FEET, TURN
 SR1073'RIGHT AND GO EAST FOR 3.2 MILES ON THE MAIN TRAVELED ROAD
 SR1073'TO A T-ROAD NORTH, TURN LEFT AND GO NORTH FOR 5.25 MILES
 SR1073'TO A FORK, TAKE LEFT FORK STRAIGHT AHEAD FOR 2.35 MILES TO A
 SR1073'RANCH AND RESERVOIR, CONTINUE STRAIGHT AHEAD FOR 1.9 MILES
 SR1073'TO A CROSSROAD, TURN RIGHT AND GO 4.75 MILES TO A FENCE CORNER,
 SR1073'TURN LEFT AND GO NORTH FOR 3.25 MILES TO A FORK, KEEP TO THE
 SR1073'RIGHT FORK FOR 1.0 MILE TO ANOTHER FORK, KEEP RIGHT ON MAIN
 SR1073'TRAVELED ROAD FOR 2.25 MILES TO A WIRE GATE, PASS THROUGH
 SR1073'GATE AND CONTINUE ON MAIN TRAVELED ROAD FOR 0.35 MILE TO
 SR1073'ANOTHER WIRE GATE, PASS THROUGH GATE AND CONTINUE ON MAIN
 SR1073'TRAVELED ROAD FOR 0.6 MILE TO ANOTHER WIRE GATE JUST
 SR1073'AFTER PASSING A RANCH HOUSE ON THE LEFT, CONTINUE
 SR1073'THROUGH GATE AND ON MAIN TRAVELED ROAD FOR 0.2 MILE TO GAME
 SR1073'REFUGE SIGNS JUST BEFORE REACHING CORRAL ON THE LEFT,
 SR1073'CONTINUE AHEAD ON MAIN TRAVELED ROAD FOR 4.7 MILES TO A
 SR1073'FORK, TAKE RIGHT FORK EASTERLY FOR 0.6 MILE TO
 SR1073'TRIANGULATION STATION ARMEL (MORC) ON THE LEFT, CONTINUE
 SR1073'FOR 2.4 MILES ON MAIN TRAVELED ROAD TO THE AZIMUTH MARK ON
 SR1073'THE LEFT, CONTINUE ON MAIN TRAVELED ROAD FOR 0.25 MILE TO DIM
 SR1073'TRACKS LEADING TO THE RIGHT, TURN RIGHT AND FOLLOW THE DIM
 SR1073'TRACKS TO THE STATION, A DISTANCE OF ABOUT 0.1 MILE.
 SR1073'
 SR1073'THE STATION IS 32 FEET EAST OF A WHITE WITNESS POST.  IT IS A
 SR1073'MISSOURI RIVER COMMISSION STATION MARK CAPPED ON THE TOP OF A
 SR1073'5-INCH IRON PIPE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 SR1073'DISK IS NOT STAMPED.
 SR1073'
 SR1073'REFERENCE MARK NO. 1 IS 4 FEET EAST OF THE WITNESS POST.
 SR1073'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 SR1073'SQUARE CONCRETE POST.  THE MARK PROJECTS ABOUT 10 INCHES
 SR1073'AND THE DISK IS STAMPED BREVIER MORC NO 1 1948.
 SR1073'
 SR1073'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SR1073'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1073'ABOUT 8 INCHES, AND THE DISK IS STAMPED BREVIER MORC NO 2 1948.
 SR1073'
 SR1073'AZIMUTH MARK IS ABOUT 0.25 MILE FROM THE STATION, AND 45
 SR1073'FEET NORTH OF THE CENTER OF A DIRT ROAD.  IT IS A STANDARD
 SR1073'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SR1073'POST.  THE MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS
 SR1073'STAMPED BREVIER MORC 1948.
 SR1073'
 SR1073'STATIONS ARMEL (MORC) AND SLIPPERY ANN ARE VISIBLE FROM A
 SR1073'4-FOOT STAND.
 SR1073
 SR1073                          STATION RECOVERY (1953)
 SR1073
 SR1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SR1073'THIS STATION OCCUPIED BY USGS FOR PHOTO IDENTIFICATION ONLY.
 SR1073'
 SR1073'STATION MARK--A MORC STATION MARK CAPPED ON THE TOP OF A 5 IN. IRON
 SR1073'PIPE, PROJECTING 8 IN., AND THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0745 ***********************************************************************
 QX0745  DESIGNATION -  BRIDGER
 QX0745  PID         -  QX0745
 QX0745  STATE/COUNTY-  MT/GALLATIN
 QX0745  USGS QUAD   -  SADDLE PEAK (1987)
 QX0745
 QX0745                         *CURRENT SURVEY CONTROL
 QX0745  ___________________________________________________________________
 QX0745* NAD 83(1992)-  45 47 29.03894(N)    110 56 15.61439(W)     ADJUSTED  
 QX0745* NAVD 88     -      2793.2    (meters)    9164.     (feet)  VERTCON   
 QX0745  ___________________________________________________________________
 QX0745  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 QX0745  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 QX0745
 QX0745  HORZ ORDER  -  THIRD
 QX0745
 QX0745.The horizontal coordinates were established by classical geodetic methods
 QX0745.and adjusted by the National Geodetic Survey in July 1992..
 QX0745
 QX0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0745
 QX0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0745
 QX0745.The geoid height was determined by GEOID03.
 QX0745
 QX0745;                    North         East     Units Scale Factor Converg.
 QX0745;SPC MT       -   172,327.449   488,264.584   MT  0.99961727   -1 03 06.0
 QX0745;SPC MT       -   565,378.77  1,601,917.93   iFT  0.99961727   -1 03 06.0
 QX0745;UTM  12      - 5,070,872.882   504,844.409   MT  0.99960029   +0 02 40.8
 QX0745
 QX0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0745!SPC MT       -   0.99956398  x   0.99961727  =   0.99918142
 QX0745!UTM  12      -   0.99956398  x   0.99960029  =   0.99916445
 QX0745
 QX0745:                Primary Azimuth Mark                     Grid Az
 QX0745:SPC MT       -  PARIS                                    060 49 36.8
 QX0745:UTM  12      -  PARIS                                    059 43 50.0
 QX0745
 QX0745|---------------------------------------------------------------------|
 QX0745| PID    Reference Object                     Distance      Geod. Az  |
 QX0745|                                                           dddmmss.s |
 QX0745| QX0743 PARIS                               APPROX. 6.9 KM 0594630.8 |
 QX0745|---------------------------------------------------------------------|
 QX0745
 QX0745                          SUPERSEDED SURVEY CONTROL
 QX0745
 QX0745  NAD 83(1986)-  45 47 29.03523(N)    110 56 15.60131(W) AD(       ) 3
 QX0745  NAD 27      -  45 47 29.28358(N)    110 56 12.78849(W) AD(       ) 3
 QX0745  NGVD 29 (07/19/86) 2791.9    (m)         9160.     (f) VERT ANG       
 QX0745
 QX0745.Superseded values are not recommended for survey control.
 QX0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0745.See file dsdata.txt to determine how the superseded data were derived.
 QX0745
 QX0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR0484470873(NAD 83)
 QX0745_MARKER: DD = SURVEY DISK
 QX0745_SETTING: 66 = SET IN ROCK OUTCROP
 QX0745_SP_SET: SET IN ROCK OUTCROP
 QX0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0745+STABILITY: POSITION/ELEVATION WELL
 QX0745
 QX0745  HISTORY     - Date     Condition        Report By
 QX0745  HISTORY     - 1948     MONUMENTED       USGS
 QX0745
 QX0745                          STATION DESCRIPTION
 QX0745
 QX0745'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0745'STATION IS LOCATED ON S. POINT OF BARE DOUBLE PEAK, ABOUT 9.0 MI.
 QX0745'(AIRLINE) NE. OF BOZEMAN, ON S. END OF BRIDGER MOUNTAINS.
 QX0745'
 QX0745'TO REACH STATION FROM LIVINGSTON POST OFFICE, DRIVE N. 1 BLOCK TO
 QX0745'U.S. HIGHWAY 10, TURN LEFT (W.) FOR 14.1 MI. TO JUNCTION, TURN RIGHT
 QX0745'(N.) ON BRIDGER CANYON ROAD FOR 7.9 MI. TO JUNCTION, TURN RIGHT (NE.)
 QX0745'FOR 6.6 MI. TO RANCH RD. JUNCTION, TURN LEFT (W.) 0.4 MI. TO RANCH
 QX0745'HOUSE, CONTINUE ACROSS BRIDGE FOR 0.2 MI. ON TRACK RD. AND END OF
 QX0745'TRUCK TRAVEL, PACK UP BLAZED TRAIL FOR ABOUT 20 MINUTES TO CLEARING
 QX0745'WITH LONE TREE IN CENTER, FOLLOW RIGHT ALONG SIDE OF CLEARING TO
 QX0745'RIDGE, LEAVE TRAIL, CLIMB W. UP HILL AND PICK UP WELL DEFINED USFS
 QX0745'TRAIL, FOLLOW TRAIL S. FOR ABOUT 1 HOUR, LEAVE TRAIL AGAIN AND
 QX0745'CLIMB SW. UP STEEP SLOPE TO TOP AND STATION, A 5 HOUR PACK.  STATION
 QX0745'MARK IS ON S. OF TWO TOPS.
 QX0745'
 QX0745'STATION MARK--STANDARD TABLET, STAMPED ---BRIDGER 1948---, CEMENTED
 QX0745'IN ROCK, ABOUT 1 FT. BELOW SURFACE.
 QX0745'
 QX0745'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0744 ***********************************************************************
 QX0744  DESIGNATION -  BRIDGER PEAK
 QX0744  PID         -  QX0744
 QX0744  STATE/COUNTY-  MT/GALLATIN
 QX0744  USGS QUAD   -  SADDLE PEAK (1987)
 QX0744
 QX0744                         *CURRENT SURVEY CONTROL
 QX0744  ___________________________________________________________________
 QX0744* NAD 83(1992)-  45 47 37.02973(N)    110 56 10.46459(W)     ADJUSTED  
 QX0744* NAVD 88     -                                                        
 QX0744  ___________________________________________________________________
 QX0744  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 QX0744  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 QX0744
 QX0744  HORZ ORDER  -  THIRD
 QX0744
 QX0744.The horizontal coordinates were established by classical geodetic methods
 QX0744.and adjusted by the National Geodetic Survey in July 1992..
 QX0744
 QX0744
 QX0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0744
 QX0744.The geoid height was determined by GEOID03.
 QX0744
 QX0744;                    North         East     Units Scale Factor Converg.
 QX0744;SPC MT       -   172,571.983   488,380.272   MT  0.99961646   -1 03 02.2
 QX0744;SPC MT       -   566,181.05  1,602,297.48   iFT  0.99961646   -1 03 02.2
 QX0744;UTM  12      - 5,071,119.581   504,955.395   MT  0.99960030   +0 02 44.5
 QX0744
 QX0744                          SUPERSEDED SURVEY CONTROL
 QX0744
 QX0744  NAD 83(1986)-  45 47 37.02676(N)    110 56 10.46099(W) AD(       ) 4
 QX0744  NAD 27      -  45 47 37.32000(N)    110 56 07.83000(W) AD(       ) 3
 QX0744
 QX0744.Superseded values are not recommended for survey control.
 QX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0744.See file dsdata.txt to determine how the superseded data were derived.
 QX0744
 QX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR0495571120(NAD 83)
 QX0744_MARKER: 03 = MOUNTAIN PEAK
 QX0744
 QX0744  HISTORY     - Date     Condition        Report By
 QX0744  HISTORY     - 1922     FIRST OBSERVED   CGS
 QX0744
 QX0744                          STATION DESCRIPTION
 QX0744
 QX0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 QX0744'NO FURTHER DESCRIPTION OF THIS STATION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0360 ***********************************************************************
 QV0360  DESIGNATION -  BRINK
 QV0360  PID         -  QV0360
 QV0360  STATE/COUNTY-  MT/BIG HORN
 QV0360  USGS QUAD   -  CAMP FOUR (1969)
 QV0360
 QV0360                         *CURRENT SURVEY CONTROL
 QV0360  ___________________________________________________________________
 QV0360* NAD 83(1993)-  45 27 16.05743(N)    107 55 57.06105(W)     ADJUSTED  
 QV0360* NAVD 88     -      1141.7    (meters)    3746.     (feet)  VERTCON   
 QV0360  ___________________________________________________________________
 QV0360  LAPLACE CORR-          -8.77  (seconds)                    DEFLEC99
 QV0360  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 QV0360
 QV0360  HORZ ORDER  -  SECOND
 QV0360
 QV0360.The horizontal coordinates were established by classical geodetic methods
 QV0360.and adjusted by the National Geodetic Survey in January 1997..
 QV0360
 QV0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0360
 QV0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0360
 QV0360.The geoid height was determined by GEOID03.
 QV0360
 QV0360;                    North         East     Units Scale Factor Converg.
 QV0360;SPC MT       -   135,091.531   722,572.261   MT  0.99975761   +1 08 47.8
 QV0360;SPC MT       -   443,213.68  2,370,643.90   iFT  0.99975761   +1 08 47.8
 QV0360;UTM  13      - 5,037,620.973   270,708.677   MT  1.00024645   -2 05 27.2
 QV0360;UTM  12      - 5,038,015.127   739,844.072   MT  1.00030733   +2 11 14.0
 QV0360
 QV0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0360!SPC MT       -   0.99982312  x   0.99975761  =   0.99958077
 QV0360!UTM  13      -   0.99982312  x   1.00024645  =   1.00006952
 QV0360!UTM  12      -   0.99982312  x   1.00030733  =   1.00013039
 QV0360
 QV0360|---------------------------------------------------------------------|
 QV0360| PID    Reference Object                     Distance      Geod. Az  |
 QV0360|                                                           dddmmss.s |
 QV0360| CQ5182 BRINK RM 1                           18.658 METERS 04005     |
 QV0360| CQ5181 BRINK AZ MK                                        1193427.1 |
 QV0360| CQ5183 BRINK RM 2                           13.870 METERS 28952     |
 QV0360|---------------------------------------------------------------------|
 QV0360
 QV0360                          SUPERSEDED SURVEY CONTROL
 QV0360
 QV0360  NAD 83(1992)-  45 27 16.05338(N)    107 55 57.05539(W) AD(       ) 2
 QV0360  NAD 83(1986)-  45 27 16.05106(N)    107 55 57.04736(W) AD(       ) 2
 QV0360  NAD 27      -  45 27 16.19850(N)    107 55 54.64320(W) AD(       ) 2
 QV0360  NGVD 29 (07/19/86) 1141.0    (m)         3743.     (f) VERT ANG       
 QV0360
 QV0360.Superseded values are not recommended for survey control.
 QV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0360.See file dsdata.txt to determine how the superseded data were derived.
 QV0360
 QV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL7070937621(NAD 83)
 QV0360_MARKER: DS = TRIANGULATION STATION DISK
 QV0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0360
 QV0360  HISTORY     - Date     Condition        Report By
 QV0360  HISTORY     - 1957     MONUMENTED       CGS
 QV0360
 QV0360                          STATION DESCRIPTION
 QV0360
 QV0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0360'STATION IS ABOUT 10-1/4 MILES WEST OF ST. XAVIER, ABOUT 2 MILES
 QV0360'EAST OF MUDDY CREEK AND 2-1/2 MILES SOUTH OF BEAUVAIS CREEK
 QV0360'AND AT THE NORTH EDGE OF THE ROAD LEADING FROM PRYOR TO HARDIN
 QV0360'THROUGH THE CROW INDIAN RESERVATION.
 QV0360'
 QV0360'TO REACH FROM CROW AGENCY DEPOT, GO NORTH ON U.S. HIGHWAY 87
 QV0360'FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT, CROSSING RAILROAD
 QV0360'TRACKS, AND GO WESTERLY ON GRAVEL ROAD FOR 9.9 MILES TO
 QV0360'T-INTERSECTION WITH SURFACED ROAD.  TURN RIGHT AND FOLLOW SURFACED
 QV0360'ROAD NORTHWEST FOR 1.25 MILES TO THE CENTER OF BRIDGE OVER
 QV0360'BIG HORN RIVER.  CONTINUE WEST ON SURFACED ROAD FOR 0.45 MILE
 QV0360'TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH, AND GO 0.1 MILE TO
 QV0360'A CATTLEGUARD.  CROSS CATTLEGUARD AND CONTINUE SOUTHERLY ON
 QV0360'GRAVEL ROAD FOR 16.85 MILES TO A FORK AT POWER LINE.  TAKE
 QV0360'RIGHT FORK AND GO WESTERLY ALONG POWER LINE FOR 7.2 MILES TO
 QV0360'AZIMUTH MARK ABOUT 40 YARDS ON LEFT.  CONTINUE WEST ON ROAD
 QV0360'FOR 0.2 MILE TO CATTLEGUARD AND STATION ON RIGHT.
 QV0360'
 QV0360'STATION MARKS ARE STANDARD DISKS, STAMPED BRINK 1957.  THE
 QV0360'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 QV0360'INCHES BELOW GROUND SURFACE.  THE SURFACE MARK IS SET IN THE
 QV0360'TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES.
 QV0360'IT IS 34 FEET NORTH OF THE CENTER OF CATTLEGUARD AND 11 FEET
 QV0360'WEST OF A NORTH-SOUTH FENCELINE.  NO WHITE WITNESS POST WAS
 QV0360'SET.
 QV0360'
 QV0360'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRINK NO 1 1957.
 QV0360'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 QV0360'PROJECTS 6 INCHES.  IT IS SET IN THE FENCELINE AND 93 FEET
 QV0360'NORTH OF THE CENTER OF CATTLEGUARD.
 QV0360'
 QV0360'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRINK NO 2 1957.
 QV0360'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 QV0360'PROJECTS 6 INCHES.  IT IS 57 FEET WEST OF THE FENCELINE AND
 QV0360'36 FEET NORTH OF THE ROAD CENTER.
 QV0360'
 QV0360'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRINK 1957.  IT IS
 QV0360'SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 QV0360'8 INCHES.  IT IS 136 FEET SOUTH OF THE GRAVEL ROAD CENTER AND
 QV0360'1 FOOT WEST OF A POWERLINE POLE.  NO WHITE WITNESS POST WAS
 QV0360'SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0176 ***********************************************************************
 QX0176  DESIGNATION -  BRISBIN
 QX0176  PID         -  QX0176
 QX0176  STATE/COUNTY-  MT/PARK
 QX0176  USGS QUAD   -  BRISBIN (1981)
 QX0176
 QX0176                         *CURRENT SURVEY CONTROL
 QX0176  ___________________________________________________________________
 QX0176* NAD 83(1986)-  45 31 13.     (N)    110 36 35.     (W)     SCALED    
 QX0176* NAVD 88     -      1433.639  (meters)    4703.53   (feet)  ADJUSTED  
 QX0176  ___________________________________________________________________
 QX0176  GEOID HEIGHT-          -9.83  (meters)                     GEOID03
 QX0176  DYNAMIC HT  -        1433.130 (meters)    4701.86  (feet)  COMP
 QX0176  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 QX0176
 QX0176  VERT ORDER  -  FIRST     CLASS II
 QX0176
 QX0176.The horizontal coordinates were scaled from a topographic map and have
 QX0176.an estimated accuracy of +/- 6 seconds.
 QX0176
 QX0176.The orthometric height was determined by differential leveling
 QX0176.and adjusted by the National Geodetic Survey in June 1991..
 QX0176
 QX0176.The geoid height was determined by GEOID03.
 QX0176
 QX0176.The dynamic height is computed by dividing the NAVD 88
 QX0176.geopotential number by the normal gravity value computed on the
 QX0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0176.degrees latitude (g = 980.6199 gals.).
 QX0176
 QX0176.The modeled gravity was interpolated from observed gravity values.
 QX0176
 QX0176;                    North         East    Units  Estimated Accuracy
 QX0176;SPC MT       -   141,790.      513,320.      MT  (+/- 180 meters Scaled)
 QX0176
 QX0176                          SUPERSEDED SURVEY CONTROL
 QX0176
 QX0176  NGVD 29 (08/20/92) 1432.490  (m)         4699.76   (f) ADJUSTED    1 2
 QX0176
 QX0176.Superseded values are not recommended for survey control.
 QX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0176.See file dsdata.txt to determine how the superseded data were derived.
 QX0176
 QX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR304408(NAD 83)
 QX0176_MARKER: DS = TRIANGULATION STATION DISK
 QX0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0176_STAMPING: BRISBIN 1950
 QX0176_MARK LOGO: CGS   
 QX0176_PROJECTION: FLUSH
 QX0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0176+STABILITY: SURFACE MOTION
 QX0176
 QX0176  HISTORY     - Date     Condition        Report By
 QX0176  HISTORY     - 1950     MONUMENTED       CGS
 QX0176  HISTORY     - 1960     GOOD             NGS
 QX0176  HISTORY     - 1981     GOOD             LOCSUR
 QX0176  HISTORY     - 1983     GOOD             NGS
 QX0176
 QX0176                          STATION DESCRIPTION
 QX0176
 QX0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0176'10.3 MI S FROM LIVINGSTON.
 QX0176'ABOUT 10.3 MILES SOUTH ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0176'RAILWAY FROM THE STATION AT LIVINGSTON, AT BRISBIN, 12 TELEPHONE POLES
 QX0176'SOUTH OF MILEPOST 10, 31 FEET EAST OF THE EAST RAIL, 50 FEET NORTHEAST
 QX0176'OF THE CENTER OF A ROAD CROSSING, 23 FEET SOUTH OF A TELEPHONE POLE,
 QX0176'18 FEET WEST OF A FENCE, 11 RAILS SOUTH OF THE SWITCH FOR THE BRISBIN
 QX0176'SIDING AND LOADING PENS, 1.0 EAST OF A METAL WITNESS POST, ABOUT 2
 QX0176'FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 QX0176'FLUSH WITH THE GROUND.  IN SECTION 3, R 9 E, T 4 S.
 QX0176
 QX0176                          STATION RECOVERY (1981)
 QX0176
 QX0176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QX0176'RECOVERED IN GOOD CONDITION.
 QX0176
 QX0176                          STATION RECOVERY (1983)
 QX0176
 QX0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0176'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  14.6 KM (9.05
 QX0176'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0176'HIGHWAY 90 IN LIVINGSTON, 20.4 METERS (66.9 FT) WEST OF THE CENTERLINE
 QX0176'OF THE HIGHWAY, AND 10.8 METERS (35.4 FT) EAST OF THE CENTER OF THE
 QX0176'OLD RAILROAD BED.
 QX0176'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QX0176'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0177 ***********************************************************************
 QX0177  DESIGNATION -  BRISBIN AZ MK
 QX0177  PID         -  QX0177
 QX0177  STATE/COUNTY-  MT/PARK
 QX0177  USGS QUAD   -  BRISBIN (1981)
 QX0177
 QX0177                         *CURRENT SURVEY CONTROL
 QX0177  ___________________________________________________________________
 QX0177* NAD 83(1986)-  45 31 09.     (N)    110 36 37.     (W)     SCALED    
 QX0177* NAVD 88     -      1434.915  (meters)    4707.72   (feet)  ADJUSTED  
 QX0177  ___________________________________________________________________
 QX0177  GEOID HEIGHT-          -9.82  (meters)                     GEOID03
 QX0177  DYNAMIC HT  -        1434.406 (meters)    4706.05  (feet)  COMP
 QX0177  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 QX0177
 QX0177  VERT ORDER  -  FIRST     CLASS II
 QX0177
 QX0177.The horizontal coordinates were scaled from a topographic map and have
 QX0177.an estimated accuracy of +/- 6 seconds.
 QX0177
 QX0177.The orthometric height was determined by differential leveling
 QX0177.and adjusted by the National Geodetic Survey in June 1991..
 QX0177
 QX0177.The geoid height was determined by GEOID03.
 QX0177
 QX0177.The dynamic height is computed by dividing the NAVD 88
 QX0177.geopotential number by the normal gravity value computed on the
 QX0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0177.degrees latitude (g = 980.6199 gals.).
 QX0177
 QX0177.The modeled gravity was interpolated from observed gravity values.
 QX0177
 QX0177;                    North         East    Units  Estimated Accuracy
 QX0177;SPC MT       -   141,670.      513,280.      MT  (+/- 180 meters Scaled)
 QX0177
 QX0177                          SUPERSEDED SURVEY CONTROL
 QX0177
 QX0177  NGVD 29 (??/??/92) 1433.766  (m)         4703.95   (f) ADJ UNCH    1 2
 QX0177
 QX0177.Superseded values are not recommended for survey control.
 QX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0177.See file dsdata.txt to determine how the superseded data were derived.
 QX0177
 QX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR304407(NAD 83)
 QX0177_MARKER: DZ = AZIMUTH MARK DISK
 QX0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0177_STAMPING: BRISBIN 1950
 QX0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0177+STABILITY: SURFACE MOTION
 QX0177
 QX0177  HISTORY     - Date     Condition        Report By
 QX0177  HISTORY     - 1950     MONUMENTED       CGS
 QX0177  HISTORY     - 1960     GOOD             NGS
 QX0177  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 QX0177  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0177
 QX0177                          STATION DESCRIPTION
 QX0177
 QX0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0177'10.4 MI S FROM LIVINGSTON.
 QX0177'ABOUT 10.4 MILES SOUTH ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0177'RAILWAY FROM THE STATION AT LIVINGSTON, NEAR THE SECTION LINE OF
 QX0177'SECTIONS 3 AND 4, T 4 S, R 9 E, 0.4 MILE SOUTH OF MILEPOST 10, 9 1/2
 QX0177'FEET EAST OF THE EAST RAIL, AT A CATTLE GUARD, 72 FEET WEST OF THE
 QX0177'CENTER LINE OF A GRAVELED ROAD, 36 1/2 FEET SOUTHWEST OF A TELEPHONE
 QX0177'POLE, 1 FOOT NORTH OF A FENCE, 2.1 FEET EAST-SOUTHEAST OF A WOODEN
 QX0177'WITNESS POST, ABOUT 6 INCHES BELOW THE LEVEL OF THE TRACK, AND IN THE
 QX0177'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QX0177
 QX0177                          STATION RECOVERY (1981)
 QX0177
 QX0177'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QX0177'MARK NOT FOUND.
 QX0177
 QX0177                          STATION RECOVERY (1983)
 QX0177
 QX0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0177'THE CONCRETE POST WAS FOUND WITH THE DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0720 ***********************************************************************
 RV0720  DESIGNATION -  BROADVIEW
 RV0720  PID         -  RV0720
 RV0720  STATE/COUNTY-  MT/YELLOWSTONE
 RV0720  USGS QUAD   -  BROADVIEW WEST (1980)
 RV0720
 RV0720                         *CURRENT SURVEY CONTROL
 RV0720  ___________________________________________________________________
 RV0720* NAD 83(1992)-  46 03 46.33828(N)    108 54 07.02438(W)     ADJUSTED  
 RV0720* NAVD 88     -      1292.7    (meters)    4241.     (feet)  VERTCON   
 RV0720  ___________________________________________________________________
 RV0720  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 RV0720  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 RV0720
 RV0720  HORZ ORDER  -  FIRST
 RV0720
 RV0720.The horizontal coordinates were established by classical geodetic methods
 RV0720.and adjusted by the National Geodetic Survey in July 1992..
 RV0720
 RV0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0720
 RV0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0720
 RV0720.The geoid height was determined by GEOID03.
 RV0720
 RV0720;                    North         East     Units Scale Factor Converg.
 RV0720;SPC MT       -   201,639.696   646,252.075   MT  0.99952872   +0 26 14.9
 RV0720;SPC MT       -   661,547.56  2,120,249.59   iFT  0.99952872   +0 26 14.9
 RV0720;UTM  12      - 5,103,172.917   662,271.375   MT  0.99992371   +1 30 40.1
 RV0720
 RV0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0720!SPC MT       -   0.99979939  x   0.99952872  =   0.99932820
 RV0720!UTM  12      -   0.99979939  x   0.99992371  =   0.99972311
 RV0720
 RV0720:                Primary Azimuth Mark                     Grid Az
 RV0720:SPC MT       -  BROADVIEW AZ MK                          039 06 01.3
 RV0720:UTM  12      -  BROADVIEW AZ MK                          038 01 36.1
 RV0720
 RV0720|---------------------------------------------------------------------|
 RV0720| PID    Reference Object                     Distance      Geod. Az  |
 RV0720|                                                           dddmmss.s |
 RV0720| CQ5184 BROADVIEW AZ MK                                    0393216.2 |
 RV0720| QW0514 BILLINGS B AIRWAY BEACON            APPROX.69.3 KM 1333841.2 |
 RV0720|---------------------------------------------------------------------|
 RV0720
 RV0720                          SUPERSEDED SURVEY CONTROL
 RV0720
 RV0720  NAD 83(1986)-  46 03 46.33055(N)    108 54 06.99868(W) AD(       ) 1
 RV0720  NAD 27      -  46 03 46.50600(N)    108 54 04.43800(W) AD(       ) 1
 RV0720  NGVD 29 (07/19/86) 1291.8    (m)         4238.     (f) VERT ANG       
 RV0720
 RV0720.Superseded values are not recommended for survey control.
 RV0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0720.See file dsdata.txt to determine how the superseded data were derived.
 RV0720
 RV0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS6227103173(NAD 83)
 RV0720_MARKER: DS = TRIANGULATION STATION DISK
 RV0720_SETTING: 66 = SET IN ROCK OUTCROP
 RV0720
 RV0720  HISTORY     - Date     Condition        Report By
 RV0720  HISTORY     - 1939     MONUMENTED       CGS
 RV0720  HISTORY     - 1952     GOOD             USGS
 RV0720  HISTORY     - 1966     GOOD             CGS
 RV0720
 RV0720                          STATION DESCRIPTION
 RV0720
 RV0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 RV0720'APPROXIMATELY 2 MILES SOUTHWEST OF THE TOWN OF BROADVIEW, ON THE
 RV0720'SOUTHWEST ONE OF TWO SMALL BUTTES, AND FLUSH WITH GROUND.
 RV0720'
 RV0720'TO REACH FROM BROADVIEW, FROM THE RAILROAD DEPOT GO WEST TO T-ROAD
 RV0720'JUST SOUTH OF THE BROADVIEW WATER TANK, TURN SOUTH AND GO 1.45
 RV0720'MILES TO GATE ON RIGHT, TURN RIGHT THROUGH GATE AND FOLLOW TRAIL
 RV0720'ROAD SOUTHWESTERLY 0.25 MILE TO FORKS, TAKE LEFT FORK AROUND BASE
 RV0720'OF FIRST BUTTE AND GO 1.0 MILE, LEAVE TRAIL AND GO UP SLOPE TO
 RV0720'THE NORTHWEST 0.2 MILE TO THE HIGHEST POINT AND STATION.
 RV0720'
 RV0720'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 RV0720'IN OUTCROPPING BEDROCK.
 RV0720'REFERENCE MARKS ARE FLUSH WITH THE GROUND.
 RV0720'
 RV0720'AZIMUTH MARK IS SET IN THE LOW ROCK RIM OF THE FIRST BUTTE MENTIONED
 RV0720'ABOVE, IT IS 30 FEET WEST-SOUTHWEST OF A 3-FOOT ROCK CAIRN.
 RV0720
 RV0720                          STATION RECOVERY (1952)
 RV0720
 RV0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RV0720'STATION IS LOCATED ON THE HIGHEST HILL IN SEC.29 T.4 N., R.23 E.,
 RV0720'BY AIRLINE, STATION IS 2.0 MI. S. AND 1.0 MI. W. OF BROADVIEW,MONTANA.
 RV0720'TO REACH FROM POST OFFICE AT BROADVIEW, MONTANA, GO SE. ON MAIN
 RV0720'BLACK-TOP HIGHWAY 1.75 MI. TO CROSSROAD.  TURN RIGHT W. ACROSS
 RV0720'RAILROAD TRACKS 1.0 MI. TO CROSSROAD.  GO W. THRU GATE TO LEFT S. OF
 RV0720'CATTLEGUARD TO TRAIL FORK.  TAKE RIGHT N. TRAIL 0.25 MI. TO TRAIL FORK
 RV0720'TAKE LEFT S. TRAIL 1.05 MI. AROUND LONG LOW BUTTE TO S. SIDE OF SECOND
 RV0720'HIGHER BUTTE.  THENCE RIGHT N., 100 YD. TO TOP OF BUTTE AND TO
 RV0720'STATION.  CAN DRIVE TO STATION.
 RV0720'
 RV0720'STATION MARK - STANDARD NGS BRONZE TABLET SET IN ROCK OUTCROP FLUSH
 RV0720'WITH GROUND.
 RV0720'
 RV0720'REFERENCE MARKS - NONE.
 RV0720
 RV0720                          STATION RECOVERY (1966)
 RV0720
 RV0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 RV0720'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 RV0720'IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION WAS FOUND
 RV0720'TO BE COMPLETELY ADEQUATE.
 RV0720'
 RV0720'THIS STATION WAS OCCUPIED BY ASTRONOMIC PARTY G-47.
 RV0720'
 RV0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 RV0720'SOUTHWEST OF BROADVIEW, ON THE SOUTHWEST ONE OF TWO BUTTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0648 ***********************************************************************
 TH0648  DESIGNATION -  BROCK
 TH0648  PID         -  TH0648
 TH0648  STATE/COUNTY-  MT/ROOSEVELT
 TH0648  USGS QUAD   -  BROCKTON (1989)
 TH0648
 TH0648                         *CURRENT SURVEY CONTROL
 TH0648  ___________________________________________________________________
 TH0648* NAD 83(1992)-  48 09 01.89526(N)    104 59 34.77436(W)     ADJUSTED  
 TH0648* NAVD 88     -       673.65   (+/-2cm)    2210.1    (feet)  VERTCON   
 TH0648  ___________________________________________________________________
 TH0648  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 TH0648  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 TH0648
 TH0648  HORZ ORDER  -  FIRST
 TH0648  VERT ORDER  -  THIRD ? (See Below)
 TH0648
 TH0648.The horizontal coordinates were established by classical geodetic methods
 TH0648.and adjusted by the National Geodetic Survey in July 1992..
 TH0648
 TH0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0648.The vertical order pertains to the NGVD 29 superseded value.
 TH0648
 TH0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0648
 TH0648.The geoid height was determined by GEOID03.
 TH0648
 TH0648;                    North         East     Units Scale Factor Converg.
 TH0648;SPC MT       -   443,067.844   935,035.164   MT  0.99959057   +3 17 48.8
 TH0648;SPC MT       - 1,453,634.66  3,067,700.67   iFT  0.99959057   +3 17 48.8
 TH0648;UTM  13      - 5,333,030.859   500,521.177   MT  0.99960000   +0 00 18.8
 TH0648
 TH0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0648!SPC MT       -   0.99989719  x   0.99959057  =   0.99948780
 TH0648!UTM  13      -   0.99989719  x   0.99960000  =   0.99949723
 TH0648
 TH0648:                Primary Azimuth Mark                     Grid Az
 TH0648:SPC MT       -  BROCKTON GREAT NORTH RR TANK             089 46 26.0
 TH0648:UTM  13      -  BROCKTON GREAT NORTH RR TANK             093 03 56.0
 TH0648
 TH0648|---------------------------------------------------------------------|
 TH0648| PID    Reference Object                     Distance      Geod. Az  |
 TH0648|                                                           dddmmss.s |
 TH0648| TH0645 BROCKTON GREAT NORTH RR TANK        APPROX. 5.6 KM 0930414.8 |
 TH0648| CQ7161 BROCK RM 1                           47.698 METERS 12725     |
 TH0648| CQ7162 BROCK RM 2                           46.473 METERS 21708     |
 TH0648| CQ7160 BROCK AZ MK                                        2433325.1 |
 TH0648| TH0673 POPLAR MUNICIPAL WATER TANK         APPROX.16.4 KM 2535152.8 |
 TH0648|---------------------------------------------------------------------|
 TH0648
 TH0648                          SUPERSEDED SURVEY CONTROL
 TH0648
 TH0648  NAD 83(1986)-  48 09 01.89297(N)    104 59 34.76920(W) AD(       ) 1
 TH0648  NAD 27      -  48 09 01.82267(N)    104 59 32.86281(W) AD(       ) 1
 TH0648  NGVD 29 (07/19/86)  673.09   (m)         2208.3    (f) LEVELING    3  
 TH0648
 TH0648.Superseded values are not recommended for survey control.
 TH0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0648.See file dsdata.txt to determine how the superseded data were derived.
 TH0648
 TH0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP0052133031(NAD 83)
 TH0648_MARKER: DS = TRIANGULATION STATION DISK
 TH0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0648+STABILITY: SURFACE MOTION
 TH0648
 TH0648  HISTORY     - Date     Condition        Report By
 TH0648  HISTORY     - 1948     MONUMENTED       CGS
 TH0648  HISTORY     - 1967     GOOD             CGS
 TH0648  HISTORY     - 1978     GOOD             USAF
 TH0648
 TH0648                          STATION DESCRIPTION
 TH0648
 TH0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0648'THE STATION IS 4 MILES WEST OF BROCKTON, ON THE 1/2 SECTION LINE
 TH0648'IN SEC. 27, T. 28 N., R. 52 E., AND 0.3 MILE EAST OF THE SECTION
 TH0648'LINE BETWEEN SECTIONS 27 AND 28 AND ON LAND OWNED BY MRS. AGNES
 TH0648'BURSHIA.  IT IS 112 FEET NORTH OF A FENCE AND 14 FEET WEST OF A
 TH0648'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TH0648'BROCK 1948.
 TH0648'
 TH0648'REFERENCE MARK NO. 1 IS 156.45 FEET SOUTHEAST OF THE STATION AND
 TH0648'2 FEET NORTH OF A FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 TH0648'IS STAMPED BROCK NO 1 1948.
 TH0648'
 TH0648'REFERENCE MARK NO. 2 IS 152.40 FEET SOUTHWEST OF THE STATION AND
 TH0648'1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 TH0648'IS STAMPED BROCK NO 2 1948.
 TH0648'
 TH0648'THE AZIMUTH MARK IS 0.35 MILE WEST-SOUTHWEST OF THE STATION.  IT IS
 TH0648'7 FEET SOUTHWEST OF A WITNESS POST, 1 FOOT NORTHEAST OF THE
 TH0648'NORTHEAST GATEPOST AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK
 TH0648'PROJECTS 4 INCHES AND THE DISK IS STAMPED BROCK 1948.
 TH0648'
 TH0648'TO REACH THE STATION FROM THE GREAT NORTHERN RAILROAD DEPOT IN
 TH0648'BROCKTON, GO WEST ON U.S. HIGHWAY 2 FOR 2.8 MILES TO A CROSSROADS,
 TH0648'TURN RIGHT, GO NORTH 1.9 MILES TO A CROSSROADS AT A POWERLINE,
 TH0648'TURN LEFT, GO WEST 1.0 MILE TO A CROSSROADS, TURN LEFT, GO SOUTH
 TH0648'0.5 MILE TO A GENERAL LAND OFFICE MARK ON THE RIGHT, TURN LEFT,
 TH0648'GO EAST 0.3 MILE TO THE STATION.
 TH0648'
 TH0648'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 TH0648
 TH0648                          STATION RECOVERY (1967)
 TH0648
 TH0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TH0648'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 TH0648'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A COMPLETE NEW
 TH0648'DESCRIPTION FOLLOWS.
 TH0648'
 TH0648'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF POPLAR,
 TH0648'4 MILES WEST OF BROCKTON, ON THE 1/2 SECTION LINE OF SECTIONS
 TH0648'27, T. 28 N., R. 52 E., AND ON LAND OWNED BY MRS. AGNES BURSHIA.
 TH0648'
 TH0648'TO REACH THE STATION FROM THE RAILWAY DEPOT IN BROCKTON GO WEST ON
 TH0648'U.S. HIGHWAY 2 FOR 3.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 TH0648'GO NORTH ON A GRAVELED ROAD FOR 2.15 MILES TO A SIDE ROAD LEFT AND
 TH0648'A POWER LINE.  TURN LEFT AND GO WEST ON THE GRADED ROAD FOR 1.05
 TH0648'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE TRACK
 TH0648'ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT, AT A FENCE
 TH0648'CORNER.  HERE TURN LEFT AND FOLLOW THE FENCE LINE NORTHEAST FOR
 TH0648'0.35 MILE TO THE TOP OF A LOW RIDGE AND THE STATION ON THE
 TH0648'LEFT.
 TH0648'
 TH0648'THE STATION MARK IS A STANDARD DISK STAMPED BROCK 1948, SET IN THE
 TH0648'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 TH0648'112 FEET NORTH OF A FENCE, 20 FEET SOUTH OF A CULTIVATED FIELD AND
 TH0648'2 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 TH0648'
 TH0648'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROCK NO 1 1948, SET IN
 TH0648'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES
 TH0648'ABOVE THE GROUND SURFACE.  IT IS 158 FEET SOUTHEAST OF A METAL
 TH0648'WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 TH0648
 TH0648                          STATION RECOVERY (1978)
 TH0648
 TH0648'RECOVERY NOTE BY US AIR FORCE 1978 (AS)
 TH0648'BROCK 1948 RECOVERED GOOD.
 TH0648'
 TH0648'RM NO. 1 NO. 2 AZ. MARK RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1019 ***********************************************************************
 RX1019  DESIGNATION -  BROCK
 RX1019  PID         -  RX1019
 RX1019  STATE/COUNTY-  MT/POWELL
 RX1019  USGS QUAD   -  WINDY ROCK (1989)
 RX1019
 RX1019                         *CURRENT SURVEY CONTROL
 RX1019  ___________________________________________________________________
 RX1019* NAD 83(1992)-  46 42 37.97504(N)    112 52 16.44542(W)     ADJUSTED  
 RX1019* NAVD 88     -      2290.6    (meters)    7515.     (feet)  VERTCON   
 RX1019  ___________________________________________________________________
 RX1019  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 RX1019  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 RX1019
 RX1019  HORZ ORDER  -  THIRD
 RX1019
 RX1019.The horizontal coordinates were established by classical geodetic methods
 RX1019.and adjusted by the National Geodetic Survey in July 1992..
 RX1019
 RX1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1019
 RX1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1019
 RX1019.The geoid height was determined by GEOID03.
 RX1019
 RX1019;                    North         East     Units Scale Factor Converg.
 RX1019;SPC MT       -   278,962.567   342,448.500   MT  0.99940646   -2 27 57.9
 RX1019;SPC MT       -   915,231.52  1,123,518.70   iFT  0.99940646   -2 27 57.9
 RX1019;UTM  12      - 5,174,699.598   356,973.319   MT  0.99985144   -1 21 44.3
 RX1019
 RX1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1019!SPC MT       -   0.99964310  x   0.99940646  =   0.99904977
 RX1019!UTM  12      -   0.99964310  x   0.99985144  =   0.99949459
 RX1019
 RX1019                          SUPERSEDED SURVEY CONTROL
 RX1019
 RX1019  NAD 83(1986)-  46 42 37.97985(N)    112 52 16.43755(W) AD(       ) 3
 RX1019  NGVD 29 (05/15/92) 2289.4    (m)         7511.     (f) VERT ANG       
 RX1019
 RX1019.Superseded values are not recommended for survey control.
 RX1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1019.See file dsdata.txt to determine how the superseded data were derived.
 RX1019
 RX1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS5697374700(NAD 83)
 RX1019_MARKER: DD = SURVEY DISK
 RX1019_SETTING: 0 = UNSPECIFIED SETTING
 RX1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1019
 RX1019  HISTORY     - Date     Condition        Report By
 RX1019  HISTORY     - 1956     MONUMENTED       USGS
 RX1019
 RX1019                          STATION DESCRIPTION
 RX1019
 RX1019'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 RX1019'STATION IS LOCATED IN POWELL COUNTY, MONTANA, ON A HIGH, BALD TOP
 RX1019'NEAR THE HEADWATERS OF BROCK CREEK, APPROXIMATELY 12.8 MI. NNW. OF
 RX1019'GARRISON, MONTANA, AND 12.0 MI. ENE. OF DRUMMOND, MONTANA.
 RX1019'
 RX1019'TO REACH FROM GARRISON, MONTANA, FROM POST OFFICE, GO W. ON U.S.
 RX1019'HIGHWAY 10 FOR 4.2 MI. TO RD. RIGHT (N.) LEADING UP BROCK CREEK.
 RX1019'FOLLOW THIS RD. FOR 3.9 MI. TO RD. FORK AND BEAR LEFT UNDER MINE
 RX1019'LOADING TRESTLE.  CONTINUE FOR 3.1 MI. AND TAKE FIRE RD. LEFT AT
 RX1019'MIDDLE OF SHARP CURVE.  FOLLOW TRACK RD. UP CANYON FOR 0.6 MI. TO
 RX1019'FORK, THENCE LEFT FOR 1.7 MI., THEN RIGHT AT FORK FOR 0.4 MI., THENCE
 RX1019'RIGHT AGAIN FOR 1.0 MI. TO FORK AND SIGN TO CABIN SPRINGS.  HERE TAKE
 RX1019'BLAZED JEEP TRAIL LEFT FOR 1.4 MI., CROSS THE CREEK JUST ABOVE SMALL
 RX1019'SINK, AND CONTINUE UP HILL ON TRAIL FOR 0.5 MI. TO END OF TRUCK
 RX1019'TRAVEL.  THENCE PACK UP BLAZED TRAIL FOR APPROXIMATELY 5 MINUTES,
 RX1019'THEN BEAR NW. UP RIDGE TO TOP OF MOUNTAIN AND STATION.  STATION MARK
 RX1019'IS UNDER NORTHERNMOST OF FOUR LARGE ROCK CAIRNS.  ABOUT A 1 HOUR PACK.
 RX1019'
 RX1019'STATION MARK--A STANDARD USGS TABLET CEMENTED IN A ROCK CREVICE AND
 RX1019'STAMPED---BROCK 1956---.
 RX1019'
 RX1019'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0647 ***********************************************************************
 TH0647  DESIGNATION -  BROCK RM A
 TH0647  PID         -  TH0647
 TH0647  STATE/COUNTY-  MT/ROOSEVELT
 TH0647  USGS QUAD   -  BROCKTON (1989)
 TH0647
 TH0647                         *CURRENT SURVEY CONTROL
 TH0647  ___________________________________________________________________
 TH0647* NAD 83(1992)-  48 09 01.03115(N)    104 59 34.48139(W)     ADJUSTED  
 TH0647* NAVD 88     -       672.89   (+/-2cm)    2207.6    (feet)  VERTCON   
 TH0647  ___________________________________________________________________
 TH0647  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 TH0647  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 TH0647
 TH0647  HORZ ORDER  -  FIRST
 TH0647  VERT ORDER  -  THIRD ? (See Below)
 TH0647
 TH0647.The horizontal coordinates were established by classical geodetic methods
 TH0647.and adjusted by the National Geodetic Survey in July 1992..
 TH0647
 TH0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0647.The vertical order pertains to the NGVD 29 superseded value.
 TH0647
 TH0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0647
 TH0647.The geoid height was determined by GEOID03.
 TH0647
 TH0647;                    North         East     Units Scale Factor Converg.
 TH0647;SPC MT       -   443,041.557   935,042.741   MT  0.99959049   +3 17 49.0
 TH0647;SPC MT       - 1,453,548.42  3,067,725.53   iFT  0.99959049   +3 17 49.0
 TH0647;UTM  13      - 5,333,004.181   500,527.233   MT  0.99960000   +0 00 19.0
 TH0647
 TH0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0647!SPC MT       -   0.99989731  x   0.99959049  =   0.99948784
 TH0647!UTM  13      -   0.99989731  x   0.99960000  =   0.99949735
 TH0647
 TH0647:                Primary Azimuth Mark                     Grid Az
 TH0647:SPC MT       -  MANNING                                  057 36 33.7
 TH0647:UTM  13      -  MANNING                                  060 54 03.7
 TH0647
 TH0647|---------------------------------------------------------------------|
 TH0647| PID    Reference Object                     Distance      Geod. Az  |
 TH0647|                                                           dddmmss.s |
 TH0647| TH0635 MANNING                             APPROX.13.8 KM 0605422.7 |
 TH0647| TH0648 BROCK                                27.368 METERS 34713     |
 TH0647|---------------------------------------------------------------------|
 TH0647
 TH0647                          SUPERSEDED SURVEY CONTROL
 TH0647
 TH0647  NAD 83(1986)-  48 09 01.02882(N)    104 59 34.47622(W) AD(       ) 1
 TH0647  NAD 27      -  48 09 00.95856(N)    104 59 32.56988(W) AD(       ) 1
 TH0647  NGVD 29 (07/19/86)  672.33   (m)         2205.8    (f) LEVELING    3  
 TH0647
 TH0647.Superseded values are not recommended for survey control.
 TH0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0647.See file dsdata.txt to determine how the superseded data were derived.
 TH0647
 TH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP0052733004(NAD 83)
 TH0647_MARKER: DS = TRIANGULATION STATION DISK
 TH0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0647+STABILITY: SURFACE MOTION
 TH0647
 TH0647  HISTORY     - Date     Condition        Report By
 TH0647  HISTORY     - 1967     MONUMENTED       CGS
 TH0647
 TH0647                          STATION DESCRIPTION
 TH0647
 TH0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TH0647'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF POPLAR, 4
 TH0647'MILES WEST OF BROCKTON, ON THE 1/2 SECTION LINE OF SECTIONS 27, T.
 TH0647'28 N., R. 52 E., AND ON LAND OWNED BY MRS. AGNES BRUSHIA.
 TH0647'
 TH0647'THE STATION MARK IS A STANDARD DISK STAMPED BROCK RM A 1967, SET IN
 TH0647'THE TOP OF A ROUND CONCRETE POST THAT IS 12-INCHES IN DIAMETER AND
 TH0647'IS FLUSH WITH THE GROUND SURFACE.  IT IS 90.8 FEET SOUTH OF A METAL
 TH0647'WITNESS POST WITH SIGN ATTACHED AND 21.6 FEET NORTH OF A FENCE
 TH0647'LINE.
 TH0647'
 TH0647'TO REACH STATION BROCK FROM THE RAILWAY DEPOT IN BROCKTON GO WEST ON
 TH0647'U.S. HIGHWAY 2 FOR 3.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 TH0647'GO NORTH ON A GRAVELED ROAD FOR 2.15 MILES TO A SIDE ROAD LEFT AND
 TH0647'A POWER LINE.  TURN LEFT AND GO WEST ON THE GRADED ROAD FOR 1.05
 TH0647'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE TRACK
 TH0647'ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT, AT A FENCE
 TH0647'CORNER.  HERE TURN LEFT AND FOLLOW THE FENCE LINE NORTHEAST FOR
 TH0647'0.35 MILE TO THE TOP OF A LOW RIDGE AND THE STATION ON THE
 TH0647'LEFT.
 TH0647'
 TH0647'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BROCK 1948.
 TH0647'
 TH0647'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR BROCK
 TH0647'1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0646 ***********************************************************************
 TH0646  DESIGNATION -  BROCKTON
 TH0646  PID         -  TH0646
 TH0646  STATE/COUNTY-  MT/ROOSEVELT
 TH0646  USGS QUAD   -  BROCKTON (1989)
 TH0646
 TH0646                         *CURRENT SURVEY CONTROL
 TH0646  ___________________________________________________________________
 TH0646* NAD 83(1992)-  48 09 26.47043(N)    104 55 07.44292(W)     ADJUSTED  
 TH0646* NAVD 88     -       663.4    (meters)    2177.     (feet)  VERTCON   
 TH0646  ___________________________________________________________________
 TH0646  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 TH0646  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0646
 TH0646  HORZ ORDER  -  FIRST
 TH0646
 TH0646.The horizontal coordinates were established by classical geodetic methods
 TH0646.and adjusted by the National Geodetic Survey in July 1992..
 TH0646
 TH0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0646
 TH0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0646
 TH0646.The geoid height was determined by GEOID03.
 TH0646
 TH0646;                    North         East     Units Scale Factor Converg.
 TH0646;SPC MT       -   444,145.542   940,504.700   MT  0.99959297   +3 21 04.4
 TH0646;SPC MT       - 1,457,170.41  3,085,645.34   iFT  0.99959297   +3 21 04.4
 TH0646;UTM  13      - 5,333,792.779   506,043.610   MT  0.99960045   +0 03 37.9
 TH0646
 TH0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0646!SPC MT       -   0.99989881  x   0.99959297  =   0.99949182
 TH0646!UTM  13      -   0.99989881  x   0.99960045  =   0.99949930
 TH0646
 TH0646:                Primary Azimuth Mark                     Grid Az
 TH0646:SPC MT       -  BROCKTON GREAT NORTH RR TANK             173 08 16.9
 TH0646:UTM  13      -  BROCKTON GREAT NORTH RR TANK             176 25 43.4
 TH0646
 TH0646|---------------------------------------------------------------------|
 TH0646| PID    Reference Object                     Distance      Geod. Az  |
 TH0646|                                                           dddmmss.s |
 TH0646| TH0645 BROCKTON GREAT NORTH RR TANK        APPROX. 1.1 KM 1762921.3 |
 TH0646| CQ7163 BROCKTON AZ MK                                     1945401.7 |
 TH0646| CQ7164 BROCKTON RM 1                        11.809 METERS 25640     |
 TH0646| CQ7165 BROCKTON RM 2                        10.379 METERS 34250     |
 TH0646|---------------------------------------------------------------------|
 TH0646
 TH0646                          SUPERSEDED SURVEY CONTROL
 TH0646
 TH0646  NAD 83(1986)-  48 09 26.46804(N)    104 55 07.43782(W) AD(       ) 1
 TH0646  NAD 27      -  48 09 26.39723(N)    104 55 05.54074(W) AD(       ) 1
 TH0646  NGVD 29 (07/19/86)  662.8    (m)         2175.     (f) VERT ANG       
 TH0646
 TH0646.Superseded values are not recommended for survey control.
 TH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0646.See file dsdata.txt to determine how the superseded data were derived.
 TH0646
 TH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP0604433793(NAD 83)
 TH0646_MARKER: DS = TRIANGULATION STATION DISK
 TH0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0646+STABILITY: SURFACE MOTION
 TH0646
 TH0646  HISTORY     - Date     Condition        Report By
 TH0646  HISTORY     - 1948     MONUMENTED       CGS
 TH0646  HISTORY     - 1978     GOOD             USAF
 TH0646
 TH0646                          STATION DESCRIPTION
 TH0646
 TH0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0646'THE STATION IS 1/2 MILE NORTH OF BROCKTON, ON THE HIGHEST POINT
 TH0646'OF THE MOST PROMINENT HILL IN THE IMMEDIATE VICINITY.  IT IS 41 FEET
 TH0646'EAST OF THE NORTHEAST CORNER OF A FENCE AROUND A LARGE TRANSFORMER
 TH0646'AND 9 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 TH0646'THE DISK IS STAMPED BROCKTON 1948.
 TH0646'
 TH0646'REFERENCE MARK NO. 1 IS 38.74 FEET WEST OF THE STATION.  IT IS 16
 TH0646'FEET NORTH OF THE NORTHEAST CORNER OF THE FENCE AROUND THE
 TH0646'TRANSFORMER.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 TH0646'BROCKTON NO 1 1948.
 TH0646'
 TH0646'REFERENCE MARK NO. 2 IS 34.05 FEET NORTH OF THE STATION.  THE MARK
 TH0646'PROJECTS 6 INCHES AND THE DISK IS STAMPED BROCKTON NO 2 1948.
 TH0646'
 TH0646'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION.  IT IS 43
 TH0646'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE GRAVEL ROAD, 4 FEET
 TH0646'NORTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE CORNER.  THE
 TH0646'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BROCKTON 1948.
 TH0646'
 TH0646'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 TH0646'HIGHWAY 2 IN BROCKTON, GO NORTH 0.45 MILE TO THE AZIMUTH MARK ON
 TH0646'THE RIGHT, CONTINUE NORTH 0.1 MILE, TURN RIGHT AND GO UP HILL FOR
 TH0646'0.2 MILE TO THE STATION.
 TH0646
 TH0646                          STATION RECOVERY (1978)
 TH0646
 TH0646'RECOVERY NOTE BY US AIR FORCE 1978 (RF)
 TH0646'BROCKTON 1948 RECOVERED GOOD.
 TH0646'
 TH0646'RM NO. 1 NO. 2 AZ. MARK RECOVERED GOOD.
 TH0646'
 TH0646'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTH OF
 TH0646'BROCKTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0645 ***********************************************************************
 TH0645  DESIGNATION -  BROCKTON GREAT NORTH RR TANK
 TH0645  PID         -  TH0645
 TH0645  STATE/COUNTY-  MT/ROOSEVELT
 TH0645  USGS QUAD   -  BROCKTON (1989)
 TH0645
 TH0645                         *CURRENT SURVEY CONTROL
 TH0645  ___________________________________________________________________
 TH0645* NAD 83(1992)-  48 08 52.09626(N)    104 55 04.29163(W)     ADJUSTED  
 TH0645* NAVD 88     -       613.     (meters)    2011.     (feet)  VERTCON   
 TH0645  ___________________________________________________________________
 TH0645  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 TH0645  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0645
 TH0645  HORZ ORDER  -  THIRD
 TH0645
 TH0645.The horizontal coordinates were established by classical geodetic methods
 TH0645.and adjusted by the National Geodetic Survey in July 1992..
 TH0645
 TH0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0645
 TH0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0645
 TH0645.The geoid height was determined by GEOID03.
 TH0645
 TH0645;                    North         East     Units Scale Factor Converg.
 TH0645;SPC MT       -   443,089.881   940,631.738   MT  0.99958963   +3 21 06.7
 TH0645;SPC MT       - 1,453,706.96  3,086,062.13   iFT  0.99958963   +3 21 06.7
 TH0645;UTM  13      - 5,332,731.557   506,109.842   MT  0.99960046   +0 03 40.3
 TH0645
 TH0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0645!SPC MT       -   0.99990677  x   0.99958963  =   0.99949644
 TH0645!UTM  13      -   0.99990677  x   0.99960046  =   0.99950727
 TH0645
 TH0645                          SUPERSEDED SURVEY CONTROL
 TH0645
 TH0645  NAD 83(1986)-  48 08 52.09386(N)    104 55 04.28654(W) AD(       ) 4
 TH0645  NAD 27      -  48 08 52.02242(N)    104 55 02.38933(W) AD(       ) 3
 TH0645  NGVD 29 (07/19/86)  612.     (m)         2008.     (f) VERT ANG       
 TH0645
 TH0645.Superseded values are not recommended for survey control.
 TH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0645.See file dsdata.txt to determine how the superseded data were derived.
 TH0645
 TH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP0611032732(NAD 83)
 TH0645_MARKER: 53 = ELEVATED TANK
 TH0645
 TH0645  HISTORY     - Date     Condition        Report By
 TH0645  HISTORY     - 1948     FIRST OBSERVED   CGS
 TH0645
 TH0645                          STATION DESCRIPTION
 TH0645
 TH0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0645'THIS IS AN INTERSECTION STATION.
 TH0645'
 TH0645'LOCATED NEAR THE CENTER OF THE VILLAGE OF BROCKTON, 0.3 MILE WEST OF
 TH0645'THE RAILROAD DEPOT, AND 12 FEET NORTH OF THE NORTH RAIL OF THE
 TH0645'RAILROAD TRACK.
 TH0645'
 TH0645'THE TANK PROPER IS SUPPORTED BY FOUR STEEL LEGS.  THE LEGS AND
 TH0645'THE FEED PIPE ARE ENCLOSED BY A WOODEN STRUCTURE THAT IS 16 FEET
 TH0645'SQUARE AND APPROXIMATELY 29 FEET HIGH.  THE ENTIRE STRUCTURE IS
 TH0645'49 FEET HIGH AND THE BASE OF THE BALL AT THE APEX OF THE ROOF IS
 TH0645'THE POINT OBSERVED.
 TH0645'
 TH0645'THE HEIGHT OF THE ENTIRE STRUCTURE WAS DETERMINED BY ACTUAL TAPE
 TH0645'MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1662 ***********************************************************************
 SS1662  DESIGNATION -  BROMEDY
 SS1662  PID         -  SS1662
 SS1662  STATE/COUNTY-  MT/CASCADE
 SS1662  USGS QUAD   -  NORTHEAST GREAT FALL (1994)
 SS1662
 SS1662                         *CURRENT SURVEY CONTROL
 SS1662  ___________________________________________________________________
 SS1662* NAD 83(1992)-  47 32 05.59118(N)    111 08 22.22474(W)     ADJUSTED  
 SS1662* NAVD 88     -      1045.     (meters)    3428.     (feet)  SCALED    
 SS1662  ___________________________________________________________________
 SS1662  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 SS1662  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 SS1662
 SS1662  HORZ ORDER  -  THIRD
 SS1662
 SS1662.The horizontal coordinates were established by classical geodetic methods
 SS1662.and adjusted by the National Geodetic Survey in July 1992..
 SS1662
 SS1662.The orthometric height was scaled from a topographic map.
 SS1662
 SS1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1662
 SS1662.The geoid height was determined by GEOID03.
 SS1662
 SS1662;                    North         East     Units Scale Factor Converg.
 SS1662;SPC MT       -   366,299.842   476,634.414   MT  0.99943416   -1 11 57.5
 SS1662;SPC MT       - 1,201,771.14  1,563,761.20   iFT  0.99943416   -1 11 57.5
 SS1662;UTM  12      - 5,264,616.318   489,500.222   MT  0.99960135   -0 06 10.5
 SS1662
 SS1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1662!SPC MT       -   0.99983846  x   0.99943416  =   0.99927271
 SS1662!UTM  12      -   0.99983846  x   0.99960135  =   0.99943987
 SS1662
 SS1662                          SUPERSEDED SURVEY CONTROL
 SS1662
 SS1662  NAD 83(1986)-  47 32 05.59162(N)    111 08 22.20806(W) AD(       ) 3
 SS1662
 SS1662.Superseded values are not recommended for survey control.
 SS1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1662.See file dsdata.txt to determine how the superseded data were derived.
 SS1662
 SS1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8950064616(NAD 83)
 SS1662_MARKER: DS = TRIANGULATION STATION DISK
 SS1662_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1662_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1662
 SS1662  HISTORY     - Date     Condition        Report By
 SS1662  HISTORY     - 1889     MONUMENTED       MORC
 SS1662  HISTORY     - 1965     MARK NOT FOUND   USGS
 SS1662
 SS1662                          STATION DESCRIPTION
 SS1662
 SS1662'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SS1662'STATION IS ON RIGHT BANK, ON A SLIGHT RISE 1.75 MI. FROM RIVER, AND
 SS1662'THE HIGHEST LAND WITHIN 3 MI.  IT IS IN THE NE. 1/4 OF SEC. 31,
 SS1662'T 21 N, R 5 E, THERE IS A GROUP OF 3 HOUSES 3/4 OF A MI. NE.
 SS1662'
 SS1662'NOT FOUND IN 1965 BY USGS.
 SS1662'
 SS1662'STATION MARK--STANDARD MORC MONUMENT WITH AN IRON PIPE AND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1131 ***********************************************************************
 SR1131  DESIGNATION -  BROOKS
 SR1131  PID         -  SR1131
 SR1131  STATE/COUNTY-  MT/FERGUS
 SR1131  USGS QUAD   -  WILD BILL FLAT EAST (1978)
 SR1131
 SR1131                         *CURRENT SURVEY CONTROL
 SR1131  ___________________________________________________________________
 SR1131* NAD 83(1992)-  47 27 50.52015(N)    109 32 40.85282(W)     ADJUSTED  
 SR1131* NAVD 88     -      1105.1    (meters)    3626.     (feet)  VERTCON   
 SR1131  ___________________________________________________________________
 SR1131  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 SR1131  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR1131
 SR1131  HORZ ORDER  -  SECOND
 SR1131
 SR1131.The horizontal coordinates were established by classical geodetic methods
 SR1131.and adjusted by the National Geodetic Survey in July 1992..
 SR1131
 SR1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1131
 SR1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1131
 SR1131.The geoid height was determined by GEOID03.
 SR1131
 SR1131;                    North         East     Units Scale Factor Converg.
 SR1131;SPC MT       -   357,136.636   596,633.192   MT  0.99942364   -0 01 57.7
 SR1131;SPC MT       - 1,171,708.12  1,957,457.98   iFT  0.99942364   -0 01 57.7
 SR1131;UTM  12      - 5,257,759.044   609,678.876   MT  0.99974783   +1 04 20.9
 SR1131
 SR1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1131!SPC MT       -   0.99982902  x   0.99942364  =   0.99925275
 SR1131!UTM  12      -   0.99982902  x   0.99974783  =   0.99957689
 SR1131
 SR1131|---------------------------------------------------------------------|
 SR1131| PID    Reference Object                     Distance      Geod. Az  |
 SR1131|                                                           dddmmss.s |
 SR1131| CQ5188 BROOKS RM 1                          12.140 METERS 06657     |
 SR1131| CQ5187 BROOKS AZ MK                                       0853147.1 |
 SR1131| CQ5189 BROOKS RM 2                          29.350 METERS 33328     |
 SR1131|---------------------------------------------------------------------|
 SR1131
 SR1131                          SUPERSEDED SURVEY CONTROL
 SR1131
 SR1131  NAD 83(1986)-  47 27 50.51763(N)    109 32 40.83402(W) AD(       ) 2
 SR1131  NAD 27      -  47 27 50.59150(N)    109 32 38.16080(W) AD(       ) 2
 SR1131  NGVD 29 (07/19/86) 1104.3    (m)         3623.     (f) VERT ANG       
 SR1131
 SR1131.Superseded values are not recommended for survey control.
 SR1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1131.See file dsdata.txt to determine how the superseded data were derived.
 SR1131
 SR1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT0967957759(NAD 83)
 SR1131_MARKER: DS = TRIANGULATION STATION DISK
 SR1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1131
 SR1131  HISTORY     - Date     Condition        Report By
 SR1131  HISTORY     - 1961     MONUMENTED       CGS
 SR1131
 SR1131                          STATION DESCRIPTION
 SR1131
 SR1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1131'THE STATION IS LOCATED ABOUT 8 MILES WEST AND 6-1/2 MILES
 SR1131'SOUTH OF WINIFRED AND ABOUT 14-1/2 MILES NORTH AND 9 MILES
 SR1131'WEST OF HILGER.
 SR1131'
 SR1131'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 236 AND
 SR1131'STATE ROUTE 19 IN HILGER, GO NORTH ON STATE ROUTE 236 FOR
 SR1131'14.9 MILES TO A FORK (THIS IS ABOUT 0.8 MILE SOUTH OF THE VILLAGE
 SR1131'OF SUFFOLK), TAKE LEFT FORK AND GO NORTHWEST FOR 0.45 MILE TO
 SR1131'A SIDE ROAD LEFT, TURN LEFT AND GO WESTERLY FOR 7.0 MILES TO
 SR1131'A T ROAD, TURN RIGHT AND GO NORTHERLY FOR 0.8 MILE TO A SIDE
 SR1131'ROAD LEFT, TURN LEFT AND GO WEST FOR 2.5 MILES TO A WIRE FENCE
 SR1131'OVER AN OLD CATTLE GUARD, PASS THROUGH GATE AND CONTINUE WEST
 SR1131'FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 SR1131'WEST FOR ABOUT 50 FEET TO THE STATION ON THE LEFT.
 SR1131'
 SR1131'THE STATION MARK IS A STANDARD DISK STAMPED BROOKS 1961, SET
 SR1131'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 SR1131'THE MARK IS 46 FEET SOUTH OF THE CENTER OF ROAD, 34 FEET WEST
 SR1131'OF A FENCE AND 20.2 FEET NORTHEAST OF WITNESS POST.
 SR1131'
 SR1131'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROOKS NO 1 1961,
 SR1131'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 SR1131'INCHES.  THE MARK IS 56 FEET NORTHEAST OF WITNESS POST, 24 FEET
 SR1131'SOUTH OF THE CENTER OF ROAD AND 1 FOOT WEST OF FENCE.
 SR1131'
 SR1131'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROOKS NO 2 1961,
 SR1131'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 SR1131'WITH THE SURFACE OF THE GROUND.  THE MARK IS 104.2 FEET
 SR1131'NORTHEAST OF WITNESS POST, 11.5 FEET NORTH OF THE CENTER OF
 SR1131'ROAD AND 3.5 FEET EAST OF A POWER POLE.
 SR1131'
 SR1131'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROOKS 1961, SET
 SR1131'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 SR1131'THE SURFACE OF THE GROUND.  THE MARK IS 25 FEET NORTH OF THE
 SR1131'CENTER OF ROAD, 2.5 FEET WEST OF A TELEPHONE POLE, 1 FOOT WEST
 SR1131'OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 SR1131'
 SR1131'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON GRAVEL
 SR1131'ROAD PASSING THROUGH TWO GATES FOR 0.35 MILE TO THE AZIMUTH
 SR1131'MARK ON THE LEFT.
 SR1131'
 SR1131'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 106.45 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0507 ***********************************************************************
 SQ0507  DESIGNATION -  BROW
 SQ0507  PID         -  SQ0507
 SQ0507  STATE/COUNTY-  MT/VALLEY
 SQ0507  USGS QUAD   -  LEWIS RESERVOIR (1978)
 SQ0507
 SQ0507                         *CURRENT SURVEY CONTROL
 SQ0507  ___________________________________________________________________
 SQ0507* NAD 83(1992)-  47 58 51.67295(N)    106 39 02.86555(W)     ADJUSTED  
 SQ0507* NAVD 88     -       763.1    (meters)    2504.     (feet)  VERTCON   
 SQ0507  ___________________________________________________________________
 SQ0507  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 SQ0507  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 SQ0507
 SQ0507  HORZ ORDER  -  THIRD
 SQ0507
 SQ0507.The horizontal coordinates were established by classical geodetic methods
 SQ0507.and adjusted by the National Geodetic Survey in July 1992..
 SQ0507
 SQ0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0507
 SQ0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0507
 SQ0507.The geoid height was determined by GEOID03.
 SQ0507
 SQ0507;                    North         East     Units Scale Factor Converg.
 SQ0507;SPC MT       -   418,452.929   812,555.221   MT  0.99953583   +2 05 03.1
 SQ0507;SPC MT       - 1,372,877.06  2,665,863.59   iFT  0.99953583   +2 05 03.1
 SQ0507;UTM  13      - 5,315,509.272   376,814.631   MT  0.99978646   -1 13 35.6
 SQ0507
 SQ0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0507!SPC MT       -   0.99988301  x   0.99953583  =   0.99941890
 SQ0507!UTM  13      -   0.99988301  x   0.99978646  =   0.99966950
 SQ0507
 SQ0507:                Primary Azimuth Mark                     Grid Az
 SQ0507:SPC MT       -  MISSOURI                                 055 52 20.0
 SQ0507:UTM  13      -  MISSOURI                                 059 10 58.7
 SQ0507
 SQ0507|---------------------------------------------------------------------|
 SQ0507| PID    Reference Object                     Distance      Geod. Az  |
 SQ0507|                                                           dddmmss.s |
 SQ0507| TJ0617 MISSOURI                            APPROX. 6.2 KM 0575723.1 |
 SQ0507|---------------------------------------------------------------------|
 SQ0507
 SQ0507                          SUPERSEDED SURVEY CONTROL
 SQ0507
 SQ0507  NAD 83(1986)-  47 58 51.67035(N)    106 39 02.85534(W) AD(       ) 3
 SQ0507  NAD 27      -  47 58 51.61683(N)    106 39 00.68119(W) AD(       ) 3
 SQ0507  NGVD 29 (07/19/86)  762.5    (m)         2502.     (f) VERT ANG       
 SQ0507
 SQ0507.Superseded values are not recommended for survey control.
 SQ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0507.See file dsdata.txt to determine how the superseded data were derived.
 SQ0507
 SQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP7681515509(NAD 83)
 SQ0507_MARKER: DD = SURVEY DISK
 SQ0507_SETTING: 80 = SET IN A BOULDER
 SQ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0507+STABILITY: SURFACE MOTION
 SQ0507
 SQ0507  HISTORY     - Date     Condition        Report By
 SQ0507  HISTORY     - 1957     MONUMENTED       USGS
 SQ0507
 SQ0507                          STATION DESCRIPTION
 SQ0507
 SQ0507'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SQ0507'STATION LOCATED ABOUT 14.5 MI. S. OF AND 1 MI. W. OF GLASGOW,
 SQ0507'ABOUT 3 MI. S. AND 0.5 MI. E. OF THE CROSSING OF MUD CREEK AT THE
 SQ0507'PINES RD. ABOUT 1900 FT. DUE S. OF THE 1/4 CORNER BETWEEN SECTION 23
 SQ0507'AND 6, T.26 N., R. 39 E., ABOUT 1 MI. S. OF THE NW. POINT OF THE
 SQ0507'HIGHEST RIDGE IN VICINITY AND 15 FT. E. OF THE W. RIM OF RIDGE.
 SQ0507'
 SQ0507'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 24
 SQ0507'AT GLASGOW, GO SE. ALONG HIGHWAY 24 10.1 MI. TO JUNCTION WITH THE
 SQ0507'PINES RD., TAKE RIGHT FORK AND GO S. AND THEN SW. ALONG THE RD. TO THE
 SQ0507'PINES, 11.1 MI. TO JUNCTION WITH TRACK RD., TURN LEFT SE. ALONG TRACK
 SQ0507'RD. 2.6 MI. TO TOP OF RIDGE, THEN LEFT ON TRACK RD. E. ALONG TOP OF
 SQ0507'RIDGE, PASSING THRU GATE AT 1.4 MI., AND CONTINUING E. ON TRACK RD.
 SQ0507'2.9 MI. TO JUNCTION WITH TRACK RD. AT TOP OF HIGH RIM, STATION IS 780
 SQ0507'FT. NE. OF THIS JUNCTION.
 SQ0507'
 SQ0507'STATION MARK - STANDARD TABLET CEMENTED IN IMBEDDED 1 X 2 FT.
 SQ0507'LIMESTONE BOULDER SET FLUSH WITH GROUND, STAMPED ---BROW 1957---.
 SQ0507'
 SQ0507'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TOP OF A CEDAR POST
 SQ0507'PROJECTING 1.2 FT., 17.57 FT. FROM STATION, S 32 DEG 15 MIN W.
 SQ0507'
 SQ0507'REFERENCE MARK NO.2 - 3/4 IN. STEEL ROD PROJECTING 0.9 FT., 20.73 FT.
 SQ0507'FROM STATION, N 19 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0717 ***********************************************************************
 PZ0717  DESIGNATION -  BROWN
 PZ0717  PID         -  PZ0717
 PZ0717  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0717  USGS QUAD   -  GARFIELD CANYON (1965)
 PZ0717
 PZ0717                         *CURRENT SURVEY CONTROL
 PZ0717  ___________________________________________________________________
 PZ0717* NAD 83(1992)-  44 57 38.72494(N)    112 57 56.02161(W)     ADJUSTED  
 PZ0717* NAVD 88     -      2120.     (meters)    6955.     (feet)  VERTCON   
 PZ0717  ___________________________________________________________________
 PZ0717  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 PZ0717  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 PZ0717
 PZ0717  HORZ ORDER  -  THIRD
 PZ0717
 PZ0717.The horizontal coordinates were established by classical geodetic methods
 PZ0717.and adjusted by the National Geodetic Survey in July 1992..
 PZ0717
 PZ0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0717
 PZ0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0717
 PZ0717.The geoid height was determined by GEOID03.
 PZ0717
 PZ0717;                    North         East     Units Scale Factor Converg.
 PZ0717;SPC MT       -    85,051.466   326,647.685   MT  1.00002378   -2 32 06.3
 PZ0717;SPC MT       -   279,040.24  1,071,678.76   iFT  1.00002378   -2 32 06.3
 PZ0717;UTM  12      - 4,980,470.327   344,977.883   MT  0.99989551   -1 23 21.1
 PZ0717
 PZ0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0717!SPC MT       -   0.99966945  x   1.00002378  =   0.99969322
 PZ0717!UTM  12      -   0.99966945  x   0.99989551  =   0.99956500
 PZ0717
 PZ0717:                Primary Azimuth Mark                     Grid Az
 PZ0717:SPC MT       -  PETERSON                                 321 45 04.9
 PZ0717:UTM  12      -  PETERSON                                 320 36 19.7
 PZ0717
 PZ0717|---------------------------------------------------------------------|
 PZ0717| PID    Reference Object                     Distance      Geod. Az  |
 PZ0717|                                                           dddmmss.s |
 PZ0717| PZ0718 PETERSON                            APPROX. 4.2 KM 3191258.6 |
 PZ0717|---------------------------------------------------------------------|
 PZ0717
 PZ0717                          SUPERSEDED SURVEY CONTROL
 PZ0717
 PZ0717  NAD 83(1986)-  44 57 38.72255(N)    112 57 56.02017(W) AD(       ) 3
 PZ0717  NAD 27      -  44 57 39.00650(N)    112 57 52.87306(W) AD(       ) 3
 PZ0717  NGVD 29 (07/19/86) 2119.     (m)         6952.     (f) VERT ANG       
 PZ0717
 PZ0717.Superseded values are not recommended for survey control.
 PZ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0717.See file dsdata.txt to determine how the superseded data were derived.
 PZ0717
 PZ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ4497880470(NAD 83)
 PZ0717_MARKER: DD = SURVEY DISK
 PZ0717_SETTING: 0 = UNSPECIFIED SETTING
 PZ0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0717
 PZ0717  HISTORY     - Date     Condition        Report By
 PZ0717  HISTORY     - 1950     MONUMENTED       USGS
 PZ0717
 PZ0717                          STATION DESCRIPTION
 PZ0717
 PZ0717'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 PZ0717'STATION LOCATED ON FIRST PROMINENT RIDGE SSW. OF METLEN RANCH ABOUT
 PZ0717'0.75 MI. S. OF SALMON, IDAHO ROAD ABOUT 5.5 MI. W. OF ARMSTEAD IN
 PZ0717'SEC. 16, T 10 S, R 11 W.
 PZ0717'
 PZ0717'TO REACH FROM JUNCTION U.S. HIGHWAY 91 AND SALMON, IDAHO ROAD AT N.
 PZ0717'END OF ARMSTEAD, GO W. ON SALMON ROAD 5.0 MI. TO ENTRANCE TO METLENS
 PZ0717'RANCH, THENCE ON ROAD 0.2 MI., THENCE LEFT (S.) CROSS COUNTRY
 PZ0717'APPROXIMATELY 1.0 MI. TO TOP OF NARROW RIDGE RUNNING NW-SE. AND
 PZ0717'STATION SITE ON NEXT TO HIGHEST POINT OF RIDGE.  HIGHEST POINT IS
 PZ0717'THE SE. END, STATION SITE ABOUT 1500 FT. NW.
 PZ0717'
 PZ0717'STATION MARK--STANDARD BRONZE TABLET SET IN DRILL HOLE ABOUT 5 FT. S.
 PZ0717'OF N. EDGE AND STAMPED ---BROWN 1950---.
 PZ0717'
 PZ0717'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET SET IN DRILL HOLE 8 FT.
 PZ0717'LOWER THAN STATION AND STAMPED ---BROWN NO. 1 1950---, 11.00 FT. FROM
 PZ0717'STATION, N 81 DEG 03 MIN W.
 PZ0717'
 PZ0717'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET SET IN DRILL HOLE ON
 PZ0717'RIDGE AND STAMPED ---BROWN NO. 2 1950---, 98.80 FT. FROM STATION,
 PZ0717'N 37 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0716 ***********************************************************************
 RV0716  DESIGNATION -  BROWN
 RV0716  PID         -  RV0716
 RV0716  STATE/COUNTY-  MT/YELLOWSTONE
 RV0716  USGS QUAD   -  HAY BASIN NE (1979)
 RV0716
 RV0716                         *CURRENT SURVEY CONTROL
 RV0716  ___________________________________________________________________
 RV0716* NAD 83(1992)-  46 07 38.09550(N)    108 32 42.43391(W)     ADJUSTED  
 RV0716* NAVD 88     -      1225.8    (meters)    4022.     (feet)  VERTCON   
 RV0716  ___________________________________________________________________
 RV0716  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 RV0716  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RV0716
 RV0716  HORZ ORDER  -  FIRST
 RV0716
 RV0716.The horizontal coordinates were established by classical geodetic methods
 RV0716.and adjusted by the National Geodetic Survey in July 1992..
 RV0716
 RV0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0716
 RV0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0716
 RV0716.The geoid height was determined by GEOID03.
 RV0716
 RV0716;                    North         East     Units Scale Factor Converg.
 RV0716;SPC MT       -   209,065.007   673,760.450   MT  0.99951094   +0 41 54.6
 RV0716;SPC MT       -   685,908.82  2,210,500.16   iFT  0.99951094   +0 41 54.6
 RV0716;UTM  12      - 5,111,115.548   689,648.568   MT  1.00004216   +1 46 12.7
 RV0716
 RV0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0716!SPC MT       -   0.99980993  x   0.99951094  =   0.99932096
 RV0716!UTM  12      -   0.99980993  x   1.00004216  =   0.99985208
 RV0716
 RV0716|---------------------------------------------------------------------|
 RV0716| PID    Reference Object                     Distance      Geod. Az  |
 RV0716|                                                           dddmmss.s |
 RV0716| CQ5193 BROWN RM 1                           12.859 METERS 09648     |
 RV0716| RV0718 CONOVER                             APPROX.15.2 KM 2674238.5 |
 RV0716| CQ5194 BROWN RM 2                           10.772 METERS 31605     |
 RV0716|---------------------------------------------------------------------|
 RV0716
 RV0716                          SUPERSEDED SURVEY CONTROL
 RV0716
 RV0716  NAD 83(1986)-  46 07 38.08936(N)    108 32 42.40800(W) AD(       ) 1
 RV0716  NAD 27      -  46 07 38.22991(N)    108 32 39.92088(W) AD(       ) 1
 RV0716  NGVD 29 (07/19/86) 1225.0    (m)         4019.     (f) VERT ANG       
 RV0716
 RV0716.Superseded values are not recommended for survey control.
 RV0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0716.See file dsdata.txt to determine how the superseded data were derived.
 RV0716
 RV0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS8964911116(NAD 83)
 RV0716_MARKER: DS = TRIANGULATION STATION DISK
 RV0716_SETTING: 66 = SET IN ROCK OUTCROP
 RV0716
 RV0716  HISTORY     - Date     Condition        Report By
 RV0716  HISTORY     - 1972     MONUMENTED       NGS
 RV0716
 RV0716                          STATION DESCRIPTION
 RV0716
 RV0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RV0716'THE STATION IS LOCATED 23.5 MILES NORTH OF BILLINGS, 21 MILES SOUTH
 RV0716'OF ROUNDUP, 16 MILES EAST OF BROADVIEW, CLOSE TO THE EAST END OF A
 RV0716'TIMBERED, ROCKY BLUFF OVERLOOKING THE VALLEY OF THE NORTH FORK OF
 RV0716'CROOKED CREEK TO THE EAST AND SOUTH.  THERE IS A HIGHER AND
 RV0716'SIMILAR BLUFF ABOUT ONE HALF MILE NORTH OF THE STATION POINT.  IT
 RV0716'IS ON LAND OWNED BY MR. ALEX BROWN WHO CAN BE REACHED AT PHONE
 RV0716'NUMBER 667-2733.
 RV0716'
 RV0716'TO REACH THE STATION FROM THE POST OFFICE ON THE CORNER OF NORTH
 RV0716'FIRST STREET AND 26TH STREET IN DOWNTOWN BILLINGS GO NORTHEAST ON
 RV0716'NORTH FIRST STREET FOR 1.3 MILES TO A FORK WHERE U.S. HIGHWAYS
 RV0716'87 AND 312 TURN LEFT.  TURN LEFT AND GO NORTHERLY ON U.S. HIGHWAYS
 RV0716'87 AND 312 FOR 3.45 MILES TO A FORK AND DIVISION OF HIGHWAYS.
 RV0716'TAKE LEFT FORK AND CONTINUE NORTH ON U.S. HIGHWAY 87 FOR 15.8 MILES
 RV0716'TO A GRADED CROSSROAD.  TURN LEFT AND GO WEST AND NORTH ON
 RV0716'GRADED ROAD 6.6 MILES TO CATTLEGUARD AND CURVE TO WEST WITH TRACK
 RV0716'ROAD ON THE SECTION LINE NORTH ON TOP OF THE BLUFF.  TURN RIGHT AND
 RV0716'GO NORTH ON THE SECTION LINE TRACK ROAD 2.0 MILES TO A T
 RV0716'INTERSECTION.  TURN RIGHT AND GO EAST ON TRACK ROAD 0.5 MILE TO A
 RV0716'GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND CONTINUE EAST ON THE
 RV0716'SOUTH SIDE OF WIRE FENCE 0.4 MILE TO A CURVE RIGHT JUST BEFORE
 RV0716'REACHING FENCE CORNER.  TURN RIGHT AND GO SOUTH ON TRACK ROAD 0.25
 RV0716'MILE TO A DIM FORK.  TAKE LEFT FORK AND CONTINUE SOUTHEAST ON
 RV0716'DIM TRACKS 0.25 MILE TO A WIRE GATE AND CATTLEGUARD.  PASS
 RV0716'THROUGH AND CONTINUE EAST-SOUTHEAST ON DIM TRACKS 0.3 MILE TO A
 RV0716'TURN-AROUND AND END OF TRUCK TRAVEL.  THE STATION IS ABOUT 200 FEET
 RV0716'BEYOND ON TOP OF BLUFF.
 RV0716'
 RV0716'THE STATION MARK IS A STANDARD DISK STAMPED BROWN 1972 CEMENTED FLUSH
 RV0716'IN A DRILL HOLE IN SANDSTONE BEDROCK WITH 4 FEET LONG BY 3 FEET WIDE
 RV0716'EXPOSED.  IT IS 19 FEET WEST OF A GNARLED 15-INCH PINE TREE WITH
 RV0716'TRIANGLE BLAZE AND 8.5 FEET NORTH OF THE SOUTH EDGE OF THE CLIFF.
 RV0716'
 RV0716'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BROWN NO 1 1972
 RV0716'CEMENTED IN A DRILL HOLE IN SANDSTONE BEDROCK NEAR THE EAST POINT OF
 RV0716'THE CLIFF.  IT IS 24 FEET EAST OF THE PINE TREE WITH TRIANGLE
 RV0716'BLAZE, 2 FEET WEST OF A 1-FOOT CAIRN, AND AT THE SAME ELEVATION AS
 RV0716'THE STATION.
 RV0716'
 RV0716'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BROWN NO 2 1972
 RV0716'CEMENTED IN A DRILL HOLE IN SANDSTONE BEDROCK 10 FEET LONG AND 2
 RV0716'FEET WIDE PROJECTING 3 FEET ON ITS LOWER SIDE.  IT IS 29 FEET NORTH
 RV0716'OF THE SOUTH EDGE OF THE CLIFF, 6 INCHES SOUTHEAST OF A 10-INCH
 RV0716'CAIRN AND ABOUT 4 FEET LOWER THAN THE STATION.
 RV0716'
 RV0716'THE MEASUREMENT FROM R. M. 1 TO R. M. 2 WAS BLOCKED BY ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0547 ***********************************************************************
 SQ0547  DESIGNATION -  BROWN
 SQ0547  PID         -  SQ0547
 SQ0547  STATE/COUNTY-  MT/GARFIELD
 SQ0547  USGS QUAD   -  FROEHLICH BUTTE (1967)
 SQ0547
 SQ0547                         *CURRENT SURVEY CONTROL
 SQ0547  ___________________________________________________________________
 SQ0547* NAD 83(1992)-  47 02 47.83003(N)    107 38 26.76143(W)     ADJUSTED  
 SQ0547* NAVD 88     -       938.5    (meters)    3079.     (feet)  VERTCON   
 SQ0547  ___________________________________________________________________
 SQ0547  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 SQ0547  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 SQ0547
 SQ0547  HORZ ORDER  -  SECOND
 SQ0547
 SQ0547.The horizontal coordinates were established by classical geodetic methods
 SQ0547.and adjusted by the National Geodetic Survey in July 1992..
 SQ0547
 SQ0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0547
 SQ0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0547
 SQ0547.The geoid height was determined by GEOID03.
 SQ0547
 SQ0547;                    North         East     Units Scale Factor Converg.
 SQ0547;SPC MT       -   312,432.734   741,183.728   MT  0.99939281   +1 21 36.1
 SQ0547;SPC MT       - 1,025,041.78  2,431,705.14   iFT  0.99939281   +1 21 36.1
 SQ0547;UTM  13      - 5,213,729.202   299,413.850   MT  1.00009452   -1 56 00.4
 SQ0547
 SQ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0547!SPC MT       -   0.99985518  x   0.99939281  =   0.99924808
 SQ0547!UTM  13      -   0.99985518  x   1.00009452  =   0.99994969
 SQ0547
 SQ0547:                Primary Azimuth Mark                     Grid Az
 SQ0547:SPC MT       -  WET                                      052 53 52.0
 SQ0547:UTM  13      -  WET                                      056 11 28.5
 SQ0547
 SQ0547|---------------------------------------------------------------------|
 SQ0547| PID    Reference Object                     Distance      Geod. Az  |
 SQ0547|                                                           dddmmss.s |
 SQ0547| SQ0546 WET                                 APPROX. 5.6 KM 0541528.1 |
 SQ0547| CQ5195 BROWN RM 1                            9.030 METERS 26803     |
 SQ0547| CQ5196 BROWN RM 2                           11.659 METERS 35750     |
 SQ0547|---------------------------------------------------------------------|
 SQ0547
 SQ0547                          SUPERSEDED SURVEY CONTROL
 SQ0547
 SQ0547  NAD 83(1986)-  47 02 47.82718(N)    107 38 26.74087(W) AD(       ) 2
 SQ0547  NAD 27      -  47 02 47.84749(N)    107 38 24.37530(W) AD(       ) 2
 SQ0547  NGVD 29 (07/19/86)  937.8    (m)         3077.     (f) VERT ANG       
 SQ0547
 SQ0547.Superseded values are not recommended for survey control.
 SQ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0547.See file dsdata.txt to determine how the superseded data were derived.
 SQ0547
 SQ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9941413729(NAD 83)
 SQ0547_MARKER: DD = SURVEY DISK
 SQ0547_SETTING: 0 = UNSPECIFIED SETTING
 SQ0547
 SQ0547  HISTORY     - Date     Condition        Report By
 SQ0547  HISTORY     - 1967     MONUMENTED       USGS
 SQ0547
 SQ0547                          STATION DESCRIPTION
 SQ0547
 SQ0547'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 SQ0547'THE STATION IS LOCATED N. 73 DEG E., ABOUT 12 MI. (AIRLINE)
 SQ0547'FROM MOSBY, MONTANA.  S. 62 DEG W., ABOUT 8 MI. (AIRLINE) FROM
 SQ0547'SAND SPRINGS, MONTANA.  IN THE SE 1/4 OF SECTION 22, T.16N.,
 SQ0547'R.32E.  THE STATION IS ON A PROMINENT HILL ABOUT 1 MI. E. OF THE
 SQ0547'BRIDGE ON HIGHWAY 20 OVER CALF CREEK, ON LAND OWNED BY
 SQ0547'MR. W. J. BROWN, AND ON THE S. SIDE OF THE HIGHWAY, ABOUT 100
 SQ0547'YDS. SE. OF MILE POST 172.  THE STATION IS REACHED BY TWO-WHEEL
 SQ0547'DRIVE VEHICLE FROM SAND SPRINGS, MONTANA.  STATION CAN BE
 SQ0547'LOCATED FROM THE JORDAN (NL 13-1) 1--250,000 SERIES MAP.
 SQ0547'
 SQ0547'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A COPPER
 SQ0547'WELD ROD DRIVEN TO REFUSAL, (8 FT.), CENTERED IN A 6 IN. DIAMETER
 SQ0547'BLACK TILE, 12 IN. LONG, FILLED WITH GRAVEL, AND STAMPED BROWN
 SQ0547'ET 1967.
 SQ0547'
 SQ0547'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 SQ0547'TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (8 FT.),
 SQ0547'CENTERED IN A 6 IN. DIAMETER BLACK TILE, 12 INCHES LONG, STAMPED
 SQ0547'BROWN ET 1967 RM NO. 1.
 SQ0547'
 SQ0547'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 SQ0547'TABLET CRIMPED TO A 1 FT. COPPERWELD ROD, CEMENTED IN DRILL HOLE
 SQ0547'IN ROCKY OUTCROP., STAMPED BROWN ET 1967 RM NO. 2.
 SQ0547'
 SQ0547'THE DISTANCE BETWEEN RM NO. 1 AND RM NO. 2 IS 48.27 FT. (14.713
 SQ0547'METERS).
 SQ0547'
 SQ0547'STATION WET ET 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE
 SQ0547'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0657 ***********************************************************************
 TJ0657  DESIGNATION -  BROWN
 TJ0657  PID         -  TJ0657
 TJ0657  STATE/COUNTY-  MT/PHILLIPS
 TJ0657  USGS QUAD   -  GUSTIN COULEE (1984)
 TJ0657
 TJ0657                         *CURRENT SURVEY CONTROL
 TJ0657  ___________________________________________________________________
 TJ0657* NAD 83(1992)-  48 56 17.39895(N)    107 43 49.05539(W)     ADJUSTED  
 TJ0657* NAVD 88     -       878.4    (meters)    2882.     (feet)  VERTCON   
 TJ0657  ___________________________________________________________________
 TJ0657  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 TJ0657  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TJ0657
 TJ0657  HORZ ORDER  -  FIRST
 TJ0657
 TJ0657.The horizontal coordinates were established by classical geodetic methods
 TJ0657.and adjusted by the National Geodetic Survey in July 1992..
 TJ0657
 TJ0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0657
 TJ0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0657
 TJ0657.The geoid height was determined by GEOID03.
 TJ0657
 TJ0657;                    North         East     Units Scale Factor Converg.
 TJ0657;SPC MT       -   522,455.799   729,636.957   MT  0.99996254   +1 17 40.4
 TJ0657;SPC MT       - 1,714,093.83  2,393,822.04   iFT  0.99996254   +1 17 40.4
 TJ0657;UTM  13      - 5,424,175.226   300,062.678   MT  1.00009111   -2 03 33.6
 TJ0657
 TJ0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0657!SPC MT       -   0.99986502  x   0.99996254  =   0.99982757
 TJ0657!UTM  13      -   0.99986502  x   1.00009111  =   0.99995612
 TJ0657
 TJ0657|---------------------------------------------------------------------|
 TJ0657| PID    Reference Object                     Distance      Geod. Az  |
 TJ0657|                                                           dddmmss.s |
 TJ0657| CQ5191 BROWN RM 1                           15.340 METERS 03351     |
 TJ0657| CQ5190 BROWN AZ MK                                        1561826.4 |
 TJ0657| CQ5192 BROWN RM 2                           26.830 METERS 27659     |
 TJ0657|---------------------------------------------------------------------|
 TJ0657
 TJ0657                          SUPERSEDED SURVEY CONTROL
 TJ0657
 TJ0657  NAD 83(1986)-  48 56 17.39889(N)    107 43 49.05336(W) AD(       ) 1
 TJ0657  NAD 27      -  48 56 17.34500(N)    107 43 46.70900(W) AD(       ) 1
 TJ0657  NGVD 29 (07/19/86)  877.7    (m)         2880.     (f) VERT ANG       
 TJ0657
 TJ0657.Superseded values are not recommended for survey control.
 TJ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0657.See file dsdata.txt to determine how the superseded data were derived.
 TJ0657
 TJ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ0006324175(NAD 83)
 TJ0657_MARKER: DS = TRIANGULATION STATION DISK
 TJ0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0657
 TJ0657  HISTORY     - Date     Condition        Report By
 TJ0657  HISTORY     - 1934     MONUMENTED       CGS
 TJ0657  HISTORY     - 1963     GOOD             CGS
 TJ0657
 TJ0657                          STATION DESCRIPTION
 TJ0657
 TJ0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0657'LOCALITY--SEC. 25, T. 37 N., R. 30 E. (APPROX.).  THE STATION
 TJ0657'IS 41 MILES, AIRLINE, NORTH OF MALTA AND 4 MILES, AIRLINE,
 TJ0657'SOUTH OF THE CANADA-UNITED STATES INTERNATIONAL BOUNDARY ON
 TJ0657'A HIGH GRASSY HILL OF THE DIVIDE BETWEEN WHITEWATER AND WHITEWATER
 TJ0657'EAST FORK CREEKS.  IT IS AT THE SOUTH END OF THE HIGHER PART
 TJ0657'OF THE DIVIDE (HILLS ONE MILE TO THE NORTH ARE SOMEWHAT HIGHER).
 TJ0657'THE STATION IS ON THE HIGHEST HILL IN THE VICINITY 1/2 MILE
 TJ0657'SOUTHWEST OF AL. BROWNS RANCH, 1/2 MILE NORTH OF AN EAST-WEST
 TJ0657'FENCE AND 60 FEET EAST OF A NORTH-SOUTH SECTION-LINE FENCE.
 TJ0657'MARK DESCRIBED IN CONCRETE.
 TJ0657'
 TJ0657'REFERENCE MARK NO. 1, IS NORTH-NORTHEAST OF THE
 TJ0657'STATION.
 TJ0657'
 TJ0657'REFERENCE MARK NO. 2, IS WEST OF THE STATION.
 TJ0657'
 TJ0657'THE AZIMUTH MARK, IS SOUTH OF THE STATION AND
 TJ0657'EAST OF A RANCH ROAD ON THE TOP OF A SMALL KNOLL WHICH HAS
 TJ0657'SEVERAL SCATTERED BOULDERS ON THE TOP.
 TJ0657'
 TJ0657'THE STATION MAY BE REACHED FROM THE D-Y TRAIL AT THE POINT
 TJ0657'WHERE IT TERMINATES AT THE INTERNATIONAL BOUNDARY, BY GOING
 TJ0657'SOUTH ON THIS HIGHWAY 2.1 MILES.  LEAVE THE MAIN ROAD AND
 TJ0657'TURN EAST ONTO SECTION-LINE ROAD AND GO 2.1 MILES, TURN SOUTH
 TJ0657'AND GO 2.2 MILES, TURN EAST AND GO 1.0 MILE TO THE CORNER
 TJ0657'OF SECTIONS 22, 23, 26 AND 27.  PASS THROUGH WIRE GATE AND GO
 TJ0657'EASTERLY ON A WINDING ROAD THROUGH THE HILLS 1.1 MILES TO A
 TJ0657'FENCE, PASS THROUGH WIRE GATE AND TURN ALONG FENCE LINE ABOUT
 TJ0657'0.3 MILE TO TOP OF HIGHEST HILL AND THE STATION.
 TJ0657
 TJ0657                          STATION RECOVERY (1963)
 TJ0657
 TJ0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 TJ0657'PREVIOUS DESCRIPTION IS IN QUAD. 481074 STATION 1003.
 TJ0657'
 TJ0657'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND TO BE IN
 TJ0657'GOOD CONDITION.  STATION IS ON LAND OWNED AND OCCUPIED BY MR. A. D.
 TJ0657'BROWN.
 TJ0657'
 TJ0657'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH-SOUTHEAST
 TJ0657'ABOUT 0.35 MILE TO A GATE IN THE EAST-WEST FENCE LINE, PASS THROUGH
 TJ0657'GATE AND FOLLOW TRACK ROAD SOUTHERLY ABOUT 0.2 MILE TO MARK ON THE
 TJ0657'LEFT AS DESCRIBED.
 TJ0657'
 TJ0657'TO REACH THE STATION FROM THE ROAD AND RAILROAD CROSSING IN LORING,
 TJ0657'GO NORTH ON STATE HIGHWAY 242 GRAVELED ROAD FOR 1.9 MILES TO A FORK,
 TJ0657'TAKE RIGHT FORK AND CONTINUE ON HIGHWAY NORTHEAST AND NORTH FOR
 TJ0657'7.8 MILES TO A SIDE ROAD RIGHT AND SIGN WHITEWATER.  TURN RIGHT
 TJ0657'AND GO EAST ON GRADED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT
 TJ0657'BEFORE REACHING A CATTLE GUARD, TURN LEFT AND GO NORTH ON
 TJ0657'GRADED ROAD FOR 2.25 MILES TO A SIDE ROAD RIGHT AT CATTLE GUARD,
 TJ0657'TURN RIGHT AND FOLLOW GRADED ROAD EAST TOWARD THE HOME OF MR.
 TJ0657'BROWN FOR 2.15 MILES TO A FORK ABOUT 125 FEET WEST OF A POWER LINE
 TJ0657'POLE AT ANGLE IN LINE OF POWER LINE POLES.  HERE TAKE RIGHT FORK
 TJ0657'AND GO ABOUT 75 FEET TO TOP OF RIDGE, TURN SHARP RIGHT AND FOLLOW
 TJ0657'TRACK ROAD ALONG TOP OF RIDGE SOUTHERLY FOR 0.35 MILE TO THE
 TJ0657'HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0517 ***********************************************************************
 TK0517  DESIGNATION -  BROWN
 TK0517  PID         -  TK0517
 TK0517  STATE/COUNTY-  MT/HILL
 TK0517  USGS QUAD   -  KIEHNS COULEE (1970)
 TK0517
 TK0517                         *CURRENT SURVEY CONTROL
 TK0517  ___________________________________________________________________
 TK0517* NAD 83(1992)-  48 44 24.01056(N)    109 57 13.48256(W)     ADJUSTED  
 TK0517* NAVD 88     -       885.     (meters)    2904.     (feet)  SCALED    
 TK0517  ___________________________________________________________________
 TK0517  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 TK0517  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TK0517
 TK0517  HORZ ORDER  -  THIRD
 TK0517
 TK0517.The horizontal coordinates were established by classical geodetic methods
 TK0517.and adjusted by the National Geodetic Survey in July 1992..
 TK0517
 TK0517.The orthometric height was scaled from a topographic map.
 TK0517
 TK0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0517
 TK0517.The geoid height was determined by GEOID03.
 TK0517
 TK0517;                    North         East     Units Scale Factor Converg.
 TK0517;SPC MT       -   499,052.868   566,631.355   MT  0.99985064   -0 19 54.9
 TK0517;SPC MT       - 1,637,312.56  1,859,026.76   iFT  0.99985064   -0 19 54.9
 TK0517;UTM  12      - 5,399,081.780   576,922.694   MT  0.99967269   +0 47 11.5
 TK0517
 TK0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0517!SPC MT       -   0.99986389  x   0.99985064  =   0.99971455
 TK0517!UTM  12      -   0.99986389  x   0.99967269  =   0.99953662
 TK0517
 TK0517:                Primary Azimuth Mark                     Grid Az
 TK0517:SPC MT       -  CHAIN                                    203 22 58.6
 TK0517:UTM  12      -  CHAIN                                    202 15 52.2
 TK0517
 TK0517|---------------------------------------------------------------------|
 TK0517| PID    Reference Object                     Distance      Geod. Az  |
 TK0517|                                                           dddmmss.s |
 TK0517| TL0616 CHAIN                               APPROX.11.4 KM 2030303.7 |
 TK0517|---------------------------------------------------------------------|
 TK0517
 TK0517                          SUPERSEDED SURVEY CONTROL
 TK0517
 TK0517  NAD 83(1986)-  48 44 24.01254(N)    109 57 13.47025(W) AD(       ) 3
 TK0517  NAD 27      -  48 44 24.00496(N)    109 57 10.66506(W) AD(       ) 3
 TK0517
 TK0517.Superseded values are not recommended for survey control.
 TK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0517.See file dsdata.txt to determine how the superseded data were derived.
 TK0517
 TK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU7692399082(NAD 83)
 TK0517_MARKER: Z = SEE DESCRIPTION
 TK0517_SETTING: 0 = UNSPECIFIED SETTING
 TK0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0517
 TK0517  HISTORY     - Date     Condition        Report By
 TK0517  HISTORY     - 1904     MONUMENTED       USGS
 TK0517
 TK0517                          STATION DESCRIPTION
 TK0517
 TK0517'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 TK0517'ON A FLAT HILL 12 MI. N. OF BURNHAM RAILROAD STATION, NEAR HEAD OF
 TK0517'BROWNS COULEE JUST W. OF COTTONWOOD COULEE.
 TK0517'
 TK0517'STATION MARK - IRON BENCH MARK POST SET 36 IN. IN GROUND.
 TK0517'
 TK0517'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0420 ***********************************************************************
 QV0420  DESIGNATION -  BROWN
 QV0420  PID         -  QV0420
 QV0420  STATE/COUNTY-  MT/BIG HORN
 QV0420  USGS QUAD   -  TAINTOR DESERT (1967)
 QV0420
 QV0420                         *CURRENT SURVEY CONTROL
 QV0420  ___________________________________________________________________
 QV0420* NAD 83(1993)-  45 20 45.49372(N)    106 46 47.92955(W)     ADJUSTED  
 QV0420* NAVD 88     -      1333.6    (meters)    4375.     (feet)  VERTCON   
 QV0420  ___________________________________________________________________
 QV0420  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 QV0420  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QV0420
 QV0420  HORZ ORDER  -  THIRD
 QV0420
 QV0420.The horizontal coordinates were established by classical geodetic methods
 QV0420.and adjusted by the National Geodetic Survey in January 1997..
 QV0420
 QV0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0420
 QV0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0420
 QV0420.The geoid height was determined by GEOID03.
 QV0420
 QV0420;                    North         East     Units Scale Factor Converg.
 QV0420;SPC MT       -   125,510.397   813,086.998   MT  0.99980995   +1 59 22.9
 QV0420;SPC MT       -   411,779.52  2,667,608.26   iFT  0.99980995   +1 59 22.9
 QV0420;UTM  13      - 5,022,925.564   360,557.391   MT  0.99983907   -1 15 59.1
 QV0420
 QV0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0420!SPC MT       -   0.99979327  x   0.99980995  =   0.99960325
 QV0420!UTM  13      -   0.99979327  x   0.99983907  =   0.99963237
 QV0420
 QV0420                          SUPERSEDED SURVEY CONTROL
 QV0420
 QV0420  NAD 83(1992)-  45 20 45.49358(N)    106 46 47.92827(W) AD(       ) 3
 QV0420  NAD 83(1986)-  45 20 45.47560(N)    106 46 47.91034(W) AD(       ) 3
 QV0420  NGVD 29 (02/04/91) 1332.8    (m)         4373.     (f) VERT ANG       
 QV0420
 QV0420.Superseded values are not recommended for survey control.
 QV0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0420.See file dsdata.txt to determine how the superseded data were derived.
 QV0420
 QV0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL6055722926(NAD 83)
 QV0420_MARKER: DS = TRIANGULATION STATION DISK
 QV0420_SETTING: 66 = SET IN ROCK OUTCROP
 QV0420_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QV0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QV0420+STABILITY: POSITION/ELEVATION WELL
 QV0420
 QV0420  HISTORY     - Date     Condition        Report By
 QV0420  HISTORY     - 1966     MONUMENTED       USGS
 QV0420
 QV0420                          STATION DESCRIPTION
 QV0420
 QV0420'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0420'ABOUT 11 MI. S. AND 8 MI. E. OF BUSBY, MONTANA, AND ABOUT 13 MI. W.
 QV0420'OF BIRNEY, MONTANA, IN BIG HORN COUNTY.
 QV0420'
 QV0420'STATION IS LOCATED ON THE RIDGE BETWEEN BULL CREEK AND PRAIRIE DOG
 QV0420'CREEK, ON THE S. END OF A SMALL BUTTE.
 QV0420'
 QV0420'TO REACH FROM BUSBY POST OFFICE, MONTANA, PROCEED W. ON U.S. HIGHWAY
 QV0420'212 1.5 MI. TO PAVED RD. S.  PROCEED S. 7.3 MI. TO DIRT RD. E. UP
 QV0420'TRAIL CREEK (THIS IS ROAD NO. 212).  PROCEED E. 6.6 MI. TO T-RD. AT
 QV0420'CORRAL.  TURN LEFT AND PROCEED E. 2.1 MI. TO TRACK RD. S.  PROCEED S.
 QV0420'0.4 MI. TO WIRE GATE.  PASS THRU GATE AND PROCEED ON E. SIDE OF FENCE
 QV0420'2.7 MI. TO Y-RD.  TURN LEFT AND PROCEED E. 3.0 MI. TO SMALL TOP ON
 QV0420'RIGHT.  LEAVE RD. AND GO S. CROSS COUNTRY 0.1 MI. TO S. END OF TOP AND
 QV0420'STATION.
 QV0420'
 QV0420'STATION MARK--STANDARD TABLET SET IN ROCK, STAMPED---BROWN ET
 QV0420'1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0196 ***********************************************************************
 SQ0196  DESIGNATION -  BROWNING
 SQ0196  PID         -  SQ0196
 SQ0196  STATE/COUNTY-  MT/VALLEY
 SQ0196  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0196
 SQ0196                         *CURRENT SURVEY CONTROL
 SQ0196  ___________________________________________________________________
 SQ0196* NAD 83(1992)-  47 50 09.80216(N)    106 49 29.90279(W)     ADJUSTED  
 SQ0196* NAVD 88     -       869.579  (meters)    2852.94   (feet)  ADJUSTED  
 SQ0196  ___________________________________________________________________
 SQ0196  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 SQ0196  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 SQ0196  DYNAMIC HT  -         869.643 (meters)    2853.15  (feet)  COMP
 SQ0196  MODELED GRAV-     980,655.4   (mgal)                       NAVD 88
 SQ0196
 SQ0196  HORZ ORDER  -  FIRST
 SQ0196  VERT ORDER  -  SECOND    CLASS 0
 SQ0196
 SQ0196.The horizontal coordinates were established by classical geodetic methods
 SQ0196.and adjusted by the National Geodetic Survey in July 1992..
 SQ0196
 SQ0196.The orthometric height was determined by differential leveling
 SQ0196.and adjusted by the National Geodetic Survey in June 1991..
 SQ0196
 SQ0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0196
 SQ0196.The geoid height was determined by GEOID03.
 SQ0196
 SQ0196.The dynamic height is computed by dividing the NAVD 88
 SQ0196.geopotential number by the normal gravity value computed on the
 SQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0196.degrees latitude (g = 980.6199 gals.).
 SQ0196
 SQ0196.The modeled gravity was interpolated from observed gravity values.
 SQ0196
 SQ0196;                    North         East     Units Scale Factor Converg.
 SQ0196;SPC MT       -   401,893.559   800,116.660   MT  0.99949607   +1 57 24.5
 SQ0196;SPC MT       - 1,318,548.42  2,625,054.66   iFT  0.99949607   +1 57 24.5
 SQ0196;UTM  13      - 5,299,691.158   363,436.721   MT  0.99982917   -1 21 10.5
 SQ0196
 SQ0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0196!SPC MT       -   0.99986628  x   0.99949607  =   0.99936241
 SQ0196!UTM  13      -   0.99986628  x   0.99982917  =   0.99969547
 SQ0196
 SQ0196:                Primary Azimuth Mark                     Grid Az
 SQ0196:SPC MT       -  BROWNING AZ MK                           031 37 59.5
 SQ0196:UTM  13      -  BROWNING AZ MK                           034 56 34.5
 SQ0196
 SQ0196|---------------------------------------------------------------------|
 SQ0196| PID    Reference Object                     Distance      Geod. Az  |
 SQ0196|                                                           dddmmss.s |
 SQ0196| SQ0194 BROWNING AZ MK                                     0333524.0 |
 SQ0196| SQ0197 BROWNING RM 1                        10.049 METERS 08853     |
 SQ0196| SQ0198 BROWNING RM 2                         9.513 METERS 17412     |
 SQ0196|---------------------------------------------------------------------|
 SQ0196
 SQ0196                          SUPERSEDED SURVEY CONTROL
 SQ0196
 SQ0196  NAD 83(1986)-  47 50 09.79775(N)    106 49 29.89098(W) AD(       ) 1
 SQ0196  NAD 27      -  47 50 09.75600(N)    106 49 27.65300(W) AD(       ) 1
 SQ0196  NGVD 29 (??/??/92)  868.935  (m)         2850.83   (f) ADJ UNCH    2 0
 SQ0196
 SQ0196.Superseded values are not recommended for survey control.
 SQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0196.See file dsdata.txt to determine how the superseded data were derived.
 SQ0196
 SQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN6343799691(NAD 83)
 SQ0196_MARKER: DS = TRIANGULATION STATION DISK
 SQ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0196_STAMPING: BROWNING 1948
 SQ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0196+STABILITY: SURFACE MOTION
 SQ0196
 SQ0196  HISTORY     - Date     Condition        Report By
 SQ0196  HISTORY     - 1948     MONUMENTED       CGS
 SQ0196  HISTORY     - 1948     GOOD             CGS
 SQ0196  HISTORY     - 1957     MARK NOT FOUND   USGS
 SQ0196
 SQ0196                          STATION DESCRIPTION
 SQ0196
 SQ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0196'STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF FORT PECK,
 SQ0196'ABOUT 4 MILES NORTH OF THE MISSOURI RIVER, ABOUT 0.5 MILE
 SQ0196'NORTHWEST OF THE BROWNING RANCH HOUSE, ON THE HIGHEST RIDGE
 SQ0196'IN THE VICINITY.
 SQ0196'
 SQ0196'TO REACH FROM THE POST OFFICE IN FORT PECK, GO WEST ON
 SQ0196'STATE HIGHWAY 24 FOR 5.2 MILES TO A DIRT ROAD LEFT AND SIGN
 SQ0196'READING, THE PINES, TURN LEFT AND GO 20.8 MILES TO SIDE ROAD
 SQ0196'LEFT, TURN LEFT AND GO 5.1 MILES TO A FORK, TAKE RIGHT FORK
 SQ0196'AND GO 1.6 MILES TO THE MARVIN BROWNING RANCH HOUSE, PASS
 SQ0196'ALONG THE EAST SIDE OF HOUSE AND GO SOUTH FOR 0.2 MILE TO A
 SQ0196'WIRE GATE, PASS THROUGH GATE, TURN RIGHT AND FOLLOW TRACKS
 SQ0196'WEST AND NORTH FOR 0.7 MILE TO TOP OF RIDGE AND STATION.
 SQ0196'
 SQ0196'STATION IS 7 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 SQ0196'STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SQ0196'POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 SQ0196'BROWNING 1948.
 SQ0196'
 SQ0196'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SQ0196'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 SQ0196'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BROWNING NO 1 1948.
 SQ0196'
 SQ0196'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 SQ0196'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0196'5 INCHES, AND THE DISK IS STAMPED BROWNING NO 2 1948.
 SQ0196'
 SQ0196'AZIMUTH MARK IS 1.5 MILES FROM THE STATION, 16 FEET WEST OF A
 SQ0196'TRACK ROAD, AND 4 FEET SOUTH OF A WITNESS POST.  IT IS A
 SQ0196'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 SQ0196'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 SQ0196'STAMPED BROWNING 1948.
 SQ0196'
 SQ0196'SKUNK, SEVEN POINT (U.S.E.), FIVE PINES (MO.R.C.--U.S.E.),
 SQ0196'SUTHERLAND, GILBERT 1934, DROPOFF, AND SNOW WILL SEE FROM A
 SQ0196'4-FOOT STAND.
 SQ0196'
 SQ0196'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SQ0196
 SQ0196                          STATION RECOVERY (1948)
 SQ0196
 SQ0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 SQ0196'36.55 MI S FROM GLASGOW.
 SQ0196'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0196'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0196'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9
 SQ0196'MILES SOUTHEAST ALONG A TRAIL, THENCE 1.55 MILES SOUTH ALONG THE WEST
 SQ0196'FORK OF THE TRAIL, THENCE 0.2 MILE WEST ACROSS COUNTRY TO THE TOP OF A
 SQ0196'HIGH HILL.  APPROXIMATELY 0.25 MILE NORTHWEST OF THE BROWNING RANCH
 SQ0196'HOUSE, 33.0 FEET WEST OF BROWNING R.M. 1, 31.2 FEET NORTH OF BROWNING
 SQ0196'R.M. 2, 7.3 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF
 SQ0196'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SQ0196
 SQ0196                          STATION RECOVERY (1957)
 SQ0196
 SQ0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0196'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0883 ***********************************************************************
 TM0883  DESIGNATION -  BROWNING
 TM0883  PID         -  TM0883
 TM0883  STATE/COUNTY-  MT/GLACIER
 TM0883  USGS QUAD   -  BROWNING (1968)
 TM0883
 TM0883                         *CURRENT SURVEY CONTROL
 TM0883  ___________________________________________________________________
 TM0883* NAD 83(1992)-  48 33 52.34250(N)    113 01 08.65755(W)     ADJUSTED  
 TM0883* NAVD 88     -      1342.8    (meters)    4406.     (feet)  VERTCON   
 TM0883  ___________________________________________________________________
 TM0883  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 TM0883  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 TM0883
 TM0883  HORZ ORDER  -  SECOND
 TM0883
 TM0883.The horizontal coordinates were established by classical geodetic methods
 TM0883.and adjusted by the National Geodetic Survey in July 1992..
 TM0883
 TM0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0883
 TM0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0883
 TM0883.The geoid height was determined by GEOID03.
 TM0883
 TM0883;                    North         East     Units Scale Factor Converg.
 TM0883;SPC MT       -   485,280.326   340,415.155   MT  0.99976186   -2 34 27.2
 TM0883;SPC MT       - 1,592,127.05  1,116,847.62   iFT  0.99976186   -2 34 27.2
 TM0883;UTM  12      - 5,381,017.618   351,040.677   MT  0.99987262   -1 30 50.3
 TM0883
 TM0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0883!SPC MT       -   0.99979184  x   0.99976186  =   0.99955375
 TM0883!UTM  12      -   0.99979184  x   0.99987262  =   0.99966449
 TM0883
 TM0883:                Primary Azimuth Mark                     Grid Az
 TM0883:SPC MT       -  BROWNING AZ MK                           101 15 01.0
 TM0883:UTM  12      -  BROWNING AZ MK                           100 11 24.1
 TM0883
 TM0883|---------------------------------------------------------------------|
 TM0883| PID    Reference Object                     Distance      Geod. Az  |
 TM0883|                                                           dddmmss.s |
 TM0883| CN4044 BROWNING AZ MK                                     0984033.8 |
 TM0883| TM0884 BROWNING MUNICIPAL TANK             APPROX. 0.9 KM 1592738.2 |
 TM0883| CN4045 BROWNING RM 1                        14.710 METERS 25139     |
 TM0883| TM0882 BROWNING BLACKFEET HOSP TANK         18.748 METERS 26118     |
 TM0883| CN4046 BROWNING RM 2                        15.603 METERS 32003     |
 TM0883|---------------------------------------------------------------------|
 TM0883
 TM0883                          SUPERSEDED SURVEY CONTROL
 TM0883
 TM0883  NAD 83(1986)-  48 33 52.34996(N)    113 01 08.64896(W) AD(       ) 2
 TM0883  NAD 27      -  48 33 52.44665(N)    113 01 05.34280(W) AD(       ) 2
 TM0883  NGVD 29 (07/19/86) 1341.6    (m)         4402.     (f) VERT ANG       
 TM0883
 TM0883.Superseded values are not recommended for survey control.
 TM0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0883.See file dsdata.txt to determine how the superseded data were derived.
 TM0883
 TM0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU5104181018(NAD 83)
 TM0883_MARKER: DS = TRIANGULATION STATION DISK
 TM0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0883
 TM0883  HISTORY     - Date     Condition        Report By
 TM0883  HISTORY     - 1963     MONUMENTED       CGS
 TM0883
 TM0883                          STATION DESCRIPTION
 TM0883
 TM0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0883'STATION IS LOCATED ON THE NORTH EDGE OF BROWNING ON THE GROUNDS
 TM0883'OF THE BLACKFEET INDIAN HOSPITAL BETWEEN THE HOSPITAL AND THE
 TM0883'BLACKFEET INDIAN HOSPITAL, WATER TANK WHICH IS PAINTED BLUE.
 TM0883'
 TM0883'TO REACH FROM THE POST OFFICE IN BROWNING GO NORTH ON THE MAIN
 TM0883'STREET FOR 0.1 MILE TO A JOG TO THE LEFT, JOG TO THE LEFT AND
 TM0883'FOLLOW MAIN STREET NORTH FOR 0.3 MILES TO A SIDE STREET LEFT
 TM0883'AND PARKING LOT.  TURN LEFT, WEST, AND GO FOR 0.05 TO END OF
 TM0883'PARKING LOT AND STATION JUST EAST OF THE WATER TANK.
 TM0883'
 TM0883'THE STATION IS A STANDARD DISK STAMPED, BROWNING 1963, SET IN TOP
 TM0883'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 102
 TM0883'FEET NORTHWEST OF A POWERLINE POLE, 100 FEET NORTHEAST OF THE
 TM0883'CENTERLINE OF A CURVE IN THE STREET, 14 FEET EAST OF THE SOUTHWEST
 TM0883'CORNER OF THE BLACKFEET INDIAN HOSPITAL, AND 10 FEET NORTH OF THE
 TM0883'SIDEWALK.
 TM0883'
 TM0883'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROWNING NO 1 1963, SET
 TM0883'IN A DRILL HOLE IN THE SOUTHEAST LEG OF THE WATER TOWER PROJECTING
 TM0883'1 FOOT.  IT IS 77 FEET NORTHEAST OF THE CENTERLINE OF THE CURVE OF
 TM0883'THE STREET, 62 FEET WEST OF THE SOUTHWEST CORNER OF THE HOSPITAL,
 TM0883'145 FEET WEST-NORTHWEST OF THE POWERLINE POLE, AND ABOUT 1 FOOT
 TM0883'HIGHER THAN THE STATION.
 TM0883'
 TM0883'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BROWNING NO 2 1963,
 TM0883'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 TM0883'IT IS 134 FEET FROM THE CENTERLINE OF THE CURVE IN THE STREET, 57
 TM0883'FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE HOSPITAL, 5
 TM0883'FEET SOUTH OF THE SOUTH WALL OF THE HOSPITAL, AND ABOUT 1/2 FOOT
 TM0883'HIGHER THAN THE STATION.
 TM0883'
 TM0883'AZIMUTH MARK IS A STANDARD DISK STAMPED, BROWNING 1963, SET IN TOP
 TM0883'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 54
 TM0883'FEET EAST OF A POWERLINE POLE, 28 FEET NORTH OF THE CENTERLINE OF A
 TM0883'GRAVEL ROAD, 3.5 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A
 TM0883'METAL WITNESS POST, AND ABOUT 3 FEET ABOVE THE ROAD.  TO REACH
 TM0883'THE AZIMUTH MARK FROM THE POST OFFICE IN BROWNING GO NORTH ON THE
 TM0883'MAIN STREET FOR 0.1 MILE TO THE JOG IN THE STREET AND A SIDE
 TM0883'STREET RIGHT, TURN RIGHT, EAST FOR 0.3 MILE TO A T ROAD, TURN
 TM0883'LEFT, NORTH FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, EAST
 TM0883'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0194 ***********************************************************************
 SQ0194  DESIGNATION -  BROWNING AZ MK
 SQ0194  PID         -  SQ0194
 SQ0194  STATE/COUNTY-  MT/VALLEY
 SQ0194  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0194
 SQ0194                         *CURRENT SURVEY CONTROL
 SQ0194  ___________________________________________________________________
 SQ0194* NAD 83(1986)-  47 50 59.     (N)    106 48 45.     (W)     SCALED    
 SQ0194* NAVD 88     -       798.524  (meters)    2619.82   (feet)  ADJUSTED  
 SQ0194  ___________________________________________________________________
 SQ0194  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SQ0194  DYNAMIC HT  -         798.583 (meters)    2620.02  (feet)  COMP
 SQ0194  MODELED GRAV-     980,658.0   (mgal)                       NAVD 88
 SQ0194
 SQ0194  VERT ORDER  -  SECOND    CLASS 0
 SQ0194
 SQ0194.The horizontal coordinates were scaled from a topographic map and have
 SQ0194.an estimated accuracy of +/- 6 seconds.
 SQ0194
 SQ0194.The orthometric height was determined by differential leveling
 SQ0194.and adjusted by the National Geodetic Survey in June 1991..
 SQ0194
 SQ0194.The geoid height was determined by GEOID03.
 SQ0194
 SQ0194.The dynamic height is computed by dividing the NAVD 88
 SQ0194.geopotential number by the normal gravity value computed on the
 SQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0194.degrees latitude (g = 980.6199 gals.).
 SQ0194
 SQ0194.The modeled gravity was interpolated from observed gravity values.
 SQ0194
 SQ0194;                    North         East    Units  Estimated Accuracy
 SQ0194;SPC MT       -   403,440.      801,000.      MT  (+/- 180 meters Scaled)
 SQ0194
 SQ0194                          SUPERSEDED SURVEY CONTROL
 SQ0194
 SQ0194  NGVD 29 (??/??/92)  797.876  (m)         2617.70   (f) ADJ UNCH    2 0
 SQ0194
 SQ0194.Superseded values are not recommended for survey control.
 SQ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0194.See file dsdata.txt to determine how the superseded data were derived.
 SQ0194
 SQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP644011(NAD 83)
 SQ0194_MARKER: DB = BENCH MARK DISK
 SQ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0194_STAMPING: BROWNING 1948
 SQ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0194+STABILITY: SURFACE MOTION
 SQ0194
 SQ0194  HISTORY     - Date     Condition        Report By
 SQ0194  HISTORY     - 1948     MONUMENTED       CGS
 SQ0194
 SQ0194                          STATION DESCRIPTION
 SQ0194
 SQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0194'35.05 MI S FROM GLASGOW.
 SQ0194'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0194'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0194'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9
 SQ0194'MILES SOUTHEAST ALONG A TRAIL, THENCE 0.25 MILE SOUTH ALONG THE WEST
 SQ0194'FORK OF THE TRAIL.  0.1 MILE SOUTH OF A WIRE GATE ACROSS THE TRAIL,
 SQ0194'18.0 FEET WEST OF THE CENTER LINE OF THE TRAIL AT A POINT WHERE THE
 SQ0194'TRAIL CROSSES OVER THE CREST OF A RISE, 4.0 FEET SOUTH OF A POINT
 SQ0194'WHERE THE TRAIL CROSSES OVER THE CREST OF A RISE, 4.0 FEET SOUTH OF A
 SQ0194'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SQ0194'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0859 ***********************************************************************
 TM0859  DESIGNATION -  BROWNING BLACKFEET SCH SPIPE
 TM0859  PID         -  TM0859
 TM0859  STATE/COUNTY-  MT/GLACIER
 TM0859  USGS QUAD   -  SHARP LAKE (1968)
 TM0859
 TM0859                         *CURRENT SURVEY CONTROL
 TM0859  ___________________________________________________________________
 TM0859* NAD 83(1992)-  48 37 41.32392(N)    112 58 44.00613(W)     ADJUSTED  
 TM0859* NAVD 88     -                                                        
 TM0859  ___________________________________________________________________
 TM0859  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 TM0859  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 TM0859
 TM0859  HORZ ORDER  -  THIRD
 TM0859
 TM0859.The horizontal coordinates were established by classical geodetic methods
 TM0859.and adjusted by the National Geodetic Survey in July 1992..
 TM0859
 TM0859
 TM0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0859
 TM0859.The geoid height was determined by GEOID03.
 TM0859
 TM0859;                    North         East     Units Scale Factor Converg.
 TM0859;SPC MT       -   492,212.474   343,691.131   MT  0.99979293   -2 32 41.4
 TM0859;SPC MT       - 1,614,870.32  1,127,595.57   iFT  0.99979293   -2 32 41.4
 TM0859;UTM  12      - 5,388,009.803   354,188.148   MT  0.99986121   -1 29 07.0
 TM0859
 TM0859                          SUPERSEDED SURVEY CONTROL
 TM0859
 TM0859  NAD 83(1986)-  48 37 41.33145(N)    112 58 43.99630(W) AD(       ) 4
 TM0859  NAD 27      -  48 37 41.41989(N)    112 58 40.69019(W) AD(       ) 3
 TM0859
 TM0859.Superseded values are not recommended for survey control.
 TM0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0859.See file dsdata.txt to determine how the superseded data were derived.
 TM0859
 TM0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU5418888010(NAD 83)
 TM0859
 TM0859  HISTORY     - Date     Condition        Report By
 TM0859  HISTORY     - 1964     MONUMENTED       CGS
 TM0859
 TM0859                          STATION DESCRIPTION
 TM0859
 TM0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0859'THE STATION IS THE CENTER OF THE TOP OF A 50 FOOT HIGH STANDPIPE,
 TM0859'LOCATED 4-1/2 MILES NORTH-NORTHEAST OF BROWNING AND AT THE
 TM0859'BLACKFEET INDIAN SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0882 ***********************************************************************
 TM0882  DESIGNATION -  BROWNING BLACKFEET HOSP TANK
 TM0882  PID         -  TM0882
 TM0882  STATE/COUNTY-  MT/GLACIER
 TM0882  USGS QUAD   -  BROWNING (1968)
 TM0882
 TM0882                         *CURRENT SURVEY CONTROL
 TM0882  ___________________________________________________________________
 TM0882* NAD 83(1992)-  48 33 52.25072(N)    113 01 09.56148(W)     ADJUSTED  
 TM0882* NAVD 88     -                                                        
 TM0882  ___________________________________________________________________
 TM0882  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 TM0882  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 TM0882
 TM0882  HORZ ORDER  -  THIRD
 TM0882
 TM0882.The horizontal coordinates were established by classical geodetic methods
 TM0882.and adjusted by the National Geodetic Survey in July 1992..
 TM0882
 TM0882
 TM0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0882
 TM0882.The geoid height was determined by GEOID03.
 TM0882
 TM0882;                    North         East     Units Scale Factor Converg.
 TM0882;SPC MT       -   485,278.327   340,396.519   MT  0.99976185   -2 34 27.8
 TM0882;SPC MT       - 1,592,120.50  1,116,786.48   iFT  0.99976185   -2 34 27.8
 TM0882;UTM  12      - 5,381,015.274   351,022.079   MT  0.99987268   -1 30 51.0
 TM0882
 TM0882                          SUPERSEDED SURVEY CONTROL
 TM0882
 TM0882  NAD 83(1986)-  48 33 52.25700(N)    113 01 09.55241(W) AD(       ) 4
 TM0882  NAD 27      -  48 33 52.35498(N)    113 01 06.24642(W) AD(       ) 3
 TM0882
 TM0882.Superseded values are not recommended for survey control.
 TM0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0882.See file dsdata.txt to determine how the superseded data were derived.
 TM0882
 TM0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU5102281015(NAD 83)
 TM0882_MARKER: 51 = TANK
 TM0882
 TM0882  HISTORY     - Date     Condition        Report By
 TM0882  HISTORY     - 1963     FIRST OBSERVED   CGS
 TM0882
 TM0882                          STATION DESCRIPTION
 TM0882
 TM0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0882'THE STATION IS THE CENTER OF THE BASE OF AN 111 FOOT HIGH,
 TM0882'BLUE COLORED, ELEVATED TANK, LOCATED 0.7 MILE NORTH OF THE CENTER
 TM0882'OF TOWN AND AT THE WEST SIDE OF THE HOSPITAL.
 TM0882'
 TM0882'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 TM0882'BROWNING, THE DISTANCE BEING 61.49 FEET OR 18.742 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0881 ***********************************************************************
 TM0881  DESIGNATION -  BROWNING MUNICIPAL STORAGE TK
 TM0881  PID         -  TM0881
 TM0881  STATE/COUNTY-  MT/GLACIER
 TM0881  USGS QUAD   -  BROWNING (1968)
 TM0881
 TM0881                         *CURRENT SURVEY CONTROL
 TM0881  ___________________________________________________________________
 TM0881* NAD 83(1992)-  48 33 12.92682(N)    113 05 54.70340(W)     ADJUSTED  
 TM0881* NAVD 88     -                                                        
 TM0881  ___________________________________________________________________
 TM0881  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 TM0881  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 TM0881
 TM0881  HORZ ORDER  -  THIRD
 TM0881
 TM0881.The horizontal coordinates were established by classical geodetic methods
 TM0881.and adjusted by the National Geodetic Survey in July 1992..
 TM0881
 TM0881
 TM0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0881
 TM0881.The geoid height was determined by GEOID03.
 TM0881
 TM0881;                    North         East     Units Scale Factor Converg.
 TM0881;SPC MT       -   484,330.689   334,502.160   MT  0.99975664   -2 37 56.4
 TM0881;SPC MT       - 1,589,011.45  1,097,448.03   iFT  0.99975664   -2 37 56.4
 TM0881;UTM  12      - 5,379,958.663   345,145.522   MT  0.99989462   -1 34 23.9
 TM0881
 TM0881                          SUPERSEDED SURVEY CONTROL
 TM0881
 TM0881  NAD 83(1986)-  48 33 12.93464(N)    113 05 54.69258(W) AD(       ) 4
 TM0881  NAD 27      -  48 33 13.03497(N)    113 05 51.37756(W) AD(       ) 3
 TM0881
 TM0881.Superseded values are not recommended for survey control.
 TM0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0881.See file dsdata.txt to determine how the superseded data were derived.
 TM0881
 TM0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU4514679959(NAD 83)
 TM0881_MARKER: 51 = TANK
 TM0881
 TM0881  HISTORY     - Date     Condition        Report By
 TM0881  HISTORY     - 1963     FIRST OBSERVED   CGS
 TM0881
 TM0881                          STATION DESCRIPTION
 TM0881
 TM0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0881'THE STATION IS THE CENTER OF THE TOP OF A BLUE COLORED TANK THAT
 TM0881'IS 26 FEET IN DIAMETER AND 26 FEET HIGH, LOCATED 4 MILES WEST
 TM0881'OF THE CENTER OF TOWN AND ON THE SOUTH SIDE OF U. S. HIGHWAY 89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0884 ***********************************************************************
 TM0884  DESIGNATION -  BROWNING MUNICIPAL TANK
 TM0884  PID         -  TM0884
 TM0884  STATE/COUNTY-  MT/GLACIER
 TM0884  USGS QUAD   -  BROWNING (1968)
 TM0884
 TM0884                         *CURRENT SURVEY CONTROL
 TM0884  ___________________________________________________________________
 TM0884* NAD 83(1992)-  48 33 26.41844(N)    113 00 54.02592(W)     ADJUSTED  
 TM0884* NAVD 88     -                                                        
 TM0884  ___________________________________________________________________
 TM0884  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 TM0884  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 TM0884
 TM0884  HORZ ORDER  -  THIRD
 TM0884
 TM0884.The horizontal coordinates were established by classical geodetic methods
 TM0884.and adjusted by the National Geodetic Survey in July 1992..
 TM0884
 TM0884
 TM0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0884
 TM0884.The geoid height was determined by GEOID03.
 TM0884
 TM0884;                    North         East     Units Scale Factor Converg.
 TM0884;SPC MT       -   484,467.088   340,678.845   MT  0.99975843   -2 34 16.5
 TM0884;SPC MT       - 1,589,458.95  1,117,712.75   iFT  0.99975843   -2 34 16.5
 TM0884;UTM  12      - 5,380,209.308   351,319.403   MT  0.99987160   -1 30 38.7
 TM0884
 TM0884                          SUPERSEDED SURVEY CONTROL
 TM0884
 TM0884  NAD 83(1986)-  48 33 26.42647(N)    113 00 54.01599(W) AD(       ) 4
 TM0884  NAD 27      -  48 33 26.52300(N)    113 00 50.71105(W) AD(       ) 3
 TM0884
 TM0884.Superseded values are not recommended for survey control.
 TM0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0884.See file dsdata.txt to determine how the superseded data were derived.
 TM0884
 TM0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU5131980209(NAD 83)
 TM0884_MARKER: 51 = TANK
 TM0884
 TM0884  HISTORY     - Date     Condition        Report By
 TM0884  HISTORY     - 1963     FIRST OBSERVED   CGS
 TM0884  HISTORY     - 1964     GOOD             CGS
 TM0884
 TM0884                          STATION DESCRIPTION
 TM0884
 TM0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0884'THE STATION IS THE CENTER OF THE TOP OF A 160 FT. HIGH ELEVATED
 TM0884'TANK.  THE ROOF OF THE TANK IS PAINTED RED AND THE TANK PROPER IS
 TM0884'PAINTED SILVER.  IT IS LOCATED ABOUT 0.1 MILE NORTHWEST OF THE
 TM0884'CENTER OF TOWN.
 TM0884
 TM0884                          STATION RECOVERY (1964)
 TM0884
 TM0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0884'STATION RECOVERED AS DESCRIBED IN 1963 BY JOHN C. CHILDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0197 ***********************************************************************
 SQ0197  DESIGNATION -  BROWNING RM 1
 SQ0197  PID         -  SQ0197
 SQ0197  STATE/COUNTY-  MT/VALLEY
 SQ0197  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0197
 SQ0197                         *CURRENT SURVEY CONTROL
 SQ0197  ___________________________________________________________________
 SQ0197* NAD 83(1986)-  47 50 09.     (N)    106 49 29.     (W)     SCALED    
 SQ0197* NAVD 88     -       869.557  (meters)    2852.87   (feet)  ADJUSTED  
 SQ0197  ___________________________________________________________________
 SQ0197  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 SQ0197  DYNAMIC HT  -         869.621 (meters)    2853.08  (feet)  COMP
 SQ0197  MODELED GRAV-     980,655.4   (mgal)                       NAVD 88
 SQ0197
 SQ0197  VERT ORDER  -  SECOND    CLASS 0
 SQ0197
 SQ0197.The horizontal coordinates were scaled from a topographic map and have
 SQ0197.an estimated accuracy of +/- 6 seconds.
 SQ0197
 SQ0197.The orthometric height was determined by differential leveling
 SQ0197.and adjusted by the National Geodetic Survey in June 1991..
 SQ0197
 SQ0197.The geoid height was determined by GEOID03.
 SQ0197
 SQ0197.The dynamic height is computed by dividing the NAVD 88
 SQ0197.geopotential number by the normal gravity value computed on the
 SQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0197.degrees latitude (g = 980.6199 gals.).
 SQ0197
 SQ0197.The modeled gravity was interpolated from observed gravity values.
 SQ0197
 SQ0197;                    North         East    Units  Estimated Accuracy
 SQ0197;SPC MT       -   401,870.      800,140.      MT  (+/- 180 meters Scaled)
 SQ0197
 SQ0197                          SUPERSEDED SURVEY CONTROL
 SQ0197
 SQ0197  NGVD 29 (??/??/92)  868.913  (m)         2850.76   (f) ADJ UNCH    2 0
 SQ0197
 SQ0197.Superseded values are not recommended for survey control.
 SQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0197.See file dsdata.txt to determine how the superseded data were derived.
 SQ0197
 SQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN634996(NAD 83)
 SQ0197_MARKER: DR = REFERENCE MARK DISK
 SQ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0197_STAMPING: BROWNING NO 1 1948
 SQ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0197+STABILITY: SURFACE MOTION
 SQ0197
 SQ0197  HISTORY     - Date     Condition        Report By
 SQ0197  HISTORY     - 1948     MONUMENTED       CGS
 SQ0197
 SQ0197                          STATION DESCRIPTION
 SQ0197
 SQ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0197'36.55 MI S FROM GLASGOW.
 SQ0197'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0197'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0197'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9
 SQ0197'MILES SOUTHEAST ALONG A TRAIL, THENCE 1.55 MILES SOUTH ALONG THE WEST
 SQ0197'FORK OF THE TRAIL, THENCE 0.2 MILE WEST ACROSS COUNTRY TO THE TOP OF A
 SQ0197'HIGH HILL, APPROXIMATELY 0.25 MILE NORTHWEST OF THE BROWNING RANCH
 SQ0197'HOUSE, 43.5 FEET NORTHEAST OF BROWNING R.M. 2, 33.0 FEET EAST OF
 SQ0197'TRIANGULATION STATION BROWNING 1948, AND SET IN THE TOP OF A CONCRETE
 SQ0197'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0198 ***********************************************************************
 SQ0198  DESIGNATION -  BROWNING RM 2
 SQ0198  PID         -  SQ0198
 SQ0198  STATE/COUNTY-  MT/VALLEY
 SQ0198  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0198
 SQ0198                         *CURRENT SURVEY CONTROL
 SQ0198  ___________________________________________________________________
 SQ0198* NAD 83(1986)-  47 50 09.     (N)    106 49 29.     (W)     SCALED    
 SQ0198* NAVD 88     -       869.261  (meters)    2851.90   (feet)  ADJUSTED  
 SQ0198  ___________________________________________________________________
 SQ0198  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 SQ0198  DYNAMIC HT  -         869.325 (meters)    2852.11  (feet)  COMP
 SQ0198  MODELED GRAV-     980,655.4   (mgal)                       NAVD 88
 SQ0198
 SQ0198  VERT ORDER  -  SECOND    CLASS 0
 SQ0198
 SQ0198.The horizontal coordinates were scaled from a topographic map and have
 SQ0198.an estimated accuracy of +/- 6 seconds.
 SQ0198
 SQ0198.The orthometric height was determined by differential leveling
 SQ0198.and adjusted by the National Geodetic Survey in June 1991..
 SQ0198
 SQ0198.The geoid height was determined by GEOID03.
 SQ0198
 SQ0198.The dynamic height is computed by dividing the NAVD 88
 SQ0198.geopotential number by the normal gravity value computed on the
 SQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0198.degrees latitude (g = 980.6199 gals.).
 SQ0198
 SQ0198.The modeled gravity was interpolated from observed gravity values.
 SQ0198
 SQ0198;                    North         East    Units  Estimated Accuracy
 SQ0198;SPC MT       -   401,870.      800,140.      MT  (+/- 180 meters Scaled)
 SQ0198
 SQ0198                          SUPERSEDED SURVEY CONTROL
 SQ0198
 SQ0198  NGVD 29 (??/??/92)  868.617  (m)         2849.79   (f) ADJ UNCH    2 0
 SQ0198
 SQ0198.Superseded values are not recommended for survey control.
 SQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0198.See file dsdata.txt to determine how the superseded data were derived.
 SQ0198
 SQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN634996(NAD 83)
 SQ0198_MARKER: DR = REFERENCE MARK DISK
 SQ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0198_STAMPING: BROWNING NO 2 1948
 SQ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0198+STABILITY: SURFACE MOTION
 SQ0198
 SQ0198  HISTORY     - Date     Condition        Report By
 SQ0198  HISTORY     - 1948     MONUMENTED       CGS
 SQ0198
 SQ0198                          STATION DESCRIPTION
 SQ0198
 SQ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0198'36.55 MI S FROM GLASGOW.
 SQ0198'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0198'RAILROAD STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED
 SQ0198'DIRT ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 SQ0198'THENCE 4.9 MILES SOUTHEAST ALONG A TRAIL, THENCE 1.55 MILES SOUTH
 SQ0198'ALONG THE WEST FORK OF THE TRAIL, THENCE 0.2 MILE WEST ACROSS COUNTRY
 SQ0198'TO THE TOP OF A HILL.  APPROXIMATELY 0.25 MILE NORTHWEST OF THE
 SQ0198'BROWNING RANCH HOUSE, 43.5 FEET SOUTHWEST OF BROWNING R.M. 1, 31.2
 SQ0198'FEET SOUTH OF TRIANGULATION STATION BROWNING 1948, SET IN THE TOP OF A
 SQ0198'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0963 ***********************************************************************
 RX0963  DESIGNATION -  BROWNS LAKE
 RX0963  PID         -  RX0963
 RX0963  STATE/COUNTY-  MT/POWELL
 RX0963  USGS QUAD   -  BROWNS LAKE (1965)
 RX0963
 RX0963                         *CURRENT SURVEY CONTROL
 RX0963  ___________________________________________________________________
 RX0963* NAD 83(1992)-  46 57 57.49791(N)    113 00 29.92152(W)     ADJUSTED  
 RX0963* NAVD 88     -      1321.1    (meters)    4334.     (feet)  VERTCON   
 RX0963  ___________________________________________________________________
 RX0963  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 RX0963  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 RX0963
 RX0963  HORZ ORDER  -  SECOND
 RX0963
 RX0963.The horizontal coordinates were established by classical geodetic methods
 RX0963.and adjusted by the National Geodetic Survey in July 1992..
 RX0963
 RX0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0963
 RX0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0963
 RX0963.The geoid height was determined by GEOID03.
 RX0963
 RX0963;                    North         East     Units Scale Factor Converg.
 RX0963;SPC MT       -   307,771.693   333,253.793   MT  0.99939297   -2 33 58.8
 RX0963;SPC MT       - 1,009,749.65  1,093,352.34   iFT  0.99939297   -2 33 58.8
 RX0963;UTM  12      - 5,203,340.219   347,222.154   MT  0.99988688   -1 28 05.7
 RX0963
 RX0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0963!SPC MT       -   0.99979508  x   0.99939297  =   0.99918817
 RX0963!UTM  12      -   0.99979508  x   0.99988688  =   0.99968198
 RX0963
 RX0963                          SUPERSEDED SURVEY CONTROL
 RX0963
 RX0963  NAD 83(1986)-  46 57 57.50426(N)    113 00 29.90818(W) AD(       ) 2
 RX0963  NAD 27      -  46 57 57.72100(N)    113 00 26.71900(W) AD(       ) 2
 RX0963  NGVD 29 (07/19/86) 1320.0    (m)         4331.     (f) VERT ANG       
 RX0963
 RX0963.Superseded values are not recommended for survey control.
 RX0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0963.See file dsdata.txt to determine how the superseded data were derived.
 RX0963
 RX0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT4722203340(NAD 83)
 RX0963_MARKER: Z = SEE DESCRIPTION
 RX0963_SETTING: 0 = UNSPECIFIED SETTING
 RX0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0963
 RX0963  HISTORY     - Date     Condition        Report By
 RX0963  HISTORY     - 1956     MONUMENTED       CGS
 RX0963
 RX0963                          STATION DESCRIPTION
 RX0963
 RX0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0963'THE STATION IS LOCATED ABOUT 200 YARDS NORTHWEST OF BROWNS
 RX0963'LAKE, ABOUT 16 MILES NORTH-NORTHEAST OF DRUMMOND, AND 15.5
 RX0963'MILES WEST OF LINCOLN.  THE MARK IS A STANDARD U.S. FOREST
 RX0963'SERVICE DISK WELDED TO THE TOP OF A 1-1/2 INCH COPPER PIPE.
 RX0963'THE MARK PROJECTS ABOUT 10 INCHES, AND THE DISK IS STAMPED
 RX0963'BROWNS LAKE 1956.
 RX0963'
 RX0963'THE POINT INTERSECTED WAS THE TOP OF A 12 FOOT TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0651 ***********************************************************************
 TH0651  DESIGNATION -  BRUCE
 TH0651  PID         -  TH0651
 TH0651  STATE/COUNTY-  MT/SHERIDAN
 TH0651  USGS QUAD   -  RAYMOND (1983)
 TH0651
 TH0651                         *CURRENT SURVEY CONTROL
 TH0651  ___________________________________________________________________
 TH0651* NAD 83(1992)-  48 56 41.96954(N)    104 32 50.17058(W)     ADJUSTED  
 TH0651* NAVD 88     -       771.     (meters)    2530.     (feet)  SCALED    
 TH0651  ___________________________________________________________________
 TH0651  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 TH0651  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 TH0651
 TH0651  HORZ ORDER  -  FIRST
 TH0651
 TH0651.The horizontal coordinates were established by classical geodetic methods
 TH0651.and adjusted by the National Geodetic Survey in July 1992..
 TH0651
 TH0651.The orthometric height was scaled from a topographic map.
 TH0651
 TH0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0651
 TH0651.The geoid height was determined by GEOID03.
 TH0651
 TH0651;                    North         East     Units Scale Factor Converg.
 TH0651;SPC MT       -   533,216.314   962,545.270   MT  0.99996662   +3 37 22.6
 TH0651;SPC MT       - 1,749,397.36  3,157,956.92   iFT  0.99996662   +3 37 22.6
 TH0651;UTM  13      - 5,421,439.544   533,150.248   MT  0.99961350   +0 20 29.0
 TH0651
 TH0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0651!SPC MT       -   0.99988214  x   0.99996662  =   0.99984876
 TH0651!UTM  13      -   0.99988214  x   0.99961350  =   0.99949568
 TH0651
 TH0651:                Primary Azimuth Mark                     Grid Az
 TH0651:SPC MT       -  DOOLEY                                   124 04 34.9
 TH0651:UTM  13      -  DOOLEY                                   127 21 28.5
 TH0651
 TH0651|---------------------------------------------------------------------|
 TH0651| PID    Reference Object                     Distance      Geod. Az  |
 TH0651|                                                           dddmmss.s |
 TH0651| TH0583 DOOLEY                              APPROX.15.1 KM 1274157.5 |
 TH0651|---------------------------------------------------------------------|
 TH0651
 TH0651                          SUPERSEDED SURVEY CONTROL
 TH0651
 TH0651  NAD 83(1986)-  48 56 41.97053(N)    104 32 50.17106(W) AD(       ) 1
 TH0651  NAD 27      -  48 56 41.86500(N)    104 32 48.32100(W) AD(       ) 1
 TH0651
 TH0651.Superseded values are not recommended for survey control.
 TH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0651.See file dsdata.txt to determine how the superseded data were derived.
 TH0651
 TH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ3315021440(NAD 83)
 TH0651_MARKER: DS = TRIANGULATION STATION DISK
 TH0651_SETTING: 0 = UNSPECIFIED SETTING
 TH0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0651
 TH0651  HISTORY     - Date     Condition        Report By
 TH0651  HISTORY     - 1923     MONUMENTED       GSC
 TH0651
 TH0651                          STATION DESCRIPTION
 TH0651
 TH0651'DESCRIBED BY GEODETIC SURVEY OF CANADA 1923
 TH0651'MOST EASILY REACHED FROM RAYMOND, MONTANA.  THE STATION IS
 TH0651'IN SW 1/4 SEC. 24, T. 37 N., R. 54 E., PRINCIPAL MERIDIAN.
 TH0651'
 TH0651'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY
 TH0651'STATION MARK.  THE REFERENCE MARK IS THE SW CORNER OF THE
 TH0651'ABOVE SECTION, 707.97 METERS FROM THE STATION
 TH0651'S 32 DEG 13 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0603 ***********************************************************************
 ST0603  DESIGNATION -  BRUCE RIDGE LOOKOUT
 ST0603  PID         -  ST0603
 ST0603  STATE/COUNTY-  MT/FLATHEAD
 ST0603  USGS QUAD   -  TIN CREEK (1994)
 ST0603
 ST0603                         *CURRENT SURVEY CONTROL
 ST0603  ___________________________________________________________________
 ST0603* NAD 83(1992)-  47 54 42.38735(N)    113 36 40.10819(W)     ADJUSTED  
 ST0603* NAVD 88     -                                                        
 ST0603  ___________________________________________________________________
 ST0603  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 ST0603  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 ST0603
 ST0603  HORZ ORDER  -  THIRD
 ST0603
 ST0603.The horizontal coordinates were established by classical geodetic methods
 ST0603.and adjusted by the National Geodetic Survey in July 1992..
 ST0603
 ST0603
 ST0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0603
 ST0603.The geoid height was determined by GEOID03.
 ST0603
 ST0603;                    North         East     Units Scale Factor Converg.
 ST0603;SPC MT       -   414,950.200   292,971.668   MT  0.99951603   -3 00 26.3
 ST0603;SPC MT       - 1,361,385.17    961,193.14   iFT  0.99951603   -3 00 26.3
 ST0603;UTM  12      - 5,309,794.717   304,895.526   MT  1.00006777   -1 56 18.1
 ST0603
 ST0603                          SUPERSEDED SURVEY CONTROL
 ST0603
 ST0603  NAD 83(1986)-  47 54 42.39907(N)    113 36 40.09874(W) AD(       ) 4
 ST0603  NAD 27      -  47 54 42.60672(N)    113 36 36.77499(W) AD(       ) 3
 ST0603
 ST0603.Superseded values are not recommended for survey control.
 ST0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0603.See file dsdata.txt to determine how the superseded data were derived.
 ST0603
 ST0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU0489609795(NAD 83)
 ST0603
 ST0603  HISTORY     - Date     Condition        Report By
 ST0603  HISTORY     - 1940     MONUMENTED       CGS
 ST0603
 ST0603                          STATION DESCRIPTION
 ST0603
 ST0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0603'BRUCE RIDGE FOREST SERVICE LOOKOUT HOUSE IS IN THE FLATHEAD
 ST0603'NATIONAL FOREST ON A SHARP BARE PEAK, 4-1/2 MILES WSW OF
 ST0603'SPOTTED BEAR RANGER STATION, 10 MILES E OF THE S END OF SWAN
 ST0603'LAKE, AND 3-1/2 MILES E OF THE FLATHEAD-LAKE COUNTY LINE.
 ST0603'THE CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1553 ***********************************************************************
 SS1553  DESIGNATION -  BRULE
 SS1553  PID         -  SS1553
 SS1553  STATE/COUNTY-  MT/CHOUTEAU
 SS1553  USGS QUAD   -  O'HANLON COULEE (1953)
 SS1553
 SS1553                         *CURRENT SURVEY CONTROL
 SS1553  ___________________________________________________________________
 SS1553* NAD 83(1992)-  47 51 15.42599(N)    110 30 32.43072(W)     ADJUSTED  
 SS1553* NAVD 88     -       874.7    (meters)    2870.     (feet)  VERTCON   
 SS1553  ___________________________________________________________________
 SS1553  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 SS1553  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 SS1553
 SS1553  HORZ ORDER  -  SECOND
 SS1553
 SS1553.The horizontal coordinates were established by classical geodetic methods
 SS1553.and adjusted by the National Geodetic Survey in July 1992..
 SS1553
 SS1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1553
 SS1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1553
 SS1553.The geoid height was determined by GEOID03.
 SS1553
 SS1553;                    North         East     Units Scale Factor Converg.
 SS1553;SPC MT       -   400,987.898   524,530.376   MT  0.99950071   -0 44 17.1
 SS1553;SPC MT       - 1,315,577.09  1,720,900.18   iFT  0.99950071   -0 44 17.1
 SS1553;UTM  12      - 5,300,221.497   536,728.731   MT  0.99961658   +0 21 50.6
 SS1553
 SS1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1553!SPC MT       -   0.99986526  x   0.99950071  =   0.99936604
 SS1553!UTM  12      -   0.99986526  x   0.99961658  =   0.99948189
 SS1553
 SS1553|---------------------------------------------------------------------|
 SS1553| PID    Reference Object                     Distance      Geod. Az  |
 SS1553|                                                           dddmmss.s |
 SS1553| CQ5198 BRULE RM 1                           10.683 METERS 08207     |
 SS1553| CQ5199 BRULE RM 2                           12.624 METERS 17230     |
 SS1553| CQ5197 BRULE AZ MK                                        1953028.3 |
 SS1553|---------------------------------------------------------------------|
 SS1553
 SS1553                          SUPERSEDED SURVEY CONTROL
 SS1553
 SS1553  NAD 83(1986)-  47 51 15.42221(N)    110 30 32.41013(W) AD(       ) 2
 SS1553  NAD 27      -  47 51 15.52400(N)    110 30 29.65100(W) AD(       ) 2
 SS1553  NGVD 29 (07/19/86)  873.9    (m)         2867.     (f) VERT ANG       
 SS1553
 SS1553.Superseded values are not recommended for survey control.
 SS1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1553.See file dsdata.txt to determine how the superseded data were derived.
 SS1553
 SS1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU3672900221(NAD 83)
 SS1553_MARKER: DS = TRIANGULATION STATION DISK
 SS1553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1553
 SS1553  HISTORY     - Date     Condition        Report By
 SS1553  HISTORY     - 1889     MONUMENTED       MORC
 SS1553  HISTORY     - 1949     GOOD             CGS
 SS1553  HISTORY     - 1949     GOOD             CGS
 SS1553
 SS1553                          STATION DESCRIPTION
 SS1553
 SS1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1553'STATION IS ABOUT 5-1/2 MILES SOUTH OF LOMA, 7-3/4 MILES NORTHEAST
 SS1553'OF FORT BENTON, 8 FEET SOUTH OF THE EDGE OF THE BLUFF OVERLOOKING
 SS1553'THE MISSOURI RIVER, 6 FEET EAST OF A WITNESS POST AND ON LAND
 SS1553'OWNED BY MR. T.N. BINKELAND.
 SS1553'
 SS1553'TO REACH FROM THE POST OFFICE IN FORT BENTON, GO EAST ACROSS
 SS1553'THE BRIDGE OVER THE MISSOURI RIVER AND CONTINUE EAST FOR 4.6
 SS1553'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST AND NORTHEAST
 SS1553'FOR 3.7 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR
 SS1553'0.95 MILE TO POINT WHERE MAIN ROAD TURNS LEFT, KEEP STRAIGHT
 SS1553'AHEAD UP HILL FOR 0.2 MILE TO A FORK, KEEP RIGHT FORK FOR 0.1
 SS1553'MILE TO RANCH BUILDINGS AND WINDMILL, TURN RIGHT AND GO EAST
 SS1553'ON ROAD BETWEEN FIELDS 0.5 MILE, TURN LEFT AND GO NORTH
 SS1553'THROUGH FIELD FOR 0.5 MILE TO NORTH END OF FIELD, BEAR LEFT ON
 SS1553'TRACK ROAD AND FOLLOW AROUND FIELD AND ACROSS DIVIDE
 SS1553'BETWEEN TWO DEEP COULEES TO THE EDGE OF ANOTHER FIELD 1.0
 SS1553'MILE, TURN LEFT AROUND EDGE OF FIELD FOR 0.35 MILE TO THE
 SS1553'AZIMUTH MARK, CONTINUE NORTH FOR 0.3 MILE TO EDGE OF BLUFF AND
 SS1553'THE STATION.
 SS1553'
 SS1553'STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION MARK
 SS1553'FASTENED TO THE TOP OF A 5-INCH IRON PIPE THAT PROJECTS 3
 SS1553'INCHES.
 SS1553'
 SS1553'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 SS1553'BRULE MO R C NO 1 1949.
 SS1553'
 SS1553'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE EDGE OF THE BLUFF.
 SS1553'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRULE MO
 SS1553'R C NO 2 1949.
 SS1553'
 SS1553'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE FROM THE STATION, 20
 SS1553'FEET EAST OF EDGE OF A BLUFF, 3.5 FEET NORTH OF A WITNESS
 SS1553'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 SS1553'BRULE MO R C 1949.
 SS1553'
 SS1553'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SS1553'SQUARE CONCRETE POSTS.
 SS1553'
 SS1553'A 4-FOOT STAND AT BRULE (MO. R C) WILL SEE 4-FOOT STANDS AT
 SS1553'SKIT AND BLACK BLUFF (MO. R C).
 SS1553
 SS1553                          STATION RECOVERY (1949)
 SS1553
 SS1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 SS1553'STATION MARK--STANDARD MORC MARK FASTENED TO THE TOP OF A 5 IN. IRON
 SS1553'PIPE, PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0530 ***********************************************************************
 SQ0530  DESIGNATION -  BRUSETT
 SQ0530  PID         -  SQ0530
 SQ0530  STATE/COUNTY-  MT/GARFIELD
 SQ0530  USGS QUAD   -  CHALK BUTTE (1987)
 SQ0530
 SQ0530                         *CURRENT SURVEY CONTROL
 SQ0530  ___________________________________________________________________
 SQ0530* NAD 83(1992)-  47 32 25.02472(N)    107 19 19.98122(W)     ADJUSTED  
 SQ0530* NAVD 88     -       990.5    (meters)    3250.     (feet)  VERTCON   
 SQ0530  ___________________________________________________________________
 SQ0530  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 SQ0530  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 SQ0530
 SQ0530  HORZ ORDER  -  FIRST
 SQ0530
 SQ0530.The horizontal coordinates were established by classical geodetic methods
 SQ0530.and adjusted by the National Geodetic Survey in July 1992..
 SQ0530
 SQ0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0530
 SQ0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0530
 SQ0530.The geoid height was determined by GEOID03.
 SQ0530
 SQ0530;                    North         East     Units Scale Factor Converg.
 SQ0530;SPC MT       -   367,886.396   763,842.642   MT  0.99943502   +1 35 35.0
 SQ0530;SPC MT       - 1,206,976.36  2,506,045.41   iFT  0.99943502   +1 35 35.0
 SQ0530;UTM  13      - 5,267,820.236   325,243.883   MT  0.99997531   -1 42 49.1
 SQ0530
 SQ0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0530!SPC MT       -   0.99984718  x   0.99943502  =   0.99928229
 SQ0530!UTM  13      -   0.99984718  x   0.99997531  =   0.99982249
 SQ0530
 SQ0530:                Primary Azimuth Mark                     Grid Az
 SQ0530:SPC MT       -  BRUSETT AZ MK                            014 09 30.4
 SQ0530:UTM  13      -  BRUSETT AZ MK                            017 27 54.5
 SQ0530
 SQ0530|---------------------------------------------------------------------|
 SQ0530| PID    Reference Object                     Distance      Geod. Az  |
 SQ0530|                                                           dddmmss.s |
 SQ0530| CQ5200 BRUSETT AZ MK                                      0154505.4 |
 SQ0530| SQ0526 GIBSON                              APPROX.13.7 KM 0375309.6 |
 SQ0530| CQ5201 BRUSETT RM 1                         12.633 METERS 10510     |
 SQ0530| SQ0529 CHALK BUTTE GROUND AT HIGH PT       APPROX. 3.3 KM 1550751.7 |
 SQ0530| CQ5202 BRUSETT RM 2                          5.458 METERS 28504     |
 SQ0530|---------------------------------------------------------------------|
 SQ0530
 SQ0530                          SUPERSEDED SURVEY CONTROL
 SQ0530
 SQ0530  NAD 83(1986)-  47 32 25.01981(N)    107 19 19.96668(W) AD(       ) 1
 SQ0530  NAD 27      -  47 32 25.01100(N)    107 19 17.63800(W) AD(       ) 1
 SQ0530  NGVD 29 (07/19/86)  989.8    (m)         3247.     (f) VERT ANG       
 SQ0530
 SQ0530.Superseded values are not recommended for survey control.
 SQ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0530.See file dsdata.txt to determine how the superseded data were derived.
 SQ0530
 SQ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN2524467820(NAD 83)
 SQ0530_MARKER: DS = TRIANGULATION STATION DISK
 SQ0530_SETTING: 66 = SET IN ROCK OUTCROP
 SQ0530
 SQ0530  HISTORY     - Date     Condition        Report By
 SQ0530  HISTORY     - 1948     MONUMENTED       CGS
 SQ0530
 SQ0530                          STATION DESCRIPTION
 SQ0530
 SQ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0530'STATION IS LOCATED ABOUT 24 MILES NORTHWEST OF JORDAN, ABOUT
 SQ0530'11 MILES WEST OF THE POST OFFICE IN BRUSETT, AND ABOUT 1.5
 SQ0530'MILES NORTH OF CHALK BUTTE.
 SQ0530'
 SQ0530'TO REACH FROM THE POST OFFICE IN JORDAN, GO NORTH ON STATE ROUTE
 SQ0530'18 FOR 0.2 MILES TO A GRAVELED ROAD, CONTINUE NORTH 0.1 MILE
 SQ0530'TO A CROSSROAD, TURN LEFT AND GO WEST 22.0 MILES ON MAIN
 SQ0530'ROAD TO THE EDSALL BROTHERS STORE.  CONTINUE WEST ON MAIN
 SQ0530'ROAD 2.5 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH 0.8
 SQ0530'MILE TO A T-ROAD LEFT, CONTINUE STRAIGHT AHEAD 7.7 MILES TO A
 SQ0530'SMALL KNOLL ON THE LEFT AND THE STATION ON TOP OF THE KNOLL.
 SQ0530'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH 0.4 MILE
 SQ0530'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 SQ0530'
 SQ0530'STATION IS ON THE EAST EDGE OF A HIGH ROCKY KNOLL.  THE MARK
 SQ0530'IS A STANDARD STATION MARK DISK SET IN AN OUTCROPPING OF
 SQ0530'BEDROCK.  THE BEDROCK IS FLUSH WITH THE GROUND, AND THE DISK
 SQ0530'IS STAMPED BRUSETT 1948.
 SQ0530'
 SQ0530'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 SQ0530'AN OUTCROPPING OF BEDROCK.  THE BEDROCK IS FLUSH WITH THE
 SQ0530'GROUND, AND THE DISK IS STAMPED BRUSETT NO 1 1948.
 SQ0530'
 SQ0530'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 SQ0530'AN OUTCROPPING OF BEDROCK.  THE BEDROCK IS FLUSH WITH THE
 SQ0530'GROUND, AND THE DISK IS STAMPED BRUSETT NO 2 1948.
 SQ0530'
 SQ0530'AZIMUTH MARK IS 0.4 MILE FROM THE STATION, 23 FEET EAST OF A
 SQ0530'GRADED DIRT ROAD, 5 FEET SOUTH OF A WITNESS POST.  THE MARK IS
 SQ0530'A STANDARD AZIMUTH MARK DISK SET IN AN OUTCROPPING OF BEDROCK.
 SQ0530'THE BEDROCK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 SQ0530'BRUSETT 1948.  A 4-FOOT STAND WILL SEE STATIONS LEEDY 1934,
 SQ0530'SEVEN BLACKFEET (MORC), CARPENTER, SUTHERLAND, GIBSON (MORC),
 SQ0530'AND SNOW.
 SQ0530'
 SQ0530'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0817 ***********************************************************************
 TN0817  DESIGNATION -  BRUYER
 TN0817  PID         -  TN0817
 TN0817  STATE/COUNTY-  MT/FLATHEAD
 TN0817  USGS QUAD   -  KALISPELL (1994)
 TN0817
 TN0817                         *CURRENT SURVEY CONTROL
 TN0817  ___________________________________________________________________
 TN0817* NAD 83(1992)-  48 14 13.02802(N)    114 17 38.07424(W)     ADJUSTED  
 TN0817* NAVD 88     -       918.     (meters)    3012.     (feet)  VERTCON   
 TN0817  ___________________________________________________________________
 TN0817  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 TN0817  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TN0817
 TN0817  HORZ ORDER  -  THIRD
 TN0817
 TN0817.The horizontal coordinates were established by classical geodetic methods
 TN0817.and adjusted by the National Geodetic Survey in July 1992..
 TN0817.No horizontal observational check was made to the station.
 TN0817
 TN0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0817
 TN0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0817
 TN0817.The geoid height was determined by GEOID03.
 TN0817
 TN0817;                    North         East     Units Scale Factor Converg.
 TN0817;SPC MT       -   453,922.329   244,250.933   MT  0.99962192   -3 30 24.4
 TN0817;SPC MT       - 1,489,246.49    801,348.21   iFT  0.99962192   -3 30 24.4
 TN0817;UTM  11      - 5,346,177.542   700,927.721   MT  1.00009607   +2 01 09.0
 TN0817
 TN0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0817!SPC MT       -   0.99985866  x   0.99962192  =   0.99948063
 TN0817!UTM  11      -   0.99985866  x   1.00009607  =   0.99995471
 TN0817
 TN0817:                Primary Azimuth Mark                     Grid Az
 TN0817:SPC MT       -  KALISPELL MUNICIPAL TANK                 220 44 39.8
 TN0817:UTM  11      -  KALISPELL MUNICIPAL TANK                 215 13 06.4
 TN0817
 TN0817|---------------------------------------------------------------------|
 TN0817| PID    Reference Object                     Distance      Geod. Az  |
 TN0817|                                                           dddmmss.s |
 TN0817| TN0814 KALISPELL MUNICIPAL TANK            APPROX. 3.4 KM 2171415.4 |
 TN0817| TN0818 BRUYER RM 3                         APPROX. 1.1 KM 2434949.0 |
 TN0817| CH6534 BRUYER RM 2                           9.215 METERS 24927     |
 TN0817| CH6533 BRUYER RM 1                           9.453 METERS 34241     |
 TN0817|---------------------------------------------------------------------|
 TN0817
 TN0817                          SUPERSEDED SURVEY CONTROL
 TN0817
 TN0817  NAD 83(1986)-  48 14 13.03600(N)    114 17 38.06347(W) AD(       ) 3
 TN0817  NAD 27      -  48 14 13.17328(N)    114 17 34.59098(W) AD(       ) 3
 TN0817  NGVD 29 (07/19/86)  917.     (m)         3009.     (f) VERT ANG       
 TN0817
 TN0817.Superseded values are not recommended for survey control.
 TN0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0817.See file dsdata.txt to determine how the superseded data were derived.
 TN0817
 TN0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0092846178(NAD 83)
 TN0817_MARKER: DS = TRIANGULATION STATION DISK
 TN0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TN0817
 TN0817  HISTORY     - Date     Condition        Report By
 TN0817  HISTORY     - 1973     MONUMENTED       NGS
 TN0817
 TN0817                          STATION DESCRIPTION
 TN0817
 TN0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TN0817'DISTANCES REDUCED TO SEA LEVEL.
 TN0817'
 TN0817'THIS STATION WAS ESTABLISHED TO REPLACE STATION STILL 1959, WHICH
 TN0817'IS ABOUT 0.6 MILE WEST-NORTHWEST AND SCHEDULED FOR DESTRUCTION
 TN0817'BY CONSTRUCTION.
 TN0817'
 TN0817'THE STATION IS ABOUT 2-3/4 MILES NORTH OF KALISPELL, 1-3/4 MILES
 TN0817'EAST OF U.S. HIGHWAY 93, 0.1 MILE WEST OF THE WHITEFISH RIVER,
 TN0817'ON THE PROPERTY OF GEORGE W BRUYER, IN THE NORTHEAST 1/4 OF
 TN0817'SECTION 32, T 29 N, R 21 W, AND ON THE SOUTHEAST POINT OF THE
 TN0817'BLUFF OVERLOOKING THE VALLEY TO THE EAST AND SOUTH.
 TN0817'
 TN0817'FROM THE INTERSECTION OF US HIGHWAYS 2 AND 93 IN KALISPELL,
 TN0817'GO NORTH ON US HIGHWAY 93 FOR 3.0 MILES TO A CROSSROAD, TURN RIGHT
 TN0817'AND GO EAST 1.0 MILE TO A CROSSROAD, (R.M. 3 IS SOUTH 0.6 MILE
 TN0817'FROM THIS CROSSROAD).  CONTINUE EAST 0.3 MILE, TURN RIGHT AND GO
 TN0817'SOUTH 0.05 MILE, TO A T-INTERSECTION, TURN LEFT AND FOLLOW THE
 TN0817'ROAD EAST AND SOUTHEAST FOR 0.35 MILE TO THE GEORGE W. BRUYER
 TN0817'RESIDENCE.  CONTINUE SOUTHEAST ACROSS THE FARMYARD ABOUT 150
 TN0817'YARDS TO THE POINT WHERE THE STEEP BLUFF TURNS FROM EAST TO NORTH
 TN0817'AND THE STATION.
 TN0817'
 TN0817'STATION MARK, STAMPED BRUYER 1973, IS A STANDARD DISK SET IN A
 TN0817'ROUND CONCRETE POST FLUSH WITH THE GROUND, 6 FEET NORTHWEST OF
 TN0817'THE UPPER EDGE OF A STEEP DECLINE TO THE SOUTHEAST, 25.7 FEET
 TN0817'EAST OF A FENCE CORNER AND 4.3 FEET NORTHWEST OF A METAL WITNESS
 TN0817'POST.
 TN0817'
 TN0817'REFERENCE MARK NO. 1, STAMPED BRUYER NO 1 1973, IS A STANDARD DISK
 TN0817'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 34
 TN0817'FEET NORTH OF THE METAL WITNESS POST AND 10 FEET WEST OF THE
 TN0817'EDGE OF THE BLUFF.
 TN0817'
 TN0817'REFERENCE MARK NO. 2, STAMPED BRUYER NO 2 1973, IS A STANDARD DISK
 TN0817'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 11 FEET
 TN0817'NORTHWEST OF A FENCE CORNER, 10 FEET NORTH OF THE EDGE OF THE BLUFF
 TN0817'AND 1-1/2 FEET EAST OF A FENCE POST.
 TN0817'
 TN0817'REFERENCE MARK NO. 3, STAMPED BRUYER NO 3 1973, IS ABOUT 0.6 MILE
 TN0817'WEST-SOUTHWEST OF THE STATION, AT A POINT WHERE THE ROAD CURVES
 TN0817'FROM SOUTHEAST TO SOUTH, 35 FEET EAST OF THE CENTERLINE OF THE
 TN0817'ROAD, 15 FEET EAST OF THE PROJECTED CENTERLINE OF THE ROAD GOING
 TN0817'SOUTH, 5 FEET EAST OF A POWER POLE WITH TWO GUY WIRES AND 2.5
 TN0817'FEET WEST OF A FENCE LINE.  MARK IS A STANDARD DISK SET IN A
 TN0817'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 TN0817'
 TN0817'NOTE--THE SUB-SURFACE STATION MARK IS 2.4 FEET BELOW GROUND.
 TN0817'
 TN0817'NEAREST TOWN--KALISPELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0818 ***********************************************************************
 TN0818  DESIGNATION -  BRUYER RM 3
 TN0818  PID         -  TN0818
 TN0818  STATE/COUNTY-  MT/FLATHEAD
 TN0818  USGS QUAD   -  KALISPELL (1994)
 TN0818
 TN0818                         *CURRENT SURVEY CONTROL
 TN0818  ___________________________________________________________________
 TN0818* NAD 83(1992)-  48 13 56.80826(N)    114 18 27.46931(W)     ADJUSTED  
 TN0818* NAVD 88     -       916.     (meters)    3005.     (feet)  VERTCON   
 TN0818  ___________________________________________________________________
 TN0818  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 TN0818  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 TN0818
 TN0818  HORZ ORDER  -  THIRD
 TN0818
 TN0818.The horizontal coordinates were established by classical geodetic methods
 TN0818.and adjusted by the National Geodetic Survey in July 1992..
 TN0818.No horizontal observational check was made to the station.
 TN0818
 TN0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0818
 TN0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0818
 TN0818.The geoid height was determined by GEOID03.
 TN0818
 TN0818;                    North         East     Units Scale Factor Converg.
 TN0818;SPC MT       -   453,484.883   243,203.286   MT  0.99962023   -3 31 00.5
 TN0818;SPC MT       - 1,487,811.30    797,911.04   iFT  0.99962023   -3 31 00.5
 TN0818;UTM  11      - 5,345,640.994   699,926.593   MT  1.00009114   +2 00 31.6
 TN0818
 TN0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0818!SPC MT       -   0.99985897  x   0.99962023  =   0.99947925
 TN0818!UTM  11      -   0.99985897  x   1.00009114  =   0.99995009
 TN0818
 TN0818:                Primary Azimuth Mark                     Grid Az
 TN0818:SPC MT       -  BRUYER                                   067 20 12.7
 TN0818:UTM  11      -  BRUYER                                   061 48 40.6
 TN0818
 TN0818|---------------------------------------------------------------------|
 TN0818| PID    Reference Object                     Distance      Geod. Az  |
 TN0818|                                                           dddmmss.s |
 TN0818| TN0817 BRUYER                              APPROX. 1.1 KM 0634912.2 |
 TN0818| TN0814 KALISPELL MUNICIPAL TANK            APPROX. 2.4 KM 2050202.6 |
 TN0818| TN0819 BRUYER TEMP POINT                   188.675 METERS 33519     |
 TN0818|---------------------------------------------------------------------|
 TN0818
 TN0818                          SUPERSEDED SURVEY CONTROL
 TN0818
 TN0818  NAD 83(1986)-  48 13 56.81602(N)    114 18 27.45840(W) AD(       ) 3
 TN0818  NAD 27      -  48 13 56.95359(N)    114 18 23.98444(W) AD(       ) 3
 TN0818  NGVD 29 (07/19/86)  915.     (m)         3002.     (f) VERT ANG       
 TN0818
 TN0818.Superseded values are not recommended for survey control.
 TN0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0818.See file dsdata.txt to determine how the superseded data were derived.
 TN0818
 TN0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9992745641(NAD 83)
 TN0818_MARKER: DR = REFERENCE MARK DISK
 TN0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0818+STABILITY: SURFACE MOTION
 TN0818
 TN0818  HISTORY     - Date     Condition        Report By
 TN0818  HISTORY     - 1973     MONUMENTED       NGS
 TN0818
 TN0818                          STATION DESCRIPTION
 TN0818
 TN0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TN0818'DISTANCES REDUCED TO SEA LEVEL.
 TN0818'
 TN0818'THIS STATION WAS ESTABLISHED AT THE ANGLE POINT IN A DOG-LEG
 TN0818'TRAVERSE BETWEEN STATIONS STILL 1959 AND BRUYER 1973.
 TN0818'
 TN0818'THE STATION IS ABOUT 2-1/2 MILES NORTH OF KALISPELL, ON THE EAST
 TN0818'SIDE OF A COUNTY ROAD, ON THE ROAD RIGHT-OF-WAY, AT THE NORTH
 TN0818'END OF A LONG TANGENT, WHERE THE ROAD TURNS FROM NORTH TO
 TN0818'NORTHWEST AND 0.6 MILE SOUTH OF A CROSSROAD.
 TN0818'
 TN0818'THE STATION MARK, STAMPED BRUYER NO 3 1973, IS A STANDARD
 TN0818'REFERENCE MARK DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 TN0818'2 INCHES.  IT IS 0.1 MILE SOUTHEAST OF A SIDE ROAD WEST AT A CURVE,
 TN0818'35 FEET EAST OF THE CENTER OF THE ROAD, 15 FEET EAST OF THE
 TN0818'PROJECTED CENTER LINE OF THE ROAD RUNNING SOUTH, 5 FEET EAST OF A
 TN0818'POWER POLE WITH TWO GUY WIRES AND 2.5 FEET WEST OF A FENCE LINE.
 TN0818'
 TN0818'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION.
 TN0818'
 TN0818'NEAREST TOWN--KALISPELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2876 ***********************************************************************
 AA2876  DESIGNATION -  BRYCE
 AA2876  PID         -  AA2876
 AA2876  STATE/COUNTY-  MT/GARFIELD
 AA2876  USGS QUAD   -  BLACK JOHN COULEE (1964)
 AA2876
 AA2876                         *CURRENT SURVEY CONTROL
 AA2876  ___________________________________________________________________
 AA2876* NAD 83(1999)-  47 19 53.01449(N)    106 43 23.14910(W)     ADJUSTED  
 AA2876* NAVD 88     -       798.8    (meters)    2621.     (feet)  GPS OBS   
 AA2876  ___________________________________________________________________
 AA2876  X           -  -1,246,288.513 (meters)                     COMP
 AA2876  Y           -  -4,148,020.011 (meters)                     COMP
 AA2876  Z           -   4,667,389.078 (meters)                     COMP
 AA2876  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AA2876  ELLIP HEIGHT-         783.32  (meters)          (09/24/01) GPS OBS
 AA2876  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 AA2876
 AA2876  HORZ ORDER  -  B
 AA2876  ELLP ORDER  -  FOURTH    CLASS I
 AA2876
 AA2876.The horizontal coordinates were established by GPS observations
 AA2876.and adjusted by the National Geodetic Survey in November 1994..
 AA2876.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA2876.DATUM ITEM on the data sheet items page.
 AA2876
 AA2876.The orthometric height was determined by GPS observations and a
 AA2876.high-resolution geoid model.
 AA2876
 AA2876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2876
 AA2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2876
 AA2876.The ellipsoidal height was determined by GPS observations
 AA2876.and is referenced to NAD 83.
 AA2876
 AA2876.The geoid height was determined by GEOID03.
 AA2876
 AA2876;                    North         East     Units Scale Factor Converg.
 AA2876;SPC MT       -   346,115.569   809,722.532   MT  0.99940808   +2 01 52.7
 AA2876;SPC MT       - 1,135,549.77  2,656,569.99   iFT  0.99940808   +2 01 52.7
 AA2876;UTM  13      - 5,243,431.266   369,814.315   MT  0.99980829   -1 16 01.7
 AA2876
 AA2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2876!SPC MT       -   0.99987723  x   0.99940808  =   0.99928539
 AA2876!UTM  13      -   0.99987723  x   0.99980829  =   0.99968555
 AA2876
 AA2876                          SUPERSEDED SURVEY CONTROL
 AA2876
 AA2876  ELLIP H (05/11/01)  783.31   (m)                       GP(       ) 4 1
 AA2876  ELLIP H (11/28/94)  783.44   (m)                       GP(       ) 2 1
 AA2876
 AA2876.Superseded values are not recommended for survey control.
 AA2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2876.See file dsdata.txt to determine how the superseded data were derived.
 AA2876
 AA2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN6981443431(NAD 83)
 AA2876_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2876_SETTING: 66 = SET IN ROCK OUTCROP
 AA2876_STAMPING: BRYCE 1993
 AA2876_MARK LOGO: NGS   
 AA2876_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA2876+STABILITY: POSITION/ELEVATION WELL
 AA2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2876+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 AA2876
 AA2876  HISTORY     - Date     Condition        Report By
 AA2876  HISTORY     - 1993     MONUMENTED       NGS
 AA2876  HISTORY     - 19950406 GOOD             MTDOT
 AA2876
 AA2876                          STATION DESCRIPTION
 AA2876
 AA2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (CWW)
 AA2876'THE STATION IS LOCATED ABOUT 9 MI (14.48 KM) EAST OF JORDAN, 0.2 MI
 AA2876'(0.32 KM) WEST OF HIGHWAY MILEPOST 222 AND ALONG THE SOUTH RIGHT OF
 AA2876'WAY OF STATE HIGHWAY 200.
 AA2876' 
 AA2876'TO REACH FROM THE GARFIELD COUNTY COURTHOUSE, IN JORDAN, GO EAST ON
 AA2876'STATE HIGHWAY 200 FOR 9.2 MI (14.81 KM) TO THE STATION ON THE RIGHT,
 AA2876'0.2 MI (0.32 KM) WEST OF MILEPOST 222.
 AA2876' 
 AA2876'THE STATION IS 44.0 FT (13.41 M) SOUTH OF THE CENTER OF THE HIGHWAY,
 AA2876'14.6 FT (4.45 M) NORTH OF A FENCE, 15.1 FT (4.60 M) NORTH OF A STATE
 AA2876'WITNESS POST AND IS SET IN THE NORTH END OF AN OUTCROP OF BEDROCK.
 AA2876
 AA2876                          STATION RECOVERY (1995)
 AA2876
 AA2876'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 AA2876'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0533 ***********************************************************************
 RW0533  DESIGNATION -  BT MTN
 RW0533  PID         -  RW0533
 RW0533  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0533  USGS QUAD   -  BEARTOOTH MOUNTAIN (1962)
 RW0533
 RW0533                         *CURRENT SURVEY CONTROL
 RW0533  ___________________________________________________________________
 RW0533* NAD 83(1992)-  46 53 56.20698(N)    111 59 11.85240(W)     ADJUSTED  
 RW0533* NAVD 88     -      2074.     (meters)    6804.     (feet)  SCALED    
 RW0533  ___________________________________________________________________
 RW0533  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 RW0533  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 RW0533
 RW0533  HORZ ORDER  -  THIRD
 RW0533
 RW0533.The horizontal coordinates were established by classical geodetic methods
 RW0533.and adjusted by the National Geodetic Survey in July 1992..
 RW0533
 RW0533.The orthometric height was scaled from a topographic map.
 RW0533
 RW0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0533
 RW0533.The geoid height was determined by GEOID03.
 RW0533
 RW0533;                    North         East     Units Scale Factor Converg.
 RW0533;SPC MT       -   297,355.746   410,667.437   MT  0.99939460   -1 49 08.3
 RW0533;SPC MT       -   975,576.59  1,347,334.11   iFT  0.99939460   -1 49 08.3
 RW0533;UTM  12      - 5,194,406.943   424,850.149   MT  0.99966941   -0 43 13.5
 RW0533
 RW0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0533!SPC MT       -   0.99967703  x   0.99939460  =   0.99907183
 RW0533!UTM  12      -   0.99967703  x   0.99966941  =   0.99934655
 RW0533
 RW0533                          SUPERSEDED SURVEY CONTROL
 RW0533
 RW0533  NAD 83(1986)-  46 53 56.21123(N)    111 59 11.83226(W) AD(       ) 3
 RW0533
 RW0533.Superseded values are not recommended for survey control.
 RW0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0533.See file dsdata.txt to determine how the superseded data were derived.
 RW0533
 RW0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2485094407(NAD 83)
 RW0533_MARKER: DS = TRIANGULATION STATION DISK
 RW0533_SETTING: 66 = SET IN ROCK OUTCROP
 RW0533_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RW0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0533
 RW0533  HISTORY     - Date     Condition        Report By
 RW0533  HISTORY     - 1885     MONUMENTED       MORC
 RW0533
 RW0533                          STATION DESCRIPTION
 RW0533
 RW0533'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 RW0533'B.T. MOUNTAIN IS ON LEFT BANK, ON A HIGH MOUNTAIN 5 MI. N. OF N.
 RW0533'HILGERS RANCH, AND 1-1/2 MI. FROM RIVER.  STATION IS NOT LOCATED
 RW0533'ON HIGHEST PART, BUT 300 FT. SE.  STATION IS 100 FT. FROM ITS SE.
 RW0533'POINT.  ROCK INTO WHICH COPPER BOLT IS LEADED IS JUST FLUSH WITH
 RW0533'SURFACE.
 RW0533'
 RW0533'STATION MARK--A COPPER BOLT LEADED IN A ROCK SET FLUSH WITH THE
 RW0533'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0553 ***********************************************************************
 RW0553  DESIGNATION -  BT MTN 2
 RW0553  PID         -  RW0553
 RW0553  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0553  USGS QUAD   -  BEARTOOTH MOUNTAIN (1962)
 RW0553
 RW0553                         *CURRENT SURVEY CONTROL
 RW0553  ___________________________________________________________________
 RW0553* NAD 83(1992)-  46 53 57.62002(N)    111 59 15.00508(W)     ADJUSTED  
 RW0553* NAVD 88     -      2071.2    (meters)    6795.     (feet)  VERTCON   
 RW0553  ___________________________________________________________________
 RW0553  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 RW0553  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 RW0553
 RW0553  HORZ ORDER  -  THIRD
 RW0553
 RW0553.The horizontal coordinates were established by classical geodetic methods
 RW0553.and adjusted by the National Geodetic Survey in July 1992..
 RW0553
 RW0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0553
 RW0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0553
 RW0553.The geoid height was determined by GEOID03.
 RW0553
 RW0553;                    North         East     Units Scale Factor Converg.
 RW0553;SPC MT       -   297,401.450   410,602.165   MT  0.99939458   -1 49 10.6
 RW0553;SPC MT       -   975,726.54  1,347,119.96   iFT  0.99939458   -1 49 10.6
 RW0553;UTM  12      - 5,194,451.399   424,783.994   MT  0.99966953   -0 43 15.8
 RW0553
 RW0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0553!SPC MT       -   0.99967747  x   0.99939458  =   0.99907224
 RW0553!UTM  12      -   0.99967747  x   0.99966953  =   0.99934711
 RW0553
 RW0553                          SUPERSEDED SURVEY CONTROL
 RW0553
 RW0553  NAD 83(1986)-  46 53 57.62212(N)    111 59 14.99176(W) AD(       ) 3
 RW0553  NGVD 29 (06/12/92) 2070.2    (m)         6792.     (f) VERT ANG       
 RW0553
 RW0553.Superseded values are not recommended for survey control.
 RW0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0553.See file dsdata.txt to determine how the superseded data were derived.
 RW0553
 RW0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2478494451(NAD 83)
 RW0553_MARKER: DD = SURVEY DISK
 RW0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0553_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RW0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0553+STABILITY: SURFACE MOTION
 RW0553
 RW0553  HISTORY     - Date     Condition        Report By
 RW0553  HISTORY     - 1958     MONUMENTED       USGS
 RW0553
 RW0553                          STATION DESCRIPTION
 RW0553
 RW0553'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RW0553'STATION LOCATED ABOUT 8 MI. S. AND 4 MI. E. OF THE TOWN OF WOLF
 RW0553'CREEK AND ON THE HIGHEST POINT OF BEAR TOOTH MOUNTAIN.
 RW0553'
 RW0553'TO REACH FROM WOLF CREEK, PROCEED SW. ON HIGHWAY 91 FOR 16.9 MI. TO
 RW0553'Y-RD.  THENCE LEFT LEAVING HIGHWAY 2.6 MI. TO RANCH HOUSE.  GO THRU
 RW0553'RANCH YARD AND CONTINUE 1/2 MI. TO GATE AT TIMBER LINE AT FOOT OF
 RW0553'MOUNTAIN.  BY JEEP, PROCEED THRU GATE AND TURN RIGHT UP STEEP
 RW0553'TIMBERED SLOPE TO HIGHEST POINT OF MOUNTAIN AND STATION.
 RW0553'
 RW0553'STATION MARK--STANDARD USGS TABLET SET IN A CONCRETE POST POURED IN
 RW0553'PLACE, STAMPED---BT MTN. NO. 2-1958---.
 RW0553'
 RW0553'REFERENCE MARK NO. 1--A 3/4 IN. DRILL HOLE IN BEDROCK 72.38 FT. FROM
 RW0553'STATION MARK, N 58 DEG 27 MIN W.
 RW0553'
 RW0553'REFERENCE MARK NO. 2--A 1/2 IN. STEEL REINFORCING ROD PROJECTING 8 IN.
 RW0553'AND 38.91 FT. FROM STATION MARK, S 20 DEG 39 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4422 ***********************************************************************
 AJ4422  PACS        -  This is a Primary Airport Control Station.
 AJ4422  DESIGNATION -  BTM A
 AJ4422  PID         -  AJ4422
 AJ4422  STATE/COUNTY-  MT/SILVER BOW
 AJ4422  USGS QUAD   -  HOMESTAKE (1996)
 AJ4422
 AJ4422                         *CURRENT SURVEY CONTROL
 AJ4422  ___________________________________________________________________
 AJ4422* NAD 83(1999)-  45 57 13.54387(N)    112 29 56.44541(W)     ADJUSTED  
 AJ4422* NAVD 88     -      1685.67   (meters)    5530.4    (feet)  GPS OBS   
 AJ4422  ___________________________________________________________________
 AJ4422  X           -  -1,700,260.243 (meters)                     COMP
 AJ4422  Y           -  -4,104,991.424 (meters)                     COMP
 AJ4422  Z           -   4,562,878.695 (meters)                     COMP
 AJ4422  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 AJ4422  ELLIP HEIGHT-        1673.33  (meters)          (07/10/01) GPS OBS
 AJ4422  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 AJ4422
 AJ4422  HORZ ORDER  -  B
 AJ4422  ELLP ORDER  -  SECOND    CLASS I
 AJ4422
 AJ4422.This mark is at Bert Mooney Airport (BTM)
 AJ4422
 AJ4422.The horizontal coordinates were established by GPS observations
 AJ4422.and adjusted by the National Geodetic Survey in July 2001..
 AJ4422.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ4422.DATUM ITEM on the data sheet items page.
 AJ4422
 AJ4422.The orthometric height was determined by GPS observations and a
 AJ4422.high-resolution geoid model.
 AJ4422
 AJ4422.GPS derived orthometric heights for airport stations designated as
 AJ4422.PACS or SACS are published to 2 decimal places.  This maintains
 AJ4422.centimeter relative accuracy between the PACS and SACS.  It does
 AJ4422.not indicate centimeter accuracy relative to other marks which are
 AJ4422.part of the NAVD 88 network.
 AJ4422
 AJ4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4422
 AJ4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4422
 AJ4422.The ellipsoidal height was determined by GPS observations
 AJ4422.and is referenced to NAD 83.
 AJ4422
 AJ4422.The geoid height was determined by GEOID03.
 AJ4422
 AJ4422;                    North         East     Units Scale Factor Converg.
 AJ4422;SPC MT       -   193,789.666   367,651.851   MT  0.99956167   -2 11 37.6
 AJ4422;SPC MT       -   635,792.87  1,206,206.86   iFT  0.99956167   -2 11 37.6
 AJ4422;UTM  12      - 5,090,002.581   383,831.761   MT  0.99976590   -1 04 39.3
 AJ4422
 AJ4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4422!SPC MT       -   0.99973774  x   0.99956167  =   0.99929953
 AJ4422!UTM  12      -   0.99973774  x   0.99976590  =   0.99950370
 AJ4422
 AJ4422                          SUPERSEDED SURVEY CONTROL
 AJ4422
 AJ4422.No superseded survey control is available for this station.
 AJ4422
 AJ4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8383290003(NAD 83)
 AJ4422_MARKER: I = METAL ROD
 AJ4422_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ4422_STAMPING: BTM A 2001
 AJ4422_MARK LOGO: NGS   
 AJ4422_PROJECTION: RECESSED 5 CENTIMETERS
 AJ4422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4422+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 AJ4422_ROD/PIPE-DEPTH: 27.4 meters
 AJ4422_SLEEVE-DEPTH  : 0.90 meters
 AJ4422
 AJ4422  HISTORY     - Date     Condition        Report By
 AJ4422  HISTORY     - 20010502 MONUMENTED       NGS
 AJ4422  HISTORY     - 20010801 GOOD             NGS
 AJ4422
 AJ4422                          STATION DESCRIPTION
 AJ4422
 AJ4422'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ4422'THE STATION IS LOCATED ON THE SOUTH SIDE OF BUTTE, MT AT THE BERT
 AJ4422'MOONEY AIRPORT, NEAR MIDFIELD, IN THE SOUTHWEST QUADRANT OF THE
 AJ4422'JUNCTION OF THE PARALLEL TAXIS, ANDJUST EAST OF THE GENERAL
 AJ4422'AVIATION RAMP.  OWNERSHIP--BERT MOONEY AIRPORT AUTHORITY, 101
 AJ4422'AIRPORT ROAD, BUTTE, MT 59701.  AIRPORT MANAGER IS RICK GRIFFITH.
 AJ4422'PHONE 406-494-3771, FAX 406-494-2166.  CONTACT HIM FOR PERMISSION TO
 AJ4422'OCCUPY THIS STATION ANS FOR ACCESS THROUGH THE LOCKED GATES.
 AJ4422'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AJ4422'HIGHWAY 90 (EXIT 127) AND HARRISON AVENUE IN BUTTE, GO SOUTH ON
 AJ4422'HARRISON AVENUE FOR 2.0 MI TO THE AIRPORT ENTRANCE ROAD (AIRPORT
 AJ4422'ROAD) ON THE LEFT.  CONTINUE SOUTH ON HARRISON AVENUE FOR 0.1 MI
 AJ4422'TO A PAVED ROAD LEFT AT A SIGN FOR BUTTE AVIATION.  TURN LEFT, EAST,
 AJ4422'ON THE ROAD FOR 0.3 MI TO A LOCKED GATE ON THE LEFT.  PASS THROUGH
 AJ4422'THE GATE, TURN RIGHT, EAST, ACROSS THE APRON AND ON A SERVICE
 AJ4422'ROAD FOR 0.1 MI TO THE STATION ON THE LEFT.
 AJ4422'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN
 AJ4422'A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG IN A 12.7 CM PVC PIPE WITH A
 AJ4422'LOGO CAP SURROUNDED BY CONCRETE RECESSED 5 CM BELOW THE
 AJ4422'GROUND.  IT IS 120.2 M SOUTHEAST OF THE EDGE OF THE MAIN APRON, 45.5
 AJ4422'M WEST-SOUTHWEST OF THE CENTER OF THE PARALLEL TAXI FOR RUNWAY
 AJ4422'15-33 (TAXI C), 43.6 M SOUTHWEST OF THE CENTER OF THE PARALLEL TAXI
 AJ4422'FOR RUNWAY 11-29 (TAXI D), 25.1 M NORTH OF THE CENTER OF THE SERVICE
 AJ4422'ROAD, 1.3 M NORTH OF A FIBERGLASS WITNESS POST, AND 1.1 M SOUTH OF
 AJ4422'A FIBERGLASS WITNESS POST.
 AJ4422'
 AJ4422
 AJ4422                          STATION RECOVERY (2001)
 AJ4422
 AJ4422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 AJ4422'RECOVERED AS DESCRIBED
 AJ4422'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4436 ***********************************************************************
 AJ4436  SACS        -  This is a Secondary Airport Control Station.
 AJ4436  DESIGNATION -  BTM B
 AJ4436  PID         -  AJ4436
 AJ4436  STATE/COUNTY-  MT/SILVER BOW
 AJ4436  USGS QUAD   -  BUTTE SOUTH (1996)
 AJ4436
 AJ4436                         *CURRENT SURVEY CONTROL
 AJ4436  ___________________________________________________________________
 AJ4436* NAD 83(1999)-  45 57 57.41670(N)    112 30 10.50586(W)     ADJUSTED  
 AJ4436* NAVD 88     -      1678.01   (meters)    5505.3    (feet)  GPS OBS   
 AJ4436  ___________________________________________________________________
 AJ4436  X           -  -1,700,165.238 (meters)                     COMP
 AJ4436  Y           -  -4,103,970.735 (meters)                     COMP
 AJ4436  Z           -   4,563,815.067 (meters)                     COMP
 AJ4436  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 AJ4436  ELLIP HEIGHT-        1665.64  (meters)          (07/10/01) GPS OBS
 AJ4436  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 AJ4436
 AJ4436  HORZ ORDER  -  FIRST
 AJ4436  ELLP ORDER  -  THIRD     CLASS I
 AJ4436
 AJ4436.This mark is at Bert Mooney Airport (BTM)
 AJ4436
 AJ4436.The horizontal coordinates were established by GPS observations
 AJ4436.and adjusted by the National Geodetic Survey in July 2001..
 AJ4436.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ4436.DATUM ITEM on the data sheet items page.
 AJ4436
 AJ4436.The orthometric height was determined by GPS observations and a
 AJ4436.high-resolution geoid model.
 AJ4436
 AJ4436.GPS derived orthometric heights for airport stations designated as
 AJ4436.PACS or SACS are published to 2 decimal places.  This maintains
 AJ4436.centimeter relative accuracy between the PACS and SACS.  It does
 AJ4436.not indicate centimeter accuracy relative to other marks which are
 AJ4436.part of the NAVD 88 network.
 AJ4436
 AJ4436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4436
 AJ4436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4436
 AJ4436.The ellipsoidal height was determined by GPS observations
 AJ4436.and is referenced to NAD 83.
 AJ4436
 AJ4436.The geoid height was determined by GEOID03.
 AJ4436
 AJ4436;                    North         East     Units Scale Factor Converg.
 AJ4436;SPC MT       -   195,154.248   367,401.304   MT  0.99955782   -2 11 47.9
 AJ4436;SPC MT       -   640,269.84  1,205,384.86   iFT  0.99955782   -2 11 47.9
 AJ4436;UTM  12      - 5,091,362.305   383,554.624   MT  0.99976669   -1 04 50.2
 AJ4436
 AJ4436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4436!SPC MT       -   0.99973895  x   0.99955782  =   0.99929688
 AJ4436!UTM  12      -   0.99973895  x   0.99976669  =   0.99950570
 AJ4436
 AJ4436                          SUPERSEDED SURVEY CONTROL
 AJ4436
 AJ4436.No superseded survey control is available for this station.
 AJ4436
 AJ4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8355591362(NAD 83)
 AJ4436_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4436_STAMPING: BTM B 2001
 AJ4436_MARK LOGO: NGS   
 AJ4436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4436+STABILITY: SURFACE MOTION
 AJ4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4436+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 AJ4436
 AJ4436  HISTORY     - Date     Condition        Report By
 AJ4436  HISTORY     - 20010503 MONUMENTED       NGS
 AJ4436  HISTORY     - 20010801 GOOD             NGS
 AJ4436
 AJ4436                          STATION DESCRIPTION
 AJ4436
 AJ4436'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ4436'THE STATION IS LOCATED ON THE SOUTH SIDE OF BUTTE, MT AT THE BERT
 AJ4436'MOONEY AIRPORT, NEAR THE NORTHWEST END OF THE AIRFIELD, ALONG
 AJ4436'THE SOUTHWEST SIDE OF A TAXI,  ADJACENT TO A LARGE DRAIN WITH A
 AJ4436'LADDER, AND IN LINE WITH A SET OF TAXI LIGHTS.  OWNERSHIP--BERT
 AJ4436'MOONEY AIRPORT AUTHORITY, 101 AIRPORT ROAD, BUTTE, MT.  AIRPORT
 AJ4436'MANAGER IS RICK GRIFFITH.  PHONE 406-494-3771, FAX 406-494-2166.
 AJ4436'CONTACT HIM FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS
 AJ4436'THROUGH THE LOCKED GATES.
 AJ4436'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE 90
 AJ4436'(EXIT 127) AND HARRISON AVENUE IN BUTTE,  GO SOUTH ON HARRISON
 AJ4436'AVENUE FOR 2.0 MI TO THE AIRPORT ENTRANCE ROAD (AIRPORT ROAD) ON
 AJ4436'THE LEFT.  CONTINUE SOUTH ON HARRISON AVENUE FOR 0.1 MI TO A
 AJ4436'PAVEDD ROAD LEFT AT A SIGN FOR BUTTE AVIATION.  TURN LEFT, EAST, ON
 AJ4436'THE ROAD FOR 0.3 MI TO A GATE ON THE LEFT.  PASS THROUGH THE GATE,
 AJ4436'THEN TURN RIGHT, EAST, ACROSS THE APRON AND ON A SERVICE ROAD
 AJ4436'FOR 0.1 MI TO THE PARALLEL TAXI FOR RUNWAY 15-33.  TURN LEFT,
 AJ4436'NORTH-NORTHWEST, ALONG THE TAXI CROSSING RUNWAY 11-29 FOR 0.8 MI
 AJ4436'TO THE STATION ON THE LEFT.
 AJ4436'THE STATION IS SET IN THE TOP OF A 35 CM ROUND CONCRETE POST SET
 AJ4436'FLUSH WITH THE GROUND.  IT IS 89.7 M SOUTH OF THE CENTER OF A SIGN
 AJ4436'FOR THE RUNWAY AND TAXI, 42.6 M NORTHWEST OF THE SOUTHWEST END
 AJ4436'OF THE HEADWALL FOR A LARGE DRAIN, 32.4 M SOUTHWEST OF THE TAXI
 AJ4436'CENTER, 17.9 M SOUTHWEST OF A TAXI LIGHT, 14.4 M SOUTHWEST OF THE
 AJ4436'CENTER OF A SERVICE ROAD, 11.0 M NORTHEAST OF THE TOP OF A
 AJ4436'CUTBANK, AND 1.0 M NORTHEAST OF A FIBERGLASS WITNESS POST.
 AJ4436'
 AJ4436
 AJ4436                          STATION RECOVERY (2001)
 AJ4436
 AJ4436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 AJ4436'RECOVERED AS DESCRIBED
 AJ4436'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0615 ***********************************************************************
 SQ0615  DESIGNATION -  BUCK
 SQ0615  PID         -  SQ0615
 SQ0615  STATE/COUNTY-  MT/GARFIELD
 SQ0615  USGS QUAD   -  JORDAN NE (1964)
 SQ0615
 SQ0615                         *CURRENT SURVEY CONTROL
 SQ0615  ___________________________________________________________________
 SQ0615* NAD 83(1992)-  47 29 52.21017(N)    106 52 15.90244(W)     ADJUSTED  
 SQ0615* NAVD 88     -       887.7    (meters)    2912.     (feet)  VERTCON   
 SQ0615  ___________________________________________________________________
 SQ0615  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 SQ0615  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 SQ0615
 SQ0615  HORZ ORDER  -  THIRD
 SQ0615
 SQ0615.The horizontal coordinates were established by classical geodetic methods
 SQ0615.and adjusted by the National Geodetic Survey in July 1992..
 SQ0615
 SQ0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0615
 SQ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0615
 SQ0615.The geoid height was determined by GEOID03.
 SQ0615
 SQ0615;                    North         East     Units Scale Factor Converg.
 SQ0615;SPC MT       -   364,213.666   797,929.671   MT  0.99942847   +1 55 23.0
 SQ0615;SPC MT       - 1,194,926.73  2,617,879.50   iFT  0.99942847   +1 55 23.0
 SQ0615;UTM  13      - 5,262,185.962   359,078.606   MT  0.99984405   -1 22 46.9
 SQ0615
 SQ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0615!SPC MT       -   0.99986332  x   0.99942847  =   0.99929187
 SQ0615!UTM  13      -   0.99986332  x   0.99984405  =   0.99970740
 SQ0615
 SQ0615                          SUPERSEDED SURVEY CONTROL
 SQ0615
 SQ0615  NAD 83(1986)-  47 29 52.20046(N)    106 52 15.88264(W) AD(       ) 3
 SQ0615  NGVD 29 (06/10/92)  887.0    (m)         2910.     (f) VERT ANG       
 SQ0615
 SQ0615.Superseded values are not recommended for survey control.
 SQ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0615.See file dsdata.txt to determine how the superseded data were derived.
 SQ0615
 SQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN5907962186(NAD 83)
 SQ0615_MARKER: DS = TRIANGULATION STATION DISK
 SQ0615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0615
 SQ0615  HISTORY     - Date     Condition        Report By
 SQ0615  HISTORY     - 1957     MONUMENTED       USGS
 SQ0615
 SQ0615                          STATION DESCRIPTION
 SQ0615
 SQ0615'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SQ0615'STATION LOCATED APPROXIMATELY 12-1/2 MI. N. OF AND 2 MI. E. OF JORDAN,
 SQ0615'APPROXIMATELY 3-1/2 MI. S. OF THE MOST SOUTHERLY POINT OF THE E. FORK
 SQ0615'OF HELL CREEK, 432 FT. E-SE. OF THE SE. CORNER OF SEC. 9, T 20 N,
 SQ0615'R 38 E, ON THE HIGHEST POINT OF A N. FINGER OF RIDGE OF MAIN RIM.
 SQ0615'
 SQ0615'TO REACH STATION FROM JORDAN POST OFFICE, GO N. ALONG STATE HIGHWAY 18
 SQ0615'0.3 MI. TO Y-RD., TAKE LEFT FORK (STRAIGHT AHEAD) 0.1 MI. TO
 SQ0615'CROSSROAD, CONTINUE STRAIGHT AHEAD ALONG MAIN GRADED RD. NORTHERLY 6.3
 SQ0615'MI. TO CROSSROAD AND SIGN --HELL CREEK-- POINTING W., TURN LEFT 1.3
 SQ0615'MI. TO RIGHT ANGLE BEND IN RD. TO N., PROCEED N. ON MAIN GRADED RD.
 SQ0615'3.1 MI. TO CROSSROAD AND SIGN --HELL CREEK-- POINTING N., TURN RIGHT
 SQ0615'AND PROCEED E. ALONG TRACK RD. 1.0 MI. TO T-RD. W., TURN LEFT (N.)
 SQ0615'1.0 MI. TO BEND E., THENCE E. 0.3 MI. TO BEND N. AND GATE, TURN LEFT
 SQ0615'(N.), PASS THRU GATE AND GO 0.7 MI. TO T-RD. E., THENCE RIGHT (E.)
 SQ0615'PASSING THRU GATE AT 0.4 MI. AND CONTINUE 0.7 MI. TO SECOND GATE, PASS
 SQ0615'THRU GATE AND TURN LEFT (N.) 0.3 MI. TO JUNCTION W. RD. TO FARM HOUSE,
 SQ0615'TURN RIGHT (E.) PROCEEDING 1.0 MI. TO GATE, PASS THRU GATE AND FOLLOW
 SQ0615'N. ALONG FENCE LINE 1.0 MI. TO CORNER, TURN RIGHT AND GO 0.1 MI. TO
 SQ0615'TOP OF HILL AND STATION.
 SQ0615'
 SQ0615'STATION MARK--STANDARD BRONZE TABLET WELDED ON 2-1/2 IN. IRON PIPE
 SQ0615'PROJECTING 0.3 FT., STAMPED---BUCK 1957---.
 SQ0615'
 SQ0615'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN THE TOP OF A CEDAR
 SQ0615'POST PROJECTING 0.3 FT., 33.82 FT. S 78 DEGREES 16
 SQ0615'MINUTES E. FROM STATION.
 SQ0615'
 SQ0615'REFERENCE MARK NO. 2--A 1/2 IN. STEEL ROD PROJECTING 1.1 FT., 42.30
 SQ0615'FT. FROM STATION 14 DEGREES 20 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0769 ***********************************************************************
 TM0769  DESIGNATION -  BUCKLEY
 TM0769  PID         -  TM0769
 TM0769  STATE/COUNTY-  MT/TOOLE
 TM0769  USGS QUAD   -  HILLSIDE COLONY (1968)
 TM0769
 TM0769                         *CURRENT SURVEY CONTROL
 TM0769  ___________________________________________________________________
 TM0769* NAD 83(1992)-  48 55 53.46456(N)    112 04 09.88115(W)     ADJUSTED  
 TM0769* NAVD 88     -      1212.4    (meters)    3978.     (feet)  VERTCON   
 TM0769  ___________________________________________________________________
 TM0769  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 TM0769  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 TM0769
 TM0769  HORZ ORDER  -  THIRD
 TM0769
 TM0769.The horizontal coordinates were established by classical geodetic methods
 TM0769.and adjusted by the National Geodetic Survey in July 1992..
 TM0769
 TM0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0769
 TM0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0769
 TM0769.The geoid height was determined by GEOID03.
 TM0769
 TM0769;                    North         East     Units Scale Factor Converg.
 TM0769;SPC MT       -   523,339.429   411,775.495   MT  0.99995859   -1 52 46.3
 TM0769;SPC MT       - 1,716,992.88  1,350,969.47   iFT  0.99995859   -1 52 46.3
 TM0769;UTM  12      - 5,420,394.125   421,673.983   MT  0.99967537   -0 48 22.7
 TM0769
 TM0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0769!SPC MT       -   0.99981237  x   0.99995859  =   0.99977097
 TM0769!UTM  12      -   0.99981237  x   0.99967537  =   0.99948780
 TM0769
 TM0769:                Primary Azimuth Mark                     Grid Az
 TM0769:SPC MT       -  BUCKLEY AZ MK                            054 00 04.4
 TM0769:UTM  12      -  BUCKLEY AZ MK                            052 55 40.8
 TM0769
 TM0769|---------------------------------------------------------------------|
 TM0769| PID    Reference Object                     Distance      Geod. Az  |
 TM0769|                                                           dddmmss.s |
 TM0769| CN4047 BUCKLEY AZ MK                                      0520718.1 |
 TM0769| CN4048 BUCKLEY RM 1                          7.517 METERS 16107     |
 TM0769| CN4049 BUCKLEY RM 2                         10.892 METERS 26707     |
 TM0769|---------------------------------------------------------------------|
 TM0769
 TM0769                          SUPERSEDED SURVEY CONTROL
 TM0769
 TM0769  NAD 83(1986)-  48 55 53.46969(N)    112 04 09.87783(W) AD(       ) 3
 TM0769  NAD 27      -  48 55 53.48784(N)    112 04 06.69291(W) AD(       ) 3
 TM0769  NGVD 29 (07/19/86) 1211.4    (m)         3974.     (f) VERT ANG       
 TM0769
 TM0769.Superseded values are not recommended for survey control.
 TM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0769.See file dsdata.txt to determine how the superseded data were derived.
 TM0769
 TM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV2167420394(NAD 83)
 TM0769_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0769
 TM0769  HISTORY     - Date     Condition        Report By
 TM0769  HISTORY     - 1964     MONUMENTED       CGS
 TM0769
 TM0769                          STATION DESCRIPTION
 TM0769
 TM0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0769'THE STATION IS ABOUT 8-1/2 MILES NORTHWEST OF SUNBURST, 7 MILES
 TM0769'SOUTHWEST OF SWEETGRASS, 4-1/2 MILES SOUTH OF THE INTERNATIONAL
 TM0769'BOUNDARY FENCE LINE, ON THE HIGHEST POINT OF A LOW GRASSY
 TM0769'KNOLL WHICH IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 TM0769'
 TM0769'TO REACH THE STATION FROM THE POST OFFICE IN SUNBURST, GO
 TM0769'WEST ON PAVED ROAD FOR 0.4 MILE TO THE END OF THE PAVEMENT.
 TM0769'CONTINUE AHEAD, WESTERLY, ON GRAVELED ROAD FOR 6.1 MILES TO
 TM0769'WHERE THE ROAD CURVES TO THE LEFT AND A GRAVELED SIDE ROAD ON
 TM0769'THE RIGHT.  TURN RIGHT, NORTH, FOR 1.3 MILES TO A GRAVELED
 TM0769'SIDE ROAD ON THE LEFT, TURN LEFT AND GO WEST FOR 1.0 MILE TO
 TM0769'WHERE THE ROAD CURVES TO THE RIGHT AND A WIRE GATE ON THE LEFT
 TM0769'AND THE AZIMUTH MARK.  PASS THROUGH THE GATE AND GO SOUTHWEST
 TM0769'ON TRACK ROAD FOR 0.45 MILE TO THE HIGHEST POINT OF THE KNOLL
 TM0769'AND THE STATION.
 TM0769'
 TM0769'THE STATION MARK IS A STANDARD DISK, STAMPED BUCKLEY 1964,
 TM0769'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.  IT IS
 TM0769'17 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD.  THE
 TM0769'MARK PROJECTS 2 INCHES.
 TM0769'
 TM0769'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCKLEY NO 1 1964,
 TM0769'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TM0769'3 INCHES.  IT IS 7 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 TM0769'ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0769'
 TM0769'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCKLEY NO 2 1964,
 TM0769'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 TM0769'PROJECTING 3 INCHES.  IT IS 25 FEET NORTH OF THE CENTERLINE
 TM0769'OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 TM0769'
 TM0769'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUCKLEY 1964, SET IN
 TM0769'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TM0769'6 INCHES.  IT IS 40.8 FEET EAST-SOUTHEAST OF A FENCE CORNER
 TM0769'POST, 8 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 1.7 FEET
 TM0769'NORTH OF A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 TM0769'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0588 ***********************************************************************
 QY0588  DESIGNATION -  BUFFALO
 QY0588  PID         -  QY0588
 QY0588  STATE/COUNTY-  MT/BEAVERHEAD
 QY0588  USGS QUAD   -  BRAYS CANYON (1988)
 QY0588
 QY0588                         *CURRENT SURVEY CONTROL
 QY0588  ___________________________________________________________________
 QY0588* NAD 83(1992)-  45 08 53.86122(N)    113 14 51.24547(W)     ADJUSTED  
 QY0588* NAVD 88     -      2733.4    (meters)    8968.     (feet)  VERTCON   
 QY0588  ___________________________________________________________________
 QY0588  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 QY0588  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 QY0588
 QY0588  HORZ ORDER  -  THIRD
 QY0588
 QY0588.The horizontal coordinates were established by classical geodetic methods
 QY0588.and adjusted by the National Geodetic Survey in July 1992..
 QY0588
 QY0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0588
 QY0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0588
 QY0588.The geoid height was determined by GEOID03.
 QY0588
 QY0588;                    North         East     Units Scale Factor Converg.
 QY0588;SPC MT       -   106,892.766   305,417.021   MT  0.99991423   -2 44 28.9
 QY0588;SPC MT       -   350,698.05  1,002,024.35   iFT  0.99991423   -2 44 28.9
 QY0588;UTM  12      - 5,001,881.697   323,314.961   MT  0.99998386   -1 35 37.6
 QY0588
 QY0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0588!SPC MT       -   0.99957347  x   0.99991423  =   0.99948774
 QY0588!UTM  12      -   0.99957347  x   0.99998386  =   0.99955734
 QY0588
 QY0588:                Primary Azimuth Mark                     Grid Az
 QY0588:SPC MT       -  TAYLOR                                   115 57 07.3
 QY0588:UTM  12      -  TAYLOR                                   114 48 16.0
 QY0588
 QY0588|---------------------------------------------------------------------|
 QY0588| PID    Reference Object                     Distance      Geod. Az  |
 QY0588|                                                           dddmmss.s |
 QY0588| QY0586 TAYLOR                              APPROX. 8.8 KM 1131238.4 |
 QY0588|---------------------------------------------------------------------|
 QY0588
 QY0588                          SUPERSEDED SURVEY CONTROL
 QY0588
 QY0588  NAD 83(1986)-  45 08 53.86017(N)    113 14 51.24625(W) AD(       ) 3
 QY0588  NAD 27      -  45 08 54.13456(N)    113 14 48.06561(W) AD(       ) 3
 QY0588  NGVD 29 (07/19/86) 2731.9    (m)         8963.     (f) VERT ANG       
 QY0588
 QY0588.Superseded values are not recommended for survey control.
 QY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0588.See file dsdata.txt to determine how the superseded data were derived.
 QY0588
 QY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR2331501882(NAD 83)
 QY0588_MARKER: DD = SURVEY DISK
 QY0588_SETTING: 66 = SET IN ROCK OUTCROP
 QY0588_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QY0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0588+STABILITY: POSITION/ELEVATION WELL
 QY0588
 QY0588  HISTORY     - Date     Condition        Report By
 QY0588  HISTORY     - 1958     MONUMENTED       USGS
 QY0588
 QY0588                          STATION DESCRIPTION
 QY0588
 QY0588'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QY0588'ABOUT 1.0 MI. S. AND 12.5 MI. W. OF BANNACK, MONTANA, ON A TOP THAT
 QY0588'IS BARE ON THE W. SIDE WITH TIMBER E. AND S., ON THE RIDGE BETWEEN
 QY0588'RESERVOIR CREEK AND BROWNS CANYON, 88 FT. SE. OF AND 3.5 FT. BELOW
 QY0588'THE HIGHEST POINT OF TOP, IN SEC. 7, T 8 S, R 13 W.
 QY0588'
 QY0588'TO REACH FROM OLD JAIL SITE AT BANNACK, MONTANA, GO W. ON MAIN RD.
 QY0588'1.0 MI. TO Y-RD. JUNCTION, TURN LEFT (S.) 1.3 MI. TO Y-RD., TURN RIGHT
 QY0588'(W.) 4.9 MI. TO T-RD., CONTINUE STRAIGHT (W.) 1.9 MI. TO T-RD.,
 QY0588'CONTINUE STRAIGHT 0.5 MI. TO Y-RD., TURN LEFT 1.6 MI. (UP N. SIDE OF
 QY0588'RESERVOIR CREEK) CROSSING CREEK AT OLD CABIN SITE, CONTINUE E. AND S.
 QY0588'0.4 MI. TO GATE ON E-W. FENCE, CONTINUE S. 1.5 MI. TO GATE, CONTINUE
 QY0588'ON RD. THRU GATE 0.5 MI. AND TURN W. LEAVING RD. FOR 0.8 MI. TO USFS
 QY0588'BOUNDARY FENCE AND GATE, CONTINUE THRU GATE ON DIM RD. W. 2.3 MI. TO
 QY0588'END OF TRUCK TRAVEL, PACK UP TIMBERED RIDGE TO TOP AND STATION ABOUT
 QY0588'A 1 HOUR PACK.
 QY0588'
 QY0588'STATION MARK--STANDARD TABLET CEMENTED IN A ROCK DRILL HOLE AND
 QY0588'STAMPED ---BUFFALO 1958 8963---.
 QY0588'
 QY0588'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0684 ***********************************************************************
 QX0684  DESIGNATION -  BUFFALO
 QX0684  PID         -  QX0684
 QX0684  STATE/COUNTY-  MT/YELLOWSTONE NAT PARK
 QX0684  USGS QUAD   -  ROUNDHEAD BUTTE (1987)
 QX0684
 QX0684                         *CURRENT SURVEY CONTROL
 QX0684  ___________________________________________________________________
 QX0684* NAD 83(1993)-  45 00 25.73045(N)    110 14 47.61969(W)     ADJUSTED  
 QX0684* NAVD 88     -      2806.7    (meters)    9208.     (feet)  VERTCON   
 QX0684  ___________________________________________________________________
 QX0684  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 QX0684  GEOID HEIGHT-          -7.96  (meters)                     GEOID03
 QX0684
 QX0684  HORZ ORDER  -  THIRD
 QX0684
 QX0684.The horizontal coordinates were established by classical geodetic methods
 QX0684.and adjusted by the National Geodetic Survey in January 1997..
 QX0684
 QX0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0684
 QX0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0684
 QX0684.The geoid height was determined by GEOID03.
 QX0684
 QX0684;                    North         East     Units Scale Factor Converg.
 QX0684;SPC MT       -    84,439.169   541,144.488   MT  0.99999572   -0 32 46.0
 QX0684;SPC MT       -   277,031.39  1,775,408.43   iFT  0.99999572   -0 32 46.0
 QX0684;UTM  12      - 4,984,020.471   559,375.135   MT  0.99964335   +0 31 58.2
 QX0684
 QX0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0684!SPC MT       -   0.99956138  x   0.99999572  =   0.99955711
 QX0684!UTM  12      -   0.99956138  x   0.99964335  =   0.99920489
 QX0684
 QX0684:                Primary Azimuth Mark                     Grid Az
 QX0684:SPC MT       -  HORNADAY                                 131 29 46.1
 QX0684:UTM  12      -  HORNADAY                                 130 25 01.9
 QX0684
 QX0684|---------------------------------------------------------------------|
 QX0684| PID    Reference Object                     Distance      Geod. Az  |
 QX0684|                                                           dddmmss.s |
 QX0684| PY1208 HORNADAY                            APPROX.10.6 KM 1305700.1 |
 QX0684|---------------------------------------------------------------------|
 QX0684
 QX0684                          SUPERSEDED SURVEY CONTROL
 QX0684
 QX0684  NAD 83(1992)-  45 00 25.73119(N)    110 14 47.62000(W) AD(       ) 3
 QX0684  NAD 83(1986)-  45 00 25.72362(N)    110 14 47.60353(W) AD(       ) 3
 QX0684  NAD 27      -  45 00 25.94826(N)    110 14 44.88063(W) AD(       ) 3
 QX0684  NGVD 29 (07/19/86) 2805.4    (m)         9204.     (f) VERT ANG       
 QX0684
 QX0684.Superseded values are not recommended for survey control.
 QX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0684.See file dsdata.txt to determine how the superseded data were derived.
 QX0684
 QX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5937584020(NAD 83)
 QX0684_MARKER: DD = SURVEY DISK
 QX0684_SETTING: 80 = SET IN A BOULDER
 QX0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0684+STABILITY: SURFACE MOTION
 QX0684
 QX0684  HISTORY     - Date     Condition        Report By
 QX0684  HISTORY     - 1958     MONUMENTED       USGS
 QX0684
 QX0684                          STATION DESCRIPTION
 QX0684
 QX0684'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QX0684'STATION IS LOCATED ABOUT 10.0 MI. NE. OF TOWER JUNCTION AND 7.5 MI. N.
 QX0684'OF THE LAMAR RANGER STATION, ON TOP OF THE S. END OF A RIDGE BETWEEN
 QX0684'BUFFALO CREEK AND SLOUTH CREEK, 20 FT. W. OF THE E. EDGE OF A RIM.
 QX0684'STATION REACHED VIA HELICOPTER.
 QX0684'
 QX0684'STATION MARK--STANDARD TABLET, SET IN ROCK BOULDER PROJECTING 0.8
 QX0684'FT., AND STAMPED ---BUFFALO - 1958---.
 QX0684'
 QX0684'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0330 ***********************************************************************
 QU0330  DESIGNATION -  BUFFALO
 QU0330  PID         -  QU0330
 QU0330  STATE/COUNTY-  MT/POWDER RIVER
 QU0330  USGS QUAD   -  MOORHEAD (1970)
 QU0330
 QU0330                         *CURRENT SURVEY CONTROL
 QU0330  ___________________________________________________________________
 QU0330* NAD 83(1993)-  45 05 04.43391(N)    105 46 15.48087(W)     ADJUSTED  
 QU0330* NAVD 88     -      1262.7    (meters)    4143.     (feet)  VERTCON   
 QU0330  ___________________________________________________________________
 QU0330  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 QU0330  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 QU0330
 QU0330  HORZ ORDER  -  FIRST
 QU0330
 QU0330.The horizontal coordinates were established by classical geodetic methods
 QU0330.and adjusted by the National Geodetic Survey in January 1997..
 QU0330
 QU0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0330
 QU0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0330
 QU0330.The geoid height was determined by GEOID03.
 QU0330
 QU0330;                    North         East     Units Scale Factor Converg.
 QU0330;SPC MT       -    99,749.181   893,464.149   MT  0.99995030   +2 43 40.1
 QU0330;SPC MT       -   327,261.09  2,931,312.82   iFT  0.99995030   +2 43 40.1
 QU0330;SPC WY E     -   509,439.387   152,425.953   MT  0.99996532   -0 25 40.6
 QU0330;UTM  13      - 4,992,633.653   439,325.466   MT  0.99964527   -0 32 45.5
 QU0330
 QU0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0330!SPC MT       -   0.99980441  x   0.99995030  =   0.99975472
 QU0330!SPC WY E     -   0.99980441  x   0.99996532  =   0.99976974
 QU0330!UTM  13      -   0.99980441  x   0.99964527  =   0.99944975
 QU0330
 QU0330|---------------------------------------------------------------------|
 QU0330| PID    Reference Object                     Distance      Geod. Az  |
 QU0330|                                                           dddmmss.s |
 QU0330| CQ7184 BUFFALO RM 1                          8.404 METERS 06918     |
 QU0330| CQ7183 BUFFALO AZ MK                                      2870514.3 |
 QU0330| CQ7185 BUFFALO RM 2                          7.866 METERS 32630     |
 QU0330|---------------------------------------------------------------------|
 QU0330
 QU0330                          SUPERSEDED SURVEY CONTROL
 QU0330
 QU0330  NAD 83(1992)-  45 05 04.41811(N)    105 46 15.46094(W) AD(       ) 1
 QU0330  NAD 83(1986)-  45 05 04.40961(N)    105 46 15.46089(W) AD(       ) 1
 QU0330  NAD 27      -  45 05 04.46100(N)    105 46 13.42800(W) AD(       ) 1
 QU0330  NGVD 29 (07/19/86) 1262.0    (m)         4140.     (f) VERT ANG       
 QU0330
 QU0330.Superseded values are not recommended for survey control.
 QU0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0330.See file dsdata.txt to determine how the superseded data were derived.
 QU0330
 QU0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK3932592634(NAD 83)
 QU0330_MARKER: DS = TRIANGULATION STATION DISK
 QU0330_SETTING: 0 = UNSPECIFIED SETTING
 QU0330
 QU0330  HISTORY     - Date     Condition        Report By
 QU0330  HISTORY     - 1949     MONUMENTED       CGS
 QU0330
 QU0330                          STATION DESCRIPTION
 QU0330
 QU0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0330'STATION IS LOCATED ON LAND OWNED BY JOE SNODDY, ABOUT 6 MILES
 QU0330'NORTH OF THE MONTANA-WYOMING STATE LINE, ABOUT 5 MILES
 QU0330'EAST-NORTHEAST OF MOORHEAD POST OFFICE, AND ON THE HIGHEST
 QU0330'TIMBERED RIDGE IN THE IMMEDIATE VICINITY.
 QU0330'
 QU0330'TO REACH FROM THE MOORHEAD POST OFFICE, GO SOUTH FOR 2.4 MILES
 QU0330'TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.8 MILE TO A FORK.
 QU0330'BEAR RIGHT AND GO 1.5 MILES TO A FORK.  BEAR RIGHT AND GO 5.0
 QU0330'MILES TO A TRACK ROAD RIGHT JUST BEFORE REACHING AIRPLANE HANGER.
 QU0330'TURN RIGHT ON DIM TRACK ROAD AND GO 2.55 MILES.  TURN LEFT
 QU0330'ON VERY DIM TRACKS AND GO NORTH FOR 0.55 MILE TO END OF TRUCK
 QU0330'TRAVEL.  PACK LEFT AROUND THE NORTHWEST SIDE OF RIDGE FOR ABOUT
 QU0330'0.2 MILE TO A COW TRAIL.  FOLLOW COW TRAIL EAST-SOUTHEAST UP
 QU0330'DRAW, KEEPING ON RIGHT SIDE, FOR ABOUT 1.5 MILES TO A FORK
 QU0330'IN THE DRAW.  BEAR RIGHT AND CONTINUE UP DRAW FOR ABOUT 0.2
 QU0330'MILE TO AZIMUTH MARK ON SIDE OF HILL AT RIGHT.  CONTINUE UP
 QU0330'DRAW FOR ABOUT 0.4 MILE TO THE HIGHEST, TIMBERED RIDGE.
 QU0330'PACK LEFT TO TOP OF RIDGE AND STATION.  (A 1-HOUR AND
 QU0330'45-MINUTE PACK.)
 QU0330'
 QU0330'STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 QU0330'IRON PIPE PROJECTING 7 INCHES.  THE DISK IS STAMPED BUFFALO 1949.
 QU0330'
 QU0330'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ON THE TOP OF
 QU0330'A 2-INCH IRON PIPE PROJECTING 8 INCHES.  THE DISK IS STAMPED
 QU0330'BUFFALO NO 1 1949.
 QU0330'
 QU0330'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED ON THE TOP OF A
 QU0330'2-INCH IRON PIPE PROJECTING 8 INCHES.  THE DISK IS STAMPED
 QU0330'BUFFALO NO 2 1949.
 QU0330'
 QU0330'AZIMUTH MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 QU0330'IRON PIPE PROJECTING 7 INCHES.  IT IS ON THE SIDE OF A HILL,
 QU0330'200 YARDS SOUTHWEST OF A TRAIL, AND IS STAMPED BUFFALO 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1189 ***********************************************************************
 SR1189  DESIGNATION -  BUFFALO
 SR1189  PID         -  SR1189
 SR1189  STATE/COUNTY-  MT/PHILLIPS
 SR1189  USGS QUAD   -  BELL RIDGE WEST (1954)
 SR1189
 SR1189                         *CURRENT SURVEY CONTROL
 SR1189  ___________________________________________________________________
 SR1189* NAD 83(1992)-  47 38 59.30888(N)    108 40 45.45311(W)     ADJUSTED  
 SR1189* NAVD 88     -       881.9    (meters)    2893.     (feet)  VERTCON   
 SR1189  ___________________________________________________________________
 SR1189  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 SR1189  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 SR1189
 SR1189  HORZ ORDER  -  THIRD
 SR1189
 SR1189.The horizontal coordinates were established by classical geodetic methods
 SR1189.and adjusted by the National Geodetic Survey in July 1992..
 SR1189
 SR1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1189
 SR1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1189
 SR1189.The geoid height was determined by GEOID03.
 SR1189
 SR1189;                    North         East     Units Scale Factor Converg.
 SR1189;SPC MT       -   378,101.667   661,624.155   MT  0.99945449   +0 36 01.3
 SR1189;SPC MT       - 1,240,491.03  2,170,682.92   iFT  0.99945449   +0 36 01.3
 SR1189;UTM  12      - 5,279,988.151   674,278.304   MT  0.99997325   +1 42 55.9
 SR1189
 SR1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1189!SPC MT       -   0.99986413  x   0.99945449  =   0.99931869
 SR1189!UTM  12      -   0.99986413  x   0.99997325  =   0.99983738
 SR1189
 SR1189                          SUPERSEDED SURVEY CONTROL
 SR1189
 SR1189  NAD 83(1986)-  47 38 59.30431(N)    108 40 45.43724(W) AD(       ) 3
 SR1189  NGVD 29 (06/01/92)  881.2    (m)         2891.     (f) VERT ANG       
 SR1189
 SR1189.Superseded values are not recommended for survey control.
 SR1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1189.See file dsdata.txt to determine how the superseded data were derived.
 SR1189
 SR1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT7427879988(NAD 83)
 SR1189_MARKER: DS = TRIANGULATION STATION DISK
 SR1189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1189
 SR1189  HISTORY     - Date     Condition        Report By
 SR1189  HISTORY     - 1889     MONUMENTED       MORC
 SR1189  HISTORY     - 1953     GOOD             USGS
 SR1189
 SR1189                          STATION DESCRIPTION
 SR1189
 SR1189'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SR1189'FOLLOWING ROUTE DESCRIPTION BY MORC
 SR1189'
 SR1189'BUFFALO IS ON THE LEFT BANK, ON A KNOB ABOUT 1 MI. FROM THE RIVER AT
 SR1189'A POINT 1 MI. ABOVE ARMEL CREEK, ON THE HIGHEST GROUND IN THE
 SR1189'VICINITY.
 SR1189'
 SR1189'STATION OCCUPIED BY USGS FOR PHOTO IDENTIFICATION ONLY.
 SR1189'
 SR1189'STATION MARK--A STANDARD MORC IRON CAP BOLTED ON TOP OF A 5 IN. IRON
 SR1189'PIPE, PROJECTING 1 FT. ABOVE THE GROUND.
 SR1189'
 SR1189'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0459 ***********************************************************************
 SQ0459  DESIGNATION -  BUG
 SQ0459  PID         -  SQ0459
 SQ0459  STATE/COUNTY-  MT/MCCONE
 SQ0459  USGS QUAD   -  BUG CREEK (1973)
 SQ0459
 SQ0459                         *CURRENT SURVEY CONTROL
 SQ0459  ___________________________________________________________________
 SQ0459* NAD 83(1992)-  47 40 57.84607(N)    106 12 26.44579(W)     ADJUSTED  
 SQ0459* NAVD 88     -       745.24   (+/-2cm)    2445.0    (feet)  VERTCON   
 SQ0459  ___________________________________________________________________
 SQ0459  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 SQ0459  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 SQ0459
 SQ0459  HORZ ORDER  -  THIRD
 SQ0459  VERT ORDER  -  THIRD ? (See Below)
 SQ0459
 SQ0459.The horizontal coordinates were established by classical geodetic methods
 SQ0459.and adjusted by the National Geodetic Survey in July 1992..
 SQ0459
 SQ0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0459.The vertical order pertains to the NGVD 29 superseded value.
 SQ0459
 SQ0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0459
 SQ0459.The geoid height was determined by GEOID03.
 SQ0459
 SQ0459;                    North         East     Units Scale Factor Converg.
 SQ0459;SPC MT       -   386,630.470   847,012.217   MT  0.99946107   +2 24 30.9
 SQ0459;SPC MT       - 1,268,472.67  2,778,911.47   iFT  0.99946107   +2 24 30.9
 SQ0459;UTM  13      - 5,281,744.503   409,387.224   MT  0.99970090   -0 53 34.1
 SQ0459
 SQ0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0459!SPC MT       -   0.99988578  x   0.99946107  =   0.99934691
 SQ0459!UTM  13      -   0.99988578  x   0.99970090  =   0.99958672
 SQ0459
 SQ0459:                Primary Azimuth Mark                     Grid Az
 SQ0459:SPC MT       -  ASH                                      240 19 08.7
 SQ0459:UTM  13      -  ASH                                      243 37 13.7
 SQ0459
 SQ0459|---------------------------------------------------------------------|
 SQ0459| PID    Reference Object                     Distance      Geod. Az  |
 SQ0459|                                                           dddmmss.s |
 SQ0459| SQ0460 ASH                                 APPROX. 6.5 KM 2424339.6 |
 SQ0459|---------------------------------------------------------------------|
 SQ0459
 SQ0459                          SUPERSEDED SURVEY CONTROL
 SQ0459
 SQ0459  NAD 83(1986)-  47 40 57.84380(N)    106 12 26.42694(W) AD(       ) 3
 SQ0459  NAD 27      -  47 40 57.80500(N)    106 12 24.33700(W) AD(       ) 3
 SQ0459  NGVD 29 (07/19/86)  744.63   (m)         2443.0    (f) LEVELING    3  
 SQ0459
 SQ0459.Superseded values are not recommended for survey control.
 SQ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0459.See file dsdata.txt to determine how the superseded data were derived.
 SQ0459
 SQ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN0938781745(NAD 83)
 SQ0459_MARKER: P = PIPE CAP
 SQ0459_SETTING: 0 = UNSPECIFIED SETTING
 SQ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0459
 SQ0459  HISTORY     - Date     Condition        Report By
 SQ0459  HISTORY     - 1937     MONUMENTED       USE
 SQ0459
 SQ0459                          STATION DESCRIPTION
 SQ0459
 SQ0459'DESCRIBED BY US ENGINEERS 1937
 SQ0459'THE STATION IS IN MC CONE COUNTY ON THE RIGHT BANK OF BIG
 SQ0459'DRY CREEK AND SLIGHTLY NORTH OF THE CENTER OF SECTION 9, T.
 SQ0459'22 N., R. 43 E.  THE STATION IS ON A WESTERN PRONG OF THE
 SQ0459'DIVIDE BETWEEN ROCK CREEK AND BUG CREEK, BEING ABOUT 2 MILES
 SQ0459'SOUTH OF THE SOUTH FORK OF ROCK CREEK, 2-1/2 MILES EAST OF
 SQ0459'BIG DRY CREEK AT MOUTH OF BUG CREEK AND 5/8 MILE NORTH OF BUG
 SQ0459'CREEK ON A PROMINENT GRASSY RIDGE RISING WITH A GENTLE SLOPE
 SQ0459'FROM ROCK CREEK AND ABRUPTLY FROM BUG CREEK.
 SQ0459'
 SQ0459'THE STATION IS ACCESSIBLE BY AUTOMOBILE DURING PERIODS OF LOW
 SQ0459'RESERVOIR STORAGE.  TO DRIVE TO STATION PROCEED SOUTHEAST
 SQ0459'PAST STATION ROCK ALONG DIM TRAIL FOR ABOUT FIVE MILES UNTIL
 SQ0459'IT BEGINS TO DESCEND INTO BUG CREEK BREAKS.  AT THIS POINT
 SQ0459'TURN LEFT AND PROCEED ALONG RIDGE TO STATION.
 SQ0459'
 SQ0459'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0459'
 SQ0459'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0459'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0629 ***********************************************************************
 TJ0629  DESIGNATION -  BUGGY
 TJ0629  PID         -  TJ0629
 TJ0629  STATE/COUNTY-  MT/VALLEY
 TJ0629  USGS QUAD   -  ELLSWORTH COULEE (1978)
 TJ0629
 TJ0629                         *CURRENT SURVEY CONTROL
 TJ0629  ___________________________________________________________________
 TJ0629* NAD 83(1992)-  48 29 31.95253(N)    106 53 55.41348(W)     ADJUSTED  
 TJ0629* NAVD 88     -       829.     (meters)    2720.     (feet)  SCALED    
 TJ0629  ___________________________________________________________________
 TJ0629  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 TJ0629  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TJ0629
 TJ0629  HORZ ORDER  -  THIRD
 TJ0629
 TJ0629.The horizontal coordinates were established by classical geodetic methods
 TJ0629.and adjusted by the National Geodetic Survey in July 1992..
 TJ0629
 TJ0629.The orthometric height was scaled from a topographic map.
 TJ0629
 TJ0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0629
 TJ0629.The geoid height was determined by GEOID03.
 TJ0629
 TJ0629;                    North         East     Units Scale Factor Converg.
 TJ0629;SPC MT       -   474,598.335   792,179.664   MT  0.99972808   +1 54 10.2
 TJ0629;SPC MT       - 1,557,081.15  2,599,014.65   iFT  0.99972808   +1 54 10.2
 TJ0629;UTM  13      - 5,372,750.520   359,719.200   MT  0.99984178   -1 25 19.6
 TJ0629
 TJ0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0629!SPC MT       -   0.99987279  x   0.99972808  =   0.99960090
 TJ0629!UTM  13      -   0.99987279  x   0.99984178  =   0.99971459
 TJ0629
 TJ0629:                Primary Azimuth Mark                     Grid Az
 TJ0629:SPC MT       -  VANDALIA                                 120 01 23.0
 TJ0629:UTM  13      -  VANDALIA                                 123 20 52.8
 TJ0629
 TJ0629|---------------------------------------------------------------------|
 TJ0629| PID    Reference Object                     Distance      Geod. Az  |
 TJ0629|                                                           dddmmss.s |
 TJ0629| TJ0613 VANDALIA                            APPROX.17.0 KM 1215533.2 |
 TJ0629|---------------------------------------------------------------------|
 TJ0629
 TJ0629                          SUPERSEDED SURVEY CONTROL
 TJ0629
 TJ0629  NAD 83(1986)-  48 29 31.94884(N)    106 53 55.40589(W) AD(       ) 3
 TJ0629  NAD 27      -  48 29 31.91541(N)    106 53 53.13484(W) AD(       ) 3
 TJ0629
 TJ0629.Superseded values are not recommended for survey control.
 TJ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0629.See file dsdata.txt to determine how the superseded data were derived.
 TJ0629
 TJ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP5971972751(NAD 83)
 TJ0629
 TJ0629  HISTORY     - Date     Condition        Report By
 TJ0629  HISTORY     - 1903     MONUMENTED       USGS
 TJ0629  HISTORY     - 1969     GOOD             USGS
 TJ0629
 TJ0629                          STATION DESCRIPTION
 TJ0629
 TJ0629'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 TJ0629'RECOVERED AND REDESCRIBED AS FOLLOWS,  STATION LOCATED
 TJ0629'9.5 MI. N. AND 0.5 MI. E. OF VANDALIA ON HIGH SPOT OF N-S. RIDGE ABOUT
 TJ0629'250 FT. E. OF N-S. FENCE.  TO REACH FROM VANDALIA, GO 11.0 MI. N. ON
 TJ0629'GRAVEL RD., TURN RIGHT AND GO 0.5 MI. SE. ON DIM TRACK TO GATE IN N-S.
 TJ0629'FENCE,  THRU GATE TURN RIGHT AND GO 0.4 MI. S. ALONG E. SIDE OF FENCE
 TJ0629'TO STATION SITE IN A LARGE ROCK PILE.
 TJ0629'
 TJ0629'STATION MARK - IRON BENCH MARK POST PROJECTING 0.8 FT. STAMPED
 TJ0629'---BUGGY 1903--- STAMPING ADDED IN 1969.
 TJ0629'
 TJ0629'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0573 ***********************************************************************
 QY0573  DESIGNATION -  BULL
 QY0573  PID         -  QY0573
 QY0573  STATE/COUNTY-  MT/SILVER BOW
 QY0573  USGS QUAD   -  BURNT MOUNTAIN (1961)
 QY0573
 QY0573                         *CURRENT SURVEY CONTROL
 QY0573  ___________________________________________________________________
 QY0573* NAD 83(1992)-  45 55 14.92920(N)    112 45 37.29243(W)     ADJUSTED  
 QY0573* NAVD 88     -      2206.6    (meters)    7239.     (feet)  VERTCON   
 QY0573  ___________________________________________________________________
 QY0573  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 QY0573  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 QY0573
 QY0573  HORZ ORDER  -  SECOND
 QY0573
 QY0573.The horizontal coordinates were established by classical geodetic methods
 QY0573.and adjusted by the National Geodetic Survey in July 1992..
 QY0573
 QY0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0573
 QY0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0573
 QY0573.The geoid height was determined by GEOID03.
 QY0573
 QY0573;                    North         East     Units Scale Factor Converg.
 QY0573;SPC MT       -   190,941.218   347,262.964   MT  0.99957232   -2 23 05.9
 QY0573;SPC MT       -   626,447.57  1,139,314.19   iFT  0.99957232   -2 23 05.9
 QY0573;UTM  12      - 5,086,756.050   363,497.671   MT  0.99982907   -1 15 53.3
 QY0573
 QY0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0573!SPC MT       -   0.99965612  x   0.99957232  =   0.99922858
 QY0573!UTM  12      -   0.99965612  x   0.99982907  =   0.99948525
 QY0573
 QY0573|---------------------------------------------------------------------|
 QY0573| PID    Reference Object                     Distance      Geod. Az  |
 QY0573|                                                           dddmmss.s |
 QY0573| CN4051 BULL RM 1                             7.775 METERS 02708     |
 QY0573| RX0925 NISSLER RADIO STA KXLF MAST         APPROX.13.4 KM 0452050.5 |
 QY0573| CN4052 BULL RM 2                             5.843 METERS 08259     |
 QY0573| CN4050 BULL AZ MK                                         2212524.8 |
 QY0573|---------------------------------------------------------------------|
 QY0573
 QY0573                          SUPERSEDED SURVEY CONTROL
 QY0573
 QY0573  NAD 83(1986)-  45 55 14.92777(N)    112 45 37.29044(W) AD(       ) 2
 QY0573  NAD 27      -  45 55 15.19600(N)    112 45 34.17900(W) AD(       ) 2
 QY0573  NGVD 29 (07/19/86) 2205.3    (m)         7235.     (f) VERT ANG       
 QY0573
 QY0573.Superseded values are not recommended for survey control.
 QY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0573.See file dsdata.txt to determine how the superseded data were derived.
 QY0573
 QY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6349886756(NAD 83)
 QY0573_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0573_SETTING: 80 = SET IN A BOULDER
 QY0573_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QY0573
 QY0573  HISTORY     - Date     Condition        Report By
 QY0573  HISTORY     - 1956     MONUMENTED       CGS
 QY0573
 QY0573                          STATION DESCRIPTION
 QY0573
 QY0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0573'THE STATION IS LOCATED ON THE SUMMIT OF A LARGE BOULDER WHICH
 QY0573'LIES ABOUT 12 MILES SOUTHWEST OF BUTTE, ABOUT 20 MILES SOUTHEAST
 QY0573'OF ANACONDA, ABOUT 8 MILES SOUTHWEST OF RAMSEY AND ABOUT
 QY0573'0.3 MILE WEST OF A GRADED ROAD.
 QY0573'
 QY0573'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 91 AND U.S.
 QY0573'HIGHWAY 10 S IN THE VILLAGE OF NISSLER.  GO SOUTH ON U.S.
 QY0573'HIGHWAY 91 FOR 4.4 MILES.  TURN RIGHT, AS PER THE SIGN READING
 QY0573'BUXTON ROAD, AND GO WEST FOR 1.1 MILES.  TURN LEFT, AS PER
 QY0573'THE SIGN READING SUNDAY GULCH, AND GO SOUTHERLY FOR 1.2 MILE.
 QY0573'TURN RIGHT, PASS THROUGH A BOARD GATE, AND GO WESTERLY FOR
 QY0573'0.6 MILE.  PASS TO THE LEFT HAND SIDE OF A RANCH DWELLING,
 QY0573'PASS THROUGH A POLE GATE, AND GO NORTHWEST AND WEST FOR 3.2
 QY0573'MILES TO THE SUMMIT OF A LOW SADDLE AND THE END OF TRUCK TRAVEL.
 QY0573'(TO REACH THE AZIMUTH.  CONTINUE WESTERLY, ON THE GRADED
 QY0573'ROAD, FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT HAND SIDE
 QY0573'OF THE ROAD.) FROM THIS POINT PACK WESTERLY FOR ABOUT 0.3 MILE
 QY0573'TO THE SECOND ROCKY KNOLL AND THE STATION.
 QY0573'
 QY0573'THE STATION IS SET IN THE TOP OF A BOULDER WHICH IS ABOUT
 QY0573'30 FEET IN DIAMETER AND PROJECTS ABOUT 30 FEET ON THE WEST
 QY0573'SIDE AND ABOUT 20 FEET ON THE EAST.  THE DISK IS STAMPED BULL
 QY0573'1956.
 QY0573'
 QY0573'REFERENCE MARK 1 IS 3.2 METERS LOWER THAN THE STATION.  IT
 QY0573'PROJECTS ABOUT 6 FEET AND THE DISK IS STAMPED BULL NO 1 1956.
 QY0573'
 QY0573'REFERENCE MARK 2 IS 3.2 METERS LOWER THAN THE STATION.
 QY0573'IT PROJECTS ABOUT 8 FEET AND THE DISK IS STAMPED BULL NO 2 1956.
 QY0573'
 QY0573'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF A GRADED
 QY0573'ROAD AND 20 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QY0573'IT IS SET IN THE TOP OF A BOULDER WHICH IS ABOUT 20 FEET IN
 QY0573'DIAMETER AND PROJECTS 7 FEET.  THE DISK IS STAMPED BULL 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0898 ***********************************************************************
 RX0898  DESIGNATION -  BULL
 RX0898  PID         -  RX0898
 RX0898  STATE/COUNTY-  MT/JEFFERSON
 RX0898  USGS QUAD   -  WILSON PARK (1985)
 RX0898
 RX0898                         *CURRENT SURVEY CONTROL
 RX0898  ___________________________________________________________________
 RX0898* NAD 83(1992)-  46 05 05.39494(N)    112 03 44.01470(W)     ADJUSTED  
 RX0898* NAVD 88     -      2625.5    (meters)    8614.     (feet)  VERTCON   
 RX0898  ___________________________________________________________________
 RX0898  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 RX0898  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RX0898
 RX0898  HORZ ORDER  -  THIRD
 RX0898
 RX0898.The horizontal coordinates were established by classical geodetic methods
 RX0898.and adjusted by the National Geodetic Survey in July 1992..
 RX0898
 RX0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0898
 RX0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0898
 RX0898.The geoid height was determined by GEOID03.
 RX0898
 RX0898;                    North         East     Units Scale Factor Converg.
 RX0898;SPC MT       -   207,142.443   401,954.988   MT  0.99952252   -1 52 27.4
 RX0898;SPC MT       -   679,601.19  1,318,749.96   iFT  0.99952252   -1 52 27.4
 RX0898;UTM  12      - 5,104,021.396   417,875.319   MT  0.99968291   -0 45 54.8
 RX0898
 RX0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0898!SPC MT       -   0.99959046  x   0.99952252  =   0.99911318
 RX0898!UTM  12      -   0.99959046  x   0.99968291  =   0.99927350
 RX0898
 RX0898:                Primary Azimuth Mark                     Grid Az
 RX0898:SPC MT       -  AIRWAY BEACON                            266 41 48.4
 RX0898:UTM  12      -  AIRWAY BEACON                            265 35 15.8
 RX0898
 RX0898|---------------------------------------------------------------------|
 RX0898| PID    Reference Object                     Distance      Geod. Az  |
 RX0898|                                                           dddmmss.s |
 RX0898| RX0900 AIRWAY BEACON                       APPROX. 6.1 KM 2644921.0 |
 RX0898| RX0899 BULL LO                             APPROX. 3.1 KM 3472503.4 |
 RX0898|---------------------------------------------------------------------|
 RX0898
 RX0898                          SUPERSEDED SURVEY CONTROL
 RX0898
 RX0898  NAD 83(1986)-  46 05 05.39154(N)    112 03 44.00941(W) AD(       ) 3
 RX0898  NAD 27      -  46 05 05.64013(N)    112 03 41.06318(W) AD(       ) 3
 RX0898  NGVD 29 (07/19/86) 2624.2    (m)         8610.     (f) VERT ANG       
 RX0898
 RX0898.Superseded values are not recommended for survey control.
 RX0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0898.See file dsdata.txt to determine how the superseded data were derived.
 RX0898
 RX0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1787504021(NAD 83)
 RX0898_MARKER: DD = SURVEY DISK
 RX0898_SETTING: 66 = SET IN ROCK OUTCROP
 RX0898_SP_SET: SET IN ROCK OUTCROP
 RX0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0898+STABILITY: POSITION/ELEVATION WELL
 RX0898
 RX0898  HISTORY     - Date     Condition        Report By
 RX0898  HISTORY     - 1952     MONUMENTED       USGS
 RX0898
 RX0898                          STATION DESCRIPTION
 RX0898
 RX0898'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RX0898'STATION IS LOCATED APPROXIMATELY 11 AIRLINE MI. S. OF BOULDER,
 RX0898'JEFFERSON COUNTY, MONTANA, ON THE HIGHEST POINT OF BULL MTN., IN
 RX0898'SEC. 23, T 4 N, R 4 W.
 RX0898'
 RX0898'TO REACH STATION FROM BOULDER, PROCEED S. ALONG W. SIDE OF BOULDER
 RX0898'RIVER ON ROAD TO CARDWELL 21.7 MI. TO RD. AT --DRY COTTONWOOD-WILSON
 RX0898'PARK-- SIGN.  TURN RIGHT (W.) AND FOLLOW 3.4 MI. TO RD. FORK, TAKE
 RX0898'RIGHT FORK 1.9 MI. TO TOP OF RANGE AND BULL MTN. FOREST BOUNDARY
 RX0898'FENCE.  CONTINUE W. DOWN INTO PARK 1.0 MI. TO CORDUROY BRIDGE, CROSS
 RX0898'BRIDGE AND FOLLOW W. 1.6 MI. TO RD. FORK.  TAKE RIGHT FORK N. UP
 RX0898'ALONG RIDGE 1.2 MI. AND TURN LEFT (W.) UP AROUND ROCKY GRASSY KNOB
 RX0898'AND THEN FOLLOW N. ALONG TOP OF GRASSY MTN. RANGE KEEPING AS FAR TO
 RX0898'THE W. AS CONDITIONS PERMIT, 4.0 MI. TO EDGE OF TIMBER AND END OF JEEP
 RX0898'TRAVEL.  FAINT RD. VISIBLE PART OF THE TIME, 1/2 HOUR PACK NW. THROUGH
 RX0898'TIMBER TO STATION.
 RX0898'
 RX0898'STATION MARK--A STANDARD USGS TABLET, STAMPED ---BULL-1952 8609---,
 RX0898'AND CEMENTED IN ROCK LYING ABOUT 6 FT. E. OF A ROCK CLIFF OVERLOOKING
 RX0898'A VALLEY TO THE W.  HIGH TIMBER 15 FT. E. OF STATION.  STATION ON
 RX0898'HIGHEST POINT ON BULL MTN.
 RX0898'
 RX0898'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0421 ***********************************************************************
 QV0421  DESIGNATION -  BULL CREEK LOT
 QV0421  PID         -  QV0421
 QV0421  STATE/COUNTY-  MT/BIG HORN
 QV0421  USGS QUAD   -  BULL CREEK LOOKOUT (1958)
 QV0421
 QV0421                         *CURRENT SURVEY CONTROL
 QV0421  ___________________________________________________________________
 QV0421* NAD 83(1992)-  45 24 50.10282(N)    106 51 27.45296(W)     ADJUSTED  
 QV0421* NAVD 88     -      1434.7    (meters)    4707.     (feet)  VERTCON   
 QV0421  ___________________________________________________________________
 QV0421  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 QV0421  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 QV0421
 QV0421  HORZ ORDER  -  THIRD
 QV0421
 QV0421.The horizontal coordinates were established by classical geodetic methods
 QV0421.and adjusted by the National Geodetic Survey in July 1992..
 QV0421
 QV0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0421
 QV0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0421
 QV0421.The geoid height was determined by GEOID03.
 QV0421
 QV0421;                    North         East     Units Scale Factor Converg.
 QV0421;SPC MT       -   132,847.891   806,751.925   MT  0.99977676   +1 55 58.5
 QV0421;SPC MT       -   435,852.66  2,646,823.90   iFT  0.99977676   +1 55 58.5
 QV0421;UTM  13      - 5,030,611.472   354,648.979   MT  0.99985976   -1 19 23.6
 QV0421
 QV0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0421!SPC MT       -   0.99977741  x   0.99977676  =   0.99955422
 QV0421!UTM  13      -   0.99977741  x   0.99985976  =   0.99963720
 QV0421
 QV0421                          SUPERSEDED SURVEY CONTROL
 QV0421
 QV0421  NAD 83(1986)-  45 24 50.08355(N)    106 51 27.43743(W) AD(       ) 3
 QV0421  NGVD 29 (02/04/91) 1433.9    (m)         4704.     (f) H LEVEL        
 QV0421
 QV0421.Superseded values are not recommended for survey control.
 QV0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0421.See file dsdata.txt to determine how the superseded data were derived.
 QV0421
 QV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL5464930611(NAD 83)
 QV0421_MARKER: 57 = LOOKOUT TOWER
 QV0421
 QV0421  HISTORY     - Date     Condition        Report By
 QV0421  HISTORY     - 1957     FIRST OBSERVED   USGS
 QV0421
 QV0421                          STATION DESCRIPTION
 QV0421
 QV0421'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0421'ABOUT 8.5 MI. S. AND 4.5 MI. E. OF BUSBY IN SEC. 12, T 5 S, R 39 E,
 QV0421'ON THE TONGUE RIVER NORTHERN CHEYENNE INDIAN RESERVATION, ON A GRASSY
 QV0421'RIDGE ON THE DIVIDE BETWEEN BUSBY CREEK AND BULL CREEK.
 QV0421'
 QV0421'TO REACH FROM BUSBY POST OFFICE, DRIVE 0.3 MI. NE. ALONG STATE HIGHWAY
 QV0421'8 TO THE BUSBY CREEK ROAD ON THE RIGHT, TURN RIGHT AND CONTINUE 11.8
 QV0421'MI. TO TOP OF RIDGE AND TOWER.
 QV0421'
 QV0421'STATION MARK--APEX OF FOREST SERVICE LOOKOUT TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0899 ***********************************************************************
 RX0899  DESIGNATION -  BULL LO
 RX0899  PID         -  RX0899
 RX0899  STATE/COUNTY-  MT/JEFFERSON
 RX0899  USGS QUAD   -  WILSON PARK (1985)
 RX0899
 RX0899                         *CURRENT SURVEY CONTROL
 RX0899  ___________________________________________________________________
 RX0899* NAD 83(1992)-  46 06 43.81268(N)    112 04 15.60007(W)     ADJUSTED  
 RX0899* NAVD 88     -      2585.6    (meters)    8483.     (feet)  VERTCON   
 RX0899  ___________________________________________________________________
 RX0899  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 RX0899  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 RX0899
 RX0899  HORZ ORDER  -  THIRD
 RX0899
 RX0899.The horizontal coordinates were established by classical geodetic methods
 RX0899.and adjusted by the National Geodetic Survey in July 1992..
 RX0899
 RX0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0899
 RX0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0899
 RX0899.The geoid height was determined by GEOID03.
 RX0899
 RX0899;                    North         East     Units Scale Factor Converg.
 RX0899;SPC MT       -   210,200.303   401,376.754   MT  0.99951500   -1 52 50.5
 RX0899;SPC MT       -   689,633.54  1,316,852.87   iFT  0.99951500   -1 52 50.5
 RX0899;UTM  12      - 5,107,067.995   417,237.909   MT  0.99968420   -0 46 18.9
 RX0899
 RX0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0899!SPC MT       -   0.99959673  x   0.99951500  =   0.99911192
 RX0899!UTM  12      -   0.99959673  x   0.99968420  =   0.99928106
 RX0899
 RX0899:                Primary Azimuth Mark                     Grid Az
 RX0899:SPC MT       -  BULL                                     169 17 31.1
 RX0899:UTM  12      -  BULL                                     168 10 59.5
 RX0899
 RX0899|---------------------------------------------------------------------|
 RX0899| PID    Reference Object                     Distance      Geod. Az  |
 RX0899|                                                           dddmmss.s |
 RX0899| RX0898 BULL                                APPROX. 3.1 KM 1672440.6 |
 RX0899| RX0897 BOULDER STATE TRAINING SCH TANK     APPROX.13.6 KM 3455543.0 |
 RX0899|---------------------------------------------------------------------|
 RX0899
 RX0899                          SUPERSEDED SURVEY CONTROL
 RX0899
 RX0899  NAD 83(1986)-  46 06 43.80967(N)    112 04 15.59461(W) AD(       ) 3
 RX0899  NAD 27      -  46 06 44.06033(N)    112 04 12.64658(W) AD(       ) 3
 RX0899  NGVD 29 (07/19/86) 2584.3    (m)         8479.     (f) VERT ANG       
 RX0899
 RX0899.Superseded values are not recommended for survey control.
 RX0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0899.See file dsdata.txt to determine how the superseded data were derived.
 RX0899
 RX0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1723807068(NAD 83)
 RX0899_MARKER: DD = SURVEY DISK
 RX0899_SETTING: 66 = SET IN ROCK OUTCROP
 RX0899_SP_SET: SET IN ROCK OUTCROP
 RX0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0899+STABILITY: POSITION/ELEVATION WELL
 RX0899
 RX0899  HISTORY     - Date     Condition        Report By
 RX0899  HISTORY     - 1952     MONUMENTED       USGS
 RX0899
 RX0899                          STATION DESCRIPTION
 RX0899
 RX0899'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RX0899'STATION IS LOCATED APPROXIMATELY 8.7 AIRLINE MI. S. OF BOULDER,
 RX0899'JEFFERSON COUNTY, MONTANA, ON A HIGH ROCKY KNOB AT THE NW. CORNER
 RX0899'ON BULL MTN. RANGE, IN SEC. 11, T 4 N, R 4 W.
 RX0899'
 RX0899'TO REACH STATION FROM BOULDER, PROCEED S. ALONG BOULDER RIVER ROAD AND
 RX0899'RD. TO CARDWELL 8.4 MI. TO WIRE FENCE GATE AND FAINT RD. OFF TO RIGHT
 RX0899'(SW.).  TURN RIGHT ON RD. AND FOLLOW 0.8 MI. TO FENCE, THEN 2.5 MI.
 RX0899'CLIMB UP TO TOP AND HADLEY PARK.  FOLLOW S. ALONG THROUGH PARK 0.4 MI.
 RX0899'TO CABIN AND THEN 0.3 MI. TO WIRE FENCE AND END TRUCK TRAVEL.  ONE
 RX0899'HOUR PACK UP NE. SLOPE TO ROCKY TOP AND STATION.  WILL RUN INTO
 RX0899'FOREST SERVICE TRAIL ABOUT TWO-THIRDS THE WAY UP THAT GOES TO TOP.
 RX0899'
 RX0899'STATION MARK--A STANDARD USGS TABLET, STAMPED ---BULL L.O.-1952---
 RX0899'AND STAMPED ---8478---, SET IN ROCK AMIDST WREAKAGE OF OLD FOREST
 RX0899'SERVICE LOOKOUT TOWER.
 RX0899'
 RX0899'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0525 ***********************************************************************
 ST0525  DESIGNATION -  BULLET
 ST0525  PID         -  ST0525
 ST0525  STATE/COUNTY-  MT/POWELL
 ST0525  USGS QUAD   -  COOPERS LAKE (1968)
 ST0525
 ST0525                         *CURRENT SURVEY CONTROL
 ST0525  ___________________________________________________________________
 ST0525* NAD 83(1992)-  47 01 11.68573(N)    112 59 09.01340(W)     ADJUSTED  
 ST0525* NAVD 88     -      1299.1    (meters)    4262.     (feet)  VERTCON   
 ST0525  ___________________________________________________________________
 ST0525  LAPLACE CORR-           9.03  (seconds)                    DEFLEC99
 ST0525  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 ST0525
 ST0525  HORZ ORDER  -  SECOND
 ST0525
 ST0525.The horizontal coordinates were established by classical geodetic methods
 ST0525.and adjusted by the National Geodetic Survey in July 1992..
 ST0525
 ST0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0525
 ST0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0525
 ST0525.The geoid height was determined by GEOID03.
 ST0525
 ST0525;                    North         East     Units Scale Factor Converg.
 ST0525;SPC MT       -   313,682.489   335,228.082   MT  0.99939264   -2 32 59.7
 ST0525;SPC MT       - 1,029,142.02  1,099,829.67   iFT  0.99939264   -2 32 59.7
 ST0525;UTM  12      - 5,209,290.665   349,083.785   MT  0.99987993   -1 27 11.1
 ST0525
 ST0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0525!SPC MT       -   0.99979850  x   0.99939264  =   0.99919126
 ST0525!UTM  12      -   0.99979850  x   0.99987993  =   0.99967845
 ST0525
 ST0525|---------------------------------------------------------------------|
 ST0525| PID    Reference Object                     Distance      Geod. Az  |
 ST0525|                                                           dddmmss.s |
 ST0525| CN4054 BULLET RM 1                           8.638 METERS 04340     |
 ST0525| CN4053 BULLET AZ MK                                       0833506.8 |
 ST0525| CN4055 BULLET RM 2                          27.126 METERS 27040     |
 ST0525|---------------------------------------------------------------------|
 ST0525
 ST0525                          SUPERSEDED SURVEY CONTROL
 ST0525
 ST0525  NAD 83(1986)-  47 01 11.69217(N)    112 59 08.99908(W) AD(       ) 2
 ST0525  NAD 27      -  47 01 11.90680(N)    112 59 05.81740(W) AD(       ) 2
 ST0525  NGVD 29 (07/19/86) 1298.0    (m)         4259.     (f) VERT ANG       
 ST0525
 ST0525.Superseded values are not recommended for survey control.
 ST0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0525.See file dsdata.txt to determine how the superseded data were derived.
 ST0525
 ST0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT4908409291(NAD 83)
 ST0525_MARKER: DS = TRIANGULATION STATION DISK
 ST0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ST0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0525+STABILITY: SURFACE MOTION
 ST0525
 ST0525  HISTORY     - Date     Condition        Report By
 ST0525  HISTORY     - 1956     MONUMENTED       CGS
 ST0525  HISTORY     - 1960     SEE DESCRIPTION  CGS
 ST0525  HISTORY     - 1962     SEE DESCRIPTION  USGS
 ST0525
 ST0525                          STATION DESCRIPTION
 ST0525
 ST0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 ST0525'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF LINCOLN,
 ST0525'51 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 3 FEET NORTHWEST
 ST0525'OF A 4 IN X 4 IN WHITE WITNESS POST AND 3 FEET NORTH OF A
 ST0525'FENCE.
 ST0525'
 ST0525'TO REACH THE STATION FROM THE POST OFFICE IN HELMVILLE, GO EAST
 ST0525'ON A GRAVEL ROAD FOR 1.7 MILE TO A THREE-ROAD INTERSECTION,
 ST0525'TAKE LEFT ROAD AND GO NORTH FOR 6.7 MILES TO A T-ROAD, TURN
 ST0525'LEFT AND GO WEST ON GRAVEL ROAD FOR 2 MILES TO A FORK, TAKE
 ST0525'RIGHT ROAD AND GO NORTHWEST FOR 2 MILES TO A FORK, TAKE RIGHT
 ST0525'ROAD AND GO NORTH FOR 1.4 MILES TO A FORK, TAKE LEFT ROAD
 ST0525'AND GO WEST FOR 1.1 MILE TO A T-ROAD, TURN LEFT AND GO 0.8 MILE
 ST0525'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR 0.3 MILE
 ST0525'TO THE STATION ON THE LEFT.
 ST0525'
 ST0525'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 ST0525'STAMPED BULLET 1956.
 ST0525'
 ST0525'REFERENCE MARK 1 IS 23 FEET SOUTH OF THE CENTER OF A DIRT ROAD.
 ST0525'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED BULLET NO
 ST0525'1 1956.
 ST0525'
 ST0525'REFERENCE MARK 2 IS 21 FEET SOUTH OF A FENCE.  THE MARK
 ST0525'PROJECTS 8 INCHES, AND THE DISK IS STAMPED BULLET NO 2 1956.
 ST0525'
 ST0525'THE AZIMUTH MARK IS 120 FEET NORTH OF THE CENTER OF A DIRT
 ST0525'ROAD, 87 FEET NORTH OF A FENCE AND 3 FEET NORTH OF A 4 IN X 4 IN
 ST0525'WHITE WITNESS POST.  THE MARK PROJECTS 18 INCHES, AND THE DISK
 ST0525'IS STAMPED BULLET 1956.
 ST0525
 ST0525                          STATION RECOVERY (1960)
 ST0525
 ST0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0525'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 ST0525'IT WAS NOT VISITED BY AN OBSERVING PARTY, THE STATION WAS
 ST0525'USED ONLY FOR CHECK ANGLE PURPOSES.
 ST0525'
 ST0525'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION.
 ST0525'
 ST0525'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 20 AND STATE
 ST0525'HIGHWAY 271 (HELMVILLE ROAD) WHICH IS ABOUT 12-1/2 MILES WEST
 ST0525'OF LINCOLN AND 5 MILES NORTH OF HELMVILLE, GO WEST ON HIGHWAY
 ST0525'20 FOR 4.1 MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT
 ST0525'NORTHERLY ON GRAVELED ROAD FOR 2.1 MILES TO A CROSSROAD AND
 ST0525'A SAWMILL ON THE RIGHT, TURN RIGHT EAST FOR 1 MILE TO THE
 ST0525'STATION ON THE RIGHT.
 ST0525
 ST0525                          STATION RECOVERY (1962)
 ST0525
 ST0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ST0525'STATION FOUND IN GOOD CONDITION.
 ST0525'
 ST0525'TO REACH FROM OVANDO, GO SOUTHEAST ON STATE HWY 20 FOR 6.6 MILES
 ST0525'TO CROSSROADS, TURN LEFT AND GO NORTH 2.4 MILES TO SAWMILL ON
 ST0525'LEFT AND CROSSROADS, TURN RIGHT AND GO EAST 1.0 MILE TO STATION
 ST0525'ON SOUTH SIDE AT FENCE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1091 ***********************************************************************
 SR1091  DESIGNATION -  BULLWHACKER
 SR1091  PID         -  SR1091
 SR1091  STATE/COUNTY-  MT/BLAINE
 SR1091  USGS QUAD   -  SANDPIPER RESERVOIR (1985)
 SR1091
 SR1091                         *CURRENT SURVEY CONTROL
 SR1091  ___________________________________________________________________
 SR1091* NAD 83(1992)-  47 59 36.41768(N)    109 11 14.41934(W)     ADJUSTED  
 SR1091* NAVD 88     -      1097.5    (meters)    3601.     (feet)  VERTCON   
 SR1091  ___________________________________________________________________
 SR1091  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 SR1091  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 SR1091
 SR1091  HORZ ORDER  -  FIRST
 SR1091
 SR1091.The horizontal coordinates were established by classical geodetic methods
 SR1091.and adjusted by the National Geodetic Survey in July 1992..
 SR1091
 SR1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1091
 SR1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1091
 SR1091.The geoid height was determined by GEOID03.
 SR1091
 SR1091;                    North         East     Units Scale Factor Converg.
 SR1091;SPC MT       -   416,014.430   623,324.606   MT  0.99953954   +0 13 43.4
 SR1091;SPC MT       - 1,364,876.74  2,045,028.23   iFT  0.99953954   +0 13 43.4
 SR1091;UTM  12      - 5,317,161.934   635,231.173   MT  0.99982471   +1 20 49.7
 SR1091
 SR1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1091!SPC MT       -   0.99983035  x   0.99953954  =   0.99936997
 SR1091!UTM  12      -   0.99983035  x   0.99982471  =   0.99965509
 SR1091
 SR1091:                Primary Azimuth Mark                     Grid Az
 SR1091:SPC MT       -  LEROY                                    229 08 57.4
 SR1091:UTM  12      -  LEROY                                    228 01 51.1
 SR1091
 SR1091|---------------------------------------------------------------------|
 SR1091| PID    Reference Object                     Distance      Geod. Az  |
 SR1091|                                                           dddmmss.s |
 SR1091| SR1099 LEROY                               APPROX.18.4 KM 2292240.8 |
 SR1091|---------------------------------------------------------------------|
 SR1091
 SR1091                          SUPERSEDED SURVEY CONTROL
 SR1091
 SR1091  NAD 83(1986)-  47 59 36.41552(N)    109 11 14.40079(W) AD(       ) 1
 SR1091  NAD 27      -  47 59 36.46900(N)    109 11 11.77700(W) AD(       ) 1
 SR1091  NGVD 29 (07/19/86) 1096.7    (m)         3598.     (f) VERT ANG       
 SR1091
 SR1091.Superseded values are not recommended for survey control.
 SR1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1091.See file dsdata.txt to determine how the superseded data were derived.
 SR1091
 SR1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU3523117162(NAD 83)
 SR1091_MARKER: DS = TRIANGULATION STATION DISK
 SR1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1091
 SR1091  HISTORY     - Date     Condition        Report By
 SR1091  HISTORY     - 1949     MONUMENTED       CGS
 SR1091  HISTORY     - 1955     GOOD             USGS
 SR1091
 SR1091                          STATION DESCRIPTION
 SR1091
 SR1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1091'STATION IS LOCATED ABOUT 25 MILES SOUTH OF THE POST OFFICE
 SR1091'IN LLOYD, ON A PROMINENT MOUND ABOUT 4 MILES EAST OF NEWT
 SR1091'JACOBSONS RANCH.  IT IS 8 FEET NORTH OF A WITNESS POST.
 SR1091'
 SR1091'TO REACH FROM THE POST OFFICE IN LLOYD, GO SOUTH ON MAIN ROAD
 SR1091'FOR 16.5 MILES TO A GATE ON THE LEFT, TURN LEFT THROUGH GATE
 SR1091'FOR 0.2 MILE TO A GATE, CONTINUE THROUGH GATE ACROSS NEW
 SR1091'HIGHWAY ON TRACK ROAD FOR 3.8 MILES TO A FORK, TAKE RIGHT FORK,
 SR1091'EAST AND SOUTH, FOR 3.0 MILES TO A GATE, CONTINUE THROUGH GATE
 SR1091'FOR 1.6 MILES TO A FORK AT THE TOP OF A HILL, BEAR LEFT FOR
 SR1091'2.45 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH
 SR1091'FOR 0.25 MILE, BEAR RIGHT OFF TRACK ROAD, FOLLOWING ALONG THE
 SR1091'TOP OF RIDGE, FOR 0.25 MILE TO TOP OF MOUND AND THE STATION.
 SR1091'
 SR1091'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BULLWHACKER
 SR1091'1949.
 SR1091'
 SR1091'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SR1091'BULLWHACKER NO 1 1949.
 SR1091'
 SR1091'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 SR1091'BULLWHACKER NO 2 1949.
 SR1091'
 SR1091'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE FROM THE STATION,
 SR1091'25 FEET SOUTHWEST OF A DIRT ROAD INTERSECTION, 6 FEET SOUTH OF
 SR1091'A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 SR1091'STAMPED BULLWHACKER 1949.
 SR1091'
 SR1091'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET
 SR1091'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SR1091'
 SR1091'STATIONS, LION, LEROY, SAW TOOTH, PASS AND TIMBER ARE VISIBLE
 SR1091'FROM THE GROUND.
 SR1091
 SR1091                          STATION RECOVERY (1955)
 SR1091
 SR1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 SR1091'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0758 ***********************************************************************
 TH0758  DESIGNATION -  BULLY
 TH0758  PID         -  TH0758
 TH0758  STATE/COUNTY-  MT/SHERIDAN
 TH0758  USGS QUAD   -  
 TH0758
 TH0758                         *CURRENT SURVEY CONTROL
 TH0758  ___________________________________________________________________
 TH0758* NAD 83(1992)-  49 00 04.27310(N)    105 12 13.13155(W)     ADJUSTED  
 TH0758* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 TH0758  ___________________________________________________________________
 TH0758  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 TH0758  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0758
 TH0758  HORZ ORDER  -  THIRD
 TH0758
 TH0758.The horizontal coordinates were established by classical geodetic methods
 TH0758.and adjusted by the National Geodetic Survey in July 1992..
 TH0758
 TH0758.The orthometric height was scaled from a topographic map.
 TH0758
 TH0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0758
 TH0758.The geoid height was determined by GEOID03.
 TH0758
 TH0758;                    North         East     Units Scale Factor Converg.
 TH0758;SPC MT       -   536,619.191   914,206.948   MT  1.00000073   +3 08 34.1
 TH0758;SPC MT       - 1,760,561.65  2,999,366.63   iFT  1.00000073   +3 08 34.1
 TH0758;UTM  13      - 5,427,607.709   485,105.055   MT  0.99960273   -0 09 13.3
 TH0758
 TH0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0758!SPC MT       -   0.99987866  x   1.00000073  =   0.99987939
 TH0758!UTM  13      -   0.99987866  x   0.99960273  =   0.99948144
 TH0758
 TH0758:                Primary Azimuth Mark                     Grid Az
 TH0758:SPC MT       -  SPRING                                   051 52 12.6
 TH0758:UTM  13      -  SPRING                                   055 10 00.0
 TH0758
 TH0758|---------------------------------------------------------------------|
 TH0758| PID    Reference Object                     Distance      Geod. Az  |
 TH0758|                                                           dddmmss.s |
 TH0758| TH0890 SPRING                              APPROX. 3.4 KM 0550046.7 |
 TH0758|---------------------------------------------------------------------|
 TH0758
 TH0758                          SUPERSEDED SURVEY CONTROL
 TH0758
 TH0758  NAD 83(1986)-  49 00 04.27417(N)    105 12 13.13233(W) AD(       ) 3
 TH0758
 TH0758.Superseded values are not recommended for survey control.
 TH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0758.See file dsdata.txt to determine how the superseded data were derived.
 TH0758
 TH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ8510527608(NAD 83)
 TH0758_MARKER: DD = SURVEY DISK
 TH0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0758+STABILITY: SURFACE MOTION
 TH0758
 TH0758  HISTORY     - Date     Condition        Report By
 TH0758  HISTORY     - 1911     MONUMENTED       IBC
 TH0758
 TH0758                          STATION DESCRIPTION
 TH0758
 TH0758'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0758'ABOUT 200 METERS NORTH OF THE INTERNATIONAL BOUNDARY, 0.9 MILE WEST
 TH0758'OF MONUMENT 546, IN SW 1/4 SECTION 6, TOWNSHIP 1, RANGE 24 W, SECOND
 TH0758'MERIDIAN.  THE STATION IS ON THE NORTHWEST POINT OF A FLAT TABLELAND
 TH0758'OVERLOOKING THE VALLEY OF THE WEST FORK OF BEAVER CREEK.
 TH0758'
 TH0758'STATION MARK--A BRONZE DISK IN THE TOP OF A CONCRETE BLOCK SET ABOUT
 TH0758'2 FEET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1055 ***********************************************************************
 RX1055  DESIGNATION -  BUM
 RX1055  PID         -  RX1055
 RX1055  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX1055  USGS QUAD   -  BLACK MOUNTAIN (1985)
 RX1055
 RX1055                         *CURRENT SURVEY CONTROL
 RX1055  ___________________________________________________________________
 RX1055* NAD 83(1992)-  46 36 48.56624(N)    112 14 57.39335(W)     ADJUSTED  
 RX1055* NAVD 88     -      1915.6    (meters)    6285.     (feet)  VERTCON   
 RX1055  ___________________________________________________________________
 RX1055  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 RX1055  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 RX1055
 RX1055  HORZ ORDER  -  THIRD
 RX1055
 RX1055.The horizontal coordinates were established by classical geodetic methods
 RX1055.and adjusted by the National Geodetic Survey in July 1992..
 RX1055
 RX1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1055
 RX1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1055
 RX1055.The geoid height was determined by GEOID03.
 RX1055
 RX1055;                    North         East     Units Scale Factor Converg.
 RX1055;SPC MT       -   266,329.612   389,564.025   MT  0.99941675   -2 00 40.0
 RX1055;SPC MT       -   873,784.82  1,278,097.19   iFT  0.99941675   -2 00 40.0
 RX1055;UTM  12      - 5,162,972.136   404,340.756   MT  0.99971248   -0 54 28.7
 RX1055
 RX1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1055!SPC MT       -   0.99970182  x   0.99941675  =   0.99911874
 RX1055!UTM  12      -   0.99970182  x   0.99971248  =   0.99941438
 RX1055
 RX1055                          SUPERSEDED SURVEY CONTROL
 RX1055
 RX1055  NAD 83(1986)-  46 36 48.56821(N)    112 14 57.38503(W) AD(       ) 3
 RX1055  NGVD 29 (06/12/92) 1914.5    (m)         6281.     (f) VERT ANG       
 RX1055
 RX1055.Superseded values are not recommended for survey control.
 RX1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1055.See file dsdata.txt to determine how the superseded data were derived.
 RX1055
 RX1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS0434162972(NAD 83)
 RX1055_MARKER: X = CHISELED CROSS
 RX1055_SETTING: 66 = SET IN ROCK OUTCROP
 RX1055_SP_SET: SET IN ROCK OUTCROP
 RX1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX1055+STABILITY: POSITION/ELEVATION WELL
 RX1055
 RX1055  HISTORY     - Date     Condition        Report By
 RX1055  HISTORY     - 1958     MONUMENTED       USGS
 RX1055
 RX1055                          STATION DESCRIPTION
 RX1055
 RX1055'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX1055'STATION LOCATED ABOUT 11 MI. AIRLINE W. OF HELENA, MONTANA, AND ABOUT
 RX1055'2 MI. AIRLINE S. OF AUSTIN, MONTANA, IN SW. CORNER OF SEC. 16, T 10 N,
 RX1055'R 5 W.
 RX1055'
 RX1055'TO REACH FROM HELENA, TAKE HIGHWAY 10 W. TO PRIEST PASS ROAD.  TURN
 RX1055'RIGHT UP PRIEST PASS ROAD TO AUSTIN TRAIL.  FOLLOW AUSTIN TRAIL INTO
 RX1055'FIRST SADDLE AND THEN CLIMB RIDGE TO RIGHT, E. TO HIGH ROCKY TIMBERED
 RX1055'POINT.
 RX1055'
 RX1055'STATION MARK--CHISELED CROSS IN ROCK, 1.0 FT. W. OF TREE USED AS
 RX1055'SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1583 ***********************************************************************
 SS1583  DESIGNATION -  BUMP
 SS1583  PID         -  SS1583
 SS1583  STATE/COUNTY-  MT/TETON
 SS1583  USGS QUAD   -  DUTTON NE (1987)
 SS1583
 SS1583                         *CURRENT SURVEY CONTROL
 SS1583  ___________________________________________________________________
 SS1583* NAD 83(1992)-  47 58 52.28902(N)    111 32 37.42912(W)     ADJUSTED  
 SS1583* NAVD 88     -      1052.5    (meters)    3453.     (feet)  VERTCON   
 SS1583  ___________________________________________________________________
 SS1583  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 SS1583  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SS1583
 SS1583  HORZ ORDER  -  THIRD
 SS1583
 SS1583.The horizontal coordinates were established by classical geodetic methods
 SS1583.and adjusted by the National Geodetic Survey in July 1992..
 SS1583
 SS1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1583
 SS1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1583
 SS1583.The geoid height was determined by GEOID03.
 SS1583
 SS1583;                    North         East     Units Scale Factor Converg.
 SS1583;SPC MT       -   416,594.976   447,518.588   MT  0.99953588   -1 29 42.0
 SS1583;SPC MT       - 1,366,781.42  1,468,236.84   iFT  0.99953588   -1 29 42.0
 SS1583;UTM  12      - 5,314,352.762   459,425.485   MT  0.99962023   -0 24 14.2
 SS1583
 SS1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1583!SPC MT       -   0.99983733  x   0.99953588  =   0.99937329
 SS1583!UTM  12      -   0.99983733  x   0.99962023  =   0.99945762
 SS1583
 SS1583                          SUPERSEDED SURVEY CONTROL
 SS1583
 SS1583  NAD 83(1986)-  47 58 52.28498(N)    111 32 37.41408(W) AD(       ) 3
 SS1583  NGVD 29 (05/18/92) 1051.6    (m)         3450.     (f) VERT ANG       
 SS1583
 SS1583.Superseded values are not recommended for survey control.
 SS1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1583.See file dsdata.txt to determine how the superseded data were derived.
 SS1583
 SS1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU5942514353(NAD 83)
 SS1583_MARKER: DS = TRIANGULATION STATION DISK
 SS1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1583+STABILITY: SURFACE MOTION
 SS1583
 SS1583  HISTORY     - Date     Condition        Report By
 SS1583  HISTORY     - 1947     MONUMENTED       USGS
 SS1583
 SS1583                          STATION DESCRIPTION
 SS1583
 SS1583'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1583'STATION IS LOCATED CENTRALLY ON HIGHEST HILL, IN SEC. 25, T 26 N,
 SS1583'R 1 E.
 SS1583'
 SS1583'TO REACH FROM DUTTON, MONTANA, GO N. ON U.S. HIGHWAY 91 FOR 7.55 MI.
 SS1583'CROSSING THE TETON RIVER.  TURN RIGHT (E.) FOR 4 MI., LEFT (N.) FOR
 SS1583'1 MI., RIGHT (E.) FOR 2 MI., LEFT (N.) FOR 1 MI., RIGHT (E.) FOR 4.3
 SS1583'MI. TO SCHOOLHOUSE.  TURN LEFT (N.) INTO PASTURE AND CONTINUE N. ALONG
 SS1583'FIELD RD. FOR 0.5 MI., TURN LEFT (W.) FOR 0.3 MI. TO TOP OF HIGHEST
 SS1583'HILL AND STATION.
 SS1583'
 SS1583'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1583'---BUMP 1948 VABM 3451---.
 SS1583'
 SS1583'REFERENCE MARK NO. 1--ONE IN. PIPE, 31.85 FT. FROM STATION
 SS1583'N 73 DEGREES 44 MINUTES W.
 SS1583'
 SS1583'REFERENCE MARK NO. 2--ONE IN. PIPE, 33.85 FT. FROM STATION
 SS1583'N 14 DEGREES 24 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0553 ***********************************************************************
 ST0553  DESIGNATION -  BUNGALOW MOUNTAIN LOOKOUT
 ST0553  PID         -  ST0553
 ST0553  STATE/COUNTY-  MT/FLATHEAD
 ST0553  USGS QUAD   -  BUNGALOW MOUNTAIN (1994)
 ST0553
 ST0553                         *CURRENT SURVEY CONTROL
 ST0553  ___________________________________________________________________
 ST0553* NAD 83(1992)-  47 47 05.36587(N)    113 09 20.53255(W)     ADJUSTED  
 ST0553* NAVD 88     -                                                        
 ST0553  ___________________________________________________________________
 ST0553  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 ST0553  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 ST0553
 ST0553  HORZ ORDER  -  THIRD
 ST0553
 ST0553.The horizontal coordinates were established by classical geodetic methods
 ST0553.and adjusted by the National Geodetic Survey in July 1992..
 ST0553
 ST0553
 ST0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0553
 ST0553.The geoid height was determined by GEOID03.
 ST0553
 ST0553;                    North         East     Units Scale Factor Converg.
 ST0553;SPC MT       -   399,170.892   326,300.200   MT  0.99948357   -2 40 27.0
 ST0553;SPC MT       - 1,309,615.79  1,070,538.71   iFT  0.99948357   -2 40 27.0
 ST0553;UTM  12      - 5,294,634.958   338,530.318   MT  0.99992039   -1 35 48.9
 ST0553
 ST0553                          SUPERSEDED SURVEY CONTROL
 ST0553
 ST0553  NAD 83(1986)-  47 47 05.37544(N)    113 09 20.52283(W) AD(       ) 4
 ST0553  NAD 27      -  47 47 05.58648(N)    113 09 17.28760(W) AD(       ) 3
 ST0553
 ST0553.Superseded values are not recommended for survey control.
 ST0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0553.See file dsdata.txt to determine how the superseded data were derived.
 ST0553
 ST0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT3853094635(NAD 83)
 ST0553
 ST0553  HISTORY     - Date     Condition        Report By
 ST0553  HISTORY     - 1940     MONUMENTED       CGS
 ST0553
 ST0553                          STATION DESCRIPTION
 ST0553
 ST0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0553'BUNGALOW MOUNTAIN FOREST SERVICE LOOKOUT HOUSE IS IN THE
 ST0553'FLATHEAD NATIONAL FOREST ON THE HIGHEST POINT OF A TIMBERED
 ST0553'MOUNTAIN, 10 MILES W OF GATES PARK GUARD STATION (LEWIS AND CLARK
 ST0553'NATIONAL FOREST), 19 MILES N OF BIG PRAIRIE RANGER STATION,
 ST0553'19 MILES SE OF SPOTTED BEAR RANGER STATION AND 4-1/2 MILES W OF
 ST0553'THE CONTINENTAL DIVIDE WHICH IS THE BOUNDARY OF THE
 ST0553'FLATHEAD-LEWIS AND CLARK NATIONAL FORESTS.  THE CENTER OF THE
 ST0553'HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0568 ***********************************************************************
 ST0568  DESIGNATION -  BUNKER LOOKOUT
 ST0568  PID         -  ST0568
 ST0568  STATE/COUNTY-  MT/FLATHEAD
 ST0568  USGS QUAD   -  MEADOW CREEK (1994)
 ST0568
 ST0568                         *CURRENT SURVEY CONTROL
 ST0568  ___________________________________________________________________
 ST0568* NAD 83(1992)-  47 49 31.26297(N)    113 29 55.40365(W)     ADJUSTED  
 ST0568* NAVD 88     -                                                        
 ST0568  ___________________________________________________________________
 ST0568  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 ST0568  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0568
 ST0568  HORZ ORDER  -  THIRD
 ST0568
 ST0568.The horizontal coordinates were established by classical geodetic methods
 ST0568.and adjusted by the National Geodetic Survey in July 1992..
 ST0568
 ST0568
 ST0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0568
 ST0568.The geoid height was determined by GEOID03.
 ST0568
 ST0568;                    North         East     Units Scale Factor Converg.
 ST0568;SPC MT       -   404,923.600   300,869.751   MT  0.99949339   -2 55 30.3
 ST0568;SPC MT       - 1,328,489.50    987,105.48   iFT  0.99949339   -2 55 30.3
 ST0568;UTM  12      - 5,299,912.098   312,984.017   MT  1.00002979   -1 51 08.4
 ST0568
 ST0568                          SUPERSEDED SURVEY CONTROL
 ST0568
 ST0568  NAD 83(1986)-  47 49 31.27452(N)    113 29 55.39418(W) AD(       ) 4
 ST0568  NAD 27      -  47 49 31.48370(N)    113 29 52.09201(W) AD(       ) 3
 ST0568
 ST0568.Superseded values are not recommended for survey control.
 ST0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0568.See file dsdata.txt to determine how the superseded data were derived.
 ST0568
 ST0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT1298499912(NAD 83)
 ST0568
 ST0568  HISTORY     - Date     Condition        Report By
 ST0568  HISTORY     - 1940     MONUMENTED       CGS
 ST0568
 ST0568                          STATION DESCRIPTION
 ST0568
 ST0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0568'BUNKER FOREST SERVICE LOOKOUT HOUSE IS LOCATED IN THE FLATHEAD
 ST0568'NATIONAL FOREST ON A BARE N-S RIDGE, 7 MILES S OF SPOTTED BEAR
 ST0568'RANGER STATION, AND 4 MILES W OF THE S FORK FLATHEAD RIVER.
 ST0568'THE CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0515 ***********************************************************************
 SQ0515  DESIGNATION -  BURGER
 SQ0515  PID         -  SQ0515
 SQ0515  STATE/COUNTY-  MT/VALLEY
 SQ0515  USGS QUAD   -  BOMBER COULEE (1985)
 SQ0515
 SQ0515                         *CURRENT SURVEY CONTROL
 SQ0515  ___________________________________________________________________
 SQ0515* NAD 83(1992)-  47 53 17.28804(N)    106 45 20.14726(W)     ADJUSTED  
 SQ0515* NAVD 88     -       856.2    (meters)    2809.     (feet)  VERTCON   
 SQ0515  ___________________________________________________________________
 SQ0515  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 SQ0515  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SQ0515
 SQ0515  HORZ ORDER  -  THIRD
 SQ0515
 SQ0515.The horizontal coordinates were established by classical geodetic methods
 SQ0515.and adjusted by the National Geodetic Survey in July 1992..
 SQ0515
 SQ0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0515
 SQ0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0515
 SQ0515.The geoid height was determined by GEOID03.
 SQ0515
 SQ0515;                    North         East     Units Scale Factor Converg.
 SQ0515;SPC MT       -   407,857.264   805,101.817   MT  0.99950961   +2 00 27.2
 SQ0515;SPC MT       - 1,338,114.38  2,641,410.16   iFT  0.99950961   +2 00 27.2
 SQ0515;UTM  13      - 5,305,358.887   368,759.578   MT  0.99981165   -1 18 09.2
 SQ0515
 SQ0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0515!SPC MT       -   0.99986839  x   0.99950961  =   0.99937806
 SQ0515!UTM  13      -   0.99986839  x   0.99981165  =   0.99968006
 SQ0515
 SQ0515:                Primary Azimuth Mark                     Grid Az
 SQ0515:SPC MT       -  BROWNING                                 219 53 35.3
 SQ0515:UTM  13      -  BROWNING                                 223 12 11.7
 SQ0515
 SQ0515|---------------------------------------------------------------------|
 SQ0515| PID    Reference Object                     Distance      Geod. Az  |
 SQ0515|                                                           dddmmss.s |
 SQ0515| SQ0196 BROWNING                            APPROX. 7.8 KM 2215402.5 |
 SQ0515|---------------------------------------------------------------------|
 SQ0515
 SQ0515                          SUPERSEDED SURVEY CONTROL
 SQ0515
 SQ0515  NAD 83(1986)-  47 53 17.28465(N)    106 45 20.13532(W) AD(       ) 3
 SQ0515  NAD 27      -  47 53 17.24444(N)    106 45 17.91688(W) AD(       ) 3
 SQ0515  NGVD 29 (07/19/86)  855.6    (m)         2807.     (f) VERT ANG       
 SQ0515
 SQ0515.Superseded values are not recommended for survey control.
 SQ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0515.See file dsdata.txt to determine how the superseded data were derived.
 SQ0515
 SQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP6876005359(NAD 83)
 SQ0515_MARKER: DD = SURVEY DISK
 SQ0515_SETTING: 80 = SET IN A BOULDER
 SQ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0515+STABILITY: SURFACE MOTION
 SQ0515
 SQ0515  HISTORY     - Date     Condition        Report By
 SQ0515  HISTORY     - 1957     MONUMENTED       USGS
 SQ0515
 SQ0515                          STATION DESCRIPTION
 SQ0515
 SQ0515'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SQ0515'STATION LOCATED ABOUT 21 MI. S. OF AND 6 MI. W. OF GLASGOW,  ABOUT
 SQ0515'4 MI. SE. OF WILLOW CREEK AND 1 MI. W. OF -THE PINES RD.- IN THE NW.
 SQ0515'1/4 OF SECTION 30, T. 25 N., R.39 E., ON A PROMINIENT ROUNDED TOP NEAR
 SQ0515'THE JUNCTION OF A PROMINIENT SPUR RIDGE TO THE SE.
 SQ0515'
 SQ0515'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 SQ0515'24 AT GLASGOW, GO SE. ALONG HIGHWAY 24, 10.1 MI. TO THE JUNCTION WITH
 SQ0515'THE PINES RD., TAKE THE RIGHT FORK AND GO S. AND THEN SW. 14.5 MI. TO
 SQ0515'A T-RD. S. ON W. SIDE OF CATTLE GUARD AND SIGN ---THE PINES 12 MI.---,
 SQ0515'TURN LEFT S. AND GO 6.5 MI. TO DIM TRACK RD. TO RIGHT AT S. EDGE OF
 SQ0515'WHEAT FIELD, TURN RIGHT AND FOLLOW TRACK RD. AROUND FIELD, THRU SADDLE
 SQ0515'AND 0.5 MI. TO GATE, PASS THRU GATE AND CONTINUE NW. 0.3 MI. TO Y-RD.,
 SQ0515'TAKE RIGHT FORK THRU GATE AT 0.2 MI. AND CONTINUE AROUND HEAD OF BASIN
 SQ0515'AND BACK SOUTHWESTERLY 0.9 MI. TO SW. POINT OF RIDGE, TURN RIGHT
 SQ0515'LEAVING RD. AND FOLLOW NW. ALONG SIDE OF RIDGE AND GO UP DRAIN 0.4 MI.
 SQ0515'TO E-W. FENCE, TURN RIGHT AND UP STEEP GRADE 0.2 MI. TO TOP OF HILL,
 SQ0515'STATION IS APPROXIMATELY 50 FT. N. OF FENCE AND 70 FT. W., OF E. BROW
 SQ0515'OF TOP.
 SQ0515'
 SQ0515'STATION MARK - STANDARD TABLET CEMENTED IN IMBEDDED LIMESTONE BOULDER
 SQ0515'MEASURING 1 FT. BY  2 FT. SET FLUSH WITH GROUND, TABLET STAMPED
 SQ0515'---BURGER 1957---.
 SQ0515'
 SQ0515'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN IMBEDDED
 SQ0515'LIMESTONE BOULDER FLUSH WITH GROUND MEASURING 1 FT. BY  1 FT. SET
 SQ0515'16.97 FT. FROM THE STATION, N 71 DEG 40 MIN E.
 SQ0515'
 SQ0515'REFERENCE MARK NO.2 - A 1/2 IN STEEL REINFORCING ROD PROJECTING 0.3
 SQ0515'FT. SET 43.60 FT. FROM THE STATION, N 49 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0962 ***********************************************************************
 TN0962  DESIGNATION -  BURKE RESET
 TN0962  PID         -  TN0962
 TN0962  STATE/COUNTY-  MT/LINCOLN
 TN0962  USGS QUAD   -  NORTHWEST PEAK (1983)
 TN0962
 TN0962                         *CURRENT SURVEY CONTROL
 TN0962  ___________________________________________________________________
 TN0962* NAD 83(1992)-  48 59 14.69041(N)    115 58 18.94901(W)     ADJUSTED  
 TN0962* NAVD 88     -      2275.4    (meters)    7465.     (feet)  VERTCON   
 TN0962  ___________________________________________________________________
 TN0962  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 TN0962  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 TN0962
 TN0962  HORZ ORDER  -  THIRD
 TN0962
 TN0962.The horizontal coordinates were established by classical geodetic methods
 TN0962.and adjusted by the National Geodetic Survey in July 1992..
 TN0962
 TN0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0962
 TN0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0962
 TN0962.The geoid height was determined by GEOID03.
 TN0962
 TN0962;                    North         East     Units Scale Factor Converg.
 TN0962;SPC MT       -   546,026.330   126,860.418   MT  0.99999228   -4 44 03.3
 TN0962;SPC MT       - 1,791,424.97    416,208.72   iFT  0.99999228   -4 44 03.3
 TN0962;SPC ID W     -   813,583.913   783,757.961   MT  0.99993657   -0 10 02.9
 TN0962;UTM  11      - 5,426,565.856   575,214.005   MT  0.99966950   +0 46 32.8
 TN0962
 TN0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0962!SPC MT       -   0.99964589  x   0.99999228  =   0.99963817
 TN0962!SPC ID W     -   0.99964589  x   0.99993657  =   0.99958248
 TN0962!UTM  11      -   0.99964589  x   0.99966950  =   0.99931550
 TN0962
 TN0962:                Primary Azimuth Mark                     Grid Az
 TN0962:SPC MT       -  EWING                                    190 50 33.0
 TN0962:SPC ID W     -  EWING                                    186 16 32.6
 TN0962:UTM  11      -  EWING                                    185 19 56.9
 TN0962
 TN0962|---------------------------------------------------------------------|
 TN0962| PID    Reference Object                     Distance      Geod. Az  |
 TN0962|                                                           dddmmss.s |
 TN0962| TN0960 EWING                               APPROX. 6.5 KM 1860629.7 |
 TN0962|---------------------------------------------------------------------|
 TN0962
 TN0962                          SUPERSEDED SURVEY CONTROL
 TN0962
 TN0962  NAD 83(1986)-  48 59 14.69808(N)    115 58 18.95305(W) AD(       ) 3
 TN0962  NAD 27      -  48 59 14.87204(N)    115 58 15.24292(W) AD(       ) 3
 TN0962  NGVD 29 (07/19/86) 2274.1    (m)         7461.     (f) VERT ANG       
 TN0962
 TN0962.Superseded values are not recommended for survey control.
 TN0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0962.See file dsdata.txt to determine how the superseded data were derived.
 TN0962
 TN0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ7521426566(NAD 83)
 TN0962_MARKER: DD = SURVEY DISK
 TN0962_SETTING: 80 = SET IN A BOULDER
 TN0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0962+STABILITY: SURFACE MOTION
 TN0962
 TN0962  HISTORY     - Date     Condition        Report By
 TN0962  HISTORY     - 1934     MONUMENTED       IBC
 TN0962  HISTORY     - 1963     GOOD             USGS
 TN0962
 TN0962                          STATION DESCRIPTION
 TN0962
 TN0962'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1934
 TN0962'STATION MARK--THE ORIGINAL MARK, A NAIL IN A FIR STUMP WITH A CAIRN
 TN0962'BUILT AROUND IT, WAS FOUND INTACT IN 1934.  THIS MARK WAS ENTIRELY
 TN0962'REMOVED AND ACCURATELY REPLACED BY A 3 - INCH BRONZE DISK, BEARING
 TN0962'THE WORDS---INTERNATIONAL BOUNDARY COMMISSION---, SET WITH CEMENT IN
 TN0962'A LARGE BOULDER.
 TN0962
 TN0962                          STATION RECOVERY (1963)
 TN0962
 TN0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JTD)
 TN0962'STATION MARK- 3 INCH IBC BRONZE DISK, STAMPED -INTERNATIONAL BOUNDARY
 TN0962'COMMISION-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1484 ***********************************************************************
 SS1484  DESIGNATION -  BURNED
 SS1484  PID         -  SS1484
 SS1484  STATE/COUNTY-  MT/CHOUTEAU
 SS1484  USGS QUAD   -  PILOT ROCK (1953)
 SS1484
 SS1484                         *CURRENT SURVEY CONTROL
 SS1484  ___________________________________________________________________
 SS1484* NAD 83(1992)-  47 57 23.82698(N)    110 03 45.44654(W)     ADJUSTED  
 SS1484* NAVD 88     -       864.6    (meters)    2837.     (feet)  VERTCON   
 SS1484  ___________________________________________________________________
 SS1484  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 SS1484  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SS1484
 SS1484  HORZ ORDER  -  SECOND
 SS1484
 SS1484.The horizontal coordinates were established by classical geodetic methods
 SS1484.and adjusted by the National Geodetic Survey in July 1992..
 SS1484
 SS1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1484
 SS1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1484
 SS1484.The geoid height was determined by GEOID03.
 SS1484
 SS1484;                    North         East     Units Scale Factor Converg.
 SS1484;SPC MT       -   412,025.429   557,998.961   MT  0.99952868   -0 24 41.6
 SS1484;SPC MT       - 1,351,789.47  1,830,705.25   iFT  0.99952868   -0 24 41.6
 SS1484;UTM  12      - 5,311,903.734   569,982.316   MT  0.99966018   +0 41 46.2
 SS1484
 SS1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1484!SPC MT       -   0.99986687  x   0.99952868  =   0.99939561
 SS1484!UTM  12      -   0.99986687  x   0.99966018  =   0.99952710
 SS1484
 SS1484:                Primary Azimuth Mark                     Grid Az
 SS1484:SPC MT       -  BURNED AZ MK                             074 43 05.3
 SS1484:UTM  12      -  BURNED AZ MK                             073 36 37.5
 SS1484
 SS1484|---------------------------------------------------------------------|
 SS1484| PID    Reference Object                     Distance      Geod. Az  |
 SS1484|                                                           dddmmss.s |
 SS1484| CQ5217 BURNED AZ MK                                       0741823.7 |
 SS1484| CQ5218 BURNED RM 1                           9.685 METERS 09035     |
 SS1484| CQ5219 BURNED RM 2                          10.305 METERS 19616     |
 SS1484|---------------------------------------------------------------------|
 SS1484
 SS1484                          SUPERSEDED SURVEY CONTROL
 SS1484
 SS1484  NAD 83(1986)-  47 57 23.82389(N)    110 03 45.42734(W) AD(       ) 2
 SS1484  NAD 27      -  47 57 23.91000(N)    110 03 42.69900(W) AD(       ) 2
 SS1484  NGVD 29 (07/19/86)  863.8    (m)         2834.     (f) VERT ANG       
 SS1484
 SS1484.Superseded values are not recommended for survey control.
 SS1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1484.See file dsdata.txt to determine how the superseded data were derived.
 SS1484
 SS1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU6998211904(NAD 83)
 SS1484_MARKER: DS = TRIANGULATION STATION DISK
 SS1484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1484
 SS1484  HISTORY     - Date     Condition        Report By
 SS1484  HISTORY     - 1889     MONUMENTED       MORC
 SS1484  HISTORY     - 1949     GOOD             CGS
 SS1484  HISTORY     - 1949     GOOD             CGS
 SS1484
 SS1484                          STATION DESCRIPTION
 SS1484
 SS1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1484'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHEAST OF BIG
 SS1484'SANDY, ABOUT 1 MILE EAST OF THE MISSOURI RIVER, ON THE HIGHEST
 SS1484'POINT OF A LOW GRASSY KNOLL THAT IS SURROUNDED BY CULTIVATED
 SS1484'FIELDS, 15 FEET EAST OF THE EAST EDGE OF A LARGE HOLE THAT IS
 SS1484'APPROXIMATELY 15 FEET DEEP AND 100 FEET IN DIAMETER, AND 10.6
 SS1484'FEET EAST OF A WITNESS POST.
 SS1484'
 SS1484'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO
 SS1484'EASTERLY ON THE MAIN STREET FOR 0.2 MILE.  THEN RIGHT, SOUTHERLY,
 SS1484'FOR 1.9 MILES TO A SIDE ROAD ON THE LEFT.  KEEP RIGHT ROAD,
 SS1484'SOUTHERLY, FOR 4.85 MILES TO A FORK.  THEN RIGHT ROAD FOR 4.0
 SS1484'MILES TO A FORK.  THEN RIGHT ROAD FOR 4.8 MILES TO A FORK.  THEN
 SS1484'RIGHT ROAD FOR 0.25 MILE TO A POINT WHERE THE MAIN TRAVELED
 SS1484'ROAD TURNS TO THE RIGHT (WEST).  CONTINUE SOUTH ON A TRACK ROAD
 SS1484'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 SS1484'TURN RIGHT (ON THE NORTH SIDE OF A WIRE FENCE) FOR 0.4 MILE.
 SS1484'THEN LEFT, SOUTH, FOR 0.15 MILE.  THEN RIGHT, WEST, (ACROSS
 SS1484'A CULTIVATED FIELD) FOR ABOUT 0.1 MILE TO THE HIGHEST POINT
 SS1484'AND THE STATION AS DESCRIBED.
 SS1484'
 SS1484'THE STATION MARK IS A MISSOURI RIVER COMMISSION CAST IRON CAP,
 SS1484'UNSTAMPED, WITH A RAISED TRIANGLE NEAR ITS APPROXIMATE CENTER.
 SS1484'IT IS BOLTED TO THE TOP OF AN IRON PIPE THAT PROJECTS 8 INCHES.
 SS1484'
 SS1484'REFERENCE MARK NO. 1 IS 42 FEET EAST OF THE WITNESS POST.  IT
 SS1484'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BURNED MO.R.C. NO. 1
 SS1484'1949.
 SS1484'
 SS1484'REFERENCE MARK NO. 2 IS 15 FEET SOUTHEAST OF THE SOUTHEAST
 SS1484'EDGE OF THE LARGE HOLE.  IT PROJECTS 4 INCHES, AND THE DISK
 SS1484'IS STAMPED BURNED MO. R.C. NO. 2 1949.
 SS1484'
 SS1484'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE FROM THE STATION,
 SS1484'31 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 SS1484'TRACK ROAD, 14 FEET NORTH OF A FENCE CORNER, AND 4 FEET SOUTH
 SS1484'OF A WITNESS POST.  IT PROJECTS 8 INCHES, AND THE DISK IS
 SS1484'STAMPED BURNED MO. R.C. 1949.
 SS1484'
 SS1484'THE AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 SS1484'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SS1484'
 SS1484'A FOUR FOOT WOODEN STAND AT BURNED (MO.RC) WILL SEE A FOUR FOOT
 SS1484'WOODEN STAND AT SHEEP AND A FOUR FOOT WOODEN STAND AT DOME.
 SS1484
 SS1484                          STATION RECOVERY (1949)
 SS1484
 SS1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 SS1484'STATION MARK--A MORC CAST IRON CAP, UNSTAMPED, WITH A RAISED TRIANGLE
 SS1484'NEAR ITS APPROXIMATE CENTER.  IT IS BOLTED TO THE TOP OF AN IRON PIPE,
 SS1484'PROJECTING 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0633 ***********************************************************************
 QW0633  DESIGNATION -  BURNS
 QW0633  PID         -  QW0633
 QW0633  STATE/COUNTY-  MT/SWEET GRASS
 QW0633  USGS QUAD   -  PACKSADDLE BUTTE (1981)
 QW0633
 QW0633                         *CURRENT SURVEY CONTROL
 QW0633  ___________________________________________________________________
 QW0633* NAD 83(1992)-  45 38 24.35017(N)    109 50 54.28209(W)     ADJUSTED  
 QW0633* NAVD 88     -      1783.4    (meters)    5851.     (feet)  VERTCON   
 QW0633  ___________________________________________________________________
 QW0633  LAPLACE CORR-          -8.88  (seconds)                    DEFLEC99
 QW0633  GEOID HEIGHT-         -10.73  (meters)                     GEOID03
 QW0633
 QW0633  HORZ ORDER  -  THIRD
 QW0633
 QW0633.The horizontal coordinates were established by classical geodetic methods
 QW0633.and adjusted by the National Geodetic Survey in July 1992..
 QW0633
 QW0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0633
 QW0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0633
 QW0633.The geoid height was determined by GEOID03.
 QW0633
 QW0633;                    North         East     Units Scale Factor Converg.
 QW0633;SPC MT       -   154,551.691   572,845.319   MT  0.99967613   -0 15 17.5
 QW0633;SPC MT       -   507,059.35  1,879,413.78   iFT  0.99967613   -0 15 17.5
 QW0633;UTM  12      - 5,054,705.968   589,746.388   MT  0.99969902   +0 49 24.2
 QW0633
 QW0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0633!SPC MT       -   0.99972217  x   0.99967613  =   0.99939839
 QW0633!UTM  12      -   0.99972217  x   0.99969902  =   0.99942127
 QW0633
 QW0633:                Primary Azimuth Mark                     Grid Az
 QW0633:SPC MT       -  KING                                     286 41 40.2
 QW0633:UTM  12      -  KING                                     285 36 58.5
 QW0633
 QW0633|---------------------------------------------------------------------|
 QW0633| PID    Reference Object                     Distance      Geod. Az  |
 QW0633|                                                           dddmmss.s |
 QW0633| QW0635 KING                                APPROX.11.9 KM 2862622.7 |
 QW0633|---------------------------------------------------------------------|
 QW0633
 QW0633                          SUPERSEDED SURVEY CONTROL
 QW0633
 QW0633  NAD 83(1986)-  45 38 24.34615(N)    109 50 54.26713(W) AD(       ) 3
 QW0633  NAD 27      -  45 38 24.56177(N)    109 50 51.62287(W) AD(       ) 3
 QW0633  NGVD 29 (07/19/86) 1782.3    (m)         5847.     (f) VERT ANG       
 QW0633
 QW0633.Superseded values are not recommended for survey control.
 QW0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0633.See file dsdata.txt to determine how the superseded data were derived.
 QW0633
 QW0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR8974654706(NAD 83)
 QW0633_MARKER: DD = SURVEY DISK
 QW0633_SETTING: 66 = SET IN ROCK OUTCROP
 QW0633_SP_SET: SET IN ROCK OUTCROP
 QW0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0633+STABILITY: POSITION/ELEVATION WELL
 QW0633
 QW0633  HISTORY     - Date     Condition        Report By
 QW0633  HISTORY     - 1952     MONUMENTED       USGS
 QW0633
 QW0633                          STATION DESCRIPTION
 QW0633
 QW0633'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0633'LOCATED ABOUT 10.0 MI. AIR SW. OF GREYCLIFF, MONTANA, ON POINT OF
 QW0633'RIDGE.
 QW0633'
 QW0633'TO REACH FROM GREYCLIFF, DRIVE E. ON U.S. HIGHWAY 10 FOR 0.7 MI.
 QW0633'-TEXACO SIGN ON LEFT-, TURN RIGHT UP CANYON RD. FOR 3.6 MI. TO BURNS
 QW0633'RANCH, CONTINUE SOUTHWARD, FOLLOWING RIDGE RD.FOR 7.2 MI. TO A ROUNDED
 QW0633'TOP WITH SCATTERED TIMBER AND STATION SITE.
 QW0633'
 QW0633'STATION MARK - STANDARD TABLET, STAMPED ---BURNS 1952---, CEMENTED IN
 QW0633'ROCK.
 QW0633'
 QW0633'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0946 ***********************************************************************
 TO0946  DESIGNATION -  BURNT
 TO0946  PID         -  TO0946
 TO0946  STATE/COUNTY-  MT/LINCOLN
 TO0946  USGS QUAD   -  BENNING MOUNTAIN (1996)
 TO0946
 TO0946                         *CURRENT SURVEY CONTROL
 TO0946  ___________________________________________________________________
 TO0946* NAD 83(1992)-  48 21 18.16612(N)    116 00 25.87715(W)     ADJUSTED  
 TO0946* NAVD 88     -      1921.8    (meters)    6305.     (feet)  VERTCON   
 TO0946  ___________________________________________________________________
 TO0946  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 TO0946  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 TO0946
 TO0946  HORZ ORDER  -  FIRST
 TO0946
 TO0946.The horizontal coordinates were established by classical geodetic methods
 TO0946.and adjusted by the National Geodetic Survey in July 1992..
 TO0946
 TO0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0946
 TO0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0946
 TO0946.The geoid height was determined by GEOID03.
 TO0946
 TO0946;                    North         East     Units Scale Factor Converg.
 TO0946;SPC MT       -   476,173.616   118,454.347   MT  0.99966851   -4 45 36.1
 TO0946;SPC MT       - 1,562,249.40    388,629.75   iFT  0.99966851   -4 45 36.1
 TO0946;SPC ID W     -   743,275.400   780,940.586   MT  0.99993779   -0 11 31.9
 TO0946;UTM  11      - 5,356,239.560   573,549.293   MT  0.99966646   +0 44 31.0
 TO0946
 TO0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0946!SPC MT       -   0.99970141  x   0.99966851  =   0.99937002
 TO0946!SPC ID W     -   0.99970141  x   0.99993779  =   0.99963922
 TO0946!UTM  11      -   0.99970141  x   0.99966646  =   0.99936797
 TO0946
 TO0946|---------------------------------------------------------------------|
 TO0946| PID    Reference Object                     Distance      Geod. Az  |
 TO0946|                                                           dddmmss.s |
 TO0946| CH6552 BURNT RM 1                            9.943 METERS 02823     |
 TO0946| TN0941 KEELER MOUNTAIN LOOKOUT TOWER       APPROX. 9.2 KM 1144702.7 |
 TO0946| TN0934 BIG LOAF MOUNTAIN                   APPROX.26.3 KM 1192422.5 |
 TO0946| CH6553 BURNT RM 2                            9.297 METERS 13056     |
 TO0946| TO0950 LUNCH PEAK LOOKOUT                  APPROX.14.0 KM 2790615.3 |
 TO0946| TO0941 SMITH PEAK LOOKOUT TOWER            APPROX. 9.8 KM 3125914.2 |
 TO0946|---------------------------------------------------------------------|
 TO0946
 TO0946                          SUPERSEDED SURVEY CONTROL
 TO0946
 TO0946  NAD 83(1986)-  48 21 18.17889(N)    116 00 25.87576(W) AD(       ) 1
 TO0946  NAD 27      -  48 21 18.39690(N)    116 00 22.26836(W) AD(       ) 1
 TO0946  NGVD 29 (07/19/86) 1920.6    (m)         6301.     (f) VERT ANG       
 TO0946
 TO0946.Superseded values are not recommended for survey control.
 TO0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0946.See file dsdata.txt to determine how the superseded data were derived.
 TO0946
 TO0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7354956240(NAD 83)
 TO0946_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0946_SETTING: 80 = SET IN A BOULDER
 TO0946_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TO0946
 TO0946  HISTORY     - Date     Condition        Report By
 TO0946  HISTORY     - 1960     MONUMENTED       CGS
 TO0946
 TO0946                          STATION DESCRIPTION
 TO0946
 TO0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TO0946'STATION IS ON THE HIGHEST PART OF A HIGH NORTHWEST-SOUTHEAST
 TO0946'RIDGE NEAR THE SITE OF THE OLD BURNT PEAK LOOKOUT HOUSE,
 TO0946'ABOUT 7 MILES SOUTH AND 5-1/2 MILES WEST OF TROY, 6-1/2 MILES
 TO0946'NORTH AND 3 MILES WEST OF SPAR LAKE, 20-1/2 MILES WEST AND
 TO0946'2-1/2 MILES SOUTH OF LIBBY, 2 MILES EAST OF THE IDAHO-MONTANA
 TO0946'STATE LINE AND IS NEAR THE NORTH SIDE OF THE NORTHWEST 1/4
 TO0946'OF SECTION 19, T 30 N, R 34 W.
 TO0946'
 TO0946'THIS STATION WAS REACHED BY HELICOPTER.  IT CAN ALSO BE REACHED
 TO0946'BY TRUCK AND BACK PACK.  TO REACH FROM TROY, GO SOUTHEAST ON
 TO0946'U.S. HIGHWAY 2 FOR ABOUT 2 MILES TO LAKE CREEK, THEN SOUTH
 TO0946'ALONG LAKE CREEK FOR ABOUT 7 MILES TO KEELER CREEK, THEN
 TO0946'WESTERLY ALONG THE NORTH FORK OF KEELER CREEK FOR ABOUT 6
 TO0946'MILES TO THE END OF TRUCK TRAVEL.  PACK SOUTHWEST UP STEEP
 TO0946'MOUNTAIN FOR ABOUT 1/2 MILE TO THE HIGHEST POINT NEAR THE SITE
 TO0946'OF THE BURNT PEAK LOOKOUT HOUSE AND STATION.
 TO0946'
 TO0946'STATION MARK IS A STANDARD DISK, STAMPED BURNT 1959, CEMENTED
 TO0946'IN A DRILL HOLE IN A 5 X 3 FOOT BOULDER FLUSH WITH THE GROUND.
 TO0946'IT IS 33 FEET SOUTH OF THE EAST CORNER OF AN OLD LOOKOUT
 TO0946'CABIN AND 26 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF
 TO0946'THE CABIN.
 TO0946'
 TO0946'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURNT NO 1 1959,
 TO0946'CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT BOULDER PROJECTING
 TO0946'6 INCHES.  IT IS 11 FEET EAST OF THE EAST CORNER OF THE CABIN
 TO0946'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TO0946'
 TO0946'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURNT NO 2 1959,
 TO0946'CEMENTED IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER PROJECTING
 TO0946'6 INCHES.  IT IS 55 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 TO0946'CABIN AND ABOUT 3 FEET LOWER THAN THE STATION.
 TO0946'
 TO0946'NO SUITABLE PLACE FOR AN AZIMUTH MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0737 ***********************************************************************
 TJ0737  DESIGNATION -  BURNT
 TJ0737  PID         -  TJ0737
 TJ0737  STATE/COUNTY-  MT/VALLEY
 TJ0737  USGS QUAD   -  
 TJ0737
 TJ0737                         *CURRENT SURVEY CONTROL
 TJ0737  ___________________________________________________________________
 TJ0737* NAD 83(1992)-  49 00 40.14765(N)    106 32 44.79683(W)     ADJUSTED  
 TJ0737* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 TJ0737  ___________________________________________________________________
 TJ0737  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 TJ0737  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TJ0737
 TJ0737  HORZ ORDER  -  THIRD
 TJ0737
 TJ0737.The horizontal coordinates were established by classical geodetic methods
 TJ0737.and adjusted by the National Geodetic Survey in July 1992..
 TJ0737
 TJ0737.The orthometric height was scaled from a topographic map.
 TJ0737
 TJ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0737
 TJ0737.The geoid height was determined by GEOID03.
 TJ0737
 TJ0737;                    North         East     Units Scale Factor Converg.
 TJ0737;SPC MT       -   533,182.986   816,067.787   MT  1.00000688   +2 09 39.7
 TJ0737;SPC MT       - 1,749,288.01  2,677,387.75   iFT  1.00000688   +2 09 39.7
 TJ0737;UTM  13      - 5,429,846.601   386,965.118   MT  0.99975696   -1 10 01.0
 TJ0737
 TJ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0737!SPC MT       -   0.99985227  x   1.00000688  =   0.99985915
 TJ0737!UTM  13      -   0.99985227  x   0.99975696  =   0.99960926
 TJ0737
 TJ0737:                Primary Azimuth Mark                     Grid Az
 TJ0737:SPC MT       -  N 276                                    118 50 38.7
 TJ0737:UTM  13      -  N 276                                    122 10 19.4
 TJ0737
 TJ0737|---------------------------------------------------------------------|
 TJ0737| PID    Reference Object                     Distance      Geod. Az  |
 TJ0737|                                                           dddmmss.s |
 TJ0737| TJ0786 N 276                               APPROX. 2.3 KM 1210018.4 |
 TJ0737|---------------------------------------------------------------------|
 TJ0737
 TJ0737                          SUPERSEDED SURVEY CONTROL
 TJ0737
 TJ0737  NAD 83(1986)-  49 00 40.14806(N)    106 32 44.79468(W) AD(       ) 3
 TJ0737
 TJ0737.Superseded values are not recommended for survey control.
 TJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0737.See file dsdata.txt to determine how the superseded data were derived.
 TJ0737
 TJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ8696529847(NAD 83)
 TJ0737_MARKER: H = DRILL HOLE
 TJ0737_SETTING: 80 = SET IN A BOULDER
 TJ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0737+STABILITY: SURFACE MOTION
 TJ0737
 TJ0737  HISTORY     - Date     Condition        Report By
 TJ0737  HISTORY     - 1910     MONUMENTED       IBC
 TJ0737
 TJ0737                          STATION DESCRIPTION
 TJ0737
 TJ0737'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0737'NEARLY 1 MILE NORTH OF INTERNATIONAL BOUNDARY MONUMENT 504, IN NE 1/4
 TJ0737'SECTION 1, TOWNSHIP 1, RANGE 5 W, THIRD MERIDIAN.  THE STATION IS ON
 TJ0737'A HILL NEAR THE HEAD OF THE SOUTH BRANCH OF MORGAN CREEK.
 TJ0737'
 TJ0737'STATION MARK--A DRILL HOLE IN A TRIANGLE IN A GRANITE BOULDER NEARLY
 TJ0737'FLUSH WITH THE GROUND.  THE ONLY ROCK ON THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1020 ***********************************************************************
 RX1020  DESIGNATION -  BURNT MTN
 RX1020  PID         -  RX1020
 RX1020  STATE/COUNTY-  MT/GRANITE
 RX1020  USGS QUAD   -  RAVENNA (1989)
 RX1020
 RX1020                         *CURRENT SURVEY CONTROL
 RX1020  ___________________________________________________________________
 RX1020* NAD 83(1992)-  46 40 36.93057(N)    113 36 11.22695(W)     ADJUSTED  
 RX1020* NAVD 88     -      1947.3    (meters)    6389.     (feet)  VERTCON   
 RX1020  ___________________________________________________________________
 RX1020  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 RX1020  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 RX1020
 RX1020  HORZ ORDER  -  THIRD
 RX1020
 RX1020.The horizontal coordinates were established by classical geodetic methods
 RX1020.and adjusted by the National Geodetic Survey in July 1992..
 RX1020
 RX1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1020
 RX1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1020
 RX1020.The geoid height was determined by GEOID03.
 RX1020
 RX1020;                    North         East     Units Scale Factor Converg.
 RX1020;SPC MT       -   277,899.769   286,385.925   MT  0.99940970   -3 00 05.2
 RX1020;SPC MT       -   911,744.65    939,586.37   iFT  0.99940970   -3 00 05.2
 RX1020;UTM  12      - 5,172,554.283   300,910.571   MT  1.00008721   -1 53 39.8
 RX1020
 RX1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1020!SPC MT       -   0.99969703  x   0.99940970  =   0.99910691
 RX1020!UTM  12      -   0.99969703  x   1.00008721  =   0.99978421
 RX1020
 RX1020                          SUPERSEDED SURVEY CONTROL
 RX1020
 RX1020  NAD 83(1986)-  46 40 36.93746(N)    113 36 11.22933(W) AD(       ) 3
 RX1020  NGVD 29 (05/15/92) 1946.2    (m)         6385.     (f) VERT ANG       
 RX1020
 RX1020.Superseded values are not recommended for survey control.
 RX1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1020.See file dsdata.txt to determine how the superseded data were derived.
 RX1020
 RX1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS0091172554(NAD 83)
 RX1020_MARKER: DS = TRIANGULATION STATION DISK
 RX1020_SETTING: 0 = UNSPECIFIED SETTING
 RX1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1020
 RX1020  HISTORY     - Date     Condition        Report By
 RX1020  HISTORY     - 1957     MONUMENTED       USGS
 RX1020
 RX1020                          STATION DESCRIPTION
 RX1020
 RX1020'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RX1020'STATION IS LOCATED APPROXIMATELY 4.5 MI. SE. OF THE BONITA RANGER
 RX1020'STATION, 22 (AIRLINE) MI. W. OF DRUMMOND ON A MOUNTAIN AT THE HEAD
 RX1020'OF KITCHEN GULCH KNOWN LOCALLY AS BURNT MTN.  THIS MOUNTAIN IS BARE
 RX1020'ON THE S. SIDE AND TIMBERED ON ALL OTHER SIDES.
 RX1020'
 RX1020'TO REACH FROM THE JUNCTION OF ROCK CREEK ROAD AND U.S. HIGHWAY 10, GO
 RX1020'S. UP ROCK CREEK ROAD 5.8 MI. TO HANLEY RANCH AT THE MOUTH OF BABCOCK
 RX1020'GULCH.  LEAVE VEHICLE AT RANCH AND PACK UP BABCOCK GULCH ON TRAIL E.
 RX1020'AND S. TO HEAD OF GULCH ON RIDGE OVERLOOKING SPRING CREEK TO THE S.
 RX1020'PACK E. UP BARE RIDGE TO HIGHEST POINT AND STATION SITE.  A 2-1/2
 RX1020'HOUR HIKE WITH FULL PACK.  THERE ARE SEVERAL SPRINGS IN BABCOCK GULCH
 RX1020'TO USE FOR WATER ON THE WAY UP.
 RX1020'
 RX1020'STATION MARK--A USGS STANDARD TABLET SET IN A DRILL HOLE AND CEMENTED
 RX1020'IN ROCK ON HIGHEST POINT OF MOUNTAIN, STAMPED---BURNT MTN. 1957---.
 RX1020'
 RX1020'FOREST SERVICE TABLET STAMPED---KITCHEN 1949--- IS 35.4 FT., IN TRUE
 RX1020'BEARING 126 DEGREES 36 MINUTES FROM STATION MARK AND PLACED IN THE
 RX1020'GROUND UNDER SMALL PILE OF ROCK.
 RX1020'
 RX1020'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0913 ***********************************************************************
 RX0913  DESIGNATION -  BURR
 RX0913  PID         -  RX0913
 RX0913  STATE/COUNTY-  MT/POWELL
 RX0913  USGS QUAD   -  BAGGS CREEK (1996)
 RX0913
 RX0913                         *CURRENT SURVEY CONTROL
 RX0913  ___________________________________________________________________
 RX0913* NAD 83(1992)-  46 25 22.43425(N)    112 34 52.29882(W)     ADJUSTED  
 RX0913* NAVD 88     -      1964.7    (meters)    6446.     (feet)  VERTCON   
 RX0913  ___________________________________________________________________
 RX0913  LAPLACE CORR-          11.17  (seconds)                    DEFLEC99
 RX0913  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 RX0913
 RX0913  HORZ ORDER  -  SECOND
 RX0913
 RX0913.The horizontal coordinates were established by classical geodetic methods
 RX0913.and adjusted by the National Geodetic Survey in July 1992..
 RX0913
 RX0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0913
 RX0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0913
 RX0913.The geoid height was determined by GEOID03.
 RX0913
 RX0913;                    North         East     Units Scale Factor Converg.
 RX0913;SPC MT       -   246,117.122   363,337.888   MT  0.99944522   -2 15 14.1
 RX0913;SPC MT       -   807,470.87  1,192,053.44   iFT  0.99944522   -2 15 14.1
 RX0913;UTM  12      - 5,142,250.839   378,501.343   MT  0.99978146   -1 08 44.3
 RX0913
 RX0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0913!SPC MT       -   0.99969411  x   0.99944522  =   0.99913950
 RX0913!UTM  12      -   0.99969411  x   0.99978146  =   0.99947563
 RX0913
 RX0913|---------------------------------------------------------------------|
 RX0913| PID    Reference Object                     Distance      Geod. Az  |
 RX0913|                                                           dddmmss.s |
 RX0913| CN4059 BURR RM 1                            12.978 METERS 04218     |
 RX0913| CN4058 BURR AZ MK                                         2642407.8 |
 RX0913| CN4060 BURR RM 2                             8.291 METERS 31441     |
 RX0913| RX0951 MONTANA POWER PAULEY MICROWAVE      APPROX.12.3 KM 3245607.2 |
 RX0913|---------------------------------------------------------------------|
 RX0913
 RX0913                          SUPERSEDED SURVEY CONTROL
 RX0913
 RX0913  NAD 83(1986)-  46 25 22.43587(N)    112 34 52.29393(W) AD(       ) 2
 RX0913  NAD 27      -  46 25 22.69200(N)    112 34 49.19100(W) AD(       ) 2
 RX0913  NGVD 29 (07/19/86) 1963.4    (m)         6442.     (f) VERT ANG       
 RX0913
 RX0913.Superseded values are not recommended for survey control.
 RX0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0913.See file dsdata.txt to determine how the superseded data were derived.
 RX0913
 RX0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS7850142251(NAD 83)
 RX0913_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RX0913_SETTING: 80 = SET IN A BOULDER
 RX0913_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RX0913
 RX0913  HISTORY     - Date     Condition        Report By
 RX0913  HISTORY     - 1956     MONUMENTED       CGS
 RX0913  HISTORY     - 1956     GOOD             USGS
 RX0913
 RX0913                          STATION DESCRIPTION
 RX0913
 RX0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0913'THE STATION IS LOCATED ON THE SUMMIT OF A GRASSY KNOLL AND LIES
 RX0913'ABOUT 13 MILES SOUTH OF AVON, ABOUT 10 MILES SOUTH-SOUTHWEST OF
 RX0913'ELLISTON, ABOUT 7 MILES EAST OF DEER LODGE AND 225 FEET SOUTH
 RX0913'OF THE TIMBER WHICH GROWS ON THE NORTH SLOPE OF THE KNOLL.
 RX0913'
 RX0913'TO REACH FROM THE POWELL COUNTY COURTHOUSE AT DILLON.  GO EAST ON
 RX0913'MISSOURI AVENUE FOR 0.6 MILE.  TURN RIGHT, ONTO A GRADED ROAD
 RX0913'AND GO NORTH AND EAST FOR 4.4 MILES.  TURN LEFT, AS PER THE SIGN
 RX0913'READING HEAD OF BAGGS CREEK, AND GO NORTH FOR 0.1 MILE.  PASS
 RX0913'THROUGH A POLE GATE AND GO EASTERLY FOR 2.0 MILES.  TURN LEFT,
 RX0913'PASS THROUGH A POLE GATE, AND GO NORTHERLY FOR 0.6 MILE.  TURN
 RX0913'RIGHT, ONTO A TRACK ROAD, AND GO NORTHEAST FOR 1.0 MILE TO THE
 RX0913'AZIMUTH MARK ON THE RIGHT HAND SIDE OF THE ROAD.  CONTINUE
 RX0913'NORTH AND EAST FOR 1.0 MILE.  BEAR TO THE LEFT AND GO NORTH,
 RX0913'ACROSS COUNTRY FOR 0.2 MILE TO THE SUMMIT OF THE GRASSY
 RX0913'KNOLL AND THE STATION.
 RX0913'
 RX0913'THE STATION MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 RX0913'BURR 1956.
 RX0913'
 RX0913'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 RX0913'THE DISK IS STAMPED BURR NO 1 1956.
 RX0913'
 RX0913'REFERENCE MARK 2 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RX0913'BURR NO 2 1956.
 RX0913'
 RX0913'THE AZIMUTH MARK IS ABOUT 150 FEET EAST OF A TRACK ROAD, 47
 RX0913'FEET NORTH OF A TWIN PINE TREE (LONE) AND 2 FEET EAST OF A 4 IN
 RX0913'BY 4 IN WITNESS POST.  IT PROJECTS 18 INCHES, AND THE DISK IS
 RX0913'STAMPED BURR 1956.
 RX0913
 RX0913                          STATION RECOVERY (1956)
 RX0913
 RX0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RX0913'PRIMARY REFERENCE IN ERROR.  IN SECOND PARAGRAPH, SHOULD READ--TO
 RX0913'REACH FROM POWELL COUNTY COURTHOUSE AT DEER LODGE, GO E. ON MISSOURI
 RX0913'AVENUE FOR 0.6 MI., TURN LEFT ONTO GRADED RD., ETC.
 RX0913'
 RX0913'REMAINDER OF NGS DESCRIPTION (1956) IS GOOD.
 RX0913'
 RX0913'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---BURR 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0422 ***********************************************************************
 QV0422  DESIGNATION -  BUSBY BUTTE
 QV0422  PID         -  QV0422
 QV0422  STATE/COUNTY-  MT/BIG HORN
 QV0422  USGS QUAD   -  BUSBY (1978)
 QV0422
 QV0422                         *CURRENT SURVEY CONTROL
 QV0422  ___________________________________________________________________
 QV0422* NAD 83(1992)-  45 30 04.39440(N)    106 52 34.36298(W)     ADJUSTED  
 QV0422* NAVD 88     -      1385.7    (meters)    4546.     (feet)  VERTCON   
 QV0422  ___________________________________________________________________
 QV0422  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 QV0422  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 QV0422
 QV0422  HORZ ORDER  -  THIRD
 QV0422
 QV0422.The horizontal coordinates were established by classical geodetic methods
 QV0422.and adjusted by the National Geodetic Survey in July 1992..
 QV0422
 QV0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0422
 QV0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0422
 QV0422.The geoid height was determined by GEOID03.
 QV0422
 QV0422;                    North         East     Units Scale Factor Converg.
 QV0422;SPC MT       -   142,494.138   804,973.313   MT  0.99973613   +1 55 09.5
 QV0422;SPC MT       -   467,500.45  2,640,988.56   iFT  0.99973613   +1 55 09.5
 QV0422;UTM  13      - 5,040,344.217   353,421.152   MT  0.99986416   -1 20 18.5
 QV0422
 QV0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0422!SPC MT       -   0.99978510  x   0.99973613  =   0.99952129
 QV0422!UTM  13      -   0.99978510  x   0.99986416  =   0.99964929
 QV0422
 QV0422                          SUPERSEDED SURVEY CONTROL
 QV0422
 QV0422  NAD 83(1986)-  45 30 04.37974(N)    106 52 34.34878(W) AD(       ) 3
 QV0422  NGVD 29 (02/04/91) 1384.9    (m)         4544.     (f) VERT ANG       
 QV0422
 QV0422.Superseded values are not recommended for survey control.
 QV0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0422.See file dsdata.txt to determine how the superseded data were derived.
 QV0422
 QV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL5342140344(NAD 83)
 QV0422_MARKER: DS = TRIANGULATION STATION DISK
 QV0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0422+STABILITY: SURFACE MOTION
 QV0422
 QV0422  HISTORY     - Date     Condition        Report By
 QV0422  HISTORY     - 1957     MONUMENTED       USGS
 QV0422
 QV0422                          STATION DESCRIPTION
 QV0422
 QV0422'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0422'ABOUT 2 MI. S. AND 5.0 MI. E. OF BUSBY ON THE TONGUE RIVER NORTHERN
 QV0422'CHEYENNE INDIAN RESERVATION, PROBABLY IN SEC. 12, T 4 S, R 39 E.
 QV0422'STATION IS ON A PROMINENT SPARSELEY TIMBERED HILL KNOWN AS --BUSBY
 QV0422'BUTTE-- ON THE HIGHEST PART.
 QV0422'
 QV0422'TO REACH FROM BUSBY POST OFFICE, DRIVE 0.3 MI. NE. ALONG STATE HIGHWAY
 QV0422'8 TO THE BUSBY CREEK ROAD ON THE RIGHT, TURN RIGHT AND DRIVE 4.0 MI.
 QV0422'TO A Y-RD. FORKS WITH A RANCH RD. LEADING SE. ALONG DRY CREEK.  TURN
 QV0422'LEFT AT FORKS AND CONTINUE ON RANCH RD. 3.3 MI. UNTIL APPROACHING N-S.
 QV0422'RIDGE TOP AND DIM RD. FORKS, TURN LEFT AND CONTINUE 3.4 MI. ALONG
 QV0422'RIDGE FORMATION TO BASE OF ROUND BUTTE, TURN LEFT AND DRIVE 0.1 MI.
 QV0422'TO TOP OF BUTTE AND STATION.
 QV0422'
 QV0422'STATION MARK--STANDARD TABLET STAMPED---BUSBY BUTTE 1957--- SET IN
 QV0422'CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0561 ***********************************************************************
 SQ0561  DESIGNATION -  BUSH
 SQ0561  PID         -  SQ0561
 SQ0561  STATE/COUNTY-  MT/GARFIELD
 SQ0561  USGS QUAD   -  GERMAINE COULEE WEST (1965)
 SQ0561
 SQ0561                         *CURRENT SURVEY CONTROL
 SQ0561  ___________________________________________________________________
 SQ0561* NAD 83(1992)-  47 24 45.97110(N)    107 54 13.75503(W)     ADJUSTED  
 SQ0561* NAVD 88     -       771.44   (+/-2cm)    2531.0    (feet)  VERTCON   
 SQ0561  ___________________________________________________________________
 SQ0561  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 SQ0561  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 SQ0561
 SQ0561  HORZ ORDER  -  THIRD
 SQ0561  VERT ORDER  -  THIRD ? (See Below)
 SQ0561
 SQ0561.The horizontal coordinates were established by classical geodetic methods
 SQ0561.and adjusted by the National Geodetic Survey in July 1992..
 SQ0561
 SQ0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0561.The vertical order pertains to the NGVD 29 superseded value.
 SQ0561
 SQ0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0561
 SQ0561.The geoid height was determined by GEOID03.
 SQ0561
 SQ0561;                    North         East     Units Scale Factor Converg.
 SQ0561;SPC MT       -   352,666.180   720,382.327   MT  0.99941699   +1 10 03.4
 SQ0561;SPC MT       - 1,157,041.27  2,363,459.08   iFT  0.99941699   +1 10 03.4
 SQ0561;UTM  13      - 5,255,123.889   280,949.099   MT  1.00018972   -2 08 19.6
 SQ0561
 SQ0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0561!SPC MT       -   0.99988146  x   0.99941699  =   0.99929852
 SQ0561!UTM  13      -   0.99988146  x   1.00018972  =   1.00007116
 SQ0561
 SQ0561:                Primary Azimuth Mark                     Grid Az
 SQ0561:SPC MT       -  RIVERS                                   260 00 22.3
 SQ0561:UTM  13      -  RIVERS                                   263 18 45.3
 SQ0561
 SQ0561|---------------------------------------------------------------------|
 SQ0561| PID    Reference Object                     Distance      Geod. Az  |
 SQ0561|                                                           dddmmss.s |
 SQ0561| SQ0562 RIVERS                              APPROX. 3.2 KM 2611025.7 |
 SQ0561|---------------------------------------------------------------------|
 SQ0561
 SQ0561                          SUPERSEDED SURVEY CONTROL
 SQ0561
 SQ0561  NAD 83(1986)-  47 24 45.96557(N)    107 54 13.73865(W) AD(       ) 3
 SQ0561  NAD 27      -  47 24 45.97300(N)    107 54 11.33900(W) AD(       ) 3
 SQ0561  NGVD 29 (07/19/86)  770.73   (m)         2528.6    (f) LEVELING    3  
 SQ0561
 SQ0561.Superseded values are not recommended for survey control.
 SQ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0561.See file dsdata.txt to determine how the superseded data were derived.
 SQ0561
 SQ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN8094955124(NAD 83)
 SQ0561_MARKER: P = PIPE CAP
 SQ0561_SETTING: 0 = UNSPECIFIED SETTING
 SQ0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0561
 SQ0561  HISTORY     - Date     Condition        Report By
 SQ0561  HISTORY     - 1937     MONUMENTED       USE
 SQ0561
 SQ0561                          STATION DESCRIPTION
 SQ0561
 SQ0561'DESCRIBED BY US ENGINEERS 1937
 SQ0561'THE STATION IS IN GARFIELD COUNTY ON THE RIGHT TANK OF THE
 SQ0561'MUSSELSHELL RIVER AND NEAR THE SECTION LINE BETWEEN SECTIONS
 SQ0561'16 AND 17, T. 19 N., R. 30 E.  THE STATION IS ABOUT 3 MILES SOUTH
 SQ0561'AND 1/2 MILE EAST OF THE MOUTH OF MUSSELSHELL RIVER, 2 MILES
 SQ0561'SOUTHEAST OF THE MOUTH OF CROOKED CREEK NEARLY 3 MILES NORTHEAST
 SQ0561'OF THE MOUTH OF ALKALI CREEK AND 1/2 MILE EAST OF THE
 SQ0561'MUSSELSHELL RIVER, BEING ON A HIGH ROUND-TOPPED SHALE HILL.  THE
 SQ0561'STATION IS ON THE HIGHEST GROUND IN THE VICINITY.
 SQ0561'
 SQ0561'THE STATION WILL BE VERY NEARLY ACCESSIBLE BY AUTOMOBILE DURING
 SQ0561'PERIODS OF LOW RESERVOIR STORAGE.  TO REACH STATION, PROCEED
 SQ0561'FROM BERVIE PAST THE MUSSELSHELL FERRY CROSSING, THENCE UP THE
 SQ0561'MUSSELSHELL VALLEY, A DISTANCE OF ABOUT 4 MILES.  AT THIS
 SQ0561'POINT TURN LEFT LEAVING MAIN ROAD AND PROCEED EAST ALONG DIM
 SQ0561'TRAIL TO THE WEST BANK OF THE MUSSELSHELL RIVER.  FROM THIS
 SQ0561'POINT PROCEED ON FOOT ACROSS RIVER AND UP STOCK TRAIL TO TOP OF
 SQ0561'HIGH GROUND AND STATION.
 SQ0561'
 SQ0561'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0561'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0592 ***********************************************************************
 QY0592  DESIGNATION -  BUTCH
 QY0592  PID         -  QY0592
 QY0592  STATE/COUNTY-  MT/BEAVERHEAD
 QY0592  USGS QUAD   -  BUTCH HILL (1978)
 QY0592
 QY0592                         *CURRENT SURVEY CONTROL
 QY0592  ___________________________________________________________________
 QY0592* NAD 83(1992)-  45 21 06.73780(N)    113 18 41.79463(W)     ADJUSTED  
 QY0592* NAVD 88     -      2487.1    (meters)    8160.     (feet)  VERTCON   
 QY0592  ___________________________________________________________________
 QY0592  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 QY0592  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 QY0592
 QY0592  HORZ ORDER  -  FIRST
 QY0592
 QY0592.The horizontal coordinates were established by classical geodetic methods
 QY0592.and adjusted by the National Geodetic Survey in July 1992..
 QY0592
 QY0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0592
 QY0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0592
 QY0592.The geoid height was determined by GEOID03.
 QY0592
 QY0592;                    North         East     Units Scale Factor Converg.
 QY0592;SPC MT       -   129,730.574   301,487.306   MT  0.99980701   -2 47 17.6
 QY0592;SPC MT       -   425,625.24    989,131.58   iFT  0.99980701   -2 47 17.6
 QY0592;UTM  12      - 5,024,639.434   318,928.920   MT  1.00000314   -1 38 42.0
 QY0592
 QY0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0592!SPC MT       -   0.99961213  x   0.99980701  =   0.99941921
 QY0592!UTM  12      -   0.99961213  x   1.00000314  =   0.99961527
 QY0592
 QY0592:                Primary Azimuth Mark                     Grid Az
 QY0592:SPC MT       -  BALDY 2                                  091 32 07.2
 QY0592:UTM  12      -  BALDY 2                                  090 23 31.6
 QY0592
 QY0592|---------------------------------------------------------------------|
 QY0592| PID    Reference Object                     Distance      Geod. Az  |
 QY0592|                                                           dddmmss.s |
 QY0592| QY0579 BALDY 2                             APPROX.22.3 KM 0884449.6 |
 QY0592| CN4065 BUTCH RM 1                            9.620 METERS 10053     |
 QY0592| CN4064 BUTCH AZ MK                                        1775655.8 |
 QY0592| CN4066 BUTCH RM 2                           10.153 METERS 22455     |
 QY0592|---------------------------------------------------------------------|
 QY0592
 QY0592                          SUPERSEDED SURVEY CONTROL
 QY0592
 QY0592  NAD 83(1986)-  45 21 06.73653(N)    113 18 41.79170(W) AD(       ) 1
 QY0592  NAD 27      -  45 21 07.01000(N)    113 18 38.60600(W) AD(       ) 1
 QY0592  NGVD 29 (07/19/86) 2485.7    (m)         8155.     (f) VERT ANG       
 QY0592
 QY0592.Superseded values are not recommended for survey control.
 QY0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0592.See file dsdata.txt to determine how the superseded data were derived.
 QY0592
 QY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR1892924639(NAD 83)
 QY0592_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0592_SETTING: 80 = SET IN A BOULDER
 QY0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0592+STABILITY: SURFACE MOTION
 QY0592
 QY0592  HISTORY     - Date     Condition        Report By
 QY0592  HISTORY     - 1956     MONUMENTED       CGS
 QY0592  HISTORY     - 1960     GOOD             USGS
 QY0592
 QY0592                          STATION DESCRIPTION
 QY0592
 QY0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0592'THE STATION IS ABOUT 5 MILES EAST AND 18 MILES SOUTH OF WISDOM,
 QY0592'4-1/2 MILES EAST-SOUTHEAST OF JACKSON, 22 FEET SOUTHEAST OF A
 QY0592'CAIRN AND 10 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 QY0592'IT IS ON A HILL LOCALLY KNOWN AS BUTCH HILL.
 QY0592'
 QY0592'TO REACH THE STATION FROM THE POST OFFICE IN JACKSON, GO SOUTH
 QY0592'ON GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT, TURN
 QY0592'LEFT ON THE SIDE ROAD AND GO EAST FOR 1 MILE TO A CATTLE GUARD,
 QY0592'CONTINUE EAST (CROSSING THE CATTLE GUARD) FOR 0.3 MILE TO A GATE,
 QY0592'PASS THROUGH THE GATE (TAKE THE RIGHT ROAD) AND GO SOUTHEAST
 QY0592'AND EAST FOR 1.7 MILES TO THE TOP OF THE HILL AND A SALT LICK
 QY0592'ON THE LEFT, TURN LEFT ON A DIM TRACK ROAD AND GO NORTHEAST
 QY0592'FOR 0.5 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 QY0592'EAST FOR 1.35 MILES TO A GATE, PASS THROUGH THE GATE AND
 QY0592'CONTINUE EAST FOR 0.5 MILE TO OLD WATERING TROUGHS ON THE LEFT,
 QY0592'TURN RIGHT AND GO SOUTH ALONG THE WEST EDGE OF THE TIMBER
 QY0592'FOR 1.2 MILES, TURN LEFT AND GO EAST TO THE TOP OF THE
 QY0592'RIDGE AND THE AZIMUTH MARK AS DESCRIBED, TURN LEFT AND GO
 QY0592'NORTH FOR 0.15 MILE TO THE STATION.
 QY0592'
 QY0592'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE BOULDER,
 QY0592'AND THE DISK IS STAMPED BUTCH 1956.
 QY0592'
 QY0592'REFERENCE MARK 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QY0592'BUTCH NO 1 1956.
 QY0592'
 QY0592'REFERENCE MARK 2 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QY0592'BUTCH NO 2 1956.
 QY0592'
 QY0592'THE AZIMUTH MARK IS 2 FEET NORTH OF A 4 IN X 4 IN WHITE
 QY0592'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE BOULDER,
 QY0592'AND THE DISK IS STAMPED BUTCH 1956.
 QY0592
 QY0592                          STATION RECOVERY (1960)
 QY0592
 QY0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QY0592'RECOVERED.
 QY0592'
 QY0592'STATION MARK--STANDARD USC AND GS DISK, FLUSH IN SURFACE OF BOULDER,
 QY0592'STAMPED ---BUTCH 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0709 ***********************************************************************
 QX0709  DESIGNATION -  BUTLER
 QX0709  PID         -  QX0709
 QX0709  STATE/COUNTY-  MT/PARK
 QX0709  USGS QUAD   -  BIG DRAW (1988)
 QX0709
 QX0709                         *CURRENT SURVEY CONTROL
 QX0709  ___________________________________________________________________
 QX0709* NAD 83(1992)-  45 24 02.59720(N)    110 46 06.71372(W)     ADJUSTED  
 QX0709* NAVD 88     -      1991.2    (meters)    6533.     (feet)  VERTCON   
 QX0709  ___________________________________________________________________
 QX0709  LAPLACE CORR-          -9.60  (seconds)                    DEFLEC99
 QX0709  GEOID HEIGHT-          -9.70  (meters)                     GEOID03
 QX0709
 QX0709  HORZ ORDER  -  THIRD
 QX0709
 QX0709.The horizontal coordinates were established by classical geodetic methods
 QX0709.and adjusted by the National Geodetic Survey in July 1992..
 QX0709
 QX0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0709
 QX0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0709
 QX0709.The geoid height was determined by GEOID03.
 QX0709
 QX0709;                    North         East     Units Scale Factor Converg.
 QX0709;SPC MT       -   128,697.910   500,705.818   MT  0.99978310   -0 55 40.6
 QX0709;SPC MT       -   422,237.24  1,642,735.62   iFT  0.99978310   -0 55 40.6
 QX0709;UTM  12      - 5,027,493.097   518,115.640   MT  0.99960403   +0 09 53.3
 QX0709
 QX0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0709!SPC MT       -   0.99968944  x   0.99978310  =   0.99947261
 QX0709!UTM  12      -   0.99968944  x   0.99960403  =   0.99929360
 QX0709
 QX0709:                Primary Azimuth Mark                     Grid Az
 QX0709:SPC MT       -  STORY                                    172 23 57.5
 QX0709:UTM  12      -  STORY                                    171 18 23.6
 QX0709
 QX0709|---------------------------------------------------------------------|
 QX0709| PID    Reference Object                     Distance      Geod. Az  |
 QX0709|                                                           dddmmss.s |
 QX0709| QX0710 STORY                               APPROX. 5.2 KM 1712816.9 |
 QX0709|---------------------------------------------------------------------|
 QX0709
 QX0709                          SUPERSEDED SURVEY CONTROL
 QX0709
 QX0709  NAD 83(1986)-  45 24 02.58923(N)    110 46 06.70797(W) AD(       ) 3
 QX0709  NAD 27      -  45 24 02.81751(N)    110 46 03.93564(W) AD(       ) 3
 QX0709  NGVD 29 (07/19/86) 1989.9    (m)         6529.     (f) VERT ANG       
 QX0709
 QX0709.Superseded values are not recommended for survey control.
 QX0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0709.See file dsdata.txt to determine how the superseded data were derived.
 QX0709
 QX0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR1811627493(NAD 83)
 QX0709_MARKER: DD = SURVEY DISK
 QX0709_SETTING: 66 = SET IN ROCK OUTCROP
 QX0709_SP_SET: SET IN ROCK OUTCROP
 QX0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0709+STABILITY: POSITION/ELEVATION WELL
 QX0709
 QX0709  HISTORY     - Date     Condition        Report By
 QX0709  HISTORY     - 1951     MONUMENTED       USGS
 QX0709
 QX0709                          STATION DESCRIPTION
 QX0709
 QX0709'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0709'STATION LOCATED APPROXIMATELY 3.5 MI. (AIRLINE) N. AND 3.0 MI.
 QX0709'(AIRLINE) W. OF EMIGRANT, MONTANA, AND 1.5 MI. S. OF EIGHT MILE CREEK
 QX0709'ON THE TOP OF A HIGH POINT AT THE W. EDGE OF THE VALLEY ALONG THE
 QX0709'YELLOWSTONE RIVER.  STATION IS IN SEC. 7, R 7 E, T 5 S.
 QX0709'
 QX0709'TO REACH STATION FROM THE BRIDGE ACROSS THE YELLOWSTONE RIVER AT
 QX0709'GARDINER, MONTANA, PROCEED N. ON U.S. HIGHWAY 89 34.5 MI. TO JUNCTION
 QX0709'W. TO EMIGRANT, MONTANA.  FOLLOW RD. W. TO EMIGRANT TURNING N. ALONG
 QX0709'COUNTY RD. AT EMIGRANT.  AFTER TRAVELING 5.5 MI. FROM THE JUNCTION AT
 QX0709'HIGHWAY 89 TURN LEFT THROUGH GATE AND ALONG RD. IN PASTURE 3.0 MI.
 QX0709'THIS IS THE END OF THE RD. IN PASTURE BUT WITH A 4-WHEEL DRIVE JEEP,
 QX0709'PROCEED ACROSS CANYON AND UP STEEP SLOPE BEARING LEFT TO SHELF.
 QX0709'SWING RIGHT (N.) ALONG SHELF, ACROSS DRAW TO TOP OF RIDGE.  FOLLOW
 QX0709'RIDGE LINE WESTERLY TO TOP OF HILL AND STATION MARK, 1.0 MI. FROM
 QX0709'BOTTOM.  THIS IS STEEP BUT NOT TOO ROCKY TO DRIVE WITH A 4-WHEEL
 QX0709'DRIVE JEEP.
 QX0709'
 QX0709'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, AND STAMPED
 QX0709'---F-BUTLER 1951---.
 QX0709'
 QX0709'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0932 ***********************************************************************
 RX0932  DESIGNATION -  BUTTE 4995.462
 RX0932  PID         -  RX0932
 RX0932  STATE/COUNTY-  MT/DEER LODGE
 RX0932  USGS QUAD   -  OPPORTUNITY (1989)
 RX0932
 RX0932                         *CURRENT SURVEY CONTROL
 RX0932  ___________________________________________________________________
 RX0932* NAD 83(1992)-  46 04 43.70008(N)    112 47 52.36808(W)     ADJUSTED  
 RX0932* NAVD 88     -      1523.77   (+/-2cm)    4999.2    (feet)  VERTCON   
 RX0932  ___________________________________________________________________
 RX0932  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 RX0932  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 RX0932
 RX0932  HORZ ORDER  -  SECOND
 RX0932  VERT ORDER  -  THIRD ? (See Below)
 RX0932
 RX0932.The horizontal coordinates were established by classical geodetic methods
 RX0932.and adjusted by the National Geodetic Survey in July 1992..
 RX0932
 RX0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0932.The vertical order pertains to the NGVD 29 superseded value.
 RX0932
 RX0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0932
 RX0932.The geoid height was determined by GEOID03.
 RX0932
 RX0932;                    North         East     Units Scale Factor Converg.
 RX0932;SPC MT       -   208,600.493   345,094.959   MT  0.99952421   -2 24 44.7
 RX0932;SPC MT       -   684,384.82  1,132,201.31   iFT  0.99952421   -2 24 44.7
 RX0932;UTM  12      - 5,104,374.665   360,984.587   MT  0.99983757   -1 17 42.8
 RX0932
 RX0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0932!SPC MT       -   0.99976320  x   0.99952421  =   0.99928753
 RX0932!UTM  12      -   0.99976320  x   0.99983757  =   0.99960081
 RX0932
 RX0932|---------------------------------------------------------------------|
 RX0932| PID    Reference Object                     Distance      Geod. Az  |
 RX0932|                                                           dddmmss.s |
 RX0932| RX0366 BUTTE 4995.462 RM 1                   8.139 METERS 00050     |
 RX0932| RX0929 WARM SPRINGS STATE HOSP TANK        APPROX.11.3 KM 0013003.7 |
 RX0932| RX0364 BUTTE 4995.462 RM 2                  13.766 METERS 08443     |
 RX0932| RX0363 BUTTE 4995.462 AZ MK                               1650416.9 |
 RX0932| RX0934 ANACONDA CO STACK                   APPROX. 9.6 KM 2911237.1 |
 RX0932| RX0935 ANACONDA RADIO STA KANA MAST        APPROX.11.1 KM 2992355.8 |
 RX0932|---------------------------------------------------------------------|
 RX0932
 RX0932                          SUPERSEDED SURVEY CONTROL
 RX0932
 RX0932  NAD 83(1986)-  46 04 43.69946(N)    112 47 52.36904(W) AD(       ) 2
 RX0932  NAD 27      -  46 04 43.96600(N)    112 47 49.23400(W) AD(       ) 2
 RX0932  NGVD 29 (07/19/86) 1522.54   (m)         4995.2    (f) LEVELING    3  
 RX0932
 RX0932.Superseded values are not recommended for survey control.
 RX0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0932.See file dsdata.txt to determine how the superseded data were derived.
 RX0932
 RX0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6098504375(NAD 83)
 RX0932_MARKER: Z = SEE DESCRIPTION
 RX0932_SETTING: 0 = UNSPECIFIED SETTING
 RX0932
 RX0932  HISTORY     - Date     Condition        Report By
 RX0932  HISTORY     - 1956     MONUMENTED       CGS
 RX0932
 RX0932                          STATION DESCRIPTION
 RX0932
 RX0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0932'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF WARM SPRINGS,
 RX0932'93.5 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 67 FEET
 RX0932'WEST-SOUTHWEST OF A LARGE TELEGRAPH POLE, 46 FEET WEST OF A WIRE
 RX0932'FENCE, AND 2.5 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS
 RX0932'POST.
 RX0932'
 RX0932'TO REACH THE STATION FROM THE INTERSECTION OF WEST PARK STREET AND
 RX0932'U.S. HIGHWAY 10 A (MAIN STREET) IN ANACONDA, GO EAST ON U.S.
 RX0932'HIGHWAY 10 A FOR 10 MILES TO THE JUNCTION OF U.S. HIGHWAY 10 S,
 RX0932'TURN LEFT (NORTH) AND FOLLOW THE HIGHWAY FOR 0.95 MILE TO THE
 RX0932'AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE NORTHERLY
 RX0932'ON THE HIGHWAY FOR 0.85 MILE TO A SIDE ROAD ON THE LEFT, TURN
 RX0932'LEFT (WEST) CROSS A RAILROAD TRACK, TURN LEFT (SOUTH) AND GO
 RX0932'BETWEEN THE TRACK AND A WIRE FENCE FOR 0.55 MILE TO THE
 RX0932'STATION ON THE RIGHT AS DESCRIBED ABOVE.
 RX0932'
 RX0932'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK CAP
 RX0932'DISK BOLTED TO THE TOP OF A 3-INCH CAST IRON PIPE WHICH PROJECTS
 RX0932'14 INCHES.  THE DISK IS STAMPED BTTE 4995.462 (NOTE--THE TOP
 RX0932'OF THE PIPE IS LEANING TO THE NORTHWEST)
 RX0932'
 RX0932'REFERENCE MARK 1 IS 44 FEET WEST OF THE WIRE FENCE.  THE MARK
 RX0932'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BTTE 4995 462 USGS
 RX0932'NO 1 1956.
 RX0932'
 RX0932'REFERENCE MARK 2 IS 48 FEET WEST OF THE WEST RAIL OF THE TRACK,
 RX0932'AND 1 FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS 6 INCHES,
 RX0932'AND THE DISK IS STAMPED BTTE 4995 462 USGS NO 2 1956.
 RX0932'
 RX0932'THE AZIMUTH MARK IS 54 FEET WEST OF THE CENTER OF THE HIGHWAY,
 RX0932'27 FEET NORTH OF THE CENTER OF A FARM ROAD, AND 4 FEET NORTH
 RX0932'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES,
 RX0932'AND THE DISK IS STAMPED BTTE 4995 462 USGS 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0363 ***********************************************************************
 RX0363  DESIGNATION -  BUTTE 4995.462 AZ MK
 RX0363  PID         -  RX0363
 RX0363  STATE/COUNTY-  MT/DEER LODGE
 RX0363  USGS QUAD   -  OPPORTUNITY (1989)
 RX0363
 RX0363                         *CURRENT SURVEY CONTROL
 RX0363  ___________________________________________________________________
 RX0363* NAD 83(1986)-  46 04 26.     (N)    112 47 48.     (W)     SCALED    
 RX0363* NAVD 88     -      1528.122  (meters)    5013.51   (feet)  ADJUSTED  
 RX0363  ___________________________________________________________________
 RX0363  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 RX0363  DYNAMIC HT  -        1527.580 (meters)    5011.74  (feet)  COMP
 RX0363  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 RX0363
 RX0363  VERT ORDER  -  FIRST     CLASS II
 RX0363
 RX0363.The horizontal coordinates were scaled from a topographic map and have
 RX0363.an estimated accuracy of +/- 6 seconds.
 RX0363
 RX0363.The orthometric height was determined by differential leveling
 RX0363.and adjusted by the National Geodetic Survey in June 1991..
 RX0363
 RX0363.The geoid height was determined by GEOID03.
 RX0363
 RX0363.The dynamic height is computed by dividing the NAVD 88
 RX0363.geopotential number by the normal gravity value computed on the
 RX0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0363.degrees latitude (g = 980.6199 gals.).
 RX0363
 RX0363.The modeled gravity was interpolated from observed gravity values.
 RX0363
 RX0363;                    North         East    Units  Estimated Accuracy
 RX0363;SPC MT       -   208,050.      345,170.      MT  (+/- 180 meters Scaled)
 RX0363
 RX0363                          SUPERSEDED SURVEY CONTROL
 RX0363
 RX0363  NGVD 29 (??/??/92) 1526.898  (m)         5009.50   (f) ADJ UNCH    1 2
 RX0363
 RX0363.Superseded values are not recommended for survey control.
 RX0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0363.See file dsdata.txt to determine how the superseded data were derived.
 RX0363
 RX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS610038(NAD 83)
 RX0363_MARKER: DZ = AZIMUTH MARK DISK
 RX0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0363_STAMPING: BUTTE 4995.462 U.S.G.S. 1956
 RX0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0363+STABILITY: SURFACE MOTION
 RX0363
 RX0363  HISTORY     - Date     Condition        Report By
 RX0363  HISTORY     - 1956     MONUMENTED       CGS
 RX0363  HISTORY     - 1959     GOOD             NGS
 RX0363
 RX0363                          STATION DESCRIPTION
 RX0363
 RX0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0363'7.45 MI S FROM WARM SPRINGS.
 RX0363'ABOUT 7.45 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0363'STATION AT WARM SPRINGS, IN THE NORTHWEST 1/4 OF SECTION 25, R 10 W, T
 RX0363'4 N, 8 1/2 POLES SOUTH OF MILEPOST 18, 268 FEET EAST OF THE EAST RAIL,
 RX0363'53 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 10S, 3 FEET NORTH OF
 RX0363'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 RX0363'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0366 ***********************************************************************
 RX0366  DESIGNATION -  BUTTE 4995.462 RM 1
 RX0366  PID         -  RX0366
 RX0366  STATE/COUNTY-  MT/DEER LODGE
 RX0366  USGS QUAD   -  OPPORTUNITY (1989)
 RX0366
 RX0366                         *CURRENT SURVEY CONTROL
 RX0366  ___________________________________________________________________
 RX0366* NAD 83(1986)-  46 04 43.     (N)    112 47 53.     (W)     SCALED    
 RX0366* NAVD 88     -      1523.454  (meters)    4998.20   (feet)  ADJUSTED  
 RX0366  ___________________________________________________________________
 RX0366  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 RX0366  DYNAMIC HT  -        1522.915 (meters)    4996.43  (feet)  COMP
 RX0366  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 RX0366
 RX0366  VERT ORDER  -  FIRST     CLASS II
 RX0366
 RX0366.The horizontal coordinates were scaled from a topographic map and have
 RX0366.an estimated accuracy of +/- 6 seconds.
 RX0366
 RX0366.The orthometric height was determined by differential leveling
 RX0366.and adjusted by the National Geodetic Survey in June 1991..
 RX0366
 RX0366.The geoid height was determined by GEOID03.
 RX0366
 RX0366.The dynamic height is computed by dividing the NAVD 88
 RX0366.geopotential number by the normal gravity value computed on the
 RX0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0366.degrees latitude (g = 980.6199 gals.).
 RX0366
 RX0366.The modeled gravity was interpolated from observed gravity values.
 RX0366
 RX0366;                    North         East    Units  Estimated Accuracy
 RX0366;SPC MT       -   208,580.      345,080.      MT  (+/- 180 meters Scaled)
 RX0366
 RX0366                          SUPERSEDED SURVEY CONTROL
 RX0366
 RX0366  NGVD 29 (??/??/92) 1522.228  (m)         4994.18   (f) ADJ UNCH    1 2
 RX0366
 RX0366.Superseded values are not recommended for survey control.
 RX0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0366.See file dsdata.txt to determine how the superseded data were derived.
 RX0366
 RX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS609043(NAD 83)
 RX0366_MARKER: DR = REFERENCE MARK DISK
 RX0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0366_STAMPING: BUTTE 4995.462 U.S.G.S. NO 1 1956
 RX0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0366+STABILITY: SURFACE MOTION
 RX0366
 RX0366  HISTORY     - Date     Condition        Report By
 RX0366  HISTORY     - 1956     MONUMENTED       CGS
 RX0366  HISTORY     - 1959     GOOD             NGS
 RX0366
 RX0366                          STATION DESCRIPTION
 RX0366
 RX0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0366'7.1 MI S FROM WARM SPRINGS.
 RX0366'ABOUT 7.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0366'STATION AT WARM SPRINGS, IN THE SOUTHEAST CORNER OF SECTION 23, R 10
 RX0366'W, T 4 N, 2 POLES NORTH OF MILEPOST 18, 17 POLES SOUTH OF A ROAD
 RX0366'CROSSING AT STEWART SIDING, 92 FEET WEST OF THE WEST RAIL, 45 FEET
 RX0366'WEST OF A FENCE, 26.7 FEET NORTH OF BENCH MARK U 12=4984 (U.S.G.S.)
 RX0366'WHICH WAS USED FOR A TRIANGULATION STATION, 52.0 FEET NORTHWEST OF A
 RX0366'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN
 RX0366'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0364 ***********************************************************************
 RX0364  DESIGNATION -  BUTTE 4995.462 RM 2
 RX0364  PID         -  RX0364
 RX0364  STATE/COUNTY-  MT/DEER LODGE
 RX0364  USGS QUAD   -  OPPORTUNITY (1989)
 RX0364
 RX0364                         *CURRENT SURVEY CONTROL
 RX0364  ___________________________________________________________________
 RX0364* NAD 83(1986)-  46 04 44.     (N)    112 47 51.     (W)     SCALED    
 RX0364* NAVD 88     -      1523.668  (meters)    4998.90   (feet)  ADJUSTED  
 RX0364  ___________________________________________________________________
 RX0364  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 RX0364  DYNAMIC HT  -        1523.129 (meters)    4997.13  (feet)  COMP
 RX0364  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 RX0364
 RX0364  VERT ORDER  -  FIRST     CLASS II
 RX0364
 RX0364.The horizontal coordinates were scaled from a topographic map and have
 RX0364.an estimated accuracy of +/- 6 seconds.
 RX0364
 RX0364.The orthometric height was determined by differential leveling
 RX0364.and adjusted by the National Geodetic Survey in June 1991..
 RX0364
 RX0364.The geoid height was determined by GEOID03.
 RX0364
 RX0364.The dynamic height is computed by dividing the NAVD 88
 RX0364.geopotential number by the normal gravity value computed on the
 RX0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0364.degrees latitude (g = 980.6199 gals.).
 RX0364
 RX0364.The modeled gravity was interpolated from observed gravity values.
 RX0364
 RX0364;                    North         East    Units  Estimated Accuracy
 RX0364;SPC MT       -   208,610.      345,130.      MT  (+/- 180 meters Scaled)
 RX0364
 RX0364                          SUPERSEDED SURVEY CONTROL
 RX0364
 RX0364  NGVD 29 (??/??/92) 1522.446  (m)         4994.89   (f) ADJ UNCH    1 2
 RX0364
 RX0364.Superseded values are not recommended for survey control.
 RX0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0364.See file dsdata.txt to determine how the superseded data were derived.
 RX0364
 RX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS610043(NAD 83)
 RX0364_MARKER: DR = REFERENCE MARK DISK
 RX0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0364_STAMPING: BUTTE 4995.462 U.S.G.S. NO 2 1956
 RX0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0364+STABILITY: SURFACE MOTION
 RX0364
 RX0364  HISTORY     - Date     Condition        Report By
 RX0364  HISTORY     - 1956     MONUMENTED       CGS
 RX0364  HISTORY     - 1959     GOOD             NGS
 RX0364
 RX0364                          STATION DESCRIPTION
 RX0364
 RX0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0364'7.1 MI S FROM WARM SPRINGS.
 RX0364'ABOUT 7.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0364'STATION AT WARM SPRINGS, IN THE SOUTHEAST CORNER OF SECTION 23, R 10
 RX0364'W, T 4 N, 2 POLES NORTH OF MILEPOST 18, 17 POLES SOUTH OF THE ROAD
 RX0364'CROSSING AT STEWART SIDING, 49 FEET WEST OF THE WEST RAIL, 45 FEET
 RX0364'EAST OF BENCH MARK U 12=4984 (U.S.G.S.) WHICH WAS USED FOR A
 RX0364'TRIANGULATION STATION, 1 1/2 FEET WEST OF A FENCE, 1.9 FEET WEST OF A
 RX0364'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN
 RX0364'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0556 ***********************************************************************
 QY0556  DESIGNATION -  BUTTE DOMESTIC MANGANESE STK
 QY0556  PID         -  QY0556
 QY0556  STATE/COUNTY-  MT/SILVER BOW
 QY0556  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0556
 QY0556                         *CURRENT SURVEY CONTROL
 QY0556  ___________________________________________________________________
 QY0556* NAD 83(1992)-  45 59 43.42207(N)    112 32 24.24958(W)     ADJUSTED  
 QY0556* NAVD 88     -                                                        
 QY0556  ___________________________________________________________________
 QY0556  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 QY0556  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 QY0556
 QY0556  HORZ ORDER  -  THIRD
 QY0556
 QY0556.The horizontal coordinates were established by classical geodetic methods
 QY0556.and adjusted by the National Geodetic Survey in July 1992..
 QY0556
 QY0556
 QY0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0556
 QY0556.The geoid height was determined by GEOID03.
 QY0556
 QY0556;                    North         East     Units Scale Factor Converg.
 QY0556;SPC MT       -   198,534.272   364,652.057   MT  0.99954868   -2 13 25.8
 QY0556;SPC MT       -   651,359.16  1,196,365.02   iFT  0.99954868   -2 13 25.8
 QY0556;UTM  12      - 5,094,688.866   380,739.454   MT  0.99977485   -1 06 28.4
 QY0556
 QY0556                          SUPERSEDED SURVEY CONTROL
 QY0556
 QY0556  NAD 83(1986)-  45 59 43.42145(N)    112 32 24.25150(W) AD(       ) 4
 QY0556  NAD 27      -  45 59 43.69500(N)    112 32 21.17200(W) AD(       ) 3
 QY0556
 QY0556.Superseded values are not recommended for survey control.
 QY0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0556.See file dsdata.txt to determine how the superseded data were derived.
 QY0556
 QY0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8073994689(NAD 83)
 QY0556
 QY0556  HISTORY     - Date     Condition        Report By
 QY0556  HISTORY     - 1956     MONUMENTED       CGS
 QY0556  HISTORY     - 1958     SEE DESCRIPTION  CGS
 QY0556  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QY0556  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QY0556
 QY0556                          STATION DESCRIPTION
 QY0556
 QY0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0556'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF BUTTE, ABOUT
 QY0556'0.1 MILE WEST OF MONTANA AVENUE.  IT IS A GREY, CEMENT STACK,
 QY0556'AND IS 352.5 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE TOP OF
 QY0556'THE STACK.
 QY0556
 QY0556                          STATION RECOVERY (1958)
 QY0556
 QY0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 QY0556'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 QY0556'1956.
 QY0556
 QY0556                          STATION RECOVERY (1962)
 QY0556
 QY0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 QY0556'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QY0556
 QY0556                          STATION RECOVERY (1970)
 QY0556
 QY0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 QY0556'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 QY0556'
 QY0556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SW EDGE OF
 QY0556'BUTTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0638 ***********************************************************************
 QY0638  CBN         -  This is a Cooperative Base Network Control Station.
 QY0638  DESIGNATION -  BUTTE GPS
 QY0638  PID         -  QY0638
 QY0638  STATE/COUNTY-  MT/SILVER BOW
 QY0638  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0638
 QY0638                         *CURRENT SURVEY CONTROL
 QY0638  ___________________________________________________________________
 QY0638* NAD 83(1999)-  45 58 04.59651(N)    112 31 03.25693(W)     ADJUSTED  
 QY0638* NAVD 88     -      1679.620  (meters)    5510.55   (feet)  ADJUSTED  
 QY0638  ___________________________________________________________________
 QY0638  X           -  -1,701,154.123 (meters)                     COMP
 QY0638  Y           -  -4,103,389.553 (meters)                     COMP
 QY0638  Z           -   4,563,970.333 (meters)                     COMP
 QY0638  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 QY0638  ELLIP HEIGHT-        1667.23  (meters)          (07/10/01) GPS OBS
 QY0638  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 QY0638  DYNAMIC HT  -        1678.966 (meters)    5508.41  (feet)  COMP
 QY0638  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 QY0638
 QY0638  HORZ ORDER  -  B
 QY0638  VERT ORDER  -  SECOND    CLASS II
 QY0638  ELLP ORDER  -  FOURTH    CLASS II
 QY0638
 QY0638.The horizontal coordinates were established by GPS observations
 QY0638.and adjusted by the National Geodetic Survey in April 2001..
 QY0638.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QY0638.DATUM ITEM on the data sheet items page.
 QY0638
 QY0638.The orthometric height was determined by differential leveling
 QY0638.and adjusted by the National Geodetic Survey in April 1998..
 QY0638.WARNING-GPS observations at this control monument resulted in a GPS
 QY0638.derived orthometric height which differed from the leveled height by
 QY0638.more than one decimeter (0.1 meter).
 QY0638
 QY0638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QY0638
 QY0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0638
 QY0638.The ellipsoidal height was determined by GPS observations
 QY0638.and is referenced to NAD 83.
 QY0638
 QY0638.The geoid height was determined by GEOID03.
 QY0638
 QY0638.The dynamic height is computed by dividing the NAVD 88
 QY0638.geopotential number by the normal gravity value computed on the
 QY0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0638.degrees latitude (g = 980.6199 gals.).
 QY0638
 QY0638.The modeled gravity was interpolated from observed gravity values.
 QY0638
 QY0638;                    North         East     Units Scale Factor Converg.
 QY0638;SPC MT       -   195,419.284   366,275.408   MT  0.99955719   -2 12 26.5
 QY0638;SPC MT       -   641,139.38  1,201,690.97   iFT  0.99955719   -2 12 26.5
 QY0638;UTM  12      - 5,091,605.411   382,423.540   MT  0.99976995   -1 05 28.3
 QY0638
 QY0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0638!SPC MT       -   0.99973870  x   0.99955719  =   0.99929600
 QY0638!UTM  12      -   0.99973870  x   0.99976995  =   0.99950871
 QY0638
 QY0638                          SUPERSEDED SURVEY CONTROL
 QY0638
 QY0638  ELLIP H (04/16/01) 1667.32   (m)                       GP(       ) 4 2
 QY0638  NAD 83(1992)-  45 58 04.59591(N)    112 31 03.25544(W) AD(       ) B
 QY0638  ELLIP H (05/15/92) 1667.38   (m)                       GP(       ) 4 2
 QY0638  NAD 83(1986)-  45 58 04.58707(N)    112 31 03.23969(W) AD(       ) 1
 QY0638  NAD 27      -  45 58 04.85190(N)    112 31 00.16420(W) AD(       ) 1
 QY0638  NGVD 29 (04/22/91) 1678.5    (m)         5507.     (f) GPS OBS        
 QY0638
 QY0638.Superseded values are not recommended for survey control.
 QY0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0638.See file dsdata.txt to determine how the superseded data were derived.
 QY0638
 QY0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8242491605(NAD 83)
 QY0638_MARKER: DH = HORIZONTAL CONTROL DISK
 QY0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0638_SP_SET: CONCRETE POST
 QY0638_STAMPING: BUTTE GPS 1987
 QY0638_MARK LOGO: NGS   
 QY0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0638+STABILITY: SURFACE MOTION
 QY0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0638+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 QY0638
 QY0638  HISTORY     - Date     Condition        Report By
 QY0638  HISTORY     - 19870101 MONUMENTED       NGS
 QY0638  HISTORY     - 19900830 GOOD             NGS
 QY0638  HISTORY     - 19910814 GOOD             NGS
 QY0638  HISTORY     - 19931116 GOOD             NGS
 QY0638  HISTORY     - 19940219 GOOD             MTDOT
 QY0638  HISTORY     - 19950112 GOOD             MTDOT
 QY0638  HISTORY     - 19970806 GOOD             MTDOT
 QY0638  HISTORY     - 20010501 GOOD             NGS
 QY0638  HISTORY     - 20060630 GOOD             ADACLA
 QY0638
 QY0638                          STATION DESCRIPTION
 QY0638
 QY0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QY0638'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF THE BUTTE
 QY0638'AIRPORT, ON THE SOUTH SIDE OF BUTTE, AT THE SOUTH SIDE OF THE
 QY0638'PROPERTY OF THE BUTTE DISTRICT OFFICE OF THE MONTANA STATE HIGHWAY
 QY0638'DEPARTMENT AND ALONG MEADOWLARK ROAD.
 QY0638'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QY0638'HARRISON AVENUE, IN BUTTE, GO SOUTH ON HARRISON AVENUE FOR 1.84 KM
 QY0638'(1.15 MI) TO MEADOWLARK ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR
 QY0638'0.72 KM (0.45 MI) TO THE HIGHWAY DEPARTMENT OFFICE ON THE RIGHT AND
 QY0638'THE STATION AS DESCRIBED.
 QY0638'THE STATION MARK IS A STANDARD DISK SET IN TOP OF A ROUND 16-INCH
 QY0638'CONCRETE MONUMENT PLANTED 12 FEET IN THE GROUND.  IT IS 0.83 M
 QY0638'(2.7 FT) SOUTHWEST OF A WITNESS POST, 1.03 M (3.4 FT) NORTHEAST OF
 QY0638'ANOTHER WITNESS POST, 8.4 M (27.6 FT) EAST OF A CHAINLINK FENCE,
 QY0638'13.10 M (43.0 FT) SOUTHEAST OF A POWER POLE AND FENCE CORNER, 17.6 M
 QY0638'(57.7 FT) WEST OF A CURB OF THE WEST END OF A PARKING AREA AND 30.7 M
 QY0638'(100.7 FT) NORTH OF THE CENTER OF MEADOWLARK ROAD.
 QY0638
 QY0638                          STATION RECOVERY (1990)
 QY0638
 QY0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QY0638'THE STATION IS LOCATED ABOUT 1.6 KM (0.99 MI) NORTHWEST OF THE BUTTE
 QY0638'AIRPORT, AT THE SOUTH SIDE OF BUTTE, NEAR THE SOUTHERN PROPERTY LINE
 QY0638'OF THE BUTTE DISTRICT OFFICE OF THE MONTANA DEPARTMENT OF HIGHWAYS
 QY0638'AND ALONG THE NORTH SIDE OF MEADOWLARK ROAD.  OWNERSHIP--MTDH.
 QY0638'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 90
 QY0638'AND HARRISON AVENUE IN BUTTE, GO SOUTH ON HARRISON AVENUE FOR 1.84 KM
 QY0638'(1.14 MI) TO MEADOWLARK ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 QY0638'MEADOWLARK ROAD FOR 0.72 KM (0.45 MI) TO THE MTDH OFFICE ON THE RIGHT
 QY0638'AND THE STATION.
 QY0638'THE STATION MARK IS SET 30.7 M (100.72 FT) NORTH OF THE CENTER OF
 QY0638'MEADOWLARK ROAD, 17.6 M (57.74 FT) WEST OF A CURB AT THE WEST END OF
 QY0638'A PARKING LOT, 13.10 M (42.98 FT) SOUTHEAST OF A FENCE CORNER, 8.4 M
 QY0638'(27.56 FT) EAST OF A CHAIN LINK FENCE, 1.03 M (3.38 FT) NORTHEAST OF
 QY0638'A WITNESS POST, 0.83 M (2.72 FT) SOUTHWEST OF ANOTHER WITNESS POST
 QY0638'AND FLUSH WITH THE GROUND SURFACE.
 QY0638'DESCRIBED BY C.W.W.
 QY0638
 QY0638                          STATION RECOVERY (1991)
 QY0638
 QY0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QY0638'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST OF THE BUTTE
 QY0638'AIRPORT, ON THE SOUTH SIDE OF BUTTE, SOUTHWEST OF THE BUTTE DISTRICT
 QY0638'OFFICE OF THE MONTANA HIGHWAY DEPARTMENT AND ON THE NORTH SIDE OF
 QY0638'MEADOWLARK ROAD.
 QY0638'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QY0638'HARRISON AVENUE (EXIT 127), GO SOUTH ON HARRISON AVENUE FOR 1.84 KM
 QY0638'(1.14 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO WEST ON MEADOWLARK ROAD
 QY0638'FOR 0.72 KM (0.45 MI) TO THE WEST END OF THE HIGHWAY DEPARTMENT
 QY0638'PARKING LOT ON THE RIGHT AND THE STATION ON THE RIGHT.
 QY0638'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 16 FOOT (4.9 MT)
 QY0638'DEEP CONCRETE MONUMENT THAT IS 14 INCHES IN DIAMETER AND RECESSED 8
 QY0638'CM.  LOCATED 30.7 M (100.7 FT) NORTH OF THE CENTERLINE OF MEADOWLARK
 QY0638'ROAD, 17.6 M (57.7 FT) WEST OF A CURB AT THE WEST END OF THE PARKING
 QY0638'LOT, 13.1 M (43.0 FT) SOUTHEAST OF A FENCE CORNER, 8.4 M (27.6 FT)
 QY0638'EAST OF A CHAIN LINK FENCE, 1.03 M (3.38 FT) NORTHEAST OF A FIBERGLASS
 QY0638'WITNESS POST AND 0.83 M (2.72 FT) SOUTHWEST OF ANOTHER FIBERGLASS
 QY0638'WITNESS POST.
 QY0638
 QY0638                          STATION RECOVERY (1993)
 QY0638
 QY0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 QY0638'RECOVERED IN GOOD CONDITION.
 QY0638
 QY0638                          STATION RECOVERY (1994)
 QY0638
 QY0638'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 QY0638'RECOVERED IN GOOD CONDITION.
 QY0638
 QY0638                          STATION RECOVERY (1995)
 QY0638
 QY0638'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QY0638'RECOVERED AS DESCRIBED.
 QY0638
 QY0638                          STATION RECOVERY (1997)
 QY0638
 QY0638'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (GLT)
 QY0638'RECOVERED AS DESCRIBED.
 QY0638
 QY0638                          STATION RECOVERY (2001)
 QY0638
 QY0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 QY0638'RECOVERED AS DESCRIBED.
 QY0638'
 QY0638
 QY0638                          STATION RECOVERY (2006)
 QY0638
 QY0638'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 QY0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0504 ***********************************************************************
 QY0504  DESIGNATION -  BUTTE MUN AIRPORT BEACON
 QY0504  PID         -  QY0504
 QY0504  STATE/COUNTY-  MT/SILVER BOW
 QY0504  USGS QUAD   -  HOMESTAKE (1996)
 QY0504
 QY0504                         *CURRENT SURVEY CONTROL
 QY0504  ___________________________________________________________________
 QY0504* NAD 83(1992)-  45 57 11.80060(N)    112 29 53.81524(W)     ADJUSTED  
 QY0504* NAVD 88     -                                                        
 QY0504  ___________________________________________________________________
 QY0504  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 QY0504  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 QY0504
 QY0504  HORZ ORDER  -  THIRD
 QY0504
 QY0504.This mark is at Bert Mooney Airport (BTM)
 QY0504
 QY0504.The horizontal coordinates were established by classical geodetic methods
 QY0504.and adjusted by the National Geodetic Survey in July 1992..
 QY0504
 QY0504
 QY0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0504
 QY0504.The geoid height was determined by GEOID03.
 QY0504
 QY0504;                    North         East     Units Scale Factor Converg.
 QY0504;SPC MT       -   193,733.738   367,706.368   MT  0.99956183   -2 11 35.7
 QY0504;SPC MT       -   635,609.38  1,206,385.72   iFT  0.99956183   -2 11 35.7
 QY0504;UTM  12      - 5,089,947.715   383,887.368   MT  0.99976574   -1 04 37.4
 QY0504
 QY0504                          SUPERSEDED SURVEY CONTROL
 QY0504
 QY0504  NAD 83(1986)-  45 57 11.80062(N)    112 29 53.81800(W) AD(       ) 4
 QY0504  NAD 27      -  45 57 12.07000(N)    112 29 50.74000(W) AD(       ) 3
 QY0504
 QY0504.Superseded values are not recommended for survey control.
 QY0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0504.See file dsdata.txt to determine how the superseded data were derived.
 QY0504
 QY0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8388789948(NAD 83)
 QY0504
 QY0504  HISTORY     - Date     Condition        Report By
 QY0504  HISTORY     - 1956     MONUMENTED       CGS
 QY0504  HISTORY     - 1957     SEE DESCRIPTION  USE
 QY0504  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QY0504  HISTORY     - 1970     SEE DESCRIPTION  NGS
 QY0504
 QY0504                          STATION DESCRIPTION
 QY0504
 QY0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0504'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE CENTER
 QY0504'OF BUTTE.  THE BEACON IS MOUNTED ON A SHORT, STEEL TOWER ON THE
 QY0504'WEST END OF THE ADMINISTRATION BUILDING, AND IT IS 55 FEET
 QY0504'IN HEIGHT.  THE POINT OBSERVED WAS THE WHITE AND GREEN REVOLVING
 QY0504'LIGHT AT THE TOP.
 QY0504
 QY0504                          STATION RECOVERY (1957)
 QY0504
 QY0504'RECOVERY NOTE BY US ENGINEERS 1957
 QY0504'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS THE
 QY0504'CENTER OF AN ARCH ROOF AT WEST END OF ADMINISTRATION BUILDING.
 QY0504
 QY0504                          STATION RECOVERY (1962)
 QY0504
 QY0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 QY0504'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QY0504'
 QY0504'NAME OF AIRPORT CHANGED TO SILVER BOW COUNTY AIRPORT.
 QY0504
 QY0504                          STATION RECOVERY (1970)
 QY0504
 QY0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 QY0504'THE STATION HAS BEEN DESTROYED.
 QY0504'
 QY0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX.
 QY0504'2 MILES SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0555 ***********************************************************************
 QY0555  DESIGNATION -  BUTTE RADIO STA KOPR CEN MAST
 QY0555  PID         -  QY0555
 QY0555  STATE/COUNTY-  MT/SILVER BOW
 QY0555  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0555
 QY0555                         *CURRENT SURVEY CONTROL
 QY0555  ___________________________________________________________________
 QY0555* NAD 83(1992)-  45 58 12.69865(N)    112 34 52.89673(W)     ADJUSTED  
 QY0555* NAVD 88     -                                                        
 QY0555  ___________________________________________________________________
 QY0555  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 QY0555  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 QY0555
 QY0555  HORZ ORDER  -  THIRD
 QY0555
 QY0555.The horizontal coordinates were established by classical geodetic methods
 QY0555.and adjusted by the National Geodetic Survey in July 1992..
 QY0555
 QY0555
 QY0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0555
 QY0555.The geoid height was determined by GEOID03.
 QY0555
 QY0555;                    North         East     Units Scale Factor Converg.
 QY0555;SPC MT       -   195,861.492   361,347.030   MT  0.99955649   -2 15 14.5
 QY0555;SPC MT       -   642,590.20  1,185,521.75   iFT  0.99955649   -2 15 14.5
 QY0555;UTM  12      - 5,091,951.575   377,486.393   MT  0.99978452   -1 08 13.6
 QY0555
 QY0555                          SUPERSEDED SURVEY CONTROL
 QY0555
 QY0555  NAD 83(1986)-  45 58 12.69890(N)    112 34 52.89722(W) AD(       ) 4
 QY0555  NAD 27      -  45 58 12.97000(N)    112 34 49.80000(W) AD(       ) 3
 QY0555
 QY0555.Superseded values are not recommended for survey control.
 QY0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0555.See file dsdata.txt to determine how the superseded data were derived.
 QY0555
 QY0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7748691952(NAD 83)
 QY0555
 QY0555  HISTORY     - Date     Condition        Report By
 QY0555  HISTORY     - 1956     MONUMENTED       CGS
 QY0555  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QY0555
 QY0555                          STATION DESCRIPTION
 QY0555
 QY0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0555'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF BUTTE.  IT
 QY0555'IS A THREE-LEGGED, STRUCTURAL STEEL MAST, RED AND WHITE IN
 QY0555'COLOR, AND IS 336 FEET IN HEIGHT.  THE POINT OBSERVED WAS
 QY0555'THE TOP OF THE MAST.
 QY0555
 QY0555                          STATION RECOVERY (1962)
 QY0555
 QY0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 QY0555'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0557 ***********************************************************************
 QY0557  DESIGNATION -  BUTTE TELEVISION STA KXLF TWR
 QY0557  PID         -  QY0557
 QY0557  STATE/COUNTY-  MT/SILVER BOW
 QY0557  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0557
 QY0557                         *CURRENT SURVEY CONTROL
 QY0557  ___________________________________________________________________
 QY0557* NAD 83(1992)-  45 59 48.92984(N)    112 30 54.50217(W)     ADJUSTED  
 QY0557* NAVD 88     -                                                        
 QY0557  ___________________________________________________________________
 QY0557  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 QY0557  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 QY0557
 QY0557  HORZ ORDER  -  THIRD
 QY0557
 QY0557.The horizontal coordinates were established by classical geodetic methods
 QY0557.and adjusted by the National Geodetic Survey in July 1992..
 QY0557
 QY0557
 QY0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0557
 QY0557.The geoid height was determined by GEOID03.
 QY0557
 QY0557;                    North         East     Units Scale Factor Converg.
 QY0557;SPC MT       -   198,629.524   366,587.592   MT  0.99954821   -2 12 20.1
 QY0557;SPC MT       -   651,671.67  1,202,715.20   iFT  0.99954821   -2 12 20.1
 QY0557;UTM  12      - 5,094,821.820   382,673.200   MT  0.99976923   -1 05 23.9
 QY0557
 QY0557                          SUPERSEDED SURVEY CONTROL
 QY0557
 QY0557  NAD 83(1986)-  45 59 48.92895(N)    112 30 54.50466(W) AD(       ) 4
 QY0557  NAD 27      -  45 59 49.20000(N)    112 30 51.42000(W) AD(       ) 3
 QY0557
 QY0557.Superseded values are not recommended for survey control.
 QY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0557.See file dsdata.txt to determine how the superseded data were derived.
 QY0557
 QY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8267394822(NAD 83)
 QY0557
 QY0557  HISTORY     - Date     Condition        Report By
 QY0557  HISTORY     - 1956     MONUMENTED       CGS
 QY0557  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QY0557
 QY0557                          STATION DESCRIPTION
 QY0557
 QY0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0557'THE STATION IS LOCATED IN THE SOUTHEAST PART OF BUTTE, AT THE
 QY0557'CORNER OF HARRISON AVENUE AND GEORGE STREET.  IT IS A FOUR-LEGGED,
 QY0557'STRUCTURAL STEEL TOWER WITH A 30-FOOT FINIAL AT THE TOP, RED
 QY0557'AND WHITE IN COLOR, AND IS 126 FEET IN HEIGHT.  THE POINT
 QY0557'OBSERVED WAS THE TOP OF THE FINIAL.
 QY0557
 QY0557                          STATION RECOVERY (1962)
 QY0557
 QY0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 QY0557'THE TELEVISION TOWER HAS BEEN TAKEN DOWN.  THE FOUR CONCRETE
 QY0557'FOOTINGS WERE RECOVERED AND USED FOR PHOTO.  IDENTIFICATION
 QY0557'PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0882 ***********************************************************************
 TN0882  DESIGNATION -  BUTTS
 TN0882  PID         -  TN0882
 TN0882  STATE/COUNTY-  MT/LINCOLN
 TN0882  USGS QUAD   -  REXFORD (1983)
 TN0882
 TN0882                         *CURRENT SURVEY CONTROL
 TN0882  ___________________________________________________________________
 TN0882* NAD 83(1992)-  48 58 54.43402(N)    115 10 12.58459(W)     ADJUSTED  
 TN0882* NAVD 88     -       723.57   (+/-2cm)    2373.9    (feet)  VERTCON   
 TN0882  ___________________________________________________________________
 TN0882  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TN0882  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 TN0882
 TN0882  HORZ ORDER  -  SECOND
 TN0882  VERT ORDER  -  THIRD ? (See Below)
 TN0882
 TN0882.The horizontal coordinates were established by classical geodetic methods
 TN0882.and adjusted by the National Geodetic Survey in July 1992..
 TN0882
 TN0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0882.The vertical order pertains to the NGVD 29 superseded value.
 TN0882
 TN0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0882
 TN0882.The geoid height was determined by GEOID03.
 TN0882
 TN0882;                    North         East     Units Scale Factor Converg.
 TN0882;SPC MT       -   540,858.423   185,319.841   MT  0.99998884   -4 08 51.9
 TN0882;SPC MT       - 1,774,469.89    608,004.73   iFT  0.99998884   -4 08 51.9
 TN0882;UTM  11      - 5,427,044.473   633,884.607   MT  0.99982021   +1 22 50.9
 TN0882
 TN0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0882!SPC MT       -   0.99988913  x   0.99998884  =   0.99987797
 TN0882!UTM  11      -   0.99988913  x   0.99982021  =   0.99970936
 TN0882
 TN0882|---------------------------------------------------------------------|
 TN0882| PID    Reference Object                     Distance      Geod. Az  |
 TN0882|                                                           dddmmss.s |
 TN0882| CH6570 BUTTS RM 1                           18.503 METERS 13226     |
 TN0882| TN0883 CAMPBELL RESET                      APPROX. 2.6 KM 1523412.3 |
 TN0882| TN0249 2362 GN                               8.946 METERS 24552     |
 TN0882|---------------------------------------------------------------------|
 TN0882
 TN0882                          SUPERSEDED SURVEY CONTROL
 TN0882
 TN0882  NAD 83(1986)-  48 58 54.44260(N)    115 10 12.58437(W) AD(       ) 2
 TN0882  NAD 27      -  48 58 54.57221(N)    115 10 08.96457(W) AD(       ) 2
 TN0882  NGVD 29 (07/19/86)  722.38   (m)         2370.0    (f) LEVELING    3  
 TN0882
 TN0882.Superseded values are not recommended for survey control.
 TN0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0882.See file dsdata.txt to determine how the superseded data were derived.
 TN0882
 TN0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3388527044(NAD 83)
 TN0882_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0882
 TN0882  HISTORY     - Date     Condition        Report By
 TN0882  HISTORY     - 1960     MONUMENTED       CGS
 TN0882  HISTORY     - 1963     GOOD             USGS
 TN0882
 TN0882                          STATION DESCRIPTION
 TN0882
 TN0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0882'THE STATION IS IN A FARMYARD, THE PROPERTY OF MR. CLARENCE
 TN0882'BUTTS.  IT IS ABOUT 5-1/2 MILES WEST AND 7 MILES NORTH OF
 TN0882'EUREKA, 1-1/2 MILES SOUTH OF GATEWAY, 0.1 MILE EAST OF THE
 TN0882'KOOTENAI RIVER AND IN THE SOUTHWEST 1/4 OF SECTION 7, T 37
 TN0882'N, R 27 W.
 TN0882'
 TN0882'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA, GO NORTH
 TN0882'ON U.S. HIGHWAY 93 FOR 1.65 MILES TO THE JUNCTION OF STATE
 TN0882'HIGHWAY 37, TURN LEFT AND GO WEST ON HIGHWAY 37 FOR 5.7
 TN0882'MILES TO A GRAVELED SIDE ROAD RIGHT JUST BEFORE REACHING A
 TN0882'BRIDGE, TURN RIGHT AND GO NORTH FOR 5.0 MILES TO A SMALL
 TN0882'HOUSE ON THE LEFT, TURN SHARP LEFT AND GO SOUTHERLY FOR 0.05
 TN0882'MILE TO THE STATION ON THE RIGHT.
 TN0882'
 TN0882'THE STATION MARKS ARE STANDARD DISKS, STAMPED BUTTS 1960.  THE
 TN0882'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 TN0882'POST PROJECTING 5 INCHES.  IT IS 166 FEET NORTHEAST OF THE
 TN0882'NORTHEAST CORNER OF THE FARMHOUSE, 94 FEET WEST OF THE CENTER
 TN0882'OF THE GRAVELED ROAD, 114 FEET NORTH OF A 30-INCH PINE TREE,
 TN0882'17 FEET SOUTHWEST OF THE CENTER OF A BOARD GATE AND 15
 TN0882'FEET SOUTHEAST OF THE CENTER OF A WIRE GATE.  THE UNDERGROUND
 TN0882'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 TN0882'THE GROUND SURFACE.
 TN0882'
 TN0882'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUTTS NO 1 1960,
 TN0882'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 TN0882'6 INCHES.  IT IS 154 FEET NORTHEAST OF THE NORTHEAST CORNER
 TN0882'OF THE FARM HOUSE, 85 FEET NORTHEAST OF THE PINE TREE AND 56
 TN0882'FEET SOUTHEAST OF THE CENTER OF THE BOARD GATE.
 TN0882'
 TN0882'2362 (USGS) IS A BRONZE DISK (CAST IN THE DISK IS THE LEGEND
 TN0882'UNITED STATES B.M.), STAMPED 2362 GN, CEMENTED IN A DRILL
 TN0882'HOLE IN THE TOP OF A 10-INCH SQUARE, GRANITE POST PROJECTING
 TN0882'16 INCHES.  IT IS 152 FEET NORTH OF THE NORTHEAST CORNER OF THE
 TN0882'FARMHOUSE, 104 FEET NORTH-NORTHWEST OF THE PINE TREE, 36 FEET
 TN0882'WEST OF THE CENTER OF THE FARM ROAD AND 23 FEET SOUTHWEST OF THE
 TN0882'CENTER OF THE WIRE GATE.
 TN0882'
 TN0882'TRIANGULATION STATION CAMPBELL (IBS) 1925 WAS USED AS AN
 TN0882'AZIMUTH MARK.
 TN0882
 TN0882                          STATION RECOVERY (1963)
 TN0882
 TN0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (RHM)
 TN0882'STATION MARK- STANDARD USC AND GS DISK STAMPED -BUTTS 1960- IN TOP
 TN0882'OF 11 INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0818 ***********************************************************************
 TM0818  DESIGNATION -  BYNUM
 TM0818  PID         -  TM0818
 TM0818  STATE/COUNTY-  MT/TETON
 TM0818  USGS QUAD   -  SOAP CREEK (1985)
 TM0818
 TM0818                         *CURRENT SURVEY CONTROL
 TM0818  ___________________________________________________________________
 TM0818* NAD 83(1992)-  48 01 32.34849(N)    112 23 17.90392(W)     ADJUSTED  
 TM0818* NAVD 88     -      1380.7    (meters)    4530.     (feet)  VERTCON   
 TM0818  ___________________________________________________________________
 TM0818  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 TM0818  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 TM0818
 TM0818  HORZ ORDER  -  FIRST
 TM0818
 TM0818.The horizontal coordinates were established by classical geodetic methods
 TM0818.and adjusted by the National Geodetic Survey in July 1992..
 TM0818
 TM0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0818
 TM0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0818
 TM0818.The geoid height was determined by GEOID03.
 TM0818
 TM0818;                    North         East     Units Scale Factor Converg.
 TM0818;SPC MT       -   423,516.788   384,711.848   MT  0.99954938   -2 06 46.1
 TM0818;SPC MT       - 1,389,490.77  1,262,177.98   iFT  0.99954938   -2 06 46.1
 TM0818;UTM  12      - 5,320,083.779   396,490.973   MT  0.99973165   -1 01 56.0
 TM0818
 TM0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0818!SPC MT       -   0.99978584  x   0.99954938  =   0.99933532
 TM0818!UTM  12      -   0.99978584  x   0.99973165  =   0.99951755
 TM0818
 TM0818:                Primary Azimuth Mark                     Grid Az
 TM0818:SPC MT       -  BYNUM AZ MK                              041 30 43.1
 TM0818:UTM  12      -  BYNUM AZ MK                              040 25 53.0
 TM0818
 TM0818|---------------------------------------------------------------------|
 TM0818| PID    Reference Object                     Distance      Geod. Az  |
 TM0818|                                                           dddmmss.s |
 TM0818| CN4067 BYNUM AZ MK                                        0392357.0 |
 TM0818|---------------------------------------------------------------------|
 TM0818
 TM0818                          SUPERSEDED SURVEY CONTROL
 TM0818
 TM0818  NAD 83(1986)-  48 01 32.35620(N)    112 23 17.88710(W) AD(       ) 1
 TM0818  NAD 27      -  48 01 32.52400(N)    112 23 14.77300(W) AD(       ) 1
 TM0818  NGVD 29 (07/19/86) 1379.7    (m)         4527.     (f) VERT ANG       
 TM0818
 TM0818.Superseded values are not recommended for survey control.
 TM0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0818.See file dsdata.txt to determine how the superseded data were derived.
 TM0818
 TM0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9649120084(NAD 83)
 TM0818_MARKER: DS = TRIANGULATION STATION DISK
 TM0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0818
 TM0818  HISTORY     - Date     Condition        Report By
 TM0818  HISTORY     - 1940     MONUMENTED       CGS
 TM0818  HISTORY     - 1957     GOOD             USGS
 TM0818  HISTORY     - 1973     GOOD             NGS
 TM0818
 TM0818                          STATION DESCRIPTION
 TM0818
 TM0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 TM0818'STATION IS ABOUT 5 MILES NW OF BYNUM AND ABOUT 12 MILES E OF
 TM0818'BLACKLEAF ON THE TOP AND NEAR THE HIGHEST POINT OF A LONG GRASS
 TM0818'COVERED BUTTE THAT PROJECTS OUT TO THE SE UPON A FLAT MESA.
 TM0818'STATION MARK IS ABOUT 180 FEET E OF THE HIGHEST POINT OF THE
 TM0818'BUTTE, 4.9 FEET W OF A WHITE WITNESS POST, PROJECTS 6 INCHES,
 TM0818'STAMPED BYNUM 1940.
 TM0818'
 TM0818'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 TM0818'DISKS SET IN CONCRETE, AS DESCRIBED.
 TM0818'
 TM0818'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES BELOW THE STATION,
 TM0818'PROJECTS 6 INCHES, STAMPED BYNUM NO. 1, 1940.
 TM0818'
 TM0818'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT BELOW THE STATION, PROJECTS
 TM0818'6 INCHES, STAMPED BYNUM NO. 2, 1940.
 TM0818'
 TM0818'AZIMUTH MARK, A STANDARD BRONZE DISK IS ON THE FIRST RIDGE W
 TM0818'OF MR. HUMBLES FARM SET IN THE TOP OF THE SLAB OF EXPOSED BEDROCK
 TM0818'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GENERAL GROUND LEVEL.
 TM0818'IT IS STAMPED BYNUM 1940.
 TM0818'
 TM0818'STATION IS REACHED FROM THE MAIN INTERSECTION IN BYNUM BY
 TM0818'GOING N ON U.S. HIGHWAY 89 FOR 3.3 MILES TO A DIRT TRACK ROAD
 TM0818'LEADING LEFT, (W).  TURN LEFT AND FOLLOW TRACK ROAD ALONG THE
 TM0818'N SIDE OF A FENCE FOR 0.15 MILE TO OLD CROSSROADS.  CONTINUE
 TM0818'W FOR 0.85 MILE TO WOODEN BRIDGE OVER DITCH.  PASS OVER BRIDGE
 TM0818'AND CONTINUE ON MAIN ROAD W FOR 0.8 MILE TO MR. HUMBLES FARM
 TM0818'YARD.  CONTINUE W ON TRACK ROAD FOR 0.3 MILE TO FORK.  TAKE
 TM0818'LEFT FORK AND GO W FOR 0.1 MILE.  THE AZIMUTH MARK IS ABOUT
 TM0818'200 YARDS RIGHT, (N) OF THE ROAD AT THIS POINT ON THE TOP OF A
 TM0818'LARGE EXPOSED PORTION OF FLAT BEDROCK SET IN THE HILLSIDE.  TO
 TM0818'CONTINUE TO STATION GO W FOR 0.2 MILE TO FORK.  TAKE
 TM0818'LEFT FORK, (SW) AND GO 0.3 MILE TO ANOTHER FORK.  TAKE
 TM0818'LEFT FORK AND GO S AND W FOR 0.1 MILE TO A POINT ABOUT 20
 TM0818'FEET BEFORE COMING TO A GATE.  TURN SHARP LEFT, (S)
 TM0818'LEAVING ROAD AND GO UPHILL FOR 0.15 MILE TO THE STATION
 TM0818'CLOSE TO THE HIGH POINT OF THE HILL.
 TM0818'
 TM0818'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 TM0818
 TM0818                          STATION RECOVERY (1957)
 TM0818
 TM0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TM0818'RECOVERED.
 TM0818'
 TM0818'STATION MARK--STANDARD USC AND GS BRONZE TABLET, SET IN CONCRETE
 TM0818'PROJECTING 6 IN., STAMPED ---BYNUM 1940---.
 TM0818
 TM0818                          STATION RECOVERY (1973)
 TM0818
 TM0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TM0818'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 TM0818'
 TM0818'TO REACH BYNUM FROM THE POST OFFICE IN PENDROY, MONTANA, DRIVE
 TM0818'1.60 MILES WEST ON MONT. 219 TO JUNCTION OF U.S. 89.  TURN LEFT,
 TM0818'DRIVE SOUTH 2.80 MILES TO TRACK ROAD RIGHT (THIS IS TURN TO
 TM0818'STATION JONES).  CONTINUE ON U.S. 89 1.1 MILE TO TRACK ROAD.
 TM0818'ROAD RIGHT (THIS IS TURN TO STATION BYNUM DESCRIBED IN 1940)
 TM0818'CONTINUE ON U.S. 89 1.10 MILES TO TRACK ROAD RIGHT AND GATE.
 TM0818'TURN RIGHT THROUGH GATE, AND DRIVE WEST 1.30 MILES TO TURN
 TM0818'NORTH, CONTINUE 0.25 MILES TO TURN BACK WEST, CONTINUE 0.80
 TM0818'MILES TO TURN NORTH AND GATE IN AN EAST-WEST FENCE.  CONTINUE
 TM0818'0.21 MILES TO WOOD BRIDGE, AND TURN NORTH, CONTINUE 0.50
 TM0818'MILES TO FORK IN ROAD.  TAKE RIGHT ROAD 0.50 MILES TO
 TM0818'NORTH-SOUTH FENCE AND TURN NORTH (RIGHT).  CONTINUE 0.35
 TM0818'MILES TO WIRE GATE ON LEFT GO THROUGH GATE AND FOLLOW
 TM0818'TRACK RD. NORTHWESTERLY, 0.20 MILES TO EAST-WEST FENCE AND WIRE
 TM0818'GATE.  FOLLOW MAIN TRACK RD. NORTHERLY TO A NORTH-SOUTH
 TM0818'FENCE LINE AND A PATCHED-OVER GATE.  FROM THIS POINT THE STATION
 TM0818'IS ESE, 500 FT ON TOP OF AND NEAR THE HIGHEST POINT OF A
 TM0818'LONG GRASS COVERED BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0488 ***********************************************************************
 ST0488  DESIGNATION -  BYNUM CHURCH SPIRE
 ST0488  PID         -  ST0488
 ST0488  STATE/COUNTY-  MT/TETON
 ST0488  USGS QUAD   -  BYNUM (1987)
 ST0488
 ST0488                         *CURRENT SURVEY CONTROL
 ST0488  ___________________________________________________________________
 ST0488* NAD 83(1992)-  47 58 40.69530(N)    112 18 56.22298(W)     ADJUSTED  
 ST0488* NAVD 88     -      1190.     (meters)    3904.     (feet)  SCALED    
 ST0488  ___________________________________________________________________
 ST0488  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 ST0488  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 ST0488
 ST0488  HORZ ORDER  -  THIRD
 ST0488
 ST0488.The horizontal coordinates were established by classical geodetic methods
 ST0488.and adjusted by the National Geodetic Survey in July 1992..
 ST0488
 ST0488.The orthometric height was scaled from a topographic map.
 ST0488
 ST0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0488
 ST0488.The geoid height was determined by GEOID03.
 ST0488
 ST0488;                    North         East     Units Scale Factor Converg.
 ST0488;SPC MT       -   418,023.641   389,937.122   MT  0.99953493   -2 03 34.7
 ST0488;SPC MT       - 1,371,468.64  1,279,321.27   iFT  0.99953493   -2 03 34.7
 ST0488;UTM  12      - 5,314,689.239   401,819.962   MT  0.99971844   -0 58 38.8
 ST0488
 ST0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0488!SPC MT       -   0.99981573  x   0.99953493  =   0.99935074
 ST0488!UTM  12      -   0.99981573  x   0.99971844  =   0.99953422
 ST0488
 ST0488                          SUPERSEDED SURVEY CONTROL
 ST0488
 ST0488  NAD 83(1986)-  47 58 40.69668(N)    112 18 56.21258(W) AD(       ) 4
 ST0488  NAD 27      -  47 58 40.84656(N)    112 18 53.08095(W) AD(       ) 3
 ST0488
 ST0488.Superseded values are not recommended for survey control.
 ST0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0488.See file dsdata.txt to determine how the superseded data were derived.
 ST0488
 ST0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU0182014689(NAD 83)
 ST0488_MARKER: 90 = CHURCH SPIRE
 ST0488
 ST0488  HISTORY     - Date     Condition        Report By
 ST0488  HISTORY     - 1935     FIRST OBSERVED   USGS
 ST0488
 ST0488                          STATION DESCRIPTION
 ST0488
 ST0488'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 ST0488'LOCATED IN TOWN OF BYNUM, CHURCH NEAREST BYNUM SCHOOL BUILDING.
 ST0488'
 ST0488'NOTE--THIS CHURCH HAS A FLUE OR CHIMNEY ON BACK END OF BUILDING.
 ST0488'
 ST0488'STATION MARK AND SIGNAL--APEX OF CHURCH SPIRE OF BELFRY.
 ST0488'
 ST0488'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG6502 ***********************************************************************
 DG6502  PACS        -  This is a Primary Airport Control Station.
 DG6502  DESIGNATION -  BZN A
 DG6502  PID         -  DG6502
 DG6502  STATE/COUNTY-  MT/GALLATIN
 DG6502  USGS QUAD   -  BELGRADE (1987)
 DG6502
 DG6502                         *CURRENT SURVEY CONTROL
 DG6502  ___________________________________________________________________
 DG6502* NAD 83(1999)-  45 46 41.95992(N)    111 09 22.80565(W)     ADJUSTED  
 DG6502* NAVD 88     -      1356.20   (meters)    4449.5    (feet)  GPS OBS   
 DG6502  ___________________________________________________________________
 DG6502  X           -  -1,608,574.994 (meters)                     COMP
 DG6502  Y           -  -4,156,546.641 (meters)                     COMP
 DG6502  Z           -   4,549,061.154 (meters)                     COMP
 DG6502  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 DG6502  ELLIP HEIGHT-        1344.81  (meters)          (08/05/04) GPS OBS
 DG6502  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 DG6502
 DG6502  HORZ ORDER  -  B
 DG6502  ELLP ORDER  -  FOURTH    CLASS I
 DG6502
 DG6502.This mark is at Gallatin Field Airport (BZN)
 DG6502
 DG6502.The horizontal coordinates were established by GPS observations
 DG6502.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6502.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG6502.DATUM ITEM on the data sheet items page.
 DG6502
 DG6502.The orthometric height was determined by GPS observations and a
 DG6502.high-resolution geoid model.
 DG6502
 DG6502.GPS derived orthometric heights for airport stations designated as
 DG6502.PACS or SACS are published to 2 decimal places.  This maintains
 DG6502.centimeter relative accuracy between the PACS and SACS.  It does
 DG6502.not indicate centimeter accuracy relative to other marks which are
 DG6502.part of the NAVD 88 network.
 DG6502
 DG6502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6502
 DG6502.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6502
 DG6502.The ellipsoidal height was determined by GPS observations
 DG6502.and is referenced to NAD 83.
 DG6502
 DG6502.The geoid height was determined by GEOID03.
 DG6502
 DG6502;                    North         East     Units Scale Factor Converg.
 DG6502;SPC MT       -   171,210.452   471,241.695   MT  0.99962209   -1 12 41.8
 DG6502;SPC MT       -   561,714.08  1,546,068.55   iFT  0.99962209   -1 12 41.8
 DG6502;UTM  12      - 5,069,429.931   487,846.376   MT  0.99960182   -0 06 43.3
 DG6502
 DG6502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6502!SPC MT       -   0.99978922  x   0.99962209  =   0.99941139
 DG6502!UTM  12      -   0.99978922  x   0.99960182  =   0.99939112
 DG6502
 DG6502                          SUPERSEDED SURVEY CONTROL
 DG6502
 DG6502.No superseded survey control is available for this station.
 DG6502
 DG6502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR8784669430(NAD 83)
 DG6502_MARKER: I = METAL ROD
 DG6502_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG6502_STAMPING: BZN A 2004
 DG6502_MARK LOGO: NGS   
 DG6502_PROJECTION: FLUSH
 DG6502_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6502+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 DG6502_ROD/PIPE-DEPTH: 3.1  meters
 DG6502_SLEEVE-DEPTH  : 0.9 meters
 DG6502
 DG6502  HISTORY     - Date     Condition        Report By
 DG6502  HISTORY     - 20040629 MONUMENTED       MSAM
 DG6502
 DG6502                          STATION DESCRIPTION
 DG6502
 DG6502'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6502'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6502'STATION IS LOCATED ABOUT 11.9 KM (7.4 MI)  NORTH-NORTHWEST OF BOZEMAN,
 DG6502'AND  2.25 KM (1.4 MI) EAST OF BELFORT. AT THE GALLATIN FIELD AIRPORT.
 DG6502'IT IS LOCATED IN A GRASS AREA FORMED BY TAXIWAYS D, C, AND A IN THE
 DG6502'CENTER OF THE AIRFIELD. THE AIRPORT IS CONTROLLED. PERMISSION TO USE
 DG6502'THIS STATION MUST BE OBTAINED FROM  THE AIRPORT MANAGER. CONTACT
 DG6502'AIRPORT MANAGER--MR TED MATHIS AT TELEPHONE 406-388-6632.
 DG6502'OWNERSHIP--GALLATIN FIELD AIRPORT.
 DG6502' 
 DG6502'TO REACH THE STATION FROM THE INTERSECTION OF I-90 AND NORTH 7TH ST.
 DG6502'(FRONTAGE RD) IN BOZEMAN GO NORTH ON THE FRONTAGE ROAD FOR 11.8 KM
 DG6502'(7.35 MI) TO GALLATIN FIELD RD. TURN RIGHT (NORTHEAST) FOR .80 KM (.50
 DG6502'MI) TO A ROAD LEADING TO THE CONTROL  TOWER.  TURN RIGHT (NORTHEAST)
 DG6502'FOR .16 KM (.10 MI) TO A GATE ON THE RIGHT  (SOUTHEAST).  GO THROUGH
 DG6502'THE GATE FOR 30 M (100 FT) TURN LEFT (NORTHEAST) ON TO  THE APRON FOR
 DG6502'76 M (250 FT) TO TAXIWAY A.  TURN LEFT (NORTHWEST) ON TAXIWAY A FOR
 DG6502'.39 KM (.24 MI) TO THE STATION ON THE RIGHT (NORTHEAST).
 DG6502' 
 DG6502'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DG6502'REFUSAL AT A DEPTH OF 3.08 M (10.1 FT) ENCASED IN A 0.9 M (3.0 FT)
 DG6502'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 DG6502'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 38.0 M
 DG6502'(124.7 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF TAXIWAY D, 21.0 M (68.9
 DG6502'FT) NORTHEAST OF THE  NORTHEAST EDGE OF TAXIWAY A, AND 17.4 M (57.1
 DG6502'FT) SOUTHWEST OF A SILVER BEACON LIGHT. NO WITNESS POST COULD BE
 DG6502'PLACED AT REQUEST OF AIRPORT MANAGER.  THIS  STATION IS DESIGNATED AS
 DG6502'A PRIMARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG6503 ***********************************************************************
 DG6503  SACS        -  This is a Secondary Airport Control Station.
 DG6503  DESIGNATION -  BZN B
 DG6503  PID         -  DG6503
 DG6503  STATE/COUNTY-  MT/GALLATIN
 DG6503  USGS QUAD   -  BELGRADE (1987)
 DG6503
 DG6503                         *CURRENT SURVEY CONTROL
 DG6503  ___________________________________________________________________
 DG6503* NAD 83(1999)-  45 47 10.41659(N)    111 10 02.09344(W)     ADJUSTED  
 DG6503* NAVD 88     -      1350.73   (meters)    4431.5    (feet)  GPS OBS   
 DG6503  ___________________________________________________________________
 DG6503  X           -  -1,609,137.874 (meters)                     COMP
 DG6503  Y           -  -4,155,649.295 (meters)                     COMP
 DG6503  Z           -   4,549,670.057 (meters)                     COMP
 DG6503  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DG6503  ELLIP HEIGHT-        1339.32  (meters)          (08/05/04) GPS OBS
 DG6503  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 DG6503
 DG6503  HORZ ORDER  -  FIRST
 DG6503  ELLP ORDER  -  FOURTH    CLASS I
 DG6503
 DG6503.This mark is at Gallatin Field Airport (BZN)
 DG6503
 DG6503.The horizontal coordinates were established by GPS observations
 DG6503.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6503.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG6503.DATUM ITEM on the data sheet items page.
 DG6503
 DG6503.The orthometric height was determined by GPS observations and a
 DG6503.high-resolution geoid model.
 DG6503
 DG6503.GPS derived orthometric heights for airport stations designated as
 DG6503.PACS or SACS are published to 2 decimal places.  This maintains
 DG6503.centimeter relative accuracy between the PACS and SACS.  It does
 DG6503.not indicate centimeter accuracy relative to other marks which are
 DG6503.part of the NAVD 88 network.
 DG6503
 DG6503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6503
 DG6503.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6503
 DG6503.The ellipsoidal height was determined by GPS observations
 DG6503.and is referenced to NAD 83.
 DG6503
 DG6503.The geoid height was determined by GEOID03.
 DG6503
 DG6503;                    North         East     Units Scale Factor Converg.
 DG6503;SPC MT       -   172,106.496   470,412.152   MT  0.99961917   -1 13 10.6
 DG6503;SPC MT       -   564,653.86  1,543,346.96   iFT  0.99961917   -1 13 10.6
 DG6503;UTM  12      - 5,070,309.873   486,999.805   MT  0.99960208   -0 07 11.5
 DG6503
 DG6503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6503!SPC MT       -   0.99979008  x   0.99961917  =   0.99940933
 DG6503!UTM  12      -   0.99979008  x   0.99960208  =   0.99939224
 DG6503
 DG6503                          SUPERSEDED SURVEY CONTROL
 DG6503
 DG6503.No superseded survey control is available for this station.
 DG6503
 DG6503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR8700070310(NAD 83)
 DG6503_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6503_STAMPING: BZN B 2004
 DG6503_MARK LOGO: NGS   
 DG6503_PROJECTION: FLUSH
 DG6503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6503+STABILITY: SURFACE MOTION
 DG6503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6503+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 DG6503
 DG6503  HISTORY     - Date     Condition        Report By
 DG6503  HISTORY     - 20040629 MONUMENTED       MSAM
 DG6503
 DG6503                          STATION DESCRIPTION
 DG6503
 DG6503'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6503'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6503'STATION IS LOCATED ABOUT 11.9 KM (7.4 MI)  NORTH-NORTHWEST OF BOZEMAN,
 DG6503'AND  2.25 KM (1.4 MI) EAST OF BELFORT. AT THE GALLATIN FIELD AIRPORT.
 DG6503'IT IS LOCATED IN THE GRASS MEDIAN FORMED BY TAXIWAY A AND RUNWAY 12-30
 DG6503'AT THE NORTHWEST END OF  TAXIWAY A AT THE APPROACH END OF RUNWAY 12.
 DG6503'THE AIRPORT IS CONTROLLED. PERMISSION TO USE THIS STATION MUST BE
 DG6503'OBTAINED FROM  THE AIRPORT MANAGER. CONTACT AIRPORT MANAGER--MR TED
 DG6503'MATHIS AT TELEPHONE 406-388-6632.  OWNERSHIP--GALLATIN FIELD AIRPORT.
 DG6503' 
 DG6503'TO REACH THE STATION FROM THE INTERSECTION OF I-90 AND NORTH 7TH ST.
 DG6503'(FRONTAGE RD) IN BOZEMAN GO NORTH ON THE FRONTAGE ROAD FOR 11.8 KM
 DG6503'(7.35 MI) TO GALLATIN FIELD RD. TURN RIGHT (NORTHEAST) FOR .80 KM (.50
 DG6503'MI) TO A ROAD LEADING TO THE CONTROL  TOWER.  TURN RIGHT (NORTHEAST)
 DG6503'FOR .16 KM (.10 MI) TO A GATE ON THE RIGHT  (SOUTHEAST).  GO THROUGH
 DG6503'THE GATE FOR 30 M (100 FT) TURN LEFT (NORTHEAST) ON TO  THE APRON FOR
 DG6503'76 M (250 FT) TO TAXIWAY A.  TURN LEFT (NORTHWEST) ON TAXIWAY A FOR
 DG6503'1.13 KM (.70 MI) TO THE STATION ON THE RIGHT (NORTHEAST).
 DG6503' 
 DG6503'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE MONUMENT
 DG6503'FLUSH WITH  THE GROUND.  IT IS 106.1 M (348.1 FT) WEST OF A WINDSOCK,
 DG6503'77.0 M (252.6 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF TAXIWAY A LEADING
 DG6503'TO RUNWAY 12-30, AND 25.8 M (84.6 FT) NORTHEAST OF THE NORTHEAST EDGE
 DG6503'OF PARALLEL TAXIWAY A.  NO WITNESS POST WAS PLACED AT AIRPORT MANAGERS
 DG6503'REQUEST.  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT  CONTROL
 DG6503'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG6504 ***********************************************************************
 DG6504  SACS        -  This is a Secondary Airport Control Station.
 DG6504  DESIGNATION -  BZN C
 DG6504  PID         -  DG6504
 DG6504  STATE/COUNTY-  MT/GALLATIN
 DG6504  USGS QUAD   -  BELGRADE (1987)
 DG6504
 DG6504                         *CURRENT SURVEY CONTROL
 DG6504  ___________________________________________________________________
 DG6504* NAD 83(1999)-  45 46 11.51486(N)    111 08 39.98454(W)     ADJUSTED  
 DG6504* NAVD 88     -      1360.82   (meters)    4464.6    (feet)  GPS OBS   
 DG6504  ___________________________________________________________________
 DG6504  X           -  -1,607,956.243 (meters)                     COMP
 DG6504  Y           -  -4,157,511.879 (meters)                     COMP
 DG6504  Z           -   4,548,408.732 (meters)                     COMP
 DG6504  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DG6504  ELLIP HEIGHT-        1349.46  (meters)          (08/05/04) GPS OBS
 DG6504  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 DG6504
 DG6504  HORZ ORDER  -  FIRST
 DG6504  ELLP ORDER  -  FOURTH    CLASS I
 DG6504
 DG6504.This mark is at Gallatin Field Airport (BZN)
 DG6504
 DG6504.The horizontal coordinates were established by GPS observations
 DG6504.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6504.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG6504.DATUM ITEM on the data sheet items page.
 DG6504
 DG6504.The orthometric height was determined by GPS observations and a
 DG6504.high-resolution geoid model.
 DG6504
 DG6504.GPS derived orthometric heights for airport stations designated as
 DG6504.PACS or SACS are published to 2 decimal places.  This maintains
 DG6504.centimeter relative accuracy between the PACS and SACS.  It does
 DG6504.not indicate centimeter accuracy relative to other marks which are
 DG6504.part of the NAVD 88 network.
 DG6504
 DG6504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6504
 DG6504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6504
 DG6504.The ellipsoidal height was determined by GPS observations
 DG6504.and is referenced to NAD 83.
 DG6504
 DG6504.The geoid height was determined by GEOID03.
 DG6504
 DG6504;                    North         East     Units Scale Factor Converg.
 DG6504;SPC MT       -   170,251.565   472,146.494   MT  0.99962524   -1 12 10.5
 DG6504;SPC MT       -   558,568.13  1,549,037.05   iFT  0.99962524   -1 12 10.5
 DG6504;UTM  12      - 5,068,488.602   488,769.388   MT  0.99960155   -0 06 12.6
 DG6504
 DG6504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6504!SPC MT       -   0.99978849  x   0.99962524  =   0.99941381
 DG6504!UTM  12      -   0.99978849  x   0.99960155  =   0.99939012
 DG6504
 DG6504                          SUPERSEDED SURVEY CONTROL
 DG6504
 DG6504.No superseded survey control is available for this station.
 DG6504
 DG6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR8876968489(NAD 83)
 DG6504_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6504_STAMPING: BZN C 2004
 DG6504_MARK LOGO: NGS   
 DG6504_PROJECTION: FLUSH
 DG6504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6504+STABILITY: SURFACE MOTION
 DG6504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6504+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 DG6504
 DG6504  HISTORY     - Date     Condition        Report By
 DG6504  HISTORY     - 20040629 MONUMENTED       MSAM
 DG6504
 DG6504                          STATION DESCRIPTION
 DG6504
 DG6504'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6504'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6504'STATION IS LOCATED ABOUT 11.9 KM (7.4 MI)  NORTH-NORTHWEST OF BOZEMAN,
 DG6504'AND  2.25 KM (1.4 MI) EAST OF BELFORT. AT THE GALLATIN FIELD AIRPORT.
 DG6504'IT IS LOCATED IN A GRASS MEDIAN FORMED BY TAXIWAY A AND RUNWAY 12-30
 DG6504'AT THE SOUTHEAST END OF  TAXIWAY A AT THE APPROACH END OF RUNWAY 30.
 DG6504'THE AIRPORT IS CONTROLLED. PERMISSION TO USE THIS STATION MUST BE
 DG6504'OBTAINED FROM  THE AIRPORT MANAGER. CONTACT AIRPORT MANAGER--MR TED
 DG6504'MATHIS AT TELEPHONE 406-388-6632.  OWNERSHIP--GALLATIN FIELD AIRPORT.
 DG6504' 
 DG6504'TO REACH THE STATION FROM THE INTERSECTION OF I-90 AND NORTH 7TH ST.
 DG6504'(FRONTAGE RD) IN BOZEMAN GO NORTH ON THE FRONTAGE ROAD FOR 11.8 KM
 DG6504'(7.35 MI) TO GALLATIN FIELD RD. TURN RIGHT (NORTHEAST) FOR .80 KM (.50
 DG6504'MI) TO A ROAD LEADING TO THE CONTROL  TOWER.  TURN RIGHT (NORTHEAST)
 DG6504'FOR .16 KM (.10 MI) TO A GATE ON THE RIGHT  (SOUTHEAST).  GO THROUGH
 DG6504'THE GATE FOR 30 M (100 FT) TURN LEFT (NORTHEAST) ON TO  THE APRON FOR
 DG6504'76 M (250 FT) TO TAXIWAY A.  TURN RIGHT (SOUTHEAST) ON TAXIWAY A FOR
 DG6504'.85 KM (.53 MI) TO THE STATION ON THE LEFT (NORTHEAST).
 DG6504' 
 DG6504'THE STATION IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE MONUMENT
 DG6504'FLUSH WITH  THE GROUND.  IT IS 109.4 M (358.9 FT) SOUTH OF A WINDSOCK,
 DG6504'34.4 M (112.9 FT)  NORTH OF THE 1ST TAXIWAY LIGHT NORTHWEST OF THE
 DG6504'CURVE, AND 27.7 M (90.9 FT) NORTHEAST OF THE NORTHEAST EDGE OF TAXIWAY
 DG6504'A.  NO WITNESS POST WAS PLACED AT  AIRPORT MANGERS REQUEST.  THIS
 DG6504'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0020 ***********************************************************************
 PZ0020  DESIGNATION -  C
 PZ0020  PID         -  PZ0020
 PZ0020  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0020  USGS QUAD   -  SNOWLINE (1968)
 PZ0020
 PZ0020                         *CURRENT SURVEY CONTROL
 PZ0020  ___________________________________________________________________
 PZ0020* NAD 83(1986)-  44 34 32.     (N)    112 22 57.     (W)     SCALED    
 PZ0020* NAVD 88     -      2032.491  (meters)    6668.26   (feet)  ADJUSTED  
 PZ0020  ___________________________________________________________________
 PZ0020  GEOID HEIGHT-         -10.06  (meters)                     GEOID03
 PZ0020  DYNAMIC HT  -        2031.300 (meters)    6664.36  (feet)  COMP
 PZ0020  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 PZ0020
 PZ0020  VERT ORDER  -  FIRST     CLASS II
 PZ0020
 PZ0020.The horizontal coordinates were scaled from a topographic map and have
 PZ0020.an estimated accuracy of +/- 6 seconds.
 PZ0020
 PZ0020.The orthometric height was determined by differential leveling
 PZ0020.and adjusted by the National Geodetic Survey in June 1991..
 PZ0020.WARNING-Repeat measurements at this control monument indicate possible
 PZ0020.vertical movement.
 PZ0020
 PZ0020.The geoid height was determined by GEOID03.
 PZ0020
 PZ0020.The dynamic height is computed by dividing the NAVD 88
 PZ0020.geopotential number by the normal gravity value computed on the
 PZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0020.degrees latitude (g = 980.6199 gals.).
 PZ0020
 PZ0020.The modeled gravity was interpolated from observed gravity values.
 PZ0020
 PZ0020;                    North         East    Units  Estimated Accuracy
 PZ0020;SPC MT       -    40,400.      371,040.      MT  (+/- 180 meters Scaled)
 PZ0020
 PZ0020                          SUPERSEDED SURVEY CONTROL
 PZ0020
 PZ0020  NGVD 29 (??/??/92) 2031.110  (m)         6663.73   (f) ADJ UNCH    1 2
 PZ0020
 PZ0020.Superseded values are not recommended for survey control.
 PZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0020.See file dsdata.txt to determine how the superseded data were derived.
 PZ0020
 PZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ902367(NAD 83)
 PZ0020_MARKER: P = PIPE CAP
 PZ0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0020_STAMPING: C
 PZ0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0020
 PZ0020  HISTORY     - Date     Condition        Report By
 PZ0020  HISTORY     - UNK      MONUMENTED       CGS
 PZ0020  HISTORY     - 1962     GOOD             NGS
 PZ0020  HISTORY     - 1968     GOOD             NGS
 PZ0020
 PZ0020                          STATION DESCRIPTION
 PZ0020
 PZ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PZ0020'3.65 MI NW FROM MONIDA.
 PZ0020'3.65 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0020'AT MONIDA, 55 FEET NORTH OF THE THIRD POLE WEST-NORTHWEST OF MILEPOLE
 PZ0020'268 1/4, 100 FEET NORTH-NORTHEAST OF THE NEAR RAIL, 4.0 FEET
 PZ0020'EAST-SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET WEST-NORTHWEST OF A
 PZ0020'FENCE, ABOUT 3 FEET LOWER THAN THE TRACK, A CAP SCREWED ON THE TOP OF
 PZ0020'A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.  NOTE--
 PZ0020'THE LETTER C WAS STAMPED ON THIS MARK BY THIS PARTY IN 1962.
 PZ0020
 PZ0020                          STATION RECOVERY (1968)
 PZ0020
 PZ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PZ0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0133 ***********************************************************************
 SS0133  DESIGNATION -  C 10 I
 SS0133  PID         -  SS0133
 SS0133  STATE/COUNTY-  MT/JUDITH BASIN
 SS0133  USGS QUAD   -  CAYUSE BASIN (1995)
 SS0133
 SS0133                         *CURRENT SURVEY CONTROL
 SS0133  ___________________________________________________________________
 SS0133* NAD 83(1986)-  47 04 40.     (N)    110 18 48.     (W)     SCALED    
 SS0133* NAVD 88     -      1451.364  (meters)    4761.68   (feet)  ADJUSTED  
 SS0133  ___________________________________________________________________
 SS0133  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 SS0133  DYNAMIC HT  -        1451.100 (meters)    4760.82  (feet)  COMP
 SS0133  MODELED GRAV-     980,379.9   (mgal)                       NAVD 88
 SS0133
 SS0133  VERT ORDER  -  SECOND    CLASS 0
 SS0133
 SS0133.The horizontal coordinates were scaled from a topographic map and have
 SS0133.an estimated accuracy of +/- 6 seconds.
 SS0133
 SS0133.The orthometric height was determined by differential leveling
 SS0133.and adjusted by the National Geodetic Survey in June 1991..
 SS0133
 SS0133.The geoid height was determined by GEOID03.
 SS0133
 SS0133.The dynamic height is computed by dividing the NAVD 88
 SS0133.geopotential number by the normal gravity value computed on the
 SS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0133.degrees latitude (g = 980.6199 gals.).
 SS0133
 SS0133.The modeled gravity was interpolated from observed gravity values.
 SS0133
 SS0133;                    North         East    Units  Estimated Accuracy
 SS0133;SPC MT       -   314,540.      538,270.      MT  (+/- 180 meters Scaled)
 SS0133
 SS0133                          SUPERSEDED SURVEY CONTROL
 SS0133
 SS0133  NGVD 29 (??/??/92) 1450.383  (m)         4758.46   (f) ADJ UNCH    2 0
 SS0133
 SS0133.Superseded values are not recommended for survey control.
 SS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0133.See file dsdata.txt to determine how the superseded data were derived.
 SS0133
 SS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT521140(NAD 83)
 SS0133_MARKER: DS = TRIANGULATION STATION DISK
 SS0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0133_STAMPING: C 10 I 1961
 SS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0133+STABILITY: SURFACE MOTION
 SS0133
 SS0133  HISTORY     - Date     Condition        Report By
 SS0133  HISTORY     - 1961     MONUMENTED       CGS
 SS0133
 SS0133                          STATION DESCRIPTION
 SS0133
 SS0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0133'8.4 MI SW FROM STANFORD.
 SS0133'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0133'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0133'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 2.25
 SS0133'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ACROSS A
 SS0133'PASTURE AND A CULTIVATED FIELD, IN SECTION 10, T 15 N, R 11 E, 342
 SS0133'FEET WEST-SOUTHWEST OF A FENCE CORNER, 91.1 FEET NORTHWEST OF C 10 I
 SS0133'R.M. 1, 56.4 FEET NORTHEAST OF C 10 I R.M. 2, 7.7 FEET WEST OF A METAL
 SS0133'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SS0133'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0132 ***********************************************************************
 SS0132  DESIGNATION -  C 10 I RM 1
 SS0132  PID         -  SS0132
 SS0132  STATE/COUNTY-  MT/JUDITH BASIN
 SS0132  USGS QUAD   -  CAYUSE BASIN (1995)
 SS0132
 SS0132                         *CURRENT SURVEY CONTROL
 SS0132  ___________________________________________________________________
 SS0132* NAD 83(1986)-  47 04 40.     (N)    110 18 49.     (W)     SCALED    
 SS0132* NAVD 88     -      1450.324  (meters)    4758.27   (feet)  ADJUSTED  
 SS0132  ___________________________________________________________________
 SS0132  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 SS0132  DYNAMIC HT  -        1450.060 (meters)    4757.41  (feet)  COMP
 SS0132  MODELED GRAV-     980,379.9   (mgal)                       NAVD 88
 SS0132
 SS0132  VERT ORDER  -  SECOND    CLASS 0
 SS0132
 SS0132.The horizontal coordinates were scaled from a topographic map and have
 SS0132.an estimated accuracy of +/- 6 seconds.
 SS0132
 SS0132.The orthometric height was determined by differential leveling
 SS0132.and adjusted by the National Geodetic Survey in June 1991..
 SS0132
 SS0132.The geoid height was determined by GEOID03.
 SS0132
 SS0132.The dynamic height is computed by dividing the NAVD 88
 SS0132.geopotential number by the normal gravity value computed on the
 SS0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0132.degrees latitude (g = 980.6199 gals.).
 SS0132
 SS0132.The modeled gravity was interpolated from observed gravity values.
 SS0132
 SS0132;                    North         East    Units  Estimated Accuracy
 SS0132;SPC MT       -   314,540.      538,250.      MT  (+/- 180 meters Scaled)
 SS0132
 SS0132                          SUPERSEDED SURVEY CONTROL
 SS0132
 SS0132  NGVD 29 (??/??/92) 1449.342  (m)         4755.05   (f) ADJ UNCH    2 0
 SS0132
 SS0132.Superseded values are not recommended for survey control.
 SS0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0132.See file dsdata.txt to determine how the superseded data were derived.
 SS0132
 SS0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT521140(NAD 83)
 SS0132_MARKER: DR = REFERENCE MARK DISK
 SS0132_SETTING: 66 = SET IN ROCK OUTCROP
 SS0132_SP_SET: ROCK
 SS0132_STAMPING: C 10 I NO 1 1961
 SS0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0132+STABILITY: POSITION/ELEVATION WELL
 SS0132
 SS0132  HISTORY     - Date     Condition        Report By
 SS0132  HISTORY     - 1961     MONUMENTED       CGS
 SS0132
 SS0132                          STATION DESCRIPTION
 SS0132
 SS0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0132'8.4 MI SW FROM STANFORD.
 SS0132'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0132'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0132'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 2.25
 SS0132'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ACROSS A
 SS0132'PASTURE AND A CULTIVATED FIELD, IN SECTION 10, T 15 N, R 11 E, 318
 SS0132'FEET SOUTHWEST OF A FENCE CORNER, 91.1 FEET SOUTHEAST OF C 10 I 1961,
 SS0132'AND SET IN THE TOP OF A ROCK WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0134 ***********************************************************************
 SS0134  DESIGNATION -  C 10 I RM 2
 SS0134  PID         -  SS0134
 SS0134  STATE/COUNTY-  MT/JUDITH BASIN
 SS0134  USGS QUAD   -  CAYUSE BASIN (1995)
 SS0134
 SS0134                         *CURRENT SURVEY CONTROL
 SS0134  ___________________________________________________________________
 SS0134* NAD 83(1986)-  47 04 40.     (N)    110 18 48.     (W)     SCALED    
 SS0134* NAVD 88     -      1451.507  (meters)    4762.15   (feet)  ADJUSTED  
 SS0134  ___________________________________________________________________
 SS0134  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 SS0134  DYNAMIC HT  -        1451.243 (meters)    4761.29  (feet)  COMP
 SS0134  MODELED GRAV-     980,379.9   (mgal)                       NAVD 88
 SS0134
 SS0134  VERT ORDER  -  SECOND    CLASS 0
 SS0134
 SS0134.The horizontal coordinates were scaled from a topographic map and have
 SS0134.an estimated accuracy of +/- 6 seconds.
 SS0134
 SS0134.The orthometric height was determined by differential leveling
 SS0134.and adjusted by the National Geodetic Survey in June 1991..
 SS0134
 SS0134.The geoid height was determined by GEOID03.
 SS0134
 SS0134.The dynamic height is computed by dividing the NAVD 88
 SS0134.geopotential number by the normal gravity value computed on the
 SS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0134.degrees latitude (g = 980.6199 gals.).
 SS0134
 SS0134.The modeled gravity was interpolated from observed gravity values.
 SS0134
 SS0134;                    North         East    Units  Estimated Accuracy
 SS0134;SPC MT       -   314,540.      538,270.      MT  (+/- 180 meters Scaled)
 SS0134
 SS0134                          SUPERSEDED SURVEY CONTROL
 SS0134
 SS0134  NGVD 29 (??/??/92) 1450.526  (m)         4758.93   (f) ADJ UNCH    2 0
 SS0134
 SS0134.Superseded values are not recommended for survey control.
 SS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0134.See file dsdata.txt to determine how the superseded data were derived.
 SS0134
 SS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT521140(NAD 83)
 SS0134_MARKER: DR = REFERENCE MARK DISK
 SS0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0134_STAMPING: C 10 I NO 2 1961
 SS0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0134+STABILITY: SURFACE MOTION
 SS0134
 SS0134  HISTORY     - Date     Condition        Report By
 SS0134  HISTORY     - 1961     MONUMENTED       CGS
 SS0134
 SS0134                          STATION DESCRIPTION
 SS0134
 SS0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0134'8.4 MI SW FROM STANFORD.
 SS0134'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0134'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0134'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 2.25
 SS0134'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ACROSS A
 SS0134'PASTURE AND A CULTIVATED FIELD, IN SECTION 10, T 15 N, R 11 E, 375
 SS0134'FEET WEST-SOUTHWEST OF A FENCE CORNER, 56.4 FEET SOUTHWEST OF C 10 I
 SS0134'1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0130 ***********************************************************************
 SS0130  DESIGNATION -  C 10 J
 SS0130  PID         -  SS0130
 SS0130  STATE/COUNTY-  MT/JUDITH BASIN
 SS0130  USGS QUAD   -  CAYUSE BASIN (1995)
 SS0130
 SS0130                         *CURRENT SURVEY CONTROL
 SS0130  ___________________________________________________________________
 SS0130* NAD 83(1986)-  47 04 38.     (N)    110 18 04.     (W)     SCALED    
 SS0130* NAVD 88     -      1506.241  (meters)    4941.73   (feet)  ADJUSTED  
 SS0130  ___________________________________________________________________
 SS0130  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 SS0130  DYNAMIC HT  -        1505.974 (meters)    4940.85  (feet)  COMP
 SS0130  MODELED GRAV-     980,382.4   (mgal)                       NAVD 88
 SS0130
 SS0130  VERT ORDER  -  SECOND    CLASS 0
 SS0130
 SS0130.The horizontal coordinates were scaled from a topographic map and have
 SS0130.an estimated accuracy of +/- 6 seconds.
 SS0130
 SS0130.The orthometric height was determined by differential leveling
 SS0130.and adjusted by the National Geodetic Survey in June 1991..
 SS0130
 SS0130.The geoid height was determined by GEOID03.
 SS0130
 SS0130.The dynamic height is computed by dividing the NAVD 88
 SS0130.geopotential number by the normal gravity value computed on the
 SS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0130.degrees latitude (g = 980.6199 gals.).
 SS0130
 SS0130.The modeled gravity was interpolated from observed gravity values.
 SS0130
 SS0130;                    North         East    Units  Estimated Accuracy
 SS0130;SPC MT       -   314,470.      539,200.      MT  (+/- 180 meters Scaled)
 SS0130
 SS0130                          SUPERSEDED SURVEY CONTROL
 SS0130
 SS0130  NGVD 29 (??/??/92) 1505.268  (m)         4938.53   (f) ADJ UNCH    2 0
 SS0130
 SS0130.Superseded values are not recommended for survey control.
 SS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0130.See file dsdata.txt to determine how the superseded data were derived.
 SS0130
 SS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT530139(NAD 83)
 SS0130_MARKER: DS = TRIANGULATION STATION DISK
 SS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0130_STAMPING: C 10 J 1961
 SS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0130+STABILITY: SURFACE MOTION
 SS0130
 SS0130  HISTORY     - Date     Condition        Report By
 SS0130  HISTORY     - 1961     MONUMENTED       CGS
 SS0130
 SS0130                          STATION DESCRIPTION
 SS0130
 SS0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0130'8.4 MI SW FROM STANFORD.
 SS0130'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0130'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0130'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 2.25
 SS0130'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ACROSS A
 SS0130'PASTURE TO THE WEST RIM OF A HILL, IN SECTION 11, T 15 N, R 11 E, 13
 SS0130'1/2 FEET NORTHWEST OF A 14-INCH PINE TREE WITH A TRIANGULAR BLAZE ON
 SS0130'THE WEST SIDE, 68.4 FEET NORTHWEST OF C 10 J R.M. 1, 66.2 FEET
 SS0130'NORTHEAST OF C 10 J R.M. 2, 7.0 FEET NORTHWEST OF A METAL WITNESS
 SS0130'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0131 ***********************************************************************
 SS0131  DESIGNATION -  C 10 J RM 1
 SS0131  PID         -  SS0131
 SS0131  STATE/COUNTY-  MT/JUDITH BASIN
 SS0131  USGS QUAD   -  CAYUSE BASIN (1995)
 SS0131
 SS0131                         *CURRENT SURVEY CONTROL
 SS0131  ___________________________________________________________________
 SS0131* NAD 83(1986)-  47 04 39.     (N)    110 18 04.     (W)     SCALED    
 SS0131* NAVD 88     -      1508.627  (meters)    4949.55   (feet)  ADJUSTED  
 SS0131  ___________________________________________________________________
 SS0131  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 SS0131  DYNAMIC HT  -        1508.360 (meters)    4948.68  (feet)  COMP
 SS0131  MODELED GRAV-     980,382.6   (mgal)                       NAVD 88
 SS0131
 SS0131  VERT ORDER  -  SECOND    CLASS 0
 SS0131
 SS0131.The horizontal coordinates were scaled from a topographic map and have
 SS0131.an estimated accuracy of +/- 6 seconds.
 SS0131
 SS0131.The orthometric height was determined by differential leveling
 SS0131.and adjusted by the National Geodetic Survey in June 1991..
 SS0131
 SS0131.The geoid height was determined by GEOID03.
 SS0131
 SS0131.The dynamic height is computed by dividing the NAVD 88
 SS0131.geopotential number by the normal gravity value computed on the
 SS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0131.degrees latitude (g = 980.6199 gals.).
 SS0131
 SS0131.The modeled gravity was interpolated from observed gravity values.
 SS0131
 SS0131;                    North         East    Units  Estimated Accuracy
 SS0131;SPC MT       -   314,500.      539,200.      MT  (+/- 180 meters Scaled)
 SS0131
 SS0131                          SUPERSEDED SURVEY CONTROL
 SS0131
 SS0131  NGVD 29 (??/??/92) 1507.654  (m)         4946.36   (f) ADJ UNCH    2 0
 SS0131
 SS0131.Superseded values are not recommended for survey control.
 SS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0131.See file dsdata.txt to determine how the superseded data were derived.
 SS0131
 SS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT530140(NAD 83)
 SS0131_MARKER: DR = REFERENCE MARK DISK
 SS0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0131_STAMPING: C 10 J NO 1 1961
 SS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0131+STABILITY: SURFACE MOTION
 SS0131
 SS0131  HISTORY     - Date     Condition        Report By
 SS0131  HISTORY     - 1961     MONUMENTED       CGS
 SS0131
 SS0131                          STATION DESCRIPTION
 SS0131
 SS0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0131'8.4 MI SW FROM STANFORD.
 SS0131'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0131'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0131'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 2.25
 SS0131'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ACROSS A
 SS0131'PASTURE TO THE WEST RIM OF A HILL, IN SECTION 11, T 15 N, R 11 E, 57
 SS0131'FEET SOUTHEAST OF A 14-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE
 SS0131'WEST SIDE, 68.4 FEET SOUTHEAST OF C 10 J 1961, AND SET IN THE TOP OF A
 SS0131'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0129 ***********************************************************************
 SS0129  DESIGNATION -  C 10 J RM 2
 SS0129  PID         -  SS0129
 SS0129  STATE/COUNTY-  MT/JUDITH BASIN
 SS0129  USGS QUAD   -  CAYUSE BASIN (1995)
 SS0129
 SS0129                         *CURRENT SURVEY CONTROL
 SS0129  ___________________________________________________________________
 SS0129* NAD 83(1986)-  47 04 38.     (N)    110 18 03.     (W)     SCALED    
 SS0129* NAVD 88     -      1505.042  (meters)    4937.79   (feet)  ADJUSTED  
 SS0129  ___________________________________________________________________
 SS0129  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 SS0129  DYNAMIC HT  -        1504.776 (meters)    4936.92  (feet)  COMP
 SS0129  MODELED GRAV-     980,382.4   (mgal)                       NAVD 88
 SS0129
 SS0129  VERT ORDER  -  SECOND    CLASS 0
 SS0129
 SS0129.The horizontal coordinates were scaled from a topographic map and have
 SS0129.an estimated accuracy of +/- 6 seconds.
 SS0129
 SS0129.The orthometric height was determined by differential leveling
 SS0129.and adjusted by the National Geodetic Survey in June 1991..
 SS0129
 SS0129.The geoid height was determined by GEOID03.
 SS0129
 SS0129.The dynamic height is computed by dividing the NAVD 88
 SS0129.geopotential number by the normal gravity value computed on the
 SS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0129.degrees latitude (g = 980.6199 gals.).
 SS0129
 SS0129.The modeled gravity was interpolated from observed gravity values.
 SS0129
 SS0129;                    North         East    Units  Estimated Accuracy
 SS0129;SPC MT       -   314,470.      539,220.      MT  (+/- 180 meters Scaled)
 SS0129
 SS0129                          SUPERSEDED SURVEY CONTROL
 SS0129
 SS0129  NGVD 29 (??/??/92) 1504.069  (m)         4934.60   (f) ADJ UNCH    2 0
 SS0129
 SS0129.Superseded values are not recommended for survey control.
 SS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0129.See file dsdata.txt to determine how the superseded data were derived.
 SS0129
 SS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT530139(NAD 83)
 SS0129_MARKER: DR = REFERENCE MARK DISK
 SS0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0129_STAMPING: C 10 J NO 2 1961
 SS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0129+STABILITY: SURFACE MOTION
 SS0129
 SS0129  HISTORY     - Date     Condition        Report By
 SS0129  HISTORY     - 1961     MONUMENTED       CGS
 SS0129
 SS0129                          STATION DESCRIPTION
 SS0129
 SS0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0129'8.4 MI SW FROM STANFORD.
 SS0129'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0129'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0129'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 2.25
 SS0129'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ACROSS A
 SS0129'PASTURE TO THE WEST RIM OF A HILL, IN SECTION 11, T 15 N, R 11 E, 59
 SS0129'FEET SOUTHWEST OF A 14-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE
 SS0129'WEST SIDE, 66.2 FEET SOUTHWEST OF C 10 J 1961, AND SET IN THE TOP OF A
 SS0129'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0414 ***********************************************************************
 ST0414  DESIGNATION -  C 100
 ST0414  PID         -  ST0414
 ST0414  STATE/COUNTY-  MT/MISSOULA
 ST0414  USGS QUAD   -  SALMON LAKE (1965)
 ST0414
 ST0414                         *CURRENT SURVEY CONTROL
 ST0414  ___________________________________________________________________
 ST0414* NAD 83(1986)-  47 02 21.     (N)    113 23 06.     (W)     SCALED    
 ST0414* NAVD 88     -      1209.420  (meters)    3967.91   (feet)  ADJUSTED  
 ST0414  ___________________________________________________________________
 ST0414  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0414  DYNAMIC HT  -        1209.214 (meters)    3967.23  (feet)  COMP
 ST0414  MODELED GRAV-     980,401.5   (mgal)                       NAVD 88
 ST0414
 ST0414  VERT ORDER  -  SECOND    CLASS 0
 ST0414
 ST0414.The horizontal coordinates were scaled from a topographic map and have
 ST0414.an estimated accuracy of +/- 6 seconds.
 ST0414
 ST0414.The orthometric height was determined by differential leveling
 ST0414.and adjusted by the National Geodetic Survey in June 1991..
 ST0414
 ST0414.The geoid height was determined by GEOID03.
 ST0414
 ST0414.The dynamic height is computed by dividing the NAVD 88
 ST0414.geopotential number by the normal gravity value computed on the
 ST0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0414.degrees latitude (g = 980.6199 gals.).
 ST0414
 ST0414.The modeled gravity was interpolated from observed gravity values.
 ST0414
 ST0414;                    North         East    Units  Estimated Accuracy
 ST0414;SPC MT       -   317,250.      305,040.      MT  (+/- 180 meters Scaled)
 ST0414
 ST0414                          SUPERSEDED SURVEY CONTROL
 ST0414
 ST0414  NGVD 29 (??/??/92) 1208.302  (m)         3964.24   (f) ADJ UNCH    2 0
 ST0414
 ST0414.Superseded values are not recommended for survey control.
 ST0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0414.See file dsdata.txt to determine how the superseded data were derived.
 ST0414
 ST0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT188122(NAD 83)
 ST0414_MARKER: DB = BENCH MARK DISK
 ST0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0414_STAMPING: C 100 1934
 ST0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0414+STABILITY: SURFACE MOTION
 ST0414
 ST0414  HISTORY     - Date     Condition        Report By
 ST0414  HISTORY     - 1934     MONUMENTED       CGS
 ST0414  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0414
 ST0414                          STATION DESCRIPTION
 ST0414
 ST0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0414'10.4 MI N FROM GREENOUGH.
 ST0414'10.4 MILES NORTH ALONG STATE HIGHWAY 31 FROM GREENOUGH, 2.7 MILES
 ST0414'NORTH OF A ROAD FORK, ABOUT 42 YARDS WEST OF THE FOOT OF A ROCKY HILL,
 ST0414'AND 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 ST0414'STAMPED C 100 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ST0414
 ST0414                          STATION RECOVERY (1965)
 ST0414
 ST0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0292 ***********************************************************************
 SU0292  DESIGNATION -  C 102
 SU0292  PID         -  SU0292
 SU0292  STATE/COUNTY-  MT/FLATHEAD
 SU0292  USGS QUAD   -  NIARADA (1964)
 SU0292
 SU0292                         *CURRENT SURVEY CONTROL
 SU0292  ___________________________________________________________________
 SU0292* NAD 83(1986)-  47 49 08.     (N)    114 32 29.     (W)     SCALED    
 SU0292* NAVD 88     -       911.510  (meters)    2990.51   (feet)  ADJUSTED  
 SU0292  ___________________________________________________________________
 SU0292  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SU0292  DYNAMIC HT  -         911.487 (meters)    2990.44  (feet)  COMP
 SU0292  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 SU0292
 SU0292  VERT ORDER  -  SECOND    CLASS 0
 SU0292
 SU0292.The horizontal coordinates were scaled from a topographic map and have
 SU0292.an estimated accuracy of +/- 6 seconds.
 SU0292
 SU0292.The orthometric height was determined by differential leveling
 SU0292.and adjusted by the National Geodetic Survey in June 1991..
 SU0292
 SU0292.The geoid height was determined by GEOID03.
 SU0292
 SU0292.The dynamic height is computed by dividing the NAVD 88
 SU0292.geopotential number by the normal gravity value computed on the
 SU0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0292.degrees latitude (g = 980.6199 gals.).
 SU0292
 SU0292.The modeled gravity was interpolated from observed gravity values.
 SU0292
 SU0292;                    North         East    Units  Estimated Accuracy
 SU0292;SPC MT       -   408,710.      222,920.      MT  (+/- 180 meters Scaled)
 SU0292
 SU0292                          SUPERSEDED SURVEY CONTROL
 SU0292
 SU0292  NGVD 29 (??/??/92)  910.393  (m)         2986.85   (f) ADJ UNCH    2 0
 SU0292
 SU0292.Superseded values are not recommended for survey control.
 SU0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0292.See file dsdata.txt to determine how the superseded data were derived.
 SU0292
 SU0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN840990(NAD 83)
 SU0292_MARKER: DB = BENCH MARK DISK
 SU0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0292_STAMPING: C 102 1934
 SU0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0292+STABILITY: SURFACE MOTION
 SU0292
 SU0292  HISTORY     - Date     Condition        Report By
 SU0292  HISTORY     - 1934     MONUMENTED       CGS
 SU0292  HISTORY     - 1964     GOOD             USGS
 SU0292
 SU0292                          STATION DESCRIPTION
 SU0292
 SU0292'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU0292'3.3 MI SW FROM NIARADA.
 SU0292'NIARADA, 0.3 MI. S. AND 3.0 MI.W. OF, 50 FT. S. AND 33 FT. W. OF SEL.
 SU0292'COR. SECS. 21, 22, 27 AND 26, T. 24 W., R 23 W. APPROX 0.4 MI. S. OF
 SU0292'THE 1964 ROUTE OF STATE HIWAY 28. 185 FT. S. AND 35 FT. W. OF A SHARP
 SU0292'CURVE IN THE OLD ABD. HIWAY FROM S. TO SE. IN A CONCRETE POST
 SU0292'PROJECTING 0.3 FT., A STD. C AND GS TABLET STAMPED C 102 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0281 ***********************************************************************
 QX0281  DESIGNATION -  C 103
 QX0281  PID         -  QX0281
 QX0281  STATE/COUNTY-  MT/GALLATIN
 QX0281  USGS QUAD   -  HIDDEN LAKE (1988)
 QX0281
 QX0281                         *CURRENT SURVEY CONTROL
 QX0281  ___________________________________________________________________
 QX0281* NAD 83(1986)-  45 21 50.     (N)    111 10 24.     (W)     SCALED    
 QX0281* NAVD 88     -      1732.216  (meters)    5683.11   (feet)  ADJUSTED  
 QX0281  ___________________________________________________________________
 QX0281  GEOID HEIGHT-          -9.32  (meters)                     GEOID03
 QX0281  DYNAMIC HT  -        1731.430 (meters)    5680.53  (feet)  COMP
 QX0281  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 QX0281
 QX0281  VERT ORDER  -  FIRST     CLASS II
 QX0281
 QX0281.The horizontal coordinates were scaled from a topographic map and have
 QX0281.an estimated accuracy of +/- 6 seconds.
 QX0281
 QX0281.The orthometric height was determined by differential leveling
 QX0281.and adjusted by the National Geodetic Survey in June 1991..
 QX0281
 QX0281.The geoid height was determined by GEOID03.
 QX0281
 QX0281.The dynamic height is computed by dividing the NAVD 88
 QX0281.geopotential number by the normal gravity value computed on the
 QX0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0281.degrees latitude (g = 980.6199 gals.).
 QX0281
 QX0281.The modeled gravity was interpolated from observed gravity values.
 QX0281
 QX0281;                    North         East    Units  Estimated Accuracy
 QX0281;SPC MT       -   125,200.      468,940.      MT  (+/- 180 meters Scaled)
 QX0281
 QX0281                          SUPERSEDED SURVEY CONTROL
 QX0281
 QX0281  NGVD 29 (??/??/92) 1730.822  (m)         5678.54   (f) ADJ UNCH    1 2
 QX0281
 QX0281.Superseded values are not recommended for survey control.
 QX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0281.See file dsdata.txt to determine how the superseded data were derived.
 QX0281
 QX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR864233(NAD 83)
 QX0281_MARKER: DB = BENCH MARK DISK
 QX0281_SETTING: 80 = SET IN A BOULDER
 QX0281_SP_SET: BOULDER
 QX0281_STAMPING: C 103 1934
 QX0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0281+STABILITY: SURFACE MOTION
 QX0281
 QX0281  HISTORY     - Date     Condition        Report By
 QX0281  HISTORY     - 1934     MONUMENTED       CGS
 QX0281  HISTORY     - 1960     GOOD             NGS
 QX0281
 QX0281                          STATION DESCRIPTION
 QX0281
 QX0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0281'1.5 MI N FROM KARST RANCH.
 QX0281'ABOUT 1.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0281'STATION AT KARST RANCH, IN SECTION 36, T 5 S, R 4 E, 68 FEET SOUTHWEST
 QX0281'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER WHICH
 QX0281'IS AT A SMALL CAMP GROUND, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 QX0281'HIGHWAY.  NOTE-- 78 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QX0281'34.2 FEET SOUTHEAST OF BM C 103, 6 FEET NORTHEAST OF THE NORTHEAST
 QX0281'BANK OF THE GALLATIN RIVER, IN THE NORTH ROOT OF A 14-INCH PINE TREE,
 QX0281'A COPPER NAIL AND WASHER STAMPED AA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0371 ***********************************************************************
 PY0371  DESIGNATION -  C 105
 PY0371  PID         -  PY0371
 PY0371  STATE/COUNTY-  MT/GALLATIN
 PY0371  USGS QUAD   -  MADISON ARM (1986)
 PY0371
 PY0371                         *CURRENT SURVEY CONTROL
 PY0371  ___________________________________________________________________
 PY0371* NAD 83(1986)-  44 37 37.     (N)    111 09 37.     (W)     SCALED    
 PY0371* NAVD 88     -      2045.388  (meters)    6710.58   (feet)  POSTED    
 PY0371  ___________________________________________________________________
 PY0371  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0371  DYNAMIC HT  -        2044.220 (meters)    6706.75  (feet)  COMP
 PY0371  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 PY0371
 PY0371  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0371
 PY0371.The horizontal coordinates were scaled from a topographic map and have
 PY0371.an estimated accuracy of +/- 6 seconds.
 PY0371
 PY0371.The orthometric height was determined by differential leveling
 PY0371.and adjusted by the National Geodetic Survey in 1992..
 PY0371.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0371.rate of 4.1 thru 8.0 mm/km.
 PY0371
 PY0371.The geoid height was determined by GEOID03.
 PY0371
 PY0371.The dynamic height is computed by dividing the NAVD 88
 PY0371.geopotential number by the normal gravity value computed on the
 PY0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0371.degrees latitude (g = 980.6199 gals.).
 PY0371
 PY0371.The modeled gravity was interpolated from observed gravity values.
 PY0371
 PY0371;                    North         East    Units  Estimated Accuracy
 PY0371;SPC MT       -    43,300.      468,220.      MT  (+/- 180 meters Scaled)
 PY0371
 PY0371                          SUPERSEDED SURVEY CONTROL
 PY0371
 PY0371  NGVD 29 (??/??/92) 2043.905  (m)         6705.71   (f) ADJ UNCH    1 2
 PY0371
 PY0371.Superseded values are not recommended for survey control.
 PY0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0371.See file dsdata.txt to determine how the superseded data were derived.
 PY0371
 PY0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ872415(NAD 83)
 PY0371_MARKER: DB = BENCH MARK DISK
 PY0371_SETTING: 66 = SET IN ROCK OUTCROP
 PY0371_SP_SET: ROCK CUT
 PY0371_STAMPING: C 105 1960
 PY0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0371+STABILITY: POSITION/ELEVATION WELL
 PY0371
 PY0371  HISTORY     - Date     Condition        Report By
 PY0371  HISTORY     - 1960     MONUMENTED       CGS
 PY0371
 PY0371                          STATION DESCRIPTION
 PY0371
 PY0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0371'5.2 MI SW FROM WEST YELLOWSTONE.
 PY0371'5.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0371'AT WEST YELLOWSTONE, 2 3/4 POLES NORTHWEST OF MILEPOLE 102, AT THE
 PY0371'NORTHWEST END OF A SHORT NORTHWEST-SOUTHEAST TANGENT, SET VERTICALLY
 PY0371'IN THE SOUTH-SOUTHWEST FACE OF A 15-FOOT HIGH ROCK CUT, 7.2 FEET
 PY0371'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 FEET HIGHER THAN THE
 PY0371'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0163 ***********************************************************************
 SS0163  DESIGNATION -  C 11 G
 SS0163  PID         -  SS0163
 SS0163  STATE/COUNTY-  MT/JUDITH BASIN
 SS0163  USGS QUAD   -  STANFORD (1978)
 SS0163
 SS0163                         *CURRENT SURVEY CONTROL
 SS0163  ___________________________________________________________________
 SS0163* NAD 83(1986)-  47 09 27.     (N)    110 14 49.     (W)     SCALED    
 SS0163* NAVD 88     -      1314.133  (meters)    4311.45   (feet)  ADJUSTED  
 SS0163  ___________________________________________________________________
 SS0163  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0163  DYNAMIC HT  -        1313.950 (meters)    4310.85  (feet)  COMP
 SS0163  MODELED GRAV-     980,427.5   (mgal)                       NAVD 88
 SS0163
 SS0163  VERT ORDER  -  FIRST     CLASS II
 SS0163
 SS0163.The horizontal coordinates were scaled from a topographic map and have
 SS0163.an estimated accuracy of +/- 6 seconds.
 SS0163
 SS0163.The orthometric height was determined by differential leveling
 SS0163.and adjusted by the National Geodetic Survey in June 1991..
 SS0163
 SS0163.The geoid height was determined by GEOID03.
 SS0163
 SS0163.The dynamic height is computed by dividing the NAVD 88
 SS0163.geopotential number by the normal gravity value computed on the
 SS0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0163.degrees latitude (g = 980.6199 gals.).
 SS0163
 SS0163.The modeled gravity was interpolated from observed gravity values.
 SS0163
 SS0163;                    North         East    Units  Estimated Accuracy
 SS0163;SPC MT       -   323,350.      543,390.      MT  (+/- 180 meters Scaled)
 SS0163
 SS0163                          SUPERSEDED SURVEY CONTROL
 SS0163
 SS0163  NGVD 29 (??/??/92) 1313.209  (m)         4308.42   (f) ADJ UNCH    1 2
 SS0163
 SS0163.Superseded values are not recommended for survey control.
 SS0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0163.See file dsdata.txt to determine how the superseded data were derived.
 SS0163
 SS0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT570229(NAD 83)
 SS0163_MARKER: DS = TRIANGULATION STATION DISK
 SS0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0163_STAMPING: C 11 G 1961
 SS0163_PROJECTION: FLUSH
 SS0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0163+STABILITY: SURFACE MOTION
 SS0163
 SS0163  HISTORY     - Date     Condition        Report By
 SS0163  HISTORY     - 1961     MONUMENTED       CGS
 SS0163  HISTORY     - 1980     GOOD             NGS
 SS0163  HISTORY     - 1980     GOOD             NGS
 SS0163
 SS0163                          STATION DESCRIPTION
 SS0163
 SS0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0163'1.75 MI W FROM STANFORD.
 SS0163'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0163'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0163'230, THENCE 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 87, IN SECTION 7, T
 SS0163'16 N, R 12 E, 75 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 SS0163'NORTHWEST OF THE CENTER OF A GATE, 6 FEET NORTH OF A FENCE, 32.2 FEET
 SS0163'WEST OF C 11 G R.M. 1, 34.3 FEET EAST OF C 11 G R.M. 2, 5.3 FEET
 SS0163'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SS0163'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 SS0163
 SS0163                          STATION RECOVERY (1980)
 SS0163
 SS0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0163'0.5 KM (0.3 MI) NORTH ALONG 3RD STREET FROM THE COURTHOUSE IN STANFORD
 SS0163'THENCE 1.6 KM (1.0 MI) WEST ALONG A PAVED ROAD THENCE 0.5 KM (0.3 MI)
 SS0163'NORTHWEST ALONG U.S. HIGHWAY 87, AT A FIELD ENTRANCE ROAD, 22.9 METERS
 SS0163'(75 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.5 METERS (34.3 FT)
 SS0163'EAST OF REFERENCE MARK 2, 9.8 METERS (32.2 FT) EAST OF REFERENCE MARK
 SS0163'1, 3.7 METERS (12.0 FT) NORTHWEST OF THE CENTER OF A WIRE GATE AND 1.8
 SS0163'METERS (6.0 FT) NORTH OF A FENCE.
 SS0163'THE MARK IS 1.8 METERS  NW FROM A WITNESS POST.
 SS0163'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 SS0163
 SS0163                          STATION RECOVERY (1980)
 SS0163
 SS0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0162 ***********************************************************************
 SS0162  DESIGNATION -  C 11 G RM 1
 SS0162  PID         -  SS0162
 SS0162  STATE/COUNTY-  MT/JUDITH BASIN
 SS0162  USGS QUAD   -  STANFORD (1978)
 SS0162
 SS0162                         *CURRENT SURVEY CONTROL
 SS0162  ___________________________________________________________________
 SS0162* NAD 83(1986)-  47 09 28.     (N)    110 14 50.     (W)     SCALED    
 SS0162* NAVD 88     -      1313.973  (meters)    4310.93   (feet)  ADJUSTED  
 SS0162  ___________________________________________________________________
 SS0162  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0162  DYNAMIC HT  -        1313.789 (meters)    4310.32  (feet)  COMP
 SS0162  MODELED GRAV-     980,427.5   (mgal)                       NAVD 88
 SS0162
 SS0162  VERT ORDER  -  FIRST     CLASS II
 SS0162
 SS0162.The horizontal coordinates were scaled from a topographic map and have
 SS0162.an estimated accuracy of +/- 6 seconds.
 SS0162
 SS0162.The orthometric height was determined by differential leveling
 SS0162.and adjusted by the National Geodetic Survey in June 1991..
 SS0162
 SS0162.The geoid height was determined by GEOID03.
 SS0162
 SS0162.The dynamic height is computed by dividing the NAVD 88
 SS0162.geopotential number by the normal gravity value computed on the
 SS0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0162.degrees latitude (g = 980.6199 gals.).
 SS0162
 SS0162.The modeled gravity was interpolated from observed gravity values.
 SS0162
 SS0162;                    North         East    Units  Estimated Accuracy
 SS0162;SPC MT       -   323,380.      543,370.      MT  (+/- 180 meters Scaled)
 SS0162
 SS0162                          SUPERSEDED SURVEY CONTROL
 SS0162
 SS0162  NGVD 29 (??/??/92) 1313.041  (m)         4307.87   (f) ADJ UNCH    1 2
 SS0162
 SS0162.Superseded values are not recommended for survey control.
 SS0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0162.See file dsdata.txt to determine how the superseded data were derived.
 SS0162
 SS0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT570229(NAD 83)
 SS0162_MARKER: DR = REFERENCE MARK DISK
 SS0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0162_STAMPING: C 11 G NO 1 1961
 SS0162_PROJECTION: PROJECTING 1 CENTIMETERS
 SS0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0162+STABILITY: SURFACE MOTION
 SS0162
 SS0162  HISTORY     - Date     Condition        Report By
 SS0162  HISTORY     - 1961     MONUMENTED       CGS
 SS0162  HISTORY     - 1980     GOOD             NGS
 SS0162  HISTORY     - 1980     GOOD             NGS
 SS0162
 SS0162                          STATION DESCRIPTION
 SS0162
 SS0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0162'1.75 MI W FROM STANFORD.
 SS0162'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0162'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0162'230, THENCE 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 87, IN SECTION 7, T
 SS0162'16 N, R 12 E, 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32.2
 SS0162'FEET EAST OF C 11 G 1961, 20 FEET EAST OF THE CENTER OF A GATE, 2 FEET
 SS0162'NORTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 SS0162'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SS0162
 SS0162                          STATION RECOVERY (1980)
 SS0162
 SS0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0162'0.5 KM (0.3 MI) NORTH ALONG 3RD STREET FROM THE COURTHOUSE IN STANFORD
 SS0162'THENCE 1.6 KM (1.0 MI) WEST ALONG A PAVED ROAD THENCE 0.5 KM (0.3 MI)
 SS0162'NORTHWEST ALONG U.S. HIGHWAY 87, AT A FIELD ENTRANCE ROAD, 24.1 METERS
 SS0162'(79 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.2 FT)
 SS0162'EAST OF C 11 G, 6.1 METERS (20 FT) EAST OF THE CENTER OF A FENCE.
 SS0162'THE MARK IS 10.0 METERS  E FROM A WITNESS POST.
 SS0162'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 SS0162
 SS0162                          STATION RECOVERY (1980)
 SS0162
 SS0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0164 ***********************************************************************
 SS0164  DESIGNATION -  C 11 G RM 2
 SS0164  PID         -  SS0164
 SS0164  STATE/COUNTY-  MT/JUDITH BASIN
 SS0164  USGS QUAD   -  STANFORD (1978)
 SS0164
 SS0164                         *CURRENT SURVEY CONTROL
 SS0164  ___________________________________________________________________
 SS0164* NAD 83(1986)-  47 09 29.     (N)    110 14 51.     (W)     SCALED    
 SS0164* NAVD 88     -      1313.871  (meters)    4310.59   (feet)  ADJUSTED  
 SS0164  ___________________________________________________________________
 SS0164  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0164  DYNAMIC HT  -        1313.688 (meters)    4309.99  (feet)  COMP
 SS0164  MODELED GRAV-     980,427.6   (mgal)                       NAVD 88
 SS0164
 SS0164  VERT ORDER  -  FIRST     CLASS II
 SS0164
 SS0164.The horizontal coordinates were scaled from a topographic map and have
 SS0164.an estimated accuracy of +/- 6 seconds.
 SS0164
 SS0164.The orthometric height was determined by differential leveling
 SS0164.and adjusted by the National Geodetic Survey in June 1991..
 SS0164
 SS0164.The geoid height was determined by GEOID03.
 SS0164
 SS0164.The dynamic height is computed by dividing the NAVD 88
 SS0164.geopotential number by the normal gravity value computed on the
 SS0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0164.degrees latitude (g = 980.6199 gals.).
 SS0164
 SS0164.The modeled gravity was interpolated from observed gravity values.
 SS0164
 SS0164;                    North         East    Units  Estimated Accuracy
 SS0164;SPC MT       -   323,410.      543,350.      MT  (+/- 180 meters Scaled)
 SS0164
 SS0164                          SUPERSEDED SURVEY CONTROL
 SS0164
 SS0164  NGVD 29 (??/??/92) 1312.940  (m)         4307.54   (f) ADJ UNCH    1 2
 SS0164
 SS0164.Superseded values are not recommended for survey control.
 SS0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0164.See file dsdata.txt to determine how the superseded data were derived.
 SS0164
 SS0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT570230(NAD 83)
 SS0164_MARKER: DR = REFERENCE MARK DISK
 SS0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0164_STAMPING: C 11 G NO 2 1961
 SS0164_PROJECTION: PROJECTING 1 CENTIMETERS
 SS0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0164+STABILITY: SURFACE MOTION
 SS0164
 SS0164  HISTORY     - Date     Condition        Report By
 SS0164  HISTORY     - 1961     MONUMENTED       CGS
 SS0164  HISTORY     - 1980     GOOD             NGS
 SS0164  HISTORY     - 1980     GOOD             NGS
 SS0164
 SS0164                          STATION DESCRIPTION
 SS0164
 SS0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0164'1.75 MI W FROM STANFORD.
 SS0164'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0164'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0164'230, THENCE 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 87, IN SECTION 7, T
 SS0164'16 N, R 12 E, 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 SS0164'WEST OF THE CENTER OF A GATE, 34.3 FEET WEST OF C 11 G 1961, 2 FEET
 SS0164'NORTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 SS0164'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SS0164
 SS0164                          STATION RECOVERY (1980)
 SS0164
 SS0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0164'0.5 KM (0.3 MI) NORTH ALONG 3RD STREET FROM THE COURTHOUSE IN STANFORD
 SS0164'THENCE 1.6 KM (1.0 MI) WEST ALONG A PAVED ROAD THENCE 0.5 KM (0.3 MI)
 SS0164'NORTHWEST ALONG U.S. HIGHWAY 87, AT A FIELD ENTRANCE ROAD, 24.1 METERS
 SS0164'(79 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.3 METERS (47 FT)
 SS0164'WEST OF THE CENTER OF A GATE, 10.5 METERS (34.3 FT) WEST OF C 11 G,
 SS0164'0.6 METER (2.0 FT) NORTH OF A FENCE.
 SS0164'THE MARK IS 14.0 METERS  W FROM A WITNESS POST.
 SS0164'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 SS0164
 SS0164                          STATION RECOVERY (1980)
 SS0164
 SS0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0160 ***********************************************************************
 SS0160  DESIGNATION -  C 11 H
 SS0160  PID         -  SS0160
 SS0160  STATE/COUNTY-  MT/JUDITH BASIN
 SS0160  USGS QUAD   -  STANFORD (1978)
 SS0160
 SS0160                         *CURRENT SURVEY CONTROL
 SS0160  ___________________________________________________________________
 SS0160* NAD 83(1986)-  47 09 25.     (N)    110 14 13.     (W)     SCALED    
 SS0160* NAVD 88     -      1312.566  (meters)    4306.31   (feet)  ADJUSTED  
 SS0160  ___________________________________________________________________
 SS0160  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 SS0160  DYNAMIC HT  -        1312.385 (meters)    4305.72  (feet)  COMP
 SS0160  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 SS0160
 SS0160  VERT ORDER  -  FIRST     CLASS II
 SS0160
 SS0160.The horizontal coordinates were scaled from a topographic map and have
 SS0160.an estimated accuracy of +/- 6 seconds.
 SS0160
 SS0160.The orthometric height was determined by differential leveling
 SS0160.and adjusted by the National Geodetic Survey in June 1991..
 SS0160
 SS0160.The geoid height was determined by GEOID03.
 SS0160
 SS0160.The dynamic height is computed by dividing the NAVD 88
 SS0160.geopotential number by the normal gravity value computed on the
 SS0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0160.degrees latitude (g = 980.6199 gals.).
 SS0160
 SS0160.The modeled gravity was interpolated from observed gravity values.
 SS0160
 SS0160;                    North         East    Units  Estimated Accuracy
 SS0160;SPC MT       -   323,280.      544,150.      MT  (+/- 180 meters Scaled)
 SS0160
 SS0160                          SUPERSEDED SURVEY CONTROL
 SS0160
 SS0160  NGVD 29 (??/??/92) 1311.641  (m)         4303.28   (f) ADJ UNCH    1 2
 SS0160
 SS0160.Superseded values are not recommended for survey control.
 SS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0160.See file dsdata.txt to determine how the superseded data were derived.
 SS0160
 SS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT578228(NAD 83)
 SS0160_MARKER: DS = TRIANGULATION STATION DISK
 SS0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0160_STAMPING: C 11 H 1961
 SS0160_PROJECTION: PROJECTING 2 CENTIMETERS
 SS0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0160+STABILITY: SURFACE MOTION
 SS0160
 SS0160  HISTORY     - Date     Condition        Report By
 SS0160  HISTORY     - 1961     MONUMENTED       CGS
 SS0160  HISTORY     - 1980     GOOD             NGS
 SS0160  HISTORY     - 1980     GOOD             NGS
 SS0160
 SS0160                          STATION DESCRIPTION
 SS0160
 SS0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0160'1.25 MI NW FROM STANFORD.
 SS0160'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0160'STATION AT STANFORD, THENCE 0.95 MILE WEST ALONG STATE SECONDARY ROAD
 SS0160'230, IN SECTION 8, T 16 N, R 12 E, 0.2 MILE EAST OF THE JUNCTION OF
 SS0160'THE ROAD AND A ROAD LEADING SOUTHWEST, 114 YARDS EAST OF A JUNCTION OF
 SS0160'THE ROAD AND A ROAD LEADING NORTH, 34 FEET NORTH OF THE CENTER LINE OF
 SS0160'THE ROAD, 64.5 FEET WEST OF C 11 H R.M. 1, 66.6 FEET NORTH OF AND
 SS0160'ACROSS THE ROAD FROM C 11 H R.M. 2, 7 FEET EAST OF A POWER POLE, 1/2
 SS0160'FOOT SOUTH OF A FENCE, 2.2 FEET WEST OF A METAL WITNESS POST, ABOUT
 SS0160'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0160'6 INCHES.
 SS0160
 SS0160                          STATION RECOVERY (1980)
 SS0160
 SS0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0160'0.5 KM (0.3 MI) NORTH ALONG 3RD STREET FROM THE COURTHOUSE IN STANFORD
 SS0160'THENCE 1.2 KM (0.75 MI) WEST ALONG A PAVED ROAD, 0.4 KM (0.25 MI) EAST
 SS0160'OF THE JUNCTION OF U.S. HIGHWAY 87, 20.3 METERS (66.6 FT) NORTH AND
 SS0160'ACROSS THE ROAD FROM REFERENCE MARK 2, 19.7 METERS (64.5 FT) WEST OF
 SS0160'REFERENCE MARK 2, 10.4 METERS (34 FT) NORTH OF THE ROAD CENTER,
 SS0160'2.1 METERS (7.0 FT) EAST OF A UTILITY POLE AND 0.2 METER (0.5 FT)
 SS0160'SOUTH OF A FENCE.
 SS0160'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 SS0160'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SS0160
 SS0160                          STATION RECOVERY (1980)
 SS0160
 SS0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0159 ***********************************************************************
 SS0159  DESIGNATION -  C 11 H RM 1
 SS0159  PID         -  SS0159
 SS0159  STATE/COUNTY-  MT/JUDITH BASIN
 SS0159  USGS QUAD   -  STANFORD (1978)
 SS0159
 SS0159                         *CURRENT SURVEY CONTROL
 SS0159  ___________________________________________________________________
 SS0159* NAD 83(1986)-  47 09 26.     (N)    110 14 14.     (W)     SCALED    
 SS0159* NAVD 88     -      1312.211  (meters)    4305.15   (feet)  ADJUSTED  
 SS0159  ___________________________________________________________________
 SS0159  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 SS0159  DYNAMIC HT  -        1312.030 (meters)    4304.55  (feet)  COMP
 SS0159  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 SS0159
 SS0159  VERT ORDER  -  FIRST     CLASS II
 SS0159
 SS0159.The horizontal coordinates were scaled from a topographic map and have
 SS0159.an estimated accuracy of +/- 6 seconds.
 SS0159
 SS0159.The orthometric height was determined by differential leveling
 SS0159.and adjusted by the National Geodetic Survey in June 1991..
 SS0159
 SS0159.The geoid height was determined by GEOID03.
 SS0159
 SS0159.The dynamic height is computed by dividing the NAVD 88
 SS0159.geopotential number by the normal gravity value computed on the
 SS0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0159.degrees latitude (g = 980.6199 gals.).
 SS0159
 SS0159.The modeled gravity was interpolated from observed gravity values.
 SS0159
 SS0159;                    North         East    Units  Estimated Accuracy
 SS0159;SPC MT       -   323,310.      544,130.      MT  (+/- 180 meters Scaled)
 SS0159
 SS0159                          SUPERSEDED SURVEY CONTROL
 SS0159
 SS0159  NGVD 29 (??/??/92) 1311.285  (m)         4302.11   (f) ADJ UNCH    1 2
 SS0159
 SS0159.Superseded values are not recommended for survey control.
 SS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0159.See file dsdata.txt to determine how the superseded data were derived.
 SS0159
 SS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT578229(NAD 83)
 SS0159_MARKER: DR = REFERENCE MARK DISK
 SS0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0159_STAMPING: C 11 H NO 1 1961
 SS0159_PROJECTION: PROJECTING 1 CENTIMETERS
 SS0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0159+STABILITY: SURFACE MOTION
 SS0159
 SS0159  HISTORY     - Date     Condition        Report By
 SS0159  HISTORY     - 1961     MONUMENTED       CGS
 SS0159  HISTORY     - 1980     GOOD             NGS
 SS0159  HISTORY     - 1980     GOOD             NGS
 SS0159
 SS0159                          STATION DESCRIPTION
 SS0159
 SS0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0159'1.25 MI NW FROM STANFORD.
 SS0159'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0159'STATION AT STANFORD, THENCE 0.95 MILE WEST ALONG STATE SECONDARY ROAD
 SS0159'230, IN SECTION 8, T 16 N, R 12 E, 0.2 MILE EAST OF THE JUNCTION OF
 SS0159'THE ROAD AND A ROAD LEADING SOUTHWEST, 32 FEET NORTH OF THE CENTER
 SS0159'LINE OF THE ROAD, 71 1/2 FEET EAST OF A POWER POLE, 64.5 FEET EAST OF
 SS0159'C 11 H 1961, 2 FEET SOUTH OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF
 SS0159'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SS0159
 SS0159                          STATION RECOVERY (1980)
 SS0159
 SS0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0159'0.5 KM (0.3 MI) NORTH ALONG 3RD STREET FROM THE COURTHOUSE IN STANFORD
 SS0159'THENCE 1.2 KM (0.75 MI) WEST ALONG A PAVED ROAD, 0.4 KM (0.25 MI) EAST
 SS0159'OF THE JUNCTION OF U.S. HIGHWAY 87, 21.8 METERS (71.5 FT) EAST OF A
 SS0159'UTILITY POLE, 19.7 METERS (64.5 FT EAST OF C 11 H, 9.8 METERS (32 FT)
 SS0159'NORTH OF THE CENTERLINE OF THE ROAD, 0.6 METER (2.0 FT) SOUTH OF A
 SS0159'FENCE.
 SS0159'THE MARK IS 0.2 M BELOW THE ROAD.
 SS0159
 SS0159                          STATION RECOVERY (1980)
 SS0159
 SS0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0161 ***********************************************************************
 SS0161  DESIGNATION -  C 11 H RM 2
 SS0161  PID         -  SS0161
 SS0161  STATE/COUNTY-  MT/JUDITH BASIN
 SS0161  USGS QUAD   -  STANFORD (1978)
 SS0161
 SS0161                         *CURRENT SURVEY CONTROL
 SS0161  ___________________________________________________________________
 SS0161* NAD 83(1986)-  47 09 27.     (N)    110 14 15.     (W)     SCALED    
 SS0161* NAVD 88     -      1312.712  (meters)    4306.79   (feet)  ADJUSTED  
 SS0161  ___________________________________________________________________
 SS0161  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 SS0161  DYNAMIC HT  -        1312.530 (meters)    4306.19  (feet)  COMP
 SS0161  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 SS0161
 SS0161  VERT ORDER  -  FIRST     CLASS II
 SS0161
 SS0161.The horizontal coordinates were scaled from a topographic map and have
 SS0161.an estimated accuracy of +/- 6 seconds.
 SS0161
 SS0161.The orthometric height was determined by differential leveling
 SS0161.and adjusted by the National Geodetic Survey in June 1991..
 SS0161
 SS0161.The geoid height was determined by GEOID03.
 SS0161
 SS0161.The dynamic height is computed by dividing the NAVD 88
 SS0161.geopotential number by the normal gravity value computed on the
 SS0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0161.degrees latitude (g = 980.6199 gals.).
 SS0161
 SS0161.The modeled gravity was interpolated from observed gravity values.
 SS0161
 SS0161;                    North         East    Units  Estimated Accuracy
 SS0161;SPC MT       -   323,340.      544,110.      MT  (+/- 180 meters Scaled)
 SS0161
 SS0161                          SUPERSEDED SURVEY CONTROL
 SS0161
 SS0161  NGVD 29 (??/??/92) 1311.786  (m)         4303.75   (f) ADJ UNCH    1 2
 SS0161
 SS0161.Superseded values are not recommended for survey control.
 SS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0161.See file dsdata.txt to determine how the superseded data were derived.
 SS0161
 SS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT577229(NAD 83)
 SS0161_MARKER: DR = REFERENCE MARK DISK
 SS0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0161_STAMPING: C 11 H NO 2 1961
 SS0161_PROJECTION: PROJECTING 1 CENTIMETERS
 SS0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0161+STABILITY: SURFACE MOTION
 SS0161
 SS0161  HISTORY     - Date     Condition        Report By
 SS0161  HISTORY     - 1961     MONUMENTED       CGS
 SS0161  HISTORY     - 1980     GOOD             NGS
 SS0161  HISTORY     - 1980     GOOD             NGS
 SS0161
 SS0161                          STATION DESCRIPTION
 SS0161
 SS0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0161'1.25 MI NW FROM STANFORD.
 SS0161'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0161'STATION AT STANFORD, THENCE 0.95 MILE WEST ALONG STATE SECONDARY ROAD
 SS0161'230, IN SECTION 8, T 16 N, R 12 E, 0.2 MILE EAST OF THE JUNCTION OF
 SS0161'THE ROAD AND A ROAD LEADING SOUTHWEST, 33 FEET SOUTH OF THE CENTER
 SS0161'LINE OF THE ROAD, 66.6 FEET SOUTH OF AND ACROSS THE ROAD FROM C 11 H
 SS0161'1961, 7 1/2 FEET WEST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE,
 SS0161'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SS0161'PROJECTING 3 INCHES.
 SS0161
 SS0161                          STATION RECOVERY (1980)
 SS0161
 SS0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0161'0.5 KM (0.3 MI) NORTH ALONG 3RD STREET FROM THE COURTHOUSE IN STANFORD
 SS0161'THENCE 1.2 KM (0.75 MI) WEST ALONG A PAVED ROAD, 0.4 KM (0.25 MI) EAST
 SS0161'OF THE JUNCTION OF U.S. HIGHWAY 87, 20.3 METERS (66.6 FT) SOUTH AND
 SS0161'ACROSS THE ROAD FROM C 11 H, 10.1 METERS (33 FT) SOUTH OF THE CENTER
 SS0161'OF THE ROAD, 2.3 METER (7.5 FT) WEST OF A UTILITY POLE AND 0.6 METER
 SS0161'(2.0 FT) NORTH OF A FENCE.
 SS0161'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SS0161
 SS0161                          STATION RECOVERY (1980)
 SS0161
 SS0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0022 ***********************************************************************
 ST0022  DESIGNATION -  C 111
 ST0022  PID         -  ST0022
 ST0022  STATE/COUNTY-  MT/TETON
 ST0022  USGS QUAD   -  GILMAN (1987)
 ST0022
 ST0022                         *CURRENT SURVEY CONTROL
 ST0022  ___________________________________________________________________
 ST0022* NAD 83(1986)-  47 37 28.     (N)    112 19 41.     (W)     SCALED    
 ST0022* NAVD 88     -      1360.913  (meters)    4464.93   (feet)  ADJUSTED  
 ST0022  ___________________________________________________________________
 ST0022  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 ST0022  DYNAMIC HT  -        1360.744 (meters)    4464.37  (feet)  COMP
 ST0022  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 ST0022
 ST0022  VERT ORDER  -  SECOND    CLASS 0
 ST0022
 ST0022.The horizontal coordinates were scaled from a topographic map and have
 ST0022.an estimated accuracy of +/- 6 seconds.
 ST0022
 ST0022.The orthometric height was determined by differential leveling
 ST0022.and adjusted by the National Geodetic Survey in June 1991..
 ST0022
 ST0022.The geoid height was determined by GEOID03.
 ST0022
 ST0022.The dynamic height is computed by dividing the NAVD 88
 ST0022.geopotential number by the normal gravity value computed on the
 ST0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0022.degrees latitude (g = 980.6199 gals.).
 ST0022
 ST0022.The modeled gravity was interpolated from observed gravity values.
 ST0022
 ST0022;                    North         East    Units  Estimated Accuracy
 ST0022;SPC MT       -   378,800.      387,590.      MT  (+/- 180 meters Scaled)
 ST0022
 ST0022                          SUPERSEDED SURVEY CONTROL
 ST0022
 ST0022  NGVD 29 (??/??/92) 1359.900  (m)         4461.61   (f) ADJ UNCH    2 0
 ST0022
 ST0022.Superseded values are not recommended for survey control.
 ST0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0022.See file dsdata.txt to determine how the superseded data were derived.
 ST0022
 ST0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT002754(NAD 83)
 ST0022_MARKER: DB = BENCH MARK DISK
 ST0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0022_STAMPING: C 111 1934
 ST0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0022+STABILITY: SURFACE MOTION
 ST0022
 ST0022  HISTORY     - Date     Condition        Report By
 ST0022  HISTORY     - 1934     MONUMENTED       CGS
 ST0022  HISTORY     - 1961     GOOD             NGS
 ST0022
 ST0022                          STATION DESCRIPTION
 ST0022
 ST0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0022'14.35 MI N FROM AUGUSTA.
 ST0022'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0022'AUGUSTA, THENCE 2.65 MILES WEST ALONG A COUNTY ROAD, 72 FEET NORTHEAST
 ST0022'OF THE CENTER OF THE JUNCTION OF AN ABANDONED GRADED ROAD LEADING
 ST0022'NORTH, 55 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF
 ST0022'THE CENTER LINE OF THE ROAD, 36 FEET NORTHEAST OF THE EAST END OF A
 ST0022'WIRE GATE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ST0022'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE NORTHEAST
 ST0022'CORNER OF THE CONCRETE POST IS CHIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0072 ***********************************************************************
 ST0072  DESIGNATION -  C 112
 ST0072  PID         -  ST0072
 ST0072  STATE/COUNTY-  MT/TETON
 ST0072  USGS QUAD   -  CHOTEAU (1987)
 ST0072
 ST0072                         *CURRENT SURVEY CONTROL
 ST0072  ___________________________________________________________________
 ST0072* NAD 83(1986)-  47 47 12.     (N)    112 08 51.     (W)     SCALED    
 ST0072* NAVD 88     -      1148.640  (meters)    3768.50   (feet)  ADJUSTED  
 ST0072  ___________________________________________________________________
 ST0072  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0072  DYNAMIC HT  -        1148.570 (meters)    3768.27  (feet)  COMP
 ST0072  MODELED GRAV-     980,511.6   (mgal)                       NAVD 88
 ST0072
 ST0072  VERT ORDER  -  SECOND    CLASS 0
 ST0072
 ST0072.The horizontal coordinates were scaled from a topographic map and have
 ST0072.an estimated accuracy of +/- 6 seconds.
 ST0072
 ST0072.The orthometric height was determined by differential leveling
 ST0072.and adjusted by the National Geodetic Survey in June 1991..
 ST0072
 ST0072.The geoid height was determined by GEOID03.
 ST0072
 ST0072.The dynamic height is computed by dividing the NAVD 88
 ST0072.geopotential number by the normal gravity value computed on the
 ST0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0072.degrees latitude (g = 980.6199 gals.).
 ST0072
 ST0072.The modeled gravity was interpolated from observed gravity values.
 ST0072
 ST0072;                    North         East    Units  Estimated Accuracy
 ST0072;SPC MT       -   396,340.      401,760.      MT  (+/- 180 meters Scaled)
 ST0072
 ST0072                          SUPERSEDED SURVEY CONTROL
 ST0072
 ST0072  NGVD 29 (??/??/92) 1147.684  (m)         3765.36   (f) ADJ UNCH    2 0
 ST0072
 ST0072.Superseded values are not recommended for survey control.
 ST0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0072.See file dsdata.txt to determine how the superseded data were derived.
 ST0072
 ST0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT140932(NAD 83)
 ST0072_MARKER: DB = BENCH MARK DISK
 ST0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0072_STAMPING: C 112 1934
 ST0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0072+STABILITY: SURFACE MOTION
 ST0072
 ST0072  HISTORY     - Date     Condition        Report By
 ST0072  HISTORY     - 1934     MONUMENTED       CGS
 ST0072  HISTORY     - 1961     GOOD             NGS
 ST0072
 ST0072                          STATION DESCRIPTION
 ST0072
 ST0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0072'2.35 MI SE FROM CHOTEAU.
 ST0072'2.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0072'AT CHOTEAU, 0.1 MILE NORTHWEST OF A WOODEN BRIDGE, 56.0 FEET NORTHEAST
 ST0072'OF THE NORTHEAST RAIL, 22 1/2 FEET NORTH OF A TELEPHONE POLE, 41 1/2
 ST0072'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 8.4 FEET NORTHEAST
 ST0072'OF A FENCE, 1.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 ST0072'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 ST0072'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0042 ***********************************************************************
 TM0042  DESIGNATION -  C 113
 TM0042  PID         -  TM0042
 TM0042  STATE/COUNTY-  MT/PONDERA
 TM0042  USGS QUAD   -  VALIER EAST (1985)
 TM0042
 TM0042                         *CURRENT SURVEY CONTROL
 TM0042  ___________________________________________________________________
 TM0042* NAD 83(1986)-  48 16 30.     (N)    112 08 30.     (W)     SCALED    
 TM0042* NAVD 88     -      1160.452  (meters)    3807.25   (feet)  ADJUSTED  
 TM0042  ___________________________________________________________________
 TM0042  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 TM0042  DYNAMIC HT  -        1160.438 (meters)    3807.20  (feet)  COMP
 TM0042  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 TM0042
 TM0042  VERT ORDER  -  SECOND    CLASS 0
 TM0042
 TM0042.The horizontal coordinates were scaled from a topographic map and have
 TM0042.an estimated accuracy of +/- 6 seconds.
 TM0042
 TM0042.The orthometric height was determined by differential leveling
 TM0042.and adjusted by the National Geodetic Survey in June 1991..
 TM0042
 TM0042.The geoid height was determined by GEOID03.
 TM0042
 TM0042.The dynamic height is computed by dividing the NAVD 88
 TM0042.geopotential number by the normal gravity value computed on the
 TM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0042.degrees latitude (g = 980.6199 gals.).
 TM0042
 TM0042.The modeled gravity was interpolated from observed gravity values.
 TM0042
 TM0042;                    North         East    Units  Estimated Accuracy
 TM0042;SPC MT       -   450,570.      404,020.      MT  (+/- 180 meters Scaled)
 TM0042
 TM0042                          SUPERSEDED SURVEY CONTROL
 TM0042
 TM0042  NGVD 29 (??/??/92) 1159.447  (m)         3803.95   (f) ADJ UNCH    2 0
 TM0042
 TM0042.Superseded values are not recommended for survey control.
 TM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0042.See file dsdata.txt to determine how the superseded data were derived.
 TM0042
 TM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU152474(NAD 83)
 TM0042_MARKER: DB = BENCH MARK DISK
 TM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0042_STAMPING: C 113 1934
 TM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0042+STABILITY: SURFACE MOTION
 TM0042
 TM0042  HISTORY     - Date     Condition        Report By
 TM0042  HISTORY     - 1934     MONUMENTED       CGS
 TM0042  HISTORY     - 1981     MARK NOT FOUND   USGS
 TM0042
 TM0042                          STATION DESCRIPTION
 TM0042
 TM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TM0042'0.7 MI W FROM WILLIAMS.
 TM0042'0.7 MILE WEST ALONG THE MONTANA WESTERN RAILWAY FROM WILLIAMS, PONDERA
 TM0042'COUNTY, 109 YARDS WEST OF MILEPOST 11, AT A ROAD CROSSING, 46 FEET
 TM0042'NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE CENTERLINE
 TM0042'OF THE ROAD, AND 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 TM0042'DISK, STAMPED C 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TM0042
 TM0042                          STATION RECOVERY (1981)
 TM0042
 TM0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TM0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0150 ***********************************************************************
 TN0150  DESIGNATION -  C 114
 TN0150  PID         -  TN0150
 TN0150  STATE/COUNTY-  MT/FLATHEAD
 TN0150  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0150
 TN0150                         *CURRENT SURVEY CONTROL
 TN0150  ___________________________________________________________________
 TN0150* NAD 83(1986)-  48 09 58.     (N)    114 25 47.     (W)     SCALED    
 TN0150* NAVD 88     -       957.413  (meters)    3141.11   (feet)  ADJUSTED  
 TN0150  ___________________________________________________________________
 TN0150  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TN0150  DYNAMIC HT  -         957.403 (meters)    3141.08  (feet)  COMP
 TN0150  MODELED GRAV-     980,568.8   (mgal)                       NAVD 88
 TN0150
 TN0150  VERT ORDER  -  SECOND    CLASS 0
 TN0150
 TN0150.The horizontal coordinates were scaled from a topographic map and have
 TN0150.an estimated accuracy of +/- 6 seconds.
 TN0150
 TN0150.The orthometric height was determined by differential leveling
 TN0150.and adjusted by the National Geodetic Survey in June 1991..
 TN0150
 TN0150.The geoid height was determined by GEOID03.
 TN0150
 TN0150.The dynamic height is computed by dividing the NAVD 88
 TN0150.geopotential number by the normal gravity value computed on the
 TN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0150.degrees latitude (g = 980.6199 gals.).
 TN0150
 TN0150.The modeled gravity was interpolated from observed gravity values.
 TN0150
 TN0150;                    North         East    Units  Estimated Accuracy
 TN0150;SPC MT       -   446,690.      233,690.      MT  (+/- 180 meters Scaled)
 TN0150
 TN0150                          SUPERSEDED SURVEY CONTROL
 TN0150
 TN0150  NGVD 29 (??/??/92)  956.271  (m)         3137.37   (f) ADJ UNCH    2 0
 TN0150
 TN0150.Superseded values are not recommended for survey control.
 TN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0150.See file dsdata.txt to determine how the superseded data were derived.
 TN0150
 TN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP911379(NAD 83)
 TN0150_MARKER: DB = BENCH MARK DISK
 TN0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0150_SP_SET: BRIDGE ABUTMENT
 TN0150_STAMPING: C 114 1934
 TN0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0150
 TN0150  HISTORY     - Date     Condition        Report By
 TN0150  HISTORY     - 1934     MONUMENTED       CGS
 TN0150
 TN0150                          STATION DESCRIPTION
 TN0150
 TN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TN0150'6.3 MI W FROM KALISPELL.
 TN0150'6.3 MI W OF AND ALONG US HWY 2 IN THE W END OF N ABUTMENT OF A
 TN0150'CONCRETE BRIDGE.  DISK IS SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0151 ***********************************************************************
 TN0151  DESIGNATION -  C 114 RESET
 TN0151  PID         -  TN0151
 TN0151  STATE/COUNTY-  MT/FLATHEAD
 TN0151  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0151
 TN0151                         *CURRENT SURVEY CONTROL
 TN0151  ___________________________________________________________________
 TN0151* NAD 83(1986)-  48 09 58.     (N)    114 25 47.     (W)     SCALED    
 TN0151* NAVD 88     -       957.496  (meters)    3141.38   (feet)  ADJUSTED  
 TN0151  ___________________________________________________________________
 TN0151  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TN0151  DYNAMIC HT  -         957.486 (meters)    3141.35  (feet)  COMP
 TN0151  MODELED GRAV-     980,568.8   (mgal)                       NAVD 88
 TN0151
 TN0151  VERT ORDER  -  SECOND    CLASS 0
 TN0151
 TN0151.The horizontal coordinates were scaled from a topographic map and have
 TN0151.an estimated accuracy of +/- 6 seconds.
 TN0151
 TN0151.The orthometric height was determined by differential leveling
 TN0151.and adjusted by the National Geodetic Survey in June 1991..
 TN0151
 TN0151.The geoid height was determined by GEOID03.
 TN0151
 TN0151.The dynamic height is computed by dividing the NAVD 88
 TN0151.geopotential number by the normal gravity value computed on the
 TN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0151.degrees latitude (g = 980.6199 gals.).
 TN0151
 TN0151.The modeled gravity was interpolated from observed gravity values.
 TN0151
 TN0151;                    North         East    Units  Estimated Accuracy
 TN0151;SPC MT       -   446,690.      233,690.      MT  (+/- 180 meters Scaled)
 TN0151
 TN0151                          SUPERSEDED SURVEY CONTROL
 TN0151
 TN0151  NGVD 29 (??/??/92)  956.357  (m)         3137.65   (f) ADJ UNCH    2 0
 TN0151
 TN0151.Superseded values are not recommended for survey control.
 TN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0151.See file dsdata.txt to determine how the superseded data were derived.
 TN0151
 TN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP911379(NAD 83)
 TN0151_MARKER: DB = BENCH MARK DISK
 TN0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0151_SP_SET: BRIDGE ABUTMENT
 TN0151_STAMPING: C 114 RESET 1949
 TN0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0151
 TN0151  HISTORY     - Date     Condition        Report By
 TN0151  HISTORY     - 1949     MONUMENTED       CGS
 TN0151  HISTORY     - 1952     GOOD             NGS
 TN0151
 TN0151                          STATION DESCRIPTION
 TN0151
 TN0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0151'6.4 MI SW FROM KALISPELL.
 TN0151'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0151'STATION AT KALISPELL, THENCE 6.2 MILES SOUTHWEST ALONG U. S. HIGHWAY
 TN0151'2, IN TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE NO.
 TN0151'6-1510-34.4, 17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.2
 TN0151'FOOT SOUTHWEST OF THE WEST END OF A CONCRETE GUARD RAIL, AND ABOUT
 TN0151'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0457 ***********************************************************************
 ST0457  DESIGNATION -  C 115
 ST0457  PID         -  ST0457
 ST0457  STATE/COUNTY-  MT/LAKE
 ST0457  USGS QUAD   -  CILLY CREEK (1994)
 ST0457
 ST0457                         *CURRENT SURVEY CONTROL
 ST0457  ___________________________________________________________________
 ST0457* NAD 83(1986)-  47 47 48.     (N)    113 49 56.     (W)     SCALED    
 ST0457* NAVD 88     -       975.926  (meters)    3201.85   (feet)  ADJUSTED  
 ST0457  ___________________________________________________________________
 ST0457  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 ST0457  DYNAMIC HT  -         975.853 (meters)    3201.61  (feet)  COMP
 ST0457  MODELED GRAV-     980,505.7   (mgal)                       NAVD 88
 ST0457
 ST0457  VERT ORDER  -  SECOND    CLASS 0
 ST0457
 ST0457.The horizontal coordinates were scaled from a topographic map and have
 ST0457.an estimated accuracy of +/- 6 seconds.
 ST0457
 ST0457.The orthometric height was determined by differential leveling
 ST0457.and adjusted by the National Geodetic Survey in June 1991..
 ST0457
 ST0457.The geoid height was determined by GEOID03.
 ST0457
 ST0457.The dynamic height is computed by dividing the NAVD 88
 ST0457.geopotential number by the normal gravity value computed on the
 ST0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0457.degrees latitude (g = 980.6199 gals.).
 ST0457
 ST0457.The modeled gravity was interpolated from observed gravity values.
 ST0457
 ST0457;                    North         East    Units  Estimated Accuracy
 ST0457;SPC MT       -   403,070.      275,770.      MT  (+/- 180 meters Scaled)
 ST0457
 ST0457                          SUPERSEDED SURVEY CONTROL
 ST0457
 ST0457  NGVD 29 (??/??/92)  974.795  (m)         3198.14   (f) ADJ UNCH    2 0
 ST0457
 ST0457.Superseded values are not recommended for survey control.
 ST0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0457.See file dsdata.txt to determine how the superseded data were derived.
 ST0457
 ST0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT879975(NAD 83)
 ST0457_MARKER: DB = BENCH MARK DISK
 ST0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0457_STAMPING: C 115 1934
 ST0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0457+STABILITY: SURFACE MOTION
 ST0457
 ST0457  HISTORY     - Date     Condition        Report By
 ST0457  HISTORY     - 1934     MONUMENTED       CGS
 ST0457  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0457
 ST0457                          STATION DESCRIPTION
 ST0457
 ST0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0457'9.6 MI S FROM SWAN LAKE.
 ST0457'9.6 MILES SOUTH ALONG STATE HIGHWAY 31 FROM SWAN LAKE, LAKE COUNTY, 26
 ST0457'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTHEAST OF A
 ST0457'TREE PAINTED USBM.  A STANDARD DISK, STAMPED C 115 1934 AND SET IN THE
 ST0457'TOP OF A CONCRETE POST. NOTE-- OLD HIGHWAY ROUTE IS NOW ABANDONED AND
 ST0457'PARTIALLY OBLITERATED.
 ST0457
 ST0457                          STATION RECOVERY (1965)
 ST0457
 ST0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0079 ***********************************************************************
 QY0079  DESIGNATION -  C 117
 QY0079  PID         -  QY0079
 QY0079  STATE/COUNTY-  MT/MADISON
 QY0079  USGS QUAD   -  SHERIDAN (1963)
 QY0079
 QY0079                         *CURRENT SURVEY CONTROL
 QY0079  ___________________________________________________________________
 QY0079* NAD 83(1986)-  45 27 02.     (N)    112 12 08.     (W)     SCALED    
 QY0079* NAVD 88     -      1543.759  (meters)    5064.82   (feet)  ADJUSTED  
 QY0079  ___________________________________________________________________
 QY0079  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 QY0079  DYNAMIC HT  -        1543.138 (meters)    5062.78  (feet)  COMP
 QY0079  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 QY0079
 QY0079  VERT ORDER  -  SECOND    CLASS 0
 QY0079
 QY0079.The horizontal coordinates were scaled from a topographic map and have
 QY0079.an estimated accuracy of +/- 6 seconds.
 QY0079
 QY0079.The orthometric height was determined by differential leveling
 QY0079.and adjusted by the National Geodetic Survey in June 1991..
 QY0079
 QY0079.The geoid height was determined by GEOID03.
 QY0079
 QY0079.The dynamic height is computed by dividing the NAVD 88
 QY0079.geopotential number by the normal gravity value computed on the
 QY0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0079.degrees latitude (g = 980.6199 gals.).
 QY0079
 QY0079.The modeled gravity was interpolated from observed gravity values.
 QY0079
 QY0079;                    North         East    Units  Estimated Accuracy
 QY0079;SPC MT       -   137,080.      388,710.      MT  (+/- 180 meters Scaled)
 QY0079
 QY0079                          SUPERSEDED SURVEY CONTROL
 QY0079
 QY0079  NGVD 29 (??/??/92) 1542.581  (m)         5060.95   (f) ADJ UNCH    2 0
 QY0079
 QY0079.Superseded values are not recommended for survey control.
 QY0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0079.See file dsdata.txt to determine how the superseded data were derived.
 QY0079
 QY0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR059337(NAD 83)
 QY0079_MARKER: DB = BENCH MARK DISK
 QY0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0079_STAMPING: C 117 1934
 QY0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0079+STABILITY: SURFACE MOTION
 QY0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0079+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 QY0079
 QY0079  HISTORY     - Date     Condition        Report By
 QY0079  HISTORY     - 1934     MONUMENTED       CGS
 QY0079  HISTORY     - 20051018 GOOD             MDT
 QY0079
 QY0079                          STATION DESCRIPTION
 QY0079
 QY0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0079'IN SHERIDAN.
 QY0079'AT SHERIDAN, 68 FEET WEST OF THE NORTHERN PACIFIC RAILWAY STATION, AND
 QY0079'45 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 QY0079'C 117 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QY0079
 QY0079                          STATION RECOVERY (2005)
 QY0079
 QY0079'RECOVERY NOTE BY MONTANA DEPT OF TRANSPORTATION 2005 (RJ)
 QY0079'TO REACH FROM ITERSECTION OF POPPELTON AND MAIN, IN SHEREIDAN GO WEST
 QY0079'0.3 MILES TO TRACKS.  TURN SOUTH AT WILLIAMS FEED ON DIRT ROAD FOR
 QY0079'500'TO MARK 90' ON RIGHT.  SET NGS WITNESS POST 3' WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0595 ***********************************************************************
 PY0595  DESIGNATION -  C 118
 PY0595  PID         -  PY0595
 PY0595  STATE/COUNTY-  MT/MADISON
 PY0595  USGS QUAD   -  EUREKA BASIN (1988)
 PY0595
 PY0595                         *CURRENT SURVEY CONTROL
 PY0595  ___________________________________________________________________
 PY0595* NAD 83(1986)-  44 49 59.     (N)    112 00 01.     (W)     SCALED    
 PY0595* NAVD 88     -      2158.120  (meters)    7080.43   (feet)  ADJUSTED  
 PY0595  ___________________________________________________________________
 PY0595  GEOID HEIGHT-          -9.09  (meters)                     GEOID03
 PY0595  DYNAMIC HT  -        2156.934 (meters)    7076.54  (feet)  COMP
 PY0595  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 PY0595
 PY0595  VERT ORDER  -  SECOND    CLASS 0
 PY0595
 PY0595.The horizontal coordinates were scaled from a topographic map and have
 PY0595.an estimated accuracy of +/- 6 seconds.
 PY0595
 PY0595.The orthometric height was determined by differential leveling
 PY0595.and adjusted by the National Geodetic Survey in June 1991..
 PY0595
 PY0595.The geoid height was determined by GEOID03.
 PY0595
 PY0595.The dynamic height is computed by dividing the NAVD 88
 PY0595.geopotential number by the normal gravity value computed on the
 PY0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0595.degrees latitude (g = 980.6199 gals.).
 PY0595
 PY0595.The modeled gravity was interpolated from observed gravity values.
 PY0595
 PY0595;                    North         East    Units  Estimated Accuracy
 PY0595;SPC MT       -    67,970.      402,300.      MT  (+/- 180 meters Scaled)
 PY0595
 PY0595                          SUPERSEDED SURVEY CONTROL
 PY0595
 PY0595  NGVD 29 (??/??/92) 2156.739  (m)         7075.90   (f) ADJ UNCH    2 0
 PY0595
 PY0595.Superseded values are not recommended for survey control.
 PY0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0595.See file dsdata.txt to determine how the superseded data were derived.
 PY0595
 PY0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ209648(NAD 83)
 PY0595_MARKER: DB = BENCH MARK DISK
 PY0595_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0595_STAMPING: C 118 1934 7076
 PY0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0595
 PY0595  HISTORY     - Date     Condition        Report By
 PY0595  HISTORY     - 1934     MONUMENTED       CGS
 PY0595  HISTORY     - 1964     GOOD             NGS
 PY0595
 PY0595                          STATION DESCRIPTION
 PY0595
 PY0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0595'33.6 MI NW FROM LAKEVIEW.
 PY0595'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PY0595'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 6.1 MILES WEST ALONG A GRADED
 PY0595'DIRT ROAD, THENCE 15.0 MILES NORTH ALONG A GRADED DIRT ROAD, ABOUT
 PY0595'0.35 MILE SOUTH OF THE JUNCTION OF CORRAL AND SWAMP CREEKS, ON THE
 PY0595'NORTH SLOPE OF A HILL, IN THE CENTER OF A NUMBER OF LOOSE ROCKS
 PY0595'BETWEEN THE ROAD AND CORRAL CREEK, 73 FEET WEST OF THE CENTER LINE OF
 PY0595'THE ROAD, SET IN THE TOP OF A 1 1/2 BY 1-FOOT ROCK THAT IS FLUSH WITH
 PY0595'THE GROUND, AND ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0285 ***********************************************************************
 TL0285  DESIGNATION -  C 12
 TL0285  PID         -  TL0285
 TL0285  STATE/COUNTY-  MT/TOOLE
 TL0285  USGS QUAD   -  KEVIN NORTH (1986)
 TL0285
 TL0285                         *CURRENT SURVEY CONTROL
 TL0285  ___________________________________________________________________
 TL0285* NAD 83(1986)-  48 46 56.     (N)    111 56 41.     (W)     SCALED    
 TL0285* NAVD 88     -      1020.441  (meters)    3347.90   (feet)  POSTED    
 TL0285  ___________________________________________________________________
 TL0285  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 TL0285  DYNAMIC HT  -        1020.540 (meters)    3348.22  (feet)  COMP
 TL0285  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 TL0285
 TL0285  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TL0285
 TL0285.The horizontal coordinates were scaled from a topographic map and have
 TL0285.an estimated accuracy of +/- 6 seconds.
 TL0285
 TL0285.The orthometric height was determined by differential leveling
 TL0285.and adjusted by the National Geodetic Survey in 1992..
 TL0285.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TL0285.rate of 1.1 thru 2.0 mm/km.
 TL0285
 TL0285.The geoid height was determined by GEOID03.
 TL0285
 TL0285.The dynamic height is computed by dividing the NAVD 88
 TL0285.geopotential number by the normal gravity value computed on the
 TL0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0285.degrees latitude (g = 980.6199 gals.).
 TL0285
 TL0285.The modeled gravity was interpolated from observed gravity values.
 TL0285
 TL0285;                    North         East    Units  Estimated Accuracy
 TL0285;SPC MT       -   506,450.      420,390.      MT  (+/- 180 meters Scaled)
 TL0285
 TL0285                          SUPERSEDED SURVEY CONTROL
 TL0285
 TL0285  NGVD 29 (??/??/92) 1019.468  (m)         3344.70   (f) ADJ UNCH    1 2
 TL0285
 TL0285.Superseded values are not recommended for survey control.
 TL0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0285.See file dsdata.txt to determine how the superseded data were derived.
 TL0285
 TL0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV306036(NAD 83)
 TL0285_MARKER: P = PIPE CAP
 TL0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0285_STAMPING: 3344.705
 TL0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0285
 TL0285  HISTORY     - Date     Condition        Report By
 TL0285  HISTORY     - UNK      MONUMENTED       CGS
 TL0285  HISTORY     - 1913     GOOD             NGS
 TL0285
 TL0285                          STATION DESCRIPTION
 TL0285
 TL0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1913
 TL0285'3.0 MI N FROM KEVIN.
 TL0285'ABOUT 3.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM KEVIN,
 TL0285'TOOLE COUNTY, AT MILEPOST 123, AT THE SOUTH END OF A LONG TANGENT,
 TL0285'ABOUT 50 FEET WEST OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A
 TL0285'STANDARD CAP, STAMPED 3344.705 AND FASTENED ON THE TOP OF A 3-1/2-INCH
 TL0285'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0356 ***********************************************************************
 RU0356  DESIGNATION -  C 120
 RU0356  PID         -  RU0356
 RU0356  STATE/COUNTY-  MT/YELLOWSTONE
 RU0356  USGS QUAD   -  WACO (1980)
 RU0356
 RU0356                         *CURRENT SURVEY CONTROL
 RU0356  ___________________________________________________________________
 RU0356* NAD 83(1986)-  46 05 48.     (N)    107 40 22.     (W)     SCALED    
 RU0356* NAVD 88     -       847.336  (meters)    2779.97   (feet)  ADJUSTED  
 RU0356  ___________________________________________________________________
 RU0356  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 RU0356  DYNAMIC HT  -         847.210 (meters)    2779.55  (feet)  COMP
 RU0356  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 RU0356
 RU0356  VERT ORDER  -  FIRST     CLASS II
 RU0356
 RU0356.The horizontal coordinates were scaled from a topographic map and have
 RU0356.an estimated accuracy of +/- 6 seconds.
 RU0356
 RU0356.The orthometric height was determined by differential leveling
 RU0356.and adjusted by the National Geodetic Survey in June 1991..
 RU0356
 RU0356.The geoid height was determined by GEOID03.
 RU0356
 RU0356.The dynamic height is computed by dividing the NAVD 88
 RU0356.geopotential number by the normal gravity value computed on the
 RU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0356.degrees latitude (g = 980.6199 gals.).
 RU0356
 RU0356.The modeled gravity was interpolated from observed gravity values.
 RU0356
 RU0356;                    North         East    Units  Estimated Accuracy
 RU0356;SPC MT       -   206,870.      741,220.      MT  (+/- 180 meters Scaled)
 RU0356
 RU0356                          SUPERSEDED SURVEY CONTROL
 RU0356
 RU0356  NGVD 29 (??/??/92)  846.664  (m)         2777.76   (f) ADJ UNCH    1 2
 RU0356
 RU0356.Superseded values are not recommended for survey control.
 RU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0356.See file dsdata.txt to determine how the superseded data were derived.
 RU0356
 RU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM934082(NAD 83)
 RU0356_MARKER: DB = BENCH MARK DISK
 RU0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0356_SP_SET: BRIDGE
 RU0356_STAMPING: C 120 1934
 RU0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0356
 RU0356  HISTORY     - Date     Condition        Report By
 RU0356  HISTORY     - 1934     MONUMENTED       CGS
 RU0356  HISTORY     - 1960     GOOD             NGS
 RU0356  HISTORY     - 1981     MARK NOT FOUND   NGS
 RU0356
 RU0356                          STATION DESCRIPTION
 RU0356
 RU0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0356'6.25 MI SW FROM CUSTER.
 RU0356'ABOUT 6.25 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0356'THE STATION AT CUSTER, IN SECTION 18, T 4 N, R 33 E, 23 1/2 POLES
 RU0356'SOUTHWEST OF MILEPOST 178, IN THE TOP OF THE SOUTHWEST END OF THE
 RU0356'CONCRETE RETAINING WALL OF BRIDGE 178.1, 4 1/2 FEET SOUTHEAST OF THE
 RU0356'SOUTHEAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 RU0356
 RU0356                          STATION RECOVERY (1981)
 RU0356
 RU0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0356'NOTE=THERE IS NOW A 36-INCH GALVANIZED PIPE CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0259 ***********************************************************************
 RU0259  DESIGNATION -  C 121
 RU0259  PID         -  RU0259
 RU0259  STATE/COUNTY-  MT/ROSEBUD
 RU0259  USGS QUAD   -  INGOMAR WEST (1980)
 RU0259
 RU0259                         *CURRENT SURVEY CONTROL
 RU0259  ___________________________________________________________________
 RU0259* NAD 83(1986)-  46 34 44.     (N)    107 27 27.     (W)     SCALED    
 RU0259* NAVD 88     -       937.674  (meters)    3076.35   (feet)  ADJUSTED  
 RU0259  ___________________________________________________________________
 RU0259  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 RU0259  DYNAMIC HT  -         937.599 (meters)    3076.11  (feet)  COMP
 RU0259  MODELED GRAV-     980,502.1   (mgal)                       NAVD 88
 RU0259
 RU0259  VERT ORDER  -  SECOND    CLASS 0
 RU0259
 RU0259.The horizontal coordinates were scaled from a topographic map and have
 RU0259.an estimated accuracy of +/- 6 seconds.
 RU0259
 RU0259.The orthometric height was determined by differential leveling
 RU0259.and adjusted by the National Geodetic Survey in June 1991..
 RU0259
 RU0259.The geoid height was determined by GEOID03.
 RU0259
 RU0259.The dynamic height is computed by dividing the NAVD 88
 RU0259.geopotential number by the normal gravity value computed on the
 RU0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0259.degrees latitude (g = 980.6199 gals.).
 RU0259
 RU0259.The modeled gravity was interpolated from observed gravity values.
 RU0259
 RU0259;                    North         East    Units  Estimated Accuracy
 RU0259;SPC MT       -   260,830.      756,450.      MT  (+/- 180 meters Scaled)
 RU0259
 RU0259                          SUPERSEDED SURVEY CONTROL
 RU0259
 RU0259  NGVD 29 (??/??/92)  937.004  (m)         3074.15   (f) ADJ UNCH    2 0
 RU0259
 RU0259.Superseded values are not recommended for survey control.
 RU0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0259.See file dsdata.txt to determine how the superseded data were derived.
 RU0259
 RU0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM117613(NAD 83)
 RU0259_MARKER: DB = BENCH MARK DISK
 RU0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0259_STAMPING: C 121 1934
 RU0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0259+STABILITY: SURFACE MOTION
 RU0259
 RU0259  HISTORY     - Date     Condition        Report By
 RU0259  HISTORY     - 1934     MONUMENTED       CGS
 RU0259
 RU0259                          STATION DESCRIPTION
 RU0259
 RU0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0259'1.6 MI E FROM GALBRAITH.
 RU0259'1.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RU0259'RAILROAD FROM GALBRAITH, ROSEBUD COUNTY, 21 POLES EAST OF MILEPOST
 RU0259'1209, 2 POLES EAST OF A ROAD CROSSING, 45 FEET SOUTH OF THE TRACK, AND
 RU0259'35 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C
 RU0259'121 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0261 ***********************************************************************
 RV0261  DESIGNATION -  C 123
 RV0261  PID         -  RV0261
 RV0261  STATE/COUNTY-  MT/SWEET GRASS
 RV0261  USGS QUAD   -  MELVILLE NW (1985)
 RV0261
 RV0261                         *CURRENT SURVEY CONTROL
 RV0261  ___________________________________________________________________
 RV0261* NAD 83(1986)-  46 07 41.     (N)    109 54 15.     (W)     SCALED    
 RV0261* NAVD 88     -      1545.810  (meters)    5071.55   (feet)  ADJUSTED  
 RV0261  ___________________________________________________________________
 RV0261  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 RV0261  DYNAMIC HT  -        1545.353 (meters)    5070.05  (feet)  COMP
 RV0261  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 RV0261
 RV0261  VERT ORDER  -  SECOND    CLASS 0
 RV0261
 RV0261.The horizontal coordinates were scaled from a topographic map and have
 RV0261.an estimated accuracy of +/- 6 seconds.
 RV0261
 RV0261.The orthometric height was determined by differential leveling
 RV0261.and adjusted by the National Geodetic Survey in June 1991..
 RV0261
 RV0261.The geoid height was determined by GEOID03.
 RV0261
 RV0261.The dynamic height is computed by dividing the NAVD 88
 RV0261.geopotential number by the normal gravity value computed on the
 RV0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0261.degrees latitude (g = 980.6199 gals.).
 RV0261
 RV0261.The modeled gravity was interpolated from observed gravity values.
 RV0261
 RV0261;                    North         East    Units  Estimated Accuracy
 RV0261;SPC MT       -   208,790.      568,780.      MT  (+/- 180 meters Scaled)
 RV0261
 RV0261                          SUPERSEDED SURVEY CONTROL
 RV0261
 RV0261  NGVD 29 (??/??/92) 1544.759  (m)         5068.10   (f) ADJ UNCH    2 0
 RV0261
 RV0261.Superseded values are not recommended for survey control.
 RV0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0261.See file dsdata.txt to determine how the superseded data were derived.
 RV0261
 RV0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS846088(NAD 83)
 RV0261_MARKER: DB = BENCH MARK DISK
 RV0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0261_STAMPING: C 123 1934
 RV0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0261+STABILITY: SURFACE MOTION
 RV0261
 RV0261  HISTORY     - Date     Condition        Report By
 RV0261  HISTORY     - 1934     MONUMENTED       CGS
 RV0261  HISTORY     - 1979     MARK NOT FOUND   USGS
 RV0261
 RV0261                          STATION DESCRIPTION
 RV0261
 RV0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0261'4.0 MI NE FROM MELVILLE.
 RV0261'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM MELVILLE, SWEETGRASS
 RV0261'COUNTY, 0.25 MILE NORTH OF THE INTERSECTION OF AN EAST-AND-WEST FENCE
 RV0261'AND THE RIGHT-OF-WAY FENCE, IN FLAT OPEN COUNTRY, 31 FEET WEST OF THE
 RV0261'CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 RV0261'A STANDARD DISK, STAMPED C 123 1934 AND SET IN THE TOP OF A CONCRETE
 RV0261'POST.
 RV0261
 RV0261                          STATION RECOVERY (1979)
 RV0261
 RV0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 RV0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0072 ***********************************************************************
 QW0072  DESIGNATION -  C 124
 QW0072  PID         -  QW0072
 QW0072  STATE/COUNTY-  MT/YELLOWSTONE
 QW0072  USGS QUAD   -  BILLINGS EAST (1975)
 QW0072
 QW0072                         *CURRENT SURVEY CONTROL
 QW0072  ___________________________________________________________________
 QW0072* NAD 83(1986)-  45 51 05.     (N)    108 27 56.     (W)     SCALED    
 QW0072* NAVD 88     -       967.945  (meters)    3175.67   (feet)  ADJUSTED  
 QW0072  ___________________________________________________________________
 QW0072  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 QW0072  DYNAMIC HT  -         967.749 (meters)    3175.02  (feet)  COMP
 QW0072  MODELED GRAV-     980,380.8   (mgal)                       NAVD 88
 QW0072
 QW0072  VERT ORDER  -  SECOND    CLASS 0
 QW0072
 QW0072.The horizontal coordinates were scaled from a topographic map and have
 QW0072.an estimated accuracy of +/- 6 seconds.
 QW0072
 QW0072.The orthometric height was determined by differential leveling
 QW0072.and adjusted by the National Geodetic Survey in June 1991..
 QW0072
 QW0072.The geoid height was determined by GEOID03.
 QW0072
 QW0072.The dynamic height is computed by dividing the NAVD 88
 QW0072.geopotential number by the normal gravity value computed on the
 QW0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0072.degrees latitude (g = 980.6199 gals.).
 QW0072
 QW0072.The modeled gravity was interpolated from observed gravity values.
 QW0072
 QW0072;                    North         East    Units  Estimated Accuracy
 QW0072;SPC MT       -   178,500.      680,310.      MT  (+/- 180 meters Scaled)
 QW0072
 QW0072                          SUPERSEDED SURVEY CONTROL
 QW0072
 QW0072  NGVD 29 (??/??/92)  967.183  (m)         3173.17   (f) ADJ UNCH    2 0
 QW0072
 QW0072.Superseded values are not recommended for survey control.
 QW0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0072.See file dsdata.txt to determine how the superseded data were derived.
 QW0072
 QW0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR967806(NAD 83)
 QW0072_MARKER: DB = BENCH MARK DISK
 QW0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0072_STAMPING: C 124 1934
 QW0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0072+STABILITY: SURFACE MOTION
 QW0072
 QW0072  HISTORY     - Date     Condition        Report By
 QW0072  HISTORY     - 1934     MONUMENTED       CGS
 QW0072  HISTORY     - 1956     GOOD             USGS
 QW0072
 QW0072                          STATION DESCRIPTION
 QW0072
 QW0072'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 QW0072'5.7 MI N FROM BILLINGS.
 QW0072'5.7 MILES NORTH ALONG U.S. HIGHWAY 87 FROM BILLINGS, 60 YARDS SOUTH OF
 QW0072'THE FORK OF U.S. HIGHWAY 10, 97 FEET WEST OF THE SOUTHWEST CORNER OF A
 QW0072'SCHOOLHOUSE, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 QW0072'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 124 1934
 QW0072'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 5.6 MI. NE OF THE POST
 QW0072'OFFICE ALONG U.S. HWY. 87.  0.6 MI. N. OF THE JUNCTION OF U.S. HWY. 10
 QW0072'AND 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0113 ***********************************************************************
 RV0113  DESIGNATION -  C 125
 RV0113  PID         -  RV0113
 RV0113  STATE/COUNTY-  MT/MUSSELSHELL
 RV0113  USGS QUAD   -  LAKE MASON SE (1986)
 RV0113
 RV0113                         *CURRENT SURVEY CONTROL
 RV0113  ___________________________________________________________________
 RV0113* NAD 83(1986)-  46 34 33.     (N)    108 35 29.     (W)     SCALED    
 RV0113* NAVD 88     -      1125.412  (meters)    3692.29   (feet)  ADJUSTED  
 RV0113  ___________________________________________________________________
 RV0113  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 RV0113  DYNAMIC HT  -        1125.256 (meters)    3691.78  (feet)  COMP
 RV0113  MODELED GRAV-     980,436.8   (mgal)                       NAVD 88
 RV0113
 RV0113  VERT ORDER  -  SECOND    CLASS 0
 RV0113
 RV0113.The horizontal coordinates were scaled from a topographic map and have
 RV0113.an estimated accuracy of +/- 6 seconds.
 RV0113
 RV0113.The orthometric height was determined by differential leveling
 RV0113.and adjusted by the National Geodetic Survey in June 1991..
 RV0113
 RV0113.The geoid height was determined by GEOID03.
 RV0113
 RV0113.The dynamic height is computed by dividing the NAVD 88
 RV0113.geopotential number by the normal gravity value computed on the
 RV0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0113.degrees latitude (g = 980.6199 gals.).
 RV0113
 RV0113.The modeled gravity was interpolated from observed gravity values.
 RV0113
 RV0113;                    North         East    Units  Estimated Accuracy
 RV0113;SPC MT       -   258,860.      669,610.      MT  (+/- 180 meters Scaled)
 RV0113
 RV0113                          SUPERSEDED SURVEY CONTROL
 RV0113
 RV0113  NGVD 29 (??/??/92) 1124.628  (m)         3689.72   (f) ADJ UNCH    2 0
 RV0113
 RV0113.Superseded values are not recommended for survey control.
 RV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0113.See file dsdata.txt to determine how the superseded data were derived.
 RV0113
 RV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS845608(NAD 83)
 RV0113_MARKER: DB = BENCH MARK DISK
 RV0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0113_STAMPING: C 125 1934
 RV0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0113+STABILITY: SURFACE MOTION
 RV0113
 RV0113  HISTORY     - Date     Condition        Report By
 RV0113  HISTORY     - 1934     MONUMENTED       CGS
 RV0113  HISTORY     - 1978     MARK NOT FOUND   USGS
 RV0113  HISTORY     - 19990630 MARK NOT FOUND   MTDOT
 RV0113
 RV0113                          STATION DESCRIPTION
 RV0113
 RV0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0113'9.7 MI N FROM ROUNDUP.
 RV0113'9.7 MILES NORTH ALONG U.S. HIGHWAY 87 FROM ROUNDUP, MUSSELSHELL
 RV0113'COUNTY, 24 FEET NORTH OF THE CENTERLINE OF A CROSSROAD, 53 FEET WEST
 RV0113'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF THE RIGHT-OF-WAY
 RV0113'FENCE, AND 2 FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK,
 RV0113'STAMPED C 125 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RV0113
 RV0113                          STATION RECOVERY (1978)
 RV0113
 RV0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0113'MARK NOT FOUND.
 RV0113
 RV0113                          STATION RECOVERY (1999)
 RV0113
 RV0113'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1999
 RV0113'A DILIGENT SEARCH WAS DONE AND THIS MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0301 ***********************************************************************
 RV0301  DESIGNATION -  C 126
 RV0301  PID         -  RV0301
 RV0301  STATE/COUNTY-  MT/WHEATLAND
 RV0301  USGS QUAD   -  HOPLEY CREEK SOUTH (1986)
 RV0301
 RV0301                         *CURRENT SURVEY CONTROL
 RV0301  ___________________________________________________________________
 RV0301* NAD 83(1986)-  46 25 58.     (N)    109 55 18.     (W)     SCALED    
 RV0301* NAVD 88     -      1300.010  (meters)    4265.12   (feet)  ADJUSTED  
 RV0301  ___________________________________________________________________
 RV0301  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 RV0301  DYNAMIC HT  -        1299.728 (meters)    4264.19  (feet)  COMP
 RV0301  MODELED GRAV-     980,352.5   (mgal)                       NAVD 88
 RV0301
 RV0301  VERT ORDER  -  SECOND    CLASS 0
 RV0301
 RV0301.The horizontal coordinates were scaled from a topographic map and have
 RV0301.an estimated accuracy of +/- 6 seconds.
 RV0301
 RV0301.The orthometric height was determined by differential leveling
 RV0301.and adjusted by the National Geodetic Survey in June 1991..
 RV0301
 RV0301.The geoid height was determined by GEOID03.
 RV0301
 RV0301.The dynamic height is computed by dividing the NAVD 88
 RV0301.geopotential number by the normal gravity value computed on the
 RV0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0301.degrees latitude (g = 980.6199 gals.).
 RV0301
 RV0301.The modeled gravity was interpolated from observed gravity values.
 RV0301
 RV0301;                    North         East    Units  Estimated Accuracy
 RV0301;SPC MT       -   242,650.      567,610.      MT  (+/- 180 meters Scaled)
 RV0301
 RV0301                          SUPERSEDED SURVEY CONTROL
 RV0301
 RV0301  NGVD 29 (??/??/92) 1299.060  (m)         4262.00   (f) ADJ UNCH    2 0
 RV0301
 RV0301.Superseded values are not recommended for survey control.
 RV0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0301.See file dsdata.txt to determine how the superseded data were derived.
 RV0301
 RV0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS828426(NAD 83)
 RV0301_MARKER: DB = BENCH MARK DISK
 RV0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0301_STAMPING: C 126 1934
 RV0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0301+STABILITY: SURFACE MOTION
 RV0301
 RV0301  HISTORY     - Date     Condition        Report By
 RV0301  HISTORY     - 1934     MONUMENTED       CGS
 RV0301  HISTORY     - 1961     GOOD             NGS
 RV0301
 RV0301                          STATION DESCRIPTION
 RV0301
 RV0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0301'4.45 MI W FROM HARLOWTON.
 RV0301'ABOUT 4.45 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0301'PACIFIC RAILROAD FROM THE STATION AT HARLOWTON, 31 FEET SOUTH OF THE
 RV0301'SECOND POLE EAST OF MILE POLE 1340, 40 1/2 FEET SOUTH OF THE SOUTH
 RV0301'RAIL, 50 FEET SOUTH-SOUTHWEST OF THE CENTER OF A PRIVATE ROAD
 RV0301'CROSSING, 21 FEET WEST-NORTHWEST OF THE CENTER OF A GATE, 7 1/2 FEET
 RV0301'NORTH OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH
 RV0301'THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0075 ***********************************************************************
 RW0075  DESIGNATION -  C 127
 RW0075  PID         -  RW0075
 RW0075  STATE/COUNTY-  MT/MEAGHER
 RW0075  USGS QUAD   -  CASTLE TOWN (1995)
 RW0075
 RW0075                         *CURRENT SURVEY CONTROL
 RW0075  ___________________________________________________________________
 RW0075* NAD 83(1986)-  46 22 34.     (N)    110 41 27.     (W)     SCALED    
 RW0075* NAVD 88     -      1753.014  (meters)    5751.35   (feet)  ADJUSTED  
 RW0075  ___________________________________________________________________
 RW0075  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 RW0075  DYNAMIC HT  -        1752.468 (meters)    5749.56  (feet)  COMP
 RW0075  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 RW0075
 RW0075  VERT ORDER  -  SECOND    CLASS 0
 RW0075
 RW0075.The horizontal coordinates were scaled from a topographic map and have
 RW0075.an estimated accuracy of +/- 6 seconds.
 RW0075
 RW0075.The orthometric height was determined by differential leveling
 RW0075.and adjusted by the National Geodetic Survey in June 1991..
 RW0075
 RW0075.The geoid height was determined by GEOID03.
 RW0075
 RW0075.The dynamic height is computed by dividing the NAVD 88
 RW0075.geopotential number by the normal gravity value computed on the
 RW0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0075.degrees latitude (g = 980.6199 gals.).
 RW0075
 RW0075.The modeled gravity was interpolated from observed gravity values.
 RW0075
 RW0075;                    North         East    Units  Estimated Accuracy
 RW0075;SPC MT       -   236,960.      508,440.      MT  (+/- 180 meters Scaled)
 RW0075
 RW0075                          SUPERSEDED SURVEY CONTROL
 RW0075
 RW0075  NGVD 29 (??/??/92) 1751.837  (m)         5747.49   (f) ADJ UNCH    2 0
 RW0075
 RW0075.Superseded values are not recommended for survey control.
 RW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0075.See file dsdata.txt to determine how the superseded data were derived.
 RW0075
 RW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS237358(NAD 83)
 RW0075_MARKER: DB = BENCH MARK DISK
 RW0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0075_STAMPING: C 127 1934
 RW0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0075+STABILITY: SURFACE MOTION
 RW0075
 RW0075  HISTORY     - Date     Condition        Report By
 RW0075  HISTORY     - 1934     MONUMENTED       CGS
 RW0075  HISTORY     - 1951     GOOD             USGS
 RW0075
 RW0075                          STATION DESCRIPTION
 RW0075
 RW0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0075'1.1 MI E FROM LOWETH.
 RW0075'1.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0075'RAILROAD FROM THE STATION AT LOWETH, MEAGHER COUNTY, 120 FEET
 RW0075'NORTHEAST OF MILEPOST 1380, 33 FEET NORTH OF THE TRACK, AND 5 FEET
 RW0075'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 127 1934
 RW0075'AND SET IN THE TOP OF A CONCRETE POST.
 RW0075
 RW0075                          STATION RECOVERY (1951)
 RW0075
 RW0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RW0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0123 ***********************************************************************
 RW0123  DESIGNATION -  C 129
 RW0123  PID         -  RW0123
 RW0123  STATE/COUNTY-  MT/MEAGHER
 RW0123  USGS QUAD   -  PINCHOUT CREEK (1995)
 RW0123
 RW0123                         *CURRENT SURVEY CONTROL
 RW0123  ___________________________________________________________________
 RW0123* NAD 83(1986)-  46 36 37.     (N)    110 50 18.     (W)     SCALED    
 RW0123* NAVD 88     -      1615.225  (meters)    5299.28   (feet)  ADJUSTED  
 RW0123  ___________________________________________________________________
 RW0123  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 RW0123  DYNAMIC HT  -        1614.778 (meters)    5297.82  (feet)  COMP
 RW0123  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 RW0123
 RW0123  VERT ORDER  -  SECOND    CLASS 0
 RW0123
 RW0123.The horizontal coordinates were scaled from a topographic map and have
 RW0123.an estimated accuracy of +/- 6 seconds.
 RW0123
 RW0123.The orthometric height was determined by differential leveling
 RW0123.and adjusted by the National Geodetic Survey in June 1991..
 RW0123
 RW0123.The geoid height was determined by GEOID03.
 RW0123
 RW0123.The dynamic height is computed by dividing the NAVD 88
 RW0123.geopotential number by the normal gravity value computed on the
 RW0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0123.degrees latitude (g = 980.6199 gals.).
 RW0123
 RW0123.The modeled gravity was interpolated from observed gravity values.
 RW0123
 RW0123;                    North         East    Units  Estimated Accuracy
 RW0123;SPC MT       -   263,150.      497,540.      MT  (+/- 180 meters Scaled)
 RW0123
 RW0123                          SUPERSEDED SURVEY CONTROL
 RW0123
 RW0123  NGVD 29 (??/??/92) 1614.115  (m)         5295.64   (f) ADJ UNCH    2 0
 RW0123
 RW0123.Superseded values are not recommended for survey control.
 RW0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0123.See file dsdata.txt to determine how the superseded data were derived.
 RW0123
 RW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS123618(NAD 83)
 RW0123_MARKER: DB = BENCH MARK DISK
 RW0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0123_STAMPING: C 129 1934
 RW0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0123+STABILITY: SURFACE MOTION
 RW0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0123+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 RW0123
 RW0123  HISTORY     - Date     Condition        Report By
 RW0123  HISTORY     - 1934     MONUMENTED       CGS
 RW0123  HISTORY     - 1971     GOOD             USGS
 RW0123  HISTORY     - 20030829 GOOD             MTDOT
 RW0123
 RW0123                          STATION DESCRIPTION
 RW0123
 RW0123'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 RW0123'5.9 MI N FROM WHITE SULPHER SPRINGS.
 RW0123'5.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM POST OFFICE IN WHITE
 RW0123'SULPHUR SPRINGS, THENCE, TURN EAST AND GO 0.15 MILE ACROSS COUNTRY TO
 RW0123'OLD HIGHWAY, THENCE, TURN NORTH AND GO 0.7 MILE ON OLD HIGHWAY TO
 RW0123'B.M., 27 FEET WEST OF CENTER OF OLD HIGHWAY.  A STANDARD DISK, STAMPED
 RW0123'C 129 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RW0123
 RW0123                          STATION RECOVERY (2003)
 RW0123
 RW0123'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (CS)
 RW0123'RECOVERED AS DESCRIBED.
 RW0123'CONTACT CASTLE MOUNTAIN RANCH WHEN ENTERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0013 ***********************************************************************
 RV0013  DESIGNATION -  C 130
 RV0013  PID         -  RV0013
 RV0013  STATE/COUNTY-  MT/PETROLEUM
 RV0013  USGS QUAD   -  KELLEY (1963)
 RV0013
 RV0013                         *CURRENT SURVEY CONTROL
 RV0013  ___________________________________________________________________
 RV0013* NAD 83(1986)-  46 49 42.     (N)    108 13 13.     (W)     SCALED    
 RV0013* NAVD 88     -       988.557  (meters)    3243.29   (feet)  ADJUSTED  
 RV0013  ___________________________________________________________________
 RV0013  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 RV0013  DYNAMIC HT  -         988.485 (meters)    3243.05  (feet)  COMP
 RV0013  MODELED GRAV-     980,506.6   (mgal)                       NAVD 88
 RV0013
 RV0013  VERT ORDER  -  SECOND    CLASS 0
 RV0013
 RV0013.The horizontal coordinates were scaled from a topographic map and have
 RV0013.an estimated accuracy of +/- 6 seconds.
 RV0013
 RV0013.The orthometric height was determined by differential leveling
 RV0013.and adjusted by the National Geodetic Survey in June 1991..
 RV0013
 RV0013.The geoid height was determined by GEOID03.
 RV0013
 RV0013.The dynamic height is computed by dividing the NAVD 88
 RV0013.geopotential number by the normal gravity value computed on the
 RV0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0013.degrees latitude (g = 980.6199 gals.).
 RV0013
 RV0013.The modeled gravity was interpolated from observed gravity values.
 RV0013
 RV0013;                    North         East    Units  Estimated Accuracy
 RV0013;SPC MT       -   287,300.      697,580.      MT  (+/- 180 meters Scaled)
 RV0013
 RV0013                          SUPERSEDED SURVEY CONTROL
 RV0013
 RV0013  NGVD 29 (??/??/92)  987.850  (m)         3240.97   (f) ADJ UNCH    2 0
 RV0013
 RV0013.Superseded values are not recommended for survey control.
 RV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0013.See file dsdata.txt to determine how the superseded data were derived.
 RV0013
 RV0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS120898(NAD 83)
 RV0013_MARKER: DB = BENCH MARK DISK
 RV0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0013_STAMPING: C 130 1934
 RV0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0013+STABILITY: SURFACE MOTION
 RV0013
 RV0013  HISTORY     - Date     Condition        Report By
 RV0013  HISTORY     - 1934     MONUMENTED       CGS
 RV0013  HISTORY     - 1963     GOOD             USGS
 RV0013
 RV0013                          STATION DESCRIPTION
 RV0013
 RV0013'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RV0013'24.9 MI N FROM MUSSELSHELL.
 RV0013'ABOUT 24.9 MI. N. ALONG THE RD. TO WINNETT FROM THE R.R. STA. AT
 RV0013'MUSSELSHELL, MUSSELSHELL CO.  ABOUT 0.5 MI. N.W. OF A GROUP OF BLDGS,
 RV0013'AND AT A FENCE XING THE ROAD.  26 FEET N. OF THE RD. AT FEN. XING AND
 RV0013'13 FEET E. OF A FENCE CORNER.  A STD. TABLET SET IN THE TOP OF A
 RV0013'CONCRETE POST 1.5 FEET LOWER THAN THE CTR LINE OF THE ROAD AND
 RV0013'STAMPED-- C 130 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0802 ***********************************************************************
 SR0802  DESIGNATION -  C 132
 SR0802  PID         -  SR0802
 SR0802  STATE/COUNTY-  MT/FERGUS
 SR0802  USGS QUAD   -  HOOSAC (1978)
 SR0802
 SR0802                         *CURRENT SURVEY CONTROL
 SR0802  ___________________________________________________________________
 SR0802* NAD 83(1986)-  47 16 46.     (N)    109 51 48.     (W)     SCALED    
 SR0802* NAVD 88     -      1096.315  (meters)    3596.83   (feet)  ADJUSTED  
 SR0802  ___________________________________________________________________
 SR0802  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 SR0802  DYNAMIC HT  -        1096.223 (meters)    3596.53  (feet)  COMP
 SR0802  MODELED GRAV-     980,491.6   (mgal)                       NAVD 88
 SR0802
 SR0802  VERT ORDER  -  SECOND    CLASS 0
 SR0802
 SR0802.The horizontal coordinates were scaled from a topographic map and have
 SR0802.an estimated accuracy of +/- 6 seconds.
 SR0802
 SR0802.The orthometric height was determined by differential leveling
 SR0802.and adjusted by the National Geodetic Survey in June 1991..
 SR0802
 SR0802.The geoid height was determined by GEOID03.
 SR0802
 SR0802.The dynamic height is computed by dividing the NAVD 88
 SR0802.geopotential number by the normal gravity value computed on the
 SR0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0802.degrees latitude (g = 980.6199 gals.).
 SR0802
 SR0802.The modeled gravity was interpolated from observed gravity values.
 SR0802
 SR0802;                    North         East    Units  Estimated Accuracy
 SR0802;SPC MT       -   336,690.      572,530.      MT  (+/- 180 meters Scaled)
 SR0802
 SR0802                          SUPERSEDED SURVEY CONTROL
 SR0802
 SR0802  NGVD 29 (??/??/92) 1095.451  (m)         3593.99   (f) ADJ UNCH    2 0
 SR0802
 SR0802.Superseded values are not recommended for survey control.
 SR0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0802.See file dsdata.txt to determine how the superseded data were derived.
 SR0802
 SR0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT859368(NAD 83)
 SR0802_MARKER: DB = BENCH MARK DISK
 SR0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0802_STAMPING: C 132 1934
 SR0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0802+STABILITY: SURFACE MOTION
 SR0802
 SR0802  HISTORY     - Date     Condition        Report By
 SR0802  HISTORY     - 1934     MONUMENTED       CGS
 SR0802  HISTORY     - 1961     GOOD             NGS
 SR0802
 SR0802                          STATION DESCRIPTION
 SR0802
 SR0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0802'5.35 MI SE FROM DENTON.
 SR0802'ABOUT 5.35 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0802'PACIFIC RAILROAD FROM THE STATION AT DENTON, IN SECTION 31, T 18 N, R
 SR0802'15 E, 0.5 MILE EAST OF THE CROSSING OF A GRADED DIRT ROAD, 91 FEET
 SR0802'SOUTH AND ACROSS THE TRACK FROM MILEPOST 91, 44 1/2 FEET SOUTH OF THE
 SR0802'SOUTH RAIL, 3 FEET NORTH OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS
 SR0802'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 SR0802'A CONCRETE POST WHICH IS 5 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0142 ***********************************************************************
 RV0142  DESIGNATION -  C 133
 RV0142  PID         -  RV0142
 RV0142  STATE/COUNTY-  MT/FERGUS
 RV0142  USGS QUAD   -  BECKET (1986)
 RV0142
 RV0142                         *CURRENT SURVEY CONTROL
 RV0142  ___________________________________________________________________
 RV0142* NAD 83(1986)-  46 59 18.     (N)    108 57 05.     (W)     SCALED    
 RV0142* NAVD 88     -      1160.211  (meters)    3806.46   (feet)  POSTED    
 RV0142  ___________________________________________________________________
 RV0142  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 RV0142  DYNAMIC HT  -        1160.080 (meters)    3806.03  (feet)  COMP
 RV0142  MODELED GRAV-     980,459.5   (mgal)                       NAVD 88
 RV0142
 RV0142  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RV0142
 RV0142.The horizontal coordinates were scaled from a topographic map and have
 RV0142.an estimated accuracy of +/- 6 seconds.
 RV0142
 RV0142.The orthometric height was determined by differential leveling
 RV0142.and adjusted by the National Geodetic Survey in 1992..
 RV0142.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RV0142.rate of 2.1 thru 3.0 mm/km.
 RV0142
 RV0142.The geoid height was determined by GEOID03.
 RV0142
 RV0142.The dynamic height is computed by dividing the NAVD 88
 RV0142.geopotential number by the normal gravity value computed on the
 RV0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0142.degrees latitude (g = 980.6199 gals.).
 RV0142
 RV0142.The modeled gravity was interpolated from observed gravity values.
 RV0142
 RV0142;                    North         East    Units  Estimated Accuracy
 RV0142;SPC MT       -   304,430.      641,710.      MT  (+/- 180 meters Scaled)
 RV0142
 RV0142                          SUPERSEDED SURVEY CONTROL
 RV0142
 RV0142  NGVD 29 (??/??/92) 1159.34   (m)         3803.6    (f) COMPUTED    2 0
 RV0142
 RV0142.Superseded values are not recommended for survey control.
 RV0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0142.See file dsdata.txt to determine how the superseded data were derived.
 RV0142
 RV0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT557059(NAD 83)
 RV0142_MARKER: DB = BENCH MARK DISK
 RV0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0142_STAMPING: C 133 1934
 RV0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0142+STABILITY: SURFACE MOTION
 RV0142
 RV0142  HISTORY     - Date     Condition        Report By
 RV0142  HISTORY     - 1934     MONUMENTED       CGS
 RV0142  HISTORY     - 1961     MARK NOT FOUND   NGS
 RV0142
 RV0142                          STATION DESCRIPTION
 RV0142
 RV0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0142'6.6 MI E FROM FOREST GROVE.
 RV0142'6.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0142'RAILROAD FROM THE STATION AT FOREST GROVE, FERGUS COUNTY, 375 FEET
 RV0142'SOUTHWEST OF MILEPOST 28, AT A ROAD CROSSING, 45 FEET NORTHWEST OF THE
 RV0142'CENTERLINE OF THE TRACK, AND 6 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 RV0142'FENCE.  A STANDARD DISK, STAMPED C 133 1934 AND SET IN THE TOP OF A
 RV0142'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0436 ***********************************************************************
 SR0436  DESIGNATION -  C 134
 SR0436  PID         -  SR0436
 SR0436  STATE/COUNTY-  MT/FERGUS
 SR0436  USGS QUAD   -  HILGER (1985)
 SR0436
 SR0436                         *CURRENT SURVEY CONTROL
 SR0436  ___________________________________________________________________
 SR0436* NAD 83(1986)-  47 20 25.     (N)    109 15 32.     (W)     SCALED    
 SR0436* NAVD 88     -      1116.036  (meters)    3661.53   (feet)  ADJUSTED  
 SR0436  ___________________________________________________________________
 SR0436  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 SR0436  DYNAMIC HT  -        1115.943 (meters)    3661.22  (feet)  COMP
 SR0436  MODELED GRAV-     980,490.8   (mgal)                       NAVD 88
 SR0436
 SR0436  VERT ORDER  -  SECOND    CLASS 0
 SR0436
 SR0436.The horizontal coordinates were scaled from a topographic map and have
 SR0436.an estimated accuracy of +/- 6 seconds.
 SR0436
 SR0436.The orthometric height was determined by differential leveling
 SR0436.and adjusted by the National Geodetic Survey in June 1991..
 SR0436.WARNING-Repeat measurements at this control monument indicate possible
 SR0436.vertical movement.
 SR0436
 SR0436.The geoid height was determined by GEOID03.
 SR0436
 SR0436.The dynamic height is computed by dividing the NAVD 88
 SR0436.geopotential number by the normal gravity value computed on the
 SR0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0436.degrees latitude (g = 980.6199 gals.).
 SR0436
 SR0436.The modeled gravity was interpolated from observed gravity values.
 SR0436
 SR0436;                    North         East    Units  Estimated Accuracy
 SR0436;SPC MT       -   343,410.      618,210.      MT  (+/- 180 meters Scaled)
 SR0436
 SR0436                          SUPERSEDED SURVEY CONTROL
 SR0436
 SR0436  NGVD 29 (??/??/92) 1115.186  (m)         3658.74   (f) ADJ UNCH    2 0
 SR0436
 SR0436.Superseded values are not recommended for survey control.
 SR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0436.See file dsdata.txt to determine how the superseded data were derived.
 SR0436
 SR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT315444(NAD 83)
 SR0436_MARKER: DB = BENCH MARK DISK
 SR0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0436_STAMPING: C 134 1934
 SR0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0436+STABILITY: SURFACE MOTION
 SR0436
 SR0436  HISTORY     - Date     Condition        Report By
 SR0436  HISTORY     - 1934     MONUMENTED       CGS
 SR0436  HISTORY     - 1961     GOOD             NGS
 SR0436  HISTORY     - 1979     GOOD             USGS
 SR0436
 SR0436                          STATION DESCRIPTION
 SR0436
 SR0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0436'3.9 MI W FROM ARMELLS.
 SR0436'ABOUT 3.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0436'PACIFIC RAILROAD FROM THE STATION SIGN AT ARMELLS, OR 4.45 MILES
 SR0436'NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SR0436'FROM THE STATION SIGN AT ROY JUNCTION, IN SECTION 11, T 18 N, R 19 E,
 SR0436'191 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOST 26, 39 1/2
 SR0436'FEET NORTHWEST OF THE NORTHWEST RAIL, 8 FEET SOUTHEAST OF A FENCE, 1.6
 SR0436'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 SR0436'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 SR0436
 SR0436                          STATION RECOVERY (1979)
 SR0436
 SR0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0436'ABOUT 3.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0436'PACIFIC RR GRADE FROM THE ARMELLS STOCKPENS, IN SECTION 12, T 18N, R
 SR0436'19E, 8 FEET SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE TRACK, 43 FEET
 SR0436'NORTHWEST OF THE CENTERLINE OF THE RR GRADE, AND SET IN THE TOP OF A
 SR0436'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0037 ***********************************************************************
 SR0037  DESIGNATION -  C 135
 SR0037  PID         -  SR0037
 SR0037  STATE/COUNTY-  MT/PHILLIPS
 SR0037  USGS QUAD   -  SAGEBRUSH RESERVOIR (1971)
 SR0037
 SR0037                         *CURRENT SURVEY CONTROL
 SR0037  ___________________________________________________________________
 SR0037* NAD 83(1986)-  47 43 47.     (N)    108 28 08.     (W)     SCALED    
 SR0037* NAVD 88     -       906.567  (meters)    2974.30   (feet)  ADJUSTED  
 SR0037  ___________________________________________________________________
 SR0037  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 SR0037  DYNAMIC HT  -         906.575 (meters)    2974.32  (feet)  COMP
 SR0037  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 SR0037
 SR0037  VERT ORDER  -  SECOND    CLASS 0
 SR0037
 SR0037.The horizontal coordinates were scaled from a topographic map and have
 SR0037.an estimated accuracy of +/- 6 seconds.
 SR0037
 SR0037.The orthometric height was determined by differential leveling
 SR0037.and adjusted by the National Geodetic Survey in June 1991..
 SR0037
 SR0037.The geoid height was determined by GEOID03.
 SR0037
 SR0037.The dynamic height is computed by dividing the NAVD 88
 SR0037.geopotential number by the normal gravity value computed on the
 SR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0037.degrees latitude (g = 980.6199 gals.).
 SR0037
 SR0037.The modeled gravity was interpolated from observed gravity values.
 SR0037
 SR0037;                    North         East    Units  Estimated Accuracy
 SR0037;SPC MT       -   387,170.      677,310.      MT  (+/- 180 meters Scaled)
 SR0037
 SR0037                          SUPERSEDED SURVEY CONTROL
 SR0037
 SR0037  NGVD 29 (??/??/92)  905.789  (m)         2971.74   (f) ADJ UNCH    2 0
 SR0037
 SR0037.Superseded values are not recommended for survey control.
 SR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0037.See file dsdata.txt to determine how the superseded data were derived.
 SR0037
 SR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT897893(NAD 83)
 SR0037_MARKER: DB = BENCH MARK DISK
 SR0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0037_STAMPING: C 135 1934
 SR0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0037+STABILITY: SURFACE MOTION
 SR0037
 SR0037  HISTORY     - Date     Condition        Report By
 SR0037  HISTORY     - 1934     MONUMENTED       CGS
 SR0037  HISTORY     - 1971     GOOD             USGS
 SR0037
 SR0037                          STATION DESCRIPTION
 SR0037
 SR0037'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SR0037'13.8 MI S FROM ZORTMAN.
 SR0037'13.8 MILES SOUTH ALONG OLD ROCKY POINT FERRY ROAD FROM ZORTMAN, BM IS
 SR0037'ABOUT 8 MILES EAST AND 4 1/2 MILES SOUTH OF THE JUNCTION OF US HWY.
 SR0037'191 AND MONTANA HWY. 376 (KNOWN AS D-Y JUNCTION).  T 23N, R 25E, NEAR
 SR0037'THE CENTER OF THE NE 1/4 OF SECTION 26.  0.8 MILES SE OF A GATE AND
 SR0037'THE INTERSECTION OF THREE FENCELINES, 1600 FT. WEST OF A FENCE CORNER,
 SR0037'AND 400 FT. SOUTH OF A ROAD, IN A CONCRETE POST, A STANDARD C AND GS
 SR0037'DISK STAMPED C 135 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0163 ***********************************************************************
 RW0163  DESIGNATION -  C 136
 RW0163  PID         -  RW0163
 RW0163  STATE/COUNTY-  MT/MEAGHER
 RW0163  USGS QUAD   -  WATSON (1966)
 RW0163
 RW0163                         *CURRENT SURVEY CONTROL
 RW0163  ___________________________________________________________________
 RW0163* NAD 83(1986)-  46 44 20.     (N)    111 20 26.     (W)     SCALED    
 RW0163* NAVD 88     -      1629.044  (meters)    5344.62   (feet)  ADJUSTED  
 RW0163  ___________________________________________________________________
 RW0163  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 RW0163  DYNAMIC HT  -        1628.640 (meters)    5343.30  (feet)  COMP
 RW0163  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 RW0163
 RW0163  VERT ORDER  -  SECOND    CLASS 0
 RW0163
 RW0163.The horizontal coordinates were scaled from a topographic map and have
 RW0163.an estimated accuracy of +/- 6 seconds.
 RW0163
 RW0163.The orthometric height was determined by differential leveling
 RW0163.and adjusted by the National Geodetic Survey in June 1991..
 RW0163
 RW0163.The geoid height was determined by GEOID03.
 RW0163
 RW0163.The dynamic height is computed by dividing the NAVD 88
 RW0163.geopotential number by the normal gravity value computed on the
 RW0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0163.degrees latitude (g = 980.6199 gals.).
 RW0163
 RW0163.The modeled gravity was interpolated from observed gravity values.
 RW0163
 RW0163;                    North         East    Units  Estimated Accuracy
 RW0163;SPC MT       -   278,220.      459,430.      MT  (+/- 180 meters Scaled)
 RW0163
 RW0163                          SUPERSEDED SURVEY CONTROL
 RW0163
 RW0163  NGVD 29 (??/??/92) 1627.984  (m)         5341.14   (f) ADJ UNCH    2 0
 RW0163
 RW0163.Superseded values are not recommended for survey control.
 RW0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0163.See file dsdata.txt to determine how the superseded data were derived.
 RW0163
 RW0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS739762(NAD 83)
 RW0163_MARKER: DB = BENCH MARK DISK
 RW0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0163_STAMPING: C 136 1934
 RW0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0163+STABILITY: SURFACE MOTION
 RW0163
 RW0163  HISTORY     - Date     Condition        Report By
 RW0163  HISTORY     - 1934     MONUMENTED       CGS
 RW0163  HISTORY     - 1966     MARK NOT FOUND   USGS
 RW0163
 RW0163                          STATION DESCRIPTION
 RW0163
 RW0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0163'10.3 MI NW FROM FORT LOGAN.
 RW0163'4.4 MILES WEST ALONG THE WATSON ROAD FROM FORT LOGAN, MEAGHER COUNTY,
 RW0163'THENCE 5.9 MILES NORTHWEST ALONG THE LINGSHIRE ROAD.  575 FEET
 RW0163'SOUTHWEST OF A CURVE IN THE ROAD, 36 FEET SOUTH OF THE CENTERLINE OF
 RW0163'THE ROAD, AND 6 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 RW0163'DISK, STAMPED C 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RW0163
 RW0163                          STATION RECOVERY (1966)
 RW0163
 RW0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RW0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0764 ***********************************************************************
 SS0764  DESIGNATION -  C 137
 SS0764  PID         -  SS0764
 SS0764  STATE/COUNTY-  MT/CASCADE
 SS0764  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0764
 SS0764                         *CURRENT SURVEY CONTROL
 SS0764  ___________________________________________________________________
 SS0764* NAD 83(1986)-  47 14 55.     (N)    111 25 06.     (W)     SCALED    
 SS0764* NAVD 88     -      1056.431  (meters)    3465.97   (feet)  ADJUSTED  
 SS0764  ___________________________________________________________________
 SS0764  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS0764  DYNAMIC HT  -        1056.318 (meters)    3465.60  (feet)  COMP
 SS0764  MODELED GRAV-     980,471.0   (mgal)                       NAVD 88
 SS0764
 SS0764  VERT ORDER  -  SECOND    CLASS 0
 SS0764
 SS0764.The horizontal coordinates were scaled from a topographic map and have
 SS0764.an estimated accuracy of +/- 6 seconds.
 SS0764
 SS0764.The orthometric height was determined by differential leveling
 SS0764.and adjusted by the National Geodetic Survey in June 1991..
 SS0764
 SS0764.The geoid height was determined by GEOID03.
 SS0764
 SS0764.The dynamic height is computed by dividing the NAVD 88
 SS0764.geopotential number by the normal gravity value computed on the
 SS0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0764.degrees latitude (g = 980.6199 gals.).
 SS0764
 SS0764.The modeled gravity was interpolated from observed gravity values.
 SS0764
 SS0764;                    North         East    Units  Estimated Accuracy
 SS0764;SPC MT       -   334,980.      454,880.      MT  (+/- 180 meters Scaled)
 SS0764
 SS0764                          SUPERSEDED SURVEY CONTROL
 SS0764
 SS0764  NGVD 29 (??/??/92) 1055.498  (m)         3462.91   (f) ADJ UNCH    2 0
 SS0764
 SS0764.Superseded values are not recommended for survey control.
 SS0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0764.See file dsdata.txt to determine how the superseded data were derived.
 SS0764
 SS0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT683328(NAD 83)
 SS0764_MARKER: DB = BENCH MARK DISK
 SS0764_SETTING: 80 = SET IN A BOULDER
 SS0764_SP_SET: BOULDER
 SS0764_STAMPING: C 134 1934
 SS0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0764+STABILITY: SURFACE MOTION
 SS0764
 SS0764  HISTORY     - Date     Condition        Report By
 SS0764  HISTORY     - 1934     MONUMENTED       CGS
 SS0764  HISTORY     - 1962     MARK NOT FOUND   NGS
 SS0764
 SS0764                          STATION DESCRIPTION
 SS0764
 SS0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0764'4.4 MI N FROM SPANISH COULEE SCHOOL.
 SS0764'4.4 MILES NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL, 18
 SS0764'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 23 FEET NORTHWEST OF THE
 SS0764'EXTENDED CENTERLINE OF A DRIVEWAY NORTHEAST TO A RANCH, 38 FEET WEST
 SS0764'OF AND ACROSS THE ROAD FROM A MAIL BOX, 112 FEET NORTHWEST OF THE
 SS0764'NORTHWEST END OF A BRIDGE OVER A SMALL CREEK, IN THE TOP OF A BOULDER
 SS0764'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, 18 FEET NORTHEAST OF A GATE
 SS0764'IN FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0604 ***********************************************************************
 PY0604  DESIGNATION -  C 138
 PY0604  PID         -  PY0604
 PY0604  STATE/COUNTY-  MT/BEAVERHEAD
 PY0604  USGS QUAD   -  WINSLOW CREEK (1988)
 PY0604
 PY0604                         *CURRENT SURVEY CONTROL
 PY0604  ___________________________________________________________________
 PY0604* NAD 83(1986)-  44 36 17.     (N)    111 56 40.     (W)     SCALED    
 PY0604* NAVD 88     -      2029.99   (+/-2cm)    6660.1    (feet)  VERTCON   
 PY0604  ___________________________________________________________________
 PY0604  GEOID HEIGHT-          -9.39  (meters)                     GEOID03
 PY0604
 PY0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 PY0604
 PY0604.The horizontal coordinates were scaled from a topographic map and have
 PY0604.an estimated accuracy of +/- 6 seconds.
 PY0604
 PY0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0604.The vertical order pertains to the NGVD 29 superseded value.
 PY0604
 PY0604.The geoid height was determined by GEOID03.
 PY0604
 PY0604;                    North         East    Units  Estimated Accuracy
 PY0604;SPC MT       -    42,460.      405,920.      MT  (+/- 180 meters Scaled)
 PY0604
 PY0604                          SUPERSEDED SURVEY CONTROL
 PY0604
 PY0604  NGVD 29 (??/??/92) 2028.644  (m)         6655.64   (f) ADJ UNCH    2 0
 PY0604
 PY0604.Superseded values are not recommended for survey control.
 PY0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0604.See file dsdata.txt to determine how the superseded data were derived.
 PY0604
 PY0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ250394(NAD 83)
 PY0604_MARKER: DB = BENCH MARK DISK
 PY0604_SETTING: 66 = SET IN ROCK OUTCROP
 PY0604_SP_SET: ROCK OUTCROP
 PY0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0604+STABILITY: POSITION/ELEVATION WELL
 PY0604
 PY0604  HISTORY     - Date     Condition        Report By
 PY0604  HISTORY     - UNK      MONUMENTED       CGS
 PY0604  HISTORY     - 1964     MARK NOT FOUND   NGS
 PY0604  HISTORY     - 19861014 MARK NOT FOUND   USPSQD
 PY0604
 PY0604                          STATION DESCRIPTION
 PY0604
 PY0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0604'7.4 MI W FROM LAKEVIEW.
 PY0604'7.4 MILES WEST ALONG THE ROAD LEADING TO MONIDA FROM LAKEVIEW,
 PY0604'BEAVERHEAD COUNTY, 0.4 MILE NORTHEAST OF THE JUNCTION WITH THE ROAD
 PY0604'LEADING TO VIRGINIA CITY BY WAY OF RUBY, AT A WHITE-PAINTED ROCK
 PY0604'PYRAMID, 31 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 12 FEET
 PY0604'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP.
 PY0604'NOTE-- ACCORDING TO A LOCAL RANCHER, THIS MARK HAS BEEN COVERED OVER
 PY0604'BY EARTH AND ROCK FROM THE TIME THAT THE ROAD WAS WIDENED. IT IS
 PY0604'BELIEVED TO HAVE BEEN DESTROYED.
 PY0604
 PY0604                          STATION RECOVERY (1986)
 PY0604
 PY0604'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDG)
 PY0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0326 ***********************************************************************
 QX0326  DESIGNATION -  C 139
 QX0326  PID         -  QX0326
 QX0326  STATE/COUNTY-  MT/MADISON
 QX0326  USGS QUAD   -  BUCKS NEST (1988)
 QX0326
 QX0326                         *CURRENT SURVEY CONTROL
 QX0326  ___________________________________________________________________
 QX0326* NAD 83(1986)-  45 03 56.     (N)    111 38 43.     (W)     SCALED    
 QX0326* NAVD 88     -      1733.228  (meters)    5686.43   (feet)  ADJUSTED  
 QX0326  ___________________________________________________________________
 QX0326  GEOID HEIGHT-          -9.55  (meters)                     GEOID03
 QX0326  DYNAMIC HT  -        1732.385 (meters)    5683.67  (feet)  COMP
 QX0326  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 QX0326
 QX0326  VERT ORDER  -  FIRST     CLASS II
 QX0326
 QX0326.The horizontal coordinates were scaled from a topographic map and have
 QX0326.an estimated accuracy of +/- 6 seconds.
 QX0326
 QX0326.The orthometric height was determined by differential leveling
 QX0326.and adjusted by the National Geodetic Survey in June 1991..
 QX0326
 QX0326.The geoid height was determined by GEOID03.
 QX0326
 QX0326.The dynamic height is computed by dividing the NAVD 88
 QX0326.geopotential number by the normal gravity value computed on the
 QX0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0326.degrees latitude (g = 980.6199 gals.).
 QX0326
 QX0326.The modeled gravity was interpolated from observed gravity values.
 QX0326
 QX0326;                    North         East    Units  Estimated Accuracy
 QX0326;SPC MT       -    92,960.      431,070.      MT  (+/- 180 meters Scaled)
 QX0326
 QX0326                          SUPERSEDED SURVEY CONTROL
 QX0326
 QX0326  NGVD 29 (08/20/92) 1732.008  (m)         5682.43   (f) ADJUSTED    1 2
 QX0326
 QX0326.Superseded values are not recommended for survey control.
 QX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0326.See file dsdata.txt to determine how the superseded data were derived.
 QX0326
 QX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ492904(NAD 83)
 QX0326_MARKER: DB = BENCH MARK DISK
 QX0326_SETTING: 80 = SET IN A BOULDER
 QX0326_SP_SET: BOULDER
 QX0326_STAMPING: C 139 1934
 QX0326_MARK LOGO: CGS   
 QX0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0326+STABILITY: SURFACE MOTION
 QX0326
 QX0326  HISTORY     - Date     Condition        Report By
 QX0326  HISTORY     - 1934     MONUMENTED       CGS
 QX0326  HISTORY     - 1959     GOOD             NGS
 QX0326  HISTORY     - 1987     GOOD             NGS
 QX0326
 QX0326                          STATION DESCRIPTION
 QX0326
 QX0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QX0326'10.0 MI S FROM CAMERON.
 QX0326'10.0 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND
 QX0326'STORE AT CAMERON, IN SECTION 7, T 9 S, R 1 E, 181 FEET EAST OF THE
 QX0326'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST END OF A 2 X 3-FOOT
 QX0326'FLAT ROCK WHICH PROJECTS 1 INCH, 202 FEET NORTH OF A T FENCE, 131 FEET
 QX0326'EAST OF THE EAST RIGHT OF WAY FENCE, 52 FEET WEST OF A ROW OF
 QX0326'TELEPHONE POLES, 2 FEET SOUTHEAST OF A SMALL CAIRN, AND ABOUT LEVEL
 QX0326'WITH THE HIGHWAY.
 QX0326
 QX0326                          STATION RECOVERY (1987)
 QX0326
 QX0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0677 ***********************************************************************
 RX0677  DESIGNATION -  C 14 RESET
 RX0677  PID         -  RX0677
 RX0677  STATE/COUNTY-  MT/MISSOULA
 RX0677  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0677
 RX0677                         *CURRENT SURVEY CONTROL
 RX0677  ___________________________________________________________________
 RX0677* NAD 83(1986)-  46 52 22.     (N)    113 59 11.     (W)     SCALED    
 RX0677* NAVD 88     -       981.798  (meters)    3221.12   (feet)  ADJUSTED  
 RX0677  ___________________________________________________________________
 RX0677  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 RX0677  DYNAMIC HT  -         981.655 (meters)    3220.65  (feet)  COMP
 RX0677  MODELED GRAV-     980,435.2   (mgal)                       NAVD 88
 RX0677
 RX0677  VERT ORDER  -  FIRST     CLASS II
 RX0677
 RX0677.The horizontal coordinates were scaled from a topographic map and have
 RX0677.an estimated accuracy of +/- 6 seconds.
 RX0677
 RX0677.The orthometric height was determined by differential leveling
 RX0677.and adjusted by the National Geodetic Survey in June 1991..
 RX0677.WARNING-Repeat measurements at this control monument indicate possible
 RX0677.vertical movement.
 RX0677
 RX0677.The geoid height was determined by GEOID03.
 RX0677
 RX0677.The dynamic height is computed by dividing the NAVD 88
 RX0677.geopotential number by the normal gravity value computed on the
 RX0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0677.degrees latitude (g = 980.6199 gals.).
 RX0677
 RX0677.The modeled gravity was interpolated from observed gravity values.
 RX0677
 RX0677;                    North         East    Units  Estimated Accuracy
 RX0677;SPC MT       -   301,230.      258,370.      MT  (+/- 180 meters Scaled)
 RX0677
 RX0677                          SUPERSEDED SURVEY CONTROL
 RX0677
 RX0677  NGVD 29 (??/??/92)  980.763  (m)         3217.72   (f) ADJ UNCH    1 2
 RX0677
 RX0677.Superseded values are not recommended for survey control.
 RX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0677.See file dsdata.txt to determine how the superseded data were derived.
 RX0677
 RX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS724953(NAD 83)
 RX0677_MARKER: DB = BENCH MARK DISK
 RX0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0677_SP_SET: MILEPOST
 RX0677_STAMPING: C 14
 RX0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0677
 RX0677  HISTORY     - Date     Condition        Report By
 RX0677  HISTORY     - 1928     MONUMENTED       NPRR
 RX0677  HISTORY     - 1934     GOOD             NGS
 RX0677  HISTORY     - 1979     GOOD             NGS
 RX0677
 RX0677                          STATION DESCRIPTION
 RX0677
 RX0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0677'IN MISSOULA.
 RX0677'AT MISSOULA, MISSOULA COUNTY, 0.3 MILE SOUTHEAST ALONG THE NORTHERN
 RX0677'PACIFIC RAILWAY FROM THE STATION, 8 RAILS NORTHWEST OF A ROAD
 RX0677'CROSSING, 45.3 FEET NORTHEAST OF A FENCE POST AT THE NORTH CORNER OF A
 RX0677'SERVICE STATION LAWN, 18.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 RX0677'SOUTHWEST TRACK, IN THE SOUTHWEST FACE OF CONCRETE MILEPOST 119, AND
 RX0677'AT GROUND LEVEL.  A STANDARD DISK, STAMPED C 14 AND SET VERTICALLY.
 RX0677
 RX0677                          STATION RECOVERY (1979)
 RX0677
 RX0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0677'NEW MEASUREMENTS--330 FEET NORTHWEST OF THE CENTERLINE OF NORTH
 RX0677'SECOND STREET, 51.5 FEET NORTHEAST OF THE NORTH CORNER OF THE
 RX0677'DARIGOLD DAIRY BUILDING, 45 FEET SOUTHWEST OF RAILROAD SIGNAL NO.
 RX0677'716.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0316 ***********************************************************************
 SS0316  DESIGNATION -  C 140
 SS0316  PID         -  SS0316
 SS0316  STATE/COUNTY-  MT/CASCADE
 SS0316  USGS QUAD   -  MONARCH (1995)
 SS0316
 SS0316                         *CURRENT SURVEY CONTROL
 SS0316  ___________________________________________________________________
 SS0316* NAD 83(1986)-  47 04 25.     (N)    110 49 13.     (W)     SCALED    
 SS0316* NAVD 88     -      1427.188  (meters)    4682.37   (feet)  ADJUSTED  
 SS0316  ___________________________________________________________________
 SS0316  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 SS0316  DYNAMIC HT  -        1426.922 (meters)    4681.49  (feet)  COMP
 SS0316  MODELED GRAV-     980,376.4   (mgal)                       NAVD 88
 SS0316
 SS0316  VERT ORDER  -  SECOND    CLASS 0
 SS0316
 SS0316.The horizontal coordinates were scaled from a topographic map and have
 SS0316.an estimated accuracy of +/- 6 seconds.
 SS0316
 SS0316.The orthometric height was determined by differential leveling
 SS0316.and adjusted by the National Geodetic Survey in June 1991..
 SS0316
 SS0316.The geoid height was determined by GEOID03.
 SS0316
 SS0316.The dynamic height is computed by dividing the NAVD 88
 SS0316.geopotential number by the normal gravity value computed on the
 SS0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0316.degrees latitude (g = 980.6199 gals.).
 SS0316
 SS0316.The modeled gravity was interpolated from observed gravity values.
 SS0316
 SS0316;                    North         East    Units  Estimated Accuracy
 SS0316;SPC MT       -   314,600.      499,790.      MT  (+/- 180 meters Scaled)
 SS0316
 SS0316                          SUPERSEDED SURVEY CONTROL
 SS0316
 SS0316  NGVD 29 (??/??/92) 1426.187  (m)         4679.08   (f) ADJ UNCH    2 0
 SS0316
 SS0316.Superseded values are not recommended for survey control.
 SS0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0316.See file dsdata.txt to determine how the superseded data were derived.
 SS0316
 SS0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT136133(NAD 83)
 SS0316_MARKER: DB = BENCH MARK DISK
 SS0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0316_STAMPING: C 140 1934
 SS0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0316+STABILITY: SURFACE MOTION
 SS0316
 SS0316  HISTORY     - Date     Condition        Report By
 SS0316  HISTORY     - 1934     MONUMENTED       CGS
 SS0316  HISTORY     - 1961     GOOD             NGS
 SS0316
 SS0316                          STATION DESCRIPTION
 SS0316
 SS0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0316'1.9 MI SE FROM MONARCH.
 SS0316'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0316'SCHOOL AT MONARCH, IN SECTION 10, T 15 N, R 7 E, 0.1 MILE SOUTHEAST OF
 SS0316'A HOUSE, 0.15 MILE NORTHWEST OF A HOUSE, 92 FEET SOUTHWEST OF THE
 SS0316'CENTER LINE OF THE HIGHWAY, 55 FEET EAST OF A POWER POLE, 42 1/2 FEET
 SS0316'SOUTHWEST OF A FENCE, 48 FEET NORTH OF A POWER POLE, 43 FEET SOUTHWEST
 SS0316'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 SS0316'TOP OF A CONCRETE POST PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0069 ***********************************************************************
 QY0069  DESIGNATION -  C 143
 QY0069  PID         -  QY0069
 QY0069  STATE/COUNTY-  MT/MADISON
 QY0069  USGS QUAD   -  WATERLOO (1996)
 QY0069
 QY0069                         *CURRENT SURVEY CONTROL
 QY0069  ___________________________________________________________________
 QY0069* NAD 83(1986)-  45 44 28.     (N)    112 10 36.     (W)     SCALED    
 QY0069* NAVD 88     -      1353.796  (meters)    4441.58   (feet)  ADJUSTED  
 QY0069  ___________________________________________________________________
 QY0069  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 QY0069  DYNAMIC HT  -        1353.326 (meters)    4440.04  (feet)  COMP
 QY0069  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 QY0069
 QY0069  VERT ORDER  -  SECOND    CLASS 0
 QY0069
 QY0069.The horizontal coordinates were scaled from a topographic map and have
 QY0069.an estimated accuracy of +/- 6 seconds.
 QY0069
 QY0069.The orthometric height was determined by differential leveling
 QY0069.and adjusted by the National Geodetic Survey in June 1991..
 QY0069
 QY0069.The geoid height was determined by GEOID03.
 QY0069
 QY0069.The dynamic height is computed by dividing the NAVD 88
 QY0069.geopotential number by the normal gravity value computed on the
 QY0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0069.degrees latitude (g = 980.6199 gals.).
 QY0069
 QY0069.The modeled gravity was interpolated from observed gravity values.
 QY0069
 QY0069;                    North         East    Units  Estimated Accuracy
 QY0069;SPC MT       -   169,270.      391,810.      MT  (+/- 180 meters Scaled)
 QY0069
 QY0069                          SUPERSEDED SURVEY CONTROL
 QY0069
 QY0069  NGVD 29 (??/??/92) 1352.665  (m)         4437.87   (f) ADJ UNCH    2 0
 QY0069
 QY0069.Superseded values are not recommended for survey control.
 QY0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0069.See file dsdata.txt to determine how the superseded data were derived.
 QY0069
 QY0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR084659(NAD 83)
 QY0069_MARKER: DB = BENCH MARK DISK
 QY0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0069_STAMPING: C 143 1934
 QY0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0069+STABILITY: SURFACE MOTION
 QY0069
 QY0069  HISTORY     - Date     Condition        Report By
 QY0069  HISTORY     - 1934     MONUMENTED       CGS
 QY0069
 QY0069                          STATION DESCRIPTION
 QY0069
 QY0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0069'1.5 MI N FROM WATERLOO.
 QY0069'1.5 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WATERLOO, 120
 QY0069'FEET EAST OF THE TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 162
 QY0069'FEET DIRECTLY EAST OF MILEPOST 10.  A STANDARD DISK, STAMPED C 143
 QY0069'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0352 ***********************************************************************
 PY0352  DESIGNATION -  C 144
 PY0352  PID         -  PY0352
 PY0352  STATE/COUNTY-  MT/GALLATIN
 PY0352  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0352
 PY0352                         *CURRENT SURVEY CONTROL
 PY0352  ___________________________________________________________________
 PY0352* NAD 83(1986)-  44 39 22.     (N)    111 04 52.     (W)     SCALED    
 PY0352* NAVD 88     -      2037.516  (meters)    6684.75   (feet)  ADJUSTED  
 PY0352  ___________________________________________________________________
 PY0352  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0352  DYNAMIC HT  -        2036.359 (meters)    6680.95  (feet)  COMP
 PY0352  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 PY0352
 PY0352  VERT ORDER  -  FIRST     CLASS II
 PY0352
 PY0352.The horizontal coordinates were scaled from a topographic map and have
 PY0352.an estimated accuracy of +/- 6 seconds.
 PY0352
 PY0352.The orthometric height was determined by differential leveling
 PY0352.and adjusted by the National Geodetic Survey in June 1991..
 PY0352
 PY0352.The geoid height was determined by GEOID03.
 PY0352
 PY0352.The dynamic height is computed by dividing the NAVD 88
 PY0352.geopotential number by the normal gravity value computed on the
 PY0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0352.degrees latitude (g = 980.6199 gals.).
 PY0352
 PY0352.The modeled gravity was interpolated from observed gravity values.
 PY0352
 PY0352;                    North         East    Units  Estimated Accuracy
 PY0352;SPC MT       -    46,410.      474,570.      MT  (+/- 180 meters Scaled)
 PY0352
 PY0352                          SUPERSEDED SURVEY CONTROL
 PY0352
 PY0352  NGVD 29 (08/20/92) 2036.265  (m)         6680.65   (f) ADJUSTED    1 2
 PY0352
 PY0352.Superseded values are not recommended for survey control.
 PY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0352.See file dsdata.txt to determine how the superseded data were derived.
 PY0352
 PY0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ935447(NAD 83)
 PY0352_MARKER: DB = BENCH MARK DISK
 PY0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0352_SP_SET: CONCRETE POST
 PY0352_STAMPING: C 144 1959
 PY0352_MARK LOGO: CGS   
 PY0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0352+STABILITY: SURFACE MOTION
 PY0352
 PY0352  HISTORY     - Date     Condition        Report By
 PY0352  HISTORY     - 1959     MONUMENTED       CGS
 PY0352  HISTORY     - 1960     GOOD             NGS
 PY0352  HISTORY     - 1983     GOOD             NGS
 PY0352  HISTORY     - 1987     GOOD             NGS
 PY0352
 PY0352                          STATION DESCRIPTION
 PY0352
 PY0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0352'1.0 MI E FROM WEST YELLOWSTONE.
 PY0352'ABOUT 1.0 MILE EAST ALONG THE WEST ENTRANCE ROAD TO THE YELLOWSTONE
 PY0352'NATIONAL PARK FROM THE UNION PACIFIC RAILROAD STATION AT WEST
 PY0352'YELLOWSTONE, IN YELLOWSTONE NATIONAL PARK, 58 FEET NORTH OF THE CENTER
 PY0352'LINE OF THE ROAD, 126 FEET EAST OF THE CENTER LINE OF A T ROAD LEADING
 PY0352'NORTH, ABOUT 0.55 MILE EAST OF THE TOLL GATE, 1.7 FEET EAST OF A METAL
 PY0352'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 PY0352
 PY0352                          STATION RECOVERY (1960)
 PY0352
 PY0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 PY0352'RECOVERED IN GOOD CONDITION.
 PY0352
 PY0352                          STATION RECOVERY (1983)
 PY0352
 PY0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0352'RECOVERED IN GOOD CONDITION.
 PY0352
 PY0352                          STATION RECOVERY (1987)
 PY0352
 PY0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0445 ***********************************************************************
 QX0445  DESIGNATION -  C 145
 QX0445  PID         -  QX0445
 QX0445  STATE/COUNTY-  MT/MADISON
 QX0445  USGS QUAD   -  SAPPINGTON (1987)
 QX0445
 QX0445                         *CURRENT SURVEY CONTROL
 QX0445  ___________________________________________________________________
 QX0445* NAD 83(1986)-  45 45 05.     (N)    111 49 24.     (W)     SCALED    
 QX0445* NAVD 88     -      1394.397  (meters)    4574.78   (feet)  ADJUSTED  
 QX0445  ___________________________________________________________________
 QX0445  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 QX0445  DYNAMIC HT  -        1393.968 (meters)    4573.38  (feet)  COMP
 QX0445  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 QX0445
 QX0445  VERT ORDER  -  FIRST     CLASS II
 QX0445
 QX0445.The horizontal coordinates were scaled from a topographic map and have
 QX0445.an estimated accuracy of +/- 6 seconds.
 QX0445
 QX0445.The orthometric height was determined by differential leveling
 QX0445.and adjusted by the National Geodetic Survey in June 1991..
 QX0445
 QX0445.The geoid height was determined by GEOID03.
 QX0445
 QX0445.The dynamic height is computed by dividing the NAVD 88
 QX0445.geopotential number by the normal gravity value computed on the
 QX0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0445.degrees latitude (g = 980.6199 gals.).
 QX0445
 QX0445.The modeled gravity was interpolated from observed gravity values.
 QX0445
 QX0445;                    North         East    Units  Estimated Accuracy
 QX0445;SPC MT       -   169,540.      419,320.      MT  (+/- 180 meters Scaled)
 QX0445
 QX0445                          SUPERSEDED SURVEY CONTROL
 QX0445
 QX0445  NGVD 29 (??/??/92) 1393.320  (m)         4571.25   (f) ADJ UNCH    1 2
 QX0445
 QX0445.Superseded values are not recommended for survey control.
 QX0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0445.See file dsdata.txt to determine how the superseded data were derived.
 QX0445
 QX0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR359667(NAD 83)
 QX0445_MARKER: DB = BENCH MARK DISK
 QX0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0445_SP_SET: CULVERT
 QX0445_STAMPING: C 145 1959
 QX0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0445
 QX0445  HISTORY     - Date     Condition        Report By
 QX0445  HISTORY     - 1959     MONUMENTED       CGS
 QX0445
 QX0445                          STATION DESCRIPTION
 QX0445
 QX0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0445'5.1 MI S FROM SAPPINGTON.
 QX0445'ABOUT 5.1 MILES SOUTH ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0445'RAILROAD FROM THE STATION AT SAPPINGTON, OR ABOUT 0.3 MILES NORTHEAST
 QX0445'ALONG A BRANCH LINE OF THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 QX0445'AT HARRISON, THENCE ABOUT 4.6 MILES NORTH ALONG A BRANCH LINE OF THE
 QX0445'NORTHERN PACIFIC RAILROAD, IN SECTION 14, T 1 S, R 2 W, 12 FEET EAST
 QX0445'OF MILEPOST 5, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD
 QX0445'WALL OF A CULVERT, 9 1/2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 1/2
 QX0445'FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0356 ***********************************************************************
 QX0356  DESIGNATION -  C 146
 QX0356  PID         -  QX0356
 QX0356  STATE/COUNTY-  MT/MADISON
 QX0356  USGS QUAD   -  ENNIS LAKE (1988)
 QX0356
 QX0356                         *CURRENT SURVEY CONTROL
 QX0356  ___________________________________________________________________
 QX0356* NAD 83(1986)-  45 25 22.     (N)    111 43 52.     (W)     SCALED    
 QX0356* NAVD 88     -      1499.414  (meters)    4919.33   (feet)  ADJUSTED  
 QX0356  ___________________________________________________________________
 QX0356  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 QX0356  DYNAMIC HT  -        1498.826 (meters)    4917.40  (feet)  COMP
 QX0356  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 QX0356
 QX0356  VERT ORDER  -  FIRST     CLASS II
 QX0356
 QX0356.The horizontal coordinates were scaled from a topographic map and have
 QX0356.an estimated accuracy of +/- 6 seconds.
 QX0356
 QX0356.The orthometric height was determined by differential leveling
 QX0356.and adjusted by the National Geodetic Survey in June 1991..
 QX0356
 QX0356.The geoid height was determined by GEOID03.
 QX0356
 QX0356.The dynamic height is computed by dividing the NAVD 88
 QX0356.geopotential number by the normal gravity value computed on the
 QX0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0356.degrees latitude (g = 980.6199 gals.).
 QX0356
 QX0356.The modeled gravity was interpolated from observed gravity values.
 QX0356
 QX0356;                    North         East    Units  Estimated Accuracy
 QX0356;SPC MT       -   132,830.      425,450.      MT  (+/- 180 meters Scaled)
 QX0356
 QX0356                          SUPERSEDED SURVEY CONTROL
 QX0356
 QX0356  NGVD 29 (08/20/92) 1498.267  (m)         4915.56   (f) ADJUSTED    1 2
 QX0356
 QX0356.Superseded values are not recommended for survey control.
 QX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0356.See file dsdata.txt to determine how the superseded data were derived.
 QX0356
 QX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR428301(NAD 83)
 QX0356_MARKER: DB = BENCH MARK DISK
 QX0356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0356_SP_SET: HEADWALL
 QX0356_STAMPING: C 146 1959
 QX0356_MARK LOGO: CGS   
 QX0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0356+STABILITY: SURFACE MOTION
 QX0356
 QX0356  HISTORY     - Date     Condition        Report By
 QX0356  HISTORY     - 1959     MONUMENTED       CGS
 QX0356  HISTORY     - 1987     GOOD             NGS
 QX0356
 QX0356                          STATION DESCRIPTION
 QX0356
 QX0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0356'5.1 MI N FROM ENNIS.
 QX0356'5.1 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE HIGHSCHOOL AT ENNIS,
 QX0356'IN THE SOUTH SIDE OF SECTION 4, T 5 S, R 1 W, 15 FEET EAST OF THE
 QX0356'CENTER LINE OF THE HIGHWAY, IN THE TOP AND CENTER OF THE EAST CONCRETE
 QX0356'HEAD WALL OF A BOX CULVERT, 145 FEET NORTH OF THE CENTER OF A ROAD
 QX0356'INTERSECTION, AND ABOUT 8 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 QX0356
 QX0356                          STATION RECOVERY (1987)
 QX0356
 QX0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0094 ***********************************************************************
 RU0094  DESIGNATION -  C 147
 RU0094  PID         -  RU0094
 RU0094  STATE/COUNTY-  MT/ROSEBUD
 RU0094  USGS QUAD   -  NICHOLS (1984)
 RU0094
 RU0094                         *CURRENT SURVEY CONTROL
 RU0094  ___________________________________________________________________
 RU0094* NAD 83(1986)-  46 15 47.     (N)    106 46 35.     (W)     SCALED    
 RU0094* NAVD 88     -       775.431  (meters)    2544.06   (feet)  ADJUSTED  
 RU0094  ___________________________________________________________________
 RU0094  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 RU0094  DYNAMIC HT  -         775.354 (meters)    2543.81  (feet)  COMP
 RU0094  MODELED GRAV-     980,489.2   (mgal)                       NAVD 88
 RU0094
 RU0094  VERT ORDER  -  FIRST     CLASS II
 RU0094
 RU0094.The horizontal coordinates were scaled from a topographic map and have
 RU0094.an estimated accuracy of +/- 6 seconds.
 RU0094
 RU0094.The orthometric height was determined by differential leveling
 RU0094.and adjusted by the National Geodetic Survey in June 1991..
 RU0094
 RU0094.The geoid height was determined by GEOID03.
 RU0094
 RU0094.The dynamic height is computed by dividing the NAVD 88
 RU0094.geopotential number by the normal gravity value computed on the
 RU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0094.degrees latitude (g = 980.6199 gals.).
 RU0094
 RU0094.The modeled gravity was interpolated from observed gravity values.
 RU0094
 RU0094;                    North         East    Units  Estimated Accuracy
 RU0094;SPC MT       -   227,350.      809,830.      MT  (+/- 180 meters Scaled)
 RU0094
 RU0094                          SUPERSEDED SURVEY CONTROL
 RU0094
 RU0094  NGVD 29 (??/??/92)  774.802  (m)         2542.00   (f) ADJ UNCH    1 2
 RU0094
 RU0094.Superseded values are not recommended for survey control.
 RU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0094.See file dsdata.txt to determine how the superseded data were derived.
 RU0094
 RU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM631248(NAD 83)
 RU0094_MARKER: DB = BENCH MARK DISK
 RU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0094_STAMPING: C 147 1960
 RU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0094+STABILITY: SURFACE MOTION
 RU0094
 RU0094  HISTORY     - Date     Condition        Report By
 RU0094  HISTORY     - 1960     MONUMENTED       CGS
 RU0094
 RU0094                          STATION DESCRIPTION
 RU0094
 RU0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0094'4.9 MI W FROM FORSYTH.
 RU0094'ABOUT 4.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0094'STATION AT FORSYTH, 0.3 MILE EAST OF MILEPOST 129, IN SECTION 19, R 40
 RU0094'E, T 6 N, 53 1/2 FEET NORTH OF THE NORTH RAIL, 62 FEET NORTHWEST OF
 RU0094'THE CENTER OF A ROAD CROSSING, 30 FEET WEST OF THE CENTER OF A IRON
 RU0094'GATE, 146 FEET NORTHEAST OF A STATION ONE MILE SIGN, 2 FEET SOUTH OF A
 RU0094'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 RU0094'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0114 ***********************************************************************
 RU0114  DESIGNATION -  C 148
 RU0114  PID         -  RU0114
 RU0114  STATE/COUNTY-  MT/ROSEBUD
 RU0114  USGS QUAD   -  ORINOCO (1984)
 RU0114
 RU0114                         *CURRENT SURVEY CONTROL
 RU0114  ___________________________________________________________________
 RU0114* NAD 83(1986)-  46 17 40.     (N)    106 32 55.     (W)     SCALED    
 RU0114* NAVD 88     -       763.099  (meters)    2503.60   (feet)  ADJUSTED  
 RU0114  ___________________________________________________________________
 RU0114  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 RU0114  DYNAMIC HT  -         763.029 (meters)    2503.37  (feet)  COMP
 RU0114  MODELED GRAV-     980,496.9   (mgal)                       NAVD 88
 RU0114
 RU0114  VERT ORDER  -  FIRST     CLASS II
 RU0114
 RU0114.The horizontal coordinates were scaled from a topographic map and have
 RU0114.an estimated accuracy of +/- 6 seconds.
 RU0114
 RU0114.The orthometric height was determined by differential leveling
 RU0114.and adjusted by the National Geodetic Survey in June 1991..
 RU0114
 RU0114.The geoid height was determined by GEOID03.
 RU0114
 RU0114.The dynamic height is computed by dividing the NAVD 88
 RU0114.geopotential number by the normal gravity value computed on the
 RU0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0114.degrees latitude (g = 980.6199 gals.).
 RU0114
 RU0114.The modeled gravity was interpolated from observed gravity values.
 RU0114
 RU0114;                    North         East    Units  Estimated Accuracy
 RU0114;SPC MT       -   231,470.      827,230.      MT  (+/- 180 meters Scaled)
 RU0114
 RU0114                          SUPERSEDED SURVEY CONTROL
 RU0114
 RU0114  NGVD 29 (??/??/92)  762.479  (m)         2501.57   (f) ADJ UNCH    1 2
 RU0114
 RU0114.Superseded values are not recommended for survey control.
 RU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0114.See file dsdata.txt to determine how the superseded data were derived.
 RU0114
 RU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM807279(NAD 83)
 RU0114_MARKER: DB = BENCH MARK DISK
 RU0114_SETTING: 66 = SET IN ROCK OUTCROP
 RU0114_SP_SET: ROCK OUTCROP
 RU0114_STAMPING: C 148 1960
 RU0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0114+STABILITY: POSITION/ELEVATION WELL
 RU0114
 RU0114  HISTORY     - Date     Condition        Report By
 RU0114  HISTORY     - 1960     MONUMENTED       CGS
 RU0114
 RU0114                          STATION DESCRIPTION
 RU0114
 RU0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0114'5.65 MI SW FROM ROSEBUD.
 RU0114'ABOUT 5.65 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0114'STATION AT ROSEBUD, ALSO 6.8 MILES NORTHEAST ALONG THE NORTHERN
 RU0114'PACIFIC RAILWAY FROM THE STATION AT FORSYTH, 38 FEET SOUTH OF THE 2ND
 RU0114'TELEPHONE POLE EAST OF MILEPOST 117, IN SECTION 12, R 41 E, T 6 N, SET
 RU0114'IN THE TOP OF A SANDSTONE OUTCROP AT THE FOOT OF A BLUFF, 56 FEET
 RU0114'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 20 FEET SOUTH OF A FENCE,
 RU0114'AND ABOUT 4 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0073 ***********************************************************************
 RU0073  DESIGNATION -  C 149
 RU0073  PID         -  RU0073
 RU0073  STATE/COUNTY-  MT/CUSTER
 RU0073  USGS QUAD   -  HORTON (1980)
 RU0073
 RU0073                         *CURRENT SURVEY CONTROL
 RU0073  ___________________________________________________________________
 RU0073* NAD 83(1986)-  46 20 22.     (N)    106 04 07.     (W)     SCALED    
 RU0073* NAVD 88     -       732.567  (meters)    2403.43   (feet)  ADJUSTED  
 RU0073  ___________________________________________________________________
 RU0073  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 RU0073  DYNAMIC HT  -         732.501 (meters)    2403.21  (feet)  COMP
 RU0073  MODELED GRAV-     980,500.0   (mgal)                       NAVD 88
 RU0073
 RU0073  VERT ORDER  -  FIRST     CLASS II
 RU0073
 RU0073.The horizontal coordinates were scaled from a topographic map and have
 RU0073.an estimated accuracy of +/- 6 seconds.
 RU0073
 RU0073.The orthometric height was determined by differential leveling
 RU0073.and adjusted by the National Geodetic Survey in June 1991..
 RU0073
 RU0073.The geoid height was determined by GEOID03.
 RU0073
 RU0073.The dynamic height is computed by dividing the NAVD 88
 RU0073.geopotential number by the normal gravity value computed on the
 RU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0073.degrees latitude (g = 980.6199 gals.).
 RU0073
 RU0073.The modeled gravity was interpolated from observed gravity values.
 RU0073
 RU0073;                    North         East    Units  Estimated Accuracy
 RU0073;SPC MT       -   237,970.      863,950.      MT  (+/- 180 meters Scaled)
 RU0073
 RU0073                          SUPERSEDED SURVEY CONTROL
 RU0073
 RU0073  NGVD 29 (??/??/92)  731.966  (m)         2401.46   (f) ADJ UNCH    1 2
 RU0073
 RU0073.Superseded values are not recommended for survey control.
 RU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0073.See file dsdata.txt to determine how the superseded data were derived.
 RU0073
 RU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM177323(NAD 83)
 RU0073_MARKER: DB = BENCH MARK DISK
 RU0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0073_STAMPING: C 149 1960
 RU0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0073+STABILITY: SURFACE MOTION
 RU0073
 RU0073  HISTORY     - Date     Condition        Report By
 RU0073  HISTORY     - 1960     MONUMENTED       CGS
 RU0073
 RU0073                          STATION DESCRIPTION
 RU0073
 RU0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0073'12.35 MI SW FROM MILES CITY.
 RU0073'ABOUT 12.35 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RU0073'THE STATION AT MILES CITY, 0.5 MILE SOUTHWEST OF THE SECTION HOUSE AT
 RU0073'HORTON, 4 POLES OR 0.1 MILE NORTHEAST OF MILEPOST 91, IN SECTION 26, T
 RU0073'7 N, R 45 E, 74 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 RU0073'TRACK, 58 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, 2
 RU0073'FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 RU0073'ABOUT 4 FEET BELOW THE RAILS, AND IN THE TOP OF A CONCRETE POST
 RU0073'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0335 ***********************************************************************
 RT0335  DESIGNATION -  C 150
 RT0335  PID         -  RT0335
 RT0335  STATE/COUNTY-  MT/CUSTER
 RT0335  USGS QUAD   -  KINSEY (1980)
 RT0335
 RT0335                         *CURRENT SURVEY CONTROL
 RT0335  ___________________________________________________________________
 RT0335* NAD 83(1986)-  46 33 02.     (N)    105 39 34.     (W)     SCALED    
 RT0335* NAVD 88     -       699.925  (meters)    2296.34   (feet)  POSTED    
 RT0335  ___________________________________________________________________
 RT0335  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RT0335  DYNAMIC HT  -         699.890 (meters)    2296.22  (feet)  COMP
 RT0335  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 RT0335
 RT0335  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RT0335
 RT0335.The horizontal coordinates were scaled from a topographic map and have
 RT0335.an estimated accuracy of +/- 6 seconds.
 RT0335
 RT0335.The orthometric height was determined by differential leveling
 RT0335.and adjusted by the National Geodetic Survey in 1992..
 RT0335.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RT0335.rate of 1.1 thru 2.0 mm/km.
 RT0335
 RT0335.The geoid height was determined by GEOID03.
 RT0335
 RT0335.The dynamic height is computed by dividing the NAVD 88
 RT0335.geopotential number by the normal gravity value computed on the
 RT0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0335.degrees latitude (g = 980.6199 gals.).
 RT0335
 RT0335.The modeled gravity was interpolated from observed gravity values.
 RT0335
 RT0335;                    North         East    Units  Estimated Accuracy
 RT0335;SPC MT       -   262,860.      894,250.      MT  (+/- 180 meters Scaled)
 RT0335
 RT0335                          SUPERSEDED SURVEY CONTROL
 RT0335
 RT0335  NGVD 29 (??/??/92)  699.364  (m)         2294.50   (f) ADJ UNCH    1 2
 RT0335
 RT0335.Superseded values are not recommended for survey control.
 RT0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0335.See file dsdata.txt to determine how the superseded data were derived.
 RT0335
 RT0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM494554(NAD 83)
 RT0335_MARKER: DB = BENCH MARK DISK
 RT0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0335_SP_SET: CULVERT
 RT0335_STAMPING: C 150 1960
 RT0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0335
 RT0335  HISTORY     - Date     Condition        Report By
 RT0335  HISTORY     - 1960     MONUMENTED       CGS
 RT0335
 RT0335                          STATION DESCRIPTION
 RT0335
 RT0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0335'13.85 MI NE FROM MILES CITY.
 RT0335'ABOUT 13.85 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RT0335'THE STATION AT MILES CITY, 11 1/2 POLES NORTHEAST OF MILEPOST 65, 48
 RT0335'FEET SOUTHWEST OF SEMAPHORE 64.6, SET IN THE TOP AND THE CENTER OF THE
 RT0335'SOUTHEAST CONCRETE HEADWALL OF A CULVERT, IN SECTION 11, T 9 N, R 48
 RT0335'E, 20 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 10 FEET BELOW
 RT0335'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0173 ***********************************************************************
 SQ0173  DESIGNATION -  C 151
 SQ0173  PID         -  SQ0173
 SQ0173  STATE/COUNTY-  MT/GARFIELD
 SQ0173  USGS QUAD   -  YORK RESERVOIR (1965)
 SQ0173
 SQ0173                         *CURRENT SURVEY CONTROL
 SQ0173  ___________________________________________________________________
 SQ0173* NAD 83(1986)-  47 08 57.     (N)    106 38 29.     (W)     SCALED    
 SQ0173* NAVD 88     -       888.819  (meters)    2916.07   (feet)  ADJUSTED  
 SQ0173  ___________________________________________________________________
 SQ0173  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 SQ0173  DYNAMIC HT  -         888.798 (meters)    2916.00  (feet)  COMP
 SQ0173  MODELED GRAV-     980,558.6   (mgal)                       NAVD 88
 SQ0173
 SQ0173  VERT ORDER  -  SECOND    CLASS 0
 SQ0173
 SQ0173.The horizontal coordinates were scaled from a topographic map and have
 SQ0173.an estimated accuracy of +/- 6 seconds.
 SQ0173
 SQ0173.The orthometric height was determined by differential leveling
 SQ0173.and adjusted by the National Geodetic Survey in June 1991..
 SQ0173
 SQ0173.The geoid height was determined by GEOID03.
 SQ0173
 SQ0173.The dynamic height is computed by dividing the NAVD 88
 SQ0173.geopotential number by the normal gravity value computed on the
 SQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0173.degrees latitude (g = 980.6199 gals.).
 SQ0173
 SQ0173.The modeled gravity was interpolated from observed gravity values.
 SQ0173
 SQ0173;                    North         East    Units  Estimated Accuracy
 SQ0173;SPC MT       -   326,100.      816,630.      MT  (+/- 180 meters Scaled)
 SQ0173
 SQ0173                          SUPERSEDED SURVEY CONTROL
 SQ0173
 SQ0173  NGVD 29 (??/??/92)  888.133  (m)         2913.82   (f) ADJ UNCH    2 0
 SQ0173
 SQ0173.Superseded values are not recommended for survey control.
 SQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0173.See file dsdata.txt to determine how the superseded data were derived.
 SQ0173
 SQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN755230(NAD 83)
 SQ0173_MARKER: DB = BENCH MARK DISK
 SQ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0173_STAMPING: C 151 1960
 SQ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0173+STABILITY: SURFACE MOTION
 SQ0173
 SQ0173  HISTORY     - Date     Condition        Report By
 SQ0173  HISTORY     - 1960     MONUMENTED       CGS
 SQ0173
 SQ0173                          STATION DESCRIPTION
 SQ0173
 SQ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0173'11.3 MI N FROM COHAGEN.
 SQ0173'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0173'COHAGEN, THENCE 3.05 MILES EAST ALONG A GRADED DIRT ROAD, 0.5 MILE
 SQ0173'EAST OF A WOODEN BRIDGE, ON THE CREST OF A SMALL HILL, IN SECTION 10,
 SQ0173'T 16 N, R 40 E, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 111 FEET
 SQ0173'NORTHWEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE 5E-50, 1 1/2 FEET
 SQ0173'SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 SQ0173'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 SQ0173'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0060 ***********************************************************************
 SP0060  DESIGNATION -  C 152
 SP0060  PID         -  SP0060
 SP0060  STATE/COUNTY-  MT/DAWSON
 SP0060  USGS QUAD   -  STIPEK (1967)
 SP0060
 SP0060                         *CURRENT SURVEY CONTROL
 SP0060  ___________________________________________________________________
 SP0060* NAD 83(1986)-  47 07 34.     (N)    104 41 12.     (W)     SCALED    
 SP0060* NAVD 88     -       647.414  (meters)    2124.06   (feet)  ADJUSTED  
 SP0060  ___________________________________________________________________
 SP0060  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 SP0060  DYNAMIC HT  -         647.435 (meters)    2124.13  (feet)  COMP
 SP0060  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 SP0060
 SP0060  VERT ORDER  -  FIRST     CLASS II
 SP0060
 SP0060.The horizontal coordinates were scaled from a topographic map and have
 SP0060.an estimated accuracy of +/- 6 seconds.
 SP0060
 SP0060.The orthometric height was determined by differential leveling
 SP0060.and adjusted by the National Geodetic Survey in June 1991..
 SP0060
 SP0060.The geoid height was determined by GEOID03.
 SP0060
 SP0060.The dynamic height is computed by dividing the NAVD 88
 SP0060.geopotential number by the normal gravity value computed on the
 SP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0060.degrees latitude (g = 980.6199 gals.).
 SP0060
 SP0060.The modeled gravity was interpolated from observed gravity values.
 SP0060
 SP0060;                    North         East    Units  Estimated Accuracy
 SP0060;SPC MT       -   330,800.      964,770.      MT  (+/- 180 meters Scaled)
 SP0060
 SP0060                          SUPERSEDED SURVEY CONTROL
 SP0060
 SP0060  NGVD 29 (??/??/92)  646.865  (m)         2122.26   (f) ADJ UNCH    1 2
 SP0060
 SP0060.Superseded values are not recommended for survey control.
 SP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0060.See file dsdata.txt to determine how the superseded data were derived.
 SP0060
 SP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN237192(NAD 83)
 SP0060_MARKER: DB = BENCH MARK DISK
 SP0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SP0060_SP_SET: CONCRETE BASE
 SP0060_STAMPING: C 152 1960
 SP0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SP0060+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 SP0060
 SP0060  HISTORY     - Date     Condition        Report By
 SP0060  HISTORY     - 1960     MONUMENTED       CGS
 SP0060  HISTORY     - 20030509 GOOD             INDIV
 SP0060
 SP0060                          STATION DESCRIPTION
 SP0060
 SP0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SP0060'1.85 MI NE FROM GLENDIVE.
 SP0060'1.85 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY AND U.S.
 SP0060'HIGHWAY 10 FROM THE STATION AT GLENDIVE, AT THE GLENDIVE MUNICIPAL
 SP0060'AIRPORT, IN SECTION 24, R 55 E, T 16 N, SET IN THE TOP OF THE
 SP0060'SOUTHEAST EDGE OF THE CONCRETE BASE OF THE WINDSOCK POLE, 143 YARDS
 SP0060'NORTH-NORTHEAST OF THE AIRPORT OFFICE BUILDING, 243 FEET SOUTHWEST OF
 SP0060'THE SOUTHWEST EDGE OF THE NORTHWEST-SOUTHEAST RUNWAY, AND ABOUT LEVEL
 SP0060'WITH THE GROUND.
 SP0060
 SP0060                          STATION RECOVERY (2003)
 SP0060
 SP0060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RWS)
 SP0060'PRIVATE LAND OWNER WISHES TO REMOVE SP0060 AND BUILD ON SITE.  WHAT
 SP0060'ARE HIS OPTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0173 ***********************************************************************
 RT0173  DESIGNATION -  C 153
 RT0173  PID         -  RT0173
 RT0173  STATE/COUNTY-  MT/PRAIRIE
 RT0173  USGS QUAD   -  TERRY (1972)
 RT0173
 RT0173                         *CURRENT SURVEY CONTROL
 RT0173  ___________________________________________________________________
 RT0173* NAD 83(1986)-  46 47 43.     (N)    105 15 27.     (W)     SCALED    
 RT0173* NAVD 88     -       679.808  (meters)    2230.34   (feet)  ADJUSTED  
 RT0173  ___________________________________________________________________
 RT0173  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 RT0173  DYNAMIC HT  -         679.795 (meters)    2230.29  (feet)  COMP
 RT0173  MODELED GRAV-     980,573.2   (mgal)                       NAVD 88
 RT0173
 RT0173  VERT ORDER  -  FIRST     CLASS II
 RT0173
 RT0173.The horizontal coordinates were scaled from a topographic map and have
 RT0173.an estimated accuracy of +/- 6 seconds.
 RT0173
 RT0173.The orthometric height was determined by differential leveling
 RT0173.and adjusted by the National Geodetic Survey in June 1991..
 RT0173
 RT0173.The geoid height was determined by GEOID03.
 RT0173
 RT0173.The dynamic height is computed by dividing the NAVD 88
 RT0173.geopotential number by the normal gravity value computed on the
 RT0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0173.degrees latitude (g = 980.6199 gals.).
 RT0173
 RT0173.The modeled gravity was interpolated from observed gravity values.
 RT0173
 RT0173;                    North         East    Units  Estimated Accuracy
 RT0173;SPC MT       -   291,600.      923,550.      MT  (+/- 180 meters Scaled)
 RT0173
 RT0173                          SUPERSEDED SURVEY CONTROL
 RT0173
 RT0173  NGVD 29 (??/??/92)  679.270  (m)         2228.57   (f) ADJ UNCH    1 2
 RT0173
 RT0173.Superseded values are not recommended for survey control.
 RT0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0173.See file dsdata.txt to determine how the superseded data were derived.
 RT0173
 RT0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM803824(NAD 83)
 RT0173_MARKER: DB = BENCH MARK DISK
 RT0173_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RT0173_SP_SET: 37 FT.
 RT0173_STAMPING: C 153 1960
 RT0173_MARK LOGO: CGS   
 RT0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0173
 RT0173  HISTORY     - Date     Condition        Report By
 RT0173  HISTORY     - 1960     MONUMENTED       CGS
 RT0173  HISTORY     - 1981     GOOD             NGS
 RT0173
 RT0173                          STATION DESCRIPTION
 RT0173
 RT0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0173'2.5 MI E FROM TERRY.
 RT0173'2.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0173'TERRY, 14 POLES EAST OF MILEPOST 37, IN SECTION 13, R 51 E, T 12 N, 77
 RT0173'FEET SOUTH OF THE SOUTH RAIL, 91 FEET NORTH OF THE CENTER LINE OF U.S.
 RT0173'HIGHWAY 10, 6 FEET SOUTH OF A TELEPHONE POLE, 1.3 FEET EAST OF A METAL
 RT0173'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 5 FEET ABOVE THE
 RT0173'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD THAT IS
 RT0173'DRIVEN TO A DEPTH OF 37 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 RT0173'PROJECTS 2 INCHES.
 RT0173
 RT0173                          STATION RECOVERY (1981)
 RT0173
 RT0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0175 ***********************************************************************
 QX0175  DESIGNATION -  C 155
 QX0175  PID         -  QX0175
 QX0175  STATE/COUNTY-  MT/PARK
 QX0175  USGS QUAD   -  BRISBIN (1981)
 QX0175
 QX0175                         *CURRENT SURVEY CONTROL
 QX0175  ___________________________________________________________________
 QX0175* NAD 83(1986)-  45 32 13.     (N)    110 36 12.     (W)     SCALED    
 QX0175* NAVD 88     -      1424.307  (meters)    4672.91   (feet)  ADJUSTED  
 QX0175  ___________________________________________________________________
 QX0175  GEOID HEIGHT-          -9.87  (meters)                     GEOID03
 QX0175  DYNAMIC HT  -        1423.806 (meters)    4671.27  (feet)  COMP
 QX0175  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 QX0175  OBS GRAVITY -     980,212.7   (mgal)                       GRAV_OBS
 QX0175
 QX0175  VERT ORDER  -  FIRST     CLASS II
 QX0175
 QX0175.The horizontal coordinates were scaled from a topographic map and have
 QX0175.an estimated accuracy of +/- 6 seconds.
 QX0175
 QX0175.The orthometric height was determined by differential leveling
 QX0175.and adjusted by the National Geodetic Survey in June 1991..
 QX0175
 QX0175.The geoid height was determined by GEOID03.
 QX0175
 QX0175.The dynamic height is computed by dividing the NAVD 88
 QX0175.geopotential number by the normal gravity value computed on the
 QX0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0175.degrees latitude (g = 980.6199 gals.).
 QX0175
 QX0175.The modeled gravity was interpolated from observed gravity values.
 QX0175.The observed gravity was obtained from relative gravimeter ties
 QX0175.to the IGSN71 gravity network.
 QX0175
 QX0175;                    North         East    Units  Estimated Accuracy
 QX0175;SPC MT       -   143,640.      513,850.      MT  (+/- 180 meters Scaled)
 QX0175
 QX0175                          SUPERSEDED SURVEY CONTROL
 QX0175
 QX0175  NGVD 29 (08/20/92) 1423.163  (m)         4669.16   (f) ADJUSTED    1 2
 QX0175
 QX0175.Superseded values are not recommended for survey control.
 QX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0175.See file dsdata.txt to determine how the superseded data were derived.
 QX0175
 QX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR309426(NAD 83)
 QX0175_MARKER: DB = BENCH MARK DISK
 QX0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0175_STAMPING: C 155 1960
 QX0175_MARK LOGO: CGS   
 QX0175_PROJECTION: PROJECTING 5 CENTIMETERS
 QX0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0175+STABILITY: SURFACE MOTION
 QX0175
 QX0175  HISTORY     - Date     Condition        Report By
 QX0175  HISTORY     - 1960     MONUMENTED       CGS
 QX0175  HISTORY     - 1981     GOOD             LOCSUR
 QX0175  HISTORY     - 1983     GOOD             NGS
 QX0175
 QX0175                          STATION DESCRIPTION
 QX0175
 QX0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0175'9.1 MI S FROM LIVINGSTON.
 QX0175'ABOUT 9.1 MILES SOUTH ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0175'RAILWAY FROM THE STATION AT LIVINGSTON, 4 TELEPHONE POLES SOUTH OF
 QX0175'MILEPOST 9, 34 FEET EAST OF THE EAST RAIL, IN LINE WITH A ROW OF
 QX0175'TELEPHONE POLES, 25 FEET NORTH OF A TELEPHONE POLE, 14 FEET WEST OF A
 QX0175'FENCE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 QX0175'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 QX0175'INCHES.  IN SECTION 34, R 9 E, T 3 S.
 QX0175
 QX0175                          STATION RECOVERY (1981)
 QX0175
 QX0175'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QX0175'RECOVERED IN GOOD CONDITION.
 QX0175
 QX0175                          STATION RECOVERY (1983)
 QX0175
 QX0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0175'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  12.7 KM (7.9
 QX0175'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0175'HIGHWAY 90 IN LIVINGSTON, 24.4 METERS (80.1 FT) WEST OF THE CENTERLINE
 QX0175'OF THE HIGHWAY, AND 10.8 METERS (35.4 FT) EAST OF THE CENTER OF THE
 QX0175'OLD RAILROAD BED.
 QX0175'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 QX0175'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0357 ***********************************************************************
 SU0357  DESIGNATION -  C 16
 SU0357  PID         -  SU0357
 SU0357  STATE/COUNTY-  MT/SANDERS
 SU0357  USGS QUAD   -  BELKNAP (1988)
 SU0357
 SU0357                         *CURRENT SURVEY CONTROL
 SU0357  ___________________________________________________________________
 SU0357* NAD 83(1986)-  47 39 56.     (N)    115 24 30.     (W)     SCALED    
 SU0357* NAVD 88     -       731.495  (meters)    2399.91   (feet)  ADJUSTED  
 SU0357  ___________________________________________________________________
 SU0357  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 SU0357  DYNAMIC HT  -         731.474 (meters)    2399.84  (feet)  COMP
 SU0357  MODELED GRAV-     980,560.3   (mgal)                       NAVD 88
 SU0357
 SU0357  VERT ORDER  -  FIRST     CLASS II
 SU0357
 SU0357.The horizontal coordinates were scaled from a topographic map and have
 SU0357.an estimated accuracy of +/- 6 seconds.
 SU0357
 SU0357.The orthometric height was determined by differential leveling
 SU0357.and adjusted by the National Geodetic Survey in June 1991..
 SU0357
 SU0357.The geoid height was determined by GEOID03.
 SU0357
 SU0357.The dynamic height is computed by dividing the NAVD 88
 SU0357.geopotential number by the normal gravity value computed on the
 SU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0357.degrees latitude (g = 980.6199 gals.).
 SU0357
 SU0357.The modeled gravity was interpolated from observed gravity values.
 SU0357
 SU0357;                    North         East    Units  Estimated Accuracy
 SU0357;SPC MT       -   396,250.      156,910.      MT  (+/- 180 meters Scaled)
 SU0357
 SU0357                          SUPERSEDED SURVEY CONTROL
 SU0357
 SU0357  NGVD 29 (??/??/92)  730.336  (m)         2396.11   (f) ADJ UNCH    1 2
 SU0357
 SU0357.Superseded values are not recommended for survey control.
 SU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0357.See file dsdata.txt to determine how the superseded data were derived.
 SU0357
 SU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN194803(NAD 83)
 SU0357_MARKER: P = PIPE CAP
 SU0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0357_STAMPING: C 16 1914
 SU0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0357
 SU0357  HISTORY     - Date     Condition        Report By
 SU0357  HISTORY     - UNK      MONUMENTED       CGS
 SU0357  HISTORY     - 1944     POOR             NGS
 SU0357  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0357
 SU0357                          STATION DESCRIPTION
 SU0357
 SU0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0357'6.15 MI NW FROM THOMPSON FALLS.
 SU0357'ABOUT 6.15 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0357'STATION AT THOMPSON FALLS, AT BELKNAP, 62.0 FEET EAST OF AND ACROSS
 SU0357'THE TRACK FROM BELKNAP STATION SIGN AND BENCH MARK Y 471, 43.8 FEET
 SU0357'EAST OF EAST RAIL, 12.0 FEET NORTH OF CENTERLINE OF DIRT ROAD WHICH
 SU0357'CROSSES TRACK, 4.0 FEET ABOVE THE LEVEL OF THE TRACK, NEAR CENTER-LINE
 SU0357'OF FARM LANE BETWEEN FENCE LINES, A BRONZE CAP SCREWED ON TOP OF AN
 SU0357'IRON PIPE.  NOTE-- STAMPED C 16 1914.  NOTE-- RAILWAY GRADING HAS LEFT
 SU0357'MARK PROJECTING ABOUT 3.0 FEET ABOVE SURROUNDING GROUND BUT IMMEDIATE
 SU0357'DIRT AROUND MARK IS NOT DISTURBED.
 SU0357
 SU0357                          STATION RECOVERY (1980)
 SU0357
 SU0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0357'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE AREA
 SU0357'DESCRIBED HAS BEEN GRADED FOR A RAILWAY ACCESS ROAD, MARK PRESUMED
 SU0357'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0254 ***********************************************************************
 QX0254  DESIGNATION -  C 160
 QX0254  PID         -  QX0254
 QX0254  STATE/COUNTY-  MT/GALLATIN
 QX0254  USGS QUAD   -  BOZEMAN HOT SPRINGS (1987)
 QX0254
 QX0254                         *CURRENT SURVEY CONTROL
 QX0254  ___________________________________________________________________
 QX0254* NAD 83(1999)-  45 37 53.43889(N)    111 11 49.46360(W)     ADJUSTED  
 QX0254* NAVD 88     -      1467.371  (meters)    4814.20   (feet)  ADJUSTED  
 QX0254  ___________________________________________________________________
 QX0254  X           -  -1,615,782.068 (meters)                     COMP
 QX0254  Y           -  -4,166,366.100 (meters)                     COMP
 QX0254  Z           -   4,537,743.322 (meters)                     COMP
 QX0254  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 QX0254  ELLIP HEIGHT-        1456.60  (meters)          (08/05/04) GPS OBS
 QX0254  GEOID HEIGHT-         -10.78  (meters)                     GEOID03
 QX0254  DYNAMIC HT  -        1466.863 (meters)    4812.53  (feet)  COMP
 QX0254  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 QX0254
 QX0254  HORZ ORDER  -  FIRST
 QX0254  VERT ORDER  -  FIRST     CLASS II
 QX0254  ELLP ORDER  -  FOURTH    CLASS I
 QX0254
 QX0254.The horizontal coordinates were established by GPS observations
 QX0254.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 QX0254.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0254.DATUM ITEM on the data sheet items page.
 QX0254
 QX0254.The orthometric height was determined by differential leveling
 QX0254.and adjusted by the National Geodetic Survey in June 1991..
 QX0254
 QX0254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0254
 QX0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0254
 QX0254.The ellipsoidal height was determined by GPS observations
 QX0254.and is referenced to NAD 83.
 QX0254
 QX0254.The geoid height was determined by GEOID03.
 QX0254
 QX0254.The dynamic height is computed by dividing the NAVD 88
 QX0254.geopotential number by the normal gravity value computed on the
 QX0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0254.degrees latitude (g = 980.6199 gals.).
 QX0254
 QX0254.The modeled gravity was interpolated from observed gravity values.
 QX0254
 QX0254;                    North         East     Units Scale Factor Converg.
 QX0254;SPC MT       -   154,970.345   467,721.920   MT  0.99967968   -1 14 29.1
 QX0254;SPC MT       -   508,432.89  1,534,520.73   iFT  0.99967968   -1 14 29.1
 QX0254;UTM  12      - 5,053,126.026   484,639.185   MT  0.99960290   -0 08 27.2
 QX0254
 QX0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0254!SPC MT       -   0.99977169  x   0.99967968  =   0.99945145
 QX0254!UTM  12      -   0.99977169  x   0.99960290  =   0.99937468
 QX0254
 QX0254                          SUPERSEDED SURVEY CONTROL
 QX0254
 QX0254  NAVD 88 (08/05/04) 1467.37   (m)         4814.2    (f) LEVELING    3  
 QX0254  NGVD 29 (??/??/92) 1466.167  (m)         4810.25   (f) ADJ UNCH    1 2
 QX0254
 QX0254.Superseded values are not recommended for survey control.
 QX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0254.See file dsdata.txt to determine how the superseded data were derived.
 QX0254
 QX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR8463953126(NAD 83)
 QX0254_MARKER: DB = BENCH MARK DISK
 QX0254_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QX0254_SP_SET: 13 FT.
 QX0254_STAMPING: C 160 1960
 QX0254_MARK LOGO: CGS   
 QX0254_PROJECTION: PROJECTING 20 CENTIMETERS
 QX0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0254+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 QX0254_ROD/PIPE-DEPTH: 3.96 meters
 QX0254
 QX0254  HISTORY     - Date     Condition        Report By
 QX0254  HISTORY     - 1960     MONUMENTED       CGS
 QX0254  HISTORY     - 20020808 GOOD             MTDOT
 QX0254  HISTORY     - 20040629 GOOD             MSAM
 QX0254
 QX0254                          STATION DESCRIPTION
 QX0254
 QX0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0254'2.1 MI S FROM BOZEMAN HOT SPRINGS.
 QX0254'ABOUT 2.1 MILES SOUTH ALONG U. S. HIGHWAY 191 FROM THE CROSSING OF THE
 QX0254'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT BOZEMAN HOT
 QX0254'SPRINGS, OR 3.1 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE POST
 QX0254'OFFICE AT GALLATIN GATEWAY, IN SECTION 26, T 2 S, R 4 E, 79 FEET WEST
 QX0254'AND ACROSS AN ABANDONED RAILROAD TRACK FROM THE CENTER LINE OF THE
 QX0254'HIGHWAY, 21 FEET WEST OF THE WEST RAIL OF THE TRACK, 13 FEET NORTH OF
 QX0254'THE CENTER OF A GATE, 2 FEET EAST OF A FENCE, 0.5 FOOT EAST OF A METAL
 QX0254'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 QX0254'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13
 QX0254'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.
 QX0254
 QX0254                          STATION RECOVERY (2002)
 QX0254
 QX0254'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (JWH)
 QX0254'75M NORTH OF MILEPOST 79, 15M WEST OF CENTERLINE OF HIGHWAY 191, 2M
 QX0254'NORTH OF GEORGIA GATE, AND 1M EAST OF 4' BARBED WIRE FENCE.
 QX0254'HANDHELD GPS NAD83
 QX0254'N 45 37 53.2   W 111 11 49.3
 QX0254
 QX0254                          STATION RECOVERY (2004)
 QX0254
 QX0254'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 QX0254'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 QX0254'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0300 ***********************************************************************
 QX0300  DESIGNATION -  C 161
 QX0300  PID         -  QX0300
 QX0300  STATE/COUNTY-  MT/GALLATIN
 QX0300  USGS QUAD   -  LONE INDIAN PEAK (1986)
 QX0300
 QX0300                         *CURRENT SURVEY CONTROL
 QX0300  ___________________________________________________________________
 QX0300* NAD 83(1986)-  45 10 10.     (N)    111 14 38.     (W)     SCALED    
 QX0300* NAVD 88     -      1908.935  (meters)    6262.90   (feet)  ADJUSTED  
 QX0300  ___________________________________________________________________
 QX0300  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 QX0300  DYNAMIC HT  -        1907.980 (meters)    6259.76  (feet)  COMP
 QX0300  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 QX0300
 QX0300  VERT ORDER  -  FIRST     CLASS II
 QX0300
 QX0300.The horizontal coordinates were scaled from a topographic map and have
 QX0300.an estimated accuracy of +/- 6 seconds.
 QX0300
 QX0300.The orthometric height was determined by differential leveling
 QX0300.and adjusted by the National Geodetic Survey in June 1991..
 QX0300
 QX0300.The geoid height was determined by GEOID03.
 QX0300
 QX0300.The dynamic height is computed by dividing the NAVD 88
 QX0300.geopotential number by the normal gravity value computed on the
 QX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0300.degrees latitude (g = 980.6199 gals.).
 QX0300
 QX0300.The modeled gravity was interpolated from observed gravity values.
 QX0300
 QX0300;                    North         East    Units  Estimated Accuracy
 QX0300;SPC MT       -   103,720.      462,930.      MT  (+/- 180 meters Scaled)
 QX0300
 QX0300                          SUPERSEDED SURVEY CONTROL
 QX0300
 QX0300  NGVD 29 (??/??/92) 1907.459  (m)         6258.06   (f) ADJ UNCH    1 2
 QX0300
 QX0300.Superseded values are not recommended for survey control.
 QX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0300.See file dsdata.txt to determine how the superseded data were derived.
 QX0300
 QX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR808018(NAD 83)
 QX0300_MARKER: DB = BENCH MARK DISK
 QX0300_SETTING: 66 = SET IN ROCK OUTCROP
 QX0300_SP_SET: SANDSTONE ROCK
 QX0300_STAMPING: C 161 1960
 QX0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0300+STABILITY: POSITION/ELEVATION WELL
 QX0300
 QX0300  HISTORY     - Date     Condition        Report By
 QX0300  HISTORY     - 1960     MONUMENTED       CGS
 QX0300
 QX0300                          STATION DESCRIPTION
 QX0300
 QX0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0300'5.3 MI N FROM 320 RANCH.
 QX0300'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE 320 RANCH,
 QX0300'FORMERLY ELDRIDGE, 0.2 MILE NORTH OF BUCK CREEK, SET IN THE TOP OF A
 QX0300'SANDSTONE ROCK ON THE SLOPE OF THE WEST BANK OF THE HIGHWAY, IN
 QX0300'SECTION 4, R 4 E, T 8 S, 41 FEET WEST OF THE CENTER LINE OF THE
 QX0300'HIGHWAY, 56 YARDS NORTH OF THE CENTER OF AN ENTRANCE TO A CAMP GROUND,
 QX0300'0.25 MILE SOUTH OF RED CLIFF CAMP GROUND, AND ABOUT 4 FEET ABOVE THE
 QX0300'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0091 ***********************************************************************
 QX0091  DESIGNATION -  C 162
 QX0091  PID         -  QX0091
 QX0091  STATE/COUNTY-  MT/PARK
 QX0091  USGS QUAD   -  DOME MOUNTAIN (1986)
 QX0091
 QX0091                         *CURRENT SURVEY CONTROL
 QX0091  ___________________________________________________________________
 QX0091* NAD 83(1986)-  45 09 55.     (N)    110 51 05.     (W)     SCALED    
 QX0091* NAVD 88     -      1539.417  (meters)    5050.57   (feet)  POSTED    
 QX0091  ___________________________________________________________________
 QX0091  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 QX0091  DYNAMIC HT  -        1538.730 (meters)    5048.32  (feet)  COMP
 QX0091  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 QX0091
 QX0091  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0091
 QX0091.The horizontal coordinates were scaled from a topographic map and have
 QX0091.an estimated accuracy of +/- 6 seconds.
 QX0091
 QX0091.The orthometric height was determined by differential leveling
 QX0091.and adjusted by the National Geodetic Survey in 1992..
 QX0091.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0091.rate of 0.0 thru 1.0 mm/km.
 QX0091
 QX0091.The geoid height was determined by GEOID03.
 QX0091
 QX0091.The dynamic height is computed by dividing the NAVD 88
 QX0091.geopotential number by the normal gravity value computed on the
 QX0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0091.degrees latitude (g = 980.6199 gals.).
 QX0091
 QX0091.The modeled gravity was interpolated from observed gravity values.
 QX0091
 QX0091;                    North         East    Units  Estimated Accuracy
 QX0091;SPC MT       -   102,650.      493,770.      MT  (+/- 180 meters Scaled)
 QX0091
 QX0091                          SUPERSEDED SURVEY CONTROL
 QX0091
 QX0091  NGVD 29 (??/??/92) 1538.179  (m)         5046.51   (f) ADJ UNCH    1 2
 QX0091
 QX0091.Superseded values are not recommended for survey control.
 QX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0091.See file dsdata.txt to determine how the superseded data were derived.
 QX0091
 QX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR116013(NAD 83)
 QX0091_MARKER: DB = BENCH MARK DISK
 QX0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0091_STAMPING: C 162 1960
 QX0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0091+STABILITY: SURFACE MOTION
 QX0091
 QX0091  HISTORY     - Date     Condition        Report By
 QX0091  HISTORY     - 1960     MONUMENTED       CGS
 QX0091
 QX0091                          STATION DESCRIPTION
 QX0091
 QX0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0091'12.35 MI NW FROM GARDINER.
 QX0091'ABOUT 12.35 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN
 QX0091'PACIFIC RAILWAY FROM THE STATION AT GARDINER, NEAR THE LINE OF
 QX0091'SECTIONS 2 AND 3, T 8 S, R 7 E, 0.65 MILE SOUTHEAST OF MILEPOST 41, 51
 QX0091'FEET SOUTH OF THE SOUTH RAIL, 100 YARDS EAST-SOUTHEAST AND ACROSS THE
 QX0091'TRACK FROM A GROVE OF TREES, 92 FEET NORTH OF THE CENTER LINE OF A
 QX0091'DIRT ROAD, 24 FEET WEST OF THE CENTER OF AN IRON GATE, 2 FEET SOUTH OF
 QX0091'A FENCE, 2.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 QX0091'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 QX0091'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0214 ***********************************************************************
 SP0214  DESIGNATION -  C 163
 SP0214  PID         -  SP0214
 SP0214  STATE/COUNTY-  MT/MCCONE
 SP0214  USGS QUAD   -  BIG SHEEP MOUNTAIN NW (1983)
 SP0214
 SP0214                         *CURRENT SURVEY CONTROL
 SP0214  ___________________________________________________________________
 SP0214* NAD 83(1986)-  47 10 39.     (N)    105 41 09.     (W)     SCALED    
 SP0214* NAVD 88     -       876.199  (meters)    2874.66   (feet)  ADJUSTED  
 SP0214  ___________________________________________________________________
 SP0214  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 SP0214  DYNAMIC HT  -         876.175 (meters)    2874.58  (feet)  COMP
 SP0214  MODELED GRAV-     980,555.6   (mgal)                       NAVD 88
 SP0214
 SP0214  VERT ORDER  -  SECOND    CLASS 0
 SP0214
 SP0214.The horizontal coordinates were scaled from a topographic map and have
 SP0214.an estimated accuracy of +/- 6 seconds.
 SP0214
 SP0214.The orthometric height was determined by differential leveling
 SP0214.and adjusted by the National Geodetic Survey in June 1991..
 SP0214
 SP0214.The geoid height was determined by GEOID03.
 SP0214
 SP0214.The dynamic height is computed by dividing the NAVD 88
 SP0214.geopotential number by the normal gravity value computed on the
 SP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0214.degrees latitude (g = 980.6199 gals.).
 SP0214
 SP0214.The modeled gravity was interpolated from observed gravity values.
 SP0214
 SP0214;                    North         East    Units  Estimated Accuracy
 SP0214;SPC MT       -   332,330.      888,840.      MT  (+/- 180 meters Scaled)
 SP0214
 SP0214                          SUPERSEDED SURVEY CONTROL
 SP0214
 SP0214  NGVD 29 (??/??/92)  875.564  (m)         2872.58   (f) ADJ UNCH    2 0
 SP0214
 SP0214.Superseded values are not recommended for survey control.
 SP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0214.See file dsdata.txt to determine how the superseded data were derived.
 SP0214
 SP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN480251(NAD 83)
 SP0214_MARKER: DB = BENCH MARK DISK
 SP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0214_STAMPING: C 163 1934
 SP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0214+STABILITY: SURFACE MOTION
 SP0214
 SP0214  HISTORY     - Date     Condition        Report By
 SP0214  HISTORY     - 1934     MONUMENTED       CGS
 SP0214  HISTORY     - 1941     GOOD             NGS
 SP0214  HISTORY     - 1970     GOOD             DOD
 SP0214  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0214
 SP0214                          STATION DESCRIPTION
 SP0214
 SP0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SP0214'5.8 MI NW FROM OLANDA.
 SP0214'IN MCCONE COUNTY, 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM
 SP0214'OLANDA, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET
 SP0214'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 163
 SP0214'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 11 MILES SE
 SP0214'OF BROCKWAY, 45 FT SW OF THE CENTERLINE OF THE ROAD AND 6 FT SW OF THE
 SP0214'ROW FENCE.  ABOUT 0.3 MI S OF THE MCCONE CO LINE.
 SP0214
 SP0214                          STATION RECOVERY (1970)
 SP0214
 SP0214'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 SP0214'RECOVERED IN GOOD CONDITION.
 SP0214
 SP0214                          STATION RECOVERY (1977)
 SP0214
 SP0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0162 ***********************************************************************
 SP0162  DESIGNATION -  C 164
 SP0162  PID         -  SP0162
 SP0162  STATE/COUNTY-  MT/DAWSON
 SP0162  USGS QUAD   -  WOODROW (1983)
 SP0162
 SP0162                         *CURRENT SURVEY CONTROL
 SP0162  ___________________________________________________________________
 SP0162* NAD 83(1986)-  47 14 33.     (N)    105 00 08.     (W)     SCALED    
 SP0162* NAVD 88     -       781.897  (meters)    2565.27   (feet)  ADJUSTED  
 SP0162  ___________________________________________________________________
 SP0162  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 SP0162  DYNAMIC HT  -         781.890 (meters)    2565.25  (feet)  COMP
 SP0162  MODELED GRAV-     980,578.6   (mgal)                       NAVD 88
 SP0162
 SP0162  VERT ORDER  -  SECOND    CLASS 0
 SP0162
 SP0162.The horizontal coordinates were scaled from a topographic map and have
 SP0162.an estimated accuracy of +/- 6 seconds.
 SP0162
 SP0162.The orthometric height was determined by differential leveling
 SP0162.and adjusted by the National Geodetic Survey in June 1991..
 SP0162
 SP0162.The geoid height was determined by GEOID03.
 SP0162
 SP0162.The dynamic height is computed by dividing the NAVD 88
 SP0162.geopotential number by the normal gravity value computed on the
 SP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0162.degrees latitude (g = 980.6199 gals.).
 SP0162
 SP0162.The modeled gravity was interpolated from observed gravity values.
 SP0162
 SP0162;                    North         East    Units  Estimated Accuracy
 SP0162;SPC MT       -   342,290.      940,140.      MT  (+/- 180 meters Scaled)
 SP0162
 SP0162                          SUPERSEDED SURVEY CONTROL
 SP0162
 SP0162  NGVD 29 (??/??/92)  781.307  (m)         2563.34   (f) ADJ UNCH    2 0
 SP0162
 SP0162.Superseded values are not recommended for survey control.
 SP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0162.See file dsdata.txt to determine how the superseded data were derived.
 SP0162
 SP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN998321(NAD 83)
 SP0162_MARKER: DB = BENCH MARK DISK
 SP0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0162_STAMPING: C 164 1934
 SP0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0162+STABILITY: SURFACE MOTION
 SP0162
 SP0162  HISTORY     - Date     Condition        Report By
 SP0162  HISTORY     - 1934     MONUMENTED       CGS
 SP0162  HISTORY     - 1972     GOOD             USGS
 SP0162
 SP0162                          STATION DESCRIPTION
 SP0162
 SP0162'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SP0162'19.9 MI NW FROM GLENDIVE.
 SP0162'14.8 MILES WEST ALONG STATE HIGHWAY 200S FROM THE COURTHOUSE AT
 SP0162'GLENDIVE, DAWSON COUNTY, THENCE 5.1 MILES NORTH ALONG THE ROAD TO
 SP0162'RICHEY.  ABOUT 0.8 MILE SOUTH OF A T-ROAD INTERSECTION.  AT A T-JCT
 SP0162'WITH A ROAD LEADING TO A FARM YARD.  73 FEET SOUTHWEST OF THE
 SP0162'SOUTHWEST CORNER OF A HOUSE, 64 FEET EAST OF THE CENTERLINE OF THE
 SP0162'MAIN ROAD, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE FARM ROAD, 21
 SP0162'FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED C 164 1934 AND SET IN
 SP0162'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0732 ***********************************************************************
 SS0732  DESIGNATION -  C 165
 SS0732  PID         -  SS0732
 SS0732  STATE/COUNTY-  MT/CASCADE
 SS0732  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0732
 SS0732                         *CURRENT SURVEY CONTROL
 SS0732  ___________________________________________________________________
 SS0732* NAD 83(1986)-  47 27 16.     (N)    111 17 16.     (W)     SCALED    
 SS0732* NAVD 88     -      1015.851  (meters)    3332.84   (feet)  ADJUSTED  
 SS0732  ___________________________________________________________________
 SS0732  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 SS0732  DYNAMIC HT  -        1015.775 (meters)    3332.59  (feet)  COMP
 SS0732  MODELED GRAV-     980,503.3   (mgal)                       NAVD 88
 SS0732
 SS0732  VERT ORDER  -  FIRST     CLASS II
 SS0732
 SS0732.The horizontal coordinates were scaled from a topographic map and have
 SS0732.an estimated accuracy of +/- 6 seconds.
 SS0732
 SS0732.The orthometric height was determined by differential leveling
 SS0732.and adjusted by the National Geodetic Survey in June 1991..
 SS0732
 SS0732.The geoid height was determined by GEOID03.
 SS0732
 SS0732.The dynamic height is computed by dividing the NAVD 88
 SS0732.geopotential number by the normal gravity value computed on the
 SS0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0732.degrees latitude (g = 980.6199 gals.).
 SS0732
 SS0732.The modeled gravity was interpolated from observed gravity values.
 SS0732
 SS0732;                    North         East    Units  Estimated Accuracy
 SS0732;SPC MT       -   357,610.      465,280.      MT  (+/- 180 meters Scaled)
 SS0732
 SS0732                          SUPERSEDED SURVEY CONTROL
 SS0732
 SS0732  NGVD 29 (??/??/92) 1014.944  (m)         3329.86   (f) ADJ UNCH    1 2
 SS0732
 SS0732.Superseded values are not recommended for survey control.
 SS0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0732.See file dsdata.txt to determine how the superseded data were derived.
 SS0732
 SS0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT783557(NAD 83)
 SS0732_MARKER: DB = BENCH MARK DISK
 SS0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0732_STAMPING: C 165 1961
 SS0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0732+STABILITY: SURFACE MOTION
 SS0732
 SS0732  HISTORY     - Date     Condition        Report By
 SS0732  HISTORY     - 1961     MONUMENTED       CGS
 SS0732
 SS0732                          STATION DESCRIPTION
 SS0732
 SS0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0732'4.6 MI SE FROM GREAT FALLS.
 SS0732'ABOUT 4.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0732'STATION AT GREAT FALLS, IN SECTION 25, T 20 N, R 3 E, 0.1 MILE
 SS0732'SOUTHWEST OF THE AYSHIRE DAIRY BARNS, AT A PRIVATE ROAD CROSSING AND
 SS0732'11 POLES SOUTHEAST OF MILEPOST 220, 46 FEET NORTHEAST OF THE NORTHEAST
 SS0732'RAIL, 21 FEET NORTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD, 11
 SS0732'FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 1 1/2 FEET SOUTHWEST
 SS0732'OF A FENCE, 1.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 SS0732'WITH THE ROAD, ABOUT 5 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN
 SS0732'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0366 ***********************************************************************
 SS0366  DESIGNATION -  C 166
 SS0366  PID         -  SS0366
 SS0366  STATE/COUNTY-  MT/CASCADE
 SS0366  USGS QUAD   -  BLYTHE (1982)
 SS0366
 SS0366                         *CURRENT SURVEY CONTROL
 SS0366  ___________________________________________________________________
 SS0366* NAD 83(1986)-  47 17 14.     (N)    110 48 35.     (W)     SCALED    
 SS0366* NAVD 88     -      1177.092  (meters)    3861.84   (feet)  ADJUSTED  
 SS0366  ___________________________________________________________________
 SS0366  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 SS0366  DYNAMIC HT  -        1176.954 (meters)    3861.39  (feet)  COMP
 SS0366  MODELED GRAV-     980,455.3   (mgal)                       NAVD 88
 SS0366
 SS0366  VERT ORDER  -  FIRST     CLASS II
 SS0366
 SS0366.The horizontal coordinates were scaled from a topographic map and have
 SS0366.an estimated accuracy of +/- 6 seconds.
 SS0366
 SS0366.The orthometric height was determined by differential leveling
 SS0366.and adjusted by the National Geodetic Survey in June 1991..
 SS0366
 SS0366.The geoid height was determined by GEOID03.
 SS0366
 SS0366.The dynamic height is computed by dividing the NAVD 88
 SS0366.geopotential number by the normal gravity value computed on the
 SS0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0366.degrees latitude (g = 980.6199 gals.).
 SS0366
 SS0366.The modeled gravity was interpolated from observed gravity values.
 SS0366
 SS0366;                    North         East    Units  Estimated Accuracy
 SS0366;SPC MT       -   338,320.      500,990.      MT  (+/- 180 meters Scaled)
 SS0366
 SS0366                          SUPERSEDED SURVEY CONTROL
 SS0366
 SS0366  NGVD 29 (??/??/92) 1176.146  (m)         3858.74   (f) ADJ UNCH    1 2
 SS0366
 SS0366.Superseded values are not recommended for survey control.
 SS0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0366.See file dsdata.txt to determine how the superseded data were derived.
 SS0366
 SS0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT143371(NAD 83)
 SS0366_MARKER: DB = BENCH MARK DISK
 SS0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0366_SP_SET: ABUTMENT
 SS0366_STAMPING: C 166 1961
 SS0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0366
 SS0366  HISTORY     - Date     Condition        Report By
 SS0366  HISTORY     - 1961     MONUMENTED       CGS
 SS0366
 SS0366                          STATION DESCRIPTION
 SS0366
 SS0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0366'3.9 MI NW FROM RAYNESFORD.
 SS0366'ABOUT 3.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0366'STATION AT RAYNESFORD, IN SECTION 26, T 18 N, R 7 E, 4 1/2 RAILS WEST
 SS0366'OF MILEPOST 187, 6 1/2 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF
 SS0366'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE OVER OTTER
 SS0366'CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0087 ***********************************************************************
 SS0087  DESIGNATION -  C 167
 SS0087  PID         -  SS0087
 SS0087  STATE/COUNTY-  MT/JUDITH BASIN
 SS0087  USGS QUAD   -  STANFORD (1978)
 SS0087
 SS0087                         *CURRENT SURVEY CONTROL
 SS0087  ___________________________________________________________________
 SS0087* NAD 83(1986)-  47 08 24.     (N)    110 12 39.     (W)     SCALED    
 SS0087* NAVD 88     -      1301.861  (meters)    4271.19   (feet)  ADJUSTED  
 SS0087  ___________________________________________________________________
 SS0087  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0087  DYNAMIC HT  -        1301.676 (meters)    4270.58  (feet)  COMP
 SS0087  MODELED GRAV-     980,425.3   (mgal)                       NAVD 88
 SS0087
 SS0087  VERT ORDER  -  FIRST     CLASS II
 SS0087
 SS0087.The horizontal coordinates were scaled from a topographic map and have
 SS0087.an estimated accuracy of +/- 6 seconds.
 SS0087
 SS0087.The orthometric height was determined by differential leveling
 SS0087.and adjusted by the National Geodetic Survey in June 1991..
 SS0087
 SS0087.The geoid height was determined by GEOID03.
 SS0087
 SS0087.The dynamic height is computed by dividing the NAVD 88
 SS0087.geopotential number by the normal gravity value computed on the
 SS0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0087.degrees latitude (g = 980.6199 gals.).
 SS0087
 SS0087.The modeled gravity was interpolated from observed gravity values.
 SS0087
 SS0087;                    North         East    Units  Estimated Accuracy
 SS0087;SPC MT       -   321,380.      546,110.      MT  (+/- 180 meters Scaled)
 SS0087
 SS0087                          SUPERSEDED SURVEY CONTROL
 SS0087
 SS0087  NGVD 29 (??/??/92) 1300.934  (m)         4268.15   (f) ADJ UNCH    1 2
 SS0087
 SS0087.Superseded values are not recommended for survey control.
 SS0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0087.See file dsdata.txt to determine how the superseded data were derived.
 SS0087
 SS0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT598210(NAD 83)
 SS0087_MARKER: DB = BENCH MARK DISK
 SS0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0087_SP_SET: ABUTMENT
 SS0087_STAMPING: C 167 1961
 SS0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0087
 SS0087  HISTORY     - Date     Condition        Report By
 SS0087  HISTORY     - 1961     MONUMENTED       CGS
 SS0087
 SS0087                          STATION DESCRIPTION
 SS0087
 SS0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0087'1.0 MI SE FROM STANFORD.
 SS0087'ABOUT 1.0 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0087'STATION AT STANFORD, IN SECTION 21, T 16 N, R 12 E, 3 POLES SOUTHEAST
 SS0087'OF MILEPOST 153, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE
 SS0087'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF A
 SS0087'BRIDGE OVER A CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0379 ***********************************************************************
 SR0379  DESIGNATION -  C 168
 SR0379  PID         -  SR0379
 SR0379  STATE/COUNTY-  MT/FERGUS
 SR0379  USGS QUAD   -  HILGER (1985)
 SR0379
 SR0379                         *CURRENT SURVEY CONTROL
 SR0379  ___________________________________________________________________
 SR0379* NAD 83(1986)-  47 15 12.     (N)    109 21 46.     (W)     SCALED    
 SR0379* NAVD 88     -      1238.132  (meters)    4062.10   (feet)  ADJUSTED  
 SR0379  ___________________________________________________________________
 SR0379  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 SR0379  DYNAMIC HT  -        1238.004 (meters)    4061.68  (feet)  COMP
 SR0379  MODELED GRAV-     980,466.1   (mgal)                       NAVD 88
 SR0379
 SR0379  VERT ORDER  -  FIRST     CLASS II
 SR0379
 SR0379.The horizontal coordinates were scaled from a topographic map and have
 SR0379.an estimated accuracy of +/- 6 seconds.
 SR0379
 SR0379.The orthometric height was determined by differential leveling
 SR0379.and adjusted by the National Geodetic Survey in June 1991..
 SR0379
 SR0379.The geoid height was determined by GEOID03.
 SR0379
 SR0379.The dynamic height is computed by dividing the NAVD 88
 SR0379.geopotential number by the normal gravity value computed on the
 SR0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0379.degrees latitude (g = 980.6199 gals.).
 SR0379
 SR0379.The modeled gravity was interpolated from observed gravity values.
 SR0379
 SR0379;                    North         East    Units  Estimated Accuracy
 SR0379;SPC MT       -   333,730.      610,380.      MT  (+/- 180 meters Scaled)
 SR0379
 SR0379                          SUPERSEDED SURVEY CONTROL
 SR0379
 SR0379  NGVD 29 (??/??/92) 1237.248  (m)         4059.20   (f) ADJ UNCH    1 2
 SR0379
 SR0379.Superseded values are not recommended for survey control.
 SR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0379.See file dsdata.txt to determine how the superseded data were derived.
 SR0379
 SR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT238346(NAD 83)
 SR0379_MARKER: DB = BENCH MARK DISK
 SR0379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0379_SP_SET: 20 FT
 SR0379_STAMPING: C 168 1961
 SR0379_PROJECTION: PROJECTING 1 CENTIMETERS
 SR0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0379_ROD/PIPE-DEPTH: 6.1  meters
 SR0379
 SR0379  HISTORY     - Date     Condition        Report By
 SR0379  HISTORY     - 1961     MONUMENTED       CGS
 SR0379  HISTORY     - 1980     GOOD             NGS
 SR0379
 SR0379                          STATION DESCRIPTION
 SR0379
 SR0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0379'0.15 MI SW FROM HILGER.
 SR0379'ABOUT 0.15 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0379'PACIFIC RAILROAD FROM THE STATION AT HILGER, IN SECTION 12, T 17 N, R
 SR0379'18 E, 142 FEET NORTHWEST OF AND ACROSS THE TRACK FROM MILEPOST 17, 107
 SR0379'FEET NORTHWEST OF THE NORTHWEST RAIL, 167 FEET NORTH OF THE NORTHWEST
 SR0379'END OF THE MORE NORTHEASTERLY OF TWO 48-INCH TUBULAR CULVERTS, 104
 SR0379'FEET SOUTHEAST OF A FENCE, 9 FEET SOUTHWEST OF A POWER POLE, 1.2 FEET
 SR0379'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK
 SR0379'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 SR0379'OF 20 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
 SR0379
 SR0379                          STATION RECOVERY (1980)
 SR0379
 SR0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0379'0.2 KM (0.15 MI) SOUTHWEST AND ACROSS THE RAILROAD TRACK FROM THE
 SR0379'POST OFFICE IN HILGER, IN A HAY FIELD, 95.1 METERS (312.0 FT)
 SR0379'WEST OF THE CENTERLINE OF THE HIGHWAY, 32.6 METERS (107.0 FT)
 SR0379'NORTHWEST OF THE CENTER OF THE OLD RAILROAD BED, 31.7 METERS
 SR0379'(104.0 FT) SOUTHEAST OF A FENCE, 2.7 METERS (9.0 FT) SOUTHWEST OF A
 SR0379'UTILITY POLE, AND 9.6 METERS (31.5 FT) WEST OF A FENCE.
 SR0379'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 SR0379'THE MARK IS ABOVE LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0566 ***********************************************************************
 SR0566  DESIGNATION -  C 169
 SR0566  PID         -  SR0566
 SR0566  STATE/COUNTY-  MT/JUDITH BASIN
 SR0566  USGS QUAD   -  KOLIN (1970)
 SR0566
 SR0566                         *CURRENT SURVEY CONTROL
 SR0566  ___________________________________________________________________
 SR0566* NAD 83(1986)-  47 03 54.     (N)    109 51 50.     (W)     SCALED    
 SR0566* NAVD 88     -      1249.733  (meters)    4100.17   (feet)  ADJUSTED  
 SR0566  ___________________________________________________________________
 SR0566  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 SR0566  DYNAMIC HT  -        1249.556 (meters)    4099.59  (feet)  COMP
 SR0566  MODELED GRAV-     980,427.7   (mgal)                       NAVD 88
 SR0566
 SR0566  VERT ORDER  -  FIRST     CLASS II
 SR0566
 SR0566.The horizontal coordinates were scaled from a topographic map and have
 SR0566.an estimated accuracy of +/- 6 seconds.
 SR0566
 SR0566.The orthometric height was determined by differential leveling
 SR0566.and adjusted by the National Geodetic Survey in June 1991..
 SR0566
 SR0566.The geoid height was determined by GEOID03.
 SR0566
 SR0566.The dynamic height is computed by dividing the NAVD 88
 SR0566.geopotential number by the normal gravity value computed on the
 SR0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0566.degrees latitude (g = 980.6199 gals.).
 SR0566
 SR0566.The modeled gravity was interpolated from observed gravity values.
 SR0566
 SR0566;                    North         East    Units  Estimated Accuracy
 SR0566;SPC MT       -   312,860.      572,380.      MT  (+/- 180 meters Scaled)
 SR0566
 SR0566                          SUPERSEDED SURVEY CONTROL
 SR0566
 SR0566  NGVD 29 (??/??/92) 1248.807  (m)         4097.13   (f) ADJ UNCH    1 2
 SR0566
 SR0566.Superseded values are not recommended for survey control.
 SR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0566.See file dsdata.txt to determine how the superseded data were derived.
 SR0566
 SR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT862130(NAD 83)
 SR0566_MARKER: DB = BENCH MARK DISK
 SR0566_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0566_SP_SET: 12 FT.
 SR0566_STAMPING: C 169 1961
 SR0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0566
 SR0566  HISTORY     - Date     Condition        Report By
 SR0566  HISTORY     - 1961     MONUMENTED       CGS
 SR0566
 SR0566                          STATION DESCRIPTION
 SR0566
 SR0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0566'2.1 MI NE FROM MOCCASIN.
 SR0566'ABOUT 2.1 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0566'STATION AT MOCCASIN, IN SECTION 18, T 15 N, R 15 E, 8 POLES NORTHEAST
 SR0566'OF A PRIVATE ROAD CROSSING, 2 POLES NORTHEAST OF MILEPOST 2, 40 FEET
 SR0566'NORTHWEST OF THE NORTHWEST RAIL, 33 FEET SOUTHEAST OF A FENCE, 2 1/2
 SR0566'FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A METAL
 SR0566'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE
 SR0566'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12
 SR0566'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0555 ***********************************************************************
 SR0555  DESIGNATION -  C 170
 SR0555  PID         -  SR0555
 SR0555  STATE/COUNTY-  MT/FERGUS
 SR0555  USGS QUAD   -  LEWISTOWN (1985)
 SR0555
 SR0555                         *CURRENT SURVEY CONTROL
 SR0555  ___________________________________________________________________
 SR0555* NAD 83(1986)-  47 02 08.     (N)    109 23 26.     (W)     SCALED    
 SR0555* NAVD 88     -      1235.530  (meters)    4053.57   (feet)  ADJUSTED  
 SR0555  ___________________________________________________________________
 SR0555  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 SR0555  DYNAMIC HT  -        1235.370 (meters)    4053.04  (feet)  COMP
 SR0555  MODELED GRAV-     980,440.6   (mgal)                       NAVD 88
 SR0555
 SR0555  VERT ORDER  -  SECOND    CLASS 0
 SR0555
 SR0555.The horizontal coordinates were scaled from a topographic map and have
 SR0555.an estimated accuracy of +/- 6 seconds.
 SR0555
 SR0555.The orthometric height was determined by differential leveling
 SR0555.and adjusted by the National Geodetic Survey in June 1991..
 SR0555
 SR0555.The geoid height was determined by GEOID03.
 SR0555
 SR0555.The dynamic height is computed by dividing the NAVD 88
 SR0555.geopotential number by the normal gravity value computed on the
 SR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0555.degrees latitude (g = 980.6199 gals.).
 SR0555
 SR0555.The modeled gravity was interpolated from observed gravity values.
 SR0555
 SR0555;                    North         East    Units  Estimated Accuracy
 SR0555;SPC MT       -   309,530.      608,310.      MT  (+/- 180 meters Scaled)
 SR0555
 SR0555                          SUPERSEDED SURVEY CONTROL
 SR0555
 SR0555  NGVD 29 (??/??/92) 1234.647  (m)         4050.67   (f) ADJ UNCH    2 0
 SR0555
 SR0555.Superseded values are not recommended for survey control.
 SR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0555.See file dsdata.txt to determine how the superseded data were derived.
 SR0555
 SR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT222103(NAD 83)
 SR0555_MARKER: DB = BENCH MARK DISK
 SR0555_SETTING: 66 = SET IN ROCK OUTCROP
 SR0555_SP_SET: OUTCROP
 SR0555_STAMPING: C 170 1961
 SR0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0555+STABILITY: POSITION/ELEVATION WELL
 SR0555
 SR0555  HISTORY     - Date     Condition        Report By
 SR0555  HISTORY     - 1961     MONUMENTED       CGS
 SR0555
 SR0555                          STATION DESCRIPTION
 SR0555
 SR0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0555'3.5 MI SE FROM LEWISTOWN.
 SR0555'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0555'STATION AT LEWISTOWN, THENCE 3.3 MILES SOUTHEAST ALONG THE CHICAGO,
 SR0555'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, IN SECTION 25, T 15 N, R 18
 SR0555'E, 392 FEET NORTH-NORTHEAST OF THE CENTER OF A ROAD CROSSING, 370 FEET
 SR0555'NORTH OF THE NORTH RAIL, SET IN THE TOP OF A LARGE ROCK OUTCROP WHICH
 SR0555'PROJECTS 3 1/2 FEET ON THE SOUTH SIDE, 128 FEET EAST-NORTHEAST OF A
 SR0555'BRACED POWER POLE, 118 FEET EAST OF THE EXTENDED CENTER LINE OF A DIRT
 SR0555'ROAD WHICH CROSSES OVER THE TRACK, 99 FEET NORTH OF THE CENTER LINE OF
 SR0555'A PAVED ROAD, 48 FEET SOUTH OF A LONE 32-INCH PINE TREE WHICH IS IN
 SR0555'THE CREVICE OF A ROCK, 26 FEET NORTH OF A FENCE, AND ABOUT 50 FEET
 SR0555'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0452 ***********************************************************************
 SR0452  DESIGNATION -  C 171
 SR0452  PID         -  SR0452
 SR0452  STATE/COUNTY-  MT/FERGUS
 SR0452  USGS QUAD   -  ARMELLS (1985)
 SR0452
 SR0452                         *CURRENT SURVEY CONTROL
 SR0452  ___________________________________________________________________
 SR0452* NAD 83(1986)-  47 18 25.     (N)    109 10 49.     (W)     SCALED    
 SR0452* NAVD 88     -      1167.611  (meters)    3830.74   (feet)  ADJUSTED  
 SR0452  ___________________________________________________________________
 SR0452  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SR0452  DYNAMIC HT  -        1167.517 (meters)    3830.43  (feet)  COMP
 SR0452  MODELED GRAV-     980,491.5   (mgal)                       NAVD 88
 SR0452
 SR0452  VERT ORDER  -  FIRST     CLASS II
 SR0452
 SR0452.The horizontal coordinates were scaled from a topographic map and have
 SR0452.an estimated accuracy of +/- 6 seconds.
 SR0452
 SR0452.The orthometric height was determined by differential leveling
 SR0452.and adjusted by the National Geodetic Survey in June 1991..
 SR0452
 SR0452.The geoid height was determined by GEOID03.
 SR0452
 SR0452.The dynamic height is computed by dividing the NAVD 88
 SR0452.geopotential number by the normal gravity value computed on the
 SR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0452.degrees latitude (g = 980.6199 gals.).
 SR0452
 SR0452.The modeled gravity was interpolated from observed gravity values.
 SR0452
 SR0452;                    North         East    Units  Estimated Accuracy
 SR0452;SPC MT       -   339,730.      624,160.      MT  (+/- 180 meters Scaled)
 SR0452
 SR0452                          SUPERSEDED SURVEY CONTROL
 SR0452
 SR0452  NGVD 29 (??/??/92) 1166.774  (m)         3827.99   (f) ADJ UNCH    1 2
 SR0452
 SR0452.Superseded values are not recommended for survey control.
 SR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0452.See file dsdata.txt to determine how the superseded data were derived.
 SR0452
 SR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT375408(NAD 83)
 SR0452_MARKER: DB = BENCH MARK DISK
 SR0452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0452_SP_SET: 16 FT.
 SR0452_STAMPING: C 171 1961
 SR0452_PROJECTION: FLUSH
 SR0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0452_ROD/PIPE-DEPTH: 4.9  meters
 SR0452
 SR0452  HISTORY     - Date     Condition        Report By
 SR0452  HISTORY     - 1961     MONUMENTED       CGS
 SR0452  HISTORY     - 1979     GOOD             USGS
 SR0452  HISTORY     - 1980     GOOD             NGS
 SR0452
 SR0452                          STATION DESCRIPTION
 SR0452
 SR0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0452'1.4 MI SE FROM ARMELLS.
 SR0452'ABOUT 1.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0452'PACIFIC RAILROAD FROM THE STATION SIGN AT ARMELLS, IN SECTION 21, T 18
 SR0452'N, R 20 E, ABOUT 0.1 MILE EAST OF AND ACROSS THE TRACK FROM MILEPOST
 SR0452'31, 114 FEET EAST OF THE EAST RAIL, 123 FEET EAST OF THE CENTER OF THE
 SR0452'CROSSING OF STATE HIGHWAY 19, 80 FEET SOUTHEAST OF THE CENTER LINE OF
 SR0452'THE HIGHWAY, 71 FEET NORTHEAST OF A CORNER FENCE POST, 39 FEET
 SR0452'SOUTHWEST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A FENCE, 2.0 FEET
 SR0452'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SR0452'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0452'DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SR0452'PROJECTS 6 INCHES.
 SR0452
 SR0452                          STATION RECOVERY (1979)
 SR0452
 SR0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0452'ABOUT 1.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0452'PACIFIC RR GRADE FROM THE ARMELLS STOCKPENS, IN SECTION 21, T 18N, R
 SR0452'20E, 123 FEET EAST OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 191,
 SR0452'80 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 116 FEET EAST OF
 SR0452'THE CENTERLINE OF THE RR GRADE, 71 FEET NORTHEAST OF A CORNER FENCE
 SR0452'POST, 39 FEET SOUTHEAST OF A POWER POLE, 1.5 FEET NORTHWEST OF A
 SR0452'FENCE, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 SR0452'LEVEL OF THE HIGHWAY, ENCASED IN A 6 INCH TILE PROJECTING 6 INCHES.
 SR0452
 SR0452                          STATION RECOVERY (1980)
 SR0452
 SR0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0452'15.5 KM (9.65 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE POST
 SR0452'OFFICE IN HILGER, 0.6 KM (0.4 MI) NORTHEAST OF MILE POST 24,
 SR0452'34.7 METERS (114.0 FT) NORTHEAST OF THE CENTER OF AN
 SR0452'OLD RAILROAD GRADE, 24.4 METERS (80.0 FT) SOUTHEAST OF THE CENTERLINE
 SR0452'OF THE HIGHWAY, 21.6 METERS (71.0 FT) NORTHEAST OF A FENCE CORNER,
 SR0452'11.9 METERS (39.0 FT) SOUTHWEST OF A UTILITY POLE, AND 0.5 METER,
 SR0452'(1.5 FT) NORTHWEST OF A FENCE.
 SR0452'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 SR0452'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0152 ***********************************************************************
 SR0152  DESIGNATION -  C 172
 SR0152  PID         -  SR0152
 SR0152  STATE/COUNTY-  MT/FERGUS
 SR0152  USGS QUAD   -  GRASS RANGE (1986)
 SR0152
 SR0152                         *CURRENT SURVEY CONTROL
 SR0152  ___________________________________________________________________
 SR0152* NAD 83(1986)-  47 04 10.     (N)    108 47 50.     (W)     SCALED    
 SR0152* NAVD 88     -      1039.012  (meters)    3408.83   (feet)  ADJUSTED  
 SR0152  ___________________________________________________________________
 SR0152  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SR0152  DYNAMIC HT  -        1038.933 (meters)    3408.57  (feet)  COMP
 SR0152  MODELED GRAV-     980,500.6   (mgal)                       NAVD 88
 SR0152
 SR0152  VERT ORDER  -  SECOND    CLASS 0
 SR0152
 SR0152.The horizontal coordinates were scaled from a topographic map and have
 SR0152.an estimated accuracy of +/- 6 seconds.
 SR0152
 SR0152.The orthometric height was determined by differential leveling
 SR0152.and adjusted by the National Geodetic Survey in June 1991..
 SR0152
 SR0152.The geoid height was determined by GEOID03.
 SR0152
 SR0152.The dynamic height is computed by dividing the NAVD 88
 SR0152.geopotential number by the normal gravity value computed on the
 SR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0152.degrees latitude (g = 980.6199 gals.).
 SR0152
 SR0152.The modeled gravity was interpolated from observed gravity values.
 SR0152
 SR0152;                    North         East    Units  Estimated Accuracy
 SR0152;SPC MT       -   313,530.      653,350.      MT  (+/- 180 meters Scaled)
 SR0152
 SR0152                          SUPERSEDED SURVEY CONTROL
 SR0152
 SR0152  NGVD 29 (??/??/92) 1038.228  (m)         3406.25   (f) ADJ UNCH    2 0
 SR0152
 SR0152.Superseded values are not recommended for survey control.
 SR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0152.See file dsdata.txt to determine how the superseded data were derived.
 SR0152
 SR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT672152(NAD 83)
 SR0152_MARKER: DB = BENCH MARK DISK
 SR0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0152_STAMPING: C 172 1961
 SR0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0152+STABILITY: SURFACE MOTION
 SR0152
 SR0152  HISTORY     - Date     Condition        Report By
 SR0152  HISTORY     - 1961     MONUMENTED       CGS
 SR0152
 SR0152                          STATION DESCRIPTION
 SR0152
 SR0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0152'3.5 MI N FROM GRASS RANGE.
 SR0152'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0152'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.3 MILE WEST
 SR0152'ALONG STATE HIGHWAY 20, THENCE 2.35 MILES NORTH ALONG A GRADED DIRT
 SR0152'ROAD, IN SECTION 22, T 15 N, R 23 E, 146 YARDS SOUTHEAST OF THE CENTER
 SR0152'LINE OF THE ROAD AT A LONG CURVE, 100 FEET EAST OF THE CENTER LINE OF
 SR0152'STATE HIGHWAY 19, 31 FEET SOUTHEAST OF A POWER POLE BRACED BY 2 GUY
 SR0152'WIRES, 28 1/2 FEET NORTH OF THE CENTER OF A GATE, 1 1/2 FEET WEST OF A
 SR0152'FENCE, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 SR0152'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0194 ***********************************************************************
 SR0194  DESIGNATION -  C 173
 SR0194  PID         -  SR0194
 SR0194  STATE/COUNTY-  MT/FERGUS
 SR0194  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0194
 SR0194                         *CURRENT SURVEY CONTROL
 SR0194  ___________________________________________________________________
 SR0194* NAD 83(1986)-  47 24 03.     (N)    108 45 06.     (W)     SCALED    
 SR0194* NAVD 88     -       931.280  (meters)    3055.37   (feet)  ADJUSTED  
 SR0194  ___________________________________________________________________
 SR0194  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 SR0194  DYNAMIC HT  -         931.261 (meters)    3055.31  (feet)  COMP
 SR0194  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 SR0194
 SR0194  VERT ORDER  -  FIRST     CLASS II
 SR0194
 SR0194.The horizontal coordinates were scaled from a topographic map and have
 SR0194.an estimated accuracy of +/- 6 seconds.
 SR0194
 SR0194.The orthometric height was determined by differential leveling
 SR0194.and adjusted by the National Geodetic Survey in June 1991..
 SR0194
 SR0194.The geoid height was determined by GEOID03.
 SR0194
 SR0194.The dynamic height is computed by dividing the NAVD 88
 SR0194.geopotential number by the normal gravity value computed on the
 SR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0194.degrees latitude (g = 980.6199 gals.).
 SR0194
 SR0194.The modeled gravity was interpolated from observed gravity values.
 SR0194
 SR0194;                    North         East    Units  Estimated Accuracy
 SR0194;SPC MT       -   350,380.      656,450.      MT  (+/- 180 meters Scaled)
 SR0194
 SR0194                          SUPERSEDED SURVEY CONTROL
 SR0194
 SR0194  NGVD 29 (??/??/92)  930.504  (m)         3052.83   (f) ADJ UNCH    1 2
 SR0194
 SR0194.Superseded values are not recommended for survey control.
 SR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0194.See file dsdata.txt to determine how the superseded data were derived.
 SR0194
 SR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT696521(NAD 83)
 SR0194_MARKER: DB = BENCH MARK DISK
 SR0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0194_STAMPING: C 173 1961
 SR0194_PROJECTION: PROJECTING 15 CENTIMETERS
 SR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0194+STABILITY: SURFACE MOTION
 SR0194
 SR0194  HISTORY     - Date     Condition        Report By
 SR0194  HISTORY     - 1961     MONUMENTED       CGS
 SR0194  HISTORY     - 1980     GOOD             NGS
 SR0194
 SR0194                          STATION DESCRIPTION
 SR0194
 SR0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0194'12.1 MI NE FROM ROY.
 SR0194'ABOUT 7.6 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0194'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 4.5
 SR0194'MILES NORTHEAST ALONG STATE HIGHWAY 19, IN SECTION 23, T 19 N, R 23 E,
 SR0194'0.5 MILE NORTH OF A JUNCTION OF HIGHWAY 19 AND AN ABANDONED GRAVELED
 SR0194'ROAD, 0.2 MILE EAST OF A GROUP OF ABANDONED FARM BUILDINGS, 78 FEET
 SR0194'WEST OF THE CENTER LINE OF THE HIGHWAY, 144 FEET SOUTHWEST OF THE
 SR0194'CENTER OF THE INTERSECTION OF STATE HIGHWAY 19 WITH A EAST-WEST TRACK
 SR0194'ROAD, 114 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 94 FEET NORTH
 SR0194'OF A POWER POLE, 89 FEET SOUTH OF A CORNER FENCE POST, 1 1/2 FEET EAST
 SR0194'OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 SR0194'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SR0194'PROJECTING 6 INCHES.
 SR0194
 SR0194                          STATION RECOVERY (1980)
 SR0194
 SR0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0194'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 SR0194'IN ROY THENCE 21.4 KM (13.3 MI) NORTHEAST ALONG U.S. HIGHWAY 191
 SR0194'0.2 KM (0.1 MI) SOUTH OF MILE POST 71, 34.7 METERS (114 FT)
 SR0194'SOUTH OF THE CENTER OF A TRACK ROAD, 28.7 METERS (94 FT) NORTH
 SR0194'OF A UTILITY POLE, 23.8 METERS (78 FT) WEST OF THE CENTERLINE OF
 SR0194'THE HIGHWAY AND 0.4 METER (1.5 FT) EAST OF A FENCE.
 SR0194'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 SR0194'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0520 ***********************************************************************
 SR0520  DESIGNATION -  C 174
 SR0520  PID         -  SR0520
 SR0520  STATE/COUNTY-  MT/FERGUS
 SR0520  USGS QUAD   -  HILGER NW (1985)
 SR0520
 SR0520                         *CURRENT SURVEY CONTROL
 SR0520  ___________________________________________________________________
 SR0520* NAD 83(1986)-  47 24 27.     (N)    109 29 06.     (W)     SCALED    
 SR0520* NAVD 88     -      1072.555  (meters)    3518.87   (feet)  ADJUSTED  
 SR0520  ___________________________________________________________________
 SR0520  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 SR0520  DYNAMIC HT  -        1072.490 (meters)    3518.66  (feet)  COMP
 SR0520  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 SR0520
 SR0520  VERT ORDER  -  SECOND    CLASS 0
 SR0520
 SR0520.The horizontal coordinates were scaled from a topographic map and have
 SR0520.an estimated accuracy of +/- 6 seconds.
 SR0520
 SR0520.The orthometric height was determined by differential leveling
 SR0520.and adjusted by the National Geodetic Survey in June 1991..
 SR0520
 SR0520.The geoid height was determined by GEOID03.
 SR0520
 SR0520.The dynamic height is computed by dividing the NAVD 88
 SR0520.geopotential number by the normal gravity value computed on the
 SR0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0520.degrees latitude (g = 980.6199 gals.).
 SR0520
 SR0520.The modeled gravity was interpolated from observed gravity values.
 SR0520
 SR0520;                    North         East    Units  Estimated Accuracy
 SR0520;SPC MT       -   350,850.      601,130.      MT  (+/- 180 meters Scaled)
 SR0520
 SR0520                          SUPERSEDED SURVEY CONTROL
 SR0520
 SR0520  NGVD 29 (??/??/92) 1071.717  (m)         3516.12   (f) ADJ UNCH    2 0
 SR0520
 SR0520.Superseded values are not recommended for survey control.
 SR0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0520.See file dsdata.txt to determine how the superseded data were derived.
 SR0520
 SR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT142515(NAD 83)
 SR0520_MARKER: DB = BENCH MARK DISK
 SR0520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0520_SP_SET: 13.5 FT.
 SR0520_STAMPING: C 174 1961
 SR0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0520
 SR0520  HISTORY     - Date     Condition        Report By
 SR0520  HISTORY     - 1961     MONUMENTED       CGS
 SR0520
 SR0520                          STATION DESCRIPTION
 SR0520
 SR0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0520'12.6 MI SW FROM SUFFOLK.
 SR0520'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0520'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0520'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 6.05 MILES SOUTH
 SR0520'ALONG A GRAVELED ROAD, IN SECTION 19, T 19 N, R 18 E, 50 FEET WEST OF
 SR0520'THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER LINE OF A
 SR0520'TRAIL ROAD, 2 1/2 FEET EAST OF A FENCE, 1.5 FEET WEST OF A METAL
 SR0520'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, A DISK ON THE
 SR0520'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13
 SR0520'1/2 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0198 ***********************************************************************
 SS0198  DESIGNATION -  C 175
 SS0198  PID         -  SS0198
 SS0198  STATE/COUNTY-  MT/JUDITH BASIN
 SS0198  USGS QUAD   -  GEYSER (1979)
 SS0198
 SS0198                         *CURRENT SURVEY CONTROL
 SS0198  ___________________________________________________________________
 SS0198* NAD 83(1986)-  47 18 02.     (N)    110 28 55.     (W)     SCALED    
 SS0198* NAVD 88     -      1261.957  (meters)    4140.27   (feet)  ADJUSTED  
 SS0198  ___________________________________________________________________
 SS0198  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0198  DYNAMIC HT  -        1261.812 (meters)    4139.79  (feet)  COMP
 SS0198  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 SS0198
 SS0198  VERT ORDER  -  SECOND    CLASS 0
 SS0198
 SS0198.The horizontal coordinates were scaled from a topographic map and have
 SS0198.an estimated accuracy of +/- 6 seconds.
 SS0198
 SS0198.The orthometric height was determined by differential leveling
 SS0198.and adjusted by the National Geodetic Survey in June 1991..
 SS0198
 SS0198.The geoid height was determined by GEOID03.
 SS0198
 SS0198.The dynamic height is computed by dividing the NAVD 88
 SS0198.geopotential number by the normal gravity value computed on the
 SS0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0198.degrees latitude (g = 980.6199 gals.).
 SS0198
 SS0198.The modeled gravity was interpolated from observed gravity values.
 SS0198
 SS0198;                    North         East    Units  Estimated Accuracy
 SS0198;SPC MT       -   339,440.      525,780.      MT  (+/- 180 meters Scaled)
 SS0198
 SS0198                          SUPERSEDED SURVEY CONTROL
 SS0198
 SS0198  NGVD 29 (??/??/92) 1261.031  (m)         4137.23   (f) ADJ UNCH    2 0
 SS0198
 SS0198.Superseded values are not recommended for survey control.
 SS0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0198.See file dsdata.txt to determine how the superseded data were derived.
 SS0198
 SS0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT391386(NAD 83)
 SS0198_MARKER: DB = BENCH MARK DISK
 SS0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0198_STAMPING: C 175 1961
 SS0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0198+STABILITY: SURFACE MOTION
 SS0198
 SS0198  HISTORY     - Date     Condition        Report By
 SS0198  HISTORY     - 1961     MONUMENTED       CGS
 SS0198
 SS0198                          STATION DESCRIPTION
 SS0198
 SS0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0198'3.05 MI N FROM GEYSER.
 SS0198'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0198'AT GEYSER, THENCE 2.9 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0198'20, T 18 N, R 10 E, NEAR THE CREST OF A HILL AND 67 FEET WEST OF THE
 SS0198'CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A FENCE, 1.8 FEET WEST OF
 SS0198'A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND
 SS0198'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0459 ***********************************************************************
 RV0459  DESIGNATION -  C 176 RESET
 RV0459  PID         -  RV0459
 RV0459  STATE/COUNTY-  MT/FERGUS
 RV0459  USGS QUAD   -  MOORE (1970)
 RV0459
 RV0459                         *CURRENT SURVEY CONTROL
 RV0459  ___________________________________________________________________
 RV0459* NAD 83(1986)-  46 58 59.     (N)    109 43 27.     (W)     SCALED    
 RV0459* NAVD 88     -      1245.983  (meters)    4087.86   (feet)  ADJUSTED  
 RV0459  ___________________________________________________________________
 RV0459  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 RV0459  DYNAMIC HT  -        1245.798 (meters)    4087.26  (feet)  COMP
 RV0459  MODELED GRAV-     980,421.0   (mgal)                       NAVD 88
 RV0459  OBS GRAVITY -     980,421.1   (mgal)                       GRAV_OBS
 RV0459
 RV0459  VERT ORDER  -  FIRST     CLASS II
 RV0459
 RV0459.The horizontal coordinates were scaled from a topographic map and have
 RV0459.an estimated accuracy of +/- 6 seconds.
 RV0459
 RV0459.The orthometric height was determined by differential leveling
 RV0459.and adjusted by the National Geodetic Survey in June 1991..
 RV0459
 RV0459.The geoid height was determined by GEOID03.
 RV0459
 RV0459.The dynamic height is computed by dividing the NAVD 88
 RV0459.geopotential number by the normal gravity value computed on the
 RV0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0459.degrees latitude (g = 980.6199 gals.).
 RV0459
 RV0459.The modeled gravity was interpolated from observed gravity values.
 RV0459.The observed gravity was obtained from relative gravimeter ties
 RV0459.to the IGSN71 gravity network.
 RV0459
 RV0459;                    North         East    Units  Estimated Accuracy
 RV0459;SPC MT       -   303,720.      582,960.      MT  (+/- 180 meters Scaled)
 RV0459
 RV0459                          SUPERSEDED SURVEY CONTROL
 RV0459
 RV0459  NGVD 29 (??/??/??) 1245.07   (m)         4084.9    (f) RESET       3  
 RV0459
 RV0459.Superseded values are not recommended for survey control.
 RV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0459.See file dsdata.txt to determine how the superseded data were derived.
 RV0459
 RV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT970040(NAD 83)
 RV0459_MARKER: DB = BENCH MARK DISK
 RV0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0459_STAMPING: C 176 RESET 1970
 RV0459_PROJECTION: PROJECTING 1 CENTIMETERS
 RV0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0459+STABILITY: SURFACE MOTION
 RV0459
 RV0459  HISTORY     - Date     Condition        Report By
 RV0459  HISTORY     - 1970     MONUMENTED       NGS
 RV0459  HISTORY     - 1980     GOOD             NGS
 RV0459
 RV0459                          STATION DESCRIPTION
 RV0459
 RV0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RV0459'1.65 MI W FROM MOORE.
 RV0459'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 RV0459'IN MOORE, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 87, IN SECTION 8, T
 RV0459'14 N, R 16 E, 1.0 MILE EAST OF EDDIES CORNER, 80 FEET NORTH OF THE
 RV0459'CENTER OF U.S. HIGHWAY 87, 34 FEET WEST OF THE CENTER OF A GRAVEL
 RV0459'ROAD, ABOUT LEVEL WITH THE GRAVEL ROAD, ON THE NORTH EDGE OF THE
 RV0459'HIGHWAY RIGHT-OF-WAY AND 2 FEET WEST OF A METAL WITNESS POST, A
 RV0459'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 RV0459
 RV0459                          STATION RECOVERY (1980)
 RV0459
 RV0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0459'1.0 KM (0.6 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 RV0459'IN MOORE, THENCE 1.6 KM (1.0 MI) WEST ALONG U.S. HIGHWAYS 87 AND
 RV0459'191, 1.6 KM (1.0 MI) EAST OF EDDIES CORNER, AT A GRAVELED ROAD
 RV0459'LEADING NORTH, 24.4 METERS (80.0 FT) NORTH OF THE CENTERLINE OF
 RV0459'THE HIGHWAY, 10.4 METERS (34.0 FT) WEST OF THE CENTER OF THE GRAVELED
 RV0459'ROAD, AND 0.3 METERS (1.0 FT) SOUTH OF A FENCE.
 RV0459'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 RV0459'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0365 ***********************************************************************
 RV0365  DESIGNATION -  C 177
 RV0365  PID         -  RV0365
 RV0365  STATE/COUNTY-  MT/JUDITH BASIN
 RV0365  USGS QUAD   -  BUFFALO (1970)
 RV0365
 RV0365                         *CURRENT SURVEY CONTROL
 RV0365  ___________________________________________________________________
 RV0365* NAD 83(1986)-  46 52 03.     (N)    109 48 18.     (W)     SCALED    
 RV0365* NAVD 88     -      1277.793  (meters)    4192.23   (feet)  ADJUSTED  
 RV0365  ___________________________________________________________________
 RV0365  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 RV0365  DYNAMIC HT  -        1277.573 (meters)    4191.50  (feet)  COMP
 RV0365  MODELED GRAV-     980,396.9   (mgal)                       NAVD 88
 RV0365
 RV0365  VERT ORDER  -  FIRST     CLASS II
 RV0365
 RV0365.The horizontal coordinates were scaled from a topographic map and have
 RV0365.an estimated accuracy of +/- 6 seconds.
 RV0365
 RV0365.The orthometric height was determined by differential leveling
 RV0365.and adjusted by the National Geodetic Survey in June 1991..
 RV0365
 RV0365.The geoid height was determined by GEOID03.
 RV0365
 RV0365.The dynamic height is computed by dividing the NAVD 88
 RV0365.geopotential number by the normal gravity value computed on the
 RV0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0365.degrees latitude (g = 980.6199 gals.).
 RV0365
 RV0365.The modeled gravity was interpolated from observed gravity values.
 RV0365
 RV0365;                    North         East    Units  Estimated Accuracy
 RV0365;SPC MT       -   290,900.      576,760.      MT  (+/- 180 meters Scaled)
 RV0365
 RV0365                          SUPERSEDED SURVEY CONTROL
 RV0365
 RV0365  NGVD 29 (??/??/92) 1276.856  (m)         4189.15   (f) ADJ UNCH    1 2
 RV0365
 RV0365.Superseded values are not recommended for survey control.
 RV0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0365.See file dsdata.txt to determine how the superseded data were derived.
 RV0365
 RV0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS910911(NAD 83)
 RV0365_MARKER: DB = BENCH MARK DISK
 RV0365_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0365_SP_SET: 22 FT.
 RV0365_STAMPING: C 177 1961
 RV0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0365
 RV0365  HISTORY     - Date     Condition        Report By
 RV0365  HISTORY     - 1961     MONUMENTED       CGS
 RV0365
 RV0365                          STATION DESCRIPTION
 RV0365
 RV0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0365'3.6 MI N FROM BUFFALO.
 RV0365'ABOUT 3.6 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0365'STATION SIGN AT BUFFALO, IN SECTION 22, T 13 N, R 15 E, 115 FEET
 RV0365'NORTHEAST OF MILEPOST 118, 100 FEET EAST OF THE EAST RAIL, 117 FEET
 RV0365'WEST OF THE CENTER LINE OF A ROAD, 147 FEET NORTH OF AN EAST-WEST
 RV0365'FENCE, 2 FEET EAST OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST,
 RV0365'ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP OF A
 RV0365'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 22 FEET AND IS
 RV0365'ENCASED IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0401 ***********************************************************************
 SS0401  DESIGNATION -  C 178
 SS0401  PID         -  SS0401
 SS0401  STATE/COUNTY-  MT/JUDITH BASIN
 SS0401  USGS QUAD   -  BYRNE CREEK (1995)
 SS0401
 SS0401                         *CURRENT SURVEY CONTROL
 SS0401  ___________________________________________________________________
 SS0401* NAD 83(1986)-  47 20 34.     (N)    110 33 50.     (W)     SCALED    
 SS0401* NAVD 88     -      1344.991  (meters)    4412.69   (feet)  ADJUSTED  
 SS0401  ___________________________________________________________________
 SS0401  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 SS0401  DYNAMIC HT  -        1344.801 (meters)    4412.07  (feet)  COMP
 SS0401  MODELED GRAV-     980,424.9   (mgal)                       NAVD 88
 SS0401
 SS0401  VERT ORDER  -  SECOND    CLASS 0
 SS0401
 SS0401.The horizontal coordinates were scaled from a topographic map and have
 SS0401.an estimated accuracy of +/- 6 seconds.
 SS0401
 SS0401.The orthometric height was determined by differential leveling
 SS0401.and adjusted by the National Geodetic Survey in June 1991..
 SS0401
 SS0401.The geoid height was determined by GEOID03.
 SS0401
 SS0401.The dynamic height is computed by dividing the NAVD 88
 SS0401.geopotential number by the normal gravity value computed on the
 SS0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0401.degrees latitude (g = 980.6199 gals.).
 SS0401
 SS0401.The modeled gravity was interpolated from observed gravity values.
 SS0401
 SS0401;                    North         East    Units  Estimated Accuracy
 SS0401;SPC MT       -   344,210.      519,650.      MT  (+/- 180 meters Scaled)
 SS0401
 SS0401                          SUPERSEDED SURVEY CONTROL
 SS0401
 SS0401  NGVD 29 (??/??/92) 1344.024  (m)         4409.52   (f) ADJ UNCH    2 0
 SS0401
 SS0401.Superseded values are not recommended for survey control.
 SS0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0401.See file dsdata.txt to determine how the superseded data were derived.
 SS0401
 SS0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT329433(NAD 83)
 SS0401_MARKER: DB = BENCH MARK DISK
 SS0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0401_STAMPING: C 178 1961
 SS0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0401+STABILITY: SURFACE MOTION
 SS0401
 SS0401  HISTORY     - Date     Condition        Report By
 SS0401  HISTORY     - 1961     MONUMENTED       CGS
 SS0401
 SS0401                          STATION DESCRIPTION
 SS0401
 SS0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0401'10.1 MI NW FROM GEYSER.
 SS0401'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0401'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0401'MILES WEST ALONG A DIRT ROAD, IN SECTION 10, T 18 N, R 9 E, 85 FEET
 SS0401'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 104 FEET SOUTH OF THE
 SS0401'DIRT ROAD LEADING EAST, 116 FEET SOUTHEAST OF THE INTERSECTION OF THE
 SS0401'CENTER LINES OF THE TWO ROADS, 71 FEET SOUTH OF A TELEPHONE POLE AND A
 SS0401'POWER POLE THAT ARE BRACED BY 2 GUY WIRES, 70 FEET SOUTH OF A FENCE
 SS0401'CORNER, 2 FEET WEST OF A NORTH-SOUTH FENCE, 1.2 FEET NORTH OF A METAL
 SS0401'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 SS0401'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0429 ***********************************************************************
 SS0429  DESIGNATION -  C 179
 SS0429  PID         -  SS0429
 SS0429  STATE/COUNTY-  MT/CASCADE
 SS0429  USGS QUAD   -  BELT (1982)
 SS0429
 SS0429                         *CURRENT SURVEY CONTROL
 SS0429  ___________________________________________________________________
 SS0429* NAD 83(1986)-  47 23 42.     (N)    110 52 35.     (W)     SCALED    
 SS0429* NAVD 88     -      1211.305  (meters)    3974.09   (feet)  ADJUSTED  
 SS0429  ___________________________________________________________________
 SS0429  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 SS0429  DYNAMIC HT  -        1211.211 (meters)    3973.78  (feet)  COMP
 SS0429  MODELED GRAV-     980,492.7   (mgal)                       NAVD 88
 SS0429
 SS0429  VERT ORDER  -  FIRST     CLASS II
 SS0429
 SS0429.The horizontal coordinates were scaled from a topographic map and have
 SS0429.an estimated accuracy of +/- 6 seconds.
 SS0429
 SS0429.The orthometric height was determined by differential leveling
 SS0429.and adjusted by the National Geodetic Survey in June 1991..
 SS0429
 SS0429.The geoid height was determined by GEOID03.
 SS0429
 SS0429.The dynamic height is computed by dividing the NAVD 88
 SS0429.geopotential number by the normal gravity value computed on the
 SS0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0429.degrees latitude (g = 980.6199 gals.).
 SS0429
 SS0429.The modeled gravity was interpolated from observed gravity values.
 SS0429
 SS0429;                    North         East    Units  Estimated Accuracy
 SS0429;SPC MT       -   350,380.      496,160.      MT  (+/- 180 meters Scaled)
 SS0429
 SS0429                          SUPERSEDED SURVEY CONTROL
 SS0429
 SS0429  NGVD 29 (??/??/92) 1210.385  (m)         3971.07   (f) ADJ UNCH    1 2
 SS0429
 SS0429.Superseded values are not recommended for survey control.
 SS0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0429.See file dsdata.txt to determine how the superseded data were derived.
 SS0429
 SS0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT093490(NAD 83)
 SS0429_MARKER: DB = BENCH MARK DISK
 SS0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0429_STAMPING: C 179 1961
 SS0429_PROJECTION: PROJECTING 8 CENTIMETERS
 SS0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0429+STABILITY: SURFACE MOTION
 SS0429
 SS0429  HISTORY     - Date     Condition        Report By
 SS0429  HISTORY     - 1961     MONUMENTED       CGS
 SS0429  HISTORY     - 1980     GOOD             NGS
 SS0429
 SS0429                          STATION DESCRIPTION
 SS0429
 SS0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0429'3.2 MI NE FROM BELT.
 SS0429'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0429'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0429'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.4 MILES NORTHEAST ALONG
 SS0429'A GRAVELED ROAD, IN SECTION 19, T 19 N, R 7 E, 55 FEET NORTH OF THE
 SS0429'CENTER LINE OF THE GRAVELED ROAD, 47 FEET EAST OF THE CENTER LINE OF A
 SS0429'ROAD LEADING NORTH, 89 FEET NORTHEAST OF THE CENTER OF THE
 SS0429'INTERSECTION OF THE ROADS, 2 FEET SOUTH OF A FENCE, 1.7 FEET NORTHEAST
 SS0429'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE
 SS0429'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SS0429
 SS0429                          STATION RECOVERY (1980)
 SS0429
 SS0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0429'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0429'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, THENCE 3.9
 SS0429'KM (2.4 MI) EAST ALONG A GRAVEL ROAD, AT A GRAVEL ROAD ON THE RIGHT,
 SS0429'16.8 METERS (55 FT) NORTH OF THE ROAD CENTER, 14.3 METERS (47 FT)
 SS0429'EAST OF THE ROAD CENTER AND 0.6 METER (2.0 FT) SOUTH OF A FENCE.
 SS0429'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SS0429'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0092 ***********************************************************************
 TH0092  DESIGNATION -  C 18
 TH0092  PID         -  TH0092
 TH0092  STATE/COUNTY-  MT/ROOSEVELT
 TH0092  USGS QUAD   -  CALAIS (1989)
 TH0092
 TH0092                         *CURRENT SURVEY CONTROL
 TH0092  ___________________________________________________________________
 TH0092* NAD 83(1986)-  48 08 45.     (N)    104 48 23.     (W)     SCALED    
 TH0092* NAVD 88     -       589.210  (meters)    1933.10   (feet)  ADJUSTED  
 TH0092  ___________________________________________________________________
 TH0092  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 TH0092  DYNAMIC HT  -         589.283 (meters)    1933.34  (feet)  COMP
 TH0092  MODELED GRAV-     980,715.8   (mgal)                       NAVD 88
 TH0092
 TH0092  VERT ORDER  -  FIRST     CLASS II
 TH0092
 TH0092.The horizontal coordinates were scaled from a topographic map and have
 TH0092.an estimated accuracy of +/- 6 seconds.
 TH0092
 TH0092.The orthometric height was determined by differential leveling
 TH0092.and adjusted by the National Geodetic Survey in June 1991..
 TH0092
 TH0092.The geoid height was determined by GEOID03.
 TH0092
 TH0092.The dynamic height is computed by dividing the NAVD 88
 TH0092.geopotential number by the normal gravity value computed on the
 TH0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0092.degrees latitude (g = 980.6199 gals.).
 TH0092
 TH0092.The modeled gravity was interpolated from observed gravity values.
 TH0092
 TH0092;                    North         East    Units  Estimated Accuracy
 TH0092;SPC MT       -   443,360.      948,920.      MT  (+/- 180 meters Scaled)
 TH0092
 TH0092                          SUPERSEDED SURVEY CONTROL
 TH0092
 TH0092  NGVD 29 (??/??/92)  588.670  (m)         1931.33   (f) ADJ UNCH    1 2
 TH0092
 TH0092.Superseded values are not recommended for survey control.
 TH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0092.See file dsdata.txt to determine how the superseded data were derived.
 TH0092
 TH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP144325(NAD 83)
 TH0092_MARKER: B = BOLT
 TH0092_SETTING: 66 = SET IN ROCK OUTCROP
 TH0092_SP_SET: STONE
 TH0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TH0092+STABILITY: POSITION/ELEVATION WELL
 TH0092
 TH0092  HISTORY     - Date     Condition        Report By
 TH0092  HISTORY     - UNK      MONUMENTED       CGS
 TH0092  HISTORY     - 1934     MARK NOT FOUND   NGS
 TH0092
 TH0092                          STATION DESCRIPTION
 TH0092
 TH0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0092'IN CALAIS.
 TH0092'AT CALAIS, ROOSEVELT COUNTY, 1/4 MILE EAST OF THE GREAT NORTHERN
 TH0092'RAILWAY STATION SIGN, AT CULVERT 236, AND IN THE TOP OF THE EAST END
 TH0092'OF THE TOP STONE.  A 3/8-INCH COPPER BOLT, FLANKED BY THE LETTERS U.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0111 ***********************************************************************
 SS0111  DESIGNATION -  C 180
 SS0111  PID         -  SS0111
 SS0111  STATE/COUNTY-  MT/JUDITH BASIN
 SS0111  USGS QUAD   -  BENCHLAND (1978)
 SS0111
 SS0111                         *CURRENT SURVEY CONTROL
 SS0111  ___________________________________________________________________
 SS0111* NAD 83(1986)-  47 01 33.     (N)    110 01 49.     (W)     SCALED    
 SS0111* NAVD 88     -      1343.179  (meters)    4406.75   (feet)  ADJUSTED  
 SS0111  ___________________________________________________________________
 SS0111  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 SS0111  DYNAMIC HT  -        1342.958 (meters)    4406.02  (feet)  COMP
 SS0111  MODELED GRAV-     980,401.8   (mgal)                       NAVD 88
 SS0111
 SS0111  VERT ORDER  -  SECOND    CLASS 0
 SS0111
 SS0111.The horizontal coordinates were scaled from a topographic map and have
 SS0111.an estimated accuracy of +/- 6 seconds.
 SS0111
 SS0111.The orthometric height was determined by differential leveling
 SS0111.and adjusted by the National Geodetic Survey in June 1991..
 SS0111
 SS0111.The geoid height was determined by GEOID03.
 SS0111
 SS0111.The dynamic height is computed by dividing the NAVD 88
 SS0111.geopotential number by the normal gravity value computed on the
 SS0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0111.degrees latitude (g = 980.6199 gals.).
 SS0111
 SS0111.The modeled gravity was interpolated from observed gravity values.
 SS0111
 SS0111;                    North         East    Units  Estimated Accuracy
 SS0111;SPC MT       -   308,580.      559,710.      MT  (+/- 180 meters Scaled)
 SS0111
 SS0111                          SUPERSEDED SURVEY CONTROL
 SS0111
 SS0111  NGVD 29 (??/??/92) 1342.232  (m)         4403.64   (f) ADJ UNCH    2 0
 SS0111
 SS0111.Superseded values are not recommended for survey control.
 SS0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0111.See file dsdata.txt to determine how the superseded data were derived.
 SS0111
 SS0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT736084(NAD 83)
 SS0111_MARKER: DB = BENCH MARK DISK
 SS0111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0111_SP_SET: 12 FT.
 SS0111_STAMPING: C 180 1961
 SS0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0111
 SS0111  HISTORY     - Date     Condition        Report By
 SS0111  HISTORY     - 1961     MONUMENTED       CGS
 SS0111  HISTORY     - 1973     GOOD             USGS
 SS0111
 SS0111                          STATION DESCRIPTION
 SS0111
 SS0111'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SS0111'4.25 MI SW FROM BENCHLAND.
 SS0111'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0111'RAILWAY STATION AT BENCHLAND, THENCE 3.65 MILES SOUTH ALONG A GRAVELED
 SS0111'ROAD, IN SECTION 36, T 15 N, R 13 E, 34 FEET EAST OF THE CENTER LINE
 SS0111'OF THE ROAD, 94 FEET SOUTH OF THE CENTER LINE OF A PRIVATE FIELD ROAD
 SS0111'LEADING EAST, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 SS0111'BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8 INCH COPPER
 SS0111'COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6
 SS0111'INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0114 ***********************************************************************
 SS0114  DESIGNATION -  C 181
 SS0114  PID         -  SS0114
 SS0114  STATE/COUNTY-  MT/JUDITH BASIN
 SS0114  USGS QUAD   -  WINDHAM (1979)
 SS0114
 SS0114                         *CURRENT SURVEY CONTROL
 SS0114  ___________________________________________________________________
 SS0114* NAD 83(1986)-  47 04 03.     (N)    110 09 17.     (W)     SCALED    
 SS0114* NAVD 88     -      1316.868  (meters)    4320.42   (feet)  ADJUSTED  
 SS0114  ___________________________________________________________________
 SS0114  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 SS0114  DYNAMIC HT  -        1316.662 (meters)    4319.75  (feet)  COMP
 SS0114  MODELED GRAV-     980,410.7   (mgal)                       NAVD 88
 SS0114
 SS0114  VERT ORDER  -  SECOND    CLASS 0
 SS0114
 SS0114.The horizontal coordinates were scaled from a topographic map and have
 SS0114.an estimated accuracy of +/- 6 seconds.
 SS0114
 SS0114.The orthometric height was determined by differential leveling
 SS0114.and adjusted by the National Geodetic Survey in June 1991..
 SS0114
 SS0114.The geoid height was determined by GEOID03.
 SS0114
 SS0114.The dynamic height is computed by dividing the NAVD 88
 SS0114.geopotential number by the normal gravity value computed on the
 SS0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0114.degrees latitude (g = 980.6199 gals.).
 SS0114
 SS0114.The modeled gravity was interpolated from observed gravity values.
 SS0114
 SS0114;                    North         East    Units  Estimated Accuracy
 SS0114;SPC MT       -   313,290.      550,300.      MT  (+/- 180 meters Scaled)
 SS0114
 SS0114                          SUPERSEDED SURVEY CONTROL
 SS0114
 SS0114  NGVD 29 (??/??/92) 1315.932  (m)         4317.35   (f) ADJ UNCH    2 0
 SS0114
 SS0114.Superseded values are not recommended for survey control.
 SS0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0114.See file dsdata.txt to determine how the superseded data were derived.
 SS0114
 SS0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT641130(NAD 83)
 SS0114_MARKER: DB = BENCH MARK DISK
 SS0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0114_STAMPING: C 181 1961
 SS0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0114+STABILITY: SURFACE MOTION
 SS0114
 SS0114  HISTORY     - Date     Condition        Report By
 SS0114  HISTORY     - 1961     MONUMENTED       CGS
 SS0114
 SS0114                          STATION DESCRIPTION
 SS0114
 SS0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0114'0.9 MI SW FROM WINDHAM.
 SS0114'ABOUT 0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0114'RAILWAY STATION AT WINDHAM, IN SECTION 13, T 15 N, R 12 E, 0.15 MILE
 SS0114'SOUTHWEST OF THE INTERSECTION OF THE GRAVELED ROAD AND AN EAST-WEST
 SS0114'ROAD, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 7
 SS0114'FEET SOUTHWEST OF A POWER POLE, 2 FEET NORTHWEST OF A FENCE, 1.5 FEET
 SS0114'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SS0114'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0289 ***********************************************************************
 SS0289  DESIGNATION -  C 182
 SS0289  PID         -  SS0289
 SS0289  STATE/COUNTY-  MT/JUDITH BASIN
 SS0289  USGS QUAD   -  BENCHLAND (1978)
 SS0289
 SS0289                         *CURRENT SURVEY CONTROL
 SS0289  ___________________________________________________________________
 SS0289* NAD 83(1986)-  47 07 06.     (N)    110 00 36.     (W)     SCALED    
 SS0289* NAVD 88     -      1279.047  (meters)    4196.34   (feet)  ADJUSTED  
 SS0289  ___________________________________________________________________
 SS0289  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 SS0289  DYNAMIC HT  -        1278.869 (meters)    4195.76  (feet)  COMP
 SS0289  MODELED GRAV-     980,429.5   (mgal)                       NAVD 88
 SS0289
 SS0289  VERT ORDER  -  SECOND    CLASS 0
 SS0289
 SS0289.The horizontal coordinates were scaled from a topographic map and have
 SS0289.an estimated accuracy of +/- 6 seconds.
 SS0289
 SS0289.The orthometric height was determined by differential leveling
 SS0289.and adjusted by the National Geodetic Survey in June 1991..
 SS0289
 SS0289.The geoid height was determined by GEOID03.
 SS0289
 SS0289.The dynamic height is computed by dividing the NAVD 88
 SS0289.geopotential number by the normal gravity value computed on the
 SS0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0289.degrees latitude (g = 980.6199 gals.).
 SS0289
 SS0289.The modeled gravity was interpolated from observed gravity values.
 SS0289
 SS0289;                    North         East    Units  Estimated Accuracy
 SS0289;SPC MT       -   318,850.      561,320.      MT  (+/- 180 meters Scaled)
 SS0289
 SS0289                          SUPERSEDED SURVEY CONTROL
 SS0289
 SS0289  NGVD 29 (??/??/92) 1278.125  (m)         4193.32   (f) ADJ UNCH    2 0
 SS0289
 SS0289.Superseded values are not recommended for survey control.
 SS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0289.See file dsdata.txt to determine how the superseded data were derived.
 SS0289
 SS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT750187(NAD 83)
 SS0289_MARKER: DB = BENCH MARK DISK
 SS0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0289_STAMPING: C 182 1961
 SS0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0289+STABILITY: SURFACE MOTION
 SS0289
 SS0289  HISTORY     - Date     Condition        Report By
 SS0289  HISTORY     - 1961     MONUMENTED       CGS
 SS0289
 SS0289                          STATION DESCRIPTION
 SS0289
 SS0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0289'3.5 MI N FROM BENCHLAND.
 SS0289'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0289'AT BENCHLAND, THENCE 3.1 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0289'30, T 16 N, R 14 E, ON THE OUTSIDE OF A CURVE AND 77 FEET SOUTHEAST OF
 SS0289'THE CENTER LINE OF THE ROAD, 62 FEET NORTHEAST OF A POWER POLE, 65
 SS0289'FEET SOUTHWEST OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST,
 SS0289'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0510 ***********************************************************************
 SR0510  DESIGNATION -  C 183
 SR0510  PID         -  SR0510
 SR0510  STATE/COUNTY-  MT/FERGUS
 SR0510  USGS QUAD   -  HILGER NW (1985)
 SR0510
 SR0510                         *CURRENT SURVEY CONTROL
 SR0510  ___________________________________________________________________
 SR0510* NAD 83(1986)-  47 28 56.     (N)    109 24 59.     (W)     SCALED    
 SR0510* NAVD 88     -      1078.746  (meters)    3539.19   (feet)  ADJUSTED  
 SR0510  ___________________________________________________________________
 SR0510  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 SR0510  DYNAMIC HT  -        1078.687 (meters)    3538.99  (feet)  COMP
 SR0510  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 SR0510
 SR0510  VERT ORDER  -  SECOND    CLASS 0
 SR0510
 SR0510.The horizontal coordinates were scaled from a topographic map and have
 SR0510.an estimated accuracy of +/- 6 seconds.
 SR0510
 SR0510.The orthometric height was determined by differential leveling
 SR0510.and adjusted by the National Geodetic Survey in June 1991..
 SR0510
 SR0510.The geoid height was determined by GEOID03.
 SR0510
 SR0510.The dynamic height is computed by dividing the NAVD 88
 SR0510.geopotential number by the normal gravity value computed on the
 SR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0510.degrees latitude (g = 980.6199 gals.).
 SR0510
 SR0510.The modeled gravity was interpolated from observed gravity values.
 SR0510
 SR0510;                    North         East    Units  Estimated Accuracy
 SR0510;SPC MT       -   359,160.      606,300.      MT  (+/- 180 meters Scaled)
 SR0510
 SR0510                          SUPERSEDED SURVEY CONTROL
 SR0510
 SR0510  NGVD 29 (??/??/92) 1077.914  (m)         3536.46   (f) ADJ UNCH    2 0
 SR0510
 SR0510.Superseded values are not recommended for survey control.
 SR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0510.See file dsdata.txt to determine how the superseded data were derived.
 SR0510
 SR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT193599(NAD 83)
 SR0510_MARKER: DB = BENCH MARK DISK
 SR0510_SETTING: 66 = SET IN ROCK OUTCROP
 SR0510_SP_SET: OUTCROP
 SR0510_STAMPING: C 183 1961
 SR0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0510+STABILITY: POSITION/ELEVATION WELL
 SR0510
 SR0510  HISTORY     - Date     Condition        Report By
 SR0510  HISTORY     - 1961     MONUMENTED       CGS
 SR0510
 SR0510                          STATION DESCRIPTION
 SR0510
 SR0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0510'3.65 MI W FROM SUFFOLK.
 SR0510'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0510'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0510'THENCE 2.85 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 22, T 20 N, R
 SR0510'18 E, 0.35 MILE EAST OF A BARN AND A SMALL GROVE OF TREES, 0.15 MILE
 SR0510'WEST OF THE CREST OF A STEEP HILL, ON THE NORTHWEST SIDE OF THE HILL,
 SR0510'97 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 SR0510'NORTHWEST EDGE OF A ROCK OUTCROP PROJECTING 2 1/2 FEET, 79 FEET
 SR0510'SOUTHEAST OF THE CENTER OF A DRAW DRAINING TO THE SOUTHWEST, 60 FEET
 SR0510'NORTH OF A FENCE, 87 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT
 SR0510'25 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0609 ***********************************************************************
 SR0609  DESIGNATION -  C 184
 SR0609  PID         -  SR0609
 SR0609  STATE/COUNTY-  MT/FERGUS
 SR0609  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0609
 SR0609                         *CURRENT SURVEY CONTROL
 SR0609  ___________________________________________________________________
 SR0609* NAD 83(1986)-  47 29 35.     (N)    109 38 33.     (W)     SCALED    
 SR0609* NAVD 88     -      1052.347  (meters)    3452.58   (feet)  ADJUSTED  
 SR0609  ___________________________________________________________________
 SR0609  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 SR0609  DYNAMIC HT  -        1052.300 (meters)    3452.42  (feet)  COMP
 SR0609  MODELED GRAV-     980,531.2   (mgal)                       NAVD 88
 SR0609
 SR0609  VERT ORDER  -  SECOND    CLASS 0
 SR0609
 SR0609.The horizontal coordinates were scaled from a topographic map and have
 SR0609.an estimated accuracy of +/- 6 seconds.
 SR0609
 SR0609.The orthometric height was determined by differential leveling
 SR0609.and adjusted by the National Geodetic Survey in June 1991..
 SR0609
 SR0609.The geoid height was determined by GEOID03.
 SR0609
 SR0609.The dynamic height is computed by dividing the NAVD 88
 SR0609.geopotential number by the normal gravity value computed on the
 SR0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0609.degrees latitude (g = 980.6199 gals.).
 SR0609
 SR0609.The modeled gravity was interpolated from observed gravity values.
 SR0609
 SR0609;                    North         East    Units  Estimated Accuracy
 SR0609;SPC MT       -   360,370.      589,270.      MT  (+/- 180 meters Scaled)
 SR0609
 SR0609                          SUPERSEDED SURVEY CONTROL
 SR0609
 SR0609  NGVD 29 (??/??/92) 1051.509  (m)         3449.83   (f) ADJ UNCH    2 0
 SR0609
 SR0609.Superseded values are not recommended for survey control.
 SR0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0609.See file dsdata.txt to determine how the superseded data were derived.
 SR0609
 SR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT022608(NAD 83)
 SR0609_MARKER: DB = BENCH MARK DISK
 SR0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0609_STAMPING: C 184 1961
 SR0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0609+STABILITY: SURFACE MOTION
 SR0609
 SR0609  HISTORY     - Date     Condition        Report By
 SR0609  HISTORY     - 1961     MONUMENTED       CGS
 SR0609
 SR0609                          STATION DESCRIPTION
 SR0609
 SR0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0609'19.4 MI SW FROM WINIFRED.
 SR0609'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0609'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0609'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0609'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0609'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 5.25 MILES
 SR0609'SOUTH ALONG A GRAVELED ROAD, IN SECTION 23, T 20 N, R 16 E, 0.25 MILE
 SR0609'NORTHWEST OF A LARGE RAVINE, 0.15 MILE SOUTH OF A CATTLE GUARD ON THE
 SR0609'CREST OF A HILL, 54 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ON
 SR0609'THE CREST OF A HILL, 88 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A
 SR0609'FENCE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SR0609'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0697 ***********************************************************************
 SR0697  DESIGNATION -  C 185
 SR0697  PID         -  SR0697
 SR0697  STATE/COUNTY-  MT/FERGUS
 SR0697  USGS QUAD   -  SPRING CREEK JUNCTION (1970)
 SR0697
 SR0697                         *CURRENT SURVEY CONTROL
 SR0697  ___________________________________________________________________
 SR0697* NAD 83(1986)-  47 13 29.     (N)    109 31 31.     (W)     SCALED    
 SR0697* NAVD 88     -      1135.646  (meters)    3725.87   (feet)  ADJUSTED  
 SR0697  ___________________________________________________________________
 SR0697  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SR0697  DYNAMIC HT  -        1135.529 (meters)    3725.48  (feet)  COMP
 SR0697  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 SR0697
 SR0697  VERT ORDER  -  SECOND    CLASS 0
 SR0697
 SR0697.The horizontal coordinates were scaled from a topographic map and have
 SR0697.an estimated accuracy of +/- 6 seconds.
 SR0697
 SR0697.The orthometric height was determined by differential leveling
 SR0697.and adjusted by the National Geodetic Survey in June 1991..
 SR0697
 SR0697.The geoid height was determined by GEOID03.
 SR0697
 SR0697.The dynamic height is computed by dividing the NAVD 88
 SR0697.geopotential number by the normal gravity value computed on the
 SR0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0697.degrees latitude (g = 980.6199 gals.).
 SR0697
 SR0697.The modeled gravity was interpolated from observed gravity values.
 SR0697
 SR0697;                    North         East    Units  Estimated Accuracy
 SR0697;SPC MT       -   330,550.      598,090.      MT  (+/- 180 meters Scaled)
 SR0697
 SR0697                          SUPERSEDED SURVEY CONTROL
 SR0697
 SR0697  NGVD 29 (??/??/92) 1134.764  (m)         3722.97   (f) ADJ UNCH    2 0
 SR0697
 SR0697.Superseded values are not recommended for survey control.
 SR0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0697.See file dsdata.txt to determine how the superseded data were derived.
 SR0697
 SR0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT116311(NAD 83)
 SR0697_MARKER: DB = BENCH MARK DISK
 SR0697_SETTING: 66 = SET IN ROCK OUTCROP
 SR0697_SP_SET: OUTCROP
 SR0697_STAMPING: C 185 1961
 SR0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0697+STABILITY: POSITION/ELEVATION WELL
 SR0697
 SR0697  HISTORY     - Date     Condition        Report By
 SR0697  HISTORY     - 1961     MONUMENTED       CGS
 SR0697
 SR0697                          STATION DESCRIPTION
 SR0697
 SR0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0697'5.45 MI NW FROM BROOKS.
 SR0697'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0697'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0697'THENCE 5.2 MILES WEST ALONG A PAVED ROAD, IN SECTION 23, T 17 N, R 17
 SR0697'E, ON THE NORTH SLOPE OF A HILL, 139 YARDS WEST OF THE SOUTHWEST
 SR0697'CORNER OF A SMALL WOODEN BRIDGE, 71 FEET SOUTH OF THE CENTER LINE OF
 SR0697'THE ROAD, 43 FEET SOUTH OF A FENCE, SET IN THE TOP OF A ROCK OUTCROP
 SR0697'FLUSH WITH THE GROUND, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0175 ***********************************************************************
 SR0175  DESIGNATION -  C 186
 SR0175  PID         -  SR0175
 SR0175  STATE/COUNTY-  MT/FERGUS
 SR0175  USGS QUAD   -  FISH DAM (1986)
 SR0175
 SR0175                         *CURRENT SURVEY CONTROL
 SR0175  ___________________________________________________________________
 SR0175* NAD 83(1986)-  47 05 03.     (N)    108 56 24.     (W)     SCALED    
 SR0175* NAVD 88     -      1113.171  (meters)    3652.13   (feet)  ADJUSTED  
 SR0175  ___________________________________________________________________
 SR0175  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 SR0175  DYNAMIC HT  -        1113.070 (meters)    3651.80  (feet)  COMP
 SR0175  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 SR0175
 SR0175  VERT ORDER  -  SECOND    CLASS 0
 SR0175
 SR0175.The horizontal coordinates were scaled from a topographic map and have
 SR0175.an estimated accuracy of +/- 6 seconds.
 SR0175
 SR0175.The orthometric height was determined by differential leveling
 SR0175.and adjusted by the National Geodetic Survey in June 1991..
 SR0175
 SR0175.The geoid height was determined by GEOID03.
 SR0175
 SR0175.The dynamic height is computed by dividing the NAVD 88
 SR0175.geopotential number by the normal gravity value computed on the
 SR0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0175.degrees latitude (g = 980.6199 gals.).
 SR0175
 SR0175.The modeled gravity was interpolated from observed gravity values.
 SR0175
 SR0175;                    North         East    Units  Estimated Accuracy
 SR0175;SPC MT       -   315,080.      642,500.      MT  (+/- 180 meters Scaled)
 SR0175
 SR0175                          SUPERSEDED SURVEY CONTROL
 SR0175
 SR0175  NGVD 29 (??/??/92) 1112.359  (m)         3649.46   (f) ADJ UNCH    2 0
 SR0175
 SR0175.Superseded values are not recommended for survey control.
 SR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0175.See file dsdata.txt to determine how the superseded data were derived.
 SR0175
 SR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT563165(NAD 83)
 SR0175_MARKER: DB = BENCH MARK DISK
 SR0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0175_STAMPING: C 186 1961
 SR0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0175+STABILITY: SURFACE MOTION
 SR0175
 SR0175  HISTORY     - Date     Condition        Report By
 SR0175  HISTORY     - 1961     MONUMENTED       CGS
 SR0175
 SR0175                          STATION DESCRIPTION
 SR0175
 SR0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0175'25.9 MI NE FROM LEWISTOWN.
 SR0175'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0175'STATION AT LEWISTOWN, THENCE 22.25 MILES EAST ALONG U. S. HIGHWAY 87
 SR0175'AND STATE HIGHWAY 20, THENCE 3.45 MILES NORTHEAST ALONG A GRADED DIRT
 SR0175'ROAD, IN SECTION 4, T 15 N, R 22 E, 0.3 MILE WEST OF A SHARP CURVE IN
 SR0175'THE ROAD AND THE JUNCTION OF THE GRADED DIRT ROAD AND A PRIVATE ROAD
 SR0175'LEADING EAST, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 111 FEET
 SR0175'WEST OF THE NORTH END OF A METAL CULVERT, 9 FEET WEST OF A T-FENCE
 SR0175'CORNER POST, 1 1/2 FEET SOUTH OF A FENCE, 2.0 FEET NORTHWEST OF A
 SR0175'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 SR0175'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0668 ***********************************************************************
 SR0668  DESIGNATION -  C 187
 SR0668  PID         -  SR0668
 SR0668  STATE/COUNTY-  MT/FERGUS
 SR0668  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0668
 SR0668                         *CURRENT SURVEY CONTROL
 SR0668  ___________________________________________________________________
 SR0668* NAD 83(1986)-  47 25 53.     (N)    109 56 13.     (W)     SCALED    
 SR0668* NAVD 88     -      1053.110  (meters)    3455.08   (feet)  ADJUSTED  
 SR0668  ___________________________________________________________________
 SR0668  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SR0668  DYNAMIC HT  -        1053.048 (meters)    3454.88  (feet)  COMP
 SR0668  MODELED GRAV-     980,517.4   (mgal)                       NAVD 88
 SR0668
 SR0668  VERT ORDER  -  SECOND    CLASS 0
 SR0668
 SR0668.The horizontal coordinates were scaled from a topographic map and have
 SR0668.an estimated accuracy of +/- 6 seconds.
 SR0668
 SR0668.The orthometric height was determined by differential leveling
 SR0668.and adjusted by the National Geodetic Survey in June 1991..
 SR0668
 SR0668.The geoid height was determined by GEOID03.
 SR0668
 SR0668.The dynamic height is computed by dividing the NAVD 88
 SR0668.geopotential number by the normal gravity value computed on the
 SR0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0668.degrees latitude (g = 980.6199 gals.).
 SR0668
 SR0668.The modeled gravity was interpolated from observed gravity values.
 SR0668
 SR0668;                    North         East    Units  Estimated Accuracy
 SR0668;SPC MT       -   353,600.      567,060.      MT  (+/- 180 meters Scaled)
 SR0668
 SR0668                          SUPERSEDED SURVEY CONTROL
 SR0668
 SR0668  NGVD 29 (??/??/92) 1052.262  (m)         3452.30   (f) ADJ UNCH    2 0
 SR0668
 SR0668.Superseded values are not recommended for survey control.
 SR0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0668.See file dsdata.txt to determine how the superseded data were derived.
 SR0668
 SR0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT801536(NAD 83)
 SR0668_MARKER: DB = BENCH MARK DISK
 SR0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SR0668_SP_SET: ROD
 SR0668_STAMPING: C 187 1961
 SR0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0668
 SR0668  HISTORY     - Date     Condition        Report By
 SR0668  HISTORY     - 1961     MONUMENTED       CGS
 SR0668
 SR0668                          STATION DESCRIPTION
 SR0668
 SR0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0668'9.35 MI NE FROM DENTON.
 SR0668'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0668'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0668'7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A
 SR0668'GRAVELED AND DIRT ROAD, IN SECTION 10, T 19 N, R 14 E, 0.2 MILE SOUTH
 SR0668'OF A WOODEN BRIDGE, AT A CURVE AND 56 FEET SOUTHEAST OF THE CENTER
 SR0668'LINE OF THE ROAD, 29 FEET SOUTHWEST OF THE CENTER OF A FIELD GATE, 7
 SR0668'FEET WEST OF A FENCE LEADING SOUTH, 1 1/2 FEET NORTH OF A FENCE, 2.0
 SR0668'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 SR0668'OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0668'DRIVEN TO REFUSAL AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 5
 SR0668'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0034 ***********************************************************************
 RW0034  DESIGNATION -  C 188
 RW0034  PID         -  RW0034
 RW0034  STATE/COUNTY-  MT/JUDITH BASIN
 RW0034  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0034
 RW0034                         *CURRENT SURVEY CONTROL
 RW0034  ___________________________________________________________________
 RW0034* NAD 83(1986)-  46 53 15.     (N)    110 18 49.     (W)     SCALED    
 RW0034* NAVD 88     -      1576.589  (meters)    5172.53   (feet)  ADJUSTED  
 RW0034  ___________________________________________________________________
 RW0034  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 RW0034  DYNAMIC HT  -        1576.229 (meters)    5171.34  (feet)  COMP
 RW0034  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 RW0034
 RW0034  VERT ORDER  -  SECOND    CLASS 0
 RW0034
 RW0034.The horizontal coordinates were scaled from a topographic map and have
 RW0034.an estimated accuracy of +/- 6 seconds.
 RW0034
 RW0034.The orthometric height was determined by differential leveling
 RW0034.and adjusted by the National Geodetic Survey in June 1991..
 RW0034
 RW0034.The geoid height was determined by GEOID03.
 RW0034
 RW0034.The dynamic height is computed by dividing the NAVD 88
 RW0034.geopotential number by the normal gravity value computed on the
 RW0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0034.degrees latitude (g = 980.6199 gals.).
 RW0034
 RW0034.The modeled gravity was interpolated from observed gravity values.
 RW0034
 RW0034;                    North         East    Units  Estimated Accuracy
 RW0034;SPC MT       -   293,400.      538,030.      MT  (+/- 180 meters Scaled)
 RW0034
 RW0034                          SUPERSEDED SURVEY CONTROL
 RW0034
 RW0034  NGVD 29 (??/??/92) 1575.568  (m)         5169.18   (f) ADJ UNCH    2 0
 RW0034
 RW0034.Superseded values are not recommended for survey control.
 RW0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0034.See file dsdata.txt to determine how the superseded data were derived.
 RW0034
 RW0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS522928(NAD 83)
 RW0034_MARKER: DB = BENCH MARK DISK
 RW0034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RW0034_SP_SET: 9 FEET
 RW0034_STAMPING: C 188 1961
 RW0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0034
 RW0034  HISTORY     - Date     Condition        Report By
 RW0034  HISTORY     - 1961     MONUMENTED       CGS
 RW0034
 RW0034                          STATION DESCRIPTION
 RW0034
 RW0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0034'13.5 MI SW FROM UTICA.
 RW0034'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0034'CHURCH AT UTICA, THENCE 3.25 MILES WEST ALONG A DIRT ROAD, IN SECTION
 RW0034'22, T 13 N, R 11 E, 1.5 MILES WEST OF THE HEADQUARTERS FOR THE JUDITH
 RW0034'GAME MANAGEMENT AREA, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RW0034'112 FEET WEST OF THE CENTER OF THE INTERSECTION OF THE ROAD AND A ROAD
 RW0034'LEADING NORTHWEST, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD
 RW0034'LEADING NORTHWEST, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 3
 RW0034'FEET ABOVE THE LEVEL OF THE DIRT ROAD, A DISK ON THE TOP OF A 5/8-INCH
 RW0034'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND IS ENCASED
 RW0034'IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0259 ***********************************************************************
 SS0259  DESIGNATION -  C 189
 SS0259  PID         -  SS0259
 SS0259  STATE/COUNTY-  MT/JUDITH BASIN
 SS0259  USGS QUAD   -  ARROW CREEK (1979)
 SS0259
 SS0259                         *CURRENT SURVEY CONTROL
 SS0259  ___________________________________________________________________
 SS0259* NAD 83(1986)-  47 16 18.     (N)    110 10 38.     (W)     SCALED    
 SS0259* NAVD 88     -      1220.349  (meters)    4003.76   (feet)  ADJUSTED  
 SS0259  ___________________________________________________________________
 SS0259  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 SS0259  DYNAMIC HT  -        1220.227 (meters)    4003.36  (feet)  COMP
 SS0259  MODELED GRAV-     980,469.7   (mgal)                       NAVD 88
 SS0259
 SS0259  VERT ORDER  -  SECOND    CLASS 0
 SS0259
 SS0259.The horizontal coordinates were scaled from a topographic map and have
 SS0259.an estimated accuracy of +/- 6 seconds.
 SS0259
 SS0259.The orthometric height was determined by differential leveling
 SS0259.and adjusted by the National Geodetic Survey in June 1991..
 SS0259
 SS0259.The geoid height was determined by GEOID03.
 SS0259
 SS0259.The dynamic height is computed by dividing the NAVD 88
 SS0259.geopotential number by the normal gravity value computed on the
 SS0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0259.degrees latitude (g = 980.6199 gals.).
 SS0259
 SS0259.The modeled gravity was interpolated from observed gravity values.
 SS0259
 SS0259;                    North         East    Units  Estimated Accuracy
 SS0259;SPC MT       -   335,980.      548,790.      MT  (+/- 180 meters Scaled)
 SS0259
 SS0259                          SUPERSEDED SURVEY CONTROL
 SS0259
 SS0259  NGVD 29 (??/??/92) 1219.462  (m)         4000.85   (f) ADJ UNCH    2 0
 SS0259
 SS0259.Superseded values are not recommended for survey control.
 SS0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0259.See file dsdata.txt to determine how the superseded data were derived.
 SS0259
 SS0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT622356(NAD 83)
 SS0259_MARKER: DB = BENCH MARK DISK
 SS0259_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0259_SP_SET: 9.5 FT.
 SS0259_STAMPING: C 189 1961
 SS0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0259
 SS0259  HISTORY     - Date     Condition        Report By
 SS0259  HISTORY     - 1961     MONUMENTED       CGS
 SS0259
 SS0259                          STATION DESCRIPTION
 SS0259
 SS0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0259'5.4 MI S FROM ARROW CREEK.
 SS0259'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0259'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0259'5.2 MILES SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 3, T 17 N,
 SS0259'R 12 E, 85 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 37 FEET
 SS0259'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 151 FEET SOUTHWEST OF
 SS0259'THE CENTER OF THE INTERSECTION OF THE ROADS, 4 1/2 FEET WEST OF A
 SS0259'POWER POLE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 SS0259'THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 SS0259'ROD THAT IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND IS ENCASED IN A 6-INCH
 SS0259'TILE THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0279 ***********************************************************************
 TH0279  DESIGNATION -  C 19
 TH0279  PID         -  TH0279
 TH0279  STATE/COUNTY-  MT/ROOSEVELT
 TH0279  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0279
 TH0279                         *CURRENT SURVEY CONTROL
 TH0279  ___________________________________________________________________
 TH0279* NAD 83(1986)-  48 03 50.     (N)    105 49 21.     (W)     SCALED    
 TH0279* NAVD 88     -       610.526  (meters)    2003.03   (feet)  ADJUSTED  
 TH0279  ___________________________________________________________________
 TH0279  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TH0279  DYNAMIC HT  -         610.594 (meters)    2003.26  (feet)  COMP
 TH0279  MODELED GRAV-     980,703.7   (mgal)                       NAVD 88
 TH0279
 TH0279  VERT ORDER  -  FIRST     CLASS II
 TH0279
 TH0279.The horizontal coordinates were scaled from a topographic map and have
 TH0279.an estimated accuracy of +/- 6 seconds.
 TH0279
 TH0279.The orthometric height was determined by differential leveling
 TH0279.and adjusted by the National Geodetic Survey in June 1991..
 TH0279
 TH0279.The geoid height was determined by GEOID03.
 TH0279
 TH0279.The dynamic height is computed by dividing the NAVD 88
 TH0279.geopotential number by the normal gravity value computed on the
 TH0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0279.degrees latitude (g = 980.6199 gals.).
 TH0279
 TH0279.The modeled gravity was interpolated from observed gravity values.
 TH0279
 TH0279;                    North         East    Units  Estimated Accuracy
 TH0279;SPC MT       -   430,230.      873,880.      MT  (+/- 180 meters Scaled)
 TH0279
 TH0279                          SUPERSEDED SURVEY CONTROL
 TH0279
 TH0279  NGVD 29 (??/??/92)  609.927  (m)         2001.07   (f) ADJ UNCH    1 2
 TH0279
 TH0279.Superseded values are not recommended for survey control.
 TH0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0279.See file dsdata.txt to determine how the superseded data were derived.
 TH0279
 TH0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP387237(NAD 83)
 TH0279_MARKER: DB = BENCH MARK DISK
 TH0279_SETTING: 0 = UNSPECIFIED SETTING
 TH0279_STAMPING: 2001.069
 TH0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0279
 TH0279  HISTORY     - Date     Condition        Report By
 TH0279  HISTORY     - UNK      MONUMENTED       CGS
 TH0279  HISTORY     - 1972     GOOD             USGS
 TH0279  HISTORY     - 1980     MARK NOT FOUND   NGS
 TH0279
 TH0279                          STATION DESCRIPTION
 TH0279
 TH0279'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 TH0279'2.6 MI ENE FROM OSWEGO.
 TH0279'LOHMILLER 2.5 MILES WEST OF ALONG GRT. NOR. R.R. 2.6 MILES ENE ALONG
 TH0279'BURLINGTON NORTHERN RAILROAD FROM OSWEGO ROOSEVELT COUNTY 694 FEET
 TH0279'EAST OF AND 68 FEET NORTH OF CENTER OF BRIDGE AND MIDDLE OF R.R.
 TH0279'TRACKS.
 TH0279
 TH0279                          STATION RECOVERY (1980)
 TH0279
 TH0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TH0279'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0153 ***********************************************************************
 SS0153  DESIGNATION -  C 190
 SS0153  PID         -  SS0153
 SS0153  STATE/COUNTY-  MT/JUDITH BASIN
 SS0153  USGS QUAD   -  WOLF BUTTE (1995)
 SS0153
 SS0153                         *CURRENT SURVEY CONTROL
 SS0153  ___________________________________________________________________
 SS0153* NAD 83(1986)-  47 01 48.     (N)    110 29 11.     (W)     SCALED    
 SS0153* NAVD 88     -      1656.711  (meters)    5435.39   (feet)  ADJUSTED  
 SS0153  ___________________________________________________________________
 SS0153  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 SS0153  DYNAMIC HT  -        1656.268 (meters)    5433.94  (feet)  COMP
 SS0153  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 SS0153
 SS0153  VERT ORDER  -  SECOND    CLASS 0
 SS0153
 SS0153.The horizontal coordinates were scaled from a topographic map and have
 SS0153.an estimated accuracy of +/- 6 seconds.
 SS0153
 SS0153.The orthometric height was determined by differential leveling
 SS0153.and adjusted by the National Geodetic Survey in June 1991..
 SS0153
 SS0153.The geoid height was determined by GEOID03.
 SS0153
 SS0153.The dynamic height is computed by dividing the NAVD 88
 SS0153.geopotential number by the normal gravity value computed on the
 SS0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0153.degrees latitude (g = 980.6199 gals.).
 SS0153
 SS0153.The modeled gravity was interpolated from observed gravity values.
 SS0153
 SS0153;                    North         East    Units  Estimated Accuracy
 SS0153;SPC MT       -   309,380.      525,070.      MT  (+/- 180 meters Scaled)
 SS0153
 SS0153                          SUPERSEDED SURVEY CONTROL
 SS0153
 SS0153  NGVD 29 (??/??/92) 1655.597  (m)         5431.74   (f) ADJ UNCH    2 0
 SS0153
 SS0153.Superseded values are not recommended for survey control.
 SS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0153.See file dsdata.txt to determine how the superseded data were derived.
 SS0153
 SS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT390086(NAD 83)
 SS0153_MARKER: DB = BENCH MARK DISK
 SS0153_SETTING: 66 = SET IN ROCK OUTCROP
 SS0153_SP_SET: ROCK CLIFF
 SS0153_STAMPING: C 190 1961
 SS0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0153+STABILITY: POSITION/ELEVATION WELL
 SS0153
 SS0153  HISTORY     - Date     Condition        Report By
 SS0153  HISTORY     - 1961     MONUMENTED       CGS
 SS0153
 SS0153                          STATION DESCRIPTION
 SS0153
 SS0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0153'21.05 MI SW FROM STANFORD.
 SS0153'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0153'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0153'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0153'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 5.15 MILES WEST ALONG A
 SS0153'GRAVELED ROAD, THENCE 2.25 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN
 SS0153'SECTION 29, T 15 N, R 10 E, IN THE LEWIS AND CLARK NATIONAL FOREST,
 SS0153'1.0 MILE NORTH OF THE ENTRANCE TO THE DRY WOLF RANGER STATION, 160
 SS0153'FEET NORTHEAST OF THE CENTER OF THE Y-ROAD INTERSECTION OF THE ROAD
 SS0153'AND A ROAD LEADING TO MONARCH, 140 FEET NORTH OF THE CENTER LINE OF
 SS0153'THE THE ROAD LEADING TO MANARCH, 155 FEET NORTHWEST OF THE CENTER LINE
 SS0153'OF THE GRAVELED ROAD, SET IN THE TOP OF A LARGE BOULDER WHICH PROJECTS
 SS0153'30 INCHES, AT THE FOOT OF A ROCK CLIFF, AND ABOUT 4 FEET ABOVE THE
 SS0153'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0318 ***********************************************************************
 SS0318  DESIGNATION -  C 191
 SS0318  PID         -  SS0318
 SS0318  STATE/COUNTY-  MT/CASCADE
 SS0318  USGS QUAD   -  MONARCH (1995)
 SS0318
 SS0318                         *CURRENT SURVEY CONTROL
 SS0318  ___________________________________________________________________
 SS0318* NAD 83(1986)-  47 05 46.     (N)    110 50 09.     (W)     SCALED    
 SS0318* NAVD 88     -      1397.225  (meters)    4584.06   (feet)  ADJUSTED  
 SS0318  ___________________________________________________________________
 SS0318  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 SS0318  DYNAMIC HT  -        1396.975 (meters)    4583.24  (feet)  COMP
 SS0318  MODELED GRAV-     980,385.7   (mgal)                       NAVD 88
 SS0318
 SS0318  VERT ORDER  -  SECOND    CLASS 0
 SS0318
 SS0318.The horizontal coordinates were scaled from a topographic map and have
 SS0318.an estimated accuracy of +/- 6 seconds.
 SS0318
 SS0318.The orthometric height was determined by differential leveling
 SS0318.and adjusted by the National Geodetic Survey in June 1991..
 SS0318
 SS0318.The geoid height was determined by GEOID03.
 SS0318
 SS0318.The dynamic height is computed by dividing the NAVD 88
 SS0318.geopotential number by the normal gravity value computed on the
 SS0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0318.degrees latitude (g = 980.6199 gals.).
 SS0318
 SS0318.The modeled gravity was interpolated from observed gravity values.
 SS0318
 SS0318;                    North         East    Units  Estimated Accuracy
 SS0318;SPC MT       -   317,120.      498,650.      MT  (+/- 180 meters Scaled)
 SS0318
 SS0318                          SUPERSEDED SURVEY CONTROL
 SS0318
 SS0318  NGVD 29 (??/??/92) 1396.238  (m)         4580.82   (f) ADJ UNCH    2 0
 SS0318
 SS0318.Superseded values are not recommended for survey control.
 SS0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0318.See file dsdata.txt to determine how the superseded data were derived.
 SS0318
 SS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT124158(NAD 83)
 SS0318_MARKER: DB = BENCH MARK DISK
 SS0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0318_SP_SET: CULVERT
 SS0318_STAMPING: C 191 1961
 SS0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0318
 SS0318  HISTORY     - Date     Condition        Report By
 SS0318  HISTORY     - 1961     MONUMENTED       CGS
 SS0318
 SS0318                          STATION DESCRIPTION
 SS0318
 SS0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0318'0.1 MI S FROM MONARCH.
 SS0318'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23 SCHOOL
 SS0318'AT MONARCH, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 SS0318'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A LARGE
 SS0318'TWIN CONCRETE BOX CULVERT UNDER HIGHWAY 89, AND ABOUT 8 FEET BELOW THE
 SS0318'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0484 ***********************************************************************
 SS0484  DESIGNATION -  C 192
 SS0484  PID         -  SS0484
 SS0484  STATE/COUNTY-  MT/JUDITH BASIN
 SS0484  USGS QUAD   -  MIXES BALDY (1995)
 SS0484
 SS0484                         *CURRENT SURVEY CONTROL
 SS0484  ___________________________________________________________________
 SS0484* NAD 83(1986)-  47 03 24.     (N)    110 33 50.     (W)     SCALED    
 SS0484* NAVD 88     -      1997.290  (meters)    6552.78   (feet)  ADJUSTED  
 SS0484  ___________________________________________________________________
 SS0484  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 SS0484  DYNAMIC HT  -        1996.729 (meters)    6550.94  (feet)  COMP
 SS0484  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 SS0484
 SS0484  VERT ORDER  -  SECOND    CLASS 0
 SS0484
 SS0484.The horizontal coordinates were scaled from a topographic map and have
 SS0484.an estimated accuracy of +/- 6 seconds.
 SS0484
 SS0484.The orthometric height was determined by differential leveling
 SS0484.and adjusted by the National Geodetic Survey in June 1991..
 SS0484
 SS0484.The geoid height was determined by GEOID03.
 SS0484
 SS0484.The dynamic height is computed by dividing the NAVD 88
 SS0484.geopotential number by the normal gravity value computed on the
 SS0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0484.degrees latitude (g = 980.6199 gals.).
 SS0484
 SS0484.The modeled gravity was interpolated from observed gravity values.
 SS0484
 SS0484;                    North         East    Units  Estimated Accuracy
 SS0484;SPC MT       -   312,420.      519,220.      MT  (+/- 180 meters Scaled)
 SS0484
 SS0484                          SUPERSEDED SURVEY CONTROL
 SS0484
 SS0484  NGVD 29 (??/??/92) 1996.168  (m)         6549.09   (f) ADJ UNCH    2 0
 SS0484
 SS0484.Superseded values are not recommended for survey control.
 SS0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0484.See file dsdata.txt to determine how the superseded data were derived.
 SS0484
 SS0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT331115(NAD 83)
 SS0484_MARKER: DB = BENCH MARK DISK
 SS0484_SETTING: 66 = SET IN ROCK OUTCROP
 SS0484_SP_SET: OUTCROP
 SS0484_STAMPING: C 192 1961
 SS0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0484+STABILITY: POSITION/ELEVATION WELL
 SS0484
 SS0484  HISTORY     - Date     Condition        Report By
 SS0484  HISTORY     - 1961     MONUMENTED       CGS
 SS0484  HISTORY     - 1984     MARK NOT FOUND   NGS
 SS0484
 SS0484                          STATION DESCRIPTION
 SS0484
 SS0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0484'19.7 MI E FROM MONARCH.
 SS0484'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0484'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0484'CREEK ROAD, THENCE 2.35 MILES EAST ALONG A GRAVELED ROAD, THENCE 4.95
 SS0484'MILES EAST ALONG A DIRT ROAD, IN SECTION 15, T 15 N, R 9 E, 0.35 MILE
 SS0484'NORTHEAST OF THE ANDERSON PEAK ROAD, 0.1 MILE SOUTHEAST OF A ROAD
 SS0484'LEADING TO GEYSER, 8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN
 SS0484'THE TOP OF A ROCK OUTCROP WHICH PROJECTS 6 INCHES, AND ABOUT LEVEL
 SS0484'WITH THE ROAD.
 SS0484
 SS0484                          STATION RECOVERY (1984)
 SS0484
 SS0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0137 ***********************************************************************
 RV0137  DESIGNATION -  C 193
 RV0137  PID         -  RV0137
 RV0137  STATE/COUNTY-  MT/FERGUS
 RV0137  USGS QUAD   -  BECKET (1986)
 RV0137
 RV0137                         *CURRENT SURVEY CONTROL
 RV0137  ___________________________________________________________________
 RV0137* NAD 83(1986)-  46 59 35.     (N)    108 56 32.     (W)     SCALED    
 RV0137* NAVD 88     -      1205.893  (meters)    3956.33   (feet)  ADJUSTED  
 RV0137  ___________________________________________________________________
 RV0137  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 RV0137  DYNAMIC HT  -        1205.759 (meters)    3955.89  (feet)  COMP
 RV0137  MODELED GRAV-     980,459.4   (mgal)                       NAVD 88
 RV0137
 RV0137  VERT ORDER  -  SECOND    CLASS 0
 RV0137
 RV0137.The horizontal coordinates were scaled from a topographic map and have
 RV0137.an estimated accuracy of +/- 6 seconds.
 RV0137
 RV0137.The orthometric height was determined by differential leveling
 RV0137.and adjusted by the National Geodetic Survey in June 1991..
 RV0137
 RV0137.The geoid height was determined by GEOID03.
 RV0137
 RV0137.The dynamic height is computed by dividing the NAVD 88
 RV0137.geopotential number by the normal gravity value computed on the
 RV0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0137.degrees latitude (g = 980.6199 gals.).
 RV0137
 RV0137.The modeled gravity was interpolated from observed gravity values.
 RV0137
 RV0137;                    North         East    Units  Estimated Accuracy
 RV0137;SPC MT       -   304,960.      642,400.      MT  (+/- 180 meters Scaled)
 RV0137
 RV0137                          SUPERSEDED SURVEY CONTROL
 RV0137
 RV0137  NGVD 29 (??/??/92) 1205.069  (m)         3953.63   (f) ADJ UNCH    2 0
 RV0137
 RV0137.Superseded values are not recommended for survey control.
 RV0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0137.See file dsdata.txt to determine how the superseded data were derived.
 RV0137
 RV0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT564064(NAD 83)
 RV0137_MARKER: DB = BENCH MARK DISK
 RV0137_SETTING: 66 = SET IN ROCK OUTCROP
 RV0137_SP_SET: FLAT ROCK
 RV0137_STAMPING: C 193 1961
 RV0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0137+STABILITY: POSITION/ELEVATION WELL
 RV0137
 RV0137  HISTORY     - Date     Condition        Report By
 RV0137  HISTORY     - 1961     MONUMENTED       CGS
 RV0137  HISTORY     - 1978     MARK NOT FOUND   USGS
 RV0137
 RV0137                          STATION DESCRIPTION
 RV0137
 RV0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0137'7.65 MI SW FROM GRASS RANGE.
 RV0137'ABOUT 6.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0137'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.1 MILE
 RV0137'NORTH ALONG A PRIVATE ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVELED
 RV0137'ROAD TO A T-FENCE AND 3 LONE PINE TREES ON THE SOUTHEAST SIDE OF THE
 RV0137'ROAD, THENCE 0.15 MILE NORTHWEST UP THE CENTER OF A DRAW, IN SECTION
 RV0137'9, T 14 N, R 22 E, 129 FEET NORTHEAST OF A FENCE, 86 FEET SOUTHEAST OF
 RV0137'THE MORE SOUTH EASTERLY OF TWO 15-INCH PINE TREES, AND SET IN THE TOP
 RV0137'OF A FLAT ROCK OUTCROP PROJECTING 18 INCHES ON THE SOUTHWEST SIDE.
 RV0137
 RV0137                          STATION RECOVERY (1978)
 RV0137
 RV0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0726 ***********************************************************************
 SR0726  DESIGNATION -  C 194
 SR0726  PID         -  SR0726
 SR0726  STATE/COUNTY-  MT/FERGUS
 SR0726  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0726
 SR0726                         *CURRENT SURVEY CONTROL
 SR0726  ___________________________________________________________________
 SR0726* NAD 83(1986)-  47 19 53.     (N)    109 33 14.     (W)     SCALED    
 SR0726* NAVD 88     -      1131.514  (meters)    3712.31   (feet)  ADJUSTED  
 SR0726  ___________________________________________________________________
 SR0726  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 SR0726  DYNAMIC HT  -        1131.416 (meters)    3711.99  (feet)  COMP
 SR0726  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 SR0726
 SR0726  VERT ORDER  -  SECOND    CLASS 0
 SR0726
 SR0726.The horizontal coordinates were scaled from a topographic map and have
 SR0726.an estimated accuracy of +/- 6 seconds.
 SR0726
 SR0726.The orthometric height was determined by differential leveling
 SR0726.and adjusted by the National Geodetic Survey in June 1991..
 SR0726
 SR0726.The geoid height was determined by GEOID03.
 SR0726
 SR0726.The dynamic height is computed by dividing the NAVD 88
 SR0726.geopotential number by the normal gravity value computed on the
 SR0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0726.degrees latitude (g = 980.6199 gals.).
 SR0726
 SR0726.The modeled gravity was interpolated from observed gravity values.
 SR0726
 SR0726;                    North         East    Units  Estimated Accuracy
 SR0726;SPC MT       -   342,400.      595,930.      MT  (+/- 180 meters Scaled)
 SR0726
 SR0726                          SUPERSEDED SURVEY CONTROL
 SR0726
 SR0726  NGVD 29 (??/??/92) 1130.648  (m)         3709.47   (f) ADJ UNCH    2 0
 SR0726
 SR0726.Superseded values are not recommended for survey control.
 SR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0726.See file dsdata.txt to determine how the superseded data were derived.
 SR0726
 SR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT092430(NAD 83)
 SR0726_MARKER: DB = BENCH MARK DISK
 SR0726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0726_SP_SET: 11 FT.
 SR0726_STAMPING: C 194 1961
 SR0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0726
 SR0726  HISTORY     - Date     Condition        Report By
 SR0726  HISTORY     - 1961     MONUMENTED       CGS
 SR0726
 SR0726                          STATION DESCRIPTION
 SR0726
 SR0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0726'14.85 MI NW FROM BROOKS.
 SR0726'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0726'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0726'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 6.9 MILES NORTH ALONG
 SR0726'A GRAVELED ROAD TO THE JUNCTION OF AN EAST-WEST GRAVELED ROAD, IN
 SR0726'SECTION 10, T 18 N, R 17 E, 144 FEET EAST OF THE EXTENDED CENTER LINE
 SR0726'OF THE GRAVELED ROAD LEADING SOUTH, 31 FEET NORTH OF THE CENTER LINE
 SR0726'OF THE EAST-WEST GRAVELED ROAD, 205 FEET WEST OF A POWER POLE, 1 1/2
 SR0726'FEET SOUTH OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST,
 SR0726'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 SR0726'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS
 SR0726'ENCASED IN A 6-INCH TILE THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0381 ***********************************************************************
 SR0381  DESIGNATION -  C 195
 SR0381  PID         -  SR0381
 SR0381  STATE/COUNTY-  MT/FERGUS
 SR0381  USGS QUAD   -  HILGER (1985)
 SR0381
 SR0381                         *CURRENT SURVEY CONTROL
 SR0381  ___________________________________________________________________
 SR0381* NAD 83(1986)-  47 15 36.     (N)    109 19 23.     (W)     SCALED    
 SR0381* NAVD 88     -      1289.108  (meters)    4229.35   (feet)  ADJUSTED  
 SR0381  ___________________________________________________________________
 SR0381  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SR0381  DYNAMIC HT  -        1288.971 (meters)    4228.90  (feet)  COMP
 SR0381  MODELED GRAV-     980,461.2   (mgal)                       NAVD 88
 SR0381
 SR0381  VERT ORDER  -  FIRST     CLASS II
 SR0381
 SR0381.The horizontal coordinates were scaled from a topographic map and have
 SR0381.an estimated accuracy of +/- 6 seconds.
 SR0381
 SR0381.The orthometric height was determined by differential leveling
 SR0381.and adjusted by the National Geodetic Survey in June 1991..
 SR0381
 SR0381.The geoid height was determined by GEOID03.
 SR0381
 SR0381.The dynamic height is computed by dividing the NAVD 88
 SR0381.geopotential number by the normal gravity value computed on the
 SR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0381.degrees latitude (g = 980.6199 gals.).
 SR0381
 SR0381.The modeled gravity was interpolated from observed gravity values.
 SR0381
 SR0381;                    North         East    Units  Estimated Accuracy
 SR0381;SPC MT       -   334,480.      613,380.      MT  (+/- 180 meters Scaled)
 SR0381
 SR0381                          SUPERSEDED SURVEY CONTROL
 SR0381
 SR0381  NGVD 29 (??/??/92) 1288.217  (m)         4226.43   (f) ADJ UNCH    1 2
 SR0381
 SR0381.Superseded values are not recommended for survey control.
 SR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0381.See file dsdata.txt to determine how the superseded data were derived.
 SR0381
 SR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT268354(NAD 83)
 SR0381_MARKER: DB = BENCH MARK DISK
 SR0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0381_STAMPING: C 195 1961
 SR0381_PROJECTION: PROJECTING 1 CENTIMETERS
 SR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0381+STABILITY: SURFACE MOTION
 SR0381
 SR0381  HISTORY     - Date     Condition        Report By
 SR0381  HISTORY     - 1961     MONUMENTED       CGS
 SR0381  HISTORY     - 1980     GOOD             NGS
 SR0381
 SR0381                          STATION DESCRIPTION
 SR0381
 SR0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0381'1.9 MI NE FROM HILGER.
 SR0381'ABOUT 1.9 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE CHICAGO,
 SR0381'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT HILGER, IN SECTION
 SR0381'5, T 17 N, R 19 E, AT THE EAST END OF A SHALLOW CUT ON THE CREST OF A
 SR0381'HILL, 79 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF
 SR0381'THE CENTER LINE OF A DRIVEWAY TO AN ABANDONED FARMHOUSE, 98 FEET WEST
 SR0381'OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET NORTHWEST
 SR0381'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 SR0381'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SR0381
 SR0381                          STATION RECOVERY (1980)
 SR0381
 SR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0381'3.0 KM (1.85 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE
 SR0381'IN HILGER, AT THE EAST END OF A CUTBANK, 0.6 KM (0.35 MI) SOUTHWEST
 SR0381'OF MILE POST 17, 29.9 METERS (98.0 FT) WEST OF A UTILITY POLE, 24.1
 SR0381'METERS (79.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 8.5
 SR0381'METERS (28.0 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING TO AN
 SR0381'ABANDONED HOUSE, AND 0.5 METER (1.5 FT) SOUTH-SOUTHEAST OF A FENCE.
 SR0381'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 SR0381'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0374 ***********************************************************************
 RV0374  DESIGNATION -  C 196
 RV0374  PID         -  RV0374
 RV0374  STATE/COUNTY-  MT/JUDITH BASIN
 RV0374  USGS QUAD   -  BUFFALO (1970)
 RV0374
 RV0374                         *CURRENT SURVEY CONTROL
 RV0374  ___________________________________________________________________
 RV0374* NAD 83(1986)-  46 46 15.     (N)    109 46 59.     (W)     SCALED    
 RV0374* NAVD 88     -      1345.661  (meters)    4414.89   (feet)  ADJUSTED  
 RV0374  ___________________________________________________________________
 RV0374  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 RV0374  DYNAMIC HT  -        1345.412 (meters)    4414.07  (feet)  COMP
 RV0374  MODELED GRAV-     980,381.9   (mgal)                       NAVD 88
 RV0374
 RV0374  VERT ORDER  -  FIRST     CLASS II
 RV0374
 RV0374.The horizontal coordinates were scaled from a topographic map and have
 RV0374.an estimated accuracy of +/- 6 seconds.
 RV0374
 RV0374.The orthometric height was determined by differential leveling
 RV0374.and adjusted by the National Geodetic Survey in June 1991..
 RV0374
 RV0374.The geoid height was determined by GEOID03.
 RV0374
 RV0374.The dynamic height is computed by dividing the NAVD 88
 RV0374.geopotential number by the normal gravity value computed on the
 RV0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0374.degrees latitude (g = 980.6199 gals.).
 RV0374
 RV0374.The modeled gravity was interpolated from observed gravity values.
 RV0374
 RV0374;                    North         East    Units  Estimated Accuracy
 RV0374;SPC MT       -   280,160.      578,390.      MT  (+/- 180 meters Scaled)
 RV0374
 RV0374                          SUPERSEDED SURVEY CONTROL
 RV0374
 RV0374  NGVD 29 (??/??/92) 1344.707  (m)         4411.76   (f) ADJ UNCH    1 2
 RV0374
 RV0374.Superseded values are not recommended for survey control.
 RV0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0374.See file dsdata.txt to determine how the superseded data were derived.
 RV0374
 RV0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS929804(NAD 83)
 RV0374_MARKER: DB = BENCH MARK DISK
 RV0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0374_STAMPING: C 196 1961
 RV0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0374+STABILITY: SURFACE MOTION
 RV0374
 RV0374  HISTORY     - Date     Condition        Report By
 RV0374  HISTORY     - 1961     MONUMENTED       CGS
 RV0374
 RV0374                          STATION DESCRIPTION
 RV0374
 RV0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0374'4.1 MI SE FROM BUFFALO.
 RV0374'ABOUT 4.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0374'STATION SIGN AT BUFFALO, 11 POLES NORTHWEST OF MILE POLE 110, 5 RAILS
 RV0374'SOUTHEAST OF THE SOUTHEAST END OF A CUT, 93 FEET SOUTHWEST OF THE
 RV0374'SOUTHWEST RAIL, 113 FEET SOUTHWEST AND ACROSS THE TRACK FROM A WHISTLE
 RV0374'POST, 117 FEET NORTHWEST OF A FENCE CORNER AT A JOG IN THE FENCE LINE,
 RV0374'2 1/2 FEET NORTHEAST OF A FENCE, 1 1/2 FEET NORTHWEST OF A WITNESS
 RV0374'POST, ABOUT 7 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 RV0374'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0463 ***********************************************************************
 SS0463  DESIGNATION -  C 197
 SS0463  PID         -  SS0463
 SS0463  STATE/COUNTY-  MT/JUDITH BASIN
 SS0463  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0463
 SS0463                         *CURRENT SURVEY CONTROL
 SS0463  ___________________________________________________________________
 SS0463* NAD 83(1986)-  47 13 50.     (N)    110 44 51.     (W)     SCALED    
 SS0463* NAVD 88     -      1314.568  (meters)    4312.88   (feet)  ADJUSTED  
 SS0463  ___________________________________________________________________
 SS0463  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 SS0463  DYNAMIC HT  -        1314.385 (meters)    4312.28  (feet)  COMP
 SS0463  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 SS0463
 SS0463  VERT ORDER  -  SECOND    CLASS 0
 SS0463
 SS0463.The horizontal coordinates were scaled from a topographic map and have
 SS0463.an estimated accuracy of +/- 6 seconds.
 SS0463
 SS0463.The orthometric height was determined by differential leveling
 SS0463.and adjusted by the National Geodetic Survey in June 1991..
 SS0463
 SS0463.The geoid height was determined by GEOID03.
 SS0463
 SS0463.The dynamic height is computed by dividing the NAVD 88
 SS0463.geopotential number by the normal gravity value computed on the
 SS0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0463.degrees latitude (g = 980.6199 gals.).
 SS0463
 SS0463.The modeled gravity was interpolated from observed gravity values.
 SS0463
 SS0463;                    North         East    Units  Estimated Accuracy
 SS0463;SPC MT       -   331,950.      505,590.      MT  (+/- 180 meters Scaled)
 SS0463
 SS0463                          SUPERSEDED SURVEY CONTROL
 SS0463
 SS0463  NGVD 29 (??/??/92) 1313.604  (m)         4309.72   (f) ADJ UNCH    2 0
 SS0463
 SS0463.Superseded values are not recommended for survey control.
 SS0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0463.See file dsdata.txt to determine how the superseded data were derived.
 SS0463
 SS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT191308(NAD 83)
 SS0463_MARKER: DB = BENCH MARK DISK
 SS0463_SETTING: 80 = SET IN A BOULDER
 SS0463_SP_SET: BOULDER
 SS0463_STAMPING: C 197 1961
 SS0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0463+STABILITY: SURFACE MOTION
 SS0463
 SS0463  HISTORY     - Date     Condition        Report By
 SS0463  HISTORY     - 1961     MONUMENTED       CGS
 SS0463
 SS0463                          STATION DESCRIPTION
 SS0463
 SS0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0463'3.8 MI S FROM RAYNESFORD.
 SS0463'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0463'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0463'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 3.0 MILES SOUTH ALONG STATE
 SS0463'SECONDARY ROAD 427, IN SECTION 18, T 17 N, R 8 E, 40 FEET NORTHEAST OF
 SS0463'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A GRANITE BOULDER WHICH
 SS0463'IS FLUSH WITH THE GROUND, 5 FEET EAST OF A FENCE CORNER, 4 1/2 FEET
 SS0463'SOUTHEAST OF A FENCE, 5.9 FEET NORTHEAST OF A FENCE, AND ABOUT LEVEL
 SS0463'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0469 ***********************************************************************
 RV0469  DESIGNATION -  C 198
 RV0469  PID         -  RV0469
 RV0469  STATE/COUNTY-  MT/FERGUS
 RV0469  USGS QUAD   -  WEST FORK BEAVER CREEK (1970)
 RV0469
 RV0469                         *CURRENT SURVEY CONTROL
 RV0469  ___________________________________________________________________
 RV0469* NAD 83(1986)-  46 57 00.     (N)    109 35 12.     (W)     SCALED    
 RV0469* NAVD 88     -      1351.960  (meters)    4435.56   (feet)  ADJUSTED  
 RV0469  ___________________________________________________________________
 RV0469  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 RV0469  DYNAMIC HT  -        1351.739 (meters)    4434.83  (feet)  COMP
 RV0469  MODELED GRAV-     980,402.4   (mgal)                       NAVD 88
 RV0469
 RV0469  VERT ORDER  -  SECOND    CLASS 0
 RV0469
 RV0469.The horizontal coordinates were scaled from a topographic map and have
 RV0469.an estimated accuracy of +/- 6 seconds.
 RV0469
 RV0469.The orthometric height was determined by differential leveling
 RV0469.and adjusted by the National Geodetic Survey in June 1991..
 RV0469
 RV0469.The geoid height was determined by GEOID03.
 RV0469
 RV0469.The dynamic height is computed by dividing the NAVD 88
 RV0469.geopotential number by the normal gravity value computed on the
 RV0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0469.degrees latitude (g = 980.6199 gals.).
 RV0469
 RV0469.The modeled gravity was interpolated from observed gravity values.
 RV0469
 RV0469;                    North         East    Units  Estimated Accuracy
 RV0469;SPC MT       -   300,030.      593,410.      MT  (+/- 180 meters Scaled)
 RV0469
 RV0469                          SUPERSEDED SURVEY CONTROL
 RV0469
 RV0469  NGVD 29 (??/??/92) 1351.030  (m)         4432.50   (f) ADJ UNCH    2 0
 RV0469
 RV0469.Superseded values are not recommended for survey control.
 RV0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0469.See file dsdata.txt to determine how the superseded data were derived.
 RV0469
 RV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT075005(NAD 83)
 RV0469_MARKER: DB = BENCH MARK DISK
 RV0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0469_SP_SET: 9 FT.
 RV0469_STAMPING: C 198 1961
 RV0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0469
 RV0469  HISTORY     - Date     Condition        Report By
 RV0469  HISTORY     - 1961     MONUMENTED       CGS
 RV0469
 RV0469                          STATION DESCRIPTION
 RV0469
 RV0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0469'12.5 MI E FROM MOORE.
 RV0469'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 RV0469'MOORE, THENCE, 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 87, THENCE 5.25
 RV0469'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG A GRAVEL
 RV0469'ROAD, AT A TURN IN THE ROAD WITH TANGENTS WEST AND SOUTH, 45 FEET EAST
 RV0469'OF THE CENTER LINE OF THE ROAD, 222 FEET SOUTH OF THE EXTENDED CENTER
 RV0469'LINE OF THE ROAD WEST, 4 1/2 FEET SOUTH OF A POWER POLE, 1.2 FEET EAST
 RV0469'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, A DISK ON THE TOP
 RV0469'OF A 5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO REFUSAL AT A DEPTH
 RV0469'OF 9 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH TILE
 RV0469'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0242 ***********************************************************************
 SS0242  DESIGNATION -  C 2 Y
 SS0242  PID         -  SS0242
 SS0242  STATE/COUNTY-  MT/JUDITH BASIN
 SS0242  USGS QUAD   -  STANFORD NE (1978)
 SS0242
 SS0242                         *CURRENT SURVEY CONTROL
 SS0242  ___________________________________________________________________
 SS0242* NAD 83(1986)-  47 10 36.     (N)    110 06 49.     (W)     SCALED    
 SS0242* NAVD 88     -      1282.827  (meters)    4208.74   (feet)  ADJUSTED  
 SS0242  ___________________________________________________________________
 SS0242  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SS0242  DYNAMIC HT  -        1282.669 (meters)    4208.22  (feet)  COMP
 SS0242  MODELED GRAV-     980,445.2   (mgal)                       NAVD 88
 SS0242
 SS0242  VERT ORDER  -  SECOND    CLASS 0
 SS0242
 SS0242.The horizontal coordinates were scaled from a topographic map and have
 SS0242.an estimated accuracy of +/- 6 seconds.
 SS0242
 SS0242.The orthometric height was determined by differential leveling
 SS0242.and adjusted by the National Geodetic Survey in June 1991..
 SS0242
 SS0242.The geoid height was determined by GEOID03.
 SS0242
 SS0242.The dynamic height is computed by dividing the NAVD 88
 SS0242.geopotential number by the normal gravity value computed on the
 SS0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0242.degrees latitude (g = 980.6199 gals.).
 SS0242
 SS0242.The modeled gravity was interpolated from observed gravity values.
 SS0242
 SS0242;                    North         East    Units  Estimated Accuracy
 SS0242;SPC MT       -   325,390.      553,510.      MT  (+/- 180 meters Scaled)
 SS0242
 SS0242                          SUPERSEDED SURVEY CONTROL
 SS0242
 SS0242  NGVD 29 (??/??/92) 1281.921  (m)         4205.77   (f) ADJ UNCH    2 0
 SS0242
 SS0242.Superseded values are not recommended for survey control.
 SS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0242.See file dsdata.txt to determine how the superseded data were derived.
 SS0242
 SS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT671251(NAD 83)
 SS0242_MARKER: DS = TRIANGULATION STATION DISK
 SS0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0242_STAMPING: C 2 Y 1961
 SS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0242+STABILITY: SURFACE MOTION
 SS0242
 SS0242  HISTORY     - Date     Condition        Report By
 SS0242  HISTORY     - 1961     MONUMENTED       CGS
 SS0242
 SS0242                          STATION DESCRIPTION
 SS0242
 SS0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0242'6.7 MI NE FROM STANFORD.
 SS0242'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0242'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 1.0 MILE NORTH ALONG A
 SS0242'GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A PRIVATE FIELD ROAD
 SS0242'THROUGH A FARM BELONGING TO MR. J. R. HEDRICK, IN SECTION 5, T 16 N, R
 SS0242'13 E, ABOUT 0.3 MILE NORTH OF A FARMHOUSE, ON THE TOP OF A LOW RIDGE
 SS0242'AND IN A PASTURE, 253 FEET WEST OF THE CENTER LINE OF THE FIELD ROAD,
 SS0242'29.3 FEET WEST OF C 2 Y R.M. 1, 27.3 FEET SOUTH OF C 2 Y R.M. 2, AND
 SS0242'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0241 ***********************************************************************
 SS0241  DESIGNATION -  C 2 Y RM 1
 SS0241  PID         -  SS0241
 SS0241  STATE/COUNTY-  MT/JUDITH BASIN
 SS0241  USGS QUAD   -  STANFORD NE (1978)
 SS0241
 SS0241                         *CURRENT SURVEY CONTROL
 SS0241  ___________________________________________________________________
 SS0241* NAD 83(1986)-  47 10 36.     (N)    110 06 49.     (W)     SCALED    
 SS0241* NAVD 88     -      1282.886  (meters)    4208.94   (feet)  ADJUSTED  
 SS0241  ___________________________________________________________________
 SS0241  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SS0241  DYNAMIC HT  -        1282.728 (meters)    4208.42  (feet)  COMP
 SS0241  MODELED GRAV-     980,445.2   (mgal)                       NAVD 88
 SS0241
 SS0241  VERT ORDER  -  SECOND    CLASS 0
 SS0241
 SS0241.The horizontal coordinates were scaled from a topographic map and have
 SS0241.an estimated accuracy of +/- 6 seconds.
 SS0241
 SS0241.The orthometric height was determined by differential leveling
 SS0241.and adjusted by the National Geodetic Survey in June 1991..
 SS0241
 SS0241.The geoid height was determined by GEOID03.
 SS0241
 SS0241.The dynamic height is computed by dividing the NAVD 88
 SS0241.geopotential number by the normal gravity value computed on the
 SS0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0241.degrees latitude (g = 980.6199 gals.).
 SS0241
 SS0241.The modeled gravity was interpolated from observed gravity values.
 SS0241
 SS0241;                    North         East    Units  Estimated Accuracy
 SS0241;SPC MT       -   325,390.      553,510.      MT  (+/- 180 meters Scaled)
 SS0241
 SS0241                          SUPERSEDED SURVEY CONTROL
 SS0241
 SS0241  NGVD 29 (??/??/92) 1281.980  (m)         4205.96   (f) ADJ UNCH    2 0
 SS0241
 SS0241.Superseded values are not recommended for survey control.
 SS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0241.See file dsdata.txt to determine how the superseded data were derived.
 SS0241
 SS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT671251(NAD 83)
 SS0241_MARKER: DR = REFERENCE MARK DISK
 SS0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0241_STAMPING: C 2 Y NO 1 1961
 SS0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0241+STABILITY: SURFACE MOTION
 SS0241
 SS0241  HISTORY     - Date     Condition        Report By
 SS0241  HISTORY     - 1961     MONUMENTED       CGS
 SS0241
 SS0241                          STATION DESCRIPTION
 SS0241
 SS0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0241'6.7 MI NE FROM STANFORD.
 SS0241'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0241'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 1.0 MILE NORTH ALONG A
 SS0241'GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A PRIVATE FIELD ROAD
 SS0241'THROUGH A FARM WHICH BELONGS TO MR. J. R. HEDRICK, IN SECTION 5, T 16
 SS0241'N, R 13 E, 224 FEET WEST OF THE CENTER LINE OF THE FIELD ROAD, 29.3
 SS0241'FEET EAST OF C 2 Y 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SS0241'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0243 ***********************************************************************
 SS0243  DESIGNATION -  C 2 Y RM 2
 SS0243  PID         -  SS0243
 SS0243  STATE/COUNTY-  MT/JUDITH BASIN
 SS0243  USGS QUAD   -  STANFORD NE (1978)
 SS0243
 SS0243                         *CURRENT SURVEY CONTROL
 SS0243  ___________________________________________________________________
 SS0243* NAD 83(1986)-  47 10 36.     (N)    110 06 49.     (W)     SCALED    
 SS0243* NAVD 88     -      1282.809  (meters)    4208.68   (feet)  ADJUSTED  
 SS0243  ___________________________________________________________________
 SS0243  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SS0243  DYNAMIC HT  -        1282.652 (meters)    4208.17  (feet)  COMP
 SS0243  MODELED GRAV-     980,445.2   (mgal)                       NAVD 88
 SS0243
 SS0243  VERT ORDER  -  SECOND    CLASS 0
 SS0243
 SS0243.The horizontal coordinates were scaled from a topographic map and have
 SS0243.an estimated accuracy of +/- 6 seconds.
 SS0243
 SS0243.The orthometric height was determined by differential leveling
 SS0243.and adjusted by the National Geodetic Survey in June 1991..
 SS0243
 SS0243.The geoid height was determined by GEOID03.
 SS0243
 SS0243.The dynamic height is computed by dividing the NAVD 88
 SS0243.geopotential number by the normal gravity value computed on the
 SS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0243.degrees latitude (g = 980.6199 gals.).
 SS0243
 SS0243.The modeled gravity was interpolated from observed gravity values.
 SS0243
 SS0243;                    North         East    Units  Estimated Accuracy
 SS0243;SPC MT       -   325,390.      553,510.      MT  (+/- 180 meters Scaled)
 SS0243
 SS0243                          SUPERSEDED SURVEY CONTROL
 SS0243
 SS0243  NGVD 29 (??/??/92) 1281.904  (m)         4205.71   (f) ADJ UNCH    2 0
 SS0243
 SS0243.Superseded values are not recommended for survey control.
 SS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0243.See file dsdata.txt to determine how the superseded data were derived.
 SS0243
 SS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT671251(NAD 83)
 SS0243_MARKER: DR = REFERENCE MARK DISK
 SS0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0243_STAMPING: C 2 Y NO 2 1961
 SS0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0243+STABILITY: SURFACE MOTION
 SS0243
 SS0243  HISTORY     - Date     Condition        Report By
 SS0243  HISTORY     - 1961     MONUMENTED       CGS
 SS0243
 SS0243                          STATION DESCRIPTION
 SS0243
 SS0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0243'6.7 MI NE FROM STANFORD.
 SS0243'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0243'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 1.0 MILE NORTH ALONG A
 SS0243'GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A PRIVATE FIELD ROAD
 SS0243'THROUGH A FARM WHICH BELONGS TO MR. J. R. HEDRICK, IN SECTION 5, T 16
 SS0243'N, R 13 E, 255 FEET WEST OF THE CENTER LINE OF THE FIELD ROAD, 273
 SS0243'FEET NORTH OF C 2 Y 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SS0243'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0245 ***********************************************************************
 SS0245  DESIGNATION -  C 2 Z
 SS0245  PID         -  SS0245
 SS0245  STATE/COUNTY-  MT/JUDITH BASIN
 SS0245  USGS QUAD   -  STANFORD NE (1978)
 SS0245
 SS0245                         *CURRENT SURVEY CONTROL
 SS0245  ___________________________________________________________________
 SS0245* NAD 83(1986)-  47 10 29.     (N)    110 06 23.     (W)     SCALED    
 SS0245* NAVD 88     -      1301.023  (meters)    4268.44   (feet)  ADJUSTED  
 SS0245  ___________________________________________________________________
 SS0245  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 SS0245  DYNAMIC HT  -        1300.864 (meters)    4267.92  (feet)  COMP
 SS0245  MODELED GRAV-     980,444.9   (mgal)                       NAVD 88
 SS0245
 SS0245  VERT ORDER  -  SECOND    CLASS 0
 SS0245
 SS0245.The horizontal coordinates were scaled from a topographic map and have
 SS0245.an estimated accuracy of +/- 6 seconds.
 SS0245
 SS0245.The orthometric height was determined by differential leveling
 SS0245.and adjusted by the National Geodetic Survey in June 1991..
 SS0245
 SS0245.The geoid height was determined by GEOID03.
 SS0245
 SS0245.The dynamic height is computed by dividing the NAVD 88
 SS0245.geopotential number by the normal gravity value computed on the
 SS0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0245.degrees latitude (g = 980.6199 gals.).
 SS0245
 SS0245.The modeled gravity was interpolated from observed gravity values.
 SS0245
 SS0245;                    North         East    Units  Estimated Accuracy
 SS0245;SPC MT       -   325,170.      554,060.      MT  (+/- 180 meters Scaled)
 SS0245
 SS0245                          SUPERSEDED SURVEY CONTROL
 SS0245
 SS0245  NGVD 29 (??/??/92) 1300.119  (m)         4265.47   (f) ADJ UNCH    2 0
 SS0245
 SS0245.Superseded values are not recommended for survey control.
 SS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0245.See file dsdata.txt to determine how the superseded data were derived.
 SS0245
 SS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT677249(NAD 83)
 SS0245_MARKER: DS = TRIANGULATION STATION DISK
 SS0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0245_STAMPING: C 2 Z 1961
 SS0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0245+STABILITY: SURFACE MOTION
 SS0245
 SS0245  HISTORY     - Date     Condition        Report By
 SS0245  HISTORY     - 1961     MONUMENTED       CGS
 SS0245
 SS0245                          STATION DESCRIPTION
 SS0245
 SS0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0245'7.0 MI NE FROM STANFORD.
 SS0245'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0245'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 1.0 MILE NORTH ALONG
 SS0245'STATE SECONDARY ROAD 230, THENCE 4.55 MILES EAST ALONG A GRAVELED
 SS0245'ROAD, THENCE 0.25 MILE NORTH ALONG A FENCE TO THE TOP OF A HILL,
 SS0245'THENCE 0.1 MILE WEST ACROSS A PASTURE, IN SECTION 5, T 16 N, R 13 E,
 SS0245'ABOUT 0.35 MILE NORTHEAST OF A RANCH HOUSE, ON THE HIGHEST POINT IN
 SS0245'THE VICINITY, 30.7 FEET WEST OF C 2 Z R.M. 1, 26.5 FEET SOUTH OF C 2 Z
 SS0245'R.M. 2, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0246 ***********************************************************************
 SS0246  DESIGNATION -  C 2 Z RM 1
 SS0246  PID         -  SS0246
 SS0246  STATE/COUNTY-  MT/JUDITH BASIN
 SS0246  USGS QUAD   -  STANFORD NE (1978)
 SS0246
 SS0246                         *CURRENT SURVEY CONTROL
 SS0246  ___________________________________________________________________
 SS0246* NAD 83(1986)-  47 10 29.     (N)    110 06 23.     (W)     SCALED    
 SS0246* NAVD 88     -      1300.827  (meters)    4267.80   (feet)  ADJUSTED  
 SS0246  ___________________________________________________________________
 SS0246  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 SS0246  DYNAMIC HT  -        1300.668 (meters)    4267.27  (feet)  COMP
 SS0246  MODELED GRAV-     980,444.9   (mgal)                       NAVD 88
 SS0246
 SS0246  VERT ORDER  -  SECOND    CLASS 0
 SS0246
 SS0246.The horizontal coordinates were scaled from a topographic map and have
 SS0246.an estimated accuracy of +/- 6 seconds.
 SS0246
 SS0246.The orthometric height was determined by differential leveling
 SS0246.and adjusted by the National Geodetic Survey in June 1991..
 SS0246
 SS0246.The geoid height was determined by GEOID03.
 SS0246
 SS0246.The dynamic height is computed by dividing the NAVD 88
 SS0246.geopotential number by the normal gravity value computed on the
 SS0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0246.degrees latitude (g = 980.6199 gals.).
 SS0246
 SS0246.The modeled gravity was interpolated from observed gravity values.
 SS0246
 SS0246;                    North         East    Units  Estimated Accuracy
 SS0246;SPC MT       -   325,170.      554,060.      MT  (+/- 180 meters Scaled)
 SS0246
 SS0246                          SUPERSEDED SURVEY CONTROL
 SS0246
 SS0246  NGVD 29 (??/??/92) 1299.922  (m)         4264.83   (f) ADJ UNCH    2 0
 SS0246
 SS0246.Superseded values are not recommended for survey control.
 SS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0246.See file dsdata.txt to determine how the superseded data were derived.
 SS0246
 SS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT677249(NAD 83)
 SS0246_MARKER: DR = REFERENCE MARK DISK
 SS0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0246_STAMPING: C 2 Z NO 1 1961
 SS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0246+STABILITY: SURFACE MOTION
 SS0246
 SS0246  HISTORY     - Date     Condition        Report By
 SS0246  HISTORY     - 1961     MONUMENTED       CGS
 SS0246
 SS0246                          STATION DESCRIPTION
 SS0246
 SS0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0246'7.0 MI NE FROM STANFORD.
 SS0246'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0246'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 1.0 MILE NORTH ALONG
 SS0246'STATE SECONDARY ROAD 230, THENCE 4.55 MILES EAST ALONG A GRAVELED
 SS0246'ROAD, THENCE 0.25 MILE NORTH ALONG A FENCE TO THE TOP OF A HILL,
 SS0246'THENCE 0.1 MILE WEST ACROSS A PASTURE, IN SECTION 5, T 16 N, R 13 E,
 SS0246'30.7 FEET EAST OF C 2 Z 1961, AND SET IN THE TOP OF A CONCRETE POST
 SS0246'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0244 ***********************************************************************
 SS0244  DESIGNATION -  C 2 Z RM 2
 SS0244  PID         -  SS0244
 SS0244  STATE/COUNTY-  MT/JUDITH BASIN
 SS0244  USGS QUAD   -  STANFORD NE (1978)
 SS0244
 SS0244                         *CURRENT SURVEY CONTROL
 SS0244  ___________________________________________________________________
 SS0244* NAD 83(1986)-  47 10 29.     (N)    110 06 23.     (W)     SCALED    
 SS0244* NAVD 88     -      1300.524  (meters)    4266.80   (feet)  ADJUSTED  
 SS0244  ___________________________________________________________________
 SS0244  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 SS0244  DYNAMIC HT  -        1300.365 (meters)    4266.28  (feet)  COMP
 SS0244  MODELED GRAV-     980,444.9   (mgal)                       NAVD 88
 SS0244
 SS0244  VERT ORDER  -  SECOND    CLASS 0
 SS0244
 SS0244.The horizontal coordinates were scaled from a topographic map and have
 SS0244.an estimated accuracy of +/- 6 seconds.
 SS0244
 SS0244.The orthometric height was determined by differential leveling
 SS0244.and adjusted by the National Geodetic Survey in June 1991..
 SS0244
 SS0244.The geoid height was determined by GEOID03.
 SS0244
 SS0244.The dynamic height is computed by dividing the NAVD 88
 SS0244.geopotential number by the normal gravity value computed on the
 SS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0244.degrees latitude (g = 980.6199 gals.).
 SS0244
 SS0244.The modeled gravity was interpolated from observed gravity values.
 SS0244
 SS0244;                    North         East    Units  Estimated Accuracy
 SS0244;SPC MT       -   325,170.      554,060.      MT  (+/- 180 meters Scaled)
 SS0244
 SS0244                          SUPERSEDED SURVEY CONTROL
 SS0244
 SS0244  NGVD 29 (??/??/92) 1299.620  (m)         4263.84   (f) ADJ UNCH    2 0
 SS0244
 SS0244.Superseded values are not recommended for survey control.
 SS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0244.See file dsdata.txt to determine how the superseded data were derived.
 SS0244
 SS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT677249(NAD 83)
 SS0244_MARKER: DR = REFERENCE MARK DISK
 SS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0244_STAMPING: C 2 Z NO 2 1961
 SS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0244+STABILITY: SURFACE MOTION
 SS0244
 SS0244  HISTORY     - Date     Condition        Report By
 SS0244  HISTORY     - 1961     MONUMENTED       CGS
 SS0244
 SS0244                          STATION DESCRIPTION
 SS0244
 SS0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0244'7.0 MI NE FROM STANFORD.
 SS0244'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0244'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 1.0 MILE NORTH ALONG
 SS0244'STATE SECONDARY ROAD 230, THENCE 4.55 MILES EAST ALONG A GRAVELED
 SS0244'ROAD, THENCE 0.25 MILE NORTH ALONG A FENCE TO THE TOP OF A HILL,
 SS0244'THENCE 0.1 MILE WEST ACROSS A PASTURE, IN SECTION 5, T 16 N, R 13 E,
 SS0244'26.5 FEET NORTH OF C 2 Z 1961, AND SET IN THE TOP OF A CONCRETE POST
 SS0244'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0168 ***********************************************************************
 TJ0168  DESIGNATION -  C 20
 TJ0168  PID         -  TJ0168
 TJ0168  STATE/COUNTY-  MT/VALLEY
 TJ0168  USGS QUAD   -  GLASGOW (1978)
 TJ0168
 TJ0168                         *CURRENT SURVEY CONTROL
 TJ0168  ___________________________________________________________________
 TJ0168* NAD 83(1986)-  48 12 31.     (N)    106 40 34.     (W)     SCALED    
 TJ0168* NAVD 88     -       639.284  (meters)    2097.38   (feet)  ADJUSTED  
 TJ0168  ___________________________________________________________________
 TJ0168  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TJ0168  DYNAMIC HT  -         639.360 (meters)    2097.63  (feet)  COMP
 TJ0168  MODELED GRAV-     980,709.0   (mgal)                       NAVD 88
 TJ0168
 TJ0168  VERT ORDER  -  FIRST     CLASS II
 TJ0168
 TJ0168.The horizontal coordinates were scaled from a topographic map and have
 TJ0168.an estimated accuracy of +/- 6 seconds.
 TJ0168
 TJ0168.The orthometric height was determined by differential leveling
 TJ0168.and adjusted by the National Geodetic Survey in June 1991..
 TJ0168
 TJ0168.The geoid height was determined by GEOID03.
 TJ0168
 TJ0168.The dynamic height is computed by dividing the NAVD 88
 TJ0168.geopotential number by the normal gravity value computed on the
 TJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0168.degrees latitude (g = 980.6199 gals.).
 TJ0168
 TJ0168.The modeled gravity was interpolated from observed gravity values.
 TJ0168
 TJ0168;                    North         East    Units  Estimated Accuracy
 TJ0168;SPC MT       -   443,660.      809,760.      MT  (+/- 180 meters Scaled)
 TJ0168
 TJ0168                          SUPERSEDED SURVEY CONTROL
 TJ0168
 TJ0168  NGVD 29 (??/??/92)  638.658  (m)         2095.33   (f) ADJ UNCH    1 2
 TJ0168
 TJ0168.Superseded values are not recommended for survey control.
 TJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0168.See file dsdata.txt to determine how the superseded data were derived.
 TJ0168
 TJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP754408(NAD 83)
 TJ0168_MARKER: DB = BENCH MARK DISK
 TJ0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0168_SP_SET: ABUTMENT
 TJ0168_STAMPING: 2095.517
 TJ0168_MARK LOGO: CGS   
 TJ0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0168
 TJ0168  HISTORY     - Date     Condition        Report By
 TJ0168  HISTORY     - UNK      MONUMENTED       CGS
 TJ0168  HISTORY     - 1948     GOOD             NGS
 TJ0168  HISTORY     - 1980     GOOD             NGS
 TJ0168
 TJ0168                          STATION DESCRIPTION
 TJ0168
 TJ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0168'2.0 MI W FROM GLASGOW.
 TJ0168'2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0168'GLASGOW, VALLEY COUNTY, AT THE EAST END OF BRIDGE 279/6, IN THE TOP OF
 TJ0168'THE LOWER PORTION OF THE EAST STONE ABUTMENT, 7.5 FEET SOUTH OF THE
 TJ0168'SOUTH RAIL OF THE TRACK, 3 FEET SOUTHWEST OF THE EAST END OF THE STEEL
 TJ0168'GIRDER ALONG THE SOUTH SIDE OF THE BRIDGE, 1.1 FEET EAST OF THE WEST
 TJ0168'EDGE OF THE ABUTMENT, AND 5 FEET LOWER THAN THE RAIL.  A STANDARD
 TJ0168'DISK, STAMPED 2095.517.
 TJ0168
 TJ0168                          STATION RECOVERY (1980)
 TJ0168
 TJ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0168'3.2 KM (2.0 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TJ0168'THE STATION IN GLASGOW, IN TOP OF THE SOUTH END OF THE EAST ROCK
 TJ0168'ABUTMENT (LOWER PORTION) OF BRIDGE NUMBER 279.6 OVER THE MILK RIVER
 TJ0168'AND 2.3 METERS (7.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 TJ0168'NOTE=THIS MARK COULD NOT BE LEVELED TO DUE TO BRIDGE WORK.
 TJ0168'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0523 ***********************************************************************
 RV0523  DESIGNATION -  C 200
 RV0523  PID         -  RV0523
 RV0523  STATE/COUNTY-  MT/WHEATLAND
 RV0523  USGS QUAD   -  YAPLE BENCH (1995)
 RV0523
 RV0523                         *CURRENT SURVEY CONTROL
 RV0523  ___________________________________________________________________
 RV0523* NAD 83(1986)-  46 39 00.     (N)    109 37 11.     (W)     SCALED    
 RV0523* NAVD 88     -      1468.601  (meters)    4818.24   (feet)  ADJUSTED  
 RV0523  ___________________________________________________________________
 RV0523  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 RV0523  DYNAMIC HT  -        1468.293 (meters)    4817.22  (feet)  COMP
 RV0523  MODELED GRAV-     980,351.9   (mgal)                       NAVD 88
 RV0523
 RV0523  VERT ORDER  -  SECOND    CLASS 0
 RV0523
 RV0523.The horizontal coordinates were scaled from a topographic map and have
 RV0523.an estimated accuracy of +/- 6 seconds.
 RV0523
 RV0523.The orthometric height was determined by differential leveling
 RV0523.and adjusted by the National Geodetic Survey in June 1991..
 RV0523
 RV0523.The geoid height was determined by GEOID03.
 RV0523
 RV0523.The dynamic height is computed by dividing the NAVD 88
 RV0523.geopotential number by the normal gravity value computed on the
 RV0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0523.degrees latitude (g = 980.6199 gals.).
 RV0523
 RV0523.The modeled gravity was interpolated from observed gravity values.
 RV0523
 RV0523;                    North         East    Units  Estimated Accuracy
 RV0523;SPC MT       -   266,700.      590,840.      MT  (+/- 180 meters Scaled)
 RV0523
 RV0523                          SUPERSEDED SURVEY CONTROL
 RV0523
 RV0523  NGVD 29 (??/??/92) 1467.627  (m)         4815.04   (f) ADJ UNCH    2 0
 RV0523
 RV0523.Superseded values are not recommended for survey control.
 RV0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0523.See file dsdata.txt to determine how the superseded data were derived.
 RV0523
 RV0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS056671(NAD 83)
 RV0523_MARKER: DB = BENCH MARK DISK
 RV0523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0523_SP_SET: 5 FT.
 RV0523_STAMPING: C 200 1961
 RV0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0523
 RV0523  HISTORY     - Date     Condition        Report By
 RV0523  HISTORY     - 1961     MONUMENTED       CGS
 RV0523
 RV0523                          STATION DESCRIPTION
 RV0523
 RV0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0523'8.3 MI SE FROM JUDITH GAP.
 RV0523'ABOUT 7.15 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0523'GAP, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, 35 FEET EAST OF THE
 RV0523'CENTER LINE OF THE ROAD, 15 FEET NORTH OF THE CENTER OF A WIRE GATE,
 RV0523'2.0 FEET SOUTHWEST OF A T FENCE CORNER POST, 1.6 FEET NORTHEAST OF A
 RV0523'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 RV0523'5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF 5
 RV0523'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH TILE WHICH
 RV0523'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0014 ***********************************************************************
 TH0014  DESIGNATION -  C 203
 TH0014  PID         -  TH0014
 TH0014  STATE/COUNTY-  MT/SHERIDAN
 TH0014  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0014
 TH0014                         *CURRENT SURVEY CONTROL
 TH0014  ___________________________________________________________________
 TH0014* NAD 83(1986)-  48 53 30.     (N)    104 10 09.     (W)     SCALED    
 TH0014* NAVD 88     -       677.402  (meters)    2222.44   (feet)  ADJUSTED  
 TH0014  ___________________________________________________________________
 TH0014  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 TH0014  DYNAMIC HT  -         677.523 (meters)    2222.84  (feet)  COMP
 TH0014  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 TH0014
 TH0014  VERT ORDER  -  SECOND    CLASS 0
 TH0014
 TH0014.The horizontal coordinates were scaled from a topographic map and have
 TH0014.an estimated accuracy of +/- 6 seconds.
 TH0014
 TH0014.The orthometric height was determined by differential leveling
 TH0014.and adjusted by the National Geodetic Survey in June 1991..
 TH0014
 TH0014.The geoid height was determined by GEOID03.
 TH0014
 TH0014.The dynamic height is computed by dividing the NAVD 88
 TH0014.geopotential number by the normal gravity value computed on the
 TH0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0014.degrees latitude (g = 980.6199 gals.).
 TH0014
 TH0014.The modeled gravity was interpolated from observed gravity values.
 TH0014
 TH0014;                    North         East    Units  Estimated Accuracy
 TH0014;SPC MT       -   529,120.      990,590.      MT  (+/- 180 meters Scaled)
 TH0014
 TH0014                          SUPERSEDED SURVEY CONTROL
 TH0014
 TH0014  NGVD 29 (??/??/92)  676.875  (m)         2220.71   (f) ADJ UNCH    2 0
 TH0014
 TH0014.Superseded values are not recommended for survey control.
 TH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0014.See file dsdata.txt to determine how the superseded data were derived.
 TH0014
 TH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ609157(NAD 83)
 TH0014_MARKER: DB = BENCH MARK DISK
 TH0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0014_STAMPING: C-203 -- 1934
 TH0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0014+STABILITY: SURFACE MOTION
 TH0014
 TH0014  HISTORY     - Date     Condition        Report By
 TH0014  HISTORY     - 1934     MONUMENTED       CGS
 TH0014
 TH0014                          STATION DESCRIPTION
 TH0014
 TH0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0014'6.6 MI W FROM WESTBY.
 TH0014'6.6 MILES WEST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE. MARIE
 TH0014'RAILWAY STATION AT WESTBY.  2.7 MILES WEST OF DEPOT AT MCELROY.  58
 TH0014'FEET NORTH OF RAILWAY FENCE.  21 FEET WEST OF CENTERLINE OF ROAD
 TH0014'CROSSING TRACK.  18 FEET SOUTH OF SOUTH RAIL OF TRACK.  A STANDARD
 TH0014'TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.  NOTE-- THE
 TH0014'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE
 TH0014'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0222 ***********************************************************************
 RT0222  DESIGNATION -  C 204
 RT0222  PID         -  RT0222
 RT0222  STATE/COUNTY-  MT/CUSTER
 RT0222  USGS QUAD   -  KNOWLTON (1969)
 RT0222
 RT0222                         *CURRENT SURVEY CONTROL
 RT0222  ___________________________________________________________________
 RT0222* NAD 83(1986)-  46 20 38.     (N)    105 03 05.     (W)     SCALED    
 RT0222* NAVD 88     -       950.088  (meters)    3117.08   (feet)  ADJUSTED  
 RT0222  ___________________________________________________________________
 RT0222  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RT0222  DYNAMIC HT  -         949.978 (meters)    3116.72  (feet)  COMP
 RT0222  MODELED GRAV-     980,465.7   (mgal)                       NAVD 88
 RT0222
 RT0222  VERT ORDER  -  SECOND    CLASS 0
 RT0222
 RT0222.The horizontal coordinates were scaled from a topographic map and have
 RT0222.an estimated accuracy of +/- 6 seconds.
 RT0222
 RT0222.The orthometric height was determined by differential leveling
 RT0222.and adjusted by the National Geodetic Survey in June 1991..
 RT0222
 RT0222.The geoid height was determined by GEOID03.
 RT0222
 RT0222.The dynamic height is computed by dividing the NAVD 88
 RT0222.geopotential number by the normal gravity value computed on the
 RT0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0222.degrees latitude (g = 980.6199 gals.).
 RT0222
 RT0222.The modeled gravity was interpolated from observed gravity values.
 RT0222
 RT0222;                    North         East    Units  Estimated Accuracy
 RT0222;SPC MT       -   242,400.      942,090.      MT  (+/- 180 meters Scaled)
 RT0222
 RT0222                          SUPERSEDED SURVEY CONTROL
 RT0222
 RT0222  NGVD 29 (??/??/92)  949.498  (m)         3115.14   (f) ADJ UNCH    2 0
 RT0222
 RT0222.Superseded values are not recommended for survey control.
 RT0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0222.See file dsdata.txt to determine how the superseded data were derived.
 RT0222
 RT0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM960322(NAD 83)
 RT0222_MARKER: DB = BENCH MARK DISK
 RT0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0222_STAMPING: C 204 1934
 RT0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0222+STABILITY: SURFACE MOTION
 RT0222
 RT0222  HISTORY     - Date     Condition        Report By
 RT0222  HISTORY     - 1934     MONUMENTED       CGS
 RT0222  HISTORY     - 1941     GOOD             NGS
 RT0222
 RT0222                          STATION DESCRIPTION
 RT0222
 RT0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RT0222'2.3 MI NE FROM KNOWLTON.
 RT0222'2.3 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO ISMAY FROM THE
 RT0222'SCHOOLHOUSE AT KNOWLTON, CUSTER COUNTY, 0.2 MILE NORTHEAST OF A RANCH
 RT0222'HOUSE NORTH OF THE ROAD, AT A CURVE TO THE LEFT, AT A SECTION FENCE
 RT0222'EXTENDING TO THE ROAD ON EITHER SIDE, 38 FEET SOUTHEAST OF THE
 RT0222'CENTERLINE OF THE ROAD, AND 1.7 FEET NORTHWEST OF A FENCE PARALLELING
 RT0222'THE ROAD.  A STANDARD DISK, STAMPED C 204 1934 AND SET IN THE TOP OF A
 RT0222'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0093 ***********************************************************************
 QU0093  DESIGNATION -  C 205
 QU0093  PID         -  QU0093
 QU0093  STATE/COUNTY-  MT/CUSTER
 QU0093  USGS QUAD   -  MILLS CREEK EAST (1979)
 QU0093
 QU0093                         *CURRENT SURVEY CONTROL
 QU0093  ___________________________________________________________________
 QU0093* NAD 83(1986)-  45 57 25.     (N)    105 01 21.     (W)     SCALED    
 QU0093* NAVD 88     -       827.525  (meters)    2714.97   (feet)  ADJUSTED  
 QU0093  ___________________________________________________________________
 QU0093  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 QU0093  DYNAMIC HT  -         827.404 (meters)    2714.57  (feet)  COMP
 QU0093  MODELED GRAV-     980,442.2   (mgal)                       NAVD 88
 QU0093
 QU0093  VERT ORDER  -  SECOND    CLASS 0
 QU0093
 QU0093.The horizontal coordinates were scaled from a topographic map and have
 QU0093.an estimated accuracy of +/- 6 seconds.
 QU0093
 QU0093.The orthometric height was determined by differential leveling
 QU0093.and adjusted by the National Geodetic Survey in June 1991..
 QU0093
 QU0093.The geoid height was determined by GEOID03.
 QU0093
 QU0093.The dynamic height is computed by dividing the NAVD 88
 QU0093.geopotential number by the normal gravity value computed on the
 QU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0093.degrees latitude (g = 980.6199 gals.).
 QU0093
 QU0093.The modeled gravity was interpolated from observed gravity values.
 QU0093
 QU0093;                    North         East    Units  Estimated Accuracy
 QU0093;SPC MT       -   199,610.      946,770.      MT  (+/- 180 meters Scaled)
 QU0093
 QU0093                          SUPERSEDED SURVEY CONTROL
 QU0093
 QU0093  NGVD 29 (??/??/92)  826.943  (m)         2713.06   (f) ADJ UNCH    2 0
 QU0093
 QU0093.Superseded values are not recommended for survey control.
 QU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0093.See file dsdata.txt to determine how the superseded data were derived.
 QU0093
 QU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL982892(NAD 83)
 QU0093_MARKER: DB = BENCH MARK DISK
 QU0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0093_STAMPING: C 205 1934
 QU0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0093+STABILITY: SURFACE MOTION
 QU0093
 QU0093  HISTORY     - Date     Condition        Report By
 QU0093  HISTORY     - 1934     MONUMENTED       CGS
 QU0093  HISTORY     - 1973     GOOD             USGS
 QU0093
 QU0093                          STATION DESCRIPTION
 QU0093
 QU0093'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0093'15.3 MI NW FROM POWDERVILLE.
 QU0093'15.3 MILES POWDER RIVER BRIDGE NEAR POWERVILLE, POWER RIVER COUNTY,
 QU0093'1.0 MILE WEST OF, THENCE 14.3 MILES NORTH ALONG COUNTY ROAD
 QU0093'TO MIZPAH, THENCE 0.4 MILE NORTHEAST ON RANCH ROAD TO CATTLEGUARD
 QU0093'AND FENCE SOUTH, BM IS 29 FEET SOUTH AND 1.5 FEET WEST OF
 QU0093'CATTLEGUARD.  A STANDARD DISK, STAMPED C 205 1934 AND SET IN
 QU0093'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0164 ***********************************************************************
 QU0164  DESIGNATION -  C 206
 QU0164  PID         -  QU0164
 QU0164  STATE/COUNTY-  MT/POWDER RIVER
 QU0164  USGS QUAD   -  MONDAY CREEK (1973)
 QU0164
 QU0164                         *CURRENT SURVEY CONTROL
 QU0164  ___________________________________________________________________
 QU0164* NAD 83(1986)-  45 27 26.     (N)    105 20 23.     (W)     SCALED    
 QU0164* NAVD 88     -       928.392  (meters)    3045.90   (feet)  ADJUSTED  
 QU0164  ___________________________________________________________________
 QU0164  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QU0164  DYNAMIC HT  -         928.207 (meters)    3045.29  (feet)  COMP
 QU0164  MODELED GRAV-     980,384.2   (mgal)                       NAVD 88
 QU0164
 QU0164  VERT ORDER  -  FIRST     CLASS II
 QU0164
 QU0164.The horizontal coordinates were scaled from a topographic map and have
 QU0164.an estimated accuracy of +/- 6 seconds.
 QU0164
 QU0164.The orthometric height was determined by differential leveling
 QU0164.and adjusted by the National Geodetic Survey in June 1991..
 QU0164.WARNING-Repeat measurements at this control monument indicate possible
 QU0164.vertical movement.
 QU0164
 QU0164.The geoid height was determined by GEOID03.
 QU0164
 QU0164.The dynamic height is computed by dividing the NAVD 88
 QU0164.geopotential number by the normal gravity value computed on the
 QU0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0164.degrees latitude (g = 980.6199 gals.).
 QU0164
 QU0164.The modeled gravity was interpolated from observed gravity values.
 QU0164
 QU0164;                    North         East    Units  Estimated Accuracy
 QU0164;SPC MT       -   142,810.      925,170.      MT  (+/- 180 meters Scaled)
 QU0164
 QU0164                          SUPERSEDED SURVEY CONTROL
 QU0164
 QU0164  NGVD 29 (??/??/92)  927.778  (m)         3043.89   (f) ADJ UNCH    1 2
 QU0164
 QU0164.Superseded values are not recommended for survey control.
 QU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0164.See file dsdata.txt to determine how the superseded data were derived.
 QU0164
 QU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL734338(NAD 83)
 QU0164_MARKER: DB = BENCH MARK DISK
 QU0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0164_SP_SET: CONCRETE POST
 QU0164_STAMPING: C 206 1934
 QU0164_MARK LOGO: CGS   
 QU0164_PROJECTION: PROJECTING 15 CENTIMETERS
 QU0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0164+STABILITY: SURFACE MOTION
 QU0164
 QU0164  HISTORY     - Date     Condition        Report By
 QU0164  HISTORY     - 1934     MONUMENTED       CGS
 QU0164  HISTORY     - 1973     GOOD             USGS
 QU0164  HISTORY     - 1985     GOOD             NGS
 QU0164
 QU0164                          STATION DESCRIPTION
 QU0164
 QU0164'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0164'4.4 MI NE FROM BROADUS.
 QU0164'U.S. HIGHWAY 212 AT THE INTERSECTION OF PARK AVE. AND HOLT ST., 1
 QU0164'BLOCK SOUTH AND 1 BLOCK WEST OF THE POST OFFICE AT BROADUS,
 QU0164'POWDER RIVER COUNTY, THENCE 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY
 QU0164'212 TO THE JUNCTION WITH A COUNTY ROAD LEADING TO POWDERVILLE,
 QU0164'THENCE LEFT ALONG COUNTY ROAD FOR 3.8 MILES, 365 FEET NORTHEAST
 QU0164'OF A ROAD JUNCTION WEST TO A RANCH HOUSE, 140 FEET SOUTHWEST OF
 QU0164'POWERLINE POLE 86, 45 FEET WEST OF THE CENTERLINE OF THE COUNTY
 QU0164'ROAD, A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 6
 QU0164'INCHES ABOVE GROUND STAMPED C-206,1934.
 QU0164
 QU0164                          STATION RECOVERY (1985)
 QU0164
 QU0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0164'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 2.3 KM (1.45 MI)
 QU0164'SOUTH ALONG STATE HIGHWAY 59 FROM THE COUNTY COURTHOUSE AT BROADUS,
 QU0164'THENCE 6.1 KM (3.8 MI) NORTHEAST ALONG POWDER RIVER ROAD, 1.1 KM (0.7
 QU0164'MI) SOUTHWEST OF THE SOUTHWEST END OF A STEEL BRIDGE OVER THE LITTLE
 QU0164'POWDER RIVER, 0.55 KM (0.35 MI) NORTHEAST OF A POWER LINE CROSSING,
 QU0164'13.1 METERS (43.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 66.1
 QU0164'METERS (217.0 FT) SOUTHWEST OF A FENCE CORNER POST, AND 30.0 METERS
 QU0164'(98.5 FT) WEST AND ACROSS THE ROAD FROM A FENCE CORNER POST.
 QU0164'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 QU0164'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0251 ***********************************************************************
 RT0251  DESIGNATION -  C 207
 RT0251  PID         -  RT0251
 RT0251  STATE/COUNTY-  MT/CUSTER
 RT0251  USGS QUAD   -  LOCATE SE (1969)
 RT0251
 RT0251                         *CURRENT SURVEY CONTROL
 RT0251  ___________________________________________________________________
 RT0251* NAD 83(1986)-  46 15 39.     (N)    105 17 37.     (W)     SCALED    
 RT0251* NAVD 88     -       762.525  (meters)    2501.72   (feet)  ADJUSTED  
 RT0251  ___________________________________________________________________
 RT0251  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 RT0251  DYNAMIC HT  -         762.444 (meters)    2501.45  (feet)  COMP
 RT0251  MODELED GRAV-     980,483.5   (mgal)                       NAVD 88
 RT0251
 RT0251  VERT ORDER  -  SECOND    CLASS 0
 RT0251
 RT0251.The horizontal coordinates were scaled from a topographic map and have
 RT0251.an estimated accuracy of +/- 6 seconds.
 RT0251
 RT0251.The orthometric height was determined by differential leveling
 RT0251.and adjusted by the National Geodetic Survey in June 1991..
 RT0251
 RT0251.The geoid height was determined by GEOID03.
 RT0251
 RT0251.The dynamic height is computed by dividing the NAVD 88
 RT0251.geopotential number by the normal gravity value computed on the
 RT0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0251.degrees latitude (g = 980.6199 gals.).
 RT0251
 RT0251.The modeled gravity was interpolated from observed gravity values.
 RT0251
 RT0251;                    North         East    Units  Estimated Accuracy
 RT0251;SPC MT       -   232,160.      923,980.      MT  (+/- 180 meters Scaled)
 RT0251
 RT0251                          SUPERSEDED SURVEY CONTROL
 RT0251
 RT0251  NGVD 29 (??/??/92)  761.954  (m)         2499.84   (f) ADJ UNCH    2 0
 RT0251
 RT0251.Superseded values are not recommended for survey control.
 RT0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0251.See file dsdata.txt to determine how the superseded data were derived.
 RT0251
 RT0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM773230(NAD 83)
 RT0251_MARKER: DB = BENCH MARK DISK
 RT0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0251_STAMPING: C 207 1934
 RT0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0251+STABILITY: SURFACE MOTION
 RT0251
 RT0251  HISTORY     - Date     Condition        Report By
 RT0251  HISTORY     - 1934     MONUMENTED       CGS
 RT0251  HISTORY     - 1941     GOOD             NGS
 RT0251
 RT0251                          STATION DESCRIPTION
 RT0251
 RT0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0251'0.2 MI S FROM MIZPAH.
 RT0251'ABOUT 0.2 MILE SOUTH ALONG THE MILES CITY-EKALAKA ROAD FROM THE POST
 RT0251'OFFICE AT MIZPAH, CUSTER COUNTY, ABOUT 1.9 MILES WEST OF THE POWDER
 RT0251'RIVER BRIDGE NEAR MIZPAH, 108 FEET WEST OF THE EAST END OF THE BRIDGE
 RT0251'OVER MIZPAH CREEK, 52.3 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 RT0251'AND 2.8 FEET NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED C 207
 RT0251'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 RT0251'ABOVE GROUND.
 RT0251
 RT0251                          STATION RECOVERY (1941)
 RT0251
 RT0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RT0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0021 ***********************************************************************
 RT0021  DESIGNATION -  C 208
 RT0021  PID         -  RT0021
 RT0021  STATE/COUNTY-  MT/WIBAUX
 RT0021  USGS QUAD   -  RED TOP BUTTE (1982)
 RT0021
 RT0021                         *CURRENT SURVEY CONTROL
 RT0021  ___________________________________________________________________
 RT0021* NAD 83(1986)-  46 47 14.     (N)    104 13 41.     (W)     SCALED    
 RT0021* NAVD 88     -       868.480  (meters)    2849.34   (feet)  ADJUSTED  
 RT0021  ___________________________________________________________________
 RT0021  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RT0021  DYNAMIC HT  -         868.442 (meters)    2849.21  (feet)  COMP
 RT0021  MODELED GRAV-     980,541.1   (mgal)                       NAVD 88
 RT0021
 RT0021  VERT ORDER  -  SECOND    CLASS 0
 RT0021
 RT0021.The horizontal coordinates were scaled from a topographic map and have
 RT0021.an estimated accuracy of +/- 6 seconds.
 RT0021
 RT0021.The orthometric height was determined by differential leveling
 RT0021.and adjusted by the National Geodetic Survey in June 1991..
 RT0021
 RT0021.The geoid height was determined by GEOID03.
 RT0021
 RT0021.The dynamic height is computed by dividing the NAVD 88
 RT0021.geopotential number by the normal gravity value computed on the
 RT0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0021.degrees latitude (g = 980.6199 gals.).
 RT0021
 RT0021.The modeled gravity was interpolated from observed gravity values.
 RT0021
 RT0021;                    North         East    Units  Estimated Accuracy
 RT0021;SPC MT       -   295,470.    1,002,010.      MT  (+/- 180 meters Scaled)
 RT0021
 RT0021                          SUPERSEDED SURVEY CONTROL
 RT0021
 RT0021  NGVD 29 (??/??/92)  867.859  (m)         2847.30   (f) ADJ UNCH    2 0
 RT0021
 RT0021.Superseded values are not recommended for survey control.
 RT0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0021.See file dsdata.txt to determine how the superseded data were derived.
 RT0021
 RT0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM589818(NAD 83)
 RT0021_MARKER: DB = BENCH MARK DISK
 RT0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0021_STAMPING: C 208 1934
 RT0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0021+STABILITY: SURFACE MOTION
 RT0021
 RT0021  HISTORY     - Date     Condition        Report By
 RT0021  HISTORY     - 1934     MONUMENTED       CGS
 RT0021  HISTORY     - 1948     GOOD             NGS
 RT0021  HISTORY     - 1976     GOOD             USGS
 RT0021
 RT0021                          STATION DESCRIPTION
 RT0021
 RT0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RT0021'16 MI S FROM WIBAUX.
 RT0021'16 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE NORTHERN PACIFIC RAILWAY
 RT0021'STATION AT WIBAUX, WIBAUX COUNTY, IN THE NORTHWEST CORNER OF THE
 RT0021'STANDARD SCHOOLYARD, 163 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 RT0021'SCHOOLHOUSE, 55 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 RT0021'EAST OF A FENCE CORNER, AND 1.5 FEET SOUTH OF THE SCHOOLYARD FENCE. A
 RT0021'STANDARD DISK, STAMPED C 208 1934 AND SET IN THE TOP OF A CONCRETE
 RT0021'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 RT0021
 RT0021                          STATION RECOVERY (1976)
 RT0021
 RT0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0021'15 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE BURLINGTON NORTHERN
 RT0021'RAILWAY STATION AT WIBAUX, WIBAUX COUNTY, 163 FEET NORTHWEST OF THE
 RT0021'NORTHWEST CORNER OF THE SOUTH CENTER SCHOOL, 5 FEET NORTH AND 8 FEET
 RT0021'EAST OF THE NORTHWEST CORNER OF THE SCHOOLYARD FENCE CORNER, 57 FEET
 RT0021'EAST OF THE CENTERLINE OF THE SCAR OF THE OLD HIGHWAY, ABOUT 215 FEET
 RT0021'EAST OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED C 208
 RT0021'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 RT0021'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0079 ***********************************************************************
 RT0079  DESIGNATION -  C 209
 RT0079  PID         -  RT0079
 RT0079  STATE/COUNTY-  MT/FALLON
 RT0079  USGS QUAD   -  WILLARD (1981)
 RT0079
 RT0079                         *CURRENT SURVEY CONTROL
 RT0079  ___________________________________________________________________
 RT0079* NAD 83(1986)-  46 14 30.     (N)    104 19 22.     (W)     SCALED    
 RT0079* NAVD 88     -      1019.732  (meters)    3345.57   (feet)  ADJUSTED  
 RT0079  ___________________________________________________________________
 RT0079  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 RT0079  DYNAMIC HT  -        1019.608 (meters)    3345.16  (feet)  COMP
 RT0079  MODELED GRAV-     980,456.6   (mgal)                       NAVD 88
 RT0079
 RT0079  VERT ORDER  -  SECOND    CLASS 0
 RT0079
 RT0079.The horizontal coordinates were scaled from a topographic map and have
 RT0079.an estimated accuracy of +/- 6 seconds.
 RT0079
 RT0079.The orthometric height was determined by differential leveling
 RT0079.and adjusted by the National Geodetic Survey in June 1991..
 RT0079
 RT0079.The geoid height was determined by GEOID03.
 RT0079
 RT0079.The dynamic height is computed by dividing the NAVD 88
 RT0079.geopotential number by the normal gravity value computed on the
 RT0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0079.degrees latitude (g = 980.6199 gals.).
 RT0079
 RT0079.The modeled gravity was interpolated from observed gravity values.
 RT0079
 RT0079;                    North         East    Units  Estimated Accuracy
 RT0079;SPC MT       -   234,510.      998,800.      MT  (+/- 180 meters Scaled)
 RT0079
 RT0079                          SUPERSEDED SURVEY CONTROL
 RT0079
 RT0079  NGVD 29 (??/??/92) 1019.136  (m)         3343.62   (f) ADJ UNCH    2 0
 RT0079
 RT0079.Superseded values are not recommended for survey control.
 RT0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0079.See file dsdata.txt to determine how the superseded data were derived.
 RT0079
 RT0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM522211(NAD 83)
 RT0079_MARKER: DB = BENCH MARK DISK
 RT0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0079_STAMPING: C 209 1934
 RT0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0079+STABILITY: SURFACE MOTION
 RT0079
 RT0079  HISTORY     - Date     Condition        Report By
 RT0079  HISTORY     - 1934     MONUMENTED       CGS
 RT0079  HISTORY     - 1954     GOOD             NGS
 RT0079  HISTORY     - 1976     GOOD             USGS
 RT0079
 RT0079                          STATION DESCRIPTION
 RT0079
 RT0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RT0079'10.7 MI S FROM BAKER.
 RT0079'10.7 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE AT
 RT0079'BAKER, FALLON COUNTY, 1 MILE SOUTH OF A ROAD LEADING SOUTHEAST FROM
 RT0079'THE HIGHWAY TO A SCHOOLHOUSE, 50 FEET NORTH OF THE CENTERLINE OF A
 RT0079'ROAD LEADING WEST, JUST SOUTH OF THE CROWN OF A HILL, 35 FEET SOUTH OF
 RT0079'THE CENTERLINE OF A ROAD LEADING WEST AND JOINING ANOTHER ROAD ABOUT
 RT0079'100 YARDS WEST OF THE HIGHWAY, 59 FEET WEST OF THE CENTERLINE OF THE
 RT0079'HIGHWAY, AND 1.5 FEET EAST OF A FENCE PARALLELING THE HIGHWAY. A
 RT0079'STANDARD DISK, STAMPED C 209 1934 AND SET IN THE TOP OF A CONCRETE
 RT0079'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THE HIGHWAY HAS
 RT0079'BEEN MOVED SEVERAL MILES EAST ON THE OLD HIGHWAY TO EKALAKA.
 RT0079
 RT0079                          STATION RECOVERY (1976)
 RT0079
 RT0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0079'3.4 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF HWY. 7 AND
 RT0079'A GRAVEL ROAD CROSSING AT WILLARD, TURN EAST THROUGH THE ERNEST
 RT0079'BECHTOLD RANCH FOR 0.7 MILE THEN BEAR LEFT (NORTH) ON AN UNIMPROVED
 RT0079'ROAD (THE OLD HIGHWAY) FOR 0.3 MILE TO A CREST OPPOSITE A GATE ON THE
 RT0079'EAST SIDE OF THE ROAD. BM IS 59 FEET WEST OF THE CENTERLINE OF THE
 RT0079'ROAD. A STANDARD DISK SET IN A CONCRETE POST, 0.2 FOOT ABOVE THE
 RT0079'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0306 ***********************************************************************
 TJ0306  DESIGNATION -  C 21
 TJ0306  PID         -  TJ0306
 TJ0306  STATE/COUNTY-  MT/PHILLIPS
 TJ0306  USGS QUAD   -  SACO (1984)
 TJ0306
 TJ0306                         *CURRENT SURVEY CONTROL
 TJ0306  ___________________________________________________________________
 TJ0306* NAD 83(1986)-  48 27 34.     (N)    107 21 07.     (W)     SCALED    
 TJ0306* NAVD 88     -       666.623  (meters)    2187.08   (feet)  ADJUSTED  
 TJ0306  ___________________________________________________________________
 TJ0306  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TJ0306  DYNAMIC HT  -         666.724 (meters)    2187.41  (feet)  COMP
 TJ0306  MODELED GRAV-     980,740.8   (mgal)                       NAVD 88
 TJ0306
 TJ0306  VERT ORDER  -  FIRST     CLASS II
 TJ0306
 TJ0306.The horizontal coordinates were scaled from a topographic map and have
 TJ0306.an estimated accuracy of +/- 6 seconds.
 TJ0306
 TJ0306.The orthometric height was determined by differential leveling
 TJ0306.and adjusted by the National Geodetic Survey in June 1991..
 TJ0306
 TJ0306.The geoid height was determined by GEOID03.
 TJ0306
 TJ0306.The dynamic height is computed by dividing the NAVD 88
 TJ0306.geopotential number by the normal gravity value computed on the
 TJ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0306.degrees latitude (g = 980.6199 gals.).
 TJ0306
 TJ0306.The modeled gravity was interpolated from observed gravity values.
 TJ0306
 TJ0306;                    North         East    Units  Estimated Accuracy
 TJ0306;SPC MT       -   469,940.      758,810.      MT  (+/- 180 meters Scaled)
 TJ0306
 TJ0306                          SUPERSEDED SURVEY CONTROL
 TJ0306
 TJ0306  NGVD 29 (??/??/92)  665.950  (m)         2184.87   (f) ADJ UNCH    1 2
 TJ0306
 TJ0306.Superseded values are not recommended for survey control.
 TJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0306.See file dsdata.txt to determine how the superseded data were derived.
 TJ0306
 TJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP261700(NAD 83)
 TJ0306_MARKER: DB = BENCH MARK DISK
 TJ0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0306_SP_SET: ABUTMENT
 TJ0306_STAMPING: 2185.038
 TJ0306_MARK LOGO: CGS   
 TJ0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0306
 TJ0306  HISTORY     - Date     Condition        Report By
 TJ0306  HISTORY     - UNK      MONUMENTED       CGS
 TJ0306  HISTORY     - 1948     GOOD             NGS
 TJ0306  HISTORY     - 1980     GOOD             NGS
 TJ0306
 TJ0306                          STATION DESCRIPTION
 TJ0306
 TJ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0306'0.4 MI W FROM SACO.
 TJ0306'0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0306'SACO, PHILLIPS COUNTY, AT THE EAST END OF STEEL BRIDGE 316/7 OVER
 TJ0306'BEAVER CREEK, IN THE TOP OF THE SOUTH END OF THE CONCRETE ABUTMENT,
 TJ0306'5.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 2 FEET LOWER
 TJ0306'THAN THE RAIL.  A STANDARD DISK, STAMPED 2185.038.
 TJ0306
 TJ0306                          STATION RECOVERY (1980)
 TJ0306
 TJ0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0306'0.6 KM (0.4 MI) WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0306'RAILROAD STATION IN SACO, IN THE TOP OF THE SOUTH END OF THE EAST
 TJ0306'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 316/7 OVER BEAVER CREEK,
 TJ0306'AND 1.6 METERS (5.3 FT) SOUTH OF THE SOUTH RAIL.
 TJ0306'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0010 ***********************************************************************
 QU0010  DESIGNATION -  C 210
 QU0010  PID         -  QU0010
 QU0010  STATE/COUNTY-  MT/CARTER
 QU0010  USGS QUAD   -  TAYLOR HILLS (1980)
 QU0010
 QU0010                         *CURRENT SURVEY CONTROL
 QU0010  ___________________________________________________________________
 QU0010* NAD 83(1986)-  45 43 02.     (N)    104 22 58.     (W)     SCALED    
 QU0010* NAVD 88     -       994.795  (meters)    3263.76   (feet)  ADJUSTED  
 QU0010  ___________________________________________________________________
 QU0010  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 QU0010  DYNAMIC HT  -         994.585 (meters)    3263.07  (feet)  COMP
 QU0010  MODELED GRAV-     980,370.6   (mgal)                       NAVD 88
 QU0010
 QU0010  VERT ORDER  -  SECOND    CLASS 0
 QU0010
 QU0010.The horizontal coordinates were scaled from a topographic map and have
 QU0010.an estimated accuracy of +/- 6 seconds.
 QU0010
 QU0010.The orthometric height was determined by differential leveling
 QU0010.and adjusted by the National Geodetic Survey in June 1991..
 QU0010
 QU0010.The geoid height was determined by GEOID03.
 QU0010
 QU0010.The dynamic height is computed by dividing the NAVD 88
 QU0010.geopotential number by the normal gravity value computed on the
 QU0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0010.degrees latitude (g = 980.6199 gals.).
 QU0010
 QU0010.The modeled gravity was interpolated from observed gravity values.
 QU0010
 QU0010;                    North         East    Units  Estimated Accuracy
 QU0010;SPC MT       -   176,070.      997,990.      MT  (+/- 180 meters Scaled)
 QU0010
 QU0010                          SUPERSEDED SURVEY CONTROL
 QU0010
 QU0010  NGVD 29 (??/??/92)  994.199  (m)         3261.80   (f) ADJ UNCH    2 0
 QU0010
 QU0010.Superseded values are not recommended for survey control.
 QU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0010.See file dsdata.txt to determine how the superseded data were derived.
 QU0010
 QU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL480628(NAD 83)
 QU0010_MARKER: DB = BENCH MARK DISK
 QU0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0010_STAMPING: C 210 1934
 QU0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0010+STABILITY: SURFACE MOTION
 QU0010
 QU0010  HISTORY     - Date     Condition        Report By
 QU0010  HISTORY     - 1934     MONUMENTED       CGS
 QU0010  HISTORY     - 1974     MARK NOT FOUND   USGS
 QU0010
 QU0010                          STATION DESCRIPTION
 QU0010
 QU0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0010'8.5 MI N FROM BELLTOWER.
 QU0010'8.5 MILES NORTH ALONG THE ROAD LEADING TO EKALAKA FROM THE POST
 QU0010'OFFICE AT BELLTOWER, CARTER COUNTY, 62 FEET SOUTH OF A SECTION
 QU0010'CORNER, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1.2
 QU0010'FEET WEST OF A FENCE ALONG THE ROAD.  A STANDARD DISK, STAMPED
 QU0010'C 210 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 QU0010'2 INCHES ABOVE GROUND.
 QU0010
 QU0010                          STATION RECOVERY (1974)
 QU0010
 QU0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QU0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0138 ***********************************************************************
 RY0138  DESIGNATION -  C 211
 RY0138  PID         -  RY0138
 RY0138  STATE/COUNTY-  MT/RAVALLI
 RY0138  USGS QUAD   -  TENMILE LAKE (1964)
 RY0138
 RY0138                         *CURRENT SURVEY CONTROL
 RY0138  ___________________________________________________________________
 RY0138* NAD 83(1986)-  46 08 21.     (N)    114 29 23.     (W)     SCALED    
 RY0138* NAVD 88     -      1785.750  (meters)    5858.75   (feet)  ADJUSTED  
 RY0138  ___________________________________________________________________
 RY0138  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 RY0138  DYNAMIC HT  -        1785.023 (meters)    5856.36  (feet)  COMP
 RY0138  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 RY0138
 RY0138  VERT ORDER  -  SECOND    CLASS 0
 RY0138
 RY0138.The horizontal coordinates were scaled from a topographic map and have
 RY0138.an estimated accuracy of +/- 6 seconds.
 RY0138
 RY0138.The orthometric height was determined by differential leveling
 RY0138.and adjusted by the National Geodetic Survey in June 1991..
 RY0138
 RY0138.The geoid height was determined by GEOID03.
 RY0138
 RY0138.The dynamic height is computed by dividing the NAVD 88
 RY0138.geopotential number by the normal gravity value computed on the
 RY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0138.degrees latitude (g = 980.6199 gals.).
 RY0138
 RY0138.The modeled gravity was interpolated from observed gravity values.
 RY0138
 RY0138;                    North         East    Units  Estimated Accuracy
 RY0138;SPC MT       -   222,210.      214,900.      MT  (+/- 180 meters Scaled)
 RY0138
 RY0138                          SUPERSEDED SURVEY CONTROL
 RY0138
 RY0138  NGVD 29 (??/??/92) 1784.488  (m)         5854.61   (f) ADJ UNCH    2 0
 RY0138
 RY0138.Superseded values are not recommended for survey control.
 RY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0138.See file dsdata.txt to determine how the superseded data were derived.
 RY0138
 RY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM938125(NAD 83)
 RY0138_MARKER: DB = BENCH MARK DISK
 RY0138_SETTING: 80 = SET IN A BOULDER
 RY0138_STAMPING: C 211 1965
 RY0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0138+STABILITY: SURFACE MOTION
 RY0138
 RY0138  HISTORY     - Date     Condition        Report By
 RY0138  HISTORY     - 1965     MONUMENTED       CGS
 RY0138
 RY0138                          STATION DESCRIPTION
 RY0138
 RY0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0138'24.8 MI NW FROM DARBY.
 RY0138'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0138'THENCE 17.8 MILES WEST ALONG LOST HORSE ROAD, 0.35 MILE SOUTHEAST OF A
 RY0138'STOCK CORRAL, 0.3 MILE SOUTHEAST OF A BRIDGE OVER A CREEK, IN THE TOP
 RY0138'AND CENTER OF A 13- BY 9-FOOT BOULDER PROJECTING ABOUT 4 1/2 FEET
 RY0138'ABOVE THE GROUND, 13 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 RY0138'AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0288 ***********************************************************************
 QW0288  DESIGNATION -  C 215
 QW0288  PID         -  QW0288
 QW0288  STATE/COUNTY-  MT/CARBON
 QW0288  USGS QUAD   -  BELFRY (1969)
 QW0288
 QW0288                         *CURRENT SURVEY CONTROL
 QW0288  ___________________________________________________________________
 QW0288* NAD 83(1986)-  45 09 06.     (N)    109 05 59.     (W)     SCALED    
 QW0288* NAVD 88     -      1342.159  (meters)    4403.40   (feet)  ADJUSTED  
 QW0288  ___________________________________________________________________
 QW0288  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 QW0288  DYNAMIC HT  -        1341.653 (meters)    4401.74  (feet)  COMP
 QW0288  MODELED GRAV-     980,193.2   (mgal)                       NAVD 88
 QW0288
 QW0288  VERT ORDER  -  SECOND    CLASS 0
 QW0288
 QW0288.The horizontal coordinates were scaled from a topographic map and have
 QW0288.an estimated accuracy of +/- 6 seconds.
 QW0288
 QW0288.The orthometric height was determined by differential leveling
 QW0288.and adjusted by the National Geodetic Survey in June 1991..
 QW0288
 QW0288.The geoid height was determined by GEOID03.
 QW0288
 QW0288.The dynamic height is computed by dividing the NAVD 88
 QW0288.geopotential number by the normal gravity value computed on the
 QW0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0288.degrees latitude (g = 980.6199 gals.).
 QW0288
 QW0288.The modeled gravity was interpolated from observed gravity values.
 QW0288
 QW0288;                    North         East    Units  Estimated Accuracy
 QW0288;SPC MT       -   100,300.      631,470.      MT  (+/- 180 meters Scaled)
 QW0288
 QW0288                          SUPERSEDED SURVEY CONTROL
 QW0288
 QW0288.No superseded survey control is available for this station.
 QW0288
 QW0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR493015(NAD 83)
 QW0288_MARKER: DB = BENCH MARK DISK
 QW0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0288_STAMPING: C 215
 QW0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0288+STABILITY: SURFACE MOTION
 QW0288
 QW0288  HISTORY     - Date     Condition        Report By
 QW0288  HISTORY     - UNK      MONUMENTED       CGS
 QW0288  HISTORY     - 1969     GOOD             USGS
 QW0288
 QW0288                          STATION DESCRIPTION
 QW0288
 QW0288'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QW0288'10.4 MI SE FROM RED LODGE.
 QW0288'RED LODGE, APPROX. 9.2 MILES SOUTH EAST OF ALONG STATE RTE 308, THENCE
 QW0288'1.2 MILES SOUTH ALONG OLD ROAD, IN NE/4 SEC 11, T.8S.R.21E., 48 FEET
 QW0288'NORTH OF ROAD SET IN CONCRETE POST, AND A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0284 ***********************************************************************
 QW0284  DESIGNATION -  C 215 RESET
 QW0284  PID         -  QW0284
 QW0284  STATE/COUNTY-  MT/CARBON
 QW0284  USGS QUAD   -  HOLLENBECK DRAW (1969)
 QW0284
 QW0284                         *CURRENT SURVEY CONTROL
 QW0284  ___________________________________________________________________
 QW0284* NAD 83(1986)-  45 04 30.     (N)    109 02 07.     (W)     SCALED    
 QW0284* NAVD 88     -      1192.55   (meters)    3912.6    (feet)  RESET     
 QW0284  ___________________________________________________________________
 QW0284  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 QW0284
 QW0284  VERT ORDER  -  THIRD
 QW0284
 QW0284.The horizontal coordinates were scaled from a topographic map and have
 QW0284.an estimated accuracy of +/- 6 seconds.
 QW0284
 QW0284.The orthometric height was computed from unverified reset data.
 QW0284
 QW0284.The geoid height was determined by GEOID03.
 QW0284
 QW0284;                    North         East    Units  Estimated Accuracy
 QW0284;SPC MT       -    91,810.      636,590.      MT  (+/- 180 meters Scaled)
 QW0284
 QW0284                          SUPERSEDED SURVEY CONTROL
 QW0284
 QW0284.No superseded survey control is available for this station.
 QW0284
 QW0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ546931(NAD 83)
 QW0284_MARKER: DB = BENCH MARK DISK
 QW0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0284_SP_SET: BRIDGE
 QW0284_STAMPING: C 215 RESET 1970
 QW0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0284
 QW0284  HISTORY     - Date     Condition        Report By
 QW0284  HISTORY     - 1970     MONUMENTED       MTDH
 QW0284
 QW0284                          STATION DESCRIPTION
 QW0284
 QW0284'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1970
 QW0284'18.1 MI SE FROM RED LODGE.
 QW0284'ABOUT 18.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO CODY FROM THE
 QW0284'POST OFFICE AT RED LODGE, 5.8 MILES NORTHWEST OF THE WYOMING-MONTANA
 QW0284'STATE LINE, AT THE NORTHEND OF A CONCRETE BRIDGE OVER THE CLARKS FORK
 QW0284'OF THE YELLOWSTONE RIVER, SET IN THE TOP OF THE NORTHWEST WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0308 ***********************************************************************
 QW0308  DESIGNATION -  C 216
 QW0308  PID         -  QW0308
 QW0308  STATE/COUNTY-  MT/CARBON
 QW0308  USGS QUAD   -  ROSCOE NE (1969)
 QW0308
 QW0308                         *CURRENT SURVEY CONTROL
 QW0308  ___________________________________________________________________
 QW0308* NAD 83(1986)-  45 24 48.     (N)    109 21 08.     (W)     SCALED    
 QW0308* NAVD 88     -      1406.960  (meters)    4616.00   (feet)  POSTED    
 QW0308  ___________________________________________________________________
 QW0308  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 QW0308  DYNAMIC HT  -        1406.490 (meters)    4614.46  (feet)  COMP
 QW0308  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 QW0308
 QW0308  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0308
 QW0308.The horizontal coordinates were scaled from a topographic map and have
 QW0308.an estimated accuracy of +/- 6 seconds.
 QW0308
 QW0308.The orthometric height was determined by differential leveling
 QW0308.and adjusted by the National Geodetic Survey in 1992..
 QW0308.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0308.rate of 1.1 thru 2.0 mm/km.
 QW0308
 QW0308.The geoid height was determined by GEOID03.
 QW0308
 QW0308.The dynamic height is computed by dividing the NAVD 88
 QW0308.geopotential number by the normal gravity value computed on the
 QW0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0308.degrees latitude (g = 980.6199 gals.).
 QW0308
 QW0308.The modeled gravity was interpolated from observed gravity values.
 QW0308
 QW0308;                    North         East    Units  Estimated Accuracy
 QW0308;SPC MT       -   129,310.      611,570.      MT  (+/- 180 meters Scaled)
 QW0308
 QW0308                          SUPERSEDED SURVEY CONTROL
 QW0308
 QW0308  NGVD 29 (??/??/92) 1406.044  (m)         4613.00   (f) ADJ UNCH    2 0
 QW0308
 QW0308.Superseded values are not recommended for survey control.
 QW0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0308.See file dsdata.txt to determine how the superseded data were derived.
 QW0308
 QW0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR289301(NAD 83)
 QW0308_MARKER: DB = BENCH MARK DISK
 QW0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0308_STAMPING: C 216 1934
 QW0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0308+STABILITY: SURFACE MOTION
 QW0308
 QW0308  HISTORY     - Date     Condition        Report By
 QW0308  HISTORY     - 1934     MONUMENTED       CGS
 QW0308  HISTORY     - 1954     GOOD             NGS
 QW0308
 QW0308                          STATION DESCRIPTION
 QW0308
 QW0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QW0308'19.0 MI NW FROM RED LODGE.
 QW0308'IN CARBON COUNTY, 19.0 MILES NORTHWEST ALONG THE ROAD LEADING TO
 QW0308'ABSAROKEE FROM THE POST OFFICE AT RED LODGE, CARBON COUNTY, 12.1 MILES
 QW0308'SOUTHEAST OF ABSAROKEE, STILLWATER COUNTY, 37.3 FEET SOUTHEAST OF THE
 QW0308'CENTERLINE OF THE ROAD, 1.5 FEET NORTHWEST OF A
 QW0308'NORTHEAST-AND-SOUTHWEST FENCE, AND ABOUT 2-1/2 FEET LOWER THAN THE
 QW0308'ROAD.  A STANDARD DISK, STAMPED C 216 1934 AND SET IN THE TOP OF A
 QW0308'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0279 ***********************************************************************
 QW0279  DESIGNATION -  C 217
 QW0279  PID         -  QW0279
 QW0279  STATE/COUNTY-  MT/CARBON
 QW0279  USGS QUAD   -  BELFRY (1969)
 QW0279
 QW0279                         *CURRENT SURVEY CONTROL
 QW0279  ___________________________________________________________________
 QW0279* NAD 83(1986)-  45 08 36.     (N)    109 02 31.     (W)     SCALED    
 QW0279* NAVD 88     -      1215.693  (meters)    3988.49   (feet)  ADJUSTED  
 QW0279  ___________________________________________________________________
 QW0279  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 QW0279  DYNAMIC HT  -        1215.251 (meters)    3987.04  (feet)  COMP
 QW0279  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 QW0279
 QW0279  VERT ORDER  -  SECOND    CLASS 0
 QW0279
 QW0279.The horizontal coordinates were scaled from a topographic map and have
 QW0279.an estimated accuracy of +/- 6 seconds.
 QW0279
 QW0279.The orthometric height was determined by differential leveling
 QW0279.and adjusted by the National Geodetic Survey in June 1991..
 QW0279
 QW0279.The geoid height was determined by GEOID03.
 QW0279
 QW0279.The dynamic height is computed by dividing the NAVD 88
 QW0279.geopotential number by the normal gravity value computed on the
 QW0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0279.degrees latitude (g = 980.6199 gals.).
 QW0279
 QW0279.The modeled gravity was interpolated from observed gravity values.
 QW0279
 QW0279;                    North         East    Units  Estimated Accuracy
 QW0279;SPC MT       -    99,400.      636,020.      MT  (+/- 180 meters Scaled)
 QW0279
 QW0279                          SUPERSEDED SURVEY CONTROL
 QW0279
 QW0279  NGVD 29 (??/??/92) 1214.724  (m)         3985.31   (f) ADJ UNCH    2 0
 QW0279
 QW0279.Superseded values are not recommended for survey control.
 QW0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0279.See file dsdata.txt to determine how the superseded data were derived.
 QW0279
 QW0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR539007(NAD 83)
 QW0279_MARKER: DB = BENCH MARK DISK
 QW0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0279_STAMPING: C 217 1934
 QW0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0279+STABILITY: SURFACE MOTION
 QW0279
 QW0279  HISTORY     - Date     Condition        Report By
 QW0279  HISTORY     - 1934     MONUMENTED       CGS
 QW0279
 QW0279                          STATION DESCRIPTION
 QW0279
 QW0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0279'13.8 MI SW FROM BRIDGER.
 QW0279'ABOUT 13.8 MILES SOUTHWEST ALONG THE MONTANA, WYOMING AND SOUTHERN
 QW0279'RAILROAD FROM BRIDGER, CARBON COUNTY, ABOUT 1.7 MILES WEST OF BELFRY,
 QW0279'248 FEET FROM THE CENTER OF A ROAD CROSSING, 37 FEET NORTH OF THE NEAR
 QW0279'RAIL, AND ABOUT 0.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 QW0279'STAMPED C 217 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0150 ***********************************************************************
 QU0150  DESIGNATION -  C 218
 QU0150  PID         -  QU0150
 QU0150  STATE/COUNTY-  MT/POWDER RIVER
 QU0150  USGS QUAD   -  BELLE CREEK SOUTH (1970)
 QU0150
 QU0150                         *CURRENT SURVEY CONTROL
 QU0150  ___________________________________________________________________
 QU0150* NAD 83(1986)-  45 02 32.     (N)    105 02 55.     (W)     SCALED    
 QU0150* NAVD 88     -      1262.993  (meters)    4143.67   (feet)  ADJUSTED  
 QU0150  ___________________________________________________________________
 QU0150  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 QU0150  DYNAMIC HT  -        1262.622 (meters)    4142.45  (feet)  COMP
 QU0150  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 QU0150
 QU0150  VERT ORDER  -  SECOND    CLASS 0
 QU0150
 QU0150.The horizontal coordinates were scaled from a topographic map and have
 QU0150.an estimated accuracy of +/- 6 seconds.
 QU0150
 QU0150.The orthometric height was determined by differential leveling
 QU0150.and adjusted by the National Geodetic Survey in June 1991..
 QU0150
 QU0150.The geoid height was determined by GEOID03.
 QU0150
 QU0150.The dynamic height is computed by dividing the NAVD 88
 QU0150.geopotential number by the normal gravity value computed on the
 QU0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0150.degrees latitude (g = 980.6199 gals.).
 QU0150
 QU0150.The modeled gravity was interpolated from observed gravity values.
 QU0150
 QU0150;                    North         East    Units  Estimated Accuracy
 QU0150;SPC MT       -    98,020.      950,520.      MT  (+/- 180 meters Scaled)
 QU0150
 QU0150                          SUPERSEDED SURVEY CONTROL
 QU0150
 QU0150  NGVD 29 (??/??/92) 1262.338  (m)         4141.52   (f) ADJ UNCH    2 0
 QU0150
 QU0150.Superseded values are not recommended for survey control.
 QU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0150.See file dsdata.txt to determine how the superseded data were derived.
 QU0150
 QU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK961876(NAD 83)
 QU0150_MARKER: DB = BENCH MARK DISK
 QU0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0150_STAMPING: C 218 1934
 QU0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0150+STABILITY: SURFACE MOTION
 QU0150
 QU0150  HISTORY     - Date     Condition        Report By
 QU0150  HISTORY     - 1934     MONUMENTED       CGS
 QU0150  HISTORY     - 1970     POOR             USGS
 QU0150
 QU0150                          STATION DESCRIPTION
 QU0150
 QU0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0150'1.6 MI W FROM RIDGE.
 QU0150'IN POWDER RIVER COUNTY, 1.6 MILES WEST ALONG THE ROAD LEADING
 QU0150'TO BIDDLE FROM RIDGE, CARTER COUNTY, AT A TURN TO THE NORTHWEST
 QU0150'ON THE TOP OF A HILL, NEAR THE ROAD ENTRANCE TO A RANCH, 17 FEET
 QU0150'NORTHWEST OF THE NORTHWEST END OF THE RANCH GATE, 32 FEET
 QU0150'SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET NORTHEAST
 QU0150'OF A FENCE.  A STANDARD DISK, STAMPED C 218 1934 AND SET IN
 QU0150'THE TOP OF A CONCRETE POST.
 QU0150
 QU0150                          STATION RECOVERY (1970)
 QU0150
 QU0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QU0150'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0122 ***********************************************************************
 QV0122  DESIGNATION -  C 219
 QV0122  PID         -  QV0122
 QV0122  STATE/COUNTY-  MT/ROSEBUD
 QV0122  USGS QUAD   -  COLSTRIP SE (1971)
 QV0122
 QV0122                         *CURRENT SURVEY CONTROL
 QV0122  ___________________________________________________________________
 QV0122* NAD 83(1986)-  45 46 34.     (N)    106 32 37.     (W)     SCALED    
 QV0122* NAVD 88     -       922.029  (meters)    3025.02   (feet)  ADJUSTED  
 QV0122  ___________________________________________________________________
 QV0122  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 QV0122  DYNAMIC HT  -         921.854 (meters)    3024.45  (feet)  COMP
 QV0122  MODELED GRAV-     980,394.7   (mgal)                       NAVD 88
 QV0122
 QV0122  VERT ORDER  -  SECOND    CLASS 0
 QV0122
 QV0122.The horizontal coordinates were scaled from a topographic map and have
 QV0122.an estimated accuracy of +/- 6 seconds.
 QV0122
 QV0122.The orthometric height was determined by differential leveling
 QV0122.and adjusted by the National Geodetic Survey in June 1991..
 QV0122
 QV0122.The geoid height was determined by GEOID03.
 QV0122
 QV0122.The dynamic height is computed by dividing the NAVD 88
 QV0122.geopotential number by the normal gravity value computed on the
 QV0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0122.degrees latitude (g = 980.6199 gals.).
 QV0122
 QV0122.The modeled gravity was interpolated from observed gravity values.
 QV0122
 QV0122;                    North         East    Units  Estimated Accuracy
 QV0122;SPC MT       -   173,940.      829,790.      MT  (+/- 180 meters Scaled)
 QV0122
 QV0122                          SUPERSEDED SURVEY CONTROL
 QV0122
 QV0122  NGVD 29 (??/??/92)  921.333  (m)         3022.74   (f) ADJ UNCH    2 0
 QV0122
 QV0122.Superseded values are not recommended for survey control.
 QV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0122.See file dsdata.txt to determine how the superseded data were derived.
 QV0122
 QV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL799703(NAD 83)
 QV0122_MARKER: DB = BENCH MARK DISK
 QV0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0122_STAMPING: C 219 1934
 QV0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0122+STABILITY: SURFACE MOTION
 QV0122
 QV0122  HISTORY     - Date     Condition        Report By
 QV0122  HISTORY     - 1934     MONUMENTED       CGS
 QV0122  HISTORY     - 1957     GOOD             USGS
 QV0122
 QV0122                          STATION DESCRIPTION
 QV0122
 QV0122'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0122'9.9 MI S FROM COLSTRIP.
 QV0122'9.9 MILES SOUTH OF COLSTRIP, ROSEBUD COUNTY, ALONG THE COLSTRIP TO
 QV0122'LAME DEER ROAD TO THE Y-ROAD JUNCTION AT THE ROSEBUD CREEK BRIDGE, 1.6
 QV0122'MILES LEFT AND NORTHEAST ALONG THE COUNTY ROAD, 13.0 MILES NORTHEAST
 QV0122'OF LAME DEER, 0.2 MILE NORTHEAST OF A SHARP CURVE, 0.3 MILE SOUTH OF
 QV0122'THE LEE CEMETERY, 40.0 FEET EAST OF THE CENTERLINE OF THE ROAD AND 2.0
 QV0122'FEET WEST OF AN EAST-WEST FENCE LINE.  A STANDARD DISK, STAMPED C 219
 QV0122'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0001 ***********************************************************************
 TK0001  DESIGNATION -  C 22
 TK0001  PID         -  TK0001
 TK0001  STATE/COUNTY-  MT/PHILLIPS
 TK0001  USGS QUAD   -  WAGNER (1965)
 TK0001
 TK0001                         *CURRENT SURVEY CONTROL
 TK0001  ___________________________________________________________________
 TK0001* NAD 83(1986)-  48 21 56.     (N)    108 00 28.     (W)     SCALED    
 TK0001* NAVD 88     -       691.446  (meters)    2268.52   (feet)  POSTED    
 TK0001  ___________________________________________________________________
 TK0001  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TK0001  DYNAMIC HT  -         691.520 (meters)    2268.76  (feet)  COMP
 TK0001  MODELED GRAV-     980,694.1   (mgal)                       NAVD 88
 TK0001
 TK0001  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0001
 TK0001.The horizontal coordinates were scaled from a topographic map and have
 TK0001.an estimated accuracy of +/- 6 seconds.
 TK0001
 TK0001.The orthometric height was determined by differential leveling
 TK0001.and adjusted by the National Geodetic Survey in 1992..
 TK0001.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0001.rate of 0.0 thru 1.0 mm/km.
 TK0001
 TK0001.The geoid height was determined by GEOID03.
 TK0001
 TK0001.The dynamic height is computed by dividing the NAVD 88
 TK0001.geopotential number by the normal gravity value computed on the
 TK0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0001.degrees latitude (g = 980.6199 gals.).
 TK0001
 TK0001.The modeled gravity was interpolated from observed gravity values.
 TK0001
 TK0001;                    North         East    Units  Estimated Accuracy
 TK0001;SPC MT       -   458,380.      710,530.      MT  (+/- 180 meters Scaled)
 TK0001
 TK0001                          SUPERSEDED SURVEY CONTROL
 TK0001
 TK0001  NGVD 29 (??/??/92)  690.690  (m)         2266.04   (f) ADJ UNCH    1 2
 TK0001
 TK0001.Superseded values are not recommended for survey control.
 TK0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0001.See file dsdata.txt to determine how the superseded data were derived.
 TK0001
 TK0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU216612(NAD 83)
 TK0001_MARKER: DD = SURVEY DISK
 TK0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0001+STABILITY: SURFACE MOTION
 TK0001
 TK0001  HISTORY     - Date     Condition        Report By
 TK0001  HISTORY     - UNK      MONUMENTED       BOR
 TK0001  HISTORY     - 1934     GOOD             NGS
 TK0001  HISTORY     - 1965     MARK NOT FOUND   USGS
 TK0001  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0001
 TK0001                          STATION DESCRIPTION
 TK0001
 TK0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TK0001'2 MI W FROM EXETER.
 TK0001'2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION SIGN AT
 TK0001'EXETER, PHILLIPS COUNTY, 275 YARDS WEST OF THE ONE-MILE-TO-SWITCH
 TK0001'SIGN, 75 FEET NORTH OF THE TRACK, AND IN LINE WITH A FENCE.  A UNITED
 TK0001'STATES BUREAU OF RECLAMATION STANDARD DISK, SET IN THE TOP OF A
 TK0001'CONCRETE POST.
 TK0001
 TK0001                          STATION RECOVERY (1965)
 TK0001
 TK0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 TK0001'MARK NOT FOUND.
 TK0001
 TK0001                          STATION RECOVERY (1979)
 TK0001
 TK0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0091 ***********************************************************************
 QV0091  DESIGNATION -  C 220
 QV0091  PID         -  QV0091
 QV0091  STATE/COUNTY-  MT/BIG HORN
 QV0091  USGS QUAD   -  BUSBY (1978)
 QV0091
 QV0091                         *CURRENT SURVEY CONTROL
 QV0091  ___________________________________________________________________
 QV0091* NAD 83(1986)-  45 31 43.     (N)    106 58 15.     (W)     SCALED    
 QV0091* NAVD 88     -      1047.607  (meters)    3437.02   (feet)  ADJUSTED  
 QV0091  ___________________________________________________________________
 QV0091  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 QV0091  DYNAMIC HT  -        1047.353 (meters)    3436.19  (feet)  COMP
 QV0091  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 QV0091
 QV0091  VERT ORDER  -  SECOND    CLASS 0
 QV0091
 QV0091.The horizontal coordinates were scaled from a topographic map and have
 QV0091.an estimated accuracy of +/- 6 seconds.
 QV0091
 QV0091.The orthometric height was determined by differential leveling
 QV0091.and adjusted by the National Geodetic Survey in June 1991..
 QV0091
 QV0091.The geoid height was determined by GEOID03.
 QV0091
 QV0091.The dynamic height is computed by dividing the NAVD 88
 QV0091.geopotential number by the normal gravity value computed on the
 QV0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0091.degrees latitude (g = 980.6199 gals.).
 QV0091
 QV0091.The modeled gravity was interpolated from observed gravity values.
 QV0091
 QV0091;                    North         East    Units  Estimated Accuracy
 QV0091;SPC MT       -   145,290.      797,490.      MT  (+/- 180 meters Scaled)
 QV0091
 QV0091                          SUPERSEDED SURVEY CONTROL
 QV0091
 QV0091  NGVD 29 (??/??/92) 1046.874  (m)         3434.62   (f) ADJ UNCH    2 0
 QV0091
 QV0091.Superseded values are not recommended for survey control.
 QV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0091.See file dsdata.txt to determine how the superseded data were derived.
 QV0091
 QV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL461435(NAD 83)
 QV0091_MARKER: DB = BENCH MARK DISK
 QV0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0091_STAMPING: C 220 1934
 QV0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0091+STABILITY: SURFACE MOTION
 QV0091
 QV0091  HISTORY     - Date     Condition        Report By
 QV0091  HISTORY     - 1934     MONUMENTED       CGS
 QV0091  HISTORY     - 1958     GOOD             USGS
 QV0091
 QV0091                          STATION DESCRIPTION
 QV0091
 QV0091'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QV0091'0.6 MI W FROM BUSBY.
 QV0091'0.6 MILE WEST ALONG OLD STATE HIGHWAY 8 FROM THE POST OFFICE AT BUSBY,
 QV0091'BIG HORN COUNTY, 400 FEET NORTHEAST OF AN INDIAN HOUSE, 110 FEET NORTH
 QV0091'AND 300 FEET EAST OF THE INTERSECTION OF A SMALL IRRIGATION DITCH AND
 QV0091'THE HIGHWAY, 25 FEET NORTH OF A RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2
 QV0091'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED C 220 1934 AND
 QV0091'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0031 ***********************************************************************
 QU0031  DESIGNATION -  C 221
 QU0031  PID         -  QU0031
 QU0031  STATE/COUNTY-  MT/CARTER
 QU0031  USGS QUAD   -  ALZADA (1980)
 QU0031
 QU0031                         *CURRENT SURVEY CONTROL
 QU0031  ___________________________________________________________________
 QU0031* NAD 83(1986)-  45 02 33.     (N)    104 26 28.     (W)     SCALED    
 QU0031* NAVD 88     -      1042.517  (meters)    3420.32   (feet)  ADJUSTED  
 QU0031  ___________________________________________________________________
 QU0031  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QU0031  DYNAMIC HT  -        1042.251 (meters)    3419.45  (feet)  COMP
 QU0031  MODELED GRAV-     980,325.4   (mgal)                       NAVD 88
 QU0031
 QU0031  VERT ORDER  -  SECOND    CLASS 0
 QU0031
 QU0031.The horizontal coordinates were scaled from a topographic map and have
 QU0031.an estimated accuracy of +/- 6 seconds.
 QU0031
 QU0031.The orthometric height was determined by differential leveling
 QU0031.and adjusted by the National Geodetic Survey in June 1991..
 QU0031
 QU0031.The geoid height was determined by GEOID03.
 QU0031
 QU0031.The dynamic height is computed by dividing the NAVD 88
 QU0031.geopotential number by the normal gravity value computed on the
 QU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0031.degrees latitude (g = 980.6199 gals.).
 QU0031
 QU0031.The modeled gravity was interpolated from observed gravity values.
 QU0031
 QU0031;                    North         East    Units  Estimated Accuracy
 QU0031;SPC MT       -   100,950.      998,300.      MT  (+/- 180 meters Scaled)
 QU0031
 QU0031                          SUPERSEDED SURVEY CONTROL
 QU0031
 QU0031  NGVD 29 (??/??/92) 1041.960  (m)         3418.50   (f) ADJ UNCH    2 0
 QU0031
 QU0031.Superseded values are not recommended for survey control.
 QU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0031.See file dsdata.txt to determine how the superseded data were derived.
 QU0031
 QU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK440878(NAD 83)
 QU0031_MARKER: DB = BENCH MARK DISK
 QU0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0031_STAMPING: C 221 1934
 QU0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0031+STABILITY: SURFACE MOTION
 QU0031
 QU0031  HISTORY     - Date     Condition        Report By
 QU0031  HISTORY     - 1934     MONUMENTED       CGS
 QU0031  HISTORY     - 1974     MARK NOT FOUND   USGS
 QU0031  HISTORY     - 19950930 MARK NOT FOUND   NGS
 QU0031
 QU0031                          STATION DESCRIPTION
 QU0031
 QU0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0031'1.7 MI NW FROM ALZADA.
 QU0031'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM ALZADA, CARTER
 QU0031'COUNTY, 300 FEET NORTHWEST OF THE CENTER OF THE SECOND BRIDGE
 QU0031'NORTHWEST OF ALZADA, 47 FEET NORTHEAST OF THE CENTERLINE
 QU0031'OF THE HIGHWAY, AND 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 QU0031'A STANDARD DISK, STAMPED C 221 1934 AND SET IN THE TOP OF A
 QU0031'CONCRETE POST.
 QU0031
 QU0031                          STATION RECOVERY (1974)
 QU0031
 QU0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QU0031'MARK NOT FOUND.
 QU0031
 QU0031                          STATION RECOVERY (1995)
 QU0031
 QU0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 QU0031'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0076 ***********************************************************************
 QV0076  DESIGNATION -  C 222
 QV0076  PID         -  QV0076
 QV0076  STATE/COUNTY-  MT/ROSEBUD
 QV0076  USGS QUAD   -  TONGUE RIVER DAM (1976)
 QV0076
 QV0076                         *CURRENT SURVEY CONTROL
 QV0076  ___________________________________________________________________
 QV0076* NAD 83(1986)-  45 13 00.     (N)    106 50 34.     (W)     SCALED    
 QV0076* NAVD 88     -      1256.082  (meters)    4121.00   (feet)  ADJUSTED  
 QV0076  ___________________________________________________________________
 QV0076  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 QV0076  DYNAMIC HT  -        1255.670 (meters)    4119.64  (feet)  COMP
 QV0076  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 QV0076
 QV0076  VERT ORDER  -  SECOND    CLASS 0
 QV0076
 QV0076.The horizontal coordinates were scaled from a topographic map and have
 QV0076.an estimated accuracy of +/- 6 seconds.
 QV0076
 QV0076.The orthometric height was determined by differential leveling
 QV0076.and adjusted by the National Geodetic Survey in June 1991..
 QV0076
 QV0076.The geoid height was determined by GEOID03.
 QV0076
 QV0076.The dynamic height is computed by dividing the NAVD 88
 QV0076.geopotential number by the normal gravity value computed on the
 QV0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0076.degrees latitude (g = 980.6199 gals.).
 QV0076
 QV0076.The modeled gravity was interpolated from observed gravity values.
 QV0076
 QV0076;                    North         East    Units  Estimated Accuracy
 QV0076;SPC MT       -   110,980.      808,660.      MT  (+/- 180 meters Scaled)
 QV0076
 QV0076                          SUPERSEDED SURVEY CONTROL
 QV0076
 QV0076  NGVD 29 (??/??/92) 1255.350  (m)         4118.59   (f) ADJ UNCH    2 0
 QV0076
 QV0076.Superseded values are not recommended for survey control.
 QV0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0076.See file dsdata.txt to determine how the superseded data were derived.
 QV0076
 QV0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL553086(NAD 83)
 QV0076_MARKER: DB = BENCH MARK DISK
 QV0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0076_STAMPING: C 222 1934
 QV0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0076+STABILITY: SURFACE MOTION
 QV0076
 QV0076  HISTORY     - Date     Condition        Report By
 QV0076  HISTORY     - 1934     MONUMENTED       CGS
 QV0076  HISTORY     - 1967     GOOD             USGS
 QV0076
 QV0076                          STATION DESCRIPTION
 QV0076
 QV0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0076'17.5 MI NE FROM DECKER.
 QV0076'IN ROSEBUD COUNTY, 17.5 MILES NORTHEAST ALONG THE ROAD LEADING TO
 QV0076'BIRNEY FROM THE POST OFFICE AT DECKER, BIG HORN COUNTY, 6.1 MILES
 QV0076'NORTHEAST OF THE JUNCTION OF THE ROAD LEADING TO BUSBY, 0.4 MILE
 QV0076'NORTHWEST OF A RANCH HOUSE, 36 FEET SOUTH OF THE CENTERLINE OF THE
 QV0076'ROAD, 7 FEET SOUTH OF A FENCE AND ABOUT 3 FEET LOWER THAN THE ROAD. A
 QV0076'STANDARD DISK, STAMPED C 222 1934 AND SET IN THE TOP OF A CONCRETE
 QV0076'POST.  NOTE-- THE BM IS IN BIG HORN COUNTY INSTEAD OF ROSEBUD COUNTY.
 QV0076
 QV0076                          STATION RECOVERY (1967)
 QV0076
 QV0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QV0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0026 ***********************************************************************
 QV0026  DESIGNATION -  C 223
 QV0026  PID         -  QV0026
 QV0026  STATE/COUNTY-  MT/ROSEBUD
 QV0026  USGS QUAD   -  ASHLAND (1995)
 QV0026
 QV0026                         *CURRENT SURVEY CONTROL
 QV0026  ___________________________________________________________________
 QV0026* NAD 83(1986)-  45 32 37.     (N)    106 17 56.     (W)     SCALED    
 QV0026* NAVD 88     -       902.944  (meters)    2962.41   (feet)  ADJUSTED  
 QV0026  ___________________________________________________________________
 QV0026  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QV0026  DYNAMIC HT  -         902.753 (meters)    2961.78  (feet)  COMP
 QV0026  MODELED GRAV-     980,374.8   (mgal)                       NAVD 88
 QV0026
 QV0026  VERT ORDER  -  SECOND    CLASS 0
 QV0026
 QV0026.The horizontal coordinates were scaled from a topographic map and have
 QV0026.an estimated accuracy of +/- 6 seconds.
 QV0026
 QV0026.The orthometric height was determined by differential leveling
 QV0026.and adjusted by the National Geodetic Survey in June 1991..
 QV0026
 QV0026.The geoid height was determined by GEOID03.
 QV0026
 QV0026.The dynamic height is computed by dividing the NAVD 88
 QV0026.geopotential number by the normal gravity value computed on the
 QV0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0026.degrees latitude (g = 980.6199 gals.).
 QV0026
 QV0026.The modeled gravity was interpolated from observed gravity values.
 QV0026
 QV0026;                    North         East    Units  Estimated Accuracy
 QV0026;SPC MT       -   148,880.      849,860.      MT  (+/- 180 meters Scaled)
 QV0026
 QV0026                          SUPERSEDED SURVEY CONTROL
 QV0026
 QV0026  NGVD 29 (??/??/92)  902.272  (m)         2960.20   (f) ADJ UNCH    2 0
 QV0026
 QV0026.Superseded values are not recommended for survey control.
 QV0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0026.See file dsdata.txt to determine how the superseded data were derived.
 QV0026
 QV0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL986441(NAD 83)
 QV0026_MARKER: DB = BENCH MARK DISK
 QV0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0026_STAMPING: C 223 1934
 QV0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0026+STABILITY: SURFACE MOTION
 QV0026
 QV0026  HISTORY     - Date     Condition        Report By
 QV0026  HISTORY     - 1934     MONUMENTED       CGS
 QV0026  HISTORY     - 1966     MARK NOT FOUND   USGS
 QV0026
 QV0026                          STATION DESCRIPTION
 QV0026
 QV0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0026'4.2 MI SE FROM ASHLAND.
 QV0026'4.2 MILES SOUTHEAST ALONG THE COUNTY ROAD LEADING TO BIRNEY FROM
 QV0026'ASHLAND, ROSEBUD COUNTY, 0.4 MILE SOUTH OF A RANCH HOUSE, 0.3 MILE
 QV0026'SOUTHEAST OF TONGUE RIVER, ON LEVEL GROUND, 25 FEET WEST OF THE
 QV0026'CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 QV0026'DISK, STAMPED C 223 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QV0026
 QV0026                          STATION RECOVERY (1966)
 QV0026
 QV0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QV0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0310 ***********************************************************************
 RT0310  DESIGNATION -  C 224
 RT0310  PID         -  RT0310
 RT0310  STATE/COUNTY-  MT/CUSTER
 RT0310  USGS QUAD   -  GARLAND SCHOOL (1969)
 RT0310
 RT0310                         *CURRENT SURVEY CONTROL
 RT0310  ___________________________________________________________________
 RT0310* NAD 83(1986)-  46 00 48.     (N)    105 58 50.     (W)     SCALED    
 RT0310* NAVD 88     -       812.223  (meters)    2664.77   (feet)  ADJUSTED  
 RT0310  ___________________________________________________________________
 RT0310  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 RT0310  DYNAMIC HT  -         812.113 (meters)    2664.41  (feet)  COMP
 RT0310  MODELED GRAV-     980,452.6   (mgal)                       NAVD 88
 RT0310
 RT0310  VERT ORDER  -  SECOND    CLASS 0
 RT0310
 RT0310.The horizontal coordinates were scaled from a topographic map and have
 RT0310.an estimated accuracy of +/- 6 seconds.
 RT0310
 RT0310.The orthometric height was determined by differential leveling
 RT0310.and adjusted by the National Geodetic Survey in June 1991..
 RT0310
 RT0310.The geoid height was determined by GEOID03.
 RT0310
 RT0310.The dynamic height is computed by dividing the NAVD 88
 RT0310.geopotential number by the normal gravity value computed on the
 RT0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0310.degrees latitude (g = 980.6199 gals.).
 RT0310
 RT0310.The modeled gravity was interpolated from observed gravity values.
 RT0310
 RT0310;                    North         East    Units  Estimated Accuracy
 RT0310;SPC MT       -   202,080.      872,350.      MT  (+/- 180 meters Scaled)
 RT0310
 RT0310                          SUPERSEDED SURVEY CONTROL
 RT0310
 RT0310  NGVD 29 (??/??/92)  811.569  (m)         2662.62   (f) ADJ UNCH    2 0
 RT0310
 RT0310.Superseded values are not recommended for survey control.
 RT0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0310.See file dsdata.txt to determine how the superseded data were derived.
 RT0310
 RT0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL240959(NAD 83)
 RT0310_MARKER: DB = BENCH MARK DISK
 RT0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0310_STAMPING: C 224 1934
 RT0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0310+STABILITY: SURFACE MOTION
 RT0310
 RT0310  HISTORY     - Date     Condition        Report By
 RT0310  HISTORY     - 1934     MONUMENTED       CGS
 RT0310  HISTORY     - 1969     GOOD             USGS
 RT0310
 RT0310                          STATION DESCRIPTION
 RT0310
 RT0310'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0310'1.5 MI SW FROM GARLAND SCHOOL.
 RT0310'MILES CITY, 13.5 MI SOUTH OF POST OFFICE ALONG U.S. HIGHWAY 312 TO
 RT0310'T-RD SW.  THENCE 22.0 MI SW ALONG TONGUE RIVER ROAD.  1.5 MI SW OF
 RT0310'GARLAND SCHOOL.  85 FT SE OF CENTER LINE RD. 209 FT SOUTH OF CENTER
 RT0310'LINE OF RD AT OLD RD CROSSING, 59 FT SW OF OLD HIGHWAY, 21 FT EAST OF
 RT0310'PRESENT R.O.W. FENCE.  A STANDARD TABLET IN CONCRETE POST PROJECTING 4
 RT0310'INCHES, STAMPED C 224 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0214 ***********************************************************************
 QU0214  DESIGNATION -  C 225
 QU0214  PID         -  QU0214
 QU0214  STATE/COUNTY-  MT/POWDER RIVER
 QU0214  USGS QUAD   -  STACEY (1995)
 QU0214
 QU0214                         *CURRENT SURVEY CONTROL
 QU0214  ___________________________________________________________________
 QU0214* NAD 83(1986)-  45 41 05.     (N)    105 52 37.     (W)     SCALED    
 QU0214* NAVD 88     -      1057.390  (meters)    3469.12   (feet)  ADJUSTED  
 QU0214  ___________________________________________________________________
 QU0214  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 QU0214  DYNAMIC HT  -        1057.166 (meters)    3468.39  (feet)  COMP
 QU0214  MODELED GRAV-     980,366.9   (mgal)                       NAVD 88
 QU0214
 QU0214  VERT ORDER  -  SECOND    CLASS 0
 QU0214
 QU0214.The horizontal coordinates were scaled from a topographic map and have
 QU0214.an estimated accuracy of +/- 6 seconds.
 QU0214
 QU0214.The orthometric height was determined by differential leveling
 QU0214.and adjusted by the National Geodetic Survey in June 1991..
 QU0214
 QU0214.The geoid height was determined by GEOID03.
 QU0214
 QU0214.The dynamic height is computed by dividing the NAVD 88
 QU0214.geopotential number by the normal gravity value computed on the
 QU0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0214.degrees latitude (g = 980.6199 gals.).
 QU0214
 QU0214.The modeled gravity was interpolated from observed gravity values.
 QU0214
 QU0214;                    North         East    Units  Estimated Accuracy
 QU0214;SPC MT       -   165,970.      882,050.      MT  (+/- 180 meters Scaled)
 QU0214
 QU0214                          SUPERSEDED SURVEY CONTROL
 QU0214
 QU0214  NGVD 29 (??/??/92) 1056.706  (m)         3466.88   (f) ADJ UNCH    2 0
 QU0214
 QU0214.Superseded values are not recommended for survey control.
 QU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0214.See file dsdata.txt to determine how the superseded data were derived.
 QU0214
 QU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL317593(NAD 83)
 QU0214_MARKER: DB = BENCH MARK DISK
 QU0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0214_STAMPING: C 225 1934
 QU0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0214+STABILITY: SURFACE MOTION
 QU0214
 QU0214  HISTORY     - Date     Condition        Report By
 QU0214  HISTORY     - 1934     MONUMENTED       CGS
 QU0214  HISTORY     - 1953     GOOD             LOCSUR
 QU0214
 QU0214                          STATION DESCRIPTION
 QU0214
 QU0214'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QU0214'1 MI SW FROM STACEY.
 QU0214'1.0 MILE SOUTHWEST ALONG THE ASHLAND-OLIVE COUNTY ROAD FROM THE
 QU0214'POST OFFICE AT STACEY, POWDER RIVER COUNTY, AT A ROAD
 QU0214'INTERSECTION, 48.8 FEET WEST OF THE CENTERLINE OF THE
 QU0214'INTERSECTION, 41.7 FEET SOUTHWEST OF THE CENTERLINE OF THE SIDE
 QU0214'ROAD, 28.8 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD,
 QU0214'50.2 FEET NORTHWEST OF A POLE, AND 2 FEET NORTHWEST OF A FENCE.
 QU0214'A STANDARD DISK, STAMPED C 225 1934 AND SET IN THE TOP OF A
 QU0214'CONCRETE POST.  NOTE-- THE FENCE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0175 ***********************************************************************
 QU0175  DESIGNATION -  C 226
 QU0175  PID         -  QU0175
 QU0175  STATE/COUNTY-  MT/POWDER RIVER
 QU0175  USGS QUAD   -  HUCKINS SCHOOL (1970)
 QU0175
 QU0175                         *CURRENT SURVEY CONTROL
 QU0175  ___________________________________________________________________
 QU0175* NAD 83(1986)-  45 14 18.     (N)    105 42 56.     (W)     SCALED    
 QU0175* NAVD 88     -       999.647  (meters)    3279.68   (feet)  ADJUSTED  
 QU0175  ___________________________________________________________________
 QU0175  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 QU0175  DYNAMIC HT  -         999.396 (meters)    3278.85  (feet)  COMP
 QU0175  MODELED GRAV-     980,331.7   (mgal)                       NAVD 88
 QU0175
 QU0175  VERT ORDER  -  SECOND    CLASS 0
 QU0175
 QU0175.The horizontal coordinates were scaled from a topographic map and have
 QU0175.an estimated accuracy of +/- 6 seconds.
 QU0175
 QU0175.The orthometric height was determined by differential leveling
 QU0175.and adjusted by the National Geodetic Survey in June 1991..
 QU0175
 QU0175.The geoid height was determined by GEOID03.
 QU0175
 QU0175.The dynamic height is computed by dividing the NAVD 88
 QU0175.geopotential number by the normal gravity value computed on the
 QU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0175.degrees latitude (g = 980.6199 gals.).
 QU0175
 QU0175.The modeled gravity was interpolated from observed gravity values.
 QU0175
 QU0175;                    North         East    Units  Estimated Accuracy
 QU0175;SPC MT       -   117,030.      897,000.      MT  (+/- 180 meters Scaled)
 QU0175
 QU0175                          SUPERSEDED SURVEY CONTROL
 QU0175
 QU0175  NGVD 29 (??/??/92)  999.025  (m)         3277.63   (f) ADJ UNCH    2 0
 QU0175
 QU0175.Superseded values are not recommended for survey control.
 QU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0175.See file dsdata.txt to determine how the superseded data were derived.
 QU0175
 QU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL438096(NAD 83)
 QU0175_MARKER: DB = BENCH MARK DISK
 QU0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0175_STAMPING: C 226 1934
 QU0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0175+STABILITY: SURFACE MOTION
 QU0175
 QU0175  HISTORY     - Date     Condition        Report By
 QU0175  HISTORY     - 1934     MONUMENTED       CGS
 QU0175  HISTORY     - 1953     GOOD             NGS
 QU0175
 QU0175                          STATION DESCRIPTION
 QU0175
 QU0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0175'16.3 MI NE FROM MOORHEAD.
 QU0175'16.3 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO BROADUS
 QU0175'FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY, AT THE
 QU0175'GATE ON A ROAD LEADING WEST 0.5 MILE TO A RANCH, 22.4 FEET SOUTH
 QU0175'OF THE CENTER OF THE GATE, 32.4 FEET WEST OF THE CENTERLINE OF THE
 QU0175'ROAD, 1.8 FEET EAST OF A FENCE, AND LEVEL WITH THE ROAD.  A
 QU0175'STANDARD DISK, STAMPED C 226 1934 AND SET IN THE TOP OF A CONCRETE
 QU0175'POST.
 QU0175
 QU0175                          STATION RECOVERY (1953)
 QU0175
 QU0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QU0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0059 ***********************************************************************
 ST0059  DESIGNATION -  C 227
 ST0059  PID         -  ST0059
 ST0059  STATE/COUNTY-  MT/TETON
 ST0059  USGS QUAD   -  CHOTEAU (1987)
 ST0059
 ST0059                         *CURRENT SURVEY CONTROL
 ST0059  ___________________________________________________________________
 ST0059* NAD 83(1986)-  47 51 34.     (N)    112 14 29.     (W)     SCALED    
 ST0059* NAVD 88     -      1206.242  (meters)    3957.48   (feet)  ADJUSTED  
 ST0059  ___________________________________________________________________
 ST0059  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 ST0059  DYNAMIC HT  -        1206.165 (meters)    3957.23  (feet)  COMP
 ST0059  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 ST0059
 ST0059  VERT ORDER  -  SECOND    CLASS 0
 ST0059
 ST0059.The horizontal coordinates were scaled from a topographic map and have
 ST0059.an estimated accuracy of +/- 6 seconds.
 ST0059
 ST0059.The orthometric height was determined by differential leveling
 ST0059.and adjusted by the National Geodetic Survey in June 1991..
 ST0059
 ST0059.The geoid height was determined by GEOID03.
 ST0059
 ST0059.The dynamic height is computed by dividing the NAVD 88
 ST0059.geopotential number by the normal gravity value computed on the
 ST0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0059.degrees latitude (g = 980.6199 gals.).
 ST0059
 ST0059.The modeled gravity was interpolated from observed gravity values.
 ST0059
 ST0059;                    North         East    Units  Estimated Accuracy
 ST0059;SPC MT       -   404,660.      395,010.      MT  (+/- 180 meters Scaled)
 ST0059
 ST0059                          SUPERSEDED SURVEY CONTROL
 ST0059
 ST0059  NGVD 29 (??/??/92) 1205.273  (m)         3954.30   (f) ADJ UNCH    2 0
 ST0059
 ST0059.Superseded values are not recommended for survey control.
 ST0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0059.See file dsdata.txt to determine how the superseded data were derived.
 ST0059
 ST0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU071014(NAD 83)
 ST0059_MARKER: DB = BENCH MARK DISK
 ST0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0059_STAMPING: C 227 1961
 ST0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0059+STABILITY: SURFACE MOTION
 ST0059
 ST0059  HISTORY     - Date     Condition        Report By
 ST0059  HISTORY     - 1961     MONUMENTED       CGS
 ST0059
 ST0059                          STATION DESCRIPTION
 ST0059
 ST0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0059'4.35 MI NW FROM CHOTEAU.
 ST0059'4.35 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0059'AT CHOTEAU, AT THE CROSSING OF A GRAVEL ROAD, 80 FEET WEST OF THE
 ST0059'CENTER OF THE CROSSING, 40.0 FEET SOUTH-SOUTHWEST OF THE
 ST0059'SOUTH-SOUTHWEST RAIL, 60 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 ST0059'ROAD, 7 1/2 FEET EAST-NORTHEAST OF A FENCE CORNER, 1 1/2 FEET
 ST0059'SOUTHEAST OF A POWER LINE POLE, 1.6 FEET WEST OF A WITNESS POST, ABOUT
 ST0059'1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 ST0059'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0178 ***********************************************************************
 ST0178  DESIGNATION -  C 228
 ST0178  PID         -  ST0178
 ST0178  STATE/COUNTY-  MT/TETON
 ST0178  USGS QUAD   -  WATSON FLATS (1987)
 ST0178
 ST0178                         *CURRENT SURVEY CONTROL
 ST0178  ___________________________________________________________________
 ST0178* NAD 83(1986)-  47 51 37.     (N)    112 27 21.     (W)     SCALED    
 ST0178* NAVD 88     -      1338.424  (meters)    4391.15   (feet)  ADJUSTED  
 ST0178  ___________________________________________________________________
 ST0178  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 ST0178  DYNAMIC HT  -        1338.289 (meters)    4390.70  (feet)  COMP
 ST0178  MODELED GRAV-     980,464.8   (mgal)                       NAVD 88
 ST0178
 ST0178  VERT ORDER  -  SECOND    CLASS 0
 ST0178
 ST0178.The horizontal coordinates were scaled from a topographic map and have
 ST0178.an estimated accuracy of +/- 6 seconds.
 ST0178
 ST0178.The orthometric height was determined by differential leveling
 ST0178.and adjusted by the National Geodetic Survey in June 1991..
 ST0178
 ST0178.The geoid height was determined by GEOID03.
 ST0178
 ST0178.The dynamic height is computed by dividing the NAVD 88
 ST0178.geopotential number by the normal gravity value computed on the
 ST0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0178.degrees latitude (g = 980.6199 gals.).
 ST0178
 ST0178.The modeled gravity was interpolated from observed gravity values.
 ST0178
 ST0178;                    North         East    Units  Estimated Accuracy
 ST0178;SPC MT       -   405,340.      378,990.      MT  (+/- 180 meters Scaled)
 ST0178
 ST0178                          SUPERSEDED SURVEY CONTROL
 ST0178
 ST0178  NGVD 29 (??/??/92) 1337.404  (m)         4387.80   (f) ADJ UNCH    2 0
 ST0178
 ST0178.Superseded values are not recommended for survey control.
 ST0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0178.See file dsdata.txt to determine how the superseded data were derived.
 ST0178
 ST0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU911017(NAD 83)
 ST0178_MARKER: DB = BENCH MARK DISK
 ST0178_SETTING: 66 = SET IN ROCK OUTCROP
 ST0178_SP_SET: SANDSTONE OUTCROP
 ST0178_STAMPING: C 228 1961
 ST0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0178+STABILITY: POSITION/ELEVATION WELL
 ST0178
 ST0178  HISTORY     - Date     Condition        Report By
 ST0178  HISTORY     - 1961     MONUMENTED       CGS
 ST0178
 ST0178                          STATION DESCRIPTION
 ST0178
 ST0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0178'17.3 MI NW FROM CHOTEAU.
 ST0178'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0178'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 ST0178'SOUTH ALONG A GRAVEL ROAD, AT THE WEST SIDE OF A HILL, IN THE TOP OF
 ST0178'THE WEST EDGE OF A SMALL SANDSTONE OUTCROP WHICH PROJECTS ABOUT 1 FOOT
 ST0178'ABOVE THE GROUND, 190 1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 ST0178'WOODEN BRIDGE OVER A CREEK, 16 FEET EAST OF THE CENTER LINE OF THE
 ST0178'ROAD, 7.3 FEET SOUTH-SOUTHEAST OF A WITNESS POST, AND ABOUT 2 1/2 FEET
 ST0178'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0121 ***********************************************************************
 ST0121  DESIGNATION -  C 229
 ST0121  PID         -  ST0121
 ST0121  STATE/COUNTY-  MT/TETON
 ST0121  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0121
 ST0121                         *CURRENT SURVEY CONTROL
 ST0121  ___________________________________________________________________
 ST0121* NAD 83(1986)-  47 42 09.     (N)    112 25 48.     (W)     SCALED    
 ST0121* NAVD 88     -      1301.271  (meters)    4269.25   (feet)  ADJUSTED  
 ST0121  ___________________________________________________________________
 ST0121  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 ST0121  DYNAMIC HT  -        1301.115 (meters)    4268.74  (feet)  COMP
 ST0121  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 ST0121
 ST0121  VERT ORDER  -  SECOND    CLASS 0
 ST0121
 ST0121.The horizontal coordinates were scaled from a topographic map and have
 ST0121.an estimated accuracy of +/- 6 seconds.
 ST0121
 ST0121.The orthometric height was determined by differential leveling
 ST0121.and adjusted by the National Geodetic Survey in June 1991..
 ST0121
 ST0121.The geoid height was determined by GEOID03.
 ST0121
 ST0121.The dynamic height is computed by dividing the NAVD 88
 ST0121.geopotential number by the normal gravity value computed on the
 ST0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0121.degrees latitude (g = 980.6199 gals.).
 ST0121
 ST0121.The modeled gravity was interpolated from observed gravity values.
 ST0121
 ST0121;                    North         East    Units  Estimated Accuracy
 ST0121;SPC MT       -   387,750.      380,260.      MT  (+/- 180 meters Scaled)
 ST0121
 ST0121                          SUPERSEDED SURVEY CONTROL
 ST0121
 ST0121  NGVD 29 (??/??/92) 1300.249  (m)         4265.90   (f) ADJ UNCH    2 0
 ST0121
 ST0121.Superseded values are not recommended for survey control.
 ST0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0121.See file dsdata.txt to determine how the superseded data were derived.
 ST0121
 ST0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT927842(NAD 83)
 ST0121_MARKER: DB = BENCH MARK DISK
 ST0121_SETTING: 80 = SET IN A BOULDER
 ST0121_SP_SET: BOULDER
 ST0121_STAMPING: C 229 1961
 ST0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0121+STABILITY: SURFACE MOTION
 ST0121
 ST0121  HISTORY     - Date     Condition        Report By
 ST0121  HISTORY     - 1961     MONUMENTED       CGS
 ST0121
 ST0121                          STATION DESCRIPTION
 ST0121
 ST0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0121'16.8 MI SW FROM CHOTEAU.
 ST0121'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0121'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0121'WEST ALONG A GRAVEL ROAD, THENCE 4.2 MILES SOUTHWEST ALONG A GRADED
 ST0121'ROAD, 269 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE
 ST0121'TOP OF A 2 1/2 BY 5 FOOT BOULDER, 1.9 FEET NORTH-NORTHEAST OF A
 ST0121'WITNESS POST, AND ABOUT 35 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0106 ***********************************************************************
 ST0106  DESIGNATION -  C 230
 ST0106  PID         -  ST0106
 ST0106  STATE/COUNTY-  MT/TETON
 ST0106  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0106
 ST0106                         *CURRENT SURVEY CONTROL
 ST0106  ___________________________________________________________________
 ST0106* NAD 83(1986)-  47 37 54.     (N)    112 21 46.     (W)     SCALED    
 ST0106* NAVD 88     -      1405.925  (meters)    4612.61   (feet)  ADJUSTED  
 ST0106  ___________________________________________________________________
 ST0106  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 ST0106  DYNAMIC HT  -        1405.748 (meters)    4612.02  (feet)  COMP
 ST0106  MODELED GRAV-     980,437.1   (mgal)                       NAVD 88
 ST0106
 ST0106  VERT ORDER  -  SECOND    CLASS 0
 ST0106
 ST0106.The horizontal coordinates were scaled from a topographic map and have
 ST0106.an estimated accuracy of +/- 6 seconds.
 ST0106
 ST0106.The orthometric height was determined by differential leveling
 ST0106.and adjusted by the National Geodetic Survey in June 1991..
 ST0106
 ST0106.The geoid height was determined by GEOID03.
 ST0106
 ST0106.The dynamic height is computed by dividing the NAVD 88
 ST0106.geopotential number by the normal gravity value computed on the
 ST0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0106.degrees latitude (g = 980.6199 gals.).
 ST0106
 ST0106.The modeled gravity was interpolated from observed gravity values.
 ST0106
 ST0106;                    North         East    Units  Estimated Accuracy
 ST0106;SPC MT       -   379,690.      385,010.      MT  (+/- 180 meters Scaled)
 ST0106
 ST0106                          SUPERSEDED SURVEY CONTROL
 ST0106
 ST0106  NGVD 29 (??/??/92) 1404.908  (m)         4609.27   (f) ADJ UNCH    2 0
 ST0106
 ST0106.Superseded values are not recommended for survey control.
 ST0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0106.See file dsdata.txt to determine how the superseded data were derived.
 ST0106
 ST0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT976762(NAD 83)
 ST0106_MARKER: DB = BENCH MARK DISK
 ST0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0106_STAMPING: C 230 1961
 ST0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0106+STABILITY: SURFACE MOTION
 ST0106
 ST0106  HISTORY     - Date     Condition        Report By
 ST0106  HISTORY     - 1961     MONUMENTED       CGS
 ST0106
 ST0106                          STATION DESCRIPTION
 ST0106
 ST0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0106'16.4 MI N FROM AUGUSTA.
 ST0106'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0106'AUGUSTA, THENCE 4.7 MILES WEST AND NORTH ALONG A COUNTY ROAD, AT A
 ST0106'POINT WHERE THE ROAD TURNS TO THE WEST, AT THE CENTER OF A CURVE, 30
 ST0106'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTHWEST OF A
 ST0106'FENCE CORNER, 3 FEET WEST OF A POWER LINE POLE, 2.2 FEET EAST OF A
 ST0106'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0106'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1125 ***********************************************************************
 SS1125  DESIGNATION -  C 231
 SS1125  PID         -  SS1125
 SS1125  STATE/COUNTY-  MT/TETON
 SS1125  USGS QUAD   -  T L GAP (1987)
 SS1125
 SS1125                         *CURRENT SURVEY CONTROL
 SS1125  ___________________________________________________________________
 SS1125* NAD 83(1986)-  47 46 15.     (N)    111 57 56.     (W)     SCALED    
 SS1125* NAVD 88     -      1216.959  (meters)    3992.64   (feet)  ADJUSTED  
 SS1125  ___________________________________________________________________
 SS1125  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SS1125  DYNAMIC HT  -        1216.894 (meters)    3992.43  (feet)  COMP
 SS1125  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 SS1125
 SS1125  VERT ORDER  -  SECOND    CLASS 0
 SS1125
 SS1125.The horizontal coordinates were scaled from a topographic map and have
 SS1125.an estimated accuracy of +/- 6 seconds.
 SS1125
 SS1125.The orthometric height was determined by differential leveling
 SS1125.and adjusted by the National Geodetic Survey in June 1991..
 SS1125
 SS1125.The geoid height was determined by GEOID03.
 SS1125
 SS1125.The dynamic height is computed by dividing the NAVD 88
 SS1125.geopotential number by the normal gravity value computed on the
 SS1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1125.degrees latitude (g = 980.6199 gals.).
 SS1125
 SS1125.The modeled gravity was interpolated from observed gravity values.
 SS1125
 SS1125;                    North         East    Units  Estimated Accuracy
 SS1125;SPC MT       -   394,140.      415,320.      MT  (+/- 180 meters Scaled)
 SS1125
 SS1125                          SUPERSEDED SURVEY CONTROL
 SS1125
 SS1125  NGVD 29 (??/??/92) 1216.016  (m)         3989.55   (f) ADJ UNCH    2 0
 SS1125
 SS1125.Superseded values are not recommended for survey control.
 SS1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1125.See file dsdata.txt to determine how the superseded data were derived.
 SS1125
 SS1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT276912(NAD 83)
 SS1125_MARKER: DB = BENCH MARK DISK
 SS1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1125_STAMPING: C 231 1961
 SS1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1125+STABILITY: SURFACE MOTION
 SS1125
 SS1125  HISTORY     - Date     Condition        Report By
 SS1125  HISTORY     - 1961     MONUMENTED       CGS
 SS1125
 SS1125                          STATION DESCRIPTION
 SS1125
 SS1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1125'11.65 MI SE FROM CHOTEAU.
 SS1125'4.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1125'AT CHOTEAU, THENCE 7.5 MILES EAST ALONG A DIRT ROAD, AT THE
 SS1125'INTERSECTION OF A DIRT ROAD, 52 FEET NORTHEAST OF THE CENTER OF THE
 SS1125'JUNCTION, 41 1/2 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 SS1125'21 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A
 SS1125'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 SS1125'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1110 ***********************************************************************
 SS1110  DESIGNATION -  C 232
 SS1110  PID         -  SS1110
 SS1110  STATE/COUNTY-  MT/TETON
 SS1110  USGS QUAD   -  CLEIV (1983)
 SS1110
 SS1110                         *CURRENT SURVEY CONTROL
 SS1110  ___________________________________________________________________
 SS1110* NAD 83(1986)-  47 42 20.     (N)    111 59 14.     (W)     SCALED    
 SS1110* NAVD 88     -      1171.908  (meters)    3844.83   (feet)  ADJUSTED  
 SS1110  ___________________________________________________________________
 SS1110  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS1110  DYNAMIC HT  -        1171.816 (meters)    3844.53  (feet)  COMP
 SS1110  MODELED GRAV-     980,493.6   (mgal)                       NAVD 88
 SS1110
 SS1110  VERT ORDER  -  SECOND    CLASS 0
 SS1110
 SS1110.The horizontal coordinates were scaled from a topographic map and have
 SS1110.an estimated accuracy of +/- 6 seconds.
 SS1110
 SS1110.The orthometric height was determined by differential leveling
 SS1110.and adjusted by the National Geodetic Survey in June 1991..
 SS1110
 SS1110.The geoid height was determined by GEOID03.
 SS1110
 SS1110.The dynamic height is computed by dividing the NAVD 88
 SS1110.geopotential number by the normal gravity value computed on the
 SS1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1110.degrees latitude (g = 980.6199 gals.).
 SS1110
 SS1110.The modeled gravity was interpolated from observed gravity values.
 SS1110
 SS1110;                    North         East    Units  Estimated Accuracy
 SS1110;SPC MT       -   386,940.      413,470.      MT  (+/- 180 meters Scaled)
 SS1110
 SS1110                          SUPERSEDED SURVEY CONTROL
 SS1110
 SS1110  NGVD 29 (??/??/92) 1170.944  (m)         3841.67   (f) ADJ UNCH    2 0
 SS1110
 SS1110.Superseded values are not recommended for survey control.
 SS1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1110.See file dsdata.txt to determine how the superseded data were derived.
 SS1110
 SS1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT259840(NAD 83)
 SS1110_MARKER: DB = BENCH MARK DISK
 SS1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1110_STAMPING: C 232 1961
 SS1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1110+STABILITY: SURFACE MOTION
 SS1110
 SS1110  HISTORY     - Date     Condition        Report By
 SS1110  HISTORY     - 1961     MONUMENTED       CGS
 SS1110
 SS1110                          STATION DESCRIPTION
 SS1110
 SS1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1110'1.1 MI SE FROM BOLE.
 SS1110'1.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1110'AT BOLE, 3 1/2 POLES SOUTHEAST OF MILEPOLE 16, AT THE CROSSING OF BASE
 SS1110'LINE ROAD, 53 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE
 SS1110'ROAD, 48.2 FEET SOUTH OF THE SOUTH RAIL, 32 FEET WEST OF THE CENTER
 SS1110'LINE OF THE ROAD, 2 1/2 FEET EAST OF A TELEPHONE POLE, 1.9 FEET
 SS1110'WEST-NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SS1110'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0273 ***********************************************************************
 ST0273  DESIGNATION -  C 233
 ST0273  PID         -  ST0273
 ST0273  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0273  USGS QUAD   -  AUGUSTA (1963)
 ST0273
 ST0273                         *CURRENT SURVEY CONTROL
 ST0273  ___________________________________________________________________
 ST0273* NAD 83(1986)-  47 29 58.     (N)    112 22 53.     (W)     SCALED    
 ST0273* NAVD 88     -      1232.825  (meters)    4044.69   (feet)  ADJUSTED  
 ST0273  ___________________________________________________________________
 ST0273  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 ST0273  DYNAMIC HT  -        1232.674 (meters)    4044.20  (feet)  COMP
 ST0273  MODELED GRAV-     980,447.2   (mgal)                       NAVD 88
 ST0273
 ST0273  VERT ORDER  -  SECOND    CLASS 0
 ST0273
 ST0273.The horizontal coordinates were scaled from a topographic map and have
 ST0273.an estimated accuracy of +/- 6 seconds.
 ST0273
 ST0273.The orthometric height was determined by differential leveling
 ST0273.and adjusted by the National Geodetic Survey in June 1991..
 ST0273
 ST0273.The geoid height was determined by GEOID03.
 ST0273
 ST0273.The dynamic height is computed by dividing the NAVD 88
 ST0273.geopotential number by the normal gravity value computed on the
 ST0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0273.degrees latitude (g = 980.6199 gals.).
 ST0273
 ST0273.The modeled gravity was interpolated from observed gravity values.
 ST0273
 ST0273;                    North         East    Units  Estimated Accuracy
 ST0273;SPC MT       -   365,060.      383,080.      MT  (+/- 180 meters Scaled)
 ST0273
 ST0273                          SUPERSEDED SURVEY CONTROL
 ST0273
 ST0273  NGVD 29 (??/??/92) 1231.638  (m)         4040.80   (f) ADJ UNCH    2 0
 ST0273
 ST0273.Superseded values are not recommended for survey control.
 ST0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0273.See file dsdata.txt to determine how the superseded data were derived.
 ST0273
 ST0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT959615(NAD 83)
 ST0273_MARKER: DB = BENCH MARK DISK
 ST0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0273_STAMPING: C 233 1961
 ST0273_MARK LOGO: CGS   
 ST0273_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0273+STABILITY: SURFACE MOTION
 ST0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0273+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 ST0273
 ST0273  HISTORY     - Date     Condition        Report By
 ST0273  HISTORY     - 1961     MONUMENTED       CGS
 ST0273  HISTORY     - 19970307 GOOD             NGS
 ST0273
 ST0273                          STATION DESCRIPTION
 ST0273
 ST0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0273'0.75 MI NE FROM AUGUSTA.
 ST0273'0.75 MILE NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0273'AUGUSTA, AT THE CROSSING OF A POWER LINE, 35 1/2 FEET NORTHWEST OF THE
 ST0273'CENTER LINE OF THE HIGHWAY, 225 FEET NORTHEAST OF THE CENTER LINE OF A
 ST0273'DRIVEWAY LEADING NORTHWEST, 40 FEET NORTHEAST OF THE EXTENDED CENTER
 ST0273'LINE OF A DRIVEWAY LEADING SOUTHEAST, 7.0 FEET SOUTHEAST OF A FENCE, 2
 ST0273'1/2 FEET SOUTHWEST OF A POWER LINE POLE, 1.8 FEET NORTHEAST OF A
 ST0273'WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 ST0273'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ST0273
 ST0273                          STATION RECOVERY (1997)
 ST0273
 ST0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CWW)
 ST0273'0.75 MI (1.21 KM) NORTHEAST ALONG U.S.  HIGHWAY 287, FROM THE AUGUSTA
 ST0273'POST OFFICE, TO THE MARK ON THE LEFT, 225.8 FT (68.8 M) NORTHEAST OF
 ST0273'THE CENTER OF A DRIVEWAY LEADING NORTHWEST, 38.0 FT (11.6 M) NORTHWEST
 ST0273'OF THE CENTER OF THE HIGHWAY, 7.1 FT (2.2 M) SOUTHEAST OF A FENCE, 1.9
 ST0273'FT (0.6 M) NORTHEAST OF A WITNESS POST AND ACROSS THE HIGHWAY FROM A
 ST0273'DRIVEWAY LEADING NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0139 ***********************************************************************
 ST0139  DESIGNATION -  C 234
 ST0139  PID         -  ST0139
 ST0139  STATE/COUNTY-  MT/TETON
 ST0139  USGS QUAD   -  GILMAN (1987)
 ST0139
 ST0139                         *CURRENT SURVEY CONTROL
 ST0139  ___________________________________________________________________
 ST0139* NAD 83(1986)-  47 35 41.     (N)    112 18 22.     (W)     SCALED    
 ST0139* NAVD 88     -      1325.559  (meters)    4348.94   (feet)  ADJUSTED  
 ST0139  ___________________________________________________________________
 ST0139  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 ST0139  DYNAMIC HT  -        1325.400 (meters)    4348.42  (feet)  COMP
 ST0139  MODELED GRAV-     980,446.2   (mgal)                       NAVD 88
 ST0139
 ST0139  VERT ORDER  -  SECOND    CLASS 0
 ST0139
 ST0139.The horizontal coordinates were scaled from a topographic map and have
 ST0139.an estimated accuracy of +/- 6 seconds.
 ST0139
 ST0139.The orthometric height was determined by differential leveling
 ST0139.and adjusted by the National Geodetic Survey in June 1991..
 ST0139
 ST0139.The geoid height was determined by GEOID03.
 ST0139
 ST0139.The dynamic height is computed by dividing the NAVD 88
 ST0139.geopotential number by the normal gravity value computed on the
 ST0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0139.degrees latitude (g = 980.6199 gals.).
 ST0139
 ST0139.The modeled gravity was interpolated from observed gravity values.
 ST0139
 ST0139;                    North         East    Units  Estimated Accuracy
 ST0139;SPC MT       -   375,440.      389,120.      MT  (+/- 180 meters Scaled)
 ST0139
 ST0139                          SUPERSEDED SURVEY CONTROL
 ST0139
 ST0139  NGVD 29 (??/??/92) 1324.560  (m)         4345.66   (f) ADJ UNCH    2 0
 ST0139
 ST0139.Superseded values are not recommended for survey control.
 ST0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0139.See file dsdata.txt to determine how the superseded data were derived.
 ST0139
 ST0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT018720(NAD 83)
 ST0139_MARKER: DB = BENCH MARK DISK
 ST0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0139_SP_SET: RETAINING WALL
 ST0139_STAMPING: C 234 1961
 ST0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0139
 ST0139  HISTORY     - Date     Condition        Report By
 ST0139  HISTORY     - 1961     MONUMENTED       CGS
 ST0139
 ST0139                          STATION DESCRIPTION
 ST0139
 ST0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0139'9.9 MI N FROM AUGUSTA.
 ST0139'8.05 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0139'AUGUSTA, THENCE 1.85 MILES NORTHEAST ALONG THE SOUTHEAST LEVEE ROAD OF
 ST0139'A CANAL, AT THE CROSSING OF A TELEPHONE POLE LINE, IN THE TOP OF THE
 ST0139'NORTHEAST END OF AN 18-FOOT CONCRETE RETAINING WALL, 23 FEET NORTH OF
 ST0139'THE CENTER LINE OF THE LEVEE ROAD, 15 FEET EAST OF THE EXTENDED CENTER
 ST0139'LINE OF A COUNTY ROAD LEADING SOUTH, AND ABOUT 8 FEET LOWER THAN THE
 ST0139'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1032 ***********************************************************************
 SS1032  DESIGNATION -  C 235
 SS1032  PID         -  SS1032
 SS1032  STATE/COUNTY-  MT/CASCADE
 SS1032  USGS QUAD   -  SIMMS (1983)
 SS1032
 SS1032                         *CURRENT SURVEY CONTROL
 SS1032  ___________________________________________________________________
 SS1032* NAD 83(1986)-  47 29 59.     (N)    111 59 50.     (W)     SCALED    
 SS1032* NAVD 88     -      1120.064  (meters)    3674.74   (feet)  ADJUSTED  
 SS1032  ___________________________________________________________________
 SS1032  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 SS1032  DYNAMIC HT  -        1119.952 (meters)    3674.38  (feet)  COMP
 SS1032  MODELED GRAV-     980,474.0   (mgal)                       NAVD 88
 SS1032
 SS1032  VERT ORDER  -  SECOND    CLASS 0
 SS1032
 SS1032.The horizontal coordinates were scaled from a topographic map and have
 SS1032.an estimated accuracy of +/- 6 seconds.
 SS1032
 SS1032.The orthometric height was determined by differential leveling
 SS1032.and adjusted by the National Geodetic Survey in June 1991..
 SS1032
 SS1032.The geoid height was determined by GEOID03.
 SS1032
 SS1032.The dynamic height is computed by dividing the NAVD 88
 SS1032.geopotential number by the normal gravity value computed on the
 SS1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1032.degrees latitude (g = 980.6199 gals.).
 SS1032
 SS1032.The modeled gravity was interpolated from observed gravity values.
 SS1032
 SS1032;                    North         East    Units  Estimated Accuracy
 SS1032;SPC MT       -   364,100.      411,990.      MT  (+/- 180 meters Scaled)
 SS1032
 SS1032                          SUPERSEDED SURVEY CONTROL
 SS1032
 SS1032  NGVD 29 (??/??/92) 1119.101  (m)         3671.58   (f) ADJ UNCH    2 0
 SS1032
 SS1032.Superseded values are not recommended for survey control.
 SS1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1032.See file dsdata.txt to determine how the superseded data were derived.
 SS1032
 SS1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT248611(NAD 83)
 SS1032_MARKER: DB = BENCH MARK DISK
 SS1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1032_STAMPING: C 235 1961
 SS1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1032+STABILITY: SURFACE MOTION
 SS1032
 SS1032  HISTORY     - Date     Condition        Report By
 SS1032  HISTORY     - 1961     MONUMENTED       CGS
 SS1032
 SS1032                          STATION DESCRIPTION
 SS1032
 SS1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1032'3.15 MI W FROM SIMMS.
 SS1032'3.15 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 SS1032'HIGHWAY 20 AT SIMMS, 123 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 SS1032'WOODEN BRIDGE OVER A DRY CREEK, 63 FEET SOUTH-SOUTHWEST OF THE CENTER
 SS1032'OF THE JUNCTION OF A PRIVATE ROAD LEADING NORTH, 60 FEET SOUTH OF THE
 SS1032'CENTER LINE OF THE HIGHWAY, 38 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER
 SS1032'OF THE SOUTH END OF AN 18-INCH IRON CULVERT, 3 FEET NORTHWEST OF THE
 SS1032'WEST END OF A GATE, 1.6 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A
 SS1032'WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 SS1032'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0358 ***********************************************************************
 ST0358  DESIGNATION -  C 236
 ST0358  PID         -  ST0358
 ST0358  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0358  USGS QUAD   -  JOHNSON MOUNTAIN (1962)
 ST0358
 ST0358                         *CURRENT SURVEY CONTROL
 ST0358  ___________________________________________________________________
 ST0358* NAD 83(1986)-  47 12 25.     (N)    112 15 19.     (W)     SCALED    
 ST0358* NAVD 88     -      1303.161  (meters)    4275.45   (feet)  ADJUSTED  
 ST0358  ___________________________________________________________________
 ST0358  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 ST0358  DYNAMIC HT  -        1302.970 (meters)    4274.83  (feet)  COMP
 ST0358  MODELED GRAV-     980,420.2   (mgal)                       NAVD 88
 ST0358
 ST0358  VERT ORDER  -  SECOND    CLASS 0
 ST0358
 ST0358.The horizontal coordinates were scaled from a topographic map and have
 ST0358.an estimated accuracy of +/- 6 seconds.
 ST0358
 ST0358.The orthometric height was determined by differential leveling
 ST0358.and adjusted by the National Geodetic Survey in June 1991..
 ST0358
 ST0358.The geoid height was determined by GEOID03.
 ST0358
 ST0358.The dynamic height is computed by dividing the NAVD 88
 ST0358.geopotential number by the normal gravity value computed on the
 ST0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0358.degrees latitude (g = 980.6199 gals.).
 ST0358
 ST0358.The modeled gravity was interpolated from observed gravity values.
 ST0358
 ST0358;                    North         East    Units  Estimated Accuracy
 ST0358;SPC MT       -   332,240.      391,420.      MT  (+/- 180 meters Scaled)
 ST0358
 ST0358                          SUPERSEDED SURVEY CONTROL
 ST0358
 ST0358  NGVD 29 (??/??/92) 1302.171  (m)         4272.21   (f) ADJ UNCH    2 0
 ST0358
 ST0358.Superseded values are not recommended for survey control.
 ST0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0358.See file dsdata.txt to determine how the superseded data were derived.
 ST0358
 ST0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT049289(NAD 83)
 ST0358_MARKER: DB = BENCH MARK DISK
 ST0358_SETTING: 66 = SET IN ROCK OUTCROP
 ST0358_SP_SET: OUTCROP
 ST0358_STAMPING: C 236 1961
 ST0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0358+STABILITY: POSITION/ELEVATION WELL
 ST0358
 ST0358  HISTORY     - Date     Condition        Report By
 ST0358  HISTORY     - 1961     MONUMENTED       CGS
 ST0358
 ST0358                          STATION DESCRIPTION
 ST0358
 ST0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0358'7.65 MI SW FROM BOWMANS CORNER.
 ST0358'7.65 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0358'HIGHWAY 287 AT BOWMANS CORNER, IN THE TOP OF AN OUTCROP, NEAR THE
 ST0358'CENTER OF A CUT, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ST0358'6.3 FEET EAST-SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 ST0358'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1200 ***********************************************************************
 SS1200  DESIGNATION -  C 237
 SS1200  PID         -  SS1200
 SS1200  STATE/COUNTY-  MT/CASCADE
 SS1200  USGS QUAD   -  FAIRFIELD (1983)
 SS1200
 SS1200                         *CURRENT SURVEY CONTROL
 SS1200  ___________________________________________________________________
 SS1200* NAD 83(1986)-  47 35 47.     (N)    111 55 20.     (W)     SCALED    
 SS1200* NAVD 88     -      1221.553  (meters)    4007.71   (feet)  ADJUSTED  
 SS1200  ___________________________________________________________________
 SS1200  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1200  DYNAMIC HT  -        1221.430 (meters)    4007.31  (feet)  COMP
 SS1200  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 SS1200
 SS1200  VERT ORDER  -  SECOND    CLASS 0
 SS1200
 SS1200.The horizontal coordinates were scaled from a topographic map and have
 SS1200.an estimated accuracy of +/- 6 seconds.
 SS1200
 SS1200.The orthometric height was determined by differential leveling
 SS1200.and adjusted by the National Geodetic Survey in June 1991..
 SS1200
 SS1200.The geoid height was determined by GEOID03.
 SS1200
 SS1200.The dynamic height is computed by dividing the NAVD 88
 SS1200.geopotential number by the normal gravity value computed on the
 SS1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1200.degrees latitude (g = 980.6199 gals.).
 SS1200
 SS1200.The modeled gravity was interpolated from observed gravity values.
 SS1200
 SS1200;                    North         East    Units  Estimated Accuracy
 SS1200;SPC MT       -   374,660.      417,970.      MT  (+/- 180 meters Scaled)
 SS1200
 SS1200                          SUPERSEDED SURVEY CONTROL
 SS1200
 SS1200  NGVD 29 (??/??/92) 1220.578  (m)         4004.51   (f) ADJ UNCH    2 0
 SS1200
 SS1200.Superseded values are not recommended for survey control.
 SS1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1200.See file dsdata.txt to determine how the superseded data were derived.
 SS1200
 SS1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT306718(NAD 83)
 SS1200_MARKER: DB = BENCH MARK DISK
 SS1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1200_STAMPING: C 237 1961
 SS1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1200+STABILITY: SURFACE MOTION
 SS1200
 SS1200  HISTORY     - Date     Condition        Report By
 SS1200  HISTORY     - 1961     MONUMENTED       CGS
 SS1200
 SS1200                          STATION DESCRIPTION
 SS1200
 SS1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1200'3.85 MI E FROM FAIRFIELD.
 SS1200'3.85 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1200'FAIRFIELD, AT A SHARP CURVE, 85 FEET SOUTHWEST OF THE CENTER LINE OF
 SS1200'THE HIGHWAY, 38 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 SS1200'GRAVEL ROADS, 27 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 SS1200'25 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 4 FEET EAST OF
 SS1200'A POWER LINE POLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 SS1200'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 SS1200'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0975 ***********************************************************************
 SS0975  DESIGNATION -  C 238
 SS0975  PID         -  SS0975
 SS0975  STATE/COUNTY-  MT/CASCADE
 SS0975  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0975
 SS0975                         *CURRENT SURVEY CONTROL
 SS0975  ___________________________________________________________________
 SS0975* NAD 83(1986)-  47 23 34.     (N)    111 42 36.     (W)     SCALED    
 SS0975* NAVD 88     -      1055.304  (meters)    3462.28   (feet)  ADJUSTED  
 SS0975  ___________________________________________________________________
 SS0975  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 SS0975  DYNAMIC HT  -        1055.217 (meters)    3461.99  (feet)  COMP
 SS0975  MODELED GRAV-     980,494.2   (mgal)                       NAVD 88
 SS0975
 SS0975  VERT ORDER  -  SECOND    CLASS 0
 SS0975
 SS0975.The horizontal coordinates were scaled from a topographic map and have
 SS0975.an estimated accuracy of +/- 6 seconds.
 SS0975
 SS0975.The orthometric height was determined by differential leveling
 SS0975.and adjusted by the National Geodetic Survey in June 1991..
 SS0975
 SS0975.The geoid height was determined by GEOID03.
 SS0975
 SS0975.The dynamic height is computed by dividing the NAVD 88
 SS0975.geopotential number by the normal gravity value computed on the
 SS0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0975.degrees latitude (g = 980.6199 gals.).
 SS0975
 SS0975.The modeled gravity was interpolated from observed gravity values.
 SS0975
 SS0975;                    North         East    Units  Estimated Accuracy
 SS0975;SPC MT       -   351,570.      433,270.      MT  (+/- 180 meters Scaled)
 SS0975
 SS0975                          SUPERSEDED SURVEY CONTROL
 SS0975
 SS0975  NGVD 29 (??/??/92) 1054.380  (m)         3459.24   (f) ADJ UNCH    2 0
 SS0975
 SS0975.Superseded values are not recommended for survey control.
 SS0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0975.See file dsdata.txt to determine how the superseded data were derived.
 SS0975
 SS0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT464490(NAD 83)
 SS0975_MARKER: DB = BENCH MARK DISK
 SS0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0975_STAMPING: C 238 1961
 SS0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0975+STABILITY: SURFACE MOTION
 SS0975
 SS0975  HISTORY     - Date     Condition        Report By
 SS0975  HISTORY     - 1961     MONUMENTED       CGS
 SS0975
 SS0975                          STATION DESCRIPTION
 SS0975
 SS0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0975'9.85 MI S FROM SUN RIVER.
 SS0975'9.85 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0975'AT SUN RIVER, AT A SECTION LINE FENCE, 39 FEET EAST OF THE CENTER LINE
 SS0975'OF THE ROAD, 18 FEET SOUTH OF THE CENTER OF A GATE, 3 FEET
 SS0975'NORTH-NORTHWEST OF A FENCE JUNCTION POST, 2.0 FEET NORTH OF A WITNESS
 SS0975'POST, 1.0 FOOT WEST OF A FENCE, ABOUT 3 FEET LOWER THAN THE ROAD, AND
 SS0975'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS0975'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1007 ***********************************************************************
 SS1007  DESIGNATION -  C 239
 SS1007  PID         -  SS1007
 SS1007  STATE/COUNTY-  MT/CASCADE
 SS1007  USGS QUAD   -  SIMMS (1983)
 SS1007
 SS1007                         *CURRENT SURVEY CONTROL
 SS1007  ___________________________________________________________________
 SS1007* NAD 83(1986)-  47 25 32.     (N)    111 54 27.     (W)     SCALED    
 SS1007* NAVD 88     -      1122.717  (meters)    3683.45   (feet)  ADJUSTED  
 SS1007  ___________________________________________________________________
 SS1007  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 SS1007  DYNAMIC HT  -        1122.614 (meters)    3683.11  (feet)  COMP
 SS1007  MODELED GRAV-     980,481.9   (mgal)                       NAVD 88
 SS1007
 SS1007  VERT ORDER  -  SECOND    CLASS 0
 SS1007
 SS1007.The horizontal coordinates were scaled from a topographic map and have
 SS1007.an estimated accuracy of +/- 6 seconds.
 SS1007
 SS1007.The orthometric height was determined by differential leveling
 SS1007.and adjusted by the National Geodetic Survey in June 1991..
 SS1007
 SS1007.The geoid height was determined by GEOID03.
 SS1007
 SS1007.The dynamic height is computed by dividing the NAVD 88
 SS1007.geopotential number by the normal gravity value computed on the
 SS1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1007.degrees latitude (g = 980.6199 gals.).
 SS1007
 SS1007.The modeled gravity was interpolated from observed gravity values.
 SS1007
 SS1007;                    North         East    Units  Estimated Accuracy
 SS1007;SPC MT       -   355,650.      418,490.      MT  (+/- 180 meters Scaled)
 SS1007
 SS1007                          SUPERSEDED SURVEY CONTROL
 SS1007
 SS1007  NGVD 29 (??/??/92) 1121.774  (m)         3680.35   (f) ADJ UNCH    2 0
 SS1007
 SS1007.Superseded values are not recommended for survey control.
 SS1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1007.See file dsdata.txt to determine how the superseded data were derived.
 SS1007
 SS1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT315528(NAD 83)
 SS1007_MARKER: DB = BENCH MARK DISK
 SS1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1007_STAMPING: C 239 1961
 SS1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1007+STABILITY: SURFACE MOTION
 SS1007
 SS1007  HISTORY     - Date     Condition        Report By
 SS1007  HISTORY     - 1961     MONUMENTED       CGS
 SS1007
 SS1007                          STATION DESCRIPTION
 SS1007
 SS1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1007'7.85 MI S FROM SIMMS.
 SS1007'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1007'HIGHWAY 21 AT SIMMS, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE
 SS1007'3.6 MILES SOUTHEAST ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A CURVE, 28
 SS1007'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 45.0 FEET SOUTHWEST OF
 SS1007'A FENCE, 3 FEET NORTHEAST OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A
 SS1007'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SS1007'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0717 ***********************************************************************
 SS0717  DESIGNATION -  C 240
 SS0717  PID         -  SS0717
 SS0717  STATE/COUNTY-  MT/CASCADE
 SS0717  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0717
 SS0717                         *CURRENT SURVEY CONTROL
 SS0717  ___________________________________________________________________
 SS0717* NAD 83(1986)-  47 28 58.     (N)    111 20 14.     (W)     SCALED    
 SS0717* NAVD 88     -      1025.364  (meters)    3364.05   (feet)  ADJUSTED  
 SS0717  ___________________________________________________________________
 SS0717  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 SS0717  DYNAMIC HT  -        1025.287 (meters)    3363.80  (feet)  COMP
 SS0717  MODELED GRAV-     980,503.2   (mgal)                       NAVD 88
 SS0717
 SS0717  VERT ORDER  -  FIRST     CLASS II
 SS0717
 SS0717.The horizontal coordinates were scaled from a topographic map and have
 SS0717.an estimated accuracy of +/- 6 seconds.
 SS0717
 SS0717.The orthometric height was determined by differential leveling
 SS0717.and adjusted by the National Geodetic Survey in June 1991..
 SS0717
 SS0717.The geoid height was determined by GEOID03.
 SS0717
 SS0717.The dynamic height is computed by dividing the NAVD 88
 SS0717.geopotential number by the normal gravity value computed on the
 SS0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0717.degrees latitude (g = 980.6199 gals.).
 SS0717
 SS0717.The modeled gravity was interpolated from observed gravity values.
 SS0717
 SS0717;                    North         East    Units  Estimated Accuracy
 SS0717;SPC MT       -   360,840.      461,620.      MT  (+/- 180 meters Scaled)
 SS0717
 SS0717                          SUPERSEDED SURVEY CONTROL
 SS0717
 SS0717  NGVD 29 (??/??/92) 1024.450  (m)         3361.05   (f) ADJ UNCH    1 2
 SS0717
 SS0717.Superseded values are not recommended for survey control.
 SS0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0717.See file dsdata.txt to determine how the superseded data were derived.
 SS0717
 SS0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT745588(NAD 83)
 SS0717_MARKER: DB = BENCH MARK DISK
 SS0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0717_STAMPING: C 240 1961
 SS0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0717+STABILITY: SURFACE MOTION
 SS0717
 SS0717  HISTORY     - Date     Condition        Report By
 SS0717  HISTORY     - 1961     MONUMENTED       CGS
 SS0717
 SS0717                          STATION DESCRIPTION
 SS0717
 SS0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0717'2.15 MI SW FROM GREAT FALLS.
 SS0717'2.15 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0717'AT GREAT FALLS, AT MILEPOST 118, 52.0 FEET WEST-NORTHWEST OF THE
 SS0717'WEST-NORTHWEST RAIL, 40 FEET WEST-NORTHWEST OF THE MILEPOST, 46.0 FEET
 SS0717'EAST-SOUTHEAST OF A FENCE, 4 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 SS0717'1.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 SS0717'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 SS0717'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1090 ***********************************************************************
 SS1090  DESIGNATION -  C 241
 SS1090  PID         -  SS1090
 SS1090  STATE/COUNTY-  MT/TETON
 SS1090  USGS QUAD   -  DUTTON (1987)
 SS1090
 SS1090                         *CURRENT SURVEY CONTROL
 SS1090  ___________________________________________________________________
 SS1090* NAD 83(1986)-  47 50 36.     (N)    111 42 59.     (W)     SCALED    
 SS1090* NAVD 88     -      1130.418  (meters)    3708.71   (feet)  ADJUSTED  
 SS1090  ___________________________________________________________________
 SS1090  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1090  DYNAMIC HT  -        1130.374 (meters)    3708.57  (feet)  COMP
 SS1090  MODELED GRAV-     980,533.4   (mgal)                       NAVD 88
 SS1090
 SS1090  VERT ORDER  -  FIRST     CLASS II
 SS1090
 SS1090.The horizontal coordinates were scaled from a topographic map and have
 SS1090.an estimated accuracy of +/- 6 seconds.
 SS1090
 SS1090.The orthometric height was determined by differential leveling
 SS1090.and adjusted by the National Geodetic Survey in June 1991..
 SS1090.WARNING-Repeat measurements at this control monument indicate possible
 SS1090.vertical movement.
 SS1090
 SS1090.The geoid height was determined by GEOID03.
 SS1090
 SS1090.The dynamic height is computed by dividing the NAVD 88
 SS1090.geopotential number by the normal gravity value computed on the
 SS1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1090.degrees latitude (g = 980.6199 gals.).
 SS1090
 SS1090.The modeled gravity was interpolated from observed gravity values.
 SS1090
 SS1090;                    North         East    Units  Estimated Accuracy
 SS1090;SPC MT       -   401,630.      434,210.      MT  (+/- 180 meters Scaled)
 SS1090
 SS1090                          SUPERSEDED SURVEY CONTROL
 SS1090
 SS1090  NGVD 29 (??/??/92) 1129.500  (m)         3705.70   (f) ADJ UNCH    1 2
 SS1090
 SS1090.Superseded values are not recommended for survey control.
 SS1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1090.See file dsdata.txt to determine how the superseded data were derived.
 SS1090
 SS1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT463991(NAD 83)
 SS1090_MARKER: DB = BENCH MARK DISK
 SS1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1090_STAMPING: C 241 1961
 SS1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1090+STABILITY: SURFACE MOTION
 SS1090
 SS1090  HISTORY     - Date     Condition        Report By
 SS1090  HISTORY     - 1961     MONUMENTED       CGS
 SS1090  HISTORY     - 1979     GOOD             NGS
 SS1090
 SS1090                          STATION DESCRIPTION
 SS1090
 SS1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1090'0.35 MI SE FROM DUTTON.
 SS1090'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1090'AT DUTTON, 154 FEET SOUTH OF AND ACROSS THE TRACK FROM MILEPOST 37,
 SS1090'333 FEET NORTHWEST OF THE CROSSING OF A ROAD, 77 FEET SOUTHWEST OF THE
 SS1090'SOUTHWEST RAIL, 20 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD,
 SS1090'4 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS
 SS1090'POST, ABOUT 10 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 SS1090'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SS1090
 SS1090                          STATION RECOVERY (1979)
 SS1090
 SS1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0955 ***********************************************************************
 SS0955  DESIGNATION -  C 242
 SS0955  PID         -  SS0955
 SS0955  STATE/COUNTY-  MT/CASCADE
 SS0955  USGS QUAD   -  ULM (1994)
 SS0955
 SS0955                         *CURRENT SURVEY CONTROL
 SS0955  ___________________________________________________________________
 SS0955* NAD 83(1986)-  47 29 42.     (N)    111 33 33.     (W)     SCALED    
 SS0955* NAVD 88     -      1149.649  (meters)    3771.81   (feet)  ADJUSTED  
 SS0955  ___________________________________________________________________
 SS0955  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SS0955  DYNAMIC HT  -        1149.556 (meters)    3771.50  (feet)  COMP
 SS0955  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 SS0955
 SS0955  VERT ORDER  -  SECOND    CLASS 0
 SS0955
 SS0955.The horizontal coordinates were scaled from a topographic map and have
 SS0955.an estimated accuracy of +/- 6 seconds.
 SS0955
 SS0955.The orthometric height was determined by differential leveling
 SS0955.and adjusted by the National Geodetic Survey in June 1991..
 SS0955
 SS0955.The geoid height was determined by GEOID03.
 SS0955
 SS0955.The dynamic height is computed by dividing the NAVD 88
 SS0955.geopotential number by the normal gravity value computed on the
 SS0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0955.degrees latitude (g = 980.6199 gals.).
 SS0955
 SS0955.The modeled gravity was interpolated from observed gravity values.
 SS0955
 SS0955;                    North         East    Units  Estimated Accuracy
 SS0955;SPC MT       -   362,620.      444,950.      MT  (+/- 180 meters Scaled)
 SS0955
 SS0955                          SUPERSEDED SURVEY CONTROL
 SS0955
 SS0955  NGVD 29 (??/??/92) 1148.722  (m)         3768.77   (f) ADJ UNCH    2 0
 SS0955
 SS0955.Superseded values are not recommended for survey control.
 SS0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0955.See file dsdata.txt to determine how the superseded data were derived.
 SS0955
 SS0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT578603(NAD 83)
 SS0955_MARKER: DB = BENCH MARK DISK
 SS0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0955_STAMPING: C 242 1961
 SS0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0955+STABILITY: SURFACE MOTION
 SS0955
 SS0955  HISTORY     - Date     Condition        Report By
 SS0955  HISTORY     - 1961     MONUMENTED       CGS
 SS0955
 SS0955                          STATION DESCRIPTION
 SS0955
 SS0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0955'10.3 MI SE FROM SUN RIVER.
 SS0955'2.75 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0955'AT SUN RIVER, THENCE 7.55 MILES EAST ALONG A GRAVEL ROAD, AT A FENCE
 SS0955'CORNER, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42 FEET
 SS0955'EAST-NORTHEAST OF THE FENCE CORNER, 3 FEET EAST-NORTHEAST OF THE NORTH
 SS0955'END OF A GATE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 SS0955'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SS0955'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0799 ***********************************************************************
 SS0799  DESIGNATION -  C 243
 SS0799  PID         -  SS0799
 SS0799  STATE/COUNTY-  MT/CASCADE
 SS0799  USGS QUAD   -  EDEN (1965)
 SS0799
 SS0799                         *CURRENT SURVEY CONTROL
 SS0799  ___________________________________________________________________
 SS0799* NAD 83(1986)-  47 16 10.     (N)    111 16 40.     (W)     SCALED    
 SS0799* NAVD 88     -      1186.138  (meters)    3891.52   (feet)  ADJUSTED  
 SS0799  ___________________________________________________________________
 SS0799  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 SS0799  DYNAMIC HT  -        1185.972 (meters)    3890.98  (feet)  COMP
 SS0799  MODELED GRAV-     980,432.7   (mgal)                       NAVD 88
 SS0799
 SS0799  VERT ORDER  -  SECOND    CLASS 0
 SS0799
 SS0799.The horizontal coordinates were scaled from a topographic map and have
 SS0799.an estimated accuracy of +/- 6 seconds.
 SS0799
 SS0799.The orthometric height was determined by differential leveling
 SS0799.and adjusted by the National Geodetic Survey in June 1991..
 SS0799
 SS0799.The geoid height was determined by GEOID03.
 SS0799
 SS0799.The dynamic height is computed by dividing the NAVD 88
 SS0799.geopotential number by the normal gravity value computed on the
 SS0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0799.degrees latitude (g = 980.6199 gals.).
 SS0799
 SS0799.The modeled gravity was interpolated from observed gravity values.
 SS0799
 SS0799;                    North         East    Units  Estimated Accuracy
 SS0799;SPC MT       -   337,040.      465,560.      MT  (+/- 180 meters Scaled)
 SS0799
 SS0799                          SUPERSEDED SURVEY CONTROL
 SS0799
 SS0799  NGVD 29 (??/??/92) 1185.164  (m)         3888.33   (f) ADJ UNCH    2 0
 SS0799
 SS0799.Superseded values are not recommended for survey control.
 SS0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0799.See file dsdata.txt to determine how the superseded data were derived.
 SS0799
 SS0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT789351(NAD 83)
 SS0799_MARKER: DB = BENCH MARK DISK
 SS0799_SETTING: 66 = SET IN ROCK OUTCROP
 SS0799_SP_SET: OUTCROP
 SS0799_STAMPING: C 243 1961
 SS0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0799+STABILITY: POSITION/ELEVATION WELL
 SS0799
 SS0799  HISTORY     - Date     Condition        Report By
 SS0799  HISTORY     - 1961     MONUMENTED       CGS
 SS0799
 SS0799                          STATION DESCRIPTION
 SS0799
 SS0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0799'0.25 MI W FROM EDEN.
 SS0799'0.25 MILES WEST ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT EDEN,
 SS0799'ON THE OUTSIDE OF A CURVE, IN THE TOP OF A MASSIVE OUTCROP, 158 FEET
 SS0799'WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 125 FEET WEST-NORTHWEST
 SS0799'OF A FENCE, 10 FEET ABOVE THE GROUND, AND ABOUT 6 FEET HIGHER THAN THE
 SS0799'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0926 ***********************************************************************
 SS0926  DESIGNATION -  C 244
 SS0926  PID         -  SS0926
 SS0926  STATE/COUNTY-  MT/CASCADE
 SS0926  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0926
 SS0926                         *CURRENT SURVEY CONTROL
 SS0926  ___________________________________________________________________
 SS0926* NAD 83(1986)-  47 08 53.     (N)    111 35 11.     (W)     SCALED    
 SS0926* NAVD 88     -      1236.001  (meters)    4055.11   (feet)  ADJUSTED  
 SS0926  ___________________________________________________________________
 SS0926  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SS0926  DYNAMIC HT  -        1235.822 (meters)    4054.53  (feet)  COMP
 SS0926  MODELED GRAV-     980,425.2   (mgal)                       NAVD 88
 SS0926
 SS0926  VERT ORDER  -  SECOND    CLASS 0
 SS0926
 SS0926.The horizontal coordinates were scaled from a topographic map and have
 SS0926.an estimated accuracy of +/- 6 seconds.
 SS0926
 SS0926.The orthometric height was determined by differential leveling
 SS0926.and adjusted by the National Geodetic Survey in June 1991..
 SS0926
 SS0926.The geoid height was determined by GEOID03.
 SS0926
 SS0926.The dynamic height is computed by dividing the NAVD 88
 SS0926.geopotential number by the normal gravity value computed on the
 SS0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0926.degrees latitude (g = 980.6199 gals.).
 SS0926
 SS0926.The modeled gravity was interpolated from observed gravity values.
 SS0926
 SS0926;                    North         East    Units  Estimated Accuracy
 SS0926;SPC MT       -   324,130.      441,870.      MT  (+/- 180 meters Scaled)
 SS0926
 SS0926                          SUPERSEDED SURVEY CONTROL
 SS0926
 SS0926  NGVD 29 (??/??/92) 1235.034  (m)         4051.94   (f) ADJ UNCH    2 0
 SS0926
 SS0926.Superseded values are not recommended for survey control.
 SS0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0926.See file dsdata.txt to determine how the superseded data were derived.
 SS0926
 SS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT555217(NAD 83)
 SS0926_MARKER: DB = BENCH MARK DISK
 SS0926_SETTING: 66 = SET IN ROCK OUTCROP
 SS0926_SP_SET: OUTCROP
 SS0926_STAMPING: C 244 1961
 SS0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0926+STABILITY: POSITION/ELEVATION WELL
 SS0926
 SS0926  HISTORY     - Date     Condition        Report By
 SS0926  HISTORY     - 1961     MONUMENTED       CGS
 SS0926
 SS0926                          STATION DESCRIPTION
 SS0926
 SS0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0926'13.45 MI SE FROM CASCADE.
 SS0926'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0926'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0926'ROAD, THENCE 7.15 MILES SOUTH ALONG A COUNTY ROAD, 80 FEET SOUTHEAST
 SS0926'OF THE SOUTHEAST CORNER OF A SMALL WOODEN BRIDGE, 70 FEET EAST OF THE
 SS0926'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE WEST FACE OF A LARGE
 SS0926'OUTCROP, 47 FEET EAST OF A FENCE, 3.0 FEET ABOVE THE GROUND, AND ABOUT
 SS0926'4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0630 ***********************************************************************
 SS0630  DESIGNATION -  C 245
 SS0630  PID         -  SS0630
 SS0630  STATE/COUNTY-  MT/CHOUTEAU
 SS0630  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS0630
 SS0630                         *CURRENT SURVEY CONTROL
 SS0630  ___________________________________________________________________
 SS0630* NAD 83(1986)-  47 47 07.     (N)    111 11 54.     (W)     SCALED    
 SS0630* NAVD 88     -      1036.692  (meters)    3401.21   (feet)  ADJUSTED  
 SS0630  ___________________________________________________________________
 SS0630  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 SS0630  DYNAMIC HT  -        1036.672 (meters)    3401.15  (feet)  COMP
 SS0630  MODELED GRAV-     980,557.0   (mgal)                       NAVD 88
 SS0630
 SS0630  VERT ORDER  -  SECOND    CLASS 0
 SS0630
 SS0630.The horizontal coordinates were scaled from a topographic map and have
 SS0630.an estimated accuracy of +/- 6 seconds.
 SS0630
 SS0630.The orthometric height was determined by differential leveling
 SS0630.and adjusted by the National Geodetic Survey in June 1991..
 SS0630
 SS0630.The geoid height was determined by GEOID03.
 SS0630
 SS0630.The dynamic height is computed by dividing the NAVD 88
 SS0630.geopotential number by the normal gravity value computed on the
 SS0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0630.degrees latitude (g = 980.6199 gals.).
 SS0630
 SS0630.The modeled gravity was interpolated from observed gravity values.
 SS0630
 SS0630;                    North         East    Units  Estimated Accuracy
 SS0630;SPC MT       -   394,210.      472,810.      MT  (+/- 180 meters Scaled)
 SS0630
 SS0630                          SUPERSEDED SURVEY CONTROL
 SS0630
 SS0630  NGVD 29 (??/??/92) 1035.795  (m)         3398.27   (f) ADJ UNCH    2 0
 SS0630
 SS0630.Superseded values are not recommended for survey control.
 SS0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0630.See file dsdata.txt to determine how the superseded data were derived.
 SS0630
 SS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT851924(NAD 83)
 SS0630_MARKER: DB = BENCH MARK DISK
 SS0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0630_STAMPING: C 245 1961
 SS0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0630+STABILITY: SURFACE MOTION
 SS0630
 SS0630  HISTORY     - Date     Condition        Report By
 SS0630  HISTORY     - 1961     MONUMENTED       CGS
 SS0630
 SS0630                          STATION DESCRIPTION
 SS0630
 SS0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0630'11.7 MI W FROM CARTER.
 SS0630'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0630'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, 76 FEET NORTHWEST
 SS0630'OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH COUNTY ROAD, 69
 SS0630'FEET NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET WEST OF THE CENTER
 SS0630'LINE OF THE ROAD NORTH, 15 FEET NORTH OF A POWER LINE POLE, 2.0 FEET
 SS0630'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SS0630'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1148 ***********************************************************************
 SS1148  DESIGNATION -  C 246
 SS1148  PID         -  SS1148
 SS1148  STATE/COUNTY-  MT/TETON
 SS1148  USGS QUAD   -  DUTTON SE (1987)
 SS1148
 SS1148                         *CURRENT SURVEY CONTROL
 SS1148  ___________________________________________________________________
 SS1148* NAD 83(1986)-  47 50 35.     (N)    111 33 32.     (W)     SCALED    
 SS1148* NAVD 88     -      1108.274  (meters)    3636.06   (feet)  ADJUSTED  
 SS1148  ___________________________________________________________________
 SS1148  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS1148  DYNAMIC HT  -        1108.237 (meters)    3635.94  (feet)  COMP
 SS1148  MODELED GRAV-     980,540.0   (mgal)                       NAVD 88
 SS1148
 SS1148  VERT ORDER  -  SECOND    CLASS 0
 SS1148
 SS1148.The horizontal coordinates were scaled from a topographic map and have
 SS1148.an estimated accuracy of +/- 6 seconds.
 SS1148
 SS1148.The orthometric height was determined by differential leveling
 SS1148.and adjusted by the National Geodetic Survey in June 1991..
 SS1148
 SS1148.The geoid height was determined by GEOID03.
 SS1148
 SS1148.The dynamic height is computed by dividing the NAVD 88
 SS1148.geopotential number by the normal gravity value computed on the
 SS1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1148.degrees latitude (g = 980.6199 gals.).
 SS1148
 SS1148.The modeled gravity was interpolated from observed gravity values.
 SS1148
 SS1148;                    North         East    Units  Estimated Accuracy
 SS1148;SPC MT       -   401,280.      445,980.      MT  (+/- 180 meters Scaled)
 SS1148
 SS1148                          SUPERSEDED SURVEY CONTROL
 SS1148
 SS1148  NGVD 29 (??/??/92) 1107.351  (m)         3633.03   (f) ADJ UNCH    2 0
 SS1148
 SS1148.Superseded values are not recommended for survey control.
 SS1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1148.See file dsdata.txt to determine how the superseded data were derived.
 SS1148
 SS1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT581990(NAD 83)
 SS1148_MARKER: DB = BENCH MARK DISK
 SS1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1148_STAMPING: C 246 1961
 SS1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1148+STABILITY: SURFACE MOTION
 SS1148
 SS1148  HISTORY     - Date     Condition        Report By
 SS1148  HISTORY     - 1961     MONUMENTED       CGS
 SS1148  HISTORY     - 1972     GOOD             NGS
 SS1148
 SS1148                          STATION DESCRIPTION
 SS1148
 SS1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS1148'7.75 MI E FROM DUTTON.
 SS1148'THE MARK IS 6.65 MILES EAST ALONG STATE HIGHWAY 221 (DIAMOND VALLEY
 SS1148'ROAD) FROM THE INTERSECTION OF S.H. 221 AND U.S. HIGHWAY 91, (I-15),
 SS1148'WHICH IS AT THE SOUTHEAST CORNER OF DUTTON, 1.05 MILES WEST OF BENCH
 SS1148'MARK D 246 RESET, 52 FEET NORTH OF THE CENTER OF S.H. 221, 33 FEET
 SS1148'WEST OF THE CENTER OF A FIELD APPROACH, 3 FEET EAST OF A TELEPHONE
 SS1148'POLE AND 2. 1/2 FEET WEST OF A METAL WITNESS POST, A STANDARD DISK SET
 SS1148'IN A ROUND CONCRETE POST WHICH PROJECTS 7 INCHES.  SEC 11, T 24N, R
 SS1148'1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0947 ***********************************************************************
 SS0947  DESIGNATION -  C 247
 SS0947  PID         -  SS0947
 SS0947  STATE/COUNTY-  MT/CASCADE
 SS0947  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0947
 SS0947                         *CURRENT SURVEY CONTROL
 SS0947  ___________________________________________________________________
 SS0947* NAD 83(1986)-  47 19 15.     (N)    111 51 28.     (W)     SCALED    
 SS0947* NAVD 88     -      1200.038  (meters)    3937.12   (feet)  ADJUSTED  
 SS0947  ___________________________________________________________________
 SS0947  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 SS0947  DYNAMIC HT  -        1199.897 (meters)    3936.66  (feet)  COMP
 SS0947  MODELED GRAV-     980,453.6   (mgal)                       NAVD 88
 SS0947
 SS0947  VERT ORDER  -  SECOND    CLASS 0
 SS0947
 SS0947.The horizontal coordinates were scaled from a topographic map and have
 SS0947.an estimated accuracy of +/- 6 seconds.
 SS0947
 SS0947.The orthometric height was determined by differential leveling
 SS0947.and adjusted by the National Geodetic Survey in June 1991..
 SS0947
 SS0947.The geoid height was determined by GEOID03.
 SS0947
 SS0947.The dynamic height is computed by dividing the NAVD 88
 SS0947.geopotential number by the normal gravity value computed on the
 SS0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0947.degrees latitude (g = 980.6199 gals.).
 SS0947
 SS0947.The modeled gravity was interpolated from observed gravity values.
 SS0947
 SS0947;                    North         East    Units  Estimated Accuracy
 SS0947;SPC MT       -   343,910.      421,890.      MT  (+/- 180 meters Scaled)
 SS0947
 SS0947                          SUPERSEDED SURVEY CONTROL
 SS0947
 SS0947  NGVD 29 (??/??/92) 1199.080  (m)         3933.98   (f) ADJ UNCH    2 0
 SS0947
 SS0947.Superseded values are not recommended for survey control.
 SS0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0947.See file dsdata.txt to determine how the superseded data were derived.
 SS0947
 SS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT351411(NAD 83)
 SS0947_MARKER: DB = BENCH MARK DISK
 SS0947_SETTING: 80 = SET IN A BOULDER
 SS0947_SP_SET: BOULDER
 SS0947_STAMPING: C 247 1961
 SS0947_MARK LOGO: CGS   
 SS0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0947+STABILITY: SURFACE MOTION
 SS0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS0947+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1996
 SS0947
 SS0947  HISTORY     - Date     Condition        Report By
 SS0947  HISTORY     - 1961     MONUMENTED       CGS
 SS0947  HISTORY     - 19960705 GOOD             NGS
 SS0947
 SS0947                          STATION DESCRIPTION
 SS0947
 SS0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0947'11.05 MI NW FROM CASCADE.
 SS0947'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0947'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0947'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 3.55 MILES SOUTHWEST ALONG
 SS0947'A COUNTY ROAD, 108 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN
 SS0947'THE TOP OF A 2 1/2 BY 3 1/2 FOOT BOULDER WHICH PROJECTS 2 FEET ABOVE
 SS0947'THE GROUND, 80.4 FEET SOUTHWEST OF TELEPHONE POLE 2485, 71.6 FEET
 SS0947'SOUTH OF A FENCE, 4.7 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL
 SS0947'WITH THE ROAD.
 SS0947
 SS0947                          STATION RECOVERY (1996)
 SS0947
 SS0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 SS0947'6.6 MI (10.6 KM) WEST ALONG MISSION ROAD FROM THE JUNCTION WITH
 SS0947'INTERSTATE HIGHWAY 15, EXIT 256 IN CASCADE, TO A FORK AT THE JUNCTION
 SS0947'WITH THE SIMMS-CASCADE ROAD, KEEP LEFT ON THE MISSION ROAD FOR 3.55 MI
 SS0947'(5.71 KM) TO THE MARK ON THE LEFT, 108.5 FT (33.1 M) SOUTH OF THE
 SS0947'CENTER OF THE ROAD, IN THE TOP OF A 2.5 BY 3.5 FOOT (1.1 M) BOULDER
 SS0947'WHICH PROJECTS 2 FEET (0.6 M) ABOVE THE GROUND, 71.6 FT (21.8 M) SOUTH
 SS0947'OF A FENCE, 4.7 FT (1.4 M) SOUTH OF A WITNESS POST AND ABOUT LEVEL
 SS0947'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0299 ***********************************************************************
 ST0299  DESIGNATION -  C 248
 ST0299  PID         -  ST0299
 ST0299  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0299  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0299
 ST0299                         *CURRENT SURVEY CONTROL
 ST0299  ___________________________________________________________________
 ST0299* NAD 83(1986)-  47 28 50.     (N)    112 08 49.     (W)     SCALED    
 ST0299* NAVD 88     -      1215.075  (meters)    3986.46   (feet)  ADJUSTED  
 ST0299  ___________________________________________________________________
 ST0299  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 ST0299  DYNAMIC HT  -        1214.939 (meters)    3986.01  (feet)  COMP
 ST0299  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 ST0299
 ST0299  VERT ORDER  -  SECOND    CLASS 0
 ST0299
 ST0299.The horizontal coordinates were scaled from a topographic map and have
 ST0299.an estimated accuracy of +/- 6 seconds.
 ST0299
 ST0299.The orthometric height was determined by differential leveling
 ST0299.and adjusted by the National Geodetic Survey in June 1991..
 ST0299
 ST0299.The geoid height was determined by GEOID03.
 ST0299
 ST0299.The dynamic height is computed by dividing the NAVD 88
 ST0299.geopotential number by the normal gravity value computed on the
 ST0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0299.degrees latitude (g = 980.6199 gals.).
 ST0299
 ST0299.The modeled gravity was interpolated from observed gravity values.
 ST0299
 ST0299;                    North         East    Units  Estimated Accuracy
 ST0299;SPC MT       -   362,340.      400,650.      MT  (+/- 180 meters Scaled)
 ST0299
 ST0299                          SUPERSEDED SURVEY CONTROL
 ST0299
 ST0299  NGVD 29 (??/??/92) 1214.100  (m)         3983.26   (f) ADJ UNCH    2 0
 ST0299
 ST0299.Superseded values are not recommended for survey control.
 ST0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0299.See file dsdata.txt to determine how the superseded data were derived.
 ST0299
 ST0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT135592(NAD 83)
 ST0299_MARKER: DB = BENCH MARK DISK
 ST0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0299_STAMPING: C 248 1961
 ST0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0299+STABILITY: SURFACE MOTION
 ST0299
 ST0299  HISTORY     - Date     Condition        Report By
 ST0299  HISTORY     - 1961     MONUMENTED       CGS
 ST0299
 ST0299                          STATION DESCRIPTION
 ST0299
 ST0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0299'11.9 MI W FROM SIMMS.
 ST0299'10.5 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0299'HIGHWAY 20 AT SIMMS, THENCE 1.4 MILES SOUTH ALONG A COUNTY ROAD, 0.05
 ST0299'MILE EAST OF A RIGHT ANGLE TURN IN A FENCE LINE, 22 1/2 FEET SOUTH OF
 ST0299'THE CENTER LINE OF THE ROAD, 2.4 FEET NORTH OF A FENCE, 1.9 FEET EAST
 ST0299'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0299'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1178 ***********************************************************************
 SS1178  DESIGNATION -  C 249
 SS1178  PID         -  SS1178
 SS1178  STATE/COUNTY-  MT/CASCADE
 SS1178  USGS QUAD   -  VAUGHN (1994)
 SS1178
 SS1178                         *CURRENT SURVEY CONTROL
 SS1178  ___________________________________________________________________
 SS1178* NAD 83(1986)-  47 36 46.     (N)    111 32 35.     (W)     SCALED    
 SS1178* NAVD 88     -      1112.483  (meters)    3649.87   (feet)  ADJUSTED  
 SS1178  ___________________________________________________________________
 SS1178  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SS1178  DYNAMIC HT  -        1112.425 (meters)    3649.68  (feet)  COMP
 SS1178  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 SS1178
 SS1178  VERT ORDER  -  SECOND    CLASS 0
 SS1178
 SS1178.The horizontal coordinates were scaled from a topographic map and have
 SS1178.an estimated accuracy of +/- 6 seconds.
 SS1178
 SS1178.The orthometric height was determined by differential leveling
 SS1178.and adjusted by the National Geodetic Survey in June 1991..
 SS1178
 SS1178.The geoid height was determined by GEOID03.
 SS1178
 SS1178.The dynamic height is computed by dividing the NAVD 88
 SS1178.geopotential number by the normal gravity value computed on the
 SS1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1178.degrees latitude (g = 980.6199 gals.).
 SS1178
 SS1178.The modeled gravity was interpolated from observed gravity values.
 SS1178
 SS1178;                    North         East    Units  Estimated Accuracy
 SS1178;SPC MT       -   375,670.      446,500.      MT  (+/- 180 meters Scaled)
 SS1178
 SS1178                          SUPERSEDED SURVEY CONTROL
 SS1178
 SS1178  NGVD 29 (??/??/92) 1111.574  (m)         3646.89   (f) ADJ UNCH    2 0
 SS1178
 SS1178.Superseded values are not recommended for survey control.
 SS1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1178.See file dsdata.txt to determine how the superseded data were derived.
 SS1178
 SS1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT591734(NAD 83)
 SS1178_MARKER: DB = BENCH MARK DISK
 SS1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1178_STAMPING: C 249 1961
 SS1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1178+STABILITY: SURFACE MOTION
 SS1178
 SS1178  HISTORY     - Date     Condition        Report By
 SS1178  HISTORY     - 1961     MONUMENTED       CGS
 SS1178
 SS1178                          STATION DESCRIPTION
 SS1178
 SS1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1178'2.3 MI S FROM NEUMAN SCHOOL.
 SS1178'2.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, 4.05 MILES
 SS1178'NORTH OF VAUGHN, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 SS1178'SOUTH OF THE CENTER LINE OF A GATE IN FENCE LINE, 3 1/2 FEET EAST OF A
 SS1178'FENCE, 4 1/2 FEET SOUTHEAST OF A BRACE POST, 2.0 FEET NORTH OF A
 SS1178'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS1178'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0003 ***********************************************************************
 TL0003  DESIGNATION -  C 25
 TL0003  PID         -  TL0003
 TL0003  STATE/COUNTY-  MT/HILL
 TL0003  USGS QUAD   -  SAGE LAKE (1969)
 TL0003
 TL0003                         *CURRENT SURVEY CONTROL
 TL0003  ___________________________________________________________________
 TL0003* NAD 83(1986)-  48 34 40.     (N)    110 08 51.     (W)     SCALED    
 TL0003* NAVD 88     -       883.429  (meters)    2898.38   (feet)  POSTED    
 TL0003  ___________________________________________________________________
 TL0003  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TL0003  DYNAMIC HT  -         883.510 (meters)    2898.65  (feet)  COMP
 TL0003  MODELED GRAV-     980,674.9   (mgal)                       NAVD 88
 TL0003
 TL0003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0003
 TL0003.The horizontal coordinates were scaled from a topographic map and have
 TL0003.an estimated accuracy of +/- 6 seconds.
 TL0003
 TL0003.The orthometric height was determined by differential leveling
 TL0003.and adjusted by the National Geodetic Survey in 1992..
 TL0003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0003.rate of 0.0 thru 1.0 mm/km.
 TL0003
 TL0003.The geoid height was determined by GEOID03.
 TL0003
 TL0003.The dynamic height is computed by dividing the NAVD 88
 TL0003.geopotential number by the normal gravity value computed on the
 TL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0003.degrees latitude (g = 980.6199 gals.).
 TL0003
 TL0003.The modeled gravity was interpolated from observed gravity values.
 TL0003
 TL0003;                    North         East    Units  Estimated Accuracy
 TL0003;SPC MT       -   481,120.      552,230.      MT  (+/- 180 meters Scaled)
 TL0003
 TL0003                          SUPERSEDED SURVEY CONTROL
 TL0003
 TL0003  NGVD 29 (??/??/92)  882.586  (m)         2895.62   (f) ADJ UNCH    1 2
 TL0003
 TL0003.Superseded values are not recommended for survey control.
 TL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0003.See file dsdata.txt to determine how the superseded data were derived.
 TL0003
 TL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU628808(NAD 83)
 TL0003_MARKER: DB = BENCH MARK DISK
 TL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0003_STAMPING: 2895.618
 TL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0003+STABILITY: SURFACE MOTION
 TL0003
 TL0003  HISTORY     - Date     Condition        Report By
 TL0003  HISTORY     - UNK      MONUMENTED       CGS
 TL0003  HISTORY     - 1934     GOOD             NGS
 TL0003  HISTORY     - 1969     MARK NOT FOUND   USGS
 TL0003  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0003
 TL0003                          STATION DESCRIPTION
 TL0003
 TL0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0003'2.9 MI W FROM KREMLIN.
 TL0003'2.9 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM KREMLIN, HILL
 TL0003'COUNTY, NEAR MILEPOST 983, AND 60 FEET NORTH OF THE TRACK.  A STANDARD
 TL0003'DISK, STAMPED 2895.618 AND SET IN THE TOP OF A CONCRETE POST.
 TL0003
 TL0003                          STATION RECOVERY (1969)
 TL0003
 TL0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TL0003'MARK NOT FOUND.
 TL0003
 TL0003                          STATION RECOVERY (1979)
 TL0003
 TL0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0003'NOTE=THERE IS NOW A BLADED ROAD AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0061 ***********************************************************************
 TH0061  DESIGNATION -  C 250
 TH0061  PID         -  TH0061
 TH0061  STATE/COUNTY-  MT/ROOSEVELT
 TH0061  USGS QUAD   -  RED BANK CREEK (1989)
 TH0061
 TH0061                         *CURRENT SURVEY CONTROL
 TH0061  ___________________________________________________________________
 TH0061* NAD 83(1986)-  48 08 34.     (N)    104 06 00.     (W)     SCALED    
 TH0061* NAVD 88     -       605.027  (meters)    1984.99   (feet)  ADJUSTED  
 TH0061  ___________________________________________________________________
 TH0061  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TH0061  DYNAMIC HT  -         605.096 (meters)    1985.22  (feet)  COMP
 TH0061  MODELED GRAV-     980,706.3   (mgal)                       NAVD 88
 TH0061
 TH0061  VERT ORDER  -  SECOND    CLASS 0
 TH0061
 TH0061.The horizontal coordinates were scaled from a topographic map and have
 TH0061.an estimated accuracy of +/- 6 seconds.
 TH0061
 TH0061.The orthometric height was determined by differential leveling
 TH0061.and adjusted by the National Geodetic Survey in June 1991..
 TH0061
 TH0061.The geoid height was determined by GEOID03.
 TH0061
 TH0061.The dynamic height is computed by dividing the NAVD 88
 TH0061.geopotential number by the normal gravity value computed on the
 TH0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0061.degrees latitude (g = 980.6199 gals.).
 TH0061
 TH0061.The modeled gravity was interpolated from observed gravity values.
 TH0061
 TH0061;                    North         East    Units  Estimated Accuracy
 TH0061;SPC MT       -   446,410.    1,001,380.      MT  (+/- 180 meters Scaled)
 TH0061
 TH0061                          SUPERSEDED SURVEY CONTROL
 TH0061
 TH0061  NGVD 29 (??/??/92)  604.497  (m)         1983.25   (f) ADJ UNCH    2 0
 TH0061
 TH0061.Superseded values are not recommended for survey control.
 TH0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0061.See file dsdata.txt to determine how the superseded data were derived.
 TH0061
 TH0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP669325(NAD 83)
 TH0061_MARKER: DB = BENCH MARK DISK
 TH0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0061_STAMPING: C-250 1935
 TH0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0061+STABILITY: SURFACE MOTION
 TH0061
 TH0061  HISTORY     - Date     Condition        Report By
 TH0061  HISTORY     - 1935     MONUMENTED       CGS
 TH0061  HISTORY     - 1981     MARK NOT FOUND   NGS
 TH0061
 TH0061                          STATION DESCRIPTION
 TH0061
 TH0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0061'5.7 MI E FROM BAINVILLE.
 TH0061'5.7 MILES EAST OF THE DEPOT.  ALONG U.S. HIGHWAY NO. 2. 2.65 MILES
 TH0061'WEST OF THE MONTANA-NORTH DAKOTA LINE.  AT THE NORTH EAST CORNER OF
 TH0061'SCHOOL GROUNDS.  SET 78 FEET NORTH, THENCE 39 FEET EAST OF FRONT
 TH0061'(NORTH) DOOR OF BUILDING.  44 FEET SOUTH OF CENTERLINE OF THE HIGHWAY.
 TH0061'1 1/2 FEET ABOVE ROAD LEVEL.  2 1/2 FEET SOUTH OF THE RIGHT-OF-WAY
 TH0061'FENCE.
 TH0061
 TH0061                          STATION RECOVERY (1981)
 TH0061
 TH0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0061'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0032 ***********************************************************************
 TH0032  DESIGNATION -  C 251
 TH0032  PID         -  TH0032
 TH0032  STATE/COUNTY-  MT/SHERIDAN
 TH0032  USGS QUAD   -  BRUSH LAKE (1988)
 TH0032
 TH0032                         *CURRENT SURVEY CONTROL
 TH0032  ___________________________________________________________________
 TH0032* NAD 83(1986)-  48 35 32.     (N)    104 02 56.     (W)     SCALED    
 TH0032* NAVD 88     -       605.736  (meters)    1987.32   (feet)  ADJUSTED  
 TH0032  ___________________________________________________________________
 TH0032  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 TH0032  DYNAMIC HT  -         605.832 (meters)    1987.63  (feet)  COMP
 TH0032  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 TH0032
 TH0032  VERT ORDER  -  SECOND    CLASS 0
 TH0032
 TH0032.The horizontal coordinates were scaled from a topographic map and have
 TH0032.an estimated accuracy of +/- 6 seconds.
 TH0032
 TH0032.The orthometric height was determined by differential leveling
 TH0032.and adjusted by the National Geodetic Survey in June 1991..
 TH0032
 TH0032.The geoid height was determined by GEOID03.
 TH0032
 TH0032.The dynamic height is computed by dividing the NAVD 88
 TH0032.geopotential number by the normal gravity value computed on the
 TH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0032.degrees latitude (g = 980.6199 gals.).
 TH0032
 TH0032.The modeled gravity was interpolated from observed gravity values.
 TH0032
 TH0032;                    North         East    Units  Estimated Accuracy
 TH0032;SPC MT       -   496,510.    1,001,700.      MT  (+/- 180 meters Scaled)
 TH0032
 TH0032                          SUPERSEDED SURVEY CONTROL
 TH0032
 TH0032  NGVD 29 (??/??/92)  605.234  (m)         1985.67   (f) ADJ UNCH    2 0
 TH0032
 TH0032.Superseded values are not recommended for survey control.
 TH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0032.See file dsdata.txt to determine how the superseded data were derived.
 TH0032
 TH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP701825(NAD 83)
 TH0032_MARKER: DB = BENCH MARK DISK
 TH0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0032_STAMPING: C-251 1935
 TH0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0032+STABILITY: SURFACE MOTION
 TH0032
 TH0032  HISTORY     - Date     Condition        Report By
 TH0032  HISTORY     - 1935     MONUMENTED       CGS
 TH0032
 TH0032                          STATION DESCRIPTION
 TH0032
 TH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0032'7.3 MI SW FROM GRENORA, ND.
 TH0032'7.3 MI SW OF THE DEPOT.  ALONG THE MONTANA-NORTH DAKOTA LINE.  AT
 TH0032'POINT WHERE ROAD JOGS AROUND WEST END OF LAKE.  SET AT THE SOUTH EAST
 TH0032'CORNER OF SEC 24, T-33, R-59.  AT FENCE CORNER FORMED BY FENCE TO WEST
 TH0032'AND FENCE TO NORTH.  180 FEET WEST OF CENTERLINE OF BOUNDARY LINE
 TH0032'ROAD.  2 FEET EAST OF FENCE CORNER.  6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0226 ***********************************************************************
 SP0226  DESIGNATION -  C 252
 SP0226  PID         -  SP0226
 SP0226  STATE/COUNTY-  MT/MCCONE
 SP0226  USGS QUAD   -  NORTH FORK HORSE CREEK (1983)
 SP0226
 SP0226                         *CURRENT SURVEY CONTROL
 SP0226  ___________________________________________________________________
 SP0226* NAD 83(1986)-  47 33 25.     (N)    105 49 06.     (W)     SCALED    
 SP0226* NAVD 88     -       805.821  (meters)    2643.76   (feet)  ADJUSTED  
 SP0226  ___________________________________________________________________
 SP0226  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SP0226  DYNAMIC HT  -         805.843 (meters)    2643.84  (feet)  COMP
 SP0226  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 SP0226
 SP0226  VERT ORDER  -  SECOND    CLASS 0
 SP0226
 SP0226.The horizontal coordinates were scaled from a topographic map and have
 SP0226.an estimated accuracy of +/- 6 seconds.
 SP0226
 SP0226.The orthometric height was determined by differential leveling
 SP0226.and adjusted by the National Geodetic Survey in June 1991..
 SP0226
 SP0226.The geoid height was determined by GEOID03.
 SP0226
 SP0226.The dynamic height is computed by dividing the NAVD 88
 SP0226.geopotential number by the normal gravity value computed on the
 SP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0226.degrees latitude (g = 980.6199 gals.).
 SP0226
 SP0226.The modeled gravity was interpolated from observed gravity values.
 SP0226
 SP0226;                    North         East    Units  Estimated Accuracy
 SP0226;SPC MT       -   373,970.      876,830.      MT  (+/- 180 meters Scaled)
 SP0226
 SP0226                          SUPERSEDED SURVEY CONTROL
 SP0226
 SP0226  NGVD 29 (??/??/92)  805.194  (m)         2641.71   (f) ADJ UNCH    2 0
 SP0226
 SP0226.Superseded values are not recommended for survey control.
 SP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0226.See file dsdata.txt to determine how the superseded data were derived.
 SP0226
 SP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN384673(NAD 83)
 SP0226_MARKER: DB = BENCH MARK DISK
 SP0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0226_STAMPING: C 252 1935
 SP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0226+STABILITY: SURFACE MOTION
 SP0226
 SP0226  HISTORY     - Date     Condition        Report By
 SP0226  HISTORY     - 1935     MONUMENTED       CGS
 SP0226  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0226
 SP0226                          STATION DESCRIPTION
 SP0226
 SP0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0226'8.0 MI SE FROM WELDON.
 SP0226'8.0 MILES SOUTHEAST ALONG THE CIRCLE ROAD FROM THE POST OFFICE AT
 SP0226'WELDON, MCCONE COUNTY, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 SP0226'SOUTH, 65 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER, 33 FEET
 SP0226'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 35 FEET SOUTHEAST OF THE
 SP0226'CENTER OF A GATE, 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 SP0226'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 252 1935 AND SET IN
 SP0226'THE TOP OF A CONCRETE POST.
 SP0226
 SP0226                          STATION RECOVERY (1977)
 SP0226
 SP0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0058 ***********************************************************************
 SQ0058  DESIGNATION -  C 253
 SQ0058  PID         -  SQ0058
 SQ0058  STATE/COUNTY-  MT/MCCONE
 SQ0058  USGS QUAD   -  CROW SPRINGS (1973)
 SQ0058
 SQ0058                         *CURRENT SURVEY CONTROL
 SQ0058  ___________________________________________________________________
 SQ0058* NAD 83(1986)-  47 44 20.     (N)    106 05 58.     (W)     SCALED    
 SQ0058* NAVD 88     -       743.680  (meters)    2439.89   (feet)  ADJUSTED  
 SQ0058  ___________________________________________________________________
 SQ0058  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SQ0058  DYNAMIC HT  -         743.724 (meters)    2440.03  (feet)  COMP
 SQ0058  MODELED GRAV-     980,645.7   (mgal)                       NAVD 88
 SQ0058
 SQ0058  VERT ORDER  -  SECOND    CLASS 0
 SQ0058
 SQ0058.The horizontal coordinates were scaled from a topographic map and have
 SQ0058.an estimated accuracy of +/- 6 seconds.
 SQ0058
 SQ0058.The orthometric height was determined by differential leveling
 SQ0058.and adjusted by the National Geodetic Survey in June 1991..
 SQ0058
 SQ0058.The geoid height was determined by GEOID03.
 SQ0058
 SQ0058.The dynamic height is computed by dividing the NAVD 88
 SQ0058.geopotential number by the normal gravity value computed on the
 SQ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0058.degrees latitude (g = 980.6199 gals.).
 SQ0058
 SQ0058.The modeled gravity was interpolated from observed gravity values.
 SQ0058
 SQ0058;                    North         East    Units  Estimated Accuracy
 SQ0058;SPC MT       -   393,210.      854,830.      MT  (+/- 180 meters Scaled)
 SQ0058
 SQ0058                          SUPERSEDED SURVEY CONTROL
 SQ0058
 SQ0058  NGVD 29 (??/??/92)  743.058  (m)         2437.85   (f) ADJ UNCH    2 0
 SQ0058
 SQ0058.Superseded values are not recommended for survey control.
 SQ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0058.See file dsdata.txt to determine how the superseded data were derived.
 SQ0058
 SQ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN175878(NAD 83)
 SQ0058_MARKER: DB = BENCH MARK DISK
 SQ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0058_STAMPING: C 253 1935
 SQ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0058+STABILITY: SURFACE MOTION
 SQ0058
 SQ0058  HISTORY     - Date     Condition        Report By
 SQ0058  HISTORY     - 1935     MONUMENTED       CGS
 SQ0058  HISTORY     - 1973     GOOD             USGS
 SQ0058
 SQ0058                          STATION DESCRIPTION
 SQ0058
 SQ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0058'16.3 MI NW FROM WELDON.
 SQ0058'16.3 MILES NORTHWEST ALONG THE HAXBY ROAD FROM THE POST OFFICE AT
 SQ0058'WELDON, MCCONE COUNTY, 300 YARDS NORTHWEST OF A DEEP DRY WASH, 165
 SQ0058'FEET NORTHWEST OF THE JUNCTION OF A TRAIL LEADING NORTH, AT A ROAD
 SQ0058'JUNCTION, 28 FEET SOUTHWEST OF A POINT 90 FEET SOUTHEAST OF THE CENTER
 SQ0058'OF THE JUNCTION, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C
 SQ0058'253 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HAXBY, WELDON
 SQ0058'AND CONNECTING ROAD ABANDONED.  25.1 MI S ALONG ST HWY 24 FROM SE END
 SQ0058'OF FORT PECK RESERVOIR SPILLWAY, THENCE ALONG COUNTY ROAD 2.7 MI TO
 SQ0058'FORKS.  TAKE ROAD NW FOR 1.4 MILES TO MARK AS DESCRIBED.
 SQ0058
 SQ0058                          STATION RECOVERY (1973)
 SQ0058
 SQ0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0320 ***********************************************************************
 TJ0320  DESIGNATION -  C 254
 TJ0320  PID         -  TJ0320
 TJ0320  STATE/COUNTY-  MT/PHILLIPS
 TJ0320  USGS QUAD   -  SACO (1984)
 TJ0320
 TJ0320                         *CURRENT SURVEY CONTROL
 TJ0320  ___________________________________________________________________
 TJ0320* NAD 83(1986)-  48 24 27.     (N)    107 18 04.     (W)     SCALED    
 TJ0320* NAVD 88     -       666.770  (meters)    2187.56   (feet)  ADJUSTED  
 TJ0320  ___________________________________________________________________
 TJ0320  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TJ0320  DYNAMIC HT  -         666.869 (meters)    2187.89  (feet)  COMP
 TJ0320  MODELED GRAV-     980,737.3   (mgal)                       NAVD 88
 TJ0320
 TJ0320  VERT ORDER  -  SECOND    CLASS 0
 TJ0320
 TJ0320.The horizontal coordinates were scaled from a topographic map and have
 TJ0320.an estimated accuracy of +/- 6 seconds.
 TJ0320
 TJ0320.The orthometric height was determined by differential leveling
 TJ0320.and adjusted by the National Geodetic Survey in June 1991..
 TJ0320
 TJ0320.The geoid height was determined by GEOID03.
 TJ0320
 TJ0320.The dynamic height is computed by dividing the NAVD 88
 TJ0320.geopotential number by the normal gravity value computed on the
 TJ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0320.degrees latitude (g = 980.6199 gals.).
 TJ0320
 TJ0320.The modeled gravity was interpolated from observed gravity values.
 TJ0320
 TJ0320;                    North         East    Units  Estimated Accuracy
 TJ0320;SPC MT       -   464,270.      762,730.      MT  (+/- 180 meters Scaled)
 TJ0320
 TJ0320                          SUPERSEDED SURVEY CONTROL
 TJ0320
 TJ0320  NGVD 29 (??/??/92)  666.090  (m)         2185.33   (f) ADJ UNCH    2 0
 TJ0320
 TJ0320.Superseded values are not recommended for survey control.
 TJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0320.See file dsdata.txt to determine how the superseded data were derived.
 TJ0320
 TJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP297641(NAD 83)
 TJ0320_MARKER: DB = BENCH MARK DISK
 TJ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0320_STAMPING: C 254 1935
 TJ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0320+STABILITY: SURFACE MOTION
 TJ0320
 TJ0320  HISTORY     - Date     Condition        Report By
 TJ0320  HISTORY     - 1935     MONUMENTED       CGS
 TJ0320  HISTORY     - 1948     GOOD             NGS
 TJ0320  HISTORY     - 1978     MARK NOT FOUND   USGS
 TJ0320
 TJ0320                          STATION DESCRIPTION
 TJ0320
 TJ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0320'4.7 MI S FROM SACO.
 TJ0320'4.7 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0320'RAILWAY STATION AT SACO, AT THE SOUTH END OF A CURVE, 128.0 FEET
 TJ0320'NORTH OF THE NORTHWEST CORNER OF A 9-FOOT WOODEN CULVERT, 53.0 FEET
 TJ0320'WEST OF AND 3.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 14.0
 TJ0320'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 1.8
 TJ0320'FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, AND SET IN
 TJ0320'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 TJ0320'NOTE-- THE ORIGINAL POST WHICH WAS SET IN 1935 BUT NOT LEVELED OVER
 TJ0320'WAS DISLODGED DURING GRADING OF THE ROAD.  THE POST WAS MOVED ACROSS
 TJ0320'THE ROAD AND SET IN A NEW LOCATION.
 TJ0320
 TJ0320                          STATION RECOVERY (1978)
 TJ0320
 TJ0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TJ0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0344 ***********************************************************************
 TJ0344  DESIGNATION -  C 255
 TJ0344  PID         -  TJ0344
 TJ0344  STATE/COUNTY-  MT/VALLEY
 TJ0344  USGS QUAD   -  CRAIG RESERVOIR (1984)
 TJ0344
 TJ0344                         *CURRENT SURVEY CONTROL
 TJ0344  ___________________________________________________________________
 TJ0344* NAD 83(1986)-  48 06 01.     (N)    107 20 26.     (W)     SCALED    
 TJ0344* NAVD 88     -       728.859  (meters)    2391.26   (feet)  ADJUSTED  
 TJ0344  ___________________________________________________________________
 TJ0344  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 TJ0344  DYNAMIC HT  -         728.930 (meters)    2391.50  (feet)  COMP
 TJ0344  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 TJ0344
 TJ0344  VERT ORDER  -  SECOND    CLASS 0
 TJ0344
 TJ0344.The horizontal coordinates were scaled from a topographic map and have
 TJ0344.an estimated accuracy of +/- 6 seconds.
 TJ0344
 TJ0344.The orthometric height was determined by differential leveling
 TJ0344.and adjusted by the National Geodetic Survey in June 1991..
 TJ0344
 TJ0344.The geoid height was determined by GEOID03.
 TJ0344
 TJ0344.The dynamic height is computed by dividing the NAVD 88
 TJ0344.geopotential number by the normal gravity value computed on the
 TJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0344.degrees latitude (g = 980.6199 gals.).
 TJ0344
 TJ0344.The modeled gravity was interpolated from observed gravity values.
 TJ0344
 TJ0344;                    North         East    Units  Estimated Accuracy
 TJ0344;SPC MT       -   430,060.      760,750.      MT  (+/- 180 meters Scaled)
 TJ0344
 TJ0344                          SUPERSEDED SURVEY CONTROL
 TJ0344
 TJ0344  NGVD 29 (??/??/92)  728.161  (m)         2388.97   (f) ADJ UNCH    2 0
 TJ0344
 TJ0344.Superseded values are not recommended for survey control.
 TJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0344.See file dsdata.txt to determine how the superseded data were derived.
 TJ0344
 TJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP257300(NAD 83)
 TJ0344_MARKER: DB = BENCH MARK DISK
 TJ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0344_STAMPING: C 255 1935
 TJ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0344+STABILITY: SURFACE MOTION
 TJ0344
 TJ0344  HISTORY     - Date     Condition        Report By
 TJ0344  HISTORY     - 1935     MONUMENTED       CGS
 TJ0344  HISTORY     - 1948     GOOD             NGS
 TJ0344  HISTORY     - 1978     MARK NOT FOUND   USGS
 TJ0344
 TJ0344                          STATION DESCRIPTION
 TJ0344
 TJ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0344'28.35 MI S FROM SACO.
 TJ0344'28.35 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0344'RAILWAY STATION AT SACO, 158 YARDS (PACED) SOUTH OF A JUNCTION WITH A
 TJ0344'DIM TRAIL LEADING SOUTH, 22.0 FEET SOUTHEAST OF THE CENTER LINE OF
 TJ0344'THE ROAD, 1.5 FEET SOUTH OF A REFERENCE POST AND SET IN THE TOP OF A
 TJ0344'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0344
 TJ0344                          STATION RECOVERY (1978)
 TJ0344
 TJ0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TJ0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0412 ***********************************************************************
 SQ0412  DESIGNATION -  C 256
 SQ0412  PID         -  SQ0412
 SQ0412  STATE/COUNTY-  MT/PHILLIPS
 SQ0412  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0412
 SQ0412                         *CURRENT SURVEY CONTROL
 SQ0412  ___________________________________________________________________
 SQ0412* NAD 83(1986)-  47 55 51.     (N)    107 39 01.     (W)     SCALED    
 SQ0412* NAVD 88     -       724.689  (meters)    2377.58   (feet)  ADJUSTED  
 SQ0412  ___________________________________________________________________
 SQ0412  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 SQ0412  DYNAMIC HT  -         724.733 (meters)    2377.73  (feet)  COMP
 SQ0412  MODELED GRAV-     980,648.6   (mgal)                       NAVD 88
 SQ0412
 SQ0412  VERT ORDER  -  SECOND    CLASS 0
 SQ0412
 SQ0412.The horizontal coordinates were scaled from a topographic map and have
 SQ0412.an estimated accuracy of +/- 6 seconds.
 SQ0412
 SQ0412.The orthometric height was determined by differential leveling
 SQ0412.and adjusted by the National Geodetic Survey in June 1991..
 SQ0412
 SQ0412.The geoid height was determined by GEOID03.
 SQ0412
 SQ0412.The dynamic height is computed by dividing the NAVD 88
 SQ0412.geopotential number by the normal gravity value computed on the
 SQ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0412.degrees latitude (g = 980.6199 gals.).
 SQ0412
 SQ0412.The modeled gravity was interpolated from observed gravity values.
 SQ0412
 SQ0412;                    North         East    Units  Estimated Accuracy
 SQ0412;SPC MT       -   410,640.      738,140.      MT  (+/- 180 meters Scaled)
 SQ0412
 SQ0412                          SUPERSEDED SURVEY CONTROL
 SQ0412
 SQ0412  NGVD 29 (??/??/92)  723.962  (m)         2375.20   (f) ADJ UNCH    2 0
 SQ0412
 SQ0412.Superseded values are not recommended for survey control.
 SQ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0412.See file dsdata.txt to determine how the superseded data were derived.
 SQ0412
 SQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP020120(NAD 83)
 SQ0412_MARKER: DB = BENCH MARK DISK
 SQ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0412_STAMPING: C 256 1935
 SQ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0412+STABILITY: SURFACE MOTION
 SQ0412
 SQ0412  HISTORY     - Date     Condition        Report By
 SQ0412  HISTORY     - 1935     MONUMENTED       CGS
 SQ0412  HISTORY     - 1948     GOOD             NGS
 SQ0412
 SQ0412                          STATION DESCRIPTION
 SQ0412
 SQ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0412'8.65 MI SW FROM CONTENT.
 SQ0412'8.65 MILES SOUTHWEST ALONG THE CONTENT-SUN PRAIRIE ROAD FROM THE POST
 SQ0412'OFFICE (NOW ABANDONED) AT CONTENT, 0.3 MILE SOUTH OF A CATTLEGUARD
 SQ0412'ACROSS THE ROAD, 91.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.6
 SQ0412'FEET EAST OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST, AND SET IN
 SQ0412'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0169 ***********************************************************************
 SP0169  DESIGNATION -  C 257
 SP0169  PID         -  SP0169
 SP0169  STATE/COUNTY-  MT/DAWSON
 SP0169  USGS QUAD   -  UNION SCHOOL (1983)
 SP0169
 SP0169                         *CURRENT SURVEY CONTROL
 SP0169  ___________________________________________________________________
 SP0169* NAD 83(1986)-  47 13 29.     (N)    105 16 35.     (W)     SCALED    
 SP0169* NAVD 88     -       882.228  (meters)    2894.44   (feet)  ADJUSTED  
 SP0169  ___________________________________________________________________
 SP0169  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 SP0169  DYNAMIC HT  -         882.207 (meters)    2894.37  (feet)  COMP
 SP0169  MODELED GRAV-     980,559.1   (mgal)                       NAVD 88
 SP0169
 SP0169  VERT ORDER  -  SECOND    CLASS 0
 SP0169
 SP0169.The horizontal coordinates were scaled from a topographic map and have
 SP0169.an estimated accuracy of +/- 6 seconds.
 SP0169
 SP0169.The orthometric height was determined by differential leveling
 SP0169.and adjusted by the National Geodetic Survey in June 1991..
 SP0169
 SP0169.The geoid height was determined by GEOID03.
 SP0169
 SP0169.The dynamic height is computed by dividing the NAVD 88
 SP0169.geopotential number by the normal gravity value computed on the
 SP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0169.degrees latitude (g = 980.6199 gals.).
 SP0169
 SP0169.The modeled gravity was interpolated from observed gravity values.
 SP0169
 SP0169;                    North         East    Units  Estimated Accuracy
 SP0169;SPC MT       -   339,160.      919,540.      MT  (+/- 180 meters Scaled)
 SP0169
 SP0169                          SUPERSEDED SURVEY CONTROL
 SP0169
 SP0169  NGVD 29 (??/??/92)  881.609  (m)         2892.41   (f) ADJ UNCH    2 0
 SP0169
 SP0169.Superseded values are not recommended for survey control.
 SP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0169.See file dsdata.txt to determine how the superseded data were derived.
 SP0169
 SP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN790301(NAD 83)
 SP0169_MARKER: DB = BENCH MARK DISK
 SP0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0169_STAMPING: C-257 1935
 SP0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0169+STABILITY: SURFACE MOTION
 SP0169
 SP0169  HISTORY     - Date     Condition        Report By
 SP0169  HISTORY     - 1935     MONUMENTED       CGS
 SP0169
 SP0169                          STATION DESCRIPTION
 SP0169
 SP0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0169'6.2 MI NW FROM LINDSAY.
 SP0169'ALONG ROADS.  0.8 MILES NORTH WEST OF LINDSAY, THENCE 5.38 MILES WEST.
 SP0169'ON POINT HILL EXTENDING OUT OF CREEK BED.  36 FEET EAST SMALL RAVINE.
 SP0169'51 FEET WEST OF RAVINE TO THE EAST.  39 FEET NORTH OF CENTERLINE OF
 SP0169'THE ROAD.  6 FEET INSIDE RIGHT-OF-WAY FENCE.  2.5 FEET BELOW LEVEL OF
 SP0169'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0354 ***********************************************************************
 RT0354  DESIGNATION -  C 258
 RT0354  PID         -  RT0354
 RT0354  STATE/COUNTY-  MT/PRAIRIE
 RT0354  USGS QUAD   -  SOUTH FORK RESERVOIR (1972)
 RT0354
 RT0354                         *CURRENT SURVEY CONTROL
 RT0354  ___________________________________________________________________
 RT0354* NAD 83(1986)-  46 53 37.     (N)    105 40 33.     (W)     SCALED    
 RT0354* NAVD 88     -       843.319  (meters)    2766.79   (feet)  ADJUSTED  
 RT0354  ___________________________________________________________________
 RT0354  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0354  DYNAMIC HT  -         843.282 (meters)    2766.67  (feet)  COMP
 RT0354  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 RT0354
 RT0354  VERT ORDER  -  SECOND    CLASS 0
 RT0354
 RT0354.The horizontal coordinates were scaled from a topographic map and have
 RT0354.an estimated accuracy of +/- 6 seconds.
 RT0354
 RT0354.The orthometric height was determined by differential leveling
 RT0354.and adjusted by the National Geodetic Survey in June 1991..
 RT0354
 RT0354.The geoid height was determined by GEOID03.
 RT0354
 RT0354.The dynamic height is computed by dividing the NAVD 88
 RT0354.geopotential number by the normal gravity value computed on the
 RT0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0354.degrees latitude (g = 980.6199 gals.).
 RT0354
 RT0354.The modeled gravity was interpolated from observed gravity values.
 RT0354
 RT0354;                    North         East    Units  Estimated Accuracy
 RT0354;SPC MT       -   300,870.      891,140.      MT  (+/- 180 meters Scaled)
 RT0354
 RT0354                          SUPERSEDED SURVEY CONTROL
 RT0354
 RT0354  NGVD 29 (??/??/92)  842.702  (m)         2764.76   (f) ADJ UNCH    2 0
 RT0354
 RT0354.Superseded values are not recommended for survey control.
 RT0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0354.See file dsdata.txt to determine how the superseded data were derived.
 RT0354
 RT0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM485935(NAD 83)
 RT0354_MARKER: DB = BENCH MARK DISK
 RT0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0354_STAMPING: C 258 1935
 RT0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0354+STABILITY: SURFACE MOTION
 RT0354
 RT0354  HISTORY     - Date     Condition        Report By
 RT0354  HISTORY     - 1935     MONUMENTED       CGS
 RT0354  HISTORY     - 1972     GOOD             USGS
 RT0354
 RT0354                          STATION DESCRIPTION
 RT0354
 RT0354'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0354'23.5 MI NW FROM TERRY.
 RT0354'22.85 MILES BY ROAD NW OF TERRY, MT.  TO REACH FROM INTERSECTION OF
 RT0354'BURLINGTON NORTHERN RR AND STATE ROUTE 253 AT EAST END OF TERRY,
 RT0354'PROCEED N ON HWY 253 10.30 MILES TO T-RD W. (CHERRY CREEK ROAD).
 RT0354'THENCE W ON CHERRY CREEK RD. 11.65 MILES TO RD-FK.  TAKE RIGHT FORK,
 RT0354'PROCEED WEST 0.90 MILES TO BM ON N SIDE OF ROAD.  BM IS 1260 FT EAST
 RT0354'OF A CATTLEGUARD AS MEASURED ALONG ROAD, AND 38 FT N.  PERPENDICULAR
 RT0354'TO ROAD.  A STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0043 ***********************************************************************
 RT0043  DESIGNATION -  C 259
 RT0043  PID         -  RT0043
 RT0043  STATE/COUNTY-  MT/FALLON
 RT0043  USGS QUAD   -  CAP ROCK (1981)
 RT0043
 RT0043                         *CURRENT SURVEY CONTROL
 RT0043  ___________________________________________________________________
 RT0043* NAD 83(1986)-  46 37 52.     (N)    104 19 40.     (W)     SCALED    
 RT0043* NAVD 88     -       924.355  (meters)    3032.65   (feet)  ADJUSTED  
 RT0043  ___________________________________________________________________
 RT0043  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 RT0043  DYNAMIC HT  -         924.306 (meters)    3032.49  (feet)  COMP
 RT0043  MODELED GRAV-     980,529.0   (mgal)                       NAVD 88
 RT0043
 RT0043  VERT ORDER  -  SECOND    CLASS 0
 RT0043
 RT0043.The horizontal coordinates were scaled from a topographic map and have
 RT0043.an estimated accuracy of +/- 6 seconds.
 RT0043
 RT0043.The orthometric height was determined by differential leveling
 RT0043.and adjusted by the National Geodetic Survey in June 1991..
 RT0043
 RT0043.The geoid height was determined by GEOID03.
 RT0043
 RT0043.The dynamic height is computed by dividing the NAVD 88
 RT0043.geopotential number by the normal gravity value computed on the
 RT0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0043.degrees latitude (g = 980.6199 gals.).
 RT0043
 RT0043.The modeled gravity was interpolated from observed gravity values.
 RT0043
 RT0043;                    North         East    Units  Estimated Accuracy
 RT0043;SPC MT       -   277,660.      995,560.      MT  (+/- 180 meters Scaled)
 RT0043
 RT0043                          SUPERSEDED SURVEY CONTROL
 RT0043
 RT0043  NGVD 29 (??/??/92)  923.740  (m)         3030.64   (f) ADJ UNCH    2 0
 RT0043
 RT0043.Superseded values are not recommended for survey control.
 RT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0043.See file dsdata.txt to determine how the superseded data were derived.
 RT0043
 RT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM514643(NAD 83)
 RT0043_MARKER: DB = BENCH MARK DISK
 RT0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0043_STAMPING: C 259 1935
 RT0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0043+STABILITY: SURFACE MOTION
 RT0043
 RT0043  HISTORY     - Date     Condition        Report By
 RT0043  HISTORY     - 1935     MONUMENTED       CGS
 RT0043  HISTORY     - 1976     GOOD             USGS
 RT0043
 RT0043                          STATION DESCRIPTION
 RT0043
 RT0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0043'17.7 MI SW FROM CARLYLE.
 RT0043'IN FALLON COUNTY, 7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE,
 RT0043'WIBAUX COUNTY, 2 MILES NORTH, 3 MILES WEST, 3 MILES SOUTH, 1 MILE
 RT0043'WEST, AND 1.3 MILES SOUTHWEST ALONG ROADS.  250 FEET SOUTHWEST OF A
 RT0043'HOUSE, 150 FEET NORTH OF A SMALL CANYON, AT A LONG WINDING HILL, 66
 RT0043'FEET NORTHWEST OF A FENCE, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE
 RT0043'ROAD, 6 FEET SOUTH OF A POLE, AND ABOUT 2 FEET HIGHER THAN THE ROAD. A
 RT0043'STANDARD DISK, STAMPED C 259 1935 AND SET IN THE TOP OF A CONCRETE
 RT0043'POST.
 RT0043
 RT0043                          STATION RECOVERY (1976)
 RT0043
 RT0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0043'17.2 MI N FROM BAKER ALONG STATE HWY 7 TO COUNTY RD LEFT, THENCE 6.0
 RT0043'MI W ALONG COUNTY RD TO CABIN CREEK, ON A LONG HILL 0.8 MI W OF
 RT0043'CREST. 7 FT S OF SOUTH ROW FEN AND 57 FT NE OF A GATE. A STD TABLET,
 RT0043'STAMPED C 259 1934, IN A CONC POST PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0220 ***********************************************************************
 TL0220  DESIGNATION -  C 26
 TL0220  PID         -  TL0220
 TL0220  STATE/COUNTY-  MT/LIBERTY
 TL0220  USGS QUAD   -  CHESTER (1963)
 TL0220
 TL0220                         *CURRENT SURVEY CONTROL
 TL0220  ___________________________________________________________________
 TL0220* NAD 83(1986)-  48 30 40.     (N)    110 58 01.     (W)     SCALED    
 TL0220* NAVD 88     -       955.353  (meters)    3134.35   (feet)  ADJUSTED  
 TL0220  ___________________________________________________________________
 TL0220  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TL0220  DYNAMIC HT  -         955.435 (meters)    3134.62  (feet)  COMP
 TL0220  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 TL0220
 TL0220  VERT ORDER  -  FIRST     CLASS II
 TL0220
 TL0220.The horizontal coordinates were scaled from a topographic map and have
 TL0220.an estimated accuracy of +/- 6 seconds.
 TL0220
 TL0220.The orthometric height was determined by differential leveling
 TL0220.and adjusted by the National Geodetic Survey in June 1991..
 TL0220
 TL0220.The geoid height was determined by GEOID03.
 TL0220
 TL0220.The dynamic height is computed by dividing the NAVD 88
 TL0220.geopotential number by the normal gravity value computed on the
 TL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0220.degrees latitude (g = 980.6199 gals.).
 TL0220
 TL0220.The modeled gravity was interpolated from observed gravity values.
 TL0220
 TL0220;                    North         East    Units  Estimated Accuracy
 TL0220;SPC MT       -   474,520.      491,650.      MT  (+/- 180 meters Scaled)
 TL0220
 TL0220                          SUPERSEDED SURVEY CONTROL
 TL0220
 TL0220  NGVD 29 (??/??/92)  954.459  (m)         3131.42   (f) ADJ UNCH    1 2
 TL0220
 TL0220.Superseded values are not recommended for survey control.
 TL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0220.See file dsdata.txt to determine how the superseded data were derived.
 TL0220
 TL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU024731(NAD 83)
 TL0220_MARKER: DB = BENCH MARK DISK
 TL0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0220_SP_SET: FOOTING
 TL0220_STAMPING: 3131.421 C 26
 TL0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0220
 TL0220  HISTORY     - Date     Condition        Report By
 TL0220  HISTORY     - UNK      MONUMENTED       CGS
 TL0220  HISTORY     - 1934     GOOD             NGS
 TL0220  HISTORY     - 1979     GOOD             NGS
 TL0220
 TL0220                          STATION DESCRIPTION
 TL0220
 TL0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0220'IN CHESTER.
 TL0220'AT CHESTER, LIBERTY COUNTY, AT THE VILLAGE WATER TANK, AND IN THE TOP
 TL0220'OF THE NORTHEAST FOOTING.  A STANDARD DISK, STAMPED 3131.421 C 26.
 TL0220
 TL0220                          STATION RECOVERY (1979)
 TL0220
 TL0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0220'IN CHESTER, SET IN THE BASE OF THE OLD WATER TOWER FOOTING, BEHIND
 TL0220'THE CITY MAINTENANCE SHOP AND WATER COMPANY, SET IN THE EAST CORNER
 TL0220'OF A 3X4 FEET CONCRETE FOOTING, 105 FEET EAST OF THE CENTER OF
 TL0220'FIRST STREET, 42.8 FEET SOUTHWEST OF AND ACROSS AN ALLEY FROM
 TL0220'UTILITY POLE NUMBER 41 B1, 19.7 FEET NORTHWEST OF THE NORTHWEST
 TL0220'LEG OF THE CHESTER MUNICIPAL WATER TANK AND 18.6 FEET SOUTH OF THE
 TL0220'CENTER OF A GRAVELED ALLEY.
 TL0220'THE MARK IS 1 FT ABOVE THE ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0038 ***********************************************************************
 RU0038  DESIGNATION -  C 260
 RU0038  PID         -  RU0038
 RU0038  STATE/COUNTY-  MT/ROSEBUD
 RU0038  USGS QUAD   -  ALKALI CREEK (1969)
 RU0038
 RU0038                         *CURRENT SURVEY CONTROL
 RU0038  ___________________________________________________________________
 RU0038* NAD 83(1986)-  46 43 47.     (N)    106 18 35.     (W)     SCALED    
 RU0038* NAVD 88     -       896.784  (meters)    2942.20   (feet)  ADJUSTED  
 RU0038  ___________________________________________________________________
 RU0038  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RU0038  DYNAMIC HT  -         896.722 (meters)    2942.00  (feet)  COMP
 RU0038  MODELED GRAV-     980,514.7   (mgal)                       NAVD 88
 RU0038
 RU0038  VERT ORDER  -  SECOND    CLASS 0
 RU0038
 RU0038.The horizontal coordinates were scaled from a topographic map and have
 RU0038.an estimated accuracy of +/- 6 seconds.
 RU0038
 RU0038.The orthometric height was determined by differential leveling
 RU0038.and adjusted by the National Geodetic Survey in June 1991..
 RU0038
 RU0038.The geoid height was determined by GEOID03.
 RU0038
 RU0038.The dynamic height is computed by dividing the NAVD 88
 RU0038.geopotential number by the normal gravity value computed on the
 RU0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0038.degrees latitude (g = 980.6199 gals.).
 RU0038
 RU0038.The modeled gravity was interpolated from observed gravity values.
 RU0038
 RU0038;                    North         East    Units  Estimated Accuracy
 RU0038;SPC MT       -   280,510.      843,650.      MT  (+/- 180 meters Scaled)
 RU0038
 RU0038                          SUPERSEDED SURVEY CONTROL
 RU0038
 RU0038  NGVD 29 (??/??/92)  896.122  (m)         2940.03   (f) ADJ UNCH    2 0
 RU0038
 RU0038.Superseded values are not recommended for survey control.
 RU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0038.See file dsdata.txt to determine how the superseded data were derived.
 RU0038
 RU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM999759(NAD 83)
 RU0038_MARKER: DB = BENCH MARK DISK
 RU0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0038_STAMPING: C 260 1935
 RU0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0038+STABILITY: SURFACE MOTION
 RU0038
 RU0038  HISTORY     - Date     Condition        Report By
 RU0038  HISTORY     - 1935     MONUMENTED       CGS
 RU0038  HISTORY     - 1937     GOOD             NGS
 RU0038
 RU0038                          STATION DESCRIPTION
 RU0038
 RU0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0038'5.2 MI W FROM ANGELA.
 RU0038'5.2 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT ANGELA,
 RU0038'ROSEBUD COUNTY, 600 FEET WEST OF AN ABANDONED ONE-STORY RANCHHOUSE, AT
 RU0038'A SECTION LINE, 54 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET
 RU0038'WEST OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 RU0038'DISK, STAMPED C 260 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0159 ***********************************************************************
 SQ0159  DESIGNATION -  C 261
 SQ0159  PID         -  SQ0159
 SQ0159  STATE/COUNTY-  MT/GARFIELD
 SQ0159  USGS QUAD   -  DICE DAM (1965)
 SQ0159
 SQ0159                         *CURRENT SURVEY CONTROL
 SQ0159  ___________________________________________________________________
 SQ0159* NAD 83(1986)-  47 00 19.     (N)    106 46 59.     (W)     SCALED    
 SQ0159* NAVD 88     -       896.135  (meters)    2940.07   (feet)  ADJUSTED  
 SQ0159  ___________________________________________________________________
 SQ0159  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 SQ0159  DYNAMIC HT  -         896.099 (meters)    2939.95  (feet)  COMP
 SQ0159  MODELED GRAV-     980,542.7   (mgal)                       NAVD 88
 SQ0159
 SQ0159  VERT ORDER  -  SECOND    CLASS 0
 SQ0159
 SQ0159.The horizontal coordinates were scaled from a topographic map and have
 SQ0159.an estimated accuracy of +/- 6 seconds.
 SQ0159
 SQ0159.The orthometric height was determined by differential leveling
 SQ0159.and adjusted by the National Geodetic Survey in June 1991..
 SQ0159
 SQ0159.The geoid height was determined by GEOID03.
 SQ0159
 SQ0159.The dynamic height is computed by dividing the NAVD 88
 SQ0159.geopotential number by the normal gravity value computed on the
 SQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0159.degrees latitude (g = 980.6199 gals.).
 SQ0159
 SQ0159.The modeled gravity was interpolated from observed gravity values.
 SQ0159
 SQ0159;                    North         East    Units  Estimated Accuracy
 SQ0159;SPC MT       -   309,750.      806,450.      MT  (+/- 180 meters Scaled)
 SQ0159
 SQ0159                          SUPERSEDED SURVEY CONTROL
 SQ0159
 SQ0159  NGVD 29 (??/??/92)  895.467  (m)         2937.88   (f) ADJ UNCH    2 0
 SQ0159
 SQ0159.Superseded values are not recommended for survey control.
 SQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0159.See file dsdata.txt to determine how the superseded data were derived.
 SQ0159
 SQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN644072(NAD 83)
 SQ0159_MARKER: DB = BENCH MARK DISK
 SQ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0159_STAMPING: C 261 1935
 SQ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0159+STABILITY: SURFACE MOTION
 SQ0159
 SQ0159  HISTORY     - Date     Condition        Report By
 SQ0159  HISTORY     - 1935     MONUMENTED       CGS
 SQ0159  HISTORY     - 1965     GOOD             USGS
 SQ0159
 SQ0159                          STATION DESCRIPTION
 SQ0159
 SQ0159'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0159'10.4 MI SW FROM COHAGEN.
 SQ0159'10.4 MI. SW. ALONG A COUNTY ROAD FROM COHAGEN, GARFIELD CO. 0.2 MI. W.
 SQ0159'OF A CATTLEGUARD IN N-S FENCE 195 FT. S. CENTERLINE OF ROAD ON THE
 SQ0159'NORTH SLOPE OF A SMALL HILL, A STANDARD DISK STAMPED C-261 1935 SET IN
 SQ0159'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0269 ***********************************************************************
 RU0269  DESIGNATION -  C 262
 RU0269  PID         -  RU0269
 RU0269  STATE/COUNTY-  MT/ROSEBUD
 RU0269  USGS QUAD   -  ACORN FLATS (1965)
 RU0269
 RU0269                         *CURRENT SURVEY CONTROL
 RU0269  ___________________________________________________________________
 RU0269* NAD 83(1986)-  46 48 58.     (N)    107 03 16.     (W)     SCALED    
 RU0269* NAVD 88     -      1031.053  (meters)    3382.71   (feet)  ADJUSTED  
 RU0269  ___________________________________________________________________
 RU0269  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 RU0269  DYNAMIC HT  -        1030.968 (meters)    3382.43  (feet)  COMP
 RU0269  MODELED GRAV-     980,496.0   (mgal)                       NAVD 88
 RU0269
 RU0269  VERT ORDER  -  SECOND    CLASS 0
 RU0269
 RU0269.The horizontal coordinates were scaled from a topographic map and have
 RU0269.an estimated accuracy of +/- 6 seconds.
 RU0269
 RU0269.The orthometric height was determined by differential leveling
 RU0269.and adjusted by the National Geodetic Survey in June 1991..
 RU0269
 RU0269.The geoid height was determined by GEOID03.
 RU0269
 RU0269.The dynamic height is computed by dividing the NAVD 88
 RU0269.geopotential number by the normal gravity value computed on the
 RU0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0269.degrees latitude (g = 980.6199 gals.).
 RU0269
 RU0269.The modeled gravity was interpolated from observed gravity values.
 RU0269
 RU0269;                    North         East    Units  Estimated Accuracy
 RU0269;SPC MT       -   288,060.      786,490.      MT  (+/- 180 meters Scaled)
 RU0269
 RU0269                          SUPERSEDED SURVEY CONTROL
 RU0269
 RU0269  NGVD 29 (??/??/92) 1030.353  (m)         3380.42   (f) ADJ UNCH    2 0
 RU0269
 RU0269.Superseded values are not recommended for survey control.
 RU0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0269.See file dsdata.txt to determine how the superseded data were derived.
 RU0269
 RU0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM432867(NAD 83)
 RU0269_MARKER: DB = BENCH MARK DISK
 RU0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0269_STAMPING: C-262 1935
 RU0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0269+STABILITY: SURFACE MOTION
 RU0269
 RU0269  HISTORY     - Date     Condition        Report By
 RU0269  HISTORY     - 1935     MONUMENTED       CGS
 RU0269
 RU0269                          STATION DESCRIPTION
 RU0269
 RU0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RU0269'36.17 MI SW FROM COHAGEN.
 RU0269'ALONG ROADS 36.17 MILES SOUTHWEST OF COHAGEN.  0.5 MILES SOUTH THENCE
 RU0269'0.5 MILES WEST OF BENCH MARK NO. B-262.  ABOUT 0.7 MILES NORTHWEST OF
 RU0269'LARGE 2 STORY RANCH HOUSE, 30 FT. NORTH OF CENTER LINE OF THE ROAD, 3
 RU0269'FT. INSIDE RIGHT OF WAY FENCE, AND LEVEL WITH THE ROAD.  NOTE-- 0.75
 RU0269'MI NW OF AN OLD RANCH, ABOUT 3000 FT. W OF A ROAD JUNCTION 27 FT. N OF
 RU0269'THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0255 ***********************************************************************
 RU0255  DESIGNATION -  C 263
 RU0255  PID         -  RU0255
 RU0255  STATE/COUNTY-  MT/ROSEBUD
 RU0255  USGS QUAD   -  INGOMAR EAST (1960)
 RU0255
 RU0255                         *CURRENT SURVEY CONTROL
 RU0255  ___________________________________________________________________
 RU0255* NAD 83(1986)-  46 36 13.     (N)    107 19 32.     (W)     SCALED    
 RU0255* NAVD 88     -       901.330  (meters)    2957.11   (feet)  ADJUSTED  
 RU0255  ___________________________________________________________________
 RU0255  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 RU0255  DYNAMIC HT  -         901.264 (meters)    2956.90  (feet)  COMP
 RU0255  MODELED GRAV-     980,509.5   (mgal)                       NAVD 88
 RU0255
 RU0255  VERT ORDER  -  SECOND    CLASS 0
 RU0255
 RU0255.The horizontal coordinates were scaled from a topographic map and have
 RU0255.an estimated accuracy of +/- 6 seconds.
 RU0255
 RU0255.The orthometric height was determined by differential leveling
 RU0255.and adjusted by the National Geodetic Survey in June 1991..
 RU0255
 RU0255.The geoid height was determined by GEOID03.
 RU0255
 RU0255.The dynamic height is computed by dividing the NAVD 88
 RU0255.geopotential number by the normal gravity value computed on the
 RU0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0255.degrees latitude (g = 980.6199 gals.).
 RU0255
 RU0255.The modeled gravity was interpolated from observed gravity values.
 RU0255
 RU0255;                    North         East    Units  Estimated Accuracy
 RU0255;SPC MT       -   263,850.      766,480.      MT  (+/- 180 meters Scaled)
 RU0255
 RU0255                          SUPERSEDED SURVEY CONTROL
 RU0255
 RU0255  NGVD 29 (??/??/92)  900.665  (m)         2954.93   (f) ADJ UNCH    2 0
 RU0255
 RU0255.Superseded values are not recommended for survey control.
 RU0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0255.See file dsdata.txt to determine how the superseded data were derived.
 RU0255
 RU0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM218637(NAD 83)
 RU0255_MARKER: DB = BENCH MARK DISK
 RU0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0255_STAMPING: C 263 1935
 RU0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0255+STABILITY: SURFACE MOTION
 RU0255
 RU0255  HISTORY     - Date     Condition        Report By
 RU0255  HISTORY     - 1935     MONUMENTED       CGS
 RU0255
 RU0255                          STATION DESCRIPTION
 RU0255
 RU0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RU0255'4.1 MI NE FROM INGOMAR.
 RU0255'4.1 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0255'225 FEET SOUTHWEST OF A BEND IN THE ROAD, NEAR THE FOOT OF A LONG
 RU0255'GRADE, AT A LARGE COULEE, 39 FEET SOUTHEAST OF THE CENTERLINE OF THE
 RU0255'ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 263 1935
 RU0255'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0160 ***********************************************************************
 TH0160  DESIGNATION -  C 269
 TH0160  PID         -  TH0160
 TH0160  STATE/COUNTY-  MT/SHERIDAN
 TH0160  USGS QUAD   -  RAYMOND (1983)
 TH0160
 TH0160                         *CURRENT SURVEY CONTROL
 TH0160  ___________________________________________________________________
 TH0160* NAD 83(1986)-  48 57 14.     (N)    104 34 26.     (W)     SCALED    
 TH0160* NAVD 88     -       747.901  (meters)    2453.74   (feet)  ADJUSTED  
 TH0160  ___________________________________________________________________
 TH0160  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 TH0160  DYNAMIC HT  -         748.029 (meters)    2454.16  (feet)  COMP
 TH0160  MODELED GRAV-     980,755.8   (mgal)                       NAVD 88
 TH0160
 TH0160  VERT ORDER  -  SECOND    CLASS 0
 TH0160
 TH0160.The horizontal coordinates were scaled from a topographic map and have
 TH0160.an estimated accuracy of +/- 6 seconds.
 TH0160
 TH0160.The orthometric height was determined by differential leveling
 TH0160.and adjusted by the National Geodetic Survey in June 1991..
 TH0160
 TH0160.The geoid height was determined by GEOID03.
 TH0160
 TH0160.The dynamic height is computed by dividing the NAVD 88
 TH0160.geopotential number by the normal gravity value computed on the
 TH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0160.degrees latitude (g = 980.6199 gals.).
 TH0160
 TH0160.The modeled gravity was interpolated from observed gravity values.
 TH0160
 TH0160;                    North         East    Units  Estimated Accuracy
 TH0160;SPC MT       -   534,080.      960,540.      MT  (+/- 180 meters Scaled)
 TH0160
 TH0160                          SUPERSEDED SURVEY CONTROL
 TH0160
 TH0160  NGVD 29 (??/??/92)  747.345  (m)         2451.91   (f) ADJ UNCH    2 0
 TH0160
 TH0160.Superseded values are not recommended for survey control.
 TH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0160.See file dsdata.txt to determine how the superseded data were derived.
 TH0160
 TH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ311224(NAD 83)
 TH0160_MARKER: DB = BENCH MARK DISK
 TH0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0160_STAMPING: C 269 1935
 TH0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0160+STABILITY: SURFACE MOTION
 TH0160
 TH0160  HISTORY     - Date     Condition        Report By
 TH0160  HISTORY     - 1935     MONUMENTED       CGS
 TH0160  HISTORY     - 1953     MARK NOT FOUND   NGS
 TH0160  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0160
 TH0160                          STATION DESCRIPTION
 TH0160
 TH0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TH0160'5.3 MI N FROM RAYMOND.
 TH0160'5.3 MILES NORTH ALONG THE REGWAY ROAD FROM THE MINNEAPOLIS, ST. PAUL
 TH0160'AND SAULT STE. MARIE RAILROAD STATION AT RAYMOND, SHERIDAN COUNTY, AT
 TH0160'A ROAD INTERSECTION, 48 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD,
 TH0160'24 FEET SOUTH OF THE CENTERLINE OF THE CROSS ROAD, 1-1/2 FEET NORTH OF
 TH0160'A FENCE, AND ABOUT 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 TH0160'STAMPED C 269 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 TH0160'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE
 TH0160'RAILROAD.
 TH0160
 TH0160                          STATION RECOVERY (1977)
 TH0160
 TH0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0227 ***********************************************************************
 QV0227  DESIGNATION -  C 27
 QV0227  PID         -  QV0227
 QV0227  STATE/COUNTY-  MT/YELLOWSTONE
 QV0227  USGS QUAD   -  POMPEYS PILLAR (1980)
 QV0227
 QV0227                         *CURRENT SURVEY CONTROL
 QV0227  ___________________________________________________________________
 QV0227* NAD 83(1986)-  45 59 38.     (N)    107 57 03.     (W)     SCALED    
 QV0227* NAVD 88     -       873.138  (meters)    2864.62   (feet)  ADJUSTED  
 QV0227  ___________________________________________________________________
 QV0227  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 QV0227  DYNAMIC HT  -         872.985 (meters)    2864.12  (feet)  COMP
 QV0227  MODELED GRAV-     980,411.9   (mgal)                       NAVD 88
 QV0227
 QV0227  VERT ORDER  -  FIRST     CLASS II
 QV0227
 QV0227.The horizontal coordinates were scaled from a topographic map and have
 QV0227.an estimated accuracy of +/- 6 seconds.
 QV0227
 QV0227.The orthometric height was determined by differential leveling
 QV0227.and adjusted by the National Geodetic Survey in June 1991..
 QV0227
 QV0227.The geoid height was determined by GEOID03.
 QV0227
 QV0227.The dynamic height is computed by dividing the NAVD 88
 QV0227.geopotential number by the normal gravity value computed on the
 QV0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0227.degrees latitude (g = 980.6199 gals.).
 QV0227
 QV0227.The modeled gravity was interpolated from observed gravity values.
 QV0227
 QV0227;                    North         East    Units  Estimated Accuracy
 QV0227;SPC MT       -   194,990.      719,960.      MT  (+/- 180 meters Scaled)
 QV0227
 QV0227                          SUPERSEDED SURVEY CONTROL
 QV0227
 QV0227  NGVD 29 (??/??/92)  872.433  (m)         2862.31   (f) ADJ UNCH    1 2
 QV0227
 QV0227.Superseded values are not recommended for survey control.
 QV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0227.See file dsdata.txt to determine how the superseded data were derived.
 QV0227
 QV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL714976(NAD 83)
 QV0227_MARKER: DB = BENCH MARK DISK
 QV0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0227_STAMPING: C 27 1915 2862.366
 QV0227_MARK LOGO: CGS   
 QV0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 QV0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0227+STABILITY: SURFACE MOTION
 QV0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QV0227+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2000
 QV0227
 QV0227  HISTORY     - Date     Condition        Report By
 QV0227  HISTORY     - 1915     MONUMENTED       CGS
 QV0227  HISTORY     - 1960     GOOD             NGS
 QV0227  HISTORY     - 1981     GOOD             NGS
 QV0227  HISTORY     - 20000914 GOOD             NGS
 QV0227
 QV0227                          STATION DESCRIPTION
 QV0227
 QV0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QV0227'0.1 MI NE FROM POMPEYS PILLAR.
 QV0227'ABOUT 0.1 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QV0227'STATION AT POMPEYS PILLAR, 5 TELEPHONE POLES SOUTHWEST OF MILEPOST
 QV0227'194, 106 FEET NORTH OF SEMAPHORE 194.1, 9 FEET SOUTHWEST OF A FENCE
 QV0227'CORNER POST, 3 FEET SOUTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL
 QV0227'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS AND IN THE
 QV0227'TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- C 27 1915 WAS
 QV0227'STAMPED ON THE MARK BY THIS PARTY.
 QV0227
 QV0227                          STATION RECOVERY (1981)
 QV0227
 QV0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QV0227'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION (QUAD 451074, LINE
 QV0227'101) IS ADEQUATE EXCEPT ADD=25.0 METERS (82.0 FT) NORTHWEST OF THE
 QV0227'NEAR RAIL, AND THE RAILROAD IS NOW THE BURLINGTON NORTHERN RAILROAD.
 QV0227
 QV0227                          STATION RECOVERY (2000)
 QV0227
 QV0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 QV0227'0.1 KM (0.05 MI) WESTERLY ALONG A PAVED STREET FROM THE POST OFFICE IN
 QV0227'POMPEYS PILLAR, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG CANE STREET,
 QV0227'THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A PAVED ROAD, 72.5 M (237.9 FT)
 QV0227'NORTH OF THE ROAD CENTERLINE, 27.2 M (89.2 FT) NORTH OF THE NEAR RAIL
 QV0227'OF THE BURLINGTON NORTHERN SANTE FE RAILROAD, 23.9 M (78.4 FT) NORTH
 QV0227'OF THE MOST EASTERLY OF 2 SEMAPHORES, 1.6 M (5.2 FT) BELOW THE LEVEL
 QV0227'OF THE TRACKS, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 QV0227'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT
 QV0227'IS ON PROPERTY OWNED BY LEO ALTOFF, PO BOX 94, POMPEYS PILLAR, MT
 QV0227'59064.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0207 ***********************************************************************
 TH0207  DESIGNATION -  C 270
 TH0207  PID         -  TH0207
 TH0207  STATE/COUNTY-  MT/DANIELS
 TH0207  USGS QUAD   -  WHITETAIL (1973)
 TH0207
 TH0207                         *CURRENT SURVEY CONTROL
 TH0207  ___________________________________________________________________
 TH0207* NAD 83(1986)-  48 55 44.     (N)    105 10 04.     (W)     SCALED    
 TH0207* NAVD 88     -       814.234  (meters)    2671.37   (feet)  ADJUSTED  
 TH0207  ___________________________________________________________________
 TH0207  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 TH0207  DYNAMIC HT  -         814.378 (meters)    2671.84  (feet)  COMP
 TH0207  MODELED GRAV-     980,758.2   (mgal)                       NAVD 88
 TH0207
 TH0207  VERT ORDER  -  SECOND    CLASS 0
 TH0207
 TH0207.The horizontal coordinates were scaled from a topographic map and have
 TH0207.an estimated accuracy of +/- 6 seconds.
 TH0207
 TH0207.The orthometric height was determined by differential leveling
 TH0207.and adjusted by the National Geodetic Survey in June 1991..
 TH0207
 TH0207.The geoid height was determined by GEOID03.
 TH0207
 TH0207.The dynamic height is computed by dividing the NAVD 88
 TH0207.geopotential number by the normal gravity value computed on the
 TH0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0207.degrees latitude (g = 980.6199 gals.).
 TH0207
 TH0207.The modeled gravity was interpolated from observed gravity values.
 TH0207
 TH0207;                    North         East    Units  Estimated Accuracy
 TH0207;SPC MT       -   528,740.      917,270.      MT  (+/- 180 meters Scaled)
 TH0207
 TH0207                          SUPERSEDED SURVEY CONTROL
 TH0207
 TH0207  NGVD 29 (??/??/92)  813.631  (m)         2669.39   (f) ADJ UNCH    2 0
 TH0207
 TH0207.Superseded values are not recommended for survey control.
 TH0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0207.See file dsdata.txt to determine how the superseded data were derived.
 TH0207
 TH0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ877195(NAD 83)
 TH0207_MARKER: DB = BENCH MARK DISK
 TH0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0207_STAMPING: C 270 1935
 TH0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0207+STABILITY: SURFACE MOTION
 TH0207
 TH0207  HISTORY     - Date     Condition        Report By
 TH0207  HISTORY     - 1935     MONUMENTED       CGS
 TH0207  HISTORY     - 1973     GOOD             USGS
 TH0207
 TH0207                          STATION DESCRIPTION
 TH0207
 TH0207'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 TH0207'2.4 MI N FROM WHITETAIL.
 TH0207'2.4 MILES NORTH ALONG THE BIG BEAVER ROAD FROM THE SOO LINE RAILROAD
 TH0207'(FORMERLY THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD)
 TH0207'STATION AT WHITETAIL, DANIELS COUNTY, NORTH OF A CURVE, NORTH OF A
 TH0207'CURVE, AT THE SOUTH SLOPE OF A LONG HILL, 70 FEET WEST OF THE
 TH0207'CENTERLINE OF THE ROAD, 10 FEET SOUTH AND 21 FEET WEST OF REA COOP
 TH0207'POLE 3A37 AND 12 FEET WEST AND 1 FOOT NORTH OF A LARGE ROCK, ABOUT 4
 TH0207'FEET LOWER THAN THE ROAD MARKED BY A WITNESS SIGN.  A STANDARD DISK
 TH0207'STAMPED C 270 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0072 ***********************************************************************
 TK0072  DESIGNATION -  C 273
 TK0072  PID         -  TK0072
 TK0072  STATE/COUNTY-  MT/BLAINE
 TK0072  USGS QUAD   -  FORT BELKNAP AGENCY SE (1964)
 TK0072
 TK0072                         *CURRENT SURVEY CONTROL
 TK0072  ___________________________________________________________________
 TK0072* NAD 83(1986)-  48 28 51.     (N)    108 45 19.     (W)     SCALED    
 TK0072* NAVD 88     -       722.619  (meters)    2370.79   (feet)  ADJUSTED  
 TK0072  ___________________________________________________________________
 TK0072  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 TK0072  DYNAMIC HT  -         722.708 (meters)    2371.08  (feet)  COMP
 TK0072  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 TK0072
 TK0072  VERT ORDER  -  SECOND    CLASS 0
 TK0072
 TK0072.The horizontal coordinates were scaled from a topographic map and have
 TK0072.an estimated accuracy of +/- 6 seconds.
 TK0072
 TK0072.The orthometric height was determined by differential leveling
 TK0072.and adjusted by the National Geodetic Survey in June 1991..
 TK0072
 TK0072.The geoid height was determined by GEOID03.
 TK0072
 TK0072.The dynamic height is computed by dividing the NAVD 88
 TK0072.geopotential number by the normal gravity value computed on the
 TK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0072.degrees latitude (g = 980.6199 gals.).
 TK0072
 TK0072.The modeled gravity was interpolated from observed gravity values.
 TK0072
 TK0072;                    North         East    Units  Estimated Accuracy
 TK0072;SPC MT       -   470,400.      655,040.      MT  (+/- 180 meters Scaled)
 TK0072
 TK0072                          SUPERSEDED SURVEY CONTROL
 TK0072
 TK0072  NGVD 29 (??/??/92)  721.846  (m)         2368.26   (f) ADJ UNCH    2 0
 TK0072
 TK0072.Superseded values are not recommended for survey control.
 TK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0072.See file dsdata.txt to determine how the superseded data were derived.
 TK0072
 TK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU658721(NAD 83)
 TK0072_MARKER: DB = BENCH MARK DISK
 TK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0072_STAMPING: C 273 1935
 TK0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0072+STABILITY: SURFACE MOTION
 TK0072
 TK0072  HISTORY     - Date     Condition        Report By
 TK0072  HISTORY     - 1935     MONUMENTED       CGS
 TK0072  HISTORY     - 1964     MARK NOT FOUND   USGS
 TK0072
 TK0072                          STATION DESCRIPTION
 TK0072
 TK0072'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0072'4.4 MI SE FROM HARLEM.
 TK0072'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TK0072'RAILWAY STATION AT HARLEM, BLAINE COUNTY, 160 FEET SOUTHEAST OF THE
 TK0072'CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH TO HAYS, 42 FEET SOUTH
 TK0072'OF THE CENTERLINE OF THE HIGHWAY, AND 50 FEET SOUTHEAST OF A GUY POLE.
 TK0072'A STANDARD DISK, STAMPED C 273 1935 AND SET IN THE TOP OF A CONCRETE
 TK0072'POST.  NOTE-- THERE IS A BROKEN CONCRETE POST NOW FLUSH WITH THE
 TK0072'GROUND THAT MAY BE THE BASE OF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0054 ***********************************************************************
 TK0054  DESIGNATION -  C 274
 TK0054  PID         -  TK0054
 TK0054  STATE/COUNTY-  MT/BLAINE
 TK0054  USGS QUAD   -  COBURG (1964)
 TK0054
 TK0054                         *CURRENT SURVEY CONTROL
 TK0054  ___________________________________________________________________
 TK0054* NAD 83(1986)-  48 24 28.     (N)    108 27 10.     (W)     SCALED    
 TK0054* NAVD 88     -       703.481  (meters)    2308.00   (feet)  ADJUSTED  
 TK0054  ___________________________________________________________________
 TK0054  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TK0054  DYNAMIC HT  -         703.563 (meters)    2308.27  (feet)  COMP
 TK0054  MODELED GRAV-     980,703.9   (mgal)                       NAVD 88
 TK0054
 TK0054  VERT ORDER  -  SECOND    CLASS 0
 TK0054
 TK0054.The horizontal coordinates were scaled from a topographic map and have
 TK0054.an estimated accuracy of +/- 6 seconds.
 TK0054
 TK0054.The orthometric height was determined by differential leveling
 TK0054.and adjusted by the National Geodetic Survey in June 1991..
 TK0054
 TK0054.The geoid height was determined by GEOID03.
 TK0054
 TK0054.The dynamic height is computed by dividing the NAVD 88
 TK0054.geopotential number by the normal gravity value computed on the
 TK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0054.degrees latitude (g = 980.6199 gals.).
 TK0054
 TK0054.The modeled gravity was interpolated from observed gravity values.
 TK0054
 TK0054;                    North         East    Units  Estimated Accuracy
 TK0054;SPC MT       -   462,540.      677,510.      MT  (+/- 180 meters Scaled)
 TK0054
 TK0054                          SUPERSEDED SURVEY CONTROL
 TK0054
 TK0054  NGVD 29 (??/??/92)  702.734  (m)         2305.55   (f) ADJ UNCH    2 0
 TK0054
 TK0054.Superseded values are not recommended for survey control.
 TK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0054.See file dsdata.txt to determine how the superseded data were derived.
 TK0054
 TK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU885647(NAD 83)
 TK0054_MARKER: DB = BENCH MARK DISK
 TK0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0054_SP_SET: CULVERT
 TK0054_STAMPING: C 274 1935
 TK0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0054
 TK0054  HISTORY     - Date     Condition        Report By
 TK0054  HISTORY     - 1935     MONUMENTED       CGS
 TK0054  HISTORY     - 19820323 MARK NOT FOUND   NGS
 TK0054
 TK0054                          STATION DESCRIPTION
 TK0054
 TK0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0054'10.6 MI SW FROM DODSON.
 TK0054'10.6 MILES SOUTHWEST OF DEPOT IN BLAINE COUNTY, 10.6 MILES WEST ALONG
 TK0054'U. S. HIGHWAY 2 FROM DODSON, PHILLIPS COUNTY, AT A CONCRETE BRIDGE
 TK0054'OVER A DITCH, IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL, AND
 TK0054'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 274
 TK0054'1935.
 TK0054
 TK0054                          STATION RECOVERY (1982)
 TK0054
 TK0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0092 ***********************************************************************
 TK0092  DESIGNATION -  C 275
 TK0092  PID         -  TK0092
 TK0092  STATE/COUNTY-  MT/BLAINE
 TK0092  USGS QUAD   -  LODGE POLE (1971)
 TK0092
 TK0092                         *CURRENT SURVEY CONTROL
 TK0092  ___________________________________________________________________
 TK0092* NAD 83(1986)-  48 00 21.     (N)    108 31 35.     (W)     SCALED    
 TK0092* NAVD 88     -      1091.291  (meters)    3580.34   (feet)  ADJUSTED  
 TK0092  ___________________________________________________________________
 TK0092  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TK0092  DYNAMIC HT  -        1091.291 (meters)    3580.34  (feet)  COMP
 TK0092  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 TK0092
 TK0092  VERT ORDER  -  SECOND    CLASS 0
 TK0092
 TK0092.The horizontal coordinates were scaled from a topographic map and have
 TK0092.an estimated accuracy of +/- 6 seconds.
 TK0092
 TK0092.The orthometric height was determined by differential leveling
 TK0092.and adjusted by the National Geodetic Survey in June 1991..
 TK0092
 TK0092.The geoid height was determined by GEOID03.
 TK0092
 TK0092.The dynamic height is computed by dividing the NAVD 88
 TK0092.geopotential number by the normal gravity value computed on the
 TK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0092.degrees latitude (g = 980.6199 gals.).
 TK0092
 TK0092.The modeled gravity was interpolated from observed gravity values.
 TK0092
 TK0092;                    North         East    Units  Estimated Accuracy
 TK0092;SPC MT       -   417,800.      672,610.      MT  (+/- 180 meters Scaled)
 TK0092
 TK0092                          SUPERSEDED SURVEY CONTROL
 TK0092
 TK0092  NGVD 29 (??/??/92) 1090.453  (m)         3577.59   (f) ADJ UNCH    2 0
 TK0092
 TK0092.Superseded values are not recommended for survey control.
 TK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0092.See file dsdata.txt to determine how the superseded data were derived.
 TK0092
 TK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU844199(NAD 83)
 TK0092_MARKER: DB = BENCH MARK DISK
 TK0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0092_STAMPING: C 275 1935
 TK0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0092+STABILITY: SURFACE MOTION
 TK0092
 TK0092  HISTORY     - Date     Condition        Report By
 TK0092  HISTORY     - 1935     MONUMENTED       CGS
 TK0092  HISTORY     - 1948     GOOD             NGS
 TK0092
 TK0092                          STATION DESCRIPTION
 TK0092
 TK0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TK0092'2.1 MI SE FROM LODGEPOLE.
 TK0092'2.1 MILES SOUTHEAST ALONG THE ZORTMAN ROAD FROM THE STONE CHURCH AT
 TK0092'LODGEPOLE, 165.0 FEET SOUTHWEST OF THE CENTER OF A ROAD JUNCTION, 81.2
 TK0092'FEET NORTHWEST OF A FORD WHERE THE ROAD TO ZORTMAN CROSSES A CREEK,
 TK0092'63.6 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST,
 TK0092'48.4 FEET WEST OF THE CENTER LINE OF THE ZORTMAN ROAD, SET IN THE TOP
 TK0092'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0033 ***********************************************************************
 TK0033  DESIGNATION -  C 276
 TK0033  PID         -  TK0033
 TK0033  STATE/COUNTY-  MT/BLAINE
 TK0033  USGS QUAD   -  BALL COULEE (1971)
 TK0033
 TK0033                         *CURRENT SURVEY CONTROL
 TK0033  ___________________________________________________________________
 TK0033* NAD 83(1986)-  48 03 06.     (N)    108 25 25.     (W)     SCALED    
 TK0033* NAVD 88     -       924.910  (meters)    3034.48   (feet)  POSTED    
 TK0033  ___________________________________________________________________
 TK0033  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 TK0033  DYNAMIC HT  -         924.930 (meters)    3034.54  (feet)  COMP
 TK0033  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 TK0033
 TK0033  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TK0033
 TK0033.The horizontal coordinates were scaled from a topographic map and have
 TK0033.an estimated accuracy of +/- 6 seconds.
 TK0033
 TK0033.The orthometric height was determined by differential leveling
 TK0033.and adjusted by the National Geodetic Survey in 1992..
 TK0033.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TK0033.rate of 4.1 thru 8.0 mm/km.
 TK0033
 TK0033.The geoid height was determined by GEOID03.
 TK0033
 TK0033.The dynamic height is computed by dividing the NAVD 88
 TK0033.geopotential number by the normal gravity value computed on the
 TK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0033.degrees latitude (g = 980.6199 gals.).
 TK0033
 TK0033.The modeled gravity was interpolated from observed gravity values.
 TK0033
 TK0033;                    North         East    Units  Estimated Accuracy
 TK0033;SPC MT       -   422,990.      680,210.      MT  (+/- 180 meters Scaled)
 TK0033
 TK0033                          SUPERSEDED SURVEY CONTROL
 TK0033
 TK0033  NGVD 29 (??/??/92)  924.090  (m)         3031.79   (f) ADJ UNCH    2 0
 TK0033
 TK0033.Superseded values are not recommended for survey control.
 TK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0033.See file dsdata.txt to determine how the superseded data were derived.
 TK0033
 TK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU919252(NAD 83)
 TK0033_MARKER: DB = BENCH MARK DISK
 TK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0033_STAMPING: C 276 1935
 TK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0033+STABILITY: SURFACE MOTION
 TK0033
 TK0033  HISTORY     - Date     Condition        Report By
 TK0033  HISTORY     - 1935     MONUMENTED       CGS
 TK0033  HISTORY     - 1948     GOOD             NGS
 TK0033
 TK0033                          STATION DESCRIPTION
 TK0033
 TK0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TK0033'6.2 MI NE FROM LODGEPOLE.
 TK0033'6.2 MILES NORTHEAST ALONG A DIRT ROAD LEADING TO BROOKSIDE SCHOOL FROM
 TK0033'THE STONE CHURCH AT LODGEPOLE, BLAINE COUNTY, 0.6 MILE NORTHEAST OF A
 TK0033'CATTLEGUARD, 0.1 MILE SOUTHWEST OF ANOTHER CATTLEGUARD, AND 102 FEET
 TK0033'SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C
 TK0033'276 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 TK0033'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0047 ***********************************************************************
 SR0047  DESIGNATION -  C 277
 SR0047  PID         -  SR0047
 SR0047  STATE/COUNTY-  MT/PHILLIPS
 SR0047  USGS QUAD   -  HANSON FLAT (1971)
 SR0047
 SR0047                         *CURRENT SURVEY CONTROL
 SR0047  ___________________________________________________________________
 SR0047* NAD 83(1986)-  47 35 24.     (N)    108 19 07.     (W)     SCALED    
 SR0047* NAVD 88     -       697.697  (meters)    2289.03   (feet)  ADJUSTED  
 SR0047  ___________________________________________________________________
 SR0047  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SR0047  DYNAMIC HT  -         697.716 (meters)    2289.09  (feet)  COMP
 SR0047  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 SR0047
 SR0047  VERT ORDER  -  SECOND    CLASS 0
 SR0047
 SR0047.The horizontal coordinates were scaled from a topographic map and have
 SR0047.an estimated accuracy of +/- 6 seconds.
 SR0047
 SR0047.The orthometric height was determined by differential leveling
 SR0047.and adjusted by the National Geodetic Survey in June 1991..
 SR0047
 SR0047.The geoid height was determined by GEOID03.
 SR0047
 SR0047.The dynamic height is computed by dividing the NAVD 88
 SR0047.geopotential number by the normal gravity value computed on the
 SR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0047.degrees latitude (g = 980.6199 gals.).
 SR0047
 SR0047.The modeled gravity was interpolated from observed gravity values.
 SR0047
 SR0047;                    North         East    Units  Estimated Accuracy
 SR0047;SPC MT       -   371,800.      688,810.      MT  (+/- 180 meters Scaled)
 SR0047
 SR0047                          SUPERSEDED SURVEY CONTROL
 SR0047
 SR0047  NGVD 29 (??/??/92)  696.960  (m)         2286.61   (f) ADJ UNCH    2 0
 SR0047
 SR0047.Superseded values are not recommended for survey control.
 SR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0047.See file dsdata.txt to determine how the superseded data were derived.
 SR0047
 SR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT015742(NAD 83)
 SR0047_MARKER: DB = BENCH MARK DISK
 SR0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0047_STAMPING: C 277 1935
 SR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0047+STABILITY: SURFACE MOTION
 SR0047
 SR0047  HISTORY     - Date     Condition        Report By
 SR0047  HISTORY     - 1935     MONUMENTED       CGS
 SR0047  HISTORY     - 1971     GOOD             USGS
 SR0047
 SR0047                          STATION DESCRIPTION
 SR0047
 SR0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SR0047'23.6 MI NE FROM WILDER.
 SR0047'BM IS 14 MILES SOUTH AND 14-3/4 MILES EAST OF THE JUNCTION OF US 191
 SR0047'AND MONTANA 376 (KNOWN AS DY JUNCTION). T 21N, R 26E IN SE QTR. OF
 SR0047'SEC. 12.  1 MILES W OF THE POINT WHERE SEVENMILE CREEK FLOWS INTO FORT
 SR0047'PECK RESERVOIR.  1/4 MILE SE OF A NEW BRIDGE OVER A WASH.  695 FEET
 SR0047'W-NW OF A CATTLE GAURD.  ABOUT 30 FEET EAST OF THE WASH AND 100 FEET W
 SR0047'OF THE ROAD.
 SR0047
 SR0047                          STATION RECOVERY (1971)
 SR0047
 SR0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SR0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0207 ***********************************************************************
 TK0207  DESIGNATION -  C 278
 TK0207  PID         -  TK0207
 TK0207  STATE/COUNTY-  MT/HILL
 TK0207  USGS QUAD   -  CEMENT HILL (1984)
 TK0207
 TK0207                         *CURRENT SURVEY CONTROL
 TK0207  ___________________________________________________________________
 TK0207* NAD 83(1986)-  48 27 34.     (N)    109 40 33.     (W)     SCALED    
 TK0207* NAVD 88     -       988.615  (meters)    3243.48   (feet)  ADJUSTED  
 TK0207  ___________________________________________________________________
 TK0207  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 TK0207  DYNAMIC HT  -         988.672 (meters)    3243.67  (feet)  COMP
 TK0207  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 TK0207
 TK0207  VERT ORDER  -  SECOND    CLASS 0
 TK0207
 TK0207.The horizontal coordinates were scaled from a topographic map and have
 TK0207.an estimated accuracy of +/- 6 seconds.
 TK0207
 TK0207.The orthometric height was determined by differential leveling
 TK0207.and adjusted by the National Geodetic Survey in June 1991..
 TK0207
 TK0207.The geoid height was determined by GEOID03.
 TK0207
 TK0207.The dynamic height is computed by dividing the NAVD 88
 TK0207.geopotential number by the normal gravity value computed on the
 TK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0207.degrees latitude (g = 980.6199 gals.).
 TK0207
 TK0207.The modeled gravity was interpolated from observed gravity values.
 TK0207
 TK0207;                    North         East    Units  Estimated Accuracy
 TK0207;SPC MT       -   467,780.      587,000.      MT  (+/- 180 meters Scaled)
 TK0207
 TK0207                          SUPERSEDED SURVEY CONTROL
 TK0207
 TK0207  NGVD 29 (??/??/92)  987.864  (m)         3241.02   (f) ADJ UNCH    2 0
 TK0207
 TK0207.Superseded values are not recommended for survey control.
 TK0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0207.See file dsdata.txt to determine how the superseded data were derived.
 TK0207
 TK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU978682(NAD 83)
 TK0207_MARKER: DB = BENCH MARK DISK
 TK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0207_STAMPING: C 278 1935
 TK0207_MARK LOGO: CGS   
 TK0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0207+STABILITY: SURFACE MOTION
 TK0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0207+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1996
 TK0207
 TK0207  HISTORY     - Date     Condition        Report By
 TK0207  HISTORY     - 1935     MONUMENTED       CGS
 TK0207  HISTORY     - 1953     GOOD             DOD
 TK0207  HISTORY     - 19960613 GOOD             MTDOT
 TK0207
 TK0207                          STATION DESCRIPTION
 TK0207
 TK0207'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TK0207'7.1 MI S FROM HAVRE.
 TK0207'7.1 MILES SOUTH ALONG THE WARRICK ROAD FROM THE GREAT NORTHERN RAILWAY
 TK0207'STATION AT HAVRE, HILL COUNTY, 500 FEET NORTHWEST OF A CURVE AND THE
 TK0207'CREST OF A RISE, 30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND
 TK0207'9 FEET NORTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 278
 TK0207'1935 AND SET IN THE TOP OF A CONCRETE POST.
 TK0207
 TK0207                          STATION RECOVERY (1996)
 TK0207
 TK0207'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0207'2.65 MI (4.26 KM) SOUTH ALONG STATE HIGHWAY 234 FROM THE JUNCTION WITH
 TK0207'U.S.  HIGHWAY 2, IN HAVRE, TO A ROAD LEFT, THEN 2.35 MI (3.78 KM)
 TK0207'SOUTH ALONG A GRAVEL ROAD KNOWN AS THE WARRICK ROAD TO THE MARK ON THE
 TK0207'LEFT AT AN ENTRANCE TO TWO FIELDS ABOUT 500 FT (152.4 M) NORTH OF A
 TK0207'CURVE, 30.0 FT (9.1 M) EAST OF THE CENTER OF THE ROAD, 8.0 FT (2.4 M)
 TK0207'EAST OF A FENCE CORNER, 3.0 FT (0.9 M) EAST OF A WITNESS POST AND 1.0
 TK0207'FT (0.3 M) SOUTH OF THE WEST POST OF A WIRE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0230 ***********************************************************************
 TK0230  DESIGNATION -  C 279
 TK0230  PID         -  TK0230
 TK0230  STATE/COUNTY-  MT/HILL
 TK0230  USGS QUAD   -  BIG JOHN BUTTE (1984)
 TK0230
 TK0230                         *CURRENT SURVEY CONTROL
 TK0230  ___________________________________________________________________
 TK0230* NAD 83(1986)-  48 10 11.     (N)    109 36 16.     (W)     SCALED    
 TK0230* NAVD 88     -      1562.054  (meters)    5124.84   (feet)  ADJUSTED  
 TK0230  ___________________________________________________________________
 TK0230  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 TK0230  DYNAMIC HT  -        1561.991 (meters)    5124.63  (feet)  COMP
 TK0230  MODELED GRAV-     980,513.9   (mgal)                       NAVD 88
 TK0230
 TK0230  VERT ORDER  -  SECOND    CLASS 0
 TK0230
 TK0230.The horizontal coordinates were scaled from a topographic map and have
 TK0230.an estimated accuracy of +/- 6 seconds.
 TK0230
 TK0230.The orthometric height was determined by differential leveling
 TK0230.and adjusted by the National Geodetic Survey in June 1991..
 TK0230
 TK0230.The geoid height was determined by GEOID03.
 TK0230
 TK0230.The dynamic height is computed by dividing the NAVD 88
 TK0230.geopotential number by the normal gravity value computed on the
 TK0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0230.degrees latitude (g = 980.6199 gals.).
 TK0230
 TK0230.The modeled gravity was interpolated from observed gravity values.
 TK0230
 TK0230;                    North         East    Units  Estimated Accuracy
 TK0230;SPC MT       -   435,570.      592,240.      MT  (+/- 180 meters Scaled)
 TK0230
 TK0230                          SUPERSEDED SURVEY CONTROL
 TK0230
 TK0230  NGVD 29 (??/??/92) 1561.177  (m)         5121.96   (f) ADJ UNCH    2 0
 TK0230
 TK0230.Superseded values are not recommended for survey control.
 TK0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0230.See file dsdata.txt to determine how the superseded data were derived.
 TK0230
 TK0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU037361(NAD 83)
 TK0230_MARKER: DB = BENCH MARK DISK
 TK0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0230_STAMPING: C 279 1935
 TK0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0230+STABILITY: SURFACE MOTION
 TK0230
 TK0230  HISTORY     - Date     Condition        Report By
 TK0230  HISTORY     - 1935     MONUMENTED       CGS
 TK0230  HISTORY     - 1957     GOOD             USGS
 TK0230
 TK0230                          STATION DESCRIPTION
 TK0230
 TK0230'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TK0230'8.0 MI N FROM WARRICK.
 TK0230'IN HILL COUNTY, 8.0 MILES NORTH ALONG THE HAVRE ROAD FROM THE JUNCTION
 TK0230'OF WARRICK-BIG SANDY ROAD AT WARRICK, CHOUTEAU COUNTY, NEAR A
 TK0230'CATTLEGUARD, 190 FEET NORTHWEST FROM THE CATTLEGUARD, AND 5 FEET NORTH
 TK0230'OF A FENCE.  A STANDARD DISK, STAMPED C 279 1935 AND SET IN THE TOP OF
 TK0230'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0049 ***********************************************************************
 RU0049  DESIGNATION -  C 28
 RU0049  PID         -  RU0049
 RU0049  STATE/COUNTY-  MT/ROSEBUD
 RU0049  USGS QUAD   -  ROSEBUD (1968)
 RU0049
 RU0049                         *CURRENT SURVEY CONTROL
 RU0049  ___________________________________________________________________
 RU0049* NAD 83(1986)-  46 16 26.     (N)    106 26 35.     (W)     SCALED    
 RU0049* NAVD 88     -       758.810  (meters)    2489.53   (feet)  POSTED    
 RU0049  ___________________________________________________________________
 RU0049  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 RU0049  DYNAMIC HT  -         758.740 (meters)    2489.30  (feet)  COMP
 RU0049  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 RU0049
 RU0049  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RU0049
 RU0049.The horizontal coordinates were scaled from a topographic map and have
 RU0049.an estimated accuracy of +/- 6 seconds.
 RU0049
 RU0049.The orthometric height was determined by differential leveling
 RU0049.and adjusted by the National Geodetic Survey in 1992..
 RU0049.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RU0049.rate of 4.1 thru 8.0 mm/km.
 RU0049
 RU0049.The geoid height was determined by GEOID03.
 RU0049
 RU0049.The dynamic height is computed by dividing the NAVD 88
 RU0049.geopotential number by the normal gravity value computed on the
 RU0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0049.degrees latitude (g = 980.6199 gals.).
 RU0049
 RU0049.The modeled gravity was interpolated from observed gravity values.
 RU0049
 RU0049;                    North         East    Units  Estimated Accuracy
 RU0049;SPC MT       -   229,500.      835,450.      MT  (+/- 180 meters Scaled)
 RU0049
 RU0049                          SUPERSEDED SURVEY CONTROL
 RU0049
 RU0049  NGVD 29 (??/??/92)  758.203  (m)         2487.54   (f) ADJ UNCH    1 2
 RU0049
 RU0049.Superseded values are not recommended for survey control.
 RU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0049.See file dsdata.txt to determine how the superseded data were derived.
 RU0049
 RU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM888254(NAD 83)
 RU0049_MARKER: DB = BENCH MARK DISK
 RU0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0049_STAMPING: C 28 1915 2487.603
 RU0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0049+STABILITY: SURFACE MOTION
 RU0049
 RU0049  HISTORY     - Date     Condition        Report By
 RU0049  HISTORY     - 1915     MONUMENTED       CGS
 RU0049  HISTORY     - 1960     GOOD             NGS
 RU0049  HISTORY     - 1968     GOOD             USGS
 RU0049  HISTORY     - 1981     MARK NOT FOUND   NGS
 RU0049
 RU0049                          STATION DESCRIPTION
 RU0049
 RU0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0049'IN ROSEBUD.
 RU0049'AT ROSEBUD, 132 FEET EAST AND ACROSS THE TRACK FROM THE SOUTH CORNER
 RU0049'OF THE NORTHERN PACIFIC RAILWAY STATION, IN SECTION 14, R 42 E, T 6 N,
 RU0049'94 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 19 FEET
 RU0049'NORTH OF THE NORTH CORNER OF THE SECTION HOUSE, 18 FEET NORTHWEST OF A
 RU0049'24-INCH COTTON WOOD TREE, 6 FEET SOUTH OF A FENCE CORNER, 0.5 FOOT
 RU0049'SOUTH OF A METAL FENCE POST, AND IN THE TOP OF A CONCRETE POST
 RU0049'PROJECTING 12 INCHES.  NOTE-- REPORTED STAMPED U 28 NOT C 28.
 RU0049
 RU0049                          STATION RECOVERY (1968)
 RU0049
 RU0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RU0049'RECOVERED IN GOOD CONDITION.
 RU0049
 RU0049                          STATION RECOVERY (1981)
 RU0049
 RU0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0049'NOTE=THERE IS NOW A BLADED ROAD AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0168 ***********************************************************************
 TK0168  DESIGNATION -  C 280
 TK0168  PID         -  TK0168
 TK0168  STATE/COUNTY-  MT/BLAINE
 TK0168  USGS QUAD   -  MILES BUTTE (1987)
 TK0168
 TK0168                         *CURRENT SURVEY CONTROL
 TK0168  ___________________________________________________________________
 TK0168* NAD 83(1986)-  48 17 09.     (N)    109 06 04.     (W)     SCALED    
 TK0168* NAVD 88     -      1039.271  (meters)    3409.67   (feet)  ADJUSTED  
 TK0168  ___________________________________________________________________
 TK0168  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 TK0168  DYNAMIC HT  -        1039.333 (meters)    3409.88  (feet)  COMP
 TK0168  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 TK0168
 TK0168  VERT ORDER  -  SECOND    CLASS 0
 TK0168
 TK0168.The horizontal coordinates were scaled from a topographic map and have
 TK0168.an estimated accuracy of +/- 6 seconds.
 TK0168
 TK0168.The orthometric height was determined by differential leveling
 TK0168.and adjusted by the National Geodetic Survey in June 1991..
 TK0168
 TK0168.The geoid height was determined by GEOID03.
 TK0168
 TK0168.The dynamic height is computed by dividing the NAVD 88
 TK0168.geopotential number by the normal gravity value computed on the
 TK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0168.degrees latitude (g = 980.6199 gals.).
 TK0168
 TK0168.The modeled gravity was interpolated from observed gravity values.
 TK0168
 TK0168;                    North         East    Units  Estimated Accuracy
 TK0168;SPC MT       -   448,540.      629,590.      MT  (+/- 180 meters Scaled)
 TK0168
 TK0168                          SUPERSEDED SURVEY CONTROL
 TK0168
 TK0168  NGVD 29 (??/??/92) 1038.470  (m)         3407.05   (f) ADJ UNCH    2 0
 TK0168
 TK0168.Superseded values are not recommended for survey control.
 TK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0168.See file dsdata.txt to determine how the superseded data were derived.
 TK0168
 TK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU408498(NAD 83)
 TK0168_MARKER: DB = BENCH MARK DISK
 TK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0168_STAMPING: C 280 1935
 TK0168_MARK LOGO: CGS   
 TK0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0168+STABILITY: SURFACE MOTION
 TK0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0168+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1996
 TK0168
 TK0168  HISTORY     - Date     Condition        Report By
 TK0168  HISTORY     - 1935     MONUMENTED       CGS
 TK0168  HISTORY     - 19960510 GOOD             MTDOT
 TK0168
 TK0168                          STATION DESCRIPTION
 TK0168
 TK0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0168'3.2 MI E FROM CLEVELAND.
 TK0168'3.2 MILES EAST ALONG THE CHINOOK ROAD FROM CLEVELAND, BLAINE COUNTY,
 TK0168'2.0 MILES SOUTHWEST OF THE JUNCTION OF THE HAYS ROAD AT THE JUNCTION
 TK0168'OF A T-ROAD LEADING NORTHWEST, 90 FEET NORTH OF THE CENTERLINE OF THE
 TK0168'ROAD, 33 FEET EAST OF THE CENTER OF A GATE, AND AT A FENCE.  A
 TK0168'STANDARD DISK, STAMPED C 280 1935 AND SET IN THE TOP OF A CONCRETE
 TK0168'POST.
 TK0168
 TK0168                          STATION RECOVERY (1996)
 TK0168
 TK0168'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0168'2.7 MI (4.3 KM) NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 TK0168'STATE HIGHWAY 240, IN CLEVELAND, WHICH IS ABOUT 25 MI (40.2 KM) SOUTH
 TK0168'OF CHINOOK, TO A ROAD ON THE LEFT LEADING TO A RANCH AND THE STATION
 TK0168'ON THE LEFT, 90.0 FT (27.4 M) NORTH OF THE CENTER OF THE GRAVEL ROAD,
 TK0168'70.0 FT (21.3 M) EAST OF THE CENTER OF THE RANCH ROAD AND 1.3 FT (0.4
 TK0168'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0193 ***********************************************************************
 TK0193  DESIGNATION -  C 281
 TK0193  PID         -  TK0193
 TK0193  STATE/COUNTY-  MT/BLAINE
 TK0193  USGS QUAD   -  WILLIAMSON BUTTE (1987)
 TK0193
 TK0193                         *CURRENT SURVEY CONTROL
 TK0193  ___________________________________________________________________
 TK0193* NAD 83(1986)-  48 05 07.     (N)    109 18 55.     (W)     SCALED    
 TK0193* NAVD 88     -      1153.600  (meters)    3784.77   (feet)  ADJUSTED  
 TK0193  ___________________________________________________________________
 TK0193  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 TK0193  DYNAMIC HT  -        1153.600 (meters)    3784.77  (feet)  COMP
 TK0193  MODELED GRAV-     980,571.1   (mgal)                       NAVD 88
 TK0193
 TK0193  VERT ORDER  -  SECOND    CLASS 0
 TK0193
 TK0193.The horizontal coordinates were scaled from a topographic map and have
 TK0193.an estimated accuracy of +/- 6 seconds.
 TK0193
 TK0193.The orthometric height was determined by differential leveling
 TK0193.and adjusted by the National Geodetic Survey in June 1991..
 TK0193
 TK0193.The geoid height was determined by GEOID03.
 TK0193
 TK0193.The dynamic height is computed by dividing the NAVD 88
 TK0193.geopotential number by the normal gravity value computed on the
 TK0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0193.degrees latitude (g = 980.6199 gals.).
 TK0193
 TK0193.The modeled gravity was interpolated from observed gravity values.
 TK0193
 TK0193;                    North         East    Units  Estimated Accuracy
 TK0193;SPC MT       -   426,190.      613,760.      MT  (+/- 180 meters Scaled)
 TK0193
 TK0193                          SUPERSEDED SURVEY CONTROL
 TK0193
 TK0193  NGVD 29 (??/??/92) 1152.761  (m)         3782.02   (f) ADJ UNCH    2 0
 TK0193
 TK0193.Superseded values are not recommended for survey control.
 TK0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0193.See file dsdata.txt to determine how the superseded data were derived.
 TK0193
 TK0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU254271(NAD 83)
 TK0193_MARKER: DB = BENCH MARK DISK
 TK0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0193_STAMPING: C 281 1935
 TK0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0193+STABILITY: SURFACE MOTION
 TK0193
 TK0193  HISTORY     - Date     Condition        Report By
 TK0193  HISTORY     - 1935     MONUMENTED       CGS
 TK0193  HISTORY     - 1955     GOOD             USGS
 TK0193
 TK0193                          STATION DESCRIPTION
 TK0193
 TK0193'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0193'22.1 MI SW FROM CLEVELAND.
 TK0193'22.1 MILES SOUTHWEST ALONG THE LEROY ROAD FROM THE JUNCTION OF THE
 TK0193'CHINOOK ROAD AT CLEVELAND, BLAINE COUNTY, 0.2 MILE SOUTH OF A BRIDGE,
 TK0193'0.1 MILE SOUTH OF THE CREST OF A HILL, AT THE JUNCTION OF A T-ROAD
 TK0193'LEADING EAST TO A RANCH, 0.3 MILES WEST ALONG A RANCH ROAD, 45 FEET
 TK0193'EAST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD, 15 FEET
 TK0193'SOUTH OF THE CENTER OF A GATE AND AT A FENCE.  A STANDARD DISK,
 TK0193'STAMPED C 281 1935  AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0265 ***********************************************************************
 TH0265  DESIGNATION -  C 286
 TH0265  PID         -  TH0265
 TH0265  STATE/COUNTY-  MT/ROOSEVELT
 TH0265  USGS QUAD   -  WINDY BUTTE (1983)
 TH0265
 TH0265                         *CURRENT SURVEY CONTROL
 TH0265  ___________________________________________________________________
 TH0265* NAD 83(1986)-  48 29 31.     (N)    105 19 20.     (W)     SCALED    
 TH0265* NAVD 88     -       661.735  (meters)    2171.04   (feet)  ADJUSTED  
 TH0265  ___________________________________________________________________
 TH0265  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TH0265  DYNAMIC HT  -         661.829 (meters)    2171.35  (feet)  COMP
 TH0265  MODELED GRAV-     980,730.9   (mgal)                       NAVD 88
 TH0265
 TH0265  VERT ORDER  -  SECOND    CLASS 0
 TH0265
 TH0265.The horizontal coordinates were scaled from a topographic map and have
 TH0265.an estimated accuracy of +/- 6 seconds.
 TH0265
 TH0265.The orthometric height was determined by differential leveling
 TH0265.and adjusted by the National Geodetic Survey in June 1991..
 TH0265
 TH0265.The geoid height was determined by GEOID03.
 TH0265
 TH0265.The dynamic height is computed by dividing the NAVD 88
 TH0265.geopotential number by the normal gravity value computed on the
 TH0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0265.degrees latitude (g = 980.6199 gals.).
 TH0265
 TH0265.The modeled gravity was interpolated from observed gravity values.
 TH0265
 TH0265;                    North         East    Units  Estimated Accuracy
 TH0265;SPC MT       -   479,610.      908,560.      MT  (+/- 180 meters Scaled)
 TH0265
 TH0265                          SUPERSEDED SURVEY CONTROL
 TH0265
 TH0265  NGVD 29 (??/??/92)  661.165  (m)         2169.17   (f) ADJ UNCH    2 0
 TH0265
 TH0265.Superseded values are not recommended for survey control.
 TH0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0265.See file dsdata.txt to determine how the superseded data were derived.
 TH0265
 TH0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP761710(NAD 83)
 TH0265_MARKER: DB = BENCH MARK DISK
 TH0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0265_STAMPING: C-286 1935
 TH0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0265+STABILITY: SURFACE MOTION
 TH0265
 TH0265  HISTORY     - Date     Condition        Report By
 TH0265  HISTORY     - 1935     MONUMENTED       CGS
 TH0265
 TH0265                          STATION DESCRIPTION
 TH0265
 TH0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0265'28.2 MI SE FROM SCOBEY.
 TH0265'ALONG ROADS TO A T-ROAD NORTH, AT THE SOUTHEAST OF S.27, T.32, R.49,
 TH0265'SET 75 FEET WEST OF THE CENTERLINE OF THE T-ROAD, 29 FEET NORTH OF THE
 TH0265'CENTERLINE OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF THE LINE FENCE, AT
 TH0265'ROAD LEVEL.  1 MILE WEST, ALONG THE ROAD FROM B.286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0162 ***********************************************************************
 RT0162  DESIGNATION -  C 29
 RT0162  PID         -  RT0162
 RT0162  STATE/COUNTY-  MT/PRAIRIE
 RT0162  USGS QUAD   -  FALLON SW (1983)
 RT0162
 RT0162                         *CURRENT SURVEY CONTROL
 RT0162  ___________________________________________________________________
 RT0162* NAD 83(1986)-  46 47 47.     (N)    105 14 42.     (W)     SCALED    
 RT0162* NAVD 88     -       676.305  (meters)    2218.84   (feet)  ADJUSTED  
 RT0162  ___________________________________________________________________
 RT0162  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 RT0162  DYNAMIC HT  -         676.292 (meters)    2218.80  (feet)  COMP
 RT0162  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 RT0162
 RT0162  VERT ORDER  -  FIRST     CLASS II
 RT0162
 RT0162.The horizontal coordinates were scaled from a topographic map and have
 RT0162.an estimated accuracy of +/- 6 seconds.
 RT0162
 RT0162.The orthometric height was determined by differential leveling
 RT0162.and adjusted by the National Geodetic Survey in June 1991..
 RT0162.WARNING-Repeat measurements at this control monument indicate possible
 RT0162.vertical movement.
 RT0162
 RT0162.The geoid height was determined by GEOID03.
 RT0162
 RT0162.The dynamic height is computed by dividing the NAVD 88
 RT0162.geopotential number by the normal gravity value computed on the
 RT0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0162.degrees latitude (g = 980.6199 gals.).
 RT0162
 RT0162.The modeled gravity was interpolated from observed gravity values.
 RT0162
 RT0162;                    North         East    Units  Estimated Accuracy
 RT0162;SPC MT       -   291,770.      924,490.      MT  (+/- 180 meters Scaled)
 RT0162
 RT0162                          SUPERSEDED SURVEY CONTROL
 RT0162
 RT0162  NGVD 29 (??/??/92)  675.763  (m)         2217.07   (f) ADJ UNCH    1 2
 RT0162
 RT0162.Superseded values are not recommended for survey control.
 RT0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0162.See file dsdata.txt to determine how the superseded data were derived.
 RT0162
 RT0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM813825(NAD 83)
 RT0162_MARKER: DB = BENCH MARK DISK
 RT0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0162_SP_SET: ABUTMENT
 RT0162_STAMPING: C 29 2217.066
 RT0162_MARK LOGO: CGS   
 RT0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0162
 RT0162  HISTORY     - Date     Condition        Report By
 RT0162  HISTORY     - UNK      MONUMENTED       CGS
 RT0162  HISTORY     - 1960     GOOD             NGS
 RT0162  HISTORY     - 1981     GOOD             NGS
 RT0162
 RT0162                          STATION DESCRIPTION
 RT0162
 RT0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0162'3.15 MI E FROM TERRY.
 RT0162'3.15 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0162'TERRY, 1 POLE WEST OF MILEPOST 36, IN SECTION 13, R 51 E, T 12 N, SET
 RT0162'IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST WINGWALL OF THE
 RT0162'SOUTHEAST ABUTMENT OF THE OVERHEAD CROSSING OF THE CHICAGO, MILWAUKEE
 RT0162'ST. PAUL AND PACIFIC RAILROAD, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 RT0162'OF THE NORTHERN PACIFIC RAILWAY, AND ABOUT 5 FEET ABOVE THE NORTHERN
 RT0162'PACIFIC RAILWAY TRACK.
 RT0162
 RT0162                          STATION RECOVERY (1981)
 RT0162
 RT0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0225 ***********************************************************************
 TJ0225  DESIGNATION -  C 292
 TJ0225  PID         -  TJ0225
 TJ0225  STATE/COUNTY-  MT/VALLEY
 TJ0225  USGS QUAD   -  BLANCHARD RANCH (1958)
 TJ0225
 TJ0225                         *CURRENT SURVEY CONTROL
 TJ0225  ___________________________________________________________________
 TJ0225* NAD 83(1986)-  48 01 49.     (N)    106 38 26.     (W)     SCALED    
 TJ0225* NAVD 88     -       667.705  (meters)    2190.63   (feet)  ADJUSTED  
 TJ0225  ___________________________________________________________________
 TJ0225  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 TJ0225  DYNAMIC HT  -         667.772 (meters)    2190.85  (feet)  COMP
 TJ0225  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 TJ0225
 TJ0225  VERT ORDER  -  SECOND    CLASS 0
 TJ0225
 TJ0225.The horizontal coordinates were scaled from a topographic map and have
 TJ0225.an estimated accuracy of +/- 6 seconds.
 TJ0225
 TJ0225.The orthometric height was determined by differential leveling
 TJ0225.and adjusted by the National Geodetic Survey in June 1991..
 TJ0225
 TJ0225.The geoid height was determined by GEOID03.
 TJ0225
 TJ0225.The dynamic height is computed by dividing the NAVD 88
 TJ0225.geopotential number by the normal gravity value computed on the
 TJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0225.degrees latitude (g = 980.6199 gals.).
 TJ0225
 TJ0225.The modeled gravity was interpolated from observed gravity values.
 TJ0225
 TJ0225;                    North         East    Units  Estimated Accuracy
 TJ0225;SPC MT       -   423,950.      813,120.      MT  (+/- 180 meters Scaled)
 TJ0225
 TJ0225                          SUPERSEDED SURVEY CONTROL
 TJ0225
 TJ0225  NGVD 29 (??/??/92)  667.088  (m)         2188.60   (f) ADJ UNCH    2 0
 TJ0225
 TJ0225.Superseded values are not recommended for survey control.
 TJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0225.See file dsdata.txt to determine how the superseded data were derived.
 TJ0225
 TJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP776209(NAD 83)
 TJ0225_MARKER: DB = BENCH MARK DISK
 TJ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0225_STAMPING: C 292 1935
 TJ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0225+STABILITY: SURFACE MOTION
 TJ0225
 TJ0225  HISTORY     - Date     Condition        Report By
 TJ0225  HISTORY     - 1935     MONUMENTED       CGS
 TJ0225  HISTORY     - 1948     GOOD             NGS
 TJ0225
 TJ0225                          STATION DESCRIPTION
 TJ0225
 TJ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0225'14.5 MI SSE FROM GLASGOW.
 TJ0225'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TJ0225'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 TJ0225'ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD, AT THE SOUTHEAST
 TJ0225'CORNER OF SECTION 2, T. 26 N., R. 39 E., 29.0 FEET NORTH OF THE CENTER
 TJ0225'LINE OF THE ROAD, 12.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 TJ0225'(WIRE GATE ACROSS ROAD), 1.8 FEET SOUTH OF A FENCE, 1.7 FEET EAST OF A
 TJ0225'REFERENCE POST, IN LINE WITH A FENCE LINE LEADING SOUTH, AND SET IN
 TJ0225'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0306 ***********************************************************************
 RV0306  DESIGNATION -  C 293
 RV0306  PID         -  RV0306
 RV0306  STATE/COUNTY-  MT/WHEATLAND
 RV0306  USGS QUAD   -  HARLOWTON (1986)
 RV0306
 RV0306                         *CURRENT SURVEY CONTROL
 RV0306  ___________________________________________________________________
 RV0306* NAD 83(1986)-  46 25 28.     (N)    109 46 51.     (W)     SCALED    
 RV0306* NAVD 88     -      1263.096  (meters)    4144.01   (feet)  ADJUSTED  
 RV0306  ___________________________________________________________________
 RV0306  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 RV0306  DYNAMIC HT  -        1262.835 (meters)    4143.15  (feet)  COMP
 RV0306  MODELED GRAV-     980,364.0   (mgal)                       NAVD 88
 RV0306
 RV0306  VERT ORDER  -  FIRST     CLASS II
 RV0306
 RV0306.The horizontal coordinates were scaled from a topographic map and have
 RV0306.an estimated accuracy of +/- 6 seconds.
 RV0306
 RV0306.The orthometric height was determined by differential leveling
 RV0306.and adjusted by the National Geodetic Survey in June 1991..
 RV0306
 RV0306.The geoid height was determined by GEOID03.
 RV0306
 RV0306.The dynamic height is computed by dividing the NAVD 88
 RV0306.geopotential number by the normal gravity value computed on the
 RV0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0306.degrees latitude (g = 980.6199 gals.).
 RV0306
 RV0306.The modeled gravity was interpolated from observed gravity values.
 RV0306
 RV0306;                    North         East    Units  Estimated Accuracy
 RV0306;SPC MT       -   241,670.      578,430.      MT  (+/- 180 meters Scaled)
 RV0306
 RV0306                          SUPERSEDED SURVEY CONTROL
 RV0306
 RV0306  NGVD 29 (??/??/92) 1262.166  (m)         4140.96   (f) ADJ UNCH    1 2
 RV0306
 RV0306.Superseded values are not recommended for survey control.
 RV0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0306.See file dsdata.txt to determine how the superseded data were derived.
 RV0306
 RV0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS936419(NAD 83)
 RV0306_MARKER: DB = BENCH MARK DISK
 RV0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0306_STAMPING: C 293 1961
 RV0306_MARK LOGO: CGS   
 RV0306_PROJECTION: PROJECTING 8 CENTIMETERS
 RV0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0306+STABILITY: SURFACE MOTION
 RV0306
 RV0306  HISTORY     - Date     Condition        Report By
 RV0306  HISTORY     - 1961     MONUMENTED       CGS
 RV0306  HISTORY     - 1980     GOOD             NGS
 RV0306
 RV0306                          STATION DESCRIPTION
 RV0306
 RV0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0306'2.9 MI SE FROM HARLOWTON.
 RV0306'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURT HOUSE AT
 RV0306'HARLOWTON, 0.1 MILE WEST OF A NORTH-SOUTH FENCE LINE, AT THE EAST END
 RV0306'OF AN EAST-NORTHWEST CURVE, 38 FEET SOUTH OF THE CENTER LINE OF THE
 RV0306'HIGHWAY, 5 FEET NORTH OF A POWER LINE POLE, 2 FEET NORTH OF A FENCE,
 RV0306'1.9 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 RV0306'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RV0306'GROUND.
 RV0306
 RV0306                          STATION RECOVERY (1980)
 RV0306
 RV0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0306'4.7 KM (2.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE
 RV0306'IN HARLOWTON, 24.4 METERS (80.0 FT) SOUTH OF THE CENTERLINE OF THE
 RV0306'HIGHWAY, 1.5 METERS (5.0 FT) NORTH OF A UTILITY POLE AND 0.6 METER
 RV0306'(2.0 FT) NORTH OF A FENCE.
 RV0306'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 RV0306'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0344 ***********************************************************************
 RV0344  DESIGNATION -  C 294
 RV0344  PID         -  RV0344
 RV0344  STATE/COUNTY-  MT/WHEATLAND
 RV0344  USGS QUAD   -  HEDGESVILLE (1986)
 RV0344
 RV0344                         *CURRENT SURVEY CONTROL
 RV0344  ___________________________________________________________________
 RV0344* NAD 83(1986)-  46 26 46.     (N)    109 30 36.     (W)     SCALED    
 RV0344* NAVD 88     -      1257.488  (meters)    4125.61   (feet)  ADJUSTED  
 RV0344  ___________________________________________________________________
 RV0344  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 RV0344  DYNAMIC HT  -        1257.244 (meters)    4124.81  (feet)  COMP
 RV0344  MODELED GRAV-     980,376.8   (mgal)                       NAVD 88
 RV0344
 RV0344  VERT ORDER  -  SECOND    CLASS 0
 RV0344
 RV0344.The horizontal coordinates were scaled from a topographic map and have
 RV0344.an estimated accuracy of +/- 6 seconds.
 RV0344
 RV0344.The orthometric height was determined by differential leveling
 RV0344.and adjusted by the National Geodetic Survey in June 1991..
 RV0344
 RV0344.The geoid height was determined by GEOID03.
 RV0344
 RV0344.The dynamic height is computed by dividing the NAVD 88
 RV0344.geopotential number by the normal gravity value computed on the
 RV0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0344.degrees latitude (g = 980.6199 gals.).
 RV0344
 RV0344.The modeled gravity was interpolated from observed gravity values.
 RV0344
 RV0344;                    North         East    Units  Estimated Accuracy
 RV0344;SPC MT       -   244,040.      599,230.      MT  (+/- 180 meters Scaled)
 RV0344
 RV0344                          SUPERSEDED SURVEY CONTROL
 RV0344
 RV0344  NGVD 29 (??/??/92) 1256.587  (m)         4122.65   (f) ADJ UNCH    2 0
 RV0344
 RV0344.Superseded values are not recommended for survey control.
 RV0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0344.See file dsdata.txt to determine how the superseded data were derived.
 RV0344
 RV0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS144446(NAD 83)
 RV0344_MARKER: DB = BENCH MARK DISK
 RV0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0344_STAMPING: C 294 1961
 RV0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0344+STABILITY: SURFACE MOTION
 RV0344
 RV0344  HISTORY     - Date     Condition        Report By
 RV0344  HISTORY     - 1961     MONUMENTED       CGS
 RV0344
 RV0344                          STATION DESCRIPTION
 RV0344
 RV0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0344'0.7 MI S FROM HEDGESVILLE.
 RV0344'0.7 MILE SOUTH ALONG SHAWMUT ROAD FROM THE CROSSING OF THE GREAT
 RV0344'NORTHERN RAILWAY AT HEDGESVILLE, AT A CURVE, 132 FEET SOUTH OF THE
 RV0344'CENTER LINE OF THE ROAD, 2 1/2 FEET WEST OF A TELEPHONE POLE, 5.4 FEET
 RV0344'NORTH OF A FENCE, 2.1 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 RV0344'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RV0344'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0505 ***********************************************************************
 RV0505  DESIGNATION -  C 295
 RV0505  PID         -  RV0505
 RV0505  STATE/COUNTY-  MT/WHEATLAND
 RV0505  USGS QUAD   -  ELEPHANT ROCKS (1986)
 RV0505
 RV0505                         *CURRENT SURVEY CONTROL
 RV0505  ___________________________________________________________________
 RV0505* NAD 83(1986)-  46 40 44.     (N)    109 40 38.     (W)     SCALED    
 RV0505* NAVD 88     -      1432.076  (meters)    4698.40   (feet)  ADJUSTED  
 RV0505  ___________________________________________________________________
 RV0505  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 RV0505  DYNAMIC HT  -        1431.782 (meters)    4697.44  (feet)  COMP
 RV0505  MODELED GRAV-     980,357.7   (mgal)                       NAVD 88
 RV0505
 RV0505  VERT ORDER  -  SECOND    CLASS 0
 RV0505
 RV0505.The horizontal coordinates were scaled from a topographic map and have
 RV0505.an estimated accuracy of +/- 6 seconds.
 RV0505
 RV0505.The orthometric height was determined by differential leveling
 RV0505.and adjusted by the National Geodetic Survey in June 1991..
 RV0505
 RV0505.The geoid height was determined by GEOID03.
 RV0505
 RV0505.The dynamic height is computed by dividing the NAVD 88
 RV0505.geopotential number by the normal gravity value computed on the
 RV0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0505.degrees latitude (g = 980.6199 gals.).
 RV0505
 RV0505.The modeled gravity was interpolated from observed gravity values.
 RV0505
 RV0505;                    North         East    Units  Estimated Accuracy
 RV0505;SPC MT       -   269,920.      586,450.      MT  (+/- 180 meters Scaled)
 RV0505
 RV0505                          SUPERSEDED SURVEY CONTROL
 RV0505
 RV0505  NGVD 29 (??/??/92) 1431.100  (m)         4695.20   (f) ADJ UNCH    2 0
 RV0505
 RV0505.Superseded values are not recommended for survey control.
 RV0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0505.See file dsdata.txt to determine how the superseded data were derived.
 RV0505
 RV0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS011703(NAD 83)
 RV0505_MARKER: DB = BENCH MARK DISK
 RV0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0505_STAMPING: C 295 1961
 RV0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0505+STABILITY: SURFACE MOTION
 RV0505
 RV0505  HISTORY     - Date     Condition        Report By
 RV0505  HISTORY     - 1961     MONUMENTED       CGS
 RV0505
 RV0505                          STATION DESCRIPTION
 RV0505
 RV0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0505'3.6 MI E FROM JUFITH GAP.
 RV0505'ABOUT 3.6 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0505'GAP, 0.1 MILE EAST OF A LARGE PIPE CULVERT AND THE FOOT OF GRADES, 58
 RV0505'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 86 FEET EAST OF A TELEPHONE
 RV0505'POLE, 15 FEET EAST OF A FENCE CORNER AND JOG IN THE FENCE LINE, 2.0
 RV0505'FEET WEST OF A WITNESS POST, 1.4 FEET SOUTH OF FENCE LINE, ABOUT 5
 RV0505'FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 RV0505'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0414 ***********************************************************************
 RV0414  DESIGNATION -  C 296
 RV0414  PID         -  RV0414
 RV0414  STATE/COUNTY-  MT/WHEATLAND
 RV0414  USGS QUAD   -  JUDITH GAP (1995)
 RV0414
 RV0414                         *CURRENT SURVEY CONTROL
 RV0414  ___________________________________________________________________
 RV0414* NAD 83(1986)-  46 40 03.     (N)    109 49 00.     (W)     SCALED    
 RV0414* NAVD 88     -      1452.567  (meters)    4765.63   (feet)  ADJUSTED  
 RV0414  ___________________________________________________________________
 RV0414  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RV0414  DYNAMIC HT  -        1452.255 (meters)    4764.61  (feet)  COMP
 RV0414  MODELED GRAV-     980,347.5   (mgal)                       NAVD 88
 RV0414
 RV0414  VERT ORDER  -  SECOND    CLASS 0
 RV0414
 RV0414.The horizontal coordinates were scaled from a topographic map and have
 RV0414.an estimated accuracy of +/- 6 seconds.
 RV0414
 RV0414.The orthometric height was determined by differential leveling
 RV0414.and adjusted by the National Geodetic Survey in June 1991..
 RV0414
 RV0414.The geoid height was determined by GEOID03.
 RV0414
 RV0414.The dynamic height is computed by dividing the NAVD 88
 RV0414.geopotential number by the normal gravity value computed on the
 RV0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0414.degrees latitude (g = 980.6199 gals.).
 RV0414
 RV0414.The modeled gravity was interpolated from observed gravity values.
 RV0414
 RV0414;                    North         East    Units  Estimated Accuracy
 RV0414;SPC MT       -   268,690.      575,780.      MT  (+/- 180 meters Scaled)
 RV0414
 RV0414                          SUPERSEDED SURVEY CONTROL
 RV0414
 RV0414  NGVD 29 (??/??/92) 1451.580  (m)         4762.39   (f) ADJ UNCH    2 0
 RV0414
 RV0414.Superseded values are not recommended for survey control.
 RV0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0414.See file dsdata.txt to determine how the superseded data were derived.
 RV0414
 RV0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS905688(NAD 83)
 RV0414_MARKER: DB = BENCH MARK DISK
 RV0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0414_STAMPING: C 296 1961
 RV0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0414+STABILITY: SURFACE MOTION
 RV0414
 RV0414  HISTORY     - Date     Condition        Report By
 RV0414  HISTORY     - 1961     MONUMENTED       CGS
 RV0414
 RV0414                          STATION DESCRIPTION
 RV0414
 RV0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0414'3.3 MI SW FROM JUDITH GAP.
 RV0414'ABOUT 3.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0414'PACIFIC RAILROAD FROM THE STATION SIGN AT JUDITH GAP, 8 FEET SOUTH OF
 RV0414'MILE POLE 18, 32 FEET EAST OF THE EAST RAIL, 66 FEET WEST OF A FENCE,
 RV0414'2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK AND
 RV0414'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0531 ***********************************************************************
 RV0531  DESIGNATION -  C 297
 RV0531  PID         -  RV0531
 RV0531  STATE/COUNTY-  MT/WHEATLAND
 RV0531  USGS QUAD   -  OXFORD (1986)
 RV0531
 RV0531                         *CURRENT SURVEY CONTROL
 RV0531  ___________________________________________________________________
 RV0531* NAD 83(1986)-  46 31 04.     (N)    109 39 43.     (W)     SCALED    
 RV0531* NAVD 88     -      1297.220  (meters)    4255.96   (feet)  ADJUSTED  
 RV0531  ___________________________________________________________________
 RV0531  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 RV0531  DYNAMIC HT  -        1296.958 (meters)    4255.10  (feet)  COMP
 RV0531  MODELED GRAV-     980,366.9   (mgal)                       NAVD 88
 RV0531
 RV0531  VERT ORDER  -  SECOND    CLASS 0
 RV0531
 RV0531.The horizontal coordinates were scaled from a topographic map and have
 RV0531.an estimated accuracy of +/- 6 seconds.
 RV0531
 RV0531.The orthometric height was determined by differential leveling
 RV0531.and adjusted by the National Geodetic Survey in June 1991..
 RV0531
 RV0531.The geoid height was determined by GEOID03.
 RV0531
 RV0531.The dynamic height is computed by dividing the NAVD 88
 RV0531.geopotential number by the normal gravity value computed on the
 RV0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0531.degrees latitude (g = 980.6199 gals.).
 RV0531
 RV0531.The modeled gravity was interpolated from observed gravity values.
 RV0531
 RV0531;                    North         East    Units  Estimated Accuracy
 RV0531;SPC MT       -   252,020.      587,580.      MT  (+/- 180 meters Scaled)
 RV0531
 RV0531                          SUPERSEDED SURVEY CONTROL
 RV0531
 RV0531  NGVD 29 (??/??/92) 1296.293  (m)         4252.92   (f) ADJ UNCH    2 0
 RV0531
 RV0531.Superseded values are not recommended for survey control.
 RV0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0531.See file dsdata.txt to determine how the superseded data were derived.
 RV0531
 RV0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS026524(NAD 83)
 RV0531_MARKER: DB = BENCH MARK DISK
 RV0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0531_SP_SET: ROD
 RV0531_STAMPING: C 297 1961
 RV0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0531
 RV0531  HISTORY     - Date     Condition        Report By
 RV0531  HISTORY     - 1961     MONUMENTED       CGS
 RV0531
 RV0531                          STATION DESCRIPTION
 RV0531
 RV0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0531'12.8 MI NE FROM HARLOWTON.
 RV0531'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0531'HARLOWTON, THENCE 5.0 MILES EAST ALONG A GRAVEL ROAD, AT THE FOOT OF A
 RV0531'SMALL HILL, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET
 RV0531'EAST OF THE CENTER OF A GATE, 3 FEET SOUTH OF A FENCE, 1 1/2 FEET
 RV0531'SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, A DISK
 RV0531'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO
 RV0531'REFUSAL.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH TILE
 RV0531'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0623 ***********************************************************************
 PY0623  DESIGNATION -  C 298
 PY0623  PID         -  PY0623
 PY0623  STATE/COUNTY-  MT/BEAVERHEAD
 PY0623  USGS QUAD   -  UPPER RED ROCK LAKE (1988)
 PY0623
 PY0623                         *CURRENT SURVEY CONTROL
 PY0623  ___________________________________________________________________
 PY0623* NAD 83(1986)-  44 35 30.     (N)    111 42 00.     (W)     SCALED    
 PY0623* NAVD 88     -      2039.241  (meters)    6690.41   (feet)  POSTED    
 PY0623  ___________________________________________________________________
 PY0623  GEOID HEIGHT-          -9.00  (meters)                     GEOID03
 PY0623  DYNAMIC HT  -        2038.130 (meters)    6686.76  (feet)  COMP
 PY0623  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 PY0623
 PY0623  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0623
 PY0623.The horizontal coordinates were scaled from a topographic map and have
 PY0623.an estimated accuracy of +/- 6 seconds.
 PY0623
 PY0623.The orthometric height was determined by differential leveling
 PY0623.and adjusted by the National Geodetic Survey in 1992..
 PY0623.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0623.rate of 1.1 thru 2.0 mm/km.
 PY0623
 PY0623.The geoid height was determined by GEOID03.
 PY0623
 PY0623.The dynamic height is computed by dividing the NAVD 88
 PY0623.geopotential number by the normal gravity value computed on the
 PY0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0623.degrees latitude (g = 980.6199 gals.).
 PY0623
 PY0623.The modeled gravity was interpolated from observed gravity values.
 PY0623
 PY0623;                    North         East    Units  Estimated Accuracy
 PY0623;SPC MT       -    40,440.      425,290.      MT  (+/- 180 meters Scaled)
 PY0623
 PY0623                          SUPERSEDED SURVEY CONTROL
 PY0623
 PY0623  NGVD 29 (??/??/92) 2037.891  (m)         6685.98   (f) ADJ UNCH    1 2
 PY0623
 PY0623.Superseded values are not recommended for survey control.
 PY0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0623.See file dsdata.txt to determine how the superseded data were derived.
 PY0623
 PY0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ444378(NAD 83)
 PY0623_MARKER: DB = BENCH MARK DISK
 PY0623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0623_SP_SET: 7 FEET
 PY0623_STAMPING: C 298 1964
 PY0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0623
 PY0623  HISTORY     - Date     Condition        Report By
 PY0623  HISTORY     - 1964     MONUMENTED       CGS
 PY0623
 PY0623                          STATION DESCRIPTION
 PY0623
 PY0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0623'5.8 MI E FROM LAKEVIEW.
 PY0623'ABOUT 5.8 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE REFUGE
 PY0623'HEADQUARTERS AT LAKEVIEW, IN S 27, T 14 S, R 1 W, 23 FEET NORTH OF THE
 PY0623'CENTER LINE OF THE ROAD, 17 FEET WEST OF THE CENTER OF A WIRE GATE, 1
 PY0623'1/2 FEET SOUTH OF A FENCE, 0.9 FOOT NORTH OF A METAL WITNESS POST, A
 PY0623'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 PY0623'DEPTH OF 7 FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 6
 PY0623'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0041 ***********************************************************************
 PZ0041  DESIGNATION -  C 299
 PZ0041  PID         -  PZ0041
 PZ0041  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0041  USGS QUAD   -  CORRAL CREEK (1968)
 PZ0041
 PZ0041                         *CURRENT SURVEY CONTROL
 PZ0041  ___________________________________________________________________
 PZ0041* NAD 83(1986)-  44 35 48.     (N)    112 13 00.     (W)     SCALED    
 PZ0041* NAVD 88     -      2053.927  (meters)    6738.59   (feet)  ADJUSTED  
 PZ0041  ___________________________________________________________________
 PZ0041  GEOID HEIGHT-          -9.87  (meters)                     GEOID03
 PZ0041  DYNAMIC HT  -        2052.762 (meters)    6734.77  (feet)  COMP
 PZ0041  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 PZ0041
 PZ0041  VERT ORDER  -  FIRST     CLASS II
 PZ0041
 PZ0041.The horizontal coordinates were scaled from a topographic map and have
 PZ0041.an estimated accuracy of +/- 6 seconds.
 PZ0041
 PZ0041.The orthometric height was determined by differential leveling
 PZ0041.and adjusted by the National Geodetic Survey in June 1991..
 PZ0041
 PZ0041.The geoid height was determined by GEOID03.
 PZ0041
 PZ0041.The dynamic height is computed by dividing the NAVD 88
 PZ0041.geopotential number by the normal gravity value computed on the
 PZ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0041.degrees latitude (g = 980.6199 gals.).
 PZ0041
 PZ0041.The modeled gravity was interpolated from observed gravity values.
 PZ0041
 PZ0041;                    North         East    Units  Estimated Accuracy
 PZ0041;SPC MT       -    42,280.      384,290.      MT  (+/- 180 meters Scaled)
 PZ0041
 PZ0041                          SUPERSEDED SURVEY CONTROL
 PZ0041
 PZ0041  NGVD 29 (??/??/92) 2052.570  (m)         6734.14   (f) ADJ UNCH    1 2
 PZ0041
 PZ0041.Superseded values are not recommended for survey control.
 PZ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0041.See file dsdata.txt to determine how the superseded data were derived.
 PZ0041
 PZ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ034388(NAD 83)
 PZ0041_MARKER: DB = BENCH MARK DISK
 PZ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0041_STAMPING: C 299 1964
 PZ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0041+STABILITY: SURFACE MOTION
 PZ0041
 PZ0041  HISTORY     - Date     Condition        Report By
 PZ0041  HISTORY     - 1964     MONUMENTED       CGS
 PZ0041
 PZ0041                          STATION DESCRIPTION
 PZ0041
 PZ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0041'5.9 MI NE FROM MONIDA.
 PZ0041'5.9 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0041'RAILROAD STATION AT MONIDA, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION
 PZ0041'OF A ROAD LEADING NORTHWEST TO A RANCH HOUSE, ON THE OUTSIDE AND AT
 PZ0041'THE NORTHEAST END OF A CURVE IN THE ROAD, 40 FEET NORTHWEST OF THE
 PZ0041'CENTER LINE OF THE ROAD, 68 FEET SOUTHWEST OF THE CENTER OF A WIRE
 PZ0041'GATE, 1 1/2 FEET SOUTHEAST OF A FENCE LINE, 1.6 FEET NORTHEAST OF A
 PZ0041'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PZ0041'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0480 ***********************************************************************
 QY0480  DESIGNATION -  C 3
 QY0480  PID         -  QY0480
 QY0480  STATE/COUNTY-  MT/SILVER BOW
 QY0480  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0480
 QY0480                         *CURRENT SURVEY CONTROL
 QY0480  ___________________________________________________________________
 QY0480* NAD 83(1986)-  45 59 41.     (N)    112 33 32.     (W)     SCALED    
 QY0480* NAVD 88     -      1658.273  (meters)    5440.52   (feet)  POSTED    
 QY0480  ___________________________________________________________________
 QY0480  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 QY0480  DYNAMIC HT  -        1657.630 (meters)    5438.41  (feet)  COMP
 QY0480  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 QY0480
 QY0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0480
 QY0480.The horizontal coordinates were scaled from a topographic map and have
 QY0480.an estimated accuracy of +/- 6 seconds.
 QY0480
 QY0480.The orthometric height was determined by differential leveling
 QY0480.and adjusted by the National Geodetic Survey in 1992..
 QY0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0480.rate of 0.0 thru 1.0 mm/km.
 QY0480
 QY0480.The geoid height was determined by GEOID03.
 QY0480
 QY0480.The dynamic height is computed by dividing the NAVD 88
 QY0480.geopotential number by the normal gravity value computed on the
 QY0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0480.degrees latitude (g = 980.6199 gals.).
 QY0480
 QY0480.The modeled gravity was interpolated from observed gravity values.
 QY0480
 QY0480;                    North         East    Units  Estimated Accuracy
 QY0480;SPC MT       -   198,520.      363,190.      MT  (+/- 180 meters Scaled)
 QY0480
 QY0480                          SUPERSEDED SURVEY CONTROL
 QY0480
 QY0480.No superseded survey control is available for this station.
 QY0480
 QY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR792946(NAD 83)
 QY0480_MARKER: P = PIPE CAP
 QY0480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QY0480_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QY0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0480
 QY0480  HISTORY     - Date     Condition        Report By
 QY0480  HISTORY     - UNK      MONUMENTED       USGS
 QY0480  HISTORY     - 1931     GOOD             NGS
 QY0480  HISTORY     - 1961     MARK NOT FOUND   USGS
 QY0480
 QY0480                          STATION DESCRIPTION
 QY0480
 QY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 QY0480'1.67 MI SW FROM BUTTE.
 QY0480'ABOUT 1-2/3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 QY0480'THE STATION AT BUTTE, SILVER BOW COUNTY, 56 FEET SOUTH OF A ROAD
 QY0480'CROSSING, AT THE NORTHWEST CORNER OF THE GROUNDS OF THE COLORADO
 QY0480'SMELTER (NOW IN DISUSE), AND 2 FEET WEST OF AN 8-FOOT BOARD FENCE
 QY0480'SURROUNDING THE GROUNDS.  A STANDARD CAP, FASTENED ON THE TOP OF A
 QY0480'3-1/2-INCH IRON PIPE.
 QY0480
 QY0480                          STATION RECOVERY (1961)
 QY0480
 QY0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QY0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0746 ***********************************************************************
 SR0746  DESIGNATION -  C 3 W
 SR0746  PID         -  SR0746
 SR0746  STATE/COUNTY-  MT/JUDITH BASIN
 SR0746  USGS QUAD   -  BIG SPRING (1970)
 SR0746
 SR0746                         *CURRENT SURVEY CONTROL
 SR0746  ___________________________________________________________________
 SR0746* NAD 83(1986)-  47 11 20.     (N)    109 55 19.     (W)     SCALED    
 SR0746* NAVD 88     -      1163.830  (meters)    3818.33   (feet)  ADJUSTED  
 SR0746  ___________________________________________________________________
 SR0746  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SR0746  DYNAMIC HT  -        1163.702 (meters)    3817.91  (feet)  COMP
 SR0746  MODELED GRAV-     980,462.7   (mgal)                       NAVD 88
 SR0746
 SR0746  VERT ORDER  -  SECOND    CLASS 0
 SR0746
 SR0746.The horizontal coordinates were scaled from a topographic map and have
 SR0746.an estimated accuracy of +/- 6 seconds.
 SR0746
 SR0746.The orthometric height was determined by differential leveling
 SR0746.and adjusted by the National Geodetic Survey in June 1991..
 SR0746
 SR0746.The geoid height was determined by GEOID03.
 SR0746
 SR0746.The dynamic height is computed by dividing the NAVD 88
 SR0746.geopotential number by the normal gravity value computed on the
 SR0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0746.degrees latitude (g = 980.6199 gals.).
 SR0746
 SR0746.The modeled gravity was interpolated from observed gravity values.
 SR0746
 SR0746;                    North         East    Units  Estimated Accuracy
 SR0746;SPC MT       -   326,650.      568,040.      MT  (+/- 180 meters Scaled)
 SR0746
 SR0746                          SUPERSEDED SURVEY CONTROL
 SR0746
 SR0746  NGVD 29 (??/??/92) 1162.934  (m)         3815.39   (f) ADJ UNCH    2 0
 SR0746
 SR0746.Superseded values are not recommended for survey control.
 SR0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0746.See file dsdata.txt to determine how the superseded data were derived.
 SR0746
 SR0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT816267(NAD 83)
 SR0746_MARKER: DS = TRIANGULATION STATION DISK
 SR0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0746_STAMPING: C 3 W 1961
 SR0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0746+STABILITY: SURFACE MOTION
 SR0746
 SR0746  HISTORY     - Date     Condition        Report By
 SR0746  HISTORY     - 1961     MONUMENTED       CGS
 SR0746  HISTORY     - 1970     MARK NOT FOUND   USGS
 SR0746
 SR0746                          STATION DESCRIPTION
 SR0746
 SR0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0746'12.5 MI NE FROM BENCHLAND.
 SR0746'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0746'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0746'3.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.85 MILE NORTH ALONG A
 SR0746'GRAVELED ROAD, THENCE 0.9 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 SR0746'MILE NORTH ACROSS A FIELD, IN SECTION 34, T 17 N, R 14 E, 43 FEET EAST
 SR0746'OF C 3 W R.M. 2, 37 FEET WEST OF C 3 W R.M. 1, 3 FEET SOUTH OF A
 SR0746'FIELD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SR0746
 SR0746                          STATION RECOVERY (1970)
 SR0746
 SR0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SR0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0747 ***********************************************************************
 SR0747  DESIGNATION -  C 3 W RM 1
 SR0747  PID         -  SR0747
 SR0747  STATE/COUNTY-  MT/JUDITH BASIN
 SR0747  USGS QUAD   -  BIG SPRING (1970)
 SR0747
 SR0747                         *CURRENT SURVEY CONTROL
 SR0747  ___________________________________________________________________
 SR0747* NAD 83(1986)-  47 11 21.     (N)    109 55 18.     (W)     SCALED    
 SR0747* NAVD 88     -      1162.940  (meters)    3815.41   (feet)  ADJUSTED  
 SR0747  ___________________________________________________________________
 SR0747  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SR0747  DYNAMIC HT  -        1162.812 (meters)    3814.99  (feet)  COMP
 SR0747  MODELED GRAV-     980,462.8   (mgal)                       NAVD 88
 SR0747
 SR0747  VERT ORDER  -  SECOND    CLASS 0
 SR0747
 SR0747.The horizontal coordinates were scaled from a topographic map and have
 SR0747.an estimated accuracy of +/- 6 seconds.
 SR0747
 SR0747.The orthometric height was determined by differential leveling
 SR0747.and adjusted by the National Geodetic Survey in June 1991..
 SR0747
 SR0747.The geoid height was determined by GEOID03.
 SR0747
 SR0747.The dynamic height is computed by dividing the NAVD 88
 SR0747.geopotential number by the normal gravity value computed on the
 SR0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0747.degrees latitude (g = 980.6199 gals.).
 SR0747
 SR0747.The modeled gravity was interpolated from observed gravity values.
 SR0747
 SR0747;                    North         East    Units  Estimated Accuracy
 SR0747;SPC MT       -   326,680.      568,060.      MT  (+/- 180 meters Scaled)
 SR0747
 SR0747                          SUPERSEDED SURVEY CONTROL
 SR0747
 SR0747  NGVD 29 (??/??/92) 1162.044  (m)         3812.47   (f) ADJ UNCH    2 0
 SR0747
 SR0747.Superseded values are not recommended for survey control.
 SR0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0747.See file dsdata.txt to determine how the superseded data were derived.
 SR0747
 SR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT816267(NAD 83)
 SR0747_MARKER: DR = REFERENCE MARK DISK
 SR0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0747_STAMPING: C 3 W NO 1 1961
 SR0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0747+STABILITY: SURFACE MOTION
 SR0747
 SR0747  HISTORY     - Date     Condition        Report By
 SR0747  HISTORY     - 1961     MONUMENTED       CGS
 SR0747
 SR0747                          STATION DESCRIPTION
 SR0747
 SR0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0747'12.5 MI NE FROM BENCHLAND.
 SR0747'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0747'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0747'3.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.85 MILE NORTH ALONG A
 SR0747'GRAVELED ROAD, THENCE 0.9 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 SR0747'MILE NORTH ACROSS A FIELD, IN SECTION 34, T 17 N, R 14 E, 37 FEET EAST
 SR0747'OF C 3 W 1961, 3 FEET SOUTH OF A FIELD, AND SET IN THE TOP OF A
 SR0747'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0745 ***********************************************************************
 SR0745  DESIGNATION -  C 3 W RM 2
 SR0745  PID         -  SR0745
 SR0745  STATE/COUNTY-  MT/JUDITH BASIN
 SR0745  USGS QUAD   -  BIG SPRING (1970)
 SR0745
 SR0745                         *CURRENT SURVEY CONTROL
 SR0745  ___________________________________________________________________
 SR0745* NAD 83(1986)-  47 11 21.     (N)    109 55 20.     (W)     SCALED    
 SR0745* NAVD 88     -      1163.652  (meters)    3817.75   (feet)  ADJUSTED  
 SR0745  ___________________________________________________________________
 SR0745  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SR0745  DYNAMIC HT  -        1163.525 (meters)    3817.33  (feet)  COMP
 SR0745  MODELED GRAV-     980,462.8   (mgal)                       NAVD 88
 SR0745
 SR0745  VERT ORDER  -  SECOND    CLASS 0
 SR0745
 SR0745.The horizontal coordinates were scaled from a topographic map and have
 SR0745.an estimated accuracy of +/- 6 seconds.
 SR0745
 SR0745.The orthometric height was determined by differential leveling
 SR0745.and adjusted by the National Geodetic Survey in June 1991..
 SR0745
 SR0745.The geoid height was determined by GEOID03.
 SR0745
 SR0745.The dynamic height is computed by dividing the NAVD 88
 SR0745.geopotential number by the normal gravity value computed on the
 SR0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0745.degrees latitude (g = 980.6199 gals.).
 SR0745
 SR0745.The modeled gravity was interpolated from observed gravity values.
 SR0745
 SR0745;                    North         East    Units  Estimated Accuracy
 SR0745;SPC MT       -   326,680.      568,020.      MT  (+/- 180 meters Scaled)
 SR0745
 SR0745                          SUPERSEDED SURVEY CONTROL
 SR0745
 SR0745  NGVD 29 (??/??/92) 1162.756  (m)         3814.81   (f) ADJ UNCH    2 0
 SR0745
 SR0745.Superseded values are not recommended for survey control.
 SR0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0745.See file dsdata.txt to determine how the superseded data were derived.
 SR0745
 SR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT816267(NAD 83)
 SR0745_MARKER: DR = REFERENCE MARK DISK
 SR0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0745_STAMPING: C 3 W NO 2 1961
 SR0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0745+STABILITY: SURFACE MOTION
 SR0745
 SR0745  HISTORY     - Date     Condition        Report By
 SR0745  HISTORY     - 1961     MONUMENTED       CGS
 SR0745
 SR0745                          STATION DESCRIPTION
 SR0745
 SR0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0745'12.5 MI NE FROM BENCHLAND.
 SR0745'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0745'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0745'3.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.85 MILE NORTH ALONG A
 SR0745'GRAVELED ROAD, THENCE 0.9 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 SR0745'MILE NORTH ACROSS A FIELD, IN SECTION 34, T 17 N, R 14 E, 43.0 FEET
 SR0745'WEST OF C 3 W 1961, 3 FEET SOUTH OF A FIELD, AND SET IN THE TOP OF A
 SR0745'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0743 ***********************************************************************
 SR0743  DESIGNATION -  C 3 X
 SR0743  PID         -  SR0743
 SR0743  STATE/COUNTY-  MT/JUDITH BASIN
 SR0743  USGS QUAD   -  BIG SPRING (1970)
 SR0743
 SR0743                         *CURRENT SURVEY CONTROL
 SR0743  ___________________________________________________________________
 SR0743* NAD 83(1986)-  47 11 12.     (N)    109 55 49.     (W)     SCALED    
 SR0743* NAVD 88     -      1162.755  (meters)    3814.81   (feet)  ADJUSTED  
 SR0743  ___________________________________________________________________
 SR0743  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 SR0743  DYNAMIC HT  -        1162.625 (meters)    3814.38  (feet)  COMP
 SR0743  MODELED GRAV-     980,461.2   (mgal)                       NAVD 88
 SR0743
 SR0743  VERT ORDER  -  SECOND    CLASS 0
 SR0743
 SR0743.The horizontal coordinates were scaled from a topographic map and have
 SR0743.an estimated accuracy of +/- 6 seconds.
 SR0743
 SR0743.The orthometric height was determined by differential leveling
 SR0743.and adjusted by the National Geodetic Survey in June 1991..
 SR0743
 SR0743.The geoid height was determined by GEOID03.
 SR0743
 SR0743.The dynamic height is computed by dividing the NAVD 88
 SR0743.geopotential number by the normal gravity value computed on the
 SR0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0743.degrees latitude (g = 980.6199 gals.).
 SR0743
 SR0743.The modeled gravity was interpolated from observed gravity values.
 SR0743
 SR0743;                    North         East    Units  Estimated Accuracy
 SR0743;SPC MT       -   326,410.      567,410.      MT  (+/- 180 meters Scaled)
 SR0743
 SR0743                          SUPERSEDED SURVEY CONTROL
 SR0743
 SR0743  NGVD 29 (??/??/92) 1161.856  (m)         3811.86   (f) ADJ UNCH    2 0
 SR0743
 SR0743.Superseded values are not recommended for survey control.
 SR0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0743.See file dsdata.txt to determine how the superseded data were derived.
 SR0743
 SR0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT810264(NAD 83)
 SR0743_MARKER: DS = TRIANGULATION STATION DISK
 SR0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0743_STAMPING: C 3 X 1961
 SR0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0743+STABILITY: SURFACE MOTION
 SR0743
 SR0743  HISTORY     - Date     Condition        Report By
 SR0743  HISTORY     - 1961     MONUMENTED       CGS
 SR0743
 SR0743                          STATION DESCRIPTION
 SR0743
 SR0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0743'11.95 MI E FROM BENCHLAND.
 SR0743'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0743'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0743'3.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.85 MILE NORTH ALONG A
 SR0743'GRAVELED ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.1
 SR0743'MILE NORTH ACROSS A GRASSY FIELD, IN SECTION 34, T 17 N, R 14 E, 121
 SR0743'FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD, 26 FEET SOUTHWEST OF
 SR0743'C 3 X R.M. 1, 23 FEET NORTHEAST OF C 3 X R.M. 2, AND SET IN THE TOP OF
 SR0743'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0744 ***********************************************************************
 SR0744  DESIGNATION -  C 3 X RM 1
 SR0744  PID         -  SR0744
 SR0744  STATE/COUNTY-  MT/JUDITH BASIN
 SR0744  USGS QUAD   -  BIG SPRING (1970)
 SR0744
 SR0744                         *CURRENT SURVEY CONTROL
 SR0744  ___________________________________________________________________
 SR0744* NAD 83(1986)-  47 11 13.     (N)    109 55 49.     (W)     SCALED    
 SR0744* NAVD 88     -      1162.624  (meters)    3814.38   (feet)  ADJUSTED  
 SR0744  ___________________________________________________________________
 SR0744  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 SR0744  DYNAMIC HT  -        1162.495 (meters)    3813.95  (feet)  COMP
 SR0744  MODELED GRAV-     980,461.3   (mgal)                       NAVD 88
 SR0744
 SR0744  VERT ORDER  -  SECOND    CLASS 0
 SR0744
 SR0744.The horizontal coordinates were scaled from a topographic map and have
 SR0744.an estimated accuracy of +/- 6 seconds.
 SR0744
 SR0744.The orthometric height was determined by differential leveling
 SR0744.and adjusted by the National Geodetic Survey in June 1991..
 SR0744
 SR0744.The geoid height was determined by GEOID03.
 SR0744
 SR0744.The dynamic height is computed by dividing the NAVD 88
 SR0744.geopotential number by the normal gravity value computed on the
 SR0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0744.degrees latitude (g = 980.6199 gals.).
 SR0744
 SR0744.The modeled gravity was interpolated from observed gravity values.
 SR0744
 SR0744;                    North         East    Units  Estimated Accuracy
 SR0744;SPC MT       -   326,440.      567,410.      MT  (+/- 180 meters Scaled)
 SR0744
 SR0744                          SUPERSEDED SURVEY CONTROL
 SR0744
 SR0744  NGVD 29 (??/??/92) 1161.726  (m)         3811.43   (f) ADJ UNCH    2 0
 SR0744
 SR0744.Superseded values are not recommended for survey control.
 SR0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0744.See file dsdata.txt to determine how the superseded data were derived.
 SR0744
 SR0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT810264(NAD 83)
 SR0744_MARKER: DR = REFERENCE MARK DISK
 SR0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0744_STAMPING: C 4 U NO 1 1961
 SR0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0744+STABILITY: SURFACE MOTION
 SR0744
 SR0744  HISTORY     - Date     Condition        Report By
 SR0744  HISTORY     - 1961     MONUMENTED       CGS
 SR0744
 SR0744                          STATION DESCRIPTION
 SR0744
 SR0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0744'11.95 MI NE FROM BENCHLAND.
 SR0744'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0744'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0744'3.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.85 MILE NORTH ALONG A
 SR0744'GRAVELED ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.1
 SR0744'MILE NORTH ACROSS A GRASSY FIELD, IN SECTION 34, T 17 N, R 14 E, 124
 SR0744'FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD, 26 FEET SOUTHEAST OF
 SR0744'C 3 X 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SR0744'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0742 ***********************************************************************
 SR0742  DESIGNATION -  C 3 X RM 2
 SR0742  PID         -  SR0742
 SR0742  STATE/COUNTY-  MT/JUDITH BASIN
 SR0742  USGS QUAD   -  BIG SPRING (1970)
 SR0742
 SR0742                         *CURRENT SURVEY CONTROL
 SR0742  ___________________________________________________________________
 SR0742* NAD 83(1986)-  47 11 12.     (N)    109 55 50.     (W)     SCALED    
 SR0742* NAVD 88     -      1162.218  (meters)    3813.04   (feet)  ADJUSTED  
 SR0742  ___________________________________________________________________
 SR0742  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 SR0742  DYNAMIC HT  -        1162.089 (meters)    3812.62  (feet)  COMP
 SR0742  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 SR0742
 SR0742  VERT ORDER  -  SECOND    CLASS 0
 SR0742
 SR0742.The horizontal coordinates were scaled from a topographic map and have
 SR0742.an estimated accuracy of +/- 6 seconds.
 SR0742
 SR0742.The orthometric height was determined by differential leveling
 SR0742.and adjusted by the National Geodetic Survey in June 1991..
 SR0742
 SR0742.The geoid height was determined by GEOID03.
 SR0742
 SR0742.The dynamic height is computed by dividing the NAVD 88
 SR0742.geopotential number by the normal gravity value computed on the
 SR0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0742.degrees latitude (g = 980.6199 gals.).
 SR0742
 SR0742.The modeled gravity was interpolated from observed gravity values.
 SR0742
 SR0742;                    North         East    Units  Estimated Accuracy
 SR0742;SPC MT       -   326,410.      567,390.      MT  (+/- 180 meters Scaled)
 SR0742
 SR0742                          SUPERSEDED SURVEY CONTROL
 SR0742
 SR0742  NGVD 29 (??/??/92) 1161.320  (m)         3810.10   (f) ADJ UNCH    2 0
 SR0742
 SR0742.Superseded values are not recommended for survey control.
 SR0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0742.See file dsdata.txt to determine how the superseded data were derived.
 SR0742
 SR0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT810264(NAD 83)
 SR0742_MARKER: DR = REFERENCE MARK DISK
 SR0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0742_STAMPING: C 3 X NO 2 1961
 SR0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0742+STABILITY: SURFACE MOTION
 SR0742
 SR0742  HISTORY     - Date     Condition        Report By
 SR0742  HISTORY     - 1961     MONUMENTED       CGS
 SR0742
 SR0742                          STATION DESCRIPTION
 SR0742
 SR0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0742'11.95 MI E FROM BENCHLAND.
 SR0742'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0742'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0742'3.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.85 MILE NORTH ALONG A
 SR0742'GRAVELED ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.1
 SR0742'MILE NORTH ACROSS A GRASSY FIELD, IN SECTION 34, T 17 N, R 14 E, 139
 SR0742'FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD, 23 FEET SOUTHWEST OF
 SR0742'C 3 X 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SR0742'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0160 ***********************************************************************
 RY0160  DESIGNATION -  C 300
 RY0160  PID         -  RY0160
 RY0160  STATE/COUNTY-  MT/RAVALLI
 RY0160  USGS QUAD   -  DARBY (1964)
 RY0160
 RY0160                         *CURRENT SURVEY CONTROL
 RY0160  ___________________________________________________________________
 RY0160* NAD 83(1986)-  46 06 20.     (N)    114 14 33.     (W)     SCALED    
 RY0160* NAVD 88     -      1268.869  (meters)    4162.95   (feet)  ADJUSTED  
 RY0160  ___________________________________________________________________
 RY0160  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 RY0160  DYNAMIC HT  -        1268.505 (meters)    4161.75  (feet)  COMP
 RY0160  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 RY0160
 RY0160  VERT ORDER  -  SECOND    CLASS 0
 RY0160
 RY0160.The horizontal coordinates were scaled from a topographic map and have
 RY0160.an estimated accuracy of +/- 6 seconds.
 RY0160
 RY0160.The orthometric height was determined by differential leveling
 RY0160.and adjusted by the National Geodetic Survey in June 1991..
 RY0160
 RY0160.The geoid height was determined by GEOID03.
 RY0160
 RY0160.The dynamic height is computed by dividing the NAVD 88
 RY0160.geopotential number by the normal gravity value computed on the
 RY0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0160.degrees latitude (g = 980.6199 gals.).
 RY0160
 RY0160.The modeled gravity was interpolated from observed gravity values.
 RY0160
 RY0160;                    North         East    Units  Estimated Accuracy
 RY0160;SPC MT       -   217,300.      233,730.      MT  (+/- 180 meters Scaled)
 RY0160
 RY0160                          SUPERSEDED SURVEY CONTROL
 RY0160
 RY0160  NGVD 29 (??/??/92) 1267.756  (m)         4159.30   (f) ADJ UNCH    2 0
 RY0160
 RY0160.Superseded values are not recommended for survey control.
 RY0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0160.See file dsdata.txt to determine how the superseded data were derived.
 RY0160
 RY0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM131094(NAD 83)
 RY0160_MARKER: DB = BENCH MARK DISK
 RY0160_SETTING: 80 = SET IN A BOULDER
 RY0160_STAMPING: C 300 1964
 RY0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0160+STABILITY: SURFACE MOTION
 RY0160
 RY0160  HISTORY     - Date     Condition        Report By
 RY0160  HISTORY     - 1964     MONUMENTED       CGS
 RY0160  HISTORY     - 1965     GOOD             NGS
 RY0160
 RY0160                          STATION DESCRIPTION
 RY0160
 RY0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0160'10.7 MI NW FROM DARBY.
 RY0160'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0160'THENCE 3.7 MILES WEST ALONG LOST HORSE ROAD, ON THE OUTSIDE OF A CURVE
 RY0160'WITH TANGENTS NORTH AND WEST, IN THE TOP AND 1 FOOT EAST OF THE WEST
 RY0160'CORNER OF A 12-FOOT LONG BOULDER, 31 FEET SOUTH OF THE CENTER LINE OF
 RY0160'THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0310 ***********************************************************************
 TJ0310  DESIGNATION -  C 31
 TJ0310  PID         -  TJ0310
 TJ0310  STATE/COUNTY-  MT/VALLEY
 TJ0310  USGS QUAD   -  HINSDALE (1984)
 TJ0310
 TJ0310                         *CURRENT SURVEY CONTROL
 TJ0310  ___________________________________________________________________
 TJ0310* NAD 83(1986)-  48 23 40.     (N)    107 05 03.     (W)     SCALED    
 TJ0310* NAVD 88     -       662.084  (meters)    2172.19   (feet)  POSTED    
 TJ0310  ___________________________________________________________________
 TJ0310  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 TJ0310  DYNAMIC HT  -         662.180 (meters)    2172.50  (feet)  COMP
 TJ0310  MODELED GRAV-     980,726.7   (mgal)                       NAVD 88
 TJ0310
 TJ0310  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0310
 TJ0310.The horizontal coordinates were scaled from a topographic map and have
 TJ0310.an estimated accuracy of +/- 6 seconds.
 TJ0310
 TJ0310.The orthometric height was determined by differential leveling
 TJ0310.and adjusted by the National Geodetic Survey in 1992..
 TJ0310.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0310.rate of 0.0 thru 1.0 mm/km.
 TJ0310
 TJ0310.The geoid height was determined by GEOID03.
 TJ0310
 TJ0310.The dynamic height is computed by dividing the NAVD 88
 TJ0310.geopotential number by the normal gravity value computed on the
 TJ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0310.degrees latitude (g = 980.6199 gals.).
 TJ0310
 TJ0310.The modeled gravity was interpolated from observed gravity values.
 TJ0310
 TJ0310;                    North         East    Units  Estimated Accuracy
 TJ0310;SPC MT       -   463,300.      778,820.      MT  (+/- 180 meters Scaled)
 TJ0310
 TJ0310                          SUPERSEDED SURVEY CONTROL
 TJ0310
 TJ0310  NGVD 29 (??/??/92)  661.420  (m)         2170.01   (f) ADJ UNCH    1 2
 TJ0310
 TJ0310.Superseded values are not recommended for survey control.
 TJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0310.See file dsdata.txt to determine how the superseded data were derived.
 TJ0310
 TJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP457622(NAD 83)
 TJ0310_MARKER: DB = BENCH MARK DISK
 TJ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0310_STAMPING: 2170.009 C 31 1921
 TJ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0310+STABILITY: SURFACE MOTION
 TJ0310
 TJ0310  HISTORY     - Date     Condition        Report By
 TJ0310  HISTORY     - 1921     MONUMENTED       CGS
 TJ0310  HISTORY     - 1939     MARK NOT FOUND   DOD
 TJ0310
 TJ0310                          STATION DESCRIPTION
 TJ0310
 TJ0310'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TJ0310'IN HINSDALE.
 TJ0310'AT HINSDALE, VALLEY COUNTY, 275 YARDS NORTHWEST OF THE GREAT NORTHERN
 TJ0310'RAILWAY STATION, 180 YARDS NORTH OF THE TRACK, 40 YARDS SOUTH OF AN
 TJ0310'ABANDONED PUBLIC SCHOOL, AND OPPOSITE THE MUTUAL OIL CO. TANKS.  A
 TJ0310'STANDARD DISK, STAMPED 2170.009 C 31 1921 AND SET IN THE TOP OF A
 TJ0310'CONCRETE POST PROJECTING 3 FEET ABOVE GROUND.  NOTE-- THE SCHOOLYARD
 TJ0310'HAS BEEN GRADED AND CHANGED FOR SCHOOL ENLARGEMENT AND RECREATION
 TJ0310'FACILITIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0462 ***********************************************************************
 RX0462  DESIGNATION -  C 310
 RX0462  PID         -  RX0462
 RX0462  STATE/COUNTY-  MT/POWELL
 RX0462  USGS QUAD   -  GARRISON (1989)
 RX0462
 RX0462                         *CURRENT SURVEY CONTROL
 RX0462  ___________________________________________________________________
 RX0462* NAD 83(1986)-  46 33 18.     (N)    112 52 25.     (W)     SCALED    
 RX0462* NAVD 88     -      1298.758  (meters)    4261.01   (feet)  ADJUSTED  
 RX0462  ___________________________________________________________________
 RX0462  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0462  DYNAMIC HT  -        1298.450 (meters)    4260.00  (feet)  COMP
 RX0462  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 RX0462
 RX0462  VERT ORDER  -  FIRST     CLASS II
 RX0462
 RX0462.The horizontal coordinates were scaled from a topographic map and have
 RX0462.an estimated accuracy of +/- 6 seconds.
 RX0462
 RX0462.The orthometric height was determined by differential leveling
 RX0462.and adjusted by the National Geodetic Survey in June 1991..
 RX0462
 RX0462.The geoid height was determined by GEOID03.
 RX0462
 RX0462.The dynamic height is computed by dividing the NAVD 88
 RX0462.geopotential number by the normal gravity value computed on the
 RX0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0462.degrees latitude (g = 980.6199 gals.).
 RX0462
 RX0462.The modeled gravity was interpolated from observed gravity values.
 RX0462
 RX0462;                    North         East    Units  Estimated Accuracy
 RX0462;SPC MT       -   261,710.      341,520.      MT  (+/- 180 meters Scaled)
 RX0462
 RX0462                          SUPERSEDED SURVEY CONTROL
 RX0462
 RX0462  NGVD 29 (??/??/92) 1297.637  (m)         4257.33   (f) ADJ UNCH    1 2
 RX0462
 RX0462.Superseded values are not recommended for survey control.
 RX0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0462.See file dsdata.txt to determine how the superseded data were derived.
 RX0462
 RX0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS563574(NAD 83)
 RX0462_MARKER: DB = BENCH MARK DISK
 RX0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0462_SP_SET: RETAINING WALL
 RX0462_STAMPING: C 310 1959
 RX0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0462
 RX0462  HISTORY     - Date     Condition        Report By
 RX0462  HISTORY     - 1959     MONUMENTED       CGS
 RX0462  HISTORY     - 1979     GOOD             NGS
 RX0462
 RX0462                          STATION DESCRIPTION
 RX0462
 RX0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0462'3.95 MI NW FROM GARRISON.
 RX0462'ABOUT 3.95 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0462'THE STATION AT GARRISON, 12 POLES EAST OF MILEPOST 55, NEAR THE SOUTH
 RX0462'SIDE OF SECTION 5, T 9 N, R 10 W, ABOUT 0.1 MILE WEST OF A ROAD
 RX0462'CROSSING AT PHOSPHATE SIDING, IN THE TOP OF THE NORTHWEST CORNER OF A
 RX0462'LARGE CONCRETE RETAINING WALL OF AN ABANDONED SCALE, 45 1/2 FEET SOUTH
 RX0462'OF THE SOUTH RAIL, 10 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO,
 RX0462'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, ABOUT LEVEL WITH THE TRACKS,
 RX0462'AND FLUSH WITH THE GROUND.
 RX0462
 RX0462                          STATION RECOVERY (1979)
 RX0462
 RX0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0462'CHANGE MILEAGE HEADING TO--4.95 MILES NORTHWEST ALONG US HIGHWAY
 RX0462'90 FROM THE JUNCTION OF STATE HIGHWAY 12 IN GARRISON,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0531 ***********************************************************************
 RX0531  DESIGNATION -  C 311
 RX0531  PID         -  RX0531
 RX0531  STATE/COUNTY-  MT/GRANITE
 RX0531  USGS QUAD   -  BEARMOUTH (1989)
 RX0531
 RX0531                         *CURRENT SURVEY CONTROL
 RX0531  ___________________________________________________________________
 RX0531* NAD 83(1986)-  46 41 48.     (N)    113 21 35.     (W)     SCALED    
 RX0531* NAVD 88     -      1152.148  (meters)    3780.01   (feet)  ADJUSTED  
 RX0531  ___________________________________________________________________
 RX0531  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 RX0531  DYNAMIC HT  -        1151.915 (meters)    3779.24  (feet)  COMP
 RX0531  MODELED GRAV-     980,372.7   (mgal)                       NAVD 88
 RX0531
 RX0531  VERT ORDER  -  FIRST     CLASS II
 RX0531
 RX0531.The horizontal coordinates were scaled from a topographic map and have
 RX0531.an estimated accuracy of +/- 6 seconds.
 RX0531
 RX0531.The orthometric height was determined by differential leveling
 RX0531.and adjusted by the National Geodetic Survey in June 1991..
 RX0531
 RX0531.The geoid height was determined by GEOID03.
 RX0531
 RX0531.The dynamic height is computed by dividing the NAVD 88
 RX0531.geopotential number by the normal gravity value computed on the
 RX0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0531.degrees latitude (g = 980.6199 gals.).
 RX0531
 RX0531.The modeled gravity was interpolated from observed gravity values.
 RX0531
 RX0531;                    North         East    Units  Estimated Accuracy
 RX0531;SPC MT       -   279,150.      305,080.      MT  (+/- 180 meters Scaled)
 RX0531
 RX0531                          SUPERSEDED SURVEY CONTROL
 RX0531
 RX0531  NGVD 29 (??/??/92) 1151.080  (m)         3776.50   (f) ADJ UNCH    1 2
 RX0531
 RX0531.Superseded values are not recommended for survey control.
 RX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0531.See file dsdata.txt to determine how the superseded data were derived.
 RX0531
 RX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS195741(NAD 83)
 RX0531_MARKER: DB = BENCH MARK DISK
 RX0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0531_STAMPING: C 311 1959
 RX0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0531+STABILITY: SURFACE MOTION
 RX0531
 RX0531  HISTORY     - Date     Condition        Report By
 RX0531  HISTORY     - 1959     MONUMENTED       CGS
 RX0531  HISTORY     - 1979     GOOD             NGS
 RX0531  HISTORY     - 1980     GOOD             BPA
 RX0531
 RX0531                          STATION DESCRIPTION
 RX0531
 RX0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0531'1.65 MI W FROM BEARMOUTH.
 RX0531'ABOUT 1.65 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0531'STATION AT BEARMOUTH, 11 POLES SOUTHEAST OF MILEPOST 83, IN THE NORTH
 RX0531'SIDE OF SECTION 21, T 11 N, R 14 W, 306 FEET SOUTHWEST OF THE
 RX0531'SOUTHWEST RAIL OF THE MAIN TRACK, 102 FEET SOUTHWEST OF THE SOUTHWEST
 RX0531'RAIL OF THE MAIN TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RX0531'RAILROAD, 20 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 2 FEET
 RX0531'SOUTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 RX0531'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 RX0531'CONCRETE POST PROJECTING 6 INCHES.
 RX0531
 RX0531                          STATION RECOVERY (1979)
 RX0531
 RX0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0531'9.95 MILES WEST ALONG U.S. HIGHWAY FROM ITS
 RX0531'JUNCTION WITH STATE HIGHWAY 10A, THENCE 1.75 MILES SOUTHWEST ALONG
 RX0531'A TRACK ROAD,
 RX0531'ADD--456 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 90
 RX0531
 RX0531                          STATION RECOVERY (1980)
 RX0531
 RX0531'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1980
 RX0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0654 ***********************************************************************
 RX0654  DESIGNATION -  C 312 RESET
 RX0654  PID         -  RX0654
 RX0654  STATE/COUNTY-  MT/MISSOULA
 RX0654  USGS QUAD   -  BONNER (1978)
 RX0654
 RX0654                         *CURRENT SURVEY CONTROL
 RX0654  ___________________________________________________________________
 RX0654* NAD 83(1986)-  46 48 19.     (N)    113 46 37.     (W)     SCALED    
 RX0654* NAVD 88     -      1033.520  (meters)    3390.81   (feet)  ADJUSTED  
 RX0654  ___________________________________________________________________
 RX0654  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 RX0654  DYNAMIC HT  -        1033.350 (meters)    3390.25  (feet)  COMP
 RX0654  MODELED GRAV-     980,414.4   (mgal)                       NAVD 88
 RX0654
 RX0654  VERT ORDER  -  FIRST     CLASS II
 RX0654
 RX0654.The horizontal coordinates were scaled from a topographic map and have
 RX0654.an estimated accuracy of +/- 6 seconds.
 RX0654
 RX0654.The orthometric height was determined by differential leveling
 RX0654.and adjusted by the National Geodetic Survey in June 1991..
 RX0654
 RX0654.The geoid height was determined by GEOID03.
 RX0654
 RX0654.The dynamic height is computed by dividing the NAVD 88
 RX0654.geopotential number by the normal gravity value computed on the
 RX0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0654.degrees latitude (g = 980.6199 gals.).
 RX0654
 RX0654.The modeled gravity was interpolated from observed gravity values.
 RX0654
 RX0654;                    North         East    Units  Estimated Accuracy
 RX0654;SPC MT       -   292,850.      273,890.      MT  (+/- 180 meters Scaled)
 RX0654
 RX0654                          SUPERSEDED SURVEY CONTROL
 RX0654
 RX0654.No superseded survey control is available for this station.
 RX0654
 RX0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS881872(NAD 83)
 RX0654_MARKER: DB = BENCH MARK DISK
 RX0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0654_STAMPING: C 312 RESET 1963
 RX0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0654+STABILITY: SURFACE MOTION
 RX0654
 RX0654  HISTORY     - Date     Condition        Report By
 RX0654  HISTORY     - 1963     MONUMENTED       CGS
 RX0654  HISTORY     - 1979     GOOD             NGS
 RX0654
 RX0654                          STATION DESCRIPTION
 RX0654
 RX0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RX0654'6.3 MI SE FROM BONNER.
 RX0654'THIS BENCH MARK IS LOCATED 6.3 MILES SOUTHEAST ALONG THE NORTHERN
 RX0654'PACIFIC RAILROAD FROM THE STATION AT BONNER, ON RIGHT-OF-WAY LAND
 RX0654'BETWEEN INTERSTATE HIGHWAY 10 AND THE RAILROAD, 450 FEET SOUTHEAST OF
 RX0654'THE CROSSING OF COUNTY ROUTE 47 AND THE RAILROAD, 360 FEET SOUTHEAST
 RX0654'OF RAILROAD MILEPOST NO. 107, 136 FEET NORTHEAST OF THE CENTER OF
 RX0654'INTERSTATE 10, 86 FEET SOUTHWEST AND ACROSS THE TRACKS FROM TELEPHONE
 RX0654'POLE NO. 49 G, 80 FEET NORTHWEST OF AN OLD FENCE CORNER, 38 FEET
 RX0654'SOUTHWEST OF THE NEAREST RAIL OF THE RAILROAD AND 0.5 FOOT WEST OF A
 RX0654'METAL WITNESS POST, AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RX0654'MONUMENT THAT PROJECTS 5 INCHES.
 RX0654
 RX0654                          STATION RECOVERY (1979)
 RX0654
 RX0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0654'SUBSTITUTE NEW DIRECTION--6.3 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY
 RX0654'10 FROM THE OLD RAILROAD STATION IN BONNER, 0.45 MILE SOUTHEAST OF
 RX0654'MILE POST 6, 0.1 MILE SOUTHEAST OF EDDIE LANE, 230 FEET
 RX0654'NORTHWEST OF A POWER LINE CROSSING, 12 FEET NORTHEAST
 RX0654'OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0455 ***********************************************************************
 RX0455  DESIGNATION -  C 313
 RX0455  PID         -  RX0455
 RX0455  STATE/COUNTY-  MT/POWELL
 RX0455  USGS QUAD   -  GARRISON (1989)
 RX0455
 RX0455                         *CURRENT SURVEY CONTROL
 RX0455  ___________________________________________________________________
 RX0455* NAD 83(1986)-  46 30 18.     (N)    112 46 17.     (W)     SCALED    
 RX0455* NAVD 88     -      1334.340  (meters)    4377.75   (feet)  ADJUSTED  
 RX0455  ___________________________________________________________________
 RX0455  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0455  DYNAMIC HT  -        1334.016 (meters)    4376.68  (feet)  COMP
 RX0455  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 RX0455
 RX0455  VERT ORDER  -  FIRST     CLASS II
 RX0455
 RX0455.The horizontal coordinates were scaled from a topographic map and have
 RX0455.an estimated accuracy of +/- 6 seconds.
 RX0455
 RX0455.The orthometric height was determined by differential leveling
 RX0455.and adjusted by the National Geodetic Survey in June 1991..
 RX0455
 RX0455.The geoid height was determined by GEOID03.
 RX0455
 RX0455.The dynamic height is computed by dividing the NAVD 88
 RX0455.geopotential number by the normal gravity value computed on the
 RX0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0455.degrees latitude (g = 980.6199 gals.).
 RX0455
 RX0455.The modeled gravity was interpolated from observed gravity values.
 RX0455
 RX0455;                    North         East    Units  Estimated Accuracy
 RX0455;SPC MT       -   255,820.      349,120.      MT  (+/- 180 meters Scaled)
 RX0455
 RX0455                          SUPERSEDED SURVEY CONTROL
 RX0455
 RX0455  NGVD 29 (??/??/92) 1333.189  (m)         4373.97   (f) ADJ UNCH    1 2
 RX0455
 RX0455.Superseded values are not recommended for survey control.
 RX0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0455.See file dsdata.txt to determine how the superseded data were derived.
 RX0455
 RX0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS640516(NAD 83)
 RX0455_MARKER: DB = BENCH MARK DISK
 RX0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0455_SP_SET: ABUTMENT
 RX0455_STAMPING: C 313 1959
 RX0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0455
 RX0455  HISTORY     - Date     Condition        Report By
 RX0455  HISTORY     - 1959     MONUMENTED       CGS
 RX0455  HISTORY     - 1979     GOOD             NGS
 RX0455
 RX0455                          STATION DESCRIPTION
 RX0455
 RX0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0455'2.65 MI SE FROM GARRISON.
 RX0455'ABOUT 2.65 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0455'THE STATION AT GARRISON, IN SECTION 30, R 9 W, T 9 N, 3 POLES
 RX0455'SOUTHEAST OF MILEPOST 49, IN THE TOP OF THE NORTHEAST END OF THE
 RX0455'NORTHWEST ABUTMENT OF A STEEL GIRDER BRIDGE OVER CLARK FORK RIVER, 6.2
 RX0455'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL
 RX0455'OF THE TRACKS.
 RX0455
 RX0455                          STATION RECOVERY (1979)
 RX0455
 RX0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0455'CHANGE MILEAGE HEADING TO--2.05 MILES SOUTHEAST ALONG US HIGHWAY 90
 RX0455'FROM THE JUNCTION OF STATE HIGHWAY 12 IN GARRISON,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0372 ***********************************************************************
 RX0372  DESIGNATION -  C 314
 RX0372  PID         -  RX0372
 RX0372  STATE/COUNTY-  MT/DEER LODGE
 RX0372  USGS QUAD   -  WARM SPRINGS (1989)
 RX0372
 RX0372                         *CURRENT SURVEY CONTROL
 RX0372  ___________________________________________________________________
 RX0372* NAD 83(1986)-  46 09 24.     (N)    112 47 35.     (W)     SCALED    
 RX0372* NAVD 88     -      1482.696  (meters)    4864.48   (feet)  ADJUSTED  
 RX0372  ___________________________________________________________________
 RX0372  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0372  DYNAMIC HT  -        1482.187 (meters)    4862.81  (feet)  COMP
 RX0372  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 RX0372
 RX0372  VERT ORDER  -  FIRST     CLASS II
 RX0372
 RX0372.The horizontal coordinates were scaled from a topographic map and have
 RX0372.an estimated accuracy of +/- 6 seconds.
 RX0372
 RX0372.The orthometric height was determined by differential leveling
 RX0372.and adjusted by the National Geodetic Survey in June 1991..
 RX0372
 RX0372.The geoid height was determined by GEOID03.
 RX0372
 RX0372.The dynamic height is computed by dividing the NAVD 88
 RX0372.geopotential number by the normal gravity value computed on the
 RX0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0372.degrees latitude (g = 980.6199 gals.).
 RX0372
 RX0372.The modeled gravity was interpolated from observed gravity values.
 RX0372
 RX0372;                    North         East    Units  Estimated Accuracy
 RX0372;SPC MT       -   217,230.      345,830.      MT  (+/- 180 meters Scaled)
 RX0372
 RX0372                          SUPERSEDED SURVEY CONTROL
 RX0372
 RX0372  NGVD 29 (??/??/92) 1481.475  (m)         4860.47   (f) ADJ UNCH    1 2
 RX0372
 RX0372.Superseded values are not recommended for survey control.
 RX0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0372.See file dsdata.txt to determine how the superseded data were derived.
 RX0372
 RX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS615130(NAD 83)
 RX0372_MARKER: DB = BENCH MARK DISK
 RX0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0372_STAMPING: C 314 1959
 RX0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0372+STABILITY: SURFACE MOTION
 RX0372
 RX0372  HISTORY     - Date     Condition        Report By
 RX0372  HISTORY     - 1959     MONUMENTED       CGS
 RX0372  HISTORY     - 1979     GOOD             NGS
 RX0372  HISTORY     - 1987     GOOD             USPSQD
 RX0372
 RX0372                          STATION DESCRIPTION
 RX0372
 RX0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0372'1.7 MI S FROM WARM SPRINGS.
 RX0372'ABOUT 1.7 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0372'STATION AT WARM SPRINGS, IN SECTION 25, R 10 W, T 5 N, ABOUT MIDWAY
 RX0372'BETWEEN MILEPOST 23 AND 24, 46 FEET EAST OF THE EAST RAIL, 49 FEET
 RX0372'WEST OF THE CENTER LINE OF U. S. HIGHWAY 10S, 1 1/2 FEET WEST OF A
 RX0372'FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE
 RX0372'LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 RX0372'INCHES.
 RX0372
 RX0372                          STATION RECOVERY (1979)
 RX0372
 RX0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0372'ADD--1.7 MILES SOUTH OF THE POST OFFICE AT WARM SPRINGS.
 RX0372
 RX0372                          STATION RECOVERY (1987)
 RX0372
 RX0372'RECOVERY NOTE BY US POWER SQUADRON 1987 (DJW)
 RX0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0293 ***********************************************************************
 RX0293  DESIGNATION -  C 315
 RX0293  PID         -  RX0293
 RX0293  STATE/COUNTY-  MT/SILVER BOW
 RX0293  USGS QUAD   -  ELK PARK PASS (1996)
 RX0293
 RX0293                         *CURRENT SURVEY CONTROL
 RX0293  ___________________________________________________________________
 RX0293* NAD 83(1986)-  46 01 46.     (N)    112 28 55.     (W)     SCALED    
 RX0293* NAVD 88     -      1872.468  (meters)    6143.26   (feet)  ADJUSTED  
 RX0293  ___________________________________________________________________
 RX0293  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 RX0293  DYNAMIC HT  -        1871.696 (meters)    6140.72  (feet)  COMP
 RX0293  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 RX0293
 RX0293  VERT ORDER  -  FIRST     CLASS II
 RX0293
 RX0293.The horizontal coordinates were scaled from a topographic map and have
 RX0293.an estimated accuracy of +/- 6 seconds.
 RX0293
 RX0293.The orthometric height was determined by differential leveling
 RX0293.and adjusted by the National Geodetic Survey in June 1991..
 RX0293
 RX0293.The geoid height was determined by GEOID03.
 RX0293
 RX0293.The dynamic height is computed by dividing the NAVD 88
 RX0293.geopotential number by the normal gravity value computed on the
 RX0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0293.degrees latitude (g = 980.6199 gals.).
 RX0293
 RX0293.The modeled gravity was interpolated from observed gravity values.
 RX0293
 RX0293;                    North         East    Units  Estimated Accuracy
 RX0293;SPC MT       -   202,140.      369,290.      MT  (+/- 180 meters Scaled)
 RX0293
 RX0293                          SUPERSEDED SURVEY CONTROL
 RX0293
 RX0293  NGVD 29 (??/??/92) 1871.154  (m)         6138.94   (f) ADJ UNCH    1 2
 RX0293
 RX0293.Superseded values are not recommended for survey control.
 RX0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0293.See file dsdata.txt to determine how the superseded data were derived.
 RX0293
 RX0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR853983(NAD 83)
 RX0293_MARKER: DB = BENCH MARK DISK
 RX0293_SETTING: 80 = SET IN A BOULDER
 RX0293_SP_SET: BOULDER
 RX0293_STAMPING: C 315 1959
 RX0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0293+STABILITY: SURFACE MOTION
 RX0293
 RX0293  HISTORY     - Date     Condition        Report By
 RX0293  HISTORY     - 1959     MONUMENTED       CGS
 RX0293  HISTORY     - 1981     MARK NOT FOUND   USGS
 RX0293
 RX0293                          STATION DESCRIPTION
 RX0293
 RX0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0293'7.55 MI NE FROM BUTTE.
 RX0293'ABOUT 7.55 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0293'STATION AT BUTTE, IN SECTION 4, R 7 W, T 3 N, 1 POLE SOUTHEAST OF
 RX0293'MILEPOST 280, 32 FEET NORTHEAST OF THE NORTHEAST RAIL, SET VERTICALLY
 RX0293'IN THE SOUTHWEST FACE OF A LARGE GRANITE BOULDER, ABOUT 0.4 MILE
 RX0293'NORTHWEST OF THE WEST END OF TUNNEL 10, AND ABOUT 5 FEET ABOVE THE
 RX0293'LEVEL OF THE TRACKS.
 RX0293
 RX0293                          STATION RECOVERY (1981)
 RX0293
 RX0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RX0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0244 ***********************************************************************
 QY0244  DESIGNATION -  C 316
 QY0244  PID         -  QY0244
 QY0244  STATE/COUNTY-  MT/SILVER BOW
 QY0244  USGS QUAD   -  BUXTON (1996)
 QY0244
 QY0244                         *CURRENT SURVEY CONTROL
 QY0244  ___________________________________________________________________
 QY0244* NAD 83(1986)-  45 58 40.     (N)    112 39 27.     (W)     SCALED    
 QY0244* NAVD 88     -      1644.199  (meters)    5394.34   (feet)  ADJUSTED  
 QY0244  ___________________________________________________________________
 QY0244  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 QY0244  DYNAMIC HT  -        1643.539 (meters)    5392.18  (feet)  COMP
 QY0244  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 QY0244
 QY0244  VERT ORDER  -  FIRST     CLASS II
 QY0244
 QY0244.The horizontal coordinates were scaled from a topographic map and have
 QY0244.an estimated accuracy of +/- 6 seconds.
 QY0244
 QY0244.The orthometric height was determined by differential leveling
 QY0244.and adjusted by the National Geodetic Survey in June 1991..
 QY0244
 QY0244.The geoid height was determined by GEOID03.
 QY0244
 QY0244.The dynamic height is computed by dividing the NAVD 88
 QY0244.geopotential number by the normal gravity value computed on the
 QY0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0244.degrees latitude (g = 980.6199 gals.).
 QY0244
 QY0244.The modeled gravity was interpolated from observed gravity values.
 QY0244
 QY0244;                    North         East    Units  Estimated Accuracy
 QY0244;SPC MT       -   196,940.      355,490.      MT  (+/- 180 meters Scaled)
 QY0244
 QY0244                          SUPERSEDED SURVEY CONTROL
 QY0244
 QY0244  NGVD 29 (??/??/92) 1642.912  (m)         5390.12   (f) ADJ UNCH    1 2
 QY0244
 QY0244.Superseded values are not recommended for survey control.
 QY0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0244.See file dsdata.txt to determine how the superseded data were derived.
 QY0244
 QY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR716929(NAD 83)
 QY0244_MARKER: DB = BENCH MARK DISK
 QY0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0244_SP_SET: ABUTMENT
 QY0244_STAMPING: C 316 1959
 QY0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0244
 QY0244  HISTORY     - Date     Condition        Report By
 QY0244  HISTORY     - 1959     MONUMENTED       CGS
 QY0244  HISTORY     - 1979     GOOD             NGS
 QY0244
 QY0244                          STATION DESCRIPTION
 QY0244
 QY0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0244'1.9 MI S FROM SILVER BOW.
 QY0244'1.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0244'SILVER BOW, IN SECTION 25, R 9 W, T 3 N, ABOUT 0.2 MILE NORTH OF
 QY0244'MILEPOST 388, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 QY0244'ABUTMENT OF A CONCRETE AND STEEL GIRDER BRIDGE, 7 1/2 FEET WEST OF THE
 QY0244'WEST RAIL, AND ABOUT LEVEL WITH THE TRACKS.
 QY0244
 QY0244                          STATION RECOVERY (1979)
 QY0244
 QY0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QY0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0338 ***********************************************************************
 RX0338  DESIGNATION -  C 317
 RX0338  PID         -  RX0338
 RX0338  STATE/COUNTY-  MT/JEFFERSON
 RX0338  USGS QUAD   -  WICKES (1996)
 RX0338
 RX0338                         *CURRENT SURVEY CONTROL
 RX0338  ___________________________________________________________________
 RX0338* NAD 83(1986)-  46 17 56.     (N)    112 07 15.     (W)     SCALED    
 RX0338* NAVD 88     -      1643.544  (meters)    5392.19   (feet)  ADJUSTED  
 RX0338  ___________________________________________________________________
 RX0338  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 RX0338  DYNAMIC HT  -        1642.980 (meters)    5390.34  (feet)  COMP
 RX0338  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 RX0338
 RX0338  VERT ORDER  -  FIRST     CLASS II
 RX0338
 RX0338.The horizontal coordinates were scaled from a topographic map and have
 RX0338.an estimated accuracy of +/- 6 seconds.
 RX0338
 RX0338.The orthometric height was determined by differential leveling
 RX0338.and adjusted by the National Geodetic Survey in June 1991..
 RX0338
 RX0338.The geoid height was determined by GEOID03.
 RX0338
 RX0338.The dynamic height is computed by dividing the NAVD 88
 RX0338.geopotential number by the normal gravity value computed on the
 RX0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0338.degrees latitude (g = 980.6199 gals.).
 RX0338
 RX0338.The modeled gravity was interpolated from observed gravity values.
 RX0338
 RX0338;                    North         East    Units  Estimated Accuracy
 RX0338;SPC MT       -   231,060.      398,220.      MT  (+/- 180 meters Scaled)
 RX0338
 RX0338                          SUPERSEDED SURVEY CONTROL
 RX0338
 RX0338  NGVD 29 (??/??/92) 1642.312  (m)         5388.15   (f) ADJ UNCH    1 2
 RX0338
 RX0338.Superseded values are not recommended for survey control.
 RX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0338.See file dsdata.txt to determine how the superseded data were derived.
 RX0338
 RX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS136278(NAD 83)
 RX0338_MARKER: DB = BENCH MARK DISK
 RX0338_SETTING: 66 = SET IN ROCK OUTCROP
 RX0338_SP_SET: ROCK LEDGE
 RX0338_STAMPING: C 317 1959
 RX0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0338+STABILITY: POSITION/ELEVATION WELL
 RX0338
 RX0338  HISTORY     - Date     Condition        Report By
 RX0338  HISTORY     - 1959     MONUMENTED       CGS
 RX0338
 RX0338                          STATION DESCRIPTION
 RX0338
 RX0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0338'1.5 MI S FROM AMAZON.
 RX0338'ABOUT 1.5 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0338'STATION AT AMAZON, IN THE WEST SIDE OF SECTION 4, R 4 W, T 6 N, 6 1/2
 RX0338'POLES SOUTH OF A POWER LINE WHICH CROSSES THE TRACKS, ABOUT 0.15 MILE
 RX0338'NORTH OF A TELEPHONE LINE WHICH CROSSES THE TRACKS, 8.8 FEET WEST OF
 RX0338'THE WEST RAIL, IN THE TOP OF A ROCK LEDGE PROJECTING ABOUT 1 FOOT,
 RX0338'ABOUT THE CENTER OF A DEEP ROCK CUT, AND ABOUT 1 FOOT BELOW THE LEVEL
 RX0338'OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0258 ***********************************************************************
 PZ0258  DESIGNATION -  C 318
 PZ0258  PID         -  PZ0258
 PZ0258  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0258  USGS QUAD   -  DELL (1979)
 PZ0258
 PZ0258                         *CURRENT SURVEY CONTROL
 PZ0258  ___________________________________________________________________
 PZ0258* NAD 83(1986)-  44 41 54.     (N)    112 40 10.     (W)     SCALED    
 PZ0258* NAVD 88     -      1843.172  (meters)    6047.14   (feet)  ADJUSTED  
 PZ0258  ___________________________________________________________________
 PZ0258  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 PZ0258  DYNAMIC HT  -        1842.217 (meters)    6044.01  (feet)  COMP
 PZ0258  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 PZ0258
 PZ0258  VERT ORDER  -  FIRST     CLASS II
 PZ0258
 PZ0258.The horizontal coordinates were scaled from a topographic map and have
 PZ0258.an estimated accuracy of +/- 6 seconds.
 PZ0258
 PZ0258.The orthometric height was determined by differential leveling
 PZ0258.and adjusted by the National Geodetic Survey in June 1991..
 PZ0258
 PZ0258.The geoid height was determined by GEOID03.
 PZ0258
 PZ0258.The dynamic height is computed by dividing the NAVD 88
 PZ0258.geopotential number by the normal gravity value computed on the
 PZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0258.degrees latitude (g = 980.6199 gals.).
 PZ0258
 PZ0258.The modeled gravity was interpolated from observed gravity values.
 PZ0258
 PZ0258;                    North         East    Units  Estimated Accuracy
 PZ0258;SPC MT       -    54,920.      348,810.      MT  (+/- 180 meters Scaled)
 PZ0258
 PZ0258                          SUPERSEDED SURVEY CONTROL
 PZ0258
 PZ0258  NGVD 29 (??/??/92) 1841.911  (m)         6043.00   (f) ADJ UNCH    1 2
 PZ0258
 PZ0258.Superseded values are not recommended for survey control.
 PZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0258.See file dsdata.txt to determine how the superseded data were derived.
 PZ0258
 PZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ677507(NAD 83)
 PZ0258_MARKER: DB = BENCH MARK DISK
 PZ0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0258_SP_SET: CULVERT
 PZ0258_STAMPING: C 318 1962
 PZ0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0258
 PZ0258  HISTORY     - Date     Condition        Report By
 PZ0258  HISTORY     - 1962     MONUMENTED       CGS
 PZ0258
 PZ0258                          STATION DESCRIPTION
 PZ0258
 PZ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0258'2.25 MI SE FROM DELL.
 PZ0258'2.25 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0258'AT DELL, 8 POLES SOUTHEAST OF MILEPOLE 286, IN THE TOP OF THE
 PZ0258'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF CULVERT 285.75,
 PZ0258'6.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN
 PZ0258'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0016 ***********************************************************************
 PZ0016  DESIGNATION -  C 319
 PZ0016  PID         -  PZ0016
 PZ0016  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0016  USGS QUAD   -  MONIDA (1968)
 PZ0016
 PZ0016                         *CURRENT SURVEY CONTROL
 PZ0016  ___________________________________________________________________
 PZ0016* NAD 83(1986)-  44 33 57.     (N)    112 19 27.     (W)     SCALED    
 PZ0016* NAVD 88     -      2062.674  (meters)    6767.29   (feet)  ADJUSTED  
 PZ0016  ___________________________________________________________________
 PZ0016  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 PZ0016  DYNAMIC HT  -        2061.475 (meters)    6763.36  (feet)  COMP
 PZ0016  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 PZ0016
 PZ0016  VERT ORDER  -  FIRST     CLASS II
 PZ0016
 PZ0016.The horizontal coordinates were scaled from a topographic map and have
 PZ0016.an estimated accuracy of +/- 6 seconds.
 PZ0016
 PZ0016.The orthometric height was determined by differential leveling
 PZ0016.and adjusted by the National Geodetic Survey in June 1991..
 PZ0016.WARNING-Repeat measurements at this control monument indicate possible
 PZ0016.vertical movement.
 PZ0016
 PZ0016.The geoid height was determined by GEOID03.
 PZ0016
 PZ0016.The dynamic height is computed by dividing the NAVD 88
 PZ0016.geopotential number by the normal gravity value computed on the
 PZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0016.degrees latitude (g = 980.6199 gals.).
 PZ0016
 PZ0016.The modeled gravity was interpolated from observed gravity values.
 PZ0016
 PZ0016;                    North         East    Units  Estimated Accuracy
 PZ0016;SPC MT       -    39,160.      375,630.      MT  (+/- 180 meters Scaled)
 PZ0016
 PZ0016                          SUPERSEDED SURVEY CONTROL
 PZ0016
 PZ0016  NGVD 29 (??/??/92) 2061.304  (m)         6762.79   (f) ADJ UNCH    1 2
 PZ0016
 PZ0016.Superseded values are not recommended for survey control.
 PZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0016.See file dsdata.txt to determine how the superseded data were derived.
 PZ0016
 PZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ948355(NAD 83)
 PZ0016_MARKER: DB = BENCH MARK DISK
 PZ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0016_STAMPING: C 319 1962
 PZ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0016+STABILITY: SURFACE MOTION
 PZ0016
 PZ0016  HISTORY     - Date     Condition        Report By
 PZ0016  HISTORY     - 1962     MONUMENTED       CGS
 PZ0016  HISTORY     - 1968     GOOD             NGS
 PZ0016
 PZ0016                          STATION DESCRIPTION
 PZ0016
 PZ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0016'0.7 MI NW FROM MONIDA.
 PZ0016'0.7 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0016'AT MONIDA, 55 FEET EAST-SOUTHEAST OF THE FOURTH POLE SOUTHEAST OF
 PZ0016'MILEPOLE 265.50, 96 FEET NORTH OF THE NORTH RAIL, 193 FEET WEST OF A
 PZ0016'FENCE CORNER, 2.3 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS
 PZ0016'POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 PZ0016'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THE MARK
 PZ0016'LOOKS GOOD BUT APPARENTLY IS BEING HEAVED BY FROST ACTION.  IT SHOULD
 PZ0016'BE USED WITH CARE.
 PZ0016
 PZ0016                          STATION RECOVERY (1968)
 PZ0016
 PZ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PZ0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0118 ***********************************************************************
 QY0118  DESIGNATION -  C 320
 QY0118  PID         -  QY0118
 QY0118  STATE/COUNTY-  MT/BEAVERHEAD
 QY0118  USGS QUAD   -  DALYS (1952)
 QY0118
 QY0118                         *CURRENT SURVEY CONTROL
 QY0118  ___________________________________________________________________
 QY0118* NAD 83(1986)-  45 06 57.     (N)    112 45 04.     (W)     SCALED    
 QY0118* NAVD 88     -      1609.730  (meters)    5281.26   (feet)  ADJUSTED  
 QY0118  ___________________________________________________________________
 QY0118  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 QY0118  DYNAMIC HT  -        1608.988 (meters)    5278.82  (feet)  COMP
 QY0118  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 QY0118
 QY0118  VERT ORDER  -  FIRST     CLASS II
 QY0118
 QY0118.The horizontal coordinates were scaled from a topographic map and have
 QY0118.an estimated accuracy of +/- 6 seconds.
 QY0118
 QY0118.The orthometric height was determined by differential leveling
 QY0118.and adjusted by the National Geodetic Survey in June 1991..
 QY0118
 QY0118.The geoid height was determined by GEOID03.
 QY0118
 QY0118.The dynamic height is computed by dividing the NAVD 88
 QY0118.geopotential number by the normal gravity value computed on the
 QY0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0118.degrees latitude (g = 980.6199 gals.).
 QY0118
 QY0118.The modeled gravity was interpolated from observed gravity values.
 QY0118
 QY0118;                    North         East    Units  Estimated Accuracy
 QY0118;SPC MT       -   101,550.      344,270.      MT  (+/- 180 meters Scaled)
 QY0118
 QY0118                          SUPERSEDED SURVEY CONTROL
 QY0118
 QY0118  NGVD 29 (??/??/92) 1608.511  (m)         5277.26   (f) ADJ UNCH    1 2
 QY0118
 QY0118.Superseded values are not recommended for survey control.
 QY0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0118.See file dsdata.txt to determine how the superseded data were derived.
 QY0118
 QY0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ622973(NAD 83)
 QY0118_MARKER: DB = BENCH MARK DISK
 QY0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0118_SP_SET: ABUTMENT
 QY0118_STAMPING: C 320 1962
 QY0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0118
 QY0118  HISTORY     - Date     Condition        Report By
 QY0118  HISTORY     - 1962     MONUMENTED       CGS
 QY0118
 QY0118                          STATION DESCRIPTION
 QY0118
 QY0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0118'8.85 MI SW FROM DILLON.
 QY0118'8.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0118'AT DILLON, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT
 QY0118'OF STEEL TRUSS BRIDGE 319.13, 6.0 FEET EAST OF THE EAST RAIL, 43 1/2
 QY0118'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING OF A DIRT ROAD, AND
 QY0118'ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0141 ***********************************************************************
 QY0141  DESIGNATION -  C 321
 QY0141  PID         -  QY0141
 QY0141  STATE/COUNTY-  MT/BEAVERHEAD
 QY0141  USGS QUAD   -  DILLON WEST (1979)
 QY0141
 QY0141                         *CURRENT SURVEY CONTROL
 QY0141  ___________________________________________________________________
 QY0141* NAD 83(1986)-  45 14 34.     (N)    112 38 04.     (W)     SCALED    
 QY0141* NAVD 88     -      1543.178  (meters)    5062.91   (feet)  ADJUSTED  
 QY0141  ___________________________________________________________________
 QY0141  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 QY0141  DYNAMIC HT  -        1542.550 (meters)    5060.85  (feet)  COMP
 QY0141  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 QY0141
 QY0141  VERT ORDER  -  FIRST     CLASS II
 QY0141
 QY0141.The horizontal coordinates were scaled from a topographic map and have
 QY0141.an estimated accuracy of +/- 6 seconds.
 QY0141
 QY0141.The orthometric height was determined by differential leveling
 QY0141.and adjusted by the National Geodetic Survey in June 1991..
 QY0141
 QY0141.The geoid height was determined by GEOID03.
 QY0141
 QY0141.The dynamic height is computed by dividing the NAVD 88
 QY0141.geopotential number by the normal gravity value computed on the
 QY0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0141.degrees latitude (g = 980.6199 gals.).
 QY0141
 QY0141.The modeled gravity was interpolated from observed gravity values.
 QY0141
 QY0141;                    North         East    Units  Estimated Accuracy
 QY0141;SPC MT       -   115,270.      354,000.      MT  (+/- 180 meters Scaled)
 QY0141
 QY0141                          SUPERSEDED SURVEY CONTROL
 QY0141
 QY0141  NGVD 29 (??/??/92) 1542.023  (m)         5059.12   (f) ADJ UNCH    1 2
 QY0141
 QY0141.Superseded values are not recommended for survey control.
 QY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0141.See file dsdata.txt to determine how the superseded data were derived.
 QY0141
 QY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR717112(NAD 83)
 QY0141_MARKER: DB = BENCH MARK DISK
 QY0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0141_STAMPING: C 321 1962
 QY0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0141+STABILITY: SURFACE MOTION
 QY0141
 QY0141  HISTORY     - Date     Condition        Report By
 QY0141  HISTORY     - 1962     MONUMENTED       CGS
 QY0141
 QY0141                          STATION DESCRIPTION
 QY0141
 QY0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0141'2.0 MI N FROM DILLON.
 QY0141'2.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0141'DILLON, 3 1/2 FEET NORTH OF MILEPOLE 330, 29.8 FEET EAST OF THE EAST
 QY0141'RAIL, 57 1/2 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 91, 17.4
 QY0141'FEET WEST OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 5 FEET
 QY0141'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 QY0141'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0192 ***********************************************************************
 QY0192  DESIGNATION -  C 322
 QY0192  PID         -  QY0192
 QY0192  STATE/COUNTY-  MT/MADISON
 QY0192  USGS QUAD   -  EARLS GULCH (1988)
 QY0192
 QY0192                         *CURRENT SURVEY CONTROL
 QY0192  ___________________________________________________________________
 QY0192* NAD 83(1986)-  45 32 53.     (N)    112 41 29.     (W)     SCALED    
 QY0192* NAVD 88     -      1546.590  (meters)    5074.10   (feet)  ADJUSTED  
 QY0192  ___________________________________________________________________
 QY0192  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 QY0192  DYNAMIC HT  -        1545.979 (meters)    5072.10  (feet)  COMP
 QY0192  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 QY0192
 QY0192  VERT ORDER  -  FIRST     CLASS II
 QY0192
 QY0192.The horizontal coordinates were scaled from a topographic map and have
 QY0192.an estimated accuracy of +/- 6 seconds.
 QY0192
 QY0192.The orthometric height was determined by differential leveling
 QY0192.and adjusted by the National Geodetic Survey in June 1991..
 QY0192
 QY0192.The geoid height was determined by GEOID03.
 QY0192
 QY0192.The dynamic height is computed by dividing the NAVD 88
 QY0192.geopotential number by the normal gravity value computed on the
 QY0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0192.degrees latitude (g = 980.6199 gals.).
 QY0192
 QY0192.The modeled gravity was interpolated from observed gravity values.
 QY0192
 QY0192;                    North         East    Units  Estimated Accuracy
 QY0192;SPC MT       -   149,340.      350,920.      MT  (+/- 180 meters Scaled)
 QY0192
 QY0192                          SUPERSEDED SURVEY CONTROL
 QY0192
 QY0192  NGVD 29 (??/??/92) 1545.403  (m)         5070.21   (f) ADJ UNCH    1 2
 QY0192
 QY0192.Superseded values are not recommended for survey control.
 QY0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0192.See file dsdata.txt to determine how the superseded data were derived.
 QY0192
 QY0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR679452(NAD 83)
 QY0192_MARKER: DB = BENCH MARK DISK
 QY0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0192_SP_SET: BRIDGE
 QY0192_STAMPING: C 322 1962
 QY0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0192
 QY0192  HISTORY     - Date     Condition        Report By
 QY0192  HISTORY     - 1962     MONUMENTED       CGS
 QY0192
 QY0192                          STATION DESCRIPTION
 QY0192
 QY0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0192'5.9 MI S FROM MELROSE.
 QY0192'5.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 QY0192'AT MELROSE, 4 POLES SOUTH-SOUTHEAST OF MILEPOLE 353, AT THE CROSSING
 QY0192'OF A GRAVELED ROAD, IN THE TOP OF THE EAST-SOUTHEAST END OF THE
 QY0192'WEST-NORTHWEST CONCRETE WING WALL OF A SMALL TRUSS BRIDGE OVER A
 QY0192'SLOUGH, 116.0 FEET WEST-SOUTHWEST OF THE NEAR RAIL, 9 1/2 FEET
 QY0192'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 QY0192'ROAD, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0125 ***********************************************************************
 QY0125  DESIGNATION -  C 323
 QY0125  PID         -  QY0125
 QY0125  STATE/COUNTY-  MT/BEAVERHEAD
 QY0125  USGS QUAD   -  DILLON WEST (1979)
 QY0125
 QY0125                         *CURRENT SURVEY CONTROL
 QY0125  ___________________________________________________________________
 QY0125* NAD 83(1986)-  45 10 21.     (N)    112 41 32.     (W)     SCALED    
 QY0125* NAVD 88     -      1577.302  (meters)    5174.86   (feet)  ADJUSTED  
 QY0125  ___________________________________________________________________
 QY0125  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 QY0125  DYNAMIC HT  -        1576.615 (meters)    5172.61  (feet)  COMP
 QY0125  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 QY0125
 QY0125  VERT ORDER  -  FIRST     CLASS II
 QY0125
 QY0125.The horizontal coordinates were scaled from a topographic map and have
 QY0125.an estimated accuracy of +/- 6 seconds.
 QY0125
 QY0125.The orthometric height was determined by differential leveling
 QY0125.and adjusted by the National Geodetic Survey in June 1991..
 QY0125
 QY0125.The geoid height was determined by GEOID03.
 QY0125
 QY0125.The dynamic height is computed by dividing the NAVD 88
 QY0125.geopotential number by the normal gravity value computed on the
 QY0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0125.degrees latitude (g = 980.6199 gals.).
 QY0125
 QY0125.The modeled gravity was interpolated from observed gravity values.
 QY0125
 QY0125;                    North         East    Units  Estimated Accuracy
 QY0125;SPC MT       -   107,650.      349,150.      MT  (+/- 180 meters Scaled)
 QY0125
 QY0125                          SUPERSEDED SURVEY CONTROL
 QY0125
 QY0125  NGVD 29 (??/??/92) 1576.116  (m)         5170.97   (f) ADJ UNCH    1 2
 QY0125
 QY0125.Superseded values are not recommended for survey control.
 QY0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0125.See file dsdata.txt to determine how the superseded data were derived.
 QY0125
 QY0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR670035(NAD 83)
 QY0125_MARKER: DB = BENCH MARK DISK
 QY0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QY0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QY0125_STAMPING: C 323 1962
 QY0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0125
 QY0125  HISTORY     - Date     Condition        Report By
 QY0125  HISTORY     - 1962     MONUMENTED       CGS
 QY0125
 QY0125                          STATION DESCRIPTION
 QY0125
 QY0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0125'4.0 MI SW FROM DILLON.
 QY0125'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0125'AT DILLON, 2 FEET NORTHWEST OF MILEPOLE 324, 23.5 FEET SOUTHEAST OF
 QY0125'THE SOUTHEAST RAIL, 6.2 FEET NORTHWEST OF A FENCE, 1.2 FEET SOUTHEAST
 QY0125'OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, A DISK
 QY0125'BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE
 QY0125'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0223 ***********************************************************************
 ST0223  DESIGNATION -  C 324
 ST0223  PID         -  ST0223
 ST0223  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0223  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0223
 ST0223                         *CURRENT SURVEY CONTROL
 ST0223  ___________________________________________________________________
 ST0223* NAD 83(1986)-  47 07 43.     (N)    112 04 10.     (W)     SCALED    
 ST0223* NAVD 88     -      1290.944  (meters)    4235.37   (feet)  ADJUSTED  
 ST0223  ___________________________________________________________________
 ST0223  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 ST0223  DYNAMIC HT  -        1290.755 (meters)    4234.75  (feet)  COMP
 ST0223  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 ST0223
 ST0223  VERT ORDER  -  SECOND    CLASS 0
 ST0223
 ST0223.The horizontal coordinates were scaled from a topographic map and have
 ST0223.an estimated accuracy of +/- 6 seconds.
 ST0223
 ST0223.The orthometric height was determined by differential leveling
 ST0223.and adjusted by the National Geodetic Survey in June 1991..
 ST0223
 ST0223.The geoid height was determined by GEOID03.
 ST0223
 ST0223.The dynamic height is computed by dividing the NAVD 88
 ST0223.geopotential number by the normal gravity value computed on the
 ST0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0223.degrees latitude (g = 980.6199 gals.).
 ST0223
 ST0223.The modeled gravity was interpolated from observed gravity values.
 ST0223
 ST0223;                    North         East    Units  Estimated Accuracy
 ST0223;SPC MT       -   323,060.      405,200.      MT  (+/- 180 meters Scaled)
 ST0223
 ST0223                          SUPERSEDED SURVEY CONTROL
 ST0223
 ST0223  NGVD 29 (??/??/92) 1289.970  (m)         4232.18   (f) ADJ UNCH    2 0
 ST0223
 ST0223.Superseded values are not recommended for survey control.
 ST0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0223.See file dsdata.txt to determine how the superseded data were derived.
 ST0223
 ST0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT188200(NAD 83)
 ST0223_MARKER: DB = BENCH MARK DISK
 ST0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0223_SP_SET: BUILDING WALL
 ST0223_STAMPING: C 324 1962
 ST0223_MARK LOGO: CGS   
 ST0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ST0223+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0223
 ST0223  HISTORY     - Date     Condition        Report By
 ST0223  HISTORY     - 1962     MONUMENTED       CGS
 ST0223  HISTORY     - 19961016 GOOD             NGS
 ST0223
 ST0223                          STATION DESCRIPTION
 ST0223
 ST0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0223'10.2 MI N FROM WOLF CREEK.
 ST0223'10.2 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0223'RAILWAY STATION AT WOLF CREEK, SET VERTICALLY IN THE EAST FACE OF A
 ST0223'BRICK TELEPHONE RELAY BUILDING, 111 FEET WEST OF THE CENTER LINE OF
 ST0223'THE HIGHWAY, 0.4 FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 ST0223'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 0.6 FOOT ABOVE THE
 ST0223'GROUND.
 ST0223
 ST0223                          STATION RECOVERY (1996)
 ST0223
 ST0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0223'12.05 MI (19.39 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE
 ST0223'JUNCTION WITH STATE HIGHWAY 200, IN BOWMANS CORNERS, TO MILE POST 8,
 ST0223'THEN 0.3 MI (0.5 KM) TO A TELEPHONE RELAY BUILDING ON THE RIGHT, SET
 ST0223'VERTICALLY IN THE EAST FACE OF THE BUILDING, 111.0 FT (33.8 M) WEST OF
 ST0223'THE CENTER OF THE HIGHWAY, 0.4 FT (12.2 CM) NORTH OF THE SOUTHEAST
 ST0223'CORNER AND 0.6 FT (18.3 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0858 ***********************************************************************
 SS0858  DESIGNATION -  C 325
 SS0858  PID         -  SS0858
 SS0858  STATE/COUNTY-  MT/CASCADE
 SS0858  USGS QUAD   -  HARDY (1961)
 SS0858
 SS0858                         *CURRENT SURVEY CONTROL
 SS0858  ___________________________________________________________________
 SS0858* NAD 83(1986)-  47 07 55.     (N)    111 52 19.     (W)     SCALED    
 SS0858* NAVD 88     -      1048.558  (meters)    3440.14   (feet)  ADJUSTED  
 SS0858  ___________________________________________________________________
 SS0858  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 SS0858  DYNAMIC HT  -        1048.405 (meters)    3439.64  (feet)  COMP
 SS0858  MODELED GRAV-     980,433.1   (mgal)                       NAVD 88
 SS0858
 SS0858  VERT ORDER  -  FIRST     CLASS II
 SS0858
 SS0858.The horizontal coordinates were scaled from a topographic map and have
 SS0858.an estimated accuracy of +/- 6 seconds.
 SS0858
 SS0858.The orthometric height was determined by differential leveling
 SS0858.and adjusted by the National Geodetic Survey in June 1991..
 SS0858
 SS0858.The geoid height was determined by GEOID03.
 SS0858
 SS0858.The dynamic height is computed by dividing the NAVD 88
 SS0858.geopotential number by the normal gravity value computed on the
 SS0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0858.degrees latitude (g = 980.6199 gals.).
 SS0858
 SS0858.The modeled gravity was interpolated from observed gravity values.
 SS0858
 SS0858;                    North         East    Units  Estimated Accuracy
 SS0858;SPC MT       -   322,960.      420,180.      MT  (+/- 180 meters Scaled)
 SS0858
 SS0858                          SUPERSEDED SURVEY CONTROL
 SS0858
 SS0858  NGVD 29 (??/??/92) 1047.589  (m)         3436.96   (f) ADJ UNCH    1 2
 SS0858
 SS0858.Superseded values are not recommended for survey control.
 SS0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0858.See file dsdata.txt to determine how the superseded data were derived.
 SS0858
 SS0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT338201(NAD 83)
 SS0858_MARKER: DB = BENCH MARK DISK
 SS0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0858_SP_SET: CUT BANK
 SS0858_STAMPING: C 325 1962
 SS0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0858
 SS0858  HISTORY     - Date     Condition        Report By
 SS0858  HISTORY     - 1962     MONUMENTED       CGS
 SS0858
 SS0858                          STATION DESCRIPTION
 SS0858
 SS0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0858'14.7 MI SW FROM CASCADE.
 SS0858'14.7 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0858'AT CASCADE, 53 1/2 FEET WEST-NORTHWEST OF THE FIFTH POLE WEST OF
 SS0858'MILEPOST 159, SET VERTICALLY IN THE SOUTH-SOUTHWEST FACE OF A CUT
 SS0858'BANK, 7.4 FEET NORTH-NORTHEAST OF THE NEAR RAIL, ABOUT 3 FEET HIGHER
 SS0858'THAN THE TRACK, AND ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0074 ***********************************************************************
 RV0074  DESIGNATION -  C 326
 RV0074  PID         -  RV0074
 RV0074  STATE/COUNTY-  MT/YELLOWSTONE
 RV0074  USGS QUAD   -  BELMONT (1979)
 RV0074
 RV0074                         *CURRENT SURVEY CONTROL
 RV0074  ___________________________________________________________________
 RV0074* NAD 83(1986)-  46 07 49.     (N)    108 53 15.     (W)     SCALED    
 RV0074* NAVD 88     -      1180.914  (meters)    3874.38   (feet)  ADJUSTED  
 RV0074  ___________________________________________________________________
 RV0074  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 RV0074  DYNAMIC HT  -        1180.680 (meters)    3873.61  (feet)  COMP
 RV0074  MODELED GRAV-     980,375.5   (mgal)                       NAVD 88
 RV0074
 RV0074  VERT ORDER  -  FIRST     CLASS II
 RV0074
 RV0074.The horizontal coordinates were scaled from a topographic map and have
 RV0074.an estimated accuracy of +/- 6 seconds.
 RV0074
 RV0074.The orthometric height was determined by differential leveling
 RV0074.and adjusted by the National Geodetic Survey in June 1991..
 RV0074
 RV0074.The geoid height was determined by GEOID03.
 RV0074
 RV0074.The dynamic height is computed by dividing the NAVD 88
 RV0074.geopotential number by the normal gravity value computed on the
 RV0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0074.degrees latitude (g = 980.6199 gals.).
 RV0074
 RV0074.The modeled gravity was interpolated from observed gravity values.
 RV0074
 RV0074;                    North         East    Units  Estimated Accuracy
 RV0074;SPC MT       -   209,140.      647,310.      MT  (+/- 180 meters Scaled)
 RV0074
 RV0074                          SUPERSEDED SURVEY CONTROL
 RV0074
 RV0074  NGVD 29 (??/??/92) 1180.069  (m)         3871.61   (f) ADJ UNCH    1 2
 RV0074
 RV0074.Superseded values are not recommended for survey control.
 RV0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0074.See file dsdata.txt to determine how the superseded data were derived.
 RV0074
 RV0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS631106(NAD 83)
 RV0074_MARKER: DB = BENCH MARK DISK
 RV0074_SETTING: 66 = SET IN ROCK OUTCROP
 RV0074_SP_SET: SANDSTONE CLIFF
 RV0074_STAMPING: C 326 1962
 RV0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0074+STABILITY: POSITION/ELEVATION WELL
 RV0074
 RV0074  HISTORY     - Date     Condition        Report By
 RV0074  HISTORY     - 1962     MONUMENTED       CGS
 RV0074
 RV0074                          STATION DESCRIPTION
 RV0074
 RV0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0074'2.4 MI N FROM BROADVIEW.
 RV0074'2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RV0074'BROADVIEW, THENCE 0.1 MILE EAST ACROSS STATE HIGHWAY 3 TO THE WEST
 RV0074'FACE OF A SANDSTONE CLIFF, SET VERTICALLY IN THE WEST FACE OF THE
 RV0074'CLIFF, 110 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET EAST
 RV0074'OF A FENCE, 59 FEET NORTH-NORTHEAST OF BENCH MARK B 326, ABOUT 20 FEET
 RV0074'HIGHER THAN THE HIGHWAY, AND 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0220 ***********************************************************************
 RV0220  DESIGNATION -  C 327
 RV0220  PID         -  RV0220
 RV0220  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0220  USGS QUAD   -  RYEGATE EAST (1986)
 RV0220
 RV0220                         *CURRENT SURVEY CONTROL
 RV0220  ___________________________________________________________________
 RV0220* NAD 83(1986)-  46 20 12.     (N)    109 07 48.     (W)     SCALED    
 RV0220* NAVD 88     -      1112.703  (meters)    3650.59   (feet)  ADJUSTED  
 RV0220  ___________________________________________________________________
 RV0220  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 RV0220  DYNAMIC HT  -        1112.516 (meters)    3649.98  (feet)  COMP
 RV0220  MODELED GRAV-     980,407.9   (mgal)                       NAVD 88
 RV0220
 RV0220  VERT ORDER  -  FIRST     CLASS II
 RV0220
 RV0220.The horizontal coordinates were scaled from a topographic map and have
 RV0220.an estimated accuracy of +/- 6 seconds.
 RV0220
 RV0220.The orthometric height was determined by differential leveling
 RV0220.and adjusted by the National Geodetic Survey in June 1991..
 RV0220
 RV0220.The geoid height was determined by GEOID03.
 RV0220
 RV0220.The dynamic height is computed by dividing the NAVD 88
 RV0220.geopotential number by the normal gravity value computed on the
 RV0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0220.degrees latitude (g = 980.6199 gals.).
 RV0220
 RV0220.The modeled gravity was interpolated from observed gravity values.
 RV0220
 RV0220;                    North         East    Units  Estimated Accuracy
 RV0220;SPC MT       -   231,950.      628,470.      MT  (+/- 180 meters Scaled)
 RV0220
 RV0220                          SUPERSEDED SURVEY CONTROL
 RV0220
 RV0220  NGVD 29 (??/??/92) 1111.856  (m)         3647.81   (f) ADJ UNCH    1 2
 RV0220
 RV0220.Superseded values are not recommended for survey control.
 RV0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0220.See file dsdata.txt to determine how the superseded data were derived.
 RV0220
 RV0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS439331(NAD 83)
 RV0220_MARKER: DB = BENCH MARK DISK
 RV0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0220_STAMPING: C 327 1962
 RV0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0220
 RV0220  HISTORY     - Date     Condition        Report By
 RV0220  HISTORY     - 1962     MONUMENTED       CGS
 RV0220
 RV0220                          STATION DESCRIPTION
 RV0220
 RV0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0220'6.05 MI NW FROM CUSHMAN.
 RV0220'6.05 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0220'CROSSING AT CUSHMAN, 7.2 MILES SOUTHEAST OF FRANKLIN, 39 FEET
 RV0220'NORTH-NORTHEAST OF MILEPOST 62, 52.0 FEET NORTH-NORTHEAST OF THE NEAR
 RV0220'RAIL, 61 FEET NORTHEAST OF THE EAST ONE OF FOUR CONCRETE PIPE
 RV0220'CULVERTS, 1.6 FEET SOUTH-SOUTHWEST OF A FENCE, 1.0 FOOT WEST OF A
 RV0220'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND WELDED ON THE TOP
 RV0220'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0768 ***********************************************************************
 SS0768  DESIGNATION -  C 328
 SS0768  PID         -  SS0768
 SS0768  STATE/COUNTY-  MT/CASCADE
 SS0768  USGS QUAD   -  TRULY (1965)
 SS0768
 SS0768                         *CURRENT SURVEY CONTROL
 SS0768  ___________________________________________________________________
 SS0768* NAD 83(1986)-  47 17 16.     (N)    111 25 45.     (W)     SCALED    
 SS0768* NAVD 88     -      1041.340  (meters)    3416.46   (feet)  ADJUSTED  
 SS0768  ___________________________________________________________________
 SS0768  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 SS0768  DYNAMIC HT  -        1041.239 (meters)    3416.13  (feet)  COMP
 SS0768  MODELED GRAV-     980,481.0   (mgal)                       NAVD 88
 SS0768
 SS0768  VERT ORDER  -  SECOND    CLASS 0
 SS0768
 SS0768.The horizontal coordinates were scaled from a topographic map and have
 SS0768.an estimated accuracy of +/- 6 seconds.
 SS0768
 SS0768.The orthometric height was determined by differential leveling
 SS0768.and adjusted by the National Geodetic Survey in June 1991..
 SS0768
 SS0768.The geoid height was determined by GEOID03.
 SS0768
 SS0768.The dynamic height is computed by dividing the NAVD 88
 SS0768.geopotential number by the normal gravity value computed on the
 SS0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0768.degrees latitude (g = 980.6199 gals.).
 SS0768
 SS0768.The modeled gravity was interpolated from observed gravity values.
 SS0768
 SS0768;                    North         East    Units  Estimated Accuracy
 SS0768;SPC MT       -   339,350.      454,170.      MT  (+/- 180 meters Scaled)
 SS0768
 SS0768                          SUPERSEDED SURVEY CONTROL
 SS0768
 SS0768  NGVD 29 (??/??/92) 1040.416  (m)         3413.43   (f) ADJ UNCH    2 0
 SS0768
 SS0768.Superseded values are not recommended for survey control.
 SS0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0768.See file dsdata.txt to determine how the superseded data were derived.
 SS0768
 SS0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT675372(NAD 83)
 SS0768_MARKER: DB = BENCH MARK DISK
 SS0768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0768_SP_SET: CULVERT
 SS0768_STAMPING: C 328 1962
 SS0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0768
 SS0768  HISTORY     - Date     Condition        Report By
 SS0768  HISTORY     - 1962     MONUMENTED       CGS
 SS0768
 SS0768                          STATION DESCRIPTION
 SS0768
 SS0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0768'7.45 MI N FROM SPANISH COULEE SCHOOL.
 SS0768'7.45 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0768'0.1 MILE NORTH-NORTHEAST OF A CURVE, SOUTHEAST AND ACROSS THE ROAD
 SS0768'FROM A LONE COTTONWOOD TREE, IN THE TOP OF THE SOUTHWEST CORNER OF A
 SS0768'3- BY 4-FOOT OUTCROP, 82 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 SS0768'ROAD, 124 FEET NORTHEAST OF THE EAST END OF A 48-INCH CONCRETE
 SS0768'CULVERT, 4.5 FEET EAST-NORTHEAST OF A FENCE, 1.8 FEET NORTHEAST OF A
 SS0768'WITNESS POST, ABOUT 15 FEET HIGHER THAN THE ROAD, AND 2 1/2 FEET ABOVE
 SS0768'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0099 ***********************************************************************
 QX0099  DESIGNATION -  C 33
 QX0099  PID         -  QX0099
 QX0099  STATE/COUNTY-  MT/PARK
 QX0099  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0099
 QX0099                         *CURRENT SURVEY CONTROL
 QX0099  ___________________________________________________________________
 QX0099* NAD 83(1986)-  45 05 26.     (N)    110 46 59.     (W)     SCALED    
 QX0099* NAVD 88     -      1582.498  (meters)    5191.91   (feet)  POSTED    
 QX0099  ___________________________________________________________________
 QX0099  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 QX0099  DYNAMIC HT  -        1581.750 (meters)    5189.46  (feet)  COMP
 QX0099  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 QX0099
 QX0099  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0099
 QX0099.The horizontal coordinates were scaled from a topographic map and have
 QX0099.an estimated accuracy of +/- 6 seconds.
 QX0099
 QX0099.The orthometric height was determined by differential leveling
 QX0099.and adjusted by the National Geodetic Survey in 1992..
 QX0099.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0099.rate of 0.0 thru 1.0 mm/km.
 QX0099
 QX0099.The geoid height was determined by GEOID03.
 QX0099
 QX0099.The dynamic height is computed by dividing the NAVD 88
 QX0099.geopotential number by the normal gravity value computed on the
 QX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0099.degrees latitude (g = 980.6199 gals.).
 QX0099
 QX0099.The modeled gravity was interpolated from observed gravity values.
 QX0099
 QX0099;                    North         East    Units  Estimated Accuracy
 QX0099;SPC MT       -    94,260.      499,000.      MT  (+/- 180 meters Scaled)
 QX0099
 QX0099                          SUPERSEDED SURVEY CONTROL
 QX0099
 QX0099  NGVD 29 (??/??/92) 1581.231  (m)         5187.76   (f) ADJ UNCH    1 2
 QX0099
 QX0099.Superseded values are not recommended for survey control.
 QX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0099.See file dsdata.txt to determine how the superseded data were derived.
 QX0099
 QX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ170930(NAD 83)
 QX0099_MARKER: DB = BENCH MARK DISK
 QX0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0099_SP_SET: ABUTMENT
 QX0099_STAMPING: C 33 1923 5187.969
 QX0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0099
 QX0099  HISTORY     - Date     Condition        Report By
 QX0099  HISTORY     - 1923     MONUMENTED       CGS
 QX0099  HISTORY     - 1960     GOOD             NGS
 QX0099
 QX0099                          STATION DESCRIPTION
 QX0099
 QX0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0099'5.9 MI NW FROM GARDINER.
 QX0099'ABOUT 5.9 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0099'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 6, T 9 S, R 8 E, 177
 QX0099'FEET SOUTHEAST OF MILEPOST 48, 12 FEET SOUTHWEST OF THE SOUTHWEST
 QX0099'RAIL, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 QX0099'ABUTMENT OF A CONCRETE CULVERT, 0.15 MILE EAST OF THE FOOT OF DEVILS
 QX0099'SLIDE, 101 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, ABOUT 4
 QX0099'1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 1 1/2 FEET BELOW THE
 QX0099'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0009 ***********************************************************************
 RT0009  DESIGNATION -  C 34
 RT0009  PID         -  RT0009
 RT0009  STATE/COUNTY-  MT/WIBAUX
 RT0009  USGS QUAD   -  BEACH WEST (1982)
 RT0009
 RT0009                         *CURRENT SURVEY CONTROL
 RT0009  ___________________________________________________________________
 RT0009* NAD 83(1986)-  46 56 06.     (N)    104 02 57.     (W)     SCALED    
 RT0009* NAVD 88     -       861.408  (meters)    2826.14   (feet)  ADJUSTED  
 RT0009  ___________________________________________________________________
 RT0009  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 RT0009  DYNAMIC HT  -         861.397 (meters)    2826.10  (feet)  COMP
 RT0009  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 RT0009
 RT0009  VERT ORDER  -  FIRST     CLASS II
 RT0009
 RT0009.The horizontal coordinates were scaled from a topographic map and have
 RT0009.an estimated accuracy of +/- 6 seconds.
 RT0009
 RT0009.The orthometric height was determined by differential leveling
 RT0009.and adjusted by the National Geodetic Survey in June 1991..
 RT0009
 RT0009.The geoid height was determined by GEOID03.
 RT0009
 RT0009.The dynamic height is computed by dividing the NAVD 88
 RT0009.geopotential number by the normal gravity value computed on the
 RT0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0009.degrees latitude (g = 980.6199 gals.).
 RT0009
 RT0009.The modeled gravity was interpolated from observed gravity values.
 RT0009
 RT0009;                    North         East    Units  Estimated Accuracy
 RT0009;SPC MT       -   312,780.    1,014,490.      MT  (+/- 180 meters Scaled)
 RT0009
 RT0009                          SUPERSEDED SURVEY CONTROL
 RT0009
 RT0009  NGVD 29 (??/??/92)  860.765  (m)         2824.03   (f) ADJ UNCH    1 2
 RT0009
 RT0009.Superseded values are not recommended for survey control.
 RT0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0009.See file dsdata.txt to determine how the superseded data were derived.
 RT0009
 RT0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM723983(NAD 83)
 RT0009_MARKER: DB = BENCH MARK DISK
 RT0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0009_STAMPING: 2824.026 C 34 1931
 RT0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0009+STABILITY: SURFACE MOTION
 RT0009
 RT0009  HISTORY     - Date     Condition        Report By
 RT0009  HISTORY     - 1931     MONUMENTED       CGS
 RT0009  HISTORY     - 1963     MARK NOT FOUND   NGS
 RT0009  HISTORY     - 1982     MARK NOT FOUND   NGS
 RT0009
 RT0009                          STATION DESCRIPTION
 RT0009
 RT0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RT0009'3.0 MI W FROM BEACH, ND.
 RT0009'IN WIBAUX COUNTY, MONTANA, 3.0 MILES WEST ALONG THE NORTHERN PACIFIC
 RT0009'RAILWAY FROM THE STATION AT BEACH, GOLDEN VALLEY COUNTY, NORTH DAKOTA,
 RT0009'0.2 MILE WEST OF THE MONTANA-NORTH DAKOTA STATE LINE, 73 FEET SOUTH OF
 RT0009'THE SOUTH RAIL, AND 1-1/2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 RT0009'A STANDARD DISK, STAMPED 2824.026 C 34 1931 AND SET IN THE TOP OF A
 RT0009'CONCRETE POST.
 RT0009
 RT0009                          STATION RECOVERY (1963)
 RT0009
 RT0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 RT0009'MARK NOT FOUND.
 RT0009
 RT0009                          STATION RECOVERY (1982)
 RT0009
 RT0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RT0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0124 ***********************************************************************
 RU0124  DESIGNATION -  C 35
 RU0124  PID         -  RU0124
 RU0124  STATE/COUNTY-  MT/ROSEBUD
 RU0124  USGS QUAD   -  NICHOLS (1984)
 RU0124
 RU0124                         *CURRENT SURVEY CONTROL
 RU0124  ___________________________________________________________________
 RU0124* NAD 83(1986)-  46 17 16.     (N)    106 46 29.     (W)     SCALED    
 RU0124* NAVD 88     -       776.703  (meters)    2548.23   (feet)  ADJUSTED  
 RU0124  ___________________________________________________________________
 RU0124  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 RU0124  DYNAMIC HT  -         776.627 (meters)    2547.98  (feet)  COMP
 RU0124  MODELED GRAV-     980,490.3   (mgal)                       NAVD 88
 RU0124
 RU0124  VERT ORDER  -  FIRST     CLASS II
 RU0124
 RU0124.The horizontal coordinates were scaled from a topographic map and have
 RU0124.an estimated accuracy of +/- 6 seconds.
 RU0124
 RU0124.The orthometric height was determined by differential leveling
 RU0124.and adjusted by the National Geodetic Survey in June 1991..
 RU0124.WARNING-Repeat measurements at this control monument indicate possible
 RU0124.vertical movement.
 RU0124
 RU0124.The geoid height was determined by GEOID03.
 RU0124
 RU0124.The dynamic height is computed by dividing the NAVD 88
 RU0124.geopotential number by the normal gravity value computed on the
 RU0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0124.degrees latitude (g = 980.6199 gals.).
 RU0124
 RU0124.The modeled gravity was interpolated from observed gravity values.
 RU0124
 RU0124;                    North         East    Units  Estimated Accuracy
 RU0124;SPC MT       -   230,100.      809,860.      MT  (+/- 180 meters Scaled)
 RU0124
 RU0124                          SUPERSEDED SURVEY CONTROL
 RU0124
 RU0124  NGVD 29 (??/??/92)  776.082  (m)         2546.20   (f) ADJ UNCH    1 2
 RU0124
 RU0124.Superseded values are not recommended for survey control.
 RU0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0124.See file dsdata.txt to determine how the superseded data were derived.
 RU0124
 RU0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM632275(NAD 83)
 RU0124_MARKER: DB = BENCH MARK DISK
 RU0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0124_STAMPING: C 35 1931 2546.261
 RU0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0124+STABILITY: SURFACE MOTION
 RU0124
 RU0124  HISTORY     - Date     Condition        Report By
 RU0124  HISTORY     - 1931     MONUMENTED       CGS
 RU0124  HISTORY     - 1960     GOOD             NGS
 RU0124
 RU0124                          STATION DESCRIPTION
 RU0124
 RU0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0124'4.4 MI NW FROM FORSYTH.
 RU0124'ABOUT 4.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RU0124'PACIFIC RAILROAD FROM THE STATION AT FORSYTH, 0.45 MILE NORTHWEST OF A
 RU0124'PRIVATE ROAD CROSSING, 19 1/2 RAILS SOUTHEAST OF A WOODEN RAILROAD
 RU0124'BRIDGE, IN SECTION 12, R 39 E, T 6 N, 45 FEET NORTHEAST OF THE
 RU0124'NORTHEAST RAIL, 26 FEET SOUTHEAST OF A POWER POLE, 1 1/2 FEET
 RU0124'SOUTHWEST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST,
 RU0124'ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST FLUSH
 RU0124'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0525 ***********************************************************************
 SU0525  DESIGNATION -  C 351
 SU0525  PID         -  SU0525
 SU0525  STATE/COUNTY-  MT/MINERAL
 SU0525  USGS QUAD   -  SALTESE (1988)
 SU0525
 SU0525                         *CURRENT SURVEY CONTROL
 SU0525  ___________________________________________________________________
 SU0525* NAD 83(1986)-  47 25 00.     (N)    115 33 42.     (W)     SCALED    
 SU0525* NAVD 88     -      1079.729  (meters)    3542.41   (feet)  ADJUSTED  
 SU0525  ___________________________________________________________________
 SU0525  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 SU0525  DYNAMIC HT  -        1079.618 (meters)    3542.05  (feet)  COMP
 SU0525  MODELED GRAV-     980,472.8   (mgal)                       NAVD 88
 SU0525
 SU0525  VERT ORDER  -  SECOND    CLASS 0
 SU0525
 SU0525.The horizontal coordinates were scaled from a topographic map and have
 SU0525.an estimated accuracy of +/- 6 seconds.
 SU0525
 SU0525.The orthometric height was determined by differential leveling
 SU0525.and adjusted by the National Geodetic Survey in June 1991..
 SU0525
 SU0525.The geoid height was determined by GEOID03.
 SU0525
 SU0525.The dynamic height is computed by dividing the NAVD 88
 SU0525.geopotential number by the normal gravity value computed on the
 SU0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0525.degrees latitude (g = 980.6199 gals.).
 SU0525
 SU0525.The modeled gravity was interpolated from observed gravity values.
 SU0525
 SU0525;                    North         East    Units  Estimated Accuracy
 SU0525;SPC MT       -   369,550.      143,290.      MT  (+/- 180 meters Scaled)
 SU0525
 SU0525                          SUPERSEDED SURVEY CONTROL
 SU0525
 SU0525  NGVD 29 (??/??/92) 1078.518  (m)         3538.44   (f) ADJ UNCH    2 0
 SU0525
 SU0525.Superseded values are not recommended for survey control.
 SU0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0525.See file dsdata.txt to determine how the superseded data were derived.
 SU0525
 SU0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN084524(NAD 83)
 SU0525_MARKER: DB = BENCH MARK DISK
 SU0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0525_STAMPING: C 351 1935
 SU0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0525+STABILITY: SURFACE MOTION
 SU0525
 SU0525  HISTORY     - Date     Condition        Report By
 SU0525  HISTORY     - 1935     MONUMENTED       CGS
 SU0525  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0525
 SU0525                          STATION DESCRIPTION
 SU0525
 SU0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0525'1.9 MI E FROM TAFT.
 SU0525'1.9 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE TAFT HOTEL
 SU0525'AT TAFT, MINERAL COUNTY, 0.1 MILE SOUTHWEST OF A TRESTLE, 200 FEET
 SU0525'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 10, 24 FEET SOUTH OF THE
 SU0525'CENTERLINE OF THE TRACK, AND 3 FEET SOUTHEAST OF A TELEPHONE POLE.  A
 SU0525'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 SU0525
 SU0525                          STATION RECOVERY (1982)
 SU0525
 SU0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0432 ***********************************************************************
 SU0432  DESIGNATION -  C 352
 SU0432  PID         -  SU0432
 SU0432  STATE/COUNTY-  MT/MINERAL
 SU0432  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU0432
 SU0432                         *CURRENT SURVEY CONTROL
 SU0432  ___________________________________________________________________
 SU0432* NAD 83(1986)-  47 20 03.     (N)    115 09 47.     (W)     SCALED    
 SU0432* NAVD 88     -       954.196  (meters)    3130.56   (feet)  ADJUSTED  
 SU0432  ___________________________________________________________________
 SU0432  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 SU0432  DYNAMIC HT  -         954.095 (meters)    3130.23  (feet)  COMP
 SU0432  MODELED GRAV-     980,475.7   (mgal)                       NAVD 88
 SU0432
 SU0432  VERT ORDER  -  SECOND    CLASS 0
 SU0432
 SU0432.The horizontal coordinates were scaled from a topographic map and have
 SU0432.an estimated accuracy of +/- 6 seconds.
 SU0432
 SU0432.The orthometric height was determined by differential leveling
 SU0432.and adjusted by the National Geodetic Survey in June 1991..
 SU0432
 SU0432.The geoid height was determined by GEOID03.
 SU0432
 SU0432.The dynamic height is computed by dividing the NAVD 88
 SU0432.geopotential number by the normal gravity value computed on the
 SU0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0432.degrees latitude (g = 980.6199 gals.).
 SU0432
 SU0432.The modeled gravity was interpolated from observed gravity values.
 SU0432
 SU0432;                    North         East    Units  Estimated Accuracy
 SU0432;SPC MT       -   358,160.      172,610.      MT  (+/- 180 meters Scaled)
 SU0432
 SU0432                          SUPERSEDED SURVEY CONTROL
 SU0432
 SU0432  NGVD 29 (??/??/92)  953.026  (m)         3126.72   (f) ADJ UNCH    2 0
 SU0432
 SU0432.Superseded values are not recommended for survey control.
 SU0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0432.See file dsdata.txt to determine how the superseded data were derived.
 SU0432
 SU0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN387439(NAD 83)
 SU0432_MARKER: DB = BENCH MARK DISK
 SU0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0432_STAMPING: C 352 1935
 SU0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0432+STABILITY: SURFACE MOTION
 SU0432
 SU0432  HISTORY     - Date     Condition        Report By
 SU0432  HISTORY     - 1935     MONUMENTED       CGS
 SU0432  HISTORY     - 1956     MARK NOT FOUND   NGS
 SU0432
 SU0432                          STATION DESCRIPTION
 SU0432
 SU0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0432'5.2 MI W FROM ST REGIS.
 SU0432'5.2 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0432'STATION AT ST. REGIS, MINERAL COUNTY, IN 20 BY 30-FOOT CLEARING 44.9
 SU0432'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.4 FEET WEST OF A
 SU0432'36-INCH TAMARACK TREE, AND 7.3 FEET NORTH OF A 7-INCH PINE TREE. A
 SU0432'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0218 ***********************************************************************
 TJ0218  DESIGNATION -  C 354
 TJ0218  PID         -  TJ0218
 TJ0218  STATE/COUNTY-  MT/VALLEY
 TJ0218  USGS QUAD   -  WHEELER (1978)
 TJ0218
 TJ0218                         *CURRENT SURVEY CONTROL
 TJ0218  ___________________________________________________________________
 TJ0218* NAD 83(1986)-  48 02 19.     (N)    106 32 53.     (W)     SCALED    
 TJ0218* NAVD 88     -       663.396  (meters)    2176.49   (feet)  ADJUSTED  
 TJ0218  ___________________________________________________________________
 TJ0218  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TJ0218  DYNAMIC HT  -         663.457 (meters)    2176.69  (feet)  COMP
 TJ0218  MODELED GRAV-     980,681.1   (mgal)                       NAVD 88
 TJ0218
 TJ0218  VERT ORDER  -  FIRST     CLASS II
 TJ0218
 TJ0218.The horizontal coordinates were scaled from a topographic map and have
 TJ0218.an estimated accuracy of +/- 6 seconds.
 TJ0218
 TJ0218.The orthometric height was determined by differential leveling
 TJ0218.and adjusted by the National Geodetic Survey in June 1991..
 TJ0218
 TJ0218.The geoid height was determined by GEOID03.
 TJ0218
 TJ0218.The dynamic height is computed by dividing the NAVD 88
 TJ0218.geopotential number by the normal gravity value computed on the
 TJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0218.degrees latitude (g = 980.6199 gals.).
 TJ0218
 TJ0218.The modeled gravity was interpolated from observed gravity values.
 TJ0218
 TJ0218;                    North         East    Units  Estimated Accuracy
 TJ0218;SPC MT       -   425,130.      819,980.      MT  (+/- 180 meters Scaled)
 TJ0218
 TJ0218                          SUPERSEDED SURVEY CONTROL
 TJ0218
 TJ0218  NGVD 29 (??/??/92)  662.775  (m)         2174.45   (f) ADJ UNCH    1 2
 TJ0218
 TJ0218.Superseded values are not recommended for survey control.
 TJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0218.See file dsdata.txt to determine how the superseded data were derived.
 TJ0218
 TJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP846217(NAD 83)
 TJ0218_MARKER: DB = BENCH MARK DISK
 TJ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0218_STAMPING: C 354 1948
 TJ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0218+STABILITY: SURFACE MOTION
 TJ0218
 TJ0218  HISTORY     - Date     Condition        Report By
 TJ0218  HISTORY     - 1948     MONUMENTED       CGS
 TJ0218
 TJ0218                          STATION DESCRIPTION
 TJ0218
 TJ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0218'5.95 MI SNW FROM FORT PECK.
 TJ0218'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0218'PECK, THENCE 5.35 MILES NORTHWEST ALONG STATE HIGHWAY 22, 372.0 FEET
 TJ0218'SOUTHEAST OF THE SOUTH CORNER OF AN 84-FOOT WOODEN BRIDGE OVER GALPIN
 TJ0218'COULEE, 37.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.8
 TJ0218'FEET NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A REFERENCE POST AND
 TJ0218'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 TJ0218'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0007 ***********************************************************************
 SQ0007  DESIGNATION -  C 355
 SQ0007  PID         -  SQ0007
 SQ0007  STATE/COUNTY-  MT/MCCONE
 SQ0007  USGS QUAD   -  BOBCAT CREEK (1972)
 SQ0007
 SQ0007                         *CURRENT SURVEY CONTROL
 SQ0007  ___________________________________________________________________
 SQ0007* NAD 83(1986)-  47 58 07.     (N)    106 15 57.     (W)     SCALED    
 SQ0007* NAVD 88     -       810.939  (meters)    2660.56   (feet)  ADJUSTED  
 SQ0007  ___________________________________________________________________
 SQ0007  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SQ0007  DYNAMIC HT  -         810.998 (meters)    2660.75  (feet)  COMP
 SQ0007  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 SQ0007
 SQ0007  VERT ORDER  -  FIRST     CLASS II
 SQ0007
 SQ0007.The horizontal coordinates were scaled from a topographic map and have
 SQ0007.an estimated accuracy of +/- 6 seconds.
 SQ0007
 SQ0007.The orthometric height was determined by differential leveling
 SQ0007.and adjusted by the National Geodetic Survey in June 1991..
 SQ0007
 SQ0007.The geoid height was determined by GEOID03.
 SQ0007
 SQ0007.The dynamic height is computed by dividing the NAVD 88
 SQ0007.geopotential number by the normal gravity value computed on the
 SQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0007.degrees latitude (g = 980.6199 gals.).
 SQ0007
 SQ0007.The modeled gravity was interpolated from observed gravity values.
 SQ0007
 SQ0007;                    North         East    Units  Estimated Accuracy
 SQ0007;SPC MT       -   418,190.      841,320.      MT  (+/- 180 meters Scaled)
 SQ0007
 SQ0007                          SUPERSEDED SURVEY CONTROL
 SQ0007
 SQ0007  NGVD 29 (??/??/92)  810.312  (m)         2658.50   (f) ADJ UNCH    1 2
 SQ0007
 SQ0007.Superseded values are not recommended for survey control.
 SQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0007.See file dsdata.txt to determine how the superseded data were derived.
 SQ0007
 SQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP055135(NAD 83)
 SQ0007_MARKER: DB = BENCH MARK DISK
 SQ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0007_STAMPING: C 355 1948
 SQ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0007+STABILITY: SURFACE MOTION
 SQ0007
 SQ0007  HISTORY     - Date     Condition        Report By
 SQ0007  HISTORY     - 1948     MONUMENTED       CGS
 SQ0007
 SQ0007                          STATION DESCRIPTION
 SQ0007
 SQ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0007'9.7 MI SE FROM FORT PECK.
 SQ0007'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0007'PECK DAM AT FORT PECK, THENCE 6.75 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0007'ROAD, ON TOP OF A ROCKY RIDGE, 23.0 FEET NORTHEAST OF AND 2.0 FEET
 SQ0007'HIGHER THAN THE CENTER LINE OF THE ROAD, 3.3 FEET SOUTHEAST OF A
 SQ0007'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 SQ0007'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0135 ***********************************************************************
 TJ0135  DESIGNATION -  C 356
 TJ0135  PID         -  TJ0135
 TJ0135  STATE/COUNTY-  MT/VALLEY
 TJ0135  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0135
 TJ0135                         *CURRENT SURVEY CONTROL
 TJ0135  ___________________________________________________________________
 TJ0135* NAD 83(1986)-  48 04 37.     (N)    106 21 36.     (W)     SCALED    
 TJ0135* NAVD 88     -       622.443  (meters)    2042.13   (feet)  ADJUSTED  
 TJ0135  ___________________________________________________________________
 TJ0135  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0135  DYNAMIC HT  -         622.505 (meters)    2042.34  (feet)  COMP
 TJ0135  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 TJ0135
 TJ0135  VERT ORDER  -  FIRST     CLASS II
 TJ0135
 TJ0135.The horizontal coordinates were scaled from a topographic map and have
 TJ0135.an estimated accuracy of +/- 6 seconds.
 TJ0135
 TJ0135.The orthometric height was determined by differential leveling
 TJ0135.and adjusted by the National Geodetic Survey in June 1991..
 TJ0135
 TJ0135.The geoid height was determined by GEOID03.
 TJ0135
 TJ0135.The dynamic height is computed by dividing the NAVD 88
 TJ0135.geopotential number by the normal gravity value computed on the
 TJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0135.degrees latitude (g = 980.6199 gals.).
 TJ0135
 TJ0135.The modeled gravity was interpolated from observed gravity values.
 TJ0135
 TJ0135;                    North         East    Units  Estimated Accuracy
 TJ0135;SPC MT       -   429,940.      833,810.      MT  (+/- 180 meters Scaled)
 TJ0135
 TJ0135                          SUPERSEDED SURVEY CONTROL
 TJ0135
 TJ0135  NGVD 29 (??/??/92)  621.812  (m)         2040.06   (f) ADJ UNCH    1 2
 TJ0135
 TJ0135.Superseded values are not recommended for survey control.
 TJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0135.See file dsdata.txt to determine how the superseded data were derived.
 TJ0135
 TJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP987257(NAD 83)
 TJ0135_MARKER: DB = BENCH MARK DISK
 TJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0135_STAMPING: C 356 1948
 TJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0135+STABILITY: SURFACE MOTION
 TJ0135
 TJ0135  HISTORY     - Date     Condition        Report By
 TJ0135  HISTORY     - 1948     MONUMENTED       CGS
 TJ0135  HISTORY     - 1972     GOOD             USGS
 TJ0135
 TJ0135                          STATION DESCRIPTION
 TJ0135
 TJ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0135'5.15 MI SW FROM WIOTA.
 TJ0135'5.15 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TJ0135'STATION AT WIOTA, AT A ROAD CROSSING, 69.0 FEET EAST OF THE CENTER
 TJ0135'LINE OF THE ROAD, 44.7 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 5.0
 TJ0135'FEET EAST OF A REFERENCE POST, 2.5 FEET SOUTH OF A FENCE, AND SET IN
 TJ0135'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TJ0135
 TJ0135                          STATION RECOVERY (1972)
 TJ0135
 TJ0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0060 ***********************************************************************
 TJ0060  DESIGNATION -  C 357
 TJ0060  PID         -  TJ0060
 TJ0060  STATE/COUNTY-  MT/VALLEY
 TJ0060  USGS QUAD   -  LINDEKE COULEE (1972)
 TJ0060
 TJ0060                         *CURRENT SURVEY CONTROL
 TJ0060  ___________________________________________________________________
 TJ0060* NAD 83(1986)-  48 09 40.     (N)    106 27 32.     (W)     SCALED    
 TJ0060* NAVD 88     -       631.190  (meters)    2070.83   (feet)  ADJUSTED  
 TJ0060  ___________________________________________________________________
 TJ0060  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0060  DYNAMIC HT  -         631.258 (meters)    2071.05  (feet)  COMP
 TJ0060  MODELED GRAV-     980,699.0   (mgal)                       NAVD 88
 TJ0060
 TJ0060  VERT ORDER  -  FIRST     CLASS II
 TJ0060
 TJ0060.The horizontal coordinates were scaled from a topographic map and have
 TJ0060.an estimated accuracy of +/- 6 seconds.
 TJ0060
 TJ0060.The orthometric height was determined by differential leveling
 TJ0060.and adjusted by the National Geodetic Survey in June 1991..
 TJ0060
 TJ0060.The geoid height was determined by GEOID03.
 TJ0060
 TJ0060.The dynamic height is computed by dividing the NAVD 88
 TJ0060.geopotential number by the normal gravity value computed on the
 TJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0060.degrees latitude (g = 980.6199 gals.).
 TJ0060
 TJ0060.The modeled gravity was interpolated from observed gravity values.
 TJ0060
 TJ0060;                    North         East    Units  Estimated Accuracy
 TJ0060;SPC MT       -   438,990.      826,090.      MT  (+/- 180 meters Scaled)
 TJ0060
 TJ0060                          SUPERSEDED SURVEY CONTROL
 TJ0060
 TJ0060  NGVD 29 (??/??/92)  630.573  (m)         2068.80   (f) ADJ UNCH    1 2
 TJ0060
 TJ0060.Superseded values are not recommended for survey control.
 TJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0060.See file dsdata.txt to determine how the superseded data were derived.
 TJ0060
 TJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP915352(NAD 83)
 TJ0060_MARKER: DB = BENCH MARK DISK
 TJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0060_STAMPING: C 357 1948
 TJ0060_MARK LOGO: CGS   
 TJ0060_PROJECTION: PROJECTING 10 CENTIMETERS
 TJ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0060+STABILITY: SURFACE MOTION
 TJ0060
 TJ0060  HISTORY     - Date     Condition        Report By
 TJ0060  HISTORY     - 1948     MONUMENTED       CGS
 TJ0060  HISTORY     - 1980     GOOD             NGS
 TJ0060
 TJ0060                          STATION DESCRIPTION
 TJ0060
 TJ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0060'5.25 MI W FROM NASHUA.
 TJ0060'5.25 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0060'NASHUA, VALLEY COUNTY, 0.3 MILE WEST OF A ROAD CROSSING, 398.7 FEET
 TJ0060'EAST OF THE CENTER OF THE SOUTH END OF THE EAST TILE OF CULVERT
 TJ0060'268/44, 16 POLES WEST OF MILEPOST 268, 74.6 FEET SOUTH OF THE SOUTH
 TJ0060'RAIL OF THE TRACK, 10.5 FEET EAST OF A POLE, IN LINE WITH THE ROW OF
 TJ0060'POLES, 1.7 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 6 FEET LOWER
 TJ0060'THAN THE RAIL.  A STANDARD DISK, STAMPED C 357 1948 AND SET IN THE TOP
 TJ0060'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 TJ0060
 TJ0060                          STATION RECOVERY (1980)
 TJ0060
 TJ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0060'8.5 KM (5.3 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0060'FROM THE CROSSING OF STATE HIGHWAY 117 IN NASHUA, 22.7 METERS
 TJ0060'(74.6 FT) SOUTH OF THE NEAR RAIL, 8.4 METERS (27.5 FT) NORTH OF THE
 TJ0060'CENTER OF A TRACK ROAD, AND 3.2 METERS (10.5 FT) EAST OF A UTILITY
 TJ0060'POLE.
 TJ0060'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TJ0060'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0116 ***********************************************************************
 TJ0116  DESIGNATION -  C 358
 TJ0116  PID         -  TJ0116
 TJ0116  STATE/COUNTY-  MT/VALLEY
 TJ0116  USGS QUAD   -  FRAZER (1972)
 TJ0116
 TJ0116                         *CURRENT SURVEY CONTROL
 TJ0116  ___________________________________________________________________
 TJ0116* NAD 83(1986)-  48 03 33.     (N)    106 02 47.     (W)     SCALED    
 TJ0116* NAVD 88     -       630.093  (meters)    2067.23   (feet)  ADJUSTED  
 TJ0116  ___________________________________________________________________
 TJ0116  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TJ0116  DYNAMIC HT  -         630.163 (meters)    2067.46  (feet)  COMP
 TJ0116  MODELED GRAV-     980,701.2   (mgal)                       NAVD 88
 TJ0116
 TJ0116  VERT ORDER  -  FIRST     CLASS II
 TJ0116
 TJ0116.The horizontal coordinates were scaled from a topographic map and have
 TJ0116.an estimated accuracy of +/- 6 seconds.
 TJ0116
 TJ0116.The orthometric height was determined by differential leveling
 TJ0116.and adjusted by the National Geodetic Survey in June 1991..
 TJ0116
 TJ0116.The geoid height was determined by GEOID03.
 TJ0116
 TJ0116.The dynamic height is computed by dividing the NAVD 88
 TJ0116.geopotential number by the normal gravity value computed on the
 TJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0116.degrees latitude (g = 980.6199 gals.).
 TJ0116
 TJ0116.The modeled gravity was interpolated from observed gravity values.
 TJ0116
 TJ0116;                    North         East    Units  Estimated Accuracy
 TJ0116;SPC MT       -   428,940.      857,240.      MT  (+/- 180 meters Scaled)
 TJ0116
 TJ0116                          SUPERSEDED SURVEY CONTROL
 TJ0116
 TJ0116  NGVD 29 (??/??/92)  629.496  (m)         2065.27   (f) ADJ UNCH    1 2
 TJ0116
 TJ0116.Superseded values are not recommended for survey control.
 TJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0116.See file dsdata.txt to determine how the superseded data were derived.
 TJ0116
 TJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP220234(NAD 83)
 TJ0116_MARKER: DB = BENCH MARK DISK
 TJ0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0116_SP_SET: BUILDING
 TJ0116_STAMPING: C 358 1948
 TJ0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0116
 TJ0116  HISTORY     - Date     Condition        Report By
 TJ0116  HISTORY     - 1948     MONUMENTED       CGS
 TJ0116
 TJ0116                          STATION DESCRIPTION
 TJ0116
 TJ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0116'IN FRAZER.
 TJ0116'AT FRAZER, AT THE HIGH SCHOOL, 7.0 FEET SOUTH OF THE CENTER LINE OF
 TJ0116'THE EAST ENTRANCE TO THE SCHOOL, AND SET VERTICALLY 4.0 FEET ABOVE THE
 TJ0116'GROUND IN THE EAST BRICK WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0216 ***********************************************************************
 RU0216  DESIGNATION -  C 36
 RU0216  PID         -  RU0216
 RU0216  STATE/COUNTY-  MT/ROSEBUD
 RU0216  USGS QUAD   -  MC GINNIS BUTTE SW (1965)
 RU0216
 RU0216                         *CURRENT SURVEY CONTROL
 RU0216  ___________________________________________________________________
 RU0216* NAD 83(1986)-  46 48 50.     (N)    107 22 43.     (W)     SCALED    
 RU0216* NAVD 88     -       904.720  (meters)    2968.24   (feet)  ADJUSTED  
 RU0216  ___________________________________________________________________
 RU0216  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 RU0216  DYNAMIC HT  -         904.660 (meters)    2968.04  (feet)  COMP
 RU0216  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 RU0216
 RU0216  VERT ORDER  -  FIRST     CLASS II
 RU0216
 RU0216.The horizontal coordinates were scaled from a topographic map and have
 RU0216.an estimated accuracy of +/- 6 seconds.
 RU0216
 RU0216.The orthometric height was determined by differential leveling
 RU0216.and adjusted by the National Geodetic Survey in June 1991..
 RU0216
 RU0216.The geoid height was determined by GEOID03.
 RU0216
 RU0216.The dynamic height is computed by dividing the NAVD 88
 RU0216.geopotential number by the normal gravity value computed on the
 RU0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0216.degrees latitude (g = 980.6199 gals.).
 RU0216
 RU0216.The modeled gravity was interpolated from observed gravity values.
 RU0216
 RU0216;                    North         East    Units  Estimated Accuracy
 RU0216;SPC MT       -   287,090.      761,790.      MT  (+/- 180 meters Scaled)
 RU0216
 RU0216                          SUPERSEDED SURVEY CONTROL
 RU0216
 RU0216  NGVD 29 (??/??/92)  904.032  (m)         2965.98   (f) ADJ UNCH    1 2
 RU0216
 RU0216.Superseded values are not recommended for survey control.
 RU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0216.See file dsdata.txt to determine how the superseded data were derived.
 RU0216
 RU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM185872(NAD 83)
 RU0216_MARKER: DB = BENCH MARK DISK
 RU0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0216_STAMPING: 2965.978 C 36 1931
 RU0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0216+STABILITY: SURFACE MOTION
 RU0216
 RU0216  HISTORY     - Date     Condition        Report By
 RU0216  HISTORY     - 1931     MONUMENTED       CGS
 RU0216  HISTORY     - 1965     MARK NOT FOUND   USGS
 RU0216
 RU0216                          STATION DESCRIPTION
 RU0216
 RU0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0216'13.5 MI N FROM INGOMAR.
 RU0216'ABOUT 13.5 MILES NORTH ALONG THE INGOMAR-EDWARDS ROAD FROM THE
 RU0216'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT INGOMAR,
 RU0216'ROSEBUD COUNTY, AT A SMALL RISE, AND ABOUT 30 FEET WEST OF THE ROAD. A
 RU0216'STANDARD DISK, STAMPED 2965.978 C 36 1931 AND SET IN THE TOP OF A
 RU0216'CONCRETE POST.
 RU0216
 RU0216                          STATION RECOVERY (1965)
 RU0216
 RU0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RU0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0314 ***********************************************************************
 TH0314  DESIGNATION -  C 360
 TH0314  PID         -  TH0314
 TH0314  STATE/COUNTY-  MT/VALLEY
 TH0314  USGS QUAD   -  TODD LAKES (1983)
 TH0314
 TH0314                         *CURRENT SURVEY CONTROL
 TH0314  ___________________________________________________________________
 TH0314* NAD 83(1986)-  48 21 55.     (N)    105 59 58.     (W)     SCALED    
 TH0314* NAVD 88     -       853.681  (meters)    2800.79   (feet)  ADJUSTED  
 TH0314  ___________________________________________________________________
 TH0314  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TH0314  DYNAMIC HT  -         853.762 (meters)    2801.05  (feet)  COMP
 TH0314  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 TH0314
 TH0314  VERT ORDER  -  SECOND    CLASS 0
 TH0314
 TH0314.The horizontal coordinates were scaled from a topographic map and have
 TH0314.an estimated accuracy of +/- 6 seconds.
 TH0314
 TH0314.The orthometric height was determined by differential leveling
 TH0314.and adjusted by the National Geodetic Survey in June 1991..
 TH0314
 TH0314.The geoid height was determined by GEOID03.
 TH0314
 TH0314.The dynamic height is computed by dividing the NAVD 88
 TH0314.geopotential number by the normal gravity value computed on the
 TH0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0314.degrees latitude (g = 980.6199 gals.).
 TH0314
 TH0314.The modeled gravity was interpolated from observed gravity values.
 TH0314
 TH0314;                    North         East    Units  Estimated Accuracy
 TH0314;SPC MT       -   463,090.      859,210.      MT  (+/- 180 meters Scaled)
 TH0314
 TH0314                          SUPERSEDED SURVEY CONTROL
 TH0314
 TH0314  NGVD 29 (??/??/92)  853.038  (m)         2798.68   (f) ADJ UNCH    2 0
 TH0314
 TH0314.Superseded values are not recommended for survey control.
 TH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0314.See file dsdata.txt to determine how the superseded data were derived.
 TH0314
 TH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP259573(NAD 83)
 TH0314_MARKER: DB = BENCH MARK DISK
 TH0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0314_STAMPING: C 360 1948
 TH0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0314+STABILITY: SURFACE MOTION
 TH0314
 TH0314  HISTORY     - Date     Condition        Report By
 TH0314  HISTORY     - 1948     MONUMENTED       CGS
 TH0314
 TH0314                          STATION DESCRIPTION
 TH0314
 TH0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0314'23.3 MI NE FROM FRAZER.
 TH0314'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0314'STATION AT FRAZER, THENCE 21.1 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0314'IN A TRIANGULAR PLOT OF GROUND AT THE SOUTHEAST ANGLE OF A ROAD
 TH0314'INTERSECTION, 75.0 FEET EAST OF AND 6.0 FEET HIGHER THAN THE CENTER
 TH0314'LINE OF A NORTH-SOUTH ROAD, 32.0 FEET SOUTH OF THE CENTER LINE OF AN
 TH0314'EAST-WEST ROAD, 1.9 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP
 TH0314'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0290 ***********************************************************************
 TH0290  DESIGNATION -  C 361
 TH0290  PID         -  TH0290
 TH0290  STATE/COUNTY-  MT/ROOSEVELT
 TH0290  USGS QUAD   -  REED SPRINGS (1983)
 TH0290
 TH0290                         *CURRENT SURVEY CONTROL
 TH0290  ___________________________________________________________________
 TH0290* NAD 83(1986)-  48 27 45.     (N)    105 37 30.     (W)     SCALED    
 TH0290* NAVD 88     -       873.446  (meters)    2865.63   (feet)  ADJUSTED  
 TH0290  ___________________________________________________________________
 TH0290  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TH0290  DYNAMIC HT  -         873.550 (meters)    2865.97  (feet)  COMP
 TH0290  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 TH0290
 TH0290  VERT ORDER  -  SECOND    CLASS 0
 TH0290
 TH0290.The horizontal coordinates were scaled from a topographic map and have
 TH0290.an estimated accuracy of +/- 6 seconds.
 TH0290
 TH0290.The orthometric height was determined by differential leveling
 TH0290.and adjusted by the National Geodetic Survey in June 1991..
 TH0290
 TH0290.The geoid height was determined by GEOID03.
 TH0290
 TH0290.The dynamic height is computed by dividing the NAVD 88
 TH0290.geopotential number by the normal gravity value computed on the
 TH0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0290.degrees latitude (g = 980.6199 gals.).
 TH0290
 TH0290.The modeled gravity was interpolated from observed gravity values.
 TH0290
 TH0290;                    North         East    Units  Estimated Accuracy
 TH0290;SPC MT       -   475,190.      886,380.      MT  (+/- 180 meters Scaled)
 TH0290
 TH0290                          SUPERSEDED SURVEY CONTROL
 TH0290
 TH0290  NGVD 29 (??/??/92)  872.831  (m)         2863.61   (f) ADJ UNCH    2 0
 TH0290
 TH0290.Superseded values are not recommended for survey control.
 TH0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0290.See file dsdata.txt to determine how the superseded data were derived.
 TH0290
 TH0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP537678(NAD 83)
 TH0290_MARKER: DB = BENCH MARK DISK
 TH0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0290_STAMPING: C 361 1948
 TH0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0290+STABILITY: SURFACE MOTION
 TH0290
 TH0290  HISTORY     - Date     Condition        Report By
 TH0290  HISTORY     - 1948     MONUMENTED       CGS
 TH0290  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0290
 TH0290                          STATION DESCRIPTION
 TH0290
 TH0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0290'26.8 MI NE FROM WOLF POINT.
 TH0290'0.2 MILE WEST ALONG AN ASPHALT STREET FROM THE GREAT NORTHERN RAILWAY
 TH0290'STATION AT WOLF POINT, THENCE 25.6 MILES NORTH ALONG A GRADED DIRT
 TH0290'ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, AT THE SOUTHEAST
 TH0290'CORNER OF SECTION 5, R. 47 E., T. 31 N., 44.0 FEET NORTH OF THE CENTER
 TH0290'LINE OF THE ROAD, 24.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 TH0290'TRAIL, 6.8 FEET WEST OF A T FENCE CORNER, 2.3 FEET WEST OF A REFERENCE
 TH0290'POST, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 TH0290'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TH0290
 TH0290                          STATION RECOVERY (1977)
 TH0290
 TH0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0283 ***********************************************************************
 SQ0283  DESIGNATION -  C 362
 SQ0283  PID         -  SQ0283
 SQ0283  STATE/COUNTY-  MT/VALLEY
 SQ0283  USGS QUAD   -  SMITH COULEE (1973)
 SQ0283
 SQ0283                         *CURRENT SURVEY CONTROL
 SQ0283  ___________________________________________________________________
 SQ0283* NAD 83(1986)-  47 49 12.     (N)    107 16 48.     (W)     SCALED    
 SQ0283* NAVD 88     -       926.178  (meters)    3038.64   (feet)  ADJUSTED  
 SQ0283  ___________________________________________________________________
 SQ0283  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 SQ0283  DYNAMIC HT  -         926.203 (meters)    3038.72  (feet)  COMP
 SQ0283  MODELED GRAV-     980,607.6   (mgal)                       NAVD 88
 SQ0283
 SQ0283  VERT ORDER  -  SECOND    CLASS 0
 SQ0283
 SQ0283.The horizontal coordinates were scaled from a topographic map and have
 SQ0283.an estimated accuracy of +/- 6 seconds.
 SQ0283
 SQ0283.The orthometric height was determined by differential leveling
 SQ0283.and adjusted by the National Geodetic Survey in June 1991..
 SQ0283
 SQ0283.The geoid height was determined by GEOID03.
 SQ0283
 SQ0283.The dynamic height is computed by dividing the NAVD 88
 SQ0283.geopotential number by the normal gravity value computed on the
 SQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0283.degrees latitude (g = 980.6199 gals.).
 SQ0283
 SQ0283.The modeled gravity was interpolated from observed gravity values.
 SQ0283
 SQ0283;                    North         East    Units  Estimated Accuracy
 SQ0283;SPC MT       -   399,050.      766,140.      MT  (+/- 180 meters Scaled)
 SQ0283
 SQ0283                          SUPERSEDED SURVEY CONTROL
 SQ0283
 SQ0283  NGVD 29 (??/??/92)  925.460  (m)         3036.28   (f) ADJ UNCH    2 0
 SQ0283
 SQ0283.Superseded values are not recommended for survey control.
 SQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0283.See file dsdata.txt to determine how the superseded data were derived.
 SQ0283
 SQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN293988(NAD 83)
 SQ0283_MARKER: DB = BENCH MARK DISK
 SQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0283_STAMPING: C 362 1948
 SQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0283+STABILITY: SURFACE MOTION
 SQ0283
 SQ0283  HISTORY     - Date     Condition        Report By
 SQ0283  HISTORY     - 1948     MONUMENTED       CGS
 SQ0283  HISTORY     - 1973     GOOD             USGS
 SQ0283
 SQ0283                          STATION DESCRIPTION
 SQ0283
 SQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0283'52.10 MI S FROM SACO.
 SQ0283'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0283'RAILWAY STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0283'THENCE 7.8 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL, THENCE 3.65
 SQ0283'MILES EAST ALONG A TRAIL, THENCE 3.75 MILES SOUTHEAST ALONG A DIM
 SQ0283'TRAIL.  0.05 MILE SOUTH OF A WIRE GATE ACROSS THE TRAIL, 150.0 FEET
 SQ0283'SOUTHEAST OF THE CENTER OF A JUNCTION WITH A DIM TRAIL LEADING WEST,
 SQ0283'35.0 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL, 1.7 FEET SOUTH OF
 SQ0283'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 SQ0283'FOOT ABOVE THE GROUND.  NOTE-- 9.4 MI. SE ALONG STATE HWY, 24 FROM
 SQ0283'BURLINGTON NORTHERN RAILWAY STATION IN GLASGOW, THENCE 3.1 MI. S ALONG
 SQ0283'GRADED RD., THENCE 37.9 MI. SW ALONG RD. TO BURKES RANCH, THENCE 3.9
 SQ0283'MI. N ALONG TRACK RD. TO T-RD. W AND LOCATION AS DESCRIBED.
 SQ0283
 SQ0283                          STATION RECOVERY (1973)
 SQ0283
 SQ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0195 ***********************************************************************
 SQ0195  DESIGNATION -  C 363
 SQ0195  PID         -  SQ0195
 SQ0195  STATE/COUNTY-  MT/VALLEY
 SQ0195  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0195
 SQ0195                         *CURRENT SURVEY CONTROL
 SQ0195  ___________________________________________________________________
 SQ0195* NAD 83(1986)-  47 50 31.     (N)    106 49 07.     (W)     SCALED    
 SQ0195* NAVD 88     -       792.343  (meters)    2599.55   (feet)  ADJUSTED  
 SQ0195  ___________________________________________________________________
 SQ0195  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 SQ0195  DYNAMIC HT  -         792.400 (meters)    2599.73  (feet)  COMP
 SQ0195  MODELED GRAV-     980,656.5   (mgal)                       NAVD 88
 SQ0195
 SQ0195  VERT ORDER  -  SECOND    CLASS 0
 SQ0195
 SQ0195.The horizontal coordinates were scaled from a topographic map and have
 SQ0195.an estimated accuracy of +/- 6 seconds.
 SQ0195
 SQ0195.The orthometric height was determined by differential leveling
 SQ0195.and adjusted by the National Geodetic Survey in June 1991..
 SQ0195
 SQ0195.The geoid height was determined by GEOID03.
 SQ0195
 SQ0195.The dynamic height is computed by dividing the NAVD 88
 SQ0195.geopotential number by the normal gravity value computed on the
 SQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0195.degrees latitude (g = 980.6199 gals.).
 SQ0195
 SQ0195.The modeled gravity was interpolated from observed gravity values.
 SQ0195
 SQ0195;                    North         East    Units  Estimated Accuracy
 SQ0195;SPC MT       -   402,560.      800,570.      MT  (+/- 180 meters Scaled)
 SQ0195
 SQ0195                          SUPERSEDED SURVEY CONTROL
 SQ0195
 SQ0195  NGVD 29 (??/??/92)  791.694  (m)         2597.42   (f) ADJ UNCH    2 0
 SQ0195
 SQ0195.Superseded values are not recommended for survey control.
 SQ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0195.See file dsdata.txt to determine how the superseded data were derived.
 SQ0195
 SQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP639003(NAD 83)
 SQ0195_MARKER: DB = BENCH MARK DISK
 SQ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0195_STAMPING: C 363 1948
 SQ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0195+STABILITY: SURFACE MOTION
 SQ0195
 SQ0195  HISTORY     - Date     Condition        Report By
 SQ0195  HISTORY     - 1948     MONUMENTED       CGS
 SQ0195
 SQ0195                          STATION DESCRIPTION
 SQ0195
 SQ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0195'35.85 MI S FROM GLASGOW.
 SQ0195'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0195'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0195'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9
 SQ0195'MILES SOUTHEAST ALONG A TRAIL, THENCE 1.05 MILES SOUTH ALONG THE WEST
 SQ0195'FORK OF THE TRAIL, 105 YARDS (PACED) SOUTH OF A STOCK POND, 34.0 FEET
 SQ0195'SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE ACROSS THE TRAIL, 4.8
 SQ0195'FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A REFERENCE POST, AND
 SQ0195'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SQ0195'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0274 ***********************************************************************
 SQ0274  DESIGNATION -  C 364
 SQ0274  PID         -  SQ0274
 SQ0274  STATE/COUNTY-  MT/VALLEY
 SQ0274  USGS QUAD   -  WAGON COULEE (1971)
 SQ0274
 SQ0274                         *CURRENT SURVEY CONTROL
 SQ0274  ___________________________________________________________________
 SQ0274* NAD 83(1986)-  47 41 58.     (N)    107 11 09.     (W)     SCALED    
 SQ0274* NAVD 88     -       815.393  (meters)    2675.17   (feet)  ADJUSTED  
 SQ0274  ___________________________________________________________________
 SQ0274  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 SQ0274  DYNAMIC HT  -         815.419 (meters)    2675.25  (feet)  COMP
 SQ0274  MODELED GRAV-     980,616.4   (mgal)                       NAVD 88
 SQ0274
 SQ0274  VERT ORDER  -  SECOND    CLASS 0
 SQ0274
 SQ0274.The horizontal coordinates were scaled from a topographic map and have
 SQ0274.an estimated accuracy of +/- 6 seconds.
 SQ0274
 SQ0274.The orthometric height was determined by differential leveling
 SQ0274.and adjusted by the National Geodetic Survey in June 1991..
 SQ0274
 SQ0274.The geoid height was determined by GEOID03.
 SQ0274
 SQ0274.The dynamic height is computed by dividing the NAVD 88
 SQ0274.geopotential number by the normal gravity value computed on the
 SQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0274.degrees latitude (g = 980.6199 gals.).
 SQ0274
 SQ0274.The modeled gravity was interpolated from observed gravity values.
 SQ0274
 SQ0274;                    North         East    Units  Estimated Accuracy
 SQ0274;SPC MT       -   385,860.      773,580.      MT  (+/- 180 meters Scaled)
 SQ0274
 SQ0274                          SUPERSEDED SURVEY CONTROL
 SQ0274
 SQ0274  NGVD 29 (??/??/92)  814.689  (m)         2672.86   (f) ADJ UNCH    2 0
 SQ0274
 SQ0274.Superseded values are not recommended for survey control.
 SQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0274.See file dsdata.txt to determine how the superseded data were derived.
 SQ0274
 SQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN360852(NAD 83)
 SQ0274_MARKER: DB = BENCH MARK DISK
 SQ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0274_STAMPING: C 364 1948
 SQ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0274+STABILITY: SURFACE MOTION
 SQ0274
 SQ0274  HISTORY     - Date     Condition        Report By
 SQ0274  HISTORY     - 1948     MONUMENTED       CGS
 SQ0274
 SQ0274                          STATION DESCRIPTION
 SQ0274
 SQ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0274'60.29 MI S FROM GLASGOW.
 SQ0274'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0274'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0274'ROAD, THENCE 41.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.4
 SQ0274'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.15 MILES SOUTHEAST
 SQ0274'ALONG A TRAIL. 120 YARDS (PACED) SOUTHEAST OF THE CENTER LINE OF A
 SQ0274'RAVINE LEADING SOUTHWEST DOWN INTO A VALLEY, 49.0 FEET EAST OF THE
 SQ0274'CENTER LINE OF THE TRAIL (MEASURED FROM THE CENTER OF A U CURVE), 1.4
 SQ0274'FEET NORTH OF A REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST
 SQ0274'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0255 ***********************************************************************
 TJ0255  DESIGNATION -  C 365
 TJ0255  PID         -  TJ0255
 TJ0255  STATE/COUNTY-  MT/VALLEY
 TJ0255  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0255
 TJ0255                         *CURRENT SURVEY CONTROL
 TJ0255  ___________________________________________________________________
 TJ0255* NAD 83(1986)-  48 54 33.     (N)    106 49 45.     (W)     SCALED    
 TJ0255* NAVD 88     -       792.847  (meters)    2601.20   (feet)  ADJUSTED  
 TJ0255  ___________________________________________________________________
 TJ0255  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TJ0255  DYNAMIC HT  -         792.962 (meters)    2601.58  (feet)  COMP
 TJ0255  MODELED GRAV-     980,728.9   (mgal)                       NAVD 88
 TJ0255
 TJ0255  VERT ORDER  -  SECOND    CLASS 0
 TJ0255
 TJ0255.The horizontal coordinates were scaled from a topographic map and have
 TJ0255.an estimated accuracy of +/- 6 seconds.
 TJ0255
 TJ0255.The orthometric height was determined by differential leveling
 TJ0255.and adjusted by the National Geodetic Survey in June 1991..
 TJ0255
 TJ0255.The geoid height was determined by GEOID03.
 TJ0255
 TJ0255.The dynamic height is computed by dividing the NAVD 88
 TJ0255.geopotential number by the normal gravity value computed on the
 TJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0255.degrees latitude (g = 980.6199 gals.).
 TJ0255
 TJ0255.The modeled gravity was interpolated from observed gravity values.
 TJ0255
 TJ0255;                    North         East    Units  Estimated Accuracy
 TJ0255;SPC MT       -   521,100.      795,740.      MT  (+/- 180 meters Scaled)
 TJ0255
 TJ0255                          SUPERSEDED SURVEY CONTROL
 TJ0255
 TJ0255  NGVD 29 (??/??/92)  792.163  (m)         2598.95   (f) ADJ UNCH    2 0
 TJ0255
 TJ0255.Superseded values are not recommended for survey control.
 TJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0255.See file dsdata.txt to determine how the superseded data were derived.
 TJ0255
 TJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ659189(NAD 83)
 TJ0255_MARKER: DB = BENCH MARK DISK
 TJ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0255_STAMPING: C 365 1948
 TJ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0255+STABILITY: SURFACE MOTION
 TJ0255
 TJ0255  HISTORY     - Date     Condition        Report By
 TJ0255  HISTORY     - 1948     MONUMENTED       CGS
 TJ0255  HISTORY     - 1976     GOOD             USGS
 TJ0255
 TJ0255                          STATION DESCRIPTION
 TJ0255
 TJ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0255'21.9 MI WNW FROM OPHEIM.
 TJ0255'3.2 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TJ0255'STATION AT OPHEIM, THENCE 8.3 MILES NORTHWEST ALONG A GRADED DIRT
 TJ0255'ROAD, THENCE 10.4 MILES WEST ALONG A GRADED DIRT ROAD, 0.4 MILE EAST
 TJ0255'OF A 50-FOOT WOODEN BRIDGE, 51.0 FEET NORTH OF AND 2.0 FEET HIGHER
 TJ0255'THAN THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A REFERENCE POST
 TJ0255'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 TJ0255'GROUND.
 TJ0255
 TJ0255                          STATION RECOVERY (1976)
 TJ0255
 TJ0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0255'FROM THE POST OFFICE IN OPHEIM GO SOUTH 0.1 MI., THENCE WEST ON PAVED
 TJ0255'THEN GRAVELED COUNTY ROAD TOWARDS THOENY FOR 18.7 MI. TO A COUNTY
 TJ0255'ROAD NORTH AT A BEND SOUTH OF THE MAIN ROAD, THENCE NORTH 0.25 MI. TO
 TJ0255'CATTLE GUARD, THENCE WEST THRU WIRE GATE AND ON OLD COUNTY RD. THEN
 TJ0255'SOUTH THEN WEST A TOTAL DISTANCE 2.55 MI. TO BM ON RIGHT 55 FT. N. OF
 TJ0255'CENTER OF ROAD. A STANDARD CAP SET IN CONCRETE POST PROJECTING 0.5
 TJ0255'FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0184 ***********************************************************************
 TL0184  DESIGNATION -  C 367
 TL0184  PID         -  TL0184
 TL0184  STATE/COUNTY-  MT/CHOUTEAU
 TL0184  USGS QUAD   -  DISCOVERY BUTTE (1969)
 TL0184
 TL0184                         *CURRENT SURVEY CONTROL
 TL0184  ___________________________________________________________________
 TL0184* NAD 83(1986)-  48 13 14.     (N)    110 31 02.     (W)     SCALED    
 TL0184* NAVD 88     -       894.444  (meters)    2934.52   (feet)  ADJUSTED  
 TL0184  ___________________________________________________________________
 TL0184  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 TL0184  DYNAMIC HT  -         894.495 (meters)    2934.69  (feet)  COMP
 TL0184  MODELED GRAV-     980,637.0   (mgal)                       NAVD 88
 TL0184
 TL0184  VERT ORDER  -  SECOND    CLASS 0
 TL0184
 TL0184.The horizontal coordinates were scaled from a topographic map and have
 TL0184.an estimated accuracy of +/- 6 seconds.
 TL0184
 TL0184.The orthometric height was determined by differential leveling
 TL0184.and adjusted by the National Geodetic Survey in June 1991..
 TL0184
 TL0184.The geoid height was determined by GEOID03.
 TL0184
 TL0184.The dynamic height is computed by dividing the NAVD 88
 TL0184.geopotential number by the normal gravity value computed on the
 TL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0184.degrees latitude (g = 980.6199 gals.).
 TL0184
 TL0184.The modeled gravity was interpolated from observed gravity values.
 TL0184
 TL0184;                    North         East    Units  Estimated Accuracy
 TL0184;SPC MT       -   441,700.      524,450.      MT  (+/- 180 meters Scaled)
 TL0184
 TL0184                          SUPERSEDED SURVEY CONTROL
 TL0184
 TL0184  NGVD 29 (??/??/92)  893.571  (m)         2931.66   (f) ADJ UNCH    2 0
 TL0184
 TL0184.Superseded values are not recommended for survey control.
 TL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0184.See file dsdata.txt to determine how the superseded data were derived.
 TL0184
 TL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU358409(NAD 83)
 TL0184_MARKER: DB = BENCH MARK DISK
 TL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0184_STAMPING: C 367 1948
 TL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0184+STABILITY: SURFACE MOTION
 TL0184
 TL0184  HISTORY     - Date     Condition        Report By
 TL0184  HISTORY     - 1948     MONUMENTED       CGS
 TL0184
 TL0184                          STATION DESCRIPTION
 TL0184
 TL0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0184'25.3 MI S FROM RUDYARD.
 TL0184'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0184'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0184'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 6.0 MILES SOUTH
 TL0184'ALONG A GRAVELED ROAD, 0.6 MILE WEST OF BENCH MARK B 367, AT A ROAD
 TL0184'JUNCTION, AT THE SOUTHWEST CORNER OF SECTION 36, T. 29 N., R. 9 E.,
 TL0184'223.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 44.0 FEET
 TL0184'EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 2.0 FEET SOUTHWEST OF
 TL0184'A FENCE, 1.6 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF
 TL0184'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0079 ***********************************************************************
 TL0079  DESIGNATION -  C 368
 TL0079  PID         -  TL0079
 TL0079  STATE/COUNTY-  MT/HILL
 TL0079  USGS QUAD   -  FOURTEENMILE COULEE SW (1969)
 TL0079
 TL0079                         *CURRENT SURVEY CONTROL
 TL0079  ___________________________________________________________________
 TL0079* NAD 83(1986)-  48 19 16.     (N)    110 25 56.     (W)     SCALED    
 TL0079* NAVD 88     -       886.804  (meters)    2909.46   (feet)  ADJUSTED  
 TL0079  ___________________________________________________________________
 TL0079  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TL0079  DYNAMIC HT  -         886.865 (meters)    2909.66  (feet)  COMP
 TL0079  MODELED GRAV-     980,649.9   (mgal)                       NAVD 88
 TL0079
 TL0079  VERT ORDER  -  SECOND    CLASS 0
 TL0079
 TL0079.The horizontal coordinates were scaled from a topographic map and have
 TL0079.an estimated accuracy of +/- 6 seconds.
 TL0079
 TL0079.The orthometric height was determined by differential leveling
 TL0079.and adjusted by the National Geodetic Survey in June 1991..
 TL0079
 TL0079.The geoid height was determined by GEOID03.
 TL0079
 TL0079.The dynamic height is computed by dividing the NAVD 88
 TL0079.geopotential number by the normal gravity value computed on the
 TL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0079.degrees latitude (g = 980.6199 gals.).
 TL0079
 TL0079.The modeled gravity was interpolated from observed gravity values.
 TL0079
 TL0079;                    North         East    Units  Estimated Accuracy
 TL0079;SPC MT       -   452,800.      530,890.      MT  (+/- 180 meters Scaled)
 TL0079
 TL0079                          SUPERSEDED SURVEY CONTROL
 TL0079
 TL0079  NGVD 29 (??/??/92)  885.931  (m)         2906.59   (f) ADJ UNCH    2 0
 TL0079
 TL0079.Superseded values are not recommended for survey control.
 TL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0079.See file dsdata.txt to determine how the superseded data were derived.
 TL0079
 TL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU420521(NAD 83)
 TL0079_MARKER: DB = BENCH MARK DISK
 TL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0079_STAMPING: C 368 1948
 TL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0079+STABILITY: SURFACE MOTION
 TL0079
 TL0079  HISTORY     - Date     Condition        Report By
 TL0079  HISTORY     - 1948     MONUMENTED       CGS
 TL0079
 TL0079                          STATION DESCRIPTION
 TL0079
 TL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0079'16.4 MI S FROM HINGHAM.
 TL0079'0.4 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE HIGH SCHOOL AT HINGHAM,
 TL0079'THENCE 16.0 MILES SOUTH ALONG A GRADED DIRT ROAD, 1.0 MILE WEST OF
 TL0079'BENCH MARK B 368, AT A T ROAD JUNCTION, AT THE SOUTHEAST CORNER OF
 TL0079'SECTION 28, T. 30 N., R. 10 E., 34.0 FEET WEST OF THE CENTER LINE OF A
 TL0079'NORTH SOUTH ROAD, 24.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 TL0079'ROAD LEADING EAST, 11.0 FEET WEST OF A FENCE, 1.4 FEET SOUTH OF A
 TL0079'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 TL0079'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0182 ***********************************************************************
 TL0182  DESIGNATION -  C 369
 TL0182  PID         -  TL0182
 TL0182  STATE/COUNTY-  MT/LIBERTY
 TL0182  USGS QUAD   -  CIRCLE BRIDGE (1970)
 TL0182
 TL0182                         *CURRENT SURVEY CONTROL
 TL0182  ___________________________________________________________________
 TL0182* NAD 83(1986)-  48 19 15.     (N)    110 54 29.     (W)     SCALED    
 TL0182* NAVD 88     -       916.655  (meters)    3007.39   (feet)  ADJUSTED  
 TL0182  ___________________________________________________________________
 TL0182  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 TL0182  DYNAMIC HT  -         916.715 (meters)    3007.59  (feet)  COMP
 TL0182  MODELED GRAV-     980,645.2   (mgal)                       NAVD 88
 TL0182
 TL0182  VERT ORDER  -  SECOND    CLASS 0
 TL0182
 TL0182.The horizontal coordinates were scaled from a topographic map and have
 TL0182.an estimated accuracy of +/- 6 seconds.
 TL0182
 TL0182.The orthometric height was determined by differential leveling
 TL0182.and adjusted by the National Geodetic Survey in June 1991..
 TL0182
 TL0182.The geoid height was determined by GEOID03.
 TL0182
 TL0182.The dynamic height is computed by dividing the NAVD 88
 TL0182.geopotential number by the normal gravity value computed on the
 TL0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0182.degrees latitude (g = 980.6199 gals.).
 TL0182
 TL0182.The modeled gravity was interpolated from observed gravity values.
 TL0182
 TL0182;                    North         East    Units  Estimated Accuracy
 TL0182;SPC MT       -   453,290.      495,620.      MT  (+/- 180 meters Scaled)
 TL0182
 TL0182                          SUPERSEDED SURVEY CONTROL
 TL0182
 TL0182  NGVD 29 (??/??/92)  915.764  (m)         3004.47   (f) ADJ UNCH    2 0
 TL0182
 TL0182.Superseded values are not recommended for survey control.
 TL0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0182.See file dsdata.txt to determine how the superseded data were derived.
 TL0182
 TL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU068519(NAD 83)
 TL0182_MARKER: DB = BENCH MARK DISK
 TL0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0182_STAMPING: C 369 1948
 TL0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0182+STABILITY: SURFACE MOTION
 TL0182
 TL0182  HISTORY     - Date     Condition        Report By
 TL0182  HISTORY     - 1948     MONUMENTED       CGS
 TL0182  HISTORY     - 1971     GOOD             NGS
 TL0182
 TL0182                          STATION DESCRIPTION
 TL0182
 TL0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 TL0182'16.3 MI SE FROM CHESTER.
 TL0182'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 223
 TL0182'IN CHESTER BY GOING SOUTH ON STATE HIGHWAY 223 FOT 10.35 MILES TO THE
 TL0182'POINT WHERE THE HIGHWAY CURVES LEFT, CONTINUE STRAIGHT AHEAD ON GRAVEL
 TL0182'ROAD FOR 2.85 MILES TO A CROSSROAD (AND A 369), TURN LEFT AND GO EAST
 TL0182'1.65 MILES, CROSS HIGHWAY AND CONTINUE EAST FOR 1.35 MILES TO A ROAD
 TL0182'RUNNING SOUTH AND THE MARK 113 FEET WEST OF THE CENTER OF THIS ROAD,
 TL0182'32 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 33 FEET
 TL0182'WEST-SOUTHWEST OF THE SOUTH END OF AN 18-INCH CORRUGATED METAL PIPE
 TL0182'CULVERT.  ON LINE WITH THE POWER POLES AND 1 FOOT EAST OF A METAL
 TL0182'WITNESS POST.  MARK IS A STANDARD DISK SET IN A ROUND CONCRETE POST
 TL0182'WHICH PROJECTS 9 INCHES.  1/4, SEC 35, T 30N, R 6 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0330 ***********************************************************************
 SQ0330  DESIGNATION -  C 37
 SQ0330  PID         -  SQ0330
 SQ0330  STATE/COUNTY-  MT/GARFIELD
 SQ0330  USGS QUAD   -  SMOKY BUTTE (1983)
 SQ0330
 SQ0330                         *CURRENT SURVEY CONTROL
 SQ0330  ___________________________________________________________________
 SQ0330* NAD 83(1986)-  47 17 49.     (N)    107 05 10.     (W)     SCALED    
 SQ0330* NAVD 88     -       850.896  (meters)    2791.65   (feet)  ADJUSTED  
 SQ0330  ___________________________________________________________________
 SQ0330  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 SQ0330  DYNAMIC HT  -         850.900 (meters)    2791.66  (feet)  COMP
 SQ0330  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 SQ0330
 SQ0330  VERT ORDER  -  FIRST     CLASS II
 SQ0330
 SQ0330.The horizontal coordinates were scaled from a topographic map and have
 SQ0330.an estimated accuracy of +/- 6 seconds.
 SQ0330
 SQ0330.The orthometric height was determined by differential leveling
 SQ0330.and adjusted by the National Geodetic Survey in June 1991..
 SQ0330
 SQ0330.The geoid height was determined by GEOID03.
 SQ0330
 SQ0330.The dynamic height is computed by dividing the NAVD 88
 SQ0330.geopotential number by the normal gravity value computed on the
 SQ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0330.degrees latitude (g = 980.6199 gals.).
 SQ0330
 SQ0330.The modeled gravity was interpolated from observed gravity values.
 SQ0330
 SQ0330;                    North         East    Units  Estimated Accuracy
 SQ0330;SPC MT       -   341,380.      782,430.      MT  (+/- 180 meters Scaled)
 SQ0330
 SQ0330                          SUPERSEDED SURVEY CONTROL
 SQ0330
 SQ0330  NGVD 29 (??/??/92)  850.208  (m)         2789.39   (f) ADJ UNCH    1 2
 SQ0330
 SQ0330.Superseded values are not recommended for survey control.
 SQ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0330.See file dsdata.txt to determine how the superseded data were derived.
 SQ0330
 SQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN422402(NAD 83)
 SQ0330_MARKER: DB = BENCH MARK DISK
 SQ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0330_STAMPING: 2789.391 C 37 1931
 SQ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0330+STABILITY: SURFACE MOTION
 SQ0330
 SQ0330  HISTORY     - Date     Condition        Report By
 SQ0330  HISTORY     - 1931     MONUMENTED       CGS
 SQ0330
 SQ0330                          STATION DESCRIPTION
 SQ0330
 SQ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0330'9.3 MI W FROM JORDAN.
 SQ0330'ABOUT 9.3 MI. W OF JORDAN, ON THE N SIDE OF THE JORDAN-EDWARDS ROAD,
 SQ0330'0.8 MI. E OF A BRIDGE OVER A COULEE, IN A SADDLE BETWEEN THE ROAD AS
 SQ0330'IT GOES OVER A RIDGE AND THE N END OF THE RIDGE.  THE MARK IS 69 FT. N
 SQ0330'OF THE C.L. OF THE ROAD, AND 47.3 FT. N OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0020 ***********************************************************************
 TL0020  DESIGNATION -  C 370
 TL0020  PID         -  TL0020
 TL0020  STATE/COUNTY-  MT/HILL
 TL0020  USGS QUAD   -  HINGHAM (1969)
 TL0020
 TL0020                         *CURRENT SURVEY CONTROL
 TL0020  ___________________________________________________________________
 TL0020* NAD 83(1986)-  48 33 28.     (N)    110 28 33.     (W)     SCALED    
 TL0020* NAVD 88     -       932.640  (meters)    3059.84   (feet)  ADJUSTED  
 TL0020  ___________________________________________________________________
 TL0020  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TL0020  DYNAMIC HT  -         932.711 (meters)    3060.07  (feet)  COMP
 TL0020  MODELED GRAV-     980,654.9   (mgal)                       NAVD 88
 TL0020
 TL0020  VERT ORDER  -  FIRST     CLASS II
 TL0020
 TL0020.The horizontal coordinates were scaled from a topographic map and have
 TL0020.an estimated accuracy of +/- 6 seconds.
 TL0020
 TL0020.The orthometric height was determined by differential leveling
 TL0020.and adjusted by the National Geodetic Survey in June 1991..
 TL0020
 TL0020.The geoid height was determined by GEOID03.
 TL0020
 TL0020.The dynamic height is computed by dividing the NAVD 88
 TL0020.geopotential number by the normal gravity value computed on the
 TL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0020.degrees latitude (g = 980.6199 gals.).
 TL0020
 TL0020.The modeled gravity was interpolated from observed gravity values.
 TL0020
 TL0020;                    North         East    Units  Estimated Accuracy
 TL0020;SPC MT       -   479,150.      527,990.      MT  (+/- 180 meters Scaled)
 TL0020
 TL0020                          SUPERSEDED SURVEY CONTROL
 TL0020
 TL0020  NGVD 29 (??/??/92)  931.741  (m)         3056.89   (f) ADJ UNCH    1 2
 TL0020
 TL0020.Superseded values are not recommended for survey control.
 TL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0020.See file dsdata.txt to determine how the superseded data were derived.
 TL0020
 TL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU386784(NAD 83)
 TL0020_MARKER: DB = BENCH MARK DISK
 TL0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0020_STAMPING: C 370 1948
 TL0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0020+STABILITY: SURFACE MOTION
 TL0020
 TL0020  HISTORY     - Date     Condition        Report By
 TL0020  HISTORY     - 1948     MONUMENTED       CGS
 TL0020  HISTORY     - 1979     GOOD             NGS
 TL0020
 TL0020                          STATION DESCRIPTION
 TL0020
 TL0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0020'2.4 MI W FROM HINGHAM.
 TL0020'2.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0020'HINGHAM, HILL COUNTY, 6 POLES WEST OF MILEPOST 999, AT A ROAD
 TL0020'CROSSING, 98 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 80 FEET EAST
 TL0020'OF THE CENTERLINE OF THE ROAD, 52.5 FEET EAST OF A FENCE CORNER, 1.8
 TL0020'FEET NORTH OF THE FENCE, AND 1.6 FEET WEST OF A WHITE WOODEN WITNESS
 TL0020'POST.  A STANDARD DISK, STAMPED C 370 1948 AND SET IN THE TOP OF A
 TL0020'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 TL0020
 TL0020                          STATION RECOVERY (1979)
 TL0020
 TL0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0020'ADD=62.5 FEET EAST-SOUTHEAST OF A RAILROAD CROSSING POLE AND SIGN,
 TL0020'AND 25 FEET SOUTH OF THE CENTER OF A TRACK ROAD PARALLELING THE TRACK.
 TL0020'THE MARK IS 2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0007 ***********************************************************************
 TL0007  DESIGNATION -  C 371
 TL0007  PID         -  TL0007
 TL0007  STATE/COUNTY-  MT/HILL
 TL0007  USGS QUAD   -  GILDFORD (1969)
 TL0007
 TL0007                         *CURRENT SURVEY CONTROL
 TL0007  ___________________________________________________________________
 TL0007* NAD 83(1986)-  48 34 21.     (N)    110 16 50.     (W)     SCALED    
 TL0007* NAVD 88     -       864.726  (meters)    2837.02   (feet)  ADJUSTED  
 TL0007  ___________________________________________________________________
 TL0007  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 TL0007  DYNAMIC HT  -         864.799 (meters)    2837.26  (feet)  COMP
 TL0007  MODELED GRAV-     980,665.5   (mgal)                       NAVD 88
 TL0007
 TL0007  VERT ORDER  -  FIRST     CLASS II
 TL0007
 TL0007.The horizontal coordinates were scaled from a topographic map and have
 TL0007.an estimated accuracy of +/- 6 seconds.
 TL0007
 TL0007.The orthometric height was determined by differential leveling
 TL0007.and adjusted by the National Geodetic Survey in June 1991..
 TL0007
 TL0007.The geoid height was determined by GEOID03.
 TL0007
 TL0007.The dynamic height is computed by dividing the NAVD 88
 TL0007.geopotential number by the normal gravity value computed on the
 TL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0007.degrees latitude (g = 980.6199 gals.).
 TL0007
 TL0007.The modeled gravity was interpolated from observed gravity values.
 TL0007
 TL0007;                    North         East    Units  Estimated Accuracy
 TL0007;SPC MT       -   480,620.      542,410.      MT  (+/- 180 meters Scaled)
 TL0007
 TL0007                          SUPERSEDED SURVEY CONTROL
 TL0007
 TL0007  NGVD 29 (??/??/92)  863.852  (m)         2834.15   (f) ADJ UNCH    1 2
 TL0007
 TL0007.Superseded values are not recommended for survey control.
 TL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0007.See file dsdata.txt to determine how the superseded data were derived.
 TL0007
 TL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU530801(NAD 83)
 TL0007_MARKER: DB = BENCH MARK DISK
 TL0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0007_STAMPING: C 371 1948
 TL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0007+STABILITY: SURFACE MOTION
 TL0007
 TL0007  HISTORY     - Date     Condition        Report By
 TL0007  HISTORY     - 1948     MONUMENTED       CGS
 TL0007  HISTORY     - 1979     GOOD             NGS
 TL0007
 TL0007                          STATION DESCRIPTION
 TL0007
 TL0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0007'1.0 MI E FROM GILDFORD.
 TL0007'1.0 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0007'GILDFORD, HILL COUNTY, 176.8 FEET NORTHWEST OF A SWITCH, AT THE EAST
 TL0007'END OF A SIDING, AT THE EAST END OF A LONG FILL, 3.1 FEET EAST OF THE
 TL0007'TWELFTH POLE WEST OF MILEPOST 989, IN LINE WITH THE ROW OF POLES, 65.5
 TL0007'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 1.9 FEET WEST OF A
 TL0007'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 371 1948 AND
 TL0007'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 TL0007
 TL0007                          STATION RECOVERY (1979)
 TL0007
 TL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0007'ADD=16 FEET NORTH OF THE CENTER OF A TRACK ROAD PARALLELING THE
 TL0007'TRACKS, AND 3 FEET EAST OF TELEPHONE POLE NUMBER A 116.
 TL0007'THE MARK IS 2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0259 ***********************************************************************
 RY0259  DESIGNATION -  C 372
 RY0259  PID         -  RY0259
 RY0259  STATE/COUNTY-  MT/MISSOULA
 RY0259  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0259
 RY0259                         *CURRENT SURVEY CONTROL
 RY0259  ___________________________________________________________________
 RY0259* NAD 83(1986)-  46 41 45.     (N)    114 32 45.     (W)     SCALED    
 RY0259* NAVD 88     -      1295.573  (meters)    4250.56   (feet)  ADJUSTED  
 RY0259  ___________________________________________________________________
 RY0259  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 RY0259  DYNAMIC HT  -        1295.271 (meters)    4249.57  (feet)  COMP
 RY0259  MODELED GRAV-     980,336.2   (mgal)                       NAVD 88
 RY0259
 RY0259  VERT ORDER  -  FIRST     CLASS II
 RY0259
 RY0259.The horizontal coordinates were scaled from a topographic map and have
 RY0259.an estimated accuracy of +/- 6 seconds.
 RY0259
 RY0259.The orthometric height was determined by differential leveling
 RY0259.and adjusted by the National Geodetic Survey in June 1991..
 RY0259.WARNING-Repeat measurements at this control monument indicate possible
 RY0259.vertical movement.
 RY0259
 RY0259.The geoid height was determined by GEOID03.
 RY0259
 RY0259.The dynamic height is computed by dividing the NAVD 88
 RY0259.geopotential number by the normal gravity value computed on the
 RY0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0259.degrees latitude (g = 980.6199 gals.).
 RY0259
 RY0259.The modeled gravity was interpolated from observed gravity values.
 RY0259
 RY0259;                    North         East    Units  Estimated Accuracy
 RY0259;SPC MT       -   284,200.      214,560.      MT  (+/- 180 meters Scaled)
 RY0259
 RY0259                          SUPERSEDED SURVEY CONTROL
 RY0259
 RY0259  NGVD 29 (??/??/92) 1294.405  (m)         4246.73   (f) ADJ UNCH    1 2
 RY0259
 RY0259.Superseded values are not recommended for survey control.
 RY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0259.See file dsdata.txt to determine how the superseded data were derived.
 RY0259
 RY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM876742(NAD 83)
 RY0259_MARKER: DB = BENCH MARK DISK
 RY0259_SETTING: 80 = SET IN A BOULDER
 RY0259_STAMPING: C 372 1950
 RY0259_MARK LOGO: CGS   
 RY0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0259+STABILITY: SURFACE MOTION
 RY0259
 RY0259  HISTORY     - Date     Condition        Report By
 RY0259  HISTORY     - 1950     MONUMENTED       CGS
 RY0259  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0259  HISTORY     - 1980     GOOD             NGS
 RY0259
 RY0259                          STATION DESCRIPTION
 RY0259
 RY0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0259'2.9 MI S FROM LOLO HOT SPRINGS.
 RY0259'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT LOLO HOT
 RY0259'SPRINGS, THENCE 2.8 MILES SOUTH ALONG THE LEWIS AND CLARK HIGHWAY, 0.9
 RY0259'MILE SOUTH OF LEE CREEK CAMP, NEAR THE SOUTH BASE OF A LARGE ROCKY
 RY0259'KNOLL, IN THE TOP OF A BOULDER WHICH PROJECTS 2 1/2 FEET ABOVE THE
 RY0259'GROUND, 111 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST
 RY0259'BANK OF THE WEST FORK OF LOLO CREEK, 69.5 FEET NORTH OF THE NORTHWEST
 RY0259'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 38 FEET NORTHWEST OF
 RY0259'THE PROPOSED NEW ALIGNMENT OF THE HIGHWAY, 33 FEET NORTHWEST OF THE
 RY0259'CENTER LINE OF THE HIGHWAY, 2 FEET HIGHER THAN THE HIGHWAY.
 RY0259
 RY0259                          STATION RECOVERY (1964)
 RY0259
 RY0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0259'MARK NOT FOUND.
 RY0259
 RY0259                          STATION RECOVERY (1980)
 RY0259
 RY0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0259'3.8 KILOMETERS (2.35 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM
 RY0259'THE OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, AT THE
 RY0259'SOUTHWEST END OF A HIGHWAY CUT, SET IN TOP OF A 1.5 X 2.3 METER
 RY0259'(5 X 7.5 FOOT) GRANITE BOULDER PROJECTING 0.7 METER (2.3 FEET), 86.0
 RY0259'METERS (282 FEET) NORTH ACROSS THE HIGHWAY FROM HIGHWAY MILEPOST 5,
 RY0259'11.8 METERS (38.7 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 RY0259'39.0 METERS (128 FEET) NORTHEAST OF THE NORTHWEST END OF A 40-INCH
 RY0259'DIAMETER CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 19.4 METERS (63.5
 RY0259'FEET) SOUTHWEST OF A 30-INCH DIAMETER PINE TREE, 0.45 METER (1.5
 RY0259'FEET) NORTHEAST OF THE SOUTHWEST EDGE OF THE BOULDER.
 RY0259'THE MARK IS 0.75 METERS  NE FROM A WITNESS POST.
 RY0259'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0139 ***********************************************************************
 SU0139  DESIGNATION -  C 373
 SU0139  PID         -  SU0139
 SU0139  STATE/COUNTY-  MT/SANDERS
 SU0139  USGS QUAD   -  MC DONALD (1964)
 SU0139
 SU0139                         *CURRENT SURVEY CONTROL
 SU0139  ___________________________________________________________________
 SU0139* NAD 83(1986)-  47 18 58.     (N)    114 25 06.     (W)     SCALED    
 SU0139* NAVD 88     -       802.169  (meters)    2631.78   (feet)  ADJUSTED  
 SU0139  ___________________________________________________________________
 SU0139  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 SU0139  DYNAMIC HT  -         802.122 (meters)    2631.63  (feet)  COMP
 SU0139  MODELED GRAV-     980,528.1   (mgal)                       NAVD 88
 SU0139
 SU0139  VERT ORDER  -  SECOND    CLASS 0
 SU0139
 SU0139.The horizontal coordinates were scaled from a topographic map and have
 SU0139.an estimated accuracy of +/- 6 seconds.
 SU0139
 SU0139.The orthometric height was determined by differential leveling
 SU0139.and adjusted by the National Geodetic Survey in June 1991..
 SU0139
 SU0139.The geoid height was determined by GEOID03.
 SU0139
 SU0139.The dynamic height is computed by dividing the NAVD 88
 SU0139.geopotential number by the normal gravity value computed on the
 SU0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0139.degrees latitude (g = 980.6199 gals.).
 SU0139
 SU0139.The modeled gravity was interpolated from observed gravity values.
 SU0139
 SU0139;                    North         East    Units  Estimated Accuracy
 SU0139;SPC MT       -   352,360.      228,610.      MT  (+/- 180 meters Scaled)
 SU0139
 SU0139                          SUPERSEDED SURVEY CONTROL
 SU0139
 SU0139  NGVD 29 (??/??/92)  801.096  (m)         2628.26   (f) ADJ UNCH    2 0
 SU0139
 SU0139.Superseded values are not recommended for survey control.
 SU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0139.See file dsdata.txt to determine how the superseded data were derived.
 SU0139
 SU0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN951435(NAD 83)
 SU0139_MARKER: DB = BENCH MARK DISK
 SU0139_SETTING: 66 = SET IN ROCK OUTCROP
 SU0139_SP_SET: OUTCROP
 SU0139_STAMPING: C 373 1950
 SU0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0139+STABILITY: POSITION/ELEVATION WELL
 SU0139
 SU0139  HISTORY     - Date     Condition        Report By
 SU0139  HISTORY     - 1950     MONUMENTED       CGS
 SU0139
 SU0139                          STATION DESCRIPTION
 SU0139
 SU0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0139'5.0 MI W FROM DIXON.
 SU0139'5.0 MILES WEST ALONG U. S. HIGHWAY 10A FROM THE POST OFFICE AT DIXON,
 SU0139'0.6 MILE WEST OF THE T JUNCTION OF A GRAVELED ROAD LEADING SOUTH TO A
 SU0139'FARMHOUSE, IN THE TOP OF AN OUTCROP, ON THE OUTSIDE OF AND NEAR THE
 SU0139'EAST END OF A LONG CURVE, 103 FEET SOUTHWEST OF THE CENTER OF THE
 SU0139'SOUTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 54.5 FEET SOUTH
 SU0139'OF THE CENTER LINE OF THE HIGHWAY, 38 FEET SOUTHEAST OF A FENCE CORNER
 SU0139'POST, 4.5 FEET NORTHEAST OF A FENCE, ABOUT 7 FEET HIGHER THAN THE
 SU0139'HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0116 ***********************************************************************
 SU0116  DESIGNATION -  C 374
 SU0116  PID         -  SU0116
 SU0116  STATE/COUNTY-  MT/SANDERS
 SU0116  USGS QUAD   -  SLOAN (1965)
 SU0116
 SU0116                         *CURRENT SURVEY CONTROL
 SU0116  ___________________________________________________________________
 SU0116* NAD 83(1986)-  47 24 50.     (N)    114 20 56.     (W)     SCALED    
 SU0116* NAVD 88     -       790.926  (meters)    2594.90   (feet)  ADJUSTED  
 SU0116  ___________________________________________________________________
 SU0116  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 SU0116  DYNAMIC HT  -         790.899 (meters)    2594.81  (feet)  COMP
 SU0116  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 SU0116
 SU0116  VERT ORDER  -  SECOND    CLASS 0
 SU0116
 SU0116.The horizontal coordinates were scaled from a topographic map and have
 SU0116.an estimated accuracy of +/- 6 seconds.
 SU0116
 SU0116.The orthometric height was determined by differential leveling
 SU0116.and adjusted by the National Geodetic Survey in June 1991..
 SU0116
 SU0116.The geoid height was determined by GEOID03.
 SU0116
 SU0116.The dynamic height is computed by dividing the NAVD 88
 SU0116.geopotential number by the normal gravity value computed on the
 SU0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0116.degrees latitude (g = 980.6199 gals.).
 SU0116
 SU0116.The modeled gravity was interpolated from observed gravity values.
 SU0116
 SU0116;                    North         East    Units  Estimated Accuracy
 SU0116;SPC MT       -   362,880.      234,520.      MT  (+/- 180 meters Scaled)
 SU0116
 SU0116                          SUPERSEDED SURVEY CONTROL
 SU0116
 SU0116  NGVD 29 (??/??/92)  789.866  (m)         2591.42   (f) ADJ UNCH    2 0
 SU0116
 SU0116.Superseded values are not recommended for survey control.
 SU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0116.See file dsdata.txt to determine how the superseded data were derived.
 SU0116
 SU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN999545(NAD 83)
 SU0116_MARKER: DB = BENCH MARK DISK
 SU0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0116_STAMPING: C 374 1950
 SU0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0116+STABILITY: SURFACE MOTION
 SU0116
 SU0116  HISTORY     - Date     Condition        Report By
 SU0116  HISTORY     - 1950     MONUMENTED       CGS
 SU0116
 SU0116                          STATION DESCRIPTION
 SU0116
 SU0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0116'9.5 MI N FROM DIXON.
 SU0116'9.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON, 0.2
 SU0116'MILE NORTH OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, AT THE
 SU0116'INTERSECTION OF AN EAST-WEST DIRT ROAD, 78 FEET WEST OF AND ACROSS THE
 SU0116'ROAD FROM A FENCE CORNER POST, 56 FEET SOUTH OF THE CENTER LINE OF THE
 SU0116'EAST-WEST ROAD, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 1
 SU0116'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SU0116'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0039 ***********************************************************************
 SU0039  DESIGNATION -  C 375
 SU0039  PID         -  SU0039
 SU0039  STATE/COUNTY-  MT/SANDERS
 SU0039  USGS QUAD   -  ROUND BUTTE (1965)
 SU0039
 SU0039                         *CURRENT SURVEY CONTROL
 SU0039  ___________________________________________________________________
 SU0039* NAD 83(1986)-  47 34 18.     (N)    114 21 48.     (W)     SCALED    
 SU0039* NAVD 88     -       976.895  (meters)    3205.03   (feet)  ADJUSTED  
 SU0039  ___________________________________________________________________
 SU0039  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SU0039  DYNAMIC HT  -         976.846 (meters)    3204.87  (feet)  COMP
 SU0039  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 SU0039
 SU0039  VERT ORDER  -  SECOND    CLASS 0
 SU0039
 SU0039.The horizontal coordinates were scaled from a topographic map and have
 SU0039.an estimated accuracy of +/- 6 seconds.
 SU0039
 SU0039.The orthometric height was determined by differential leveling
 SU0039.and adjusted by the National Geodetic Survey in June 1991..
 SU0039
 SU0039.The geoid height was determined by GEOID03.
 SU0039
 SU0039.The dynamic height is computed by dividing the NAVD 88
 SU0039.geopotential number by the normal gravity value computed on the
 SU0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0039.degrees latitude (g = 980.6199 gals.).
 SU0039
 SU0039.The modeled gravity was interpolated from observed gravity values.
 SU0039
 SU0039;                    North         East    Units  Estimated Accuracy
 SU0039;SPC MT       -   380,450.      234,520.      MT  (+/- 180 meters Scaled)
 SU0039
 SU0039                          SUPERSEDED SURVEY CONTROL
 SU0039
 SU0039  NGVD 29 (??/??/92)  975.796  (m)         3201.42   (f) ADJ UNCH    2 0
 SU0039
 SU0039.Superseded values are not recommended for survey control.
 SU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0039.See file dsdata.txt to determine how the superseded data were derived.
 SU0039
 SU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN983720(NAD 83)
 SU0039_MARKER: DB = BENCH MARK DISK
 SU0039_SETTING: 80 = SET IN A BOULDER
 SU0039_SP_SET: BOULDER
 SU0039_STAMPING: C 375 1950
 SU0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0039+STABILITY: SURFACE MOTION
 SU0039
 SU0039  HISTORY     - Date     Condition        Report By
 SU0039  HISTORY     - 1950     MONUMENTED       CGS
 SU0039
 SU0039                          STATION DESCRIPTION
 SU0039
 SU0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0039'20.1 MI SW FROM POLSON.
 SU0039'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0039'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 11.4 MILES
 SU0039'SOUTHWEST ALONG A TRACK ROAD, 0.2 MILE SOUTH OF THE Y JUNCTION OF A
 SU0039'DIM TRACK ROAD LEADING NORTHWEST TO AN ABANDONED RANCHHOUSE, AT THE
 SU0039'SUMMIT OF A STEEP GRADE, IN THE TOP OF A BOULDER WHICH PROJECTS 0.8
 SU0039'FOOT ABOVE GROUND, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 SU0039'3.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 SU0039'MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0063 ***********************************************************************
 SU0063  DESIGNATION -  C 376
 SU0063  PID         -  SU0063
 SU0063  STATE/COUNTY-  MT/LAKE
 SU0063  USGS QUAD   -  POLSON (1964)
 SU0063
 SU0063                         *CURRENT SURVEY CONTROL
 SU0063  ___________________________________________________________________
 SU0063* NAD 83(1986)-  47 41 37.     (N)    114 11 00.     (W)     SCALED    
 SU0063* NAVD 88     -       895.008  (meters)    2936.37   (feet)  ADJUSTED  
 SU0063  ___________________________________________________________________
 SU0063  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 SU0063  DYNAMIC HT  -         894.979 (meters)    2936.28  (feet)  COMP
 SU0063  MODELED GRAV-     980,549.5   (mgal)                       NAVD 88
 SU0063
 SU0063  VERT ORDER  -  SECOND    CLASS 0
 SU0063
 SU0063.The horizontal coordinates were scaled from a topographic map and have
 SU0063.an estimated accuracy of +/- 6 seconds.
 SU0063
 SU0063.The orthometric height was determined by differential leveling
 SU0063.and adjusted by the National Geodetic Survey in June 1991..
 SU0063
 SU0063.The geoid height was determined by GEOID03.
 SU0063
 SU0063.The dynamic height is computed by dividing the NAVD 88
 SU0063.geopotential number by the normal gravity value computed on the
 SU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0063.degrees latitude (g = 980.6199 gals.).
 SU0063
 SU0063.The modeled gravity was interpolated from observed gravity values.
 SU0063
 SU0063;                    North         East    Units  Estimated Accuracy
 SU0063;SPC MT       -   393,150.      248,840.      MT  (+/- 180 meters Scaled)
 SU0063
 SU0063                          SUPERSEDED SURVEY CONTROL
 SU0063
 SU0063  NGVD 29 (??/??/92)  893.910  (m)         2932.77   (f) ADJ UNCH    2 0
 SU0063
 SU0063.Superseded values are not recommended for survey control.
 SU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0063.See file dsdata.txt to determine how the superseded data were derived.
 SU0063
 SU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN113860(NAD 83)
 SU0063_MARKER: DB = BENCH MARK DISK
 SU0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0063_STAMPING: C 376 1950
 SU0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0063+STABILITY: SURFACE MOTION
 SU0063
 SU0063  HISTORY     - Date     Condition        Report By
 SU0063  HISTORY     - 1950     MONUMENTED       CGS
 SU0063  HISTORY     - 1979     GOOD             NGS
 SU0063
 SU0063                          STATION DESCRIPTION
 SU0063
 SU0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0063'1.0 MI W FROM POLSON.
 SU0063'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0063'THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, AT THE ENTRANCE TO THE
 SU0063'POLSON AIRPORT, 71 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 SU0063'RUNWAY, 44 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 SU0063'SOUTH, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.9 FEET SOUTH OF
 SU0063'A WIRE FENCE, 3.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 SU0063'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 SU0063'ABOVE THE GROUND.
 SU0063
 SU0063                          STATION RECOVERY (1979)
 SU0063
 SU0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0063'ADD--2.95 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION
 SU0063'WITH STATE HIGHWAY 35 IN POLSON, THENCE 0.4 MILE WEST ALONG A PAVED
 SU0063'ROAD LEADING TO THE AIRPORT.  OMIT--OLD HEADING.  OMIT--35 FEET SOUTH
 SU0063'OF THE CENTERLINE OF THE ROAD.  ADD--35 FEET SOUTH OF THE EXTENDED
 SU0063'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0097 ***********************************************************************
 SU0097  DESIGNATION -  C 377
 SU0097  PID         -  SU0097
 SU0097  STATE/COUNTY-  MT/SANDERS
 SU0097  USGS QUAD   -  MELTON RANCH (1964)
 SU0097
 SU0097                         *CURRENT SURVEY CONTROL
 SU0097  ___________________________________________________________________
 SU0097* NAD 83(1986)-  47 28 45.     (N)    114 25 08.     (W)     SCALED    
 SU0097* NAVD 88     -       850.702  (meters)    2791.01   (feet)  ADJUSTED  
 SU0097  ___________________________________________________________________
 SU0097  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 SU0097  DYNAMIC HT  -         850.670 (meters)    2790.91  (feet)  COMP
 SU0097  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 SU0097
 SU0097  VERT ORDER  -  SECOND    CLASS 0
 SU0097
 SU0097.The horizontal coordinates were scaled from a topographic map and have
 SU0097.an estimated accuracy of +/- 6 seconds.
 SU0097
 SU0097.The orthometric height was determined by differential leveling
 SU0097.and adjusted by the National Geodetic Survey in June 1991..
 SU0097
 SU0097.The geoid height was determined by GEOID03.
 SU0097
 SU0097.The dynamic height is computed by dividing the NAVD 88
 SU0097.geopotential number by the normal gravity value computed on the
 SU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0097.degrees latitude (g = 980.6199 gals.).
 SU0097
 SU0097.The modeled gravity was interpolated from observed gravity values.
 SU0097
 SU0097;                    North         East    Units  Estimated Accuracy
 SU0097;SPC MT       -   370,450.      229,700.      MT  (+/- 180 meters Scaled)
 SU0097
 SU0097                          SUPERSEDED SURVEY CONTROL
 SU0097
 SU0097  NGVD 29 (??/??/92)  849.618  (m)         2787.46   (f) ADJ UNCH    2 0
 SU0097
 SU0097.Superseded values are not recommended for survey control.
 SU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0097.See file dsdata.txt to determine how the superseded data were derived.
 SU0097
 SU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN944616(NAD 83)
 SU0097_MARKER: DB = BENCH MARK DISK
 SU0097_SETTING: 66 = SET IN ROCK OUTCROP
 SU0097_SP_SET: OUTCROP
 SU0097_STAMPING: C 377 1950
 SU0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0097+STABILITY: POSITION/ELEVATION WELL
 SU0097
 SU0097  HISTORY     - Date     Condition        Report By
 SU0097  HISTORY     - 1950     MONUMENTED       CGS
 SU0097  HISTORY     - 1982     GOOD             BPA
 SU0097
 SU0097                          STATION DESCRIPTION
 SU0097
 SU0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0097'20.8 MI SE FROM CAMAS.
 SU0097'20.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO RONAN FROM THE POST
 SU0097'OFFICE AT CAMAS, 1.0 MILE WEST OF BENCH MARK S 374, 0.85 MILE EAST OF
 SU0097'THE JUNCTION OF A DIRT ROAD LEADING SOUTH, IN THE TOP OF AN OUTCROP,
 SU0097'48 FEET NORTH OF THE CENTER LINE OF THE ROAD, 31.4 FEET NORTH OF A
 SU0097'WIRE FENCE, ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 SU0097'PAINTED LETTERS BM.
 SU0097
 SU0097                          STATION RECOVERY (1982)
 SU0097
 SU0097'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982
 SU0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0600 ***********************************************************************
 SU0600  DESIGNATION -  C 378
 SU0600  PID         -  SU0600
 SU0600  STATE/COUNTY-  MT/SANDERS
 SU0600  USGS QUAD   -  TROUT CREEK (1983)
 SU0600
 SU0600                         *CURRENT SURVEY CONTROL
 SU0600  ___________________________________________________________________
 SU0600* NAD 83(1986)-  47 49 53.     (N)    115 32 16.     (W)     SCALED    
 SU0600* NAVD 88     -       711.887  (meters)    2335.58   (feet)  ADJUSTED  
 SU0600  ___________________________________________________________________
 SU0600  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 SU0600  DYNAMIC HT  -         711.885 (meters)    2335.58  (feet)  COMP
 SU0600  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 SU0600
 SU0600  VERT ORDER  -  SECOND    CLASS 0
 SU0600
 SU0600.The horizontal coordinates were scaled from a topographic map and have
 SU0600.an estimated accuracy of +/- 6 seconds.
 SU0600
 SU0600.The orthometric height was determined by differential leveling
 SU0600.and adjusted by the National Geodetic Survey in June 1991..
 SU0600
 SU0600.The geoid height was determined by GEOID03.
 SU0600
 SU0600.The dynamic height is computed by dividing the NAVD 88
 SU0600.geopotential number by the normal gravity value computed on the
 SU0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0600.degrees latitude (g = 980.6199 gals.).
 SU0600
 SU0600.The modeled gravity was interpolated from observed gravity values.
 SU0600
 SU0600;                    North         East    Units  Estimated Accuracy
 SU0600;SPC MT       -   415,360.      148,640.      MT  (+/- 180 meters Scaled)
 SU0600
 SU0600                          SUPERSEDED SURVEY CONTROL
 SU0600
 SU0600  NGVD 29 (??/??/92)  710.697  (m)         2331.68   (f) ADJ UNCH    2 0
 SU0600
 SU0600.Superseded values are not recommended for survey control.
 SU0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0600.See file dsdata.txt to determine how the superseded data were derived.
 SU0600
 SU0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN094985(NAD 83)
 SU0600_MARKER: DB = BENCH MARK DISK
 SU0600_SETTING: 80 = SET IN A BOULDER
 SU0600_SP_SET: BOULDER
 SU0600_STAMPING: C 378 1952
 SU0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0600+STABILITY: SURFACE MOTION
 SU0600
 SU0600  HISTORY     - Date     Condition        Report By
 SU0600  HISTORY     - 1952     MONUMENTED       CGS
 SU0600
 SU0600                          STATION DESCRIPTION
 SU0600
 SU0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0600'4.9 MI E FROM TROUT CREEK.
 SU0600'0.4 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC
 SU0600'RAILWAY STATION AT TROUT CREEK, THENCE 0.7 MILE NORTHWEST ALONG U. S.
 SU0600'HIGHWAY 10A, THENCE 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 SU0600'0.5 MILE NORTHEAST ALONG THE VERMILLION RIVER ROAD, 0.5 MILE NORTHEAST
 SU0600'OF THE JUNCTION OF THE BLUE SLIDE ROAD, IN THE TOP OF A 4- X 7-FOOT
 SU0600'GREY BOULDER PROJECTING 4 FEET ABOVE THE GROUND, 22 1/2 FEET WEST OF
 SU0600'THE CENTER LINE OF THE ROAD, 3.5 FEET SOUTH OF THE NORTH EDGE OF THE
 SU0600'BOULDER, 1.7 FEET WEST OF THE EAST EDGE, AND ABOUT 2 FEET HIGHER THAN
 SU0600'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0397 ***********************************************************************
 SU0397  DESIGNATION -  C 379
 SU0397  PID         -  SU0397
 SU0397  STATE/COUNTY-  MT/LINCOLN
 SU0397  USGS QUAD   -  SILVER BUTTE PASS (1983)
 SU0397
 SU0397                         *CURRENT SURVEY CONTROL
 SU0397  ___________________________________________________________________
 SU0397* NAD 83(1986)-  47 59 36.     (N)    115 23 26.     (W)     SCALED    
 SU0397* NAVD 88     -       950.360  (meters)    3117.97   (feet)  ADJUSTED  
 SU0397  ___________________________________________________________________
 SU0397  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 SU0397  DYNAMIC HT  -         950.335 (meters)    3117.89  (feet)  COMP
 SU0397  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 SU0397
 SU0397  VERT ORDER  -  SECOND    CLASS 0
 SU0397
 SU0397.The horizontal coordinates were scaled from a topographic map and have
 SU0397.an estimated accuracy of +/- 6 seconds.
 SU0397
 SU0397.The orthometric height was determined by differential leveling
 SU0397.and adjusted by the National Geodetic Survey in June 1991..
 SU0397
 SU0397.The geoid height was determined by GEOID03.
 SU0397
 SU0397.The dynamic height is computed by dividing the NAVD 88
 SU0397.geopotential number by the normal gravity value computed on the
 SU0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0397.degrees latitude (g = 980.6199 gals.).
 SU0397
 SU0397.The modeled gravity was interpolated from observed gravity values.
 SU0397
 SU0397;                    North         East    Units  Estimated Accuracy
 SU0397;SPC MT       -   432,470.      160,980.      MT  (+/- 180 meters Scaled)
 SU0397
 SU0397                          SUPERSEDED SURVEY CONTROL
 SU0397
 SU0397  NGVD 29 (??/??/92)  949.163  (m)         3114.05   (f) ADJ UNCH    2 0
 SU0397
 SU0397.Superseded values are not recommended for survey control.
 SU0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0397.See file dsdata.txt to determine how the superseded data were derived.
 SU0397
 SU0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP200168(NAD 83)
 SU0397_MARKER: DB = BENCH MARK DISK
 SU0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0397_SP_SET: ABUTMENT
 SU0397_STAMPING: C 379 1952
 SU0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0397
 SU0397  HISTORY     - Date     Condition        Report By
 SU0397  HISTORY     - 1952     MONUMENTED       CGS
 SU0397
 SU0397                          STATION DESCRIPTION
 SU0397
 SU0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0397'14.9 MI SW FROM HAPPYS INN.
 SU0397'11.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 SU0397'HAPPYS INN, THENCE 3.5 MILES SOUTHWEST ALONG THE SILVER BUTTE ROAD, AT
 SU0397'THE Y JUNCTION OF THE EAST FISHER ROAD, IN THE TOP OF THE NORTHEAST
 SU0397'END OF THE NORTHWEST CONCRETE ABUTMENT OF A BRIDGE ON THE FISHER ROAD,
 SU0397'138 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 6 1/2 FEET NORTHEAST
 SU0397'OF THE CENTER LINE OF THE EAST FISHER ROAD, AND 1.0 FEET NORTHEAST OF
 SU0397'THE EAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0126 ***********************************************************************
 SQ0126  DESIGNATION -  C 38
 SQ0126  PID         -  SQ0126
 SQ0126  STATE/COUNTY-  MT/GARFIELD
 SQ0126  USGS QUAD   -  JORDAN (1964)
 SQ0126
 SQ0126                         *CURRENT SURVEY CONTROL
 SQ0126  ___________________________________________________________________
 SQ0126* NAD 83(1986)-  47 19 08.     (N)    106 54 26.     (W)     SCALED    
 SQ0126* NAVD 88     -       791.704  (meters)    2597.45   (feet)  ADJUSTED  
 SQ0126  ___________________________________________________________________
 SQ0126  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 SQ0126  DYNAMIC HT  -         791.717 (meters)    2597.49  (feet)  COMP
 SQ0126  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 SQ0126
 SQ0126  VERT ORDER  -  FIRST     CLASS II
 SQ0126
 SQ0126.The horizontal coordinates were scaled from a topographic map and have
 SQ0126.an estimated accuracy of +/- 6 seconds.
 SQ0126
 SQ0126.The orthometric height was determined by differential leveling
 SQ0126.and adjusted by the National Geodetic Survey in June 1991..
 SQ0126
 SQ0126.The geoid height was determined by GEOID03.
 SQ0126
 SQ0126.The dynamic height is computed by dividing the NAVD 88
 SQ0126.geopotential number by the normal gravity value computed on the
 SQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0126.degrees latitude (g = 980.6199 gals.).
 SQ0126
 SQ0126.The modeled gravity was interpolated from observed gravity values.
 SQ0126
 SQ0126;                    North         East    Units  Estimated Accuracy
 SQ0126;SPC MT       -   344,250.      795,870.      MT  (+/- 180 meters Scaled)
 SQ0126
 SQ0126                          SUPERSEDED SURVEY CONTROL
 SQ0126
 SQ0126  NGVD 29 (??/??/92)  791.022  (m)         2595.21   (f) ADJ UNCH    1 2
 SQ0126
 SQ0126.Superseded values are not recommended for survey control.
 SQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0126.See file dsdata.txt to determine how the superseded data were derived.
 SQ0126
 SQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN558423(NAD 83)
 SQ0126_MARKER: DB = BENCH MARK DISK
 SQ0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SQ0126_SP_SET: STEPS
 SQ0126_STAMPING: 2595.211 C 38 1931
 SQ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0126
 SQ0126  HISTORY     - Date     Condition        Report By
 SQ0126  HISTORY     - 1931     MONUMENTED       CGS
 SQ0126  HISTORY     - 1953     GOOD             NGS
 SQ0126
 SQ0126                          STATION DESCRIPTION
 SQ0126
 SQ0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SQ0126'IN JORDAN.
 SQ0126'AT JORDAN, GARFIELD COUNTY, JUST EAST OF THE BUSINESS DISTRICT ON THE
 SQ0126'MAIN STREET, AT THE NORTH ENTRANCE TO THE PUBLIC SCHOOL, AND IN THE
 SQ0126'TOP OF THE WEST END OF THE TOP STEP.  A STANDARD DISK, STAMPED
 SQ0126'2595.211 C 38 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0299 ***********************************************************************
 TN0299  DESIGNATION -  C 380
 TN0299  PID         -  TN0299
 TN0299  STATE/COUNTY-  MT/LINCOLN
 TN0299  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0299
 TN0299                         *CURRENT SURVEY CONTROL
 TN0299  ___________________________________________________________________
 TN0299* NAD 83(1986)-  48 04 14.     (N)    115 22 30.     (W)     SCALED    
 TN0299* NAVD 88     -       887.761  (meters)    2912.60   (feet)  ADJUSTED  
 TN0299  ___________________________________________________________________
 TN0299  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TN0299  DYNAMIC HT  -         887.752 (meters)    2912.57  (feet)  COMP
 TN0299  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 TN0299
 TN0299  VERT ORDER  -  SECOND    CLASS 0
 TN0299
 TN0299.The horizontal coordinates were scaled from a topographic map and have
 TN0299.an estimated accuracy of +/- 6 seconds.
 TN0299
 TN0299.The orthometric height was determined by differential leveling
 TN0299.and adjusted by the National Geodetic Survey in June 1991..
 TN0299
 TN0299.The geoid height was determined by GEOID03.
 TN0299
 TN0299.The dynamic height is computed by dividing the NAVD 88
 TN0299.geopotential number by the normal gravity value computed on the
 TN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0299.degrees latitude (g = 980.6199 gals.).
 TN0299
 TN0299.The modeled gravity was interpolated from observed gravity values.
 TN0299
 TN0299;                    North         East    Units  Estimated Accuracy
 TN0299;SPC MT       -   440,940.      162,780.      MT  (+/- 180 meters Scaled)
 TN0299
 TN0299                          SUPERSEDED SURVEY CONTROL
 TN0299
 TN0299  NGVD 29 (??/??/92)  886.589  (m)         2908.75   (f) ADJ UNCH    2 0
 TN0299
 TN0299.Superseded values are not recommended for survey control.
 TN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0299.See file dsdata.txt to determine how the superseded data were derived.
 TN0299
 TN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP210254(NAD 83)
 TN0299_MARKER: DB = BENCH MARK DISK
 TN0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0299_SP_SET: BRIDGE ABUTMENT
 TN0299_STAMPING: C 380 1952
 TN0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0299
 TN0299  HISTORY     - Date     Condition        Report By
 TN0299  HISTORY     - 1952     MONUMENTED       CGS
 TN0299
 TN0299                          STATION DESCRIPTION
 TN0299
 TN0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0299'14.7 MI W FROM HAPPYS INN.
 TN0299'14.7 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0299'HAPPYS INN, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST END
 TN0299'OF THE NORTHWEST CONCRETE ABUTMENT OF STEEL BRIDGE NO. 6-2740-24.7,
 TN0299'13.3 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 TN0299'FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0148 ***********************************************************************
 TN0148  DESIGNATION -  C 381
 TN0148  PID         -  TN0148
 TN0148  STATE/COUNTY-  MT/FLATHEAD
 TN0148  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0148
 TN0148                         *CURRENT SURVEY CONTROL
 TN0148  ___________________________________________________________________
 TN0148* NAD 83(1986)-  48 11 20.     (N)    114 23 43.     (W)     SCALED    
 TN0148* NAVD 88     -       945.772  (meters)    3102.92   (feet)  ADJUSTED  
 TN0148  ___________________________________________________________________
 TN0148  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 TN0148  DYNAMIC HT  -         945.763 (meters)    3102.89  (feet)  COMP
 TN0148  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 TN0148
 TN0148  VERT ORDER  -  SECOND    CLASS 0
 TN0148
 TN0148.The horizontal coordinates were scaled from a topographic map and have
 TN0148.an estimated accuracy of +/- 6 seconds.
 TN0148
 TN0148.The orthometric height was determined by differential leveling
 TN0148.and adjusted by the National Geodetic Survey in June 1991..
 TN0148
 TN0148.The geoid height was determined by GEOID03.
 TN0148
 TN0148.The dynamic height is computed by dividing the NAVD 88
 TN0148.geopotential number by the normal gravity value computed on the
 TN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0148.degrees latitude (g = 980.6199 gals.).
 TN0148
 TN0148.The modeled gravity was interpolated from observed gravity values.
 TN0148
 TN0148;                    North         East    Units  Estimated Accuracy
 TN0148;SPC MT       -   449,060.      236,410.      MT  (+/- 180 meters Scaled)
 TN0148
 TN0148                          SUPERSEDED SURVEY CONTROL
 TN0148
 TN0148  NGVD 29 (??/??/92)  944.635  (m)         3099.19   (f) ADJ UNCH    2 0
 TN0148
 TN0148.Superseded values are not recommended for survey control.
 TN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0148.See file dsdata.txt to determine how the superseded data were derived.
 TN0148
 TN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP935405(NAD 83)
 TN0148_MARKER: DB = BENCH MARK DISK
 TN0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0148_SP_SET: CULVERT
 TN0148_STAMPING: C 381 1952
 TN0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0148
 TN0148  HISTORY     - Date     Condition        Report By
 TN0148  HISTORY     - 1952     MONUMENTED       CGS
 TN0148
 TN0148                          STATION DESCRIPTION
 TN0148
 TN0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0148'4.1 MI W FROM KALISPELL.
 TN0148'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0148'STATION AT KALISPELL, THENCE 3.9 MILES WEST ALONG U. S. HIGHWAY 2, AT
 TN0148'A 5 POINT INTERSECTION, IN THE TOP OF THE EAST END OF THE SOUTH
 TN0148'CONCRETE HEADWALL OF A CONCRETE BOX CULVERT OVER AN IRRIGATION DITCH,
 TN0148'38 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 29 FEET SOUTHEAST
 TN0148'OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT WEST OF THE EAST END OF
 TN0148'THE HEADWALL, 0.6 FOOT NORTH OF THE SOUTH EDGE, AND ABOUT 5 FEET LOWER
 TN0148'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0183 ***********************************************************************
 TN0183  DESIGNATION -  C 382
 TN0183  PID         -  TN0183
 TN0183  STATE/COUNTY-  MT/FLATHEAD
 TN0183  USGS QUAD   -  MEADOW PEAK (1983)
 TN0183
 TN0183                         *CURRENT SURVEY CONTROL
 TN0183  ___________________________________________________________________
 TN0183* NAD 83(1986)-  48 02 07.     (N)    114 54 09.     (W)     SCALED    
 TN0183* NAVD 88     -      1190.422  (meters)    3905.58   (feet)  ADJUSTED  
 TN0183  ___________________________________________________________________
 TN0183  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0183  DYNAMIC HT  -        1190.367 (meters)    3905.40  (feet)  COMP
 TN0183  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 TN0183
 TN0183  VERT ORDER  -  SECOND    CLASS 0
 TN0183
 TN0183.The horizontal coordinates were scaled from a topographic map and have
 TN0183.an estimated accuracy of +/- 6 seconds.
 TN0183
 TN0183.The orthometric height was determined by differential leveling
 TN0183.and adjusted by the National Geodetic Survey in June 1991..
 TN0183
 TN0183.The geoid height was determined by GEOID03.
 TN0183
 TN0183.The dynamic height is computed by dividing the NAVD 88
 TN0183.geopotential number by the normal gravity value computed on the
 TN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0183.degrees latitude (g = 980.6199 gals.).
 TN0183
 TN0183.The modeled gravity was interpolated from observed gravity values.
 TN0183
 TN0183;                    North         East    Units  Estimated Accuracy
 TN0183;SPC MT       -   434,500.      197,610.      MT  (+/- 180 meters Scaled)
 TN0183
 TN0183                          SUPERSEDED SURVEY CONTROL
 TN0183
 TN0183  NGVD 29 (??/??/92) 1189.229  (m)         3901.66   (f) ADJ UNCH    2 0
 TN0183
 TN0183.Superseded values are not recommended for survey control.
 TN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0183.See file dsdata.txt to determine how the superseded data were derived.
 TN0183
 TN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP563223(NAD 83)
 TN0183_MARKER: DB = BENCH MARK DISK
 TN0183_SETTING: 80 = SET IN A BOULDER
 TN0183_SP_SET: BOULDER
 TN0183_STAMPING: C 382 1952
 TN0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0183+STABILITY: SURFACE MOTION
 TN0183
 TN0183  HISTORY     - Date     Condition        Report By
 TN0183  HISTORY     - 1952     MONUMENTED       CGS
 TN0183
 TN0183                          STATION DESCRIPTION
 TN0183
 TN0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0183'13.2 MI SE FROM HAPPYS INN.
 TN0183'13.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0183'HAPPYS INN, 15.5 MILES SOUTHWEST OF MARION, IN THE TOP OF A LARGE GREY
 TN0183'BOULDER PROJECTING 18-INCHES ABOVE THE GROUND, 1.7 FEET NORTHEAST OF
 TN0183'THE SOUTHWEST EDGE, 1.2 FEET SOUTHEAST OF THE NORTHWEST EDGE, 70 FEET
 TN0183'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET WEST OF A
 TN0183'TELEPHONE POLE, 37 FEET NORTHEAST OF THE NORTHEAST END OF A CUT, AND
 TN0183'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0297 ***********************************************************************
 SU0297  DESIGNATION -  C 383
 SU0297  PID         -  SU0297
 SU0297  STATE/COUNTY-  MT/SANDERS
 SU0297  USGS QUAD   -  MILL POCKET CREEK (1964)
 SU0297
 SU0297                         *CURRENT SURVEY CONTROL
 SU0297  ___________________________________________________________________
 SU0297* NAD 83(1986)-  47 51 45.     (N)    114 38 20.     (W)     SCALED    
 SU0297* NAVD 88     -       988.733  (meters)    3243.87   (feet)  ADJUSTED  
 SU0297  ___________________________________________________________________
 SU0297  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 SU0297  DYNAMIC HT  -         988.691 (meters)    3243.73  (feet)  COMP
 SU0297  MODELED GRAV-     980,536.7   (mgal)                       NAVD 88
 SU0297
 SU0297  VERT ORDER  -  SECOND    CLASS 0
 SU0297
 SU0297.The horizontal coordinates were scaled from a topographic map and have
 SU0297.an estimated accuracy of +/- 6 seconds.
 SU0297
 SU0297.The orthometric height was determined by differential leveling
 SU0297.and adjusted by the National Geodetic Survey in June 1991..
 SU0297
 SU0297.The geoid height was determined by GEOID03.
 SU0297
 SU0297.The dynamic height is computed by dividing the NAVD 88
 SU0297.geopotential number by the normal gravity value computed on the
 SU0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0297.degrees latitude (g = 980.6199 gals.).
 SU0297
 SU0297.The modeled gravity was interpolated from observed gravity values.
 SU0297
 SU0297;                    North         East    Units  Estimated Accuracy
 SU0297;SPC MT       -   414,020.      215,960.      MT  (+/- 180 meters Scaled)
 SU0297
 SU0297                          SUPERSEDED SURVEY CONTROL
 SU0297
 SU0297  NGVD 29 (??/??/92)  987.600  (m)         3240.15   (f) ADJ UNCH    2 0
 SU0297
 SU0297.Superseded values are not recommended for survey control.
 SU0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0297.See file dsdata.txt to determine how the superseded data were derived.
 SU0297
 SU0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP765037(NAD 83)
 SU0297_MARKER: DB = BENCH MARK DISK
 SU0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0297_STAMPING: C 383 1952
 SU0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0297+STABILITY: SURFACE MOTION
 SU0297
 SU0297  HISTORY     - Date     Condition        Report By
 SU0297  HISTORY     - 1952     MONUMENTED       CGS
 SU0297
 SU0297                          STATION DESCRIPTION
 SU0297
 SU0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0297'5.2 MI NW FROM NIARADA.
 SU0297'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0297'THENCE 5.1 MILES NORTHWEST ALONG A COUNTY ROAD, ABOUT 0.1 MILE
 SU0297'SOUTHEAST OF A GROUP OF FARM BUILDINGS, 24 FEET SOUTHWEST OF THE
 SU0297'CENTER LINE OF THE ROAD, 17.8 FEET SOUTHWEST OF THE SOUTH END OF A
 SU0297'24-INCH CORRUGATED METAL PIPE CULVERT, 13 1/2 FEET SOUTHEAST OF THE
 SU0297'CENTER OF A WIRE GATE, 1.8 FEET NORTHEAST OF THE FENCE, 1.8 FEET SOUTH
 SU0297'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 SU0297'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0719 ***********************************************************************
 SS0719  DESIGNATION -  C 388
 SS0719  PID         -  SS0719
 SS0719  STATE/COUNTY-  MT/CASCADE
 SS0719  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0719
 SS0719                         *CURRENT SURVEY CONTROL
 SS0719  ___________________________________________________________________
 SS0719* NAD 83(1986)-  47 29 10.     (N)    111 21 06.     (W)     SCALED    
 SS0719* NAVD 88     -      1116.976  (meters)    3664.61   (feet)  ADJUSTED  
 SS0719  ___________________________________________________________________
 SS0719  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 SS0719  DYNAMIC HT  -        1116.892 (meters)    3664.34  (feet)  COMP
 SS0719  MODELED GRAV-     980,498.1   (mgal)                       NAVD 88
 SS0719
 SS0719  VERT ORDER  -  FIRST     CLASS II
 SS0719
 SS0719.This mark is at Great Falls Intl Airport (GTF)
 SS0719
 SS0719.The horizontal coordinates were scaled from a topographic map and have
 SS0719.an estimated accuracy of +/- 6 seconds.
 SS0719
 SS0719.The orthometric height was determined by differential leveling
 SS0719.and adjusted by the National Geodetic Survey in June 1991..
 SS0719
 SS0719.The geoid height was determined by GEOID03.
 SS0719
 SS0719.The dynamic height is computed by dividing the NAVD 88
 SS0719.geopotential number by the normal gravity value computed on the
 SS0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0719.degrees latitude (g = 980.6199 gals.).
 SS0719
 SS0719.The modeled gravity was interpolated from observed gravity values.
 SS0719
 SS0719;                    North         East    Units  Estimated Accuracy
 SS0719;SPC MT       -   361,240.      460,550.      MT  (+/- 180 meters Scaled)
 SS0719
 SS0719                          SUPERSEDED SURVEY CONTROL
 SS0719
 SS0719  NGVD 29 (??/??/92) 1116.056  (m)         3661.59   (f) ADJ UNCH    1 2
 SS0719
 SS0719.Superseded values are not recommended for survey control.
 SS0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0719.See file dsdata.txt to determine how the superseded data were derived.
 SS0719
 SS0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT735592(NAD 83)
 SS0719_MARKER: DB = BENCH MARK DISK
 SS0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0719_SP_SET: CONCRETE BASE
 SS0719_STAMPING: C 388 1956
 SS0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0719
 SS0719  HISTORY     - Date     Condition        Report By
 SS0719  HISTORY     - 1956     MONUMENTED       CGS
 SS0719  HISTORY     - 1961     GOOD             NGS
 SS0719  HISTORY     - 1966     GOOD             NGS
 SS0719  HISTORY     - 1977     GOOD             NGS
 SS0719  HISTORY     - 1979     GOOD             NGS
 SS0719
 SS0719                          STATION DESCRIPTION
 SS0719
 SS0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0719'IN GREAT FALLS.
 SS0719'AT GREAT FALLS MUNICIPAL AIRPORT, ABOUT 1000 FEET EAST OF
 SS0719'TRIANGULATION STATION GORE FIELD AND THE CONTROL TOWER, AT THE
 SS0719'SEVERSON HANGAR, IN THE TOP OF THE NORTH END OF A CONCRETE BASE FOR
 SS0719'THE STEEL TRACKS OF THE SLIDING DOORS, 21 FEET SOUTH OF THE NORTHWEST
 SS0719'CORNER OF THE HANGAR, AND ABOUT LEVEL WITH THE HANGAR FLOOR.
 SS0719
 SS0719                          STATION RECOVERY (1966)
 SS0719
 SS0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SS0719'RECOVERED IN GOOD CONDITION.
 SS0719
 SS0719                          STATION RECOVERY (1977)
 SS0719
 SS0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SS0719'RECOVERED IN GOOD CONDITION.
 SS0719
 SS0719                          STATION RECOVERY (1979)
 SS0719
 SS0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0719'0.8 MILE SOUTH ALONG INTERSTATE HIGHWAY 15 FROM EXIT 278 OVERPASS IN
 SS0719'GREAT FALLS, THENCE 0.1 MILE SOUTHWEST TO AIRPORT ROAD EXIT 277, AND
 SS0719'THENCE 1.4 MILES NORTHEAST TO THE OLD ADMINSTRATION BUILDING, SET IN
 SS0719'THE NORTHWEST CORNER OF A SLIDING DOOR FOUNDATION OF HOLMAN AVIATION
 SS0719'COMPANY HANGAR, 15.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE HANGAR,
 SS0719'AND 0.5 FOOT EAST OF THE SLIDING DOORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0394 ***********************************************************************
 SQ0394  DESIGNATION -  C 39
 SQ0394  PID         -  SQ0394
 SQ0394  STATE/COUNTY-  MT/PHILLIPS
 SQ0394  USGS QUAD   -  STRATTON RESERVOIR (1987)
 SQ0394
 SQ0394                         *CURRENT SURVEY CONTROL
 SQ0394  ___________________________________________________________________
 SQ0394* NAD 83(1986)-  47 51 53.     (N)    107 50 09.     (W)     SCALED    
 SQ0394* NAVD 88     -       792.556  (meters)    2600.24   (feet)  ADJUSTED  
 SQ0394  ___________________________________________________________________
 SQ0394  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SQ0394  DYNAMIC HT  -         792.600 (meters)    2600.39  (feet)  COMP
 SQ0394  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 SQ0394
 SQ0394  VERT ORDER  -  FIRST     CLASS II
 SQ0394
 SQ0394.The horizontal coordinates were scaled from a topographic map and have
 SQ0394.an estimated accuracy of +/- 6 seconds.
 SQ0394
 SQ0394.The orthometric height was determined by differential leveling
 SQ0394.and adjusted by the National Geodetic Survey in June 1991..
 SQ0394
 SQ0394.The geoid height was determined by GEOID03.
 SQ0394
 SQ0394.The dynamic height is computed by dividing the NAVD 88
 SQ0394.geopotential number by the normal gravity value computed on the
 SQ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0394.degrees latitude (g = 980.6199 gals.).
 SQ0394
 SQ0394.The modeled gravity was interpolated from observed gravity values.
 SQ0394
 SQ0394;                    North         East    Units  Estimated Accuracy
 SQ0394;SPC MT       -   402,980.      724,440.      MT  (+/- 180 meters Scaled)
 SQ0394
 SQ0394                          SUPERSEDED SURVEY CONTROL
 SQ0394
 SQ0394  NGVD 29 (??/??/92)  791.815  (m)         2597.81   (f) ADJ UNCH    1 2
 SQ0394
 SQ0394.Superseded values are not recommended for survey control.
 SQ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0394.See file dsdata.txt to determine how the superseded data were derived.
 SQ0394
 SQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP879051(NAD 83)
 SQ0394_MARKER: DB = BENCH MARK DISK
 SQ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0394_STAMPING: C 39 1931
 SQ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0394+STABILITY: SURFACE MOTION
 SQ0394
 SQ0394  HISTORY     - Date     Condition        Report By
 SQ0394  HISTORY     - 1931     MONUMENTED       CGS
 SQ0394  HISTORY     - 1965     GOOD             USGS
 SQ0394
 SQ0394                          STATION DESCRIPTION
 SQ0394
 SQ0394'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0394'4.8 MI NW FROM SUN PRAIRIE.
 SQ0394'SUN PRAIRIE CEMETERY.  0.1 MILES NORTH AND 4.9 MILES NORTHWEST ALONG
 SQ0394'GRADED COUNTY ROAD.  1.1 MILES SOUTHEAST ALONG GRADED COUNTY ROAD FROM
 SQ0394'THE FIRST CREEK COMMUNITY CENTER.  35 FT SOUTH OF CENTER LINE OF ROAD,
 SQ0394'ABOUT 200 FT NORTHEAST OF THE NORTH END OF A SMALL RESERVOIR. A
 SQ0394'STANDARD DISK SET IN TOP OF A CONCRETE POST AND PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0226 ***********************************************************************
 QV0226  DESIGNATION -  C 393
 QV0226  PID         -  QV0226
 QV0226  STATE/COUNTY-  MT/YELLOWSTONE
 QV0226  USGS QUAD   -  POMPEYS PILLAR (1980)
 QV0226
 QV0226                         *CURRENT SURVEY CONTROL
 QV0226  ___________________________________________________________________
 QV0226* NAD 83(1986)-  45 59 26.     (N)    107 58 29.     (W)     SCALED    
 QV0226* NAVD 88     -       875.144  (meters)    2871.20   (feet)  ADJUSTED  
 QV0226  ___________________________________________________________________
 QV0226  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 QV0226  DYNAMIC HT  -         874.994 (meters)    2870.71  (feet)  COMP
 QV0226  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 QV0226
 QV0226  VERT ORDER  -  FIRST     CLASS II
 QV0226
 QV0226.The horizontal coordinates were scaled from a topographic map and have
 QV0226.an estimated accuracy of +/- 6 seconds.
 QV0226
 QV0226.The orthometric height was determined by differential leveling
 QV0226.and adjusted by the National Geodetic Survey in June 1991..
 QV0226
 QV0226.The geoid height was determined by GEOID03.
 QV0226
 QV0226.The dynamic height is computed by dividing the NAVD 88
 QV0226.geopotential number by the normal gravity value computed on the
 QV0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0226.degrees latitude (g = 980.6199 gals.).
 QV0226
 QV0226.The modeled gravity was interpolated from observed gravity values.
 QV0226
 QV0226;                    North         East    Units  Estimated Accuracy
 QV0226;SPC MT       -   194,580.      718,110.      MT  (+/- 180 meters Scaled)
 QV0226
 QV0226                          SUPERSEDED SURVEY CONTROL
 QV0226
 QV0226  NGVD 29 (??/??/92)  874.442  (m)         2868.90   (f) ADJ UNCH    1 2
 QV0226
 QV0226.Superseded values are not recommended for survey control.
 QV0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0226.See file dsdata.txt to determine how the superseded data were derived.
 QV0226
 QV0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL696973(NAD 83)
 QV0226_MARKER: DB = BENCH MARK DISK
 QV0226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0226_SP_SET: 44 FEET
 QV0226_STAMPING: C 393 1958
 QV0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0226
 QV0226  HISTORY     - Date     Condition        Report By
 QV0226  HISTORY     - 1958     MONUMENTED       CGS
 QV0226  HISTORY     - 1967     MARK NOT FOUND   USGS
 QV0226  HISTORY     - 1981     MARK NOT FOUND   NGS
 QV0226
 QV0226                          STATION DESCRIPTION
 QV0226
 QV0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QV0226'1.05 MI SW FROM POMPEYS PILLAR.
 QV0226'ABOUT 1.05 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 QV0226'THE STATION AT POMPEYS PILLAR, IN SECTION 22, T 3 N, R 30 E, 10 1/2
 QV0226'POLES SOUTHWEST OF MILEPOST 195, 90 FEET EAST OF THE CENTER LINE OF A
 QV0226'ROAD CROSSING, 95 FEET NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAYS
 QV0226'10 AND 12, 76 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 48 1/2
 QV0226'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 57 FEET
 QV0226'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH THE TELEPHONE POLES, 2 1/2
 QV0226'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL
 QV0226'OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 QV0226'DRIVEN TO A DEPTH OF 44 FEET AND IS ENCASED IN A 6-INCH TILE
 QV0226'PROJECTING 6 INCHES.
 QV0226
 QV0226                          STATION RECOVERY (1967)
 QV0226
 QV0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QV0226'MARK NOT FOUND.
 QV0226
 QV0226                          STATION RECOVERY (1981)
 QV0226
 QV0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QV0226'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0365 ***********************************************************************
 RU0365  DESIGNATION -  C 394
 RU0365  PID         -  RU0365
 RU0365  STATE/COUNTY-  MT/YELLOWSTONE
 RU0365  USGS QUAD   -  CUSTER (1980)
 RU0365
 RU0365                         *CURRENT SURVEY CONTROL
 RU0365  ___________________________________________________________________
 RU0365* NAD 83(1986)-  46 08 50.     (N)    107 30 47.     (W)     SCALED    
 RU0365* NAVD 88     -       836.969  (meters)    2745.96   (feet)  ADJUSTED  
 RU0365  ___________________________________________________________________
 RU0365  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 RU0365  DYNAMIC HT  -         836.854 (meters)    2745.58  (feet)  COMP
 RU0365  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 RU0365
 RU0365  VERT ORDER  -  FIRST     CLASS II
 RU0365
 RU0365.The horizontal coordinates were scaled from a topographic map and have
 RU0365.an estimated accuracy of +/- 6 seconds.
 RU0365
 RU0365.The orthometric height was determined by differential leveling
 RU0365.and adjusted by the National Geodetic Survey in June 1991..
 RU0365
 RU0365.The geoid height was determined by GEOID03.
 RU0365
 RU0365.The dynamic height is computed by dividing the NAVD 88
 RU0365.geopotential number by the normal gravity value computed on the
 RU0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0365.degrees latitude (g = 980.6199 gals.).
 RU0365
 RU0365.The modeled gravity was interpolated from observed gravity values.
 RU0365
 RU0365;                    North         East    Units  Estimated Accuracy
 RU0365;SPC MT       -   212,780.      753,410.      MT  (+/- 180 meters Scaled)
 RU0365
 RU0365                          SUPERSEDED SURVEY CONTROL
 RU0365
 RU0365  NGVD 29 (??/??/92)  836.311  (m)         2743.80   (f) ADJ UNCH    1 2
 RU0365
 RU0365.Superseded values are not recommended for survey control.
 RU0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0365.See file dsdata.txt to determine how the superseded data were derived.
 RU0365
 RU0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM059134(NAD 83)
 RU0365_MARKER: DB = BENCH MARK DISK
 RU0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0365_STAMPING: C 394 1958
 RU0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0365+STABILITY: SURFACE MOTION
 RU0365
 RU0365  HISTORY     - Date     Condition        Report By
 RU0365  HISTORY     - 1958     MONUMENTED       CGS
 RU0365  HISTORY     - 1960     GOOD             NGS
 RU0365
 RU0365                          STATION DESCRIPTION
 RU0365
 RU0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0365'2.5 MI NE FROM CUSTER.
 RU0365'ABOUT 2.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0365'STATION AT CUSTER, IN THE NORTHEAST 1/4 OF SECTION 31, T 5 N, R 34 E,
 RU0365'11 FEET NORTHEAST OF THE 6TH POLE NORTHEAST OF MILEPOST 170, 112 FEET
 RU0365'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, 162 FEET SOUTH OF THE
 RU0365'CENTER LINE OF A PRIVATE ROAD CROSSING, IN LINE WITH THE TELEPHONE
 RU0365'POLES, 7 FEET NORTHWEST OF A FENCE, 1 1/2 FEET SOUTHWEST OF A METAL
 RU0365'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 RU0365'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0067 ***********************************************************************
 QW0067  DESIGNATION -  C 395
 QW0067  PID         -  QW0067
 QW0067  STATE/COUNTY-  MT/YELLOWSTONE
 QW0067  USGS QUAD   -  NIBBE (1980)
 QW0067
 QW0067                         *CURRENT SURVEY CONTROL
 QW0067  ___________________________________________________________________
 QW0067* NAD 83(1986)-  45 58 50.     (N)    108 03 10.     (W)     SCALED    
 QW0067* NAVD 88     -       884.249  (meters)    2901.07   (feet)  POSTED    
 QW0067  ___________________________________________________________________
 QW0067  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 QW0067  DYNAMIC HT  -         884.090 (meters)    2900.55  (feet)  COMP
 QW0067  MODELED GRAV-     980,411.9   (mgal)                       NAVD 88
 QW0067
 QW0067  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QW0067
 QW0067.The horizontal coordinates were scaled from a topographic map and have
 QW0067.an estimated accuracy of +/- 6 seconds.
 QW0067
 QW0067.The orthometric height was determined by differential leveling
 QW0067.and adjusted by the National Geodetic Survey in 1992..
 QW0067.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QW0067.rate of 4.1 thru 8.0 mm/km.
 QW0067
 QW0067.The geoid height was determined by GEOID03.
 QW0067
 QW0067.The dynamic height is computed by dividing the NAVD 88
 QW0067.geopotential number by the normal gravity value computed on the
 QW0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0067.degrees latitude (g = 980.6199 gals.).
 QW0067
 QW0067.The modeled gravity was interpolated from observed gravity values.
 QW0067
 QW0067;                    North         East    Units  Estimated Accuracy
 QW0067;SPC MT       -   193,350.      712,090.      MT  (+/- 180 meters Scaled)
 QW0067
 QW0067                          SUPERSEDED SURVEY CONTROL
 QW0067
 QW0067  NGVD 29 (??/??/92)  883.529  (m)         2898.71   (f) ADJ UNCH    1 2
 QW0067
 QW0067.Superseded values are not recommended for survey control.
 QW0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0067.See file dsdata.txt to determine how the superseded data were derived.
 QW0067
 QW0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR282961(NAD 83)
 QW0067_MARKER: DB = BENCH MARK DISK
 QW0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0067_STAMPING: C 395 1958
 QW0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0067+STABILITY: SURFACE MOTION
 QW0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0067+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 QW0067
 QW0067  HISTORY     - Date     Condition        Report By
 QW0067  HISTORY     - 1958     MONUMENTED       CGS
 QW0067  HISTORY     - 1960     GOOD             NGS
 QW0067  HISTORY     - 1981     MARK NOT FOUND   NGS
 QW0067  HISTORY     - 20030421 GOOD             INDIV
 QW0067
 QW0067                          STATION DESCRIPTION
 QW0067
 QW0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0067'4.9 MI SW FROM POMPEYS PILLAR.
 QW0067'ABOUT 4.9 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0067'STATION AT POMPEYS PILLAR, IN SECTION 25, T 3 N, R 29 E, 6 1/2 POLES
 QW0067'SOUTHWEST OF MILEPOST 199, ABOUT 0.2 MILE SOUTHWEST OF A ROAD
 QW0067'INTERSECTION, 268 FEET NORTHWEST OF THE NORTHWEST RAIL, 140 FEET
 QW0067'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 10 AND 12, 2 FEET
 QW0067'SOUTHEAST OF A FENCE, 2 FEET WEST OF A METAL WITNESS POST, ABOUT 5
 QW0067'FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 QW0067'PROJECTING 5 INCHES.
 QW0067
 QW0067                          STATION RECOVERY (1981)
 QW0067
 QW0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0067'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 QW0067
 QW0067                          STATION RECOVERY (2003)
 QW0067
 QW0067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SFB)
 QW0067'THIS BENCHMARK WAS FOUND AND MEASURED BY ME, IT IS IN GOOD SHAPE.
 QW0067'HERE IS THE LAT AND LON TO WITHIN A FOOT OF THE C 395 BM,
 QW0067'USGS QUAD NIBBE, YELLOWSTONE COUNTY, MONTANA.
 QW0067' 
 QW0067'45 DEGREES 58 MINUTES 50.70 SECONDS NORTH
 QW0067'108 DEGREES 03 MINUTES 10.74 SECONDS WEST
 QW0067' 
 QW0067' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0404 ***********************************************************************
 QX0404  DESIGNATION -  C 4
 QX0404  PID         -  QX0404
 QX0404  STATE/COUNTY-  MT/GALLATIN
 QX0404  USGS QUAD   -  WILLOW CREEK (1987)
 QX0404
 QX0404                         *CURRENT SURVEY CONTROL
 QX0404  ___________________________________________________________________
 QX0404* NAD 83(1986)-  45 49 42.     (N)    111 38 45.     (W)     SCALED    
 QX0404* NAVD 88     -      1266.745  (meters)    4155.98   (feet)  ADJUSTED  
 QX0404  ___________________________________________________________________
 QX0404  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 QX0404  DYNAMIC HT  -        1266.387 (meters)    4154.80  (feet)  COMP
 QX0404  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 QX0404
 QX0404  VERT ORDER  -  FIRST     CLASS II
 QX0404
 QX0404.The horizontal coordinates were scaled from a topographic map and have
 QX0404.an estimated accuracy of +/- 6 seconds.
 QX0404
 QX0404.The orthometric height was determined by differential leveling
 QX0404.and adjusted by the National Geodetic Survey in June 1991..
 QX0404
 QX0404.The geoid height was determined by GEOID03.
 QX0404
 QX0404.The dynamic height is computed by dividing the NAVD 88
 QX0404.geopotential number by the normal gravity value computed on the
 QX0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0404.degrees latitude (g = 980.6199 gals.).
 QX0404
 QX0404.The modeled gravity was interpolated from observed gravity values.
 QX0404
 QX0404;                    North         East    Units  Estimated Accuracy
 QX0404;SPC MT       -   177,690.      433,350.      MT  (+/- 180 meters Scaled)
 QX0404
 QX0404                          SUPERSEDED SURVEY CONTROL
 QX0404
 QX0404  NGVD 29 (08/20/92) 1265.702  (m)         4152.56   (f) ADJUSTED    1 2
 QX0404
 QX0404.Superseded values are not recommended for survey control.
 QX0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0404.See file dsdata.txt to determine how the superseded data were derived.
 QX0404
 QX0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR498751(NAD 83)
 QX0404_MARKER: Q = CHISELED SQUARE
 QX0404_SETTING: 0 = UNSPECIFIED SETTING
 QX0404_SP_SET: GRANITE POST
 QX0404_MARK LOGO: CGS   
 QX0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0404+STABILITY: SURFACE MOTION
 QX0404
 QX0404  HISTORY     - Date     Condition        Report By
 QX0404  HISTORY     - UNK      MONUMENTED       CGS
 QX0404  HISTORY     - 1958     GOOD             NGS
 QX0404  HISTORY     - 1984     GOOD             USGS
 QX0404  HISTORY     - 1987     GOOD             NGS
 QX0404
 QX0404                          STATION DESCRIPTION
 QX0404
 QX0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0404'IN WILLOW CREEK.
 QX0404'AT WILLOW CREEK, ALONG THE NORTHERN PACIFIC RAILWAY, IN SECTION 19, T
 QX0404'1 N, R 1 E, 329 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION, 82
 QX0404'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 5 1/2 FEET
 QX0404'SOUTHEAST OF THE SOUTHEAST RIGHT OF WAY FENCE, 1 1/2 FEET SOUTHWEST OF
 QX0404'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE
 QX0404'TOP OF A STONE POST PROJECTING 6 INCHES.
 QX0404
 QX0404                          STATION RECOVERY (1984)
 QX0404
 QX0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0404'RECOVERED IN GOOD CONDITION.
 QX0404
 QX0404                          STATION RECOVERY (1987)
 QX0404
 QX0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0294 ***********************************************************************
 SS0294  DESIGNATION -  C 4 U
 SS0294  PID         -  SS0294
 SS0294  STATE/COUNTY-  MT/JUDITH BASIN
 SS0294  USGS QUAD   -  BENCHLAND (1978)
 SS0294
 SS0294                         *CURRENT SURVEY CONTROL
 SS0294  ___________________________________________________________________
 SS0294* NAD 83(1986)-  47 07 26.     (N)    110 00 05.     (W)     SCALED    
 SS0294* NAVD 88     -      1278.372  (meters)    4194.13   (feet)  ADJUSTED  
 SS0294  ___________________________________________________________________
 SS0294  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SS0294  DYNAMIC HT  -        1278.198 (meters)    4193.55  (feet)  COMP
 SS0294  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 SS0294
 SS0294  VERT ORDER  -  SECOND    CLASS 0
 SS0294
 SS0294.The horizontal coordinates were scaled from a topographic map and have
 SS0294.an estimated accuracy of +/- 6 seconds.
 SS0294
 SS0294.The orthometric height was determined by differential leveling
 SS0294.and adjusted by the National Geodetic Survey in June 1991..
 SS0294
 SS0294.The geoid height was determined by GEOID03.
 SS0294
 SS0294.The dynamic height is computed by dividing the NAVD 88
 SS0294.geopotential number by the normal gravity value computed on the
 SS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0294.degrees latitude (g = 980.6199 gals.).
 SS0294
 SS0294.The modeled gravity was interpolated from observed gravity values.
 SS0294
 SS0294;                    North         East    Units  Estimated Accuracy
 SS0294;SPC MT       -   319,460.      561,980.      MT  (+/- 180 meters Scaled)
 SS0294
 SS0294                          SUPERSEDED SURVEY CONTROL
 SS0294
 SS0294  NGVD 29 (??/??/92) 1277.454  (m)         4191.11   (f) ADJ UNCH    2 0
 SS0294
 SS0294.Superseded values are not recommended for survey control.
 SS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0294.See file dsdata.txt to determine how the superseded data were derived.
 SS0294
 SS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT757194(NAD 83)
 SS0294_MARKER: DS = TRIANGULATION STATION DISK
 SS0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0294_STAMPING: C 4 U 1961
 SS0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0294+STABILITY: SURFACE MOTION
 SS0294
 SS0294  HISTORY     - Date     Condition        Report By
 SS0294  HISTORY     - 1961     MONUMENTED       CGS
 SS0294
 SS0294                          STATION DESCRIPTION
 SS0294
 SS0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0294'4.25 MI N FROM BENCHLAND.
 SS0294'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0294'AT BENCHLAND, THENCE 3.45 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SS0294'0.4 MILE EAST ALONG A FENCE AND TRACK ROAD, IN SECTION 30, T 16 N, R
 SS0294'14 E, 200 FEET WEST OF A T-FENCE CORNER, 31.5 FEET WEST OF C 4 U R.M.
 SS0294'1, 23.0 FEET EAST OF C 4 U R.M. 2, 5.0 FEET SOUTHEAST OF A WITNESS
 SS0294'POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SS0294'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0295 ***********************************************************************
 SS0295  DESIGNATION -  C 4 U RM 1
 SS0295  PID         -  SS0295
 SS0295  STATE/COUNTY-  MT/JUDITH BASIN
 SS0295  USGS QUAD   -  BENCHLAND (1978)
 SS0295
 SS0295                         *CURRENT SURVEY CONTROL
 SS0295  ___________________________________________________________________
 SS0295* NAD 83(1986)-  47 07 25.     (N)    110 00 06.     (W)     SCALED    
 SS0295* NAVD 88     -      1278.622  (meters)    4194.95   (feet)  ADJUSTED  
 SS0295  ___________________________________________________________________
 SS0295  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SS0295  DYNAMIC HT  -        1278.448 (meters)    4194.37  (feet)  COMP
 SS0295  MODELED GRAV-     980,432.0   (mgal)                       NAVD 88
 SS0295
 SS0295  VERT ORDER  -  SECOND    CLASS 0
 SS0295
 SS0295.The horizontal coordinates were scaled from a topographic map and have
 SS0295.an estimated accuracy of +/- 6 seconds.
 SS0295
 SS0295.The orthometric height was determined by differential leveling
 SS0295.and adjusted by the National Geodetic Survey in June 1991..
 SS0295
 SS0295.The geoid height was determined by GEOID03.
 SS0295
 SS0295.The dynamic height is computed by dividing the NAVD 88
 SS0295.geopotential number by the normal gravity value computed on the
 SS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0295.degrees latitude (g = 980.6199 gals.).
 SS0295
 SS0295.The modeled gravity was interpolated from observed gravity values.
 SS0295
 SS0295;                    North         East    Units  Estimated Accuracy
 SS0295;SPC MT       -   319,430.      561,960.      MT  (+/- 180 meters Scaled)
 SS0295
 SS0295                          SUPERSEDED SURVEY CONTROL
 SS0295
 SS0295  NGVD 29 (??/??/92) 1277.704  (m)         4191.93   (f) ADJ UNCH    2 0
 SS0295
 SS0295.Superseded values are not recommended for survey control.
 SS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0295.See file dsdata.txt to determine how the superseded data were derived.
 SS0295
 SS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT757193(NAD 83)
 SS0295_MARKER: DR = REFERENCE MARK DISK
 SS0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0295_STAMPING: C 3 X NO 1 1961
 SS0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0295+STABILITY: SURFACE MOTION
 SS0295
 SS0295  HISTORY     - Date     Condition        Report By
 SS0295  HISTORY     - 1961     MONUMENTED       CGS
 SS0295
 SS0295                          STATION DESCRIPTION
 SS0295
 SS0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0295'4.25 MI N FROM BENCHLAND.
 SS0295'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0295'AT BENCHLAND, THENCE 3.45 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SS0295'0.4 MILE EAST ALONG A FENCE AND TRACK ROAD, IN SECTION 30, T 16 N, R
 SS0295'14 E, 31.5 FEET EAST OF C 4 U 1961, 3 FEET SOUTH OF A FENCE, AND SET
 SS0295'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0293 ***********************************************************************
 SS0293  DESIGNATION -  C 4 U RM 2
 SS0293  PID         -  SS0293
 SS0293  STATE/COUNTY-  MT/JUDITH BASIN
 SS0293  USGS QUAD   -  BENCHLAND (1978)
 SS0293
 SS0293                         *CURRENT SURVEY CONTROL
 SS0293  ___________________________________________________________________
 SS0293* NAD 83(1986)-  47 07 25.     (N)    110 00 04.     (W)     SCALED    
 SS0293* NAVD 88     -      1277.974  (meters)    4192.82   (feet)  ADJUSTED  
 SS0293  ___________________________________________________________________
 SS0293  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SS0293  DYNAMIC HT  -        1277.799 (meters)    4192.25  (feet)  COMP
 SS0293  MODELED GRAV-     980,432.0   (mgal)                       NAVD 88
 SS0293
 SS0293  VERT ORDER  -  SECOND    CLASS 0
 SS0293
 SS0293.The horizontal coordinates were scaled from a topographic map and have
 SS0293.an estimated accuracy of +/- 6 seconds.
 SS0293
 SS0293.The orthometric height was determined by differential leveling
 SS0293.and adjusted by the National Geodetic Survey in June 1991..
 SS0293
 SS0293.The geoid height was determined by GEOID03.
 SS0293
 SS0293.The dynamic height is computed by dividing the NAVD 88
 SS0293.geopotential number by the normal gravity value computed on the
 SS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0293.degrees latitude (g = 980.6199 gals.).
 SS0293
 SS0293.The modeled gravity was interpolated from observed gravity values.
 SS0293
 SS0293;                    North         East    Units  Estimated Accuracy
 SS0293;SPC MT       -   319,430.      562,000.      MT  (+/- 180 meters Scaled)
 SS0293
 SS0293                          SUPERSEDED SURVEY CONTROL
 SS0293
 SS0293  NGVD 29 (??/??/92) 1277.055  (m)         4189.80   (f) ADJ UNCH    2 0
 SS0293
 SS0293.Superseded values are not recommended for survey control.
 SS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0293.See file dsdata.txt to determine how the superseded data were derived.
 SS0293
 SS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT757193(NAD 83)
 SS0293_MARKER: DR = REFERENCE MARK DISK
 SS0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0293_STAMPING: C 4 U NO 2 1961
 SS0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0293+STABILITY: SURFACE MOTION
 SS0293
 SS0293  HISTORY     - Date     Condition        Report By
 SS0293  HISTORY     - 1961     MONUMENTED       CGS
 SS0293
 SS0293                          STATION DESCRIPTION
 SS0293
 SS0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0293'4.25 MI N FROM BENCHLAND.
 SS0293'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0293'AT BENCHLAND, THENCE 3.45 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SS0293'0.4 MILE EAST ALONG A FENCE AND TRACK ROAD, IN SECTION 30, T 16 N, R
 SS0293'14 E, 23.0 FEET WEST OF C 4 U 1961, 3 FEET SOUTH OF A FENCE, AND SET
 SS0293'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0291 ***********************************************************************
 SS0291  DESIGNATION -  C 4 V
 SS0291  PID         -  SS0291
 SS0291  STATE/COUNTY-  MT/JUDITH BASIN
 SS0291  USGS QUAD   -  BENCHLAND (1978)
 SS0291
 SS0291                         *CURRENT SURVEY CONTROL
 SS0291  ___________________________________________________________________
 SS0291* NAD 83(1986)-  47 07 25.     (N)    110 00 35.     (W)     SCALED    
 SS0291* NAVD 88     -      1256.626  (meters)    4122.78   (feet)  ADJUSTED  
 SS0291  ___________________________________________________________________
 SS0291  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 SS0291  DYNAMIC HT  -        1256.452 (meters)    4122.21  (feet)  COMP
 SS0291  MODELED GRAV-     980,431.5   (mgal)                       NAVD 88
 SS0291
 SS0291  VERT ORDER  -  SECOND    CLASS 0
 SS0291
 SS0291.The horizontal coordinates were scaled from a topographic map and have
 SS0291.an estimated accuracy of +/- 6 seconds.
 SS0291
 SS0291.The orthometric height was determined by differential leveling
 SS0291.and adjusted by the National Geodetic Survey in June 1991..
 SS0291
 SS0291.The geoid height was determined by GEOID03.
 SS0291
 SS0291.The dynamic height is computed by dividing the NAVD 88
 SS0291.geopotential number by the normal gravity value computed on the
 SS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0291.degrees latitude (g = 980.6199 gals.).
 SS0291
 SS0291.The modeled gravity was interpolated from observed gravity values.
 SS0291
 SS0291;                    North         East    Units  Estimated Accuracy
 SS0291;SPC MT       -   319,440.      561,350.      MT  (+/- 180 meters Scaled)
 SS0291
 SS0291                          SUPERSEDED SURVEY CONTROL
 SS0291
 SS0291  NGVD 29 (??/??/92) 1255.704  (m)         4119.76   (f) ADJ UNCH    2 0
 SS0291
 SS0291.Superseded values are not recommended for survey control.
 SS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0291.See file dsdata.txt to determine how the superseded data were derived.
 SS0291
 SS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT751193(NAD 83)
 SS0291_MARKER: DS = TRIANGULATION STATION DISK
 SS0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0291_STAMPING: C 4 V 1961
 SS0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0291+STABILITY: SURFACE MOTION
 SS0291
 SS0291  HISTORY     - Date     Condition        Report By
 SS0291  HISTORY     - 1961     MONUMENTED       CGS
 SS0291
 SS0291                          STATION DESCRIPTION
 SS0291
 SS0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0291'3.85 MI N FROM BENCHLAND.
 SS0291'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0291'AT BENCHLAND, THENCE 3.45 MILES NORTH ALONG A GRAVELED ROAD, IN
 SS0291'SECTION 30, T 16 N, R 14 E, 128 FEET EAST OF THE CENTER LINE OF THE
 SS0291'ROAD, 128 FEET SOUTH OF A FENCE, 101 FEET EAST OF A FENCE, 91 FEET
 SS0291'SOUTHEAST OF A POWER POLE, 41.0 FEET SOUTH OF C 4 V R.M. 1, 42.0 FEET
 SS0291'EAST OF C 4 V R.M. 2, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, AND
 SS0291'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0292 ***********************************************************************
 SS0292  DESIGNATION -  C 4 V RM 1
 SS0292  PID         -  SS0292
 SS0292  STATE/COUNTY-  MT/JUDITH BASIN
 SS0292  USGS QUAD   -  BENCHLAND (1978)
 SS0292
 SS0292                         *CURRENT SURVEY CONTROL
 SS0292  ___________________________________________________________________
 SS0292* NAD 83(1986)-  47 07 25.     (N)    110 00 35.     (W)     SCALED    
 SS0292* NAVD 88     -      1256.002  (meters)    4120.73   (feet)  ADJUSTED  
 SS0292  ___________________________________________________________________
 SS0292  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 SS0292  DYNAMIC HT  -        1255.829 (meters)    4120.17  (feet)  COMP
 SS0292  MODELED GRAV-     980,431.5   (mgal)                       NAVD 88
 SS0292
 SS0292  VERT ORDER  -  SECOND    CLASS 0
 SS0292
 SS0292.The horizontal coordinates were scaled from a topographic map and have
 SS0292.an estimated accuracy of +/- 6 seconds.
 SS0292
 SS0292.The orthometric height was determined by differential leveling
 SS0292.and adjusted by the National Geodetic Survey in June 1991..
 SS0292
 SS0292.The geoid height was determined by GEOID03.
 SS0292
 SS0292.The dynamic height is computed by dividing the NAVD 88
 SS0292.geopotential number by the normal gravity value computed on the
 SS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0292.degrees latitude (g = 980.6199 gals.).
 SS0292
 SS0292.The modeled gravity was interpolated from observed gravity values.
 SS0292
 SS0292;                    North         East    Units  Estimated Accuracy
 SS0292;SPC MT       -   319,440.      561,350.      MT  (+/- 180 meters Scaled)
 SS0292
 SS0292                          SUPERSEDED SURVEY CONTROL
 SS0292
 SS0292  NGVD 29 (??/??/92) 1255.080  (m)         4117.71   (f) ADJ UNCH    2 0
 SS0292
 SS0292.Superseded values are not recommended for survey control.
 SS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0292.See file dsdata.txt to determine how the superseded data were derived.
 SS0292
 SS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT751193(NAD 83)
 SS0292_MARKER: DR = REFERENCE MARK DISK
 SS0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0292_STAMPING: C 4 V NO 1 1961
 SS0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0292+STABILITY: SURFACE MOTION
 SS0292
 SS0292  HISTORY     - Date     Condition        Report By
 SS0292  HISTORY     - 1961     MONUMENTED       CGS
 SS0292
 SS0292                          STATION DESCRIPTION
 SS0292
 SS0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0292'3.85 MI N FROM BENCHLAND.
 SS0292'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0292'AT BENCHLAND, THENCE 3.45 MILES NORTH ALONG A GRAVELED ROAD, IN
 SS0292'SECTION 30, T 16 N, R 14 E, 128 FEET EAST OF THE CENTER LINE OF THE
 SS0292'ROAD, 104 FEET EAST OF A FENCE, 94 FEET EAST OF A POWER POLE, 88 FEET
 SS0292'SOUTH OF A FENCE, 41 FEET NORTH OF C 4 V 1961, ABOUT 10 FEET ABOVE THE
 SS0292'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SS0292'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0290 ***********************************************************************
 SS0290  DESIGNATION -  C 4 V RM 2
 SS0290  PID         -  SS0290
 SS0290  STATE/COUNTY-  MT/JUDITH BASIN
 SS0290  USGS QUAD   -  BENCHLAND (1978)
 SS0290
 SS0290                         *CURRENT SURVEY CONTROL
 SS0290  ___________________________________________________________________
 SS0290* NAD 83(1986)-  47 07 25.     (N)    110 00 35.     (W)     SCALED    
 SS0290* NAVD 88     -      1255.915  (meters)    4120.45   (feet)  ADJUSTED  
 SS0290  ___________________________________________________________________
 SS0290  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 SS0290  DYNAMIC HT  -        1255.742 (meters)    4119.88  (feet)  COMP
 SS0290  MODELED GRAV-     980,431.5   (mgal)                       NAVD 88
 SS0290
 SS0290  VERT ORDER  -  SECOND    CLASS 0
 SS0290
 SS0290.The horizontal coordinates were scaled from a topographic map and have
 SS0290.an estimated accuracy of +/- 6 seconds.
 SS0290
 SS0290.The orthometric height was determined by differential leveling
 SS0290.and adjusted by the National Geodetic Survey in June 1991..
 SS0290
 SS0290.The geoid height was determined by GEOID03.
 SS0290
 SS0290.The dynamic height is computed by dividing the NAVD 88
 SS0290.geopotential number by the normal gravity value computed on the
 SS0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0290.degrees latitude (g = 980.6199 gals.).
 SS0290
 SS0290.The modeled gravity was interpolated from observed gravity values.
 SS0290
 SS0290;                    North         East    Units  Estimated Accuracy
 SS0290;SPC MT       -   319,440.      561,350.      MT  (+/- 180 meters Scaled)
 SS0290
 SS0290                          SUPERSEDED SURVEY CONTROL
 SS0290
 SS0290  NGVD 29 (??/??/92) 1254.993  (m)         4117.42   (f) ADJ UNCH    2 0
 SS0290
 SS0290.Superseded values are not recommended for survey control.
 SS0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0290.See file dsdata.txt to determine how the superseded data were derived.
 SS0290
 SS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT751193(NAD 83)
 SS0290_MARKER: DR = REFERENCE MARK DISK
 SS0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0290_STAMPING: C 4 V NO 2 1961
 SS0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0290+STABILITY: SURFACE MOTION
 SS0290
 SS0290  HISTORY     - Date     Condition        Report By
 SS0290  HISTORY     - 1961     MONUMENTED       CGS
 SS0290
 SS0290                          STATION DESCRIPTION
 SS0290
 SS0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0290'3.85 MI N FROM BENCHLAND.
 SS0290'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0290'AT BENCHLAND, THENCE 3.45 MILES NORTH ALONG A GRAVELED ROAD, IN
 SS0290'SECTION 30, T 16 N, R 14 E, 86 FEET EAST OF THE CENTER LINE OF THE
 SS0290'ROAD, 53 FEET SOUTHEAST OF A POWER POLE, 59 FEET EAST OF A FENCE, 130
 SS0290'FEET SOUTH OF A FENCE, 42.0 FEET WEST OF C 4 V 1961, AND SET IN THE
 SS0290'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0730 ***********************************************************************
 SS0730  DESIGNATION -  C 40
 SS0730  PID         -  SS0730
 SS0730  STATE/COUNTY-  MT/CASCADE
 SS0730  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0730
 SS0730                         *CURRENT SURVEY CONTROL
 SS0730  ___________________________________________________________________
 SS0730* NAD 83(1986)-  47 27 54.     (N)    111 18 35.     (W)     SCALED    
 SS0730* NAVD 88     -      1014.538  (meters)    3328.53   (feet)  ADJUSTED  
 SS0730  ___________________________________________________________________
 SS0730  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS0730  DYNAMIC HT  -        1014.462 (meters)    3328.28  (feet)  COMP
 SS0730  MODELED GRAV-     980,503.7   (mgal)                       NAVD 88
 SS0730
 SS0730  VERT ORDER  -  FIRST     CLASS II
 SS0730
 SS0730.The horizontal coordinates were scaled from a topographic map and have
 SS0730.an estimated accuracy of +/- 6 seconds.
 SS0730
 SS0730.The orthometric height was determined by differential leveling
 SS0730.and adjusted by the National Geodetic Survey in June 1991..
 SS0730
 SS0730.The geoid height was determined by GEOID03.
 SS0730
 SS0730.The dynamic height is computed by dividing the NAVD 88
 SS0730.geopotential number by the normal gravity value computed on the
 SS0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0730.degrees latitude (g = 980.6199 gals.).
 SS0730
 SS0730.The modeled gravity was interpolated from observed gravity values.
 SS0730
 SS0730;                    North         East    Units  Estimated Accuracy
 SS0730;SPC MT       -   358,820.      463,650.      MT  (+/- 180 meters Scaled)
 SS0730
 SS0730                          SUPERSEDED SURVEY CONTROL
 SS0730
 SS0730  NGVD 29 (??/??/92) 1013.630  (m)         3325.55   (f) ADJ UNCH    1 2
 SS0730
 SS0730.Superseded values are not recommended for survey control.
 SS0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0730.See file dsdata.txt to determine how the superseded data were derived.
 SS0730
 SS0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT766568(NAD 83)
 SS0730_MARKER: DB = BENCH MARK DISK
 SS0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0730_STAMPING: C 40 1931
 SS0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0730+STABILITY: SURFACE MOTION
 SS0730
 SS0730  HISTORY     - Date     Condition        Report By
 SS0730  HISTORY     - 1931     MONUMENTED       CGS
 SS0730  HISTORY     - 1961     GOOD             NGS
 SS0730
 SS0730                          STATION DESCRIPTION
 SS0730
 SS0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0730'3.1 MI S FROM GREAT FALLS.
 SS0730'ABOUT 3.1 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0730'STATION AT GREAT FALLS, 6 POLES NORTHWEST OF MILE POST 221 AND AT THE
 SS0730'NORTH END OF A CURVE IN THE TRACK, 45 FEET EAST OF THE EAST RAIL, 22
 SS0730'1/2 FEET NORTHEAST OF THE SIXTH POLE NORTHWEST OF MILEPOST 221, 2 1/2
 SS0730'FEET WEST OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST, AND SET
 SS0730'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0389 ***********************************************************************
 SS0389  DESIGNATION -  C 41
 SS0389  PID         -  SS0389
 SS0389  STATE/COUNTY-  MT/JUDITH BASIN
 SS0389  USGS QUAD   -  BYRNE CREEK (1995)
 SS0389
 SS0389                         *CURRENT SURVEY CONTROL
 SS0389  ___________________________________________________________________
 SS0389* NAD 83(1986)-  47 15 54.     (N)    110 31 12.     (W)     SCALED    
 SS0389* NAVD 88     -      1269.156  (meters)    4163.89   (feet)  ADJUSTED  
 SS0389  ___________________________________________________________________
 SS0389  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 SS0389  DYNAMIC HT  -        1268.986 (meters)    4163.33  (feet)  COMP
 SS0389  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 SS0389
 SS0389  VERT ORDER  -  FIRST     CLASS II
 SS0389
 SS0389.The horizontal coordinates were scaled from a topographic map and have
 SS0389.an estimated accuracy of +/- 6 seconds.
 SS0389
 SS0389.The orthometric height was determined by differential leveling
 SS0389.and adjusted by the National Geodetic Survey in June 1991..
 SS0389.WARNING-Repeat measurements at this control monument indicate possible
 SS0389.vertical movement.
 SS0389
 SS0389.The geoid height was determined by GEOID03.
 SS0389
 SS0389.The dynamic height is computed by dividing the NAVD 88
 SS0389.geopotential number by the normal gravity value computed on the
 SS0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0389.degrees latitude (g = 980.6199 gals.).
 SS0389
 SS0389.The modeled gravity was interpolated from observed gravity values.
 SS0389
 SS0389;                    North         East    Units  Estimated Accuracy
 SS0389;SPC MT       -   335,520.      522,860.      MT  (+/- 180 meters Scaled)
 SS0389
 SS0389                          SUPERSEDED SURVEY CONTROL
 SS0389
 SS0389  NGVD 29 (??/??/92) 1268.209  (m)         4160.78   (f) ADJ UNCH    1 2
 SS0389
 SS0389.Superseded values are not recommended for survey control.
 SS0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0389.See file dsdata.txt to determine how the superseded data were derived.
 SS0389
 SS0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT363347(NAD 83)
 SS0389_MARKER: DB = BENCH MARK DISK
 SS0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0389_SP_SET: ABUTMENT
 SS0389_STAMPING: C 41 1931
 SS0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0389
 SS0389  HISTORY     - Date     Condition        Report By
 SS0389  HISTORY     - 1931     MONUMENTED       CGS
 SS0389  HISTORY     - 1961     GOOD             NGS
 SS0389  HISTORY     - 1973     MARK NOT FOUND   USGS
 SS0389
 SS0389                          STATION DESCRIPTION
 SS0389
 SS0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0389'1.2 MI W FROM GEYSER.
 SS0389'ABOUT 1.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0389'AT GEYSER, IN SECTION 1, T 17 N, R 9 E, 3 1/2 POLES EAST OF MILEPOST
 SS0389'132, 5 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END
 SS0389'OF THE WEST CONCRETE ABUTMENT OF A BRIDGE OVER HAY CREEK, AND ABOUT 1
 SS0389'1/2 FEET BELOW THE LEVEL OF THE TRACK.
 SS0389
 SS0389                          STATION RECOVERY (1973)
 SS0389
 SS0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SS0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0361 ***********************************************************************
 RV0361  DESIGNATION -  C 42
 RV0361  PID         -  RV0361
 RV0361  STATE/COUNTY-  MT/JUDITH BASIN
 RV0361  USGS QUAD   -  SIPPLE (1970)
 RV0361
 RV0361                         *CURRENT SURVEY CONTROL
 RV0361  ___________________________________________________________________
 RV0361* NAD 83(1986)-  46 55 43.     (N)    109 48 13.     (W)     SCALED    
 RV0361* NAVD 88     -      1240.339  (meters)    4069.35   (feet)  ADJUSTED  
 RV0361  ___________________________________________________________________
 RV0361  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 RV0361  DYNAMIC HT  -        1240.141 (meters)    4068.70  (feet)  COMP
 RV0361  MODELED GRAV-     980,410.3   (mgal)                       NAVD 88
 RV0361
 RV0361  VERT ORDER  -  FIRST     CLASS II
 RV0361
 RV0361.The horizontal coordinates were scaled from a topographic map and have
 RV0361.an estimated accuracy of +/- 6 seconds.
 RV0361
 RV0361.The orthometric height was determined by differential leveling
 RV0361.and adjusted by the National Geodetic Survey in June 1991..
 RV0361.WARNING-Repeat measurements at this control monument indicate possible
 RV0361.vertical movement.
 RV0361
 RV0361.The geoid height was determined by GEOID03.
 RV0361
 RV0361.The dynamic height is computed by dividing the NAVD 88
 RV0361.geopotential number by the normal gravity value computed on the
 RV0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0361.degrees latitude (g = 980.6199 gals.).
 RV0361
 RV0361.The modeled gravity was interpolated from observed gravity values.
 RV0361
 RV0361;                    North         East    Units  Estimated Accuracy
 RV0361;SPC MT       -   297,690.      576,890.      MT  (+/- 180 meters Scaled)
 RV0361
 RV0361                          SUPERSEDED SURVEY CONTROL
 RV0361
 RV0361  NGVD 29 (??/??/92) 1239.409  (m)         4066.29   (f) ADJ UNCH    1 2
 RV0361
 RV0361.Superseded values are not recommended for survey control.
 RV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0361.See file dsdata.txt to determine how the superseded data were derived.
 RV0361
 RV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS910979(NAD 83)
 RV0361_MARKER: DB = BENCH MARK DISK
 RV0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0361_STAMPING: C 42 1931
 RV0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0361+STABILITY: SURFACE MOTION
 RV0361
 RV0361  HISTORY     - Date     Condition        Report By
 RV0361  HISTORY     - 1931     MONUMENTED       CGS
 RV0361  HISTORY     - 1961     GOOD             NGS
 RV0361
 RV0361                          STATION DESCRIPTION
 RV0361
 RV0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0361'7.25 MI SE FROM HOBSON.
 RV0361'ABOUT 7.25 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0361'STATION AT HOBSON, IN SECTION 34, T 14 N, R 15 E, 0.35 MILE SOUTHEAST
 RV0361'OF A ROAD CROSSING, 14 POLES SOUTHEAST OF MILEPOST 123, ON THE TOP OF
 RV0361'A SMALL HILL, 70 FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET
 RV0361'SOUTHWEST OF THE CENTER LINE OF A ROAD WHICH PARALLELS THE TRACK, 2
 RV0361'1/2 FEET SOUTHWEST OF A FENCE, 3.0 FEET SOUTHWEST OF A METAL WITNESS
 RV0361'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 RV0361'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0302 ***********************************************************************
 TL0302  DESIGNATION -  C 422
 TL0302  PID         -  TL0302
 TL0302  STATE/COUNTY-  MT/TOOLE
 TL0302  USGS QUAD   -  VIRDEN (1986)
 TL0302
 TL0302                         *CURRENT SURVEY CONTROL
 TL0302  ___________________________________________________________________
 TL0302* NAD 83(1986)-  48 31 42.     (N)    111 56 43.     (W)     SCALED    
 TL0302* NAVD 88     -      1014.357  (meters)    3327.94   (feet)  ADJUSTED  
 TL0302  ___________________________________________________________________
 TL0302  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 TL0302  DYNAMIC HT  -        1014.416 (meters)    3328.13  (feet)  COMP
 TL0302  MODELED GRAV-     980,633.7   (mgal)                       NAVD 88
 TL0302
 TL0302  VERT ORDER  -  FIRST     CLASS II
 TL0302
 TL0302.The horizontal coordinates were scaled from a topographic map and have
 TL0302.an estimated accuracy of +/- 6 seconds.
 TL0302
 TL0302.The orthometric height was determined by differential leveling
 TL0302.and adjusted by the National Geodetic Survey in June 1991..
 TL0302
 TL0302.The geoid height was determined by GEOID03.
 TL0302
 TL0302.The dynamic height is computed by dividing the NAVD 88
 TL0302.geopotential number by the normal gravity value computed on the
 TL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0302.degrees latitude (g = 980.6199 gals.).
 TL0302
 TL0302.The modeled gravity was interpolated from observed gravity values.
 TL0302
 TL0302;                    North         East    Units  Estimated Accuracy
 TL0302;SPC MT       -   478,240.      419,470.      MT  (+/- 180 meters Scaled)
 TL0302
 TL0302                          SUPERSEDED SURVEY CONTROL
 TL0302
 TL0302.No superseded survey control is available for this station.
 TL0302
 TL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU302754(NAD 83)
 TL0302_MARKER: DB = BENCH MARK DISK
 TL0302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0302_SP_SET: STAINLESS STEEL ROD
 TL0302_STAMPING: C 422 1978
 TL0302_PROJECTION: PROJECTING 10 CENTIMETERS
 TL0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0302_ROD/PIPE-DEPTH: 7.32 meters
 TL0302
 TL0302  HISTORY     - Date     Condition        Report By
 TL0302  HISTORY     - 1978     MONUMENTED       NGS
 TL0302
 TL0302                          STATION DESCRIPTION
 TL0302
 TL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0302'3.4 MI WEST FROM SHELBY.
 TL0302'3.4 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TL0302'SHELBY.  AT HIGHWAY MILE POST 275 AND AT POWER ANGLE POLE NUMBER 60
 TL0302'WITH A GUY WIRE, 0.15 MILE EAST OF A FARM ROAD LEADING NORTH AND
 TL0302'SOUTH, 172 FEET NORTHWEST OF THE HIGHWAY MILE POST, 70 FEET NORTH OF
 TL0302'THE CENTERLINE OF HIGHWAY 2, 17 FEET SOUTH OF A FENCE, 2 FEET WEST
 TL0302'OF THE POWER ANGLE POLE, AND 2 FEET EAST OF A WITNESS POST.  DISK
 TL0302'IS 3 INCHES ABOVE THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4
 TL0302'INCH PLASTIC SCREW PLUG.
 TL0302'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0651 ***********************************************************************
 TM0651  DESIGNATION -  C 423
 TM0651  PID         -  TM0651
 TM0651  STATE/COUNTY-  MT/GLACIER
 TM0651  USGS QUAD   -  SQUAW BUTTES (1966)
 TM0651
 TM0651                         *CURRENT SURVEY CONTROL
 TM0651  ___________________________________________________________________
 TM0651* NAD 83(1986)-  48 37 28.     (N)    112 23 23.     (W)     SCALED    
 TM0651* NAVD 88     -      1180.903  (meters)    3874.35   (feet)  ADJUSTED  
 TM0651  ___________________________________________________________________
 TM0651  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0651  DYNAMIC HT  -        1180.933 (meters)    3874.44  (feet)  COMP
 TM0651  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 TM0651
 TM0651  VERT ORDER  -  FIRST     CLASS II
 TM0651
 TM0651.The horizontal coordinates were scaled from a topographic map and have
 TM0651.an estimated accuracy of +/- 6 seconds.
 TM0651
 TM0651.The orthometric height was determined by differential leveling
 TM0651.and adjusted by the National Geodetic Survey in June 1991..
 TM0651
 TM0651.The geoid height was determined by GEOID03.
 TM0651
 TM0651.The dynamic height is computed by dividing the NAVD 88
 TM0651.geopotential number by the normal gravity value computed on the
 TM0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0651.degrees latitude (g = 980.6199 gals.).
 TM0651
 TM0651.The modeled gravity was interpolated from observed gravity values.
 TM0651
 TM0651;                    North         East    Units  Estimated Accuracy
 TM0651;SPC MT       -   490,040.      387,060.      MT  (+/- 180 meters Scaled)
 TM0651
 TM0651                          SUPERSEDED SURVEY CONTROL
 TM0651
 TM0651.No superseded survey control is available for this station.
 TM0651
 TM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU975866(NAD 83)
 TM0651_MARKER: DB = BENCH MARK DISK
 TM0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0651_SP_SET: CONCRETE POST
 TM0651_STAMPING: C 423 1978
 TM0651_PROJECTION: PROJECTING 61 CENTIMETERS
 TM0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0651+STABILITY: SURFACE MOTION
 TM0651
 TM0651  HISTORY     - Date     Condition        Report By
 TM0651  HISTORY     - UNK      MONUMENTED       MTSHC
 TM0651  HISTORY     - 1978     GOOD             NGS
 TM0651
 TM0651                          STATION DESCRIPTION
 TM0651
 TM0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0651'2.1 MI WEST FROM CUT BANK.
 TM0651'2.1 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK RIVER IN
 TM0651'CUT BANK.  STATION IS LOCATED AT THE T JUNCTION OF FENCE LINES ON THE
 TM0651'NORTH SIDE OF THE HIGHWAY, 0.1 MILE WEST OF HIGHWAY MILE POST 252, AND
 TM0651'ACROSS THE HIGHWAY FROM A POWER POLE WITH A TRANSFORMER, 174 FEET WEST
 TM0651'OF THE CENTERLINE OF THE DRIVEWAY LEADING NORTH, 78 FEET NORTH OF THE
 TM0651'CENTERLINE OF HIGHWAY 2, 6 FEET SOUTH OF A FENCE LINE, AND 1 FOOT EAST
 TM0651'OF A WITNESS POST.
 TM0651'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0683 ***********************************************************************
 TM0683  DESIGNATION -  C 424
 TM0683  PID         -  TM0683
 TM0683  STATE/COUNTY-  MT/GLACIER
 TM0683  USGS QUAD   -  BLACKFOOT (1968)
 TM0683
 TM0683                         *CURRENT SURVEY CONTROL
 TM0683  ___________________________________________________________________
 TM0683* NAD 83(1986)-  48 32 18.     (N)    112 58 34.     (W)     SCALED    
 TM0683* NAVD 88     -      1337.364  (meters)    4387.67   (feet)  ADJUSTED  
 TM0683  ___________________________________________________________________
 TM0683  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 TM0683  DYNAMIC HT  -        1337.331 (meters)    4387.56  (feet)  COMP
 TM0683  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 TM0683
 TM0683  VERT ORDER  -  FIRST     CLASS II
 TM0683
 TM0683.The horizontal coordinates were scaled from a topographic map and have
 TM0683.an estimated accuracy of +/- 6 seconds.
 TM0683
 TM0683.The orthometric height was determined by differential leveling
 TM0683.and adjusted by the National Geodetic Survey in June 1991..
 TM0683
 TM0683.The geoid height was determined by GEOID03.
 TM0683
 TM0683.The dynamic height is computed by dividing the NAVD 88
 TM0683.geopotential number by the normal gravity value computed on the
 TM0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0683.degrees latitude (g = 980.6199 gals.).
 TM0683
 TM0683.The modeled gravity was interpolated from observed gravity values.
 TM0683
 TM0683;                    North         East    Units  Estimated Accuracy
 TM0683;SPC MT       -   482,230.      343,450.      MT  (+/- 180 meters Scaled)
 TM0683
 TM0683                          SUPERSEDED SURVEY CONTROL
 TM0683
 TM0683.No superseded survey control is available for this station.
 TM0683
 TM0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU541780(NAD 83)
 TM0683_MARKER: DB = BENCH MARK DISK
 TM0683_SETTING: 66 = SET IN ROCK OUTCROP
 TM0683_SP_SET: ROCK OUTCROP
 TM0683_STAMPING: C 424 1978
 TM0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0683+STABILITY: POSITION/ELEVATION WELL
 TM0683
 TM0683  HISTORY     - Date     Condition        Report By
 TM0683  HISTORY     - 1978     MONUMENTED       NGS
 TM0683
 TM0683                          STATION DESCRIPTION
 TM0683
 TM0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0683'3.0 MI EAST FROM BROWNING.
 TM0683'3.0 MILES EAST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0683'BROWNING.  IN A 6X3 FEET PORTION OF AN OUTCROP PROJECTING 6 INCHES
 TM0683'NORTHEAST OF A CURVE IN THE HIGHWAY, 198 FEET NORTHEAST OF THE
 TM0683'CENTERLINE OF HIGHWAY 2, 27 FEET NORTH OF A FENCE CORNER, 12 FEET
 TM0683'EAST OF A FENCE LINE, 39 FEET NORTH OF THE CENTERLINE OF A TRACK
 TM0683'ROAD LEADING EAST, AND 1 FOOT SOUTH OF A WITNESS POST.
 TM0683'THE MARK IS 10 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0400 ***********************************************************************
 QY0400  DESIGNATION -  C 425
 QY0400  PID         -  QY0400
 QY0400  STATE/COUNTY-  MT/SILVER BOW
 QY0400  USGS QUAD   -  BUTTE SOUTH (1996)
 QY0400
 QY0400                         *CURRENT SURVEY CONTROL
 QY0400  ___________________________________________________________________
 QY0400* NAD 83(1986)-  45 59 47.     (N)    112 33 51.     (W)     SCALED    
 QY0400* NAVD 88     -      1667.312  (meters)    5470.17   (feet)  ADJUSTED  
 QY0400  ___________________________________________________________________
 QY0400  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 QY0400  DYNAMIC HT  -        1666.667 (meters)    5468.06  (feet)  COMP
 QY0400  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 QY0400  OBS GRAVITY -     980,169.7   (mgal)                       GRAV_OBS
 QY0400
 QY0400  VERT ORDER  -  FIRST     CLASS II
 QY0400
 QY0400.The horizontal coordinates were scaled from a topographic map and have
 QY0400.an estimated accuracy of +/- 6 seconds.
 QY0400
 QY0400.The orthometric height was determined by differential leveling
 QY0400.and adjusted by the National Geodetic Survey in June 1991..
 QY0400
 QY0400.The geoid height was determined by GEOID03.
 QY0400
 QY0400.The dynamic height is computed by dividing the NAVD 88
 QY0400.geopotential number by the normal gravity value computed on the
 QY0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0400.degrees latitude (g = 980.6199 gals.).
 QY0400
 QY0400.The modeled gravity was interpolated from observed gravity values.
 QY0400.The observed gravity was obtained from relative gravimeter ties
 QY0400.to the IGSN71 gravity network.
 QY0400
 QY0400;                    North         East    Units  Estimated Accuracy
 QY0400;SPC MT       -   198,720.      362,790.      MT  (+/- 180 meters Scaled)
 QY0400
 QY0400                          SUPERSEDED SURVEY CONTROL
 QY0400
 QY0400.No superseded survey control is available for this station.
 QY0400
 QY0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR788948(NAD 83)
 QY0400_MARKER: DB = BENCH MARK DISK
 QY0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0400_SP_SET: OVERPASS
 QY0400_STAMPING: C 425 1978
 QY0400_MARK LOGO: NGS   
 QY0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0400
 QY0400  HISTORY     - Date     Condition        Report By
 QY0400  HISTORY     - 1978     MONUMENTED       NGS
 QY0400  HISTORY     - 1979     GOOD             NGS
 QY0400  HISTORY     - 1982     GOOD             NGS
 QY0400
 QY0400                          STATION DESCRIPTION
 QY0400
 QY0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QY0400'1.2 MI WEST FROM BUTTE.
 QY0400'1.2 MILES WEST ALONG INTERSTATE 90 FROM THE MONTANA STREET UNDERPASS
 QY0400'AT BUTTE, SET IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT
 QY0400'OF A BURLINGTON NORTHERN RAILROAD BRIDGE, 16 FEET SOUTHWEST OF THE
 QY0400'CENTERLINE OF THE WESTBOUND LANES AND 1 FOOT SOUTHWEST OF THE
 QY0400'SOUTHWEST CURB.  ACCORDING TO MONTANA HIGHWAY ENGINEERS, THIS BRIDGE
 QY0400'SITS ON BEDROCK.
 QY0400'THE MARK IS 1 FT ABOVE HIGHWAY.
 QY0400
 QY0400                          STATION RECOVERY (1979)
 QY0400
 QY0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QY0400'THE ORIGINAL DESCRIPTION IS IN LINE 257, REGION 5.
 QY0400
 QY0400                          STATION RECOVERY (1982)
 QY0400
 QY0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QY0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0713 ***********************************************************************
 TM0713  DESIGNATION -  C 426
 TM0713  PID         -  TM0713
 TM0713  STATE/COUNTY-  MT/GLACIER
 TM0713  USGS QUAD   -  SQUAW MOUNTAIN (1995)
 TM0713
 TM0713                         *CURRENT SURVEY CONTROL
 TM0713  ___________________________________________________________________
 TM0713* NAD 83(1986)-  48 22 55.     (N)    113 16 22.     (W)     SCALED    
 TM0713* NAVD 88     -      1548.291  (meters)    5079.68   (feet)  ADJUSTED  
 TM0713  ___________________________________________________________________
 TM0713  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 TM0713  DYNAMIC HT  -        1548.177 (meters)    5079.31  (feet)  COMP
 TM0713  MODELED GRAV-     980,481.9   (mgal)                       NAVD 88
 TM0713
 TM0713  VERT ORDER  -  FIRST     CLASS II
 TM0713
 TM0713.The horizontal coordinates were scaled from a topographic map and have
 TM0713.an estimated accuracy of +/- 6 seconds.
 TM0713
 TM0713.The orthometric height was determined by differential leveling
 TM0713.and adjusted by the National Geodetic Survey in June 1991..
 TM0713
 TM0713.The geoid height was determined by GEOID03.
 TM0713
 TM0713.The dynamic height is computed by dividing the NAVD 88
 TM0713.geopotential number by the normal gravity value computed on the
 TM0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0713.degrees latitude (g = 980.6199 gals.).
 TM0713
 TM0713.The modeled gravity was interpolated from observed gravity values.
 TM0713
 TM0713;                    North         East    Units  Estimated Accuracy
 TM0713;SPC MT       -   465,880.      320,740.      MT  (+/- 180 meters Scaled)
 TM0713
 TM0713                          SUPERSEDED SURVEY CONTROL
 TM0713
 TM0713.No superseded survey control is available for this station.
 TM0713
 TM0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU317612(NAD 83)
 TM0713_MARKER: DB = BENCH MARK DISK
 TM0713_SETTING: 66 = SET IN ROCK OUTCROP
 TM0713_SP_SET: ROCK OUTCROP
 TM0713_STAMPING: C 426 1978
 TM0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0713+STABILITY: POSITION/ELEVATION WELL
 TM0713
 TM0713  HISTORY     - Date     Condition        Report By
 TM0713  HISTORY     - 1978     MONUMENTED       NGS
 TM0713
 TM0713                          STATION DESCRIPTION
 TM0713
 TM0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0713'5.4 MI SW FROM EAST GLACIER.
 TM0713'ABOUT 5.4 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION
 TM0713'IN EAST GLACIER, 0.2 MILE SOUTHWEST OF HIGHWAY MILE POST 204.  SET
 TM0713'IN TOP OF THE LOWER PORTION OF AN OUTCROP LEDGE IN A CUTBANK ON THE
 TM0713'INSIDE OF A CURVE IN THE HIGHWAY, 100 FEET NORTHEAST OF THE SOUTHEAST
 TM0713'END OF AN 18 INCH STEEL CULVERT, AND 36 FEET SOUTHEAST OF THE
 TM0713'CENTERLINE OF HIGHWAY 2.
 TM0713'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0738 ***********************************************************************
 TM0738  DESIGNATION -  C 427
 TM0738  PID         -  TM0738
 TM0738  STATE/COUNTY-  MT/FLATHEAD
 TM0738  USGS QUAD   -  ESSEX (1994)
 TM0738
 TM0738                         *CURRENT SURVEY CONTROL
 TM0738  ___________________________________________________________________
 TM0738* NAD 83(1986)-  48 16 24.     (N)    113 36 13.     (W)     SCALED    
 TM0738* NAVD 88     -      1148.232  (meters)    3767.16   (feet)  ADJUSTED  
 TM0738  ___________________________________________________________________
 TM0738  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 TM0738  DYNAMIC HT  -        1148.155 (meters)    3766.91  (feet)  COMP
 TM0738  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 TM0738
 TM0738  VERT ORDER  -  FIRST     CLASS II
 TM0738
 TM0738.The horizontal coordinates were scaled from a topographic map and have
 TM0738.an estimated accuracy of +/- 6 seconds.
 TM0738
 TM0738.The orthometric height was determined by differential leveling
 TM0738.and adjusted by the National Geodetic Survey in June 1991..
 TM0738
 TM0738.The geoid height was determined by GEOID03.
 TM0738
 TM0738.The dynamic height is computed by dividing the NAVD 88
 TM0738.geopotential number by the normal gravity value computed on the
 TM0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0738.degrees latitude (g = 980.6199 gals.).
 TM0738
 TM0738.The modeled gravity was interpolated from observed gravity values.
 TM0738
 TM0738;                    North         East    Units  Estimated Accuracy
 TM0738;SPC MT       -   455,050.      295,640.      MT  (+/- 180 meters Scaled)
 TM0738
 TM0738                          SUPERSEDED SURVEY CONTROL
 TM0738
 TM0738.No superseded survey control is available for this station.
 TM0738
 TM0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU068499(NAD 83)
 TM0738_MARKER: DB = BENCH MARK DISK
 TM0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TM0738_SP_SET: CURB OF BRIDGE
 TM0738_STAMPING: C 427 1978
 TM0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0738
 TM0738  HISTORY     - Date     Condition        Report By
 TM0738  HISTORY     - 1978     MONUMENTED       NGS
 TM0738
 TM0738                          STATION DESCRIPTION
 TM0738
 TM0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0738'27.9 MI SW FROM EAST GLACIER.
 TM0738'27.9 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0738'EAST GLACIER.  IN WALTON AND SET IN TOP OF THE SOUTHEAST END OF THE
 TM0738'SOUTHWEST CURB OF THE BRIDGE OVER THE MIDDLE FORK FLATHEAD RIVER,
 TM0738'28 MILES FROM EAST GLACIER, 15 FEET SOUTHWEST OF THE CENTERLINE OF
 TM0738'HIGHWAY 2, AND 15 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE.
 TM0738'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0426 ***********************************************************************
 TN0426  DESIGNATION -  C 428
 TN0426  PID         -  TN0426
 TN0426  STATE/COUNTY-  MT/FLATHEAD
 TN0426  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0426
 TN0426                         *CURRENT SURVEY CONTROL
 TN0426  ___________________________________________________________________
 TN0426* NAD 83(1999)-  48 20 30.13046(N)    114 13 46.97679(W)     ADJUSTED  
 TN0426* NAVD 88     -       910.356  (meters)    2986.73   (feet)  ADJUSTED  
 TN0426  ___________________________________________________________________
 TN0426  X           -  -1,743,362.611 (meters)                     COMP
 TN0426  Y           -  -3,873,783.128 (meters)                     COMP
 TN0426  Z           -   4,742,883.789 (meters)                     COMP
 TN0426  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 TN0426  ELLIP HEIGHT-         894.18  (meters)          (08/09/01) GPS OBS
 TN0426  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 TN0426  DYNAMIC HT  -         910.340 (meters)    2986.67  (feet)  COMP
 TN0426  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 TN0426
 TN0426  HORZ ORDER  -  FIRST
 TN0426  VERT ORDER  -  FIRST     CLASS II
 TN0426  ELLP ORDER  -  THIRD     CLASS I
 TN0426
 TN0426.The horizontal coordinates were established by GPS observations
 TN0426.and adjusted by the National Geodetic Survey in August 2001..
 TN0426.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TN0426.DATUM ITEM on the data sheet items page.
 TN0426
 TN0426.The orthometric height was determined by differential leveling
 TN0426.and adjusted by the National Geodetic Survey in June 1991..
 TN0426
 TN0426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0426
 TN0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0426
 TN0426.The ellipsoidal height was determined by GPS observations
 TN0426.and is referenced to NAD 83.
 TN0426
 TN0426.The geoid height was determined by GEOID03.
 TN0426
 TN0426.The dynamic height is computed by dividing the NAVD 88
 TN0426.geopotential number by the normal gravity value computed on the
 TN0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0426.degrees latitude (g = 980.6199 gals.).
 TN0426
 TN0426.The modeled gravity was interpolated from observed gravity values.
 TN0426
 TN0426;                    North         East     Units Scale Factor Converg.
 TN0426;SPC MT       -   465,255.178   249,711.503   MT  0.99966303   -3 27 35.3
 TN0426;SPC MT       - 1,526,427.75    819,263.46   iFT  0.99966303   -3 27 35.3
 TN0426;UTM  11      - 5,357,989.208   705,273.179   MT  1.00011775   +2 04 13.7
 TN0426
 TN0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0426!SPC MT       -   0.99985988  x   0.99966303  =   0.99952296
 TN0426!UTM  11      -   0.99985988  x   1.00011775  =   0.99997761
 TN0426
 TN0426                          SUPERSEDED SURVEY CONTROL
 TN0426
 TN0426  NAVD 88 (08/09/01)  910.36   (m)         2986.7    (f) LEVELING    3  
 TN0426
 TN0426.Superseded values are not recommended for survey control.
 TN0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0426.See file dsdata.txt to determine how the superseded data were derived.
 TN0426
 TN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0527357989(NAD 83)
 TN0426_MARKER: DV = VERTICAL CONTROL DISK
 TN0426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0426_SP_SET: STAINLESS STEEL ROD
 TN0426_STAMPING: C 428 1979
 TN0426_MARK LOGO: NGS   
 TN0426_PROJECTION: RECESSED 10 CENTIMETERS
 TN0426_MAGNETIC: I = MARKER IS A STEEL ROD
 TN0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0426+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 TN0426_ROD/PIPE-DEPTH:  3.0 meters
 TN0426_SLEEVE-DEPTH  : W/O meters
 TN0426
 TN0426  HISTORY     - Date     Condition        Report By
 TN0426  HISTORY     - 1979     MONUMENTED       NGS
 TN0426  HISTORY     - 20010523 GOOD             NGS
 TN0426
 TN0426                          STATION DESCRIPTION
 TN0426
 TN0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0426'2.9 MI SW FROM COLUMBIA FALLS.
 TN0426'0.75 MILE SOUTH ALONG VETERAN DRIVE FROM THE JUNCTION OF THE
 TN0426'BURLINGTON NORTHERN RAILROAD AND STATE HIGHWAY 40 IN COLUMBIA FALLS,
 TN0426'THENCE 0.4 MILE WEST ALONG TALBOT DRIVE, THENCE 1.05 MILES SOUTH
 TN0426'ALONG SOUTH HILLTOP DRIVE, THENCE 0.75 MILE SOUTH ALONG JELLISON ROAD,
 TN0426'SET ON THE SOUTHWEST CORNER OF THE JUNCTION OF THE RAILROAD AND
 TN0426'BRUNNER DRIVE, 49 FEET WEST OF THE WEST RAIL, 28 FEET SOUTH OF THE
 TN0426'CENTERLINE OF BRUNNER DRIVE, 25 FEET EAST OF THE CENTERLINE OF A FIELD
 TN0426'ROAD LEADING SOUTH, 6 FEET SOUTHWEST OF POWERLINE POLE NO. 3021, 6
 TN0426'FEET WEST OF A TELEGRAPH POLE AND 2 FEET WEST OF A FENCE CORNER.
 TN0426'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TN0426'THE MARK IS 2 FT BELOW TRACKS.
 TN0426
 TN0426                          STATION RECOVERY (2001)
 TN0426
 TN0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 TN0426'THE STATION IS LOCATED ABOUT 4.7 KM SOUTHWEST OF COLUMBIA FALLS,
 TN0426'ALONG THE WEST SIDE OF THE BURLINGTON NORTHERN RAILROAD TRACK
 TN0426'AND IN THE SOUTHWEST QUADRANT OF THE INTERSECTION FORMED BY
 TN0426'THE RAILROAD TRACK AND BRUNNER ROAD, JUST EAST-NORTHEAST OF A
 TN0426'FENCE CORNER AND WITNESS POST.
 TN0426' 
 TN0426'OWNERSHIP--BURLINGTON AND NORTHERN RAILROAD.
 TN0426' 
 TN0426'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TN0426'STATE HIGHWAY 40 ABOUT 4.0 KM WEST OF COLUMBIA FALLS, GO SOUTH
 TN0426'FOR 3.2 KM ON HIGHWAY 2 TO THE JUNCTION OF BRUNNER ROAD ON THE
 TN0426'LEFT.  TURN LEFT, EAST, FOR 0.80 KM ON BRUNNER ROAD TO THE STATION
 TN0426'ON THE RIGHT BY THE FENCE.
 TN0426' 
 TN0426'NOTE--THE DATUM POINT IS IN THE CENTER OF A CROSS CAST IN THE TOP
 TN0426'CENTER OF A STANDARD BRASS VERTICAL CONTROL DISK CRIMPED TO THE
 TN0426'TOP OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 10+FEET, ENCASED
 TN0426'IN A 4-INCH PVC PIPE WITH SCREW CAP (CAP MISSING) AND SURROUNDED BY
 TN0426'CONCRETE.  THE PIPE IS FLUSH WITH THE GROUND SURFACE AND THE DISK
 TN0426'IS RECESSED ABOUT 10-CM.
 TN0426' 
 TN0426'STATION IS 14.3 M WEST OF THE WEST RAIL, 10.7 M WEST-SOUTHWEST OF A
 TN0426'WOODEN RAILROAD CROSSING SIGN, 10.0 M EAST OF A GRAVEL ENTRANCE
 TN0426'DRIVE CENTER, 8.8 M SOUTH OF THE BRUNNER ROAD CENTER, 0.7 M NORTH
 TN0426'OF A METAL FENCE POST WITH WITNESS SIGN, 0.5 M EAST-NORTHEAST OF A
 TN0426'FENCE CORNER, AND THE STATION IS ABOUT 1.0 M BELOW THE TRACK LEVEL
 TN0426'AND 0.7 M BELOW THE ROAD LEVEL.  BY R.G. HAYES
 TN0426'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1309 ***********************************************************************
 SS1309  DESIGNATION -  C 429
 SS1309  PID         -  SS1309
 SS1309  STATE/COUNTY-  MT/TETON
 SS1309  USGS QUAD   -  COLLINS (1987)
 SS1309
 SS1309                         *CURRENT SURVEY CONTROL
 SS1309  ___________________________________________________________________
 SS1309* NAD 83(1986)-  47 58 24.     (N)    111 45 43.     (W)     SCALED    
 SS1309* NAVD 88     -      1067.947  (meters)    3503.76   (feet)  ADJUSTED  
 SS1309  ___________________________________________________________________
 SS1309  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SS1309  DYNAMIC HT  -        1067.930 (meters)    3503.70  (feet)  COMP
 SS1309  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 SS1309
 SS1309  VERT ORDER  -  FIRST     CLASS II
 SS1309
 SS1309.The horizontal coordinates were scaled from a topographic map and have
 SS1309.an estimated accuracy of +/- 6 seconds.
 SS1309
 SS1309.The orthometric height was determined by differential leveling
 SS1309.and adjusted by the National Geodetic Survey in June 1991..
 SS1309
 SS1309.The geoid height was determined by GEOID03.
 SS1309
 SS1309.The dynamic height is computed by dividing the NAVD 88
 SS1309.geopotential number by the normal gravity value computed on the
 SS1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1309.degrees latitude (g = 980.6199 gals.).
 SS1309
 SS1309.The modeled gravity was interpolated from observed gravity values.
 SS1309
 SS1309;                    North         East    Units  Estimated Accuracy
 SS1309;SPC MT       -   416,170.      431,220.      MT  (+/- 180 meters Scaled)
 SS1309
 SS1309                          SUPERSEDED SURVEY CONTROL
 SS1309
 SS1309.No superseded survey control is available for this station.
 SS1309
 SS1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU431136(NAD 83)
 SS1309_MARKER: DB = BENCH MARK DISK
 SS1309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1309_SP_SET: STAINLESS STEEL ROD
 SS1309_STAMPING: C 429 1979
 SS1309_PROJECTION: FLUSH
 SS1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1309_ROD/PIPE-DEPTH: 4.57 meters
 SS1309
 SS1309  HISTORY     - Date     Condition        Report By
 SS1309  HISTORY     - 1979     MONUMENTED       NGS
 SS1309
 SS1309                          STATION DESCRIPTION
 SS1309
 SS1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1309'5.2 MI SOUTH FROM BRADY.
 SS1309'5.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE STATE HIGHWAY
 SS1309'365 OVERPASS IN BRADY, 90 FEET WEST OF THE CENTERLINE OF THE
 SS1309'SOUTH BOUND LANES OF THE HIGHWAY, 64 FEET WEST OF MILE MARKER NUMBER
 SS1309'323, 63 FEET NORTH OF A 4X4 INCH BY 2 FOOT CONCRETE STATE HIGHWAY
 SS1309'STATION MARK NUMBER 1700, AND 1.8 FOOT EAST OF A FENCE.  NOTE=REFUSAL
 SS1309'WAS REACHED AT 15 FEET.  ACCESS TO DISK IS THROUGH A 4 INCH PLASTIC
 SS1309'SCREW PLUG.
 SS1309'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SS1309'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0209 ***********************************************************************
 RV0209  DESIGNATION -  C 43
 RV0209  PID         -  RV0209
 RV0209  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0209  USGS QUAD   -  WALLUM (1986)
 RV0209
 RV0209                         *CURRENT SURVEY CONTROL
 RV0209  ___________________________________________________________________
 RV0209* NAD 83(1986)-  46 23 32.     (N)    109 20 01.     (W)     SCALED    
 RV0209* NAVD 88     -      1156.439  (meters)    3794.08   (feet)  ADJUSTED  
 RV0209  ___________________________________________________________________
 RV0209  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 RV0209  DYNAMIC HT  -        1156.243 (meters)    3793.44  (feet)  COMP
 RV0209  MODELED GRAV-     980,404.7   (mgal)                       NAVD 88
 RV0209
 RV0209  VERT ORDER  -  FIRST     CLASS II
 RV0209
 RV0209.The horizontal coordinates were scaled from a topographic map and have
 RV0209.an estimated accuracy of +/- 6 seconds.
 RV0209
 RV0209.The orthometric height was determined by differential leveling
 RV0209.and adjusted by the National Geodetic Survey in June 1991..
 RV0209
 RV0209.The geoid height was determined by GEOID03.
 RV0209
 RV0209.The dynamic height is computed by dividing the NAVD 88
 RV0209.geopotential number by the normal gravity value computed on the
 RV0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0209.degrees latitude (g = 980.6199 gals.).
 RV0209
 RV0209.The modeled gravity was interpolated from observed gravity values.
 RV0209
 RV0209;                    North         East    Units  Estimated Accuracy
 RV0209;SPC MT       -   238,070.      612,790.      MT  (+/- 180 meters Scaled)
 RV0209
 RV0209                          SUPERSEDED SURVEY CONTROL
 RV0209
 RV0209  NGVD 29 (??/??/92) 1155.579  (m)         3791.26   (f) ADJ UNCH    1 2
 RV0209
 RV0209.Superseded values are not recommended for survey control.
 RV0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0209.See file dsdata.txt to determine how the superseded data were derived.
 RV0209
 RV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS281389(NAD 83)
 RV0209_MARKER: DB = BENCH MARK DISK
 RV0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0209_SP_SET: ABUTMENT
 RV0209_STAMPING: C 43 1931
 RV0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0209
 RV0209  HISTORY     - Date     Condition        Report By
 RV0209  HISTORY     - 1931     MONUMENTED       CGS
 RV0209  HISTORY     - 1962     GOOD             NGS
 RV0209
 RV0209                          STATION DESCRIPTION
 RV0209
 RV0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0209'3.45 MI NW FROM FRANKLIN.
 RV0209'3.45 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0209'CROSSING AT FRANKLIN, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 RV0209'CONCRETE ABUTMENT OF BRIDGE OVER CARELESS CREEK, 7.9 FEET NORTHEAST OF
 RV0209'THE NORTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1280 ***********************************************************************
 SS1280  DESIGNATION -  C 430
 SS1280  PID         -  SS1280
 SS1280  STATE/COUNTY-  MT/CASCADE
 SS1280  USGS QUAD   -  VAUGHN (1994)
 SS1280
 SS1280                         *CURRENT SURVEY CONTROL
 SS1280  ___________________________________________________________________
 SS1280* NAD 83(1986)-  47 37 03.     (N)    111 34 43.     (W)     SCALED    
 SS1280* NAVD 88     -      1073.089  (meters)    3520.63   (feet)  ADJUSTED  
 SS1280  ___________________________________________________________________
 SS1280  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS1280  DYNAMIC HT  -        1073.028 (meters)    3520.43  (feet)  COMP
 SS1280  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 SS1280
 SS1280  VERT ORDER  -  FIRST     CLASS II
 SS1280
 SS1280.The horizontal coordinates were scaled from a topographic map and have
 SS1280.an estimated accuracy of +/- 6 seconds.
 SS1280
 SS1280.The orthometric height was determined by differential leveling
 SS1280.and adjusted by the National Geodetic Survey in June 1991..
 SS1280
 SS1280.The geoid height was determined by GEOID03.
 SS1280
 SS1280.The dynamic height is computed by dividing the NAVD 88
 SS1280.geopotential number by the normal gravity value computed on the
 SS1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1280.degrees latitude (g = 980.6199 gals.).
 SS1280
 SS1280.The modeled gravity was interpolated from observed gravity values.
 SS1280
 SS1280;                    North         East    Units  Estimated Accuracy
 SS1280;SPC MT       -   376,260.      443,840.      MT  (+/- 180 meters Scaled)
 SS1280
 SS1280                          SUPERSEDED SURVEY CONTROL
 SS1280
 SS1280.No superseded survey control is available for this station.
 SS1280
 SS1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT565739(NAD 83)
 SS1280_MARKER: DB = BENCH MARK DISK
 SS1280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1280_SP_SET: STAINLESS STEEL ROD
 SS1280_STAMPING: C 430 1979
 SS1280_PROJECTION: FLUSH
 SS1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1280_ROD/PIPE-DEPTH: 6.10 meters
 SS1280
 SS1280  HISTORY     - Date     Condition        Report By
 SS1280  HISTORY     - 1979     MONUMENTED       NGS
 SS1280
 SS1280                          STATION DESCRIPTION
 SS1280
 SS1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1280'4.6 MI NORTH FROM VAUGHN.
 SS1280'4.6 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM U.S. HIGHWAY 89 AND
 SS1280'EXIT 290 OVERPASS LEADING INTO VAUGHN, 220 FEET SOUTHWEST OF MILE
 SS1280'MARKER NUMBER 295, 135 FEET SOUTH OF THE SOUTH END OF A GUARD RAIL,
 SS1280'97 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 SS1280'HIGHWAY, AND 2.8 FEET WEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 SS1280'20 FEET.  ACCESS TO DISK IS THROUGH A 4 INCH SCREW PLUG.
 SS1280'THE MARK IS 2.7 FT  S FROM A WITNESS POST.
 SS1280'THE MARK IS 10 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0412 ***********************************************************************
 TL0412  DESIGNATION -  C 431
 TL0412  PID         -  TL0412
 TL0412  STATE/COUNTY-  MT/TOOLE
 TL0412  USGS QUAD   -  SUNBURST (1986)
 TL0412
 TL0412                         *CURRENT SURVEY CONTROL
 TL0412  ___________________________________________________________________
 TL0412* NAD 83(1986)-  48 59 07.     (N)    111 57 36.     (W)     SCALED    
 TL0412* NAVD 88     -      1109.220  (meters)    3639.17   (feet)  ADJUSTED  
 TL0412  ___________________________________________________________________
 TL0412  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 TL0412  DYNAMIC HT  -        1109.336 (meters)    3639.55  (feet)  COMP
 TL0412  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 TL0412
 TL0412  VERT ORDER  -  FIRST     CLASS II
 TL0412
 TL0412.The horizontal coordinates were scaled from a topographic map and have
 TL0412.an estimated accuracy of +/- 6 seconds.
 TL0412
 TL0412.The orthometric height was determined by differential leveling
 TL0412.and adjusted by the National Geodetic Survey in June 1991..
 TL0412
 TL0412.The geoid height was determined by GEOID03.
 TL0412
 TL0412.The dynamic height is computed by dividing the NAVD 88
 TL0412.geopotential number by the normal gravity value computed on the
 TL0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0412.degrees latitude (g = 980.6199 gals.).
 TL0412
 TL0412.The modeled gravity was interpolated from observed gravity values.
 TL0412
 TL0412;                    North         East    Units  Estimated Accuracy
 TL0412;SPC MT       -   529,060.      419,980.      MT  (+/- 180 meters Scaled)
 TL0412
 TL0412                          SUPERSEDED SURVEY CONTROL
 TL0412
 TL0412.No superseded survey control is available for this station.
 TL0412
 TL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV297262(NAD 83)
 TL0412_MARKER: DB = BENCH MARK DISK
 TL0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0412_SP_SET: STAINLESS STEEL ROD
 TL0412_STAMPING: C 431 1978
 TL0412_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0412_ROD/PIPE-DEPTH: 5.49 meters
 TL0412
 TL0412  HISTORY     - Date     Condition        Report By
 TL0412  HISTORY     - 1978     MONUMENTED       NGS
 TL0412
 TL0412                          STATION DESCRIPTION
 TL0412
 TL0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0412'0.9 MI SOUTH FROM SWEETGRASS.
 TL0412'0.9 MILE SOUTH ALONG INTERSTATE 15 FROM THE UNITED STATES-CANADA
 TL0412'BORDER IN SWEETGRASS.  AT AN ANGLE IN THE WEST RIGHT OF WAY FENCE,
 TL0412'AT THE NORTH END OF A CUT, 0.2 MILE NORTH OF MILE POST 397, 81 FEET
 TL0412'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF INTERSTATE 15, 1.6
 TL0412'FEET EAST OF THE WEST RIGHT OF WAY FENCE, AND 1.0 FOOT NORTH OF A
 TL0412'WITNESS POST.  DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD
 TL0412'THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0412'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0412'THE MARK IS 3 FT ABOVE INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0376 ***********************************************************************
 TL0376  DESIGNATION -  C 432
 TL0376  PID         -  TL0376
 TL0376  STATE/COUNTY-  MT/TOOLE
 TL0376  USGS QUAD   -  OILMONT (1986)
 TL0376
 TL0376                         *CURRENT SURVEY CONTROL
 TL0376  ___________________________________________________________________
 TL0376* NAD 83(1986)-  48 40 54.     (N)    111 51 45.     (W)     SCALED    
 TL0376* NAVD 88     -      1038.669  (meters)    3407.70   (feet)  ADJUSTED  
 TL0376  ___________________________________________________________________
 TL0376  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 TL0376  DYNAMIC HT  -        1038.755 (meters)    3407.98  (feet)  COMP
 TL0376  MODELED GRAV-     980,657.1   (mgal)                       NAVD 88
 TL0376
 TL0376  VERT ORDER  -  FIRST     CLASS II
 TL0376
 TL0376.The horizontal coordinates were scaled from a topographic map and have
 TL0376.an estimated accuracy of +/- 6 seconds.
 TL0376
 TL0376.The orthometric height was determined by differential leveling
 TL0376.and adjusted by the National Geodetic Survey in June 1991..
 TL0376
 TL0376.The geoid height was determined by GEOID03.
 TL0376
 TL0376.The dynamic height is computed by dividing the NAVD 88
 TL0376.geopotential number by the normal gravity value computed on the
 TL0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0376.degrees latitude (g = 980.6199 gals.).
 TL0376
 TL0376.The modeled gravity was interpolated from observed gravity values.
 TL0376
 TL0376;                    North         East    Units  Estimated Accuracy
 TL0376;SPC MT       -   495,090.      426,090.      MT  (+/- 180 meters Scaled)
 TL0376
 TL0376                          SUPERSEDED SURVEY CONTROL
 TL0376
 TL0376.No superseded survey control is available for this station.
 TL0376
 TL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU365924(NAD 83)
 TL0376_MARKER: DB = BENCH MARK DISK
 TL0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0376_SP_SET: STAINLESS STEEL ROD
 TL0376_STAMPING: C 432 1978
 TL0376_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0376_ROD/PIPE-DEPTH: 6.10 meters
 TL0376
 TL0376  HISTORY     - Date     Condition        Report By
 TL0376  HISTORY     - 1978     MONUMENTED       NGS
 TL0376
 TL0376                          STATION DESCRIPTION
 TL0376
 TL0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0376'11.7 MI NORTH FROM SHELBY.
 TL0376'11.7 MILES NORTH ALONG INTERSTATE 15 FROM ITS INTERSECTION WITH
 TL0376'U.S. HIGHWAY 2 IN SHELBY, 0.2 MILE NORTH OF MILE POST 375, AT THE
 TL0376'SOUTHEAST CORNER OF A DIRT ROAD LEADING EAST, 167 FEET EAST OF THE
 TL0376'CENTERLINE OF INTERSTATE 15, 24.5 FEET SOUTH OF THE CENTERLINE OF
 TL0376'A DIRT ROAD, 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, AND 1 FOOT
 TL0376'NORTH OF A WITNESS POST.  DISK IS SET LEVEL WITH THE GROUND, ACCESS
 TL0376'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0376'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0376'THE MARK IS 1 FT BELOW THE CENTERLINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0335 ***********************************************************************
 TL0335  DESIGNATION -  C 433
 TL0335  PID         -  TL0335
 TL0335  STATE/COUNTY-  MT/TOOLE
 TL0335  USGS QUAD   -  PIONEER SCHOOL (1967)
 TL0335
 TL0335                         *CURRENT SURVEY CONTROL
 TL0335  ___________________________________________________________________
 TL0335* NAD 83(1986)-  48 21 52.     (N)    111 56 04.     (W)     SCALED    
 TL0335* NAVD 88     -      1080.516  (meters)    3544.99   (feet)  ADJUSTED  
 TL0335  ___________________________________________________________________
 TL0335  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 TL0335  DYNAMIC HT  -        1080.552 (meters)    3545.11  (feet)  COMP
 TL0335  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 TL0335  OBS GRAVITY -     980,605.1   (mgal)                       GRAV_OBS
 TL0335
 TL0335  VERT ORDER  -  FIRST     CLASS II
 TL0335
 TL0335.The horizontal coordinates were scaled from a topographic map and have
 TL0335.an estimated accuracy of +/- 6 seconds.
 TL0335
 TL0335.The orthometric height was determined by differential leveling
 TL0335.and adjusted by the National Geodetic Survey in June 1991..
 TL0335
 TL0335.The geoid height was determined by GEOID03.
 TL0335
 TL0335.The dynamic height is computed by dividing the NAVD 88
 TL0335.geopotential number by the normal gravity value computed on the
 TL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0335.degrees latitude (g = 980.6199 gals.).
 TL0335
 TL0335.The modeled gravity was interpolated from observed gravity values.
 TL0335.The observed gravity was obtained from relative gravimeter ties
 TL0335.to the IGSN71 gravity network.
 TL0335
 TL0335;                    North         East    Units  Estimated Accuracy
 TL0335;SPC MT       -   460,010.      419,700.      MT  (+/- 180 meters Scaled)
 TL0335
 TL0335                          SUPERSEDED SURVEY CONTROL
 TL0335
 TL0335.No superseded survey control is available for this station.
 TL0335
 TL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU307572(NAD 83)
 TL0335_MARKER: DB = BENCH MARK DISK
 TL0335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0335_SP_SET: STAINLESS STEEL ROD
 TL0335_STAMPING: C 433 1979
 TL0335_PROJECTION: FLUSH
 TL0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0335_ROD/PIPE-DEPTH: 6.10 meters
 TL0335
 TL0335  HISTORY     - Date     Condition        Report By
 TL0335  HISTORY     - 1979     MONUMENTED       NGS
 TL0335
 TL0335                          STATION DESCRIPTION
 TL0335
 TL0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0335'11.2 MI SOUTH FROM SHELBY.
 TL0335'11.2 MILES SOUTH ALONG INTERSTATE 15 FROM THE JUNCTION OF U.S.
 TL0335'HIGHWAY 2 IN SHELBY, 103.6 FEET SOUTH OF THE CENTER OF A PAVED
 TL0335'ROAD LEADING EAST AND WEST, 99.6 FEET WEST OF THE CENTER OF THE
 TL0335'SOUTH BOUND LANES OF THE HIGHWAY, 87.7 FEET SOUTH OF THE SOUTHWEST
 TL0335'SUPPORT COLUMN OF AN OVERPASS AND 6 FEET SOUTH OF A UTILITY POLE
 TL0335'WITH GUY WIRE ATTACHED.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 TL0335'SCREW PLUG.
 TL0335'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0448 ***********************************************************************
 TL0448  DESIGNATION -  C 434
 TL0448  PID         -  TL0448
 TL0448  STATE/COUNTY-  MT/TOOLE
 TL0448  USGS QUAD   -  DEVON (1970)
 TL0448
 TL0448                         *CURRENT SURVEY CONTROL
 TL0448  ___________________________________________________________________
 TL0448* NAD 83(1986)-  48 27 43.     (N)    111 24 21.     (W)     SCALED    
 TL0448* NAVD 88     -       936.271  (meters)    3071.75   (feet)  ADJUSTED  
 TL0448  ___________________________________________________________________
 TL0448  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 TL0448  DYNAMIC HT  -         936.349 (meters)    3072.01  (feet)  COMP
 TL0448  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 TL0448  OBS GRAVITY -     980,664.0   (mgal)                       GRAV_OBS
 TL0448
 TL0448  VERT ORDER  -  FIRST     CLASS II
 TL0448
 TL0448.The horizontal coordinates were scaled from a topographic map and have
 TL0448.an estimated accuracy of +/- 6 seconds.
 TL0448
 TL0448.The orthometric height was determined by differential leveling
 TL0448.and adjusted by the National Geodetic Survey in June 1991..
 TL0448
 TL0448.The geoid height was determined by GEOID03.
 TL0448
 TL0448.The dynamic height is computed by dividing the NAVD 88
 TL0448.geopotential number by the normal gravity value computed on the
 TL0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0448.degrees latitude (g = 980.6199 gals.).
 TL0448
 TL0448.The modeled gravity was interpolated from observed gravity values.
 TL0448.The observed gravity was obtained from relative gravimeter ties
 TL0448.to the IGSN71 gravity network.
 TL0448
 TL0448;                    North         East    Units  Estimated Accuracy
 TL0448;SPC MT       -   469,760.      459,110.      MT  (+/- 180 meters Scaled)
 TL0448
 TL0448                          SUPERSEDED SURVEY CONTROL
 TL0448
 TL0448.No superseded survey control is available for this station.
 TL0448
 TL0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU699677(NAD 83)
 TL0448_MARKER: DB = BENCH MARK DISK
 TL0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0448_SP_SET: STAINLESS STEEL ROD
 TL0448_STAMPING: C 434 1979
 TL0448_PROJECTION: FLUSH
 TL0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0448_ROD/PIPE-DEPTH: 7.62 meters
 TL0448
 TL0448  HISTORY     - Date     Condition        Report By
 TL0448  HISTORY     - 1979     MONUMENTED       NGS
 TL0448
 TL0448                          STATION DESCRIPTION
 TL0448
 TL0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0448'20.8 MI WEST FROM CHESTER.
 TL0448'20.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0448'IN CHESTER, 3.3 MILES EAST OF A ROAD LEADING NORTH TO DEVON, 136
 TL0448'FEET SOUTHEAST OF MILE MARKER NUMBER 301, 78.4 FEET SOUTH OF THE
 TL0448'CENTER OF THE HIGHWAY, 25.2 FEET WEST OF THE CENTER OF A FIELD
 TL0448'ROAD LEADING SOUTH AND 2.3 FEET NORTH OF A WIRE FENCE.  ACCESS TO
 TL0448'THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0448'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1254 ***********************************************************************
 SS1254  DESIGNATION -  C 435
 SS1254  PID         -  SS1254
 SS1254  STATE/COUNTY-  MT/CASCADE
 SS1254  USGS QUAD   -  HARDY (1961)
 SS1254
 SS1254                         *CURRENT SURVEY CONTROL
 SS1254  ___________________________________________________________________
 SS1254* NAD 83(1986)-  47 11 44.     (N)    111 47 47.     (W)     SCALED    
 SS1254* NAVD 88     -      1035.554  (meters)    3397.48   (feet)  ADJUSTED  
 SS1254  ___________________________________________________________________
 SS1254  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 SS1254  DYNAMIC HT  -        1035.431 (meters)    3397.08  (feet)  COMP
 SS1254  MODELED GRAV-     980,459.6   (mgal)                       NAVD 88
 SS1254
 SS1254  VERT ORDER  -  FIRST     CLASS II
 SS1254
 SS1254.The horizontal coordinates were scaled from a topographic map and have
 SS1254.an estimated accuracy of +/- 6 seconds.
 SS1254
 SS1254.The orthometric height was determined by differential leveling
 SS1254.and adjusted by the National Geodetic Survey in June 1991..
 SS1254
 SS1254.The geoid height was determined by GEOID03.
 SS1254
 SS1254.The dynamic height is computed by dividing the NAVD 88
 SS1254.geopotential number by the normal gravity value computed on the
 SS1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1254.degrees latitude (g = 980.6199 gals.).
 SS1254
 SS1254.The modeled gravity was interpolated from observed gravity values.
 SS1254
 SS1254;                    North         East    Units  Estimated Accuracy
 SS1254;SPC MT       -   329,850.      426,110.      MT  (+/- 180 meters Scaled)
 SS1254
 SS1254                          SUPERSEDED SURVEY CONTROL
 SS1254
 SS1254.No superseded survey control is available for this station.
 SS1254
 SS1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT396272(NAD 83)
 SS1254_MARKER: DB = BENCH MARK DISK
 SS1254_SETTING: 66 = SET IN ROCK OUTCROP
 SS1254_SP_SET: ROCK OUTCROP
 SS1254_STAMPING: C 435 1979
 SS1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1254+STABILITY: POSITION/ELEVATION WELL
 SS1254
 SS1254  HISTORY     - Date     Condition        Report By
 SS1254  HISTORY     - 1979     MONUMENTED       NGS
 SS1254
 SS1254                          STATION DESCRIPTION
 SS1254
 SS1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1254'7.4 MI SW FROM CASCADE.
 SS1254'4.1 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SS1254'STATION IN CASCADE TO BENCH MARK 328, THENCE 3.3 MILES SOUTHWEST
 SS1254'ALONG INTERSTATE HIGHWAY 15, SET IN THE SOUTH END OF A ROCK OUTCROP
 SS1254'ON THE NORTHWEST SIDE OF THE HIGHWAY, 106.5 FEET NORTHWEST OF THE
 SS1254'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.4 FOOT
 SS1254'NORTH OF THE SOUTH END OF THE OUTCROP.
 SS1254'THE MARK IS 2.4 FT  NNE FROM A WITNESS POST.
 SS1254'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0470 ***********************************************************************
 ST0470  DESIGNATION -  C 436
 ST0470  PID         -  ST0470
 ST0470  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0470  USGS QUAD   -  WOLF CREEK (1979)
 ST0470
 ST0470                         *CURRENT SURVEY CONTROL
 ST0470  ___________________________________________________________________
 ST0470* NAD 83(1986)-  47 01 28.     (N)    112 01 56.     (W)     SCALED    
 ST0470* NAVD 88     -      1101.247  (meters)    3613.01   (feet)  ADJUSTED  
 ST0470  ___________________________________________________________________
 ST0470  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 ST0470  DYNAMIC HT  -        1101.107 (meters)    3612.55  (feet)  COMP
 ST0470  MODELED GRAV-     980,448.3   (mgal)                       NAVD 88
 ST0470
 ST0470  VERT ORDER  -  FIRST     CLASS II
 ST0470
 ST0470.The horizontal coordinates were scaled from a topographic map and have
 ST0470.an estimated accuracy of +/- 6 seconds.
 ST0470
 ST0470.The orthometric height was determined by differential leveling
 ST0470.and adjusted by the National Geodetic Survey in June 1991..
 ST0470
 ST0470.The geoid height was determined by GEOID03.
 ST0470
 ST0470.The dynamic height is computed by dividing the NAVD 88
 ST0470.geopotential number by the normal gravity value computed on the
 ST0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0470.degrees latitude (g = 980.6199 gals.).
 ST0470
 ST0470.The modeled gravity was interpolated from observed gravity values.
 ST0470
 ST0470;                    North         East    Units  Estimated Accuracy
 ST0470;SPC MT       -   311,400.      407,650.      MT  (+/- 180 meters Scaled)
 ST0470
 ST0470                          SUPERSEDED SURVEY CONTROL
 ST0470
 ST0470.No superseded survey control is available for this station.
 ST0470
 ST0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT215083(NAD 83)
 ST0470_MARKER: DB = BENCH MARK DISK
 ST0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ST0470_SP_SET: STAINLESS STEEL ROD
 ST0470_STAMPING: C 436 1979
 ST0470_PROJECTION: FLUSH
 ST0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0470_ROD/PIPE-DEPTH: 7.62 meters
 ST0470
 ST0470  HISTORY     - Date     Condition        Report By
 ST0470  HISTORY     - 1979     MONUMENTED       NGS
 ST0470
 ST0470                          STATION DESCRIPTION
 ST0470
 ST0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ST0470'2.6 MI NE FROM WOLF CREEK.
 ST0470'2.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM STATE HIGHWAY
 ST0470'434 AND EXIT 226 OVERPASS IN WOLF CREEK, 82.3 FEET WEST OF THE
 ST0470'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.5 FEET
 ST0470'EAST OF A FENCE.  NOTE=ACCESS TO DISK IS THROUGH A 4 INCH SCREW PLUG.
 ST0470'THE MARK IS 1.7 FT  N FROM A WITNESS POST.
 ST0470'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0808 ***********************************************************************
 RX0808  DESIGNATION -  C 437
 RX0808  PID         -  RX0808
 RX0808  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0808  USGS QUAD   -  AUSTIN (1985)
 RX0808
 RX0808                         *CURRENT SURVEY CONTROL
 RX0808  ___________________________________________________________________
 RX0808* NAD 83(1986)-  46 43 02.     (N)    112 07 47.     (W)     SCALED    
 RX0808* NAVD 88     -      1261.605  (meters)    4139.12   (feet)  ADJUSTED  
 RX0808  ___________________________________________________________________
 RX0808  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0808  DYNAMIC HT  -        1261.333 (meters)    4138.22  (feet)  COMP
 RX0808  MODELED GRAV-     980,354.8   (mgal)                       NAVD 88
 RX0808
 RX0808  VERT ORDER  -  FIRST     CLASS II
 RX0808
 RX0808.The horizontal coordinates were scaled from a topographic map and have
 RX0808.an estimated accuracy of +/- 6 seconds.
 RX0808
 RX0808.The orthometric height was determined by differential leveling
 RX0808.and adjusted by the National Geodetic Survey in June 1991..
 RX0808
 RX0808.The geoid height was determined by GEOID03.
 RX0808
 RX0808.The dynamic height is computed by dividing the NAVD 88
 RX0808.geopotential number by the normal gravity value computed on the
 RX0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0808.degrees latitude (g = 980.6199 gals.).
 RX0808
 RX0808.The modeled gravity was interpolated from observed gravity values.
 RX0808
 RX0808;                    North         East    Units  Estimated Accuracy
 RX0808;SPC MT       -   277,530.      399,100.      MT  (+/- 180 meters Scaled)
 RX0808
 RX0808                          SUPERSEDED SURVEY CONTROL
 RX0808
 RX0808.No superseded survey control is available for this station.
 RX0808
 RX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS136743(NAD 83)
 RX0808_MARKER: DB = BENCH MARK DISK
 RX0808_SETTING: 66 = SET IN ROCK OUTCROP
 RX0808_SP_SET: ROCK OUTCROP
 RX0808_STAMPING: C 437 1979
 RX0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0808+STABILITY: POSITION/ELEVATION WELL
 RX0808
 RX0808  HISTORY     - Date     Condition        Report By
 RX0808  HISTORY     - 1979     MONUMENTED       NGS
 RX0808
 RX0808                          STATION DESCRIPTION
 RX0808
 RX0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0808'12.8 MI NW FROM HELENA.
 RX0808'7.6 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0808'OF BENTON AVENUE IN HELENA, THENCE 0.3 MILE EAST ON A GRAVEL ROAD
 RX0808'TO THE INTERSECTION OF JOHN G. MINES ROAD AND GREEN MEADOW DRIVE,
 RX0808'THENCE 1.1 MILES NORTH ON GREEN MEADOW DRIVE TO LINCOLN DRIVE, AND
 RX0808'THENCE 3.85 MILES NORTHWEST ON LINCOLN DRIVE, 104.8 FEET EAST OF
 RX0808'THE CENTERLINE OF THE ROAD, AND 53.8 FEET EAST OF A FENCE.
 RX0808'THE MARK IS 1.3 FT  E FROM A WITNESS POST.
 RX0808'THE MARK IS 15 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0450 ***********************************************************************
 TJ0450  DESIGNATION -  C 438
 TJ0450  PID         -  TJ0450
 TJ0450  STATE/COUNTY-  MT/PHILLIPS
 TJ0450  USGS QUAD   -  MORGAN (1984)
 TJ0450
 TJ0450                         *CURRENT SURVEY CONTROL
 TJ0450  ___________________________________________________________________
 TJ0450* NAD 83(1986)-  48 56 34.     (N)    107 49 04.     (W)     SCALED    
 TJ0450* NAVD 88     -       794.973  (meters)    2608.17   (feet)  ADJUSTED  
 TJ0450  ___________________________________________________________________
 TJ0450  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0450  DYNAMIC HT  -         795.092 (meters)    2608.56  (feet)  COMP
 TJ0450  MODELED GRAV-     980,732.7   (mgal)                       NAVD 88
 TJ0450
 TJ0450  VERT ORDER  -  FIRST     CLASS II
 TJ0450
 TJ0450.The horizontal coordinates were scaled from a topographic map and have
 TJ0450.an estimated accuracy of +/- 6 seconds.
 TJ0450
 TJ0450.The orthometric height was determined by differential leveling
 TJ0450.and adjusted by the National Geodetic Survey in June 1991..
 TJ0450
 TJ0450.The geoid height was determined by GEOID03.
 TJ0450
 TJ0450.The dynamic height is computed by dividing the NAVD 88
 TJ0450.geopotential number by the normal gravity value computed on the
 TJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0450.degrees latitude (g = 980.6199 gals.).
 TJ0450
 TJ0450.The modeled gravity was interpolated from observed gravity values.
 TJ0450
 TJ0450;                    North         East    Units  Estimated Accuracy
 TJ0450;SPC MT       -   522,830.      723,220.      MT  (+/- 180 meters Scaled)
 TJ0450
 TJ0450                          SUPERSEDED SURVEY CONTROL
 TJ0450
 TJ0450.No superseded survey control is available for this station.
 TJ0450
 TJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ936249(NAD 83)
 TJ0450_MARKER: DB = BENCH MARK DISK
 TJ0450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0450_SP_SET: STAINLESS STEEL ROD
 TJ0450_STAMPING: C 438 1979
 TJ0450_PROJECTION: FLUSH
 TJ0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0450_ROD/PIPE-DEPTH: 3.96 meters
 TJ0450
 TJ0450  HISTORY     - Date     Condition        Report By
 TJ0450  HISTORY     - 1979     MONUMENTED       NGS
 TJ0450
 TJ0450                          STATION DESCRIPTION
 TJ0450
 TJ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0450'4.0 MI SOUTH FROM PORT OF MORGAN.
 TJ0450'4.0 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE U.S.-CANADIAN BORDER
 TJ0450'IN PORT OF MORGAN, 0.05 MILE NORTH OF A TRACK ROAD LEADING EAST, AT
 TJ0450'MILE POST 49, 60 FEET EAST OF THE CENTER OF THE HIGHWAY, 38 FEET
 TJ0450'EAST OF MILE POST 49, AND 1 FOOT WEST OF A FENCE.  NOTE=ACCESS
 TJ0450'TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0450'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 TJ0450'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0429 ***********************************************************************
 TJ0429  DESIGNATION -  C 439
 TJ0429  PID         -  TJ0429
 TJ0429  STATE/COUNTY-  MT/PHILLIPS
 TJ0429  USGS QUAD   -  AUSTIN COULEE (1984)
 TJ0429
 TJ0429                         *CURRENT SURVEY CONTROL
 TJ0429  ___________________________________________________________________
 TJ0429* NAD 83(1986)-  48 44 28.     (N)    107 45 57.     (W)     SCALED    
 TJ0429* NAVD 88     -       842.830  (meters)    2765.18   (feet)  ADJUSTED  
 TJ0429  ___________________________________________________________________
 TJ0429  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0429  DYNAMIC HT  -         842.934 (meters)    2765.53  (feet)  COMP
 TJ0429  MODELED GRAV-     980,704.8   (mgal)                       NAVD 88
 TJ0429
 TJ0429  VERT ORDER  -  FIRST     CLASS II
 TJ0429
 TJ0429.The horizontal coordinates were scaled from a topographic map and have
 TJ0429.an estimated accuracy of +/- 6 seconds.
 TJ0429
 TJ0429.The orthometric height was determined by differential leveling
 TJ0429.and adjusted by the National Geodetic Survey in June 1991..
 TJ0429
 TJ0429.The geoid height was determined by GEOID03.
 TJ0429
 TJ0429.The dynamic height is computed by dividing the NAVD 88
 TJ0429.geopotential number by the normal gravity value computed on the
 TJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0429.degrees latitude (g = 980.6199 gals.).
 TJ0429
 TJ0429.The modeled gravity was interpolated from observed gravity values.
 TJ0429
 TJ0429;                    North         East    Units  Estimated Accuracy
 TJ0429;SPC MT       -   500,490.      727,520.      MT  (+/- 180 meters Scaled)
 TJ0429
 TJ0429                          SUPERSEDED SURVEY CONTROL
 TJ0429
 TJ0429.No superseded survey control is available for this station.
 TJ0429
 TJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ966023(NAD 83)
 TJ0429_MARKER: I = METAL ROD
 TJ0429_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TJ0429_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TJ0429_STAMPING: C 439 1979
 TJ0429_PROJECTION: FLUSH
 TJ0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0429+STABILITY: POSITION/ELEVATION WELL
 TJ0429_ROD/PIPE-DEPTH: 13.7 meters
 TJ0429_SLEEVE-DEPTH  : 12.2 meters
 TJ0429
 TJ0429  HISTORY     - Date     Condition        Report By
 TJ0429  HISTORY     - 1979     MONUMENTED       NGS
 TJ0429
 TJ0429                          STATION DESCRIPTION
 TJ0429
 TJ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0429'7.7 MI SOUTH FROM LORING.
 TJ0429'7.7 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE POST OFFICE IN
 TJ0429'LORING, 0.2 MILE SOUTH OF HIGHWAY MILE MARKER 30, AT THE SOUTH END OF
 TJ0429'A LONG CURVE NORTH-SOUTH TO EAST-WEST, 70.5 FEET WEST OF THE
 TJ0429'CENTERLINE OF THE HIGHWAY, AND 7 FEET EAST OF A FENCE.
 TJ0429'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0429'THE MARK IS 2 FT  NNW FROM A WITNESS POST.
 TJ0429'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0168 ***********************************************************************
 QW0168  DESIGNATION -  C 44
 QW0168  PID         -  QW0168
 QW0168  STATE/COUNTY-  MT/YELLOWSTONE
 QW0168  USGS QUAD   -  COMANCHE (1956)
 QW0168
 QW0168                         *CURRENT SURVEY CONTROL
 QW0168  ___________________________________________________________________
 QW0168* NAD 83(1986)-  45 59 02.     (N)    108 45 25.     (W)     SCALED    
 QW0168* NAVD 88     -      1142.533  (meters)    3748.46   (feet)  ADJUSTED  
 QW0168  ___________________________________________________________________
 QW0168  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 QW0168  DYNAMIC HT  -        1142.292 (meters)    3747.67  (feet)  COMP
 QW0168  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 QW0168
 QW0168  VERT ORDER  -  FIRST     CLASS II
 QW0168
 QW0168.The horizontal coordinates were scaled from a topographic map and have
 QW0168.an estimated accuracy of +/- 6 seconds.
 QW0168
 QW0168.The orthometric height was determined by differential leveling
 QW0168.and adjusted by the National Geodetic Survey in June 1991..
 QW0168
 QW0168.The geoid height was determined by GEOID03.
 QW0168
 QW0168.The dynamic height is computed by dividing the NAVD 88
 QW0168.geopotential number by the normal gravity value computed on the
 QW0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0168.degrees latitude (g = 980.6199 gals.).
 QW0168
 QW0168.The modeled gravity was interpolated from observed gravity values.
 QW0168
 QW0168;                    North         East    Units  Estimated Accuracy
 QW0168;SPC MT       -   192,960.      657,550.      MT  (+/- 180 meters Scaled)
 QW0168
 QW0168                          SUPERSEDED SURVEY CONTROL
 QW0168
 QW0168  NGVD 29 (??/??/92) 1141.703  (m)         3745.74   (f) ADJ UNCH    1 2
 QW0168
 QW0168.Superseded values are not recommended for survey control.
 QW0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0168.See file dsdata.txt to determine how the superseded data were derived.
 QW0168
 QW0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR737947(NAD 83)
 QW0168_MARKER: DB = BENCH MARK DISK
 QW0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0168_STAMPING: C 44 1931
 QW0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0168+STABILITY: SURFACE MOTION
 QW0168
 QW0168  HISTORY     - Date     Condition        Report By
 QW0168  HISTORY     - 1931     MONUMENTED       CGS
 QW0168  HISTORY     - 1962     GOOD             NGS
 QW0168
 QW0168                          STATION DESCRIPTION
 QW0168
 QW0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QW0168'1.15 MI SE FROM COMANCHE.
 QW0168'1.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE GRAIN
 QW0168'ELEVATOR AT COMANCHE, 0.3 MILE SOUTHEAST OF MILEPOST 27, 96 FEET
 QW0168'NORTHEAST OF THE NORTHEAST RAIL, 98 FEET EAST-NORTHEAST OF A ONE MILE
 QW0168'SIGN, 53 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 3, 1.8
 QW0168'FEET SOUTHWEST OF A FENCE, 0.9 FOOT SOUTHEAST OF A WITNESS POST, ABOUT
 QW0168'4 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 QW0168'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0825 ***********************************************************************
 RX0825  DESIGNATION -  C 440
 RX0825  PID         -  RX0825
 RX0825  STATE/COUNTY-  MT/JEFFERSON
 RX0825  USGS QUAD   -  WICKES (1996)
 RX0825
 RX0825                         *CURRENT SURVEY CONTROL
 RX0825  ___________________________________________________________________
 RX0825* NAD 83(1986)-  46 19 38.     (N)    112 04 11.     (W)     SCALED    
 RX0825* NAVD 88     -      1679.236  (meters)    5509.29   (feet)  ADJUSTED  
 RX0825  ___________________________________________________________________
 RX0825  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 RX0825  DYNAMIC HT  -        1678.675 (meters)    5507.45  (feet)  COMP
 RX0825  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 RX0825
 RX0825  VERT ORDER  -  FIRST     CLASS II
 RX0825
 RX0825.The horizontal coordinates were scaled from a topographic map and have
 RX0825.an estimated accuracy of +/- 6 seconds.
 RX0825
 RX0825.The orthometric height was determined by differential leveling
 RX0825.and adjusted by the National Geodetic Survey in June 1991..
 RX0825
 RX0825.The geoid height was determined by GEOID03.
 RX0825
 RX0825.The dynamic height is computed by dividing the NAVD 88
 RX0825.geopotential number by the normal gravity value computed on the
 RX0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0825.degrees latitude (g = 980.6199 gals.).
 RX0825
 RX0825.The modeled gravity was interpolated from observed gravity values.
 RX0825
 RX0825;                    North         East    Units  Estimated Accuracy
 RX0825;SPC MT       -   234,080.      402,260.      MT  (+/- 180 meters Scaled)
 RX0825
 RX0825                          SUPERSEDED SURVEY CONTROL
 RX0825
 RX0825.No superseded survey control is available for this station.
 RX0825
 RX0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS176309(NAD 83)
 RX0825_MARKER: DB = BENCH MARK DISK
 RX0825_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0825_SP_SET: STAINLESS STEEL ROD
 RX0825_STAMPING: C 440 1979
 RX0825_PROJECTION: FLUSH
 RX0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0825_ROD/PIPE-DEPTH: 6.10 meters
 RX0825
 RX0825  HISTORY     - Date     Condition        Report By
 RX0825  HISTORY     - 1979     MONUMENTED       NGS
 RX0825
 RX0825                          STATION DESCRIPTION
 RX0825
 RX0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0825'4.8 MI SW FROM JEFFERSON CITY.
 RX0825'4.8 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 176 OVERPASS
 RX0825'IN JEFFERSON CITY, 25 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 RX0825'LANES OF THE HIGHWAY, AND 2.1 FEET WEST OF A GUARD RAIL.  NOTE=REFUSAL
 RX0825'WAS REACHED AT 20 FEET, ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW
 RX0825'PLUG.
 RX0825'THE MARK IS 2 FT  N FROM A WITNESS POST.
 RX0825'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0387 ***********************************************************************
 TK0387  DESIGNATION -  C 441
 TK0387  PID         -  TK0387
 TK0387  STATE/COUNTY-  MT/PHILLIPS
 TK0387  USGS QUAD   -  WAGNER (1965)
 TK0387
 TK0387                         *CURRENT SURVEY CONTROL
 TK0387  ___________________________________________________________________
 TK0387* NAD 83(1986)-  48 22 09.     (N)    108 04 55.     (W)     SCALED    
 TK0387* NAVD 88     -       694.572  (meters)    2278.78   (feet)  ADJUSTED  
 TK0387  ___________________________________________________________________
 TK0387  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 TK0387  DYNAMIC HT  -         694.644 (meters)    2279.01  (feet)  COMP
 TK0387  MODELED GRAV-     980,691.5   (mgal)                       NAVD 88
 TK0387
 TK0387  VERT ORDER  -  FIRST     CLASS II
 TK0387
 TK0387.The horizontal coordinates were scaled from a topographic map and have
 TK0387.an estimated accuracy of +/- 6 seconds.
 TK0387
 TK0387.The orthometric height was determined by differential leveling
 TK0387.and adjusted by the National Geodetic Survey in June 1991..
 TK0387
 TK0387.The geoid height was determined by GEOID03.
 TK0387
 TK0387.The dynamic height is computed by dividing the NAVD 88
 TK0387.geopotential number by the normal gravity value computed on the
 TK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0387.degrees latitude (g = 980.6199 gals.).
 TK0387
 TK0387.The modeled gravity was interpolated from observed gravity values.
 TK0387
 TK0387;                    North         East    Units  Estimated Accuracy
 TK0387;SPC MT       -   458,680.      705,030.      MT  (+/- 180 meters Scaled)
 TK0387
 TK0387                          SUPERSEDED SURVEY CONTROL
 TK0387
 TK0387.No superseded survey control is available for this station.
 TK0387
 TK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU161614(NAD 83)
 TK0387_MARKER: DB = BENCH MARK DISK
 TK0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0387_SP_SET: STAINLESS STEEL ROD
 TK0387_STAMPING: C 441 1979
 TK0387_PROJECTION: FLUSH
 TK0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0387_ROD/PIPE-DEPTH: 7.62 meters
 TK0387
 TK0387  HISTORY     - Date     Condition        Report By
 TK0387  HISTORY     - 1979     MONUMENTED       NGS
 TK0387
 TK0387                          STATION DESCRIPTION
 TK0387
 TK0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0387'0.2 MI WEST FROM WAGNER.
 TK0387'0.2 MILE WEST ALONG A DIRT ROAD PARALLELING THE BURLINGTON NORTHERN
 TK0387'RAILROAD TRACK FROM THE MAIN CROSS ROAD IN WAGNER, AT A MONTANA
 TK0387'POWER COMPANY SUBSTATION, 33.4 FEET SOUTH OF THE CENTER OF THE ROAD,
 TK0387'4.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE,
 TK0387'AND 3 FEET NORTH OF THE CHAIN LINK FENCE.  NOTE=ACCESS TO THE DISK
 TK0387'IS THROUGH A 4-INCH SCREW PLUG.
 TK0387'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 TK0387'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0444 ***********************************************************************
 TN0444  DESIGNATION -  C 442
 TN0444  PID         -  TN0444
 TN0444  STATE/COUNTY-  MT/FLATHEAD
 TN0444  USGS QUAD   -  KALISPELL (1994)
 TN0444
 TN0444                         *CURRENT SURVEY CONTROL
 TN0444  ___________________________________________________________________
 TN0444* NAD 83(1986)-  48 08 19.     (N)    114 18 12.     (W)     SCALED    
 TN0444* NAVD 88     -       925.514  (meters)    3036.46   (feet)  ADJUSTED  
 TN0444  ___________________________________________________________________
 TN0444  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TN0444  DYNAMIC HT  -         925.504 (meters)    3036.42  (feet)  COMP
 TN0444  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 TN0444
 TN0444  VERT ORDER  -  FIRST     CLASS II
 TN0444
 TN0444.The horizontal coordinates were scaled from a topographic map and have
 TN0444.an estimated accuracy of +/- 6 seconds.
 TN0444
 TN0444.The orthometric height was determined by differential leveling
 TN0444.and adjusted by the National Geodetic Survey in June 1991..
 TN0444
 TN0444.The geoid height was determined by GEOID03.
 TN0444
 TN0444.The dynamic height is computed by dividing the NAVD 88
 TN0444.geopotential number by the normal gravity value computed on the
 TN0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0444.degrees latitude (g = 980.6199 gals.).
 TN0444
 TN0444.The modeled gravity was interpolated from observed gravity values.
 TN0444
 TN0444;                    North         East    Units  Estimated Accuracy
 TN0444;SPC MT       -   443,060.      242,880.      MT  (+/- 180 meters Scaled)
 TN0444
 TN0444                          SUPERSEDED SURVEY CONTROL
 TN0444
 TN0444.No superseded survey control is available for this station.
 TN0444
 TN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP006352(NAD 83)
 TN0444_MARKER: DB = BENCH MARK DISK
 TN0444_SETTING: 66 = SET IN ROCK OUTCROP
 TN0444_SP_SET: ROCK OUTCROP
 TN0444_STAMPING: C 442 1979
 TN0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0444+STABILITY: POSITION/ELEVATION WELL
 TN0444
 TN0444  HISTORY     - Date     Condition        Report By
 TN0444  HISTORY     - 1979     MONUMENTED       NGS
 TN0444
 TN0444                          STATION DESCRIPTION
 TN0444
 TN0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0444'4.6 MI SOUTH FROM KALISPELL.
 TN0444'1.2 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF U. S.
 TN0444'HIGHWAY 2 IN KALISPELL, THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY
 TN0444'503, ACROSS HIGHWAY 503 FROM A LOG CABIN, IN TOP OF THE LOWER PORTION
 TN0444'OF EXPOSED  OUTCROP LOCATED IN THE SOUTH CORNER OF AN INTERSECTION AND
 TN0444'AT THE NORTH END OF A ROCKY CUT, 180 FEET SOUTH OF THE CENTER OF THE
 TN0444'INTERSECTION, 90 FEET NORTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY
 TN0444'LEADING EAST AND 41 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 TN0444'503.
 TN0444'THE MARK IS 1 FT  E FROM A WITNESS POST.
 TN0444'THE MARK IS ABOVE LEVEL WITH HIGHWAY 503.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0675 ***********************************************************************
 SU0675  DESIGNATION -  C 443
 SU0675  PID         -  SU0675
 SU0675  STATE/COUNTY-  MT/LAKE
 SU0675  USGS QUAD   -  ROLLINS (1994)
 SU0675
 SU0675                         *CURRENT SURVEY CONTROL
 SU0675  ___________________________________________________________________
 SU0675* NAD 83(1986)-  47 52 49.     (N)    114 13 05.     (W)     SCALED    
 SU0675* NAVD 88     -       897.707  (meters)    2945.23   (feet)  ADJUSTED  
 SU0675  ___________________________________________________________________
 SU0675  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU0675  DYNAMIC HT  -         897.690 (meters)    2945.17  (feet)  COMP
 SU0675  MODELED GRAV-     980,562.4   (mgal)                       NAVD 88
 SU0675
 SU0675  VERT ORDER  -  FIRST     CLASS II
 SU0675
 SU0675.The horizontal coordinates were scaled from a topographic map and have
 SU0675.an estimated accuracy of +/- 6 seconds.
 SU0675
 SU0675.The orthometric height was determined by differential leveling
 SU0675.and adjusted by the National Geodetic Survey in June 1991..
 SU0675
 SU0675.The geoid height was determined by GEOID03.
 SU0675
 SU0675.The dynamic height is computed by dividing the NAVD 88
 SU0675.geopotential number by the normal gravity value computed on the
 SU0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0675.degrees latitude (g = 980.6199 gals.).
 SU0675
 SU0675.The modeled gravity was interpolated from observed gravity values.
 SU0675
 SU0675;                    North         East    Units  Estimated Accuracy
 SU0675;SPC MT       -   414,010.      247,490.      MT  (+/- 180 meters Scaled)
 SU0675
 SU0675                          SUPERSEDED SURVEY CONTROL
 SU0675
 SU0675.No superseded survey control is available for this station.
 SU0675
 SU0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP079067(NAD 83)
 SU0675_MARKER: DB = BENCH MARK DISK
 SU0675_SETTING: 66 = SET IN ROCK OUTCROP
 SU0675_SP_SET: ROCK OUTCROP
 SU0675_STAMPING: C 443 1979
 SU0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0675+STABILITY: POSITION/ELEVATION WELL
 SU0675
 SU0675  HISTORY     - Date     Condition        Report By
 SU0675  HISTORY     - 1979     MONUMENTED       NGS
 SU0675
 SU0675                          STATION DESCRIPTION
 SU0675
 SU0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0675'1.8 MI SOUTH FROM ROLLINS.
 SU0675'1.8 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0675'ROLLINS, SET IN OUTCROP AT THE Y-JUNCTION OF THE HIGHWAY AND A
 SU0675'GRAVELLED ROAD LEADING SOUTH, 0.1 MILE SOUTH OF MILE POST 86, 50 FEET
 SU0675'SOUTH OF A 24-INCH PINE TREE, 48 FEET SOUTH OF A POWER POLE, 48 FEET
 SU0675'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 10 FEET SOUTHEAST OF
 SU0675'THE RIGHT OF WAY FENCE.
 SU0675'THE MARK IS 13 FT  SE FROM A WITNESS POST.
 SU0675'THE MARK IS 1 FT BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0699 ***********************************************************************
 SU0699  DESIGNATION -  C 444
 SU0699  PID         -  SU0699
 SU0699  STATE/COUNTY-  MT/LAKE
 SU0699  USGS QUAD   -  POLSON (1964)
 SU0699
 SU0699                         *CURRENT SURVEY CONTROL
 SU0699  ___________________________________________________________________
 SU0699* NAD 83(1986)-  47 42 27.     (N)    114 11 11.     (W)     SCALED    
 SU0699* NAVD 88     -       907.812  (meters)    2978.38   (feet)  ADJUSTED  
 SU0699  ___________________________________________________________________
 SU0699  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 SU0699  DYNAMIC HT  -         907.783 (meters)    2978.28  (feet)  COMP
 SU0699  MODELED GRAV-     980,549.3   (mgal)                       NAVD 88
 SU0699
 SU0699  VERT ORDER  -  FIRST     CLASS II
 SU0699
 SU0699.The horizontal coordinates were scaled from a topographic map and have
 SU0699.an estimated accuracy of +/- 6 seconds.
 SU0699
 SU0699.The orthometric height was determined by differential leveling
 SU0699.and adjusted by the National Geodetic Survey in June 1991..
 SU0699
 SU0699.The geoid height was determined by GEOID03.
 SU0699
 SU0699.The dynamic height is computed by dividing the NAVD 88
 SU0699.geopotential number by the normal gravity value computed on the
 SU0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0699.degrees latitude (g = 980.6199 gals.).
 SU0699
 SU0699.The modeled gravity was interpolated from observed gravity values.
 SU0699
 SU0699;                    North         East    Units  Estimated Accuracy
 SU0699;SPC MT       -   394,700.      248,700.      MT  (+/- 180 meters Scaled)
 SU0699
 SU0699                          SUPERSEDED SURVEY CONTROL
 SU0699
 SU0699.No superseded survey control is available for this station.
 SU0699
 SU0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN110876(NAD 83)
 SU0699_MARKER: DB = BENCH MARK DISK
 SU0699_SETTING: 66 = SET IN ROCK OUTCROP
 SU0699_SP_SET: ROCK OUTCROP
 SU0699_STAMPING: C 444 1979
 SU0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0699+STABILITY: POSITION/ELEVATION WELL
 SU0699
 SU0699  HISTORY     - Date     Condition        Report By
 SU0699  HISTORY     - 1979     MONUMENTED       NGS
 SU0699
 SU0699                          STATION DESCRIPTION
 SU0699
 SU0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0699'3.35 MI NW FROM POLSON.
 SU0699'3.35 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0699'STATE HIGHWAY 35 IN POLSON, SET IN THE TOP OF A MASSIVE ROCK OUTCROP
 SU0699'ON THE PROPERTY OF MR. PEEK, 148 FEET NORTHEAST OF THE CENTERLINE OF
 SU0699'THE HIGHWAY, 69 FEET NORTHEAST OF POWER POLE NUMBER 325140, 37.7
 SU0699'FEET SOUTHWEST OF THE SOUTH CORNER OF THE PEEK RESIDENCE, 34 FEET
 SU0699'SOUTHWEST OF THE WEST CORNER OF THE HOUSE AND 28 FEET NORTHWEST OF
 SU0699'THE CENTERLINE OF THE DRIVEWAY.
 SU0699'THE MARK IS 3 FT ABOVE THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0730 ***********************************************************************
 SU0730  DESIGNATION -  C 445
 SU0730  PID         -  SU0730
 SU0730  STATE/COUNTY-  MT/LAKE
 SU0730  USGS QUAD   -  CHARLO (1965)
 SU0730
 SU0730                         *CURRENT SURVEY CONTROL
 SU0730  ___________________________________________________________________
 SU0730* NAD 83(1986)-  47 24 31.     (N)    114 12 10.     (W)     SCALED    
 SU0730* NAVD 88     -       882.335  (meters)    2894.79   (feet)  ADJUSTED  
 SU0730  ___________________________________________________________________
 SU0730  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 SU0730  DYNAMIC HT  -         882.273 (meters)    2894.59  (feet)  COMP
 SU0730  MODELED GRAV-     980,514.0   (mgal)                       NAVD 88
 SU0730
 SU0730  VERT ORDER  -  FIRST     CLASS II
 SU0730
 SU0730.The horizontal coordinates were scaled from a topographic map and have
 SU0730.an estimated accuracy of +/- 6 seconds.
 SU0730
 SU0730.The orthometric height was determined by differential leveling
 SU0730.and adjusted by the National Geodetic Survey in June 1991..
 SU0730
 SU0730.The geoid height was determined by GEOID03.
 SU0730
 SU0730.The dynamic height is computed by dividing the NAVD 88
 SU0730.geopotential number by the normal gravity value computed on the
 SU0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0730.degrees latitude (g = 980.6199 gals.).
 SU0730
 SU0730.The modeled gravity was interpolated from observed gravity values.
 SU0730
 SU0730;                    North         East    Units  Estimated Accuracy
 SU0730;SPC MT       -   361,620.      245,480.      MT  (+/- 180 meters Scaled)
 SU0730
 SU0730                          SUPERSEDED SURVEY CONTROL
 SU0730
 SU0730.No superseded survey control is available for this station.
 SU0730
 SU0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN110543(NAD 83)
 SU0730_MARKER: DB = BENCH MARK DISK
 SU0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0730_SP_SET: STAINLESS STEEL ROD
 SU0730_STAMPING: C 445 1979
 SU0730_PROJECTION: FLUSH
 SU0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0730_ROD/PIPE-DEPTH: 6.10 meters
 SU0730
 SU0730  HISTORY     - Date     Condition        Report By
 SU0730  HISTORY     - 1979     MONUMENTED       NGS
 SU0730
 SU0730                          STATION DESCRIPTION
 SU0730
 SU0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0730'3.2 MI SW FROM CHARLO.
 SU0730'3.2 MILES SOUTHWEST ALONG STATE ROUTE 212 FROM THE POST OFFICE IN
 SU0730'CHARLO.  SET AT A POWER LINE SPUR CROSSING THE ROAD TO DARIGOLD
 SU0730'FARMS.  166 FEET NORTH OF THE CENTERLINE OF A PRIVATE DRIVE
 SU0730'LEADING EAST TO A TWO-STORY FARMHOUSE, 49 FEET EAST OF THE CENTERLINE
 SU0730'OF THE ROAD, 9 FEET SOUTH OF POWER POLE NO. 180660 WITH ONE GUY
 SU0730'WIRE, AND 2 FEET WEST OF A FENCE LINE.
 SU0730'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SU0730'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0759 ***********************************************************************
 SU0759  DESIGNATION -  C 446
 SU0759  PID         -  SU0759
 SU0759  STATE/COUNTY-  MT/MISSOULA
 SU0759  USGS QUAD   -  EVARO (1984)
 SU0759
 SU0759                         *CURRENT SURVEY CONTROL
 SU0759  ___________________________________________________________________
 SU0759* NAD 83(1986)-  47 06 12.     (N)    114 02 37.     (W)     SCALED    
 SU0759* NAVD 88     -      1112.481  (meters)    3649.86   (feet)  ADJUSTED  
 SU0759  ___________________________________________________________________
 SU0759  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 SU0759  DYNAMIC HT  -        1112.327 (meters)    3649.36  (feet)  COMP
 SU0759  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 SU0759
 SU0759  VERT ORDER  -  FIRST     CLASS II
 SU0759
 SU0759.The horizontal coordinates were scaled from a topographic map and have
 SU0759.an estimated accuracy of +/- 6 seconds.
 SU0759
 SU0759.The orthometric height was determined by differential leveling
 SU0759.and adjusted by the National Geodetic Survey in June 1991..
 SU0759
 SU0759.The geoid height was determined by GEOID03.
 SU0759
 SU0759.The dynamic height is computed by dividing the NAVD 88
 SU0759.geopotential number by the normal gravity value computed on the
 SU0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0759.degrees latitude (g = 980.6199 gals.).
 SU0759
 SU0759.The modeled gravity was interpolated from observed gravity values.
 SU0759
 SU0759;                    North         East    Units  Estimated Accuracy
 SU0759;SPC MT       -   327,050.      255,500.      MT  (+/- 180 meters Scaled)
 SU0759
 SU0759                          SUPERSEDED SURVEY CONTROL
 SU0759
 SU0759.No superseded survey control is available for this station.
 SU0759
 SU0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN243208(NAD 83)
 SU0759_MARKER: DB = BENCH MARK DISK
 SU0759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0759_SP_SET: STAINLESS STEEL ROD
 SU0759_STAMPING: C 446 1979
 SU0759_PROJECTION: PROJECTING 10 CENTIMETERS
 SU0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0759_ROD/PIPE-DEPTH: 6.10 meters
 SU0759
 SU0759  HISTORY     - Date     Condition        Report By
 SU0759  HISTORY     - 1979     MONUMENTED       NGS
 SU0759
 SU0759                          STATION DESCRIPTION
 SU0759
 SU0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0759'5.1 MI SOUTH FROM ARLEE.
 SU0759'5.15 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN ARLEE,
 SU0759'0.5 MILE SOUTH OF MCCLURE ROAD, 0.05 MILE NORTH OF TWO LONE PINES AND
 SU0759'A CREEK, AT A T-FENCE CORNER IN THE WEST RIGHT-OF-WAY FENCE, 58 FEET
 SU0759'WEST OF THE CENTERLINE OF THE HIGHWAY, 47 FEET SOUTHEAST OF THE FENCE
 SU0759'CORNER, 22 FEET EAST OF THE FENCE AND 9.5 FEET SOUTH OF A POWER LINE
 SU0759'POLE.  THE DISK IS LEVEL WITH THE GROUND AND ACCESS IS THROUGH A
 SU0759'4-INCH PLASTIC SCREW CAP.
 SU0759'THE MARK IS 1 FT  N FROM A WITNESS POST.
 SU0759'THE MARK IS 2 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0708 ***********************************************************************
 RX0708  DESIGNATION -  C 447
 RX0708  PID         -  RX0708
 RX0708  STATE/COUNTY-  MT/MISSOULA
 RX0708  USGS QUAD   -  BONNER (1978)
 RX0708
 RX0708                         *CURRENT SURVEY CONTROL
 RX0708  ___________________________________________________________________
 RX0708* NAD 83(1986)-  46 51 06.     (N)    113 51 09.     (W)     SCALED    
 RX0708* NAVD 88     -      1001.719  (meters)    3286.47   (feet)  ADJUSTED  
 RX0708  ___________________________________________________________________
 RX0708  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 RX0708  DYNAMIC HT  -        1001.555 (meters)    3285.93  (feet)  COMP
 RX0708  MODELED GRAV-     980,417.2   (mgal)                       NAVD 88
 RX0708
 RX0708  VERT ORDER  -  FIRST     CLASS II
 RX0708
 RX0708.The horizontal coordinates were scaled from a topographic map and have
 RX0708.an estimated accuracy of +/- 6 seconds.
 RX0708
 RX0708.The orthometric height was determined by differential leveling
 RX0708.and adjusted by the National Geodetic Survey in June 1991..
 RX0708
 RX0708.The geoid height was determined by GEOID03.
 RX0708
 RX0708.The dynamic height is computed by dividing the NAVD 88
 RX0708.geopotential number by the normal gravity value computed on the
 RX0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0708.degrees latitude (g = 980.6199 gals.).
 RX0708
 RX0708.The modeled gravity was interpolated from observed gravity values.
 RX0708
 RX0708;                    North         East    Units  Estimated Accuracy
 RX0708;SPC MT       -   298,310.      268,420.      MT  (+/- 180 meters Scaled)
 RX0708
 RX0708                          SUPERSEDED SURVEY CONTROL
 RX0708
 RX0708.No superseded survey control is available for this station.
 RX0708
 RX0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS825926(NAD 83)
 RX0708_MARKER: DB = BENCH MARK DISK
 RX0708_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0708_SP_SET: STAINLESS STEEL ROD
 RX0708_STAMPING: C 447 1979
 RX0708_PROJECTION: FLUSH
 RX0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0708_ROD/PIPE-DEPTH: 4.57 meters
 RX0708
 RX0708  HISTORY     - Date     Condition        Report By
 RX0708  HISTORY     - 1979     MONUMENTED       NGS
 RX0708
 RX0708                          STATION DESCRIPTION
 RX0708
 RX0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0708'1.5 MI SE FROM BONNER.
 RX0708'1.5 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 10 FROM THE OLD RAILROAD
 RX0708'STATION IN BONNER, 0.6 MILE SOUTHEAST OF MILE POST 1, 0.15 MILE
 RX0708'SOUTHEAST OF A POWER LINE CROSSING AND DIRECTLY ACROSS THE HIGHWAY
 RX0708'FROM BUTTREY LANE, 71 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF
 RX0708'BUTTREY LANE, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 RX0708'36 FEET NORTHEAST OF THE NORTHEAST RAIL (SLOPE MEASUREMENT) AND 3
 RX0708'FEET NORTHWEST OF A TELEGRAPH POLE.
 RX0708'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 RX0708'THE MARK IS 4 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0745 ***********************************************************************
 RX0745  DESIGNATION -  C 448
 RX0745  PID         -  RX0745
 RX0745  STATE/COUNTY-  MT/POWELL
 RX0745  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0745
 RX0745                         *CURRENT SURVEY CONTROL
 RX0745  ___________________________________________________________________
 RX0745* NAD 83(1986)-  46 34 48.     (N)    112 53 51.     (W)     SCALED    
 RX0745* NAVD 88     -      1285.299  (meters)    4216.85   (feet)  ADJUSTED  
 RX0745  ___________________________________________________________________
 RX0745  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 RX0745  DYNAMIC HT  -        1285.005 (meters)    4215.89  (feet)  COMP
 RX0745  MODELED GRAV-     980,341.5   (mgal)                       NAVD 88
 RX0745
 RX0745  VERT ORDER  -  FIRST     CLASS II
 RX0745
 RX0745.The horizontal coordinates were scaled from a topographic map and have
 RX0745.an estimated accuracy of +/- 6 seconds.
 RX0745
 RX0745.The orthometric height was determined by differential leveling
 RX0745.and adjusted by the National Geodetic Survey in June 1991..
 RX0745
 RX0745.The geoid height was determined by GEOID03.
 RX0745
 RX0745.The dynamic height is computed by dividing the NAVD 88
 RX0745.geopotential number by the normal gravity value computed on the
 RX0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0745.degrees latitude (g = 980.6199 gals.).
 RX0745
 RX0745.The modeled gravity was interpolated from observed gravity values.
 RX0745
 RX0745;                    North         East    Units  Estimated Accuracy
 RX0745;SPC MT       -   264,560.      339,810.      MT  (+/- 180 meters Scaled)
 RX0745
 RX0745                          SUPERSEDED SURVEY CONTROL
 RX0745
 RX0745.No superseded survey control is available for this station.
 RX0745
 RX0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS546602(NAD 83)
 RX0745_MARKER: DB = BENCH MARK DISK
 RX0745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0745_SP_SET: STAINLESS STEEL ROD
 RX0745_STAMPING: C 448 1979
 RX0745_PROJECTION: PROJECTING 5 CENTIMETERS
 RX0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0745+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 RX0745_ROD/PIPE-DEPTH: 2.13 meters
 RX0745
 RX0745  HISTORY     - Date     Condition        Report By
 RX0745  HISTORY     - 1979     MONUMENTED       NGS
 RX0745  HISTORY     - 20051105 GOOD             ADACLA
 RX0745
 RX0745                          STATION DESCRIPTION
 RX0745
 RX0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0745'7.15 MI NW FROM GARRISON.
 RX0745'7.15 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0745'HIGHWAY 12 IN GARRISON, DIRECTLY IN LINE WITH AN OVERHEAD POWER LINE
 RX0745'CROSSING, 61 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 RX0745'OF THE HIGHWAY, 188 FEET WEST OF HIGHWAY MILE POST 168, 1 FOOT
 RX0745'NORTHEAST OF THE SOUTHWEST HIGHWAY RIGHT-OF-WAY FENCE.
 RX0745'THE MARK IS 1 FT  E FROM A WITNESS POST.
 RX0745'THE MARK IS 5 FT BELOW THE HIGHWAY.
 RX0745
 RX0745                          STATION RECOVERY (2005)
 RX0745
 RX0745'RECOVERY NOTE BY ADAMS AND CLARK INC 2005 (GMD)
 RX0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0777 ***********************************************************************
 RX0777  DESIGNATION -  C 449
 RX0777  PID         -  RX0777
 RX0777  STATE/COUNTY-  MT/SILVER BOW
 RX0777  USGS QUAD   -  RAMSAY (1996)
 RX0777
 RX0777                         *CURRENT SURVEY CONTROL
 RX0777  ___________________________________________________________________
 RX0777* NAD 83(1986)-  46 00 58.     (N)    112 43 07.     (W)     SCALED    
 RX0777* NAVD 88     -      1627.412  (meters)    5339.27   (feet)  ADJUSTED  
 RX0777  ___________________________________________________________________
 RX0777  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 RX0777  DYNAMIC HT  -        1626.781 (meters)    5337.20  (feet)  COMP
 RX0777  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 RX0777  OBS GRAVITY -     980,178.2   (mgal)                       GRAV_OBS
 RX0777
 RX0777  VERT ORDER  -  FIRST     CLASS II
 RX0777
 RX0777.The horizontal coordinates were scaled from a topographic map and have
 RX0777.an estimated accuracy of +/- 6 seconds.
 RX0777
 RX0777.The orthometric height was determined by differential leveling
 RX0777.and adjusted by the National Geodetic Survey in June 1991..
 RX0777
 RX0777.The geoid height was determined by GEOID03.
 RX0777
 RX0777.The dynamic height is computed by dividing the NAVD 88
 RX0777.geopotential number by the normal gravity value computed on the
 RX0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0777.degrees latitude (g = 980.6199 gals.).
 RX0777
 RX0777.The modeled gravity was interpolated from observed gravity values.
 RX0777.The observed gravity was obtained from relative gravimeter ties
 RX0777.to the IGSN71 gravity network.
 RX0777
 RX0777;                    North         East    Units  Estimated Accuracy
 RX0777;SPC MT       -   201,390.      350,930.      MT  (+/- 180 meters Scaled)
 RX0777
 RX0777                          SUPERSEDED SURVEY CONTROL
 RX0777
 RX0777.No superseded survey control is available for this station.
 RX0777
 RX0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR669972(NAD 83)
 RX0777_MARKER: DB = BENCH MARK DISK
 RX0777_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0777_SP_SET: STAINLESS STEEL ROD
 RX0777_STAMPING: C 449 1979
 RX0777_PROJECTION: FLUSH
 RX0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0777_ROD/PIPE-DEPTH: 4.27 meters
 RX0777
 RX0777  HISTORY     - Date     Condition        Report By
 RX0777  HISTORY     - 1979     MONUMENTED       NGS
 RX0777
 RX0777                          STATION DESCRIPTION
 RX0777
 RX0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0777'4.1 MI NW FROM SILVER BOW.
 RX0777'4.1 MILES NORTHWEST ALONG INTERSTATE 90 FROM THE JUNCTION OF
 RX0777'INTERSTATE 15 NEAR SILVER BOW, SET IN THE SOUTHWEST RIGHT-OF-WAY
 RX0777'FENCE LINE, AT HIGHWAY MILE POST 215, DIRECTLY SOUTHWEST FROM THE
 RX0777'MIDDLE ONE OF THREE PEAKS, 180 FEET SOUTHWEST OF THE CENTERLINE OF
 RX0777'THE EASTBOUND LANES, 150 FEET SOUTH OF THE MILE POST, 14 FEET
 RX0777'NORTHEAST OF A LONE JUNIPER TREE AND 1 FOOT NORTHEAST OF THE FENCE.
 RX0777'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 RX0777'THE MARK IS 3 FT BELOW CENTERLINE OF LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0256 ***********************************************************************
 RW0256  DESIGNATION -  C 451
 RW0256  PID         -  RW0256
 RW0256  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0256  USGS QUAD   -  EAST HELENA (1985)
 RW0256
 RW0256                         *CURRENT SURVEY CONTROL
 RW0256  ___________________________________________________________________
 RW0256* NAD 83(1986)-  46 35 23.     (N)    111 56 32.     (W)     SCALED    
 RW0256* NAVD 88     -      1197.018  (meters)    3927.22   (feet)  ADJUSTED  
 RW0256  ___________________________________________________________________
 RW0256  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RW0256  DYNAMIC HT  -        1196.757 (meters)    3926.36  (feet)  COMP
 RW0256  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 RW0256
 RW0256  VERT ORDER  -  FIRST     CLASS II
 RW0256
 RW0256.The horizontal coordinates were scaled from a topographic map and have
 RW0256.an estimated accuracy of +/- 6 seconds.
 RW0256
 RW0256.The orthometric height was determined by differential leveling
 RW0256.and adjusted by the National Geodetic Survey in June 1991..
 RW0256
 RW0256.The geoid height was determined by GEOID03.
 RW0256
 RW0256.The dynamic height is computed by dividing the NAVD 88
 RW0256.geopotential number by the normal gravity value computed on the
 RW0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0256.degrees latitude (g = 980.6199 gals.).
 RW0256
 RW0256.The modeled gravity was interpolated from observed gravity values.
 RW0256
 RW0256;                    North         East    Units  Estimated Accuracy
 RW0256;SPC MT       -   262,910.      412,980.      MT  (+/- 180 meters Scaled)
 RW0256
 RW0256                          SUPERSEDED SURVEY CONTROL
 RW0256
 RW0256  NGVD 29 (??/??/92) 1195.973  (m)         3923.79   (f) ADJ UNCH    1 2
 RW0256
 RW0256.Superseded values are not recommended for survey control.
 RW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0256.See file dsdata.txt to determine how the superseded data were derived.
 RW0256
 RW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS278600(NAD 83)
 RW0256_MARKER: DB = BENCH MARK DISK
 RW0256_SETTING: 0 = UNSPECIFIED SETTING
 RW0256_SP_SET: GRANITE POST
 RW0256_STAMPING: C 451 1936
 RW0256_MARK LOGO: CGS   
 RW0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0256+STABILITY: SURFACE MOTION
 RW0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0256+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 RW0256
 RW0256  HISTORY     - Date     Condition        Report By
 RW0256  HISTORY     - 1936     MONUMENTED       CGS
 RW0256  HISTORY     - 1962     GOOD             NGS
 RW0256  HISTORY     - 1980     GOOD             USGS
 RW0256  HISTORY     - 19960807 GOOD             MTDOT
 RW0256
 RW0256                          STATION DESCRIPTION
 RW0256
 RW0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0256'0.95 MI NW FROM EAST HELENA.
 RW0256'0.95 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE AMERICAN
 RW0256'SMELTER AND REFINING BAG BUILDING AT EAST HELENA, 1.7 FEET NORTHEAST
 RW0256'AND ACROSS THE TRACK FROM THE FIRST POLE NORTH-NORTHWEST OF MILEPOLE
 RW0256'218, 51.3 FEET NORTH-NORTHEAST OF THE NEAR RAIL, 47 1/2 FEET
 RW0256'WEST-NORTHWEST OF A GUY POLE, 2.5 FEET NORTH-NORTHEAST OF A FENCE, 26
 RW0256'FEET SOUTHEAST OF A POINT DIRECTLY UNDER THE CENTER OF THE SOUTHEAST
 RW0256'POWER LINE, 3.4 FEET NORTH-NORTHEAST OF A WITNESS POST, ABOUT 3 FEET
 RW0256'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A GRANITE POST PROJECTING
 RW0256'0.3 FOOT ABOVE THE GROUND.
 RW0256
 RW0256                          STATION RECOVERY (1980)
 RW0256
 RW0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RW0256'0.95 MILE NORTHWEST ALONG OLD RAILROAD BED OF THE GREAT NORTHERN RR
 RW0256'FROM THE AMERICAN SMELTER AND REFINING BUILDING AT EAST HELENA, 54
 RW0256'FEET NORTH NORTHEAST OF THE OLD RAILROAD BED (RECENTLY USED AS A
 RW0256'ROAD), 2.5 FEET NORTHEAST OF RIGHT OF WAY FENCE, 26 FEET SOUTHEAST OF
 RW0256'SOUTHEAST POWERLINE. SET IN THE TOP OF A GRANITE POST, FLUSH WITH THE
 RW0256'GROUND.
 RW0256
 RW0256                          STATION RECOVERY (1996)
 RW0256
 RW0256'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0256'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND U.S.  HIGHWAY 12, IN
 RW0256'HELENA, GO EAST ON U.S.  HIGHWAY 12 FOR 4.55 MI (7.32 KM) TO A
 RW0256'CONNECTING ROAD TO THE OLD HIGHWAY ON THE RIGHT, TURN RIGHT, THEN LEFT
 RW0256'AND GO EAST ON THE OLD HIGHWAY FOR 0.65 MI (1.05 KM) TO WHERE A POWER
 RW0256'LINE CROSSES THE ROAD AND THE STATION ON THE LEFT, 0.25 MI (0.40 KM)
 RW0256'SOUTH OF A POWER SUB-STATION, 57.5 FT (17.5 M) NORTH OF THE CENTER OF
 RW0256'THE OLD HIGHWAY, 3.5 FT (1.1 M) NORTH OF A WITNESS POST AND 2.5 FT
 RW0256'(0.8 M) NORTH OF A FENCE, IN TOP OF A GRANITE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0999 ***********************************************************************
 RX0999  DESIGNATION -  C 452 RESET
 RX0999  PID         -  RX0999
 RX0999  STATE/COUNTY-  MT/JEFFERSON
 RX0999  USGS QUAD   -  WICKES (1996)
 RX0999
 RX0999                         *CURRENT SURVEY CONTROL
 RX0999  ___________________________________________________________________
 RX0999* NAD 83(1986)-  46 21 38.     (N)    112 05 11.     (W)     SCALED    
 RX0999* NAVD 88     -      1559.60   (meters)    5116.8    (feet)  RESET     
 RX0999  ___________________________________________________________________
 RX0999  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 RX0999
 RX0999  VERT ORDER  -  THIRD
 RX0999
 RX0999.The horizontal coordinates were scaled from a topographic map and have
 RX0999.an estimated accuracy of +/- 6 seconds.
 RX0999
 RX0999.The orthometric height was computed from unverified reset data.
 RX0999.No vertical observational check was made to the station.
 RX0999
 RX0999.The geoid height was determined by GEOID03.
 RX0999
 RX0999;                    North         East    Units  Estimated Accuracy
 RX0999;SPC MT       -   237,820.      401,100.      MT  (+/- 180 meters Scaled)
 RX0999
 RX0999                          SUPERSEDED SURVEY CONTROL
 RX0999
 RX0999  NGVD 29 (03/30/06) 1558.40   (m)         5112.9    (f) RESET       3  
 RX0999
 RX0999.Superseded values are not recommended for survey control.
 RX0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0999.See file dsdata.txt to determine how the superseded data were derived.
 RX0999
 RX0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS164346(NAD 83)
 RX0999_MARKER: DV = VERTICAL CONTROL DISK
 RX0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0999_SP_SET: CONCRETE POST
 RX0999_STAMPING: C 452 RESET 1986
 RX0999_MARK LOGO: NGS   
 RX0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0999+STABILITY: SURFACE MOTION
 RX0999
 RX0999  HISTORY     - Date     Condition        Report By
 RX0999  HISTORY     - 1986     MONUMENTED       NGS
 RX0999
 RX0999                          STATION DESCRIPTION
 RX0999
 RX0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 RX0999'2.72 KM (1.70 MI) ALONG AN OILED, GRAVELED ROAD TO A SIDE ROAD RIGHT,
 RX0999'CONTINUE SOUTHERLY ON THE GRAVEL ROAD FOR 2.24 KM (1.40 MI) TO A SIDE
 RX0999'ROAD RIGHT, TURN RIGHT AND CONTINUE SOUTHERLY FOR 1.04 KM (0.65 MI)
 RX0999'TO THE TOP OF A RISE AND MARK ON THE LEFT, ON PROPERTY OF THE PEGASUS
 RX0999'GOLD CORPORATION, ON THE EAST SLOPE OF A MOUNTAIN, 0.52 M (1.71 FT)
 RX0999'SOUTHWEST OF A WITNESS POST, 1.52 M (4.99 FT) WEST OF A FENCE AND
 RX0999'10.36 M (33.99 FT) EAST OF A CUT BANK, MARK IS NOT VERY DEEP DUE TO
 RX0999'ROCK.  RAILROAD MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 RX0999'ABANDONDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0241 ***********************************************************************
 RW0241  DESIGNATION -  C 453
 RW0241  PID         -  RW0241
 RW0241  STATE/COUNTY-  MT/BROADWATER
 RW0241  USGS QUAD   -  WINSTON (1986)
 RW0241
 RW0241                         *CURRENT SURVEY CONTROL
 RW0241  ___________________________________________________________________
 RW0241* NAD 83(1986)-  46 29 41.     (N)    111 41 04.     (W)     SCALED    
 RW0241* NAVD 88     -      1312.756  (meters)    4306.93   (feet)  ADJUSTED  
 RW0241  ___________________________________________________________________
 RW0241  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 RW0241  DYNAMIC HT  -        1312.424 (meters)    4305.84  (feet)  COMP
 RW0241  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 RW0241
 RW0241  VERT ORDER  -  FIRST     CLASS II
 RW0241
 RW0241.The horizontal coordinates were scaled from a topographic map and have
 RW0241.an estimated accuracy of +/- 6 seconds.
 RW0241
 RW0241.The orthometric height was determined by differential leveling
 RW0241.and adjusted by the National Geodetic Survey in June 1991..
 RW0241
 RW0241.The geoid height was determined by GEOID03.
 RW0241
 RW0241.The dynamic height is computed by dividing the NAVD 88
 RW0241.geopotential number by the normal gravity value computed on the
 RW0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0241.degrees latitude (g = 980.6199 gals.).
 RW0241
 RW0241.The modeled gravity was interpolated from observed gravity values.
 RW0241
 RW0241;                    North         East    Units  Estimated Accuracy
 RW0241;SPC MT       -   251,780.      432,420.      MT  (+/- 180 meters Scaled)
 RW0241
 RW0241                          SUPERSEDED SURVEY CONTROL
 RW0241
 RW0241  NGVD 29 (??/??/92) 1311.713  (m)         4303.51   (f) ADJ UNCH    1 2
 RW0241
 RW0241.Superseded values are not recommended for survey control.
 RW0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0241.See file dsdata.txt to determine how the superseded data were derived.
 RW0241
 RW0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS474492(NAD 83)
 RW0241_MARKER: DB = BENCH MARK DISK
 RW0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0241_STAMPING: C 453 1936
 RW0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0241+STABILITY: SURFACE MOTION
 RW0241
 RW0241  HISTORY     - Date     Condition        Report By
 RW0241  HISTORY     - 1936     MONUMENTED       CGS
 RW0241  HISTORY     - 1982     MARK NOT FOUND   USGS
 RW0241
 RW0241                          STATION DESCRIPTION
 RW0241
 RW0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0241'1.7 MI NW FROM WINSTON.
 RW0241'1.7 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RW0241'STATION AT WINSTON, BROADWATER COUNTY, 6-2/3 RAILS (86 YARDS)
 RW0241'NORTHWEST OF MILEPOST 220, 265 YARDS SOUTHEAST OF TWIN SEMAPHORES
 RW0241'220.0 AND 220.2, 73 YARDS NORTHWEST OF A ROAD CROSSING, 71 FEET
 RW0241'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 7 FEET NORTHEAST OF THE
 RW0241'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 453 1936 AND SET IN
 RW0241'THE TOP OF A CONCRETE POST.
 RW0241
 RW0241                          STATION RECOVERY (1982)
 RW0241
 RW0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RW0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0168 ***********************************************************************
 RX0168  DESIGNATION -  C 454
 RX0168  PID         -  RX0168
 RX0168  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0168  USGS QUAD   -  HELENA (1985)
 RX0168
 RX0168                         *CURRENT SURVEY CONTROL
 RX0168  ___________________________________________________________________
 RX0168* NAD 83(1986)-  46 34 53.     (N)    112 01 15.     (W)     SCALED    
 RX0168* NAVD 88     -      1281.420  (meters)    4204.13   (feet)  ADJUSTED  
 RX0168  ___________________________________________________________________
 RX0168  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RX0168  DYNAMIC HT  -        1281.128 (meters)    4203.17  (feet)  COMP
 RX0168  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 RX0168
 RX0168  VERT ORDER  -  FIRST     CLASS II
 RX0168
 RX0168.The horizontal coordinates were scaled from a topographic map and have
 RX0168.an estimated accuracy of +/- 6 seconds.
 RX0168
 RX0168.The orthometric height was determined by differential leveling
 RX0168.and adjusted by the National Geodetic Survey in June 1991..
 RX0168
 RX0168.The geoid height was determined by GEOID03.
 RX0168
 RX0168.The dynamic height is computed by dividing the NAVD 88
 RX0168.geopotential number by the normal gravity value computed on the
 RX0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0168.degrees latitude (g = 980.6199 gals.).
 RX0168
 RX0168.The modeled gravity was interpolated from observed gravity values.
 RX0168
 RX0168;                    North         East    Units  Estimated Accuracy
 RX0168;SPC MT       -   262,180.      406,930.      MT  (+/- 180 meters Scaled)
 RX0168
 RX0168                          SUPERSEDED SURVEY CONTROL
 RX0168
 RX0168  NGVD 29 (??/??/92) 1280.414  (m)         4200.82   (f) ADJ UNCH    1 2
 RX0168
 RX0168.Superseded values are not recommended for survey control.
 RX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0168.See file dsdata.txt to determine how the superseded data were derived.
 RX0168
 RX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS217591(NAD 83)
 RX0168_MARKER: DB = BENCH MARK DISK
 RX0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0168_STAMPING: C 454 1936
 RX0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0168+STABILITY: SURFACE MOTION
 RX0168
 RX0168  HISTORY     - Date     Condition        Report By
 RX0168  HISTORY     - 1936     MONUMENTED       CGS
 RX0168  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0168
 RX0168                          STATION DESCRIPTION
 RX0168
 RX0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RX0168'0.3 MI S FROM HELENA.
 RX0168'0.3 MI. S. ALONG MONTANA AVE. AND MOUNTAIN ROAD FROM THE STATE CAPITOL
 RX0168'BLDG. ALONG THE RIGHT OF WAY OF A MOUNTAIN ROAD LEADING TO THE
 RX0168'RESIDENCE OF DR. C.W. MAHAFFAY, 20 FT. W. OF THE CENTERLINE OF THE
 RX0168'ROAD, 34 FT. S. OF A POWER POLE AT THE APEX OF A RIGHT ANGLE IN THE
 RX0168'POWER LINE, 21 FT. S. OF THE N.E. CORNER OF A FENCE, 150 YDS. S. OF
 RX0168'B.M. B 454, 140 YDS. N. OF B.M. D 454 AND MARKED WITH A STONE MOUND.
 RX0168
 RX0168                          STATION RECOVERY (1962)
 RX0168
 RX0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RX0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0132 ***********************************************************************
 RX0132  DESIGNATION -  C 455
 RX0132  PID         -  RX0132
 RX0132  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0132  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0132
 RX0132                         *CURRENT SURVEY CONTROL
 RX0132  ___________________________________________________________________
 RX0132* NAD 83(1986)-  46 37 31.     (N)    112 01 15.     (W)     SCALED    
 RX0132* NAVD 88     -      1162.611  (meters)    3814.33   (feet)  ADJUSTED  
 RX0132  ___________________________________________________________________
 RX0132  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RX0132  DYNAMIC HT  -        1162.376 (meters)    3813.56  (feet)  COMP
 RX0132  MODELED GRAV-     980,372.8   (mgal)                       NAVD 88
 RX0132
 RX0132  VERT ORDER  -  FIRST     CLASS II
 RX0132
 RX0132.The horizontal coordinates were scaled from a topographic map and have
 RX0132.an estimated accuracy of +/- 6 seconds.
 RX0132
 RX0132.The orthometric height was determined by differential leveling
 RX0132.and adjusted by the National Geodetic Survey in June 1991..
 RX0132
 RX0132.The geoid height was determined by GEOID03.
 RX0132
 RX0132.The dynamic height is computed by dividing the NAVD 88
 RX0132.geopotential number by the normal gravity value computed on the
 RX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0132.degrees latitude (g = 980.6199 gals.).
 RX0132
 RX0132.The modeled gravity was interpolated from observed gravity values.
 RX0132
 RX0132;                    North         East    Units  Estimated Accuracy
 RX0132;SPC MT       -   267,050.      407,090.      MT  (+/- 180 meters Scaled)
 RX0132
 RX0132                          SUPERSEDED SURVEY CONTROL
 RX0132
 RX0132  NGVD 29 (??/??/92) 1161.639  (m)         3811.14   (f) ADJ UNCH    1 2
 RX0132
 RX0132.Superseded values are not recommended for survey control.
 RX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0132.See file dsdata.txt to determine how the superseded data were derived.
 RX0132
 RX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218640(NAD 83)
 RX0132_MARKER: DB = BENCH MARK DISK
 RX0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0132_STAMPING: C 455 1936
 RX0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0132+STABILITY: SURFACE MOTION
 RX0132
 RX0132  HISTORY     - Date     Condition        Report By
 RX0132  HISTORY     - 1936     MONUMENTED       CGS
 RX0132  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0132
 RX0132                          STATION DESCRIPTION
 RX0132
 RX0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0132'2.7 MI N FROM HELENA.
 RX0132'2.7 MILES NORTH ALONG MONTANA AVENUE AND U.S. HIGHWAY 91 FROM THE
 RX0132'STATE CAPITOL AT HELENA, LEWIS AND CLARK COUNTY, 0.5 MILE NORTH OF THE
 RX0132'ST. JOSEPH ORPHAN HOME, 0.1 MILE SOUTH OF THE RESURRECTION CEMETERY
 RX0132'ENTRANCE, 60 YARDS EAST OF THE H.H. FARNAM RESIDENCE, 31 FEET EAST OF
 RX0132'THE CENTERLINE OF THE HIGHWAY, 46 FEET SOUTH OF A POLE, AND IN LINE
 RX0132'WITH AN ORNAMENTAL FENCE.  A STANDARD DISK, STAMPED C 455 1936 AND SET
 RX0132'IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS PROBABLY DESTROYED BY
 RX0132'FENCE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0103 ***********************************************************************
 RX0103  DESIGNATION -  C 456
 RX0103  PID         -  RX0103
 RX0103  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0103  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0103
 RX0103                         *CURRENT SURVEY CONTROL
 RX0103  ___________________________________________________________________
 RX0103* NAD 83(1986)-  46 41 12.     (N)    112 01 15.     (W)     SCALED    
 RX0103* NAVD 88     -      1134.445  (meters)    3721.93   (feet)  ADJUSTED  
 RX0103  ___________________________________________________________________
 RX0103  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0103  DYNAMIC HT  -        1134.217 (meters)    3721.18  (feet)  COMP
 RX0103  MODELED GRAV-     980,374.7   (mgal)                       NAVD 88
 RX0103
 RX0103  VERT ORDER  -  FIRST     CLASS II
 RX0103
 RX0103.The horizontal coordinates were scaled from a topographic map and have
 RX0103.an estimated accuracy of +/- 6 seconds.
 RX0103
 RX0103.The orthometric height was determined by differential leveling
 RX0103.and adjusted by the National Geodetic Survey in June 1991..
 RX0103.WARNING-Repeat measurements at this control monument indicate possible
 RX0103.vertical movement.
 RX0103
 RX0103.The geoid height was determined by GEOID03.
 RX0103
 RX0103.The dynamic height is computed by dividing the NAVD 88
 RX0103.geopotential number by the normal gravity value computed on the
 RX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0103.degrees latitude (g = 980.6199 gals.).
 RX0103
 RX0103.The modeled gravity was interpolated from observed gravity values.
 RX0103
 RX0103;                    North         East    Units  Estimated Accuracy
 RX0103;SPC MT       -   273,870.      407,310.      MT  (+/- 180 meters Scaled)
 RX0103
 RX0103                          SUPERSEDED SURVEY CONTROL
 RX0103
 RX0103  NGVD 29 (??/??/92) 1133.423  (m)         3718.57   (f) ADJ UNCH    1 2
 RX0103
 RX0103.Superseded values are not recommended for survey control.
 RX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0103.See file dsdata.txt to determine how the superseded data were derived.
 RX0103
 RX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219708(NAD 83)
 RX0103_MARKER: DB = BENCH MARK DISK
 RX0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0103_STAMPING: C 456 1936
 RX0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0103+STABILITY: SURFACE MOTION
 RX0103
 RX0103  HISTORY     - Date     Condition        Report By
 RX0103  HISTORY     - 1936     MONUMENTED       CGS
 RX0103  HISTORY     - 1962     GOOD             NGS
 RX0103
 RX0103                          STATION DESCRIPTION
 RX0103
 RX0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0103'6.0 MI N FROM HELENA.
 RX0103'6.0 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0103'PACIFIC RAILROAD AT HELENA, 42 1/2 FEET EAST OF THE CENTER LINE OF THE
 RX0103'AVENUE, 113 FEET EAST-SOUTHEAST AND ACROSS THE AVENUE FROM A TELEPHONE
 RX0103'POLE, 35 1/2 FEET NORTH OF A POWER POLE, 58 FEET SOUTH-SOUTHWEST OF
 RX0103'THE CENTER OF THE SOUTH END OF A 24-INCH PIPE CULVERT FOR IRRIGATION
 RX0103'DITCH, 1.3 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY AND IN
 RX0103'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0091 ***********************************************************************
 RX0091  DESIGNATION -  C 457
 RX0091  PID         -  RX0091
 RX0091  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0091  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0091
 RX0091                         *CURRENT SURVEY CONTROL
 RX0091  ___________________________________________________________________
 RX0091* NAD 83(1986)-  46 44 13.     (N)    112 01 16.     (W)     SCALED    
 RX0091* NAVD 88     -      1210.393  (meters)    3971.10   (feet)  ADJUSTED  
 RX0091  ___________________________________________________________________
 RX0091  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0091  DYNAMIC HT  -        1210.159 (meters)    3970.33  (feet)  COMP
 RX0091  MODELED GRAV-     980,379.3   (mgal)                       NAVD 88
 RX0091
 RX0091  VERT ORDER  -  FIRST     CLASS II
 RX0091
 RX0091.The horizontal coordinates were scaled from a topographic map and have
 RX0091.an estimated accuracy of +/- 6 seconds.
 RX0091
 RX0091.The orthometric height was determined by differential leveling
 RX0091.and adjusted by the National Geodetic Survey in June 1991..
 RX0091
 RX0091.The geoid height was determined by GEOID03.
 RX0091
 RX0091.The dynamic height is computed by dividing the NAVD 88
 RX0091.geopotential number by the normal gravity value computed on the
 RX0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0091.degrees latitude (g = 980.6199 gals.).
 RX0091
 RX0091.The modeled gravity was interpolated from observed gravity values.
 RX0091
 RX0091;                    North         East    Units  Estimated Accuracy
 RX0091;SPC MT       -   279,450.      407,460.      MT  (+/- 180 meters Scaled)
 RX0091
 RX0091                          SUPERSEDED SURVEY CONTROL
 RX0091
 RX0091  NGVD 29 (??/??/92) 1209.374  (m)         3967.75   (f) ADJ UNCH    1 2
 RX0091
 RX0091.Superseded values are not recommended for survey control.
 RX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0091.See file dsdata.txt to determine how the superseded data were derived.
 RX0091
 RX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219764(NAD 83)
 RX0091_MARKER: DB = BENCH MARK DISK
 RX0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0091_STAMPING: C 457 1936
 RX0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0091+STABILITY: SURFACE MOTION
 RX0091
 RX0091  HISTORY     - Date     Condition        Report By
 RX0091  HISTORY     - 1936     MONUMENTED       CGS
 RX0091  HISTORY     - 1962     GOOD             NGS
 RX0091
 RX0091                          STATION DESCRIPTION
 RX0091
 RX0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0091'9.6 MI N FROM HELENA.
 RX0091'9.6 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0091'PACIFIC RAILROAD AT HELENA, 0.05 MILE NORTH OF A DRIVEWAY EAST TO A
 RX0091'HOUSE, 49 FEET EAST OF THE CENTER LINE OF THE AVENUE, 1.5 FEET WEST OF
 RX0091'A FENCE, 1.1 FOOT EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN
 RX0091'THE AVENUE AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0194 ***********************************************************************
 RX0194  DESIGNATION -  C 458
 RX0194  PID         -  RX0194
 RX0194  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0194  USGS QUAD   -  HELENA (1985)
 RX0194
 RX0194                         *CURRENT SURVEY CONTROL
 RX0194  ___________________________________________________________________
 RX0194* NAD 83(1986)-  46 34 58.     (N)    112 02 15.     (W)     SCALED    
 RX0194* NAVD 88     -      1280.855  (meters)    4202.27   (feet)  ADJUSTED  
 RX0194  ___________________________________________________________________
 RX0194  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0194  DYNAMIC HT  -        1280.562 (meters)    4201.31  (feet)  COMP
 RX0194  MODELED GRAV-     980,341.7   (mgal)                       NAVD 88
 RX0194
 RX0194  VERT ORDER  -  FIRST     CLASS II
 RX0194
 RX0194.The horizontal coordinates were scaled from a topographic map and have
 RX0194.an estimated accuracy of +/- 6 seconds.
 RX0194
 RX0194.The orthometric height was determined by differential leveling
 RX0194.and adjusted by the National Geodetic Survey in June 1991..
 RX0194
 RX0194.The geoid height was determined by GEOID03.
 RX0194
 RX0194.The dynamic height is computed by dividing the NAVD 88
 RX0194.geopotential number by the normal gravity value computed on the
 RX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0194.degrees latitude (g = 980.6199 gals.).
 RX0194
 RX0194.The modeled gravity was interpolated from observed gravity values.
 RX0194
 RX0194;                    North         East    Units  Estimated Accuracy
 RX0194;SPC MT       -   262,370.      405,660.      MT  (+/- 180 meters Scaled)
 RX0194
 RX0194                          SUPERSEDED SURVEY CONTROL
 RX0194
 RX0194  NGVD 29 (??/??/92) 1279.806  (m)         4198.83   (f) ADJ UNCH    1 2
 RX0194
 RX0194.Superseded values are not recommended for survey control.
 RX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0194.See file dsdata.txt to determine how the superseded data were derived.
 RX0194
 RX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS205593(NAD 83)
 RX0194_MARKER: DB = BENCH MARK DISK
 RX0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0194_STAMPING: C 458 1936
 RX0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0194+STABILITY: SURFACE MOTION
 RX0194
 RX0194  HISTORY     - Date     Condition        Report By
 RX0194  HISTORY     - 1936     MONUMENTED       CGS
 RX0194  HISTORY     - 1962     GOOD             NGS
 RX0194
 RX0194                          STATION DESCRIPTION
 RX0194
 RX0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0194'IN HELENA.
 RX0194'AT HELENA, AT THE EAST-NORTHEAST CORNER OF THE INTERSECTION OF S.
 RX0194'RODNEY AND E. STATE STREETS, 30.1 FEET NORTH-NORTHEAST OF THE CURB OF
 RX0194'STATE STREET, 8.5 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST CURB OF
 RX0194'RODNEY STREET, 63 FEET SOUTH OF A FIRE HYDRANT, 13.5 FEET
 RX0194'SOUTH-SOUTHWEST OF THE WEST-SOUTHWEST CORNER OF A MAIL BOX, 0.2 FEET
 RX0194'EAST-SOUTHEAST OF THE EAST-SOUTHEAST EDGE OF A SIDEWALK, ABOUT LEVEL
 RX0194'WITH THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 RX0194'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0115 ***********************************************************************
 QU0115  DESIGNATION -  C 46
 QU0115  PID         -  QU0115
 QU0115  STATE/COUNTY-  MT/POWDER RIVER
 QU0115  USGS QUAD   -  BOYES (1982)
 QU0115
 QU0115                         *CURRENT SURVEY CONTROL
 QU0115  ___________________________________________________________________
 QU0115* NAD 83(1986)-  45 16 39.     (N)    105 02 43.     (W)     SCALED    
 QU0115* NAVD 88     -      1054.777  (meters)    3460.55   (feet)  ADJUSTED  
 QU0115  ___________________________________________________________________
 QU0115  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QU0115  DYNAMIC HT  -        1054.540 (meters)    3459.77  (feet)  COMP
 QU0115  MODELED GRAV-     980,354.9   (mgal)                       NAVD 88
 QU0115
 QU0115  VERT ORDER  -  FIRST     CLASS II
 QU0115
 QU0115.The horizontal coordinates were scaled from a topographic map and have
 QU0115.an estimated accuracy of +/- 6 seconds.
 QU0115
 QU0115.The orthometric height was determined by differential leveling
 QU0115.and adjusted by the National Geodetic Survey in June 1991..
 QU0115
 QU0115.The geoid height was determined by GEOID03.
 QU0115
 QU0115.The dynamic height is computed by dividing the NAVD 88
 QU0115.geopotential number by the normal gravity value computed on the
 QU0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0115.degrees latitude (g = 980.6199 gals.).
 QU0115
 QU0115.The modeled gravity was interpolated from observed gravity values.
 QU0115
 QU0115;                    North         East    Units  Estimated Accuracy
 QU0115;SPC MT       -   124,140.      949,300.      MT  (+/- 180 meters Scaled)
 QU0115
 QU0115                          SUPERSEDED SURVEY CONTROL
 QU0115
 QU0115  NGVD 29 (??/??/92) 1054.172  (m)         3458.56   (f) ADJ UNCH    1 2
 QU0115
 QU0115.Superseded values are not recommended for survey control.
 QU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0115.See file dsdata.txt to determine how the superseded data were derived.
 QU0115
 QU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL964137(NAD 83)
 QU0115_MARKER: DB = BENCH MARK DISK
 QU0115_SETTING: 66 = SET IN ROCK OUTCROP
 QU0115_SP_SET: ROCK LEDGE
 QU0115_STAMPING: C 46 1934
 QU0115_MARK LOGO: CGS   
 QU0115_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0115+STABILITY: POSITION/ELEVATION WELL
 QU0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0115+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 QU0115
 QU0115  HISTORY     - Date     Condition        Report By
 QU0115  HISTORY     - 1934     MONUMENTED       CGS
 QU0115  HISTORY     - 1953     GOOD             NGS
 QU0115  HISTORY     - 19950928 GOOD             NGS
 QU0115
 QU0115                          STATION DESCRIPTION
 QU0115
 QU0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0115'21.7 MI SE FROM BROADUS.
 QU0115'21.7 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM BROADUS,
 QU0115'POWDER RIVER COUNTY, 0.8 MILE WEST OF BOYES, 212 YARDS NORTH OF
 QU0115'THE CENTERLINE OF THE HIGHWAY, ON THE SUMMIT OF A SMALL HILL,
 QU0115'AT THE CENTER OF A CIRCLE OF ROCKS, AND IN THE TOP OF THE
 QU0115'SOUTHEAST CORNER OF A ROCK LEDGE.  A STANDARD DISK, STAMPED
 QU0115'C 46 1934.
 QU0115
 QU0115                          STATION RECOVERY (1995)
 QU0115
 QU0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0115'1.5 KM (0.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QU0115'OFFICE IN BOYES, NEAR THE CENTER OF SEVERAL ROCK OUTCROPS ON TOP OF A
 QU0115'SMALL RIDGE, 150.0 M (492.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 QU0115'10.0 M (32.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE OUTCROP IS
 QU0115'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0338 ***********************************************************************
 RW0338  DESIGNATION -  C 461
 RW0338  PID         -  RW0338
 RW0338  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0338  USGS QUAD   -  EAST HELENA (1985)
 RW0338
 RW0338                         *CURRENT SURVEY CONTROL
 RW0338  ___________________________________________________________________
 RW0338* NAD 83(1986)-  46 37 13.     (N)    111 54 53.     (W)     SCALED    
 RW0338* NAVD 88     -      1154.933  (meters)    3789.14   (feet)  ADJUSTED  
 RW0338  ___________________________________________________________________
 RW0338  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RW0338  DYNAMIC HT  -        1154.686 (meters)    3788.33  (feet)  COMP
 RW0338  MODELED GRAV-     980,361.2   (mgal)                       NAVD 88
 RW0338
 RW0338  VERT ORDER  -  FIRST     CLASS II
 RW0338
 RW0338.The horizontal coordinates were scaled from a topographic map and have
 RW0338.an estimated accuracy of +/- 6 seconds.
 RW0338
 RW0338.The orthometric height was determined by differential leveling
 RW0338.and adjusted by the National Geodetic Survey in June 1991..
 RW0338
 RW0338.The geoid height was determined by GEOID03.
 RW0338
 RW0338.The dynamic height is computed by dividing the NAVD 88
 RW0338.geopotential number by the normal gravity value computed on the
 RW0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0338.degrees latitude (g = 980.6199 gals.).
 RW0338
 RW0338.The modeled gravity was interpolated from observed gravity values.
 RW0338
 RW0338;                    North         East    Units  Estimated Accuracy
 RW0338;SPC MT       -   266,240.      415,190.      MT  (+/- 180 meters Scaled)
 RW0338
 RW0338                          SUPERSEDED SURVEY CONTROL
 RW0338
 RW0338  NGVD 29 (??/??/92) 1153.893  (m)         3785.73   (f) ADJ UNCH    1 2
 RW0338
 RW0338.Superseded values are not recommended for survey control.
 RW0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0338.See file dsdata.txt to determine how the superseded data were derived.
 RW0338
 RW0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299633(NAD 83)
 RW0338_MARKER: DB = BENCH MARK DISK
 RW0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0338_STAMPING: C 461 1936
 RW0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0338+STABILITY: SURFACE MOTION
 RW0338
 RW0338  HISTORY     - Date     Condition        Report By
 RW0338  HISTORY     - 1936     MONUMENTED       CGS
 RW0338  HISTORY     - 1962     GOOD             NGS
 RW0338
 RW0338                          STATION DESCRIPTION
 RW0338
 RW0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0338'1.95 MI N FROM EAST HELENA.
 RW0338'1.95 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0338'THE GRADE SCHOOL AT EAST HELENA, 41 FEET EAST OF THE CENTER LINE OF
 RW0338'THE ROAD, 129 FEET SOUTH-SOUTHEAST OF THE EAST END OF A 24-INCH PIPE
 RW0338'CULVERT, 82 FEET EAST AND ACROSS THE ROAD FROM A FENCE, 1.2 FEET WEST
 RW0338'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RW0338'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0363 ***********************************************************************
 RW0363  DESIGNATION -  C 462
 RW0363  PID         -  RW0363
 RW0363  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0363  USGS QUAD   -  HAUSER LAKE (1972)
 RW0363
 RW0363                         *CURRENT SURVEY CONTROL
 RW0363  ___________________________________________________________________
 RW0363* NAD 83(1986)-  46 39 21.     (N)    111 52 02.     (W)     SCALED    
 RW0363* NAVD 88     -      1170.017  (meters)    3838.63   (feet)  ADJUSTED  
 RW0363  ___________________________________________________________________
 RW0363  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RW0363  DYNAMIC HT  -        1169.782 (meters)    3837.86  (feet)  COMP
 RW0363  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 RW0363
 RW0363  VERT ORDER  -  FIRST     CLASS II
 RW0363
 RW0363.The horizontal coordinates were scaled from a topographic map and have
 RW0363.an estimated accuracy of +/- 6 seconds.
 RW0363
 RW0363.The orthometric height was determined by differential leveling
 RW0363.and adjusted by the National Geodetic Survey in June 1991..
 RW0363
 RW0363.The geoid height was determined by GEOID03.
 RW0363
 RW0363.The dynamic height is computed by dividing the NAVD 88
 RW0363.geopotential number by the normal gravity value computed on the
 RW0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0363.degrees latitude (g = 980.6199 gals.).
 RW0363
 RW0363.The modeled gravity was interpolated from observed gravity values.
 RW0363
 RW0363;                    North         East    Units  Estimated Accuracy
 RW0363;SPC MT       -   270,080.      418,940.      MT  (+/- 180 meters Scaled)
 RW0363
 RW0363                          SUPERSEDED SURVEY CONTROL
 RW0363
 RW0363  NGVD 29 (??/??/92) 1168.98   (m)         3835.2    (f) COMPUTED    1 2
 RW0363
 RW0363.Superseded values are not recommended for survey control.
 RW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0363.See file dsdata.txt to determine how the superseded data were derived.
 RW0363
 RW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS336672(NAD 83)
 RW0363_MARKER: DB = BENCH MARK DISK
 RW0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0363_STAMPING: C 462 1936
 RW0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0363+STABILITY: SURFACE MOTION
 RW0363
 RW0363  HISTORY     - Date     Condition        Report By
 RW0363  HISTORY     - 1936     MONUMENTED       CGS
 RW0363  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0363
 RW0363                          STATION DESCRIPTION
 RW0363
 RW0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0363'5.9 MI NE FROM EAST HELENA.
 RW0363'5.9 MILES NORTHEAST OF THE GRADE SCHOOL BUILDING AT EAST HELENA, LEWIS
 RW0363'AND CLARK COUNTY, 1.6 MILES NORTHEAST ALONG THE EAST HELENA-YORK ROAD
 RW0363'FROM THE CROSSING OF THE EAST ROAD LEADING FROM EAST HELENA TO LAKE
 RW0363'HELENA, ABOUT 305 YARDS NORTH OF BENCH MARK B 462, DESCRIBED ABOVE, 33
 RW0363'FEET EAST OF THE CENTERLINE OF THE ROAD, AND AT A FENCE. A STANDARD
 RW0363'DISK, STAMPED C 462 1936 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 RW0363'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0391 ***********************************************************************
 RW0391  DESIGNATION -  C 463
 RW0391  PID         -  RW0391
 RW0391  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0391  USGS QUAD   -  HAUSER LAKE (1972)
 RW0391
 RW0391                         *CURRENT SURVEY CONTROL
 RW0391  ___________________________________________________________________
 RW0391* NAD 83(1986)-  46 41 30.     (N)    111 49 08.     (W)     SCALED    
 RW0391* NAVD 88     -      1124.295  (meters)    3688.62   (feet)  ADJUSTED  
 RW0391  ___________________________________________________________________
 RW0391  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 RW0391  DYNAMIC HT  -        1124.091 (meters)    3687.96  (feet)  COMP
 RW0391  MODELED GRAV-     980,394.5   (mgal)                       NAVD 88
 RW0391
 RW0391  VERT ORDER  -  FIRST     CLASS II
 RW0391
 RW0391.The horizontal coordinates were scaled from a topographic map and have
 RW0391.an estimated accuracy of +/- 6 seconds.
 RW0391
 RW0391.The orthometric height was determined by differential leveling
 RW0391.and adjusted by the National Geodetic Survey in June 1991..
 RW0391
 RW0391.The geoid height was determined by GEOID03.
 RW0391
 RW0391.The dynamic height is computed by dividing the NAVD 88
 RW0391.geopotential number by the normal gravity value computed on the
 RW0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0391.degrees latitude (g = 980.6199 gals.).
 RW0391
 RW0391.The modeled gravity was interpolated from observed gravity values.
 RW0391
 RW0391;                    North         East    Units  Estimated Accuracy
 RW0391;SPC MT       -   273,950.      422,750.      MT  (+/- 180 meters Scaled)
 RW0391
 RW0391                          SUPERSEDED SURVEY CONTROL
 RW0391
 RW0391  NGVD 29 (??/??/92) 1123.29   (m)         3685.3    (f) COMPUTED    1 2
 RW0391
 RW0391.Superseded values are not recommended for survey control.
 RW0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0391.See file dsdata.txt to determine how the superseded data were derived.
 RW0391
 RW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS373712(NAD 83)
 RW0391_MARKER: DB = BENCH MARK DISK
 RW0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0391_STAMPING: C 436 1936
 RW0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0391+STABILITY: SURFACE MOTION
 RW0391
 RW0391  HISTORY     - Date     Condition        Report By
 RW0391  HISTORY     - 1936     MONUMENTED       CGS
 RW0391  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0391
 RW0391                          STATION DESCRIPTION
 RW0391
 RW0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0391'6.1 MI SW FROM YORK.
 RW0391'6.1 MILES SOUTHWEST ALONG THE EAST HELENA ROAD FROM YORK, LEWIS AND
 RW0391'CLARK COUNTY, 2.4 MILES SOUTHWEST ALONG THE BRIDGE OVER MISSOURI
 RW0391'RIVER, 260 YARDS NORTHEAST OF BENCH MARK B 463, DESCRIBED ABOVE, 36
 RW0391'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 15 FEET NORTHEAST OF A
 RW0391'CLUMP OF SCRUB CEDARS.  A STANDARD DISK, STAMPED C 463 1936 AND SET IN
 RW0391'THE TOP OF A CONCRETE POST.  NOTE-- IT WAS PROBABLY DESTROYED BY ROAD
 RW0391'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0425 ***********************************************************************
 RW0425  DESIGNATION -  C 464
 RW0425  PID         -  RW0425
 RW0425  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0425  USGS QUAD   -  HAUSER LAKE (1972)
 RW0425
 RW0425                         *CURRENT SURVEY CONTROL
 RW0425  ___________________________________________________________________
 RW0425* NAD 83(1986)-  46 42 36.     (N)    111 47 57.     (W)     SCALED    
 RW0425* NAVD 88     -      1123.211  (meters)    3685.07   (feet)  ADJUSTED  
 RW0425  ___________________________________________________________________
 RW0425  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 RW0425  DYNAMIC HT  -        1122.993 (meters)    3684.35  (feet)  COMP
 RW0425  MODELED GRAV-     980,381.6   (mgal)                       NAVD 88
 RW0425
 RW0425  VERT ORDER  -  FIRST     CLASS II
 RW0425
 RW0425.The horizontal coordinates were scaled from a topographic map and have
 RW0425.an estimated accuracy of +/- 6 seconds.
 RW0425
 RW0425.The orthometric height was determined by differential leveling
 RW0425.and adjusted by the National Geodetic Survey in June 1991..
 RW0425
 RW0425.The geoid height was determined by GEOID03.
 RW0425
 RW0425.The dynamic height is computed by dividing the NAVD 88
 RW0425.geopotential number by the normal gravity value computed on the
 RW0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0425.degrees latitude (g = 980.6199 gals.).
 RW0425
 RW0425.The modeled gravity was interpolated from observed gravity values.
 RW0425
 RW0425;                    North         East    Units  Estimated Accuracy
 RW0425;SPC MT       -   275,940.      424,320.      MT  (+/- 180 meters Scaled)
 RW0425
 RW0425                          SUPERSEDED SURVEY CONTROL
 RW0425
 RW0425  NGVD 29 (??/??/92) 1122.189  (m)         3681.72   (f) ADJ UNCH    1 2
 RW0425
 RW0425.Superseded values are not recommended for survey control.
 RW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0425.See file dsdata.txt to determine how the superseded data were derived.
 RW0425
 RW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS389732(NAD 83)
 RW0425_MARKER: DB = BENCH MARK DISK
 RW0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0425_STAMPING: C 464 1936
 RW0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0425+STABILITY: SURFACE MOTION
 RW0425
 RW0425  HISTORY     - Date     Condition        Report By
 RW0425  HISTORY     - 1936     MONUMENTED       CGS
 RW0425  HISTORY     - 1962     GOOD             NGS
 RW0425
 RW0425                          STATION DESCRIPTION
 RW0425
 RW0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0425'2.85 MI SW FROM YORK.
 RW0425'2.85 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK, ON
 RW0425'THE TOP OF A CUT BANK, ACROSS THE ROAD FROM A LONG PARKING AREA, 51
 RW0425'1/2 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 RW0425'SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 15 FEET HIGHER THAN THE ROAD,
 RW0425'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 RW0425'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0205 ***********************************************************************
 RX0205  DESIGNATION -  C 465
 RX0205  PID         -  RX0205
 RX0205  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0205  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0205
 RX0205                         *CURRENT SURVEY CONTROL
 RX0205  ___________________________________________________________________
 RX0205* NAD 83(1986)-  46 38 44.     (N)    112 04 18.     (W)     SCALED    
 RX0205* NAVD 88     -      1205.922  (meters)    3956.43   (feet)  ADJUSTED  
 RX0205  ___________________________________________________________________
 RX0205  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0205  DYNAMIC HT  -        1205.666 (meters)    3955.59  (feet)  COMP
 RX0205  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 RX0205
 RX0205  VERT ORDER  -  FIRST     CLASS II
 RX0205
 RX0205.The horizontal coordinates were scaled from a topographic map and have
 RX0205.an estimated accuracy of +/- 6 seconds.
 RX0205
 RX0205.The orthometric height was determined by differential leveling
 RX0205.and adjusted by the National Geodetic Survey in June 1991..
 RX0205
 RX0205.The geoid height was determined by GEOID03.
 RX0205
 RX0205.The dynamic height is computed by dividing the NAVD 88
 RX0205.geopotential number by the normal gravity value computed on the
 RX0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0205.degrees latitude (g = 980.6199 gals.).
 RX0205
 RX0205.The modeled gravity was interpolated from observed gravity values.
 RX0205
 RX0205;                    North         East    Units  Estimated Accuracy
 RX0205;SPC MT       -   269,430.      403,270.      MT  (+/- 180 meters Scaled)
 RX0205
 RX0205                          SUPERSEDED SURVEY CONTROL
 RX0205
 RX0205  NGVD 29 (??/??/92) 1204.886  (m)         3953.03   (f) ADJ UNCH    1 2
 RX0205
 RX0205.Superseded values are not recommended for survey control.
 RX0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0205.See file dsdata.txt to determine how the superseded data were derived.
 RX0205
 RX0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS179663(NAD 83)
 RX0205_MARKER: DB = BENCH MARK DISK
 RX0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0205_STAMPING: C 465 1936
 RX0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0205+STABILITY: SURFACE MOTION
 RX0205
 RX0205  HISTORY     - Date     Condition        Report By
 RX0205  HISTORY     - 1936     MONUMENTED       CGS
 RX0205  HISTORY     - 1962     GOOD             NGS
 RX0205
 RX0205                          STATION DESCRIPTION
 RX0205
 RX0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0205'2.85 MI NW FROM HELENA.
 RX0205'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0205'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 0.85 MILE WEST ALONG A
 RX0205'COUNTY ROAD, 176 YARDS WEST OF BENCH MARK B 465, 0.05 MILE EAST OF A
 RX0205'GATE IN A FENCE LINE, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 58
 RX0205'FEET SOUTH OF AND ACROSS THE ROAD FROM A FENCE, 3 FEET SOUTHWEST OF A
 RX0205'SMALL MOUND OF ROCK, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 RX0205'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0229 ***********************************************************************
 RX0229  DESIGNATION -  C 466
 RX0229  PID         -  RX0229
 RX0229  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0229  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0229
 RX0229                         *CURRENT SURVEY CONTROL
 RX0229  ___________________________________________________________________
 RX0229* NAD 83(1986)-  46 37 50.     (N)    112 05 34.     (W)     SCALED    
 RX0229* NAVD 88     -      1201.072  (meters)    3940.52   (feet)  ADJUSTED  
 RX0229  ___________________________________________________________________
 RX0229  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0229  DYNAMIC HT  -        1200.813 (meters)    3939.67  (feet)  COMP
 RX0229  MODELED GRAV-     980,357.7   (mgal)                       NAVD 88
 RX0229
 RX0229  VERT ORDER  -  FIRST     CLASS II
 RX0229
 RX0229.The horizontal coordinates were scaled from a topographic map and have
 RX0229.an estimated accuracy of +/- 6 seconds.
 RX0229
 RX0229.The orthometric height was determined by differential leveling
 RX0229.and adjusted by the National Geodetic Survey in June 1991..
 RX0229
 RX0229.The geoid height was determined by GEOID03.
 RX0229
 RX0229.The dynamic height is computed by dividing the NAVD 88
 RX0229.geopotential number by the normal gravity value computed on the
 RX0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0229.degrees latitude (g = 980.6199 gals.).
 RX0229
 RX0229.The modeled gravity was interpolated from observed gravity values.
 RX0229
 RX0229;                    North         East    Units  Estimated Accuracy
 RX0229;SPC MT       -   267,820.      401,600.      MT  (+/- 180 meters Scaled)
 RX0229
 RX0229                          SUPERSEDED SURVEY CONTROL
 RX0229
 RX0229  NGVD 29 (??/??/92) 1200.029  (m)         3937.10   (f) ADJ UNCH    1 2
 RX0229
 RX0229.Superseded values are not recommended for survey control.
 RX0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0229.See file dsdata.txt to determine how the superseded data were derived.
 RX0229
 RX0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS163646(NAD 83)
 RX0229_MARKER: DB = BENCH MARK DISK
 RX0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0229_STAMPING: C 466 1936
 RX0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0229+STABILITY: SURFACE MOTION
 RX0229
 RX0229  HISTORY     - Date     Condition        Report By
 RX0229  HISTORY     - 1936     MONUMENTED       CGS
 RX0229  HISTORY     - 1962     GOOD             NGS
 RX0229
 RX0229                          STATION DESCRIPTION
 RX0229
 RX0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0229'4.95 MI NW FROM HELENA.
 RX0229'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0229'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 1.55 MILES WEST ALONG A
 RX0229'COUNTY ROAD, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.4
 RX0229'MILE WEST ALONG A FENCE LINE, 0.2 MILE EAST OF BENCH MARK E 466, 0.05
 RX0229'MILE SOUTHEAST OF A PRIVATE CROSSING OVER THE NORTHERN PACIFIC
 RX0229'RAILWAY, AT THE T JUNCTION OF FENCES, 76.3 FEET NORTHEAST OF THE
 RX0229'NORTHEAST RAIL, 61 FEET EAST-NORTHEAST OF THE CENTER OF THE NORTHEAST
 RX0229'END OF A 36-INCH CONCRETE PIPE CULVERT UNDER THE TRACK, 3.0 FEET NORTH
 RX0229'OF A FENCE, 3.1 FEET NORTHEAST OF A FENCE, ABOUT 3 1/2 FEET LOWER THAN
 RX0229'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RX0229'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0253 ***********************************************************************
 RX0253  DESIGNATION -  C 467
 RX0253  PID         -  RX0253
 RX0253  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0253  USGS QUAD   -  HELENA (1985)
 RX0253
 RX0253                         *CURRENT SURVEY CONTROL
 RX0253  ___________________________________________________________________
 RX0253* NAD 83(1986)-  46 36 57.     (N)    112 06 42.     (W)     SCALED    
 RX0253* NAVD 88     -      1244.213  (meters)    4082.06   (feet)  ADJUSTED  
 RX0253  ___________________________________________________________________
 RX0253  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0253  DYNAMIC HT  -        1243.936 (meters)    4081.15  (feet)  COMP
 RX0253  MODELED GRAV-     980,349.0   (mgal)                       NAVD 88
 RX0253
 RX0253  VERT ORDER  -  FIRST     CLASS II
 RX0253
 RX0253.The horizontal coordinates were scaled from a topographic map and have
 RX0253.an estimated accuracy of +/- 6 seconds.
 RX0253
 RX0253.The orthometric height was determined by differential leveling
 RX0253.and adjusted by the National Geodetic Survey in June 1991..
 RX0253
 RX0253.The geoid height was determined by GEOID03.
 RX0253
 RX0253.The dynamic height is computed by dividing the NAVD 88
 RX0253.geopotential number by the normal gravity value computed on the
 RX0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0253.degrees latitude (g = 980.6199 gals.).
 RX0253
 RX0253.The modeled gravity was interpolated from observed gravity values.
 RX0253
 RX0253;                    North         East    Units  Estimated Accuracy
 RX0253;SPC MT       -   266,230.      400,100.      MT  (+/- 180 meters Scaled)
 RX0253
 RX0253                          SUPERSEDED SURVEY CONTROL
 RX0253
 RX0253  NGVD 29 (??/??/92) 1243.162  (m)         4078.61   (f) ADJ UNCH    1 2
 RX0253
 RX0253.Superseded values are not recommended for survey control.
 RX0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0253.See file dsdata.txt to determine how the superseded data were derived.
 RX0253
 RX0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS148630(NAD 83)
 RX0253_MARKER: DB = BENCH MARK DISK
 RX0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0253_STAMPING: C 467 1936
 RX0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0253+STABILITY: SURFACE MOTION
 RX0253
 RX0253  HISTORY     - Date     Condition        Report By
 RX0253  HISTORY     - 1936     MONUMENTED       CGS
 RX0253  HISTORY     - 1962     GOOD             NGS
 RX0253
 RX0253                          STATION DESCRIPTION
 RX0253
 RX0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0253'1.2 MI S FROM FORT HARRISON.
 RX0253'1.0 MILE SOUTH ALONG THE WEST BOUNDARY FENCE AND A TRACK ROAD FROM THE
 RX0253'NORTHWEST CORNER FENCE BOUNDARY AT FORT HARRISON, THENCE 0.2 MILE
 RX0253'EAST-SOUTHEAST ACROSS A TARGET RANGE, 330 YARDS EAST-SOUTHEAST OF
 RX0253'BENCH MARK B 467, NEAR A MOUND OF ROCKS, 146 FEET WEST-SOUTHWEST OF
 RX0253'THE SOUTHWEST CORNER OF A STONE AND CONCRETE TARGET PIT, 279 FEET
 RX0253'SOUTHEAST OF THE CENTER LINE OF A ROAD TO THE PUMP, AND SET IN THE TOP
 RX0253'OF A GRANITE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0013 ***********************************************************************
 RX0013  CBN         -  This is a Cooperative Base Network Control Station.
 RX0013  DESIGNATION -  C 468
 RX0013  PID         -  RX0013
 RX0013  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0013  USGS QUAD   -  HELENA (1985)
 RX0013
 RX0013                         *CURRENT SURVEY CONTROL
 RX0013  ___________________________________________________________________
 RX0013* NAD 83(1999)-  46 36 31.83718(N)    112 03 07.67126(W)     ADJUSTED  
 RX0013* NAVD 88     -      1198.713  (meters)    3932.78   (feet)  ADJUSTED  
 RX0013  ___________________________________________________________________
 RX0013  X           -  -1,648,301.784 (meters)                     COMP
 RX0013  Y           -  -4,069,027.018 (meters)                     COMP
 RX0013  Z           -   4,612,862.237 (meters)                     COMP
 RX0013  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 RX0013  ELLIP HEIGHT-        1185.63  (meters)          (10/12/00) GPS OBS
 RX0013  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0013  DYNAMIC HT  -        1198.471 (meters)    3931.98  (feet)  COMP
 RX0013  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 RX0013
 RX0013  HORZ ORDER  -  A
 RX0013  VERT ORDER  -  FIRST     CLASS II
 RX0013  ELLP ORDER  -  THIRD     CLASS I
 RX0013
 RX0013.The horizontal coordinates were established by GPS observations
 RX0013.and adjusted by the National Geodetic Survey in October 2000..
 RX0013.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RX0013.DATUM ITEM on the data sheet items page.
 RX0013
 RX0013.The orthometric height was determined by differential leveling
 RX0013.and adjusted by the National Geodetic Survey in June 1991..
 RX0013.WARNING-Repeat measurements at this control monument indicate possible
 RX0013.vertical movement.
 RX0013
 RX0013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RX0013
 RX0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0013
 RX0013.The ellipsoidal height was determined by GPS observations
 RX0013.and is referenced to NAD 83.
 RX0013
 RX0013.The geoid height was determined by GEOID03.
 RX0013
 RX0013.The dynamic height is computed by dividing the NAVD 88
 RX0013.geopotential number by the normal gravity value computed on the
 RX0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0013.degrees latitude (g = 980.6199 gals.).
 RX0013
 RX0013.The modeled gravity was interpolated from observed gravity values.
 RX0013
 RX0013;                    North         East     Units Scale Factor Converg.
 RX0013;SPC MT       -   265,302.935   404,631.598   MT  0.99941732   -1 52 00.8
 RX0013;SPC MT       -   870,416.45  1,327,531.49   iFT  0.99941732   -1 52 00.8
 RX0013;UTM  12      - 5,162,235.419   419,429.502   MT  0.99967979   -0 45 52.6
 RX0013
 RX0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0013!SPC MT       -   0.99981418  x   0.99941732  =   0.99923161
 RX0013!UTM  12      -   0.99981418  x   0.99967979  =   0.99949403
 RX0013
 RX0013                          SUPERSEDED SURVEY CONTROL
 RX0013
 RX0013  NAD 83(1992)-  46 36 31.83595(N)    112 03 07.67086(W) AD(       ) B
 RX0013  NAVD 88 (10/12/00) 1198.71   (m)         3932.8    (f) LEVELING    3  
 RX0013  NGVD 29 (??/??/92) 1197.691  (m)         3929.42   (f) ADJ UNCH    1 2
 RX0013
 RX0013.Superseded values are not recommended for survey control.
 RX0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0013.See file dsdata.txt to determine how the superseded data were derived.
 RX0013
 RX0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1943062235(NAD 83)
 RX0013_MARKER: DB = BENCH MARK DISK
 RX0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0013_STAMPING: C 468 1936
 RX0013_MARK LOGO: CGS   
 RX0013_PROJECTION: FLUSH
 RX0013_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0013+STABILITY: SURFACE MOTION
 RX0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0013+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 RX0013
 RX0013  HISTORY     - Date     Condition        Report By
 RX0013  HISTORY     - 1936     MONUMENTED       CGS
 RX0013  HISTORY     - 1962     GOOD             NGS
 RX0013  HISTORY     - 1979     GOOD             NGS
 RX0013  HISTORY     - 1982     GOOD             NGS
 RX0013  HISTORY     - 19990727 GOOD             NGS
 RX0013
 RX0013                          STATION DESCRIPTION
 RX0013
 RX0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0013'0.6 MI NW FROM HELENA.
 RX0013'0.6 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0013'OF BENTON AVENUE AT HELENA, 17 1/2 FEET SOUTH-SOUTHWEST OF THE 21ST
 RX0013'POLE WEST-NORTHWEST OF MILEPOLE 213, 6 POLES WEST-NORTHWEST OF BENCH
 RX0013'MARK D 468, 45.5 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 3.0 FEET
 RX0013'NORTH-NORTHEAST OF A FENCE, 1.0 FOOT SOUTH-SOUTHWEST OF A WITNESS
 RX0013'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 RX0013'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 RX0013
 RX0013                          STATION RECOVERY (1979)
 RX0013
 RX0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0013'0.6 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0013'OF BENTON AVENUE IN HELENA, 0.1 MILE SOUTHEAST OF A RAILROAD OVERPASS,
 RX0013'253 FEET SOUTH OF THE SOUTHERN MAIN RAIL, 138.7 FEET EAST OF THE
 RX0013'CENTERLINE OF THE PAVED ROAD, AND 52 FEET SOUTH OF THE CENTER OF
 RX0013'AN OLD RAILROAD BED.
 RX0013'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 RX0013'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 RX0013
 RX0013                          STATION RECOVERY (1982)
 RX0013
 RX0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RX0013'0.8 KM (0.5 MI) NORTH ALONG BENTON AVE FROM THE INTERSECTION OF
 RX0013'LYNNDALE STREET AT CARROL COLLEGE IN HELENA THENCE 0.97 KM (0.6 MI)
 RX0013'WEST ALONG THE ABANDONED RAILROAD BED TO THE MARK ON THE LEFT 17.1 M
 RX0013'(56 FT) SOUTH OF THE CENTER OF THE RAILROAD BED.
 RX0013
 RX0013                          STATION RECOVERY (1999)
 RX0013
 RX0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KAL)
 RX0013'THE STATION IS LOCATED IN HELENA, 250 FT (76.2 M) SOUTH OF THE CENTER
 RX0013'OF THE SOUTHERLY MRL RAIL LINE AND 135 FT (41.1 M) EAST OF HENDERSON
 RX0013'ST.  OWNERSHIP--CITY OF HELENA, 316 N PARK AVE, HELENA MT 59623, PHONE
 RX0013'406-447-8000.  TO REACH THE STATION FROM THE INTERSECTION OF US
 RX0013'HIGHWAY 12 AND HENDERSON ST IN HELENA, GO NORTHEASTERLY FOR 1875 FT
 RX0013'(571.5 M) ALONG HENDERSON ST, THENCE NORTHWESTERLY FOR 523 FT (159.4
 RX0013'M) ALONG HENDERSON ST.  FROM THE CENTER OF CURB AND GUTTER, GO EAST
 RX0013'PERPENDICULAR FOR 135 FT (41.1 M) TO THE STATION. THE STATION IS SET
 RX0013'IN AN 18 CM CONCRETE POST PROJECTING 3 CM ABOVE GROUND.  LOCATED 73 FT
 RX0013'(22.3 M) SOUTH OF A POWER POLE ON AN EAST-WEST POWERLINE, 59.5 FT
 RX0013'(18.1 M) EAST OF THE EAST EDGE OF THE ASPHALT BIKE PATH AND 200 FT
 RX0013'(61.0 M) WEST OF THE WESTERLY POWER POLE SOUTH OF THE GRAVEL BIKE
 RX0013'PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0086 ***********************************************************************
 QW0086  DESIGNATION -  C 47
 QW0086  PID         -  QW0086
 QW0086  STATE/COUNTY-  MT/CARBON
 QW0086  USGS QUAD   -  WARREN (1969)
 QW0086
 QW0086                         *CURRENT SURVEY CONTROL
 QW0086  ___________________________________________________________________
 QW0086* NAD 83(1986)-  45 03 27.     (N)    108 39 28.     (W)     SCALED    
 QW0086* NAVD 88     -      1344.297  (meters)    4410.41   (feet)  ADJUSTED  
 QW0086  ___________________________________________________________________
 QW0086  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 QW0086  DYNAMIC HT  -        1343.787 (meters)    4408.74  (feet)  COMP
 QW0086  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 QW0086
 QW0086  VERT ORDER  -  FIRST     CLASS II
 QW0086
 QW0086.The horizontal coordinates were scaled from a topographic map and have
 QW0086.an estimated accuracy of +/- 6 seconds.
 QW0086
 QW0086.The orthometric height was determined by differential leveling
 QW0086.and adjusted by the National Geodetic Survey in June 1991..
 QW0086
 QW0086.The geoid height was determined by GEOID03.
 QW0086
 QW0086.The dynamic height is computed by dividing the NAVD 88
 QW0086.geopotential number by the normal gravity value computed on the
 QW0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0086.degrees latitude (g = 980.6199 gals.).
 QW0086
 QW0086.The modeled gravity was interpolated from observed gravity values.
 QW0086
 QW0086;                    North         East    Units  Estimated Accuracy
 QW0086;SPC MT       -    90,110.      666,340.      MT  (+/- 180 meters Scaled)
 QW0086
 QW0086                          SUPERSEDED SURVEY CONTROL
 QW0086
 QW0086  NGVD 29 (??/??/92) 1343.340  (m)         4407.27   (f) ADJ UNCH    1 2
 QW0086
 QW0086.Superseded values are not recommended for survey control.
 QW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0086.See file dsdata.txt to determine how the superseded data were derived.
 QW0086
 QW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ844920(NAD 83)
 QW0086_MARKER: DB = BENCH MARK DISK
 QW0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0086_SP_SET: FOUNDATION
 QW0086_STAMPING: C 47 1933
 QW0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0086
 QW0086  HISTORY     - Date     Condition        Report By
 QW0086  HISTORY     - 1933     MONUMENTED       CGS
 QW0086  HISTORY     - 1969     MARK NOT FOUND   USGS
 QW0086  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0086
 QW0086                          STATION DESCRIPTION
 QW0086
 QW0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QW0086'6.3 MI N FROM FRANNIE.
 QW0086'IN CARBON COUNTY, MONTANA, 6.3 MILES NORTH ALONG THE CHICAGO,
 QW0086'BURLINGTON AND QUINCY RAILROAD FROM FRANNIE, PARK COUNTY, WYOMING, AT
 QW0086'WARREN, CARBON COUNTY, AT MILEAGE 465.3, 100 FEET EAST OF THE TRACK,
 QW0086'AT A WATER TOWER, AND IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 QW0086'SOUTHWEST LEG.  A STANDARD DISK, STAMPED C 47 1933.
 QW0086
 QW0086                          STATION RECOVERY (1969)
 QW0086
 QW0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QW0086'MARK NOT FOUND.
 QW0086
 QW0086                          STATION RECOVERY (1982)
 QW0086
 QW0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0345 ***********************************************************************
 TN0345  DESIGNATION -  C 470
 TN0345  PID         -  TN0345
 TN0345  STATE/COUNTY-  MT/LINCOLN
 TN0345  USGS QUAD   -  LIBBY (1983)
 TN0345
 TN0345                         *CURRENT SURVEY CONTROL
 TN0345  ___________________________________________________________________
 TN0345* NAD 83(1986)-  48 24 07.     (N)    115 32 20.     (W)     SCALED    
 TN0345* NAVD 88     -       647.174  (meters)    2123.27   (feet)  ADJUSTED  
 TN0345  ___________________________________________________________________
 TN0345  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TN0345  DYNAMIC HT  -         647.214 (meters)    2123.40  (feet)  COMP
 TN0345  MODELED GRAV-     980,651.9   (mgal)                       NAVD 88
 TN0345
 TN0345  VERT ORDER  -  FIRST     CLASS II
 TN0345
 TN0345.The horizontal coordinates were scaled from a topographic map and have
 TN0345.an estimated accuracy of +/- 6 seconds.
 TN0345
 TN0345.The orthometric height was determined by differential leveling
 TN0345.and adjusted by the National Geodetic Survey in June 1991..
 TN0345
 TN0345.The geoid height was determined by GEOID03.
 TN0345
 TN0345.The dynamic height is computed by dividing the NAVD 88
 TN0345.geopotential number by the normal gravity value computed on the
 TN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0345.degrees latitude (g = 980.6199 gals.).
 TN0345
 TN0345.The modeled gravity was interpolated from observed gravity values.
 TN0345
 TN0345;                    North         East    Units  Estimated Accuracy
 TN0345;SPC MT       -   478,600.      153,440.      MT  (+/- 180 meters Scaled)
 TN0345
 TN0345                          SUPERSEDED SURVEY CONTROL
 TN0345
 TN0345  NGVD 29 (??/??/92)  645.997  (m)         2119.41   (f) ADJ UNCH    1 2
 TN0345
 TN0345.Superseded values are not recommended for survey control.
 TN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0345.See file dsdata.txt to determine how the superseded data were derived.
 TN0345
 TN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP081620(NAD 83)
 TN0345_MARKER: DB = BENCH MARK DISK
 TN0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0345_STAMPING: C 470 1944
 TN0345_PROJECTION: FLUSH
 TN0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0345+STABILITY: SURFACE MOTION
 TN0345
 TN0345  HISTORY     - Date     Condition        Report By
 TN0345  HISTORY     - 1944     MONUMENTED       CGS
 TN0345  HISTORY     - 1980     GOOD             NGS
 TN0345  HISTORY     - 1981     GOOD             LOCSUR
 TN0345
 TN0345                          STATION DESCRIPTION
 TN0345
 TN0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TN0345'1.0 MI NE FROM LIBBY.
 TN0345'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 37 FROM THE GREAT NORTHERN
 TN0345'RAILWAY STATION AT LIBBY, LINCOLN COUNTY, AT THE SOUTHWEST JUNCTION OF
 TN0345'THE AIRPORT ROAD, 85 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 25
 TN0345'FEET SOUTH OF THE CENTERLINE OF THE AIRPORT ROAD, 15 FEET NORTH OF THE
 TN0345'CORNER OF A POLE FENCE, AND 0.6 FOOT SOUTH OF A WHITE WOODEN WITNESS
 TN0345'POST.  AN IRON BENCH-MARK DISK, STAMPED C 470 1944 AND SET IN THE TOP
 TN0345'OF A CONCRETE POST.
 TN0345
 TN0345                          STATION RECOVERY (1980)
 TN0345
 TN0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0345'2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0345'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, DIRECTLY ACROSS THE HIGHWAY
 TN0345'FROM THE ENTRANCE TO THE KOOTENAI NATIONAL FOREST RANGER STATION,
 TN0345'26.4 METERS (86.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 TN0345'7.9 METERS, (26.0 FEET) SOUTHWEST OF THE CENTERLINE OF A GRAVEL
 TN0345'ROAD LEADING EAST TO A PARK AND BASEBALL FIELD ON THE SITE OF THE
 TN0345'OLD LIBBY AIRPORT, 4.0 METERS (13.0 FEET) NORTHWEST OF A BARBED
 TN0345'WIRE FENCE LINE.  NOTE-THIS MARK HAS RUSTED OVER THE YEARS AND THE
 TN0345'STAMPING IS DIFFICULT TO READ.
 TN0345'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 TN0345'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TN0345
 TN0345                          STATION RECOVERY (1981)
 TN0345
 TN0345'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TN0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0352 ***********************************************************************
 SU0352  DESIGNATION -  C 472
 SU0352  PID         -  SU0352
 SU0352  STATE/COUNTY-  MT/SANDERS
 SU0352  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0352
 SU0352                         *CURRENT SURVEY CONTROL
 SU0352  ___________________________________________________________________
 SU0352* NAD 83(1986)-  47 36 20.     (N)    115 22 17.     (W)     SCALED    
 SU0352* NAVD 88     -       743.186  (meters)    2438.27   (feet)  ADJUSTED  
 SU0352  ___________________________________________________________________
 SU0352  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 SU0352  DYNAMIC HT  -         743.159 (meters)    2438.18  (feet)  COMP
 SU0352  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 SU0352
 SU0352  VERT ORDER  -  FIRST     CLASS II
 SU0352
 SU0352.The horizontal coordinates were scaled from a topographic map and have
 SU0352.an estimated accuracy of +/- 6 seconds.
 SU0352
 SU0352.The orthometric height was determined by differential leveling
 SU0352.and adjusted by the National Geodetic Survey in June 1991..
 SU0352
 SU0352.The geoid height was determined by GEOID03.
 SU0352
 SU0352.The dynamic height is computed by dividing the NAVD 88
 SU0352.geopotential number by the normal gravity value computed on the
 SU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0352.degrees latitude (g = 980.6199 gals.).
 SU0352
 SU0352.The modeled gravity was interpolated from observed gravity values.
 SU0352
 SU0352;                    North         East    Units  Estimated Accuracy
 SU0352;SPC MT       -   389,390.      159,170.      MT  (+/- 180 meters Scaled)
 SU0352
 SU0352                          SUPERSEDED SURVEY CONTROL
 SU0352
 SU0352  NGVD 29 (??/??/92)  742.029  (m)         2434.47   (f) ADJ UNCH    1 2
 SU0352
 SU0352.Superseded values are not recommended for survey control.
 SU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0352.See file dsdata.txt to determine how the superseded data were derived.
 SU0352
 SU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN224737(NAD 83)
 SU0352_MARKER: DB = BENCH MARK DISK
 SU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0352_STAMPING: C 472 1944
 SU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0352+STABILITY: SURFACE MOTION
 SU0352
 SU0352  HISTORY     - Date     Condition        Report By
 SU0352  HISTORY     - 1944     MONUMENTED       CGS
 SU0352  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0352
 SU0352                          STATION DESCRIPTION
 SU0352
 SU0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0352'1.45 MI NW FROM THOMPSON FALLS.
 SU0352'ALONG THE NORTHERN PACIFIC RAILWAY, 1.45 MILES NORTHWEST OF THE
 SU0352'STATION AT THOMPSON FALLS, 14 1/3 39-FOOT RAILS SOUTHEAST OF MILEPOST
 SU0352'NO. 33, NEAR THE SOUTHEAST END OF A RAILWAY CUT, 47.0 FEET NORTHEAST
 SU0352'OF THE NORTHEAST RAIL, 15.6 FEET SOUTHWEST OF THE CENTER-LINE OF A
 SU0352'GRAVEL ROAD PARALLELING THE RAILWAY, 12.9 FEET WEST NORTHWEST OF
 SU0352'TELEPHONE POLE WHERE TELEPHONE LINE MAKES TURN TO NORTHWEST TO FOLLOW
 SU0352'CURVE IN RAILWAY AND ROAD, 6.1 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 SU0352'FENCE LINE, 2.1 FEET SOUTHEAST OF REFERENCE POST, SET IN THE TOP OF A
 SU0352'CONCRETE POST PROJECTING 6.0 INCHES ABOVE THE GROUND.
 SU0352
 SU0352                          STATION RECOVERY (1980)
 SU0352
 SU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0352'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THIS
 SU0352'AREA HAS BEEN GRADED, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0402 ***********************************************************************
 SU0402  DESIGNATION -  C 474
 SU0402  PID         -  SU0402
 SU0402  STATE/COUNTY-  MT/MINERAL
 SU0402  USGS QUAD   -  SAINT REGIS (1988)
 SU0402
 SU0402                         *CURRENT SURVEY CONTROL
 SU0402  ___________________________________________________________________
 SU0402* NAD 83(1986)-  47 15 14.     (N)    115 03 24.     (W)     SCALED    
 SU0402* NAVD 88     -       808.036  (meters)    2651.03   (feet)  ADJUSTED  
 SU0402  ___________________________________________________________________
 SU0402  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SU0402  DYNAMIC HT  -         807.963 (meters)    2650.79  (feet)  COMP
 SU0402  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 SU0402
 SU0402  VERT ORDER  -  FIRST     CLASS II
 SU0402
 SU0402.The horizontal coordinates were scaled from a topographic map and have
 SU0402.an estimated accuracy of +/- 6 seconds.
 SU0402
 SU0402.The orthometric height was determined by differential leveling
 SU0402.and adjusted by the National Geodetic Survey in June 1991..
 SU0402
 SU0402.The geoid height was determined by GEOID03.
 SU0402
 SU0402.The dynamic height is computed by dividing the NAVD 88
 SU0402.geopotential number by the normal gravity value computed on the
 SU0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0402.degrees latitude (g = 980.6199 gals.).
 SU0402
 SU0402.The modeled gravity was interpolated from observed gravity values.
 SU0402
 SU0402;                    North         East    Units  Estimated Accuracy
 SU0402;SPC MT       -   348,690.      179,990.      MT  (+/- 180 meters Scaled)
 SU0402
 SU0402                          SUPERSEDED SURVEY CONTROL
 SU0402
 SU0402  NGVD 29 (??/??/92)  806.893  (m)         2647.28   (f) ADJ UNCH    1 2
 SU0402
 SU0402.Superseded values are not recommended for survey control.
 SU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0402.See file dsdata.txt to determine how the superseded data were derived.
 SU0402
 SU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN470352(NAD 83)
 SU0402_MARKER: DB = BENCH MARK DISK
 SU0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0402_STAMPING: C 474 1944
 SU0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0402+STABILITY: SURFACE MOTION
 SU0402
 SU0402  HISTORY     - Date     Condition        Report By
 SU0402  HISTORY     - 1944     MONUMENTED       CGS
 SU0402  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0402
 SU0402                          STATION DESCRIPTION
 SU0402
 SU0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0402'3.3 MI SE FROM ST REGIS.
 SU0402'3.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0402'STATION AT ST. REGIS, SET AT MILEPOST NO. 194, ABOUT 300 FEET
 SU0402'NORTHEAST OF A WHITE 2-STORY FARM HOUSE, 71 FEET NORTHWEST OF THE
 SU0402'MILEPOST, 30.6 FEET WEST OF WEST RAIL OF TRACK, 14 FEET EAST OF
 SU0402'CENTER-LINE OF ROAD PARALLELING TRACK, 1.2 FEET EAST OF FENCE, 2 FEET
 SU0402'NORTH OF REFERENCE POST.  IRON BENCH MARK DISK SET IN TOP OF A
 SU0402'CONCRETE PRECAST POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND AND
 SU0402'ABOUT 2 FEET BELOW TRACK LEVEL.
 SU0402
 SU0402                          STATION RECOVERY (1982)
 SU0402
 SU0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0181 ***********************************************************************
 SU0181  DESIGNATION -  C 475
 SU0181  PID         -  SU0181
 SU0181  STATE/COUNTY-  MT/MINERAL
 SU0181  USGS QUAD   -  LOZEAU (1985)
 SU0181
 SU0181                         *CURRENT SURVEY CONTROL
 SU0181  ___________________________________________________________________
 SU0181* NAD 83(1986)-  47 03 07.     (N)    114 46 10.     (W)     SCALED    
 SU0181* NAVD 88     -       877.246  (meters)    2878.10   (feet)  ADJUSTED  
 SU0181  ___________________________________________________________________
 SU0181  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 SU0181  DYNAMIC HT  -         877.138 (meters)    2877.74  (feet)  COMP
 SU0181  MODELED GRAV-     980,462.1   (mgal)                       NAVD 88
 SU0181
 SU0181  VERT ORDER  -  FIRST     CLASS II
 SU0181
 SU0181.The horizontal coordinates were scaled from a topographic map and have
 SU0181.an estimated accuracy of +/- 6 seconds.
 SU0181
 SU0181.The orthometric height was determined by differential leveling
 SU0181.and adjusted by the National Geodetic Survey in June 1991..
 SU0181
 SU0181.The geoid height was determined by GEOID03.
 SU0181
 SU0181.The dynamic height is computed by dividing the NAVD 88
 SU0181.geopotential number by the normal gravity value computed on the
 SU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0181.degrees latitude (g = 980.6199 gals.).
 SU0181
 SU0181.The modeled gravity was interpolated from observed gravity values.
 SU0181
 SU0181;                    North         East    Units  Estimated Accuracy
 SU0181;SPC MT       -   324,800.      200,160.      MT  (+/- 180 meters Scaled)
 SU0181
 SU0181                          SUPERSEDED SURVEY CONTROL
 SU0181
 SU0181  NGVD 29 (??/??/92)  876.117  (m)         2874.39   (f) ADJ UNCH    1 2
 SU0181
 SU0181.Superseded values are not recommended for survey control.
 SU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0181.See file dsdata.txt to determine how the superseded data were derived.
 SU0181
 SU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN694133(NAD 83)
 SU0181_MARKER: DB = BENCH MARK DISK
 SU0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0181_STAMPING: C 475 1944
 SU0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0181+STABILITY: SURFACE MOTION
 SU0181
 SU0181  HISTORY     - Date     Condition        Report By
 SU0181  HISTORY     - 1944     MONUMENTED       CGS
 SU0181  HISTORY     - 1980     GOOD             USGS
 SU0181
 SU0181                          STATION DESCRIPTION
 SU0181
 SU0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0181'3.7 MI N FROM RIVULET.
 SU0181'3.7 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SU0181'AT RIVULET, SET AT QUARTZ SIDING, AT THE QUARTZ SIGN POST, 43.3 FEET
 SU0181'WEST OF THE WEST RAIL OF MAIN TRACK, 29 FEET NORTHWEST OF THE SIGN, 7
 SU0181'FEET NORTH OF THE NORTH EDGE OF AN OLD SIDEWALK, ABOUT 275 FEET EAST
 SU0181'OF A CONCRETE FARM HOUSE, 2.4 FEET NORTH OF REFERENCE POST. IRON BENCH
 SU0181'MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 SU0181'PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
 SU0181
 SU0181                          STATION RECOVERY (1980)
 SU0181
 SU0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SU0181'3.7 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILWAY FROM RIVULET,
 SU0181'MINERAL COUNTY, AT QUARTZ, EAST OF A LARGE RED SHOP, 95 FEET SOUTH OF
 SU0181'THE SOUTH CORNER OF A SMALL GREEN AND WHITE BUILDING AND 45 FEET WEST
 SU0181'OF THE CENTER OF THE R.R. AN IRON BENCH- MARK DISK, STAMPED "C 475
 SU0181'1944" AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0670 ***********************************************************************
 RX0670  DESIGNATION -  C 476
 RX0670  PID         -  RX0670
 RX0670  STATE/COUNTY-  MT/MISSOULA
 RX0670  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0670
 RX0670                         *CURRENT SURVEY CONTROL
 RX0670  ___________________________________________________________________
 RX0670* NAD 83(1986)-  46 51 45.     (N)    113 58 58.     (W)     SCALED    
 RX0670* NAVD 88     -       981.346  (meters)    3219.63   (feet)  ADJUSTED  
 RX0670  ___________________________________________________________________
 RX0670  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 RX0670  DYNAMIC HT  -         981.192 (meters)    3219.13  (feet)  COMP
 RX0670  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 RX0670
 RX0670  VERT ORDER  -  FIRST     CLASS II
 RX0670
 RX0670.The horizontal coordinates were scaled from a topographic map and have
 RX0670.an estimated accuracy of +/- 6 seconds.
 RX0670
 RX0670.The orthometric height was determined by differential leveling
 RX0670.and adjusted by the National Geodetic Survey in June 1991..
 RX0670
 RX0670.The geoid height was determined by GEOID03.
 RX0670
 RX0670.The dynamic height is computed by dividing the NAVD 88
 RX0670.geopotential number by the normal gravity value computed on the
 RX0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0670.degrees latitude (g = 980.6199 gals.).
 RX0670
 RX0670.The modeled gravity was interpolated from observed gravity values.
 RX0670
 RX0670;                    North         East    Units  Estimated Accuracy
 RX0670;SPC MT       -   300,070.      258,580.      MT  (+/- 180 meters Scaled)
 RX0670
 RX0670                          SUPERSEDED SURVEY CONTROL
 RX0670
 RX0670  NGVD 29 (??/??/92)  980.264  (m)         3216.08   (f) ADJ UNCH    1 2
 RX0670
 RX0670.Superseded values are not recommended for survey control.
 RX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0670.See file dsdata.txt to determine how the superseded data were derived.
 RX0670
 RX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS726942(NAD 83)
 RX0670_MARKER: DB = BENCH MARK DISK
 RX0670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0670_SP_SET: FOUNDATION
 RX0670_STAMPING: C 476 1944
 RX0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0670
 RX0670  HISTORY     - Date     Condition        Report By
 RX0670  HISTORY     - 1944     MONUMENTED       CGS
 RX0670  HISTORY     - 1956     GOOD             NGS
 RX0670  HISTORY     - 1979     GOOD             NGS
 RX0670
 RX0670                          STATION DESCRIPTION
 RX0670
 RX0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RX0670'IN MISSOULA.
 RX0670'AT MISSOULA, MISSOULA COUNTY, AT THE UNIVERSITY OF MONTANA, AT THE
 RX0670'POWERHOUSE, IN THE WEST FACE OF THE GRANITE FOUNDATION, 4.7 FEET NORTH
 RX0670'OF THE SOUTHWEST CORNER OF THE BUILDING, AND 2.1 FEET ABOVE THE
 RX0670'GROUND.  A STANDARD DISK, STAMPED C 476 1944 AND SET VERTICALLY.
 RX0670
 RX0670                          STATION RECOVERY (1979)
 RX0670
 RX0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0670'NOTE--BUILDING IS NOW CALLED THE HEATING PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0001 ***********************************************************************
 QZ0001  DESIGNATION -  C 477
 QZ0001  PID         -  QZ0001
 QZ0001  STATE/COUNTY-  MT/RAVALLI
 QZ0001  USGS QUAD   -  ROBBINS GULCH (1964)
 QZ0001
 QZ0001                         *CURRENT SURVEY CONTROL
 QZ0001  ___________________________________________________________________
 QZ0001* NAD 83(1986)-  45 55 51.     (N)    114 07 27.     (W)     SCALED    
 QZ0001* NAVD 88     -      1229.378  (meters)    4033.38   (feet)  ADJUSTED  
 QZ0001  ___________________________________________________________________
 QZ0001  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 QZ0001  DYNAMIC HT  -        1228.992 (meters)    4032.12  (feet)  COMP
 QZ0001  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 QZ0001
 QZ0001  VERT ORDER  -  FIRST     CLASS II
 QZ0001
 QZ0001.The horizontal coordinates were scaled from a topographic map and have
 QZ0001.an estimated accuracy of +/- 6 seconds.
 QZ0001
 QZ0001.The orthometric height was determined by differential leveling
 QZ0001.and adjusted by the National Geodetic Survey in June 1991..
 QZ0001
 QZ0001.The geoid height was determined by GEOID03.
 QZ0001
 QZ0001.The dynamic height is computed by dividing the NAVD 88
 QZ0001.geopotential number by the normal gravity value computed on the
 QZ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0001.degrees latitude (g = 980.6199 gals.).
 QZ0001
 QZ0001.The modeled gravity was interpolated from observed gravity values.
 QZ0001
 QZ0001;                    North         East    Units  Estimated Accuracy
 QZ0001;SPC MT       -   197,370.      241,710.      MT  (+/- 180 meters Scaled)
 QZ0001
 QZ0001                          SUPERSEDED SURVEY CONTROL
 QZ0001
 QZ0001  NGVD 29 (??/??/92) 1228.228  (m)         4029.61   (f) ADJ UNCH    1 2
 QZ0001
 QZ0001.Superseded values are not recommended for survey control.
 QZ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0001.See file dsdata.txt to determine how the superseded data were derived.
 QZ0001
 QZ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL229903(NAD 83)
 QZ0001_MARKER: DB = BENCH MARK DISK
 QZ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0001_STAMPING: C 477 1945
 QZ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0001+STABILITY: SURFACE MOTION
 QZ0001
 QZ0001  HISTORY     - Date     Condition        Report By
 QZ0001  HISTORY     - 1945     MONUMENTED       CGS
 QZ0001  HISTORY     - 1970     GOOD             NGS
 QZ0001
 QZ0001                          STATION DESCRIPTION
 QZ0001
 QZ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0001'IN CONNER.
 QZ0001'AT CONNER, RAVELLI COUNTY, 93 FEET NORTH ACROSS THE ROAD FROM THE
 QZ0001'NORTHWEST CORNER OF A FRAME BUILDING OCCUPIED IN 1945 BY WHITES STORE
 QZ0001'AND THE POST OFFICE, IN LINE WITH THE WEST FACE OF THE WEST WALL SIGN
 QZ0001'IN FRONT OF THE POST OFFICE, 30.8 FEET EAST OF A POWERLINE POLE, 26
 QZ0001'FEET NORTHEAST OF A ROAD SIGN HIGHWAY 93-1/2, DARBY-8, 1.8 FEET WEST
 QZ0001'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 QZ0001'PROJECTING 0.4 FOOT ABOVE GROUND.
 QZ0001
 QZ0001                          STATION RECOVERY (1970)
 QZ0001
 QZ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QZ0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0051 ***********************************************************************
 TN0051  DESIGNATION -  C 478
 TN0051  PID         -  TN0051
 TN0051  STATE/COUNTY-  MT/FLATHEAD
 TN0051  USGS QUAD   -  TRAILCREEK (1994)
 TN0051
 TN0051                         *CURRENT SURVEY CONTROL
 TN0051  ___________________________________________________________________
 TN0051* NAD 83(1986)-  48 59 38.     (N)    114 28 42.     (W)     SCALED    
 TN0051* NAVD 88     -      1216.409  (meters)    3990.84   (feet)  ADJUSTED  
 TN0051  ___________________________________________________________________
 TN0051  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TN0051  DYNAMIC HT  -        1216.401 (meters)    3990.81  (feet)  COMP
 TN0051  MODELED GRAV-     980,561.6   (mgal)                       NAVD 88
 TN0051
 TN0051  VERT ORDER  -  FIRST     CLASS II
 TN0051
 TN0051.The horizontal coordinates were scaled from a topographic map and have
 TN0051.an estimated accuracy of +/- 6 seconds.
 TN0051
 TN0051.The orthometric height was determined by differential leveling
 TN0051.and adjusted by the National Geodetic Survey in June 1991..
 TN0051
 TN0051.The geoid height was determined by GEOID03.
 TN0051
 TN0051.The dynamic height is computed by dividing the NAVD 88
 TN0051.geopotential number by the normal gravity value computed on the
 TN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0051.degrees latitude (g = 980.6199 gals.).
 TN0051
 TN0051.The modeled gravity was interpolated from observed gravity values.
 TN0051
 TN0051;                    North         East    Units  Estimated Accuracy
 TN0051;SPC MT       -   538,760.      235,930.      MT  (+/- 180 meters Scaled)
 TN0051
 TN0051                          SUPERSEDED SURVEY CONTROL
 TN0051
 TN0051  NGVD 29 (??/??/92) 1215.178  (m)         3986.80   (f) ADJ UNCH    1 2
 TN0051
 TN0051.Superseded values are not recommended for survey control.
 TN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0051.See file dsdata.txt to determine how the superseded data were derived.
 TN0051
 TN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ844298(NAD 83)
 TN0051_MARKER: DB = BENCH MARK DISK
 TN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0051_STAMPING: C 478 1946
 TN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0051+STABILITY: SURFACE MOTION
 TN0051
 TN0051  HISTORY     - Date     Condition        Report By
 TN0051  HISTORY     - 1946     MONUMENTED       CGS
 TN0051
 TN0051                          STATION DESCRIPTION
 TN0051
 TN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0051'7.3 MI NW FROM TRAILCREEK.
 TN0051'7.3 MILES NORTHWEST ALONG THE NORTH FORK ROAD FROM THE POST OFFICE AT
 TN0051'TRAILCREEK, 0.4 MILE SOUTH OF THE INTERNATIONAL BOUNDARY, ON THE NORTH
 TN0051'SIDE OF A DRAW, 55.0 FEET WEST OF CENTERLINE OF THE ROAD, 28.0 FEET
 TN0051'WEST OF A PINE TREE WITH A TRIANGULAR BLAZE, 20.0 FEET EAST OF A PINE
 TN0051'TREE WITH A TRIANGULAR BLAZE, 2.5 FEET WEST OF A WITNESS POST, AND
 TN0051'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0040 ***********************************************************************
 TN0040  DESIGNATION -  C 479
 TN0040  PID         -  TN0040
 TN0040  STATE/COUNTY-  MT/FLATHEAD
 TN0040  USGS QUAD   -  POLEBRIDGE (1994)
 TN0040
 TN0040                         *CURRENT SURVEY CONTROL
 TN0040  ___________________________________________________________________
 TN0040* NAD 83(1986)-  48 52 13.     (N)    114 22 17.     (W)     SCALED    
 TN0040* NAVD 88     -      1142.456  (meters)    3748.21   (feet)  ADJUSTED  
 TN0040  ___________________________________________________________________
 TN0040  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 TN0040  DYNAMIC HT  -        1142.439 (meters)    3748.15  (feet)  COMP
 TN0040  MODELED GRAV-     980,557.4   (mgal)                       NAVD 88
 TN0040
 TN0040  VERT ORDER  -  FIRST     CLASS II
 TN0040
 TN0040.The horizontal coordinates were scaled from a topographic map and have
 TN0040.an estimated accuracy of +/- 6 seconds.
 TN0040
 TN0040.The orthometric height was determined by differential leveling
 TN0040.and adjusted by the National Geodetic Survey in June 1991..
 TN0040
 TN0040.The geoid height was determined by GEOID03.
 TN0040
 TN0040.The dynamic height is computed by dividing the NAVD 88
 TN0040.geopotential number by the normal gravity value computed on the
 TN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0040.degrees latitude (g = 980.6199 gals.).
 TN0040
 TN0040.The modeled gravity was interpolated from observed gravity values.
 TN0040
 TN0040;                    North         East    Units  Estimated Accuracy
 TN0040;SPC MT       -   524,550.      242,890.      MT  (+/- 180 meters Scaled)
 TN0040
 TN0040                          SUPERSEDED SURVEY CONTROL
 TN0040
 TN0040  NGVD 29 (??/??/92) 1141.234  (m)         3744.20   (f) ADJ UNCH    1 2
 TN0040
 TN0040.Superseded values are not recommended for survey control.
 TN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0040.See file dsdata.txt to determine how the superseded data were derived.
 TN0040
 TN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ927163(NAD 83)
 TN0040_MARKER: DB = BENCH MARK DISK
 TN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0040_STAMPING: C 479 1946
 TN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0040+STABILITY: SURFACE MOTION
 TN0040
 TN0040  HISTORY     - Date     Condition        Report By
 TN0040  HISTORY     - 1946     MONUMENTED       CGS
 TN0040
 TN0040                          STATION DESCRIPTION
 TN0040
 TN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0040'4.0 MI SE FROM TRAILCREEK.
 TN0040'4.0 MILES SOUTHEAST ALONG THE NORTH FORK ROAD FROM THE POST OFFICE AT
 TN0040'TRAILCREEK, 0.6 MILE SOUTHEAST OF THE FORD RANGER STATION, 29.0 FEET
 TN0040'NORTH OF CENTERLINE OF THE ROAD, 13.4 FEET NORTHWEST OF A PINE TREE
 TN0040'WITH A TRIANGULAR BLAZE, 4.6 FEET NORTHEAST OF A PINE TREE WITH A
 TN0040'TRIANGULAR BLAZE, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, PROJECTING 0.3
 TN0040'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0221 ***********************************************************************
 QW0221  DESIGNATION -  C 48
 QW0221  PID         -  QW0221
 QW0221  STATE/COUNTY-  MT/YELLOWSTONE
 QW0221  USGS QUAD   -  LAUREL (1969)
 QW0221
 QW0221                         *CURRENT SURVEY CONTROL
 QW0221  ___________________________________________________________________
 QW0221* NAD 83(1986)-  45 40 31.     (N)    108 46 18.     (W)     SCALED    
 QW0221* NAVD 88     -      1010.678  (meters)    3315.87   (feet)  POSTED    
 QW0221  ___________________________________________________________________
 QW0221  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 QW0221  DYNAMIC HT  -        1010.460 (meters)    3315.15  (feet)  COMP
 QW0221  MODELED GRAV-     980,363.1   (mgal)                       NAVD 88
 QW0221
 QW0221  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QW0221
 QW0221.The horizontal coordinates were scaled from a topographic map and have
 QW0221.an estimated accuracy of +/- 6 seconds.
 QW0221
 QW0221.The orthometric height was determined by differential leveling
 QW0221.and adjusted by the National Geodetic Survey in 1992..
 QW0221.No vertical observational check was made to the station.
 QW0221.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QW0221.was located on a no-check spur therefore a value was not computed.
 QW0221
 QW0221.The geoid height was determined by GEOID03.
 QW0221
 QW0221.The dynamic height is computed by dividing the NAVD 88
 QW0221.geopotential number by the normal gravity value computed on the
 QW0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0221.degrees latitude (g = 980.6199 gals.).
 QW0221
 QW0221.The modeled gravity was interpolated from observed gravity values.
 QW0221
 QW0221;                    North         East    Units  Estimated Accuracy
 QW0221;SPC MT       -   158,660.      656,730.      MT  (+/- 180 meters Scaled)
 QW0221
 QW0221                          SUPERSEDED SURVEY CONTROL
 QW0221
 QW0221  NGVD 29 (??/??/92) 1009.892  (m)         3313.29   (f) ADJ UNCH    1 2
 QW0221
 QW0221.Superseded values are not recommended for survey control.
 QW0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0221.See file dsdata.txt to determine how the superseded data were derived.
 QW0221
 QW0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR735603(NAD 83)
 QW0221_MARKER: DB = BENCH MARK DISK
 QW0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0221_SP_SET: PIER
 QW0221_STAMPING: C 48 1933
 QW0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0221
 QW0221  HISTORY     - Date     Condition        Report By
 QW0221  HISTORY     - 1933     MONUMENTED       CGS
 QW0221  HISTORY     - 1957     MARK NOT FOUND   NGS
 QW0221
 QW0221                          STATION DESCRIPTION
 QW0221
 QW0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0221'IN LAUREL.
 QW0221'AT LAUREL, YELLOWSTONE COUNTY, AT THE CITY WATER TANK, AND IN THE TOP
 QW0221'OF THE SOUTHWEST PIER.  A STANDARD DISK, STAMPED C 48 1933.  NOTE--
 QW0221'THE WATER TANK HAS BEEN REMOVED AND A SWIMMING POOL IS NOW IN THE
 QW0221'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0013 ***********************************************************************
 TN0013  DESIGNATION -  C 480
 TN0013  PID         -  TN0013
 TN0013  STATE/COUNTY-  MT/FLATHEAD
 TN0013  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0013
 TN0013                         *CURRENT SURVEY CONTROL
 TN0013  ___________________________________________________________________
 TN0013* NAD 83(1986)-  48 36 44.     (N)    114 09 46.     (W)     SCALED    
 TN0013* NAVD 88     -      1033.715  (meters)    3391.45   (feet)  ADJUSTED  
 TN0013  ___________________________________________________________________
 TN0013  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TN0013  DYNAMIC HT  -        1033.716 (meters)    3391.45  (feet)  COMP
 TN0013  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 TN0013
 TN0013  VERT ORDER  -  FIRST     CLASS II
 TN0013
 TN0013.The horizontal coordinates were scaled from a topographic map and have
 TN0013.an estimated accuracy of +/- 6 seconds.
 TN0013
 TN0013.The orthometric height was determined by differential leveling
 TN0013.and adjusted by the National Geodetic Survey in June 1991..
 TN0013
 TN0013.The geoid height was determined by GEOID03.
 TN0013
 TN0013.The dynamic height is computed by dividing the NAVD 88
 TN0013.geopotential number by the normal gravity value computed on the
 TN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0013.degrees latitude (g = 980.6199 gals.).
 TN0013
 TN0013.The modeled gravity was interpolated from observed gravity values.
 TN0013
 TN0013;                    North         East    Units  Estimated Accuracy
 TN0013;SPC MT       -   494,980.      256,450.      MT  (+/- 180 meters Scaled)
 TN0013
 TN0013                          SUPERSEDED SURVEY CONTROL
 TN0013
 TN0013  NGVD 29 (??/??/92) 1032.540  (m)         3387.59   (f) ADJ UNCH    1 2
 TN0013
 TN0013.Superseded values are not recommended for survey control.
 TN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0013.See file dsdata.txt to determine how the superseded data were derived.
 TN0013
 TN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP091882(NAD 83)
 TN0013_MARKER: DB = BENCH MARK DISK
 TN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0013_STAMPING: C 480 1946
 TN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0013+STABILITY: SURFACE MOTION
 TN0013
 TN0013  HISTORY     - Date     Condition        Report By
 TN0013  HISTORY     - 1946     MONUMENTED       CGS
 TN0013
 TN0013                          STATION DESCRIPTION
 TN0013
 TN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0013'14.8 MI SE FROM POLEBRIDGE.
 TN0013'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  14.5 MILES SOUTHEAST ALONG
 TN0013'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, 1.2 MILES
 TN0013'NORTHEAST OF THE BIG CREEK RANGER STATION, ON THE OUTSIDE OF A CURVE,
 TN0013'36.0 FEET SOUTH OF CENTERLINE OF THE ROAD, 15.7 FEET WEST OF A PINE
 TN0013'TREE WITH A TRIANGULAR BLAZE, 11.4 FEET NORTHEAST OF A PINE TREE WITH
 TN0013'A TRIANGULAR BLAZE, ABOUT 4.0 FEET LOWER THAN THE ROAD, AND PROJECTING
 TN0013'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0230 ***********************************************************************
 TN0230  DESIGNATION -  C 481
 TN0230  PID         -  TN0230
 TN0230  STATE/COUNTY-  MT/FLATHEAD
 TN0230  USGS QUAD   -  OLNEY (1994)
 TN0230
 TN0230                         *CURRENT SURVEY CONTROL
 TN0230  ___________________________________________________________________
 TN0230* NAD 83(1986)-  48 31 32.     (N)    114 33 21.     (W)     SCALED    
 TN0230* NAVD 88     -       964.599  (meters)    3164.69   (feet)  ADJUSTED  
 TN0230  ___________________________________________________________________
 TN0230  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 TN0230  DYNAMIC HT  -         964.611 (meters)    3164.73  (feet)  COMP
 TN0230  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 TN0230
 TN0230  VERT ORDER  -  FIRST     CLASS II
 TN0230
 TN0230.The horizontal coordinates were scaled from a topographic map and have
 TN0230.an estimated accuracy of +/- 6 seconds.
 TN0230
 TN0230.The orthometric height was determined by differential leveling
 TN0230.and adjusted by the National Geodetic Survey in June 1991..
 TN0230
 TN0230.The geoid height was determined by GEOID03.
 TN0230
 TN0230.The dynamic height is computed by dividing the NAVD 88
 TN0230.geopotential number by the normal gravity value computed on the
 TN0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0230.degrees latitude (g = 980.6199 gals.).
 TN0230
 TN0230.The modeled gravity was interpolated from observed gravity values.
 TN0230
 TN0230;                    North         East    Units  Estimated Accuracy
 TN0230;SPC MT       -   487,160.      226,910.      MT  (+/- 180 meters Scaled)
 TN0230
 TN0230                          SUPERSEDED SURVEY CONTROL
 TN0230
 TN0230  NGVD 29 (??/??/92)  963.382  (m)         3160.70   (f) ADJ UNCH    1 2
 TN0230
 TN0230.Superseded values are not recommended for survey control.
 TN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0230.See file dsdata.txt to determine how the superseded data were derived.
 TN0230
 TN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP804776(NAD 83)
 TN0230_MARKER: DB = BENCH MARK DISK
 TN0230_SETTING: 80 = SET IN A BOULDER
 TN0230_SP_SET: BOULDER
 TN0230_STAMPING: C 481 1946
 TN0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0230+STABILITY: SURFACE MOTION
 TN0230
 TN0230  HISTORY     - Date     Condition        Report By
 TN0230  HISTORY     - 1946     MONUMENTED       CGS
 TN0230  HISTORY     - 1979     GOOD             NGS
 TN0230
 TN0230                          STATION DESCRIPTION
 TN0230
 TN0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0230'1.9 MI SE FROM OLNEY.
 TN0230'1.9 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0230'AT OLNEY, FLATHEAD COUNTY, 40 RAILS SOUTHEAST OF MILEPOST 1235, 33-1/2
 TN0230'RAILS SOUTHEAST OF SEMAPHORES 1234.8 AND 1234.9, AT A SMALL CUT, 185
 TN0230'FEET NORTH OF TELEGRAPH POLE E 56, 156 FEET NORTH OF THE NORTHEAST END
 TN0230'OF 24-INCH CONCRETE CULVERT NO. 58, 90.7 FEET NORTHEAST OF THE
 TN0230'NORTHEAST RAIL, IN THE TOP OF A BOULDER, AND ABOUT 6 FEET HIGHER THAN
 TN0230'THE TRACK.  A STANDARD DISK, STAMPED C 481 1946.
 TN0230
 TN0230                          STATION RECOVERY (1979)
 TN0230
 TN0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0230'15.7 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0230'SPOKANE AVENUE IN WHITEFISH, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVEL
 TN0230'ROAD TO THE BURLINGTON NORTHERN RAILROAD, 11 RAILS NORTHWEST ALONG THE
 TN0230'RAILROAD FROM THE NORTHWEST END OF A 6-FOOT HIGH, HEAVY WOODEN
 TN0230'RETAINING WALL NORTHEAST OF THE TRACKS, 92 FEET NORTHEAST OF THE
 TN0230'NORTHEAST RAIL OF THE TRACKS AND 19 FEET NORTHEAST OF A 10-INCH
 TN0230'DIAMETER PINE TREE WITH A TRIANGULAR BLAZE.
 TN0230'THE MARK IS 4 FT  SE FROM A WITNESS POST.
 TN0230'THE MARK IS 6 FT ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0207 ***********************************************************************
 TN0207  DESIGNATION -  C 482
 TN0207  PID         -  TN0207
 TN0207  STATE/COUNTY-  MT/LINCOLN
 TN0207  USGS QUAD   -  STRYKER (1983)
 TN0207
 TN0207                         *CURRENT SURVEY CONTROL
 TN0207  ___________________________________________________________________
 TN0207* NAD 83(1986)-  48 42 02.     (N)    114 51 36.     (W)     SCALED    
 TN0207* NAVD 88     -       957.161  (meters)    3140.29   (feet)  ADJUSTED  
 TN0207  ___________________________________________________________________
 TN0207  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 TN0207  DYNAMIC HT  -         957.189 (meters)    3140.38  (feet)  COMP
 TN0207  MODELED GRAV-     980,608.0   (mgal)                       NAVD 88
 TN0207
 TN0207  VERT ORDER  -  FIRST     CLASS II
 TN0207
 TN0207.The horizontal coordinates were scaled from a topographic map and have
 TN0207.an estimated accuracy of +/- 6 seconds.
 TN0207
 TN0207.The orthometric height was determined by differential leveling
 TN0207.and adjusted by the National Geodetic Survey in June 1991..
 TN0207
 TN0207.The geoid height was determined by GEOID03.
 TN0207
 TN0207.The dynamic height is computed by dividing the NAVD 88
 TN0207.geopotential number by the normal gravity value computed on the
 TN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0207.degrees latitude (g = 980.6199 gals.).
 TN0207
 TN0207.The modeled gravity was interpolated from observed gravity values.
 TN0207
 TN0207;                    North         East    Units  Estimated Accuracy
 TN0207;SPC MT       -   508,060.      205,830.      MT  (+/- 180 meters Scaled)
 TN0207
 TN0207                          SUPERSEDED SURVEY CONTROL
 TN0207
 TN0207  NGVD 29 (??/??/92)  955.919  (m)         3136.21   (f) ADJ UNCH    1 2
 TN0207
 TN0207.Superseded values are not recommended for survey control.
 TN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0207.See file dsdata.txt to determine how the superseded data were derived.
 TN0207
 TN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP574963(NAD 83)
 TN0207_MARKER: DB = BENCH MARK DISK
 TN0207_SETTING: 80 = SET IN A BOULDER
 TN0207_SP_SET: BOULDER
 TN0207_STAMPING: C 482 1946
 TN0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0207+STABILITY: SURFACE MOTION
 TN0207
 TN0207  HISTORY     - Date     Condition        Report By
 TN0207  HISTORY     - 1946     MONUMENTED       CGS
 TN0207  HISTORY     - 1960     GOOD             NGS
 TN0207  HISTORY     - 1979     GOOD             NGS
 TN0207
 TN0207                          STATION DESCRIPTION
 TN0207
 TN0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 TN0207'5.2 MI SE FROM FORTINE.
 TN0207'5.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0207'AT FORTINE, LINCOLN COUNTY, 0.6 MILE SOUTHEAST OF TREGO, ON THE
 TN0207'OUTSIDE OF A CURVE, AT THE SOUTHEAST END OF A SMALL CUT, 30-1/2 RAILS
 TN0207'SOUTHEAST OF MILEPOST 1255, 580 FEET NORTHWEST OF SEMAPHORES 1254.6
 TN0207'AND 1254.7, 500 FEET NORTHWEST OF THE SOUTHEAST END OF A SIDING, 32.4
 TN0207'FEET NORTH OF THE NORTH RAIL, 19.6 FEET SOUTH OF A TELEGRAPH POLE, IN
 TN0207'THE TOP OF A LARGE BOULDER, AND ABOUT 1 FOOT HIGHER THAN THE TRACK. A
 TN0207'STANDARD DISK, STAMPED C 482 1946.
 TN0207
 TN0207                          STATION RECOVERY (1979)
 TN0207
 TN0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0207'16 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0207'EUREKA, THENCE 2.1 MILES SOUTHWEST ALONG A PAVED ROAD LEADING
 TN0207'SOUTHWEST TO TREGO, THENCE 0.6 MILE SOUTHEAST ALONG THE BURLINGTON
 TN0207'NORTHERN RAILROAD, AT THE SOUTHEAST END OF A LOW RAILWAY CUT, ON THE
 TN0207'OUTSIDE OF A CURVE, SET IN THE TOP OF A BOULDER, 34 FEET NORTH OF THE
 TN0207'NORTH RAIL OF THE TRACKS AND 20 FEET SOUTH OF TELEGRAPH POLE D 11.
 TN0207'THE MARK IS 10 FT  W FROM A WITNESS POST.
 TN0207'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0194 ***********************************************************************
 QV0194  DESIGNATION -  C 483
 QV0194  PID         -  QV0194
 QV0194  STATE/COUNTY-  MT/BIG HORN
 QV0194  USGS QUAD   -  WYOLA (1967)
 QV0194
 QV0194                         *CURRENT SURVEY CONTROL
 QV0194  ___________________________________________________________________
 QV0194* NAD 83(1986)-  45 14 57.     (N)    107 23 04.     (W)     SCALED    
 QV0194* NAVD 88     -      1062.836  (meters)    3486.99   (feet)  ADJUSTED  
 QV0194  ___________________________________________________________________
 QV0194  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 QV0194  DYNAMIC HT  -        1062.510 (meters)    3485.92  (feet)  COMP
 QV0194  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 QV0194
 QV0194  VERT ORDER  -  FIRST     CLASS II
 QV0194
 QV0194.The horizontal coordinates were scaled from a topographic map and have
 QV0194.an estimated accuracy of +/- 6 seconds.
 QV0194
 QV0194.The orthometric height was determined by differential leveling
 QV0194.and adjusted by the National Geodetic Survey in June 1991..
 QV0194
 QV0194.The geoid height was determined by GEOID03.
 QV0194
 QV0194.The dynamic height is computed by dividing the NAVD 88
 QV0194.geopotential number by the normal gravity value computed on the
 QV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0194.degrees latitude (g = 980.6199 gals.).
 QV0194
 QV0194.The modeled gravity was interpolated from observed gravity values.
 QV0194
 QV0194;                    North         East    Units  Estimated Accuracy
 QV0194;SPC MT       -   113,300.      766,040.      MT  (+/- 180 meters Scaled)
 QV0194
 QV0194                          SUPERSEDED SURVEY CONTROL
 QV0194
 QV0194  NGVD 29 (??/??/92) 1062.075  (m)         3484.49   (f) ADJ UNCH    1 2
 QV0194
 QV0194.Superseded values are not recommended for survey control.
 QV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0194.See file dsdata.txt to determine how the superseded data were derived.
 QV0194
 QV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL128133(NAD 83)
 QV0194_MARKER: DB = BENCH MARK DISK
 QV0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0194_SP_SET: ABUTMENT
 QV0194_STAMPING: C 483 1957
 QV0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0194
 QV0194  HISTORY     - Date     Condition        Report By
 QV0194  HISTORY     - 1957     MONUMENTED       CGS
 QV0194
 QV0194                          STATION DESCRIPTION
 QV0194
 QV0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0194'4.85 MI S FROM LODGE GRASS.
 QV0194'ABOUT 4.85 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0194'RAILROAD FROM THE STATION AT LODGE GRASS, 2 RAILS SOUTH OF A ROAD
 QV0194'CROSSING, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF BRIDGE
 QV0194'745.42, 6 FEET WEST OF THE WEST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0005 ***********************************************************************
 QW0005  DESIGNATION -  C 484
 QW0005  PID         -  QW0005
 QW0005  STATE/COUNTY-  MT/YELLOWSTONE
 QW0005  USGS QUAD   -  BILLINGS EAST (1975)
 QW0005
 QW0005                         *CURRENT SURVEY CONTROL
 QW0005  ___________________________________________________________________
 QW0005* NAD 83(1986)-  45 49 04.     (N)    108 25 02.     (W)     SCALED    
 QW0005* NAVD 88     -       944.839  (meters)    3099.86   (feet)  POSTED    
 QW0005  ___________________________________________________________________
 QW0005  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 QW0005  DYNAMIC HT  -         944.640 (meters)    3099.21  (feet)  COMP
 QW0005  MODELED GRAV-     980,377.1   (mgal)                       NAVD 88
 QW0005
 QW0005  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QW0005
 QW0005.The horizontal coordinates were scaled from a topographic map and have
 QW0005.an estimated accuracy of +/- 6 seconds.
 QW0005
 QW0005.The orthometric height was determined by differential leveling
 QW0005.and adjusted by the National Geodetic Survey in 1992..
 QW0005.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QW0005.rate of 4.1 thru 8.0 mm/km.
 QW0005
 QW0005.The geoid height was determined by GEOID03.
 QW0005
 QW0005.The dynamic height is computed by dividing the NAVD 88
 QW0005.geopotential number by the normal gravity value computed on the
 QW0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0005.degrees latitude (g = 980.6199 gals.).
 QW0005
 QW0005.The modeled gravity was interpolated from observed gravity values.
 QW0005
 QW0005;                    North         East    Units  Estimated Accuracy
 QW0005;SPC MT       -   174,810.      684,120.      MT  (+/- 180 meters Scaled)
 QW0005
 QW0005                          SUPERSEDED SURVEY CONTROL
 QW0005
 QW0005  NGVD 29 (??/??/92)  944.091  (m)         3097.41   (f) ADJ UNCH    1 2
 QW0005
 QW0005.Superseded values are not recommended for survey control.
 QW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0005.See file dsdata.txt to determine how the superseded data were derived.
 QW0005
 QW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR006770(NAD 83)
 QW0005_MARKER: DB = BENCH MARK DISK
 QW0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0005_SP_SET: ABUTMENT
 QW0005_STAMPING: C 484 1957
 QW0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0005
 QW0005  HISTORY     - Date     Condition        Report By
 QW0005  HISTORY     - 1957     MONUMENTED       CGS
 QW0005
 QW0005                          STATION DESCRIPTION
 QW0005
 QW0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0005'4.6 MI NE FROM BILLINGS.
 QW0005'ABOUT 4.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0005'STATION AT BILLINGS, IN SECTION 19, T 1 N, R 27 E, 6 1/2 POLES
 QW0005'NORTHEAST OF MILEPOST 221, IN THE TOP OF THE SOUTHEAST END OF THE
 QW0005'NORTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 220, 5 FEET SOUTHEAST OF
 QW0005'THE SOUTHEAST RAIL OF THE EAST BOUND TRACK, 70 YARDS SOUTHWEST OF AND
 QW0005'ACROSS THE TRACKS FROM THE HIRSCH STATION SIGN, AND ABOUT LEVEL WITH
 QW0005'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0006 ***********************************************************************
 QW0006  DESIGNATION -  C 484 RESET
 QW0006  PID         -  QW0006
 QW0006  STATE/COUNTY-  MT/YELLOWSTONE
 QW0006  USGS QUAD   -  BILLINGS EAST (1975)
 QW0006
 QW0006                         *CURRENT SURVEY CONTROL
 QW0006  ___________________________________________________________________
 QW0006* NAD 83(1986)-  45 49 05.     (N)    108 25 02.     (W)     SCALED    
 QW0006* NAVD 88     -       945.057  (meters)    3100.57   (feet)  ADJUSTED  
 QW0006  ___________________________________________________________________
 QW0006  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 QW0006  DYNAMIC HT  -         944.862 (meters)    3099.93  (feet)  COMP
 QW0006  MODELED GRAV-     980,377.2   (mgal)                       NAVD 88
 QW0006
 QW0006  VERT ORDER  -  FIRST     CLASS II
 QW0006
 QW0006.The horizontal coordinates were scaled from a topographic map and have
 QW0006.an estimated accuracy of +/- 6 seconds.
 QW0006
 QW0006.The orthometric height was determined by differential leveling
 QW0006.and adjusted by the National Geodetic Survey in June 1991..
 QW0006
 QW0006.The geoid height was determined by GEOID03.
 QW0006
 QW0006.The dynamic height is computed by dividing the NAVD 88
 QW0006.geopotential number by the normal gravity value computed on the
 QW0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0006.degrees latitude (g = 980.6199 gals.).
 QW0006
 QW0006.The modeled gravity was interpolated from observed gravity values.
 QW0006
 QW0006;                    North         East    Units  Estimated Accuracy
 QW0006;SPC MT       -   174,850.      684,110.      MT  (+/- 180 meters Scaled)
 QW0006
 QW0006                          SUPERSEDED SURVEY CONTROL
 QW0006
 QW0006.No superseded survey control is available for this station.
 QW0006
 QW0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR006770(NAD 83)
 QW0006_MARKER: DB = BENCH MARK DISK
 QW0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0006_SP_SET: ABUTMENT
 QW0006_STAMPING: C 484 RESET 1964
 QW0006_MARK LOGO: CGS   
 QW0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0006
 QW0006  HISTORY     - Date     Condition        Report By
 QW0006  HISTORY     - 1964     MONUMENTED       NPRR
 QW0006  HISTORY     - 1981     GOOD             NGS
 QW0006
 QW0006                          STATION DESCRIPTION
 QW0006
 QW0006'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1964
 QW0006'4.6 MI NE FROM BILLINGS.
 QW0006'ABOUT 4.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0006'STATION AT BILLINGS, IN SECTION 19, T 1 N, R 27 E, 6 1/2 POLES
 QW0006'NORTHEAST OF MILEPOST 221, IN THE TOP OF THE SOUTHEAST END OF THE
 QW0006'NORTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 220, 5 FEET SOUTHEAST OF
 QW0006'THE SOUTHEAST RAIL OF THE EAST BOUND TRACK, 70 YARDS SOUTHWEST OF THE
 QW0006'TRACKS AND ABOUT LEVEL WITH THE TRACK.
 QW0006
 QW0006                          STATION RECOVERY (1981)
 QW0006
 QW0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0131 ***********************************************************************
 QW0131  DESIGNATION -  C 485
 QW0131  PID         -  QW0131
 QW0131  STATE/COUNTY-  MT/YELLOWSTONE
 QW0131  USGS QUAD   -  LAUREL (1969)
 QW0131
 QW0131                         *CURRENT SURVEY CONTROL
 QW0131  ___________________________________________________________________
 QW0131* NAD 83(1986)-  45 40 16.     (N)    108 45 41.     (W)     SCALED    
 QW0131* NAVD 88     -      1003.848  (meters)    3293.46   (feet)  ADJUSTED  
 QW0131  ___________________________________________________________________
 QW0131  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 QW0131  DYNAMIC HT  -        1003.629 (meters)    3292.74  (feet)  COMP
 QW0131  MODELED GRAV-     980,363.3   (mgal)                       NAVD 88
 QW0131
 QW0131  VERT ORDER  -  FIRST     CLASS II
 QW0131
 QW0131.The horizontal coordinates were scaled from a topographic map and have
 QW0131.an estimated accuracy of +/- 6 seconds.
 QW0131
 QW0131.The orthometric height was determined by differential leveling
 QW0131.and adjusted by the National Geodetic Survey in June 1991..
 QW0131
 QW0131.The geoid height was determined by GEOID03.
 QW0131
 QW0131.The dynamic height is computed by dividing the NAVD 88
 QW0131.geopotential number by the normal gravity value computed on the
 QW0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0131.degrees latitude (g = 980.6199 gals.).
 QW0131
 QW0131.The modeled gravity was interpolated from observed gravity values.
 QW0131
 QW0131;                    North         East    Units  Estimated Accuracy
 QW0131;SPC MT       -   158,210.      657,530.      MT  (+/- 180 meters Scaled)
 QW0131
 QW0131                          SUPERSEDED SURVEY CONTROL
 QW0131
 QW0131  NGVD 29 (??/??/92) 1003.033  (m)         3290.78   (f) ADJ UNCH    1 2
 QW0131
 QW0131.Superseded values are not recommended for survey control.
 QW0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0131.See file dsdata.txt to determine how the superseded data were derived.
 QW0131
 QW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR743599(NAD 83)
 QW0131_MARKER: DB = BENCH MARK DISK
 QW0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0131_STAMPING: C 485 1957
 QW0131_MARK LOGO: CGS   
 QW0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0131+STABILITY: SURFACE MOTION
 QW0131
 QW0131  HISTORY     - Date     Condition        Report By
 QW0131  HISTORY     - 1957     MONUMENTED       CGS
 QW0131  HISTORY     - 1981     GOOD             NGS
 QW0131
 QW0131                          STATION DESCRIPTION
 QW0131
 QW0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0131'0.3 MI NE FROM LAUREL.
 QW0131'ABOUT 0.3 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0131'STATION AT LAUREL, IN SECTION 10, T 2 S, R 24 E, 8 FEET SOUTH OF THE
 QW0131'12TH POLE NORTHEAST OF THE STATION, 73 FEET NORTH OF THE NORTH RAIL OF
 QW0131'THE WEST BOUND TRACK, 345 FEET NORTHEAST OF A SEMAPHORE, 74 FEET SOUTH
 QW0131'OF THE CENTER LINE OF U. S. HIGHWAYS 10 AND 12, 3 FEET WEST OF A WHITE
 QW0131'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 QW0131'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QW0131
 QW0131                          STATION RECOVERY (1981)
 QW0131
 QW0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0131'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION (QUAD 451084,
 QW0131'LINE 101) IS ADEQUATE EXCEPT ADD=AT THE JUNCTION OF EAST MAIN STREET
 QW0131'AND OHIO AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0187 ***********************************************************************
 QV0187  DESIGNATION -  C 486
 QV0187  PID         -  QV0187
 QV0187  STATE/COUNTY-  MT/BIG HORN
 QV0187  USGS QUAD   -  LODGE GRASS (1967)
 QV0187
 QV0187                         *CURRENT SURVEY CONTROL
 QV0187  ___________________________________________________________________
 QV0187* NAD 83(1986)-  45 18 11.     (N)    107 21 43.     (W)     SCALED    
 QV0187* NAVD 88     -      1029.746  (meters)    3378.43   (feet)  ADJUSTED  
 QV0187  ___________________________________________________________________
 QV0187  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 QV0187  DYNAMIC HT  -        1029.442 (meters)    3377.43  (feet)  COMP
 QV0187  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 QV0187
 QV0187  VERT ORDER  -  FIRST     CLASS II
 QV0187
 QV0187.The horizontal coordinates were scaled from a topographic map and have
 QV0187.an estimated accuracy of +/- 6 seconds.
 QV0187
 QV0187.The orthometric height was determined by differential leveling
 QV0187.and adjusted by the National Geodetic Survey in June 1991..
 QV0187
 QV0187.The geoid height was determined by GEOID03.
 QV0187
 QV0187.The dynamic height is computed by dividing the NAVD 88
 QV0187.geopotential number by the normal gravity value computed on the
 QV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0187.degrees latitude (g = 980.6199 gals.).
 QV0187
 QV0187.The modeled gravity was interpolated from observed gravity values.
 QV0187
 QV0187;                    North         East    Units  Estimated Accuracy
 QV0187;SPC MT       -   119,330.      767,640.      MT  (+/- 180 meters Scaled)
 QV0187
 QV0187                          SUPERSEDED SURVEY CONTROL
 QV0187
 QV0187  NGVD 29 (??/??/92) 1028.996  (m)         3375.96   (f) ADJ UNCH    1 2
 QV0187
 QV0187.Superseded values are not recommended for survey control.
 QV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0187.See file dsdata.txt to determine how the superseded data were derived.
 QV0187
 QV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL148193(NAD 83)
 QV0187_MARKER: DB = BENCH MARK DISK
 QV0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0187_STAMPING: C 486 1957
 QV0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0187+STABILITY: SURFACE MOTION
 QV0187
 QV0187  HISTORY     - Date     Condition        Report By
 QV0187  HISTORY     - 1957     MONUMENTED       CGS
 QV0187
 QV0187                          STATION DESCRIPTION
 QV0187
 QV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0187'0.8 MI S FROM LODGE GRASS.
 QV0187'ABOUT 0.8 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 QV0187'FROM THE STATION AT LODGE GRASS, 201 FEET EAST AND ACROSS U.S. HIGHWAY
 QV0187'87 FROM THE EAST RAIL, 108 FEET EAST OF THE CENTER LINE OF THE
 QV0187'HIGHWAY, 146 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD THAT
 QV0187'CROSSES THE HIGHWAY AND TRACKS, 122 FEET SOUTH OF A FENCE CORNER, 3
 QV0187'FEET WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 QV0187'POST AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0248 ***********************************************************************
 QV0248  DESIGNATION -  C 487
 QV0248  PID         -  QV0248
 QV0248  STATE/COUNTY-  MT/BIG HORN
 QV0248  USGS QUAD   -  ROWLEY (1969)
 QV0248
 QV0248                         *CURRENT SURVEY CONTROL
 QV0248  ___________________________________________________________________
 QV0248* NAD 83(1986)-  45 44 34.     (N)    107 49 37.     (W)     SCALED    
 QV0248* NAVD 88     -       964.819  (meters)    3165.41   (feet)  ADJUSTED  
 QV0248  ___________________________________________________________________
 QV0248  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 QV0248  DYNAMIC HT  -         964.615 (meters)    3164.74  (feet)  COMP
 QV0248  MODELED GRAV-     980,371.4   (mgal)                       NAVD 88
 QV0248
 QV0248  VERT ORDER  -  FIRST     CLASS II
 QV0248
 QV0248.The horizontal coordinates were scaled from a topographic map and have
 QV0248.an estimated accuracy of +/- 6 seconds.
 QV0248
 QV0248.The orthometric height was determined by differential leveling
 QV0248.and adjusted by the National Geodetic Survey in June 1991..
 QV0248
 QV0248.The geoid height was determined by GEOID03.
 QV0248
 QV0248.The dynamic height is computed by dividing the NAVD 88
 QV0248.geopotential number by the normal gravity value computed on the
 QV0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0248.degrees latitude (g = 980.6199 gals.).
 QV0248
 QV0248.The modeled gravity was interpolated from observed gravity values.
 QV0248
 QV0248;                    North         East    Units  Estimated Accuracy
 QV0248;SPC MT       -   167,290.      730,140.      MT  (+/- 180 meters Scaled)
 QV0248
 QV0248                          SUPERSEDED SURVEY CONTROL
 QV0248
 QV0248  NGVD 29 (??/??/92)  964.088  (m)         3163.01   (f) ADJ UNCH    1 2
 QV0248
 QV0248.Superseded values are not recommended for survey control.
 QV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0248.See file dsdata.txt to determine how the superseded data were derived.
 QV0248
 QV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL800693(NAD 83)
 QV0248_MARKER: DB = BENCH MARK DISK
 QV0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0248_STAMPING: C 487 1957
 QV0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0248+STABILITY: SURFACE MOTION
 QV0248
 QV0248  HISTORY     - Date     Condition        Report By
 QV0248  HISTORY     - 1957     MONUMENTED       CGS
 QV0248
 QV0248                          STATION DESCRIPTION
 QV0248
 QV0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0248'11.75 MI W FROM HARDIN.
 QV0248'ABOUT 11.75 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0248'RAILROAD FROM THE STATION AT HARDIN, 10 FEET NORTH OF THE 18TH POLE
 QV0248'WEST OF MILEPOST 795, 56 FEET NORTH OF THE NORTH RAIL, 70 FEET
 QV0248'SOUTHWEST OF THE SOUTHWEST EDGE OF A WASH, 2 FEET NORTH OF A FENCE, 2
 QV0248'1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, 4 FEET BELOW THE TRACK
 QV0248'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0159 ***********************************************************************
 QV0159  DESIGNATION -  C 488
 QV0159  PID         -  QV0159
 QV0159  STATE/COUNTY-  MT/BIG HORN
 QV0159  USGS QUAD   -  CROW AGENCY (1967)
 QV0159
 QV0159                         *CURRENT SURVEY CONTROL
 QV0159  ___________________________________________________________________
 QV0159* NAD 83(1986)-  45 34 30.     (N)    107 26 19.     (W)     SCALED    
 QV0159* NAVD 88     -       971.943  (meters)    3188.78   (feet)  ADJUSTED  
 QV0159  ___________________________________________________________________
 QV0159  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 QV0159  DYNAMIC HT  -         971.722 (meters)    3188.06  (feet)  COMP
 QV0159  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 QV0159
 QV0159  VERT ORDER  -  FIRST     CLASS II
 QV0159
 QV0159.The horizontal coordinates were scaled from a topographic map and have
 QV0159.an estimated accuracy of +/- 6 seconds.
 QV0159
 QV0159.The orthometric height was determined by differential leveling
 QV0159.and adjusted by the National Geodetic Survey in June 1991..
 QV0159
 QV0159.The geoid height was determined by GEOID03.
 QV0159
 QV0159.The dynamic height is computed by dividing the NAVD 88
 QV0159.geopotential number by the normal gravity value computed on the
 QV0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0159.degrees latitude (g = 980.6199 gals.).
 QV0159
 QV0159.The modeled gravity was interpolated from observed gravity values.
 QV0159
 QV0159;                    North         East    Units  Estimated Accuracy
 QV0159;SPC MT       -   149,380.      760,830.      MT  (+/- 180 meters Scaled)
 QV0159
 QV0159                          SUPERSEDED SURVEY CONTROL
 QV0159
 QV0159  NGVD 29 (??/??/92)  971.221  (m)         3186.41   (f) ADJ UNCH    1 2
 QV0159
 QV0159.Superseded values are not recommended for survey control.
 QV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0159.See file dsdata.txt to determine how the superseded data were derived.
 QV0159
 QV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL097497(NAD 83)
 QV0159_MARKER: DB = BENCH MARK DISK
 QV0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0159_STAMPING: C 488 1957
 QV0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0159+STABILITY: SURFACE MOTION
 QV0159
 QV0159  HISTORY     - Date     Condition        Report By
 QV0159  HISTORY     - 1957     MONUMENTED       CGS
 QV0159
 QV0159                          STATION DESCRIPTION
 QV0159
 QV0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0159'2.6 MI SE FROM CROW AGENCY.
 QV0159'ABOUT 1.65 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0159'RAILROAD FROM THE STATION AT CROW AGENCY, THENCE 0.95 MILE EAST ALONG
 QV0159'STATE HIGHWAY 8, 0.25 MILE EAST OF THE JUNCTION OF A NEW ROAD LEADING
 QV0159'TO CUSTER NATIONAL MONUMENT, 0.2 MILE WEST OF THE CREST OF A HILL, 49
 QV0159'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET SOUTHEAST OF THE
 QV0159'SOUTHEAST CORNER OF A STEEL CATTLE GUARD, 12 FEET EAST OF A TELEPHONE
 QV0159'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 QV0159'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0222 ***********************************************************************
 QW0222  DESIGNATION -  C 489
 QW0222  PID         -  QW0222
 QW0222  STATE/COUNTY-  MT/STILLWATER
 QW0222  USGS QUAD   -  SPRINGTIME (1955)
 QW0222
 QW0222                         *CURRENT SURVEY CONTROL
 QW0222  ___________________________________________________________________
 QW0222* NAD 83(1986)-  45 41 51.     (N)    109 29 02.     (W)     SCALED    
 QW0222* NAVD 88     -      1131.896  (meters)    3713.56   (feet)  ADJUSTED  
 QW0222  ___________________________________________________________________
 QW0222  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QW0222  DYNAMIC HT  -        1131.562 (meters)    3712.47  (feet)  COMP
 QW0222  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 QW0222
 QW0222  VERT ORDER  -  FIRST     CLASS II
 QW0222
 QW0222.The horizontal coordinates were scaled from a topographic map and have
 QW0222.an estimated accuracy of +/- 6 seconds.
 QW0222
 QW0222.The orthometric height was determined by differential leveling
 QW0222.and adjusted by the National Geodetic Survey in June 1991..
 QW0222
 QW0222.The geoid height was determined by GEOID03.
 QW0222
 QW0222.The dynamic height is computed by dividing the NAVD 88
 QW0222.geopotential number by the normal gravity value computed on the
 QW0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0222.degrees latitude (g = 980.6199 gals.).
 QW0222
 QW0222.The modeled gravity was interpolated from observed gravity values.
 QW0222
 QW0222;                    North         East    Units  Estimated Accuracy
 QW0222;SPC MT       -   160,870.      601,250.      MT  (+/- 180 meters Scaled)
 QW0222
 QW0222                          SUPERSEDED SURVEY CONTROL
 QW0222
 QW0222  NGVD 29 (??/??/92) 1130.936  (m)         3710.41   (f) ADJ UNCH    1 2
 QW0222
 QW0222.Superseded values are not recommended for survey control.
 QW0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0222.See file dsdata.txt to determine how the superseded data were derived.
 QW0222
 QW0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR180615(NAD 83)
 QW0222_MARKER: DB = BENCH MARK DISK
 QW0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0222_STAMPING: C 489 1957
 QW0222_MARK LOGO: CGS   
 QW0222_PROJECTION: PROJECTING 10 CENTIMETERS
 QW0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0222+STABILITY: SURFACE MOTION
 QW0222
 QW0222  HISTORY     - Date     Condition        Report By
 QW0222  HISTORY     - 1957     MONUMENTED       CGS
 QW0222  HISTORY     - 1982     GOOD             NGS
 QW0222
 QW0222                          STATION DESCRIPTION
 QW0222
 QW0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0222'2.95 MI E FROM REEDPOINT.
 QW0222'ABOUT 2.95 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0222'STATION A REEDPOINT, IN SECTION 34, T 1 S, R 18 E, 87 1/2 FEET SOUTH
 QW0222'OF AND ACROSS THE TRACK FROM MILEPOST 54, 1 1/2 POLES EAST OF A SMALL
 QW0222'HILL, 71 1/2 FEET SOUTH OF THE SOUTH RAIL, 46 1/2 FEET WEST OF A
 QW0222'TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN
 QW0222'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 QW0222'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QW0222
 QW0222                          STATION RECOVERY (1982)
 QW0222
 QW0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0222'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0222'22.3 KM (13.85 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0222'FROM THE RAILROAD STATION IN COLUMBUS, 28.4 METERS (93.2 FT) EAST OF
 QW0222'UTILITY POLE NUMBER 7 K, 26.6 METERS (87.3 FT) SOUTH OF MILE POST 54,
 QW0222'21.8 METERS (71.5 FT) SOUTHWEST OF THE NEAR RAIL, 14.2 METERS (46.6
 QW0222'FT) WEST OF A UTILITY POLE AND 0.6 METER (2.0 FT) NORTHEAST OF A
 QW0222'FENCE.
 QW0222'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 QW0222'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0376 ***********************************************************************
 SR0376  DESIGNATION -  C 49
 SR0376  PID         -  SR0376
 SR0376  STATE/COUNTY-  MT/FERGUS
 SR0376  USGS QUAD   -  BROOKS (1985)
 SR0376
 SR0376                         *CURRENT SURVEY CONTROL
 SR0376  ___________________________________________________________________
 SR0376* NAD 83(1986)-  47 14 21.     (N)    109 24 55.     (W)     SCALED    
 SR0376* NAVD 88     -      1194.771  (meters)    3919.84   (feet)  ADJUSTED  
 SR0376  ___________________________________________________________________
 SR0376  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 SR0376  DYNAMIC HT  -        1194.658 (meters)    3919.47  (feet)  COMP
 SR0376  MODELED GRAV-     980,476.4   (mgal)                       NAVD 88
 SR0376
 SR0376  VERT ORDER  -  FIRST     CLASS II
 SR0376
 SR0376.The horizontal coordinates were scaled from a topographic map and have
 SR0376.an estimated accuracy of +/- 6 seconds.
 SR0376
 SR0376.The orthometric height was determined by differential leveling
 SR0376.and adjusted by the National Geodetic Survey in June 1991..
 SR0376
 SR0376.The geoid height was determined by GEOID03.
 SR0376
 SR0376.The dynamic height is computed by dividing the NAVD 88
 SR0376.geopotential number by the normal gravity value computed on the
 SR0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0376.degrees latitude (g = 980.6199 gals.).
 SR0376
 SR0376.The modeled gravity was interpolated from observed gravity values.
 SR0376
 SR0376;                    North         East    Units  Estimated Accuracy
 SR0376;SPC MT       -   332,150.      606,410.      MT  (+/- 180 meters Scaled)
 SR0376
 SR0376                          SUPERSEDED SURVEY CONTROL
 SR0376
 SR0376  NGVD 29 (??/??/92) 1193.901  (m)         3916.99   (f) ADJ UNCH    1 2
 SR0376
 SR0376.Superseded values are not recommended for survey control.
 SR0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0376.See file dsdata.txt to determine how the superseded data were derived.
 SR0376
 SR0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT199329(NAD 83)
 SR0376_MARKER: DB = BENCH MARK DISK
 SR0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0376_STAMPING: C 49 1933 3916.990
 SR0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0376+STABILITY: SURFACE MOTION
 SR0376
 SR0376  HISTORY     - Date     Condition        Report By
 SR0376  HISTORY     - 1933     MONUMENTED       CGS
 SR0376  HISTORY     - 1961     GOOD             NGS
 SR0376
 SR0376                          STATION DESCRIPTION
 SR0376
 SR0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0376'3.15 MI SW FROM HILGER.
 SR0376'ABOUT 3.15 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0376'PACIFIC RAILROAD FROM THE STATION AT HILGER, OR 2.9 MILES NORTH ALONG
 SR0376'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE FARMERS
 SR0376'UNION GRAIN ELEVATOR AT BROOKS, IN SECTION 15, T 17 N, R 18 E, 7 RAILS
 SR0376'WEST OF THE WEST END OF A WOODEN TRESTLE, 125 FEET NORTHEAST OF AND
 SR0376'ACROSS THE TRACK FROM MILEPOST 14, 44 FEET NORTH OF THE NORTH RAIL, 3
 SR0376'1/2 FEET SOUTH OF A FENCE, 0.9 FOOT NORTH OF A METAL WITNESS POST,
 SR0376'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SR0376'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0148 ***********************************************************************
 QX0148  DESIGNATION -  C 490
 QX0148  PID         -  QX0148
 QX0148  STATE/COUNTY-  MT/PARK
 QX0148  USGS QUAD   -  LIVINGSTON (1951)
 QX0148
 QX0148                         *CURRENT SURVEY CONTROL
 QX0148  ___________________________________________________________________
 QX0148* NAD 83(1986)-  45 39 26.     (N)    110 37 13.     (W)     SCALED    
 QX0148* NAVD 88     -      1434.997  (meters)    4707.99   (feet)  POSTED    
 QX0148  ___________________________________________________________________
 QX0148  GEOID HEIGHT-         -10.43  (meters)                     GEOID03
 QX0148  DYNAMIC HT  -        1434.500 (meters)    4706.36  (feet)  COMP
 QX0148  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 QX0148
 QX0148  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QX0148
 QX0148.The horizontal coordinates were scaled from a topographic map and have
 QX0148.an estimated accuracy of +/- 6 seconds.
 QX0148
 QX0148.The orthometric height was determined by differential leveling
 QX0148.and adjusted by the National Geodetic Survey in 1992..
 QX0148.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QX0148.rate of 4.1 thru 8.0 mm/km.
 QX0148
 QX0148.The geoid height was determined by GEOID03.
 QX0148
 QX0148.The dynamic height is computed by dividing the NAVD 88
 QX0148.geopotential number by the normal gravity value computed on the
 QX0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0148.degrees latitude (g = 980.6199 gals.).
 QX0148
 QX0148.The modeled gravity was interpolated from observed gravity values.
 QX0148
 QX0148;                    North         East    Units  Estimated Accuracy
 QX0148;SPC MT       -   157,020.      512,720.      MT  (+/- 180 meters Scaled)
 QX0148
 QX0148                          SUPERSEDED SURVEY CONTROL
 QX0148
 QX0148  NGVD 29 (??/??/92) 1433.840  (m)         4704.19   (f) ADJ UNCH    1 2
 QX0148
 QX0148.Superseded values are not recommended for survey control.
 QX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0148.See file dsdata.txt to determine how the superseded data were derived.
 QX0148
 QX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR295560(NAD 83)
 QX0148_MARKER: DB = BENCH MARK DISK
 QX0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0148_STAMPING: C 490 1957
 QX0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0148+STABILITY: SURFACE MOTION
 QX0148
 QX0148  HISTORY     - Date     Condition        Report By
 QX0148  HISTORY     - 1957     MONUMENTED       CGS
 QX0148  HISTORY     - 1958     GOOD             NGS
 QX0148  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0148
 QX0148                          STATION DESCRIPTION
 QX0148
 QX0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0148'2.95 MI W FROM LIVINGSTON.
 QX0148'ABOUT 2.95 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0148'STATION AT LIVINGSTON, IN SECTION 16, T 2 S, R 9 E, 14 POLES WEST OF
 QX0148'MILEPOST 118, AT THE EAST END OF A CUT, 55 FEET SOUTH OF THE SOUTH
 QX0148'RAIL OF THE EAST BOUND TRACK, 79 FEET WEST OF A FENCE CORNER OF AN
 QX0148'OFFSET IN THE FENCE, 28 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 QX0148'SOUTH OF A FENCE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 QX0148'ABOUT 6 FEET BELOW THE TOP OF THE TRACK, AND IN THE TOP OF A CONCRETE
 QX0148'POST PROJECTING 7 INCHES.
 QX0148
 QX0148                          STATION RECOVERY (1982)
 QX0148
 QX0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0148'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0106 ***********************************************************************
 QW0106  DESIGNATION -  C 491
 QW0106  PID         -  QW0106
 QW0106  STATE/COUNTY-  MT/STILLWATER
 QW0106  USGS QUAD   -  MONTAQUA (1956)
 QW0106
 QW0106                         *CURRENT SURVEY CONTROL
 QW0106  ___________________________________________________________________
 QW0106* NAD 83(1986)-  45 37 05.     (N)    108 59 19.     (W)     SCALED    
 QW0106* NAVD 88     -      1043.733  (meters)    3424.31   (feet)  ADJUSTED  
 QW0106  ___________________________________________________________________
 QW0106  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 QW0106  DYNAMIC HT  -        1043.478 (meters)    3423.48  (feet)  COMP
 QW0106  MODELED GRAV-     980,336.1   (mgal)                       NAVD 88
 QW0106
 QW0106  VERT ORDER  -  FIRST     CLASS II
 QW0106
 QW0106.The horizontal coordinates were scaled from a topographic map and have
 QW0106.an estimated accuracy of +/- 6 seconds.
 QW0106
 QW0106.The orthometric height was determined by differential leveling
 QW0106.and adjusted by the National Geodetic Survey in June 1991..
 QW0106
 QW0106.The geoid height was determined by GEOID03.
 QW0106
 QW0106.The dynamic height is computed by dividing the NAVD 88
 QW0106.geopotential number by the normal gravity value computed on the
 QW0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0106.degrees latitude (g = 980.6199 gals.).
 QW0106
 QW0106.The modeled gravity was interpolated from observed gravity values.
 QW0106
 QW0106;                    North         East    Units  Estimated Accuracy
 QW0106;SPC MT       -   152,170.      639,870.      MT  (+/- 180 meters Scaled)
 QW0106
 QW0106                          SUPERSEDED SURVEY CONTROL
 QW0106
 QW0106  NGVD 29 (??/??/92) 1042.902  (m)         3421.59   (f) ADJ UNCH    1 2
 QW0106
 QW0106.Superseded values are not recommended for survey control.
 QW0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0106.See file dsdata.txt to determine how the superseded data were derived.
 QW0106
 QW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR568535(NAD 83)
 QW0106_MARKER: DB = BENCH MARK DISK
 QW0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0106_STAMPING: C 491 1957
 QW0106_MARK LOGO: CGS   
 QW0106_PROJECTION: PROJECTING 10 CENTIMETERS
 QW0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0106+STABILITY: SURFACE MOTION
 QW0106
 QW0106  HISTORY     - Date     Condition        Report By
 QW0106  HISTORY     - 1957     MONUMENTED       CGS
 QW0106  HISTORY     - 1982     GOOD             NGS
 QW0106
 QW0106                          STATION DESCRIPTION
 QW0106
 QW0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0106'3.6 MI SW FROM PARK CITY.
 QW0106'ABOUT 3.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0106'STATION AT PARK CITY, IN SECTION 34, T 2 S, R 22 E, 8 POLES SOUTHWEST
 QW0106'OF MILEPOST 26, AT THE TEN INN BAR AND CAFE, 194 FEET NORTHWEST OF THE
 QW0106'NORTHWEST RAIL, 99 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QW0106'BUILDING, 23 FEET SOUTH OF THE SOUTHEAST CORNER OF A LOG CABIN, 8 FEET
 QW0106'EAST OF A POWER POLE, 3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE
 QW0106'WOODEN WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE TRACK, AND IN
 QW0106'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QW0106
 QW0106                          STATION RECOVERY (1982)
 QW0106
 QW0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0106'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0106'19.1 KM (11.85 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN
 QW0106'RAILROAD FROM THE RAILROAD STATION IN LAUREL, 0.4 KM (0.25 MI)
 QW0106'SOUTHWEST OF MILEPOST 26, 59.2 METERS (194.2 FT) NORTHWEST OF THE NEAR
 QW0106'RAIL, 7.0 METERS (23.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A LOG
 QW0106'CABIN AND 2.5 METERS (8.2 FT) EAST OF A UTILITY POLE.
 QW0106'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 QW0106'THE MARK IS 2.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0233 ***********************************************************************
 QW0233  DESIGNATION -  C 492
 QW0233  PID         -  QW0233
 QW0233  STATE/COUNTY-  MT/STILLWATER
 QW0233  USGS QUAD   -  COLUMBUS WEST (1956)
 QW0233
 QW0233                         *CURRENT SURVEY CONTROL
 QW0233  ___________________________________________________________________
 QW0233* NAD 83(1986)-  45 40 23.     (N)    109 21 17.     (W)     SCALED    
 QW0233* NAVD 88     -      1111.918  (meters)    3648.02   (feet)  ADJUSTED  
 QW0233  ___________________________________________________________________
 QW0233  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 QW0233  DYNAMIC HT  -        1111.609 (meters)    3647.00  (feet)  COMP
 QW0233  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 QW0233
 QW0233  VERT ORDER  -  FIRST     CLASS II
 QW0233
 QW0233.The horizontal coordinates were scaled from a topographic map and have
 QW0233.an estimated accuracy of +/- 6 seconds.
 QW0233
 QW0233.The orthometric height was determined by differential leveling
 QW0233.and adjusted by the National Geodetic Survey in June 1991..
 QW0233
 QW0233.The geoid height was determined by GEOID03.
 QW0233
 QW0233.The dynamic height is computed by dividing the NAVD 88
 QW0233.geopotential number by the normal gravity value computed on the
 QW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0233.degrees latitude (g = 980.6199 gals.).
 QW0233
 QW0233.The modeled gravity was interpolated from observed gravity values.
 QW0233
 QW0233;                    North         East    Units  Estimated Accuracy
 QW0233;SPC MT       -   158,160.      611,320.      MT  (+/- 180 meters Scaled)
 QW0233
 QW0233                          SUPERSEDED SURVEY CONTROL
 QW0233
 QW0233  NGVD 29 (??/??/92) 1111.002  (m)         3645.01   (f) ADJ UNCH    1 2
 QW0233
 QW0233.Superseded values are not recommended for survey control.
 QW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0233.See file dsdata.txt to determine how the superseded data were derived.
 QW0233
 QW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR281590(NAD 83)
 QW0233_MARKER: DB = BENCH MARK DISK
 QW0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0233_SP_SET: CULVERT
 QW0233_STAMPING: C 492 1957
 QW0233_MARK LOGO: CGS   
 QW0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0233
 QW0233  HISTORY     - Date     Condition        Report By
 QW0233  HISTORY     - 1957     MONUMENTED       CGS
 QW0233  HISTORY     - 1982     GOOD             NGS
 QW0233
 QW0233                          STATION DESCRIPTION
 QW0233
 QW0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0233'5.85 MI NW FROM COLUMBUS.
 QW0233'ABOUT 5.85 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0233'STATION AT COLUMBUS, IN SECTION 11, T 2 S, R 19 E, 8 1/2 POLES
 QW0233'NORTHWEST OF MILEPOST 46, IN THE TOP OF THE SOUTHEAST END OF THE
 QW0233'NORTHEAST CONCRETE HEAD WALL OF A 2X5-FOOT CULVERT NUMBER 46 + 1149, 9
 QW0233'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 RAILS SOUTHEAST OF A ROAD
 QW0233'CROSSING, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 QW0233
 QW0233                          STATION RECOVERY (1982)
 QW0233
 QW0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0233'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 451091, LINE 101
 QW0233'IS ADEQUATE EXCEPT THAT THE RAILROAD IS NOW THE BURLINGTON NORTHERN
 QW0233'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0220 ***********************************************************************
 QX0220  DESIGNATION -  C 493
 QX0220  PID         -  QX0220
 QX0220  STATE/COUNTY-  MT/GALLATIN
 QX0220  USGS QUAD   -  BOZEMAN (1987)
 QX0220
 QX0220                         *CURRENT SURVEY CONTROL
 QX0220  ___________________________________________________________________
 QX0220* NAD 83(1986)-  45 43 00.     (N)    111 03 50.     (W)     SCALED    
 QX0220* NAVD 88     -      1418.960  (meters)    4655.37   (feet)  ADJUSTED  
 QX0220  ___________________________________________________________________
 QX0220  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 QX0220  DYNAMIC HT  -        1418.461 (meters)    4653.73  (feet)  COMP
 QX0220  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 QX0220
 QX0220  VERT ORDER  -  FIRST     CLASS II
 QX0220
 QX0220.The horizontal coordinates were scaled from a topographic map and have
 QX0220.an estimated accuracy of +/- 6 seconds.
 QX0220
 QX0220.The orthometric height was determined by differential leveling
 QX0220.and adjusted by the National Geodetic Survey in June 1991..
 QX0220
 QX0220.The geoid height was determined by GEOID03.
 QX0220
 QX0220.The dynamic height is computed by dividing the NAVD 88
 QX0220.geopotential number by the normal gravity value computed on the
 QX0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0220.degrees latitude (g = 980.6199 gals.).
 QX0220
 QX0220.The modeled gravity was interpolated from observed gravity values.
 QX0220
 QX0220;                    North         East    Units  Estimated Accuracy
 QX0220;SPC MT       -   164,210.      478,290.      MT  (+/- 180 meters Scaled)
 QX0220
 QX0220                          SUPERSEDED SURVEY CONTROL
 QX0220
 QX0220  NGVD 29 (??/??/92) 1417.772  (m)         4651.47   (f) ADJ UNCH    1 2
 QX0220
 QX0220.Superseded values are not recommended for survey control.
 QX0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0220.See file dsdata.txt to determine how the superseded data were derived.
 QX0220
 QX0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR950625(NAD 83)
 QX0220_MARKER: DB = BENCH MARK DISK
 QX0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0220_SP_SET: CULVERT
 QX0220_STAMPING: C 493 1957
 QX0220_MARK LOGO: CGS   
 QX0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0220
 QX0220  HISTORY     - Date     Condition        Report By
 QX0220  HISTORY     - 1957     MONUMENTED       CGS
 QX0220  HISTORY     - 1958     GOOD             NGS
 QX0220  HISTORY     - 1982     GOOD             NGS
 QX0220
 QX0220                          STATION DESCRIPTION
 QX0220
 QX0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0220'2.65 MI NW FROM BOZEMAN.
 QX0220'ABOUT 2.65 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0220'STATION AT BOZEMAN, IN SECTION 26, T 1 S, R 5 E, 4 1/2 POLES NORTHWEST
 QX0220'OF MILEPOST 143, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 QX0220'STONE HEAD WALL OF A 5-FOOT ARCH CULVERT, 5 1/2 RAILS SOUTHEAST OF A
 QX0220'ROAD CROSSING, 16 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 4
 QX0220'FEET BELOW THE LEVEL OF THE TRACK.
 QX0220
 QX0220                          STATION RECOVERY (1982)
 QX0220
 QX0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0351 ***********************************************************************
 QW0351  DESIGNATION -  C 494
 QW0351  PID         -  QW0351
 QW0351  STATE/COUNTY-  MT/SWEET GRASS
 QW0351  USGS QUAD   -  BIG TIMBER (1981)
 QW0351
 QW0351                         *CURRENT SURVEY CONTROL
 QW0351  ___________________________________________________________________
 QW0351* NAD 83(1986)-  45 51 29.     (N)    109 56 21.     (W)     SCALED    
 QW0351* NAVD 88     -      1236.389  (meters)    4056.39   (feet)  ADJUSTED  
 QW0351  ___________________________________________________________________
 QW0351  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 QW0351  DYNAMIC HT  -        1236.027 (meters)    4055.20  (feet)  COMP
 QW0351  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 QW0351
 QW0351  VERT ORDER  -  FIRST     CLASS II
 QW0351
 QW0351.The horizontal coordinates were scaled from a topographic map and have
 QW0351.an estimated accuracy of +/- 6 seconds.
 QW0351
 QW0351.The orthometric height was determined by differential leveling
 QW0351.and adjusted by the National Geodetic Survey in June 1991..
 QW0351
 QW0351.The geoid height was determined by GEOID03.
 QW0351
 QW0351.The dynamic height is computed by dividing the NAVD 88
 QW0351.geopotential number by the normal gravity value computed on the
 QW0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0351.degrees latitude (g = 980.6199 gals.).
 QW0351
 QW0351.The modeled gravity was interpolated from observed gravity values.
 QW0351
 QW0351;                    North         East    Units  Estimated Accuracy
 QW0351;SPC MT       -   178,800.      565,910.      MT  (+/- 180 meters Scaled)
 QW0351
 QW0351                          SUPERSEDED SURVEY CONTROL
 QW0351
 QW0351  NGVD 29 (??/??/92) 1235.362  (m)         4053.02   (f) ADJ UNCH    1 2
 QW0351
 QW0351.Superseded values are not recommended for survey control.
 QW0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0351.See file dsdata.txt to determine how the superseded data were derived.
 QW0351
 QW0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR823788(NAD 83)
 QW0351_MARKER: DB = BENCH MARK DISK
 QW0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0351_SP_SET: ABUTMENT
 QW0351_STAMPING: C 494 1957
 QW0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0351
 QW0351  HISTORY     - Date     Condition        Report By
 QW0351  HISTORY     - 1957     MONUMENTED       CGS
 QW0351  HISTORY     - 1958     GOOD             NGS
 QW0351  HISTORY     - 1982     GOOD             NGS
 QW0351
 QW0351                          STATION DESCRIPTION
 QW0351
 QW0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QW0351'1.95 MI NE FROM BIG TIMBER.
 QW0351'ABOUT 1.0 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0351'STATION AT BIG TIMBER, THENCE 0.95 MILE NORTHEAST ALONG STATE HIGHWAY
 QW0351'19, IN SECTION 2, T 1 N, R 14 E, IN THE TOP OF THE WEST END OF THE
 QW0351'NORTH CONCRETE ABUTMENT OF THE BRIDGE OVER BIG TIMBER CREEK, 12 FEET
 QW0351'WEST OF THE CENTER LINE OF THE HIGHWAY, 4 INCHES NORTHWEST OF THE END
 QW0351'OF A CURB, AND ABOUT LEVEL WITH THE HIGHWAY.
 QW0351
 QW0351                          STATION RECOVERY (1982)
 QW0351
 QW0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0040 ***********************************************************************
 QY0040  DESIGNATION -  C 495
 QY0040  PID         -  QY0040
 QY0040  STATE/COUNTY-  MT/JEFFERSON
 QY0040  USGS QUAD   -  DELMOE LAKE (1978)
 QY0040
 QY0040                         *CURRENT SURVEY CONTROL
 QY0040  ___________________________________________________________________
 QY0040* NAD 83(1986)-  45 54 55.     (N)    112 15 23.     (W)     SCALED    
 QY0040* NAVD 88     -      1497.110  (meters)    4911.77   (feet)  ADJUSTED  
 QY0040  ___________________________________________________________________
 QY0040  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 QY0040  DYNAMIC HT  -        1496.609 (meters)    4910.12  (feet)  COMP
 QY0040  MODELED GRAV-     980,228.1   (mgal)                       NAVD 88
 QY0040
 QY0040  VERT ORDER  -  FIRST     CLASS II
 QY0040
 QY0040.The horizontal coordinates were scaled from a topographic map and have
 QY0040.an estimated accuracy of +/- 6 seconds.
 QY0040
 QY0040.The orthometric height was determined by differential leveling
 QY0040.and adjusted by the National Geodetic Survey in June 1991..
 QY0040
 QY0040.The geoid height was determined by GEOID03.
 QY0040
 QY0040.The dynamic height is computed by dividing the NAVD 88
 QY0040.geopotential number by the normal gravity value computed on the
 QY0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0040.degrees latitude (g = 980.6199 gals.).
 QY0040
 QY0040.The modeled gravity was interpolated from observed gravity values.
 QY0040
 QY0040;                    North         East    Units  Estimated Accuracy
 QY0040;SPC MT       -   188,830.      386,290.      MT  (+/- 180 meters Scaled)
 QY0040
 QY0040                          SUPERSEDED SURVEY CONTROL
 QY0040
 QY0040  NGVD 29 (??/??/92) 1495.961  (m)         4908.00   (f) ADJ UNCH    1 2
 QY0040
 QY0040.Superseded values are not recommended for survey control.
 QY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0040.See file dsdata.txt to determine how the superseded data were derived.
 QY0040
 QY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR025854(NAD 83)
 QY0040_MARKER: DB = BENCH MARK DISK
 QY0040_SETTING: 66 = SET IN ROCK OUTCROP
 QY0040_SP_SET: ROCK OUTCROP
 QY0040_STAMPING: C 495 1957
 QY0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0040+STABILITY: POSITION/ELEVATION WELL
 QY0040
 QY0040  HISTORY     - Date     Condition        Report By
 QY0040  HISTORY     - 1957     MONUMENTED       CGS
 QY0040  HISTORY     - 1958     GOOD             NGS
 QY0040
 QY0040                          STATION DESCRIPTION
 QY0040
 QY0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0040'8.65 MI NW FROM WHITEHALL.
 QY0040'8.65 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0040'STATION AT WHITEHALL, IN SECTION 20, T 2 N, R 5 W, 84 FEET SOUTHWEST
 QY0040'OF AND ACROSS THE TRACK FROM THE 7TH POLE SOUTHWEST OF MILEPOST 47, AT
 QY0040'THE SOUTH END OF A SHARP CURVE, 25 FEET WEST OF THE WEST RAIL, 7
 QY0040'INCHES WEST OF THE WEST RIGHT OF WAY FENCE, IN THE TOP OF A SLOPING
 QY0040'GRANITE ROCK OUTCROP, ABOUT 3 FEET ABOVE THE GROUND, AND ABOUT 6 FEET
 QY0040'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0027 ***********************************************************************
 QY0027  DESIGNATION -  C 496
 QY0027  PID         -  QY0027
 QY0027  STATE/COUNTY-  MT/JEFFERSON
 QY0027  USGS QUAD   -  DELMOE LAKE (1978)
 QY0027
 QY0027                         *CURRENT SURVEY CONTROL
 QY0027  ___________________________________________________________________
 QY0027* NAD 83(1986)-  45 55 31.     (N)    112 19 14.     (W)     SCALED    
 QY0027* NAVD 88     -      1756.048  (meters)    5761.30   (feet)  ADJUSTED  
 QY0027  ___________________________________________________________________
 QY0027  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 QY0027  DYNAMIC HT  -        1755.388 (meters)    5759.14  (feet)  COMP
 QY0027  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 QY0027
 QY0027  VERT ORDER  -  FIRST     CLASS II
 QY0027
 QY0027.The horizontal coordinates were scaled from a topographic map and have
 QY0027.an estimated accuracy of +/- 6 seconds.
 QY0027
 QY0027.The orthometric height was determined by differential leveling
 QY0027.and adjusted by the National Geodetic Survey in June 1991..
 QY0027
 QY0027.The geoid height was determined by GEOID03.
 QY0027
 QY0027.The dynamic height is computed by dividing the NAVD 88
 QY0027.geopotential number by the normal gravity value computed on the
 QY0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0027.degrees latitude (g = 980.6199 gals.).
 QY0027
 QY0027.The modeled gravity was interpolated from observed gravity values.
 QY0027
 QY0027;                    North         East    Units  Estimated Accuracy
 QY0027;SPC MT       -   190,110.      381,360.      MT  (+/- 180 meters Scaled)
 QY0027
 QY0027                          SUPERSEDED SURVEY CONTROL
 QY0027
 QY0027  NGVD 29 (??/??/92) 1754.822  (m)         5757.28   (f) ADJ UNCH    1 2
 QY0027
 QY0027.Superseded values are not recommended for survey control.
 QY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0027.See file dsdata.txt to determine how the superseded data were derived.
 QY0027
 QY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR976865(NAD 83)
 QY0027_MARKER: DB = BENCH MARK DISK
 QY0027_SETTING: 66 = SET IN ROCK OUTCROP
 QY0027_SP_SET: GRANITE ROCK
 QY0027_STAMPING: C 496 1957
 QY0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0027+STABILITY: POSITION/ELEVATION WELL
 QY0027
 QY0027  HISTORY     - Date     Condition        Report By
 QY0027  HISTORY     - 1957     MONUMENTED       CGS
 QY0027  HISTORY     - 1958     GOOD             NGS
 QY0027
 QY0027                          STATION DESCRIPTION
 QY0027
 QY0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0027'15.75 MI SE FROM BUTTE.
 QY0027'15.75 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0027'STATION AT BUTTE, IN SECTION 14, T 2 N, R 6 W, 65 FEET SOUTHEAST OF
 QY0027'THE 18TH POLE SOUTHWEST OF MILEPOST 55, 64 FEET EAST OF THE EAST RAIL,
 QY0027'IN THE TOP OF THE SOUTHWEST END OF A LARGE GRANITE ROCK PROJECTING 3
 QY0027'FEET ABOVE THE GROUND, AT THE SOUTH END OF A SMALL ROCKY CUT, 25 FEET
 QY0027'EAST OF THE NORTH END OF AN IRON GATE IN THE EAST RIGHT OF WAY FENCE,
 QY0027'7 FEET WEST OF A 10-INCH FIR WHICH IS LEANING TO THE SOUTHEAST, AND
 QY0027'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0188 ***********************************************************************
 QX0188  DESIGNATION -  C 497
 QX0188  PID         -  QX0188
 QX0188  STATE/COUNTY-  MT/GALLATIN
 QX0188  USGS QUAD   -  LOGAN (1987)
 QX0188
 QX0188                         *CURRENT SURVEY CONTROL
 QX0188  ___________________________________________________________________
 QX0188* NAD 83(1986)-  45 53 08.     (N)    111 24 35.     (W)     SCALED    
 QX0188* NAVD 88     -      1256.611  (meters)    4122.73   (feet)  ADJUSTED  
 QX0188  ___________________________________________________________________
 QX0188  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 QX0188  DYNAMIC HT  -        1256.268 (meters)    4121.61  (feet)  COMP
 QX0188  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 QX0188
 QX0188  VERT ORDER  -  FIRST     CLASS II
 QX0188
 QX0188.The horizontal coordinates were scaled from a topographic map and have
 QX0188.an estimated accuracy of +/- 6 seconds.
 QX0188
 QX0188.The orthometric height was determined by differential leveling
 QX0188.and adjusted by the National Geodetic Survey in June 1991..
 QX0188
 QX0188.The geoid height was determined by GEOID03.
 QX0188
 QX0188.The dynamic height is computed by dividing the NAVD 88
 QX0188.geopotential number by the normal gravity value computed on the
 QX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0188.degrees latitude (g = 980.6199 gals.).
 QX0188
 QX0188.The modeled gravity was interpolated from observed gravity values.
 QX0188
 QX0188;                    North         East    Units  Estimated Accuracy
 QX0188;SPC MT       -   183,570.      451,840.      MT  (+/- 180 meters Scaled)
 QX0188
 QX0188                          SUPERSEDED SURVEY CONTROL
 QX0188
 QX0188  NGVD 29 (??/??/92) 1255.578  (m)         4119.34   (f) ADJ UNCH    1 2
 QX0188
 QX0188.Superseded values are not recommended for survey control.
 QX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0188.See file dsdata.txt to determine how the superseded data were derived.
 QX0188
 QX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR682814(NAD 83)
 QX0188_MARKER: DB = BENCH MARK DISK
 QX0188_SETTING: 66 = SET IN ROCK OUTCROP
 QX0188_SP_SET: STONE CLIFF
 QX0188_STAMPING: C 497 1957
 QX0188_MARK LOGO: CGS   
 QX0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0188+STABILITY: POSITION/ELEVATION WELL
 QX0188
 QX0188  HISTORY     - Date     Condition        Report By
 QX0188  HISTORY     - 1957     MONUMENTED       CGS
 QX0188  HISTORY     - 1958     GOOD             NGS
 QX0188  HISTORY     - 1982     GOOD             NGS
 QX0188
 QX0188                          STATION DESCRIPTION
 QX0188
 QX0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0188'0.8 MI E FROM LOGAN.
 QX0188'ABOUT 0.8 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0188'STATION AT LOGAN, IN SECTION 36, T 2 N, R 2 E, 8 1/2 POLES EAST OF
 QX0188'MILEPOST 164, SET VERTICALLY IN THE EAST FACE OF A LARGE STONE CLIFF,
 QX0188'12 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 3 FEET
 QX0188'ABOVE THE GROUND.
 QX0188
 QX0188                          STATION RECOVERY (1982)
 QX0188
 QX0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0188'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0188'9.4 KM (5.85 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QX0188'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE NORTHEAST EDGE OF THREE
 QX0188'FORKS, 0.3 KM (0.2 MI) EAST OF MILEPOST 164, SET VERTICALLY IN THE
 QX0188'EAST FACE OF A LARGE ROCK CLIFF, 3.7 METERS (12.1 FT) SOUTH OF THE
 QX0188'NEAR RAIL AND 0.3 METER (1.0 FT) BELOW THE TRACKS.
 QX0188'THE MARK IS 0.9 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0402 ***********************************************************************
 QX0402  DESIGNATION -  C 498
 QX0402  PID         -  QX0402
 QX0402  STATE/COUNTY-  MT/GALLATIN
 QX0402  USGS QUAD   -  WILLOW CREEK (1987)
 QX0402
 QX0402                         *CURRENT SURVEY CONTROL
 QX0402  ___________________________________________________________________
 QX0402* NAD 83(1986)-  45 48 58.     (N)    111 39 58.     (W)     SCALED    
 QX0402* NAVD 88     -      1266.359  (meters)    4154.71   (feet)  ADJUSTED  
 QX0402  ___________________________________________________________________
 QX0402  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 QX0402  DYNAMIC HT  -        1266.005 (meters)    4153.55  (feet)  COMP
 QX0402  MODELED GRAV-     980,292.3   (mgal)                       NAVD 88
 QX0402
 QX0402  VERT ORDER  -  FIRST     CLASS II
 QX0402
 QX0402.The horizontal coordinates were scaled from a topographic map and have
 QX0402.an estimated accuracy of +/- 6 seconds.
 QX0402
 QX0402.The orthometric height was determined by differential leveling
 QX0402.and adjusted by the National Geodetic Survey in June 1991..
 QX0402
 QX0402.The geoid height was determined by GEOID03.
 QX0402
 QX0402.The dynamic height is computed by dividing the NAVD 88
 QX0402.geopotential number by the normal gravity value computed on the
 QX0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0402.degrees latitude (g = 980.6199 gals.).
 QX0402
 QX0402.The modeled gravity was interpolated from observed gravity values.
 QX0402
 QX0402;                    North         East    Units  Estimated Accuracy
 QX0402;SPC MT       -   176,370.      431,740.      MT  (+/- 180 meters Scaled)
 QX0402
 QX0402                          SUPERSEDED SURVEY CONTROL
 QX0402
 QX0402  NGVD 29 (08/20/92) 1265.321  (m)         4151.31   (f) ADJUSTED    1 2
 QX0402
 QX0402.Superseded values are not recommended for survey control.
 QX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0402.See file dsdata.txt to determine how the superseded data were derived.
 QX0402
 QX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR482738(NAD 83)
 QX0402_MARKER: DB = BENCH MARK DISK
 QX0402_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0402_SP_SET: WINGWALL
 QX0402_STAMPING: C 498 1957
 QX0402_MARK LOGO: CGS   
 QX0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0402+STABILITY: SURFACE MOTION
 QX0402
 QX0402  HISTORY     - Date     Condition        Report By
 QX0402  HISTORY     - 1957     MONUMENTED       CGS
 QX0402  HISTORY     - 1958     GOOD             NGS
 QX0402  HISTORY     - 1987     GOOD             NGS
 QX0402
 QX0402                          STATION DESCRIPTION
 QX0402
 QX0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0402'1.3 MI SW FROM WILLOW CREEK.
 QX0402'ABOUT 1.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0402'STATION AT WILLOW CREEK, IN SECTION 24, T 1 N, R 1 W, 4 POLES
 QX0402'NORTHEAST OF MILEPOST 14, IN THE TOP OF THE SOUTH WING WALL OF BRIDGE
 QX0402'NUMBER 13 OVER WILLOW CREEK, 4 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 QX0402'RAIL, AND ABOUT 7 INCHES BELOW THE LEVEL OF THE TRACK.
 QX0402
 QX0402                          STATION RECOVERY (1987)
 QX0402
 QX0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0402'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--4
 QX0402'POLES NORTHEAST OF MILEPOST 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0418 ***********************************************************************
 TN0418  DESIGNATION -  C 499
 TN0418  PID         -  TN0418
 TN0418  STATE/COUNTY-  MT/FLATHEAD
 TN0418  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0418
 TN0418                         *CURRENT SURVEY CONTROL
 TN0418  ___________________________________________________________________
 TN0418* NAD 83(1986)-  48 22 23.     (N)    114 08 05.     (W)     SCALED    
 TN0418* NAVD 88     -       926.317  (meters)    3039.09   (feet)  ADJUSTED  
 TN0418  ___________________________________________________________________
 TN0418  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 TN0418  DYNAMIC HT  -         926.310 (meters)    3039.07  (feet)  COMP
 TN0418  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 TN0418
 TN0418  VERT ORDER  -  FIRST     CLASS II
 TN0418
 TN0418.The horizontal coordinates were scaled from a topographic map and have
 TN0418.an estimated accuracy of +/- 6 seconds.
 TN0418
 TN0418.The orthometric height was determined by differential leveling
 TN0418.and adjusted by the National Geodetic Survey in June 1991..
 TN0418
 TN0418.The geoid height was determined by GEOID03.
 TN0418
 TN0418.The dynamic height is computed by dividing the NAVD 88
 TN0418.geopotential number by the normal gravity value computed on the
 TN0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0418.degrees latitude (g = 980.6199 gals.).
 TN0418
 TN0418.The modeled gravity was interpolated from observed gravity values.
 TN0418
 TN0418;                    North         East    Units  Estimated Accuracy
 TN0418;SPC MT       -   468,310.      256,950.      MT  (+/- 180 meters Scaled)
 TN0418
 TN0418                          SUPERSEDED SURVEY CONTROL
 TN0418
 TN0418.No superseded survey control is available for this station.
 TN0418
 TN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP121617(NAD 83)
 TN0418_MARKER: DB = BENCH MARK DISK
 TN0418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0418_SP_SET: STAINLESS STEEL ROD
 TN0418_STAMPING: C 499 1979
 TN0418_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0418_ROD/PIPE-DEPTH: 6.10 meters
 TN0418
 TN0418  HISTORY     - Date     Condition        Report By
 TN0418  HISTORY     - 1979     MONUMENTED       NGS
 TN0418
 TN0418                          STATION DESCRIPTION
 TN0418
 TN0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0418'0.8 MI NE FROM COLUMBIA FALLS.
 TN0418'0.85 MILE NORTHEAST ALONG U. S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TN0418'HIGHWAY 40 AT COLUMBIA FALLS, AT A DOUBLE HIGH VOLTAGE POWERLINE
 TN0418'CROSSING, AT THE WEST EDGE OF THE FIRST TOWER SOUTHEAST OF THE
 TN0418'HIGHWAY OF THE SOUTHWEST POWERLINE, 103 FEET SOUTHEAST OF THE
 TN0418'CENTERLINE OF HIGHWAY 2, 77 FEET NORTHEAST OF THE CENTERLINE OF A
 TN0418'GRAVEL DRIVE AND 16 FEET EAST OF THE NORTHWEST LEG OF THE TOWER.
 TN0418'MARK IS SET LEVEL WITH THE GROUND.
 TN0418'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 TN0418'THE MARK IS 7 FT BELOW HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0106 ***********************************************************************
 SS0106  DESIGNATION -  C 5 S
 SS0106  PID         -  SS0106
 SS0106  STATE/COUNTY-  MT/JUDITH BASIN
 SS0106  USGS QUAD   -  BENCHLAND (1978)
 SS0106
 SS0106                         *CURRENT SURVEY CONTROL
 SS0106  ___________________________________________________________________
 SS0106* NAD 83(1986)-  47 02 26.     (N)    110 01 31.     (W)     SCALED    
 SS0106* NAVD 88     -      1331.556  (meters)    4368.61   (feet)  ADJUSTED  
 SS0106  ___________________________________________________________________
 SS0106  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 SS0106  DYNAMIC HT  -        1331.339 (meters)    4367.90  (feet)  COMP
 SS0106  MODELED GRAV-     980,404.0   (mgal)                       NAVD 88
 SS0106
 SS0106  VERT ORDER  -  SECOND    CLASS 0
 SS0106
 SS0106.The horizontal coordinates were scaled from a topographic map and have
 SS0106.an estimated accuracy of +/- 6 seconds.
 SS0106
 SS0106.The orthometric height was determined by differential leveling
 SS0106.and adjusted by the National Geodetic Survey in June 1991..
 SS0106
 SS0106.The geoid height was determined by GEOID03.
 SS0106
 SS0106.The dynamic height is computed by dividing the NAVD 88
 SS0106.geopotential number by the normal gravity value computed on the
 SS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0106.degrees latitude (g = 980.6199 gals.).
 SS0106
 SS0106.The modeled gravity was interpolated from observed gravity values.
 SS0106
 SS0106;                    North         East    Units  Estimated Accuracy
 SS0106;SPC MT       -   310,220.      560,100.      MT  (+/- 180 meters Scaled)
 SS0106
 SS0106                          SUPERSEDED SURVEY CONTROL
 SS0106
 SS0106  NGVD 29 (??/??/92) 1330.611  (m)         4365.51   (f) ADJ UNCH    2 0
 SS0106
 SS0106.Superseded values are not recommended for survey control.
 SS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0106.See file dsdata.txt to determine how the superseded data were derived.
 SS0106
 SS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT740101(NAD 83)
 SS0106_MARKER: DS = TRIANGULATION STATION DISK
 SS0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0106_STAMPING: C 5 S 1961
 SS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0106+STABILITY: SURFACE MOTION
 SS0106
 SS0106  HISTORY     - Date     Condition        Report By
 SS0106  HISTORY     - 1961     MONUMENTED       CGS
 SS0106
 SS0106                          STATION DESCRIPTION
 SS0106
 SS0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0106'3.45 MI S FROM BENCHLAND.
 SS0106'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0106'RAILWAY STATION AT BENCHLAND, THENCE 2.55 MILES SOUTH ALONG A GRAVELED
 SS0106'ROAD, THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 25, T 15
 SS0106'N, R 13 E, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 25 FEET EAST
 SS0106'OF THE CENTER OF A WIRE GATE, 6 FEET SOUTH OF A FENCE, 45.3 FEET EAST
 SS0106'OF C 5 S R.M. 2, 22.4 FEET WEST OF C 5 S R.M. 1, 5.0 FEET SOUTH OF A
 SS0106'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 SS0106'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES BELOW THE LEVEL OF
 SS0106'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0107 ***********************************************************************
 SS0107  DESIGNATION -  C 5 S RM 1
 SS0107  PID         -  SS0107
 SS0107  STATE/COUNTY-  MT/JUDITH BASIN
 SS0107  USGS QUAD   -  BENCHLAND (1978)
 SS0107
 SS0107                         *CURRENT SURVEY CONTROL
 SS0107  ___________________________________________________________________
 SS0107* NAD 83(1986)-  47 02 26.     (N)    110 01 31.     (W)     SCALED    
 SS0107* NAVD 88     -      1331.954  (meters)    4369.92   (feet)  ADJUSTED  
 SS0107  ___________________________________________________________________
 SS0107  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 SS0107  DYNAMIC HT  -        1331.737 (meters)    4369.21  (feet)  COMP
 SS0107  MODELED GRAV-     980,404.0   (mgal)                       NAVD 88
 SS0107
 SS0107  VERT ORDER  -  SECOND    CLASS 0
 SS0107
 SS0107.The horizontal coordinates were scaled from a topographic map and have
 SS0107.an estimated accuracy of +/- 6 seconds.
 SS0107
 SS0107.The orthometric height was determined by differential leveling
 SS0107.and adjusted by the National Geodetic Survey in June 1991..
 SS0107
 SS0107.The geoid height was determined by GEOID03.
 SS0107
 SS0107.The dynamic height is computed by dividing the NAVD 88
 SS0107.geopotential number by the normal gravity value computed on the
 SS0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0107.degrees latitude (g = 980.6199 gals.).
 SS0107
 SS0107.The modeled gravity was interpolated from observed gravity values.
 SS0107
 SS0107;                    North         East    Units  Estimated Accuracy
 SS0107;SPC MT       -   310,220.      560,100.      MT  (+/- 180 meters Scaled)
 SS0107
 SS0107                          SUPERSEDED SURVEY CONTROL
 SS0107
 SS0107  NGVD 29 (??/??/92) 1331.009  (m)         4366.82   (f) ADJ UNCH    2 0
 SS0107
 SS0107.Superseded values are not recommended for survey control.
 SS0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0107.See file dsdata.txt to determine how the superseded data were derived.
 SS0107
 SS0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT740101(NAD 83)
 SS0107_MARKER: DR = REFERENCE MARK DISK
 SS0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0107_STAMPING: C 5 S NO 1 1961
 SS0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0107+STABILITY: SURFACE MOTION
 SS0107
 SS0107  HISTORY     - Date     Condition        Report By
 SS0107  HISTORY     - 1961     MONUMENTED       CGS
 SS0107
 SS0107                          STATION DESCRIPTION
 SS0107
 SS0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0107'3.45 MI S FROM BENCHLAND.
 SS0107'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0107'RAILWAY STATION AT BENCHLAND, THENCE 2.55 MILES SOUTH ALONG A GRAVELED
 SS0107'ROAD, THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 25, T 15
 SS0107'N, R 13 E, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 56 FEET SOUTH
 SS0107'OF AND ACROSS THE ROAD FROM A POWER POLE, 22.4 FEET EAST OF C 5 S
 SS0107'1961, 6 INCHES SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SS0107'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0105 ***********************************************************************
 SS0105  DESIGNATION -  C 5 S RM 2
 SS0105  PID         -  SS0105
 SS0105  STATE/COUNTY-  MT/JUDITH BASIN
 SS0105  USGS QUAD   -  BENCHLAND (1978)
 SS0105
 SS0105                         *CURRENT SURVEY CONTROL
 SS0105  ___________________________________________________________________
 SS0105* NAD 83(1986)-  47 02 26.     (N)    110 01 31.     (W)     SCALED    
 SS0105* NAVD 88     -      1332.008  (meters)    4370.10   (feet)  ADJUSTED  
 SS0105  ___________________________________________________________________
 SS0105  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 SS0105  DYNAMIC HT  -        1331.791 (meters)    4369.38  (feet)  COMP
 SS0105  MODELED GRAV-     980,404.0   (mgal)                       NAVD 88
 SS0105
 SS0105  VERT ORDER  -  SECOND    CLASS 0
 SS0105
 SS0105.The horizontal coordinates were scaled from a topographic map and have
 SS0105.an estimated accuracy of +/- 6 seconds.
 SS0105
 SS0105.The orthometric height was determined by differential leveling
 SS0105.and adjusted by the National Geodetic Survey in June 1991..
 SS0105
 SS0105.The geoid height was determined by GEOID03.
 SS0105
 SS0105.The dynamic height is computed by dividing the NAVD 88
 SS0105.geopotential number by the normal gravity value computed on the
 SS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0105.degrees latitude (g = 980.6199 gals.).
 SS0105
 SS0105.The modeled gravity was interpolated from observed gravity values.
 SS0105
 SS0105;                    North         East    Units  Estimated Accuracy
 SS0105;SPC MT       -   310,220.      560,100.      MT  (+/- 180 meters Scaled)
 SS0105
 SS0105                          SUPERSEDED SURVEY CONTROL
 SS0105
 SS0105  NGVD 29 (??/??/92) 1331.063  (m)         4367.00   (f) ADJ UNCH    2 0
 SS0105
 SS0105.Superseded values are not recommended for survey control.
 SS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0105.See file dsdata.txt to determine how the superseded data were derived.
 SS0105
 SS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT740101(NAD 83)
 SS0105_MARKER: DR = REFERENCE MARK DISK
 SS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0105_STAMPING: C 5 S NO 2 1961
 SS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0105+STABILITY: SURFACE MOTION
 SS0105
 SS0105  HISTORY     - Date     Condition        Report By
 SS0105  HISTORY     - 1961     MONUMENTED       CGS
 SS0105
 SS0105                          STATION DESCRIPTION
 SS0105
 SS0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0105'3.45 MI S FROM BENCHLAND.
 SS0105'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT STATION AT
 SS0105'BENCHLAND, THENCE 2.55 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.25
 SS0105'MILE EAST ALONG A GRAVELED ROAD, IN SECTION 25, T 15 N, R 13 E, 30
 SS0105'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 45.3 FEET WEST OF C 5 S
 SS0105'1961, 19 FEET WEST OF THE CENTER OF A WIRE GATE, ABOUT LEVEL WITH THE
 SS0105'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0109 ***********************************************************************
 SS0109  DESIGNATION -  C 5 T
 SS0109  PID         -  SS0109
 SS0109  STATE/COUNTY-  MT/JUDITH BASIN
 SS0109  USGS QUAD   -  BENCHLAND (1978)
 SS0109
 SS0109                         *CURRENT SURVEY CONTROL
 SS0109  ___________________________________________________________________
 SS0109* NAD 83(1986)-  47 02 11.     (N)    110 01 50.     (W)     SCALED    
 SS0109* NAVD 88     -      1335.329  (meters)    4380.99   (feet)  ADJUSTED  
 SS0109  ___________________________________________________________________
 SS0109  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 SS0109  DYNAMIC HT  -        1335.110 (meters)    4380.27  (feet)  COMP
 SS0109  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 SS0109
 SS0109  VERT ORDER  -  SECOND    CLASS 0
 SS0109
 SS0109.The horizontal coordinates were scaled from a topographic map and have
 SS0109.an estimated accuracy of +/- 6 seconds.
 SS0109
 SS0109.The orthometric height was determined by differential leveling
 SS0109.and adjusted by the National Geodetic Survey in June 1991..
 SS0109
 SS0109.The geoid height was determined by GEOID03.
 SS0109
 SS0109.The dynamic height is computed by dividing the NAVD 88
 SS0109.geopotential number by the normal gravity value computed on the
 SS0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0109.degrees latitude (g = 980.6199 gals.).
 SS0109
 SS0109.The modeled gravity was interpolated from observed gravity values.
 SS0109
 SS0109;                    North         East    Units  Estimated Accuracy
 SS0109;SPC MT       -   309,760.      559,700.      MT  (+/- 180 meters Scaled)
 SS0109
 SS0109                          SUPERSEDED SURVEY CONTROL
 SS0109
 SS0109  NGVD 29 (??/??/92) 1334.382  (m)         4377.88   (f) ADJ UNCH    2 0
 SS0109
 SS0109.Superseded values are not recommended for survey control.
 SS0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0109.See file dsdata.txt to determine how the superseded data were derived.
 SS0109
 SS0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT736096(NAD 83)
 SS0109_MARKER: DS = TRIANGULATION STATION DISK
 SS0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0109_STAMPING: C 5 T 1961
 SS0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0109+STABILITY: SURFACE MOTION
 SS0109
 SS0109  HISTORY     - Date     Condition        Report By
 SS0109  HISTORY     - 1961     MONUMENTED       CGS
 SS0109
 SS0109                          STATION DESCRIPTION
 SS0109
 SS0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0109'3.5 MI S FROM BENCHLAND.
 SS0109'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0109'RAILWAY STATION AT BENCHLAND, THENCE 2.85 MILES SOUTH ALONG A GRAVELED
 SS0109'ROAD, IN SECTION 25, T 15 N, R 13 E, 24 FEET EAST OF THE CENTER LINE
 SS0109'OF THE ROAD, 33.6 FEET NORTH OF C 5 T R.M. 2, 30.2 FEET SOUTH OF C 5 T
 SS0109'R.M. 1, 2 1/2 FEET WEST OF A FENCE, 3.0 FEET WEST OF A METAL WITNESS
 SS0109'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SS0109'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0108 ***********************************************************************
 SS0108  DESIGNATION -  C 5 T RM 1
 SS0108  PID         -  SS0108
 SS0108  STATE/COUNTY-  MT/JUDITH BASIN
 SS0108  USGS QUAD   -  BENCHLAND (1978)
 SS0108
 SS0108                         *CURRENT SURVEY CONTROL
 SS0108  ___________________________________________________________________
 SS0108* NAD 83(1986)-  47 02 11.     (N)    110 01 49.     (W)     SCALED    
 SS0108* NAVD 88     -      1335.377  (meters)    4381.15   (feet)  ADJUSTED  
 SS0108  ___________________________________________________________________
 SS0108  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 SS0108  DYNAMIC HT  -        1335.159 (meters)    4380.43  (feet)  COMP
 SS0108  MODELED GRAV-     980,402.7   (mgal)                       NAVD 88
 SS0108
 SS0108  VERT ORDER  -  SECOND    CLASS 0
 SS0108
 SS0108.The horizontal coordinates were scaled from a topographic map and have
 SS0108.an estimated accuracy of +/- 6 seconds.
 SS0108
 SS0108.The orthometric height was determined by differential leveling
 SS0108.and adjusted by the National Geodetic Survey in June 1991..
 SS0108
 SS0108.The geoid height was determined by GEOID03.
 SS0108
 SS0108.The dynamic height is computed by dividing the NAVD 88
 SS0108.geopotential number by the normal gravity value computed on the
 SS0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0108.degrees latitude (g = 980.6199 gals.).
 SS0108
 SS0108.The modeled gravity was interpolated from observed gravity values.
 SS0108
 SS0108;                    North         East    Units  Estimated Accuracy
 SS0108;SPC MT       -   309,760.      559,720.      MT  (+/- 180 meters Scaled)
 SS0108
 SS0108                          SUPERSEDED SURVEY CONTROL
 SS0108
 SS0108  NGVD 29 (??/??/92) 1334.431  (m)         4378.05   (f) ADJ UNCH    2 0
 SS0108
 SS0108.Superseded values are not recommended for survey control.
 SS0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0108.See file dsdata.txt to determine how the superseded data were derived.
 SS0108
 SS0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT736096(NAD 83)
 SS0108_MARKER: DR = REFERENCE MARK DISK
 SS0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0108_STAMPING: C 5 T NO 1 1961
 SS0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0108+STABILITY: SURFACE MOTION
 SS0108
 SS0108  HISTORY     - Date     Condition        Report By
 SS0108  HISTORY     - 1961     MONUMENTED       CGS
 SS0108
 SS0108                          STATION DESCRIPTION
 SS0108
 SS0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0108'3.5 MI S FROM BENCHLAND.
 SS0108'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0108'RAILWAY STATION AT BENCHLAND, THENCE 2.85 MILES SOUTH ALONG A GRAVELED
 SS0108'ROAD, IN SECTION 25, T 15 N, R 13 E, 25 FEET EAST OF THE CENTER LINE
 SS0108'OF THE ROAD, 30.2 FEET NORTH OF C 5 T 1961, 1 FOOT WEST OF A FENCE,
 SS0108'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SS0108'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0110 ***********************************************************************
 SS0110  DESIGNATION -  C 5 T RM 2
 SS0110  PID         -  SS0110
 SS0110  STATE/COUNTY-  MT/JUDITH BASIN
 SS0110  USGS QUAD   -  BENCHLAND (1978)
 SS0110
 SS0110                         *CURRENT SURVEY CONTROL
 SS0110  ___________________________________________________________________
 SS0110* NAD 83(1986)-  47 02 11.     (N)    110 01 49.     (W)     SCALED    
 SS0110* NAVD 88     -      1335.562  (meters)    4381.76   (feet)  ADJUSTED  
 SS0110  ___________________________________________________________________
 SS0110  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 SS0110  DYNAMIC HT  -        1335.344 (meters)    4381.04  (feet)  COMP
 SS0110  MODELED GRAV-     980,402.7   (mgal)                       NAVD 88
 SS0110
 SS0110  VERT ORDER  -  SECOND    CLASS 0
 SS0110
 SS0110.The horizontal coordinates were scaled from a topographic map and have
 SS0110.an estimated accuracy of +/- 6 seconds.
 SS0110
 SS0110.The orthometric height was determined by differential leveling
 SS0110.and adjusted by the National Geodetic Survey in June 1991..
 SS0110
 SS0110.The geoid height was determined by GEOID03.
 SS0110
 SS0110.The dynamic height is computed by dividing the NAVD 88
 SS0110.geopotential number by the normal gravity value computed on the
 SS0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0110.degrees latitude (g = 980.6199 gals.).
 SS0110
 SS0110.The modeled gravity was interpolated from observed gravity values.
 SS0110
 SS0110;                    North         East    Units  Estimated Accuracy
 SS0110;SPC MT       -   309,760.      559,720.      MT  (+/- 180 meters Scaled)
 SS0110
 SS0110                          SUPERSEDED SURVEY CONTROL
 SS0110
 SS0110  NGVD 29 (??/??/92) 1334.616  (m)         4378.65   (f) ADJ UNCH    2 0
 SS0110
 SS0110.Superseded values are not recommended for survey control.
 SS0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0110.See file dsdata.txt to determine how the superseded data were derived.
 SS0110
 SS0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT736096(NAD 83)
 SS0110_MARKER: DR = REFERENCE MARK DISK
 SS0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0110_STAMPING: C 5 T NO 2 1961
 SS0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0110+STABILITY: SURFACE MOTION
 SS0110
 SS0110  HISTORY     - Date     Condition        Report By
 SS0110  HISTORY     - 1961     MONUMENTED       CGS
 SS0110
 SS0110                          STATION DESCRIPTION
 SS0110
 SS0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0110'3.5 MI S FROM BENCHLAND.
 SS0110'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0110'RAILWAY STATION AT BENCHLAND, THENCE 2.85 MILES SOUTH ALONG A GRAVELED
 SS0110'ROAD, IN SECTION 25, T 15 N, R 13 E, 25 FEET EAST OF THE CENTER LINE
 SS0110'OF THE ROAD, 33.6 FEET SOUTH OF C 5 T 1961, 1 1/2 FEET WEST OF A
 SS0110'FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SS0110'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0338 ***********************************************************************
 TN0338  DESIGNATION -  C 50
 TN0338  PID         -  TN0338
 TN0338  STATE/COUNTY-  MT/LINCOLN
 TN0338  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0338
 TN0338                         *CURRENT SURVEY CONTROL
 TN0338  ___________________________________________________________________
 TN0338* NAD 83(1986)-  48 27 12.     (N)    115 45 37.     (W)     SCALED    
 TN0338* NAVD 88     -       608.760  (meters)    1997.24   (feet)  ADJUSTED  
 TN0338  ___________________________________________________________________
 TN0338  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TN0338  DYNAMIC HT  -         608.794 (meters)    1997.35  (feet)  COMP
 TN0338  MODELED GRAV-     980,648.5   (mgal)                       NAVD 88
 TN0338
 TN0338  VERT ORDER  -  FIRST     CLASS II
 TN0338
 TN0338.The horizontal coordinates were scaled from a topographic map and have
 TN0338.an estimated accuracy of +/- 6 seconds.
 TN0338
 TN0338.The orthometric height was determined by differential leveling
 TN0338.and adjusted by the National Geodetic Survey in June 1991..
 TN0338
 TN0338.The geoid height was determined by GEOID03.
 TN0338
 TN0338.The dynamic height is computed by dividing the NAVD 88
 TN0338.geopotential number by the normal gravity value computed on the
 TN0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0338.degrees latitude (g = 980.6199 gals.).
 TN0338
 TN0338.The modeled gravity was interpolated from observed gravity values.
 TN0338
 TN0338;                    North         East    Units  Estimated Accuracy
 TN0338;SPC MT       -   485,580.      137,560.      MT  (+/- 180 meters Scaled)
 TN0338
 TN0338                          SUPERSEDED SURVEY CONTROL
 TN0338
 TN0338  NGVD 29 (??/??/92)  607.575  (m)         1993.35   (f) ADJ UNCH    1 2
 TN0338
 TN0338.Superseded values are not recommended for survey control.
 TN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0338.See file dsdata.txt to determine how the superseded data were derived.
 TN0338
 TN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP916674(NAD 83)
 TN0338_MARKER: DB = BENCH MARK DISK
 TN0338_SETTING: 66 = SET IN ROCK OUTCROP
 TN0338_SP_SET: ROCK OUTCROP
 TN0338_STAMPING: C 50 1933
 TN0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0338+STABILITY: POSITION/ELEVATION WELL
 TN0338
 TN0338  HISTORY     - Date     Condition        Report By
 TN0338  HISTORY     - 1933     MONUMENTED       CGS
 TN0338  HISTORY     - 1963     GOOD             USGS
 TN0338  HISTORY     - 1980     MARK NOT FOUND   NGS
 TN0338  HISTORY     - 1981     GOOD             LOCSUR
 TN0338
 TN0338                          STATION DESCRIPTION
 TN0338
 TN0338'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TN0338'7 MI SE FROM TROY.
 TN0338'7.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM TROY, LINCOLN
 TN0338'COUNTY, 1610 FEET EAST OF M.P. 1347, 92 FEET WEST AND 60 FEET SOUTH OF
 TN0338'SIGN KOOTENAI FALLS 60 FEET SOUTH OF SOUTH TRACK, 3 FEET NORTH OF A
 TN0338'LARGE BOULDER, IN THE TOP OF A ROCK OUTCROP AND ABOUT 8 INCHES ABOVE
 TN0338'GROUND.  A STANDARD DISK STAMPED C 50 1933.
 TN0338
 TN0338                          STATION RECOVERY (1980)
 TN0338
 TN0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0338'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
 TN0338
 TN0338                          STATION RECOVERY (1981)
 TN0338
 TN0338'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TN0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0756 ***********************************************************************
 TM0756  DESIGNATION -  C 500
 TM0756  PID         -  TM0756
 TM0756  STATE/COUNTY-  MT/FLATHEAD
 TM0756  USGS QUAD   -  NYACK (1994)
 TM0756
 TM0756                         *CURRENT SURVEY CONTROL
 TM0756  ___________________________________________________________________
 TM0756* NAD 83(1986)-  48 26 24.     (N)    113 48 38.     (W)     SCALED    
 TM0756* NAVD 88     -      1021.648  (meters)    3351.86   (feet)  ADJUSTED  
 TM0756  ___________________________________________________________________
 TM0756  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 TM0756  DYNAMIC HT  -        1021.625 (meters)    3351.78  (feet)  COMP
 TM0756  MODELED GRAV-     980,555.0   (mgal)                       NAVD 88
 TM0756
 TM0756  VERT ORDER  -  FIRST     CLASS II
 TM0756
 TM0756.The horizontal coordinates were scaled from a topographic map and have
 TM0756.an estimated accuracy of +/- 6 seconds.
 TM0756
 TM0756.The orthometric height was determined by differential leveling
 TM0756.and adjusted by the National Geodetic Survey in June 1991..
 TM0756
 TM0756.The geoid height was determined by GEOID03.
 TM0756
 TM0756.The dynamic height is computed by dividing the NAVD 88
 TM0756.geopotential number by the normal gravity value computed on the
 TM0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0756.degrees latitude (g = 980.6199 gals.).
 TM0756
 TM0756.The modeled gravity was interpolated from observed gravity values.
 TM0756
 TM0756;                    North         East    Units  Estimated Accuracy
 TM0756;SPC MT       -   474,370.      281,320.      MT  (+/- 180 meters Scaled)
 TM0756
 TM0756                          SUPERSEDED SURVEY CONTROL
 TM0756
 TM0756.No superseded survey control is available for this station.
 TM0756
 TM0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU921690(NAD 83)
 TM0756_MARKER: DB = BENCH MARK DISK
 TM0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0756_SP_SET: STAINLESS STEEL ROD
 TM0756_STAMPING: C 500 1979
 TM0756_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0756_ROD/PIPE-DEPTH: 5.49 meters
 TM0756
 TM0756  HISTORY     - Date     Condition        Report By
 TM0756  HISTORY     - 1979     MONUMENTED       NGS
 TM0756
 TM0756                          STATION DESCRIPTION
 TM0756
 TM0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0756'10.6 MI SE FROM WEST GLACIER.
 TM0756'10.65 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0756'GLACIER NATIONAL PARK AT WEST GLACIER, AT NYACK, 290 FEET SOUTHEAST OF
 TM0756'AND ACROSS THE HIGHWAY FROM MILE POST 164, 45 FEET NORTHEAST OF THE
 TM0756'CENTERLINE OF HIGHWAY 2, 40 FEET SOUTHEAST OF THE CENTERLINE OF AN
 TM0756'ABANDONED GRAVEL DRIVE AND 1 FOOT SOUTHWEST OF A WOODEN RAIL FENCE.
 TM0756'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 TM0756'THE MARK IS 2 FT BELOW HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0468 ***********************************************************************
 TN0468  DESIGNATION -  C 501
 TN0468  PID         -  TN0468
 TN0468  STATE/COUNTY-  MT/FLATHEAD
 TN0468  USGS QUAD   -  WHITEFISH (1994)
 TN0468
 TN0468                         *CURRENT SURVEY CONTROL
 TN0468  ___________________________________________________________________
 TN0468* NAD 83(1986)-  48 23 14.     (N)    114 20 06.     (W)     SCALED    
 TN0468* NAVD 88     -       924.393  (meters)    3032.78   (feet)  ADJUSTED  
 TN0468  ___________________________________________________________________
 TN0468  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TN0468  DYNAMIC HT  -         924.393 (meters)    3032.78  (feet)  COMP
 TN0468  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 TN0468
 TN0468  VERT ORDER  -  FIRST     CLASS II
 TN0468
 TN0468.The horizontal coordinates were scaled from a topographic map and have
 TN0468.an estimated accuracy of +/- 6 seconds.
 TN0468
 TN0468.The orthometric height was determined by differential leveling
 TN0468.and adjusted by the National Geodetic Survey in June 1991..
 TN0468
 TN0468.The geoid height was determined by GEOID03.
 TN0468
 TN0468.The dynamic height is computed by dividing the NAVD 88
 TN0468.geopotential number by the normal gravity value computed on the
 TN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0468.degrees latitude (g = 980.6199 gals.).
 TN0468
 TN0468.The modeled gravity was interpolated from observed gravity values.
 TN0468
 TN0468;                    North         East    Units  Estimated Accuracy
 TN0468;SPC MT       -   470,780.      242,240.      MT  (+/- 180 meters Scaled)
 TN0468
 TN0468                          SUPERSEDED SURVEY CONTROL
 TN0468
 TN0468.No superseded survey control is available for this station.
 TN0468
 TN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP972627(NAD 83)
 TN0468_MARKER: DB = BENCH MARK DISK
 TN0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0468_SP_SET: STAINLESS STEEL ROD
 TN0468_STAMPING: C 501 1979
 TN0468_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0468_ROD/PIPE-DEPTH: 6.10 meters
 TN0468
 TN0468  HISTORY     - Date     Condition        Report By
 TN0468  HISTORY     - 1979     MONUMENTED       NGS
 TN0468
 TN0468                          STATION DESCRIPTION
 TN0468
 TN0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0468'1.6 MI SOUTH FROM WHITEFISH.
 TN0468'1.6 MILES SOUTH ALONG US HIGHWAY 93 (SPOKANE AVENUE) FROM THE JUCTION
 TN0468'OF SECOND STREET IN WHITEFISH, AT HIGHWAY MILEPOST 126, 115 FEET EAST
 TN0468'OF THE CENTERLINE OF HIGHWAY 93, 27.5 FEET SOUTH OF THE CENTERLINE
 TN0468'OF A GRAVEL DRIVE LEADING EAST TO A FARM, 11 FEET SOUTH OF A
 TN0468'NORTHWEST CORNER FENCE POST, 1 FOOT WEST OF THE FENCELINE, MARK IS
 TN0468'ACCESSED THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TN0468'THE MARK IS 3 FT  N FROM A WITNESS POST.
 TN0468'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0500 ***********************************************************************
 TN0500  DESIGNATION -  C 502
 TN0500  PID         -  TN0500
 TN0500  STATE/COUNTY-  MT/FLATHEAD
 TN0500  USGS QUAD   -  RADNOR (1994)
 TN0500
 TN0500                         *CURRENT SURVEY CONTROL
 TN0500  ___________________________________________________________________
 TN0500* NAD 83(1986)-  48 36 36.     (N)    114 38 50.     (W)     SCALED    
 TN0500* NAVD 88     -      1013.239  (meters)    3324.27   (feet)  ADJUSTED  
 TN0500  ___________________________________________________________________
 TN0500  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TN0500  DYNAMIC HT  -        1013.243 (meters)    3324.28  (feet)  COMP
 TN0500  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 TN0500
 TN0500  VERT ORDER  -  FIRST     CLASS II
 TN0500
 TN0500.The horizontal coordinates were scaled from a topographic map and have
 TN0500.an estimated accuracy of +/- 6 seconds.
 TN0500
 TN0500.The orthometric height was determined by differential leveling
 TN0500.and adjusted by the National Geodetic Survey in June 1991..
 TN0500
 TN0500.The geoid height was determined by GEOID03.
 TN0500
 TN0500.The dynamic height is computed by dividing the NAVD 88
 TN0500.geopotential number by the normal gravity value computed on the
 TN0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0500.degrees latitude (g = 980.6199 gals.).
 TN0500
 TN0500.The modeled gravity was interpolated from observed gravity values.
 TN0500
 TN0500;                    North         East    Units  Estimated Accuracy
 TN0500;SPC MT       -   496,970.      220,790.      MT  (+/- 180 meters Scaled)
 TN0500
 TN0500                          SUPERSEDED SURVEY CONTROL
 TN0500
 TN0500.No superseded survey control is available for this station.
 TN0500
 TN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP734867(NAD 83)
 TN0500_MARKER: DB = BENCH MARK DISK
 TN0500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0500_SP_SET: STAINLESS STEEL ROD
 TN0500_STAMPING: C 502 1979
 TN0500_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0500_ROD/PIPE-DEPTH: 6.10 meters
 TN0500
 TN0500  HISTORY     - Date     Condition        Report By
 TN0500  HISTORY     - 1979     MONUMENTED       NGS
 TN0500
 TN0500                          STATION DESCRIPTION
 TN0500
 TN0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0500'23.0 MI NW FROM WHITEFISH.
 TN0500'23.0 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0500'SPOKANE AVENUE IN WHITEFISH, AT A HIGH VOLTAGE POWER LINE CROSSING,
 TN0500'AT MILE POST 151, 123 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 TN0500'93.5 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 241540 AND 7 FEET NORTH
 TN0500'OF DOUBLE POWER LINE POLE CFT1 34 5 B.
 TN0500'THE MARK IS 3 FT  S FROM A WITNESS POST.
 TN0500'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0535 ***********************************************************************
 TN0535  DESIGNATION -  C 503
 TN0535  PID         -  TN0535
 TN0535  STATE/COUNTY-  MT/LINCOLN
 TN0535  USGS QUAD   -  EUREKA SOUTH (1983)
 TN0535
 TN0535                         *CURRENT SURVEY CONTROL
 TN0535  ___________________________________________________________________
 TN0535* NAD 83(1986)-  48 52 13.     (N)    115 02 17.     (W)     SCALED    
 TN0535* NAVD 88     -       794.872  (meters)    2607.84   (feet)  ADJUSTED  
 TN0535  ___________________________________________________________________
 TN0535  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TN0535  DYNAMIC HT  -         794.925 (meters)    2608.02  (feet)  COMP
 TN0535  MODELED GRAV-     980,651.7   (mgal)                       NAVD 88
 TN0535
 TN0535  VERT ORDER  -  FIRST     CLASS II
 TN0535
 TN0535.The horizontal coordinates were scaled from a topographic map and have
 TN0535.an estimated accuracy of +/- 6 seconds.
 TN0535
 TN0535.The orthometric height was determined by differential leveling
 TN0535.and adjusted by the National Geodetic Survey in June 1991..
 TN0535
 TN0535.The geoid height was determined by GEOID03.
 TN0535
 TN0535.The dynamic height is computed by dividing the NAVD 88
 TN0535.geopotential number by the normal gravity value computed on the
 TN0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0535.degrees latitude (g = 980.6199 gals.).
 TN0535
 TN0535.The modeled gravity was interpolated from observed gravity values.
 TN0535
 TN0535;                    North         East    Units  Estimated Accuracy
 TN0535;SPC MT       -   527,800.      194,090.      MT  (+/- 180 meters Scaled)
 TN0535
 TN0535                          SUPERSEDED SURVEY CONTROL
 TN0535
 TN0535.No superseded survey control is available for this station.
 TN0535
 TN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ438148(NAD 83)
 TN0535_MARKER: DB = BENCH MARK DISK
 TN0535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0535_SP_SET: STAINLESS STEEL ROD
 TN0535_STAMPING: C 503 1979
 TN0535_PROJECTION: FLUSH
 TN0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0535_ROD/PIPE-DEPTH: 5.79 meters
 TN0535
 TN0535  HISTORY     - Date     Condition        Report By
 TN0535  HISTORY     - 1979     MONUMENTED       NGS
 TN0535
 TN0535                          STATION DESCRIPTION
 TN0535
 TN0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0535'1.1 MI SE FROM EUREKA.
 TN0535'1.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0535'EUREKA, 0.05 MILE NORTHWEST OF MILE POST 177, 71.5 FEET NORTHWEST OF
 TN0535'A TELEPHONE POLE, 44 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 93,
 TN0535'5 FEET NORTHWEST OF AN ANGLE IN A BARBED WIRE FENCE LINE AND 1 FOOT
 TN0535'SOUTHWEST OF THE FENCE LINE.
 TN0535'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 TN0535'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0630 ***********************************************************************
 TN0630  DESIGNATION -  C 504
 TN0630  PID         -  TN0630
 TN0630  STATE/COUNTY-  MT/LINCOLN
 TN0630  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0630
 TN0630                         *CURRENT SURVEY CONTROL
 TN0630  ___________________________________________________________________
 TN0630* NAD 83(1986)-  48 48 50.     (N)    115 16 29.     (W)     SCALED    
 TN0630* NAVD 88     -       793.659  (meters)    2603.86   (feet)  ADJUSTED  
 TN0630  ___________________________________________________________________
 TN0630  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 TN0630  DYNAMIC HT  -         793.717 (meters)    2604.05  (feet)  COMP
 TN0630  MODELED GRAV-     980,657.9   (mgal)                       NAVD 88
 TN0630
 TN0630  VERT ORDER  -  FIRST     CLASS II
 TN0630
 TN0630.The horizontal coordinates were scaled from a topographic map and have
 TN0630.an estimated accuracy of +/- 6 seconds.
 TN0630
 TN0630.The orthometric height was determined by differential leveling
 TN0630.and adjusted by the National Geodetic Survey in June 1991..
 TN0630
 TN0630.The geoid height was determined by GEOID03.
 TN0630
 TN0630.The dynamic height is computed by dividing the NAVD 88
 TN0630.geopotential number by the normal gravity value computed on the
 TN0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0630.degrees latitude (g = 980.6199 gals.).
 TN0630
 TN0630.The modeled gravity was interpolated from observed gravity values.
 TN0630
 TN0630;                    North         East    Units  Estimated Accuracy
 TN0630;SPC MT       -   522,800.      176,310.      MT  (+/- 180 meters Scaled)
 TN0630
 TN0630                          SUPERSEDED SURVEY CONTROL
 TN0630
 TN0630.No superseded survey control is available for this station.
 TN0630
 TN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ266082(NAD 83)
 TN0630_MARKER: DB = BENCH MARK DISK
 TN0630_SETTING: 66 = SET IN ROCK OUTCROP
 TN0630_SP_SET: ROCK OUTCROP
 TN0630_STAMPING: C 504 1979
 TN0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0630+STABILITY: POSITION/ELEVATION WELL
 TN0630
 TN0630  HISTORY     - Date     Condition        Report By
 TN0630  HISTORY     - 1979     MONUMENTED       NGS
 TN0630
 TN0630                          STATION DESCRIPTION
 TN0630
 TN0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0630'16.0 MI SW FROM EUREKA.
 TN0630'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0630'THENCE 14.05 MILES SOUTHWEST ALONG STATE HIGHWAY 37, AT THE SOUTHWEST
 TN0630'END OF A HIGHWAY CUT, SET IN TOP OF BEDROCK, 41 FEET SOUTHEAST OF THE
 TN0630'CENTERLINE OF THE HIGHWAY, 250 FEET NORTHEAST OF THE HOLDUP GULCH
 TN0630'SIGN, 150 FEET SOUTHWEST OF HIGHWAY MILE POST 53 AND 1 FOOT SOUTHEAST
 TN0630'OF THE NORTHWEST EDGE OF THE CUT.
 TN0630'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 TN0630'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0654 ***********************************************************************
 TN0654  DESIGNATION -  C 505
 TN0654  PID         -  TN0654
 TN0654  STATE/COUNTY-  MT/LINCOLN
 TN0654  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0654
 TN0654                         *CURRENT SURVEY CONTROL
 TN0654  ___________________________________________________________________
 TN0654* NAD 83(1986)-  48 35 55.     (N)    115 13 09.     (W)     SCALED    
 TN0654* NAVD 88     -       825.559  (meters)    2708.52   (feet)  ADJUSTED  
 TN0654  ___________________________________________________________________
 TN0654  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 TN0654  DYNAMIC HT  -         825.608 (meters)    2708.68  (feet)  COMP
 TN0654  MODELED GRAV-     980,643.0   (mgal)                       NAVD 88
 TN0654
 TN0654  VERT ORDER  -  FIRST     CLASS II
 TN0654
 TN0654.The horizontal coordinates were scaled from a topographic map and have
 TN0654.an estimated accuracy of +/- 6 seconds.
 TN0654
 TN0654.The orthometric height was determined by differential leveling
 TN0654.and adjusted by the National Geodetic Survey in June 1991..
 TN0654
 TN0654.The geoid height was determined by GEOID03.
 TN0654
 TN0654.The dynamic height is computed by dividing the NAVD 88
 TN0654.geopotential number by the normal gravity value computed on the
 TN0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0654.degrees latitude (g = 980.6199 gals.).
 TN0654
 TN0654.The modeled gravity was interpolated from observed gravity values.
 TN0654
 TN0654;                    North         East    Units  Estimated Accuracy
 TN0654;SPC MT       -   498,630.      178,630.      MT  (+/- 180 meters Scaled)
 TN0654
 TN0654                          SUPERSEDED SURVEY CONTROL
 TN0654
 TN0654.No superseded survey control is available for this station.
 TN0654
 TN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP312843(NAD 83)
 TN0654_MARKER: DB = BENCH MARK DISK
 TN0654_SETTING: 66 = SET IN ROCK OUTCROP
 TN0654_SP_SET: ROCK OUTCROP
 TN0654_STAMPING: C 505 1980
 TN0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0654+STABILITY: POSITION/ELEVATION WELL
 TN0654
 TN0654  HISTORY     - Date     Condition        Report By
 TN0654  HISTORY     - 1980     MONUMENTED       NGS
 TN0654
 TN0654                          STATION DESCRIPTION
 TN0654
 TN0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0654'55.5 KM SW FROM EUREKA.
 TN0654'3.2 KILOMETERS (2.0 MILES) NORTH ALONG US HIGHWAY 93 FROM THE TOWN
 TN0654'HALL IN EUREKA, THENCE 52.3 KILOMETERS (32.3 MILES) SOUTHWEST ALONG
 TN0654'STATE HIGHWAY 37 , 0.6 KILOMETERS (0.4 MILES) SOUTHWEST OF HIGHWAY
 TN0654'MILEPOST 35 AND A GRAVEL ROAD LEADING NORTHEAST, SET IN TOP OF A
 TN0654'MASSIVE OUTCROP SLOPING TO THE EAST, 22.3 METERS (73.0 FEET) NORTH
 TN0654'OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (45.0 FEET) NORTHEAST OF
 TN0654'THE WEST END OF A STEEL GURADRAIL ANCHORED IN THE GROUND, 16.8 METERS
 TN0654'(55.0 FEET) WEST OF A 24 INCH DIAMETER LONE PINE TREE, 11.6 METERS
 TN0654'(38.0 FEET) SOUTH OF A 18 INCH DIAMETER LONE PINE TREE, 8.3 METERS
 TN0654'(27.5 FEET) NORTHWEST OF THE NORHT END OF A 36 INCH DIAMETER STELL
 TN0654'PIPE CULVERT UNDER THE HIGHWAY.
 TN0654'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TN0654'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0682 ***********************************************************************
 TN0682  DESIGNATION -  C 506
 TN0682  PID         -  TN0682
 TN0682  STATE/COUNTY-  MT/LINCOLN
 TN0682  USGS QUAD   -  TONY PEAK (1983)
 TN0682
 TN0682                         *CURRENT SURVEY CONTROL
 TN0682  ___________________________________________________________________
 TN0682* NAD 83(1999)-  48 22 05.05499(N)    115 21 38.94723(W)     ADJUSTED  
 TN0682* NAVD 88     -       646.551  (meters)    2121.23   (feet)  ADJUSTED  
 TN0682  ___________________________________________________________________
 TN0682  X           -  -1,818,478.506 (meters)                     COMP
 TN0682  Y           -  -3,836,475.571 (meters)                     COMP
 TN0682  Z           -   4,744,635.409 (meters)                     COMP
 TN0682  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 TN0682  ELLIP HEIGHT-         630.56  (meters)          (04/26/01) GPS OBS
 TN0682  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0682  DYNAMIC HT  -         646.589 (meters)    2121.35  (feet)  COMP
 TN0682  MODELED GRAV-     980,650.7   (mgal)                       NAVD 88
 TN0682
 TN0682  HORZ ORDER  -  B
 TN0682  VERT ORDER  -  FIRST     CLASS II
 TN0682  ELLP ORDER  -  FOURTH    CLASS I
 TN0682
 TN0682.The horizontal coordinates were established by GPS observations
 TN0682.and adjusted by the National Geodetic Survey in April 2001..
 TN0682.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TN0682.DATUM ITEM on the data sheet items page.
 TN0682
 TN0682.The orthometric height was determined by differential leveling
 TN0682.and adjusted by the National Geodetic Survey in June 1991..
 TN0682
 TN0682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0682
 TN0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0682
 TN0682.The ellipsoidal height was determined by GPS observations
 TN0682.and is referenced to NAD 83.
 TN0682
 TN0682.The geoid height was determined by GEOID03.
 TN0682
 TN0682.The dynamic height is computed by dividing the NAVD 88
 TN0682.geopotential number by the normal gravity value computed on the
 TN0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0682.degrees latitude (g = 980.6199 gals.).
 TN0682
 TN0682.The modeled gravity was interpolated from observed gravity values.
 TN0682
 TN0682;                    North         East     Units Scale Factor Converg.
 TN0682;SPC MT       -   473,840.494   166,301.040   MT  0.99967391   -4 17 14.0
 TN0682;SPC MT       - 1,554,594.80    545,607.09   iFT  0.99967391   -4 17 14.0
 TN0682;UTM  11      - 5,358,509.230   621,401.330   MT  0.99978108   +1 13 31.1
 TN0682
 TN0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0682!SPC MT       -   0.99990119  x   0.99967391  =   0.99957513
 TN0682!UTM  11      -   0.99990119  x   0.99978108  =   0.99968229
 TN0682
 TN0682                          SUPERSEDED SURVEY CONTROL
 TN0682
 TN0682  NAD 83(1992)-  48 22 05.05321(N)    115 21 38.94802(W) AD(       ) B
 TN0682  ELLIP H (03/31/97)  630.69   (m)                       GP(       ) 3 1
 TN0682  NAD 83(1992)-  48 22 05.05763(N)    115 21 38.92979(W) AD(       ) 1
 TN0682  ELLIP H (07/28/92)  630.68   (m)                       GP(       ) 5 1
 TN0682  NAD 83(1986)-  48 22 05.06963(N)    115 21 38.93505(W) AD(       ) 1
 TN0682  NAVD 88 (03/31/97)  646.55   (m)         2121.2    (f) LEVELING    3  
 TN0682  NGVD 29 (11/20/87)  645.54   (m)         2117.9    (f) LEVELING    3  
 TN0682
 TN0682.Superseded values are not recommended for survey control.
 TN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0682.See file dsdata.txt to determine how the superseded data were derived.
 TN0682
 TN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP2140158509(NAD 83)
 TN0682_MARKER: I = METAL ROD
 TN0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0682_SP_SET: STAINLESS STEEL ROD
 TN0682_STAMPING: C 506 1980
 TN0682_MARK LOGO: NGS   
 TN0682_PROJECTION: FLUSH
 TN0682_MAGNETIC: I = MARKER IS A STEEL ROD
 TN0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0682+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 TN0682_ROD/PIPE-DEPTH: 5.3  meters
 TN0682
 TN0682  HISTORY     - Date     Condition        Report By
 TN0682  HISTORY     - 1980     MONUMENTED       NGS
 TN0682  HISTORY     - 1986     GOOD             NGS
 TN0682  HISTORY     - 19970105 GOOD             MTDOT
 TN0682  HISTORY     - 20050801 GOOD             MTDOT
 TN0682
 TN0682                          STATION DESCRIPTION
 TN0682
 TN0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0682'19.6 KM NE FROM LIBBY.
 TN0682'19.6 KILOMETERS (12.1 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0682'THE JUNCTION US HIGHWAY 2 IN LIBBY, IN LINE WITH A ROW OF POWER LINE
 TN0682'POLES, 60.2 METERS (181.0 FEET) WEST OF THE CENTERLINE OF A PAVED
 TN0682'ROAD LEADING TO A GROUP OF FOREST SERVICE RESIDENCES, 22.1 METERS
 TN0682'(72.5 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 METERS
 TN0682'(8.0 FEET) EAST OF POWER LINE POLE NUMBER 182801 WITH A SINGLE GUY WIR
 TN0682'1.0 METERS (3.3 FEET) SOUTH OF A WOODEN FENCE LINE.
 TN0682'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TN0682'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 TN0682
 TN0682                          STATION RECOVERY (1986)
 TN0682
 TN0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0682'THE STATION WAS RECOVERED AT THIS DATE.
 TN0682'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1980.
 TN0682'THE MARK IS A BENCH MARK CLASS B AND WAS OCCUPIED BY GPS AT THIS
 TN0682'TIME AND IS NOW A HORIZONTAL CONTROL POINT.
 TN0682'
 TN0682'THE STATION IS LOCATED 19.6 KM (12.1 MI) NORTHEAST OF LIBBY AND
 TN0682'ALONG THE NORTH RIGHT OF WAY OF STATE HIGHWAY 37.
 TN0682'
 TN0682'TO REACH FROM THE LINCOLN COUNTY COURTHOUSE IN LIBBY, GO NORTH AND
 TN0682'EAST ON STATE HIGHWAY 37 FOR 18.64 KM (11.65 MI) TO THE AZIMUTH
 TN0682'MARK ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 37 FOR 0.72 KM
 TN0682'(0.45 MI) TO THE STATION ON THE LEFT AT THE NORTH RIGHT OF WAY.
 TN0682'
 TN0682'STATION MARK, STAMPED---C 506 1980---, IS A CLASS B VERTICAL CONTROL
 TN0682'STATION, WHICH IS A STAINLESS STEEL ROD DRIVEN IN THE GROUND AND
 TN0682'ENCASED IN A PIPE WITH A LOGO CAP WITH THE STAMPING ON IT.  IT IS
 TN0682'60.2 METERS (181.0 FT) NORTH OF THE CENTER OF THE HIGHWAY, 2.5
 TN0682'METERS (8.0 FT) SOUTHEAST OF POWER POLE NUMBER 182801, 1.0 METER
 TN0682'(3.3 FT) SOUTH OF A WOODEN FENCE AND 1.0 METER (3.3 FT) WEST OF A
 TN0682'WITNESS POST.
 TN0682'
 TN0682'AZIMUTH MARK, STAMPED---C 506 1986---, IS A STANDARD DISK SET IN
 TN0682'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TN0682'15.24 METERS (50.0 FT) NORTH OF THE RIVER BANK, 5.49 METERS
 TN0682'(18.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 1.0 METER (3.3 FT)
 TN0682'NORTH OF A WITNESS POST AND 0.52 METER (1.7 FT SOUTH OF A GUARD
 TN0682'RAIL.
 TN0682'
 TN0682'THE STATION WAS OCCUPIED BY GPS AT THIS TIME.  THE AZIMUTH MARK
 TN0682'HAS NOT BEEN POSITIONED AT THIS TIME DUE TO A BLOCKED LINE AND
 TN0682'THE WEATHER.
 TN0682
 TN0682                          STATION RECOVERY (1997)
 TN0682
 TN0682'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TN0682'RECOVERED AS DESCRIBED.
 TN0682
 TN0682                          STATION RECOVERY (2005)
 TN0682
 TN0682'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2005 (JWH)
 TN0682'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0741 ***********************************************************************
 TN0741  DESIGNATION -  C 506 AZ MK
 TN0741  PID         -  TN0741
 TN0741  STATE/COUNTY-  MT/LINCOLN
 TN0741  USGS QUAD   -  TONY PEAK (1983)
 TN0741
 TN0741                         *CURRENT SURVEY CONTROL
 TN0741  ___________________________________________________________________
 TN0741* NAD 83(1992)-  48 21 53.62122(N)    115 22 08.45337(W)     ADJUSTED  
 TN0741* NAVD 88     -       648.2    (meters)    2127.     (feet)  VERTCON   
 TN0741  ___________________________________________________________________
 TN0741  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 TN0741  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TN0741
 TN0741  HORZ ORDER  -  SECOND
 TN0741
 TN0741.The horizontal coordinates were established by classical geodetic methods
 TN0741.and adjusted by the National Geodetic Survey in July 1992..
 TN0741.No horizontal observational check was made to the station.
 TN0741
 TN0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0741
 TN0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0741
 TN0741.The geoid height was determined by GEOID03.
 TN0741
 TN0741;                    North         East     Units Scale Factor Converg.
 TN0741;SPC MT       -   473,533.847   165,669.232   MT  0.99967259   -4 17 35.6
 TN0741;SPC MT       - 1,553,588.74    543,534.23   iFT  0.99967259   -4 17 35.6
 TN0741;UTM  11      - 5,358,143.269   620,801.837   MT  0.99977930   +1 13 08.9
 TN0741
 TN0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0741!SPC MT       -   0.99990092  x   0.99967259  =   0.99957354
 TN0741!UTM  11      -   0.99990092  x   0.99977930  =   0.99968024
 TN0741
 TN0741                          SUPERSEDED SURVEY CONTROL
 TN0741
 TN0741  NAD 83(1986)-  48 21 53.63270(N)    115 22 08.45818(W) AD(       ) 2
 TN0741  NGVD 29 (11/20/87)  647.1    (m)         2123.     (f) VERT ANG       
 TN0741
 TN0741.Superseded values are not recommended for survey control.
 TN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0741.See file dsdata.txt to determine how the superseded data were derived.
 TN0741
 TN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP2080258143(NAD 83)
 TN0741_MARKER: DZ = AZIMUTH MARK DISK
 TN0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0741+STABILITY: SURFACE MOTION
 TN0741
 TN0741  HISTORY     - Date     Condition        Report By
 TN0741  HISTORY     - 1986     MONUMENTED       NGS
 TN0741
 TN0741                          STATION DESCRIPTION
 TN0741
 TN0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0741'THE AZIMUTH MARK IS LOCATED ABOUT 18.6 KM (11.6 MI) NORTHEAST OF
 TN0741'LIBBY AND ALONG THE SOUTH RIGHT OF WAY OF STATE HIGHWAY 37.
 TN0741'
 TN0741'TO REACH FROM THE LINCOLN COUNTY COURTHOUSE, IN LIBBY, GO NORTH AND
 TN0741'EAST ON STATE HIGHWAY 37 FOR 18.64 KM (11.65 MI) TO THE AZIMUTH
 TN0741'MARK ON THE RIGHT AS DESCRIBED.
 TN0741'
 TN0741'AZIMUTH MARK, STAMPED---C 506 1986---, IS A STANDARD DISK SET IN THE
 TN0741'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 15.24
 TN0741'METERS (50.0 FT) NORTH OF THE RIVER BANK, 5.49 METERS (18.0 FT)
 TN0741'SOUTH OF THE CENTER OF THE HIGHWAY, 1.0 METER (3.3 FT) NORTH OF A
 TN0741'WITNESS POST AND 0.52 METER (1.7 FT) SOUTH OF A GUARD RAIL.
 TN0741'
 TN0741'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0706 ***********************************************************************
 SU0706  DESIGNATION -  C 507
 SU0706  PID         -  SU0706
 SU0706  STATE/COUNTY-  MT/LAKE
 SU0706  USGS QUAD   -  EAST BAY (1964)
 SU0706
 SU0706                         *CURRENT SURVEY CONTROL
 SU0706  ___________________________________________________________________
 SU0706* NAD 83(1986)-  47 38 31.     (N)    114 06 46.     (W)     SCALED    
 SU0706* NAVD 88     -       971.723  (meters)    3188.06   (feet)  ADJUSTED  
 SU0706  ___________________________________________________________________
 SU0706  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 SU0706  DYNAMIC HT  -         971.667 (meters)    3187.88  (feet)  COMP
 SU0706  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 SU0706
 SU0706  VERT ORDER  -  FIRST     CLASS II
 SU0706
 SU0706.The horizontal coordinates were scaled from a topographic map and have
 SU0706.an estimated accuracy of +/- 6 seconds.
 SU0706
 SU0706.The orthometric height was determined by differential leveling
 SU0706.and adjusted by the National Geodetic Survey in June 1991..
 SU0706
 SU0706.The geoid height was determined by GEOID03.
 SU0706
 SU0706.The dynamic height is computed by dividing the NAVD 88
 SU0706.geopotential number by the normal gravity value computed on the
 SU0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0706.degrees latitude (g = 980.6199 gals.).
 SU0706
 SU0706.The modeled gravity was interpolated from observed gravity values.
 SU0706
 SU0706;                    North         East    Units  Estimated Accuracy
 SU0706;SPC MT       -   387,100.      253,780.      MT  (+/- 180 meters Scaled)
 SU0706
 SU0706                          SUPERSEDED SURVEY CONTROL
 SU0706
 SU0706.No superseded survey control is available for this station.
 SU0706
 SU0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN168805(NAD 83)
 SU0706_MARKER: I = METAL ROD
 SU0706_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0706_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0706_STAMPING: C 507 1979
 SU0706_PROJECTION: FLUSH
 SU0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0706+STABILITY: POSITION/ELEVATION WELL
 SU0706_ROD/PIPE-DEPTH: 8.23 meters
 SU0706_SLEEVE-DEPTH  : 7.01 meters
 SU0706
 SU0706  HISTORY     - Date     Condition        Report By
 SU0706  HISTORY     - 1979     MONUMENTED       NGS
 SU0706
 SU0706                          STATION DESCRIPTION
 SU0706
 SU0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0706'3.7 MI SOUTH FROM POLSON.
 SU0706'3.7 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH STATE
 SU0706'HIGHWAY 35 IN POLSON, SET AT A GROUP OF TREES ON THE EAST RIGHT OF
 SU0706'WAY, 0.3 MILE NORTH OF A DRIVE-IN THEATER, 220 FEET NORTH OF UTILITY
 SU0706'POLE NUMBER 250640, 110 FEET SOUTH OF UTILITY POLE NUMBER 250740, 97
 SU0706'FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD TO A FIELD, 57 FEET
 SU0706'EAST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET WEST OF THE RIGHT OF
 SU0706'WAY FENCE AND 9 FEET SOUTH OF THE SOUTH TREE.
 SU0706'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SU0706'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0753 ***********************************************************************
 RX0753  DESIGNATION -  C 508
 RX0753  PID         -  RX0753
 RX0753  STATE/COUNTY-  MT/POWELL
 RX0753  USGS QUAD   -  GARRISON (1989)
 RX0753
 RX0753                         *CURRENT SURVEY CONTROL
 RX0753  ___________________________________________________________________
 RX0753* NAD 83(1986)-  46 31 32.     (N)    112 47 55.     (W)     SCALED    
 RX0753* NAVD 88     -      1337.864  (meters)    4389.31   (feet)  ADJUSTED  
 RX0753  ___________________________________________________________________
 RX0753  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0753  DYNAMIC HT  -        1337.548 (meters)    4388.27  (feet)  COMP
 RX0753  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 RX0753
 RX0753  VERT ORDER  -  FIRST     CLASS II
 RX0753
 RX0753.The horizontal coordinates were scaled from a topographic map and have
 RX0753.an estimated accuracy of +/- 6 seconds.
 RX0753
 RX0753.The orthometric height was determined by differential leveling
 RX0753.and adjusted by the National Geodetic Survey in June 1991..
 RX0753
 RX0753.The geoid height was determined by GEOID03.
 RX0753
 RX0753.The dynamic height is computed by dividing the NAVD 88
 RX0753.geopotential number by the normal gravity value computed on the
 RX0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0753.degrees latitude (g = 980.6199 gals.).
 RX0753
 RX0753.The modeled gravity was interpolated from observed gravity values.
 RX0753
 RX0753;                    North         East    Units  Estimated Accuracy
 RX0753;SPC MT       -   258,190.      347,130.      MT  (+/- 180 meters Scaled)
 RX0753
 RX0753                          SUPERSEDED SURVEY CONTROL
 RX0753
 RX0753.No superseded survey control is available for this station.
 RX0753
 RX0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS620540(NAD 83)
 RX0753_MARKER: DB = BENCH MARK DISK
 RX0753_SETTING: 66 = SET IN ROCK OUTCROP
 RX0753_SP_SET: ROCK OUTCROP
 RX0753_STAMPING: C 508 1979
 RX0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0753+STABILITY: POSITION/ELEVATION WELL
 RX0753
 RX0753  HISTORY     - Date     Condition        Report By
 RX0753  HISTORY     - 1979     MONUMENTED       NGS
 RX0753
 RX0753                          STATION DESCRIPTION
 RX0753
 RX0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0753'IN GARRISON.
 RX0753'0.05 MILE EAST OF THE JUNCTION OF US HIGHWAY 90 AND STATE HIGHWAY 12,
 RX0753'35 FEET NORTH OF THE CENTERLINE OF HIGHWAY 12, SET IN THE TOP OF A
 RX0753'ROCK OUTCROP IN A ROCK CUT, 120 FEET WEST OF LAMP POST NO 3, 66 FEET
 RX0753'EAST OF A HIGHWAY SIGN.
 RX0753'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RX0753'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0781 ***********************************************************************
 SU0781  DESIGNATION -  C 509
 SU0781  PID         -  SU0781
 SU0781  STATE/COUNTY-  MT/MINERAL
 SU0781  USGS QUAD   -  ALBERTON (1984)
 SU0781
 SU0781                         *CURRENT SURVEY CONTROL
 SU0781  ___________________________________________________________________
 SU0781* NAD 83(1986)-  47 00 01.     (N)    114 28 13.     (W)     SCALED    
 SU0781* NAVD 88     -       916.832  (meters)    3007.97   (feet)  ADJUSTED  
 SU0781  ___________________________________________________________________
 SU0781  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SU0781  DYNAMIC HT  -         916.709 (meters)    3007.57  (feet)  COMP
 SU0781  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 SU0781
 SU0781  VERT ORDER  -  FIRST     CLASS II
 SU0781
 SU0781.The horizontal coordinates were scaled from a topographic map and have
 SU0781.an estimated accuracy of +/- 6 seconds.
 SU0781
 SU0781.The orthometric height was determined by differential leveling
 SU0781.and adjusted by the National Geodetic Survey in June 1991..
 SU0781
 SU0781.The geoid height was determined by GEOID03.
 SU0781
 SU0781.The dynamic height is computed by dividing the NAVD 88
 SU0781.geopotential number by the normal gravity value computed on the
 SU0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0781.degrees latitude (g = 980.6199 gals.).
 SU0781
 SU0781.The modeled gravity was interpolated from observed gravity values.
 SU0781
 SU0781;                    North         East    Units  Estimated Accuracy
 SU0781;SPC MT       -   317,590.      222,470.      MT  (+/- 180 meters Scaled)
 SU0781
 SU0781                          SUPERSEDED SURVEY CONTROL
 SU0781
 SU0781.No superseded survey control is available for this station.
 SU0781
 SU0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN923083(NAD 83)
 SU0781_MARKER: DB = BENCH MARK DISK
 SU0781_SETTING: 66 = SET IN ROCK OUTCROP
 SU0781_SP_SET: ROCK OUTCROP
 SU0781_STAMPING: C 509 1980
 SU0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0781+STABILITY: POSITION/ELEVATION WELL
 SU0781
 SU0781  HISTORY     - Date     Condition        Report By
 SU0781  HISTORY     - 1980     MONUMENTED       NGS
 SU0781
 SU0781                          STATION DESCRIPTION
 SU0781
 SU0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0781'1.8 KM SE FROM ALBERTON.
 SU0781'1.8 KILOMETERS (1.1 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0781'THE RAILROAD STREET OVERPASS IN ALBERTON, 0.3 KILOMETER (0.2 MILE)
 SU0781'EAST OF HIGHWAY MILEPOST 76, SET INTOP OF ROCK OUTCROP 57.7 METERS
 SU0781'(189.5 FEET) WEST OF THE EAST END OF A HIGHWAY CUT, 14.9 METERS
 SU0781'(48.8 FEET) NORTH OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE
 SU0781'HIGHWAY, 16.2 METERS (53.1 FEET) WEST OF THE SOUTH LEG OF A HIGHWAY
 SU0781'SIGN READING -ALBERTON EXIT 75 1 MILE-.
 SU0781'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 SU0781'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0242 ***********************************************************************
 TN0242  DESIGNATION -  C 51
 TN0242  PID         -  TN0242
 TN0242  STATE/COUNTY-  MT/LINCOLN
 TN0242  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0242
 TN0242                         *CURRENT SURVEY CONTROL
 TN0242  ___________________________________________________________________
 TN0242* NAD 83(1986)-  48 45 44.     (N)    115 17 50.     (W)     SCALED    
 TN0242* NAVD 88     -       688.472  (meters)    2258.76   (feet)  ADJUSTED  
 TN0242  ___________________________________________________________________
 TN0242  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 TN0242  DYNAMIC HT  -         688.521 (meters)    2258.92  (feet)  COMP
 TN0242  MODELED GRAV-     980,659.5   (mgal)                       NAVD 88
 TN0242
 TN0242  VERT ORDER  -  FIRST     CLASS II
 TN0242
 TN0242.The horizontal coordinates were scaled from a topographic map and have
 TN0242.an estimated accuracy of +/- 6 seconds.
 TN0242
 TN0242.The orthometric height was determined by differential leveling
 TN0242.and adjusted by the National Geodetic Survey in June 1991..
 TN0242
 TN0242.The geoid height was determined by GEOID03.
 TN0242
 TN0242.The dynamic height is computed by dividing the NAVD 88
 TN0242.geopotential number by the normal gravity value computed on the
 TN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0242.degrees latitude (g = 980.6199 gals.).
 TN0242
 TN0242.The modeled gravity was interpolated from observed gravity values.
 TN0242
 TN0242;                    North         East    Units  Estimated Accuracy
 TN0242;SPC MT       -   517,190.      174,240.      MT  (+/- 180 meters Scaled)
 TN0242
 TN0242                          SUPERSEDED SURVEY CONTROL
 TN0242
 TN0242  NGVD 29 (??/??/92)  687.285  (m)         2254.87   (f) ADJ UNCH    1 2
 TN0242
 TN0242.Superseded values are not recommended for survey control.
 TN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0242.See file dsdata.txt to determine how the superseded data were derived.
 TN0242
 TN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ251024(NAD 83)
 TN0242_MARKER: DB = BENCH MARK DISK
 TN0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0242_SP_SET: BRIDGE ABUTMENT
 TN0242_STAMPING: C 51 1933
 TN0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0242
 TN0242  HISTORY     - Date     Condition        Report By
 TN0242  HISTORY     - 1933     MONUMENTED       CGS
 TN0242  HISTORY     - 1953     GOOD             SSC
 TN0242  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0242
 TN0242                          STATION DESCRIPTION
 TN0242
 TN0242'DESCRIBED BY SEISMOGRAPH SERVICE CORPORATION 1953
 TN0242'9.6 MI SW FROM REXFORD.
 TN0242'9.6 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0242'AT REXFORD, LINCOLN COUNTY, 515 FEET SOUTHEAST OF MILEPOST 1290, AT
 TN0242'CONCRETE BRIDGE NO. 15, AND IN THE TOP OF THE NORTHWEST CORNER OF THE
 TN0242'NORTH ABUTMENT.  A STANDARD DISK, STAMPED C 51 1933.
 TN0242
 TN0242                          STATION RECOVERY (1979)
 TN0242
 TN0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0242'NOT RECOVERED ON THIS DATE.  THIS MARK WAS FLOODED BY LAKE KOOCANUSA,
 TN0242'CREATED BY THE CONSTRUCTION OF LIBBY DAM ON THE KOOTENAI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0798 ***********************************************************************
 SU0798  DESIGNATION -  C 510
 SU0798  PID         -  SU0798
 SU0798  STATE/COUNTY-  MT/MINERAL
 SU0798  USGS QUAD   -  TARKIO (1983)
 SU0798
 SU0798                         *CURRENT SURVEY CONTROL
 SU0798  ___________________________________________________________________
 SU0798* NAD 83(1986)-  47 01 34.     (N)    114 44 14.     (W)     SCALED    
 SU0798* NAVD 88     -       924.227  (meters)    3032.23   (feet)  ADJUSTED  
 SU0798  ___________________________________________________________________
 SU0798  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SU0798  DYNAMIC HT  -         924.112 (meters)    3031.86  (feet)  COMP
 SU0798  MODELED GRAV-     980,458.5   (mgal)                       NAVD 88
 SU0798
 SU0798  VERT ORDER  -  FIRST     CLASS II
 SU0798
 SU0798.The horizontal coordinates were scaled from a topographic map and have
 SU0798.an estimated accuracy of +/- 6 seconds.
 SU0798
 SU0798.The orthometric height was determined by differential leveling
 SU0798.and adjusted by the National Geodetic Survey in June 1991..
 SU0798
 SU0798.The geoid height was determined by GEOID03.
 SU0798
 SU0798.The dynamic height is computed by dividing the NAVD 88
 SU0798.geopotential number by the normal gravity value computed on the
 SU0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0798.degrees latitude (g = 980.6199 gals.).
 SU0798
 SU0798.The modeled gravity was interpolated from observed gravity values.
 SU0798
 SU0798;                    North         East    Units  Estimated Accuracy
 SU0798;SPC MT       -   321,780.      202,410.      MT  (+/- 180 meters Scaled)
 SU0798
 SU0798                          SUPERSEDED SURVEY CONTROL
 SU0798
 SU0798.No superseded survey control is available for this station.
 SU0798
 SU0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN719105(NAD 83)
 SU0798_MARKER: I = METAL ROD
 SU0798_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0798_SP_SET: STAINLESS STEEL ROD
 SU0798_STAMPING: C 510 1980
 SU0798_PROJECTION: FLUSH
 SU0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0798_ROD/PIPE-DEPTH: 6.0  meters
 SU0798
 SU0798  HISTORY     - Date     Condition        Report By
 SU0798  HISTORY     - 1980     MONUMENTED       NGS
 SU0798
 SU0798                          STATION DESCRIPTION
 SU0798
 SU0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0798'22.1 KM WEST FROM ALBERTON.
 SU0798'22.1 KILOMETERS (13.75 MILES) WEST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0798'THE RAILROAD STREET OVERPASS IN ALBERTON, ALSO 23.7 KILOMETERS (14.45
 SU0798'MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM THE RIVER STREET
 SU0798'OVERPASS IN SUPERIOR, AT THE INSIDE CORNER OF AN OFFSET IN THE
 SU0798'HIGHWAY RIGHT-OF-WAY FENCE AT THE NORTH END OF THE WEST-BOUND
 SU0798'OFF RAMP AT EXIT 61, 42.0 METERS (137.8 FEET) SOUTHEAST OF THE
 SU0798'CENTERLINE OF A GRAVEL ROAD LEADING NORTHEAST TO NEMOTE CREEK, 29.4
 SU0798'METERS (96.5 FEET) NOR-NORTHEAST OF THE EAST END OF A 24 INCH
 SU0798'DIAMETER CONCRETE PIPE CULVERT UNDER THE OFF RAMP, 22.5 METERS
 SU0798'(74.0 FEET) SOUTH OF THE SOUTHEAST ONE OF A DOUBLE POWER POLE
 SU0798'STRUCTURE BEARING THREE SMALL TRANSFORMERS, 20.7 METERS (68.0 FEET)
 SU0798'EAST-NORTHEAST OF THE EAST CORNER OF A CATTLE GUARD ON THE FRONTAGE
 SU0798'ROAD, 0.9 METER (3.0 FEET) SOUTHWEST OF THE CORNER POST OF THE
 SU0798'OFFSET.
 SU0798'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SU0798'THE MARK IS 0.5 M ABOVE THE OFF RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0824 ***********************************************************************
 SU0824  DESIGNATION -  C 511
 SU0824  PID         -  SU0824
 SU0824  STATE/COUNTY-  MT/MINERAL
 SU0824  USGS QUAD   -  SAINT REGIS (1988)
 SU0824
 SU0824                         *CURRENT SURVEY CONTROL
 SU0824  ___________________________________________________________________
 SU0824* NAD 83(1986)-  47 15 02.     (N)    115 03 09.     (W)     SCALED    
 SU0824* NAVD 88     -       833.761  (meters)    2735.43   (feet)  ADJUSTED  
 SU0824  ___________________________________________________________________
 SU0824  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SU0824  DYNAMIC HT  -         833.686 (meters)    2735.18  (feet)  COMP
 SU0824  MODELED GRAV-     980,496.5   (mgal)                       NAVD 88
 SU0824
 SU0824  VERT ORDER  -  FIRST     CLASS II
 SU0824
 SU0824.The horizontal coordinates were scaled from a topographic map and have
 SU0824.an estimated accuracy of +/- 6 seconds.
 SU0824
 SU0824.The orthometric height was determined by differential leveling
 SU0824.and adjusted by the National Geodetic Survey in June 1991..
 SU0824
 SU0824.The geoid height was determined by GEOID03.
 SU0824
 SU0824.The dynamic height is computed by dividing the NAVD 88
 SU0824.geopotential number by the normal gravity value computed on the
 SU0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0824.degrees latitude (g = 980.6199 gals.).
 SU0824
 SU0824.The modeled gravity was interpolated from observed gravity values.
 SU0824
 SU0824;                    North         East    Units  Estimated Accuracy
 SU0824;SPC MT       -   348,300.      180,280.      MT  (+/- 180 meters Scaled)
 SU0824
 SU0824                          SUPERSEDED SURVEY CONTROL
 SU0824
 SU0824.No superseded survey control is available for this station.
 SU0824
 SU0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN473348(NAD 83)
 SU0824_MARKER: DB = BENCH MARK DISK
 SU0824_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SU0824_SP_SET: RETAINING WALL OF ABUTMENT
 SU0824_STAMPING: C 511 1980
 SU0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0824
 SU0824  HISTORY     - Date     Condition        Report By
 SU0824  HISTORY     - 1980     MONUMENTED       NGS
 SU0824
 SU0824                          STATION DESCRIPTION
 SU0824
 SU0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0824'6.3 KM SE FROM ST REGIS.
 SU0824'6.3 KILOMETERS (3.95 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90
 SU0824'FROM THE POST OFFICE IN ST. REGIS, 0.4 KILOMETER (0.25 MILE) SOUTH
 SU0824'OF HIGHWAY MILEPOST 37, SET IN TOP OF THE EAST WING WALL OF THE
 SU0824'SOUTH ABUTMENT OF THE WEST-BOUND HIGHWAY BRIDGE OVER A PAVED ROAD
 SU0824'(EXIT 37), 8.2 METERS (27.0 FEET) EAST OF THE CENTERLINE OF THE
 SU0824'WEST-BOUND LANES OF THE HIGHWAY, 0.35 METER (1.1 FEET) WEST OF THE
 SU0824'EAST EDGE OF THE ABUTMENT.
 SU0824'THE MARK IS ABOVE LEVEL WITH THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0366 ***********************************************************************
 TK0366  DESIGNATION -  C 512
 TK0366  PID         -  TK0366
 TK0366  STATE/COUNTY-  MT/BLAINE
 TK0366  USGS QUAD   -  COBURG (1964)
 TK0366
 TK0366                         *CURRENT SURVEY CONTROL
 TK0366  ___________________________________________________________________
 TK0366* NAD 83(1986)-  48 27 41.     (N)    108 29 45.     (W)     SCALED    
 TK0366* NAVD 88     -       710.967  (meters)    2332.56   (feet)  ADJUSTED  
 TK0366  ___________________________________________________________________
 TK0366  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TK0366  DYNAMIC HT  -         711.051 (meters)    2332.84  (feet)  COMP
 TK0366  MODELED GRAV-     980,705.5   (mgal)                       NAVD 88
 TK0366
 TK0366  VERT ORDER  -  FIRST     CLASS II
 TK0366
 TK0366.The horizontal coordinates were scaled from a topographic map and have
 TK0366.an estimated accuracy of +/- 6 seconds.
 TK0366
 TK0366.The orthometric height was determined by differential leveling
 TK0366.and adjusted by the National Geodetic Survey in June 1991..
 TK0366
 TK0366.The geoid height was determined by GEOID03.
 TK0366
 TK0366.The dynamic height is computed by dividing the NAVD 88
 TK0366.geopotential number by the normal gravity value computed on the
 TK0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0366.degrees latitude (g = 980.6199 gals.).
 TK0366
 TK0366.The modeled gravity was interpolated from observed gravity values.
 TK0366
 TK0366;                    North         East    Units  Estimated Accuracy
 TK0366;SPC MT       -   468,460.      674,240.      MT  (+/- 180 meters Scaled)
 TK0366
 TK0366                          SUPERSEDED SURVEY CONTROL
 TK0366
 TK0366.No superseded survey control is available for this station.
 TK0366
 TK0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU851706(NAD 83)
 TK0366_MARKER: DB = BENCH MARK DISK
 TK0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0366_SP_SET: STAINLESS STEEL ROD
 TK0366_STAMPING: C 512 1979
 TK0366_PROJECTION: FLUSH
 TK0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0366_ROD/PIPE-DEPTH: 7.62 meters
 TK0366
 TK0366  HISTORY     - Date     Condition        Report By
 TK0366  HISTORY     - 1979     MONUMENTED       NGS
 TK0366
 TK0366                          STATION DESCRIPTION
 TK0366
 TK0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0366'13.9 MI EAST FROM HARLEM.
 TK0366'13.95 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0366'STATION IN HARLEM, 60 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 TK0366'TRACK, AND 40 FEET NORTH OF THE CENTER OF A DIRT ROAD.  NOTE=ACCESS
 TK0366'TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0366'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 TK0366'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0361 ***********************************************************************
 TK0361  DESIGNATION -  C 513
 TK0361  PID         -  TK0361
 TK0361  STATE/COUNTY-  MT/BLAINE
 TK0361  USGS QUAD   -  GRABLE COULEE (1964)
 TK0361
 TK0361                         *CURRENT SURVEY CONTROL
 TK0361  ___________________________________________________________________
 TK0361* NAD 83(1986)-  48 30 15.     (N)    108 38 03.     (W)     SCALED    
 TK0361* NAVD 88     -       711.371  (meters)    2333.89   (feet)  ADJUSTED  
 TK0361  ___________________________________________________________________
 TK0361  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TK0361  DYNAMIC HT  -         711.463 (meters)    2334.19  (feet)  COMP
 TK0361  MODELED GRAV-     980,716.4   (mgal)                       NAVD 88
 TK0361  OBS GRAVITY -     980,716.5   (mgal)                       GRAV_OBS
 TK0361
 TK0361  VERT ORDER  -  FIRST     CLASS II
 TK0361
 TK0361.The horizontal coordinates were scaled from a topographic map and have
 TK0361.an estimated accuracy of +/- 6 seconds.
 TK0361
 TK0361.The orthometric height was determined by differential leveling
 TK0361.and adjusted by the National Geodetic Survey in June 1991..
 TK0361
 TK0361.The geoid height was determined by GEOID03.
 TK0361
 TK0361.The dynamic height is computed by dividing the NAVD 88
 TK0361.geopotential number by the normal gravity value computed on the
 TK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0361.degrees latitude (g = 980.6199 gals.).
 TK0361
 TK0361.The modeled gravity was interpolated from observed gravity values.
 TK0361.The observed gravity was obtained from relative gravimeter ties
 TK0361.to the IGSN71 gravity network.
 TK0361
 TK0361;                    North         East    Units  Estimated Accuracy
 TK0361;SPC MT       -   473,090.      663,960.      MT  (+/- 180 meters Scaled)
 TK0361
 TK0361                          SUPERSEDED SURVEY CONTROL
 TK0361
 TK0361.No superseded survey control is available for this station.
 TK0361
 TK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU747750(NAD 83)
 TK0361_MARKER: I = METAL ROD
 TK0361_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TK0361_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TK0361_STAMPING: C 513 1979
 TK0361_PROJECTION: FLUSH
 TK0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0361+STABILITY: POSITION/ELEVATION WELL
 TK0361_ROD/PIPE-DEPTH: 13.7 meters
 TK0361_SLEEVE-DEPTH  : 12.2 meters
 TK0361
 TK0361  HISTORY     - Date     Condition        Report By
 TK0361  HISTORY     - 1979     MONUMENTED       NGS
 TK0361
 TK0361                          STATION DESCRIPTION
 TK0361
 TK0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0361'7.1 MI EAST FROM HARLEM.
 TK0361'7.15 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0361'STATION IN HARLEM, 102.5 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 TK0361'TELEPHONE POLE NUMBER 8, 57.7 FEET SOUTH OF THE SOUTH RAIL, AND 45.3
 TK0361'FEET NORTH OF THE CENTER OF THE ROAD.  NOTE=CLASS A MARK.
 TK0361'THE MARK IS 5.8 FT  S FROM A WITNESS POST.
 TK0361'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0494 ***********************************************************************
 TL0494  DESIGNATION -  C 514
 TL0494  PID         -  TL0494
 TL0494  STATE/COUNTY-  MT/HILL
 TL0494  USGS QUAD   -  KREMLIN (1969)
 TL0494
 TL0494                         *CURRENT SURVEY CONTROL
 TL0494  ___________________________________________________________________
 TL0494* NAD 83(1986)-  48 34 30.     (N)    110 06 13.     (W)     SCALED    
 TL0494* NAVD 88     -       868.645  (meters)    2849.88   (feet)  ADJUSTED  
 TL0494  ___________________________________________________________________
 TL0494  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TL0494  DYNAMIC HT  -         868.727 (meters)    2850.15  (feet)  COMP
 TL0494  MODELED GRAV-     980,675.7   (mgal)                       NAVD 88
 TL0494
 TL0494  VERT ORDER  -  FIRST     CLASS II
 TL0494
 TL0494.The horizontal coordinates were scaled from a topographic map and have
 TL0494.an estimated accuracy of +/- 6 seconds.
 TL0494
 TL0494.The orthometric height was determined by differential leveling
 TL0494.and adjusted by the National Geodetic Survey in June 1991..
 TL0494
 TL0494.The geoid height was determined by GEOID03.
 TL0494
 TL0494.The dynamic height is computed by dividing the NAVD 88
 TL0494.geopotential number by the normal gravity value computed on the
 TL0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0494.degrees latitude (g = 980.6199 gals.).
 TL0494
 TL0494.The modeled gravity was interpolated from observed gravity values.
 TL0494
 TL0494;                    North         East    Units  Estimated Accuracy
 TL0494;SPC MT       -   480,780.      555,470.      MT  (+/- 180 meters Scaled)
 TL0494
 TL0494                          SUPERSEDED SURVEY CONTROL
 TL0494
 TL0494.No superseded survey control is available for this station.
 TL0494
 TL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU661806(NAD 83)
 TL0494_MARKER: DB = BENCH MARK DISK
 TL0494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0494_SP_SET: STAINLESS STEEL ROD
 TL0494_STAMPING: C 514 1979
 TL0494_PROJECTION: FLUSH
 TL0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0494_ROD/PIPE-DEPTH: 5.49 meters
 TL0494
 TL0494  HISTORY     - Date     Condition        Report By
 TL0494  HISTORY     - 1979     MONUMENTED       NGS
 TL0494
 TL0494                          STATION DESCRIPTION
 TL0494
 TL0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0494'0.8 MI WEST FROM KREMLIN.
 TL0494'0.8 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TL0494'KREMLIN, 110.9 FEET SOUTH AND ACROSS THE TRACKS FROM MILE POST 981,
 TL0494'95.2 FEET SOUTH OF THE SOUTH RAIL, 41.3 FEET SOUTH OF THE CENTER OF
 TL0494'A TRACK ROAD, AND 1.9 FEET NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED
 TL0494'AT 18 FEET, ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0494'THE MARK IS 1.6 FT  E FROM A WITNESS POST.
 TL0494'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0338 ***********************************************************************
 TK0338  DESIGNATION -  C 515
 TK0338  PID         -  TK0338
 TK0338  STATE/COUNTY-  MT/BLAINE
 TK0338  USGS QUAD   -  CHINOOK (1964)
 TK0338
 TK0338                         *CURRENT SURVEY CONTROL
 TK0338  ___________________________________________________________________
 TK0338* NAD 83(1986)-  48 35 36.     (N)    109 12 33.     (W)     SCALED    
 TK0338* NAVD 88     -       732.760  (meters)    2404.06   (feet)  ADJUSTED  
 TK0338  ___________________________________________________________________
 TK0338  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TK0338  DYNAMIC HT  -         732.836 (meters)    2404.31  (feet)  COMP
 TK0338  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 TK0338
 TK0338  VERT ORDER  -  FIRST     CLASS II
 TK0338
 TK0338.The horizontal coordinates were scaled from a topographic map and have
 TK0338.an estimated accuracy of +/- 6 seconds.
 TK0338
 TK0338.The orthometric height was determined by differential leveling
 TK0338.and adjusted by the National Geodetic Survey in June 1991..
 TK0338
 TK0338.The geoid height was determined by GEOID03.
 TK0338
 TK0338.The dynamic height is computed by dividing the NAVD 88
 TK0338.geopotential number by the normal gravity value computed on the
 TK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0338.degrees latitude (g = 980.6199 gals.).
 TK0338
 TK0338.The modeled gravity was interpolated from observed gravity values.
 TK0338
 TK0338;                    North         East    Units  Estimated Accuracy
 TK0338;SPC MT       -   482,690.      621,450.      MT  (+/- 180 meters Scaled)
 TK0338
 TK0338                          SUPERSEDED SURVEY CONTROL
 TK0338
 TK0338.No superseded survey control is available for this station.
 TK0338
 TK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU320837(NAD 83)
 TK0338_MARKER: DB = BENCH MARK DISK
 TK0338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0338_SP_SET: STAINLESS STEEL ROD
 TK0338_STAMPING: C 515 1979
 TK0338_PROJECTION: FLUSH
 TK0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0338_ROD/PIPE-DEPTH: 7.62 meters
 TK0338
 TK0338  HISTORY     - Date     Condition        Report By
 TK0338  HISTORY     - 1979     MONUMENTED       NGS
 TK0338  HISTORY     - 1982     GOOD             NGS
 TK0338
 TK0338                          STATION DESCRIPTION
 TK0338
 TK0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0338'0.9 MI EAST FROM CHINOOK.
 TK0338'0.9 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0338'STATION IN CHINOOK, 45 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 2,
 TK0338'30 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, AND 6 FEET WEST
 TK0338'OF A UTILITY POLE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 TK0338'PLUG.
 TK0338'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TK0338'THE MARK IS 5 FT BELOW THE ROAD.
 TK0338
 TK0338                          STATION RECOVERY (1982)
 TK0338
 TK0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0711 ***********************************************************************
 TN0711  DESIGNATION -  C 516
 TN0711  PID         -  TN0711
 TN0711  STATE/COUNTY-  MT/LINCOLN
 TN0711  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0711
 TN0711                         *CURRENT SURVEY CONTROL
 TN0711  ___________________________________________________________________
 TN0711* NAD 83(1986)-  48 26 44.     (N)    115 48 56.     (W)     SCALED    
 TN0711* NAVD 88     -       596.626  (meters)    1957.43   (feet)  ADJUSTED  
 TN0711  ___________________________________________________________________
 TN0711  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TN0711  DYNAMIC HT  -         596.669 (meters)    1957.57  (feet)  COMP
 TN0711  MODELED GRAV-     980,665.5   (mgal)                       NAVD 88
 TN0711
 TN0711  VERT ORDER  -  FIRST     CLASS II
 TN0711
 TN0711.The horizontal coordinates were scaled from a topographic map and have
 TN0711.an estimated accuracy of +/- 6 seconds.
 TN0711
 TN0711.The orthometric height was determined by differential leveling
 TN0711.and adjusted by the National Geodetic Survey in June 1991..
 TN0711
 TN0711.The geoid height was determined by GEOID03.
 TN0711
 TN0711.The dynamic height is computed by dividing the NAVD 88
 TN0711.geopotential number by the normal gravity value computed on the
 TN0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0711.degrees latitude (g = 980.6199 gals.).
 TN0711
 TN0711.The modeled gravity was interpolated from observed gravity values.
 TN0711
 TN0711;                    North         East    Units  Estimated Accuracy
 TN0711;SPC MT       -   485,040.      133,420.      MT  (+/- 180 meters Scaled)
 TN0711
 TN0711                          SUPERSEDED SURVEY CONTROL
 TN0711
 TN0711.No superseded survey control is available for this station.
 TN0711
 TN0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP875665(NAD 83)
 TN0711_MARKER: DB = BENCH MARK DISK
 TN0711_SETTING: 66 = SET IN ROCK OUTCROP
 TN0711_SP_SET: ROCK OUTCROP
 TN0711_STAMPING: C 516 1980
 TN0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0711+STABILITY: POSITION/ELEVATION WELL
 TN0711
 TN0711  HISTORY     - Date     Condition        Report By
 TN0711  HISTORY     - 1980     MONUMENTED       NGS
 TN0711
 TN0711                          STATION DESCRIPTION
 TN0711
 TN0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0711'7.7 KM SE FROM TROY.
 TN0711'7.7 KILOMETERS (4.75 MILES) SOUTHEAST ALONG US HIGHWAY 2 FROM THE
 TN0711'HIGH SCHOOL IN TROY, ON THE BURLINGTON NORTHERN RAILWAY RIGHT-OF-
 TN0711'WAY, AT THE SOUTHWEST END OF A CURVE IN THE TRACKS, SET IN TOP OF
 TN0711'A SLIGHTLY SLANTING PROJECTION OF BED ROCK, 21.0 METER (69.0 FEET)
 TN0711'EAST OF TELEGRAPH POLE NUMBER B 18, 63.4 METERS (208 FEET) EAST OF
 TN0711'RAILROAD SPEED LIMIT SIGN READING P-55, F-45, 14.3 METERS (47.0
 TN0711'FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 0.8 METER
 TN0711'(2.5 FEET) EAST OF THE WEST EDGE OF THE OUTCROP.
 TN0711'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 TN0711'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0600 ***********************************************************************
 TN0600  DESIGNATION -  C 518
 TN0600  PID         -  TN0600
 TN0600  STATE/COUNTY-  MT/SANDERS
 TN0600  USGS QUAD   -  SMEADS BENCH (1983)
 TN0600
 TN0600                         *CURRENT SURVEY CONTROL
 TN0600  ___________________________________________________________________
 TN0600* NAD 83(1986)-  48 00 27.     (N)    115 47 19.     (W)     SCALED    
 TN0600* NAVD 88     -       668.450  (meters)    2193.07   (feet)  ADJUSTED  
 TN0600  ___________________________________________________________________
 TN0600  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 TN0600  DYNAMIC HT  -         668.467 (meters)    2193.13  (feet)  COMP
 TN0600  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 TN0600
 TN0600  VERT ORDER  -  FIRST     CLASS II
 TN0600
 TN0600.The horizontal coordinates were scaled from a topographic map and have
 TN0600.an estimated accuracy of +/- 6 seconds.
 TN0600
 TN0600.The orthometric height was determined by differential leveling
 TN0600.and adjusted by the National Geodetic Survey in June 1991..
 TN0600
 TN0600.The geoid height was determined by GEOID03.
 TN0600
 TN0600.The dynamic height is computed by dividing the NAVD 88
 TN0600.geopotential number by the normal gravity value computed on the
 TN0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0600.degrees latitude (g = 980.6199 gals.).
 TN0600
 TN0600.The modeled gravity was interpolated from observed gravity values.
 TN0600
 TN0600;                    North         East    Units  Estimated Accuracy
 TN0600;SPC MT       -   436,350.      131,500.      MT  (+/- 180 meters Scaled)
 TN0600
 TN0600                          SUPERSEDED SURVEY CONTROL
 TN0600
 TN0600.No superseded survey control is available for this station.
 TN0600
 TN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP903178(NAD 83)
 TN0600_MARKER: I = METAL ROD
 TN0600_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TN0600_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TN0600_STAMPING: C 518 1980
 TN0600_PROJECTION: FLUSH
 TN0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0600+STABILITY: POSITION/ELEVATION WELL
 TN0600_ROD/PIPE-DEPTH: 7.6  meters
 TN0600_SLEEVE-DEPTH  : 6.0 meters
 TN0600
 TN0600  HISTORY     - Date     Condition        Report By
 TN0600  HISTORY     - 1980     MONUMENTED       NGS
 TN0600
 TN0600                          STATION DESCRIPTION
 TN0600
 TN0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0600'25.8 KM NW FROM TROUT CREEK.
 TN0600'25.8 KILOMETERS (16.05 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TN0600'THE POST OFFICE IN TROUT CREEK, 0.3 KILOMETER (0.2 MILE) SOUTHEAST
 TN0600'OF THE ENTRANCE TO A HIGHWAY MAINTENANCE YARD, 84.2 METERS (276 FEET)
 TN0600'EAST-SOUTHEAST ACROSS THE HIGHWAY FROM MILEPOST 14, 18.9 METERS (62.0
 TN0600'FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 49.4 METERS (162
 TN0600'FEET) NORTHEAST ACROSS THE HIGHWAY FROM A 30-INCH DIAMETER PONDEROSA
 TN0600'PINE TREE, 13.4 METERS (44.0 FEET) SOUTHEAST OF THE EXTENDED
 TN0600'CENTERLINE OF A GRAVEL DRIVE LEADING TO A FRAME HOUSE, 2.7 METERS
 TN0600'(8.8 FEET) NORTHWEST OF POWER LINE POLE NUMBER C 624 WITH A SPUR
 TN0600'LINE ACROSS THE HIGHWAY TO A LOG HOUSE.
 TN0600'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 TN0600'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0119 ***********************************************************************
 TN0119  DESIGNATION -  C 52
 TN0119  PID         -  TN0119
 TN0119  STATE/COUNTY-  MT/FLATHEAD
 TN0119  USGS QUAD   -  WHITEFISH (1994)
 TN0119
 TN0119                         *CURRENT SURVEY CONTROL
 TN0119  ___________________________________________________________________
 TN0119* NAD 83(1986)-  48 25 33.     (N)    114 22 25.     (W)     SCALED    
 TN0119* NAVD 88     -       929.456  (meters)    3049.39   (feet)  POSTED    
 TN0119  ___________________________________________________________________
 TN0119  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TN0119  DYNAMIC HT  -         929.470 (meters)    3049.44  (feet)  COMP
 TN0119  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 TN0119
 TN0119  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TN0119
 TN0119.The horizontal coordinates were scaled from a topographic map and have
 TN0119.an estimated accuracy of +/- 6 seconds.
 TN0119
 TN0119.The orthometric height was determined by differential leveling
 TN0119.and adjusted by the National Geodetic Survey in 1992..
 TN0119.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TN0119.rate of 1.1 thru 2.0 mm/km.
 TN0119
 TN0119.The geoid height was determined by GEOID03.
 TN0119
 TN0119.The dynamic height is computed by dividing the NAVD 88
 TN0119.geopotential number by the normal gravity value computed on the
 TN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0119.degrees latitude (g = 980.6199 gals.).
 TN0119
 TN0119.The modeled gravity was interpolated from observed gravity values.
 TN0119
 TN0119;                    North         East    Units  Estimated Accuracy
 TN0119;SPC MT       -   475,240.      239,650.      MT  (+/- 180 meters Scaled)
 TN0119
 TN0119                          SUPERSEDED SURVEY CONTROL
 TN0119
 TN0119  NGVD 29 (??/??/92)  928.297  (m)         3045.59   (f) ADJ UNCH    1 2
 TN0119
 TN0119.Superseded values are not recommended for survey control.
 TN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0119.See file dsdata.txt to determine how the superseded data were derived.
 TN0119
 TN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP942669(NAD 83)
 TN0119_MARKER: DB = BENCH MARK DISK
 TN0119_SETTING: 66 = SET IN ROCK OUTCROP
 TN0119_SP_SET: ROCK OUTCROP
 TN0119_STAMPING: C 52 1933
 TN0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0119+STABILITY: POSITION/ELEVATION WELL
 TN0119
 TN0119  HISTORY     - Date     Condition        Report By
 TN0119  HISTORY     - 1933     MONUMENTED       CGS
 TN0119  HISTORY     - 1946     GOOD             NGS
 TN0119
 TN0119                          STATION DESCRIPTION
 TN0119
 TN0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0119'2 MI NW FROM WHITEFISH.
 TN0119'2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0119'WHITEFISH, FLATHEAD COUNTY, 0.3 MILE WEST OF MILEPOST 1221, 535 YARDS
 TN0119'WEST OF A ROAD CROSSING AND SEMAPHORES 1221.3 AND 1221.2, AT THE EAST
 TN0119'END OF A SMALL ROCK CUT, 11.5 FEET NORTH OF THE TRACK, AND IN THE TOP
 TN0119'OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED C 52 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0848 ***********************************************************************
 SU0848  DESIGNATION -  C 520
 SU0848  PID         -  SU0848
 SU0848  STATE/COUNTY-  MT/SANDERS
 SU0848  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0848
 SU0848                         *CURRENT SURVEY CONTROL
 SU0848  ___________________________________________________________________
 SU0848* NAD 83(1986)-  47 19 00.     (N)    114 48 13.     (W)     SCALED    
 SU0848* NAVD 88     -       765.974  (meters)    2513.03   (feet)  ADJUSTED  
 SU0848  ___________________________________________________________________
 SU0848  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SU0848  DYNAMIC HT  -         765.926 (meters)    2512.88  (feet)  COMP
 SU0848  MODELED GRAV-     980,525.4   (mgal)                       NAVD 88
 SU0848
 SU0848  VERT ORDER  -  FIRST     CLASS II
 SU0848
 SU0848.The horizontal coordinates were scaled from a topographic map and have
 SU0848.an estimated accuracy of +/- 6 seconds.
 SU0848
 SU0848.The orthometric height was determined by differential leveling
 SU0848.and adjusted by the National Geodetic Survey in June 1991..
 SU0848
 SU0848.The geoid height was determined by GEOID03.
 SU0848
 SU0848.The dynamic height is computed by dividing the NAVD 88
 SU0848.geopotential number by the normal gravity value computed on the
 SU0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0848.degrees latitude (g = 980.6199 gals.).
 SU0848
 SU0848.The modeled gravity was interpolated from observed gravity values.
 SU0848
 SU0848;                    North         East    Units  Estimated Accuracy
 SU0848;SPC MT       -   354,320.      199,560.      MT  (+/- 180 meters Scaled)
 SU0848
 SU0848                          SUPERSEDED SURVEY CONTROL
 SU0848
 SU0848.No superseded survey control is available for this station.
 SU0848
 SU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN659426(NAD 83)
 SU0848_MARKER: DB = BENCH MARK DISK
 SU0848_SETTING: 66 = SET IN ROCK OUTCROP
 SU0848_SP_SET: ROCK OUTCROP
 SU0848_STAMPING: C 520 1980
 SU0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0848+STABILITY: POSITION/ELEVATION WELL
 SU0848
 SU0848  HISTORY     - Date     Condition        Report By
 SU0848  HISTORY     - 1980     MONUMENTED       NGS
 SU0848
 SU0848                          STATION DESCRIPTION
 SU0848
 SU0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0848'10.2 KM SOUTH FROM PARADISE.
 SU0848'4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 (US
 SU0848'HIGHWAY 10A) FROM THE BURLINGTON NORTHERN RAILWAY STATION IN PARADISE,
 SU0848'THENCE 5.4 KILOMETERS (3.35 MILES) SOUTHWEST ALONG STATE HIGHWAY 135,
 SU0848'0.4 KILOMETER (0.25 MILE) NORTHEAST OF HIGHWAY MILEPOST 18, AT THE
 SU0848'NORTH END OF A HIGHWAY CURVE, SET IN TOP OF A MASSIVE SLOPING POINT
 SU0848'OF ROCK AT THE SOUTH END OF A BEDROCK HIGHWAY CUT, 66.8 METERS (219
 SU0848'FEET) SOUTH OF THE TOP CENTER OF THE EAST END OF A 30-INCH DIAMETER
 SU0848'STEEL PIPE CULVERT UNDER THE HIGHWAY, 40.7 METERS (134 FEET) SOUTH
 SU0848'OF THE NORTHEND OF THE CUT, 12.7 METERS (41.7 FEET) EAST OF THE
 SU0848'CENTERLINE OF THE HIGHWAY, 1.95 METERS (6.4 FEET) NORTH OF THE SOUTH
 SU0848'END OF THE CUT.
 SU0848'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 SU0848'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0873 ***********************************************************************
 SU0873  DESIGNATION -  C 521
 SU0873  PID         -  SU0873
 SU0873  STATE/COUNTY-  MT/SANDERS
 SU0873  USGS QUAD   -  BELKNAP (1988)
 SU0873
 SU0873                         *CURRENT SURVEY CONTROL
 SU0873  ___________________________________________________________________
 SU0873* NAD 83(1986)-  47 42 07.     (N)    115 26 24.     (W)     SCALED    
 SU0873* NAVD 88     -       769.090  (meters)    2523.26   (feet)  ADJUSTED  
 SU0873  ___________________________________________________________________
 SU0873  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 SU0873  DYNAMIC HT  -         769.081 (meters)    2523.23  (feet)  COMP
 SU0873  MODELED GRAV-     980,574.7   (mgal)                       NAVD 88
 SU0873
 SU0873  VERT ORDER  -  FIRST     CLASS II
 SU0873
 SU0873.The horizontal coordinates were scaled from a topographic map and have
 SU0873.an estimated accuracy of +/- 6 seconds.
 SU0873
 SU0873.The orthometric height was determined by differential leveling
 SU0873.and adjusted by the National Geodetic Survey in June 1991..
 SU0873
 SU0873.The geoid height was determined by GEOID03.
 SU0873
 SU0873.The dynamic height is computed by dividing the NAVD 88
 SU0873.geopotential number by the normal gravity value computed on the
 SU0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0873.degrees latitude (g = 980.6199 gals.).
 SU0873
 SU0873.The modeled gravity was interpolated from observed gravity values.
 SU0873
 SU0873;                    North         East    Units  Estimated Accuracy
 SU0873;SPC MT       -   400,460.      154,840.      MT  (+/- 180 meters Scaled)
 SU0873
 SU0873                          SUPERSEDED SURVEY CONTROL
 SU0873
 SU0873.No superseded survey control is available for this station.
 SU0873
 SU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN170843(NAD 83)
 SU0873_MARKER: I = METAL ROD
 SU0873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0873_SP_SET: STAINLESS STEEL ROD
 SU0873_STAMPING: C 521 1980
 SU0873_PROJECTION: FLUSH
 SU0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0873_ROD/PIPE-DEPTH: 6.7  meters
 SU0873
 SU0873  HISTORY     - Date     Condition        Report By
 SU0873  HISTORY     - 1980     MONUMENTED       NGS
 SU0873
 SU0873                          STATION DESCRIPTION
 SU0873
 SU0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0873'15.1 KM NW FROM THOMPSON FALLS.
 SU0873'15.1 KILOMETERS (9.4 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0873'THE BURLINGTON NORTHERN RAILWAY STATION IN THOMPSON FALLS, 0.7
 SU0873'KILOMETER (0.45 MILE) SOUTHEAST OF HIGHWAY MILEPOST 41, AT THE
 SU0873'Y JUNCTION OF A GRAVEL ROAD LEADING NORTH, 15.4 METERS (50.5 FEET)
 SU0873'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.2 METERS (33.5 FEET)
 SU0873'WEST OF THE CENTERLINE OF THE ROAD, 1.35 METERS (4.5 FEET) SOUTHEAST
 SU0873'OF POWER LINE POLE NUMBER 40.
 SU0873'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SU0873'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0609 ***********************************************************************
 TN0609  DESIGNATION -  C 522
 TN0609  PID         -  TN0609
 TN0609  STATE/COUNTY-  MT/SANDERS
 TN0609  USGS QUAD   -  HERON (1983)
 TN0609
 TN0609                         *CURRENT SURVEY CONTROL
 TN0609  ___________________________________________________________________
 TN0609* NAD 83(1986)-  48 04 28.     (N)    115 57 22.     (W)     SCALED    
 TN0609* NAVD 88     -       701.311  (meters)    2300.88   (feet)  ADJUSTED  
 TN0609  ___________________________________________________________________
 TN0609  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TN0609  DYNAMIC HT  -         701.331 (meters)    2300.95  (feet)  COMP
 TN0609  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 TN0609
 TN0609  VERT ORDER  -  FIRST     CLASS II
 TN0609
 TN0609.The horizontal coordinates were scaled from a topographic map and have
 TN0609.an estimated accuracy of +/- 6 seconds.
 TN0609
 TN0609.The orthometric height was determined by differential leveling
 TN0609.and adjusted by the National Geodetic Survey in June 1991..
 TN0609
 TN0609.The geoid height was determined by GEOID03.
 TN0609
 TN0609.The dynamic height is computed by dividing the NAVD 88
 TN0609.geopotential number by the normal gravity value computed on the
 TN0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0609.degrees latitude (g = 980.6199 gals.).
 TN0609
 TN0609.The modeled gravity was interpolated from observed gravity values.
 TN0609
 TN0609;                    North         East    Units  Estimated Accuracy
 TN0609;SPC MT       -   444,780.      119,660.      MT  (+/- 180 meters Scaled)
 TN0609
 TN0609                          SUPERSEDED SURVEY CONTROL
 TN0609
 TN0609.No superseded survey control is available for this station.
 TN0609
 TN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP777251(NAD 83)
 TN0609_MARKER: I = METAL ROD
 TN0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0609_SP_SET: STAINLESS STEEL ROD
 TN0609_STAMPING: C 522 1980
 TN0609_PROJECTION: FLUSH
 TN0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0609_ROD/PIPE-DEPTH: 9.1  meters
 TN0609
 TN0609  HISTORY     - Date     Condition        Report By
 TN0609  HISTORY     - 1980     MONUMENTED       NGS
 TN0609
 TN0609                          STATION DESCRIPTION
 TN0609
 TN0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0609'20.6 KM SE FROM CLARK FORK.
 TN0609'20.6 KILOMETERS (12.8 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TN0609'THE PUBLIC SCHOOL IN CLARK FORK, 0.6 KILOMETER (0.4 MILE)
 TN0609'NORTHWEST OF HIGHWAY MILEPOST 5, 0.3 KILOMETER (0.2 MILE) NORTHWEST
 TN0609'OF A ONE STORY FRAME HOUSE, 24.4 METERS (80.0 FEET) NORTHEAST OF THE
 TN0609'CENTERLINE OF THE HIGHWAY, 47.2 METERS (155 FEET) NORTHEAST ACROSS
 TN0609'THE HIGHWAY FROM HIGHWAY SURVEY STATION MARKER NUMBER 582+47 WEST
 TN0609'AND 579+01 SOUTH, 6.3 METERS (20.7 FEET) SOUTHWEST OF A CONCRETE
 TN0609'HIGHWAY RIGHT-OF-WAY MARKER PROJECTING 30 CENTIMETERS, 0.85 METER
 TN0609'(2.8 FEET) WEST OF POWER LINE POLE CG 67 WITH TWO GUY WIRES, 0.45
 TN0609'METERS (1.5 FEET) SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 TN0609'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 TN0609'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0732 ***********************************************************************
 RY0732  DESIGNATION -  C 523
 RY0732  PID         -  RY0732
 RY0732  STATE/COUNTY-  MT/MISSOULA
 RY0732  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0732
 RY0732                         *CURRENT SURVEY CONTROL
 RY0732  ___________________________________________________________________
 RY0732* NAD 83(1986)-  46 45 45.     (N)    114 04 53.     (W)     SCALED    
 RY0732* NAVD 88     -       971.657  (meters)    3187.84   (feet)  ADJUSTED  
 RY0732  ___________________________________________________________________
 RY0732  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 RY0732  DYNAMIC HT  -         971.506 (meters)    3187.35  (feet)  COMP
 RY0732  MODELED GRAV-     980,426.6   (mgal)                       NAVD 88
 RY0732
 RY0732  VERT ORDER  -  FIRST     CLASS II
 RY0732
 RY0732.The horizontal coordinates were scaled from a topographic map and have
 RY0732.an estimated accuracy of +/- 6 seconds.
 RY0732
 RY0732.The orthometric height was determined by differential leveling
 RY0732.and adjusted by the National Geodetic Survey in June 1991..
 RY0732
 RY0732.The geoid height was determined by GEOID03.
 RY0732
 RY0732.The dynamic height is computed by dividing the NAVD 88
 RY0732.geopotential number by the normal gravity value computed on the
 RY0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0732.degrees latitude (g = 980.6199 gals.).
 RY0732
 RY0732.The modeled gravity was interpolated from observed gravity values.
 RY0732
 RY0732;                    North         East    Units  Estimated Accuracy
 RY0732;SPC MT       -   289,420.      250,430.      MT  (+/- 180 meters Scaled)
 RY0732
 RY0732                          SUPERSEDED SURVEY CONTROL
 RY0732
 RY0732.No superseded survey control is available for this station.
 RY0732
 RY0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM228829(NAD 83)
 RY0732_MARKER: I = METAL ROD
 RY0732_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RY0732_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RY0732_STAMPING: C 523 1980
 RY0732_MARK LOGO: NGS   
 RY0732_PROJECTION: FLUSH
 RY0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0732+STABILITY: POSITION/ELEVATION WELL
 RY0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0732+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 RY0732_ROD/PIPE-DEPTH: 16.8 meters
 RY0732_SLEEVE-DEPTH  : 8.5 meters
 RY0732
 RY0732  HISTORY     - Date     Condition        Report By
 RY0732  HISTORY     - 1980     MONUMENTED       NGS
 RY0732  HISTORY     - 1980     GOOD             NGS
 RY0732  HISTORY     - 20050716 GOOD             GEOCAC
 RY0732
 RY0732                          STATION DESCRIPTION
 RY0732
 RY0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0732'0.7 KM (0.45 MI) NORTH FROM LOLO.
 RY0732'0.7 KILOMETER (0.45 MILE) NORTH ALONG U.S. HIGHWAY 93 FROM THE T
 RY0732'JUNCTION OF U.S. HIGHWAY 12 IN LOLO, SET IN THE NORTHWEST QUADRANT
 RY0732'OF THE T JUNCTION OF THE NORTH ENTRANCE TO THE LOLO GRADE SCHOOL,
 RY0732'DIRECTLY ACROSS THE HIGHWAY FROM TYLER WAY LEADING EAST, 18.4 METERS
 RY0732'(60.5 FEET) WEST OF THE CENTERLINE OF THE SOUTH-BOUND LANES OF
 RY0732'THE HIGHWAY, 43.8 METERS (143 FEET) NORTH OF THE CENTERLINE OF THE
 RY0732'NORTH ENTRANCE ROAD, 4.6 METERS (15.0 FEET) SOUTH OF UTILITY POLE
 RY0732'NUMBER 2, 0.95 METER (3.0 FEET) SOUTH OF HIGHWAY SURVEY MARKER
 RY0732'NUMBER 480, 0.7 METER (2.4 FEET) EAST OF THE HIGHWAY RIGHT-OF-WAY
 RY0732'FENCE.
 RY0732'THE MARK IS 05 METERS  N FROM A WITNESS POST.
 RY0732'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 RY0732
 RY0732                          STATION RECOVERY (1980)
 RY0732
 RY0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0732'RECOVERED IN GOOD CONDITION.
 RY0732
 RY0732                          STATION RECOVERY (2005)
 RY0732
 RY0732'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RY0732'THE STATION IS LOCATED ABOUT 127 FEET NORTH OF THE SOUTH END OF THE
 RY0732'CHAIN-LINK FENCE ON THE EAST SIDE OF THE SCHOOL'S ATHLETIC FIELD,
 RY0732'ABOUT ONE FOOT WEST OF THE FENCE, AND AT HANDHELD COORDINATES
 RY0732'N46-45-46.68 W114-04-53.10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0294 ***********************************************************************
 TK0294  DESIGNATION -  C 526
 TK0294  PID         -  TK0294
 TK0294  STATE/COUNTY-  MT/PHILLIPS
 TK0294  USGS QUAD   -  PHILLIPS (1965)
 TK0294
 TK0294                         *CURRENT SURVEY CONTROL
 TK0294  ___________________________________________________________________
 TK0294* NAD 83(1986)-  48 01 39.     (N)    108 12 43.     (W)     SCALED    
 TK0294* NAVD 88     -       873.486  (meters)    2865.76   (feet)  ADJUSTED  
 TK0294  ___________________________________________________________________
 TK0294  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 TK0294  DYNAMIC HT  -         873.513 (meters)    2865.85  (feet)  COMP
 TK0294  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 TK0294
 TK0294  VERT ORDER  -  FIRST     CLASS II
 TK0294
 TK0294.The horizontal coordinates were scaled from a topographic map and have
 TK0294.an estimated accuracy of +/- 6 seconds.
 TK0294
 TK0294.The orthometric height was determined by differential leveling
 TK0294.and adjusted by the National Geodetic Survey in June 1991..
 TK0294
 TK0294.The geoid height was determined by GEOID03.
 TK0294
 TK0294.The dynamic height is computed by dividing the NAVD 88
 TK0294.geopotential number by the normal gravity value computed on the
 TK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0294.degrees latitude (g = 980.6199 gals.).
 TK0294
 TK0294.The modeled gravity was interpolated from observed gravity values.
 TK0294
 TK0294;                    North         East    Units  Estimated Accuracy
 TK0294;SPC MT       -   420,540.      696,020.      MT  (+/- 180 meters Scaled)
 TK0294
 TK0294                          SUPERSEDED SURVEY CONTROL
 TK0294
 TK0294.No superseded survey control is available for this station.
 TK0294
 TK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU078231(NAD 83)
 TK0294_MARKER: I = METAL ROD
 TK0294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0294_SP_SET: STAINLESS STEEL ROD
 TK0294_STAMPING: C 526 1980
 TK0294_PROJECTION: FLUSH
 TK0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0294_ROD/PIPE-DEPTH: 7.6  meters
 TK0294
 TK0294  HISTORY     - Date     Condition        Report By
 TK0294  HISTORY     - 1980     MONUMENTED       NGS
 TK0294
 TK0294                          STATION DESCRIPTION
 TK0294
 TK0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TK0294'46.6 KM SW FROM MALTA.
 TK0294'46.6 KM (28.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 TK0294'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 TK0294'9.6 KM (6.0 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 TK0294'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, 0.3 KM (0.2 MI) SOUTHWEST
 TK0294'OF MILE POST 129, 39.6 KM (130.0 FT) SOUTH-SOUTHWEST OF A POWER POLE,
 TK0294'21.0 METERS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.1
 TK0294'METERS (29.8 FT) NORTH-NORTHEAST OF AN APPROACH ROAD LEADING TO A
 TK0294'PASTURE, 6.2 METERS (20.2 FT) NORTH-NORTHEAST OF THE NORTH-NORTHWEST
 TK0294'GATE POST, AND 0.9 METER (3.0 FT) EAST-SOUTHEAST OF A FENCE.
 TK0294'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TK0294'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TK0294'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0933 ***********************************************************************
 SR0933  DESIGNATION -  C 527
 SR0933  PID         -  SR0933
 SR0933  STATE/COUNTY-  MT/PHILLIPS
 SR0933  USGS QUAD   -  D Y JUNCTION (1971)
 SR0933
 SR0933                         *CURRENT SURVEY CONTROL
 SR0933  ___________________________________________________________________
 SR0933* NAD 83(1986)-  47 46 35.     (N)    108 40 02.     (W)     SCALED    
 SR0933* NAVD 88     -       921.478  (meters)    3023.22   (feet)  ADJUSTED  
 SR0933  ___________________________________________________________________
 SR0933  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 SR0933  DYNAMIC HT  -         921.489 (meters)    3023.25  (feet)  COMP
 SR0933  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 SR0933
 SR0933  VERT ORDER  -  FIRST     CLASS II
 SR0933
 SR0933.The horizontal coordinates were scaled from a topographic map and have
 SR0933.an estimated accuracy of +/- 6 seconds.
 SR0933
 SR0933.The orthometric height was determined by differential leveling
 SR0933.and adjusted by the National Geodetic Survey in June 1991..
 SR0933
 SR0933.The geoid height was determined by GEOID03.
 SR0933
 SR0933.The dynamic height is computed by dividing the NAVD 88
 SR0933.geopotential number by the normal gravity value computed on the
 SR0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0933.degrees latitude (g = 980.6199 gals.).
 SR0933
 SR0933.The modeled gravity was interpolated from observed gravity values.
 SR0933
 SR0933;                    North         East    Units  Estimated Accuracy
 SR0933;SPC MT       -   392,180.      662,380.      MT  (+/- 180 meters Scaled)
 SR0933
 SR0933                          SUPERSEDED SURVEY CONTROL
 SR0933
 SR0933.No superseded survey control is available for this station.
 SR0933
 SR0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT747940(NAD 83)
 SR0933_MARKER: I = METAL ROD
 SR0933_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0933_SP_SET: STAINLESS STEEL ROD
 SR0933_STAMPING: C 527 1980
 SR0933_PROJECTION: FLUSH
 SR0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0933_ROD/PIPE-DEPTH: 7.6  meters
 SR0933
 SR0933  HISTORY     - Date     Condition        Report By
 SR0933  HISTORY     - 1980     MONUMENTED       NGS
 SR0933
 SR0933                          STATION DESCRIPTION
 SR0933
 SR0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0933'65.2 KM NE FROM ROY.
 SR0933'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0933'THENCE 65.2 KM (40.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0933'19.7 KM (12.25 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE
 SR0933'NORTHEAST END OF THE MISSOURI RIVER BRIDGE, 1.2 KM (0.75 MI) SOUTHWEST
 SR0933'OF MILE POST 101, 29.8 METERS (97.7 FT) SOUTHEAST OF THE
 SR0933'CENTERLINE OF THE HIGHWAY, 1.2 METERS (3.8 FT) NORTH OF A
 SR0933'FENCE CORNER, 0.7 METER (2.4 FT) NORTHWEST OF A FENCE.
 SR0933'NOTE=ROD DRIVEN TO REFUSAL AT 7.6 METERS (25.0 FT).  ACCESS TO THE
 SR0933'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0933'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SR0933'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0949 ***********************************************************************
 SR0949  DESIGNATION -  C 528
 SR0949  PID         -  SR0949
 SR0949  STATE/COUNTY-  MT/FERGUS
 SR0949  USGS QUAD   -  HESSLER RIDGE (1954)
 SR0949
 SR0949                         *CURRENT SURVEY CONTROL
 SR0949  ___________________________________________________________________
 SR0949* NAD 83(1986)-  47 35 51.     (N)    108 42 34.     (W)     SCALED    
 SR0949* NAVD 88     -       741.918  (meters)    2434.11   (feet)  ADJUSTED  
 SR0949  ___________________________________________________________________
 SR0949  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 SR0949  DYNAMIC HT  -         741.943 (meters)    2434.19  (feet)  COMP
 SR0949  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 SR0949
 SR0949  VERT ORDER  -  FIRST     CLASS II
 SR0949
 SR0949.The horizontal coordinates were scaled from a topographic map and have
 SR0949.an estimated accuracy of +/- 6 seconds.
 SR0949
 SR0949.The orthometric height was determined by differential leveling
 SR0949.and adjusted by the National Geodetic Survey in June 1991..
 SR0949
 SR0949.The geoid height was determined by GEOID03.
 SR0949
 SR0949.The dynamic height is computed by dividing the NAVD 88
 SR0949.geopotential number by the normal gravity value computed on the
 SR0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0949.degrees latitude (g = 980.6199 gals.).
 SR0949
 SR0949.The modeled gravity was interpolated from observed gravity values.
 SR0949
 SR0949;                    North         East    Units  Estimated Accuracy
 SR0949;SPC MT       -   372,270.      659,420.      MT  (+/- 180 meters Scaled)
 SR0949
 SR0949                          SUPERSEDED SURVEY CONTROL
 SR0949
 SR0949.No superseded survey control is available for this station.
 SR0949
 SR0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT721741(NAD 83)
 SR0949_MARKER: I = METAL ROD
 SR0949_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SR0949+WITH SETTING: INFORMATION.
 SR0949_SP_SET: SHALLOW SET METAL ROD
 SR0949_STAMPING: C 528 1980
 SR0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0949
 SR0949  HISTORY     - Date     Condition        Report By
 SR0949  HISTORY     - 1980     MONUMENTED       NGS
 SR0949
 SR0949                          STATION DESCRIPTION
 SR0949
 SR0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0949'41.1 KM NE FROM ROY.
 SR0949'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0949'THENCE 41.1 KM (25.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0949'4.4 KM (2.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0949'END OF A BRIDGE CROSSING THE MISSOURI RIVER, 1.2 KM (0.75 MI)
 SR0949'SOUTHWEST OF MILE POST 86, 32.1 METERS (105.2 FT) NORTHWEST OF THE
 SR0949'CENTERLINE OF THE HIGHWAY, 22.1 METERS (72.4 FT) NORTH OF THE CENTER
 SR0949'OF A DIRT ROAD LEADING WEST, AND 5.1 METERS (16.8 FT) EAST OF THE
 SR0949'WEST EDGE OF A SLOPING RIDGE.  NOTE=REFUSAL WAS REACHED AT 2.4
 SR0949'METERS (8.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SR0949'LOGO CAP.
 SR0949'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 SR0949'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0953 ***********************************************************************
 SR0953  DESIGNATION -  C 529
 SR0953  PID         -  SR0953
 SR0953  STATE/COUNTY-  MT/FERGUS
 SR0953  USGS QUAD   -  HESSLER RIDGE (1954)
 SR0953
 SR0953                         *CURRENT SURVEY CONTROL
 SR0953  ___________________________________________________________________
 SR0953* NAD 83(1986)-  47 33 26.     (N)    108 45 00.     (W)     SCALED    
 SR0953* NAVD 88     -       920.996  (meters)    3021.63   (feet)  ADJUSTED  
 SR0953  ___________________________________________________________________
 SR0953  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 SR0953  DYNAMIC HT  -         921.001 (meters)    3021.65  (feet)  COMP
 SR0953  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 SR0953
 SR0953  VERT ORDER  -  FIRST     CLASS II
 SR0953
 SR0953.The horizontal coordinates were scaled from a topographic map and have
 SR0953.an estimated accuracy of +/- 6 seconds.
 SR0953
 SR0953.The orthometric height was determined by differential leveling
 SR0953.and adjusted by the National Geodetic Survey in June 1991..
 SR0953
 SR0953.The geoid height was determined by GEOID03.
 SR0953
 SR0953.The dynamic height is computed by dividing the NAVD 88
 SR0953.geopotential number by the normal gravity value computed on the
 SR0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0953.degrees latitude (g = 980.6199 gals.).
 SR0953
 SR0953.The modeled gravity was interpolated from observed gravity values.
 SR0953
 SR0953;                    North         East    Units  Estimated Accuracy
 SR0953;SPC MT       -   367,760.      656,410.      MT  (+/- 180 meters Scaled)
 SR0953
 SR0953                          SUPERSEDED SURVEY CONTROL
 SR0953
 SR0953.No superseded survey control is available for this station.
 SR0953
 SR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT692695(NAD 83)
 SR0953_MARKER: I = METAL ROD
 SR0953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0953_SP_SET: STAINLESS STEEL ROD
 SR0953_STAMPING: C 529 1980
 SR0953_PROJECTION: FLUSH
 SR0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0953_ROD/PIPE-DEPTH: 4.9  meters
 SR0953
 SR0953  HISTORY     - Date     Condition        Report By
 SR0953  HISTORY     - 1980     MONUMENTED       NGS
 SR0953
 SR0953                          STATION DESCRIPTION
 SR0953
 SR0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0953'35.6 KM NE FROM ROY.
 SR0953'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0953'THENCE 35.6 KM (22.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0953'9.9 KM (6.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0953'NORTH END OF THE MISSOURI RIVER BRIDGE, 27.1 METERS (89.0 FT)
 SR0953'EAST OF THE CENTERLINE OF THE HIGHWAY, 21.3 METERS (70.0 FT) EAST
 SR0953'OF MILE POST 82, 6.9 METERS (22.7 FT) NORTH OF THE CENTER OF A
 SR0953'TRACK ROAD LEADING EAST, 4.3 METERS (14.0 FT) NORTH OF THE CORNER
 SR0953'OF A GATE POST, AND 0.6 METER (2.0 FT) WEST OF A GATE POST.
 SR0953'NOTE=REFUSAL WAS REACHED AT 4.9 METERS (16.0 FT).  ACCESS TO THE
 SR0953'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0953'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 SR0953'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0082 ***********************************************************************
 TM0082  DESIGNATION -  C 53
 TM0082  PID         -  TM0082
 TM0082  STATE/COUNTY-  MT/FLATHEAD
 TM0082  USGS QUAD   -  MOUNT BRADLEY (1994)
 TM0082
 TM0082                         *CURRENT SURVEY CONTROL
 TM0082  ___________________________________________________________________
 TM0082* NAD 83(1986)-  48 14 34.     (N)    113 29 35.     (W)     SCALED    
 TM0082* NAVD 88     -      1322.475  (meters)    4338.82   (feet)  ADJUSTED  
 TM0082  ___________________________________________________________________
 TM0082  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 TM0082  DYNAMIC HT  -        1322.370 (meters)    4338.48  (feet)  COMP
 TM0082  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 TM0082
 TM0082  VERT ORDER  -  FIRST     CLASS II
 TM0082
 TM0082.The horizontal coordinates were scaled from a topographic map and have
 TM0082.an estimated accuracy of +/- 6 seconds.
 TM0082
 TM0082.The orthometric height was determined by differential leveling
 TM0082.and adjusted by the National Geodetic Survey in June 1991..
 TM0082
 TM0082.The geoid height was determined by GEOID03.
 TM0082
 TM0082.The dynamic height is computed by dividing the NAVD 88
 TM0082.geopotential number by the normal gravity value computed on the
 TM0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0082.degrees latitude (g = 980.6199 gals.).
 TM0082
 TM0082.The modeled gravity was interpolated from observed gravity values.
 TM0082
 TM0082;                    North         East    Units  Estimated Accuracy
 TM0082;SPC MT       -   451,240.      303,660.      MT  (+/- 180 meters Scaled)
 TM0082
 TM0082                          SUPERSEDED SURVEY CONTROL
 TM0082
 TM0082  NGVD 29 (??/??/92) 1321.185  (m)         4334.59   (f) ADJ UNCH    1 2
 TM0082
 TM0082.Superseded values are not recommended for survey control.
 TM0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0082.See file dsdata.txt to determine how the superseded data were derived.
 TM0082
 TM0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU149462(NAD 83)
 TM0082_MARKER: DB = BENCH MARK DISK
 TM0082_SETTING: 66 = SET IN ROCK OUTCROP
 TM0082_SP_SET: ROCK LEDGE
 TM0082_STAMPING: C 53 1933
 TM0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0082+STABILITY: POSITION/ELEVATION WELL
 TM0082
 TM0082  HISTORY     - Date     Condition        Report By
 TM0082  HISTORY     - 1933     MONUMENTED       CGS
 TM0082  HISTORY     - 1956     MARK NOT FOUND   USGS
 TM0082
 TM0082                          STATION DESCRIPTION
 TM0082
 TM0082'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TM0082'7.6 MI SE FROM WALTON.
 TM0082'7.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0082'AT WALTON (ESSEX POST OFFICE), FLATHEAD COUNTY, 0.7 MILE NORTHWEST OF
 TM0082'THE STATION SIGN AT SINGLESHOT, 790 YARDS SOUTHWEST OF MILEPOST 1161,
 TM0082'624 FEET SOUTHWEST OF SNOWSHED 9, 94 FEET NORTHEAST OF SEMAPHORE
 TM0082'1161.4, 11 FEET NORTH OF THE NORTH TRACK, IN THE TOP OF A BLUISH ROCK
 TM0082'LEDGE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 53 1933.
 TM0082'NOTE-- POSSIBLY COVERED BY SAND AND GRAVEL SLIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0958 ***********************************************************************
 SR0958  DESIGNATION -  C 532
 SR0958  PID         -  SR0958
 SR0958  STATE/COUNTY-  MT/FERGUS
 SR0958  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0958
 SR0958                         *CURRENT SURVEY CONTROL
 SR0958  ___________________________________________________________________
 SR0958* NAD 83(1986)-  47 29 42.     (N)    108 45 05.     (W)     SCALED    
 SR0958* NAVD 88     -       933.127  (meters)    3061.43   (feet)  ADJUSTED  
 SR0958  ___________________________________________________________________
 SR0958  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SR0958  DYNAMIC HT  -         933.122 (meters)    3061.42  (feet)  COMP
 SR0958  MODELED GRAV-     980,574.4   (mgal)                       NAVD 88
 SR0958  OBS GRAVITY -     980,575.2   (mgal)                       GRAV_OBS
 SR0958
 SR0958  VERT ORDER  -  FIRST     CLASS II
 SR0958
 SR0958.The horizontal coordinates were scaled from a topographic map and have
 SR0958.an estimated accuracy of +/- 6 seconds.
 SR0958
 SR0958.The orthometric height was determined by differential leveling
 SR0958.and adjusted by the National Geodetic Survey in June 1991..
 SR0958
 SR0958.The geoid height was determined by GEOID03.
 SR0958
 SR0958.The dynamic height is computed by dividing the NAVD 88
 SR0958.geopotential number by the normal gravity value computed on the
 SR0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0958.degrees latitude (g = 980.6199 gals.).
 SR0958
 SR0958.The modeled gravity was interpolated from observed gravity values.
 SR0958.The observed gravity was obtained from relative gravimeter ties
 SR0958.to the IGSN71 gravity network.
 SR0958
 SR0958;                    North         East    Units  Estimated Accuracy
 SR0958;SPC MT       -   360,850.      656,380.      MT  (+/- 180 meters Scaled)
 SR0958
 SR0958                          SUPERSEDED SURVEY CONTROL
 SR0958
 SR0958.No superseded survey control is available for this station.
 SR0958
 SR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT693626(NAD 83)
 SR0958_MARKER: I = METAL ROD
 SR0958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SR0958_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SR0958_STAMPING: C 532 1980
 SR0958_PROJECTION: FLUSH
 SR0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0958+STABILITY: POSITION/ELEVATION WELL
 SR0958_ROD/PIPE-DEPTH: 12.8 meters
 SR0958_SLEEVE-DEPTH  : 12.2 meters
 SR0958
 SR0958  HISTORY     - Date     Condition        Report By
 SR0958  HISTORY     - 1980     MONUMENTED       NGS
 SR0958
 SR0958                          STATION DESCRIPTION
 SR0958
 SR0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0958'31.8 KM NE FROM ROY.
 SR0958'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0958'THENCE 31.8 KM (19.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0958'16.9 KM (10.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0958'END OF THE MISSOURI RIVER BRIDGE, 65.8 METERS (216.0 FT) NORTH OF
 SR0958'THE CENTER OF A GATE TO A PASTURE, 29.8 METERS (97.9 FT) WEST OF THE
 SR0958'CENTERLINE OF THE HIGHWAY, 1.8 METERS (5.9 FT) NORTHEAST OF A POWER
 SR0958'POLE, AND 0.8 METER (2.7 FT) EAST OF A FENCE.  NOTE=ACCESS TO THE
 SR0958'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0958'THE MARK IS 0.5 METERS  NNE FROM A WITNESS POST.
 SR0958'THE MARK IS 2.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1005 ***********************************************************************
 SR1005  DESIGNATION -  C 533
 SR1005  PID         -  SR1005
 SR1005  STATE/COUNTY-  MT/JUDITH BASIN
 SR1005  USGS QUAD   -  KOLIN (1970)
 SR1005
 SR1005                         *CURRENT SURVEY CONTROL
 SR1005  ___________________________________________________________________
 SR1005* NAD 83(1986)-  47 00 52.     (N)    109 52 22.     (W)     SCALED    
 SR1005* NAVD 88     -      1235.574  (meters)    4053.71   (feet)  ADJUSTED  
 SR1005  ___________________________________________________________________
 SR1005  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 SR1005  DYNAMIC HT  -        1235.384 (meters)    4053.09  (feet)  COMP
 SR1005  MODELED GRAV-     980,417.1   (mgal)                       NAVD 88
 SR1005
 SR1005  VERT ORDER  -  FIRST     CLASS II
 SR1005
 SR1005.The horizontal coordinates were scaled from a topographic map and have
 SR1005.an estimated accuracy of +/- 6 seconds.
 SR1005
 SR1005.The orthometric height was determined by differential leveling
 SR1005.and adjusted by the National Geodetic Survey in June 1991..
 SR1005
 SR1005.The geoid height was determined by GEOID03.
 SR1005
 SR1005.The dynamic height is computed by dividing the NAVD 88
 SR1005.geopotential number by the normal gravity value computed on the
 SR1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR1005.degrees latitude (g = 980.6199 gals.).
 SR1005
 SR1005.The modeled gravity was interpolated from observed gravity values.
 SR1005
 SR1005;                    North         East    Units  Estimated Accuracy
 SR1005;SPC MT       -   307,250.      571,670.      MT  (+/- 180 meters Scaled)
 SR1005
 SR1005                          SUPERSEDED SURVEY CONTROL
 SR1005
 SR1005.No superseded survey control is available for this station.
 SR1005
 SR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT856073(NAD 83)
 SR1005_MARKER: I = METAL ROD
 SR1005_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SR1005+WITH SETTING: INFORMATION.
 SR1005_SP_SET: SHALLOW SET METAL ROD
 SR1005_STAMPING: C 533 1980
 SR1005_PROJECTION: FLUSH
 SR1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR1005_ROD/PIPE-DEPTH: 3.7  meters
 SR1005
 SR1005  HISTORY     - Date     Condition        Report By
 SR1005  HISTORY     - 1980     MONUMENTED       NGS
 SR1005
 SR1005                          STATION DESCRIPTION
 SR1005
 SR1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR1005'5.6 KM ESE FROM MOCCASIN.
 SR1005'0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 SR1005'MOCCASIN, THENCE 5.4 KM (3.35 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY
 SR1005'87, 54.9 METERS (180 FT) SOUTH-SOUTHEAST OF MILE POST 58, 39.7
 SR1005'METERS (130.2 FT) NORTH-NORTHWEST OF THE NORTHWEST SUPPORT LEG OF AN
 SR1005'INFORMATION SIGN, 26.9 METERS (88.8 FT) WEST OF THE CENTERLINE
 SR1005'OF THE HIGHWAY, 8.4 METERS (27.4 FT) NORTHWEST OF A UTILITY POLE AND
 SR1005'0.6 METER (2.0 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 3.7
 SR1005'METERS (12.0 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SR1005'LOGO CAP.
 SR1005'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SR1005'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1337 ***********************************************************************
 SS1337  DESIGNATION -  C 534
 SS1337  PID         -  SS1337
 SS1337  STATE/COUNTY-  MT/JUDITH BASIN
 SS1337  USGS QUAD   -  RAYNESFORD (1995)
 SS1337
 SS1337                         *CURRENT SURVEY CONTROL
 SS1337  ___________________________________________________________________
 SS1337* NAD 83(1986)-  47 20 41.     (N)    110 42 41.     (W)     SCALED    
 SS1337* NAVD 88     -      1391.877  (meters)    4566.52   (feet)  ADJUSTED  
 SS1337  ___________________________________________________________________
 SS1337  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 SS1337  DYNAMIC HT  -        1391.703 (meters)    4565.95  (feet)  COMP
 SS1337  MODELED GRAV-     980,438.7   (mgal)                       NAVD 88
 SS1337
 SS1337  VERT ORDER  -  FIRST     CLASS II
 SS1337
 SS1337.The horizontal coordinates were scaled from a topographic map and have
 SS1337.an estimated accuracy of +/- 6 seconds.
 SS1337
 SS1337.The orthometric height was determined by differential leveling
 SS1337.and adjusted by the National Geodetic Survey in June 1991..
 SS1337
 SS1337.The geoid height was determined by GEOID03.
 SS1337
 SS1337.The dynamic height is computed by dividing the NAVD 88
 SS1337.geopotential number by the normal gravity value computed on the
 SS1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1337.degrees latitude (g = 980.6199 gals.).
 SS1337
 SS1337.The modeled gravity was interpolated from observed gravity values.
 SS1337
 SS1337;                    North         East    Units  Estimated Accuracy
 SS1337;SPC MT       -   344,590.      508,520.      MT  (+/- 180 meters Scaled)
 SS1337
 SS1337                          SUPERSEDED SURVEY CONTROL
 SS1337
 SS1337.No superseded survey control is available for this station.
 SS1337
 SS1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT218435(NAD 83)
 SS1337_MARKER: I = METAL ROD
 SS1337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1337_SP_SET: STAINLESS STEEL ROD
 SS1337_STAMPING: C 534 1980
 SS1337_PROJECTION: FLUSH
 SS1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1337_ROD/PIPE-DEPTH: 4.3  meters
 SS1337
 SS1337  HISTORY     - Date     Condition        Report By
 SS1337  HISTORY     - 1980     MONUMENTED       NGS
 SS1337
 SS1337                          STATION DESCRIPTION
 SS1337
 SS1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1337'16.2 KM NE FROM RAYNESFORD.
 SS1337'8.0 KM (4.95 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS1337'GRAIN ELEVATOR IN RAYNESFORD, THENCE 8.3 KM (5.15 MI) NORTHWEST ALONG
 SS1337'A GRAVELED ROAD, THENCE 3.1 KM (1.9 MI) WEST ALONG A GRAVELED ROAD,
 SS1337'9.1 METERS (29.7 FT) SOUTHWEST OF THE ROAD CENTER, 6.8 METERS
 SS1337'(22.3 FT) SOUTHWEST OF A CATTLEGUARD, 1.6 METERS (5.3 FT) SOUTHWEST OF
 SS1337'A GATE POST, 0.9 METER (3.1 FT NORTH OF A T-FENCE JUNCTION AND 0.6
 SS1337'METER (2.0 FT) NORTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 4.3
 SS1337'METERS (14.0 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOG
 SS1337'CAP.
 SS1337'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SS1337'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1363 ***********************************************************************
 SS1363  DESIGNATION -  C 535
 SS1363  PID         -  SS1363
 SS1363  STATE/COUNTY-  MT/CASCADE
 SS1363  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS1363
 SS1363                         *CURRENT SURVEY CONTROL
 SS1363  ___________________________________________________________________
 SS1363* NAD 83(1986)-  47 29 14.     (N)    111 10 39.     (W)     SCALED    
 SS1363* NAVD 88     -      1060.642  (meters)    3479.79   (feet)  ADJUSTED  
 SS1363  ___________________________________________________________________
 SS1363  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 SS1363  DYNAMIC HT  -        1060.572 (meters)    3479.56  (feet)  COMP
 SS1363  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 SS1363
 SS1363  VERT ORDER  -  FIRST     CLASS II
 SS1363
 SS1363.The horizontal coordinates were scaled from a topographic map and have
 SS1363.an estimated accuracy of +/- 6 seconds.
 SS1363
 SS1363.The orthometric height was determined by differential leveling
 SS1363.and adjusted by the National Geodetic Survey in June 1991..
 SS1363
 SS1363.The geoid height was determined by GEOID03.
 SS1363
 SS1363.The dynamic height is computed by dividing the NAVD 88
 SS1363.geopotential number by the normal gravity value computed on the
 SS1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1363.degrees latitude (g = 980.6199 gals.).
 SS1363
 SS1363.The modeled gravity was interpolated from observed gravity values.
 SS1363
 SS1363;                    North         East    Units  Estimated Accuracy
 SS1363;SPC MT       -   361,070.      473,660.      MT  (+/- 180 meters Scaled)
 SS1363
 SS1363                          SUPERSEDED SURVEY CONTROL
 SS1363
 SS1363.No superseded survey control is available for this station.
 SS1363
 SS1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT866593(NAD 83)
 SS1363_MARKER: I = METAL ROD
 SS1363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1363_SP_SET: STAINLESS STEEL ROD
 SS1363_STAMPING: C 535 1980
 SS1363_PROJECTION: FLUSH
 SS1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS1363+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 SS1363_ROD/PIPE-DEPTH: 7.3  meters
 SS1363
 SS1363  HISTORY     - Date     Condition        Report By
 SS1363  HISTORY     - 1980     MONUMENTED       NGS
 SS1363  HISTORY     - 20040616 GOOD             NGS
 SS1363
 SS1363                          STATION DESCRIPTION
 SS1363
 SS1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1363'3.0 KM SE FROM GREAT FALLS.
 SS1363'3.0 KM (1.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE BY-PASS
 SS1363'JUNCTION OF U.S. HIGHWAYS 87 AND 89 AT THE SOUTHEAST EDGE OF GREAT
 SS1363'FALLS, 42.7 METERS (140 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY
 SS1363'AND 0.5 METER (1.6 FT) SOUTH OF A FENCE.  NOTE=ACCESS TO THE DATUM
 SS1363'POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1363'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 SS1363'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 SS1363
 SS1363                          STATION RECOVERY (2004)
 SS1363
 SS1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (CLS)
 SS1363'THE MARK IS LOCATED ABOUT MIDWAY BETWEEN THE SOUTHEAST CORNER OF THE
 SS1363'MALMSTROM AIRFORCE BASE CHAIN LINK PERIMETER FENCE TO THE EAST AND A
 SS1363'GATED PAVED ACCESS INTO THE BASE TO THE WEST.  THE TALL CHAIN LINK
 SS1363'FENCE MAY INTERFERE WITH SATELLITE SIGNALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0632 ***********************************************************************
 RV0632  DESIGNATION -  C 536
 RV0632  PID         -  RV0632
 RV0632  STATE/COUNTY-  MT/WHEATLAND
 RV0632  USGS QUAD   -  OKA (1986)
 RV0632
 RV0632                         *CURRENT SURVEY CONTROL
 RV0632  ___________________________________________________________________
 RV0632* NAD 83(1986)-  46 31 55.     (N)    109 45 59.     (W)     SCALED    
 RV0632* NAVD 88     -      1374.024  (meters)    4507.94   (feet)  ADJUSTED  
 RV0632  ___________________________________________________________________
 RV0632  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 RV0632  DYNAMIC HT  -        1373.735 (meters)    4507.00  (feet)  COMP
 RV0632  MODELED GRAV-     980,355.1   (mgal)                       NAVD 88
 RV0632
 RV0632  VERT ORDER  -  FIRST     CLASS II
 RV0632
 RV0632.The horizontal coordinates were scaled from a topographic map and have
 RV0632.an estimated accuracy of +/- 6 seconds.
 RV0632
 RV0632.The orthometric height was determined by differential leveling
 RV0632.and adjusted by the National Geodetic Survey in June 1991..
 RV0632
 RV0632.The geoid height was determined by GEOID03.
 RV0632
 RV0632.The dynamic height is computed by dividing the NAVD 88
 RV0632.geopotential number by the normal gravity value computed on the
 RV0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0632.degrees latitude (g = 980.6199 gals.).
 RV0632
 RV0632.The modeled gravity was interpolated from observed gravity values.
 RV0632
 RV0632;                    North         East    Units  Estimated Accuracy
 RV0632;SPC MT       -   253,610.      579,580.      MT  (+/- 180 meters Scaled)
 RV0632
 RV0632                          SUPERSEDED SURVEY CONTROL
 RV0632
 RV0632.No superseded survey control is available for this station.
 RV0632
 RV0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS946538(NAD 83)
 RV0632_MARKER: I = METAL ROD
 RV0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0632_SP_SET: STAINLESS STEEL ROD
 RV0632_STAMPING: C 536 1980
 RV0632_MARK LOGO: NGS   
 RV0632_PROJECTION: FLUSH
 RV0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0632_ROD/PIPE-DEPTH: 7.3  meters
 RV0632
 RV0632  HISTORY     - Date     Condition        Report By
 RV0632  HISTORY     - 1980     MONUMENTED       NGS
 RV0632
 RV0632                          STATION DESCRIPTION
 RV0632
 RV0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0632'15.3 KM (9.5 MI) NE FROM HARLOWTON.
 RV0632'1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAY 191 AND 12 FROM THE COURTHOUSE
 RV0632'IN HARLOWTON, THENCE 6.0 KM (3.7 MI) NORTH ALONG A GRAVEL ROAD, THENCE
 RV0632'3.5 KM (2.2 MI) EAST ALONG A SECTION LINE ROAD, THENCE 4.8 KM (3.0 MI)
 RV0632'NORTH ALONG U.S. HIGHWAY 191, 0.1 KM (0.05 MI) SOUTH OF MILEPOST 8,
 RV0632'0.7 KM (0.35 MI) SOUTH OF A DRIVEWAY TO A RANCH HOUSE, 31.2 METERS
 RV0632'(102.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 7.4 METERS (24.2 FT)
 RV0632'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 RV0632'5-INCH LOGO CAP.
 RV0632'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 RV0632'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0668 ***********************************************************************
 RV0668  DESIGNATION -  C 537
 RV0668  PID         -  RV0668
 RV0668  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0668  USGS QUAD   -  LAVINA (1979)
 RV0668
 RV0668                         *CURRENT SURVEY CONTROL
 RV0668  ___________________________________________________________________
 RV0668* NAD 83(1986)-  46 18 30.     (N)    108 56 10.     (W)     SCALED    
 RV0668* NAVD 88     -      1063.355  (meters)    3488.69   (feet)  ADJUSTED  
 RV0668  ___________________________________________________________________
 RV0668  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 RV0668  DYNAMIC HT  -        1063.183 (meters)    3488.13  (feet)  COMP
 RV0668  MODELED GRAV-     980,416.1   (mgal)                       NAVD 88
 RV0668
 RV0668  VERT ORDER  -  FIRST     CLASS II
 RV0668
 RV0668.The horizontal coordinates were scaled from a topographic map and have
 RV0668.an estimated accuracy of +/- 6 seconds.
 RV0668
 RV0668.The orthometric height was determined by differential leveling
 RV0668.and adjusted by the National Geodetic Survey in June 1991..
 RV0668
 RV0668.The geoid height was determined by GEOID03.
 RV0668
 RV0668.The dynamic height is computed by dividing the NAVD 88
 RV0668.geopotential number by the normal gravity value computed on the
 RV0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0668.degrees latitude (g = 980.6199 gals.).
 RV0668
 RV0668.The modeled gravity was interpolated from observed gravity values.
 RV0668
 RV0668;                    North         East    Units  Estimated Accuracy
 RV0668;SPC MT       -   228,890.      643,410.      MT  (+/- 180 meters Scaled)
 RV0668
 RV0668                          SUPERSEDED SURVEY CONTROL
 RV0668
 RV0668.No superseded survey control is available for this station.
 RV0668
 RV0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS589303(NAD 83)
 RV0668_MARKER: I = METAL ROD
 RV0668_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RV0668+WITH SETTING: INFORMATION.
 RV0668_SP_SET: SHALLOW SET METAL ROD
 RV0668_STAMPING: C 537 1980
 RV0668_MARK LOGO: NGS   
 RV0668_PROJECTION: FLUSH
 RV0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0668_ROD/PIPE-DEPTH: 3.0  meters
 RV0668
 RV0668  HISTORY     - Date     Condition        Report By
 RV0668  HISTORY     - 1980     MONUMENTED       NGS
 RV0668
 RV0668                          STATION DESCRIPTION
 RV0668
 RV0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0668'1.4 KM (0.85 MI) NORTH FROM LAVINA.
 RV0668'1.4 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 3 AT THE JUNCTION OF U.S.
 RV0668'HIGHWAY 12, 20.5 METERS (67.4 FT) NORTH OF THE CENTER OF THE
 RV0668'INTERSECTION.  NOTE=REFUSAL WAS REACHED AT 3.0 METERS (10.0 FT) AND
 RV0668'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RV0668'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 RV0668'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0369 ***********************************************************************
 QW0369  DESIGNATION -  C 538
 QW0369  PID         -  QW0369
 QW0369  STATE/COUNTY-  MT/YELLOWSTONE
 QW0369  USGS QUAD   -  ROCK SPRING (1956)
 QW0369
 QW0369                         *CURRENT SURVEY CONTROL
 QW0369  ___________________________________________________________________
 QW0369* NAD 83(1986)-  45 58 37.     (N)    108 52 52.     (W)     SCALED    
 QW0369* NAVD 88     -      1191.450  (meters)    3908.95   (feet)  ADJUSTED  
 QW0369  ___________________________________________________________________
 QW0369  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 QW0369  DYNAMIC HT  -        1191.188 (meters)    3908.09  (feet)  COMP
 QW0369  MODELED GRAV-     980,353.1   (mgal)                       NAVD 88
 QW0369
 QW0369  VERT ORDER  -  FIRST     CLASS II
 QW0369
 QW0369.The horizontal coordinates were scaled from a topographic map and have
 QW0369.an estimated accuracy of +/- 6 seconds.
 QW0369
 QW0369.The orthometric height was determined by differential leveling
 QW0369.and adjusted by the National Geodetic Survey in June 1991..
 QW0369
 QW0369.The geoid height was determined by GEOID03.
 QW0369
 QW0369.The dynamic height is computed by dividing the NAVD 88
 QW0369.geopotential number by the normal gravity value computed on the
 QW0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0369.degrees latitude (g = 980.6199 gals.).
 QW0369
 QW0369.The modeled gravity was interpolated from observed gravity values.
 QW0369
 QW0369;                    North         East    Units  Estimated Accuracy
 QW0369;SPC MT       -   192,110.      647,940.      MT  (+/- 180 meters Scaled)
 QW0369
 QW0369                          SUPERSEDED SURVEY CONTROL
 QW0369
 QW0369.No superseded survey control is available for this station.
 QW0369
 QW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR641936(NAD 83)
 QW0369_MARKER: DB = BENCH MARK DISK
 QW0369_SETTING: 66 = SET IN ROCK OUTCROP
 QW0369_SP_SET: ROCK OUTCROP
 QW0369_STAMPING: C 538 1980
 QW0369_MARK LOGO: NGS   
 QW0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0369+STABILITY: POSITION/ELEVATION WELL
 QW0369
 QW0369  HISTORY     - Date     Condition        Report By
 QW0369  HISTORY     - 1980     MONUMENTED       NGS
 QW0369
 QW0369                          STATION DESCRIPTION
 QW0369
 QW0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0369'14.9 KM (9.25 MI) SOUTH FROM BROADVIEW.
 QW0369'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 QW0369'BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532, THENCE
 QW0369'13.4 KM (8.35 MI) SOUTH ALONG COUNTY ROAD 532, 6.5 METERS (21.2 FT)
 QW0369'EAST OF THE CENTER OF THE ROAD AND 3.8 METERS (12.6 FT) WEST OF A
 QW0369'FENCE.
 QW0369'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 QW0369'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0724 ***********************************************************************
 QW0724  DESIGNATION -  C 538 RESET
 QW0724  PID         -  QW0724
 QW0724  STATE/COUNTY-  MT/YELLOWSTONE
 QW0724  USGS QUAD   -  ROCK SPRING (1956)
 QW0724
 QW0724                         *CURRENT SURVEY CONTROL
 QW0724  ___________________________________________________________________
 QW0724* NAD 83(1986)-  45 58 37.     (N)    108 52 52.     (W)     SCALED    
 QW0724* NAVD 88     -      1193.62   (meters)    3916.1    (feet)  RESET     
 QW0724  ___________________________________________________________________
 QW0724  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 QW0724
 QW0724  VERT ORDER  -  THIRD
 QW0724
 QW0724.The horizontal coordinates were scaled from a topographic map and have
 QW0724.an estimated accuracy of +/- 6 seconds.
 QW0724
 QW0724.The orthometric height was computed from unverified reset data.
 QW0724.No vertical observational check was made to the station.
 QW0724
 QW0724.The geoid height was determined by GEOID03.
 QW0724
 QW0724;                    North         East    Units  Estimated Accuracy
 QW0724;SPC MT       -   192,110.      647,940.      MT  (+/- 180 meters Scaled)
 QW0724
 QW0724                          SUPERSEDED SURVEY CONTROL
 QW0724
 QW0724.No superseded survey control is available for this station.
 QW0724
 QW0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR641936(NAD 83)
 QW0724_MARKER: DV = VERTICAL CONTROL DISK
 QW0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0724_SP_SET: STAINLESS STEEL ROD
 QW0724_STAMPING: C 538 RESET 1982
 QW0724_MARK LOGO: NGS   
 QW0724_PROJECTION: FLUSH
 QW0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0724_ROD/PIPE-DEPTH: 0.7  meters
 QW0724
 QW0724  HISTORY     - Date     Condition        Report By
 QW0724  HISTORY     - 1982     MONUMENTED       NGS
 QW0724
 QW0724                          STATION DESCRIPTION
 QW0724
 QW0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0724'0.6 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 QW0724'BROADVIEW, THENCE RIGHT, WEST 0.8 KM (0.50 MI) ALONG COUNTY ROAD 532
 QW0724'TO THE END OF THE SURFACED ROAD, THENCE LEFT, SOUTH ALONG THE
 QW0724'GRAVELED COUNTY ROAD 532 FOR 13.4 KM (8.30 MI) TO THE MARK ON THE
 QW0724'RIGHT, 9.4 M (30.8 FT) WEST OF THE CENTER OF THE ROAD, 0.6 M
 QW0724'(2.0 FT) SOUTH OF A POWER POLE, 0.3 M (1.0 FT) EAST OF THE
 QW0724'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0393 ***********************************************************************
 QW0393  DESIGNATION -  C 539
 QW0393  PID         -  QW0393
 QW0393  STATE/COUNTY-  MT/YELLOWSTONE
 QW0393  USGS QUAD   -  LAUREL (1969)
 QW0393
 QW0393                         *CURRENT SURVEY CONTROL
 QW0393  ___________________________________________________________________
 QW0393* NAD 83(1986)-  45 39 51.     (N)    108 47 26.     (W)     SCALED    
 QW0393* NAVD 88     -      1019.575  (meters)    3345.06   (feet)  ADJUSTED  
 QW0393  ___________________________________________________________________
 QW0393  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QW0393  DYNAMIC HT  -        1019.352 (meters)    3344.32  (feet)  COMP
 QW0393  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 QW0393
 QW0393  VERT ORDER  -  FIRST     CLASS II
 QW0393
 QW0393.The horizontal coordinates were scaled from a topographic map and have
 QW0393.an estimated accuracy of +/- 6 seconds.
 QW0393
 QW0393.The orthometric height was determined by differential leveling
 QW0393.and adjusted by the National Geodetic Survey in June 1991..
 QW0393
 QW0393.The geoid height was determined by GEOID03.
 QW0393
 QW0393.The dynamic height is computed by dividing the NAVD 88
 QW0393.geopotential number by the normal gravity value computed on the
 QW0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0393.degrees latitude (g = 980.6199 gals.).
 QW0393
 QW0393.The modeled gravity was interpolated from observed gravity values.
 QW0393
 QW0393;                    North         East    Units  Estimated Accuracy
 QW0393;SPC MT       -   157,420.      655,270.      MT  (+/- 180 meters Scaled)
 QW0393
 QW0393                          SUPERSEDED SURVEY CONTROL
 QW0393
 QW0393.No superseded survey control is available for this station.
 QW0393
 QW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR721591(NAD 83)
 QW0393_MARKER: DB = BENCH MARK DISK
 QW0393_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0393_SP_SET: ABUTMENT
 QW0393_STAMPING: C 539 1980
 QW0393_MARK LOGO: NGS   
 QW0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0393
 QW0393  HISTORY     - Date     Condition        Report By
 QW0393  HISTORY     - 1980     MONUMENTED       NGS
 QW0393  HISTORY     - 1982     GOOD             NGS
 QW0393  HISTORY     - 1982     GOOD             NGS
 QW0393
 QW0393                          STATION DESCRIPTION
 QW0393
 QW0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0393'3.1 KM (1.95 MI) SW FROM LAUREL.
 QW0393'1.4 KM (0.9 MI) SOUTH ALONG COUNTY ROAD 532 AND U.S. HIGHWAY 310 FROM
 QW0393'THE POST OFFICE IN LAUREL, THENCE 1.7 KM (1.05 MI) SOUTHWEST ALONG
 QW0393'INTERSTATE HIGHWAY 90, AT THE SOUTHEAST END OF THE ABUTMENT OF AN
 QW0393'OVERPASS OF THE EASTBOUND LANES OF THE HIGHWAY EXIT 433 OVERPASS
 QW0393'CROSSING THE BURLINGTON NORTHERN RAILROAD, 5.6 METERS (18.5 FT)
 QW0393'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 METER (0.5 FT)
 QW0393'NORTHWEST OF THE SOUTHEAST END OF THE OVERPASS.
 QW0393'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QW0393
 QW0393                          STATION RECOVERY (1982)
 QW0393
 QW0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0393'RECOVERED IN GOOD CONDITION.
 QW0393
 QW0393                          STATION RECOVERY (1982)
 QW0393
 QW0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0007 ***********************************************************************
 TM0007  DESIGNATION -  C 54
 TM0007  PID         -  TM0007
 TM0007  STATE/COUNTY-  MT/GLACIER
 TM0007  USGS QUAD   -  CUT BANK (1980)
 TM0007
 TM0007                         *CURRENT SURVEY CONTROL
 TM0007  ___________________________________________________________________
 TM0007* NAD 83(1986)-  48 38 16.     (N)    112 22 18.     (W)     SCALED    
 TM0007* NAVD 88     -      1142.347  (meters)    3747.85   (feet)  ADJUSTED  
 TM0007  ___________________________________________________________________
 TM0007  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0007  DYNAMIC HT  -        1142.383 (meters)    3747.97  (feet)  COMP
 TM0007  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 TM0007
 TM0007  VERT ORDER  -  FIRST     CLASS II
 TM0007
 TM0007.The horizontal coordinates were scaled from a topographic map and have
 TM0007.an estimated accuracy of +/- 6 seconds.
 TM0007
 TM0007.The orthometric height was determined by differential leveling
 TM0007.and adjusted by the National Geodetic Survey in June 1991..
 TM0007
 TM0007.The geoid height was determined by GEOID03.
 TM0007
 TM0007.The dynamic height is computed by dividing the NAVD 88
 TM0007.geopotential number by the normal gravity value computed on the
 TM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0007.degrees latitude (g = 980.6199 gals.).
 TM0007
 TM0007.The modeled gravity was interpolated from observed gravity values.
 TM0007
 TM0007;                    North         East    Units  Estimated Accuracy
 TM0007;SPC MT       -   491,470.      388,450.      MT  (+/- 180 meters Scaled)
 TM0007
 TM0007                          SUPERSEDED SURVEY CONTROL
 TM0007
 TM0007  NGVD 29 (??/??/92) 1141.260  (m)         3744.28   (f) ADJ UNCH    1 2
 TM0007
 TM0007.Superseded values are not recommended for survey control.
 TM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0007.See file dsdata.txt to determine how the superseded data were derived.
 TM0007
 TM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU989880(NAD 83)
 TM0007_MARKER: DB = BENCH MARK DISK
 TM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0007_STAMPING: C 54 1933
 TM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0007+STABILITY: SURFACE MOTION
 TM0007
 TM0007  HISTORY     - Date     Condition        Report By
 TM0007  HISTORY     - 1933     MONUMENTED       CGS
 TM0007  HISTORY     - 1956     GOOD             NGS
 TM0007
 TM0007                          STATION DESCRIPTION
 TM0007
 TM0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TM0007'2.0 MI W FROM CUT BANK.
 TM0007'2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TM0007'CUT BANK, GLACIER COUNTY, 665 FEET EAST OF SEMAPHORES 1091.9 AND
 TM0007'1092.0, 127 FEET SOUTH OF MILEPOST 1092, 57 FEET SOUTH OF THE SOUTH
 TM0007'TRACK, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 TM0007'STAMPED C 54 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0493 ***********************************************************************
 TJ0493  DESIGNATION -  C 540
 TJ0493  PID         -  TJ0493
 TJ0493  STATE/COUNTY-  MT/PHILLIPS
 TJ0493  USGS QUAD   -  SACO (1984)
 TJ0493
 TJ0493                         *CURRENT SURVEY CONTROL
 TJ0493  ___________________________________________________________________
 TJ0493* NAD 83(1986)-  48 27 07.     (N)    107 18 02.     (W)     SCALED    
 TJ0493* NAVD 88     -       662.676  (meters)    2174.13   (feet)  ADJUSTED  
 TJ0493  ___________________________________________________________________
 TJ0493  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TJ0493  DYNAMIC HT  -         662.778 (meters)    2174.46  (feet)  COMP
 TJ0493  MODELED GRAV-     980,742.1   (mgal)                       NAVD 88
 TJ0493
 TJ0493  VERT ORDER  -  FIRST     CLASS II
 TJ0493
 TJ0493.The horizontal coordinates were scaled from a topographic map and have
 TJ0493.an estimated accuracy of +/- 6 seconds.
 TJ0493
 TJ0493.The orthometric height was determined by differential leveling
 TJ0493.and adjusted by the National Geodetic Survey in June 1991..
 TJ0493
 TJ0493.The geoid height was determined by GEOID03.
 TJ0493
 TJ0493.The dynamic height is computed by dividing the NAVD 88
 TJ0493.geopotential number by the normal gravity value computed on the
 TJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0493.degrees latitude (g = 980.6199 gals.).
 TJ0493
 TJ0493.The modeled gravity was interpolated from observed gravity values.
 TJ0493
 TJ0493;                    North         East    Units  Estimated Accuracy
 TJ0493;SPC MT       -   469,210.      762,630.      MT  (+/- 180 meters Scaled)
 TJ0493
 TJ0493                          SUPERSEDED SURVEY CONTROL
 TJ0493
 TJ0493.No superseded survey control is available for this station.
 TJ0493
 TJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP298690(NAD 83)
 TJ0493_MARKER: I = METAL ROD
 TJ0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0493_SP_SET: STAINLESS STEEL ROD
 TJ0493_STAMPING: C 540 1980
 TJ0493_MARK LOGO: NGS   
 TJ0493_PROJECTION: FLUSH
 TJ0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0493_ROD/PIPE-DEPTH: 9.8  meters
 TJ0493
 TJ0493  HISTORY     - Date     Condition        Report By
 TJ0493  HISTORY     - 1980     MONUMENTED       NGS
 TJ0493
 TJ0493                          STATION DESCRIPTION
 TJ0493
 TJ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0493'3.2 KM (2.0 MI) EAST FROM SACO.
 TJ0493'3.2 KM (2.0 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TJ0493'IN SACO, AT A GRAVELED ROAD LEADING NORTH, AT THE PHILLIPS-VALLEY
 TJ0493'COUNTY LINE, AT A TELEPHONE LINE CROSSING THE HIGHWAY, 19.1 METERS
 TJ0493'(62.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.3 METERS (40.3
 TJ0493'FT) WEST OF THE CENTER OF THE ROAD, 8.1 METERS (26.5 FT) NORTH OF A
 TJ0493'SIGN PHILLIPS COUNTY, 2.7 METERS (9.0 FT) SOUTHEAST OF A UTILITY
 TJ0493'POLE, AND 1.4 METERS (4.7 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS
 TJ0493'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0493'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TJ0493'THE MARK IS 2.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0515 ***********************************************************************
 TJ0515  DESIGNATION -  C 541
 TJ0515  PID         -  TJ0515
 TJ0515  STATE/COUNTY-  MT/VALLEY
 TJ0515  USGS QUAD   -  VANDALIA (1978)
 TJ0515
 TJ0515                         *CURRENT SURVEY CONTROL
 TJ0515  ___________________________________________________________________
 TJ0515* NAD 83(1986)-  48 21 15.     (N)    106 54 35.     (W)     SCALED    
 TJ0515* NAVD 88     -       647.750  (meters)    2125.16   (feet)  ADJUSTED  
 TJ0515  ___________________________________________________________________
 TJ0515  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 TJ0515  DYNAMIC HT  -         647.829 (meters)    2125.42  (feet)  COMP
 TJ0515  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 TJ0515
 TJ0515  VERT ORDER  -  FIRST     CLASS II
 TJ0515
 TJ0515.The horizontal coordinates were scaled from a topographic map and have
 TJ0515.an estimated accuracy of +/- 6 seconds.
 TJ0515
 TJ0515.The orthometric height was determined by differential leveling
 TJ0515.and adjusted by the National Geodetic Survey in June 1991..
 TJ0515
 TJ0515.The geoid height was determined by GEOID03.
 TJ0515
 TJ0515.The dynamic height is computed by dividing the NAVD 88
 TJ0515.geopotential number by the normal gravity value computed on the
 TJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0515.degrees latitude (g = 980.6199 gals.).
 TJ0515
 TJ0515.The modeled gravity was interpolated from observed gravity values.
 TJ0515
 TJ0515;                    North         East    Units  Estimated Accuracy
 TJ0515;SPC MT       -   459,230.      791,880.      MT  (+/- 180 meters Scaled)
 TJ0515
 TJ0515                          SUPERSEDED SURVEY CONTROL
 TJ0515
 TJ0515.No superseded survey control is available for this station.
 TJ0515
 TJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP585574(NAD 83)
 TJ0515_MARKER: I = METAL ROD
 TJ0515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0515_SP_SET: STAINLESS STEEL ROD
 TJ0515_STAMPING: C 541 1980
 TJ0515_MARK LOGO: NGS   
 TJ0515_PROJECTION: FLUSH
 TJ0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0515_ROD/PIPE-DEPTH: 7.3  meters
 TJ0515
 TJ0515  HISTORY     - Date     Condition        Report By
 TJ0515  HISTORY     - 1980     MONUMENTED       NGS
 TJ0515
 TJ0515                          STATION DESCRIPTION
 TJ0515
 TJ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0515'18.6 KM (11.6 MI) EAST FROM HINSDALE.
 TJ0515'13.8 KM (8.6 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TJ0515'IN HINSDALE, THENCE 4.8 KM (3.0 MI) SOUTH ALONG A GRAVELED ROAD, AT A
 TJ0515'T-JUNCTION ROAD, 26.2 METERS (86.0 FT) NORTHEAST OF THE NORTHEAST
 TJ0515'RAIL, 12.5 METERS (41.0 FT) SOUTHWEST OF THE CENTER OF THE T-JUNCTION
 TJ0515'ROAD, AND 1.0 METERS (3.3 FT) SOUTHEAST OF A UTILITY POLE.
 TJ0515'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0515'REFUSAL WAS REACHED AT 24.0 FT.
 TJ0515'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TJ0515'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0416 ***********************************************************************
 TH0416  DESIGNATION -  C 542
 TH0416  PID         -  TH0416
 TH0416  STATE/COUNTY-  MT/ROOSEVELT
 TH0416  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0416
 TH0416                         *CURRENT SURVEY CONTROL
 TH0416  ___________________________________________________________________
 TH0416* NAD 83(1986)-  48 04 36.     (N)    105 47 03.     (W)     SCALED    
 TH0416* NAVD 88     -       622.174  (meters)    2041.25   (feet)  ADJUSTED  
 TH0416  ___________________________________________________________________
 TH0416  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TH0416  DYNAMIC HT  -         622.245 (meters)    2041.48  (feet)  COMP
 TH0416  MODELED GRAV-     980,706.1   (mgal)                       NAVD 88
 TH0416
 TH0416  VERT ORDER  -  FIRST     CLASS II
 TH0416
 TH0416.The horizontal coordinates were scaled from a topographic map and have
 TH0416.an estimated accuracy of +/- 6 seconds.
 TH0416
 TH0416.The orthometric height was determined by differential leveling
 TH0416.and adjusted by the National Geodetic Survey in June 1991..
 TH0416
 TH0416.The geoid height was determined by GEOID03.
 TH0416
 TH0416.The dynamic height is computed by dividing the NAVD 88
 TH0416.geopotential number by the normal gravity value computed on the
 TH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0416.degrees latitude (g = 980.6199 gals.).
 TH0416
 TH0416.The modeled gravity was interpolated from observed gravity values.
 TH0416
 TH0416;                    North         East    Units  Estimated Accuracy
 TH0416;SPC MT       -   431,780.      876,660.      MT  (+/- 180 meters Scaled)
 TH0416
 TH0416                          SUPERSEDED SURVEY CONTROL
 TH0416
 TH0416.No superseded survey control is available for this station.
 TH0416
 TH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP415251(NAD 83)
 TH0416_MARKER: I = METAL ROD
 TH0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0416_SP_SET: STAINLESS STEEL ROD
 TH0416_STAMPING: C 542 1980
 TH0416_MARK LOGO: NGS   
 TH0416_PROJECTION: FLUSH
 TH0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0416_ROD/PIPE-DEPTH: 7.3  meters
 TH0416
 TH0416  HISTORY     - Date     Condition        Report By
 TH0416  HISTORY     - 1980     MONUMENTED       NGS
 TH0416
 TH0416                          STATION DESCRIPTION
 TH0416
 TH0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0416'11.1 KM (6.9 MI) WEST FROM WOLF POINT.
 TH0416'11.1 KM (6.9 MI) WEST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TH0416'STATE HIGHWAY 13W IN WOLF POINT, 0.2 KM (0.1 MI) WEST OF MILE POST
 TH0416'584, 24.2 METERS (79.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 TH0416'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM
 TH0416'POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0416'THE MARK IS 0.4 METERS  NNW FROM A WITNESS POST.
 TH0416'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0442 ***********************************************************************
 TH0442  DESIGNATION -  C 543
 TH0442  PID         -  TH0442
 TH0442  STATE/COUNTY-  MT/ROOSEVELT
 TH0442  USGS QUAD   -  NICKWALL (1972)
 TH0442
 TH0442                         *CURRENT SURVEY CONTROL
 TH0442  ___________________________________________________________________
 TH0442* NAD 83(1986)-  48 07 09.     (N)    105 15 17.     (W)     SCALED    
 TH0442* NAVD 88     -       598.092  (meters)    1962.24   (feet)  ADJUSTED  
 TH0442  ___________________________________________________________________
 TH0442  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TH0442  DYNAMIC HT  -         598.167 (meters)    1962.49  (feet)  COMP
 TH0442  MODELED GRAV-     980,717.5   (mgal)                       NAVD 88
 TH0442
 TH0442  VERT ORDER  -  FIRST     CLASS II
 TH0442
 TH0442.The horizontal coordinates were scaled from a topographic map and have
 TH0442.an estimated accuracy of +/- 6 seconds.
 TH0442
 TH0442.The orthometric height was determined by differential leveling
 TH0442.and adjusted by the National Geodetic Survey in June 1991..
 TH0442
 TH0442.The geoid height was determined by GEOID03.
 TH0442
 TH0442.The dynamic height is computed by dividing the NAVD 88
 TH0442.geopotential number by the normal gravity value computed on the
 TH0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0442.degrees latitude (g = 980.6199 gals.).
 TH0442
 TH0442.The modeled gravity was interpolated from observed gravity values.
 TH0442
 TH0442;                    North         East    Units  Estimated Accuracy
 TH0442;SPC MT       -   438,500.      915,790.      MT  (+/- 180 meters Scaled)
 TH0442
 TH0442                          SUPERSEDED SURVEY CONTROL
 TH0442
 TH0442.No superseded survey control is available for this station.
 TH0442
 TH0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP810295(NAD 83)
 TH0442_MARKER: I = METAL ROD
 TH0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0442_SP_SET: STAINLESS STEEL ROD
 TH0442_STAMPING: C 543 1980
 TH0442_MARK LOGO: NGS   
 TH0442_PROJECTION: FLUSH
 TH0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0442_ROD/PIPE-DEPTH: 7.3  meters
 TH0442
 TH0442  HISTORY     - Date     Condition        Report By
 TH0442  HISTORY     - 1980     MONUMENTED       NGS
 TH0442
 TH0442                          STATION DESCRIPTION
 TH0442
 TH0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0442'4.9 KM (3.05 MI) WEST FROM POPLAR.
 TH0442'4.9 KM (3.05 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0442'TRIBAL HEADQUARTERS IN POPLAR, 27.9 METERS (91.5 FT) SOUTH-SOUTHWEST
 TH0442'OF THE CENTERLINE OF THE HIGHWAY, 21.8 METERS (71.4 FT)
 TH0442'SOUTH-SOUTHEAST OF MILE POST 609, 18.7 METERS (61.5 FT)
 TH0442'NORTH-NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 TH0442'AND 2.2 METERS (7.3 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=REFUSAL
 TH0442'WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 TH0442'5-INCH LOGO CAP.
 TH0442'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TH0442'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0452 ***********************************************************************
 TH0452  DESIGNATION -  C 544
 TH0452  PID         -  TH0452
 TH0452  STATE/COUNTY-  MT/ROOSEVELT
 TH0452  USGS QUAD   -  SPROLE (1989)
 TH0452
 TH0452                         *CURRENT SURVEY CONTROL
 TH0452  ___________________________________________________________________
 TH0452* NAD 83(1986)-  48 06 26.     (N)    105 07 24.     (W)     SCALED    
 TH0452* NAVD 88     -       598.254  (meters)    1962.77   (feet)  ADJUSTED  
 TH0452  ___________________________________________________________________
 TH0452  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 TH0452  DYNAMIC HT  -         598.326 (meters)    1963.01  (feet)  COMP
 TH0452  MODELED GRAV-     980,713.9   (mgal)                       NAVD 88
 TH0452
 TH0452  VERT ORDER  -  FIRST     CLASS II
 TH0452
 TH0452.The horizontal coordinates were scaled from a topographic map and have
 TH0452.an estimated accuracy of +/- 6 seconds.
 TH0452
 TH0452.The orthometric height was determined by differential leveling
 TH0452.and adjusted by the National Geodetic Survey in June 1991..
 TH0452
 TH0452.The geoid height was determined by GEOID03.
 TH0452
 TH0452.The dynamic height is computed by dividing the NAVD 88
 TH0452.geopotential number by the normal gravity value computed on the
 TH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0452.degrees latitude (g = 980.6199 gals.).
 TH0452
 TH0452.The modeled gravity was interpolated from observed gravity values.
 TH0452
 TH0452;                    North         East    Units  Estimated Accuracy
 TH0452;SPC MT       -   437,710.      925,630.      MT  (+/- 180 meters Scaled)
 TH0452
 TH0452                          SUPERSEDED SURVEY CONTROL
 TH0452
 TH0452.No superseded survey control is available for this station.
 TH0452
 TH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP908282(NAD 83)
 TH0452_MARKER: DB = BENCH MARK DISK
 TH0452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TH0452_SP_SET: ABUTMENT
 TH0452_STAMPING: C 544 1980
 TH0452_MARK LOGO: NGS   
 TH0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0452
 TH0452  HISTORY     - Date     Condition        Report By
 TH0452  HISTORY     - 1980     MONUMENTED       NGS
 TH0452
 TH0452                          STATION DESCRIPTION
 TH0452
 TH0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0452'5.5 KM (3.4 MI) EAST FROM POPLAR.
 TH0452'5.5 KM (3.4 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0452'TRIBAL HEADQUARTERS IN POPLAR, THENCE 0.3 KM (0.15 MI) SOUTH ALONG
 TH0452'A GRAVEL ROAD, AT A RAILROAD BRIDGE OVERPASS, IN THE SOUTHEAST CORNER
 TH0452'OF THE EAST END OF A BRIDGE ABUTMENT OF RAILROAD BRIDGE 203.3, 1.4
 TH0452'METERS (4.6 FT) SOUTH OF THE NEAR RAIL, AND 0.2 METER (0.5 FT) WEST
 TH0452'OF THE EAST END OF THE BRIDGE.
 TH0452'THE MARK IS 0.5 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0547 ***********************************************************************
 TH0547  DESIGNATION -  C 545
 TH0547  PID         -  TH0547
 TH0547  STATE/COUNTY-  MT/ROOSEVELT
 TH0547  USGS QUAD   -  MC CABE WEST (1983)
 TH0547
 TH0547                         *CURRENT SURVEY CONTROL
 TH0547  ___________________________________________________________________
 TH0547* NAD 83(1986)-  48 13 06.     (N)    104 29 52.     (W)     SCALED    
 TH0547* NAVD 88     -       676.294  (meters)    2218.81   (feet)  ADJUSTED  
 TH0547  ___________________________________________________________________
 TH0547  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 TH0547  DYNAMIC HT  -         676.381 (meters)    2219.09  (feet)  COMP
 TH0547  MODELED GRAV-     980,716.7   (mgal)                       NAVD 88
 TH0547
 TH0547  VERT ORDER  -  FIRST     CLASS II
 TH0547
 TH0547.The horizontal coordinates were scaled from a topographic map and have
 TH0547.an estimated accuracy of +/- 6 seconds.
 TH0547
 TH0547.The orthometric height was determined by differential leveling
 TH0547.and adjusted by the National Geodetic Survey in June 1991..
 TH0547
 TH0547.The geoid height was determined by GEOID03.
 TH0547
 TH0547.The dynamic height is computed by dividing the NAVD 88
 TH0547.geopotential number by the normal gravity value computed on the
 TH0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0547.degrees latitude (g = 980.6199 gals.).
 TH0547
 TH0547.The modeled gravity was interpolated from observed gravity values.
 TH0547
 TH0547;                    North         East    Units  Estimated Accuracy
 TH0547;SPC MT       -   452,820.      971,320.      MT  (+/- 180 meters Scaled)
 TH0547
 TH0547                          SUPERSEDED SURVEY CONTROL
 TH0547
 TH0547.No superseded survey control is available for this station.
 TH0547
 TH0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP373406(NAD 83)
 TH0547_MARKER: I = METAL ROD
 TH0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0547_SP_SET: STAINLESS STEEL ROD
 TH0547_STAMPING: C 545 1980
 TH0547_MARK LOGO: NGS   
 TH0547_PROJECTION: FLUSH
 TH0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0547_ROD/PIPE-DEPTH: 6.7  meters
 TH0547
 TH0547  HISTORY     - Date     Condition        Report By
 TH0547  HISTORY     - 1980     MONUMENTED       NGS
 TH0547
 TH0547                          STATION DESCRIPTION
 TH0547
 TH0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0547'8.1 KM (5.0 MI) NORTH FROM CULBERTSON.
 TH0547'8.1 KM (5.0 MI) NORTH ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 TH0547'U.S. HIGHWAY 2 AND STATE HIGHWAY 16 IN CULBERTSON, 0.6 KM (0.35 MI)
 TH0547'NORTH OF MILE POST 84, 0.3 KM (0.2 MI) NORTH OF A CROSSROADS,
 TH0547'25.0 METERS (82.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 TH0547'AND 20.4 METERS (67.0 FT) NORTH OF A T-FENCE.
 TH0547'NOTE=REFUSAL WAS REACHED AT 22.0 FT.  ACCESS TO THE DATUM
 TH0547'POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0547'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST AND FENCE
 TH0547'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0524 ***********************************************************************
 TH0524  DESIGNATION -  C 547
 TH0524  PID         -  TH0524
 TH0524  STATE/COUNTY-  MT/SHERIDAN
 TH0524  USGS QUAD   -  RESERVE (1988)
 TH0524
 TH0524                         *CURRENT SURVEY CONTROL
 TH0524  ___________________________________________________________________
 TH0524* NAD 83(1986)-  48 32 06.     (N)    104 27 16.     (W)     SCALED    
 TH0524* NAVD 88     -       612.783  (meters)    2010.44   (feet)  ADJUSTED  
 TH0524  ___________________________________________________________________
 TH0524  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TH0524  DYNAMIC HT  -         612.885 (meters)    2010.77  (feet)  COMP
 TH0524  MODELED GRAV-     980,758.1   (mgal)                       NAVD 88
 TH0524
 TH0524  VERT ORDER  -  FIRST     CLASS II
 TH0524
 TH0524.The horizontal coordinates were scaled from a topographic map and have
 TH0524.an estimated accuracy of +/- 6 seconds.
 TH0524
 TH0524.The orthometric height was determined by differential leveling
 TH0524.and adjusted by the National Geodetic Survey in June 1991..
 TH0524
 TH0524.The geoid height was determined by GEOID03.
 TH0524
 TH0524.The dynamic height is computed by dividing the NAVD 88
 TH0524.geopotential number by the normal gravity value computed on the
 TH0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0524.degrees latitude (g = 980.6199 gals.).
 TH0524
 TH0524.The modeled gravity was interpolated from observed gravity values.
 TH0524
 TH0524;                    North         East    Units  Estimated Accuracy
 TH0524;SPC MT       -   488,160.      972,270.      MT  (+/- 180 meters Scaled)
 TH0524
 TH0524                          SUPERSEDED SURVEY CONTROL
 TH0524
 TH0524.No superseded survey control is available for this station.
 TH0524
 TH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP402759(NAD 83)
 TH0524_MARKER: I = METAL ROD
 TH0524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0524_SP_SET: STAINLESS STEEL ROD
 TH0524_STAMPING: C 547 1981
 TH0524_MARK LOGO: NGS   
 TH0524_PROJECTION: FLUSH
 TH0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0524_ROD/PIPE-DEPTH: 4.9  meters
 TH0524
 TH0524  HISTORY     - Date     Condition        Report By
 TH0524  HISTORY     - 1981     MONUMENTED       NGS
 TH0524
 TH0524                          STATION DESCRIPTION
 TH0524
 TH0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0524'5.7 KM (3.55 MI) NORTH FROM MEDICINE LAKE.
 TH0524'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0524'MEDICINE LAKE, THENCE 5.2 KM (3.2 MI) NORTHERLY ALONG STATE HIGHWAY
 TH0524'16, 0.2 KM (0.1 MI) NORTH OF A SIDE ROAD LEADING EAST, 23.3 METERS
 TH0524'(76.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.8
 TH0524'METERS (42.0 FT) NORTHWEST OF MILE POST 61, AND 0.5 METER (1.5 FT)
 TH0524'EAST-SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 TH0524'THROUGH A 5-INCH LOGO CAP.
 TH0524'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 TH0524'THE MARK IS 20 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0499 ***********************************************************************
 TH0499  DESIGNATION -  C 548
 TH0499  PID         -  TH0499
 TH0499  STATE/COUNTY-  MT/SHERIDAN
 TH0499  USGS QUAD   -  PLENTYWOOD (1983)
 TH0499
 TH0499                         *CURRENT SURVEY CONTROL
 TH0499  ___________________________________________________________________
 TH0499* NAD 83(1986)-  48 52 19.     (N)    104 35 00.     (W)     SCALED    
 TH0499* NAVD 88     -       689.052  (meters)    2260.66   (feet)  ADJUSTED  
 TH0499  ___________________________________________________________________
 TH0499  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TH0499  DYNAMIC HT  -         689.172 (meters)    2261.06  (feet)  COMP
 TH0499  MODELED GRAV-     980,762.3   (mgal)                       NAVD 88
 TH0499
 TH0499  VERT ORDER  -  FIRST     CLASS II
 TH0499
 TH0499.The horizontal coordinates were scaled from a topographic map and have
 TH0499.an estimated accuracy of +/- 6 seconds.
 TH0499
 TH0499.The orthometric height was determined by differential leveling
 TH0499.and adjusted by the National Geodetic Survey in June 1991..
 TH0499
 TH0499.The geoid height was determined by GEOID03.
 TH0499
 TH0499.The dynamic height is computed by dividing the NAVD 88
 TH0499.geopotential number by the normal gravity value computed on the
 TH0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0499.degrees latitude (g = 980.6199 gals.).
 TH0499
 TH0499.The modeled gravity was interpolated from observed gravity values.
 TH0499
 TH0499;                    North         East    Units  Estimated Accuracy
 TH0499;SPC MT       -   524,940.      960,420.      MT  (+/- 180 meters Scaled)
 TH0499
 TH0499                          SUPERSEDED SURVEY CONTROL
 TH0499
 TH0499.No superseded survey control is available for this station.
 TH0499
 TH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ305133(NAD 83)
 TH0499_MARKER: I = METAL ROD
 TH0499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0499_SP_SET: STAINLESS STEEL ROD
 TH0499_STAMPING: C 548 1981
 TH0499_MARK LOGO: NGS   
 TH0499_PROJECTION: FLUSH
 TH0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0499_ROD/PIPE-DEPTH: 7.3  meters
 TH0499
 TH0499  HISTORY     - Date     Condition        Report By
 TH0499  HISTORY     - 1981     MONUMENTED       NGS
 TH0499
 TH0499                          STATION DESCRIPTION
 TH0499
 TH0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0499'11.6 KM (7.2 MI) NORTH FROM PLENTYWOOD.
 TH0499'11.6 KM (7.2 MI) NORTHERLY ALONG STATE HIGHWAY 16 FROM THE CITY
 TH0499'HALL IN PLENTYWOOD, AT THE ENTRANCE TO A SMALL PARK AND LAKE IN
 TH0499'THE SMALL TOWN OF RAYMOND, 11.0 METERS (36.0 FT) EAST OF THE
 TH0499'CENTERLINE OF THE HIGHWAY, 5.0 METERS (16.5 FT) NORTH OF THE CENTER
 TH0499'OF THE ENTRANCE ROAD, AND 0.3 METER (1.0 FT) WEST OF A WIRE FENCE.
 TH0499'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0499'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 TH0499'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0566 ***********************************************************************
 TH0566  DESIGNATION -  C 549
 TH0566  PID         -  TH0566
 TH0566  STATE/COUNTY-  MT/ROOSEVELT
 TH0566  USGS QUAD   -  BAINVILLE (1983)
 TH0566
 TH0566                         *CURRENT SURVEY CONTROL
 TH0566  ___________________________________________________________________
 TH0566* NAD 83(1986)-  48 08 50.     (N)    104 10 24.     (W)     SCALED    
 TH0566* NAVD 88     -       609.680  (meters)    2000.26   (feet)  ADJUSTED  
 TH0566  ___________________________________________________________________
 TH0566  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TH0566  DYNAMIC HT  -         609.752 (meters)    2000.49  (feet)  COMP
 TH0566  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 TH0566
 TH0566  VERT ORDER  -  FIRST     CLASS II
 TH0566
 TH0566.The horizontal coordinates were scaled from a topographic map and have
 TH0566.an estimated accuracy of +/- 6 seconds.
 TH0566
 TH0566.The orthometric height was determined by differential leveling
 TH0566.and adjusted by the National Geodetic Survey in June 1991..
 TH0566
 TH0566.The geoid height was determined by GEOID03.
 TH0566
 TH0566.The dynamic height is computed by dividing the NAVD 88
 TH0566.geopotential number by the normal gravity value computed on the
 TH0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0566.degrees latitude (g = 980.6199 gals.).
 TH0566
 TH0566.The modeled gravity was interpolated from observed gravity values.
 TH0566
 TH0566;                    North         East    Units  Estimated Accuracy
 TH0566;SPC MT       -   446,530.      995,900.      MT  (+/- 180 meters Scaled)
 TH0566
 TH0566                          SUPERSEDED SURVEY CONTROL
 TH0566
 TH0566.No superseded survey control is available for this station.
 TH0566
 TH0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP614329(NAD 83)
 TH0566_MARKER: I = METAL ROD
 TH0566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0566_SP_SET: STAINLESS STEEL ROD
 TH0566_STAMPING: C 549 1981
 TH0566_MARK LOGO: NGS   
 TH0566_PROJECTION: FLUSH
 TH0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0566_ROD/PIPE-DEPTH: 5.8  meters
 TH0566
 TH0566  HISTORY     - Date     Condition        Report By
 TH0566  HISTORY     - 1981     MONUMENTED       NGS
 TH0566
 TH0566                          STATION DESCRIPTION
 TH0566
 TH0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0566'26.5 KM (16.45 MI) EAST FROM CULBERTSON.
 TH0566'26.5 KM (16.45 MI) EASTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0566'WITH STATE HIGHWAY 16 IN CULBERTSON, 24.2 METERS (79.5 FT) NORTH OF
 TH0566'THE CENTERLINE OF THE HIGHWAY, 5.3 METERS (17.5 FT) NORTH OF A
 TH0566'HISTORIC PLACK (FORT UNION), 3.7 METERS (12.0 FT) WEST OF A FIELD
 TH0566'ENTRANCE AND 0.3 METER (1.0 FT) SOUTH OF A WIRE FENCE.  NOTE=ACCESS
 TH0566'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0566'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TH0566'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0008 ***********************************************************************
 SU0008  DESIGNATION -  C 55
 SU0008  PID         -  SU0008
 SU0008  STATE/COUNTY-  MT/LAKE
 SU0008  USGS QUAD   -  ELMO (1964)
 SU0008
 SU0008                         *CURRENT SURVEY CONTROL
 SU0008  ___________________________________________________________________
 SU0008* NAD 83(1986)-  47 50 48.     (N)    114 16 35.     (W)     SCALED    
 SU0008* NAVD 88     -       886.981  (meters)    2910.04   (feet)  ADJUSTED  
 SU0008  ___________________________________________________________________
 SU0008  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 SU0008  DYNAMIC HT  -         886.970 (meters)    2910.00  (feet)  COMP
 SU0008  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 SU0008
 SU0008  VERT ORDER  -  FIRST     CLASS II
 SU0008
 SU0008.The horizontal coordinates were scaled from a topographic map and have
 SU0008.an estimated accuracy of +/- 6 seconds.
 SU0008
 SU0008.The orthometric height was determined by differential leveling
 SU0008.and adjusted by the National Geodetic Survey in June 1991..
 SU0008
 SU0008.The geoid height was determined by GEOID03.
 SU0008
 SU0008.The dynamic height is computed by dividing the NAVD 88
 SU0008.geopotential number by the normal gravity value computed on the
 SU0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0008.degrees latitude (g = 980.6199 gals.).
 SU0008
 SU0008.The modeled gravity was interpolated from observed gravity values.
 SU0008
 SU0008;                    North         East    Units  Estimated Accuracy
 SU0008;SPC MT       -   410,550.      242,910.      MT  (+/- 180 meters Scaled)
 SU0008
 SU0008                          SUPERSEDED SURVEY CONTROL
 SU0008
 SU0008  NGVD 29 (??/??/92)  885.883  (m)         2906.43   (f) ADJ UNCH    1 2
 SU0008
 SU0008.Superseded values are not recommended for survey control.
 SU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0008.See file dsdata.txt to determine how the superseded data were derived.
 SU0008
 SU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP037028(NAD 83)
 SU0008_MARKER: DB = BENCH MARK DISK
 SU0008_SETTING: 66 = SET IN ROCK OUTCROP
 SU0008_SP_SET: FLAT ROCK
 SU0008_STAMPING: C 55 1933
 SU0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0008+STABILITY: POSITION/ELEVATION WELL
 SU0008
 SU0008  HISTORY     - Date     Condition        Report By
 SU0008  HISTORY     - 1933     MONUMENTED       CGS
 SU0008  HISTORY     - 1979     GOOD             NGS
 SU0008
 SU0008                          STATION DESCRIPTION
 SU0008
 SU0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0008'1.4 MI SW FROM DAYTON.
 SU0008'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 SU0008'DAYTON, LAKE COUNTY, 295 FEET SOUTH OF THE SOUTH ONE OF TWO ROCK CUTS
 SU0008'ON A HIGHWAY CURVE, 68 FEET SOUTHEAST OF THE JUNCTION OF A RAVINE AND
 SU0008'THE HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 SU0008'EDGE OF AN ABANDONED HIGHWAY, AND IN THE TOP OF A FLAT ROCK.  A
 SU0008'STANDARD DISK, STAMPED C 55 1933.
 SU0008
 SU0008                          STATION RECOVERY (1979)
 SU0008
 SU0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0008'1.5 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN DAYTON,
 SU0008'SET IN TOP OF OUTCROP 0.1 MILE SOUTH OF THE SOUTH END OF A CURVE,
 SU0008'295 FEET SOUTH OF THE FIRST AND NORTHERLY ROCK CUT AFTER THE CURVE,
 SU0008'68 FEET SOUTHEAST OF THE JUNCTION OF A RAVINE AND THE HIGHWAY, 53
 SU0008'FEET NORTH OF THE POWER POLE NUMBER 154840 WITH ONE GUY WIRE, 32.5
 SU0008'FEET NORTH OF THE CENTERLINE OF AN ENTRANCE ROAD TO THE OLD ROAD BED
 SU0008'AND 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 SU0008'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0277 ***********************************************************************
 SP0277  DESIGNATION -  C 550
 SP0277  PID         -  SP0277
 SP0277  STATE/COUNTY-  MT/RICHLAND
 SP0277  USGS QUAD   -  KNIFE RIVER MINE (1974)
 SP0277
 SP0277                         *CURRENT SURVEY CONTROL
 SP0277  ___________________________________________________________________
 SP0277* NAD 83(1986)-  47 22 45.     (N)    104 25 19.     (W)     SCALED    
 SP0277* NAVD 88     -       619.723  (meters)    2033.21   (feet)  ADJUSTED  
 SP0277  ___________________________________________________________________
 SP0277  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 SP0277  DYNAMIC HT  -         619.765 (meters)    2033.35  (feet)  COMP
 SP0277  MODELED GRAV-     980,659.9   (mgal)                       NAVD 88
 SP0277
 SP0277  VERT ORDER  -  FIRST     CLASS II
 SP0277
 SP0277.The horizontal coordinates were scaled from a topographic map and have
 SP0277.an estimated accuracy of +/- 6 seconds.
 SP0277
 SP0277.The orthometric height was determined by differential leveling
 SP0277.and adjusted by the National Geodetic Survey in June 1991..
 SP0277
 SP0277.The geoid height was determined by GEOID03.
 SP0277
 SP0277.The dynamic height is computed by dividing the NAVD 88
 SP0277.geopotential number by the normal gravity value computed on the
 SP0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0277.degrees latitude (g = 980.6199 gals.).
 SP0277
 SP0277.The modeled gravity was interpolated from observed gravity values.
 SP0277
 SP0277;                    North         East    Units  Estimated Accuracy
 SP0277;SPC MT       -   360,130.      982,980.      MT  (+/- 180 meters Scaled)
 SP0277
 SP0277                          SUPERSEDED SURVEY CONTROL
 SP0277
 SP0277.No superseded survey control is available for this station.
 SP0277
 SP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN436474(NAD 83)
 SP0277_MARKER: I = METAL ROD
 SP0277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0277_SP_SET: STAINLESS STEEL ROD
 SP0277_STAMPING: C 550 1981
 SP0277_MARK LOGO: NGS   
 SP0277_PROJECTION: FLUSH
 SP0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0277_ROD/PIPE-DEPTH: 4.9  meters
 SP0277
 SP0277  HISTORY     - Date     Condition        Report By
 SP0277  HISTORY     - 1981     MONUMENTED       NGS
 SP0277
 SP0277                          STATION DESCRIPTION
 SP0277
 SP0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0277'10.8 KM (6.7 MI) SW FROM SAVAGE.
 SP0277'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0277'SAVAGE, THENCE 10.4 KM (6.45 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 16,
 SP0277'25.0 METERS (82.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SP0277'6.4 METERS (21.0 FT) SOUTH-SOUTHWEST OF A FIELD ENTRANCE AND 0.3 METER
 SP0277'(1.0 FT) EAST-SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 SP0277'THROUGH A 5-INCH LOGO CAP.
 SP0277'THE MARK IS 0.2 METERS  SSW FROM A WITNESS POST.
 SP0277'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0253 ***********************************************************************
 SP0253  DESIGNATION -  C 551
 SP0253  PID         -  SP0253
 SP0253  STATE/COUNTY-  MT/DAWSON
 SP0253  USGS QUAD   -  GLENDIVE (1967)
 SP0253
 SP0253                         *CURRENT SURVEY CONTROL
 SP0253  ___________________________________________________________________
 SP0253* NAD 83(1986)-  47 06 54.     (N)    104 44 02.     (W)     SCALED    
 SP0253* NAVD 88     -       638.952  (meters)    2096.30   (feet)  ADJUSTED  
 SP0253  ___________________________________________________________________
 SP0253  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 SP0253  DYNAMIC HT  -         638.969 (meters)    2096.35  (feet)  COMP
 SP0253  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 SP0253
 SP0253  VERT ORDER  -  FIRST     CLASS II
 SP0253
 SP0253.The horizontal coordinates were scaled from a topographic map and have
 SP0253.an estimated accuracy of +/- 6 seconds.
 SP0253
 SP0253.The orthometric height was determined by differential leveling
 SP0253.and adjusted by the National Geodetic Survey in June 1991..
 SP0253
 SP0253.The geoid height was determined by GEOID03.
 SP0253
 SP0253.The dynamic height is computed by dividing the NAVD 88
 SP0253.geopotential number by the normal gravity value computed on the
 SP0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0253.degrees latitude (g = 980.6199 gals.).
 SP0253
 SP0253.The modeled gravity was interpolated from observed gravity values.
 SP0253
 SP0253;                    North         East    Units  Estimated Accuracy
 SP0253;SPC MT       -   329,350.      961,270.      MT  (+/- 180 meters Scaled)
 SP0253
 SP0253                          SUPERSEDED SURVEY CONTROL
 SP0253
 SP0253.No superseded survey control is available for this station.
 SP0253
 SP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN201179(NAD 83)
 SP0253_MARKER: DB = BENCH MARK DISK
 SP0253_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SP0253_SP_SET: PIER
 SP0253_STAMPING: C 551 1981
 SP0253_MARK LOGO: NGS   
 SP0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0253
 SP0253  HISTORY     - Date     Condition        Report By
 SP0253  HISTORY     - 1981     MONUMENTED       NGS
 SP0253
 SP0253                          STATION DESCRIPTION
 SP0253
 SP0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0253'IN GLENDIVE.
 SP0253'IN GLENDIVE, AT THE INTERSECTION OF STATE HIGHWAY 16 AND INTERSTATE
 SP0253'HIGHWAY 94, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1
 SP0253'OF 3 PIERS OF THE WEST BOUND OVERPASS OF INTERSTATE HIGHWAY 94, 9.8
 SP0253'METERS (32.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 SP0253'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0373 ***********************************************************************
 RT0373  DESIGNATION -  C 552
 RT0373  PID         -  RT0373
 RT0373  STATE/COUNTY-  MT/CUSTER
 RT0373  USGS QUAD   -  KINSEY (1980)
 RT0373
 RT0373                         *CURRENT SURVEY CONTROL
 RT0373  ___________________________________________________________________
 RT0373* NAD 83(1986)-  46 31 04.     (N)    105 41 15.     (W)     SCALED    
 RT0373* NAVD 88     -       796.352  (meters)    2612.70   (feet)  ADJUSTED  
 RT0373  ___________________________________________________________________
 RT0373  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RT0373  DYNAMIC HT  -         796.297 (meters)    2612.52  (feet)  COMP
 RT0373  MODELED GRAV-     980,518.7   (mgal)                       NAVD 88
 RT0373
 RT0373  VERT ORDER  -  FIRST     CLASS II
 RT0373
 RT0373.The horizontal coordinates were scaled from a topographic map and have
 RT0373.an estimated accuracy of +/- 6 seconds.
 RT0373
 RT0373.The orthometric height was determined by differential leveling
 RT0373.and adjusted by the National Geodetic Survey in June 1991..
 RT0373
 RT0373.The geoid height was determined by GEOID03.
 RT0373
 RT0373.The dynamic height is computed by dividing the NAVD 88
 RT0373.geopotential number by the normal gravity value computed on the
 RT0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0373.degrees latitude (g = 980.6199 gals.).
 RT0373
 RT0373.The modeled gravity was interpolated from observed gravity values.
 RT0373
 RT0373;                    North         East    Units  Estimated Accuracy
 RT0373;SPC MT       -   259,120.      892,280.      MT  (+/- 180 meters Scaled)
 RT0373
 RT0373                          SUPERSEDED SURVEY CONTROL
 RT0373
 RT0373.No superseded survey control is available for this station.
 RT0373
 RT0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM472518(NAD 83)
 RT0373_MARKER: I = METAL ROD
 RT0373_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RT0373_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RT0373_STAMPING: C 552 1981
 RT0373_MARK LOGO: NGS   
 RT0373_PROJECTION: FLUSH
 RT0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0373+STABILITY: POSITION/ELEVATION WELL
 RT0373_ROD/PIPE-DEPTH: 22.3 meters
 RT0373_SLEEVE-DEPTH  : 12.2 meters
 RT0373
 RT0373  HISTORY     - Date     Condition        Report By
 RT0373  HISTORY     - 1981     MONUMENTED       NGS
 RT0373
 RT0373                          STATION DESCRIPTION
 RT0373
 RT0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0373'17.9 KM (11.1 MI) NE FROM MILES CITY.
 RT0373'12.1 KM (7.55 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0373'FROM THE RAILROAD STATION IN MILES CITY, THENCE 5.7 KM (3.55 MI)
 RT0373'NORTHEASTERLY ALONG U.S. HIGHWAY 10, AT THE JUNCTION OF INTERSTATE
 RT0373'HIGHWAY 94, 30.8 METERS (101.0 FT) EAST OF MILE POST 9, 23.8 METERS
 RT0373'(78.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.2 METERS (20.2
 RT0373'FT) SOUTHWEST OF A FENCE CORNER AND 0.7 METER (2.2 FT) NORTHWEST OF A
 RT0373'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RT0373'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 RT0373'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0397 ***********************************************************************
 QW0397  DESIGNATION -  C 553
 QW0397  PID         -  QW0397
 QW0397  STATE/COUNTY-  MT/YELLOWSTONE
 QW0397  USGS QUAD   -  YEGEN (1975)
 QW0397
 QW0397                         *CURRENT SURVEY CONTROL
 QW0397  ___________________________________________________________________
 QW0397* NAD 83(1986)-  45 44 52.     (N)    108 34 21.     (W)     SCALED    
 QW0397* NAVD 88     -       971.302  (meters)    3186.68   (feet)  ADJUSTED  
 QW0397  ___________________________________________________________________
 QW0397  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 QW0397  DYNAMIC HT  -         971.097 (meters)    3186.01  (feet)  COMP
 QW0397  MODELED GRAV-     980,371.8   (mgal)                       NAVD 88
 QW0397
 QW0397  VERT ORDER  -  FIRST     CLASS II
 QW0397
 QW0397.The horizontal coordinates were scaled from a topographic map and have
 QW0397.an estimated accuracy of +/- 6 seconds.
 QW0397
 QW0397.The orthometric height was determined by differential leveling
 QW0397.and adjusted by the National Geodetic Survey in June 1991..
 QW0397
 QW0397.The geoid height was determined by GEOID03.
 QW0397
 QW0397.The dynamic height is computed by dividing the NAVD 88
 QW0397.geopotential number by the normal gravity value computed on the
 QW0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0397.degrees latitude (g = 980.6199 gals.).
 QW0397
 QW0397.The modeled gravity was interpolated from observed gravity values.
 QW0397
 QW0397;                    North         East    Units  Estimated Accuracy
 QW0397;SPC MT       -   166,880.      672,150.      MT  (+/- 180 meters Scaled)
 QW0397
 QW0397                          SUPERSEDED SURVEY CONTROL
 QW0397
 QW0397.No superseded survey control is available for this station.
 QW0397
 QW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR888688(NAD 83)
 QW0397_MARKER: I = METAL ROD
 QW0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0397_SP_SET: STAINLESS STEEL ROD
 QW0397_STAMPING: C 553 1981
 QW0397_MARK LOGO: NGS   
 QW0397_PROJECTION: FLUSH
 QW0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0397_ROD/PIPE-DEPTH: 7.9  meters
 QW0397
 QW0397  HISTORY     - Date     Condition        Report By
 QW0397  HISTORY     - 1981     MONUMENTED       NGS
 QW0397
 QW0397                          STATION DESCRIPTION
 QW0397
 QW0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0397'7.0 KM (4.35 MI) SW FROM BILLINGS.
 QW0397'7.0 KM (4.35 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0397'FROM THE RAILROAD STATION IN BILLINGS, 0.6 KM (0.35 MI) NORTHEAST OF
 QW0397'HIGHWAY MILE POST 445, AT A HIGHWAY CROSSOVER, 48.5 METERS (159.0 FT)
 QW0397'EAST-SOUTHEAST OF MILE POST 4, 32.3 METERS (106.0 FT) SOUTHEAST OF THE
 QW0397'NEAR RAIL, 13.5 METERS (44.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 QW0397'WEST BOUND LANES OF INTERSTATE HIGHWAY 90, AND 1.1 METERS (3.5 FT)
 QW0397'SOUTHEAST OF UTILITY POLE NUMBER 124.  NOTE=ACCESS TO THE DATUM POINT
 QW0397'IS THROUGH A 5-INCH LOGO CAP.
 QW0397'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 QW0397'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0415 ***********************************************************************
 RU0415  DESIGNATION -  C 554
 RU0415  PID         -  RU0415
 RU0415  STATE/COUNTY-  MT/YELLOWSTONE
 RU0415  USGS QUAD   -  WACO (1980)
 RU0415
 RU0415                         *CURRENT SURVEY CONTROL
 RU0415  ___________________________________________________________________
 RU0415* NAD 83(1986)-  46 04 32.     (N)    107 41 38.     (W)     SCALED    
 RU0415* NAVD 88     -       847.275  (meters)    2779.77   (feet)  ADJUSTED  
 RU0415  ___________________________________________________________________
 RU0415  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 RU0415  DYNAMIC HT  -         847.146 (meters)    2779.34  (feet)  COMP
 RU0415  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 RU0415
 RU0415  VERT ORDER  -  FIRST     CLASS II
 RU0415
 RU0415.The horizontal coordinates were scaled from a topographic map and have
 RU0415.an estimated accuracy of +/- 6 seconds.
 RU0415
 RU0415.The orthometric height was determined by differential leveling
 RU0415.and adjusted by the National Geodetic Survey in June 1991..
 RU0415
 RU0415.The geoid height was determined by GEOID03.
 RU0415
 RU0415.The dynamic height is computed by dividing the NAVD 88
 RU0415.geopotential number by the normal gravity value computed on the
 RU0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0415.degrees latitude (g = 980.6199 gals.).
 RU0415
 RU0415.The modeled gravity was interpolated from observed gravity values.
 RU0415
 RU0415;                    North         East    Units  Estimated Accuracy
 RU0415;SPC MT       -   204,480.      739,640.      MT  (+/- 180 meters Scaled)
 RU0415
 RU0415                          SUPERSEDED SURVEY CONTROL
 RU0415
 RU0415.No superseded survey control is available for this station.
 RU0415
 RU0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM916059(NAD 83)
 RU0415_MARKER: I = METAL ROD
 RU0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0415_SP_SET: STAINLESS STEEL ROD
 RU0415_STAMPING: C 554 1981
 RU0415_MARK LOGO: NGS   
 RU0415_PROJECTION: FLUSH
 RU0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0415_ROD/PIPE-DEPTH: 7.3  meters
 RU0415
 RU0415  HISTORY     - Date     Condition        Report By
 RU0415  HISTORY     - 1981     MONUMENTED       NGS
 RU0415
 RU0415                          STATION DESCRIPTION
 RU0415
 RU0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0415'12.5 KM (7.75 MI) SW FROM CUSTER.
 RU0415'12.5 KM (7.75 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0415'FROM THE RAILROAD STATION IN CUSTER, 0.1 KM (0.05 MI) NORTHEAST OF
 RU0415'HIGHWAY MILE POST 510, 0.2 KM (0.1 MI) SOUTHWEST OF MILE POST 180,
 RU0415'61.6 METERS (202.0 FT) SOUTHEAST OF THE NEAR RAIL, 16.0 METERS (52.5
 RU0415'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.0 FT)
 RU0415'NORTHEAST OF A DRIVEWAY LEADING SOUTH TO THE D. CHURCH FARM, 7.7
 RU0415'METERS (25.3 FT) NORTHEAST OF UTILITY POLE NUMBER 2, AND 6.7 METERS
 RU0415'(22.0 FT) NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 RU0415'IS THROUGH A 5-INCH LOGO CAP.
 RU0415'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 RU0415'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0439 ***********************************************************************
 RU0439  DESIGNATION -  C 555
 RU0439  PID         -  RU0439
 RU0439  STATE/COUNTY-  MT/TREASURE
 RU0439  USGS QUAD   -  SCRAPER COULEE (1984)
 RU0439
 RU0439                         *CURRENT SURVEY CONTROL
 RU0439  ___________________________________________________________________
 RU0439* NAD 83(1986)-  46 14 28.     (N)    107 14 24.     (W)     SCALED    
 RU0439* NAVD 88     -       857.800  (meters)    2814.30   (feet)  ADJUSTED  
 RU0439  ___________________________________________________________________
 RU0439  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 RU0439  DYNAMIC HT  -         857.692 (meters)    2813.94  (feet)  COMP
 RU0439  MODELED GRAV-     980,460.1   (mgal)                       NAVD 88
 RU0439
 RU0439  VERT ORDER  -  FIRST     CLASS II
 RU0439
 RU0439.The horizontal coordinates were scaled from a topographic map and have
 RU0439.an estimated accuracy of +/- 6 seconds.
 RU0439
 RU0439.The orthometric height was determined by differential leveling
 RU0439.and adjusted by the National Geodetic Survey in June 1991..
 RU0439
 RU0439.The geoid height was determined by GEOID03.
 RU0439
 RU0439.The dynamic height is computed by dividing the NAVD 88
 RU0439.geopotential number by the normal gravity value computed on the
 RU0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0439.degrees latitude (g = 980.6199 gals.).
 RU0439
 RU0439.The modeled gravity was interpolated from observed gravity values.
 RU0439
 RU0439;                    North         East    Units  Estimated Accuracy
 RU0439;SPC MT       -   223,780.      774,190.      MT  (+/- 180 meters Scaled)
 RU0439
 RU0439                          SUPERSEDED SURVEY CONTROL
 RU0439
 RU0439.No superseded survey control is available for this station.
 RU0439
 RU0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM273232(NAD 83)
 RU0439_MARKER: I = METAL ROD
 RU0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0439_SP_SET: STAINLESS STEEL ROD
 RU0439_STAMPING: C 555 1981
 RU0439_MARK LOGO: NGS   
 RU0439_PROJECTION: FLUSH
 RU0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0439_ROD/PIPE-DEPTH: 8.5  meters
 RU0439
 RU0439  HISTORY     - Date     Condition        Report By
 RU0439  HISTORY     - 1981     MONUMENTED       NGS
 RU0439
 RU0439                          STATION DESCRIPTION
 RU0439
 RU0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0439'7.6 KM (4.75 MI) SW FROM HYSHAM.
 RU0439'1.0 KM (0.6 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0439'THE RAILROAD STATION IN HYSHAM, THENCE 4.1 KM (2.55 MI) SOUTH ALONG A
 RU0439'PAVED ROAD, THENCE 2.6 KM (1.6 MI) SOUTHWESTERLY ALONG INTERSTATE
 RU0439'HIGHWAY 94, 0.6 KM (0.35 MI) NORTHEAST OF MILE POST 66, AND 28.3
 RU0439'METERS (93.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND
 RU0439'LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 RU0439'5-INCH LOGO CAP.
 RU0439'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 RU0439'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0464 ***********************************************************************
 RU0464  DESIGNATION -  C 556
 RU0464  PID         -  RU0464
 RU0464  STATE/COUNTY-  MT/ROSEBUD
 RU0464  USGS QUAD   -  ROSEBUD (1968)
 RU0464
 RU0464                         *CURRENT SURVEY CONTROL
 RU0464  ___________________________________________________________________
 RU0464* NAD 83(1986)-  46 16 00.     (N)    106 24 41.     (W)     SCALED    
 RU0464* NAVD 88     -       808.337  (meters)    2652.02   (feet)  ADJUSTED  
 RU0464  ___________________________________________________________________
 RU0464  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 RU0464  DYNAMIC HT  -         808.259 (meters)    2651.76  (feet)  COMP
 RU0464  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 RU0464
 RU0464  VERT ORDER  -  FIRST     CLASS II
 RU0464
 RU0464.The horizontal coordinates were scaled from a topographic map and have
 RU0464.an estimated accuracy of +/- 6 seconds.
 RU0464
 RU0464.The orthometric height was determined by differential leveling
 RU0464.and adjusted by the National Geodetic Survey in June 1991..
 RU0464
 RU0464.The geoid height was determined by GEOID03.
 RU0464
 RU0464.The dynamic height is computed by dividing the NAVD 88
 RU0464.geopotential number by the normal gravity value computed on the
 RU0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0464.degrees latitude (g = 980.6199 gals.).
 RU0464
 RU0464.The modeled gravity was interpolated from observed gravity values.
 RU0464
 RU0464;                    North         East    Units  Estimated Accuracy
 RU0464;SPC MT       -   228,800.      837,920.      MT  (+/- 180 meters Scaled)
 RU0464
 RU0464                          SUPERSEDED SURVEY CONTROL
 RU0464
 RU0464.No superseded survey control is available for this station.
 RU0464
 RU0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM912246(NAD 83)
 RU0464_MARKER: I = METAL ROD
 RU0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0464_SP_SET: STAINLESS STEEL ROD
 RU0464_STAMPING: C 556 1981
 RU0464_MARK LOGO: NGS   
 RU0464_PROJECTION: FLUSH
 RU0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0464_ROD/PIPE-DEPTH: 4.9  meters
 RU0464
 RU0464  HISTORY     - Date     Condition        Report By
 RU0464  HISTORY     - 1981     MONUMENTED       NGS
 RU0464
 RU0464                          STATION DESCRIPTION
 RU0464
 RU0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0464'3.5 KM (2.15 MI) EAST FROM ROSEBUD.
 RU0464'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0464'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 2.1
 RU0464'KM (1.3 MI) SOUTHEAST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0464'ROAD), THENCE 0.9 KM (0.55 MI) EASTERLY ALONG OLD U.S. HIGHWAYS 10 AND
 RU0464'12 (FRONTAGE ROAD), 0.2 KM (0.15 MI WEST OF MILE POST 581, AND 11.5
 RU0464'METERS (37.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS
 RU0464'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0464'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 RU0464'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0398 ***********************************************************************
 RT0398  DESIGNATION -  C 557
 RT0398  PID         -  RT0398
 RT0398  STATE/COUNTY-  MT/CUSTER
 RT0398  USGS QUAD   -  LIGNITE CREEK (1980)
 RT0398
 RT0398                         *CURRENT SURVEY CONTROL
 RT0398  ___________________________________________________________________
 RT0398* NAD 83(1986)-  46 20 54.     (N)    105 55 48.     (W)     SCALED    
 RT0398* NAVD 88     -       727.046  (meters)    2385.32   (feet)  ADJUSTED  
 RT0398  ___________________________________________________________________
 RT0398  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RT0398  DYNAMIC HT  -         726.986 (meters)    2385.12  (feet)  COMP
 RT0398  MODELED GRAV-     980,507.8   (mgal)                       NAVD 88
 RT0398
 RT0398  VERT ORDER  -  FIRST     CLASS II
 RT0398
 RT0398.The horizontal coordinates were scaled from a topographic map and have
 RT0398.an estimated accuracy of +/- 6 seconds.
 RT0398
 RT0398.The orthometric height was determined by differential leveling
 RT0398.and adjusted by the National Geodetic Survey in June 1991..
 RT0398
 RT0398.The geoid height was determined by GEOID03.
 RT0398
 RT0398.The dynamic height is computed by dividing the NAVD 88
 RT0398.geopotential number by the normal gravity value computed on the
 RT0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0398.degrees latitude (g = 980.6199 gals.).
 RT0398
 RT0398.The modeled gravity was interpolated from observed gravity values.
 RT0398
 RT0398;                    North         East    Units  Estimated Accuracy
 RT0398;SPC MT       -   239,440.      874,560.      MT  (+/- 180 meters Scaled)
 RT0398
 RT0398                          SUPERSEDED SURVEY CONTROL
 RT0398
 RT0398.No superseded survey control is available for this station.
 RT0398
 RT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM284331(NAD 83)
 RT0398_MARKER: I = METAL ROD
 RT0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0398_SP_SET: STAINLESS STEEL ROD
 RT0398_STAMPING: C 557 1981
 RT0398_MARK LOGO: NGS   
 RT0398_PROJECTION: FLUSH
 RT0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0398_ROD/PIPE-DEPTH: 9.7  meters
 RT0398
 RT0398  HISTORY     - Date     Condition        Report By
 RT0398  HISTORY     - 1981     MONUMENTED       NGS
 RT0398
 RT0398                          STATION DESCRIPTION
 RT0398
 RT0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0398'9.3 KM (5.8 MI) SW FROM MILES CITY.
 RT0398'2.6 KM (1.6 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0398'FROM THE RAILROAD STATION IN MILES CITY, THENCE 1.4 KM (0.9 MI) SOUTH
 RT0398'ALONG U.S. HIGHWAYS 10, 12 AND 312, THENCE 5.3 KM (3.3 MI)
 RT0398'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 94, 0.4 KM (0.25 MI) NORTHEAST
 RT0398'OF MILE POST 132, 60.0 METERS (197.0 FT) SOUTHWEST OF RIGHT-OF-WAY
 RT0398'MARKER NUMBER 80, AND 33.8 METERS (111.0 FT) NORTHWEST OF THE
 RT0398'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE
 RT0398'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RT0398'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 RT0398'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0332 ***********************************************************************
 SP0332  DESIGNATION -  C 558
 SP0332  PID         -  SP0332
 SP0332  STATE/COUNTY-  MT/DAWSON
 SP0332  USGS QUAD   -  ALLARD (1967)
 SP0332
 SP0332                         *CURRENT SURVEY CONTROL
 SP0332  ___________________________________________________________________
 SP0332* NAD 83(1986)-  47 05 17.     (N)    104 31 43.     (W)     SCALED    
 SP0332* NAVD 88     -       726.778  (meters)    2384.44   (feet)  ADJUSTED  
 SP0332  ___________________________________________________________________
 SP0332  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 SP0332  DYNAMIC HT  -         726.797 (meters)    2384.50  (feet)  COMP
 SP0332  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 SP0332
 SP0332  VERT ORDER  -  FIRST     CLASS II
 SP0332
 SP0332.The horizontal coordinates were scaled from a topographic map and have
 SP0332.an estimated accuracy of +/- 6 seconds.
 SP0332
 SP0332.The orthometric height was determined by differential leveling
 SP0332.and adjusted by the National Geodetic Survey in June 1991..
 SP0332
 SP0332.The geoid height was determined by GEOID03.
 SP0332
 SP0332.The dynamic height is computed by dividing the NAVD 88
 SP0332.geopotential number by the normal gravity value computed on the
 SP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0332.degrees latitude (g = 980.6199 gals.).
 SP0332
 SP0332.The modeled gravity was interpolated from observed gravity values.
 SP0332
 SP0332;                    North         East    Units  Estimated Accuracy
 SP0332;SPC MT       -   327,330.      977,000.      MT  (+/- 180 meters Scaled)
 SP0332
 SP0332                          SUPERSEDED SURVEY CONTROL
 SP0332
 SP0332.No superseded survey control is available for this station.
 SP0332
 SP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN357150(NAD 83)
 SP0332_MARKER: DB = BENCH MARK DISK
 SP0332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SP0332_SP_SET: ABUTMENT
 SP0332_STAMPING: C 558 1982
 SP0332_MARK LOGO: NGS   
 SP0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SP0332+STABILITY: POSITION/ELEVATION WELL
 SP0332
 SP0332  HISTORY     - Date     Condition        Report By
 SP0332  HISTORY     - 1982     MONUMENTED       NGS
 SP0332
 SP0332                          STATION DESCRIPTION
 SP0332
 SP0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SP0332'14.1 KM (8.75 MI) EAST FROM GLENDIVE.
 SP0332'14.1 KM (8.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 SP0332'JUNCTION WITH U. S. HIGHWAY 10 (INTERSTATE HIGHWAY 94 BUSINESS) AT THE
 SP0332'NORTHEAST EDGE OF GLENDIVE, IN TOP OF AND 1.1 METERS (3.6 FT)
 SP0332'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 SP0332'THE WEST BOUND OVERPASS OF GRIFFITH CREEK ROAD (EXIT 224) AND 7.6
 SP0332'METERS (24.9 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES
 SP0332'OF THE HIGHWAY.
 SP0332'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0516 ***********************************************************************
 QX0516  DESIGNATION -  C 559
 QX0516  PID         -  QX0516
 QX0516  STATE/COUNTY-  MT/SWEET GRASS
 QX0516  USGS QUAD   -  SPRINGDALE (1981)
 QX0516
 QX0516                         *CURRENT SURVEY CONTROL
 QX0516  ___________________________________________________________________
 QX0516* NAD 83(1986)-  45 44 15.     (N)    110 12 53.     (W)     SCALED    
 QX0516* NAVD 88     -      1307.909  (meters)    4291.03   (feet)  ADJUSTED  
 QX0516  ___________________________________________________________________
 QX0516  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 QX0516  DYNAMIC HT  -        1307.505 (meters)    4289.71  (feet)  COMP
 QX0516  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 QX0516
 QX0516  VERT ORDER  -  FIRST     CLASS II
 QX0516
 QX0516.The horizontal coordinates were scaled from a topographic map and have
 QX0516.an estimated accuracy of +/- 6 seconds.
 QX0516
 QX0516.The orthometric height was determined by differential leveling
 QX0516.and adjusted by the National Geodetic Survey in June 1991..
 QX0516
 QX0516.The geoid height was determined by GEOID03.
 QX0516
 QX0516.The dynamic height is computed by dividing the NAVD 88
 QX0516.geopotential number by the normal gravity value computed on the
 QX0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0516.degrees latitude (g = 980.6199 gals.).
 QX0516
 QX0516.The modeled gravity was interpolated from observed gravity values.
 QX0516
 QX0516;                    North         East    Units  Estimated Accuracy
 QX0516;SPC MT       -   165,570.      544,400.      MT  (+/- 180 meters Scaled)
 QX0516
 QX0516                          SUPERSEDED SURVEY CONTROL
 QX0516
 QX0516.No superseded survey control is available for this station.
 QX0516
 QX0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR610651(NAD 83)
 QX0516_MARKER: DB = BENCH MARK DISK
 QX0516_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0516_SP_SET: ABUTMENT
 QX0516_STAMPING: C 559 1982
 QX0516_MARK LOGO: NGS   
 QX0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0516+STABILITY: POSITION/ELEVATION WELL
 QX0516
 QX0516  HISTORY     - Date     Condition        Report By
 QX0516  HISTORY     - 1982     MONUMENTED       NGS
 QX0516
 QX0516                          STATION DESCRIPTION
 QX0516
 QX0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0516'23.0 KM (14.3 MI) SW FROM BIG TIMBER.
 QX0516'5.0 KM (3.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0516'FROM THE RAILROAD STATION IN BIG TIMBER, THENCE 18.0 KM (11.2 MI)
 QX0516'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 90, IN TOP OF AND 1.5 METERS
 QX0516'(4.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 QX0516'ABUTMENT OF THE WEST BOUND OVERPASS OF A PAVED ROAD (EXIT 354), 0.5 KM
 QX0516'(0.3 MI) NORTHEAST OF MILEPOST 354 AND 6.2 METERS (20.3 FT) SOUTHEAST
 QX0516'OF THE CENTERLINE OF THE WEST BOUND OVERPASS OF A PAVED ROAD (EXIT
 QX0516'354) AND 6.2 METERS (20.3 FT) SOUTHEAST OF THE CENTERLINE OF THE WEST
 QX0516'BOUND LANES OF THE HIGHWAY.
 QX0516'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0081 ***********************************************************************
 SU0081  DESIGNATION -  C 56
 SU0081  PID         -  SU0081
 SU0081  STATE/COUNTY-  MT/SANDERS
 SU0081  USGS QUAD   -  DIXON (1964)
 SU0081
 SU0081                         *CURRENT SURVEY CONTROL
 SU0081  ___________________________________________________________________
 SU0081* NAD 83(1986)-  47 18 17.     (N)    114 16 54.     (W)     SCALED    
 SU0081* NAVD 88     -       783.263  (meters)    2569.76   (feet)  ADJUSTED  
 SU0081  ___________________________________________________________________
 SU0081  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 SU0081  DYNAMIC HT  -         783.224 (meters)    2569.63  (feet)  COMP
 SU0081  MODELED GRAV-     980,538.7   (mgal)                       NAVD 88
 SU0081
 SU0081  VERT ORDER  -  FIRST     CLASS II
 SU0081
 SU0081.The horizontal coordinates were scaled from a topographic map and have
 SU0081.an estimated accuracy of +/- 6 seconds.
 SU0081
 SU0081.The orthometric height was determined by differential leveling
 SU0081.and adjusted by the National Geodetic Survey in June 1991..
 SU0081
 SU0081.The geoid height was determined by GEOID03.
 SU0081
 SU0081.The dynamic height is computed by dividing the NAVD 88
 SU0081.geopotential number by the normal gravity value computed on the
 SU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0081.degrees latitude (g = 980.6199 gals.).
 SU0081
 SU0081.The modeled gravity was interpolated from observed gravity values.
 SU0081
 SU0081;                    North         East    Units  Estimated Accuracy
 SU0081;SPC MT       -   350,460.      238,840.      MT  (+/- 180 meters Scaled)
 SU0081
 SU0081                          SUPERSEDED SURVEY CONTROL
 SU0081
 SU0081  NGVD 29 (??/??/92)  782.218  (m)         2566.33   (f) ADJ UNCH    1 2
 SU0081
 SU0081.Superseded values are not recommended for survey control.
 SU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0081.See file dsdata.txt to determine how the superseded data were derived.
 SU0081
 SU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN054426(NAD 83)
 SU0081_MARKER: DB = BENCH MARK DISK
 SU0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0081_SP_SET: BRIDGE
 SU0081_STAMPING: C 56 1933
 SU0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0081
 SU0081  HISTORY     - Date     Condition        Report By
 SU0081  HISTORY     - 1933     MONUMENTED       CGS
 SU0081  HISTORY     - 1950     GOOD             NGS
 SU0081
 SU0081                          STATION DESCRIPTION
 SU0081
 SU0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SU0081'1.8 MI E FROM DIXON.
 SU0081'1.8 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0081'DIXON, 6 1/2 RAILS EAST OF MILE POST 36, AT STEEL BRIDGE NO. 35 OVER
 SU0081'THE JOCKO RIVER, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 SU0081'ABUTMENT, 6.5 FEET NORTH OF THE NORTH RAIL AND ABOUT 4 FEET LOWER THAN
 SU0081'THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0421 ***********************************************************************
 QW0421  DESIGNATION -  C 560
 QW0421  PID         -  QW0421
 QW0421  STATE/COUNTY-  MT/STILLWATER
 QW0421  USGS QUAD   -  SHANE RIDGE (1956)
 QW0421
 QW0421                         *CURRENT SURVEY CONTROL
 QW0421  ___________________________________________________________________
 QW0421* NAD 83(1986)-  45 36 18.     (N)    109 09 27.     (W)     SCALED    
 QW0421* NAVD 88     -      1082.627  (meters)    3551.92   (feet)  ADJUSTED  
 QW0421  ___________________________________________________________________
 QW0421  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 QW0421  DYNAMIC HT  -        1082.347 (meters)    3551.00  (feet)  COMP
 QW0421  MODELED GRAV-     980,320.6   (mgal)                       NAVD 88
 QW0421
 QW0421  VERT ORDER  -  FIRST     CLASS II
 QW0421
 QW0421.The horizontal coordinates were scaled from a topographic map and have
 QW0421.an estimated accuracy of +/- 6 seconds.
 QW0421
 QW0421.The orthometric height was determined by differential leveling
 QW0421.and adjusted by the National Geodetic Survey in June 1991..
 QW0421
 QW0421.The geoid height was determined by GEOID03.
 QW0421
 QW0421.The dynamic height is computed by dividing the NAVD 88
 QW0421.geopotential number by the normal gravity value computed on the
 QW0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0421.degrees latitude (g = 980.6199 gals.).
 QW0421
 QW0421.The modeled gravity was interpolated from observed gravity values.
 QW0421
 QW0421;                    North         East    Units  Estimated Accuracy
 QW0421;SPC MT       -   150,650.      626,710.      MT  (+/- 180 meters Scaled)
 QW0421
 QW0421                          SUPERSEDED SURVEY CONTROL
 QW0421
 QW0421.No superseded survey control is available for this station.
 QW0421
 QW0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR436518(NAD 83)
 QW0421_MARKER: DB = BENCH MARK DISK
 QW0421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0421_SP_SET: ABUTMENT
 QW0421_STAMPING: C 560 1982
 QW0421_MARK LOGO: NGS   
 QW0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0421+STABILITY: POSITION/ELEVATION WELL
 QW0421
 QW0421  HISTORY     - Date     Condition        Report By
 QW0421  HISTORY     - 1982     MONUMENTED       NGS
 QW0421
 QW0421                          STATION DESCRIPTION
 QW0421
 QW0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0421'8.6 KM (5.35 MI) SE FROM COLUMBUS.
 QW0421'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0421'FROM THE RAILROAD STATION IN COLUMBUS, IN TOP OF AND 1.1 METERS (3.6
 QW0421'FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 QW0421'OF THE EAST BOUND OF INTERSTATE HIGHWAY 90 OVERPASS OF HENSLEY CREEK
 QW0421'AND A GRAVELED ROAD, 76.2 METERS (250.0 FT) NORTHEAST OF THE NEAR RAIL
 QW0421'AND 7.4 METERS (24.3 FT) SOUTHWEST OF THE CENETERLINE OF THE EAST
 QW0421'BOUND LANES OF THE HIGHWAY.
 QW0421'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0438 ***********************************************************************
 QY0438  DESIGNATION -  C 561
 QY0438  PID         -  QY0438
 QY0438  STATE/COUNTY-  MT/SILVER BOW
 QY0438  USGS QUAD   -  HOMESTAKE (1996)
 QY0438
 QY0438                         *CURRENT SURVEY CONTROL
 QY0438  ___________________________________________________________________
 QY0438* NAD 83(1986)-  45 56 49.     (N)    112 27 57.     (W)     SCALED    
 QY0438* NAVD 88     -      1711.332  (meters)    5614.60   (feet)  ADJUSTED  
 QY0438  ___________________________________________________________________
 QY0438  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 QY0438  DYNAMIC HT  -        1710.646 (meters)    5612.34  (feet)  COMP
 QY0438  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 QY0438
 QY0438  VERT ORDER  -  FIRST     CLASS II
 QY0438
 QY0438.The horizontal coordinates were scaled from a topographic map and have
 QY0438.an estimated accuracy of +/- 6 seconds.
 QY0438
 QY0438.The orthometric height was determined by differential leveling
 QY0438.and adjusted by the National Geodetic Survey in June 1991..
 QY0438
 QY0438.The geoid height was determined by GEOID03.
 QY0438
 QY0438.The dynamic height is computed by dividing the NAVD 88
 QY0438.geopotential number by the normal gravity value computed on the
 QY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0438.degrees latitude (g = 980.6199 gals.).
 QY0438
 QY0438.The modeled gravity was interpolated from observed gravity values.
 QY0438
 QY0438;                    North         East    Units  Estimated Accuracy
 QY0438;SPC MT       -   192,940.      370,190.      MT  (+/- 180 meters Scaled)
 QY0438
 QY0438                          SUPERSEDED SURVEY CONTROL
 QY0438
 QY0438.No superseded survey control is available for this station.
 QY0438
 QY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR863891(NAD 83)
 QY0438_MARKER: I = METAL ROD
 QY0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QY0438_SP_SET: STAINLESS STEEL ROD
 QY0438_STAMPING: C 561 1982
 QY0438_MARK LOGO: NGS   
 QY0438_PROJECTION: FLUSH
 QY0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0438_ROD/PIPE-DEPTH: 21.9 meters
 QY0438
 QY0438  HISTORY     - Date     Condition        Report By
 QY0438  HISTORY     - 1982     MONUMENTED       NGS
 QY0438
 QY0438                          STATION DESCRIPTION
 QY0438
 QY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0438'8.8 KM (5.45 MI) SE FROM BUTTE.
 QY0438'8.8 KM (5.45 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0438'JUNCTION WITH MONTANA STREET IN BUTTE, 0.6 KM (0.35 MI) NORTHWEST OF
 QY0438'MILEPOST 230 AND 29.9 METERS (98.1 FT) SOUTHWEST OF THE CENTERLINE OF
 QY0438'THE EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT
 QY0438'IS THROUGH A 5-INCH LOGO CAP.
 QY0438'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 QY0438'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0414 ***********************************************************************
 QY0414  DESIGNATION -  C 562
 QY0414  PID         -  QY0414
 QY0414  STATE/COUNTY-  MT/JEFFERSON
 QY0414  USGS QUAD   -  DRY MOUNTAIN (1996)
 QY0414
 QY0414                         *CURRENT SURVEY CONTROL
 QY0414  ___________________________________________________________________
 QY0414* NAD 83(1986)-  45 53 22.     (N)    112 09 31.     (W)     SCALED    
 QY0414* NAVD 88     -      1393.451  (meters)    4571.68   (feet)  ADJUSTED  
 QY0414  ___________________________________________________________________
 QY0414  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 QY0414  DYNAMIC HT  -        1392.999 (meters)    4570.20  (feet)  COMP
 QY0414  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 QY0414  OBS GRAVITY -     980,242.0   (mgal)                       GRAV_OBS
 QY0414
 QY0414  VERT ORDER  -  FIRST     CLASS II
 QY0414
 QY0414.The horizontal coordinates were scaled from a topographic map and have
 QY0414.an estimated accuracy of +/- 6 seconds.
 QY0414
 QY0414.The orthometric height was determined by differential leveling
 QY0414.and adjusted by the National Geodetic Survey in June 1991..
 QY0414
 QY0414.The geoid height was determined by GEOID03.
 QY0414
 QY0414.The dynamic height is computed by dividing the NAVD 88
 QY0414.geopotential number by the normal gravity value computed on the
 QY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0414.degrees latitude (g = 980.6199 gals.).
 QY0414
 QY0414.The modeled gravity was interpolated from observed gravity values.
 QY0414.The observed gravity was obtained from relative gravimeter ties
 QY0414.to the IGSN71 gravity network.
 QY0414
 QY0414;                    North         East    Units  Estimated Accuracy
 QY0414;SPC MT       -   185,700.      393,770.      MT  (+/- 180 meters Scaled)
 QY0414
 QY0414                          SUPERSEDED SURVEY CONTROL
 QY0414
 QY0414.No superseded survey control is available for this station.
 QY0414
 QY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR101824(NAD 83)
 QY0414_MARKER: I = METAL ROD
 QY0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QY0414_SP_SET: STAINLESS STEEL ROD
 QY0414_STAMPING: C 562 1982
 QY0414_MARK LOGO: NGS   
 QY0414_PROJECTION: FLUSH
 QY0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0414_ROD/PIPE-DEPTH: 6.1  meters
 QY0414
 QY0414  HISTORY     - Date     Condition        Report By
 QY0414  HISTORY     - 1982     MONUMENTED       NGS
 QY0414
 QY0414                          STATION DESCRIPTION
 QY0414
 QY0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0414'35.4 KM (22.0 MI) SE FROM BUTTE.
 QY0414'35.4 KM (22.0 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0414'JUNCTION WITH MONTANA STREET IN BUTTE, ON TOP OF A SMALL KNOLL, 0.3 KM
 QY0414'(0.2 MI) EAST OF MILEPOST 246, 63.1 METERS (207.0 FT) WEST OF CONCRETE
 QY0414'RIGHT-OF-WAY MARKER NUMBER 1030, 45.4 METERS (149.0 FT) NORTH OF THE
 QY0414'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 6.4 METERS (21.0
 QY0414'FT) SOUTH OF THE CENTER OF A TRACK ROAD.  NOTE=ACCESS TO THE DATUM
 QY0414'POINT IS THROUGH A 5-INCH LOGO CAP.
 QY0414'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QY0414'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0500 ***********************************************************************
 QX0500  DESIGNATION -  C 563
 QX0500  PID         -  QX0500
 QX0500  STATE/COUNTY-  MT/JEFFERSON
 QX0500  USGS QUAD   -  DOHERTY MOUNTAIN (1996)
 QX0500
 QX0500                         *CURRENT SURVEY CONTROL
 QX0500  ___________________________________________________________________
 QX0500* NAD 83(1986)-  45 53 00.     (N)    111 54 29.     (W)     SCALED    
 QX0500* NAVD 88     -      1461.507  (meters)    4794.96   (feet)  ADJUSTED  
 QX0500  ___________________________________________________________________
 QX0500  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 QX0500  DYNAMIC HT  -        1461.058 (meters)    4793.49  (feet)  COMP
 QX0500  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 QX0500  OBS GRAVITY -     980,255.7   (mgal)                       GRAV_OBS
 QX0500
 QX0500  VERT ORDER  -  FIRST     CLASS II
 QX0500
 QX0500.The horizontal coordinates were scaled from a topographic map and have
 QX0500.an estimated accuracy of +/- 6 seconds.
 QX0500
 QX0500.The orthometric height was determined by differential leveling
 QX0500.and adjusted by the National Geodetic Survey in June 1991..
 QX0500
 QX0500.The geoid height was determined by GEOID03.
 QX0500
 QX0500.The dynamic height is computed by dividing the NAVD 88
 QX0500.geopotential number by the normal gravity value computed on the
 QX0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0500.degrees latitude (g = 980.6199 gals.).
 QX0500
 QX0500.The modeled gravity was interpolated from observed gravity values.
 QX0500.The observed gravity was obtained from relative gravimeter ties
 QX0500.to the IGSN71 gravity network.
 QX0500
 QX0500;                    North         East    Units  Estimated Accuracy
 QX0500;SPC MT       -   184,390.      413,180.      MT  (+/- 180 meters Scaled)
 QX0500
 QX0500                          SUPERSEDED SURVEY CONTROL
 QX0500
 QX0500.No superseded survey control is available for this station.
 QX0500
 QX0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR295814(NAD 83)
 QX0500_MARKER: I = METAL ROD
 QX0500_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QX0500+WITH SETTING: INFORMATION.
 QX0500_SP_SET: SHALLOW SET METAL ROD
 QX0500_STAMPING: C 563 1982
 QX0500_MARK LOGO: NGS   
 QX0500_PROJECTION: FLUSH
 QX0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0500_ROD/PIPE-DEPTH: 2.1  meters
 QX0500
 QX0500  HISTORY     - Date     Condition        Report By
 QX0500  HISTORY     - 1982     MONUMENTED       NGS
 QX0500
 QX0500                          STATION DESCRIPTION
 QX0500
 QX0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0500'31.9 KM (19.8 MI) WEST FROM THREE FORKS.
 QX0500'31.9 KM (19.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0500'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0500'OF THREE FORKS, 0.2 KM (0.1 MI) WEST OF MILEPOST 259, 53.0 METERS
 QX0500'(173.9 FT) NORTHWEST OF THE WEST END OF A GUARD RAIL AND 27.1 METERS
 QX0500'(88.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 QX0500'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM
 QX0500'POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0500'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QX0500'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0459 ***********************************************************************
 QW0459  DESIGNATION -  C 564
 QW0459  PID         -  QW0459
 QW0459  STATE/COUNTY-  MT/CARBON
 QW0459  USGS QUAD   -  BRIDGER (1956)
 QW0459
 QW0459                         *CURRENT SURVEY CONTROL
 QW0459  ___________________________________________________________________
 QW0459* NAD 83(1986)-  45 15 50.     (N)    108 54 38.     (W)     SCALED    
 QW0459* NAVD 88     -      1118.736  (meters)    3670.39   (feet)  ADJUSTED  
 QW0459  ___________________________________________________________________
 QW0459  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 QW0459  DYNAMIC HT  -        1118.416 (meters)    3669.34  (feet)  COMP
 QW0459  MODELED GRAV-     980,291.7   (mgal)                       NAVD 88
 QW0459  OBS GRAVITY -     980,294.9   (mgal)                       GRAV_OBS
 QW0459
 QW0459  VERT ORDER  -  FIRST     CLASS II
 QW0459
 QW0459.The horizontal coordinates were scaled from a topographic map and have
 QW0459.an estimated accuracy of +/- 6 seconds.
 QW0459
 QW0459.The orthometric height was determined by differential leveling
 QW0459.and adjusted by the National Geodetic Survey in June 1991..
 QW0459
 QW0459.The geoid height was determined by GEOID03.
 QW0459
 QW0459.The dynamic height is computed by dividing the NAVD 88
 QW0459.geopotential number by the normal gravity value computed on the
 QW0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0459.degrees latitude (g = 980.6199 gals.).
 QW0459
 QW0459.The modeled gravity was interpolated from observed gravity values.
 QW0459.The observed gravity was obtained from relative gravimeter ties
 QW0459.to the IGSN71 gravity network.
 QW0459
 QW0459;                    North         East    Units  Estimated Accuracy
 QW0459;SPC MT       -   112,860.      646,260.      MT  (+/- 180 meters Scaled)
 QW0459
 QW0459                          SUPERSEDED SURVEY CONTROL
 QW0459
 QW0459  NGVD 29 (06/08/92) 1117.922  (m)         3667.72   (f) ADJUSTED    1 2
 QW0459
 QW0459.Superseded values are not recommended for survey control.
 QW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0459.See file dsdata.txt to determine how the superseded data were derived.
 QW0459
 QW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR639143(NAD 83)
 QW0459_MARKER: DB = BENCH MARK DISK
 QW0459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0459_SP_SET: ABUTMENT
 QW0459_STAMPING: C 564 1982
 QW0459_MARK LOGO: NGS   
 QW0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0459
 QW0459  HISTORY     - Date     Condition        Report By
 QW0459  HISTORY     - 1982     MONUMENTED       NGS
 QW0459
 QW0459                          STATION DESCRIPTION
 QW0459
 QW0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0459'48.8 KM (30.35 MI) SOUT FROM LAUREL.
 QW0459'48.8 KM (30.35 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0459'WITH INTERSTATE HIGHWAY 90 IN LAUREL, IN TOP OF AND 1.5 METERS (4.9
 QW0459'FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 QW0459'OF THE HIGHWAY OVERPASS OF THE CLARKS FORK OF THE YELLOWSTONE RIVER
 QW0459'AND 17.2 METERS (56.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QW0459'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0583 ***********************************************************************
 QX0583  DESIGNATION -  C 565
 QX0583  PID         -  QX0583
 QX0583  STATE/COUNTY-  MT/PARK
 QX0583  USGS QUAD   -  GARDINER (1986)
 QX0583
 QX0583                         *CURRENT SURVEY CONTROL
 QX0583  ___________________________________________________________________
 QX0583* NAD 83(1986)-  45 01 58.     (N)    110 42 21.     (W)     SCALED    
 QX0583* NAVD 88     -      1611.224  (meters)    5286.16   (feet)  ADJUSTED  
 QX0583  ___________________________________________________________________
 QX0583  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 QX0583  DYNAMIC HT  -        1610.445 (meters)    5283.60  (feet)  COMP
 QX0583  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 QX0583
 QX0583  VERT ORDER  -  FIRST     CLASS II
 QX0583
 QX0583.The horizontal coordinates were scaled from a topographic map and have
 QX0583.an estimated accuracy of +/- 6 seconds.
 QX0583
 QX0583.The orthometric height was determined by differential leveling
 QX0583.and adjusted by the National Geodetic Survey in June 1991..
 QX0583
 QX0583.The geoid height was determined by GEOID03.
 QX0583
 QX0583.The dynamic height is computed by dividing the NAVD 88
 QX0583.geopotential number by the normal gravity value computed on the
 QX0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0583.degrees latitude (g = 980.6199 gals.).
 QX0583
 QX0583.The modeled gravity was interpolated from observed gravity values.
 QX0583
 QX0583;                    North         East    Units  Estimated Accuracy
 QX0583;SPC MT       -    87,740.      504,980.      MT  (+/- 180 meters Scaled)
 QX0583
 QX0583                          SUPERSEDED SURVEY CONTROL
 QX0583
 QX0583  NGVD 29 (08/20/92) 1610.030  (m)         5282.24   (f) ADJUSTED    1 2
 QX0583
 QX0583.Superseded values are not recommended for survey control.
 QX0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0583.See file dsdata.txt to determine how the superseded data were derived.
 QX0583
 QX0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ231866(NAD 83)
 QX0583_MARKER: DB = BENCH MARK DISK
 QX0583_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0583_SP_SET: ABUTMENT
 QX0583_STAMPING: C 565 1983
 QX0583_MARK LOGO: NGS   
 QX0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0583+STABILITY: POSITION/ELEVATION WELL
 QX0583
 QX0583  HISTORY     - Date     Condition        Report By
 QX0583  HISTORY     - 1983     MONUMENTED       NGS
 QX0583
 QX0583                          STATION DESCRIPTION
 QX0583
 QX0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0583'IN GARDINER.
 QX0583'IN GARDINER, AT THE U.S. HIGHWAY 89 BRIDGE OVER THE YELLOWSTONE RIVER,
 QX0583'IN TOP OF AND 0.1 METER (0.3 FT) EAST OF THE WEST END OF THE NORTH
 QX0583'CONCRETE ABUTMENT OF THE BRIDGE, AND 7.7 METERS (25.3 FT) WEST OF
 QX0583'THE CENTERLINE OF THE HIGHWAY.
 QX0583'THE MARK IS 3.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0714 ***********************************************************************
 PY0714  DESIGNATION -  C 566
 PY0714  PID         -  PY0714
 PY0714  STATE/COUNTY-  MT/GALLATIN
 PY0714  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0714
 PY0714                         *CURRENT SURVEY CONTROL
 PY0714  ___________________________________________________________________
 PY0714* NAD 83(1986)-  44 39 32.     (N)    111 06 05.     (W)     SCALED    
 PY0714* NAVD 88     -      2033.585  (meters)    6671.85   (feet)  ADJUSTED  
 PY0714  ___________________________________________________________________
 PY0714  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0714  DYNAMIC HT  -        2032.434 (meters)    6668.08  (feet)  COMP
 PY0714  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 PY0714
 PY0714  VERT ORDER  -  FIRST     CLASS II
 PY0714
 PY0714.The horizontal coordinates were scaled from a topographic map and have
 PY0714.an estimated accuracy of +/- 6 seconds.
 PY0714
 PY0714.The orthometric height was determined by differential leveling
 PY0714.and adjusted by the National Geodetic Survey in June 1991..
 PY0714
 PY0714.The geoid height was determined by GEOID03.
 PY0714
 PY0714.The dynamic height is computed by dividing the NAVD 88
 PY0714.geopotential number by the normal gravity value computed on the
 PY0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0714.degrees latitude (g = 980.6199 gals.).
 PY0714
 PY0714.The modeled gravity was interpolated from observed gravity values.
 PY0714
 PY0714;                    North         East    Units  Estimated Accuracy
 PY0714;SPC MT       -    46,750.      472,970.      MT  (+/- 180 meters Scaled)
 PY0714
 PY0714                          SUPERSEDED SURVEY CONTROL
 PY0714
 PY0714  NGVD 29 (08/20/92) 2032.337  (m)         6667.76   (f) ADJUSTED    1 2
 PY0714
 PY0714.Superseded values are not recommended for survey control.
 PY0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0714.See file dsdata.txt to determine how the superseded data were derived.
 PY0714
 PY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ919450(NAD 83)
 PY0714_MARKER: DB = BENCH MARK DISK
 PY0714_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PY0714_SP_SET: BUILDING
 PY0714_STAMPING: C 566 1983
 PY0714_MARK LOGO: NGS   
 PY0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0714+STABILITY: POSITION/ELEVATION WELL
 PY0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PY0714+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2004
 PY0714
 PY0714  HISTORY     - Date     Condition        Report By
 PY0714  HISTORY     - 1983     MONUMENTED       NGS
 PY0714  HISTORY     - 1987     GOOD             NGS
 PY0714  HISTORY     - 20040422 GOOD             USPSQD
 PY0714
 PY0714                          STATION DESCRIPTION
 PY0714
 PY0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0714'IN WEST YELLOWSTONE.
 PY0714'IN WEST YELLOWSTONE MONTANA, SET VERTICALLY IN THE SOUTH FACE OF THE
 PY0714'MUSEUM OF THE YELLOWSTONE, 15.6 METERS (51.2 FT) EAST OF THE WEST
 PY0714'CORNER OF THE MUSEUM, 13.7 METERS (44.9 FT) NORTH OF THE CENTER OF THE
 PY0714'OLD RAILROAD BED, AND 8.3 METERS (27.2 FT) WEST OF THE SOUTH ENTRANCE
 PY0714'OF THE MUSEUM.
 PY0714'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 PY0714
 PY0714                          STATION RECOVERY (1987)
 PY0714
 PY0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0714'RECOVERED IN GOOD CONDITION.
 PY0714
 PY0714                          STATION RECOVERY (2004)
 PY0714
 PY0714'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 PY0714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0257 ***********************************************************************
 QU0257  DESIGNATION -  C 568
 QU0257  PID         -  QU0257
 QU0257  STATE/COUNTY-  MT/POWDER RIVER
 QU0257  USGS QUAD   -  BROADUS (1973)
 QU0257
 QU0257                         *CURRENT SURVEY CONTROL
 QU0257  ___________________________________________________________________
 QU0257* NAD 83(1986)-  45 28 47.     (N)    105 28 41.     (W)     SCALED    
 QU0257* NAVD 88     -      1003.176  (meters)    3291.25   (feet)  ADJUSTED  
 QU0257  ___________________________________________________________________
 QU0257  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 QU0257  DYNAMIC HT  -        1002.955 (meters)    3290.53  (feet)  COMP
 QU0257  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 QU0257
 QU0257  VERT ORDER  -  FIRST     CLASS II
 QU0257
 QU0257.The horizontal coordinates were scaled from a topographic map and have
 QU0257.an estimated accuracy of +/- 6 seconds.
 QU0257
 QU0257.The orthometric height was determined by differential leveling
 QU0257.and adjusted by the National Geodetic Survey in June 1991..
 QU0257
 QU0257.The geoid height was determined by GEOID03.
 QU0257
 QU0257.The dynamic height is computed by dividing the NAVD 88
 QU0257.geopotential number by the normal gravity value computed on the
 QU0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0257.degrees latitude (g = 980.6199 gals.).
 QU0257
 QU0257.The modeled gravity was interpolated from observed gravity values.
 QU0257
 QU0257;                    North         East    Units  Estimated Accuracy
 QU0257;SPC MT       -   144,740.      914,240.      MT  (+/- 180 meters Scaled)
 QU0257
 QU0257                          SUPERSEDED SURVEY CONTROL
 QU0257
 QU0257.No superseded survey control is available for this station.
 QU0257
 QU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL626363(NAD 83)
 QU0257_MARKER: I = METAL ROD
 QU0257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0257_SP_SET: STAINLESS STEEL ROD
 QU0257_STAMPING: C 568 1985
 QU0257_MARK LOGO: NGS   
 QU0257_PROJECTION: FLUSH
 QU0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0257_ROD/PIPE-DEPTH: 10.0 meters
 QU0257
 QU0257  HISTORY     - Date     Condition        Report By
 QU0257  HISTORY     - 1985     MONUMENTED       NGS
 QU0257
 QU0257                          STATION DESCRIPTION
 QU0257
 QU0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0257'7.0 KM (4.35 MI) NW FROM BROADUS.
 QU0257'7.05 KM (4.4 MI) NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0257'COURTHOUSE AT BROADUS, 2.1 KM (1.3 MI) NORTHWEST OF THE JUNCTION OF
 QU0257'STATE HIGHWAY 212, 59.0 METERS (193.5 FT) EAST AND ACROSS THE HIGHWAY
 QU0257'FROM MILEPOST 75, 17.4 METERS (57.0 FT) NORTHEAST OF THE CENTERLINE
 QU0257'OF THE HIGHWAY, 39.8 METERS (130.5 FT) NORTHWEST OF THE NORTHWEST
 QU0257'GATE POST FOR A WIRE GATE, AND 0.6 METER (2.0 FT) SOUTHWEST OF A
 QU0257'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QU0257'5-INCH LOGO CAP.
 QU0257'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 QU0257'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0230 ***********************************************************************
 QU0230  DESIGNATION -  C 569
 QU0230  PID         -  QU0230
 QU0230  STATE/COUNTY-  MT/CUSTER
 QU0230  USGS QUAD   -  HARRIS BUTTES (1973)
 QU0230
 QU0230                         *CURRENT SURVEY CONTROL
 QU0230  ___________________________________________________________________
 QU0230* NAD 83(1986)-  45 58 14.     (N)    105 37 30.     (W)     SCALED    
 QU0230* NAVD 88     -       853.455  (meters)    2800.04   (feet)  ADJUSTED  
 QU0230  ___________________________________________________________________
 QU0230  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 QU0230  DYNAMIC HT  -         853.326 (meters)    2799.62  (feet)  COMP
 QU0230  MODELED GRAV-     980,435.3   (mgal)                       NAVD 88
 QU0230
 QU0230  VERT ORDER  -  FIRST     CLASS II
 QU0230
 QU0230.The horizontal coordinates were scaled from a topographic map and have
 QU0230.an estimated accuracy of +/- 6 seconds.
 QU0230
 QU0230.The orthometric height was determined by differential leveling
 QU0230.and adjusted by the National Geodetic Survey in June 1991..
 QU0230
 QU0230.The geoid height was determined by GEOID03.
 QU0230
 QU0230.The dynamic height is computed by dividing the NAVD 88
 QU0230.geopotential number by the normal gravity value computed on the
 QU0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0230.degrees latitude (g = 980.6199 gals.).
 QU0230
 QU0230.The modeled gravity was interpolated from observed gravity values.
 QU0230
 QU0230;                    North         East    Units  Estimated Accuracy
 QU0230;SPC MT       -   198,630.      900,070.      MT  (+/- 180 meters Scaled)
 QU0230
 QU0230                          SUPERSEDED SURVEY CONTROL
 QU0230
 QU0230.No superseded survey control is available for this station.
 QU0230
 QU0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL515909(NAD 83)
 QU0230_MARKER: I = METAL ROD
 QU0230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0230_SP_SET: STAINLESS STEEL ROD
 QU0230_STAMPING: C 569 1985
 QU0230_MARK LOGO: NGS   
 QU0230_PROJECTION: FLUSH
 QU0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0230_ROD/PIPE-DEPTH: 12.8 meters
 QU0230
 QU0230  HISTORY     - Date     Condition        Report By
 QU0230  HISTORY     - 1985     MONUMENTED       NGS
 QU0230
 QU0230                          STATION DESCRIPTION
 QU0230
 QU0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0230'55.4 KM (34.4 MI) SOUTH FROM MILES CITY.
 QU0230'55.4 KM (34.4 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 QU0230'OF INTERSTATE 94 AT MILES CITY, 20.4 METERS (67.0 FT) SOUTHEAST AND
 QU0230'ACROSS THE HIGHWAY FROM MILEPOST 37, 11.9 METERS (39.0 FT) SOUTHEAST
 QU0230'OF THE CENTERLINE OF THE HIGHWAY, 1.2 METERS (4.0 FT) NORTHEAST OF
 QU0230'THE NORTHEAST GATE POST FOR A WIRE GATE, AND 0.3 METER (1.0 FT)
 QU0230'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE-- THE ROD WAS DRIVEN TO
 QU0230'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QU0230'CAP.
 QU0230'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 QU0230'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0265 ***********************************************************************
 QU0265  DESIGNATION -  C 570
 QU0265  PID         -  QU0265
 QU0265  STATE/COUNTY-  MT/POWDER RIVER
 QU0265  USGS QUAD   -  MONDAY CREEK (1973)
 QU0265
 QU0265                         *CURRENT SURVEY CONTROL
 QU0265  ___________________________________________________________________
 QU0265* NAD 83(1986)-  45 23 44.     (N)    105 21 55.     (W)     SCALED    
 QU0265* NAVD 88     -      1009.816  (meters)    3313.04   (feet)  ADJUSTED  
 QU0265  ___________________________________________________________________
 QU0265  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 QU0265  DYNAMIC HT  -        1009.595 (meters)    3312.31  (feet)  COMP
 QU0265  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 QU0265
 QU0265  VERT ORDER  -  FIRST     CLASS II
 QU0265
 QU0265.The horizontal coordinates were scaled from a topographic map and have
 QU0265.an estimated accuracy of +/- 6 seconds.
 QU0265
 QU0265.The orthometric height was determined by differential leveling
 QU0265.and adjusted by the National Geodetic Survey in June 1991..
 QU0265
 QU0265.The geoid height was determined by GEOID03.
 QU0265
 QU0265.The dynamic height is computed by dividing the NAVD 88
 QU0265.geopotential number by the normal gravity value computed on the
 QU0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0265.degrees latitude (g = 980.6199 gals.).
 QU0265
 QU0265.The modeled gravity was interpolated from observed gravity values.
 QU0265
 QU0265;                    North         East    Units  Estimated Accuracy
 QU0265;SPC MT       -   135,860.      923,540.      MT  (+/- 180 meters Scaled)
 QU0265
 QU0265                          SUPERSEDED SURVEY CONTROL
 QU0265
 QU0265.No superseded survey control is available for this station.
 QU0265
 QU0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL714269(NAD 83)
 QU0265_MARKER: I = METAL ROD
 QU0265_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QU0265_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QU0265_STAMPING: C 570 1985
 QU0265_MARK LOGO: NGS   
 QU0265_PROJECTION: FLUSH
 QU0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0265+STABILITY: POSITION/ELEVATION WELL
 QU0265_ROD/PIPE-DEPTH: 10.1 meters
 QU0265_SLEEVE-DEPTH  : 8.5 meters
 QU0265
 QU0265  HISTORY     - Date     Condition        Report By
 QU0265  HISTORY     - 1985     MONUMENTED       NGS
 QU0265
 QU0265                          STATION DESCRIPTION
 QU0265
 QU0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0265'7.0 KM (4.35 MI) SOUTH FROM BROADUS.
 QU0265'7.0 KM (4.35 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0265'COURTHOUSE AT BROADUS, 0.55 KM (0.35 MI) SOUTHWEST OF THE T JUNCTION
 QU0265'OF STATE HIGHWAY 212, 34.6 METERS (113.5 FT) SOUTHEAST OF MILEPOST
 QU0265'29, AT THE SOUTHWEST END OF A SHORT DEEP HIGHWAY FILL, 38.4 METERS
 QU0265'(126.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.4 METERS
 QU0265'(73.5 FT) NORTHEAST OF THE NORTHEAST END OF A TRIPLE WOODEN
 QU0265'RIGHT-OF-WAY FENCE BRACE, AND 0.7 METER (2.5 FT) NORTHWEST OF A
 QU0265'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QU0265'5-INCH LOGO CAP.
 QU0265'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QU0265'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0279 ***********************************************************************
 QU0279  DESIGNATION -  C 571
 QU0279  PID         -  QU0279
 QU0279  STATE/COUNTY-  MT/POWDER RIVER
 QU0279  USGS QUAD   -  PINE CREEK (1970)
 QU0279
 QU0279                         *CURRENT SURVEY CONTROL
 QU0279  ___________________________________________________________________
 QU0279* NAD 83(1986)-  45 09 08.     (N)    105 20 45.     (W)     SCALED    
 QU0279* NAVD 88     -      1011.613  (meters)    3318.93   (feet)  ADJUSTED  
 QU0279  ___________________________________________________________________
 QU0279  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QU0279  DYNAMIC HT  -        1011.358 (meters)    3318.10  (feet)  COMP
 QU0279  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 QU0279
 QU0279  VERT ORDER  -  FIRST     CLASS II
 QU0279
 QU0279.The horizontal coordinates were scaled from a topographic map and have
 QU0279.an estimated accuracy of +/- 6 seconds.
 QU0279
 QU0279.The orthometric height was determined by differential leveling
 QU0279.and adjusted by the National Geodetic Survey in June 1991..
 QU0279
 QU0279.The geoid height was determined by GEOID03.
 QU0279
 QU0279.The dynamic height is computed by dividing the NAVD 88
 QU0279.geopotential number by the normal gravity value computed on the
 QU0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0279.degrees latitude (g = 980.6199 gals.).
 QU0279
 QU0279.The modeled gravity was interpolated from observed gravity values.
 QU0279
 QU0279;                    North         East    Units  Estimated Accuracy
 QU0279;SPC MT       -   108,940.      926,490.      MT  (+/- 180 meters Scaled)
 QU0279
 QU0279                          SUPERSEDED SURVEY CONTROL
 QU0279
 QU0279.No superseded survey control is available for this station.
 QU0279
 QU0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK728999(NAD 83)
 QU0279_MARKER: I = METAL ROD
 QU0279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0279_SP_SET: STAINLESS STEEL ROD
 QU0279_STAMPING: C 571 1985
 QU0279_MARK LOGO: NGS   
 QU0279_PROJECTION: FLUSH
 QU0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0279_ROD/PIPE-DEPTH: 4.0  meters
 QU0279
 QU0279  HISTORY     - Date     Condition        Report By
 QU0279  HISTORY     - 1985     MONUMENTED       NGS
 QU0279
 QU0279                          STATION DESCRIPTION
 QU0279
 QU0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0279'5.8 KM (3.6 MI) NORTH FROM BIDDLE.
 QU0279'5.85 KM (3.65 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0279'SCHOOL AT BIDDLE, AT THE SOUTH END OF A LONG FILL AND THE NORTH END OF
 QU0279'A CUT, 0.5 KM (0.3 MI) NORTH OF MILEPOST 11, 30.2 METERS (99 FT) EAST
 QU0279'OF THE HIGHWAY CENTERLINE AND 0.3 METER (1 FT) WEST OF THE RIGHT OF
 QU0279'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QU0279'CAP.
 QU0279'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 QU0279'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1081 ***********************************************************************
 PY1081  DESIGNATION -  C 573
 PY1081  PID         -  PY1081
 PY1081  STATE/COUNTY-  MT/GALLATIN
 PY1081  USGS QUAD   -  RICHARDS CREEK (1986)
 PY1081
 PY1081                         *CURRENT SURVEY CONTROL
 PY1081  ___________________________________________________________________
 PY1081* NAD 83(1986)-  44 47 06.     (N)    111 07 21.     (W)     SCALED    
 PY1081* NAVD 88     -      2007.488  (meters)    6586.23   (feet)  ADJUSTED  
 PY1081  ___________________________________________________________________
 PY1081  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY1081  DYNAMIC HT  -        2006.376 (meters)    6582.59  (feet)  COMP
 PY1081  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 PY1081
 PY1081  VERT ORDER  -  FIRST     CLASS II
 PY1081
 PY1081.The horizontal coordinates were scaled from a topographic map and have
 PY1081.an estimated accuracy of +/- 6 seconds.
 PY1081
 PY1081.The orthometric height was determined by differential leveling
 PY1081.and adjusted by the National Geodetic Survey in June 1991..
 PY1081
 PY1081.The geoid height was determined by GEOID03.
 PY1081
 PY1081.The dynamic height is computed by dividing the NAVD 88
 PY1081.geopotential number by the normal gravity value computed on the
 PY1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1081.degrees latitude (g = 980.6199 gals.).
 PY1081
 PY1081.The modeled gravity was interpolated from observed gravity values.
 PY1081
 PY1081;                    North         East    Units  Estimated Accuracy
 PY1081;SPC MT       -    60,800.      471,590.      MT  (+/- 180 meters Scaled)
 PY1081
 PY1081                          SUPERSEDED SURVEY CONTROL
 PY1081
 PY1081  NGVD 29 (08/20/92) 2006.240  (m)         6582.14   (f) ADJUSTED    1 2
 PY1081
 PY1081.Superseded values are not recommended for survey control.
 PY1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1081.See file dsdata.txt to determine how the superseded data were derived.
 PY1081
 PY1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ903590(NAD 83)
 PY1081_MARKER: I = METAL ROD
 PY1081_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1081_SP_SET: STAINLESS STEEL ROD
 PY1081_STAMPING: C 573 1987
 PY1081_MARK LOGO: NGS   
 PY1081_PROJECTION: FLUSH
 PY1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1081_ROD/PIPE-DEPTH: 7.3  meters
 PY1081
 PY1081  HISTORY     - Date     Condition        Report By
 PY1081  HISTORY     - 1987     MONUMENTED       NGS
 PY1081
 PY1081                          STATION DESCRIPTION
 PY1081
 PY1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1081'14.2 KM (8.80 MI) NORTH FROM WEST YELLOWSTONE.
 PY1081'14.2 KM (8.80 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION
 PY1081'OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, 19.4 M (63.6 FT) NORTHEAST
 PY1081'OF THE CENTER OF THE HIGHWAY, 6.4 M (21.0 FT) SOUTHEAST OF THE CENTER
 PY1081'OF A GRAVELED ROAD, 0.9 M (3.0 FT) NORTHEAST OF UNDERGROUND CABLE
 PY1081'JUNCTION BOX NUMBER 3 449, AND 0.5 M (1.6 FT) NORTH OF A FENCE
 PY1081'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PY1081'CAP.
 PY1081'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 PY1081'THE MARK IS ABOVE LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1094 ***********************************************************************
 PY1094  DESIGNATION -  C 574
 PY1094  PID         -  PY1094
 PY1094  STATE/COUNTY-  MT/MADISON
 PY1094  USGS QUAD   -  EARTHQUAKE LAKE (1988)
 PY1094
 PY1094                         *CURRENT SURVEY CONTROL
 PY1094  ___________________________________________________________________
 PY1094* NAD 83(1986)-  44 50 01.     (N)    111 25 51.     (W)     SCALED    
 PY1094* NAVD 88     -      1976.774  (meters)    6485.47   (feet)  ADJUSTED  
 PY1094  ___________________________________________________________________
 PY1094  GEOID HEIGHT-          -8.67  (meters)                     GEOID03
 PY1094  DYNAMIC HT  -        1975.710 (meters)    6481.98  (feet)  COMP
 PY1094  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 PY1094
 PY1094  VERT ORDER  -  FIRST     CLASS II
 PY1094
 PY1094.The horizontal coordinates were scaled from a topographic map and have
 PY1094.an estimated accuracy of +/- 6 seconds.
 PY1094
 PY1094.The orthometric height was determined by differential leveling
 PY1094.and adjusted by the National Geodetic Survey in June 1991..
 PY1094
 PY1094.The geoid height was determined by GEOID03.
 PY1094
 PY1094.The dynamic height is computed by dividing the NAVD 88
 PY1094.geopotential number by the normal gravity value computed on the
 PY1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1094.degrees latitude (g = 980.6199 gals.).
 PY1094
 PY1094.The modeled gravity was interpolated from observed gravity values.
 PY1094
 PY1094;                    North         East    Units  Estimated Accuracy
 PY1094;SPC MT       -    66,760.      447,320.      MT  (+/- 180 meters Scaled)
 PY1094
 PY1094                          SUPERSEDED SURVEY CONTROL
 PY1094
 PY1094  NGVD 29 (08/20/92) 1975.534  (m)         6481.40   (f) ADJUSTED    1 2
 PY1094
 PY1094.Superseded values are not recommended for survey control.
 PY1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1094.See file dsdata.txt to determine how the superseded data were derived.
 PY1094
 PY1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ659645(NAD 83)
 PY1094_MARKER: I = METAL ROD
 PY1094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1094_SP_SET: STAINLESS STEEL ROD
 PY1094_STAMPING: C 574 1987
 PY1094_MARK LOGO: NGS   
 PY1094_PROJECTION: FLUSH
 PY1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1094_ROD/PIPE-DEPTH: 6.1  meters
 PY1094
 PY1094  HISTORY     - Date     Condition        Report By
 PY1094  HISTORY     - 1987     MONUMENTED       NGS
 PY1094
 PY1094                          STATION DESCRIPTION
 PY1094
 PY1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1094'43.9 KM (27.30 MI) NORTH FROM WEST YELLOWSTONE.
 PY1094'43.9 KM (27.30 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE
 PY1094'JUNCTION OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, 23.6 M (77.4 FT)
 PY1094'NORTHEAST OF THE CENTERLINE OF A PAVED ROAD LEADING TO THE EARTHQUAKE
 PY1094'VISITOR CENTER, 20.8 KM (12.90 MI) NORTHWEST OF THE CENTER OF THE
 PY1094'HIGHWAY, AND 2.6 M (8.5 FT) NORTH OF A SIGN (VISITOR CENTER).
 PY1094'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1094'THE MARK IS 0.1 METERS  NW FROM  A WITNESS POST
 PY1094'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0590 ***********************************************************************
 QX0590  DESIGNATION -  C 575
 QX0590  PID         -  QX0590
 QX0590  STATE/COUNTY-  MT/MADISON
 QX0590  USGS QUAD   -  BUCKS NEST (1988)
 QX0590
 QX0590                         *CURRENT SURVEY CONTROL
 QX0590  ___________________________________________________________________
 QX0590* NAD 83(1986)-  45 05 48.     (N)    111 39 41.     (W)     SCALED    
 QX0590* NAVD 88     -      1666.788  (meters)    5468.45   (feet)  ADJUSTED  
 QX0590  ___________________________________________________________________
 QX0590  GEOID HEIGHT-          -9.64  (meters)                     GEOID03
 QX0590  DYNAMIC HT  -        1666.002 (meters)    5465.87  (feet)  COMP
 QX0590  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 QX0590
 QX0590  VERT ORDER  -  FIRST     CLASS II
 QX0590
 QX0590.The horizontal coordinates were scaled from a topographic map and have
 QX0590.an estimated accuracy of +/- 6 seconds.
 QX0590
 QX0590.The orthometric height was determined by differential leveling
 QX0590.and adjusted by the National Geodetic Survey in June 1991..
 QX0590
 QX0590.The geoid height was determined by GEOID03.
 QX0590
 QX0590.The dynamic height is computed by dividing the NAVD 88
 QX0590.geopotential number by the normal gravity value computed on the
 QX0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0590.degrees latitude (g = 980.6199 gals.).
 QX0590
 QX0590.The modeled gravity was interpolated from observed gravity values.
 QX0590
 QX0590;                    North         East    Units  Estimated Accuracy
 QX0590;SPC MT       -    96,450.      429,900.      MT  (+/- 180 meters Scaled)
 QX0590
 QX0590                          SUPERSEDED SURVEY CONTROL
 QX0590
 QX0590  NGVD 29 (08/20/92) 1665.581  (m)         5464.49   (f) ADJUSTED    1 2
 QX0590
 QX0590.Superseded values are not recommended for survey control.
 QX0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0590.See file dsdata.txt to determine how the superseded data were derived.
 QX0590
 QX0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ479939(NAD 83)
 QX0590_MARKER: DB = BENCH MARK DISK
 QX0590_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0590_SP_SET: ABUTMENT
 QX0590_STAMPING: C 575 1987
 QX0590_MARK LOGO: NGS   
 QX0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0590+STABILITY: POSITION/ELEVATION WELL
 QX0590
 QX0590  HISTORY     - Date     Condition        Report By
 QX0590  HISTORY     - 1987     MONUMENTED       NGS
 QX0590
 QX0590                          STATION DESCRIPTION
 QX0590
 QX0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0590'12.9 KM (8.00 MI) SOUTH FROM CAMERON.
 QX0590'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0590'OFFICE IN CAMERON, THENCE 1.1 KM (0.70 MI) SOUTHWESTERLY ALONG A
 QX0590'GRAVELED ROAD, IN TOP OF AND 0.9 M (3.0 FT) NORTHWEST OF THE
 QX0590'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A BRIDGE SPANNING THE
 QX0590'MADISON RIVER, AND 5.9 M (19.4 FT) SOUTHEAST OF THE CENTER OF THE
 QX0590'ROAD.
 QX0590'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0207 ***********************************************************************
 RT0207  DESIGNATION -  C 58
 RT0207  PID         -  RT0207
 RT0207  STATE/COUNTY-  MT/PRAIRIE
 RT0207  USGS QUAD   -  TERRY (1972)
 RT0207
 RT0207                         *CURRENT SURVEY CONTROL
 RT0207  ___________________________________________________________________
 RT0207* NAD 83(1986)-  46 49 10.     (N)    105 17 44.     (W)     SCALED    
 RT0207* NAVD 88     -       711.596  (meters)    2334.63   (feet)  ADJUSTED  
 RT0207  ___________________________________________________________________
 RT0207  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 RT0207  DYNAMIC HT  -         711.581 (meters)    2334.58  (feet)  COMP
 RT0207  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 RT0207
 RT0207  VERT ORDER  -  SECOND    CLASS 0
 RT0207
 RT0207.The horizontal coordinates were scaled from a topographic map and have
 RT0207.an estimated accuracy of +/- 6 seconds.
 RT0207
 RT0207.The orthometric height was determined by differential leveling
 RT0207.and adjusted by the National Geodetic Survey in June 1991..
 RT0207
 RT0207.The geoid height was determined by GEOID03.
 RT0207
 RT0207.The dynamic height is computed by dividing the NAVD 88
 RT0207.geopotential number by the normal gravity value computed on the
 RT0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0207.degrees latitude (g = 980.6199 gals.).
 RT0207
 RT0207.The modeled gravity was interpolated from observed gravity values.
 RT0207
 RT0207;                    North         East    Units  Estimated Accuracy
 RT0207;SPC MT       -   294,120.      920,500.      MT  (+/- 180 meters Scaled)
 RT0207
 RT0207                          SUPERSEDED SURVEY CONTROL
 RT0207
 RT0207  NGVD 29 (??/??/92)  711.04   (m)         2332.8    (f) COMPUTED    2 0
 RT0207
 RT0207.Superseded values are not recommended for survey control.
 RT0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0207.See file dsdata.txt to determine how the superseded data were derived.
 RT0207
 RT0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM774851(NAD 83)
 RT0207_MARKER: DB = BENCH MARK DISK
 RT0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0207_STAMPING: C 58 1934
 RT0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0207+STABILITY: SURFACE MOTION
 RT0207
 RT0207  HISTORY     - Date     Condition        Report By
 RT0207  HISTORY     - 1935     MONUMENTED       CGS
 RT0207  HISTORY     - 1972     GOOD             USGS
 RT0207
 RT0207                          STATION DESCRIPTION
 RT0207
 RT0207'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0207'2.3 MI N FROM TERRY.
 RT0207'2.4 MILES NORTH ALONG STATE SECONDARY 253 FROM THE COURTHOUSE AT
 RT0207'TERRY, ABOUT 500 FT. NORTH OF THE SUMMIT, 262 FEET NORTH OF THE
 RT0207'CENTERLINE OF A SIDE ROAD LEADING EAST, 82 FEET EAST OF THE CENTERLINE
 RT0207'OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 58 1934 AND SET IN THE TOP
 RT0207'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0128 ***********************************************************************
 SP0128  DESIGNATION -  C 59
 SP0128  PID         -  SP0128
 SP0128  STATE/COUNTY-  MT/DAWSON
 SP0128  USGS QUAD   -  CIRCLE RESERVOIR (1983)
 SP0128
 SP0128                         *CURRENT SURVEY CONTROL
 SP0128  ___________________________________________________________________
 SP0128* NAD 83(1986)-  47 37 08.     (N)    105 11 07.     (W)     SCALED    
 SP0128* NAVD 88     -       787.668  (meters)    2584.21   (feet)  ADJUSTED  
 SP0128  ___________________________________________________________________
 SP0128  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 SP0128  DYNAMIC HT  -         787.708 (meters)    2584.34  (feet)  COMP
 SP0128  MODELED GRAV-     980,637.1   (mgal)                       NAVD 88
 SP0128
 SP0128  VERT ORDER  -  SECOND    CLASS 0
 SP0128
 SP0128.The horizontal coordinates were scaled from a topographic map and have
 SP0128.an estimated accuracy of +/- 6 seconds.
 SP0128
 SP0128.The orthometric height was determined by differential leveling
 SP0128.and adjusted by the National Geodetic Survey in June 1991..
 SP0128
 SP0128.The geoid height was determined by GEOID03.
 SP0128
 SP0128.The dynamic height is computed by dividing the NAVD 88
 SP0128.geopotential number by the normal gravity value computed on the
 SP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0128.degrees latitude (g = 980.6199 gals.).
 SP0128
 SP0128.The modeled gravity was interpolated from observed gravity values.
 SP0128
 SP0128;                    North         East    Units  Estimated Accuracy
 SP0128;SPC MT       -   383,270.      924,010.      MT  (+/- 180 meters Scaled)
 SP0128
 SP0128                          SUPERSEDED SURVEY CONTROL
 SP0128
 SP0128  NGVD 29 (??/??/92)  787.083  (m)         2582.29   (f) ADJ UNCH    2 0
 SP0128
 SP0128.Superseded values are not recommended for survey control.
 SP0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0128.See file dsdata.txt to determine how the superseded data were derived.
 SP0128
 SP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN860739(NAD 83)
 SP0128_MARKER: DB = BENCH MARK DISK
 SP0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0128_STAMPING: C 59 1934
 SP0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0128+STABILITY: SURFACE MOTION
 SP0128
 SP0128  HISTORY     - Date     Condition        Report By
 SP0128  HISTORY     - 1934     MONUMENTED       CGS
 SP0128  HISTORY     - 1977     GOOD             USGS
 SP0128
 SP0128                          STATION DESCRIPTION
 SP0128
 SP0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0128'7.0 MI W FROM RICHEY.
 SP0128'7.0 MILES WEST ALONG STATE HIGHWAY 23 FROM RICHEY, DAWSON COUNTY, AND
 SP0128'54 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SP0128'STAMPED C 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0128
 SP0128                          STATION RECOVERY (1977)
 SP0128
 SP0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0128'RICHEY, 3.6 MI. SW OF ALONG STATE HWY. 200, THENCE 2.9 MI. N AND W
 SP0128'ALONG A TRAIL THAT FOLLOWS THE TOWNSHIP LINE, AND 54 YARDS SOUTH OF
 SP0128'THE CENTER LINE OF TRAIL. LOCATED IN THE SW 1/4 OF SEC. 33, T22N,
 SP0128'R51E. A STANDARD DISK STAMPED C 59 1934 AND SET IN THE TOP OF A
 SP0128'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0013 ***********************************************************************
 RW0013  DESIGNATION -  C 6 Q
 RW0013  PID         -  RW0013
 RW0013  STATE/COUNTY-  MT/JUDITH BASIN
 RW0013  USGS QUAD   -  UTICA (1970)
 RW0013
 RW0013                         *CURRENT SURVEY CONTROL
 RW0013  ___________________________________________________________________
 RW0013* NAD 83(1986)-  46 57 34.     (N)    110 06 00.     (W)     SCALED    
 RW0013* NAVD 88     -      1366.302  (meters)    4482.61   (feet)  ADJUSTED  
 RW0013  ___________________________________________________________________
 RW0013  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RW0013  DYNAMIC HT  -        1366.053 (meters)    4481.79  (feet)  COMP
 RW0013  MODELED GRAV-     980,383.4   (mgal)                       NAVD 88
 RW0013
 RW0013  VERT ORDER  -  SECOND    CLASS 0
 RW0013
 RW0013.The horizontal coordinates were scaled from a topographic map and have
 RW0013.an estimated accuracy of +/- 6 seconds.
 RW0013
 RW0013.The orthometric height was determined by differential leveling
 RW0013.and adjusted by the National Geodetic Survey in June 1991..
 RW0013
 RW0013.The geoid height was determined by GEOID03.
 RW0013
 RW0013.The dynamic height is computed by dividing the NAVD 88
 RW0013.geopotential number by the normal gravity value computed on the
 RW0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0013.degrees latitude (g = 980.6199 gals.).
 RW0013
 RW0013.The modeled gravity was interpolated from observed gravity values.
 RW0013
 RW0013;                    North         East    Units  Estimated Accuracy
 RW0013;SPC MT       -   301,250.      554,360.      MT  (+/- 180 meters Scaled)
 RW0013
 RW0013                          SUPERSEDED SURVEY CONTROL
 RW0013
 RW0013  NGVD 29 (??/??/92) 1365.340  (m)         4479.45   (f) ADJ UNCH    2 0
 RW0013
 RW0013.Superseded values are not recommended for survey control.
 RW0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0013.See file dsdata.txt to determine how the superseded data were derived.
 RW0013
 RW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT684010(NAD 83)
 RW0013_MARKER: DS = TRIANGULATION STATION DISK
 RW0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0013_STAMPING: C 6 Q 1961
 RW0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0013+STABILITY: SURFACE MOTION
 RW0013
 RW0013  HISTORY     - Date     Condition        Report By
 RW0013  HISTORY     - 1961     MONUMENTED       CGS
 RW0013
 RW0013                          STATION DESCRIPTION
 RW0013
 RW0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0013'0.75 MI SW FROM UTICA.
 RW0013'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0013'CHURCH AT UTICA, THENCE 0.25 MILE SOUTH ALONG A PRIVATE GRAVELED ROAD
 RW0013'LEADING TO A RANCH HOUSE, IN SECTION 20, T 14 N, R 13 E, ABOUT 0.3
 RW0013'MILE NORTH OF A RANCH HOUSE, 44 FEET EAST OF THE CENTER LINE OF THE
 RW0013'ROAD, 20 FEET EAST OF AN IRRIGATION DITCH, 37.6 FEET SOUTH OF C 6 Q
 RW0013'R.M. 2, 32.9 FEET NORTHWEST OF C 6 Q R.M. 1, 9.0 FEET EAST OF A METAL
 RW0013'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RW0013'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0014 ***********************************************************************
 RW0014  DESIGNATION -  C 6 Q RM 1
 RW0014  PID         -  RW0014
 RW0014  STATE/COUNTY-  MT/JUDITH BASIN
 RW0014  USGS QUAD   -  UTICA (1970)
 RW0014
 RW0014                         *CURRENT SURVEY CONTROL
 RW0014  ___________________________________________________________________
 RW0014* NAD 83(1986)-  46 57 33.     (N)    110 06 00.     (W)     SCALED    
 RW0014* NAVD 88     -      1366.531  (meters)    4483.36   (feet)  ADJUSTED  
 RW0014  ___________________________________________________________________
 RW0014  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RW0014  DYNAMIC HT  -        1366.282 (meters)    4482.54  (feet)  COMP
 RW0014  MODELED GRAV-     980,383.3   (mgal)                       NAVD 88
 RW0014
 RW0014  VERT ORDER  -  SECOND    CLASS 0
 RW0014
 RW0014.The horizontal coordinates were scaled from a topographic map and have
 RW0014.an estimated accuracy of +/- 6 seconds.
 RW0014
 RW0014.The orthometric height was determined by differential leveling
 RW0014.and adjusted by the National Geodetic Survey in June 1991..
 RW0014
 RW0014.The geoid height was determined by GEOID03.
 RW0014
 RW0014.The dynamic height is computed by dividing the NAVD 88
 RW0014.geopotential number by the normal gravity value computed on the
 RW0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0014.degrees latitude (g = 980.6199 gals.).
 RW0014
 RW0014.The modeled gravity was interpolated from observed gravity values.
 RW0014
 RW0014;                    North         East    Units  Estimated Accuracy
 RW0014;SPC MT       -   301,220.      554,360.      MT  (+/- 180 meters Scaled)
 RW0014
 RW0014                          SUPERSEDED SURVEY CONTROL
 RW0014
 RW0014  NGVD 29 (??/??/92) 1365.568  (m)         4480.20   (f) ADJ UNCH    2 0
 RW0014
 RW0014.Superseded values are not recommended for survey control.
 RW0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0014.See file dsdata.txt to determine how the superseded data were derived.
 RW0014
 RW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT684010(NAD 83)
 RW0014_MARKER: DR = REFERENCE MARK DISK
 RW0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0014_STAMPING: C 6 Q NO 1 1961
 RW0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0014+STABILITY: SURFACE MOTION
 RW0014
 RW0014  HISTORY     - Date     Condition        Report By
 RW0014  HISTORY     - 1961     MONUMENTED       CGS
 RW0014
 RW0014                          STATION DESCRIPTION
 RW0014
 RW0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0014'0.75 MI SW FROM UTICA.
 RW0014'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0014'CHURCH AT UTICA, THENCE 0.25 MILE SOUTH ALONG A PRIVATE GRAVELED ROAD
 RW0014'LEADING TO A RANCH HOUSE, IN SECTION 20, T 14 N, R 13 E, ABOUT 0.3
 RW0014'MILE NORTH OF THE RANCH HOUSE, 48 FEET EAST OF THE CENTER LINE OF THE
 RW0014'ROAD, 9 FEET NORTHEAST OF AN IRRIGATION DITCH, 32.9 FEET SOUTHEAST OF
 RW0014'C 6 Q 1961, 36.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 RW0014'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RW0014'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0012 ***********************************************************************
 RW0012  DESIGNATION -  C 6 Q RM 2
 RW0012  PID         -  RW0012
 RW0012  STATE/COUNTY-  MT/JUDITH BASIN
 RW0012  USGS QUAD   -  UTICA (1970)
 RW0012
 RW0012                         *CURRENT SURVEY CONTROL
 RW0012  ___________________________________________________________________
 RW0012* NAD 83(1986)-  46 57 35.     (N)    110 06 01.     (W)     SCALED    
 RW0012* NAVD 88     -      1366.348  (meters)    4482.76   (feet)  ADJUSTED  
 RW0012  ___________________________________________________________________
 RW0012  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RW0012  DYNAMIC HT  -        1366.099 (meters)    4481.94  (feet)  COMP
 RW0012  MODELED GRAV-     980,383.4   (mgal)                       NAVD 88
 RW0012
 RW0012  VERT ORDER  -  SECOND    CLASS 0
 RW0012
 RW0012.The horizontal coordinates were scaled from a topographic map and have
 RW0012.an estimated accuracy of +/- 6 seconds.
 RW0012
 RW0012.The orthometric height was determined by differential leveling
 RW0012.and adjusted by the National Geodetic Survey in June 1991..
 RW0012
 RW0012.The geoid height was determined by GEOID03.
 RW0012
 RW0012.The dynamic height is computed by dividing the NAVD 88
 RW0012.geopotential number by the normal gravity value computed on the
 RW0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0012.degrees latitude (g = 980.6199 gals.).
 RW0012
 RW0012.The modeled gravity was interpolated from observed gravity values.
 RW0012
 RW0012;                    North         East    Units  Estimated Accuracy
 RW0012;SPC MT       -   301,280.      554,340.      MT  (+/- 180 meters Scaled)
 RW0012
 RW0012                          SUPERSEDED SURVEY CONTROL
 RW0012
 RW0012  NGVD 29 (??/??/92) 1365.385  (m)         4479.60   (f) ADJ UNCH    2 0
 RW0012
 RW0012.Superseded values are not recommended for survey control.
 RW0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0012.See file dsdata.txt to determine how the superseded data were derived.
 RW0012
 RW0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT684010(NAD 83)
 RW0012_MARKER: DR = REFERENCE MARK DISK
 RW0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0012_STAMPING: C 6 Q NO 2 1961
 RW0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0012+STABILITY: SURFACE MOTION
 RW0012
 RW0012  HISTORY     - Date     Condition        Report By
 RW0012  HISTORY     - 1961     MONUMENTED       CGS
 RW0012
 RW0012                          STATION DESCRIPTION
 RW0012
 RW0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0012'0.75 MI SW FROM UTICA.
 RW0012'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0012'CHURCH AT UTICA, THENCE 0.25 MILE SOUTH ALONG A PRIVATE GRAVELED ROAD
 RW0012'LEADING TO A RANCH HOUSE, IN SECTION 20, T 14 N, R 13 E, ABOUT 0.3
 RW0012'MILE NORTH OF THE RANCH HOUSE, 52 FEET EAST OF THE CENTER LINE OF THE
 RW0012'ROAD, 38 FEET EAST OF AN IRRIGATION DITCH, 37.6 FEET NORTH OF C 6 Q
 RW0012'1961, 39.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RW0012'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0010 ***********************************************************************
 RW0010  DESIGNATION -  C 6 R
 RW0010  PID         -  RW0010
 RW0010  STATE/COUNTY-  MT/JUDITH BASIN
 RW0010  USGS QUAD   -  UTICA (1970)
 RW0010
 RW0010                         *CURRENT SURVEY CONTROL
 RW0010  ___________________________________________________________________
 RW0010* NAD 83(1986)-  46 57 47.     (N)    110 06 17.     (W)     SCALED    
 RW0010* NAVD 88     -      1404.471  (meters)    4607.84   (feet)  ADJUSTED  
 RW0010  ___________________________________________________________________
 RW0010  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 RW0010  DYNAMIC HT  -        1404.219 (meters)    4607.01  (feet)  COMP
 RW0010  MODELED GRAV-     980,384.3   (mgal)                       NAVD 88
 RW0010
 RW0010  VERT ORDER  -  SECOND    CLASS 0
 RW0010
 RW0010.The horizontal coordinates were scaled from a topographic map and have
 RW0010.an estimated accuracy of +/- 6 seconds.
 RW0010
 RW0010.The orthometric height was determined by differential leveling
 RW0010.and adjusted by the National Geodetic Survey in June 1991..
 RW0010
 RW0010.The geoid height was determined by GEOID03.
 RW0010
 RW0010.The dynamic height is computed by dividing the NAVD 88
 RW0010.geopotential number by the normal gravity value computed on the
 RW0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0010.degrees latitude (g = 980.6199 gals.).
 RW0010
 RW0010.The modeled gravity was interpolated from observed gravity values.
 RW0010
 RW0010;                    North         East    Units  Estimated Accuracy
 RW0010;SPC MT       -   301,650.      554,000.      MT  (+/- 180 meters Scaled)
 RW0010
 RW0010                          SUPERSEDED SURVEY CONTROL
 RW0010
 RW0010  NGVD 29 (??/??/92) 1403.511  (m)         4604.69   (f) ADJ UNCH    2 0
 RW0010
 RW0010.Superseded values are not recommended for survey control.
 RW0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0010.See file dsdata.txt to determine how the superseded data were derived.
 RW0010
 RW0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT681014(NAD 83)
 RW0010_MARKER: DS = TRIANGULATION STATION DISK
 RW0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0010_STAMPING: C 6 R 1961
 RW0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0010+STABILITY: SURFACE MOTION
 RW0010
 RW0010  HISTORY     - Date     Condition        Report By
 RW0010  HISTORY     - 1961     MONUMENTED       CGS
 RW0010
 RW0010                          STATION DESCRIPTION
 RW0010
 RW0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0010'0.8 MI SW FROM UTICA.
 RW0010'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0010'CHURCH AT UTICA, THENCE 0.3 MILE WEST ACROSS A PASTURE TO THE TOP OF A
 RW0010'HILL, IN SECTION 20, T 14 N, R 13 E, 7 FEET NORTHEAST OF A FENCE, 46.8
 RW0010'FEET WEST-SOUTHWEST OF C 6 R R.M. 1, 43.0 FEET NORTH-NORTHWEST OF C 6
 RW0010'R R.M. 2, 6.8 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE
 RW0010'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0011 ***********************************************************************
 RW0011  DESIGNATION -  C 6 R RM 1
 RW0011  PID         -  RW0011
 RW0011  STATE/COUNTY-  MT/JUDITH BASIN
 RW0011  USGS QUAD   -  UTICA (1970)
 RW0011
 RW0011                         *CURRENT SURVEY CONTROL
 RW0011  ___________________________________________________________________
 RW0011* NAD 83(1986)-  46 57 48.     (N)    110 06 16.     (W)     SCALED    
 RW0011* NAVD 88     -      1403.974  (meters)    4606.20   (feet)  ADJUSTED  
 RW0011  ___________________________________________________________________
 RW0011  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 RW0011  DYNAMIC HT  -        1403.722 (meters)    4605.38  (feet)  COMP
 RW0011  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 RW0011
 RW0011  VERT ORDER  -  SECOND    CLASS 0
 RW0011
 RW0011.The horizontal coordinates were scaled from a topographic map and have
 RW0011.an estimated accuracy of +/- 6 seconds.
 RW0011
 RW0011.The orthometric height was determined by differential leveling
 RW0011.and adjusted by the National Geodetic Survey in June 1991..
 RW0011
 RW0011.The geoid height was determined by GEOID03.
 RW0011
 RW0011.The dynamic height is computed by dividing the NAVD 88
 RW0011.geopotential number by the normal gravity value computed on the
 RW0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0011.degrees latitude (g = 980.6199 gals.).
 RW0011
 RW0011.The modeled gravity was interpolated from observed gravity values.
 RW0011
 RW0011;                    North         East    Units  Estimated Accuracy
 RW0011;SPC MT       -   301,680.      554,030.      MT  (+/- 180 meters Scaled)
 RW0011
 RW0011                          SUPERSEDED SURVEY CONTROL
 RW0011
 RW0011  NGVD 29 (??/??/92) 1403.015  (m)         4603.06   (f) ADJ UNCH    2 0
 RW0011
 RW0011.Superseded values are not recommended for survey control.
 RW0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0011.See file dsdata.txt to determine how the superseded data were derived.
 RW0011
 RW0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT681014(NAD 83)
 RW0011_MARKER: DR = REFERENCE MARK DISK
 RW0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0011_STAMPING: C 6 R NO 1 1961
 RW0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0011+STABILITY: SURFACE MOTION
 RW0011
 RW0011  HISTORY     - Date     Condition        Report By
 RW0011  HISTORY     - 1961     MONUMENTED       CGS
 RW0011
 RW0011                          STATION DESCRIPTION
 RW0011
 RW0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0011'0.8 MI SW FROM UTICA.
 RW0011'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0011'CHURCH AT UTICA, THENCE 0.3 MILE WEST ACROSS A PASTURE TO THE TOP OF A
 RW0011'HILL, IN SECTION 20, T 14 N, R 13 E, 53 1/2 FEET NORTHEAST OF A FENCE,
 RW0011'46.8 FEET EAST-NORTHEAST OF C 6 R 1961, AND SET IN THE TOP OF A
 RW0011'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0009 ***********************************************************************
 RW0009  DESIGNATION -  C 6 R RM 2
 RW0009  PID         -  RW0009
 RW0009  STATE/COUNTY-  MT/JUDITH BASIN
 RW0009  USGS QUAD   -  UTICA (1970)
 RW0009
 RW0009                         *CURRENT SURVEY CONTROL
 RW0009  ___________________________________________________________________
 RW0009* NAD 83(1986)-  46 57 46.     (N)    110 06 17.     (W)     SCALED    
 RW0009* NAVD 88     -      1404.354  (meters)    4607.45   (feet)  ADJUSTED  
 RW0009  ___________________________________________________________________
 RW0009  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 RW0009  DYNAMIC HT  -        1404.102 (meters)    4606.62  (feet)  COMP
 RW0009  MODELED GRAV-     980,384.2   (mgal)                       NAVD 88
 RW0009
 RW0009  VERT ORDER  -  SECOND    CLASS 0
 RW0009
 RW0009.The horizontal coordinates were scaled from a topographic map and have
 RW0009.an estimated accuracy of +/- 6 seconds.
 RW0009
 RW0009.The orthometric height was determined by differential leveling
 RW0009.and adjusted by the National Geodetic Survey in June 1991..
 RW0009
 RW0009.The geoid height was determined by GEOID03.
 RW0009
 RW0009.The dynamic height is computed by dividing the NAVD 88
 RW0009.geopotential number by the normal gravity value computed on the
 RW0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0009.degrees latitude (g = 980.6199 gals.).
 RW0009
 RW0009.The modeled gravity was interpolated from observed gravity values.
 RW0009
 RW0009;                    North         East    Units  Estimated Accuracy
 RW0009;SPC MT       -   301,620.      554,000.      MT  (+/- 180 meters Scaled)
 RW0009
 RW0009                          SUPERSEDED SURVEY CONTROL
 RW0009
 RW0009  NGVD 29 (??/??/92) 1403.395  (m)         4604.31   (f) ADJ UNCH    2 0
 RW0009
 RW0009.Superseded values are not recommended for survey control.
 RW0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0009.See file dsdata.txt to determine how the superseded data were derived.
 RW0009
 RW0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT681014(NAD 83)
 RW0009_MARKER: DR = REFERENCE MARK DISK
 RW0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0009_STAMPING: C 6 R NO 2 1961
 RW0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0009+STABILITY: SURFACE MOTION
 RW0009
 RW0009  HISTORY     - Date     Condition        Report By
 RW0009  HISTORY     - 1961     MONUMENTED       CGS
 RW0009
 RW0009                          STATION DESCRIPTION
 RW0009
 RW0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0009'0.8 MI SW FROM UTICA.
 RW0009'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0009'CHURCH AT UTICA, THENCE 0.3 MILE WEST ACROSS A PASTURE TO THE TOP OF A
 RW0009'HILL, IN SECTION 20, T 14 N, R 13 E, 1 FOOT NORTHEAST OF A FENCE, 43.0
 RW0009'FEET SOUTH-SOUTHEAST OF C 6 R 1961, AND SET IN THE TOP OF A CONCRETE
 RW0009'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0128 ***********************************************************************
 QU0128  DESIGNATION -  C 60
 QU0128  PID         -  QU0128
 QU0128  STATE/COUNTY-  MT/POWDER RIVER
 QU0128  USGS QUAD   -  BIDDLE (1970)
 QU0128
 QU0128                         *CURRENT SURVEY CONTROL
 QU0128  ___________________________________________________________________
 QU0128* NAD 83(1986)-  45 04 02.     (N)    105 22 25.     (W)     SCALED    
 QU0128* NAVD 88     -      1068.719  (meters)    3506.29   (feet)  ADJUSTED  
 QU0128  ___________________________________________________________________
 QU0128  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QU0128  DYNAMIC HT  -        1068.426 (meters)    3505.33  (feet)  COMP
 QU0128  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 QU0128
 QU0128  VERT ORDER  -  FIRST     CLASS II
 QU0128
 QU0128.The horizontal coordinates were scaled from a topographic map and have
 QU0128.an estimated accuracy of +/- 6 seconds.
 QU0128
 QU0128.The orthometric height was determined by differential leveling
 QU0128.and adjusted by the National Geodetic Survey in June 1991..
 QU0128.WARNING-Repeat measurements at this control monument indicate possible
 QU0128.vertical movement.
 QU0128
 QU0128.The geoid height was determined by GEOID03.
 QU0128
 QU0128.The dynamic height is computed by dividing the NAVD 88
 QU0128.geopotential number by the normal gravity value computed on the
 QU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0128.degrees latitude (g = 980.6199 gals.).
 QU0128
 QU0128.The modeled gravity was interpolated from observed gravity values.
 QU0128
 QU0128;                    North         East    Units  Estimated Accuracy
 QU0128;SPC MT       -    99,390.      924,810.      MT  (+/- 180 meters Scaled)
 QU0128
 QU0128                          SUPERSEDED SURVEY CONTROL
 QU0128
 QU0128  NGVD 29 (??/??/92) 1068.052  (m)         3504.10   (f) ADJ UNCH    1 2
 QU0128
 QU0128.Superseded values are not recommended for survey control.
 QU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0128.See file dsdata.txt to determine how the superseded data were derived.
 QU0128
 QU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK705904(NAD 83)
 QU0128_MARKER: DB = BENCH MARK DISK
 QU0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0128_SP_SET: CONCRETE POST
 QU0128_STAMPING: C 60 1933
 QU0128_MARK LOGO: CGS   
 QU0128_PROJECTION: PROJECTING 15 CENTIMETERS
 QU0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0128+STABILITY: SURFACE MOTION
 QU0128
 QU0128  HISTORY     - Date     Condition        Report By
 QU0128  HISTORY     - 1933     MONUMENTED       CGS
 QU0128  HISTORY     - 1953     GOOD             NGS
 QU0128  HISTORY     - 1985     GOOD             NGS
 QU0128
 QU0128                          STATION DESCRIPTION
 QU0128
 QU0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0128'29.2 MI S FROM BROADUS.
 QU0128'29.2 MILES SOUTH ALONG THE BROADUS-GILLETTE ROAD FROM THE
 QU0128'INTERSECTION OF STATE HIGHWAY 22 AND THE MAIN NORTH-AND-SOUTH
 QU0128'STREET AT BROADUS, POWDER RIVER COUNTY, 3.4 MILES SOUTH OF THE
 QU0128'POST OFFICE AND STORE AT BIDDLE, 3,490 FEET SOUTH OF THE 1/4
 QU0128'SEC. CORNER OF SECS. 8 AND 17, T. 9 S., R. 52 E., AT THE TOP OF
 QU0128'A SMALL RISE FROM THE NORTH, AT A CURVE TO THE LEFT, 161 FEET
 QU0128'NORTH OF THE CORNER OF A WIRE FENCE, AND 35 FEET EAST OF THE
 QU0128'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 60 1933 AND
 QU0128'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QU0128'GROUND.
 QU0128
 QU0128                          STATION RECOVERY (1985)
 QU0128
 QU0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0128'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.75 KM
 QU0128'(2.95 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY SCHOOL AT
 QU0128'BIDDLE, ON TOP OF A SHORT LOW CUT, 0.35 KM (0.2 MI) SOUTHWEST OF
 QU0128'MILEPOST 5, 17.2 METERS (56.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 QU0128'80.9 METERS (265.5 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD AND
 QU0128'0.9 METER (3 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 QU0128'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 QU0128'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0191 ***********************************************************************
 QU0191  DESIGNATION -  C 61
 QU0191  PID         -  QU0191
 QU0191  STATE/COUNTY-  MT/POWDER RIVER
 QU0191  USGS QUAD   -  COALWOOD (1973)
 QU0191
 QU0191                         *CURRENT SURVEY CONTROL
 QU0191  ___________________________________________________________________
 QU0191* NAD 83(1986)-  45 39 19.     (N)    105 33 14.     (W)     SCALED    
 QU0191* NAVD 88     -      1002.111  (meters)    3287.76   (feet)  ADJUSTED  
 QU0191  ___________________________________________________________________
 QU0191  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 QU0191  DYNAMIC HT  -        1001.904 (meters)    3287.08  (feet)  COMP
 QU0191  MODELED GRAV-     980,374.9   (mgal)                       NAVD 88
 QU0191
 QU0191  VERT ORDER  -  FIRST     CLASS II
 QU0191
 QU0191.The horizontal coordinates were scaled from a topographic map and have
 QU0191.an estimated accuracy of +/- 6 seconds.
 QU0191
 QU0191.The orthometric height was determined by differential leveling
 QU0191.and adjusted by the National Geodetic Survey in June 1991..
 QU0191
 QU0191.The geoid height was determined by GEOID03.
 QU0191
 QU0191.The dynamic height is computed by dividing the NAVD 88
 QU0191.geopotential number by the normal gravity value computed on the
 QU0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0191.degrees latitude (g = 980.6199 gals.).
 QU0191
 QU0191.The modeled gravity was interpolated from observed gravity values.
 QU0191
 QU0191;                    North         East    Units  Estimated Accuracy
 QU0191;SPC MT       -   163,920.      907,340.      MT  (+/- 180 meters Scaled)
 QU0191
 QU0191                          SUPERSEDED SURVEY CONTROL
 QU0191
 QU0191  NGVD 29 (??/??/92) 1001.442  (m)         3285.56   (f) ADJ UNCH    1 2
 QU0191
 QU0191.Superseded values are not recommended for survey control.
 QU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0191.See file dsdata.txt to determine how the superseded data were derived.
 QU0191
 QU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL568558(NAD 83)
 QU0191_MARKER: DB = BENCH MARK DISK
 QU0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0191_STAMPING: C 61 1933
 QU0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0191+STABILITY: SURFACE MOTION
 QU0191
 QU0191  HISTORY     - Date     Condition        Report By
 QU0191  HISTORY     - 1933     MONUMENTED       CGS
 QU0191  HISTORY     - 1985     MARK NOT FOUND   NGS
 QU0191
 QU0191                          STATION DESCRIPTION
 QU0191
 QU0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QU0191'17.5 MI N FROM BROADUS.
 QU0191'17.5 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE INTERSECTION WITH
 QU0191'THE MAIN NORTH-AND-SOUTH STREET AT BROADUS, POWDER RIVER COUNTY, 108
 QU0191'FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER A DRY
 QU0191'CREEK BED, 11 FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING WEST
 QU0191'TO A RANCHHOUSE, 43 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 QU0191'IN THE CORNER OF A WIRE FENCE.  A STANDARD DISK, STAMPED C 61
 QU0191'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 QU0191'ABOVE GROUND.
 QU0191
 QU0191                          STATION RECOVERY (1985)
 QU0191
 QU0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0191'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0269 ***********************************************************************
 RT0269  DESIGNATION -  C 62
 RT0269  PID         -  RT0269
 RT0269  STATE/COUNTY-  MT/CUSTER
 RT0269  USGS QUAD   -  WHITNEY CREEK (1969)
 RT0269
 RT0269                         *CURRENT SURVEY CONTROL
 RT0269  ___________________________________________________________________
 RT0269* NAD 83(1986)-  46 15 13.     (N)    105 44 54.     (W)     SCALED    
 RT0269* NAVD 88     -       745.021  (meters)    2444.29   (feet)  ADJUSTED  
 RT0269  ___________________________________________________________________
 RT0269  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 RT0269  DYNAMIC HT  -         744.947 (meters)    2444.05  (feet)  COMP
 RT0269  MODELED GRAV-     980,489.9   (mgal)                       NAVD 88
 RT0269
 RT0269  VERT ORDER  -  FIRST     CLASS II
 RT0269
 RT0269.The horizontal coordinates were scaled from a topographic map and have
 RT0269.an estimated accuracy of +/- 6 seconds.
 RT0269
 RT0269.The orthometric height was determined by differential leveling
 RT0269.and adjusted by the National Geodetic Survey in June 1991..
 RT0269
 RT0269.The geoid height was determined by GEOID03.
 RT0269
 RT0269.The dynamic height is computed by dividing the NAVD 88
 RT0269.geopotential number by the normal gravity value computed on the
 RT0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0269.degrees latitude (g = 980.6199 gals.).
 RT0269
 RT0269.The modeled gravity was interpolated from observed gravity values.
 RT0269
 RT0269;                    North         East    Units  Estimated Accuracy
 RT0269;SPC MT       -   229,580.      889,030.      MT  (+/- 180 meters Scaled)
 RT0269
 RT0269                          SUPERSEDED SURVEY CONTROL
 RT0269
 RT0269  NGVD 29 (??/??/92)  744.383  (m)         2442.20   (f) ADJ UNCH    1 2
 RT0269
 RT0269.Superseded values are not recommended for survey control.
 RT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0269.See file dsdata.txt to determine how the superseded data were derived.
 RT0269
 RT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM423224(NAD 83)
 RT0269_MARKER: DB = BENCH MARK DISK
 RT0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0269_STAMPING: C 62 1933
 RT0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0269+STABILITY: SURFACE MOTION
 RT0269
 RT0269  HISTORY     - Date     Condition        Report By
 RT0269  HISTORY     - 1933     MONUMENTED       CGS
 RT0269  HISTORY     - 1937     GOOD             NGS
 RT0269
 RT0269                          STATION DESCRIPTION
 RT0269
 RT0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RT0269'13.9 MI S FROM MILES CITY.
 RT0269'13.9 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT MILES
 RT0269'CITY, CUSTER COUNTY, 143 FEET EAST OF THE CENTERLINE OF THE ROAD
 RT0269'LEADING EAST TO ASHLAND, 83 FEET SOUTH OF THE CENTERLINE OF THE
 RT0269'HIGHWAY, AND 53 FEET EAST OF THE CORNER OF A WIRE FENCE.  A STANDARD
 RT0269'DISK, STAMPED C 62 1933 AND SET IN THE TOP OF A CONCRETE POST
 RT0269'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- IN JULY 1937 IT WAS REPORTED
 RT0269'THAT THIS BENCH MARK WAS LOCATED 15.2 MILES SOUTHEAST ALONG THE OLD
 RT0269'TONGUE RIVER ROAD FROM THE POST OFFICE AT MILES CITY, 0.4 MILE NORTH
 RT0269'OF THE BRIDGE OVER PUMPKIN CREEK, AND 50 PACES EAST-SOUTHEAST OF THE
 RT0269'CENTER OF A WIRE GATE ACROSS AN OLD ROAD ALONG THE SIDE OF AN
 RT0269'IRRIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0191 ***********************************************************************
 TH0191  DESIGNATION -  C 63
 TH0191  PID         -  TH0191
 TH0191  STATE/COUNTY-  MT/DANIELS
 TH0191  USGS QUAD   -  FLAXVILLE (1973)
 TH0191
 TH0191                         *CURRENT SURVEY CONTROL
 TH0191  ___________________________________________________________________
 TH0191* NAD 83(1986)-  48 48 27.     (N)    105 13 47.     (W)     SCALED    
 TH0191* NAVD 88     -       846.246  (meters)    2776.39   (feet)  ADJUSTED  
 TH0191  ___________________________________________________________________
 TH0191  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 TH0191  DYNAMIC HT  -         846.380 (meters)    2776.83  (feet)  COMP
 TH0191  MODELED GRAV-     980,739.3   (mgal)                       NAVD 88
 TH0191
 TH0191  VERT ORDER  -  SECOND    CLASS 0
 TH0191
 TH0191.The horizontal coordinates were scaled from a topographic map and have
 TH0191.an estimated accuracy of +/- 6 seconds.
 TH0191
 TH0191.The orthometric height was determined by differential leveling
 TH0191.and adjusted by the National Geodetic Survey in June 1991..
 TH0191
 TH0191.The geoid height was determined by GEOID03.
 TH0191
 TH0191.The dynamic height is computed by dividing the NAVD 88
 TH0191.geopotential number by the normal gravity value computed on the
 TH0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0191.degrees latitude (g = 980.6199 gals.).
 TH0191
 TH0191.The modeled gravity was interpolated from observed gravity values.
 TH0191
 TH0191;                    North         East    Units  Estimated Accuracy
 TH0191;SPC MT       -   515,010.      913,480.      MT  (+/- 180 meters Scaled)
 TH0191
 TH0191                          SUPERSEDED SURVEY CONTROL
 TH0191
 TH0191  NGVD 29 (??/??/92)  845.639  (m)         2774.40   (f) ADJ UNCH    2 0
 TH0191
 TH0191.Superseded values are not recommended for survey control.
 TH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0191.See file dsdata.txt to determine how the superseded data were derived.
 TH0191
 TH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ831060(NAD 83)
 TH0191_MARKER: DB = BENCH MARK DISK
 TH0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0191_STAMPING: C 63 1934
 TH0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0191+STABILITY: SURFACE MOTION
 TH0191
 TH0191  HISTORY     - Date     Condition        Report By
 TH0191  HISTORY     - 1934     MONUMENTED       CGS
 TH0191  HISTORY     - 1963     GOOD             LOCENG
 TH0191  HISTORY     - 1973     MARK NOT FOUND   USGS
 TH0191
 TH0191                          STATION DESCRIPTION
 TH0191
 TH0191'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 TH0191'2.3 MI W FROM FLAXVILLE.
 TH0191'2.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0191'FLAXVILLE, DANIELS COUNTY, AT MILEPOST 89, 40 FEET NORTH OF THE
 TH0191'CENTERLINE OF THE TRACK, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 TH0191'STANDARD DISK, STAMPED C 63 1934 AND SET IN THE TOP OF A CONCRETE
 TH0191'POST.
 TH0191
 TH0191                          STATION RECOVERY (1973)
 TH0191
 TH0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TH0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0154 ***********************************************************************
 TH0154  DESIGNATION -  C 64
 TH0154  PID         -  TH0154
 TH0154  STATE/COUNTY-  MT/SHERIDAN
 TH0154  USGS QUAD   -  REDSTONE (1983)
 TH0154
 TH0154                         *CURRENT SURVEY CONTROL
 TH0154  ___________________________________________________________________
 TH0154* NAD 83(1986)-  48 47 55.     (N)    104 54 05.     (W)     SCALED    
 TH0154* NAVD 88     -       636.303  (meters)    2087.60   (feet)  ADJUSTED  
 TH0154  ___________________________________________________________________
 TH0154  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 TH0154  DYNAMIC HT  -         636.413 (meters)    2087.97  (feet)  COMP
 TH0154  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 TH0154
 TH0154  VERT ORDER  -  SECOND    CLASS 0
 TH0154
 TH0154.The horizontal coordinates were scaled from a topographic map and have
 TH0154.an estimated accuracy of +/- 6 seconds.
 TH0154
 TH0154.The orthometric height was determined by differential leveling
 TH0154.and adjusted by the National Geodetic Survey in June 1991..
 TH0154
 TH0154.The geoid height was determined by GEOID03.
 TH0154
 TH0154.The dynamic height is computed by dividing the NAVD 88
 TH0154.geopotential number by the normal gravity value computed on the
 TH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0154.degrees latitude (g = 980.6199 gals.).
 TH0154
 TH0154.The modeled gravity was interpolated from observed gravity values.
 TH0154
 TH0154;                    North         East    Units  Estimated Accuracy
 TH0154;SPC MT       -   515,390.      937,610.      MT  (+/- 180 meters Scaled)
 TH0154
 TH0154                          SUPERSEDED SURVEY CONTROL
 TH0154
 TH0154  NGVD 29 (??/??/92)  635.760  (m)         2085.82   (f) ADJ UNCH    2 0
 TH0154
 TH0154.Superseded values are not recommended for survey control.
 TH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0154.See file dsdata.txt to determine how the superseded data were derived.
 TH0154
 TH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ072050(NAD 83)
 TH0154_MARKER: DB = BENCH MARK DISK
 TH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0154_STAMPING: C 64 1934
 TH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0154+STABILITY: SURFACE MOTION
 TH0154
 TH0154  HISTORY     - Date     Condition        Report By
 TH0154  HISTORY     - 1934     MONUMENTED       CGS
 TH0154  HISTORY     - 1977     GOOD             USGS
 TH0154
 TH0154                          STATION DESCRIPTION
 TH0154
 TH0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0154'4.2 MI W FROM ARCHER.
 TH0154'4.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM ARCHER, SHERIDAN
 TH0154'COUNTY, 169 YARDS EAST OF MILEPOST 72, 44 FEET NORTH OF THE CENTERLINE
 TH0154'OF THE TRACK, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 TH0154'DISK, STAMPED C 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TH0154
 TH0154                          STATION RECOVERY (1977)
 TH0154
 TH0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0154'2.5 MILES SOUTHEAST OF THE BURLINGTON NORTHERN RAILROAD STATION AT
 TH0154'REDSTONE, SHERIDAN COUNTY, 1658 FEET SOUTHEAST OF A COUNTY ROAD
 TH0154'CROSSING, AND 46 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. A
 TH0154'STANDARD DISK, STAMPED C 64 1934 AND SET IN THE TOP OF A CONCRETE
 TH0154'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0006 ***********************************************************************
 SR0006  DESIGNATION -  C 66
 SR0006  PID         -  SR0006
 SR0006  STATE/COUNTY-  MT/PHILLIPS
 SR0006  USGS QUAD   -  BEAR MOUNTAIN (1971)
 SR0006
 SR0006                         *CURRENT SURVEY CONTROL
 SR0006  ___________________________________________________________________
 SR0006* NAD 83(1986)-  47 54 06.     (N)    108 24 36.     (W)     SCALED    
 SR0006* NAVD 88     -       985.942  (meters)    3234.71   (feet)  ADJUSTED  
 SR0006  ___________________________________________________________________
 SR0006  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 SR0006  DYNAMIC HT  -         985.949 (meters)    3234.73  (feet)  COMP
 SR0006  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 SR0006
 SR0006  VERT ORDER  -  FIRST     CLASS II
 SR0006
 SR0006.The horizontal coordinates were scaled from a topographic map and have
 SR0006.an estimated accuracy of +/- 6 seconds.
 SR0006
 SR0006.The orthometric height was determined by differential leveling
 SR0006.and adjusted by the National Geodetic Survey in June 1991..
 SR0006
 SR0006.The geoid height was determined by GEOID03.
 SR0006
 SR0006.The dynamic height is computed by dividing the NAVD 88
 SR0006.geopotential number by the normal gravity value computed on the
 SR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0006.degrees latitude (g = 980.6199 gals.).
 SR0006
 SR0006.The modeled gravity was interpolated from observed gravity values.
 SR0006
 SR0006;                    North         East    Units  Estimated Accuracy
 SR0006;SPC MT       -   406,330.      681,450.      MT  (+/- 180 meters Scaled)
 SR0006
 SR0006                          SUPERSEDED SURVEY CONTROL
 SR0006
 SR0006  NGVD 29 (??/??/92)  985.141  (m)         3232.08   (f) ADJ UNCH    1 2
 SR0006
 SR0006.Superseded values are not recommended for survey control.
 SR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0006.See file dsdata.txt to determine how the superseded data were derived.
 SR0006
 SR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU935086(NAD 83)
 SR0006_MARKER: DB = BENCH MARK DISK
 SR0006_SETTING: 66 = SET IN ROCK OUTCROP
 SR0006_SP_SET: SANDSTONE OUTCROP
 SR0006_STAMPING: C 66 1933
 SR0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0006+STABILITY: POSITION/ELEVATION WELL
 SR0006
 SR0006  HISTORY     - Date     Condition        Report By
 SR0006  HISTORY     - 1933     MONUMENTED       CGS
 SR0006  HISTORY     - 1934     MARK NOT FOUND   NGS
 SR0006
 SR0006                          STATION DESCRIPTION
 SR0006
 SR0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0006'6.0 MI E FROM ZORTMAN.
 SR0006'6.0 MILES EAST ALONG STATE HIGHWAY 19 FROM ZORTMAN, PHILLIPS COUNTY,
 SR0006'ON THE NORTH SLOPE OF A HILL, 60 FEET SOUTH OF A DRY CREEK, 310 FEET
 SR0006'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 SR0006'SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED C 66 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0277 ***********************************************************************
 QY0277  DESIGNATION -  C 67
 QY0277  PID         -  QY0277
 QY0277  STATE/COUNTY-  MT/BEAVERHEAD
 QY0277  USGS QUAD   -  WISDOM (1962)
 QY0277
 QY0277                         *CURRENT SURVEY CONTROL
 QY0277  ___________________________________________________________________
 QY0277* NAD 83(1986)-  45 31 30.     (N)    113 27 37.     (W)     SCALED    
 QY0277* NAVD 88     -      1888.147  (meters)    6194.70   (feet)  ADJUSTED  
 QY0277  ___________________________________________________________________
 QY0277  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 QY0277  DYNAMIC HT  -        1887.210 (meters)    6191.62  (feet)  COMP
 QY0277  MODELED GRAV-     980,052.9   (mgal)                       NAVD 88
 QY0277
 QY0277  VERT ORDER  -  SECOND    CLASS 0
 QY0277
 QY0277.The horizontal coordinates were scaled from a topographic map and have
 QY0277.an estimated accuracy of +/- 6 seconds.
 QY0277
 QY0277.The orthometric height was determined by differential leveling
 QY0277.and adjusted by the National Geodetic Survey in June 1991..
 QY0277
 QY0277.The geoid height was determined by GEOID03.
 QY0277
 QY0277.The dynamic height is computed by dividing the NAVD 88
 QY0277.geopotential number by the normal gravity value computed on the
 QY0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0277.degrees latitude (g = 980.6199 gals.).
 QY0277
 QY0277.The modeled gravity was interpolated from observed gravity values.
 QY0277
 QY0277;                    North         East    Units  Estimated Accuracy
 QY0277;SPC MT       -   149,520.      290,830.      MT  (+/- 180 meters Scaled)
 QY0277
 QY0277                          SUPERSEDED SURVEY CONTROL
 QY0277
 QY0277  NGVD 29 (??/??/92) 1886.816  (m)         6190.33   (f) ADJ UNCH    2 0
 QY0277
 QY0277.Superseded values are not recommended for survey control.
 QY0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0277.See file dsdata.txt to determine how the superseded data were derived.
 QY0277
 QY0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR078442(NAD 83)
 QY0277_MARKER: DB = BENCH MARK DISK
 QY0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0277_STAMPING: C 67 1934
 QY0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0277+STABILITY: SURFACE MOTION
 QY0277
 QY0277  HISTORY     - Date     Condition        Report By
 QY0277  HISTORY     - 1934     MONUMENTED       CGS
 QY0277
 QY0277                          STATION DESCRIPTION
 QY0277
 QY0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0277'6.5 MI S FROM WISDOM.
 QY0277'6.5 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE GILMORE PUBLIC SCHOOL
 QY0277'AT WISDOM, BEAVERHEAD COUNTY, 0.2 MILE SOUTHEAST OF A BRIDGE OVER AN
 QY0277'IRRIGATION DITCH, 780 FEET NORTHWEST OF THE JUNCTION OF SUNNY SLOPE
 QY0277'ROAD, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 QY0277'SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT NORTHEAST OF A FENCE.  A
 QY0277'STANDARD DISK, STAMPED C 67 1934 AND SET IN THE TOP OF A CONCRETE
 QY0277'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0172 ***********************************************************************
 QY0172  DESIGNATION -  C 68
 QY0172  PID         -  QY0172
 QY0172  STATE/COUNTY-  MT/BEAVERHEAD
 QY0172  USGS QUAD   -  BANNACK (1988)
 QY0172
 QY0172                         *CURRENT SURVEY CONTROL
 QY0172  ___________________________________________________________________
 QY0172* NAD 83(1986)-  45 13 59.     (N)    112 54 03.     (W)     SCALED    
 QY0172* NAVD 88     -      1947.272  (meters)    6388.67   (feet)  ADJUSTED  
 QY0172  ___________________________________________________________________
 QY0172  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 QY0172  DYNAMIC HT  -        1946.339 (meters)    6385.61  (feet)  COMP
 QY0172  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 QY0172
 QY0172  VERT ORDER  -  SECOND    CLASS 0
 QY0172
 QY0172.The horizontal coordinates were scaled from a topographic map and have
 QY0172.an estimated accuracy of +/- 6 seconds.
 QY0172
 QY0172.The orthometric height was determined by differential leveling
 QY0172.and adjusted by the National Geodetic Survey in June 1991..
 QY0172
 QY0172.The geoid height was determined by GEOID03.
 QY0172
 QY0172.The dynamic height is computed by dividing the NAVD 88
 QY0172.geopotential number by the normal gravity value computed on the
 QY0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0172.degrees latitude (g = 980.6199 gals.).
 QY0172
 QY0172.The modeled gravity was interpolated from observed gravity values.
 QY0172
 QY0172;                    North         East    Units  Estimated Accuracy
 QY0172;SPC MT       -   115,060.      333,060.      MT  (+/- 180 meters Scaled)
 QY0172
 QY0172                          SUPERSEDED SURVEY CONTROL
 QY0172
 QY0172  NGVD 29 (??/??/92) 1946.021  (m)         6384.57   (f) ADJ UNCH    2 0
 QY0172
 QY0172.Superseded values are not recommended for survey control.
 QY0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0172.See file dsdata.txt to determine how the superseded data were derived.
 QY0172
 QY0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR507105(NAD 83)
 QY0172_MARKER: DB = BENCH MARK DISK
 QY0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0172_STAMPING: C 68 1934
 QY0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0172+STABILITY: SURFACE MOTION
 QY0172
 QY0172  HISTORY     - Date     Condition        Report By
 QY0172  HISTORY     - 1934     MONUMENTED       CGS
 QY0172
 QY0172                          STATION DESCRIPTION
 QY0172
 QY0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0172'13.8 MI W FROM DILLON.
 QY0172'13.8 MILES WEST ALONG STATE HIGHWAY 36 FROM THE UNION PACIFIC RAILROAD
 QY0172'STATION AT DILLON, BEAVERHEAD COUNTY, 200 FEET SOUTHEAST OF THE CREST
 QY0172'OF A RIDGE PARALLELING THE HIGHWAY, ON THE OUTSIDE OF A CURVE,
 QY0172'IMMEDIATELY ABOVE A GULCH TO THE SOUTHEAST, AND 36 FEET NORTHWEST OF
 QY0172'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 68 1934 AND
 QY0172'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0440 ***********************************************************************
 RX0440  DESIGNATION -  C 69
 RX0440  PID         -  RX0440
 RX0440  STATE/COUNTY-  MT/DEER LODGE
 RX0440  USGS QUAD   -  ANACONDA NORTH (1996)
 RX0440
 RX0440                         *CURRENT SURVEY CONTROL
 RX0440  ___________________________________________________________________
 RX0440* NAD 83(1986)-  46 07 45.     (N)    112 56 54.     (W)     SCALED    
 RX0440* NAVD 88     -      1606.070  (meters)    5269.25   (feet)  ADJUSTED  
 RX0440  ___________________________________________________________________
 RX0440  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 RX0440  DYNAMIC HT  -        1605.481 (meters)    5267.32  (feet)  COMP
 RX0440  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 RX0440
 RX0440  VERT ORDER  -  SECOND    CLASS 0
 RX0440
 RX0440.The horizontal coordinates were scaled from a topographic map and have
 RX0440.an estimated accuracy of +/- 6 seconds.
 RX0440
 RX0440.The orthometric height was determined by differential leveling
 RX0440.and adjusted by the National Geodetic Survey in June 1991..
 RX0440
 RX0440.The geoid height was determined by GEOID03.
 RX0440
 RX0440.The dynamic height is computed by dividing the NAVD 88
 RX0440.geopotential number by the normal gravity value computed on the
 RX0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0440.degrees latitude (g = 980.6199 gals.).
 RX0440
 RX0440.The modeled gravity was interpolated from observed gravity values.
 RX0440
 RX0440;                    North         East    Units  Estimated Accuracy
 RX0440;SPC MT       -   214,690.      333,720.      MT  (+/- 180 meters Scaled)
 RX0440
 RX0440                          SUPERSEDED SURVEY CONTROL
 RX0440
 RX0440  NGVD 29 (??/??/92) 1604.878  (m)         5265.34   (f) ADJ UNCH    2 0
 RX0440
 RX0440.Superseded values are not recommended for survey control.
 RX0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0440.See file dsdata.txt to determine how the superseded data were derived.
 RX0440
 RX0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS494102(NAD 83)
 RX0440_MARKER: DB = BENCH MARK DISK
 RX0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0440_SP_SET: BUILDING
 RX0440_STAMPING: C 69 1934
 RX0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0440
 RX0440  HISTORY     - Date     Condition        Report By
 RX0440  HISTORY     - 1934     MONUMENTED       CGS
 RX0440  HISTORY     - 1944     GOOD             NGS
 RX0440
 RX0440                          STATION DESCRIPTION
 RX0440
 RX0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RX0440'IN ANACONDA.
 RX0440'AT ANACONDA, DEER LODGE COUNTY, AT THE CITY HALL, IN THE NORTH WALL,
 RX0440'24 FEET WEST OF THE CENTER OF THE FRONT ENTRANCE, 1 FOOT EAST OF THE
 RX0440'NORTHWEST CORNER OF THE BUILDING, AND 3 FEET ABOVE THE GROUND.  A
 RX0440'STANDARD DISK, STAMPED C 69 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0028 ***********************************************************************
 RW0028  DESIGNATION -  C 7 O
 RW0028  PID         -  RW0028
 RW0028  STATE/COUNTY-  MT/JUDITH BASIN
 RW0028  USGS QUAD   -  RED HILL (1970)
 RW0028
 RW0028                         *CURRENT SURVEY CONTROL
 RW0028  ___________________________________________________________________
 RW0028* NAD 83(1986)-  46 54 29.     (N)    110 13 57.     (W)     SCALED    
 RW0028* NAVD 88     -      1539.956  (meters)    5052.34   (feet)  ADJUSTED  
 RW0028  ___________________________________________________________________
 RW0028  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 RW0028  DYNAMIC HT  -        1539.644 (meters)    5051.32  (feet)  COMP
 RW0028  MODELED GRAV-     980,355.7   (mgal)                       NAVD 88
 RW0028
 RW0028  VERT ORDER  -  SECOND    CLASS 0
 RW0028
 RW0028.The horizontal coordinates were scaled from a topographic map and have
 RW0028.an estimated accuracy of +/- 6 seconds.
 RW0028
 RW0028.The orthometric height was determined by differential leveling
 RW0028.and adjusted by the National Geodetic Survey in June 1991..
 RW0028
 RW0028.The geoid height was determined by GEOID03.
 RW0028
 RW0028.The dynamic height is computed by dividing the NAVD 88
 RW0028.geopotential number by the normal gravity value computed on the
 RW0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0028.degrees latitude (g = 980.6199 gals.).
 RW0028
 RW0028.The modeled gravity was interpolated from observed gravity values.
 RW0028
 RW0028;                    North         East    Units  Estimated Accuracy
 RW0028;SPC MT       -   295,620.      544,230.      MT  (+/- 180 meters Scaled)
 RW0028
 RW0028                          SUPERSEDED SURVEY CONTROL
 RW0028
 RW0028  NGVD 29 (??/??/92) 1538.97   (m)         5049.1    (f) COMPUTED    2 0
 RW0028
 RW0028.Superseded values are not recommended for survey control.
 RW0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0028.See file dsdata.txt to determine how the superseded data were derived.
 RW0028
 RW0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS584952(NAD 83)
 RW0028_MARKER: DS = TRIANGULATION STATION DISK
 RW0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0028_STAMPING: C 7 O 1961
 RW0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0028+STABILITY: SURFACE MOTION
 RW0028
 RW0028  HISTORY     - Date     Condition        Report By
 RW0028  HISTORY     - 1961     MONUMENTED       CGS
 RW0028
 RW0028                          STATION DESCRIPTION
 RW0028
 RW0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0028'8.75 MI SW FROM UTICA.
 RW0028'ABOUT 8.35 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0028'CHURCH AT UTICA, THENCE 0.4 MILE NORTHWEST ACROSS A PASTURE TO THE TOP
 RW0028'OF A LONG HILL, IN SECTION 8, T 13 N, R 12 E, 144 FEET SOUTH OF A
 RW0028'POWER POLE, 26.2 FEET NORTHEAST OF C 7 O R.M. 2, 21.4 FEET NORTHWEST
 RW0028'OF C 7 O R.M. 1, 4.7 FEET EAST OF A METAL WITNESS POST, AND SET IN THE
 RW0028'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0027 ***********************************************************************
 RW0027  DESIGNATION -  C 7 O RM 1
 RW0027  PID         -  RW0027
 RW0027  STATE/COUNTY-  MT/JUDITH BASIN
 RW0027  USGS QUAD   -  RED HILL (1970)
 RW0027
 RW0027                         *CURRENT SURVEY CONTROL
 RW0027  ___________________________________________________________________
 RW0027* NAD 83(1986)-  46 54 29.     (N)    110 13 57.     (W)     SCALED    
 RW0027* NAVD 88     -      1538.928  (meters)    5048.97   (feet)  ADJUSTED  
 RW0027  ___________________________________________________________________
 RW0027  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 RW0027  DYNAMIC HT  -        1538.616 (meters)    5047.94  (feet)  COMP
 RW0027  MODELED GRAV-     980,355.7   (mgal)                       NAVD 88
 RW0027
 RW0027  VERT ORDER  -  SECOND    CLASS 0
 RW0027
 RW0027.The horizontal coordinates were scaled from a topographic map and have
 RW0027.an estimated accuracy of +/- 6 seconds.
 RW0027
 RW0027.The orthometric height was determined by differential leveling
 RW0027.and adjusted by the National Geodetic Survey in June 1991..
 RW0027
 RW0027.The geoid height was determined by GEOID03.
 RW0027
 RW0027.The dynamic height is computed by dividing the NAVD 88
 RW0027.geopotential number by the normal gravity value computed on the
 RW0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0027.degrees latitude (g = 980.6199 gals.).
 RW0027
 RW0027.The modeled gravity was interpolated from observed gravity values.
 RW0027
 RW0027;                    North         East    Units  Estimated Accuracy
 RW0027;SPC MT       -   295,620.      544,230.      MT  (+/- 180 meters Scaled)
 RW0027
 RW0027                          SUPERSEDED SURVEY CONTROL
 RW0027
 RW0027  NGVD 29 (??/??/92) 1537.95   (m)         5045.8    (f) COMPUTED    2 0
 RW0027
 RW0027.Superseded values are not recommended for survey control.
 RW0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0027.See file dsdata.txt to determine how the superseded data were derived.
 RW0027
 RW0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS584952(NAD 83)
 RW0027_MARKER: DR = REFERENCE MARK DISK
 RW0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0027_STAMPING: C 7 O NO 1 1961
 RW0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0027+STABILITY: SURFACE MOTION
 RW0027
 RW0027  HISTORY     - Date     Condition        Report By
 RW0027  HISTORY     - 1961     MONUMENTED       CGS
 RW0027
 RW0027                          STATION DESCRIPTION
 RW0027
 RW0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0027'8.75 MI SW FROM UTICA.
 RW0027'ABOUT 8.35 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0027'CHURCH AT UTICA, THENCE 0.4 MILE NORTHWEST ACROSS A PASTURE TO THE TOP
 RW0027'OF A LONG HILL, IN SECTION 8, T 13 N, R 12 E, 165 FEET SOUTH OF A
 RW0027'POWER POLE, 21.4 FEET SOUTHEAST OF C 7 O 1961, AND SET IN THE TOP OF A
 RW0027'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0029 ***********************************************************************
 RW0029  DESIGNATION -  C 7 O RM 2
 RW0029  PID         -  RW0029
 RW0029  STATE/COUNTY-  MT/JUDITH BASIN
 RW0029  USGS QUAD   -  RED HILL (1970)
 RW0029
 RW0029                         *CURRENT SURVEY CONTROL
 RW0029  ___________________________________________________________________
 RW0029* NAD 83(1986)-  46 54 30.     (N)    110 13 58.     (W)     SCALED    
 RW0029* NAVD 88     -      1540.349  (meters)    5053.63   (feet)  ADJUSTED  
 RW0029  ___________________________________________________________________
 RW0029  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 RW0029  DYNAMIC HT  -        1540.036 (meters)    5052.60  (feet)  COMP
 RW0029  MODELED GRAV-     980,355.7   (mgal)                       NAVD 88
 RW0029
 RW0029  VERT ORDER  -  SECOND    CLASS 0
 RW0029
 RW0029.The horizontal coordinates were scaled from a topographic map and have
 RW0029.an estimated accuracy of +/- 6 seconds.
 RW0029
 RW0029.The orthometric height was determined by differential leveling
 RW0029.and adjusted by the National Geodetic Survey in June 1991..
 RW0029
 RW0029.The geoid height was determined by GEOID03.
 RW0029
 RW0029.The dynamic height is computed by dividing the NAVD 88
 RW0029.geopotential number by the normal gravity value computed on the
 RW0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0029.degrees latitude (g = 980.6199 gals.).
 RW0029
 RW0029.The modeled gravity was interpolated from observed gravity values.
 RW0029
 RW0029;                    North         East    Units  Estimated Accuracy
 RW0029;SPC MT       -   295,650.      544,210.      MT  (+/- 180 meters Scaled)
 RW0029
 RW0029                          SUPERSEDED SURVEY CONTROL
 RW0029
 RW0029  NGVD 29 (??/??/92) 1539.367  (m)         5050.41   (f) ADJ UNCH    2 0
 RW0029
 RW0029.Superseded values are not recommended for survey control.
 RW0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0029.See file dsdata.txt to determine how the superseded data were derived.
 RW0029
 RW0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS584952(NAD 83)
 RW0029_MARKER: DR = REFERENCE MARK DISK
 RW0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0029_STAMPING: C 7 O NO 2 1961
 RW0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0029+STABILITY: SURFACE MOTION
 RW0029
 RW0029  HISTORY     - Date     Condition        Report By
 RW0029  HISTORY     - 1961     MONUMENTED       CGS
 RW0029
 RW0029                          STATION DESCRIPTION
 RW0029
 RW0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0029'8.75 MI SW FROM UTICA.
 RW0029'ABOUT 8.35 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0029'CHURCH AT UTICA, THENCE 0.4 MILE NORTHWEST ACROSS A PASTURE TO THE TOP
 RW0029'OF A LONG HILL, IN SECTION 8, T 13 N, R 12 E, 153 FEET SOUTH OF A
 RW0029'POWER POLE, 26.2 FEET SOUTHWEST OF C 7 O 1961, AND SET IN THE TOP OF A
 RW0029'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0024 ***********************************************************************
 RW0024  DESIGNATION -  C 7 P
 RW0024  PID         -  RW0024
 RW0024  STATE/COUNTY-  MT/JUDITH BASIN
 RW0024  USGS QUAD   -  RED HILL (1970)
 RW0024
 RW0024                         *CURRENT SURVEY CONTROL
 RW0024  ___________________________________________________________________
 RW0024* NAD 83(1986)-  46 54 41.     (N)    110 13 20.     (W)     SCALED    
 RW0024* NAVD 88     -      1504.602  (meters)    4936.35   (feet)  ADJUSTED  
 RW0024  ___________________________________________________________________
 RW0024  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RW0024  DYNAMIC HT  -        1504.298 (meters)    4935.35  (feet)  COMP
 RW0024  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 RW0024
 RW0024  VERT ORDER  -  SECOND    CLASS 0
 RW0024
 RW0024.The horizontal coordinates were scaled from a topographic map and have
 RW0024.an estimated accuracy of +/- 6 seconds.
 RW0024
 RW0024.The orthometric height was determined by differential leveling
 RW0024.and adjusted by the National Geodetic Survey in June 1991..
 RW0024
 RW0024.The geoid height was determined by GEOID03.
 RW0024
 RW0024.The dynamic height is computed by dividing the NAVD 88
 RW0024.geopotential number by the normal gravity value computed on the
 RW0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0024.degrees latitude (g = 980.6199 gals.).
 RW0024
 RW0024.The modeled gravity was interpolated from observed gravity values.
 RW0024
 RW0024;                    North         East    Units  Estimated Accuracy
 RW0024;SPC MT       -   295,990.      545,010.      MT  (+/- 180 meters Scaled)
 RW0024
 RW0024                          SUPERSEDED SURVEY CONTROL
 RW0024
 RW0024  NGVD 29 (??/??/92) 1503.619  (m)         4933.12   (f) ADJ UNCH    2 0
 RW0024
 RW0024.Superseded values are not recommended for survey control.
 RW0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0024.See file dsdata.txt to determine how the superseded data were derived.
 RW0024
 RW0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS592956(NAD 83)
 RW0024_MARKER: DS = TRIANGULATION STATION DISK
 RW0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0024_STAMPING: C 7 P 1961
 RW0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0024+STABILITY: SURFACE MOTION
 RW0024
 RW0024  HISTORY     - Date     Condition        Report By
 RW0024  HISTORY     - 1961     MONUMENTED       CGS
 RW0024
 RW0024                          STATION DESCRIPTION
 RW0024
 RW0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0024'8.1 MI SW FROM UTICA.
 RW0024'ABOUT 7.75 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0024'CHURCH AT UTICA, THENCE 0.35 MILE WEST ALONG A DIM TRAIL ROAD ON THE
 RW0024'SOUTH SLOPE OF A HILL, IN SECTION 8, T 13 N, R 12 E, ABOUT 135 FEET
 RW0024'SOUTH OF THE CREST OF THE HILL, 30.5 FEET SOUTH OF C 7 P R.M. 1, 31.3
 RW0024'FEET WEST OF C 7 P R.M. 2, 7.0 FEET WEST OF A METAL WITNESS POST, AND
 RW0024'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0025 ***********************************************************************
 RW0025  DESIGNATION -  C 7 P RM 1
 RW0025  PID         -  RW0025
 RW0025  STATE/COUNTY-  MT/JUDITH BASIN
 RW0025  USGS QUAD   -  RED HILL (1970)
 RW0025
 RW0025                         *CURRENT SURVEY CONTROL
 RW0025  ___________________________________________________________________
 RW0025* NAD 83(1986)-  46 54 42.     (N)    110 13 19.     (W)     SCALED    
 RW0025* NAVD 88     -      1505.499  (meters)    4939.29   (feet)  ADJUSTED  
 RW0025  ___________________________________________________________________
 RW0025  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RW0025  DYNAMIC HT  -        1505.195 (meters)    4938.29  (feet)  COMP
 RW0025  MODELED GRAV-     980,358.2   (mgal)                       NAVD 88
 RW0025
 RW0025  VERT ORDER  -  SECOND    CLASS 0
 RW0025
 RW0025.The horizontal coordinates were scaled from a topographic map and have
 RW0025.an estimated accuracy of +/- 6 seconds.
 RW0025
 RW0025.The orthometric height was determined by differential leveling
 RW0025.and adjusted by the National Geodetic Survey in June 1991..
 RW0025
 RW0025.The geoid height was determined by GEOID03.
 RW0025
 RW0025.The dynamic height is computed by dividing the NAVD 88
 RW0025.geopotential number by the normal gravity value computed on the
 RW0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0025.degrees latitude (g = 980.6199 gals.).
 RW0025
 RW0025.The modeled gravity was interpolated from observed gravity values.
 RW0025
 RW0025;                    North         East    Units  Estimated Accuracy
 RW0025;SPC MT       -   296,020.      545,040.      MT  (+/- 180 meters Scaled)
 RW0025
 RW0025                          SUPERSEDED SURVEY CONTROL
 RW0025
 RW0025  NGVD 29 (??/??/92) 1504.517  (m)         4936.07   (f) ADJ UNCH    2 0
 RW0025
 RW0025.Superseded values are not recommended for survey control.
 RW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0025.See file dsdata.txt to determine how the superseded data were derived.
 RW0025
 RW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS592956(NAD 83)
 RW0025_MARKER: DR = REFERENCE MARK DISK
 RW0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0025_STAMPING: C 7 P NO 1 1961
 RW0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0025+STABILITY: SURFACE MOTION
 RW0025
 RW0025  HISTORY     - Date     Condition        Report By
 RW0025  HISTORY     - 1961     MONUMENTED       CGS
 RW0025
 RW0025                          STATION DESCRIPTION
 RW0025
 RW0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0025'8.1 MI SW FROM UTICA.
 RW0025'ABOUT 7.75 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0025'CHURCH AT UTICA, THENCE 0.35 MILE WEST ALONG A DIM TRAIL ROAD, IN
 RW0025'SECTION 8, T 13 N, R 12 E, 105 FEET SOUTH OF THE CREST OF A HILL, 30.5
 RW0025'FEET NORTH OF C 7 P 1961, 28.0 FEET NORTH OF A METAL WITNESS POST, AND
 RW0025'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0023 ***********************************************************************
 RW0023  DESIGNATION -  C 7 P RM 2
 RW0023  PID         -  RW0023
 RW0023  STATE/COUNTY-  MT/JUDITH BASIN
 RW0023  USGS QUAD   -  RED HILL (1970)
 RW0023
 RW0023                         *CURRENT SURVEY CONTROL
 RW0023  ___________________________________________________________________
 RW0023* NAD 83(1986)-  46 54 40.     (N)    110 13 20.     (W)     SCALED    
 RW0023* NAVD 88     -      1504.441  (meters)    4935.82   (feet)  ADJUSTED  
 RW0023  ___________________________________________________________________
 RW0023  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RW0023  DYNAMIC HT  -        1504.137 (meters)    4934.82  (feet)  COMP
 RW0023  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 RW0023
 RW0023  VERT ORDER  -  SECOND    CLASS 0
 RW0023
 RW0023.The horizontal coordinates were scaled from a topographic map and have
 RW0023.an estimated accuracy of +/- 6 seconds.
 RW0023
 RW0023.The orthometric height was determined by differential leveling
 RW0023.and adjusted by the National Geodetic Survey in June 1991..
 RW0023
 RW0023.The geoid height was determined by GEOID03.
 RW0023
 RW0023.The dynamic height is computed by dividing the NAVD 88
 RW0023.geopotential number by the normal gravity value computed on the
 RW0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0023.degrees latitude (g = 980.6199 gals.).
 RW0023
 RW0023.The modeled gravity was interpolated from observed gravity values.
 RW0023
 RW0023;                    North         East    Units  Estimated Accuracy
 RW0023;SPC MT       -   295,960.      545,010.      MT  (+/- 180 meters Scaled)
 RW0023
 RW0023                          SUPERSEDED SURVEY CONTROL
 RW0023
 RW0023  NGVD 29 (??/??/92) 1503.459  (m)         4932.60   (f) ADJ UNCH    2 0
 RW0023
 RW0023.Superseded values are not recommended for survey control.
 RW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0023.See file dsdata.txt to determine how the superseded data were derived.
 RW0023
 RW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS592955(NAD 83)
 RW0023_MARKER: DR = REFERENCE MARK DISK
 RW0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0023_STAMPING: C 7 P NO 2 1961
 RW0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0023+STABILITY: SURFACE MOTION
 RW0023
 RW0023  HISTORY     - Date     Condition        Report By
 RW0023  HISTORY     - 1961     MONUMENTED       CGS
 RW0023
 RW0023                          STATION DESCRIPTION
 RW0023
 RW0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0023'8.1 MI SW FROM UTICA.
 RW0023'ABOUT 7.75 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0023'CHURCH AT UTICA, THENCE 0.35 MILE WEST ALONG A DIM TRAIL ROAD, IN
 RW0023'SECTION 8, T 13 N, R 12 E, 140 FEET SOUTH OF THE CREST OF A HILL, 31.3
 RW0023'FEET EAST OF C 7 P 1961, 25.5 FEET EAST OF A METAL WITNESS POST, AND
 RW0023'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0265 ***********************************************************************
 QY0265  DESIGNATION -  C 70
 QY0265  PID         -  QY0265
 QY0265  STATE/COUNTY-  MT/BEAVERHEAD
 QY0265  USGS QUAD   -  PROPOSAL ROCK (1962)
 QY0265
 QY0265                         *CURRENT SURVEY CONTROL
 QY0265  ___________________________________________________________________
 QY0265* NAD 83(1986)-  45 44 36.     (N)    113 22 29.     (W)     SCALED    
 QY0265* NAVD 88     -      1812.432  (meters)    5946.29   (feet)  ADJUSTED  
 QY0265  ___________________________________________________________________
 QY0265  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 QY0265  DYNAMIC HT  -        1811.620 (meters)    5943.62  (feet)  COMP
 QY0265  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 QY0265
 QY0265  VERT ORDER  -  SECOND    CLASS 0
 QY0265
 QY0265.The horizontal coordinates were scaled from a topographic map and have
 QY0265.an estimated accuracy of +/- 6 seconds.
 QY0265
 QY0265.The orthometric height was determined by differential leveling
 QY0265.and adjusted by the National Geodetic Survey in June 1991..
 QY0265
 QY0265.The geoid height was determined by GEOID03.
 QY0265
 QY0265.The dynamic height is computed by dividing the NAVD 88
 QY0265.geopotential number by the normal gravity value computed on the
 QY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0265.degrees latitude (g = 980.6199 gals.).
 QY0265
 QY0265.The modeled gravity was interpolated from observed gravity values.
 QY0265
 QY0265;                    North         East    Units  Estimated Accuracy
 QY0265;SPC MT       -   173,420.      298,700.      MT  (+/- 180 meters Scaled)
 QY0265
 QY0265                          SUPERSEDED SURVEY CONTROL
 QY0265
 QY0265  NGVD 29 (??/??/92) 1811.162  (m)         5942.12   (f) ADJ UNCH    2 0
 QY0265
 QY0265.Superseded values are not recommended for survey control.
 QY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0265.See file dsdata.txt to determine how the superseded data were derived.
 QY0265
 QY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR152682(NAD 83)
 QY0265_MARKER: DB = BENCH MARK DISK
 QY0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0265_STAMPING: C-70 1934
 QY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0265+STABILITY: SURFACE MOTION
 QY0265
 QY0265  HISTORY     - Date     Condition        Report By
 QY0265  HISTORY     - 1934     MONUMENTED       CGS
 QY0265
 QY0265                          STATION DESCRIPTION
 QY0265
 QY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0265'12.6 MI SW FROM FISHTRAP.
 QY0265'12.6 MILES SOUTHWEST OF, ALONG STATE HWY. 43, FROM FISHTRAP POST
 QY0265'OFFICE.  900 FEET EAST OF TED WOODWARDS RANCH HOUSE.  78 FEET
 QY0265'SOUTHEAST OF INTERSECTION OF CENTERLINES OF STATE HIGHWAY 43 AND ROAD
 QY0265'LEADING TO TED WOODWARDS RANCH HOUSE.  33 FEET EAST OF CENTERLINE OF
 QY0265'STATE HIGHWAY 43.  3 FEET WEST OF FENCE.  PRECAST CONCRETE POST SET ON
 QY0265'TOP OF SMALL RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0390 ***********************************************************************
 QY0390  DESIGNATION -  C 71
 QY0390  PID         -  QY0390
 QY0390  STATE/COUNTY-  MT/RAVALLI
 QY0390  USGS QUAD   -  LOST TRAIL PASS (1994)
 QY0390
 QY0390                         *CURRENT SURVEY CONTROL
 QY0390  ___________________________________________________________________
 QY0390* NAD 83(1986)-  45 43 55.     (N)    113 54 13.     (W)     SCALED    
 QY0390* NAVD 88     -      2077.043  (meters)    6814.43   (feet)  ADJUSTED  
 QY0390  ___________________________________________________________________
 QY0390  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 QY0390  DYNAMIC HT  -        2076.075 (meters)    6811.26  (feet)  COMP
 QY0390  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 QY0390
 QY0390  VERT ORDER  -  FIRST     CLASS II
 QY0390
 QY0390.The horizontal coordinates were scaled from a topographic map and have
 QY0390.an estimated accuracy of +/- 6 seconds.
 QY0390
 QY0390.The orthometric height was determined by differential leveling
 QY0390.and adjusted by the National Geodetic Survey in June 1991..
 QY0390
 QY0390.The geoid height was determined by GEOID03.
 QY0390
 QY0390.The dynamic height is computed by dividing the NAVD 88
 QY0390.geopotential number by the normal gravity value computed on the
 QY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0390.degrees latitude (g = 980.6199 gals.).
 QY0390
 QY0390.The modeled gravity was interpolated from observed gravity values.
 QY0390
 QY0390;                    North         East    Units  Estimated Accuracy
 QY0390;SPC MT       -   174,330.      257,540.      MT  (+/- 180 meters Scaled)
 QY0390
 QY0390                          SUPERSEDED SURVEY CONTROL
 QY0390
 QY0390  NGVD 29 (??/??/92) 2075.709  (m)         6810.06   (f) ADJ UNCH    1 2
 QY0390
 QY0390.Superseded values are not recommended for survey control.
 QY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0390.See file dsdata.txt to determine how the superseded data were derived.
 QY0390
 QY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR740683(NAD 83)
 QY0390_MARKER: DB = BENCH MARK DISK
 QY0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0390_STAMPING: 6810.150 C 71 1934
 QY0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0390+STABILITY: SURFACE MOTION
 QY0390
 QY0390  HISTORY     - Date     Condition        Report By
 QY0390  HISTORY     - 1934     MONUMENTED       CGS
 QY0390  HISTORY     - 1935     GOOD             NGS
 QY0390
 QY0390                          STATION DESCRIPTION
 QY0390
 QY0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QY0390'11.9 MI S FROM SULA.
 QY0390'11.9 MILES SOUTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 93 FROM THE OLD
 QY0390'POST OFFICE AT SULA, 1.3 MILES SOUTH OF THE ARCHWAY AT THE CONTINENTAL
 QY0390'DIVIDE, 0.5 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 36, 200 FEET
 QY0390'SOUTH OF TRAIL CREEK, 60 FEET SOUTHEAST OF THE ROCK HEADWALL OF A
 QY0390'SMALL CULVERT, AND 4 FEET SOUTHWEST OF A 3-FOOT ROCK PILE MARKED WITH
 QY0390'THE LETTERS USBM.  A STANDARD DISK, STAMPED 6810.150 C 71 1934 AND SET
 QY0390'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0045 ***********************************************************************
 RY0045  DESIGNATION -  C 73
 RY0045  PID         -  RY0045
 RY0045  STATE/COUNTY-  MT/MISSOULA
 RY0045  USGS QUAD   -  FLORENCE (1967)
 RY0045
 RY0045                         *CURRENT SURVEY CONTROL
 RY0045  ___________________________________________________________________
 RY0045* NAD 83(1986)-  46 40 57.     (N)    114 04 26.     (W)     SCALED    
 RY0045* NAVD 88     -       970.347  (meters)    3183.55   (feet)  ADJUSTED  
 RY0045  ___________________________________________________________________
 RY0045  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 RY0045  DYNAMIC HT  -         970.180 (meters)    3183.00  (feet)  COMP
 RY0045  MODELED GRAV-     980,410.4   (mgal)                       NAVD 88
 RY0045
 RY0045  VERT ORDER  -  FIRST     CLASS II
 RY0045
 RY0045.The horizontal coordinates were scaled from a topographic map and have
 RY0045.an estimated accuracy of +/- 6 seconds.
 RY0045
 RY0045.The orthometric height was determined by differential leveling
 RY0045.and adjusted by the National Geodetic Survey in June 1991..
 RY0045
 RY0045.The geoid height was determined by GEOID03.
 RY0045
 RY0045.The dynamic height is computed by dividing the NAVD 88
 RY0045.geopotential number by the normal gravity value computed on the
 RY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0045.degrees latitude (g = 980.6199 gals.).
 RY0045
 RY0045.The modeled gravity was interpolated from observed gravity values.
 RY0045
 RY0045;                    North         East    Units  Estimated Accuracy
 RY0045;SPC MT       -   280,510.      250,480.      MT  (+/- 180 meters Scaled)
 RY0045
 RY0045                          SUPERSEDED SURVEY CONTROL
 RY0045
 RY0045  NGVD 29 (??/??/92)  969.287  (m)         3180.07   (f) ADJ UNCH    1 2
 RY0045
 RY0045.Superseded values are not recommended for survey control.
 RY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0045.See file dsdata.txt to determine how the superseded data were derived.
 RY0045
 RY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM237740(NAD 83)
 RY0045_MARKER: DB = BENCH MARK DISK
 RY0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0045_STAMPING: 3180.148 C 73 1934
 RY0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0045+STABILITY: SURFACE MOTION
 RY0045
 RY0045  HISTORY     - Date     Condition        Report By
 RY0045  HISTORY     - 1934     MONUMENTED       CGS
 RY0045  HISTORY     - 1935     GOOD             NGS
 RY0045
 RY0045                          STATION DESCRIPTION
 RY0045
 RY0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0045'13.0 MI N FROM STEVENSVILLE.
 RY0045'IN MISSOULA COUNTY, 13.0 MILES NORTH ALONG THE NORTHERN PACIFIC
 RY0045'RAILWAY FROM THE STATION AT STEVENSVILLE, 0.3 MILE SOUTH OF MILEPOST
 RY0045'16, 62 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A LANE, 43 FEET
 RY0045'WEST OF THE CENTERLINE OF THE TRACK, 34 FEET NORTH OF THE CENTERLINE
 RY0045'OF THE LANE, 35 FEET WEST OF THE WEST END OF A CATTLE GUARD, 32 FEET
 RY0045'NORTHWEST OF A FENCE CORNER, AND 32 FEET SOUTHWEST OF A TELEGRAPH
 RY0045'POLE.  A STANDARD DISK, STAMPED 3180.148 C 73 1934 AND SET IN THE TOP
 RY0045'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0121 ***********************************************************************
 RY0121  DESIGNATION -  C 74
 RY0121  PID         -  RY0121
 RY0121  STATE/COUNTY-  MT/RAVALLI
 RY0121  USGS QUAD   -  MOUNTAIN HOUSE (1964)
 RY0121
 RY0121                         *CURRENT SURVEY CONTROL
 RY0121  ___________________________________________________________________
 RY0121* NAD 83(1986)-  46 11 49.     (N)    114 05 54.     (W)     SCALED    
 RY0121* NAVD 88     -      1163.639  (meters)    3817.71   (feet)  ADJUSTED  
 RY0121  ___________________________________________________________________
 RY0121  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 RY0121  DYNAMIC HT  -        1163.319 (meters)    3816.66  (feet)  COMP
 RY0121  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 RY0121
 RY0121  VERT ORDER  -  SECOND    CLASS 0
 RY0121
 RY0121.The horizontal coordinates were scaled from a topographic map and have
 RY0121.an estimated accuracy of +/- 6 seconds.
 RY0121
 RY0121.The orthometric height was determined by differential leveling
 RY0121.and adjusted by the National Geodetic Survey in June 1991..
 RY0121
 RY0121.The geoid height was determined by GEOID03.
 RY0121
 RY0121.The dynamic height is computed by dividing the NAVD 88
 RY0121.geopotential number by the normal gravity value computed on the
 RY0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0121.degrees latitude (g = 980.6199 gals.).
 RY0121
 RY0121.The modeled gravity was interpolated from observed gravity values.
 RY0121
 RY0121;                    North         East    Units  Estimated Accuracy
 RY0121;SPC MT       -   226,770.      245,450.      MT  (+/- 180 meters Scaled)
 RY0121
 RY0121                          SUPERSEDED SURVEY CONTROL
 RY0121
 RY0121  NGVD 29 (??/??/92) 1162.522  (m)         3814.04   (f) ADJ UNCH    2 0
 RY0121
 RY0121.Superseded values are not recommended for survey control.
 RY0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0121.See file dsdata.txt to determine how the superseded data were derived.
 RY0121
 RY0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM238200(NAD 83)
 RY0121_MARKER: DB = BENCH MARK DISK
 RY0121_SETTING: 80 = SET IN A BOULDER
 RY0121_STAMPING: C 74 1934
 RY0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0121+STABILITY: SURFACE MOTION
 RY0121
 RY0121  HISTORY     - Date     Condition        Report By
 RY0121  HISTORY     - 1934     MONUMENTED       CGS
 RY0121  HISTORY     - 1965     GOOD             NGS
 RY0121  HISTORY     - 1986     GOOD             USPSQD
 RY0121
 RY0121                          STATION DESCRIPTION
 RY0121
 RY0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0121'6.15 MI SE FROM HAMILTON.
 RY0121'2.8 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE NORTHERN PACIFIC
 RY0121'RAILWAY STATION AT HAMILTON, THENCE 2.95 MILES SOUTHEAST ALONG STATE
 RY0121'HIGHWAY 38, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, AT A CURVE,
 RY0121'ABOUT 100 YARDS NORTH-NORTHWEST OF AND ACROSS THE ROAD FROM A BARN, IN
 RY0121'THE TOP AND 2.0 FEET NORTH OF THE SOUTH EDGE OF A 5- BY 4-FOOT BOULDER
 RY0121'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND AT THE HIGHEST POINT, 33
 RY0121'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTHEAST OF A
 RY0121'TELEPHONE POLE, 6.0 FEET NORTHEAST OF A FENCE, AND ABOUT 7 FEET HIGHER
 RY0121'THAN THE ROAD.
 RY0121
 RY0121                          STATION RECOVERY (1986)
 RY0121
 RY0121'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0454 ***********************************************************************
 RW0454  DESIGNATION -  C 79
 RW0454  PID         -  RW0454
 RW0454  STATE/COUNTY-  MT/BROADWATER
 RW0454  USGS QUAD   -  TOWNSEND NE (1986)
 RW0454
 RW0454                         *CURRENT SURVEY CONTROL
 RW0454  ___________________________________________________________________
 RW0454* NAD 83(1986)-  46 29 57.     (N)    111 35 35.     (W)     SCALED    
 RW0454* NAVD 88     -      1168.729  (meters)    3834.41   (feet)  ADJUSTED  
 RW0454  ___________________________________________________________________
 RW0454  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 RW0454  DYNAMIC HT  -        1168.456 (meters)    3833.51  (feet)  COMP
 RW0454  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 RW0454
 RW0454  VERT ORDER  -  FIRST     CLASS II
 RW0454
 RW0454.The horizontal coordinates were scaled from a topographic map and have
 RW0454.an estimated accuracy of +/- 6 seconds.
 RW0454
 RW0454.The orthometric height was determined by differential leveling
 RW0454.and adjusted by the National Geodetic Survey in June 1991..
 RW0454
 RW0454.The geoid height was determined by GEOID03.
 RW0454
 RW0454.The dynamic height is computed by dividing the NAVD 88
 RW0454.geopotential number by the normal gravity value computed on the
 RW0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0454.degrees latitude (g = 980.6199 gals.).
 RW0454
 RW0454.The modeled gravity was interpolated from observed gravity values.
 RW0454
 RW0454;                    North         East    Units  Estimated Accuracy
 RW0454;SPC MT       -   252,080.      439,440.      MT  (+/- 180 meters Scaled)
 RW0454
 RW0454                          SUPERSEDED SURVEY CONTROL
 RW0454
 RW0454  NGVD 29 (??/??/92) 1167.712  (m)         3831.07   (f) ADJ UNCH    1 2
 RW0454
 RW0454.Superseded values are not recommended for survey control.
 RW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0454.See file dsdata.txt to determine how the superseded data were derived.
 RW0454
 RW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS544496(NAD 83)
 RW0454_MARKER: DB = BENCH MARK DISK
 RW0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0454_STAMPING: C 79 1934
 RW0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0454+STABILITY: SURFACE MOTION
 RW0454
 RW0454  HISTORY     - Date     Condition        Report By
 RW0454  HISTORY     - 1934     MONUMENTED       CGS
 RW0454  HISTORY     - 1936     GOOD             NGS
 RW0454
 RW0454                          STATION DESCRIPTION
 RW0454
 RW0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RW0454'4.1 MI E FROM WINSTON.
 RW0454'4.1 MILES EAST ALONG THE WATSON ROAD FROM THE NORTHERN PACIFIC RAILWAY
 RW0454'STATION AT WINSTON, BROADWATER COUNTY, 100 FEET EAST OF A
 RW0454'GALVANIZED-IRON PIPE CULVERT, 65 FEET SOUTH OF THE CENTERLINE OF A
 RW0454'SMALL DRY RUN, AND 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 RW0454'STANDARD DISK, STAMPED C 79 1934 AND SET IN THE TOP OF A CONCRETE
 RW0454'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0003 ***********************************************************************
 SP0003  DESIGNATION -  C 79
 SP0003  PID         -  SP0003
 SP0003  STATE/COUNTY-  MT/RICHLAND
 SP0003  USGS QUAD   -  CRANE NE (1966)
 SP0003
 SP0003                         *CURRENT SURVEY CONTROL
 SP0003  ___________________________________________________________________
 SP0003* NAD 83(1986)-  47 38 17.     (N)    104 17 18.     (W)     SCALED    
 SP0003* NAVD 88     -       617.674  (meters)    2026.49   (feet)  ADJUSTED  
 SP0003  ___________________________________________________________________
 SP0003  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 SP0003  DYNAMIC HT  -         617.729 (meters)    2026.67  (feet)  COMP
 SP0003  MODELED GRAV-     980,680.9   (mgal)                       NAVD 88
 SP0003
 SP0003  VERT ORDER  -  SECOND    CLASS 0
 SP0003
 SP0003.The horizontal coordinates were scaled from a topographic map and have
 SP0003.an estimated accuracy of +/- 6 seconds.
 SP0003
 SP0003.The orthometric height was determined by differential leveling
 SP0003.and adjusted by the National Geodetic Survey in June 1991..
 SP0003
 SP0003.The geoid height was determined by GEOID03.
 SP0003
 SP0003.The dynamic height is computed by dividing the NAVD 88
 SP0003.geopotential number by the normal gravity value computed on the
 SP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0003.degrees latitude (g = 980.6199 gals.).
 SP0003
 SP0003.The modeled gravity was interpolated from observed gravity values.
 SP0003
 SP0003;                    North         East    Units  Estimated Accuracy
 SP0003;SPC MT       -   389,490.      991,130.      MT  (+/- 180 meters Scaled)
 SP0003
 SP0003                          SUPERSEDED SURVEY CONTROL
 SP0003
 SP0003  NGVD 29 (??/??/92)  617.133  (m)         2024.71   (f) ADJ UNCH    2 0
 SP0003
 SP0003.Superseded values are not recommended for survey control.
 SP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0003.See file dsdata.txt to determine how the superseded data were derived.
 SP0003
 SP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN534763(NAD 83)
 SP0003_MARKER: DB = BENCH MARK DISK
 SP0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SP0003_SP_SET: CULVERT
 SP0003_STAMPING: C 79 1934
 SP0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0003
 SP0003  HISTORY     - Date     Condition        Report By
 SP0003  HISTORY     - 1934     MONUMENTED       CGS
 SP0003
 SP0003                          STATION DESCRIPTION
 SP0003
 SP0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0003'8.8 MI SW FROM SIDNEY.
 SP0003'8.8 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SP0003'AT SIDNEY, RICHLAND COUNTY, 160 FEET SOUTHWEST OF MILEPOST 20, AT A
 SP0003'CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL, AND 10 FEET
 SP0003'NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C
 SP0003'79 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0204 ***********************************************************************
 QV0204  DESIGNATION -  C 8
 QV0204  PID         -  QV0204
 QV0204  STATE/COUNTY-  MT/BIG HORN
 QV0204  USGS QUAD   -  WYOLA (1967)
 QV0204
 QV0204                         *CURRENT SURVEY CONTROL
 QV0204  ___________________________________________________________________
 QV0204* NAD 83(1986)-  45 10 50.     (N)    107 23 16.     (W)     SCALED    
 QV0204* NAVD 88     -      1097.353  (meters)    3600.23   (feet)  ADJUSTED  
 QV0204  ___________________________________________________________________
 QV0204  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 QV0204  DYNAMIC HT  -        1097.001 (meters)    3599.08  (feet)  COMP
 QV0204  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 QV0204
 QV0204  VERT ORDER  -  FIRST     CLASS II
 QV0204
 QV0204.The horizontal coordinates were scaled from a topographic map and have
 QV0204.an estimated accuracy of +/- 6 seconds.
 QV0204
 QV0204.The orthometric height was determined by differential leveling
 QV0204.and adjusted by the National Geodetic Survey in June 1991..
 QV0204
 QV0204.The geoid height was determined by GEOID03.
 QV0204
 QV0204.The dynamic height is computed by dividing the NAVD 88
 QV0204.geopotential number by the normal gravity value computed on the
 QV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0204.degrees latitude (g = 980.6199 gals.).
 QV0204
 QV0204.The modeled gravity was interpolated from observed gravity values.
 QV0204
 QV0204;                    North         East    Units  Estimated Accuracy
 QV0204;SPC MT       -   105,670.      765,980.      MT  (+/- 180 meters Scaled)
 QV0204
 QV0204                          SUPERSEDED SURVEY CONTROL
 QV0204
 QV0204  NGVD 29 (??/??/92) 1096.581  (m)         3597.70   (f) ADJ UNCH    1 2
 QV0204
 QV0204.Superseded values are not recommended for survey control.
 QV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0204.See file dsdata.txt to determine how the superseded data were derived.
 QV0204
 QV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL123057(NAD 83)
 QV0204_MARKER: B = BOLT
 QV0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0204_SP_SET: ABUTMENT
 QV0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0204
 QV0204  HISTORY     - Date     Condition        Report By
 QV0204  HISTORY     - UNK      MONUMENTED       CGS
 QV0204  HISTORY     - 1957     GOOD             NGS
 QV0204
 QV0204                          STATION DESCRIPTION
 QV0204
 QV0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0204'3.6 MI N FROM WYOLA.
 QV0204'ABOUT 3.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0204'RAILROAD FROM THE STATION AT WYOLA, IN THE WEST END OF THE BRIDGE SEAT
 QV0204'OF THE SOUTH ABUTMENT OF BRIDGE 740.65, 8 1/2 FEET WEST OF THE WEST
 QV0204'RAIL AND ABOUT 6 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0056 ***********************************************************************
 RW0056  DESIGNATION -  C 8 M
 RW0056  PID         -  RW0056
 RW0056  STATE/COUNTY-  MT/JUDITH BASIN
 RW0056  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0056
 RW0056                         *CURRENT SURVEY CONTROL
 RW0056  ___________________________________________________________________
 RW0056* NAD 83(1986)-  46 59 05.     (N)    110 17 08.     (W)     SCALED    
 RW0056* NAVD 88     -      1692.827  (meters)    5553.88   (feet)  ADJUSTED  
 RW0056  ___________________________________________________________________
 RW0056  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 RW0056  DYNAMIC HT  -        1692.450 (meters)    5552.65  (feet)  COMP
 RW0056  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 RW0056
 RW0056  VERT ORDER  -  SECOND    CLASS 0
 RW0056
 RW0056.The horizontal coordinates were scaled from a topographic map and have
 RW0056.an estimated accuracy of +/- 6 seconds.
 RW0056
 RW0056.The orthometric height was determined by differential leveling
 RW0056.and adjusted by the National Geodetic Survey in June 1991..
 RW0056
 RW0056.The geoid height was determined by GEOID03.
 RW0056
 RW0056.The dynamic height is computed by dividing the NAVD 88
 RW0056.geopotential number by the normal gravity value computed on the
 RW0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0056.degrees latitude (g = 980.6199 gals.).
 RW0056
 RW0056.The modeled gravity was interpolated from observed gravity values.
 RW0056
 RW0056;                    North         East    Units  Estimated Accuracy
 RW0056;SPC MT       -   304,180.      540,270.      MT  (+/- 180 meters Scaled)
 RW0056
 RW0056                          SUPERSEDED SURVEY CONTROL
 RW0056
 RW0056  NGVD 29 (??/??/92) 1691.801  (m)         5550.52   (f) ADJ UNCH    2 0
 RW0056
 RW0056.Superseded values are not recommended for survey control.
 RW0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0056.See file dsdata.txt to determine how the superseded data were derived.
 RW0056
 RW0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT543037(NAD 83)
 RW0056_MARKER: DS = TRIANGULATION STATION DISK
 RW0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0056_STAMPING: C 8 M 1961
 RW0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0056+STABILITY: SURFACE MOTION
 RW0056
 RW0056  HISTORY     - Date     Condition        Report By
 RW0056  HISTORY     - 1961     MONUMENTED       CGS
 RW0056
 RW0056                          STATION DESCRIPTION
 RW0056
 RW0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0056'18.95 MI S FROM STANFORD.
 RW0056'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RW0056'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 RW0056'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 RW0056'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A
 RW0056'GRAVELED ROAD, THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 RW0056'0.25 MILE NORTHEAST ALONG A FENCE TO THE TOP OF A RIDGE, THENCE 0.1
 RW0056'MILE SOUTHEAST ALONG THE TOP OF THE RIDGE, IN SECTION 11, T 14 N, R 11
 RW0056'E, 55.0 FEET EAST OF C 8 M R.M. 2, 51.4 FEET NORTHWEST OF C 8 M R.M.
 RW0056'1, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0055 ***********************************************************************
 RW0055  DESIGNATION -  C 8 M RM 2
 RW0055  PID         -  RW0055
 RW0055  STATE/COUNTY-  MT/JUDITH BASIN
 RW0055  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0055
 RW0055                         *CURRENT SURVEY CONTROL
 RW0055  ___________________________________________________________________
 RW0055* NAD 83(1986)-  46 59 05.     (N)    110 17 08.     (W)     SCALED    
 RW0055* NAVD 88     -      1692.468  (meters)    5552.71   (feet)  ADJUSTED  
 RW0055  ___________________________________________________________________
 RW0055  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 RW0055  DYNAMIC HT  -        1692.090 (meters)    5551.47  (feet)  COMP
 RW0055  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 RW0055
 RW0055  VERT ORDER  -  SECOND    CLASS 0
 RW0055
 RW0055.The horizontal coordinates were scaled from a topographic map and have
 RW0055.an estimated accuracy of +/- 6 seconds.
 RW0055
 RW0055.The orthometric height was determined by differential leveling
 RW0055.and adjusted by the National Geodetic Survey in June 1991..
 RW0055
 RW0055.The geoid height was determined by GEOID03.
 RW0055
 RW0055.The dynamic height is computed by dividing the NAVD 88
 RW0055.geopotential number by the normal gravity value computed on the
 RW0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0055.degrees latitude (g = 980.6199 gals.).
 RW0055
 RW0055.The modeled gravity was interpolated from observed gravity values.
 RW0055
 RW0055;                    North         East    Units  Estimated Accuracy
 RW0055;SPC MT       -   304,180.      540,270.      MT  (+/- 180 meters Scaled)
 RW0055
 RW0055                          SUPERSEDED SURVEY CONTROL
 RW0055
 RW0055  NGVD 29 (??/??/92) 1691.442  (m)         5549.34   (f) ADJ UNCH    2 0
 RW0055
 RW0055.Superseded values are not recommended for survey control.
 RW0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0055.See file dsdata.txt to determine how the superseded data were derived.
 RW0055
 RW0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT543037(NAD 83)
 RW0055_MARKER: DR = REFERENCE MARK DISK
 RW0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0055_STAMPING: C 8 M NO 2 1961
 RW0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0055+STABILITY: SURFACE MOTION
 RW0055
 RW0055  HISTORY     - Date     Condition        Report By
 RW0055  HISTORY     - 1961     MONUMENTED       CGS
 RW0055
 RW0055                          STATION DESCRIPTION
 RW0055
 RW0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0055'18.95 MI S FROM STANFORD.
 RW0055'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RW0055'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 RW0055'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 RW0055'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A
 RW0055'GRAVELED ROAD, THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 RW0055'0.25 MILE NORTHEAST ALONG A FENCE, THENCE 0.1 MILE SOUTHEAST ALONG THE
 RW0055'TOP OF A RIDGE, IN SECTION 11, T 14 N, R 11 E, 55.0 FEET WEST OF C 8 M
 RW0055'1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0053 ***********************************************************************
 RW0053  DESIGNATION -  C 8 N
 RW0053  PID         -  RW0053
 RW0053  STATE/COUNTY-  MT/JUDITH BASIN
 RW0053  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0053
 RW0053                         *CURRENT SURVEY CONTROL
 RW0053  ___________________________________________________________________
 RW0053* NAD 83(1986)-  46 59 23.     (N)    110 17 19.     (W)     SCALED    
 RW0053* NAVD 88     -      1701.621  (meters)    5582.73   (feet)  ADJUSTED  
 RW0053  ___________________________________________________________________
 RW0053  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RW0053  DYNAMIC HT  -        1701.245 (meters)    5581.50  (feet)  COMP
 RW0053  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 RW0053
 RW0053  VERT ORDER  -  SECOND    CLASS 0
 RW0053
 RW0053.The horizontal coordinates were scaled from a topographic map and have
 RW0053.an estimated accuracy of +/- 6 seconds.
 RW0053
 RW0053.The orthometric height was determined by differential leveling
 RW0053.and adjusted by the National Geodetic Survey in June 1991..
 RW0053
 RW0053.The geoid height was determined by GEOID03.
 RW0053
 RW0053.The dynamic height is computed by dividing the NAVD 88
 RW0053.geopotential number by the normal gravity value computed on the
 RW0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0053.degrees latitude (g = 980.6199 gals.).
 RW0053
 RW0053.The modeled gravity was interpolated from observed gravity values.
 RW0053
 RW0053;                    North         East    Units  Estimated Accuracy
 RW0053;SPC MT       -   304,740.      540,050.      MT  (+/- 180 meters Scaled)
 RW0053
 RW0053                          SUPERSEDED SURVEY CONTROL
 RW0053
 RW0053  NGVD 29 (??/??/92) 1700.599  (m)         5579.38   (f) ADJ UNCH    2 0
 RW0053
 RW0053.Superseded values are not recommended for survey control.
 RW0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0053.See file dsdata.txt to determine how the superseded data were derived.
 RW0053
 RW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT540042(NAD 83)
 RW0053_MARKER: DS = TRIANGULATION STATION DISK
 RW0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0053_STAMPING: C 8 N 1961
 RW0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0053+STABILITY: SURFACE MOTION
 RW0053
 RW0053  HISTORY     - Date     Condition        Report By
 RW0053  HISTORY     - 1961     MONUMENTED       CGS
 RW0053
 RW0053                          STATION DESCRIPTION
 RW0053
 RW0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0053'19.05 MI S FROM STANFORD.
 RW0053'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RW0053'STATION AT STANDFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY
 RW0053'ROAD 230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 RW0053'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A
 RW0053'GRAVELED ROAD, THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 RW0053'0.25 MILE NORTHEAST ALONG A FENCE TO THE TOP OF A RIDGE, THENCE 0.2
 RW0053'MILE NORTHWEST ALONG THE TOP OF THE RIDGE, IN SECTION 11, T 14 N, R 11
 RW0053'E, 56.9 FEET EAST OF C 8 N R.M. 2, 59.4 FEET NORTH OF C 8 N R.M. 1,
 RW0053'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0052 ***********************************************************************
 RW0052  DESIGNATION -  C 8 N RM 1
 RW0052  PID         -  RW0052
 RW0052  STATE/COUNTY-  MT/JUDITH BASIN
 RW0052  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0052
 RW0052                         *CURRENT SURVEY CONTROL
 RW0052  ___________________________________________________________________
 RW0052* NAD 83(1986)-  46 59 24.     (N)    110 17 20.     (W)     SCALED    
 RW0052* NAVD 88     -      1700.220  (meters)    5578.14   (feet)  ADJUSTED  
 RW0052  ___________________________________________________________________
 RW0052  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RW0052  DYNAMIC HT  -        1699.845 (meters)    5576.91  (feet)  COMP
 RW0052  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 RW0052
 RW0052  VERT ORDER  -  SECOND    CLASS 0
 RW0052
 RW0052.The horizontal coordinates were scaled from a topographic map and have
 RW0052.an estimated accuracy of +/- 6 seconds.
 RW0052
 RW0052.The orthometric height was determined by differential leveling
 RW0052.and adjusted by the National Geodetic Survey in June 1991..
 RW0052
 RW0052.The geoid height was determined by GEOID03.
 RW0052
 RW0052.The dynamic height is computed by dividing the NAVD 88
 RW0052.geopotential number by the normal gravity value computed on the
 RW0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0052.degrees latitude (g = 980.6199 gals.).
 RW0052
 RW0052.The modeled gravity was interpolated from observed gravity values.
 RW0052
 RW0052;                    North         East    Units  Estimated Accuracy
 RW0052;SPC MT       -   304,770.      540,030.      MT  (+/- 180 meters Scaled)
 RW0052
 RW0052                          SUPERSEDED SURVEY CONTROL
 RW0052
 RW0052  NGVD 29 (??/??/92) 1699.198  (m)         5574.79   (f) ADJ UNCH    2 0
 RW0052
 RW0052.Superseded values are not recommended for survey control.
 RW0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0052.See file dsdata.txt to determine how the superseded data were derived.
 RW0052
 RW0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT540042(NAD 83)
 RW0052_MARKER: DR = REFERENCE MARK DISK
 RW0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0052_STAMPING: C 8 N NO 1 1961
 RW0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0052+STABILITY: SURFACE MOTION
 RW0052
 RW0052  HISTORY     - Date     Condition        Report By
 RW0052  HISTORY     - 1961     MONUMENTED       CGS
 RW0052
 RW0052                          STATION DESCRIPTION
 RW0052
 RW0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0052'19.05 MI S FROM STANFORD.
 RW0052'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RW0052'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 RW0052'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 RW0052'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A
 RW0052'GRAVELED ROAD, THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 RW0052'0.25 MILE NORTHEAST ALONG A FENCE, THENCE 0.2 MILE NORTHWEST ALONG THE
 RW0052'TOP OF A RIDGE, IN SECTION 11, T 14 N, R 11 E, 59.4 FEET SOUTH OF C 8
 RW0052'N 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0054 ***********************************************************************
 RW0054  DESIGNATION -  C 8 N RM 2
 RW0054  PID         -  RW0054
 RW0054  STATE/COUNTY-  MT/JUDITH BASIN
 RW0054  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0054
 RW0054                         *CURRENT SURVEY CONTROL
 RW0054  ___________________________________________________________________
 RW0054* NAD 83(1986)-  46 59 22.     (N)    110 17 20.     (W)     SCALED    
 RW0054* NAVD 88     -      1700.181  (meters)    5578.01   (feet)  ADJUSTED  
 RW0054  ___________________________________________________________________
 RW0054  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RW0054  DYNAMIC HT  -        1699.805 (meters)    5576.78  (feet)  COMP
 RW0054  MODELED GRAV-     980,330.7   (mgal)                       NAVD 88
 RW0054
 RW0054  VERT ORDER  -  SECOND    CLASS 0
 RW0054
 RW0054.The horizontal coordinates were scaled from a topographic map and have
 RW0054.an estimated accuracy of +/- 6 seconds.
 RW0054
 RW0054.The orthometric height was determined by differential leveling
 RW0054.and adjusted by the National Geodetic Survey in June 1991..
 RW0054
 RW0054.The geoid height was determined by GEOID03.
 RW0054
 RW0054.The dynamic height is computed by dividing the NAVD 88
 RW0054.geopotential number by the normal gravity value computed on the
 RW0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0054.degrees latitude (g = 980.6199 gals.).
 RW0054
 RW0054.The modeled gravity was interpolated from observed gravity values.
 RW0054
 RW0054;                    North         East    Units  Estimated Accuracy
 RW0054;SPC MT       -   304,710.      540,030.      MT  (+/- 180 meters Scaled)
 RW0054
 RW0054                          SUPERSEDED SURVEY CONTROL
 RW0054
 RW0054  NGVD 29 (??/??/92) 1699.158  (m)         5574.65   (f) ADJ UNCH    2 0
 RW0054
 RW0054.Superseded values are not recommended for survey control.
 RW0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0054.See file dsdata.txt to determine how the superseded data were derived.
 RW0054
 RW0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT540042(NAD 83)
 RW0054_MARKER: DR = REFERENCE MARK DISK
 RW0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0054_STAMPING: C 8 N NO 2 1961
 RW0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0054+STABILITY: SURFACE MOTION
 RW0054
 RW0054  HISTORY     - Date     Condition        Report By
 RW0054  HISTORY     - 1961     MONUMENTED       CGS
 RW0054
 RW0054                          STATION DESCRIPTION
 RW0054
 RW0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0054'19.05 MI S FROM STANFORD.
 RW0054'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RW0054'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 RW0054'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 RW0054'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES EAST ALONG A
 RW0054'GRAVELED ROAD, THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 RW0054'0.25 MILE NORTHEAST ALONG A FENCE, THENCE 0.2 MILE NORTHWEST ALONG THE
 RW0054'TOP OF A RIDGE, IN SECTION 11, T 14 N, R 11 E, 56.9 FEET WEST OF C 8 N
 RW0054'1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0148 ***********************************************************************
 RW0148  DESIGNATION -  C 80
 RW0148  PID         -  RW0148
 RW0148  STATE/COUNTY-  MT/MEAGHER
 RW0148  USGS QUAD   -  WHITE SULPHUR SPRING (1995)
 RW0148
 RW0148                         *CURRENT SURVEY CONTROL
 RW0148  ___________________________________________________________________
 RW0148* NAD 83(1986)-  46 35 10.     (N)    110 59 42.     (W)     SCALED    
 RW0148* NAVD 88     -      1506.320  (meters)    4941.98   (feet)  ADJUSTED  
 RW0148  ___________________________________________________________________
 RW0148  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 RW0148  DYNAMIC HT  -        1505.924 (meters)    4940.69  (feet)  COMP
 RW0148  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 RW0148
 RW0148  VERT ORDER  -  SECOND    CLASS 0
 RW0148
 RW0148.The horizontal coordinates were scaled from a topographic map and have
 RW0148.an estimated accuracy of +/- 6 seconds.
 RW0148
 RW0148.The orthometric height was determined by differential leveling
 RW0148.and adjusted by the National Geodetic Survey in June 1991..
 RW0148
 RW0148.The geoid height was determined by GEOID03.
 RW0148
 RW0148.The dynamic height is computed by dividing the NAVD 88
 RW0148.geopotential number by the normal gravity value computed on the
 RW0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0148.degrees latitude (g = 980.6199 gals.).
 RW0148
 RW0148.The modeled gravity was interpolated from observed gravity values.
 RW0148
 RW0148;                    North         East    Units  Estimated Accuracy
 RW0148;SPC MT       -   260,690.      485,500.      MT  (+/- 180 meters Scaled)
 RW0148
 RW0148                          SUPERSEDED SURVEY CONTROL
 RW0148
 RW0148  NGVD 29 (??/??/92) 1505.246  (m)         4938.46   (f) ADJ UNCH    2 0
 RW0148
 RW0148.Superseded values are not recommended for survey control.
 RW0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0148.See file dsdata.txt to determine how the superseded data were derived.
 RW0148
 RW0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS003591(NAD 83)
 RW0148_MARKER: DB = BENCH MARK DISK
 RW0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0148_STAMPING: C 80 1934
 RW0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0148+STABILITY: SURFACE MOTION
 RW0148
 RW0148  HISTORY     - Date     Condition        Report By
 RW0148  HISTORY     - 1934     MONUMENTED       CGS
 RW0148  HISTORY     - 1942     GOOD             NGS
 RW0148  HISTORY     - 1971     MARK NOT FOUND   USGS
 RW0148
 RW0148                          STATION DESCRIPTION
 RW0148
 RW0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RW0148'5.7 MI NW FROM WHITE SULPHUR SPRINGS.
 RW0148'5.7 MILES NORTHWEST ALONG THE FORT LOGAN ROAD FROM WHITE SULPHUR
 RW0148'SPRINGS, MEAGHER COUNTY, AND 46 FEET SOUTH OF THE CENTERLINE OF THE
 RW0148'ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RW0148
 RW0148                          STATION RECOVERY (1971)
 RW0148
 RW0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RW0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0113 ***********************************************************************
 SP0113  DESIGNATION -  C 80
 SP0113  PID         -  SP0113
 SP0113  STATE/COUNTY-  MT/RICHLAND
 SP0113  USGS QUAD   -  ELMDALE NW (1983)
 SP0113
 SP0113                         *CURRENT SURVEY CONTROL
 SP0113  ___________________________________________________________________
 SP0113* NAD 83(1986)-  47 56 26.     (N)    104 53 16.     (W)     SCALED    
 SP0113* NAVD 88     -       696.733  (meters)    2285.86   (feet)  ADJUSTED  
 SP0113  ___________________________________________________________________
 SP0113  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 SP0113  DYNAMIC HT  -         696.794 (meters)    2286.07  (feet)  COMP
 SP0113  MODELED GRAV-     980,675.7   (mgal)                       NAVD 88
 SP0113
 SP0113  VERT ORDER  -  SECOND    CLASS 0
 SP0113
 SP0113.The horizontal coordinates were scaled from a topographic map and have
 SP0113.an estimated accuracy of +/- 6 seconds.
 SP0113
 SP0113.The orthometric height was determined by differential leveling
 SP0113.and adjusted by the National Geodetic Survey in June 1991..
 SP0113
 SP0113.The geoid height was determined by GEOID03.
 SP0113
 SP0113.The dynamic height is computed by dividing the NAVD 88
 SP0113.geopotential number by the normal gravity value computed on the
 SP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0113.degrees latitude (g = 980.6199 gals.).
 SP0113
 SP0113.The modeled gravity was interpolated from observed gravity values.
 SP0113
 SP0113;                    North         East    Units  Estimated Accuracy
 SP0113;SPC MT       -   420,230.      944,220.      MT  (+/- 180 meters Scaled)
 SP0113
 SP0113                          SUPERSEDED SURVEY CONTROL
 SP0113
 SP0113  NGVD 29 (??/??/92)  696.164  (m)         2284.00   (f) ADJ UNCH    2 0
 SP0113
 SP0113.Superseded values are not recommended for survey control.
 SP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0113.See file dsdata.txt to determine how the superseded data were derived.
 SP0113
 SP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP083096(NAD 83)
 SP0113_MARKER: DB = BENCH MARK DISK
 SP0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0113_STAMPING: C-80 1934
 SP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0113+STABILITY: SURFACE MOTION
 SP0113
 SP0113  HISTORY     - Date     Condition        Report By
 SP0113  HISTORY     - 1934     MONUMENTED       CGS
 SP0113  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0113
 SP0113                          STATION DESCRIPTION
 SP0113
 SP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0113'16.6 MI N FROM LANE.
 SP0113'ABOUT 16.6 MILES NORTH ALONG THE ROAD LEADING TO BROCKTON FROM LANE,
 SP0113'RICHLAND COUNTY, ABOUT 0.2 MILE NORTH OF THE INTERSECTION OF A ROAD
 SP0113'LEADING EAST, AT THE END OF THE GRADED ROAD, ABOUT 30 FEET WEST OF THE
 SP0113'CENTER LINE OF THE ROAD, AND IN A FENCE CORNER.  A STANDARD DISK,
 SP0113'STAMPED C 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0113
 SP0113                          STATION RECOVERY (1977)
 SP0113
 SP0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0485 ***********************************************************************
 RX0485  DESIGNATION -  C 81
 RX0485  PID         -  RX0485
 RX0485  STATE/COUNTY-  MT/POWELL
 RX0485  USGS QUAD   -  MARCUM MOUNTAIN (1968)
 RX0485
 RX0485                         *CURRENT SURVEY CONTROL
 RX0485  ___________________________________________________________________
 RX0485* NAD 83(1986)-  46 56 48.     (N)    112 54 01.     (W)     SCALED    
 RX0485* NAVD 88     -      1324.783  (meters)    4346.39   (feet)  ADJUSTED  
 RX0485  ___________________________________________________________________
 RX0485  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0485  DYNAMIC HT  -        1324.525 (meters)    4345.55  (feet)  COMP
 RX0485  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 RX0485
 RX0485  VERT ORDER  -  SECOND    CLASS 0
 RX0485
 RX0485.The horizontal coordinates were scaled from a topographic map and have
 RX0485.an estimated accuracy of +/- 6 seconds.
 RX0485
 RX0485.The orthometric height was determined by differential leveling
 RX0485.and adjusted by the National Geodetic Survey in June 1991..
 RX0485
 RX0485.The geoid height was determined by GEOID03.
 RX0485
 RX0485.The dynamic height is computed by dividing the NAVD 88
 RX0485.geopotential number by the normal gravity value computed on the
 RX0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0485.degrees latitude (g = 980.6199 gals.).
 RX0485
 RX0485.The modeled gravity was interpolated from observed gravity values.
 RX0485
 RX0485;                    North         East    Units  Estimated Accuracy
 RX0485;SPC MT       -   305,270.      341,370.      MT  (+/- 180 meters Scaled)
 RX0485
 RX0485                          SUPERSEDED SURVEY CONTROL
 RX0485
 RX0485  NGVD 29 (??/??/92) 1323.680  (m)         4342.77   (f) ADJ UNCH    2 0
 RX0485
 RX0485.Superseded values are not recommended for survey control.
 RX0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0485.See file dsdata.txt to determine how the superseded data were derived.
 RX0485
 RX0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT553009(NAD 83)
 RX0485_MARKER: DB = BENCH MARK DISK
 RX0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0485_STAMPING: C 81 1934
 RX0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0485+STABILITY: SURFACE MOTION
 RX0485
 RX0485  HISTORY     - Date     Condition        Report By
 RX0485  HISTORY     - 1934     MONUMENTED       CGS
 RX0485  HISTORY     - 1968     GOOD             USGS
 RX0485
 RX0485                          STATION DESCRIPTION
 RX0485
 RX0485'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 RX0485'13.8 MI W FROM LINCOLN.
 RX0485'IN POWELL COUNTY, 14.2 MILES WEST ALONG STATE HIGHWAY 220 FROM
 RX0485'LINCOLN, LEWIS AND CLARK COUNTY TO ARRASTRA CR. ROAD.  0.4 MILES EAST
 RX0485'ALONG ARRASTRA CR. RD. TO A ROAD FORK S.E., 0.1 MILES S.E. ALONG ROAD
 RX0485'FROM FORK, 45 FT. S.W. OF ROAD, 580 FT. NORTH OF PRESENT HIGHWAY, A
 RX0485'STANDARD DISK STAMPED C 81 1954 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0205 ***********************************************************************
 RW0205  DESIGNATION -  C 82
 RW0205  PID         -  RW0205
 RW0205  STATE/COUNTY-  MT/BROADWATER
 RW0205  USGS QUAD   -  TOSTON (1986)
 RW0205
 RW0205                         *CURRENT SURVEY CONTROL
 RW0205  ___________________________________________________________________
 RW0205* NAD 83(1986)-  46 08 10.     (N)    111 24 02.     (W)     SCALED    
 RW0205* NAVD 88     -      1202.139  (meters)    3944.02   (feet)  ADJUSTED  
 RW0205  ___________________________________________________________________
 RW0205  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 RW0205  DYNAMIC HT  -        1201.824 (meters)    3942.98  (feet)  COMP
 RW0205  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 RW0205
 RW0205  VERT ORDER  -  SECOND    CLASS 0
 RW0205
 RW0205.The horizontal coordinates were scaled from a topographic map and have
 RW0205.an estimated accuracy of +/- 6 seconds.
 RW0205
 RW0205.The orthometric height was determined by differential leveling
 RW0205.and adjusted by the National Geodetic Survey in June 1991..
 RW0205
 RW0205.The geoid height was determined by GEOID03.
 RW0205
 RW0205.The dynamic height is computed by dividing the NAVD 88
 RW0205.geopotential number by the normal gravity value computed on the
 RW0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0205.degrees latitude (g = 980.6199 gals.).
 RW0205
 RW0205.The modeled gravity was interpolated from observed gravity values.
 RW0205
 RW0205;                    North         East    Units  Estimated Accuracy
 RW0205;SPC MT       -   211,380.      453,230.      MT  (+/- 180 meters Scaled)
 RW0205
 RW0205                          SUPERSEDED SURVEY CONTROL
 RW0205
 RW0205  NGVD 29 (??/??/92) 1201.170  (m)         3940.84   (f) ADJ UNCH    2 0
 RW0205
 RW0205.Superseded values are not recommended for survey control.
 RW0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0205.See file dsdata.txt to determine how the superseded data were derived.
 RW0205
 RW0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS690092(NAD 83)
 RW0205_MARKER: DB = BENCH MARK DISK
 RW0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0205_SP_SET: CULVERT
 RW0205_STAMPING: C 82 1934
 RW0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0205
 RW0205  HISTORY     - Date     Condition        Report By
 RW0205  HISTORY     - 1934     MONUMENTED       CGS
 RW0205
 RW0205                          STATION DESCRIPTION
 RW0205
 RW0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0205'3.3 MI SE FROM TOSTON.
 RW0205'3.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM TOTSTON,
 RW0205'BROADWATER COUNTY, ABOUT 250 FEET NORTHWEST OF THE SWITCH AND SIGNPOST
 RW0205'AT BREWER, IN THE TOP OF THE HEADWALL OF A CONCRETE CULVERT, AND 24
 RW0205'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 RW0205'STAMPED C 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0088 ***********************************************************************
 SQ0088  DESIGNATION -  C 83
 SQ0088  PID         -  SQ0088
 SQ0088  STATE/COUNTY-  MT/GARFIELD
 SQ0088  USGS QUAD   -  COAL CREEK (1967)
 SQ0088
 SQ0088                         *CURRENT SURVEY CONTROL
 SQ0088  ___________________________________________________________________
 SQ0088* NAD 83(1986)-  47 16 15.     (N)    106 20 17.     (W)     SCALED    
 SQ0088* NAVD 88     -       774.857  (meters)    2542.18   (feet)  ADJUSTED  
 SQ0088  ___________________________________________________________________
 SQ0088  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 SQ0088  DYNAMIC HT  -         774.865 (meters)    2542.20  (feet)  COMP
 SQ0088  MODELED GRAV-     980,596.8   (mgal)                       NAVD 88
 SQ0088
 SQ0088  VERT ORDER  -  SECOND    CLASS 0
 SQ0088
 SQ0088.The horizontal coordinates were scaled from a topographic map and have
 SQ0088.an estimated accuracy of +/- 6 seconds.
 SQ0088
 SQ0088.The orthometric height was determined by differential leveling
 SQ0088.and adjusted by the National Geodetic Survey in June 1991..
 SQ0088
 SQ0088.The geoid height was determined by GEOID03.
 SQ0088
 SQ0088.The dynamic height is computed by dividing the NAVD 88
 SQ0088.geopotential number by the normal gravity value computed on the
 SQ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0088.degrees latitude (g = 980.6199 gals.).
 SQ0088
 SQ0088.The modeled gravity was interpolated from observed gravity values.
 SQ0088
 SQ0088;                    North         East    Units  Estimated Accuracy
 SQ0088;SPC MT       -   340,500.      839,060.      MT  (+/- 180 meters Scaled)
 SQ0088
 SQ0088                          SUPERSEDED SURVEY CONTROL
 SQ0088
 SQ0088  NGVD 29 (??/??/92)  774.228  (m)         2540.11   (f) ADJ UNCH    2 0
 SQ0088
 SQ0088.Superseded values are not recommended for survey control.
 SQ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0088.See file dsdata.txt to determine how the superseded data were derived.
 SQ0088
 SQ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN987361(NAD 83)
 SQ0088_MARKER: DB = BENCH MARK DISK
 SQ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0088_STAMPING: C 83 1934
 SQ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0088+STABILITY: SURFACE MOTION
 SQ0088
 SQ0088  HISTORY     - Date     Condition        Report By
 SQ0088  HISTORY     - 1934     MONUMENTED       CGS
 SQ0088  HISTORY     - 1948     GOOD             NGS
 SQ0088  HISTORY     - 1967     MARK NOT FOUND   USGS
 SQ0088
 SQ0088                          STATION DESCRIPTION
 SQ0088
 SQ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0088'31.5 MI SE FROM JORDAN.
 SQ0088'26.2 MILES EAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT JORDAN,
 SQ0088'THENCE 5.1 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 SQ0088'SOUTHEAST ALONG A GRADED DIRT ROAD, 0.4 MILE NORTH OF A FARMHOUSE, 150
 SQ0088'YARDS NORTH OF A FENCE, 48.3 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SQ0088'ROAD, 2.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 SQ0088'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 SQ0088
 SQ0088                          STATION RECOVERY (1967)
 SQ0088
 SQ0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SQ0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0248 ***********************************************************************
 SP0248  DESIGNATION -  C 84
 SP0248  PID         -  SP0248
 SP0248  STATE/COUNTY-  MT/MCCONE
 SP0248  USGS QUAD   -  LONE PINE SCHOOL (1983)
 SP0248
 SP0248                         *CURRENT SURVEY CONTROL
 SP0248  ___________________________________________________________________
 SP0248* NAD 83(1986)-  47 50 58.     (N)    105 30 47.     (W)     SCALED    
 SP0248* NAVD 88     -       769.932  (meters)    2526.02   (feet)  ADJUSTED  
 SP0248  ___________________________________________________________________
 SP0248  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 SP0248  DYNAMIC HT  -         769.987 (meters)    2526.20  (feet)  COMP
 SP0248  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 SP0248
 SP0248  VERT ORDER  -  SECOND    CLASS 0
 SP0248
 SP0248.The horizontal coordinates were scaled from a topographic map and have
 SP0248.an estimated accuracy of +/- 6 seconds.
 SP0248
 SP0248.The orthometric height was determined by differential leveling
 SP0248.and adjusted by the National Geodetic Survey in June 1991..
 SP0248
 SP0248.The geoid height was determined by GEOID03.
 SP0248
 SP0248.The dynamic height is computed by dividing the NAVD 88
 SP0248.geopotential number by the normal gravity value computed on the
 SP0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0248.degrees latitude (g = 980.6199 gals.).
 SP0248
 SP0248.The modeled gravity was interpolated from observed gravity values.
 SP0248
 SP0248;                    North         East    Units  Estimated Accuracy
 SP0248;SPC MT       -   407,550.      898,110.      MT  (+/- 180 meters Scaled)
 SP0248
 SP0248                          SUPERSEDED SURVEY CONTROL
 SP0248
 SP0248  NGVD 29 (??/??/92)  769.333  (m)         2524.05   (f) ADJ UNCH    2 0
 SP0248
 SP0248.Superseded values are not recommended for survey control.
 SP0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0248.See file dsdata.txt to determine how the superseded data were derived.
 SP0248
 SP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN616996(NAD 83)
 SP0248_MARKER: DB = BENCH MARK DISK
 SP0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0248_STAMPING: C 84 1934
 SP0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0248+STABILITY: SURFACE MOTION
 SP0248
 SP0248  HISTORY     - Date     Condition        Report By
 SP0248  HISTORY     - 1934     MONUMENTED       CGS
 SP0248  HISTORY     - 1981     GOOD             USGS
 SP0248
 SP0248                          STATION DESCRIPTION
 SP0248
 SP0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0248'20.5 MI S FROM MACON.
 SP0248'IN MCCONE COUNTY, 20.5 MILES SOUTH ALONG STATE HIGHWAY 13, FROM MACON,
 SP0248'ROOSEVELT COUNTY, 0.1 MILE NORTH OF A CROSS ROAD, 36 FEET WEST OF THE
 SP0248'CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 SP0248'A STANARD DISK, STAMPED C 84 1934 AND SET IN THE TOP OF A CONCRETE
 SP0248'POST.
 SP0248
 SP0248                          STATION RECOVERY (1981)
 SP0248
 SP0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SP0248'FROM THE CROSSROADS OF COUNTY ROAD AND STATE HIGHWAY 13 IN VIDA, GO
 SP0248'WEST ON COUNTY ROAD 1 MILE, THENCE NORTH ON TRACK ROAD 1.1 MILES BM
 SP0248'IS 620 FT. NORTH OF TRACK ROAD CROSSROADS, 128 FT. NORTH OF A FIELD
 SP0248'ROAD WEST, 36 FT. WEST OF THE CENTERLINE OF THE ROAD AND 2 FT. EAST
 SP0248'OF A FENCE. A STANDARD CAP SET IN A CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0156 ***********************************************************************
 SQ0156  DESIGNATION -  C 85
 SQ0156  PID         -  SQ0156
 SQ0156  STATE/COUNTY-  MT/GARFIELD
 SQ0156  USGS QUAD   -  COHAGEN (1976)
 SQ0156
 SQ0156                         *CURRENT SURVEY CONTROL
 SQ0156  ___________________________________________________________________
 SQ0156* NAD 83(1986)-  47 02 58.     (N)    106 37 03.     (W)     SCALED    
 SQ0156* NAVD 88     -       821.226  (meters)    2694.31   (feet)  ADJUSTED  
 SQ0156  ___________________________________________________________________
 SQ0156  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 SQ0156  DYNAMIC HT  -         821.204 (meters)    2694.23  (feet)  COMP
 SQ0156  MODELED GRAV-     980,558.9   (mgal)                       NAVD 88
 SQ0156
 SQ0156  VERT ORDER  -  SECOND    CLASS 0
 SQ0156
 SQ0156.The horizontal coordinates were scaled from a topographic map and have
 SQ0156.an estimated accuracy of +/- 6 seconds.
 SQ0156
 SQ0156.The orthometric height was determined by differential leveling
 SQ0156.and adjusted by the National Geodetic Survey in June 1991..
 SQ0156
 SQ0156.The geoid height was determined by GEOID03.
 SQ0156
 SQ0156.The dynamic height is computed by dividing the NAVD 88
 SQ0156.geopotential number by the normal gravity value computed on the
 SQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0156.degrees latitude (g = 980.6199 gals.).
 SQ0156
 SQ0156.The modeled gravity was interpolated from observed gravity values.
 SQ0156
 SQ0156;                    North         East    Units  Estimated Accuracy
 SQ0156;SPC MT       -   315,100.      818,850.      MT  (+/- 180 meters Scaled)
 SQ0156
 SQ0156                          SUPERSEDED SURVEY CONTROL
 SQ0156
 SQ0156.No superseded survey control is available for this station.
 SQ0156
 SQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN771119(NAD 83)
 SQ0156_MARKER: DB = BENCH MARK DISK
 SQ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0156_STAMPING: C 85 1934
 SQ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0156+STABILITY: SURFACE MOTION
 SQ0156
 SQ0156  HISTORY     - Date     Condition        Report By
 SQ0156  HISTORY     - 1934     MONUMENTED       CGS
 SQ0156  HISTORY     - 1937     GOOD             NGS
 SQ0156  HISTORY     - 1965     POOR             USGS
 SQ0156
 SQ0156                          STATION DESCRIPTION
 SQ0156
 SQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SQ0156'0.4 MI SE FROM COHAGEN.
 SQ0156'0.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM COHAGEN, GARFIELD
 SQ0156'COUNTY, 191.5 FEET SOUTHWEST OF THE JUNCTION OF A ROAD LEADING TO
 SQ0156'FORSYTH, 27.8 FEET NORTHWEST OF THE CENTERLINE OF THE FORSYTH ROAD,
 SQ0156'84.2 FEET SOUTHWEST OF A FENCE CORNER, AND 3.2 FEET NORTHWEST OF THE
 SQ0156'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 85 1934 AND SET IN THE
 SQ0156'TOP OF A CONCRETE POST.  NOTE-- MARK WAS FOUND LOOSE IN GROUND.
 SQ0156
 SQ0156                          STATION RECOVERY (1965)
 SQ0156
 SQ0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0156'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0134 ***********************************************************************
 RU0134  DESIGNATION -  C 86
 RU0134  PID         -  RU0134
 RU0134  STATE/COUNTY-  MT/ROSEBUD
 RU0134  USGS QUAD   -  BLACK COULEE (1968)
 RU0134
 RU0134                         *CURRENT SURVEY CONTROL
 RU0134  ___________________________________________________________________
 RU0134* NAD 83(1986)-  46 24 40.     (N)    106 38 11.     (W)     SCALED    
 RU0134* NAVD 88     -       796.840  (meters)    2614.30   (feet)  ADJUSTED  
 RU0134  ___________________________________________________________________
 RU0134  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 RU0134  DYNAMIC HT  -         796.772 (meters)    2614.08  (feet)  COMP
 RU0134  MODELED GRAV-     980,502.3   (mgal)                       NAVD 88
 RU0134
 RU0134  VERT ORDER  -  SECOND    CLASS 0
 RU0134
 RU0134.The horizontal coordinates were scaled from a topographic map and have
 RU0134.an estimated accuracy of +/- 6 seconds.
 RU0134
 RU0134.The orthometric height was determined by differential leveling
 RU0134.and adjusted by the National Geodetic Survey in June 1991..
 RU0134
 RU0134.The geoid height was determined by GEOID03.
 RU0134
 RU0134.The dynamic height is computed by dividing the NAVD 88
 RU0134.geopotential number by the normal gravity value computed on the
 RU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0134.degrees latitude (g = 980.6199 gals.).
 RU0134
 RU0134.The modeled gravity was interpolated from observed gravity values.
 RU0134
 RU0134;                    North         East    Units  Estimated Accuracy
 RU0134;SPC MT       -   244,170.      820,010.      MT  (+/- 180 meters Scaled)
 RU0134
 RU0134                          SUPERSEDED SURVEY CONTROL
 RU0134
 RU0134  NGVD 29 (??/??/92)  796.189  (m)         2612.16   (f) ADJ UNCH    2 0
 RU0134
 RU0134.Superseded values are not recommended for survey control.
 RU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0134.See file dsdata.txt to determine how the superseded data were derived.
 RU0134
 RU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM742410(NAD 83)
 RU0134_MARKER: DB = BENCH MARK DISK
 RU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0134_STAMPING: C 86 1934
 RU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0134+STABILITY: SURFACE MOTION
 RU0134
 RU0134  HISTORY     - Date     Condition        Report By
 RU0134  HISTORY     - 1934     MONUMENTED       CGS
 RU0134  HISTORY     - 1968     GOOD             USGS
 RU0134
 RU0134                          STATION DESCRIPTION
 RU0134
 RU0134'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 RU0134'IN FORSYTH.
 RU0134'13.0 MILES NORTH ALONG THE OLD COHAGEN ROAD FROM FORSYTH, ROSEBUD
 RU0134'COUNTY, 0.2 MILES SOUTHWEST OF A BRIDGE, 740 FEET SOUTHEAST OF THE
 RU0134'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 86 1934 AND SET IN
 RU0134'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0032 ***********************************************************************
 SQ0032  DESIGNATION -  C 88
 SQ0032  PID         -  SQ0032
 SQ0032  STATE/COUNTY-  MT/GARFIELD
 SQ0032  USGS QUAD   -  ASH CREEK WEST (1972)
 SQ0032
 SQ0032                         *CURRENT SURVEY CONTROL
 SQ0032  ___________________________________________________________________
 SQ0032* NAD 83(1986)-  47 41 55.     (N)    106 29 06.     (W)     SCALED    
 SQ0032* NAVD 88     -       787.649  (meters)    2584.15   (feet)  ADJUSTED  
 SQ0032  ___________________________________________________________________
 SQ0032  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 SQ0032  DYNAMIC HT  -         787.688 (meters)    2584.27  (feet)  COMP
 SQ0032  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 SQ0032
 SQ0032  VERT ORDER  -  SECOND    CLASS 0
 SQ0032
 SQ0032.The horizontal coordinates were scaled from a topographic map and have
 SQ0032.an estimated accuracy of +/- 6 seconds.
 SQ0032
 SQ0032.The orthometric height was determined by differential leveling
 SQ0032.and adjusted by the National Geodetic Survey in June 1991..
 SQ0032
 SQ0032.The geoid height was determined by GEOID03.
 SQ0032
 SQ0032.The dynamic height is computed by dividing the NAVD 88
 SQ0032.geopotential number by the normal gravity value computed on the
 SQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0032.degrees latitude (g = 980.6199 gals.).
 SQ0032
 SQ0032.The modeled gravity was interpolated from observed gravity values.
 SQ0032
 SQ0032;                    North         East    Units  Estimated Accuracy
 SQ0032;SPC MT       -   387,560.      826,130.      MT  (+/- 180 meters Scaled)
 SQ0032
 SQ0032                          SUPERSEDED SURVEY CONTROL
 SQ0032
 SQ0032  NGVD 29 (??/??/92)  787.006  (m)         2582.04   (f) ADJ UNCH    2 0
 SQ0032
 SQ0032.Superseded values are not recommended for survey control.
 SQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0032.See file dsdata.txt to determine how the superseded data were derived.
 SQ0032
 SQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN885838(NAD 83)
 SQ0032_MARKER: DB = BENCH MARK DISK
 SQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0032_STAMPING: C-88 1934
 SQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0032+STABILITY: SURFACE MOTION
 SQ0032
 SQ0032  HISTORY     - Date     Condition        Report By
 SQ0032  HISTORY     - 1934     MONUMENTED       CGS
 SQ0032  HISTORY     - 1972     MARK NOT FOUND   USGS
 SQ0032
 SQ0032                          STATION DESCRIPTION
 SQ0032
 SQ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0032'6.8 MI SW FROM HAXBY.
 SQ0032'ABOUT 6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM HAXBY, GARFIELD
 SQ0032'COUNTY, ABOUT 45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 SQ0032'EAST OF A FENCE CORNER, AND 8 FEET SOUTH OF THE FENCE.  A STANDARD
 SQ0032'DISK, STAMPED C 88 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SQ0032
 SQ0032                          STATION RECOVERY (1972)
 SQ0032
 SQ0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SQ0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0064 ***********************************************************************
 SR0064  DESIGNATION -  C 89
 SR0064  PID         -  SR0064
 SR0064  STATE/COUNTY-  MT/PETROLEUM
 SR0064  USGS QUAD   -  CAT CREEK (1986)
 SR0064
 SR0064                         *CURRENT SURVEY CONTROL
 SR0064  ___________________________________________________________________
 SR0064* NAD 83(1986)-  47 00 49.     (N)    108 05 17.     (W)     SCALED    
 SR0064* NAVD 88     -       885.174  (meters)    2904.11   (feet)  ADJUSTED  
 SR0064  ___________________________________________________________________
 SR0064  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SR0064  DYNAMIC HT  -         885.135 (meters)    2903.98  (feet)  COMP
 SR0064  MODELED GRAV-     980,538.6   (mgal)                       NAVD 88
 SR0064
 SR0064  VERT ORDER  -  SECOND    CLASS 0
 SR0064
 SR0064.The horizontal coordinates were scaled from a topographic map and have
 SR0064.an estimated accuracy of +/- 6 seconds.
 SR0064
 SR0064.The orthometric height was determined by differential leveling
 SR0064.and adjusted by the National Geodetic Survey in June 1991..
 SR0064
 SR0064.The geoid height was determined by GEOID03.
 SR0064
 SR0064.The dynamic height is computed by dividing the NAVD 88
 SR0064.geopotential number by the normal gravity value computed on the
 SR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0064.degrees latitude (g = 980.6199 gals.).
 SR0064
 SR0064.The modeled gravity was interpolated from observed gravity values.
 SR0064
 SR0064;                    North         East    Units  Estimated Accuracy
 SR0064;SPC MT       -   308,060.      707,290.      MT  (+/- 180 meters Scaled)
 SR0064
 SR0064                          SUPERSEDED SURVEY CONTROL
 SR0064
 SR0064  NGVD 29 (??/??/92)  884.469  (m)         2901.80   (f) ADJ UNCH    2 0
 SR0064
 SR0064.Superseded values are not recommended for survey control.
 SR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0064.See file dsdata.txt to determine how the superseded data were derived.
 SR0064
 SR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT213107(NAD 83)
 SR0064_MARKER: DB = BENCH MARK DISK
 SR0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0064_STAMPING: C 89 1934
 SR0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0064+STABILITY: SURFACE MOTION
 SR0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR0064+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 SR0064
 SR0064  HISTORY     - Date     Condition        Report By
 SR0064  HISTORY     - 1934     MONUMENTED       CGS
 SR0064  HISTORY     - 1963     GOOD             USGS
 SR0064  HISTORY     - 20040927 GOOD             MTDOT
 SR0064
 SR0064                          STATION DESCRIPTION
 SR0064
 SR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0064'9.7 MI W FROM MOSBY.
 SR0064'IN PETROLEUM COUNTY, 9.7 MILES WEST ALONG STATE HIGHWAY 18 FROM MOSBY,
 SR0064'GARFIELD COUNTY, 125 YARDS SOUTHEAST OF A RAVINE, AND ABOUT 60 FEET
 SR0064'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 SR0064'C 89 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 13.3 MI E
 SR0064'ALONG ST HWY 20 FROM THE P.O. AT FINNETT, PETROLEUM CO., ABOUT 0.3 MI
 SR0064'E OF A BRIDGE OVER GORMAN COULEE, AT THE JCT. OF THE OLD ROAD WITH THE
 SR0064'NEW, 140 FT SE, NORMAL TO THE HIGHWAY, 52 FT NW, NORMAL TO THE OLD
 SR0064'ROAD, 390 FT SW OF THE HIGHWAY AT A FENCELINE N.
 SR0064
 SR0064                          STATION RECOVERY (1963)
 SR0064
 SR0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SR0064'RECOVERED IN GOOD CONDITION.
 SR0064
 SR0064                          STATION RECOVERY (2004)
 SR0064
 SR0064'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (CES)
 SR0064'FOUND 10 MILES WEST OF MOSBY ALONG HWY 200 AT MP 148.81.  TURN SOUTH
 SR0064'ON THE APPROACH AT MP 148.52. GO THROUGH A GATE AND CONTINUE TO THE
 SR0064'TOP OF THE HILL.  TURN LEFT (EAST) AND CONTINUE ABOUT 50 FEET TO THE
 SR0064'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0248 ***********************************************************************
 RW0248  DESIGNATION -  C 9
 RW0248  PID         -  RW0248
 RW0248  STATE/COUNTY-  MT/JEFFERSON
 RW0248  USGS QUAD   -  EAST HELENA (1985)
 RW0248
 RW0248                         *CURRENT SURVEY CONTROL
 RW0248  ___________________________________________________________________
 RW0248* NAD 83(1986)-  46 30 20.     (N)    111 57 08.     (W)     SCALED    
 RW0248* NAVD 88     -      1254.235  (meters)    4114.94   (feet)  ADJUSTED  
 RW0248  ___________________________________________________________________
 RW0248  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 RW0248  DYNAMIC HT  -        1253.931 (meters)    4113.94  (feet)  COMP
 RW0248  MODELED GRAV-     980,329.0   (mgal)                       NAVD 88
 RW0248
 RW0248  VERT ORDER  -  FIRST     CLASS II
 RW0248
 RW0248.The horizontal coordinates were scaled from a topographic map and have
 RW0248.an estimated accuracy of +/- 6 seconds.
 RW0248
 RW0248.The orthometric height was determined by differential leveling
 RW0248.and adjusted by the National Geodetic Survey in June 1991..
 RW0248
 RW0248.The geoid height was determined by GEOID03.
 RW0248
 RW0248.The dynamic height is computed by dividing the NAVD 88
 RW0248.geopotential number by the normal gravity value computed on the
 RW0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0248.degrees latitude (g = 980.6199 gals.).
 RW0248
 RW0248.The modeled gravity was interpolated from observed gravity values.
 RW0248
 RW0248;                    North         East    Units  Estimated Accuracy
 RW0248;SPC MT       -   253,590.      411,920.      MT  (+/- 180 meters Scaled)
 RW0248
 RW0248                          SUPERSEDED SURVEY CONTROL
 RW0248
 RW0248  NGVD 29 (??/??/92) 1253.152  (m)         4111.38   (f) ADJ UNCH    1 2
 RW0248
 RW0248.Superseded values are not recommended for survey control.
 RW0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0248.See file dsdata.txt to determine how the superseded data were derived.
 RW0248
 RW0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS269506(NAD 83)
 RW0248_MARKER: DB = BENCH MARK DISK
 RW0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0248_SP_SET: ABUTMENT
 RW0248_STAMPING: C 9
 RW0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0248
 RW0248  HISTORY     - Date     Condition        Report By
 RW0248  HISTORY     - UNK      MONUMENTED       CGS
 RW0248  HISTORY     - 1962     GOOD             NGS
 RW0248  HISTORY     - 1980     GOOD             NGS
 RW0248
 RW0248                          STATION DESCRIPTION
 RW0248
 RW0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0248'3.5 MI N FROM CLANCY.
 RW0248'3.5 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE SECTION
 RW0248'HOUSE AND STATION SIGN AT CLANCY, 1 POLE NORTH OF MILEPOLE 225, IN THE
 RW0248'TOP AND 0.5 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 RW0248'OF STEEL TRUSS BRIDGE 224.9, 4.2 FEET EAST OF THE EAST RAIL, AND ABOUT
 RW0248'1 FOOT LOWER THAN THE TRACK.
 RW0248
 RW0248                          STATION RECOVERY (1980)
 RW0248
 RW0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RW0248'13.7 KM (8.5 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT
 RW0248'176 OVERPASS IN JEFFERSON CITY, 0.2 KM (0.1 MI) NORTHEAST OF MILE
 RW0248'POST 185, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF THE GREAT
 RW0248'NORTHERN RAILROAD BRIDGE NUMBER 224.9, 151.5 METERS (497.0 FT)
 RW0248'NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 RW0248'34.1 METERS (112.0 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING
 RW0248'SOUTH, 1.3 METERS (4.2 FT) EAST OF THE EAST RAIL, AND 0.2 METER
 RW0248'(0.5 FT) WEST OF THE EAST END OF THE ABUTMENT.
 RW0248'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0147 ***********************************************************************
 SS0147  DESIGNATION -  C 9 K
 SS0147  PID         -  SS0147
 SS0147  STATE/COUNTY-  MT/JUDITH BASIN
 SS0147  USGS QUAD   -  WOLF BUTTE (1995)
 SS0147
 SS0147                         *CURRENT SURVEY CONTROL
 SS0147  ___________________________________________________________________
 SS0147* NAD 83(1986)-  47 01 23.     (N)    110 24 44.     (W)     SCALED    
 SS0147* NAVD 88     -      1761.113  (meters)    5777.92   (feet)  ADJUSTED  
 SS0147  ___________________________________________________________________
 SS0147  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 SS0147  DYNAMIC HT  -        1760.675 (meters)    5776.48  (feet)  COMP
 SS0147  MODELED GRAV-     980,301.1   (mgal)                       NAVD 88
 SS0147
 SS0147  VERT ORDER  -  SECOND    CLASS 0
 SS0147
 SS0147.The horizontal coordinates were scaled from a topographic map and have
 SS0147.an estimated accuracy of +/- 6 seconds.
 SS0147
 SS0147.The orthometric height was determined by differential leveling
 SS0147.and adjusted by the National Geodetic Survey in June 1991..
 SS0147
 SS0147.The geoid height was determined by GEOID03.
 SS0147
 SS0147.The dynamic height is computed by dividing the NAVD 88
 SS0147.geopotential number by the normal gravity value computed on the
 SS0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0147.degrees latitude (g = 980.6199 gals.).
 SS0147
 SS0147.The modeled gravity was interpolated from observed gravity values.
 SS0147
 SS0147;                    North         East    Units  Estimated Accuracy
 SS0147;SPC MT       -   308,540.      530,690.      MT  (+/- 180 meters Scaled)
 SS0147
 SS0147                          SUPERSEDED SURVEY CONTROL
 SS0147
 SS0147  NGVD 29 (??/??/92) 1760.039  (m)         5774.39   (f) ADJ UNCH    2 0
 SS0147
 SS0147.Superseded values are not recommended for survey control.
 SS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0147.See file dsdata.txt to determine how the superseded data were derived.
 SS0147
 SS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT446078(NAD 83)
 SS0147_MARKER: DS = TRIANGULATION STATION DISK
 SS0147_SETTING: 66 = SET IN ROCK OUTCROP
 SS0147_SP_SET: OUTCROP
 SS0147_STAMPING: C 9 K 1961
 SS0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0147+STABILITY: POSITION/ELEVATION WELL
 SS0147
 SS0147  HISTORY     - Date     Condition        Report By
 SS0147  HISTORY     - 1961     MONUMENTED       CGS
 SS0147
 SS0147                          STATION DESCRIPTION
 SS0147
 SS0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0147'17.1 MI SW FROM STANFORD.
 SS0147'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0147'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0147'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0147'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.15 MILES WEST ALONG A
 SS0147'GRAVELED ROAD, THENCE 0.1 MILE SOUTHEAST ALONG A BLAZED TRAIL MARKED
 SS0147'BY WHITE PAINT, THENCE 0.1 MILE SOUTHEAST UP A HILL ALONG A FOOT PATH
 SS0147'TO A PINE TREE WITH A WHITE TRIANGULAR BLAZE, THENCE ABOUT 0.1 MILE
 SS0147'SOUTHWEST ALONG A BLAZED PATH, IN SECTION 35, T 15 N, R 10 E, IN A
 SS0147'SMALL ROCKY CLEARING, IN THE LEWIS AND CLARK NATIONAL FOREST, 37.4
 SS0147'FEET SOUTHWEST OF C 9 K R.M. 1, 17.6 FEET NORTHEAST OF C 9 K R.M. 2,
 SS0147'AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0146 ***********************************************************************
 SS0146  DESIGNATION -  C 9 K RM 1
 SS0146  PID         -  SS0146
 SS0146  STATE/COUNTY-  MT/JUDITH BASIN
 SS0146  USGS QUAD   -  WOLF BUTTE (1995)
 SS0146
 SS0146                         *CURRENT SURVEY CONTROL
 SS0146  ___________________________________________________________________
 SS0146* NAD 83(1986)-  47 01 24.     (N)    110 24 43.     (W)     SCALED    
 SS0146* NAVD 88     -      1758.370  (meters)    5768.92   (feet)  ADJUSTED  
 SS0146  ___________________________________________________________________
 SS0146  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 SS0146  DYNAMIC HT  -        1757.932 (meters)    5767.48  (feet)  COMP
 SS0146  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 SS0146
 SS0146  VERT ORDER  -  SECOND    CLASS 0
 SS0146
 SS0146.The horizontal coordinates were scaled from a topographic map and have
 SS0146.an estimated accuracy of +/- 6 seconds.
 SS0146
 SS0146.The orthometric height was determined by differential leveling
 SS0146.and adjusted by the National Geodetic Survey in June 1991..
 SS0146
 SS0146.The geoid height was determined by GEOID03.
 SS0146
 SS0146.The dynamic height is computed by dividing the NAVD 88
 SS0146.geopotential number by the normal gravity value computed on the
 SS0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0146.degrees latitude (g = 980.6199 gals.).
 SS0146
 SS0146.The modeled gravity was interpolated from observed gravity values.
 SS0146
 SS0146;                    North         East    Units  Estimated Accuracy
 SS0146;SPC MT       -   308,570.      530,720.      MT  (+/- 180 meters Scaled)
 SS0146
 SS0146                          SUPERSEDED SURVEY CONTROL
 SS0146
 SS0146  NGVD 29 (??/??/92) 1757.295  (m)         5765.39   (f) ADJ UNCH    2 0
 SS0146
 SS0146.Superseded values are not recommended for survey control.
 SS0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0146.See file dsdata.txt to determine how the superseded data were derived.
 SS0146
 SS0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT446079(NAD 83)
 SS0146_MARKER: DR = REFERENCE MARK DISK
 SS0146_SETTING: 66 = SET IN ROCK OUTCROP
 SS0146_SP_SET: ROCK
 SS0146_STAMPING: C 9 K NO 1 1961
 SS0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0146+STABILITY: POSITION/ELEVATION WELL
 SS0146
 SS0146  HISTORY     - Date     Condition        Report By
 SS0146  HISTORY     - 1961     MONUMENTED       CGS
 SS0146
 SS0146                          STATION DESCRIPTION
 SS0146
 SS0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0146'17.1 MI SW FROM STANFORD.
 SS0146'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0146'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0146'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0146'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.15 MILES WEST ALONG A
 SS0146'GRAVELED ROAD, THENCE 0.1 MILE SOUTHEAST ALONG A BLAZED TRAIL MARKED
 SS0146'BY WHITE PAINT, THENCE 0.1 MILE SOUTHEAST UP A HILL ALONG A FOOT PATH
 SS0146'TO A PINE TREE WITH A WHITE TRIANGULAR BLAZE, THENCE ABOUT 0.1 MILE
 SS0146'SOUTHWEST ALONG A BLAZED PATH, IN SECTION 35, T 15 N, R 10 E, IN A
 SS0146'SMALL ROCKY CLEARING, IN THE LEWIS AND CLARK NATIONAL FOREST, 37.4
 SS0146'FEET NORTHEAST OF C 9 K 1961, AND SET IN THE TOP OF A ROCK FLUSH WITH
 SS0146'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0148 ***********************************************************************
 SS0148  DESIGNATION -  C 9 K RM 2
 SS0148  PID         -  SS0148
 SS0148  STATE/COUNTY-  MT/JUDITH BASIN
 SS0148  USGS QUAD   -  WOLF BUTTE (1995)
 SS0148
 SS0148                         *CURRENT SURVEY CONTROL
 SS0148  ___________________________________________________________________
 SS0148* NAD 83(1986)-  47 01 24.     (N)    110 24 44.     (W)     SCALED    
 SS0148* NAVD 88     -      1761.254  (meters)    5778.38   (feet)  ADJUSTED  
 SS0148  ___________________________________________________________________
 SS0148  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 SS0148  DYNAMIC HT  -        1760.816 (meters)    5776.94  (feet)  COMP
 SS0148  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 SS0148
 SS0148  VERT ORDER  -  SECOND    CLASS 0
 SS0148
 SS0148.The horizontal coordinates were scaled from a topographic map and have
 SS0148.an estimated accuracy of +/- 6 seconds.
 SS0148
 SS0148.The orthometric height was determined by differential leveling
 SS0148.and adjusted by the National Geodetic Survey in June 1991..
 SS0148
 SS0148.The geoid height was determined by GEOID03.
 SS0148
 SS0148.The dynamic height is computed by dividing the NAVD 88
 SS0148.geopotential number by the normal gravity value computed on the
 SS0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0148.degrees latitude (g = 980.6199 gals.).
 SS0148
 SS0148.The modeled gravity was interpolated from observed gravity values.
 SS0148
 SS0148;                    North         East    Units  Estimated Accuracy
 SS0148;SPC MT       -   308,570.      530,690.      MT  (+/- 180 meters Scaled)
 SS0148
 SS0148                          SUPERSEDED SURVEY CONTROL
 SS0148
 SS0148  NGVD 29 (??/??/92) 1760.181  (m)         5774.86   (f) ADJ UNCH    2 0
 SS0148
 SS0148.Superseded values are not recommended for survey control.
 SS0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0148.See file dsdata.txt to determine how the superseded data were derived.
 SS0148
 SS0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT446079(NAD 83)
 SS0148_MARKER: DR = REFERENCE MARK DISK
 SS0148_SETTING: 66 = SET IN ROCK OUTCROP
 SS0148_SP_SET: ROCK
 SS0148_STAMPING: C 9 K NO 2 1961
 SS0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0148+STABILITY: POSITION/ELEVATION WELL
 SS0148
 SS0148  HISTORY     - Date     Condition        Report By
 SS0148  HISTORY     - 1961     MONUMENTED       CGS
 SS0148
 SS0148                          STATION DESCRIPTION
 SS0148
 SS0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0148'17.1 MI SW FROM STANFORD.
 SS0148'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0148'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0148'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0148'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.15 MILES WEST ALONG A
 SS0148'GRAVELED ROAD, THENCE 0.1 MILE SOUTHEAST ALONG A BLAZED TRAIL MARKED
 SS0148'BY WHITE PAINT, THENCE 0.1 MILE SOUTHEAST UP A HILL ALONG A FOOT PATH
 SS0148'TO A PINE TREE WITH A WHITE TRIANGULAR BLAZE, THENCE ABOUT 0.1 MILE
 SS0148'SOUTHWEST ALONG A BLAZED PATH, IN SECTION 35, T 15 N, R 10 E, IN A
 SS0148'SMALL ROCKY CLEARING, IN THE LEWIS AND CLARK NATIONAL FOREST, 17.6
 SS0148'FEET SOUTHWEST OF C 9 K 1961, AND SET IN THE TOP OF A ROCK FLUSH WITH
 SS0148'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0142 ***********************************************************************
 SS0142  DESIGNATION -  C 9 L
 SS0142  PID         -  SS0142
 SS0142  STATE/COUNTY-  MT/JUDITH BASIN
 SS0142  USGS QUAD   -  WOLF BUTTE (1995)
 SS0142
 SS0142                         *CURRENT SURVEY CONTROL
 SS0142  ___________________________________________________________________
 SS0142* NAD 83(1986)-  47 01 42.     (N)    110 24 12.     (W)     SCALED    
 SS0142* NAVD 88     -      1745.235  (meters)    5725.83   (feet)  ADJUSTED  
 SS0142  ___________________________________________________________________
 SS0142  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 SS0142  DYNAMIC HT  -        1744.817 (meters)    5724.45  (feet)  COMP
 SS0142  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 SS0142
 SS0142  VERT ORDER  -  SECOND    CLASS 0
 SS0142
 SS0142.The horizontal coordinates were scaled from a topographic map and have
 SS0142.an estimated accuracy of +/- 6 seconds.
 SS0142
 SS0142.The orthometric height was determined by differential leveling
 SS0142.and adjusted by the National Geodetic Survey in June 1991..
 SS0142
 SS0142.The geoid height was determined by GEOID03.
 SS0142
 SS0142.The dynamic height is computed by dividing the NAVD 88
 SS0142.geopotential number by the normal gravity value computed on the
 SS0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0142.degrees latitude (g = 980.6199 gals.).
 SS0142
 SS0142.The modeled gravity was interpolated from observed gravity values.
 SS0142
 SS0142;                    North         East    Units  Estimated Accuracy
 SS0142;SPC MT       -   309,120.      531,380.      MT  (+/- 180 meters Scaled)
 SS0142
 SS0142                          SUPERSEDED SURVEY CONTROL
 SS0142
 SS0142  NGVD 29 (??/??/92) 1744.175  (m)         5722.35   (f) ADJ UNCH    2 0
 SS0142
 SS0142.Superseded values are not recommended for survey control.
 SS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0142.See file dsdata.txt to determine how the superseded data were derived.
 SS0142
 SS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT453084(NAD 83)
 SS0142_MARKER: DS = TRIANGULATION STATION DISK
 SS0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0142_STAMPING: C 9 L 1961
 SS0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0142+STABILITY: SURFACE MOTION
 SS0142
 SS0142  HISTORY     - Date     Condition        Report By
 SS0142  HISTORY     - 1961     MONUMENTED       CGS
 SS0142
 SS0142                          STATION DESCRIPTION
 SS0142
 SS0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0142'16.35 MI SW FROM STANFORD.
 SS0142'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0142'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0142'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0142'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.45 MILES WEST ALONG A
 SS0142'GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG A TRAIL ROAD, THENCE 0.15
 SS0142'MILE WEST ALONG THE TOP OF A RIDGE, IN SECTION 25, T 15 N, R 10 E,
 SS0142'74.0 FEET WEST OF C 9 L R.M. 1, 45.2 FEET NORTHEAST OF C 9 L R.M. 2,
 SS0142'6.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SS0142'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0143 ***********************************************************************
 SS0143  DESIGNATION -  C 9 L RM 1
 SS0143  PID         -  SS0143
 SS0143  STATE/COUNTY-  MT/JUDITH BASIN
 SS0143  USGS QUAD   -  WOLF BUTTE (1995)
 SS0143
 SS0143                         *CURRENT SURVEY CONTROL
 SS0143  ___________________________________________________________________
 SS0143* NAD 83(1986)-  47 01 42.     (N)    110 24 12.     (W)     SCALED    
 SS0143* NAVD 88     -      1745.026  (meters)    5725.14   (feet)  ADJUSTED  
 SS0143  ___________________________________________________________________
 SS0143  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 SS0143  DYNAMIC HT  -        1744.608 (meters)    5723.77  (feet)  COMP
 SS0143  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 SS0143
 SS0143  VERT ORDER  -  SECOND    CLASS 0
 SS0143
 SS0143.The horizontal coordinates were scaled from a topographic map and have
 SS0143.an estimated accuracy of +/- 6 seconds.
 SS0143
 SS0143.The orthometric height was determined by differential leveling
 SS0143.and adjusted by the National Geodetic Survey in June 1991..
 SS0143
 SS0143.The geoid height was determined by GEOID03.
 SS0143
 SS0143.The dynamic height is computed by dividing the NAVD 88
 SS0143.geopotential number by the normal gravity value computed on the
 SS0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0143.degrees latitude (g = 980.6199 gals.).
 SS0143
 SS0143.The modeled gravity was interpolated from observed gravity values.
 SS0143
 SS0143;                    North         East    Units  Estimated Accuracy
 SS0143;SPC MT       -   309,120.      531,380.      MT  (+/- 180 meters Scaled)
 SS0143
 SS0143                          SUPERSEDED SURVEY CONTROL
 SS0143
 SS0143  NGVD 29 (??/??/92) 1743.966  (m)         5721.66   (f) ADJ UNCH    2 0
 SS0143
 SS0143.Superseded values are not recommended for survey control.
 SS0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0143.See file dsdata.txt to determine how the superseded data were derived.
 SS0143
 SS0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT453084(NAD 83)
 SS0143_MARKER: DR = REFERENCE MARK DISK
 SS0143_SETTING: 66 = SET IN ROCK OUTCROP
 SS0143_SP_SET: OUTCROP
 SS0143_STAMPING: C 9 L NO 1 1961
 SS0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0143+STABILITY: POSITION/ELEVATION WELL
 SS0143
 SS0143  HISTORY     - Date     Condition        Report By
 SS0143  HISTORY     - 1961     MONUMENTED       CGS
 SS0143
 SS0143                          STATION DESCRIPTION
 SS0143
 SS0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0143'16.35 MI SW FROM STANFORD.
 SS0143'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0143'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0143'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0143'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.45 MILES WEST ALONG A
 SS0143'GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG A TRAIL ROAD, THENCE 0.15
 SS0143'MILE WEST ALONG THE TOP OF A RIDGE, IN SECTION 25, T 15 N, R 10 E,
 SS0143'74.0 FEET EAST OF C 9 L 1961, AND SET IN THE TOP OF A ROCK OUTCROP
 SS0143'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0144 ***********************************************************************
 SS0144  DESIGNATION -  C 9 L RM 2
 SS0144  PID         -  SS0144
 SS0144  STATE/COUNTY-  MT/JUDITH BASIN
 SS0144  USGS QUAD   -  WOLF BUTTE (1995)
 SS0144
 SS0144                         *CURRENT SURVEY CONTROL
 SS0144  ___________________________________________________________________
 SS0144* NAD 83(1986)-  47 01 42.     (N)    110 24 12.     (W)     SCALED    
 SS0144* NAVD 88     -      1743.213  (meters)    5719.19   (feet)  ADJUSTED  
 SS0144  ___________________________________________________________________
 SS0144  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 SS0144  DYNAMIC HT  -        1742.795 (meters)    5717.82  (feet)  COMP
 SS0144  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 SS0144
 SS0144  VERT ORDER  -  SECOND    CLASS 0
 SS0144
 SS0144.The horizontal coordinates were scaled from a topographic map and have
 SS0144.an estimated accuracy of +/- 6 seconds.
 SS0144
 SS0144.The orthometric height was determined by differential leveling
 SS0144.and adjusted by the National Geodetic Survey in June 1991..
 SS0144
 SS0144.The geoid height was determined by GEOID03.
 SS0144
 SS0144.The dynamic height is computed by dividing the NAVD 88
 SS0144.geopotential number by the normal gravity value computed on the
 SS0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0144.degrees latitude (g = 980.6199 gals.).
 SS0144
 SS0144.The modeled gravity was interpolated from observed gravity values.
 SS0144
 SS0144;                    North         East    Units  Estimated Accuracy
 SS0144;SPC MT       -   309,120.      531,380.      MT  (+/- 180 meters Scaled)
 SS0144
 SS0144                          SUPERSEDED SURVEY CONTROL
 SS0144
 SS0144  NGVD 29 (??/??/92) 1742.152  (m)         5715.71   (f) ADJ UNCH    2 0
 SS0144
 SS0144.Superseded values are not recommended for survey control.
 SS0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0144.See file dsdata.txt to determine how the superseded data were derived.
 SS0144
 SS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT453084(NAD 83)
 SS0144_MARKER: DR = REFERENCE MARK DISK
 SS0144_SETTING: 66 = SET IN ROCK OUTCROP
 SS0144_SP_SET: OUTCROP
 SS0144_STAMPING: C 9 L NO 2 1961
 SS0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0144+STABILITY: POSITION/ELEVATION WELL
 SS0144
 SS0144  HISTORY     - Date     Condition        Report By
 SS0144  HISTORY     - 1961     MONUMENTED       CGS
 SS0144
 SS0144                          STATION DESCRIPTION
 SS0144
 SS0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0144'16.35 MI SW FROM STANFORD.
 SS0144'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0144'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0144'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0144'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.45 MILES WEST ALONG A
 SS0144'GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG A TRAIL ROAD, THENCE 0.15
 SS0144'MILE WEST ALONG THE TOP OF A RIDGE, IN SECTION 25, T 15 N, R 10 E,
 SS0144'45.2 FEET SOUTHWEST OF C 9 L 1961, AND SET IN THE TOP OF A ROCK
 SS0144'OUTCROP WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0002 ***********************************************************************
 TH0002  DESIGNATION -  C 90
 TH0002  PID         -  TH0002
 TH0002  STATE/COUNTY-  MT/SHERIDAN
 TH0002  USGS QUAD   -  RESERVE (1988)
 TH0002
 TH0002                         *CURRENT SURVEY CONTROL
 TH0002  ___________________________________________________________________
 TH0002* NAD 83(1986)-  48 33 22.     (N)    104 29 03.     (W)     SCALED    
 TH0002* NAVD 88     -       594.668  (meters)    1951.01   (feet)  POSTED    
 TH0002  ___________________________________________________________________
 TH0002  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TH0002  DYNAMIC HT  -         594.770 (meters)    1951.34  (feet)  COMP
 TH0002  MODELED GRAV-     980,758.8   (mgal)                       NAVD 88
 TH0002
 TH0002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TH0002
 TH0002.The horizontal coordinates were scaled from a topographic map and have
 TH0002.an estimated accuracy of +/- 6 seconds.
 TH0002
 TH0002.The orthometric height was determined by differential leveling
 TH0002.and adjusted by the National Geodetic Survey in 1992..
 TH0002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TH0002.rate of 0.0 thru 1.0 mm/km.
 TH0002
 TH0002.The geoid height was determined by GEOID03.
 TH0002
 TH0002.The dynamic height is computed by dividing the NAVD 88
 TH0002.geopotential number by the normal gravity value computed on the
 TH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0002.degrees latitude (g = 980.6199 gals.).
 TH0002
 TH0002.The modeled gravity was interpolated from observed gravity values.
 TH0002
 TH0002;                    North         East    Units  Estimated Accuracy
 TH0002;SPC MT       -   490,360.      969,930.      MT  (+/- 180 meters Scaled)
 TH0002
 TH0002                          SUPERSEDED SURVEY CONTROL
 TH0002
 TH0002  NGVD 29 (??/??/92)  594.16   (m)         1949.3    (f) COMPUTED    2 0
 TH0002
 TH0002.Superseded values are not recommended for survey control.
 TH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0002.See file dsdata.txt to determine how the superseded data were derived.
 TH0002
 TH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP380782(NAD 83)
 TH0002_MARKER: DB = BENCH MARK DISK
 TH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0002_STAMPING: C 90 1934
 TH0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0002+STABILITY: SURFACE MOTION
 TH0002
 TH0002  HISTORY     - Date     Condition        Report By
 TH0002  HISTORY     - 1934     MONUMENTED       CGS
 TH0002
 TH0002                          STATION DESCRIPTION
 TH0002
 TH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0002'3.9 MI N FROM MEDICINE LAKE.
 TH0002'3.9 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM MEDICINE LAKE,
 TH0002'SHERIDAN COUNTY, 39 FEET SOUTH OF MILEPOST 36, 43 FEET EAST OF THE
 TH0002'CENTERLINE OF THE TRACK, AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 TH0002'STANDARD DISK, STAMPED C 90 1934 AND SET IN THE TOP OF A CONCRETE
 TH0002'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0193 ***********************************************************************
 TJ0193  DESIGNATION -  C 91
 TJ0193  PID         -  TJ0193
 TJ0193  STATE/COUNTY-  MT/VALLEY
 TJ0193  USGS QUAD   -  CHAPMAN COULEE NE (1978)
 TJ0193
 TJ0193                         *CURRENT SURVEY CONTROL
 TJ0193  ___________________________________________________________________
 TJ0193* NAD 83(1986)-  48 27 42.     (N)    106 33 49.     (W)     SCALED    
 TJ0193* NAVD 88     -       857.859  (meters)    2814.49   (feet)  ADJUSTED  
 TJ0193  ___________________________________________________________________
 TJ0193  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TJ0193  DYNAMIC HT  -         857.946 (meters)    2814.78  (feet)  COMP
 TJ0193  MODELED GRAV-     980,683.0   (mgal)                       NAVD 88
 TJ0193
 TJ0193  VERT ORDER  -  SECOND    CLASS 0
 TJ0193
 TJ0193.The horizontal coordinates were scaled from a topographic map and have
 TJ0193.an estimated accuracy of +/- 6 seconds.
 TJ0193
 TJ0193.The orthometric height was determined by differential leveling
 TJ0193.and adjusted by the National Geodetic Survey in June 1991..
 TJ0193
 TJ0193.The geoid height was determined by GEOID03.
 TJ0193
 TJ0193.The dynamic height is computed by dividing the NAVD 88
 TJ0193.geopotential number by the normal gravity value computed on the
 TJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0193.degrees latitude (g = 980.6199 gals.).
 TJ0193
 TJ0193.The modeled gravity was interpolated from observed gravity values.
 TJ0193
 TJ0193;                    North         East    Units  Estimated Accuracy
 TJ0193;SPC MT       -   472,080.      817,050.      MT  (+/- 180 meters Scaled)
 TJ0193
 TJ0193                          SUPERSEDED SURVEY CONTROL
 TJ0193
 TJ0193  NGVD 29 (??/??/92)  857.201  (m)         2812.33   (f) ADJ UNCH    2 0
 TJ0193
 TJ0193.Superseded values are not recommended for survey control.
 TJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0193.See file dsdata.txt to determine how the superseded data were derived.
 TJ0193
 TJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP844687(NAD 83)
 TJ0193_MARKER: DB = BENCH MARK DISK
 TJ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0193_STAMPING: C-91 1934
 TJ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0193+STABILITY: SURFACE MOTION
 TJ0193
 TJ0193  HISTORY     - Date     Condition        Report By
 TJ0193  HISTORY     - 1934     MONUMENTED       CGS
 TJ0193  HISTORY     - 1953     MARK NOT FOUND   NGS
 TJ0193  HISTORY     - 1977     MARK NOT FOUND   USGS
 TJ0193
 TJ0193                          STATION DESCRIPTION
 TJ0193
 TJ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TJ0193'21.2 MI N FROM GLASGOW.
 TJ0193'21.2 MILES N OF AND ALONG STATE HWY NO. 22 46 FT. W OF CENTER OF
 TJ0193'HIGHWAY.  A CIRCLE OF ROCKS PLACED AROUND THE MARK.
 TJ0193
 TJ0193                          STATION RECOVERY (1953)
 TJ0193
 TJ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 TJ0193'MARK NOT FOUND.
 TJ0193
 TJ0193                          STATION RECOVERY (1977)
 TJ0193
 TJ0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TJ0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0019 ***********************************************************************
 TJ0019  DESIGNATION -  C 92
 TJ0019  PID         -  TJ0019
 TJ0019  STATE/COUNTY-  MT/VALLEY
 TJ0019  USGS QUAD   -  GLENTANA EAST (1973)
 TJ0019
 TJ0019                         *CURRENT SURVEY CONTROL
 TJ0019  ___________________________________________________________________
 TJ0019* NAD 83(1986)-  48 49 40.     (N)    106 08 26.     (W)     SCALED    
 TJ0019* NAVD 88     -       866.567  (meters)    2843.06   (feet)  ADJUSTED  
 TJ0019  ___________________________________________________________________
 TJ0019  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TJ0019  DYNAMIC HT  -         866.681 (meters)    2843.44  (feet)  COMP
 TJ0019  MODELED GRAV-     980,712.6   (mgal)                       NAVD 88
 TJ0019
 TJ0019  VERT ORDER  -  SECOND    CLASS 0
 TJ0019
 TJ0019.The horizontal coordinates were scaled from a topographic map and have
 TJ0019.an estimated accuracy of +/- 6 seconds.
 TJ0019
 TJ0019.The orthometric height was determined by differential leveling
 TJ0019.and adjusted by the National Geodetic Survey in June 1991..
 TJ0019
 TJ0019.The geoid height was determined by GEOID03.
 TJ0019
 TJ0019.The dynamic height is computed by dividing the NAVD 88
 TJ0019.geopotential number by the normal gravity value computed on the
 TJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0019.degrees latitude (g = 980.6199 gals.).
 TJ0019
 TJ0019.The modeled gravity was interpolated from observed gravity values.
 TJ0019
 TJ0019;                    North         East    Units  Estimated Accuracy
 TJ0019;SPC MT       -   514,000.      846,560.      MT  (+/- 180 meters Scaled)
 TJ0019
 TJ0019                          SUPERSEDED SURVEY CONTROL
 TJ0019
 TJ0019  NGVD 29 (??/??/92)  865.925  (m)         2840.96   (f) ADJ UNCH    2 0
 TJ0019
 TJ0019.Superseded values are not recommended for survey control.
 TJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0019.See file dsdata.txt to determine how the superseded data were derived.
 TJ0019
 TJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ162089(NAD 83)
 TJ0019_MARKER: DB = BENCH MARK DISK
 TJ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0019_STAMPING: C 92 1934
 TJ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0019+STABILITY: SURFACE MOTION
 TJ0019
 TJ0019  HISTORY     - Date     Condition        Report By
 TJ0019  HISTORY     - 1934     MONUMENTED       CGS
 TJ0019
 TJ0019                          STATION DESCRIPTION
 TJ0019
 TJ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TJ0019'4.4 MI W FROM RICHLAND.
 TJ0019'4.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM RICHLAND, VALLEY
 TJ0019'COUNTY, AT MILEPOST 135, 78 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 TJ0019'AND 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 TJ0019'C 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0276 ***********************************************************************
 TK0276  DESIGNATION -  C 93
 TK0276  PID         -  TK0276
 TK0276  STATE/COUNTY-  MT/HILL
 TK0276  USGS QUAD   -  HERRON PARK (1976)
 TK0276
 TK0276                         *CURRENT SURVEY CONTROL
 TK0276  ___________________________________________________________________
 TK0276* NAD 83(1986)-  48 30 55.     (N)    109 48 29.     (W)     SCALED    
 TK0276* NAVD 88     -       788.313  (meters)    2586.32   (feet)  POSTED    
 TK0276  ___________________________________________________________________
 TK0276  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 TK0276  DYNAMIC HT  -         788.380 (meters)    2586.54  (feet)  COMP
 TK0276  MODELED GRAV-     980,675.7   (mgal)                       NAVD 88
 TK0276
 TK0276  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0276
 TK0276.The horizontal coordinates were scaled from a topographic map and have
 TK0276.an estimated accuracy of +/- 6 seconds.
 TK0276
 TK0276.The orthometric height was determined by differential leveling
 TK0276.and adjusted by the National Geodetic Survey in 1992..
 TK0276.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0276.rate of 2.1 thru 3.0 mm/km.
 TK0276
 TK0276.The geoid height was determined by GEOID03.
 TK0276
 TK0276.The dynamic height is computed by dividing the NAVD 88
 TK0276.geopotential number by the normal gravity value computed on the
 TK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0276.degrees latitude (g = 980.6199 gals.).
 TK0276
 TK0276.The modeled gravity was interpolated from observed gravity values.
 TK0276
 TK0276;                    North         East    Units  Estimated Accuracy
 TK0276;SPC MT       -   474,020.      577,250.      MT  (+/- 180 meters Scaled)
 TK0276
 TK0276                          SUPERSEDED SURVEY CONTROL
 TK0276
 TK0276  NGVD 29 (??/??/92)  787.523  (m)         2583.73   (f) ADJ UNCH    2 0
 TK0276
 TK0276.Superseded values are not recommended for survey control.
 TK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0276.See file dsdata.txt to determine how the superseded data were derived.
 TK0276
 TK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU880742(NAD 83)
 TK0276_MARKER: DB = BENCH MARK DISK
 TK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0276_STAMPING: C 93 1934
 TK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0276+STABILITY: SURFACE MOTION
 TK0276
 TK0276  HISTORY     - Date     Condition        Report By
 TK0276  HISTORY     - 1934     MONUMENTED       CGS
 TK0276  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0276
 TK0276                          STATION DESCRIPTION
 TK0276
 TK0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0276'4.0 MI SW FROM PACIFIC JUNCTION.
 TK0276'4 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TK0276'PACIFIC JUNCTION, ABOUT 93 YARDS WEST OF MILEPOST 4, 47 FEET SOUTH OF
 TK0276'THE CENTERLINE OF THE TRACK, AND 4 FEET NORTH OF THE RIGHT-OF-WAY
 TK0276'FENCE.  A STANDARD DISK, STAMPED C 93 1934 AND SET IN THE TOP OF A
 TK0276'CONCRETE POST.
 TK0276
 TK0276                          STATION RECOVERY (1979)
 TK0276
 TK0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0046 ***********************************************************************
 TL0046  DESIGNATION -  C 94
 TL0046  PID         -  TL0046
 TL0046  STATE/COUNTY-  MT/CHOUTEAU
 TL0046  USGS QUAD   -  BOGGS ISLAND (1953)
 TL0046
 TL0046                         *CURRENT SURVEY CONTROL
 TL0046  ___________________________________________________________________
 TL0046* NAD 83(1986)-  48 01 23.     (N)    110 18 05.     (W)     SCALED    
 TL0046* NAVD 88     -       769.662  (meters)    2525.13   (feet)  ADJUSTED  
 TL0046  ___________________________________________________________________
 TL0046  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 TL0046  DYNAMIC HT  -         769.685 (meters)    2525.21  (feet)  COMP
 TL0046  MODELED GRAV-     980,615.7   (mgal)                       NAVD 88
 TL0046
 TL0046  VERT ORDER  -  SECOND    CLASS 0
 TL0046
 TL0046.The horizontal coordinates were scaled from a topographic map and have
 TL0046.an estimated accuracy of +/- 6 seconds.
 TL0046
 TL0046.The orthometric height was determined by differential leveling
 TL0046.and adjusted by the National Geodetic Survey in June 1991..
 TL0046
 TL0046.The geoid height was determined by GEOID03.
 TL0046
 TL0046.The dynamic height is computed by dividing the NAVD 88
 TL0046.geopotential number by the normal gravity value computed on the
 TL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0046.degrees latitude (g = 980.6199 gals.).
 TL0046
 TL0046.The modeled gravity was interpolated from observed gravity values.
 TL0046
 TL0046;                    North         East    Units  Estimated Accuracy
 TL0046;SPC MT       -   419,560.      540,250.      MT  (+/- 180 meters Scaled)
 TL0046
 TL0046                          SUPERSEDED SURVEY CONTROL
 TL0046
 TL0046  NGVD 29 (??/??/92)  768.821  (m)         2522.37   (f) ADJ UNCH    2 0
 TL0046
 TL0046.Superseded values are not recommended for survey control.
 TL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0046.See file dsdata.txt to determine how the superseded data were derived.
 TL0046
 TL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU520190(NAD 83)
 TL0046_MARKER: DB = BENCH MARK DISK
 TL0046_SETTING: 80 = SET IN A BOULDER
 TL0046_SP_SET: SANDSTONE BOULDER
 TL0046_STAMPING: C 94 1934
 TL0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0046+STABILITY: SURFACE MOTION
 TL0046
 TL0046  HISTORY     - Date     Condition        Report By
 TL0046  HISTORY     - 1934     MONUMENTED       CGS
 TL0046  HISTORY     - 1952     MARK NOT FOUND   NGS
 TL0046
 TL0046                          STATION DESCRIPTION
 TL0046
 TL0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TL0046'7.7 MI NE FROM LIPPARD.
 TL0046'7.7 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM LIPPARD, ON
 TL0046'THE SIDE OF CULVERT 48.69, 45 FEET SOUTH OF THE CENTER OF THE TRACK,
 TL0046'AND SET IN A LARGE SANDSTONE BOULDER.  A STANDARD DISK, STAMPED C 94
 TL0046'1934.  NOTE-- DITCHES ON BOTH SIDES OF THE RAILROAD TRACK HAVE BEEN
 TL0046'CLEANED AND THE ROADBED SHIFTED, THEREFORE THE MARK IS PROBABLY
 TL0046'BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0848 ***********************************************************************
 SR0848  DESIGNATION -  C 95
 SR0848  PID         -  SR0848
 SR0848  STATE/COUNTY-  MT/CHOUTEAU
 SR0848  USGS QUAD   -  PIGTAIL COULEE (1964)
 SR0848
 SR0848                         *CURRENT SURVEY CONTROL
 SR0848  ___________________________________________________________________
 SR0848* NAD 83(1986)-  47 46 42.     (N)    109 42 56.     (W)     SCALED    
 SR0848* NAVD 88     -       789.249  (meters)    2589.39   (feet)  ADJUSTED  
 SR0848  ___________________________________________________________________
 SR0848  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 SR0848  DYNAMIC HT  -         789.266 (meters)    2589.45  (feet)  COMP
 SR0848  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 SR0848
 SR0848  VERT ORDER  -  SECOND    CLASS 0
 SR0848
 SR0848.The horizontal coordinates were scaled from a topographic map and have
 SR0848.an estimated accuracy of +/- 6 seconds.
 SR0848
 SR0848.The orthometric height was determined by differential leveling
 SR0848.and adjusted by the National Geodetic Survey in June 1991..
 SR0848
 SR0848.The geoid height was determined by GEOID03.
 SR0848
 SR0848.The dynamic height is computed by dividing the NAVD 88
 SR0848.geopotential number by the normal gravity value computed on the
 SR0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0848.degrees latitude (g = 980.6199 gals.).
 SR0848
 SR0848.The modeled gravity was interpolated from observed gravity values.
 SR0848
 SR0848;                    North         East    Units  Estimated Accuracy
 SR0848;SPC MT       -   392,080.      583,850.      MT  (+/- 180 meters Scaled)
 SR0848
 SR0848                          SUPERSEDED SURVEY CONTROL
 SR0848
 SR0848  NGVD 29 (??/??/92)  788.424  (m)         2586.69   (f) ADJ UNCH    2 0
 SR0848
 SR0848.Superseded values are not recommended for survey control.
 SR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0848.See file dsdata.txt to determine how the superseded data were derived.
 SR0848
 SR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT962924(NAD 83)
 SR0848_MARKER: DB = BENCH MARK DISK
 SR0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0848_STAMPING: C 95 1934
 SR0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0848+STABILITY: SURFACE MOTION
 SR0848
 SR0848  HISTORY     - Date     Condition        Report By
 SR0848  HISTORY     - 1934     MONUMENTED       CGS
 SR0848
 SR0848                          STATION DESCRIPTION
 SR0848
 SR0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0848'6.0 MI NW FROM JUDITH.
 SR0848'IN CHOUTEAU COUNTY, 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM
 SR0848'JUDITH, FERGUS COUNTY, ON A FLAT BETWEEN TWO COULEES, 14 FEET WEST OF
 SR0848'A WIRE GATE IN THE RIGHT-OF-WAY FENCE, 49 FEET NORTH OF THE CENTERLINE
 SR0848'OF THE HIGHWAY, AND 5 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 SR0848'STAMPED C 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0008 ***********************************************************************
 SS0008  DESIGNATION -  C 96
 SS0008  PID         -  SS0008
 SS0008  STATE/COUNTY-  MT/CHOUTEAU
 SS0008  USGS QUAD   -  GERALDINE (1978)
 SS0008
 SS0008                         *CURRENT SURVEY CONTROL
 SS0008  ___________________________________________________________________
 SS0008* NAD 83(1986)-  47 37 21.     (N)    110 17 26.     (W)     SCALED    
 SS0008* NAVD 88     -       952.764  (meters)    3125.86   (feet)  ADJUSTED  
 SS0008  ___________________________________________________________________
 SS0008  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 SS0008  DYNAMIC HT  -         952.750 (meters)    3125.81  (feet)  COMP
 SS0008  MODELED GRAV-     980,565.4   (mgal)                       NAVD 88
 SS0008
 SS0008  VERT ORDER  -  SECOND    CLASS 0
 SS0008
 SS0008.The horizontal coordinates were scaled from a topographic map and have
 SS0008.an estimated accuracy of +/- 6 seconds.
 SS0008
 SS0008.The orthometric height was determined by differential leveling
 SS0008.and adjusted by the National Geodetic Survey in June 1991..
 SS0008
 SS0008.The geoid height was determined by GEOID03.
 SS0008
 SS0008.The dynamic height is computed by dividing the NAVD 88
 SS0008.geopotential number by the normal gravity value computed on the
 SS0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0008.degrees latitude (g = 980.6199 gals.).
 SS0008
 SS0008.The modeled gravity was interpolated from observed gravity values.
 SS0008
 SS0008;                    North         East    Units  Estimated Accuracy
 SS0008;SPC MT       -   375,040.      540,610.      MT  (+/- 180 meters Scaled)
 SS0008
 SS0008                          SUPERSEDED SURVEY CONTROL
 SS0008
 SS0008  NGVD 29 (??/??/92)  951.921  (m)         3123.09   (f) ADJ UNCH    2 0
 SS0008
 SS0008.Superseded values are not recommended for survey control.
 SS0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0008.See file dsdata.txt to determine how the superseded data were derived.
 SS0008
 SS0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT533745(NAD 83)
 SS0008_MARKER: DB = BENCH MARK DISK
 SS0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0008_STAMPING: C 96 1934
 SS0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0008+STABILITY: SURFACE MOTION
 SS0008
 SS0008  HISTORY     - Date     Condition        Report By
 SS0008  HISTORY     - 1934     MONUMENTED       CGS
 SS0008  HISTORY     - 1973     MARK NOT FOUND   USGS
 SS0008
 SS0008                          STATION DESCRIPTION
 SS0008
 SS0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0008'1.9 MI NW FROM GERALDINE.
 SS0008'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM GERALDINE, CHOUTEAU
 SS0008'COUNTY, AT THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SS0008'CROSSING, 38 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 67
 SS0008'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 SS0008'STAMPED C 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SS0008
 SS0008                          STATION RECOVERY (1973)
 SS0008
 SS0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SS0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0569 ***********************************************************************
 SS0569  DESIGNATION -  C 98
 SS0569  PID         -  SS0569
 SS0569  STATE/COUNTY-  MT/CHOUTEAU
 SS0569  USGS QUAD   -  CARTER (1953)
 SS0569
 SS0569                         *CURRENT SURVEY CONTROL
 SS0569  ___________________________________________________________________
 SS0569* NAD 83(1986)-  47 47 54.     (N)    110 54 43.     (W)     SCALED    
 SS0569* NAVD 88     -       930.537  (meters)    3052.94   (feet)  ADJUSTED  
 SS0569  ___________________________________________________________________
 SS0569  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 SS0569  DYNAMIC HT  -         930.538 (meters)    3052.94  (feet)  COMP
 SS0569  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 SS0569
 SS0569  VERT ORDER  -  SECOND    CLASS 0
 SS0569
 SS0569.The horizontal coordinates were scaled from a topographic map and have
 SS0569.an estimated accuracy of +/- 6 seconds.
 SS0569
 SS0569.The orthometric height was determined by differential leveling
 SS0569.and adjusted by the National Geodetic Survey in June 1991..
 SS0569
 SS0569.The geoid height was determined by GEOID03.
 SS0569
 SS0569.The dynamic height is computed by dividing the NAVD 88
 SS0569.geopotential number by the normal gravity value computed on the
 SS0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0569.degrees latitude (g = 980.6199 gals.).
 SS0569
 SS0569.The modeled gravity was interpolated from observed gravity values.
 SS0569
 SS0569;                    North         East    Units  Estimated Accuracy
 SS0569;SPC MT       -   395,240.      494,280.      MT  (+/- 180 meters Scaled)
 SS0569
 SS0569                          SUPERSEDED SURVEY CONTROL
 SS0569
 SS0569  NGVD 29 (??/??/92)  929.661  (m)         3050.06   (f) ADJ UNCH    2 0
 SS0569
 SS0569.Superseded values are not recommended for survey control.
 SS0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0569.See file dsdata.txt to determine how the superseded data were derived.
 SS0569
 SS0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT065938(NAD 83)
 SS0569_MARKER: DB = BENCH MARK DISK
 SS0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0569_STAMPING: C 98 1934
 SS0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0569+STABILITY: SURFACE MOTION
 SS0569
 SS0569  HISTORY     - Date     Condition        Report By
 SS0569  HISTORY     - 1934     MONUMENTED       CGS
 SS0569
 SS0569                          STATION DESCRIPTION
 SS0569
 SS0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0569'2.3 MI NE FROM CARTER.
 SS0569'2.3 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0569'AT CARTER, CHOUTEAU COUNTY, 96 YARDS NORTH OF MILEPOST 88, 46 FEET
 SS0569'WEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET EAST OF THE RIGHT OF
 SS0569'WAY FENCE.  A STANDARD DISK, STAMPED C 98 1934 AND SET IN THE TOP OF A
 SS0569'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1021 ***********************************************************************
 RX1021  DESIGNATION -  C A A
 RX1021  PID         -  RX1021
 RX1021  STATE/COUNTY-  MT/GRANITE
 RX1021  USGS QUAD   -  BEARMOUTH (1989)
 RX1021
 RX1021                         *CURRENT SURVEY CONTROL
 RX1021  ___________________________________________________________________
 RX1021* NAD 83(1992)-  46 39 07.17720(N)    113 16 09.38223(W)     ADJUSTED  
 RX1021* NAVD 88     -      1614.4    (meters)    5297.     (feet)  VERTCON   
 RX1021  ___________________________________________________________________
 RX1021  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 RX1021  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 RX1021
 RX1021  HORZ ORDER  -  THIRD
 RX1021
 RX1021.The horizontal coordinates were established by classical geodetic methods
 RX1021.and adjusted by the National Geodetic Survey in July 1992..
 RX1021
 RX1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1021
 RX1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1021
 RX1021.The geoid height was determined by GEOID03.
 RX1021
 RX1021;                    North         East     Units Scale Factor Converg.
 RX1021;SPC MT       -   273,850.745   311,748.975   MT  0.99941233   -2 45 26.1
 RX1021;SPC MT       -   898,460.45  1,022,798.47   iFT  0.99941233   -2 45 26.1
 RX1021;UTM  12      - 5,168,993.763   326,362.798   MT  0.99997060   -1 39 02.2
 RX1021
 RX1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1021!SPC MT       -   0.99974914  x   0.99941233  =   0.99916162
 RX1021!UTM  12      -   0.99974914  x   0.99997060  =   0.99971975
 RX1021
 RX1021                          SUPERSEDED SURVEY CONTROL
 RX1021
 RX1021  NAD 83(1986)-  46 39 07.18342(N)    113 16 09.37796(W) AD(       ) 3
 RX1021  NGVD 29 (05/15/92) 1613.3    (m)         5293.     (f) VERT ANG       
 RX1021
 RX1021.Superseded values are not recommended for survey control.
 RX1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1021.See file dsdata.txt to determine how the superseded data were derived.
 RX1021
 RX1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS2636368994(NAD 83)
 RX1021_MARKER: Z = SEE DESCRIPTION
 RX1021_SETTING: 0 = UNSPECIFIED SETTING
 RX1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1021
 RX1021  HISTORY     - Date     Condition        Report By
 RX1021  HISTORY     - 1949     MONUMENTED       USFS
 RX1021  HISTORY     - 1957     GOOD             USGS
 RX1021
 RX1021                          STATION DESCRIPTION
 RX1021
 RX1021'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RX1021'STATION WAS FOUND AS DESCRIBED BELOW BY USFS ENGINEER FOLSOM IN 1949
 RX1021'AND IN GOOD CONDITION.
 RX1021'
 RX1021'DESCRIPTION--LOCATED IN SEC. 5, T 10 N, R 13 W, P.M.  ON PROMINENT
 RX1021'ROCKY POINT OCCUPIED BY CAA BEACON.
 RX1021'
 RX1021'TO REACH FROM DRUMMOND, MONTANA, TAKE HIGHWAY 10 S. TOWARD HALL 4 MI.,
 RX1021'GO W. ON COW CREEK ROAD 2.5 MI., TURN N. AND GO 1 MI. TO GATE WITH
 RX1021'POSTS PAINTED ORANGE, GO THRU GATE AND FOLLOW DIM RD. W. AND
 RX1021'NORTHWESTERLY UP RIDGE TO STATION AND BEACON.
 RX1021'
 RX1021'RECOVERED IN GOOD CONDITION BY USGS IN 1956 AND 1957.
 RX1021'
 RX1021'STATION MARK--USGS BM TABLET CEMENTED IN ROCK OUTCROP IN GOOD
 RX1021'CONDITION AND STAMPED---5279---.
 RX1021'
 RX1021'REFERENCE MARK--AIRWAY BEACON AZIMUTH 245 DEGREES 57 MINUTES.
 RX1021'DISTANCE 88.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1037 ***********************************************************************
 SR1037  DESIGNATION -  C K CREEK
 SR1037  PID         -  SR1037
 SR1037  STATE/COUNTY-  MT/PHILLIPS
 SR1037  USGS QUAD   -  DRY COULEE (1965)
 SR1037
 SR1037                         *CURRENT SURVEY CONTROL
 SR1037  ___________________________________________________________________
 SR1037* NAD 83(1992)-  47 35 33.39552(N)    108 10 13.33977(W)     ADJUSTED  
 SR1037* NAVD 88     -       793.38   (+/-2cm)    2602.9    (feet)  VERTCON   
 SR1037  ___________________________________________________________________
 SR1037  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 SR1037  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 SR1037
 SR1037  HORZ ORDER  -  THIRD
 SR1037  VERT ORDER  -  THIRD ? (See Below)
 SR1037
 SR1037.The horizontal coordinates were established by classical geodetic methods
 SR1037.and adjusted by the National Geodetic Survey in July 1992..
 SR1037
 SR1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1037.The vertical order pertains to the NGVD 29 superseded value.
 SR1037
 SR1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1037
 SR1037.The geoid height was determined by GEOID03.
 SR1037
 SR1037;                    North         East     Units Scale Factor Converg.
 SR1037;SPC MT       -   372,271.164   699,942.191   MT  0.99944387   +0 58 21.5
 SR1037;SPC MT       - 1,221,362.09  2,296,398.26   iFT  0.99944387   +0 58 21.5
 SR1037;UTM  12      - 5,274,902.193   712,726.212   MT  1.00015613   +2 05 24.3
 SR1037
 SR1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1037!SPC MT       -   0.99987805  x   0.99944387  =   0.99932199
 SR1037!UTM  12      -   0.99987805  x   1.00015613  =   1.00003416
 SR1037
 SR1037:                Primary Azimuth Mark                     Grid Az
 SR1037:SPC MT       -  LITTLE ROCKY                             223 31 22.4
 SR1037:UTM  12      -  LITTLE ROCKY                             222 24 19.6
 SR1037
 SR1037|---------------------------------------------------------------------|
 SR1037| PID    Reference Object                     Distance      Geod. Az  |
 SR1037|                                                           dddmmss.s |
 SR1037| SR1039 LITTLE ROCKY                        APPROX. 4.3 KM 2242943.9 |
 SR1037|---------------------------------------------------------------------|
 SR1037
 SR1037                          SUPERSEDED SURVEY CONTROL
 SR1037
 SR1037  NAD 83(1986)-  47 35 33.39010(N)    108 10 13.32164(W) AD(       ) 3
 SR1037  NAD 27      -  47 35 33.39700(N)    108 10 10.89800(W) AD(       ) 3
 SR1037  NGVD 29 (07/19/86)  792.64   (m)         2600.5    (f) LEVELING    3  
 SR1037
 SR1037.Superseded values are not recommended for survey control.
 SR1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1037.See file dsdata.txt to determine how the superseded data were derived.
 SR1037
 SR1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT1272674902(NAD 83)
 SR1037_MARKER: P = PIPE CAP
 SR1037_SETTING: 0 = UNSPECIFIED SETTING
 SR1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1037
 SR1037  HISTORY     - Date     Condition        Report By
 SR1037  HISTORY     - 1937     MONUMENTED       USE
 SR1037
 SR1037                          STATION DESCRIPTION
 SR1037
 SR1037'DESCRIBED BY US ENGINEERS 1937
 SR1037'THE STATION IS IN PHILLIPS COUNTY ON THE LEFT BANK OF THE
 SR1037'MISSOURI RIVER AND IN THE SE 1/4 OF SECTION 7, T. 21 N., R. 28 E.
 SR1037'THE STATION IS ON A SMALL SHALE BUTTE WHICH RISES FROM A LONG
 SR1037'NARROW RIDGE EXTENDING WEST FROM THE END OF THE DIVIDE BETWEEN
 SR1037'C.K. CREEK AND BLACKTAIL COULEE, AND IS ABOUT 1 MILE EAST OF
 SR1037'C.K. CREEK AND 1 MILE NORTH OF THE MISSOURI RIVER.
 SR1037'
 SR1037'TO REACH STATION PROCEED EAST FROM THE HANSON RANCH TO THE
 SR1037'TOP OF THE DIVIDE BETWEEN BEAUCHAMP CREEK AND C.K. CREEK.
 SR1037'THENCE SOUTHEAST ALONG DIVIDE TRAIL AND MAIL ROUTE TO C.K.
 SR1037'POST OFFICE TO WHERE ROAD DROPS OFF BENCH LAND INTO RIVER
 SR1037'VALLEY.  AT THIS POINT LEAVE THE TRAIL AND PROCEED WEST ALONG
 SR1037'DIM TRAIL THAT PARALLELS THE BLUFFS TO END OF TRAIL AND
 SR1037'BEGINNING OF NARROW RIDGE WHICH EXTENDS UP THE RIVER VALLEY
 SR1037'TOWARDS C.K. CREEK.  FROM THIS POINT PROCEED ON FOOT ABOUT
 SR1037'1/8 MILE TO LOW SHALE BUTTE AND STATION.
 SR1037'
 SR1037'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SR1037'
 SR1037'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SR1037'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1085 ***********************************************************************
 SR1085  DESIGNATION -  CABIN
 SR1085  PID         -  SR1085
 SR1085  STATE/COUNTY-  MT/PHILLIPS
 SR1085  USGS QUAD   -  SHETLAND DIVIDE (1971)
 SR1085
 SR1085                         *CURRENT SURVEY CONTROL
 SR1085  ___________________________________________________________________
 SR1085* NAD 83(1992)-  47 51 50.00634(N)    108 46 10.36280(W)     ADJUSTED  
 SR1085* NAVD 88     -      1138.5    (meters)    3735.     (feet)  VERTCON   
 SR1085  ___________________________________________________________________
 SR1085  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 SR1085  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 SR1085
 SR1085  HORZ ORDER  -  FIRST
 SR1085
 SR1085.The horizontal coordinates were established by classical geodetic methods
 SR1085.and adjusted by the National Geodetic Survey in July 1992..
 SR1085
 SR1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1085
 SR1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1085
 SR1085.The geoid height was determined by GEOID03.
 SR1085
 SR1085;                    North         East     Units Scale Factor Converg.
 SR1085;SPC MT       -   401,824.000   654,625.731   MT  0.99950320   +0 32 03.6
 SR1085;SPC MT       - 1,318,320.21  2,147,722.21   iFT  0.99950320   +0 32 03.6
 SR1085;UTM  12      - 5,303,580.783   666,814.914   MT  0.99994195   +1 39 15.8
 SR1085
 SR1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1085!SPC MT       -   0.99982395  x   0.99950320  =   0.99932724
 SR1085!UTM  12      -   0.99982395  x   0.99994195  =   0.99976591
 SR1085
 SR1085|---------------------------------------------------------------------|
 SR1085| PID    Reference Object                     Distance      Geod. Az  |
 SR1085|                                                           dddmmss.s |
 SR1085| SR1084 CABIN RM A                           24.947 METERS 02242     |
 SR1085| CQ5221 CABIN AZ MK                                        0531901.2 |
 SR1085| CQ5222 CABIN RM 1                           14.392 METERS 15702     |
 SR1085| CQ5223 CABIN RM 2                           16.316 METERS 33539     |
 SR1085|---------------------------------------------------------------------|
 SR1085
 SR1085                          SUPERSEDED SURVEY CONTROL
 SR1085
 SR1085  NAD 83(1986)-  47 51 50.00242(N)    108 46 10.34511(W) AD(       ) 1
 SR1085  NAD 27      -  47 51 50.03554(N)    108 46 07.77090(W) AD(       ) 1
 SR1085  NGVD 29 (07/19/86) 1137.7    (m)         3733.     (f) VERT ANG       
 SR1085
 SR1085.Superseded values are not recommended for survey control.
 SR1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1085.See file dsdata.txt to determine how the superseded data were derived.
 SR1085
 SR1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU6681503581(NAD 83)
 SR1085_MARKER: DS = TRIANGULATION STATION DISK
 SR1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1085
 SR1085  HISTORY     - Date     Condition        Report By
 SR1085  HISTORY     - 1967     MONUMENTED       CGS
 SR1085
 SR1085                          STATION DESCRIPTION
 SR1085
 SR1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SR1085'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LAST CHANCE,
 SR1085'9 MILES SOUTH-SOUTHWEST OF HAYS, 7-1/2 MILES WEST-SOUTHWEST OF
 SR1085'LANDUSKY, ON THE HIGHEST POINT OF A HIGH RIDGE AND ON PROPERTY
 SR1085'OWNED BY MR. HARRY LA BORN.
 SR1085'
 SR1085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191 AND
 SR1085'STATE HIGHWAY 376 IN LAST CHANCE, GO NORTH AND NORTHWEST ON
 SR1085'STATE HIGHWAY 376 FOR 9.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 SR1085'CROSS CATTLE GUARD AND GO WEST ON GRAVELED ROAD FOR 2.35 MILES TO
 SR1085'FORKS.  TAKE LEFT FORK AND GO SOUTH FOR 1.05 MILES TO A
 SR1085'Y-FORK.  TAKE LEFT FORK AND GO SOUTHERLY FOR 1.35 MILES TO A
 SR1085'Y-FORK JUST BEFORE REACHING A RANCH HOUSE ON THE RIGHT.  TAKE
 SR1085'LEFT FORK AND GO SOUTHERLY FOR 0.5 MILE TO A Y-FORK, JUST
 SR1085'AFTER CROSSING A CATTLE GUARD.  TAKE RIGHT FORK, DIM TRACK
 SR1085'ROAD AND GO 0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST
 SR1085'AND SOUTH UP HILL FOR 0.15 MILE TO TOP OF RIDGE AND THE
 SR1085'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO WEST FOR 0.25
 SR1085'MILE TO A GATE.  TURN LEFT AND GO SOUTH ON THE EAST SIDE OF A
 SR1085'WIRE FENCE FOR 0.15 MILE TO THE STATION.
 SR1085'
 SR1085'THE STATION MARK IS A STANDARD DISK, STAMPED CABIN 1967, SET
 SR1085'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SR1085'6-INCHES.  IT IS 49 FEET NORTH OF A 10-INCH TRIANGULAR BLAZED
 SR1085'PINE TREE, 16.8 FEET EAST OF A WIRE FENCE AND 16.7 FEET EAST
 SR1085'OF A METAL WITNESS POST WITH SIGN.
 SR1085'
 SR1085'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CABIN NO 1 1967,
 SR1085'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SR1085'6-INCHES.  IT IS 52.3 FEET SOUTHEAST OF THE METAL WITNESS POST
 SR1085'WITH SIGN, 15 FEET NORTH OF THE 10-INCH TRIANGULAR BLAZED PINE
 SR1085'TREE AND 10.5 FEET NORTH OF THE WIRE FENCE.
 SR1085'
 SR1085'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CABIN NO 2 1967,
 SR1085'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 SR1085'PROJECTS 3-INCHES.  IT IS 101 FEET NORTH OF THE 10-INCH TRIANGULAR
 SR1085'BLAZED PINE TREE, 54.0 FEET NORTH OF THE METAL WITNESS POST WITH
 SR1085'SIGN AND 19 FEET EAST OF THE WIRE FENCE.
 SR1085'
 SR1085'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CABIN 1967, SET
 SR1085'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SR1085'2-INCHES.  IT IS 134 FEET EAST OF THE CENTER OF A TRACK ROAD,
 SR1085'20 FEET NORTH OF THE EDGE OF A BANK AND 2.5 FEET NORTHWEST OF
 SR1085'A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0308 ***********************************************************************
 QU0308  DESIGNATION -  CABIN
 QU0308  PID         -  QU0308
 QU0308  STATE/COUNTY-  MT/CARTER
 QU0308  USGS QUAD   -  POCOCHICHEE BUTTE (1979)
 QU0308
 QU0308                         *CURRENT SURVEY CONTROL
 QU0308  ___________________________________________________________________
 QU0308* NAD 83(1992)-  45 30 44.66172(N)    104 54 30.95046(W)     ADJUSTED  
 QU0308* NAVD 88     -      1048.3    (meters)    3439.     (feet)  VERTCON   
 QU0308  ___________________________________________________________________
 QU0308  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 QU0308  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 QU0308
 QU0308  HORZ ORDER  -  FIRST
 QU0308
 QU0308.The horizontal coordinates were established by classical geodetic methods
 QU0308.and adjusted by the National Geodetic Survey in July 1992..
 QU0308
 QU0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0308
 QU0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0308
 QU0308.The geoid height was determined by GEOID03.
 QU0308
 QU0308;                    North         East     Units Scale Factor Converg.
 QU0308;SPC MT       -   150,813.261   958,474.462   MT  0.99973109   +3 21 31.1
 QU0308;SPC MT       -   494,794.16  3,144,601.25   iFT  0.99973109   +3 21 31.1
 QU0308;UTM  13      - 5,039,878.843   507,139.428   MT  0.99960063   +0 03 54.7
 QU0308
 QU0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0308!SPC MT       -   0.99983809  x   0.99973109  =   0.99956923
 QU0308!UTM  13      -   0.99983809  x   0.99960063  =   0.99943879
 QU0308
 QU0308|---------------------------------------------------------------------|
 QU0308| PID    Reference Object                     Distance      Geod. Az  |
 QU0308|                                                           dddmmss.s |
 QU0308| CS9159 CABIN RM 1                           11.039 METERS 08855     |
 QU0308| CS9158 CABIN AZ MK                                        2365539.6 |
 QU0308| CS9160 CABIN RM 2                           10.966 METERS 34705     |
 QU0308|---------------------------------------------------------------------|
 QU0308
 QU0308                          SUPERSEDED SURVEY CONTROL
 QU0308
 QU0308  NAD 83(1986)-  45 30 44.64848(N)    104 54 30.94244(W) AD(       ) 1
 QU0308  NAD 27      -  45 30 44.67500(N)    104 54 29.05900(W) AD(       ) 1
 QU0308  NGVD 29 (07/19/86) 1047.7    (m)         3437.     (f) VERT ANG       
 QU0308
 QU0308.Superseded values are not recommended for survey control.
 QU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0308.See file dsdata.txt to determine how the superseded data were derived.
 QU0308
 QU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL0713939879(NAD 83)
 QU0308_MARKER: DS = TRIANGULATION STATION DISK
 QU0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0308
 QU0308  HISTORY     - Date     Condition        Report By
 QU0308  HISTORY     - 1949     MONUMENTED       CGS
 QU0308
 QU0308                          STATION DESCRIPTION
 QU0308
 QU0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0308'THE STATION IS LOCATED BETWEEN TIMBER AND DRY CREEKS AND AT
 QU0308'THE HEAD OF POECHEDIE CREEK, ABOUT 25 MILES EAST-NORTHEAST
 QU0308'OF BROADUS, 19.5 MILES NORTH OF THE HAMMOND POST OFFICE,
 QU0308'7.8 FEET EAST-NORTHEAST OF A WITNESS POST, ON LAND OWNED BY
 QU0308'MR. PAT CUNNINGHAM AND ABOUT 2 MILES SOUTHEAST OF MR. CUNNINGHAMS
 QU0308'RANCH HOUSE.
 QU0308'
 QU0308'TO REACH THE STATION FROM THE POST OFFICE IN BROADUS, GO SOUTH
 QU0308'AND EASTERLY ON U.S. HIGHWAY 212 FOR 1.9 MILES TO A SIDE ROAD
 QU0308'ON THE LEFT, (POWDERVILLE ROAD) TURN LEFT, NORTHERLY, AND
 QU0308'FOLLOW THE MAIN GRADED DIRT ROAD FOR 5.25 MILES TO A T-JUNCTION,
 QU0308'TURN LEFT AND CONTINUE NORTHERLY ON THE MAIN GRADED ROAD FOR
 QU0308'2.2 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, NORTHERLY,
 QU0308'AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 21.65 MILES TO A
 QU0308'REVERSE ROAD FORK AND SIGN ON RIGHT BROADUS, TURN SHARP RIGHT,
 QU0308'SOUTHEASTERLY, AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 5.95
 QU0308'MILES TO A FORK, BEAR LEFT, AND CONTINUE SOUTHEASTERLY ON
 QU0308'THE MAIN DIRT ROAD FOR 10.95 MILES TO A TRACK ROAD ON THE
 QU0308'LEFT, TURN LEFT, NORTHERLY, AND FOLLOW THE MAIN TRACK ROAD
 QU0308'FOR 1.05 MILES TO A RANCH HOUSE IN A DRAW, CONTINUE
 QU0308'NORTHERLY ON THE MAIN TRACK ROAD PASSING TO THE WEST SIDE
 QU0308'OF HOUSE FOR 1.15 MILES TO THE PAT CUNNINGHAM RANCH
 QU0308'HOUSE, TURN RIGHT, EASTERLY, UP ALONG THE SOUTH SIDE OF
 QU0308'A DRAW ON A TRACK ROAD FOR 1.15 MILES TO A GATE AND SIGN
 QU0308'(NO HUNTING MONTANA STATE GAME REFUGE), GO THROUGH GATE
 QU0308'AND CONTINUE ON THE TRACK ROAD FOR 0.15 MILE TO WHERE
 QU0308'THE TRACK ROAD MAKES A SHARP CURVE TO THE RIGHT, CONTINUE
 QU0308'STRAIGHT AHEAD, EASTERLY, ACROSS PASTURE LAND FOR 0.25
 QU0308'MILE TO THE AZIMUTH MARK, CONTINUE
 QU0308'EASTERLY ACROSS PASTURE LAND FOR 0.25 MILE TO THE TOP OF A
 QU0308'LOW HILL AND THE STATION AS DESCRIBED.
 QU0308'
 QU0308'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CABIN
 QU0308'1949.
 QU0308'
 QU0308'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QU0308'CABIN NO 1 1949.
 QU0308'
 QU0308'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QU0308'CABIN NO 2 1949.
 QU0308'
 QU0308'THE AZIMUTH MARK IS 3.5 FEET SOUTHEAST OF A WITNESS POST.
 QU0308'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CABIN 1949.
 QU0308'
 QU0308'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10-INCH
 QU0308'SQUARE CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0472 ***********************************************************************
 RT0472  DESIGNATION -  CABIN
 RT0472  PID         -  RT0472
 RT0472  STATE/COUNTY-  MT/PRAIRIE
 RT0472  USGS QUAD   -  GRAVEYARD HILL SW (1982)
 RT0472
 RT0472                         *CURRENT SURVEY CONTROL
 RT0472  ___________________________________________________________________
 RT0472* NAD 83(1992)-  46 48 52.30173(N)    104 41 46.05332(W)     ADJUSTED  
 RT0472* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 RT0472  ___________________________________________________________________
 RT0472  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 RT0472  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 RT0472
 RT0472  HORZ ORDER  -  FIRST
 RT0472
 RT0472.The horizontal coordinates were established by classical geodetic methods
 RT0472.and adjusted by the National Geodetic Survey in July 1992..
 RT0472
 RT0472.The orthometric height was scaled from a topographic map.
 RT0472
 RT0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0472
 RT0472.The geoid height was determined by GEOID03.
 RT0472
 RT0472;                    North         East     Units Scale Factor Converg.
 RT0472;SPC MT       -   296,203.807   966,175.689   MT  0.99939858   +3 30 50.6
 RT0472;SPC MT       -   971,797.27  3,169,867.75   iFT  0.99939858   +3 30 50.6
 RT0472;UTM  13      - 5,184,598.467   523,182.018   MT  0.99960661   +0 13 17.6
 RT0472
 RT0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0472!SPC MT       -   0.99986767  x   0.99939858  =   0.99926633
 RT0472!UTM  13      -   0.99986767  x   0.99960661  =   0.99947433
 RT0472
 RT0472|---------------------------------------------------------------------|
 RT0472| PID    Reference Object                     Distance      Geod. Az  |
 RT0472|                                                           dddmmss.s |
 RT0472| CS9157 CABIN RM 2                           18.001 METERS 03803     |
 RT0472| RT0473 ASH                                 APPROX.10.8 KM 1404811.6 |
 RT0472| CS9156 CABIN RM 1                           16.060 METERS 27710     |
 RT0472|---------------------------------------------------------------------|
 RT0472
 RT0472                          SUPERSEDED SURVEY CONTROL
 RT0472
 RT0472  NAD 83(1986)-  46 48 52.29468(N)    104 41 46.03094(W) AD(       ) 1
 RT0472  NAD 27      -  46 48 52.25900(N)    104 41 44.18000(W) AD(       ) 1
 RT0472
 RT0472.Superseded values are not recommended for survey control.
 RT0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0472.See file dsdata.txt to determine how the superseded data were derived.
 RT0472
 RT0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM2318284598(NAD 83)
 RT0472_MARKER: DS = TRIANGULATION STATION DISK
 RT0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0472
 RT0472  HISTORY     - Date     Condition        Report By
 RT0472  HISTORY     - 1934     MONUMENTED       CGS
 RT0472  HISTORY     - 1966     GOOD             CGS
 RT0472
 RT0472                          STATION DESCRIPTION
 RT0472
 RT0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0472'ON THE HIGH DIVIDE BETWEEN CEDAR AND CABIN CREEKS AND THE HIGHEST
 RT0472'POINT IN THE VICINITY.  STATION IS ABOUT 17 MILES, AIRLINE,
 RT0472'EAST OF THE TOWN OF FALLON AND ABOUT 5 MILES NORTHEAST OF THE
 RT0472'STRUBAL RANCH ON THE ASH CREEK ROAD.
 RT0472'
 RT0472'TO REACH FROM FALLON, GO EAST ON U.S. HIGHWAY 10, 0.3 MILE,
 RT0472'TURN RIGHT ON TO THE BAKER ROAD AND GO SOUTH 2.6 MILES TO THE TOP
 RT0472'OF THE GRADE, BEAR LEFT ON K FORK AND GO 3.8 MILES, TURN LEFT AT
 RT0472'CROSSROADS AND FOLLOW MAIN GRADE NORTH AND EAST FOR 6.0 MILES,
 RT0472'TURN LEFT GO 0.6 MILE, TURN LEFT AND GO EAST AND SOUTH ON MAIN
 RT0472'ROAD 3.3 MILES, GO STRAIGHT AHEAD OFF THE MAIN ROAD 4.2 MILES,
 RT0472'TAKE LEFT FORK 0.1 MILE, TURN RIGHT AND PASS THROUGH A FARM
 RT0472'YARD, GO 1.5 MILES AND PASS THROUGH ANOTHER FARM YARD, GO 0.4
 RT0472'MILE TAKE RIGHT FORK PASSING FARM, GO 0.2 MILE, TAKE LEFT FORK
 RT0472'GO 0.2 MILE, CONTINUE STRAIGHT AHEAD 1.0 MILE AND TURN LEFT ONTO
 RT0472'ROAD WHICH GOES PAST DUGOUTS AND WINDMILL, PASS TO THE RIGHT
 RT0472'OF THE WELL AND GO SOUTHEAST ON THE TRACK ROAD 0.3 MILE,
 RT0472'PASS THROUGH GATE IN THE NORTH-SOUTH FENCE AND CONTINUE ON
 RT0472'THE TRACKS 1.0 MILE, CROSS SMALL BRUSHY WASH AT THE WINDMILL
 RT0472'TOWER AND THEN TURN TO THE RIGHT AND GO SOUTHEAST UP THE WASH
 RT0472'ON A TRACK ROAD 0.8 MILE TO THE TOP OF THE DIVIDE.  THE
 RT0472'STATION IS ABOUT 50 FEET TO THE LEFT OF THE ROAD WHERE IT
 RT0472'GOES OVER THE DIVIDE.
 RT0472'
 RT0472'THE AZIMUTH (REFERENCE MARK NO. 3) DESCRIBED AS ABOUT 1/2
 RT0472'MILE NORTHEAST, ON THE TOP OF A BRUSHY HILL WAS NOT RECOVERED.
 RT0472'OBSERVATIONS MADE FROM 4-FOOT TRIPOD.
 RT0472'
 RT0472'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 RT0472'IN SQUARE CONCRETE POSTS.
 RT0472
 RT0472                          STATION RECOVERY (1966)
 RT0472
 RT0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 RT0472'THE STATION MARK, REFERENCE MARK NUMBER 1, AND REFERENCE MARK
 RT0472'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 RT0472'AZIMUTH MARK WAS NOT RECOVERED.  A NEW DESCRIPTION TO REACH THE
 RT0472'STATION FOLLOWS.
 RT0472'
 RT0472'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GLENDIVE, GO
 RT0472'SOUTHWEST 3.55 MILES TO THE END OF THE PAVED ROAD, CONTINUE ON
 RT0472'THE GRAVELED ROAD 0.25 MILES TO A RAILROAD CROSSING, CROSS THE
 RT0472'TRACKS AND CONTINUE ON THE GRAVELED ROAD 2.85 MILES TO A FORK IN
 RT0472'THE ROAD.  TAKE THE LEFT FORK AND GO 8.45 MILES TO ANOTHER
 RT0472'FORK IN THE ROAD.  TAKE THE LEFT FORK AND GO 6.8 MILES SOUTH,
 RT0472'CROSSING TWO CATTLE GUARDS, TO A TRACK ROAD RIGHT WITH WATER
 RT0472'ON BOTH SIDES.  TURN RIGHT AND GO 1.3 MILES TO THE TOP OF A
 RT0472'HILL, AND THE STATION RIGHT.
 RT0472'
 RT0472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17.0 MILES,
 RT0472'AIRLINE, EAST OF THE TOWN FALLON AND ABOUT 5 MILES NORTHEAST
 RT0472'OF THE STRUBAL RANCH ON THE ASH CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1084 ***********************************************************************
 SR1084  DESIGNATION -  CABIN RM A
 SR1084  PID         -  SR1084
 SR1084  STATE/COUNTY-  MT/PHILLIPS
 SR1084  USGS QUAD   -  SHETLAND DIVIDE (1971)
 SR1084
 SR1084                         *CURRENT SURVEY CONTROL
 SR1084  ___________________________________________________________________
 SR1084* NAD 83(1992)-  47 51 50.75148(N)    108 46 09.89950(W)     ADJUSTED  
 SR1084* NAVD 88     -      1138.4    (meters)    3735.     (feet)  VERTCON   
 SR1084  ___________________________________________________________________
 SR1084  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 SR1084  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 SR1084
 SR1084  HORZ ORDER  -  FIRST
 SR1084
 SR1084.The horizontal coordinates were established by classical geodetic methods
 SR1084.and adjusted by the National Geodetic Survey in July 1992..
 SR1084
 SR1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1084
 SR1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1084
 SR1084.The geoid height was determined by GEOID03.
 SR1084
 SR1084;                    North         East     Units Scale Factor Converg.
 SR1084;SPC MT       -   401,847.091   654,635.140   MT  0.99950325   +0 32 03.9
 SR1084;SPC MT       - 1,318,395.97  2,147,753.08   iFT  0.99950325   +0 32 03.9
 SR1084;UTM  12      - 5,303,604.064   666,823.874   MT  0.99994199   +1 39 16.1
 SR1084
 SR1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1084!SPC MT       -   0.99982396  x   0.99950325  =   0.99932730
 SR1084!UTM  12      -   0.99982396  x   0.99994199  =   0.99976597
 SR1084
 SR1084:                Primary Azimuth Mark                     Grid Az
 SR1084:SPC MT       -  CHANCE                                   129 46 33.7
 SR1084:UTM  12      -  CHANCE                                   128 39 21.5
 SR1084
 SR1084|---------------------------------------------------------------------|
 SR1084| PID    Reference Object                     Distance      Geod. Az  |
 SR1084|                                                           dddmmss.s |
 SR1084| SR1072 CHANCE                              APPROX.13.5 KM 1301837.6 |
 SR1084| SR1085 CABIN                                24.947 METERS 20242     |
 SR1084|---------------------------------------------------------------------|
 SR1084
 SR1084                          SUPERSEDED SURVEY CONTROL
 SR1084
 SR1084  NAD 83(1986)-  47 51 50.74760(N)    108 46 09.88178(W) AD(       ) 1
 SR1084  NAD 27      -  47 51 50.78067(N)    108 46 07.30760(W) AD(       ) 1
 SR1084  NGVD 29 (07/19/86) 1137.6    (m)         3732.     (f) VERT ANG       
 SR1084
 SR1084.Superseded values are not recommended for survey control.
 SR1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1084.See file dsdata.txt to determine how the superseded data were derived.
 SR1084
 SR1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU6682403604(NAD 83)
 SR1084_MARKER: DS = TRIANGULATION STATION DISK
 SR1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1084+STABILITY: SURFACE MOTION
 SR1084
 SR1084  HISTORY     - Date     Condition        Report By
 SR1084  HISTORY     - 1967     MONUMENTED       CGS
 SR1084
 SR1084                          STATION DESCRIPTION
 SR1084
 SR1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SR1084'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LAST CHANCE,
 SR1084'9 MILES SOUTH-SOUTHWEST OF HAYS, 7-1/2 MILES WEST-SOUTHWEST OF
 SR1084'LANDUSKY, ON THE HIGHEST POINT OF A HIGH RIDGE AND ON THE
 SR1084'PROPERTY OWNED BY MR. HARRY LA BORN.
 SR1084'
 SR1084'THE STATION MARK IS A STANDARD DISK STAMPED CABIN RM A 1967, SET
 SR1084'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SR1084'2-INCHES.  IT IS 94 FEET NORTHEAST OF A METAL WITNESS POST WITH
 SR1084'SIGN ATTACHED, 77 FEET EAST-SOUTHEAST OF A FENCE AND 32 FEET
 SR1084'NORTHWEST OF A 6-INCH PINE TREE WITH TRIANGULAR BLAZE.
 SR1084'
 SR1084'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CABIN
 SR1084'1967 NOTE DISTANCE AND DIRECTION BELOW.
 SR1084'
 SR1084'FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION FOR CABIN
 SR1084'1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0899 ***********************************************************************
 RY0899  DESIGNATION -  CACHE
 RY0899  PID         -  RY0899
 RY0899  STATE/COUNTY-  MT/MINERAL
 RY0899  USGS QUAD   -  GRANITE PASS (1994)
 RY0899
 RY0899                         *CURRENT SURVEY CONTROL
 RY0899  ___________________________________________________________________
 RY0899* NAD 83(1992)-  46 44 48.80628(N)    114 44 06.85255(W)     ADJUSTED  
 RY0899* NAVD 88     -      2143.4    (meters)    7032.     (feet)  VERTCON   
 RY0899  ___________________________________________________________________
 RY0899  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 RY0899  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 RY0899
 RY0899  HORZ ORDER  -  THIRD
 RY0899
 RY0899.The horizontal coordinates were established by classical geodetic methods
 RY0899.and adjusted by the National Geodetic Survey in July 1992..
 RY0899
 RY0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0899
 RY0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0899
 RY0899.The geoid height was determined by GEOID03.
 RY0899
 RY0899;                    North         East     Units Scale Factor Converg.
 RY0899;SPC MT       -   290,813.097   200,488.718   MT  0.99940334   -3 49 46.6
 RY0899;SPC MT       -   954,111.21    657,771.38   iFT  0.99940334   -3 49 46.6
 RY0899;SPC ID W     -   564,958.210   877,537.132   MT  1.00000720   +0 44 20.8
 RY0899;UTM  11      - 5,179,528.349   672,988.657   MT  0.99996783   +1 38 59.7
 RY0899
 RY0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0899!SPC MT       -   0.99966645  x   0.99940334  =   0.99906999
 RY0899!SPC ID W     -   0.99966645  x   1.00000720  =   0.99967365
 RY0899!UTM  11      -   0.99966645  x   0.99996783  =   0.99963429
 RY0899
 RY0899:                Primary Azimuth Mark                     Grid Az
 RY0899:SPC MT       -  BOUNDARY MP 225.065 M ID MT              207 05 24.4
 RY0899:SPC ID W     -  BOUNDARY MP 225.065 M ID MT              202 31 17.0
 RY0899:UTM  11      -  BOUNDARY MP 225.065 M ID MT              201 36 38.1
 RY0899
 RY0899|---------------------------------------------------------------------|
 RY0899| PID    Reference Object                     Distance      Geod. Az  |
 RY0899|                                                           dddmmss.s |
 RY0899| RY0901 BOUNDARY MP 225.065 M ID MT         APPROX. 6.1 KM 2031537.8 |
 RY0899|---------------------------------------------------------------------|
 RY0899
 RY0899                          SUPERSEDED SURVEY CONTROL
 RY0899
 RY0899  NAD 83(1986)-  46 44 48.81145(N)    114 44 06.85955(W) AD(       ) 3
 RY0899  NAD 27      -  46 44 49.10714(N)    114 44 03.43788(W) AD(       ) 3
 RY0899  NGVD 29 (07/19/86) 2142.1    (m)         7028.     (f) VERT ANG       
 RY0899
 RY0899.Superseded values are not recommended for survey control.
 RY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0899.See file dsdata.txt to determine how the superseded data were derived.
 RY0899
 RY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM7298979528(NAD 83)
 RY0899_MARKER: DD = SURVEY DISK
 RY0899_SETTING: 66 = SET IN ROCK OUTCROP
 RY0899_SP_SET: SET IN ROCK OUTCROP
 RY0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0899+STABILITY: POSITION/ELEVATION WELL
 RY0899
 RY0899  HISTORY     - Date     Condition        Report By
 RY0899  HISTORY     - 1956     MONUMENTED       USGS
 RY0899
 RY0899                          STATION DESCRIPTION
 RY0899
 RY0899'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 RY0899'LOCATED ABOUT 16.5 MI. NNW. OF POWELL RANGER STATION, 31.5 MI. W.
 RY0899'OF LOLO, MONTANA, AND ON A CLEAR ROCKY RIDGE, 31 FT. N. AND 6 FT.
 RY0899'LOWER THAN CENTER OF LARGE BOULDER WHICH IS THE HIGHEST POINT.
 RY0899'
 RY0899'REACHED BY HELICOPTER.
 RY0899'
 RY0899'STATION MARK--A STANDARD TABLET STAMPED---CACHE 1956--- SET IN A
 RY0899'SOLID ROCK OUTCROPPING.
 RY0899'
 RY0899'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0518 ***********************************************************************
 QY0518  DESIGNATION -  CACTUS
 QY0518  PID         -  QY0518
 QY0518  STATE/COUNTY-  MT/BEAVERHEAD
 QY0518  USGS QUAD   -  GLEN (1988)
 QY0518
 QY0518                         *CURRENT SURVEY CONTROL
 QY0518  ___________________________________________________________________
 QY0518* NAD 83(1992)-  45 27 12.54923(N)    112 39 26.17397(W)     ADJUSTED  
 QY0518* NAVD 88     -      1540.88   (+/-2cm)    5055.4    (feet)  VERTCON   
 QY0518  ___________________________________________________________________
 QY0518  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 QY0518  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 QY0518
 QY0518  HORZ ORDER  -  SECOND
 QY0518  VERT ORDER  -  THIRD ? (See Below)
 QY0518
 QY0518.The horizontal coordinates were established by classical geodetic methods
 QY0518.and adjusted by the National Geodetic Survey in July 1992..
 QY0518
 QY0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0518.The vertical order pertains to the NGVD 29 superseded value.
 QY0518
 QY0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0518
 QY0518.The geoid height was determined by GEOID03.
 QY0518
 QY0518;                    North         East     Units Scale Factor Converg.
 QY0518;SPC MT       -   138,732.443   353,157.353   MT  0.99975807   -2 18 34.4
 QY0518;SPC MT       -   455,158.93  1,158,652.73   iFT  0.99975807   -2 18 34.4
 QY0518;UTM  12      - 5,034,664.759   370,416.446   MT  0.99980646   -1 10 52.6
 QY0518
 QY0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0518!SPC MT       -   0.99976032  x   0.99975807  =   0.99951845
 QY0518!UTM  12      -   0.99976032  x   0.99980646  =   0.99956683
 QY0518
 QY0518|---------------------------------------------------------------------|
 QY0518| PID    Reference Object                     Distance      Geod. Az  |
 QY0518|                                                           dddmmss.s |
 QY0518| CN4069 CACTUS RM 1                          11.043 METERS 05002     |
 QY0518| CN4068 CACTUS AZ MK                                       1221653.8 |
 QY0518| CN4070 CACTUS RM 2                          10.994 METERS 32124     |
 QY0518|---------------------------------------------------------------------|
 QY0518
 QY0518                          SUPERSEDED SURVEY CONTROL
 QY0518
 QY0518  NAD 83(1986)-  45 27 12.55068(N)    112 39 26.17190(W) AD(       ) 2
 QY0518  NAD 27      -  45 27 12.81000(N)    112 39 23.09400(W) AD(       ) 2
 QY0518  NGVD 29 (07/19/86) 1539.71   (m)         5051.5    (f) LEVELING    3  
 QY0518
 QY0518.Superseded values are not recommended for survey control.
 QY0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0518.See file dsdata.txt to determine how the superseded data were derived.
 QY0518
 QY0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7041634665(NAD 83)
 QY0518_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QY0518
 QY0518  HISTORY     - Date     Condition        Report By
 QY0518  HISTORY     - 1956     MONUMENTED       CGS
 QY0518
 QY0518                          STATION DESCRIPTION
 QY0518
 QY0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0518'THE STATION IS ABOUT 15 MILES NORTH OF DILLON, 300 FEET SOUTH
 QY0518'OF U.S. HIGHWAY 91, AND 4 FEET NORTHEAST OF A 4 IN X 4 IN
 QY0518'WHITE WITNESS POST.  IT IS NEAR THE NORTH END OF A BARE,
 QY0518'GRASSY RIDGE THAT LOOKS DOWN ON THE BIG HOLE RIVER TO THE
 QY0518'NORTH.
 QY0518'
 QY0518'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 41 AND U.S.
 QY0518'HIGHWAY 91 AT THE NORTH EDGE OF DILLON, GO NORTHERLY ON HIGHWAY
 QY0518'91 FOR 15.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 QY0518'DESCRIBED, CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO A GATE
 QY0518'ON THE LEFT, TURN LEFT (PASSING THROUGH THE GATE), AND GO
 QY0518'WEST ALONG THE FENCE FOR 0.15 MILE TO THE TOP OF THE RIDGE,
 QY0518'TURN RIGHT AND FOLLOW THE TOP OF THE RIDGE FOR 0.15 MILE
 QY0518'TO THE STATION.
 QY0518'
 QY0518'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QY0518'CACTUS 1956.
 QY0518'
 QY0518'REFERENCE MARK 1 PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QY0518'CACTUS NO 1 1956.
 QY0518'
 QY0518'REFERENCE MARK 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QY0518'CACTUS NO 2 1956.
 QY0518'
 QY0518'THE AZIMUTH MARK IS 56 FEET NORTHEAST OF THE CENTER OF THE
 QY0518'HIGHWAY, 4 FEET NORTHWEST OF A FENCE AND 3 FEET NORTHWEST
 QY0518'OF A 4 IN X 4 IN WHITE WITNESS POST.  THE MARK PROJECTS 4
 QY0518'INCHES, AND THE DISK IS STAMPED CACTUS 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0803 ***********************************************************************
 TM0803  DESIGNATION -  CACTUS
 TM0803  PID         -  TM0803
 TM0803  STATE/COUNTY-  MT/PONDERA
 TM0803  USGS QUAD   -  CACTUS FLAT (1985)
 TM0803
 TM0803                         *CURRENT SURVEY CONTROL
 TM0803  ___________________________________________________________________
 TM0803* NAD 83(1992)-  48 24 39.05131(N)    112 03 19.62770(W)     ADJUSTED  
 TM0803* NAVD 88     -      1089.5    (meters)    3574.     (feet)  VERTCON   
 TM0803  ___________________________________________________________________
 TM0803  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 TM0803  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 TM0803
 TM0803  HORZ ORDER  -  FIRST
 TM0803
 TM0803.The horizontal coordinates were established by classical geodetic methods
 TM0803.and adjusted by the National Geodetic Survey in July 1992..
 TM0803
 TM0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0803
 TM0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0803
 TM0803.The geoid height was determined by GEOID03.
 TM0803
 TM0803;                    North         East     Units Scale Factor Converg.
 TM0803;SPC MT       -   465,447.015   410,909.363   MT  0.99969203   -1 52 09.6
 TM0803;SPC MT       - 1,527,057.14  1,348,127.83   iFT  0.99969203   -1 52 09.6
 TM0803;UTM  12      - 5,362,503.941   421,895.691   MT  0.99967495   -0 47 22.0
 TM0803
 TM0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0803!SPC MT       -   0.99983158  x   0.99969203  =   0.99952366
 TM0803!UTM  12      -   0.99983158  x   0.99967495  =   0.99950659
 TM0803
 TM0803:                Primary Azimuth Mark                     Grid Az
 TM0803:SPC MT       -  CACTUS AZ MK                             002 00 13.1
 TM0803:UTM  12      -  CACTUS AZ MK                             000 55 25.5
 TM0803
 TM0803|---------------------------------------------------------------------|
 TM0803| PID    Reference Object                     Distance      Geod. Az  |
 TM0803|                                                           dddmmss.s |
 TM0803| CN4071 CACTUS AZ MK                                       0000803.5 |
 TM0803| CN4072 CACTUS RM 1                          19.919 METERS 00032     |
 TM0803| TL0582 SHELBY RADIO STA KSEN N MAST        APPROX.14.9 KM 0580500.4 |
 TM0803| TL0583 SHELBY RADIO STA KSEN S MAST        APPROX.14.8 KM 0581904.8 |
 TM0803| CN4073 CACTUS RM 2                          18.360 METERS 18035     |
 TM0803| TM0799 MOUNTAIN STS TT CO MICROWAVE        APPROX.46.3 KM 3361102.9 |
 TM0803|---------------------------------------------------------------------|
 TM0803
 TM0803                          SUPERSEDED SURVEY CONTROL
 TM0803
 TM0803  NAD 83(1986)-  48 24 39.05442(N)    112 03 19.61954(W) AD(       ) 1
 TM0803  NAD 27      -  48 24 39.12312(N)    112 03 16.50979(W) AD(       ) 1
 TM0803  NGVD 29 (07/19/86) 1088.5    (m)         3571.     (f) VERT ANG       
 TM0803
 TM0803.Superseded values are not recommended for survey control.
 TM0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0803.See file dsdata.txt to determine how the superseded data were derived.
 TM0803
 TM0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU2189662504(NAD 83)
 TM0803_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0803
 TM0803  HISTORY     - Date     Condition        Report By
 TM0803  HISTORY     - 1964     MONUMENTED       CGS
 TM0803
 TM0803                          STATION DESCRIPTION
 TM0803
 TM0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0803'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF CUT BANK,
 TM0803'11-1/2 MILES NORTHEAST OF VALIER, 11-1/2 MILES SOUTHWEST OF
 TM0803'SHELBY AND ON WHAT IS LOCALLY KNOWN AS CACTUS FLATS.
 TM0803'
 TM0803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 TM0803'91 AT THE WEST EDGE OF SHELBY, GO SOUTH ON U.S. 91 FOR 6.5
 TM0803'MILES TO A BRIDGE OVER THE MARIAS RIVER.  CONTINUE SOUTH ON THE
 TM0803'HIGHWAY FOR 5.35 MILES TO A CROSSROAD AT A SIGN BULLHEAD ROAD,
 TM0803'LONE TREE SCHOOL 6 MI.  TURN RIGHT AND GO WEST FOR 3.8 MILES
 TM0803'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WEST FOR 1.75 MILES
 TM0803'TO A SIDE ROAD ON THE RIGHT AT LONE TREE SCHOOL.  TURN RIGHT
 TM0803'AND GO NORTH FOR 2.1 MILES TO THE STATION ON THE LEFT.  TO
 TM0803'REACH THE AZIMUTH MARK CONTINUE NORTH FOR 0.8 MILE TO THE MARK
 TM0803'ON THE LEFT.
 TM0803'
 TM0803'THE STATION MARK IS A STANDARD DISK, STAMPED CACTUS 1964, SET
 TM0803'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TM0803'THAT PROJECTS 4 INCHES.  IT IS 26 FEET WEST OF THE CENTER OF
 TM0803'THE ROAD, 5.4 FEET WEST OF A METAL WITNESS POST AND 3.3 FEET
 TM0803'EAST OF A NORTH-SOUTH FENCE.
 TM0803'
 TM0803'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CACTUS NO 1 1964,
 TM0803'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TM0803'DIAMETER, THAT PROJECTS 6 INCHES.  IT IS 27 FEET WEST OF THE
 TM0803'CENTER OF THE ROAD, 2.8 FEET EAST OF THE NORTH-SOUTH FENCE
 TM0803'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0803'
 TM0803'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CACTUS NO 2 1964,
 TM0803'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TM0803'DIAMETER, THAT PROJECTS 4 INCHES.  IT IS 26 FEET WEST OF THE
 TM0803'CENTER OF THE ROAD, 2.6 FEET EAST OF THE NORTH-SOUTH FENCE AND
 TM0803'ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0803'
 TM0803'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CACTUS 1964, SET
 TM0803'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TM0803'THAT PROJECTS 2 INCHES.  IT IS 31 FEET WEST OF THE CENTER OF
 TM0803'THE ROAD, 2.8 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT
 TM0803'EAST OF THE NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0442 ***********************************************************************
 TK0442  DESIGNATION -  CACTUS ET
 TK0442  PID         -  TK0442
 TK0442  STATE/COUNTY-  MT/BLAINE
 TK0442  USGS QUAD   -  FORT BELKNAP SIDING (1964)
 TK0442
 TK0442                         *CURRENT SURVEY CONTROL
 TK0442  ___________________________________________________________________
 TK0442* NAD 83(1992)-  48 31 31.00992(N)    108 57 16.32749(W)     ADJUSTED  
 TK0442* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 TK0442  ___________________________________________________________________
 TK0442  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 TK0442  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 TK0442
 TK0442  HORZ ORDER  -  THIRD
 TK0442
 TK0442.The horizontal coordinates were established by classical geodetic methods
 TK0442.and adjusted by the National Geodetic Survey in July 1992..
 TK0442
 TK0442.The orthometric height was scaled from a topographic map.
 TK0442
 TK0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0442
 TK0442.The geoid height was determined by GEOID03.
 TK0442
 TK0442;                    North         East     Units Scale Factor Converg.
 TK0442;SPC MT       -   475,223.655   640,279.887   MT  0.99974332   +0 23 56.4
 TK0442;SPC MT       - 1,559,132.73  2,100,655.80   iFT  0.99974332   +0 23 56.4
 TK0442;UTM  12      - 5,376,705.861   651,023.201   MT  0.99988023   +1 31 58.3
 TK0442
 TK0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0442!SPC MT       -   0.99988522  x   0.99974332  =   0.99962857
 TK0442!UTM  12      -   0.99988522  x   0.99988023  =   0.99976546
 TK0442
 TK0442:                Primary Azimuth Mark                     Grid Az
 TK0442:SPC MT       -  STORMY ET                                322 23 35.9
 TK0442:UTM  12      -  STORMY ET                                321 15 34.0
 TK0442
 TK0442|---------------------------------------------------------------------|
 TK0442| PID    Reference Object                     Distance      Geod. Az  |
 TK0442|                                                           dddmmss.s |
 TK0442| TK0451 STORMY ET                           APPROX.11.1 KM 3224732.3 |
 TK0442|---------------------------------------------------------------------|
 TK0442
 TK0442                          SUPERSEDED SURVEY CONTROL
 TK0442
 TK0442  NAD 83(1986)-  48 31 31.01597(N)    108 57 16.31174(W) AD(       ) 3
 TK0442  NAD 27      -  48 31 31.01828(N)    108 57 13.74675(W) AD(       ) 3
 TK0442
 TK0442.Superseded values are not recommended for survey control.
 TK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0442.See file dsdata.txt to determine how the superseded data were derived.
 TK0442
 TK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU5102376706(NAD 83)
 TK0442_MARKER: DD = SURVEY DISK
 TK0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0442+STABILITY: SURFACE MOTION
 TK0442
 TK0442  HISTORY     - Date     Condition        Report By
 TK0442  HISTORY     - 1964     MONUMENTED       USGS
 TK0442
 TK0442                          STATION DESCRIPTION
 TK0442
 TK0442'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0442'STATION LOCATED ABOUT 13 MI. E. AND 5 MI. S. OF CHINOOK, BLAINE COUNTY
 TK0442'MONTANA, ON A SMALL GRASSY TOP NEAR THE SW. CORNER OF SEC.13, T.32 N.,
 TK0442'R.21 E., PRINCIPAL MERIDIAN.
 TK0442'
 TK0442'TO REACH FROM THE GREAT NORTHERN RAILWAY STATION IN CHINOOK, FOLLOW
 TK0442'U.S. HIGHWAY 2, E. 13.3 MI. TO A GRADED RD. LEADING S.  TURN RIGHT S.
 TK0442'AND GO 1.40 MI. TO A BRIDGE OVER THE MILK RIVER, CROSS OVER RIVER AND
 TK0442'TAKE T-RD.S.E.,S.,AND E.,2.25 MI.TO A T-RD.S.,GO S.,1.0 MI.THENCE W.
 TK0442'0.7 MI. LEAVE GRADED RD. AND TAKE TRACK RD. W. ALONG FENCE 0.95 MI.
 TK0442'TO FENCE CORNER. STATION IS 220.7 FT. N. AND 134.6 FT. E.FROM THIS
 TK0442'CORNER.
 TK0442'
 TK0442'STATION MARK - STANDARD TABLET STAMPED --- CACTUS ET 1964 --- SET IN
 TK0442'AN 8 IN. ROUND CONCRETE POST PROJECTING 0.4 FT.
 TK0442'
 TK0442'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0536 ***********************************************************************
 SQ0536  DESIGNATION -  CAIRN
 SQ0536  PID         -  SQ0536
 SQ0536  STATE/COUNTY-  MT/GARFIELD
 SQ0536  USGS QUAD   -  TWIN BUTTES (1965)
 SQ0536
 SQ0536                         *CURRENT SURVEY CONTROL
 SQ0536  ___________________________________________________________________
 SQ0536* NAD 83(1992)-  47 12 51.66672(N)    107 27 50.51659(W)     ADJUSTED  
 SQ0536* NAVD 88     -      1030.1    (meters)    3380.     (feet)  VERTCON   
 SQ0536  ___________________________________________________________________
 SQ0536  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 SQ0536  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 SQ0536
 SQ0536  HORZ ORDER  -  FIRST
 SQ0536
 SQ0536.The horizontal coordinates were established by classical geodetic methods
 SQ0536.and adjusted by the National Geodetic Survey in July 1992..
 SQ0536
 SQ0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0536
 SQ0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0536
 SQ0536.The geoid height was determined by GEOID03.
 SQ0536
 SQ0536;                    North         East     Units Scale Factor Converg.
 SQ0536;SPC MT       -   331,396.244   754,117.094   MT  0.99939882   +1 29 21.5
 SQ0536;SPC MT       - 1,087,258.02  2,474,137.45   iFT  0.99939882   +1 29 21.5
 SQ0536;UTM  13      - 5,231,929.888   313,425.410   MT  1.00002783   -1 48 31.9
 SQ0536
 SQ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0536!SPC MT       -   0.99984086  x   0.99939882  =   0.99923978
 SQ0536!UTM  13      -   0.99984086  x   1.00002783  =   0.99986869
 SQ0536
 SQ0536|---------------------------------------------------------------------|
 SQ0536| PID    Reference Object                     Distance      Geod. Az  |
 SQ0536|                                                           dddmmss.s |
 SQ0536| SQ0537 CAIRN NEAR STATION CAIRN 1934         9.360 METERS 10724     |
 SQ0536| CQ5228 CAIRN RM 1                            7.590 METERS 13854     |
 SQ0536| SQ0535 SANDY                               APPROX.10.1 KM 1752921.5 |
 SQ0536| CQ5227 CAIRN AZ MK                                        1753801.1 |
 SQ0536| CQ5229 CAIRN RM 2                            8.455 METERS 25700     |
 SQ0536| SQ0549 CAIRN ON CONE PEAK W STA CAIRN      APPROX.15.5 KM 2612707.6 |
 SQ0536|---------------------------------------------------------------------|
 SQ0536
 SQ0536                          SUPERSEDED SURVEY CONTROL
 SQ0536
 SQ0536  NAD 83(1986)-  47 12 51.66534(N)    107 27 50.49825(W) AD(       ) 1
 SQ0536  NAD 27      -  47 12 51.66600(N)    107 27 48.16200(W) AD(       ) 1
 SQ0536  NGVD 29 (07/19/86) 1029.4    (m)         3377.     (f) VERT ANG       
 SQ0536
 SQ0536.Superseded values are not recommended for survey control.
 SQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0536.See file dsdata.txt to determine how the superseded data were derived.
 SQ0536
 SQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN1342531930(NAD 83)
 SQ0536_MARKER: DS = TRIANGULATION STATION DISK
 SQ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SQ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0536+STABILITY: SURFACE MOTION
 SQ0536
 SQ0536  HISTORY     - Date     Condition        Report By
 SQ0536  HISTORY     - 1934     MONUMENTED       CGS
 SQ0536  HISTORY     - 1965     GOOD             USGS
 SQ0536  HISTORY     - 1967     GOOD             USGS
 SQ0536
 SQ0536                          STATION DESCRIPTION
 SQ0536
 SQ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0536'LOCALITY--SEC. 26, T. 17 N., R. 33 E.  THE STATION IS ABOUT 8
 SQ0536'MILES NORTH OF SAND SPRINGS AND 8 MILES NORTHWEST OF EDWARDS
 SQ0536'POST OFFICE ON A HOGBACK-SHAPED RIDGE ABOUT 75 YARDS LONG AND
 SQ0536'ABOUT 75 FEET IN HEIGHT.  THE HILL IS COVERED WITH SHALE ROCK
 SQ0536'AND HAS A LARGE 7-FOOT ROCK CAIRN ON THE HIGHEST POINT OF THE
 SQ0536'RIDGE WHICH IS VISIBLE FROM A CONSIDERABLE DISTANCE AWAY AND
 SQ0536'IS 30.7 FEET EAST-NORTHEAST OF THE STATION.  THERE IS AN
 SQ0536'EAST-WEST FENCE LINE 50 YARDS NORTH OF THE STATION AND ANOTHER
 SQ0536'FENCE LINE RUNNING NORTH AND SOUTH 50 YARDS WEST OF THE
 SQ0536'STATION.  SURFACE MARK DESCRIBED IN CONCRETE.
 SQ0536'
 SQ0536'REFERENCE MARK NO. 1, IS EAST OF THE STATION.
 SQ0536'
 SQ0536'REFERENCE MARK NO. 2, IS WEST-SOUTHWEST OF THE STATION.
 SQ0536'
 SQ0536'THE AZIMUTH MARK, IS SOUTH-SOUTHEAST OF THE STATION
 SQ0536'ABOUT 20 FEET WEST OF THE DIRT ROAD LEADING UP THE VALLEY TOWARD
 SQ0536'THE STATION.
 SQ0536'
 SQ0536'THE CAIRN ON THE DOME-SHAPED BUTTE IS SOUTHWEST OF THE STATION
 SQ0536'AND MAY BE USED AS A NATURAL AZIMUTH AS MAY ALSO THE CAIRN ON THE
 SQ0536'CONE-SHAPED PEAK TO THE WEST OF THE STATION AND THE PROMINENT PEAK
 SQ0536'TO THE NORTHEAST OF THE STATION.  THIS LAST PEAK IS IN THE
 SQ0536'VICINITY OF AND TO THE NORTHWEST OF JORDAN.
 SQ0536'
 SQ0536'THE STATION MAY BE REACHED FROM SAND SPRINGS POST OFFICE BY
 SQ0536'GOING NORTH 0.2 MILE TO THE MAIN GRADED HIGHWAY.  TURN RIGHT AND
 SQ0536'FOLLOW THE MAIN HIGHWAY EAST 2.8 MILES.  HERE TURN LEFT (NORTH)
 SQ0536'AND FOLLOW DIRT ROAD 0.25 MILE TO WHERE IT CROSSES GRADED DIRT
 SQ0536'ROAD.  CONTINUE NORTH ON PLAIN DIRT ROAD 2.5 MILES TO A GATE,
 SQ0536'PASS THROUGH GATE AND CONTINUE 0.2 MILE.  TAKE RIGHT FORK AND
 SQ0536'FOLLOW 0.4 MILE TO ANOTHER FORKS.  TAKE THE LEFT FORK 0.2 MILE
 SQ0536'TO A GATE, PASS THROUGH GATE AND CONTINUE 0.3 MILE TO A FORKS.
 SQ0536'TAKE RIGHT FORK AND GO 0.6 MILE TO CROSSROADS, CONTINUE STRAIGHT
 SQ0536'AHEAD 0.4 MILE TO CROSSROADS, THEN STRAIGHT AHEAD ON LEFT FORK
 SQ0536'AND GO NORTHEAST 0.6 MILE.  TAKE LEFT FORK AND GO NORTH ALONG
 SQ0536'FENCE 0.4 MILE, TURN LEFT THROUGH GATE AND GO WEST 0.4 MILE TO
 SQ0536'FORKS, TAKE THE RIGHT FORK AND GO NORTHWEST 1.2 MILES TO A
 SQ0536'GATE.  CONTINUE 0.8 MILE TO GATE, TURN RIGHT THROUGH GATE
 SQ0536'AND GO NORTH 1.2 MILES TO THE FOOT OF STATION HILL ON THE
 SQ0536'NORTHEAST SIDE.  TRUCK CAN BE DRIVEN TO TOP OF HILL BY
 SQ0536'COMING UP FROM THE NORTHERN SIDE WHERE THERE IS A SADDLE.
 SQ0536'
 SQ0536'A 4-FOOT STAND WILL CLEAR ALL LINES.
 SQ0536
 SQ0536                          STATION RECOVERY (1965)
 SQ0536
 SQ0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0536'DESCRIPTION AND POSITION LISTED IN NGS QUAD 47107-2, STATION 1001.
 SQ0536'
 SQ0536'RECOVERED BY USGS IN 1965 AND REDESCRIBED AS FOLLOWS
 SQ0536'
 SQ0536'TO REACH FROM JORDAN, GO W. ON STATE HIGHWAY 22 FOR 29.5 MI. TO T-RD.
 SQ0536'N. AT EDWARDS.  TURN RIGHT (N.) ON BLADED RD. FOR 2.9 MI. TO T-RD. W.
 SQ0536'TURN LEFT (WESTERLY) 3.4 MI. ON BLADED RD. TO T-RD. N. AT CATTLEGUARD.
 SQ0536'CONTINUE STRAIGHT AHEAD 1.5 MI. TO POINT JUST W. OF ABANDONED SCHOOL
 SQ0536'AND CONTINUE WESTERLY, LEAVING BLADED RD.  FOLLOW FARM DRIVE AND FIELD
 SQ0536'RD. WESTERLY 2.7 MI. TO AZIMUTH MARK ON LEFT.  CONTINUE ON TRACK RD.
 SQ0536'N. TO BUTTE ON LEFT MARKED BY A LARGE CYLINDRICAL ROCK CAIRN AND
 SQ0536'STATION.
 SQ0536'
 SQ0536'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST PROJECTING
 SQ0536'0.8 FT., STAMPED---CAIRN 1934---.
 SQ0536
 SQ0536                          STATION RECOVERY (1967)
 SQ0536
 SQ0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (LJM)
 SQ0536'FOUND AS DESCRIBED.
 SQ0536'
 SQ0536'STATION MARK--A STANDARD TRIANGULATION MARK DISC SET IN THE TOP
 SQ0536'OF A 12-IN. CONCRETE POST PROJECTING ABOVE THE GROUND ABOUT
 SQ0536'5 IN. AND STAMPED CAIRN 1934.
 SQ0536'
 SQ0536'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK DISC CEMENTED IN
 SQ0536'THE TOP OF A ROCK AND STAMPED CAIRN NO. 1 1934.
 SQ0536'
 SQ0536'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK DISC CEMENTED IN
 SQ0536'THE TOP OF A LARGE ROCK AND STAMPED CAIRN NO. 2 1934.
 SQ0536'
 SQ0536'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2--45.15 FEET
 SQ0536'(13.760 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0971 ***********************************************************************
 TM0971  DESIGNATION -  CAIRN
 TM0971  PID         -  TM0971
 TM0971  STATE/COUNTY-  MT/TOOLE
 TM0971  USGS QUAD   -  FITZPATRICK LAKE (1968)
 TM0971
 TM0971                         *CURRENT SURVEY CONTROL
 TM0971  ___________________________________________________________________
 TM0971* NAD 83(1992)-  48 58 11.83675(N)    112 09 55.67669(W)     ADJUSTED  
 TM0971* NAVD 88     -      1203.     (meters)    3947.     (feet)  SCALED    
 TM0971  ___________________________________________________________________
 TM0971  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 TM0971  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 TM0971
 TM0971  HORZ ORDER  -  THIRD
 TM0971
 TM0971.The horizontal coordinates were established by classical geodetic methods
 TM0971.and adjusted by the National Geodetic Survey in July 1992..
 TM0971
 TM0971.The orthometric height was scaled from a topographic map.
 TM0971
 TM0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0971
 TM0971.The geoid height was determined by GEOID03.
 TM0971
 TM0971;                    North         East     Units Scale Factor Converg.
 TM0971;SPC MT       -   527,846.468   404,887.050   MT  0.99998165   -1 56 59.3
 TM0971;SPC MT       - 1,731,779.75  1,328,369.59   iFT  0.99998165   -1 56 59.3
 TM0971;UTM  12      - 5,424,770.251   414,704.436   MT  0.99968938   -0 52 45.3
 TM0971
 TM0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0971!SPC MT       -   0.99981384  x   0.99998165  =   0.99979549
 TM0971!UTM  12      -   0.99981384  x   0.99968938  =   0.99950328
 TM0971
 TM0971:                Primary Azimuth Mark                     Grid Az
 TM0971:SPC MT       -  MILLER                                   032 41 47.7
 TM0971:UTM  12      -  MILLER                                   031 37 33.7
 TM0971
 TM0971|---------------------------------------------------------------------|
 TM0971| PID    Reference Object                     Distance      Geod. Az  |
 TM0971|                                                           dddmmss.s |
 TM0971| TM0983 MILLER                              APPROX. 2.3 KM 0304448.4 |
 TM0971|---------------------------------------------------------------------|
 TM0971
 TM0971                          SUPERSEDED SURVEY CONTROL
 TM0971
 TM0971  NAD 83(1986)-  48 58 11.83881(N)    112 09 55.67715(W) AD(       ) 3
 TM0971
 TM0971.Superseded values are not recommended for survey control.
 TM0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0971.See file dsdata.txt to determine how the superseded data were derived.
 TM0971
 TM0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV1470424770(NAD 83)
 TM0971_MARKER: H = DRILL HOLE
 TM0971_SETTING: 80 = SET IN A BOULDER
 TM0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0971+STABILITY: SURFACE MOTION
 TM0971
 TM0971  HISTORY     - Date     Condition        Report By
 TM0971  HISTORY     - 1910     MONUMENTED       IBC
 TM0971
 TM0971                          STATION DESCRIPTION
 TM0971
 TM0971'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TM0971'ABOUT 2 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 327, IN NW 1/4
 TM0971'SECTION 17, TOWNSHIP 37 N, RANGE 4 W, PRINCIPAL MERIDIAN.  THE STATION
 TM0971'IS ON THE HIGHEST POINT OF A LOW FLAT - TOPPED RIDGE LYING
 TM0971'APPROXIMATELY NORTH AND SOUTH.
 TM0971'
 TM0971'STATION MARK--A DRILL HOLE AND TRIANGLE CUT IN A GRANITE BOULDER
 TM0971'NEARLY FLUSH WITH THE GROUND, REFERENCED BY THREE GRANITE BOULDERS,
 TM0971'EACH WITH AN ARROW POINTING TOWARD THE STATION.  THE FIRST IS 49.5
 TM0971'METERS FROM THE STATION IN BEARING 147 DEGREES 34 MINUTES.  THE
 TM0971'SECOND IS 10.8 METERS FROM THE STATION IN BEARING 254 DEGREES 20
 TM0971'MINUTES.  THE THIRD IS 10.5 METERS FROM THE STATION IN BEARING
 TM0971'306 DEGREES 29 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0537 ***********************************************************************
 SQ0537  DESIGNATION -  CAIRN NEAR STATION CAIRN 1934
 SQ0537  PID         -  SQ0537
 SQ0537  STATE/COUNTY-  MT/GARFIELD
 SQ0537  USGS QUAD   -  TWIN BUTTES (1965)
 SQ0537
 SQ0537                         *CURRENT SURVEY CONTROL
 SQ0537  ___________________________________________________________________
 SQ0537* NAD 83(1992)-  47 12 51.57605(N)    107 27 50.09214(W)     ADJUSTED  
 SQ0537* NAVD 88     -      1030.     (meters)    3379.     (feet)  SCALED    
 SQ0537  ___________________________________________________________________
 SQ0537  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 SQ0537  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 SQ0537
 SQ0537  HORZ ORDER  -  THIRD
 SQ0537
 SQ0537.The horizontal coordinates were established by classical geodetic methods
 SQ0537.and adjusted by the National Geodetic Survey in July 1992..
 SQ0537.No horizontal observational check was made to the station.
 SQ0537
 SQ0537.The orthometric height was scaled from a topographic map.
 SQ0537
 SQ0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0537
 SQ0537.The geoid height was determined by GEOID03.
 SQ0537
 SQ0537;                    North         East     Units Scale Factor Converg.
 SQ0537;SPC MT       -   331,393.679   754,126.090   MT  0.99939882   +1 29 21.9
 SQ0537;SPC MT       - 1,087,249.60  2,474,166.96   iFT  0.99939882   +1 29 21.9
 SQ0537;UTM  13      - 5,231,926.808   313,434.248   MT  1.00002779   -1 48 31.6
 SQ0537
 SQ0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0537!SPC MT       -   0.99984092  x   0.99939882  =   0.99923984
 SQ0537!UTM  13      -   0.99984092  x   1.00002779  =   0.99986871
 SQ0537
 SQ0537                          SUPERSEDED SURVEY CONTROL
 SQ0537
 SQ0537  NAD 83(1986)-  47 12 51.57467(N)    107 27 50.07380(W) AD(       ) 3
 SQ0537  NAD 27      -  47 12 51.58000(N)    107 27 47.74000(W) AD(       ) 3
 SQ0537
 SQ0537.Superseded values are not recommended for survey control.
 SQ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0537.See file dsdata.txt to determine how the superseded data were derived.
 SQ0537
 SQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN1343431927(NAD 83)
 SQ0537_MARKER: 72 = CAIRN
 SQ0537
 SQ0537  HISTORY     - Date     Condition        Report By
 SQ0537  HISTORY     - 1934     FIRST OBSERVED   CGS
 SQ0537
 SQ0537                          STATION DESCRIPTION
 SQ0537
 SQ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0537'THE CAIRN ON THE DOME-SHAPED BUTTE IS SOUTHWEST OF STATION CAIRN
 SQ0537'AND MAY BE USED AS A NATURAL AZIMUTH AS MAY ALSO THE CAIRN ON THE
 SQ0537'CONE-SHAPED PEAK TO THE WEST OF THE STATION AND THE PROMINENT PEAK
 SQ0537'TO THE NORTHEAST OF THE STATION.  THIS LAST PEAK IS IN THE
 SQ0537'VICINITY OF AND TO THE NORTHWEST OF JORDAN.
 SQ0537'
 SQ0537'STATION CAIRN MAY BE REACHED FROM SAND SPRINGS POST OFFICE BY
 SQ0537'GOING NORTH 0.2 MILE TO THE MAIN GRADED HIGHWAY.  TURN RIGHT AND
 SQ0537'FOLLOW THE MAIN HIGHWAY EAST 2.8 MILES.  HERE TURN LEFT (NORTH)
 SQ0537'AND FOLLOW DIRT ROAD 0.25 MILE TO WHERE IT CROSSES GRADED DIRT
 SQ0537'ROAD.  CONTINUE NORTH ON PLAIN DIRT ROAD 2.5 MILES TO A GATE,
 SQ0537'PASS THROUGH GATE AND CONTINUE 0.2 MILE.  TAKE RIGHT FORK AND
 SQ0537'FOLLOW 0.4 MILE TO ANOTHER FORKS.  TAKE THE LEFT FORK 0.2 MILE
 SQ0537'TO A GATE, PASS THROUGH GATE AND CONTINUE 0.3 MILE TO A FORKS.
 SQ0537'TAKE RIGHT FORK AND GO 0.6 MILE TO CROSSROADS, CONTINUE STRAIGHT
 SQ0537'AHEAD 0.4 MILE TO CROSSROADS, THEN STRAIGHT AHEAD ON LEFT FORK
 SQ0537'AND GO NORTHEAST 0.6 MILE.  TAKE LEFT FORK AND GO NORTH ALONG
 SQ0537'FENCE 0.4 MILE, TURN LEFT THROUGH GATE AND GO WEST 0.4 MILE TO
 SQ0537'FORKS, TAKE THE RIGHT FORK AND GO NORTHWEST 1.2 MILES TO A
 SQ0537'GATE.  CONTINUE 0.8 MILE TO GATE, TURN RIGHT THROUGH GATE
 SQ0537'AND GO NORTH 1.2 MILES TO THE FOOT OF STATION HILL ON THE
 SQ0537'NORTHEAST SIDE.  TRUCK CAN BE DRIVEN TO TOP OF HILL BY
 SQ0537'COMING UP FROM THE NORTHERN SIDE WHERE THERE IS A SADDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0622 ***********************************************************************
 RU0622  DESIGNATION -  CAIRN ON BUTTE W SW OF ALICE
 RU0622  PID         -  RU0622
 RU0622  STATE/COUNTY-  MT/PETROLEUM
 RU0622  USGS QUAD   -  MOSBY (1980)
 RU0622
 RU0622                         *CURRENT SURVEY CONTROL
 RU0622  ___________________________________________________________________
 RU0622* NAD 83(1992)-  46 54 03.80013(N)    107 59 34.68376(W)     ADJUSTED  
 RU0622* NAVD 88     -                                                        
 RU0622  ___________________________________________________________________
 RU0622  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 RU0622  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 RU0622
 RU0622  HORZ ORDER  -  THIRD
 RU0622
 RU0622.The horizontal coordinates were established by classical geodetic methods
 RU0622.and adjusted by the National Geodetic Survey in July 1992..
 RU0622
 RU0622
 RU0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0622
 RU0622.The geoid height was determined by GEOID03.
 RU0622
 RU0622;                    North         East     Units Scale Factor Converg.
 RU0622;SPC MT       -   295,688.440   714,753.662   MT  0.99939452   +1 06 08.6
 RU0622;SPC MT       -   970,106.43  2,344,992.33   iFT  0.99939452   +1 06 08.6
 RU0622;UTM  13      - 5,198,518.154   272,044.951   MT  1.00023872   -2 11 10.8
 RU0622;UTM  12      - 5,198,559.143   729,026.192   MT  1.00024474   +2 11 47.8
 RU0622
 RU0622                          SUPERSEDED SURVEY CONTROL
 RU0622
 RU0622  NAD 83(1986)-  46 54 03.79622(N)    107 59 34.65597(W) AD(       ) 4
 RU0622  NAD 27      -  46 54 03.83000(N)    107 59 32.20000(W) AD(       ) 3
 RU0622
 RU0622.Superseded values are not recommended for survey control.
 RU0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0622.See file dsdata.txt to determine how the superseded data were derived.
 RU0622
 RU0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM7204598518(NAD 83)
 RU0622_MARKER: 72 = CAIRN
 RU0622
 RU0622  HISTORY     - Date     Condition        Report By
 RU0622  HISTORY     - 1934     FIRST OBSERVED   CGS
 RU0622
 RU0622                          STATION DESCRIPTION
 RU0622
 RU0622'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0549 ***********************************************************************
 SQ0549  DESIGNATION -  CAIRN ON CONE PEAK W STA CAIRN
 SQ0549  PID         -  SQ0549
 SQ0549  STATE/COUNTY-  MT/GARFIELD
 SQ0549  USGS QUAD   -  SEARL COULEE (1967)
 SQ0549
 SQ0549                         *CURRENT SURVEY CONTROL
 SQ0549  ___________________________________________________________________
 SQ0549* NAD 83(1992)-  47 11 36.30013(N)    107 39 59.83614(W)     ADJUSTED  
 SQ0549* NAVD 88     -                                                        
 SQ0549  ___________________________________________________________________
 SQ0549  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 SQ0549  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 SQ0549
 SQ0549  HORZ ORDER  -  THIRD
 SQ0549
 SQ0549.The horizontal coordinates were established by classical geodetic methods
 SQ0549.and adjusted by the National Geodetic Survey in July 1992..
 SQ0549
 SQ0549
 SQ0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0549
 SQ0549.The geoid height was determined by GEOID03.
 SQ0549
 SQ0549;                    North         East     Units Scale Factor Converg.
 SQ0549;SPC MT       -   328,692.026   738,839.084   MT  0.99939760   +1 20 28.0
 SQ0549;SPC MT       - 1,078,385.91  2,424,012.74   iFT  0.99939760   +1 20 28.0
 SQ0549;UTM  13      - 5,230,107.916   298,006.858   MT  1.00010147   -1 57 25.3
 SQ0549
 SQ0549                          SUPERSEDED SURVEY CONTROL
 SQ0549
 SQ0549  NAD 83(1986)-  47 11 36.29774(N)    107 39 59.81802(W) AD(       ) 4
 SQ0549  NAD 27      -  47 11 36.30000(N)    107 39 57.45000(W) AD(       ) 3
 SQ0549
 SQ0549.Superseded values are not recommended for survey control.
 SQ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0549.See file dsdata.txt to determine how the superseded data were derived.
 SQ0549
 SQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9800730108(NAD 83)
 SQ0549_MARKER: 72 = CAIRN
 SQ0549
 SQ0549  HISTORY     - Date     Condition        Report By
 SQ0549  HISTORY     - 1934     FIRST OBSERVED   CGS
 SQ0549
 SQ0549                          STATION DESCRIPTION
 SQ0549
 SQ0549'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0586 ***********************************************************************
 RU0586  DESIGNATION -  CAIRN ON CONE PK NW OF INDIAN
 RU0586  PID         -  RU0586
 RU0586  STATE/COUNTY-  MT/GARFIELD
 RU0586  USGS QUAD   -  MC GINNIS BUTTE (1980)
 RU0586
 RU0586                         *CURRENT SURVEY CONTROL
 RU0586  ___________________________________________________________________
 RU0586* NAD 83(1992)-  46 56 42.38847(N)    107 22 57.49547(W)     ADJUSTED  
 RU0586* NAVD 88     -                                                        
 RU0586  ___________________________________________________________________
 RU0586  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 RU0586  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 RU0586
 RU0586  HORZ ORDER  -  THIRD
 RU0586
 RU0586.The horizontal coordinates were established by classical geodetic methods
 RU0586.and adjusted by the National Geodetic Survey in July 1992..
 RU0586
 RU0586
 RU0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0586
 RU0586.The geoid height was determined by GEOID03.
 RU0586
 RU0586;                    North         East     Units Scale Factor Converg.
 RU0586;SPC MT       -   301,656.166   761,085.546   MT  0.99939333   +1 32 55.9
 RU0586;SPC MT       -   989,685.58  2,496,999.82   iFT  0.99939333   +1 32 55.9
 RU0586;UTM  13      - 5,201,819.803   318,676.650   MT  1.00000411   -1 44 29.3
 RU0586
 RU0586                          SUPERSEDED SURVEY CONTROL
 RU0586
 RU0586  NAD 83(1986)-  46 56 42.38480(N)    107 22 57.46712(W) AD(       ) 4
 RU0586  NAD 27      -  46 56 42.40000(N)    107 22 55.16000(W) AD(       ) 3
 RU0586
 RU0586.Superseded values are not recommended for survey control.
 RU0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0586.See file dsdata.txt to determine how the superseded data were derived.
 RU0586
 RU0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN1867701820(NAD 83)
 RU0586_MARKER: 72 = CAIRN
 RU0586
 RU0586  HISTORY     - Date     Condition        Report By
 RU0586  HISTORY     - 1934     FIRST OBSERVED   CGS
 RU0586
 RU0586                          STATION DESCRIPTION
 RU0586
 RU0586'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0911 ***********************************************************************
 TM0911  DESIGNATION -  CALF
 TM0911  PID         -  TM0911
 TM0911  STATE/COUNTY-  MT/FLATHEAD
 TM0911  USGS QUAD   -  SUMMIT (1995)
 TM0911
 TM0911                         *CURRENT SURVEY CONTROL
 TM0911  ___________________________________________________________________
 TM0911* NAD 83(1992)-  48 17 03.68143(N)    113 17 52.28430(W)     ADJUSTED  
 TM0911* NAVD 88     -      2319.9    (meters)    7611.     (feet)  VERTCON   
 TM0911  ___________________________________________________________________
 TM0911  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 TM0911  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 TM0911
 TM0911  HORZ ORDER  -  FIRST
 TM0911
 TM0911.The horizontal coordinates were established by classical geodetic methods
 TM0911.and adjusted by the National Geodetic Survey in July 1992..
 TM0911
 TM0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0911
 TM0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0911
 TM0911.The geoid height was determined by GEOID03.
 TM0911
 TM0911;                    North         East     Units Scale Factor Converg.
 TM0911;SPC MT       -   455,130.803   318,356.407   MT  0.99964010   -2 46 41.3
 TM0911;SPC MT       - 1,493,211.30  1,044,476.40   iFT  0.99964010   -2 46 41.3
 TM0911;UTM  12      - 5,350,458.160   329,539.475   MT  0.99995703   -1 42 56.4
 TM0911
 TM0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0911!SPC MT       -   0.99963864  x   0.99964010  =   0.99927887
 TM0911!UTM  12      -   0.99963864  x   0.99995703  =   0.99959569
 TM0911
 TM0911|---------------------------------------------------------------------|
 TM0911| PID    Reference Object                     Distance      Geod. Az  |
 TM0911|                                                           dddmmss.s |
 TM0911| CN4076 CALF RM 1                             4.489 METERS 04540     |
 TM0911| CN4075 CALF AZ MK                                         0501030.5 |
 TM0911| TM0910 ELK                                   1.712 METERS 14658     |
 TM0911| TM0904 RED PLUME MTN LOOKOUT TOWER         APPROX.15.0 KM 1820533.6 |
 TM0911| TM0915 ELK MOUNTAIN LOOKOUT HOUSE          APPROX.11.1 KM 2825735.2 |
 TM0911| CN4077 CALF RM 2                             5.829 METERS 32840     |
 TM0911|---------------------------------------------------------------------|
 TM0911
 TM0911                          SUPERSEDED SURVEY CONTROL
 TM0911
 TM0911  NAD 83(1986)-  48 17 03.69073(N)    113 17 52.27330(W) AD(       ) 1
 TM0911  NAD 27      -  48 17 03.81942(N)    113 17 48.93885(W) AD(       ) 1
 TM0911  NGVD 29 (07/19/86) 2318.6    (m)         7607.     (f) VERT ANG       
 TM0911
 TM0911.Superseded values are not recommended for survey control.
 TM0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0911.See file dsdata.txt to determine how the superseded data were derived.
 TM0911
 TM0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU2953950458(NAD 83)
 TM0911_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0911_SETTING: 66 = SET IN ROCK OUTCROP
 TM0911
 TM0911  HISTORY     - Date     Condition        Report By
 TM0911  HISTORY     - 1963     MONUMENTED       CGS
 TM0911
 TM0911                          STATION DESCRIPTION
 TM0911
 TM0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0911'THE STATION IS ABOUT 11-1/2 MILES SOUTH-SOUTHWEST OF EAST GLACIER,
 TM0911'3-1/2 MILES SOUTHEAST OF U.S. HIGHWAY 2, ON THE HIGHEST POINT
 TM0911'OF ELK CALF MOUNTAIN.
 TM0911'
 TM0911'THE STATION WAS REACHED BY HELICOPTER AND A LANDING WAS MADE
 TM0911'ABOUT 1/4 MILE SOUTH AND 300 FEET LOWER THAN THE STATION SITE.
 TM0911'THE AZIMUTH MARK IS ABOUT 200 YARDS EAST-NORTHEAST OF THE
 TM0911'HELICOPTER LANDING NEAR THE EAST END OF A TREE COVERED BENCH.
 TM0911'
 TM0911'THE STATION MARK IS A STANDARD DISK, STAMPED CALF 1963,
 TM0911'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP WHICH
 TM0911'IS SURROUNDED BY LOOSE BOULDERS.
 TM0911'
 TM0911'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CALF NO 1 1963,
 TM0911'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP THAT
 TM0911'PROJECTS ABOUT 6 FEET ON THE NORTH SIDE AND 1 FOOT ON THE
 TM0911'SOUTH SIDE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 TM0911'
 TM0911'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CALF NO 2 1963,
 TM0911'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP THAT
 TM0911'PROJECTS 8 INCHES ON THE SOUTH SIDE AND 3 FEET ON THE NORTH
 TM0911'SIDE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 TM0911'
 TM0911'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CALF 1963,
 TM0911'CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT ROCK OUTCROP THAT
 TM0911'PROJECTS 6 INCHES.  IT IS ABOUT 30 FEET SOUTHWEST AND 8 FEET
 TM0911'LOWER THAN THE TOP OF A KNOLL, 5 FEET SOUTHWEST OF A 2 FOOT
 TM0911'HIGH CAIRN AND ABOUT 300 FEET LOWER THAN THE STATION.
 TM0911'
 TM0911'THE USGS MARK, NOT STAMPED, IS CEMENTED IN A DRILL HOLE IN A 2
 TM0911'BY 3 FOOT ROCK OUTCROP THAT PROJECTS ABOUT 2 FEET.  IT IS ABOUT
 TM0911'1 FOOT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0551 ***********************************************************************
 SQ0551  DESIGNATION -  CALF
 SQ0551  PID         -  SQ0551
 SQ0551  STATE/COUNTY-  MT/GARFIELD
 SQ0551  USGS QUAD   -  LELIG COULEE (1967)
 SQ0551
 SQ0551                         *CURRENT SURVEY CONTROL
 SQ0551  ___________________________________________________________________
 SQ0551* NAD 83(1992)-  47 07 40.94563(N)    107 45 15.81252(W)     ADJUSTED  
 SQ0551* NAVD 88     -       956.6    (meters)    3138.     (feet)  VERTCON   
 SQ0551  ___________________________________________________________________
 SQ0551  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 SQ0551  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 SQ0551
 SQ0551  HORZ ORDER  -  FIRST
 SQ0551
 SQ0551.The horizontal coordinates were established by classical geodetic methods
 SQ0551.and adjusted by the National Geodetic Survey in July 1992..
 SQ0551
 SQ0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0551
 SQ0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0551
 SQ0551.The geoid height was determined by GEOID03.
 SQ0551
 SQ0551;                    North         East     Units Scale Factor Converg.
 SQ0551;SPC MT       -   321,278.224   732,355.297   MT  0.99939466   +1 16 36.9
 SQ0551;SPC MT       - 1,054,062.41  2,402,740.48   iFT  0.99939466   +1 16 36.9
 SQ0551;UTM  13      - 5,223,074.223   291,102.404   MT  1.00013635   -2 01 09.7
 SQ0551
 SQ0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0551!SPC MT       -   0.99985236  x   0.99939466  =   0.99924711
 SQ0551!UTM  13      -   0.99985236  x   1.00013635  =   0.99998869
 SQ0551
 SQ0551|---------------------------------------------------------------------|
 SQ0551| PID    Reference Object                     Distance      Geod. Az  |
 SQ0551|                                                           dddmmss.s |
 SQ0551| CQ5232 CALF RM 1                            27.170 METERS 21722     |
 SQ0551| SQ0552 GARFIELD                            APPROX.12.9 KM 3185449.1 |
 SQ0551| CQ5233 CALF RM 2                            46.130 METERS 33754     |
 SQ0551| CQ5231 CALF AZ MK                                         3395829.7 |
 SQ0551|---------------------------------------------------------------------|
 SQ0551
 SQ0551                          SUPERSEDED SURVEY CONTROL
 SQ0551
 SQ0551  NAD 83(1986)-  47 07 40.94204(N)    107 45 15.79274(W) AD(       ) 1
 SQ0551  NAD 27      -  47 07 40.95400(N)    107 45 13.40500(W) AD(       ) 1
 SQ0551  NGVD 29 (07/19/86)  955.9    (m)         3136.     (f) VERT ANG       
 SQ0551
 SQ0551.Superseded values are not recommended for survey control.
 SQ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0551.See file dsdata.txt to determine how the superseded data were derived.
 SQ0551
 SQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9110223074(NAD 83)
 SQ0551_MARKER: DS = TRIANGULATION STATION DISK
 SQ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0551
 SQ0551  HISTORY     - Date     Condition        Report By
 SQ0551  HISTORY     - 1934     MONUMENTED       CGS
 SQ0551  HISTORY     - 1967     GOOD             USGS
 SQ0551
 SQ0551                          STATION DESCRIPTION
 SQ0551
 SQ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0551'THE STATION IS LOCATED ABOUT 13 MILES WEST OF SAND SPRINGS AND
 SQ0551'7 MILES WEST-SOUTHWEST OF TINDALL POST OFFICE.  IT IS ON THE
 SQ0551'DIVIDE BETWEEN CALF CREEK ON THE SOUTH QUARTER AND SOUTH LODGEPOLE
 SQ0551'CREEK ON THE NORTH.  IT IS IN THE NORTHWEST QUARTER SEC. 35,
 SQ0551'T. 16 N., R. 31 E. AND IS ON LAND OWNED BY NETTIE HOWARD WHOSE
 SQ0551'RANCH IS ABOUT 1/2 MILE NORTHEAST OF THE STATION.  THE STATION
 SQ0551'MARK PROJECTS 8 INCHES AND IS ON THE HIGHEST POINT OF A
 SQ0551'FLAT-TOPPED GRASSY HILL WHICH HAS QUITE A LARGE NUMBER OF PINE
 SQ0551'TREES GROWING ON ALL ITS SLOPES.  (THERE ARE TWO TREE-COVERED
 SQ0551'BUTTES ABOUT 1/2 MILE NORTHEAST OF THE STATION WHICH ARE
 SQ0551'HIGHER THAN THE STATION).  MARK DESCRIBED IN CONCRETE.
 SQ0551'
 SQ0551'REFERENCE MARK NO. 1, PROJECTS 3 INCHES AND IS
 SQ0551'WEST-SOUTHWEST OF THE STATION.
 SQ0551'
 SQ0551'REFERENCE MARK NO. 2, IS FLUSH WITH THE GROUND AND
 SQ0551'IS NORTH-NORTHWEST OF THE STATION.
 SQ0551'
 SQ0551'AZIMUTH MARK, IS NORTH-NORTHWEST OF THE STATION AND
 SQ0551'PROJECTS 5 INCHES.  IT IS 15 FEET NORTH OF A NORTH GATEPOST
 SQ0551'IN A NORTH-SOUTH FENCE AND 2 FEET EAST OF THE SAME FENCE
 SQ0551'
 SQ0551'TO REACH THE STATION FROM SAND SPRINGS STORE AND POST OFFICE,
 SQ0551'GO NORTH 0.2 MILE TO GRADED HIGHWAY.  CONTINUE NORTH 0.1 MILE
 SQ0551'TO A TURN, TURN LEFT AND FOLLOW MAIN-TRAVELED ROAD 8.65 MILES
 SQ0551'TO TINDALL POST OFFICE.  (THIS POST OFFICE IS IN RANCH HOUSE ON
 SQ0551'RIGHT SIDE OF ROAD AT THIS POINT).  FROM THE POST OFFICE CONTINUE
 SQ0551'WEST ON THE MAIN GRADED ROAD 3.8 MILES TO A CATTLE GUARD.
 SQ0551'CONTINUE 0.8 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 SQ0551'SOUTHWEST 1.75 MILES TO A FORK, TAKE LEFT FORK AND GO 0.1 MILE
 SQ0551'TO A GATE AT FENCE CORNER, PASS THROUGH GATE, KEEP ON WEST
 SQ0551'SIDE OF FENCE AND GO 0.2 MILE TO A FORK.  TAKE RIGHT FORK AND
 SQ0551'GO 0.25 MILE TO A GATE, PASS THROUGH GATE AND GO SOUTHWEST
 SQ0551'0.25 MILE TO A GATE.  (AZIMUTH IS JUST NORTH OF THIS GATE).  DO
 SQ0551'NOT GO THROUGH GATE BUT TURN LEFT AND GO 0.3 MILE TO TOP OF
 SQ0551'GRASSY HILL AND STATION.
 SQ0551'
 SQ0551'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 SQ0551
 SQ0551                          STATION RECOVERY (1967)
 SQ0551
 SQ0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (GDF)
 SQ0551'FOUND AS DESCRIBED.
 SQ0551'
 SQ0551'STATION MARK--A STANDARD TRIANGULATION MARK DISC SET IN THE
 SQ0551'TOP OF A 12 IN. CONCRETE POST PROJECTING ABOVE THE GROUND
 SQ0551'ABOUT 6 IN. AND STAMPED CALF 1934.
 SQ0551'
 SQ0551'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK DISC, SET IN
 SQ0551'THE TOP OF A 12 IN. CONCRETE POST PROJECTING ABOVE THE GROUND
 SQ0551'ABOUT 3 IN. AND STAMPED CALF NO. 1 1934.
 SQ0551'
 SQ0551'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK DISC CEMENTED
 SQ0551'IN A SANDSTONE OUTCROP STAMPED CALF NO. 2 1934.
 SQ0551'
 SQ0551'NOTE--STATION AND R.M.S RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0911 ***********************************************************************
 TN0911  DESIGNATION -  CALX
 TN0911  PID         -  TN0911
 TN0911  STATE/COUNTY-  MT/LINCOLN
 TN0911  USGS QUAD   -  CALX MOUNTAIN (1983)
 TN0911
 TN0911                         *CURRENT SURVEY CONTROL
 TN0911  ___________________________________________________________________
 TN0911* NAD 83(1992)-  48 12 10.88711(N)    115 08 10.31307(W)     ADJUSTED  
 TN0911* NAVD 88     -      1997.1    (meters)    6552.     (feet)  VERTCON   
 TN0911  ___________________________________________________________________
 TN0911  X           -  -1,809,626.299 (meters)                     COMP
 TN0911  Y           -  -3,856,793.560 (meters)                     COMP
 TN0911  Z           -   4,733,428.971 (meters)                     COMP
 TN0911  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 TN0911  ELLIP HEIGHT-        1981.13  (meters)          (07/28/92) GPS OBS
 TN0911  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 TN0911
 TN0911  HORZ ORDER  -  FIRST
 TN0911  ELLP ORDER  -  FIFTH     CLASS I
 TN0911
 TN0911.The horizontal coordinates were established by classical geodetic methods
 TN0911.and adjusted by the National Geodetic Survey in July 1992..
 TN0911
 TN0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0911
 TN0911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0911
 TN0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0911
 TN0911.The ellipsoidal height was determined by GPS observations
 TN0911.and is referenced to NAD 83.
 TN0911
 TN0911.The geoid height was determined by GEOID03.
 TN0911
 TN0911;                    North         East     Units Scale Factor Converg.
 TN0911;SPC MT       -   454,322.100   181,574.629   MT  0.99960934   -4 07 22.4
 TN0911;SPC MT       - 1,490,558.07    595,717.29   iFT  0.99960934   -4 07 22.4
 TN0911;UTM  11      - 5,340,545.374   638,482.171   MT  0.99983563   +1 23 22.9
 TN0911
 TN0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0911!SPC MT       -   0.99968960  x   0.99960934  =   0.99929906
 TN0911!UTM  11      -   0.99968960  x   0.99983563  =   0.99952528
 TN0911
 TN0911|---------------------------------------------------------------------|
 TN0911| PID    Reference Object                     Distance      Geod. Az  |
 TN0911|                                                           dddmmss.s |
 TN0911| CH6580 CALX RM 1                             5.425 METERS 01129     |
 TN0911| TN0843 MEADOW PEAK LOOKOUT HOUSE           APPROX.17.6 KM 1412052.3 |
 TN0911| CH6581 CALX RM 2                            17.358 METERS 15201     |
 TN0911| TN0915 KENELTY MOUNTAIN LOOKOUT HOUSE      APPROX.18.4 KM 2253932.1 |
 TN0911|---------------------------------------------------------------------|
 TN0911
 TN0911                          SUPERSEDED SURVEY CONTROL
 TN0911
 TN0911  NAD 83(1986)-  48 12 10.89776(N)    115 08 10.31736(W) AD(       ) 1
 TN0911  NAD 27      -  48 12 11.05630(N)    115 08 06.75150(W) AD(       ) 1
 TN0911  NGVD 29 (11/20/87) 1995.9    (m)         6548.     (f) GPS OBS        
 TN0911
 TN0911.Superseded values are not recommended for survey control.
 TN0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0911.See file dsdata.txt to determine how the superseded data were derived.
 TN0911
 TN0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP3848240545(NAD 83)
 TN0911_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0911_SETTING: 66 = SET IN ROCK OUTCROP
 TN0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0911+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1986
 TN0911
 TN0911  HISTORY     - Date     Condition        Report By
 TN0911  HISTORY     - 1960     MONUMENTED       CGS
 TN0911  HISTORY     - 19860922 GOOD
 TN0911
 TN0911                          STATION DESCRIPTION
 TN0911
 TN0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0911'THE STATION IS ABOUT 8 MILES NORTH OF HAPPYS INN, WHICH IS
 TN0911'ABOUT 40 MILES SOUTHEAST OF LIBBY ON U.S. HIGHWAY 2, 3 MILES
 TN0911'NORTHWEST OF STATE ROAD 257, ON THE SOUTH END AND HIGHEST
 TN0911'POINT OF CALX MOUNTAIN, ABOUT 1/2 MILE SOUTH OF THE CALX MTN
 TN0911'LOOKOUT TOWER (NOT VISIBLE FROM THE STATION) AND AT THE NORTH
 TN0911'END OF A GRASSY CLEARING, IN SECTION 10, R 27-1/2 W, T 28 N.
 TN0911'THERE IS A HEAVY GROWTH OF TIMBER ON ALL SIDES EXCEPT TOWARD
 TN0911'THE SOUTH.
 TN0911'
 TN0911'THE STATION WAS REACHED BY HELICOPTER AND CAN ALSO BE REACHED
 TN0911'BY ROAD AND TRAIL FROM HAPPYS INN BY FOLLOWING STATE ROAD
 TN0911'257 (UP PLEASANT VALLEY) NORTHEAST FOR ABOUT 6 MILES TO A TRAIL
 TN0911'ON THE LEFT, LEADING NORTHWEST UP DEER CREEK.  FROM THIS POINT
 TN0911'PACK NORTHWEST AND WEST UP DEER CREEK FOR ABOUT 4 MILES TO THE
 TN0911'CALX MTN LOOKOUT TOWER, THENCE SOUTH ON A GOOD TRAIL FOR ABOUT
 TN0911'1/2 MILE TO THE HIGHEST POINT AND THE STATION.
 TN0911'
 TN0911'THE STATION MARK IS A STANDARD DISK STAMPED, CALX 1960, CEMENTED
 TN0911'IN A DRILL HOLE IN ROCK OUTCROP HAVING AN EXPOSED AREA OF 2
 TN0911'BY 2 FEET AND PROJECTING 4 INCHES.
 TN0911'
 TN0911'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, CALX NO 1 1960,
 TN0911'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP HAVING AN EXPOSED AREA
 TN0911'OF 1 BY 1 FEET AND PROJECTING 2 INCHES.  IT IS ABOUT 1 FOOT
 TN0911'LOWER THAN THE STATION.
 TN0911'
 TN0911'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, CALX NO 2 1960,
 TN0911'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP HAVING AN EXPOSED
 TN0911'AREA OF 1 BY 6 FEET AND PROJECTING 8 INCHES.  IT IS ABOUT 3
 TN0911'FEET LOWER THAN THE STATION.
 TN0911'
 TN0911'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 TN0911
 TN0911                          STATION RECOVERY (1986)
 TN0911
 TN0911'RECOVERED 1986
 TN0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0968 ***********************************************************************
 SU0968  DESIGNATION -  CAMAS
 SU0968  PID         -  SU0968
 SU0968  STATE/COUNTY-  MT/SANDERS
 SU0968  USGS QUAD   -  HOT SPRINGS NE (1964)
 SU0968
 SU0968                         *CURRENT SURVEY CONTROL
 SU0968  ___________________________________________________________________
 SU0968* NAD 83(1992)-  47 38 41.88766(N)    114 36 15.16281(W)     ADJUSTED  
 SU0968* NAVD 88     -       857.88   (+/-2cm)    2814.6    (feet)  VERTCON   
 SU0968  ___________________________________________________________________
 SU0968  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 SU0968  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU0968
 SU0968  HORZ ORDER  -  SECOND
 SU0968  VERT ORDER  -  THIRD ? (See Below)
 SU0968
 SU0968.The horizontal coordinates were established by classical geodetic methods
 SU0968.and adjusted by the National Geodetic Survey in July 1992..
 SU0968
 SU0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU0968.The vertical order pertains to the NGVD 29 superseded value.
 SU0968
 SU0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0968
 SU0968.The geoid height was determined by GEOID03.
 SU0968
 SU0968;                    North         East     Units Scale Factor Converg.
 SU0968;SPC MT       -   389,725.765   216,971.127   MT  0.99945355   -3 44 01.5
 SU0968;SPC MT       - 1,278,627.84    711,847.53   iFT  0.99945355   -3 44 01.5
 SU0968;UTM  11      - 5,279,621.964   679,932.971   MT  0.99999787   +1 46 15.3
 SU0968
 SU0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0968!SPC MT       -   0.99986801  x   0.99945355  =   0.99932163
 SU0968!UTM  11      -   0.99986801  x   0.99999787  =   0.99986588
 SU0968
 SU0968|---------------------------------------------------------------------|
 SU0968| PID    Reference Object                     Distance      Geod. Az  |
 SU0968|                                                           dddmmss.s |
 SU0968| CH6583 CAMAS RM 1                           13.929 METERS 00810     |
 SU0968| CH6584 CAMAS RM 2                           14.046 METERS 26502     |
 SU0968| CH6582 CAMAS AZ MK                                        2703028.3 |
 SU0968| SU0969 CONEY PEAK LOOKOUT TOWER            APPROX.13.0 KM 2885059.2 |
 SU0968|---------------------------------------------------------------------|
 SU0968
 SU0968                          SUPERSEDED SURVEY CONTROL
 SU0968
 SU0968  NAD 83(1986)-  47 38 41.89798(N)    114 36 15.15296(W) AD(       ) 2
 SU0968  NAD 27      -  47 38 42.10813(N)    114 36 11.70972(W) AD(       ) 2
 SU0968  NGVD 29 (07/19/86)  856.76   (m)         2810.9    (f) LEVELING    3  
 SU0968
 SU0968.Superseded values are not recommended for survey control.
 SU0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0968.See file dsdata.txt to determine how the superseded data were derived.
 SU0968
 SU0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN7993379622(NAD 83)
 SU0968_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0968
 SU0968  HISTORY     - Date     Condition        Report By
 SU0968  HISTORY     - 1940     MONUMENTED       CGS
 SU0968  HISTORY     - 1964     GOOD             USGS
 SU0968
 SU0968                          STATION DESCRIPTION
 SU0968
 SU0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0968'STATION IS ABOUT 3-1/4 MILES NE OF CAMAS POST OFFICE, 4 MILES
 SU0968'NE OF HOT SPRINGS AND 12 MILES S OF NIARADA POST OFFICE.
 SU0968'IT IS ON A COUNTY ROAD RIGHT-OF-WAY, 100 FEET E OF A CROSS
 SU0968'ROAD, 20 FEET S OF THE CENTER LINE OF AN EW ROAD AND ABOUT
 SU0968'400 FEET NE OF CHARLES PRUNGIES RESIDENCE.  THE MARK PROJECTS
 SU0968'4 INCHES AND IS STAMPED CAMAS 1940.  THERE IS A WHITE REFERENCE
 SU0968'POST 8 FEET E OF THE STATION.
 SU0968'
 SU0968'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SU0968'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A
 SU0968'AND 11A.
 SU0968'
 SU0968'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION,
 SU0968'ON THE ROAD RIGHT-OF-WAY AND 25 FEET N OF THE CENTER LINE OF
 SU0968'THE ROAD.  IT IS STAMPED CAMAS NO. 1, 1940.
 SU0968'
 SU0968'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION,
 SU0968'ON THE ROAD RIGHT-OF-WAY AND 25 FEET S OF THE CENTER LINE OF
 SU0968'THE ROAD.  THE DISK PROJECTS 6 INCHES AND IS STAMPED CAMAS
 SU0968'NO. 2, 1940.
 SU0968'
 SU0968'AZIMUTH MARK IS 1.0 MILE W OF THE STATION, 30 FEET N OF THE
 SU0968'CENTER LINE OF AN E-W ROAD AND 0.05 MILE E OF STATE HIGHWAY
 SU0968'28.  IT IS ON THE ROAD RIGHT-OF-WAY 3 FEET S OF THE FENCE LINE
 SU0968'AND ABOUT 10 FEET HIGHER THAN THE ROAD.  THE MARK PROJECTS
 SU0968'6 INCHES AND IS STAMPED CAMAS 1940.  THERE IS A WHITE REFERENCE
 SU0968'POST 4 FEET WNW OF THE MARK.
 SU0968'
 SU0968'TO REACH THE STATION FROM THE POST OFFICE IN HOT SPRINGS,
 SU0968'GO E FOR 0.2 MILE TO THE HIGH SCHOOL.  CONTINUE E FOR 0.3
 SU0968'MILE, THEN TURN LEFT (N) AND GO 0.6 MILE TO A T-FORK AT CAMAS.
 SU0968'TURN RIGHT (E) AND GO 0.7 MILE TO FORKS--TAKE RIGHT FORK, STRAIGHT
 SU0968'AHEAD, AND GO 0.1 MILE TO WHERE A SIDE ROAD COMES IN FROM
 SU0968'THE S.  CONTINUE E ON MAIN ROAD FOR 0.8 MILE TO T-FORKS.
 SU0968'TURN LEFT (N) AND FOLLOW MAIN ROAD FOR 1.5 MILES TO CROSS
 SU0968'ROADS.  (THE AZIMUTH MARK IS 0.05 MILE E OF THIS POINT ON
 SU0968'THE N SIDE OF THE ROAD.) TURN RIGHT (E) ON THIS ROAD AND GO
 SU0968'1.0 MILE TO CROSSROADS AND THE STATION.
 SU0968
 SU0968                          STATION RECOVERY (1964)
 SU0968
 SU0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0968'STATION MARK - -STANDARD USC AND GS DISK, SET IN CONCRETE
 SU0968'PROJECTING 4 IN., STAMPED--- CAMAS 1940 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0924 ***********************************************************************
 TM0924  DESIGNATION -  CAMEA
 TM0924  PID         -  TM0924
 TM0924  STATE/COUNTY-  MT/FLATHEAD
 TM0924  USGS QUAD   -  FELIX PEAK (1994)
 TM0924
 TM0924                         *CURRENT SURVEY CONTROL
 TM0924  ___________________________________________________________________
 TM0924* NAD 83(1992)-  48 13 42.50914(N)    113 41 56.66567(W)     ADJUSTED  
 TM0924* NAVD 88     -      2402.6    (meters)    7883.     (feet)  VERTCON   
 TM0924  ___________________________________________________________________
 TM0924  LAPLACE CORR-          10.97  (seconds)                    DEFLEC99
 TM0924  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 TM0924
 TM0924  HORZ ORDER  -  THIRD
 TM0924
 TM0924.The horizontal coordinates were established by classical geodetic methods
 TM0924.and adjusted by the National Geodetic Survey in July 1992..
 TM0924
 TM0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0924
 TM0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0924
 TM0924.The geoid height was determined by GEOID03.
 TM0924
 TM0924;                    North         East     Units Scale Factor Converg.
 TM0924;SPC MT       -   450,447.134   288,297.038   MT  0.99961874   -3 04 17.9
 TM0924;SPC MT       - 1,477,844.93    945,856.42   iFT  0.99961874   -3 04 17.9
 TM0924;UTM  12      - 5,345,217.043   299,560.098   MT  1.00009367   -2 00 49.2
 TM0924
 TM0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0924!SPC MT       -   0.99962587  x   0.99961874  =   0.99924475
 TM0924!UTM  12      -   0.99962587  x   1.00009367  =   0.99971951
 TM0924
 TM0924:                Primary Azimuth Mark                     Grid Az
 TM0924:SPC MT       -  BAPTISTE L O                             168 29 08.3
 TM0924:UTM  12      -  BAPTISTE L O                             167 25 39.6
 TM0924
 TM0924|---------------------------------------------------------------------|
 TM0924| PID    Reference Object                     Distance      Geod. Az  |
 TM0924|                                                           dddmmss.s |
 TM0924| TM0926 BAPTISTE L O                        APPROX.11.9 KM 1652450.4 |
 TM0924| TM0928 PIONEER LOT                         APPROX.12.2 KM 2354931.1 |
 TM0924| TM0925 ADAMS                               APPROX. 2.5 KM 3364901.7 |
 TM0924|---------------------------------------------------------------------|
 TM0924
 TM0924                          SUPERSEDED SURVEY CONTROL
 TM0924
 TM0924  NAD 83(1986)-  48 13 42.51993(N)    113 41 56.65191(W) AD(       ) 3
 TM0924  NAD 27      -  48 13 42.64512(N)    113 41 53.28356(W) AD(       ) 3
 TM0924  NGVD 29 (07/19/86) 2401.3    (m)         7878.     (f) VERT ANG       
 TM0924
 TM0924.Superseded values are not recommended for survey control.
 TM0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0924.See file dsdata.txt to determine how the superseded data were derived.
 TM0924
 TM0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU9956045217(NAD 83)
 TM0924
 TM0924  HISTORY     - Date     Condition        Report By
 TM0924  HISTORY     - 1956     MONUMENTED       USGS
 TM0924  HISTORY     - 1964     GOOD             USGS
 TM0924
 TM0924                          STATION DESCRIPTION
 TM0924
 TM0924'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TM0924'STATION LOCATED ABOUT 3 MI. (AIRLINE) S. AND 3 MI. (AIRLINE) W. OF
 TM0924'THE VILLAGE OF ESSEX, MONTANA, AND ON THE HIGHEST POINT OF MOUNT
 TM0924'CAMEAWAIT.  STATION REACHED BY HELICOPTER.
 TM0924'
 TM0924'STATION MARK--STANDARD USGS TABLET, CEMENTED IN A DRILL HOLE IN A
 TM0924'BURIED BOULDER, AND STAMPED ---CAMEA 1956 ET 1964---.
 TM0924'
 TM0924'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0870 ***********************************************************************
 SR0870  DESIGNATION -  CAMEL
 SR0870  PID         -  SR0870
 SR0870  STATE/COUNTY-  MT/FERGUS
 SR0870  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0870
 SR0870                         *CURRENT SURVEY CONTROL
 SR0870  ___________________________________________________________________
 SR0870* NAD 83(1992)-  47 33 51.14156(N)    109 37 52.56784(W)     ADJUSTED  
 SR0870* NAVD 88     -      1036.342  (meters)    3400.07   (feet)  ADJUSTED  
 SR0870  ___________________________________________________________________
 SR0870  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 SR0870  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SR0870  DYNAMIC HT  -        1036.300 (meters)    3399.93  (feet)  COMP
 SR0870  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 SR0870
 SR0870  HORZ ORDER  -  SECOND
 SR0870  VERT ORDER  -  SECOND    CLASS 0
 SR0870
 SR0870.The horizontal coordinates were established by classical geodetic methods
 SR0870.and adjusted by the National Geodetic Survey in July 1992..
 SR0870
 SR0870.The orthometric height was determined by differential leveling
 SR0870.and adjusted by the National Geodetic Survey in June 1991..
 SR0870
 SR0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0870
 SR0870.The geoid height was determined by GEOID03.
 SR0870
 SR0870.The dynamic height is computed by dividing the NAVD 88
 SR0870.geopotential number by the normal gravity value computed on the
 SR0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0870.degrees latitude (g = 980.6199 gals.).
 SR0870
 SR0870.The modeled gravity was interpolated from observed gravity values.
 SR0870
 SR0870;                    North         East     Units Scale Factor Converg.
 SR0870;SPC MT       -   368,274.890   590,127.348   MT  0.99943896   -0 05 45.7
 SR0870;SPC MT       - 1,208,250.95  1,936,113.35   iFT  0.99943896   -0 05 45.7
 SR0870;UTM  12      - 5,268,773.069   602,957.233   MT  0.99973026   +1 00 36.9
 SR0870
 SR0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0870!SPC MT       -   0.99983984  x   0.99943896  =   0.99927889
 SR0870!UTM  12      -   0.99983984  x   0.99973026  =   0.99957015
 SR0870
 SR0870|---------------------------------------------------------------------|
 SR0870| PID    Reference Object                     Distance      Geod. Az  |
 SR0870|                                                           dddmmss.s |
 SR0870| SR0869 CAMEL RM 1                            8.791 METERS 15941     |
 SR0870| SR0868 CAMEL RM 2                           11.282 METERS 25200     |
 SR0870| SR1150 ARROW                               APPROX.19.2 KM 3160245.1 |
 SR0870|---------------------------------------------------------------------|
 SR0870
 SR0870                          SUPERSEDED SURVEY CONTROL
 SR0870
 SR0870  NAD 83(1986)-  47 33 51.13923(N)    109 37 52.54931(W) AD(       ) 2
 SR0870  NAD 27      -  47 33 51.21010(N)    109 37 49.87270(W) AD(       ) 2
 SR0870  NGVD 29 (??/??/92) 1035.504  (m)         3397.32   (f) ADJ UNCH    2 0
 SR0870
 SR0870.Superseded values are not recommended for survey control.
 SR0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0870.See file dsdata.txt to determine how the superseded data were derived.
 SR0870
 SR0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT0295768773(NAD 83)
 SR0870_MARKER: DS = TRIANGULATION STATION DISK
 SR0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0870_STAMPING: CAMEL 1961
 SR0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0870+STABILITY: SURFACE MOTION
 SR0870
 SR0870  HISTORY     - Date     Condition        Report By
 SR0870  HISTORY     - 1961     MONUMENTED       CGS
 SR0870  HISTORY     - 1961     GOOD             CGS
 SR0870
 SR0870                          STATION DESCRIPTION
 SR0870
 SR0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR0870'THE STATION IS LOCATED ABOUT 12 MILES WEST OF WINIFRED, 2
 SR0870'MILES WEST OF JUDITH RIVER AND 3/4 MILE EAST OF WOLF CREEK.
 SR0870'
 SR0870'TO REACH THE STATION FROM THE POST OFFICE IN DENTON, GO EAST
 SR0870'ON STATE ROUTE 235 FOR 1.6 MILES TO A SIDE ROAD LEFT, TURN
 SR0870'LEFT AND GO NORTH OF A GRAVELED ROAD FOR 2.6 MILES TO A FORK,
 SR0870'TAKE RIGHT FORK AND GO EAST, NORTH AND EAST FOR 12.05 MILES
 SR0870'TO A TURN IN THE MAIN ROAD.  TURN LEFT AND GO NORTH ON THE MAIN
 SR0870'ROAD FOR 9.35 MILES TO THE HOME OF MR. C. ERLANDSON ON THE
 SR0870'RIGHT AND FARM BUILDINGS ON THE LEFT, TURN LEFT THEN RIGHT AND
 SR0870'GO NORTH ON GRAVELED ROAD FOR 4.2 MILES, TURN LEFT AND GO
 SR0870'NORTHWEST FOR 0.05 MILE TO THE TOP OF A GRASSY KNOLL AND
 SR0870'STATION.
 SR0870'
 SR0870'THE STATION IS A STANDARD DISK STAMPED CAMEL 1961, SET IN THE
 SR0870'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 SR0870'SURFACE OF THE GROUND.  THE MARK 1, A STANDARD DISK STAMPED
 SR0870'CAMEL NO 1, 1961, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 SR0870'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 SR0870'IS 29.8 FEET SOUTH-SOUTHWEST OF WITNESS POST.
 SR0870'
 SR0870'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMEL NO 2, 1961,
 SR0870'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 SR0870'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 41.5 FEET
 SR0870'WEST OF WITNESS POST.
 SR0870'
 SR0870'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 47.86 FEET.
 SR0870
 SR0870                          STATION RECOVERY (1961)
 SR0870
 SR0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SR0870'13.95 MI W FROM WINIFRED.
 SR0870'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0870'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0870'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0870'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0870'THENCE 2.35 MILES WEST ALONG A GRADED DIRT ROAD, IN SECTION 26, T 21
 SR0870'N, R 16 E, 0.15 MILE SOUTH OF A SHARP CURVE IN THE ROAD, ON THE CREST
 SR0870'OF A HILL OVERLOOKING WOLF CREEK CANYON TO THE WEST, 95 FEET SOUTHWEST
 SR0870'OF THE CENTER LINE OF THE ROAD, 37.0 FEET NORTHEAST OF CAMEL R.M. 2,
 SR0870'28.8 FEET NORTHWEST OF CAMEL R.M 1, 4.7 FEET SOUTHWEST OF A METAL
 SR0870'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SR0870'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1098 ***********************************************************************
 SU1098  DESIGNATION -  CAMEL HUMP
 SU1098  PID         -  SU1098
 SU1098  STATE/COUNTY-  MT/MINERAL
 SU1098  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU1098
 SU1098                         *CURRENT SURVEY CONTROL
 SU1098  ___________________________________________________________________
 SU1098* NAD 83(1992)-  47 22 01.57464(N)    115 09 45.40692(W)     ADJUSTED  
 SU1098* NAVD 88     -      1795.8    (meters)    5892.     (feet)  VERTCON   
 SU1098  ___________________________________________________________________
 SU1098  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 SU1098  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU1098
 SU1098  HORZ ORDER  -  THIRD
 SU1098
 SU1098.The horizontal coordinates were established by classical geodetic methods
 SU1098.and adjusted by the National Geodetic Survey in July 1992..
 SU1098
 SU1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1098
 SU1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1098
 SU1098.The geoid height was determined by GEOID03.
 SU1098
 SU1098;                    North         East     Units Scale Factor Converg.
 SU1098;SPC MT       -   361,810.630   172,906.940   MT  0.99941174   -4 08 32.0
 SU1098;SPC MT       - 1,187,042.75    567,279.99   iFT  0.99941174   -4 08 32.0
 SU1098;UTM  11      - 5,247,597.130   638,726.808   MT  0.99983651   +1 21 07.2
 SU1098
 SU1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1098!SPC MT       -   0.99972106  x   0.99941174  =   0.99913297
 SU1098!UTM  11      -   0.99972106  x   0.99983651  =   0.99955762
 SU1098
 SU1098                          SUPERSEDED SURVEY CONTROL
 SU1098
 SU1098  NAD 83(1986)-  47 22 01.58194(N)    115 09 45.39051(W) AD(       ) 3
 SU1098  NGVD 29 (03/27/92) 1794.6    (m)         5888.     (f) VERT ANG       
 SU1098
 SU1098.Superseded values are not recommended for survey control.
 SU1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1098.See file dsdata.txt to determine how the superseded data were derived.
 SU1098
 SU1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN3872747597(NAD 83)
 SU1098_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU1098_SETTING: 0 = UNSPECIFIED SETTING
 SU1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1098
 SU1098  HISTORY     - Date     Condition        Report By
 SU1098  HISTORY     - UNK      MONUMENTED
 SU1098  HISTORY     - 1953     GOOD             USGS
 SU1098
 SU1098                          STATION DESCRIPTION
 SU1098
 SU1098'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SU1098'LOCATED APPROXIMATELY 11 MI. (AIRLINE) E. OF SAVENAC NURSERY
 SU1098'AT HAUGAN, MONTANA, AND APPROXIMATELY 5.5 MI. ON E. HIGHWAY
 SU1098'10 TO JUNCTION OF OLD AND NEW HIGHWAY 10.  TURN LEFT AND
 SU1098'FOLLOW OLD HIGHWAY 10 ABOUT 5.4 MI. TO HIGHEST POINT OF
 SU1098'OLD CAMEL HUMP PASS AND SIGN - - CAMEL HUMP L.O. - 3 - -,
 SU1098'END OF TRUCK TRAVEL.  TAKE TRAIL UP MOUNTAIN TO LOOKOUT
 SU1098'TOWER AND STATION.  A 2 HOUR PACK.
 SU1098'
 SU1098'STATION MARK - - STANDARD USGS BRONZE TABLET, SET IN A CONCRETE
 SU1098'POST UNDER CENTERLINE OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0869 ***********************************************************************
 SR0869  DESIGNATION -  CAMEL RM 1
 SR0869  PID         -  SR0869
 SR0869  STATE/COUNTY-  MT/FERGUS
 SR0869  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0869
 SR0869                         *CURRENT SURVEY CONTROL
 SR0869  ___________________________________________________________________
 SR0869* NAD 83(1986)-  47 33 51.     (N)    109 37 52.     (W)     SCALED    
 SR0869* NAVD 88     -      1036.279  (meters)    3399.86   (feet)  ADJUSTED  
 SR0869  ___________________________________________________________________
 SR0869  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SR0869  DYNAMIC HT  -        1036.237 (meters)    3399.72  (feet)  COMP
 SR0869  MODELED GRAV-     980,536.0   (mgal)                       NAVD 88
 SR0869
 SR0869  VERT ORDER  -  SECOND    CLASS 0
 SR0869
 SR0869.The horizontal coordinates were scaled from a topographic map and have
 SR0869.an estimated accuracy of +/- 6 seconds.
 SR0869
 SR0869.The orthometric height was determined by differential leveling
 SR0869.and adjusted by the National Geodetic Survey in June 1991..
 SR0869
 SR0869.The geoid height was determined by GEOID03.
 SR0869
 SR0869.The dynamic height is computed by dividing the NAVD 88
 SR0869.geopotential number by the normal gravity value computed on the
 SR0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0869.degrees latitude (g = 980.6199 gals.).
 SR0869
 SR0869.The modeled gravity was interpolated from observed gravity values.
 SR0869
 SR0869;                    North         East    Units  Estimated Accuracy
 SR0869;SPC MT       -   368,270.      590,140.      MT  (+/- 180 meters Scaled)
 SR0869
 SR0869                          SUPERSEDED SURVEY CONTROL
 SR0869
 SR0869  NGVD 29 (??/??/92) 1035.441  (m)         3397.11   (f) ADJ UNCH    2 0
 SR0869
 SR0869.Superseded values are not recommended for survey control.
 SR0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0869.See file dsdata.txt to determine how the superseded data were derived.
 SR0869
 SR0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT029687(NAD 83)
 SR0869_MARKER: DR = REFERENCE MARK DISK
 SR0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0869_STAMPING: CAMEL NO 1 1961
 SR0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0869+STABILITY: SURFACE MOTION
 SR0869
 SR0869  HISTORY     - Date     Condition        Report By
 SR0869  HISTORY     - 1961     MONUMENTED       CGS
 SR0869
 SR0869                          STATION DESCRIPTION
 SR0869
 SR0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0869'13.95 MI W FROM WINIFRED.
 SR0869'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0869'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0869'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0869'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0869'THENCE 2.35 MILES WEST ALONG A GRADED DIRT ROAD, IN SECTION 26, T 21
 SR0869'N, R 16 E, 0.15 MILE SOUTH OF A SHARP CURVE IN THE ROAD, ON THE CREST
 SR0869'OF A HILL OVERLOOKING WOLF CREEK CANYON TO THE WEST, 94 FEET SOUTHWEST
 SR0869'OF THE CENTER LINE OF THE ROAD, 204 FEET SOUTHWEST OF A FENCE, 47.8
 SR0869'FEET EAST OF CAMEL R.M. 2, 28.8 FEET SOUTHEAST OF CAMEL 1961, AND SET
 SR0869'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0868 ***********************************************************************
 SR0868  DESIGNATION -  CAMEL RM 2
 SR0868  PID         -  SR0868
 SR0868  STATE/COUNTY-  MT/FERGUS
 SR0868  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0868
 SR0868                         *CURRENT SURVEY CONTROL
 SR0868  ___________________________________________________________________
 SR0868* NAD 83(1986)-  47 33 51.     (N)    109 37 52.     (W)     SCALED    
 SR0868* NAVD 88     -      1035.454  (meters)    3397.15   (feet)  ADJUSTED  
 SR0868  ___________________________________________________________________
 SR0868  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SR0868  DYNAMIC HT  -        1035.412 (meters)    3397.01  (feet)  COMP
 SR0868  MODELED GRAV-     980,536.0   (mgal)                       NAVD 88
 SR0868
 SR0868  VERT ORDER  -  SECOND    CLASS 0
 SR0868
 SR0868.The horizontal coordinates were scaled from a topographic map and have
 SR0868.an estimated accuracy of +/- 6 seconds.
 SR0868
 SR0868.The orthometric height was determined by differential leveling
 SR0868.and adjusted by the National Geodetic Survey in June 1991..
 SR0868
 SR0868.The geoid height was determined by GEOID03.
 SR0868
 SR0868.The dynamic height is computed by dividing the NAVD 88
 SR0868.geopotential number by the normal gravity value computed on the
 SR0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0868.degrees latitude (g = 980.6199 gals.).
 SR0868
 SR0868.The modeled gravity was interpolated from observed gravity values.
 SR0868
 SR0868;                    North         East    Units  Estimated Accuracy
 SR0868;SPC MT       -   368,270.      590,140.      MT  (+/- 180 meters Scaled)
 SR0868
 SR0868                          SUPERSEDED SURVEY CONTROL
 SR0868
 SR0868  NGVD 29 (??/??/92) 1034.616  (m)         3394.40   (f) ADJ UNCH    2 0
 SR0868
 SR0868.Superseded values are not recommended for survey control.
 SR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0868.See file dsdata.txt to determine how the superseded data were derived.
 SR0868
 SR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT029687(NAD 83)
 SR0868_MARKER: DR = REFERENCE MARK DISK
 SR0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0868_STAMPING: CAMEL NO 2 1961
 SR0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0868+STABILITY: SURFACE MOTION
 SR0868
 SR0868  HISTORY     - Date     Condition        Report By
 SR0868  HISTORY     - 1961     MONUMENTED       CGS
 SR0868
 SR0868                          STATION DESCRIPTION
 SR0868
 SR0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0868'13.95 MI W FROM WINIFRED.
 SR0868'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0868'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0868'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0868'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0868'THENCE 2.35 MILES WEST ALONG A GRADED DIRT ROAD, IN SECTION 26, T 21
 SR0868'N, R 16 E, 0.15 MILE SOUTH OF A SHARP CURVE IN THE ROAD, ON THE CREST
 SR0868'OF A HILL OVERLOOKING WOLF CREEK CAYNON TO THE WEST, 132 FEET
 SR0868'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 175 FEET SOUTHEAST OF A
 SR0868'FENCE, 47.8 FEET WEST OF CAMEL R.M. 1, 37.0 FEET SOUTHWEST OF CAMEL
 SR0868'1961, 41.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 SR0868'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1000 ***********************************************************************
 SU1000  DESIGNATION -  CAMELS HUMP LOOKOUT TOWER
 SU1000  PID         -  SU1000
 SU1000  STATE/COUNTY-  MT/MINERAL
 SU1000  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU1000
 SU1000                         *CURRENT SURVEY CONTROL
 SU1000  ___________________________________________________________________
 SU1000* NAD 83(1992)-  47 20 51.42543(N)    115 09 55.13158(W)     ADJUSTED  
 SU1000* NAVD 88     -                                                        
 SU1000  ___________________________________________________________________
 SU1000  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 SU1000  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU1000
 SU1000  HORZ ORDER  -  THIRD
 SU1000
 SU1000.The horizontal coordinates were established by classical geodetic methods
 SU1000.and adjusted by the National Geodetic Survey in July 1992..
 SU1000
 SU1000
 SU1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1000
 SU1000.The geoid height was determined by GEOID03.
 SU1000
 SU1000;                    North         East     Units Scale Factor Converg.
 SU1000;SPC MT       -   359,665.902   172,547.088   MT  0.99940970   -4 08 39.1
 SU1000;SPC MT       - 1,180,006.24    566,099.37   iFT  0.99940970   -4 08 39.1
 SU1000;UTM  11      - 5,245,426.878   638,573.883   MT  0.99983599   +1 20 58.5
 SU1000
 SU1000                          SUPERSEDED SURVEY CONTROL
 SU1000
 SU1000  NAD 83(1986)-  47 20 51.42662(N)    115 09 55.11886(W) AD(       ) 4
 SU1000  NAD 27      -  47 20 51.69356(N)    115 09 51.59782(W) AD(       ) 3
 SU1000
 SU1000.Superseded values are not recommended for survey control.
 SU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1000.See file dsdata.txt to determine how the superseded data were derived.
 SU1000
 SU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN3857445427(NAD 83)
 SU1000
 SU1000  HISTORY     - Date     Condition        Report By
 SU1000  HISTORY     - 1940     MONUMENTED       CGS
 SU1000
 SU1000                          STATION DESCRIPTION
 SU1000
 SU1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1000'CAMELS HUMP FOREST SERVICE LOOKOUT TOWER IS IN THE CABINET
 SU1000'NATIONAL FOREST, 14-1/2 MILES WSW OF PLAINS, 18 MILES SE OF
 SU1000'THOMPSON FALLS, AND 5 MILES NNW OF ST. REGIS RANGER STATION.
 SU1000'THE TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1584 ***********************************************************************
 SS1584  DESIGNATION -  CAMERON
 SS1584  PID         -  SS1584
 SS1584  STATE/COUNTY-  MT/CASCADE
 SS1584  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS1584
 SS1584                         *CURRENT SURVEY CONTROL
 SS1584  ___________________________________________________________________
 SS1584* NAD 83(1992)-  47 13 08.11952(N)    111 34 23.35377(W)     ADJUSTED  
 SS1584* NAVD 88     -      1203.8    (meters)    3949.     (feet)  VERTCON   
 SS1584  ___________________________________________________________________
 SS1584  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 SS1584  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS1584
 SS1584  HORZ ORDER  -  THIRD
 SS1584
 SS1584.The horizontal coordinates were established by classical geodetic methods
 SS1584.and adjusted by the National Geodetic Survey in July 1992..
 SS1584
 SS1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1584
 SS1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1584
 SS1584.The geoid height was determined by GEOID03.
 SS1584
 SS1584;                    North         East     Units Scale Factor Converg.
 SS1584;SPC MT       -   331,977.693   443,082.103   MT  0.99939910   -1 30 59.5
 SS1584;SPC MT       - 1,089,165.66  1,453,681.44   iFT  0.99939910   -1 30 59.5
 SS1584;UTM  12      - 5,229,651.905   456,604.010   MT  0.99962314   -0 25 14.4
 SS1584
 SS1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1584!SPC MT       -   0.99981346  x   0.99939910  =   0.99921268
 SS1584!UTM  12      -   0.99981346  x   0.99962314  =   0.99943667
 SS1584
 SS1584                          SUPERSEDED SURVEY CONTROL
 SS1584
 SS1584  NAD 83(1986)-  47 13 08.11914(N)    111 34 23.33730(W) AD(       ) 3
 SS1584  NGVD 29 (05/18/92) 1202.9    (m)         3947.     (f) VERT ANG       
 SS1584
 SS1584.Superseded values are not recommended for survey control.
 SS1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1584.See file dsdata.txt to determine how the superseded data were derived.
 SS1584
 SS1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT5660429652(NAD 83)
 SS1584_MARKER: DS = TRIANGULATION STATION DISK
 SS1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1584+STABILITY: SURFACE MOTION
 SS1584
 SS1584  HISTORY     - Date     Condition        Report By
 SS1584  HISTORY     - 1947     MONUMENTED       USGS
 SS1584
 SS1584                          STATION DESCRIPTION
 SS1584
 SS1584'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1584'STATION IS LOCATED 6.0 MI. E. AND 3.5 MI. S. OF CASCADE, MONTANA, ON
 SS1584'SECTION LINE BETWEEN SEC. 14 AND 23, T 17 N, R 1 E, ON SPUR RIDGE OF
 SS1584'PLATEAU.
 SS1584'
 SS1584'TO REACH FROM CASCADE, CROSS MISSOURI RIVER BRIDGE AND CONTINUE 0.2
 SS1584'MI. TO FIRST RD. FORK, TURN RIGHT 1.2 MI. TO T-RD. E., THENCE E. 3.0
 SS1584'MI. TO RIGHT ANGLE TURN IN RD., TURN RIGHT 0.2 MI. TO NEXT T-RD. E.,
 SS1584'TURN LEFT (E.) AND CONTINUE 1.2 MI. TO T-RD. S., TURN RIGHT (S.) AND
 SS1584'CONTINUE 1.9 MI. TO Y-INTERSECTION OF DIM FIELD RD. ON THE LEFT AND
 SS1584'MAIN TRAVELED RD., TURN LEFT AND DRIVE UP RIDGE 1.0 MI. TO TOP OF
 SS1584'PLATEAU.  STATION IS APPROXIMATELY 550.0 FT. N. OF FIELD RD. AND ON
 SS1584'HIGHEST POINT OF RIDGE.  CAN BE REACHED BY CAR.
 SS1584'
 SS1584'STATION RECOVERED BY USGS IN 1948.
 SS1584'
 SS1584'STATION RECOVERED BY USGS IN 1958 - ALL MARKS IN GOOD CONDITION AS
 SS1584'DESCRIBED BY USGS IN 1947.
 SS1584'
 SS1584'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1584'---CAMERON 1947---.
 SS1584'
 SS1584'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT, 82.80
 SS1584'FT. FROM STATION MARK S 87 DEGREES 58 MINUTES E.
 SS1584'
 SS1584'REFERENCE MARK NO. 2--STANDARD TABLET SET IN CONCRETE MONUMENT, 64.90
 SS1584'FT. FROM STATION MARK S 01 DEGREES 44 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0742 ***********************************************************************
 TN0742  DESIGNATION -  CAMP
 TN0742  PID         -  TN0742
 TN0742  STATE/COUNTY-  MT/LINCOLN
 TN0742  USGS QUAD   -  CROWELL MOUNTAIN (1983)
 TN0742
 TN0742                         *CURRENT SURVEY CONTROL
 TN0742  ___________________________________________________________________
 TN0742* NAD 83(1999)-  48 18 19.83281(N)    115 50 41.41147(W)     ADJUSTED  
 TN0742* NAVD 88     -       762.5    (meters)    2502.     (feet)  GPS OBS   
 TN0742  ___________________________________________________________________
 TN0742  X           -  -1,853,121.991 (meters)                     COMP
 TN0742  Y           -  -3,825,723.829 (meters)                     COMP
 TN0742  Z           -   4,740,096.835 (meters)                     COMP
 TN0742  LAPLACE CORR-           8.56  (seconds)                    DEFLEC99
 TN0742  ELLIP HEIGHT-         746.18  (meters)          (04/26/01) GPS OBS
 TN0742  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TN0742
 TN0742  HORZ ORDER  -  B
 TN0742  ELLP ORDER  -  FOURTH    CLASS I
 TN0742
 TN0742.The horizontal coordinates were established by GPS observations
 TN0742.and adjusted by the National Geodetic Survey in April 2001..
 TN0742.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TN0742.DATUM ITEM on the data sheet items page.
 TN0742
 TN0742.The orthometric height was determined by GPS observations and a
 TN0742.high-resolution geoid model.
 TN0742
 TN0742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0742
 TN0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0742
 TN0742.The ellipsoidal height was determined by GPS observations
 TN0742.and is referenced to NAD 83.
 TN0742
 TN0742.The geoid height was determined by GEOID03.
 TN0742
 TN0742;                    North         East     Units Scale Factor Converg.
 TN0742;SPC MT       -   469,699.488   129,996.511   MT  0.99964844   -4 38 28.6
 TN0742;SPC MT       - 1,541,008.82    426,497.74   iFT  0.99964844   -4 38 28.6
 TN0742;UTM  11      - 5,350,902.024   585,659.350   MT  0.99969015   +0 51 45.4
 TN0742
 TN0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0742!SPC MT       -   0.99988307  x   0.99964844  =   0.99953155
 TN0742!UTM  11      -   0.99988307  x   0.99969015  =   0.99957325
 TN0742
 TN0742                          SUPERSEDED SURVEY CONTROL
 TN0742
 TN0742  NAD 83(1992)-  48 18 19.83102(N)    115 50 41.41221(W) AD(       ) B
 TN0742  ELLIP H (03/31/97)  746.31   (m)                       GP(       ) 3 1
 TN0742  NAD 83(1992)-  48 18 19.82828(N)    115 50 41.39516(W) AD(       ) 1
 TN0742  ELLIP H (07/28/92)  746.20   (m)                       GP(       ) 5 1
 TN0742  NAD 83(1986)-  48 18 19.83989(N)    115 50 41.40197(W) AD(       ) 1
 TN0742  NGVD 29 (11/20/87)  761.3    (m)         2498.     (f) GPS OBS        
 TN0742
 TN0742.Superseded values are not recommended for survey control.
 TN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0742.See file dsdata.txt to determine how the superseded data were derived.
 TN0742
 TN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8565950902(NAD 83)
 TN0742_MARKER: DS = TRIANGULATION STATION DISK
 TN0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0742_STAMPING: CAMP 1986
 TN0742_MARK LOGO: NGS   
 TN0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0742+STABILITY: SURFACE MOTION
 TN0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0742+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1997
 TN0742
 TN0742  HISTORY     - Date     Condition        Report By
 TN0742  HISTORY     - 1986     MONUMENTED       NGS
 TN0742  HISTORY     - 19970105 GOOD             MTDOT
 TN0742
 TN0742                          STATION DESCRIPTION
 TN0742
 TN0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0742'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 56
 TN0742'ABOUT 17.6 KM (11.0 MI) SOUTH OF TROY AND ON HIGHWAY PROPERTY.
 TN0742'
 TN0742'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TN0742'HIGHWAY 56, WHICH IS 4.8 KM (3.0 MI) EAST OF TROY, GO SOUTH ON
 TN0742'STATE HIGHWAY 56 FOR 15.6 KM (9.75 MI) TO THE LITTLE JOE TAVERN ON
 TN0742'THE LEFT.  CONTINUE SOUTH ON HIGHWAY 56 FOR 0.56 KM (0.35 MI) TO
 TN0742'THE AZIMUTH MARK ON THE RIGHT AT THE ASARCO ROAD.  CONTINUE SOUTH
 TN0742'ON HIGHWAY 56 FOR 1.2 KM (0.75 MI) TO THE STATION ON THE LEFT.
 TN0742'
 TN0742'STATION MARK, STAMPED---CAMP 1986---, IS A STANDARD DISK SET IN THE
 TN0742'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 11.6 KM
 TN0742'(38.1 FT) EAST OF THE CENTER OF THE HIGHWAY, 28.7 METERS (94.2 FT)
 TN0742'SOUTH OF THE CENTER OF A LOGGING ROAD AND 0.9 METER (2.9 FT) NORTH
 TN0742'OF A WITNESS POST.
 TN0742'
 TN0742'THE AZIMUTH MARK, STAMPED---CAMP 1986---, IS A STANDARD DISK SET
 TN0742'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TN0742'41.0 METERS (134 FT) NORTH OF THE CENTER OF ASARCO ROAD, 13.7
 TN0742'METERS (45.0 FT) NORTHEAST OF A POWER POLE, 7.7 METERS (25.2 FT)
 TN0742'WEST OF THE CENTER OF THE HIGHWAY AND 0.8 METER (2.6 FT) EAST OF A
 TN0742'WITNESS POST.
 TN0742'
 TN0742'THE STATION IS A GPS STATION AND NO REFERENCE MARKS WERE SET.
 TN0742
 TN0742                          STATION RECOVERY (1997)
 TN0742
 TN0742'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TN0742'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0743 ***********************************************************************
 TN0743  DESIGNATION -  CAMP AZ MK
 TN0743  PID         -  TN0743
 TN0743  STATE/COUNTY-  MT/LINCOLN
 TN0743  USGS QUAD   -  CROWELL MOUNTAIN (1983)
 TN0743
 TN0743                         *CURRENT SURVEY CONTROL
 TN0743  ___________________________________________________________________
 TN0743* NAD 83(1992)-  48 18 58.20016(N)    115 50 37.11920(W)     ADJUSTED  
 TN0743* NAVD 88     -       756.7    (meters)    2483.     (feet)  VERTCON   
 TN0743  ___________________________________________________________________
 TN0743  LAPLACE CORR-           8.33  (seconds)                    DEFLEC99
 TN0743  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TN0743
 TN0743  HORZ ORDER  -  SECOND
 TN0743
 TN0743.The horizontal coordinates were established by classical geodetic methods
 TN0743.and adjusted by the National Geodetic Survey in July 1992..
 TN0743.No horizontal observational check was made to the station.
 TN0743
 TN0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0743
 TN0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0743
 TN0743.The geoid height was determined by GEOID03.
 TN0743
 TN0743;                    North         East     Units Scale Factor Converg.
 TN0743;SPC MT       -   470,873.123   130,180.481   MT  0.99965269   -4 38 25.4
 TN0743;SPC MT       - 1,544,859.33    427,101.32   iFT  0.99965269   -4 38 25.4
 TN0743;UTM  11      - 5,352,087.940   585,729.905   MT  0.99969030   +0 51 49.1
 TN0743
 TN0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0743!SPC MT       -   0.99988396  x   0.99965269  =   0.99953669
 TN0743!UTM  11      -   0.99988396  x   0.99969030  =   0.99957430
 TN0743
 TN0743                          SUPERSEDED SURVEY CONTROL
 TN0743
 TN0743  NAD 83(1986)-  48 18 58.21186(N)    115 50 37.12774(W) AD(       ) 2
 TN0743  NGVD 29 (11/20/87)  755.5    (m)         2479.     (f) VERT ANG       
 TN0743
 TN0743.Superseded values are not recommended for survey control.
 TN0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0743.See file dsdata.txt to determine how the superseded data were derived.
 TN0743
 TN0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8573052088(NAD 83)
 TN0743_MARKER: DZ = AZIMUTH MARK DISK
 TN0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0743_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0743+STABILITY: SURFACE MOTION
 TN0743
 TN0743  HISTORY     - Date     Condition        Report By
 TN0743  HISTORY     - 1986     MONUMENTED       NGS
 TN0743
 TN0743                          STATION DESCRIPTION
 TN0743
 TN0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0743'THE STATION IS LOCATED ALONG THE WEST EDGE OF STATE HIGHWAY 56 AND
 TN0743'ABOUT 16 KM (10 MI) SOUTH OF TROY.
 TN0743'
 TN0743'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 56,
 TN0743'WHICH IS 4.8 KM (3.0 MI) EAST OF TROY, GO SOUTH ON STATE HIGHWAY 56
 TN0743'FOR 15.6 KM (9.75 MI) TO THE LITTLE JOE SALOON ON THE LEFT, CONTINUE
 TN0743'SOUTH ON STATE HIGHWAY 56 FOR 0.56 KM (0.35 MI) TO THE MARK ON THE
 TN0743'RIGHT AT THE ASARCO COMPANY ROAD.
 TN0743'
 TN0743'AZIMUTH MARK, STAMPED---CAMP 1986---, IS A STANDARD DISK SET IN THE
 TN0743'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 41.0
 TN0743'METERS (134 FT) NORTH OF THE CENTER OF ASARCO ROAD, 13.7 METERS
 TN0743'(45.0 FT) NORTHEAST OF A POWER POLE, 7.7 METERS (25.2 FT) WEST OF
 TN0743'THE CENTER OF THE HIGHWAY AND 0.8 METER (2.6 FT) EAST OF A WITNESS
 TN0743'POST.
 TN0743'
 TN0743'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0361 ***********************************************************************
 QV0361  DESIGNATION -  CAMPBELL
 QV0361  PID         -  QV0361
 QV0361  STATE/COUNTY-  MT/BIG HORN
 QV0361  USGS QUAD   -  CAMP FOUR (1969)
 QV0361
 QV0361                         *CURRENT SURVEY CONTROL
 QV0361  ___________________________________________________________________
 QV0361* NAD 83(1993)-  45 25 13.88599(N)    107 52 42.27522(W)     ADJUSTED  
 QV0361* NAVD 88     -      1111.2    (meters)    3646.     (feet)  VERTCON   
 QV0361  ___________________________________________________________________
 QV0361  LAPLACE CORR-         -10.64  (seconds)                    DEFLEC99
 QV0361  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 QV0361
 QV0361  HORZ ORDER  -  SECOND
 QV0361
 QV0361.The horizontal coordinates were established by classical geodetic methods
 QV0361.and adjusted by the National Geodetic Survey in January 1997..
 QV0361
 QV0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0361
 QV0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0361
 QV0361.The geoid height was determined by GEOID03.
 QV0361
 QV0361;                    North         East     Units Scale Factor Converg.
 QV0361;SPC MT       -   131,407.642   726,880.740   MT  0.99977361   +1 11 10.3
 QV0361;SPC MT       -   431,127.43  2,384,779.33   iFT  0.99977361   +1 11 10.3
 QV0361;UTM  13      - 5,033,697.808   274,804.162   MT  1.00022356   -2 03 03.9
 QV0361
 QV0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0361!SPC MT       -   0.99982792  x   0.99977361  =   0.99960157
 QV0361!UTM  13      -   0.99982792  x   1.00022356  =   1.00005145
 QV0361
 QV0361|---------------------------------------------------------------------|
 QV0361| PID    Reference Object                     Distance      Geod. Az  |
 QV0361|                                                           dddmmss.s |
 QV0361| CQ5235 CAMPBELL RM 1                        14.465 METERS 04936     |
 QV0361| CQ5236 CAMPBELL RM 2                        17.505 METERS 23823     |
 QV0361| CQ5234 CAMPBELL AZ MK                                     2391518.5 |
 QV0361|---------------------------------------------------------------------|
 QV0361
 QV0361                          SUPERSEDED SURVEY CONTROL
 QV0361
 QV0361  NAD 83(1992)-  45 25 13.88173(N)    107 52 42.26853(W) AD(       ) 2
 QV0361  NAD 83(1986)-  45 25 13.87937(N)    107 52 42.26137(W) AD(       ) 2
 QV0361  NAD 27      -  45 25 14.02500(N)    107 52 39.86580(W) AD(       ) 2
 QV0361  NGVD 29 (07/19/86) 1110.4    (m)         3643.     (f) VERT ANG       
 QV0361
 QV0361.Superseded values are not recommended for survey control.
 QV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0361.See file dsdata.txt to determine how the superseded data were derived.
 QV0361
 QV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL7480433698(NAD 83)
 QV0361_MARKER: DS = TRIANGULATION STATION DISK
 QV0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0361
 QV0361  HISTORY     - Date     Condition        Report By
 QV0361  HISTORY     - 1957     MONUMENTED       CGS
 QV0361
 QV0361                          STATION DESCRIPTION
 QV0361
 QV0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0361'THE STATION IS ON THE CROW INDIAN RESERVATION, ABOUT 7 MILES
 QV0361'WEST AND 3 MILES SOUTH OF ST. XAVIER AND 1 MILE NORTHEAST OF
 QV0361'THE HEADQUARTERS FOR THE CAMPBELL RANCH.
 QV0361'
 QV0361'TO REACH THE STATION FROM THE DEPOT IN CROW AGENCY, GO NORTH
 QV0361'ON U.S. HIGHWAY 87 FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT,
 QV0361'TURN LEFT ON THE SIDE ROAD AND GO WESTERLY ON THE MAIN ROAD
 QV0361'FOR 9.9 MILES TO THE JUNCTION OF A MACADAM ROAD, TURN RIGHT
 QV0361'ON THE MACADAM ROAD AND GO NORTHERLY FOR 1.25 MILES TO THE
 QV0361'CENTER OF THE BRIDGE OVER THE BIG HORN RIVER, CONTINUE FOR 0.45
 QV0361'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD
 QV0361'AND GO SOUTHERLY FOR 0.1 MILE TO A CATTLE GUARD, CONTINUE
 QV0361'SOUTHERLY FOR 16.8 MILES ON THE MAIN TRAVELED ROAD TO A FORK,
 QV0361'TAKE THE LEFT ROAD AND CONTINUE SOUTHERLY FOR 6.3 MILES TO
 QV0361'THE TOP OF GRADE, CONTINUE FOR 0.2 MILE TO THE STATION ON
 QV0361'THE RIGHT, CONTINUE SOUTHWEST FOR 0.55 MILE TO THE AZIMUTH
 QV0361'MARK ON THE RIGHT.
 QV0361'
 QV0361'THE STATION MARKS ARE STANDARD DISKS, STAMPED CAMPBELL 1957.
 QV0361'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE,
 QV0361'CONCRETE POST PROJECTING 6 INCHES.  IT IS 92 FEET NORTHWEST
 QV0361'OF THE CENTER OF A DIAGONAL CROSS ROAD AND 19 FEET NORTHEAST OF
 QV0361'A FENCE POST WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE.  THE
 QV0361'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 QV0361'INCHES BELOW THE GROUND SURFACE.
 QV0361'
 QV0361'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMPBELL NO 1
 QV0361'1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 QV0361'PROJECTING 4 INCHES.  IT IS 62 FEET NORTHWEST OF THE CENTER
 QV0361'OF THE GRADED ROAD.
 QV0361'
 QV0361'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMPBELL NO 2
 QV0361'1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 QV0361'4 INCHES.  IT IS 61 FEET NORTHWEST OF THE CENTER OF THE GRADED
 QV0361'ROAD.
 QV0361'
 QV0361'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMPBELL 1957,
 QV0361'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 QV0361'4 INCHES.  IT IS 79 FEET NORTHWEST OF THE CENTER OF THE GRADED
 QV0361'ROAD, 42 FEET NORTHEAST OF THE CENTER OF A GATE AND 1 FOOT
 QV0361'SOUTHEAST OF A FENCE.  A WITNESS POST WAS SET 1 FOOT SOUTHWEST
 QV0361'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0554 ***********************************************************************
 RW0554  DESIGNATION -  CAMPBELL
 RW0554  PID         -  RW0554
 RW0554  STATE/COUNTY-  MT/MEAGHER
 RW0554  USGS QUAD   -  B K RANCH (1962)
 RW0554
 RW0554                         *CURRENT SURVEY CONTROL
 RW0554  ___________________________________________________________________
 RW0554* NAD 83(1992)-  46 54 25.20845(N)    111 30 13.76757(W)     ADJUSTED  
 RW0554* NAVD 88     -      2164.3    (meters)    7101.     (feet)  VERTCON   
 RW0554  ___________________________________________________________________
 RW0554  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 RW0554  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 RW0554
 RW0554  HORZ ORDER  -  THIRD
 RW0554
 RW0554.The horizontal coordinates were established by classical geodetic methods
 RW0554.and adjusted by the National Geodetic Survey in July 1992..
 RW0554
 RW0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0554
 RW0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0554
 RW0554.The geoid height was determined by GEOID03.
 RW0554
 RW0554;                    North         East     Units Scale Factor Converg.
 RW0554;SPC MT       -   297,196.703   447,442.012   MT  0.99939433   -1 27 56.9
 RW0554;SPC MT       -   975,054.80  1,467,985.60   iFT  0.99939433   -1 27 56.9
 RW0554;UTM  12      - 5,194,952.897   461,630.087   MT  0.99961809   -0 22 04.5
 RW0554
 RW0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0554!SPC MT       -   0.99966275  x   0.99939433  =   0.99905728
 RW0554!UTM  12      -   0.99966275  x   0.99961809  =   0.99928097
 RW0554
 RW0554                          SUPERSEDED SURVEY CONTROL
 RW0554
 RW0554  NAD 83(1986)-  46 54 25.20853(N)    111 30 13.75536(W) AD(       ) 3
 RW0554  NGVD 29 (06/12/92) 2163.2    (m)         7097.     (f) VERT ANG       
 RW0554
 RW0554.Superseded values are not recommended for survey control.
 RW0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0554.See file dsdata.txt to determine how the superseded data were derived.
 RW0554
 RW0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS6163094953(NAD 83)
 RW0554_MARKER: DD = SURVEY DISK
 RW0554_SETTING: 80 = SET IN A BOULDER
 RW0554_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RW0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0554+STABILITY: SURFACE MOTION
 RW0554
 RW0554  HISTORY     - Date     Condition        Report By
 RW0554  HISTORY     - 1941     MONUMENTED       USFS
 RW0554  HISTORY     - 1966     GOOD             USGS
 RW0554
 RW0554                          STATION DESCRIPTION
 RW0554
 RW0554'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RW0554'RECOVERED AND REDESCRIBED AS FOLLOWS
 RW0554'
 RW0554'STATION LOCATED ABOUT 24 MI. S. AND 9 MI. E. OF CASCADE, MONTANA, NEAR
 RW0554'THE S. BOUNDARY OF SEC. 32, T 14 N, R 2 E AND ON TOP OF ELK RIDGE.
 RW0554'
 RW0554'TO REACH FROM CASCADE, PROCEED E. ON PAVED COUNTY ROAD 6.3 MI. TO
 RW0554'T-RD. S.  GO S. ON ADEL ROAD 22.6 MI. TO ENTRANCE TO GEORGE HOLLAND
 RW0554'RANCH.  TURN LEFT 4.0 MI. TO RANCH HOUSE.  GO THRU RANCH YARD AND
 RW0554'CONTINUE SE. ON MAIN TRAVELED RD. 5.0 MI. TO Y-RD. AT IRRIGATION
 RW0554'DITCH.  TURN RIGHT CROSSING DITCH 1.8 MI. TO SMALL CABIN.  BY JEEP
 RW0554'CONTINUE BY TRAIL RD. UP STEEP RIDGE 1.0 MI. TO GATE.  TURN LEFT
 RW0554'ALONG N. SIDE OF FENCE, THENCE S. TO TOP OF ELK RIDGE.  CONTINUE E.
 RW0554'ON ELK RIDGE FOR 2.0 MI. FROM THE GATE TO STATION ON TOP OF RIDGE
 RW0554'AND IN SCATTERED TIMBER.
 RW0554'
 RW0554'STATION MARK--STANDARD USFS TABLET CEMENTED IN A DRILL HOLE IN A
 RW0554'BOULDER FLUSH AND STAMPED---CAMPBELL 1941---.
 RW0554'
 RW0554'REFERENCE MARK--DRILL HOLE IN OUTCROPPING BOULDER 19.11 FT. FROM
 RW0554'STATION, S 76 DEG 29 MIN W, (ADDED BY USGS IN 1958).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1005 ***********************************************************************
 TM1005  DESIGNATION -  CAMPBELL 1
 TM1005  PID         -  TM1005
 TM1005  STATE/COUNTY-  MT/GLACIER
 TM1005  USGS QUAD   -  PORCUPINE RIDGE (1968)
 TM1005
 TM1005                         *CURRENT SURVEY CONTROL
 TM1005  ___________________________________________________________________
 TM1005* NAD 83(1992)-  48 58 54.11304(N)    113 55 51.52458(W)     ADJUSTED  
 TM1005* NAVD 88     -      2445.     (meters)    8022.     (feet)  SCALED    
 TM1005  ___________________________________________________________________
 TM1005  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 TM1005  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 TM1005
 TM1005  HORZ ORDER  -  THIRD
 TM1005
 TM1005.The horizontal coordinates were established by classical geodetic methods
 TM1005.and adjusted by the National Geodetic Survey in July 1992..
 TM1005
 TM1005.The orthometric height was scaled from a topographic map.
 TM1005
 TM1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1005
 TM1005.The geoid height was determined by GEOID03.
 TM1005
 TM1005;                    North         East     Units Scale Factor Converg.
 TM1005;SPC MT       -   535,003.828   275,835.143   MT  0.99998879   -3 14 28.6
 TM1005;SPC MT       - 1,755,261.90    904,970.94   iFT  0.99998879   -3 14 28.6
 TM1005;UTM  12      - 5,429,561.358   285,555.136   MT  1.00016497   -2 12 44.1
 TM1005;UTM  11      - 5,429,960.671   724,543.385   MT  1.00021944   +2 18 59.5
 TM1005
 TM1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1005!SPC MT       -   0.99961932  x   0.99998879  =   0.99960811
 TM1005!UTM  12      -   0.99961932  x   1.00016497  =   0.99978423
 TM1005!UTM  11      -   0.99961932  x   1.00021944  =   0.99983868
 TM1005
 TM1005:                Primary Azimuth Mark                     Grid Az
 TM1005:SPC MT       -  CAMPBELL SW                              236 12 35.3
 TM1005:UTM  12      -  CAMPBELL SW                              235 10 50.8
 TM1005:UTM  11      -  CAMPBELL SW                              230 39 07.2
 TM1005
 TM1005|---------------------------------------------------------------------|
 TM1005| PID    Reference Object                     Distance      Geod. Az  |
 TM1005|                                                           dddmmss.s |
 TM1005| TM1006 CAMPBELL SW                         APPROX. 0.7 KM 2325806.7 |
 TM1005|---------------------------------------------------------------------|
 TM1005
 TM1005                          SUPERSEDED SURVEY CONTROL
 TM1005
 TM1005  NAD 83(1986)-  48 58 54.12425(N)    113 55 51.51783(W) AD(       ) 3
 TM1005
 TM1005.Superseded values are not recommended for survey control.
 TM1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1005.See file dsdata.txt to determine how the superseded data were derived.
 TM1005
 TM1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV8555529561(NAD 83)
 TM1005_MARKER: 72 = CAIRN
 TM1005
 TM1005  HISTORY     - Date     Condition        Report By
 TM1005  HISTORY     - 1909     FIRST OBSERVED   IBC
 TM1005
 TM1005                          STATION DESCRIPTION
 TM1005
 TM1005'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM1005'ABOUT 1-1/4 MILES SOUTH OF THE INTERNATIONAL BOUNDARY AND 1-1/2 MILES
 TM1005'WEST OF WATERTON LAKE, ON THE SUMMIT OF THE HIGH KNOB ON THE NORTH -
 TM1005'EAST SPUR OF MOUNT CAMPBELL AND ABOUT ONE - HALF MILE DISTANT FROM
 TM1005'THE HIGHEST PEAK OF THE MOUNTAIN.
 TM1005'
 TM1005'STATION MARK--A CAIRN.  NO CENTER MARK IS RECORDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0883 ***********************************************************************
 TN0883  DESIGNATION -  CAMPBELL RESET
 TN0883  PID         -  TN0883
 TN0883  STATE/COUNTY-  MT/LINCOLN
 TN0883  USGS QUAD   -  REXFORD (1983)
 TN0883
 TN0883                         *CURRENT SURVEY CONTROL
 TN0883  ___________________________________________________________________
 TN0883* NAD 83(1992)-  48 57 39.88019(N)    115 09 13.82443(W)     ADJUSTED  
 TN0883* NAVD 88     -       770.4    (meters)    2528.     (feet)  VERTCON   
 TN0883  ___________________________________________________________________
 TN0883  X           -  -1,783,594.008 (meters)                     COMP
 TN0883  Y           -  -3,798,270.072 (meters)                     COMP
 TN0883  Z           -   4,788,287.138 (meters)                     COMP
 TN0883  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 TN0883  ELLIP HEIGHT-         754.72  (meters)          (07/28/92) GPS OBS
 TN0883  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TN0883
 TN0883  HORZ ORDER  -  FIRST
 TN0883  ELLP ORDER  -  FIFTH     CLASS I
 TN0883
 TN0883.The horizontal coordinates were established by classical geodetic methods
 TN0883.and adjusted by the National Geodetic Survey in July 1992..
 TN0883
 TN0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0883
 TN0883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0883
 TN0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0883
 TN0883.The ellipsoidal height was determined by GPS observations
 TN0883.and is referenced to NAD 83.
 TN0883
 TN0883.The geoid height was determined by GEOID03.
 TN0883
 TN0883;                    North         East     Units Scale Factor Converg.
 TN0883;SPC MT       -   538,475.095   186,345.376   MT  0.99997628   -4 08 08.9
 TN0883;SPC MT       - 1,766,650.57    611,369.34   iFT  0.99997628   -4 08 08.9
 TN0883;UTM  11      - 5,424,771.397   635,134.784   MT  0.99982434   +1 23 33.7
 TN0883
 TN0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0883!SPC MT       -   0.99988174  x   0.99997628  =   0.99985802
 TN0883!UTM  11      -   0.99988174  x   0.99982434  =   0.99970610
 TN0883
 TN0883|---------------------------------------------------------------------|
 TN0883| PID    Reference Object                     Distance      Geod. Az  |
 TN0883|                                                           dddmmss.s |
 TN0883| CH6602 CAMPBELL RM 1                        90.809 METERS 17836     |
 TN0883| CH6603 CAMPBELL RM 2                        17.017 METERS 27137     |
 TN0883| TN0885 TOOLEY                              APPROX. 2.3 KM 3022648.8 |
 TN0883|---------------------------------------------------------------------|
 TN0883
 TN0883                          SUPERSEDED SURVEY CONTROL
 TN0883
 TN0883  NAD 83(1986)-  48 57 39.88927(N)    115 09 13.82452(W) AD(       ) 1
 TN0883  NAD 27      -  48 57 40.01733(N)    115 09 10.20859(W) AD(       ) 1
 TN0883  NGVD 29 (08/25/89)  769.2    (m)         2524.     (f) VERT ANG       
 TN0883
 TN0883.Superseded values are not recommended for survey control.
 TN0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0883.See file dsdata.txt to determine how the superseded data were derived.
 TN0883
 TN0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3513524771(NAD 83)
 TN0883_MARKER: DH = HORIZONTAL CONTROL DISK
 TN0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0883_SP_SET: SQUARE CONCRETE MONUMENT
 TN0883_STAMPING: B.S. CAMPBELL 1903 1924
 TN0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0883+STABILITY: SURFACE MOTION
 TN0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0883+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 TN0883
 TN0883  HISTORY     - Date     Condition        Report By
 TN0883  HISTORY     - 1924     MONUMENTED       CGS
 TN0883  HISTORY     - 1934     GOOD             IBC
 TN0883  HISTORY     - 1947     GOOD             CGS
 TN0883  HISTORY     - 1955     GOOD             CGS
 TN0883  HISTORY     - 1960     GOOD             CGS
 TN0883  HISTORY     - 1963     GOOD             USGS
 TN0883  HISTORY     - 1970     GOOD             NGS
 TN0883  HISTORY     - 19860912 GOOD
 TN0883  HISTORY     - 19880725 GOOD             NGS
 TN0883  HISTORY     - 19910820 GOOD             NGS
 TN0883
 TN0883                          STATION DESCRIPTION
 TN0883
 TN0883'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1934
 TN0883'ABOUT 3 MILES SOUTH OF GATEWAY, MONTANA, ON THE EAST SIDE OF
 TN0883'THE KOOTENAI RIVER AND ABOUT THREE-FOURTHS MILE EAST OF THE
 TN0883'GATEWAY-EUREKA.  THE STATION IS ON THE NORTH END OF A SPARSELY
 TN0883'WOODED RIDGE THAT RISES ABOUT 100 FEET ABOVE THE VALLEY.
 TN0883'IT IS ABOUT 125 METERS NORTH OF THE NORTH FENCE LINE OF THE
 TN0883'CLOUGH RANCH, WHICH CROSSES THE RIDGE NEAR ITS CREST.
 TN0883'
 TN0883'STATION MARK--A DRILL HOLE IN THE TOP OF A GRANITE POST 6 BY 6
 TN0883'BY 48 INCHES, THE UPPER 6 INCHES DRESSED.  THE POST IS SET IN
 TN0883'THE GROUND TO A DEPTH OF 40 INCHES, LEAVING 8 INCHES PROJECTING
 TN0883'ABOVE THE SURFACE.  THE LETTERS U.S.C.B. ARE CUT IN THE CORNERS
 TN0883'OF THE TOP OF THE POST.  IN 1924 THE U.S. COAST AND GEODETIC
 TN0883'SURVEY SET ONE OF THEIR STANDARD BRONZE-DISK STATION MARKS
 TN0883'IN THE DRILL HOLE IN THE TOP OF THE POST AND SET ONE OF THEIR
 TN0883'STANDARD BRONZE-DISK REFERENCE MARKS, WITH THE ARROW POINTING
 TN0883'TOWARD THE STATION, IN A SQUARE BLOCK OF CONCRETE 90.70
 TN0883'METERS FROM THE STATION S 1 DEG 23 MIN E.
 TN0883
 TN0883                          STATION RECOVERY (1947)
 TN0883
 TN0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 TN0883'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TN0883'AND AS DESCRIBED BY THE INTERNATIONAL BOUNDARY COMMISSION.
 TN0883'
 TN0883'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA, GO N ON
 TN0883'U.S. HIGHWAY 93 AND STATE HIGHWAY 37 FOR 1.8 MILES, TURN LEFT
 TN0883'ON STATE HIGHWAY AND GO W FOR 5.75 MILES TO A GRAVEL ROAD
 TN0883'RIGHT AT THE FOOT OF A LONG HILL AND JUST BEFORE REACHING A
 TN0883'BRIDGE.  TURN RIGHT AND FOLLOW GRAVEL ROAD 3.45 MILES TO TOP
 TN0883'OF SMALL HILL AND AN OLD FENCE LINE TO THE E.  FOLLOW ALONG
 TN0883'FENCE LINE TO EDGE OF WOODS TO END OF TRUCK TRAVEL.  PACK
 TN0883'ALONG FENCE TO TOP OF RIDGE, THEN N ALONG TOP OF RIDGE TO
 TN0883'THE EXTREME N END AND STATION.  STATION IS NOT ON THE HIGHEST
 TN0883'PART OF THE RIDGE.  ABOUT A 20-MINUTE PACK.
 TN0883
 TN0883                          STATION RECOVERY (1955)
 TN0883
 TN0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 TN0883'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 TN0883'BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH
 TN0883'THE EXCEPTION OF THE TO REACH THE STATION
 TN0883'
 TN0883'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA, GO NORTH
 TN0883'ON U.S. HIGHWAY 93 FOR 1.8 MILES TO THE JUNCTION OF STATE
 TN0883'HIGHWAY 37, TURN LEFT ON STATE HIGHWAY 37 AND GO WEST FOR 5.75
 TN0883'MILES TO A GRAVEL ROAD RIGHT AT THE FOOT OF A LONG HILL AND
 TN0883'JUST BEFORE REACHING A BRIDGE, TURN RIGHT AND FOLLOW GRAVEL
 TN0883'ROAD FOR 3.45 MILES TO A HIGH BANK ON RIGHT AND AN EAST-WEST
 TN0883'FENCELINE AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK EAST
 TN0883'ALONG THE EAST-WEST FENCELINE TO TOP OF RIDGE, THENCE NORTH
 TN0883'ALONG THE TOP OF RIDGE TO THE EXTREME NORTH END OF RIDGE AND
 TN0883'STATION.  STATION IS NOT ON THE HIGHEST PART OF THE RIDGE.
 TN0883'ABOUT 25 MINUTE PACK.
 TN0883
 TN0883                          STATION RECOVERY (1960)
 TN0883
 TN0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0883'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 TN0883'IN GOOD CONDITION.  THIS PARTY ESTABLISHED REFERENCE MARK 2.
 TN0883'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 TN0883'
 TN0883'THE STATION IS ON A LOW TIMBER COVERED NORTH-SOUTH RIDGE, ABOUT
 TN0883'5 MILES NORTH AND 4-1/2 MILES WEST OF EUREKA, 2-1/2 MILES
 TN0883'SOUTH OF THE CANADA-UNITED STATES BOUNDARY, 1 MILE WEST OF
 TN0883'SOPHIE LAKE AND NEAR THE NORTHEAST CORNER OF SECTION 19, T 37 N,
 TN0883'R 27 W.
 TN0883'
 TN0883'TO REACH FROM THE POST OFFICE IN EUREKA, GO NORTH ON U.S.
 TN0883'HIGHWAY 93 FOR 1.6 MILES TO THE INTERSECTION OF STATE HIGHWAY
 TN0883'37, TURN LEFT, WEST, ON STATE HIGHWAY 37 FOR 5.6 MILES TO
 TN0883'A SIDE ROAD RIGHT JUST BEFORE REACHING A BRIDGE, TURN RIGHT,
 TN0883'NORTHERLY ON GRAVEL ROAD FOR 2.6 MILES TO A SIDE ROAD RIGHT AT
 TN0883'SIGN RALPH JOHNSON, TURN RIGHT, EASTERLY ON GRADED ROAD FOR
 TN0883'0.5 MILE TO A LOG HOUSE ON THE RIGHT AND A WIRE GATE ON THE
 TN0883'LEFT, TURN LEFT, PASS THROUGH WIRE GATE, NORTHERLY ON TRACK
 TN0883'ROAD UP STEEP HILL FOR 0.4 MILE TO A WIRE GATE, PASS THROUGH
 TN0883'GATE AND TURN SHARP LEFT, WESTERLY ON DIM TRACK ROAD FOR
 TN0883'0.2 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.15 MILE TO A
 TN0883'SMALL MEADOW AND A FENCE ON THE RIGHT, CONTINUE NORTH ALONG
 TN0883'RIGHT SIDE OF MEADOW FOR 0.1 MILE TO A DIM FORK, TAKE THE
 TN0883'LEFT FORK, NORTHERLY ON DIM TRACK ROAD FOR 0.2 MILE TO A
 TN0883'TRIANGLE BLAZE ON A SMALL PINE TREE.  FROM HERE PACK ALONG
 TN0883'TOP OF LOW RIDGE FOR ABOUT 50 YARDS TO AN EAST-WEST
 TN0883'FENCELINE, CROSS FENCE AND CONTINUE ALONG TOP OF RIDGE FOR
 TN0883'ABOUT 30 YARDS TO THE HIGHEST POINT OF RIDGE AND REFERENCE
 TN0883'MARK 1, CONTINUE DOWN THE RIDGE TO AN 18 INCH PINE TREE
 TN0883'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND STATION.
 TN0883'
 TN0883'STATION MARK IS A STANDARD DISK, STAMPED CAMPBELL BS 1903 1924,
 TN0883'CEMENTED IN A DRILL HOLE IN A 6 INCH SQUARE GRANITE POST
 TN0883'PROJECTING 10 INCHES.  IT IS 430 FEET NORTH OF THE EAST-WEST
 TN0883'FENCELINE, 104 FEET NORTHWEST OF THE TRIANGLE BLAZED TREE
 TN0883'AND IS ABOUT 25 FEET LOWER THAN REFERENCE MARK 1.
 TN0883'
 TN0883'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMPBELL BS
 TN0883'1903 1924, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 TN0883'FLUSH WITH THE GROUND.  IT IS 199 FEET SOUTH OF THE TRIANGLE
 TN0883'BLAZED TREE AND 138 FEET NORTH OF THE EAST-WEST FENCELINE.
 TN0883'
 TN0883'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMPBELL BS
 TN0883'NO 2 1903 1924, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 TN0883'POST PROJECTING 8 INCHES.  IT IS 130 FEET NORTHWEST OF THE
 TN0883'TRIANGLE BLAZED TREE AND IS ABOUT 5 FEET LOWER THAN THE STATION.
 TN0883'
 TN0883'TRIANGULATION STATION BUTTS CAN BE USED FOR AN AZIMUTH MARK.
 TN0883
 TN0883                          STATION RECOVERY (1963)
 TN0883
 TN0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (TCB)
 TN0883'STATION MARK- STANDARD USC AND GS DISK SET IN DRILL HOLE IN TOP OF
 TN0883'CONCRETE POST.
 TN0883
 TN0883                          STATION RECOVERY (1970)
 TN0883
 TN0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TN0883'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.
 TN0883'DISTANCE GIVEN ABOVE FOR R.M. 1 IS THE 1960 MEASUREMENT (NO
 TN0883'ATTEMPT WAS MADE TO REMEASURE THE MARK).  DISTANCE TO R.M. 2
 TN0883'MEASURED 0.027 METER SHORTER THAN IN 1960.  THE ANGLE BETWEEN
 TN0883'THE MARKS CHECKS 1 MINUTE 15 SECONDS, AND IT IS VERY DOUBTFUL
 TN0883'ANY OF THE MARKS HAVE BEEN DISTRUBED.  1970 MEASUREMENT TO
 TN0883'R.M. 2 WAS MADE BY ONE MAN, BUT IS BELIEVED TO BE REASONABLY
 TN0883'ACCURATE.
 TN0883'
 TN0883'THE STATION IS 7 MILES NORTHWEST OF EUREKA, 2-1/2 MILES SOUTH
 TN0883'OF THE CANADIAN BORDER, ON THE EAST SIDE OF THE RESERVOIR
 TN0883'BEHIND LIBBY DAM, ON THE NORTH END OF THE RIDGE AT THE POINT
 TN0883'WHERE THE LAKESHORE TURNS FROM NORTH TO NORTHEAST AND NEAR THE
 TN0883'NORTHEAST CORNER OF SECTION 19, T 37 N, R 27 W.
 TN0883'
 TN0883'REACHED FROM THE CAMP GROUND AT THE SOUTHWEST END OF SOHPIE
 TN0883'LAKE BY GOING NORTHWESTERLY ON THE GRAVEL ROAD FOR 0.55 MILE
 TN0883'TO A GATE ON THE SUMMIT OF A HILL, TURN LEFT THROUGH THE GATE
 TN0883'AND FOLLOW THE TRACK ROAD SOUTHWESTERLY 0.3 MILE TO THE EDGE OF
 TN0883'A GRASSY HILL, CONTINUE WEST 0.2 MILE TO THE EDGE OF A RAVINE,
 TN0883'CONTINUE ON TRACK ROAD 0.25 MILE (THROUGH THE RAVINE AND OVER
 TN0883'A BARE HILL) TO THE NORTHWEST CORNER OF A CLEARING.  FOLLOW
 TN0883'THE WOODS ROAD GENERALLY WESTERLY 0.2 MILE, TURN SHARP LEFT
 TN0883'AND GO SOUTHERLY 0.05 MILE, TURN RIGHT AND GO WESTERLY 0.1
 TN0883'MILE, TURN LEFT (WEST) 0.05 MILE, THEN NORTH ABOUT 50 YARDS,
 TN0883'TURN SHARP LEFT AND GO WEST 0.05 MILE, TO A LOW SUMMIT AND
 TN0883'THE END OF TRUCK TRAVEL.  WALK WEST ABOUT 50 YARDS TO A
 TN0883'NORTH-SOUTH FENCELINE, CONTINUE WEST 75 YARDS TO THE
 TN0883'NORTH END OF A HIGH POINT ON A SPARSLY TIMBERED RIDGE, GO
 TN0883'NORTH ALONG THE RIDGE ABOUT 300 YARDS TO AN EAST-WEST
 TN0883'FENCE.  CONTINUE NORTH 46 YARDS TO THE HIGHEST POINT IN THE
 TN0883'IMMEDIATE AREA AND REFERENCE MARKS NO. 1.  CONTINUE
 TN0883'NORTH 298 FEET TO THE STATION AT THE NORTHEAST SIDE OF
 TN0883'THE CLEARING AT THE NORTH END OF THE SUMMIT, ABOUT 30
 TN0883'FEET LOWER THAN REFERENCE MARK NO.1.
 TN0883'
 TN0883'THE STATION MARK, STAMPED CAMPBELL BS 1903 1924, IS A STANDARD
 TN0883'DISK SET IN A 6-INCH SQUARE GRANITE POST WHICH PROJECTS 10
 TN0883'INCHES ABOVE ITS 18-INCH DIAMETER CONCRETE BASE.  IT IS 430
 TN0883'FEET NORTH OF THE EAST-WEST FENCELINE AND 3 FEET WEST OF A
 TN0883'METAL WITNESS POST.
 TN0883'
 TN0883'REFERENCE MARK NO. 1, STAMPED CAMPBELL BS 1903 1924, IS A
 TN0883'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 TN0883'1 INCH, ON THE NORTHERN PART OF THE HIGHEST POINT, IN APPROXIMATE
 TN0883'CENTER OF THE RIDGE, 138 FEET NORTH OF THE E-W FENCE AND 1
 TN0883'FOOT NORTH OF A METAL WITNESS POST.
 TN0883'
 TN0883'REFERENCE MARK NO. 2, STAMPED CAMPBELL BS NO 2 1903 1924, IS A
 TN0883'STANDARD DISK SET IN A SQUARE CONCRETE PPST WHICH PROJECTS
 TN0883'5 INCHES.  THE MARK IS 12 FEET EAST OF AN ABRUPT DECLINE,
 TN0883'10 FEET SOUTH OF A 14-INCH FIR TREE, ON THE WESTERN SLOPE
 TN0883'OF THE RIDGE AND ABOUT 8 FEET LOWER THAN THE STATION MARK.
 TN0883'
 TN0883'TRIANGULATION STATION TOOLEY 1970 WILL SERVE AS AN AZIMUTH
 TN0883'MARK.
 TN0883'
 TN0883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 TN0883'NORTHWEST OF EUREKA.
 TN0883
 TN0883                          STATION RECOVERY (1986)
 TN0883
 TN0883'RECOVERED 1986
 TN0883'RECOVERED IN GOOD CONDITION.
 TN0883
 TN0883                          STATION RECOVERY (1988)
 TN0883
 TN0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN0883'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHWEST OF EUREKA AND
 TN0883'ABOUT 4.4 KM (2.75 MI) SOUTH OF THE U.S. - CANADIAN BOUNDARY.
 TN0883'TO REACH THE STATION FROM THE CAMPGROUND AT THE SOUTHWEST END OF
 TN0883'SOPHIE LAKE, GO NORTHWESTERLY ON A PAVED ROAD FOR 1.0 KM (0.60 MI) TO
 TN0883'A FORK.  KEEP THE LEFT FORK AND GO WEST THEN SOUTH ON THE PAVED ROAD
 TN0883'FOR FOR 2.1 KM (1.30 MI) TO THE MURRAY SPRINGS FISH HATCHERY ON THE
 TN0883'LEFT.  TURN RIGHT AND GO SOUTHERLY ON A GRAVEL ROAD FOR 0.08 KM
 TN0883'(0.05 MI) TO A METAL GATE.  PASS THROUGH THE GATE AND CONTINUE
 TN0883'SOUTHERLY ON THE GRAVEL ROAD FOR 0.16 KM (0.10 MI) TO A TRACK ROAD
 TN0883'RIGHT.  TURN RIGHT AND GO WESTERLY ON THE TRACK ROAD FOR 0.08 KM
 TN0883'(0.05 MI) TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE WESTERLY
 TN0883'ON THE TRACK ROAD FOR 0.16 KM (0.10 MI) TO A VERY DIM TRACK ROAD ON
 TN0883'THE RIGHT JUST BEFORE REACHING A WIRE GATE.  TURN RIGHT AND GO
 TN0883'NORTHWESTERLY ON THE DIM TRACK ROAD FOR 1.2 KM (0.75 MI) TO THE
 TN0883'STATION OVERLOOKING LAKE KOOCANUSA.
 TN0883'THE STATION MARK IS 1.0 M (3.3 FT) WEST OF A WITNESS POST.
 TN0883'TYPED BY E.A.R.
 TN0883
 TN0883                          STATION RECOVERY (1991)
 TN0883
 TN0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TN0883'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) NORTHWEST OF EUREKA, 4.4
 TN0883'KM (2.7 MI) SOUTH OF THE U.S.-CANADA BORDER AND ON THE SHORE OF LAKE
 TN0883'KOOCANUSA.
 TN0883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 TN0883'HIGHWAY 37, IN THE NORTH EDGE OF EUREKA, GO WEST-SOUTHWEST ON HIGHWAY
 TN0883'37 FOR 3.44 KM (2.14 MI) TO A ROAD RIGHT, AT A SIGN TOBACCO PLAINS
 TN0883'REC SITE 6 MILES.  BEAR RIGHT AND GO SOUTHWEST ON SOPHIE LAKE ROAD
 TN0883'FOR 0.96 KM (0.60 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO
 TN0883'NORTHWESTERLY ON SOPHIE LAKE ROAD FOR 5.92 KM (3.68 MI) TO THE SOPHIE
 TN0883'LAKE RECREATION AREA ON THE RIGHT.  CONTINUE NORTHWESTERLY ON A PAVED
 TN0883'ROAD FOR 0.96 KM (0.60 MI) TO A FORK.  KEEP THE LEFT FORK AND GO
 TN0883'SOUTHWESTERLY ON THE PAVED ROAD FOR 2.08 KM (1.29 MI) TO A FISH
 TN0883'HATCHERY ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT ON
 TN0883'THE GRAVEL ROAD AND GO SOUTHERLY FOR 0.08 KM (0.05 MI) TO A GATE.
 TN0883'PASS THROUGH THE GATE AND GO SOUTHERLY FOR 0.16 KM (0.10 MI) TO A
 TN0883'TRACK ROAD RIGHT, 6 M (19.7 FT) BEFORE A FORK.  TURN RIGHT AND GO
 TN0883'WESTERLY FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND
 TN0883'GO WEST FOR 0.20 KM (0.12 MI) TO A VERY DIM ROAD ON THE RIGHT JUST
 TN0883'BEFORE REACHING ANOTHER GATE.  TURN RIGHT AND GO NORTHWESTERLY ON THE
 TN0883'DIM TRACK ROAD, PASSING PRIVATE PROPERTY ON THE RIGHT, FOR 1.5 KM
 TN0883'(0.9 MI) TO THE STATION ON A BLUFF THAT OVERLOOKS THE LAKE.
 TN0883'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 6-INCH SQUARE
 TN0883'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 0.9 M (3.0 FT) WEST OF
 TN0883'A WITNESS POST.
 TN0883'NOTE - A CHAIN SAW MAY BE NEEDED TO CLEAR THE TRACK ROAD OF FALLEN
 TN0883'TREES.
 TN0883'CAUTION---BLUFF AREA IS VERY HAZARDOUS, FOREST SERVICE SIGNS NEARBY
 TN0883'STATE THAT THE BLUFF IS UNDERCUT.
 TN0883'NOTE--THERE IS A POSSIBILITY OF A 10 OR 15 MINUTE PACK FROM THE NEW
 TN0883'TOBACCO PLAINS BOAT RAMP BEFORE THE FISH HATCHERY.  WALK LEFT, UPHILL
 TN0883'AT THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1006 ***********************************************************************
 TM1006  DESIGNATION -  CAMPBELL SW
 TM1006  PID         -  TM1006
 TM1006  STATE/COUNTY-  MT/GLACIER
 TM1006  USGS QUAD   -  PORCUPINE RIDGE (1968)
 TM1006
 TM1006                         *CURRENT SURVEY CONTROL
 TM1006  ___________________________________________________________________
 TM1006* NAD 83(1992)-  48 58 40.83974(N)    113 56 18.25135(W)     ADJUSTED  
 TM1006* NAVD 88     -      2516.     (meters)    8255.     (feet)  SCALED    
 TM1006  ___________________________________________________________________
 TM1006  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 TM1006  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 TM1006
 TM1006  HORZ ORDER  -  THIRD
 TM1006
 TM1006.The horizontal coordinates were established by classical geodetic methods
 TM1006.and adjusted by the National Geodetic Survey in July 1992..
 TM1006
 TM1006.The orthometric height was scaled from a topographic map.
 TM1006
 TM1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1006
 TM1006.The geoid height was determined by GEOID03.
 TM1006
 TM1006;                    North         East     Units Scale Factor Converg.
 TM1006;SPC MT       -   534,625.211   275,269.364   MT  0.99998654   -3 14 48.2
 TM1006;SPC MT       - 1,754,019.72    903,114.71   iFT  0.99998654   -3 14 48.2
 TM1006;UTM  12      - 5,429,172.571   284,996.147   MT  1.00016792   -2 13 03.9
 TM1006;UTM  11      - 5,429,528.940   724,016.812   MT  1.00021654   +2 18 38.9
 TM1006
 TM1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1006!SPC MT       -   0.99960818  x   0.99998654  =   0.99959473
 TM1006!UTM  12      -   0.99960818  x   1.00016792  =   0.99977604
 TM1006!UTM  11      -   0.99960818  x   1.00021654  =   0.99982464
 TM1006
 TM1006:                Primary Azimuth Mark                     Grid Az
 TM1006:SPC MT       -  CAMPBELL 1                               056 12 34.7
 TM1006:UTM  12      -  CAMPBELL 1                               055 10 50.4
 TM1006:UTM  11      -  CAMPBELL 1                               050 39 07.6
 TM1006
 TM1006|---------------------------------------------------------------------|
 TM1006| PID    Reference Object                     Distance      Geod. Az  |
 TM1006|                                                           dddmmss.s |
 TM1006| TM1005 CAMPBELL 1                          APPROX. 0.7 KM 0525746.5 |
 TM1006|---------------------------------------------------------------------|
 TM1006
 TM1006                          SUPERSEDED SURVEY CONTROL
 TM1006
 TM1006  NAD 83(1986)-  48 58 40.85089(N)    113 56 18.24472(W) AD(       ) 3
 TM1006
 TM1006.Superseded values are not recommended for survey control.
 TM1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1006.See file dsdata.txt to determine how the superseded data were derived.
 TM1006
 TM1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV8499629173(NAD 83)
 TM1006_MARKER: H = DRILL HOLE
 TM1006_SETTING: 66 = SET IN ROCK OUTCROP
 TM1006_SP_SET: SET IN ROCK OUTCROP
 TM1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM1006+STABILITY: POSITION/ELEVATION WELL
 TM1006
 TM1006  HISTORY     - Date     Condition        Report By
 TM1006  HISTORY     - 1909     MONUMENTED       IBC
 TM1006
 TM1006                          STATION DESCRIPTION
 TM1006
 TM1006'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM1006'IN GLACIER NATIONAL PARK, ON THE MIDDLE AND HIGHEST PEAK OF MOUNT
 TM1006'CAMPBELL.  THE STATION IS 1-1/2 MILES WEST OF WATERTON LAKE AND 1 MILE
 TM1006'SOUTH OF BOUNDARY CREEK, ON THE NORTHEAST TIP OF THE PEAK.  A NARROW
 TM1006'RIDGE EXTENDS ABOUT ONE - HALF MILE SOUTHEASTWARD.
 TM1006'
 TM1006'STATION MARK--A CAIRN OVER A DRILL HOLE IN ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0507 ***********************************************************************
 QY0507  DESIGNATION -  CANAL
 QY0507  PID         -  QY0507
 QY0507  STATE/COUNTY-  MT/MADISON
 QY0507  USGS QUAD   -  SHERIDAN (1963)
 QY0507
 QY0507                         *CURRENT SURVEY CONTROL
 QY0507  ___________________________________________________________________
 QY0507* NAD 83(1992)-  45 25 17.27325(N)    112 09 32.31527(W)     ADJUSTED  
 QY0507* NAVD 88     -      1604.8    (meters)    5265.     (feet)  VERTCON   
 QY0507  ___________________________________________________________________
 QY0507  LAPLACE CORR-          12.17  (seconds)                    DEFLEC99
 QY0507  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 QY0507
 QY0507  HORZ ORDER  -  SECOND
 QY0507
 QY0507.The horizontal coordinates were established by classical geodetic methods
 QY0507.and adjusted by the National Geodetic Survey in July 1992..
 QY0507
 QY0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0507
 QY0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0507
 QY0507.The geoid height was determined by GEOID03.
 QY0507
 QY0507;                    North         East     Units Scale Factor Converg.
 QY0507;SPC MT       -   133,729.991   391,977.994   MT  0.99977316   -1 56 42.2
 QY0507;SPC MT       -   438,746.69  1,286,017.04   iFT  0.99977316   -1 56 42.2
 QY0507;UTM  12      - 5,030,424.790   409,327.163   MT  0.99970108   -0 49 32.1
 QY0507
 QY0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0507!SPC MT       -   0.99975017  x   0.99977316  =   0.99952339
 QY0507!UTM  12      -   0.99975017  x   0.99970108  =   0.99945133
 QY0507
 QY0507|---------------------------------------------------------------------|
 QY0507| PID    Reference Object                     Distance      Geod. Az  |
 QY0507|                                                           dddmmss.s |
 QY0507| CN4080 CANAL RM 1                           13.353 METERS 01728     |
 QY0507| CN4081 CANAL RM 2                            6.764 METERS 15408     |
 QY0507| CN4079 CANAL AZ MK                                        2220130.3 |
 QY0507|---------------------------------------------------------------------|
 QY0507
 QY0507                          SUPERSEDED SURVEY CONTROL
 QY0507
 QY0507  NAD 83(1986)-  45 25 17.26750(N)    112 09 32.31273(W) AD(       ) 2
 QY0507  NAD 27      -  45 25 17.53400(N)    112 09 29.35000(W) AD(       ) 2
 QY0507  NGVD 29 (07/19/86) 1603.6    (m)         5261.     (f) VERT ANG       
 QY0507
 QY0507.Superseded values are not recommended for survey control.
 QY0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0507.See file dsdata.txt to determine how the superseded data were derived.
 QY0507
 QY0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR0932730425(NAD 83)
 QY0507_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0507_SETTING: 66 = SET IN ROCK OUTCROP
 QY0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0507
 QY0507  HISTORY     - Date     Condition        Report By
 QY0507  HISTORY     - 1956     MONUMENTED       CGS
 QY0507  HISTORY     - 1962     GOOD             USGS
 QY0507
 QY0507                          STATION DESCRIPTION
 QY0507
 QY0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0507'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, ROCKY, BENCH AND
 QY0507'LIES ABOUT 3 MILES SOUTHEAST OF SHERIDAN, ABOUT 0.5 MILE NORTH OF
 QY0507'STATE HIGHWAY 34, ABOUT 100 YARDS NORTH OF AN IRRIGATION DITCH
 QY0507'AND 6 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 QY0507'
 QY0507'TO REACH FROM THE POST OFFICE AT SHERIDAN.  GO EASTERLY, ON
 QY0507'STATE HIGHWAY 34 FOR 3.1 MILES.  (THE AZIMUTH MARK LIES ON THE
 QY0507'LEFT HAND SIDE OF THE ROAD, AT THIS POINT) TURN LEFT, ONTO THE
 QY0507'HORSE CREEK ROAD, AND GO NORTHERLY FOR 0.5 MILE.  CROSS OVER
 QY0507'AN IRRIGATION DITCH, TURN SHARP LEFT, AND GO WESTERLY FOR 0.4
 QY0507'MILE.  TURN RIGHT AND GO NORTHERLY, UP THE STEEP SLOPE, FOR
 QY0507'0.1 MILE TO THE SUMMIT OF THE FIRST BENCH AND THE STATION.
 QY0507'
 QY0507'THE STATION MARK PROJECTS 1 FOOT, AND THE DISK IS STAMPED CANAL 1956.
 QY0507'
 QY0507'REFERENCE MARK 1 IS LOCATED ABOUT 1 FOOT LOWER THAN THE STATION.
 QY0507'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED CANAL NO 1 1956.
 QY0507'
 QY0507'REFERENCE MARK 2 IS LOCATED AT ABOUT THE SAME ELEVATION AS THE
 QY0507'STATION.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED CANAL
 QY0507'NO 2 1956.
 QY0507'
 QY0507'THE AZIMUTH MARK IS 67 FEET NORTH OF THE CENTERLINE OF STATE
 QY0507'HIGHWAY 34, 22 FEET WEST OF THE CENTER OF A WIRE GATE, 2 FEET
 QY0507'WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT SOUTH OF A
 QY0507'WIRE FENCE.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED CANAL
 QY0507'1956.
 QY0507
 QY0507                          STATION RECOVERY (1962)
 QY0507
 QY0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QY0507'RECOVERED BY USGS IN 1960 AND 1962.
 QY0507'
 QY0507'STATION MARK--STANDARD USC AND GS DISK CEMENTED IN BEDROCK, PROJECTING
 QY0507'1.0 FT. ABOVE GROUND, STAMPED---CANAL 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0794 ***********************************************************************
 TM0794  DESIGNATION -  CANAL
 TM0794  PID         -  TM0794
 TM0794  STATE/COUNTY-  MT/GLACIER
 TM0794  USGS QUAD   -  GUNSIGHT (1966)
 TM0794
 TM0794                         *CURRENT SURVEY CONTROL
 TM0794  ___________________________________________________________________
 TM0794* NAD 83(1992)-  48 37 37.64169(N)    112 27 03.66936(W)     ADJUSTED  
 TM0794* NAVD 88     -      1198.4    (meters)    3932.     (feet)  VERTCON   
 TM0794  ___________________________________________________________________
 TM0794  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 TM0794  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 TM0794
 TM0794  HORZ ORDER  -  SECOND
 TM0794
 TM0794.The horizontal coordinates were established by classical geodetic methods
 TM0794.and adjusted by the National Geodetic Survey in July 1992..
 TM0794
 TM0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0794
 TM0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0794
 TM0794.The geoid height was determined by GEOID03.
 TM0794
 TM0794;                    North         East     Units Scale Factor Converg.
 TM0794;SPC MT       -   490,502.442   382,557.960   MT  0.99979242   -2 09 31.3
 TM0794;SPC MT       - 1,609,259.98  1,255,111.42   iFT  0.99979242   -2 09 31.3
 TM0794;UTM  12      - 5,387,022.210   393,080.234   MT  0.99974045   -1 05 20.3
 TM0794
 TM0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0794!SPC MT       -   0.99981454  x   0.99979242  =   0.99960699
 TM0794!UTM  12      -   0.99981454  x   0.99974045  =   0.99955503
 TM0794
 TM0794:                Primary Azimuth Mark                     Grid Az
 TM0794:SPC MT       -  CANAL AZ MK                              004 31 54.5
 TM0794:UTM  12      -  CANAL AZ MK                              003 27 43.5
 TM0794
 TM0794|---------------------------------------------------------------------|
 TM0794| PID    Reference Object                     Distance      Geod. Az  |
 TM0794|                                                           dddmmss.s |
 TM0794| CN4082 CANAL AZ MK                                        0022223.2 |
 TM0794| CN4083 CANAL RM 1                           19.525 METERS 07912     |
 TM0794| TM0788 CUT BANK CO SHERIFFS RADIO MST      APPROX. 9.6 KM 0933709.6 |
 TM0794| TM0790 CUT BANK MUN APT BCN                APPROX. 6.7 KM 1093626.3 |
 TM0794| CN4084 CANAL RM 2                            9.330 METERS 18057     |
 TM0794|---------------------------------------------------------------------|
 TM0794
 TM0794                          SUPERSEDED SURVEY CONTROL
 TM0794
 TM0794  NAD 83(1986)-  48 37 37.64789(N)    112 27 03.66031(W) AD(       ) 2
 TM0794  NAD 27      -  48 37 37.71220(N)    112 27 00.45817(W) AD(       ) 2
 TM0794  NGVD 29 (07/19/86) 1197.3    (m)         3928.     (f) VERT ANG       
 TM0794
 TM0794.Superseded values are not recommended for survey control.
 TM0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0794.See file dsdata.txt to determine how the superseded data were derived.
 TM0794
 TM0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9308087022(NAD 83)
 TM0794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0794
 TM0794  HISTORY     - Date     Condition        Report By
 TM0794  HISTORY     - 1964     MONUMENTED       CGS
 TM0794
 TM0794                          STATION DESCRIPTION
 TM0794
 TM0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0794'THE STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF SANTA RITA, 6 MILES
 TM0794'WEST OF CUT BANK, 0.2 MILE NORTH OF U.S. HIGHWAY 2 ON THE WEST
 TM0794'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.
 TM0794'
 TM0794'TO REACH THE STATION FROM THE POST OFFICE IN CUT BANK, GO EAST
 TM0794'ON CENTRAL AVENUE FOR 0.05 MILE TO A STOP LIGHT.  TURN LEFT AND GO
 TM0794'NORTH THEN WEST ON U.S. HIGHWAY 2 FOR 5.7 MILES TO A GRAVELED
 TM0794'CROSSROAD, TURN RIGHT, NORTH, FOR 0.2 MILE TO THE STATION ON
 TM0794'THE LEFT.  CONTINUE AHEAD ON THE GRAVELED ROAD FOR 0.3 MILE
 TM0794'TO THE AZIMUTH MARK ON THE RIGHT.
 TM0794'
 TM0794'THE STATION MARK IS A STANDARD DISK, STAMPED CANAL 1964, SET
 TM0794'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 TM0794'INCHES.  IT IS 32 FEET WEST OF THE CENTERLINE OF A GRAVELED
 TM0794'ROAD, 4.9 FEET SOUTHWEST OF A TELEPHONE POLE, 3.5 FEET NORTHWEST
 TM0794'OF A METAL WITNESS POST AND 3.0 FEET EAST OF A FENCE.
 TM0794'
 TM0794'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANAL NO 1 1964, SET
 TM0794'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 TM0794'IT IS 31.7 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 TM0794'1 FOOT WEST OF A FENCE LINE AND ABOUT THE SAME ELEVATION AS
 TM0794'THE STATION.
 TM0794'
 TM0794'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANAL NO 2 1964,
 TM0794'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 TM0794'INCHES.  IT IS 35 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 TM0794'ROAD, 1 FOOT EAST OF A FENCE LINE AND ABOUT THE SAME ELEVATION
 TM0794'AS THE STATION.
 TM0794'
 TM0794'AZIMUTH MARK IS A STANDARD DISK, STAMPED CANAL 1964, SET IN
 TM0794'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 TM0794'IT IS 32.4 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 TM0794'22.6 FEET NORTH-NORTHWEST OF A POWER LINE POLE, 2 FEET SOUTHEAST
 TM0794'OF A METAL WITNESS POST AND 1.6 FEET WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0271 ***********************************************************************
 SQ0271  DESIGNATION -  CANYON
 SQ0271  PID         -  SQ0271
 SQ0271  STATE/COUNTY-  MT/VALLEY
 SQ0271  USGS QUAD   -  WAGON COULEE (1971)
 SQ0271
 SQ0271                         *CURRENT SURVEY CONTROL
 SQ0271  ___________________________________________________________________
 SQ0271* NAD 83(1992)-  47 42 26.99044(N)    107 11 28.48405(W)     ADJUSTED  
 SQ0271* NAVD 88     -       886.248  (meters)    2907.63   (feet)  ADJUSTED  
 SQ0271  ___________________________________________________________________
 SQ0271  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 SQ0271  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SQ0271  DYNAMIC HT  -         886.279 (meters)    2907.73  (feet)  COMP
 SQ0271  MODELED GRAV-     980,616.7   (mgal)                       NAVD 88
 SQ0271
 SQ0271  HORZ ORDER  -  SECOND
 SQ0271  VERT ORDER  -  SECOND    CLASS 0
 SQ0271
 SQ0271.The horizontal coordinates were established by classical geodetic methods
 SQ0271.and adjusted by the National Geodetic Survey in July 1992..
 SQ0271
 SQ0271.The orthometric height was determined by differential leveling
 SQ0271.and adjusted by the National Geodetic Survey in June 1991..
 SQ0271
 SQ0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0271
 SQ0271.The geoid height was determined by GEOID03.
 SQ0271
 SQ0271.The dynamic height is computed by dividing the NAVD 88
 SQ0271.geopotential number by the normal gravity value computed on the
 SQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0271.degrees latitude (g = 980.6199 gals.).
 SQ0271
 SQ0271.The modeled gravity was interpolated from observed gravity values.
 SQ0271
 SQ0271;                    North         East     Units Scale Factor Converg.
 SQ0271;SPC MT       -   386,741.510   773,145.715   MT  0.99946623   +1 41 19.9
 SQ0271;SPC MT       - 1,268,836.98  2,536,567.31   iFT  0.99946623   +1 41 19.9
 SQ0271;UTM  13      - 5,286,116.243   335,624.835   MT  0.99993203   -1 37 16.6
 SQ0271
 SQ0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0271!SPC MT       -   0.99986360  x   0.99946623  =   0.99932990
 SQ0271!UTM  13      -   0.99986360  x   0.99993203  =   0.99979564
 SQ0271
 SQ0271|---------------------------------------------------------------------|
 SQ0271| PID    Reference Object                     Distance      Geod. Az  |
 SQ0271|                                                           dddmmss.s |
 SQ0271| SQ0273 CANYON RM 1                           9.086 METERS 08901     |
 SQ0271| SQ0272 CANYON RM 2                          12.049 METERS 16709     |
 SQ0271| SQ0270 CANYON AZ MK                                       3150514.4 |
 SQ0271|---------------------------------------------------------------------|
 SQ0271
 SQ0271                          SUPERSEDED SURVEY CONTROL
 SQ0271
 SQ0271  NAD 83(1986)-  47 42 26.98537(N)    107 11 28.47049(W) AD(       ) 2
 SQ0271  NAD 27      -  47 42 26.96000(N)    107 11 26.15700(W) AD(       ) 2
 SQ0271  NGVD 29 (??/??/92)  885.550  (m)         2905.34   (f) ADJ UNCH    2 0
 SQ0271
 SQ0271.Superseded values are not recommended for survey control.
 SQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0271.See file dsdata.txt to determine how the superseded data were derived.
 SQ0271
 SQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN3562586116(NAD 83)
 SQ0271_MARKER: P = PIPE CAP
 SQ0271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0271_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0271
 SQ0271  HISTORY     - Date     Condition        Report By
 SQ0271  HISTORY     - 1937     MONUMENTED       MORC
 SQ0271  HISTORY     - 1948     GOOD             CGS
 SQ0271  HISTORY     - 1948     GOOD             USGS
 SQ0271  HISTORY     - 1948     GOOD             NGS
 SQ0271
 SQ0271                          STATION DESCRIPTION
 SQ0271
 SQ0271'DESCRIBED BY MISSOURI RIVER COMMISSION 1937
 SQ0271'THE STATION IS IN VALLEY COUNTY ON THE LEFT BANK OF THE
 SQ0271'MISSOURI RIVER AND IN THE SOUTH CENTER OF SECTION 35, T. 23
 SQ0271'N., R. 35 E.  THE STATION IS IN THE VICINITY OF THE FARANUF
 SQ0271'POST OFFICE, ABOUT 4 MILES NORTH OF THE MISSOURI RIVER, 3/4
 SQ0271'MILE NORTHEAST OF WAGON COULEE AND 3/4 MILE SOUTHWEST OF
 SQ0271'CABIN COULEE ON A HIGH GRASSY BUTTE IN THE DIVIDE BETWEEN THE
 SQ0271'TWO COULEES MENTIONED ABOVE.  THE STATION HILL IS THE HIGHEST
 SQ0271'GROUND IN THE VICINITY.
 SQ0271'
 SQ0271'ACCESS TO THE STATION VIA AUTOMOBILE MAY BE HAD BY DRIVING
 SQ0271'TOWARDS FARANUF ON THE WILLOW CREEK ROAD TO FORK, 1-5/8 MILES
 SQ0271'SOUTHWEST OF THE COLLINS RANCH.  TAKE RIGHT FORK AND CONTINUE
 SQ0271'SOUTHWEST AND SOUTH OVER HIGH DIVIDE BETWEEN WILLOW CREEK AND
 SQ0271'SUTHERLAND CREEK ABOUT 13-1/2 MILES TO SUTHERLAND CREEK.  CROSS
 SQ0271'CREEK AND PROCEED SOUTHWEST AND WEST OVER DIVIDE BETWEEN
 SQ0271'CARPENTER AND SUTHERLAND CREEKS ABOUT 3 MILES TO CROSSING
 SQ0271'ON CARPENTER CREEK.  FORK STREAM AND DRIVE SOUTH 1 MILE TO
 SQ0271'ANOTHER FORD.  CONTINUE SOUTHWEST FROM HERE ABOUT 1/4 MILE TO
 SQ0271'FORK OF ROAD.  THE RIGHT FORK GOES TO FARANUF.  THERE IS
 SQ0271'A HIGH ISOLATED ROCKY BUTTE SOUTHWEST OF FORKS.  TAKE
 SQ0271'LEFT FORK AND GO ABOUT 2-3/4 MILES SOUTHEAST TO TOP OF
 SQ0271'STEEP GRADE INTO VALLEY.  LEAVE ROAD AT BEGINNING OF
 SQ0271'GRADE AND PROCEED ACROSS COUNTRY TO TOP OF HIGH BUTTE AND
 SQ0271'STATION.
 SQ0271'
 SQ0271'MONUMENT IS 5 IN IRON PIPE OF MO.R.C. WHICH HAS BEEN CONCRETED
 SQ0271'AND REPAIRED.
 SQ0271'
 SQ0271'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0271
 SQ0271                          STATION RECOVERY (1948)
 SQ0271
 SQ0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0271'STATION IS LOCATED ABOUT 60 MILES SOUTHWEST OF FORT PECK, ABOUT
 SQ0271'4 MILES NORTH OF THE MISSOURI RIVER, ABOUT 0.75 MILE NORTHEAST
 SQ0271'OF WAGON COULEE, ABOUT 0.75 MILE SOUTHWEST OF CABIN COULEE,
 SQ0271'ON THE HIGHEST RIDGE IN THE VICINITY.
 SQ0271'
 SQ0271'TO REACH FROM THE POST OFFICE IN FORT PECK, GO SOUTH AND WEST
 SQ0271'ON STATE HIGHWAY 24 FOR 5.2 MILES TO SIDE ROAD LEFT AND A
 SQ0271'SIGN READING, THE PINES, TURN LEFT AND GO 29.2 MILES TO A
 SQ0271'FORK AT FENCE CORNER, TAKE LEFT FORK AND GO 1.7 MILES TO A FORK
 SQ0271'AT FENCE CORNER, TAKE RIGHT FORK AND GO 6.3 MILES TO SUTHERLAND
 SQ0271'CREEK, CROSS CREEK AND CONTINUE ON MAIN ROAD FOR 10.1 MILES TO A
 SQ0271'LEFT TURN IN ROAD AT A FENCE CORNER, TURN LEFT AND GO SOUTH FOR
 SQ0271'2.5 MILES TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO ALONG THE
 SQ0271'NORTH SIDE OF A ROCKY BUTTE FOR 0.05 MILE, CONTINUE ON TRACK ROAD
 SQ0271'FOR 3.0 MILES TO AZIMUTH MARK ON RIGHT, CONTINUE ON TRACK
 SQ0271'ROAD FOR 0.6 MILE TO TOP OF DIVIDE, TURN RIGHT AND GO 0.1 MILE TO
 SQ0271'TOP OF HILL AND STATION.
 SQ0271'
 SQ0271'STATION IS 12 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 SQ0271'MORC STATION MARK DISK SET IN A 12-INCH SQUARE CONCRETE POST.
 SQ0271'THE MARK PROJECTS 6 INCHES.
 SQ0271'
 SQ0271'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 SQ0271'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0271'4 INCHES, AND THE DISK IS STAMPED CANYON MORC NO 1 1948.
 SQ0271'
 SQ0271'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SQ0271'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0271'3 INCHES, AND THE DISK IS STAMPED CANYON MORC NO 2 1948.
 SQ0271'
 SQ0271'AZIMUTH MARK IS 0.7 MILE NORTHWEST OF THE STATION, 10 FEET
 SQ0271'SOUTHWEST OF A TRACK ROAD, AND 4 FEET NORTHEAST OF A WITNESS
 SQ0271'POST.  IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF
 SQ0271'A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 4 INCHES,
 SQ0271'AND THE DISK IS STAMPED CANYON MORC 1948.
 SQ0271'
 SQ0271'CARPENTER AND SUTHERLAND WILL SEE FROM A 4-FOOT STAND.
 SQ0271'
 SQ0271'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SQ0271
 SQ0271                          STATION RECOVERY (1948)
 SQ0271
 SQ0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 SQ0271'STATION MARK--STANDARD MORC MARK SET IN 12 IN. SQUARE CONCRETE BLOCK.
 SQ0271
 SQ0271                          STATION RECOVERY (1948)
 SQ0271
 SQ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 SQ0271'59.8 MI S FROM GLASGOW.
 SQ0271'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0271'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0271'ROAD, THENCE 41.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.4
 SQ0271'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 3.4 MILES SOUTHEAST ALONG
 SQ0271'A TRAIL.  0.1 MILE SOUTHWEST OF THE TRAIL, 127 YARDS (PACED) NORTH OF
 SQ0271'THE CREST OF A HILL, 39.5 FEET NORTH NORTHWEST OF CANYON (MO.R.C.)
 SQ0271'R.M.2, 29.8 FEET WEST OF CANYON (MO.R.C.) R.M.1, 11.7 FEET SOUTHEAST
 SQ0271'OF A REFERENCE POST, AN IRON CAP ON TOP OF A PIPE WHICH HAS CONCRETE
 SQ0271'POURED AROUND THE TOP OF THE POST AND THE CAP AND PROJECTS 0.5 FOOT
 SQ0271'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1038 ***********************************************************************
 SU1038  DESIGNATION -  CANYON
 SU1038  PID         -  SU1038
 SU1038  STATE/COUNTY-  MT/SANDERS
 SU1038  USGS QUAD   -  GOAT PEAK (1983)
 SU1038
 SU1038                         *CURRENT SURVEY CONTROL
 SU1038  ___________________________________________________________________
 SU1038* NAD 83(1992)-  47 54 31.95314(N)    115 31 31.19292(W)     ADJUSTED  
 SU1038* NAVD 88     -      1929.     (meters)    6329.     (feet)  SCALED    
 SU1038  ___________________________________________________________________
 SU1038  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 SU1038  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 SU1038
 SU1038  HORZ ORDER  -  FIRST
 SU1038
 SU1038.The horizontal coordinates were established by classical geodetic methods
 SU1038.and adjusted by the National Geodetic Survey in July 1992..
 SU1038
 SU1038.The orthometric height was scaled from a topographic map.
 SU1038
 SU1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1038
 SU1038.The geoid height was determined by GEOID03.
 SU1038
 SU1038;                    North         East     Units Scale Factor Converg.
 SU1038;SPC MT       -   423,876.825   150,228.522   MT  0.99951523   -4 24 27.2
 SU1038;SPC MT       - 1,390,672.00    492,875.73   iFT  0.99951523   -4 24 27.2
 SU1038;UTM  11      - 5,307,224.693   610,196.010   MT  0.99974921   +1 05 40.0
 SU1038
 SU1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1038!SPC MT       -   0.99970021  x   0.99951523  =   0.99921559
 SU1038!UTM  11      -   0.99970021  x   0.99974921  =   0.99944950
 SU1038
 SU1038|---------------------------------------------------------------------|
 SU1038| PID    Reference Object                     Distance      Geod. Az  |
 SU1038|                                                           dddmmss.s |
 SU1038| CH6613 CANYON RM 1                           5.413 METERS 03750     |
 SU1038| TN0915 KENELTY MOUNTAIN LOOKOUT HOUSE      APPROX.25.4 KM 0383344.6 |
 SU1038| SU1039 CANYON RM BOLT                        3.676 METERS 06739     |
 SU1038| SU0998 ALLEN PEAK LOOKOUT HOUSE            APPROX.10.1 KM 0684158.1 |
 SU1038| SU0982 BORDER PEAK LOOKOUT TOWER           APPROX.27.8 KM 0913516.1 |
 SU1038| SU0999 ELK MOUNTAIN LOOKOUT HOUSE          APPROX. 7.8 KM 1090715.3 |
 SU1038| CH6612 CANYON RM                             9.742 METERS 13020     |
 SU1038| SU0996 SEVEN POINT MOUNTAIN LOT            APPROX.14.4 KM 1312053.1 |
 SU1038| SU0993 COUGAR PEAK LOOKOUT TOWER           APPROX.21.1 KM 1494546.8 |
 SU1038| SU1047 SEX PEAK LOOKOUT HOUSE              APPROX.22.5 KM 2032358.5 |
 SU1038| SU1037 20 ODD LOOKOUT HOUSE                APPROX. 4.3 KM 2103836.7 |
 SU1038| SU1062 BLOOM PEAK LOOKOUT HOUSE            APPROX.28.5 KM 2331427.8 |
 SU1038| SU1066 GEM PEAK LOOKOUT TOWER              APPROX.28.6 KM 2711337.9 |
 SU1038| SU1061 STEVENS PEAK LOOKOUT HOUSE          APPROX.18.7 KM 2730510.6 |
 SU1038| SU1060 LOVELAND LOOKOUT TOWER              APPROX.25.5 KM 2920218.7 |
 SU1038| SU1041 GREEN MOUNTAIN LOOKOUT TOWER        APPROX.10.1 KM 2952214.1 |
 SU1038| TN0935 SQUAW PEAK LOOKOUT HOUSE            APPROX.36.4 KM 3043001.0 |
 SU1038| CH6611 CANYON AZ MK                                       3552858.7 |
 SU1038|---------------------------------------------------------------------|
 SU1038
 SU1038                          SUPERSEDED SURVEY CONTROL
 SU1038
 SU1038  NAD 83(1986)-  47 54 31.95717(N)    115 31 31.18598(W) AD(       ) 1
 SU1038  NAD 27      -  47 54 32.19940(N)    115 31 27.57654(W) AD(       ) 1
 SU1038
 SU1038.Superseded values are not recommended for survey control.
 SU1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1038.See file dsdata.txt to determine how the superseded data were derived.
 SU1038
 SU1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP1019607225(NAD 83)
 SU1038_MARKER: DS = TRIANGULATION STATION DISK
 SU1038_SETTING: 66 = SET IN ROCK OUTCROP
 SU1038_SP_SET: SET IN A ROCK LEDGE
 SU1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1038+STABILITY: POSITION/ELEVATION WELL
 SU1038
 SU1038  HISTORY     - Date     Condition        Report By
 SU1038  HISTORY     - 1940     MONUMENTED       CGS
 SU1038  HISTORY     - 1966     GOOD             USGS
 SU1038
 SU1038                          STATION DESCRIPTION
 SU1038
 SU1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1038'STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK, ON THE BOUNDARY
 SU1038'LINE OF THE CABINET NATIONAL FOREST AND THE KOOTENAI NATIONAL
 SU1038'FOREST, ALSO THE BOUNDARY LINE OF SANDERS AND LINCOLN COUNTIES.
 SU1038'IT IS ABOUT 5 MILES N AND 3-1/2 MILES E OF TROUT CREEK, ON THE
 SU1038'HIGHEST PART OF CANYON PEAK.  A HIGHER PEAK, SILVER BUTTE,
 SU1038'LIES ABOUT 1 MILE N OF THE STATION.  THE DISK, STAMPED CANYON,
 SU1038'IS 3 FEET SE OF A 10-FOOT CAIRN AND IS SET IN BEDROCK.
 SU1038'
 SU1038'REFERENCE MARK NO. 1 IS ABOUT 1-1/2 METERS LOWER THAN THE
 SU1038'STATION ON THE NE SIDE OF THE RIDGE.  IT IS A STANDARD BRONZE
 SU1038'DISK SET IN BEDROCK AND IS STAMPED CANYON NO. 1, 1940.
 SU1038'
 SU1038'U.S.G.S. REFERENCE MARK IS ABOUT 1/2 METER LOWER THAN THE
 SU1038'STATION, ON THE CREST OF THE RIDGE.  IT IS IN BEDROCK AND IS
 SU1038'UNSTAMPED.
 SU1038'
 SU1038'U.S.G.S. BOLT IS ABOUT 1/2 METER LOWER THAN THE STATION, ON
 SU1038'THE NE SIDE OF THE RIDGE, SET IN BEDROCK.  THE BOLT IS 1/2
 SU1038'INCH IN DIAMETER AND PROJECTS 1/4 INCH.
 SU1038'
 SU1038'THE AZIMUTH M ARK IS ABOUT 0.5 MILE N OF THE STATION ON THE
 SU1038'CENTER PEAK OF THREE PEAKS TO THE N OF THE STATION.  IT IS
 SU1038'ABOUT 10 FEET FROM THE TOP OF THE PEAK, ON THE S SIDE.  IT IS
 SU1038'A STANDARD BRNZE DISK SET IN BEDROCK 2 FEET SW OF A 2-FOOT
 SU1038'CAIRN.  IT IS STAMPED CANYON 1940.
 SU1038'
 SU1038'TO REACH THE AZIMUTH MARK, GO N ALONG THE DIVIDE FOR 0.5 MILE
 SU1038'TO THE MIDDLEPEAK OF THREE PEAKS TO THE N OF THE STATION.
 SU1038'
 SU1038'REACHED FROM THE SERVICE STATION ON STATE HIGHWAY 3, WHICH IS
 SU1038'ATT THE ROAD JUNCTION, ABOUT 1/2 MILE E OF THE POST OFFICE IN
 SU1038'TROUT CREEK, BY GOING NW ON STATE HIGHWAY 3 FOR 1.45 MILES
 SU1038'TO A DIRT SIDE ROAD ON THE RIGHT, JUST AFTER CROSSING BRIDGE OVER
 SU1038'THE CLARK FORK RIVER.  LEAVE STATE HIGHWAY 3, TURN RIGHT AND GO
 SU1038'SE ALONG THE RIVER ON THE VERMILION CREEK ROAD FOR 3.5 MILES
 SU1038'TO A FORK AND A VERMILION RIVER ROAD SIGN.  THEN TAKE THE
 SU1038'LEFT FORK AND FOLLOW THE VERMILION RIVER ROAD, NE, FOR 3.25
 SU1038'MILES TO CANYON CREEK.  FROM THE BRIDGE OVER CANYON CREEK ON
 SU1038'THE VERMILION ROAD, CONTINUE UP VERMILION CREEK ROAD FOR 3.0
 SU1038'MILES TO WHERE A ROAD TURNS SHARP TO THE LEFT AT SIGNS
 SU1038'READING LYONS GULCH RD.  SILVER BUTTE PASS 5 MILES.
 SU1038'HERE LEAVE THE VERMILION CREEK ROAD, TURN LEFT (N) AND
 SU1038'FOLLOW THE LYONS CREEK ROAD FOR 4.55 MILES TO A FORK AT THE
 SU1038'TOP OF SILVER BUTTE PASS.  THEN TAKE LEFT FORK (SILVER BUTTE
 SU1038'MINE ROAD) AND GO 0.7 MILE TO A BRIDGE OVER SILVER BOW
 SU1038'CREEK AND END OF TRUCK TRAVEL.  ABOUT 100 YARDS BEFORE
 SU1038'REACHING BRIDGE OVER SILVER BOW CREEK, THERE IS A TRAIL WITH
 SU1038'SIGN SILVER BOW MINE ON THE LEFT SIDE OF THE ROAD.  TAKE
 SU1038'TRAIL AND FOLLOW ALONG THE E SIDE OF THE CREEK ABOUT 0.3
 SU1038'MILE TO A FORK.  TAKE RIGHT FORK, CROSS CREEK AND FOLLOW UP
 SU1038'W SIDE OF CREEK, TRAVELING SW, FOR ABOUT 1.7 MILES TO
 SU1038'CANYON PEAK AT HEAD OF THE CREEK.
 SU1038
 SU1038                          STATION RECOVERY (1966)
 SU1038
 SU1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU1038'ESTABLISHED BY USGS IN 1931.
 SU1038'
 SU1038'RECOVERED BY NGS IN 1940.  DESCRIPTION AND POSITION LISTED IN NGS
 SU1038'QUAD 47115-4, STATION 1001.
 SU1038'
 SU1038'RECOVERED BY USGS IN 1966 BY HELICOPTER.
 SU1038'
 SU1038'STATION MARK--STANDARD BRONZE USGS TABLET, STAMPED---CANYON---, SET
 SU1038'IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0270 ***********************************************************************
 SQ0270  DESIGNATION -  CANYON AZ MK
 SQ0270  PID         -  SQ0270
 SQ0270  STATE/COUNTY-  MT/VALLEY
 SQ0270  USGS QUAD   -  WAGON COULEE (1971)
 SQ0270
 SQ0270                         *CURRENT SURVEY CONTROL
 SQ0270  ___________________________________________________________________
 SQ0270* NAD 83(1986)-  47 42 35.     (N)    107 11 41.     (W)     SCALED    
 SQ0270* NAVD 88     -       867.211  (meters)    2845.17   (feet)  ADJUSTED  
 SQ0270  ___________________________________________________________________
 SQ0270  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SQ0270  DYNAMIC HT  -         867.241 (meters)    2845.27  (feet)  COMP
 SQ0270  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 SQ0270
 SQ0270  VERT ORDER  -  SECOND    CLASS 0
 SQ0270
 SQ0270.The horizontal coordinates were scaled from a topographic map and have
 SQ0270.an estimated accuracy of +/- 6 seconds.
 SQ0270
 SQ0270.The orthometric height was determined by differential leveling
 SQ0270.and adjusted by the National Geodetic Survey in June 1991..
 SQ0270
 SQ0270.The geoid height was determined by GEOID03.
 SQ0270
 SQ0270.The dynamic height is computed by dividing the NAVD 88
 SQ0270.geopotential number by the normal gravity value computed on the
 SQ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0270.degrees latitude (g = 980.6199 gals.).
 SQ0270
 SQ0270.The modeled gravity was interpolated from observed gravity values.
 SQ0270
 SQ0270;                    North         East    Units  Estimated Accuracy
 SQ0270;SPC MT       -   386,980.      772,880.      MT  (+/- 180 meters Scaled)
 SQ0270
 SQ0270                          SUPERSEDED SURVEY CONTROL
 SQ0270
 SQ0270  NGVD 29 (??/??/92)  866.510  (m)         2842.87   (f) ADJ UNCH    2 0
 SQ0270
 SQ0270.Superseded values are not recommended for survey control.
 SQ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0270.See file dsdata.txt to determine how the superseded data were derived.
 SQ0270
 SQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN353863(NAD 83)
 SQ0270_MARKER: DZ = AZIMUTH MARK DISK
 SQ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0270_STAMPING: CANYON MO.R.C. 1948
 SQ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0270+STABILITY: SURFACE MOTION
 SQ0270
 SQ0270  HISTORY     - Date     Condition        Report By
 SQ0270  HISTORY     - 1948     MONUMENTED       CGS
 SQ0270
 SQ0270                          STATION DESCRIPTION
 SQ0270
 SQ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0270'59.2 MI S FROM GLASGOW.
 SQ0270'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0270'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0270'ROAD, THENCE 41.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.4
 SQ0270'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.8 MILES SOUTHEAST ALONG
 SQ0270'A TRAIL.  0.25 MILE NORTHWEST OF A DRY WASH CROSSING AT THE HEAD OF A
 SQ0270'ROCKY RAVINE LEADING NORTHEAST, 16.0 FEET SOUTHWEST OF THE CENTER LINE
 SQ0270'OF THE TRAIL, 4.1 FEET EAST OF A REFERENCE POST AND SET IN THE TOP OF
 SQ0270'A CONCRETE POST PROJECTIONG 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0577 ***********************************************************************
 QW0577  DESIGNATION -  CANYON CREEK B AIRWAY BEACON
 QW0577  PID         -  QW0577
 QW0577  STATE/COUNTY-  MT/STILLWATER
 QW0577  USGS QUAD   -  MOLT (1956)
 QW0577
 QW0577                         *CURRENT SURVEY CONTROL
 QW0577  ___________________________________________________________________
 QW0577* NAD 83(1992)-  45 46 11.48498(N)    108 54 54.80402(W)     ADJUSTED  
 QW0577* NAVD 88     -                                                        
 QW0577  ___________________________________________________________________
 QW0577  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 QW0577  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 QW0577
 QW0577  HORZ ORDER  -  THIRD
 QW0577
 QW0577.The horizontal coordinates were established by classical geodetic methods
 QW0577.and adjusted by the National Geodetic Survey in July 1992..
 QW0577
 QW0577
 QW0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0577
 QW0577.The geoid height was determined by GEOID03.
 QW0577
 QW0577;                    North         East     Units Scale Factor Converg.
 QW0577;SPC MT       -   169,078.196   645,468.700   MT  0.99962524   +0 25 40.0
 QW0577;SPC MT       -   554,718.49  2,117,679.46   iFT  0.99962524   +0 25 40.0
 QW0577;UTM  12      - 5,070,591.110   662,096.139   MT  0.99992304   +1 29 39.0
 QW0577
 QW0577                          SUPERSEDED SURVEY CONTROL
 QW0577
 QW0577  NAD 83(1986)-  45 46 11.47964(N)    108 54 54.77555(W) AD(       ) 4
 QW0577  NAD 27      -  45 46 11.66200(N)    108 54 52.23100(W) AD(       ) 3
 QW0577
 QW0577.Superseded values are not recommended for survey control.
 QW0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0577.See file dsdata.txt to determine how the superseded data were derived.
 QW0577
 QW0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR6209670591(NAD 83)
 QW0577_MARKER: 22 = AIRWAY BEACON
 QW0577
 QW0577  HISTORY     - Date     Condition        Report By
 QW0577  HISTORY     - 1939     FIRST OBSERVED   CGS
 QW0577
 QW0577                          STATION DESCRIPTION
 QW0577
 QW0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QW0577'AN INTERSECTION STATION, THE CENTER OF THE WHITE LIGHT OF
 QW0577'AIRWAY BEACON NO. 18, ABOUT 22 MILES WEST OF BILLINGS AND
 QW0577'KNOWN AT THE BILLINGS AIRPORT AS THE CANYON CREEK BEACON.  IT
 QW0577'FLASHES WHITE, WITH RED B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0535 ***********************************************************************
 RW0535  DESIGNATION -  CANYON FERRY
 RW0535  PID         -  RW0535
 RW0535  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0535  USGS QUAD   -  CANYON FERRY (1972)
 RW0535
 RW0535                         *CURRENT SURVEY CONTROL
 RW0535  ___________________________________________________________________
 RW0535* NAD 83(1992)-  46 38 45.78206(N)    111 44 31.06687(W)     ADJUSTED  
 RW0535* NAVD 88     -      1430.     (meters)    4692.     (feet)  SCALED    
 RW0535  ___________________________________________________________________
 RW0535  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 RW0535  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 RW0535
 RW0535  HORZ ORDER  -  THIRD
 RW0535
 RW0535.The horizontal coordinates were established by classical geodetic methods
 RW0535.and adjusted by the National Geodetic Survey in July 1992..
 RW0535
 RW0535.The orthometric height was scaled from a topographic map.
 RW0535
 RW0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0535
 RW0535.The geoid height was determined by GEOID03.
 RW0535
 RW0535;                    North         East     Units Scale Factor Converg.
 RW0535;SPC MT       -   268,708.222   428,486.657   MT  0.99941298   -1 38 24.0
 RW0535;SPC MT       -   881,588.65  1,405,796.12   iFT  0.99941298   -1 38 24.0
 RW0535;UTM  12      - 5,166,099.543   443,220.493   MT  0.99963963   -0 32 22.3
 RW0535
 RW0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0535!SPC MT       -   0.99977790  x   0.99941298  =   0.99919101
 RW0535!UTM  12      -   0.99977790  x   0.99963963  =   0.99941761
 RW0535
 RW0535                          SUPERSEDED SURVEY CONTROL
 RW0535
 RW0535  NAD 83(1986)-  46 38 45.77388(N)    111 44 31.07436(W) AD(       ) 3
 RW0535
 RW0535.Superseded values are not recommended for survey control.
 RW0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0535.See file dsdata.txt to determine how the superseded data were derived.
 RW0535
 RW0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS4322066100(NAD 83)
 RW0535_MARKER: DS = TRIANGULATION STATION DISK
 RW0535_SETTING: 66 = SET IN ROCK OUTCROP
 RW0535_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RW0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0535
 RW0535  HISTORY     - Date     Condition        Report By
 RW0535  HISTORY     - 1885     MONUMENTED       MORC
 RW0535  HISTORY     - 1972     GOOD             USGS
 RW0535
 RW0535                          STATION DESCRIPTION
 RW0535
 RW0535'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0535'CANYON FERRY IS ON LEFT BANK, ON A ROCKY RIDGE RUNNING NEARLY E. AND
 RW0535'W., AND THE HIGHEST POINT WITHIN 2 MI.  TRIANGULATION STATION IS ABOUT
 RW0535'2 MI. N. 65 DEGREES W. OF THE TOWN OF CANYON FERRY.
 RW0535'
 RW0535'RECOVERED BY USGS IN 1972 AND REDESCRIBED AS FOLLOWS
 RW0535'
 RW0535'STATION IS LOCATED ABOUT 7.5 MI. AIRLINE SW. OF NEW CANYON FERRY,
 RW0535'MONTANA, ON THE HIGHEST POINT OF A RIDGE RUNNING NE-SW., IN SEC. 4,
 RW0535'T 10 N, R 1 W.
 RW0535'
 RW0535'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 284 AND USFS
 RW0535'HIGHWAY 8 IN CANYON FERRY, MONTANA, GO SW. ALONG STATE HIGHWAY 284
 RW0535'3.8 MI. TO GRADED RD. NE., TURN RIGHT (NE.), GO ALONG GRADED RD. 1.25
 RW0535'MI. TO DIM RD. SE., TURN RIGHT AND GO 0.25 MI. TO Y-INTERSECTION OF
 RW0535'DIM RDS., FROM THIS POINT IT IS ABOUT A 20 MINUTE PACK TRIP NE. AND
 RW0535'UP HILL TO TOP OF RIDGE AND STATION SITE.
 RW0535'
 RW0535'STATION MARK--COPPER BOLT LEADED IN NATURAL ROCK 2 FT. ABOVE GROUND
 RW0535'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0273 ***********************************************************************
 SQ0273  DESIGNATION -  CANYON RM 1
 SQ0273  PID         -  SQ0273
 SQ0273  STATE/COUNTY-  MT/VALLEY
 SQ0273  USGS QUAD   -  WAGON COULEE (1971)
 SQ0273
 SQ0273                         *CURRENT SURVEY CONTROL
 SQ0273  ___________________________________________________________________
 SQ0273* NAD 83(1986)-  47 42 27.     (N)    107 11 27.     (W)     SCALED    
 SQ0273* NAVD 88     -       885.768  (meters)    2906.06   (feet)  ADJUSTED  
 SQ0273  ___________________________________________________________________
 SQ0273  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SQ0273  DYNAMIC HT  -         885.799 (meters)    2906.16  (feet)  COMP
 SQ0273  MODELED GRAV-     980,616.7   (mgal)                       NAVD 88
 SQ0273
 SQ0273  VERT ORDER  -  SECOND    CLASS 0
 SQ0273
 SQ0273.The horizontal coordinates were scaled from a topographic map and have
 SQ0273.an estimated accuracy of +/- 6 seconds.
 SQ0273
 SQ0273.The orthometric height was determined by differential leveling
 SQ0273.and adjusted by the National Geodetic Survey in June 1991..
 SQ0273
 SQ0273.The geoid height was determined by GEOID03.
 SQ0273
 SQ0273.The dynamic height is computed by dividing the NAVD 88
 SQ0273.geopotential number by the normal gravity value computed on the
 SQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0273.degrees latitude (g = 980.6199 gals.).
 SQ0273
 SQ0273.The modeled gravity was interpolated from observed gravity values.
 SQ0273
 SQ0273;                    North         East    Units  Estimated Accuracy
 SQ0273;SPC MT       -   386,740.      773,180.      MT  (+/- 180 meters Scaled)
 SQ0273
 SQ0273                          SUPERSEDED SURVEY CONTROL
 SQ0273
 SQ0273  NGVD 29 (??/??/92)  885.070  (m)         2903.77   (f) ADJ UNCH    2 0
 SQ0273
 SQ0273.Superseded values are not recommended for survey control.
 SQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0273.See file dsdata.txt to determine how the superseded data were derived.
 SQ0273
 SQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN356861(NAD 83)
 SQ0273_MARKER: DR = REFERENCE MARK DISK
 SQ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0273_STAMPING: CANYON MO.R.C. NO 1 1948
 SQ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0273+STABILITY: SURFACE MOTION
 SQ0273
 SQ0273  HISTORY     - Date     Condition        Report By
 SQ0273  HISTORY     - 1948     MONUMENTED       CGS
 SQ0273
 SQ0273                          STATION DESCRIPTION
 SQ0273
 SQ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0273'59.8 MI W FROM GLASGOW.
 SQ0273'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0273'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0273'ROAD, THENCE 41.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.4
 SQ0273'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 3.4 MILES SOUTHEAST ALONG
 SQ0273'A TRAIL, 0.1 MILE SOUTHWEST OF THE TRAIL, 127 YARDS (PACED) NORTH OF
 SQ0273'THE CREST OF A HILL, 44.3 FEET NORTH NORTHEAST OF CANYON (MO.R.C.)
 SQ0273'R.M.2, 29.8 FEET EAST OF TRIANGULATION STATION CANYON (MO.R.C.), AND
 SQ0273'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SQ0273'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0272 ***********************************************************************
 SQ0272  DESIGNATION -  CANYON RM 2
 SQ0272  PID         -  SQ0272
 SQ0272  STATE/COUNTY-  MT/VALLEY
 SQ0272  USGS QUAD   -  WAGON COULEE (1971)
 SQ0272
 SQ0272                         *CURRENT SURVEY CONTROL
 SQ0272  ___________________________________________________________________
 SQ0272* NAD 83(1986)-  47 42 26.     (N)    107 11 27.     (W)     SCALED    
 SQ0272* NAVD 88     -       886.172  (meters)    2907.38   (feet)  ADJUSTED  
 SQ0272  ___________________________________________________________________
 SQ0272  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SQ0272  DYNAMIC HT  -         886.203 (meters)    2907.48  (feet)  COMP
 SQ0272  MODELED GRAV-     980,616.7   (mgal)                       NAVD 88
 SQ0272
 SQ0272  VERT ORDER  -  SECOND    CLASS 0
 SQ0272
 SQ0272.The horizontal coordinates were scaled from a topographic map and have
 SQ0272.an estimated accuracy of +/- 6 seconds.
 SQ0272
 SQ0272.The orthometric height was determined by differential leveling
 SQ0272.and adjusted by the National Geodetic Survey in June 1991..
 SQ0272
 SQ0272.The geoid height was determined by GEOID03.
 SQ0272
 SQ0272.The dynamic height is computed by dividing the NAVD 88
 SQ0272.geopotential number by the normal gravity value computed on the
 SQ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0272.degrees latitude (g = 980.6199 gals.).
 SQ0272
 SQ0272.The modeled gravity was interpolated from observed gravity values.
 SQ0272
 SQ0272;                    North         East    Units  Estimated Accuracy
 SQ0272;SPC MT       -   386,710.      773,180.      MT  (+/- 180 meters Scaled)
 SQ0272
 SQ0272                          SUPERSEDED SURVEY CONTROL
 SQ0272
 SQ0272  NGVD 29 (??/??/92)  885.474  (m)         2905.09   (f) ADJ UNCH    2 0
 SQ0272
 SQ0272.Superseded values are not recommended for survey control.
 SQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0272.See file dsdata.txt to determine how the superseded data were derived.
 SQ0272
 SQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN356860(NAD 83)
 SQ0272_MARKER: DR = REFERENCE MARK DISK
 SQ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0272_STAMPING: CANYON MO.R.C. NO 2
 SQ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0272+STABILITY: SURFACE MOTION
 SQ0272
 SQ0272  HISTORY     - Date     Condition        Report By
 SQ0272  HISTORY     - 1948     MONUMENTED       CGS
 SQ0272  HISTORY     - 1948     GOOD             NGS
 SQ0272
 SQ0272                          STATION DESCRIPTION
 SQ0272
 SQ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0272'59.8 MI S FROM GLASGOW.
 SQ0272'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0272'RAILROAD STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED
 SQ0272'DIRT ROAD, THENCE 41.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 SQ0272'THENCE 2.4 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 3.4 MILES
 SQ0272'SOUTHEAST ALONG A TRAIL.  0.1 MILES SOUTHWEST OF THE TRAIL, 114 YARDS
 SQ0272'NORTH OF THE CREST OF A HILL, 44.3 FEET SOUTHWEST OF CANYON (MO.R.C.)
 SQ0272'R.M. 1, 39.5 FEET SOUTHEAST OF TRIANGULATION STATION CANYON (MO.R.C.),
 SQ0272'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 SQ0272'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1039 ***********************************************************************
 SU1039  DESIGNATION -  CANYON RM BOLT
 SU1039  PID         -  SU1039
 SU1039  STATE/COUNTY-  MT/SANDERS
 SU1039  USGS QUAD   -  GOAT PEAK (1983)
 SU1039
 SU1039                         *CURRENT SURVEY CONTROL
 SU1039  ___________________________________________________________________
 SU1039* NAD 83(1992)-  47 54 31.99841(N)    115 31 31.02920(W)     ADJUSTED  
 SU1039* NAVD 88     -      1929.     (meters)    6329.     (feet)  SCALED    
 SU1039  ___________________________________________________________________
 SU1039  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 SU1039  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 SU1039
 SU1039  HORZ ORDER  -  SECOND
 SU1039
 SU1039.The horizontal coordinates were established by classical geodetic methods
 SU1039.and adjusted by the National Geodetic Survey in July 1992..
 SU1039.No horizontal observational check was made to the station.
 SU1039
 SU1039.The orthometric height was scaled from a topographic map.
 SU1039
 SU1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1039
 SU1039.The geoid height was determined by GEOID03.
 SU1039
 SU1039;                    North         East     Units Scale Factor Converg.
 SU1039;SPC MT       -   423,877.957   150,232.018   MT  0.99951523   -4 24 27.1
 SU1039;SPC MT       - 1,390,675.71    492,887.20   iFT  0.99951523   -4 24 27.1
 SU1039;UTM  11      - 5,307,226.155   610,199.381   MT  0.99974922   +1 05 40.1
 SU1039
 SU1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1039!SPC MT       -   0.99970021  x   0.99951523  =   0.99921559
 SU1039!UTM  11      -   0.99970021  x   0.99974922  =   0.99944951
 SU1039
 SU1039                          SUPERSEDED SURVEY CONTROL
 SU1039
 SU1039  NAD 83(1986)-  47 54 32.00244(N)    115 31 31.02226(W) AD(       ) 2
 SU1039  NAD 27      -  47 54 32.24466(N)    115 31 27.41283(W) AD(       ) 2
 SU1039
 SU1039.Superseded values are not recommended for survey control.
 SU1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1039.See file dsdata.txt to determine how the superseded data were derived.
 SU1039
 SU1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP1019907226(NAD 83)
 SU1039
 SU1039  HISTORY     - Date     Condition        Report By
 SU1039  HISTORY     - 1940     MONUMENTED       CGS
 SU1039
 SU1039                          STATION DESCRIPTION
 SU1039
 SU1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SU1039'SEE STATION CANYON USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0539 ***********************************************************************
 QY0539  DESIGNATION -  CAP
 QY0539  PID         -  QY0539
 QY0539  STATE/COUNTY-  MT/BEAVERHEAD
 QY0539  USGS QUAD   -  BANNACK (1988)
 QY0539
 QY0539                         *CURRENT SURVEY CONTROL
 QY0539  ___________________________________________________________________
 QY0539* NAD 83(1992)-  45 09 04.39020(N)    112 55 39.87474(W)     ADJUSTED  
 QY0539* NAVD 88     -      2145.9    (meters)    7040.     (feet)  VERTCON   
 QY0539  ___________________________________________________________________
 QY0539  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 QY0539  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 QY0539
 QY0539  HORZ ORDER  -  THIRD
 QY0539
 QY0539.The horizontal coordinates were established by classical geodetic methods
 QY0539.and adjusted by the National Geodetic Survey in July 1992..
 QY0539
 QY0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0539
 QY0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0539
 QY0539.The geoid height was determined by GEOID03.
 QY0539
 QY0539;                    North         East     Units Scale Factor Converg.
 QY0539;SPC MT       -   106,065.897   330,554.758   MT  0.99991260   -2 30 26.7
 QY0539;SPC MT       -   347,985.23  1,084,497.24   iFT  0.99991260   -2 30 26.7
 QY0539;UTM  12      - 5,001,556.870   348,464.660   MT  0.99988235   -1 22 01.1
 QY0539
 QY0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0539!SPC MT       -   0.99966549  x   0.99991260  =   0.99957812
 QY0539!UTM  12      -   0.99966549  x   0.99988235  =   0.99954788
 QY0539
 QY0539:                Primary Azimuth Mark                     Grid Az
 QY0539:SPC MT       -  BADGER                                   353 03 10.6
 QY0539:UTM  12      -  BADGER                                   351 54 45.0
 QY0539
 QY0539|---------------------------------------------------------------------|
 QY0539| PID    Reference Object                     Distance      Geod. Az  |
 QY0539|                                                           dddmmss.s |
 QY0539| QY0536 BADGER                              APPROX. 6.1 KM 3503243.9 |
 QY0539|---------------------------------------------------------------------|
 QY0539
 QY0539                          SUPERSEDED SURVEY CONTROL
 QY0539
 QY0539  NAD 83(1986)-  45 09 04.38891(N)    112 55 39.87278(W) AD(       ) 3
 QY0539  NAD 27      -  45 09 04.67032(N)    112 55 36.74162(W) AD(       ) 3
 QY0539  NGVD 29 (07/19/86) 2144.6    (m)         7036.     (f) VERT ANG       
 QY0539
 QY0539.Superseded values are not recommended for survey control.
 QY0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0539.See file dsdata.txt to determine how the superseded data were derived.
 QY0539
 QY0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4846501557(NAD 83)
 QY0539_MARKER: DD = SURVEY DISK
 QY0539_SETTING: 66 = SET IN ROCK OUTCROP
 QY0539_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QY0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0539+STABILITY: POSITION/ELEVATION WELL
 QY0539
 QY0539  HISTORY     - Date     Condition        Report By
 QY0539  HISTORY     - 1950     MONUMENTED       USGS
 QY0539
 QY0539                          STATION DESCRIPTION
 QY0539
 QY0539'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0539'STATION IS A THREE-POINT LOCATED IN SE. 1/4 SEC. 10, T 8 S, R 11 W,
 QY0539'ABOUT 14 MI. (AIRLINE) SW. OF DILLON, MONTANA, ON A ROCK CAPPED SMALL
 QY0539'MOUNTAIN JUST E. OF RD. FROM BADGER PASS ROAD TO GRASSHOPPER CREEK
 QY0539'NEAR LOWER END OF COLD SPRING CREEK.  THE MOUNTAIN IS DENSELY WOODED
 QY0539'ON THE W. SIDE AND BARE ON THE OTHER SLOPES.
 QY0539'
 QY0539'TO REACH FROM DILLON, MONTANA, AT SECOND BRIDGE OVER BEAVERHEAD RIVER
 QY0539'AT W. LIMIT OF TOWN, DRIVE OUT RIVER ROAD (BADGER PASS ROAD) 7.2 MI.
 QY0539'TO RD. FORK AT ARGENTA TURNOFF.  KEEP LEFT ON MAIN RD. AND GO 1.7 MI.
 QY0539'TO FORK AT ERMONT MINE TURNOFF.  KEEP LEFT AND GO 0.2 MI. TO RD. FORK.
 QY0539'TURN LEFT OFF MAIN RD. AND GO 1.1 MI. ON GRASSHOPPER CREEK ROAD TO
 QY0539'POOR RD. COMING IN AT RIGHT ANGLES.  TURN LEFT OFF GRASSHOPPER CREEK
 QY0539'ROAD ACROSS MEADOW-LIKE BOTTOM AND SMALL BRIDGE.  CONTINUE 0.7 MI.
 QY0539'FROM MAIN RD. TO RD. FORK UNDER POWER LINE.  TAKE RIGHT FORK FOR 0.3
 QY0539'MI. TO DIM RD. FORK.  TURN RIGHT AND FOLLOW DIM TRAIL THRU GRASS AND
 QY0539'SAGE IN SOUTHWESTERLY DIRECTION ABOUT 2 MI. TO STATION.  ROAD TRAIL
 QY0539'GRADUALLY FADES OUT BUT STATION CAN BE REACHED WITH JEEP BY PICKING
 QY0539'WAY CROSS COUNTRY.  BY DRIVING DOWN GRASSHOPPER CREEK ROAD TO HEAD OF
 QY0539'COLD SPRINGS CREEK, STATION CAN BE REACHED BY 1/2 HOUR CLIMB UP STEEP
 QY0539'SLOPE E. OF RD. TO HIGHEST POINT ON PARTLY WOODED MOUNTAIN.  STAMPED
 QY0539'---VABM 7036---.
 QY0539'
 QY0539'STATION MARK--STANDARD BRONZE TABLET STAMPED ---W-CAP, 1950 VA BM
 QY0539'7036---, SET IN CEMENT IN DRILL HOLE IN SOLID ROCK ON HIGHEST PART OF
 QY0539'MOUNTAIN WHICH IS SMALL, SOMEWHAT FLAT, ROCKY CAP.
 QY0539'
 QY0539'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0896 ***********************************************************************
 RX0896  DESIGNATION -  CAP
 RX0896  PID         -  RX0896
 RX0896  STATE/COUNTY-  MT/JEFFERSON
 RX0896  USGS QUAD   -  BOULDER EAST (1996)
 RX0896
 RX0896                         *CURRENT SURVEY CONTROL
 RX0896  ___________________________________________________________________
 RX0896* NAD 83(1992)-  46 14 27.89099(N)    112 06 45.49573(W)     ADJUSTED  
 RX0896* NAVD 88     -      1555.5    (meters)    5103.     (feet)  VERTCON   
 RX0896  ___________________________________________________________________
 RX0896  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 RX0896  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 RX0896
 RX0896  HORZ ORDER  -  THIRD
 RX0896  VERT ORDER  -  THIRD ? (See Below)
 RX0896
 RX0896.The horizontal coordinates were established by classical geodetic methods
 RX0896.and adjusted by the National Geodetic Survey in July 1992..
 RX0896
 RX0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0896.The vertical order pertains to the NGVD 29 superseded value.
 RX0896
 RX0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0896
 RX0896.The geoid height was determined by GEOID03.
 RX0896
 RX0896;                    North         East     Units Scale Factor Converg.
 RX0896;SPC MT       -   224,620.623   398,638.838   MT  0.99948254   -1 54 40.2
 RX0896;SPC MT       -   736,944.30  1,307,870.20   iFT  0.99948254   -1 54 40.2
 RX0896;UTM  12      - 5,121,435.382   414,221.051   MT  0.99969045   -0 48 13.2
 RX0896
 RX0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0896!SPC MT       -   0.99975815  x   0.99948254  =   0.99924082
 RX0896!UTM  12      -   0.99975815  x   0.99969045  =   0.99944867
 RX0896
 RX0896:                Primary Azimuth Mark                     Grid Az
 RX0896:SPC MT       -  BOULDER STATE TRAINING SCH TANK          187 21 38.5
 RX0896:UTM  12      -  BOULDER STATE TRAINING SCH TANK          186 15 11.5
 RX0896
 RX0896|---------------------------------------------------------------------|
 RX0896| PID    Reference Object                     Distance      Geod. Az  |
 RX0896|                                                           dddmmss.s |
 RX0896| RX0897 BOULDER STATE TRAINING SCH TANK     APPROX. 1.1 KM 1852658.3 |
 RX0896|---------------------------------------------------------------------|
 RX0896
 RX0896                          SUPERSEDED SURVEY CONTROL
 RX0896
 RX0896  NAD 83(1986)-  46 14 27.88947(N)    112 06 45.48821(W) AD(       ) 3
 RX0896  NAD 27      -  46 14 28.14574(N)    112 06 42.53502(W) AD(       ) 3
 RX0896  NGVD 29 (07/19/86) 1554.4    (m)         5100.     (f) LEVELING    3  
 RX0896
 RX0896.Superseded values are not recommended for survey control.
 RX0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0896.See file dsdata.txt to determine how the superseded data were derived.
 RX0896
 RX0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1422121435(NAD 83)
 RX0896
 RX0896  HISTORY     - Date     Condition        Report By
 RX0896  HISTORY     - 1947     MONUMENTED       USFS
 RX0896  HISTORY     - 1952     GOOD             USGS
 RX0896
 RX0896                          STATION DESCRIPTION
 RX0896
 RX0896'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RX0896'STATION IS LOCATED APPROXIMATELY .25 MI. N. OF BOULDER, JEFFERSON
 RX0896'COUNTY, MONTANA, ON THE MOST NORTHERLY AND HIGHEST OF TWO PEAKS
 RX0896'KNOWN AS CAPITAL HILL, IN SEC. 28, T 6 N, R 4 W.
 RX0896'
 RX0896'STATION MARK--A USFS BRASS TABLET, STAMPED ---CAP-1947---, CEMENTED
 RX0896'IN ROCK OUTCROP.
 RX0896'
 RX0896'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0543 ***********************************************************************
 SQ0543  DESIGNATION -  CAP ROCK
 SQ0543  PID         -  SQ0543
 SQ0543  STATE/COUNTY-  MT/GARFIELD
 SQ0543  USGS QUAD   -  CAP ROCK BUTTE (1965)
 SQ0543
 SQ0543                         *CURRENT SURVEY CONTROL
 SQ0543  ___________________________________________________________________
 SQ0543* NAD 83(1992)-  47 28 23.12744(N)    107 39 26.94102(W)     ADJUSTED  
 SQ0543* NAVD 88     -       923.9    (meters)    3031.     (feet)  VERTCON   
 SQ0543  ___________________________________________________________________
 SQ0543  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 SQ0543  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 SQ0543
 SQ0543  HORZ ORDER  -  SECOND
 SQ0543
 SQ0543.The horizontal coordinates were established by classical geodetic methods
 SQ0543.and adjusted by the National Geodetic Survey in July 1992..
 SQ0543
 SQ0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0543
 SQ0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0543
 SQ0543.The geoid height was determined by GEOID03.
 SQ0543
 SQ0543;                    North         East     Units Scale Factor Converg.
 SQ0543;SPC MT       -   359,774.737   738,799.996   MT  0.99942490   +1 20 52.1
 SQ0543;SPC MT       - 1,180,363.31  2,423,884.50   iFT  0.99942490   +1 20 52.1
 SQ0543;UTM  13      - 5,261,162.617   299,759.664   MT  1.00009277   -1 57 32.8
 SQ0543
 SQ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0543!SPC MT       -   0.99985758  x   0.99942490  =   0.99928256
 SQ0543!UTM  13      -   0.99985758  x   1.00009277  =   0.99995034
 SQ0543
 SQ0543|---------------------------------------------------------------------|
 SQ0543| PID    Reference Object                     Distance      Geod. Az  |
 SQ0543|                                                           dddmmss.s |
 SQ0543| CQ5241 CAP ROCK RM 2                         7.842 METERS 03241     |
 SQ0543| SQ0540 TWIN PINE                           APPROX.10.0 KM 1301915.8 |
 SQ0543| CQ5240 CAP ROCK RM 1                        10.372 METERS 27055     |
 SQ0543|---------------------------------------------------------------------|
 SQ0543
 SQ0543                          SUPERSEDED SURVEY CONTROL
 SQ0543
 SQ0543  NAD 83(1986)-  47 28 23.12230(N)    107 39 26.92510(W) AD(       ) 2
 SQ0543  NAD 27      -  47 28 23.11884(N)    107 39 24.55074(W) AD(       ) 2
 SQ0543  NGVD 29 (07/19/86)  923.2    (m)         3029.     (f) VERT ANG       
 SQ0543
 SQ0543.Superseded values are not recommended for survey control.
 SQ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0543.See file dsdata.txt to determine how the superseded data were derived.
 SQ0543
 SQ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9976061163(NAD 83)
 SQ0543_MARKER: DD = SURVEY DISK
 SQ0543_SETTING: 0 = UNSPECIFIED SETTING
 SQ0543
 SQ0543  HISTORY     - Date     Condition        Report By
 SQ0543  HISTORY     - 1967     MONUMENTED       USGS
 SQ0543
 SQ0543                          STATION DESCRIPTION
 SQ0543
 SQ0543'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 SQ0543'THE STATION IS LOCATED N. 73 DEG W., ABOUT 36 MI. (AIRLINE)
 SQ0543'FROM JORDAN, MONTANA N. 16 DEG W., ABOUT 27 MI. (AIRLINE) FROM
 SQ0543'SAND SPRINGS, MONTANA.  THE STATION IS ON PROPERTY OWNED BY
 SQ0543'JOHN MURY.  ON A PROMINENT BUTTE KNOWN LOCALLY AS CAP ROCK.  THE
 SQ0543'BASE OF THE BUTTE WAS REACHED BY A 2-WHEEL DRIVE VEHICLE FROM
 SQ0543'JORDAN, MONTANA, ABOUT A FIVE-MIN. PACK TO THE TOP.  STATION IS
 SQ0543'LOCATED IN THE SE 1/4 SEC. 20, T.20N., R.32E.  THE STATION SITE
 SQ0543'CAN BE LOCATED FROM THE JORDAN NL (13-1) 1--250,000 SERIES
 SQ0543'MAP.
 SQ0543'
 SQ0543'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED ON A
 SQ0543'2-FT. COPPERWELD ROD, CEMENTED IN DRILL HOLE IN SUBSURFACE
 SQ0543'BEDROCK CENTERED IN A BLACK TILE 6 IN. DIAMETER 12 IN. LONG
 SQ0543'FILLED WITH GRAVEL, FLUSH WITH GROUND.  STAMPED CAP ROCK E.T.
 SQ0543'1967.
 SQ0543'
 SQ0543'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 SQ0543'CEMENTED IN DRILL HOLE IN ROCK LEDGE, ABOUT 2 FT. E. OF W. EDGE
 SQ0543'OF BUTTE.  STAMPED CAP ROCK E.T. 1967 R.M. NO. 1.
 SQ0543'
 SQ0543'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 SQ0543'CEMENTED IN DRILL HOLE IN ROCK LEDGE ABOUT 2 FT. S. OF N. EDGE
 SQ0543'OF BUTTE AND IS STAMPED CAP ROCK E.T. 1967 R.M. NO. 2.
 SQ0543'
 SQ0543'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 52.35
 SQ0543'FT. (15.956 METERS).
 SQ0543'
 SQ0543'STATION TWIN PINE E.T. IS VISIBLE FROM THE GROUND AND WILL SERVE
 SQ0543'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0246 ***********************************************************************
 RV0246  DESIGNATION -  CARELESS
 RV0246  PID         -  RV0246
 RV0246  STATE/COUNTY-  MT/WHEATLAND
 RV0246  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0246
 RV0246                         *CURRENT SURVEY CONTROL
 RV0246  ___________________________________________________________________
 RV0246* NAD 83(1992)-  46 29 24.83428(N)    109 29 13.08757(W)     ADJUSTED  
 RV0246* NAVD 88     -      1291.870  (meters)    4238.41   (feet)  ADJUSTED  
 RV0246  ___________________________________________________________________
 RV0246  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 RV0246  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0246  DYNAMIC HT  -        1291.617 (meters)    4237.58  (feet)  COMP
 RV0246  MODELED GRAV-     980,373.0   (mgal)                       NAVD 88
 RV0246
 RV0246  HORZ ORDER  -  SECOND
 RV0246  VERT ORDER  -  SECOND    CLASS 0
 RV0246
 RV0246.The horizontal coordinates were established by classical geodetic methods
 RV0246.and adjusted by the National Geodetic Survey in July 1992..
 RV0246
 RV0246.The orthometric height was determined by differential leveling
 RV0246.and adjusted by the National Geodetic Survey in June 1991..
 RV0246
 RV0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0246
 RV0246.The geoid height was determined by GEOID03.
 RV0246
 RV0246.The dynamic height is computed by dividing the NAVD 88
 RV0246.geopotential number by the normal gravity value computed on the
 RV0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0246.degrees latitude (g = 980.6199 gals.).
 RV0246
 RV0246.The modeled gravity was interpolated from observed gravity values.
 RV0246
 RV0246;                    North         East     Units Scale Factor Converg.
 RV0246;SPC MT       -   248,942.282   600,999.924   MT  0.99943391   +0 00 34.3
 RV0246;SPC MT       -   816,739.77  1,971,784.53   iFT  0.99943391   +0 00 34.3
 RV0246;UTM  12      - 5,149,630.026   616,117.850   MT  0.99976574   +1 05 50.9
 RV0246
 RV0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0246!SPC MT       -   0.99979941  x   0.99943391  =   0.99923344
 RV0246!UTM  12      -   0.99979941  x   0.99976574  =   0.99956520
 RV0246
 RV0246|---------------------------------------------------------------------|
 RV0246| PID    Reference Object                     Distance      Geod. Az  |
 RV0246|                                                           dddmmss.s |
 RV0246| RV0247 CARELESS RM 1                        16.968 METERS 14432     |
 RV0246| RV0755 HEDGES                              APPROX. 6.8 KM 2215512.5 |
 RV0246| RV0245 CARELESS RM 2                        11.473 METERS 25453     |
 RV0246|---------------------------------------------------------------------|
 RV0246
 RV0246                          SUPERSEDED SURVEY CONTROL
 RV0246
 RV0246  NAD 83(1986)-  46 29 24.82772(N)    109 29 13.06651(W) AD(       ) 2
 RV0246  NAD 27      -  46 29 24.97130(N)    109 29 10.42040(W) AD(       ) 2
 RV0246  NGVD 29 (??/??/92) 1290.959  (m)         4235.42   (f) ADJ UNCH    2 0
 RV0246
 RV0246.Superseded values are not recommended for survey control.
 RV0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0246.See file dsdata.txt to determine how the superseded data were derived.
 RV0246
 RV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS1611849630(NAD 83)
 RV0246_MARKER: DS = TRIANGULATION STATION DISK
 RV0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0246_STAMPING: CARELESS 1961
 RV0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0246+STABILITY: SURFACE MOTION
 RV0246
 RV0246  HISTORY     - Date     Condition        Report By
 RV0246  HISTORY     - 1961     MONUMENTED       CGS
 RV0246  HISTORY     - 1961     GOOD             CGS
 RV0246
 RV0246                          STATION DESCRIPTION
 RV0246
 RV0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RV0246'THE STATION IS LOCATED ON A ROAD RIGHT-OF-WAY ABOUT 4 MILES
 RV0246'NORTH AND 16-1/2 MILES EAST OF HARLOWTON, 10 MILES NORTH AND
 RV0246'2 MILES EAST OF SHAWMUT.
 RV0246'
 RV0246'TO REACH THE STATION FROM THE POST OFFICE IN SHAWMUT, GO SOUTH
 RV0246'ONE BLOCK, TURN RIGHT ON U.S. HIGHWAY 12 AND GO WEST FOR 0.2
 RV0246'MILE TO A ROAD RIGHT, TURN RIGHT AND FOLLOW THE GRAVELED
 RV0246'ROAD NORTH FOR 9.0 MILES TO A SIDE ROAD RIGHT, JUST BEFORE
 RV0246'REACHING THE OLD STORE BUILDINGS IN HEDGESVILLE.  TURN RIGHT
 RV0246'AND GO EAST ON THE WINDING ROAD FOR 1.2 MILES TO A SIDE ROAD
 RV0246'LEFT, TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 1.2
 RV0246'MILES TO THE STATION ON THE LEFT, JUST SOUTH OF A RIGHT TURN
 RV0246'IN THE ROAD.
 RV0246'
 RV0246'THE STATION MARK IS A STANDARD DISK STAMPED CARELESS 1961, SET
 RV0246'IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 65.5 FEET
 RV0246'SOUTH OF A FENCE AND 33 FEET WEST OF THE CENTER OF THE ROAD.
 RV0246'
 RV0246'R.M. 1 IS A STANDARD DISK STAMPED CARELESS NO 1 1961, SET
 RV0246'IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 23 FEET
 RV0246'EAST OF THE CENTER OF THE ROAD AND 1.5 FEET WEST OF A FENCE.
 RV0246'
 RV0246'R.M. 2 IS A STANDARD DISK STAMPED CARELESS NO 2 1961, SET IN A
 RV0246'SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 75 FEET SOUTH
 RV0246'OF THE FENCE AND 53 FEET WEST OF THE CENTER OF THE ROAD.
 RV0246
 RV0246                          STATION RECOVERY (1961)
 RV0246
 RV0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 RV0246'3.4 MI N FROM HEDGESVILLE.
 RV0246'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0246'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0246'ROAD, THENCE 2.1 MILES NORTH ALONG A GRAVEL ROAD, AT THE SUMMIT OF A
 RV0246'HILL, AT A FENCE CORNER, 31 1/2 FEET WEST OF THE CENTER LINE OF THE
 RV0246'ROAD, 56 FEET NORTHWEST OF CARELESS R.M. 1, 38 FEET EAST-NORTHEAST OF
 RV0246'CARELESS R.M. 2, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RV0246'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0247 ***********************************************************************
 RV0247  DESIGNATION -  CARELESS RM 1
 RV0247  PID         -  RV0247
 RV0247  STATE/COUNTY-  MT/WHEATLAND
 RV0247  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0247
 RV0247                         *CURRENT SURVEY CONTROL
 RV0247  ___________________________________________________________________
 RV0247* NAD 83(1986)-  46 29 24.     (N)    109 29 12.     (W)     SCALED    
 RV0247* NAVD 88     -      1291.819  (meters)    4238.24   (feet)  ADJUSTED  
 RV0247  ___________________________________________________________________
 RV0247  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 RV0247  DYNAMIC HT  -        1291.566 (meters)    4237.41  (feet)  COMP
 RV0247  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 RV0247
 RV0247  VERT ORDER  -  SECOND    CLASS 0
 RV0247
 RV0247.The horizontal coordinates were scaled from a topographic map and have
 RV0247.an estimated accuracy of +/- 6 seconds.
 RV0247
 RV0247.The orthometric height was determined by differential leveling
 RV0247.and adjusted by the National Geodetic Survey in June 1991..
 RV0247
 RV0247.The geoid height was determined by GEOID03.
 RV0247
 RV0247.The dynamic height is computed by dividing the NAVD 88
 RV0247.geopotential number by the normal gravity value computed on the
 RV0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0247.degrees latitude (g = 980.6199 gals.).
 RV0247
 RV0247.The modeled gravity was interpolated from observed gravity values.
 RV0247
 RV0247;                    North         East    Units  Estimated Accuracy
 RV0247;SPC MT       -   248,920.      601,020.      MT  (+/- 180 meters Scaled)
 RV0247
 RV0247                          SUPERSEDED SURVEY CONTROL
 RV0247
 RV0247  NGVD 29 (??/??/92) 1290.908  (m)         4235.25   (f) ADJ UNCH    2 0
 RV0247
 RV0247.Superseded values are not recommended for survey control.
 RV0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0247.See file dsdata.txt to determine how the superseded data were derived.
 RV0247
 RV0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS161496(NAD 83)
 RV0247_MARKER: DR = REFERENCE MARK DISK
 RV0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0247_STAMPING: CARELESS NO. 1 1961
 RV0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0247+STABILITY: SURFACE MOTION
 RV0247
 RV0247  HISTORY     - Date     Condition        Report By
 RV0247  HISTORY     - 1961     MONUMENTED       CGS
 RV0247
 RV0247                          STATION DESCRIPTION
 RV0247
 RV0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0247'3.4 MI N FROM HEDGESVILLE.
 RV0247'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0247'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0247'ROAD, THENCE 2.1 MILES NORTH ALONG A GRAVEL ROAD, AT THE SUMMIT OF A
 RV0247'HILL, AT A FENCE CORNER, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RV0247'ROAD, 77.4 FEET SOUTHEAST OF CARELESS R.M. 2, 56 FEET SOUTH-SOUTHEAST
 RV0247'OF CARELESS TRIANGULATION STATION, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 RV0247'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0245 ***********************************************************************
 RV0245  DESIGNATION -  CARELESS RM 2
 RV0245  PID         -  RV0245
 RV0245  STATE/COUNTY-  MT/WHEATLAND
 RV0245  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0245
 RV0245                         *CURRENT SURVEY CONTROL
 RV0245  ___________________________________________________________________
 RV0245* NAD 83(1986)-  46 29 24.     (N)    109 29 14.     (W)     SCALED    
 RV0245* NAVD 88     -      1291.391  (meters)    4236.84   (feet)  ADJUSTED  
 RV0245  ___________________________________________________________________
 RV0245  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 RV0245  DYNAMIC HT  -        1291.138 (meters)    4236.01  (feet)  COMP
 RV0245  MODELED GRAV-     980,373.0   (mgal)                       NAVD 88
 RV0245
 RV0245  VERT ORDER  -  SECOND    CLASS 0
 RV0245
 RV0245.The horizontal coordinates were scaled from a topographic map and have
 RV0245.an estimated accuracy of +/- 6 seconds.
 RV0245
 RV0245.The orthometric height was determined by differential leveling
 RV0245.and adjusted by the National Geodetic Survey in June 1991..
 RV0245
 RV0245.The geoid height was determined by GEOID03.
 RV0245
 RV0245.The dynamic height is computed by dividing the NAVD 88
 RV0245.geopotential number by the normal gravity value computed on the
 RV0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0245.degrees latitude (g = 980.6199 gals.).
 RV0245
 RV0245.The modeled gravity was interpolated from observed gravity values.
 RV0245
 RV0245;                    North         East    Units  Estimated Accuracy
 RV0245;SPC MT       -   248,920.      600,980.      MT  (+/- 180 meters Scaled)
 RV0245
 RV0245                          SUPERSEDED SURVEY CONTROL
 RV0245
 RV0245  NGVD 29 (??/??/92) 1290.480  (m)         4233.85   (f) ADJ UNCH    2 0
 RV0245
 RV0245.Superseded values are not recommended for survey control.
 RV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0245.See file dsdata.txt to determine how the superseded data were derived.
 RV0245
 RV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS160496(NAD 83)
 RV0245_MARKER: DR = REFERENCE MARK DISK
 RV0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0245_STAMPING: CARELESS NO. 2 1961
 RV0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0245+STABILITY: SURFACE MOTION
 RV0245
 RV0245  HISTORY     - Date     Condition        Report By
 RV0245  HISTORY     - 1961     MONUMENTED       CGS
 RV0245
 RV0245                          STATION DESCRIPTION
 RV0245
 RV0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0245'3.4 MI N FROM HEDGESVILLE.
 RV0245'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0245'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0245'ROAD, THENCE 2.1 MILES NORTH ALONG A GRAVEL ROAD, AT THE SUMMIT OF A
 RV0245'HILL, AT A FENCE CORNER, 77.4 FEET NORTHWEST OF CARELESS R.M. 1, 38
 RV0245'FEET WEST-SOUTHWEST OF CARELESS TRIANGULATION STATION, ABOUT LEVEL
 RV0245'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RV0245'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1033 ***********************************************************************
 TN1033  DESIGNATION -  CARIBOU
 TN1033  PID         -  TN1033
 TN1033  STATE/COUNTY-  MT/LINCOLN
 TN1033  USGS QUAD   -  MOUNT HENRY (1963)
 TN1033
 TN1033                         *CURRENT SURVEY CONTROL
 TN1033  ___________________________________________________________________
 TN1033* NAD 83(1992)-  48 59 34.66462(N)    115 30 47.89525(W)     ADJUSTED  
 TN1033* NAVD 88     -      2090.     (meters)    6857.     (feet)  SCALED    
 TN1033  ___________________________________________________________________
 TN1033  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 TN1033  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 TN1033
 TN1033  HORZ ORDER  -  THIRD
 TN1033
 TN1033.The horizontal coordinates were established by classical geodetic methods
 TN1033.and adjusted by the National Geodetic Survey in July 1992..
 TN1033
 TN1033.The orthometric height was scaled from a topographic map.
 TN1033
 TN1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1033
 TN1033.The geoid height was determined by GEOID03.
 TN1033
 TN1033;                    North         East     Units Scale Factor Converg.
 TN1033;SPC MT       -   543,969.097   160,367.826   MT  0.99999568   -4 23 55.5
 TN1033;SPC MT       - 1,784,675.52    526,141.16   iFT  0.99999568   -4 23 55.5
 TN1033;UTM  11      - 5,427,738.311   608,754.320   MT  0.99974530   +1 07 19.2
 TN1033
 TN1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1033!SPC MT       -   0.99967496  x   0.99999568  =   0.99967065
 TN1033!UTM  11      -   0.99967496  x   0.99974530  =   0.99942035
 TN1033
 TN1033:                Primary Azimuth Mark                     Grid Az
 TN1033:SPC MT       -  WOOD                                     261 38 17.0
 TN1033:UTM  11      -  WOOD                                     256 07 02.3
 TN1033
 TN1033|---------------------------------------------------------------------|
 TN1033| PID    Reference Object                     Distance      Geod. Az  |
 TN1033|                                                           dddmmss.s |
 TN1033| TN1112 WOOD                                APPROX. 4.1 KM 2571421.5 |
 TN1033|---------------------------------------------------------------------|
 TN1033
 TN1033                          SUPERSEDED SURVEY CONTROL
 TN1033
 TN1033  NAD 83(1986)-  48 59 34.66969(N)    115 30 47.89499(W) AD(       ) 3
 TN1033
 TN1033.Superseded values are not recommended for survey control.
 TN1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1033.See file dsdata.txt to determine how the superseded data were derived.
 TN1033
 TN1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ0875427738(NAD 83)
 TN1033_MARKER: DD = SURVEY DISK
 TN1033_SETTING: 66 = SET IN ROCK OUTCROP
 TN1033_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1033+STABILITY: POSITION/ELEVATION WELL
 TN1033
 TN1033  HISTORY     - Date     Condition        Report By
 TN1033  HISTORY     - 1903     MONUMENTED       IBC
 TN1033  HISTORY     - 1934     GOOD             IBC
 TN1033
 TN1033                          STATION DESCRIPTION
 TN1033
 TN1033'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1903 (CHS)
 TN1033'ON THE HIGHEST POINT OF CARIBOU MOUNTAIN, A HIGH RIDGE RUNNING NEARLY
 TN1033'NORTH AND SOUTH AT THE HEAD WATERS OF GOLD CREEK TO THE NORTHEAST,
 TN1033'CARIBOU CREEK TO THE SOUTHEAST, AND BLACKTAIL CREEK TO THE WEST.
 TN1033'INTERNATIONAL BOUNDARY MONUMENT 236 IS ON THE SAME RIDGE AT A LOWER
 TN1033'ELEVATION, 0.6 MILE NORTHWEST OF THE STATION.
 TN1033'
 TN1033'STATION MARK--THE STATION WAS RECOVERED IN 1934 AND RE - MARKED BY A
 TN1033'3 - INCH BRONZE - DISK STATION MARK, BEARING THE WORDS---INTERNATIONAL
 TN1033'BOUNDARY COMMISSION---, INTO THE ORIGINAL DRILL HOLE IN SOLID ROCK.
 TN1033'THE THREE ORIGINAL REFERENCES, AN ARROW CUT ON A LARGE LOOSE STONE
 TN1033'TO THE NORTHEAST 17 FEET (PACED), AN ARROW CUT ON SOLID ROCK TO THE
 TN1033'SOUTH 13 FEET (PACED), AND AN ARROW CUT ON A LARGE LOOSE ROCK TO THE
 TN1033'WEST 8 FEET (PACED), WERE FOUND AS ORIGINALLY DESCRIBED.
 TN1033
 TN1033                          STATION RECOVERY (1934)
 TN1033
 TN1033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1934
 TN1033'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0516 ***********************************************************************
 ST0516  DESIGNATION -  CARIBOU LOOKOUT TOWER
 ST0516  PID         -  ST0516
 ST0516  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0516  USGS QUAD   -  CARIBOU PEAK (1968)
 ST0516
 ST0516                         *CURRENT SURVEY CONTROL
 ST0516  ___________________________________________________________________
 ST0516* NAD 83(1992)-  47 11 17.15838(N)    112 34 26.14421(W)     ADJUSTED  
 ST0516* NAVD 88     -                                                        
 ST0516  ___________________________________________________________________
 ST0516  LAPLACE CORR-          -8.08  (seconds)                    DEFLEC99
 ST0516  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 ST0516
 ST0516  HORZ ORDER  -  THIRD
 ST0516
 ST0516.The horizontal coordinates were established by classical geodetic methods
 ST0516.and adjusted by the National Geodetic Survey in July 1992..
 ST0516
 ST0516
 ST0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0516
 ST0516.The geoid height was determined by GEOID03.
 ST0516
 ST0516;                    North         East     Units Scale Factor Converg.
 ST0516;SPC MT       -   331,044.401   367,231.201   MT  0.99939731   -2 14 54.9
 ST0516;SPC MT       - 1,086,103.68  1,204,826.77   iFT  0.99939731   -2 14 54.9
 ST0516;UTM  12      - 5,227,268.847   380,762.866   MT  0.99977473   -1 09 17.1
 ST0516
 ST0516                          SUPERSEDED SURVEY CONTROL
 ST0516
 ST0516  NAD 83(1986)-  47 11 17.16300(N)    112 34 26.13099(W) AD(       ) 4
 ST0516  NAD 27      -  47 11 17.37400(N)    112 34 22.99200(W) AD(       ) 3
 ST0516
 ST0516.Superseded values are not recommended for survey control.
 ST0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0516.See file dsdata.txt to determine how the superseded data were derived.
 ST0516
 ST0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT8076327269(NAD 83)
 ST0516
 ST0516  HISTORY     - Date     Condition        Report By
 ST0516  HISTORY     - 1956     MONUMENTED       CGS
 ST0516  HISTORY     - 1968     SEE DESCRIPTION  USGS
 ST0516
 ST0516                          STATION DESCRIPTION
 ST0516
 ST0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 ST0516'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF LONE MOUNTAIN,
 ST0516'10-1/2 MILES NORTHEAST OF RED MOUNTAIN AND 13 MILES NORTHEAST
 ST0516'OF LINCOLN.  IT IS A WOODEN STRUCTURE, ABOUT 25 FEET IN HEIGHT.
 ST0516'THE POINT OBSERVED WAS THE APEX OF THE ROOF.
 ST0516
 ST0516                          STATION RECOVERY (1968)
 ST0516
 ST0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ST0516'FS LOOKOUT TOWER BURNED DOWN IN 1966.  STATION DESTROYED.
 ST0516'
 ST0516'NO OTHER STRUCTURES ON THE MOUNTAIN AT PRESENT TIME.
 ST0516'
 ST0516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13
 ST0516'MILES NE OF LINCOLN, MONTANA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0548 ***********************************************************************
 TL0548  DESIGNATION -  CARIN ET
 TL0548  PID         -  TL0548
 TL0548  STATE/COUNTY-  MT/TOOLE
 TL0548  USGS QUAD   -  FEY LAKES (1962)
 TL0548
 TL0548                         *CURRENT SURVEY CONTROL
 TL0548  ___________________________________________________________________
 TL0548* NAD 83(1992)-  48 53 04.82835(N)    111 22 52.40666(W)     ADJUSTED  
 TL0548* NAVD 88     -      1476.5    (meters)    4844.     (feet)  VERTCON   
 TL0548  ___________________________________________________________________
 TL0548  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 TL0548  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 TL0548
 TL0548  HORZ ORDER  -  THIRD
 TL0548
 TL0548.The horizontal coordinates were established by classical geodetic methods
 TL0548.and adjusted by the National Geodetic Survey in July 1992..
 TL0548
 TL0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0548
 TL0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0548
 TL0548.The geoid height was determined by GEOID03.
 TL0548
 TL0548;                    North         East     Units Scale Factor Converg.
 TL0548;SPC MT       -   516,699.497   462,052.701   MT  0.99993111   -1 22 34.0
 TL0548;SPC MT       - 1,695,208.32  1,515,920.94   iFT  0.99993111   -1 22 34.0
 TL0548;UTM  12      - 5,414,705.775   472,052.016   MT  0.99960960   -0 17 14.0
 TL0548
 TL0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0548!SPC MT       -   0.99977099  x   0.99993111  =   0.99970212
 TL0548!UTM  12      -   0.99977099  x   0.99960960  =   0.99938068
 TL0548
 TL0548:                Primary Azimuth Mark                     Grid Az
 TL0548:SPC MT       -  WIND ET                                  250 59 11.2
 TL0548:UTM  12      -  WIND ET                                  249 53 51.2
 TL0548
 TL0548|---------------------------------------------------------------------|
 TL0548| PID    Reference Object                     Distance      Geod. Az  |
 TL0548|                                                           dddmmss.s |
 TL0548| TL0547 WIND ET                             APPROX. 4.2 KM 2493637.2 |
 TL0548|---------------------------------------------------------------------|
 TL0548
 TL0548                          SUPERSEDED SURVEY CONTROL
 TL0548
 TL0548  NAD 83(1986)-  48 53 04.82638(N)    111 22 52.41196(W) AD(       ) 3
 TL0548  NAD 27      -  48 53 04.86518(N)    111 22 49.39105(W) AD(       ) 3
 TL0548  NGVD 29 (07/19/86) 1475.5    (m)         4841.     (f) VERT ANG       
 TL0548
 TL0548.Superseded values are not recommended for survey control.
 TL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0548.See file dsdata.txt to determine how the superseded data were derived.
 TL0548
 TL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV7205214706(NAD 83)
 TL0548_MARKER: 72 = CAIRN
 TL0548_SETTING: 0 = UNSPECIFIED SETTING
 TL0548
 TL0548  HISTORY     - Date     Condition        Report By
 TL0548  HISTORY     - 1961     FIRST OBSERVED   USGS
 TL0548
 TL0548                          STATION DESCRIPTION
 TL0548
 TL0548'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 TL0548'STATION LOCATED ABOUT 6.0 MI. (AIRLINE) SW. OF WHITLASH, 1.0 MI.
 TL0548'(AIRLINE) NE. OF THE ABANDONED TOWN OF GOLD BUTTE, ON PROMINENT
 TL0548'CONICAL SHAPED TOP, JUST N. OF WHITLASH TO GOLD BUTTE ROAD.
 TL0548'
 TL0548'TO REACH FROM WHITLASH POST OFFICE, GO GENERALLY W. ALONG WHITLASH
 TL0548'TO GOLD BUTTE ROAD 1.3 MI. TO CROSSROAD JUNCTION, THENCE GENERALLY
 TL0548'SW. ALONG SAME RD. 5.4 MI. TO A POINT ALONG THE RD. AT BASE OF A
 TL0548'CONICAL SHAPED TOP.  STATION SITE IS AT THE POINT OF THIS TOP AND
 TL0548'THE BASE OF THE LARGE ROCK CAIRN THAT IS VISIBLE FOR SOME DISTANCE
 TL0548'AS YOU APPROACH THE AREA.  A TRUCK CAN BE DRIVEN AROUND NE. PART OF
 TL0548'HILL TO THE STATION SITE.
 TL0548'
 TL0548'STATION MARK--A ROCK CAIRN, 6.0 FT. ACROSS AT ITS BASE AND 9.0 FT.
 TL0548'HIGH.
 TL0548'
 TL0548'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0759 ***********************************************************************
 TH0759  DESIGNATION -  CARLISLE
 TH0759  PID         -  TH0759
 TH0759  STATE/COUNTY-  MT/SHERIDAN
 TH0759  USGS QUAD   -  
 TH0759
 TH0759                         *CURRENT SURVEY CONTROL
 TH0759  ___________________________________________________________________
 TH0759* NAD 83(1992)-  49 02 20.27239(N)    104 46 34.98550(W)     ADJUSTED  
 TH0759* NAVD 88     -       741.     (meters)    2431.     (feet)  SCALED    
 TH0759  ___________________________________________________________________
 TH0759  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 TH0759  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TH0759
 TH0759  HORZ ORDER  -  THIRD
 TH0759
 TH0759.The horizontal coordinates were established by classical geodetic methods
 TH0759.and adjusted by the National Geodetic Survey in July 1992..
 TH0759
 TH0759.The orthometric height was scaled from a topographic map.
 TH0759
 TH0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0759
 TH0759.The geoid height was determined by GEOID03.
 TH0759
 TH0759;                    North         East     Units Scale Factor Converg.
 TH0759;SPC MT       -   542,611.964   945,164.748   MT  1.00002423   +3 27 19.2
 TH0759;SPC MT       - 1,780,222.98  3,100,934.21   iFT  1.00002423   +3 27 19.2
 TH0759;UTM  13      - 5,431,811.384   516,343.008   MT  0.99960328   +0 10 07.9
 TH0759
 TH0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0759!SPC MT       -   0.99988676  x   1.00002423  =   0.99991098
 TH0759!UTM  13      -   0.99988676  x   0.99960328  =   0.99949008
 TH0759
 TH0759:                Primary Azimuth Mark                     Grid Az
 TH0759:SPC MT       -  LUMP                                     108 16 32.1
 TH0759:UTM  13      -  LUMP                                     111 33 43.4
 TH0759
 TH0759|---------------------------------------------------------------------|
 TH0759| PID    Reference Object                     Distance      Geod. Az  |
 TH0759|                                                           dddmmss.s |
 TH0759| TH0796 LUMP                                APPROX. 4.7 KM 1114351.3 |
 TH0759|---------------------------------------------------------------------|
 TH0759
 TH0759                          SUPERSEDED SURVEY CONTROL
 TH0759
 TH0759  NAD 83(1986)-  49 02 20.27241(N)    104 46 34.98618(W) AD(       ) 3
 TH0759
 TH0759.Superseded values are not recommended for survey control.
 TH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0759.See file dsdata.txt to determine how the superseded data were derived.
 TH0759
 TH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ1634331811(NAD 83)
 TH0759_MARKER: DD = SURVEY DISK
 TH0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0759+STABILITY: SURFACE MOTION
 TH0759
 TH0759  HISTORY     - Date     Condition        Report By
 TH0759  HISTORY     - 1911     MONUMENTED       IBC
 TH0759
 TH0759                          STATION DESCRIPTION
 TH0759
 TH0759'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0759'ABOUT 2-3/4 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 558, IN
 TH0759'N 1/2 SECTION 17, TOWNSHIP 1, RANGE 21 W, SECOND MERIDIAN, NEAR THE
 TH0759'NORTH - AND - SOUTH MIDSECTION LINE.  THE STATION IS ON A FLAT RIDGE
 TH0759'ABOUT THREE - FOURTHS MILE NORTH OF THE WAGON ROAD FROM BIG MUDDY
 TH0759'CREEK.  A COULEE LEADS UP TO THE RIDGE NEAR WHERE THE ROAD TURNS
 TH0759'SHARPLY TO THE NORTHEAST.
 TH0759'
 TH0759'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0759'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0758 ***********************************************************************
 RV0758  DESIGNATION -  CARLS
 RV0758  PID         -  RV0758
 RV0758  STATE/COUNTY-  MT/SWEET GRASS
 RV0758  USGS QUAD   -  GIBSON SW (1985)
 RV0758
 RV0758                         *CURRENT SURVEY CONTROL
 RV0758  ___________________________________________________________________
 RV0758* NAD 83(1992)-  46 01 21.42027(N)    109 37 54.79018(W)     ADJUSTED  
 RV0758* NAVD 88     -      1614.6    (meters)    5297.     (feet)  VERTCON   
 RV0758  ___________________________________________________________________
 RV0758  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 RV0758  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RV0758
 RV0758  HORZ ORDER  -  THIRD
 RV0758
 RV0758.The horizontal coordinates were established by classical geodetic methods
 RV0758.and adjusted by the National Geodetic Survey in July 1992..
 RV0758
 RV0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0758
 RV0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0758
 RV0758.The geoid height was determined by GEOID03.
 RV0758
 RV0758;                    North         East     Units Scale Factor Converg.
 RV0758;SPC MT       -   196,999.365   589,792.524   MT  0.99954047   -0 05 47.3
 RV0758;SPC MT       -   646,323.38  1,935,014.84   iFT  0.99954047   -0 05 47.3
 RV0758;UTM  12      - 5,097,470.235   605,892.705   MT  0.99973785   +0 59 04.6
 RV0758
 RV0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0758!SPC MT       -   0.99974879  x   0.99954047  =   0.99928937
 RV0758!UTM  12      -   0.99974879  x   0.99973785  =   0.99948670
 RV0758
 RV0758:                Primary Azimuth Mark                     Grid Az
 RV0758:SPC MT       -  LIEN                                     234 14 25.8
 RV0758:UTM  12      -  LIEN                                     233 09 33.9
 RV0758
 RV0758|---------------------------------------------------------------------|
 RV0758| PID    Reference Object                     Distance      Geod. Az  |
 RV0758|                                                           dddmmss.s |
 RV0758| QW0627 LIEN                                APPROX. 6.3 KM 2340838.5 |
 RV0758|---------------------------------------------------------------------|
 RV0758
 RV0758                          SUPERSEDED SURVEY CONTROL
 RV0758
 RV0758  NAD 83(1986)-  46 01 21.42041(N)    109 37 54.77119(W) AD(       ) 3
 RV0758  NAD 27      -  46 01 21.63349(N)    109 37 52.12590(W) AD(       ) 3
 RV0758  NGVD 29 (07/19/86) 1613.6    (m)         5294.     (f) VERT ANG       
 RV0758
 RV0758.Superseded values are not recommended for survey control.
 RV0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0758.See file dsdata.txt to determine how the superseded data were derived.
 RV0758
 RV0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR0589397470(NAD 83)
 RV0758_MARKER: DD = SURVEY DISK
 RV0758_SETTING: 66 = SET IN ROCK OUTCROP
 RV0758_SP_SET: SET IN ROCK OUTCROP
 RV0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0758+STABILITY: POSITION/ELEVATION WELL
 RV0758
 RV0758  HISTORY     - Date     Condition        Report By
 RV0758  HISTORY     - 1952     MONUMENTED       USGS
 RV0758
 RV0758                          STATION DESCRIPTION
 RV0758
 RV0758'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RV0758'STATION IS LOCATED 20 AIRLINE MI. NE. OF BIG TIMBER, MONTANA, ON A
 RV0758'POINT ABOUT 1 MI. W. OF E. END OF LARGE RIDGE.  SEC.9 T. 3 N.,R.17 E.,
 RV0758'
 RV0758'TO REACH STATION BY JEEP FROM BIG TIMBER POST OFFICE GO W. 2 BLOCKS
 RV0758'TO HIGHWAY, TURN RIGHT AND CONTINUE N. ON STATE HIGHWAY 19, 1.5 MI. TO
 RV0758'GRAVEL RD. TO RIGHT, TAKE GRAVEL RD. 2.0 MI. TO FORK, TAKE LEFT FORK
 RV0758'AND CONTINUE NE. ON GIBSON RD. 17.1 MI. TO T-RD., TAKE LEFT FORK N.2.0
 RV0758'MI. TO T-RD., TAKE LEFT FORK 2.2 MI. TO FENCE LINE AND TRACK RD. N.,
 RV0758'GO N. ON TRACK RD. 0.4 MI. TO WHERE RD. CROSSES TOP OF RIDGE AND
 RV0758'STATION 30 FT. W.
 RV0758'
 RV0758'STATION MARK - STANDARD USGS TABLET CEMENTED IN SOLID ROCK AND STAMPED
 RV0758'---CARLS 1952---.
 RV0758'
 RV0758'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0459 ***********************************************************************
 RT0459  DESIGNATION -  CARLYLE
 RT0459  PID         -  RT0459
 RT0459  STATE/COUNTY-  MT/WIBAUX
 RT0459  USGS QUAD   -  CARLYLE (1981)
 RT0459
 RT0459                         *CURRENT SURVEY CONTROL
 RT0459  ___________________________________________________________________
 RT0459* NAD 83(1996)-  46 41 42.51645(N)    104 03 22.74671(W)     ADJUSTED  
 RT0459* NAVD 88     -       996.     (meters)    3268.     (feet)  SCALED    
 RT0459  ___________________________________________________________________
 RT0459  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 RT0459  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RT0459
 RT0459  HORZ ORDER  -  FIRST
 RT0459
 RT0459.The horizontal coordinates were established by classical geodetic methods
 RT0459.and adjusted by the National Geodetic Survey in January 1998..
 RT0459
 RT0459.The orthometric height was scaled from a topographic map.
 RT0459
 RT0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0459
 RT0459.The geoid height was determined by GEOID03.
 RT0459
 RT0459;                    North         East     Units Scale Factor Converg.
 RT0459;SPC MT       -   286,162.231 1,015,792.219   MT  0.99940790   +3 58 55.5
 RT0459;SPC MT       -   938,852.46  3,332,651.64   iFT  0.99940790   +3 58 55.5
 RT0459;UTM  13      - 5,171,719.823   572,150.792   MT  0.99966398   +0 41 12.3
 RT0459
 RT0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0459!SPC MT       -   0.99984644  x   0.99940790  =   0.99925443
 RT0459!UTM  13      -   0.99984644  x   0.99966398  =   0.99951047
 RT0459
 RT0459|---------------------------------------------------------------------|
 RT0459| PID    Reference Object                     Distance      Geod. Az  |
 RT0459|                                                           dddmmss.s |
 RT0459| CQ8028 CARLYLE RM 1                         12.940 METERS 03440     |
 RT0459| CQ8029 CARLYLE RM 2                         21.400 METERS 12351     |
 RT0459| CQ8027 CARLYLE RM 3 AZIMUTH                               1305258.7 |
 RT0459|---------------------------------------------------------------------|
 RT0459
 RT0459                          SUPERSEDED SURVEY CONTROL
 RT0459
 RT0459  NAD 83(1992)-  46 41 42.51355(N)    104 03 22.74318(W) AD(       ) 1
 RT0459  NAD 83(1986)-  46 41 42.51341(N)    104 03 22.73996(W) AD(       ) 1
 RT0459  NAD 27      -  46 41 42.47000(N)    104 03 20.99200(W) AD(       ) 1
 RT0459
 RT0459.Superseded values are not recommended for survey control.
 RT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0459.See file dsdata.txt to determine how the superseded data were derived.
 RT0459
 RT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM7215171720(NAD 83)
 RT0459_MARKER: DS = TRIANGULATION STATION DISK
 RT0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0459
 RT0459  HISTORY     - Date     Condition        Report By
 RT0459  HISTORY     - 1934     MONUMENTED       CGS
 RT0459
 RT0459                          STATION DESCRIPTION
 RT0459
 RT0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0459'STATION IS ON A PROMINENT BARE HILL, THE HIGHEST POINT OF THE
 RT0459'DIVIDE EAST OF BEAVER CREEK, AND ABOUT 3 MILES NORTH OF THE
 RT0459'VILLAGE OF CARLYLE.
 RT0459'
 RT0459'STATION REACHED FROM CARLYLE BY GOING WEST 0.3 MILE, TURN
 RT0459'RIGHT ON SECTION ROAD, GO 0.3 MILE, TURN RIGHT AND GO EAST
 RT0459'1.2 MILES TO THE TOP OF THE DIVIDE, TURN RIGHT OFF THE ROAD
 RT0459'AND GO SOUTH 0.3 MILE TO THE HIGHEST POINT AND STATION.
 RT0459'
 RT0459'AZIMUTH MARK (REFERENCE MARK NO. 3) LOCATED 1/2 MILE SOUTH
 RT0459'OF THE STATION IN THE SOUTHWEST CORNER OF THE RANCH YARD AND
 RT0459'NORTH OF THE RAILROAD, AND ABOUT 150 FEET NORTHEAST OF THE
 RT0459'RAILROAD TRESTLE.
 RT0459'
 RT0459'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 RT0459'STANDARD BRONZE DISKS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0649 ***********************************************************************
 QX0649  DESIGNATION -  CARNEY
 QX0649  PID         -  QX0649
 QX0649  STATE/COUNTY-  MT/SWEET GRASS
 QX0649  USGS QUAD   -  KELLY HILLS (1951)
 QX0649
 QX0649                         *CURRENT SURVEY CONTROL
 QX0649  ___________________________________________________________________
 QX0649* NAD 83(1992)-  45 49 31.98155(N)    110 09 58.34341(W)     ADJUSTED  
 QX0649* NAVD 88     -      1632.2    (meters)    5355.     (feet)  VERTCON   
 QX0649  ___________________________________________________________________
 QX0649  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 QX0649  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 QX0649
 QX0649  HORZ ORDER  -  THIRD
 QX0649
 QX0649.The horizontal coordinates were established by classical geodetic methods
 QX0649.and adjusted by the National Geodetic Survey in July 1992..
 QX0649
 QX0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0649
 QX0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0649
 QX0649.The geoid height was determined by GEOID03.
 QX0649
 QX0649;                    North         East     Units Scale Factor Converg.
 QX0649;SPC MT       -   175,316.336   548,252.581   MT  0.99960493   -0 29 14.4
 QX0649;SPC MT       -   575,184.83  1,798,728.94   iFT  0.99960493   -0 29 14.4
 QX0649;UTM  12      - 5,075,003.245   564,765.095   MT  0.99965157   +0 35 52.9
 QX0649
 QX0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0649!SPC MT       -   0.99974592  x   0.99960493  =   0.99935095
 QX0649!UTM  12      -   0.99974592  x   0.99965157  =   0.99939758
 QX0649
 QX0649:                Primary Azimuth Mark                     Grid Az
 QX0649:SPC MT       -  SPRINGDALE                               196 30 11.5
 QX0649:UTM  12      -  SPRINGDALE                               195 25 04.2
 QX0649
 QX0649|---------------------------------------------------------------------|
 QX0649| PID    Reference Object                     Distance      Geod. Az  |
 QX0649|                                                           dddmmss.s |
 QX0649| QX0661 SPRINGDALE                          APPROX.11.2 KM 1960057.1 |
 QX0649|---------------------------------------------------------------------|
 QX0649
 QX0649                          SUPERSEDED SURVEY CONTROL
 QX0649
 QX0649  NAD 83(1986)-  45 49 31.97833(N)    110 09 58.33443(W) AD(       ) 3
 QX0649  NAD 27      -  45 49 32.20505(N)    110 09 55.63977(W) AD(       ) 3
 QX0649  NGVD 29 (07/19/86) 1631.1    (m)         5351.     (f) VERT ANG       
 QX0649
 QX0649.Superseded values are not recommended for survey control.
 QX0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0649.See file dsdata.txt to determine how the superseded data were derived.
 QX0649
 QX0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR6476575003(NAD 83)
 QX0649_MARKER: DD = SURVEY DISK
 QX0649_SETTING: 66 = SET IN ROCK OUTCROP
 QX0649_SP_SET: SET IN ROCK OUTCROP
 QX0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0649+STABILITY: POSITION/ELEVATION WELL
 QX0649
 QX0649  HISTORY     - Date     Condition        Report By
 QX0649  HISTORY     - 1948     MONUMENTED       USGS
 QX0649
 QX0649                          STATION DESCRIPTION
 QX0649
 QX0649'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0649'ABOUT 7 MI. N. NE. OF SPRINGDALE, 9 MI. AIR W. OF BIG TIMBER.  TO
 QX0649'REACH FROM SPRINGDALE RAILROAD CROSSING GO N. ON GRAVEL RD. 1.4 MI.
 QX0649'ACROSS YELLOWSTONE RIVER BRIDGE TO RD. JUNCTION E., CONTINUE N. 0.4
 QX0649'MI. TO RD. FORK, THENCE RIGHT 0.3 MI. TO RD. FORK, RIGHT 1.5 MI. TO
 QX0649'RD. FORK, LEFT 1.7 MI. TO DIM CROSSROAD, RIGHT THROUGH GATE, 0.6 MI.
 QX0649'TO BRIDGE JUST W. OF FARM HOUSE, CROSS BRIDGE AND CONTINUE 0.1 MI. TO
 QX0649'SHARP BEND S. ON E. SIDE OF RANCH HOUSE, GO S. 0.05 MI. TO BRIDGE
 QX0649'ACROSS IRRIGATION DITCH, LEFT ACROSS DITCH 0.05 MI. TO DIM RD. FORK,
 QX0649'LEFT 0.3 MI. TO FENCE CORNER, GO THROUGH GATE AND CONTINUE 0.6 MI. TO
 QX0649'GATE, CONTINUE ON 0.8 MI. TO RD. FORK AT SE. SIDE OF POND, TAKE RIGHT
 QX0649'FORK AND GO E. THENCE N. -END OF RD.- 0.6 MI. TO E-W. DRAIN, CROSS,
 QX0649'GO E. 0.2 MI. AROUND NOSE OF HILL, UP DRAW TO FENCE GATE, HEAD NE.
 QX0649'ACROSS PAIRS TO A E-W. RD. GO RIGHT E. AND S. THEN N. 1.1 MI. UP LEFT
 QX0649'SIDE OF DRAW TO RIDGE, THENCE LEFT W. 0.6 MI. ALONG RIDGE TO HIGH
 QX0649'POINT AND STATION SIDE, 1040 FT. S., 480 FT. E. OF NW. CORNER
 QX0649'SECTION 19, T.1 N., R.13 E.,
 QX0649'
 QX0649'STATION MARK - STANDARD TABLET SET IN ROCK AND STAMPED ---CARNEY
 QX0649'1948---.
 QX0649'
 QX0649'REFERENCE MARKS- ARE STANDARD REFERENCE TABLETS SET IN ROCK AND
 QX0649'STAMPED ---CARNEY NO.1 1948--- AND ---CARNEY NO.2 1948---.
 QX0649'
 QX0649'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET, STAMPED ---CARNEY NO.
 QX0649'1 1948--- SET IN ROCK, 23.35 FT. FROM STATION, N 02 DEG 21 MIN E.
 QX0649'
 QX0649'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---CARNEY
 QX0649'NO.2 1948--- SET IN ROCK, 26.10 FT. FROM STATION S 62 DEG 36 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9693 ***********************************************************************
 AA9693  DESIGNATION -  CAROLE
 AA9693  PID         -  AA9693
 AA9693  STATE/COUNTY-  MT/LAKE
 AA9693  USGS QUAD   -  CILLY CREEK (1994)
 AA9693
 AA9693                         *CURRENT SURVEY CONTROL
 AA9693  ___________________________________________________________________
 AA9693* NAD 83(1999)-  47 51 06.81225(N)    113 49 22.88941(W)     ADJUSTED  
 AA9693* NAVD 88     -       972.39   (meters)    3190.2    (feet)  RESET     
 AA9693  ___________________________________________________________________
 AA9693  X           -  -1,732,214.656 (meters)                     COMP
 AA9693  Y           -  -3,923,185.708 (meters)                     COMP
 AA9693  Z           -   4,706,551.209 (meters)                     COMP
 AA9693  LAPLACE CORR-           9.90  (seconds)                    DEFLEC99
 AA9693  ELLIP HEIGHT-         957.47  (meters)          (04/26/01) GPS OBS
 AA9693  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 AA9693
 AA9693  HORZ ORDER  -  B
 AA9693  VERT ORDER  -  THIRD
 AA9693  ELLP ORDER  -  FOURTH    CLASS I
 AA9693
 AA9693.The horizontal coordinates were established by GPS observations
 AA9693.and adjusted by the National Geodetic Survey in April 2001..
 AA9693.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA9693.DATUM ITEM on the data sheet items page.
 AA9693
 AA9693.The orthometric height was computed from unverified reset data.
 AA9693
 AA9693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9693
 AA9693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9693
 AA9693.The ellipsoidal height was determined by GPS observations
 AA9693.and is referenced to NAD 83.
 AA9693
 AA9693.The geoid height was determined by GEOID03.
 AA9693
 AA9693;                    North         East     Units Scale Factor Converg.
 AA9693;SPC MT       -   409,157.392   276,796.330   MT  0.99950010   -3 09 44.3
 AA9693;SPC MT       - 1,342,379.90    908,124.44   iFT  0.99950010   -3 09 44.3
 AA9693;UTM  12      - 5,303,697.570   288,821.411   MT  1.00014803   -2 05 37.7
 AA9693
 AA9693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9693!SPC MT       -   0.99984995  x   0.99950010  =   0.99935013
 AA9693!UTM  12      -   0.99984995  x   1.00014803  =   0.99999796
 AA9693
 AA9693                          SUPERSEDED SURVEY CONTROL
 AA9693
 AA9693  NAD 83(1992)-  47 51 06.81053(N)    113 49 22.88998(W) AD(       ) B
 AA9693  ELLIP H (03/13/96)  957.57   (m)                       GP(       ) 2 1
 AA9693  NAVD 88 (03/13/96)  972.39   (m)         3190.2    (f) LEVELING    3  
 AA9693
 AA9693.Superseded values are not recommended for survey control.
 AA9693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9693.See file dsdata.txt to determine how the superseded data were derived.
 AA9693
 AA9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU8882103698(NAD 83)
 AA9693_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9693_SETTING: 66 = SET IN ROCK OUTCROP
 AA9693_STAMPING: CAROLE 1995
 AA9693_MARK LOGO: NGS   
 AA9693_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9693+STABILITY: POSITION/ELEVATION WELL
 AA9693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9693+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9693
 AA9693  HISTORY     - Date     Condition        Report By
 AA9693  HISTORY     - 1995     MONUMENTED       MTDOT
 AA9693
 AA9693                          STATION DESCRIPTION
 AA9693
 AA9693'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 AA9693'THE STATION IS ABOUT 19 MI (30.6 KM) NORTHEAST OF POLSON, 5 MI (8.0
 AA9693'KM) SOUTH OF SWAN LAKE, 1.5 MI (2.4 KM) SOUTH OF LOST CREEK AND IN THE
 AA9693'FLATHEAD NATIONAL FOREST.  TO REACH FROM THE SWAN LAKE POST OFFICE, GO
 AA9693'SOUTH ON STATE HIGHWAY 83 FOR 3.35 MI (5.39 KM) TO THE BRIDGE OVER
 AA9693'LOST CREEK.  CONTINUE SOUTH ON THE HIGHWAY FOR 1.15 MI (1.85 KM) TO
 AA9693'CILLY CREEK ROAD (FOREST ROAD 9521) ON THE LEFT.  TURN LEFT AND GO
 AA9693'EASTERLY FOR 0.6 MI (1.0 KM) TO A ROAD JUNCTION.  TURN RIGHT AND GO
 AA9693'SOUTHEAST ON FR 9523 FOR 0.1 MI (0.2 KM) TO A FORK. BEAR RIGHT AND GO
 AA9693'SOUTHERLY ON FR 9753 FOR 0.05 MI (0.08 KM) TO A ROAD LEFT.  CONTINUE
 AA9693'SOUTHERLY FOR 0.05 TO BENCH MARK E 115 ON THE RIGHT.  CONTINUE
 AA9693'SOUTHERLY FOR 0.2 MI (0.3 KM) TO THE NORTH EDGE OF A CAMPING AREA AND
 AA9693'THE STATION ON THE LEFT ON A SMALL BENCH.  THE STATION IS 26.2 FT (8.0
 AA9693'M) EAST OF THE CENTER OF THE ROAD AND 3.6 FT (1.1 M) NORTH OF A
 AA9693'WITNESS POST,  IN A DRILL HOLE IN AN OUTCROP ABOUT 8 FT (2.4 M) IN
 AA9693'CIRCUMFERENCE AND  3.0 FT (0.9 M) HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0644 ***********************************************************************
 TL0644  DESIGNATION -  CARP
 TL0644  PID         -  TL0644
 TL0644  STATE/COUNTY-  MT/CHOUTEAU
 TL0644  USGS QUAD   -  BOGGS ISLAND (1953)
 TL0644
 TL0644                         *CURRENT SURVEY CONTROL
 TL0644  ___________________________________________________________________
 TL0644* NAD 83(1992)-  48 07 06.85380(N)    110 20 46.52368(W)     ADJUSTED  
 TL0644* NAVD 88     -       940.7    (meters)    3086.     (feet)  VERTCON   
 TL0644  ___________________________________________________________________
 TL0644  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 TL0644  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TL0644
 TL0644  HORZ ORDER  -  THIRD
 TL0644
 TL0644.The horizontal coordinates were established by classical geodetic methods
 TL0644.and adjusted by the National Geodetic Survey in July 1992..
 TL0644
 TL0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0644
 TL0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0644
 TL0644.The geoid height was determined by GEOID03.
 TL0644
 TL0644;                    North         East     Units Scale Factor Converg.
 TL0644;SPC MT       -   430,214.368   537,020.365   MT  0.99957957   -0 37 08.5
 TL0644;SPC MT       - 1,411,464.46  1,761,877.84   iFT  0.99957957   -0 37 08.5
 TL0644;UTM  12      - 5,329,685.644   548,654.356   MT  0.99962909   +0 29 12.3
 TL0644
 TL0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0644!SPC MT       -   0.99985502  x   0.99957957  =   0.99943465
 TL0644!UTM  12      -   0.99985502  x   0.99962909  =   0.99948417
 TL0644
 TL0644:                Primary Azimuth Mark                     Grid Az
 TL0644:SPC MT       -  VERONA                                   069 53 42.3
 TL0644:UTM  12      -  VERONA                                   068 47 21.5
 TL0644
 TL0644|---------------------------------------------------------------------|
 TL0644| PID    Reference Object                     Distance      Geod. Az  |
 TL0644|                                                           dddmmss.s |
 TL0644| TL0640 VERONA                              APPROX. 6.9 KM 0691633.8 |
 TL0644|---------------------------------------------------------------------|
 TL0644
 TL0644                          SUPERSEDED SURVEY CONTROL
 TL0644
 TL0644  NAD 83(1986)-  48 07 06.84959(N)    110 20 46.50589(W) AD(       ) 3
 TL0644  NAD 27      -  48 07 06.94823(N)    110 20 43.72446(W) AD(       ) 3
 TL0644  NGVD 29 (07/19/86)  939.8    (m)         3083.     (f) VERT ANG       
 TL0644
 TL0644.Superseded values are not recommended for survey control.
 TL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0644.See file dsdata.txt to determine how the superseded data were derived.
 TL0644
 TL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU4865429686(NAD 83)
 TL0644
 TL0644  HISTORY     - Date     Condition        Report By
 TL0644  HISTORY     - 1952     MONUMENTED       USGS
 TL0644  HISTORY     - 1952     GOOD             USGS
 TL0644
 TL0644                          STATION DESCRIPTION
 TL0644
 TL0644'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 TL0644'RECOVERED, AND REDESCRIBED AS FOLLOWS,
 TL0644'
 TL0644'STATION IS 7 MI. N. AND 4.5 MI. E. OF VIRGILLE, ON HIGHEST LAND IN
 TL0644'VICINITY, 198 FT. N. OF E-W. FENCE AND 700 FT. W. OF N-S. FENCE.
 TL0644'
 TL0644'TO REACH FROM EAST END OF LOMA BRIDGE GO N., AND E. ON U.S. HIGHWAY 87
 TL0644'14.3 MI. TO CROSSROADS.  TURN LEFT, N., AND CONTINUE N. ON GRADED
 TL0644'COUNTY RD. FOR 2.55 MI. TO FENCE LINE W., TURN LEFT AND PROCEED W. ON
 TL0644'N.,SIDE OF FENCE 0.45 MI. TO FENCE CORNER.  TURN LEFT S. AND CONTINUE
 TL0644'ALONG FENCE 0.24 MI. TO T-FENCE, THEN RIGHT, W. 0.15 MI. TO STATION AS
 TL0644'DESCRIBED.
 TL0644'
 TL0644'STATION MARK - CAST IRON PIPE WITH USGS CAP STAMPED ---CARP 1952---
 TL0644'STATION PROJECTS 8 IN. ABOVE GROUND AND WAS STAMPED BY THIS PARTY IN
 TL0644'1952.
 TL0644'
 TL0644'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0278 ***********************************************************************
 SQ0278  DESIGNATION -  CARPENTER
 SQ0278  PID         -  SQ0278
 SQ0278  STATE/COUNTY-  MT/VALLEY
 SQ0278  USGS QUAD   -  SMITH COULEE (1973)
 SQ0278
 SQ0278                         *CURRENT SURVEY CONTROL
 SQ0278  ___________________________________________________________________
 SQ0278* NAD 83(1992)-  47 46 57.71880(N)    107 16 04.20824(W)     ADJUSTED  
 SQ0278* NAVD 88     -       929.601  (meters)    3049.87   (feet)  ADJUSTED  
 SQ0278  ___________________________________________________________________
 SQ0278  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 SQ0278  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 SQ0278  DYNAMIC HT  -         929.630 (meters)    3049.96  (feet)  COMP
 SQ0278  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 SQ0278
 SQ0278  HORZ ORDER  -  FIRST
 SQ0278  VERT ORDER  -  SECOND    CLASS 0
 SQ0278
 SQ0278.The horizontal coordinates were established by classical geodetic methods
 SQ0278.and adjusted by the National Geodetic Survey in July 1992..
 SQ0278
 SQ0278.The orthometric height was determined by differential leveling
 SQ0278.and adjusted by the National Geodetic Survey in June 1991..
 SQ0278
 SQ0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0278
 SQ0278.The geoid height was determined by GEOID03.
 SQ0278
 SQ0278.The dynamic height is computed by dividing the NAVD 88
 SQ0278.geopotential number by the normal gravity value computed on the
 SQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0278.degrees latitude (g = 980.6199 gals.).
 SQ0278
 SQ0278.The modeled gravity was interpolated from observed gravity values.
 SQ0278
 SQ0278;                    North         East     Units Scale Factor Converg.
 SQ0278;SPC MT       -   394,928.620   767,165.274   MT  0.99948307   +1 37 58.2
 SQ0278;SPC MT       - 1,295,697.57  2,516,946.44   iFT  0.99948307   +1 37 58.2
 SQ0278;UTM  13      - 5,294,639.130   330,124.719   MT  0.99995462   -1 40 47.9
 SQ0278
 SQ0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0278!SPC MT       -   0.99985682  x   0.99948307  =   0.99933996
 SQ0278!UTM  13      -   0.99985682  x   0.99995462  =   0.99981144
 SQ0278
 SQ0278|---------------------------------------------------------------------|
 SQ0278| PID    Reference Object                     Distance      Geod. Az  |
 SQ0278|                                                           dddmmss.s |
 SQ0278| SQ0280 CARPENTER RM 2                       12.938 METERS 00240     |
 SQ0278| SQ0277 CARPENTER AZ MK                                    0634139.5 |
 SQ0278| SQ0279 CARPENTER RM 1                       14.880 METERS 11254     |
 SQ0278| SQ0533 CARPENTER RM A                       24.910 METERS 14904     |
 SQ0278|---------------------------------------------------------------------|
 SQ0278
 SQ0278                          SUPERSEDED SURVEY CONTROL
 SQ0278
 SQ0278  NAD 83(1986)-  47 46 57.71323(N)    107 16 04.19454(W) AD(       ) 1
 SQ0278  NAD 27      -  47 46 57.68700(N)    107 16 01.86600(W) AD(       ) 1
 SQ0278  NGVD 29 (??/??/92)  928.894  (m)         3047.55   (f) ADJ UNCH    2 0
 SQ0278
 SQ0278.Superseded values are not recommended for survey control.
 SQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0278.See file dsdata.txt to determine how the superseded data were derived.
 SQ0278
 SQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN3012594639(NAD 83)
 SQ0278_MARKER: DS = TRIANGULATION STATION DISK
 SQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0278_STAMPING: CARPENTER 1948
 SQ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0278+STABILITY: SURFACE MOTION
 SQ0278
 SQ0278  HISTORY     - Date     Condition        Report By
 SQ0278  HISTORY     - 1948     MONUMENTED       CGS
 SQ0278  HISTORY     - 1948     GOOD             CGS
 SQ0278  HISTORY     - 1967     GOOD             CGS
 SQ0278  HISTORY     - 1967     GOOD             NGS
 SQ0278  HISTORY     - 1971     GOOD             USGS
 SQ0278  HISTORY     - 1976     GOOD             NGS
 SQ0278
 SQ0278                          STATION DESCRIPTION
 SQ0278
 SQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0278'STATION IS LOCATED ABOUT 60 MILES SOUTHWEST OF FORT PECK, ABOUT
 SQ0278'6.5 MILES NORTH OF THE MISSOURI RIVER, ABOUT 4 MILES NORTHEAST
 SQ0278'OF THE MOUTH OF TIMBER CREEK, AT THE HEAD OF CARPENTER CREEK,
 SQ0278'AND ON THE HIGHEST HILL IN THE VICINITY.
 SQ0278'
 SQ0278'TO REACH FROM THE POST OFFICE IN FORT PECK, GO SOUTH AND
 SQ0278'WEST ON STATE HIGHWAY 24 FOR 5.2 MILES TO A SIDE ROAD LEFT
 SQ0278'AND A SIGN READING, THE PINES, TURN LEFT AND GO 29.2 MILES
 SQ0278'TO A FORK AT FENCE CORNER, TAKE LEFT FORK AND GO 1.7 MILES
 SQ0278'TO A FORK, TAKE RIGHT FORK AND GO 6.3 MILES TO SUTHERLAND
 SQ0278'CREEK, CONTINUE AHEAD ON MAIN ROAD FOR 10.1 MILES TO A LEFT
 SQ0278'TURN IN ROAD, TURN SHARP RIGHT AND GO NORTH ON TRACK ROAD FOR
 SQ0278'1.1 MILES TO THE AZIMUTH MARK ON RIGHT IN FENCE CORNER, TURN
 SQ0278'LEFT HERE AND GO 0.25 MILE TO TOP OF HILL AND STATION.
 SQ0278'
 SQ0278'STATION IS 8 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 SQ0278'TRIANGULATION STATION MARK DISK SET IN THE TOP OF A 12-INCH
 SQ0278'SQUARE CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 SQ0278'IS STAMPED CARPENTER 1948.
 SQ0278'
 SQ0278'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN THE
 SQ0278'TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 7
 SQ0278'INCHES, AND THE DISK IS STAMPED CARPENTER NO 1 1948.
 SQ0278'
 SQ0278'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 SQ0278'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0278'7 INCHES, AND THE DISK IS STAMPED CARPENTER NO 2 1948.
 SQ0278'
 SQ0278'AZIMUTH MARK IS 0.25 MILE FROM STATION, 3 FEET NORTH OF A
 SQ0278'WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A STANDARD
 SQ0278'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SQ0278'POST.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 SQ0278'CARPENTER 1948.
 SQ0278'
 SQ0278'SUTHERLAND, SNOW, CANYON (MORC), FARANUF (USE), BRUSETT,
 SQ0278'SEVEN BLACKFEET (MORC), LEEDY 1934, AND SHOEMAKER 1934 WILL
 SQ0278'SEE FROM A 4-FOOT STAND.
 SQ0278'
 SQ0278'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SQ0278
 SQ0278                          STATION RECOVERY (1948)
 SQ0278
 SQ0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 SQ0278'55.15 MI SE FROM SACO.
 SQ0278'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0278'RAILROAD STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0278'THENCE 7.8 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL, THENCE 3.65
 SQ0278'MILES EAST ALONG A TRAIL, THENCE 6.55 MILES SOUTHEAST ALONG A DIM
 SQ0278'TRAIL, THENCE 0.25 MILE SOUTHWEST ALONG A DIM TRAIL. ON TOP OF A HILL,
 SQ0278'48.8 FEET NORTHWEST OF CARPENTER R.M. 1, 42.5 FEET SOUTHWEST OF
 SQ0278'CARPENTER R.M. 2, 8.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 SQ0278'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 SQ0278
 SQ0278                          STATION RECOVERY (1967)
 SQ0278
 SQ0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SQ0278'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 SQ0278'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES AND
 SQ0278'DIRECTIONS TO THE MARKS COMPARED FAVORABLE WITH 1948
 SQ0278'OBSERVATIONS.  DUE TO CHANGES IN THE AREA A COMPLETE NEW
 SQ0278'DESCRIPTION FOLLOWS.
 SQ0278'
 SQ0278'THE STATION IS ABOUT 49 MILES SOUTH-SOUTHEAST OF MALTA, 38
 SQ0278'MILES WEST-SOUTHWEST OF FORT PECK, 6 MILES NORTH OF THE MISSOURI
 SQ0278'RIVER, AND ON PROPERTY OWNED BY MR. DON BURKS.
 SQ0278'
 SQ0278'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GLASGOW, GO
 SQ0278'EAST AND SOUTH ON STATE HIGHWAY 24 FOR 9.7 MILES TO A FORK AND
 SQ0278'SIGN THE PINES, 26 MILES.  TAKE THE RIGHT FORK AND GO SOUTH ON
 SQ0278'GRAVELED ROAD FOR 3.3 MILES TO A CROSSROAD.  TURN RIGHT AND
 SQ0278'GO WESTERLY ON GRAVELED ROAD FOR 11.6 MILES TO A SIDE ROAD LEFT
 SQ0278'AND SIGN THE PINES, 12 MILES.  CONTINUE STRAIGHT AHEAD AND GO
 SQ0278'SOUTHWESTERLY ON GRADED DIRT ROAD FOR 8.6 MILES TO A FORK.
 SQ0278'KEEP RIGHT ON GRADED DIRT ROAD FOR 6.6 MILES TO A SIDE ROAD
 SQ0278'RIGHT AND SIGN LISTING VARIOUS RANCHES.  CONTINUE STRAIGHT
 SQ0278'AHEAD ON GRADED DIRT ROAD FOR 2.2 MILES TO A SIDE ROAD LEFT AND
 SQ0278'A SIGN ON THE RIGHT WITTMAYER RANCH.  CONTINUE STRAIGHT AHEAD ON
 SQ0278'GRADED DIRT ROAD FOR 2.4 MILES TO A FORK AND SIGN HANDLEY
 SQ0278'RANCH .  KEEP THE RIGHT FORK AND GO SOUTHWESTERLY ON GRADED
 SQ0278'ROAD FOR 10.2 MILES TO A T INTERSECTION.  TURN RIGHT AND GO
 SQ0278'NORTHERLY ON TRACK ROAD FOR 1.1 MILES TO A FENCE CORNER AND THE
 SQ0278'AZIMUTH MARK ON THE RIGHT.  TURN SHARP LEFT AND FOLLOW DIM
 SQ0278'TRACK ROAD SOUTH AND WEST FOR 0.3 MILE TO TOP OF HILL AND THE
 SQ0278'STATION.
 SQ0278'
 SQ0278'THE STATION IS A STANDARD DISK STAMPED CARPENTER 1948, SET
 SQ0278'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS
 SQ0278'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET EAST OF A
 SQ0278'METAL WITNESS POST WITH SIGN ATTACHED.
 SQ0278'
 SQ0278'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARPENTER NO 1
 SQ0278'1948, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND
 SQ0278'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 49.5 FEET
 SQ0278'EAST OF THE METAL WITNESS POST .
 SQ0278'
 SQ0278'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARPENTER NO 2
 SQ0278'1948, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SQ0278'AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 42.5 FEET
 SQ0278'NORTH-NORTHWEST OF THE METAL WITNESS POST.
 SQ0278'
 SQ0278'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARPENTER 1948,
 SQ0278'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS
 SQ0278'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET NORTHEAST OF
 SQ0278'THE CENTER OF A TRACK ROAD, 13 FEET NORTHWEST OF A FENCE CORNER,
 SQ0278'AND 2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SQ0278'
 SQ0278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SQ0278'38 MILES WEST-SOUTHWEST OF FORT PECK.
 SQ0278
 SQ0278                          STATION RECOVERY (1967)
 SQ0278
 SQ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SQ0278'RECOVERED IN GOOD CONDITION.
 SQ0278
 SQ0278                          STATION RECOVERY (1971)
 SQ0278
 SQ0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (BFD)
 SQ0278'FOUND IN GOOD CONDITION.
 SQ0278'
 SQ0278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 SQ0278'AND MONTANA STATE HIGHWAY 24 IN GLASGOW, MONTANA GO SOUTH TO
 SQ0278'1ST AVE. S.  TURN LEFT ON HWY. 24 AND GO 9.0 MILES TO WHERE
 SQ0278'THE HIGHWAY MAKES A CURVE TO THE LEFT AND A GRAVEL ROAD LEADS
 SQ0278'SOUTH.  TURN ON GRAVEL ROAD SOUTH FOR 3.1 MILES TO A CROSS
 SQ0278'ROAD.  TURN RIGHT ON MAIN GRAVEL ROAD SOUTH FOR 3.1 MILES TO
 SQ0278'A CROSS ROAD.  TURN RIGHT ON MAIN GRAVEL ROAD FOR 10.8 MILES
 SQ0278'TO A T ROAD LEFT AND A SIGN THE PINES 12 MILES.  CONTINUE
 SQ0278'STRAIGHT AHEAD, WESTERLY, 3.5 MILES TO A Y ROAD JUNCTION.
 SQ0278'TAKE RIGHT FORK FOR 6.2 MILES TO ANOTHER ROAD FORK.  TAKE
 SQ0278'LEFT FORK AND GO 13.7 MILES ON MAIN ROAD TO A T ROAD.  TURN
 SQ0278'RIGHT ON RANCH ROAD FOR 1.05 MILES TO ROAD AT CREST AT A
 SQ0278'FENCE CORNER.  TURN LEFT ON TRACK ROAD FOR 0.25 MILES TO TOP
 SQ0278'AND STATION ON RIGHT ABOUT 40 FEET NORTH OF THE TRACK
 SQ0278'ROAD.
 SQ0278
 SQ0278                          STATION RECOVERY (1976)
 SQ0278
 SQ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 SQ0278'RECOVERED AS DESCRIBED--NOTE, THE PROPERTY OWNER MR. DON BURK
 SQ0278'HAS A RANCH ABOUT 7 MILES SOUTH OF THE STATION, JUST NORTH OF THE
 SQ0278'MISSOURI RIVER, HE HAS NO PHONE SERVICE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0277 ***********************************************************************
 SQ0277  DESIGNATION -  CARPENTER AZ MK
 SQ0277  PID         -  SQ0277
 SQ0277  STATE/COUNTY-  MT/VALLEY
 SQ0277  USGS QUAD   -  SMITH COULEE (1973)
 SQ0277
 SQ0277                         *CURRENT SURVEY CONTROL
 SQ0277  ___________________________________________________________________
 SQ0277* NAD 83(1986)-  47 47 03.     (N)    107 15 46.     (W)     SCALED    
 SQ0277* NAVD 88     -       922.215  (meters)    3025.63   (feet)  ADJUSTED  
 SQ0277  ___________________________________________________________________
 SQ0277  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 SQ0277  DYNAMIC HT  -         922.244 (meters)    3025.73  (feet)  COMP
 SQ0277  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 SQ0277
 SQ0277  VERT ORDER  -  SECOND    CLASS 0
 SQ0277
 SQ0277.The horizontal coordinates were scaled from a topographic map and have
 SQ0277.an estimated accuracy of +/- 6 seconds.
 SQ0277
 SQ0277.The orthometric height was determined by differential leveling
 SQ0277.and adjusted by the National Geodetic Survey in June 1991..
 SQ0277
 SQ0277.The geoid height was determined by GEOID03.
 SQ0277
 SQ0277.The dynamic height is computed by dividing the NAVD 88
 SQ0277.geopotential number by the normal gravity value computed on the
 SQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0277.degrees latitude (g = 980.6199 gals.).
 SQ0277
 SQ0277.The modeled gravity was interpolated from observed gravity values.
 SQ0277
 SQ0277;                    North         East    Units  Estimated Accuracy
 SQ0277;SPC MT       -   395,100.      767,540.      MT  (+/- 180 meters Scaled)
 SQ0277
 SQ0277                          SUPERSEDED SURVEY CONTROL
 SQ0277
 SQ0277  NGVD 29 (??/??/92)  921.506  (m)         3023.31   (f) ADJ UNCH    2 0
 SQ0277
 SQ0277.Superseded values are not recommended for survey control.
 SQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0277.See file dsdata.txt to determine how the superseded data were derived.
 SQ0277
 SQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN305947(NAD 83)
 SQ0277_MARKER: DZ = AZIMUTH MARK DISK
 SQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0277_STAMPING: CARPENTER 1948
 SQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0277+STABILITY: SURFACE MOTION
 SQ0277
 SQ0277  HISTORY     - Date     Condition        Report By
 SQ0277  HISTORY     - 1948     MONUMENTED       CGS
 SQ0277  HISTORY     - 1967     GOOD             NGS
 SQ0277
 SQ0277                          STATION DESCRIPTION
 SQ0277
 SQ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0277'54.9 MI SE FROM SACO.
 SQ0277'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0277'RAILWAY STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0277'THENCE 7.8 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL, THENCE 3.65
 SQ0277'MILES EAST ALONG A TRAIL, THENCE 6.55 MILES SOUTHEAST ALONG A DIM
 SQ0277'TRAIL.  1.1 MILES NORTHWEST OF BENCH MARK W 363 0.35 MILE SOUTHEAST OF
 SQ0277'AN ABANDONED SCHOOLHOUSE, 10.0 FEET NORTHEAST OF THE CENTER LINE OF
 SQ0277'THE TRAIL, 13.5 FEET NORTHWEST OF A FENCE CORNER, 2.9 FEET NORTHWEST
 SQ0277'OF A REFERENCE POST, 0.6 FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP
 SQ0277'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SQ0277
 SQ0277                          STATION RECOVERY (1967)
 SQ0277
 SQ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SQ0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0279 ***********************************************************************
 SQ0279  DESIGNATION -  CARPENTER RM 1
 SQ0279  PID         -  SQ0279
 SQ0279  STATE/COUNTY-  MT/VALLEY
 SQ0279  USGS QUAD   -  SMITH COULEE (1973)
 SQ0279
 SQ0279                         *CURRENT SURVEY CONTROL
 SQ0279  ___________________________________________________________________
 SQ0279* NAD 83(1986)-  47 46 57.     (N)    107 16 03.     (W)     SCALED    
 SQ0279* NAVD 88     -       929.354  (meters)    3049.06   (feet)  ADJUSTED  
 SQ0279  ___________________________________________________________________
 SQ0279  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 SQ0279  DYNAMIC HT  -         929.383 (meters)    3049.15  (feet)  COMP
 SQ0279  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 SQ0279
 SQ0279  VERT ORDER  -  SECOND    CLASS 0
 SQ0279
 SQ0279.The horizontal coordinates were scaled from a topographic map and have
 SQ0279.an estimated accuracy of +/- 6 seconds.
 SQ0279
 SQ0279.The orthometric height was determined by differential leveling
 SQ0279.and adjusted by the National Geodetic Survey in June 1991..
 SQ0279
 SQ0279.The geoid height was determined by GEOID03.
 SQ0279
 SQ0279.The dynamic height is computed by dividing the NAVD 88
 SQ0279.geopotential number by the normal gravity value computed on the
 SQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0279.degrees latitude (g = 980.6199 gals.).
 SQ0279
 SQ0279.The modeled gravity was interpolated from observed gravity values.
 SQ0279
 SQ0279;                    North         East    Units  Estimated Accuracy
 SQ0279;SPC MT       -   394,910.      767,190.      MT  (+/- 180 meters Scaled)
 SQ0279
 SQ0279                          SUPERSEDED SURVEY CONTROL
 SQ0279
 SQ0279  NGVD 29 (??/??/92)  928.646  (m)         3046.73   (f) ADJ UNCH    2 0
 SQ0279
 SQ0279.Superseded values are not recommended for survey control.
 SQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0279.See file dsdata.txt to determine how the superseded data were derived.
 SQ0279
 SQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN301946(NAD 83)
 SQ0279_MARKER: DR = REFERENCE MARK DISK
 SQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0279_STAMPING: CARPENTER NO. 1 1948
 SQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0279+STABILITY: SURFACE MOTION
 SQ0279
 SQ0279  HISTORY     - Date     Condition        Report By
 SQ0279  HISTORY     - 1948     MONUMENTED       CGS
 SQ0279  HISTORY     - 1967     GOOD             NGS
 SQ0279
 SQ0279                          STATION DESCRIPTION
 SQ0279
 SQ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0279'55.15 MI SE FROM SACO.
 SQ0279'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0279'RAILWAY STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0279'THENCE 7.8 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL, THENCE 3.65
 SQ0279'MILES EAST ALONG A TRAIL, THENCE 6.55 MILES SOUTHEAST ALONG A DIM
 SQ0279'TRAIL, THENCE 0.25 MILE SOUTHWEST ALONG A DIM TRAIL. ON TOP OF A HILL,
 SQ0279'75.0 FEET SOUTH OF CARPENTER R.M. 2, 48.8 FEET SOUTHEAST OF
 SQ0279'TRIANGULATION STATION CAPENTER 1948 AND SET IN THE TOP OF A CONCRETE
 SQ0279'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 SQ0279
 SQ0279                          STATION RECOVERY (1967)
 SQ0279
 SQ0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SQ0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0280 ***********************************************************************
 SQ0280  DESIGNATION -  CARPENTER RM 2
 SQ0280  PID         -  SQ0280
 SQ0280  STATE/COUNTY-  MT/VALLEY
 SQ0280  USGS QUAD   -  SMITH COULEE (1973)
 SQ0280
 SQ0280                         *CURRENT SURVEY CONTROL
 SQ0280  ___________________________________________________________________
 SQ0280* NAD 83(1986)-  47 46 57.     (N)    107 16 03.     (W)     SCALED    
 SQ0280* NAVD 88     -       929.417  (meters)    3049.26   (feet)  ADJUSTED  
 SQ0280  ___________________________________________________________________
 SQ0280  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 SQ0280  DYNAMIC HT  -         929.445 (meters)    3049.35  (feet)  COMP
 SQ0280  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 SQ0280
 SQ0280  VERT ORDER  -  SECOND    CLASS 0
 SQ0280
 SQ0280.The horizontal coordinates were scaled from a topographic map and have
 SQ0280.an estimated accuracy of +/- 6 seconds.
 SQ0280
 SQ0280.The orthometric height was determined by differential leveling
 SQ0280.and adjusted by the National Geodetic Survey in June 1991..
 SQ0280
 SQ0280.The geoid height was determined by GEOID03.
 SQ0280
 SQ0280.The dynamic height is computed by dividing the NAVD 88
 SQ0280.geopotential number by the normal gravity value computed on the
 SQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0280.degrees latitude (g = 980.6199 gals.).
 SQ0280
 SQ0280.The modeled gravity was interpolated from observed gravity values.
 SQ0280
 SQ0280;                    North         East    Units  Estimated Accuracy
 SQ0280;SPC MT       -   394,910.      767,190.      MT  (+/- 180 meters Scaled)
 SQ0280
 SQ0280                          SUPERSEDED SURVEY CONTROL
 SQ0280
 SQ0280  NGVD 29 (??/??/92)  928.709  (m)         3046.94   (f) ADJ UNCH    2 0
 SQ0280
 SQ0280.Superseded values are not recommended for survey control.
 SQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0280.See file dsdata.txt to determine how the superseded data were derived.
 SQ0280
 SQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN301946(NAD 83)
 SQ0280_MARKER: DR = REFERENCE MARK DISK
 SQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0280_STAMPING: CARPENTER NO. 2 1948
 SQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0280+STABILITY: SURFACE MOTION
 SQ0280
 SQ0280  HISTORY     - Date     Condition        Report By
 SQ0280  HISTORY     - 1948     MONUMENTED       CGS
 SQ0280  HISTORY     - 1967     GOOD             NGS
 SQ0280
 SQ0280                          STATION DESCRIPTION
 SQ0280
 SQ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0280'55.15 MI S FROM SACO.
 SQ0280'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0280'RAILWAY STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0280'THENCE 7.8 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL, THENCE 3.65
 SQ0280'MILES EAST ALONG A TRAIL, THENCE 6.55 MILES SOUTHEAST ALONG A DIM
 SQ0280'TRAIL, THENCE 0.25 MILE SOUTHWEST ALONG A DIM TRAIL, ON TOP OF A HILL,
 SQ0280'75.0 FEET NORTH OF CARPENTER R.M. 1, 42.5 FEET NORTH NORTHEAST OF
 SQ0280'TRIANGULATION STATION CARPENTER 1948 AND SET IN THE TOP OF A CONCRETE
 SQ0280'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 SQ0280
 SQ0280                          STATION RECOVERY (1967)
 SQ0280
 SQ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SQ0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0533 ***********************************************************************
 SQ0533  DESIGNATION -  CARPENTER RM A
 SQ0533  PID         -  SQ0533
 SQ0533  STATE/COUNTY-  MT/VALLEY
 SQ0533  USGS QUAD   -  SMITH COULEE (1973)
 SQ0533
 SQ0533                         *CURRENT SURVEY CONTROL
 SQ0533  ___________________________________________________________________
 SQ0533* NAD 83(1992)-  47 46 57.02702(N)    107 16 03.59300(W)     ADJUSTED  
 SQ0533* NAVD 88     -       928.20   (+/-2cm)    3045.3    (feet)  VERTCON   
 SQ0533  ___________________________________________________________________
 SQ0533  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 SQ0533  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 SQ0533
 SQ0533  HORZ ORDER  -  FIRST
 SQ0533  VERT ORDER  -  THIRD ? (See Below)
 SQ0533
 SQ0533.The horizontal coordinates were established by classical geodetic methods
 SQ0533.and adjusted by the National Geodetic Survey in July 1992..
 SQ0533
 SQ0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0533.The vertical order pertains to the NGVD 29 superseded value.
 SQ0533
 SQ0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0533
 SQ0533.The geoid height was determined by GEOID03.
 SQ0533
 SQ0533;                    North         East     Units Scale Factor Converg.
 SQ0533;SPC MT       -   394,907.638   767,178.678   MT  0.99948302   +1 37 58.7
 SQ0533;SPC MT       - 1,295,628.73  2,516,990.41   iFT  0.99948302   +1 37 58.7
 SQ0533;UTM  13      - 5,294,617.399   330,136.893   MT  0.99995457   -1 40 47.4
 SQ0533
 SQ0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0533!SPC MT       -   0.99985704  x   0.99948302  =   0.99934013
 SQ0533!UTM  13      -   0.99985704  x   0.99995457  =   0.99981161
 SQ0533
 SQ0533:                Primary Azimuth Mark                     Grid Az
 SQ0533:SPC MT       -  SUTHERLAND                               077 46 01.7
 SQ0533:UTM  13      -  SUTHERLAND                               081 04 47.8
 SQ0533
 SQ0533|---------------------------------------------------------------------|
 SQ0533| PID    Reference Object                     Distance      Geod. Az  |
 SQ0533|                                                           dddmmss.s |
 SQ0533| SQ0521 SUTHERLAND                          APPROX.17.0 KM 0792400.4 |
 SQ0533| SQ0278 CARPENTER                            24.910 METERS 32904     |
 SQ0533|---------------------------------------------------------------------|
 SQ0533
 SQ0533                          SUPERSEDED SURVEY CONTROL
 SQ0533
 SQ0533  NAD 83(1986)-  47 46 57.02135(N)    107 16 03.57922(W) AD(       ) 1
 SQ0533  NAD 27      -  47 46 56.99521(N)    107 16 01.25081(W) AD(       ) 1
 SQ0533  NGVD 29 (07/19/86)  927.49   (m)         3042.9    (f) LEVELING    3  
 SQ0533
 SQ0533.Superseded values are not recommended for survey control.
 SQ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0533.See file dsdata.txt to determine how the superseded data were derived.
 SQ0533
 SQ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN3013794617(NAD 83)
 SQ0533_MARKER: DS = TRIANGULATION STATION DISK
 SQ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0533+STABILITY: SURFACE MOTION
 SQ0533
 SQ0533  HISTORY     - Date     Condition        Report By
 SQ0533  HISTORY     - 1967     MONUMENTED       CGS
 SQ0533
 SQ0533                          STATION DESCRIPTION
 SQ0533
 SQ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SQ0533'THE STATION IS LOCATED ABOUT 49 MILES SOUTH-SOUTHEAST OF MALTA,
 SQ0533'38 MILES WEST-SOUTHWEST OF FORT PECK AND 6 MILES NORTH OF THE
 SQ0533'MISSOURI RIVER, ON LAND OWNED BY MR. DON BURKS.
 SQ0533'
 SQ0533'THE STATION MARK IS A STANDARD DISK, STAMPED CARPENTER RM A
 SQ0533'1967, SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 SQ0533'PROJECTS 4 INCHES.  IT IS 83 FEET SOUTHEAST OF A METAL WITNESS
 SQ0533'POST WITH SIGN ATTACHED.
 SQ0533'
 SQ0533'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 SQ0533'CARPENTER 1948 NOTE DISTANCE AND DIRECTION BELOW.
 SQ0533'
 SQ0533'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 SQ0533'CARPENTER 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0027 ***********************************************************************
 RX0027  DESIGNATION -  CARROL
 RX0027  PID         -  RX0027
 RX0027  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0027  USGS QUAD   -  HELENA (1985)
 RX0027
 RX0027                         *CURRENT SURVEY CONTROL
 RX0027  ___________________________________________________________________
 RX0027* NAD 83(1992)-  46 36 01.04689(N)    112 02 14.60911(W)     ADJUSTED  
 RX0027* NAVD 88     -      1230.949  (meters)    4038.54   (feet)  ADJUSTED  
 RX0027  ___________________________________________________________________
 RX0027  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 RX0027  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RX0027  DYNAMIC HT  -        1230.690 (meters)    4037.69  (feet)  COMP
 RX0027  MODELED GRAV-     980,361.7   (mgal)                       NAVD 88
 RX0027
 RX0027  HORZ ORDER  -  SECOND
 RX0027  VERT ORDER  -  FIRST     CLASS II
 RX0027
 RX0027.The horizontal coordinates were established by classical geodetic methods
 RX0027.and adjusted by the National Geodetic Survey in July 1992..
 RX0027
 RX0027.The orthometric height was determined by differential leveling
 RX0027.and adjusted by the National Geodetic Survey in June 1991..
 RX0027
 RX0027.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0027
 RX0027.The geoid height was determined by GEOID03.
 RX0027
 RX0027.The dynamic height is computed by dividing the NAVD 88
 RX0027.geopotential number by the normal gravity value computed on the
 RX0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0027.degrees latitude (g = 980.6199 gals.).
 RX0027
 RX0027.The modeled gravity was interpolated from observed gravity values.
 RX0027
 RX0027;                    North         East     Units Scale Factor Converg.
 RX0027;SPC MT       -   264,316.566   405,728.749   MT  0.99941837   -1 51 22.0
 RX0027;SPC MT       -   867,180.33  1,331,131.07   iFT  0.99941837   -1 51 22.0
 RX0027;UTM  12      - 5,161,270.087   420,545.716   MT  0.99967760   -0 45 13.6
 RX0027
 RX0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0027!SPC MT       -   0.99980913  x   0.99941837  =   0.99922761
 RX0027!UTM  12      -   0.99980913  x   0.99967760  =   0.99948679
 RX0027
 RX0027|---------------------------------------------------------------------|
 RX0027| PID    Reference Object                     Distance      Geod. Az  |
 RX0027|                                                           dddmmss.s |
 RX0027| CN4102 CARROL WM RR SPIKE                   23.050 METERS 10034     |
 RX0027| RX0882 HELENA ST CAP BLDG STATUE HEAD      APPROX. 2.2 KM 1375858.9 |
 RX0027| RX0881 HELENA CATHOLIC CHURCH CROSS        APPROX. 1.1 KM 1661208.9 |
 RX0027| RX0026 CARROL RM 1                          41.380 METERS 19507     |
 RX0027| RX0880 HELENA MASONIC BUILDING SPIRE       APPROX. 0.7 KM 2013343.1 |
 RX0027| RX0028 CARROL RM 2                          20.772 METERS 29047     |
 RX0027|---------------------------------------------------------------------|
 RX0027
 RX0027                          SUPERSEDED SURVEY CONTROL
 RX0027
 RX0027  NAD 83(1986)-  46 36 01.04942(N)    112 02 14.59908(W) AD(       ) 2
 RX0027  NAD 27      -  46 36 01.28400(N)    112 02 11.60500(W) AD(       ) 2
 RX0027  NGVD 29 (??/??/92) 1229.965  (m)         4035.31   (f) ADJ UNCH    1 2
 RX0027
 RX0027.Superseded values are not recommended for survey control.
 RX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0027.See file dsdata.txt to determine how the superseded data were derived.
 RX0027
 RX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2054661270(NAD 83)
 RX0027_MARKER: DS = TRIANGULATION STATION DISK
 RX0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0027_STAMPING: CARROLL 1934
 RX0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0027+STABILITY: SURFACE MOTION
 RX0027
 RX0027  HISTORY     - Date     Condition        Report By
 RX0027  HISTORY     - 1934     MONUMENTED       CGS
 RX0027  HISTORY     - 1940     GOOD             CGS
 RX0027  HISTORY     - 1942     GOOD             CGS
 RX0027  HISTORY     - 1950     MARK NOT FOUND   USGS
 RX0027  HISTORY     - 1962     MARK NOT FOUND   CGS
 RX0027  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0027  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0027
 RX0027                          STATION DESCRIPTION
 RX0027
 RX0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RX0027'THIS STATION IS LOCATED ON THE CAMPUS OF CARROL COLLEGE, IN
 RX0027'THE CITY OF HELENA, MONTANA, AND IS S BY E OF THE COLLEGE
 RX0027'BUILDINGS, ABOUT 100 FEET DISTANT FROM THE SE CORNER OF THE
 RX0027'SISTERS HOME IN REAR OF THE MAIN COLLEGE BUILDING.
 RX0027'
 RX0027'STATION MARK AND TRIANGULATION STATION MOUNT HELENA WHICH WAS
 RX0027'USED AS THE AZIMUTH MARK ARE STANDARD BRONZE DISKS SET IN
 RX0027'CONCRETE.
 RX0027'
 RX0027'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 RX0027'HOLES IN ROCK OUTCROPS.
 RX0027'
 RX0027'THE WITNESS MARK IS A RAILROAD SPIKE SET IN A CIRCULAR BLOCK
 RX0027'OF CONCRETE ABOUT 6 INCHES ACROSS.
 RX0027
 RX0027                          STATION RECOVERY (1940)
 RX0027
 RX0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 RX0027'AT CARROL COLLEGE, ABOUT 32 YD. SE OF THE SE CORNER OF THE
 RX0027'STONE CONVENT BUILDING, ABOUT 57 YD. E OF THE CENTERLINE OF THE
 RX0027'ROAD CIRCLING THE COLLEGE BUILDING, AND ABOUT 75 YD. E OF THE
 RX0027'SE CORNER OF THE BUILDING.  A STANDARD TRIANGULATION-STATION
 RX0027'DISK, STAMPED CARROLL 1934 AND SET IN THE TOP OF A CONCRETE
 RX0027'POST.
 RX0027'
 RX0027'REFERENCE MARK 1 IS AT HELENA, ON THE CARROL COLLEGE CAMPUS,
 RX0027'ABOUT 135 FT. SW OF THE STATION, 86 FT. E OF THE CENTERLINE
 RX0027'OF A CAMPUS ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 RX0027'REFERENCE-MARK DISK, STAMPED CARROL NO 1 1934.  ELEVATION
 RX0027'1,228.294 M. OR 4,029.828 FT.
 RX0027'
 RX0027'REFERENCE MARK 2 IS AT HELENA, ON THE CARROL COLLEGE CAMPUS,
 RX0027'ABOUT 100 FT. E OF THE INTERSECTION OF THE CAMPUS ROADS,
 RX0027'60 FT. S OF THE SE CORNER OF A STONE CONVENT BUILDING, 68
 RX0027'FT. W OF THE STATION, AND IN THE TOP OF A ROCK OUTCROP.  A
 RX0027'STANDARD REFERENCE-MARK DISK, STAMPED CARROL NO 2 1934.
 RX0027'ELEVATION 1,231.418 M. OR 4,040.077 FT.
 RX0027'
 RX0027'REFERENCE MARK 3 IS AT HELENA, ON THE CARROL COLLEGE CAMPUS,
 RX0027'AND 75 FT. E OF THE STATION.  A RAILROAD SPIKE, STAMPED
 RX0027'U S C AND G S 1934 R.M. NO 3 AND SET IN THE TOP OF A CONCRETE
 RX0027'POST.  ELEVATION 1,228.401 M. OR 4,030.179 FT.
 RX0027
 RX0027                          STATION RECOVERY (1942)
 RX0027
 RX0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 RX0027'THE STATION WAS FOUND AS DESCRIBED.  THE STATION AND REFERENCE
 RX0027'MARKS WERE FOUND TO BE IN GOOD CONDITION.
 RX0027
 RX0027                          STATION RECOVERY (1950)
 RX0027
 RX0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 RX0027'REFERENCE MARKS 1 AND 2 WERE PROBABLY DESTROYED.
 RX0027
 RX0027                          STATION RECOVERY (1962)
 RX0027
 RX0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 RX0027'SEARCHED FOR BUT NOT RECOVERED.
 RX0027'
 RX0027'IT IS BELIEVED THAT THE STATION WAS DESTROYED DURING THE
 RX0027'CONSTRUCTION OF A NEW COLLEGE BUILDING.
 RX0027
 RX0027                          STATION RECOVERY (1962)
 RX0027
 RX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RX0027'IN HELENA.
 RX0027'AT HELENA, LEWIS AND CLARK COUNTY, AT CARROLL COLLEGE, 32 YARDS
 RX0027'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STONE CONVENT BUILDING, 57
 RX0027'YARDS EAST OF THE CENTERLINE OF THE ROAD CIRCLING THE COLLEGE BUILDING
 RX0027'AND 75 YARDS EAST OF THE SOUTHEAST CORNER OF THE BUILDING. A STANDARD
 RX0027'TRIANGULATION-STATION DISK, STAMPED CARROLL 1934 AND SET IN THE TOP OF
 RX0027'A CONCRETE POST.  NOTE-- THIS AREA HAS BEEN FILLED AND IS NOW A LAWN
 RX0027'WHICH LIMITS DIGGING.
 RX0027
 RX0027                          STATION RECOVERY (1979)
 RX0027
 RX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0026 ***********************************************************************
 RX0026  DESIGNATION -  CARROL RM 1
 RX0026  PID         -  RX0026
 RX0026  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0026  USGS QUAD   -  HELENA (1985)
 RX0026
 RX0026                         *CURRENT SURVEY CONTROL
 RX0026  ___________________________________________________________________
 RX0026* NAD 83(1986)-  46 36 01.     (N)    112 02 14.     (W)     SCALED    
 RX0026* NAVD 88     -      1229.279  (meters)    4033.06   (feet)  ADJUSTED  
 RX0026  ___________________________________________________________________
 RX0026  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RX0026  DYNAMIC HT  -        1229.020 (meters)    4032.21  (feet)  COMP
 RX0026  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 RX0026
 RX0026  VERT ORDER  -  FIRST     CLASS II
 RX0026
 RX0026.The horizontal coordinates were scaled from a topographic map and have
 RX0026.an estimated accuracy of +/- 6 seconds.
 RX0026
 RX0026.The orthometric height was determined by differential leveling
 RX0026.and adjusted by the National Geodetic Survey in June 1991..
 RX0026
 RX0026.The geoid height was determined by GEOID03.
 RX0026
 RX0026.The dynamic height is computed by dividing the NAVD 88
 RX0026.geopotential number by the normal gravity value computed on the
 RX0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0026.degrees latitude (g = 980.6199 gals.).
 RX0026
 RX0026.The modeled gravity was interpolated from observed gravity values.
 RX0026
 RX0026;                    North         East    Units  Estimated Accuracy
 RX0026;SPC MT       -   264,320.      405,740.      MT  (+/- 180 meters Scaled)
 RX0026
 RX0026                          SUPERSEDED SURVEY CONTROL
 RX0026
 RX0026  NGVD 29 (??/??/92) 1228.294  (m)         4029.83   (f) ADJ UNCH    1 2
 RX0026
 RX0026.Superseded values are not recommended for survey control.
 RX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0026.See file dsdata.txt to determine how the superseded data were derived.
 RX0026
 RX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS205612(NAD 83)
 RX0026_MARKER: DR = REFERENCE MARK DISK
 RX0026_SETTING: 66 = SET IN ROCK OUTCROP
 RX0026_SP_SET: ROCK OUTCROP
 RX0026_STAMPING: CARROL NO 1 1934
 RX0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0026+STABILITY: POSITION/ELEVATION WELL
 RX0026
 RX0026  HISTORY     - Date     Condition        Report By
 RX0026  HISTORY     - 1934     MONUMENTED       CGS
 RX0026  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0026  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0026
 RX0026                          STATION DESCRIPTION
 RX0026
 RX0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0026'IN HELENA.
 RX0026'AT HELENA, LEWIS AND CLARK COUNTY, ON THE CARROLL COLLEGE CAMPUS, 135
 RX0026'FEET SOUTHWEST OF TRIANGULATION STATION CARROL, DESCRIBED BELOW, 86
 RX0026'FEET EAST OF THE CENTERLINE OF A CAMPUS ROAD, AND IN THE TOP OF A ROCK
 RX0026'OUTCROP.  A STANDARD REFERENCE-MARK DISK, STAMPED CARROL NO 1 1934.
 RX0026
 RX0026                          STATION RECOVERY (1979)
 RX0026
 RX0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0028 ***********************************************************************
 RX0028  DESIGNATION -  CARROL RM 2
 RX0028  PID         -  RX0028
 RX0028  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0028  USGS QUAD   -  HELENA (1985)
 RX0028
 RX0028                         *CURRENT SURVEY CONTROL
 RX0028  ___________________________________________________________________
 RX0028* NAD 83(1986)-  46 36 01.     (N)    112 02 14.     (W)     SCALED    
 RX0028* NAVD 88     -      1232.402  (meters)    4043.31   (feet)  ADJUSTED  
 RX0028  ___________________________________________________________________
 RX0028  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RX0028  DYNAMIC HT  -        1232.143 (meters)    4042.46  (feet)  COMP
 RX0028  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 RX0028
 RX0028  VERT ORDER  -  FIRST     CLASS II
 RX0028
 RX0028.The horizontal coordinates were scaled from a topographic map and have
 RX0028.an estimated accuracy of +/- 6 seconds.
 RX0028
 RX0028.The orthometric height was determined by differential leveling
 RX0028.and adjusted by the National Geodetic Survey in June 1991..
 RX0028
 RX0028.The geoid height was determined by GEOID03.
 RX0028
 RX0028.The dynamic height is computed by dividing the NAVD 88
 RX0028.geopotential number by the normal gravity value computed on the
 RX0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0028.degrees latitude (g = 980.6199 gals.).
 RX0028
 RX0028.The modeled gravity was interpolated from observed gravity values.
 RX0028
 RX0028;                    North         East    Units  Estimated Accuracy
 RX0028;SPC MT       -   264,320.      405,740.      MT  (+/- 180 meters Scaled)
 RX0028
 RX0028                          SUPERSEDED SURVEY CONTROL
 RX0028
 RX0028  NGVD 29 (??/??/92) 1231.42   (m)         4040.1    (f) COMPUTED    1 2
 RX0028
 RX0028.Superseded values are not recommended for survey control.
 RX0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0028.See file dsdata.txt to determine how the superseded data were derived.
 RX0028
 RX0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS205612(NAD 83)
 RX0028_MARKER: DR = REFERENCE MARK DISK
 RX0028_SETTING: 66 = SET IN ROCK OUTCROP
 RX0028_SP_SET: ROCK OUTCROP
 RX0028_STAMPING: CARROL NO 2 1934
 RX0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0028+STABILITY: POSITION/ELEVATION WELL
 RX0028
 RX0028  HISTORY     - Date     Condition        Report By
 RX0028  HISTORY     - 1934     MONUMENTED       CGS
 RX0028  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0028  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0028
 RX0028                          STATION DESCRIPTION
 RX0028
 RX0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0028'IN HELENA.
 RX0028'AT HELENA, LEWIS AND CLARK COUNTY, ON THE CARROL COLLEGE CAMPUS, 100
 RX0028'FEET EAST OF THE INTERSECTION OF THE CAMPUS ROADS, 60 FEET SOUTH OF
 RX0028'THE SOUTHEAST CORNER OF A STONE CONVENT BUILDING, 68 FEET WEST OF
 RX0028'TRIANGULATION STATION CARROL, DESCRIBED ABOVE, AND IN THE TOP OF A
 RX0028'ROCK OUTCROP.  A STANDARD REFERENCE-MARK DISK, STAMPED CARROL NO 2
 RX0028'1934.
 RX0028
 RX0028                          STATION RECOVERY (1979)
 RX0028
 RX0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0029 ***********************************************************************
 RX0029  DESIGNATION -  CARROL RM 3
 RX0029  PID         -  RX0029
 RX0029  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0029  USGS QUAD   -  HELENA (1985)
 RX0029
 RX0029                         *CURRENT SURVEY CONTROL
 RX0029  ___________________________________________________________________
 RX0029* NAD 83(1986)-  46 36 01.     (N)    112 02 14.     (W)     SCALED    
 RX0029* NAVD 88     -      1229.385  (meters)    4033.41   (feet)  ADJUSTED  
 RX0029  ___________________________________________________________________
 RX0029  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RX0029  DYNAMIC HT  -        1229.127 (meters)    4032.56  (feet)  COMP
 RX0029  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 RX0029
 RX0029  VERT ORDER  -  FIRST     CLASS II
 RX0029
 RX0029.The horizontal coordinates were scaled from a topographic map and have
 RX0029.an estimated accuracy of +/- 6 seconds.
 RX0029
 RX0029.The orthometric height was determined by differential leveling
 RX0029.and adjusted by the National Geodetic Survey in June 1991..
 RX0029
 RX0029.The geoid height was determined by GEOID03.
 RX0029
 RX0029.The dynamic height is computed by dividing the NAVD 88
 RX0029.geopotential number by the normal gravity value computed on the
 RX0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0029.degrees latitude (g = 980.6199 gals.).
 RX0029
 RX0029.The modeled gravity was interpolated from observed gravity values.
 RX0029
 RX0029;                    North         East    Units  Estimated Accuracy
 RX0029;SPC MT       -   264,320.      405,740.      MT  (+/- 180 meters Scaled)
 RX0029
 RX0029                          SUPERSEDED SURVEY CONTROL
 RX0029
 RX0029  NGVD 29 (??/??/92) 1228.401  (m)         4030.18   (f) ADJ UNCH    1 2
 RX0029
 RX0029.Superseded values are not recommended for survey control.
 RX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0029.See file dsdata.txt to determine how the superseded data were derived.
 RX0029
 RX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS205612(NAD 83)
 RX0029_MARKER: S = SPIKE
 RX0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0029_STAMPING: U S C AND G S 1934 R M NO 3
 RX0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0029+STABILITY: SURFACE MOTION
 RX0029
 RX0029  HISTORY     - Date     Condition        Report By
 RX0029  HISTORY     - 1934     MONUMENTED       CGS
 RX0029  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0029  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0029
 RX0029                          STATION DESCRIPTION
 RX0029
 RX0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0029'IN HELENA.
 RX0029'AT HELENA, LEWIS AND CLARK COUNTY, ON THE CARROL COLLEGE CAMPUS, AND
 RX0029'75 FEET EAST OF THE TRIANGULATION STATION CARROL, DESCRIBED ABOVE.  A
 RX0029'RAILROAD SPIKE, STAMPED U S C AND G S 1934 R M NO 3 AND SET IN THE TOP
 RX0029'OF A CONCRETE POST.
 RX0029
 RX0029                          STATION RECOVERY (1979)
 RX0029
 RX0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1038 ***********************************************************************
 SR1038  DESIGNATION -  CARROLL
 SR1038  PID         -  SR1038
 SR1038  STATE/COUNTY-  MT/PETROLEUM
 SR1038  USGS QUAD   -  DRY COULEE (1965)
 SR1038
 SR1038                         *CURRENT SURVEY CONTROL
 SR1038  ___________________________________________________________________
 SR1038* NAD 83(1992)-  47 32 20.02822(N)    108 14 20.66392(W)     ADJUSTED  
 SR1038* NAVD 88     -       870.6    (meters)    2856.     (feet)  VERTCON   
 SR1038  ___________________________________________________________________
 SR1038  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 SR1038  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 SR1038
 SR1038  HORZ ORDER  -  FIRST
 SR1038
 SR1038.The horizontal coordinates were established by classical geodetic methods
 SR1038.and adjusted by the National Geodetic Survey in July 1992..
 SR1038
 SR1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1038
 SR1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1038
 SR1038.The geoid height was determined by GEOID03.
 SR1038
 SR1038;                    North         East     Units Scale Factor Converg.
 SR1038;SPC MT       -   366,217.962   694,874.771   MT  0.99943480   +0 55 20.5
 SR1038;SPC MT       - 1,201,502.50  2,279,772.87   iFT  0.99943480   +0 55 20.5
 SR1038;UTM  12      - 5,268,747.084   707,774.197   MT  1.00013054   +2 02 15.2
 SR1038
 SR1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1038!SPC MT       -   0.99986593  x   0.99943480  =   0.99930081
 SR1038!UTM  12      -   0.99986593  x   1.00013054  =   0.99999645
 SR1038
 SR1038:                Primary Azimuth Mark                     Grid Az
 SR1038:SPC MT       -  CARROLL AZ MK                            113 18 16.9
 SR1038:UTM  12      -  CARROLL AZ MK                            112 11 22.2
 SR1038
 SR1038|---------------------------------------------------------------------|
 SR1038| PID    Reference Object                     Distance      Geod. Az  |
 SR1038|                                                           dddmmss.s |
 SR1038| CQ5242 CARROLL AZ MK                                      1141337.4 |
 SR1038| CQ5243 CARROLL RM 1                         14.269 METERS 11444     |
 SR1038| CQ5244 CARROLL RM 2                         19.668 METERS 24003     |
 SR1038|---------------------------------------------------------------------|
 SR1038
 SR1038                          SUPERSEDED SURVEY CONTROL
 SR1038
 SR1038  NAD 83(1986)-  47 32 20.02217(N)    108 14 20.64802(W) AD(       ) 1
 SR1038  NAD 27      -  47 32 20.03600(N)    108 14 18.21000(W) AD(       ) 1
 SR1038  NGVD 29 (07/19/86)  869.8    (m)         2854.     (f) VERT ANG       
 SR1038
 SR1038.Superseded values are not recommended for survey control.
 SR1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1038.See file dsdata.txt to determine how the superseded data were derived.
 SR1038
 SR1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT0777468747(NAD 83)
 SR1038_MARKER: DS = TRIANGULATION STATION DISK
 SR1038_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SR1038
 SR1038  HISTORY     - Date     Condition        Report By
 SR1038  HISTORY     - 1948     MONUMENTED       CGS
 SR1038  HISTORY     - 1972     GOOD             NGS
 SR1038
 SR1038                          STATION DESCRIPTION
 SR1038
 SR1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SR1038'STATION IS LOCATED NEAR THE HEAD OF CARROLL COULEE, ABOUT
 SR1038'3 MILES SOUTH OF THE MISSOURI RIVER.
 SR1038'
 SR1038'TO REACH FROM THE DEPOT IN ROY, GO EAST ON GRAVEL ROAD FOR
 SR1038'7.6 MILES TO T ROAD INTERSECTION, SCHOOLHOUSE ON RIGHT, TURN
 SR1038'LEFT, NORTH, GO 3.4 MILES TO ROAD FORKS, (SIGN WILDER) TAKE
 SR1038'LEFT FORK, GO 4.1 MILES TO OLD SCHOOLHOUSE ON THE LEFT,
 SR1038'CONTINUE AHEAD FOR 9.0 MILES TO TRAIL FORKS, TAKE LEFT FORK
 SR1038'FOR 2.2 MILES TO LITTLE CROOKED, (OLD SCHOOLHOUSE ON RIGHT).
 SR1038'CONTINUE AHEAD FOR 0.8 MILE TO FORK, TAKE RIGHT FORK EAST,
 SR1038'FOR 12.7 MILES TO CATTLE GUARD.  CONTINUE AHEAD FOR 3.2 MILES
 SR1038'TO LITTLE WHITE RANCH HOUSE AND RED, TIN ROOFED BARN ON THE
 SR1038'LEFT AND STATION.  TO REACH THE AZIMUTH FROM THE STATION,
 SR1038'CONTINUE STRAIGHT AHEAD, SOUTHEAST, ON MAIN TRAVELED ROAD
 SR1038'FOR 0.25 MILE TO AZIMUTH MARK IN FIELD ON LEFT AS DESCRIBED.
 SR1038'
 SR1038'STATION IS 25 FEET NORTH OF AN EAST-WEST FENCE, 22 FEET EAST
 SR1038'OF CENTER-LINE OF DRIVE LEADING TO BARN.  IT IS A STANDARD
 SR1038'TRIANGULATION STATION DISC SET IN AN IRREGULAR MASS OF CONCRETE,
 SR1038'FLUSH WITH THE GROUND.  THE DISC IS STAMPED CARROLL 1948.
 SR1038'
 SR1038'REFERENCE MARK NO. 1 IS 1 FOOT NORTHWEST OF A FENCE CORNER.
 SR1038'IT IS A STANDARD REFERENCE MARK DISC SET IN A 12 INCH SQUARE
 SR1038'CONCRETE POST.  THE MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED
 SR1038'CARROLL NO 1 1948.
 SR1038'
 SR1038'REFERENCE MARK NO. 2 IS 2 FEET NORTHEAST OF A GATEPOST.  IT
 SR1038'IS A STANDARD REFERENCE MARK DISC SET IN A 12 INCH SQUARE
 SR1038'CONCRETE POST.  THE MARK PROJECTS 4 INCHES AND THE DISC IS
 SR1038'STAMPED CARROLL NO 2 1948.
 SR1038'
 SR1038'THE AZIMUTH MARK IS ABOUT 100 YARDS NORTH OF A TRACK ROAD, 4 FEET
 SR1038'WEST OF A WHITE WITNESS POST.  IT IS A STANDARD DISC SET IN
 SR1038'A 12 INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 4 INCHES
 SR1038'AND THE DISC IS STAMPED CARROLL 1948.
 SR1038'
 SR1038'STATIONS WILD, SEVEN MILE, SAGE, WEINGART WILL SEE FROM A
 SR1038'20 FOOT STAND.  STATIONS NICKOLS, CARSON WILL SEE FROM A 4
 SR1038'FOOT STAND.
 SR1038
 SR1038                          STATION RECOVERY (1972)
 SR1038
 SR1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1038'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 SR1038'ANGLES TO THE MARKS CHECKED FAVORABLY WITH PREVIOUS OCCUPATION
 SR1038'BUT IT WAS FOUND THAT METERS AND FEET WERE SWITCHED IN
 SR1038'MEASUREMENTS TO REFERENCE MARKS.  THE STATION WAS REACHED
 SR1038'FROM WINNETT SO A COMPLETE DESCRIPTION FOLLOWS--
 SR1038'
 SR1038'THE STATION IS LOCATED 36.5 MILES EAST-NORTHEAST OF ROY, 36.5
 SR1038'MILES NORTH-NORTHEAST OF WINNETT AND 3 MILES SOUTH OF THE
 SR1038'MISSOURI RIVER.  IT IS NEAR THE HEAD OF CARROLL COULEE ON
 SR1038'PROPERTY OF MR. GERALD NUNN, PHONE 429-3466, WHOSE HOME IS
 SR1038'PASSED ENROUTE TO THE STATION.
 SR1038'
 SR1038'TO REACH THE STATION FROM THE POST OFFICE IN WINNETT GO NORTH
 SR1038'0.5 MILE ON STATE HIGHWAY 244 TO THE JUNCTION WITH STATE
 SR1038'HIGHWAY 200.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 200 FOR
 SR1038'0.2 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO NORTH ON
 SR1038'GRADED, GRAVELED ROAD FOR 2.5 MILES TO FORK.  TAKE LEFT FORK
 SR1038'AND CONTINUE NORTH 8.7 MILES TO A SIDE ROAD ON THE RIGHT.
 SR1038'CONTINUE STRAIGHT NORTH 0.25 MILE TO FORK ON RIDGE.  TAKE THE
 SR1038'RIGHT FORK AND CONTINUE NORTH 1.4 MILES TO A SIDE ROAD ON THE
 SR1038'RIGHT.  TURN RIGHT PER SIGN DOVETAIL AND GO NORTHEAST AND
 SR1038'NORTH 10.2 MILES TO A SIDE ROAD ON RIGHT.  CONTINUE NORTH
 SR1038'ON GRADED CLAY ROAD 4.0 MILES TO A T INTERSECTION.  TURN
 SR1038'RIGHT AND GO EASTERLY 0.8 MILE TO A SIDE ROAD ON LEFT.
 SR1038'TURN LEFT PER SIGN HORSE CAMP TRAIL AND GO NORTH AND
 SR1038'NORTHEAST 4.7 MILES TO THE NUNN RANCH ON RIGHT AND
 SR1038'CATTLEGUARD BEYOND.  CONTINUE NORTH 1.9 MILES TO FORK.  TAKE
 SR1038'LEFT FORK PER SIGN HORSE CAMP TRAIL AND CONTINUE NORTH
 SR1038'0.6 MILE TO FORK.  TAKE LEFT FORK AND CONTINUE NORTHERLY
 SR1038'DOWN ACROSS CROOKED CREEK 4.1 MILES TO CORRALS AND WHITE
 SR1038'CABIN ON LEFT.  CONTINUE UPHILL, NORTHWESTERLY 4.9 MILES TO
 SR1038'DIM FORK ON LEFT.  KEEP RIGHT FORK ON MAIN ROAD
 SR1038'NORTHERLY 1.1 MILES TO T INTERSECTION WITH ABANDONED LOG
 SR1038'HOUSE AHEAD.  TURN RIGHT AND GO EAST 4.2 MILES TO WHITE
 SR1038'HOUSE ON LEFT AND STATION INSIDE YARD FENCE.  TO REACH THE
 SR1038'AZIMUTH MARK CONTINUE EAST-SOUTHEAST 0.2 MILE TO MARK ON
 SR1038'LEFT 0.05 MILE NORTH OF ROAD.
 SR1038'
 SR1038'THE STATION MARK IS A STANDARD DISK STAMPED CARROLL 1948
 SR1038'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET
 SR1038'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 65.8 FEET NORTHEAST
 SR1038'OF THE EAST GATE POST OF THE YARD FENCE, 48.1 FEET WEST-NORTHWEST
 SR1038'OF THE SOUTHEAST CORNER OF YARD FENCE, AND 26.5 FEET NORTH
 SR1038'OF THE EAST-WEST FENCE.
 SR1038'
 SR1038'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARROL NO 1 1948
 SR1038'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SR1038'PROJECTING 7 INCHES ABOVE GROUND.  IT IS 1.3 FEET NORTHWEST
 SR1038'OF THE FENCE CORNER POST AT THE SOUTHEAST CORNER OF THE YARD
 SR1038'FENCE AND AT THE SAME ELEVATION AS THE STATION.
 SR1038'
 SR1038'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARROLL NO 2 1948
 SR1038'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SR1038'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 1.3 FEET EAST OF THE
 SR1038'EAST GATE POST OF THE YARD GATE, 1 FOOT WEST OF A METAL WITNESS
 SR1038'POST WITH SIGN AND AT THE SAME ELEVATION AS THE STATION.
 SR1038'
 SR1038'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARROLL 1948
 SR1038'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SR1038'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 3.8 FEET WEST-SOUTHWEST
 SR1038'OF A WOODEN 4 X 4 WITNESS POST AND 2.5 FEET WEST-NORTHWEST OF
 SR1038'A METAL WITNESS POST WITH SIGN.
 SR1038'
 SR1038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--36.5 MILES
 SR1038'NORTH OF WINNETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1191 ***********************************************************************
 SR1191  DESIGNATION -  CARROLL
 SR1191  PID         -  SR1191
 SR1191  STATE/COUNTY-  MT/FERGUS
 SR1191  USGS QUAD   -  HANSON FLAT (1971)
 SR1191
 SR1191                         *CURRENT SURVEY CONTROL
 SR1191  ___________________________________________________________________
 SR1191* NAD 83(1992)-  47 33 36.05371(N)    108 21 22.12415(W)     ADJUSTED  
 SR1191* NAVD 88     -       836.     (meters)    2743.     (feet)  SCALED    
 SR1191  ___________________________________________________________________
 SR1191  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 SR1191  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 SR1191
 SR1191  HORZ ORDER  -  THIRD
 SR1191
 SR1191.The horizontal coordinates were established by classical geodetic methods
 SR1191.and adjusted by the National Geodetic Survey in July 1992..
 SR1191
 SR1191.The orthometric height was scaled from a topographic map.
 SR1191
 SR1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1191
 SR1191.The geoid height was determined by GEOID03.
 SR1191
 SR1191;                    North         East     Units Scale Factor Converg.
 SR1191;SPC MT       -   368,429.118   686,032.396   MT  0.99943826   +0 50 12.2
 SR1191;SPC MT       - 1,208,756.95  2,250,762.45   iFT  0.99943826   +0 50 12.2
 SR1191;UTM  12      - 5,270,787.107   698,884.496   MT  1.00008611   +1 57 06.3
 SR1191
 SR1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1191!SPC MT       -   0.99987138  x   0.99943826  =   0.99930971
 SR1191!UTM  12      -   0.99987138  x   1.00008611  =   0.99995748
 SR1191
 SR1191                          SUPERSEDED SURVEY CONTROL
 SR1191
 SR1191  NAD 83(1986)-  47 33 36.04806(N)    108 21 22.10958(W) AD(       ) 3
 SR1191
 SR1191.Superseded values are not recommended for survey control.
 SR1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1191.See file dsdata.txt to determine how the superseded data were derived.
 SR1191
 SR1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT9888470787(NAD 83)
 SR1191_MARKER: DS = TRIANGULATION STATION DISK
 SR1191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1191
 SR1191  HISTORY     - Date     Condition        Report By
 SR1191  HISTORY     - 1885     MONUMENTED       MORC
 SR1191
 SR1191                          STATION DESCRIPTION
 SR1191
 SR1191'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SR1191'CARROLL IS ON THE RIGHT BANK, ONE-HALF MI. FROM THE RIVER, BACK FROM
 SR1191'CARROLL, ON THE HIGHEST GROUND IN THE VICINITY.
 SR1191'
 SR1191'STATION MARK--STANDARD MORC MARK CAPPED ON 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1029 ***********************************************************************
 SR1029  FBN         -  This is a Federal Base Network Control Station.
 SR1029  DESIGNATION -  CARSON
 SR1029  PID         -  SR1029
 SR1029  STATE/COUNTY-  MT/PHILLIPS
 SR1029  USGS QUAD   -  KARSTEN COULEE (1965)
 SR1029
 SR1029                         *CURRENT SURVEY CONTROL
 SR1029  ___________________________________________________________________
 SR1029* NAD 83(1999)-  47 41 24.22991(N)    108 03 03.42038(W)     ADJUSTED  
 SR1029* NAVD 88     -       866.4    (meters)    2843.     (feet)  GPS OBS   
 SR1029  ___________________________________________________________________
 SR1029  X           -  -1,332,978.547 (meters)                     COMP
 SR1029  Y           -  -4,090,106.889 (meters)                     COMP
 SR1029  Z           -   4,694,377.500 (meters)                     COMP
 SR1029  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 SR1029  ELLIP HEIGHT-         850.84  (meters)          (10/12/00) GPS OBS
 SR1029  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 SR1029
 SR1029  HORZ ORDER  -  A
 SR1029  ELLP ORDER  -  THIRD     CLASS I
 SR1029
 SR1029.The horizontal coordinates were established by GPS observations
 SR1029.and adjusted by the National Geodetic Survey in October 2000..
 SR1029.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SR1029.DATUM ITEM on the data sheet items page.
 SR1029
 SR1029.The orthometric height was determined by GPS observations and a
 SR1029.high-resolution geoid model.
 SR1029
 SR1029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SR1029
 SR1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1029
 SR1029.The ellipsoidal height was determined by GPS observations
 SR1029.and is referenced to NAD 83.
 SR1029
 SR1029.The geoid height was determined by GEOID03.
 SR1029
 SR1029;                    North         East     Units Scale Factor Converg.
 SR1029;SPC MT       -   383,257.867   708,717.298   MT  0.99946257   +1 03 35.9
 SR1029;SPC MT       - 1,257,407.70  2,325,187.99   iFT  0.99946257   +1 03 35.9
 SR1029;UTM  12      - 5,286,066.360   721,291.188   MT  1.00020181   +2 10 54.3
 SR1029;UTM  13      - 5,286,362.681   271,063.074   MT  1.00024411   -2 15 25.9
 SR1029
 SR1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1029!SPC MT       -   0.99986666  x   0.99946257  =   0.99932930
 SR1029!UTM  12      -   0.99986666  x   1.00020181  =   1.00006844
 SR1029!UTM  13      -   0.99986666  x   1.00024411  =   1.00011074
 SR1029
 SR1029:                Primary Azimuth Mark                     Grid Az
 SR1029:SPC MT       -  CARSON AZ MK 2                           087 20 22.8
 SR1029:UTM  12      -  CARSON AZ MK 2                           086 13 04.4
 SR1029:UTM  13      -  CARSON AZ MK 2                           090 39 24.6
 SR1029
 SR1029|---------------------------------------------------------------------|
 SR1029| PID    Reference Object                     Distance      Geod. Az  |
 SR1029|                                                           dddmmss.s |
 SR1029| CQ5246 CARSON AZ MK 2                                     0882358.7 |
 SR1029| CQ5245 CARSON AZ MK                                       0884746.1 |
 SR1029| CQ5247 CARSON RM 1                          13.000 METERS 08956     |
 SR1029| CQ5249 CARSON RM 3                          15.598 METERS 18758     |
 SR1029| SR1031 CARSON RM A                          27.326 METERS 19140     |
 SR1029| CQ5248 CARSON RM 2                          15.231 METERS 19423     |
 SR1029| SR1030 T22N R28 29E SECS 1 6 7 12          403.314 METERS 2725647.0 |
 SR1029|---------------------------------------------------------------------|
 SR1029
 SR1029                          SUPERSEDED SURVEY CONTROL
 SR1029
 SR1029  NAD 83(1992)-  47 41 24.22881(N)    108 03 03.41949(W) AD(       ) B
 SR1029  ELLIP H (05/15/92)  850.94   (m)                       GP(       ) 4 2
 SR1029  NAD 83(1986)-  47 41 24.22225(N)    108 03 03.40379(W) AD(       ) 1
 SR1029  NAD 27      -  47 41 24.23500(N)    108 03 00.97100(W) AD(       ) 1
 SR1029  NGVD 29 (06/11/92)  865.6    (m)         2840.     (f) GPS OBS        
 SR1029
 SR1029.Superseded values are not recommended for survey control.
 SR1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1029.See file dsdata.txt to determine how the superseded data were derived.
 SR1029
 SR1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT2129186066(NAD 83)
 SR1029_MARKER: DS = TRIANGULATION STATION DISK
 SR1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1029_SP_SET: CONCRETE POST
 SR1029_STAMPING: CARSON 1948
 SR1029_MARK LOGO: CGS   
 SR1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 SR1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1029+STABILITY: SURFACE MOTION
 SR1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR1029+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 SR1029
 SR1029  HISTORY     - Date     Condition        Report By
 SR1029  HISTORY     - 1948     MONUMENTED       CGS
 SR1029  HISTORY     - 1948     GOOD             CGS
 SR1029  HISTORY     - 1965     GOOD             USGS
 SR1029  HISTORY     - 1967     GOOD             CGS
 SR1029  HISTORY     - 1972     GOOD             NGS
 SR1029  HISTORY     - 19911031 GOOD             NGS
 SR1029  HISTORY     - 19950307 GOOD             MTDOT
 SR1029  HISTORY     - 19990622 GOOD             NGS
 SR1029
 SR1029                          STATION DESCRIPTION
 SR1029
 SR1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SR1029'THE STATION IS LOCATED ABOUT 48 MILES SOUTH-SOUTHWEST OF MALTA,
 SR1029'6 MILES NORTH OF THE MISSOURI RIVER, 1-1/2 MILES EAST OF THE
 SR1029'HEAD CARSON CREEK, AND 0.85 MILE WEST OF MAIN ROAD TO TOWN
 SR1029'RANCH.
 SR1029'
 SR1029'TO REACH THE STATION FROM THE GREAT NORTHERN HOTEL IN MALTA,
 SR1029'GO EAST 4 BLOCKS TO THE D AND B GRAIN ELEVATOR ON THE LEFT,
 SR1029'TURN RIGHT ON MAIN GRAVELED ROAD AND GO SOUTH FOR 4.6 MILES
 SR1029'TO A ROAD FORK, TURN RIGHT AND GO WEST AND SOUTH FOR 27.5 MILES
 SR1029'TO A SIDE ROAD RIGHT AND A SIGN, SUN PRAIRIE 9 MI.  TURN
 SR1029'RIGHT AND GO WEST FOR 5.2 MILES TO A SIDE ROAD LEFT AND A
 SR1029'SCHOOL HOUSE ON THE RIGHT, TURN LEFT AND GO 12.3 MILES ON
 SR1029'MAIN TRAVELED GRADED ROAD TO A CROSSROAD AND A WIRE GATE ON
 SR1029'THE LEFT, CONTINUE STRAIGHT AHEAD CROSSING FOURCHETTE CREEK.
 SR1029'GO SOUTH 0.3 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO
 SR1029'SOUTH ON MAIN TRAVELED TRACK ROAD 2.0 MILE TO A GATE ON THE
 SR1029'RIGHT WITH OVERHEAD BRACE, TURN RIGHT AND GO WEST 0.05
 SR1029'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 SR1029'WEST ON TRACK ROAD 0.80 MILE TO THE STATION ON THE LEFT.
 SR1029'
 SR1029'THE STATION MARK IS 50 FEET SOUTH OF A TRACK ROAD, AND IN A
 SR1029'PASTURE.  THE MARK IS A STANDARD STATION MARK DISK SET IN
 SR1029'THE TOP OF A 1 2-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1029'5 INCHES, AND THE DISK IS STAMPED CARSON 1948.
 SR1029'
 SR1029'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 SR1029'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1029'3 INCHES, AND THE DISK IS STAMPED CARSON NO 1 1948.
 SR1029'
 SR1029'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 SR1029'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1029'3 INCHES, AND THE DISK IS STAMPED CARSON NO 2 1948.
 SR1029'
 SR1029'AZIMUTH MARK 0.80 MILE FROM THE STATION, 0.05 MILE WEST OF
 SR1029'MAIN ROAD TO TOWN RANCH, 18 FEET SOUTH OF TRACK ROAD, AND 4
 SR1029'FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD AZIMUTH
 SR1029'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.
 SR1029'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CARSON 1948.
 SR1029'
 SR1029'G.L.O. MARK IS 15 FEET SOUTH OF A WIRE GATE, AND IN A NORTH-SOUTH
 SR1029'FENCE LINE.  THE MARK IS A 2-INCH IRON PIPE WITH A BRONZE
 SR1029'CAP, AND PROJECTS 9 INCHES.  A TRAVERSE CONNECTION WAS MADE
 SR1029'FROM TRIANGULATION STATION CARSON.
 SR1029'
 SR1029'A 4-FOOT STAND WILL SEE TRIANGULATION STATIONS FORCHETTE 1934,
 SR1029'VALENTINE, TRIPP 1934, SLIDE (MORC), ACROSS (MORC), CARROLL,
 SR1029'AND NICKOLS.
 SR1029
 SR1029                          STATION RECOVERY (1948)
 SR1029
 SR1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 SR1029'RECOVERED IN GOOD CONDITION.
 SR1029
 SR1029                          STATION RECOVERY (1965)
 SR1029
 SR1029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SR1029'RECOVERED.  ALL MARKS IN GOOD CONDITION.
 SR1029'
 SR1029'STATION MARK--STANDARD USC AND GS DISK STAMPED ---CARSON 1948---, SET
 SR1029'IN SQUARE CONCRETE POST PROJECTING 0.4 FT.
 SR1029
 SR1029                          STATION RECOVERY (1967)
 SR1029
 SR1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SR1029'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 SR1029'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 SR1029'DESTROYED.  REFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE
 SR1029'ESTABLISHED AT THIS TIME.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 SR1029'
 SR1029'THE STATION IS ABOUT 48 MILES SOUTH-SOUTHWEST OF MALTA, 28 MILES
 SR1029'SOUTH OF PHILLIPS, 6 MILES NORTH OF THE MISSOURI RIVER, 1-1/2 MILES
 SR1029'EAST OF THE HEAD OF CARSON CREEK, AND ON PROPERTY OWNED BY THE U.S.
 SR1029'GOVERNMENT.
 SR1029'
 SR1029'TO REACH THE STATION FROM THE CROSS STREET ONE BLOCK EAST OF THE POST
 SR1029'OFFICE IN MALTA, GO SOUTH ON U.S. HIGHWAY 191 FOR 0.9 MILE TO A
 SR1029'FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON A PAVED ROAD FOR 3.9
 SR1029'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHERLY ON THE MAIN
 SR1029'ROAD FOR 26.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 SR1029'ON GRADED ROAD FOR 5.1 MILES AS PER SIGN REGINA, TO A CROSSROAD.
 SR1029'TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 4.0 MILES TO A
 SR1029'CROSSROAD.  TURN RIGHT AND GO WEST ON GRADED ROAD FOR 0.8 MILE TO A
 SR1029'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON GRADED ROAD FOR
 SR1029'11.3 MILES TO THE CROSSING OF FORCHETTE CREEK.  CONTINUE
 SR1029'SOUTHERLY FOR 2.05 MILES TO A SIDE ROAD, CATTLE GUARD, AND THE
 SR1029'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO WEST ON GRADED
 SR1029'ROAD FOR 0.75 MILE TO THE STATION ON THE LEFT.
 SR1029'
 SR1029'THE STATION IS A STANDARD DISK STAMPED CARSON 1948, SET IN THE TOP
 SR1029'OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 7 INCHES ABOVE
 SR1029'THE GROUND SURFACE.  IT IS 44.3 FEET WEST OF A METAL WITNESS POST
 SR1029'WITH SIGN ATTACHED, 28 FEET SOUTHOF THE CENTER OF THE GRADED
 SR1029'ROAD, AND 1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SR1029'
 SR1029'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARSON NO 1 1948, SET IN
 SR1029'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 6 INCHES
 SR1029'ABOVE THE GROUND SURFACE.  IT IS 45.6 FEET EAST OF A METAL WITNESS
 SR1029'POST, 27 FEET SOUTH OF THE CENTER OF THE GRADED ROAD, AND 1.6 FEET
 SR1029'WEST OF A METAL WITNESS POST.
 SR1029'
 SR1029'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CARSON 1948 NO 3 1967,
 SR1029'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 1
 SR1029'INCH ABOVE THE GROUND SURFACE.  IT IS 79 FEET SOUTH OF THE CENTER
 SR1029'OF THE GRADED ROAD, 72 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 SR1029'51 FEET SOUTH OF A METAL WITNESS POST.
 SR1029'
 SR1029'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARSON 1948 AZ 2 1967,
 SR1029'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 5
 SR1029'INCHES ABOVE THE GROUND SURFACE.  IT IS 86 FEET NORTHWEST OF THE
 SR1029'CENTER OF THE INTERSECTION OF GRADED ROADS, 49 FEET NORTH OF THE
 SR1029'CENTER OF A CATTLE GUARD, 3.7 FEET NORTH OF A METAL WITNESS POST
 SR1029'WITH SIGN ATTACHED, AND 2 FEET WEST OF A FENCE.
 SR1029'
 SR1029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES SOUTH OF
 SR1029'PHILLIPS.
 SR1029
 SR1029                          STATION RECOVERY (1972)
 SR1029
 SR1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1029'THE STATION MARK, REFERENCE MARKS 1 AND 3, CARSON R.M. A, AND
 SR1029'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 SR1029'THE MEASUREMENTS AND DIRECTION COMPARED FAVORABLY WITH THE
 SR1029'1967 DATA.
 SR1029'
 SR1029'THE STATION IS ABOUT 48 MILES SOUTH-SOUTHWEST OF MALTA, 28
 SR1029'MILES SOUTH OF PHILLIPS, 6 MILES NORTH OF THE MISSOURI RIVER,
 SR1029'AND ON PROPERTY OF THE U.S. GOVERMENT.
 SR1029'
 SR1029'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 376
 SR1029'AND U.S. HIGHWAY 191, GO NORTH ON U.S. HIGHWAY 191 FOR
 SR1029'15.5 MILES TO A SIDE ROAD LEFT AND SIGN ZORTMAN 9.  CONTINUE
 SR1029'AHEAD NORTHEAST ON U.S. HIGHWAY 191 FOR 16.1 MILES TO A SIDE
 SR1029'ROAD RIGHT AND SIGN FIRST CR HALL WITH ABOUT 25 NAMES ON IT.
 SR1029'TURN RIGHT AND GO SOUTHEAST ON GRADED ROAD FOR 10.7 MILES TO A
 SR1029'CROSSROAD.  CONTINUE SOUTHERLY ON GRADED ROAD FOR 3.5 MILES
 SR1029'TO A FORK AND SIGN REGINA RD.  TAKE LEFT FORK AND GO SOUTHEAST
 SR1029'ON GRADED DIRT ROAD FOR 0.8 MILE TO A FORK AND SIGN REGINA
 SR1029'RD, FORCHETTE CR.  TAKE RIGHT FORK AND GO SOUTHERLY FOR 3.1
 SR1029'MILES TO A CATTLE GUARD AND FORK.  BEAR LEFT AND GO EAST ON
 SR1029'DIRT ROAD FOR 2.4 MILES TO A FORK.  TAKE RIGHT FORK AND
 SR1029'GO SOUTHERLY ON MAIN GRADED ROAD FOR 11.1 MILES TO THE
 SR1029'CROSSING OF FORCHETTE CREEK.  CONTINUE SOUTHERLY FOR 2 MILES
 SR1029'TO A SIDE ROAD RIGHT AND CATTLE GUARD BEYOND.  TURN RIGHT,
 SR1029'CROSS CATTLE GUARD (THE AZIMUTH MARK IS ON THE RIGHT, NORTH
 SR1029'SIDE OF THE ROAD.) AND GO WEST ON GRADED ROAD FOR 0.75 MILE
 SR1029'TO THE STATION ON THE LEFT, SOUTH SIDE OF THE ROAD.
 SR1029'
 SR1029'THE STATION MARK, STAMPED CARSON 1948, IS A STANDARD DISK SET
 SR1029'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SR1029'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF THE
 SR1029'CENTER OF THE DIRT ROAD.
 SR1029'
 SR1029'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARSON NO 1 1948,
 SR1029'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SR1029'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 SR1029'SOUTH OF THE CENTER OF THE ROAD.
 SR1029'
 SR1029'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CARSON 1948 NO 3
 SR1029'1967, SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 SR1029'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 SR1029'IS 76 FEET SOUTH OF THE CENTER OF THE GRADED ROAD.
 SR1029'
 SR1029'CARSON R.M. A IS A STANDARD STATION MARK DISK STAMPED CARSON
 SR1029'R.M. A 1967, SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 SR1029'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 116 FEET
 SR1029'SOUTH OF THE ROAD.
 SR1029'
 SR1029'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARSON 1948
 SR1029'AZI 2 1967, SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 SR1029'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 SR1029'OF THE GROUND.  IT IS 19 FEET WEST OF A FENCE LINE POST WITH
 SR1029'SIGN ATTACHED, AND 50 FEET NORTH OF THE CENTER OF THE BLADED
 SR1029'ROAD.
 SR1029'
 SR1029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES
 SR1029'SOUTH OF PHILLIPS.
 SR1029
 SR1029                          STATION RECOVERY (1991)
 SR1029
 SR1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 SR1029'THE STATION IS LOCATED ABOUT 76 KM (47.2 MI) SOUTH-SOUTHWEST OF MALTA,
 SR1029'45 KM (28.0 MI) SOUTH OF PHILLIPS, 10 KM (6.2 MI) NORTH OF THE
 SR1029'MISSOURI RIVER AND ON PROPERTY OF THE U.S. GOVERNMENT.
 SR1029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 191, IN
 SR1029'MALTA, GO SOUTH ON HIGHWAY 191 FOR 1.44 KM (0.89 MI) TO A FORK.  TAKE
 SR1029'THE LEFT FORK AND GO SOUTHERLY ON THE MAIN GRAVEL ROAD FOR 41.6 KM
 SR1029'(25.8 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVEL
 SR1029'ROAD FOR 8.2 KM (5.1 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 SR1029'GRADED ROAD FOR 6.4 KM (4.0 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 SR1029'WEST ON THE GRAVEL ROAD FOR 1.3 KM (0.8 MI) TO A SIDE ROAD LEFT.
 SR1029'BEAR LEFT AND GO SOUTHERLY ON THE GRAVEL ROAD FOR 17.9 KM (11.1 MI)
 SR1029'TO A CROSSING OF FORCHETTE CREEK.  CONTINUE SOUTHERLY FOR 3.2 KM
 SR1029'(2.0 MI) TO A SIDE ROAD AND THE AZIMUTH MARK ON THE RIGHT AT A CATTLE
 SR1029'GUARD.  TURN RIGHT ACROSS THE CATTLE GUARD AND GO WEST ON A FIELD
 SR1029'ROAD FOR 1.2 KM (0.7 MI) TO THE STATION ON THE LEFT.
 SR1029'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 SR1029'PROJECTING 12 CM.  LOCATED 8.53 M (27.99 FT) SOUTH OF THE CENTER OF
 SR1029'THE ROAD, 0.49 M (1.61 FT) NORTHWEST OF A 2X4 POST AND 0.36 M
 SR1029'(1.18 FT) EAST OF ANOTHER 2X4 POST.
 SR1029
 SR1029                          STATION RECOVERY (1995)
 SR1029
 SR1029'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 SR1029'RECOVERED AS DESCRIBED.
 SR1029
 SR1029                          STATION RECOVERY (1999)
 SR1029
 SR1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 SR1029'THE STATION IS LOCATED ABOUT 76 KM (47.20 MI) SOUTH-SOUTHEAST OF
 SR1029'MALTA, 6.2 KM (3.85 MI) NORTH OF THE MISSOURI RIVER, ON THE SOUTH SIDE
 SR1029'OF A GRAVEL ROAD LEADING TO THE LOVING U RANCH. OWNERSHIP--BUREAU OF
 SR1029'LAND MANAGEMENT.  TO REACH THE STATION FROM THE JUNCTION OF US
 SR1029'HIGHWAYS 2 AND 191 IN MALTA, GO SOUTH ON HIGHWAY 191 FOR 1.45 KM (0.90
 SR1029'MI) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT, ACROSS THE HIGHWAY
 SR1029'FROM THE MONTANA NATIONAL GUARD.  TURN LEFT, SOUTHEAST FOR 6.27 KM
 SR1029'(3.90 MI) TO A GRAVEL ROAD ON THE RIGHT, REGINA ROAD.  TURN RIGHT,
 SR1029'SOUTHERLY ON REGINA ROAD FOR 41.84 KM (26.00 MI) TO THE JUNCTION OF A
 SR1029'GRAVEL ROAD ON THE RIGHT JUST PAST SIGN --HIGHWAY 191 27 MI-DRY CREEK
 SR1029'FORK ROAD 13 MI--.  TURN RIGHT, WEST ON THE GRAVEL ROAD FOR 8.20 KM
 SR1029'(5.10 MI) TO THE INTERSECTION OF A GRAVEL ROAD JUST PAST SIGN
 SR1029'--HIGHWAY 191 22 MI-DRY CREEK ROAD 8 MI--. TURN LEFT, SOUTH ON THE
 SR1029'GRAVEL ROAD FOR 6.43 KM (4.00 MI) TO JUNCTION OF A GRAVEL ROAD ON THE
 SR1029'RIGHT.  TURN RIGHT, WEST ON THE ROAD FOR 1.2 KM (0.75 MI) TO A FORK AT
 SR1029'SIGN --DRY CREEK 3 MI-HIGHWAY 191 22 MI--.  TAKE THE LEFT FORK,
 SR1029'SOUTHERLY AND GO ON THE MAIN GRAVEL ROAD FOR 18.1 KM (11.25 MI) TO A
 SR1029'CATTLE GUARD JUST PAST SIGN --FORCHETTE CREEK--.  CONTINUE AHEAD ON
 SR1029'THE ROAD FOR 2.98 KM (1.85 MI) TO THE JUNCTION OF A GRAVEL ROAD RIGHT
 SR1029'WITH SIGN --LOVING U RANCH--.  TURN RIGHT, WEST ON THE ROAD FOR 1.2 KM
 SR1029'(0.75 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP
 SR1029'OF A SQUARE CONCRETE POST PROJECTING 12 CM ABOVE GROUND.  LOCATED
 SR1029'15.54 M (50.98 FT) NORTH OF REFERENCE MARK 3, 13.26 M (43.50 FT) WEST
 SR1029'OF REFERENCE MARK 1, 8.54 M (28.02 FT) SOUTH OF THE CENTER OF THE
 SR1029'ROAD, 0.9 M (3.0 FT) SOUTH OF A METAL WITNESS POST AND 0.24 M (0.79
 SR1029'FT) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1031 ***********************************************************************
 SR1031  DESIGNATION -  CARSON RM A
 SR1031  PID         -  SR1031
 SR1031  STATE/COUNTY-  MT/PHILLIPS
 SR1031  USGS QUAD   -  KARSTEN COULEE (1965)
 SR1031
 SR1031                         *CURRENT SURVEY CONTROL
 SR1031  ___________________________________________________________________
 SR1031* NAD 83(1992)-  47 41 23.36232(N)    108 03 03.68436(W)     ADJUSTED  
 SR1031* NAVD 88     -       866.2    (meters)    2842.     (feet)  VERTCON   
 SR1031  ___________________________________________________________________
 SR1031  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 SR1031  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 SR1031
 SR1031  HORZ ORDER  -  FIRST
 SR1031
 SR1031.The horizontal coordinates were established by classical geodetic methods
 SR1031.and adjusted by the National Geodetic Survey in July 1992..
 SR1031
 SR1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1031
 SR1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1031
 SR1031.The geoid height was determined by GEOID03.
 SR1031
 SR1031;                    North         East     Units Scale Factor Converg.
 SR1031;SPC MT       -   383,230.989   708,712.292   MT  0.99946252   +1 03 35.8
 SR1031;SPC MT       - 1,257,319.52  2,325,171.56   iFT  0.99946252   +1 03 35.8
 SR1031;UTM  12      - 5,286,039.369   721,286.706   MT  1.00020178   +2 10 54.1
 SR1031;UTM  13      - 5,286,336.117   271,056.516   MT  1.00024415   -2 15 26.1
 SR1031
 SR1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1031!SPC MT       -   0.99986669  x   0.99946252  =   0.99932928
 SR1031!UTM  12      -   0.99986669  x   1.00020178  =   1.00006844
 SR1031!UTM  13      -   0.99986669  x   1.00024415  =   1.00011081
 SR1031
 SR1031|---------------------------------------------------------------------|
 SR1031| PID    Reference Object                     Distance      Geod. Az  |
 SR1031|                                                           dddmmss.s |
 SR1031| SR1029 CARSON                               27.326 METERS 01140     |
 SR1031| SQ0588 FORCHETTE                           APPROX.13.4 KM 0750842.0 |
 SR1031|---------------------------------------------------------------------|
 SR1031
 SR1031                          SUPERSEDED SURVEY CONTROL
 SR1031
 SR1031  NAD 83(1986)-  47 41 23.35574(N)    108 03 03.66868(W) AD(       ) 1
 SR1031  NAD 27      -  47 41 23.36850(N)    108 03 01.23579(W) AD(       ) 1
 SR1031  NGVD 29 (07/19/86)  865.4    (m)         2839.     (f) VERT ANG       
 SR1031
 SR1031.Superseded values are not recommended for survey control.
 SR1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1031.See file dsdata.txt to determine how the superseded data were derived.
 SR1031
 SR1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT2128786039(NAD 83)
 SR1031_MARKER: DS = TRIANGULATION STATION DISK
 SR1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1031+STABILITY: SURFACE MOTION
 SR1031
 SR1031  HISTORY     - Date     Condition        Report By
 SR1031  HISTORY     - 1967     MONUMENTED       CGS
 SR1031
 SR1031                          STATION DESCRIPTION
 SR1031
 SR1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SR1031'THE STATION IS LOCATED ABOUT 48 MILES SOUTH-SOUTHWEST OF MALTA, 28
 SR1031'MILES SOUTH OF PHILLIPS, 6 MILES NORTH OF THE MISSOURI RIVER, 1-1/2
 SR1031'MILES EAST OF CARSON CREEK AND ON LAND OWNED BY THE UNITED STATES
 SR1031'GOVERNMENT.
 SR1031'
 SR1031'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 376 AND U.S.
 SR1031'HIGHWAY 191, GO NORTH ON U.S. HIGHWAY 191 FOR 15.5 MILES TO A SIDE
 SR1031'ROAD LEFT AND SIGN ZORTMAN 9.  CONTINUE AHEAD NORTHEAST ON U.S.
 SR1031'HIGHWAY 191 FOR 16.1 MILES TO A SIDE ROAD RIGHT AND SIGN FIRST CR HALL
 SR1031'WITH ABOUT 25 NAMES ON IT.  TURN RIGHT AND GO SOUTHEAST ON GRADED ROAD
 SR1031'FOR 10.7 MILES TO A CROSSROAD.  CONTINUE SOUTHERLY ON GRADED ROAD FOR
 SR1031'3.5 MILES TO A FORK AND SIGN REGINA RD.  TAKE LEFT FORK AND GO
 SR1031'SOUTHEAST ON GRADED DIRT ROAD FOR 0.8 MILE TO A FORK AND SIGN REGINA
 SR1031'RD, FORCHETTE CR.  TAKE RIGHT FORK AND GO SOUTHERLY FOR 3.1 MILES TO
 SR1031'TO A CATTLE GUARD AND FORK.  BEAR LEFT AND GO EAST ON DIRT ROAD FOR
 SR1031'2.4 MILES TO A FORK.  TAKE RIGHT FORK AND GO SOUTHERLY ON MAIN GRADED
 SR1031'ROAD FOR 11.1 MILES TO THE CROSSING OF FORCHETTE CREEK.  CONTINUE
 SR1031'SOUTHERLY FOR 2 MILES TO A SIDE ROAD RIGHT AND CATTLE GUARD BEYOND.
 SR1031'TURN RIGHT, CROSS CATTLE GUARD AND GO WEST ON GRADED ROAD FOR 0.75
 SR1031'MILE TO THE STATION ON THE LEFT.
 SR1031'
 SR1031'THE STATION MARK IS A STANDARD DISK, STAMPED CARSON RM A 1967, SET
 SR1031'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SR1031'2-INCHES.  IT IS 117 FEET SOUTH OF THE CENTER OF A GRADED DIRT
 SR1031'ROAD, 108 FEET SOUTH-SOUTHWEST OF THE EAST ONE OF TWO METAL WITNESS
 SR1031'POSTS AND 89.4 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 SR1031'
 SR1031'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CARSON
 SR1031'1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0777 ***********************************************************************
 TN0777  DESIGNATION -  CARTER
 TN0777  PID         -  TN0777
 TN0777  STATE/COUNTY-  MT/FLATHEAD
 TN0777  USGS QUAD   -  MOUNT CARTER (1968)
 TN0777
 TN0777                         *CURRENT SURVEY CONTROL
 TN0777  ___________________________________________________________________
 TN0777* NAD 83(1992)-  48 53 31.33595(N)    114 04 39.92317(W)     ADJUSTED  
 TN0777* NAVD 88     -      3001.48   (+/-2cm)    9847.4    (feet)  VERTCON   
 TN0777  ___________________________________________________________________
 TN0777  LAPLACE CORR-           9.51  (seconds)                    DEFLEC99
 TN0777  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 TN0777
 TN0777  HORZ ORDER  -  FIRST
 TN0777  VERT ORDER  -  THIRD ? (See Below)
 TN0777
 TN0777.The horizontal coordinates were established by classical geodetic methods
 TN0777.and adjusted by the National Geodetic Survey in July 1992..
 TN0777
 TN0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0777.The vertical order pertains to the NGVD 29 superseded value.
 TN0777
 TN0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0777
 TN0777.The geoid height was determined by GEOID03.
 TN0777
 TN0777;                    North         East     Units Scale Factor Converg.
 TN0777;SPC MT       -   525,667.756   264,526.727   MT  0.99993539   -3 20 55.1
 TN0777;SPC MT       - 1,724,631.75    867,869.84   iFT  0.99993539   -3 20 55.1
 TN0777;UTM  11      - 5,419,571.475   714,189.360   MT  1.00016364   +2 12 09.6
 TN0777;UTM  12      - 5,420,021.522   274,413.580   MT  1.00022522   -2 19 11.9
 TN0777
 TN0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0777!SPC MT       -   0.99953214  x   0.99993539  =   0.99946756
 TN0777!UTM  11      -   0.99953214  x   1.00016364  =   0.99969570
 TN0777!UTM  12      -   0.99953214  x   1.00022522  =   0.99975725
 TN0777
 TN0777|---------------------------------------------------------------------|
 TN0777| PID    Reference Object                     Distance      Geod. Az  |
 TN0777|                                                           dddmmss.s |
 TN0777| CH6627 CARTER RM 2                           7.450 METERS 13215     |
 TN0777| CH6625 CARTER AZ MK                                       2344646.2 |
 TN0777| CH6626 CARTER RM                             5.170 METERS 25634     |
 TN0777|---------------------------------------------------------------------|
 TN0777
 TN0777                          SUPERSEDED SURVEY CONTROL
 TN0777
 TN0777  NAD 83(1986)-  48 53 31.34151(N)    114 04 39.92468(W) AD(       ) 1
 TN0777  NAD 27      -  48 53 31.43671(N)    114 04 36.44653(W) AD(       ) 1
 TN0777  NGVD 29 (07/19/86) 3000.10   (m)         9842.8    (f) LEVELING    3  
 TN0777
 TN0777.Superseded values are not recommended for survey control.
 TN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0777.See file dsdata.txt to determine how the superseded data were derived.
 TN0777
 TN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQQ1418919571(NAD 83)
 TN0777_MARKER: Z = SEE DESCRIPTION
 TN0777_SETTING: 0 = UNSPECIFIED SETTING
 TN0777
 TN0777  HISTORY     - Date     Condition        Report By
 TN0777  HISTORY     - 1924     MONUMENTED       CGS
 TN0777  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TN0777
 TN0777                          STATION DESCRIPTION
 TN0777
 TN0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 TN0777'ON THE HIGHEST POINT OF MOUNT CARTER IN GLACIER NATIONAL
 TN0777'PARK.  THE STATION IS ABOUT 1 MILE SOUTHEAST OF HEAD OF
 TN0777'BOWMAN LAKE.  IT IS A 5,800-FOOT CLIMB FROM HEAD OF LAKE TO
 TN0777'THE STATION.
 TN0777'
 TN0777'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TN0777'MARK WEDGED IN A DRILL HOLE IN A BOULDER.  A STANDARD U.S.C.
 TN0777'AND G.S. BRONZE-DISK REFERENCE MARK, WITH THE ARROW POINTING
 TN0777'TOWARD THE STATION, IS WEDGED IN A DRILL HOLE IN AN OUTCROPPING
 TN0777'BOULDER 5.214 METERS FROM THE STATION IN AZIMUTH 76 DEG 16 MIN.
 TN0777'(INTERNATIONAL BOUNDARY COMMISSION REPORT).
 TN0777
 TN0777                          STATION RECOVERY (1939)
 TN0777
 TN0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TN0777'LOCALITY--GLACIER NATIONAL PARK 1.5 MILES SOUTHEAST OF BOWMAN
 TN0777'LAKE, 1.5 MILES NORTHWEST OF CERULEAN LAKE, 1.0 MILE NORTHEAST
 TN0777'OF RAINBOW PEAK, ON THE SUMMIT OF MT. CARTER.
 TN0777'
 TN0777'TO REACH FROM THE CAMP (SKYLAND) AT THE SOUTHWEST END OF
 TN0777'BOWMAN LAKE, PROCEED BY BOAT FOR ABOUT 5.5 MILES TO THE MOUTH
 TN0777'OF A STREAM WHICH ENTERS THE SOUTHEAST SIDE OF THE LAKE FROM
 TN0777'THE BASIN JUST NORTH OF RAINBOW PEAK, CLIMB THROUGH TIMBER
 TN0777'TO THE LEFT (NORTHEAST) OF THIS STREAM BED, WHEN OPEN GROUND
 TN0777'IS REACHED, CONTINUE TO CLIMB NEAR THE MOST LEFT (NORTHEAST)
 TN0777'WATER COURSE VISIBLE AND HEAD FOR A DISTINCT NOTCH IN THE
 TN0777'LOWEST PART OF THE SOUTH RIM OF THE BASIN.  THE SHOULDER OF
 TN0777'RAINBOW PEAK CAN BE SEEN THROUGHOUT THE CLIMB, BUT MT. CARTER
 TN0777'IS OUT OF SIGHT UNTIL THE SUMMIT OF THE RIM IS REACHED.
 TN0777'CLIMB TO THE SUMMIT OF THE RIM AND PROCEED ALONG IT
 TN0777'NORTHEASTERLY, THEN EASTERLY, FOR ABOUT 1.0 MILE TO WHERE A
 TN0777'SHARP CLIFF-COVERED RIDGE COMES DOWN FROM THE SUMMIT OF MT.
 TN0777'CARTER.  DO NOT ATTEMPT TO CONTINUE UP THIS RIDGE TOWARD THE
 TN0777'SUMMIT, BUT PASS AROUND THE BASE OF THE CLIFFS TO THE RIGHT
 TN0777'(SOUTH) TO A SERIES OF LOW LEDGES AND SLIDE ROCK, CLIMB UP
 TN0777'THESE LEDGES TO THE TOP OF THE RIDGE AND PROCEED ALONG IT
 TN0777'TO THE SUMMIT AND THE STATION.  AN 11-HOUR BACK PACK WITH
 TN0777'INSTRUMENTS.  WATER SUPPLY DEPENDS UPON THE TIME OF YEAR
 TN0777'THE CLIMB IS MADE, BUT ORDINARILY THERE WILL BE NONE ABOVE
 TN0777'VEGETATION LINE.  HORSES CANNOT BE USED.  A CLIMBING ROPE
 TN0777'AND JOINTED O TENT POLES SHOULD BE CARRIED.  ROCK IS VERY
 TN0777'SLIPPERY WHEN WET, DUE TO ITS HALF-FORMED SEDIMENTARY CONDITION.
 TN0777'NEAREST CAMP SITE IS ON THE NORTHWEST SIDE OF THE LAKE NEAR
 TN0777'ITS UPPER END AND ABOUT 0.5 MILE NORTH OF THE START OF
 TN0777'CLIMB.
 TN0777'
 TN0777'PREVIOUS DESCRIPTIONS SHOULD BE READ FOR ADDITIONAL INFORMATION,
 TN0777'BUT THEY CONTAIN SOME MISLEADING INFORMATION.
 TN0777'
 TN0777'STATION IS STANDARD DISK CEMENTED IN DRILL HOLE IN BEDROCK
 TN0777'FLUSH WITH THE SURFACE, STAMPED CARTER 1924.  PARK SERVICE
 TN0777'ELEVATION 9,860 FEET.  ALL OBJECTS VISIBLE FROM A 4-FOOT STAND.
 TN0777'
 TN0777'REFERENCE MARK (1924) IS STANDARD DISK WEDGED IN A CRACK IN
 TN0777'BEDROCK WHICH IS ABOUT 2.5 FEET SQUARE AND IS FLUSH WITH THE
 TN0777'SURFACE.  MARK WAS ORIGINALLY CEMENTED, BUT THE CEMENT HAS
 TN0777'WEATHERED AWAY.  THE DISK IS PERFECTLY SOLID.  IT IS ABOUT 1
 TN0777'FOOT ABOVE STATION LEVEL, AND HAS NOTHING STAMPED UPON IT.
 TN0777'
 TN0777'REFERENCE MARK NO. 2 (1939) IS STANDARD DISK CEMENTED IN
 TN0777'DRILL HOLE IN BEDROCK, 2 FEET BELOW STATION LEVEL, FLUSH WITH
 TN0777'THE SURFACE, STAMPED CARTER NO. 2 1939.
 TN0777'
 TN0777'AZIMUTH MARK IS STANDARD DISK CEMENTED IN DRILL HOLE IN BEDROCK,
 TN0777'ABOUT 800 FEET BELOW STATION LEVEL, STAMPED CARTER 1939.
 TN0777'MARK IS ON THE SUMMIT OF THE RIM OF THE BASIN REFERRED TO
 TN0777'ABOVE, ABOUT 200 YARDS SOUTHWEST OF THE NOTCH MARKING THE
 TN0777'LOWEST PART OF THE RIM, ABOUT 1.3 MILES SOUTHWEST OF STATION,
 TN0777'A FEW FEET FROM A CAIRN BUILT FOR THE PURPOSE OF MARKING ITS
 TN0777'LOCATION.
 TN0777'
 TN0777'STATION RECOVERED IN 1934, 1939.  STATION MARK IN GOOD CONDITION.
 TN0777'REFERENCE MARK 1924 NOTED ABOVE.
 TN0777'
 TN0777'ANGLES AND DISTANCES MEASURED IN 1939.
 TN0777'
 TN0777'THE 1939 DIRECTION TO REFERENCE MARK (1924) CHECKED THE 1924
 TN0777'DIRECTION.  THE MEASURED DISTANCE TO REFERENCE MARK (1924)
 TN0777'IS 5.169 METERS, 0.045 METER SHORTER THAN THE 1924 MEASUREMENT.
 TN0777'THE 1939 MEASUREMENT IS CONSIDERED CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1567 ***********************************************************************
 SS1567  CBN         -  This is a Cooperative Base Network Control Station.
 SS1567  DESIGNATION -  CARTER
 SS1567  PID         -  SS1567
 SS1567  STATE/COUNTY-  MT/CHOUTEAU
 SS1567  USGS QUAD   -  CARTER (1953)
 SS1567
 SS1567                         *CURRENT SURVEY CONTROL
 SS1567  ___________________________________________________________________
 SS1567* NAD 83(1999)-  47 46 32.12737(N)    110 59 40.67657(W)     ADJUSTED  
 SS1567* NAVD 88     -       986.3    (meters)    3236.     (feet)  GPS OBS   
 SS1567  ___________________________________________________________________
 SS1567  X           -  -1,538,771.972 (meters)                     COMP
 SS1567  Y           -  -4,009,760.782 (meters)                     COMP
 SS1567  Z           -   4,700,863.732 (meters)                     COMP
 SS1567  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 SS1567  ELLIP HEIGHT-         971.71  (meters)          (04/16/01) GPS OBS
 SS1567  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 SS1567
 SS1567  HORZ ORDER  -  B
 SS1567  ELLP ORDER  -  FOURTH    CLASS II
 SS1567
 SS1567.The horizontal coordinates were established by GPS observations
 SS1567.and adjusted by the National Geodetic Survey in April 2001..
 SS1567.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SS1567.DATUM ITEM on the data sheet items page.
 SS1567
 SS1567.The orthometric height was determined by GPS observations and a
 SS1567.high-resolution geoid model.
 SS1567
 SS1567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SS1567
 SS1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1567
 SS1567.The ellipsoidal height was determined by GPS observations
 SS1567.and is referenced to NAD 83.
 SS1567
 SS1567.The geoid height was determined by GEOID03.
 SS1567
 SS1567;                    North         East     Units Scale Factor Converg.
 SS1567;SPC MT       -   392,824.716   488,044.564   MT  0.99948140   -1 05 36.0
 SS1567;SPC MT       - 1,288,795.00  1,601,196.08   iFT  0.99948140   -1 05 36.0
 SS1567;UTM  12      - 5,291,358.593   500,402.134   MT  0.99960000   +0 00 14.3
 SS1567
 SS1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1567!SPC MT       -   0.99984772  x   0.99948140  =   0.99932920
 SS1567!UTM  12      -   0.99984772  x   0.99960000  =   0.99944778
 SS1567
 SS1567:                Primary Azimuth Mark                     Grid Az
 SS1567:SPC MT       -  HIGHWOOD BALDY                           144 33 36.6
 SS1567:UTM  12      -  HIGHWOOD BALDY                           143 27 46.3
 SS1567
 SS1567|---------------------------------------------------------------------|
 SS1567| PID    Reference Object                     Distance      Geod. Az  |
 SS1567|                                                           dddmmss.s |
 SS1567| SS1527 HIGHWOOD BALDY                      APPROX.46.1 KM 1432800.6 |
 SS1567| CQ5250 CARTER AZ MK                                       1775307.0 |
 SS1567| CQ5251 CARTER RM 1                          10.934 METERS 17952     |
 SS1567| CQ5252 CARTER RM 2                          10.531 METERS 35935     |
 SS1567|---------------------------------------------------------------------|
 SS1567
 SS1567                          SUPERSEDED SURVEY CONTROL
 SS1567
 SS1567  NAD 83(1992)-  47 46 32.12645(N)    110 59 40.67537(W) AD(       ) B
 SS1567  ELLIP H (05/15/92)  971.79   (m)                       GP(       ) 4 2
 SS1567  NAD 83(1986)-  47 46 32.12292(N)    110 59 40.65225(W) AD(       ) 1
 SS1567  NAD 27      -  47 46 32.24700(N)    110 59 37.83700(W) AD(       ) 1
 SS1567  NGVD 29 (06/11/92)  985.3    (m)         3233.     (f) GPS OBS        
 SS1567
 SS1567.Superseded values are not recommended for survey control.
 SS1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1567.See file dsdata.txt to determine how the superseded data were derived.
 SS1567
 SS1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0040291359(NAD 83)
 SS1567_MARKER: DS = TRIANGULATION STATION DISK
 SS1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1567_SP_SET: CONCRETE POST
 SS1567_STAMPING: CARTER 1949
 SS1567_MARK LOGO: CGS   
 SS1567_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1567+STABILITY: SURFACE MOTION
 SS1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS1567+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1997
 SS1567
 SS1567  HISTORY     - Date     Condition        Report By
 SS1567  HISTORY     - 1949     MONUMENTED       CGS
 SS1567  HISTORY     - 1949     GOOD             CGS
 SS1567  HISTORY     - 1961     GOOD             CGS
 SS1567  HISTORY     - 1968     GOOD             CGS
 SS1567  HISTORY     - 1969     GOOD             CGS
 SS1567  HISTORY     - 19910826 GOOD             NGS
 SS1567  HISTORY     - 19921020 GOOD             MTDOT
 SS1567  HISTORY     - 19931208 GOOD
 SS1567  HISTORY     - 19940104 GOOD             MTDOT
 SS1567  HISTORY     - 19941015 GOOD             MTDOT
 SS1567  HISTORY     - 19951125 GOOD             MTDOT
 SS1567  HISTORY     - 19970411 GOOD             MTDOT
 SS1567
 SS1567                          STATION DESCRIPTION
 SS1567
 SS1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1567'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CARTER, ON
 SS1567'PROPERTY OWNED BY MR. G.T. MC KINLAY, ON A LOW HILL BETWEEN
 SS1567'TWO CULTIVATED FIELDS, 10 FEET NORTH-NORTHWEST OF A WITNESS
 SS1567'POST, AND 12 FEET EAST OF THE APPROXIMATE CENTERLINE OF A TRACK
 SS1567'ROAD.
 SS1567'
 SS1567'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST WEST OF THE
 SS1567'DEPOT IN CARTER, GO NORTHERLY FOR 0.5 MILE TO U.S. HIGHWAY NO.
 SS1567'87.  THEN LEFT, WESTERLY, ON NO. 87 FOR 1.8 MILES.  THEN RIGHT,
 SS1567'EAST-NORTHEASTERLY FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 SS1567'RIGHT AS DESCRIBED.  TURN NORTH ON A TRACK ROAD FOR 0.2 MILE
 SS1567'TO THE STATION AS DESCRIBED.
 SS1567'
 SS1567'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SS1567'CARTER 1949.  REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE
 SS1567'WITNESS POST, AND 9 FEET EAST OF THE APPROXIMATE CENTERLINE
 SS1567'OF THE TRACK ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SS1567'CARTER NO 1 1949.
 SS1567'
 SS1567'REFERENCE MARK NO. 2 IS 44 FEET NORTH OF THE WITNESS POST, AND
 SS1567'14 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD.
 SS1567'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED CARTER NO 2
 SS1567'1949.
 SS1567'
 SS1567'THE AZIMUTH MARK IS 0.2 MILE FROM THE STATION, 5.5 FEET NORTH
 SS1567'OF A WITNESS POST, AND 20 FEET EAST OF THE APPROXIMATE CENTERLINE
 SS1567'OF THE TRACK ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SS1567'CARTER 1949.
 SS1567'
 SS1567'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1567'CONCRETE POSTS.
 SS1567'
 SS1567'A 10 FOOT WOODEN STAND AT CARTER WILL SEE FOUR FOOT WOODEN
 SS1567'STANDS AT KNEE 2, GOOSE BILL 1923 1949, CHER, FLOWEREE (USGS),
 SS1567'AND KUICH (USGS).  10 FOOT WOODEN STAND AT FRENCHIE.  20 FEET
 SS1567'WOODEN STANDS AT WOOD AND TETON (MO. RC).  A 4 FOOT WOODEN STAND
 SS1567'AT SHEPHERD (MO. R C).
 SS1567
 SS1567                          STATION RECOVERY (1949)
 SS1567
 SS1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 SS1567'RECOVERED IN GOOD CONDITION.
 SS1567
 SS1567                          STATION RECOVERY (1961)
 SS1567
 SS1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1567'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SS1567'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS CORRECT
 SS1567'AND ADEQUATE.
 SS1567
 SS1567                          STATION RECOVERY (1968)
 SS1567
 SS1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1567'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 SS1567'CONDITION.
 SS1567
 SS1567                          STATION RECOVERY (1969)
 SS1567
 SS1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CMM)
 SS1567'STATION, THE AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE
 SS1567'RECOVERED IN GOOD CONDITION.  THE WITNESS POSTS WERE INTACT.
 SS1567'
 SS1567'THE ROUTE DESCRIPTION WAS ACCURATE.
 SS1567
 SS1567                          STATION RECOVERY (1991)
 SS1567
 SS1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 SS1567'THE STATION IS LOCATED ABOUT 40.3 KM (25.0 MI) NORTHEAST OF GREAT
 SS1567'FALLS, 2.4 KM (1.5 MI) SOUTHWEST OF CARTER, 0.8 KM (0.5 MI) WEST OF
 SS1567'U.S. HIGHWAY 87, ON A LOW HILL BETWEEN TWO FIELDS AND ON PROPERTY OF
 SS1567'MR. ORVILLE MCKINLAY, P.O. BOX 164, CARTER MT 59420, PHONE
 SS1567'406-734-5372.
 SS1567'TO REACH THE STATION FROM THE MAIN INTERSECTION OF CARTER ON U.S.
 SS1567'HIGHWAY 87, GO SOUTHWEST ON HIGHWAY 87 FOR 2.9 KM (1.8 MI) TO A FIELD
 SS1567'ROAD ON THE RIGHT, AT MILE MARKER 25.  TURN RIGHT AND GO NORTHEAST ON
 SS1567'THE FIELD ROAD FOR 0.24 KM (0.15 MI) TO THE AZIMUTH MARK ON THE
 SS1567'RIGHT.  CONTINUE NORTH ON THE FIELD ROAD FOR 0.24 KM (0.15 MI) TO THE
 SS1567'STATION ON THE RIGHT.
 SS1567'THE STATION IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 SS1567'POST PROJECTING 4 INCHES.  LOCATED 2.74 M (8.99 FT) EAST OF THE
 SS1567'CENTER OF THE FIELD ROAD AND 2.43 M (7.97 FT) WEST OF THE WEST EDGE
 SS1567'OF A FIELD.
 SS1567
 SS1567                          STATION RECOVERY (1992)
 SS1567
 SS1567'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1992
 SS1567'RECOVERED IN GOOD CONDITION.
 SS1567
 SS1567                          STATION RECOVERY (1993)
 SS1567
 SS1567'RECOVERED 1993
 SS1567'RECOVERED IN GOOD CONDITION.
 SS1567
 SS1567                          STATION RECOVERY (1994)
 SS1567
 SS1567'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 SS1567'RECOVERED IN GOOD CONDITION.
 SS1567
 SS1567                          STATION RECOVERY (1994)
 SS1567
 SS1567'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 SS1567'RECOVERED AS DESCRIBED.
 SS1567
 SS1567                          STATION RECOVERY (1995)
 SS1567
 SS1567'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 SS1567'RECOVERED AS DESCRIBED.
 SS1567
 SS1567                          STATION RECOVERY (1997)
 SS1567
 SS1567'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 SS1567'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1585 ***********************************************************************
 SS1585  DESIGNATION -  CARTER
 SS1585  PID         -  SS1585
 SS1585  STATE/COUNTY-  MT/CHOUTEAU
 SS1585  USGS QUAD   -  CARTER (1953)
 SS1585
 SS1585                         *CURRENT SURVEY CONTROL
 SS1585  ___________________________________________________________________
 SS1585* NAD 83(1992)-  47 48 05.57077(N)    110 56 23.86318(W)     ADJUSTED  
 SS1585* NAVD 88     -       983.9    (meters)    3228.     (feet)  VERTCON   
 SS1585  ___________________________________________________________________
 SS1585  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 SS1585  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 SS1585
 SS1585  HORZ ORDER  -  THIRD
 SS1585
 SS1585.The horizontal coordinates were established by classical geodetic methods
 SS1585.and adjusted by the National Geodetic Survey in July 1992..
 SS1585
 SS1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1585
 SS1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1585
 SS1585.The geoid height was determined by GEOID03.
 SS1585
 SS1585;                    North         East     Units Scale Factor Converg.
 SS1585;SPC MT       -   395,632.031   492,192.206   MT  0.99948756   -1 03 12.0
 SS1585;SPC MT       - 1,298,005.35  1,614,803.83   iFT  0.99948756   -1 03 12.0
 SS1585;UTM  12      - 5,294,245.174   504,495.714   MT  0.99960025   +0 02 40.1
 SS1585
 SS1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1585!SPC MT       -   0.99984812  x   0.99948756  =   0.99933576
 SS1585!UTM  12      -   0.99984812  x   0.99960025  =   0.99944843
 SS1585
 SS1585                          SUPERSEDED SURVEY CONTROL
 SS1585
 SS1585  NAD 83(1986)-  47 48 05.56746(N)    110 56 23.83961(W) AD(       ) 3
 SS1585  NGVD 29 (05/18/92)  983.0    (m)         3225.     (f) VERT ANG       
 SS1585
 SS1585.Superseded values are not recommended for survey control.
 SS1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1585.See file dsdata.txt to determine how the superseded data were derived.
 SS1585
 SS1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0449694245(NAD 83)
 SS1585_MARKER: DS = TRIANGULATION STATION DISK
 SS1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1585+STABILITY: SURFACE MOTION
 SS1585
 SS1585  HISTORY     - Date     Condition        Report By
 SS1585  HISTORY     - 1947     MONUMENTED       USGS
 SS1585
 SS1585                          STATION DESCRIPTION
 SS1585
 SS1585'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1585'STATION IS LOCATED 1 MI. N. AND 1 MI. E. OF CARTER, MONTANA, IN
 SS1585'SEC. 26, T 24 N, R 6 E, 450 FT. N. OF CROSSROADS DIRECTLY UNDER
 SS1585'TELEPHONE LINE.
 SS1585'
 SS1585'TO REACH FROM GREAT FALLS, MONTANA, PROCEED TO CARTER, MONTANA, THENCE
 SS1585'1 MI. N., THENCE 1 MI. E., THENCE 450 FT. N. TO STATION.
 SS1585'
 SS1585'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1585'---CARTER 1947 VABM 3223---.
 SS1585'
 SS1585'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT, 59.98
 SS1585'FT. S 02 DEGREES 23 MINUTES W.
 SS1585'
 SS1585'REFERENCE MARK NO. 2--STANDARD TABLET SET IN CONCRETE MONUMENT, 57.54
 SS1585'FT. S 00 DEGREES 19 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0557 ***********************************************************************
 RU0557  DESIGNATION -  CARTERVILLE
 RU0557  PID         -  RU0557
 RU0557  STATE/COUNTY-  MT/ROSEBUD
 RU0557  USGS QUAD   -  ROSEBUD (1968)
 RU0557
 RU0557                         *CURRENT SURVEY CONTROL
 RU0557  ___________________________________________________________________
 RU0557* NAD 83(1992)-  46 21 41.73885(N)    106 27 57.84260(W)     ADJUSTED  
 RU0557* NAVD 88     -       910.93   (+/-2cm)    2988.6    (feet)  VERTCON   
 RU0557  ___________________________________________________________________
 RU0557  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 RU0557  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RU0557
 RU0557  HORZ ORDER  -  FIRST
 RU0557  VERT ORDER  -  THIRD ? (See Below)
 RU0557
 RU0557.The horizontal coordinates were established by classical geodetic methods
 RU0557.and adjusted by the National Geodetic Survey in July 1992..
 RU0557
 RU0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0557.The vertical order pertains to the NGVD 29 superseded value.
 RU0557
 RU0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0557
 RU0557.The geoid height was determined by GEOID03.
 RU0557
 RU0557;                    North         East     Units Scale Factor Converg.
 RU0557;SPC MT       -   239,169.746   833,297.601   MT  0.99945670   +2 13 09.6
 RU0557;SPC MT       -   784,677.64  2,733,916.01   iFT  0.99945670   +2 13 09.6
 RU0557;UTM  13      - 5,135,268.689   387,221.331   MT  0.99975635   -1 03 40.0
 RU0557
 RU0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0557!SPC MT       -   0.99985964  x   0.99945670  =   0.99931642
 RU0557!UTM  13      -   0.99985964  x   0.99975635  =   0.99961602
 RU0557
 RU0557|---------------------------------------------------------------------|
 RU0557| PID    Reference Object                     Distance      Geod. Az  |
 RU0557|                                                           dddmmss.s |
 RU0557| CQ5259 CARTERVILLE RM NE                    30.875 METERS 05546     |
 RU0557| CQ5258 CARTERVILLE RM SE                    12.738 METERS 15648     |
 RU0557| CQ5256 CARTERVILLE AZ MK                                  2550702.5 |
 RU0557| RU0558 SWART                               APPROX. 9.4 KM 3073233.9 |
 RU0557|---------------------------------------------------------------------|
 RU0557
 RU0557                          SUPERSEDED SURVEY CONTROL
 RU0557
 RU0557  NAD 83(1986)-  46 21 41.72625(N)    106 27 57.81327(W) AD(       ) 1
 RU0557  NAD 27      -  46 21 41.73300(N)    106 27 55.71700(W) AD(       ) 1
 RU0557  NGVD 29 (07/19/86)  910.29   (m)         2986.5    (f) LEVELING    3  
 RU0557
 RU0557.Superseded values are not recommended for survey control.
 RU0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0557.See file dsdata.txt to determine how the superseded data were derived.
 RU0557
 RU0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM8722135269(NAD 83)
 RU0557_MARKER: DS = TRIANGULATION STATION DISK
 RU0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0557
 RU0557  HISTORY     - Date     Condition        Report By
 RU0557  HISTORY     - 1934     MONUMENTED       CGS
 RU0557  HISTORY     - 1971     GOOD             USGS
 RU0557
 RU0557                          STATION DESCRIPTION
 RU0557
 RU0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0557'STATION IS ABOUT 4 MILES NORTH OF CARTERSVILLE AND THE YELLOWSTONE
 RU0557'RIVER.  IT IS LOCATED ON THE HIGHEST RIDGE OF SOME LOW, BARE
 RU0557'HILLS.  THE SOIL IN THE HILLS IS DARK AND VERY LOOSE.  THE
 RU0557'STATION, IS ABOUT 300 YARDS EAST OF THE ROAD.
 RU0557'
 RU0557'THE STATION IS REACHED FROM THE CARTERSVILLE RAILROAD STATION
 RU0557'BY GOING NORTH ON THE ROAD 0.1 MILE TO A FORK.  TAKE THE RIGHT
 RU0557'FORK STRAIGHT AHEAD ON A TRACK ROAD 0.3 MILE TO A GATE IN A
 RU0557'FENCE CORNER.  PASS THROUGH THE GATE AND CONTINUE NORTH UP
 RU0557'THE CANYON TO THE TOP OF THE BLUFFS AND TO THE HIGHEST PART
 RU0557'OF THE DIVIDE, 5.0 MILES FROM THE GATE.  AFTER PASSING TO
 RU0557'THE WEST OF SOME LOW, DARK HILLS TURN OFF THE ROAD TO THE RIGHT
 RU0557'OR EAST AND DRIVE AROUND TO THE EAST SIDE OF THE RIDGE.  THE
 RU0557'STATION IS ABOUT 50 YARDS WEST OF THIS POINT ON THE HIGHEST
 RU0557'PART OF THE RIDGE.
 RU0557'
 RU0557'THERE ARE TWO REFERENCE MARKS, NOT NUMBERED.  ONE IS NORTHEAST
 RU0557'OF THE STATION, DOWN A SLOPE.  THE OTHER IS SOUTHEAST OF THE
 RU0557'STATION AND IS NEARLY ON A LEVEL WITH THE STATION.  MARKS
 RU0557'ARE 1/4-INCH BRONZE RODS SET IN SQUARE-CONCRETE POSTS.  THE
 RU0557'MARKS ARE NOT STAMPED IN ANY WAY.
 RU0557'
 RU0557'THE AZIMUTH MARK IS ABOUT 3/8 MILE WEST OF THE STATION, ABOUT
 RU0557'1/4 MILE WEST OF THE ROAD.  IT IS A 1/4-INCH BRONZE ROD SET
 RU0557'IN BEDROCK AND PROJECTS 2-1/2 INCHES.
 RU0557'
 RU0557'A 4-FOOT STAND WAS ERECTED.
 RU0557
 RU0557                          STATION RECOVERY (1971)
 RU0557
 RU0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DH)
 RU0557'THE STATION IS LOCATED NORTH 59 DEGREES EAST, ABOUT 12 MILES
 RU0557'AIRLINE DISTANCE FROM FORSYTH, MONTANA, ON THE HIGHEST POINT
 RU0557'OF A BARE, DARK-COLORED HILL NEAR WEST CENTER OF SECTION 15,
 RU0557'TOWNSHIP 7 NORTH, RANGE 42 EAST.  THE SOIL ON THESE HILLS IS
 RU0557'VERY SOFT.
 RU0557'
 RU0557'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND 12, GO
 RU0557'NORTHWEST 1.3 MILES ON U.S. HIGHWAY 12 TO A ROAD RIGHT.  GO
 RU0557'RIGHT NORTHEAST FOR 0.7 MILE ON GRAVEL ROAD TO A ROAD LEFT.
 RU0557'GO STRAIGHT AHEAD AND FOLLOW GRAVEL ROAD THAT FOLLOWS THE
 RU0557'YELLOWSTONE VALLEY FOR 10.25 MILES TO A T-ROAD NORTH.  GO
 RU0557'LEFT, NORTH 5.9 MILES ON GRADED DIRT ROAD TO A CROSSROAD.
 RU0557'TURN RIGHT (EAST) ON TRACK ROAD 1.4 MILES TO DRAIN CROSSING
 RU0557'AND Y-ROAD.  TAKE LEFT FORK AND GO 1.0 MILE THROUGH A
 RU0557'NORTH-SOUTH FENCE TO A Y-ROAD.  GO RIGHT SOUTHEAST, THEN SOUTH
 RU0557'FOR 2.65 MILES TO A DIM Y-ROAD LEFT AND GATE IN
 RU0557'NORTH-SOUTH FENCE LINE.  GO THROUGH GATE 0.2 MILE
 RU0557'SOUTH-SOUTHEAST TO END OF TRUCK TRAVEL.  STATION IS
 RU0557'ABOUT 200 FEET RIGHT, WEST, OF ROAD, ON TOP OF A SMALL
 RU0557'DARK HILL, 8 FEET SOUTH OF A USC AND GS WITNESS SIGN MOUNTED
 RU0557'ON A METAL POST.
 RU0557'
 RU0557'STATION MARK--A USC AND GS BRONZE DISK CENTERED IN A CONCRETE
 RU0557'POST THAT IS ABOUT 0.8 FOOT SQUARE ON TOP, AND PROJECTS 0.5
 RU0557'FOOT ABOVE GROUND, STAMPED CARTERVILLE 1934.
 RU0557'
 RU0557'REFERENCE MARK NO. 1--A ONE-QUARTER INCH ROD SET IN A 0.8 FOOT
 RU0557'SQUARE CONCRETE POST, PROJECTING 0.5 FOOT.  THE MARK IS NOT
 RU0557'STAMPED.
 RU0557'
 RU0557'REFERENCE MARK NO. 2--A ONE-QUARTER INCH ROD SET IN A 0.8
 RU0557'FOOT SQUARE CONCRETE POST PROJECTING 0.5 FOOT.  THE MARK IS
 RU0557'NOT STAMPED.
 RU0557'
 RU0557'STATION SWART ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 RU0557'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 RU0557'
 RU0557'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0825 ***********************************************************************
 TM0825  DESIGNATION -  CARTWRIGHT
 TM0825  PID         -  TM0825
 TM0825  STATE/COUNTY-  MT/PONDERA
 TM0825  USGS QUAD   -  KUKA CROSSING (1985)
 TM0825
 TM0825                         *CURRENT SURVEY CONTROL
 TM0825  ___________________________________________________________________
 TM0825* NAD 83(1992)-  48 17 00.64852(N)    112 29 53.56319(W)     ADJUSTED  
 TM0825* NAVD 88     -      1231.4    (meters)    4040.     (feet)  VERTCON   
 TM0825  ___________________________________________________________________
 TM0825  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 TM0825  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 TM0825
 TM0825  HORZ ORDER  -  SECOND
 TM0825
 TM0825.The horizontal coordinates were established by classical geodetic methods
 TM0825.and adjusted by the National Geodetic Survey in July 1992..
 TM0825
 TM0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0825
 TM0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0825
 TM0825.The geoid height was determined by GEOID03.
 TM0825
 TM0825;                    North         East     Units Scale Factor Converg.
 TM0825;SPC MT       -   452,464.388   377,620.496   MT  0.99963977   -2 11 35.5
 TM0825;SPC MT       - 1,484,463.22  1,238,912.39   iFT  0.99963977   -2 11 35.5
 TM0825;UTM  12      - 5,348,897.165   388,855.270   MT  0.99975178   -1 07 06.4
 TM0825
 TM0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0825!SPC MT       -   0.99980932  x   0.99963977  =   0.99944916
 TM0825!UTM  12      -   0.99980932  x   0.99975178  =   0.99956115
 TM0825
 TM0825|---------------------------------------------------------------------|
 TM0825| PID    Reference Object                     Distance      Geod. Az  |
 TM0825|                                                           dddmmss.s |
 TM0825| CN4105 CARTWRIGHT RM 2                      19.958 METERS 01212     |
 TM0825| TM0805 MOUNTAIN STS TT CO MICROWAVE        APPROX.34.8 KM 0813107.1 |
 TM0825| TM0824 VALIER MUNICIPAL TANK               APPROX.18.0 KM 0825100.0 |
 TM0825| CN4103 CARTWRIGHT AZ MK                                   2134314.2 |
 TM0825| CN4104 CARTWRIGHT RM 1                      21.110 METERS 28021     |
 TM0825|---------------------------------------------------------------------|
 TM0825
 TM0825                          SUPERSEDED SURVEY CONTROL
 TM0825
 TM0825  NAD 83(1986)-  48 17 00.65539(N)    112 29 53.55800(W) AD(       ) 2
 TM0825  NAD 27      -  48 17 00.74192(N)    112 29 50.38502(W) AD(       ) 2
 TM0825  NGVD 29 (07/19/86) 1230.3    (m)         4036.     (f) VERT ANG       
 TM0825
 TM0825.Superseded values are not recommended for survey control.
 TM0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0825.See file dsdata.txt to determine how the superseded data were derived.
 TM0825
 TM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU8885548897(NAD 83)
 TM0825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0825
 TM0825  HISTORY     - Date     Condition        Report By
 TM0825  HISTORY     - 1964     MONUMENTED       CGS
 TM0825
 TM0825                          STATION DESCRIPTION
 TM0825
 TM0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0825'THE STATION IS ABOUT 24-3/4 MILES SOUTH-SOUTHWEST OF CUT BANK,
 TM0825'11-3/4 MILES WEST-SOUTHWEST OF VALIER ON THE SUMMIT OF A LOW
 TM0825'GRASSY RIDGE, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 TM0825'VICINITY.
 TM0825'
 TM0825'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 216
 TM0825'AND U.S. HIGHWAY 89, ABOUT 14 MILES WEST OF VALIER, GO SOUTH
 TM0825'ON HIGHWAY 89 FOR 2.85 MILES TO A GATE AND A TRACK ROAD ON THE
 TM0825'LEFT.  PASS THROUGH THE GATE AND GO EAST ON A TRACK ROAD FOR
 TM0825'1.0 MILE TO A TRACK ROAD ON THE LEFT, THIS IS 0.1 MILE WEST OF
 TM0825'A RANCH HOUSE AND THE AZIMUTH MARK.  TURN LEFT AND FOLLOW THE
 TM0825'TRACK ROAD NORTH AND EAST FOR 0.15 MILE TO A CANAL CROSSING.
 TM0825'CROSS THE CANAL AND CONTINUE EAST FOR 0.4 MILE TO A LARGE
 TM0825'METAL POST ON THE RIGHT AND A DIM TRACK ROAD ON THE LEFT.
 TM0825'BEAR LEFT AND CONTINUE EAST ON THE DIM TRACK ROAD FOR 0.5 MILE
 TM0825'TO THE HIGHEST POINT AND THE STATION.
 TM0825'
 TM0825'THE STATION MARK IS A STANDARD DISK, STAMPED CARTWRIGHT 1964,
 TM0825'SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0825'3 INCHES.
 TM0825'
 TM0825'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARTWRIGHT
 TM0825'NO 1 1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 TM0825'PROJECTING 3 INCHES.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION
 TM0825'THAN THE STATION.
 TM0825'
 TM0825'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARTWRIGHT NO
 TM0825'2 1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 TM0825'PROJECTING 3 INCHES.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 TM0825'THE STATION.
 TM0825'
 TM0825'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CARTWRIGHT 1964,
 TM0825'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0825'4 INCHES.  IT IS ABOUT 150 FEET SOUTHEAST OF THE RANCH HOUSE,
 TM0825'ABOUT 100 FEET NORTH OF A CORRAL, 2.3 FEET EAST OF A WITNESS
 TM0825'POST, 15.9 FEET WEST OF A TRANSFORMER POLE, 19.7 FEET SOUTH
 TM0825'OF A POWERLINE POLE AND 29.5 FEET WEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1683 ***********************************************************************
 SS1683  DESIGNATION -  CASCADE
 SS1683  PID         -  SS1683
 SS1683  STATE/COUNTY-  MT/CASCADE
 SS1683  USGS QUAD   -  CASCADE (1983)
 SS1683
 SS1683                         *CURRENT SURVEY CONTROL
 SS1683  ___________________________________________________________________
 SS1683* NAD 83(1992)-  47 17 00.45116(N)    111 42 44.06234(W)     ADJUSTED  
 SS1683* NAVD 88     -      1264.     (meters)    4147.     (feet)  SCALED    
 SS1683  ___________________________________________________________________
 SS1683  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 SS1683  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 SS1683
 SS1683  HORZ ORDER  -  THIRD
 SS1683
 SS1683.The horizontal coordinates were established by classical geodetic methods
 SS1683.and adjusted by the National Geodetic Survey in July 1992..
 SS1683
 SS1683.The orthometric height was scaled from a topographic map.
 SS1683
 SS1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1683
 SS1683.The geoid height was determined by GEOID03.
 SS1683
 SS1683;                    North         East     Units Scale Factor Converg.
 SS1683;SPC MT       -   339,433.426   432,759.857   MT  0.99940378   -1 37 05.7
 SS1683;SPC MT       - 1,113,626.73  1,419,815.80   iFT  0.99940378   -1 37 05.7
 SS1683;UTM  12      - 5,236,910.595   446,138.731   MT  0.99963565   -0 31 23.9
 SS1683
 SS1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1683!SPC MT       -   0.99980409  x   0.99940378  =   0.99920799
 SS1683!UTM  12      -   0.99980409  x   0.99963565  =   0.99943981
 SS1683
 SS1683                          SUPERSEDED SURVEY CONTROL
 SS1683
 SS1683  NAD 83(1986)-  47 17 00.44984(N)    111 42 44.03841(W) AD(       ) 3
 SS1683
 SS1683.Superseded values are not recommended for survey control.
 SS1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1683.See file dsdata.txt to determine how the superseded data were derived.
 SS1683
 SS1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT4613936911(NAD 83)
 SS1683_MARKER: DS = TRIANGULATION STATION DISK
 SS1683_SETTING: 66 = SET IN ROCK OUTCROP
 SS1683_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SS1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1683
 SS1683  HISTORY     - Date     Condition        Report By
 SS1683  HISTORY     - 1891     MONUMENTED       MORC
 SS1683
 SS1683                          STATION DESCRIPTION
 SS1683
 SS1683'DESCRIBED BY MISSOURI RIVER COMMISSION 1891
 SS1683'CASCADE IS ON LEFT BANK, ON SE. PART OF A PLATEAU 150 FT. HIGH, 1-1/4
 SS1683'MI. NW. OF THE TOWN OF CASCADE, MONTANA.  TRIANGULATION STATION IS 150
 SS1683'FT. FROM E. EDGE, BUT NOT ON HIGHEST PART OF PLATEAU.  MARKED BY A
 SS1683'COPPER BOLT.
 SS1683'
 SS1683'STATION MARK--COPPER BOLT.
 SS1683'
 SS1683'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0555 ***********************************************************************
 RU0555  DESIGNATION -  CASS
 RU0555  PID         -  RU0555
 RU0555  STATE/COUNTY-  MT/ROSEBUD
 RU0555  USGS QUAD   -  CRAIN PLACE (1971)
 RU0555
 RU0555                         *CURRENT SURVEY CONTROL
 RU0555  ___________________________________________________________________
 RU0555* NAD 83(1992)-  46 06 00.23020(N)    106 19 59.15230(W)     ADJUSTED  
 RU0555* NAVD 88     -       975.10   (+/-2cm)    3199.1    (feet)  VERTCON   
 RU0555  ___________________________________________________________________
 RU0555  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 RU0555  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RU0555
 RU0555  HORZ ORDER  -  FIRST
 RU0555  VERT ORDER  -  THIRD ? (See Below)
 RU0555
 RU0555.The horizontal coordinates were established by classical geodetic methods
 RU0555.and adjusted by the National Geodetic Survey in July 1992..
 RU0555
 RU0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0555.The vertical order pertains to the NGVD 29 superseded value.
 RU0555
 RU0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0555
 RU0555.The geoid height was determined by GEOID03.
 RU0555
 RU0555;                    North         East     Units Scale Factor Converg.
 RU0555;SPC MT       -   210,542.568   844,691.452   MT  0.99951830   +2 18 59.8
 RU0555;SPC MT       -   690,756.46  2,771,297.41   iFT  0.99951830   +2 18 59.8
 RU0555;UTM  13      - 5,106,029.178   396,961.726   MT  0.99973051   -0 57 38.3
 RU0555
 RU0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0555!SPC MT       -   0.99984960  x   0.99951830  =   0.99936798
 RU0555!UTM  13      -   0.99984960  x   0.99973051  =   0.99958015
 RU0555
 RU0555:                Primary Azimuth Mark                     Grid Az
 RU0555:SPC MT       -  CASS AZ MK                               113 02 07.9
 RU0555:UTM  13      -  CASS AZ MK                               116 18 46.0
 RU0555
 RU0555|---------------------------------------------------------------------|
 RU0555| PID    Reference Object                     Distance      Geod. Az  |
 RU0555|                                                           dddmmss.s |
 RU0555| CQ5260 CASS AZ MK                                         1152107.7 |
 RU0555| CQ5261 CASS RM 1                            22.495 METERS 11800     |
 RU0555| CQ5262 CASS RM 2                            25.051 METERS 28232     |
 RU0555| RU0556 ROSEBUD                             APPROX. 9.6 KM 3284846.0 |
 RU0555|---------------------------------------------------------------------|
 RU0555
 RU0555                          SUPERSEDED SURVEY CONTROL
 RU0555
 RU0555  NAD 83(1986)-  46 06 00.21271(N)    106 19 59.12774(W) AD(       ) 1
 RU0555  NAD 27      -  46 06 00.22100(N)    106 19 57.07100(W) AD(       ) 1
 RU0555  NGVD 29 (07/19/86)  974.45   (m)         3197.0    (f) LEVELING    3  
 RU0555
 RU0555.Superseded values are not recommended for survey control.
 RU0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0555.See file dsdata.txt to determine how the superseded data were derived.
 RU0555
 RU0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM9696206029(NAD 83)
 RU0555_MARKER: DS = TRIANGULATION STATION DISK
 RU0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0555
 RU0555  HISTORY     - Date     Condition        Report By
 RU0555  HISTORY     - 1934     MONUMENTED       CGS
 RU0555  HISTORY     - 1935     GOOD             CGS
 RU0555  HISTORY     - 1971     GOOD             USGS
 RU0555
 RU0555                          STATION DESCRIPTION
 RU0555
 RU0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0555'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF ROSEBUD AND
 RU0555'0.5 MILE NORTHEAST OF THE P.L. CASS RANCH HOUSE.
 RU0555'
 RU0555'THE STATION MARK PROJECTS 8 INCHES AND IS ON THE HIGHEST
 RU0555'POINT OF A LONE GRASSY HILL WHICH OVERLOOKS THE SURROUNDING
 RU0555'COUNTRY.  THE STATION IS ON LAND OWNED BY THE NORTHERN PACIFIC
 RU0555'LAND COMPANY.
 RU0555'
 RU0555'TO REACH THE STATION FROM ROSEBUD ON U.S. HIGHWAY 10, GO WEST
 RU0555'ON HIGHWAY 0.1 MILE FROM THE RAILROAD CROSSING TO A GRADED
 RU0555'ROAD ON THE LEFT.  TURN LEFT UP HILL ON GRADED ROAD AND FOLLOW
 RU0555'THIS ROAD SOUTH AND EAST 15.3 MILES TO A FORK (THE LEFT FORK
 RU0555'PASSES OVER A CATTLE GUARD).  TAKE THE RIGHT FORK AND GO 2.0
 RU0555'MILES TO A POINT WHERE THE GRADED ROAD TURNS SHARPLY TO THE
 RU0555'EAST.  (THERE IS A SMALL LOG SHACK ABOUT 100 YARDS NORTHEAST
 RU0555'OF THIS POINT AND A WOODEN MAIL BOX WRAPPED WITH BARBED WIRE
 RU0555'AND WITH P.L. CASS PAINTED ON IT, AT THE CURVE IN THE ROAD.
 RU0555'THE AZIMUTH MARK IS NEAR THE FENCE CORNER SOUTHWEST OF THE
 RU0555'CURVE IN THE ROAD).  HERE TURN LEFT OFF OF THE GRADED ROAD
 RU0555'AND GO WEST ALONG THE NORTH SIDE OF AN EAST-AND-WEST FENCE
 RU0555'0.4 MILE.  THEN TURN RIGHT, NORTH, AND GO 0.55 MILE ACROSS
 RU0555'COUNTRY TO THE TOP OF HILL AND STATION.
 RU0555'
 RU0555'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RU0555'BRONZE DISKS SET IN CONCRETE.
 RU0555'
 RU0555'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS SOUTHEAST OF
 RU0555'THE STATION.
 RU0555'
 RU0555'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS WEST OF THE
 RU0555'STATION.
 RU0555'
 RU0555'THE AZIMUTH MARK PROJECTS 3 INCHES AND IS SOUTHEAST OF THE
 RU0555'STATION.  IT IS IN THE RIGHT-OF-WAY FENCE ON THE SOUTH SIDE
 RU0555'OF THE ROAD AND IS 3 FEET EAST OF A NORTHWEST FENCE CORNER.
 RU0555'IT IS 90 FEET SOUTHWEST OF A MAIL BOX WITH P.L. CASS PAINTED
 RU0555'ON IT, AND IS 0.95 MILE BY ROAD FROM THE STATION.
 RU0555'
 RU0555'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 RU0555
 RU0555                          STATION RECOVERY (1935)
 RU0555
 RU0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAW)
 RU0555'A PART OF THE ORIGINAL DESCRIPTION READS--
 RU0555'
 RU0555'----HERE TURN LEFT OFF THE GRADED ROAD AND GO WEST ALONG THE NORTH
 RU0555'SIDE OF AN EAST-AND-WEST FENCE 0.4 MILE.
 RU0555'
 RU0555'THIS SENTENCE SHOULD READ--HERE TURN RIGHT OFF THE GRADED
 RU0555'ROAD, ETC.
 RU0555
 RU0555                          STATION RECOVERY (1971)
 RU0555
 RU0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (IGT)
 RU0555'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO WEAK ANGLES
 RU0555'AND UNEVEN TERRAIN.
 RU0555'
 RU0555'THE STATION IS LOCATED SOUTH 24 DEGREES EAST, 13 MILES AIRLINE
 RU0555'DISTANCE FROM ROSEBUD, MONTANA, ON THE HIGHEST POINT OF A
 RU0555'GRASSY HILL IN SECTION 13, TOWNSHIP 4 NORTH, RANGE 43 EAST.
 RU0555'
 RU0555'TO REACH FROM THE ROSEBUD-BUTTE CREEK EXIT OF INTERSTATE
 RU0555'HIGHWAY 94, 1 MILE SOUTHEAST OF ROSEBUD, MONTANA, GO 15.7
 RU0555'MILES SOUTH AND EAST ON THE BUTTE CREEK DIRT ROAD TO POINT
 RU0555'WHERE THE ROAD MAKES A RIGHT ANGLE TURN LEFT (EAST), GO STRAIGHT
 RU0555'AHEAD 0.1 MILE SOUTH ON TRACK ROAD TO 3 WIRE GATES, PASS THRU
 RU0555'RIGHTHAND GATE AND GO 0.5 MILES WEST ON TRACK ROAD ALONG NORTH
 RU0555'SIDE OF EAST-WEST FENCE TO DRAIN, LEAVE ROAD AND GO 0.5 MILES
 RU0555'NORTHWEST ACROSS COUNTRY UP DRAW TO STATION SITE 9 FEET
 RU0555'SOUTHEAST OF LARGE 4 FOOT HIGH ROCK PILE ON HIGHEST POINT OF
 RU0555'HILL.
 RU0555'
 RU0555'ALL MARKS ARE STANDARD USC AND GS BRONZE DISKS SET IN SQUARE
 RU0555'CONCRETE POSTS.
 RU0555'
 RU0555'STATION MARK PROJECTS 0.8 FEET AND IS STAMPED CASS 1934.
 RU0555'
 RU0555'REFERENCE MARK NO. 1--PROJECTS 0.5 FEET AND IS STAMPED CASS
 RU0555'NO. 1 1934.
 RU0555'
 RU0555'REFERENCE MARK NO. 2--PROJECTS 0.5 FEET AND IS STAMPED CASS
 RU0555'NO. 2 1934.
 RU0555'
 RU0555'STATION ROSEBUD 1934 IS VISIBLE FROM THE GROUND AT THIS STATION
 RU0555'AND WILL SERVE AS THE AZIMUTH MARK.
 RU0555'
 RU0555'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0866 ***********************************************************************
 RY0866  DESIGNATION -  CASTLE
 RY0866  PID         -  RY0866
 RY0866  STATE/COUNTY-  MT/RAVALLI
 RY0866  USGS QUAD   -  PRINTZ RIDGE (1966)
 RY0866
 RY0866                         *CURRENT SURVEY CONTROL
 RY0866  ___________________________________________________________________
 RY0866* NAD 83(1992)-  46 19 50.28532(N)    114 22 17.75969(W)     ADJUSTED  
 RY0866* NAVD 88     -      2739.7    (meters)    8988.     (feet)  VERTCON   
 RY0866  ___________________________________________________________________
 RY0866  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 RY0866  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 RY0866
 RY0866  HORZ ORDER  -  THIRD
 RY0866
 RY0866.The horizontal coordinates were established by classical geodetic methods
 RY0866.and adjusted by the National Geodetic Survey in July 1992..
 RY0866
 RY0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0866
 RY0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0866
 RY0866.The geoid height was determined by GEOID03.
 RY0866
 RY0866;                    North         East     Units Scale Factor Converg.
 RY0866;SPC MT       -   242,866.735   225,326.997   MT  0.99946292   -3 33 48.9
 RY0866;SPC MT       -   796,806.87    739,261.80   iFT  0.99946292   -3 33 48.9
 RY0866;UTM  11      - 5,134,141.992   702,304.234   MT  1.00010312   +1 54 06.7
 RY0866
 RY0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0866!SPC MT       -   0.99957291  x   0.99946292  =   0.99903606
 RY0866!UTM  11      -   0.99957291  x   1.00010312  =   0.99967599
 RY0866
 RY0866:                Primary Azimuth Mark                     Grid Az
 RY0866:SPC MT       -  HIDDEN PK LOH                            306 05 37.1
 RY0866:UTM  11      -  HIDDEN PK LOH                            300 37 41.5
 RY0866
 RY0866|---------------------------------------------------------------------|
 RY0866| PID    Reference Object                     Distance      Geod. Az  |
 RY0866|                                                           dddmmss.s |
 RY0866| RY0867 HIDDEN PK LOH                       APPROX. 8.4 KM 3023148.2 |
 RY0866|---------------------------------------------------------------------|
 RY0866
 RY0866                          SUPERSEDED SURVEY CONTROL
 RY0866
 RY0866  NAD 83(1986)-  46 19 50.29111(N)    114 22 17.74692(W) AD(       ) 3
 RY0866  NAD 27      -  46 19 50.56530(N)    114 22 14.41124(W) AD(       ) 3
 RY0866  NGVD 29 (07/19/86) 2738.3    (m)         8984.     (f) VERT ANG       
 RY0866
 RY0866.Superseded values are not recommended for survey control.
 RY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0866.See file dsdata.txt to determine how the superseded data were derived.
 RY0866
 RY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM0230434142(NAD 83)
 RY0866_MARKER: DD = SURVEY DISK
 RY0866_SETTING: 0 = UNSPECIFIED SETTING
 RY0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0866
 RY0866  HISTORY     - Date     Condition        Report By
 RY0866  HISTORY     - 1966     MONUMENTED       USGS
 RY0866
 RY0866                          STATION DESCRIPTION
 RY0866
 RY0866'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0866'LOCATED ABOUT 32 MI. E. OF FISH LAKE, ABOUT 12 MI. WNW. OF
 RY0866'HAMILTON, ABOUT 12 MI. SW. OF VICTOR, ON A BARE CASTLE-LIKE PEAK.
 RY0866'
 RY0866'REACHED BY HELICOPTER.
 RY0866'
 RY0866'STATION MARK--STANDARD TABLET STAMPED---CASTLE 1966---.
 RY0866'
 RY0866'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0539 ***********************************************************************
 ST0539  DESIGNATION -  CASTLE
 ST0539  PID         -  ST0539
 ST0539  STATE/COUNTY-  MT/TETON
 ST0539  USGS QUAD   -  CASTLE REEF (1995)
 ST0539
 ST0539                         *CURRENT SURVEY CONTROL
 ST0539  ___________________________________________________________________
 ST0539* NAD 83(1992)-  47 39 44.91500(N)    112 42 11.38089(W)     ADJUSTED  
 ST0539* NAVD 88     -      2540.3    (meters)    8334.     (feet)  VERTCON   
 ST0539  ___________________________________________________________________
 ST0539  LAPLACE CORR-         -12.16  (seconds)                    DEFLEC99
 ST0539  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 ST0539
 ST0539  HORZ ORDER  -  FIRST
 ST0539
 ST0539.The horizontal coordinates were established by classical geodetic methods
 ST0539.and adjusted by the National Geodetic Survey in July 1992..
 ST0539
 ST0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0539
 ST0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0539
 ST0539.The geoid height was determined by GEOID03.
 ST0539
 ST0539;                    North         East     Units Scale Factor Converg.
 ST0539;SPC MT       -   384,102.742   359,605.610   MT  0.99945698   -2 20 35.3
 ST0539;SPC MT       - 1,260,179.60  1,179,808.43   iFT  0.99945698   -2 20 35.3
 ST0539;UTM  12      - 5,280,192.059   372,127.060   MT  0.99980094   -1 15 32.9
 ST0539
 ST0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0539!SPC MT       -   0.99960408  x   0.99945698  =   0.99906127
 ST0539!UTM  12      -   0.99960408  x   0.99980094  =   0.99940509
 ST0539
 ST0539:                Primary Azimuth Mark                     Grid Az
 ST0539:SPC MT       -  CASTLE AZ MK                             005 40 46.5
 ST0539:UTM  12      -  CASTLE AZ MK                             004 35 44.1
 ST0539
 ST0539|---------------------------------------------------------------------|
 ST0539| PID    Reference Object                     Distance      Geod. Az  |
 ST0539|                                                           dddmmss.s |
 ST0539| CN4106 CASTLE AZ MK                                       0032011.2 |
 ST0539| ST0558 PRAIRIE REEF LOOKOUT HOUSE          APPROX.24.7 KM 2521357.5 |
 ST0539| CN4107 CASTLE RM 1                           2.510 METERS 26102     |
 ST0539| CN4108 CASTLE RM 2                           7.046 METERS 35715     |
 ST0539|---------------------------------------------------------------------|
 ST0539
 ST0539                          SUPERSEDED SURVEY CONTROL
 ST0539
 ST0539  NAD 83(1986)-  47 39 44.92227(N)    112 42 11.36673(W) AD(       ) 1
 ST0539  NAD 27      -  47 39 45.12050(N)    112 42 08.22480(W) AD(       ) 1
 ST0539  NGVD 29 (07/19/86) 2539.1    (m)         8330.     (f) VERT ANG       
 ST0539
 ST0539.Superseded values are not recommended for survey control.
 ST0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0539.See file dsdata.txt to determine how the superseded data were derived.
 ST0539
 ST0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT7212780192(NAD 83)
 ST0539_MARKER: Z = SEE DESCRIPTION
 ST0539_SETTING: 66 = SET IN ROCK OUTCROP
 ST0539_SP_SET: PARTIALLY EXPOSED BEDROCK
 ST0539
 ST0539  HISTORY     - Date     Condition        Report By
 ST0539  HISTORY     - 1960     MONUMENTED       CGS
 ST0539  HISTORY     - 1960     GOOD             NGS
 ST0539
 ST0539                          STATION DESCRIPTION
 ST0539
 ST0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0539'THE STATION IS ON THE HIGHEST POINT OF CASTLE REEF.  IT IS ON
 ST0539'A PINNACLE OF ROCK PROJECTING 4 FEET ON THE EAST AND 15 FEET
 ST0539'ON THE WEST SIDE.  THE MOUNTAIN HAS SHARP CLIFFS TO THE EAST
 ST0539'AND SLOPES TO THE WEST.  IT IS ABOUT 24-1/2 MILES WEST AND 10
 ST0539'MILES SOUTH OF CHOTEAU, 14-1/2 MILES WEST AND 12 MILES NORTH OF
 ST0539'AUGUSTA, 4-1/4 MILES NORTH AND 2-3/4 MILES EAST OF GIBSON DAM
 ST0539'(AT THE EAST END OF GIBSON LAKE), 3 MILES NORTH OF THE LEWIS
 ST0539'AND CLARK-TETON COUNTY LINE AND IN SECTION 13, T 22 N, R 9 W.
 ST0539'STATION ELEVATION IS 8330 FEET.
 ST0539'
 ST0539'THIS STATION WAS REACHED BY HELICOPTER.  THERE IS A GOOD COPTER
 ST0539'LANDING ABOUT 200 FEET WEST OF THE STATION.
 ST0539'
 ST0539'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 ST0539'STAMPED CASTLE 1956, CEMENTED IN A DRILL HOLE IN THE TOP OF
 ST0539'A 5 X 12 FOOT BOULDER.
 ST0539'
 ST0539'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CASTLE (USGS) NO
 ST0539'1 1960, CEMENTED IN THE TOP OF THE SAME BOULDER THE STATION IS
 ST0539'IN.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 ST0539'
 ST0539'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CASTLE (USGS) NO
 ST0539'2 1960, CEMENTED IN A DRILL HOLE 3 FEET FROM THE WEST END OF
 ST0539'A LARGE OUTCROP OF BEDROCK PROJECTING 4 FEET.  IT IS ABOUT 5 FEET
 ST0539'LOWER THAN THE STATION.
 ST0539'
 ST0539'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CASTLE (USGS)
 ST0539'1960, CEMENTED IN THE TOP OF A 3 X 4 FOOT BOULDER PROJECTING
 ST0539'18 INCHES.  IT IS 50 FEET NORTH OF THE SOUTH EDGE OF WHERE
 ST0539'THE BOULDERS START, 20 FEET WEST OF THE EDGE OF THE CLIFF AND
 ST0539'2 FEET SOUTH OF A CAIRN.
 ST0539'
 ST0539'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE EDGE OF
 ST0539'THE CLIFF ABOUT 0.25 MILE NORTH, CROSSING A SMALL SADDLE TO WHERE
 ST0539'THE BOULDERS BEGIN AND THE MARK.
 ST0539
 ST0539                          STATION RECOVERY (1960)
 ST0539
 ST0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ST0539'STATION MARK--STANDARD USGS TABLET, CEMENTED IN BEDROCK, AND
 ST0539'STAMPED ---CASTLE 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0569 ***********************************************************************
 RU0569  DESIGNATION -  CASTLE
 RU0569  PID         -  RU0569
 RU0569  STATE/COUNTY-  MT/ROSEBUD
 RU0569  USGS QUAD   -  NICHOLS (1984)
 RU0569
 RU0569                         *CURRENT SURVEY CONTROL
 RU0569  ___________________________________________________________________
 RU0569* NAD 83(1992)-  46 18 20.69732(N)    106 46 21.27555(W)     ADJUSTED  
 RU0569* NAVD 88     -       915.6    (meters)    3004.     (feet)  VERTCON   
 RU0569  ___________________________________________________________________
 RU0569  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 RU0569  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 RU0569
 RU0569  HORZ ORDER  -  SECOND
 RU0569
 RU0569.The horizontal coordinates were established by classical geodetic methods
 RU0569.and adjusted by the National Geodetic Survey in July 1992..
 RU0569
 RU0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0569
 RU0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0569
 RU0569.The geoid height was determined by GEOID03.
 RU0569
 RU0569;                    North         East     Units Scale Factor Converg.
 RU0569;SPC MT       -   232,102.394   809,954.301   MT  0.99946813   +1 59 42.4
 RU0569;SPC MT       -   761,490.79  2,657,330.38   iFT  0.99946813   +1 59 42.4
 RU0569;UTM  13      - 5,129,546.106   363,504.225   MT  0.99982902   -1 16 54.6
 RU0569
 RU0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0569!SPC MT       -   0.99985887  x   0.99946813  =   0.99932708
 RU0569!UTM  13      -   0.99985887  x   0.99982902  =   0.99968791
 RU0569
 RU0569:                Primary Azimuth Mark                     Grid Az
 RU0569:SPC MT       -  FORSYTH ATT MICROWAVE                    056 15 57.8
 RU0569:UTM  13      -  FORSYTH ATT MICROWAVE                    059 32 34.8
 RU0569
 RU0569|---------------------------------------------------------------------|
 RU0569| PID    Reference Object                     Distance      Geod. Az  |
 RU0569|                                                           dddmmss.s |
 RU0569| RU0559 FORSYTH ATT MICROWAVE               APPROX. 6.8 KM 0581540.2 |
 RU0569| CQ5263 CASTLE RM 1                          11.042 METERS 11536     |
 RU0569| CQ5264 CASTLE RM 2                          11.297 METERS 17405     |
 RU0569| RU0570 ERICKSON                            APPROX.13.4 KM 2985515.7 |
 RU0569|---------------------------------------------------------------------|
 RU0569
 RU0569                          SUPERSEDED SURVEY CONTROL
 RU0569
 RU0569  NAD 83(1986)-  46 18 20.68758(N)    106 46 21.24865(W) AD(       ) 2
 RU0569  NAD 27      -  46 18 20.71204(N)    106 46 19.10469(W) AD(       ) 2
 RU0569  NGVD 29 (07/19/86)  915.0    (m)         3002.     (f) VERT ANG       
 RU0569
 RU0569.Superseded values are not recommended for survey control.
 RU0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0569.See file dsdata.txt to determine how the superseded data were derived.
 RU0569
 RU0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM6350429546(NAD 83)
 RU0569_MARKER: DD = SURVEY DISK
 RU0569_SETTING: 0 = UNSPECIFIED SETTING
 RU0569
 RU0569  HISTORY     - Date     Condition        Report By
 RU0569  HISTORY     - 1971     MONUMENTED       USGS
 RU0569
 RU0569                          STATION DESCRIPTION
 RU0569
 RU0569'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DH)
 RU0569'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO INTERVENING
 RU0569'ROCK OUTCROP.
 RU0569'
 RU0569'THE STATION IS LOCATED NORTH 60 DEGREES WEST, ABOUT 5 MILES
 RU0569'AIRLINE DISTANCE FROM FORSYTH, MONTANA, ON A PROMINENT SANDSTONE
 RU0569'BUTTE KNOWN AS CASTLE BUTTE, IN SECTION 6, TOWNSHIP 6 NORTH, RANGE
 RU0569'40 EAST, ON LAND OWNED BY TOM ROLSTON WHO LIVES ALONG THE NORTH
 RU0569'SIDE OF U.S. HIGHWAY 12, ABOUT 2.5 MILES SOUTHEAST OF STATION
 RU0569'SITE.
 RU0569'
 RU0569'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND U.S. HIGHWAY
 RU0569'12 AT THE WEST EDGE OF FORSYTH, MONTANA, GO NORTHWEST ALONG
 RU0569'U.S. HIGHWAY 12 5.6 MILES TO A DIM FIELD ROAD RIGHT.  GO RIGHT EAST
 RU0569'ALONG FIELD ROAD 0.25 MILES TO A GATE.  GO LEFT THROUGH GATE AND
 RU0569'FOLLOW TRACK ROAD 0.4 MILES TO A GATE IN NORTH-SOUTH FENCE.  GO
 RU0569'THROUGH GATE AND FOLLOW TRACK ROAD UP THE BOTTOM OF A NARROW
 RU0569'RAVINE AND THEN ALONG A RIDGE NORTHERLY, ABOUT 0.8 MILES TO NEAR
 RU0569'THE FOOT OF CASTLE BUTTE.  LEAVE ROAD LEFT AND GO NORTH ABOUT 0.1
 RU0569'MILE TO END OF TRUCK TRAVEL.  ABOUT 5 MINUTE PACK TO BASE OF
 RU0569'CLIFFS.  CLIMB UP CRACK AT EAST END.  AN 18 FOOT LADDER WAS BUILT
 RU0569'HERE IN 1971.  THE STATION IS NEAR THE NORTH EDGE OF THE
 RU0569'BUTTE AND ABOUT 40 FEET NORTHWEST OF THE HIGHEST POINT ON THE
 RU0569'BUTTE, IN A WIND-SCULPTED HOLLOW BETWEEN TWO
 RU0569'SANDSTONE LEDGES.
 RU0569'
 RU0569'STATION MARK--A USGS BRASS TABLET SOLDERED TO A 1.2 FOOT STEEL
 RU0569'REINFORCING BAR, GROUTED INTO A DRILL HOLE.  THE TABLET IS FLUSH
 RU0569'WITH THE SURFACE OF THE ROCK AND IS STAMPED CASTLE ET 1971.
 RU0569'
 RU0569'REFERENCE MARK NO. 1--A STANDARD BRONZE USGS REFERENCE MARK TABLET
 RU0569'CEMENTED INTO SANDSTONE BEDROCK.  THE TABLET IS FLUSH WITH THE
 RU0569'SURFACE OF THE ROCK AND IS STAMPED CASTLE ET 1971 RM NO. 1.
 RU0569'
 RU0569'REFERENCE MARK NO. 2--A STANDARD BRONZE USGS REFERENCE MARK TABLET
 RU0569'CEMENTED INTO SANDSTONE BEDROCK.  THE TABLET IS FLUSH WITH THE
 RU0569'SURFACE OF THE ROCK AND IS STAMPED CASTLE ET 1971 RM NO. 2.
 RU0569'
 RU0569'STATION ERICKSON ET 1971 IS VISIBLE FROM GROUND AT THIS STATION
 RU0569'AND WILL SERVE AS THE AZIMUTH MARK.
 RU0569'
 RU0569'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1663 ***********************************************************************
 SS1663  DESIGNATION -  CASTLE
 SS1663  PID         -  SS1663
 SS1663  STATE/COUNTY-  MT/CHOUTEAU
 SS1663  USGS QUAD   -  PILOT ROCK (1953)
 SS1663
 SS1663                         *CURRENT SURVEY CONTROL
 SS1663  ___________________________________________________________________
 SS1663* NAD 83(1992)-  47 53 37.89518(N)    110 03 00.70435(W)     ADJUSTED  
 SS1663* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 SS1663  ___________________________________________________________________
 SS1663  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 SS1663  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 SS1663
 SS1663  HORZ ORDER  -  THIRD
 SS1663
 SS1663.The horizontal coordinates were established by classical geodetic methods
 SS1663.and adjusted by the National Geodetic Survey in July 1992..
 SS1663
 SS1663.The orthometric height was scaled from a topographic map.
 SS1663
 SS1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1663
 SS1663.The geoid height was determined by GEOID03.
 SS1663
 SS1663;                    North         East     Units Scale Factor Converg.
 SS1663;SPC MT       -   405,044.277   558,877.757   MT  0.99951114   -0 24 08.9
 SS1663;SPC MT       - 1,328,885.42  1,833,588.44   iFT  0.99951114   -0 24 08.9
 SS1663;UTM  12      - 5,304,939.887   570,996.018   MT  0.99966194   +0 42 16.9
 SS1663
 SS1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1663!SPC MT       -   0.99986462  x   0.99951114  =   0.99937583
 SS1663!UTM  12      -   0.99986462  x   0.99966194  =   0.99952661
 SS1663
 SS1663                          SUPERSEDED SURVEY CONTROL
 SS1663
 SS1663  NAD 83(1986)-  47 53 37.89221(N)    110 03 00.68509(W) AD(       ) 3
 SS1663
 SS1663.Superseded values are not recommended for survey control.
 SS1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1663.See file dsdata.txt to determine how the superseded data were derived.
 SS1663
 SS1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU7099604940(NAD 83)
 SS1663_MARKER: DS = TRIANGULATION STATION DISK
 SS1663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1663_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1663
 SS1663  HISTORY     - Date     Condition        Report By
 SS1663  HISTORY     - 1889     MONUMENTED       MORC
 SS1663  HISTORY     - 1952     GOOD             USGS
 SS1663
 SS1663                          STATION DESCRIPTION
 SS1663
 SS1663'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SS1663'REVISED DESCRIPTION BY USGS, 1952 (FIELD COMPLETION PHASE), IS AS
 SS1663'FOLLOWS
 SS1663'
 SS1663'THE STATION IS LOCATED ABOUT 21.0 AIRLINE MI. S-SE. OF BIG SANDY,
 SS1663'MONTANA, ABOUT 1/2 MI. E. OF THE MISSOURI RIVER, ON THE SECOND BENCH
 SS1663'ABOVE THE RIVER, IN SE. 1/4 SEC. 27, T 25 N, R 13 E.
 SS1663'
 SS1663'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO W. ON MAIN
 SS1663'STREET TO U.S. HIGHWAY 87, TURN LEFT INTO HIGHWAY AND GO 0.30 MI. SW.
 SS1663'TO RD. JUNCTION, TURN LEFT ONTO BIG SANDY-LEWISTOWN HIGHWAY AND GO
 SS1663'S-SE. ON HIGHWAY FOR 17.20 MI. TO RD. FORK, TAKE RIGHT TURN ON RD. S.
 SS1663'FOR 8.20 MI., THEN TURN RIGHT FOR 1.00 MI., THEN S. 0.75 MI., THEN W.
 SS1663'3.10 MI., TO ENTRANCE TO MATCHETT RANCH.  CONTINUE THRU GATE AND GO W.
 SS1663'0.70 MI. TO RANCH HOUSE, TURN N. AND GO 0.80 MI. TO EDGE OF FIELD,
 SS1663'CONTINUE AROUND EDGE OF FIELD TO LEFT 0.20 MI. TO RD., TURN TO THE W.,
 SS1663'THEN GO IN A W-N-W. DIRECTION 1.70 MI. TO STATION.
 SS1663'
 SS1663'STATION MARK--MORC CAST IRON CAP, UNSTAMPED, WITH A RAISED TRIANGLE
 SS1663'NEAR THE CENTER.  IT IS BOLTED TO THE TOP OF AN IRON PIPE THAT
 SS1663'PROJECTS APPROXIMATELY 8 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0544 ***********************************************************************
 QZ0544  DESIGNATION -  CASTLE ROCK RESET
 QZ0544  PID         -  QZ0544
 QZ0544  STATE/COUNTY-  MT/RAVALLI
 QZ0544  USGS QUAD   -  BARE CONE (1991)
 QZ0544
 QZ0544                         *CURRENT SURVEY CONTROL
 QZ0544  ___________________________________________________________________
 QZ0544* NAD 83(1992)-  45 43 03.00693(N)    114 28 00.39618(W)     ADJUSTED  
 QZ0544* NAVD 88     -      2355.0    (meters)    7726.     (feet)  VERTCON   
 QZ0544  ___________________________________________________________________
 QZ0544  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 QZ0544  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 QZ0544
 QZ0544  HORZ ORDER  -  THIRD
 QZ0544
 QZ0544.The horizontal coordinates were established by classical geodetic methods
 QZ0544.and adjusted by the National Geodetic Survey in July 1992..
 QZ0544
 QZ0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0544
 QZ0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0544
 QZ0544.The geoid height was determined by GEOID03.
 QZ0544
 QZ0544;                    North         East     Units Scale Factor Converg.
 QZ0544;SPC MT       -   175,343.578   213,700.011   MT  0.99964517   -3 37 59.6
 QZ0544;SPC MT       -   575,274.21    701,115.52   iFT  0.99964517   -3 37 59.6
 QZ0544;UTM  11      - 5,065,781.908   697,147.664   MT  1.00007786   +1 48 50.9
 QZ0544
 QZ0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0544!SPC MT       -   0.99963307  x   0.99964517  =   0.99927837
 QZ0544!UTM  11      -   0.99963307  x   1.00007786  =   0.99971090
 QZ0544
 QZ0544|---------------------------------------------------------------------|
 QZ0544| PID    Reference Object                     Distance      Geod. Az  |
 QZ0544|                                                           dddmmss.s |
 QZ0544| CH6628 CASTLE ROCK RM 1                      3.243 METERS 15758     |
 QZ0544| QZ0634 HELLS HALF ACRE                     APPROX.14.9 KM 2374312.9 |
 QZ0544| CH6629 CASTLE ROCK RM 2                      7.690 METERS 26909     |
 QZ0544|---------------------------------------------------------------------|
 QZ0544
 QZ0544                          SUPERSEDED SURVEY CONTROL
 QZ0544
 QZ0544  NAD 83(1986)-  45 43 03.01123(N)    114 28 00.38545(W) AD(       ) 3
 QZ0544  NAD 27      -  45 43 03.31139(N)    114 27 57.06257(W) AD(       ) 3
 QZ0544  NGVD 29 (07/19/86) 2353.7    (m)         7722.     (f) VERT ANG       
 QZ0544
 QZ0544.Superseded values are not recommended for survey control.
 QZ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0544.See file dsdata.txt to determine how the superseded data were derived.
 QZ0544
 QZ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9714865782(NAD 83)
 QZ0544_MARKER: DD = SURVEY DISK
 QZ0544_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0544_SP_SET: PARTIALLY EXPOSED BEDROCK
 QZ0544
 QZ0544  HISTORY     - Date     Condition        Report By
 QZ0544  HISTORY     - 1959     MONUMENTED       USGS
 QZ0544  HISTORY     - 1961     GOOD             USGS
 QZ0544  HISTORY     - 1965     GOOD             USGS
 QZ0544
 QZ0544                          STATION DESCRIPTION
 QZ0544
 QZ0544'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 QZ0544'LOCATED ABOUT 24 MI SW. OF CONNOR, ABOUT 2 MI E. OF NEZPERCE
 QZ0544'PASS.  ON PROMINENT ROCK KNOWN AS CASTLE ROCK.
 QZ0544'
 QZ0544'TO REACH FROM CONNOR, GO 27.5 MI SW. ON CONNOR-GRANGEVILLE RD. TO
 QZ0544'NEZPERCE PASS AND END OF TRUCK TRAVEL.  PACK SE. ON STATE LINE
 QZ0544'TRAIL 0.75 MI TO JCT. OF BARE CONE RIDGE TRAIL.  TAKE LEFT TRAIL
 QZ0544'OF THREE ABOUT 2 MI TO CASTLE ROCK AND STATION.
 QZ0544'
 QZ0544'STATION MARK--USFS TABLET, UNSTAMPED, SET IN SOLID ROCK.  THIS
 QZ0544'TABLET WAS SET IN 1958 IN USGS 1912 CHISELED CROSS STATION.
 QZ0544'
 QZ0544'RM 1--STANDARD RM TABLET STAMPED---CASTLE ROCK 1959 NO 1---, IN
 QZ0544'ROCK.
 QZ0544'
 QZ0544'RM 2--STANDARD RM TABLET STAMPED---CASTLE ROCK 1959 NO 2---, IN
 QZ0544'ROCK.
 QZ0544
 QZ0544                          STATION RECOVERY (1961)
 QZ0544
 QZ0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0544'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 QZ0544'CONDITION.  STATION REACHED BY HELICOPTER.
 QZ0544
 QZ0544                          STATION RECOVERY (1965)
 QZ0544
 QZ0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QZ0544'STANDARD F.S. BRASS TABLET SET IN CONCRETE BY USFS FIELD PARTY IN
 QZ0544'1958.  THIS IS THE SAME POINT AS WAS USED BY THE USGS IN 1912.  A
 QZ0544'HOLE WAS DRILLED AT THE CROSS CHISELED IN ROCK AND THE BRASS CAP
 QZ0544'SET.
 QZ0544'
 QZ0544'LOCATED ABOUT 24 MI. SW. OF CONNOR, MONTANA, ABOUT 2 MI. E. OF
 QZ0544'NEZPERCE PASS, ON A PROMINENT ROCK KNOWN AS CASTLE ROCK.
 QZ0544'
 QZ0544'TO REACH FROM CONNOR, GO SW. ON CONNOR-GRANGEVELLE RD. 27.5 MI. TO
 QZ0544'NEZPERCE PASS AND END OF TRUCK TRAVEL.  PACK SE. ON STATE LINE TRAIL
 QZ0544'FOR 0.75 MI. TO JUNCTION OF BARE CONE RIDGE TRAIL, TAKE LEFT MOST
 QZ0544'TRAIL OF THREE ABOUT 2 MI. TO CASTLE ROCK AND STATION.
 QZ0544'
 QZ0544'STATION REACHED BY HELICOPTER.
 QZ0544'
 QZ0544'STATION MARK--USFS TABLET, UNSTAMPED, SET IN SOLID ROCK.
 QZ0544'
 QZ0544'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---CASTLE ROCK 1959
 QZ0544'NO 1---, SET IN ROCK, 10.81 FT. FROM STATION, S 22 DEG 24 MIN E.
 QZ0544'
 QZ0544'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---CASTLE ROCK 1959
 QZ0544'NO 2---, SET IN ROCK, 25.28 FT. FROM STATION, S 88 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1586 ***********************************************************************
 SS1586  DESIGNATION -  CASTOR
 SS1586  PID         -  SS1586
 SS1586  STATE/COUNTY-  MT/CHOUTEAU
 SS1586  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS1586
 SS1586                         *CURRENT SURVEY CONTROL
 SS1586  ___________________________________________________________________
 SS1586* NAD 83(1992)-  47 49 07.80322(N)    111 08 03.02355(W)     ADJUSTED  
 SS1586* NAVD 88     -      1010.     (meters)    3314.     (feet)  SCALED    
 SS1586  ___________________________________________________________________
 SS1586  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 SS1586  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 SS1586
 SS1586  HORZ ORDER  -  THIRD
 SS1586
 SS1586.The horizontal coordinates were established by classical geodetic methods
 SS1586.and adjusted by the National Geodetic Survey in July 1992..
 SS1586
 SS1586.The orthometric height was scaled from a topographic map.
 SS1586
 SS1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1586
 SS1586.The geoid height was determined by GEOID03.
 SS1586
 SS1586;                    North         East     Units Scale Factor Converg.
 SS1586;SPC MT       -   397,838.029   477,693.966   MT  0.99949178   -1 11 43.5
 SS1586;SPC MT       - 1,305,242.88  1,567,237.42   iFT  0.99949178   -1 11 43.5
 SS1586;UTM  12      - 5,296,173.435   489,956.292   MT  0.99960124   -0 05 57.9
 SS1586
 SS1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1586!SPC MT       -   0.99984403  x   0.99949178  =   0.99933589
 SS1586!UTM  12      -   0.99984403  x   0.99960124  =   0.99944533
 SS1586
 SS1586                          SUPERSEDED SURVEY CONTROL
 SS1586
 SS1586  NAD 83(1986)-  47 49 07.80062(N)    111 08 03.00297(W) AD(       ) 3
 SS1586
 SS1586.Superseded values are not recommended for survey control.
 SS1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1586.See file dsdata.txt to determine how the superseded data were derived.
 SS1586
 SS1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8995696173(NAD 83)
 SS1586_MARKER: DS = TRIANGULATION STATION DISK
 SS1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1586+STABILITY: SURFACE MOTION
 SS1586
 SS1586  HISTORY     - Date     Condition        Report By
 SS1586  HISTORY     - 1947     MONUMENTED       USGS
 SS1586
 SS1586                          STATION DESCRIPTION
 SS1586
 SS1586'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1586'STATION IS LOCATED 795 FT. S. OF THE CASTOR FARM DRIVEWAY ON THE E.
 SS1586'SIDE OF THE RD., 1642 FT. N. OF CROSSROADS, IN SEC. 20, T 24 N,
 SS1586'R 5 E.
 SS1586'
 SS1586'TO REACH FROM GREAT FALLS, MONTANA, PROCEED TO FLOWEREE, MONTANA,
 SS1586'THENCE N. 4 MI., THENCE W. 5 MI., THENCE N. 2.3 MI. TO STATION.
 SS1586'
 SS1586'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1586'---CASTOR 1947---.
 SS1586'
 SS1586'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT, 81.94
 SS1586'FT. S 41 DEGREES 25 MINUTES W.
 SS1586'
 SS1586'REFERENCE MARK NO. 2--STANDARD TABLET SET IN CONCRETE MONUMENT, 62.26
 SS1586'FT. N 73 DEGREES 00 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1057 ***********************************************************************
 SR1057  DESIGNATION -  CAT
 SR1057  PID         -  SR1057
 SR1057  STATE/COUNTY-  MT/PETROLEUM
 SR1057  USGS QUAD   -  CAT CREEK (1986)
 SR1057
 SR1057                         *CURRENT SURVEY CONTROL
 SR1057  ___________________________________________________________________
 SR1057* NAD 83(1992)-  47 00 06.50501(N)    108 02 12.36619(W)     ADJUSTED  
 SR1057* NAVD 88     -       961.2    (meters)    3154.     (feet)  VERTCON   
 SR1057  ___________________________________________________________________
 SR1057  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 SR1057  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SR1057
 SR1057  HORZ ORDER  -  SECOND
 SR1057
 SR1057.The horizontal coordinates were established by classical geodetic methods
 SR1057.and adjusted by the National Geodetic Survey in July 1992..
 SR1057
 SR1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1057
 SR1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1057
 SR1057.The geoid height was determined by GEOID03.
 SR1057
 SR1057;                    North         East     Units Scale Factor Converg.
 SR1057;SPC MT       -   306,816.970   711,209.733   MT  0.99939265   +1 04 13.3
 SR1057;SPC MT       - 1,006,617.36  2,333,365.27   iFT  0.99939265   +1 04 13.3
 SR1057;UTM  12      - 5,209,627.155   725,266.887   MT  1.00022373   +2 10 05.3
 SR1057;UTM  13      - 5,209,841.417   269,143.155   MT  1.00025507   -2 13 19.2
 SR1057
 SR1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1057!SPC MT       -   0.99985160  x   0.99939265  =   0.99924434
 SR1057!UTM  12      -   0.99985160  x   1.00022373  =   1.00007530
 SR1057!UTM  13      -   0.99985160  x   1.00025507  =   1.00010663
 SR1057
 SR1057|---------------------------------------------------------------------|
 SR1057| PID    Reference Object                     Distance      Geod. Az  |
 SR1057|                                                           dddmmss.s |
 SR1057| CQ5265 CAT RM 1                             12.348 METERS 01215     |
 SR1057| CQ5266 CAT RM 2                             13.142 METERS 11127     |
 SR1057| RV0697 PEN                                 APPROX. 3.8 KM 1604334.7 |
 SR1057| SR1061 WINNETT                             APPROX.19.3 KM 2754035.8 |
 SR1057|---------------------------------------------------------------------|
 SR1057
 SR1057                          SUPERSEDED SURVEY CONTROL
 SR1057
 SR1057  NAD 83(1986)-  47 00 06.50031(N)    108 02 12.34518(W) AD(       ) 2
 SR1057  NAD 27      -  47 00 06.55920(N)    108 02 09.92409(W) AD(       ) 2
 SR1057  NGVD 29 (07/19/86)  960.5    (m)         3151.     (f) VERT ANG       
 SR1057
 SR1057.Superseded values are not recommended for survey control.
 SR1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1057.See file dsdata.txt to determine how the superseded data were derived.
 SR1057
 SR1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT2526709627(NAD 83)
 SR1057_MARKER: DD = SURVEY DISK
 SR1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1057
 SR1057  HISTORY     - Date     Condition        Report By
 SR1057  HISTORY     - 1962     MONUMENTED       USGS
 SR1057  HISTORY     - 1972     GOOD             NGS
 SR1057  HISTORY     - 1972     GOOD             USGS
 SR1057
 SR1057                          STATION DESCRIPTION
 SR1057
 SR1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1057'THE STATION IS LOCATED 15 MILES EAST OF WINNETT, 6 MILES SOUTHWEST OF
 SR1057'THE CAT CREEK OIL FIELD, AND 1 MILE SOUTH OF STATE HIGHWAY 200 ON
 SR1057'THE HIGHEST POINT OF A BARREN RIDGE.
 SR1057'
 SR1057'TO REACH THE STATION FROM THE POST OFFICE IN WINNETT GO NORTH ON
 SR1057'STATE HIGHWAY 244 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 200.
 SR1057'TURN RIGHT AND GO EAST FOR 9.4 MILES ON STATE HIGHWAY 200 TO A
 SR1057'BRIDGE OVER BOX ELDER CREEK.  CONTINUE EAST FOR 7.1 MILES TO A SIDE
 SR1057'ROAD LEFT AND TRACK ROAD RIGHT AT THE TOP OF A GRADE.  TURN RIGHT
 SR1057'PASSING THRU A GATE ON THE TRACK ROAD AND HEAD SOUTH-SOUTHWEST
 SR1057'FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK SOUTHWESTERLY FOR
 SR1057'0.2 MILE TO A GATE.  PASS THRU THE GATE CONTINUING SOUTHWEST FOR 0.4
 SR1057'MILE TO A FORK.  KEEP THE RIGHT FORK FOR 0.05 MILE TO A DIM FORK.
 SR1057'TAKE THE VERY DIM TRACK ROAD RIGHT FOR 0.8 MILE TO WHERE THE ROAD
 SR1057'CURVES LEFT.  HERE LEAVE THE ROAD AND HEAD NORTH FOR 50 YARDS TO
 SR1057'THE HIGHEST POINT OF THE RIDGE AND THE MARK.
 SR1057'
 SR1057'THE STATION MARK IS A US GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 SR1057'CAT E T 1962 SET IN A PRECAST 8 INCH BY 8 INCH CONCRETE MONUMENT
 SR1057'THAT PROJECTS 8 INCHES ABOVE THE GROUND.
 SR1057'
 SR1057'REFERENCE MARK 1 IS A US GEOLOGICAL SURVEY REFERENCE MARK DISK
 SR1057'STAMPED CAT E T NO 1 1962 1967, SET IN A PRECAST 8 INCH BY 8 INCH
 SR1057'CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS
 SR1057'AT APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 SR1057
 SR1057                          STATION RECOVERY (1972)
 SR1057
 SR1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SR1057'THE STATION IS LOCATED S. 89 1/2 DEGREES E. ABOUT 13 MI. (AIRLINE)
 SR1057'FROM WINNETT, MONTANA, N. 87 DEGREES ABOUT 7 MI. (AIRLINE) FROM MOSBY,
 SR1057'MONTANA.  THE STATION IS LOCATED IN THE SW 1/4 OF SEC. 3, T. 14N., R.
 SR1057'29E., ON THE NORTHERN END AND HIGHEST POINT OF THE MOST PROMINENT
 SR1057'HILL IN THE AREA.
 SR1057'
 SR1057'STATION MARK--A STANDARD ALUMINUM TABLET SET IN THE TOP OF A CONCRETE
 SR1057'POST 8 IN. ABOVE GROUND STAMPED CAT E.T. 1962.  NO UNDERGROUND MARK.
 SR1057'
 SR1057'REFERENCE MARK 1--A STANDARD USGS ALUMINUM REF. MK. TABLET SET IN
 SR1057'CONCRETE POST 6 IN. ABOVE GROUND, AND IS STAMPED CAT E.T. 1962, 1967
 SR1057'NO. 1.
 SR1057'
 SR1057'REFERENCE MARK 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 SR1057'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT) CENTERED IN 6
 SR1057'IN. TILE 12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH GROUND, AND IS
 SR1057'STAMPED CAT E.T. 1967 NO. 2.
 SR1057'
 SR1057'THE DISTANCE BETWEEN REF. MK. 1 AND REF. MK. 2 IS 63.72 FT (19.422
 SR1057'METERS).
 SR1057'
 SR1057'PEN E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 SR1057'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0378 ***********************************************************************
 SP0378  DESIGNATION -  CAUSE TP
 SP0378  PID         -  SP0378
 SP0378  STATE/COUNTY-  MT/RICHLAND
 SP0378  USGS QUAD   -  INTAKE (1966)
 SP0378
 SP0378                         *CURRENT SURVEY CONTROL
 SP0378  ___________________________________________________________________
 SP0378* NAD 83(1992)-  47 22 27.71362(N)    104 30 12.27714(W)     ADJUSTED  
 SP0378* NAVD 88     -       725.9    (meters)    2382.     (feet)  VERTCON   
 SP0378  ___________________________________________________________________
 SP0378  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 SP0378  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 SP0378
 SP0378  HORZ ORDER  -  THIRD
 SP0378
 SP0378.The horizontal coordinates were established by classical geodetic methods
 SP0378.and adjusted by the National Geodetic Survey in July 1992..
 SP0378
 SP0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0378
 SP0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0378
 SP0378.The geoid height was determined by GEOID03.
 SP0378
 SP0378;                    North         East     Units Scale Factor Converg.
 SP0378;SPC MT       -   359,197.335   976,880.651   MT  0.99941254   +3 39 18.1
 SP0378;SPC MT       - 1,178,468.95  3,204,989.01   iFT  0.99941254   +3 39 18.1
 SP0378;UTM  13      - 5,246,886.828   537,488.965   MT  0.99961727   +0 21 55.4
 SP0378
 SP0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0378!SPC MT       -   0.99988880  x   0.99941254  =   0.99930140
 SP0378!UTM  13      -   0.99988880  x   0.99961727  =   0.99950611
 SP0378
 SP0378:                Primary Azimuth Mark                     Grid Az
 SP0378:SPC MT       -  CEDAR ET                                 327 07 51.8
 SP0378:UTM  13      -  CEDAR ET                                 330 25 14.5
 SP0378
 SP0378|---------------------------------------------------------------------|
 SP0378| PID    Reference Object                     Distance      Geod. Az  |
 SP0378|                                                           dddmmss.s |
 SP0378| SP0377 CEDAR ET                            APPROX.10.7 KM 3304709.9 |
 SP0378|---------------------------------------------------------------------|
 SP0378
 SP0378                          SUPERSEDED SURVEY CONTROL
 SP0378
 SP0378  NAD 83(1986)-  47 22 27.71052(N)    104 30 12.26806(W) AD(       ) 3
 SP0378  NAD 27      -  47 22 27.65699(N)    104 30 10.44942(W) AD(       ) 3
 SP0378  NGVD 29 (07/19/86)  725.4    (m)         2380.     (f) VERT ANG       
 SP0378
 SP0378.Superseded values are not recommended for survey control.
 SP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0378.See file dsdata.txt to determine how the superseded data were derived.
 SP0378
 SP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN3748946887(NAD 83)
 SP0378_MARKER: W = UNMONUMENTED
 SP0378_SETTING: 0 = UNSPECIFIED SETTING
 SP0378
 SP0378  HISTORY     - Date     Condition        Report By
 SP0378  HISTORY     - 1966     MONUMENTED       USGS
 SP0378
 SP0378                          STATION DESCRIPTION
 SP0378
 SP0378'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SP0378'UNMARKED TURNING POINT.
 SP0378'
 SP0378'NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0055 ***********************************************************************
 TK0055  DESIGNATION -  CC 274
 TK0055  PID         -  TK0055
 TK0055  STATE/COUNTY-  MT/PHILLIPS
 TK0055  USGS QUAD   -  COBURG (1964)
 TK0055
 TK0055                         *CURRENT SURVEY CONTROL
 TK0055  ___________________________________________________________________
 TK0055* NAD 83(1986)-  48 24 28.     (N)    108 24 40.     (W)     SCALED    
 TK0055* NAVD 88     -       700.894  (meters)    2299.52   (feet)  ADJUSTED  
 TK0055  ___________________________________________________________________
 TK0055  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TK0055  DYNAMIC HT  -         700.975 (meters)    2299.78  (feet)  COMP
 TK0055  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 TK0055
 TK0055  VERT ORDER  -  SECOND    CLASS 0
 TK0055
 TK0055.The horizontal coordinates were scaled from a topographic map and have
 TK0055.an estimated accuracy of +/- 6 seconds.
 TK0055
 TK0055.The orthometric height was determined by differential leveling
 TK0055.and adjusted by the National Geodetic Survey in June 1991..
 TK0055
 TK0055.The geoid height was determined by GEOID03.
 TK0055
 TK0055.The dynamic height is computed by dividing the NAVD 88
 TK0055.geopotential number by the normal gravity value computed on the
 TK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0055.degrees latitude (g = 980.6199 gals.).
 TK0055
 TK0055.The modeled gravity was interpolated from observed gravity values.
 TK0055
 TK0055;                    North         East    Units  Estimated Accuracy
 TK0055;SPC MT       -   462,580.      680,590.      MT  (+/- 180 meters Scaled)
 TK0055
 TK0055                          SUPERSEDED SURVEY CONTROL
 TK0055
 TK0055  NGVD 29 (??/??/92)  700.151  (m)         2297.08   (f) ADJ UNCH    2 0
 TK0055
 TK0055.Superseded values are not recommended for survey control.
 TK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0055.See file dsdata.txt to determine how the superseded data were derived.
 TK0055
 TK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU915648(NAD 83)
 TK0055_MARKER: DB = BENCH MARK DISK
 TK0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0055_STAMPING: CC 274 1935
 TK0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0055+STABILITY: SURFACE MOTION
 TK0055
 TK0055  HISTORY     - Date     Condition        Report By
 TK0055  HISTORY     - 1935     MONUMENTED       CGS
 TK0055  HISTORY     - 1964     MARK NOT FOUND   NGS
 TK0055
 TK0055                          STATION DESCRIPTION
 TK0055
 TK0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0055'8.6 MI SW FROM DODSON.
 TK0055'8.6 MILES SOUTHWEST OF DEPOT 8.6 MILES WEST ALONG U. S. HIGHWAY 2 FROM
 TK0055'DODSON, PHILLIPS COUNTY, AT THE PHILLIPS-BLAINE COUNTY LINE, AT THE
 TK0055'JUNCTION OF A T-ROAD LEADING NORTH, 45 FEET NORTH OF THE CENTER LINE
 TK0055'OF THE HIGHWAY, 48 FEET SOUTH OF POWER-TRANSMISSION LINE POLE 173-8,
 TK0055'AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED CC 274 1935 AND
 TK0055'SET IN THE TOP OF A CONCRETE POST.  NOTE-- SITE OF NEW CANAL
 TK0055'CONSTRUCTION.
 TK0055
 TK0055                          STATION RECOVERY (1964)
 TK0055
 TK0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TK0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0343 ***********************************************************************
 TN0343  DESIGNATION -  CC 470
 TN0343  PID         -  TN0343
 TN0343  STATE/COUNTY-  MT/LINCOLN
 TN0343  USGS QUAD   -  LIBBY (1983)
 TN0343
 TN0343                         *CURRENT SURVEY CONTROL
 TN0343  ___________________________________________________________________
 TN0343* NAD 83(1986)-  48 23 55.     (N)    115 33 39.     (W)     SCALED    
 TN0343* NAVD 88     -       630.457  (meters)    2068.42   (feet)  ADJUSTED  
 TN0343  ___________________________________________________________________
 TN0343  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 TN0343  DYNAMIC HT  -         630.495 (meters)    2068.55  (feet)  COMP
 TN0343  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 TN0343
 TN0343  VERT ORDER  -  FIRST     CLASS II
 TN0343
 TN0343.The horizontal coordinates were scaled from a topographic map and have
 TN0343.an estimated accuracy of +/- 6 seconds.
 TN0343
 TN0343.The orthometric height was determined by differential leveling
 TN0343.and adjusted by the National Geodetic Survey in June 1991..
 TN0343
 TN0343.The geoid height was determined by GEOID03.
 TN0343
 TN0343.The dynamic height is computed by dividing the NAVD 88
 TN0343.geopotential number by the normal gravity value computed on the
 TN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0343.degrees latitude (g = 980.6199 gals.).
 TN0343
 TN0343.The modeled gravity was interpolated from observed gravity values.
 TN0343
 TN0343;                    North         East    Units  Estimated Accuracy
 TN0343;SPC MT       -   478,350.      151,790.      MT  (+/- 180 meters Scaled)
 TN0343
 TN0343                          SUPERSEDED SURVEY CONTROL
 TN0343
 TN0343  NGVD 29 (??/??/92)  629.278  (m)         2064.56   (f) ADJ UNCH    1 2
 TN0343
 TN0343.Superseded values are not recommended for survey control.
 TN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0343.See file dsdata.txt to determine how the superseded data were derived.
 TN0343
 TN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP065616(NAD 83)
 TN0343_MARKER: DB = BENCH MARK DISK
 TN0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0343_SP_SET: BRIDGE
 TN0343_STAMPING: CC 470 1944
 TN0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TN0343+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 TN0343
 TN0343  HISTORY     - Date     Condition        Report By
 TN0343  HISTORY     - 1944     MONUMENTED       CGS
 TN0343  HISTORY     - 1971     GOOD             BPR
 TN0343  HISTORY     - 1980     GOOD             NGS
 TN0343  HISTORY     - 20021107 GOOD             BPA
 TN0343
 TN0343                          STATION DESCRIPTION
 TN0343
 TN0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TN0343'0.6 MI W FROM LIBBY.
 TN0343'0.6 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0343'LIBBY, LINCOLN COUNTY, AT BALLAST DECK BRIDGE NO. 189, IN THE TOP OF
 TN0343'THE EAST END OF THE SOUTH HEADWALL, 7 FEET SOUTH OF THE SOUTH RAIL OF
 TN0343'THE MAIN TRACK, 0.5 FOOT SOUTHEAST OF THE EAST CORNER POST OF THE
 TN0343'GUARDRAIL, AND 0.5 FOOT BELOW THE LEVEL OF THE RAIL.  AN IRON
 TN0343'BENCH-MARK DISK, STAMPED CC 470 1944.
 TN0343
 TN0343                          STATION RECOVERY (1971)
 TN0343
 TN0343'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0343'RECOVERED IN GOOD CONDITION.
 TN0343
 TN0343                          STATION RECOVERY (1980)
 TN0343
 TN0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0343'0.7 KILOMETERS (0.45 MILE) NORTHEAST ALONG STATE HIGHWAY 37 FROM THE
 TN0343'JNUCTION OF US HIGHWAY 2 IN LIBBY, THENCE 0.8 KILOMETERS (0.5 MILE)
 TN0343'NORTHWEST ALONG WEST SECOND STREET, SET 0.5 METER (1.5 FEET)
 TN0343'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE
 TN0343'RAILROAD BRIDGE OVER FLOWER CREEK, 2.1 METERS (6.7 FEET) SOUTHWEST
 TN0343'OF THE SOUTHWEST RAIL OF THE MAIN TRACK.
 TN0343'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 TN0343
 TN0343                          STATION RECOVERY (2002)
 TN0343
 TN0343'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 2002 (MSS)
 TN0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0268 ***********************************************************************
 QV0268  DESIGNATION -  CD 1
 QV0268  PID         -  QV0268
 QV0268  STATE/COUNTY-  MT/BIG HORN
 QV0268  USGS QUAD   -  HARDIN (1980)
 QV0268
 QV0268                         *CURRENT SURVEY CONTROL
 QV0268  ___________________________________________________________________
 QV0268* NAD 83(1986)-  45 44 10.     (N)    107 35 30.     (W)     SCALED    
 QV0268* NAVD 88     -       881.519  (meters)    2892.12   (feet)  ADJUSTED  
 QV0268  ___________________________________________________________________
 QV0268  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 QV0268  DYNAMIC HT  -         881.353 (meters)    2891.57  (feet)  COMP
 QV0268  MODELED GRAV-     980,398.3   (mgal)                       NAVD 88
 QV0268
 QV0268  VERT ORDER  -  FIRST     CLASS II
 QV0268
 QV0268.The horizontal coordinates were scaled from a topographic map and have
 QV0268.an estimated accuracy of +/- 6 seconds.
 QV0268
 QV0268.The orthometric height was determined by differential leveling
 QV0268.and adjusted by the National Geodetic Survey in June 1991..
 QV0268
 QV0268.The geoid height was determined by GEOID03.
 QV0268
 QV0268.The dynamic height is computed by dividing the NAVD 88
 QV0268.geopotential number by the normal gravity value computed on the
 QV0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0268.degrees latitude (g = 980.6199 gals.).
 QV0268
 QV0268.The modeled gravity was interpolated from observed gravity values.
 QV0268
 QV0268;                    North         East    Units  Estimated Accuracy
 QV0268;SPC MT       -   166,970.      748,460.      MT  (+/- 180 meters Scaled)
 QV0268
 QV0268                          SUPERSEDED SURVEY CONTROL
 QV0268
 QV0268  NGVD 29 (??/??/92)  880.83   (m)         2889.9    (f) COMPUTED    1 2
 QV0268
 QV0268.Superseded values are not recommended for survey control.
 QV0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0268.See file dsdata.txt to determine how the superseded data were derived.
 QV0268
 QV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL983679(NAD 83)
 QV0268_MARKER: P = PIPE CAP
 QV0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QV0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QV0268_STAMPING: CD 1
 QV0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0268
 QV0268  HISTORY     - Date     Condition        Report By
 QV0268  HISTORY     - UNK      MONUMENTED       BOR
 QV0268  HISTORY     - 1957     GOOD             NGS
 QV0268
 QV0268                          STATION DESCRIPTION
 QV0268
 QV0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0268'0.7 MI NE FROM HARDIN.
 QV0268'ABOUT 0.7 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0268'RAILROAD FROM THE STATION AT HARDIN, 162 FEET SOUTHEAST AND ACROSS THE
 QV0268'TRACK FROM MILEPOST 783, 146 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 QV0268'206 FEET SOUTH-SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 34 FEET
 QV0268'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE
 QV0268'CORNER POST, ABOUT 4 FEET BELOW THE TRACK, A CAP ON A 2-INCH IRON PIPE
 QV0268'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0698 ***********************************************************************
 TN0698  DESIGNATION -  CEDAR
 TN0698  PID         -  TN0698
 TN0698  STATE/COUNTY-  MT/LINCOLN
 TN0698  USGS QUAD   -  LIBBY (1983)
 TN0698
 TN0698                         *CURRENT SURVEY CONTROL
 TN0698  ___________________________________________________________________
 TN0698* NAD 83(1992)-  48 25 21.95952(N)    115 36 37.19306(W)     ADJUSTED  
 TN0698* NAVD 88     -       645.546  (meters)    2117.93   (feet)  ADJUSTED  
 TN0698  ___________________________________________________________________
 TN0698  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 TN0698  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 TN0698  DYNAMIC HT  -         645.588 (meters)    2118.07  (feet)  COMP
 TN0698  MODELED GRAV-     980,656.1   (mgal)                       NAVD 88
 TN0698
 TN0698  HORZ ORDER  -  SECOND
 TN0698  VERT ORDER  -  FIRST     CLASS II
 TN0698
 TN0698.The horizontal coordinates were established by classical geodetic methods
 TN0698.and adjusted by the National Geodetic Survey in July 1992..
 TN0698
 TN0698.The orthometric height was determined by differential leveling
 TN0698.and adjusted by the National Geodetic Survey in June 1991..
 TN0698
 TN0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0698
 TN0698.The geoid height was determined by GEOID03.
 TN0698
 TN0698.The dynamic height is computed by dividing the NAVD 88
 TN0698.geopotential number by the normal gravity value computed on the
 TN0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0698.degrees latitude (g = 980.6199 gals.).
 TN0698
 TN0698.The modeled gravity was interpolated from observed gravity values.
 TN0698
 TN0698;                    North         East     Units Scale Factor Converg.
 TN0698;SPC MT       -   481,313.072   148,347.711   MT  0.99969718   -4 28 11.0
 TN0698;SPC MT       - 1,579,111.13    486,705.09   iFT  0.99969718   -4 28 11.0
 TN0698;UTM  11      - 5,364,223.488   602,812.056   MT  0.99972987   +1 02 22.7
 TN0698
 TN0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0698!SPC MT       -   0.99990137  x   0.99969718  =   0.99959858
 TN0698!UTM  11      -   0.99990137  x   0.99972987  =   0.99963127
 TN0698
 TN0698:                Primary Azimuth Mark                     Grid Az
 TN0698:SPC MT       -  CEDAR AZ MK                              050 53 43.3
 TN0698:UTM  11      -  CEDAR AZ MK                              045 23 09.6
 TN0698
 TN0698|---------------------------------------------------------------------|
 TN0698| PID    Reference Object                     Distance      Geod. Az  |
 TN0698|                                                           dddmmss.s |
 TN0698| CH6638 CEDAR AZ MK                                        0462532.3 |
 TN0698| TN0699 CEDAR RM 1                           10.390 METERS 23238     |
 TN0698| TN0700 CEDAR RM 2                           14.725 METERS 31851     |
 TN0698|---------------------------------------------------------------------|
 TN0698
 TN0698                          SUPERSEDED SURVEY CONTROL
 TN0698
 TN0698  NAD 83(1986)-  48 25 21.97276(N)    115 36 37.19825(W) AD(       ) 2
 TN0698  NAD 27      -  48 25 22.15065(N)    115 36 33.59535(W) AD(       ) 2
 TN0698  NGVD 29 (07/19/86)  644.4    (m)         2114.     (f) VERT ANG       
 TN0698
 TN0698.Superseded values are not recommended for survey control.
 TN0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0698.See file dsdata.txt to determine how the superseded data were derived.
 TN0698
 TN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0281264223(NAD 83)
 TN0698_MARKER: DS = TRIANGULATION STATION DISK
 TN0698_SETTING: 80 = SET IN A BOULDER
 TN0698_SP_SET: BOULDER
 TN0698_STAMPING: CEDAR 1959
 TN0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0698+STABILITY: SURFACE MOTION
 TN0698
 TN0698  HISTORY     - Date     Condition        Report By
 TN0698  HISTORY     - 1959     MONUMENTED       CGS
 TN0698  HISTORY     - 1963     GOOD             USGS
 TN0698  HISTORY     - 1980     GOOD             NGS
 TN0698  HISTORY     - 1980     GOOD             NGS
 TN0698
 TN0698                          STATION DESCRIPTION
 TN0698
 TN0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0698'STATION IS LOCATED ABOUT 2-3/4 MILES WEST AND 2-1/4 MILES NORTH
 TN0698'OF LIBBY, 1 MILE SOUTHEAST OF THE CONFLUENCE OF CEDAR CREEK
 TN0698'WITH THE KOOTENAI RIVER, 0.2 MILE SOUTHWEST OF THE KOOTENAI
 TN0698'RIVER, NEAR THE CENTER OF SECTION 30, T 31 N, R 31 W, ON A
 TN0698'WOODED SIDE HILL ABOUT 20 FEET HIGHER THAN THE HIGHWAY.
 TN0698'
 TN0698'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 TN0698'37, IN LIBBY, GO NORTHWESTERLY ON U.S. HIGHWAY 2 FOR 3.6 MILES
 TN0698'TO A TRIANGLE BLAZED TELEPHONE LINE POLE ON THE RIGHT JUST
 TN0698'BEFORE REACHING A WOODS ROAD LEFT AND THE STATION AS DESCRIBED.
 TN0698'
 TN0698'TO REACH THE AZIMUTH MARK FROM THE NORTHEAST END OF THE KOOTENAI
 TN0698'RIVER BRIDGE IN LIBBY, GO NORTHWESTERLY ALONG THE NORTHEAST
 TN0698'SIDE OF THE KOOTENAI RIVER ON GRAVELED ROAD FOR 3.4 MILES TO
 TN0698'A SMALL WOODEN BRIDGE OVER PIPE CREEK.  CONTINUE NORTHWEST
 TN0698'FOR 0.35 MILE TO A SIDE ROAD LEFT.  CONTINUE FOR ABOUT 30 YARDS
 TN0698'TO A CATTLEGUARD ON THE LEFT.  TURN LEFT, CROSSING CATTLEGUARD,
 TN0698'AND FOLLOW FARM ROAD SOUTHWEST FOR 0.15 MILE TO THE MARK ON THE
 TN0698'LEFT ABOUT 0.1 MILE BEFORE REACHING A FARM HOUSE.
 TN0698'
 TN0698'STATION MARK IS A STANDARD DISK, STAMPED CEDAR 1959, CEMENTED
 TN0698'IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER FLUSH WITH THE SURROUNDING
 TN0698'SURFACE.  IT IS 142 FEET SOUTH OF THE INTERSECTION OF THE
 TN0698'CENTER LINES OF WOODS ROAD AND HIGHWAY, 88 FEET SOUTHWEST OF
 TN0698'THE HIGHWAY CENTER, 62 FEET SOUTHWEST OF THE TOP EDGE OF THE
 TN0698'HIGHWAY CUT, 60 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE AND
 TN0698'45 FEET SOUTH OF THE HIGHEST PART OF A LARGE ROCK OUTCROPPING.
 TN0698'
 TN0698'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1959,
 TN0698'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING
 TN0698'4 INCHES.  IT IS 96 FEET SOUTHWEST OF THE TOP EDGE OF THE ROAD
 TN0698'CUT AND 71 FEET SOUTH OF THE POWER LINE POLE.
 TN0698'
 TN0698'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1959,
 TN0698'CEMENTED IN A DRILL HOLE IN A 3 X 5 FOOT BOULDER PROJECTING
 TN0698'2 FEET.  IT IS 58 FEET SOUTHWEST OF THE TOP EDGE OF THE ROAD
 TN0698'CUT AND 13 FEET SOUTH OF THE POWER LINE POLE.
 TN0698'
 TN0698'AZIMUTH MARK IS A STANDARD DISK, STAMPED CEDAR 1959, SET IN THE
 TN0698'TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 4 INCHES.
 TN0698'IT IS 81 FEET NORTHEAST OF A POWER LINE SERVICE POLE, 11 FEET
 TN0698'SOUTHEAST OF THE FARM ROAD CENTER AND 1 FOOT NORTHWEST OF A
 TN0698'NORTHEAST - SOUTHWEST FENCELINE.
 TN0698
 TN0698                          STATION RECOVERY (1963)
 TN0698
 TN0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JRM)
 TN0698'STATION MARK- STANDARD USC AND GS DISK, STAMPED -CEDAR 1959,- CEMENTED
 TN0698'IN DRILL HOLE IN 2 X 3 FOOT BOULDER.
 TN0698
 TN0698                          STATION RECOVERY (1980)
 TN0698
 TN0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (BWM)
 TN0698'TRIANGULATION STATION RECOVERED ON THIS DATE AS DESCRIBED.
 TN0698
 TN0698                          STATION RECOVERY (1980)
 TN0698
 TN0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0698'5.7 KM NW FROM LIBBY.
 TN0698'5.7 KILOMETERS (3.5 MILES) NORTHWEST ALONG US HIGHWAY 2 FROM THE
 TN0698'JUNCTION OF STATE HIGHWAY 37 IN LIBBY, ON TOP OF A BEDROCK HIGHWAY
 TN0698'CUT, SET IN TOP OF A 2 X 3 FOOT BOULDER FLUSH WITH GROUND, 43.3
 TN0698'METERS (142 FEET) SOUTH OF THE INTERSECTION OF THE CENTERLINES OF
 TN0698'THE HIGHWAY AND A GRAVEL ROAD LEADING WEST THROUGH WOODS, 26.8 METERS
 TN0698'(88.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.9 METERS
 TN0698'(62.0 FEET) SOUTHWEST OFFTHE NORTHEAST EDGE OF THE HIGHWAY CUT,
 TN0698'18.3 METERS (60.0 FEET) SOUTH OF A POWER LINE POLE.
 TN0698'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0476 ***********************************************************************
 SQ0476  DESIGNATION -  CEDAR
 SQ0476  PID         -  SQ0476
 SQ0476  STATE/COUNTY-  MT/GARFIELD
 SQ0476  USGS QUAD   -  NORVILLE CREEK (1972)
 SQ0476
 SQ0476                         *CURRENT SURVEY CONTROL
 SQ0476  ___________________________________________________________________
 SQ0476* NAD 83(1992)-  47 52 21.15261(N)    106 29 13.67408(W)     ADJUSTED  
 SQ0476* NAVD 88     -       791.3    (meters)    2596.     (feet)  VERTCON   
 SQ0476  ___________________________________________________________________
 SQ0476  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 SQ0476  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 SQ0476
 SQ0476  HORZ ORDER  -  FIRST
 SQ0476
 SQ0476.The horizontal coordinates were established by classical geodetic methods
 SQ0476.and adjusted by the National Geodetic Survey in July 1992..
 SQ0476
 SQ0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0476
 SQ0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0476
 SQ0476.The geoid height was determined by GEOID03.
 SQ0476
 SQ0476;                    North         East     Units Scale Factor Converg.
 SQ0476;SPC MT       -   406,862.987   825,222.602   MT  0.99950546   +2 12 14.1
 SQ0476;SPC MT       - 1,334,852.32  2,707,423.23   iFT  0.99950546   +2 12 14.1
 SQ0476;UTM  13      - 5,303,204.456   388,794.925   MT  0.99975196   -1 06 11.0
 SQ0476
 SQ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0476!SPC MT       -   0.99987859  x   0.99950546  =   0.99938411
 SQ0476!UTM  13      -   0.99987859  x   0.99975196  =   0.99963058
 SQ0476
 SQ0476|---------------------------------------------------------------------|
 SQ0476| PID    Reference Object                     Distance      Geod. Az  |
 SQ0476|                                                           dddmmss.s |
 SQ0476| CQ5269 CEDAR RM 1                           22.720 METERS 04256     |
 SQ0476| CQ5270 CEDAR RM 2                           30.611 METERS 13408     |
 SQ0476| CQ5268 CEDAR AZ MK                                        2084908.1 |
 SQ0476|---------------------------------------------------------------------|
 SQ0476
 SQ0476                          SUPERSEDED SURVEY CONTROL
 SQ0476
 SQ0476  NAD 83(1986)-  47 52 21.15008(N)    106 29 13.66269(W) AD(       ) 1
 SQ0476  NAD 27      -  47 52 21.10300(N)    106 29 11.52100(W) AD(       ) 1
 SQ0476  NGVD 29 (07/19/86)  790.7    (m)         2594.     (f) VERT ANG       
 SQ0476
 SQ0476.Superseded values are not recommended for survey control.
 SQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0476.See file dsdata.txt to determine how the superseded data were derived.
 SQ0476
 SQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP8879503204(NAD 83)
 SQ0476_MARKER: DS = TRIANGULATION STATION DISK
 SQ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0476
 SQ0476  HISTORY     - Date     Condition        Report By
 SQ0476  HISTORY     - 1934     MONUMENTED       CGS
 SQ0476  HISTORY     - 1948     GOOD             CGS
 SQ0476
 SQ0476                          STATION DESCRIPTION
 SQ0476
 SQ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0476'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF HAXBY POST
 SQ0476'OFFICE AND 9 MILES SOUTH OF FORT PECK DAM AND IS ON THE
 SQ0476'HIGHEST POINT OF THE HIGHEST RIDGE OF THE DIVIDE BETWEEN
 SQ0476'THE MISSOURI RIVER ON THE WEST AND BIG DRY CREEK ON THE EAST.
 SQ0476'IT IS IN SEC. 31, T. 25 N., R. 41 E.
 SQ0476'
 SQ0476'TO REACH THE STATION FROM HAXBY POST OFFICE GO NORTH AND
 SQ0476'WEST ON THE MAIN ROAD 3.4 MILES TO A GATE AND MAIL BOX (BARTHE)
 SQ0476'ON THE LEFT SIDE OF THE ROAD.  HERE LEAVE THE MAIN ROAD, PASS
 SQ0476'THROUGH GATE, TAKE THE RIGHT FORK AND GO WEST 0.6 MILE TO A
 SQ0476'GATE.  PASS THROUGH GATE, TAKE LEFT FORK AND GO WEST 1.6
 SQ0476'MILES TO THE STAKER RANCH.  GO WESTERLY AND NORTHERLY ALONG
 SQ0476'THE RIDGE ON THE MAIN ROAD WHICH TURNS NORTH 0.1 MILE WEST
 SQ0476'OF THE RANCH BUILDINGS 1.7 MILES TO SEVERAL CROSS TRACKS.
 SQ0476'TAKE THE RIGHT FORK NORTHWEST ALONG THE HIGHEST PART OF THE
 SQ0476'DIVIDE AND GO 0.8 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD
 SQ0476'ON THE LEFT FORK AND GO 0.1 MILE.  (STATION STAKER IS 30
 SQ0476'YARDS NORTHEAST OF THE CENTER LINE OF THE ROAD AT THIS
 SQ0476'POINT).  CONTINUE 0.7 MILE TO A FORK.  TAKE THE RIGHT
 SQ0476'FORK ALONG THE RIM AND GO 0.6 MILE TO A POINT WHERE THE
 SQ0476'ROAD BEARS TO THE LEFT AND GOES OVER THE RIM.  HERE LEAVE
 SQ0476'THE ROAD AND GO NORTH ALONG RIDGE AND ACROSS COUNTRY TO
 SQ0476'HIGHEST POINT OF RIDGE 0.9 MILE TO STATION.
 SQ0476'
 SQ0476'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SQ0476'BRONZE DISKS SET AS DESCRIBED IN CONCRETE.
 SQ0476'
 SQ0476'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND PROJECTS
 SQ0476'5 INCHES.
 SQ0476'
 SQ0476'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND PROJECTS
 SQ0476'4 INCHES.
 SQ0476'
 SQ0476'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION AND IS
 SQ0476'IN A PROMINENT WHITE BOULDER ON THE NORTH SLOPE OF THE FIRST
 SQ0476'RIDGE SOUTH OF THE STATION.
 SQ0476'
 SQ0476'THE STATION MARK PROJECTS 4 INCHES.
 SQ0476'
 SQ0476'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 SQ0476
 SQ0476                          STATION RECOVERY (1948)
 SQ0476
 SQ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0476'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 SQ0476'TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 SQ0476'
 SQ0476'STATION IS LOCATED ABOUT 9 MILES SOUTH OF FORT PECK, ABOUT
 SQ0476'8 MILES NORTH OF THE HAXBY POST OFFICE, ABOUT 1 MILE EAST OF
 SQ0476'THE MISSOURI RIVER, ON THE HIGHEST POINT OF THE RIDGE OF
 SQ0476'THE DIVIDE BETWEEN THE MISSOURI RIVER ON THE WEST AND THE
 SQ0476'BIG DRY CREEK ON THE EAST.
 SQ0476'
 SQ0476'TO REACH STATION, CONTACT THE U.S. ARMY ENGINEERS ABOUT
 SQ0476'TRANSPORTATION.  LANDING ON THE EAST BANK OF THE MISSOURI
 SQ0476'RIVER, GO EAST-SOUTHEAST FOR APPROXIMATELY 1 MILE ON A DIM
 SQ0476'TRAIL TO THE HIGHEST RIDGE IN VICINITY AND THE STATION.
 SQ0476'
 SQ0476'STATION IS 9 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 SQ0476'STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SQ0476'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 SQ0476'CEDAR 1934.
 SQ0476'
 SQ0476'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SQ0476'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0476'4 INCHES, AND THE DISK IS STAMPED CEDAR NO 1 1934.
 SQ0476'
 SQ0476'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SQ0476'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 SQ0476'PROJECTS 2 INCHES, AND THE DISK IS STAMPED CEDAR NO 2 1934.
 SQ0476'
 SQ0476'AZIMUTH MARK IS 0.3 MILE FROM THE STATION ON A PROMINENT
 SQ0476'WHITE BOWLDER ON THE NORTH SLOPE OF THE FIRST RIDGE SOUTH OF
 SQ0476'THE STATION.  IT IS A STANDARD AZIMUTH MARK DISK SET IN THE
 SQ0476'TOP OF A LARGE BOULDER.  THE MARK PROJECTS 1 FOOT, AND THE
 SQ0476'DISK IS STAMPED CEDAR 1934.
 SQ0476'
 SQ0476'GILBERT 1934, MOSS (U.S.E.), POINTER (U.S.E.), SKUNK, R 14 R
 SQ0476'(U.S.E.), FORT PECK 1934, SOUTHSIDE 1934 WILL SEE FROM A 4-FOOT
 SQ0476'STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0473 ***********************************************************************
 TK0473  DESIGNATION -  CEDAR
 TK0473  PID         -  TK0473
 TK0473  STATE/COUNTY-  MT/BLAINE
 TK0473  USGS QUAD   -  RATTLESNAKE (1987)
 TK0473
 TK0473                         *CURRENT SURVEY CONTROL
 TK0473  ___________________________________________________________________
 TK0473* NAD 83(1992)-  48 04 45.32277(N)    109 06 36.80525(W)     ADJUSTED  
 TK0473* NAVD 88     -      1089.1    (meters)    3573.     (feet)  VERTCON   
 TK0473  ___________________________________________________________________
 TK0473  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TK0473  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 TK0473
 TK0473  HORZ ORDER  -  THIRD
 TK0473
 TK0473.The horizontal coordinates were established by classical geodetic methods
 TK0473.and adjusted by the National Geodetic Survey in July 1992..
 TK0473
 TK0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0473
 TK0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0473
 TK0473.The geoid height was determined by GEOID03.
 TK0473
 TK0473;                    North         East     Units Scale Factor Converg.
 TK0473;SPC MT       -   425,576.806   629,029.905   MT  0.99956647   +0 17 06.4
 TK0473;SPC MT       - 1,396,249.36  2,063,746.41   iFT  0.99956647   +0 17 06.4
 TK0473;UTM  12      - 5,326,836.704   640,750.054   MT  0.99984342   +1 24 22.9
 TK0473
 TK0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0473!SPC MT       -   0.99983168  x   0.99956647  =   0.99939823
 TK0473!UTM  12      -   0.99983168  x   0.99984342  =   0.99967513
 TK0473
 TK0473:                Primary Azimuth Mark                     Grid Az
 TK0473:SPC MT       -  VA 26                                    147 11 26.0
 TK0473:UTM  12      -  VA 26                                    146 04 09.5
 TK0473
 TK0473|---------------------------------------------------------------------|
 TK0473| PID    Reference Object                     Distance      Geod. Az  |
 TK0473|                                                           dddmmss.s |
 TK0473| TK0472 VA 26                               APPROX. 5.1 KM 1472832.4 |
 TK0473|---------------------------------------------------------------------|
 TK0473
 TK0473                          SUPERSEDED SURVEY CONTROL
 TK0473
 TK0473  NAD 83(1986)-  48 04 45.32176(N)    109 06 36.78496(W) AD(       ) 3
 TK0473  NAD 27      -  48 04 45.36801(N)    109 06 34.17816(W) AD(       ) 3
 TK0473  NGVD 29 (07/19/86) 1088.3    (m)         3571.     (f) VERT ANG       
 TK0473
 TK0473.Superseded values are not recommended for survey control.
 TK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0473.See file dsdata.txt to determine how the superseded data were derived.
 TK0473
 TK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU4075026837(NAD 83)
 TK0473_MARKER: DD = SURVEY DISK
 TK0473_SETTING: 0 = UNSPECIFIED SETTING
 TK0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0473
 TK0473  HISTORY     - Date     Condition        Report By
 TK0473  HISTORY     - 1955     MONUMENTED       USGS
 TK0473
 TK0473                          STATION DESCRIPTION
 TK0473
 TK0473'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0473'STATION IS LOCATED ABOUT 12 MI. S. AND 2 MI. E. OF CLEVELAND.
 TK0473'
 TK0473'TO REACH FROM LLOYD, GO S. 4.2 MI. TO Y-RD., THENCE LEFT 1.7 MI. TO
 TK0473'Y-RD., THENCE LEFT E. 1.9 MI. TO T-RD., THENCE RIGHT SE. 9.2 MI. TO
 TK0473'RANCH BUILDINGS, THENCE STRAIGHT AHEAD 0.8 MI. TO Y-RD., THENCE RIGHT
 TK0473'S. 5.0 MI. TO SCHOOL BUILDING ON THE LEFT.  STATION LIES 0.5 MI. TO
 TK0473'RIGHT W. OF RD. ON HIGHEST POINT OF TOP.
 TK0473'
 TK0473'STATION MARK - STANDARD USGS TABLET WELDED ON A PIPE PROJECTING 1 FT.
 TK0473'ABOVE GROUND SURFACE STAMPED ---CEDAR 1955---.
 TK0473'
 TK0473'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN A TREE STUMP 48.95 FT.
 TK0473'FROM STATION, N 82 DEG 15 MIN W.
 TK0473'
 TK0473'REFERENCE MARK NO.2 -CHISELED CROSS ON A BOULDER 34.70 FT. FROM
 TK0473'STATION, N 54 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0504 ***********************************************************************
 RT0504  DESIGNATION -  CEDAR
 RT0504  PID         -  RT0504
 RT0504  STATE/COUNTY-  MT/CUSTER
 RT0504  USGS QUAD   -  KINSEY NW (1969)
 RT0504
 RT0504                         *CURRENT SURVEY CONTROL
 RT0504  ___________________________________________________________________
 RT0504* NAD 83(1992)-  46 41 06.81072(N)    105 39 01.88877(W)     ADJUSTED  
 RT0504* NAVD 88     -       936.     (meters)    3071.     (feet)  SCALED    
 RT0504  ___________________________________________________________________
 RT0504  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 RT0504  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RT0504
 RT0504  HORZ ORDER  -  FIRST
 RT0504
 RT0504.The horizontal coordinates were established by classical geodetic methods
 RT0504.and adjusted by the National Geodetic Survey in July 1992..
 RT0504
 RT0504.The orthometric height was scaled from a topographic map.
 RT0504
 RT0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0504
 RT0504.The geoid height was determined by GEOID03.
 RT0504
 RT0504;                    North         East     Units Scale Factor Converg.
 RT0504;SPC MT       -   277,836.567   894,198.159   MT  0.99940887   +2 48 57.3
 RT0504;SPC MT       -   911,537.29  2,933,720.99   iFT  0.99940887   +2 48 57.3
 RT0504;UTM  13      - 5,170,390.775   450,253.843   MT  0.99963042   -0 28 24.0
 RT0504
 RT0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0504!SPC MT       -   0.99985588  x   0.99940887  =   0.99926484
 RT0504!UTM  13      -   0.99985588  x   0.99963042  =   0.99948636
 RT0504
 RT0504:                Primary Azimuth Mark                     Grid Az
 RT0504:SPC MT       -  CEDAR RM 3 AZIMUTH                       046 54 36.6
 RT0504:UTM  13      -  CEDAR RM 3 AZIMUTH                       050 11 57.9
 RT0504
 RT0504|---------------------------------------------------------------------|
 RT0504| PID    Reference Object                     Distance      Geod. Az  |
 RT0504|                                                           dddmmss.s |
 RT0504| CQ8040 CEDAR RM 3 AZIMUTH                                 0494333.9 |
 RT0504| CQ8041 CEDAR RM 1                           14.050 METERS 06409     |
 RT0504| CQ8042 CEDAR RM 2                           17.585 METERS 15605     |
 RT0504|---------------------------------------------------------------------|
 RT0504
 RT0504                          SUPERSEDED SURVEY CONTROL
 RT0504
 RT0504  NAD 83(1986)-  46 41 06.80130(N)    105 39 01.85075(W) AD(       ) 1
 RT0504  NAD 27      -  46 41 06.78300(N)    105 38 59.85000(W) AD(       ) 1
 RT0504
 RT0504.Superseded values are not recommended for survey control.
 RT0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0504.See file dsdata.txt to determine how the superseded data were derived.
 RT0504
 RT0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM5025470391(NAD 83)
 RT0504_MARKER: DS = TRIANGULATION STATION DISK
 RT0504_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RT0504_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 RT0504
 RT0504  HISTORY     - Date     Condition        Report By
 RT0504  HISTORY     - 1934     MONUMENTED       CGS
 RT0504
 RT0504                          STATION DESCRIPTION
 RT0504
 RT0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0504'STATION IS LOCATED ON THE HIGHEST POINT IN THE CENTER OF A HIGH,
 RT0504'MESA-LIKE GROUP OF HILLS KNOWN AS CEDAR HILLS, LYING ABOUT 8
 RT0504'MILES SOUTHWEST OF SAUGUS AND ABOUT 30 MILES NORTHEAST OF MILES
 RT0504'CITY.  IT IS ON THE DIVIDE BETWEEN CUSTER CREEK AND THE
 RT0504'YELLOWSTONE RIVER, THE HIGHEST POINT IN THE VICINITY.
 RT0504'
 RT0504'TO REACH FROM MILES CITY POST OFFICE, GO NORTHWEST ON THE
 RT0504'JORDAN ROAD 2.2 MILES, TURN RIGHT AND GO 5.7 MILES, TURN RIGHT
 RT0504'AND GO 0.9 MILE, TURN RIGHT WHERE SIGN SAYS KINSEY, GO 1.9 MILES,
 RT0504'TURN RIGHT, GO 7.6 MILES, TAKE RIGHT FORK AND GO 1.3 MILES,
 RT0504'TAKE RIGHT FORK AND GO 0.7 MILE, TAKE LEFT FORK AT SIGN READING
 RT0504'(MILES CITY, 32 MILES), GO 0.2 MILE, TAKE RIGHT FORK 4.5 MILES,
 RT0504'TAKE LEFT FORK GO 0.7 MILE, TAKE LEFT FORK AT TWO FENCE
 RT0504'CORNERS, GO 0.3 MILE, TAKE LEFT FORK AT CROSSROADS AND GO 0.3
 RT0504'MILE, PASS THROUGH GATE, TAKE RIGHT FORK, GO TO RED BARN, PASS
 RT0504'TO RIGHT OF RED BARN THROUGH BARNYARD AND GO 0.1 MILE, TAKE
 RT0504'RIGHT FORK AND GO UPSTREAM 2.8 MILES TO LARGE SHEEP CORRAL,
 RT0504'PASS THROUGH GATE AND GO 0.7 MILE, TAKE LEFT FORK GO 0.3
 RT0504'MILE TO GATE, CONTINUE 0.3 MILE.  TAKE RIGHT FORK AND GO
 RT0504'0.5 MILE TO LOG HOUSE, CONTINUE WEST 0.4 MILE, TAKE LEFT
 RT0504'FORK AT GATE AND GO 0.1 MILE, TAKE RIGHT FORK GO 1.9 MILES
 RT0504'TO TOP OF HILL, TURN RIGHT AND FOLLOW DIM TRACKS DUE WEST
 RT0504'0.2 MILE TO END OF TRUCK TRAVEL, PACK DUE WEST TO STATION.
 RT0504'
 RT0504'AZIMUTH IS IN IRON PIPE 6 INCHES ABOVE GROUND ABOUT 95 FEET
 RT0504'NORTH OF DIM ROAD AND TOP OF HILL, ABOUT 1-1/4 MILES EAST OF
 RT0504'STATION.
 RT0504'
 RT0504'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 RT0504'IN CONCRETE IN CLAY TILE PIPES IMBEDDED IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0502 ***********************************************************************
 RT0502  DESIGNATION -  CEDAR ET
 RT0502  PID         -  RT0502
 RT0502  STATE/COUNTY-  MT/PRAIRIE
 RT0502  USGS QUAD   -  MC CLOUD (1972)
 RT0502
 RT0502                         *CURRENT SURVEY CONTROL
 RT0502  ___________________________________________________________________
 RT0502* NAD 83(1992)-  46 55 31.83039(N)    105 30 03.82209(W)     ADJUSTED  
 RT0502* NAVD 88     -       899.5    (meters)    2951.     (feet)  VERTCON   
 RT0502  ___________________________________________________________________
 RT0502  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 RT0502  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 RT0502
 RT0502  HORZ ORDER  -  THIRD
 RT0502
 RT0502.The horizontal coordinates were established by classical geodetic methods
 RT0502.and adjusted by the National Geodetic Survey in July 1992..
 RT0502
 RT0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0502
 RT0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0502
 RT0502.The geoid height was determined by GEOID03.
 RT0502
 RT0502;                    North         East     Units Scale Factor Converg.
 RT0502;SPC MT       -   305,069.613   904,248.852   MT  0.99939379   +2 55 30.9
 RT0502;SPC MT       - 1,000,884.56  2,966,695.71   iFT  0.99939379   +2 55 30.9
 RT0502;UTM  13      - 5,197,008.030   461,853.616   MT  0.99961788   -0 21 57.6
 RT0502
 RT0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0502!SPC MT       -   0.99986157  x   0.99939379  =   0.99925544
 RT0502!UTM  13      -   0.99986157  x   0.99961788  =   0.99947950
 RT0502
 RT0502:                Primary Azimuth Mark                     Grid Az
 RT0502:SPC MT       -  GROOT                                    134 55 28.5
 RT0502:UTM  13      -  GROOT                                    138 12 57.0
 RT0502
 RT0502|---------------------------------------------------------------------|
 RT0502| PID    Reference Object                     Distance      Geod. Az  |
 RT0502|                                                           dddmmss.s |
 RT0502| RT0487 GROOT                               APPROX.14.3 KM 1375059.4 |
 RT0502|---------------------------------------------------------------------|
 RT0502
 RT0502                          SUPERSEDED SURVEY CONTROL
 RT0502
 RT0502  NAD 83(1986)-  46 55 31.81874(N)    105 30 03.79305(W) AD(       ) 3
 RT0502  NAD 27      -  46 55 31.79310(N)    105 30 01.81468(W) AD(       ) 3
 RT0502  NGVD 29 (07/19/86)  898.9    (m)         2949.     (f) VERT ANG       
 RT0502
 RT0502.Superseded values are not recommended for survey control.
 RT0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0502.See file dsdata.txt to determine how the superseded data were derived.
 RT0502
 RT0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM6185497008(NAD 83)
 RT0502_MARKER: DD = SURVEY DISK
 RT0502_SETTING: 0 = UNSPECIFIED SETTING
 RT0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0502
 RT0502  HISTORY     - Date     Condition        Report By
 RT0502  HISTORY     - 1972     MONUMENTED       USGS
 RT0502
 RT0502                          STATION DESCRIPTION
 RT0502
 RT0502'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0502'STATION IS APPROXIMATELY 13 MI. N. 45 DEGREES W. OF TERRY, MONTANA,
 RT0502'NEAR THE END OF A NW-SE. RIDGE.
 RT0502'
 RT0502'TO REACH THE STATION FROM THE POST OFFICE IN TERRY, GO N. 1 BLOCK,
 RT0502'TURN RIGHT AND GO E. ALONG SPRING STREET 0.5 MI. TO MONTANA
 RT0502'SECONDARY HIGHWAY 253, TURN LEFT AND GO N. AND NW. 15.15 MI. TO A
 RT0502'GRAVEL RD. LEADING N. AND A TRACK RD. S., TURN LEFT AND GO S.
 RT0502'CROSSING DAM 0.25 MI. TO TRACK RD. SW., TURN RIGHT AND GO
 RT0502'SOUTHWESTERLY ON TRACK RD. 0.45 MI., TURN LEFT ACROSS COUNTRY AND
 RT0502'GO SOUTHWESTERLY AND THEN SOUTHEASTERLY UP TO TOP OF RIDGE FOR 0.90
 RT0502'MI. AND STATION.
 RT0502'
 RT0502'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN TOP OF CONCRETE
 RT0502'POST, AND STAMPED ---CEDAR ET 1972---.
 RT0502'
 RT0502'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0377 ***********************************************************************
 SP0377  DESIGNATION -  CEDAR ET
 SP0377  PID         -  SP0377
 SP0377  STATE/COUNTY-  MT/DAWSON
 SP0377  USGS QUAD   -  ALLARD RANCH (1966)
 SP0377
 SP0377                         *CURRENT SURVEY CONTROL
 SP0377  ___________________________________________________________________
 SP0377* NAD 83(1992)-  47 27 30.04329(N)    104 34 21.61545(W)     ADJUSTED  
 SP0377* NAVD 88     -       828.7    (meters)    2719.     (feet)  VERTCON   
 SP0377  ___________________________________________________________________
 SP0377  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 SP0377  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 SP0377
 SP0377  HORZ ORDER  -  THIRD
 SP0377
 SP0377.The horizontal coordinates were established by classical geodetic methods
 SP0377.and adjusted by the National Geodetic Survey in July 1992..
 SP0377
 SP0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0377
 SP0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0377
 SP0377.The geoid height was determined by GEOID03.
 SP0377
 SP0377;                    North         East     Units Scale Factor Converg.
 SP0377;SPC MT       -   368,179.345   971,076.796   MT  0.99942287   +3 36 15.7
 SP0377;SPC MT       - 1,207,937.48  3,185,947.49   iFT  0.99942287   +3 36 15.7
 SP0377;UTM  13      - 5,256,188.913   532,209.038   MT  0.99961275   +0 18 53.5
 SP0377
 SP0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0377!SPC MT       -   0.99987271  x   0.99942287  =   0.99929565
 SP0377!UTM  13      -   0.99987271  x   0.99961275  =   0.99948551
 SP0377
 SP0377:                Primary Azimuth Mark                     Grid Az
 SP0377:SPC MT       -  CAUSE TP                                 147 07 50.6
 SP0377:UTM  13      -  CAUSE TP                                 150 25 12.8
 SP0377
 SP0377|---------------------------------------------------------------------|
 SP0377| PID    Reference Object                     Distance      Geod. Az  |
 SP0377|                                                           dddmmss.s |
 SP0377| SP0378 CAUSE TP                            APPROX.10.7 KM 1504406.3 |
 SP0377|---------------------------------------------------------------------|
 SP0377
 SP0377                          SUPERSEDED SURVEY CONTROL
 SP0377
 SP0377  NAD 83(1986)-  47 27 30.03972(N)    104 34 21.60812(W) AD(       ) 3
 SP0377  NAD 27      -  47 27 29.98575(N)    104 34 19.77999(W) AD(       ) 3
 SP0377  NGVD 29 (07/19/86)  828.1    (m)         2717.     (f) VERT ANG       
 SP0377
 SP0377.Superseded values are not recommended for survey control.
 SP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0377.See file dsdata.txt to determine how the superseded data were derived.
 SP0377
 SP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN3220956189(NAD 83)
 SP0377_MARKER: DD = SURVEY DISK
 SP0377_SETTING: 0 = UNSPECIFIED SETTING
 SP0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0377
 SP0377  HISTORY     - Date     Condition        Report By
 SP0377  HISTORY     - 1966     MONUMENTED       USGS
 SP0377
 SP0377                          STATION DESCRIPTION
 SP0377
 SP0377'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SP0377'STATION IS 12 MI. NNW. OF INTAKE, ON E. END OF DIVIDE BETWEEN
 SP0377'THE S. FORK AND THE MIDDLE FORK OF BURNS CREEK, AND IN THE SW. CORNER
 SP0377'OF SEC. 27, T 20 N, R 56 E.
 SP0377'
 SP0377'TO REACH FROM THE CHURCH AND SCHOOL AT INTAKE, GO 0.3 MI. NE. ON
 SP0377'STATE HIGHWAY 16 TO GRAVEL RD. LEFT, GO 11.0 MI. NW. AND N. ON
 SP0377'GRAVEL RD. TO T-RD. W., WHICH IS 0.1 MI. N. OF BRIDGE OVER S. FORK
 SP0377'OF BURNS CREEK, GO 2.0 MI. LEFT (NW.) PAST BURNS CREEK SCHOOL TO
 SP0377'CURVE LEFT AND DIM TRACK RD. RIGHT, GO 0.7 MI. NW. AND N. ON DIM
 SP0377'TRACK RD. TO E-W. TRACK RD., GO RIGHT 2.2 MI. E. AND N. TO TOP OF
 SP0377'DIVIDE AND STATION, ABOUT 250 FT. NE. OF TRACK RD. AND 15 FT. SE.
 SP0377'OF LONE CEDAR BUSH.
 SP0377'
 SP0377'STATION MARK--STANDARD ALUMINUM TABLET, SET IN CONCRETE POST
 SP0377'PROJECTING 0.2 FT., AND STAMPED ---CEDAR-ET 1966---.
 SP0377'
 SP0377'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0618 ***********************************************************************
 ST0618  DESIGNATION -  CEDAR LOOKOUT
 ST0618  PID         -  ST0618
 ST0618  STATE/COUNTY-  MT/LAKE
 ST0618  USGS QUAD   -  CEDAR LAKE (1994)
 ST0618
 ST0618                         *CURRENT SURVEY CONTROL
 ST0618  ___________________________________________________________________
 ST0618* NAD 83(1992)-  47 40 04.93190(N)    113 56 13.87253(W)     ADJUSTED  
 ST0618* NAVD 88     -                                                        
 ST0618  ___________________________________________________________________
 ST0618  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 ST0618  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 ST0618
 ST0618  HORZ ORDER  -  THIRD
 ST0618
 ST0618.The horizontal coordinates were established by classical geodetic methods
 ST0618.and adjusted by the National Geodetic Survey in July 1992..
 ST0618
 ST0618
 ST0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0618
 ST0618.The geoid height was determined by GEOID03.
 ST0618
 ST0618;                    North         East     Units Scale Factor Converg.
 ST0618;SPC MT       -   389,236.014   267,113.389   MT  0.99945809   -3 14 45.0
 ST0618;SPC MT       - 1,277,021.04    876,356.26   iFT  0.99945809   -3 14 45.0
 ST0618;UTM  12      - 5,283,584.719   279,506.061   MT  1.00019748   -2 10 19.9
 ST0618;UTM  11      - 5,283,950.061   729,923.868   MT  1.00024968   +2 15 54.7
 ST0618
 ST0618                          SUPERSEDED SURVEY CONTROL
 ST0618
 ST0618  NAD 83(1986)-  47 40 04.94475(N)    113 56 13.86686(W) AD(       ) 4
 ST0618  NAD 27      -  47 40 05.16461(N)    113 56 10.49780(W) AD(       ) 3
 ST0618
 ST0618.Superseded values are not recommended for survey control.
 ST0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0618.See file dsdata.txt to determine how the superseded data were derived.
 ST0618
 ST0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT7950683585(NAD 83)
 ST0618
 ST0618  HISTORY     - Date     Condition        Report By
 ST0618  HISTORY     - UNK      MONUMENTED
 ST0618  HISTORY     - 1940     SEE DESCRIPTION  CGS
 ST0618
 ST0618                          STATION DESCRIPTION
 ST0618
 ST0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0618'CEDAR FOREST SERVICE LOOKOUT HOUSE IS IN THE FLATHEAD NATIONAL
 ST0618'FOREST ON A BARE PEAK, 10-1/2 MILES E OF POLSON, 11 MILES
 ST0618'NW OF CONDON RANGER STATION AND 6 MILES SE OF FLATHEAD LAKE
 ST0618'IN THE MISSION RANGE OF MOUNTAINS.  THE CENTER OF THE HOUSE
 ST0618'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0699 ***********************************************************************
 TN0699  DESIGNATION -  CEDAR RM 1
 TN0699  PID         -  TN0699
 TN0699  STATE/COUNTY-  MT/LINCOLN
 TN0699  USGS QUAD   -  LIBBY (1983)
 TN0699
 TN0699                         *CURRENT SURVEY CONTROL
 TN0699  ___________________________________________________________________
 TN0699* NAD 83(1986)-  48 25 21.     (N)    115 36 38.     (W)     SCALED    
 TN0699* NAVD 88     -       648.016  (meters)    2126.03   (feet)  ADJUSTED  
 TN0699  ___________________________________________________________________
 TN0699  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 TN0699  DYNAMIC HT  -         648.058 (meters)    2126.17  (feet)  COMP
 TN0699  MODELED GRAV-     980,656.2   (mgal)                       NAVD 88
 TN0699
 TN0699  VERT ORDER  -  FIRST     CLASS II
 TN0699
 TN0699.The horizontal coordinates were scaled from a topographic map and have
 TN0699.an estimated accuracy of +/- 6 seconds.
 TN0699
 TN0699.The orthometric height was determined by differential leveling
 TN0699.and adjusted by the National Geodetic Survey in June 1991..
 TN0699
 TN0699.The geoid height was determined by GEOID03.
 TN0699
 TN0699.The dynamic height is computed by dividing the NAVD 88
 TN0699.geopotential number by the normal gravity value computed on the
 TN0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0699.degrees latitude (g = 980.6199 gals.).
 TN0699
 TN0699.The modeled gravity was interpolated from observed gravity values.
 TN0699
 TN0699;                    North         East    Units  Estimated Accuracy
 TN0699;SPC MT       -   481,290.      148,330.      MT  (+/- 180 meters Scaled)
 TN0699
 TN0699                          SUPERSEDED SURVEY CONTROL
 TN0699
 TN0699.No superseded survey control is available for this station.
 TN0699
 TN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP027641(NAD 83)
 TN0699_MARKER: DR = REFERENCE MARK DISK
 TN0699_SETTING: 80 = SET IN A BOULDER
 TN0699_SP_SET: BOULDER
 TN0699_STAMPING: CEDAR 1959 NO 1
 TN0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0699+STABILITY: SURFACE MOTION
 TN0699
 TN0699  HISTORY     - Date     Condition        Report By
 TN0699  HISTORY     - 1959     MONUMENTED       CGS
 TN0699  HISTORY     - 1980     GOOD             NGS
 TN0699
 TN0699                          STATION DESCRIPTION
 TN0699
 TN0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0699'5.7 KM NW FROM LIBBY.
 TN0699'5.7 KILOMETERS (3.5 MILES) NORTHWEST ALONG US HIGHWAY 2 FROM THE
 TN0699'JUNCTION OF STATE HIGHWAY 37 IN LIBBY, ON TOP OF A BEDROCK HIGHWAY
 TN0699'CUT, SET IN TOP OF A 2 X 3 FOOT BOULDER PROJECTING 10 CENTIMETERS
 TN0699'(4 INCHES) , 29.3 METERS (96.0 FEET) SOUTHWEST OF THE NORTHEAST EDGE
 TN0699'OF THE CUT, 21.7 METERS (71.0 FEET) SOUTH OF A POWER LINE POLE,
 TN0699'10.4 METERS (34.0 FEET) SOUTHWEST OF TRIANGULATION STATION CEDAR.
 TN0699'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0700 ***********************************************************************
 TN0700  DESIGNATION -  CEDAR RM 2
 TN0700  PID         -  TN0700
 TN0700  STATE/COUNTY-  MT/LINCOLN
 TN0700  USGS QUAD   -  LIBBY (1983)
 TN0700
 TN0700                         *CURRENT SURVEY CONTROL
 TN0700  ___________________________________________________________________
 TN0700* NAD 83(1986)-  48 25 21.     (N)    115 36 38.     (W)     SCALED    
 TN0700* NAVD 88     -       645.945  (meters)    2119.24   (feet)  ADJUSTED  
 TN0700  ___________________________________________________________________
 TN0700  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 TN0700  DYNAMIC HT  -         645.987 (meters)    2119.38  (feet)  COMP
 TN0700  MODELED GRAV-     980,656.2   (mgal)                       NAVD 88
 TN0700
 TN0700  VERT ORDER  -  FIRST     CLASS II
 TN0700
 TN0700.The horizontal coordinates were scaled from a topographic map and have
 TN0700.an estimated accuracy of +/- 6 seconds.
 TN0700
 TN0700.The orthometric height was determined by differential leveling
 TN0700.and adjusted by the National Geodetic Survey in June 1991..
 TN0700
 TN0700.The geoid height was determined by GEOID03.
 TN0700
 TN0700.The dynamic height is computed by dividing the NAVD 88
 TN0700.geopotential number by the normal gravity value computed on the
 TN0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0700.degrees latitude (g = 980.6199 gals.).
 TN0700
 TN0700.The modeled gravity was interpolated from observed gravity values.
 TN0700
 TN0700;                    North         East    Units  Estimated Accuracy
 TN0700;SPC MT       -   481,290.      148,330.      MT  (+/- 180 meters Scaled)
 TN0700
 TN0700                          SUPERSEDED SURVEY CONTROL
 TN0700
 TN0700.No superseded survey control is available for this station.
 TN0700
 TN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP027641(NAD 83)
 TN0700_MARKER: DR = REFERENCE MARK DISK
 TN0700_SETTING: 80 = SET IN A BOULDER
 TN0700_SP_SET: BOULDER
 TN0700_STAMPING: CEDAR NO 2 1959
 TN0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0700+STABILITY: SURFACE MOTION
 TN0700
 TN0700  HISTORY     - Date     Condition        Report By
 TN0700  HISTORY     - 1959     MONUMENTED       CGS
 TN0700  HISTORY     - 1980     GOOD             NGS
 TN0700
 TN0700                          STATION DESCRIPTION
 TN0700
 TN0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0700'5.7 KM NW FROM LIBBY.
 TN0700'5.7 KILOMETERS (3.5 MILES) NORTHWEST ALONG US HIGHWAY 2 FROM THE
 TN0700'JUNCTION OF STATE HIGHWAY 37 IN LIBBY, ON TOP OF A BEDROCK HIGHWAY
 TN0700'CUT, SET IN TOP OF A 3 X 5 FOOT BOULDER PROJECTING 0.6 METER (2.0
 TN0700'FEET) , 17.7 METERS (58 FEET) SOUTHWEST OF THE NORTHEAST EDGE OF
 TN0700'THE CUT, 14.7 METERS (48.3 FEET) NORTHWEST OF TRIANGUALTION STATION
 TN0700'CEDAR, 4.0 METER (13 FEET) SOUTH OF A POWER LINE POLE.
 TN0700'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0493 ***********************************************************************
 TK0493  DESIGNATION -  CENTENNIAL MTN
 TK0493  PID         -  TK0493
 TK0493  STATE/COUNTY-  MT/CHOUTEAU
 TK0493  USGS QUAD   -  CENTENNIAL MOUNTAIN (1984)
 TK0493
 TK0493                         *CURRENT SURVEY CONTROL
 TK0493  ___________________________________________________________________
 TK0493* NAD 83(1992)-  48 12 33.63577(N)    109 50 12.59524(W)     ADJUSTED  
 TK0493* NAVD 88     -      1770.8    (meters)    5810.     (feet)  VERTCON   
 TK0493  ___________________________________________________________________
 TK0493  LAPLACE CORR-           9.72  (seconds)                    DEFLEC99
 TK0493  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 TK0493
 TK0493  HORZ ORDER  -  THIRD
 TK0493
 TK0493.The horizontal coordinates were established by classical geodetic methods
 TK0493.and adjusted by the National Geodetic Survey in July 1992..
 TK0493
 TK0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0493
 TK0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0493
 TK0493.The geoid height was determined by GEOID03.
 TK0493
 TK0493;                    North         East     Units Scale Factor Converg.
 TK0493;SPC MT       -   440,017.206   574,975.453   MT  0.99961165   -0 14 47.0
 TK0493;SPC MT       - 1,443,626.00  1,886,402.40   iFT  0.99961165   -0 14 47.0
 TK0493;UTM  12      - 5,340,222.324   586,414.832   MT  0.99969175   +0 52 02.3
 TK0493
 TK0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0493!SPC MT       -   0.99972488  x   0.99961165  =   0.99933664
 TK0493!UTM  12      -   0.99972488  x   0.99969175  =   0.99941671
 TK0493
 TK0493:                Primary Azimuth Mark                     Grid Az
 TK0493:SPC MT       -  SQUARE BUTTE                             334 15 30.2
 TK0493:UTM  12      -  SQUARE BUTTE                             333 08 40.9
 TK0493
 TK0493|---------------------------------------------------------------------|
 TK0493| PID    Reference Object                     Distance      Geod. Az  |
 TK0493|                                                           dddmmss.s |
 TK0493| TK0495 SQUARE BUTTE                        APPROX.14.9 KM 3340043.2 |
 TK0493|---------------------------------------------------------------------|
 TK0493
 TK0493                          SUPERSEDED SURVEY CONTROL
 TK0493
 TK0493  NAD 83(1986)-  48 12 33.63488(N)    109 50 12.57780(W) AD(       ) 3
 TK0493  NAD 27      -  48 12 33.68641(N)    109 50 09.85118(W) AD(       ) 3
 TK0493  NGVD 29 (07/19/86) 1769.9    (m)         5807.     (f) VERT ANG       
 TK0493
 TK0493.Superseded values are not recommended for survey control.
 TK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0493.See file dsdata.txt to determine how the superseded data were derived.
 TK0493
 TK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU8641540222(NAD 83)
 TK0493
 TK0493  HISTORY     - Date     Condition        Report By
 TK0493  HISTORY     - 1957     MONUMENTED       USGS
 TK0493  HISTORY     - 1959     GOOD             USGS
 TK0493
 TK0493                          STATION DESCRIPTION
 TK0493
 TK0493'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TK0493'STATION LOCATED ABOUT 13 MI. E. AND 2 MI. N. OF BIG SANDY AND ON
 TK0493'HIGHEST POINT OF CENTENNIAL MOUNTAIN.
 TK0493'
 TK0493'TO REACH FROM THE ROCKY BOY INDIAN AGENCY, PROCEED ON MOUNTAIN RD. SW.
 TK0493'FOR 2.3 MI. TO Y-RD., THEN LEFT S. ON COUNTY RD. 1.9 MI. TO SIGN
 TK0493'---CENTENNIAL MOUNTAIN--- AT T-RD.  TAKE RIGHT RD. LEAVING MOUNTAIN
 TK0493'RD. UP STEEP SWITCHBACK RD. 2.4 MI. TO STATION ON HIGHEST POINT OF
 TK0493'MOUNTAIN.  MARK IS 9 FT. E. OF INDIAN RESERVATION BOUNDARY FENCE.
 TK0493'
 TK0493'RECOVERED.
 TK0493'
 TK0493'STATION MARK - STANDARD USGS TABLET CEMENTED IN DRILL HOLE IN ROCK
 TK0493'OUTCROP STAMPED ---CENT.MTN.,1957 VABM 5806---.
 TK0493'
 TK0493'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN
 TK0493'ROCK OUTCROP, 30.90 FT. FROM STATION MARK, N 64 DEG 01 MIN E.
 TK0493'
 TK0493'REFERENCE MARK NO.2 - CHISELED CROSS ON ROCK OUTCROP 13.85 FT. FROM
 TK0493'STATION MARK, S 13 DEG 04 MIN W.
 TK0493'
 TK0493'CENTER OF TV. TOWER NO.1, NEAR SMALL BUILDING, 145 FT. FROM STATION
 TK0493'MARK, N 37 DEG 59 MIN E.
 TK0493'
 TK0493'CENTER OF TV. TOWER NO.2, NEAR SMALL BUILDING, 690 FT. FROM STATION
 TK0493'MARK, S 62 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0498 ***********************************************************************
 ST0498  DESIGNATION -  CENTER
 ST0498  PID         -  ST0498
 ST0498  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0498  USGS QUAD   -  BOWMANS CORNERS (1962)
 ST0498
 ST0498                         *CURRENT SURVEY CONTROL
 ST0498  ___________________________________________________________________
 ST0498* NAD 83(1992)-  47 15 42.93886(N)    112 09 34.57246(W)     ADJUSTED  
 ST0498* NAVD 88     -      1534.0    (meters)    5033.     (feet)  VERTCON   
 ST0498  ___________________________________________________________________
 ST0498  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 ST0498  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 ST0498
 ST0498  HORZ ORDER  -  SECOND
 ST0498
 ST0498.The horizontal coordinates were established by classical geodetic methods
 ST0498.and adjusted by the National Geodetic Survey in July 1992..
 ST0498
 ST0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0498
 ST0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0498
 ST0498.The geoid height was determined by GEOID03.
 ST0498
 ST0498;                    North         East     Units Scale Factor Converg.
 ST0498;SPC MT       -   338,094.233   398,870.878   MT  0.99940208   -1 56 43.8
 ST0498;SPC MT       - 1,109,233.05  1,308,631.49   iFT  0.99940208   -1 56 43.8
 ST0498;UTM  12      - 5,234,923.892   412,272.707   MT  0.99969458   -0 51 06.3
 ST0498
 ST0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0498!SPC MT       -   0.99976174  x   0.99940208  =   0.99916397
 ST0498!UTM  12      -   0.99976174  x   0.99969458  =   0.99945640
 ST0498
 ST0498:                Primary Azimuth Mark                     Grid Az
 ST0498:SPC MT       -  MOUNTAIN STS TEL MICROWAVE MST           029 54 54.8
 ST0498:UTM  12      -  MOUNTAIN STS TEL MICROWAVE MST           028 49 17.3
 ST0498
 ST0498|---------------------------------------------------------------------|
 ST0498| PID    Reference Object                     Distance      Geod. Az  |
 ST0498|                                                           dddmmss.s |
 ST0498| ST0493 MOUNTAIN STS TEL MICROWAVE MST      APPROX.13.6 KM 0275811.0 |
 ST0498| CN4112 CENTER RM 1                           9.507 METERS 20353     |
 ST0498| CN4113 CENTER RM 2                          10.461 METERS 28940     |
 ST0498|---------------------------------------------------------------------|
 ST0498
 ST0498                          SUPERSEDED SURVEY CONTROL
 ST0498
 ST0498  NAD 83(1986)-  47 15 42.94375(N)    112 09 34.55539(W) AD(       ) 2
 ST0498  NAD 27      -  47 15 43.13810(N)    112 09 31.52290(W) AD(       ) 2
 ST0498  NGVD 29 (07/19/86) 1533.0    (m)         5030.     (f) VERT ANG       
 ST0498
 ST0498.Superseded values are not recommended for survey control.
 ST0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0498.See file dsdata.txt to determine how the superseded data were derived.
 ST0498
 ST0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1227334924(NAD 83)
 ST0498_MARKER: Z = SEE DESCRIPTION
 ST0498_SETTING: 0 = UNSPECIFIED SETTING
 ST0498
 ST0498  HISTORY     - Date     Condition        Report By
 ST0498  HISTORY     - 1961     MONUMENTED       CGS
 ST0498
 ST0498                          STATION DESCRIPTION
 ST0498
 ST0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0498'THE STATION IS ABOUT 2 MILES SOUTH OF BOWMAN CORNER, ON THE
 ST0498'HIGHEST POINT OF A PROMINENT, ROCKY AND PARTIALLY GRASS COVERED
 ST0498'HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 ST0498'
 ST0498'TO REACH THE STATION FROM BOWMAN CORNER, GO SOUTHEASTERLY
 ST0498'ON STATE HIGHWAY 287 FOR 1.85 MILES TO A GATE ON THE LEFT AND
 ST0498'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO NORTHWEST
 ST0498'FOR 0.25 MILE TO ANOTHER GATE.  PASS THROUGH THE GATE, BEAR
 ST0498'LEFT AND GO WEST AND SOUTHWEST ON A DIM TRACK ROAD, TOWARDS
 ST0498'THE HIGHEST POINT, FOR 0.6 MILE TO A GATE.  FROM THIS POINT PACK
 ST0498'SOUTHWEST UP STEEP SLOPE FOR 25 MINUTES, TO THE HIGHEST POINT
 ST0498'AND THE STATION.
 ST0498'
 ST0498'THE STATION MARK IS A UNITED STATES FOREST SERVICE DISK CEMENTED
 ST0498'IN A DRILL HOLE IN THE TOP OF A BOULDER 6 INCHES IN DIAMETER
 ST0498'AND PROJECTING 2 INCHES.  THE DISK IS STAMPED CENTER 1938.
 ST0498'
 ST0498'REFERENCE MARK 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 ST0498'2-INCH IRON PIPE PROJECTING 12 INCHES.  THE DISK IS STAMPED
 ST0498'CENTER USFS NO 1 1961.  IT IS ON THE SOUTHWEST SLOPE OF THE
 ST0498'HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 ST0498'
 ST0498'REFERENCE MARK 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 ST0498'2-INCH IRON PIPE PROJECTING 10 INCHES.  IT IS ON THE NORTHWEST
 ST0498'SLOPE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 ST0498'THE DISK IS STAMPED CENTER USFS NO 2 1961.
 ST0498'
 ST0498'TRIANGULATION STATION BOWMAN CAN BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1154 ***********************************************************************
 SR1154  DESIGNATION -  CENTER
 SR1154  PID         -  SR1154
 SR1154  STATE/COUNTY-  MT/CHOUTEAU
 SR1154  USGS QUAD   -  LAST CHANCE BENCH (1953)
 SR1154
 SR1154                         *CURRENT SURVEY CONTROL
 SR1154  ___________________________________________________________________
 SR1154* NAD 83(1992)-  47 42 34.85856(N)    109 54 40.88438(W)     ADJUSTED  
 SR1154* NAVD 88     -      1034.1    (meters)    3393.     (feet)  VERTCON   
 SR1154  ___________________________________________________________________
 SR1154  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 SR1154  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 SR1154
 SR1154  HORZ ORDER  -  FIRST
 SR1154
 SR1154.The horizontal coordinates were established by classical geodetic methods
 SR1154.and adjusted by the National Geodetic Survey in July 1992..
 SR1154
 SR1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1154
 SR1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1154
 SR1154.The geoid height was determined by GEOID03.
 SR1154
 SR1154;                    North         East     Units Scale Factor Converg.
 SR1154;SPC MT       -   384,513.376   569,147.128   MT  0.99946669   -0 18 03.3
 SR1154;SPC MT       - 1,261,526.82  1,867,280.60   iFT  0.99946669   -0 18 03.3
 SR1154;UTM  12      - 5,284,607.439   581,661.999   MT  0.99968195   +0 48 19.3
 SR1154
 SR1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1154!SPC MT       -   0.99984022  x   0.99946669  =   0.99930700
 SR1154!UTM  12      -   0.99984022  x   0.99968195  =   0.99952223
 SR1154
 SR1154|---------------------------------------------------------------------|
 SR1154| PID    Reference Object                     Distance      Geod. Az  |
 SR1154|                                                           dddmmss.s |
 SR1154| CQ5272 CENTER RM 1                          10.146 METERS 18614     |
 SR1154| CQ5271 CENTER AZ MK                                       2503406.3 |
 SR1154| CQ5273 CENTER RM 2                          15.108 METERS 26319     |
 SR1154|---------------------------------------------------------------------|
 SR1154
 SR1154                          SUPERSEDED SURVEY CONTROL
 SR1154
 SR1154  NAD 83(1986)-  47 42 34.85613(N)    109 54 40.86511(W) AD(       ) 1
 SR1154  NAD 27      -  47 42 34.92300(N)    109 54 38.16900(W) AD(       ) 1
 SR1154  NGVD 29 (07/19/86) 1033.3    (m)         3390.     (f) VERT ANG       
 SR1154
 SR1154.Superseded values are not recommended for survey control.
 SR1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1154.See file dsdata.txt to determine how the superseded data were derived.
 SR1154
 SR1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT8166284607(NAD 83)
 SR1154_MARKER: DS = TRIANGULATION STATION DISK
 SR1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1154
 SR1154  HISTORY     - Date     Condition        Report By
 SR1154  HISTORY     - 1949     MONUMENTED       CGS
 SR1154
 SR1154                          STATION DESCRIPTION
 SR1154
 SR1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1154'THE STATION IS LOCATED NEAR THE END OF A LARGE PLATEAU, ABOUT
 SR1154'7 MILES NORTH AND 16 MILES EAST OF GERALDINE, 43 FEET SOUTH
 SR1154'OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 11 FEET SOUTHWEST
 SR1154'OF A FENCE CORNER, 5 FEET WEST OF A WIRE FENCE, AND ON LAND
 SR1154'OWNED BY MR. JOHNNIE NELSON.
 SR1154'
 SR1154'TO REACH THE STATION FROM THE POST OFFICE IN FORT BENTON,
 SR1154'GO EAST ACROSS THE BRIDGE OVER THE MISSOURI RIVER AND CONTINUE
 SR1154'EAST ON THE MAIN ROAD TO GERALDINE FOR 7.8 MILES TO A ROAD
 SR1154'FORK, AND SIGN GERALDINE, CONTINUE STRAIGHT AHEAD, EAST, ON
 SR1154'THE LEFT ROAD FOR 12.85 MILES TO A CROSS ROAD, A TRACK ROAD
 SR1154'LEADING NORTH, A SIGN GERALDINE, TURN RIGHT, SOUTH, AND GO
 SR1154'ON THE MAIN ROAD FOR 2 MILES TO A CROSSROAD, TURN LEFT, EAST,
 SR1154'AND PROCEED ON THE MAIN ROAD FOR 6.15 MILES TO A T-ROAD
 SR1154'INTERSECTION, TURN RIGHT, SOUTH, AND GO FOR 2.15 MILES TO A SIDE
 SR1154'ROAD ON THE LEFT, TURN LEFT, EAST, AND GO ON THE MAIN
 SR1154'ROAD FOR 6.4 MILES, TURN RIGHT WITH THE MAIN ROAD AND GO
 SR1154'SOUTH FOR 0.5 MILE, TURN LEFT AND GO EAST AND SOUTH WITH
 SR1154'THE MAIN ROAD FOR 0.9 MILE TO A FENCE CORNER ON THE LEFT
 SR1154'AND THE MAIN ROAD TURNS TO THE LEFT, TURN LEFT, EASTERLY, AND
 SR1154'PROCEED ON THE MAIN ROAD DOWN AND ACROSS A COULEE FOR 1.4
 SR1154'MILES TO A FARM HOUSE ON THE LEFT, PROCEED TO THE RIGHT OF
 SR1154'THE FARM HOUSE AND CONTINUE ON THE MAIN ROAD FOR 2.1 MILES
 SR1154'TO A WIRE GATE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 SR1154'PASS THROUGH GATE AND CONTINUE ON THE MAIN ROAD FOR 0.4
 SR1154'MILE TO A FENCE CORNER ON THE RIGHT AND THE STATION AS
 SR1154'DESCRIBED.
 SR1154'
 SR1154'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SR1154'CENTER 1949.
 SR1154'
 SR1154'REFERENCE MARK NO. 1 IS 5 FEET WEST OF A WIRE FENCE.  THE
 SR1154'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CENTER NO 1 1949.
 SR1154'
 SR1154'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE APPROXIMATE
 SR1154'CENTERLINE OF A TRACK ROAD.  THE MARK PROJECTS 5 INCHES, AND
 SR1154'THE DISK IS STAMPED CENTER NO 2 1949.
 SR1154'
 SR1154'THE AZIMUTH MARK IS 0.4 MILE WEST-SOUTHWEST OF THE STATION,
 SR1154'25 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD,
 SR1154'AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES,
 SR1154'AND THE DISK IS STAMPED CENTER 1949.
 SR1154'
 SR1154'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SR1154'SQUARE CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0972 ***********************************************************************
 TM0972  DESIGNATION -  CENTER
 TM0972  PID         -  TM0972
 TM0972  STATE/COUNTY-  MT/GLACIER
 TM0972  USGS QUAD   -  DEL BONITA (1968)
 TM0972
 TM0972                         *CURRENT SURVEY CONTROL
 TM0972  ___________________________________________________________________
 TM0972* NAD 83(1992)-  48 59 18.63385(N)    112 46 08.04037(W)     ADJUSTED  
 TM0972* NAVD 88     -      1325.     (meters)    4347.     (feet)  SCALED    
 TM0972  ___________________________________________________________________
 TM0972  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 TM0972  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 TM0972
 TM0972  HORZ ORDER  -  THIRD
 TM0972
 TM0972.The horizontal coordinates were established by classical geodetic methods
 TM0972.and adjusted by the National Geodetic Survey in July 1992..
 TM0972
 TM0972.The orthometric height was scaled from a topographic map.
 TM0972
 TM0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0972
 TM0972.The geoid height was determined by GEOID03.
 TM0972
 TM0972;                    North         East     Units Scale Factor Converg.
 TM0972;SPC MT       -   531,581.354   360,824.832   MT  0.99999295   -2 23 28.4
 TM0972;SPC MT       - 1,744,033.31  1,183,808.50   iFT  0.99999295   -2 23 28.4
 TM0972;UTM  12      - 5,427,686.016   370,591.251   MT  0.99980573   -1 20 05.8
 TM0972
 TM0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0972!SPC MT       -   0.99979468  x   0.99999295  =   0.99978763
 TM0972!UTM  12      -   0.99979468  x   0.99980573  =   0.99960045
 TM0972
 TM0972:                Primary Azimuth Mark                     Grid Az
 TM0972:SPC MT       -  BOUNDARY MON 309 CD US                   032 00 05.4
 TM0972:UTM  12      -  BOUNDARY MON 309 CD US                   030 56 42.8
 TM0972
 TM0972|---------------------------------------------------------------------|
 TM0972| PID    Reference Object                     Distance      Geod. Az  |
 TM0972|                                                           dddmmss.s |
 TM0972| TM0375 BOUNDARY MON 309 CD US              APPROX. 1.3 KM 0293637.0 |
 TM0972|---------------------------------------------------------------------|
 TM0972
 TM0972                          SUPERSEDED SURVEY CONTROL
 TM0972
 TM0972  NAD 83(1986)-  48 59 18.63949(N)    112 46 08.03669(W) AD(       ) 3
 TM0972
 TM0972.Superseded values are not recommended for survey control.
 TM0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0972.See file dsdata.txt to determine how the superseded data were derived.
 TM0972
 TM0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV7059127686(NAD 83)
 TM0972_MARKER: H = DRILL HOLE
 TM0972_SETTING: 80 = SET IN A BOULDER
 TM0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0972+STABILITY: SURFACE MOTION
 TM0972
 TM0972  HISTORY     - Date     Condition        Report By
 TM0972  HISTORY     - 1910     MONUMENTED       IBC
 TM0972
 TM0972                          STATION DESCRIPTION
 TM0972
 TM0972'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TM0972'IN THE BLACKFEET INDIAN RESERVATION, IN SE 1/4 SECTION 3, TOWNSHIP
 TM0972'37 N, RANGE 9 W, PRINCIPAL MERIDIAN.  THE STATION IS ON THE SAME
 TM0972'PLATEAU ABOUT THREE - FOURTHS MILE SOUTHWEST OF INTERNATIONAL BOUNDARY
 TM0972'MONUMENT 309 AND IS ABOUT 200 METERS NORTH AND 300 METERS WEST OF THE
 TM0972'BOUNDARY LINES OF THE SECTION.  THE PLATEAU BREAKS ABOUT 300 METERS
 TM0972'TO THE SOUTH AND TO THE EAST.
 TM0972'
 TM0972'STATION MARK--A CAIRN OVER A DRILL HOLE IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0759 ***********************************************************************
 TL0759  DESIGNATION -  CENTER II
 TL0759  PID         -  TL0759
 TL0759  STATE/COUNTY-  MT/TETON
 TL0759  USGS QUAD   -  BEAUPRE COULEE (1986)
 TL0759
 TL0759                         *CURRENT SURVEY CONTROL
 TL0759  ___________________________________________________________________
 TL0759* NAD 83(1992)-  48 58 42.63136(N)    111 42 04.81413(W)     ADJUSTED  
 TL0759* NAVD 88     -      1092.     (meters)    3583.     (feet)  SCALED    
 TL0759  ___________________________________________________________________
 TL0759  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 TL0759  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TL0759
 TL0759  HORZ ORDER  -  THIRD
 TL0759
 TL0759.The horizontal coordinates were established by classical geodetic methods
 TL0759.and adjusted by the National Geodetic Survey in July 1992..
 TL0759
 TL0759.The orthometric height was scaled from a topographic map.
 TL0759
 TL0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0759
 TL0759.The geoid height was determined by GEOID03.
 TL0759
 TL0759;                    North         East     Units Scale Factor Converg.
 TL0759;SPC MT       -   527,741.833   438,878.247   MT  0.99998684   -1 36 37.0
 TL0759;SPC MT       - 1,731,436.46  1,439,889.26   iFT  0.99998684   -1 36 37.0
 TL0759;UTM  12      - 5,425,303.677   448,680.531   MT  0.99963235   -0 31 44.9
 TL0759
 TL0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0759!SPC MT       -   0.99983127  x   0.99998684  =   0.99981811
 TL0759!UTM  12      -   0.99983127  x   0.99963235  =   0.99946368
 TL0759
 TL0759:                Primary Azimuth Mark                     Grid Az
 TL0759:SPC MT       -  BOUNDARY MON 339 CD US                   284 15 54.1
 TL0759:UTM  12      -  BOUNDARY MON 339 CD US                   283 11 02.0
 TL0759
 TL0759|---------------------------------------------------------------------|
 TL0759| PID    Reference Object                     Distance      Geod. Az  |
 TL0759|                                                           dddmmss.s |
 TL0759| TL0785 BOUNDARY MON 339 CD US              APPROX. 9.8 KM 2823917.1 |
 TL0759|---------------------------------------------------------------------|
 TL0759
 TL0759                          SUPERSEDED SURVEY CONTROL
 TL0759
 TL0759  NAD 83(1986)-  48 58 42.62736(N)    111 42 04.80645(W) AD(       ) 3
 TL0759
 TL0759.Superseded values are not recommended for survey control.
 TL0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0759.See file dsdata.txt to determine how the superseded data were derived.
 TL0759
 TL0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV4868125304(NAD 83)
 TL0759_MARKER: DD = SURVEY DISK
 TL0759_SETTING: 80 = SET IN A BOULDER
 TL0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0759+STABILITY: SURFACE MOTION
 TL0759
 TL0759  HISTORY     - Date     Condition        Report By
 TL0759  HISTORY     - 1908     MONUMENTED       IBC
 TL0759
 TL0759                          STATION DESCRIPTION
 TL0759
 TL0759'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0759'ABOUT 1-1/3 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 343, IN SW
 TL0759'1/4 SECTION 11, TOWNSHIP 37 N, RANGE 1 W, PRINCIPAL MERIDIAN.  THE
 TL0759'STATION IS ON THE HIGHEST PART OF THE RIDGE, CLOSE TO THE EAST AND
 TL0759'WEST MIDSECTION LINE AND ABOUT 200 METERS FROM THE NORTH - AND - SOUTH
 TL0759'MIDSECTION LINE.
 TL0759'
 TL0759'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0761 ***********************************************************************
 TL0761  DESIGNATION -  CENTER IV
 TL0761  PID         -  TL0761
 TL0761  STATE/COUNTY-  MT/LIBERTY
 TL0761  USGS QUAD   -  HAWLEY HILL (1962)
 TL0761
 TL0761                         *CURRENT SURVEY CONTROL
 TL0761  ___________________________________________________________________
 TL0761* NAD 83(1992)-  48 59 27.37221(N)    111 11 01.41479(W)     ADJUSTED  
 TL0761* NAVD 88     -      1220.     (meters)    4003.     (feet)  SCALED    
 TL0761  ___________________________________________________________________
 TL0761  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 TL0761  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TL0761
 TL0761  HORZ ORDER  -  THIRD
 TL0761
 TL0761.The horizontal coordinates were established by classical geodetic methods
 TL0761.and adjusted by the National Geodetic Survey in July 1992..
 TL0761
 TL0761.The orthometric height was scaled from a topographic map.
 TL0761
 TL0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0761
 TL0761.The geoid height was determined by GEOID03.
 TL0761
 TL0761;                    North         East     Units Scale Factor Converg.
 TL0761;SPC MT       -   528,184.008   476,786.548   MT  0.99999443   -1 13 54.0
 TL0761;SPC MT       - 1,732,887.17  1,564,260.33   iFT  0.99999443   -1 13 54.0
 TL0761;UTM  12      - 5,426,464.522   486,559.357   MT  0.99960222   -0 08 19.1
 TL0761
 TL0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0761!SPC MT       -   0.99981127  x   0.99999443  =   0.99980570
 TL0761!UTM  12      -   0.99981127  x   0.99960222  =   0.99941356
 TL0761
 TL0761:                Primary Azimuth Mark                     Grid Az
 TL0761:SPC MT       -  BOUNDARY MON 358 CD US                   298 54 34.8
 TL0761:UTM  12      -  BOUNDARY MON 358 CD US                   297 48 59.9
 TL0761
 TL0761|---------------------------------------------------------------------|
 TL0761| PID    Reference Object                     Distance      Geod. Az  |
 TL0761|                                                           dddmmss.s |
 TL0761| TL0805 BOUNDARY MON 358 CD US              APPROX. 1.5 KM 2974040.8 |
 TL0761|---------------------------------------------------------------------|
 TL0761
 TL0761                          SUPERSEDED SURVEY CONTROL
 TL0761
 TL0761  NAD 83(1986)-  48 59 27.37314(N)    111 11 01.42129(W) AD(       ) 3
 TL0761
 TL0761.Superseded values are not recommended for survey control.
 TL0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0761.See file dsdata.txt to determine how the superseded data were derived.
 TL0761
 TL0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV8655926465(NAD 83)
 TL0761_MARKER: DD = SURVEY DISK
 TL0761_SETTING: 80 = SET IN A BOULDER
 TL0761_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TL0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0761+STABILITY: SURFACE MOTION
 TL0761
 TL0761  HISTORY     - Date     Condition        Report By
 TL0761  HISTORY     - 1908     MONUMENTED       IBC
 TL0761
 TL0761                          STATION DESCRIPTION
 TL0761
 TL0761'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0761'ABOUT ONE - HALF MILE SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT
 TL0761'359, IN SE 1/4 SECTION 3, TOWNSHIP 37 N, RANGE 4 E, PRINCIPAL
 TL0761'MERIDIAN, ABOUT 100 METERS FROM THE EAST BOUNDARY OF THE SECTION.
 TL0761'THE STATION IS ON THE MOST WESTERN SPUR OF THE HILL.
 TL0761'
 TL0761'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0762 ***********************************************************************
 TL0762  DESIGNATION -  CENTER IX
 TL0762  PID         -  TL0762
 TL0762  STATE/COUNTY-  MT/HILL
 TL0762  USGS QUAD   -  LOST RIVER (1972)
 TL0762
 TL0762                         *CURRENT SURVEY CONTROL
 TL0762  ___________________________________________________________________
 TL0762* NAD 83(1992)-  48 59 48.21587(N)    110 24 04.96076(W)     ADJUSTED  
 TL0762* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 TL0762  ___________________________________________________________________
 TL0762  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 TL0762  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TL0762
 TL0762  HORZ ORDER  -  THIRD
 TL0762
 TL0762.The horizontal coordinates were established by classical geodetic methods
 TL0762.and adjusted by the National Geodetic Survey in July 1992..
 TL0762
 TL0762.The orthometric height was scaled from a topographic map.
 TL0762
 TL0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0762
 TL0762.The geoid height was determined by GEOID03.
 TL0762
 TL0762;                    North         East     Units Scale Factor Converg.
 TL0762;SPC MT       -   527,883.054   534,041.823   MT  0.99999799   -0 39 33.7
 TL0762;SPC MT       - 1,731,899.78  1,752,105.72   iFT  0.99999799   -0 39 33.7
 TL0762;UTM  12      - 5,427,264.526   543,787.485   MT  0.99962355   +0 27 06.4
 TL0762
 TL0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0762!SPC MT       -   0.99986016  x   0.99999799  =   0.99985815
 TL0762!UTM  12      -   0.99986016  x   0.99962355  =   0.99948377
 TL0762
 TL0762:                Primary Azimuth Mark                     Grid Az
 TL0762:SPC MT       -  BOUNDARY MON 383 CD US                   080 00 28.3
 TL0762:UTM  12      -  BOUNDARY MON 383 CD US                   078 53 48.2
 TL0762
 TL0762|---------------------------------------------------------------------|
 TL0762| PID    Reference Object                     Distance      Geod. Az  |
 TL0762|                                                           dddmmss.s |
 TL0762| TL0827 BOUNDARY MON 383 CD US              APPROX. 1.4 KM 0792054.6 |
 TL0762|---------------------------------------------------------------------|
 TL0762
 TL0762                          SUPERSEDED SURVEY CONTROL
 TL0762
 TL0762  NAD 83(1986)-  48 59 48.21562(N)    110 24 04.93149(W) AD(       ) 3
 TL0762
 TL0762.Superseded values are not recommended for survey control.
 TL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0762.See file dsdata.txt to determine how the superseded data were derived.
 TL0762
 TL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV4378727265(NAD 83)
 TL0762_MARKER: DD = SURVEY DISK
 TL0762_SETTING: 80 = SET IN A BOULDER
 TL0762_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TL0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0762+STABILITY: SURFACE MOTION
 TL0762
 TL0762  HISTORY     - Date     Condition        Report By
 TL0762  HISTORY     - 1908     MONUMENTED       IBC
 TL0762
 TL0762                          STATION DESCRIPTION
 TL0762
 TL0762'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0762'IN NE 1/4 SECTION 3, TOWNSHIP 37 N, RANGE 10 E, PRINCIPAL MERIDIAN,
 TL0762'ABOUT 300 METERS SOUTH OF THE INTERNATIONAL BOUNDARY, MIDWAY BETWEEN
 TL0762'MONUMENTS 382 AND 383.  THE STATION IS ABOUT 1-1/2 MILES EAST OF MILK
 TL0762'RIVER, ON THE HILL NEAR THE BOUNDARY.
 TL0762'
 TL0762'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0763 ***********************************************************************
 TL0763  DESIGNATION -  CENTER V
 TL0763  PID         -  TL0763
 TL0763  STATE/COUNTY-  MT/LIBERTY
 TL0763  USGS QUAD   -  BINGHAM LAKE (1962)
 TL0763
 TL0763                         *CURRENT SURVEY CONTROL
 TL0763  ___________________________________________________________________
 TL0763* NAD 83(1992)-  48 59 35.49538(N)    111 02 01.06786(W)     ADJUSTED  
 TL0763* NAVD 88     -      1079.     (meters)    3540.     (feet)  SCALED    
 TL0763  ___________________________________________________________________
 TL0763  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 TL0763  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 TL0763
 TL0763  HORZ ORDER  -  THIRD
 TL0763
 TL0763.The horizontal coordinates were established by classical geodetic methods
 TL0763.and adjusted by the National Geodetic Survey in July 1992..
 TL0763
 TL0763.The orthometric height was scaled from a topographic map.
 TL0763
 TL0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0763
 TL0763.The geoid height was determined by GEOID03.
 TL0763
 TL0763;                    North         East     Units Scale Factor Converg.
 TL0763;SPC MT       -   528,209.304   487,773.895   MT  0.99999582   -1 07 18.7
 TL0763;SPC MT       - 1,732,970.16  1,600,308.05   iFT  0.99999582   -1 07 18.7
 TL0763;UTM  12      - 5,426,699.642   497,539.885   MT  0.99960007   -0 01 31.4
 TL0763
 TL0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0763!SPC MT       -   0.99983339  x   0.99999582  =   0.99982921
 TL0763!UTM  12      -   0.99983339  x   0.99960007  =   0.99943353
 TL0763
 TL0763:                Primary Azimuth Mark                     Grid Az
 TL0763:SPC MT       -  KOP                                      028 31 46.7
 TL0763:UTM  12      -  KOP                                      027 25 59.4
 TL0763
 TL0763|---------------------------------------------------------------------|
 TL0763| PID    Reference Object                     Distance      Geod. Az  |
 TL0763|                                                           dddmmss.s |
 TL0763| TL0773 KOP                                 APPROX. 4.3 KM 0272428.0 |
 TL0763|---------------------------------------------------------------------|
 TL0763
 TL0763                          SUPERSEDED SURVEY CONTROL
 TL0763
 TL0763  NAD 83(1986)-  48 59 35.49764(N)    111 02 01.06805(W) AD(       ) 3
 TL0763
 TL0763.Superseded values are not recommended for survey control.
 TL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0763.See file dsdata.txt to determine how the superseded data were derived.
 TL0763
 TL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV9754026700(NAD 83)
 TL0763_MARKER: DD = SURVEY DISK
 TL0763_SETTING: 80 = SET IN A BOULDER
 TL0763_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TL0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0763+STABILITY: SURFACE MOTION
 TL0763
 TL0763  HISTORY     - Date     Condition        Report By
 TL0763  HISTORY     - 1908     MONUMENTED       IBC
 TL0763
 TL0763                          STATION DESCRIPTION
 TL0763
 TL0763'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0763'ABOUT ONE - HALF MILE SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT
 TL0763'363, IN NE 1/4 SECTION 2, TOWNSHIP 37 N, RANGE 5 E, PRINCIPAL
 TL0763'MERIDIAN.  THE STATION IS ON THE HIGHEST PART OF THE EAST END OF THE
 TL0763'HILL.
 TL0763'
 TL0763'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0677 ***********************************************************************
 TL0677  DESIGNATION -  CENTER VI RESET
 TL0677  PID         -  TL0677
 TL0677  STATE/COUNTY-  MT/LIBERTY
 TL0677  USGS QUAD   -  LAIRD SCHOOL (1964)
 TL0677
 TL0677                         *CURRENT SURVEY CONTROL
 TL0677  ___________________________________________________________________
 TL0677* NAD 83(1992)-  48 59 55.17833(N)    110 56 06.24238(W)     ADJUSTED  
 TL0677* NAVD 88     -      1099.4    (meters)    3607.     (feet)  VERTCON   
 TL0677  ___________________________________________________________________
 TL0677  X           -  -1,498,291.908 (meters)                     COMP
 TL0677  Y           -  -3,916,444.459 (meters)                     COMP
 TL0677  Z           -   4,791,278.934 (meters)                     COMP
 TL0677  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 TL0677  ELLIP HEIGHT-        1083.76  (meters)          (07/28/92) GPS OBS
 TL0677  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 TL0677
 TL0677  HORZ ORDER  -  FIRST
 TL0677  ELLP ORDER  -  FIFTH     CLASS I
 TL0677
 TL0677.The horizontal coordinates were established by classical geodetic methods
 TL0677.and adjusted by the National Geodetic Survey in July 1992..
 TL0677
 TL0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0677
 TL0677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0677
 TL0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0677
 TL0677.The ellipsoidal height was determined by GPS observations
 TL0677.and is referenced to NAD 83.
 TL0677
 TL0677.The geoid height was determined by GEOID03.
 TL0677
 TL0677;                    North         East     Units Scale Factor Converg.
 TL0677;SPC MT       -   528,680.554   494,996.696   MT  0.99999918   -1 02 59.1
 TL0677;SPC MT       - 1,734,516.25  1,624,004.91   iFT  0.99999918   -1 02 59.1
 TL0677;UTM  12      - 5,427,308.923   504,749.467   MT  0.99960028   +0 02 56.4
 TL0677
 TL0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0677!SPC MT       -   0.99983019  x   0.99999918  =   0.99982937
 TL0677!UTM  12      -   0.99983019  x   0.99960028  =   0.99943054
 TL0677
 TL0677|---------------------------------------------------------------------|
 TL0677| PID    Reference Object                     Distance      Geod. Az  |
 TL0677|                                                           dddmmss.s |
 TL0677| CQ5276 CENTER VI RM 2                                     05117     |
 TL0677| TL0675 NEW                                 APPROX.12.2 KM 1120031.7 |
 TL0677| CQ5275 CENTER VI RM 1                       72.600 METERS 31114     |
 TL0677|---------------------------------------------------------------------|
 TL0677
 TL0677                          SUPERSEDED SURVEY CONTROL
 TL0677
 TL0677  NAD 83(1986)-  48 59 55.17903(N)    110 56 06.23670(W) AD(       ) 1
 TL0677  NAD 27      -  48 59 55.17200(N)    110 56 03.30900(W) AD(       ) 1
 TL0677  NGVD 29 (08/25/89) 1098.5    (m)         3604.     (f) GPS OBS        
 TL0677
 TL0677.Superseded values are not recommended for survey control.
 TL0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0677.See file dsdata.txt to determine how the superseded data were derived.
 TL0677
 TL0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV0474927309(NAD 83)
 TL0677_MARKER: DH = HORIZONTAL CONTROL DISK
 TL0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0677_SP_SET: SQUARE CONCRETE MONUMENT
 TL0677_STAMPING: CENTER BS 1908 1923
 TL0677_MARK LOGO: IBC   
 TL0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 TL0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0677+STABILITY: SURFACE MOTION
 TL0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0677+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1988
 TL0677
 TL0677  HISTORY     - Date     Condition        Report By
 TL0677  HISTORY     - 1923     MONUMENTED       CGS
 TL0677  HISTORY     - 1923     GOOD             IBC
 TL0677  HISTORY     - 19880804 GOOD             NGS
 TL0677
 TL0677                          STATION DESCRIPTION
 TL0677
 TL0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TL0677'ABOUT MIDWAY BETWEEN MONUMENTS 366 AND 367 OF THE INTERNATIONAL
 TL0677'BOUNDARY AND A FEW METERS N OF THE LINE.  THE STATION IS ON A
 TL0677'SMALL KNOLL ABOUT 60 METERS N OF A FENCE AND 3 METERS E OF THE
 TL0677'PINHORN CUSTOMHOUSE.
 TL0677'
 TL0677'THE ORIGINAL STATION MARK WAS AN INTERNATIONAL BOUNDARY COMMISSION
 TL0677'BRONZE DISK STATION MARK SET IN A ROCK.  IN 1923, THE STATION
 TL0677'WAS RE-MARKED BY SETTING THE ORIGINAL BRONZE DISK IN THE TOP
 TL0677'OF A SQUARE CONCRETE POST, HOLDING THE ORIGINAL POSITION OF
 TL0677'THE STATION.  A SUBSURFACE MARK WAS PLACED UNDER IT CONSISTING
 TL0677'OF A STANDARD U.S.C. AND G.S. BRONZE DISK TRIANGULATION MARK
 TL0677'SET IN A BLOCK OF CONCRETE 3 FEET UNDERGROUND.
 TL0677'
 TL0677'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. BRONZE DISK
 TL0677'REFERENCE MARK, WITH THE ARROW POINTING TOWARD THE STATION, SET
 TL0677'IN THE TOP OF A SQUARE CONCRETE POST 72.60 METERS FROM THE
 TL0677'STATION N 48 DEG 46 MIN W.
 TL0677'
 TL0677'REFERENCE MARK NO. 2 IS A LIKE MARK SET IN A SIMILAR MANNER,
 TL0677'76.57 METERS FROM THE STATION S 51 DEG 17 MIN W.
 TL0677
 TL0677                          STATION RECOVERY (1923)
 TL0677
 TL0677'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1923
 TL0677'RECOVERED IN GOOD CONDITION.
 TL0677
 TL0677                          STATION RECOVERY (1988)
 TL0677
 TL0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TL0677'THE STATION IS LOCATED ABOUT 57.1 KM (35.50 MI) NORTH OF CHESTER,
 TL0677'MONTANA, 23.7 KM (14.75 MI) NORTHEAST OF WHITLASH, MONTANA AND ABOUT
 TL0677'22.1 KM (13.75 MI) EAST OF THE WHITLASH, MONTANA - ADEN, ALBERTA
 TL0677'BORDER CROSSING.  TO OBTAIN PERMISSION FOR ACCESS, CONTACT THE LYBECK
 TL0677'RANCH HEADQUARTERS UPON ARRIVAL.
 TL0677'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO NORTH ON MAIN
 TL0677'STREET FOR 45.7 M (149.9 FT) TO THE JUNCTION OF U.S. HIGHWAY 2.  TURN
 TL0677'RIGHT AND GO EAST ON U.S. HIGHWAY 2 FOR 1.1 KM (0.70 MI) TO A
 TL0677'CROSSROAD.  TURN LEFT AND GO NORTH, STAYING ON THE MAIN GRAVEL ROAD,
 TL0677'FOR 45.7 KM (28.40 MI) TO A T-INTERSECTION.  TURN LEFT AND GO WEST
 TL0677'FOR 1.2 KM (0.75 MI) TO WHERE THE MAIN ROAD TURNS RIGHT.  TURN RIGHT
 TL0677'AND GO NORTH ON A GRAVEL ROAD FOR 3.2 KM (2.00 MI) TO T-INTERSECTION.
 TL0677'TURN LEFT AND GO WEST, THEN NORTH, THEN NORTHWESTERLY ON A GRAVEL
 TL0677'ROAD FOR 4.67 KM (2.90 MI) TO A SIDE ROAD RIGHT, 2 MAILBOXES AND A
 TL0677'SIGN READING -C LYBECK AND A T MCDANIELS-.  TURN RIGHT AND GO NORTH
 TL0677'FOR 1.6 KM (1.00 MI) TO A SIDE ROAD LEFT.  CONTINUE NORTH FOR 1.5 KM
 TL0677'(0.95 MI) TO A SIDE ROAD LEFT JUST BEFORE REACHING A CATTLE GUARD.
 TL0677'CONTINUE NORTH ACROSS THE CATTLE GUARD FOR 1.9 KM (1.20 MI) TO A GATE
 TL0677'AT THE LYBECK RANCH HEADQUARTERS.  PASS THROUGH THE GATE AND GO
 TL0677'NORTHEASTERLY ON A TRACK ROAD FOR 0.96 KM (0.60 MI) TO A GATE.  PASS
 TL0677'THROUGH THE GATE AND CONTINUE EAST FOR 0.32 KM (0.20 MI) TO BOUNDARY
 TL0677'MONUMENT 366 ON THE LEFT.  CONTINUE EAST FOR 0.8 KM (0.50 MI) TO A
 TL0677'POINT WHERE YOU REACH A SMALL, BUT PROMINENT RISE ON THE LEFT.  THE
 TL0677'STATION IS ABOUT 18.3 M (60.0 FT) NORTH OF THE FENCE AT THIS POINT.
 TL0677'TWO FENCE POSTS WERE FLAGGED WITH ORANGE FLAGGING AND PAINTED WITH
 TL0677'ALUMINUM PAINT.
 TL0677'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0764 ***********************************************************************
 TL0764  DESIGNATION -  CENTER VII
 TL0764  PID         -  TL0764
 TL0764  STATE/COUNTY-  MT/LIBERTY
 TL0764  USGS QUAD   -  BOBCAT COULEE NE (1964)
 TL0764
 TL0764                         *CURRENT SURVEY CONTROL
 TL0764  ___________________________________________________________________
 TL0764* NAD 83(1992)-  48 59 09.90799(N)    110 48 57.13287(W)     ADJUSTED  
 TL0764* NAVD 88     -      1025.     (meters)    3363.     (feet)  SCALED    
 TL0764  ___________________________________________________________________
 TL0764  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 TL0764  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TL0764
 TL0764  HORZ ORDER  -  THIRD
 TL0764
 TL0764.The horizontal coordinates were established by classical geodetic methods
 TL0764.and adjusted by the National Geodetic Survey in July 1992..
 TL0764
 TL0764.The orthometric height was scaled from a topographic map.
 TL0764
 TL0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0764
 TL0764.The geoid height was determined by GEOID03.
 TL0764
 TL0764;                    North         East     Units Scale Factor Converg.
 TL0764;SPC MT       -   527,129.128   503,693.949   MT  0.99999147   -0 57 45.2
 TL0764;SPC MT       - 1,729,426.27  1,652,539.20   iFT  0.99999147   -0 57 45.2
 TL0764;UTM  12      - 5,425,925.313   513,471.463   MT  0.99960223   +0 08 20.2
 TL0764
 TL0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0764!SPC MT       -   0.99984191  x   0.99999147  =   0.99983338
 TL0764!UTM  12      -   0.99984191  x   0.99960223  =   0.99944420
 TL0764
 TL0764:                Primary Azimuth Mark                     Grid Az
 TL0764:SPC MT       -  LOST                                     295 56 58.2
 TL0764:UTM  12      -  LOST                                     294 50 52.8
 TL0764
 TL0764|---------------------------------------------------------------------|
 TL0764| PID    Reference Object                     Distance      Geod. Az  |
 TL0764|                                                           dddmmss.s |
 TL0764| TL0775 LOST                                APPROX. 6.7 KM 2945913.0 |
 TL0764|---------------------------------------------------------------------|
 TL0764
 TL0764                          SUPERSEDED SURVEY CONTROL
 TL0764
 TL0764  NAD 83(1986)-  48 59 09.90855(N)    110 48 57.12106(W) AD(       ) 3
 TL0764
 TL0764.Superseded values are not recommended for survey control.
 TL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0764.See file dsdata.txt to determine how the superseded data were derived.
 TL0764
 TL0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV1347125925(NAD 83)
 TL0764_MARKER: DD = SURVEY DISK
 TL0764_SETTING: 80 = SET IN A BOULDER
 TL0764_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TL0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0764+STABILITY: SURFACE MOTION
 TL0764
 TL0764  HISTORY     - Date     Condition        Report By
 TL0764  HISTORY     - 1908     MONUMENTED       IBC
 TL0764
 TL0764                          STATION DESCRIPTION
 TL0764
 TL0764'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0764'ABOUT 1 MILE SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 370, IN NE
 TL0764'1/4 SECTION 9, TOWNSHIP 37 N, RANGE 7 E, PRINCIPAL MERIDIAN.  THE
 TL0764'STATION IS ON THE HIGHEST PART OF THE RIDGE AT THE NORTH BOUNDARY OF
 TL0764'THE SECTION.
 TL0764'
 TL0764'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0468 ***********************************************************************
 TK0468  DESIGNATION -  CENTRAL
 TK0468  PID         -  TK0468
 TK0468  STATE/COUNTY-  MT/BLAINE
 TK0468  USGS QUAD   -  CLEVELAND NW (1987)
 TK0468
 TK0468                         *CURRENT SURVEY CONTROL
 TK0468  ___________________________________________________________________
 TK0468* NAD 83(1992)-  48 25 00.34268(N)    109 08 17.13801(W)     ADJUSTED  
 TK0468* NAVD 88     -       967.8    (meters)    3175.     (feet)  VERTCON   
 TK0468  ___________________________________________________________________
 TK0468  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 TK0468  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 TK0468
 TK0468  HORZ ORDER  -  THIRD
 TK0468
 TK0468.The horizontal coordinates were established by classical geodetic methods
 TK0468.and adjusted by the National Geodetic Survey in July 1992..
 TK0468
 TK0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0468
 TK0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0468
 TK0468.The geoid height was determined by GEOID03.
 TK0468
 TK0468;                    North         East     Units Scale Factor Converg.
 TK0468;SPC MT       -   463,081.445   626,780.855   MT  0.99969458   +0 15 53.0
 TK0468;SPC MT       - 1,519,296.08  2,056,367.63   iFT  0.99969458   +0 15 53.0
 TK0468;UTM  12      - 5,364,297.866   637,764.633   MT  0.99983319   +1 23 34.5
 TK0468
 TK0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0468!SPC MT       -   0.99985083  x   0.99969458  =   0.99954546
 TK0468!UTM  12      -   0.99985083  x   0.99983319  =   0.99968405
 TK0468
 TK0468:                Primary Azimuth Mark                     Grid Az
 TK0468:SPC MT       -  SNAKE 55 ET                              012 37 48.4
 TK0468:UTM  12      -  SNAKE 55 ET                              011 30 06.9
 TK0468
 TK0468|---------------------------------------------------------------------|
 TK0468| PID    Reference Object                     Distance      Geod. Az  |
 TK0468|                                                           dddmmss.s |
 TK0468| TK0463 SNAKE 55 ET                         APPROX. 8.1 KM 0125341.4 |
 TK0468|---------------------------------------------------------------------|
 TK0468
 TK0468                          SUPERSEDED SURVEY CONTROL
 TK0468
 TK0468  NAD 83(1986)-  48 25 00.34722(N)    109 08 17.11926(W) AD(       ) 3
 TK0468  NAD 27      -  48 25 00.36498(N)    109 08 14.51249(W) AD(       ) 3
 TK0468  NGVD 29 (07/19/86)  967.0    (m)         3173.     (f) VERT ANG       
 TK0468
 TK0468.Superseded values are not recommended for survey control.
 TK0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0468.See file dsdata.txt to determine how the superseded data were derived.
 TK0468
 TK0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU3776564298(NAD 83)
 TK0468_MARKER: DD = SURVEY DISK
 TK0468_SETTING: 0 = UNSPECIFIED SETTING
 TK0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0468
 TK0468  HISTORY     - Date     Condition        Report By
 TK0468  HISTORY     - 1955     MONUMENTED       USGS
 TK0468
 TK0468                          STATION DESCRIPTION
 TK0468
 TK0468'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0468'STATION IS LOCATED ABOUT 4 MI. E. AND 11 MI. S. OF CHINOOK, MONTANA.
 TK0468'
 TK0468'TO REACH FROM CHINOOK, GO S. ON THE BARNEY OLSEN RD. 12.7 MI. TO
 TK0468'FAIRVIEW SCHOOL, TURN RIGHT AT RANCH ENTRANCE 0.4 MI. TO Y-JUNCTION,
 TK0468'THENCE RIGHT ON MAIN TRAVELED RD. 1.0 MI. TO CROSSROAD, THENCE SHARP
 TK0468'RIGHT 0.3 MI. TO Y-JUNCTION.  TAKE LEFT FORK 0.2 MI. PASS THRU GATE.
 TK0468'STATION IS ON THE TOP, 150 FT. TO RIGHT OF RD.
 TK0468'
 TK0468'STATION MARK - STANDARD USGS TABLET WELDED ON AN IRON PIPE PROJECTING
 TK0468'1 IN., STAMPED ---CENTRAL 1955---.
 TK0468'
 TK0468'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN A BURIED
 TK0468'BOULDER 13.25 FT. FROM STATION, N 27 DEG 53 MIN E.
 TK0468'
 TK0468'REFERENCE MARK NO.2 -CHISELED CROSS ON A ROCK IN PLACE 26.45 FT. FROM
 TK0468'STATION, S 46 DEG 35 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0807 ***********************************************************************
 TO0807  DESIGNATION -  CENTRAL
 TO0807  PID         -  TO0807
 TO0807  STATE/COUNTY-  MT/LINCOLN
 TO0807  USGS QUAD   -  CURLEY CREEK (1983)
 TO0807
 TO0807                         *CURRENT SURVEY CONTROL
 TO0807  ___________________________________________________________________
 TO0807* NAD 83(1999)-  48 37 44.15772(N)    116 01 36.07750(W)     ADJUSTED  
 TO0807* NAVD 88     -       695.0    (meters)    2280.     (feet)  GPS OBS   
 TO0807  ___________________________________________________________________
 TO0807  X           -  -1,853,421.047 (meters)                     COMP
 TO0807  Y           -  -3,795,588.093 (meters)                     COMP
 TO0807  Z           -   4,763,895.227 (meters)                     COMP
 TO0807  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 TO0807  ELLIP HEIGHT-         678.78  (meters)          (04/26/01) GPS OBS
 TO0807  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TO0807
 TO0807  HORZ ORDER  -  B
 TO0807  ELLP ORDER  -  FOURTH    CLASS I
 TO0807
 TO0807.The horizontal coordinates were established by GPS observations
 TO0807.and adjusted by the National Geodetic Survey in April 2001..
 TO0807.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TO0807.DATUM ITEM on the data sheet items page.
 TO0807
 TO0807.The orthometric height was determined by GPS observations and a
 TO0807.high-resolution geoid model.
 TO0807
 TO0807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO0807
 TO0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0807
 TO0807.The ellipsoidal height was determined by GPS observations
 TO0807.and is referenced to NAD 83.
 TO0807
 TO0807.The geoid height was determined by GEOID03.
 TO0807
 TO0807;                    North         East     Units Scale Factor Converg.
 TO0807;SPC MT       -   506,635.934   119,548.839   MT  0.99979332   -4 46 27.5
 TO0807;SPC MT       - 1,662,191.38    392,220.60   iFT  0.99979332   -4 46 27.5
 TO0807;SPC ID W     -   773,734.511   779,605.629   MT  0.99993844   -0 12 27.5
 TO0807;UTM  11      - 5,386,664.478   571,717.390   MT  0.99966319   +0 43 49.6
 TO0807
 TO0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0807!SPC MT       -   0.99989363  x   0.99979332  =   0.99968697
 TO0807!SPC ID W     -   0.99989363  x   0.99993844  =   0.99983208
 TO0807!UTM  11      -   0.99989363  x   0.99966319  =   0.99955686
 TO0807
 TO0807                          SUPERSEDED SURVEY CONTROL
 TO0807
 TO0807  NAD 83(1992)-  48 37 44.15592(N)    116 01 36.07822(W) AD(       ) B
 TO0807  ELLIP H (03/31/97)  678.91   (m)                       GP(       ) 3 1
 TO0807  NAD 83(1992)-  48 37 44.15391(N)    116 01 36.07878(W) AD(       ) 1
 TO0807  ELLIP H (07/28/92)  678.85   (m)                       GP(       ) 5 1
 TO0807  NAD 83(1986)-  48 37 44.16417(N)    116 01 36.08701(W) AD(       ) 1
 TO0807  NGVD 29 (11/20/87)  693.9    (m)         2277.     (f) GPS OBS        
 TO0807
 TO0807.Superseded values are not recommended for survey control.
 TO0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0807.See file dsdata.txt to determine how the superseded data were derived.
 TO0807
 TO0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7171786664(NAD 83)
 TO0807_MARKER: DS = TRIANGULATION STATION DISK
 TO0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0807_STAMPING: CENTRAL 1986
 TO0807_MARK LOGO: NGS   
 TO0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0807+STABILITY: SURFACE MOTION
 TO0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0807+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1997
 TO0807
 TO0807  HISTORY     - Date     Condition        Report By
 TO0807  HISTORY     - 1986     MONUMENTED       NGS
 TO0807  HISTORY     - 19970105 GOOD             MTDOT
 TO0807
 TO0807                          STATION DESCRIPTION
 TO0807
 TO0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TO0807'THE STATION IS LOCATED ABOUT 16.96 KM (10.6 MI) NORTHWEST OF TROY,
 TO0807'ALONG THE WEST RIGHT OF WAY OF OLD HIGHWAY 2 AND IN A SMALL
 TO0807'COMMUNITY CALLED CENTRAL.
 TO0807'
 TO0807'TO REACH FROM THE PUBLIC SCHOOL IN TROY, GO NORTHWEST ON U.S.
 TO0807'HIGHWAY 2 FOR 14.88 KM (9.3 MI) TO ROAD 508 ON THE RIGHT.  THIS
 TO0807'ROAD IS ALSO CALLED THE YAAK RIVER ROAD.  CONTINUE NORTHWEST ON
 TO0807'U.S. HIGHWAY 2 FOR 2.08 KM (1.3 MI) TO THE JUNCTION WITH OLD
 TO0807'HIGHWAY 2.  BEAR RIGHT ON OLD HIGHWAY 2 AND GO NORTHWEST FOR 2.72
 TO0807'KM (1.7 MI) TO THE MARK ON THE LEFT AT A WIRE GATE JUST AFTER
 TO0807'PASSING A SCHOOL ON THE RIGHT.
 TO0807'
 TO0807'STATION MARK, STAMPED---CENTRAL 1986---, IS A STANDARD DISK SET IN
 TO0807'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 8.7
 TO0807'METERS (28.5 FT) WEST OF THE CENTER OF THE HIGHWAY, 3.0 METERS
 TO0807'(9.8 FT) EAST OF A FENCE AND WIRE GATE AND 0.7 METER (2.3 FT) EAST
 TO0807'OF A WITNESS POST.
 TO0807'
 TO0807'THE AZIMUTH MARK, STAMPED---CENTRAL 1986---, IS A STANDARD DISK SET
 TO0807'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TO0807'30.1 METERS (98.8 FT) SOUTHEAST OF A BURIED CABLE MARKER, 18.6
 TO0807'METERS (61.0 FT) NORTHEAST OF U.S. HIGHWAY 2 AND 0.75 METER
 TO0807'(2.46 FT) SOUTHWEST OF A WITNESS POST.
 TO0807'
 TO0807'TO REACH THE AZIMUTH MARK FROM THE PUBLIC SCHOOL IN TROY, GO
 TO0807'NORTHWEST ON U.S. HIGHWAY 2 FOR 14.88 KM (9.3 MI) TO THE JUNCTION
 TO0807'WITH YAAK RIVER ROAD (ROAD 508) ON THE RIGHT.  CONTINUE NORTHWEST
 TO0807'ON U.S. HIGHWAY 2 FOR 2.08 KM (1.3 MI) TO THE JUNCTION WITH OLD
 TO0807'HIGHWAY 2 ON THE RIGHT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 2 FOR
 TO0807'2.08 KM (1.3 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 TO0807'
 TO0807'THE STATION IS A GPS STATION AND HAS NO REFERENCE MARKS.  THE
 TO0807'MILAGES ABOVE WERE NOT COPIED BY MISTAKE THEY ARE THE SAME.
 TO0807
 TO0807                          STATION RECOVERY (1997)
 TO0807
 TO0807'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TO0807'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0808 ***********************************************************************
 TO0808  DESIGNATION -  CENTRAL AZ MK
 TO0808  PID         -  TO0808
 TO0808  STATE/COUNTY-  MT/LINCOLN
 TO0808  USGS QUAD   -  LEONIA (1983)
 TO0808
 TO0808                         *CURRENT SURVEY CONTROL
 TO0808  ___________________________________________________________________
 TO0808* NAD 83(1992)-  48 37 13.49584(N)    116 01 56.73270(W)     ADJUSTED  
 TO0808* NAVD 88     -       691.7    (meters)    2269.     (feet)  VERTCON   
 TO0808  ___________________________________________________________________
 TO0808  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 TO0808  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TO0808
 TO0808  HORZ ORDER  -  SECOND
 TO0808
 TO0808.The horizontal coordinates were established by classical geodetic methods
 TO0808.and adjusted by the National Geodetic Survey in July 1992..
 TO0808.No horizontal observational check was made to the station.
 TO0808
 TO0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0808
 TO0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0808
 TO0808.The geoid height was determined by GEOID03.
 TO0808
 TO0808;                    North         East     Units Scale Factor Converg.
 TO0808;SPC MT       -   505,727.500   119,048.575   MT  0.99978908   -4 46 42.6
 TO0808;SPC MT       - 1,659,210.96    390,579.31   iFT  0.99978908   -4 46 42.6
 TO0808;SPC ID W     -   772,788.992   779,179.218   MT  0.99993866   -0 12 42.9
 TO0808;UTM  11      - 5,385,712.368   571,306.628   MT  0.99966247   +0 43 33.8
 TO0808
 TO0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0808!SPC MT       -   0.99989415  x   0.99978908  =   0.99968325
 TO0808!SPC ID W     -   0.99989415  x   0.99993866  =   0.99983281
 TO0808!UTM  11      -   0.99989415  x   0.99966247  =   0.99955665
 TO0808
 TO0808                          SUPERSEDED SURVEY CONTROL
 TO0808
 TO0808  NAD 83(1986)-  48 37 13.50591(N)    116 01 56.74029(W) AD(       ) 2
 TO0808  NGVD 29 (11/20/87)  690.5    (m)         2265.     (f) VERT ANG       
 TO0808
 TO0808.Superseded values are not recommended for survey control.
 TO0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0808.See file dsdata.txt to determine how the superseded data were derived.
 TO0808
 TO0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7130785712(NAD 83)
 TO0808_MARKER: DZ = AZIMUTH MARK DISK
 TO0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0808_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TO0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0808+STABILITY: SURFACE MOTION
 TO0808
 TO0808  HISTORY     - Date     Condition        Report By
 TO0808  HISTORY     - 1986     MONUMENTED       NGS
 TO0808
 TO0808                          STATION DESCRIPTION
 TO0808
 TO0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TO0808'THE AZIMUTH MARK IS LOCATED ABOUT 16 KM (10 MI) NORTHWEST OF TROY
 TO0808'ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 2.
 TO0808'
 TO0808'TO REACH FROM THE PUBLIC SCHOOL IN TROY, GO NORTHWEST ON U.S.
 TO0808'HIGHWAY 2 FOR 14.88 KM (9.3 MI) TO THE JUNCTION WITH YAAK RIVER
 TO0808'ROAD ON THE RIGHT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 2 FOR 2.08
 TO0808'KM (1.3 MI) TO THE JUNCTION WITH OLD HIGHWAY 2 ON THE RIGHT.
 TO0808'CONTINUE NORTHWEST ON U.S. HIGHWAY 2 FOR 2.08 KM (1.3 MI) TO THE
 TO0808'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 TO0808'
 TO0808'AZIMUTH MARK, STAMPED---CENTRAL 1986---, IS A STANDARD DISK SET IN
 TO0808'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 30.1
 TO0808'METERS (98.8 FT) SOUTHEAST OF A BURIED CABLE MARKER, 18.6 METERS
 TO0808'(61.0 FT) NORTHEAST OF U.S. HIGHWAY 2 AND 0.75 METER (2.46 FT)
 TO0808'SOUTHWEST OF A WITNESS POST.
 TO0808'
 TO0808'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0315 ***********************************************************************
 QU0315  DESIGNATION -  CENTRIAL
 QU0315  PID         -  QU0315
 QU0315  STATE/COUNTY-  MT/POWDER RIVER
 QU0315  USGS QUAD   -  MC KENZIE CREEK (1979)
 QU0315
 QU0315                         *CURRENT SURVEY CONTROL
 QU0315  ___________________________________________________________________
 QU0315* NAD 83(1992)-  45 35 26.91142(N)    105 00 13.46685(W)     ADJUSTED  
 QU0315* NAVD 88     -      1038.6    (meters)    3407.     (feet)  VERTCON   
 QU0315  ___________________________________________________________________
 QU0315  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 QU0315  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 QU0315
 QU0315  HORZ ORDER  -  FIRST
 QU0315
 QU0315.The horizontal coordinates were established by classical geodetic methods
 QU0315.and adjusted by the National Geodetic Survey in July 1992..
 QU0315
 QU0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0315
 QU0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0315
 QU0315.The geoid height was determined by GEOID03.
 QU0315
 QU0315;                    North         East     Units Scale Factor Converg.
 QU0315;SPC MT       -   159,079.357   950,554.574   MT  0.99969677   +3 17 20.5
 QU0315;SPC MT       -   521,913.90  3,118,617.37   iFT  0.99969677   +3 17 20.5
 QU0315;UTM  13      - 5,048,585.177   499,708.214   MT  0.99960000   -0 00 09.6
 QU0315
 QU0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0315!SPC MT       -   0.99983964  x   0.99969677  =   0.99953646
 QU0315!UTM  13      -   0.99983964  x   0.99960000  =   0.99943970
 QU0315
 QU0315|---------------------------------------------------------------------|
 QU0315| PID    Reference Object                     Distance      Geod. Az  |
 QU0315|                                                           dddmmss.s |
 QU0315| CQ8053 CENTRIAL RM 1                        10.506 METERS 02027     |
 QU0315| CQ8052 CENTRIAL AZ MK                                     2344003.6 |
 QU0315| CQ8054 CENTRIAL RM 2                         8.261 METERS 29513     |
 QU0315|---------------------------------------------------------------------|
 QU0315
 QU0315                          SUPERSEDED SURVEY CONTROL
 QU0315
 QU0315  NAD 83(1986)-  45 35 26.89810(N)    105 00 13.45321(W) AD(       ) 1
 QU0315  NAD 27      -  45 35 26.91600(N)    105 00 11.55200(W) AD(       ) 1
 QU0315  NGVD 29 (07/19/86) 1038.0    (m)         3406.     (f) VERT ANG       
 QU0315
 QU0315.Superseded values are not recommended for survey control.
 QU0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0315.See file dsdata.txt to determine how the superseded data were derived.
 QU0315
 QU0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL9970848585(NAD 83)
 QU0315_MARKER: DS = TRIANGULATION STATION DISK
 QU0315_SETTING: 0 = UNSPECIFIED SETTING
 QU0315
 QU0315  HISTORY     - Date     Condition        Report By
 QU0315  HISTORY     - 1949     MONUMENTED       CGS
 QU0315
 QU0315                          STATION DESCRIPTION
 QU0315
 QU0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0315'THE STATION IS ON THE HIGHEST POINT OF A HIGH ERODED NORTH-SOUTH
 QU0315'RIDGE THAT IS ABOUT 5 MILES EAST OF THE POWDER RIVER, 11-1/2
 QU0315'MILES SOUTH SOUTHEAST OF THE POWDERVILLE POST OFFICE, AND
 QU0315'ABOUT 30 MILES SOUTHWEST OF THE TOWN OF EKALAKA.
 QU0315'
 QU0315'THE STATION CAN BE REACHED FROM THE INTERSECTION OF MAIN
 QU0315'AND SEVENTH STREETS IN MILES CITY BY GOING SOUTH TOWARD
 QU0315'BROADUS FOR 29.6 MILES TO A BRIDGE OVER FIRE CREEK.  CONTINUE
 QU0315'ON U.S. HIGHWAY 212 FOR 0.4 MILE TO A SIGN POWDERVILLE AND
 QU0315'A ROAD TO THE LEFT.  TURN LEFT AND GO 10.8 MILES TO AN
 QU0315'INTERSECTION OF A ROAD FROM THE LEFT.  CONTINUE ON THE MAIN ROAD
 QU0315'FOR 1.0 MILE TO A ROAD INTERSECTING FROM THE RIGHT.  KEEP
 QU0315'STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 16.9 MILES
 QU0315'TO A FORKS.  TAKE THE RIGHT FORK FOR 1.5 MILES TO ANOTHER
 QU0315'FORK.  TAKE THE LEFT FORK FOR 0.7 MILE TO THE POWDERVILLE
 QU0315'POST OFFICE.  BEAR RIGHT, EASTERLY, ON THE MAIN ROAD FOR
 QU0315'1.4 MILES TO THE BRIDGE OVER THE POWDER RIVER.  CROSS TO THE
 QU0315'EAST SIDE OF THE RIVER AND TAKE THE RIGHT FORK, SOUTHERLY,
 QU0315'FOR 3.65 MILES TO A ROAD TO THE RIGHT.  KEEP TO THE
 QU0315'LEFT, STRAIGHT AHEAD, FOR 8.0 MILES TO A FORK.  TAKE THE
 QU0315'LEFT FORK FOR 1.3 MILES TO A VERY DIM TRACK TO THE LEFT.
 QU0315'LEAVE THE MAIN ROAD AND GO EASTERLY ACROSS A SMALL SADDLE, THEN
 QU0315'BEAR NORTHEAST FOR 0.8 MILE TO THE AZIMUTH MARK.
 QU0315'CONTINUE EASTERLY TOWARD THE HIGHEST POINT FOR ABOUT
 QU0315'0.3 MILE TO THE END OF TRUCK TRAVEL.  PACK NORTHEAST TO
 QU0315'THE TOP OF THE RIDGE, THEN SOUTHEAST ALONG THE RIDGE TO
 QU0315'THE HIGHEST POINT AND THE STATION.
 QU0315'
 QU0315'THE STATION MARK, STAMPED CENTRIAL 1949, IS A STANDARD STATION
 QU0315'MARK DISK THAT IS BRAZED TO THE TOP OF A 2 INCH SOIL PIPE
 QU0315'THAT PROJECTS FROM THE GROUND ABOUT 5 INCHES.  IT IS ABOUT
 QU0315'9 FEET NORTHEAST OF THE HIGHEST POINT OF THE HILL THAT IS MARKED
 QU0315'BY A WHITE WITNESS POST.
 QU0315'
 QU0315'REFERENCE MARK NUMBER 1, STAMPED CENTRIAL NO 1 1949, IS A
 QU0315'STANDARD REFERENCE MARK DISK THAT IS BRAZED TO THE TOP OF
 QU0315'A 2 INCH SOIL PIPE THAT PROJECTS ABOVE THE GROUND ABOUT 14
 QU0315'INCHES.
 QU0315'
 QU0315'REFERENCE MARK NUMBER 2, STAMPED CENTRIAL NO 2 1949, IS A
 QU0315'STANDARD REFERENCE MARK THAT IS BRAZED TO THE TOP OF A 2
 QU0315'INCH SOIL PIPE THAT PROJECTS ABOVE THE GROUND ABOUT 4 INCHES.
 QU0315'
 QU0315'THE AZIMUTH MARK, STAMPED CENTRIAL 1949, IS A STANDARD AZIMUTH
 QU0315'MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE
 QU0315'POST THAT PROJECTS ABOVE THE GROUND ABOUT 4 INCHES.  IT IS
 QU0315'4 FEET EAST OF A WHITE WITNESS POST, ABOUT 15 FEET SOUTH
 QU0315'OF THE DIM TRACKS, AND ABOUT 40 FEET EAST OF A SANDY WASH.
 QU0315'
 QU0315'THE LAND THAT THE STATION IS LOCATED ON IS BELIEVED TO BELONG
 QU0315'TO PETE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1587 ***********************************************************************
 SS1587  DESIGNATION -  CFKL 1
 SS1587  PID         -  SS1587
 SS1587  STATE/COUNTY-  MT/CHOUTEAU
 SS1587  USGS QUAD   -  ANTELOPE LAKE (1987)
 SS1587
 SS1587                         *CURRENT SURVEY CONTROL
 SS1587  ___________________________________________________________________
 SS1587* NAD 83(1992)-  47 52 20.23100(N)    111 07 09.96277(W)     ADJUSTED  
 SS1587* NAVD 88     -       959.6    (meters)    3148.     (feet)  VERTCON   
 SS1587  ___________________________________________________________________
 SS1587  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 SS1587  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 SS1587
 SS1587  HORZ ORDER  -  THIRD
 SS1587
 SS1587.The horizontal coordinates were established by classical geodetic methods
 SS1587.and adjusted by the National Geodetic Survey in July 1992..
 SS1587
 SS1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1587
 SS1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1587
 SS1587.The geoid height was determined by GEOID03.
 SS1587
 SS1587;                    North         East     Units Scale Factor Converg.
 SS1587;SPC MT       -   403,754.070   478,919.732   MT  0.99950540   -1 11 04.6
 SS1587;SPC MT       - 1,324,652.46  1,571,258.96   iFT  0.99950540   -1 11 04.6
 SS1587;UTM  12      - 5,302,112.449   491,068.787   MT  0.99960098   -0 05 18.9
 SS1587
 SS1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1587!SPC MT       -   0.99985193  x   0.99950540  =   0.99935741
 SS1587!UTM  12      -   0.99985193  x   0.99960098  =   0.99945297
 SS1587
 SS1587                          SUPERSEDED SURVEY CONTROL
 SS1587
 SS1587  NAD 83(1986)-  47 52 20.22419(N)    111 07 09.94261(W) AD(       ) 3
 SS1587  NGVD 29 (05/18/92)  958.7    (m)         3145.     (f) VERT ANG       
 SS1587
 SS1587.Superseded values are not recommended for survey control.
 SS1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1587.See file dsdata.txt to determine how the superseded data were derived.
 SS1587
 SS1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU9106902112(NAD 83)
 SS1587_MARKER: DS = TRIANGULATION STATION DISK
 SS1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1587+STABILITY: SURFACE MOTION
 SS1587
 SS1587  HISTORY     - Date     Condition        Report By
 SS1587  HISTORY     - 1947     MONUMENTED       USGS
 SS1587
 SS1587                          STATION DESCRIPTION
 SS1587
 SS1587'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1587'STATION IS LOCATED APPROXIMATELY 24 MI. N., 7.5 MI. E. OF GREAT FALLS,
 SS1587'MONTANA, IN SEC. 32, T 25 N, R 5 E, LOCATED ON HIGHEST POINT ON S.
 SS1587'EDGE OF SEC. 32.  STATION MARK IN NE. CORNER OF COUNTRY T-RD.
 SS1587'
 SS1587'STATION MARK-STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1587'STAMPED---CNKL-1 1947---.  (POSSIBLY RESTAMPED---CFKL-1---)
 SS1587'
 SS1587'REFERENCE MARK NO. 1--PRECAST CONCRETE MONUMENT WITH REINFORCING ROD
 SS1587'EXTENDING ONE INCH OUT THE TOP, DISTANCE OF 41.75 FT. FROM STATION
 SS1587'MARK S 81 DEGREES 56 MINUTES E.
 SS1587'
 SS1587'REFERENCE MARK NO. 2--PRECAST CONCRETE MONUMENT WITH REINFORCING ROD
 SS1587'EXTENDING ONE INCH OUT THE TOP, DISTANCE OF 60.20 FT. FROM STATION
 SS1587'MARK S 03 DEGREES 52 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0714 ***********************************************************************
 QX0714  DESIGNATION -  CHADBOURNE
 QX0714  PID         -  QX0714
 QX0714  STATE/COUNTY-  MT/PARK
 QX0714  USGS QUAD   -  CHADBORN (1980)
 QX0714
 QX0714                         *CURRENT SURVEY CONTROL
 QX0714  ___________________________________________________________________
 QX0714* NAD 83(1992)-  45 47 29.78444(N)    110 31 06.41525(W)     ADJUSTED  
 QX0714* NAVD 88     -      1451.92   (+/-2cm)    4763.5    (feet)  VERTCON   
 QX0714  ___________________________________________________________________
 QX0714  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 QX0714  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 QX0714
 QX0714  HORZ ORDER  -  THIRD
 QX0714  VERT ORDER  -  THIRD ? (See Below)
 QX0714
 QX0714.The horizontal coordinates were established by classical geodetic methods
 QX0714.and adjusted by the National Geodetic Survey in July 1992..
 QX0714
 QX0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0714.The vertical order pertains to the NGVD 29 superseded value.
 QX0714
 QX0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0714
 QX0714.The geoid height was determined by GEOID03.
 QX0714
 QX0714;                    North         East     Units Scale Factor Converg.
 QX0714;SPC MT       -   171,839.602   520,844.500   MT  0.99961720   -0 44 42.0
 QX0714;SPC MT       -   563,778.22  1,708,807.41   iFT  0.99961720   -0 44 42.0
 QX0714;UTM  12      - 5,071,006.744   537,427.357   MT  0.99961722   +0 20 42.7
 QX0714
 QX0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0714!SPC MT       -   0.99977413  x   0.99961720  =   0.99939142
 QX0714!UTM  12      -   0.99977413  x   0.99961722  =   0.99939144
 QX0714
 QX0714:                Primary Azimuth Mark                     Grid Az
 QX0714:SPC MT       -  GLO 1 RM 1                               267 50 29.5
 QX0714:UTM  12      -  GLO 1 RM 1                               266 45 04.8
 QX0714
 QX0714|---------------------------------------------------------------------|
 QX0714| PID    Reference Object                     Distance      Geod. Az  |
 QX0714|                                                           dddmmss.s |
 QX0714| QX0718 GLO 1 RM 1                          APPROX.11.3 KM 2670547.5 |
 QX0714|---------------------------------------------------------------------|
 QX0714
 QX0714                          SUPERSEDED SURVEY CONTROL
 QX0714
 QX0714  NAD 83(1986)-  45 47 29.78029(N)    110 31 06.40758(W) AD(       ) 3
 QX0714  NAD 27      -  45 47 30.01219(N)    110 31 03.66509(W) AD(       ) 3
 QX0714  NGVD 29 (07/19/86) 1450.80   (m)         4759.8    (f) LEVELING    3  
 QX0714
 QX0714.Superseded values are not recommended for survey control.
 QX0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0714.See file dsdata.txt to determine how the superseded data were derived.
 QX0714
 QX0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR3742771007(NAD 83)
 QX0714_MARKER: DD = SURVEY DISK
 QX0714_SETTING: 66 = SET IN ROCK OUTCROP
 QX0714_SP_SET: SET IN ROCK OUTCROP
 QX0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0714+STABILITY: POSITION/ELEVATION WELL
 QX0714
 QX0714  HISTORY     - Date     Condition        Report By
 QX0714  HISTORY     - 1948     MONUMENTED       USGS
 QX0714
 QX0714                          STATION DESCRIPTION
 QX0714
 QX0714'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0714'STATION LOCATED ON SMALL KNOB, 0.25 MI. W. OF U.S. HIGHWAY 89 AND
 QX0714'1.5 MI. S. OF GRAIN ELEVATOR AT CHADBOURNE.
 QX0714'
 QX0714'TO REACH STATION FROM LIVINGSTON, GO E. ON U.S. HIGHWAY 10 TO JUNCTION
 QX0714'WITH U.S. HIGHWAY 89, THENCE GO 11.0 MI. N. ON U.S. HIGHWAY 89 TO SIDE
 QX0714'RD. LEFT (W.), THIS POINT IS 1.6 MI. S. OF THE CHADBOURNE ELEVATOR,
 QX0714'TURN LEFT (W.) AND GO 0.4 MI., TURN LEFT OFF RD. AND DRIVE 0.15 MI. TO
 QX0714'HIGH POINT AND STATION.
 QX0714'
 QX0714'STATION MARK--STANDARD TABLET, CEMENTED IN OUTCROPPING ROCK, STAMPED
 QX0714'---CHADBOURNE 1948---.
 QX0714'
 QX0714'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, CEMENTED IN ROCK
 QX0714'LEDGE, 143.00 FT. FROM STATION, N 01 DEG 41 MIN W,
 QX0714'STAMPED ---CHADBOURNE NO. 1---.
 QX0714'
 QX0714'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, CEMENTED IN ROCK
 QX0714'OUTCROP, 74.15 FT. FROM STATION, N 66 DEG 13 MIN E,
 QX0714'STAMPED ---CHADBOURNE NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0616 ***********************************************************************
 TL0616  DESIGNATION -  CHAIN
 TL0616  PID         -  TL0616
 TL0616  STATE/COUNTY-  MT/HILL
 TL0616  USGS QUAD   -  SADDLE BUTTE (1969)
 TL0616
 TL0616                         *CURRENT SURVEY CONTROL
 TL0616  ___________________________________________________________________
 TL0616* NAD 83(1992)-  48 38 42.94699(N)    110 00 52.45977(W)     ADJUSTED  
 TL0616* NAVD 88     -       833.79   (+/-2cm)    2735.5    (feet)  VERTCON   
 TL0616  ___________________________________________________________________
 TL0616  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 TL0616  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TL0616
 TL0616  HORZ ORDER  -  THIRD
 TL0616  VERT ORDER  -  THIRD ? (See Below)
 TL0616
 TL0616.The horizontal coordinates were established by classical geodetic methods
 TL0616.and adjusted by the National Geodetic Survey in July 1992..
 TL0616
 TL0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0616.The vertical order pertains to the NGVD 29 superseded value.
 TL0616
 TL0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0616
 TL0616.The geoid height was determined by GEOID03.
 TL0616
 TL0616;                    North         East     Units Scale Factor Converg.
 TL0616;SPC MT       -   488,547.148   562,088.967   MT  0.99980150   -0 22 35.1
 TL0616;SPC MT       - 1,602,844.97  1,844,123.91   iFT  0.99980150   -0 22 35.1
 TL0616;UTM  12      - 5,388,491.150   572,586.701   MT  0.99966473   +0 44 23.0
 TL0616
 TL0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0616!SPC MT       -   0.99987187  x   0.99980150  =   0.99967340
 TL0616!UTM  12      -   0.99987187  x   0.99966473  =   0.99953665
 TL0616
 TL0616:                Primary Azimuth Mark                     Grid Az
 TL0616:SPC MT       -  WEST BASE                                186 14 48.5
 TL0616:UTM  12      -  WEST BASE                                185 07 50.4
 TL0616
 TL0616|---------------------------------------------------------------------|
 TL0616| PID    Reference Object                     Distance      Geod. Az  |
 TL0616|                                                           dddmmss.s |
 TL0616| TL0617 WEST BASE                           APPROX. 8.5 KM 1855213.4 |
 TL0616|---------------------------------------------------------------------|
 TL0616
 TL0616                          SUPERSEDED SURVEY CONTROL
 TL0616
 TL0616  NAD 83(1986)-  48 38 42.94784(N)    110 00 52.44699(W) AD(       ) 3
 TL0616  NAD 27      -  48 38 42.95777(N)    110 00 49.63806(W) AD(       ) 3
 TL0616  NGVD 29 (07/19/86)  832.96   (m)         2732.8    (f) LEVELING    3  
 TL0616
 TL0616.Superseded values are not recommended for survey control.
 TL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0616.See file dsdata.txt to determine how the superseded data were derived.
 TL0616
 TL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU7258788491(NAD 83)
 TL0616_MARKER: Z = SEE DESCRIPTION
 TL0616_SETTING: 0 = UNSPECIFIED SETTING
 TL0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0616
 TL0616  HISTORY     - Date     Condition        Report By
 TL0616  HISTORY     - 1903     MONUMENTED       USGS
 TL0616
 TL0616                          STATION DESCRIPTION
 TL0616
 TL0616'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 TL0616'ON PROMINIENT HILL 1 MI. E. OF EAST END OF CHAIN LAKE, ABOUT 1 MI. NE.
 TL0616'OF WAGON RD. WHICH RUNS FROM HAVRE VIA BURNHAM ON HIGH LAND UP AND
 TL0616'ALONG THE W. SIDE OF MILK RIVER, ABOUT 8 MI. NW. OF BURNHAM AND 6 MI.
 TL0616'N. OF GREAT NORTHERN RAILROAD.
 TL0616'
 TL0616'STATION MARK - IRON BENCH MARK POST SET 36 IN. IN GROUND.
 TL0616'
 TL0616'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0307 ***********************************************************************
 QU0307  DESIGNATION -  CHALK
 QU0307  PID         -  QU0307
 QU0307  STATE/COUNTY-  MT/CARTER
 QU0307  USGS QUAD   -  DAVIS CREEK EAST (1979)
 QU0307
 QU0307                         *CURRENT SURVEY CONTROL
 QU0307  ___________________________________________________________________
 QU0307* NAD 83(1992)-  45 40 50.92027(N)    104 47 09.79225(W)     ADJUSTED  
 QU0307* NAVD 88     -      1156.3    (meters)    3794.     (feet)  VERTCON   
 QU0307  ___________________________________________________________________
 QU0307  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 QU0307  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 QU0307
 QU0307  HORZ ORDER  -  FIRST
 QU0307
 QU0307.The horizontal coordinates were established by classical geodetic methods
 QU0307.and adjusted by the National Geodetic Survey in July 1992..
 QU0307
 QU0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0307
 QU0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0307
 QU0307.The geoid height was determined by GEOID03.
 QU0307
 QU0307;                    North         East     Units Scale Factor Converg.
 QU0307;SPC MT       -   170,059.119   966,905.254   MT  0.99965963   +3 26 53.8
 QU0307;SPC MT       -   557,936.74  3,172,261.33   iFT  0.99965963   +3 26 53.8
 QU0307;UTM  13      - 5,058,606.677   516,661.379   MT  0.99960341   +0 09 11.1
 QU0307
 QU0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0307!SPC MT       -   0.99982122  x   0.99965963  =   0.99948091
 QU0307!UTM  13      -   0.99982122  x   0.99960341  =   0.99942470
 QU0307
 QU0307|---------------------------------------------------------------------|
 QU0307| PID    Reference Object                     Distance      Geod. Az  |
 QU0307|                                                           dddmmss.s |
 QU0307| CQ8056 CHALK RM 1                            8.199 METERS 09932     |
 QU0307| CQ8057 CHALK RM 2                           10.251 METERS 19659     |
 QU0307| QU0308 CABIN                               APPROX.21.0 KM 2070612.3 |
 QU0307| CQ8055 CHALK AZ MK                                        3015539.5 |
 QU0307|---------------------------------------------------------------------|
 QU0307
 QU0307                          SUPERSEDED SURVEY CONTROL
 QU0307
 QU0307  NAD 83(1986)-  45 40 50.90089(N)    104 47 09.77878(W) AD(       ) 1
 QU0307  NAD 27      -  45 40 50.91600(N)    104 47 07.91700(W) AD(       ) 1
 QU0307  NGVD 29 (07/19/86) 1155.7    (m)         3792.     (f) VERT ANG       
 QU0307
 QU0307.Superseded values are not recommended for survey control.
 QU0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0307.See file dsdata.txt to determine how the superseded data were derived.
 QU0307
 QU0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL1666158607(NAD 83)
 QU0307_MARKER: DS = TRIANGULATION STATION DISK
 QU0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0307
 QU0307  HISTORY     - Date     Condition        Report By
 QU0307  HISTORY     - 1949     MONUMENTED       CGS
 QU0307  HISTORY     - 1964     GOOD             USGS
 QU0307
 QU0307                          STATION DESCRIPTION
 QU0307
 QU0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0307'THE STATION IS LOCATED ON A HIGH GRASSY KNOLL, ABOUT 45
 QU0307'MILES SOUTH-SOUTHEAST OF MIZPAH, 27 MILES NORTHEAST OF BROADUS,
 QU0307'18 MILES SOUTH-SOUTHWEST OF EKALAKA, 13 MILES EAST-SOUTHEAST
 QU0307'OF POWDERVILLE, ABOUT 4 MILES WEST OF SOME HIGH PROMINENT
 QU0307'CHALK COLORED BUTTES, 3 MILES NORTHWEST OF THE SMALL SETTLEMENT
 QU0307'OF CHALK BUTTES, 118.5 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 QU0307'92 FEET WEST OF AN NORTH-SOUTH FENCE LINE, 9.6 FEET SOUTHWEST
 QU0307'OF A WITNESS POST, AND ON LAND OWNED BY MR. TOM CHULTZ.
 QU0307'
 QU0307'TO REACH THE STATION FROM THE NORTH SIDE OF THE CARTER COUNTY
 QU0307'COURTHOUSE IN EKALAKA, GO WEST FOR 1 BLOCK, TURN LEFT, SOUTH,
 QU0307'ON THE WEST SIDE OF SCHOOL BUILDING AND FOLLOW THE MAIN GRADED
 QU0307'DIRT ROAD FOR 2 MILES TO A FORK.  BEAR LEFT, SOUTH AND WEST,
 QU0307'AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 4.2 MILES TO A FORK.
 QU0307'BEAR LEFT, SOUTHERLY, AND FOLLOW THE MAIN ROAD FOR 9 MILES TO
 QU0307'A SCHOOL HOUSE ON THE LEFT, CONTINUE SOUTH AND WEST ON THE
 QU0307'MAIN DIRT ROAD FOR 5.1 MILES TO A SCHOOL HOUSE ON THE RIGHT,
 QU0307'CONTINUE SOUTH AND WEST ON THE MAIN DIRT ROAD FOR 3.8 MILES
 QU0307'TO ANOTHER SCHOOL HOUSE ON THE RIGHT, CONTINUE SOUTHWESTERLY
 QU0307'ON THE MAIN DIRT ROAD FOR 1.2 MILES TO A FORK.  BEAR
 QU0307'RIGHT, NORTH, AND FOLLOW A TRACK ROAD FOR 0.15 MILE TO A
 QU0307'GATE, GO THROUGH GATE AND FOLLOW TRACK ROAD, WESTERLY,
 QU0307'FOR 0.15 MILE TO A FORK JUST NORTHEAST OF A RANCH HOUSE.
 QU0307'BEAR RIGHT, FOR 0.3 MILE TO A GATE, GO THROUGH GATE AND
 QU0307'CONTINUE ON TRACK ROAD ACROSS FIELD FOR 0.5 MILE TO A
 QU0307'FORK.  BEAR LEFT AND FOLLOW THE MAIN ROAD TRACK FOR 1.3
 QU0307'MILES TO A DIM TRACK ROAD ON THE RIGHT.  (JUST BEFORE GOING
 QU0307'DOWN HILL AND ENTERING INTO TIMBER) TURN RIGHT, NORTHERLY,
 QU0307'AND FOLLOW THE DIM TRACK ROAD FOR 0.2 MILE TO A GATE, GO
 QU0307'THROUGH GATE AND CONTINUE NORTHERLY ON TRACK ROAD FOR
 QU0307'0.3 MILE TO A GATE, TURN RIGHT AT GATE AND GO EAST ON
 QU0307'THE SOUTH SIDE OF FENCE LINE FOR 0.1 MILE TO THE AZIMUTH
 QU0307'MARK, CONTINUE EASTERLY ALONG THE SOUTH
 QU0307'SIDE OF FENCE FOR 0.1 MILE TO A GATE IN A THREE-WAY
 QU0307'FENCE CORNER, GO THROUGH GATE AND GO ABOUT 0.05 MILE SOUTHEAST
 QU0307'TO THE HIGHEST POINT OF A LOW HILL AND STATION.
 QU0307'
 QU0307'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QU0307'CHALK 1949.
 QU0307'
 QU0307'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QU0307'CHALK NO 1 1949.
 QU0307'
 QU0307'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QU0307'CHALK NO 2 1949.
 QU0307'
 QU0307'THE AZIMUTH MARK IS 4 FEET EAST-SOUTHEAST OF A WITNESS POST,
 QU0307'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES,
 QU0307'AND THE DISK IS STAMPED CHALK 1949.
 QU0307'
 QU0307'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF A 10 X 10-INCH
 QU0307'CONCRETE POSTS.
 QU0307
 QU0307                          STATION RECOVERY (1964)
 QU0307
 QU0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QU0307'TO REACH THE STATION FROM THE NORTH SIDE OF THE CARTER COUNTY
 QU0307'COURTHOUSE IN EKALAKA, GO WEST 1 BLOCK AND TURN LEFT, SOUTH,
 QU0307'2.0 MILE ALONG THE MAIN GRADED, DIRT ROAD TO A Y-ROAD, TURN LEFT,
 QU0307'SOUTH, 7.3 MILE TO THE POWDERVILLE ROAD, CONTINUE SOUTHERLY ALONG
 QU0307'THE MAIN GRADED DIRT ROAD 7.7 MILE TO A CATTLEGUARD WITH A
 QU0307'WINDMILL AND STORAGE BIN ON THE LEFT, CONTINUE ALONG THE
 QU0307'MAIN GRADED DIRT ROAD 3.3 MILE TO A SMALL WOODED DRAW AND 0.05
 QU0307'MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT 0.05 MILE TO
 QU0307'A GATE, GO THRU GATE AND FOLLOW TRACK ROAD, WESTERLY, 1.0
 QU0307'MILE TO A GATE, GO THRU GATE AND FOLLOW TRACK ROAD 0.2 MILE
 QU0307'TO A Y-ROAD, BEAR LEFT AND FOLLOW TRACK ROAD WESTERLY ALONG
 QU0307'THE NORTH SIDE OF A FENCE, 0.8 MILE TO A GATE AND CORRAL,
 QU0307'GO THRU GATE AND TURN LEFT, 75 FT, TO ANOTHER GATE, GO
 QU0307'THRU GATE AND FOLLOW DIM TRACK ROAD 0.1 MILE TO Y-ROAD,
 QU0307'BEAR RIGHT, WESTERLY, AND FOLLOW TRACK ROAD 0.5 MILE ALONG
 QU0307'SOUTH SIDE OF FENCE TO A FENCE CORNER, TURN RIGHT,
 QU0307'NORTHERLY, AND FOLLOW DIM TRACK ROAD UP HILL AND ALONG
 QU0307'THE SOUTH SIDE OF FENCE 0.35 MILE TO TOP OF HILL AND
 QU0307'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1041 ***********************************************************************
 RX1041  DESIGNATION -  CHAMBERLAIN
 RX1041  PID         -  RX1041
 RX1041  STATE/COUNTY-  MT/POWELL
 RX1041  USGS QUAD   -  CHAMBERLAIN MOUNTAIN (1965)
 RX1041
 RX1041                         *CURRENT SURVEY CONTROL
 RX1041  ___________________________________________________________________
 RX1041* NAD 83(1992)-  46 54 51.25347(N)    113 13 24.07561(W)     ADJUSTED  
 RX1041* NAVD 88     -      2092.2    (meters)    6864.     (feet)  VERTCON   
 RX1041  ___________________________________________________________________
 RX1041  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 RX1041  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 RX1041
 RX1041  HORZ ORDER  -  THIRD
 RX1041
 RX1041.The horizontal coordinates were established by classical geodetic methods
 RX1041.and adjusted by the National Geodetic Survey in July 1992..
 RX1041
 RX1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1041
 RX1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1041
 RX1041.The geoid height was determined by GEOID03.
 RX1041
 RX1041;                    North         East     Units Scale Factor Converg.
 RX1041;SPC MT       -   302,785.136   316,642.352   MT  0.99939410   -2 43 25.1
 RX1041;SPC MT       -   993,389.55  1,038,852.86   iFT  0.99939410   -2 43 25.1
 RX1041;UTM  12      - 5,198,033.251   330,700.705   MT  0.99995229   -1 37 27.0
 RX1041
 RX1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1041!SPC MT       -   0.99967427  x   0.99939410  =   0.99906857
 RX1041!UTM  12      -   0.99967427  x   0.99995229  =   0.99962658
 RX1041
 RX1041                          SUPERSEDED SURVEY CONTROL
 RX1041
 RX1041  NAD 83(1986)-  46 54 51.25962(N)    113 13 24.06768(W) AD(       ) 3
 RX1041  NGVD 29 (06/10/92) 2091.0    (m)         6860.     (f) VERT ANG       
 RX1041
 RX1041.Superseded values are not recommended for survey control.
 RX1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1041.See file dsdata.txt to determine how the superseded data were derived.
 RX1041
 RX1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS3070198033(NAD 83)
 RX1041_MARKER: DS = TRIANGULATION STATION DISK
 RX1041_SETTING: 66 = SET IN ROCK OUTCROP
 RX1041_SP_SET: SET IN BEDROCK
 RX1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX1041+STABILITY: POSITION/ELEVATION WELL
 RX1041
 RX1041  HISTORY     - Date     Condition        Report By
 RX1041  HISTORY     - 1940     MONUMENTED       USFS
 RX1041  HISTORY     - 1962     GOOD             USGS
 RX1041
 RX1041                          STATION DESCRIPTION
 RX1041
 RX1041'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX1041'RECOVERED BY USGS IN 1962 AND DESCRIBED AS FOLLOWS
 RX1041'
 RX1041'STATION LOCATED IN SEC. 3, T 13 N, R 13 W, ON NW. AND HIGHEST POINT
 RX1041'OF MOUNTAIN, ABOUT 4.5 MI. N. AND 1.7 MI. E. OF ELEVATION MTN.
 RX1041'
 RX1041'STATION MARK--USFS TABLET SET IN ROCK, STAMPED---CHAMBERLAIN 1940---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0921 ***********************************************************************
 RX0921  DESIGNATION -  CHAMPION
 RX0921  PID         -  RX0921
 RX0921  STATE/COUNTY-  MT/DEER LODGE
 RX0921  USGS QUAD   -  LOCKHART MEADOWS (1989)
 RX0921
 RX0921                         *CURRENT SURVEY CONTROL
 RX0921  ___________________________________________________________________
 RX0921* NAD 83(1992)-  46 14 27.33918(N)    112 36 13.75058(W)     ADJUSTED  
 RX0921* NAVD 88     -      2240.3    (meters)    7350.     (feet)  VERTCON   
 RX0921  ___________________________________________________________________
 RX0921  LAPLACE CORR-          10.07  (seconds)                    DEFLEC99
 RX0921  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 RX0921
 RX0921  HORZ ORDER  -  SECOND
 RX0921
 RX0921.The horizontal coordinates were established by classical geodetic methods
 RX0921.and adjusted by the National Geodetic Survey in July 1992..
 RX0921
 RX0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0921
 RX0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0921
 RX0921.The geoid height was determined by GEOID03.
 RX0921
 RX0921;                    North         East     Units Scale Factor Converg.
 RX0921;SPC MT       -   225,984.988   360,800.049   MT  0.99948258   -2 16 13.6
 RX0921;SPC MT       -   741,420.56  1,183,727.19   iFT  0.99948258   -2 16 13.6
 RX0921;UTM  12      - 5,122,066.823   376,353.324   MT  0.99978794   -1 09 30.6
 RX0921
 RX0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0921!SPC MT       -   0.99965090  x   0.99948258  =   0.99913366
 RX0921!UTM  12      -   0.99965090  x   0.99978794  =   0.99943891
 RX0921
 RX0921|---------------------------------------------------------------------|
 RX0921| PID    Reference Object                     Distance      Geod. Az  |
 RX0921|                                                           dddmmss.s |
 RX0921| CN4114 CHAMPION RM 1                         7.261 METERS 17429     |
 RX0921| RX0929 WARM SPRINGS STATE HOSP TANK        APPROX.16.1 KM 2453325.0 |
 RX0921| CN4115 CHAMPION RM 2                         6.858 METERS 31028     |
 RX0921|---------------------------------------------------------------------|
 RX0921
 RX0921                          SUPERSEDED SURVEY CONTROL
 RX0921
 RX0921  NAD 83(1986)-  46 14 27.33875(N)    112 36 13.74669(W) AD(       ) 2
 RX0921  NAD 27      -  46 14 27.59500(N)    112 36 10.63800(W) AD(       ) 2
 RX0921  NGVD 29 (07/19/86) 2239.0    (m)         7346.     (f) VERT ANG       
 RX0921
 RX0921.Superseded values are not recommended for survey control.
 RX0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0921.See file dsdata.txt to determine how the superseded data were derived.
 RX0921
 RX0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS7635322067(NAD 83)
 RX0921_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RX0921_SETTING: 66 = SET IN ROCK OUTCROP
 RX0921
 RX0921  HISTORY     - Date     Condition        Report By
 RX0921  HISTORY     - 1956     MONUMENTED       CGS
 RX0921
 RX0921                          STATION DESCRIPTION
 RX0921
 RX0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0921'THE STATION IS ON A HIGH, TIMBER-COVERED ROCK OUTCROP, ABOUT
 RX0921'16 MILES NORTH OF BUTTE, 12 MILES NORTHEAST OF ANACONDA AND
 RX0921'12 MILES SOUTHEAST OF DEER LODGE.
 RX0921'
 RX0921'TO REACH THE STATION FROM THE POST OFFICE IN DEER LODGE, GO
 RX0921'SOUTH ON U.S. HIGHWAY 10S FOR 0.35 MILE TO TEXAS AVENUE ON THE
 RX0921'LEFT, TURN LEFT ON TEXAS AVENUE AND GO WEST FOR 0.3 MILE TO A
 RX0921'GRAVELED ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVELED ROAD
 RX0921'AND GO SOUTH AND SOUTHEAST FOR 0.25 MILE TO A FORK, TAKE THE
 RX0921'LEFT ROAD AND GO EAST AND SOUTHEAST FOR 11.9 MILES TO A FORK,
 RX0921'TAKE THE LEFT ROAD AND GO 2.1 MILES TO A CROSS ROAD AND
 RX0921'CONTINENTAL DIVIDE SIGN ON THE RIGHT, TURN RIGHT ON A TRACK ROAD
 RX0921'AND GO 0.2 MILE TO A FORK AND A CABIN, TAKE THE LEFT ROAD
 RX0921'AND GO 0.6 MILE TO A POLE FENCE AND THE END OF TRUCK TRAVEL.
 RX0921'PACK WESTERLY ALONG THE FENCE TO THE TOP OF THE
 RX0921'SECOND ROCK OUTCROP AND THE STATION.  ABOUT A 25 MINUTE PACK.
 RX0921'
 RX0921'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 RX0921'STAMPED CHAMPION 1956.
 RX0921'
 RX0921'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 RX0921'STAMPED CHAMPION NO 1 1956.
 RX0921'
 RX0921'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 RX0921'STAMPED CHAMPION NO 2 1956.
 RX0921'
 RX0921'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1072 ***********************************************************************
 SR1072  DESIGNATION -  CHANCE
 SR1072  PID         -  SR1072
 SR1072  STATE/COUNTY-  MT/PHILLIPS
 SR1072  USGS QUAD   -  D Y JUNCTION (1971)
 SR1072
 SR1072                         *CURRENT SURVEY CONTROL
 SR1072  ___________________________________________________________________
 SR1072* NAD 83(1992)-  47 47 07.48684(N)    108 37 54.99371(W)     ADJUSTED  
 SR1072* NAVD 88     -      1008.0    (meters)    3307.     (feet)  VERTCON   
 SR1072  ___________________________________________________________________
 SR1072  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 SR1072  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 SR1072
 SR1072  HORZ ORDER  -  FIRST
 SR1072
 SR1072.The horizontal coordinates were established by classical geodetic methods
 SR1072.and adjusted by the National Geodetic Survey in July 1992..
 SR1072
 SR1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1072
 SR1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1072
 SR1072.The geoid height was determined by GEOID03.
 SR1072
 SR1072;                    North         East     Units Scale Factor Converg.
 SR1072;SPC MT       -   393,208.275   665,012.349   MT  0.99948371   +0 38 06.0
 SR1072;SPC MT       - 1,290,053.40  2,181,799.05   iFT  0.99948371   +0 38 06.0
 SR1072;UTM  12      - 5,295,165.711   677,372.883   MT  0.99998661   +1 45 15.5
 SR1072
 SR1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1072!SPC MT       -   0.99984440  x   0.99948371  =   0.99932819
 SR1072!UTM  12      -   0.99984440  x   0.99998661  =   0.99983102
 SR1072
 SR1072:                Primary Azimuth Mark                     Grid Az
 SR1072:SPC MT       -  U 65                                     016 56 59.1
 SR1072:UTM  12      -  U 65                                     015 49 49.6
 SR1072
 SR1072|---------------------------------------------------------------------|
 SR1072| PID    Reference Object                     Distance      Geod. Az  |
 SR1072|                                                           dddmmss.s |
 SR1072| SR0230 U 65                                APPROX. 4.4 KM 0173505.1 |
 SR1072| CQ5277 CHANCE RM 1                          20.237 METERS 22244     |
 SR1072| CQ5278 CHANCE RM 2                          16.847 METERS 32516     |
 SR1072|---------------------------------------------------------------------|
 SR1072
 SR1072                          SUPERSEDED SURVEY CONTROL
 SR1072
 SR1072  NAD 83(1986)-  47 47 07.48218(N)    108 37 54.97676(W) AD(       ) 1
 SR1072  NAD 27      -  47 47 07.50547(N)    108 37 52.43040(W) AD(       ) 1
 SR1072  NGVD 29 (07/19/86) 1007.2    (m)         3304.     (f) VERT ANG       
 SR1072
 SR1072.Superseded values are not recommended for survey control.
 SR1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1072.See file dsdata.txt to determine how the superseded data were derived.
 SR1072
 SR1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT7737395166(NAD 83)
 SR1072_MARKER: DS = TRIANGULATION STATION DISK
 SR1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR1072+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SR1072
 SR1072  HISTORY     - Date     Condition        Report By
 SR1072  HISTORY     - 1967     MONUMENTED       CGS
 SR1072  HISTORY     - 1975     GOOD             NGS
 SR1072  HISTORY     - 1986     GOOD
 SR1072
 SR1072                          STATION DESCRIPTION
 SR1072
 SR1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SR1072'THE STATION IS ABOUT 54 MILES SOUTHWEST OF MALTA, 11 MILES
 SR1072'SOUTH-SOUTHWEST OF ZORTMAN, 8 MILES SOUTH OF LANDUSKY, NEAR THE
 SR1072'WEST END OF A HIGH MESA, AND ON PROPERTY OWNED BY THE U.S.
 SR1072'GOVERNMENT AND LEASED BY MR. R. L. LUND.
 SR1072'
 SR1072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191
 SR1072'AND STATE HIGHWAY 376 AT LAST CHANCE (ABOUT 8 MILES SOUTH OF
 SR1072'LANDUSKY), GO SOUTHERLY ON U.S. HIGHWAY 191 FOR 1.3 MILES TO
 SR1072'A SIDE ROAD LEFT AND SIGN SQUARE BUTTE RESOURCE CONSERVATION
 SR1072'AREA.  TURN LEFT, CROSSING CATTLE GUARD, THENCE LEFT AGAIN ALONG
 SR1072'EAST SIDE OF FENCE FOR 0.1 MILE TO A FENCE CORNER.  BEAR RIGHT
 SR1072'AND FOLLOW TRACK ROAD NORTHEASTERLY FOR 1.1 MILES TO THE TOP OF
 SR1072'THE MESA.  TURN LEFT AND GO NORTH AND WEST ON DIM TRACK ROAD
 SR1072'FOR 0.1 MILE TO THE STATION.
 SR1072'
 SR1072'THE STATION IS A STANDARD DISK STAMPED CHANCE 1967, SET IN THE
 SR1072'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 8 INCHES
 SR1072'ABOVE THE GROUND SURFACE.  IT IS 4 FEET EAST OF A METAL WITNESS
 SR1072'POST WITH SIGN ATTACHED.
 SR1072'
 SR1072'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHANCE NO 1 1967,
 SR1072'SET IN THE TOP A 12-INCH CYLINDRICAL CONCRETE POST AND
 SR1072'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 62-1/2 FEET
 SR1072'SOUTHWEST OF THE METAL WITNESS POST AND ABOUT 2 FEET LOWER THAN
 SR1072'THE STATION.
 SR1072'
 SR1072'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHANCE NO 2 1967,
 SR1072'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 SR1072'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET NORTHWEST OF
 SR1072'THE METAL WITNESS POST AND THE SAME ELEVATION AS THE STATION.
 SR1072'
 SR1072'BM U 65 1933 WAS USED AS THE AZIMUTH MARK.  IT IS A STANDARD
 SR1072'BENCH MARK DISK STAMPED U 65 1933 3285.328, SET IN THE TOP
 SR1072'OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 15 INCHES
 SR1072'ABOVE THE GROUND SURFACE.  IT IS 52 FEET SOUTH OF THE CENTER OF
 SR1072'A GRAVELED ROAD, 28 FEET SOUTH OF A METAL WITNESS POST WITH
 SR1072'SIGN ATTACHED IN FENCE, 24.4 FEET SOUTH-SOUTHWEST OF A FENCE
 SR1072'CORNER, AND 4.5 FEET WEST OF A FENCE.
 SR1072'
 SR1072'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 SR1072'191 AND STATE HIGHWAY 376 MENTIONED ABOVE, GO NORTHWEST ON STATE
 SR1072'HIGHWAY 376 FOR 1.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 SR1072'EAST ON GRAVELED ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON
 SR1072'THE RIGHT.
 SR1072
 SR1072                          STATION RECOVERY (1975)
 SR1072
 SR1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (KLC)
 SR1072'THE MAIN STATION MARK, RM 1, AND RM 2 WERE RECOVERED AS DESCRIBED
 SR1072'(NO WITNESS POSTS AT RM 1 OR 2) AND IN GOOD CONDITION.  DISTANCES
 SR1072'COMPARED FAVORABLY AND THE ANGLE BETWEEN RM 1 AND RM 2 DIFFERED BY
 SR1072'00 DEG 03 MIN 21 SEC.  THE TO REACH IS GOOD.
 SR1072'
 SR1072'THE AZIMUTH MARK (BM U 65 1933) WAS NOT SEARCHED FOR.
 SR1072'
 SR1072'STATION CHANCE WAS USED AS THE ANTENNA LOCATION FOR GEOCEIVER
 SR1072'STATION 51104.
 SR1072'
 SR1072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- 8 MILES SOUTH
 SR1072'OF LANDUSKY.
 SR1072
 SR1072                          STATION RECOVERY (1986)
 SR1072
 SR1072'RECOVERED 1986
 SR1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0760 ***********************************************************************
 TH0760  DESIGNATION -  CHAP
 TH0760  PID         -  TH0760
 TH0760  STATE/COUNTY-  MT/SHERIDAN
 TH0760  USGS QUAD   -  DOOLEY (1983)
 TH0760
 TH0760                         *CURRENT SURVEY CONTROL
 TH0760  ___________________________________________________________________
 TH0760* NAD 83(1992)-  48 58 26.18412(N)    104 25 21.08897(W)     ADJUSTED  
 TH0760* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 TH0760  ___________________________________________________________________
 TH0760  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 TH0760  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 TH0760
 TH0760  HORZ ORDER  -  THIRD
 TH0760
 TH0760.The horizontal coordinates were established by classical geodetic methods
 TH0760.and adjusted by the National Geodetic Survey in July 1992..
 TH0760
 TH0760.The orthometric height was scaled from a topographic map.
 TH0760
 TH0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0760
 TH0760.The geoid height was determined by GEOID03.
 TH0760
 TH0760;                    North         East     Units Scale Factor Converg.
 TH0760;SPC MT       -   537,013.470   971,455.554   MT  0.99998407   +3 42 51.1
 TH0760;SPC MT       - 1,761,855.22  3,187,190.14   iFT  0.99998407   +3 42 51.1
 TH0760;UTM  13      - 5,424,719.491   542,259.934   MT  0.99962194   +0 26 08.4
 TH0760
 TH0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0760!SPC MT       -   0.99988557  x   0.99998407  =   0.99986964
 TH0760!UTM  13      -   0.99988557  x   0.99962194  =   0.99950756
 TH0760
 TH0760:                Primary Azimuth Mark                     Grid Az
 TH0760:SPC MT       -  WHITE                                    352 36 30.1
 TH0760:UTM  13      -  WHITE                                    355 53 12.8
 TH0760
 TH0760|---------------------------------------------------------------------|
 TH0760| PID    Reference Object                     Distance      Geod. Az  |
 TH0760|                                                           dddmmss.s |
 TH0760| TH0895 WHITE                               APPROX. 4.0 KM 3561921.2 |
 TH0760|---------------------------------------------------------------------|
 TH0760
 TH0760                          SUPERSEDED SURVEY CONTROL
 TH0760
 TH0760  NAD 83(1986)-  48 58 26.18414(N)    104 25 21.09086(W) AD(       ) 3
 TH0760
 TH0760.Superseded values are not recommended for survey control.
 TH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0760.See file dsdata.txt to determine how the superseded data were derived.
 TH0760
 TH0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ4226024719(NAD 83)
 TH0760_MARKER: DD = SURVEY DISK
 TH0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0760+STABILITY: SURFACE MOTION
 TH0760
 TH0760  HISTORY     - Date     Condition        Report By
 TH0760  HISTORY     - 1911     MONUMENTED       IBC
 TH0760
 TH0760                          STATION DESCRIPTION
 TH0760
 TH0760'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0760'ABOUT 1-3/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 570, IN
 TH0760'SE 1/4 SECTION 11, TOWNSHIP 37, RANGE 55 E, PRINCIPAL MERIDIAN.  THE
 TH0760'STATION IS ON A PROMINENT ROUND - TOPPED HILL.
 TH0760'
 TH0760'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0760'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0626 ***********************************************************************
 TH0626  DESIGNATION -  CHARLIE
 TH0626  PID         -  TH0626
 TH0626  STATE/COUNTY-  MT/RICHLAND
 TH0626  USGS QUAD   -  TWOMILE CREEK (1989)
 TH0626
 TH0626                         *CURRENT SURVEY CONTROL
 TH0626  ___________________________________________________________________
 TH0626* NAD 83(1992)-  48 04 34.17975(N)    104 44 29.45201(W)     ADJUSTED  
 TH0626* NAVD 88     -       730.4    (meters)    2396.     (feet)  VERTCON   
 TH0626  ___________________________________________________________________
 TH0626  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 TH0626  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 TH0626
 TH0626  HORZ ORDER  -  FIRST
 TH0626
 TH0626.The horizontal coordinates were established by classical geodetic methods
 TH0626.and adjusted by the National Geodetic Survey in July 1992..
 TH0626
 TH0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0626
 TH0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0626
 TH0626.The geoid height was determined by GEOID03.
 TH0626
 TH0626;                    North         East     Units Scale Factor Converg.
 TH0626;SPC MT       -   435,923.365   954,208.629   MT  0.99956546   +3 28 51.1
 TH0626;SPC MT       - 1,430,194.77  3,130,605.74   iFT  0.99956546   +3 28 51.1
 TH0626;UTM  13      - 5,324,797.578   519,253.456   MT  0.99960455   +0 11 32.4
 TH0626
 TH0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0626!SPC MT       -   0.99988831  x   0.99956546  =   0.99945381
 TH0626!UTM  13      -   0.99988831  x   0.99960455  =   0.99949290
 TH0626
 TH0626:                Primary Azimuth Mark                     Grid Az
 TH0626:SPC MT       -  FORT KIPP PRESB CH SPIRE                 007 10 50.6
 TH0626:UTM  13      -  FORT KIPP PRESB CH SPIRE                 010 28 09.3
 TH0626
 TH0626|---------------------------------------------------------------------|
 TH0626| PID    Reference Object                     Distance      Geod. Az  |
 TH0626|                                                           dddmmss.s |
 TH0626| TH0631 FORT KIPP PRESB CH SPIRE            APPROX. 8.5 KM 0103941.7 |
 TH0626| TH0630 FORT KIPP CATH CH SPIRE             APPROX. 8.8 KM 0112842.9 |
 TH0626| CQ8068 CHARLIE RM 2                          9.273 METERS 02738     |
 TH0626| CQ8067 CHARLIE RM 1                          7.656 METERS 14545     |
 TH0626| CQ8066 CHARLIE AZ MK                                      1933021.9 |
 TH0626| TH0645 BROCKTON GREAT NORTH RR TANK        APPROX.15.4 KM 3011833.0 |
 TH0626|---------------------------------------------------------------------|
 TH0626
 TH0626                          SUPERSEDED SURVEY CONTROL
 TH0626
 TH0626  NAD 83(1986)-  48 04 34.17739(N)    104 44 29.44724(W) AD(       ) 1
 TH0626  NAD 27      -  48 04 34.10914(N)    104 44 27.57903(W) AD(       ) 1
 TH0626  NGVD 29 (07/19/86)  729.8    (m)         2394.     (f) VERT ANG       
 TH0626
 TH0626.Superseded values are not recommended for survey control.
 TH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0626.See file dsdata.txt to determine how the superseded data were derived.
 TH0626
 TH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP1925324798(NAD 83)
 TH0626_MARKER: DS = TRIANGULATION STATION DISK
 TH0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0626+STABILITY: SURFACE MOTION
 TH0626
 TH0626  HISTORY     - Date     Condition        Report By
 TH0626  HISTORY     - 1948     MONUMENTED       CGS
 TH0626  HISTORY     - 1968     GOOD             USGS
 TH0626  HISTORY     - 1968     GOOD             DMA
 TH0626
 TH0626                          STATION DESCRIPTION
 TH0626
 TH0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0626'THE STATION IS 12-1/2 MILES WEST-SOUTHWEST OF CULBERTSON, IN THE
 TH0626'S.E. 1/4 OF SEC. 21, T 27 N., R 54 E, AND ON LAND OWNED BY H.A.
 TH0626'MILLER.  IT IS 6 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 TH0626'6 INCHES AND THE DISK IS STAMPED CHARLIE 1948.
 TH0626'
 TH0626'REFERENCE MARK NO. 1 IS 25.12 FEET SOUTH-SOUTHEAST OF THE STATION.
 TH0626'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHARLIE NO 1
 TH0626'1948.
 TH0626'
 TH0626'REFERENCE MARK NO. 2 IS 30.42 FEET NORTH-NORTHEAST OF THE STATION.
 TH0626'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHARLIE NO 2
 TH0626'1948.
 TH0626'
 TH0626'THE AZIMUTH MARK IS 0.9 MILE SOUTH OF THE STATION.  IT IS 66 FEET
 TH0626'WEST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD, 10 FEET
 TH0626'NORTHEAST OF A FENCE CORNER AND 3 FEET EAST OF A WITNESS POST.
 TH0626'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHARLIE 1948.
 TH0626'
 TH0626'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TH0626'STATE HIGHWAY 16 IN CULBERTSON, GO SOUTHEAST ON HIGHWAY 16 FOR 9.3
 TH0626'MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST 0.4 MILE,
 TH0626'BEAR LEFT AND GO SOUTH 0.45 MILE, BEAR RIGHT AND GO WESTERLY FOR
 TH0626'13.4 MILES TO THE MONA SCHOOL HOUSE, TURN RIGHT ON A RIGHT ON A
 TH0626'TRACK ROAD MIDWAY BETWEEN A BRIDGE AND THE SCHOOL AND GO 1.0
 TH0626'MILE TO A FORK, TAKE THE LEFT ROAD AND GO 0.25 MILE TO A FORK,
 TH0626'TAKE THE LEFT ROAD AND GO 0.15 MILE TO A GATE, PASS THROUGH
 TH0626'THE GATE AND GO 0.2 MILE TO A FORK TAKE THE LEFT ROAD AND GO
 TH0626'0.9 MILE TO A GATE, PASS THROUGH THE GATE AND GO 0.3 MILE TO A
 TH0626'FORK, TAKE THE LEFT ROAD AND GO 0.1 MILE TO A SMALL CREEK,
 TH0626'CROSS THE CREEK AND FOLLOW THE TRACK ROAD NORTHWESTERLY 0.7
 TH0626'MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 0.75 MILES TO THE
 TH0626'AZIMUTH MARK, CONTINUE NORTHERLY 0.9 MILE TO A FORK JUST BELOW THE
 TH0626'HILL AND THE STATION SITE, BEAR RIGHT 0.05 MILE, THENCE LEFT UP
 TH0626'THE HILL TO THE STATION.
 TH0626
 TH0626                          STATION RECOVERY (1968)
 TH0626
 TH0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TH0626'MARKS FOUND IN GOOD CONDITION.
 TH0626'
 TH0626'FROM JUNCTION OF US HWY 2 AND STATE ROUTE 16 IN NORTH PART
 TH0626'OF CULBERTSON PROCEED SOUTH ON HWY 16 FOR 9.9 MILES, TURN RIGHT ON
 TH0626'GRAVEL ROAD WEST AND GO 0.4 MILES TO T RD SOUTH, TURN LEFT, SOUTH
 TH0626'0.5 MILES TO A RD FK., GO RIGHT, WEST, 4.1 MILES, TO A RD FK.,
 TH0626'TAKE LEFT RD FOR 0.4 MILES TO A RD FK., GO RIGHT 5.5 MILES TO A X
 TH0626'RD., CONTINUE WEST AND GO 2.5 MILES TO A T RD SOUTH, CONTINUE
 TH0626'WEST AND GO 1.0 MILES TO A RD FK WHICH IS APPROX 300 FT EAST OF A
 TH0626'BRIDGE.  TURN RIGHT ON FIELD ROAD AND GO 0.7 MILES TO A RD
 TH0626'FK., TAKE RIGHT AND GO 1.7 MILES TO A GATE AND 1/4 CORNER
 TH0626'BETWEEN SECS 3 AND 34., PROCEED NORTHERLY ALONG ROAD FOR 2.7
 TH0626'MILES TO STATION WHICH IS JUST WEST OF ROAD ON HIGH KNOLL.
 TH0626
 TH0626                          STATION RECOVERY (1968)
 TH0626
 TH0626'RECOVERY NOTE BY DEFENSE MAP AGENCY 1968
 TH0626'STATION AND BOTH RMS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TH0626'A BRIEF SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT WAS NOT
 TH0626'FOUND.
 TH0626'
 TH0626'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1028 ***********************************************************************
 SR1028  DESIGNATION -  CHARM ET
 SR1028  PID         -  SR1028
 SR1028  STATE/COUNTY-  MT/PHILLIPS
 SR1028  USGS QUAD   -  VESETH RESERVOIR (1965)
 SR1028
 SR1028                         *CURRENT SURVEY CONTROL
 SR1028  ___________________________________________________________________
 SR1028* NAD 83(1992)-  47 57 54.35526(N)    108 14 54.30612(W)     ADJUSTED  
 SR1028* NAVD 88     -       935.     (meters)    3068.     (feet)  VERTCON   
 SR1028  ___________________________________________________________________
 SR1028  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 SR1028  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 SR1028
 SR1028  HORZ ORDER  -  THIRD
 SR1028
 SR1028.The horizontal coordinates were established by classical geodetic methods
 SR1028.and adjusted by the National Geodetic Survey in July 1992..
 SR1028
 SR1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1028
 SR1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1028
 SR1028.The geoid height was determined by GEOID03.
 SR1028
 SR1028;                    North         East     Units Scale Factor Converg.
 SR1028;SPC MT       -   413,563.393   693,414.906   MT  0.99953115   +0 54 55.9
 SR1028;SPC MT       - 1,356,835.28  2,274,983.29   iFT  0.99953115   +0 54 55.9
 SR1028;UTM  12      - 5,316,085.431   705,385.942   MT  1.00011837   +2 02 39.9
 SR1028
 SR1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1028!SPC MT       -   0.99985601  x   0.99953115  =   0.99938723
 SR1028!UTM  12      -   0.99985601  x   1.00011837  =   0.99997436
 SR1028
 SR1028:                Primary Azimuth Mark                     Grid Az
 SR1028:SPC MT       -  VESETH                                   019 03 13.0
 SR1028:UTM  12      -  VESETH                                   017 55 29.0
 SR1028
 SR1028|---------------------------------------------------------------------|
 SR1028| PID    Reference Object                     Distance      Geod. Az  |
 SR1028|                                                           dddmmss.s |
 SR1028| TK0425 VESETH                              APPROX. 6.2 KM 0195808.9 |
 SR1028|---------------------------------------------------------------------|
 SR1028
 SR1028                          SUPERSEDED SURVEY CONTROL
 SR1028
 SR1028  NAD 83(1986)-  47 57 54.34815(N)    108 14 54.29216(W) AD(       ) 3
 SR1028  NAD 27      -  47 57 54.35895(N)    108 14 51.83145(W) AD(       ) 3
 SR1028  NGVD 29 (07/19/86)  934.     (m)         3064.     (f) VERT ANG       
 SR1028
 SR1028.Superseded values are not recommended for survey control.
 SR1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1028.See file dsdata.txt to determine how the superseded data were derived.
 SR1028
 SR1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYU0538616085(NAD 83)
 SR1028_MARKER: DD = SURVEY DISK
 SR1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1028+STABILITY: SURFACE MOTION
 SR1028
 SR1028  HISTORY     - Date     Condition        Report By
 SR1028  HISTORY     - 1965     MONUMENTED       USGS
 SR1028
 SR1028                          STATION DESCRIPTION
 SR1028
 SR1028'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SR1028'STATION IS ABOUT 30 MI. (AIRLINE) SW. OF MALTA AND ABOUT 3 MI. E. OF
 SR1028'U.S. HIGHWAY 191 ON KNOBBY GLACIAL RIDGE OVERLOOKING LITTLE WARM
 SR1028'SPRINGS CREEK TO N.
 SR1028'
 SR1028'TO REACH FROM MALTA POST OFFICE, GO SW. ON U.S. HIGHWAY 191 30.8 MI.
 SR1028'TO EMOND RANCH ROAD LEFT.  LEAVE HIGHWAY AND GO E. ON RANCH RD. 1.4
 SR1028'MI. TO A POINT ABOUT 0.5 MI. S. OF FENCE CORNER N. AND E.  LEAVE RANCH
 SR1028'RD. AND TURN N. CROSS COUNTRY 0.8 MI. ALONG FENCE LINE TO WIRE GATE
 SR1028'AT T-FENCE W.  PASS THRU GATE AND DRIVE NW. CROSS COUNTRY 0.5 MI. TO
 SR1028'HIGHEST KNOB AND STATION.
 SR1028'
 SR1028'STATION MARK--STANDARD TABLET STAMPED ---CHARM-ET 1965---, SET IN
 SR1028'SQUARE CONCRETE POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0699 ***********************************************************************
 TH0699  DESIGNATION -  CHEL
 TH0699  PID         -  TH0699
 TH0699  STATE/COUNTY-  MT/ROOSEVELT
 TH0699  USGS QUAD   -  TULE VALLEY EAST (1983)
 TH0699
 TH0699                         *CURRENT SURVEY CONTROL
 TH0699  ___________________________________________________________________
 TH0699* NAD 83(1992)-  48 16 16.73897(N)    105 30 14.24667(W)     ADJUSTED  
 TH0699* NAVD 88     -       818.5    (meters)    2685.     (feet)  VERTCON   
 TH0699  ___________________________________________________________________
 TH0699  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 TH0699  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TH0699
 TH0699  HORZ ORDER  -  SECOND
 TH0699
 TH0699.The horizontal coordinates were established by classical geodetic methods
 TH0699.and adjusted by the National Geodetic Survey in July 1992..
 TH0699
 TH0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0699
 TH0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0699
 TH0699.The geoid height was determined by GEOID03.
 TH0699
 TH0699;                    North         East     Units Scale Factor Converg.
 TH0699;SPC MT       -   454,414.483   896,402.247   MT  0.99963503   +2 55 23.2
 TH0699;SPC MT       - 1,490,861.16  2,940,952.25   iFT  0.99963503   +2 55 23.2
 TH0699;UTM  13      - 5,346,579.367   462,604.634   MT  0.99961718   -0 22 34.0
 TH0699
 TH0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0699!SPC MT       -   0.99987442  x   0.99963503  =   0.99950950
 TH0699!UTM  13      -   0.99987442  x   0.99961718  =   0.99949165
 TH0699
 TH0699|---------------------------------------------------------------------|
 TH0699| PID    Reference Object                     Distance      Geod. Az  |
 TH0699|                                                           dddmmss.s |
 TH0699| CQ8069 CHEL RM 1                            19.649 METERS 06638     |
 TH0699| TH0247 L 63                                               0822612.1 |
 TH0699| CQ8070 CHEL RM 2                            23.048 METERS 35631     |
 TH0699|---------------------------------------------------------------------|
 TH0699
 TH0699                          SUPERSEDED SURVEY CONTROL
 TH0699
 TH0699  NAD 83(1986)-  48 16 16.73819(N)    105 30 14.24129(W) AD(       ) 2
 TH0699  NAD 27      -  48 16 16.66453(N)    105 30 12.25644(W) AD(       ) 2
 TH0699  NGVD 29 (07/19/86)  817.9    (m)         2683.     (f) VERT ANG       
 TH0699
 TH0699.Superseded values are not recommended for survey control.
 TH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0699.See file dsdata.txt to determine how the superseded data were derived.
 TH0699
 TH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP6260546579(NAD 83)
 TH0699_MARKER: DS = TRIANGULATION STATION DISK
 TH0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0699
 TH0699  HISTORY     - Date     Condition        Report By
 TH0699  HISTORY     - 1948     MONUMENTED       CGS
 TH0699  HISTORY     - 1972     GOOD             USGS
 TH0699
 TH0699                          STATION DESCRIPTION
 TH0699
 TH0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0699'STATION IS ON A PROMINENT RIDGE WEST OF STATE ROUTE 13, ABOUT 11
 TH0699'MILES NORTH-NORTHWEST OF THE JUNCTION OF U.S. ROUTE 2 AND STATE
 TH0699'ROUTE 13, IN NORTHEAST QUARTER OF SEC. 17, T. 29 N., R. 48 E., AND
 TH0699'ON TRIBAL INDIAN LAND.  IT IS 37 FEET WEST OF A FENCE CORNER, 25.7
 TH0699'FEET WEST OF TRACK ROAD AND 15 FEET SOUTHEAST OF A WITNESS POST.
 TH0699'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHEL 1948.
 TH0699'
 TH0699'REFERENCE MARK NO. 1 IS 64.47 FEET NORTHEAST OF THE STATION AND 1
 TH0699'FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 TH0699'IS STAMPED CHEL NO 1 1948.
 TH0699'
 TH0699'REFERENCE MARK NO. 2 IS 75.62 FEET NORTH OF THE STATION AND 1 FOOT
 TH0699'WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 TH0699'STAMPED CHEL NO 2 1948.
 TH0699'
 TH0699'U.S.C. AND G.S. B.M. L 63 IS APPROXIMATELY 1 MILE EAST OF THE
 TH0699'STATION AND WAS USED AS THE AZIMUTH MARK.  IT IS 71 FEET EAST OF
 TH0699'STATE ROUTE 13, 30 FEET EAST OF A FENCE CORNER AND 25 FEET SOUTH OF
 TH0699'A FARM ROAD.  IT IS A STANDARD BENCH MARK DISK SET IN A 4-INCH
 TH0699'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND THE DISK IS
 TH0699'STAMPED L 63 1934.
 TH0699'
 TH0699'G.L.O. (UNSTAMPED) IS SOUTHEAST OF THE STATION.  IT IS A STANDARD
 TH0699'GENERAL LAND OFFICE DISK FASTENED TO THE TOP OF A 3-INCH IRON PIPE
 TH0699'THAT PROJECTS 8 INCHES AND THE DISK IS UNSTAMPED.  A TRAVERSE
 TH0699'CONNECTION WAS MADE TO TRIANGULATION STATION CHEL AND THE DISTANCE
 TH0699'WAS FOUND TO BE NOT MEASURED THIS (1948) SEASON.
 TH0699'
 TH0699'TO REACH FROM THE JUNCTION OF U.S. ROUTE 2 AND STATE ROUTE 13, GO
 TH0699'NORTH ON STATE ROUTE 13 FOR 9.6 MILES TO A TRACK ROAD ON THE LEFT,
 TH0699'FROM HERE THE C. AND G.S. B.M. L 63 IS 1 MILE NORTH, TURN LEFT ON
 TH0699'TRACK ROAD AND GO NORTHWEST, CROSSING RIDGE THAT IS EAST OF THE
 TH0699'KNOB ON THE SOUTHEAST END OF A HIGHER RIDGE, 0.45 MILE, CONTINUE
 TH0699'ACROSS A BASIN THEN LEFT UP POINT OF RIDGE 0.45 MILE TO THE TOP AND
 TH0699'THE G.L.O. MARK ON THE LEFT, TURN RIGHT ON TOP OF RIDGE AND
 TH0699'GO 0.15 MILE TO FENCE CORNER AND THE STATION.
 TH0699'
 TH0699'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TH0699
 TH0699                          STATION RECOVERY (1972)
 TH0699
 TH0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 TH0699'FOUND IN GOOD COND.
 TH0699'
 TH0699'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 2 AND MONTANA
 TH0699'STATE HIGHWAY 13 EAST OF WOLF POINT, MONTANA GO NORTH ON HIGHWAY 13
 TH0699'FOR 9.35 MILES TO A GATE ON THE LEFT AT A T FENCE WEST.  TURN LEFT
 TH0699'THRU THE GATE ON THE NORTH SIDE OF THE FENCE AND GO NORTHWEST ON A
 TH0699'TRACK ROAD FOR 0.60 MILE TO A T FENCE WEST.  TURN RIGHT ON A
 TH0699'TRACK ROAD AND GO NORTHEAST FOR 0.15 MILE TO THE ROAD AT CREST.
 TH0699'TURN LEFT UP RIDGE ON TRACK ROAD AND GO WEST AND THEN NORTH ALONG
 TH0699'TOP FOR 0.40 MILE TO STATION ON THE LEFT.
 TH0699'
 TH0699'DIRECTION AND DISTANCE--WOLF POINT, N 26 DEG E, ABOUT 14 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0687 ***********************************************************************
 TH0687  DESIGNATION -  CHELSEA LB
 TH0687  PID         -  TH0687
 TH0687  STATE/COUNTY-  MT/ROOSEVELT
 TH0687  USGS QUAD   -  CHELSEA SW (1972)
 TH0687
 TH0687                         *CURRENT SURVEY CONTROL
 TH0687  ___________________________________________________________________
 TH0687* NAD 83(1992)-  48 05 31.28769(N)    105 26 40.90137(W)     ADJUSTED  
 TH0687* NAVD 88     -       601.8    (meters)    1974.     (feet)  VERTCON   
 TH0687  ___________________________________________________________________
 TH0687  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 TH0687  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TH0687
 TH0687  HORZ ORDER  -  SECOND
 TH0687
 TH0687.The horizontal coordinates were established by classical geodetic methods
 TH0687.and adjusted by the National Geodetic Survey in July 1992..
 TH0687
 TH0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0687
 TH0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0687
 TH0687.The geoid height was determined by GEOID03.
 TH0687
 TH0687;                    North         East     Units Scale Factor Converg.
 TH0687;SPC MT       -   434,738.874   901,825.405   MT  0.99957067   +2 57 59.3
 TH0687;SPC MT       - 1,426,308.64  2,958,744.77   iFT  0.99957067   +2 57 59.3
 TH0687;UTM  13      - 5,326,624.066   466,886.838   MT  0.99961347   -0 19 51.4
 TH0687
 TH0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0687!SPC MT       -   0.99990840  x   0.99957067  =   0.99947911
 TH0687!UTM  13      -   0.99990840  x   0.99961347  =   0.99952191
 TH0687
 TH0687|---------------------------------------------------------------------|
 TH0687| PID    Reference Object                     Distance      Geod. Az  |
 TH0687|                                                           dddmmss.s |
 TH0687| CQ8072 CHELSEA LB RM 3                      14.258 METERS 05254     |
 TH0687| CQ8071 CHELSEA LB RM 1                      21.710 METERS 09908     |
 TH0687| TH0688 FPR 12 LB                            40.773 METERS 19018     |
 TH0687| TH0690 SPREAD EAGLE                        APPROX. 3.7 KM 2015137.2 |
 TH0687| TH0707 WOLF PT SE MUN TANK                 APPROX.15.0 KM 2731858.1 |
 TH0687| CQ8073 CHELSEA LB RM 4                       8.040 METERS 32305     |
 TH0687|---------------------------------------------------------------------|
 TH0687
 TH0687                          SUPERSEDED SURVEY CONTROL
 TH0687
 TH0687  NAD 83(1986)-  48 05 31.28709(N)    105 26 40.89617(W) AD(       ) 2
 TH0687  NAD 27      -  48 05 31.22693(N)    105 26 38.92441(W) AD(       ) 2
 TH0687  NGVD 29 (07/19/86)  601.2    (m)         1972.     (f) VERT ANG       
 TH0687
 TH0687.Superseded values are not recommended for survey control.
 TH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0687.See file dsdata.txt to determine how the superseded data were derived.
 TH0687
 TH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP6688726624(NAD 83)
 TH0687_MARKER: DS = TRIANGULATION STATION DISK
 TH0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0687
 TH0687  HISTORY     - Date     Condition        Report By
 TH0687  HISTORY     - 1948     MONUMENTED       CGS
 TH0687  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TH0687
 TH0687                          STATION DESCRIPTION
 TH0687
 TH0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0687'THE STATION IS ON THE LEFT OR NORTHERN BANK OF THE MISSOURI RIVER,
 TH0687'ABOUT 9 MILES EAST OF WOLF POINT, ABOUT 5-3/4 MILES SOUTHWEST OF
 TH0687'CHELSEA RAILROAD STATION, ON LAND OWNED BY WILLARD RUGGLES, AND IN
 TH0687'THE SW 1/4 SEC. 18, T. 27 N., R. 49 E.  IT IS 170 FEET NORTH OF
 TH0687'THE RIVERBANK, 20 FEET WEST OF A TRACK ROAD, AND 10 FEET EAST OF A
 TH0687'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 TH0687'STAMPED CHELSEA L B 1948.
 TH0687'
 TH0687'REFERENCE MARK NO. 1 IS 71.23 FEET EAST OF THE STATION.  THE MARK
 TH0687'PROJECTS 4 INCHES AND THE DISK IS STAMPED CHELSEA L B NO 1 1948.
 TH0687'
 TH0687'F.P.R. 12 R.B. (U.S.E.D.) IS USED AS A SECOND REFERENCE MARK.  IT
 TH0687'IS A STANDARD U.S. ENGINEER DEPARTMENT DISK STAMPED F P R 12 AND
 TH0687'FASTENED TO THE TOP OF A 3-INCH PIPE THAT PROJECTS 10 INCHES.  IT
 TH0687'IS SOUTH OF THE STATION AND BY SECOND-ORDER TRAVERSE 40.777 METERS
 TH0687'OR 133.78 FEET DISTANT THEREFROM.
 TH0687'
 TH0687'TO REACH FROM THE TRIANGLE SERVICE STATION AND CAFE IN WOLF POINT,
 TH0687'GO EAST ON U. S. HIGHWAY 2 FOR 7.0 MILES TO THE JUNCTION OF U.S.
 TH0687'HIGHWAY 2, STATE HIGHWAY 13 N, STATE HIGHWAY 50 S, TURN RIGHT ON
 TH0687'THE LATTER AND GO SOUTH 1.5 MILES TO A GRAVEL ROAD LEFT, THIS IS
 TH0687'0.1 MILE SOUTH OF RAILROAD CROSSING, TURN LEFT AND FOLLOW MAIN
 TH0687'ROAD EASTERLY 3.85 MILES TO A GATE ON THE RIGHT, THIS IS 0.4 MILE
 TH0687'WEST OF YELLOW RANCH HOUSE AND YELLOW CIRCULAR GRAIN BINS, TURN
 TH0687'RIGHT THROUGH GATE AND FOLLOW TRACK ROAD SOUTHERLY 0.7 MILE TO
 TH0687'AN OLD BUILDING SITE, KEEP LEFT OF THIS SITE AND CONTINUE
 TH0687'SOUTHERLY ON TRACK ROAD 1.0 MILE TO THE RIVER BANK AND
 TH0687'STATION.
 TH0687
 TH0687                          STATION RECOVERY (1973)
 TH0687
 TH0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TH0687'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED WITH THE
 TH0687'TOPS BROKEN OFF AND THE DISKS MISSING.  A U.S. ENGINEERS DISK WAS
 TH0687'FOUND ABOUT 133.82 FEET SOUTH OF THE STATION AND IS BELIEVED TO BE
 TH0687'REFERENCE MARK NO. 2, ALTHOUGH THE ONLY STAMPING READABLE ON THE
 TH0687'DISK IS MO 11, (LOOKS AS THOUGH OTHER STAMPING MAY HAVE BEEN
 TH0687'OBLITERATED), AND THE MARK USED IS SAID TO HAVE BEEN STAMPED F P
 TH0687'R 12 IN THE 1948 DESCRIPTION.  A NEW STATION MARK WAS ESTABLISHED
 TH0687'OVER THE UNDERGROUND MARK AND TWO NEW REFERENCE MARKS WERE
 TH0687'ESTABLISHED.
 TH0687'
 TH0687'THE STATION IS ON THE LEFT OR NORTHERN BANK OF THE MISSOURI RIVER,
 TH0687'ABOUT 9 MILES EAST OF WOLF POINT, 140 FEET NORTH OF THE UPPER EDGE
 TH0687'OF THE RIVER BANK AND IN THE SW 1/4 OF SECTION 18, T 27 N, R 49 E..
 TH0687'
 TH0687'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 TH0687'13, WHICH IS ABOUT 7 MILES EAST OF WOLF POINT, GO SOUTH ON STATE
 TH0687'HIGHWAY 13 FOR 0.9 MILE, CROSS RAILROAD TRACKS AND CONTINUE SOUTH
 TH0687'0.2 MILE, TURN LEFT AND GO EAST AND NORTHEAST ON A GRAVEL ROAD
 TH0687'FOR 4.2 MILES TO KENNETH HOLENS DRIVEWAY ON THE LEFT.  TURN RIGHT
 TH0687'AND GO SOUTH ON A FARM ROAD FOR 0.3 MILE, CONTINUE SOUTH ON A
 TH0687'DYKE AND ALONG THE WESTERN SIDE OF THE DYKE FOR 0.6 MILE, KEEP
 TH0687'RIGHT FORK 0.25 MILE TO A POINT WHERE THE DYKE BENDS LEFT,
 TH0687'CONTINUE WEST THEN SOUTH 0.35 MILE TO AN EAST-WEST POWER LINE AND
 TH0687'POWER POLE NO. 34/202 ON THE LEFT.  CONTINUE SOUTH 0.05 MILE,
 TH0687'BEAR RIGHT ALONG THE NORTH SIDE OF A FENCE 0.45 MILE TO A FENCE
 TH0687'CORNER.  TURN LEFT AND GO SOUTH 0.1 MILE TO A GATE, TURN LEFT,
 TH0687'PASS THROUGH GATE AND FOLLOW THE TRACK ROAD 0.1 MILE TO THE
 TH0687'STATION IN THE TRACK ROAD, AND REFERENCE MARK NO. 4 AND A
 TH0687'WITNESS POST ON THE LEFT.
 TH0687'
 TH0687'THE STATION MARK, STAMPED CHELSEA L.B. 1948 1973, IS A STANDARD DISK
 TH0687'SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IN A
 TH0687'CLEARING 27.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 20 FEET
 TH0687'WEST OF A STOCK OR GAME TRAIL AND ON THE EAST-WEST TRACK ROAD, 140
 TH0687'FEET NORTH OF THE RIVER BANK.
 TH0687'
 TH0687'REFERENCE MARK NO. 3, STAMPED CHELSEA L.B. 1948 NO 3 1973, IS A
 TH0687'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 TH0687'IT IS 36 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 12 FEET EAST
 TH0687'OF THE GAME TRAIL AND 3 FEET NORTH OF A 2-FOOT DIAMETER TREE.
 TH0687'
 TH0687'REFERENCE MARK NO. 4, STAMPED CHELSEA L.B. 1948 NO 4 1973, IS A
 TH0687'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 TH0687'IT IS 14 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 2-1/2 FEET
 TH0687'SOUTHEAST OF A 2-FOOT DIAMETER TREE AND 1 FOOT EAST OF A METAL
 TH0687'WITNESS POST.
 TH0687'
 TH0687'F.P.R. 12 R.B. (U.S.E.D.), AS GIVEN IN THE BODY OF THE 1948
 TH0687'DESCRIPTION, AND CALLED F.P.R. 12 L.B. (U.S.E.) IN THE BOX SCORE,
 TH0687'IS BELIEVED TO BE THE MARK USED FOR REFERENCE MARK NO. 2, AND THE
 TH0687'ONLY STAMPING READABLE ON THE MARK NOW IS MO 11.  THIS MARK IS A
 TH0687'U.S. ENGINEER OFFICE ST. PAUL MINN DISK ON A 3-INCH PIPE WHICH
 TH0687'PROJECTS 1 INCH.  (SOME OTHER STAMPING MAY HAVE BEEN
 TH0687'OBLITERATED).  THE MARK IS 19 FEET WEST OF THE POINT WHERE THE
 TH0687'GAME TRAIL DESCENDS THE 12-FOOT BANK TO THE RIVER, 18 FEET
 TH0687'SOUTHWEST OF TWIN 2-FOOT DIAMETER TREES GROWING 1 FOOT APART
 TH0687'AND THE TOPS OF BOTH OF THESE TREES CURVE TO THE EAST.  AND 7
 TH0687'FEET NORTH OF THE UPPER EDGE OF THE RIVER BANK.
 TH0687'
 TH0687'TIMBER MAKES ESTABLISHING AN AZIMUTH MARK ON THE NORTH SIDE OF THE
 TH0687'RIVER IMPRACTICAL, AND THERE ARE OTHER STATIONS ON THE SOUTH SIDE
 TH0687'OF THE RIVER WHICH WILL SERVE AS AN AZIMUTH MARK.
 TH0687'
 TH0687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES EAST OF
 TH0687'WOLF POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0689 ***********************************************************************
 TH0689  DESIGNATION -  CHELSEA RB
 TH0689  PID         -  TH0689
 TH0689  STATE/COUNTY-  MT/MCCONE
 TH0689  USGS QUAD   -  CHELSEA SW (1972)
 TH0689
 TH0689                         *CURRENT SURVEY CONTROL
 TH0689  ___________________________________________________________________
 TH0689* NAD 83(1992)-  48 05 17.80917(N)    105 26 55.52710(W)     ADJUSTED  
 TH0689* NAVD 88     -       619.0    (meters)    2031.     (feet)  VERTCON   
 TH0689  ___________________________________________________________________
 TH0689  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 TH0689  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TH0689
 TH0689  HORZ ORDER  -  SECOND
 TH0689
 TH0689.The horizontal coordinates were established by classical geodetic methods
 TH0689.and adjusted by the National Geodetic Survey in July 1992..
 TH0689
 TH0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0689
 TH0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0689
 TH0689.The geoid height was determined by GEOID03.
 TH0689
 TH0689;                    North         East     Units Scale Factor Converg.
 TH0689;SPC MT       -   434,307.655   901,544.812   MT  0.99956944   +2 57 48.6
 TH0689;SPC MT       - 1,424,893.88  2,957,824.19   iFT  0.99956944   +2 57 48.6
 TH0689;UTM  13      - 5,326,209.683   466,581.894   MT  0.99961372   -0 20 02.2
 TH0689
 TH0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0689!SPC MT       -   0.99990570  x   0.99956944  =   0.99947519
 TH0689!UTM  13      -   0.99990570  x   0.99961372  =   0.99951946
 TH0689
 TH0689|---------------------------------------------------------------------|
 TH0689| PID    Reference Object                     Distance      Geod. Az  |
 TH0689|                                                           dddmmss.s |
 TH0689| CQ8075 CHELSEA RB RM 1                      13.121 METERS 03813     |
 TH0689| TH0686 FPR 12 RB                           333.865 METERS 08546     |
 TH0689| CQ8076 CHELSEA RB RM 2                      13.109 METERS 14921     |
 TH0689| CQ8074 CHELSEA RB AZ MK                                   1821718.8 |
 TH0689|---------------------------------------------------------------------|
 TH0689
 TH0689                          SUPERSEDED SURVEY CONTROL
 TH0689
 TH0689  NAD 83(1986)-  48 05 17.80859(N)    105 26 55.52192(W) AD(       ) 2
 TH0689  NAD 27      -  48 05 17.74863(N)    105 26 53.54921(W) AD(       ) 2
 TH0689  NGVD 29 (07/19/86)  618.4    (m)         2029.     (f) VERT ANG       
 TH0689
 TH0689.Superseded values are not recommended for survey control.
 TH0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0689.See file dsdata.txt to determine how the superseded data were derived.
 TH0689
 TH0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP6658226210(NAD 83)
 TH0689_MARKER: DS = TRIANGULATION STATION DISK
 TH0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0689
 TH0689  HISTORY     - Date     Condition        Report By
 TH0689  HISTORY     - 1948     MONUMENTED       CGS
 TH0689  HISTORY     - 1972     GOOD             USGS
 TH0689
 TH0689                          STATION DESCRIPTION
 TH0689
 TH0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0689'STATION IS ON THE RIGHT BANK OF THE MISSOURI RIVER, ABOUT 6 MILES
 TH0689'WEST-SOUTHWEST OF CHELSEA RAILROAD STATION, AND ABOUT 9 MILES EAST
 TH0689'OF WOLF POINT.  IT IS ON THE RANCH OF THE DEWITT BROTHERS IN THE
 TH0689'SOUTHWEST QUARTER OF SEC. 18, T. 27 N., R. 49 E.  IT IS 100 FEET
 TH0689'SOUTH OF THE RIVER, AND 8 FEET EAST OF A WITNESS POST.  THE MARK
 TH0689'PROJECTS 8 INCHES AND THE DISK IS STAMPED CHELSEA R B 1948.
 TH0689'
 TH0689'REFERENCE MARK NO. 1 IS 43.05 FEET NORTHEAST OF THE STATION.  THE
 TH0689'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CHELSEA R B NO 1
 TH0689'1948.
 TH0689'
 TH0689'REFERENCE MARK NO. 2 IS 43.01 FEET SOUTHEAST OF THE STATION.  THE
 TH0689'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CHELSEA R B NO 2
 TH0689'1948.
 TH0689'
 TH0689'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH-SOUTHEAST OF THE
 TH0689'STATION, 150 FEET SOUTH OF TRACK ROAD AND 7.6 FEET EAST OF A
 TH0689'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 TH0689'CHELSEA R B 1948.
 TH0689'
 TH0689'A TRAVERSE CONNECTION WAS MADE TO F.P.R. 12 R.B. (U.S.E.D.) AND THE
 TH0689'DISTANCE WAS FOUND TO BE 333.894 METERS OR 1095.45 FEET.
 TH0689'
 TH0689'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 TH0689'MISSOURI RIVER ON STATE ROUTE 13, GO SOUTH 0.1 MILE, TURN LEFT
 TH0689'ACROSS COULEE 0.1 MILE, KEEP LEFT AND GO 0.55 MILE, TURN LEFT AND
 TH0689'GO 0.3 MILE TO GATE, PASS THROUGH GATE FOR 0.6 MILE PASSING
 TH0689'THROUGH RANCH YARD OF HOWARD DEWITT, CONTINUE EASTERLY ON MAIN
 TH0689'TRACK ROAD THROUGH 4 GATES 1.9 MILES TO A LOG HOUSE AND CORRAL,
 TH0689'CONTINUE RIGHT OF THE LOG HOUSE FOR 0.45 MILE TO TOP OF HILL, KEEP
 TH0689'LEFT FOR 0.4 MILE GOING THROUGH A GATE AND PASSING IN FRONT OF
 TH0689'A LOG CABIN TO FENCE CORNER, TURN RIGHT ALONG THE WEST SIDE OF
 TH0689'THE FENCE AND FOLLOW TRACKS SOUTH 0.15 MILE TO GATE AT
 TH0689'T-FENCE CORNER, TURN LEFT THROUGH GATE AND FOLLOW FENCE EAST 0.1
 TH0689'MILE TO A TRACK ROAD, BEAR RIGHT ON TRACK ROAD 0.1 MILE TO DEEP
 TH0689'WASH, CROSS WASH AND GO 0.3 MILE TO ANOTHER WASH, CROSS THIS
 TH0689'AND GO 0.4 MILE, THE AZIMUTH MARK IS 150 FEET SOUTH OF THIS
 TH0689'POINT, TURN LEFT UP HILL 0.2 MILE TO TOP OF RISE AND STATION.
 TH0689
 TH0689                          STATION RECOVERY (1972)
 TH0689
 TH0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (CFL)
 TH0689'THE DESCRIPTION GIVEN IN USC AND GS DESC. BK. 983, PG. 11 IS
 TH0689'COMPLETE AND CURRENT EXCEPT THE LOG CABINS DESCRIBED ARE NO LONGER
 TH0689'THERE.
 TH0689'
 TH0689'DIRECTION AND DISTANCE--S. BANK OF MISSOURI RIVER, 6 MI. WSW OF
 TH0689'CHELSEA RR STA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1558 ***********************************************************************
 SS1558  DESIGNATION -  CHER
 SS1558  PID         -  SS1558
 SS1558  STATE/COUNTY-  MT/CHOUTEAU
 SS1558  USGS QUAD   -  RICE RESERVOIR (1954)
 SS1558
 SS1558                         *CURRENT SURVEY CONTROL
 SS1558  ___________________________________________________________________
 SS1558* NAD 83(1992)-  47 42 47.54992(N)    110 46 45.22731(W)     ADJUSTED  
 SS1558* NAVD 88     -      1008.2    (meters)    3308.     (feet)  VERTCON   
 SS1558  ___________________________________________________________________
 SS1558  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 SS1558  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 SS1558
 SS1558  HORZ ORDER  -  FIRST
 SS1558
 SS1558.The horizontal coordinates were established by classical geodetic methods
 SS1558.and adjusted by the National Geodetic Survey in July 1992..
 SS1558
 SS1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1558
 SS1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1558
 SS1558.The geoid height was determined by GEOID03.
 SS1558
 SS1558;                    North         East     Units Scale Factor Converg.
 SS1558;SPC MT       -   385,607.550   504,064.522   MT  0.99946745   -0 56 08.7
 SS1558;SPC MT       - 1,265,116.63  1,653,754.99   iFT  0.99946745   -0 56 08.7
 SS1558;UTM  12      - 5,284,448.921   516,559.526   MT  0.99960337   +0 09 48.0
 SS1558
 SS1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1558!SPC MT       -   0.99984427  x   0.99946745  =   0.99931180
 SS1558!UTM  12      -   0.99984427  x   0.99960337  =   0.99944770
 SS1558
 SS1558|---------------------------------------------------------------------|
 SS1558| PID    Reference Object                     Distance      Geod. Az  |
 SS1558|                                                           dddmmss.s |
 SS1558| CQ5280 CHER RM 1                             6.115 METERS 09040     |
 SS1558| CQ5279 CHER AZ MK                                         2653739.6 |
 SS1558| CQ5281 CHER RM 2                             5.243 METERS 27056     |
 SS1558|---------------------------------------------------------------------|
 SS1558
 SS1558                          SUPERSEDED SURVEY CONTROL
 SS1558
 SS1558  NAD 83(1986)-  47 42 47.54613(N)    110 46 45.20649(W) AD(       ) 1
 SS1558  NAD 27      -  47 42 47.66100(N)    110 46 42.42600(W) AD(       ) 1
 SS1558  NGVD 29 (07/19/86) 1007.3    (m)         3305.     (f) VERT ANG       
 SS1558
 SS1558.Superseded values are not recommended for survey control.
 SS1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1558.See file dsdata.txt to determine how the superseded data were derived.
 SS1558
 SS1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT1656084449(NAD 83)
 SS1558_MARKER: DS = TRIANGULATION STATION DISK
 SS1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1558+STABILITY: SURFACE MOTION
 SS1558
 SS1558  HISTORY     - Date     Condition        Report By
 SS1558  HISTORY     - 1949     MONUMENTED       CGS
 SS1558  HISTORY     - 1952     GOOD             USGS
 SS1558  HISTORY     - 1968     GOOD             CGS
 SS1558
 SS1558                          STATION DESCRIPTION
 SS1558
 SS1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1558'STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF FORT BENTON, AND
 SS1558'2-1/2 MILES SOUTH OF THE MISSOURI RIVER, ON THE HIGHEST POINT
 SS1558'IN THE IMMEDIATE VICINITY AND ON LAND OWNED BY DESMOND DAVISON.
 SS1558'
 SS1558'TO REACH THE STATION FROM THE POST OFFICE IN FORT BENTON, GO
 SS1558'EAST ACROSS THE BRIDGE SPANNING THE MISSOURI RIVER FOR 0.3
 SS1558'MILE TO A FORK, BEAR RIGHT, GO SOUTH 4.8 MILES TO A FORK, BEAR
 SS1558'RIGHT AND GO 2.2 MILES TO A CROSSROADS, BEAR RIGHT, GO 1.4
 SS1558'MILES TO A FORK, BEAR LEFT, GO 3.1 MILES ON THE MAIN TRAVELED
 SS1558'ROAD, BEAR RIGHT, GO WEST 0.5 MILE TO THE STATION.  CONTINUE
 SS1558'WEST 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 SS1558'
 SS1558'STATION IS 26 FEET NORTH OF THE APPROXIMATE CENTER OF A ROAD,
 SS1558'AND 20 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 6
 SS1558'INCHES AND THE DISK IS STAMPED CHER 1949.
 SS1558'
 SS1558'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE APPROXIMATE CENTER
 SS1558'OF THE ROAD AND 40 FEET EAST OF THE WITNESS POST.  THE MARK PROJECTS
 SS1558'6 INCHES AND THE DISK IS STAMPED CHER NO 1 1949.
 SS1558'
 SS1558'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE APPROXIMATE CENTER
 SS1558'OF THE ROAD AND 2 FEET EAST OF THE WITNESS POST.  THE MARK PROJECTS
 SS1558'6 INCHES AND THE DISK IS STAMPED CHER NO 2 1949.
 SS1558'
 SS1558'THE AZIMUTH MARK IS 0.2 MILE FROM THE STATION, 23 FEET SOUTH
 SS1558'OF THE APPROXIMATE CENTER OF THE ROAD, 8 FEET NORTH OF THE NORTH
 SS1558'EDGE OF A CULTIVATED FIELD AND 5 FEET EAST OF A WITNESS POST.
 SS1558'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CHER 1949.
 SS1558'
 SS1558'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1558'CONCRETE POSTS.
 SS1558'
 SS1558'A 4 FOOT STAND AT CHER WILL SEE 4 FOOT STANDS AT STATIONS WOOD,
 SS1558'FLOWEREE (USGS), CARTER, FERRY, AND CHERRY (MO. R C).
 SS1558
 SS1558                          STATION RECOVERY (1952)
 SS1558
 SS1558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SS1558'DESCRIPTION AND POSITION LISTED IN NGS QUAD 47110-4, STATION 1006.
 SS1558'
 SS1558'RECOVERED BY USGS IN 1952.  STATION FOUND IN GOOD CONDITION.
 SS1558'
 SS1558'STATION MARK--THE MARK PROJECTS 6 IN. AND THE DISK IS STAMPED---
 SS1558'---CHER 1949---.
 SS1558
 SS1558                          STATION RECOVERY (1968)
 SS1558
 SS1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1558'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 SS1558'PREVIOUS DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.  LAND
 SS1558'ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY A HAZEL
 SS1558'HILDERBRAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1559 ***********************************************************************
 SS1559  DESIGNATION -  CHERRY
 SS1559  PID         -  SS1559
 SS1559  STATE/COUNTY-  MT/CHOUTEAU
 SS1559  USGS QUAD   -  RICE RESERVOIR (1954)
 SS1559
 SS1559                         *CURRENT SURVEY CONTROL
 SS1559  ___________________________________________________________________
 SS1559* NAD 83(1992)-  47 43 16.00858(N)    110 47 25.82081(W)     ADJUSTED  
 SS1559* NAVD 88     -       994.5    (meters)    3263.     (feet)  VERTCON   
 SS1559  ___________________________________________________________________
 SS1559  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 SS1559  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 SS1559
 SS1559  HORZ ORDER  -  SECOND
 SS1559
 SS1559.The horizontal coordinates were established by classical geodetic methods
 SS1559.and adjusted by the National Geodetic Survey in July 1992..
 SS1559
 SS1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1559
 SS1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1559
 SS1559.The geoid height was determined by GEOID03.
 SS1559
 SS1559;                    North         East     Units Scale Factor Converg.
 SS1559;SPC MT       -   386,499.772   503,233.433   MT  0.99946915   -0 56 38.4
 SS1559;SPC MT       - 1,268,043.87  1,651,028.32   iFT  0.99946915   -0 56 38.4
 SS1559;UTM  12      - 5,285,325.156   515,711.362   MT  0.99960303   +0 09 18.0
 SS1559
 SS1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1559!SPC MT       -   0.99984642  x   0.99946915  =   0.99931565
 SS1559!UTM  12      -   0.99984642  x   0.99960303  =   0.99944951
 SS1559
 SS1559|---------------------------------------------------------------------|
 SS1559| PID    Reference Object                     Distance      Geod. Az  |
 SS1559|                                                           dddmmss.s |
 SS1559| CQ5286 CHERRY RM 2                          19.275 METERS 18107     |
 SS1559| CQ5285 CHERRY RM 1                          17.752 METERS 27146     |
 SS1559| CQ5284 CHERRY AZ MK                                       3214952.7 |
 SS1559|---------------------------------------------------------------------|
 SS1559
 SS1559                          SUPERSEDED SURVEY CONTROL
 SS1559
 SS1559  NAD 83(1986)-  47 43 16.00472(N)    110 47 25.79976(W) AD(       ) 2
 SS1559  NAD 27      -  47 43 16.12000(N)    110 47 23.01700(W) AD(       ) 2
 SS1559  NGVD 29 (07/19/86)  993.6    (m)         3260.     (f) VERT ANG       
 SS1559
 SS1559.Superseded values are not recommended for survey control.
 SS1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1559.See file dsdata.txt to determine how the superseded data were derived.
 SS1559
 SS1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT1571185325(NAD 83)
 SS1559_MARKER: DS = TRIANGULATION STATION DISK
 SS1559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1559_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1559
 SS1559  HISTORY     - Date     Condition        Report By
 SS1559  HISTORY     - 1889     MONUMENTED       MORC
 SS1559  HISTORY     - 1949     GOOD             CGS
 SS1559  HISTORY     - 1949     GOOD             CGS
 SS1559
 SS1559                          STATION DESCRIPTION
 SS1559
 SS1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1559'STATION IS ABOUT 10 MILES SOUTHWEST OF FORT BENTON, 2-1/2
 SS1559'MILES SOUTH OF THE MISSOURI RIVER, 35 FEET NORTH OF THE SOUTH
 SS1559'EDGE OF A RIDGE, 56 FEET EAST OF A WITNESS POST AND ON LAND
 SS1559'OWNED BY MR. DESMOND DAVISON.
 SS1559'
 SS1559'TO REACH FROM THE POST OFFICE IN FORT BENTON, GO EAST ACROSS
 SS1559'THE BRIDGE FOR 0.2 MILE TO A FORK, TURN RIGHT AND GO SOUTH
 SS1559'AND WEST FOR 4.8 MILES TO A FORK, KEEP RIGHT FOR 2.2 MILES TO A
 SS1559'CROSS ROAD, TURN RIGHT, WEST, FOR 1.35 MILES TO A FORK, KEEP LEFT
 SS1559'FOR 3.1 MILES, KEEP RIGHT, WEST, FOR 0.5 MILE TO STATION CHER
 SS1559'ON THE RIGHT, CONTINUE WEST FOR 0.3 MILE TO SIDE ROAD RIGHT,
 SS1559'TURN RIGHT, NORTH, FOR 0.5 MILE, BEAR LEFT FOR 0.25 MILE, TURN
 SS1559'LEFT TOWARD RIDGE THROUGH FIELD FOR ABOUT 100 YARDS TO THE
 SS1559'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 SS1559'NORTH AND WEST ON THE TRACK ROAD FOR 0.4 MILE, TURN LEFT FOR
 SS1559'150 FEET TO THE EDGE OF THE RIDGE AND THE AZIMUTH MARK.
 SS1559'
 SS1559'THE STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION
 SS1559'DISK FASTENED TO THE TOP OF A FIVE INCH IRON PIPE THAT PROJECTS
 SS1559'3 INCHES.
 SS1559'
 SS1559'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A WITNESS POST.  THE
 SS1559'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CHERRY MO R C
 SS1559'NO 1 1949.
 SS1559'
 SS1559'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 SS1559'CHERRY MO R C NO 2 1949.
 SS1559'
 SS1559'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTHWEST OF THE
 SS1559'STATION, 150 FEET WEST OF A TRACK ROAD, 2 FEET WEST OF A WITNESS
 SS1559'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 SS1559'CHERRY MO R C 1949.
 SS1559'
 SS1559'REFERENCE MARKS AND THE AZIMUTH MARK ARE STANDARD DISKS SET
 SS1559'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SS1559'
 SS1559'A 4-FOOT STAND AT CHERRY (MO. R C) WILL SEE A 4-FOOT STAND AT
 SS1559'CHER AND A 20-FOOT STAND AT WOOD.
 SS1559
 SS1559                          STATION RECOVERY (1949)
 SS1559
 SS1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 SS1559'STATION MARK--A MORC DISK FASTENED TO THE TOP OF A 5 IN. IRON PIPE,
 SS1559'PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0447 ***********************************************************************
 TK0447  FBN         -  This is a Federal Base Network Control Station.
 TK0447  DESIGNATION -  CHERRY
 TK0447  PID         -  TK0447
 TK0447  STATE/COUNTY-  MT/BLAINE
 TK0447  USGS QUAD   -  SILVER BOW LAKE (1984)
 TK0447
 TK0447                         *CURRENT SURVEY CONTROL
 TK0447  ___________________________________________________________________
 TK0447* NAD 83(1999)-  48 52 29.69464(N)    108 57 19.96838(W)     ADJUSTED  
 TK0447* NAVD 88     -      1088.2    (meters)    3570.     (feet)  GPS OBS   
 TK0447  ___________________________________________________________________
 TK0447  X           -  -1,365,483.357 (meters)                     COMP
 TK0447  Y           -  -3,975,669.203 (meters)                     COMP
 TK0447  Z           -   4,782,228.502 (meters)                     COMP
 TK0447  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 TK0447  ELLIP HEIGHT-        1071.74  (meters)          (10/12/00) GPS OBS
 TK0447  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TK0447
 TK0447  HORZ ORDER  -  A
 TK0447  ELLP ORDER  -  THIRD     CLASS I
 TK0447
 TK0447.The horizontal coordinates were established by GPS observations
 TK0447.and adjusted by the National Geodetic Survey in October 2000..
 TK0447.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TK0447.DATUM ITEM on the data sheet items page.
 TK0447
 TK0447.The orthometric height was determined by GPS observations and a
 TK0447.high-resolution geoid model.
 TK0447
 TK0447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0447
 TK0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0447
 TK0447.The ellipsoidal height was determined by GPS observations
 TK0447.and is referenced to NAD 83.
 TK0447
 TK0447.The geoid height was determined by GEOID03.
 TK0447
 TK0447;                    North         East     Units Scale Factor Converg.
 TK0447;SPC MT       -   514,096.377   639,934.987   MT  0.99992548   +0 23 53.8
 TK0447;SPC MT       - 1,686,667.90  2,099,524.24   iFT  0.99992548   +0 23 53.8
 TK0447;UTM  12      - 5,415,565.891   649,906.317   MT  0.99987607   +1 32 25.2
 TK0447
 TK0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0447!SPC MT       -   0.99983207  x   0.99992548  =   0.99975756
 TK0447!UTM  12      -   0.99983207  x   0.99987607  =   0.99970816
 TK0447
 TK0447|---------------------------------------------------------------------|
 TK0447| PID    Reference Object                     Distance      Geod. Az  |
 TK0447|                                                           dddmmss.s |
 TK0447| CQ5283 CHERRY RM 2                          17.815 METERS 00412     |
 TK0447| TK0490 MOUNT BEAR PAW HIGHEST PEAK         APPROX.95.7 KM 2124318.1 |
 TK0447| TK0454 CHINOOK MUNICIPAL TANK              APPROX.37.2 KM 2125508.0 |
 TK0447| CQ5282 CHERRY RM 1                          13.343 METERS 21425     |
 TK0447| TK0510 SADDLE BUTTE HIGHEST PEAK           APPROX.63.8 KM 2315355.8 |
 TK0447| TK0448 WEST CHERRY                         APPROX. 0.6 KM 2874545.8 |
 TK0447|---------------------------------------------------------------------|
 TK0447
 TK0447                          SUPERSEDED SURVEY CONTROL
 TK0447
 TK0447  ELLIP H (07/28/92) 1071.87   (m)                       GP(       ) 5 1
 TK0447  NAD 83(1992)-  48 52 29.69380(N)    108 57 19.96796(W) AD(       ) B
 TK0447  ELLIP H (05/15/92) 1071.87   (m)                       GP(       ) 4 2
 TK0447  NAD 83(1986)-  48 52 29.70659(N)    108 57 19.95791(W) AD(       ) 1
 TK0447  NAD 27      -  48 52 29.68200(N)    108 57 17.39300(W) AD(       ) 1
 TK0447  NGVD 29 (07/19/86) 1087.01   (m)         3566.3    (f) LEVELING    3  
 TK0447
 TK0447.Superseded values are not recommended for survey control.
 TK0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0447.See file dsdata.txt to determine how the superseded data were derived.
 TK0447
 TK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV4990615566(NAD 83)
 TK0447_MARKER: DS = TRIANGULATION STATION DISK
 TK0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0447_SP_SET: SQUARE CONCRETE MONUMENT
 TK0447_STAMPING: CHERRY 1923
 TK0447_MARK LOGO: CGS   
 TK0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0447+STABILITY: SURFACE MOTION
 TK0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0447+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 TK0447
 TK0447  HISTORY     - Date     Condition        Report By
 TK0447  HISTORY     - 1923     MONUMENTED       GSC
 TK0447  HISTORY     - 1923     GOOD             CGS
 TK0447  HISTORY     - 1949     GOOD             CGS
 TK0447  HISTORY     - 19880818 GOOD             NGS
 TK0447  HISTORY     - 19911101 GOOD             NGS
 TK0447  HISTORY     - 19950307 GOOD             MTDOT
 TK0447  HISTORY     - 19990621 GOOD             NGS
 TK0447
 TK0447                          STATION DESCRIPTION
 TK0447
 TK0447'DESCRIBED BY GEODETIC SURVEY OF CANADA 1923
 TK0447'ABOUT 19 MILES NORTH AND ABOUT 12 MILES EAST OF CHINOOK,
 TK0447'MONTANA, AND ON THE TOP OF ONE OF THE SEVERAL RIDGES OF ABOUT
 TK0447'THE SAME ELEVATION KNOWN AS THE CHERRY RIDGES.  IT IS ON THE
 TK0447'NORTHERN ONE OF TWO PROMINENT HILLS NEAR THE NORTHERN EXTREMITY
 TK0447'OF THE RIDGE, AND IS IN SW 1/4 SEC. 15, T. 36 N., R. 21 E.,
 TK0447'PRINCIPAL MERIDIAN.  WEST CHERRY, A STATION OF BOTH THE
 TK0447'INTERNATIONAL BOUNDARY COMMISSION AND OF THE U.S. GEOLOGICAL
 TK0447'SURVEY, IS LOCATED ON A HILL OF ABOUT THE SAME ELEVATION ABOUT
 TK0447'525 METERS WEST OF STATION CHERRY.
 TK0447'
 TK0447'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TK0447'MARK SET IN A SQUARE BLOCK OF CONCRETE.  THE REFERENCE MARKS
 TK0447'ARE TWO U.S.C. AND G.S. STANDARD BRONZE-DISK REFERENCE MARKS,
 TK0447'WITH THE ARROWS POINTING TOWARD THE STATION, WEDGED IN DRILL
 TK0447'HOLES IN BOULDERS.  REFERENCE MARK NO. 1 IS 13.35 METERS FROM
 TK0447'THE STATION S 45 DEG 03 MIN W.  REFERENCE MARK
 TK0447'NO. 2 IS 17.88 METERS FROM THE STATION N 14 DEG 46 MIN E.
 TK0447
 TK0447                          STATION RECOVERY (1923)
 TK0447
 TK0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923
 TK0447'RECOVERED IN GOOD CONDITION.
 TK0447
 TK0447                          STATION RECOVERY (1949)
 TK0447
 TK0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0447'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION
 TK0447'OF CHANGES IN TRACK ROADS AT THE VICINITY OF THE STATION.
 TK0447'THE STATION MARK WAS LOOSE AND WAS REENFORCED WITH CONCRETE
 TK0447'IN ITS ORIGINAL HOLE BY THIS PARTY.  THERE WERE DIFFERENCES
 TK0447'FOUND IN THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS
 TK0447'HOWEVER THERE WAS NO APPARENT MOVEMENT OF THE MARKS.  THE
 TK0447'OBSERVATIONS TAKEN BY THIS PARTY WERE CAREFULLY CHECKED.
 TK0447'DESCRIPTION FOLLOWS--
 TK0447'
 TK0447'THE STATION IS LOCATED ABOUT 21 MILES NORTH OF ZURICH, ON
 TK0447'LAND THOUGHT TO BE OWNED BY THE UNITED STATES, ON TOP OF ONE
 TK0447'OF SEVERAL RIDGES OF ABOUT THE SAME HEIGHT KNOWN LOCALLY AS
 TK0447'CHERRY RIDGES, ON AN EASTERLY KNOLL OF A SOUTHEAST-NORTHWEST
 TK0447'RIDGE, AND ABOUT 20 FEET NORTHERLY OF THE HIGHEST POINT.
 TK0447'
 TK0447'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ZURICH, GO
 TK0447'WEST ON U.S. HIGHWAY NO. 2 FOR 0.6 MILE.  THEN NORTH ON A
 TK0447'GRAVELED ROAD FOR 18.8 MILES.  THEN RIGHT, EAST, 1.0 MILE.
 TK0447'THEN LEFT, NORTH, 1.0 MILE.  THEN RIGHT, EAST 1.0 MILE.  LEAVE
 TK0447'THE MAIN ROAD, CONTINUE EASTERLY ON A TRACK ROAD FOR ABOUT 50
 TK0447'YARDS TO A FORK.  THEN LEFT FOR 1.8 MILES TO A FORK.  THEN
 TK0447'LEFT FOR 0.2 MILE TO A CROSS TRAIL.  THEN LEFT, NORTHERLY AND
 TK0447'NORTHWESTERLY FOR 0.6 MILE.  THEN LEAVE THE TRAIL, BEAR TO
 TK0447'THE RIGHT ACROSS PASTURE LAND FOR 0.4 MILE TO THE TOP OF THE
 TK0447'RIDGE.  THEN RIGHT FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 TK0447'
 TK0447'TO REACH WEST CHERRY (USGS) (AZIMUTH MARK) FROM THE STATION,
 TK0447'GO WESTERLY ALONG THE CREST OF THE RIDGE FOR 0.4 MILE TO THE
 TK0447'MARK AS DESCRIBED.
 TK0447'
 TK0447'THE STATION MARK IS A STANDARD DISK STAMPED CHERRY 1923 SET
 TK0447'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 TK0447'18 INCHES.
 TK0447'
 TK0447'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHERRY NO 1
 TK0447'1923 SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2
 TK0447'FEET.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 TK0447'
 TK0447'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CHERRY NO 2
 TK0447'1923 SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 1
 TK0447'FOOT.  IT IS ON THE NORTH SLOPE OF THE RIDGE AND ABOUT 4
 TK0447'FEET LOWER THAN THE STATION.
 TK0447'
 TK0447'WEST CHERRY (USGS) (AZIMUTH MARK) IS 0.4 MILE FROM THE STATION,
 TK0447'NEAR THE NORTHWESTERLY EDGE OF THE RIDGE, 60 FEET SOUTHEASTERLY
 TK0447'OF A CAIRN, AND 10 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 TK0447'OF A VERY DIM TRACK ROAD.  IT IS A USGS DISK, UNSTAMPED, ON
 TK0447'THE TOP OF A 4-INCH CAST IRON PIPE THAT PROJECTS 16 INCHES.
 TK0447'
 TK0447'FOUR FOOT WOODEN STANDS AT FIFTEENMILE (USGS), WALKER (USGS),
 TK0447'HAVRE S BASE 1923, AND NASHLIN 1923 ARE VISIBLE FROM THE GROUND.
 TK0447
 TK0447                          STATION RECOVERY (1988)
 TK0447
 TK0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TK0447'THE STATION IS LOCATED ABOUT 37.0 KM (23.00 MI) NORTHEAST OF CHINOOK,
 TK0447'22.5 KM (14.00 MI) WEST-NORTHWEST OF HOGELAND AND ABOUT 14.1 KM
 TK0447'(8.75 MI) SOUTH OF THE U.S. - CANADA BOUNDARY.
 TK0447'TO REACH THE STATION FROM THE POST OFFICE IN CHINOOK, GO NORTH ON
 TK0447'PENNSYLVANIA STREET FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF U.S.
 TK0447'HIGHWAY 2.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 2 FOR 13.9 KM
 TK0447'(8.65 MI) TO A SIDE ROAD LEFT JUST BEFORE REACHING THE SMALL TOWN OF
 TK0447'ZURICH.  TURN LEFT, CROSSING THE RAILROAD TRACKS, AND GO NORTH ON THE
 TK0447'GRAVEL ROAD FOR 30.4 KM (18.90 MI) TO WHERE THE MAIN ROAD TURNS
 TK0447'RIGHT.  TURN RIGHT AND GO EAST, THEN NORTH, THEN EAST AGAIN, FOR A
 TK0447'TOTAL DISTANCE OF 4.8 KM (3.00 MI) TO A SIDE ROAD LEFT.  CONTINUE
 TK0447'STRAIGHT AHEAD, EAST, THEN NORTHEAST, FOR 4.3 KM (2.65 MI) TO A
 TK0447'REVERSE FORK LEFT.  TURN SHARP LEFT AND GO WEST ON A TRACK ROAD FOR
 TK0447'0.3 KM (0.20 MI) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 TK0447'WESTERLY FOR 0.08 KM (0.05 MI) TO A FORK.  KEEP THE RIGHT FORK AND GO
 TK0447'NORTHWESTERLY, UPHILL, FOR 0.16 KM (0.10 MI) TO THE TOP OF THE RIDGE
 TK0447'AND THE STATION ON THE LEFT.
 TK0447'TYPED BY E.A.R.
 TK0447
 TK0447                          STATION RECOVERY (1991)
 TK0447
 TK0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TK0447'THE STATION IS LOCATED ABOUT 37 KM (23.0 MI) NORTHEAST OF CHINOOK, 22
 TK0447'KM (13.7 MI) WEST-NORTHWEST OF HOGELAND AND 14 KM (8.7 MI) SOUTH OF
 TK0447'THE CANADA-U.S. BORDER.
 TK0447'TO REACH THE STATION FROM THE CHINOOK POST OFFICE, GO NORTH ON
 TK0447'PENNSYLVANIA STREET FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF U.S.
 TK0447'HIGHWAY 2.  TURN RIGHT AND GO EAST ON HIGHWAY 2 FOR 13.84 KM
 TK0447'(8.60 MI) TO A SIDE ROAD LEFT, JUST BEFORE REACHING THE SMALL TOWN OF
 TK0447'ZURICH.  TURN LEFT, CROSS THE RAILROAD TRACKS AND GO NORTH ON A
 TK0447'GRAVEL ROAD FOR 30.2 KM (18.8 MI) TO WHERE THE MAIN ROAD TURNS RIGHT.
 TK0447'TURN RIGHT AND GO EAST, THEN NORTH, THEN EAST AGAIN FOR A TOTAL OF
 TK0447'4.64 KM (2.88 MI) TO A SIDE ROAD LEFT.  CONTINUE AHEAD, EAST, THEN
 TK0447'NORTHEAST, FOR 4.32 KM (2.68 MI) TO A REVERSE FORK.  TURN SHARP LEFT
 TK0447'AND GO WEST ON A TRACK ROAD FOR 0.32 KM (0.20 MI) TO A GATE.  PASS
 TK0447'THROUGH THE GATE AND GO WESTERLY FOR 0.08 KM (0.05 MI) TO A FORK.
 TK0447'TAKE THE RIGHT FORK AND GO NORTHWEST FOR 0.16 KM (0.10 MI) TO THE
 TK0447'TOP OF THE RIDGE AND THE STATION ON THE LEFT.
 TK0447'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 TK0447'PROJECTING ABOUT 42 CM.  LOCATED 250 M (820.2 FT) NORTHEAST OF A
 TK0447'RADIO TOWER AND 6.10 M (20.01 FT) SOUTH OF THE CENTER OF THE TRACK
 TK0447'ROAD.
 TK0447
 TK0447                          STATION RECOVERY (1995)
 TK0447
 TK0447'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 TK0447'RECOVERED AS DESCRIBED.
 TK0447
 TK0447                          STATION RECOVERY (1999)
 TK0447
 TK0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 TK0447'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI) NORTHEAST OF ZURICH, 22
 TK0447'KM (13.65 MI) WEST-NORTHWEST OF HOGELAND AND 14 KM (8.70 MI) SOUTH OF
 TK0447'THE US-CANADIAN BORDER, ON A HIGH RIDGE 0.40 KM (0.25 MI) NORTH OF A
 TK0447'TALL RADIO MAST.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE
 TK0447'JUNCTION OF US HIGHWAY 2 AND COUNTY ROAD 436, AT HIGHWAY 2 MILEPOST
 TK0447'413 ON THE SOUTH SIDE OF ZURICH, GO WEST ON HIGHWAY 2 FOR 0.96 KM
 TK0447'(0.60 MI) TO THE JUNCTION OF A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT,
 TK0447'NORTH ON THE GRAVEL ROAD, CROSSING RAILROAD TRACKS, AND GO 30.49 KM
 TK0447'(18.95 MI) TO A FORK (MAIN ROAD CURVES RIGHT).  TURN RIGHT, EASTERLY
 TK0447'AND THEN NORTHERLY ON THE MAIN ROAD FOR 4.66 KM (2.90 MI) TO A FORK.
 TK0447'TAKE THE RIGHT FORK AND GO EASTERLY ON THE ROAD FOR 3.86 KM (2.40 MI)
 TK0447'TO A CATTLE GUARD.  CONTINUE AHEAD NORTHEASTERLY ON THE ROAD FOR 0.48
 TK0447'KM (0.30 MI) TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT, WEST ON THE
 TK0447'TRACK ROAD FOR 0.32 KM (0.20 MI) TO A GATE IN A BARBED WIRE FENCE.
 TK0447'PASS THROUGH THE GATE AND GO WESTERLY ON THE TRACK ROAD FOR 0.08 KM
 TK0447'(0.05 MI) TO A FORK IN THE TRACK ROAD (LEFT FORK LEADS WEST TO A TALL
 TK0447'RADIO MAST, RIGHT FORK LEADS NORTHWEST ALONG THE FIRST RIDGE NORTH OF
 TK0447'THE RADIO MAST).  TAKE THE RIGHT FORK AND GO NORTHWESTERLY ALONG THE
 TK0447'TRACK ROAD FOR 0.24 KM (0.15 MI) TO THE TOP OF THE RIDGE AND THE
 TK0447'STATION ON THE LEFT.  THE STATION IS SET IN THE TOP AND IN THE
 TK0447'NORTHWEST SIDE OF A 30 CM SQUARE CONCRETE POST PROJECTING 42 CM ABOVE
 TK0447'GROUND.  LOCATED 6.70 M (21.98 FT) SOUTH OF THE CENTER OF THE TRACK
 TK0447'ROAD AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0503 ***********************************************************************
 RT0503  DESIGNATION -  CHERRY
 RT0503  PID         -  RT0503
 RT0503  STATE/COUNTY-  MT/PRAIRIE
 RT0503  USGS QUAD   -  MC CLURE RESERVOIR (1972)
 RT0503
 RT0503                         *CURRENT SURVEY CONTROL
 RT0503  ___________________________________________________________________
 RT0503* NAD 83(1992)-  46 50 38.75375(N)    105 31 51.77101(W)     ADJUSTED  
 RT0503* NAVD 88     -       881.     (meters)    2890.     (feet)  SCALED    
 RT0503  ___________________________________________________________________
 RT0503  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 RT0503  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 RT0503
 RT0503  HORZ ORDER  -  FIRST
 RT0503
 RT0503.The horizontal coordinates were established by classical geodetic methods
 RT0503.and adjusted by the National Geodetic Survey in July 1992..
 RT0503
 RT0503.The orthometric height was scaled from a topographic map.
 RT0503
 RT0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0503
 RT0503.The geoid height was determined by GEOID03.
 RT0503
 RT0503;                    North         East     Units Scale Factor Converg.
 RT0503;SPC MT       -   295,920.400   902,427.543   MT  0.99939694   +2 54 11.9
 RT0503;SPC MT       -   970,867.45  2,960,720.29   iFT  0.99939694   +2 54 11.9
 RT0503;UTM  13      - 5,187,976.439   459,509.558   MT  0.99962015   -0 23 14.6
 RT0503
 RT0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0503!SPC MT       -   0.99986452  x   0.99939694  =   0.99926155
 RT0503!UTM  13      -   0.99986452  x   0.99962015  =   0.99948473
 RT0503
 RT0503|---------------------------------------------------------------------|
 RT0503| PID    Reference Object                     Distance      Geod. Az  |
 RT0503|                                                           dddmmss.s |
 RT0503| CQ8078 CHERRY RM 1                          22.000 METERS 03145     |
 RT0503| CQ8077 CHERRY AZ MK                                       0433001.4 |
 RT0503| CQ8079 CHERRY RM 2                          13.240 METERS 09225     |
 RT0503|---------------------------------------------------------------------|
 RT0503
 RT0503                          SUPERSEDED SURVEY CONTROL
 RT0503
 RT0503  NAD 83(1986)-  46 50 38.74231(N)    105 31 51.73553(W) AD(       ) 1
 RT0503  NAD 27      -  46 50 38.71800(N)    105 31 49.74900(W) AD(       ) 1
 RT0503
 RT0503.Superseded values are not recommended for survey control.
 RT0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0503.See file dsdata.txt to determine how the superseded data were derived.
 RT0503
 RT0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM5951087976(NAD 83)
 RT0503_MARKER: DS = TRIANGULATION STATION DISK
 RT0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RT0503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RT0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0503
 RT0503  HISTORY     - Date     Condition        Report By
 RT0503  HISTORY     - 1934     MONUMENTED       CGS
 RT0503  HISTORY     - 1965     GOOD             USGS
 RT0503  HISTORY     - 1975     GOOD             USGS
 RT0503
 RT0503                          STATION DESCRIPTION
 RT0503
 RT0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0503'STATION IS LOCATED ON A LONE PROMINENT BUTTE AT THE EDGE OF
 RT0503'THE BADLANDS AND ABOUT 1 MILE NORTHEAST OF THE MATT BERGER
 RT0503'RANCH.
 RT0503'
 RT0503'STATION REACHED FROM TERRY, MONTANA--GO EAST ON THE PAVEMENT FOR
 RT0503'1/2 MILE, TURN LEFT HERE (NORTH) CROSSING RAILROAD TRACKS AND
 RT0503'THE RIVER GOING 4.4 MILES TO THE CHERRY CREEK ROAD TO THE LEFT,
 RT0503'FOLLOW THE LEFT FORK 8.7 MILES, THE MAIN ROAD TURNS RIGHT,
 RT0503'CONTINUE STRAIGHT AHEAD ON THE OLD GRADE 0.2 MILE, TURN LEFT OFF
 RT0503'THE OLD GRADE AND FOLLOW THE OLD TRACK ROAD SOUTH 0.9 MILE.
 RT0503'THERE IS A LONE WHITE HOUSE ON THE HILL AT THE RIGHT OF THE
 RT0503'ROAD, GO STRAIGHT AHEAD TO THE FENCE CORNER, TURN RIGHT
 RT0503'FOR 0.3 MILE, TURN LEFT AND FOLLOW THE FENCE SOUTH ON THE
 RT0503'EAST SIDE OF FENCE, FOLLOW THIS ROAD SOUTH AND WEST 3.0 MILES,
 RT0503'TURN LEFT OFF THE TRACK AND GO 0.1 MILE CROSS COUNTRY TO
 RT0503'THE BASE OF THE HILL, THE STATION IS LOCATED ABOUT 200
 RT0503'YARDS SOUTHEAST ON THE HIGHEST POINT OF THE HILL (BUTTE).
 RT0503'
 RT0503'AZIMUTH IS ONE MILE NORTH ON HIGHWAY THEN NORTH OFF HIGHWAY
 RT0503'ABOUT 50 YARDS IN A BIG BOULDER.
 RT0503'
 RT0503'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 RT0503'DISKS SET IN ROCK OUTCROPS AND BOULDER.
 RT0503
 RT0503                          STATION RECOVERY (1965)
 RT0503
 RT0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RT0503'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46105-4, STATION 1002.
 RT0503
 RT0503                          STATION RECOVERY (1975)
 RT0503
 RT0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RT0503'RECOVERED.
 RT0503'
 RT0503'STATION MARK--STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0744 ***********************************************************************
 TN0744  DESIGNATION -  CHERRY
 TN0744  PID         -  TN0744
 TN0744  STATE/COUNTY-  MT/LINCOLN
 TN0744  USGS QUAD   -  CABLE MOUNTAIN (1983)
 TN0744
 TN0744                         *CURRENT SURVEY CONTROL
 TN0744  ___________________________________________________________________
 TN0744* NAD 83(1992)-  48 10 52.30442(N)    115 32 40.38935(W)     ADJUSTED  
 TN0744* NAVD 88     -      1094.7    (meters)    3592.     (feet)  VERTCON   
 TN0744  ___________________________________________________________________
 TN0744  X           -  -1,837,588.824 (meters)                     COMP
 TN0744  Y           -  -3,844,888.065 (meters)                     COMP
 TN0744  Z           -   4,731,137.665 (meters)                     COMP
 TN0744  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 TN0744  ELLIP HEIGHT-        1078.43  (meters)          (07/28/92) GPS OBS
 TN0744  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TN0744
 TN0744  HORZ ORDER  -  FIRST
 TN0744  ELLP ORDER  -  FIFTH     CLASS I
 TN0744
 TN0744.The horizontal coordinates were established by GPS observations
 TN0744.and adjusted by the National Geodetic Survey in July 1992..
 TN0744
 TN0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0744
 TN0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0744
 TN0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0744
 TN0744.The ellipsoidal height was determined by GPS observations
 TN0744.and is referenced to NAD 83.
 TN0744
 TN0744.The geoid height was determined by GEOID03.
 TN0744
 TN0744;                    North         East     Units Scale Factor Converg.
 TN0744;SPC MT       -   454,163.428   151,129.937   MT  0.99960143   -4 25 17.8
 TN0744;SPC MT       - 1,490,037.49    495,833.13   iFT  0.99960143   -4 25 17.8
 TN0744;UTM  11      - 5,337,463.862   608,187.831   MT  0.99974381   +1 05 05.2
 TN0744
 TN0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0744!SPC MT       -   0.99983101  x   0.99960143  =   0.99943251
 TN0744!UTM  11      -   0.99983101  x   0.99974381  =   0.99957486
 TN0744
 TN0744                          SUPERSEDED SURVEY CONTROL
 TN0744
 TN0744  NAD 83(1986)-  48 10 52.31598(N)    115 32 40.39579(W) AD(       ) 1
 TN0744  NGVD 29 (11/20/87) 1093.5    (m)         3588.     (f) GPS OBS        
 TN0744
 TN0744.Superseded values are not recommended for survey control.
 TN0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0744.See file dsdata.txt to determine how the superseded data were derived.
 TN0744
 TN0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0818837464(NAD 83)
 TN0744_MARKER: DS = TRIANGULATION STATION DISK
 TN0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0744_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0744+STABILITY: SURFACE MOTION
 TN0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0744+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TN0744
 TN0744  HISTORY     - Date     Condition        Report By
 TN0744  HISTORY     - 1986     MONUMENTED       NGS
 TN0744
 TN0744                          STATION DESCRIPTION
 TN0744
 TN0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0744'THE STATION IS LOCATED ABOUT 32 KM (20 MI) SOUTHEAST OF LIBBY,
 TN0744'ALONG FOREST ROAD 6212 AND IS IN THE KOOTENAI NATIONAL FOREST ON
 TN0744'FEDERAL LAND.
 TN0744'
 TN0744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TN0744'HIGHWAY 37 IN LIBBY, GO EAST THEN SOUTH ON U.S. HIGHWAY 2 FOR
 TN0744'14.72 KM (9.2 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT ON BEAR CREEK
 TN0744'ROAD (FOREST ROAD 278) AND GO SOUTHERLY FOR 15.52 KM (9.7 MI) TO
 TN0744'THE END OF THE PAVEMENT AT A T-JUNCTION.  TURN LEFT CROSSING A
 TN0744'BRIDGE OVER BEAR CREEK AND GO NORTHEASTERLY FOR 0.16 KM (0.1 MI) TO
 TN0744'A ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON FOREST ROAD 6212 FOR
 TN0744'0.64 KM (0.4 MI) TO THE STATION ON THE LEFT ON A SMALL CUT BANK.
 TN0744'
 TN0744'STATION MARK, STAMPED---CHERRY 1986---, IS A STANDARD DISK SET IN
 TN0744'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 12.5
 TN0744'METERS (38.1 FT) EAST OF THE CENTER OF THE ROAD AND 2.5 METERS
 TN0744'(8.2 FT) EAST-NORTHEAST OF A WITNESS POST.
 TN0744'
 TN0744'THE AZIMUTH MARK, STAMPED---CHERRY 1986---, IS A STANDARD DISK SET
 TN0744'IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 3.7
 TN0744'METERS (12.1 FT) WEST OF THE CENTER OF FOREST ROAD 4776 B, 0.8
 TN0744'METER (2.6 FT) EAST OF A WITNESS POST.
 TN0744'
 TN0744'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TN0744'STATE HIGHWAY 37 IN LIBBY, GO SOUTHEAST ON U.S. HIGHWAY 2 FOR 20.8
 TN0744'KM (13.0 MI) TO A ROAD RIGHT.  TURN RIGHT ON LIBBY CREEK ROAD AND
 TN0744'GO SOUTHERLY FOR 2.48 KM (1.55 MI) TO A BRIDGE OVER LIBBY CREEK.
 TN0744'CONTINUE SOUTHERLY ON LIBBY CREEK ROAD FOR 7.84 KM (4.9 MI) TO A
 TN0744'ROAD ON THE LEFT LEADING TO THE TOP OF A MOUNTAIN.  BEAR LEFT AND
 TN0744'GO UPHILL ON FOREST ROAD 4776 FOR 2.72 KM (1.7 MI) TO A ROAD ON THE
 TN0744'RIGHT.  TURN SHARP RIGHT AND GO UPHILL FOR 0.88 KM (0.55 MI) TO THE
 TN0744'MARK ON THE RIGHT AT THE EDGE OF A DROPOFF.
 TN0744'
 TN0744'THE STATION IS A GPS STATION AND HAS NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0659 ***********************************************************************
 QY0659  DESIGNATION -  CHERRY
 QY0659  PID         -  QY0659
 QY0659  STATE/COUNTY-  MT/SILVER BOW
 QY0659  USGS QUAD   -  GRACE (1996)
 QY0659
 QY0659                         *CURRENT SURVEY CONTROL
 QY0659  ___________________________________________________________________
 QY0659* NAD 83(1992)-  45 46 25.86174(N)    112 16 24.77369(W)     ADJUSTED  
 QY0659* NAVD 88     -      1634.3    (meters)    5362.     (feet)  VERTCON   
 QY0659  ___________________________________________________________________
 QY0659  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 QY0659  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 QY0659
 QY0659  HORZ ORDER  -  THIRD
 QY0659
 QY0659.The horizontal coordinates were established by classical geodetic methods
 QY0659.and adjusted by the National Geodetic Survey in July 1992..
 QY0659
 QY0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0659
 QY0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0659
 QY0659.The geoid height was determined by GEOID03.
 QY0659
 QY0659;                    North         East     Units Scale Factor Converg.
 QY0659;SPC MT       -   173,169.719   384,404.416   MT  0.99962375   -2 01 43.9
 QY0659;SPC MT       -   568,142.12  1,261,169.34   iFT  0.99962375   -2 01 43.9
 QY0659;UTM  12      - 5,069,709.852   400,985.438   MT  0.99972053   -0 54 45.7
 QY0659
 QY0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0659!SPC MT       -   0.99974572  x   0.99962375  =   0.99936957
 QY0659!UTM  12      -   0.99974572  x   0.99972053  =   0.99946633
 QY0659
 QY0659                          SUPERSEDED SURVEY CONTROL
 QY0659
 QY0659  NAD 83(1991)-  45 46 25.86378(N)    112 16 24.77388(W) AD(       ) 3
 QY0659  NGVD 29 (06/01/92) 1633.1    (m)         5358.     (f) VERT ANG       
 QY0659
 QY0659.Superseded values are not recommended for survey control.
 QY0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0659.See file dsdata.txt to determine how the superseded data were derived.
 QY0659
 QY0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR0098569710(NAD 83)
 QY0659_MARKER: DS = TRIANGULATION STATION DISK
 QY0659_SETTING: 80 = SET IN A BOULDER
 QY0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0659+STABILITY: SURFACE MOTION
 QY0659
 QY0659  HISTORY     - Date     Condition        Report By
 QY0659  HISTORY     - 1949     MONUMENTED       USFS
 QY0659  HISTORY     - 1960     GOOD             USGS
 QY0659
 QY0659                          STATION DESCRIPTION
 QY0659
 QY0659'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0659'THE STATION WAS ESTABLISHED BY THE U.S. FOREST SERVICE IN 1949.
 QY0659'
 QY0659'RECOVERED IN 1960 BY USGS AND REDESCRIBED AS FOLLOWS
 QY0659'
 QY0659'STATION IS LOCATED ON A HIGH FLAT TOP ON THE W. END OF A LONG, BARE
 QY0659'RIDGE, ABOUT 11 MI. (AIRLINE) SW. OF WHITEHALL, ABOUT 6 MI. (AIRLINE)
 QY0659'N. OF SILVER STAR, BETWEEN FISH CREEK AND DRY FORK CREEK.
 QY0659'
 QY0659'TO REACH STATION FROM SILVER STAR POST OFFICE, DRIVE N. ON STATE
 QY0659'HIGHWAY 41 5.7 MI. TO A DIRT RD. LEFT, TURN LEFT, GO 1.0 MI. TO A
 QY0659'Y-RD., TAKE LEFT FORK 1.3 MI. TO A DIM RD. LEFT, TURN LEFT ON RD. 0.4
 QY0659'MI. TO A SADDLE AND FENCE LINE, THE STATION IS ON THE HIGH TOP JUST
 QY0659'S. OF THIS SADDLE.
 QY0659'
 QY0659'STATION MARK--STANDARD USFS TABLET STAMPED---CHERRY--- AND SET IN
 QY0659'ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0745 ***********************************************************************
 TN0745  DESIGNATION -  CHERRY AZ MK
 TN0745  PID         -  TN0745
 TN0745  STATE/COUNTY-  MT/LINCOLN
 TN0745  USGS QUAD   -  CABLE MOUNTAIN (1983)
 TN0745
 TN0745                         *CURRENT SURVEY CONTROL
 TN0745  ___________________________________________________________________
 TN0745* NAD 83(1992)-  48 10 01.04904(N)    115 30 37.89927(W)     ADJUSTED  
 TN0745* NAVD 88     -      1288.4    (meters)    4227.     (feet)  VERTCON   
 TN0745  ___________________________________________________________________
 TN0745  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 TN0745  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TN0745
 TN0745  HORZ ORDER  -  SECOND
 TN0745
 TN0745.The horizontal coordinates were established by classical geodetic methods
 TN0745.and adjusted by the National Geodetic Survey in July 1992..
 TN0745.No horizontal observational check was made to the station.
 TN0745
 TN0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0745
 TN0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0745
 TN0745.The geoid height was determined by GEOID03.
 TN0745
 TN0745;                    North         East     Units Scale Factor Converg.
 TN0745;SPC MT       -   452,391.145   153,530.351   MT  0.99959636   -4 23 48.2
 TN0745;SPC MT       - 1,484,222.92    503,708.50   iFT  0.99959636   -4 23 48.2
 TN0745;UTM  11      - 5,335,929.871   610,747.614   MT  0.99975070   +1 06 35.7
 TN0745
 TN0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0745!SPC MT       -   0.99980061  x   0.99959636  =   0.99939705
 TN0745!UTM  11      -   0.99980061  x   0.99975070  =   0.99955136
 TN0745
 TN0745                          SUPERSEDED SURVEY CONTROL
 TN0745
 TN0745  NAD 83(1986)-  48 10 01.06063(N)    115 30 37.90545(W) AD(       ) 2
 TN0745  NGVD 29 (11/20/87) 1287.2    (m)         4223.     (f) VERT ANG       
 TN0745
 TN0745.Superseded values are not recommended for survey control.
 TN0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0745.See file dsdata.txt to determine how the superseded data were derived.
 TN0745
 TN0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1074835930(NAD 83)
 TN0745_MARKER: DZ = AZIMUTH MARK DISK
 TN0745_SETTING: 66 = SET IN ROCK OUTCROP
 TN0745_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TN0745_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0745+STABILITY: POSITION/ELEVATION WELL
 TN0745
 TN0745  HISTORY     - Date     Condition        Report By
 TN0745  HISTORY     - 1986     MONUMENTED       NGS
 TN0745
 TN0745                          STATION DESCRIPTION
 TN0745
 TN0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0745'THE AZIMUTH MARK IS LOCATED ABOUT 35 KM (22 MI) SOUTHEAST OF LIBBY
 TN0745'AND ON A MOUNTAIN OVERLOOKING LIBBY CREEK.  IT IS ON PROPERTY THAT
 TN0745'IS CONTROLLED BY THE U.S. FOREST SERVICE.
 TN0745'
 TN0745'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 37,
 TN0745'IN LIBBY, GO SOUTHEAST ON U.S. HIGHWAY 2 FOR 20.8 KM (13.0 MI) TO
 TN0745'A ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON LIBBY CREEK ROAD FOR
 TN0745'2.48 KM (1.55 MI) TO A BRIDGE OVER LIBBY CREEK.  CONTINUE SOUTHERLY
 TN0745'FOR 7.84 KM (4.9 MI) TO A ROAD ON THE LEFT LEADING TO THE TOP OF A
 TN0745'MOUNTAIN.  TURN LEFT AND GO UPHILL ON FOREST ROAD 4776 FOR 2.72 KM
 TN0745'(1.7 MI) TO A ROAD RIGHT.  TURN SHARP RIGHT AND GO UPHILL FOR
 TN0745'0.88 KM (0.55 MI) TO THE MARK ON THE RIGHT AT THE EDGE OF A STEEP
 TN0745'DROPOFF.
 TN0745'
 TN0745'AZIMUTH MARK, STAMPED---CHERRY 1986---, IS A STANDARD DISK SET IN
 TN0745'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 3.7
 TN0745'METERS (12.1 FT) WEST OF THE CENTER OF THE ROAD AND 0.8 METER
 TN0745'(2.6 FT) EAST OF A WITNESS POST.
 TN0745'
 TN0745'DESCRIBED BY CWW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0500 ***********************************************************************
 QY0500  DESIGNATION -  CHESTER
 QY0500  PID         -  QY0500
 QY0500  STATE/COUNTY-  MT/MADISON
 QY0500  USGS QUAD   -  TWIN BRIDGES SW (1989)
 QY0500
 QY0500                         *CURRENT SURVEY CONTROL
 QY0500  ___________________________________________________________________
 QY0500* NAD 83(1992)-  45 33 40.36526(N)    112 28 27.87317(W)     ADJUSTED  
 QY0500* NAVD 88     -      1758.70   (+/-2cm)    5770.0    (feet)  VERTCON   
 QY0500  ___________________________________________________________________
 QY0500  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 QY0500  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 QY0500
 QY0500  HORZ ORDER  -  SECOND
 QY0500  VERT ORDER  -  THIRD ? (See Below)
 QY0500
 QY0500.The horizontal coordinates were established by classical geodetic methods
 QY0500.and adjusted by the National Geodetic Survey in July 1992..
 QY0500
 QY0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0500.The vertical order pertains to the NGVD 29 superseded value.
 QY0500
 QY0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0500
 QY0500.The geoid height was determined by GEOID03.
 QY0500
 QY0500;                    North         East     Units Scale Factor Converg.
 QY0500;SPC MT       -   150,133.944   367,901.225   MT  0.99970951   -2 10 32.9
 QY0500;SPC MT       -   492,565.43  1,207,025.02   iFT  0.99970951   -2 10 32.9
 QY0500;UTM  12      - 5,046,354.279   384,934.240   MT  0.99976278   -1 03 10.2
 QY0500
 QY0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0500!SPC MT       -   0.99972618  x   0.99970951  =   0.99943577
 QY0500!UTM  12      -   0.99972618  x   0.99976278  =   0.99948902
 QY0500
 QY0500|---------------------------------------------------------------------|
 QY0500| PID    Reference Object                     Distance      Geod. Az  |
 QY0500|                                                           dddmmss.s |
 QY0500| CN4118 CHESTER RM 1                         14.390 METERS 07151     |
 QY0500| CN4117 CHESTER AZ MK                                      0904328.2 |
 QY0500| QY0498 TWIN BRIDGES MONT ORPH HOME TK      APPROX.10.6 KM 0984831.7 |
 QY0500| QY0499 TWIN BRIDGES MUNICIPAL TANK         APPROX.11.3 KM 0992718.5 |
 QY0500| CN4119 CHESTER RM 2                          6.252 METERS 22208     |
 QY0500|---------------------------------------------------------------------|
 QY0500
 QY0500                          SUPERSEDED SURVEY CONTROL
 QY0500
 QY0500  NAD 83(1986)-  45 33 40.36679(N)    112 28 27.86943(W) AD(       ) 2
 QY0500  NAD 27      -  45 33 40.63500(N)    112 28 24.84100(W) AD(       ) 2
 QY0500  NGVD 29 (07/19/86) 1757.53   (m)         5766.2    (f) LEVELING    3  
 QY0500
 QY0500.Superseded values are not recommended for survey control.
 QY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0500.See file dsdata.txt to determine how the superseded data were derived.
 QY0500
 QY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8493446354(NAD 83)
 QY0500_MARKER: Z = SEE DESCRIPTION
 QY0500_SETTING: 0 = UNSPECIFIED SETTING
 QY0500
 QY0500  HISTORY     - Date     Condition        Report By
 QY0500  HISTORY     - 1956     MONUMENTED       CGS
 QY0500  HISTORY     - 19870803 MARK NOT FOUND   USPSQD
 QY0500
 QY0500                          STATION DESCRIPTION
 QY0500
 QY0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0500'THE STATION IS LOCATED ON A HIGH, ROCKY HILL, ABOUT 8 MILES
 QY0500'NORTHWEST OF TWIN BRIDGES, 90 FEET NORTH OF A FENCE AND 12
 QY0500'FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST.
 QY0500'
 QY0500'TO REACH THE STATION FROM THE JUNCTION OF ROUTES 34 AND 41
 QY0500'IN TWIN BRIDGES, GO SOUTH ON ROUTE 41 FOR 0.5 MILE TO A SIDE ROAD
 QY0500'ON THE RIGHT, TURN RIGHT ON THE SIDE ROAD AND GO WESTERLY
 QY0500'FOR 2.1 MILES TO A FORK, TAKE THE LEFT ROAD AND GO 3.8 MILES
 QY0500'TO A FORK, TAKE THE RIGHT ROAD AND GO NORTHWEST FOR 0.6 MILE
 QY0500'TO A CATTLE GUARD AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE
 QY0500'NORTHWEST FOR 0.4 MILE TO THE TOP OF THE DIVIDE, TURN LEFT
 QY0500'(LEAVING THE ROAD) AND GO WEST AND SOUTH FOR 0.5 MILE TO THE
 QY0500'TOP OF THE HILL AND THE STATION.
 QY0500'
 QY0500'THE STATION MARK IS A U.S. FOREST SERVICE DISK WHICH PROJECTS
 QY0500'10 INCHES, AND THE DISK IS STAMPED CHESTER 1951.
 QY0500'
 QY0500'REFERENCE MARK 1 IS 108 FEET NORTH OF THE FENCE.  THE MARK
 QY0500'PROJECTS 24 INCHES, AND THE DISK IS STAMPED CHESTER USFS
 QY0500'NO 1 1956.
 QY0500'
 QY0500'REFERENCE MARK 2 IS 75 FEET NORTH OF THE FENCE.  THE MARK
 QY0500'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CHESTER
 QY0500'USFS NO 2 1956.
 QY0500'
 QY0500'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF THE CATTLE
 QY0500'GUARD, 3 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST
 QY0500'AND 3 FEET WEST OF A FENCE.  THE MARK PROJECTS 5 INCHES, AND
 QY0500'THE DISK IS STAMPED CHESTER USFS 1956.
 QY0500
 QY0500                          STATION RECOVERY (1987)
 QY0500
 QY0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (DJW)
 QY0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0612 ***********************************************************************
 TJ0612  DESIGNATION -  CHESTER
 TJ0612  PID         -  TJ0612
 TJ0612  STATE/COUNTY-  MT/VALLEY
 TJ0612  USGS QUAD   -  HAWK COULEE (1978)
 TJ0612
 TJ0612                         *CURRENT SURVEY CONTROL
 TJ0612  ___________________________________________________________________
 TJ0612* NAD 83(1992)-  48 20 29.93415(N)    106 36 15.10993(W)     ADJUSTED  
 TJ0612* NAVD 88     -       786.     (meters)    2579.     (feet)  SCALED    
 TJ0612  ___________________________________________________________________
 TJ0612  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 TJ0612  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0612
 TJ0612  HORZ ORDER  -  THIRD
 TJ0612
 TJ0612.The horizontal coordinates were established by classical geodetic methods
 TJ0612.and adjusted by the National Geodetic Survey in July 1992..
 TJ0612
 TJ0612.The orthometric height was scaled from a topographic map.
 TJ0612
 TJ0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0612
 TJ0612.The geoid height was determined by GEOID03.
 TJ0612
 TJ0612;                    North         East     Units Scale Factor Converg.
 TJ0612;SPC MT       -   458,636.317   814,548.406   MT  0.99966300   +2 07 05.9
 TJ0612;SPC MT       - 1,504,712.33  2,672,402.91   iFT  0.99966300   +2 07 05.9
 TJ0612;UTM  13      - 5,355,517.609   381,128.130   MT  0.99977362   -1 11 55.2
 TJ0612
 TJ0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0612!SPC MT       -   0.99987954  x   0.99966300  =   0.99954258
 TJ0612!UTM  13      -   0.99987954  x   0.99977362  =   0.99965318
 TJ0612
 TJ0612:                Primary Azimuth Mark                     Grid Az
 TJ0612:SPC MT       -  VANDALIA                                 314 13 16.8
 TJ0612:UTM  13      -  VANDALIA                                 317 32 17.9
 TJ0612
 TJ0612|---------------------------------------------------------------------|
 TJ0612| PID    Reference Object                     Distance      Geod. Az  |
 TJ0612|                                                           dddmmss.s |
 TJ0612| TJ0613 VANDALIA                            APPROX.10.7 KM 3162022.7 |
 TJ0612|---------------------------------------------------------------------|
 TJ0612
 TJ0612                          SUPERSEDED SURVEY CONTROL
 TJ0612
 TJ0612  NAD 83(1986)-  48 20 29.93151(N)    106 36 15.10275(W) AD(       ) 3
 TJ0612  NAD 27      -  48 20 29.85761(N)    106 36 12.88405(W) AD(       ) 3
 TJ0612
 TJ0612.Superseded values are not recommended for survey control.
 TJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0612.See file dsdata.txt to determine how the superseded data were derived.
 TJ0612
 TJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP8112855518(NAD 83)
 TJ0612
 TJ0612  HISTORY     - Date     Condition        Report By
 TJ0612  HISTORY     - 1903     MONUMENTED       USGS
 TJ0612  HISTORY     - 1969     GOOD             USGS
 TJ0612
 TJ0612                          STATION DESCRIPTION
 TJ0612
 TJ0612'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 TJ0612'RECOVERED AND REDESCRIBED AS FOLLOWS,  STATION LOCATED
 TJ0612'10 MI. N. AND 1.5 MI. E. OF GLASGOW 17 FT, E., OF TRACK RD. ON A SMALL
 TJ0612'KNOLL AT S., END OF RIDGE.  TO REACH FROM GLASGOW GO 2.1 MI. E. ON
 TJ0612'U.S. HIGHWAY 2 THEN 13.4 MI. N., ON STATE HIGHWAY 247, TURN LEFT AND
 TJ0612'GO 1.8 MI. W. ON RD. TO TRACK LEFT AT CORRAL, TURN LEFT AND GO 0.1 MI.
 TJ0612'TO GATE AT FENCE CORNER,  CONTINUE 0.75 MI. W. ACROSS DRAIN TO TRACK
 TJ0612'LEFT ON TOP OF RIDGE, TURN LEFT AND GO 2.6 MI. S. ON TRACK ALONG
 TJ0612'TOP OF RIDGE TO STATION SITE.
 TJ0612'
 TJ0612'STATION MARK - IRON BENCH MARK POST PROJECTING 1 FT. STAMPED
 TJ0612'---CHESTER 1903---. STAMPING ADDED IN 1969.
 TJ0612'
 TJ0612'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0671 ***********************************************************************
 TL0671  DESIGNATION -  CHESTER AIRPORT BEACON
 TL0671  PID         -  TL0671
 TL0671  STATE/COUNTY-  MT/LIBERTY
 TL0671  USGS QUAD   -  CHESTER (1963)
 TL0671
 TL0671                         *CURRENT SURVEY CONTROL
 TL0671  ___________________________________________________________________
 TL0671* NAD 83(1992)-  48 30 34.73648(N)    110 58 48.18928(W)     ADJUSTED  
 TL0671* NAVD 88     -                                                        
 TL0671  ___________________________________________________________________
 TL0671  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 TL0671  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TL0671
 TL0671  HORZ ORDER  -  THIRD
 TL0671
 TL0671.The horizontal coordinates were established by classical geodetic methods
 TL0671.and adjusted by the National Geodetic Survey in July 1992..
 TL0671
 TL0671
 TL0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0671
 TL0671.The geoid height was determined by GEOID03.
 TL0671
 TL0671;                    North         East     Units Scale Factor Converg.
 TL0671;SPC MT       -   474,378.529   490,678.155   MT  0.99973608   -1 04 57.6
 TL0671;SPC MT       - 1,556,360.00  1,609,836.47   iFT  0.99973608   -1 04 57.6
 TL0671;UTM  12      - 5,372,948.312   501,473.273   MT  0.99960003   +0 00 53.8
 TL0671
 TL0671                          SUPERSEDED SURVEY CONTROL
 TL0671
 TL0671  NAD 83(1986)-  48 30 34.73719(N)    110 58 48.18065(W) AD(       ) 4
 TL0671  NAD 27      -  48 30 34.77801(N)    110 58 45.27888(W) AD(       ) 3
 TL0671
 TL0671.Superseded values are not recommended for survey control.
 TL0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0671.See file dsdata.txt to determine how the superseded data were derived.
 TL0671
 TL0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU0147372948(NAD 83)
 TL0671_MARKER: 21 = AIRPORT BEACON
 TL0671
 TL0671  HISTORY     - Date     Condition        Report By
 TL0671  HISTORY     - 1964     FIRST OBSERVED   CGS
 TL0671
 TL0671                          STATION DESCRIPTION
 TL0671
 TL0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0671'THE STATION IS THE CENTER OF THE TOP OF A REVOLVING LIGHT,
 TL0671'MOUNTED ON THE TOP OF A 20 FOOT HIGH WOODEN POLE, LOCATED
 TL0671'ABOUT 1 MILE WEST OF CHESTER, 0.3 MILE WEST OF STATE HIGHWAY 223
 TL0671'AND 0.2 MILE SOUTH OF U.S. HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0673 ***********************************************************************
 TL0673  DESIGNATION -  CHESTER LAPLACE AZIMUTH
 TL0673  PID         -  TL0673
 TL0673  STATE/COUNTY-  MT/LIBERTY
 TL0673  USGS QUAD   -  CHESTER (1963)
 TL0673
 TL0673                         *CURRENT SURVEY CONTROL
 TL0673  ___________________________________________________________________
 TL0673* NAD 83(1992)-  48 30 54.75201(N)    110 57 48.10859(W)     ADJUSTED  
 TL0673* NAVD 88     -       956.1    (meters)    3137.     (feet)  VERTCON   
 TL0673  ___________________________________________________________________
 TL0673  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 TL0673  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TL0673
 TL0673  HORZ ORDER  -  FIRST
 TL0673
 TL0673.The horizontal coordinates were established by classical geodetic methods
 TL0673.and adjusted by the National Geodetic Survey in July 1992..
 TL0673
 TL0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0673
 TL0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0673
 TL0673.The geoid height was determined by GEOID03.
 TL0673
 TL0673;                    North         East     Units Scale Factor Converg.
 TL0673;SPC MT       -   474,973.356   491,922.271   MT  0.99973864   -1 04 13.6
 TL0673;SPC MT       - 1,558,311.54  1,613,918.21   iFT  0.99973864   -1 04 13.6
 TL0673;UTM  12      - 5,373,566.780   502,705.597   MT  0.99960009   +0 01 38.8
 TL0673
 TL0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0673!SPC MT       -   0.99985254  x   0.99973864  =   0.99959122
 TL0673!UTM  12      -   0.99985254  x   0.99960009  =   0.99945269
 TL0673
 TL0673:                Primary Azimuth Mark                     Grid Az
 TL0673:SPC MT       -  BISON                                    110 07 33.6
 TL0673:UTM  12      -  BISON                                    109 01 41.2
 TL0673
 TL0673|---------------------------------------------------------------------|
 TL0673| PID    Reference Object                     Distance      Geod. Az  |
 TL0673|                                                           dddmmss.s |
 TL0673| TL0660 BISON                               APPROX. 7.1 KM 1090320.0 |
 TL0673|---------------------------------------------------------------------|
 TL0673
 TL0673                          SUPERSEDED SURVEY CONTROL
 TL0673
 TL0673  NAD 83(1986)-  48 30 54.75221(N)    110 57 48.10060(W) AD(       ) 1
 TL0673  NAD 27      -  48 30 54.79255(N)    110 57 45.20214(W) AD(       ) 1
 TL0673  NGVD 29 (07/19/86)  955.2    (m)         3134.     (f) VERT ANG       
 TL0673
 TL0673.Superseded values are not recommended for survey control.
 TL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0673.See file dsdata.txt to determine how the superseded data were derived.
 TL0673
 TL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU0270673567(NAD 83)
 TL0673_MARKER: DS = TRIANGULATION STATION DISK
 TL0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0673+STABILITY: SURFACE MOTION
 TL0673
 TL0673  HISTORY     - Date     Condition        Report By
 TL0673  HISTORY     - 1923     MONUMENTED       CGS
 TL0673  HISTORY     - 1925     GOOD             CGS
 TL0673  HISTORY     - 1961     GOOD             USGS
 TL0673
 TL0673                          STATION DESCRIPTION
 TL0673
 TL0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (JS)
 TL0673'THIS STATION IS LOCATED IN THE TOWN OF CHESTER, AND IS ABOUT
 TL0673'220 METERS NW OF THE GREAT NORTHERN RAILWAY DEPOT.  THE STATION
 TL0673'IS WITHIN THE RAILROAD RIGHT-OF-WAY, AND IS ABOUT 75 METERS N OF
 TL0673'A COAL CHUTE AND 1-1/2 METERS S OF FENCE.
 TL0673'
 TL0673'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 TL0673'CONCRETE.
 TL0673'
 TL0673'REFERENCE MARK NO. 1 IS A STANDARD TABLET CEMENTED INTO A DRILL
 TL0673'HOLE ON HORIZONTAL SURFACE OF CONCRETE FOUNDATION BLOCK, 3 FEET
 TL0673'SQUARE, UNDER THE NE CORNER OF PLATFORM, ON THE E SIDE OF
 TL0673'COAL CHUTE, BETWEEN COAL CHUTE AND POWER HOUSE, AND IS 82.72
 TL0673'METERS DISTANT FROM THE STATION.
 TL0673'
 TL0673'THE U.S.C.G. STANDARD DISK BENCH MARK B26, TO WHICH CONNECTION
 TL0673'WAS MADE, IS IN THE BRICK WALL NEAR THE MAIN ENTRANCE, 1.335 METERS
 TL0673'ABOVE THE SIDEWALK, ON THE E SIDE OF THE STATE BANK BUILDING,
 TL0673'CHESTER, AND IS 209.537 METERS DISTANT FROM THE STATION.
 TL0673'
 TL0673'ASTRONOMIC IS 6.328 METERS DISTANT S 70 DEG 45 MIN E.
 TL0673'
 TL0673'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.40 METERS.
 TL0673
 TL0673                          STATION RECOVERY (1925)
 TL0673
 TL0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 TL0673'STATION RECOVERED AS DESCRIBED BY J.S. 1923.  OBSERVATIONS
 TL0673'FOR LATITUDE, LONGITUDE AND AZIMUTH WERE MADE AT THIS STATION.
 TL0673
 TL0673                          STATION RECOVERY (1961)
 TL0673
 TL0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 TL0673'STATION IS LOCATED IN THE TOWN OF CHESTER, AT THE NE CORNER
 TL0673'OF THE BUILDING AREA OF THE CHESTER ALIGNMENT SERVICE, OWNED
 TL0673'BY MR. HOWARD EVELAND.  IT IS ABOUT 700 FT NW OF THE GREAT
 TL0673'NORTHERN RR DEPOT.  299 FT N OF THE MAIN LINE OF THE RAILROAD.
 TL0673'354 FT E OF THE NEAR N-S STREET THAT CROSSES THE RAILROAD.
 TL0673'STANDARD DISK IS AS PREVIOUSLY DESCRIBED.
 TL0673'
 TL0673'REFERENCE MARK NO. 1 AS WELL AS ALL OTHER LOCAL TIES AS DESCRIBED
 TL0673'IN THE ORIGINAL DESCRIPTION NO LONGER EXIST.  THE MARK WAS
 TL0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0221 ***********************************************************************
 TL0221  DESIGNATION -  CHESTER MAGNETIC STATION
 TL0221  PID         -  TL0221
 TL0221  STATE/COUNTY-  MT/LIBERTY
 TL0221  USGS QUAD   -  CHESTER (1963)
 TL0221
 TL0221                         *CURRENT SURVEY CONTROL
 TL0221  ___________________________________________________________________
 TL0221* NAD 83(1986)-  48 30 38.     (N)    110 58 10.     (W)     SCALED    
 TL0221* NAVD 88     -       957.342  (meters)    3140.88   (feet)  ADJUSTED  
 TL0221  ___________________________________________________________________
 TL0221  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TL0221  DYNAMIC HT  -         957.424 (meters)    3141.15  (feet)  COMP
 TL0221  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 TL0221
 TL0221  VERT ORDER  -  SECOND    CLASS 0
 TL0221
 TL0221.The horizontal coordinates were scaled from a topographic map and have
 TL0221.an estimated accuracy of +/- 6 seconds.
 TL0221
 TL0221.The orthometric height was determined by differential leveling
 TL0221.and adjusted by the National Geodetic Survey in June 1991..
 TL0221
 TL0221.The geoid height was determined by GEOID03.
 TL0221
 TL0221.The dynamic height is computed by dividing the NAVD 88
 TL0221.geopotential number by the normal gravity value computed on the
 TL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0221.degrees latitude (g = 980.6199 gals.).
 TL0221
 TL0221.The modeled gravity was interpolated from observed gravity values.
 TL0221
 TL0221;                    North         East    Units  Estimated Accuracy
 TL0221;SPC MT       -   474,470.      491,460.      MT  (+/- 180 meters Scaled)
 TL0221
 TL0221                          SUPERSEDED SURVEY CONTROL
 TL0221
 TL0221  NGVD 29 (??/??/92)  956.448  (m)         3137.95   (f) ADJ UNCH    2 0
 TL0221
 TL0221.Superseded values are not recommended for survey control.
 TL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0221.See file dsdata.txt to determine how the superseded data were derived.
 TL0221
 TL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU022730(NAD 83)
 TL0221_MARKER: DM = MAGNETIC STATION DISK
 TL0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0221+STABILITY: SURFACE MOTION
 TL0221
 TL0221  HISTORY     - Date     Condition        Report By
 TL0221  HISTORY     - UNK      MONUMENTED       CGS
 TL0221  HISTORY     - 1934     GOOD             NGS
 TL0221
 TL0221                          STATION DESCRIPTION
 TL0221
 TL0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0221'IN CHESTER.
 TL0221'AT THE WEST EDGE OF CHESTER, LIBERTY COUNTY, ABOUT 1/2 MILE WEST OF
 TL0221'THE COURTHOUSE, ABOUT 500 YARDS WEST OF THE CITY WATER TANK, ABOUT 1/8
 TL0221'MILE NORTH OF A BRICK SCHOOL BUILDING, IN THE CITY PARK, AND 20 FEET
 TL0221'NORTH OF THE PROJECTED NORTH EDGE OF THE FIRST EAST-AND-WEST STREET
 TL0221'SOUTH OF THE WATER TANK.  A STANDARD MAGNETIC-STATION DISK, SET IN THE
 TL0221'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0672 ***********************************************************************
 TL0672  DESIGNATION -  CHESTER MUNICIPAL TANK
 TL0672  PID         -  TL0672
 TL0672  STATE/COUNTY-  MT/LIBERTY
 TL0672  USGS QUAD   -  CHESTER (1963)
 TL0672
 TL0672                         *CURRENT SURVEY CONTROL
 TL0672  ___________________________________________________________________
 TL0672* NAD 83(1992)-  48 30 39.29357(N)    110 58 01.50666(W)     ADJUSTED  
 TL0672* NAVD 88     -                                                        
 TL0672  ___________________________________________________________________
 TL0672  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 TL0672  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 TL0672
 TL0672  HORZ ORDER  -  THIRD
 TL0672
 TL0672.The horizontal coordinates were established by classical geodetic methods
 TL0672.and adjusted by the National Geodetic Survey in July 1992..
 TL0672
 TL0672
 TL0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0672
 TL0672.The geoid height was determined by GEOID03.
 TL0672
 TL0672;                    North         East     Units Scale Factor Converg.
 TL0672;SPC MT       -   474,501.211   491,638.495   MT  0.99973666   -1 04 23.4
 TL0672;SPC MT       - 1,556,762.50  1,612,987.19   iFT  0.99973666   -1 04 23.4
 TL0672;UTM  12      - 5,373,089.351   502,430.956   MT  0.99960007   +0 01 28.8
 TL0672
 TL0672                          SUPERSEDED SURVEY CONTROL
 TL0672
 TL0672  NAD 83(1986)-  48 30 39.29440(N)    110 58 01.49798(W) AD(       ) 4
 TL0672  NAD 27      -  48 30 39.33479(N)    110 57 58.59962(W) AD(       ) 3
 TL0672
 TL0672.Superseded values are not recommended for survey control.
 TL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0672.See file dsdata.txt to determine how the superseded data were derived.
 TL0672
 TL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU0243173089(NAD 83)
 TL0672_MARKER: 53 = ELEVATED TANK
 TL0672
 TL0672  HISTORY     - Date     Condition        Report By
 TL0672  HISTORY     - 1964     FIRST OBSERVED   CGS
 TL0672
 TL0672                          STATION DESCRIPTION
 TL0672
 TL0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0672'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH ELEVATED
 TL0672'TANK, LOCATED ABOUT 2.0 MILE SOUTH OF U.S. HIGHWAY 2 AND ABOUT
 TL0672'100 FEET EAST OF A NORTH-SOUTH UNNAMED GRAVELED STREET.  A RED
 TL0672'WARNING LIGHT IS MOUNTED ON THE TOP AND CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0681 ***********************************************************************
 TL0681  DESIGNATION -  CHESTER RESET
 TL0681  PID         -  TL0681
 TL0681  STATE/COUNTY-  MT/LIBERTY
 TL0681  USGS QUAD   -  LAIRD SCHOOL (1964)
 TL0681
 TL0681                         *CURRENT SURVEY CONTROL
 TL0681  ___________________________________________________________________
 TL0681* NAD 83(1992)-  48 53 11.00555(N)    110 53 57.38968(W)     ADJUSTED  
 TL0681* NAVD 88     -      1058.     (meters)    3471.     (feet)  SCALED    
 TL0681  ___________________________________________________________________
 TL0681  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 TL0681  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TL0681
 TL0681  HORZ ORDER  -  FIRST
 TL0681
 TL0681.The horizontal coordinates were established by classical geodetic methods
 TL0681.and adjusted by the National Geodetic Survey in July 1992..
 TL0681
 TL0681.The orthometric height was scaled from a topographic map.
 TL0681
 TL0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0681
 TL0681.The geoid height was determined by GEOID03.
 TL0681
 TL0681;                    North         East     Units Scale Factor Converg.
 TL0681;SPC MT       -   516,150.178   497,392.301   MT  0.99993211   -1 01 24.9
 TL0681;SPC MT       - 1,693,406.10  1,631,864.50   iFT  0.99993211   -1 01 24.9
 TL0681;UTM  12      - 5,414,831.359   507,384.028   MT  0.99960067   +0 04 33.2
 TL0681
 TL0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0681!SPC MT       -   0.99983667  x   0.99993211  =   0.99976879
 TL0681!UTM  12      -   0.99983667  x   0.99960067  =   0.99943741
 TL0681
 TL0681|---------------------------------------------------------------------|
 TL0681| PID    Reference Object                     Distance      Geod. Az  |
 TL0681|                                                           dddmmss.s |
 TL0681| CQ5287 CHESTER RM 2                                       17708     |
 TL0681| TL0679 CHESTER RM 1                        331.394 METERS 25213     |
 TL0681|---------------------------------------------------------------------|
 TL0681
 TL0681                          SUPERSEDED SURVEY CONTROL
 TL0681
 TL0681  NAD 83(1986)-  48 53 11.00749(N)    110 53 57.38430(W) AD(       ) 1
 TL0681  NAD 27      -  48 53 11.01300(N)    110 53 54.47200(W) AD(       ) 1
 TL0681
 TL0681.Superseded values are not recommended for survey control.
 TL0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0681.See file dsdata.txt to determine how the superseded data were derived.
 TL0681
 TL0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV0738414831(NAD 83)
 TL0681_MARKER: DD = SURVEY DISK
 TL0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0681+STABILITY: SURFACE MOTION
 TL0681
 TL0681  HISTORY     - Date     Condition        Report By
 TL0681  HISTORY     - 1923     MONUMENTED       CGS
 TL0681  HISTORY     - 1963     GOOD             USGS
 TL0681
 TL0681                          STATION DESCRIPTION
 TL0681
 TL0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TL0681'ON THE NOTICEABLY HIGHEST POINT OF AN EAST-AND-WEST RIDGE,
 TL0681'ABOUT 7-1/4 MILES DUE SOUTH OF MONUMENT 368 OF THE INTERNATIONAL
 TL0681'BOUNDARY, 5 MILES NORTH AND 6 MILES WEST OF THE ALMA, MONTANA,
 TL0681'POST OFFICE.  THE STATION NEAR THE MIDDLE OF THE SOUTH SIDE OF
 TL0681'SW 1/4 SEC. 12, T. 36 N., R. 6 E., PRINCIPAL MERIDIAN, AND IS
 TL0681'ABOUT 25 METERS NORTH OF THE SECTION-LINE ROAD.
 TL0681'
 TL0681'STATION MARK--THE ORIGINAL MARK WAS AN INTERNATIONAL BOUNDARY
 TL0681'COMMISSION BRONZE-DISK STATION MARK SET IN A BOULDER.  IN 1923
 TL0681'THIS DISK WAS RESET IN THE TOP OF A SQUARE POST OF CONCRETE, ITS
 TL0681'POSITION BEING HELD.  A STANDARD U.S.C. AND G.S. BRONZE-DISK
 TL0681'STATION MARK WAS SET IN A CONCRETE BLOCK 3 FEET UNDERGROUND FOR A
 TL0681'SUBSURFACE MARK.  REFERENCE MARK NO. 1 IS A STANDARD U.S.C.
 TL0681'AND G.S. BRONZE-DISK REFERENCE MARK, WITH THE ARROW POINTING
 TL0681'TOWARD THE STATION, SET IN THE TOP OF A SQUARE CONCRETE POST,
 TL0681'330.32 METERS FROM THE STATION S 72 DEG 12 MIN W.
 TL0681'REFERENCE MARK NO. 2 IS A LIKE BRONZE DISK SET IN A
 TL0681'SIMILAR MANNER, 101.32 METERS FROM THE STATION
 TL0681'S 2 DEG 52 MIN E.
 TL0681
 TL0681                          STATION RECOVERY (1963)
 TL0681
 TL0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TL0681'STATION IS ON THE NOTICABLE HIGHEST POINT OF AN E-W RIDGE
 TL0681'ABOUT 7-1/4 MILES S OF MONUMENT 368 OF THE INTERNATIONAL BOUNDARY,
 TL0681'5 MILES N AND 6 MILES W OF THE FORMER SITE OF ALMA, 4 MILES W
 TL0681'OF A LUTHERAN CHURCH AND 700 FEET SE OF A GAS WELL HOUSE.  IT IS
 TL0681'IN THE MIDDLE OF THE SOUTH SIDE OF THE SW 1-1/4 SEC. 12 T36N
 TL0681'R6E AND IS ABOUT 320 FEET N OF AN E-W SECTION ROAD AND IS IN A
 TL0681'WHEAT FIELD.
 TL0681'
 TL0681'TO REACH THE STATION FROM JOPLIN, GO N ON SECTION ROAD 23 MILES
 TL0681'TO A CROSS ROAD TURN LEFT (W) 5.7 MILES TO POINT ON ROAD ABOUT
 TL0681'320 FEET S OF RIDGE AND STATION.
 TL0681'
 TL0681'R.M. 1 AND R.M. 2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0679 ***********************************************************************
 TL0679  DESIGNATION -  CHESTER RM 1
 TL0679  PID         -  TL0679
 TL0679  STATE/COUNTY-  MT/LIBERTY
 TL0679  USGS QUAD   -  LAIRD SCHOOL (1964)
 TL0679
 TL0679                         *CURRENT SURVEY CONTROL
 TL0679  ___________________________________________________________________
 TL0679* NAD 83(1992)-  48 53 07.72762(N)    110 54 12.87895(W)     ADJUSTED  
 TL0679* NAVD 88     -      1059.     (meters)    3474.     (feet)  SCALED    
 TL0679  ___________________________________________________________________
 TL0679  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 TL0679  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TL0679
 TL0679  HORZ ORDER  -  SECOND
 TL0679
 TL0679.The horizontal coordinates were established by classical geodetic methods
 TL0679.and adjusted by the National Geodetic Survey in July 1992..
 TL0679
 TL0679.The orthometric height was scaled from a topographic map.
 TL0679
 TL0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0679
 TL0679.The geoid height was determined by GEOID03.
 TL0679
 TL0679;                    North         East     Units Scale Factor Converg.
 TL0679;SPC MT       -   516,054.588   497,075.016   MT  0.99993158   -1 01 36.2
 TL0679;SPC MT       - 1,693,092.48  1,630,823.54   iFT  0.99993158   -1 01 36.2
 TL0679;UTM  12      - 5,414,729.733   507,068.741   MT  0.99960061   +0 04 21.5
 TL0679
 TL0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0679!SPC MT       -   0.99983651  x   0.99993158  =   0.99976810
 TL0679!UTM  12      -   0.99983651  x   0.99960061  =   0.99943719
 TL0679
 TL0679                          SUPERSEDED SURVEY CONTROL
 TL0679
 TL0679  NAD 83(1986)-  48 53 07.72955(N)    110 54 12.87353(W) AD(       ) 2
 TL0679  NAD 27      -  48 53 07.74000(N)    110 54 09.96000(W) AD(       ) 2
 TL0679
 TL0679.Superseded values are not recommended for survey control.
 TL0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0679.See file dsdata.txt to determine how the superseded data were derived.
 TL0679
 TL0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV0706914730(NAD 83)
 TL0679_MARKER: DS = TRIANGULATION STATION DISK
 TL0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0679+STABILITY: SURFACE MOTION
 TL0679
 TL0679  HISTORY     - Date     Condition        Report By
 TL0679  HISTORY     - 1923     MONUMENTED       USGLO
 TL0679
 TL0679                          STATION DESCRIPTION
 TL0679
 TL0679'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TL0679'IT IS A U.S.C. AND G.S. STANDARD BRONZE-DISK REFERENCE
 TL0679'MARK SET IN THE TOP OF A SQUARE CONCRETE POST IN A FENCE CORNER,
 TL0679'14.73 METERS FROM STATION GLO POST 34 N 38 DEG 00 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1022 ***********************************************************************
 RX1022  DESIGNATION -  CHICAGO
 RX1022  PID         -  RX1022
 RX1022  STATE/COUNTY-  MT/GRANITE
 RX1022  USGS QUAD   -  HALL (1989)
 RX1022
 RX1022                         *CURRENT SURVEY CONTROL
 RX1022  ___________________________________________________________________
 RX1022* NAD 83(1992)-  46 36 00.98217(N)    113 07 46.37704(W)     ADJUSTED  
 RX1022* NAVD 88     -      1376.31   (+/-2cm)    4515.4    (feet)  VERTCON   
 RX1022  ___________________________________________________________________
 RX1022  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 RX1022  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 RX1022
 RX1022  HORZ ORDER  -  THIRD
 RX1022  VERT ORDER  -  THIRD ? (See Below)
 RX1022
 RX1022.The horizontal coordinates were established by classical geodetic methods
 RX1022.and adjusted by the National Geodetic Survey in July 1992..
 RX1022
 RX1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1022.The vertical order pertains to the NGVD 29 superseded value.
 RX1022
 RX1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1022
 RX1022.The geoid height was determined by GEOID03.
 RX1022
 RX1022;                    North         East     Units Scale Factor Converg.
 RX1022;SPC MT       -   267,606.123   322,160.220   MT  0.99941837   -2 39 18.1
 RX1022;SPC MT       -   877,972.84  1,056,956.10   iFT  0.99941837   -2 39 18.1
 RX1022;UTM  12      - 5,162,948.228   336,898.364   MT  0.99992699   -1 32 51.4
 RX1022
 RX1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1022!SPC MT       -   0.99978643  x   0.99941837  =   0.99920492
 RX1022!UTM  12      -   0.99978643  x   0.99992699  =   0.99971343
 RX1022
 RX1022                          SUPERSEDED SURVEY CONTROL
 RX1022
 RX1022  NAD 83(1986)-  46 36 00.98765(N)    113 07 46.37465(W) AD(       ) 3
 RX1022  NGVD 29 (05/15/92) 1375.20   (m)         4511.8    (f) LEVELING    3  
 RX1022
 RX1022.Superseded values are not recommended for survey control.
 RX1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1022.See file dsdata.txt to determine how the superseded data were derived.
 RX1022
 RX1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS3689862948(NAD 83)
 RX1022_MARKER: P = PIPE CAP
 RX1022_SETTING: 0 = UNSPECIFIED SETTING
 RX1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1022
 RX1022  HISTORY     - Date     Condition        Report By
 RX1022  HISTORY     - 1905     MONUMENTED       USGS
 RX1022
 RX1022                          STATION DESCRIPTION
 RX1022
 RX1022'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 RX1022'STATION IS LOCATED IN GRANITE COUNTY, MONTANA, ON A BARE PRAIRIE HILL
 RX1022'ABOUT 4.2 MI. S. OF DRUMMOND, MONTANA, AND ABOUT 2.6 MI. NE. OF HALL,
 RX1022'MONTANA.
 RX1022'
 RX1022'STATION IS REACHED FROM THE POST OFFICE AT DRUMMOND, MONTANA, GO S.
 RX1022'ACROSS RAILROAD TRACKS ALONG U.S. HIGHWAY 10A TOWARD PHILIPSBURG,
 RX1022'MONTANA, FOR 2.7 MI. TO CROSSROADS.  TURN LEFT TOWARD NEW CHICAGO AND
 RX1022'GO 0.7 MI. TO FORK.  TAKE LEFT FORK FOR 0.8 MI. TO T-RD. S., TURN
 RX1022'RIGHT AND GO 1.1 MI. TO GATE IN E. FENCE.  TURN LEFT THROUGH FENCE
 RX1022'AND WORK SE. OVER DIM TRAIL TO TOP OF HILL AND SLAT GATE 1.2 MI.  GO
 RX1022'THROUGH GATE, TURN LEFT AND FOLLOW POWERLINE TO TOP OF HILL AND
 RX1022'STATION 0.3 MI.  STATION IS 50 FT. N. OF POWERLINE.
 RX1022'
 RX1022'RECOVERED IN GOOD CONDITION BY USGS IN 1956.
 RX1022'
 RX1022'STATION MARK--IRON BENCH MARK POST, CAPPED WITH AN OLD USGS BRONZE
 RX1022'BM CAP, RIVETED TO TOP.  STATION IN EXCELLENT CONDITION.  CAP IS 16
 RX1022'IN. ABOVE GROUND.
 RX1022'
 RX1022'REFERENCE MARK--BM 4513 MSLA, LOCATED 6.0 FT. FROM THE STATION MARK
 RX1022'IN TRUE BEARING 321 DEGREES 43 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0895 ***********************************************************************
 RX0895  DESIGNATION -  CHICK
 RX0895  PID         -  RX0895
 RX0895  STATE/COUNTY-  MT/JEFFERSON
 RX0895  USGS QUAD   -  BOULDER EAST (1996)
 RX0895
 RX0895                         *CURRENT SURVEY CONTROL
 RX0895  ___________________________________________________________________
 RX0895* NAD 83(1992)-  46 14 32.02784(N)    112 01 02.90926(W)     ADJUSTED  
 RX0895* NAVD 88     -      2120.3    (meters)    6956.     (feet)  VERTCON   
 RX0895  ___________________________________________________________________
 RX0895  LAPLACE CORR-           8.48  (seconds)                    DEFLEC99
 RX0895  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 RX0895
 RX0895  HORZ ORDER  -  THIRD
 RX0895
 RX0895.The horizontal coordinates were established by classical geodetic methods
 RX0895.and adjusted by the National Geodetic Survey in July 1992..
 RX0895
 RX0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0895
 RX0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0895
 RX0895.The geoid height was determined by GEOID03.
 RX0895
 RX0895;                    North         East     Units Scale Factor Converg.
 RX0895;SPC MT       -   224,508.031   405,974.761   MT  0.99948227   -1 50 29.6
 RX0895;SPC MT       -   736,574.90  1,331,938.19   iFT  0.99948227   -1 50 29.6
 RX0895;UTM  12      - 5,121,464.552   421,559.252   MT  0.99967564   -0 44 05.7
 RX0895
 RX0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0895!SPC MT       -   0.99966964  x   0.99948227  =   0.99915208
 RX0895!UTM  12      -   0.99966964  x   0.99967564  =   0.99934539
 RX0895
 RX0895:                Primary Azimuth Mark                     Grid Az
 RX0895:SPC MT       -  CAP                                      270 52 44.0
 RX0895:UTM  12      -  CAP                                      269 46 20.1
 RX0895
 RX0895|---------------------------------------------------------------------|
 RX0895| PID    Reference Object                     Distance      Geod. Az  |
 RX0895|                                                           dddmmss.s |
 RX0895| RX0896 CAP                                 APPROX. 7.3 KM 2690214.4 |
 RX0895|---------------------------------------------------------------------|
 RX0895
 RX0895                          SUPERSEDED SURVEY CONTROL
 RX0895
 RX0895  NAD 83(1986)-  46 14 32.02567(N)    112 01 02.90170(W) AD(       ) 3
 RX0895  NAD 27      -  46 14 32.28018(N)    112 00 59.95311(W) AD(       ) 3
 RX0895  NGVD 29 (07/19/86) 2119.1    (m)         6952.     (f) VERT ANG       
 RX0895
 RX0895.Superseded values are not recommended for survey control.
 RX0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0895.See file dsdata.txt to determine how the superseded data were derived.
 RX0895
 RX0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2155921465(NAD 83)
 RX0895
 RX0895  HISTORY     - Date     Condition        Report By
 RX0895  HISTORY     - 1947     MONUMENTED       USFS
 RX0895  HISTORY     - 1952     GOOD             USGS
 RX0895
 RX0895                          STATION DESCRIPTION
 RX0895
 RX0895'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RX0895'STATION IS LOCATED APPROXIMATELY 5 MI. (AIRLINE) E. OF BOULDER,
 RX0895'JEFFERSON COUNTY, MONTANA, ON A RIDGE OVERLOOKING THE BOULDER VALLEY,
 RX0895'IN SEC. 29, T 6 N, R 3 W.
 RX0895'
 RX0895'TO REACH STATION, FOLLOW ALONG RD. RUNNING S. FROM BOULDER ACROSS
 RX0895'BOULDER RIVER AND ALONG W. BANK FOR 2.2 MI. FROM BOULDER POST OFFICE,
 RX0895'TURN LEFT AND RECROSS BOULDER RIVER 0.3 MI. AND CONTINUE ON FOR 0.5
 RX0895'MI. TO CROSSROADS AND GATE ON OPPOSITE SIDE.  PROCEED THROUGH GATE
 RX0895'AND FOLLOW RD. RUNNING IN NE. DIRECTION UP BROWNS GULCH 1.3 MI. TO
 RX0895'GATE, 0.2 MI. ACROSS CREEK, 0.8 MI. TO GATE AND 0.2 MI. TO ELKHORN
 RX0895'FOREST BOUNDARY FENCE.  CONTINUE ON PAST BOUNDARY FENCE 0.8 MI. TO
 RX0895'HEAD OF GULCH AND BEAR LEFT AND FOLLOW RD. UP ALONG RIDGE OVERLOOKING
 RX0895'BOULDER VALLEY FOR 1.5 MI. TO FORK ON TOP OF RIDGE.  TURN LEFT UP
 RX0895'RIDGE 0.7 MI. AND THEN BEAR LEFT OFF RD. THROUGH OPEN PARK 0.2 MI. TO
 RX0895'EDGE OF TIMBERED TOP.  TEN MINUTE PACK TO STATION.
 RX0895'
 RX0895'STATION MARK--A USFS BRONZE TABLET, CEMENTED IN ROCK, AND STAMPED
 RX0895'---CHICK - 1947---, LOCATED 4 FT. E. OF ROCK CLIFF WHICH IS ON W.
 RX0895'SIDE OF TIMBERED TOP.
 RX0895'
 RX0895'REFERENCE MARKS--FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0559 ***********************************************************************
 RW0559  DESIGNATION -  CHIEF
 RW0559  PID         -  RW0559
 RW0559  STATE/COUNTY-  MT/BROADWATER
 RW0559  USGS QUAD   -  GIANT HILL (1986)
 RW0559
 RW0559                         *CURRENT SURVEY CONTROL
 RW0559  ___________________________________________________________________
 RW0559* NAD 83(1992)-  46 22 16.35569(N)    111 41 50.53830(W)     ADJUSTED  
 RW0559* NAVD 88     -      2404.9    (meters)    7890.     (feet)  VERTCON   
 RW0559  ___________________________________________________________________
 RW0559  LAPLACE CORR-         -11.48  (seconds)                    DEFLEC99
 RW0559  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RW0559
 RW0559  HORZ ORDER  -  THIRD
 RW0559
 RW0559.The horizontal coordinates were established by classical geodetic methods
 RW0559.and adjusted by the National Geodetic Survey in July 1992..
 RW0559
 RW0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0559
 RW0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0559
 RW0559.The geoid height was determined by GEOID03.
 RW0559
 RW0559;                    North         East     Units Scale Factor Converg.
 RW0559;SPC MT       -   238,089.286   431,040.546   MT  0.99945482   -1 36 26.6
 RW0559;SPC MT       -   781,132.83  1,414,175.02   iFT  0.99945482   -1 36 26.6
 RW0559;UTM  12      - 5,135,529.080   446,363.199   MT  0.99963536   -0 30 17.2
 RW0559
 RW0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0559!SPC MT       -   0.99962507  x   0.99945482  =   0.99908009
 RW0559!UTM  12      -   0.99962507  x   0.99963536  =   0.99926057
 RW0559
 RW0559                          SUPERSEDED SURVEY CONTROL
 RW0559
 RW0559  NAD 83(1986)-  46 22 16.35309(N)    111 41 50.52680(W) AD(       ) 3
 RW0559  NGVD 29 (06/12/92) 2403.7    (m)         7886.     (f) VERT ANG       
 RW0559
 RW0559.Superseded values are not recommended for survey control.
 RW0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0559.See file dsdata.txt to determine how the superseded data were derived.
 RW0559
 RW0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS4636335529(NAD 83)
 RW0559_MARKER: DD = SURVEY DISK
 RW0559_SETTING: 66 = SET IN ROCK OUTCROP
 RW0559_SP_SET: SET IN ROCK OUTCROP
 RW0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0559+STABILITY: POSITION/ELEVATION WELL
 RW0559
 RW0559  HISTORY     - Date     Condition        Report By
 RW0559  HISTORY     - 1948     MONUMENTED       USGS
 RW0559
 RW0559                          STATION DESCRIPTION
 RW0559
 RW0559'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0559'LOCATED IN HELENA NATIONAL FOREST ABOUT 9 MI. (AIRLINE) WNW. OF
 RW0559'TOWNSEND, ON ROCKY TOP POINT APPROXIMATELY 1/2 MI. E. OF PARK MINES.
 RW0559'
 RW0559'TO REACH STATION FROM POST OFFICE IN TOWNSEND PROCEED SW. ON MAIN
 RW0559'STREET FOR 3 BLOCKS, TURN RIGHT ON U.S. HIGHWAY 10 N. GOING OVER
 RW0559'MISSOURI RIVER BRIDGE, AT 1.3 MI. TURN LEFT AND PASS OVER RAILROAD
 RW0559'TRACKS TO RD. FORK, TAKE RIGHT FORK AND FOLLOW WELL USED GRAVEL TOP
 RW0559'RD. FOR 3.5 MI. TO ANOTHER RD. FORK, TAKE LEFT FORK (MOST USED RD.),
 RW0559'GOING UP INDIAN CREEK RD. FOR 3.1 MI. TO A RD. FORK, TAKE RIGHT FORK
 RW0559'AND GO 1.7 MI., HERE ONE RD. TURNS SHARPLY TO THE LEFT, CONTINUE
 RW0559'STRAIGHT AHEAD UP INDIAN CREEK RD. FOR 6.5 MI. TO TOP OF PASS AT PARK
 RW0559'MINE, LEAVE RD. AND TURN RIGHT GOING TO HIGH POINT AT 0.5 MI. WHERE
 RW0559'STATION IS LOCATED ON HIGHEST MOUND OF ROCKS, JEEP TRAVEL LAST 0.5
 RW0559'MI.
 RW0559'
 RW0559'STATION MARK--STANDARD TABLET SET IN ROCK ON HIGHEST MOUND OF ROCKS,
 RW0559'STAMPED---CHIEF 1948 VABM 7886---.
 RW0559'
 RW0559'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN BOULDER IN
 RW0559'BOULDER FIELD, STAMPED---CHIEF 1948 NO. 1---, 34.66 FT. FROM
 RW0559'STATION, N 70 DEG 34 MIN W.
 RW0559'
 RW0559'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN AN EMBEDDED
 RW0559'ROCK AT NW. END OF SHORT RIDGE, STAMPED---CHIEF 1948 NO. 2---, 30.36
 RW0559'FT. FROM STATION, S 15 DEG 58 MIN E.
 RW0559'
 RW0559'NOTE--USFS TABLET STAMPED---CHIEF 1947--- LOCATED IN POSITION NOT
 RW0559'SUITABLE FOR SETTING UP INSTRUMENT, SET IN ROCK AT A DISTANCE OF
 RW0559'5.05 FT., S 47 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1007 ***********************************************************************
 TM1007  DESIGNATION -  CHIEF MOUNTAIN CAIRN
 TM1007  PID         -  TM1007
 TM1007  STATE/COUNTY-  MT/GLACIER
 TM1007  USGS QUAD   -  CHIEF MOUNTAIN (1968)
 TM1007
 TM1007                         *CURRENT SURVEY CONTROL
 TM1007  ___________________________________________________________________
 TM1007* NAD 83(1992)-  48 55 57.71287(N)    113 36 34.93826(W)     ADJUSTED  
 TM1007* NAVD 88     -      2799.     (meters)    9183.     (feet)  SCALED    
 TM1007  ___________________________________________________________________
 TM1007  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 TM1007  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 TM1007
 TM1007  HORZ ORDER  -  THIRD
 TM1007
 TM1007.The horizontal coordinates were established by classical geodetic methods
 TM1007.and adjusted by the National Geodetic Survey in July 1992..
 TM1007
 TM1007.The orthometric height was scaled from a topographic map.
 TM1007
 TM1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1007
 TM1007.The geoid height was determined by GEOID03.
 TM1007
 TM1007;                    North         East     Units Scale Factor Converg.
 TM1007;SPC MT       -   528,280.739   299,030.947   MT  0.99995929   -3 00 22.6
 TM1007;SPC MT       - 1,733,204.52    981,072.66   iFT  0.99995929   -3 00 22.6
 TM1007;UTM  12      - 5,423,256.955   308,871.513   MT  1.00004879   -1 58 05.3
 TM1007
 TM1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1007!SPC MT       -   0.99956377  x   0.99995929  =   0.99952307
 TM1007!UTM  12      -   0.99956377  x   1.00004879  =   0.99961254
 TM1007
 TM1007:                Primary Azimuth Mark                     Grid Az
 TM1007:SPC MT       -  RIM                                      357 31 11.6
 TM1007:UTM  12      -  RIM                                      356 28 54.3
 TM1007
 TM1007|---------------------------------------------------------------------|
 TM1007| PID    Reference Object                     Distance      Geod. Az  |
 TM1007|                                                           dddmmss.s |
 TM1007| TM1037 RIM                                 APPROX. 9.9 KM 3543049.0 |
 TM1007|---------------------------------------------------------------------|
 TM1007
 TM1007                          SUPERSEDED SURVEY CONTROL
 TM1007
 TM1007  NAD 83(1986)-  48 55 57.72201(N)    113 36 34.93421(W) AD(       ) 3
 TM1007
 TM1007.Superseded values are not recommended for survey control.
 TM1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1007.See file dsdata.txt to determine how the superseded data were derived.
 TM1007
 TM1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV0887223257(NAD 83)
 TM1007_MARKER: DD = SURVEY DISK
 TM1007_SETTING: 66 = SET IN ROCK OUTCROP
 TM1007_SP_SET: SET IN ROCK OUTCROP
 TM1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM1007+STABILITY: POSITION/ELEVATION WELL
 TM1007
 TM1007  HISTORY     - Date     Condition        Report By
 TM1007  HISTORY     - 1909     MONUMENTED       IBC
 TM1007
 TM1007                          STATION DESCRIPTION
 TM1007
 TM1007'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM1007'ON THE SUMMIT OF CHIEF MOUNTAIN, A PROMINENT MOUNTAIN, 4-1/2 MILES
 TM1007'SOUTH OF THE INTERNATIONAL BOUNDARY AND ON THE LINE BETWEEN THE
 TM1007'BLACKFEET INDIAN RESERVATION AND GLACIER NATIONAL PARK.
 TM1007'
 TM1007'STATION MARK--THE USGS STATION MARK IS AN ALUMINUM DISK STAMPED---
 TM1007'---9056---, CEMENTED IN SOLID ROCK.  A 6 - FOOT CAIRN MARKING THE
 TM1007'TURNING POINT ON THE BLACKFEET INDIAN RESERVATION - GLACIER PARK
 TM1007'BOUNDARY STANDS 0.79 METER FROM THE STATION MARK IN BEARING 314
 TM1007'DEGREES.  THIS BOUNDARY CAIRN WAS USED AS THE STATION IN 1909 BY THE
 TM1007'INTERNATIONAL BOUNDARY COMMISSION AND THE GEOGRAPHIC POSITION GIVEN
 TM1007'IN THIS PUBLICATION IS THAT OF THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1008 ***********************************************************************
 TM1008  DESIGNATION -  CHIEF NORTH
 TM1008  PID         -  TM1008
 TM1008  STATE/COUNTY-  MT/GLACIER
 TM1008  USGS QUAD   -  CHIEF MOUNTAIN (1968)
 TM1008
 TM1008                         *CURRENT SURVEY CONTROL
 TM1008  ___________________________________________________________________
 TM1008* NAD 83(1992)-  48 56 43.76017(N)    113 35 34.93938(W)     ADJUSTED  
 TM1008* NAVD 88     -      2098.     (meters)    6883.     (feet)  SCALED    
 TM1008  ___________________________________________________________________
 TM1008  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 TM1008  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 TM1008
 TM1008  HORZ ORDER  -  THIRD
 TM1008
 TM1008.The horizontal coordinates were established by classical geodetic methods
 TM1008.and adjusted by the National Geodetic Survey in July 1992..
 TM1008
 TM1008.The orthometric height was scaled from a topographic map.
 TM1008
 TM1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1008
 TM1008.The geoid height was determined by GEOID03.
 TM1008
 TM1008;                    North         East     Units Scale Factor Converg.
 TM1008;SPC MT       -   529,637.293   300,324.669   MT  0.99996692   -2 59 38.7
 TM1008;SPC MT       - 1,737,655.16    985,317.16   iFT  0.99996692   -2 59 38.7
 TM1008;UTM  12      - 5,424,636.840   310,140.551   MT  1.00004285   -1 57 21.4
 TM1008
 TM1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1008!SPC MT       -   0.99967359  x   0.99996692  =   0.99964053
 TM1008!UTM  12      -   0.99967359  x   1.00004285  =   0.99971643
 TM1008
 TM1008:                Primary Azimuth Mark                     Grid Az
 TM1008:SPC MT       -  BOUNDARY MON 286 CD US                   042 42 09.3
 TM1008:UTM  12      -  BOUNDARY MON 286 CD US                   041 39 52.0
 TM1008
 TM1008|---------------------------------------------------------------------|
 TM1008| PID    Reference Object                     Distance      Geod. Az  |
 TM1008|                                                           dddmmss.s |
 TM1008| TM0965 BOUNDARY MON 286 CD US              APPROX. 7.6 KM 0394230.6 |
 TM1008|---------------------------------------------------------------------|
 TM1008
 TM1008                          SUPERSEDED SURVEY CONTROL
 TM1008
 TM1008  NAD 83(1986)-  48 56 43.77004(N)    113 35 34.93467(W) AD(       ) 3
 TM1008
 TM1008.Superseded values are not recommended for survey control.
 TM1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1008.See file dsdata.txt to determine how the superseded data were derived.
 TM1008
 TM1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV1014124637(NAD 83)
 TM1008_MARKER: H = DRILL HOLE
 TM1008_SETTING: 66 = SET IN ROCK OUTCROP
 TM1008_SP_SET: SET IN ROCK OUTCROP
 TM1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM1008+STABILITY: POSITION/ELEVATION WELL
 TM1008
 TM1008  HISTORY     - Date     Condition        Report By
 TM1008  HISTORY     - 1909     MONUMENTED       IBC
 TM1008
 TM1008                          STATION DESCRIPTION
 TM1008
 TM1008'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (CHS)
 TM1008'ABOUT 3.6 MILES SOUTH OF THE INTERNATIONAL BOUNDARY, ON THE EASTERN OF
 TM1008'THE TWO RIDGES RUNNING NORTHWARD FROM CHIEF MOUNTAIN.  THE STATION IS
 TM1008'ON A KNOLL PRACTICALLY BARE, ABOUT 200 METERS UP THE SLOPE, SOUTHWEST
 TM1008'OF A WOODED HILL.
 TM1008'
 TM1008'STATION MARK--A DRILL HOLE IN A STONE SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0761 ***********************************************************************
 TH0761  DESIGNATION -  CHILD
 TH0761  PID         -  TH0761
 TH0761  STATE/COUNTY-  MT/VALLEY
 TH0761  USGS QUAD   -  CARBERT (1973)
 TH0761
 TH0761                         *CURRENT SURVEY CONTROL
 TH0761  ___________________________________________________________________
 TH0761* NAD 83(1992)-  48 57 19.16269(N)    105 46 14.71262(W)     ADJUSTED  
 TH0761* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 TH0761  ___________________________________________________________________
 TH0761  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 TH0761  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TH0761
 TH0761  HORZ ORDER  -  THIRD
 TH0761
 TH0761.The horizontal coordinates were established by classical geodetic methods
 TH0761.and adjusted by the National Geodetic Survey in July 1992..
 TH0761
 TH0761.The orthometric height was scaled from a topographic map.
 TH0761
 TH0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0761
 TH0761.The geoid height was determined by GEOID03.
 TH0761
 TH0761;                    North         East     Units Scale Factor Converg.
 TH0761;SPC MT       -   529,399.585   873,009.036   MT  0.99997281   +2 43 40.7
 TH0761;SPC MT       - 1,736,875.28  2,864,202.87   iFT  0.99997281   +2 43 40.7
 TH0761;UTM  13      - 5,422,775.508   443,574.969   MT  0.99963911   -0 34 52.7
 TH0761
 TH0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0761!SPC MT       -   0.99986797  x   0.99997281  =   0.99984078
 TH0761!UTM  13      -   0.99986797  x   0.99963911  =   0.99950713
 TH0761
 TH0761:                Primary Azimuth Mark                     Grid Az
 TH0761:SPC MT       -  LOST                                     358 17 27.1
 TH0761:UTM  13      -  LOST                                     001 36 00.5
 TH0761
 TH0761|---------------------------------------------------------------------|
 TH0761| PID    Reference Object                     Distance      Geod. Az  |
 TH0761|                                                           dddmmss.s |
 TH0761| TH0795 LOST                                APPROX. 9.1 KM 0010107.8 |
 TH0761|---------------------------------------------------------------------|
 TH0761
 TH0761                          SUPERSEDED SURVEY CONTROL
 TH0761
 TH0761  NAD 83(1986)-  48 57 19.16293(N)    105 46 14.71190(W) AD(       ) 3
 TH0761
 TH0761.Superseded values are not recommended for survey control.
 TH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0761.See file dsdata.txt to determine how the superseded data were derived.
 TH0761
 TH0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ4357522776(NAD 83)
 TH0761_MARKER: DD = SURVEY DISK
 TH0761_SETTING: 0 = UNSPECIFIED SETTING
 TH0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0761
 TH0761  HISTORY     - Date     Condition        Report By
 TH0761  HISTORY     - 1911     MONUMENTED       IBC
 TH0761
 TH0761                          STATION DESCRIPTION
 TH0761
 TH0761'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0761'ABOUT 3 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 527, ON THE
 TH0761'HIGHEST PART OF A RIDGE ONE - HALF MILE SOUTH OF COAL CREEK.
 TH0761'
 TH0761'STATION MARK--A BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1100 ***********************************************************************
 SR1100  DESIGNATION -  CHIMNEY
 SR1100  PID         -  SR1100
 SR1100  STATE/COUNTY-  MT/FERGUS
 SR1100  USGS QUAD   -  LEROY (1954)
 SR1100
 SR1100                         *CURRENT SURVEY CONTROL
 SR1100  ___________________________________________________________________
 SR1100* NAD 83(1992)-  47 46 36.19278(N)    109 15 49.22822(W)     ADJUSTED  
 SR1100* NAVD 88     -      1044.4    (meters)    3427.     (feet)  VERTCON   
 SR1100  ___________________________________________________________________
 SR1100  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 SR1100  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 SR1100
 SR1100  HORZ ORDER  -  FIRST
 SR1100
 SR1100.The horizontal coordinates were established by classical geodetic methods
 SR1100.and adjusted by the National Geodetic Survey in July 1992..
 SR1100
 SR1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1100
 SR1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1100
 SR1100.The geoid height was determined by GEOID03.
 SR1100
 SR1100;                    North         East     Units Scale Factor Converg.
 SR1100;SPC MT       -   391,908.707   617,702.630   MT  0.99948166   +0 10 22.3
 SR1100;SPC MT       - 1,285,789.72  2,026,583.43   iFT  0.99948166   +0 10 22.3
 SR1100;UTM  12      - 5,292,943.877   630,078.067   MT  0.99980792   +1 17 09.5
 SR1100
 SR1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1100!SPC MT       -   0.99983867  x   0.99948166  =   0.99932041
 SR1100!UTM  12      -   0.99983867  x   0.99980792  =   0.99964662
 SR1100
 SR1100|---------------------------------------------------------------------|
 SR1100| PID    Reference Object                     Distance      Geod. Az  |
 SR1100|                                                           dddmmss.s |
 SR1100| CQ5289 CHIMNEY RM 1                          9.079 METERS 06516     |
 SR1100| CQ5288 CHIMNEY AZ MK                                      1455417.9 |
 SR1100| CQ5290 CHIMNEY RM 2                          7.321 METERS 19520     |
 SR1100|---------------------------------------------------------------------|
 SR1100
 SR1100                          SUPERSEDED SURVEY CONTROL
 SR1100
 SR1100  NAD 83(1986)-  47 46 36.19038(N)    109 15 49.21010(W) AD(       ) 1
 SR1100  NAD 27      -  47 46 36.25000(N)    109 15 46.57800(W) AD(       ) 1
 SR1100  NGVD 29 (07/19/86) 1043.6    (m)         3424.     (f) VERT ANG       
 SR1100
 SR1100.Superseded values are not recommended for survey control.
 SR1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1100.See file dsdata.txt to determine how the superseded data were derived.
 SR1100
 SR1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT3007892944(NAD 83)
 SR1100_MARKER: DS = TRIANGULATION STATION DISK
 SR1100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1100
 SR1100  HISTORY     - Date     Condition        Report By
 SR1100  HISTORY     - 1889     MONUMENTED       MORC
 SR1100  HISTORY     - 1949     GOOD             CGS
 SR1100  HISTORY     - 1953     GOOD             USGS
 SR1100
 SR1100                          STATION DESCRIPTION
 SR1100
 SR1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1100'STATION IS 18 MILES NORTH OF WINIFRED, 1-1/2 MILES SOUTH OF
 SR1100'THE MISSOURI RIVER, ON A PROMINENT GRASSY HILL WHICH IS THE
 SR1100'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 SR1100'
 SR1100'TO REACH THE STATION FROM THE MAIN CROSS STREETS AND THE LIGHT
 SR1100'POLE IN WINIFRED, GO NORTH 0.1 MILE, TAKE THE RIGHT FORK, GO
 SR1100'0.25 MILE PAST THE GRAIN ELEVATORS TO A BRIDGE, CROSS THE BRIDGE
 SR1100'AND GO EAST ON THE MAIN ROAD 1.2 MILES, THENCE NORTH 2.4 MILES
 SR1100'TO A T-ROAD, TURN RIGHT AND GO 1.9 MILES TO A T-ROAD, TURN
 SR1100'LEFT AND GO NORTHERLY 10.2 MILES TO A T-ROAD AT A SIGN,
 SR1100'WINIFRED, WOODHAWK, TURN LEFT, GO NORTH 2.6 MILES TO A GATE,
 SR1100'PASS THROUGH THE GATE, GO WEST 0.7 MILE TO A GATE, PASS
 SR1100'THROUGH THE GATE, BEAR RIGHT AND GO NORTH 0.4 MILE TO A
 SR1100'GATE IN THE BARNYARD OF OTTO MATTUSCHEKS RANCH, PASS
 SR1100'THROUGH THE GATE AND GO WEST ALONG THE NORTH SIDE OF A
 SR1100'FENCE FOR 0.5 MILE TO A GATE, PASS THROUGH THE GATE, TURN
 SR1100'RIGHT AND GO NORTH 0.2 MILE TO A FORK, BEAR RIGHT 0.05 MILE
 SR1100'TO A GATE, PASS THROUGH THE GATE AND CONTINUE NORTH 0.15
 SR1100'MILE, BEAR TO THE NORTHWEST AWAY FROM THE FENCE AND CONTINUE
 SR1100'NORTHWEST 0.3 MILE TO THE TOP OF A LOW SADDLE, BEAR
 SR1100'RIGHT 0.05 MILE, BEAR LEFT AND FOLLOW A DIM ROAD DOWN A DRAW
 SR1100'FOR 1.0 MILE TO A RESERVOIR ON THE LEFT, CONTINUE STRAIGHT
 SR1100'AHEAD TO THE TOP OF A LOW RIDGE, TURN LEFT AND GO WEST
 SR1100'1.2 MILES TO THE AZIMUTH MARK AND THE END OF TRUCK TRAVEL.
 SR1100'FROM THIS POINT PROCEED WESTERLY FOR 1/2 HOUR TO THE HIGHEST
 SR1100'POINT AND THE STATION.
 SR1100'
 SR1100'STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION IRON
 SR1100'CAP BOLTED TO THE TOP OF A 5-INCH IRON PIPE THAT PROJECTS 8
 SR1100'INCHES.
 SR1100'
 SR1100'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK BRAZED
 SR1100'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 5 INCHES.  THE
 SR1100'DISK IS STAMPED CHIMNEY MORC NO 1 1948.
 SR1100'
 SR1100'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK BRAZED
 SR1100'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 5 INCHES.  THE
 SR1100'DISK IS STAMPED CHIMNEY MORC NO 2 1948.
 SR1100'
 SR1100'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 SR1100'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES AND THE DISK IS
 SR1100'STAMPED CHIMNEY MORC 1948.
 SR1100'
 SR1100'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE SET BY M.J.
 SR1100'TONKEL IN 1948.
 SR1100'
 SR1100'A FOUR FOOT STAND AT CHIMNEY (MO. R C) WILL SEE A FOUR FOOT
 SR1100'STAND AT RAPIDS (MO.RC) LION AND BIRD (MO. R C) AND A 15 FOOT
 SR1100'STAND AT LEROY AND A 10 FOOT STAND AT WOODHAWK.
 SR1100
 SR1100                          STATION RECOVERY (1953)
 SR1100
 SR1100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SR1100'STATION MARK--STANDARD MORC IRON CAP BOLTED TO THE TOP OF A 5 IN. IRON
 SR1100'PIPE, PROJECTING 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0569 ***********************************************************************
 QW0569  DESIGNATION -  CHIMNEY AT L RR
 QW0569  PID         -  QW0569
 QW0569  STATE/COUNTY-  MT/YELLOWSTONE
 QW0569  USGS QUAD   -  LAUREL (1969)
 QW0569
 QW0569                         *CURRENT SURVEY CONTROL
 QW0569  ___________________________________________________________________
 QW0569* NAD 83(1992)-  45 40 10.74911(N)    108 45 11.25620(W)     ADJUSTED  
 QW0569* NAVD 88     -      1061.     (meters)    3481.     (feet)  VERTCON   
 QW0569  ___________________________________________________________________
 QW0569  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 QW0569  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 QW0569
 QW0569  HORZ ORDER  -  THIRD
 QW0569
 QW0569.The horizontal coordinates were established by classical geodetic methods
 QW0569.and adjusted by the National Geodetic Survey in July 1992..
 QW0569
 QW0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0569
 QW0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0569
 QW0569.The geoid height was determined by GEOID03.
 QW0569
 QW0569;                    North         East     Units Scale Factor Converg.
 QW0569;SPC MT       -   158,052.499   658,178.173   MT  0.99966410   +0 32 46.8
 QW0569;SPC MT       -   518,544.94  2,159,377.21   iFT  0.99966410   +0 32 46.8
 QW0569;UTM  12      - 5,059,800.000   675,012.077   MT  0.99997658   +1 36 27.5
 QW0569
 QW0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0569!SPC MT       -   0.99983573  x   0.99966410  =   0.99949988
 QW0569!UTM  12      -   0.99983573  x   0.99997658  =   0.99981231
 QW0569
 QW0569                          SUPERSEDED SURVEY CONTROL
 QW0569
 QW0569  NAD 83(1986)-  45 40 10.74456(N)    108 45 11.23925(W) AD(       ) 4
 QW0569  NAD 27      -  45 40 10.92683(N)    108 45 08.72313(W) AD(       ) 3
 QW0569  NGVD 29 (07/19/86) 1060.     (m)         3478.     (f) VERT ANG       
 QW0569
 QW0569.Superseded values are not recommended for survey control.
 QW0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0569.See file dsdata.txt to determine how the superseded data were derived.
 QW0569
 QW0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7501259800(NAD 83)
 QW0569_MARKER: 85 = CHIMNEY
 QW0569
 QW0569  HISTORY     - Date     Condition        Report By
 QW0569  HISTORY     - 1952     FIRST OBSERVED   USGS
 QW0569
 QW0569                          STATION DESCRIPTION
 QW0569
 QW0569'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0569'STATION IS THE CHIMNEY AT THE LAUREL, MONTANA RAILROAD SHOPS.  IT LIES
 QW0569'IN THE SE. CORNER OF THE TOWN OF LAUREL.
 QW0569'
 QW0569'STATION MARK - CENTER OF CHIMNEY TOP WAS INTERSECTED.
 QW0569'
 QW0569'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0156 ***********************************************************************
 TK0156  DESIGNATION -  CHINOOK
 TK0156  PID         -  TK0156
 TK0156  STATE/COUNTY-  MT/BLAINE
 TK0156  USGS QUAD   -  CHINOOK (1964)
 TK0156
 TK0156                         *CURRENT SURVEY CONTROL
 TK0156  ___________________________________________________________________
 TK0156* NAD 83(1986)-  48 35 38.     (N)    109 13 45.     (W)     SCALED    
 TK0156* NAVD 88     -       744.202  (meters)    2441.60   (feet)  ADJUSTED  
 TK0156  ___________________________________________________________________
 TK0156  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0156  DYNAMIC HT  -         744.282 (meters)    2441.87  (feet)  COMP
 TK0156  MODELED GRAV-     980,692.7   (mgal)                       NAVD 88
 TK0156
 TK0156  VERT ORDER  -  FIRST     CLASS II
 TK0156
 TK0156.The horizontal coordinates were scaled from a topographic map and have
 TK0156.an estimated accuracy of +/- 6 seconds.
 TK0156
 TK0156.The orthometric height was determined by differential leveling
 TK0156.and adjusted by the National Geodetic Survey in June 1991..
 TK0156.WARNING-Repeat measurements at this control monument indicate possible
 TK0156.vertical movement.
 TK0156
 TK0156.The geoid height was determined by GEOID03.
 TK0156
 TK0156.The dynamic height is computed by dividing the NAVD 88
 TK0156.geopotential number by the normal gravity value computed on the
 TK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0156.degrees latitude (g = 980.6199 gals.).
 TK0156
 TK0156.The modeled gravity was interpolated from observed gravity values.
 TK0156
 TK0156;                    North         East    Units  Estimated Accuracy
 TK0156;SPC MT       -   482,750.      619,970.      MT  (+/- 180 meters Scaled)
 TK0156
 TK0156                          SUPERSEDED SURVEY CONTROL
 TK0156
 TK0156  NGVD 29 (??/??/92)  743.391  (m)         2438.94   (f) ADJ UNCH    1 2
 TK0156
 TK0156.Superseded values are not recommended for survey control.
 TK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0156.See file dsdata.txt to determine how the superseded data were derived.
 TK0156
 TK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU305838(NAD 83)
 TK0156_MARKER: DB = BENCH MARK DISK
 TK0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0156_SP_SET: FOOTING
 TK0156_STAMPING: CHINOOK 1934
 TK0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0156
 TK0156  HISTORY     - Date     Condition        Report By
 TK0156  HISTORY     - 1934     MONUMENTED       CGS
 TK0156  HISTORY     - 1953     GOOD             DOD
 TK0156  HISTORY     - 1979     GOOD             NGS
 TK0156  HISTORY     - 1982     GOOD             NGS
 TK0156
 TK0156                          STATION DESCRIPTION
 TK0156
 TK0156'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TK0156'IN CHINOOK.
 TK0156'AT CHINOOK, BLAINE COUNTY, AT THE CITY WATER TOWER, AND IN THE TOP OF
 TK0156'THE SOUTHEAST CORNER CONCRETE FOOTING.  A STANDARD DISK, STAMPED
 TK0156'CHINOOK 1934.
 TK0156
 TK0156                          STATION RECOVERY (1979)
 TK0156
 TK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0156'IN CHINOOK, SET IN THE SOUTHEAST CONCRETE FOOT OF THE SOUTHEAST LEG
 TK0156'OF THE CHINOOK WATER TANK AT THE NORTHWEST CORNER OF SECOND STREET
 TK0156'AND OHIO AVENUE, AND 83 FEET WEST OF THE CENTER OF THE AVENUE, AND 68
 TK0156'FEET NORTH OF THE CENTER OF THE STREET.
 TK0156'THE MARK IS 20 FT ABOVE THE STREET.
 TK0156
 TK0156                          STATION RECOVERY (1982)
 TK0156
 TK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0480 ***********************************************************************
 TK0480  DESIGNATION -  CHINOOK
 TK0480  PID         -  TK0480
 TK0480  STATE/COUNTY-  MT/BLAINE
 TK0480  USGS QUAD   -  SAYER BUTTE (1987)
 TK0480
 TK0480                         *CURRENT SURVEY CONTROL
 TK0480  ___________________________________________________________________
 TK0480* NAD 83(1992)-  48 28 11.38135(N)    109 15 24.94791(W)     ADJUSTED  
 TK0480* NAVD 88     -       943.     (meters)    3094.     (feet)  SCALED    
 TK0480  ___________________________________________________________________
 TK0480  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 TK0480  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 TK0480
 TK0480  HORZ ORDER  -  THIRD
 TK0480
 TK0480.The horizontal coordinates were established by classical geodetic methods
 TK0480.and adjusted by the National Geodetic Survey in July 1992..
 TK0480
 TK0480.The orthometric height was scaled from a topographic map.
 TK0480
 TK0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0480
 TK0480.The geoid height was determined by GEOID03.
 TK0480
 TK0480;                    North         East     Units Scale Factor Converg.
 TK0480;SPC MT       -   468,946.638   617,968.777   MT  0.99971796   +0 10 40.1
 TK0480;SPC MT       - 1,538,538.84  2,027,456.62   iFT  0.99971796   +0 10 40.1
 TK0480;UTM  12      - 5,369,989.129   628,837.827   MT  0.99980394   +1 18 18.2
 TK0480
 TK0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0480!SPC MT       -   0.99985478  x   0.99971796  =   0.99957278
 TK0480!UTM  12      -   0.99985478  x   0.99980394  =   0.99965875
 TK0480
 TK0480:                Primary Azimuth Mark                     Grid Az
 TK0480:SPC MT       -  BOX ELDER                                290 05 25.8
 TK0480:UTM  12      -  BOX ELDER                                288 57 47.7
 TK0480
 TK0480|---------------------------------------------------------------------|
 TK0480| PID    Reference Object                     Distance      Geod. Az  |
 TK0480|                                                           dddmmss.s |
 TK0480| TK0460 BOX ELDER                           APPROX.18.8 KM 2901605.9 |
 TK0480|---------------------------------------------------------------------|
 TK0480
 TK0480                          SUPERSEDED SURVEY CONTROL
 TK0480
 TK0480  NAD 83(1986)-  48 28 11.38716(N)    109 15 24.93384(W) AD(       ) 3
 TK0480  NAD 27      -  48 28 11.39607(N)    109 15 22.30698(W) AD(       ) 3
 TK0480
 TK0480.Superseded values are not recommended for survey control.
 TK0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0480.See file dsdata.txt to determine how the superseded data were derived.
 TK0480
 TK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU2883869989(NAD 83)
 TK0480_MARKER: Z = SEE DESCRIPTION
 TK0480_SETTING: 0 = UNSPECIFIED SETTING
 TK0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0480
 TK0480  HISTORY     - Date     Condition        Report By
 TK0480  HISTORY     - 1902     MONUMENTED       USGS
 TK0480
 TK0480                          STATION DESCRIPTION
 TK0480
 TK0480'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 TK0480'ON GRASSY HILL,ABOUT 8 MI. S. OF CHINOOK, ON DIVIDE E.OF TELEPHONE RD.
 TK0480'1/2 MI. W. OF CHINOOK RD.
 TK0480'
 TK0480'STATION MARK - IRON BENCH MARK POST SET 36 IN. IN GROUND.
 TK0480'
 TK0480'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0518 ***********************************************************************
 TK0518  DESIGNATION -  CHINOOK
 TK0518  PID         -  TK0518
 TK0518  STATE/COUNTY-  MT/HILL
 TK0518  USGS QUAD   -  CREEDMAN COULEE WEST (1972)
 TK0518
 TK0518                         *CURRENT SURVEY CONTROL
 TK0518  ___________________________________________________________________
 TK0518* NAD 83(1992)-  48 56 42.07075(N)    109 48 01.11553(W)     ADJUSTED  
 TK0518* NAVD 88     -       927.     (meters)    3041.     (feet)  SCALED    
 TK0518  ___________________________________________________________________
 TK0518  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 TK0518  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0518
 TK0518  HORZ ORDER  -  SECOND
 TK0518
 TK0518.The horizontal coordinates were established by classical geodetic methods
 TK0518.and adjusted by the National Geodetic Survey in July 1992..
 TK0518
 TK0518.The orthometric height was scaled from a topographic map.
 TK0518
 TK0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0518
 TK0518.The geoid height was determined by GEOID03.
 TK0518
 TK0518;                    North         East     Units Scale Factor Converg.
 TK0518;SPC MT       -   521,795.507   578,002.400   MT  0.99996663   -0 13 10.8
 TK0518;SPC MT       - 1,711,927.52  1,896,333.33   iFT  0.99996663   -0 13 10.8
 TK0518;UTM  12      - 5,422,037.453   587,844.034   MT  0.99969480   +0 54 17.0
 TK0518
 TK0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0518!SPC MT       -   0.99985733  x   0.99996663  =   0.99982397
 TK0518!UTM  12      -   0.99985733  x   0.99969480  =   0.99955218
 TK0518
 TK0518:                Primary Azimuth Mark                     Grid Az
 TK0518:SPC MT       -  BOUNDARY MON 401 CD US                   013 52 31.2
 TK0518:UTM  12      -  BOUNDARY MON 401 CD US                   012 45 03.4
 TK0518
 TK0518|---------------------------------------------------------------------|
 TK0518| PID    Reference Object                     Distance      Geod. Az  |
 TK0518|                                                           dddmmss.s |
 TK0518| TK0614 BOUNDARY MON 401 CD US              APPROX. 6.3 KM 0133920.4 |
 TK0518| TK0519 SIGNAL                                8.030 METERS 07952     |
 TK0518|---------------------------------------------------------------------|
 TK0518
 TK0518                          SUPERSEDED SURVEY CONTROL
 TK0518
 TK0518  NAD 83(1986)-  48 56 42.06928(N)    109 48 01.10181(W) AD(       ) 2
 TK0518  NAD 27      -  48 56 42.05000(N)    109 47 58.39000(W) AD(       ) 2
 TK0518
 TK0518.Superseded values are not recommended for survey control.
 TK0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0518.See file dsdata.txt to determine how the superseded data were derived.
 TK0518
 TK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV8784422037(NAD 83)
 TK0518_MARKER: DD = SURVEY DISK
 TK0518_SETTING: 80 = SET IN A BOULDER
 TK0518_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TK0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0518+STABILITY: SURFACE MOTION
 TK0518
 TK0518  HISTORY     - Date     Condition        Report By
 TK0518  HISTORY     - 1908     MONUMENTED       IBC
 TK0518  HISTORY     - 1909     GOOD             IBC
 TK0518  HISTORY     - 1972     GOOD             NGS
 TK0518
 TK0518                          STATION DESCRIPTION
 TK0518
 TK0518'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TK0518'A BRONZE DISK
 TK0518'SET IN A DRILL HOLE IN A BOULDER AND MARKING INTERNATIONAL
 TK0518'BOUNDARY COMMISSION STATION CHINOOK IS 8.03 METERS FROM THE
 TK0518'STATION S 79 DEG 52 MIN W.
 TK0518
 TK0518                          STATION RECOVERY (1909)
 TK0518
 TK0518'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0518'ABOUT 27 MILES NORTH AND 6 MILES WEST OF HAVRE, MONTANA, AND ABOUT
 TK0518'4 MILES SOUTH OF THE INTERNATIONAL BOUNDARY.  IT IS ON THE HIGHEST
 TK0518'POINT OF SIGNAL BUTTE NEAR THE NORTHWEST END OF THE RIDGE AND IS NEAR
 TK0518'THE MIDDLE OF THE SOUTH SIDE OF SECTION 20, TOWNSHIP 37 N, RANGE 15 E,
 TK0518'PRINCIPAL MERIDIAN.  AN OIL DERRICK AND SOME NEWLY CONSTRUCTED
 TK0518'BUILDINGS STAND ABOUT ONE - FOURTH MILE TO THE WEST OF THE STATION.
 TK0518'
 TK0518'A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 TK0518
 TK0518                          STATION RECOVERY (1972)
 TK0518
 TK0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 TK0518'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0454 ***********************************************************************
 TK0454  DESIGNATION -  CHINOOK MUNICIPAL TANK
 TK0454  PID         -  TK0454
 TK0454  STATE/COUNTY-  MT/BLAINE
 TK0454  USGS QUAD   -  CHINOOK (1964)
 TK0454
 TK0454                         *CURRENT SURVEY CONTROL
 TK0454  ___________________________________________________________________
 TK0454* NAD 83(1992)-  48 35 38.27750(N)    109 13 45.95944(W)     ADJUSTED  
 TK0454* NAVD 88     -                                                        
 TK0454  ___________________________________________________________________
 TK0454  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 TK0454  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0454
 TK0454  HORZ ORDER  -  THIRD
 TK0454
 TK0454.The horizontal coordinates were established by classical geodetic methods
 TK0454.and adjusted by the National Geodetic Survey in July 1992..
 TK0454
 TK0454
 TK0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0454
 TK0454.The geoid height was determined by GEOID03.
 TK0454
 TK0454;                    North         East     Units Scale Factor Converg.
 TK0454;SPC MT       -   482,753.930   619,953.778   MT  0.99977608   +0 11 52.5
 TK0454;SPC MT       - 1,583,838.35  2,033,969.09   iFT  0.99977608   +0 11 52.5
 TK0454;UTM  12      - 5,383,833.676   630,550.554   MT  0.99980940   +1 19 41.5
 TK0454
 TK0454                          SUPERSEDED SURVEY CONTROL
 TK0454
 TK0454  NAD 83(1986)-  48 35 38.28406(N)    109 13 45.94441(W) AD(       ) 4
 TK0454  NAD 27      -  48 35 38.28300(N)    109 13 43.31900(W) AD(       ) 3
 TK0454
 TK0454.Superseded values are not recommended for survey control.
 TK0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0454.See file dsdata.txt to determine how the superseded data were derived.
 TK0454
 TK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU3055183834(NAD 83)
 TK0454_MARKER: 53 = ELEVATED TANK
 TK0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TK0454+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 TK0454
 TK0454  HISTORY     - Date     Condition        Report By
 TK0454  HISTORY     - 1949     FIRST OBSERVED   CGS
 TK0454  HISTORY     - 20050715 GOOD             GEOCAC
 TK0454
 TK0454                          STATION DESCRIPTION
 TK0454
 TK0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0454'STATION IS IN THE TOWN OF CHINOOK, ON A SMALL KNOLL 18 FEET
 TK0454'ABOVE STREET LEVEL.  IT IS A FOUR LEGGED STEEL STRUCTURE
 TK0454'PAINTED ALUMINUM.  IT IS 120 FEET IN HEIGHT.  THE POINT
 TK0454'INTERSECTED WAS THE APEX OF THE ROOF.
 TK0454
 TK0454                          STATION RECOVERY (2005)
 TK0454
 TK0454'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 TK0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0452 ***********************************************************************
 TK0452  DESIGNATION -  CHINOOK U AND I SUGAR CO STK
 TK0452  PID         -  TK0452
 TK0452  STATE/COUNTY-  MT/BLAINE
 TK0452  USGS QUAD   -  CHINOOK (1964)
 TK0452
 TK0452                         *CURRENT SURVEY CONTROL
 TK0452  ___________________________________________________________________
 TK0452* NAD 83(1992)-  48 35 25.86782(N)    109 13 04.88479(W)     ADJUSTED  
 TK0452* NAVD 88     -                                                        
 TK0452  ___________________________________________________________________
 TK0452  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 TK0452  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0452
 TK0452  HORZ ORDER  -  THIRD
 TK0452
 TK0452.The horizontal coordinates were established by classical geodetic methods
 TK0452.and adjusted by the National Geodetic Survey in July 1992..
 TK0452
 TK0452
 TK0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0452
 TK0452.The geoid height was determined by GEOID03.
 TK0452
 TK0452;                    North         East     Units Scale Factor Converg.
 TK0452;SPC MT       -   482,373.659   620,796.592   MT  0.99977440   +0 12 22.6
 TK0452;SPC MT       - 1,582,590.74  2,036,734.23   iFT  0.99977440   +0 12 22.6
 TK0452;UTM  12      - 5,383,470.092   631,400.736   MT  0.99981213   +1 20 12.0
 TK0452
 TK0452                          SUPERSEDED SURVEY CONTROL
 TK0452
 TK0452  NAD 83(1986)-  48 35 25.87458(N)    109 13 04.86983(W) AD(       ) 4
 TK0452  NAD 27      -  48 35 25.87300(N)    109 13 02.24600(W) AD(       ) 3
 TK0452
 TK0452.Superseded values are not recommended for survey control.
 TK0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0452.See file dsdata.txt to determine how the superseded data were derived.
 TK0452
 TK0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU3140183470(NAD 83)
 TK0452_MARKER: 63 = STACK
 TK0452
 TK0452  HISTORY     - Date     Condition        Report By
 TK0452  HISTORY     - 1949     FIRST OBSERVED   CGS
 TK0452
 TK0452                          STATION DESCRIPTION
 TK0452
 TK0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0452'STATION IS 0.45 MILE EAST OF THE TOWN OF CHINOOK, AND 0.25
 TK0452'MILE SOUTH OF U.S. HIGHWAY 2.  IT IS A ROUND CONCRETE
 TK0452'STRUCTURE 230.6 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE
 TK0452'CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1146 ***********************************************************************
 SR1146  DESIGNATION -  CHIP
 SR1146  PID         -  SR1146
 SR1146  STATE/COUNTY-  MT/CHOUTEAU
 SR1146  USGS QUAD   -  ESKAY NW (1984)
 SR1146
 SR1146                         *CURRENT SURVEY CONTROL
 SR1146  ___________________________________________________________________
 SR1146* NAD 83(1992)-  47 52 57.93047(N)    109 44 06.29812(W)     ADJUSTED  
 SR1146* NAVD 88     -      1069.6    (meters)    3509.     (feet)  VERTCON   
 SR1146  ___________________________________________________________________
 SR1146  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 SR1146  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 SR1146
 SR1146  HORZ ORDER  -  FIRST
 SR1146
 SR1146.The horizontal coordinates were established by classical geodetic methods
 SR1146.and adjusted by the National Geodetic Survey in July 1992..
 SR1146
 SR1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1146
 SR1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1146
 SR1146.The geoid height was determined by GEOID03.
 SR1146
 SR1146;                    North         East     Units Scale Factor Converg.
 SR1146;SPC MT       -   403,692.491   582,425.825   MT  0.99950817   -0 10 19.1
 SR1146;SPC MT       - 1,324,450.43  1,910,845.88   iFT  0.99950817   -0 10 19.1
 SR1146;UTM  12      - 5,304,043.853   594,569.963   MT  0.99970990   +0 56 18.1
 SR1146
 SR1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1146!SPC MT       -   0.99983471  x   0.99950817  =   0.99934296
 SR1146!UTM  12      -   0.99983471  x   0.99970990  =   0.99954466
 SR1146
 SR1146|---------------------------------------------------------------------|
 SR1146| PID    Reference Object                     Distance      Geod. Az  |
 SR1146|                                                           dddmmss.s |
 SR1146| CQ5292 CHIP RM 1                            17.455 METERS 10510     |
 SR1146| CQ5293 CHIP RM 2                            19.003 METERS 18311     |
 SR1146| CQ5291 CHIP AZ MK                                         3364541.7 |
 SR1146|---------------------------------------------------------------------|
 SR1146
 SR1146                          SUPERSEDED SURVEY CONTROL
 SR1146
 SR1146  NAD 83(1986)-  47 52 57.92832(N)    109 44 06.27961(W) AD(       ) 1
 SR1146  NAD 27      -  47 52 57.99898(N)    109 44 03.58612(W) AD(       ) 1
 SR1146  NGVD 29 (07/19/86) 1068.7    (m)         3506.     (f) VERT ANG       
 SR1146
 SR1146.Superseded values are not recommended for survey control.
 SR1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1146.See file dsdata.txt to determine how the superseded data were derived.
 SR1146
 SR1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU9457004044(NAD 83)
 SR1146_MARKER: DS = TRIANGULATION STATION DISK
 SR1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1146
 SR1146  HISTORY     - Date     Condition        Report By
 SR1146  HISTORY     - 1967     MONUMENTED       CGS
 SR1146
 SR1146                          STATION DESCRIPTION
 SR1146
 SR1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SR1146'THE STATION IS LOCATED ABOUT 26-1/2 MILES SOUTHEAST OF BIG SANDY,
 SR1146'13 MILES NORTH OF THE MISSOURI RIVER, ON A HIGH PLATEAU AND ON
 SR1146'PROPERTY OWNED BY THE U.S. GOVERNMENT.
 SR1146'
 SR1146'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 SR1146'STATE HIGHWAY 236 AT THE SOUTH EDGE OF BIG SANDY, GO SOUTHEASTERLY
 SR1146'ON STATE HIGHWAY 236 FOR 15.35 MILES TO THE END OF THE PAVED
 SR1146'ROAD.  CONTINUE SOUTH ON STATE HIGHWAY, 0.9 MILE TO A FORK.
 SR1146'CONTINUE SOUTH, LEFT FORK, STATE HIGHWAY 236 FOR 4.8 MILES TO A SIDE
 SR1146'ROAD LEFT AND A SMALL BRICK BUILDING ON THE RIGHT.  TAKE LEFT
 SR1146'FORK AND GO EASTERLY FOR 3.0 MILES TO A SCHOOL HOUSE ON THE
 SR1146'LEFT.  CONTINUE EAST FOR 2.8 MILES TO A CROSSROAD.  TURN RIGHT
 SR1146'AND GO SOUTH AND SOUTHEAST ON TRACK ROAD, PASSING THROUGH
 SR1146'SEVERAL GATES FOR 1.55 MILES TO A DIM FORK.  KEEP RIGHT FORK
 SR1146'AND GO 1.45 MILES TO A GATE JUST NORTH OF A RANCH HOUSE.
 SR1146'PASS THROUGH GATE, TURN RIGHT AND GO SOUTH ACROSS BARN YARD FOR
 SR1146'0.05 MILE TO A GATE.  BEAR RIGHT THROUGH GATE AND GO 0.05
 SR1146'MILE TO A FORK.  TURN LEFT AND GO SOUTHEAST AND SOUTH FOR 1.0
 SR1146'MILE, ON FIELD ROAD TO A WIRE GATE.  PASS THROUGH GATE
 SR1146'AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 SR1146'SOUTHEASTERLY FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE, TURN
 SR1146'RIGHT AND GO 0.2 MILE TO A FENCE CORNER.  CONTINUE
 SR1146'ON TRACK ROAD FOR 0.2 MILE.  TURN RIGHT AND GO ACROSS
 SR1146'PASTURE FOR 0.2 MILE TO THE STATION.
 SR1146'
 SR1146'THE STATION MARK IS A STANDARD DISK, STAMPED CHIP 1967, SET
 SR1146'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SR1146'6-INCHES.  IT IS 4.8 FEET NORTH-NORTHWEST OF A METAL WITNESS
 SR1146'POST WITH SIGN ATTACHED.
 SR1146'
 SR1146'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHIP NO 1 1967,
 SR1146'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SR1146'2-INCHES.  IT IS 53.8 FEET SOUTHEAST OF THE METAL WITNESS POST
 SR1146'WITH SIGN.
 SR1146'
 SR1146'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHIP NO 2 1967,
 SR1146'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SR1146'4-INCHES.  IT IS 58.3 FEET SOUTHWEST OF THE METAL WITNESS POST
 SR1146'WITH SIGN.
 SR1146'
 SR1146'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHIP 1967, SET
 SR1146'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SR1146'6-INCHES.  IT IS 26 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 SR1146'FIELD ROAD AND 2.9 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 SR1146'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0713 ***********************************************************************
 QX0713  DESIGNATION -  CHOSE
 QX0713  PID         -  QX0713
 QX0713  STATE/COUNTY-  MT/PARK
 QX0713  USGS QUAD   -  CLYDE PARK (1981)
 QX0713
 QX0713                         *CURRENT SURVEY CONTROL
 QX0713  ___________________________________________________________________
 QX0713* NAD 83(1992)-  45 55 33.21938(N)    110 31 28.95256(W)     ADJUSTED  
 QX0713* NAVD 88     -      1754.3    (meters)    5756.     (feet)  VERTCON   
 QX0713  ___________________________________________________________________
 QX0713  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 QX0713  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 QX0713
 QX0713  HORZ ORDER  -  THIRD
 QX0713
 QX0713.The horizontal coordinates were established by classical geodetic methods
 QX0713.and adjusted by the National Geodetic Survey in July 1992..
 QX0713
 QX0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0713
 QX0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0713
 QX0713.The geoid height was determined by GEOID03.
 QX0713
 QX0713;                    North         East     Units Scale Factor Converg.
 QX0713;SPC MT       -   186,764.464   520,553.146   MT  0.99957066   -0 44 58.5
 QX0713;SPC MT       -   612,744.30  1,707,851.53   iFT  0.99957066   -0 44 58.5
 QX0713;UTM  12      - 5,085,923.706   536,851.966   MT  0.99961670   +0 20 29.3
 QX0713
 QX0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0713!SPC MT       -   0.99972675  x   0.99957066  =   0.99929753
 QX0713!UTM  12      -   0.99972675  x   0.99961670  =   0.99934356
 QX0713
 QX0713:                Primary Azimuth Mark                     Grid Az
 QX0713:SPC MT       -  IBEX                                     033 52 42.6
 QX0713:UTM  12      -  IBEX                                     032 47 14.8
 QX0713
 QX0713|---------------------------------------------------------------------|
 QX0713| PID    Reference Object                     Distance      Geod. Az  |
 QX0713|                                                           dddmmss.s |
 QX0713| QX0679 IBEX                                APPROX. 8.1 KM 0330744.1 |
 QX0713|---------------------------------------------------------------------|
 QX0713
 QX0713                          SUPERSEDED SURVEY CONTROL
 QX0713
 QX0713  NAD 83(1986)-  45 55 33.21449(N)    110 31 28.94553(W) AD(       ) 3
 QX0713  NAD 27      -  45 55 33.44575(N)    110 31 26.19348(W) AD(       ) 3
 QX0713  NGVD 29 (07/19/86) 1753.1    (m)         5752.     (f) VERT ANG       
 QX0713
 QX0713.Superseded values are not recommended for survey control.
 QX0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0713.See file dsdata.txt to determine how the superseded data were derived.
 QX0713
 QX0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR3685285924(NAD 83)
 QX0713_MARKER: DD = SURVEY DISK
 QX0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0713+STABILITY: SURFACE MOTION
 QX0713
 QX0713  HISTORY     - Date     Condition        Report By
 QX0713  HISTORY     - 1948     MONUMENTED       USGS
 QX0713
 QX0713                          STATION DESCRIPTION
 QX0713
 QX0713'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0713'STATION LOCATED 5.0 MI. (AIRLINE) E-NE. OF CLYDE PARK, 6.5 MI. SE.
 QX0713'OF WILSALL, 0.35 MI. SE. OF CHOSE FARM, 500 FT. NE. OF SW. END OF
 QX0713'LONG GRASSY RIDGE, NE. 1/4 SEC. 18, T 2 N, R 10 E.
 QX0713'
 QX0713'TO REACH STATION FROM CLYDE PARK SCHOOL, GO N. ALONG GRAVEL RD. 4.1
 QX0713'MI. TO CROSSROADS (RD. LEADING S. IN ONLY A RIGHT-OF-WAY FOR RD.),
 QX0713'TURN LEFT (N.) 0.2 MI. TO GATE ON E. SIDE OF RD. AND TRACK RD. LEADING
 QX0713'NE., FOLLOW TRACK RD. 0.75 MI. TO GATE WHICH IS 700 FT. SE. OF FARM
 QX0713'HOUSE, TURN RIGHT HERE AND GO 100 FT. TO ANOTHER GATE, CROSS
 QX0713'IRRIGATION DITCH AND DRIVE SE. 0.35 MI. UP SIDE OF GRASSY RIDGE TO
 QX0713'TOP AND STATION SITE.
 QX0713'
 QX0713'STATION MARK--STANDARD TABLET, STAMPED ---CHOSE 1948---, IN TOP OF
 QX0713'ROUND CONCRETE POST, PROJECTING 3 IN. ABOVE GROUND.
 QX0713'
 QX0713'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CHOSE
 QX0713'RM 1---, IN TOP OF ROUND CONCRETE POST, PROJECTING 3 IN. ABOVE
 QX0713'GROUND, 31.22 FT. FROM STATION, N 46 DEG 53 MIN W.
 QX0713'
 QX0713'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CHOSE
 QX0713'RM 2---, IN TOP OF ROUND CONCRETE POST, 44.87 FT. FROM STATION,
 QX0713'N 45 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0640 ***********************************************************************
 ST0640  DESIGNATION -  CHOTAIR
 ST0640  PID         -  ST0640
 ST0640  STATE/COUNTY-  MT/TETON
 ST0640  USGS QUAD   -  CHOTEAU (1987)
 ST0640
 ST0640                         *CURRENT SURVEY CONTROL
 ST0640  ___________________________________________________________________
 ST0640* NAD 83(1999)-  47 49 24.42416(N)    112 10 23.22387(W)     ADJUSTED  
 ST0640* NAVD 88     -      1203.2    (meters)    3947.     (feet)  GPS OBS   
 ST0640  ___________________________________________________________________
 ST0640  X           -  -1,619,482.259 (meters)                     COMP
 ST0640  Y           -  -3,973,748.590 (meters)                     COMP
 ST0640  Z           -   4,704,599.727 (meters)                     COMP
 ST0640  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 ST0640  ELLIP HEIGHT-        1188.85  (meters)          (04/16/01) GPS OBS
 ST0640  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0640
 ST0640  HORZ ORDER  -  THIRD
 ST0640  ELLP ORDER  -  FOURTH    CLASS II
 ST0640
 ST0640.This mark is at Choteau Municipal Airport (CII)
 ST0640
 ST0640.The horizontal coordinates were established by GPS observations
 ST0640.and adjusted by the National Geodetic Survey in April 2001..
 ST0640.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 ST0640.DATUM ITEM on the data sheet items page.
 ST0640
 ST0640.The orthometric height was determined by GPS observations and a
 ST0640.high-resolution geoid model.
 ST0640
 ST0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ST0640
 ST0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0640
 ST0640.The ellipsoidal height was determined by GPS observations
 ST0640.and is referenced to NAD 83.
 ST0640
 ST0640.The geoid height was determined by GEOID03.
 ST0640
 ST0640;                    North         East     Units Scale Factor Converg.
 ST0640;SPC MT       -   400,488.695   399,978.318   MT  0.99949292   -1 57 19.4
 ST0640;SPC MT       - 1,313,939.29  1,312,264.82   iFT  0.99949292   -1 57 19.4
 ST0640;UTM  12      - 5,297,344.067   412,193.133   MT  0.99969474   -0 52 09.9
 ST0640
 ST0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0640!SPC MT       -   0.99981370  x   0.99949292  =   0.99930671
 ST0640!UTM  12      -   0.99981370  x   0.99969474  =   0.99950850
 ST0640
 ST0640:                Primary Azimuth Mark                     Grid Az
 ST0640:SPC MT       -  CHOTAIR AZ MK                            068 45 55.5
 ST0640:UTM  12      -  CHOTAIR AZ MK                            067 40 46.0
 ST0640
 ST0640|---------------------------------------------------------------------|
 ST0640| PID    Reference Object                     Distance      Geod. Az  |
 ST0640|                                                           dddmmss.s |
 ST0640| ST0641 CHOTAIR AZ MK                       APPROX. 0.9 KM 0664836.1 |
 ST0640|---------------------------------------------------------------------|
 ST0640
 ST0640                          SUPERSEDED SURVEY CONTROL
 ST0640
 ST0640  NAD 83(1986)-  47 49 24.42467(N)    112 10 23.20626(W) AD(       ) 3
 ST0640  NAD 83(1992)-  47 49 24.42315(N)    112 10 23.22247(W) AD(       ) 3
 ST0640  ELLIP H (05/15/92) 1188.96   (m)                       GP(       ) 4 2
 ST0640  NAD 27      -  47 49 24.59226(N)    112 10 20.13898(W) AD(       ) 3
 ST0640  NGVD 29 (06/11/92) 1202.1    (m)         3944.     (f) GPS OBS        
 ST0640
 ST0640.Superseded values are not recommended for survey control.
 ST0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0640.See file dsdata.txt to determine how the superseded data were derived.
 ST0640
 ST0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1219397344(NAD 83)
 ST0640_MARKER: I = METAL ROD
 ST0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ST0640_SP_SET: STAINLESS STEEL ROD
 ST0640_STAMPING: CHOTAIR 1991
 ST0640_MARK LOGO: NGS   
 ST0640_PROJECTION: FLUSH
 ST0640_MAGNETIC: I = MARKER IS A STEEL ROD
 ST0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0640+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1991
 ST0640_ROD/PIPE-DEPTH: 2.7  meters
 ST0640
 ST0640  HISTORY     - Date     Condition        Report By
 ST0640  HISTORY     - 1991     MONUMENTED       NGS
 ST0640  HISTORY     - 19911004 GOOD             NGS
 ST0640
 ST0640                          STATION DESCRIPTION
 ST0640
 ST0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 ST0640'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST OF CHOTEAU, AT
 ST0640'THE CHOTEAU AIRPORT, ALONG THE SOUTHWEST SIDE OF THE PAVED RUNWAY AND
 ST0640'AT THE SOUTH END OF THE NORTHEAST-SOUTHWEST RUNWAY.
 ST0640'OWNERSHIP--CHOTEAU AIRPORT, MANAGER JOHN O. NORDHAGEN, PHONE
 ST0640'406-466-2968.
 ST0640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287 AND 89 IN
 ST0640'CHOTEAU, GO NORTHERLY ON HIGHWAYS 287 AND 89 (MAIN STREET) FOR 1.12
 ST0640'KM (0.70 MI) TO A CROSS STREET WITH 10TH STREET NORTHWEST ON THE
 ST0640'LEFT.  TURN RIGHT AND GO NORTHEAST FOR 0.16 KM (0.10 MI) TO A
 ST0640'RAILROAD TRACK.  CROSS THE TRACK AND CONTINUE NORTHEAST FOR 1.44 KM
 ST0640'(0.89 MI) TO THE TOP OF A HILL AND THE AIRPORT ENTRANCE ON THE LEFT.
 ST0640'TURN LEFT FOR 0.08 KM (0.05 MI) TO THE APRON AND A TAXIWAY ON THE
 ST0640'RIGHT.  TURN RIGHT AND FOLLOW THE TAXIWAY FOR 0.4 KM (0.2 MI) TO THE
 ST0640'RUNWAY.  TURN LEFT ON THE RUNWAY AND GO SOUTHWEST FOR 0.4 KM
 ST0640'(0.2 MI) TO THE END OF THE RUNWAY AND THE STATION ON THE RIGHT.
 ST0640'THE STATION IS A STAINLESS STEEL ROD INSIDE A 5-INCH LOGO CAP.
 ST0640'LOCATED 28.5 M (93.5 FT) EAST-SOUTHEAST OF THE END OF A WIRE FENCE,
 ST0640'26.5 M (86.9 FT) NORTH OF THE WEST CORNER OF THE SOUTHWEST END OF THE
 ST0640'RUNWAY, 9.0 M (29.5 FT) NORTHWEST OF THE RUNWAY EDGE, 3.3 M
 ST0640'(10.8 FT) SOUTHEAST FROM THE TOP CENTER OF A ROW OF METAL A-FRAME
 ST0640'AIRPORT MARKERS AND 1.0 M (3.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 ST0640'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0641 ***********************************************************************
 ST0641  DESIGNATION -  CHOTAIR AZ MK
 ST0641  PID         -  ST0641
 ST0641  STATE/COUNTY-  MT/TETON
 ST0641  USGS QUAD   -  CHOTEAU (1987)
 ST0641
 ST0641                         *CURRENT SURVEY CONTROL
 ST0641  ___________________________________________________________________
 ST0641* NAD 83(1999)-  47 49 35.72778(N)    112 09 44.03503(W)     ADJUSTED  
 ST0641* NAVD 88     -      1200.     (meters)    3937.     (feet)  GPS OBS   
 ST0641  ___________________________________________________________________
 ST0641  X           -  -1,618,628.898 (meters)                     COMP
 ST0641  Y           -  -3,973,814.760 (meters)                     COMP
 ST0641  Z           -   4,704,832.031 (meters)                     COMP
 ST0641  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 ST0641  ELLIP HEIGHT-        1185.97  (meters)          (04/16/01) GPS OBS
 ST0641  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 ST0641
 ST0641  HORZ ORDER  -  THIRD
 ST0641  ELLP ORDER  -  FOURTH    CLASS II
 ST0641
 ST0641.This mark is at Choteau Municipal Airport (CII)
 ST0641
 ST0641.The horizontal coordinates were established by GPS observations
 ST0641.and adjusted by the National Geodetic Survey in April 2001..
 ST0641.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 ST0641.DATUM ITEM on the data sheet items page.
 ST0641
 ST0641.The orthometric height was determined by GPS observations and a
 ST0641.high-resolution geoid model.
 ST0641.No vertical observational check was made to the station.
 ST0641
 ST0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ST0641
 ST0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0641
 ST0641.The ellipsoidal height was determined by GPS observations
 ST0641.and is referenced to NAD 83.
 ST0641
 ST0641.The geoid height was determined by GEOID03.
 ST0641
 ST0641;                    North         East     Units Scale Factor Converg.
 ST0641;SPC MT       -   400,809.689   400,804.413   MT  0.99949370   -1 56 50.8
 ST0641;SPC MT       - 1,314,992.42  1,314,975.11   iFT  0.99949370   -1 56 50.8
 ST0641;UTM  12      - 5,297,680.728   413,013.161   MT  0.99969298   -0 51 41.0
 ST0641
 ST0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0641!SPC MT       -   0.99981415  x   0.99949370  =   0.99930795
 ST0641!UTM  12      -   0.99981415  x   0.99969298  =   0.99950719
 ST0641
 ST0641:                Primary Azimuth Mark                     Grid Az
 ST0641:SPC MT       -  CHOTAIR                                  248 45 55.9
 ST0641:UTM  12      -  CHOTAIR                                  247 40 46.1
 ST0641
 ST0641|---------------------------------------------------------------------|
 ST0641| PID    Reference Object                     Distance      Geod. Az  |
 ST0641|                                                           dddmmss.s |
 ST0641| ST0640 CHOTAIR                             APPROX. 0.9 KM 2464905.1 |
 ST0641|---------------------------------------------------------------------|
 ST0641
 ST0641                          SUPERSEDED SURVEY CONTROL
 ST0641
 ST0641  NAD 83(1986)-  47 49 35.72828(N)    112 09 44.01741(W) AD(       ) 3
 ST0641  NAD 83(1992)-  47 49 35.72677(N)    112 09 44.03363(W) AD(       ) 3
 ST0641  ELLIP H (05/15/92) 1186.08   (m)                       GP(       ) 4 2
 ST0641  NAD 27      -  47 49 35.89523(N)    112 09 40.95189(W) AD(       ) 3
 ST0641  NGVD 29 (06/11/92) 1199.     (m)         3934.     (f) GPS OBS        
 ST0641
 ST0641.Superseded values are not recommended for survey control.
 ST0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0641.See file dsdata.txt to determine how the superseded data were derived.
 ST0641
 ST0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1301397681(NAD 83)
 ST0641_MARKER: I = METAL ROD
 ST0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ST0641_SP_SET: STAINLESS STEEL ROD
 ST0641_STAMPING: CHOTAIR AZ MK 1991
 ST0641_MARK LOGO: NGS   
 ST0641_PROJECTION: FLUSH
 ST0641_MAGNETIC: I = MARKER IS A STEEL ROD
 ST0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0641+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1991
 ST0641_ROD/PIPE-DEPTH: 2.1  meters
 ST0641
 ST0641  HISTORY     - Date     Condition        Report By
 ST0641  HISTORY     - 1991     MONUMENTED       NGS
 ST0641  HISTORY     - 19911004 GOOD             NGS
 ST0641
 ST0641                          STATION DESCRIPTION
 ST0641
 ST0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 ST0641'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST OF CHOTEAU, AT
 ST0641'THE CHOTEAU AIRPORT, ALONG THE NORTHWEST SIDE OF THE PAVED RUNWAY AND
 ST0641'BEFORE THE NORTH END OF THE NORTHEAST-SOUTHWEST RUNWAY.
 ST0641'OWNERSHIP--CHOTEAU AIRPORT, MANAGER JOHN O. NORDHAGEN, PHONE
 ST0641'406-466-2968.
 ST0641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287 AND 89 IN
 ST0641'CHOTEAU, GO NORTHERLY ON HIGHWAYS 287 AND 89 (MAIN STREET) FOR 1.12
 ST0641'KM (0.70 MI) TO A CROSS STREET WITH 10TH STREET NORTHWEST ON THE
 ST0641'LEFT.  TURN RIGHT AND GO NORTHEAST FOR 0.16 KM (0.10 MI) TO A
 ST0641'RAILROAD TRACK.  CROSS THE TRACK AND CONTINUE NORTHEAST FOR 1.44 KM
 ST0641'(0.89 MI) TO THE TOP OF A HILL AND THE AIRPORT ENTRANCE ON THE LEFT.
 ST0641'TURN LEFT FOR 0.08 KM (0.05 MI) TO THE APRON AND A TAXIWAY ON THE
 ST0641'RIGHT.  TURN RIGHT AND FOLLOW THE TAXIWAY FOR 0.48 KM (0.30 MI) TO
 ST0641'THE RUNWAY.  TURN RIGHT AND GO NORTHEAST ALONG THE RUNWAY FOR 0.4 KM
 ST0641'(0.2 MI) TO THE STATION ON THE LEFT.
 ST0641'THE STATION IS A STAINLESS STEEL ROD INSIDE A 5-INCH LOGO CAP.
 ST0641'LOCATED 247 M (810.4 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 ST0641'RUNWAY, 15.7 M (51.5 FT) SOUTHWEST OF THE 4TH WHITE LIGHT FROM THE
 ST0641'NORTHEAST END OF THE RUNWAY, 6.6 M (21.7 FT) NORTHWEST OF THE RUNWAY
 ST0641'EDGE, 4.5 M (14.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AT THE
 ST0641'FIELD EDGE AND 4.2 M (13.8 FT) EAST OF THE MOWED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0029 ***********************************************************************
 ST0029  FBN         -  This is a Federal Base Network Control Station.
 ST0029  DESIGNATION -  CHOTEAU
 ST0029  PID         -  ST0029
 ST0029  STATE/COUNTY-  MT/TETON
 ST0029  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0029
 ST0029                         *CURRENT SURVEY CONTROL
 ST0029  ___________________________________________________________________
 ST0029* NAD 83(1999)-  47 39 56.60945(N)    112 15 50.55341(W)     ADJUSTED  
 ST0029* NAVD 88     -      1409.339  (meters)    4623.81   (feet)  ADJUSTED  
 ST0029  ___________________________________________________________________
 ST0029  X           -  -1,630,757.692 (meters)                     COMP
 ST0029  Y           -  -3,983,316.748 (meters)                     COMP
 ST0029  Z           -   4,692,957.689 (meters)                     COMP
 ST0029  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 ST0029  ELLIP HEIGHT-        1395.26  (meters)          (10/12/00) GPS OBS
 ST0029  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 ST0029  DYNAMIC HT  -        1409.180 (meters)    4623.28  (feet)  COMP
 ST0029  MODELED GRAV-     980,449.3   (mgal)                       NAVD 88
 ST0029
 ST0029  HORZ ORDER  -  A
 ST0029  VERT ORDER  -  SECOND    CLASS 0
 ST0029  ELLP ORDER  -  THIRD     CLASS I
 ST0029
 ST0029.The horizontal coordinates were established by GPS observations
 ST0029.and adjusted by the National Geodetic Survey in October 2000..
 ST0029.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 ST0029.DATUM ITEM on the data sheet items page.
 ST0029
 ST0029.The orthometric height was determined by differential leveling
 ST0029.and adjusted by the National Geodetic Survey in June 1991..
 ST0029.WARNING-GPS observations at this control monument resulted in a GPS
 ST0029.derived orthometric height which differed from the leveled height by
 ST0029.more than one decimeter (0.1 meter).
 ST0029
 ST0029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ST0029
 ST0029.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0029
 ST0029.The ellipsoidal height was determined by GPS observations
 ST0029.and is referenced to NAD 83.
 ST0029
 ST0029.The geoid height was determined by GEOID03.
 ST0029
 ST0029.The dynamic height is computed by dividing the NAVD 88
 ST0029.geopotential number by the normal gravity value computed on the
 ST0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0029.degrees latitude (g = 980.6199 gals.).
 ST0029
 ST0029.The modeled gravity was interpolated from observed gravity values.
 ST0029
 ST0029;                    North         East     Units Scale Factor Converg.
 ST0029;SPC MT       -   383,208.109   392,559.046   MT  0.99945763   -2 01 18.9
 ST0029;SPC MT       - 1,257,244.45  1,287,923.38   iFT  0.99945763   -2 01 18.9
 ST0029;UTM  12      - 5,279,921.911   405,101.301   MT  0.99971067   -0 56 04.1
 ST0029
 ST0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0029!SPC MT       -   0.99978136  x   0.99945763  =   0.99923911
 ST0029!UTM  12      -   0.99978136  x   0.99971067  =   0.99949209
 ST0029
 ST0029:                Primary Azimuth Mark                     Grid Az
 ST0029:SPC MT       -  F 111                                    067 11 59.0
 ST0029:UTM  12      -  F 111                                    066 06 44.2
 ST0029
 ST0029|---------------------------------------------------------------------|
 ST0029| PID    Reference Object                     Distance      Geod. Az  |
 ST0029|                                                           dddmmss.s |
 ST0029| ST0027 F 111                                              0651040.1 |
 ST0029| ST0028 CHOTEAU RM 1                         26.535 METERS 07344     |
 ST0029| ST0030 CHOTEAU RM 2                         20.565 METERS 17847     |
 ST0029| ST0512 HAYSTACK BUTTE                      APPROX.36.6 KM 2160100.6 |
 ST0029|---------------------------------------------------------------------|
 ST0029
 ST0029                          SUPERSEDED SURVEY CONTROL
 ST0029
 ST0029  NAD 83(1992)-  47 39 56.60839(N)    112 15 50.55223(W) AD(       ) B
 ST0029  ELLIP H (05/15/92) 1395.33   (m)                       GP(       ) 4 2
 ST0029  NAD 83(1986)-  47 39 56.61495(N)    112 15 50.53760(W) AD(       ) 1
 ST0029  NAD 27      -  47 39 56.79000(N)    112 15 47.46800(W) AD(       ) 1
 ST0029  NAVD 88 (07/05/96) 1409.34   (m)         4623.8    (f) LEVELING    3  
 ST0029  NAVD 88 (05/28/92) 1409.34   (m)         4623.8    (f) LEVELING    3  
 ST0029  NGVD 29 (??/??/92) 1408.339  (m)         4620.53   (f) ADJ UNCH    2 0
 ST0029
 ST0029.Superseded values are not recommended for survey control.
 ST0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0029.See file dsdata.txt to determine how the superseded data were derived.
 ST0029
 ST0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT0510179922(NAD 83)
 ST0029_MARKER: DS = TRIANGULATION STATION DISK
 ST0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0029_SP_SET: CONCRETE POST
 ST0029_STAMPING: CHOTEAU 1940
 ST0029_MARK LOGO: CGS   
 ST0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0029+STABILITY: SURFACE MOTION
 ST0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0029+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1999
 ST0029
 ST0029  HISTORY     - Date     Condition        Report By
 ST0029  HISTORY     - 1940     MONUMENTED       CGS
 ST0029  HISTORY     - 1957     GOOD             USGS
 ST0029  HISTORY     - 1960     SEE DESCRIPTION  CGS
 ST0029  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ST0029  HISTORY     - 1961     GOOD             NGS
 ST0029  HISTORY     - 1963     GOOD             CGS
 ST0029  HISTORY     - 19910826 GOOD             NGS
 ST0029  HISTORY     - 19921020 GOOD             MTDOT
 ST0029  HISTORY     - 19940610 GOOD             MTDOT
 ST0029  HISTORY     - 19941015 GOOD             MTDOT
 ST0029  HISTORY     - 19950913 GOOD             MTDOT
 ST0029  HISTORY     - 19951125 GOOD             MTDOT
 ST0029  HISTORY     - 19960103 GOOD             MTDOT
 ST0029  HISTORY     - 19990614 GOOD             NGS
 ST0029
 ST0029                          STATION DESCRIPTION
 ST0029
 ST0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0029'STATION IS ABOUT 12 MILES SSW OF CHOTEAU AND ABOUT 13 MILES
 ST0029'WSW OF BOLE ON THE W EDGE OF A FLAT-TOPPED MESA WHICH STRETCHES
 ST0029'TO THE S AND E AND DROPS OFF INTO A SMALL VALLEY TO THE N AND
 ST0029'W.  THE STATION IS NOT ON THE HIGHEST POINT AS THE TOP OF THE
 ST0029'MESA IS QUITE FLAT.
 ST0029'
 ST0029'THE STATION IS 40 FEET N OF THE CENTER LINE OF TRACK ROAD,
 ST0029'113 FEET ENE OF THE TRACK ROAD JUNCTION, 7.0 FEET N OF A WHITE
 ST0029'WITNESS POST, PROJECTS 4 INCHES, STAMPED CHOTEAU 1940.
 ST0029'
 ST0029'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 ST0029'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 ST0029'
 ST0029'REFERENCE MARK NO. 1 IS 28 FEET N OF THE CENTER LINE OF TRACK
 ST0029'ROAD AT ABOUT THE SAME ELEVATION AS THE STATION, PROJECTS
 ST0029'10 INCHES, STAMPED CHOTEAU NO. 1, 1940.
 ST0029'
 ST0029'REFERENCE MARK NO. 2 IS 18 FEET S OF THE CENTER LINE OF TRACK
 ST0029'ROAD, 76 FEET E OF TRACK ROAD JUNCTION, AT ABOUT THE SAME
 ST0029'ELEVATION AS THE STATION, PROJECTS 10 INCHES, STAMPED
 ST0029'CHOTEAU NO. 2, 1940.
 ST0029'
 ST0029'AZIMUTH MARK IS 37 FEET S OF THE CENTER LINE OF TRACK ROAD
 ST0029'AND 4.6 FEET W OF A WHITE WITNESS POST.  IT IS A STANDARD
 ST0029'U.S.C. AND G.S. B.M. SET IN THE TOP OF A CONCRETE POST 6
 ST0029'INCHES SQUARE, PROJECTS 8 INCHES, STAMPED F-111 1934.
 ST0029'
 ST0029'THE STATION IS REACHED FROM THE CITIZENS STATE BANK IN CHOTEAU
 ST0029'BY GOING SW ON THE MAIN ROAD FOR 0.4 MILE TO THE COURTHOUSE.
 ST0029'TURN RIGHT, (S) ONTO THE STATE HIGHWAY 33 (THE NEW ROAD TOWARDS
 ST0029'AUGUSTA) AND GO FOR 10.7 MILES TO A NARROW TRACK ROAD LEADING
 ST0029'RIGHT, (W).  TURN RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON
 ST0029'THE LEFT AT EDGE OF PASTURE.  CONTINUE W ON TRACK ROAD FOR
 ST0029'0.55 MILE TO THE STATION ON RIGHT JUST BEFORE THE JUNCTION OF
 ST0029'TRACK ROADS WHERE THE MAIN ROAD CONTINUES W PASSING THROUGH A
 ST0029'FENCE AND ANOTHER TRACK ROAD LEADS LEFT, (S) ALONG THE E SIDE
 ST0029'OF THE FENCE.
 ST0029'
 ST0029'HEIGHT OF LIGHT ABOVE STATION MARK - 4.0 METERS.
 ST0029
 ST0029                          STATION RECOVERY (1957)
 ST0029
 ST0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 ST0029'STATION MARK--STANDARD USC AND GS BRONZE TABLET, PROJECTING 4 IN.,
 ST0029'AND STAMPED ---CHOTEAU 1940---.
 ST0029
 ST0029                          STATION RECOVERY (1960)
 ST0029
 ST0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0029'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 ST0029'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS--
 ST0029'
 ST0029'STATION IS LOCATED ABOUT 12 MILES NORTH AND 6-1/2 MILES EAST
 ST0029'OF AUGUSTA, 10 MILES SOUTH AND 4 MILES WEST OF CHOTEAU, NEAR
 ST0029'THE SOUTHWEST CORNER OF SECTION 8, T 22 N, R 5 W, ON STATE
 ST0029'LAND LEASED BY MR. RUSSELL LARSON, WHO LIVES ABOUT 3 MILES
 ST0029'NORTHEAST OF THE STATION, NEAR THE WEST END AND AT THE NORTH EDGE
 ST0029'OF A LARGE FLAT GRASSY MESA WHICH DROPS OFF RATHER ABRUBTLY ON
 ST0029'THE WEST AND NORTH SIDES.
 ST0029'
 ST0029'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE
 ST0029'HIGHWAY 287, AT THE NORTH SIDE OF THE CHOTEAU COURTHOUSE, GO
 ST0029'WEST AND SOUTHERLY ON STATE HIGHWAY 287 FOR 10.9 MILES TO A
 ST0029'SIDE ROAD RIGHT AT LARGE SIGN NICK VLINKER VALLEY VIEW RANCH.
 ST0029'CONTINUE SOUTHWEST ON HIGHWAY FOR 0.05 MILE TO A SIDE ROAD
 ST0029'RIGHT.  TURN RIGHT, PASSING THROUGH WIRE GATE, AND FOLLOW FIELD
 ST0029'ROAD NORTHWEST FOR 0.2 MILE TO A FENCE T-INTERSECTION ON
 ST0029'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ST0029'CONTINUE NORTHWEST AND WEST ON FIELD ROAD FOR 0.5 MILE TO A
 ST0029'POWERLINE CROSSING AND THE STATION ON THE RIGHT AS
 ST0029'DESCRIBED.
 ST0029'
 ST0029'STATION MARK IS A STANDARD DISK, STAMPED CHOTEAU 1940, SET
 ST0029'IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST PROJECTING 6
 ST0029'INCHES.  IT IS 133 FEET EAST-NORTHEAST OF A POWERLINE POLE,
 ST0029'44 FEET NORTH OF AN EAST-WEST FIELD ROAD CENTER AND ABOUT 5
 ST0029'PACES SOUTH OF THE NORTH TOP EDGE OF MESA.  (NOTE 1A 7A)
 ST0029'
 ST0029'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHOTEAU NO 1
 ST0029'1940, SET IN THE TOP OF A 9 INCH SQUARE, CONCRETE POST
 ST0029'PROJECTING 10 INCHES.  IT IS 215 FEET EAST-NORTHEAST OF THE
 ST0029'POWERLINE POLE, 29 FEET NORTH OF THE FIELD ROAD CENTER AND AT
 ST0029'ABOUT THE SAME ELEVATION AS THE STATION.
 ST0029'
 ST0029'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHOTEAU NO 2 1940,
 ST0029'SET IN THE TOP OF A 9 INCH SQUARE, CONCRETE POST PROJECTING
 ST0029'10 INCHES.  IT IS 101 FEET EAST OF THE POWERLINE POLE, 15
 ST0029'FEET SOUTH OF THE FIELD ROAD CENTER AND AT ABOUT THE SAME
 ST0029'ELEVATION AS THE STATION MARK.
 ST0029'
 ST0029'BM F 111 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK, STAMPED
 ST0029'F 111 1934, SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE POST
 ST0029'PROJECTING 6 INCHES.  IT IS 92 FEET SOUTHWEST OF A FENCE
 ST0029'T-INTERSECTION, 60 FEET SOUTH OF AN EAST-WEST DRIFT FENCE,
 ST0029'40 FEET SOUTH OF AN EAST-WEST FIELD ROAD CENTER AND 4.4 FEET
 ST0029'WEST OF A WHITE WITNESS POST.
 ST0029'
 ST0029'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 123.21 FEET
 ST0029'OR (37.554 METERS.)
 ST0029
 ST0029                          STATION RECOVERY (1961)
 ST0029
 ST0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0029'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY O.S.
 ST0029'RISVOLD IN 1960.  HOWEVER, A RADIO FEEDER STATION HAS BEEN
 ST0029'ERECTED ABOUT 100 FEET NORTHEAST OF THE STATION.
 ST0029
 ST0029                          STATION RECOVERY (1961)
 ST0029
 ST0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 ST0029'11.75 MI S FROM CHOTEAU.
 ST0029'11.05 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0029'CHOTEAU, THENCE 0.7 MILE SOUTHWEST ALONG A DIRT TRACK ROAD, 126 FEET
 ST0029'NORTH-NORTHEAST OF THE CROSSING OF A POWER LINE AND A POWER LINE POLE
 ST0029'SUPPORTING A TRANSFORMER, 115.9 FEET SOUTHWEST OF THE WEST CORNER OF A
 ST0029'6 BY 6 FOOT WHITE FRAME BUILDING SURROUNDED BY 3 POLES SUPPORTING
 ST0029'ANTENNAS, 44 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 14 FEET
 ST0029'NORTHWEST OF A POWER LINE POLE, 1.5 FEET NORTHWEST OF A WITNESS POST,
 ST0029'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ST0029'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ST0029
 ST0029                          STATION RECOVERY (1963)
 ST0029
 ST0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 ST0029'STATION RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION AND ALL
 ST0029'MARKS FOUND IN GOOD CONDITION.
 ST0029'
 ST0029'THE 1960 DESCRIPTION TO REACH FROM CHOTEAU IS ADEQUATE.
 ST0029
 ST0029                          STATION RECOVERY (1991)
 ST0029
 ST0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 ST0029'THE STATION IS ABOUT 17 KM (10.6 MI) SOUTH OF CHOTEAU AND 24 KM
 ST0029'(14.9 MI) NORTH OF AUGUSTA, ON A GRASSY MESA NEAR A RADIO RELAY TOWER
 ST0029'AND ON THE NORTHWEST RIM OF THE MESA.
 ST0029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 89 AND 287, IN
 ST0029'CHOTEAU, GO SOUTH ON HIGHWAY 287 FOR 17.44 KM (10.84 MI) TO A FIELD
 ST0029'ROAD AND A WIRE GATE ON THE RIGHT, 0.24 KM (0.15 MI) SOUTH OF MILE
 ST0029'MARKER 54, JUST PAST A CATTLE GUARD AND AT BENCHMARK P 229 1961.
 ST0029'TURN RIGHT, THROUGH THE GATE AND GO WEST, THEN SOUTHWEST ON A TRACK
 ST0029'ROAD ALONG THE EDGE OF THE RIM OF THE MESA FOR 1.2 KM (0.7 MI) TO A
 ST0029'RADIO RELAY MAST ON THE LEFT AND THE STATION AHEAD AND ON THE RIGHT.
 ST0029'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 ST0029'CONCRETE POST PROJECTING 15 CM.  LOCATED 91 M (298.6 FT) WEST OF THE
 ST0029'TOWER, 53.0 M (173.9 FT) NORTH OF A POWER POLE, 38.0 M (124.7 FT)
 ST0029'WEST-NORTHWEST OF A SUPPORT POLE AND 16.76 M (54.99 FT) SOUTHWEST OF
 ST0029'AN ANCHOR TO THE TOWER.
 ST0029
 ST0029                          STATION RECOVERY (1992)
 ST0029
 ST0029'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1992
 ST0029'RECOVERED IN GOOD CONDITION.
 ST0029
 ST0029                          STATION RECOVERY (1994)
 ST0029
 ST0029'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 ST0029'RECOVERED AS DESCRIBED.
 ST0029
 ST0029                          STATION RECOVERY (1994)
 ST0029
 ST0029'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 ST0029'RECOVERED AS DESCRIBED.
 ST0029
 ST0029                          STATION RECOVERY (1995)
 ST0029
 ST0029'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 ST0029'RECOVERED AS DESCRIBED.
 ST0029
 ST0029                          STATION RECOVERY (1995)
 ST0029
 ST0029'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 ST0029'RECOVERED AS DESCRIBED.
 ST0029
 ST0029                          STATION RECOVERY (1996)
 ST0029
 ST0029'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 ST0029'RECOVERED AS DESCRIBED.
 ST0029
 ST0029                          STATION RECOVERY (1999)
 ST0029
 ST0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 ST0029'THE STATION IS ABOUT 17 KM (10.55 MI) SOUTH OF CHOTEAU, 24 KM (14.90
 ST0029'MI) NORTH OF AUGUSTA, ON A GRASSY MESA NEAR A RADIO RELAY TOWER AND ON
 ST0029'THE NORTHWEST RIM OF THE MESA.  TO REACH THE STATION FROM THE JUNCTION
 ST0029'OF US HIGHWAYS 89 AND 287 IN CHOTEAU, GO SOUTH ON HIGHWAY 287 FOR
 ST0029'17.44 KM (10.85 MI) TO A FIELD ROAD AND A WIRE GATE ON THE RIGHT, 0.24
 ST0029'KM (0.15 MI) SOUTH OF MILEPOST 54, JUST PAST A CATTLE GUARD AND AT
 ST0029'BENCH MARK P 229 1961.  TURN RIGHT, THROUGH GATE AND GO WEST, THEN
 ST0029'SOUTHWEST ON A TRACK ROAD ALONG THE EDGE OF THE RIM OF THE MESA FOR
 ST0029'1.2 KM (0.75 MI) TO A RADIO RELAY MAST ON THE LEFT AND THE STATION
 ST0029'AHEAD ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 10 INCH SQUARE
 ST0029'CONCRETE POST PROJECTING 15 CM ABOVE GROUND. LOCATED 66.8 M (219.2 FT)
 ST0029'WEST OF THE TOWER, 40.5 M (132.9 FT) NORTH OF A POWER POLE, 16.76 M
 ST0029'(54.99 FT) SOUTHWEST OF AN ANCHOR TO THE TOWER, AND 0.15 M (0.49 FT)
 ST0029'SOUTHEAST OF A FIBERGLASS WITNESS POST. NOTE--RM 1 AND RM 2 WERE
 ST0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0477 ***********************************************************************
 ST0477  DESIGNATION -  CHOTEAU BAUMA POST YD RAD MAST
 ST0477  PID         -  ST0477
 ST0477  STATE/COUNTY-  MT/TETON
 ST0477  USGS QUAD   -  CHOTEAU (1987)
 ST0477
 ST0477                         *CURRENT SURVEY CONTROL
 ST0477  ___________________________________________________________________
 ST0477* NAD 83(1992)-  47 50 28.28048(N)    112 13 41.08375(W)     ADJUSTED  
 ST0477* NAVD 88     -                                                        
 ST0477  ___________________________________________________________________
 ST0477  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 ST0477  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0477
 ST0477  HORZ ORDER  -  THIRD
 ST0477
 ST0477.The horizontal coordinates were established by classical geodetic methods
 ST0477.and adjusted by the National Geodetic Survey in July 1992..
 ST0477
 ST0477
 ST0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0477
 ST0477.The geoid height was determined by GEOID03.
 ST0477
 ST0477;                    North         East     Units Scale Factor Converg.
 ST0477;SPC MT       -   402,600.522   395,936.029   MT  0.99949736   -1 59 44.2
 ST0477;SPC MT       - 1,320,867.85  1,299,002.72   iFT  0.99949736   -1 59 44.2
 ST0477;UTM  12      - 5,299,379.346   408,110.727   MT  0.99970375   -0 54 37.5
 ST0477
 ST0477                          SUPERSEDED SURVEY CONTROL
 ST0477
 ST0477  NAD 83(1986)-  47 50 28.28683(N)    112 13 41.06723(W) AD(       ) 4
 ST0477  NAD 27      -  47 50 28.45700(N)    112 13 37.98900(W) AD(       ) 3
 ST0477
 ST0477.Superseded values are not recommended for survey control.
 ST0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0477.See file dsdata.txt to determine how the superseded data were derived.
 ST0477
 ST0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT0811199379(NAD 83)
 ST0477
 ST0477  HISTORY     - Date     Condition        Report By
 ST0477  HISTORY     - 1961     MONUMENTED       CGS
 ST0477
 ST0477                          STATION DESCRIPTION
 ST0477
 ST0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0477'THE STATION IS THE TOP-CENTER OF THE MAST.  THE MAST IS ABOUT
 ST0477'3 MILES NORTHWEST OF CHOTEAU AND 0.3 MILE SOUTHWEST OF U.S.
 ST0477'HIGHWAY 89.  IT IS ON THE EAST END OF THE FIRST HIGH RIDGE
 ST0477'NORTHWEST OF CHOTEAU.  THE MAST IS ATOP A TELEPHONE POLE AND
 ST0477'IS 45 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0481 ***********************************************************************
 ST0481  DESIGNATION -  CHOTEAU GTA FEED ELEVATOR
 ST0481  PID         -  ST0481
 ST0481  STATE/COUNTY-  MT/TETON
 ST0481  USGS QUAD   -  CHOTEAU (1987)
 ST0481
 ST0481                         *CURRENT SURVEY CONTROL
 ST0481  ___________________________________________________________________
 ST0481* NAD 83(1992)-  47 48 41.39452(N)    112 10 48.79652(W)     ADJUSTED  
 ST0481* NAVD 88     -                                                        
 ST0481  ___________________________________________________________________
 ST0481  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 ST0481  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0481
 ST0481  HORZ ORDER  -  THIRD
 ST0481
 ST0481.The horizontal coordinates were established by classical geodetic methods
 ST0481.and adjusted by the National Geodetic Survey in July 1992..
 ST0481
 ST0481
 ST0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0481
 ST0481.The geoid height was determined by GEOID03.
 ST0481
 ST0481;                    North         East     Units Scale Factor Converg.
 ST0481;SPC MT       -   399,179.333   399,401.545   MT  0.99948997   -1 57 38.1
 ST0481;SPC MT       - 1,309,643.48  1,310,372.52   iFT  0.99948997   -1 57 38.1
 ST0481;UTM  12      - 5,296,023.739   411,641.169   MT  0.99969594   -0 52 28.3
 ST0481
 ST0481                          SUPERSEDED SURVEY CONTROL
 ST0481
 ST0481  NAD 83(1986)-  47 48 41.40083(N)    112 10 48.78051(W) AD(       ) 4
 ST0481  NAD 27      -  47 48 41.57000(N)    112 10 45.71100(W) AD(       ) 3
 ST0481
 ST0481.Superseded values are not recommended for survey control.
 ST0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0481.See file dsdata.txt to determine how the superseded data were derived.
 ST0481
 ST0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1164196024(NAD 83)
 ST0481
 ST0481  HISTORY     - Date     Condition        Report By
 ST0481  HISTORY     - 1961     MONUMENTED       CGS
 ST0481
 ST0481                          STATION DESCRIPTION
 ST0481
 ST0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0481'THE STATION IS THE TOP-CENTER OF THE ELEVATOR.  THE ELEVATOR
 ST0481'IS ON THE EAST SIDE OF THE RAILROAD TRACKS IN CHOTEAU AND
 ST0481'IS THE SOUTH ONE OF TWO.  IT IS SHEET-METAL COVERED, GRAY
 ST0481'IN COLOR AND 55 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0480 ***********************************************************************
 ST0480  DESIGNATION -  CHOTEAU HIGH SCHOOL STACK
 ST0480  PID         -  ST0480
 ST0480  STATE/COUNTY-  MT/TETON
 ST0480  USGS QUAD   -  CHOTEAU (1987)
 ST0480
 ST0480                         *CURRENT SURVEY CONTROL
 ST0480  ___________________________________________________________________
 ST0480* NAD 83(1992)-  47 48 38.24415(N)    112 11 23.05578(W)     ADJUSTED  
 ST0480* NAVD 88     -                                                        
 ST0480  ___________________________________________________________________
 ST0480  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 ST0480  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 ST0480
 ST0480  HORZ ORDER  -  THIRD
 ST0480
 ST0480.The horizontal coordinates were established by classical geodetic methods
 ST0480.and adjusted by the National Geodetic Survey in July 1992..
 ST0480
 ST0480
 ST0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0480
 ST0480.The geoid height was determined by GEOID03.
 ST0480
 ST0480;                    North         East     Units Scale Factor Converg.
 ST0480;SPC MT       -   399,106.556   398,686.236   MT  0.99948976   -1 58 03.2
 ST0480;SPC MT       - 1,309,404.71  1,308,025.71   iFT  0.99948976   -1 58 03.2
 ST0480;UTM  12      - 5,295,937.399   410,927.220   MT  0.99969749   -0 52 53.6
 ST0480
 ST0480                          SUPERSEDED SURVEY CONTROL
 ST0480
 ST0480  NAD 83(1986)-  47 48 38.25050(N)    112 11 23.04020(W) AD(       ) 4
 ST0480  NAD 27      -  47 48 38.42000(N)    112 11 19.96900(W) AD(       ) 3
 ST0480
 ST0480.Superseded values are not recommended for survey control.
 ST0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0480.See file dsdata.txt to determine how the superseded data were derived.
 ST0480
 ST0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1092795937(NAD 83)
 ST0480
 ST0480  HISTORY     - Date     Condition        Report By
 ST0480  HISTORY     - 1960     MONUMENTED       CGS
 ST0480
 ST0480                          STATION DESCRIPTION
 ST0480
 ST0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0480'THE STATION IS THE TOP-CENTER OF THE STACK.  THE SCHOOL IS AT
 ST0480'THE WEST EDGE OF CHOTEAU, AT 7 TH AVENUE NW AND 2 ND AVENUE NW.
 ST0480'IT IS A BRICK BUILDING, TAN IN COLOR AND THE STACK IS 55 FEET
 ST0480'HIGH (PROJECTING ABOUT 15 FEET ABOVE THE TOP OF THE SCHOOL).
 ST0480'THE STACK IS ON THE SOUTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0482 ***********************************************************************
 ST0482  DESIGNATION -  CHOTEAU LATTER DAY SAINTS CH
 ST0482  PID         -  ST0482
 ST0482  STATE/COUNTY-  MT/TETON
 ST0482  USGS QUAD   -  CHOTEAU (1987)
 ST0482
 ST0482                         *CURRENT SURVEY CONTROL
 ST0482  ___________________________________________________________________
 ST0482* NAD 83(1992)-  47 48 58.65086(N)    112 10 18.42344(W)     ADJUSTED  
 ST0482* NAVD 88     -                                                        
 ST0482  ___________________________________________________________________
 ST0482  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 ST0482  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0482
 ST0482  HORZ ORDER  -  THIRD
 ST0482
 ST0482.The horizontal coordinates were established by classical geodetic methods
 ST0482.and adjusted by the National Geodetic Survey in July 1992..
 ST0482
 ST0482
 ST0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0482
 ST0482.The geoid height was determined by GEOID03.
 ST0482
 ST0482;                    North         East     Units Scale Factor Converg.
 ST0482;SPC MT       -   399,690.144   400,050.924   MT  0.99949115   -1 57 15.9
 ST0482;SPC MT       - 1,311,319.37  1,312,503.03   iFT  0.99949115   -1 57 15.9
 ST0482;UTM  12      - 5,296,546.873   412,280.879   MT  0.99969455   -0 52 06.0
 ST0482
 ST0482                          SUPERSEDED SURVEY CONTROL
 ST0482
 ST0482  NAD 83(1986)-  47 48 58.65714(N)    112 10 18.40736(W) AD(       ) 4
 ST0482  NAD 27      -  47 48 58.82600(N)    112 10 15.33900(W) AD(       ) 3
 ST0482
 ST0482.Superseded values are not recommended for survey control.
 ST0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0482.See file dsdata.txt to determine how the superseded data were derived.
 ST0482
 ST0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1228196547(NAD 83)
 ST0482
 ST0482  HISTORY     - Date     Condition        Report By
 ST0482  HISTORY     - 1961     MONUMENTED       CGS
 ST0482
 ST0482                          STATION DESCRIPTION
 ST0482
 ST0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0482'THE STATION IS THE TOP-CENTER OF THE SPIRE.  THE CHURCH IS IN
 ST0482'THE EAST PART OF CHOTEAU.  THE SPIRE IS GOLD IN COLOR AND 40
 ST0482'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0536 ***********************************************************************
 ST0536  DESIGNATION -  CHOTEAU MTN
 ST0536  PID         -  ST0536
 ST0536  STATE/COUNTY-  MT/TETON
 ST0536  USGS QUAD   -  CAVE MOUNTAIN (1995)
 ST0536
 ST0536                         *CURRENT SURVEY CONTROL
 ST0536  ___________________________________________________________________
 ST0536* NAD 83(1992)-  47 56 00.72941(N)    112 42 45.83174(W)     ADJUSTED  
 ST0536* NAVD 88     -      2561.0    (meters)    8402.     (feet)  VERTCON   
 ST0536  ___________________________________________________________________
 ST0536  LAPLACE CORR-         -10.15  (seconds)                    DEFLEC99
 ST0536  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 ST0536
 ST0536  HORZ ORDER  -  THIRD
 ST0536
 ST0536.The horizontal coordinates were established by classical geodetic methods
 ST0536.and adjusted by the National Geodetic Survey in July 1992..
 ST0536
 ST0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0536
 ST0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0536
 ST0536.The geoid height was determined by GEOID03.
 ST0536
 ST0536;                    North         East     Units Scale Factor Converg.
 ST0536;SPC MT       -   414,229.513   360,123.026   MT  0.99952209   -2 21 00.5
 ST0536;SPC MT       - 1,359,020.71  1,181,505.99   iFT  0.99952209   -2 21 00.5
 ST0536;UTM  12      - 5,310,332.677   372,075.873   MT  0.99980109   -1 16 17.9
 ST0536
 ST0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0536!SPC MT       -   0.99960083  x   0.99952209  =   0.99912311
 ST0536!UTM  12      -   0.99960083  x   0.99980109  =   0.99940200
 ST0536
 ST0536:                Primary Azimuth Mark                     Grid Az
 ST0536:SPC MT       -  MOUNT WRIGHT                             298 32 07.2
 ST0536:UTM  12      -  MOUNT WRIGHT                             297 27 24.6
 ST0536
 ST0536|---------------------------------------------------------------------|
 ST0536| PID    Reference Object                     Distance      Geod. Az  |
 ST0536|                                                           dddmmss.s |
 ST0536| ST0544 MOUNT WRIGHT                        APPROX.11.3 KM 2961106.7 |
 ST0536|---------------------------------------------------------------------|
 ST0536
 ST0536                          SUPERSEDED SURVEY CONTROL
 ST0536
 ST0536  NAD 83(1986)-  47 56 00.73796(N)    112 42 45.81749(W) AD(       ) 3
 ST0536  NAD 27      -  47 56 00.91896(N)    112 42 42.65507(W) AD(       ) 3
 ST0536  NGVD 29 (07/19/86) 2559.8    (m)         8398.     (f) VERT ANG       
 ST0536
 ST0536.Superseded values are not recommended for survey control.
 ST0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0536.See file dsdata.txt to determine how the superseded data were derived.
 ST0536
 ST0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU7207610333(NAD 83)
 ST0536_MARKER: DD = SURVEY DISK
 ST0536_SETTING: 66 = SET IN ROCK OUTCROP
 ST0536_SP_SET: SET IN BEDROCK
 ST0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0536+STABILITY: POSITION/ELEVATION WELL
 ST0536
 ST0536  HISTORY     - Date     Condition        Report By
 ST0536  HISTORY     - 1956     MONUMENTED       USGS
 ST0536
 ST0536                          STATION DESCRIPTION
 ST0536
 ST0536'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 ST0536'THE STATION IS LOCATED ABOUT 24 MI. W. AND 8 MI. N. OF CHOTEAU,
 ST0536'MONTANA, ON THE HIGHEST POINT OF CHOTEAU MOUNTAIN.
 ST0536'
 ST0536'TO REACH THE STATION FROM THE POST OFFICE AT CHOTEAU, TAKE U.S.
 ST0536'HIGHWAY 89 N. AND W. FOR 5.4 MI., THEN TURN W. ON GRAVELED RD. UP
 ST0536'THE TETON RIVER AND GO 26.6 MI. TO THE CROSSING OF JONES CREEK AND
 ST0536'END OF DRIVING.  BACK PACK UP JONES CREEK ABOUT 1 MI. AND THEN
 ST0536'ASCEND RIDGE ON RIGHT TO HIGHEST POINT AND STATION, ABOUT A 3-1/2
 ST0536'HOUR PACK.
 ST0536'
 ST0536'STATION MARK--STANDARD TABLET, STAMPED ---CHOTEAU MTN 1956 8398---,
 ST0536'AND CEMENTED IN BEDROCK.
 ST0536'
 ST0536'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN BOULDER,
 ST0536'13.73 FT. E. OF STATION MARK, S 89 DEG 58 MIN W.
 ST0536'
 ST0536'REFERENCE MARK NO. 2--CHISELED CROSS S. ON BEDROCK, 14.70 FT. FROM
 ST0536'STATION MARK, N 25 DEG 43 MIN E.
 ST0536'
 ST0536'REFERENCE MARK NO. 3--FOREST SERVICE TABLET, STAMPED ---CHOTEAU
 ST0536'1939---, AND CEMENTED IN ROCK ON PINNACLE OF SHEER WALL S., 586.88
 ST0536'FT. FROM STATION MARK, N 13 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0479 ***********************************************************************
 ST0479  DESIGNATION -  CHOTEAU MUN AIRPORT BEACON
 ST0479  PID         -  ST0479
 ST0479  STATE/COUNTY-  MT/TETON
 ST0479  USGS QUAD   -  CHOTEAU (1987)
 ST0479
 ST0479                         *CURRENT SURVEY CONTROL
 ST0479  ___________________________________________________________________
 ST0479* NAD 83(1992)-  47 49 24.85142(N)    112 10 09.10616(W)     ADJUSTED  
 ST0479* NAVD 88     -                                                        
 ST0479  ___________________________________________________________________
 ST0479  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 ST0479  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0479
 ST0479  HORZ ORDER  -  THIRD
 ST0479
 ST0479.This mark is at Choteau Municipal Airport (CII)
 ST0479
 ST0479.The horizontal coordinates were established by classical geodetic methods
 ST0479.and adjusted by the National Geodetic Survey in July 1992..
 ST0479
 ST0479
 ST0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0479
 ST0479.The geoid height was determined by GEOID03.
 ST0479
 ST0479;                    North         East     Units Scale Factor Converg.
 ST0479;SPC MT       -   400,491.869   400,272.094   MT  0.99949295   -1 57 09.1
 ST0479;SPC MT       - 1,313,949.70  1,313,228.65   iFT  0.99949295   -1 57 09.1
 ST0479;UTM  12      - 5,297,352.810   412,486.856   MT  0.99969411   -0 51 59.5
 ST0479
 ST0479                          SUPERSEDED SURVEY CONTROL
 ST0479
 ST0479  NAD 83(1986)-  47 49 24.85762(N)    112 10 09.09074(W) AD(       ) 4
 ST0479  NAD 27      -  47 49 25.02700(N)    112 10 06.02100(W) AD(       ) 3
 ST0479
 ST0479.Superseded values are not recommended for survey control.
 ST0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0479.See file dsdata.txt to determine how the superseded data were derived.
 ST0479
 ST0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1248797353(NAD 83)
 ST0479
 ST0479  HISTORY     - Date     Condition        Report By
 ST0479  HISTORY     - 1960     MONUMENTED       CGS
 ST0479
 ST0479                          STATION DESCRIPTION
 ST0479
 ST0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0479'THE STATION IS THE CENTER OF THE REVOLVING RED AND GREEN LIGHT.
 ST0479'IT IS ABOUT 1 MILE NORTHEAST OF THE CENTER OF CHOTEAU, 0.1
 ST0479'MILE NORTH-NORTHEAST OF THE MAIN HANGAR AND 150 FEET NORTHEAST
 ST0479'OF A SMALL METAL HANGAR.  IT IS MOUNTED AT THE TOP OF A 14-INCH
 ST0479'WOOD POLE, IS ORANGE AND WHITE IN COLOR AND 20 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0028 ***********************************************************************
 ST0028  DESIGNATION -  CHOTEAU RM 1
 ST0028  PID         -  ST0028
 ST0028  STATE/COUNTY-  MT/TETON
 ST0028  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0028
 ST0028                         *CURRENT SURVEY CONTROL
 ST0028  ___________________________________________________________________
 ST0028* NAD 83(1986)-  47 39 56.     (N)    112 15 50.     (W)     SCALED    
 ST0028* NAVD 88     -      1409.428  (meters)    4624.10   (feet)  ADJUSTED  
 ST0028  ___________________________________________________________________
 ST0028  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 ST0028  DYNAMIC HT  -        1409.269 (meters)    4623.58  (feet)  COMP
 ST0028  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 ST0028
 ST0028  VERT ORDER  -  SECOND    CLASS 0
 ST0028
 ST0028.The horizontal coordinates were scaled from a topographic map and have
 ST0028.an estimated accuracy of +/- 6 seconds.
 ST0028
 ST0028.The orthometric height was determined by differential leveling
 ST0028.and adjusted by the National Geodetic Survey in June 1991..
 ST0028
 ST0028.The geoid height was determined by GEOID03.
 ST0028
 ST0028.The dynamic height is computed by dividing the NAVD 88
 ST0028.geopotential number by the normal gravity value computed on the
 ST0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0028.degrees latitude (g = 980.6199 gals.).
 ST0028
 ST0028.The modeled gravity was interpolated from observed gravity values.
 ST0028
 ST0028;                    North         East    Units  Estimated Accuracy
 ST0028;SPC MT       -   383,190.      392,570.      MT  (+/- 180 meters Scaled)
 ST0028
 ST0028                          SUPERSEDED SURVEY CONTROL
 ST0028
 ST0028  NGVD 29 (??/??/92) 1408.428  (m)         4620.82   (f) ADJ UNCH    2 0
 ST0028
 ST0028.Superseded values are not recommended for survey control.
 ST0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0028.See file dsdata.txt to determine how the superseded data were derived.
 ST0028
 ST0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT051799(NAD 83)
 ST0028_MARKER: DR = REFERENCE MARK DISK
 ST0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0028_STAMPING: CHOTEAU NO. 1 1940
 ST0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0028+STABILITY: SURFACE MOTION
 ST0028
 ST0028  HISTORY     - Date     Condition        Report By
 ST0028  HISTORY     - 1940     MONUMENTED       CGS
 ST0028  HISTORY     - 1961     GOOD             NGS
 ST0028
 ST0028                          STATION DESCRIPTION
 ST0028
 ST0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0028'11.75 MI S FROM CHOTEAU.
 ST0028'11.05 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0028'CHOTEAU, THENCE 0.7 MILES SOUTHWEST ALONG A DIRT TRACK ROAD, 87.2 FEET
 ST0028'NORTHEAST OF TRIANGULATION STATION CHOTEAU, 29 FEET NORTHWEST OF THE
 ST0028'CENTER LINE OF THE ROAD, 37.5 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER
 ST0028'OF A 6 BY 6 FOOT WOODEN FRAME BUILDING SURROUNDED BY 3 POLES
 ST0028'SUPPORTING ANTENNAS, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 ST0028'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0030 ***********************************************************************
 ST0030  DESIGNATION -  CHOTEAU RM 2
 ST0030  PID         -  ST0030
 ST0030  STATE/COUNTY-  MT/TETON
 ST0030  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0030
 ST0030                         *CURRENT SURVEY CONTROL
 ST0030  ___________________________________________________________________
 ST0030* NAD 83(1986)-  47 39 56.     (N)    112 15 50.     (W)     SCALED    
 ST0030* NAVD 88     -      1409.527  (meters)    4624.42   (feet)  ADJUSTED  
 ST0030  ___________________________________________________________________
 ST0030  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 ST0030  DYNAMIC HT  -        1409.368 (meters)    4623.90  (feet)  COMP
 ST0030  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 ST0030
 ST0030  VERT ORDER  -  SECOND    CLASS 0
 ST0030
 ST0030.The horizontal coordinates were scaled from a topographic map and have
 ST0030.an estimated accuracy of +/- 6 seconds.
 ST0030
 ST0030.The orthometric height was determined by differential leveling
 ST0030.and adjusted by the National Geodetic Survey in June 1991..
 ST0030
 ST0030.The geoid height was determined by GEOID03.
 ST0030
 ST0030.The dynamic height is computed by dividing the NAVD 88
 ST0030.geopotential number by the normal gravity value computed on the
 ST0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0030.degrees latitude (g = 980.6199 gals.).
 ST0030
 ST0030.The modeled gravity was interpolated from observed gravity values.
 ST0030
 ST0030;                    North         East    Units  Estimated Accuracy
 ST0030;SPC MT       -   383,190.      392,570.      MT  (+/- 180 meters Scaled)
 ST0030
 ST0030                          SUPERSEDED SURVEY CONTROL
 ST0030
 ST0030  NGVD 29 (??/??/92) 1408.527  (m)         4621.14   (f) ADJ UNCH    2 0
 ST0030
 ST0030.Superseded values are not recommended for survey control.
 ST0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0030.See file dsdata.txt to determine how the superseded data were derived.
 ST0030
 ST0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT051799(NAD 83)
 ST0030_MARKER: DR = REFERENCE MARK DISK
 ST0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0030_STAMPING: CHOTEAU NO. 2 1940
 ST0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0030+STABILITY: SURFACE MOTION
 ST0030
 ST0030  HISTORY     - Date     Condition        Report By
 ST0030  HISTORY     - 1940     MONUMENTED       CGS
 ST0030  HISTORY     - 1961     GOOD             NGS
 ST0030
 ST0030                          STATION DESCRIPTION
 ST0030
 ST0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0030'11.75 MI S FROM CHOTEAU.
 ST0030'11.05 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0030'CHOTEAU, THENCE 0.7 MILE SOUTHWEST ALONG A DIRT TRACK ROAD, 100 1/2
 ST0030'FEET EAST-NORTHEAST OF A POWER LINE POLE SUPPORTING A TRANSFORMER, 16
 ST0030'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 66.7 FEET SOUTH OF
 ST0030'TRIANGULATION STATION CHOTEAU, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 ST0030'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ST0030'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0645 ***********************************************************************
 TJ0645  DESIGNATION -  CHRISSON
 TJ0645  PID         -  TJ0645
 TJ0645  STATE/COUNTY-  MT/PHILLIPS
 TJ0645  USGS QUAD   -  CONTENT NW (1984)
 TJ0645
 TJ0645                         *CURRENT SURVEY CONTROL
 TJ0645  ___________________________________________________________________
 TJ0645* NAD 83(1992)-  48 11 04.52934(N)    107 40 17.81870(W)     ADJUSTED  
 TJ0645* NAVD 88     -       810.7    (meters)    2660.     (feet)  VERTCON   
 TJ0645  ___________________________________________________________________
 TJ0645  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 TJ0645  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 TJ0645
 TJ0645  HORZ ORDER  -  FIRST
 TJ0645
 TJ0645.The horizontal coordinates were established by classical geodetic methods
 TJ0645.and adjusted by the National Geodetic Survey in July 1992..
 TJ0645
 TJ0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0645
 TJ0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0645
 TJ0645.The geoid height was determined by GEOID03.
 TJ0645
 TJ0645;                    North         East     Units Scale Factor Converg.
 TJ0645;SPC MT       -   438,798.356   735,889.963   MT  0.99960265   +1 20 14.9
 TJ0645;SPC MT       - 1,439,627.15  2,414,337.15   iFT  0.99960265   +1 20 14.9
 TJ0645;UTM  13      - 5,340,268.690   301,429.325   MT  1.00008451   -1 59 30.5
 TJ0645
 TJ0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0645!SPC MT       -   0.99987551  x   0.99960265  =   0.99947821
 TJ0645!UTM  13      -   0.99987551  x   1.00008451  =   0.99996001
 TJ0645
 TJ0645|---------------------------------------------------------------------|
 TJ0645| PID    Reference Object                     Distance      Geod. Az  |
 TJ0645|                                                           dddmmss.s |
 TJ0645| CQ5295 CHRISSON RM 1                        30.334 METERS 25827     |
 TJ0645| CQ5294 CHRISSON AZ MK                                     3311824.0 |
 TJ0645| CQ5296 CHRISSON RM 2                        33.220 METERS 35434     |
 TJ0645|---------------------------------------------------------------------|
 TJ0645
 TJ0645                          SUPERSEDED SURVEY CONTROL
 TJ0645
 TJ0645  NAD 83(1986)-  48 11 04.52369(N)    107 40 17.80628(W) AD(       ) 1
 TJ0645  NAD 27      -  48 11 04.53900(N)    107 40 15.40100(W) AD(       ) 1
 TJ0645  NGVD 29 (07/19/86)  810.0    (m)         2657.     (f) VERT ANG       
 TJ0645
 TJ0645.Superseded values are not recommended for survey control.
 TJ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0645.See file dsdata.txt to determine how the superseded data were derived.
 TJ0645
 TJ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP0142940269(NAD 83)
 TJ0645_MARKER: DS = TRIANGULATION STATION DISK
 TJ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0645
 TJ0645  HISTORY     - Date     Condition        Report By
 TJ0645  HISTORY     - 1934     MONUMENTED       CGS
 TJ0645
 TJ0645                          STATION DESCRIPTION
 TJ0645
 TJ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0645'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF MALTA,
 TJ0645'1-1/2 MILES SOUTH OF SEVEN MILE CREEK AND 2-1/2 MILES NORTHEAST
 TJ0645'OF THE MALTA - CONTENT GRADED ROAD.  IT IS IN THE SOUTH HALF
 TJ0645'OF THE NORTHWEST QUARTER OF SECTION 13, T. 28 N., R. 31 E.
 TJ0645'AND IS ON LAND OWNED BY MR. CHRISTOFFERSON WHOSE HOUSE IS
 TJ0645'ABOUT 1/3 MILE NORTHEAST OF THE STATION.  THE STATION MARK
 TJ0645'PROJECTS 5 INCHES AND IS ON THE HIGHEST POINT OF A GRASSY
 TJ0645'HILL IN THE CHRISTOFFERSON PASTURE.  IT IS 125 YARDS EAST OF
 TJ0645'A NORTH-SOUTH FENCE AND 150 YARDS NORTH OF AN EAST-WEST
 TJ0645'FENCE.  MARKS DESCRIBED IN CONCRETE.
 TJ0645'
 TJ0645'REFERENCE MARK NO. 1, PROJECTS 6 INCHES AND IS
 TJ0645'WEST-SOUTHWEST OF THE STATION.
 TJ0645'
 TJ0645'REFERENCE MARK NO. 2, PROJECTS 6 INCHES AND IS NORTH
 TJ0645'OF THE STATION.
 TJ0645'
 TJ0645'THE AZIMUTH MARK, PROJECTS 4 INCHES AND IS
 TJ0645'NORTH-NORTHWEST OF THE STATION.  IT IS IN THE RIGHT-OF-WAY
 TJ0645'FENCE ON THE SOUTH SIDE OF AN EAST-WEST SECTION-LINE ROAD
 TJ0645'AT A POINT 0.2 MILE EAST OF THE CHRISTOFFERSON HOUSE.
 TJ0645'
 TJ0645'TO REACH THE STATION FROM MALTA, GO SOUTH FROM THE RED ELEVATOR
 TJ0645'OF THE IMPERIAL ELEVATOR COMPANY AT THE EAST END OF MAIN
 TJ0645'STREET ON THE MAIN ROAD FOR 1.6 MILES TO A GRADED ROAD ON THE
 TJ0645'LEFT.  CONTINUE SOUTH ON THE MAIN ROAD 3.3 MILES TO A FORK,
 TJ0645'TAKE THE LEFT FORK AND FOLLOW MAIN GRADED ROAD 9.5 MILES TO
 TJ0645'A POINT WHERE THE MAIN ROAD CURVES TO THE SOUTHEAST AND A
 TJ0645'SECTION-LINE ROAD GOES STRAIGHT AHEAD, DUE EAST.  (THERE ARE
 TJ0645'TWO STEEL MAILBOXES AT THIS POINT, ONE OF WHICH HAS LODNELL
 TJ0645'PAINTED ON IT, AND AN OIL DRUM BELOW THE BOXES).  LEAVE THE
 TJ0645'MAIN ROAD AT THIS POINT AND FOLLOW SECTION-LINE ROAD EAST
 TJ0645'4.1 MILES TO A LANE ON THE RIGHT SIDE OF THE ROAD.  (THIS
 TJ0645'POINT IS 0.2 MILE EAST OF THE AZIMUTH MARK AND 100 YARDS
 TJ0645'EAST OF THE CHRISTOFFERSON HOUSE).  HERE TURN RIGHT (SOUTH)
 TJ0645'AND GO 0.1 MILE TO TWO GATES IN BARNYARD (EAST OF BARN).
 TJ0645'PASS THROUGH THESE GATES AND GO 0.2 MILE SOUTHEAST AND
 TJ0645'SOUTH ALONG FENCE TO A CORNER, THEN GO WEST-SOUTHWEST 0.2
 TJ0645'MILE TO THE TOP OF HILL AND STATION.
 TJ0645'
 TJ0645'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0767 ***********************************************************************
 TL0767  DESIGNATION -  CHRISTIANSON
 TL0767  PID         -  TL0767
 TL0767  STATE/COUNTY-  MT/HILL
 TL0767  USGS QUAD   -  GOLDSTONE (1972)
 TL0767
 TL0767                         *CURRENT SURVEY CONTROL
 TL0767  ___________________________________________________________________
 TL0767* NAD 83(1992)-  48 56 01.54689(N)    110 31 14.50351(W)     ADJUSTED  
 TL0767* NAVD 88     -       915.     (meters)    3002.     (feet)  SCALED    
 TL0767  ___________________________________________________________________
 TL0767  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 TL0767  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TL0767
 TL0767  HORZ ORDER  -  THIRD
 TL0767
 TL0767.The horizontal coordinates were established by classical geodetic methods
 TL0767.and adjusted by the National Geodetic Survey in July 1992..
 TL0767
 TL0767.The orthometric height was scaled from a topographic map.
 TL0767
 TL0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0767
 TL0767.The geoid height was determined by GEOID03.
 TL0767
 TL0767;                    North         East     Units Scale Factor Converg.
 TL0767;SPC MT       -   520,988.799   525,220.013   MT  0.99995992   -0 44 47.9
 TL0767;SPC MT       - 1,709,280.84  1,723,162.77   iFT  0.99995992   -0 44 47.9
 TL0767;UTM  12      - 5,420,203.277   535,103.956   MT  0.99961514   +0 21 41.0
 TL0767
 TL0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0767!SPC MT       -   0.99985919  x   0.99995992  =   0.99981911
 TL0767!UTM  12      -   0.99985919  x   0.99961514  =   0.99947438
 TL0767
 TL0767:                Primary Azimuth Mark                     Grid Az
 TL0767:SPC MT       -  CENTER VIII                              307 15 37.3
 TL0767:UTM  12      -  CENTER VIII                              306 09 08.4
 TL0767
 TL0767|---------------------------------------------------------------------|
 TL0767| PID    Reference Object                     Distance      Geod. Az  |
 TL0767|                                                           dddmmss.s |
 TL0767| TL0765 CENTER VIII                         APPROX. 6.4 KM 3063049.4 |
 TL0767|---------------------------------------------------------------------|
 TL0767
 TL0767                          SUPERSEDED SURVEY CONTROL
 TL0767
 TL0767  NAD 83(1986)-  48 56 01.54571(N)    110 31 14.47703(W) AD(       ) 3
 TL0767
 TL0767.Superseded values are not recommended for survey control.
 TL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0767.See file dsdata.txt to determine how the superseded data were derived.
 TL0767
 TL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV3510420203(NAD 83)
 TL0767_MARKER: DD = SURVEY DISK
 TL0767_SETTING: 80 = SET IN A BOULDER
 TL0767_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TL0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0767+STABILITY: SURFACE MOTION
 TL0767
 TL0767  HISTORY     - Date     Condition        Report By
 TL0767  HISTORY     - 1908     MONUMENTED       IBC
 TL0767
 TL0767                          STATION DESCRIPTION
 TL0767
 TL0767'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0767'ABOUT 4-1/2 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 379, IN
 TL0767'SW 1/4 SECTION 26, TOWNSHIP 37 N, RANGE 9 E, PRINCIPAL MERIDIAN, ON
 TL0767'THE HIGHEST POINT.
 TL0767'
 TL0767'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1123 ***********************************************************************
 SR1123  DESIGNATION -  CHRISTINA
 SR1123  PID         -  SR1123
 SR1123  STATE/COUNTY-  MT/FERGUS
 SR1123  USGS QUAD   -  CHRISTINA (1985)
 SR1123
 SR1123                         *CURRENT SURVEY CONTROL
 SR1123  ___________________________________________________________________
 SR1123* NAD 83(1992)-  47 22 55.37508(N)    109 17 36.34019(W)     ADJUSTED  
 SR1123* NAVD 88     -      1205.2    (meters)    3954.     (feet)  VERTCON   
 SR1123  ___________________________________________________________________
 SR1123  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 SR1123  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 SR1123
 SR1123  HORZ ORDER  -  SECOND
 SR1123
 SR1123.The horizontal coordinates were established by classical geodetic methods
 SR1123.and adjusted by the National Geodetic Survey in July 1992..
 SR1123
 SR1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1123
 SR1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1123
 SR1123.The geoid height was determined by GEOID03.
 SR1123
 SR1123;                    North         East     Units Scale Factor Converg.
 SR1123;SPC MT       -   348,046.546   615,589.541   MT  0.99941339   +0 09 04.0
 SR1123;SPC MT       - 1,141,884.99  2,019,650.73   iFT  0.99941339   +0 09 04.0
 SR1123;UTM  12      - 5,249,033.119   628,813.838   MT  0.99980392   +1 15 21.6
 SR1123
 SR1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1123!SPC MT       -   0.99981328  x   0.99941339  =   0.99922678
 SR1123!UTM  12      -   0.99981328  x   0.99980392  =   0.99961724
 SR1123
 SR1123|---------------------------------------------------------------------|
 SR1123| PID    Reference Object                     Distance      Geod. Az  |
 SR1123|                                                           dddmmss.s |
 SR1123| CQ5297 CHRISTINA RM 1                        9.662 METERS 04358     |
 SR1123| SR1105 FERGUS                              APPROX.11.9 KM 1131712.2 |
 SR1123| CQ5298 CHRISTINA RM 2                        8.606 METERS 14429     |
 SR1123|---------------------------------------------------------------------|
 SR1123
 SR1123                          SUPERSEDED SURVEY CONTROL
 SR1123
 SR1123  NAD 83(1986)-  47 22 55.37270(N)    109 17 36.32076(W) AD(       ) 2
 SR1123  NAD 27      -  47 22 55.44320(N)    109 17 33.68750(W) AD(       ) 2
 SR1123  NGVD 29 (07/19/86) 1204.4    (m)         3951.     (f) VERT ANG       
 SR1123
 SR1123.Superseded values are not recommended for survey control.
 SR1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1123.See file dsdata.txt to determine how the superseded data were derived.
 SR1123
 SR1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT2881449033(NAD 83)
 SR1123_MARKER: DS = TRIANGULATION STATION DISK
 SR1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1123
 SR1123  HISTORY     - Date     Condition        Report By
 SR1123  HISTORY     - 1961     MONUMENTED       CGS
 SR1123
 SR1123                          STATION DESCRIPTION
 SR1123
 SR1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1123'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF HILGER AND
 SR1123'1.5 MILES EAST OF CHRISTINA ON A GRASSY BENCH.
 SR1123'
 SR1123'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 SR1123'AND 236 IN HILGER, GO NORTH ON HIGHWAY 236 FOR 9.7 MILES TO
 SR1123'THE GRAIN ELEVATOR IN CHRISTINA AND A ROAD RIGHT.  TURN RIGHT,
 SR1123'CROSSING THE RAILROAD TRACKS AND KEEPING TO THE LEFT OF THE
 SR1123'GRAIN ELEVATOR, AND FOLLOW THE BLADED ROAD EASTWARD FOR 1.5
 SR1123'MILES TO THE TOP OF THE GRADE AND A FORK, TAKE THE LEFT FORK AND
 SR1123'FOLLOW THE TRACK ROAD EAST AND NORTH FOR 0.2 MILE, CONTINUE
 SR1123'NORTH ON DIM TRACK FOR 0.05 MILE, TURN LEFT ACROSS THE RANGE
 SR1123'0.05 MILE TO A NORTH-SOUTH FENCE AT A TAKE-DOWN SECTION,
 SR1123'CROSS THE FENCE AND FOLLOW THE RIM OF THE BENCH NORTHWEST FOR
 SR1123'0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 SR1123'
 SR1123'THE STATION MARK IS A STANDARD DISK STAMPED CHRISTINA 1961,
 SR1123'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND
 SR1123'IS 4.6 FEET NORTHEAST OF A WITNESS POST.
 SR1123'
 SR1123'R.M. 1 IS A STANDARD DISK STAMPED CHRISTINA NO 1 1961, SET IN
 SR1123'A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 35.5
 SR1123'FEET NORTHEAST OF THE WITNESS POST.
 SR1123'
 SR1123'R.M. 2 IS A STANDARD DISK STAMPED CHRISTINA NO 2 1961, SET IN
 SR1123'A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 30.5
 SR1123'FEET SOUTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0681 ***********************************************************************
 QX0681  DESIGNATION -  CHROME
 QX0681  PID         -  QX0681
 QX0681  STATE/COUNTY-  MT/SWEET GRASS
 QX0681  USGS QUAD   -  CHROME MOUNTAIN (1987)
 QX0681
 QX0681                         *CURRENT SURVEY CONTROL
 QX0681  ___________________________________________________________________
 QX0681* NAD 83(1992)-  45 26 02.24954(N)    110 07 44.83023(W)     ADJUSTED  
 QX0681* NAVD 88     -      1525.3    (meters)    5004.     (feet)  VERTCON   
 QX0681  ___________________________________________________________________
 QX0681  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 QX0681  GEOID HEIGHT-          -8.32  (meters)                     GEOID03
 QX0681
 QX0681  HORZ ORDER  -  THIRD
 QX0681
 QX0681.The horizontal coordinates were established by classical geodetic methods
 QX0681.and adjusted by the National Geodetic Survey in July 1992..
 QX0681
 QX0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0681
 QX0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0681
 QX0681.The geoid height was determined by GEOID03.
 QX0681
 QX0681;                    North         East     Units Scale Factor Converg.
 QX0681;SPC MT       -   131,784.587   550,783.774   MT  0.99976724   -0 27 36.7
 QX0681;SPC MT       -   432,364.13  1,807,033.38   iFT  0.99976724   -0 27 36.7
 QX0681;UTM  12      - 5,031,528.335   568,118.568   MT  0.99965705   +0 37 13.7
 QX0681
 QX0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0681!SPC MT       -   0.99976222  x   0.99976724  =   0.99952952
 QX0681!UTM  12      -   0.99976222  x   0.99965705  =   0.99941935
 QX0681
 QX0681:                Primary Azimuth Mark                     Grid Az
 QX0681:SPC MT       -  PASS                                     046 20 49.1
 QX0681:UTM  12      -  PASS                                     045 15 58.7
 QX0681
 QX0681|---------------------------------------------------------------------|
 QX0681| PID    Reference Object                     Distance      Geod. Az  |
 QX0681|                                                           dddmmss.s |
 QX0681| QX0656 PASS                                APPROX.12.0 KM 0455312.4 |
 QX0681|---------------------------------------------------------------------|
 QX0681
 QX0681                          SUPERSEDED SURVEY CONTROL
 QX0681
 QX0681  NAD 83(1986)-  45 26 02.24318(N)    110 07 44.82076(W) AD(       ) 3
 QX0681  NAD 27      -  45 26 02.48349(N)    110 07 42.13877(W) AD(       ) 3
 QX0681  NGVD 29 (07/19/86) 1524.0    (m)         5000.     (f) VERT ANG       
 QX0681
 QX0681.Superseded values are not recommended for survey control.
 QX0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0681.See file dsdata.txt to determine how the superseded data were derived.
 QX0681
 QX0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR6811931528(NAD 83)
 QX0681_MARKER: DD = SURVEY DISK
 QX0681_SETTING: 66 = SET IN ROCK OUTCROP
 QX0681_SP_SET: SET IN ROCK OUTCROP
 QX0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0681+STABILITY: POSITION/ELEVATION WELL
 QX0681
 QX0681  HISTORY     - Date     Condition        Report By
 QX0681  HISTORY     - 1936     MONUMENTED       USGS
 QX0681
 QX0681                          STATION DESCRIPTION
 QX0681
 QX0681'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 QX0681'ON DIVIDE BETWEEN EAST BOULDER AND BOULDER RIVERS, ON SE. END OF E.
 QX0681'BOULDER PLATEAU, ON W. END OF LOW ROCKY KNOLL,AT HEAD OF BOBCAT CREEK.
 QX0681'
 QX0681'TO REACH STATION, FOLLOW RD. UP BOULDER RIVER TO TRAIL AT MOUTH OF
 QX0681'GRAHAM CREEK.  AT THIS POINT TAKE TRAIL TO E. BOULDER PLATEAU.  THE
 QX0681'TRAIL ENDS IN GAP ON PLATEAU.  AT THIS POINT CROSS TO NE. SIDE OF
 QX0681'PLATEAU AND FOLLOW OPEN GROUND SE. ABOUT 1.5 MI. TO STATION, GOOD
 QX0681'GRASS AND WATER LESS THAN 0.5 MI. FROM CHROME.
 QX0681'
 QX0681'STATION MARK - STANDARD TABLET STAMPED, --- CHROME 1936 --- CEMENTED
 QX0681'IN ROCK IN PLACE.
 QX0681'
 QX0681'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED --- CHROME NO.
 QX0681'1 1936 --- CEMENTED IN ROCK IN PLACE 29.21 FT. DISTANT FROM STATION
 QX0681'MARK, N 22 DEG 07 MIN E.
 QX0681'
 QX0681'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED,---CHROME NO.
 QX0681'2 1936 --- CEMENTED IN ROCK IN PLACE 23.42 FT. DISTANCE FROM STATION
 QX0681'MARK, S 55 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0464 ***********************************************************************
 RT0464  DESIGNATION -  CHURCH
 RT0464  PID         -  RT0464
 RT0464  STATE/COUNTY-  MT/FALLON
 RT0464  USGS QUAD   -  MEDICINE ROCKS STATE (1981)
 RT0464
 RT0464                         *CURRENT SURVEY CONTROL
 RT0464  ___________________________________________________________________
 RT0464* NAD 83(1996)-  46 04 22.45987(N)    104 27 42.39318(W)     ADJUSTED  
 RT0464* NAVD 88     -      1071.1    (meters)    3514.     (feet)  VERTCON   
 RT0464  ___________________________________________________________________
 RT0464  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 RT0464  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RT0464
 RT0464  HORZ ORDER  -  FIRST
 RT0464
 RT0464.The horizontal coordinates were established by classical geodetic methods
 RT0464.and adjusted by the National Geodetic Survey in January 1998..
 RT0464
 RT0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0464
 RT0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0464
 RT0464.The geoid height was determined by GEOID03.
 RT0464
 RT0464;                    North         East     Units Scale Factor Converg.
 RT0464;SPC MT       -   215,103.178   989,311.166   MT  0.99952587   +3 41 07.7
 RT0464;SPC MT       -   705,719.09  3,245,771.54   iFT  0.99952587   +3 41 07.7
 RT0464;UTM  13      - 5,102,288.646   541,621.146   MT  0.99962130   +0 23 15.5
 RT0464
 RT0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0464!SPC MT       -   0.99983461  x   0.99952587  =   0.99936056
 RT0464!UTM  13      -   0.99983461  x   0.99962130  =   0.99945597
 RT0464
 RT0464|---------------------------------------------------------------------|
 RT0464| PID    Reference Object                     Distance      Geod. Az  |
 RT0464|                                                           dddmmss.s |
 RT0464| CQ8090 CHURCH RM 1                           9.977 METERS 15627     |
 RT0464| CQ8089 CHURCH AZ MK                                       2235716.2 |
 RT0464| CQ8091 CHURCH RM 2                          12.428 METERS 23956     |
 RT0464|---------------------------------------------------------------------|
 RT0464
 RT0464                          SUPERSEDED SURVEY CONTROL
 RT0464
 RT0464  NAD 83(1992)-  46 04 22.45830(N)    104 27 42.39143(W) AD(       ) 1
 RT0464  NAD 83(1986)-  46 04 22.43599(N)    104 27 42.37932(W) AD(       ) 1
 RT0464  NAD 27      -  46 04 22.44200(N)    104 27 40.56500(W) AD(       ) 1
 RT0464  NGVD 29 (07/19/86) 1070.5    (m)         3512.     (f) VERT ANG       
 RT0464
 RT0464.Superseded values are not recommended for survey control.
 RT0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0464.See file dsdata.txt to determine how the superseded data were derived.
 RT0464
 RT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM4162102289(NAD 83)
 RT0464_MARKER: DS = TRIANGULATION STATION DISK
 RT0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0464
 RT0464  HISTORY     - Date     Condition        Report By
 RT0464  HISTORY     - 1949     MONUMENTED       CGS
 RT0464
 RT0464                          STATION DESCRIPTION
 RT0464
 RT0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0464'THE STATION IS LOCATED ON A HIGH OVAL GRASSY RIDGE THAT RUNS
 RT0464'IN A EAST-WEST DIRECTION, ABOUT 7 MILES NORTHEAST OF EKALAKA,
 RT0464'1.2 MILES NORTH OF THE CARTER-FALLON COUNTY LINE, 1 MILE WEST
 RT0464'OF STATE HIGHWAY 7 AND ON LAND OWNED BY MR. DAVID ENUS.
 RT0464'
 RT0464'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN EKALAKA,
 RT0464'GO NORTHEAST ON THE MAIN STREET FOR 0.25 MILE TO THE JUNCTION
 RT0464'OF STATE HIGHWAY 7.  BEAR LEFT, AND FOLLOW THE HIGHWAY
 RT0464'NORTHEASTERLY FOR 12.25 MILES TO A SIDE ROAD ON THE RIGHT,
 RT0464'TURN LEFT WEST, AND GO ON A DIRT ROAD FOR 0.1 MILE TO A CHURCH
 RT0464'ON THE LEFT AND A SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTHERLY,
 RT0464'AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 1 MILE.  TURN LEFT,
 RT0464'WESTERLY, AND GO ON THE MAIN GRADED DIRT ROAD FOR 0.7 MILE TO
 RT0464'A GATE ON THE RIGHT AND THE AZIMUTH MARK.
 RT0464'TURN RIGHT, THROUGH GATE AND BEAR RIGHT, NORTHEASTERLY,
 RT0464'ACROSS PASTURE LAND FOR 0.4 MILE TO THE TOP OF A HILL AND THE
 RT0464'STATION.
 RT0464'
 RT0464'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RT0464'CHURCH 1949.
 RT0464'
 RT0464'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS
 RT0464'STAMPED CHURCH NO 1 1949.
 RT0464'
 RT0464'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 RT0464'CHRUCH NO 2 1949.
 RT0464'
 RT0464'THE AZIMUTH MARK IS 20 FEET NORTH OF THE APPROXIMATE CENTERLINE
 RT0464'OF A DIRT ROAD, 10 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 RT0464'OF A DIM TRACK ROAD, 6.5 FEET WEST OF A WITNESS POST, 2 FEET
 RT0464'NORTHEAST OF A GATE POST, AND 1.5 FEET NORTH OF A WIRE FENCE.
 RT0464'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CHURCH 1949.
 RT0464'
 RT0464'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10-INCH
 RT0464'CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0821 ***********************************************************************
 TM0821  DESIGNATION -  CIRCLE
 TM0821  PID         -  TM0821
 TM0821  STATE/COUNTY-  MT/PONDERA
 TM0821  USGS QUAD   -  ROCK CITY (1985)
 TM0821
 TM0821                         *CURRENT SURVEY CONTROL
 TM0821  ___________________________________________________________________
 TM0821* NAD 83(1992)-  48 26 53.41640(N)    112 20 23.70836(W)     ADJUSTED  
 TM0821* NAVD 88     -      1135.     (meters)    3724.     (feet)  SCALED    
 TM0821  ___________________________________________________________________
 TM0821  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 TM0821  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 TM0821
 TM0821  HORZ ORDER  -  THIRD
 TM0821
 TM0821.The horizontal coordinates were established by classical geodetic methods
 TM0821.and adjusted by the National Geodetic Survey in July 1992..
 TM0821
 TM0821.The orthometric height was scaled from a topographic map.
 TM0821
 TM0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0821
 TM0821.The geoid height was determined by GEOID03.
 TM0821
 TM0821;                    North         East     Units Scale Factor Converg.
 TM0821;SPC MT       -   470,318.336   390,019.410   MT  0.99970831   -2 04 38.7
 TM0821;SPC MT       - 1,543,039.16  1,279,591.24   iFT  0.99970831   -2 04 38.7
 TM0821;UTM  12      - 5,366,981.641   400,917.914   MT  0.99972062   -1 00 10.1
 TM0821
 TM0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0821!SPC MT       -   0.99982446  x   0.99970831  =   0.99953282
 TM0821!UTM  12      -   0.99982446  x   0.99972062  =   0.99954513
 TM0821
 TM0821:                Primary Azimuth Mark                     Grid Az
 TM0821:SPC MT       -  WINDMILL NO 1                            200 30 22.2
 TM0821:UTM  12      -  WINDMILL NO 1                            199 25 53.6
 TM0821
 TM0821|---------------------------------------------------------------------|
 TM0821| PID    Reference Object                     Distance      Geod. Az  |
 TM0821|                                                           dddmmss.s |
 TM0821| TM0822 WINDMILL NO 1                       APPROX. 6.3 KM 1982543.5 |
 TM0821|---------------------------------------------------------------------|
 TM0821
 TM0821                          SUPERSEDED SURVEY CONTROL
 TM0821
 TM0821  NAD 83(1986)-  48 26 53.42220(N)    112 20 23.69855(W) AD(       ) 3
 TM0821  NAD 27      -  48 26 53.49551(N)    112 20 20.52869(W) AD(       ) 3
 TM0821
 TM0821.Superseded values are not recommended for survey control.
 TM0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0821.See file dsdata.txt to determine how the superseded data were derived.
 TM0821
 TM0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU0091866982(NAD 83)
 TM0821_MARKER: DD = SURVEY DISK
 TM0821_SETTING: 0 = UNSPECIFIED SETTING
 TM0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0821
 TM0821  HISTORY     - Date     Condition        Report By
 TM0821  HISTORY     - 1934     MONUMENTED       USGS
 TM0821
 TM0821                          STATION DESCRIPTION
 TM0821
 TM0821'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 TM0821'LOCATED ON KNOLL ON PROMINENT GRASSY RIDGE WHERE THE GROUND FALLS N.
 TM0821'TO TWO MEDICINE RIVER.  IT IS THE HIGHEST POINT IN THE VICINITY AND
 TM0821'IS ON LAND OF THE LEWIS AND PIERCE SHEEP COMPANY, ABOUT 9.8 MI. N.
 TM0821'AND 3.6 MI. W. OF THE PRESSURE WATER TANK AT VALIER.
 TM0821'
 TM0821'TO REACH STATION, GO N. FROM VALIER, PAST CEMETERY, 4.7 MI. TO T-RD.,
 TM0821'THENCE W. ABOUT 1.0 MI., THENCE N. TO BRIDGE ACROSS BIRCH CREEK, 7.3
 TM0821'MI. FROM VALIER, THENCE W. ABOUT 3.5 MI., THENCE N. 3.7 MI. TO A
 TM0821'SCHOOLHOUSE FROM WHICH THE STATION IS IN PLAIN VIEW NE. BY E.
 TM0821'STATION IS ABOUT 0.7 MI. N. AND 1.7 MI. E. OF THE SCHOOLHOUSE.
 TM0821'
 TM0821'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---CIRCLE 1934---,
 TM0821'CEMENTED IN GRANITE ROCK SET IN EARTH ON SUMMIT OF KNOLL.
 TM0821'
 TM0821'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN GRANITE
 TM0821'BOULDER SET IN EARTH, 28.40 FT. FROM STATION MARK, S 00 DEG 07 MIN E.
 TM0821'
 TM0821'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE MARK TABLET, STAMPED
 TM0821'---NO. 2---, CEMENTED IN ROCK OUTCROP, 211.95 FT. FROM STATION MARK,
 TM0821'N 82 DEG 09 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1486 ***********************************************************************
 SS1486  DESIGNATION -  CITADEL
 SS1486  PID         -  SS1486
 SS1486  STATE/COUNTY-  MT/CHOUTEAU
 SS1486  USGS QUAD   -  EAGLE BUTTES (1953)
 SS1486
 SS1486                         *CURRENT SURVEY CONTROL
 SS1486  ___________________________________________________________________
 SS1486* NAD 83(1992)-  47 50 35.26731(N)    110 02 37.95617(W)     ADJUSTED  
 SS1486* NAVD 88     -       979.8    (meters)    3215.     (feet)  VERTCON   
 SS1486  ___________________________________________________________________
 SS1486  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 SS1486  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 SS1486
 SS1486  HORZ ORDER  -  SECOND
 SS1486
 SS1486.The horizontal coordinates were established by classical geodetic methods
 SS1486.and adjusted by the National Geodetic Survey in July 1992..
 SS1486
 SS1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1486
 SS1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1486
 SS1486.The geoid height was determined by GEOID03.
 SS1486
 SS1486;                    North         East     Units Scale Factor Converg.
 SS1486;SPC MT       -   399,403.358   559,310.887   MT  0.99949786   -0 23 52.3
 SS1486;SPC MT       - 1,310,378.47  1,835,009.47   iFT  0.99949786   -0 23 52.3
 SS1486;UTM  12      - 5,299,307.498   571,538.125   MT  0.99966289   +0 42 31.7
 SS1486
 SS1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1486!SPC MT       -   0.99984878  x   0.99949786  =   0.99934671
 SS1486!UTM  12      -   0.99984878  x   0.99966289  =   0.99951172
 SS1486
 SS1486:                Primary Azimuth Mark                     Grid Az
 SS1486:SPC MT       -  CITADEL AZ MK                            127 04 40.6
 SS1486:UTM  12      -  CITADEL AZ MK                            125 58 16.6
 SS1486
 SS1486|---------------------------------------------------------------------|
 SS1486| PID    Reference Object                     Distance      Geod. Az  |
 SS1486|                                                           dddmmss.s |
 SS1486| CQ5299 CITADEL AZ MK                                      1264048.3 |
 SS1486| CQ5300 CITADEL RM 1                         14.009 METERS 15327     |
 SS1486| CQ5301 CITADEL RM 2                         11.921 METERS 28733     |
 SS1486|---------------------------------------------------------------------|
 SS1486
 SS1486                          SUPERSEDED SURVEY CONTROL
 SS1486
 SS1486  NAD 83(1986)-  47 50 35.26450(N)    110 02 37.93678(W) AD(       ) 2
 SS1486  NAD 27      -  47 50 35.34500(N)    110 02 35.22200(W) AD(       ) 2
 SS1486  NGVD 29 (07/19/86)  979.0    (m)         3212.     (f) VERT ANG       
 SS1486
 SS1486.Superseded values are not recommended for survey control.
 SS1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1486.See file dsdata.txt to determine how the superseded data were derived.
 SS1486
 SS1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT7153899307(NAD 83)
 SS1486_MARKER: DS = TRIANGULATION STATION DISK
 SS1486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1486_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1486
 SS1486  HISTORY     - Date     Condition        Report By
 SS1486  HISTORY     - 1889     MONUMENTED       MORC
 SS1486  HISTORY     - 1949     GOOD             CGS
 SS1486  HISTORY     - 1949     GOOD             CGS
 SS1486
 SS1486                          STATION DESCRIPTION
 SS1486
 SS1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1486'THE STATION IS LOCATED ABOUT 26 MILES SOUTH-SOUTHEAST OF BIG
 SS1486'SANDY, ON THE HIGHEST POINT OF A PROMINENT KNOLL OVERLOOKING
 SS1486'THE MISSOURI RIVER TO THE SOUTH, AND 8 FEET SOUTH OF A WITNESS
 SS1486'POST.
 SS1486'
 SS1486'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO EASTERLY
 SS1486'ON THE MAIN STREET FOR 0.2 MILE.  THEN RIGHT, SOUTHERLY, FOR 1.9
 SS1486'MILES TO A FORK.  THEN RIGHT ROAD FOR 4.95 MILES TO A FORK.
 SS1486'THEN LEFT ROAD FOR 2.7 MILES TO A FORK.  THEN RIGHT ROAD FOR 3.3
 SS1486'MILES TO A T INTERSECTION.  THEN LEFT FOR 5.6 MILES TO A FORK,
 SS1486'THEN LEFT ROAD FOR 8.9 MILES TO AN INTERSECTION OF 5 ROADS.
 SS1486'TURN RIGHT, WEST, ON A MAIN TRAVELED GRADED DIRT ROAD FOR 2.0
 SS1486'MILES TO A T INTERSECTION.  THEN LEFT, SOUTH, FOR 1.0 MILE TO
 SS1486'A SIDE ROAD ON THE RIGHT.  THEN RIGHT, WEST, FOR 1.0 MILE.
 SS1486'THEN RIGHT, NORTHERLY, FOR 0.7 MILE TO A SIDE ROAD ON THE
 SS1486'LEFT.  THEN LEFT, (WEST, SOUTH THEN WEST) FOR 2.8 MILES TO
 SS1486'A SCHOOL HOUSE ON THE RIGHT.  CONTINUE WEST FOR 1.7 MILES
 SS1486'TO A SIDE ROAD ON THE LEFT (ABOUT 100 YARDS EAST OF A
 SS1486'WIRE GATE).  THEN LEFT, SOUTHERLY, FOR 1.6 MILES TO A WIRE
 SS1486'GATE.  THEN THROUGH GATE, CONTINUE ON A TRACK ROAD FOR 0.7
 SS1486'MILE TO A FORK AND A WIRE GATE ON THEN RIGHT.  THEN RIGHT
 SS1486'ROAD, THROUGH GATE, FOR 1.0 MILE TO A GATE.  PASS THROUGH GATE,
 SS1486'CONTINUE ON THE MAIN TRAVELED TRACK ROAD FOR 0.9 MILE TO THE
 SS1486'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.05
 SS1486'MILE TO A GATE.  THEN THROUGH GATE FOR 0.2 MILE TO THE
 SS1486'SOUTH SIDE OF THE STATION HILL AND THE NORTHEAST CORNER OF A
 SS1486'CULTIVATED FIELD.  THEN BEAR TO THE RIGHT FOR 0.1 MILE.
 SS1486'THEN RIGHT FOR 0.5 MILE TO THE HIGHEST POINT OF THE HILL
 SS1486'AND THE STATION AS DESCRIBED.  (A TRUCK WITH 4-SPEED
 SS1486'TRANSMISSION IS NECESSARY TO DRIVE FROM THE EDGE OF THE
 SS1486'CULTIVATED FIELD TO THE STATION).
 SS1486'
 SS1486'THE STATION MARK IS A MISSOURI RIVER COMMISSION CAST IRON
 SS1486'CAP (UNSTAMPED) WITH A RAISED TRIANGLE IN ITS APPROXIMATE
 SS1486'CENTER, BOLTED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 SS1486'6 INCHES.
 SS1486'
 SS1486'REFERENCE MARK NO. 1 IS 52.5 FEET SOUTHEAST OF THE WITNESS
 SS1486'POST AND ABOUT 3 FEET LOWER THAN THE STATION.  IT PROJECTS 8
 SS1486'INCHES, AND THE DISK IS STAMPED CITADEL MO.R.C. NO 1 1949.
 SS1486'
 SS1486'REFERENCE MARK NO. 2 IS 39.0 FEET WEST-SOUTHWEST OF THE WITNESS
 SS1486'POST AND AT ABOUT THE SAME ELEVATION AS THE STATION.  IT
 SS1486'PROJECTS 6 INCHES, AND THE DISK IS STAMPED CITADEL MO.R.C. NO
 SS1486'2 1949.
 SS1486'
 SS1486'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE FROM THE STATION,
 SS1486'ABOUT 100 YARDS SOUTH OF THE SOUTH EDGE OF AN EARTH DAM, ABOUT
 SS1486'100 YARDS NORTH-NORTHWEST OF A FENCE CORNER, 95 FEET WEST OF
 SS1486'THE APPROXIMATE CENTER OF A TRACK ROAD, AND 7 FEET NORTH OF
 SS1486'A WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SS1486'CITADEL MO.R.C. 1949.
 SS1486'
 SS1486'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS SET
 SS1486'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SS1486'
 SS1486'A 4 FOOT WOODEN STAND AT CITADEL (MO. R C) WILL SEE A 4-FOOT
 SS1486'WOODEN STAND AT SAGE AND A 4-FOOT WOODEN STAND AT LA BARGE (MO. R
 SS1486'C).
 SS1486
 SS1486                          STATION RECOVERY (1949)
 SS1486
 SS1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 SS1486'RECOVERED BY NGS IN 1949.  DESCRIPTION AND POSITION LISTED IN NGS
 SS1486'QUAD 47110-1, STATION 1003.
 SS1486'
 SS1486'STATION MARK--A MORC CAST IRON CAP, UNSTAMPED, WITH A RAISED TRIANGLE
 SS1486'IN ITS APPROXIMATE CENTER, BOLTED TO THE TOP OF A 4 IN. IRON PIPE,
 SS1486'PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0497 ***********************************************************************
 ST0497  DESIGNATION -  CLARK
 ST0497  PID         -  ST0497
 ST0497  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0497  USGS QUAD   -  HENRY CREEK (1980)
 ST0497
 ST0497                         *CURRENT SURVEY CONTROL
 ST0497  ___________________________________________________________________
 ST0497* NAD 83(1992)-  47 21 38.18366(N)    112 03 20.03343(W)     ADJUSTED  
 ST0497* NAVD 88     -      1336.3    (meters)    4384.     (feet)  VERTCON   
 ST0497  ___________________________________________________________________
 ST0497  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 ST0497  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 ST0497
 ST0497  HORZ ORDER  -  FIRST
 ST0497
 ST0497.The horizontal coordinates were established by classical geodetic methods
 ST0497.and adjusted by the National Geodetic Survey in July 1992..
 ST0497
 ST0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0497
 ST0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0497
 ST0497.The geoid height was determined by GEOID03.
 ST0497
 ST0497;                    North         East     Units Scale Factor Converg.
 ST0497;SPC MT       -   348,790.791   407,093.490   MT  0.99941105   -1 52 09.9
 ST0497;SPC MT       - 1,144,326.74  1,335,608.56   iFT  0.99941105   -1 52 09.9
 ST0497;UTM  12      - 5,245,778.433   420,291.972   MT  0.99967808   -0 46 35.6
 ST0497
 ST0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0497!SPC MT       -   0.99979277  x   0.99941105  =   0.99920394
 ST0497!UTM  12      -   0.99979277  x   0.99967808  =   0.99947092
 ST0497
 ST0497|---------------------------------------------------------------------|
 ST0497| PID    Reference Object                     Distance      Geod. Az  |
 ST0497|                                                           dddmmss.s |
 ST0497| CN4140 CLARK RM 1                           12.130 METERS 10545     |
 ST0497| ST0496 CLARK RM A                           24.485 METERS 14457     |
 ST0497| ST0324 N 247                                              1991030.0 |
 ST0497| CN4141 CLARK RM 2                           12.503 METERS 22347     |
 ST0497|---------------------------------------------------------------------|
 ST0497
 ST0497                          SUPERSEDED SURVEY CONTROL
 ST0497
 ST0497  NAD 83(1986)-  47 21 38.18824(N)    112 03 20.01612(W) AD(       ) 1
 ST0497  NAD 27      -  47 21 38.37269(N)    112 03 17.00120(W) AD(       ) 1
 ST0497  NGVD 29 (07/19/86) 1335.3    (m)         4381.     (f) VERT ANG       
 ST0497
 ST0497.Superseded values are not recommended for survey control.
 ST0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0497.See file dsdata.txt to determine how the superseded data were derived.
 ST0497
 ST0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2029245778(NAD 83)
 ST0497_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ST0497
 ST0497  HISTORY     - Date     Condition        Report By
 ST0497  HISTORY     - 1968     MONUMENTED       CGS
 ST0497
 ST0497                          STATION DESCRIPTION
 ST0497
 ST0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 ST0497'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SIMMS, 7 MILES
 ST0497'NORTHEAST OF BOWMANS CORNER, 1 MILE SOUTH OF TRIANGULATION STATION
 ST0497'GARD 1961 AND 1 MILE WEST OF THE CASCADE-LEWIS AND CLARK COUNTY
 ST0497'LINE.
 ST0497'
 ST0497'TO REACH THE STATION FROM THE POST OFFICE IN SIMMS, GO NORTH ON A
 ST0497'PAVED STREET FOR 0.05 MILE TO JUNCTION WITH STATE HIGHWAY
 ST0497'200.  TURN LEFT AND GO WEST ON STATE HIGHWAY 200 FOR 0.3 MILE TO
 ST0497'A FORK (JUNCTION STATE HIGHWAY 200 AND STATE HIGHWAY 21).  TURN
 ST0497'LEFT ON LEFT FORK AND GO SOUTHWESTERLY ON STATE HIGHWAY 200 FOR
 ST0497'10.9 MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD FOR 1.2 MILES
 ST0497'TO A WIRE GATE ON THE RIGHT.  TURN RIGHT AND PASS THROUGH GATE
 ST0497'AND TURN RIGHT NORTH ALONG FENCE LINE ON TRACK ROAD FOR 0.15
 ST0497'MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON TRACK
 ST0497'ROAD FOR 0.2 MILE AND BEAR LEFT NORTHWESTERLY TO WHERE TRACK
 ST0497'ROAD WINDS UP TO THE TOP AND EAST END OF RIDGE FOR 0.45 MILE
 ST0497'TO THE STATION.
 ST0497'
 ST0497'THE STATION IS A STANDARD DISK, STAMPED CLARK 1968, SET IN THE
 ST0497'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT IS
 ST0497'ABOUT 130 FEET WEST OF THE EAST RIM OF THE RIDGE.
 ST0497'
 ST0497'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLARK NO 1 1968,
 ST0497'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 8
 ST0497'INCHES.
 ST0497'
 ST0497'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLARK NO 2 1968, SET
 ST0497'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 ST0497'
 ST0497'THE AZIMUTH MARK IS A STANDARD USC AND GS BENCH MARK DISK,
 ST0497'STAMPED N 247 1961, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 ST0497'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 2 FEET EAST OF A FENCE, 2
 ST0497'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 79.5
 ST0497'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 200.
 ST0497'
 ST0497'HEIGHT OF LIGHT ABOVE STATION MARK 14.68 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1099 ***********************************************************************
 SU1099  DESIGNATION -  CLARK LOOKOUT TOWER
 SU1099  PID         -  SU1099
 SU1099  STATE/COUNTY-  MT/SANDERS
 SU1099  USGS QUAD   -  THOMPSON FALLS (1988)
 SU1099
 SU1099                         *CURRENT SURVEY CONTROL
 SU1099  ___________________________________________________________________
 SU1099* NAD 83(1992)-  47 32 32.43539(N)    115 18 44.47031(W)     ADJUSTED  
 SU1099* NAVD 88     -      1538.9    (meters)    5049.     (feet)  VERTCON   
 SU1099  ___________________________________________________________________
 SU1099  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 SU1099  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 SU1099
 SU1099  HORZ ORDER  -  THIRD
 SU1099
 SU1099.The horizontal coordinates were established by classical geodetic methods
 SU1099.and adjusted by the National Geodetic Survey in July 1992..
 SU1099
 SU1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1099
 SU1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1099
 SU1099.The geoid height was determined by GEOID03.
 SU1099
 SU1099;                    North         East     Units Scale Factor Converg.
 SU1099;SPC MT       -   382,056.099   163,077.157   MT  0.99943536   -4 15 06.3
 SU1099;SPC MT       - 1,253,464.89    535,030.04   iFT  0.99943536   -4 15 06.3
 SU1099;UTM  11      - 5,266,815.714   626,998.660   MT  0.99979820   +1 14 43.0
 SU1099
 SU1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1099!SPC MT       -   0.99976135  x   0.99943536  =   0.99919685
 SU1099!UTM  11      -   0.99976135  x   0.99979820  =   0.99955960
 SU1099
 SU1099                          SUPERSEDED SURVEY CONTROL
 SU1099
 SU1099  NAD 83(1986)-  47 32 32.44325(N)    115 18 44.44755(W) AD(       ) 4
 SU1099  NGVD 29 (03/27/92) 1537.7    (m)         5045.     (f) VERT ANG       
 SU1099
 SU1099.Superseded values are not recommended for survey control.
 SU1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1099.See file dsdata.txt to determine how the superseded data were derived.
 SU1099
 SU1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN2699966816(NAD 83)
 SU1099_MARKER: 57 = LOOKOUT TOWER
 SU1099
 SU1099  HISTORY     - Date     Condition        Report By
 SU1099  HISTORY     - 1953     FIRST OBSERVED   USGS
 SU1099  HISTORY     - 1953     GOOD             USGS
 SU1099
 SU1099                          STATION DESCRIPTION
 SU1099
 SU1099'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SU1099'RECOVERED AND DESCRIBED AS FOLLOWS
 SU1099'
 SU1099'STATION LOCATED 4.0 MI. (AIRLINE) S. OF THOMPSON FALLS, ON RIDGE
 SU1099'BETWEEN EAST FORK DRY CREEK AND CLARK FORK RIVER.
 SU1099'
 SU1099'TO REACH STATION FROM  THOMPSON FALLS, MONTANA, GO NW. ON
 SU1099'HIGHWAY 10A 0.3 MI. TO STREET SW.  TURN LEFT AND CROSS TWO
 SU1099'BRIDGES AND CONTINUE ONTO CROSSROADS, TAKE RD. TO CABIN
 SU1099'CITY AND FOLLOW THIS ROAD 7.0 MI. TO RD. FORK, TAKE LEFT
 SU1099'RD. AND FOLLOW 5.0 MI. TO TOP AND STATION.
 SU1099'
 SU1099'STATION MARK - - CENTER OF LOOKOUT TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0496 ***********************************************************************
 ST0496  DESIGNATION -  CLARK RM A
 ST0496  PID         -  ST0496
 ST0496  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0496  USGS QUAD   -  HENRY CREEK (1980)
 ST0496
 ST0496                         *CURRENT SURVEY CONTROL
 ST0496  ___________________________________________________________________
 ST0496* NAD 83(1992)-  47 21 37.53466(N)    112 03 19.36320(W)     ADJUSTED  
 ST0496* NAVD 88     -      1335.3    (meters)    4381.     (feet)  VERTCON   
 ST0496  ___________________________________________________________________
 ST0496  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 ST0496  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 ST0496
 ST0496  HORZ ORDER  -  FIRST
 ST0496
 ST0496.The horizontal coordinates were established by classical geodetic methods
 ST0496.and adjusted by the National Geodetic Survey in July 1992..
 ST0496
 ST0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0496
 ST0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0496
 ST0496.The geoid height was determined by GEOID03.
 ST0496
 ST0496;                    North         East     Units Scale Factor Converg.
 ST0496;SPC MT       -   348,770.312   407,106.885   MT  0.99941103   -1 52 09.4
 ST0496;SPC MT       - 1,144,259.55  1,335,652.51   iFT  0.99941103   -1 52 09.4
 ST0496;UTM  12      - 5,245,758.208   420,305.759   MT  0.99967805   -0 46 35.1
 ST0496
 ST0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0496!SPC MT       -   0.99979293  x   0.99941103  =   0.99920408
 ST0496!UTM  12      -   0.99979293  x   0.99967805  =   0.99947104
 ST0496
 ST0496:                Primary Azimuth Mark                     Grid Az
 ST0496:SPC MT       -  OSTLE                                    226 24 30.7
 ST0496:UTM  12      -  OSTLE                                    225 18 56.4
 ST0496
 ST0496|---------------------------------------------------------------------|
 ST0496| PID    Reference Object                     Distance      Geod. Az  |
 ST0496|                                                           dddmmss.s |
 ST0496| ST0367 OSTLE                               APPROX.19.3 KM 2243221.3 |
 ST0496| ST0497 CLARK                                24.485 METERS 32457     |
 ST0496|---------------------------------------------------------------------|
 ST0496
 ST0496                          SUPERSEDED SURVEY CONTROL
 ST0496
 ST0496  NAD 83(1986)-  47 21 37.53909(N)    112 03 19.34574(W) AD(       ) 1
 ST0496  NAD 27      -  47 21 37.72370(N)    112 03 16.33100(W) AD(       ) 1
 ST0496  NGVD 29 (07/19/86) 1334.3    (m)         4378.     (f) VERT ANG       
 ST0496
 ST0496.Superseded values are not recommended for survey control.
 ST0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0496.See file dsdata.txt to determine how the superseded data were derived.
 ST0496
 ST0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2030645758(NAD 83)
 ST0496_MARKER: Z = SEE DESCRIPTION
 ST0496_SETTING: 0 = UNSPECIFIED SETTING
 ST0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0496
 ST0496  HISTORY     - Date     Condition        Report By
 ST0496  HISTORY     - 1968     MONUMENTED       CGS
 ST0496
 ST0496                          STATION DESCRIPTION
 ST0496
 ST0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 ST0496'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE SAME LOCATION
 ST0496'AS TRIANGULATION STATION CLARK.
 ST0496'
 ST0496'STATION IS A STANDARD TRIANGULATION STATION MARK, STAMPED CLARK
 ST0496'RM A 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 ST0496'PROJECTS ABOUT 2 INCHES.  A SUB-SURFACE STATION MARK DISK IS
 ST0496'STAMPED THE SAME AS THE SURDISK, CEMENTED IN A DRILL HOLE, IN
 ST0496'BEDROCK, ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 ST0496'
 ST0496'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLARK,
 ST0496'DISTANCE BEING 24.490 METERS OR 80.35 FEET, NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0643 ***********************************************************************
 QW0643  DESIGNATION -  CLARKSFORK
 QW0643  PID         -  QW0643
 QW0643  STATE/COUNTY-  MT/CARBON
 QW0643  USGS QUAD   -  LONG DRAW (1969)
 QW0643
 QW0643                         *CURRENT SURVEY CONTROL
 QW0643  ___________________________________________________________________
 QW0643* NAD 83(1993)-  45 00 55.15517(N)    108 58 55.57850(W)     ADJUSTED  
 QW0643* NAVD 88     -      1554.98   (+/-2cm)    5101.6    (feet)  VERTCON   
 QW0643  ___________________________________________________________________
 QW0643  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 QW0643  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 QW0643
 QW0643  HORZ ORDER  -  THIRD
 QW0643  VERT ORDER  -  THIRD ? (See Below)
 QW0643
 QW0643.The horizontal coordinates were established by classical geodetic methods
 QW0643.and adjusted by the National Geodetic Survey in January 1997..
 QW0643
 QW0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0643.The vertical order pertains to the NGVD 29 superseded value.
 QW0643
 QW0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0643
 QW0643.The geoid height was determined by GEOID03.
 QW0643
 QW0643;                    North         East     Units Scale Factor Converg.
 QW0643;SPC MT       -    85,201.974   640,822.815   MT  0.99999084   +0 22 43.8
 QW0643;SPC MT       -   279,534.04  2,102,437.06   iFT  0.99999084   +0 22 43.8
 QW0643;UTM  12      - 4,986,633.113   658,998.623   MT  0.99991086   +1 25 39.2
 QW0643
 QW0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0643!SPC MT       -   0.99975823  x   0.99999084  =   0.99974907
 QW0643!UTM  12      -   0.99975823  x   0.99991086  =   0.99966911
 QW0643
 QW0643:                Primary Azimuth Mark                     Grid Az
 QW0643:SPC MT       -  SILVERTIP                                359 53 40.1
 QW0643:UTM  12      -  SILVERTIP                                358 50 44.7
 QW0643
 QW0643|---------------------------------------------------------------------|
 QW0643| PID    Reference Object                     Distance      Geod. Az  |
 QW0643|                                                           dddmmss.s |
 QW0643| QW0647 SILVERTIP                           APPROX.10.0 KM 0001623.9 |
 QW0643|---------------------------------------------------------------------|
 QW0643
 QW0643                          SUPERSEDED SURVEY CONTROL
 QW0643
 QW0643  NAD 83(1992)-  45 00 55.13648(N)    108 58 55.56320(W) AD(       ) 3
 QW0643  NAD 83(1986)-  45 00 55.13659(N)    108 58 55.56371(W) AD(       ) 3
 QW0643  NGVD 29 (09/11/89) 1553.96   (m)         5098.3    (f) LEVELING    3  
 QW0643
 QW0643.Superseded values are not recommended for survey control.
 QW0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0643.See file dsdata.txt to determine how the superseded data were derived.
 QW0643
 QW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5899986633(NAD 83)
 QW0643_MARKER: DS = TRIANGULATION STATION DISK
 QW0643_SETTING: 0 = UNSPECIFIED SETTING
 QW0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0643
 QW0643  HISTORY     - Date     Condition        Report By
 QW0643  HISTORY     - 1931     MONUMENTED       USGS
 QW0643
 QW0643                          STATION DESCRIPTION
 QW0643
 QW0643'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 QW0643'LOCATED IN SEC.36 T.9 S. R.22 E., ON THE HIGHEST POINT ALONG THE OLD
 QW0643'ABANDONED RD. FROM ELK BASIN TO BADGER BASIN.  THIS RD. CROSSES THE
 QW0643'DIVIDE BETWEEN SILVERTIP CREEK TO THE E. AND CLARKSFORK OF THE
 QW0643'YELLOWSTONE RIVER TO THE W. STATION IS LOCATED ABOUT 35 FT. E. OF THE
 QW0643'CENTERLINE OF THE OLD RD. NEAR THE NE. EDGE OF THE MESA RIM.
 QW0643'
 QW0643'TO REACH STATION FROM THE POST OFFICE AT BELFRY, MONTANA FOLLOW THE
 QW0643'ELK BASIN RD. TOWARD ELK BASIN FOR ABOUT 10.4 MI. TO RD. FORK SW.
 QW0643'WHICH CROSSES OVER BRIDGE AND FOLLOWS UP THE BED OF THE CREEK TO THE
 QW0643'SW. FOLLOW THIS RD. FOR ABOUT 3.7 MI. TO TOP OF DIVIDE AND STATION
 QW0643'SITE.
 QW0643'
 QW0643'STATION MARK - STANDARD BRONZE DISK STAMPED---CLARKSFORK 1931---
 QW0643'CEMENTED IN ROCK OUTCROP.
 QW0643'
 QW0643'REFERENCE MARK - STANDARD REFERENCE MARK DISK SET IN ROCK OUTCROP
 QW0643'41.41 FT. FROM STATION N 84 DEGREES 14 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0503 ***********************************************************************
 SQ0503  DESIGNATION -  CLAY
 SQ0503  PID         -  SQ0503
 SQ0503  STATE/COUNTY-  MT/VALLEY
 SQ0503  USGS QUAD   -  SEVENTH POINT BUTTES (1978)
 SQ0503
 SQ0503                         *CURRENT SURVEY CONTROL
 SQ0503  ___________________________________________________________________
 SQ0503* NAD 83(1992)-  47 49 17.74013(N)    106 40 43.27767(W)     ADJUSTED  
 SQ0503* NAVD 88     -       780.05   (+/-2cm)    2559.2    (feet)  VERTCON   
 SQ0503  ___________________________________________________________________
 SQ0503  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 SQ0503  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 SQ0503
 SQ0503  HORZ ORDER  -  THIRD
 SQ0503  VERT ORDER  -  THIRD ? (See Below)
 SQ0503
 SQ0503.The horizontal coordinates were established by classical geodetic methods
 SQ0503.and adjusted by the National Geodetic Survey in July 1992..
 SQ0503
 SQ0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0503.The vertical order pertains to the NGVD 29 superseded value.
 SQ0503
 SQ0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0503
 SQ0503.The geoid height was determined by GEOID03.
 SQ0503
 SQ0503;                    North         East     Units Scale Factor Converg.
 SQ0503;SPC MT       -   400,671.426   811,113.373   MT  0.99949246   +2 03 49.7
 SQ0503;SPC MT       - 1,314,538.80  2,661,133.11   iFT  0.99949246   +2 03 49.7
 SQ0503;UTM  13      - 5,297,835.765   374,348.024   MT  0.99979401   -1 14 39.0
 SQ0503
 SQ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0503!SPC MT       -   0.99988032  x   0.99949246  =   0.99937284
 SQ0503!UTM  13      -   0.99988032  x   0.99979401  =   0.99967436
 SQ0503
 SQ0503:                Primary Azimuth Mark                     Grid Az
 SQ0503:SPC MT       -  POINTER                                  055 52 07.8
 SQ0503:UTM  13      -  POINTER                                  059 10 36.5
 SQ0503
 SQ0503|---------------------------------------------------------------------|
 SQ0503| PID    Reference Object                     Distance      Geod. Az  |
 SQ0503|                                                           dddmmss.s |
 SQ0503| SQ0232 POINTER                             APPROX. 3.5 KM 0575557.5 |
 SQ0503|---------------------------------------------------------------------|
 SQ0503
 SQ0503                          SUPERSEDED SURVEY CONTROL
 SQ0503
 SQ0503  NAD 83(1986)-  47 49 17.73638(N)    106 40 43.26620(W) AD(       ) 3
 SQ0503  NAD 27      -  47 49 17.69300(N)    106 40 41.07400(W) AD(       ) 3
 SQ0503  NGVD 29 (07/19/86)  779.42   (m)         2557.1    (f) LEVELING    3  
 SQ0503
 SQ0503.Superseded values are not recommended for survey control.
 SQ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0503.See file dsdata.txt to determine how the superseded data were derived.
 SQ0503
 SQ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN7434897836(NAD 83)
 SQ0503_MARKER: P = PIPE CAP
 SQ0503_SETTING: 0 = UNSPECIFIED SETTING
 SQ0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0503
 SQ0503  HISTORY     - Date     Condition        Report By
 SQ0503  HISTORY     - 1937     MONUMENTED       USE
 SQ0503  HISTORY     - 1957     GOOD             USGS
 SQ0503
 SQ0503                          STATION DESCRIPTION
 SQ0503
 SQ0503'DESCRIBED BY US ENGINEERS 1937
 SQ0503'THE STATION IS IN VALLEY COUNTY ON THE LEFT BANK OF THE MISSOURI
 SQ0503'RIVER AND IN SECTION 23, T. 24 N., R. 39 E.  THE STATION IS
 SQ0503'18 MILES AIRLINE SOUTHWEST OF FORT PECK AND 2-1/2 MILES NORTHWEST
 SQ0503'OF THE MISSOURI RIVER ON A SHARP CHALKY RIDGE, ABOUT 200 FEET
 SQ0503'IN LENGTH.
 SQ0503'
 SQ0503'THIS STATION MAY BE ACCESSIBLE BY AUTOMOBILE VIA THE DIVIDE
 SQ0503'BETWEEN WILLOW CREEK AND THE MISSOURI RIVER AND WOOD ROADS,
 SQ0503'BUT THIS WAS NOT TRAVELED BY THE SURVEY PARTY DOING THE FIELD
 SQ0503'WORK.
 SQ0503'
 SQ0503'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0503'
 SQ0503
 SQ0503                          STATION RECOVERY (1957)
 SQ0503
 SQ0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0503'TO REACH FROM GREAT NORTHERN RAILROAD STATION, GLASGOW, GO
 SQ0503'SSW ALONG STATE HIGHWAY 24, 9.3 MILES TO Y-JUNCTION WITH DIRT
 SQ0503'ROAD SOUTH.  TAKE RIGHT FORK AND PROCEED SSW ALONG GRADED
 SQ0503'DIRT ROAD TO THE PINES 14.2 MILES TO Y-ROAD AND SIGN THE PINES
 SQ0503'12 MILES.  TURN LEFT (S) AND GO 6.2 MILES (0.3 MILE SOUTH OF
 SQ0503'BERGERS RANCH) TO DIM Y-ROAD FORK.  TAKE RIGHT FORK AND FOLLOW
 SQ0503'MAIN TRACK ROAD AROUND HEAD OF DRAIN AND ALONG NORTH SIDE OF
 SQ0503'RIDGE 7.0 MILES TO END OF TRUCK TRAVEL.  PROCEED BY JEEP OR
 SQ0503'PACK APPROXIMATELY 1.5 MILES TO SOUTH END OF HIGH CHALKY DOUBLE
 SQ0503'TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0325 ***********************************************************************
 QU0325  DESIGNATION -  CLAY
 QU0325  PID         -  QU0325
 QU0325  STATE/COUNTY-  MT/POWDER RIVER
 QU0325  USGS QUAD   -  BIDDLE (1970)
 QU0325
 QU0325                         *CURRENT SURVEY CONTROL
 QU0325  ___________________________________________________________________
 QU0325* NAD 83(1993)-  45 05 53.13921(N)    105 15 59.63732(W)     ADJUSTED  
 QU0325* NAVD 88     -      1148.8    (meters)    3769.     (feet)  VERTCON   
 QU0325  ___________________________________________________________________
 QU0325  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 QU0325  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 QU0325
 QU0325  HORZ ORDER  -  FIRST
 QU0325
 QU0325.The horizontal coordinates were established by classical geodetic methods
 QU0325.and adjusted by the National Geodetic Survey in January 1997..
 QU0325
 QU0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0325
 QU0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0325
 QU0325.The geoid height was determined by GEOID03.
 QU0325
 QU0325;                    North         East     Units Scale Factor Converg.
 QU0325;SPC MT       -   103,268.002   933,041.476   MT  0.99994254   +3 05 48.4
 QU0325;SPC MT       -   338,805.78  3,061,159.70   iFT  0.99994254   +3 05 48.4
 QU0325;SPC WY E     -   510,770.037   192,137.203   MT  0.99993826   -0 04 14.7
 QU0325;UTM  13      - 4,993,882.078   479,026.408   MT  0.99960541   -0 11 19.7
 QU0325
 QU0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0325!SPC MT       -   0.99982222  x   0.99994254  =   0.99976477
 QU0325!SPC WY E     -   0.99982222  x   0.99993826  =   0.99976049
 QU0325!UTM  13      -   0.99982222  x   0.99960541  =   0.99942770
 QU0325
 QU0325:                Primary Azimuth Mark                     Grid Az
 QU0325:SPC MT       -  CLAY AZ MK                               131 17 01.6
 QU0325:SPC WY E     -  CLAY AZ MK                               134 27 04.7
 QU0325:UTM  13      -  CLAY AZ MK                               134 34 09.7
 QU0325
 QU0325|---------------------------------------------------------------------|
 QU0325| PID    Reference Object                     Distance      Geod. Az  |
 QU0325|                                                           dddmmss.s |
 QU0325| CQ8100 CLAY AZ MK                                         1342250.0 |
 QU0325| CQ8102 CLAY RM 2                             6.488 METERS 17942     |
 QU0325| CQ8101 CLAY RM 1                             4.727 METERS 31153     |
 QU0325|---------------------------------------------------------------------|
 QU0325
 QU0325                          SUPERSEDED SURVEY CONTROL
 QU0325
 QU0325  NAD 83(1992)-  45 05 53.12246(N)    105 15 59.62530(W) AD(       ) 1
 QU0325  NAD 83(1986)-  45 05 53.12155(N)    105 15 59.62525(W) AD(       ) 1
 QU0325  NAD 27      -  45 05 53.17200(N)    105 15 57.66000(W) AD(       ) 1
 QU0325  NGVD 29 (07/19/86) 1148.2    (m)         3767.     (f) VERT ANG       
 QU0325
 QU0325.Superseded values are not recommended for survey control.
 QU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0325.See file dsdata.txt to determine how the superseded data were derived.
 QU0325
 QU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7902693882(NAD 83)
 QU0325_MARKER: DS = TRIANGULATION STATION DISK
 QU0325_SETTING: 0 = UNSPECIFIED SETTING
 QU0325
 QU0325  HISTORY     - Date     Condition        Report By
 QU0325  HISTORY     - 1949     MONUMENTED       CGS
 QU0325  HISTORY     - 1963     GOOD             USFS
 QU0325
 QU0325                          STATION DESCRIPTION
 QU0325
 QU0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0325'STATION IS LOCATED ON A SHARP-POINTED, LOW, CLAY BUTTE, ABOUT
 QU0325'7 MILES NORTH OF THE WYOMING-MONTANA STATE LINE, ABOUT 3.5
 QU0325'MILES EAST-NORTHEAST OF THE BIDDLE POST OFFICE, AND ON LAND
 QU0325'OWNED BY W.D. FORTNER.
 QU0325'
 QU0325'TO REACH FROM THE BIDDLE POST OFFICE, GO NORTH ON GRADED
 QU0325'ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 QU0325'EAST ON MAIN ROAD FOR 4.2 MILES TO A TRACK ROAD LEFT.  TURN
 QU0325'LEFT AND GO 0.7 MILE TO A WIRE GATE AND FORK.  PASS THROUGH
 QU0325'GATE, BEAR LEFT, AND GO 0.8 MILE TO A DIM TRACK ROAD LEFT.
 QU0325'TURN LEFT AND GO WEST FOR 0.6 MILE TO A WIRE FENCE AND AZIMUTH
 QU0325'MARK ON LEFT.  CONTINUE WEST FOR 0.3 MILE TO ETT.  PACK
 QU0325'NORTHWEST ABOUT 0.5 MILE TO TOP OF BUTTE AND STATION.  (A
 QU0325'30-MINUTE PACK.)
 QU0325'
 QU0325'STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 QU0325'IRON PIPE.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS
 QU0325'STAMPED CLAY 1949.
 QU0325'
 QU0325'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ON THE TOP
 QU0325'OF A 2-INCH IRON PIPE.  THE MARK PROJECTS 8 INCHES, AND THE
 QU0325'DISK IS STAMPED CLAY NO 1 1949.
 QU0325'
 QU0325'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED ON THE TOP
 QU0325'OF A 2-INCH IRON PIPE.  THE MARK PROJECTS 6 INCHES, AND THE
 QU0325'DISK IS STAMPED CLAY NO 2 1949.
 QU0325'
 QU0325'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 QU0325'CONCRETE POST.  IT IS 15 FEET SOUTH OF A TRACK ROAD, 6 FEET
 QU0325'NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.
 QU0325'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CLAY
 QU0325'1949.
 QU0325
 QU0325                          STATION RECOVERY (1963)
 QU0325
 QU0325'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 QU0325'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0482 ***********************************************************************
 TK0482  DESIGNATION -  CLEAR
 TK0482  PID         -  TK0482
 TK0482  STATE/COUNTY-  MT/BLAINE
 TK0482  USGS QUAD   -  LLOYD NW (1987)
 TK0482
 TK0482                         *CURRENT SURVEY CONTROL
 TK0482  ___________________________________________________________________
 TK0482* NAD 83(1992)-  48 23 18.29987(N)    109 29 51.42672(W)     ADJUSTED  
 TK0482* NAVD 88     -      1146.4    (meters)    3761.     (feet)  VERTCON   
 TK0482  ___________________________________________________________________
 TK0482  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 TK0482  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 TK0482
 TK0482  HORZ ORDER  -  FIRST
 TK0482
 TK0482.The horizontal coordinates were established by classical geodetic methods
 TK0482.and adjusted by the National Geodetic Survey in July 1992..
 TK0482
 TK0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0482
 TK0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0482
 TK0482.The geoid height was determined by GEOID03.
 TK0482
 TK0482;                    North         East     Units Scale Factor Converg.
 TK0482;SPC MT       -   459,868.622   600,176.324   MT  0.99968246   +0 00 06.3
 TK0482;SPC MT       - 1,508,755.32  1,969,082.43   iFT  0.99968246   +0 00 06.3
 TK0482;UTM  12      - 5,360,562.985   611,225.579   MT  0.99975200   +1 07 24.2
 TK0482
 TK0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0482!SPC MT       -   0.99982278  x   0.99968246  =   0.99950529
 TK0482!UTM  12      -   0.99982278  x   0.99975200  =   0.99957482
 TK0482
 TK0482:                Primary Azimuth Mark                     Grid Az
 TK0482:SPC MT       -  CLEAR AZ MK                              004 48 57.4
 TK0482:UTM  12      -  CLEAR AZ MK                              003 41 39.5
 TK0482
 TK0482|---------------------------------------------------------------------|
 TK0482| PID    Reference Object                     Distance      Geod. Az  |
 TK0482|                                                           dddmmss.s |
 TK0482| CQ5302 CLEAR AZ MK                                        0044903.7 |
 TK0482| TK0454 CHINOOK MUNICIPAL TANK              APPROX.30.3 KM 0404958.8 |
 TK0482| TK0452 CHINOOK U AND I SUGAR CO STK        APPROX.30.5 KM 0422948.8 |
 TK0482| CQ5303 CLEAR RM 1                            9.393 METERS 05701     |
 TK0482| CQ5304 CLEAR RM 2                            7.376 METERS 32744     |
 TK0482|---------------------------------------------------------------------|
 TK0482
 TK0482                          SUPERSEDED SURVEY CONTROL
 TK0482
 TK0482  NAD 83(1986)-  48 23 18.30289(N)    109 29 51.41118(W) AD(       ) 1
 TK0482  NAD 27      -  48 23 18.32000(N)    109 29 48.72400(W) AD(       ) 1
 TK0482  NGVD 29 (07/19/86) 1145.6    (m)         3759.     (f) VERT ANG       
 TK0482
 TK0482.Superseded values are not recommended for survey control.
 TK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0482.See file dsdata.txt to determine how the superseded data were derived.
 TK0482
 TK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU1122660563(NAD 83)
 TK0482_MARKER: DS = TRIANGULATION STATION DISK
 TK0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0482
 TK0482  HISTORY     - Date     Condition        Report By
 TK0482  HISTORY     - 1949     MONUMENTED       CGS
 TK0482  HISTORY     - 1957     GOOD             USGS
 TK0482
 TK0482                          STATION DESCRIPTION
 TK0482
 TK0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0482'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF HAVRE, ON
 TK0482'PROPERTY OWNED BY MR. JOHN KRAMER, ON THE HIGHEST POINT AND
 TK0482'NEAR THE EAST EDGE OF A PROMINENT RIDGE, 129 FEET WEST OF A WIRE
 TK0482'FENCE, AND 9.5 FEET WEST OF A WITNESS POST.
 TK0482'
 TK0482'TO REACH THE STATION FROM THE HAVRE POST OFFICE, GO FIRST
 TK0482'NORTH THEN EAST ON U.S. HIGHWAY NO. 2 FOR 0.9 MILE TO WHERE
 TK0482'THE HIGHWAY BEARS TO THE LEFT.  THEN RIGHT, SOUTH, FOR 1.35
 TK0482'MILES TO A FORK.  THEN RIGHT, EASTERLY AND SOUTHERLY, FOR 9.5
 TK0482'MILES TO A GRAIN STORAGE TANK ON THE RIGHT.  THEN LEFT,
 TK0482'SOUTH AND EAST, FOR 5.25 MILES TO A WIRE GATE ON THE RIGHT.
 TK0482'THEN RIGHT, THROUGH GATE, (WESTERLY) FOR 1.15 MILES TO THE
 TK0482'AZIMUTH MARK AS DESCRIBED.  CONTINUE ON A TRACK ROAD, FIRST
 TK0482'WEST, SOUTH THEN EASTERLY FOR 1.2 MILES TO THE STATION AS
 TK0482'DESCRIBED.
 TK0482'
 TK0482'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 TK0482'CLEAR 1949.
 TK0482'
 TK0482'REFERENCE MARK NO. 1 IS 102 FEET WEST OF THE WIRE FENCE, AND
 TK0482'25 FEET NORTHEAST OF THE WITNESS POST.  IT PROJECTS 6 INCHES,
 TK0482'AND THE DISK IS STAMPED CLEAR NO 1 1949.
 TK0482'
 TK0482'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE NORTH EDGE OF THE
 TK0482'RIDGE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED CLEAR
 TK0482'NO 2 1949.
 TK0482'
 TK0482'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH OF THE STATION,
 TK0482'82 FEET EAST OF A FENCE CORNER, 29 FEET SOUTHWEST OF THE WEST
 TK0482'GATE POST OF A WIRE GATE, AND 4 FEET SOUTH OF A WITNESS POST.
 TK0482'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED CLEAR 1949.
 TK0482'
 TK0482'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 TK0482'CONCRETE POSTS.
 TK0482'
 TK0482'FOUR FOOT WOODEN STANDS AT CLIFF, BOX ELDER (USGS), BLAINE,
 TK0482'BEAN, TIMBER, AND LLOYD ARE VISIBLE FROM THE GROUND.
 TK0482
 TK0482                          STATION RECOVERY (1957)
 TK0482
 TK0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TK0482'RECOVERED.
 TK0482'
 TK0482'STATION MARK - STANDARD NGS DISK SET IN TOP OF 12 IN. SQUARE CONCRETE
 TK0482'POST, PROJECTING 6 IN. STAMPED --- CLEAR 1949 ---.
 TK0482'
 TK0482'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0973 ***********************************************************************
 TM0973  DESIGNATION -  CLEAR
 TM0973  PID         -  TM0973
 TM0973  STATE/COUNTY-  MT/GLACIER
 TM0973  USGS QUAD   -  HEADLIGHT BUTTE NE (1968)
 TM0973
 TM0973                         *CURRENT SURVEY CONTROL
 TM0973  ___________________________________________________________________
 TM0973* NAD 83(1992)-  48 58 31.33647(N)    112 20 58.82982(W)     ADJUSTED  
 TM0973* NAVD 88     -      1305.     (meters)    4281.     (feet)  SCALED    
 TM0973  ___________________________________________________________________
 TM0973  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 TM0973  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 TM0973
 TM0973  HORZ ORDER  -  THIRD
 TM0973
 TM0973.The horizontal coordinates were established by classical geodetic methods
 TM0973.and adjusted by the National Geodetic Survey in July 1992..
 TM0973
 TM0973.The orthometric height was scaled from a topographic map.
 TM0973
 TM0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0973
 TM0973.The geoid height was determined by GEOID03.
 TM0973
 TM0973;                    North         East     Units Scale Factor Converg.
 TM0973;SPC MT       -   528,923.155   391,430.545   MT  0.99998494   -2 05 04.4
 TM0973;SPC MT       - 1,735,312.19  1,284,220.95   iFT  0.99998494   -2 05 04.4
 TM0973;UTM  12      - 5,425,595.611   401,233.955   MT  0.99971983   -1 01 05.9
 TM0973
 TM0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0973!SPC MT       -   0.99979781  x   0.99998494  =   0.99978275
 TM0973!UTM  12      -   0.99979781  x   0.99971983  =   0.99951769
 TM0973
 TM0973:                Primary Azimuth Mark                     Grid Az
 TM0973:SPC MT       -  RAIN                                     029 08 55.9
 TM0973:UTM  12      -  RAIN                                     028 04 57.4
 TM0973
 TM0973|---------------------------------------------------------------------|
 TM0973| PID    Reference Object                     Distance      Geod. Az  |
 TM0973|                                                           dddmmss.s |
 TM0973| TM0996 RAIN                                APPROX. 3.0 KM 0270351.5 |
 TM0973|---------------------------------------------------------------------|
 TM0973
 TM0973                          SUPERSEDED SURVEY CONTROL
 TM0973
 TM0973  NAD 83(1986)-  48 58 31.34328(N)    112 20 58.82512(W) AD(       ) 3
 TM0973
 TM0973.Superseded values are not recommended for survey control.
 TM0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0973.See file dsdata.txt to determine how the superseded data were derived.
 TM0973
 TM0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0123425596(NAD 83)
 TM0973_MARKER: Z = SEE DESCRIPTION
 TM0973_SETTING: 0 = UNSPECIFIED SETTING
 TM0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0973
 TM0973  HISTORY     - Date     Condition        Report By
 TM0973  HISTORY     - 1910     MONUMENTED       IBC
 TM0973
 TM0973                          STATION DESCRIPTION
 TM0973
 TM0973'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TM0973'ABOUT 1-1/2 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 321 AND A
 TM0973'LITTLE MORE THAN ONE - HALF MILE EAST OF THE FENCE MARKING THE EAST
 TM0973'BOUNDARY OF THE BLACKFEET INDIAN RESERVATION.  THE STATION IS ON A
 TM0973'ROUNDED BUTTE IN SE 1/4 SECTION 11, TOWNSHIP 37 N, RANGE 6 W,
 TM0973'PRINCIPAL MERIDIAN.  TWO SMALL LAKES LIE SOUTH OF THE BUTTE.
 TM0973'
 TM0973'STATION MARK--A STONE PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0486 ***********************************************************************
 RT0486  DESIGNATION -  CLEARVIEW
 RT0486  PID         -  RT0486
 RT0486  STATE/COUNTY-  MT/PRAIRIE
 RT0486  USGS QUAD   -  CORRAL BUTTE (1969)
 RT0486
 RT0486                         *CURRENT SURVEY CONTROL
 RT0486  ___________________________________________________________________
 RT0486* NAD 83(1992)-  46 36 38.06397(N)    105 22 34.21360(W)     ADJUSTED  
 RT0486* NAVD 88     -       888.     (meters)    2913.     (feet)  SCALED    
 RT0486  ___________________________________________________________________
 RT0486  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 RT0486  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RT0486
 RT0486  HORZ ORDER  -  FIRST
 RT0486
 RT0486.The horizontal coordinates were established by classical geodetic methods
 RT0486.and adjusted by the National Geodetic Survey in July 1992..
 RT0486
 RT0486.The orthometric height was scaled from a topographic map.
 RT0486
 RT0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0486
 RT0486.The geoid height was determined by GEOID03.
 RT0486
 RT0486;                    North         East     Units Scale Factor Converg.
 RT0486;SPC MT       -   270,621.518   915,583.550   MT  0.99941711   +3 00 59.8
 RT0486;SPC MT       -   887,865.87  3,003,883.04   iFT  0.99941711   +3 00 59.8
 RT0486;UTM  13      - 5,161,958.733   471,194.310   MT  0.99961020   -0 16 24.1
 RT0486
 RT0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0486!SPC MT       -   0.99986341  x   0.99941711  =   0.99928060
 RT0486!UTM  13      -   0.99986341  x   0.99961020  =   0.99947367
 RT0486
 RT0486:                Primary Azimuth Mark                     Grid Az
 RT0486:SPC MT       -  CLEARVIEW AZ MK                          005 36 29.2
 RT0486:UTM  13      -  CLEARVIEW AZ MK                          008 53 53.1
 RT0486
 RT0486|---------------------------------------------------------------------|
 RT0486| PID    Reference Object                     Distance      Geod. Az  |
 RT0486|                                                           dddmmss.s |
 RT0486| CQ8106 CLEARVIEW AZ MK                                    0083729.0 |
 RT0486| CQ8107 CLEARVIEW RM 1                       25.105 METERS 25022     |
 RT0486| CQ8108 CLEARVIEW RM 2                       28.268 METERS 32529     |
 RT0486|---------------------------------------------------------------------|
 RT0486
 RT0486                          SUPERSEDED SURVEY CONTROL
 RT0486
 RT0486  NAD 83(1986)-  46 36 38.05663(N)    105 22 34.18185(W) AD(       ) 1
 RT0486  NAD 27      -  46 36 38.03800(N)    105 22 32.22500(W) AD(       ) 1
 RT0486
 RT0486.Superseded values are not recommended for survey control.
 RT0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0486.See file dsdata.txt to determine how the superseded data were derived.
 RT0486
 RT0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM7119461959(NAD 83)
 RT0486_MARKER: DS = TRIANGULATION STATION DISK
 RT0486_SETTING: 66 = SET IN ROCK OUTCROP
 RT0486
 RT0486  HISTORY     - Date     Condition        Report By
 RT0486  HISTORY     - 1934     MONUMENTED       CGS
 RT0486  HISTORY     - 1977     GOOD             LOCSUR
 RT0486
 RT0486                          STATION DESCRIPTION
 RT0486
 RT0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0486'STATION IS ON A HIGH, GRASSY HILL, HAVING SCRUB PINES ON THE
 RT0486'SLOPE, LYING ON THE DIVIDE BETWEEN POWDER AND YELLOWSTONE
 RT0486'RIVERS.  IT IS ABOUT 12 MILES SOUTH-SOUTHWEST OF TERRY AND IS
 RT0486'ON THE BLUFFS ON THE WEST SIDE OF POWDER RIVER AND OVERLOOKS
 RT0486'THE DRAINAGE ON ALL SIDES.  STATION IS ABOUT 3 MILES, AIRLINE,
 RT0486'SOUTH OF CLEARWATER SCHOOL.
 RT0486'
 RT0486'TO REACH FROM TERRY, GO WEST ON PAVED HIGHWAY (U.S. 10) 9.1
 RT0486'MILES TO BLATCHFORD, A FLAG STATION OF THE HIGHWAY AND RAILROAD.
 RT0486'TURN LEFT OR SOUTHEAST OFF THE PAVEMENT, AND FOLLOW A TRACK ROAD
 RT0486'0.5 MILE TO A FENCE CORNER, TURN LEFT AND FOLLOW THE MAIN
 RT0486'ROAD EAST AND SOUTH 1.2 MILES TO RANCH HOUSE, PASS THROUGH A
 RT0486'GATE TO RIGHT OF THE HOUSE, AND GO UP VALLEY 0.9 MILE TO A GATE,
 RT0486'PASS THROUGH GATE AND CONTINUE ON FOR 0.4 MILE TO ANOTHER
 RT0486'GATE AT LEFT AND CROSSROADS, FOLLOW ROAD ALONG WEST SIDE OF
 RT0486'FENCE FOR 0.7 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE
 RT0486'0.6 MILE, TURN LEFT AT THE WRIGHT RANCH AND FOLLOW THE TRACK
 RT0486'ROAD EAST THROUGH A PASTURE 0.7 MILE, TAKE LEFT FORK ON DIM
 RT0486'ROAD 0.7 MILE, PASS THROUGH GATE AND CONTINUE STRAIGHT
 RT0486'AHEAD 2.4 MILES TO AZIMUTH, WHICH IS TO THE RIGHT OF ROAD
 RT0486'IN LARGE OUTCROPPING BEDROCK.  STATION IS 1.3 MILES FARTHER
 RT0486'ON, TURN LEFT UP STEEP SLOPE TO TOP OF HILL AND STATION.
 RT0486'
 RT0486'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 RT0486'SET IN DRILL HOLES IN ROCK OUTCROPS.
 RT0486
 RT0486                          STATION RECOVERY (1977)
 RT0486
 RT0486'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (AW)
 RT0486'CLEARVIEW 1934 RECOVERED IN GOOD CONDITION.
 RT0486'
 RT0486'AZ. MARK, REF. MARKS NO. 1, NO. 2 ALSO RECOVERED IN GOOD CONDITION.
 RT0486'
 RT0486'DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SOUTH-SOUTHWEST
 RT0486'OF TERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1588 ***********************************************************************
 SS1588  DESIGNATION -  CLEIV
 SS1588  PID         -  SS1588
 SS1588  STATE/COUNTY-  MT/TETON
 SS1588  USGS QUAD   -  CLEIV (1983)
 SS1588
 SS1588                         *CURRENT SURVEY CONTROL
 SS1588  ___________________________________________________________________
 SS1588* NAD 83(1992)-  47 42 17.80561(N)    111 54 34.05549(W)     ADJUSTED  
 SS1588* NAVD 88     -      1206.83   (+/-2cm)    3959.4    (feet)  VERTCON   
 SS1588  ___________________________________________________________________
 SS1588  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 SS1588  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SS1588
 SS1588  HORZ ORDER  -  THIRD
 SS1588  VERT ORDER  -  THIRD ? (See Below)
 SS1588
 SS1588.The horizontal coordinates were established by classical geodetic methods
 SS1588.and adjusted by the National Geodetic Survey in July 1992..
 SS1588
 SS1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1588.The vertical order pertains to the NGVD 29 superseded value.
 SS1588
 SS1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1588
 SS1588.The geoid height was determined by GEOID03.
 SS1588
 SS1588;                    North         East     Units Scale Factor Converg.
 SS1588;SPC MT       -   386,685.597   419,295.465   MT  0.99946569   -1 45 45.1
 SS1588;SPC MT       - 1,268,653.53  1,375,641.29   iFT  0.99946569   -1 45 45.1
 SS1588;UTM  12      - 5,283,907.594   431,772.721   MT  0.99965720   -0 40 21.9
 SS1588
 SS1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1588!SPC MT       -   0.99981313  x   0.99946569  =   0.99927892
 SS1588!UTM  12      -   0.99981313  x   0.99965720  =   0.99947039
 SS1588
 SS1588                          SUPERSEDED SURVEY CONTROL
 SS1588
 SS1588  NAD 83(1986)-  47 42 17.80804(N)    111 54 34.03886(W) AD(       ) 3
 SS1588  NGVD 29 (05/18/92) 1205.87   (m)         3956.3    (f) LEVELING    3  
 SS1588
 SS1588.Superseded values are not recommended for survey control.
 SS1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1588.See file dsdata.txt to determine how the superseded data were derived.
 SS1588
 SS1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT3177383908(NAD 83)
 SS1588_MARKER: DS = TRIANGULATION STATION DISK
 SS1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1588+STABILITY: SURFACE MOTION
 SS1588
 SS1588  HISTORY     - Date     Condition        Report By
 SS1588  HISTORY     - 1947     MONUMENTED       USGS
 SS1588
 SS1588                          STATION DESCRIPTION
 SS1588
 SS1588'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1588'STATION IS LOCATED 1.0 MI. N. OF RAILROAD CROSSING (GREAT NORTHERN) AT
 SS1588'CLEIV, MONTANA, AND 0.25 MI. W. OF N-S. SECTION LINE RD., ON S. END OF
 SS1588'SPUR RIDGE, IN NW. 1/4 SE. 1/4 SEC. 31, T 23 N, R 2 W.
 SS1588'
 SS1588'TO REACH STATION FROM FAIRFIELD, MONTANA, PROCEED ON U.S. HIGHWAY 89
 SS1588'E. 2.5 MI. TO RIGHT ANGLE BEND IN MAIN HIGHWAY, CONTINUE E. ON GRAVEL
 SS1588'RD. 1 MI., TURN LEFT (N.) 6 MI. TO RAILROAD CROSSING AT CLEIV,
 SS1588'MONTANA.  TURN LEFT ON DIM FIELD RD. THROUGH GATE IN N-S. FENCE,
 SS1588'THENCE N. UP DRAW TO TOP OF FIRST BENCH.  CONTINUE N. TO TOP OF
 SS1588'SECOND BENCH.  STATION IS ON S. END OF MOST PROMINENT SPUR RIDGE.
 SS1588'CAN BE REACHED BY CAR.
 SS1588'
 SS1588'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1588'---CLEIV 1947---.
 SS1588'
 SS1588'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT, 45.5
 SS1588'FT. FROM STATION MARK N 56 DEGREES 18 MINUTES W.
 SS1588'
 SS1588'REFERENCE MARK NO. 2--STANDARD TABLET SET IN CONCRETE MONUMENT, 41.9
 SS1588'FT. FROM STATION MARK N 26 DEGREES 03 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1009 ***********************************************************************
 TM1009  DESIGNATION -  CLEVELAND
 TM1009  PID         -  TM1009
 TM1009  STATE/COUNTY-  MT/GLACIER
 TM1009  USGS QUAD   -  MOUNT CLEVELAND (1968)
 TM1009
 TM1009                         *CURRENT SURVEY CONTROL
 TM1009  ___________________________________________________________________
 TM1009* NAD 83(1992)-  48 55 29.54973(N)    113 50 53.50853(W)     ADJUSTED  
 TM1009* NAVD 88     -      3194.     (meters)   10479.     (feet)  SCALED    
 TM1009  ___________________________________________________________________
 TM1009  LAPLACE CORR-          10.86  (seconds)                    DEFLEC99
 TM1009  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 TM1009
 TM1009  HORZ ORDER  -  THIRD
 TM1009
 TM1009.The horizontal coordinates were established by classical geodetic methods
 TM1009.and adjusted by the National Geodetic Survey in July 1992..
 TM1009
 TM1009.The orthometric height was scaled from a topographic map.
 TM1009
 TM1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1009
 TM1009.The geoid height was determined by GEOID03.
 TM1009
 TM1009;                    North         East     Units Scale Factor Converg.
 TM1009;SPC MT       -   528,355.096   281,534.489   MT  0.99995465   -3 10 50.6
 TM1009;SPC MT       - 1,733,448.48    923,669.58   iFT  0.99995465   -3 10 50.6
 TM1009;UTM  12      - 5,423,015.080   291,374.222   MT  1.00013473   -2 08 52.4
 TM1009
 TM1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1009!SPC MT       -   0.99950204  x   0.99995465  =   0.99945671
 TM1009!UTM  12      -   0.99950204  x   1.00013473  =   0.99963670
 TM1009
 TM1009                          SUPERSEDED SURVEY CONTROL
 TM1009
 TM1009  NAD 83(1986)-  48 55 29.56071(N)    113 50 53.50278(W) AD(       ) 3
 TM1009
 TM1009.Superseded values are not recommended for survey control.
 TM1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1009.See file dsdata.txt to determine how the superseded data were derived.
 TM1009
 TM1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV9137423015(NAD 83)
 TM1009_MARKER: DD = SURVEY DISK
 TM1009_SETTING: 0 = UNSPECIFIED SETTING
 TM1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM1009
 TM1009  HISTORY     - Date     Condition        Report By
 TM1009  HISTORY     - 1901     MONUMENTED       IBC
 TM1009  HISTORY     - 1909     GOOD             IBC
 TM1009
 TM1009                          STATION DESCRIPTION
 TM1009
 TM1009'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1901
 TM1009'ON THE SUMMIT OF MOUNT CLEVELAND IN GLACIER NATIONAL PARK.  THIS
 TM1009'MOUNTAIN, ONE OF THE HIGHEST IN THE PARK, IS ON THE DIVING RIDGE
 TM1009'BETWEEN THE WATERS OF LITTLE KOOTENAI CREEK ON THE NORTH AND BELLY
 TM1009'RIVER ON THE EAST.  IT HAS A CLIFF ABOUT 4000 FEET HIGH ON THE NORTH
 TM1009'AND EAST.
 TM1009'
 TM1009'STATION MARK--AN ALUMINUM DISK CEMENTED IN A FLAT ROCK BURIED IN THE
 TM1009'GROUND UNDER THE CENTER OF A CAIRN 8 FEET HIGH.
 TM1009
 TM1009                          STATION RECOVERY (1909)
 TM1009
 TM1009'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1909
 TM1009'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1023 ***********************************************************************
 RX1023  DESIGNATION -  CLEVELAND MOUNTAIN
 RX1023  PID         -  RX1023
 RX1023  STATE/COUNTY-  MT/RAVALLI
 RX1023  USGS QUAD   -  CLEVELAND MOUNTAIN (1989)
 RX1023
 RX1023                         *CURRENT SURVEY CONTROL
 RX1023  ___________________________________________________________________
 RX1023* NAD 83(1992)-  46 36 53.66106(N)    113 48 59.03257(W)     ADJUSTED  
 RX1023* NAVD 88     -      2237.6    (meters)    7341.     (feet)  VERTCON   
 RX1023  ___________________________________________________________________
 RX1023  LAPLACE CORR-           8.26  (seconds)                    DEFLEC99
 RX1023  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 RX1023
 RX1023  HORZ ORDER  -  THIRD
 RX1023
 RX1023.The horizontal coordinates were established by classical geodetic methods
 RX1023.and adjusted by the National Geodetic Survey in July 1992..
 RX1023
 RX1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1023
 RX1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1023
 RX1023.The geoid height was determined by GEOID03.
 RX1023
 RX1023;                    North         East     Units Scale Factor Converg.
 RX1023;SPC MT       -   271,896.100   269,720.904   MT  0.99941658   -3 09 26.9
 RX1023;SPC MT       -   892,047.57    884,911.10   iFT  0.99941658   -3 09 26.9
 RX1023;UTM  12      - 5,166,224.829   284,352.957   MT  1.00017164   -2 02 51.4
 RX1023
 RX1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1023!SPC MT       -   0.99965158  x   0.99941658  =   0.99906836
 RX1023!UTM  12      -   0.99965158  x   1.00017164  =   0.99982316
 RX1023
 RX1023                          SUPERSEDED SURVEY CONTROL
 RX1023
 RX1023  NAD 83(1986)-  46 36 53.66824(N)    113 48 59.03862(W) AD(       ) 3
 RX1023  NGVD 29 (05/15/92) 2236.4    (m)         7337.     (f) VERT ANG       
 RX1023
 RX1023.Superseded values are not recommended for survey control.
 RX1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1023.See file dsdata.txt to determine how the superseded data were derived.
 RX1023
 RX1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS8435366225(NAD 83)
 RX1023_MARKER: DD = SURVEY DISK
 RX1023_SETTING: 0 = UNSPECIFIED SETTING
 RX1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1023
 RX1023  HISTORY     - Date     Condition        Report By
 RX1023  HISTORY     - 1957     MONUMENTED       USGS
 RX1023
 RX1023                          STATION DESCRIPTION
 RX1023
 RX1023'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RX1023'STATION IS LOCATED ON THE S. END AND HIGHEST POINT OF CLEVELAND
 RX1023'MOUNTAIN, 12.5 AIRLINE MI. E. OF FLORENCE, 15 AIRLINE MI. NE. OF
 RX1023'STEVENSVILLE, T 10 N, R 18 W, ON THE BITTERROOT DIVIDE OF THE SAPHIRE
 RX1023'MOUNTAINS MARKING THE BOUNDARY BETWEEN RAVALLI AND GRANITE COUNTIES.
 RX1023'
 RX1023'TO REACH THE STATION FROM FLORENCE, GO E. AND S. ON THE E. SIDE
 RX1023'HIGHWAY 5.1 MI. TO T-RD. E., E. ON GRAVEL RD. 1.8 MI. TO T-RD. S., S.
 RX1023'0.7 MI. TO CROSSROADS, TURN LEFT FOR 2.1 MI. TO T-RD. JUNCTION, TURN
 RX1023'LEFT 3.1 MI. TO Y-RD. AT CROSSING OF THREE MILE CREEK, LEFT UP THE
 RX1023'CREEK 1.6 MI. TO ANOTHER Y-RD. JUNCTION, TURN LEFT 0.9 MI. TO LEFT
 RX1023'TURN ACROSS DRAIN AT Y-RD., LEFT 0.2 MI. TO CROSSROAD, TURN RIGHT
 RX1023'1.6 MI. TO TOP OF RIDGE ON CROSSROAD TO ANOTHER CROSSROAD (LOGGING
 RX1023'RD.), CONTINUE E. UP RIDGE TRAIL 3.8 MI. TO TRAIL FORK, LEFT 0.4
 RX1023'MI. TO ANOTHER TRAIL FORK AND WHITE SIGN (CLEVELAND MOUNTAIN ROAD),
 RX1023'LEFT 0.3 MI. UP RIDGE ON S. SIDE OF MOUNTAIN TO POINT 350 FT. S. OF
 RX1023'BELOW STATION MARK.  WALK TO TOP AND STATION MARK.
 RX1023'
 RX1023'MARK IS LOCATED ON HIGHEST POINT OF HILL IN HEAVY TIMBER.  MUCH
 RX1023'TIMBER HAS BEEN CUT TO CLEAR OUT LINES OF SIGHT.
 RX1023'
 RX1023'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED IN A FLAT
 RX1023'BURIED ROCK FLUSH WITH THE GROUND AND COVERED BY A PILE OF ROCKS,
 RX1023'STAMPED---CLEVELAND MOUNTAIN 1957---.
 RX1023'
 RX1023'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0561 ***********************************************************************
 QW0561  DESIGNATION -  CLIFF
 QW0561  PID         -  QW0561
 QW0561  STATE/COUNTY-  MT/YELLOWSTONE
 QW0561  USGS QUAD   -  RIMROCK (1956)
 QW0561
 QW0561                         *CURRENT SURVEY CONTROL
 QW0561  ___________________________________________________________________
 QW0561* NAD 83(1992)-  45 47 05.97507(N)    108 44 47.34613(W)     ADJUSTED  
 QW0561* NAVD 88     -      1203.8    (meters)    3949.     (feet)  VERTCON   
 QW0561  ___________________________________________________________________
 QW0561  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 QW0561  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 QW0561
 QW0561  HORZ ORDER  -  THIRD
 QW0561
 QW0561.The horizontal coordinates were established by classical geodetic methods
 QW0561.and adjusted by the National Geodetic Survey in July 1992..
 QW0561
 QW0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0561
 QW0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0561
 QW0561.The geoid height was determined by GEOID03.
 QW0561
 QW0561;                    North         East     Units Scale Factor Converg.
 QW0561;SPC MT       -   170,871.904   658,572.233   MT  0.99961963   +0 33 04.3
 QW0561;SPC MT       -   560,603.36  2,160,670.06   iFT  0.99961963   +0 33 04.3
 QW0561;UTM  12      - 5,072,628.812   675,168.336   MT  0.99997724   +1 36 56.0
 QW0561
 QW0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0561!SPC MT       -   0.99981333  x   0.99961963  =   0.99943303
 QW0561!UTM  12      -   0.99981333  x   0.99997724  =   0.99979058
 QW0561
 QW0561:                Primary Azimuth Mark                     Grid Az
 QW0561:SPC MT       -  BILLINGS AIRPORT BEACON                  082 26 29.2
 QW0561:UTM  12      -  BILLINGS AIRPORT BEACON                  081 22 37.5
 QW0561
 QW0561|---------------------------------------------------------------------|
 QW0561| PID    Reference Object                     Distance      Geod. Az  |
 QW0561|                                                           dddmmss.s |
 QW0561| QW0558 BILLINGS AIRPORT BEACON             APPROX.16.3 KM 0825933.5 |
 QW0561| QW0570 WINTER                              APPROX. 5.1 KM 1935338.6 |
 QW0561|---------------------------------------------------------------------|
 QW0561
 QW0561                          SUPERSEDED SURVEY CONTROL
 QW0561
 QW0561  NAD 83(1986)-  45 47 05.96882(N)    108 44 47.32714(W) AD(       ) 3
 QW0561  NAD 27      -  45 47 06.14641(N)    108 44 44.81172(W) AD(       ) 3
 QW0561  NGVD 29 (07/19/86) 1203.0    (m)         3947.     (f) VERT ANG       
 QW0561
 QW0561.Superseded values are not recommended for survey control.
 QW0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0561.See file dsdata.txt to determine how the superseded data were derived.
 QW0561
 QW0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7516872629(NAD 83)
 QW0561_MARKER: DB = BENCH MARK DISK
 QW0561_SETTING: 66 = SET IN ROCK OUTCROP
 QW0561_SP_SET: SET IN BEDROCK
 QW0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0561+STABILITY: POSITION/ELEVATION WELL
 QW0561
 QW0561  HISTORY     - Date     Condition        Report By
 QW0561  HISTORY     - 1952     MONUMENTED       USGS
 QW0561
 QW0561                          STATION DESCRIPTION
 QW0561
 QW0561'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0561'STATION IS LOCATED ON SANDSTONE RIM OVERLOOKING VALLEY TO THE S. ABOUT
 QW0561'11.8 MI. W. OF BILLINGS, IN SEC.33, T.1 N.,R 24 -.
 QW0561'TO REACH FROM BILLINGS POST OFFICE, GO W. ON FIRST AVENUE 9.5 BLOCKS
 QW0561'TO DIVISION ST.  GO N. ON DIVISION ST. 7 BLOCKS TO GRAND AVE.  GO W.
 QW0561'ON GRAND AVE. 5 BLOCKS TO BILLINGS SENIOR HIGH SCHOOL.  CONTINUE W.
 QW0561'ON GRAND AVE. 10.1 MI. TO END OF GRAND AVE.  STATION IS ON HIGH BLUFF
 QW0561'TO NW. JEEP CAN BE TAKEN TO STATION BY COMING IN FROM N.
 QW0561'
 QW0561'STATION MARK - STANDARD BM TABLET CEMENTED IN BED ROCK STAMPED,
 QW0561'---CLIFF 1952---.
 QW0561'
 QW0561'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0483 ***********************************************************************
 TK0483  DESIGNATION -  CLIFF
 TK0483  PID         -  TK0483
 TK0483  STATE/COUNTY-  MT/HILL
 TK0483  USGS QUAD   -  SHAMBO NE (1984)
 TK0483
 TK0483                         *CURRENT SURVEY CONTROL
 TK0483  ___________________________________________________________________
 TK0483* NAD 83(1992)-  48 26 25.43524(N)    109 35 37.48394(W)     ADJUSTED  
 TK0483* NAVD 88     -      1120.1    (meters)    3675.     (feet)  VERTCON   
 TK0483  ___________________________________________________________________
 TK0483  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 TK0483  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 TK0483
 TK0483  HORZ ORDER  -  SECOND
 TK0483
 TK0483.The horizontal coordinates were established by classical geodetic methods
 TK0483.and adjusted by the National Geodetic Survey in July 1992..
 TK0483
 TK0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0483
 TK0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0483
 TK0483.The geoid height was determined by GEOID03.
 TK0483
 TK0483;                    North         East     Units Scale Factor Converg.
 TK0483;SPC MT       -   465,651.317   593,066.003   MT  0.99970489   -0 04 06.9
 TK0483;SPC MT       - 1,527,727.42  1,945,754.60   iFT  0.99970489   -0 04 06.9
 TK0483;UTM  12      - 5,366,205.706   604,003.106   MT  0.99973290   +1 03 08.4
 TK0483
 TK0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0483!SPC MT       -   0.99982694  x   0.99970489  =   0.99953188
 TK0483!UTM  12      -   0.99982694  x   0.99973290  =   0.99955988
 TK0483
 TK0483:                Primary Azimuth Mark                     Grid Az
 TK0483:SPC MT       -  CHINOOK MUNICIPAL TANK                   057 32 14.9
 TK0483:UTM  12      -  CHINOOK MUNICIPAL TANK                   056 24 59.6
 TK0483
 TK0483|---------------------------------------------------------------------|
 TK0483| PID    Reference Object                     Distance      Geod. Az  |
 TK0483|                                                           dddmmss.s |
 TK0483| TK0454 CHINOOK MUNICIPAL TANK              APPROX.31.9 KM 0572808.0 |
 TK0483| TK0452 CHINOOK U AND I SUGAR CO STK        APPROX.32.4 KM 0585013.1 |
 TK0483| CQ5305 CLIFF AZ MK                                        0775856.0 |
 TK0483| TK0490 MOUNT BEAR PAW HIGHEST PEAK         APPROX.32.7 KM 1872632.3 |
 TK0483| CQ5306 CLIFF RM 1                                         24847     |
 TK0483| TK0515 HAVRE MUNICIPAL AIRPORT BEACON      APPROX.17.1 KM 3133745.0 |
 TK0483| CQ5307 CLIFF RM 2                                         32748     |
 TK0483| TK0508 HAVRE RADIO STATION KOJM MAST       APPROX.14.9 KM 3431130.4 |
 TK0483|---------------------------------------------------------------------|
 TK0483
 TK0483                          SUPERSEDED SURVEY CONTROL
 TK0483
 TK0483  NAD 83(1986)-  48 26 25.43796(N)    109 35 37.46885(W) AD(       ) 2
 TK0483  NAD 27      -  48 26 25.44900(N)    109 35 34.76000(W) AD(       ) 2
 TK0483  NGVD 29 (07/19/86) 1119.3    (m)         3672.     (f) VERT ANG       
 TK0483
 TK0483.Superseded values are not recommended for survey control.
 TK0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0483.See file dsdata.txt to determine how the superseded data were derived.
 TK0483
 TK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU0400366206(NAD 83)
 TK0483_MARKER: DS = TRIANGULATION STATION DISK
 TK0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0483
 TK0483  HISTORY     - Date     Condition        Report By
 TK0483  HISTORY     - 1949     MONUMENTED       CGS
 TK0483  HISTORY     - 1959     GOOD             USGS
 TK0483
 TK0483                          STATION DESCRIPTION
 TK0483
 TK0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0483'STATION IS LOCATED ABOUT 12 MILES SOUTH OF HAVRE, ON A HIGH,
 TK0483'PROMINENT, WOODED KNOLL THAT IS THE HIGHEST POINT IN THE
 TK0483'IMMEDIATE VICINITY.  IT IS 110 FEET NORTH OF A FENCE, 8 FEET
 TK0483'NORTH OF A WITNESS POST AND ON LAND OWNED BY MR. ARTHUR DAVY.
 TK0483'
 TK0483'TO REACH FROM THE SOUTH END OF THE OVERPASS ON THE SOUTH
 TK0483'EDGE OF HAVRE, GO WEST ON U.S. HIGHWAY 2 FOR 1 BLOCK, TURN
 TK0483'LEFT, SOUTH, FOR 0.6 MILE, TURN RIGHT, WEST, FOR 1 BLOCK, TURN
 TK0483'LEFT, SOUTH, FOR 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 TK0483'GO EAST AND SOUTH FOR 6.55 MILES TO A GATE ON THE LEFT, TURN
 TK0483'LEFT THROUGH GATE AND GO EAST AND SOUTH FOR 0.45 MILE TO ANOTHER
 TK0483'GATE, TURN LEFT THROUGH GATE AND GO EAST FOR 0.5 MILE TO SOME
 TK0483'OLD BUILDINGS ON EACH SIDE OF THE ROAD, CONTINUE EAST FOR
 TK0483'1.0 MILE TO MR. H.D. NEWBYS HOME, PASS THROUGH THE TWO
 TK0483'BUILDINGS FOR 0.1 MILE TO A GATE, CONTINUE THROUGH GATE AND GO
 TK0483'0.4 MILE TO TOP OF HILL AND A FORK, TAKE RIGHT FORK FOR 0.15
 TK0483'MILE TO A T-ROAD, TURN RIGHT FOR 0.4 MILE TO A GATE, PASS
 TK0483'THROUGH GATE AND GO 0.1 MILE TO A FORK, TAKE RIGHT FORK
 TK0483'AND GO 0.25 MILE TO A GATE, PASS THROUGH GATE FOR 0.05
 TK0483'MILE TO ANOTHER GATE, TURN RIGHT ALONG NORTH SIDE OF FENCE FOR
 TK0483'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE UP HILL FOR
 TK0483'0.25 MILE TO TOP OF HILL AND THE STATION.
 TK0483'
 TK0483'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLIFF
 TK0483'1949.
 TK0483'
 TK0483'REFERENCE MARK NO. 1 IS 115 FEET NORTH OF A FENCE.  THE MARK
 TK0483'PROJECTS 3 INCHES AND THE DISK IS STAMPED CLIFF NO 1 1949.
 TK0483'
 TK0483'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TK0483'CLIFF NO 2 1949.
 TK0483'
 TK0483'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE FROM THE STATION,
 TK0483'4 FEET WEST OF A WITNESS POST, AND 4 FEET NORTH OF A FENCE.
 TK0483'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLIFF 1949.
 TK0483'
 TK0483'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 TK0483'CONCRETE POSTS.
 TK0483'
 TK0483'STATIONS HILL, BOX ELDER (USGS), AND CLEAR ARE VISIBLE FROM
 TK0483'THE GROUND.
 TK0483
 TK0483                          STATION RECOVERY (1959)
 TK0483
 TK0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 TK0483'RECOVERED.
 TK0483'
 TK0483'STATION MARK - NGS STANDARD DISK STAMPED ---CLIFF 1949---.
 TK0483'
 TK0483'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0974 ***********************************************************************
 TM0974  DESIGNATION -  CLIFF
 TM0974  PID         -  TM0974
 TM0974  STATE/COUNTY-  MT/TOOLE
 TM0974  USGS QUAD   -  HILLSIDE COLONY (1968)
 TM0974
 TM0974                         *CURRENT SURVEY CONTROL
 TM0974  ___________________________________________________________________
 TM0974* NAD 83(1992)-  48 58 47.03044(N)    112 02 52.97440(W)     ADJUSTED  
 TM0974* NAVD 88     -      1146.     (meters)    3760.     (feet)  SCALED    
 TM0974  ___________________________________________________________________
 TM0974  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 TM0974  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 TM0974
 TM0974  HORZ ORDER  -  THIRD
 TM0974
 TM0974.The horizontal coordinates were established by classical geodetic methods
 TM0974.and adjusted by the National Geodetic Survey in July 1992..
 TM0974
 TM0974.The orthometric height was scaled from a topographic map.
 TM0974
 TM0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0974
 TM0974.The geoid height was determined by GEOID03.
 TM0974
 TM0974;                    North         East     Units Scale Factor Converg.
 TM0974;SPC MT       -   528,647.009   413,514.293   MT  0.99998759   -1 51 50.1
 TM0974;SPC MT       - 1,734,406.20  1,356,674.19   iFT  0.99998759   -1 51 50.1
 TM0974;UTM  12      - 5,425,731.743   423,312.577   MT  0.99967225   -0 47 26.8
 TM0974
 TM0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0974!SPC MT       -   0.99982284  x   0.99998759  =   0.99981043
 TM0974!UTM  12      -   0.99982284  x   0.99967225  =   0.99949515
 TM0974
 TM0974:                Primary Azimuth Mark                     Grid Az
 TM0974:SPC MT       -  BOUNDARY MON 329 CD US                   300 25 15.6
 TM0974:UTM  12      -  BOUNDARY MON 329 CD US                   299 20 52.3
 TM0974
 TM0974|---------------------------------------------------------------------|
 TM0974| PID    Reference Object                     Distance      Geod. Az  |
 TM0974|                                                           dddmmss.s |
 TM0974| TM0991 BOUNDARY MON 329 CD US              APPROX. 4.4 KM 2983325.5 |
 TM0974|---------------------------------------------------------------------|
 TM0974
 TM0974                          SUPERSEDED SURVEY CONTROL
 TM0974
 TM0974  NAD 83(1986)-  48 58 47.02975(N)    112 02 52.97621(W) AD(       ) 3
 TM0974
 TM0974.Superseded values are not recommended for survey control.
 TM0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0974.See file dsdata.txt to determine how the superseded data were derived.
 TM0974
 TM0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV2331325732(NAD 83)
 TM0974_MARKER: H = DRILL HOLE
 TM0974_SETTING: 80 = SET IN A BOULDER
 TM0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0974+STABILITY: SURFACE MOTION
 TM0974
 TM0974  HISTORY     - Date     Condition        Report By
 TM0974  HISTORY     - 1910     MONUMENTED       IBC
 TM0974
 TM0974                          STATION DESCRIPTION
 TM0974
 TM0974'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TM0974'ABOUT 1-1/2 MILES SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 330,
 TM0974'IN SECTION 7, TOWNSHIP 37 N, RANGE 3 W, PRINCIPAL MERIDIAN, ABOUT
 TM0974'200 METERS EAST AND SLIGHTLY NORTH OF THE MIDDLE OF THE SECTION.
 TM0974'THE STATION IS ABOUT 600 METERS SOUTH OF THE ROAD CROSSING BUCKEYE
 TM0974'COULEE, ON A RIDGE LYING NORTH AND SOUTH.
 TM0974'
 TM0974'STATION MARK--A CAIRN OVER A DRILL HOLE IN A FLAT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0546 ***********************************************************************
 TL0546  DESIGNATION -  CLIFF ROCK CAIRN
 TL0546  PID         -  TL0546
 TL0546  STATE/COUNTY-  MT/TOOLE
 TL0546  USGS QUAD   -  CAMERON LAKE (1962)
 TL0546
 TL0546                         *CURRENT SURVEY CONTROL
 TL0546  ___________________________________________________________________
 TL0546* NAD 83(1992)-  48 48 55.88213(N)    111 23 21.11055(W)     ADJUSTED  
 TL0546* NAVD 88     -      1324.4    (meters)    4345.     (feet)  VERTCON   
 TL0546  ___________________________________________________________________
 TL0546  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 TL0546  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 TL0546
 TL0546  HORZ ORDER  -  THIRD
 TL0546
 TL0546.The horizontal coordinates were established by classical geodetic methods
 TL0546.and adjusted by the National Geodetic Survey in July 1992..
 TL0546
 TL0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0546
 TL0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0546
 TL0546.The geoid height was determined by GEOID03.
 TL0546
 TL0546;                    North         East     Units Scale Factor Converg.
 TL0546;SPC MT       -   509,026.343   461,282.695   MT  0.99989182   -1 22 55.0
 TL0546;SPC MT       - 1,670,033.93  1,513,394.67   iFT  0.99989182   -1 22 55.0
 TL0546;UTM  12      - 5,407,021.690   471,428.166   MT  0.99961003   -0 17 34.5
 TL0546
 TL0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0546!SPC MT       -   0.99979480  x   0.99989182  =   0.99968665
 TL0546!UTM  12      -   0.99979480  x   0.99961003  =   0.99940491
 TL0546
 TL0546:                Primary Azimuth Mark                     Grid Az
 TL0546:SPC MT       -  GRASSY                                   139 40 18.4
 TL0546:UTM  12      -  GRASSY                                   138 34 57.9
 TL0546
 TL0546|---------------------------------------------------------------------|
 TL0546| PID    Reference Object                     Distance      Geod. Az  |
 TL0546|                                                           dddmmss.s |
 TL0546| TL0545 GRASSY                              APPROX. 6.6 KM 1381723.4 |
 TL0546|---------------------------------------------------------------------|
 TL0546
 TL0546                          SUPERSEDED SURVEY CONTROL
 TL0546
 TL0546  NAD 83(1986)-  48 48 55.88093(N)    111 23 21.11382(W) AD(       ) 3
 TL0546  NAD 27      -  48 48 55.92445(N)    111 23 18.10842(W) AD(       ) 3
 TL0546  NGVD 29 (07/19/86) 1323.4    (m)         4342.     (f) VERT ANG       
 TL0546
 TL0546.Superseded values are not recommended for survey control.
 TL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0546.See file dsdata.txt to determine how the superseded data were derived.
 TL0546
 TL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV7142807022(NAD 83)
 TL0546_MARKER: 72 = CAIRN
 TL0546_SETTING: 0 = UNSPECIFIED SETTING
 TL0546
 TL0546  HISTORY     - Date     Condition        Report By
 TL0546  HISTORY     - 1961     FIRST OBSERVED   USGS
 TL0546
 TL0546                          STATION DESCRIPTION
 TL0546
 TL0546'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 TL0546'STATION LOCATED ABOUT 9.0 MI. (AIRLINE) SW. OF WHITLASH, 24.0 MI.
 TL0546'(AIRLINE) N. OF GALATA, 4.0 MI. (AIRLINE) NW. OF GRASSY BUTTE, AT
 TL0546'N. END AND HIGHEST POINT OF S. SLOPING N-S. RIDGE.
 TL0546'
 TL0546'TO REACH FROM GREAT NORTHERN RAILROAD CROSSING AT GALATA, GO N. 19.0
 TL0546'MI. ALONG GOOD GRAVELED RD. TO JUNCTION WITH OILMONT ROAD, THEN W.
 TL0546'ALONG OILMONT ROAD 3.0 MI. TO CROSSROAD JUNCTION AT A SMALL SCHOOL,
 TL0546'THEN N. ON GRADED TRACK RD. 5.3 MI. TO A POINT ALONG TRACK RD. AT
 TL0546'CURVE, THEN GENERALLY NE. 0.7 MI. ONTO A RIDGE, AT END AND ITS
 TL0546'HIGHEST POINT.  THE LARGE ROCK CAIRN THAT IS THE STATION MARK IS
 TL0546'VISIBLE FOR MANY MILES AS YOU APPROACH THE AREA.
 TL0546'
 TL0546'STATION MARK--A ROCK CAIRN, 6.0 FT. ACROSS AT ITS BASE AND 8.0 FT.
 TL0546'HIGH.
 TL0546'
 TL0546'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0365 ***********************************************************************
 QV0365  DESIGNATION -  CLOUDY
 QV0365  PID         -  QV0365
 QV0365  STATE/COUNTY-  MT/BIG HORN
 QV0365  USGS QUAD   -  LEMON RANCH (1960)
 QV0365
 QV0365                         *CURRENT SURVEY CONTROL
 QV0365  ___________________________________________________________________
 QV0365* NAD 83(1992)-  45 54 21.88487(N)    107 40 59.91024(W)     ADJUSTED  
 QV0365* NAVD 88     -       990.44   (+/-2cm)    3249.5    (feet)  VERTCON   
 QV0365  ___________________________________________________________________
 QV0365  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 QV0365  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 QV0365
 QV0365  HORZ ORDER  -  THIRD
 QV0365  VERT ORDER  -  THIRD ? (See Below)
 QV0365
 QV0365.The horizontal coordinates were established by classical geodetic methods
 QV0365.and adjusted by the National Geodetic Survey in July 1992..
 QV0365
 QV0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0365.The vertical order pertains to the NGVD 29 superseded value.
 QV0365
 QV0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0365
 QV0365.The geoid height was determined by GEOID03.
 QV0365
 QV0365;                    North         East     Units Scale Factor Converg.
 QV0365;SPC MT       -   185,677.266   740,892.605   MT  0.99957719   +1 19 44.1
 QV0365;SPC MT       -   609,177.38  2,430,750.02   iFT  0.99957719   +1 19 44.1
 QV0365;UTM  13      - 5,087,113.729   291,876.266   MT  1.00013253   -1 55 40.2
 QV0365
 QV0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0365!SPC MT       -   0.99984704  x   0.99957719  =   0.99942429
 QV0365!UTM  13      -   0.99984704  x   1.00013253  =   0.99997955
 QV0365
 QV0365:                Primary Azimuth Mark                     Grid Az
 QV0365:SPC MT       -  FOSTER                                   009 30 49.3
 QV0365:UTM  13      -  FOSTER                                   012 46 13.6
 QV0365
 QV0365|---------------------------------------------------------------------|
 QV0365| PID    Reference Object                     Distance      Geod. Az  |
 QV0365|                                                           dddmmss.s |
 QV0365| QV0364 FOSTER                              APPROX. 9.1 KM 0105033.4 |
 QV0365| QV0368 HARDIN WATER TOWER SEC              APPROX.20.3 KM 1615404.5 |
 QV0365|---------------------------------------------------------------------|
 QV0365
 QV0365                          SUPERSEDED SURVEY CONTROL
 QV0365
 QV0365  NAD 83(1986)-  45 54 21.88089(N)    107 40 59.89003(W) AD(       ) 3
 QV0365  NAD 27      -  45 54 21.92679(N)    107 40 57.59242(W) AD(       ) 3
 QV0365  NGVD 29 (07/19/86)  989.73   (m)         3247.1    (f) LEVELING    3  
 QV0365
 QV0365.Superseded values are not recommended for survey control.
 QV0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0365.See file dsdata.txt to determine how the superseded data were derived.
 QV0365
 QV0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL9187687114(NAD 83)
 QV0365_MARKER: DD = SURVEY DISK
 QV0365_SETTING: 0 = UNSPECIFIED SETTING
 QV0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0365
 QV0365  HISTORY     - Date     Condition        Report By
 QV0365  HISTORY     - 1957     MONUMENTED       USGS
 QV0365
 QV0365                          STATION DESCRIPTION
 QV0365
 QV0365'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0365'STATION IS LOCATED IN T.2 N., R.32 E., SEC.24 ON A LOW TOP.
 QV0365'
 QV0365'TO REACH FROM HARDIN AT JUNCTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY
 QV0365'47 GO N. ON STATE HIGHWAY 47 FOR 9.8 MI. TO CURVE IN HIGHWAY AND
 QV0365'GRAVEL RD. N. TAKE GRAVEL RD. N. FOR 2.7 MI. TO T-RD. W. TURN LEFT W.
 QV0365'AND GO 0.5 MI. TO Y-RD.  TAKE LEFT FORK W. AND GO 1.4 MI. TO Y-RD.
 QV0365'TAKE RIGHT FORK AND GO 0.15 MI. TO CROSSROAD, CONTINUE STRAIGHT AHEAD
 QV0365'W. FOR 1.6 MI. TO Y-RD. TAKE LEFT FORK S. AND GO 0.5 MI. TO TOP OF
 QV0365'RIDGE.  AT TOP OF RIDGE TURN LEFT E. AND FOLLOW TOP OF RIDGE FOR 0.25
 QV0365'MI. TO STATION ON SMALL TOP.
 QV0365'
 QV0365'STATION MARK - USGS STANDARD TABLET SET IN TOP OF CONCRETE POST
 QV0365'STAMPED ---CLOUDY 1957---.
 QV0365'
 QV0365'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0623 ***********************************************************************
 QW0623  DESIGNATION -  CLOVER
 QW0623  PID         -  QW0623
 QW0623  STATE/COUNTY-  MT/SWEET GRASS
 QW0623  USGS QUAD   -  STEPHENS HILL NE (1957)
 QW0623
 QW0623                         *CURRENT SURVEY CONTROL
 QW0623  ___________________________________________________________________
 QW0623* NAD 83(1992)-  45 57 41.85573(N)    109 33 57.38197(W)     ADJUSTED  
 QW0623* NAVD 88     -      1618.9    (meters)    5311.     (feet)  VERTCON   
 QW0623  ___________________________________________________________________
 QW0623  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 QW0623  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 QW0623
 QW0623  HORZ ORDER  -  THIRD
 QW0623
 QW0623.The horizontal coordinates were established by classical geodetic methods
 QW0623.and adjusted by the National Geodetic Survey in July 1992..
 QW0623
 QW0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0623
 QW0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0623
 QW0623.The geoid height was determined by GEOID03.
 QW0623
 QW0623;                    North         East     Units Scale Factor Converg.
 QW0623;SPC MT       -   190,216.848   594,890.838   MT  0.99955918   -0 02 53.6
 QW0623;SPC MT       -   624,071.02  1,951,741.59   iFT  0.99955918   -0 02 53.6
 QW0623;UTM  12      - 5,090,783.730   611,118.993   MT  0.99975179   +1 01 51.7
 QW0623
 QW0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0623!SPC MT       -   0.99974812  x   0.99955918  =   0.99930741
 QW0623!UTM  12      -   0.99974812  x   0.99975179  =   0.99949997
 QW0623
 QW0623:                Primary Azimuth Mark                     Grid Az
 QW0623:SPC MT       -  CARLS                                    323 04 04.6
 QW0623:UTM  12      -  CARLS                                    321 59 19.3
 QW0623
 QW0623|---------------------------------------------------------------------|
 QW0623| PID    Reference Object                     Distance      Geod. Az  |
 QW0623|                                                           dddmmss.s |
 QW0623| RV0758 CARLS                               APPROX. 8.5 KM 3230111.0 |
 QW0623|---------------------------------------------------------------------|
 QW0623
 QW0623                          SUPERSEDED SURVEY CONTROL
 QW0623
 QW0623  NAD 83(1986)-  45 57 41.85410(N)    109 33 57.36185(W) AD(       ) 3
 QW0623  NAD 27      -  45 57 42.06294(N)    109 33 54.72620(W) AD(       ) 3
 QW0623  NGVD 29 (07/19/86) 1617.9    (m)         5308.     (f) VERT ANG       
 QW0623
 QW0623.Superseded values are not recommended for survey control.
 QW0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0623.See file dsdata.txt to determine how the superseded data were derived.
 QW0623
 QW0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR1111990784(NAD 83)
 QW0623_MARKER: DD = SURVEY DISK
 QW0623_SETTING: 0 = UNSPECIFIED SETTING
 QW0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0623
 QW0623  HISTORY     - Date     Condition        Report By
 QW0623  HISTORY     - 1952     MONUMENTED       USGS
 QW0623
 QW0623                          STATION DESCRIPTION
 QW0623
 QW0623'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0623'STATION IS LOCATED 20 MI. AIR ENE. OF BIG TIMBER, MONTANA ABOUT 0.25
 QW0623'MI. W. HIGHEST PART OF LARGE RIDGE.  SEC. 36, R.17 E.,T.3 N.,
 QW0623'
 QW0623'TO REACH STATION BY JEEP FROM BIG TIMBER POST OFFICE, GO W. 2 BLOCKS
 QW0623'TO HIGHWAY, TURN RIGHT AND CONTINUE N. ON STATE HIGHWAY 19 1.5 MI. TO
 QW0623'GRAVEL RD. TO RIGHT, TAKE GRAVEL RD. 2.0 MI. TO FORK, TAKE AND
 QW0623'CONTINUE NE. ON GIBSON RD. 19.6 MI. TO INTERSECTION OF FOUR RDS.,
 QW0623'TAKE RIGHT TURN S. AND CONTINUE 1.0 MI., THEN RIGHT ON FENCE LINE RD.
 QW0623'0.8 MI., THEN 0.2 MI. N. TO CROP LINE AND STATION ON EDGE OF CROP
 QW0623'LINE.
 QW0623'
 QW0623'STATION MARK - STANDARD USGS TABLET CEMENTED IN CONCRETE MONUMENT
 QW0623'POURED IN PLACE, STAMPED ---CLOVER 1952---.
 QW0623'
 QW0623'REFERENCE MARKS- NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0565 ***********************************************************************
 SQ0565  DESIGNATION -  COAL
 SQ0565  PID         -  SQ0565
 SQ0565  STATE/COUNTY-  MT/PHILLIPS
 SQ0565  USGS QUAD   -  COAL MINE HILL (1987)
 SQ0565
 SQ0565                         *CURRENT SURVEY CONTROL
 SQ0565  ___________________________________________________________________
 SQ0565* NAD 83(1992)-  47 50 26.63318(N)    107 31 54.83192(W)     ADJUSTED  
 SQ0565* NAVD 88     -      1021.0    (meters)    3350.     (feet)  VERTCON   
 SQ0565  ___________________________________________________________________
 SQ0565  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 SQ0565  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 SQ0565
 SQ0565  HORZ ORDER  -  FIRST
 SQ0565
 SQ0565.The horizontal coordinates were established by classical geodetic methods
 SQ0565.and adjusted by the National Geodetic Survey in July 1992..
 SQ0565
 SQ0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0565
 SQ0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0565
 SQ0565.The geoid height was determined by GEOID03.
 SQ0565
 SQ0565;                    North         East     Units Scale Factor Converg.
 SQ0565;SPC MT       -   400,845.411   747,232.252   MT  0.99949725   +1 26 22.8
 SQ0565;SPC MT       - 1,315,109.62  2,451,549.38   iFT  0.99949725   +1 26 22.8
 SQ0565;UTM  13      - 5,301,702.205   310,557.261   MT  1.00004102   -1 52 38.7
 SQ0565
 SQ0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0565!SPC MT       -   0.99984251  x   0.99949725  =   0.99933984
 SQ0565!UTM  13      -   0.99984251  x   1.00004102  =   0.99988352
 SQ0565
 SQ0565|---------------------------------------------------------------------|
 SQ0565| PID    Reference Object                     Distance      Geod. Az  |
 SQ0565|                                                           dddmmss.s |
 SQ0565| CQ5311 COAL RM 1                            25.885 METERS 21712     |
 SQ0565| CQ5312 COAL RM 2                            16.785 METERS 29125     |
 SQ0565| CQ5310 COAL AZ MK                                         3564310.4 |
 SQ0565|---------------------------------------------------------------------|
 SQ0565
 SQ0565                          SUPERSEDED SURVEY CONTROL
 SQ0565
 SQ0565  NAD 83(1986)-  47 50 26.62721(N)    107 31 54.81780(W) AD(       ) 1
 SQ0565  NAD 27      -  47 50 26.62600(N)    107 31 52.43800(W) AD(       ) 1
 SQ0565  NGVD 29 (07/19/86) 1020.2    (m)         3347.     (f) VERT ANG       
 SQ0565
 SQ0565.Superseded values are not recommended for survey control.
 SQ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0565.See file dsdata.txt to determine how the superseded data were derived.
 SQ0565
 SQ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP1055701702(NAD 83)
 SQ0565_MARKER: DS = TRIANGULATION STATION DISK
 SQ0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0565
 SQ0565  HISTORY     - Date     Condition        Report By
 SQ0565  HISTORY     - 1934     MONUMENTED       CGS
 SQ0565
 SQ0565                          STATION DESCRIPTION
 SQ0565
 SQ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0565'ABOUT 10 MILES EAST OF SUN PRAIRIE POST OFFICE IN (APPROX.)
 SQ0565'SOUTHWEST QUARTER SEC. 18, R. 33 E., T. 24 N.  ON THE TOP OF
 SQ0565'COAL MINE HILL.  (THE HIGHEST POINT OF THE LARB HILLS AND
 SQ0565'OVERLOOKS ALL THE SURROUNDING COUNTRY).  COLLINS HILL AT THE
 SQ0565'NORTH END OF THE LARB RANGE IS ABOUT 4 MILES NORTH AND ALMOST
 SQ0565'AS HIGH.  COAL MINE HILL IS A PROMINENT DOME-SHAPED PEAK AND
 SQ0565'RISES FROM THE BENCH EAST OF THE MAIN RIM OF HILLS.  MARK
 SQ0565'PROJECTS 8 INCHES.  MARKS SET IN CONCRETE.
 SQ0565'
 SQ0565'REFERENCE MARK NO. 1, IS SOUTHWEST OF STATION ON
 SQ0565'SOUTHWEST SLOPE OF PEAK STATION IS ON.  PROJECTS 4 INCHES.
 SQ0565'
 SQ0565'REFERENCE MARK NO. 2, IS WEST-NORTHWEST OF STATION
 SQ0565'ON WEST SLOPE OF SAME PEAK.
 SQ0565'
 SQ0565'AZIMUTH MARK, IS NORTH OF STATION (0.3 MILE EAST AND
 SQ0565'0.5 MILE NORTH) IN FLAT, 7 FEET NORTHEAST OF CENTER LINE OF
 SQ0565'RANCH ROAD.  PROJECTS 6 INCHES.
 SQ0565'
 SQ0565'GO SOUTHWEST FROM SUN PRAIRIE POST OFFICE ON GRADED ROAD 0.6
 SQ0565'MILE TO CROSSROADS.  TURN LEFT (EAST) AND FOLLOW THE GRADED ROAD
 SQ0565'EAST AND SOUTH TOWARD TELEGRAPH POST OFFICE 4.3 MILES TO FORK,
 SQ0565'TAKE THE LEFT FORK (EAST) AND GO 3.2 MILES TO A T-CROSSING AND
 SQ0565'THE END OF THE GRADE (TELEGRAPH POST OFFICE IS 1.1 MILES SOUTH
 SQ0565'OF THE END OF THE GRADE).  TURN LEFT (NORTH) AND FOLLOW THE
 SQ0565'TRACK ROAD ON A MEANDERING COURSE 2.5 MILES, CROSS CULVERT
 SQ0565'AND TAKE RIGHT FORK 1.4 MILES, TURN RIGHT (EAST) AT A FENCE
 SQ0565'CORNER AND A BARREL MAIL BOX AND GO 0.1 MILE TO A GATE.  PASS
 SQ0565'THROUGH GATE AND CONTINUE EAST AND SOUTHEAST 1.1 MILES TO A
 SQ0565'RANCH HOUSE ON THE RIGHT, CONTINUE EAST FROM THE RANCH,
 SQ0565'PASS THROUGH A GATE, AND GO SOUTHEAST ON THE TRACK ROAD 4.2
 SQ0565'MILES TO THE TOP OF THE GRADE.  TURN BACK TO THE RIGHT (WEST)
 SQ0565'ON A DIM TRACK AND GO 0.3 MILE TO THE TOP OF
 SQ0565'ROUND-TOPPED HILL AND STATION.
 SQ0565'
 SQ0565'A 4-FOOT STAND WILL CLEAR ALL LINES.
 SQ0565'
 SQ0565'HEIGHT OF LIGHT ABOVE STATION MARK - 1.09 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0738 ***********************************************************************
 TJ0738  DESIGNATION -  COAL
 TJ0738  PID         -  TJ0738
 TJ0738  STATE/COUNTY-  MT/VALLEY
 TJ0738  USGS QUAD   -  KAMINSKI HILL (1973)
 TJ0738
 TJ0738                         *CURRENT SURVEY CONTROL
 TJ0738  ___________________________________________________________________
 TJ0738* NAD 83(1992)-  48 59 55.22391(N)    106 12 29.34627(W)     ADJUSTED  
 TJ0738* NAVD 88     -       966.     (meters)    3169.     (feet)  SCALED    
 TJ0738  ___________________________________________________________________
 TJ0738  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 TJ0738  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TJ0738
 TJ0738  HORZ ORDER  -  THIRD
 TJ0738
 TJ0738.The horizontal coordinates were established by classical geodetic methods
 TJ0738.and adjusted by the National Geodetic Survey in July 1992..
 TJ0738
 TJ0738.The orthometric height was scaled from a topographic map.
 TJ0738
 TJ0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0738
 TJ0738.The geoid height was determined by GEOID03.
 TJ0738
 TJ0738;                    North         East     Units Scale Factor Converg.
 TJ0738;SPC MT       -   532,780.996   840,805.737   MT  0.99999918   +2 24 28.8
 TJ0738;SPC MT       - 1,747,969.15  2,758,549.01   iFT  0.99999918   +2 24 28.8
 TJ0738;UTM  13      - 5,428,011.482   411,631.288   MT  0.99969593   -0 54 42.6
 TJ0738
 TJ0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0738!SPC MT       -   0.99985138  x   0.99999918  =   0.99985056
 TJ0738!UTM  13      -   0.99985138  x   0.99969593  =   0.99954736
 TJ0738
 TJ0738:                Primary Azimuth Mark                     Grid Az
 TJ0738:SPC MT       -  BOUNDARY MON 514 CD US                   076 39 42.1
 TJ0738:UTM  13      -  BOUNDARY MON 514 CD US                   079 58 53.5
 TJ0738
 TJ0738|---------------------------------------------------------------------|
 TJ0738| PID    Reference Object                     Distance      Geod. Az  |
 TJ0738|                                                           dddmmss.s |
 TJ0738| TJ0778 BOUNDARY MON 514 CD US              415.489 METERS 0790410.9 |
 TJ0738| TJ0735 BRACE                               APPROX. 3.6 KM 3212716.1 |
 TJ0738|---------------------------------------------------------------------|
 TJ0738
 TJ0738                          SUPERSEDED SURVEY CONTROL
 TJ0738
 TJ0738  NAD 83(1986)-  48 59 55.22434(N)    106 12 29.34679(W) AD(       ) 3
 TJ0738
 TJ0738.Superseded values are not recommended for survey control.
 TJ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0738.See file dsdata.txt to determine how the superseded data were derived.
 TJ0738
 TJ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ1163128011(NAD 83)
 TJ0738_MARKER: DD = SURVEY DISK
 TJ0738_SETTING: 80 = SET IN A BOULDER
 TJ0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0738+STABILITY: SURFACE MOTION
 TJ0738
 TJ0738  HISTORY     - Date     Condition        Report By
 TJ0738  HISTORY     - 1910     MONUMENTED       IBC
 TJ0738
 TJ0738                          STATION DESCRIPTION
 TJ0738
 TJ0738'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0738'ABOUT 400 METERS WEST OF INTERNATIONAL BOUNDARY MONUMENT 514.  THE
 TJ0738'STATION IS ON THE WEST EDGE OF THE PLATEAU.
 TJ0738'
 TJ0738'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TJ0738'GRAY SANDSTONE BOULDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0642 ***********************************************************************
 TL0642  DESIGNATION -  COAL BANK
 TL0642  PID         -  TL0642
 TL0642  STATE/COUNTY-  MT/CHOUTEAU
 TL0642  USGS QUAD   -  BOGGS ISLAND (1953)
 TL0642
 TL0642                         *CURRENT SURVEY CONTROL
 TL0642  ___________________________________________________________________
 TL0642* NAD 83(1992)-  48 02 06.50176(N)    110 16 01.37358(W)     ADJUSTED  
 TL0642* NAVD 88     -       839.3    (meters)    2754.     (feet)  VERTCON   
 TL0642  ___________________________________________________________________
 TL0642  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 TL0642  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 TL0642
 TL0642  HORZ ORDER  -  FIRST
 TL0642
 TL0642.The horizontal coordinates were established by classical geodetic methods
 TL0642.and adjusted by the National Geodetic Survey in July 1992..
 TL0642
 TL0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0642
 TL0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0642
 TL0642.The geoid height was determined by GEOID03.
 TL0642
 TL0642;                    North         East     Units Scale Factor Converg.
 TL0642;SPC MT       -   420,881.274   542,824.159   MT  0.99955234   -0 33 40.0
 TL0642;SPC MT       - 1,380,844.07  1,780,919.16   iFT  0.99955234   -0 33 40.0
 TL0642;UTM  12      - 5,320,465.692   554,637.612   MT  0.99963668   +0 32 42.0
 TL0642
 TL0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0642!SPC MT       -   0.99987088  x   0.99955234  =   0.99942328
 TL0642!UTM  12      -   0.99987088  x   0.99963668  =   0.99950761
 TL0642
 TL0642|---------------------------------------------------------------------|
 TL0642| PID    Reference Object                     Distance      Geod. Az  |
 TL0642|                                                           dddmmss.s |
 TL0642| CQ5314 COAL BANK RM 1                        9.585 METERS 02650     |
 TL0642| CQ5315 COAL BANK RM 2                        7.980 METERS 14334     |
 TL0642| CQ5313 COAL BANK AZ MK                                    1652606.8 |
 TL0642|---------------------------------------------------------------------|
 TL0642
 TL0642                          SUPERSEDED SURVEY CONTROL
 TL0642
 TL0642  NAD 83(1986)-  48 02 06.49784(N)    110 16 01.35467(W) AD(       ) 1
 TL0642  NAD 27      -  48 02 06.59500(N)    110 15 58.60100(W) AD(       ) 1
 TL0642  NGVD 29 (07/19/86)  838.5    (m)         2751.     (f) VERT ANG       
 TL0642
 TL0642.Superseded values are not recommended for survey control.
 TL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0642.See file dsdata.txt to determine how the superseded data were derived.
 TL0642
 TL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU5463820466(NAD 83)
 TL0642_MARKER: DS = TRIANGULATION STATION DISK
 TL0642_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0642_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0642
 TL0642  HISTORY     - Date     Condition        Report By
 TL0642  HISTORY     - 1889     MONUMENTED       MORC
 TL0642  HISTORY     - 1949     GOOD             MORC
 TL0642  HISTORY     - 1952     GOOD             USGS
 TL0642
 TL0642                          STATION DESCRIPTION
 TL0642
 TL0642'DESCRIBED BY MISSOURI RIVER COMMISSION 1949 (MJT)
 TL0642'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF VIRGELLE,
 TL0642'ON THE HIGHEST POINT OF A SMALL KNOLL, 0.15 MILE NORTH OF A
 TL0642'GRADED DIRT ROAD, 53 PACES EAST OF THE CENTER OF A TRACK ROAD,
 TL0642'AND 13.5 FEET NORTHWEST OF A WITNESS POST.
 TL0642'
 TL0642'TO REACH THE STATION FROM THE POST OFFICE IN VIRGELLE, GO
 TL0642'NORTHERLY FOR 0.5 MILE TO A FORK.  THEN LEFT (THROUGH A
 TL0642'RAILROAD UNDERPASS) FOR 1.1 MILE TO THE AZIMUTH MARK ON THE RIGHT
 TL0642'AS DESCRIBED.  CONTINUE FOR 0.1 MILE.  THEN RIGHT, NORTHERLY, ON
 TL0642'A TRACK ROAD FOR 0.15 MILE.  THEN RIGHT TO THE TOP OF THE KNOLL
 TL0642'AND THE STATION AS DESCRIBED.
 TL0642'
 TL0642'THE STATION MARK IS A MISSOURI RIVER COMMISSION EAST IRON CAP,
 TL0642'UNSTAMPED, WITH A RAISED TRIANGLE IN ITS APPROXIMATE CENTER.
 TL0642'IT IS BOLTED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 2
 TL0642'INCHES.
 TL0642'
 TL0642'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE KNOLL.  IT
 TL0642'PROJECTS 4 INCHES, AND THE DISK IS STAMPED COAL BANK MO.R.C. NO 1
 TL0642'1949.
 TL0642'
 TL0642'REFERENCE MARK NO. 2 IS 15 FEET EAST OF THE WITNESS POST.
 TL0642'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED COAL BANK MO.R.C.
 TL0642'NO 2 1949.
 TL0642'
 TL0642'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE FROM THE STATION, 56
 TL0642'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, 4
 TL0642'FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT NORTH OF A WIRE
 TL0642'FENCE.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED COAL BANK
 TL0642'MO.R.C. 1949.
 TL0642'
 TL0642'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS SET
 TL0642'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 TL0642'
 TL0642'A FOUR FOOT WOODEN STAND AT COAL BANK (MO.RC) WILL SEE FOUR
 TL0642'FOOT WOODEN STANDS AT LITTLE, SHEEP, VIRGELLE, OIL, ROWE, AND
 TL0642'RIDGE.
 TL0642
 TL0642                          STATION RECOVERY (1952)
 TL0642
 TL0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 TL0642'STATION MARK--MORC CAST IRON CAP, UNSTAMPED, BOLTED TO TOP OF 4 IN.
 TL0642'IRON PIPE THAT PROJECTS 2 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0795 ***********************************************************************
 TN0795  DESIGNATION -  COAL RIDGE LOOKOUT HOUSE
 TN0795  PID         -  TN0795
 TN0795  STATE/COUNTY-  MT/FLATHEAD
 TN0795  USGS QUAD   -  MOOSE PEAK (1994)
 TN0795
 TN0795                         *CURRENT SURVEY CONTROL
 TN0795  ___________________________________________________________________
 TN0795* NAD 83(1992)-  48 43 27.97645(N)    114 25 31.30706(W)     ADJUSTED  
 TN0795* NAVD 88     -                                                        
 TN0795  ___________________________________________________________________
 TN0795  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 TN0795  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 TN0795
 TN0795  HORZ ORDER  -  THIRD
 TN0795
 TN0795.The horizontal coordinates were established by classical geodetic methods
 TN0795.and adjusted by the National Geodetic Survey in July 1992..
 TN0795
 TN0795
 TN0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0795
 TN0795.The geoid height was determined by GEOID03.
 TN0795
 TN0795;                    North         East     Units Scale Factor Converg.
 TN0795;SPC MT       -   508,613.830   237,914.235   MT  0.99984237   -3 36 10.5
 TN0795;SPC MT       - 1,668,680.54    780,558.51   iFT  0.99984237   -3 36 10.5
 TN0795;UTM  11      - 5,400,021.799   689,343.915   MT  1.00004047   +1 56 07.9
 TN0795
 TN0795                          SUPERSEDED SURVEY CONTROL
 TN0795
 TN0795  NAD 83(1986)-  48 43 27.98224(N)    114 25 31.30071(W) AD(       ) 4
 TN0795  NAD 27      -  48 43 28.06597(N)    114 25 27.72152(W) AD(       ) 3
 TN0795
 TN0795.Superseded values are not recommended for survey control.
 TN0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0795.See file dsdata.txt to determine how the superseded data were derived.
 TN0795
 TN0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ8934400022(NAD 83)
 TN0795
 TN0795  HISTORY     - Date     Condition        Report By
 TN0795  HISTORY     - 1939     MONUMENTED       CGS
 TN0795  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TN0795
 TN0795                          STATION DESCRIPTION
 TN0795
 TN0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TN0795'THE STATION WAS RECOVERED.  THE LOOKOUT HOUSE APPEARS TO BE
 TN0795'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0514 ***********************************************************************
 QY0514  DESIGNATION -  COBBLE
 QY0514  PID         -  QY0514
 QY0514  STATE/COUNTY-  MT/BEAVERHEAD
 QY0514  USGS QUAD   -  BLOCK MOUNTAIN (1960)
 QY0514
 QY0514                         *CURRENT SURVEY CONTROL
 QY0514  ___________________________________________________________________
 QY0514* NAD 83(1992)-  45 25 45.86597(N)    112 30 20.60117(W)     ADJUSTED  
 QY0514* NAVD 88     -      1692.8    (meters)    5554.     (feet)  VERTCON   
 QY0514  ___________________________________________________________________
 QY0514  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 QY0514  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 QY0514
 QY0514  HORZ ORDER  -  SECOND
 QY0514
 QY0514.The horizontal coordinates were established by classical geodetic methods
 QY0514.and adjusted by the National Geodetic Survey in July 1992..
 QY0514
 QY0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0514
 QY0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0514
 QY0514.The geoid height was determined by GEOID03.
 QY0514
 QY0514;                    North         East     Units Scale Factor Converg.
 QY0514;SPC MT       -   135,592.786   364,897.115   MT  0.99976939   -2 11 55.3
 QY0514;SPC MT       -   444,858.22  1,197,169.01   iFT  0.99976939   -2 11 55.3
 QY0514;UTM  12      - 5,031,756.566   382,215.984   MT  0.99977057   -1 04 22.0
 QY0514
 QY0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0514!SPC MT       -   0.99973649  x   0.99976939  =   0.99950594
 QY0514!UTM  12      -   0.99973649  x   0.99977057  =   0.99950712
 QY0514
 QY0514|---------------------------------------------------------------------|
 QY0514| PID    Reference Object                     Distance      Geod. Az  |
 QY0514|                                                           dddmmss.s |
 QY0514| CN4143 COBBLE RM 1                           8.944 METERS 05439     |
 QY0514| CN4144 COBBLE RM 2                           9.580 METERS 16243     |
 QY0514| QY0516 AIRWAY BCN 32 DILLON MUN APT        APPROX.20.0 KM 1905958.8 |
 QY0514| CN4142 COBBLE AZ MK                                       3553242.4 |
 QY0514|---------------------------------------------------------------------|
 QY0514
 QY0514                          SUPERSEDED SURVEY CONTROL
 QY0514
 QY0514  NAD 83(1986)-  45 25 45.86740(N)    112 30 20.59893(W) AD(       ) 2
 QY0514  NAD 27      -  45 25 46.13200(N)    112 30 17.54600(W) AD(       ) 2
 QY0514  NGVD 29 (07/19/86) 1691.7    (m)         5550.     (f) VERT ANG       
 QY0514
 QY0514.Superseded values are not recommended for survey control.
 QY0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0514.See file dsdata.txt to determine how the superseded data were derived.
 QY0514
 QY0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8221631757(NAD 83)
 QY0514_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QY0514
 QY0514  HISTORY     - Date     Condition        Report By
 QY0514  HISTORY     - 1956     MONUMENTED       CGS
 QY0514
 QY0514                          STATION DESCRIPTION
 QY0514
 QY0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0514'THE STATION IS ABOUT 16 MILES NORTHEAST OF DILLON, 12 MILES
 QY0514'SOUTHWEST OF TWIN BRIDGES, 1 MILE SOUTH OF THE BIG HOLE
 QY0514'RIVER, 88 FEET WEST OF A FENCE AND 5 FEET EAST OF A 4 IN X
 QY0514'4 IN WHITE WITNESS POST.
 QY0514'
 QY0514'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 41 AND U.S.
 QY0514'HIGHWAY 91 AT THE NORTH EDGE OF DILLON, GO NORTHERLY ON
 QY0514'HIGHWAY 91 FOR 10.45 MILES TO A CROSS ROAD, TURN RIGHT AND
 QY0514'GO EAST FOR 6.3 MILES TO A FORK AND THE ENTRANCE TO A RANCH
 QY0514'ON THE LEFT ROAD, TAKE THE RIGHT ROAD AND CONTINUE EASTERLY
 QY0514'FOR 1.5 MILES TO A CATTLE GUARD, PASS THROUGH THE CATTLE
 QY0514'GUARD AND CONTINUE EAST FOR 0.2 MILE TO A DRAW ON THE RIGHT,
 QY0514'TURN RIGHT AND GO SOUTH UP THE DRAW FOR 0.8 MILE TO WHERE THE
 QY0514'DRAW FORKS, TURN LEFT AND GO EAST ALONG THE RIGHT SIDE OF A
 QY0514'LOW RIDGE FOR 0.25 MILE, TURN RIGHT (CROSSING THE DRAW)
 QY0514'AND GO SOUTH FOR 0.1 MILE TO THE TOP OF A HIGH RIDGE,
 QY0514'TURN LEFT AND GO EAST FOR 0.2 MILE TO A FENCE, CROSS THE
 QY0514'FENCE AND FOLLOW THE RIDGE EAST, NORTH AND EAST FOR 0.4
 QY0514'MILE TO THE TOP OF HIGH HILL AND THE STATION.
 QY0514'
 QY0514'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.4
 QY0514'TO THE TOP OF THE SECOND HILL AND THE MARK.
 QY0514'
 QY0514'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QY0514'COBBLE 1956.
 QY0514'
 QY0514'REFERENCE MARK 1 IS 67 FEET WEST OF THE FENCE.  THE MARK
 QY0514'PROJECTS 4 INCHES, AND THE DISK IS STAMPED COBBLE NO 1 1956.
 QY0514'
 QY0514'REFERENCE MARK 2 IS 76 FEET WEST OF THE FENCE.  THE MARK
 QY0514'PROJECTS 1 INCH, AND THE DISK IS STAMPED COBBLE NO 2 1956.
 QY0514'
 QY0514'THE AZIMUTH MARK IS 2 FEET SOUTH OF A 4 IN X 4 IN WHITE
 QY0514'WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 QY0514'IS STAMPED COBBLE 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1505 ***********************************************************************
 SS1505  DESIGNATION -  COFFEE
 SS1505  PID         -  SS1505
 SS1505  STATE/COUNTY-  MT/FERGUS
 SS1505  USGS QUAD   -  COFFEE CREEK (1979)
 SS1505
 SS1505                         *CURRENT SURVEY CONTROL
 SS1505  ___________________________________________________________________
 SS1505* NAD 83(1992)-  47 19 05.81828(N)    110 05 08.69485(W)     ADJUSTED  
 SS1505* NAVD 88     -      1171.3    (meters)    3843.     (feet)  VERTCON   
 SS1505  ___________________________________________________________________
 SS1505  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 SS1505  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 SS1505
 SS1505  HORZ ORDER  -  SECOND
 SS1505
 SS1505.The horizontal coordinates were established by classical geodetic methods
 SS1505.and adjusted by the National Geodetic Survey in July 1992..
 SS1505
 SS1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1505
 SS1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1505
 SS1505.The geoid height was determined by GEOID03.
 SS1505
 SS1505;                    North         East     Units Scale Factor Converg.
 SS1505;SPC MT       -   341,106.329   555,742.237   MT  0.99940684   -0 25 42.5
 SS1505;SPC MT       - 1,119,115.25  1,823,301.30   iFT  0.99940684   -0 25 42.5
 SS1505;UTM  12      - 5,240,939.969   569,092.417   MT  0.99965867   +0 40 19.6
 SS1505
 SS1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1505!SPC MT       -   0.99981854  x   0.99940684  =   0.99922549
 SS1505!UTM  12      -   0.99981854  x   0.99965867  =   0.99947727
 SS1505
 SS1505:                Primary Azimuth Mark                     Grid Az
 SS1505:SPC MT       -  COFFEE AZ MK                             001 20 10.2
 SS1505:UTM  12      -  COFFEE AZ MK                             000 14 08.1
 SS1505
 SS1505|---------------------------------------------------------------------|
 SS1505| PID    Reference Object                     Distance      Geod. Az  |
 SS1505|                                                           dddmmss.s |
 SS1505| CQ5316 COFFEE AZ MK                                       0005427.7 |
 SS1505| CQ5317 COFFEE RM 1                          30.499 METERS 03302     |
 SS1505| CQ5318 COFFEE RM 2                          15.669 METERS 35848     |
 SS1505|---------------------------------------------------------------------|
 SS1505
 SS1505                          SUPERSEDED SURVEY CONTROL
 SS1505
 SS1505  NAD 83(1986)-  47 19 05.81542(N)    110 05 08.67622(W) AD(       ) 2
 SS1505  NAD 27      -  47 19 05.90610(N)    110 05 05.95680(W) AD(       ) 2
 SS1505  NGVD 29 (07/19/86) 1170.4    (m)         3840.     (f) VERT ANG       
 SS1505
 SS1505.Superseded values are not recommended for survey control.
 SS1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1505.See file dsdata.txt to determine how the superseded data were derived.
 SS1505
 SS1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT6909240940(NAD 83)
 SS1505_MARKER: DS = TRIANGULATION STATION DISK
 SS1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1505
 SS1505  HISTORY     - Date     Condition        Report By
 SS1505  HISTORY     - 1961     MONUMENTED       CGS
 SS1505
 SS1505                          STATION DESCRIPTION
 SS1505
 SS1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1505'THE STATION IS LOCATED ABOUT 7 MILES WEST OF DENTON AND ABOUT
 SS1505'2 MILES SOUTH OF COFFEE CREEK, ON THE ROAD RIGHT OF WAY.
 SS1505'
 SS1505'TO REACH THE STATION FROM THE POST OFFICE IN COFFEE CREEK,
 SS1505'GO NORTH FOR 0.05 MILE TO A CROSSROADS, TURN LEFT AND GO WEST
 SS1505'ON GRAVELED ROAD FOR 0.25 MILE CROSSING STATE ROUTE 235 TO A
 SS1505'T ROAD.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.35 MILES
 SS1505'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR 0.7 MILE
 SS1505'TO THE TOP OF GRADE AND THE STATION ON THE RIGHT.
 SS1505'
 SS1505'THE STATION MARK IS A STANDARD DISK STAMPED COFFEE 1961, SET
 SS1505'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 SS1505'THE MARK IS 28 FEET WEST OF THE CENTER OF ROAD, 6 FEET
 SS1505'SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 4.3 FEET NORTH-NORTHWEST OF A
 SS1505'WITNESS POST.
 SS1505'
 SS1505'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COFFEE NO 1 1961,
 SS1505'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 SS1505'1 INCH.  THE MARK IS 102 FEET NORTH-NORTHEAST OF A WITNESS POST
 SS1505'AND 5 FEET SOUTH OF A POWER POLE.
 SS1505'
 SS1505'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COFFEE NO 2 1961,
 SS1505'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 SS1505'1 INCH.  THE MARK IS 55.3 FEET NORTH OF A WITNESS POST AND
 SS1505'45.9 FEET NORTH OF A TELEPHONE POLE.
 SS1505'
 SS1505'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COFFEE 1961, SET
 SS1505'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 SS1505'THE MARK IS 31 FEET EAST OF THE CENTER OF ROAD, 6.5 FEET
 SS1505'SOUTH OF A POWER POLE AND 4.1 FEET SOUTH OF A WITNESS POST.
 SS1505'
 SS1505'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 64.42 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0500 ***********************************************************************
 RW0500  DESIGNATION -  COFFIN
 RW0500  PID         -  RW0500
 RW0500  STATE/COUNTY-  MT/WHEATLAND
 RW0500  USGS QUAD   -  CINNAMON SPRING (1995)
 RW0500
 RW0500                         *CURRENT SURVEY CONTROL
 RW0500  ___________________________________________________________________
 RW0500* NAD 83(1992)-  46 20 42.50912(N)    110 13 24.05438(W)     ADJUSTED  
 RW0500* NAVD 88     -      1905.9    (meters)    6253.     (feet)  VERTCON   
 RW0500  ___________________________________________________________________
 RW0500  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 RW0500  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 RW0500
 RW0500  HORZ ORDER  -  FIRST
 RW0500
 RW0500.The horizontal coordinates were established by classical geodetic methods
 RW0500.and adjusted by the National Geodetic Survey in July 1992..
 RW0500
 RW0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0500
 RW0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0500
 RW0500.The geoid height was determined by GEOID03.
 RW0500
 RW0500;                    North         East     Units Scale Factor Converg.
 RW0500;SPC MT       -   233,079.944   544,347.321   MT  0.99945997   -0 31 44.9
 RW0500;SPC MT       -   764,697.98  1,785,916.41   iFT  0.99945997   -0 31 44.9
 RW0500;UTM  12      - 5,132,689.298   559,762.830   MT  0.99964390   +0 33 43.0
 RW0500
 RW0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0500!SPC MT       -   0.99970304  x   0.99945997  =   0.99916317
 RW0500!UTM  12      -   0.99970304  x   0.99964390  =   0.99934705
 RW0500
 RW0500|---------------------------------------------------------------------|
 RW0500| PID    Reference Object                     Distance      Geod. Az  |
 RW0500|                                                           dddmmss.s |
 RW0500| CQ5321 COFFIN RM 2                          16.742 METERS 14250     |
 RW0500| CQ5319 COFFIN AZ MK                                       1515230.2 |
 RW0500| CQ5320 COFFIN RM 1                          14.267 METERS 23402     |
 RW0500|---------------------------------------------------------------------|
 RW0500
 RW0500                          SUPERSEDED SURVEY CONTROL
 RW0500
 RW0500  NAD 83(1986)-  46 20 42.50320(N)    110 13 24.03941(W) AD(       ) 1
 RW0500  NAD 27      -  46 20 42.67400(N)    110 13 21.37700(W) AD(       ) 1
 RW0500  NGVD 29 (07/19/86) 1904.8    (m)         6249.     (f) VERT ANG       
 RW0500
 RW0500.Superseded values are not recommended for survey control.
 RW0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0500.See file dsdata.txt to determine how the superseded data were derived.
 RW0500
 RW0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS5976332689(NAD 83)
 RW0500_MARKER: DS = TRIANGULATION STATION DISK
 RW0500_SETTING: 66 = SET IN ROCK OUTCROP
 RW0500
 RW0500  HISTORY     - Date     Condition        Report By
 RW0500  HISTORY     - 1934     MONUMENTED       CGS
 RW0500  HISTORY     - 1957     GOOD             USE
 RW0500  HISTORY     - 1961     GOOD             CGS
 RW0500
 RW0500                          STATION DESCRIPTION
 RW0500
 RW0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RW0500'STATION IS LOCATED ABOUT 3 MILES AIRLINE SOUTHWEST OF THE TOWN
 RW0500'OF TWO DOT.
 RW0500'
 RW0500'FROM THE POST OFFICE IN TWO DOT GO SOUTH ON THE MAIN ROAD
 RW0500'THROUGH TOWN FOR 0.5 MILE, TURN RIGHT GO 2.6 MILES, TURN LEFT
 RW0500'GO 0.5 MILE THEN TURN RIGHT.  HERE TURN RIGHT GO 1.2 MILES TO
 RW0500'A CREEK, KEEPING TO THE EAST SIDE OF CREEK FOR 1.1 MILES, TAKE
 RW0500'LEFT FORK THROUGH A GATE.  CONTINUE FOR 0.4 MILE AND THROUGH
 RW0500'ANOTHER GATE, GO 0.7 MILE TO ANOTHER GATE, GO ANOTHER 0.7
 RW0500'MILE TO ANOTHER GATE, TAKE RIGHT FORK THROUGH THIS GATE AND GO
 RW0500'0.7 MILE TO ANOTHER GATE, AFTER GOING THROUGH GATE TURN SHARP
 RW0500'LEFT TO AN OLD ROAD (ABOUT 0.1 MILE).  FOLLOW THIS OLD ROAD
 RW0500'0.1 MILE AND TAKE LEFT FORK, GO 1.3 MILES UP ON THE HILL TO
 RW0500'THE END OF TRUCK TRAVEL.  FROM THIS POINT HEAD DIRECTLY WEST
 RW0500'AND UP ON THE BUTTE THAT RESEMBLES A COFFIN, WHERE THE
 RW0500'STATION WILL BE FOUND ABOUT 0.2 MILE BEYOND THE FENCE AND
 RW0500'ABOUT 20 FEET SOUTH OF THE NORTH RIM OF THE BUTTE.
 RW0500'
 RW0500'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.
 RW0500
 RW0500                          STATION RECOVERY (1957)
 RW0500
 RW0500'RECOVERY NOTE BY US ENGINEERS 1957
 RW0500'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RW0500'CONDITION AS DESCRIBED.
 RW0500'
 RW0500'AZIMUTH TO REFERENCE MARK 1 BELIEVED TO BE INACCURATE.
 RW0500'
 RW0500'THE STATION MARK IS FLUSH WITH NORMAL GROUND.
 RW0500
 RW0500                          STATION RECOVERY (1961)
 RW0500
 RW0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 RW0500'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RW0500'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 RW0500'THE DISTANCE TO REFERENCE MARK NO 1 CHECKED, BUT A SHORTER
 RW0500'DISTANCE TO REFERENCE MARK NO 2 WAS MEASURED.  DUE TO CHANGES
 RW0500'IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 RW0500'
 RW0500'THE STATION IS LOCATED 3 MILES SOUTHWEST OF TWO DOT, ON THE
 RW0500'HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS COFFIN BUTTE.
 RW0500'
 RW0500'TO REACH THE STATION FROM THE POST OFFICE IN TWO DOT, GO SOUTH
 RW0500'ON GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 RW0500'AND GO WEST FOR 3.0 MILES TO A FORK, TURN LEFT AND GO SOUTH AND
 RW0500'WEST FOR 1.9 MILES TO A CATTLE GUARD, CONTINUE WEST FOR 3.6
 RW0500'MILES TO A CATTLE GUARD, CONTINUE ON THE MAIN TRAVELED ROAD FOR
 RW0500'3.9 MILES TO A GATE, PASS THROUGH AND TURN SHARP RIGHT FOR 20
 RW0500'YARDS TO ANOTHER GATE, PASS THROUGH AND GO WESTERLY FOR 0.35
 RW0500'MILE TO A GATE, PASS THROUGH AND CONTINUE WESTERLY DOWN INTO
 RW0500'CREEK FOR 0.25 MILE TO A FORK, TAKE THE LEFT FORK, CROSSING
 RW0500'THE CREEK AND GO SOUTH FOR 0.45 MILE TO A GATE, PASS THROUGH
 RW0500'AND TAKE THE RIGHT FORK AND GO SOUTH-SOUTHWEST FOR 1.4
 RW0500'MILES TO THE WEST END OF A TIMBERED RIDGE, CONTINUE ON THE
 RW0500'TRACK ROAD AROUND THE WEST END OF THE TIMBERED RIDGE AND BEAR
 RW0500'LEFT, EAST FOR 0.4 MILE TO A GATE, BEAR RIGHT SOUTHERLY FOR 0.15
 RW0500'MILE TO TOP OF A RIDGE, THENCE LEFT EASTERLY FOR 1.9 MILES TO A
 RW0500'GATE IN THE NORTH-SOUTH FENCE, CONTINUE EASTERLY ON THE
 RW0500'TRACK ROAD FOR 1.25 MILE TO A GATE AND THE AZIMUTH MARK, TURN
 RW0500'SHARP LEFT AND GO NORTHWEST ON DIM TRACK ROAD FOR 0.55 TO
 RW0500'THE HIGHEST POINT AND THE STATION.
 RW0500'
 RW0500'THE STATION MARK IS A STANDARD DISK, STAMPED COFFIN 1934,
 RW0500'CEMENTED IN DRILL HOLE IN BEDROCK.  IT IS 36 FEET SOUTH OF THE
 RW0500'NORTH EDGE OF THE BLUFF.
 RW0500'
 RW0500'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED COFFIN NO 1 1934,
 RW0500'CEMENTED IN DRILL HOLE IN BEDROCK.  IT IS 32 FEET SOUTH OF
 RW0500'THE NORTH EDGE OF THE BLUFF.
 RW0500'
 RW0500'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED COFFIN NO 2 1934,
 RW0500'CEMENTED IN DRILL HOLE IN BEDROCK.  IT IS 92 FEET SOUTH OF
 RW0500'THE NORTH EDGE OF THE BLUFF.
 RW0500'
 RW0500'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COFFIN 1934, 1961,
 RW0500'CEMENTED IN DRILL HOLE IN BEDROCK.  IT IS 20 FEET WEST OF A
 RW0500'WIRE FENCE, 16 FEET NORTH OF A TRACK ROAD AND 2.7 EAST OF
 RW0500'THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0607 ***********************************************************************
 TJ0607  DESIGNATION -  COLONEL
 TJ0607  PID         -  TJ0607
 TJ0607  STATE/COUNTY-  MT/VALLEY
 TJ0607  USGS QUAD   -  FORT PECK (1972)
 TJ0607
 TJ0607                         *CURRENT SURVEY CONTROL
 TJ0607  ___________________________________________________________________
 TJ0607* NAD 83(1992)-  48 00 34.13377(N)    106 26 55.37719(W)     ADJUSTED  
 TJ0607* NAVD 88     -       662.13   (+/-2cm)    2172.3    (feet)  VERTCON   
 TJ0607  ___________________________________________________________________
 TJ0607  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 TJ0607  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TJ0607
 TJ0607  HORZ ORDER  -  SECOND
 TJ0607  VERT ORDER  -  THIRD ? (See Below)
 TJ0607
 TJ0607.The horizontal coordinates were established by classical geodetic methods
 TJ0607.and adjusted by the National Geodetic Survey in July 1992..
 TJ0607
 TJ0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0607.The vertical order pertains to the NGVD 29 superseded value.
 TJ0607
 TJ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0607
 TJ0607.The geoid height was determined by GEOID03.
 TJ0607
 TJ0607;                    North         East     Units Scale Factor Converg.
 TJ0607;SPC MT       -   422,181.525   827,500.155   MT  0.99954440   +2 13 55.3
 TJ0607;SPC MT       - 1,385,109.99  2,714,895.52   iFT  0.99954440   +2 13 55.3
 TJ0607;UTM  13      - 5,318,369.436   391,953.305   MT  0.99974345   -1 04 36.7
 TJ0607
 TJ0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0607!SPC MT       -   0.99989887  x   0.99954440  =   0.99944332
 TJ0607!UTM  13      -   0.99989887  x   0.99974345  =   0.99964235
 TJ0607
 TJ0607|---------------------------------------------------------------------|
 TJ0607| PID    Reference Object                     Distance      Geod. Az  |
 TJ0607|                                                           dddmmss.s |
 TJ0607| CQ5323 COLONEL RM 1                         13.052 METERS 03226     |
 TJ0607| CQ5322 COLONEL AZ MK                                      2505203.4 |
 TJ0607| CQ5324 COLONEL RM 2                         18.985 METERS 28755     |
 TJ0607|---------------------------------------------------------------------|
 TJ0607
 TJ0607                          SUPERSEDED SURVEY CONTROL
 TJ0607
 TJ0607  NAD 83(1986)-  48 00 34.13241(N)    106 26 55.36785(W) AD(       ) 2
 TJ0607  NAD 27      -  48 00 34.06830(N)    106 26 53.23633(W) AD(       ) 2
 TJ0607  NGVD 29 (07/19/86)  661.50   (m)         2170.3    (f) LEVELING    3  
 TJ0607
 TJ0607.Superseded values are not recommended for survey control.
 TJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0607.See file dsdata.txt to determine how the superseded data were derived.
 TJ0607
 TJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP9195318369(NAD 83)
 TJ0607_MARKER: DS = TRIANGULATION STATION DISK
 TJ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0607
 TJ0607  HISTORY     - Date     Condition        Report By
 TJ0607  HISTORY     - 1948     MONUMENTED       CGS
 TJ0607
 TJ0607                          STATION DESCRIPTION
 TJ0607
 TJ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0607'STATION IS IN THE VILLAGE OF FORT PECK, IN THE NORTH SIDE OF THE
 TJ0607'LANDSCAPED AREA INSIDE THE TRAFFIC CIRCLE BETWEEN THE POST OFFICE
 TJ0607'AND THE SCHOOLHOUSE.  IT IS 50.5 FEET NORTH OF THE FLAGPOLE, 8.6
 TJ0607'FEET WEST OF THE PROJECTED PLANE OF THE TALLER OR MORE WESTERN ONE
 TJ0607'OF TWO EASTERN WALLS OF THE MAIN SCHOOL BUILDING.  THE MARK IS
 TJ0607'FLUSH WITH THE GROUND AND THE DISK IS STAMPED COLONEL 1948.
 TJ0607'
 TJ0607'REFERENCE MARK NO. 1 IS 42.82 FEET NORTHEAST OF THE STATION, 17.8
 TJ0607'FEET EAST OF THE PROJECTED PLANE OF THE MOST EASTERLY WALL OF THE
 TJ0607'MAIN SCHOOLHOUSE, 31.4 FEET SOUTH OF EDGE OF THE PAVEMENT.  THE
 TJ0607'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED COLONEL
 TJ0607'NO 1 1948.
 TJ0607'
 TJ0607'REFERENCE MARK NO. 2 IS 62.29 FEET NORTHWEST OF THE STATION, 33.2
 TJ0607'FEET EAST OF THE PROJECTED PLANE OF THE MOST WESTERLY WALL OF THE
 TJ0607'SCHOOLHOUSE, 13.7 FEET SOUTH OF EDGE OF THE PAVEMENT.  THE MARK
 TJ0607'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED COLONEL NO 2
 TJ0607'1948.
 TJ0607'
 TJ0607'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION IN THE FORK OF AN
 TJ0607'INTERSECTION.  IT IS 58 FEET WEST OF THE INTERSECTION, 31.3 FEET
 TJ0607'WEST OF A POWER POLE, 1 FOOT NORTH OF A WITNESS POST.  THE MARK
 TJ0607'PROJECTS 4 INCHES AND THE DISK IS STAMPED COLONEL 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1024 ***********************************************************************
 RX1024  DESIGNATION -  COLT
 RX1024  PID         -  RX1024
 RX1024  STATE/COUNTY-  MT/POWELL
 RX1024  USGS QUAD   -  WINDY ROCK (1989)
 RX1024
 RX1024                         *CURRENT SURVEY CONTROL
 RX1024  ___________________________________________________________________
 RX1024* NAD 83(1992)-  46 41 31.34079(N)    112 46 03.61955(W)     ADJUSTED  
 RX1024* NAVD 88     -      2129.6    (meters)    6987.     (feet)  VERTCON   
 RX1024  ___________________________________________________________________
 RX1024  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 RX1024  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 RX1024
 RX1024  HORZ ORDER  -  THIRD
 RX1024
 RX1024.The horizontal coordinates were established by classical geodetic methods
 RX1024.and adjusted by the National Geodetic Survey in July 1992..
 RX1024
 RX1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1024
 RX1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1024
 RX1024.The geoid height was determined by GEOID03.
 RX1024
 RX1024;                    North         East     Units Scale Factor Converg.
 RX1024;SPC MT       -   276,572.658   350,269.931   MT  0.99940820   -2 23 25.1
 RX1024;SPC MT       -   907,390.61  1,149,179.56   iFT  0.99940820   -2 23 25.1
 RX1024;UTM  12      - 5,172,459.839   364,842.726   MT  0.99982453   -1 17 11.4
 RX1024
 RX1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1024!SPC MT       -   0.99966832  x   0.99940820  =   0.99907671
 RX1024!UTM  12      -   0.99966832  x   0.99982453  =   0.99949291
 RX1024
 RX1024                          SUPERSEDED SURVEY CONTROL
 RX1024
 RX1024  NAD 83(1986)-  46 41 31.34504(N)    112 46 03.61130(W) AD(       ) 3
 RX1024  NGVD 29 (05/15/92) 2128.4    (m)         6983.     (f) VERT ANG       
 RX1024
 RX1024.Superseded values are not recommended for survey control.
 RX1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1024.See file dsdata.txt to determine how the superseded data were derived.
 RX1024
 RX1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6484372460(NAD 83)
 RX1024_MARKER: DD = SURVEY DISK
 RX1024_SETTING: 0 = UNSPECIFIED SETTING
 RX1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1024
 RX1024  HISTORY     - Date     Condition        Report By
 RX1024  HISTORY     - 1956     MONUMENTED       USGS
 RX1024
 RX1024                          STATION DESCRIPTION
 RX1024
 RX1024'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 RX1024'STATION IS LOCATED IN POWELL COUNTY, MONTANA, ON THE HIGHEST POINT OF
 RX1024'A LONG TIMBER COVERED RIDGE WITH A CLEARING RUNNING N-S.  STATION SITE
 RX1024'IS CLEAR.  STATION IS APPROXIMATELY 13.0 MI. N. OF GARRISON, MONTANA,
 RX1024'AND ABOUT 11.5 MI. NW. OF AVON, MONTANA.
 RX1024'
 RX1024'TO REACH STATION FROM GARRISON, MONTANA, FROM POST OFFICE, GO W. ON
 RX1024'U.S. HIGHWAY 10 FOR 2.7 MI. TO T-RD. N.  TURN RIGHT (N.) AND FOLLOW
 RX1024'MAIN GRAVELED WARM SPRINGS ROAD FOR 9.5 MI. TO FORK.  FOLLOW MAIN RD.
 RX1024'LEFT FOR 0.2 MI. TO DOUBLE FORKS.  KEEP LEFT AND FOLLOW DIM TRAIL
 RX1024'ACROSS MEADOW FOR 0.8 MI. TO GAP IN TREES IN UPPER NW. CORNER OF
 RX1024'MEADOW.  GO THROUGH GAP AND TURN LEFT KEEPING TO S. TREELINE OF
 RX1024'CLEARING FOR 0.2 MI. TO JUNCTION OF DIM BLAZED TRAIL AND FIRE RD.
 RX1024'LEADING N.  FOLLOW THIS RD. FOR 1.3 MI. TO EDGE OF LARGE CLEARING,
 RX1024'TURN RIGHT AND DRIVE STRAIGHT UP HILL FOR 0.4 MI. TO TOP AND STATION.
 RX1024'
 RX1024'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED IN A LARGE
 RX1024'BOULDER AND STAMPED---COLT 1956---.
 RX1024'
 RX1024'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0055 ***********************************************************************
 TN0055  DESIGNATION -  COLUMBIA FALLS
 TN0055  PID         -  TN0055
 TN0055  STATE/COUNTY-  MT/FLATHEAD
 TN0055  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0055
 TN0055                         *CURRENT SURVEY CONTROL
 TN0055  ___________________________________________________________________
 TN0055* NAD 83(1992)-  48 21 51.17555(N)    114 11 11.36351(W)     ADJUSTED  
 TN0055* NAVD 88     -       928.591  (meters)    3046.55   (feet)  ADJUSTED  
 TN0055  ___________________________________________________________________
 TN0055  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 TN0055  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TN0055  DYNAMIC HT  -         928.576 (meters)    3046.50  (feet)  COMP
 TN0055  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 TN0055
 TN0055  HORZ ORDER  -  FIRST
 TN0055  VERT ORDER  -  FIRST     CLASS II
 TN0055
 TN0055.The horizontal coordinates were established by classical geodetic methods
 TN0055.and adjusted by the National Geodetic Survey in July 1992..
 TN0055
 TN0055.The orthometric height was determined by differential leveling
 TN0055.and adjusted by the National Geodetic Survey in June 1991..
 TN0055.WARNING-Repeat measurements at this control monument indicate possible
 TN0055.vertical movement.
 TN0055
 TN0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0055
 TN0055.The geoid height was determined by GEOID03.
 TN0055
 TN0055.The dynamic height is computed by dividing the NAVD 88
 TN0055.geopotential number by the normal gravity value computed on the
 TN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0055.degrees latitude (g = 980.6199 gals.).
 TN0055
 TN0055.The modeled gravity was interpolated from observed gravity values.
 TN0055
 TN0055;                    North         East     Units Scale Factor Converg.
 TN0055;SPC MT       -   467,560.766   253,058.671   MT  0.99967231   -3 25 41.5
 TN0055;SPC MT       - 1,533,992.01    830,244.98   iFT  0.99967231   -3 25 41.5
 TN0055;UTM  11      - 5,360,607.874   708,383.966   MT  1.00013356   +2 06 12.7
 TN0055
 TN0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0055!SPC MT       -   0.99985700  x   0.99967231  =   0.99952936
 TN0055!UTM  11      -   0.99985700  x   1.00013356  =   0.99999055
 TN0055
 TN0055|---------------------------------------------------------------------|
 TN0055| PID    Reference Object                     Distance      Geod. Az  |
 TN0055|                                                           dddmmss.s |
 TN0055| TN1124 COLUMBIA FALLS RM 3                   7.516 METERS 00605     |
 TN0055| TN0056 COLUMBIA FALLS RM 1                   9.287 METERS 03033     |
 TN0055| TN0057 COLUMBIA FALLS RM 2                   6.234 METERS 12742     |
 TN0055| TN0805 COLUMBIA FALLS SOLDIER HOME TK      APPROX. 2.0 KM 2475901.0 |
 TN0055| TN0784 STANDARD                            APPROX.20.3 KM 3471605.9 |
 TN0055| AI2443 COLUMBIA FALLS AZ MK 2              479.988 METERS 3564920.3 |
 TN0055| TN0058 COLUMBIA FALLS AZ MK                               3570508.2 |
 TN0055|---------------------------------------------------------------------|
 TN0055
 TN0055                          SUPERSEDED SURVEY CONTROL
 TN0055
 TN0055  NAD 83(1986)-  48 21 51.18459(N)    114 11 11.35362(W) AD(       ) 1
 TN0055  NAD 27      -  48 21 51.30871(N)    114 11 07.90547(W) AD(       ) 1
 TN0055  NAVD 88 (12/21/01)  928.59   (m)         3046.5    (f) LEVELING    3  
 TN0055  NGVD 29 (??/??/92)  927.413  (m)         3042.69   (f) ADJ UNCH    1 2
 TN0055
 TN0055.Superseded values are not recommended for survey control.
 TN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0055.See file dsdata.txt to determine how the superseded data were derived.
 TN0055
 TN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0838460608(NAD 83)
 TN0055_MARKER: DS = TRIANGULATION STATION DISK
 TN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0055_STAMPING: COLUMBIA FALLS 1939
 TN0055_MARK LOGO: CGS   
 TN0055_PROJECTION: PROJECTING 15 CENTIMETERS
 TN0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0055+STABILITY: SURFACE MOTION
 TN0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0055+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 TN0055
 TN0055  HISTORY     - Date     Condition        Report By
 TN0055  HISTORY     - 1939     MONUMENTED       CGS
 TN0055  HISTORY     - 1946     GOOD             NGS
 TN0055  HISTORY     - 1964     GOOD             CGS
 TN0055  HISTORY     - 1979     GOOD             NGS
 TN0055  HISTORY     - 1983     GOOD             BPA
 TN0055  HISTORY     - 1983     GOOD             NGS
 TN0055  HISTORY     - 19830917 GOOD             NGS
 TN0055  HISTORY     - 20030922 GOOD             MTDOT
 TN0055
 TN0055                          STATION DESCRIPTION
 TN0055
 TN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TN0055'SIXTY-FIVE HUNDREDTHS MILE SOUTH-SOUTHWEST OF COLUMBIA FALLS
 TN0055'ON THE OLD DIRT ROAD TO KALISPELL, 0.15 MILE BY ROAD NORTHWEST
 TN0055'OF THE STEEL TWO-SPAN BRIDGE ACROSS THE FLATHEAD RIVER, 1/2
 TN0055'MILE SOUTH OF THE MUNICIPAL CAMP GROUNDS, 45 FEET EAST OF THE
 TN0055'CENTER LINE OF THE ROAD, AND 55 FEET SOUTH OF A BLAZED TELEPHONE
 TN0055'POLE.  THE MARK IS SET IN A SQUARE BLOCK OF CONCRETE PROJECTING
 TN0055'ABOUT 8 INCHES ABOVE THE GROUND, 17 FEET WEST OF A WIRE FENCE,
 TN0055'AND STAMPED COLUMBIA FALLS 1939.  THE BAROMETRIC ELEVATION
 TN0055'OF THE STATION IS 2900 FEET.
 TN0055'
 TN0055'TO REACH FROM THE LARGE BRICK CHURCH IN COLUMBIA FALLS, GO
 TN0055'DUE SOUTH FOR 0.65 MILE OR 0.15 MILE BEFORE CROSSING THE RIVER
 TN0055'BRIDGE.  THE STATION IS 45 FEET EAST OF THE CENTER LINE OF
 TN0055'THE ROAD.
 TN0055'
 TN0055'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TN0055'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 TN0055'11A AND 11A RESPECTIVELY.
 TN0055'
 TN0055'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE FENCE LINE AND 60
 TN0055'FEET EAST OF THE CENTER LINE OF THE ROAD, AND PROJECTS ABOUT
 TN0055'10 INCHES ABOVE THE GROUND, STAMPED COLUMBIA FALLS NO. 1 1939.
 TN0055'
 TN0055'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE FENCE LINE, 60 FEET
 TN0055'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 6 INCHES HIGHER
 TN0055'THAN STATION MARK, PROJECTS ABOUT 6 INCHES ABOVE THE GROUND,
 TN0055'AND IS STAMPED COLUMBIA FALLS NO. 2 1939.
 TN0055'
 TN0055'AZIMUTH MARK IS ABOUT 500 YARDS NORTH OF THE STATION, 30 FEET
 TN0055'WEST OF THE CENTER LINE OF THE ROAD, 10 FEET EAST OF THE FENCE
 TN0055'LINE, AND 12 FEET SOUTH OF A TELEPHONE POLE, AND PROJECTS ABOUT
 TN0055'9 INCHES ABOVE THE GROUND.  THE MARK IS NOT VISIBLE FROM
 TN0055'THE GROUND, WEEDS AND TALL GRASS OBSTRUCTING IT.  IT IS
 TN0055'STAMPED COLUMBIA FALLS 1939.
 TN0055
 TN0055                          STATION RECOVERY (1946)
 TN0055
 TN0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TN0055'1.4 MI SW FROM COLUMBIA FALLS.
 TN0055'0.7 MILE SOUTH ALONG MAIN STREET, THENCE.  0.2 MILE WEST ALONG STATE
 TN0055'HIGHWAY NO. 37, THENCE.  0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE
 TN0055'GREAT NORTHERN RAILWAY STATION AT COLUMBIA FALLS, ABOUT 130.0 FEET
 TN0055'NORTH OF A FENCE CORNER AT A T JUNCTION, 48.0 FEET EAST OF CENTERLINE
 TN0055'OF THE ROAD, 3.6 FEET WEST OF A WIRE FENCE, AND PROJECTING 0.6 FOOT
 TN0055'ABOVE THE GROUND.
 TN0055
 TN0055                          STATION RECOVERY (1964)
 TN0055
 TN0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 TN0055'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TN0055'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  THE DESCRIPTION
 TN0055'IS ADEQUATE EXCEPT THAT THE BLAZED TELEPHONE POLE HAS BEEN
 TN0055'REPLACED BY A NEW POLE, WHICH HAS A TRANSFORMER AT THE TOP.
 TN0055'THE STATION AS RECOVERED IS ABOUT 150 FEET SOUTHWEST OF THE
 TN0055'SOUTHWEST CORNER OF A SMALL WHITE HOUSE ON THE EAST SIDE OF THE
 TN0055'ROAD, AND ABOUT 30 FEET NORTHEAST OF A ROAD SIGN MARKED SPEED
 TN0055'LIMIT 25.  THE ROAD IS NOW PAVED TO A POINT WITHIN 0.1 MILE OF
 TN0055'THE BRIDGE.
 TN0055
 TN0055                          STATION RECOVERY (1979)
 TN0055
 TN0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0055'0.3 MILE SOUTHWEST ALONG RAILROAD STREET FROM THE RAILROAD STATION
 TN0055'IN COLUMBIA FALLS TO WHERE THE STREET CURVES AND HEADS SOUTH AND
 TN0055'CHANGES INTO FOURTH AVENUE WEST, THENCE 1.0 MILE SOUTH ALONG 4TH
 TN0055'AVENUE WEST TO A T JUNCTION OF A GRAVEL ROAD WEST AND A CURVE EAST,
 TN0055'130 FEET NORTH OF A SOUTHWEST WIRE FENCE CORNER AT THE CURVE, 39
 TN0055'FEET EAST OF THE CENTERLINE OF 4TH AVENUE WEST, 54 FEET SOUTH OF
 TN0055'A NORTHWEST WIRE FENCE CORNER AND POWERLINE POLE NO. 175500 AND 4.5
 TN0055'FEET WEST OF THE FENCE LINE.
 TN0055'THE MARK IS 4 FT  W FROM A WITNESS POST.
 TN0055'THE MARK IS ABOVE LEVEL WITH THE STREET.
 TN0055
 TN0055                          STATION RECOVERY (1983)
 TN0055
 TN0055'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1983 (CH)
 TN0055'USC AND GS COLUMBIA FALLS 1939 STATION AS DESCRIBED EXCEPT FOR R.M.
 TN0055'1, WHICH IS DESTROYED.
 TN0055'
 TN0055'TO-REACH VERY DIFFICULT TO FOLLOW.  NEW TO-REACH.
 TN0055'
 TN0055'FROM COL. FALLS P.O. SOUTH TO 6TH ST., EAST ON 6TH TO 4TH ST., LEFT
 TN0055'AND SOUTH 0.6 MI, STATION IS 45 FT. OF EAST OF RD., 30 FT. N.E.
 TN0055'ROAD SIGN, 4 FT WEST FW., 55 FT. SOUTH TELP. POLE.
 TN0055'
 TN0055'MARK SET IN SQUARE CONC. BLOCK 8 INCHES ABOVE GROUND.  RM NO. 1 AND
 TN0055'AZM. DESTROYED.
 TN0055
 TN0055                          STATION RECOVERY (1983)
 TN0055
 TN0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TN0055'RECOVERED IN GOOD CONDITION.
 TN0055
 TN0055                          STATION RECOVERY (1983)
 TN0055
 TN0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 TN0055'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 TN0055'CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 TN0055'A SHORTER DISTANCE OF 0.038 M (0.125 FT) TO REFERENCE MARK 2 WAS NOTED
 TN0055'AND VERIFIED AT THIS DATE.  A NEW REFERENCE MARK 3 AND AN AZIMUTH MARK
 TN0055'WERE ESTABLISHED AT THIS DATE.  A COMPLETE DESCRIPTION FOLLOWS.
 TN0055'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF THE CITY OF COLUMBIA
 TN0055'FALLS ON ROAD RIGHT OF WAY.  TO REACH THE STATION FROM THE POST OFFICE
 TN0055'IN COLUMBIA FALLS, GO WEST ON 6TH STREET FOR 0.16 KM (0.10 MI) TO THE
 TN0055'INTERSECTION OF WEST 4TH ST.  TURN LEFT AND GO SOUTH ON WEST 4TH
 TN0055'STREET FOR 0.032 KM (0.00 MI) TO THE JUNCTION OF U.S HIGHWAY 2.
 TN0055'CONTINUE SOUTH ON WEST 4TH STREET FOR 0.32 KM (0.20 MI) TO HOUSE
 TN0055'NUMBER 1116 ON THE RIGHT AND THE AZIMUTH MARK.  CONTINUE SOUTH ON WEST
 TN0055'4TH STREET FOR 0.48 KM (0.30 MI) TO THE MARK ON THE LEFT.
 TN0055'THE STATION IS A STANDARD CGS DISK STAMPED,---COLUMBIA FALLS 1939---,
 TN0055'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON
 TN0055'SIDE PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND.  THE STATION IS
 TN0055'LOCATED 11.5 METERS (37.7 FT) EAST FROM THE CENTER OF WEST WEST 4TH
 TN0055'ST, 16.4 METERS (53.8 FT) SOUTH FROM A POLE WITH TRANSFORMER NUMBER
 TN0055'175 500, 1.2 METERS (3.9 FT) WEST FROM A WITNESS POST IN RIGHT OF WAY
 TN0055'FENCE AND 14.3 METERS (46.9 FT) NORTH FROM THE NORTH GATE POST.
 TN0055'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED,---COLUMBIA FALLS
 TN0055'NO 2 1939---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT.  THE
 TN0055'STATION IS LOCATED 21 METERS (68.9 FT) SOUTH-SOUTHEAST FROM A POWER
 TN0055'POLE WITH TRANSFORMER, 11.3 METERS (37.1 FT) NORTH-NORTHEAST FROM THE
 TN0055'NORTH GATE POST, 5 METERS (16.4 FT) EAST-SOUTHEAST FROM THE WITNESS
 TN0055'WITNESS POST AND 3.7 METERS (12.1 FT) EAST FROM THE RIGHT OF WAY
 TN0055'FENCE.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,---COLUMBIA
 TN0055'FALLS 1939 NO 3 1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 TN0055'30 CM (12 INCHES) IN DIAMETER PROJECTING 3 CM (1.2 INCHES) ABOVE THE
 TN0055'GROUND.  THE STATION IS LOCATED 17.4 METERS (57.1 FT) NORTH FROM THE
 TN0055'NORTH GATE POST, 7.6 METERS (24.9 FT) NORTH-NORTHWEST FROM THE WITNESS
 TN0055'POST, 12 METERS (39.4 FT) EAST FROM THE CENTER OF THE ROAD AND 0.3
 TN0055'METER (1.0 FT) WEST FROM THE RIGHT OF WAY FENCE.  AZIMUTH MARK NO 2 IS
 TN0055'A STANDARD NGS DISK STAMPED, ---COLUMBIA FALLS 1939 NO 2 1983---.  THE
 TN0055'STATION IS LOCATED 14.6 METERS (47.9 FT) WEST FROM THE CENTER OF WEST
 TN0055'4TH STREET, 6.1 METERS (20.0 FT) NORTHEAST FROM THE SOUTHEAST CORNER
 TN0055'OF THE GARAGE AT HOUSE 1116 AND 2.4 METERS (7.9 FT) SOUTHWEST FROM A
 TN0055'FIR TREE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 TN0055'WEST 4TH STREET FOR 0.48 KM (0.30 MI) TO HOUSE NUMBER 1116 ON THE LEFT
 TN0055'AND THE STATION.
 TN0055
 TN0055                          STATION RECOVERY (2003)
 TN0055
 TN0055'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (JAT)
 TN0055'(2003)THE POINT CAN BE FOUND AS FOLLOWS, FROM THE INTERSECTION OF
 TN0055'STATE HIGHWAY 2 AND 4TH AVE. WEST IN COLUMBIA FALLS MT., SOUTH 0.4
 TN0055'MILES ALONG 4TH AVE. WEST.  THE POINT (COLUMBIA FALLS) IS 38 FEET EAST
 TN0055'OF THE CENTERLINE OF 4TH AVE. WEST.  POWER POLE NO. 175500 BEARS
 TN0055'NORTHERLY 22 FEET.  NO REFERENCE MARKS WERE LOOKED FOR IN THIS SURVEY.
 TN0055' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2443 ***********************************************************************
 AI2443  DESIGNATION -  COLUMBIA FALLS AZ MK 2
 AI2443  PID         -  AI2443
 AI2443  STATE/COUNTY-  MT/FLATHEAD
 AI2443  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 AI2443
 AI2443                         *CURRENT SURVEY CONTROL
 AI2443  ___________________________________________________________________
 AI2443* NAD 83(1992)-  48 22 06.69120(N)    114 11 12.65630(W)     ADJUSTED  
 AI2443* NAVD 88     -       933.5    (meters)    3063.     (feet)  VERT ANG  
 AI2443  ___________________________________________________________________
 AI2443  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 AI2443  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 AI2443
 AI2443  HORZ ORDER  -  THIRD
 AI2443
 AI2443.The horizontal coordinates were established by classical geodetic methods
 AI2443.and adjusted by the National Geodetic Survey in December 2001..
 AI2443
 AI2443.The orthometric height was determined by vertical angle observations.
 AI2443
 AI2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2443
 AI2443.The geoid height was determined by GEOID03.
 AI2443
 AI2443;                    North         East     Units Scale Factor Converg.
 AI2443;SPC MT       -   468,040.592   253,060.768   MT  0.99967410   -3 25 42.4
 AI2443;SPC MT       - 1,535,566.25    830,251.86   iFT  0.99967410   -3 25 42.4
 AI2443;UTM  11      - 5,361,085.888   708,339.779   MT  1.00013333   +2 06 12.2
 AI2443
 AI2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2443!SPC MT       -   0.99985623  x   0.99967410  =   0.99953038
 AI2443!UTM  11      -   0.99985623  x   1.00013333  =   0.99998954
 AI2443
 AI2443                          SUPERSEDED SURVEY CONTROL
 AI2443
 AI2443.No superseded survey control is available for this station.
 AI2443
 AI2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0834061086(NAD 83)
 AI2443_MARKER: DZ = AZIMUTH MARK DISK
 AI2443_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2443_SP_SET: SET IN DRILL HOLE IN SIDEWALK
 AI2443_STAMPING: COLUMBIA FALLS 1939 NO 2 1983
 AI2443_MARK LOGO: NGS   
 AI2443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2443
 AI2443  HISTORY     - Date     Condition        Report By
 AI2443  HISTORY     - 1983     MONUMENTED       NGS
 AI2443
 AI2443                          STATION DESCRIPTION
 AI2443
 AI2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AI2443'THE STATION IS LOCATED AT THE RESIDENCE OF MR AND MRS JOHN POPA, 1116
 AI2443'WEST 4TH ST, COLUMBIA FALLS.  TO REACH THE STATION FROM THE POST
 AI2443'OFFICE IN COLUMBIA FALLS GO WEST ON 6TH STREET FOR 0.16 KM (0.10 MI)
 AI2443'TO THE JUNCTION OF WEST 4TH STREET.  TURN LEFT AND GO WEST ON WEST 4TH
 AI2443'STREET FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF U.S HIGHWAY 2.
 AI2443'CONTINUE SOUTH ON WEST 4TH STREET 0.32 KM (0.20 MI) TO HOUSE NUMBER
 AI2443'1116 ON THE RIGHT.  THE STATION MARK IS A STANDARD AZIMUTH MARK DISK
 AI2443'STAMPED---COLUMBIA FALLS 1939 NO 2 1983--- SET IN A DRILL HOLE IN THE
 AI2443'SIDEWALK.  14.6 M (47.9 FT) WEST OF THE CENTER OF WEST 4TH STREET, 6.1
 AI2443'M (20.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE AND 2.4 M
 AI2443'(8.0 FT) SOUTHWEST OF A FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0057 ***********************************************************************
 TN0057  DESIGNATION -  COLUMBIA FALLS RM 2
 TN0057  PID         -  TN0057
 TN0057  STATE/COUNTY-  MT/FLATHEAD
 TN0057  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0057
 TN0057                         *CURRENT SURVEY CONTROL
 TN0057  ___________________________________________________________________
 TN0057* NAD 83(1992)-  48 21 51.05212(N)    114 11 11.12386(W)     ADJUSTED  
 TN0057* NAVD 88     -       928.703  (meters)    3046.92   (feet)  ADJUSTED  
 TN0057  ___________________________________________________________________
 TN0057  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 TN0057  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TN0057  DYNAMIC HT  -         928.687 (meters)    3046.87  (feet)  COMP
 TN0057  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 TN0057
 TN0057  HORZ ORDER  -  THIRD
 TN0057  VERT ORDER  -  FIRST     CLASS II
 TN0057
 TN0057.The horizontal coordinates were established by classical geodetic methods
 TN0057.and adjusted by the National Geodetic Survey in December 2001..
 TN0057
 TN0057.The orthometric height was determined by differential leveling
 TN0057.and adjusted by the National Geodetic Survey in June 1991..
 TN0057
 TN0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0057
 TN0057.The geoid height was determined by GEOID03.
 TN0057
 TN0057.The dynamic height is computed by dividing the NAVD 88
 TN0057.geopotential number by the normal gravity value computed on the
 TN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0057.degrees latitude (g = 980.6199 gals.).
 TN0057
 TN0057.The modeled gravity was interpolated from observed gravity values.
 TN0057
 TN0057;                    North         East     Units Scale Factor Converg.
 TN0057;SPC MT       -   467,556.666   253,063.365   MT  0.99967229   -3 25 41.3
 TN0057;SPC MT       - 1,533,978.56    830,260.38   iFT  0.99967229   -3 25 41.3
 TN0057;UTM  11      - 5,360,604.244   708,389.036   MT  1.00013359   +2 06 12.9
 TN0057
 TN0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0057!SPC MT       -   0.99985699  x   0.99967229  =   0.99952932
 TN0057!UTM  11      -   0.99985699  x   1.00013359  =   0.99999056
 TN0057
 TN0057                          SUPERSEDED SURVEY CONTROL
 TN0057
 TN0057  NAVD 88 (12/21/01)  928.70   (m)         3046.9    (f) LEVELING    3  
 TN0057  NGVD 29 (??/??/92)  927.540  (m)         3043.10   (f) ADJ UNCH    1 2
 TN0057
 TN0057.Superseded values are not recommended for survey control.
 TN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0057.See file dsdata.txt to determine how the superseded data were derived.
 TN0057
 TN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0838960604(NAD 83)
 TN0057_MARKER: DR = REFERENCE MARK DISK
 TN0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0057_STAMPING: COLUMBIA FALLS R.M. 2 1939
 TN0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0057+STABILITY: SURFACE MOTION
 TN0057
 TN0057  HISTORY     - Date     Condition        Report By
 TN0057  HISTORY     - 1939     MONUMENTED       CGS
 TN0057  HISTORY     - 1946     GOOD             NGS
 TN0057  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0057  HISTORY     - 1983     GOOD             NGS
 TN0057
 TN0057                          STATION DESCRIPTION
 TN0057
 TN0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0057'1.4 MI SW FROM COLUMBIA FALLS.
 TN0057'0.7 MILE SOUTH ALONG MAIN STREET, THENCE.  0.2 MILE WEST ALONG STATE
 TN0057'HIGHWAY NO. 37, THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE
 TN0057'GREAT NORTHERN RAILWAY STATION, ABOUT 240.0 FEET NORTH OF A FENCE
 TN0057'CORNER AT A T JUNCTION, 65.0 FEET EAST OF CENTERLINE OF THE ROAD, 12.5
 TN0057'FEET WEST OF A WIRE FENCE, AND PROJECTING 0.6 FOOT ABOVE THE GROUND.
 TN0057
 TN0057                          STATION RECOVERY (1979)
 TN0057
 TN0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0057'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE. NOTE--THIS AREA HAS BEEN
 TN0057'BUILT UP SINCE 1939 AND THE MEASUREMENTS PLACE THIS MARK IN THE LAWN
 TN0057'OF A ONE STORY FRAME HOUSE.  MARK IS PRESUMED DESTROYED.
 TN0057
 TN0057                          STATION RECOVERY (1983)
 TN0057
 TN0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TN0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1124 ***********************************************************************
 TN1124  DESIGNATION -  COLUMBIA FALLS RM 3
 TN1124  PID         -  TN1124
 TN1124  STATE/COUNTY-  MT/FLATHEAD
 TN1124  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN1124
 TN1124                         *CURRENT SURVEY CONTROL
 TN1124  ___________________________________________________________________
 TN1124* NAD 83(1992)-  48 21 51.41751(N)    114 11 11.32476(W)     ADJUSTED  
 TN1124* NAVD 88     -       928.59   (meters)    3046.5    (feet)  RESET     
 TN1124  ___________________________________________________________________
 TN1124  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 TN1124  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TN1124
 TN1124  HORZ ORDER  -  THIRD
 TN1124  VERT ORDER  -  THIRD
 TN1124
 TN1124.The horizontal coordinates were established by classical geodetic methods
 TN1124.and adjusted by the National Geodetic Survey in December 2001..
 TN1124
 TN1124.The orthometric height was computed from unverified reset data.
 TN1124.No vertical observational check was made to the station.
 TN1124
 TN1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1124
 TN1124.The geoid height was determined by GEOID03.
 TN1124
 TN1124;                    North         East     Units Scale Factor Converg.
 TN1124;SPC MT       -   467,568.176   253,059.913   MT  0.99967233   -3 25 41.4
 TN1124;SPC MT       - 1,534,016.33    830,249.06   iFT  0.99967233   -3 25 41.4
 TN1124;UTM  11      - 5,360,615.373   708,384.489   MT  1.00013356   +2 06 12.7
 TN1124
 TN1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1124!SPC MT       -   0.99985700  x   0.99967233  =   0.99952938
 TN1124!UTM  11      -   0.99985700  x   1.00013356  =   0.99999055
 TN1124
 TN1124                          SUPERSEDED SURVEY CONTROL
 TN1124
 TN1124  NAVD 88 (12/21/01)  928.59   (m)         3046.5    (f) LEVELING    3  
 TN1124  NGVD 29 (03/30/06)  927.41   (m)         3042.7    (f) RESET       3  
 TN1124
 TN1124.Superseded values are not recommended for survey control.
 TN1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1124.See file dsdata.txt to determine how the superseded data were derived.
 TN1124
 TN1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0838460615(NAD 83)
 TN1124_MARKER: DR = REFERENCE MARK DISK
 TN1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN1124_SP_SET: CONCRETE POST
 TN1124_STAMPING: COLUMBIA FALLS 1939 NO 3 1983
 TN1124_MARK LOGO: NGS   
 TN1124_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1124+STABILITY: SURFACE MOTION
 TN1124
 TN1124  HISTORY     - Date     Condition        Report By
 TN1124  HISTORY     - 1983     MONUMENTED       NGS
 TN1124
 TN1124                          STATION DESCRIPTION
 TN1124
 TN1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TN1124'0.16 KM (0.10 MI) WEST ALONG 6TH STREET FROM THE POST OFFICE IN
 TN1124'COLUMBIA FALLS TO THE INTERSECTION OF WEST 4TH STREET, THENCE 0.32 KM
 TN1124'(0.20 MI) SOUTH ALONG WEST 4TH STREET TO THE JUNCTION OF US HIGHWAY
 TN1124'2, CONTINUE SOUTH ON WEST 4TH STREET FOR 0.8 KM (0.50 MI) TO THE MARK
 TN1124'ON THE LEFT, 17.4 M (57.1 FT) NORTH OF THE NORTH GATE POST, 12 M
 TN1124'(39.4 FT) EAST OF THE CENTER OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF
 TN1124'THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0805 ***********************************************************************
 TN0805  DESIGNATION -  COLUMBIA FALLS SOLDIER HOME TK
 TN0805  PID         -  TN0805
 TN0805  STATE/COUNTY-  MT/FLATHEAD
 TN0805  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0805
 TN0805                         *CURRENT SURVEY CONTROL
 TN0805  ___________________________________________________________________
 TN0805* NAD 83(1992)-  48 21 27.19301(N)    114 12 40.32113(W)     ADJUSTED  
 TN0805* NAVD 88     -                                                        
 TN0805  ___________________________________________________________________
 TN0805  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 TN0805  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 TN0805
 TN0805  HORZ ORDER  -  THIRD
 TN0805
 TN0805.The horizontal coordinates were established by classical geodetic methods
 TN0805.and adjusted by the National Geodetic Survey in July 1992..
 TN0805
 TN0805
 TN0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0805
 TN0805.The geoid height was determined by GEOID03.
 TN0805
 TN0805;                    North         East     Units Scale Factor Converg.
 TN0805;SPC MT       -   466,931.314   251,187.039   MT  0.99966954   -3 26 46.5
 TN0805;SPC MT       - 1,531,926.88    824,104.46   iFT  0.99966954   -3 26 46.5
 TN0805;UTM  11      - 5,359,800.575   706,580.898   MT  1.00012437   +2 05 05.4
 TN0805
 TN0805                          SUPERSEDED SURVEY CONTROL
 TN0805
 TN0805  NAD 83(1986)-  48 21 27.20243(N)    114 12 40.31082(W) AD(       ) 4
 TN0805  NAD 27      -  48 21 27.32766(N)    114 12 36.85116(W) AD(       ) 3
 TN0805
 TN0805.Superseded values are not recommended for survey control.
 TN0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0805.See file dsdata.txt to determine how the superseded data were derived.
 TN0805
 TN0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0658159801(NAD 83)
 TN0805_MARKER: 51 = TANK
 TN0805_SETTING: 0 = UNSPECIFIED SETTING
 TN0805
 TN0805  HISTORY     - Date     Condition        Report By
 TN0805  HISTORY     - 1959     FIRST OBSERVED   CGS
 TN0805  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TN0805  HISTORY     - 19830917 GOOD             NGS
 TN0805
 TN0805                          STATION DESCRIPTION
 TN0805
 TN0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0805'STATION IS LOCATED ABOUT 1-1/4 MILES WEST AND 1 MILE SOUTH
 TN0805'OF COLUMBIA FALLS, IN THE SOUTH CENTRAL PART OF SECTION 18,
 TN0805'T 30 N, R 20 W, AT THE SOUTHWEST CORNER OF THE ADMINSTRATION
 TN0805'GROUNDS OVERLOOKING THE FLATHEAD RIVER FROM THE NORTH BANK.
 TN0805'IT IS THE FINIAL AT THE APEX OF THE WATER TANK WHICH IS SUPPORTED
 TN0805'BY FOUR LACED STEEL LEGS.  THE STRUCTURE IS PAINTED (CHECKERED)
 TN0805'RED AND WHITE AND HAS AN OVERALL HEIGHT OF 170 FEET.
 TN0805
 TN0805                          STATION RECOVERY (1964)
 TN0805
 TN0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 TN0805'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TN0805
 TN0805                          STATION RECOVERY (1983)
 TN0805
 TN0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 TN0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0591 ***********************************************************************
 QW0591  DESIGNATION -  COLUMBUS
 QW0591  PID         -  QW0591
 QW0591  STATE/COUNTY-  MT/STILLWATER
 QW0591  USGS QUAD   -  WHITEBIRD SCHOOL (1955)
 QW0591
 QW0591                         *CURRENT SURVEY CONTROL
 QW0591  ___________________________________________________________________
 QW0591* NAD 83(1992)-  45 35 59.21524(N)    109 20 56.36672(W)     ADJUSTED  
 QW0591* NAVD 88     -      1343.2    (meters)    4407.     (feet)  VERTCON   
 QW0591  ___________________________________________________________________
 QW0591  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 QW0591  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 QW0591
 QW0591  HORZ ORDER  -  THIRD
 QW0591
 QW0591.The horizontal coordinates were established by classical geodetic methods
 QW0591.and adjusted by the National Geodetic Survey in July 1992..
 QW0591
 QW0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0591
 QW0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0591
 QW0591.The geoid height was determined by GEOID03.
 QW0591
 QW0591;                    North         East     Units Scale Factor Converg.
 QW0591;SPC MT       -   150,023.268   611,778.100   MT  0.99969296   +0 06 37.7
 QW0591;SPC MT       -   492,202.32  2,007,146.00   iFT  0.99969296   +0 06 37.7
 QW0591;UTM  12      - 5,050,907.718   628,759.690   MT  0.99980383   +1 10 47.1
 QW0591
 QW0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0591!SPC MT       -   0.99979133  x   0.99969296  =   0.99948435
 QW0591!UTM  12      -   0.99979133  x   0.99980383  =   0.99959520
 QW0591
 QW0591:                Primary Azimuth Mark                     Grid Az
 QW0591:SPC MT       -  TRIPLET                                  265 59 54.2
 QW0591:UTM  12      -  TRIPLET                                  264 55 44.8
 QW0591
 QW0591|---------------------------------------------------------------------|
 QW0591| PID    Reference Object                     Distance      Geod. Az  |
 QW0591|                                                           dddmmss.s |
 QW0591| QW0592 TRIPLET                             APPROX. 6.6 KM 2660631.9 |
 QW0591|---------------------------------------------------------------------|
 QW0591
 QW0591                          SUPERSEDED SURVEY CONTROL
 QW0591
 QW0591  NAD 83(1986)-  45 35 59.21421(N)    109 20 56.34274(W) AD(       ) 3
 QW0591  NAD 27      -  45 35 59.41501(N)    109 20 53.75029(W) AD(       ) 3
 QW0591  NGVD 29 (07/19/86) 1342.3    (m)         4404.     (f) VERT ANG       
 QW0591
 QW0591.Superseded values are not recommended for survey control.
 QW0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0591.See file dsdata.txt to determine how the superseded data were derived.
 QW0591
 QW0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR2876050908(NAD 83)
 QW0591_MARKER: DD = SURVEY DISK
 QW0591_SETTING: 66 = SET IN ROCK OUTCROP
 QW0591_SP_SET: SET IN ROCK OUTCROP
 QW0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0591+STABILITY: POSITION/ELEVATION WELL
 QW0591
 QW0591  HISTORY     - Date     Condition        Report By
 QW0591  HISTORY     - 1952     MONUMENTED       USGS
 QW0591
 QW0591                          STATION DESCRIPTION
 QW0591
 QW0591'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0591'STATION IS ON HIGH GROUND SURROUNDED BY A CULTIVATED FIELD.
 QW0591'IT IS 272 FT. SW. OF ROCK OUTCROP AT CROPLINE AND 220 FT. N. OF LONE
 QW0591'BUSH AT CROPLINE.  SEC.1 R.19 E., T.3 S.,4.25 AIR MI. SW. OF COLUMBUS,
 QW0591'8 AIR MI. NE. OF ABSAROKEE, MONTANA.
 QW0591'
 QW0591'TO REACH FROM NORTHERN PACIFIC RAILROAD STATION AT COLUMBUS, MONTANA,
 QW0591'GO E. ON U.S. HIGHWAY 10, 2 BLOCKS, TURN RIGHT -S.- AND FOLLOW
 QW0591'COLUMBUS-ABSAROKEE HIGHWAY 2.4 MI. TO T-RD.W., TURN RIGHT W. FOLLOW
 QW0591'RD. OVER STILLWATER RIVER 2.3 MI. TO T-RD. S, TURN LEFT S. GO 1.2 MI.
 QW0591'TO LANE TO RANCH HOUSE ON LEFT, TURN INTO LANE, GO PAST RANCH HOUSE,
 QW0591'FOLLOW RD. THAT LEADS S. UP HILL FROM HOUSE FOR 1.2 MI. TO GATE IN N-S
 QW0591'FENCE, GO THROUGH GATE, CONTINUE S. ALONG RD. FOR 0.1 MI. TURN RIGHT,
 QW0591'FOLLOW RD.W. THROUGH FIELD FOR 0.5 MI. TURN RIGHT, DRIVE THROUGH
 QW0591'CULTIVATED FIELD 0.1 MI. TO TOP OF HILL AND STATION.
 QW0591'
 QW0591'STATION MARK - STANDARD TABLET STAMPED---COLUMBUS 1952 4409--- SET IN
 QW0591'A ROCK OUTCROP LEVEL WITH GROUND.
 QW0591'
 QW0591'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1589 ***********************************************************************
 SS1589  DESIGNATION -  COMER
 SS1589  PID         -  SS1589
 SS1589  STATE/COUNTY-  MT/CASCADE
 SS1589  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS1589
 SS1589                         *CURRENT SURVEY CONTROL
 SS1589  ___________________________________________________________________
 SS1589* NAD 83(1992)-  47 26 37.28937(N)    111 25 53.16620(W)     ADJUSTED  
 SS1589* NAVD 88     -      1140.9    (meters)    3743.     (feet)  VERTCON   
 SS1589  ___________________________________________________________________
 SS1589  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 SS1589  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS1589
 SS1589  HORZ ORDER  -  THIRD
 SS1589
 SS1589.The horizontal coordinates were established by classical geodetic methods
 SS1589.and adjusted by the National Geodetic Survey in July 1992..
 SS1589
 SS1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1589
 SS1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1589
 SS1589.The geoid height was determined by GEOID03.
 SS1589
 SS1589;                    North         East     Units Scale Factor Converg.
 SS1589;SPC MT       -   356,670.363   454,422.385   MT  0.99942091   -1 24 46.3
 SS1589;SPC MT       - 1,170,178.36  1,490,887.09   iFT  0.99942091   -1 24 46.3
 SS1589;UTM  12      - 5,254,562.065   467,472.446   MT  0.99961300   -0 19 04.1
 SS1589
 SS1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1589!SPC MT       -   0.99982341  x   0.99942091  =   0.99924442
 SS1589!UTM  12      -   0.99982341  x   0.99961300  =   0.99943648
 SS1589
 SS1589                          SUPERSEDED SURVEY CONTROL
 SS1589
 SS1589  NAD 83(1986)-  47 26 37.29093(N)    111 25 53.14833(W) AD(       ) 3
 SS1589  NGVD 29 (05/18/92) 1140.0    (m)         3740.     (f) VERT ANG       
 SS1589
 SS1589.Superseded values are not recommended for survey control.
 SS1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1589.See file dsdata.txt to determine how the superseded data were derived.
 SS1589
 SS1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6747254562(NAD 83)
 SS1589_MARKER: DS = TRIANGULATION STATION DISK
 SS1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1589+STABILITY: SURFACE MOTION
 SS1589
 SS1589  HISTORY     - Date     Condition        Report By
 SS1589  HISTORY     - 1947     MONUMENTED       USGS
 SS1589
 SS1589                          STATION DESCRIPTION
 SS1589
 SS1589'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1589'STATION LOCATED APPROXIMATELY 7 MI. SW. OF GREAT FALLS, MONTANA, ON
 SS1589'THE TOP OF ANTELOPE BUTTE, STATION IS LOCATED ON SW. CORNER OF BUTTE.
 SS1589'
 SS1589'TO REACH, PROCEED ON U.S. HIGHWAY 91 TO TURN OFF AT COMER HOUSE.  FROM
 SS1589'THE HOUSE PROCEED E. ALONG E-W. FENCE LINE TO N-S. FENCE LINE, THENCE
 SS1589'N. ALONG N-S. FENCE LINE TO E-W. FENCE LINE, STATION IS LOCATED ACROSS
 SS1589'THIS FENCE N. APPROXIMATELY 65 FT., ON TOP OF THE RISE.
 SS1589'
 SS1589'RECOVERED BY USGS IN 1953 AND 1965.
 SS1589'
 SS1589'STATION MARK--STANDARD TABLET STAMPED---COMER 1947---, SET IN
 SS1589'CONCRETE MONUMENT.
 SS1589'
 SS1589'REFERENCE MARK NO. 1--STANDARD TABLET SET IN LARGE ROCK FLUSH WITH
 SS1589'THE SURFACE OF THE GROUND, 49.96 FT.  FROM STATION
 SS1589'S 83 DEGREES 54 MINUTES W.
 SS1589'
 SS1589'REFERENCE MARK NO. 2--STANDARD TABLET SET IN LARGE ROCK FLUSH WITH
 SS1589'THE SURFACE OF THE GROUND, 22.35 FT. FROM STATION
 SS1589'S 10 DEGREES 59 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0578 ***********************************************************************
 QY0578  DESIGNATION -  COMET
 QY0578  PID         -  QY0578
 QY0578  STATE/COUNTY-  MT/BEAVERHEAD
 QY0578  USGS QUAD   -  ELKHORN HOT SPRINGS (1988)
 QY0578
 QY0578                         *CURRENT SURVEY CONTROL
 QY0578  ___________________________________________________________________
 QY0578* NAD 83(1992)-  45 27 36.48875(N)    113 02 38.92403(W)     ADJUSTED  
 QY0578* NAVD 88     -      3114.2    (meters)   10217.     (feet)  VERTCON   
 QY0578  ___________________________________________________________________
 QY0578  LAPLACE CORR-           9.20  (seconds)                    DEFLEC99
 QY0578  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 QY0578
 QY0578  HORZ ORDER  -  THIRD
 QY0578
 QY0578.The horizontal coordinates were established by classical geodetic methods
 QY0578.and adjusted by the National Geodetic Survey in July 1992..
 QY0578
 QY0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0578
 QY0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0578
 QY0578.The geoid height was determined by GEOID03.
 QY0578
 QY0578;                    North         East     Units Scale Factor Converg.
 QY0578;SPC MT       -   140,764.459   322,963.518   MT  0.99975497   -2 35 33.2
 QY0578;SPC MT       -   461,825.65  1,059,591.59   iFT  0.99975497   -2 35 33.2
 QY0578;UTM  12      - 5,036,100.136   340,185.284   MT  0.99991403   -1 27 26.3
 QY0578
 QY0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0578!SPC MT       -   0.99951383  x   0.99975497  =   0.99926892
 QY0578!UTM  12      -   0.99951383  x   0.99991403  =   0.99942790
 QY0578
 QY0578:                Primary Azimuth Mark                     Grid Az
 QY0578:SPC MT       -  TORREY 2                                 097 21 54.5
 QY0578:UTM  12      -  TORREY 2                                 096 13 47.6
 QY0578
 QY0578|---------------------------------------------------------------------|
 QY0578| PID    Reference Object                     Distance      Geod. Az  |
 QY0578|                                                           dddmmss.s |
 QY0578| QY0553 TORREY 2                            APPROX. 5.6 KM 0944621.3 |
 QY0578|---------------------------------------------------------------------|
 QY0578
 QY0578                          SUPERSEDED SURVEY CONTROL
 QY0578
 QY0578  NAD 83(1986)-  45 27 36.48769(N)    113 02 38.92285(W) AD(       ) 3
 QY0578  NAD 27      -  45 27 36.75640(N)    113 02 35.78180(W) AD(       ) 3
 QY0578  NGVD 29 (07/19/86) 3112.6    (m)        10212.     (f) VERT ANG       
 QY0578
 QY0578.Superseded values are not recommended for survey control.
 QY0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0578.See file dsdata.txt to determine how the superseded data were derived.
 QY0578
 QY0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4018536100(NAD 83)
 QY0578_MARKER: DD = SURVEY DISK
 QY0578_SETTING: 66 = SET IN ROCK OUTCROP
 QY0578_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QY0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0578+STABILITY: POSITION/ELEVATION WELL
 QY0578
 QY0578  HISTORY     - Date     Condition        Report By
 QY0578  HISTORY     - 1958     MONUMENTED       USGS
 QY0578
 QY0578                          STATION DESCRIPTION
 QY0578
 QY0578'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QY0578'ABOUT 6.0 MI. N. AND 4.0 MI. E. OF POLARIS, MONTANA, IN SEC. 26,
 QY0578'T 4 S, R 12 W, ON A BARE TOPPED ROCKY MOUNTAIN KNOWN AS COMET MTN.,
 QY0578'ON THE CREST OF THE MOUNTAIN.
 QY0578'
 QY0578'TO REACH STATION FROM THE POLARIS POST OFFICE DRIVE N. 4.2 MI. ALONG
 QY0578'ELKHORN SPRINGS RD. TO TRACK RD. RIGHT (ACROSS FROM MCCRACKENS
 QY0578'CABINS), TURN RIGHT GOING THRU GATE AND CROSSING GRASSHOPPER CREEK
 QY0578'DRIVING 0.6 MI. TO Y-RD., CONTINUE LEFT 0.6 MI. TO GATE, PASS THRU
 QY0578'GATE AND TURN RIGHT ALONG N. SIDE OF FENCE FOLLOWING OLD MINING WAGON
 QY0578'RD. (NOW A JEEP RD.) ALONG RIDGE FOR 3.4 MI. TO A Y-RD., TAKE LEFT
 QY0578'FORK 0.6 MI. TO TIMBERLINE AND END OF JEEP TRAVEL, PACK UP MTN. TO
 QY0578'CREST AND STATION, ABOUT A 1 HOUR PACK.
 QY0578'
 QY0578'STATION MARK--STANDARD TABLET CEMENTED IN A ROCK DRILL HOLE AND
 QY0578'STAMPED ---COMET 1958---.
 QY0578'
 QY0578'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0574 ***********************************************************************
 QW0574  DESIGNATION -  COMMANCHE GR EL
 QW0574  PID         -  QW0574
 QW0574  STATE/COUNTY-  MT/YELLOWSTONE
 QW0574  USGS QUAD   -  COMANCHE (1956)
 QW0574
 QW0574                         *CURRENT SURVEY CONTROL
 QW0574  ___________________________________________________________________
 QW0574* NAD 83(1992)-  45 59 47.14575(N)    108 46 25.01127(W)     ADJUSTED  
 QW0574* NAVD 88     -      1142.     (meters)    3747.     (feet)  SCALED    
 QW0574  ___________________________________________________________________
 QW0574  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 QW0574  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 QW0574
 QW0574  HORZ ORDER  -  THIRD
 QW0574
 QW0574.The horizontal coordinates were established by classical geodetic methods
 QW0574.and adjusted by the National Geodetic Survey in July 1992..
 QW0574
 QW0574.The orthometric height was scaled from a topographic map.
 QW0574
 QW0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0574
 QW0574.The geoid height was determined by GEOID03.
 QW0574
 QW0574;                    North         East     Units Scale Factor Converg.
 QW0574;SPC MT       -   194,342.142   656,245.636   MT  0.99954837   +0 31 52.9
 QW0574;SPC MT       -   637,605.45  2,153,036.86   iFT  0.99954837   +0 31 52.9
 QW0574;UTM  12      - 5,096,060.736   672,403.839   MT  0.99996541   +1 36 06.6
 QW0574
 QW0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0574!SPC MT       -   0.99982305  x   0.99954837  =   0.99937150
 QW0574!UTM  12      -   0.99982305  x   0.99996541  =   0.99978846
 QW0574
 QW0574                          SUPERSEDED SURVEY CONTROL
 QW0574
 QW0574  NAD 83(1986)-  45 59 47.13477(N)    108 46 24.98527(W) AD(       ) 4
 QW0574  NAD 27      -  45 59 47.30567(N)    108 46 22.42957(W) AD(       ) 3
 QW0574
 QW0574.Superseded values are not recommended for survey control.
 QW0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0574.See file dsdata.txt to determine how the superseded data were derived.
 QW0574
 QW0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7240496061(NAD 83)
 QW0574_MARKER: 65 = GRAIN ELEVATOR
 QW0574
 QW0574  HISTORY     - Date     Condition        Report By
 QW0574  HISTORY     - 1952     FIRST OBSERVED   USGS
 QW0574
 QW0574                          STATION DESCRIPTION
 QW0574
 QW0574'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0574'LONE GRAIN ELEVATOR ON S. SIDE OF RAILROAD TRACKS IN E. EDGE OF
 QW0574'COMANCHE, MONTANA.
 QW0574'
 QW0574'STATION MARK - CENTER OF ELEVATOR WAS INTERSECTED.
 QW0574'
 QW0574'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY1014 ***********************************************************************
 RY1014  CBN         -  This is a Cooperative Base Network Control Station.
 RY1014  DESIGNATION -  COMO
 RY1014  PID         -  RY1014
 RY1014  STATE/COUNTY-  MT/RAVALLI
 RY1014  USGS QUAD   -  DARBY (1964)
 RY1014
 RY1014                         *CURRENT SURVEY CONTROL
 RY1014  ___________________________________________________________________
 RY1014* NAD 83(1999)-  46 04 03.92460(N)    114 14 19.30698(W)     ADJUSTED  
 RY1014* NAVD 88     -      1296.3    (meters)    4253.     (feet)  GPS OBS   
 RY1014  ___________________________________________________________________
 RY1014  X           -  -1,820,243.190 (meters)                     COMP
 RY1014  Y           -  -4,042,919.778 (meters)                     COMP
 RY1014  Z           -   4,571,399.447 (meters)                     COMP
 RY1014  LAPLACE CORR-         -10.94  (seconds)                    DEFLEC99
 RY1014  ELLIP HEIGHT-        1282.25  (meters)          (04/16/01) GPS OBS
 RY1014  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 RY1014
 RY1014  HORZ ORDER  -  B
 RY1014  ELLP ORDER  -  FOURTH    CLASS II
 RY1014
 RY1014.The horizontal coordinates were established by GPS observations
 RY1014.and adjusted by the National Geodetic Survey in April 2001..
 RY1014.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RY1014.DATUM ITEM on the data sheet items page.
 RY1014
 RY1014.The orthometric height was determined by GPS observations and a
 RY1014.high-resolution geoid model.
 RY1014
 RY1014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RY1014
 RY1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1014
 RY1014.The ellipsoidal height was determined by GPS observations
 RY1014.and is referenced to NAD 83.
 RY1014
 RY1014.The geoid height was determined by GEOID03.
 RY1014
 RY1014;                    North         East     Units Scale Factor Converg.
 RY1014;SPC MT       -   213,087.630   233,770.067   MT  0.99952733   -3 27 59.0
 RY1014;SPC MT       -   699,106.40    766,962.16   iFT  0.99952733   -3 27 59.0
 RY1014;UTM  11      - 5,105,283.075   713,550.009   MT  1.00016065   +1 59 21.6
 RY1014
 RY1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1014!SPC MT       -   0.99979903  x   0.99952733  =   0.99932645
 RY1014!UTM  11      -   0.99979903  x   1.00016065  =   0.99995964
 RY1014
 RY1014                          SUPERSEDED SURVEY CONTROL
 RY1014
 RY1014  NAD 83(1992)-  46 04 03.92321(N)    114 14 19.30627(W) AD(       ) B
 RY1014  ELLIP H (05/15/92) 1282.36   (m)                       GP(       ) 4 2
 RY1014  NAD 83(1986)-  46 04 03.91462(N)    114 14 19.29235(W) AD(       ) 1
 RY1014  NAD 27      -  46 04 04.20071(N)    114 14 15.96763(W) AD(       ) 1
 RY1014  NGVD 29 (05/10/91) 1295.1    (m)         4249.     (f) GPS OBS        
 RY1014
 RY1014.Superseded values are not recommended for survey control.
 RY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1014.See file dsdata.txt to determine how the superseded data were derived.
 RY1014
 RY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM1355005283(NAD 83)
 RY1014_MARKER: DD = SURVEY DISK
 RY1014_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RY1014_SP_SET: DRILL HOLE IN SPILLWAY WALL
 RY1014_STAMPING: COMO 1990
 RY1014_MARK LOGO: BOR   
 RY1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 RY1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RY1014+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1999
 RY1014
 RY1014  HISTORY     - Date     Condition        Report By
 RY1014  HISTORY     - 1990     MONUMENTED       BOR
 RY1014  HISTORY     - 19900830 GOOD             NGS
 RY1014  HISTORY     - 19911008 GOOD             NGS
 RY1014  HISTORY     - 19990425 GOOD             LOCENG
 RY1014
 RY1014                          STATION DESCRIPTION
 RY1014
 RY1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RY1014'THE STATION IS LOCATED ABOUT 6.4 KM (3.98 MI) NORTHWEST OF DARBY,
 RY1014'MONTANA AT THE BUREAU OF RECLAMATION COMO DAM ON LAKE COMO AND AT THE
 RY1014'NORTHWEST END OF THE DAM.  OWNERSHIP--BITTEROOT IRRIGATION DISTRICT,
 RY1014'P.O. BOX 151, HAMILTON, MT 59840.  CONTACT PROJECT MANAGER JAY
 RY1014'CHAMBERLAIN FOR PERMISSION AND KEY AT (406) 363-1311.
 RY1014'TO REACH THE STATION FROM THE NEW POST OFFICE IN DARBY, GO NORTH ON
 RY1014'U.S. HIGHWAY 93 (MAIN STREET) FOR 1.3 KM (0.81 MI) TO THE OLD DARBY
 RY1014'ROAD.  KEEP LEFT ON THE OLD DARBY ROAD AND CONTINUE NORTH FOR 4.5 KM
 RY1014'(2.80 MI) TO THE END OF THE PAVEMENT.  CONTINUE NORTHERLY FOR 0.97 KM
 RY1014'(0.60 MI) TO A ROAD ON THE LEFT AND SIGN --LAKE COMO ROAD (SW 100)--.
 RY1014'TURN LEFT AND GO WESTERLY ON LAKE COMO ROAD FOR 0.48 KM (0.30 MI) TO
 RY1014'A BRIDGE.  CONTINUE NORTHWESTERLY AND SOUTHWESTERLY ALONG LAKE COMO
 RY1014'ROAD FOR 4.02 KM (2.50 MI) TO A JUNCTION AND 2 WOODEN SIGNS
 RY1014'--SWIMMING AREA AND CAMPGROUND-- AND --BOAT LAUNCH AND UNLOADING
 RY1014'RAMP--.  CONTINUE WESTERLY ALONG A MAIN GRAVEL ROAD, CROSSING A
 RY1014'BRIDGE, FOR 0.8 KM (0.50 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT AND
 RY1014'GO WESTERLY FOR 0.16 KM (0.10 MI) TO THE COMO DAM AND A GATE.  TURN
 RY1014'RIGHT, PASSING THROUGH THE GATE, AND GO NORTHWETERLY FOR 0.7 KM
 RY1014'(0.43 MI) , CROSSING THE DAM, TO THE STATION ON THE LEFT.
 RY1014'THE STATION MARK IS SET 10.7 M (35.10 FT) SOUTHEAST FROM THE SOUTHEAST
 RY1014'END OF A SPILLWAY AND 1.5 M (4.92 FT) NORTHWEST OF THE SOUTHEAST END
 RY1014'OF A RETAINING WALL.
 RY1014'DESRIBED BY S.E. RANDALL.
 RY1014
 RY1014                          STATION RECOVERY (1991)
 RY1014
 RY1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RY1014'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF DARBY, AT
 RY1014'THE BUREAU OF RECLAMATION COMO DAM ON LAKE COMO AND AT THE NORTHWEST
 RY1014'END OF THE DAM.  OWNERSHIP--BITTERROOT IRRIGATION DISTRICT, P.O. BOX
 RY1014'151, HAMILTON MT 59840.  CONTACT--PROJECT MANAGER GARY SHATZER FOR
 RY1014'PERMISSION AND KEY, PHONE 406-363-1311.
 RY1014'TO REACH THE STATION FROM THE NEW POST OFFICE IN DARBY, GO NORTH ON
 RY1014'U.S. HIGHWAY 93 (MAIN STREET) FOR 1.3 KM (0.8 MI) TO THE OLD DARBY
 RY1014'ROAD.  KEEP LEFT ON THE OLD DARBY ROAD AND CONTINUE NORTH FOR 5.5 KM
 RY1014'(3.4 MI) TO A ROAD ON THE LEFT AND SIGN --LAKE COMO ROAD (SW 100)--.
 RY1014'TURN LEFT AND GO WESTERLY ON LAKE COMO ROAD FOR 0.48 KM (0.30 MI) TO
 RY1014'A BRIDGE.  CONTINUE NORTHWESTERLY AND SOUTHWESTERLY ON LAKE COMO ROAD
 RY1014'FOR 4.02 KM (2.50 MI) TO A FORK AND TWO WOODEN SIGNS --SWIMMING AREA
 RY1014'AND CAMPGROUND-- AND --BOAT LAUNCH AND UNLOADING RAMP--.  CONTINUE
 RY1014'AHEAD, WESTERLY ON A PAVED ROAD, CROSSING A BRIDGE, FOR 0.8 KM
 RY1014'(0.5 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.16
 RY1014'KM (0.10 MI) TO THE COMO DAM AND A GATE.  TURN RIGHT, PASSING THROUGH
 RY1014'THE GATE AND GO NORTHWESTERLY FOR 0.7 KM (0.4 MI) CROSSING THE DAM,
 RY1014'TO THE STATION ON THE LEFT.
 RY1014'THE STATION IS LOCATED 10.7 M (35.1 FT) SOUTHEAST FROM THE SOUTHEAST
 RY1014'END OF A SPILLWAY AND 1.5 M (4.9 FT) NORTHWEST OF THE SOUTHEAST END
 RY1014'OF A RETAINING WALL.
 RY1014
 RY1014                          STATION RECOVERY (1999)
 RY1014
 RY1014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (MP)
 RY1014'ORIGINALLY REPORTED DISCREPANCY TO STEVE RANDALL (4/99).  STILL NO
 RY1014'CHANGE IN DATABASE TO DATE (12/00).  COMO DAM UNDERWENT REPAIR WORK IN
 RY1014'MID 1990S. ASK AT FOREST SERVICE, DARBY MT.  NEW MARK FITS DESCRIPTION
 RY1014'EXCEPT SAYS DEPT OF INTERIOR BUR OF REC.  MARKED 1993, NOT 1990.
 RY1014'SINGLE BASELINE FROM AZMUTH MARK INDICATES DISCREPANCY.
 RY1014'DATABASE SHOULD BE UPDATED. MARK SHOULD BE RESURVEYED.  FOUND BRASS
 RY1014'CAP MARKED BUR OF REC 1993.  IT APPEARS THAT THIS MARK MAY HAVE BEEN
 RY1014'RESET FOLLOWING COMO DAM RECONSTRUCTION.  HOWEVER, THERE IS NO
 RY1014'OBSERVATIONAL DATA TO SUPPORT IT.  USE PUBLISHED POSTION WITH CAUTION.
 RY1014' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY1015 ***********************************************************************
 RY1015  CBN         -  This is a Cooperative Base Network Control Station.
 RY1015  DESIGNATION -  COMO AZ MK
 RY1015  PID         -  RY1015
 RY1015  STATE/COUNTY-  MT/RAVALLI
 RY1015  USGS QUAD   -  COMO PEAKS (1964)
 RY1015
 RY1015                         *CURRENT SURVEY CONTROL
 RY1015  ___________________________________________________________________
 RY1015* NAD 83(1999)-  46 02 30.29967(N)    114 15 57.21178(W)     ADJUSTED  
 RY1015* NAVD 88     -      1577.1    (meters)    5174.     (feet)  GPS OBS   
 RY1015  ___________________________________________________________________
 RY1015  X           -  -1,823,097.684 (meters)                     COMP
 RY1015  Y           -  -4,044,130.980 (meters)                     COMP
 RY1015  Z           -   4,569,595.237 (meters)                     COMP
 RY1015  LAPLACE CORR-         -12.71  (seconds)                    DEFLEC99
 RY1015  ELLIP HEIGHT-        1563.25  (meters)          (04/16/01) GPS OBS
 RY1015  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 RY1015
 RY1015  HORZ ORDER  -  B
 RY1015  ELLP ORDER  -  FOURTH    CLASS II
 RY1015
 RY1015.The horizontal coordinates were established by GPS observations
 RY1015.and adjusted by the National Geodetic Survey in April 2001..
 RY1015.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RY1015.DATUM ITEM on the data sheet items page.
 RY1015
 RY1015.The orthometric height was determined by GPS observations and a
 RY1015.high-resolution geoid model.
 RY1015
 RY1015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RY1015
 RY1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1015
 RY1015.The ellipsoidal height was determined by GPS observations
 RY1015.and is referenced to NAD 83.
 RY1015
 RY1015.The geoid height was determined by GEOID03.
 RY1015
 RY1015;                    North         East     Units Scale Factor Converg.
 RY1015;SPC MT       -   210,331.125   231,495.129   MT  0.99953482   -3 29 10.6
 RY1015;SPC MT       -   690,062.75    759,498.45   iFT  0.99953482   -3 29 10.6
 RY1015;UTM  11      - 5,102,320.926   711,546.188   MT  1.00015018   +1 58 07.9
 RY1015
 RY1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1015!SPC MT       -   0.99975499  x   0.99953482  =   0.99928993
 RY1015!UTM  11      -   0.99975499  x   1.00015018  =   0.99990514
 RY1015
 RY1015                          SUPERSEDED SURVEY CONTROL
 RY1015
 RY1015  NAD 83(1992)-  46 02 30.29827(N)    114 15 57.21107(W) AD(       ) B
 RY1015  ELLIP H (05/15/92) 1563.35   (m)                       GP(       ) 4 2
 RY1015  NAD 83(1986)-  46 02 30.28969(N)    114 15 57.19716(W) AD(       ) 1
 RY1015  NGVD 29 (05/10/91) 1575.8    (m)         5170.     (f) GPS OBS        
 RY1015
 RY1015.Superseded values are not recommended for survey control.
 RY1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1015.See file dsdata.txt to determine how the superseded data were derived.
 RY1015
 RY1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM1154602321(NAD 83)
 RY1015_MARKER: DD = SURVEY DISK
 RY1015_SETTING: 80 = SET IN A BOULDER
 RY1015_SP_SET: IN DRILL HOLE IN A BOULDER
 RY1015_STAMPING: COMO AZ MK 1990
 RY1015_MARK LOGO: WPRS  
 RY1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 RY1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY1015+STABILITY: SURFACE MOTION
 RY1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RY1015+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1994
 RY1015
 RY1015  HISTORY     - Date     Condition        Report By
 RY1015  HISTORY     - 1990     MONUMENTED       WPRS
 RY1015  HISTORY     - 19900830 GOOD             NGS
 RY1015  HISTORY     - 19931025 GOOD             NGS
 RY1015  HISTORY     - 19940125 GOOD             MTDOT
 RY1015  HISTORY     - 19940219 GOOD             MTDOT
 RY1015  HISTORY     - 19940405 GOOD             MTDOT
 RY1015
 RY1015                          STATION DESCRIPTION
 RY1015
 RY1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RY1015'THE STATION IS LOCATED ABOUT 11.26 KM (7.00 MI) NORTHWEST OF DARBY IN
 RY1015'THE BITTEROOT NATIONAL FOREST, NEAR THE BUREAU OF RECLAMATION COMO
 RY1015'DAM, ON THE SOUTH SLOPE OF THE LAKE VALLEY, ABOUT 300 M (984.25 FT)
 RY1015'ABOVE THE WATER LEVEL OF COMO LAKE AND IN A BURNED PINED FOREST.
 RY1015'OWNERSHIP--U.S. FOREST SERVICE.
 RY1015'TO REACH THE STATION FROM THE NEW POST OFFICE IN DARBY, GO NORTH ON
 RY1015'U.S. HIGHWAY 93 (MAIN STREET) FOR 1.29 KM (0.80 MI) TO THE OLD DARBY
 RY1015'HIGHWAY. KEEP LEFT AND CONTINUE NORTH ON THE OLD DARBY HIGHWAY FOR
 RY1015'4.5 KM (2.80 MI) TO THE END OF THE PAVEMENT.  CONTINUE NORTHERLY FOR
 RY1015'0.97 KM (0.60 MI) TO A ROAD ON THE LEFT AND SIGN --LAKE COMO ROAD (SW
 RY1015'100)--.  TURN LEFT AND GO WESTERLY ON LAKE COMO ROAD FOR 0.48 KM
 RY1015'(0.30 MI) TO A BRIDGE.  CONTINUE NORTHWESTERLY AND SOUTHWESTERLY
 RY1015'ALONG THE MAIN GRAVEL ROAD FOR 4.02 KM (2.50 MI) TO A JUNCTION AND 2
 RY1015'WOODEN SIGNS.  CONTINUE WESTERLY, CROSSING A BRIDGE, ON THE MAIN
 RY1015'GRAVEL ROAD FOR 1.61 KM (1.00 MI) TO A FORK WITH 2 WOODEN SIGNS. KEEP
 RY1015'RIGHT AND GO UP A U.S. FOREST SERVICE SWITCHBACK ROAD FOR 4.18 KM
 RY1015'(2.60 MI) TO A FORK AND WOODEN TRAIL SIGN.  KEEP RIGHT AND GO
 RY1015'WESTERLY FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 RY1015'THE STATION MARK IS SET ABOUT 150 M (492.12 FT) NORTHEAST AND DOWNHILL
 RY1015'ALONG THE ROAD FROM A METAL GATE, 111.6 M (366.14 FT) NORTHEAST OF A
 RY1015'WOODEN TRAIL SIGN --LITTLE ROCK CREEK TRAIL NO.57--, IN A 1.5 M
 RY1015'(4.92 FT) BY 2.3 M (7.55 FT) FLAT GRANITE BOULDER PAINTED RED,
 RY1015'PROJECTING 1.0 M (3.28 FT) ON ITS NORTH AND WEST SIDES, 8.1 M
 RY1015'(26.57 FT) SOUTH OF AND 3.4 M (11.15 FT) ABOVE THE CENTER OF THE ROAD
 RY1015', 1.5 M (4.92 FT) WEST-NORTHWEST OF A WITNESS POST, 1.4 M (4.59 FT)
 RY1015'SOUTH OF THE NORTH EDGE OF THE BOULDER AND 0.8 M (2.62 FT) EAST OF THE
 RY1015'WEST EDGE OF THE BOULDER.
 RY1015'DESCRIBED BY K. MCCAULEY.
 RY1015
 RY1015                          STATION RECOVERY (1993)
 RY1015
 RY1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 RY1015'RECOVERED IN GOOD CONDITION.
 RY1015
 RY1015                          STATION RECOVERY (1994)
 RY1015
 RY1015'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 RY1015'RECOVERED IN GOOD CONDITION.
 RY1015
 RY1015                          STATION RECOVERY (1994)
 RY1015
 RY1015'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 RY1015'RECOVERED IN GOOD CONDITION.
 RY1015
 RY1015                          STATION RECOVERY (1994)
 RY1015
 RY1015'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 RY1015'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0737 ***********************************************************************
 TL0737  DESIGNATION -  CONAIR
 TL0737  PID         -  TL0737
 TL0737  STATE/COUNTY-  MT/PONDERA
 TL0737  USGS QUAD   -  CONRAD (1967)
 TL0737
 TL0737                         *CURRENT SURVEY CONTROL
 TL0737  ___________________________________________________________________
 TL0737* NAD 83(1992)-  48 10 11.44078(N)    111 58 22.55324(W)     ADJUSTED  
 TL0737* NAVD 88     -      1076.2    (meters)    3531.     (feet)  VERTCON   
 TL0737  ___________________________________________________________________
 TL0737  X           -  -1,594,845.672 (meters)                     COMP
 TL0737  Y           -  -3,952,757.047 (meters)                     COMP
 TL0737  Z           -   4,730,283.480 (meters)                     COMP
 TL0737  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 TL0737  ELLIP HEIGHT-        1061.83  (meters)          (07/28/92) GPS OBS
 TL0737  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 TL0737
 TL0737  HORZ ORDER  -  THIRD
 TL0737  ELLP ORDER  -  FIFTH     CLASS I
 TL0737
 TL0737.This mark is at Conrad Airport (S01)
 TL0737
 TL0737.The horizontal coordinates were established by GPS observations
 TL0737.and adjusted by the National Geodetic Survey in July 1992..
 TL0737
 TL0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0737
 TL0737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0737
 TL0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0737
 TL0737.The ellipsoidal height was determined by GPS observations
 TL0737.and is referenced to NAD 83.
 TL0737
 TL0737.The geoid height was determined by GEOID03.
 TL0737
 TL0737;                    North         East     Units Scale Factor Converg.
 TL0737;SPC MT       -   438,475.372   416,167.767   MT  0.99959738   -1 48 32.3
 TL0737;SPC MT       - 1,438,567.49  1,365,379.81   iFT  0.99959738   -1 48 32.3
 TL0737;UTM  12      - 5,335,635.692   427,662.609   MT  0.99966429   -0 43 30.0
 TL0737
 TL0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0737!SPC MT       -   0.99983361  x   0.99959738  =   0.99943106
 TL0737!UTM  12      -   0.99983361  x   0.99966429  =   0.99949795
 TL0737
 TL0737:                Primary Azimuth Mark                     Grid Az
 TL0737:SPC MT       -  CONAIR AZ MK                             250 19 53.0
 TL0737:UTM  12      -  CONAIR AZ MK                             249 14 50.7
 TL0737
 TL0737|---------------------------------------------------------------------|
 TL0737| PID    Reference Object                     Distance      Geod. Az  |
 TL0737|                                                           dddmmss.s |
 TL0737| TL0738 CONAIR AZ MK                        APPROX. 0.7 KM 2483120.7 |
 TL0737|---------------------------------------------------------------------|
 TL0737
 TL0737                          SUPERSEDED SURVEY CONTROL
 TL0737
 TL0737  NAD 83(1986)-  48 10 11.44124(N)    111 58 22.55155(W) AD(       ) 3
 TL0737  NGVD 29 (08/25/89) 1075.3    (m)         3528.     (f) GPS OBS        
 TL0737
 TL0737.Superseded values are not recommended for survey control.
 TL0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0737.See file dsdata.txt to determine how the superseded data were derived.
 TL0737
 TL0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU2766335636(NAD 83)
 TL0737_MARKER: I = METAL ROD
 TL0737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0737_SP_SET: STAINLESS STEEL ROD
 TL0737_STAMPING: CONAIR 1988
 TL0737_MARK LOGO: NGS   
 TL0737_PROJECTION: RECESSED 9 CENTIMETERS
 TL0737_MAGNETIC: I = MARKER IS A STEEL ROD
 TL0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0737+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1988
 TL0737_ROD/PIPE-DEPTH: 16   meters
 TL0737
 TL0737  HISTORY     - Date     Condition        Report By
 TL0737  HISTORY     - 1988     MONUMENTED       NGS
 TL0737  HISTORY     - 19880728 GOOD             NGS
 TL0737
 TL0737                          STATION DESCRIPTION
 TL0737
 TL0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 TL0737'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) WEST OF CONRAD, AT THE
 TL0737'CONRAD AIRPORT.  THE AIRPORT MANAGER IS MR. MARK MAMUZICH, CONRAD MT.
 TL0737'PHONE - 406-278-7571.
 TL0737'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE 15 AND COUNTY
 TL0737'ROAD 534 IN CONRAD, GO WEST ON COUNTY ROAD 534 FOR 1.93 KM (1.20 MI)
 TL0737'TO THE ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO FOR 0.24 KM
 TL0737'(0.15 MI) TO THE APRON AND OFFICE TRAILER ON THE LEFT, GO ACROSS THE
 TL0737'APRON BEARING RIGHT TO A GRAVEL ROAD NEAR THE CORNER OF A HANGAR.  GO
 TL0737'NORTHWEST ON THE THE GRAVEL ROAD FOR 0.32 KM (0.20 MI) TO THE STATION
 TL0737'ON THE RIGHT.
 TL0737'THE MARK IS SET 40.6 M (133.2 FT) NORTH OF THE EDGE OF THE RUNWAY, 8.5
 TL0737'M (27.9 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD AND 0.35 M
 TL0737'(1.1 FT) EAST OF A CARSONITE WITNESS POST.
 TL0737'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0738 ***********************************************************************
 TL0738  DESIGNATION -  CONAIR AZ MK
 TL0738  PID         -  TL0738
 TL0738  STATE/COUNTY-  MT/PONDERA
 TL0738  USGS QUAD   -  CONRAD (1967)
 TL0738
 TL0738                         *CURRENT SURVEY CONTROL
 TL0738  ___________________________________________________________________
 TL0738* NAD 83(1992)-  48 10 02.78599(N)    111 58 55.43044(W)     ADJUSTED  
 TL0738* NAVD 88     -      1078.2    (meters)    3537.     (feet)  VERTCON   
 TL0738  ___________________________________________________________________
 TL0738  X           -  -1,595,550.781 (meters)                     COMP
 TL0738  Y           -  -3,952,688.804 (meters)                     COMP
 TL0738  Z           -   4,730,106.706 (meters)                     COMP
 TL0738  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 TL0738  ELLIP HEIGHT-        1063.90  (meters)          (07/28/92) GPS OBS
 TL0738  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 TL0738
 TL0738  HORZ ORDER  -  THIRD
 TL0738  ELLP ORDER  -  FIFTH     CLASS I
 TL0738
 TL0738.This mark is at Conrad Airport (S01)
 TL0738
 TL0738.The horizontal coordinates were established by GPS observations
 TL0738.and adjusted by the National Geodetic Survey in July 1992..
 TL0738
 TL0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0738
 TL0738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0738
 TL0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0738
 TL0738.The ellipsoidal height was determined by GPS observations
 TL0738.and is referenced to NAD 83.
 TL0738
 TL0738.The geoid height was determined by GEOID03.
 TL0738
 TL0738;                    North         East     Units Scale Factor Converg.
 TL0738;SPC MT       -   438,229.766   415,480.634   MT  0.99959653   -1 48 56.3
 TL0738;SPC MT       - 1,437,761.70  1,363,125.44   iFT  0.99959653   -1 48 56.3
 TL0738;UTM  12      - 5,335,377.114   426,980.198   MT  0.99966551   -0 43 54.4
 TL0738
 TL0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0738!SPC MT       -   0.99983328  x   0.99959653  =   0.99942988
 TL0738!UTM  12      -   0.99983328  x   0.99966551  =   0.99949885
 TL0738
 TL0738:                Primary Azimuth Mark                     Grid Az
 TL0738:SPC MT       -  CONAIR                                   070 19 52.5
 TL0738:UTM  12      -  CONAIR                                   069 14 50.6
 TL0738
 TL0738|---------------------------------------------------------------------|
 TL0738| PID    Reference Object                     Distance      Geod. Az  |
 TL0738|                                                           dddmmss.s |
 TL0738| TL0737 CONAIR                              APPROX. 0.7 KM 0683056.2 |
 TL0738|---------------------------------------------------------------------|
 TL0738
 TL0738                          SUPERSEDED SURVEY CONTROL
 TL0738
 TL0738  NAD 83(1986)-  48 10 02.78645(N)    111 58 55.42878(W) AD(       ) 3
 TL0738  NGVD 29 (08/25/89) 1077.3    (m)         3534.     (f) GPS OBS        
 TL0738
 TL0738.Superseded values are not recommended for survey control.
 TL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0738.See file dsdata.txt to determine how the superseded data were derived.
 TL0738
 TL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU2698035377(NAD 83)
 TL0738_MARKER: A = ALUMINUM MARKER
 TL0738_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TL0738_SP_SET: IRREGULAR CONCRETE MASS
 TL0738_STAMPING: CONAIR AZ MK 1988
 TL0738_MARK LOGO: NGS   
 TL0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 TL0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0738+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TL0738
 TL0738  HISTORY     - Date     Condition        Report By
 TL0738  HISTORY     - 1988     MONUMENTED       NGS
 TL0738
 TL0738                          STATION DESCRIPTION
 TL0738
 TL0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 TL0738'THE AZIMUTH MARK IS LOCATED ABOUT 1.8 KM (1.10 MI) WEST OF CONRAD, AT
 TL0738'THE CONRAD AIRPORT.  THE AIRPORT MANAGER IS MR. MARK MAMUZICH, CONRAD
 TL0738'MT. PHONE - 406-278-7571.
 TL0738'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF BUSINESS ROUTE 15 AND
 TL0738'COUNTY ROAD 534 IN CONRAD, GO WEST ON COUNTY ROAD 534 FOR 1.93 KM
 TL0738'(1.20 MI) TO THE ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO FOR 0.24
 TL0738'KM (0.15 MI) TO AN APRON AND OFFICE TRAILER ON THE LEFT.  BEAR LEFT
 TL0738'ACROSS THE APRON TO ITS JUNCTION WITH THE RUNWAY.  TURN RIGHT AND GO
 TL0738'SOUTHWEST ALONG THE RUNWAY FOR 1.04 KM (0.65 MI) TO THE AZIMUTH MARK
 TL0738'ON THE RIGHT NEAR THE WEST EDGE OF A TURNAROUND.
 TL0738'THE AZIMUTH MARK IS A PRECAST ALUMINUM MARKER SET IN A MASS OF
 TL0738'CONCRETE 31.4 M (103.0 FT) NORTH-NORTHWEST OF THE RUNWAY CENTERLINE,
 TL0738'17.8 M (58.4 FT) NORTHWEST OF THE FIRST RUNWAY LIGHT WEST OF THE
 TL0738'TURNAROUND, 9.8 M (32.2 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 TL0738'TURNAROUND AND 0.3 M (1.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST.
 TL0738'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0613 ***********************************************************************
 ST0613  DESIGNATION -  CONDON
 ST0613  PID         -  ST0613
 ST0613  STATE/COUNTY-  MT/MISSOULA
 ST0613  USGS QUAD   -  CONDON (1994)
 ST0613
 ST0613                         *CURRENT SURVEY CONTROL
 ST0613  ___________________________________________________________________
 ST0613* NAD 83(1992)-  47 35 44.34695(N)    113 39 18.41789(W)     ADJUSTED  
 ST0613* NAVD 88     -      2578.9    (meters)    8461.     (feet)  VERTCON   
 ST0613  ___________________________________________________________________
 ST0613  LAPLACE CORR-          23.13  (seconds)                    DEFLEC99
 ST0613  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 ST0613
 ST0613  HORZ ORDER  -  THIRD
 ST0613
 ST0613.The horizontal coordinates were established by classical geodetic methods
 ST0613.and adjusted by the National Geodetic Survey in July 1992..
 ST0613
 ST0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0613
 ST0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0613
 ST0613.The geoid height was determined by GEOID03.
 ST0613
 ST0613;                    North         East     Units Scale Factor Converg.
 ST0613;SPC MT       -   380,043.047   287,827.867   MT  0.99944441   -3 02 22.1
 ST0613;SPC MT       - 1,246,860.39    944,317.15   iFT  0.99944441   -3 02 22.1
 ST0613;UTM  12      - 5,274,776.271   300,403.966   MT  1.00008959   -1 57 40.3
 ST0613
 ST0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0613!SPC MT       -   0.99959816  x   0.99944441  =   0.99904279
 ST0613!UTM  12      -   0.99959816  x   1.00008959  =   0.99968771
 ST0613
 ST0613:                Primary Azimuth Mark                     Grid Az
 ST0613:SPC MT       -  HOLLAND                                  143 59 45.2
 ST0613:UTM  12      -  HOLLAND                                  142 55 03.4
 ST0613
 ST0613|---------------------------------------------------------------------|
 ST0613| PID    Reference Object                     Distance      Geod. Az  |
 ST0613|                                                           dddmmss.s |
 ST0613| ST0612 HOLLAND                             APPROX. 8.7 KM 1405723.1 |
 ST0613|---------------------------------------------------------------------|
 ST0613
 ST0613                          SUPERSEDED SURVEY CONTROL
 ST0613
 ST0613  NAD 83(1986)-  47 35 44.35655(N)    113 39 18.40425(W) AD(       ) 3
 ST0613  NAD 27      -  47 35 44.57796(N)    113 39 15.09005(W) AD(       ) 3
 ST0613  NGVD 29 (07/19/86) 2577.5    (m)         8456.     (f) VERT ANG       
 ST0613
 ST0613.Superseded values are not recommended for survey control.
 ST0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0613.See file dsdata.txt to determine how the superseded data were derived.
 ST0613
 ST0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT0040474776(NAD 83)
 ST0613
 ST0613  HISTORY     - Date     Condition        Report By
 ST0613  HISTORY     - UNK      MONUMENTED       USFS
 ST0613  HISTORY     - 1965     GOOD             USGS
 ST0613
 ST0613                          STATION DESCRIPTION
 ST0613
 ST0613'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0613'NO USFS DESCRIPTION AVAILABLE.
 ST0613'
 ST0613'LOCATED IN THE FLATHEAD NATIONAL FOREST IN SEC.9, T.21 N., R.16 W.,
 ST0613'ABOUT 4.0 MI. N., AND 3.0 MI. W. OF CONDON RANGER STATION.  REACHED BY
 ST0613'HELICOPTER.
 ST0613'
 ST0613'RECOVERED.
 ST0613'
 ST0613'STATION MARK - STANDARD USFS TABLET WELDED TO PIPE PROJECTING ABOUT 18
 ST0613'IN. ABOVE GROUND, ---CONDON 1960---.
 ST0613'
 ST0613'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7922 ***********************************************************************
 AI7922  CBN         -  This is a Cooperative Base Network Control Station.
 AI7922  DESIGNATION -  CONDON GPS
 AI7922  PID         -  AI7922
 AI7922  STATE/COUNTY-  MT/MISSOULA
 AI7922  USGS QUAD   -  CONDON (1994)
 AI7922
 AI7922                         *CURRENT SURVEY CONTROL
 AI7922  ___________________________________________________________________
 AI7922* NAD 83(1999)-  47 32 07.79424(N)    113 43 01.27447(W)     ADJUSTED  
 AI7922* NAVD 88     -      1124.8    (meters)    3690.     (feet)  GPS OBS   
 AI7922  ___________________________________________________________________
 AI7922  X           -  -1,735,460.650 (meters)                     COMP
 AI7922  Y           -  -3,950,300.847 (meters)                     COMP
 AI7922  Z           -   4,682,982.408 (meters)                     COMP
 AI7922  LAPLACE CORR-          10.17  (seconds)                    DEFLEC99
 AI7922  ELLIP HEIGHT-        1110.46  (meters)          (10/12/00) GPS OBS
 AI7922  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 AI7922
 AI7922  HORZ ORDER  -  A
 AI7922  ELLP ORDER  -  THIRD     CLASS I
 AI7922
 AI7922.The horizontal coordinates were established by GPS observations
 AI7922.and adjusted by the National Geodetic Survey in October 2000..
 AI7922.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI7922.DATUM ITEM on the data sheet items page.
 AI7922
 AI7922.The orthometric height was determined by GPS observations and a
 AI7922.high-resolution geoid model.
 AI7922
 AI7922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7922
 AI7922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7922
 AI7922.The ellipsoidal height was determined by GPS observations
 AI7922.and is referenced to NAD 83.
 AI7922
 AI7922.The geoid height was determined by GEOID03.
 AI7922
 AI7922;                    North         East     Units Scale Factor Converg.
 AI7922;SPC MT       -   373,617.061   282,821.760   MT  0.99943426   -3 05 05.2
 AI7922;SPC MT       - 1,225,777.76    927,892.91   iFT  0.99943426   -3 05 05.2
 AI7922;UTM  12      - 5,268,252.833   295,516.519   MT  1.00011387   -2 00 18.1
 AI7922
 AI7922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7922!SPC MT       -   0.99982598  x   0.99943426  =   0.99926034
 AI7922!UTM  12      -   0.99982598  x   1.00011387  =   0.99993983
 AI7922
 AI7922                          SUPERSEDED SURVEY CONTROL
 AI7922
 AI7922  NAD 83(1992)-  47 32 07.79303(N)    113 43 01.27412(W) AD(       ) B
 AI7922
 AI7922.Superseded values are not recommended for survey control.
 AI7922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7922.See file dsdata.txt to determine how the superseded data were derived.
 AI7922
 AI7922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT9551768253(NAD 83)
 AI7922_MARKER: F = FLANGE-ENCASED ROD
 AI7922_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7922_STAMPING: COND
 AI7922_MARK LOGO: NONE  
 AI7922_PROJECTION: FLUSH
 AI7922_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AI7922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7922+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1999
 AI7922_ROD/PIPE-DEPTH:  3.4 meters
 AI7922_SLEEVE-DEPTH  :  0.9 meters
 AI7922
 AI7922  HISTORY     - Date     Condition        Report By
 AI7922  HISTORY     - 19990806 MONUMENTED       MSLACO
 AI7922
 AI7922                          STATION DESCRIPTION
 AI7922
 AI7922'DESCRIBED BY MISSOULA COUNTY SURVEYOR 1999 (SEN)
 AI7922'STATION IS LOCATED 78 ROAD MI NNE OF MISSOULA AT THE SOUTH END OF THE
 AI7922'CONDON AIRSTRIP. FROM MISSOULA TAKE I-90 E TO EXIT 109 (HWY 200), TAKE
 AI7922'HWY 200 E TO CLEARWATER JCT (HWY 83). TAKE HWY 83 N 42.7 MI TO FALLS
 AI7922'CR RD, WHICH IS ON THE S END OF THE CONDON AIRSTRIP. TAKE FALLS CR
 AI7922'RD E, 200 FT TO STATION ON THE LEFT. THE STATION BEARS S78E FROM THE
 AI7922'OFFICE OF THE CONDON FOREST SERVICE WORK CENTER AND IS NEAR THE
 AI7922'CENTERLINE OF THE AIRSTRIP. TO THE STATION, THE PERPENDICULAR DISTANCE
 AI7922'FROM THE CENTERLINE OF HWY 83 IS 214 FT, THE PERPENDICULAR DISTANCE
 AI7922'FROM THE CENTERLINE OF FALLS CR RD IS 100 FT. FROM THE STATION A SMALL
 AI7922'WEATHER STATION ENCLOSED WITH A POST AND POLE FENCE BEARS N9E, 245 FT.
 AI7922'A METAL FENCE POST WITH NOTICE TAG BEARS S30E, 57 FT, THIS METAL FENCE
 AI7922'POST IS ON THE S SIDE OF A JACK-LEG FENCE WHICH PARALLELS AND IS
 AI7922'ON THE N SIDE OF FALLS CR RD. A 3 FT TALL BLACK PLASTIC T POST WITH
 AI7922'TAG BEARS N31W, ONE FOOT. IT IS DESIREABLE TO GIVE NOTIFICATION AT THE
 AI7922'OFFICE OF THE CONDON WORK CENTER PRIOR TO OCCUPATION.
 AI7922' 
 AI7922'MONUMENT IS A 9/16 IN DIA. X 11 FT STAINLESS ROD DRIVEN TO REFUSAL,
 AI7922'WITH A 3 FT GREASED SLEEVE, IN A 5 IN DIA X 2 FT PVC PIPE FILLED WITH
 AI7922'SAND, IN CONCRETE, WITH FLIP TOP LID. MARK IS A PUNCH MARK IN THE
 AI7922'ROUNDED TOP OF THE ROD.
 AI7922' 
 AI7922'OWNERSHIP-UNITED STATES FOREST SERVICE-FLATHEAD NATIONAL FOREST-CONDON
 AI7922'WORK CENTER, 406 837-7500
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0502 ***********************************************************************
 ST0502  DESIGNATION -  CONE
 ST0502  PID         -  ST0502
 ST0502  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0502  USGS QUAD   -  COMB ROCK (1979)
 ST0502
 ST0502                         *CURRENT SURVEY CONTROL
 ST0502  ___________________________________________________________________
 ST0502* NAD 83(1992)-  47 10 28.64517(N)    112 09 12.30753(W)     ADJUSTED  
 ST0502* NAVD 88     -      1513.8    (meters)    4967.     (feet)  VERTCON   
 ST0502  ___________________________________________________________________
 ST0502  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 ST0502  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 ST0502
 ST0502  HORZ ORDER  -  SECOND
 ST0502
 ST0502.The horizontal coordinates were established by classical geodetic methods
 ST0502.and adjusted by the National Geodetic Survey in July 1992..
 ST0502
 ST0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0502
 ST0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0502
 ST0502.The geoid height was determined by GEOID03.
 ST0502
 ST0502;                    North         East     Units Scale Factor Converg.
 ST0502;SPC MT       -   328,383.758   399,009.862   MT  0.99939662   -1 56 27.6
 ST0502;SPC MT       - 1,077,374.53  1,309,087.47   iFT  0.99939662   -1 56 27.6
 ST0502;UTM  12      - 5,225,214.978   412,597.225   MT  0.99969389   -0 50 45.6
 ST0502
 ST0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0502!SPC MT       -   0.99976487  x   0.99939662  =   0.99916163
 ST0502!UTM  12      -   0.99976487  x   0.99969389  =   0.99945883
 ST0502
 ST0502:                Primary Azimuth Mark                     Grid Az
 ST0502:SPC MT       -  CONE AZ MK                               132 21 12.4
 ST0502:UTM  12      -  CONE AZ MK                               131 15 30.4
 ST0502
 ST0502|---------------------------------------------------------------------|
 ST0502| PID    Reference Object                     Distance      Geod. Az  |
 ST0502|                                                           dddmmss.s |
 ST0502| CN4150 CONE AZ MK                                         1302444.8 |
 ST0502| CN4151 CONE RM 1                                          14746     |
 ST0502| CN4152 CONE RM 2                                          25031     |
 ST0502|---------------------------------------------------------------------|
 ST0502
 ST0502                          SUPERSEDED SURVEY CONTROL
 ST0502
 ST0502  NAD 83(1986)-  47 10 28.64917(N)    112 09 12.29049(W) AD(       ) 2
 ST0502  NAD 27      -  47 10 28.84790(N)    112 09 09.26240(W) AD(       ) 2
 ST0502  NGVD 29 (07/19/86) 1512.8    (m)         4963.     (f) VERT ANG       
 ST0502
 ST0502.Superseded values are not recommended for survey control.
 ST0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0502.See file dsdata.txt to determine how the superseded data were derived.
 ST0502
 ST0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1259725215(NAD 83)
 ST0502_MARKER: DD = SURVEY DISK
 ST0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ST0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0502+STABILITY: SURFACE MOTION
 ST0502
 ST0502  HISTORY     - Date     Condition        Report By
 ST0502  HISTORY     - 1961     MONUMENTED       CGS
 ST0502  HISTORY     - 1961     GOOD             CGS
 ST0502
 ST0502                          STATION DESCRIPTION
 ST0502
 ST0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0502'STATION IS ON A CONE SHAPED BUTTE, ABOUT 11-1/2 MILES NORTHWEST
 ST0502'OF CRAIG, 8 MILES SOUTH OF BOWMANS CORNER AND 2-1/2 MILES WEST
 ST0502'OF STATE HIGHWAY 287.  IT IS ON PROPERTY OWNED BY ART MURPHY.
 ST0502'
 ST0502'TO REACH THE STATION FROM BOWMANS CORNER, GO SOUTHEAST ON STATE
 ST0502'HIGHWAY 287 FOR 8.55 MILES TO A SIDE ROAD RIGHT AND A SIGN
 ST0502'DEADMAN COULEE.  TURN RIGHT ON GRAVELED ROAD AND GO WEST-SOUTHWEST
 ST0502'FOR 0.3 MILE TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 ST0502'SOUTHWEST FOR 1.8 MILES TO A GATE ON THE RIGHT JUST BEFORE
 ST0502'REACHING SOME CORRALS AND A LOADING CHUTE, AND THE AZIMUTH
 ST0502'MARK ON THE RIGHT.  TURN RIGHT, THROUGH GATE AND GO NORTHWEST
 ST0502'ON A DIM TRACK ROAD FOR 0.55 MILE TO A GATE.  PASS THROUGH
 ST0502'GATE AND CONTINUE NORTHWEST FOR 0.6 MILE TO A SADDLE ON THE
 ST0502'SOUTHWEST SIDE OF THE HILL.  FROM HERE A 4-WHEEL DRIVE
 ST0502'VEHICLE WILL BE NEEDED TO DRIVE TO THE STATION.  TURN RIGHT
 ST0502'AND GO EASTERLY UP STEEP HILL FOR 0.25 MILE TO THE TOP OF
 ST0502'THE RIDGE.  TURN RIGHT AND GO SOUTHERLY FOR 0.1 MILE TO THE
 ST0502'HIGHEST POINT AND THE STATION.
 ST0502'
 ST0502'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED CONE
 ST0502'1958, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST 4 INCHES
 ST0502'BELOW THE GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF THE HILL.
 ST0502'
 ST0502'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CONE USGS NO 1
 ST0502'1961, CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT BOULDER PROJECTING
 ST0502'2 FEET.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 ST0502'
 ST0502'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CONE USGS NO 2
 ST0502'1961, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING
 ST0502'2 INCHES.  IT IS ABOUT 6 FEET LOWER THAN THE STATION.
 ST0502'
 ST0502'AZIMUTH MARK IS A STANDARD DISK, STAMPED CONE USGS 1961,
 ST0502'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 ST0502'10 INCHES.  IT IS 29 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 ST0502'ROAD, 9 FEET EAST OF THE EAST GATE POST OF THE GATE AND 2.2
 ST0502'FEET EAST OF A WITNESS POST.
 ST0502
 ST0502                          STATION RECOVERY (1961)
 ST0502
 ST0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ST0502'STATION LOCATED ABOUT 11 MI. N. AND 2 MI. W. OF WOLF CREEK, MONTANA,
 ST0502'AND ABOUT 2.5 MI. W. OF THE JUNCTION OF HIGHWAY 33 AND DEADMAN COULEE
 ST0502'ROAD AND ON THE HIGHEST POINT OF CONE SHAPED PEAK WHICH IS THE HIGHEST
 ST0502'POINT IN THE VICINITY.
 ST0502'
 ST0502'TO REACH FROM WOLF CREEK, GO NW. ON STATE HIGHWAY 33 14.3 MI. AND TURN
 ST0502'LEFT ON DEADMAN COULEE ROAD.  PROCEED 2.4 MI. TO GATE ON RIGHT, GO
 ST0502'THRU GATE AND TURN LEFT CROSS-COUNTRY WNW. 1.5 MI. TO SADDLE.  STATION
 ST0502'LIES TO RIGHT ON HIGHEST POINT OF TOP ABOUT 0.2 MI. FROM SADDLE.  A
 ST0502'4-WHEEL DRIVE VEHICLE IS NECESSARY FOR THE LAST PART OF THE TRIP.
 ST0502'
 ST0502'STATION MARK--STANDARD TABLET IN TOP OF A CONCRETE POST POURED IN
 ST0502'PLACE AND STAMPED---CONE 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0819 ***********************************************************************
 TM0819  DESIGNATION -  CONE
 TM0819  PID         -  TM0819
 TM0819  STATE/COUNTY-  MT/PONDERA
 TM0819  USGS QUAD   -  DUPUYER EAST (1985)
 TM0819
 TM0819                         *CURRENT SURVEY CONTROL
 TM0819  ___________________________________________________________________
 TM0819* NAD 83(1992)-  48 12 38.97587(N)    112 22 44.76679(W)     ADJUSTED  
 TM0819* NAVD 88     -      1292.     (meters)    4239.     (feet)  SCALED    
 TM0819  ___________________________________________________________________
 TM0819  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 TM0819  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 TM0819
 TM0819  HORZ ORDER  -  THIRD
 TM0819
 TM0819.The horizontal coordinates were established by classical geodetic methods
 TM0819.and adjusted by the National Geodetic Survey in July 1992..
 TM0819
 TM0819.The orthometric height was scaled from a topographic map.
 TM0819
 TM0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0819
 TM0819.The geoid height was determined by GEOID03.
 TM0819
 TM0819;                    North         East     Units Scale Factor Converg.
 TM0819;SPC MT       -   444,058.989   386,154.000   MT  0.99961220   -2 06 21.9
 TM0819;SPC MT       - 1,456,886.45  1,266,909.45   iFT  0.99961220   -2 06 21.9
 TM0819;UTM  12      - 5,340,652.591   397,546.142   MT  0.99972897   -1 01 42.1
 TM0819
 TM0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0819!SPC MT       -   0.99979980  x   0.99961220  =   0.99941208
 TM0819!UTM  12      -   0.99979980  x   0.99972897  =   0.99952882
 TM0819
 TM0819:                Primary Azimuth Mark                     Grid Az
 TM0819:SPC MT       -  WINDMILL NO 1                            004 37 15.1
 TM0819:UTM  12      -  WINDMILL NO 1                            003 32 35.3
 TM0819
 TM0819|---------------------------------------------------------------------|
 TM0819| PID    Reference Object                     Distance      Geod. Az  |
 TM0819|                                                           dddmmss.s |
 TM0819| TM0822 WINDMILL NO 1                       APPROX.20.4 KM 0023053.2 |
 TM0819| TM0815 MESA                                APPROX.10.1 KM 1520246.8 |
 TM0819|---------------------------------------------------------------------|
 TM0819
 TM0819                          SUPERSEDED SURVEY CONTROL
 TM0819
 TM0819  NAD 83(1986)-  48 12 38.98095(N)    112 22 44.75831(W) AD(       ) 3
 TM0819  NAD 27      -  48 12 39.08762(N)    112 22 41.58974(W) AD(       ) 3
 TM0819
 TM0819.Superseded values are not recommended for survey control.
 TM0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0819.See file dsdata.txt to determine how the superseded data were derived.
 TM0819
 TM0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9754640653(NAD 83)
 TM0819
 TM0819  HISTORY     - Date     Condition        Report By
 TM0819  HISTORY     - 1934     MONUMENTED       USGS
 TM0819  HISTORY     - 1935     GOOD             USGS
 TM0819
 TM0819                          STATION DESCRIPTION
 TM0819
 TM0819'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 TM0819'RECOVERED AS FOLLOWS
 TM0819'
 TM0819'APPROXIMATELY 1.5 MI. S. OF DUPUYER CREEK AND ABOUT 5.5 MI. E. OF
 TM0819'DUPUYER.  NEAR NW. CORNER OF GARRET VAN BELLE FARM, ON TOP OF
 TM0819'CONICAL GRASSY KNOLL, WHICH IS THE HIGHEST POINT IN THE VICINITY.
 TM0819'
 TM0819'TO REACH STATION, GO W. FROM VALIER ON MAIN RD. 3.6 MI. TO FORK
 TM0819'LEADING TOWARDS THE S. TO CHOTEAU, THENCE SOUTHERLY 5.9 MI. TO
 TM0819'DIRT RD. LEADING TOWARDS THE W., THENCE WESTERLY 2.0 MI., THENCE
 TM0819'SOUTHWESTERLY 0.6 MI., THENCE WESTERLY 0.5 MI. TO THE VAN BELLE
 TM0819'PLACE, THENCE NORTHWESTERLY 0.6 MI. TO THE STATION.
 TM0819'
 TM0819'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---CONE 1934---,
 TM0819'CEMENTED IN GRANITE ROCK SET IN GROUND ON SUMMIT.
 TM0819'
 TM0819'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN GRANITE
 TM0819'ROCK SET IN EARTH, 14.50 FT. FROM STATION, S 26 DEG 18 MIN E.
 TM0819'
 TM0819'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, STAMPED
 TM0819'---NO. 2---, CEMENTED IN GRANITE ROCK SET IN EARTH, 27.44 FT. FROM
 TM0819'STATION, S 69 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0739 ***********************************************************************
 TJ0739  DESIGNATION -  CONE
 TJ0739  PID         -  TJ0739
 TJ0739  STATE/COUNTY-  MT/VALLEY
 TJ0739  USGS QUAD   -  COAL MINE CREEK EAST (1984)
 TJ0739
 TJ0739                         *CURRENT SURVEY CONTROL
 TJ0739  ___________________________________________________________________
 TJ0739* NAD 83(1992)-  48 57 58.87232(N)    106 35 09.05665(W)     ADJUSTED  
 TJ0739* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 TJ0739  ___________________________________________________________________
 TJ0739  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 TJ0739  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TJ0739
 TJ0739  HORZ ORDER  -  THIRD
 TJ0739
 TJ0739.The horizontal coordinates were established by classical geodetic methods
 TJ0739.and adjusted by the National Geodetic Survey in July 1992..
 TJ0739
 TJ0739.The orthometric height was scaled from a topographic map.
 TJ0739
 TJ0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0739
 TJ0739.The geoid height was determined by GEOID03.
 TJ0739
 TJ0739;                    North         East     Units Scale Factor Converg.
 TJ0739;SPC MT       -   528,094.633   813,323.641   MT  0.99997947   +2 07 54.2
 TJ0739;SPC MT       - 1,732,593.94  2,668,384.65   iFT  0.99997947   +2 07 54.2
 TJ0739;UTM  13      - 5,424,927.275   383,930.912   MT  0.99976550   -1 11 47.0
 TJ0739
 TJ0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0739!SPC MT       -   0.99985702  x   0.99997947  =   0.99983649
 TJ0739!UTM  13      -   0.99985702  x   0.99976550  =   0.99962255
 TJ0739
 TJ0739:                Primary Azimuth Mark                     Grid Az
 TJ0739:SPC MT       -  GRAVEL                                   097 52 19.3
 TJ0739:UTM  13      -  GRAVEL                                   101 12 00.5
 TJ0739
 TJ0739|---------------------------------------------------------------------|
 TJ0739| PID    Reference Object                     Distance      Geod. Az  |
 TJ0739|                                                           dddmmss.s |
 TJ0739| TJ0746 GRAVEL                              APPROX. 3.8 KM 1000013.5 |
 TJ0739|---------------------------------------------------------------------|
 TJ0739
 TJ0739                          SUPERSEDED SURVEY CONTROL
 TJ0739
 TJ0739  NAD 83(1986)-  48 57 58.87433(N)    106 35 09.05379(W) AD(       ) 3
 TJ0739
 TJ0739.Superseded values are not recommended for survey control.
 TJ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0739.See file dsdata.txt to determine how the superseded data were derived.
 TJ0739
 TJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ8393124927(NAD 83)
 TJ0739_MARKER: H = DRILL HOLE
 TJ0739_SETTING: 80 = SET IN A BOULDER
 TJ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0739+STABILITY: SURFACE MOTION
 TJ0739
 TJ0739  HISTORY     - Date     Condition        Report By
 TJ0739  HISTORY     - 1910     MONUMENTED       IBC
 TJ0739
 TJ0739                          STATION DESCRIPTION
 TJ0739
 TJ0739'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0739'ABOUT 2-1/4 MILES SOUTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TJ0739'MONUMENTS 502 AND 503.  THE STATION IS A CONICAL HILL, WELL DEFINED
 TJ0739'AND STANDING ALONE, ABOUT 1 MILE SOUTH OF THE SOUTH BRANCH OF MORGAN
 TJ0739'CREEK.
 TJ0739'
 TJ0739'STATION MARK--A DRILL HOLE AND A TRIANGLE IN A GRANITE BOULDER NEARLY
 TJ0739'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1590 ***********************************************************************
 SS1590  DESIGNATION -  CONE
 SS1590  PID         -  SS1590
 SS1590  STATE/COUNTY-  MT/TETON
 SS1590  USGS QUAD   -  POWER (1983)
 SS1590
 SS1590                         *CURRENT SURVEY CONTROL
 SS1590  ___________________________________________________________________
 SS1590* NAD 83(1992)-  47 39 33.87734(N)    111 40 34.22102(W)     ADJUSTED  
 SS1590* NAVD 88     -      1160.1    (meters)    3806.     (feet)  VERTCON   
 SS1590  ___________________________________________________________________
 SS1590  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 SS1590  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 SS1590
 SS1590  HORZ ORDER  -  THIRD
 SS1590
 SS1590.The horizontal coordinates were established by classical geodetic methods
 SS1590.and adjusted by the National Geodetic Survey in July 1992..
 SS1590
 SS1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1590
 SS1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1590
 SS1590.The geoid height was determined by GEOID03.
 SS1590
 SS1590;                    North         East     Units Scale Factor Converg.
 SS1590;SPC MT       -   381,115.273   436,646.223   MT  0.99945638   -1 35 30.8
 SS1590;SPC MT       - 1,250,378.19  1,432,566.35   iFT  0.99945638   -1 35 30.8
 SS1590;UTM  12      - 5,278,667.672   449,229.583   MT  0.99963167   -0 29 59.3
 SS1590
 SS1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1590!SPC MT       -   0.99982045  x   0.99945638  =   0.99927693
 SS1590!UTM  12      -   0.99982045  x   0.99963167  =   0.99945218
 SS1590
 SS1590                          SUPERSEDED SURVEY CONTROL
 SS1590
 SS1590  NAD 83(1986)-  47 39 33.87840(N)    111 40 34.20337(W) AD(       ) 3
 SS1590  NGVD 29 (05/18/92) 1159.2    (m)         3803.     (f) VERT ANG       
 SS1590
 SS1590.Superseded values are not recommended for survey control.
 SS1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1590.See file dsdata.txt to determine how the superseded data were derived.
 SS1590
 SS1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT4923078668(NAD 83)
 SS1590_MARKER: DS = TRIANGULATION STATION DISK
 SS1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1590+STABILITY: SURFACE MOTION
 SS1590
 SS1590  HISTORY     - Date     Condition        Report By
 SS1590  HISTORY     - 1947     MONUMENTED       USGS
 SS1590
 SS1590                          STATION DESCRIPTION
 SS1590
 SS1590'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1590'STATION IS LOCATED ABOUT 17 MI. AIRLINE NW. OF GREAT FALLS, ON CONE
 SS1590'SHAPED PEAK ABOUT 0.25 MI. E. OF THE GREAT NORTHERN RAILROAD TRACKS.
 SS1590'
 SS1590'TO REACH FROM GREAT FALLS, TAKE HIGHWAYS 89 AND 91 W. 12 MI. TO
 SS1590'JUNCTION AT VAUGHN.  TURN RIGHT (N.) ON HIGHWAY 91 FOR 11.2 MI. TO
 SS1590'GUNDERSONS CORNER, TURN LEFT (W.) 2 MI., TURN LEFT (S.) 1.2 MI., TURN
 SS1590'RIGHT (W.) ALONG FENCE LINE 0.3 MI. AND LEFT (S.) TO HEAD OF DRAW,
 SS1590'TURN RIGHT (W.) 0.2 MI. TO BASE OF CONE.  STATION LIES ON TOP OF E.
 SS1590'EDGE.
 SS1590'
 SS1590'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT.
 SS1590'
 SS1590'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT, 122.50
 SS1590'FT. DISTANCE N 40 DEGREES 27 MINUTES W.
 SS1590'
 SS1590'REFERENCE MARK NO. 2--STANDARD TABLET SET IN CONCRETE MONUMENT, 137.20
 SS1590'FT. DISTANCE S 59 DEGREES 33 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0585 ***********************************************************************
 RU0585  DESIGNATION -  CONE SHAPED BUTTE N OF INDIAN
 RU0585  PID         -  RU0585
 RU0585  STATE/COUNTY-  MT/GARFIELD
 RU0585  USGS QUAD   -  EMMA BUTTE (1965)
 RU0585
 RU0585                         *CURRENT SURVEY CONTROL
 RU0585  ___________________________________________________________________
 RU0585* NAD 83(1992)-  46 56 40.37227(N)    107 15 58.60964(W)     ADJUSTED  
 RU0585* NAVD 88     -                                                        
 RU0585  ___________________________________________________________________
 RU0585  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 RU0585  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 RU0585
 RU0585  HORZ ORDER  -  THIRD
 RU0585
 RU0585.The horizontal coordinates were established by classical geodetic methods
 RU0585.and adjusted by the National Geodetic Survey in July 1992..
 RU0585
 RU0585
 RU0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0585
 RU0585.The geoid height was determined by GEOID03.
 RU0585
 RU0585;                    North         East     Units Scale Factor Converg.
 RU0585;SPC MT       -   301,839.842   769,937.251   MT  0.99939334   +1 38 02.3
 RU0585;SPC MT       -   990,288.20  2,526,040.85   iFT  0.99939334   +1 38 02.3
 RU0585;UTM  13      - 5,201,494.936   327,529.540   MT  0.99996561   -1 39 22.9
 RU0585
 RU0585                          SUPERSEDED SURVEY CONTROL
 RU0585
 RU0585  NAD 83(1986)-  46 56 40.36818(N)    107 15 58.58114(W) AD(       ) 4
 RU0585  NAD 27      -  46 56 40.38000(N)    107 15 56.29000(W) AD(       ) 3
 RU0585
 RU0585.Superseded values are not recommended for survey control.
 RU0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0585.See file dsdata.txt to determine how the superseded data were derived.
 RU0585
 RU0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN2753001495(NAD 83)
 RU0585_MARKER: 72 = CAIRN
 RU0585
 RU0585  HISTORY     - Date     Condition        Report By
 RU0585  HISTORY     - 1934     FIRST OBSERVED   CGS
 RU0585
 RU0585                          STATION DESCRIPTION
 RU0585
 RU0585'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0969 ***********************************************************************
 SU0969  DESIGNATION -  CONEY PEAK LOOKOUT TOWER
 SU0969  PID         -  SU0969
 SU0969  STATE/COUNTY-  MT/SANDERS
 SU0969  USGS QUAD   -  CONEY PEAK (1964)
 SU0969
 SU0969                         *CURRENT SURVEY CONTROL
 SU0969  ___________________________________________________________________
 SU0969* NAD 83(1992)-  47 40 57.66513(N)    114 46 05.93900(W)     ADJUSTED  
 SU0969* NAVD 88     -                                                        
 SU0969  ___________________________________________________________________
 SU0969  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 SU0969  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SU0969
 SU0969  HORZ ORDER  -  THIRD
 SU0969
 SU0969.The horizontal coordinates were established by classical geodetic methods
 SU0969.and adjusted by the National Geodetic Survey in July 1992..
 SU0969
 SU0969
 SU0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0969
 SU0969.The geoid height was determined by GEOID03.
 SU0969
 SU0969;                    North         East     Units Scale Factor Converg.
 SU0969;SPC MT       -   394,722.799   204,956.418   MT  0.99946106   -3 51 13.7
 SU0969;SPC MT       - 1,295,022.31    672,429.19   iFT  0.99946106   -3 51 13.7
 SU0969;UTM  11      - 5,283,445.416   667,487.935   MT  0.99994473   +1 39 02.0
 SU0969
 SU0969                          SUPERSEDED SURVEY CONTROL
 SU0969
 SU0969  NAD 83(1986)-  47 40 57.67418(N)    114 46 05.93152(W) AD(       ) 4
 SU0969  NAD 27      -  47 40 57.89241(N)    114 46 02.44703(W) AD(       ) 3
 SU0969
 SU0969.Superseded values are not recommended for survey control.
 SU0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0969.See file dsdata.txt to determine how the superseded data were derived.
 SU0969
 SU0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN6748883445(NAD 83)
 SU0969
 SU0969  HISTORY     - Date     Condition        Report By
 SU0969  HISTORY     - 1940     MONUMENTED       CGS
 SU0969  HISTORY     - 1964     SEE DESCRIPTION  USGS
 SU0969
 SU0969                          STATION DESCRIPTION
 SU0969
 SU0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0969'CONEY PEAK FOREST SERVICE LOOKOUT TOWER IS IN THE CABINET
 SU0969'NATIONAL FOREST ON A TIMBERED N-S RIDGE, 7 MILES NW OF HOT
 SU0969'SPRINGS, 3/4 MILE NW OF CABINET FOREST BOUNDARY AND 3 MILES
 SU0969'E OF CABIN CREEK GUARD STATION.  THE TOP OF THE TOWER WAS
 SU0969'INTERSECTED.
 SU0969
 SU0969                          STATION RECOVERY (1964)
 SU0969
 SU0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0969'THE LOOKOUT TOWER HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0536 ***********************************************************************
 RW0536  DESIGNATION -  CONFEDERATE
 RW0536  PID         -  RW0536
 RW0536  STATE/COUNTY-  MT/BROADWATER
 RW0536  USGS QUAD   -  CANYON FERRY SE (1972)
 RW0536
 RW0536                         *CURRENT SURVEY CONTROL
 RW0536  ___________________________________________________________________
 RW0536* NAD 83(1992)-  46 30 16.46325(N)    111 31 18.40160(W)     ADJUSTED  
 RW0536* NAVD 88     -      1246.1    (meters)    4088.     (feet)  VERTCON   
 RW0536  ___________________________________________________________________
 RW0536  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 RW0536  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 RW0536
 RW0536  HORZ ORDER  -  THIRD
 RW0536
 RW0536.The horizontal coordinates were established by classical geodetic methods
 RW0536.and adjusted by the National Geodetic Survey in July 1992..
 RW0536
 RW0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0536
 RW0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0536
 RW0536.The geoid height was determined by GEOID03.
 RW0536
 RW0536;                    North         East     Units Scale Factor Converg.
 RW0536;SPC MT       -   252,537.080   444,921.489   MT  0.99943168   -1 28 44.2
 RW0536;SPC MT       -   828,533.73  1,459,716.17   iFT  0.99943168   -1 28 44.2
 RW0536;UTM  12      - 5,150,243.751   459,966.357   MT  0.99961970   -0 22 42.7
 RW0536
 RW0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0536!SPC MT       -   0.99980669  x   0.99943168  =   0.99923848
 RW0536!UTM  12      -   0.99980669  x   0.99961970  =   0.99942646
 RW0536
 RW0536                          SUPERSEDED SURVEY CONTROL
 RW0536
 RW0536  NAD 83(1986)-  46 30 16.43422(N)    111 31 18.44046(W) AD(       ) 3
 RW0536  NGVD 29 (06/04/92) 1245.1    (m)         4085.     (f) VERT ANG       
 RW0536
 RW0536.Superseded values are not recommended for survey control.
 RW0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0536.See file dsdata.txt to determine how the superseded data were derived.
 RW0536
 RW0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS5996650244(NAD 83)
 RW0536_MARKER: DS = TRIANGULATION STATION DISK
 RW0536_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RW0536_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RW0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0536
 RW0536  HISTORY     - Date     Condition        Report By
 RW0536  HISTORY     - 1891     MONUMENTED       MORC
 RW0536  HISTORY     - 1972     GOOD             USGS
 RW0536
 RW0536                          STATION DESCRIPTION
 RW0536
 RW0536'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0536'CONFEDERATE IS ON RIGHT BANK, ON A RIDGE RUNNING N. AND S. ON RIGHT
 RW0536'BANK OF CONFEDERATE CREEK, AND 1 MI. W., 3 MI. NE. OF PICKERING FERRY,
 RW0536'1 MI. W. OF MORGANS RANCH, 1 MI. N. OF JOHNNY THOMAS RANCH, HIGHEST
 RW0536'LAND IN VICINITY.
 RW0536'
 RW0536'FOLLOWING DESCRIPTION BY USGS IN 1972
 RW0536'
 RW0536'THE STATION IS LOCATED ON THE HIGHEST PART OF A N-S. GRASSY RIDGE, 13
 RW0536'MI. (AIRLINE) N. OF TOWNSEND, MONTANA, 14 MI. (AIRLINE) SE. OF CANYON
 RW0536'FERRY, MONTANA, IN SEC. 30, T 9 N, R 2 E, 6.5 FT. SW. OF USFS STATION
 RW0536'--DON--.
 RW0536'
 RW0536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 284 AND USFS
 RW0536'HIGHWAY 8 IN CANYON FERRY, MONTANA, GO SE. ON STATE HIGHWAY 284 14.7
 RW0536'MI.  TURN RIGHT (S.) OFF HIGHWAY AND FOLLOW GRADED RD. S. 2.2 MI.
 RW0536'THEN RIGHT (SW.) ON TRACK RD. 0.8 MI. TO SADDLE.  LEAVE RD. AND DRIVE
 RW0536'S. ALONG RIDGE 0.2 MI. TO HIGHEST POINT AND STATION SITE.
 RW0536'
 RW0536'STATION MARK--MORC 4.5 IN. IRON PIPE PROJECTING 1.8 FT.  THE CAP IS
 RW0536'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0680 ***********************************************************************
 TH0680  DESIGNATION -  CONN
 TH0680  PID         -  TH0680
 TH0680  STATE/COUNTY-  MT/ROOSEVELT
 TH0680  USGS QUAD   -  BADGER CREEK (1972)
 TH0680
 TH0680                         *CURRENT SURVEY CONTROL
 TH0680  ___________________________________________________________________
 TH0680* NAD 83(1992)-  48 09 53.83879(N)    105 13 39.53144(W)     ADJUSTED  
 TH0680* NAVD 88     -       671.97   (+/-2cm)    2204.6    (feet)  VERTCON   
 TH0680  ___________________________________________________________________
 TH0680  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 TH0680  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 TH0680
 TH0680  HORZ ORDER  -  FIRST
 TH0680  VERT ORDER  -  THIRD ? (See Below)
 TH0680
 TH0680.The horizontal coordinates were established by classical geodetic methods
 TH0680.and adjusted by the National Geodetic Survey in July 1992..
 TH0680
 TH0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0680.The vertical order pertains to the NGVD 29 superseded value.
 TH0680
 TH0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0680
 TH0680.The geoid height was determined by GEOID03.
 TH0680
 TH0680;                    North         East     Units Scale Factor Converg.
 TH0680;SPC MT       -   443,691.567   917,522.096   MT  0.99959565   +3 07 30.9
 TH0680;SPC MT       - 1,455,680.99  3,010,243.10   iFT  0.99959565   +3 07 30.9
 TH0680;UTM  13      - 5,334,659.631   483,072.721   MT  0.99960352   -0 10 10.6
 TH0680
 TH0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0680!SPC MT       -   0.99989743  x   0.99959565  =   0.99949312
 TH0680!UTM  13      -   0.99989743  x   0.99960352  =   0.99950099
 TH0680
 TH0680|---------------------------------------------------------------------|
 TH0680| PID    Reference Object                     Distance      Geod. Az  |
 TH0680|                                                           dddmmss.s |
 TH0680| TH0679 T30N R50E SEC 23 NW 1/4 MARK        108.424 METERS 08946     |
 TH0680| CQ8133 CONN AZ MK                                         1481651.9 |
 TH0680| TH0672 POPLAR LOURDES CATH CH SPIRE        APPROX. 6.2 KM 1581016.9 |
 TH0680| TH0673 POPLAR MUNICIPAL WATER TANK         APPROX. 6.4 KM 1640401.0 |
 TH0680| CQ8134 CONN RM 1                            24.855 METERS 27022     |
 TH0680| TH0681 CONNECTION                           49.820 METERS 35316     |
 TH0680|---------------------------------------------------------------------|
 TH0680
 TH0680                          SUPERSEDED SURVEY CONTROL
 TH0680
 TH0680  NAD 83(1986)-  48 09 53.83730(N)    105 13 39.52594(W) AD(       ) 1
 TH0680  NAD 27      -  48 09 53.76931(N)    105 13 37.58473(W) AD(       ) 1
 TH0680  NGVD 29 (07/19/86)  671.38   (m)         2202.7    (f) LEVELING    3  
 TH0680
 TH0680.Superseded values are not recommended for survey control.
 TH0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0680.See file dsdata.txt to determine how the superseded data were derived.
 TH0680
 TH0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP8307334660(NAD 83)
 TH0680_MARKER: DS = TRIANGULATION STATION DISK
 TH0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0680
 TH0680  HISTORY     - Date     Condition        Report By
 TH0680  HISTORY     - 1948     MONUMENTED       CGS
 TH0680  HISTORY     - 1967     GOOD             CGS
 TH0680  HISTORY     - 1978     GOOD             USAF
 TH0680
 TH0680                          STATION DESCRIPTION
 TH0680
 TH0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0680'THE STATION IS 5 MILES NORTH-NORTHWEST OF POPLAR, NEAR THE CENTER
 TH0680'OF SEC. 23, T. 30 N., R. 50 E., AND ON LAND OWNED BY BEATRICE
 TH0680'JONES.  IT IS 13 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 TH0680'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CONN
 TH0680'1948.
 TH0680'
 TH0680'REFERENCE MARK NO. 1 IS 81.51 FEET WEST OF THE STATION AND 1 FOOT
 TH0680'SOUTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 TH0680'STAMPED CONN NO 1 1948.
 TH0680'
 TH0680'CONNECTION (G.L.O.) IS 163.44 FEET NORTH OF THE STATION.  THE MARK
 TH0680'IS A STANDARD BRONZE DISK OF THE GENERAL LAND OFFICE FASTENED TO
 TH0680'THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS
 TH0680'NOT STAMPED.
 TH0680'
 TH0680'THE AZIMUTH MARK IS 1 MILE SOUTHEAST OF THE STATION.  IT IS 27 FEET
 TH0680'EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 5 FEET NORTH OF A
 TH0680'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 6
 TH0680'INCHES AND THE DISK IS STAMPED CONN 1948.
 TH0680'
 TH0680'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 TH0680'HIGHWAY 2 AT THE NORTH EDGE OF POPLAR, GO WEST ON HIGHWAY 2 FOR
 TH0680'1.2 MILES TO A CROSSROADS, TURN RIGHT, GO NORTH 1.0 MILE TO A
 TH0680'T-ROAD, TURN RIGHT, GO EAST 0.25 MILE, TURN LEFT, GO NORTH 1.65
 TH0680'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH 0.9 MILE TO
 TH0680'A GATE ON THE LEFT, TURN LEFT, PASS THROUGH THE GATE AND FOLLOW
 TH0680'A TRACK ROAD 0.5 MILE TO A SECTION-CENTER MARK (G.L.O.),
 TH0680'CONTINUE WEST 0.1 MILE TO THE STATION.
 TH0680'
 TH0680'ADDITIONAL OBJECTS VISIBLE FROM THE GROUND.
 TH0680
 TH0680                          STATION RECOVERY (1967)
 TH0680
 TH0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TH0680'THE STATION MARK, REFERENCE MARK 1, G.L.O. MARK, AND THE AZIMUTH
 TH0680'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES AND
 TH0680'DIRECTIONS TO THE MARKS COMPARED FAVORABLY WITH 1948 OBSERVATIONS.
 TH0680'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 TH0680'
 TH0680'THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF POPLAR, 2 MILES
 TH0680'EAST OF BOXELDER CREEK, NEAR THE CENTER OF SECTION 23, T 30 N, R
 TH0680'50 E, AND ON THE PROPERTY LINE BETWEEN MR. TOM REED TO THE NORTH
 TH0680'AND MR. GUS MCGOWAN TO THE SOUTH.
 TH0680'
 TH0680'TO REACH THE STATION FROM THE FORT PECK INDIAN TRIBAL HEADQUARTERS
 TH0680'AT THE NORTH EDGE OF POPLAR, GO EAST ON U.S. HIGHWAY 2 FOR 0.2 MILE
 TH0680'TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON PAVED ROAD
 TH0680'FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED
 TH0680'ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 TH0680'ON GRAVELED ROAD 1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 TH0680'CONTINUE NORTH ON GRAVELED ROAD FOR 0.4 MILE TO A GATE ON THE
 TH0680'LEFT.  TURN LEFT, PASSING THROUGH GATE, AND GO WEST ON TRACK ROAD
 TH0680'FOR 0.5 MILE TO AN EAST-WEST FENCE.  TURN LEFT ALONG SOUTH SIDE
 TH0680'OF FENCE 0.1 MILE TO THE STATION.
 TH0680'
 TH0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 TH0680'NORTH-NORTHWEST OF POPLAR.
 TH0680
 TH0680                          STATION RECOVERY (1978)
 TH0680
 TH0680'RECOVERY NOTE BY US AIR FORCE 1978 (AS)
 TH0680'CONN 1948 RECOVERED GOOD.
 TH0680'
 TH0680'AZ MARK RECOVERED GOOD.
 TH0680'
 TH0680'RM NO. 1 CONN NO 1 1948 RECOVERED GOOD.
 TH0680'
 TH0680'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH-NORTHWEST
 TH0680'OF POPLAR, MONTANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0681 ***********************************************************************
 TH0681  DESIGNATION -  CONNECTION
 TH0681  PID         -  TH0681
 TH0681  STATE/COUNTY-  MT/ROOSEVELT
 TH0681  USGS QUAD   -  BADGER CREEK (1972)
 TH0681
 TH0681                         *CURRENT SURVEY CONTROL
 TH0681  ___________________________________________________________________
 TH0681* NAD 83(1992)-  48 09 55.44062(N)    105 13 39.81427(W)     ADJUSTED  
 TH0681* NAVD 88     -       673.     (meters)    2208.     (feet)  VERTCON   
 TH0681  ___________________________________________________________________
 TH0681  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 TH0681  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TH0681
 TH0681  HORZ ORDER  -  SECOND
 TH0681
 TH0681.The horizontal coordinates were established by classical geodetic methods
 TH0681.and adjusted by the National Geodetic Survey in July 1992..
 TH0681
 TH0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0681
 TH0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0681
 TH0681.The geoid height was determined by GEOID03.
 TH0681
 TH0681;                    North         East     Units Scale Factor Converg.
 TH0681;SPC MT       -   443,740.631   917,513.566   MT  0.99959580   +3 07 30.7
 TH0681;SPC MT       - 1,455,841.97  3,010,215.11   iFT  0.99959580   +3 07 30.7
 TH0681;UTM  13      - 5,334,709.105   483,067.026   MT  0.99960352   -0 10 10.8
 TH0681
 TH0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0681!SPC MT       -   0.99989733  x   0.99959580  =   0.99949317
 TH0681!UTM  13      -   0.99989733  x   0.99960352  =   0.99950089
 TH0681
 TH0681                          SUPERSEDED SURVEY CONTROL
 TH0681
 TH0681  NAD 83(1986)-  48 09 55.43912(N)    105 13 39.80876(W) AD(       ) 2
 TH0681  NAD 27      -  48 09 55.37141(N)    105 13 37.86758(W) AD(       ) 2
 TH0681  NGVD 29 (07/19/86)  672.     (m)         2205.     (f) VERT ANG       
 TH0681
 TH0681.Superseded values are not recommended for survey control.
 TH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0681.See file dsdata.txt to determine how the superseded data were derived.
 TH0681
 TH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP8306734709(NAD 83)
 TH0681_MARKER: DS = TRIANGULATION STATION DISK
 TH0681_SETTING: 0 = UNSPECIFIED SETTING
 TH0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0681
 TH0681  HISTORY     - Date     Condition        Report By
 TH0681  HISTORY     - 1948     MONUMENTED       USGLO
 TH0681
 TH0681                          STATION DESCRIPTION
 TH0681
 TH0681'DESCRIBED BY US GENERAL LAND OFFICE 1948 (FXP)
 TH0681'THIS IS A TRAVERSE STATION.
 TH0681'
 TH0681'THE STATION IS 4 MILES NORTH-NORTHWEST OF POPLAR, NEAR THE CENTER OF
 TH0681'SEC. 23, T. 30 N., R. 50 E., AND ON LAND OWNED BY BEATRICE JONES.
 TH0681'IT IS 164 FEET NORTH OF A FENCE.  THE MARK IS A STANDARD GENERAL
 TH0681'LAND OFFICE TRIANGULATION STATION DISK FASTENED TO THE TOP OF A
 TH0681'1-INCH IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS NOT
 TH0681'STAMPED.
 TH0681'
 TH0681'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 TH0681'HIGHWAY 2 AT THE NORTH EDGE OF POPLAR, GO WEST ON HIGHWAY 2 FOR
 TH0681'1.2 MILES TO A CROSSROADS, TURN RIGHT, GO NORTH 1.0 MILE TO A
 TH0681'T-ROAD, TURN RIGHT, GO EAST 0.25 MILE, TURN LEFT, GO NORTH 2.55
 TH0681'MILE TO A GATE ON THE LEFT, TURN LEFT, PASS THROUGH THE GATE AND GO
 TH0681'WEST 0.6 MILE TO THE MARK.
 TH0681'
 TH0681'THIS STATION IS NORTH OF THE COAST AND GEODETIC SURVEY TRIANGULATION
 TH0681'STATION CONN, AND BY SECOND-ORDER TRAVERSE IT IS 49.816 METERS OR
 TH0681'163.44 FEET DISTANT THEREFROM.
 TH0681'
 TH0681'IT IS NOTED THAT THE G.L.O. IS CREDITED WITH ESTABLISHING THIS
 TH0681'STATION, WHEREAS THERE IS NO EVIDENCE AT HAND EXCEPT THE MARK THAT
 TH0681'G.L.O. HAS USED TRIANGULATION IN THIS LOCALITY.  THE ONLY AVAILABLE
 TH0681'PRIOR DESCRIPTION IS BY THE U. S. GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0847 ***********************************************************************
 TN0847  DESIGNATION -  CONNER
 TN0847  PID         -  TN0847
 TN0847  STATE/COUNTY-  MT/LINCOLN
 TN0847  USGS QUAD   -  SYLVIA LAKE (1994)
 TN0847
 TN0847                         *CURRENT SURVEY CONTROL
 TN0847  ___________________________________________________________________
 TN0847* NAD 83(1992)-  48 19 36.90711(N)    114 51 08.95956(W)     ADJUSTED  
 TN0847* NAVD 88     -      1880.4    (meters)    6169.     (feet)  VERTCON   
 TN0847  ___________________________________________________________________
 TN0847  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 TN0847  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 TN0847
 TN0847  HORZ ORDER  -  FIRST
 TN0847
 TN0847.The horizontal coordinates were established by classical geodetic methods
 TN0847.and adjusted by the National Geodetic Survey in July 1992..
 TN0847
 TN0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0847
 TN0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0847
 TN0847.The geoid height was determined by GEOID03.
 TN0847
 TN0847;                    North         East     Units Scale Factor Converg.
 TN0847;SPC MT       -   466,583.879   203,543.594   MT  0.99965702   -3 54 55.3
 TN0847;SPC MT       - 1,530,787.00    667,793.94   iFT  0.99965702   -3 54 55.3
 TN0847;UTM  11      - 5,354,865.592   659,175.690   MT  0.99991131   +1 36 15.9
 TN0847
 TN0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0847!SPC MT       -   0.99970778  x   0.99965702  =   0.99936490
 TN0847!UTM  11      -   0.99970778  x   0.99991131  =   0.99961912
 TN0847
 TN0847|---------------------------------------------------------------------|
 TN0847| PID    Reference Object                     Distance      Geod. Az  |
 TN0847|                                                           dddmmss.s |
 TN0847| CH7134 CONNER RM 2                          10.406 METERS 00017     |
 TN0847| CH7133 CONNER RM 1                          21.535 METERS 14716     |
 TN0847| TN0908 DUNN                                APPROX.27.0 KM 2705430.1 |
 TN0847|---------------------------------------------------------------------|
 TN0847
 TN0847                          SUPERSEDED SURVEY CONTROL
 TN0847
 TN0847  NAD 83(1986)-  48 19 36.91652(N)    114 51 08.96079(W) AD(       ) 1
 TN0847  NAD 27      -  48 19 37.05280(N)    114 51 05.43663(W) AD(       ) 1
 TN0847  NGVD 29 (07/19/86) 1879.1    (m)         6165.     (f) VERT ANG       
 TN0847
 TN0847.Superseded values are not recommended for survey control.
 TN0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0847.See file dsdata.txt to determine how the superseded data were derived.
 TN0847
 TN0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP5917654866(NAD 83)
 TN0847_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0847_SETTING: 66 = SET IN ROCK OUTCROP
 TN0847_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TN0847
 TN0847  HISTORY     - Date     Condition        Report By
 TN0847  HISTORY     - 1959     MONUMENTED       CGS
 TN0847  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TN0847
 TN0847                          STATION DESCRIPTION
 TN0847
 TN0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0847'STATION IS LOCATED ON THE HIGHEST POINT OF MT. CONNER (A HIGH,
 TN0847'PROMINENT, THICKLY TIMBERED RIDGE), ABOUT 250 YARDS EAST OF
 TN0847'THE WEST END OF RIDGE, ABOUT 25 MILES WEST AND 9 MILES NORTH
 TN0847'OF KALISPELL, 23-1/2 MILES WEST AND 6 MILES SOUTH OF WHITEFISH,
 TN0847'1-1/2 MILES EAST OF THE KOOTENAI-FLATHEAD NATIONAL FOREST
 TN0847'BOUNDARY LINE AND 1/4 MILE WEST OF THE LINCOLN-FLATHEAD COUNTY
 TN0847'LINE, NEAR THE LINE BETWEEN SECTIONS 25 AND 36, T 30 N, R 25 W.
 TN0847'
 TN0847'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND MAIN
 TN0847'STREET IN KALISPELL, BY GOING WEST ON HIGHWAY 2 FOR 0.7 MILE
 TN0847'TO CROSSROADS AT THE SOUTHWEST CORNER OF FAIRGROUNDS, TURN
 TN0847'RIGHT AND FOLLOW MACADAM ROAD NORTHERLY FOR 10.55 MILES TO
 TN0847'CROSSROADS AT THE END OF MACADAM, CONTINUE NORTHERLY ON
 TN0847'GRAVEL ROAD FOR 3.8 MILES TO SIDE ROAD LEFT, TURN LEFT AND
 TN0847'CONTINUE ON GRAVEL ROAD, NORTHERLY, FOR 1.25 MILES TO FORKS,
 TN0847'TAKE LEFT FORK FOR 0.1 MILE TO FORKS, TAKE RIGHT FORK FOR
 TN0847'9.25 MILES TO THE NORTH END OF TALLY LAKE AND SIDE ROAD RIGHT
 TN0847'(GROUP OF SIGNS ON THE LEFT), CONTINUE ON MAIN GRAVEL ROAD,
 TN0847'NORTHWESTERLY, FOR 5.2 MILES TO A SIDE ROAD LEFT, CONTINUE
 TN0847'STRAIGHT AHEAD ON GRAVEL ROAD, WESTERLY AND SOUTHWESTERLY,
 TN0847'FOR 5.45 MILES TO THE STAR MEADOWS RANGER STATION ON THE
 TN0847'LEFT, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD, WESTERLY,
 TN0847'FOR 5.75 MILES TO A SIDE ROAD LEFT AND SIGN SHEPPARD CREEK
 TN0847'ROAD, TURN LEFT AS PER SIGN FOR 0.1 MILE TO FORKS, TAKE
 TN0847'LEFT FORK FOR 1.45 MILES TO FORKS AND SIGN SYLVIA LAKE 2.5
 TN0847'MILES, TAKE LEFT FORK FOR 1.95 MILES TO A SIGN ON THE LEFT
 TN0847'INGALLS L.O.  4-TRAIL NO. 171 AND DIM TRAIL LEADING TO THE
 TN0847'RIGHT (SOUTHWESTERLY) AT A TRIANGLE BLAZED TREE ON THE RIGHT AND
 TN0847'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHWESTERLY ON TRAIL 171
 TN0847'TOWARDS FOREST BOUNDARY, PASSING TO THE NORTH THEN WEST
 TN0847'OF SYLVIA LAKE, FOR ABOUT 3 MILES TO TOP OF CONNER MTN AND
 TN0847'STATION SITE AS DESCRIBED.  THE OBSERVING PARTY WAS TAKEN TO THE
 TN0847'STATION BY HORSES AND THE TIME WAS 1-1/2 HOURS.
 TN0847'
 TN0847'STATION MARK IS A STANDARD DISK, STAMPED CONNER 1959, CEMENTED
 TN0847'IN A DRILL HOLE IN A 2 X 4 FOOT EXPOSED AREA OF BEDROCK PROJECTING
 TN0847'8 INCHES.  IT IS 33 FEET NORTH-NORTHEAST OF A SECTION MARKER
 TN0847'ON THE NORTH SIDE OF A 6-INCH SPRUCE TREE, 22 FEET WEST OF THE
 TN0847'EAST EDGE OF A LARGE ROCK OUTCROP AND 15 FEET EAST OF A
 TN0847'TRIANGLE BLAZE ON THE EAST SIDE OF AN 8-INCH SPRUCE.
 TN0847'
 TN0847'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CONNER NO 1 1959,
 TN0847'CEMENTED IN A DRILL HOLE IN A 3 X 5 FOOT EXPOSED AREA OF
 TN0847'BEDROCK PROJECTING 1 FOOT.  IT IS 81 FEET SOUTHEAST OF THE
 TN0847'TRIANGLE BLAZE ON THE 8-INCH SPRUCE TREE, 54 FEET EAST-SOUTHEAST
 TN0847'OF THE TRIANGLE BLAZE ON THE 6-INCH SPRUCE TREE AND 6 FEET
 TN0847'SOUTH OF A TRIANGLE BLAZE ON THE WEST SIDE OF A 10-INCH SPRUCE
 TN0847'TREE.
 TN0847'
 TN0847'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CONNER NO 2 1959,
 TN0847'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 3 FOOT EXPOSED AREA OF
 TN0847'BEDROCK FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET NORTHEAST
 TN0847'OF THE TRIANGLE BLAZE ON THE 8-INCH SPRUCE TREE, 27 FEET
 TN0847'NORTH-NORTHWEST OF THE NORTHEAST EDGE OF THE LARGE ROCK OUTCROP
 TN0847'AND 16 FEET WEST OF A TRIANGLE BLAZE ON THE WEST SIDE OF
 TN0847'A 12-INCH SPRUCE TREE.
 TN0847'
 TN0847'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 TN0847
 TN0847                          STATION RECOVERY (1960)
 TN0847
 TN0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0847'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0718 ***********************************************************************
 RV0718  DESIGNATION -  CONOVER
 RV0718  PID         -  RV0718
 RV0718  STATE/COUNTY-  MT/YELLOWSTONE
 RV0718  USGS QUAD   -  HAY BASIN SOUTH (1980)
 RV0718
 RV0718                         *CURRENT SURVEY CONTROL
 RV0718  ___________________________________________________________________
 RV0718* NAD 83(1992)-  46 07 17.84442(N)    108 44 29.08378(W)     ADJUSTED  
 RV0718* NAVD 88     -      1252.0    (meters)    4108.     (feet)  VERTCON   
 RV0718  ___________________________________________________________________
 RV0718  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 RV0718  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 RV0718
 RV0718  HORZ ORDER  -  FIRST
 RV0718
 RV0718.The horizontal coordinates were established by classical geodetic methods
 RV0718.and adjusted by the National Geodetic Survey in July 1992..
 RV0718
 RV0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0718
 RV0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0718
 RV0718.The geoid height was determined by GEOID03.
 RV0718
 RV0718;                    North         East     Units Scale Factor Converg.
 RV0718;SPC MT       -   208,274.217   658,604.330   MT  0.99951245   +0 33 17.7
 RV0718;SPC MT       -   683,314.36  2,160,775.36   iFT  0.99951245   +0 33 17.7
 RV0718;UTM  12      - 5,110,040.650   674,502.393   MT  0.99997435   +1 37 42.3
 RV0718
 RV0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0718!SPC MT       -   0.99980579  x   0.99951245  =   0.99931834
 RV0718!UTM  12      -   0.99980579  x   0.99997435  =   0.99978015
 RV0718
 RV0718|---------------------------------------------------------------------|
 RV0718| PID    Reference Object                     Distance      Geod. Az  |
 RV0718|                                                           dddmmss.s |
 RV0718| CQ5327 CONOVER RM 1                         21.951 METERS 07853     |
 RV0718| CQ5329 CONOVER RM 3 AZIMUTH                               1704207.3 |
 RV0718| CQ5328 CONOVER RM 2                         20.330 METERS 28113     |
 RV0718|---------------------------------------------------------------------|
 RV0718
 RV0718                          SUPERSEDED SURVEY CONTROL
 RV0718
 RV0718  NAD 83(1986)-  46 07 17.83626(N)    108 44 29.05759(W) AD(       ) 1
 RV0718  NAD 27      -  46 07 17.99272(N)    108 44 26.54097(W) AD(       ) 1
 RV0718  NGVD 29 (07/19/86) 1251.1    (m)         4105.     (f) VERT ANG       
 RV0718
 RV0718.Superseded values are not recommended for survey control.
 RV0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0718.See file dsdata.txt to determine how the superseded data were derived.
 RV0718
 RV0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS7450210041(NAD 83)
 RV0718_MARKER: DS = TRIANGULATION STATION DISK
 RV0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RV0718
 RV0718  HISTORY     - Date     Condition        Report By
 RV0718  HISTORY     - 1972     MONUMENTED       NGS
 RV0718
 RV0718                          STATION DESCRIPTION
 RV0718
 RV0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RV0718'THE STATION IS LOCATED ABOUT 25 MILES NORTH-NORTHWEST OF BILLINGS, 16
 RV0718'MILES SOUTHEAST OF LAVINA, 7 MILES EAST OF BROADVIEW AND 0.4 MILE
 RV0718'NORTHEAST OF MR MAURICE W. CONOVER FARM HOUSE.  MR CONOVER IS THE
 RV0718'PROPERTY OWNER.
 RV0718'
 RV0718'TO REACH THE STATION FROM THE POST OFFICE IN BROADVIEW GO NORTH ON
 RV0718'STATE HIGHWAY 3 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT ON
 RV0718'SURFACED ROAD ( NUMBER 328) AND GO EAST FOR 6.5 MILES TO A
 RV0718'CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.35 MILE
 RV0718'TO REFERENCE MARK 3 ON THE LEFT.  CONTINUE NORTH ON GRAVELED ROAD
 RV0718'FOR 0.65 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED
 RV0718'ROAD FOR 0.45 MILE TO MR CONOVER DRIVEWAY ON THE RIGHT.  TURN RIGHT
 RV0718'AND FOLLOW DRIVEWAY NORTH FOR 0.05 MILE TO A LARGE METAL SHED.  KEEP
 RV0718'LEFT AND GO ON THE WEST SIDE OF SHED FOR ABOUT 150 FEET TO A
 RV0718'SMALL METAL SHED ON THE RIGHT.  TURN RIGHT AND GO EASTERLY
 RV0718'PASSING TO THE NORTH OF A LARGE BARN FOR 0.35 MILE TO TOP OF A
 RV0718'SMALL KNOB AND THE STATION.
 RV0718'
 RV0718'THE STATION MARKS ARE STANDARD DISKS STAMPED CONOVER 1972.  THE
 RV0718'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 RV0718'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 25 FEET SOUTHEAST OF
 RV0718'A METAL WITNESS POST WITH SIGN ATTACHED AND 15 FEET SOUTH OF A
 RV0718'FENCE.  THE UNDERGROUND DISK IS ABOUT 42 INCHES BELOW THE GROUND
 RV0718'SURFACE.
 RV0718'
 RV0718'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONOVER NO 1 1972, SET
 RV0718'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 RV0718'INCHES ABOVE THE GROUND SURFACE.  IT IS 92 FEET EAST OF THE METAL
 RV0718'WITNESS POST WITH SIGN ATTACHED AND 1 FOOT SOUTH OF THE FENCE.
 RV0718'
 RV0718'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONOVER NO 2 1972, SET
 RV0718'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 RV0718'INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET WEST OF THE METAL
 RV0718'WITNESS POST WITH SIGN ATTACHED AND 1 FOOT SOUTH OF THE FENCE.
 RV0718'
 RV0718'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CONOVER NO 3 1972, SET
 RV0718'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 5
 RV0718'INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET WEST OF THE CENTER
 RV0718'OF THE GRAVELED ROAD, 2.5 FEET NORTH OF A POWER POLE AND 2 FEET
 RV0718'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.  REFERENCE MARK 3
 RV0718'CAN BE USED FOR A AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0578 ***********************************************************************
 TL0578  DESIGNATION -  CONRAD
 TL0578  PID         -  TL0578
 TL0578  STATE/COUNTY-  MT/PONDERA
 TL0578  USGS QUAD   -  CONRAD (1967)
 TL0578
 TL0578                         *CURRENT SURVEY CONTROL
 TL0578  ___________________________________________________________________
 TL0578* NAD 83(1992)-  48 10 05.23963(N)    111 56 39.70792(W)     ADJUSTED  
 TL0578* NAVD 88     -      1083.     (meters)    3553.     (feet)  SCALED    
 TL0578  ___________________________________________________________________
 TL0578  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 TL0578  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 TL0578
 TL0578  HORZ ORDER  -  THIRD
 TL0578
 TL0578.The horizontal coordinates were established by classical geodetic methods
 TL0578.and adjusted by the National Geodetic Survey in July 1992..
 TL0578
 TL0578.The orthometric height was scaled from a topographic map.
 TL0578
 TL0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0578
 TL0578.The geoid height was determined by GEOID03.
 TL0578
 TL0578;                    North         East     Units Scale Factor Converg.
 TL0578;SPC MT       -   438,217.344   418,284.792   MT  0.99959677   -1 47 17.0
 TL0578;SPC MT       - 1,437,720.94  1,372,325.43   iFT  0.99959677   -1 47 17.0
 TL0578;UTM  12      - 5,335,417.753   429,784.276   MT  0.99966058   -0 42 13.2
 TL0578
 TL0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0578!SPC MT       -   0.99983256  x   0.99959677  =   0.99942939
 TL0578!UTM  12      -   0.99983256  x   0.99966058  =   0.99949319
 TL0578
 TL0578                          SUPERSEDED SURVEY CONTROL
 TL0578
 TL0578  NAD 83(1986)-  48 10 05.24290(N)    111 56 39.70056(W) AD(       ) 4
 TL0578  NAD 27      -  48 10 05.34734(N)    111 56 36.63010(W) AD(       ) 3
 TL0578
 TL0578.Superseded values are not recommended for survey control.
 TL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0578.See file dsdata.txt to determine how the superseded data were derived.
 TL0578
 TL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU2978435418(NAD 83)
 TL0578_MARKER: 65 = GRAIN ELEVATOR
 TL0578
 TL0578  HISTORY     - Date     Condition        Report By
 TL0578  HISTORY     - 1937     FIRST OBSERVED   USGS
 TL0578
 TL0578                          STATION DESCRIPTION
 TL0578
 TL0578'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 TL0578'LOCATED IN TOWN OF CONRAD, MOST SOUTHERLY ONE OF FIVE GRAIN ELEVATORS,
 TL0578'OWNED BY OCCIDENTAL MILLING COMPANY.
 TL0578'
 TL0578'STATION MARK--CENTER, TOP OF ELEVATOR.
 TL0578'
 TL0578'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0489 ***********************************************************************
 ST0489  DESIGNATION -  COOK
 ST0489  PID         -  ST0489
 ST0489  STATE/COUNTY-  MT/TETON
 ST0489  USGS QUAD   -  TETON BUTTES (1987)
 ST0489
 ST0489                         *CURRENT SURVEY CONTROL
 ST0489  ___________________________________________________________________
 ST0489* NAD 83(1992)-  47 48 49.66613(N)    112 19 56.65543(W)     ADJUSTED  
 ST0489* NAVD 88     -      1459.4    (meters)    4788.     (feet)  VERTCON   
 ST0489  ___________________________________________________________________
 ST0489  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 ST0489  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 ST0489
 ST0489  HORZ ORDER  -  FIRST
 ST0489
 ST0489.The horizontal coordinates were established by classical geodetic methods
 ST0489.and adjusted by the National Geodetic Survey in July 1992..
 ST0489
 ST0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0489
 ST0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0489
 ST0489.The geoid height was determined by GEOID03.
 ST0489
 ST0489;                    North         East     Units Scale Factor Converg.
 ST0489;SPC MT       -   399,835.319   388,025.623   MT  0.99949054   -2 04 18.9
 ST0489;SPC MT       - 1,311,795.67  1,273,049.94   iFT  0.99949054   -2 04 18.9
 ST0489;UTM  12      - 5,296,464.229   400,252.373   MT  0.99972226   -0 59 14.5
 ST0489
 ST0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0489!SPC MT       -   0.99977352  x   0.99949054  =   0.99926417
 ST0489!UTM  12      -   0.99977352  x   0.99972226  =   0.99949584
 ST0489
 ST0489|---------------------------------------------------------------------|
 ST0489| PID    Reference Object                     Distance      Geod. Az  |
 ST0489|                                                           dddmmss.s |
 ST0489| CN4154 COOK RM 1                            15.881 METERS 05206     |
 ST0489| ST0477 CHOTEAU BAUMA POST YD RAD MAST      APPROX. 8.4 KM 0683935.0 |
 ST0489| ST0479 CHOTEAU MUN AIRPORT BEACON          APPROX.12.3 KM 0845130.7 |
 ST0489| ST0482 CHOTEAU LATTER DAY SAINTS CH        APPROX.12.0 KM 0883708.4 |
 ST0489| ST0481 CHOTEAU GTA FEED ELEVATOR           APPROX.11.4 KM 0911339.5 |
 ST0489| ST0480 CHOTEAU HIGH SCHOOL STACK           APPROX.10.7 KM 0915017.1 |
 ST0489| CN4155 COOK RM 2                            13.455 METERS 14806     |
 ST0489| CN4153 COOK AZ MK                                         2251703.5 |
 ST0489|---------------------------------------------------------------------|
 ST0489
 ST0489                          SUPERSEDED SURVEY CONTROL
 ST0489
 ST0489  NAD 83(1986)-  47 48 49.67284(N)    112 19 56.64012(W) AD(       ) 1
 ST0489  NAD 27      -  47 48 49.84800(N)    112 19 53.55000(W) AD(       ) 1
 ST0489  NGVD 29 (07/19/86) 1458.4    (m)         4785.     (f) VERT ANG       
 ST0489
 ST0489.Superseded values are not recommended for survey control.
 ST0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0489.See file dsdata.txt to determine how the superseded data were derived.
 ST0489
 ST0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT0025296464(NAD 83)
 ST0489_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0489
 ST0489  HISTORY     - Date     Condition        Report By
 ST0489  HISTORY     - 1940     MONUMENTED       CGS
 ST0489  HISTORY     - 1956     GOOD             USGS
 ST0489  HISTORY     - 1957     MARK NOT FOUND   USGS
 ST0489  HISTORY     - 1960     SEE DESCRIPTION  CGS
 ST0489  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ST0489  HISTORY     - 1988     GOOD             USAF
 ST0489
 ST0489                          STATION DESCRIPTION
 ST0489
 ST0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0489'STATION IS ABOUT 7 MILES W OF CHOTEAU AND ABOUT 12 MILES
 ST0489'S OF BYNUM ON THE HIGHEST POINT OF THE EASTERLY ONE OF TWO
 ST0489'PROMINENT GRASS COVERED BUTTES.
 ST0489'
 ST0489'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 ST0489'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND
 ST0489'11A.
 ST0489'
 ST0489'STATION MARK IS 5.1 FEET E OF A WHITE WITNESS POST, PROJECTS
 ST0489'10 INCHES, AND IS STAMPED COOK 1940.
 ST0489'
 ST0489'REFERENCE MARK NO. 1 IS ON THE NE SLOPE OF HILL, ABOUT 1 FOOT
 ST0489'BELOW THE STATION, PROJECTS 6 INCHES, AND IS STAMPED COOK NO. 1,
 ST0489'1940.
 ST0489'
 ST0489'REFERENCE MARK NO. 2 IS ON THE SE SLOPE OF HILL, ABOUT 1 FOOT
 ST0489'BELOW THE STATION, PROJECTS 6 INCHES, AND IS STAMPED COOK NO. 2,
 ST0489'1940.
 ST0489'
 ST0489'THE AZIMUTH MARK IS 1 FOOT E OF THE SE CORNER OF BARNYARD
 ST0489'(THE SAME FENCE CORNER MENTIONED IN THE STATION DESCRIPTION
 ST0489'BELOW), 2.5 FEET S OF A WHITE WITNESS POST, AND 35 FEET W
 ST0489'OF TRACK ROAD.  THE AZIMUTH MARK PROJECTS 8 INCHES AND IS
 ST0489'STAMPED COOK 1940.
 ST0489'
 ST0489'REACHED BY GOING SW ON THE MAIN HIGHWAY FROM THE CITIZENS
 ST0489'STATE BANK IN CHOTEAU FOR 0.3 MILE TO THE COURTHOUSE.  TURN
 ST0489'RIGHT, (S) ON THE PAVED ROAD TOWARDS AUGUSTA AND GO 0.85 MILE
 ST0489'TO A GRAVEL ROAD LEADING TO THE RIGHT, (W).  TURN RIGHT AND
 ST0489'FOLLOW MAIN GRADED ROAD W AND SW FOR 5.6 MILES TO A SMALL
 ST0489'WOODEN BRIDGE AND A ROAD FORK JUST BEYOND.  TAKE RIGHT FORK,
 ST0489'(W) AND GO FOR 2.6 MILES TO A NARROW TRACK ROAD LEADING RIGHT,
 ST0489'(N) THROUGH A WIRE GATE JUST E OF A SMALL WOODEN SCHOOLHOUSE.
 ST0489'TURN RIGHT AND FOLLOW TRACK ROAD N FOR 1.8 MILES TO A GROUP
 ST0489'OF RANCH BUILDINGS ON THE LEFT.  (THE AZIMUTH MARK IS CLOSE
 ST0489'TO THE FIRST FENCE CORNER ON THE LEFT W SIDE OF ROAD
 ST0489'APPROACHING THE RANCH FROM THE S.) CONTINUE TO THE STATION BY
 ST0489'GOING STRAIGHT AHEAD, (N) FOR 0.1 MILE TO A GATE JUST
 ST0489'(W) OF A SMALL CREEK.  PASS THROUGH GATE, TURN RIGHT, (E)
 ST0489'ACROSS A SMALL WOODEN BRIDGE AND FOLLOW THE MAIN ROAD E
 ST0489'FOR 1.0 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE E
 ST0489'FOR 0.2 MILE TO ROAD LEADING LEFT, (N).  TURN LEFT AND
 ST0489'GO FOR 0.35 MILE.  TURN RIGHT, (E) AND GO FOR 0.05 MILE TO A
 ST0489'WIRE GATE ON LEFT LEADING INTO YARD OF A DESERTED RANCH HOUSE
 ST0489'NOW IN RUINS.  TURN LEFT, (N) PASSING THROUGH GATE AND ON W
 ST0489'SIDE OF HOUSE AND GO FOR 0.35 MILE.  BEAR LEFT, (NW) AND
 ST0489'GO UP SLOPE OF HILL FOR ABOUT 0.5 MILE TO THE HIGHEST POINT
 ST0489'AND STATION.
 ST0489'
 ST0489'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 ST0489
 ST0489                          STATION RECOVERY (1956)
 ST0489
 ST0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ST0489'STATION MARK--NONE.
 ST0489
 ST0489                          STATION RECOVERY (1957)
 ST0489
 ST0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 ST0489'THE STATION WAS FOUND AS DESCRIBED.
 ST0489'
 ST0489'STATION MARK--NONE.
 ST0489
 ST0489                          STATION RECOVERY (1960)
 ST0489
 ST0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0489'THE STATION, REFERENCE MARKS ONE AND TWO AND THE AZIMUTH
 ST0489'MARK WERE RECOVERED.  THE RANCH BUILDINGS IN THE VICINITY
 ST0489'OF THE AZIMUTH MARK HAVE BEEN DEMOLISHED AND ALL THAT REMAINS
 ST0489'ARE THE WITNESS POST A FENCE POST AND AN OLD MORTAR AND ROCK
 ST0489'FOUNDATION THAT IS ABOUT 20 FEET LONG 2 FEET WIDE AND 4 FEET
 ST0489'HIGH.  A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 ST0489'
 ST0489'THE STATION IS ABOUT 7 MILES WEST OF CHOTEAU AND 12 MILES
 ST0489'SOUTH OF BYNUM, ON THE HIGHEST POINT OF THE MOST EASTERLY
 ST0489'ONE OF TWO PROMINENT GRASS COVERED BUTTES.
 ST0489'
 ST0489'TO REACH THE STATION FROM THE COURTHOUSE IN CHOTEAU, PROCEED
 ST0489'SOUTHERLY ON STATE HIGHWAY 287 FOR 1.1 MILES TO A GRAVELED
 ST0489'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON THE
 ST0489'GRAVELED ROAD FOR 4.4 MILES TO A FORK AT A SIGN MEADOW.  TAKE
 ST0489'THE RIGHT FORK AND GO WESTERLY FOR 2.1 MILES TO A FORK JUST AFTER
 ST0489'CROSSING A SMALL BRIDGE.  TAKE THE RIGHT FORK AND CONTINUE
 ST0489'WESTERLY FOR 2.45 MILES TO A GATE AND A TRACK ROAD ON THE
 ST0489'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO NORTH 1.65 MILE
 ST0489'TO THE AZIMUTH MARK AND THE REMAINS OF THE RANCH ON THE
 ST0489'LEFT, FROM THIS POINT GO NORTH-NORTHWEST 0.15 TO A GATE AT A
 ST0489'T-INTERSECTION OF FENCE LINES, TURN RIGHT THROUGH THE GATE AND GO
 ST0489'NORTHEAST 0.05 MILE TO A MARSH CROSSING, CROSS THE MARSH
 ST0489'AND CONTINUE NORTHEAST UP GRADE 0.3 MILE.  BEAR LEFT,
 ST0489'LEAVING THE TRACK ROAD AND GO NORTH ALONG THE WEST SIDE OF AN
 ST0489'OLD CULTIVATED FIELD FOR 0.55 MILE TO A GATE AT A
 ST0489'T-INTERSECTION OF FENCE LINES.  PASS THROUGH THE GATE AND
 ST0489'GO NORTHEAST ACROSS A FLAT FOR 0.2 MILE TO A RAVINE.  GO
 ST0489'LEFT UP THE RAVINE FOR 0.1 MILE TO THE START OF A DRAW
 ST0489'LEADING UP AND TOWARDS THE RIGHT.  GO UP THIS DRAW FOR 0.1
 ST0489'MILE TO A TRACK ROAD.  CROSS THE TRACK ROAD AND SELECT WAY
 ST0489'NORTH-EASTERLY AROUND THE SOUTH END OF THE STATION HILL,
 ST0489'CROSSING TWO SMALL SADDLES FOR 0.3 MILE TO A MORE
 ST0489'GRADUAL APPROACH TO THE TOP OF THE HILL.  TURN LEFT AND GO
 ST0489'NORTHWEST FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 ST0489'
 ST0489'THE STATION MARK IS A STANDARD DISK, STAMPED COOK 1940, SET
 ST0489'IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 ST0489'10 INCHES.  IT IS 5 FEET EAST OF A WITNESS POST.
 ST0489'
 ST0489'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COOK NO 1 1940,
 ST0489'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 ST0489'6 INCHES.  IT IS ON THE NORTHEAST SLOPE OF THE HILL AND
 ST0489'ABOUT 1 FOOT LOWER THAN THE STATION.
 ST0489'
 ST0489'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COOK NO 2 1940,
 ST0489'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 ST0489'6 INCHES.  IT IS ON THE SOUTHEAST SLOPE OF THE HILL AND 1 FOOT
 ST0489'LOWER THAN THE STATION.
 ST0489'
 ST0489'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COOK 1940, SET
 ST0489'IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 ST0489'2 INCHES.  IT IS 195 FEET SOUTH OF THE EAST END OF THE OLD
 ST0489'FOUNDATION, 53.5 FEET SOUTHEAST OF THE FENCE POST 35 FEET
 ST0489'WEST OF THE CENTER OF THE TRACK ROAD AND 2.5 FEET SOUTH OF
 ST0489'A WITNESS POST.  A 4-WHEEL DRIVE TRUCK REQUIRED.
 ST0489
 ST0489                          STATION RECOVERY (1961)
 ST0489
 ST0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0489'STATION WAS RECOVERED AS DESCRIBED BY O.S.R. IN 1960.
 ST0489
 ST0489                          STATION RECOVERY (1988)
 ST0489
 ST0489'RECOVERY NOTE BY US AIR FORCE 1988 (ESL)
 ST0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0293 ***********************************************************************
 QV0293  DESIGNATION -  COOK
 QV0293  PID         -  QV0293
 QV0293  STATE/COUNTY-  MT/POWDER RIVER
 QV0293  USGS QUAD   -  COOK CREEK RESERVOIR (1964)
 QV0293
 QV0293                         *CURRENT SURVEY CONTROL
 QV0293  ___________________________________________________________________
 QV0293* NAD 83(1992)-  45 39 18.49464(N)    106 09 15.71952(W)     ADJUSTED  
 QV0293* NAVD 88     -      1332.4    (meters)    4371.     (feet)  VERTCON   
 QV0293  ___________________________________________________________________
 QV0293  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 QV0293  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 QV0293
 QV0293  HORZ ORDER  -  FIRST
 QV0293
 QV0293.The horizontal coordinates were established by classical geodetic methods
 QV0293.and adjusted by the National Geodetic Survey in July 1992..
 QV0293
 QV0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0293
 QV0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0293
 QV0293.The geoid height was determined by GEOID03.
 QV0293
 QV0293;                    North         East     Units Scale Factor Converg.
 QV0293;SPC MT       -   161,728.968   860,603.838   MT  0.99966998   +2 26 50.4
 QV0293;SPC MT       -   530,606.85  2,823,503.41   iFT  0.99966998   +2 26 50.4
 QV0293;UTM  13      - 5,056,380.034   410,061.174   MT  0.99969945   -0 49 32.1
 QV0293
 QV0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0293!SPC MT       -   0.99979356  x   0.99966998  =   0.99946361
 QV0293!UTM  13      -   0.99979356  x   0.99969945  =   0.99949307
 QV0293
 QV0293:                Primary Azimuth Mark                     Grid Az
 QV0293:SPC MT       -  COOK AZ MK                               260 07 18.5
 QV0293:UTM  13      -  COOK AZ MK                               263 23 41.0
 QV0293
 QV0293|---------------------------------------------------------------------|
 QV0293| PID    Reference Object                     Distance      Geod. Az  |
 QV0293|                                                           dddmmss.s |
 QV0293| CQ5330 COOK AZ MK                                         2623408.9 |
 QV0293| CQ5331 COOK RM 1                            23.710 METERS 26407     |
 QV0293| CQ5332 COOK RM 2                            26.230 METERS 34633     |
 QV0293|---------------------------------------------------------------------|
 QV0293
 QV0293                          SUPERSEDED SURVEY CONTROL
 QV0293
 QV0293  NAD 83(1986)-  45 39 18.46809(N)    106 09 15.69944(W) AD(       ) 1
 QV0293  NAD 27      -  45 39 18.46100(N)    106 09 13.67300(W) AD(       ) 1
 QV0293  NGVD 29 (07/19/86) 1331.7    (m)         4369.     (f) VERT ANG       
 QV0293
 QV0293.Superseded values are not recommended for survey control.
 QV0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0293.See file dsdata.txt to determine how the superseded data were derived.
 QV0293
 QV0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL1006156380(NAD 83)
 QV0293_MARKER: DS = TRIANGULATION STATION DISK
 QV0293_SETTING: 80 = SET IN A BOULDER
 QV0293_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QV0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0293
 QV0293  HISTORY     - Date     Condition        Report By
 QV0293  HISTORY     - 1934     MONUMENTED       CGS
 QV0293  HISTORY     - 1957     GOOD             USGS
 QV0293
 QV0293                          STATION DESCRIPTION
 QV0293
 QV0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0293'THE STATION IS ON THE HIGHEST POINT OF THE COOK HILLS, ABOUT
 QV0293'7 MILES NORTHEAST OF ASHLAND AND 6 MILES EAST OF THE TONGUE
 QV0293'RIVER.  IT IS ABOUT 1-1/2 MILES NORTH OF THE POINT SHOWN AS
 QV0293'COOK MOUNTAIN ON THE FOREST SERVICE MAP.  THE POINT SELECTED
 QV0293'IS ON THE GRASSY RIDGE ON TOP OF THE MOUNTAIN, THAT RUNS
 QV0293'NORTHWEST AND SOUTHEAST AND THAT HAS TIMBER ON THE SIDES.
 QV0293'
 QV0293'THE STATION MAY BE REACHED FROM THE ASHLAND POST OFFICE, BY
 QV0293'GOING EAST ON THE MAIN-GRADED ROAD 0.7 MILE TO A FORK.  TAKE
 QV0293'THE LEFT FORK, NORTH, UP HILL AND GO 0.7 MILE TO A POINT
 QV0293'WHERE THE GRADE TURNS RIGHT OR EAST.  CONTINUE STRAIGHT AHEAD ON
 QV0293'A RANCH ROAD THROUGH A GATE AND GO 2.5 MILES TO FORK.  TAKE
 QV0293'THE RIGHT FORK AND GO 0.3 MILE TO A FENCE CORNER AND TWO
 QV0293'GATES.  PASS THROUGH THE LEFT GATE AND CONTINUE STRAIGHT
 QV0293'AHEAD NORTH AND EAST.  GO 1.1 MILES TO A SMALL LOG
 QV0293'SCHOOLHOUSE.  TURN LEFT THROUGH GATE AND GO 0.6 MILE TO A SET
 QV0293'OF FARM BUILDINGS.  CONTINUE PAST THE FARM BUILDINGS, UP COOK
 QV0293'CREEK 1.1 MILES TO ANOTHER SET OF FARM BUILDINGS.  PASS TO
 QV0293'THE LEFT OF HOUSE AND CONTINUE UP COOK CREEK 0.3 MILE TO A
 QV0293'SMALL HAY PEN AT THE RIGHT OF THE TRACKS.  TURN LEFT, OR
 QV0293'NORTH, OFF THE TRACKS AND GO 0.1 MILE TO THE END OF TRUCK
 QV0293'TRAVEL AT THE NORTH SIDE OF THE SMALL ALFALFA FIELD.
 QV0293'THE STATION IS ABOUT 1 MILE NORTH AT THE HIGHEST POINT OF THE
 QV0293'COOK HILLS.  THE BEST ROUTE TO THE TOP IS TO GO UP THE
 QV0293'RIDGE TO THE NORTH, PASSING TO THE RIGHT OF SOME LOW
 QV0293'PINNACLES, TO THE BASE OF A PROMINENT HILL NEAR THE TOP.
 QV0293'PASS TO THE EAST OF THE FIRST HILL, FOLLOWING A STOCK TRAIL,
 QV0293'THEN GO UP THE SLOPE TO THE LEFT TO THE TOP.  THE STATION IS
 QV0293'ABOUT 1/2 MILE NORTHWEST ALONG THE RIDGE FROM HERE.  THIS IS
 QV0293'ABOUT A 30-MINUTE CLIMB.  WATER AND SUPPLIES MAY BE
 QV0293'SECURED AT ASHLAND.
 QV0293'
 QV0293'SURFACE AND REFERENCE MARKS ARE SET AS DESCRIBED.
 QV0293'AZIMUTH MARK IS A STANDARD BRONZE DISK SET AS
 QV0293'DESCRIBED.
 QV0293'
 QV0293'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION.
 QV0293'
 QV0293'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.
 QV0293'
 QV0293'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION AND IS LOCATED
 QV0293'ON A GRASSY KNOLL, WHICH IS SLIGHTLY LOWER THAN THE POINT ON
 QV0293'WHICH THE STATION IS LOCATED, AND WHICH IS ACROSS A SMALL
 QV0293'TIMBERED VALLEY FROM THE STATION.
 QV0293'
 QV0293'A 30-FOOT STAND WILL CLEAR ALL LINES.
 QV0293
 QV0293                          STATION RECOVERY (1957)
 QV0293
 QV0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QV0293'RECOVERED BY USGS IN 1957 AND REDESCRIBED AS FOLLOWS
 QV0293'
 QV0293'TO REACH FROM ASHLAND POST OFFICE, DRIVE 4.7 MI. SE. ALONG STATE
 QV0293'HIGHWAY 8, TURN LEFT ON RANCH RD. AND DRIVE 4.5 MI. TO RD. FORKS, TURN
 QV0293'LEFT PAST RANCH HOUSE ON LEFT DRIVING 1.9 MI. TO Y-RD. FORKS, TURN
 QV0293'LEFT AND DRIVE 0.9 MI. TO DIM Y-RD. FORKS, TURN RIGHT CROSSING DRAIN
 QV0293'AND PASS THRU ABANDONED HOMESTEAD AND WIRE GATE DRIVING ALONG DIM RD.
 QV0293'ALONG DRAINAGE ABOUT 1.0 MI. BEFORE LEAVING TRUCK.  PACK UP STEEP
 QV0293'DRAINAGE NORTHWESTERLY TO RIDGE TOP AND GRASSY SADDLE WITH A STEEP
 QV0293'RISE NE., TAKE STOCK TRAIL NW. OUT OF SADDLE FOLLOWING THE SIDE HILL
 QV0293'BEFORE TRAIL LEADS TO RIDGE TOP, UPON REACHING RIDGE TOP TURN LEFT
 QV0293'FOLLOWING TOP OF RIDGE FORMATION TO HIGH POINT AND STATION WHICH IS
 QV0293'ON THE NW. PART OF THE COOK MOUNTAIN RIDGE FORMATION.  ABOUT A 40
 QV0293'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0757 ***********************************************************************
 RV0757  DESIGNATION -  COOK
 RV0757  PID         -  RV0757
 RV0757  STATE/COUNTY-  MT/WHEATLAND
 RV0757  USGS QUAD   -  ETHELS COULEE (1986)
 RV0757
 RV0757                         *CURRENT SURVEY CONTROL
 RV0757  ___________________________________________________________________
 RV0757* NAD 83(1992)-  46 27 35.89118(N)    109 39 11.40638(W)     ADJUSTED  
 RV0757* NAVD 88     -      1359.4    (meters)    4460.     (feet)  VERTCON   
 RV0757  ___________________________________________________________________
 RV0757  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 RV0757  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 RV0757
 RV0757  HORZ ORDER  -  FIRST
 RV0757
 RV0757.The horizontal coordinates were established by classical geodetic methods
 RV0757.and adjusted by the National Geodetic Survey in July 1992..
 RV0757
 RV0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0757
 RV0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0757
 RV0757.The geoid height was determined by GEOID03.
 RV0757
 RV0757;                    North         East     Units Scale Factor Converg.
 RV0757;SPC MT       -   245,591.654   588,240.378   MT  0.99943883   -0 06 43.4
 RV0757;SPC MT       -   805,746.90  1,929,922.50   iFT  0.99943883   -0 06 43.4
 RV0757;UTM  12      - 5,146,036.564   603,420.276   MT  0.99973147   +0 58 35.0
 RV0757
 RV0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0757!SPC MT       -   0.99978882  x   0.99943883  =   0.99922776
 RV0757!UTM  12      -   0.99978882  x   0.99973147  =   0.99952034
 RV0757
 RV0757:                Primary Azimuth Mark                     Grid Az
 RV0757:SPC MT       -  ALM                                      026 57 09.4
 RV0757:UTM  12      -  ALM                                      025 51 51.0
 RV0757
 RV0757|---------------------------------------------------------------------|
 RV0757| PID    Reference Object                     Distance      Geod. Az  |
 RV0757|                                                           dddmmss.s |
 RV0757| RV0766 ALM                                 APPROX.20.0 KM 0265026.0 |
 RV0757| CQ5331 COOK RM 1                            24.190 METERS 17858     |
 RV0757| CQ5330 COOK AZ MK                                         2712732.9 |
 RV0757| CQ5332 COOK RM 2                            21.248 METERS 27208     |
 RV0757|---------------------------------------------------------------------|
 RV0757
 RV0757                          SUPERSEDED SURVEY CONTROL
 RV0757
 RV0757  NAD 83(1986)-  46 27 35.88455(N)    109 39 11.38689(W) AD(       ) 1
 RV0757  NAD 27      -  46 27 36.03300(N)    109 39 08.73300(W) AD(       ) 1
 RV0757  NGVD 29 (07/19/86) 1358.5    (m)         4457.     (f) VERT ANG       
 RV0757
 RV0757.Superseded values are not recommended for survey control.
 RV0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0757.See file dsdata.txt to determine how the superseded data were derived.
 RV0757
 RV0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS0342046037(NAD 83)
 RV0757_MARKER: DS = TRIANGULATION STATION DISK
 RV0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RV0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0757+STABILITY: SURFACE MOTION
 RV0757
 RV0757  HISTORY     - Date     Condition        Report By
 RV0757  HISTORY     - 1934     MONUMENTED       CGS
 RV0757  HISTORY     - 1961     GOOD             CGS
 RV0757
 RV0757                          STATION DESCRIPTION
 RV0757
 RV0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0757'STATION IS ABOUT 9 MILES, AIRLINE, EAST-NORTHEAST OF HARLOWTON,
 RV0757'MONTANA, ON A LOW ROLLING RIDGE, ABOUT 120 FEET SOUTH OF THE
 RV0757'MAIN ROAD, ABOUT 75 FEET SOUTH OF THE FENCE LINE, ABOUT 3/4
 RV0757'MILE NORTH OF A GROUP OF OLD BUILDINGS WITH A WINDMILL.
 RV0757'
 RV0757'TO REACH FROM HARLOWTON, TAKE THE LEWISTOWN ROAD AND GO 1.9
 RV0757'MILES TO TELEPHONE LINE AND ROAD LEADING TO THE RIGHT (EAST).
 RV0757'(SIGN HERE READS HEDGES).  TAKE THIS ROAD TO THE RIGHT AND GO
 RV0757'6.9 MILES TO WHITE HOUSE WITH WINDMILL.  FROM HERE GO 1.5 MILES
 RV0757'TO THE SUMMIT OF HILL WHERE OLD ROAD COMES IN AND TURN RIGHT.
 RV0757'GO 0.1 MILE TO STATION.
 RV0757'
 RV0757'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RV0757'DISKS.
 RV0757
 RV0757                          STATION RECOVERY (1961)
 RV0757
 RV0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 RV0757'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 RV0757'TO BE IN GOOD CONDITION.  A DIFFERENCE IN THE DISTANCE TO R.M.
 RV0757'2 WAS FOUND.
 RV0757'
 RV0757'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE MARK IS A
 RV0757'STANDARD DISK STAMPED COOK 1934 1961, SET IN THE TOP OF A 12
 RV0757'INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  THE MARK IS 31
 RV0757'FEET NORTH OF THE CENTER OF A TRACK ROAD, 4.9 FEET NORTHEAST
 RV0757'OF A TELEPHONE POLE, 1.9 FEET SOUTHEAST OF A WITNESS POST AND
 RV0757'1 FOOT SOUTH OF A FENCE.
 RV0757'
 RV0757'A NEW TO REACH FOLLOWS--
 RV0757'
 RV0757'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 RV0757'STATE ROUTE 19 WHICH IS ABOUT 1 MILE EAST OF HARLOWTON, GO
 RV0757'NORTH ON STATE ROUTE 19 FOR 2.4 MILES TO A CROSSROADS AND A WIRE
 RV0757'GATE ON THE RIGHT, TURN RIGHT, PASSING THROUGH GATE, AND GO
 RV0757'EAST ON TRACK ROAD FOR 4.5 MILES TO OLD RANCH BUILDINGS ON THE
 RV0757'RIGHT AND THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 1.3
 RV0757'MILES TO A WIRE GATE ON THE RIGHT, PASS THROUGH GATE AND
 RV0757'CONTINUE ON TRACK ROAD FOR 0.05 MILE TO THE STATION.
 RV0757'
 RV0757'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 108.49 FEET OR 33.067
 RV0757'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0543 ***********************************************************************
 QY0543  DESIGNATION -  COON
 QY0543  PID         -  QY0543
 QY0543  STATE/COUNTY-  MT/BEAVERHEAD
 QY0543  USGS QUAD   -  TWIN ADAMS MOUNTAIN (1988)
 QY0543
 QY0543                         *CURRENT SURVEY CONTROL
 QY0543  ___________________________________________________________________
 QY0543* NAD 83(1992)-  45 25 59.43049(N)    112 51 52.29807(W)     ADJUSTED  
 QY0543* NAVD 88     -      2126.5    (meters)    6977.     (feet)  VERTCON   
 QY0543  ___________________________________________________________________
 QY0543  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 QY0543  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 QY0543
 QY0543  HORZ ORDER  -  THIRD
 QY0543
 QY0543.The horizontal coordinates were established by classical geodetic methods
 QY0543.and adjusted by the National Geodetic Survey in July 1992..
 QY0543
 QY0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0543
 QY0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0543
 QY0543.The geoid height was determined by GEOID03.
 QY0543
 QY0543;                    North         East     Units Scale Factor Converg.
 QY0543;SPC MT       -   137,152.304   336,866.298   MT  0.99976761   -2 27 40.2
 QY0543;SPC MT       -   449,974.75  1,105,204.39   iFT  0.99976761   -2 27 40.2
 QY0543;UTM  12      - 5,032,763.397   354,158.586   MT  0.99986151   -1 19 42.9
 QY0543
 QY0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0543!SPC MT       -   0.99966853  x   0.99976761  =   0.99943622
 QY0543!UTM  12      -   0.99966853  x   0.99986151  =   0.99953009
 QY0543
 QY0543:                Primary Azimuth Mark                     Grid Az
 QY0543:SPC MT       -  SUGARLOAF                                025 55 33.3
 QY0543:UTM  12      -  SUGARLOAF                                024 47 36.0
 QY0543
 QY0543|---------------------------------------------------------------------|
 QY0543| PID    Reference Object                     Distance      Geod. Az  |
 QY0543|                                                           dddmmss.s |
 QY0543| QY0567 SUGARLOAF                           APPROX. 9.2 KM 0232753.1 |
 QY0543|---------------------------------------------------------------------|
 QY0543
 QY0543                          SUPERSEDED SURVEY CONTROL
 QY0543
 QY0543  NAD 83(1986)-  45 25 59.43028(N)    112 51 52.29640(W) AD(       ) 3
 QY0543  NAD 27      -  45 25 59.69575(N)    112 51 49.18591(W) AD(       ) 3
 QY0543  NGVD 29 (07/19/86) 2125.1    (m)         6972.     (f) VERT ANG       
 QY0543
 QY0543.Superseded values are not recommended for survey control.
 QY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0543.See file dsdata.txt to determine how the superseded data were derived.
 QY0543
 QY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5415932763(NAD 83)
 QY0543_MARKER: DD = SURVEY DISK
 QY0543_SETTING: 66 = SET IN ROCK OUTCROP
 QY0543_SP_SET: SET IN BEDROCK
 QY0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0543+STABILITY: POSITION/ELEVATION WELL
 QY0543
 QY0543  HISTORY     - Date     Condition        Report By
 QY0543  HISTORY     - 1950     MONUMENTED       USGS
 QY0543
 QY0543                          STATION DESCRIPTION
 QY0543
 QY0543'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0543'THE STATION IS LOCATED IN BEAVERHEAD COUNTY, MONTANA, IN SEC. 5,
 QY0543'T 5 S, R 10 W.
 QY0543'
 QY0543'TO REACH FROM THE POST OFFICE AT DILLON, PROCEED N. ONE BLOCK, THENCE
 QY0543'LEFT (W.) ONE BLOCK, THENCE RIGHT (N.) ALONG U.S. HIGHWAY 91 FOR 11.3
 QY0543'MI. TO SIGN --BIRCH, THIEF AND WILLOW CREEK--.  THENCE LEFT (W.) ON
 QY0543'BIRCH CREEK ROAD.  MOTOR FOR 11.3 MI. TO FORK AT SIGN --BIRCH CREEK
 QY0543'ROAD, THIEF CREEK ROAD--.  THENCE RIGHT ON BIRCH CREEK ROAD 1.2 MI.
 QY0543'TO FORK AT SIGN --WILLOW CREEK ROAD, BIRCH CREEK ROAD DINNER STATION
 QY0543'CAMP--.  THENCE RIGHT (NW.) ON WILLOW CREEK ROAD 0.4 MI.  STATION LIES
 QY0543'TO LEFT (W.) OF RD. ABOUT 0.2 MI. ON LOW BARE RIDGE RUNNING NW. AND 3
 QY0543'FT. N. OF LARGE BOULDER AT N. END OF RIDGE.
 QY0543'
 QY0543'STATION MARK--STANDARD USGS TABLET SET IN BEDROCK AND STAMPED
 QY0543'---W-COON 1950 V.A. 6972---.
 QY0543'
 QY0543'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0496 ***********************************************************************
 TK0496  DESIGNATION -  CORNER
 TK0496  PID         -  TK0496
 TK0496  STATE/COUNTY-  MT/HILL
 TK0496  USGS QUAD   -  LAREDO (1970)
 TK0496
 TK0496                         *CURRENT SURVEY CONTROL
 TK0496  ___________________________________________________________________
 TK0496* NAD 83(1992)-  48 28 47.83468(N)    109 59 51.95116(W)     ADJUSTED  
 TK0496* NAVD 88     -       851.1    (meters)    2792.     (feet)  VERTCON   
 TK0496  ___________________________________________________________________
 TK0496  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 TK0496  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TK0496
 TK0496  HORZ ORDER  -  THIRD
 TK0496
 TK0496.The horizontal coordinates were established by classical geodetic methods
 TK0496.and adjusted by the National Geodetic Survey in July 1992..
 TK0496
 TK0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0496
 TK0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0496
 TK0496.The geoid height was determined by GEOID03.
 TK0496
 TK0496;                    North         East     Units Scale Factor Converg.
 TK0496;SPC MT       -   470,161.340   563,210.480   MT  0.99972252   -0 21 50.8
 TK0496;SPC MT       - 1,542,524.08  1,847,803.41   iFT  0.99972252   -0 21 50.8
 TK0496;UTM  12      - 5,370,132.405   574,065.746   MT  0.99966740   +0 45 01.6
 TK0496
 TK0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0496!SPC MT       -   0.99986913  x   0.99972252  =   0.99959169
 TK0496!UTM  12      -   0.99986913  x   0.99966740  =   0.99953658
 TK0496
 TK0496:                Primary Azimuth Mark                     Grid Az
 TK0496:SPC MT       -  SQUARE BUTTE                             162 24 42.6
 TK0496:UTM  12      -  SQUARE BUTTE                             161 17 50.2
 TK0496
 TK0496|---------------------------------------------------------------------|
 TK0496| PID    Reference Object                     Distance      Geod. Az  |
 TK0496|                                                           dddmmss.s |
 TK0496| TK0495 SQUARE BUTTE                        APPROX.17.6 KM 1620251.8 |
 TK0496|---------------------------------------------------------------------|
 TK0496
 TK0496                          SUPERSEDED SURVEY CONTROL
 TK0496
 TK0496  NAD 83(1986)-  48 28 47.83477(N)    109 59 51.93819(W) AD(       ) 3
 TK0496  NAD 27      -  48 28 47.86020(N)    109 59 49.13662(W) AD(       ) 3
 TK0496  NGVD 29 (07/19/86)  850.2    (m)         2789.     (f) VERT ANG       
 TK0496
 TK0496.Superseded values are not recommended for survey control.
 TK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0496.See file dsdata.txt to determine how the superseded data were derived.
 TK0496
 TK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU7406670132(NAD 83)
 TK0496
 TK0496  HISTORY     - Date     Condition        Report By
 TK0496  HISTORY     - 1957     MONUMENTED       USGS
 TK0496  HISTORY     - 1959     GOOD             USGS
 TK0496
 TK0496                          STATION DESCRIPTION
 TK0496
 TK0496'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TK0496'STATION IS LOCATED ABOUT 12 MI. DUE N. OF BOX ELDER AT THE NE. CORNER
 TK0496'OF SEC.35 T.32 N., R. 13 E.,
 TK0496'
 TK0496'TO REACH FROM BOX ELDER, GO NE. ON HIGHWAY 87 FOR 1 MI., THEN LEFT ON
 TK0496'GRADED DIRT RD. 11 MI. TO CROSS RD. WHICH IS THE NE. CORNER OF SEC.35
 TK0496'STATION LIES SW. OF CROSS ROADS 49 FT., UNDER TELEPHONE LINE.
 TK0496'
 TK0496'RECOVERED.
 TK0496'
 TK0496'STATION MARK - STANDARD USGS TABLET STAMPED ---CORNER, 1957 VABM
 TK0496'2790--- CEMENTED IN BURIED BOULDER FLUSH WITH THE GROUND.
 TK0496'
 TK0496'REFERENCE MARK - STANDARD BLM REFERENCE TABLET STAMPED ---52 RM 1945
 TK0496'37 --- ON IRON PIPE 16.1 FT. FROM STATION, S 01 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0975 ***********************************************************************
 TM0975  DESIGNATION -  CORNER
 TM0975  PID         -  TM0975
 TM0975  STATE/COUNTY-  MT/GLACIER
 TM0975  USGS QUAD   -  HEADLIGHT BUTTE NE (1968)
 TM0975
 TM0975                         *CURRENT SURVEY CONTROL
 TM0975  ___________________________________________________________________
 TM0975* NAD 83(1992)-  48 58 05.18523(N)    112 17 36.20736(W)     ADJUSTED  
 TM0975* NAVD 88     -      1269.     (meters)    4163.     (feet)  SCALED    
 TM0975  ___________________________________________________________________
 TM0975  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 TM0975  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 TM0975
 TM0975  HORZ ORDER  -  THIRD
 TM0975
 TM0975.The horizontal coordinates were established by classical geodetic methods
 TM0975.and adjusted by the National Geodetic Survey in July 1992..
 TM0975
 TM0975.The orthometric height was scaled from a topographic map.
 TM0975
 TM0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0975
 TM0975.The geoid height was determined by GEOID03.
 TM0975
 TM0975;                    North         East     Units Scale Factor Converg.
 TM0975;SPC MT       -   527,967.437   395,519.438   MT  0.99998053   -2 02 36.2
 TM0975;SPC MT       - 1,732,176.63  1,297,635.95   iFT  0.99998053   -2 02 36.2
 TM0975;UTM  12      - 5,424,716.432   405,338.835   MT  0.99971008   -0 58 32.6
 TM0975
 TM0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0975!SPC MT       -   0.99980347  x   0.99998053  =   0.99978401
 TM0975!UTM  12      -   0.99980347  x   0.99971008  =   0.99951361
 TM0975
 TM0975:                Primary Azimuth Mark                     Grid Az
 TM0975:SPC MT       -  CLEAR                                    283 09 23.4
 TM0975:UTM  12      -  CLEAR                                    282 05 19.8
 TM0975
 TM0975|---------------------------------------------------------------------|
 TM0975| PID    Reference Object                     Distance      Geod. Az  |
 TM0975|                                                           dddmmss.s |
 TM0975| TM0973 CLEAR                               APPROX. 4.2 KM 2810647.2 |
 TM0975|---------------------------------------------------------------------|
 TM0975
 TM0975                          SUPERSEDED SURVEY CONTROL
 TM0975
 TM0975  NAD 83(1986)-  48 58 05.19116(N)    112 17 36.20552(W) AD(       ) 3
 TM0975
 TM0975.Superseded values are not recommended for survey control.
 TM0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0975.See file dsdata.txt to determine how the superseded data were derived.
 TM0975
 TM0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0533924716(NAD 83)
 TM0975_MARKER: H = DRILL HOLE
 TM0975_SETTING: 80 = SET IN A BOULDER
 TM0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0975+STABILITY: SURFACE MOTION
 TM0975
 TM0975  HISTORY     - Date     Condition        Report By
 TM0975  HISTORY     - 1910     MONUMENTED       IBC
 TM0975
 TM0975                          STATION DESCRIPTION
 TM0975
 TM0975'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TM0975'ABOUT 2 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 323, IN NW 1/4
 TM0975'SECTION 17, TOWNSHIP 37 N, RANGE 5 W, PRINCIPAL MERIDIAN, ON A
 TM0975'PROMINENT POINT SHOWING AS PART OF A RIDGE VIEWED FROM THE NORTH.
 TM0975'
 TM0975'STATION MARK--A STONE PILE OVER A DRILL HOLE IN A SANDSTONE BOULDER
 TM0975'FLUSH WITH THE GROUND, 8.3 METERS WEST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1101 ***********************************************************************
 SU1101  DESIGNATION -  CORNER ET
 SU1101  PID         -  SU1101
 SU1101  STATE/COUNTY-  MT/SANDERS
 SU1101  USGS QUAD   -  CAMAS PRAIRIE (1984)
 SU1101
 SU1101                         *CURRENT SURVEY CONTROL
 SU1101  ___________________________________________________________________
 SU1101* NAD 83(1992)-  47 29 38.67039(N)    114 30 31.48382(W)     ADJUSTED  
 SU1101* NAVD 88     -      1623.2    (meters)    5325.     (feet)  VERTCON   
 SU1101  ___________________________________________________________________
 SU1101  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 SU1101  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 SU1101
 SU1101  HORZ ORDER  -  THIRD
 SU1101
 SU1101.The horizontal coordinates were established by classical geodetic methods
 SU1101.and adjusted by the National Geodetic Survey in July 1992..
 SU1101
 SU1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1101
 SU1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1101
 SU1101.The geoid height was determined by GEOID03.
 SU1101
 SU1101;                    North         East     Units Scale Factor Converg.
 SU1101;SPC MT       -   372,530.286   223,053.736   MT  0.99942791   -3 39 50.1
 SU1101;SPC MT       - 1,222,212.22    731,803.60   iFT  0.99942791   -3 39 50.1
 SU1101;UTM  11      - 5,263,079.517   687,640.953   MT  1.00003270   +1 50 13.6
 SU1101
 SU1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1101!SPC MT       -   0.99974807  x   0.99942791  =   0.99917612
 SU1101!UTM  11      -   0.99974807  x   1.00003270  =   0.99978076
 SU1101
 SU1101                          SUPERSEDED SURVEY CONTROL
 SU1101
 SU1101  NAD 83(1986)-  47 29 38.68088(N)    114 30 31.47309(W) AD(       ) 3
 SU1101  NGVD 29 (03/27/92) 1622.1    (m)         5322.     (f) VERT ANG       
 SU1101
 SU1101.Superseded values are not recommended for survey control.
 SU1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1101.See file dsdata.txt to determine how the superseded data were derived.
 SU1101
 SU1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN8764163080(NAD 83)
 SU1101_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU1101_SETTING: 66 = SET IN ROCK OUTCROP
 SU1101_SP_SET: SET IN ROCK OUTCROP
 SU1101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1101+STABILITY: POSITION/ELEVATION WELL
 SU1101
 SU1101  HISTORY     - Date     Condition        Report By
 SU1101  HISTORY     - 1956     MONUMENTED       USGS
 SU1101  HISTORY     - 1964     GOOD             USGS
 SU1101
 SU1101                          STATION DESCRIPTION
 SU1101
 SU1101'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1101'STATION LOCATED ABOUT 3 MI. AIRLINE E. AND 9 MI. AIRLINE N.
 SU1101'OF THE TOWN OF PERMA, MONTANA, 8 MI. S. AND 8 MI. E. OF HOT
 SU1101'SPRINGS AND ON THE HIGHEST POINT OF A RIDGE RUNNING SW.
 SU1101'REACHED BY HELICOPTER.
 SU1101'
 SU1101'STATION MARK - - STANDARD TABLET, CEMENTED IN OUTCROPPING ROCK,
 SU1101'AND STAMPED--- CORNER, 1956 ET 1964 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0296 ***********************************************************************
 QV0296  DESIGNATION -  CORNWELL
 QV0296  PID         -  QV0296
 QV0296  STATE/COUNTY-  MT/ROSEBUD
 QV0296  USGS QUAD   -  JOHN HEN CREEK (1971)
 QV0296
 QV0296                         *CURRENT SURVEY CONTROL
 QV0296  ___________________________________________________________________
 QV0296* NAD 83(1992)-  45 56 29.11814(N)    106 18 15.49005(W)     ADJUSTED  
 QV0296* NAVD 88     -      1010.7    (meters)    3316.     (feet)  VERTCON   
 QV0296  ___________________________________________________________________
 QV0296  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 QV0296  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 QV0296
 QV0296  HORZ ORDER  -  SECOND
 QV0296
 QV0296.The horizontal coordinates were established by classical geodetic methods
 QV0296.and adjusted by the National Geodetic Survey in July 1992..
 QV0296
 QV0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0296
 QV0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0296
 QV0296.The geoid height was determined by GEOID03.
 QV0296
 QV0296;                    North         East     Units Scale Factor Converg.
 QV0296;SPC MT       -   193,022.330   847,633.992   MT  0.99956563   +2 20 15.6
 QV0296;SPC MT       -   633,275.36  2,780,951.42   iFT  0.99956563   +2 20 15.6
 QV0296;UTM  13      - 5,088,366.112   398,898.566   MT  0.99972566   -0 56 14.6
 QV0296
 QV0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0296!SPC MT       -   0.99984402  x   0.99956563  =   0.99940972
 QV0296!UTM  13      -   0.99984402  x   0.99972566  =   0.99956973
 QV0296
 QV0296|---------------------------------------------------------------------|
 QV0296| PID    Reference Object                     Distance      Geod. Az  |
 QV0296|                                                           dddmmss.s |
 QV0296| CQ5339 CORNWELL RM 1                        12.725 METERS 01401     |
 QV0296| QV0295 MARTIN                              APPROX. 6.2 KM 0421237.3 |
 QV0296| CQ5340 CORNWELL RM 2                        10.965 METERS 30233     |
 QV0296|---------------------------------------------------------------------|
 QV0296
 QV0296                          SUPERSEDED SURVEY CONTROL
 QV0296
 QV0296  NAD 83(1986)-  45 56 29.09980(N)    106 18 15.46892(W) AD(       ) 2
 QV0296  NAD 27      -  45 56 29.10287(N)    106 18 13.42936(W) AD(       ) 2
 QV0296  NGVD 29 (07/19/86) 1010.0    (m)         3314.     (f) VERT ANG       
 QV0296
 QV0296.Superseded values are not recommended for survey control.
 QV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0296.See file dsdata.txt to determine how the superseded data were derived.
 QV0296
 QV0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL9889988366(NAD 83)
 QV0296_MARKER: DD = SURVEY DISK
 QV0296_SETTING: 0 = UNSPECIFIED SETTING
 QV0296
 QV0296  HISTORY     - Date     Condition        Report By
 QV0296  HISTORY     - 1971     MONUMENTED       USGS
 QV0296
 QV0296                          STATION DESCRIPTION
 QV0296
 QV0296'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DH)
 QV0296'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO INTERVENING
 QV0296'ROCKS.
 QV0296'
 QV0296'THE STATION IS LOCATED SOUTH 21 DEGREES EAST, ABOUT 24 MILES FROM
 QV0296'THE INTERSECTION OF I-94 AND STATE ROAD 447 ON A SHARP TOPPED HILL
 QV0296'ON LAND OWNED BY THE CORNWELL RANCH IN SECTION 7, TOWNSHIP 2
 QV0296'NORTH, RANGE 44 EAST.  THE HILL IS KNOWN LOCALLY AS GOBBLERS KNOB.
 QV0296'
 QV0296'TO REACH FROM THE INTERSECTION OF I-94 AND STATE ROAD 447, GO
 QV0296'SOUTH ON STATE ROAD 447 FOR 20 MILES TO A DIRT ROAD LEFT, GO EAST
 QV0296'ON THE GRADED DIRT ROAD FOR 6.3 MILES TO A TRACK ROAD RIGHT.  GO
 QV0296'EAST ON TRACK ROAD FOR 1.5 MILES TO A REVERSE Y-ROAD, GO RIGHT
 QV0296'(SOUTH) FOR 2.0 MILES TO ANOTHER Y-ROAD.  TAKE THE RIGHT FORK AND
 QV0296'GO 1.2 MILES WEST TO A Y-ROAD.  GO RIGHT (WEST) 1.4 MILES TO
 QV0296'ANOTHER Y-ROAD, TAKE LEFT FORK (SOUTHWEST) 0.5 MILES TO A
 QV0296'CROSSROAD.  GO STRAIGHT AHEAD 0.2 MILES TO THE END OF TRUCK
 QV0296'TRAVEL.  LEAVE THE ROAD AND PACK ABOUT 300 FEET NORTHWEST UP
 QV0296'A STEEP HILL TO THE TOP AND STATION SITE.  THE STATION IS 18
 QV0296'FEET NORTH OF A 2-FOOT ROCK CAIRN.
 QV0296'
 QV0296'THE STATION MARK IS A USGS BRASS TABLET SOLDERED TO A COPPER
 QV0296'COATED STEEL ROD DRIVEN 2.2 FEET TO REFUSAL AND CENTERED IN A
 QV0296'GRAVEL FILLED PLASTIC TILE 6 INCHES IN DIAMETER, 12 INCHES LONG,
 QV0296'SET FLUSH WITH THE GROUND AND STAMPED CORNWELL ET 1971.
 QV0296'
 QV0296'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CEMENTED IN A DRILL
 QV0296'HOLE IN BEDROCK FLUSH WITH THE SURFACE AND STAMPED CORNWELL ET 1971
 QV0296'RM 1.
 QV0296'
 QV0296'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CEMENTED IN A DRILL
 QV0296'HOLE IN BEDROCK FLUSH WITH THE SURFACE AND STAMPED CORNWELL ET 1971
 QV0296'RM 2.
 QV0296'
 QV0296'STATION MARTIN USC AND GS 1934 IS VISIBLE FROM THE GROUND AT THIS
 QV0296'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 QV0296'
 QV0296'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DI0232 ***********************************************************************
 DI0232  DESIGNATION -  CORPS II GIANT SPRINGS
 DI0232  PID         -  DI0232
 DI0232  STATE/COUNTY-  MT/CASCADE
 DI0232  USGS QUAD   -  NORTHEAST GREAT FALL (1994)
 DI0232
 DI0232                         *CURRENT SURVEY CONTROL
 DI0232  ___________________________________________________________________
 DI0232* NAD 83(1999)-  47 31 47.99740(N)    111 14 07.25843(W)     ADJUSTED  
 DI0232* NAVD 88     -      1010.6    (meters)    3316.     (feet)  GPS OBS   
 DI0232  ___________________________________________________________________
 DI0232  X           -  -1,562,921.309 (meters)                     COMP
 DI0232  Y           -  -4,022,089.748 (meters)                     COMP
 DI0232  Z           -   4,682,485.449 (meters)                     COMP
 DI0232  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DI0232  ELLIP HEIGHT-         996.46  (meters)          (05/22/06) GPS OBS
 DI0232  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 DI0232
 DI0232  HORZ ORDER  -  A
 DI0232  ELLP ORDER  -  THIRD     CLASS I
 DI0232
 DI0232.The horizontal coordinates were established by GPS observations
 DI0232.and adjusted by the National Geodetic Survey in May 2006..
 DI0232.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DI0232.DATUM ITEM on the data sheet items page.
 DI0232
 DI0232.The orthometric height was determined by GPS observations and a
 DI0232.high-resolution geoid model.
 DI0232
 DI0232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0232
 DI0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0232
 DI0232.The ellipsoidal height was determined by GPS observations
 DI0232.and is referenced to NAD 83.
 DI0232
 DI0232.The geoid height was determined by GEOID03.
 DI0232
 DI0232;                    North         East     Units Scale Factor Converg.
 DI0232;SPC MT       -   365,912.289   469,411.796   MT  0.99943339   -1 16 09.9
 DI0232;SPC MT       - 1,200,499.64  1,540,064.95   iFT  0.99943339   -1 16 09.9
 DI0232;UTM  12      - 5,264,090.582   482,285.121   MT  0.99960386   -0 10 25.0
 DI0232
 DI0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0232!SPC MT       -   0.99984384  x   0.99943339  =   0.99927732
 DI0232!UTM  12      -   0.99984384  x   0.99960386  =   0.99944776
 DI0232
 DI0232                          SUPERSEDED SURVEY CONTROL
 DI0232
 DI0232.No superseded survey control is available for this station.
 DI0232
 DI0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8228564091(NAD 83)
 DI0232_MARKER: DD = SURVEY DISK
 DI0232_SETTING: 80 = SET IN A BOULDER
 DI0232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0232+STABILITY: SURFACE MOTION
 DI0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0232+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 DI0232
 DI0232  HISTORY     - Date     Condition        Report By
 DI0232  HISTORY     - 20041023 MONUMENTED       PROFLN
 DI0232
 DI0232                          STATION DESCRIPTION
 DI0232
 DI0232'DESCRIBED BY PROFESSIONAL LAND SURVEYOR 2004
 DI0232'THE STATION IS LOCATED IN THE NORTHEAST SIDE OF GREAT FALLS, ON THE
 DI0232'SOUTHEAST EDGE OF THE MISSOURI RIVER, JUST SOUTHWEST OF GIANT SPRINGS
 DI0232'STATE PARK, ON THE NORTHEAST SIDE OF THE LEWIS AND CLARK NATIONAL
 DI0232'HISTORIC TRAIL INTERPRETIVE CENTER, ON THE SOUTH-SOUTHWEST SIDE OF THE
 DI0232'AMPHITHEATRE, AND IN THE SOUTHEAST END OF THE NATURAL PLANTED OVAL IN
 DI0232'THE CENTER OF THE CONCRETE PAVED RIVER OVERLOOK.  OWNERSHIP--U.S.
 DI0232'FOREST SERVICE.
 DI0232' 
 DI0232'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 87 (15TH STREET N) AND
 DI0232'HIGHWAY 87 BYPASS (RIVER DRIVE N) AT THE SOUTH END OF THE HIGHWAY
 DI0232'BRIDGE OVER THE MISSOURI RIVER, GO EAST ON RIVER DRIVE NORTH ALONG THE
 DI0232'SOUTHEAST SIDE OF THE MISSOURI RIVER, FOR 1.9 MI (3.06 KM) TO THE
 DI0232'JUNCTION OF GIANT SPRINGS DRIVE ON THE LEFT.  TURN LEFT, NORTHEAST, ON
 DI0232'GIANT SPRINGS DRIVE FOR 0.8 MI (1.29 KM) TO THE ENTRANCE TO THE LEWIS
 DI0232'AND CLARK NATIONAL HISTORIC TRAIL INTERPRETIVE CENTER ON THE LEFT.
 DI0232'TURN LEFT, WEST, ON THE PARKING LOT ENTRANCE DRIVE FOR 0.1 MI (0.16
 DI0232'KM) TO THE CONCRETE TRAIL ON THE NORTHEAST SIDE OF THE INTERPRETIVE
 DI0232'CENTER ON THE RIGHT.  WALK ALONG THE MAIN CONCRETE TRAIL FOR 75 M (246
 DI0232'FT) TO THE RIVER OVERLOOK AND THE STATION.
 DI0232' 
 DI0232'THE STATION IS A 12 INCH (30 CM) BRASS LEWIS AND CLARK CORPS OF
 DI0232'DICOVERY II COMMEMORATIVE DISK CEMENTED INTO THE TOP SOUTHEAST END OF
 DI0232'A 3 FT (0.9 M) X 4.5 FT (1.4 M) X 1 FT (0.3 M) TALL DARK GREY
 DI0232'SCHONKINITE BOULDER CEMENTED INTO A 4 FT (1.2 M) X 5 FT (1.5 M) X 2 FT
 DI0232'(0.6 M) DEEP CONCRETE FOUNDATION.  IT IS 34.0 FT (10.4 M)
 DI0232'EAST-SOUTHEAST OF THE WESTERN END OF THE OVERLOOK AT CLIFF'S EDGE.
 DI0232'THERE IS A MONTANA ASSOCIATION OF REGISTERED LAND SURVEYORS ENGRAVED
 DI0232'EMBLEM IN THE SOUTHWEST SLOPING FACE OF THE BOULDER NEXT TO AND BELOW
 DI0232'THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DI0389 ***********************************************************************
 DI0389  DESIGNATION -  CORPS II MILK RIVER
 DI0389  PID         -  DI0389
 DI0389  STATE/COUNTY-  MT/MCCONE
 DI0389  USGS QUAD   -  MILK RIVER HILLS (1972)
 DI0389
 DI0389                         *CURRENT SURVEY CONTROL
 DI0389  ___________________________________________________________________
 DI0389* NAD 83(1999)-  48 01 44.31818(N)    106 19 09.96110(W)     ADJUSTED  
 DI0389* NAVD 88     -       802.2    (meters)    2632.     (feet)  GPS OBS   
 DI0389  ___________________________________________________________________
 DI0389  X           -  -1,200,918.119 (meters)                     COMP
 DI0389  Y           -  -4,101,654.814 (meters)                     COMP
 DI0389  Z           -   4,719,615.476 (meters)                     COMP
 DI0389  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DI0389  ELLIP HEIGHT-         785.24  (meters)          (06/12/06) GPS OBS
 DI0389  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 DI0389
 DI0389  HORZ ORDER  -  A
 DI0389  ELLP ORDER  -  FOURTH    CLASS I
 DI0389
 DI0389.The horizontal coordinates were established by GPS observations
 DI0389.and adjusted by the National Geodetic Survey in June 2006..
 DI0389.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DI0389.DATUM ITEM on the data sheet items page.
 DI0389
 DI0389.The orthometric height was determined by GPS observations and a
 DI0389.high-resolution geoid model.
 DI0389
 DI0389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0389
 DI0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0389
 DI0389.The ellipsoidal height was determined by GPS observations
 DI0389.and is referenced to NAD 83.
 DI0389
 DI0389.The geoid height was determined by GEOID03.
 DI0389
 DI0389;                    North         East     Units Scale Factor Converg.
 DI0389;SPC MT       -   424,729.949   837,046.135   MT  0.99955042   +2 19 35.8
 DI0389;SPC MT       - 1,393,470.96  2,746,214.35   iFT  0.99955042   +2 19 35.8
 DI0389;UTM  13      - 5,320,363.098   401,632.220   MT  0.99971890   -0 58 51.8
 DI0389
 DI0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0389!SPC MT       -   0.99987694  x   0.99955042  =   0.99942742
 DI0389!UTM  13      -   0.99987694  x   0.99971890  =   0.99959588
 DI0389
 DI0389                          SUPERSEDED SURVEY CONTROL
 DI0389
 DI0389.No superseded survey control is available for this station.
 DI0389
 DI0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP0163220363(NAD 83)
 DI0389_MARKER: DD = SURVEY DISK
 DI0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0389_PROJECTION: FLUSH
 DI0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0389+STABILITY: SURFACE MOTION
 DI0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0389+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 DI0389
 DI0389  HISTORY     - Date     Condition        Report By
 DI0389  HISTORY     - 20050501 MONUMENTED       NGS
 DI0389  HISTORY     - 20060909 GOOD             GEOCAC
 DI0389
 DI0389                          STATION DESCRIPTION
 DI0389
 DI0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DI0389'THE STATION IS LOCATED ABOUT 30.0 MI (48.28 KM) WEST-SOUTHWEST OF WOLF
 DI0389'POINT, 20.0 MI (32.19 KM) SOUTHEAST OF GLASGOW, 8.0 MI (12.87 KM) EAST
 DI0389'OF FORT PECK, JUST WEST OF THE HIGHEST RIDGE IN THE AREA LOCALLY KNOWN
 DI0389'AS TOWER HILL, AND ON TOP OF A RIDGE AT THE MILK RIVER OBSERVATION
 DI0389'POINT.  OWNERSHIP--U.S. ARMY CORPS OF ENGINEERS.
 DI0389' 
 DI0389'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 24 AND THE
 DI0389'EAST END OF THE FORT PECK DAM, GO EASTERLY ON HIGHWAY 24 FOR 2.6 MI
 DI0389'(4.18 KM) TO THE EAST END OF THE SPILLWAY FOR THE FORT PECK RESEVOIR.
 DI0389'CONTINUE AHEAD, EASTERLY, ON HIGHWAY 24 FOR 0.4 MI (0.64 KM) TO
 DI0389'JUNTION OF TOWER HILL ROAD LEADING TO THE MILK RIVER OVERLOOK ON THE
 DI0389'LEFT.  TURN LEFT, NORTHEAST, ON TOWER HILL ROAD FOR 1.75 MI (2.82 KM)
 DI0389'TO A Y-JUNCTION.  BEAR LEFT, NORTHEAST, ON THE GRAVEL ROAD FOR 0.2 MI
 DI0389'(0.32 KM) TO THE GRAVEL PARKING AREA FOR THE MILK RIVER OBSERVATION
 DI0389'POINT.  PARK AND PROCEED NORTHERLY ON THE FOOT PATH FOR ABOUT 100 M
 DI0389'(328 FT) TO THE TOP OF THE RIDGE AND THE STATION LOCATED HALF-WAY
 DI0389'BETWEEN THE EASTERLY OF THREE HISTORICAL INFORMATION SIGNS.
 DI0389' 
 DI0389'THE STATION IS A BRONZE LEWIS AND CLARK CORPS OF DISCOVERY II SURVEY
 DI0389'DISK SET IN TOP OF A 35 CM (14 INCH) ROUND CONCRETE MONUMENT EMBEDDED
 DI0389'WITH NATIVE STONE SURROUNDING DISK AND FLUSH WITH THE GROUND.  THERE
 DI0389'IS NO ADDITIONAL STAMPING ON THE DISK.  IT IS 10.3 FT (3.1 M)
 DI0389'NORTH-NORTHEAST OF THE WESTERN LEG OF THE PARK BENCH, 10.0 FT (3.0 M)
 DI0389'SOUTH OF THE NORTH EDGE OF THE RIDGE, 7.1 FT (2.2 M) WEST OF THE
 DI0389'WESTERN SUPPORT FOR THE EASTERNMOST INFORMATION SIGN, AND 6.9 FT (2.1
 DI0389'M) EAST OF THE EASTERN SUPPORT FOR THE MIDDLE INFORMATION SIGN.
 DI0389
 DI0389                          STATION RECOVERY (2006)
 DI0389
 DI0389'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DI0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DI0233 ***********************************************************************
 DI0233  DESIGNATION -  CORPS II PORTAGE
 DI0233  PID         -  DI0233
 DI0233  STATE/COUNTY-  MT/CASCADE
 DI0233  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 DI0233
 DI0233                         *CURRENT SURVEY CONTROL
 DI0233  ___________________________________________________________________
 DI0233* NAD 83(1999)-  47 29 42.53987(N)    111 13 54.76261(W)     ADJUSTED  
 DI0233* NAVD 88     -      1078.2    (meters)    3537.     (feet)  GPS OBS   
 DI0233  ___________________________________________________________________
 DI0233  X           -  -1,563,729.074 (meters)                     COMP
 DI0233  Y           -  -4,024,890.711 (meters)                     COMP
 DI0233  Z           -   4,679,917.907 (meters)                     COMP
 DI0233  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DI0233  ELLIP HEIGHT-        1064.10  (meters)          (05/22/06) GPS OBS
 DI0233  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 DI0233
 DI0233  HORZ ORDER  -  A
 DI0233  ELLP ORDER  -  THIRD     CLASS I
 DI0233
 DI0233.The horizontal coordinates were established by GPS observations
 DI0233.and adjusted by the National Geodetic Survey in May 2006..
 DI0233.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DI0233.DATUM ITEM on the data sheet items page.
 DI0233
 DI0233.The orthometric height was determined by GPS observations and a
 DI0233.high-resolution geoid model.
 DI0233
 DI0233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0233
 DI0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0233
 DI0233.The ellipsoidal height was determined by GPS observations
 DI0233.and is referenced to NAD 83.
 DI0233
 DI0233.The geoid height was determined by GEOID03.
 DI0233
 DI0233;                    North         East     Units Scale Factor Converg.
 DI0233;SPC MT       -   362,035.084   469,587.341   MT  0.99942807   -1 16 00.8
 DI0233;SPC MT       - 1,187,779.15  1,540,640.88   iFT  0.99942807   -1 16 00.8
 DI0233;UTM  12      - 5,260,216.773   482,534.830   MT  0.99960375   -0 10 15.4
 DI0233
 DI0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0233!SPC MT       -   0.99983324  x   0.99942807  =   0.99926141
 DI0233!UTM  12      -   0.99983324  x   0.99960375  =   0.99943706
 DI0233
 DI0233                          SUPERSEDED SURVEY CONTROL
 DI0233
 DI0233.No superseded survey control is available for this station.
 DI0233
 DI0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8253560217(NAD 83)
 DI0233_MARKER: DD = SURVEY DISK
 DI0233_SETTING: 80 = SET IN A BOULDER
 DI0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0233+STABILITY: SURFACE MOTION
 DI0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0233+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DI0233
 DI0233  HISTORY     - Date     Condition        Report By
 DI0233  HISTORY     - 20050510 MONUMENTED       PROFLN
 DI0233
 DI0233                          STATION DESCRIPTION
 DI0233
 DI0233'DESCRIBED BY PROFESSIONAL LAND SURVEYOR 2005
 DI0233'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF GREAT FALLS, JUST WEST
 DI0233'OF THE SOUTHWEST CORNER OF MALMSTROM AIR FORCE BASE, IN CLARA CITY
 DI0233'PARK, NEAR THE BASE OF THE CITY WATER TOWER.  OWNERSHIP--CITY OF GREAT
 DI0233'FALLS.
 DI0233' 
 DI0233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 89
 DI0233'(10TH AVENUE S) AND 87 BYPASS (57TH STREET S) IN SOUTHEAST GREAT
 DI0233'FALLS, GO WEST ON 10TH AVENUE SOUTH FOR 0.8 MI (1.29 KM) TO THE
 DI0233'INTERSECTION OF 43RD STREET SOUTH ON THE LEFT AND DORIS DRIVE ON THE
 DI0233'RIGHT AT A STOP LIGHT.  TURN RIGHT, NORTH, ON DORIS DRIVE FOR 0.05 MI
 DI0233'(0.08 KM) TO THE INTERSECTION OF ELLA AVENUE.  TURN RIGHT, EASTERLY,
 DI0233'ON ELLA AVENUE FOR 85 M (278.9 FT) TO THE STATION ON THE RIGHT JUST
 DI0233'BEFORE REACHING THE WATER TOWER.
 DI0233' 
 DI0233'THE STATION IS A 4 INCH (10 CM) BRONZE LEWIS AND CLARK CORPS OF
 DI0233'DISCOVERY II COMMEMORATIVE DISK SET IN A DRILL HOLE IN TOP OF A 2 FT
 DI0233'(0.6 M) X 3 FT (0.9 M) RECTANGULAR BLOCK OF SANDSTONE PROJECTING 1.3
 DI0233'FT (0.4 M) ABOVE THE GROUND.  IT IS LOCATED 120.0 FT (36.6 M)
 DI0233'SOUTHEAST FROM THE SOUTHEAST CURB FOR ELLA AVENUE, 113.5 FT (34.6 M)
 DI0233'SOUTH-SOUTHWEST OF THE IRON GATE SURROUNDING THE CITY WATER TOWER, AND
 DI0233'26.0 FT (7.9 M) SOUTH FROM THE CENTER OF THE GRAVEL PATH THROUGH THE
 DI0233'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9363 ***********************************************************************
 DH9363  DESIGNATION -  CORPS II TRAVELERS REST
 DH9363  PID         -  DH9363
 DH9363  STATE/COUNTY-  MT/MISSOULA
 DH9363  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 DH9363
 DH9363                         *CURRENT SURVEY CONTROL
 DH9363  ___________________________________________________________________
 DH9363* NAD 83(1999)-  46 45 10.02394(N)    114 05 18.63138(W)     ADJUSTED  
 DH9363* NAVD 88     -       973.3    (meters)    3193.     (feet)  GPS OBS   
 DH9363  ___________________________________________________________________
 DH9363  X           -  -1,787,033.871 (meters)                     COMP
 DH9363  Y           -  -3,997,114.807 (meters)                     COMP
 DH9363  Z           -   4,623,676.653 (meters)                     COMP
 DH9363  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DH9363  ELLIP HEIGHT-         958.58  (meters)          (04/21/06) GPS OBS
 DH9363  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 DH9363
 DH9363  HORZ ORDER  -  A
 DH9363  ELLP ORDER  -  FOURTH    CLASS I
 DH9363
 DH9363.The horizontal coordinates were established by GPS observations
 DH9363.and adjusted by the National Geodetic Survey in April 2006..
 DH9363.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH9363.DATUM ITEM on the data sheet items page.
 DH9363
 DH9363.The orthometric height was determined by GPS observations and a
 DH9363.high-resolution geoid model.
 DH9363
 DH9363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9363
 DH9363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9363
 DH9363.The ellipsoidal height was determined by GPS observations
 DH9363.and is referenced to NAD 83.
 DH9363
 DH9363.The geoid height was determined by GEOID03.
 DH9363
 DH9363;                    North         East     Units Scale Factor Converg.
 DH9363;SPC MT       -   288,371.539   249,819.699   MT  0.99940287   -3 21 23.4
 DH9363;SPC MT       -   946,100.85    819,618.44   iFT  0.99940287   -3 21 23.4
 DH9363;UTM  11      - 5,181,809.490   722,360.945   MT  1.00020777   +2 07 17.8
 DH9363
 DH9363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9363!SPC MT       -   0.99984976  x   0.99940287  =   0.99925272
 DH9363!UTM  11      -   0.99984976  x   1.00020777  =   1.00005750
 DH9363
 DH9363                          SUPERSEDED SURVEY CONTROL
 DH9363
 DH9363.No superseded survey control is available for this station.
 DH9363
 DH9363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM2236181809(NAD 83)
 DH9363_MARKER: DD = SURVEY DISK
 DH9363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9363_PROJECTION: FLUSH
 DH9363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH9363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9363+STABILITY: SURFACE MOTION
 DH9363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9363+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DH9363
 DH9363  HISTORY     - Date     Condition        Report By
 DH9363  HISTORY     - 20040923 MONUMENTED       MSLACO
 DH9363  HISTORY     - 20060913 GOOD             GEOCAC
 DH9363
 DH9363                          STATION DESCRIPTION
 DH9363
 DH9363'DESCRIBED BY MISSOULA COUNTY SURVEYOR 2004
 DH9363'THE STATION IS LOCATED ABOUT 9.5 AIR MI (15.29 KM) SOUTHWEST FROM
 DH9363'MISSOULA, 8.5 MI (13.68 KM) NORTH OF FLORENCE, 0.35 MI (0.56 KM) WEST
 DH9363'OF LOLO, AT THE TRAVELERS REST STATE PARK.  OWNERSHIP - MONTANA
 DH9363'DEPARTMENT OF FISH, WILDLIFE, AND PARKS.
 DH9363' 
 DH9363'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGWAYS 12 AND 93
 DH9363'IN LOLO, TRAVEL WEST ON U.S. HIGHWAY 12 FOR 0.35 MI (0.56 KM) TO THE
 DH9363'ENTRANCE TO THE TRAVELERS REST STATE PARK.  THE ENTRANCE HAS A DOUBLE
 DH9363'GREEN METAL GATE AND IS ABOUT 250 FT (76.2 M) WEST OF GUY'S LOLO CREEK
 DH9363'STEAKHOUSE AND SOUTH OF THE HOLT HERITAGE MUSEUM.  TURN LEFT, SOUTH,
 DH9363'ON THE ACCESS ROAD FOR 0.25 MI (0.4 KM) TO A PARKING AREA WITH A
 DH9363'LANDSCAPED ISLAND WITH HANDICAP PARKING ON THE NORTH SIDE OF THE
 DH9363'ISLAND AND THE STATION.
 DH9363' 
 DH9363'THE STATION IS A BRONZE CORPS OF DISCOVERY II COMMEMORATIVE DISK 6
 DH9363'INCHES (15 CM) IN DIAMETER SET IN TOP OF A CONCRETE MONUMENT 46 CM (18
 DH9363'INCH) IN DIAMETER AT THE TOP WIDENING TO 122 CM (48 INCH) AT ITS BASE
 DH9363'THAT IS 182 CM (72 INCH) DEEP FLUSH WITH THE GROUND.  IT IS LOCATED IN
 DH9363'THE MIDDLE OF THE LANDSCAPED ISLAND IN THE PARKING LOT, 22.3 FT (6.8
 DH9363'M) SOUTHEAST OF THE CENTER OF A SIDWALK RUNNING SOUTHWESTERLY, 9.0 FT
 DH9363'(2.7 M) SOUTHEAST OF THE SOUTHEASTERLY MOST HANDICAP PARKING SIGN, AND
 DH9363'2.9 FT (0.9 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK.
 DH9363
 DH9363                          STATION RECOVERY (2006)
 DH9363
 DH9363'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DH9363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0856 ***********************************************************************
 TM0856  DESIGNATION -  CORRAL
 TM0856  PID         -  TM0856
 TM0856  STATE/COUNTY-  MT/GLACIER
 TM0856  USGS QUAD   -  KIPP LAKE (1968)
 TM0856
 TM0856                         *CURRENT SURVEY CONTROL
 TM0856  ___________________________________________________________________
 TM0856* NAD 83(1992)-  48 35 17.35118(N)    112 46 00.75582(W)     ADJUSTED  
 TM0856* NAVD 88     -      1312.7    (meters)    4307.     (feet)  VERTCON   
 TM0856  ___________________________________________________________________
 TM0856  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 TM0856  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 TM0856
 TM0856  HORZ ORDER  -  SECOND
 TM0856
 TM0856.The horizontal coordinates were established by classical geodetic methods
 TM0856.and adjusted by the National Geodetic Survey in July 1992..
 TM0856
 TM0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0856
 TM0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0856
 TM0856.The geoid height was determined by GEOID03.
 TM0856
 TM0856;                    North         East     Units Scale Factor Converg.
 TM0856;SPC MT       -   487,097.409   359,116.611   MT  0.99977325   -2 23 23.0
 TM0856;SPC MT       - 1,598,088.61  1,178,204.10   iFT  0.99977325   -2 23 23.0
 TM0856;UTM  12      - 5,383,181.270   369,706.580   MT  0.99980857   -1 19 31.1
 TM0856
 TM0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0856!SPC MT       -   0.99979661  x   0.99977325  =   0.99956991
 TM0856!UTM  12      -   0.99979661  x   0.99980857  =   0.99960522
 TM0856
 TM0856:                Primary Azimuth Mark                     Grid Az
 TM0856:SPC MT       -  MERIWETHER MONTANA WHEAT ELEV            015 59 10.3
 TM0856:UTM  12      -  MERIWETHER MONTANA WHEAT ELEV            014 55 18.4
 TM0856
 TM0856|---------------------------------------------------------------------|
 TM0856| PID    Reference Object                     Distance      Geod. Az  |
 TM0856|                                                           dddmmss.s |
 TM0856| TM0857 MERIWETHER MONTANA WHEAT ELEV       APPROX. 2.1 KM 0133547.3 |
 TM0856| CN4163 CORRAL RM 1                          25.100 METERS 06908     |
 TM0856| CN4164 CORRAL RM 2                           6.712 METERS 34421     |
 TM0856| CN4162 CORRAL AZ MK                                       3554204.9 |
 TM0856|---------------------------------------------------------------------|
 TM0856
 TM0856                          SUPERSEDED SURVEY CONTROL
 TM0856
 TM0856  NAD 83(1986)-  48 35 17.35824(N)    112 46 00.74794(W) AD(       ) 2
 TM0856  NAD 27      -  48 35 17.44049(N)    112 45 57.49002(W) AD(       ) 2
 TM0856  NGVD 29 (07/19/86) 1311.5    (m)         4303.     (f) VERT ANG       
 TM0856
 TM0856.Superseded values are not recommended for survey control.
 TM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0856.See file dsdata.txt to determine how the superseded data were derived.
 TM0856
 TM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU6970783181(NAD 83)
 TM0856_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0856
 TM0856  HISTORY     - Date     Condition        Report By
 TM0856  HISTORY     - 1964     MONUMENTED       CGS
 TM0856
 TM0856                          STATION DESCRIPTION
 TM0856
 TM0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0856'THE STATION IS LOCATED ABOUT 20-1/2 MILES WEST OF CUT BANK,
 TM0856'11-1/2 MILES EAST OF BROWNING, 1 MILE SOUTH OF U.S. HIGHWAY
 TM0856'2, ON THE HIGHEST POINT OF A LOW, GRASSY HILL.  THE HIGHEST
 TM0856'IN THE VICINITY.
 TM0856'
 TM0856'TO REACH THE STATION FROM THE POST OFFICE IN CUT BANK, GO
 TM0856'NORTH ON NORTH CENTRAL AVENUE FOR 0.05 MILE TO U.S. HIGHWAY 2.
 TM0856'TURN LEFT ON U.S. HIGHWAY 2 AND GO WEST FOR 20.4 MILES TO THE
 TM0856'MERIWETHER GRAIN ELEVATOR ON THE RIGHT, CONTINUE AHEAD FOR 0.8
 TM0856'MILE TO A WIRE GATE ON THE LEFT AND A TRACK ROAD LEADING TO A
 TM0856'GRAVEL STOCK PILE.  TURN LEFT, PASSING THROUGH THE GATE,
 TM0856'THENCE BEAR LEFT AND GO 0.15 MILE TO THE EAST END OF THE GRAVEL
 TM0856'PILES.  HERE FOLLOW A TRACK ROAD SOUTHEAST FOR 0.4 MILE TO A
 TM0856'POINT WHERE A FENCE CORNER IS VISIBLE TO THE SOUTHWEST.  TURN
 TM0856'RIGHT, LEAVING THE TRACK ROAD, AND DRIVE ACROSS COUNTRY FOR
 TM0856'0.3 MILE TO THE FENCE CORNER.  GO SOUTH ALONG THE EAST SIDE
 TM0856'OF THE FENCE FOR 0.2 MILE TO THE TOP OF AN EAST-WEST RIDGE
 TM0856'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR
 TM0856'0.3 MILE TO A POINT WHERE THE FENCE PASSES JUST TO THE
 TM0856'WEST OF THE SUMMIT OF A LOW HILL AND THE STATION ON THE LEFT.
 TM0856'
 TM0856'THE STATION MARK IS A STANDARD DISK, STAMPED CORRAL 1964, SET IN
 TM0856'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 TM0856'WITH THE GROUND.  IT IS 117.4 FEET EAST OF A NORTH-SOUTH FENCE
 TM0856'LINE AND 4.5 FEET NORTHEAST OF A WITNESS POST.
 TM0856'
 TM0856'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORRAL NO 1 1964,
 TM0856'CEMENTED IN A DRILL HOLE IN A 5 BY 5 FOOT ROCK OUTCROP THAT
 TM0856'PROJECTS 18 INCHES ABOVE THE GROUND.  THIS IS THE ONLY OUTCROP
 TM0856'OF THIS SIZE IN THE VICINITY.  IT IS 3 FEET LOWER THAN THE
 TM0856'STATION.
 TM0856'
 TM0856'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORRAL NO 2 1964,
 TM0856'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TM0856'2 INCHES ABOVE THE GROUND.  IT IS 107.9 FEET EAST OF THE
 TM0856'NORTH-SOUTH FENCE, 25.1 FEET NORTH OF THE WITNESS POST AND
 TM0856'ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0856'
 TM0856'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CORRAL 1946,
 TM0856'CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT BOULDER THAT PROJECTS
 TM0856'18 INCHES ABOVE THE GROUND.  IT IS 2.6 FEET WEST OF A WITNESS
 TM0856'POST AND 2.2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0620 ***********************************************************************
 TL0620  DESIGNATION -  CORRAL
 TL0620  PID         -  TL0620
 TL0620  STATE/COUNTY-  MT/HILL
 TL0620  USGS QUAD   -  DRY LAKE (1969)
 TL0620
 TL0620                         *CURRENT SURVEY CONTROL
 TL0620  ___________________________________________________________________
 TL0620* NAD 83(1992)-  48 42 33.72994(N)    110 10 08.68863(W)     ADJUSTED  
 TL0620* NAVD 88     -       839.     (meters)    2753.     (feet)  SCALED    
 TL0620  ___________________________________________________________________
 TL0620  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 TL0620  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TL0620
 TL0620  HORZ ORDER  -  THIRD
 TL0620
 TL0620.The horizontal coordinates were established by classical geodetic methods
 TL0620.and adjusted by the National Geodetic Survey in July 1992..
 TL0620
 TL0620.The orthometric height was scaled from a topographic map.
 TL0620
 TL0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0620
 TL0620.The geoid height was determined by GEOID03.
 TL0620
 TL0620;                    North         East     Units Scale Factor Converg.
 TL0620;SPC MT       -   495,760.454   550,766.739   MT  0.99983444   -0 29 22.0
 TL0620;SPC MT       - 1,626,510.68  1,806,977.49   iFT  0.99983444   -0 29 22.0
 TL0620;UTM  12      - 5,395,481.634   561,128.121   MT  0.99964591   +0 37 27.7
 TL0620
 TL0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0620!SPC MT       -   0.99987108  x   0.99983444  =   0.99970554
 TL0620!UTM  12      -   0.99987108  x   0.99964591  =   0.99951703
 TL0620
 TL0620:                Primary Azimuth Mark                     Grid Az
 TL0620:SPC MT       -  CHAIN                                    122 29 57.8
 TL0620:UTM  12      -  CHAIN                                    121 23 08.1
 TL0620
 TL0620|---------------------------------------------------------------------|
 TL0620| PID    Reference Object                     Distance      Geod. Az  |
 TL0620|                                                           dddmmss.s |
 TL0620| TL0616 CHAIN                               APPROX.13.4 KM 1220035.8 |
 TL0620|---------------------------------------------------------------------|
 TL0620
 TL0620                          SUPERSEDED SURVEY CONTROL
 TL0620
 TL0620  NAD 83(1986)-  48 42 33.73062(N)    110 10 08.67789(W) AD(       ) 3
 TL0620  NAD 27      -  48 42 33.74018(N)    110 10 05.82011(W) AD(       ) 3
 TL0620
 TL0620.Superseded values are not recommended for survey control.
 TL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0620.See file dsdata.txt to determine how the superseded data were derived.
 TL0620
 TL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU6112895482(NAD 83)
 TL0620_MARKER: Z = SEE DESCRIPTION
 TL0620_SETTING: 0 = UNSPECIFIED SETTING
 TL0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0620
 TL0620  HISTORY     - Date     Condition        Report By
 TL0620  HISTORY     - 1904     MONUMENTED       USGS
 TL0620
 TL0620                          STATION DESCRIPTION
 TL0620
 TL0620'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 TL0620'ON ROLLING PRAIRIE 10 MI. NW. OF KREMLIN RAILROAD STATION, 0.75 MI.NW.
 TL0620'OF SMALL HOUSE AND SHEEP CORRAL.
 TL0620'
 TL0620'STATION MARK - AN IRON BENCH MARK POST SET 40 IN. IN GROUND.
 TL0620'0
 TL0620'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0423 ***********************************************************************
 QV0423  DESIGNATION -  CORRAL
 QV0423  PID         -  QV0423
 QV0423  STATE/COUNTY-  MT/BIG HORN
 QV0423  USGS QUAD   -  FORKS RANCH (1972)
 QV0423
 QV0423                         *CURRENT SURVEY CONTROL
 QV0423  ___________________________________________________________________
 QV0423* NAD 83(1993)-  45 05 41.55923(N)    106 29 46.84731(W)     ADJUSTED  
 QV0423* NAVD 88     -      1198.2    (meters)    3931.     (feet)  VERTCON   
 QV0423  ___________________________________________________________________
 QV0423  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 QV0423  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 QV0423
 QV0423  HORZ ORDER  -  THIRD
 QV0423
 QV0423.The horizontal coordinates were established by classical geodetic methods
 QV0423.and adjusted by the National Geodetic Survey in January 1997..
 QV0423
 QV0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0423
 QV0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0423
 QV0423.The geoid height was determined by GEOID03.
 QV0423
 QV0423;                    North         East     Units Scale Factor Converg.
 QV0423;SPC MT       -    98,440.742   836,366.301   MT  0.99994438   +2 11 49.9
 QV0423;SPC MT       -   322,968.31  2,743,983.93   iFT  0.99994438   +2 11 49.9
 QV0423;UTM  13      - 4,994,579.255   382,259.831   MT  0.99977046   -1 03 35.8
 QV0423
 QV0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0423!SPC MT       -   0.99981450  x   0.99994438  =   0.99975889
 QV0423!UTM  13      -   0.99981450  x   0.99977046  =   0.99958500
 QV0423
 QV0423                          SUPERSEDED SURVEY CONTROL
 QV0423
 QV0423  NAD 83(1992)-  45 05 41.55968(N)    106 29 46.84438(W) AD(       ) 3
 QV0423  NAD 83(1986)-  45 05 41.53860(N)    106 29 46.81661(W) AD(       ) 3
 QV0423  NGVD 29 (02/04/91) 1197.6    (m)         3929.     (f) VERT ANG       
 QV0423
 QV0423.Superseded values are not recommended for survey control.
 QV0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0423.See file dsdata.txt to determine how the superseded data were derived.
 QV0423
 QV0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK8226094579(NAD 83)
 QV0423_MARKER: DS = TRIANGULATION STATION DISK
 QV0423_SETTING: 66 = SET IN ROCK OUTCROP
 QV0423_SP_SET: SET IN ROCK OUTCROP
 QV0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QV0423+STABILITY: POSITION/ELEVATION WELL
 QV0423
 QV0423  HISTORY     - Date     Condition        Report By
 QV0423  HISTORY     - 1962     MONUMENTED       USFS
 QV0423  HISTORY     - 1967     GOOD             USGS
 QV0423
 QV0423                          STATION DESCRIPTION
 QV0423
 QV0423'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QV0423'STATION IS APPROXIMATELY 16 AIR MILES S. OF THE BIRNEY POST OFFICE.
 QV0423'LOCATED ON THE SOUTHEASTERLY OF TWO PROMINENT FLATTOPPED BUTTES IN
 QV0423'CORRAL CREEK DRAINAGE.  STATION IS ON TOP OF THE BUTTE NEAR THE W.
 QV0423'EDGE, ABOUT 50 FT. S. OF A LONE TREE.
 QV0423'
 QV0423'RECOVERED BY USGS IN 1967 AND REDESCRIBED AS FOLLOWS
 QV0423'
 QV0423'STATION MARK IS A BRASS DEPARTMENT OF AGRICULTURE TABLET SET IN
 QV0423'ROCK OUTCROP NEAR E. EDGE OF A SMALL BUTTE.
 QV0423'
 QV0423'STATION MARK--STANDARD USFS TABLET, STAMPED---CORRAL 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0928 ***********************************************************************
 RX0928  DESIGNATION -  COTTON
 RX0928  PID         -  RX0928
 RX0928  STATE/COUNTY-  MT/DEER LODGE
 RX0928  USGS QUAD   -  OROFINO MOUNTAIN (1989)
 RX0928
 RX0928                         *CURRENT SURVEY CONTROL
 RX0928  ___________________________________________________________________
 RX0928* NAD 83(1992)-  46 10 28.41760(N)    112 37 54.33057(W)     ADJUSTED  
 RX0928* NAVD 88     -      2208.9    (meters)    7247.     (feet)  VERTCON   
 RX0928  ___________________________________________________________________
 RX0928  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 RX0928  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 RX0928
 RX0928  HORZ ORDER  -  SECOND
 RX0928
 RX0928.The horizontal coordinates were established by classical geodetic methods
 RX0928.and adjusted by the National Geodetic Survey in July 1992..
 RX0928
 RX0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0928
 RX0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0928
 RX0928.The geoid height was determined by GEOID03.
 RX0928
 RX0928;                    North         East     Units Scale Factor Converg.
 RX0928;SPC MT       -   218,703.285   358,353.312   MT  0.99949867   -2 17 27.2
 RX0928;SPC MT       -   717,530.46  1,175,699.84   iFT  0.99949867   -2 17 27.2
 RX0928;UTM  12      - 5,114,736.773   374,047.761   MT  0.99979501   -1 10 38.6
 RX0928
 RX0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0928!SPC MT       -   0.99965582  x   0.99949867  =   0.99915467
 RX0928!UTM  12      -   0.99965582  x   0.99979501  =   0.99945090
 RX0928
 RX0928|---------------------------------------------------------------------|
 RX0928| PID    Reference Object                     Distance      Geod. Az  |
 RX0928|                                                           dddmmss.s |
 RX0928| CN4165 COTTON RM 1                          23.726 METERS 16532     |
 RX0928| RX0934 ANACONDA CO STACK                   APPROX.22.9 KM 2515241.7 |
 RX0928| CN4166 COTTON RM 2                          10.076 METERS 31449     |
 RX0928|---------------------------------------------------------------------|
 RX0928
 RX0928                          SUPERSEDED SURVEY CONTROL
 RX0928
 RX0928  NAD 83(1986)-  46 10 28.41694(N)    112 37 54.33001(W) AD(       ) 2
 RX0928  NAD 27      -  46 10 28.67600(N)    112 37 51.23000(W) AD(       ) 2
 RX0928  NGVD 29 (07/19/86) 2207.6    (m)         7243.     (f) VERT ANG       
 RX0928
 RX0928.Superseded values are not recommended for survey control.
 RX0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0928.See file dsdata.txt to determine how the superseded data were derived.
 RX0928
 RX0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS7404814737(NAD 83)
 RX0928_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RX0928_SETTING: 66 = SET IN ROCK OUTCROP
 RX0928_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RX0928
 RX0928  HISTORY     - Date     Condition        Report By
 RX0928  HISTORY     - 1956     MONUMENTED       CGS
 RX0928
 RX0928                          STATION DESCRIPTION
 RX0928
 RX0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0928'THE STATION IS LOCATED ON A HIGH GRASS COVERED RIDGE, ABOUT
 RX0928'15 MILES NORTHEAST OF ANACONDA, 10 MILES NORTH OF BUTTE, 79 FEET
 RX0928'NORTHEAST OF A CAIRN AND 20 FEET SOUTHWEST OF A TRIANGLE BLAZED
 RX0928'PINE TREE.
 RX0928'
 RX0928'TO REACH THE STATION FROM THE POST OFFICE IN DEER LODGE, GO
 RX0928'SOUTH ON U.S. HIGHWAY 10 S FOR 8.5 MILES TO A SIDE ROAD LEFT,
 RX0928'TURN LEFT ON GRADED ROAD AND GO 0.3 MILE TO A T-ROAD, TURN RIGHT
 RX0928'(SOUTH AND EAST) ON MAIN ROAD AND GO 2.35 MILES TO A SIDE ROAD
 RX0928'LEFT, TURN LEFT, AND GO EAST FOR 0.55 MILE TO A SIDE ROAD LEFT,
 RX0928'TURN LEFT ON TRACK ROAD AND GO 7.55 MILES TO A GATE, PASS
 RX0928'THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 1.9 MILES TO A
 RX0928'Y-INTERSECTION AND THE END OF TRUCK TRAVEL.  FROM HERE, PACK
 RX0928'WEST, UP STEEP GRADE AND ALONG RIDGE TO THE STATION ON THE
 RX0928'HIGHEST POINT.  THIS IS ABOUT A 30 MINUTE PACK.
 RX0928'
 RX0928'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 RX0928'COTTON 1956.
 RX0928'
 RX0928'REFERENCE MARK 1 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 RX0928'COTTON NO 1 1956.
 RX0928'
 RX0928'REFERENCE MARK 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 RX0928'COTTON NO 2 1956.
 RX0928'
 RX0928'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1059 ***********************************************************************
 SR1059  DESIGNATION -  COTTON
 SR1059  PID         -  SR1059
 SR1059  STATE/COUNTY-  MT/PETROLEUM
 SR1059  USGS QUAD   -  CAT CREEK NW (1986)
 SR1059
 SR1059                         *CURRENT SURVEY CONTROL
 SR1059  ___________________________________________________________________
 SR1059* NAD 83(1992)-  47 10 46.75447(N)    108 12 10.80068(W)     ADJUSTED  
 SR1059* NAVD 88     -       977.4    (meters)    3207.     (feet)  VERTCON   
 SR1059  ___________________________________________________________________
 SR1059  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 SR1059  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SR1059
 SR1059  HORZ ORDER  -  FIRST
 SR1059
 SR1059.The horizontal coordinates were established by classical geodetic methods
 SR1059.and adjusted by the National Geodetic Survey in July 1992..
 SR1059
 SR1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1059
 SR1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1059
 SR1059.The geoid height was determined by GEOID03.
 SR1059
 SR1059;                    North         East     Units Scale Factor Converg.
 SR1059;SPC MT       -   326,351.386   698,249.689   MT  0.99939687   +0 56 55.5
 SR1059;SPC MT       - 1,070,706.65  2,290,845.44   iFT  0.99939687   +0 56 55.5
 SR1059;UTM  12      - 5,228,924.311   711,923.387   MT  1.00015199   +2 03 08.4
 SR1059
 SR1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1059!SPC MT       -   0.99984907  x   0.99939687  =   0.99924603
 SR1059!UTM  12      -   0.99984907  x   1.00015199  =   1.00000104
 SR1059
 SR1059|---------------------------------------------------------------------|
 SR1059| PID    Reference Object                     Distance      Geod. Az  |
 SR1059|                                                           dddmmss.s |
 SR1059| CQ5344 COTTON RM 1                          17.175 METERS 10128     |
 SR1059| CQ5346 COTTON RM 3 AZIMUTH                                2233528.8 |
 SR1059| CQ5345 COTTON RM 2                           9.088 METERS 32206     |
 SR1059|---------------------------------------------------------------------|
 SR1059
 SR1059                          SUPERSEDED SURVEY CONTROL
 SR1059
 SR1059  NAD 83(1986)-  47 10 46.74899(N)    108 12 10.78161(W) AD(       ) 1
 SR1059  NAD 27      -  47 10 46.79163(N)    108 12 08.34459(W) AD(       ) 1
 SR1059  NGVD 29 (07/19/86)  976.7    (m)         3204.     (f) VERT ANG       
 SR1059
 SR1059.Superseded values are not recommended for survey control.
 SR1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1059.See file dsdata.txt to determine how the superseded data were derived.
 SR1059
 SR1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT1192328924(NAD 83)
 SR1059_MARKER: DS = TRIANGULATION STATION DISK
 SR1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1059
 SR1059  HISTORY     - Date     Condition        Report By
 SR1059  HISTORY     - 1972     MONUMENTED       NGS
 SR1059
 SR1059                          STATION DESCRIPTION
 SR1059
 SR1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1059'THE STATION IS LOCATED ABOUT 13.5 MILES NORTHEAST OF WINNETT, 2 MILES
 SR1059'NORTH OF COTTONWOOD CREEK, ON THE EAST END OF A LOW TIMBERED RIDGE
 SR1059'AND ON PROPERTY OWNED BY MR. WAYNE BRATTEN, WINNETT, PHONE NUMBER
 SR1059'429-4200.
 SR1059'
 SR1059'TO REACH THE STATION FROM THE POST OFFICE IN WINNETT GO NORTH ON
 SR1059'STATE HIGHWAY 244 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 200.
 SR1059'TURN RIGHT AND GO EAST ON STATE HIGHWAY 200 FOR 0.2 MILE TO A
 SR1059'CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 2.5
 SR1059'MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 SR1059'NORTH-NORTHWESTERLY ON THE GRAVELED ROAD FOR 8.8 MILES TO A SIDE
 SR1059'ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRADED DIRT ROAD FOR
 SR1059'4.2 MILES TO A SIDE ROAD RIGHT.  CONTINUE EASTERLY ON THE GRADED
 SR1059'DIRT ROAD FOR 3.0 MILES TO THE RANCH HOME OF JOHN M. MARTY ON THE
 SR1059'LEFT.  CONTINUE EASTERLY ON THE GRADED DIRT ROAD FOR 1.1 MILES TO
 SR1059'REFERENCE MARK 3, SET IN THE RIGHT-OF-WAY FENCE ON THE RIGHT.
 SR1059'CONTINUE EASTERLY ON THE GRADED DIRT ROAD FOR 0.2 MILE TO A TRACK
 SR1059'SIDE ROAD LEFT, JUST AFTER PASSING OVER THE CREST OF THE RIDGE.
 SR1059'TURN LEFT AND GO NORTH FOR ABOUT 100 FEET TO A FORK.  TAKE THE LEFT
 SR1059'FORK AND GO NORTHWESTERLY ON THE DIM TRACK ROAD FOR 0.2 MILE,
 SR1059'THENCE TURN LEFT AND GO SOUTHERLY FOR 0.1 MILE TO THE TOP OF THE
 SR1059'RIDGE AND THE STATION.
 SR1059'
 SR1059'THE STATION MARKS ARE STANDARD DISKS STAMPED COTTON 1972, THE SURFACE
 SR1059'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 SR1059'11-INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 SR1059'SURFACE.  IT IS 37 FEET SOUTHWEST OF A 12-INCH PINE TREE WITH A
 SR1059'TRIANGLE BLAZE, 14 FEET EAST OF A 12-INCH PINE TREE WITH A TRIANGLE
 SR1059'BLAZE AND 6 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE
 SR1059'UNDER-GROUND DISK WAS SET ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 SR1059'
 SR1059'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COTTON NO 1 1972,
 SR1059'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 SR1059'THE GROUND SURFACE.  IT IS 70 FEET EAST OF A 12-INCH PINE TREE WITH
 SR1059'A TRIANGLE BLAZE, 51 FEET SOUTHEAST OF A 12-INCH PINE TREE WITH A
 SR1059'TRIANGLE BLAZE AND 53 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 SR1059'
 SR1059'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COTTON NO 2 1972,
 SR1059'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 6
 SR1059'INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET WEST-NORTHWEST OF
 SR1059'A METAL WITNESS POST WITH SIGN AND ABOUT THE SAME ELEVATION AS
 SR1059'THE STATION.
 SR1059'
 SR1059'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COTTON NO 3 1972, SET IN
 SR1059'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 SR1059'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 98 FEET SOUTH
 SR1059'OF THE CENTER OF THE ROAD, 2.5 FEET WEST OF A METAL WITNESS POST
 SR1059'WITH SIGN AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0662 ***********************************************************************
 TL0662  DESIGNATION -  COTTON
 TL0662  PID         -  TL0662
 TL0662  STATE/COUNTY-  MT/LIBERTY
 TL0662  USGS QUAD   -  POVERTY COULEE (1970)
 TL0662
 TL0662                         *CURRENT SURVEY CONTROL
 TL0662  ___________________________________________________________________
 TL0662* NAD 83(1992)-  48 27 27.03183(N)    110 58 22.36368(W)     ADJUSTED  
 TL0662* NAVD 88     -       961.2    (meters)    3154.     (feet)  VERTCON   
 TL0662  ___________________________________________________________________
 TL0662  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TL0662  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 TL0662
 TL0662  HORZ ORDER  -  FIRST
 TL0662
 TL0662.The horizontal coordinates were established by classical geodetic methods
 TL0662.and adjusted by the National Geodetic Survey in July 1992..
 TL0662
 TL0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0662
 TL0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0662
 TL0662.The geoid height was determined by GEOID03.
 TL0662
 TL0662;                    North         East     Units Scale Factor Converg.
 TL0662;SPC MT       -   468,573.191   491,098.981   MT  0.99971245   -1 04 38.7
 TL0662;SPC MT       - 1,537,313.62  1,611,217.13   iFT  0.99971245   -1 04 38.7
 TL0662;UTM  12      - 5,367,152.821   502,005.167   MT  0.99960005   +0 01 13.1
 TL0662
 TL0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0662!SPC MT       -   0.99985174  x   0.99971245  =   0.99956424
 TL0662!UTM  12      -   0.99985174  x   0.99960005  =   0.99945185
 TL0662
 TL0662:                Primary Azimuth Mark                     Grid Az
 TL0662:SPC MT       -  COTTON AZ MK                             003 20 58.5
 TL0662:UTM  12      -  COTTON AZ MK                             002 15 06.7
 TL0662
 TL0662|---------------------------------------------------------------------|
 TL0662| PID    Reference Object                     Distance      Geod. Az  |
 TL0662|                                                           dddmmss.s |
 TL0662| CQ5341 COTTON AZ MK                                       0021619.8 |
 TL0662| TL0672 CHESTER MUNICIPAL TANK              APPROX. 6.0 KM 0040721.9 |
 TL0662| CQ5342 COTTON RM 1                          41.313 METERS 09739     |
 TL0662| CQ5343 COTTON RM 2                         106.662 METERS 17854     |
 TL0662| TL0671 CHESTER AIRPORT BEACON              APPROX. 5.8 KM 3544635.6 |
 TL0662|---------------------------------------------------------------------|
 TL0662
 TL0662                          SUPERSEDED SURVEY CONTROL
 TL0662
 TL0662  NAD 83(1986)-  48 27 27.03280(N)    110 58 22.35533(W) AD(       ) 1
 TL0662  NAD 27      -  48 27 27.07922(N)    110 58 19.45859(W) AD(       ) 1
 TL0662  NGVD 29 (07/19/86)  960.3    (m)         3151.     (f) VERT ANG       
 TL0662
 TL0662.Superseded values are not recommended for survey control.
 TL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0662.See file dsdata.txt to determine how the superseded data were derived.
 TL0662
 TL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU0200567153(NAD 83)
 TL0662_MARKER: DS = TRIANGULATION STATION DISK
 TL0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0662
 TL0662  HISTORY     - Date     Condition        Report By
 TL0662  HISTORY     - 1964     MONUMENTED       CGS
 TL0662  HISTORY     - 1988     GOOD             USAF
 TL0662
 TL0662                          STATION DESCRIPTION
 TL0662
 TL0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0662'THE STATION IS ABOUT 6 MILES SOUTHEAST OF TIBER, 4 MILES
 TL0662'SOUTH OF CHESTER, ON THE WEST SIDE OF THE ROAD RIGHT-OF-WAY
 TL0662'OF STATE HIGHWAY 223.
 TL0662'
 TL0662'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO
 TL0662'WEST ON U.S. HIGHWAY 2 FOR 0.3 MILE TO THE JUNCTION WITH
 TL0662'STATE HIGHWAY 223.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 223
 TL0662'FOR 3.2 MILES TO THE AZIMUTH MARK ON THE LEFT AT A FIELD
 TL0662'ENTRANCE ROAD.  CONTINUE AHEAD FOR 0.6 MILE TO SOME FARM
 TL0662'BUILDINGS ON THE LEFT AND THE STATION ON THE RIGHT.
 TL0662'
 TL0662'THE STATION MARK IS A STANDARD DISK, STAMPED COTTON 1964, SET
 TL0662'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING 6
 TL0662'INCHES.  IT IS 62.7 FEET WEST OF THE CENTERLINE OF STATE
 TL0662'HIGHWAY 223, 4.9 FEET SOUTHWEST OF A WITNESS POST AND 4.6
 TL0662'FEET WEST NORTHWEST OF A POWER LINE POLE.
 TL0662'
 TL0662'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COTTON 1964, SET
 TL0662'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TL0662'3 INCHES.  IT IS 71.8 FEET EAST OF THE CENTERLINE OF THE
 TL0662'HIGHWAY, 31 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A LARGE
 TL0662'METAL BUILDING, 1.5 FEET NORTH OF A POWER LINE POLE AND ABOUT THE
 TL0662'SAME ELEVATION AS THE STATION.
 TL0662'
 TL0662'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COTTON NO 2 1964,
 TL0662'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TL0662'7 INCHES.  IT IS 57 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 TL0662'2.5 FEET NORTHEAST OF A POWER LINE POLE AND ABOUT 4 FEET LOWER
 TL0662'THAN THE STATION.
 TL0662'
 TL0662'AZIMUTH MARK IS A STANDARD DISK, STAMPED COTTON 1964, SET IN THE
 TL0662'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING 5
 TL0662'INCHES.  IT IS 70 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 TL0662'223, 14 FEET SOUTH OF THE CENTERLINE OF THE FIELD ROAD ENTRANCE,
 TL0662'4.5 FEET WEST OF A POWER LINE POLE AND 2.3 FEET EAST OF A WITNESS
 TL0662'POST.
 TL0662
 TL0662                          STATION RECOVERY (1988)
 TL0662
 TL0662'RECOVERY NOTE BY US AIR FORCE 1988 (ESL)
 TL0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0560 ***********************************************************************
 RW0560  DESIGNATION -  COTTON
 RW0560  PID         -  RW0560
 RW0560  STATE/COUNTY-  MT/MEAGHER
 RW0560  USGS QUAD   -  GROVELAND (1995)
 RW0560
 RW0560                         *CURRENT SURVEY CONTROL
 RW0560  ___________________________________________________________________
 RW0560* NAD 83(1992)-  46 26 35.99849(N)    110 25 22.82033(W)     ADJUSTED  
 RW0560* NAVD 88     -      1797.5    (meters)    5897.     (feet)  VERTCON   
 RW0560  ___________________________________________________________________
 RW0560  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 RW0560  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 RW0560
 RW0560  HORZ ORDER  -  THIRD
 RW0560
 RW0560.The horizontal coordinates were established by classical geodetic methods
 RW0560.and adjusted by the National Geodetic Survey in July 1992..
 RW0560
 RW0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0560
 RW0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0560
 RW0560.The geoid height was determined by GEOID03.
 RW0560
 RW0560;                    North         East     Units Scale Factor Converg.
 RW0560;SPC MT       -   244,149.499   529,115.362   MT  0.99944164   -0 40 30.7
 RW0560;SPC MT       -   801,015.42  1,735,942.79   iFT  0.99944164   -0 40 30.7
 RW0560;UTM  12      - 5,143,468.463   544,319.804   MT  0.99962414   +0 25 05.3
 RW0560
 RW0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0560!SPC MT       -   0.99972004  x   0.99944164  =   0.99916184
 RW0560!UTM  12      -   0.99972004  x   0.99962414  =   0.99934429
 RW0560
 RW0560                          SUPERSEDED SURVEY CONTROL
 RW0560
 RW0560  NAD 83(1986)-  46 26 35.99025(N)    110 25 22.81133(W) AD(       ) 3
 RW0560  NGVD 29 (06/12/92) 1796.4    (m)         5894.     (f) VERT ANG       
 RW0560
 RW0560.Superseded values are not recommended for survey control.
 RW0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0560.See file dsdata.txt to determine how the superseded data were derived.
 RW0560
 RW0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS4432043468(NAD 83)
 RW0560_MARKER: DD = SURVEY DISK
 RW0560_SETTING: 66 = SET IN ROCK OUTCROP
 RW0560_SP_SET: SET IN ROCK OUTCROP
 RW0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0560+STABILITY: POSITION/ELEVATION WELL
 RW0560
 RW0560  HISTORY     - Date     Condition        Report By
 RW0560  HISTORY     - 1949     MONUMENTED       USGS
 RW0560
 RW0560                          STATION DESCRIPTION
 RW0560
 RW0560'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 RW0560'STATION IS LOCATED ABOUT 6 MI. E. OF LENNEP, ON SMALL WOODED TOP
 RW0560'ABOUT 1 MI. N. OF HIGHWAY RUNNING E. AND W. AND ON TANGENT WITH
 RW0560'COTTONWOOD RD. TO S.
 RW0560'
 RW0560'TO REACH STATION FROM LENNEP RAILROAD CROSSING, GO S. 0.1 MI. TO T-RD.
 RW0560'N., THENCE GO LEFT (E.) 6.0 MI., LEAVE RD. AT THIS POINT AND GO IN A
 RW0560'NORTHERLY DIRECTION ACROSS RAILROAD TRACKS AND TO TOP OF HIGH POINT
 RW0560'AND STATION.
 RW0560'
 RW0560'STATION MARK--STANDARD TABLET IN ROCK ON S. END OF TOP AND
 RW0560'STAMPED---COTTON 1949---.
 RW0560'
 RW0560'REFERENCE MARK NO. 1--STANDARD TABLET 31.08 FT. S. OF STATION,
 RW0560'N 19 DEG 22 MIN E.
 RW0560'
 RW0560'REFERENCE MARK NO. 2--STANDARD TABLET 27.4 FT. E. OF STATION,
 RW0560'N 78 DEG 10 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0644 ***********************************************************************
 QW0644  DESIGNATION -  COTTONWOOD
 QW0644  PID         -  QW0644
 QW0644  STATE/COUNTY-  MT/CARBON
 QW0644  USGS QUAD   -  HUNTERS CREEK (1980)
 QW0644
 QW0644                         *CURRENT SURVEY CONTROL
 QW0644  ___________________________________________________________________
 QW0644* NAD 83(1993)-  45 05 26.59131(N)    108 46 08.30475(W)     ADJUSTED  
 QW0644* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 QW0644  ___________________________________________________________________
 QW0644  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 QW0644  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 QW0644
 QW0644  HORZ ORDER  -  THIRD
 QW0644
 QW0644.The horizontal coordinates were established by classical geodetic methods
 QW0644.and adjusted by the National Geodetic Survey in January 1997..
 QW0644
 QW0644.The orthometric height was scaled from a topographic map.
 QW0644
 QW0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0644
 QW0644.The geoid height was determined by GEOID03.
 QW0644
 QW0644;                    North         East     Units Scale Factor Converg.
 QW0644;SPC MT       -    93,714.580   657,544.194   MT  0.99994676   +0 32 05.1
 QW0644;SPC MT       -   307,462.53  2,157,297.22   iFT  0.99994676   +0 32 05.1
 QW0644;UTM  12      - 4,995,449.679   675,561.232   MT  0.99997900   +1 34 49.7
 QW0644
 QW0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0644!SPC MT       -   0.99976292  x   0.99994676  =   0.99970969
 QW0644!UTM  12      -   0.99976292  x   0.99997900  =   0.99974193
 QW0644
 QW0644:                Primary Azimuth Mark                     Grid Az
 QW0644:SPC MT       -  TT 9 M                                   076 44 42.7
 QW0644:UTM  12      -  TT 9 M                                   075 41 58.1
 QW0644
 QW0644|---------------------------------------------------------------------|
 QW0644| PID    Reference Object                     Distance      Geod. Az  |
 QW0644|                                                           dddmmss.s |
 QW0644| QW0648 TT 9 M                              APPROX. 4.3 KM 0771647.8 |
 QW0644|---------------------------------------------------------------------|
 QW0644
 QW0644                          SUPERSEDED SURVEY CONTROL
 QW0644
 QW0644  NAD 83(1992)-  45 05 26.57455(N)    108 46 08.29289(W) AD(       ) 3
 QW0644  NAD 83(1986)-  45 05 26.57494(N)    108 46 08.29305(W) AD(       ) 3
 QW0644
 QW0644.Superseded values are not recommended for survey control.
 QW0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0644.See file dsdata.txt to determine how the superseded data were derived.
 QW0644
 QW0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7556195450(NAD 83)
 QW0644_MARKER: DS = TRIANGULATION STATION DISK
 QW0644_SETTING: 0 = UNSPECIFIED SETTING
 QW0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0644
 QW0644  HISTORY     - Date     Condition        Report By
 QW0644  HISTORY     - 1943     MONUMENTED       USGS
 QW0644
 QW0644                          STATION DESCRIPTION
 QW0644
 QW0644'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 QW0644'LOCATED ABOUT 6 MI. W. AND 2.5 MI. N. OF WARREN, ABOUT 7.5 MI. N. AND
 QW0644'5 MI. E. OF ELK BASIN, WYOMING, IN SEC. 34, T.8 S., R.24 E., ON THE E.
 QW0644'END OF A VERY PROMINIENT RIDGE TOP WITH THINLY SCATTERED SCRUB PINE
 QW0644'ON THE W. END.
 QW0644'
 QW0644'TO REACH STATION FROM WARREN, GO NW. ON U.S. HIGHWAY 310 FOR 0.5 MI.
 QW0644'TAKE RD. TO LEFT AND GO 0.5 MI. TO FORKS, TAKE RIGHT W. FORK AND GO
 QW0644'STRAIGHT W. ABOUT 3 MI. TO FORKS, KEEP TO RIGHT NW. AND GO 2 MI.,
 QW0644'TAKE A VERY DIM RD. TO RIGHT N. AND GO 0.9 MI. TO STATION.
 QW0644'
 QW0644'STATION MARK - STANDARD TABLET STAMPED---COTTONWOOD 1943--- CEMENTED
 QW0644'IN BEDROCK WHICH WAS EXPOSED BY DIGGING ABOUT 6 IN.   DIRT WAS REMOVED
 QW0644'FOR CONSIDERABLE DISTANCE ABOUT THE STATION MARK.
 QW0644'
 QW0644'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0916 ***********************************************************************
 RX0916  DESIGNATION -  COTTONWOOD CREEK RESET
 RX0916  PID         -  RX0916
 RX0916  STATE/COUNTY-  MT/POWELL
 RX0916  USGS QUAD   -  SUGARLOAF MOUNTAIN (1996)
 RX0916
 RX0916                         *CURRENT SURVEY CONTROL
 RX0916  ___________________________________________________________________
 RX0916* NAD 83(1992)-  46 21 54.43087(N)    112 30 04.14519(W)     ADJUSTED  
 RX0916* NAVD 88     -      2555.9    (meters)    8385.     (feet)  VERTCON   
 RX0916  ___________________________________________________________________
 RX0916  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 RX0916  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 RX0916
 RX0916  HORZ ORDER  -  THIRD
 RX0916
 RX0916.The horizontal coordinates were established by classical geodetic methods
 RX0916.and adjusted by the National Geodetic Survey in July 1992..
 RX0916
 RX0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0916
 RX0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0916
 RX0916.The geoid height was determined by GEOID03.
 RX0916
 RX0916;                    North         East     Units Scale Factor Converg.
 RX0916;SPC MT       -   239,464.028   369,236.907   MT  0.99945600   -2 11 43.3
 RX0916;SPC MT       -   785,643.14  1,211,407.18   iFT  0.99945600   -2 11 43.3
 RX0916;UTM  12      - 5,135,711.008   384,529.914   MT  0.99976390   -1 05 11.7
 RX0916
 RX0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0916!SPC MT       -   0.99960145  x   0.99945600  =   0.99905766
 RX0916!UTM  12      -   0.99960145  x   0.99976390  =   0.99936544
 RX0916
 RX0916:                Primary Azimuth Mark                     Grid Az
 RX0916:SPC MT       -  THUNDERBOLT LO RESET                     140 04 24.7
 RX0916:UTM  12      -  THUNDERBOLT LO RESET                     138 57 53.1
 RX0916
 RX0916|---------------------------------------------------------------------|
 RX0916| PID    Reference Object                     Distance      Geod. Az  |
 RX0916|                                                           dddmmss.s |
 RX0916| RX0911 THUNDERBOLT LO RESET                APPROX. 5.4 KM 1375241.4 |
 RX0916|---------------------------------------------------------------------|
 RX0916
 RX0916                          SUPERSEDED SURVEY CONTROL
 RX0916
 RX0916  NAD 83(1986)-  46 21 54.43108(N)    112 30 04.14048(W) AD(       ) 3
 RX0916  NAD 27      -  46 21 54.69096(N)    112 30 01.05877(W) AD(       ) 3
 RX0916  NGVD 29 (07/19/86) 2554.5    (m)         8381.     (f) VERT ANG       
 RX0916
 RX0916.Superseded values are not recommended for survey control.
 RX0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0916.See file dsdata.txt to determine how the superseded data were derived.
 RX0916
 RX0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS8453035711(NAD 83)
 RX0916
 RX0916  HISTORY     - Date     Condition        Report By
 RX0916  HISTORY     - 1952     MONUMENTED       USGS
 RX0916  HISTORY     - 1958     GOOD             USGS
 RX0916
 RX0916                          STATION DESCRIPTION
 RX0916
 RX0916'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX0916'STATION CALLED --CLIFF-- BY USFS, 1949.
 RX0916'
 RX0916'STATION LIES 12.5 MI. (AIRLINE) ESE. FROM DEERLODGE, MONTANA, IN
 RX0916'SEC. 7, T 7 N, R 7 W, ON AN OPEN GRASSY HILL KNOWN AS CLIFF MOUNTAIN.
 RX0916'
 RX0916'TO REACH STATION FROM DEERLODGE, MONTANA, GO E. FROM COUNTY COURTHOUSE
 RX0916'0.6 MI. TO T-RD. W., TURN LEFT (N.) 7.1 MI. TO FOREST SERVICE BOUNDARY
 RX0916'FENCE, CONTINUE ALONG MAIN TRAVELED RD. 0.3 MI. TO RD. FORK, TAKE
 RX0916'RIGHT FORK 0.8 MI. TO OLD BUILDINGS KNOWN AS --EMERY--, CONTINUE ALONG
 RX0916'0.2 MI. TO RD. FORK, TURN LEFT (N.) 1.9 MI. TO RD. FORKS, TURN RIGHT
 RX0916'(E.) 1.4 MI. TO RD. FORKS, TAKE RIGHT FORK 0.1 MI. TO RD. FORK, TAKE
 RX0916'RIGHT FORK 1.2 MI. TO TRAIL FORK AND END OF TRUCK TRAVEL.  PACK SE.
 RX0916'ALONG RIGHT HAND (W. FORK) TRAIL ABOUT 3/4 HOUR TO A POINT SW. OF
 RX0916'STATION, PROCEED NE. UP OPEN RIDGE TO GRASSY TOP AND STATION SITE.
 RX0916'
 RX0916'STATION MARK--A STANDARD USGS TABLET, STAMPED ---COTTONWOOD CREEK,
 RX0916'1952---, AND SET IN A BOULDER.
 RX0916'
 RX0916'THIS STATION BELIEVED TO HAVE BEEN THE OLD USGS
 RX0916'STATION --COTTONWOOD CREEK 1905--.  IT WAS INTERSECTED 1949 AND
 RX0916'CALLED --CLIFF-- BY USFS.  THE USGS 1952 PLACED A DRILL HOLE AND
 RX0916'TABLET DIRECTLY UNDER OLD MAST AND CALLED THE STATION --COTTONWOOD
 RX0916'CREEK-- AFTER THE OLD STATION.
 RX0916'
 RX0916'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RX0916'
 RX0916'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0993 ***********************************************************************
 SU0993  DESIGNATION -  COUGAR PEAK LOOKOUT TOWER
 SU0993  PID         -  SU0993
 SU0993  STATE/COUNTY-  MT/SANDERS
 SU0993  USGS QUAD   -  BELKNAP (1988)
 SU0993
 SU0993                         *CURRENT SURVEY CONTROL
 SU0993  ___________________________________________________________________
 SU0993* NAD 83(1992)-  47 44 40.77225(N)    115 23 00.57018(W)     ADJUSTED  
 SU0993* NAVD 88     -                                                        
 SU0993  ___________________________________________________________________
 SU0993  LAPLACE CORR-          14.92  (seconds)                    DEFLEC99
 SU0993  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 SU0993
 SU0993  HORZ ORDER  -  THIRD
 SU0993
 SU0993.The horizontal coordinates were established by classical geodetic methods
 SU0993.and adjusted by the National Geodetic Survey in July 1992..
 SU0993
 SU0993
 SU0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0993
 SU0993.The geoid height was determined by GEOID03.
 SU0993
 SU0993;                    North         East     Units Scale Factor Converg.
 SU0993;SPC MT       -   404,873.827   159,426.697   MT  0.99947433   -4 18 13.7
 SU0993;SPC MT       - 1,328,326.20    523,053.47   iFT  0.99947433   -4 18 13.7
 SU0993;UTM  11      - 5,289,186.145   621,176.558   MT  0.99978044   +1 11 47.8
 SU0993
 SU0993                          SUPERSEDED SURVEY CONTROL
 SU0993
 SU0993  NAD 83(1986)-  47 44 40.77815(N)    115 23 00.55866(W) AD(       ) 4
 SU0993  NAD 27      -  47 44 41.01353(N)    115 22 56.99226(W) AD(       ) 3
 SU0993
 SU0993.Superseded values are not recommended for survey control.
 SU0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0993.See file dsdata.txt to determine how the superseded data were derived.
 SU0993
 SU0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN2117789186(NAD 83)
 SU0993
 SU0993  HISTORY     - Date     Condition        Report By
 SU0993  HISTORY     - 1940     MONUMENTED       CGS
 SU0993
 SU0993                          STATION DESCRIPTION
 SU0993
 SU0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0993'COUGAR PEAK FOREST SERVICE LOOKOUT HOUSE IS IN THE CABINET
 SU0993'NATIONAL FOREST, ON A SHARP TIMBERED PEAK, 10 MILES N OF THOMPSON
 SU0993'FALLS, 5 MILES E OF WHITE PINE AND 13 MILES SE OF TROUT CREEK
 SU0993'RANGER STATION.
 SU0993'
 SU0993'THE CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0843 ***********************************************************************
 TM0843  DESIGNATION -  COULEE
 TM0843  PID         -  TM0843
 TM0843  STATE/COUNTY-  MT/GLACIER
 TM0843  USGS QUAD   -  BUFFALO LAKE (1968)
 TM0843
 TM0843                         *CURRENT SURVEY CONTROL
 TM0843  ___________________________________________________________________
 TM0843* NAD 83(1992)-  48 47 02.12902(N)    112 44 10.10022(W)     ADJUSTED  
 TM0843* NAVD 88     -      1422.1    (meters)    4666.     (feet)  VERTCON   
 TM0843  ___________________________________________________________________
 TM0843  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 TM0843  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 TM0843
 TM0843  HORZ ORDER  -  SECOND
 TM0843
 TM0843.The horizontal coordinates were established by classical geodetic methods
 TM0843.and adjusted by the National Geodetic Survey in July 1992..
 TM0843
 TM0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0843
 TM0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0843
 TM0843.The geoid height was determined by GEOID03.
 TM0843
 TM0843;                    North         East     Units Scale Factor Converg.
 TM0843;SPC MT       -   508,751.408   362,280.821   MT  0.99987437   -2 22 02.1
 TM0843;SPC MT       - 1,669,131.92  1,188,585.37   iFT  0.99987437   -2 22 02.1
 TM0843;UTM  12      - 5,404,889.829   372,468.567   MT  0.99979981   -1 18 22.1
 TM0843
 TM0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0843!SPC MT       -   0.99977949  x   0.99987437  =   0.99965388
 TM0843!UTM  12      -   0.99977949  x   0.99979981  =   0.99957934
 TM0843
 TM0843|---------------------------------------------------------------------|
 TM0843| PID    Reference Object                     Distance      Geod. Az  |
 TM0843|                                                           dddmmss.s |
 TM0843| CN4170 COULEE RM 1                           7.416 METERS 08758     |
 TM0843| CN4171 COULEE RM 2                          10.281 METERS 20019     |
 TM0843| TM0859 BROWNING BLACKFEET SCH SPIPE        APPROX.24.9 KM 2255834.5 |
 TM0843| CN4169 COULEE AZ MK                                       2692950.8 |
 TM0843| TM0842 ALIAS                                10.599 METERS 31018     |
 TM0843| TM0844 MOUNTAIN STS ATT MICROWAVE MST      APPROX.12.7 KM 3564257.8 |
 TM0843|---------------------------------------------------------------------|
 TM0843
 TM0843                          SUPERSEDED SURVEY CONTROL
 TM0843
 TM0843  NAD 83(1986)-  48 47 02.13514(N)    112 44 10.09343(W) AD(       ) 2
 TM0843  NAD 27      -  48 47 02.19763(N)    112 44 06.81453(W) AD(       ) 2
 TM0843  NGVD 29 (07/19/86) 1420.9    (m)         4662.     (f) VERT ANG       
 TM0843
 TM0843.Superseded values are not recommended for survey control.
 TM0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0843.See file dsdata.txt to determine how the superseded data were derived.
 TM0843
 TM0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV7246904890(NAD 83)
 TM0843_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0843
 TM0843  HISTORY     - Date     Condition        Report By
 TM0843  HISTORY     - 1964     MONUMENTED       CGS
 TM0843
 TM0843                          STATION DESCRIPTION
 TM0843
 TM0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0843'THE STATION IS ABOUT 20-1/4 MILES NORTHEAST OF BROWNING, 21
 TM0843'MILES NORTHWEST OF CUT BANK, 15 MILES SOUTH OF THE UNITED
 TM0843'STATES-CANADA INTERNATIONAL BOUNDARY, ON THE SUMMIT OF A GRASS
 TM0843'COVERED HILL, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 TM0843'VICINITY.
 TM0843'
 TM0843'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TM0843'STATE HIGHWAY 444, ABOUT 15 MILES EAST OF BROWNING, GO NORTH
 TM0843'ON HIGHWAY 444 FOR 6.2 MILES TO THE END OF THE PAVEMENT.
 TM0843'CONTINUE NORTH ON A GRAVELED ROAD FOR 6.0 MILES TO A GRAVELED
 TM0843'ROAD ON THE LEFT AND A GATE ON THE RIGHT.  (THE AZIMUTH MARK IS
 TM0843'0.1 MILE NORTH OF THIS POINT) TURN RIGHT, PASS THROUGH THE
 TM0843'GATE AND GO EAST ON A TRACK ROAD FOR 0.9 MILE TO THE STATION.
 TM0843'
 TM0843'THE STATION MARK IS A STANDARD DISK, STAMPED COULEE 1964,
 TM0843'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0843'2 INCHES.  IT IS 5.7 FEET NORTHWEST OF A WITNESS POST.
 TM0843'
 TM0843'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COULEE NO 1 1964,
 TM0843'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 TM0843'INCHES.  IT IS 19.3 FEET EAST-SOUTHEAST OF THE WITNESS POST
 TM0843'AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 TM0843'
 TM0843'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COULEE NO 2 1964,
 TM0843'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 TM0843'INCHES.  IT IS 34.3 FEET WEST OF THE WITNESS POST AND ABOUT
 TM0843'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 TM0843'
 TM0843'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COULEE 1964,
 TM0843'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0843'8 INCHES.  IT IS 1.5 FEET EAST OF A NORTH-SOUTH FENCE, 2.0
 TM0843'FEET NORTHEAST OF A WITNESS POST AND 91.0 FEET EAST AND ABOUT
 TM0843'25 FEET HIGHER IN ELEVATION THAN THE CENTERLINE OF THE ROAD.
 TM0843'
 TM0843'USGS MARK IS A UNITED STATES GEOLOGICAL SURVEY BRASS CAP, BRADED
 TM0843'TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 14 INCHES.  THE
 TM0843'CAP IS NOT STAMPED.  IT IS 40.4 FEET NORTH OF THE WITNESS
 TM0843'POST AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 TM0843'THE MARK IS IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0631 ***********************************************************************
 TL0631  DESIGNATION -  COULEE
 TL0631  PID         -  TL0631
 TL0631  STATE/COUNTY-  MT/CHOUTEAU
 TL0631  USGS QUAD   -  BIG SANDY (1969)
 TL0631
 TL0631                         *CURRENT SURVEY CONTROL
 TL0631  ___________________________________________________________________
 TL0631* NAD 83(1992)-  48 14 36.77029(N)    110 06 12.58860(W)     ADJUSTED  
 TL0631* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 TL0631  ___________________________________________________________________
 TL0631  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 TL0631  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 TL0631
 TL0631  HORZ ORDER  -  THIRD
 TL0631
 TL0631.The horizontal coordinates were established by classical geodetic methods
 TL0631.and adjusted by the National Geodetic Survey in July 1992..
 TL0631
 TL0631.The orthometric height was scaled from a topographic map.
 TL0631
 TL0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0631
 TL0631.The geoid height was determined by GEOID03.
 TL0631
 TL0631;                    North         East     Units Scale Factor Converg.
 TL0631;SPC MT       -   443,937.871   555,193.495   MT  0.99962441   -0 26 29.3
 TL0631;SPC MT       - 1,456,489.08  1,821,500.97   iFT  0.99962441   -0 26 29.3
 TL0631;UTM  12      - 5,343,758.539   566,559.434   MT  0.99965443   +0 40 07.7
 TL0631
 TL0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0631!SPC MT       -   0.99986771  x   0.99962441  =   0.99949217
 TL0631!UTM  12      -   0.99986771  x   0.99965443  =   0.99952218
 TL0631
 TL0631:                Primary Azimuth Mark                     Grid Az
 TL0631:SPC MT       -  MILL                                     226 11 49.8
 TL0631:UTM  12      -  MILL                                     225 05 12.8
 TL0631
 TL0631|---------------------------------------------------------------------|
 TL0631| PID    Reference Object                     Distance      Geod. Az  |
 TL0631|                                                           dddmmss.s |
 TL0631| TL0639 MILL                                APPROX. 7.3 KM 2254520.5 |
 TL0631|---------------------------------------------------------------------|
 TL0631
 TL0631                          SUPERSEDED SURVEY CONTROL
 TL0631
 TL0631  NAD 83(1986)-  48 14 36.76778(N)    110 06 12.57230(W) AD(       ) 3
 TL0631  NAD 27      -  48 14 36.84012(N)    110 06 09.80010(W) AD(       ) 3
 TL0631
 TL0631.Superseded values are not recommended for survey control.
 TL0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0631.See file dsdata.txt to determine how the superseded data were derived.
 TL0631
 TL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU6655943759(NAD 83)
 TL0631_MARKER: Z = SEE DESCRIPTION
 TL0631_SETTING: 0 = UNSPECIFIED SETTING
 TL0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0631
 TL0631  HISTORY     - Date     Condition        Report By
 TL0631  HISTORY     - 1904     MONUMENTED       USGS
 TL0631
 TL0631                          STATION DESCRIPTION
 TL0631
 TL0631'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 TL0631'ON EAST BANK OF LONESOME LAKE COULEE, 6 MI. SW. OF BOX ELDER RAILROAD
 TL0631'STATION AND 2 MI. W. OF RAILROAD TRACK.
 TL0631'
 TL0631'STATION MARK - IRON BENCH MARK POST SET 40 IN. IN GROUND.
 TL0631'
 TL0631'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1173 ***********************************************************************
 SR1173  DESIGNATION -  COUNCIL
 SR1173  PID         -  SR1173
 SR1173  STATE/COUNTY-  MT/FERGUS
 SR1173  USGS QUAD   -  CHASE HILL (1964)
 SR1173
 SR1173                         *CURRENT SURVEY CONTROL
 SR1173  ___________________________________________________________________
 SR1173* NAD 83(1992)-  47 46 27.88050(N)    109 35 29.70309(W)     ADJUSTED  
 SR1173* NAVD 88     -       999.     (meters)    3278.     (feet)  SCALED    
 SR1173  ___________________________________________________________________
 SR1173  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 SR1173  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 SR1173
 SR1173  HORZ ORDER  -  THIRD
 SR1173
 SR1173.The horizontal coordinates were established by classical geodetic methods
 SR1173.and adjusted by the National Geodetic Survey in July 1992..
 SR1173
 SR1173.The orthometric height was scaled from a topographic map.
 SR1173
 SR1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1173
 SR1173.The geoid height was determined by GEOID03.
 SR1173
 SR1173;                    North         East     Units Scale Factor Converg.
 SR1173;SPC MT       -   391,629.420   593,139.318   MT  0.99948112   -0 04 01.2
 SR1173;SPC MT       - 1,284,873.43  1,945,995.14   iFT  0.99948112   -0 04 01.2
 SR1173;UTM  12      - 5,292,187.913   605,517.679   MT  0.99973682   +1 02 34.9
 SR1173
 SR1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1173!SPC MT       -   0.99984579  x   0.99948112  =   0.99932699
 SR1173!UTM  12      -   0.99984579  x   0.99973682  =   0.99958265
 SR1173
 SR1173                          SUPERSEDED SURVEY CONTROL
 SR1173
 SR1173  NAD 83(1986)-  47 46 27.87809(N)    109 35 29.68548(W) AD(       ) 3
 SR1173
 SR1173.Superseded values are not recommended for survey control.
 SR1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1173.See file dsdata.txt to determine how the superseded data were derived.
 SR1173
 SR1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT0551892188(NAD 83)
 SR1173_MARKER: DS = TRIANGULATION STATION DISK
 SR1173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1173
 SR1173  HISTORY     - Date     Condition        Report By
 SR1173  HISTORY     - 1889     MONUMENTED       MORC
 SR1173
 SR1173                          STATION DESCRIPTION
 SR1173
 SR1173'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SR1173'STATION IS ON THE LEFT BANK, ON A HIGH RIDGE WHICH SEPARATES THE BIG
 SR1173'VALLEY OPPOSITE JUDITH FROM BIRCH CREEK VALLEY, JUST BACK FROM SOME
 SR1173'COULEE HEADS, WHICH ARE FILLED WITH PINE TREES.
 SR1173'
 SR1173'STATION MARK--A STANDARD MORC MONUMENT WITH AN IRON PIPE AND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0387 ***********************************************************************
 SP0387  DESIGNATION -  COUNTY
 SP0387  PID         -  SP0387
 SP0387  STATE/COUNTY-  MT/RICHLAND
 SP0387  USGS QUAD   -  SULLIVAN COULEE (1983)
 SP0387
 SP0387                         *CURRENT SURVEY CONTROL
 SP0387  ___________________________________________________________________
 SP0387* NAD 83(1992)-  47 59 32.62965(N)    105 11 40.52971(W)     ADJUSTED  
 SP0387* NAVD 88     -       732.3    (meters)    2403.     (feet)  VERTCON   
 SP0387  ___________________________________________________________________
 SP0387  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 SP0387  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SP0387
 SP0387  HORZ ORDER  -  FIRST
 SP0387
 SP0387.The horizontal coordinates were established by classical geodetic methods
 SP0387.and adjusted by the National Geodetic Survey in July 1992..
 SP0387
 SP0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0387
 SP0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0387
 SP0387.The geoid height was determined by GEOID03.
 SP0387
 SP0387;                    North         East     Units Scale Factor Converg.
 SP0387;SPC MT       -   424,676.316   921,030.044   MT  0.99953923   +3 08 57.9
 SP0387;SPC MT       - 1,393,295.00  3,021,752.11   iFT  0.99953923   +3 08 57.9
 SP0387;UTM  13      - 5,315,473.516   485,482.213   MT  0.99960259   -0 08 40.5
 SP0387
 SP0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0387!SPC MT       -   0.99988796  x   0.99953923  =   0.99942724
 SP0387!UTM  13      -   0.99988796  x   0.99960259  =   0.99949059
 SP0387
 SP0387|---------------------------------------------------------------------|
 SP0387| PID    Reference Object                     Distance      Geod. Az  |
 SP0387|                                                           dddmmss.s |
 SP0387| CQ8155 COUNTY RM 2                          22.973 METERS 00020     |
 SP0387| CQ8154 COUNTY RM 1                          23.739 METERS 18018     |
 SP0387| CQ8153 COUNTY AZ MK                                       1812731.7 |
 SP0387| TH0673 POPLAR MUNICIPAL WATER TANK         APPROX.13.0 KM 3565520.4 |
 SP0387| TH0672 POPLAR LOURDES CATH CH SPIRE        APPROX.13.4 KM 3592011.7 |
 SP0387|---------------------------------------------------------------------|
 SP0387
 SP0387                          SUPERSEDED SURVEY CONTROL
 SP0387
 SP0387  NAD 83(1986)-  47 59 32.62800(N)    105 11 40.52464(W) AD(       ) 1
 SP0387  NAD 27      -  47 59 32.56440(N)    105 11 38.59218(W) AD(       ) 1
 SP0387  NGVD 29 (07/19/86)  731.7    (m)         2401.     (f) VERT ANG       
 SP0387
 SP0387.Superseded values are not recommended for survey control.
 SP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0387.See file dsdata.txt to determine how the superseded data were derived.
 SP0387
 SP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP8548215474(NAD 83)
 SP0387_MARKER: DS = TRIANGULATION STATION DISK
 SP0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0387
 SP0387  HISTORY     - Date     Condition        Report By
 SP0387  HISTORY     - 1948     MONUMENTED       CGS
 SP0387  HISTORY     - 1949     GOOD             CGS
 SP0387  HISTORY     - 1967     GOOD             CGS
 SP0387  HISTORY     - 1972     GOOD             USGS
 SP0387  HISTORY     - 1975     GOOD             USGS
 SP0387
 SP0387                          STATION DESCRIPTION
 SP0387
 SP0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 SP0387'THE STATION IS 8 MILES SOUTH OF POPLAR, ON THE MC CONE-RICHLAND
 SP0387'COUNTY LINE, AND IN THE N.W. 1/4 SEC. 19, T. 26 N., R. 51 E.  IT IS
 SP0387'31 FEET EAST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 13 FEET
 SP0387'NORTH OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 SP0387'STAMPED COUNTY 1948.  THE LAND IS OWNED BY OTTO NEWMANN.
 SP0387'
 SP0387'REFERENCE MARK NO. 1 IS 77.88 FEET SOUTH OF THE STATION.  IT IS 25
 SP0387'FEET EAST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD AND 1 FOOT
 SP0387'WEST OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 SP0387'STAMPED COUNTY NO 1 1948.
 SP0387'
 SP0387'REFERENCE MARK NO. 2 IS 75.37 FEET NORTH OF THE STATION.  IT IS 31
 SP0387'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD AND 1 FOOT
 SP0387'EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SP0387'COUNTY NO 2 1948.
 SP0387'
 SP0387'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION.  IT IS 30 FEET
 SP0387'WEST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD, 4 FEET NORTH OF
 SP0387'A WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6
 SP0387'INCHES AND THE DISK IS STAMPED COUNTY 1948.
 SP0387'
 SP0387'TO REACH THE STATION FROM THE BRIDGE SPANNING THE MISSOURI RIVER
 SP0387'WHICH IS 5 MILES SOUTHEAST OF WOLF POINT ON STATE HIGHWAY 13, GO
 SP0387'SOUTH ON HIGHWAY 13 FOR 2.3 MILES TO A CROSSROADS, TURN LEFT, GO
 SP0387'EASTERLY 9.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO SOUTH 2.3
 SP0387'MILES TO A CROSSROADS, TURN LEFT, GO 1.15 MILES TO A FORK, BEAR
 SP0387'RIGHT, GO 1.85 MILES TO A SCHOOL, CONTINUE STRAIGHT AHEAD, EAST, 3.1
 SP0387'MILES TO A CROSSROADS AT THE COUNTY LINE, TURN LEFT AND FOLLOW A
 SP0387'TRACK ROAD NORTH BETWEEN FENCE LINES FOR 0.1 MILE TO THE AZIMUTH MARK
 SP0387'ON THE LEFT, CONTINUE NORTH FOR 0.5 MILE TO THE STATION.
 SP0387
 SP0387                          STATION RECOVERY (1949)
 SP0387
 SP0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 SP0387'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 SP0387'THE DESCRIPTION WRITTEN IN 1948 WAS FOUND TO BE IN ERROR OF 1.0
 SP0387'MILE.  A NEW TO REACH FOLLOWS.
 SP0387'
 SP0387'TO REACH THE STATION FROM THE BRIDGE SPANNING THE MISSOURI RIVER
 SP0387'WHICH IS 5 MILES SOUTHEAST OF WOLF POINT ON STATE HIGHWAY 13, GO
 SP0387'SOUTH ON HIGHWAY 13 FOR 2.3 MILES TO A CROSSROAD, TURN LEFT, GO
 SP0387'EASTERLY 9.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO SOUTH 2.3
 SP0387'MILES TO A CROSSROADS, TURN LEFT, GO 2.15 MILES TO A FORK, BEAR
 SP0387'RIGHT, GO 1.85 MILES TO A SCHOOL, CONTINUE STRAIGHT AHEAD, EAST,
 SP0387'3.1 MILES TO A CROSSROADS AT THE COUNTY LINE.  TURN LEFT AND
 SP0387'FOLLOW A TRACK ROAD NORTH BETWEEN FENCE LINES FOR 0.1 MILE TO THE
 SP0387'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.5 MILE TO THE
 SP0387'STATION.
 SP0387
 SP0387                          STATION RECOVERY (1967)
 SP0387
 SP0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CFO)
 SP0387'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 SP0387'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 SP0387'
 SP0387'THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION.
 SP0387'
 SP0387'THE TO REACH FOR THIS STATION WAS NOT CHECKED AT THIS TIME.
 SP0387
 SP0387                          STATION RECOVERY (1972)
 SP0387
 SP0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (GEG)
 SP0387'FOUND IN GOOD CONDITION.
 SP0387'
 SP0387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MONTANA
 SP0387'SECONDARY HIGHWAY 480 WEST OF BROCKTON GO SOUTH ON HIGHWAY 480 FOR
 SP0387'3.10 MILES TO THE MISSOURI RIVER BRIDGE.  CONTINUE SOUTH ON A
 SP0387'GRAVEL RD FOR 1.60 MILES TO A T-RD NORTH.  TURN RIGHT AND GO WEST
 SP0387'ON THE MAIN GRAVEL RD FOR 7.60 MILES TO A T-RD EAST.  TURN LEFT
 SP0387'AND GO SOUTH ON THE MAIN ROAD FOR 6.35 MILES TO A T-RD NORTH.  TURN
 SP0387'RIGHT AND GO WEST ON GRAVEL ROAD 1.55 MILES TO A RIGHT OF WAY
 SP0387'LANE NORTH.  TURN RIGHT AND GO NORTH ON TRACK ROAD IN LANE FOR
 SP0387'0.50 MILE TO GATE.  GO THRU GATE AND CONTINUE NORTH FOR 0.10
 SP0387'MILE TO STATION IN NS FENCE ON RIGHT SIDE OF ROAD.
 SP0387'
 SP0387'DIRECTION AND DISTANCE--POPLAR SOUTH ABOUT 8.5 MILES.
 SP0387
 SP0387                          STATION RECOVERY (1975)
 SP0387
 SP0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SP0387'RECOVERED.
 SP0387'
 SP0387'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE MONUMENT,
 SP0387'AND STAMPED ---COUNTY 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0564 ***********************************************************************
 SQ0564  DESIGNATION -  COW BOY RESET
 SQ0564  PID         -  SQ0564
 SQ0564  STATE/COUNTY-  MT/PETROLEUM
 SQ0564  USGS QUAD   -  GERMAINE COULEE WEST (1965)
 SQ0564
 SQ0564                         *CURRENT SURVEY CONTROL
 SQ0564  ___________________________________________________________________
 SQ0564* NAD 83(1992)-  47 28 33.60821(N)    107 55 54.13739(W)     ADJUSTED  
 SQ0564* NAVD 88     -       813.3    (meters)    2668.     (feet)  VERTCON   
 SQ0564  ___________________________________________________________________
 SQ0564  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 SQ0564  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 SQ0564
 SQ0564  HORZ ORDER  -  SECOND
 SQ0564
 SQ0564.The horizontal coordinates were established by classical geodetic methods
 SQ0564.and adjusted by the National Geodetic Survey in July 1992..
 SQ0564
 SQ0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0564
 SQ0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0564
 SQ0564.The geoid height was determined by GEOID03.
 SQ0564
 SQ0564;                    North         East     Units Scale Factor Converg.
 SQ0564;SPC MT       -   359,648.381   718,138.955   MT  0.99942531   +1 08 50.0
 SQ0564;SPC MT       - 1,179,948.76  2,356,098.93   iFT  0.99942531   +1 08 50.0
 SQ0564;UTM  13      - 5,262,229.388   279,110.885   MT  1.00019965   -2 09 41.5
 SQ0564;UTM  12      - 5,262,626.855   731,179.680   MT  1.00025683   +2 15 44.3
 SQ0564
 SQ0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0564!SPC MT       -   0.99987492  x   0.99942531  =   0.99930030
 SQ0564!UTM  13      -   0.99987492  x   1.00019965  =   1.00007454
 SQ0564!UTM  12      -   0.99987492  x   1.00025683  =   1.00013172
 SQ0564
 SQ0564|---------------------------------------------------------------------|
 SQ0564| PID    Reference Object                     Distance      Geod. Az  |
 SQ0564|                                                           dddmmss.s |
 SQ0564| CQ5348 COW BOY RM 1                         34.208 METERS 08421     |
 SQ0564| SQ0563 FT MUSSELSHELL                        1.472 METERS 27358     |
 SQ0564| CQ5347 COW BOY AZ MK                                      3124215.1 |
 SQ0564|---------------------------------------------------------------------|
 SQ0564
 SQ0564                          SUPERSEDED SURVEY CONTROL
 SQ0564
 SQ0564  NAD 83(1986)-  47 28 33.60244(N)    107 55 54.12131(W) AD(       ) 2
 SQ0564  NAD 27      -  47 28 33.60900(N)    107 55 51.70900(W) AD(       ) 2
 SQ0564  NGVD 29 (07/19/86)  812.6    (m)         2666.     (f) VERT ANG       
 SQ0564
 SQ0564.Superseded values are not recommended for survey control.
 SQ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0564.See file dsdata.txt to determine how the superseded data were derived.
 SQ0564
 SQ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN7911162229(NAD 83)
 SQ0564_MARKER: DS = TRIANGULATION STATION DISK
 SQ0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SQ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0564+STABILITY: SURFACE MOTION
 SQ0564
 SQ0564  HISTORY     - Date     Condition        Report By
 SQ0564  HISTORY     - 1948     MONUMENTED       CGS
 SQ0564  HISTORY     - 1948     GOOD             USGS
 SQ0564
 SQ0564                          STATION DESCRIPTION
 SQ0564
 SQ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0564'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE MOUTH OF
 SQ0564'SODA CREEK, ABOUT 1.25 MILES WEST OF THE MISSOURI RIVER,
 SQ0564'AND 0.25 MILE NORTHWEST OF MUSSELSHELL RIVER.
 SQ0564'
 SQ0564'TO REACH FROM THE POST OFFICE IN WINNETT, GO EAST FOR 0.2
 SQ0564'MILE TO A GRAVELED ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND
 SQ0564'GO 0.6 MILE TO STATE HIGHWAY 18, CONTINUE STRAIGHT AHEAD ON
 SQ0564'GRAVELED ROAD FOR 2.8 MILES TO A FORK, TAKE LEFT FORK AND GO
 SQ0564'8.9 MILES TO THE END OF GRAVELED ROAD AND A SIDE ROAD RIGHT,
 SQ0564'TURN RIGHT AND CONTINUE ON MAIN TRAVELED ROAD FOR 17.3 MILES
 SQ0564'TO A T-ROAD, TURN RIGHT AND GO 0.8 MILE TO A SIDE ROAD LEFT,
 SQ0564'TURN LEFT AND GO 7.0 MILES TO A FORK, TAKE LEFT FORK AND GO
 SQ0564'0.6 MILE TO A FORK, TAKE RIGHT FORK AND GO 4.4 MILES TO A WIRE
 SQ0564'GATE, CONTINUE ON MAIN ROAD FOR 1.1 MILES TO A WIRE GATE
 SQ0564'AND A RANCH HOUSE ON RIGHT, PASS THROUGH GATE, TURN LEFT,
 SQ0564'AND GO 0.1 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 SQ0564'CONTINUE ON MAIN ROAD FOR 1.9 MILES TO A WIRE GATE, PASS
 SQ0564'THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 0.1 MILE TO A
 SQ0564'FORK, TAKE LEFT FORK AND GO 0.6 MILE TO A WIRE GATE, TURN LEFT
 SQ0564'THROUGH GATE AND GO 1.6 MILES TO A FORK, TAKE LEFT FORK AND
 SQ0564'GO 0.8 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.1 MILE TO
 SQ0564'A WIRE GATE, TURN RIGHT THROUGH GATE AND GO 0.3 MILE TO A
 SQ0564'FORK, TAKE RIGHT FORK AND GO 0.5 MILE TO A WIRE GATE,
 SQ0564'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 1.4 MILES TO A WIRE
 SQ0564'GATE, CONTINUE STRAIGHT AHEAD FOR 3.2 MILES TO A FORK, TAKE
 SQ0564'RIGHT FORK AND GO 0.15 MILE TO A WIRE GATE, PASS THROUGH
 SQ0564'GATE, TURN SHARP RIGHT THROUGH ANOTHER GATE AND GO 0.2 MILE
 SQ0564'ACROSS DAM TO A WIRE GATE, CONTINUE STRAIGHT AHEAD FOR 0.6
 SQ0564'MILE TO A WIRE GATE, CONTINUE ON MAIN ROAD FOR 1.4 MILES TO
 SQ0564'A WIRE GATE, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A
 SQ0564'WIRE GATE, CONTINUE ON MAIN ROAD FOR 3.2 MILES TO A DIM
 SQ0564'TRACK ROAD LEFT, TURN SHARP LEFT AND GO 0.1 MILE TO A WIRE
 SQ0564'GATE, CONTINUE ON TRACK ROAD FOR 1.1 MILES TO A FENCE CORNER
 SQ0564'ON RIGHT AND A STEEP HILL ON LEFT, BEAR RIGHT AROUND STEEP HILL
 SQ0564'TO TOP OF MAIN RIDGE, FOLLOW RIDGE FOR 3.3 MILES TO THE AZIMUTH
 SQ0564'MARK ON LEFT, CONTINUE STRAIGHT AHEAD ON RIDGE FOR 0.25 MILE
 SQ0564'TO STATION.
 SQ0564'
 SQ0564'STATION IS 11 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 SQ0564'STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP OF A
 SQ0564'12-INCH SQUARE CONCRETE POST.  THIS DISK WAS PLUMBED OVER A MORC
 SQ0564'STATION MARK.  THE SURFACE MARK PROJECTS 4 INCHES, AND THE
 SQ0564'DISK IS STAMPED COW BOY MORC 1948.
 SQ0564'
 SQ0564'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 SQ0564'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0564'3 INCHES, AND THE DISK IS STAMPED COW BOY MORC NO 1 1948.
 SQ0564'
 SQ0564'FORT MUSSELSHELL (USE), USED AS A SECOND REFERENCE MARK, IS
 SQ0564'1.439 METERS (4.72 FEET) WEST OF STATION BY A TRAVERSE CONNECTION.
 SQ0564'IT IS A U.S. ARMY CORPS OF ENGINEERS MAP CONTROL STATION MARK DISK
 SQ0564'SET IN THE TOP OF A 3-INCH IRON PIPE.  THE MARK PROJECTS 6
 SQ0564'INCHES, AND THE DISK IS STAMPED FT MUSSELSHELL.
 SQ0564'
 SQ0564'AZIMUTH MARK IS 0.4 MILE FROM STATION, ABOUT 100 YARDS EAST OF
 SQ0564'TRACK ROAD, AND 6 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 SQ0564'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 SQ0564'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 SQ0564'STAMPED COW BOY MORC 1948.
 SQ0564'
 SQ0564'TRIPP 1934 AND RIVERS (USE) WILL SEE FROM A 4-FOOT STAND.
 SQ0564
 SQ0564                          STATION RECOVERY (1948)
 SQ0564
 SQ0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 SQ0564'STATION MARK--STANDARD USC AND GS DISK STAMPED---COW BOY
 SQ0564'1948---, SET IN TOP OF 12 IN. SQUARE CONCRETE POST.  DISK WAS PLUMBED
 SQ0564'OVER A MORC STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1192 ***********************************************************************
 SR1192  DESIGNATION -  COW ISLAND
 SR1192  PID         -  SR1192
 SR1192  STATE/COUNTY-  MT/FERGUS
 SR1192  USGS QUAD   -  COW ISLAND (1954)
 SR1192
 SR1192                         *CURRENT SURVEY CONTROL
 SR1192  ___________________________________________________________________
 SR1192* NAD 83(1992)-  47 45 39.79403(N)    108 57 39.51884(W)     ADJUSTED  
 SR1192* NAVD 88     -       934.6    (meters)    3066.     (feet)  VERTCON   
 SR1192  ___________________________________________________________________
 SR1192  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 SR1192  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 SR1192
 SR1192  HORZ ORDER  -  THIRD
 SR1192
 SR1192.The horizontal coordinates were established by classical geodetic methods
 SR1192.and adjusted by the National Geodetic Survey in July 1992..
 SR1192
 SR1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1192
 SR1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1192
 SR1192.The geoid height was determined by GEOID03.
 SR1192
 SR1192;                    North         East     Units Scale Factor Converg.
 SR1192;SPC MT       -   390,280.007   640,388.732   MT  0.99947804   +0 23 39.5
 SR1192;SPC MT       - 1,280,446.22  2,101,012.90   iFT  0.99947804   +0 23 39.5
 SR1192;UTM  12      - 5,291,756.247   652,799.882   MT  0.99988691   +1 30 35.6
 SR1192
 SR1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1192!SPC MT       -   0.99985587  x   0.99947804  =   0.99933399
 SR1192!UTM  12      -   0.99985587  x   0.99988691  =   0.99974280
 SR1192
 SR1192                          SUPERSEDED SURVEY CONTROL
 SR1192
 SR1192  NAD 83(1986)-  47 45 39.79092(N)    108 57 39.50180(W) AD(       ) 3
 SR1192  NGVD 29 (06/01/92)  933.9    (m)         3064.     (f) VERT ANG       
 SR1192
 SR1192.Superseded values are not recommended for survey control.
 SR1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1192.See file dsdata.txt to determine how the superseded data were derived.
 SR1192
 SR1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT5280091756(NAD 83)
 SR1192_MARKER: DS = TRIANGULATION STATION DISK
 SR1192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1192_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1192
 SR1192  HISTORY     - Date     Condition        Report By
 SR1192  HISTORY     - 1885     MONUMENTED       MORC
 SR1192  HISTORY     - 1953     GOOD             USGS
 SR1192
 SR1192                          STATION DESCRIPTION
 SR1192
 SR1192'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SR1192'COW ISLAND IS ON THE RIGHT BANK, ON A HIGH POINT, THREE-FOURTHS OF
 SR1192'A MI. FROM THE RIVER JUST BELOW COW ISLAND.
 SR1192'
 SR1192'STATION RECOVERED BY USGS AS DESCRIBED.
 SR1192'
 SR1192'STATION MARK--STANDARD MORC MARK CAPPED ON 5 IN. IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1511 ***********************************************************************
 SS1511  DESIGNATION -  COWAN
 SS1511  PID         -  SS1511
 SS1511  STATE/COUNTY-  MT/JUDITH BASIN
 SS1511  USGS QUAD   -  CAYUSE BASIN (1995)
 SS1511
 SS1511                         *CURRENT SURVEY CONTROL
 SS1511  ___________________________________________________________________
 SS1511* NAD 83(1992)-  47 01 46.44111(N)    110 22 06.09424(W)     ADJUSTED  
 SS1511* NAVD 88     -      1856.9    (meters)    6092.     (feet)  VERTCON   
 SS1511  ___________________________________________________________________
 SS1511  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 SS1511  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 SS1511
 SS1511  HORZ ORDER  -  SECOND
 SS1511
 SS1511.The horizontal coordinates were established by classical geodetic methods
 SS1511.and adjusted by the National Geodetic Survey in July 1992..
 SS1511
 SS1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1511
 SS1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1511
 SS1511.The geoid height was determined by GEOID03.
 SS1511
 SS1511;                    North         East     Units Scale Factor Converg.
 SS1511;SPC MT       -   309,228.078   534,033.932   MT  0.99939268   -0 38 06.8
 SS1511;SPC MT       - 1,014,527.81  1,752,079.83   iFT  0.99939268   -0 38 06.8
 SS1511;UTM  12      - 5,208,643.365   547,994.267   MT  0.99962831   +0 27 43.9
 SS1511
 SS1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1511!SPC MT       -   0.99971088  x   0.99939268  =   0.99910373
 SS1511!UTM  12      -   0.99971088  x   0.99962831  =   0.99933929
 SS1511
 SS1511|---------------------------------------------------------------------|
 SS1511| PID    Reference Object                     Distance      Geod. Az  |
 SS1511|                                                           dddmmss.s |
 SS1511| CQ5349 COWAN RM 1                           11.047 METERS 09431     |
 SS1511| RW0499 MARY                                APPROX. 8.1 KM 1182525.5 |
 SS1511| CQ5350 COWAN RM 2                           13.158 METERS 28542     |
 SS1511|---------------------------------------------------------------------|
 SS1511
 SS1511                          SUPERSEDED SURVEY CONTROL
 SS1511
 SS1511  NAD 83(1986)-  47 01 46.43778(N)    110 22 06.07630(W) AD(       ) 2
 SS1511  NAD 27      -  47 01 46.56160(N)    110 22 03.31370(W) AD(       ) 2
 SS1511  NGVD 29 (07/19/86) 1855.9    (m)         6089.     (f) VERT ANG       
 SS1511
 SS1511.Superseded values are not recommended for survey control.
 SS1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1511.See file dsdata.txt to determine how the superseded data were derived.
 SS1511
 SS1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT4799408643(NAD 83)
 SS1511_MARKER: DS = TRIANGULATION STATION DISK
 SS1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1511
 SS1511  HISTORY     - Date     Condition        Report By
 SS1511  HISTORY     - 1961     MONUMENTED       CGS
 SS1511
 SS1511                          STATION DESCRIPTION
 SS1511
 SS1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1511'THE STATION IS LOCATED ABOUT 12 MILES WEST OF WINDHAM, 11-1/2
 SS1511'MILES SOUTHWEST OF STANFORD, AND ON THE MOST WESTERN KNOLL OF
 SS1511'THREE SMALL KNOLLS ON A HIGH PLATEAU.
 SS1511'
 SS1511'TO REACH THE STATION FROM THE POST OFFICE IN STANFORD, GO WEST
 SS1511'ON THE PAVED STREET FOR 0.2 MILE TO A T-INTERSECTION.  TURN LEFT,
 SS1511'SOUTH, AND FOLLOW THE PAVED STREET SOUTH AND SOUTHWEST FOR 0.5
 SS1511'MILE TO U.S. HIGHWAY 87.  TURN RIGHT, AND FOLLOW U.S. HIGHWAY
 SS1511'87 WESTERLY FOR 1.2 MILES TO A T-ROAD TO THE LEFT.  TURN LEFT,
 SS1511'SOUTH, AND FOLLOW THE GRAVELED ROAD FOR 4.1 MILES TO A Y-FORK
 SS1511'AND SIGN RUNNING WOLF CR.  TAKE THE LEFT FORK, SOUTH, AS PER
 SS1511'SIGN, FOR 6.8 MILES TO A WIRE GATE ON THE RIGHT, WEST, SIDE OF
 SS1511'THE ROAD.  THIS WIRE GATE IS IN THE NORTHEAST CORNER OF A
 SS1511'FENCE LINE AROUND A LOG CABIN.  TURN RIGHT, WEST, AND PASS
 SS1511'THROUGH THE GATE FOR 50 FEET TO A DIM Y-FORK.  TAKE THE
 SS1511'RIGHT FORK, AND FOLLOW THE SWITCHBACK, TRACK ROAD
 SS1511'NORTHERLY FOR 1.6 MILES TO THE TOP OF THE PLATEAU AND A DIM
 SS1511'Y-FORK.  THIS IS JUST BEFORE REACHING AN ABANDONED LOG CABIN.
 SS1511'TAKE THE RIGHT FORK, NORTHERLY, FOR 0.3 MILE TO THE END OF THE
 SS1511'TRACK ROAD.  TURN LEFT, AND GO NORTHWEST, ACROSS COUNTRY,
 SS1511'FOR 0.7 MILE TO THE HIGHEST POINT IN THE GENERAL VICINITY
 SS1511'AND THE STATION.
 SS1511'
 SS1511'THE STATION MARK, STAMPED COWAN 1961, IS A STANDARD DISK SET IN
 SS1511'THE TOP OF A 12 INCH SQUARE, CONCRETE POST THAT IS FLUSH WITH
 SS1511'THE GROUND.
 SS1511'
 SS1511'REFERENCE MARK NO. 1, STAMPED COWAN NO 1 1961, IS A STANDARD
 SS1511'DISK SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST THAT IS
 SS1511'FLUSH WITH THE GROUND AND ABOUT 5 FEET LOWER THAN THE STATION.
 SS1511'
 SS1511'REFERENCE MARK NO. 2, STAMPED COWAN NO 2 1961, IS A STANDARD
 SS1511'DISK SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST THAT IS
 SS1511'FLUSH WITH THE GROUND AND ABOUT 6 FEET LOWER THAN THE STATION.
 SS1511'
 SS1511'TRIANGULATION STATION MARY CAN BE USED FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0589 ***********************************************************************
 RU0589  DESIGNATION -  COX
 RU0589  PID         -  RU0589
 RU0589  STATE/COUNTY-  MT/ROSEBUD
 RU0589  USGS QUAD   -  SANDERS (1984)
 RU0589
 RU0589                         *CURRENT SURVEY CONTROL
 RU0589  ___________________________________________________________________
 RU0589* NAD 83(1992)-  46 19 38.51910(N)    107 00 11.25343(W)     ADJUSTED  
 RU0589* NAVD 88     -       905.4    (meters)    2970.     (feet)  VERTCON   
 RU0589  ___________________________________________________________________
 RU0589  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 RU0589  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 RU0589
 RU0589  HORZ ORDER  -  SECOND
 RU0589
 RU0589.The horizontal coordinates were established by classical geodetic methods
 RU0589.and adjusted by the National Geodetic Survey in July 1992..
 RU0589
 RU0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0589
 RU0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0589
 RU0589.The geoid height was determined by GEOID03.
 RU0589
 RU0589;                    North         East     Units Scale Factor Converg.
 RU0589;SPC MT       -   233,910.917   792,136.584   MT  0.99946359   +1 49 35.3
 RU0589;SPC MT       -   767,424.27  2,598,873.31   iFT  0.99946359   +1 49 35.3
 RU0589;UTM  13      - 5,132,371.081   345,812.014   MT  0.99989224   -1 26 56.9
 RU0589
 RU0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0589!SPC MT       -   0.99986044  x   0.99946359  =   0.99932410
 RU0589!UTM  13      -   0.99986044  x   0.99989224  =   0.99975269
 RU0589
 RU0589:                Primary Azimuth Mark                     Grid Az
 RU0589:SPC MT       -  ERICKSON                                 054 16 26.2
 RU0589:UTM  13      -  ERICKSON                                 057 32 58.4
 RU0589
 RU0589|---------------------------------------------------------------------|
 RU0589| PID    Reference Object                     Distance      Geod. Az  |
 RU0589|                                                           dddmmss.s |
 RU0589| RU0570 ERICKSON                            APPROX. 7.3 KM 0560601.5 |
 RU0589| CQ5354 COX RM 1                             16.218 METERS 06418     |
 RU0589| CQ5355 COX RM 2                             15.669 METERS 16338     |
 RU0589|---------------------------------------------------------------------|
 RU0589
 RU0589                          SUPERSEDED SURVEY CONTROL
 RU0589
 RU0589  NAD 83(1986)-  46 19 38.51120(N)    107 00 11.22669(W) AD(       ) 2
 RU0589  NAD 27      -  46 19 38.54801(N)    107 00 09.04170(W) AD(       ) 2
 RU0589  NGVD 29 (07/19/86)  904.8    (m)         2968.     (f) VERT ANG       
 RU0589
 RU0589.Superseded values are not recommended for survey control.
 RU0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0589.See file dsdata.txt to determine how the superseded data were derived.
 RU0589
 RU0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM4581232371(NAD 83)
 RU0589_MARKER: DD = SURVEY DISK
 RU0589_SETTING: 0 = UNSPECIFIED SETTING
 RU0589
 RU0589  HISTORY     - Date     Condition        Report By
 RU0589  HISTORY     - 1971     MONUMENTED       USGS
 RU0589
 RU0589                          STATION DESCRIPTION
 RU0589
 RU0589'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (EGE)
 RU0589'THE STATION IS LOCATED DUE SOUTH, ABOUT 4 MILES AIRLINE DISTANCE
 RU0589'FROM VANANDA, MONTANA, ON A BARE RIDGE 0.3 MILE EAST OF A GRAVEL
 RU0589'PIT IN SECTION 29, TOWNSHIP 7 NORTH, RANGE 38 EAST, ON LAND
 RU0589'OWNED BY J. A. COX.
 RU0589'
 RU0589'TO REACH FROM VANANDA, MONTANA, AT THE INTERSECTION OF
 RU0589'U.S HIGHWAY 12 AND A GRAVEL ROAD SOUTH, PROCEED SOUTH ACROSS
 RU0589'RAILROAD TRACK ON GRAVEL ROAD 2.6 MILES TO A ROAD FORK AT A
 RU0589'CATTLEGUARD.  TAKE LEFT FORK AND PROCEED SOUTH ON GOOD TRACK
 RU0589'ROAD 1.1 MILES TO A ROAD FORK.  TAKE RIGHT FORK AND PROCEED
 RU0589'SOUTHERLY 0.6 MILES TO A T-ROAD EAST, CONTINUE STRAIGHT SOUTH,
 RU0589'AND PROCEED SOUTH AND EAST THROUGH GRAVEL PIT 0.3 MILES TO
 RU0589'STATION ON RIGHT.  STATION IS 46 FEET SOUTH OF TRACK ROAD AND 10
 RU0589'FEET WEST OF WITNESS SIGN ON METAL POST.
 RU0589'
 RU0589'STATION AND REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED TO
 RU0589'COPPER COATED STEEL RODS, DRIVEN TO REFUSAL AT THE DEPTHS
 RU0589'INDICATED, AND CENTERED IN GRAVEL FILLED ORANGEBURG TILES WHICH
 RU0589'ARE 6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH
 RU0589'THE GROUND.
 RU0589'
 RU0589'STATION MARK--THE ROD WAS DRIVEN 15 FEET, THE TABLET IS STAMPED
 RU0589'COX ET 1971.
 RU0589'
 RU0589'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 10 FEET, THE TABLET IS
 RU0589'STAMPED COX ET 1971 NO. 1.
 RU0589'
 RU0589'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 7.5 FEET, THE TABLET
 RU0589'IS STAMPED COX ET 1971 NO. 2.
 RU0589'
 RU0589'STATION ERICKSON ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 RU0589'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 RU0589'
 RU0589'ALL OBSERVATIONS WERE MADE FROM STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1556 ***********************************************************************
 SS1556  DESIGNATION -  COX
 SS1556  PID         -  SS1556
 SS1556  STATE/COUNTY-  MT/CHOUTEAU
 SS1556  USGS QUAD   -  FORT BENTON NW (1964)
 SS1556
 SS1556                         *CURRENT SURVEY CONTROL
 SS1556  ___________________________________________________________________
 SS1556* NAD 83(1992)-  47 57 23.41578(N)    110 42 30.66198(W)     ADJUSTED  
 SS1556* NAVD 88     -       949.0    (meters)    3114.     (feet)  VERTCON   
 SS1556  ___________________________________________________________________
 SS1556  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 SS1556  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 SS1556
 SS1556  HORZ ORDER  -  THIRD
 SS1556
 SS1556.The horizontal coordinates were established by classical geodetic methods
 SS1556.and adjusted by the National Geodetic Survey in July 1992..
 SS1556
 SS1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1556
 SS1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1556
 SS1556.The geoid height was determined by GEOID03.
 SS1556
 SS1556;                    North         East     Units Scale Factor Converg.
 SS1556;SPC MT       -   412,557.882   509,784.318   MT  0.99952865   -0 53 02.5
 SS1556;SPC MT       - 1,353,536.36  1,672,520.73   iFT  0.99952865   -0 53 02.5
 SS1556;UTM  12      - 5,311,506.994   521,761.566   MT  0.99960582   +0 12 59.3
 SS1556
 SS1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1556!SPC MT       -   0.99985366  x   0.99952865  =   0.99938238
 SS1556!UTM  12      -   0.99985366  x   0.99960582  =   0.99945954
 SS1556
 SS1556:                Primary Azimuth Mark                     Grid Az
 SS1556:SPC MT       -  WATSON                                   052 43 17.1
 SS1556:UTM  12      -  WATSON                                   051 37 15.3
 SS1556
 SS1556|---------------------------------------------------------------------|
 SS1556| PID    Reference Object                     Distance      Geod. Az  |
 SS1556|                                                           dddmmss.s |
 SS1556| TL0655 WATSON                              APPROX. 8.6 KM 0515014.6 |
 SS1556|---------------------------------------------------------------------|
 SS1556
 SS1556                          SUPERSEDED SURVEY CONTROL
 SS1556
 SS1556  NAD 83(1986)-  47 57 23.41133(N)    110 42 30.64044(W) AD(       ) 3
 SS1556  NAD 27      -  47 57 23.52438(N)    110 42 27.85305(W) AD(       ) 3
 SS1556  NGVD 29 (07/19/86)  948.1    (m)         3111.     (f) VERT ANG       
 SS1556
 SS1556.Superseded values are not recommended for survey control.
 SS1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1556.See file dsdata.txt to determine how the superseded data were derived.
 SS1556
 SS1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU2176211507(NAD 83)
 SS1556_MARKER: DD = SURVEY DISK
 SS1556_SETTING: 0 = UNSPECIFIED SETTING
 SS1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1556
 SS1556  HISTORY     - Date     Condition        Report By
 SS1556  HISTORY     - 1952     MONUMENTED       USGS
 SS1556
 SS1556                          STATION DESCRIPTION
 SS1556
 SS1556'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SS1556'STATION LIES ABOUT 9.0 MI. N. AND 2.0 MI. W. OF FT.BENTON, MONTANA, IN
 SS1556'SEC. 4 T.25 N., R.8 E.
 SS1556'
 SS1556'TO REACH STATION FROM THE RAILROAD STATION IN FT. BENTON, PROCEED N.,
 SS1556'ON A SURFACED RD. 1.8 MI. TO U.S. HIGHWAY 87, CONTINUE STRAIGHT AHEAD
 SS1556'NW. ON A GRAVELED RD. 7.3 MI. TO A JUNCTION, THEN TURN LEFT W. 1.6 MI.
 SS1556'TO A T-RD. AND GATE, GO THRU GATE AND PROCEED 0.8 MI. ALONG TRACK RD.,
 SS1556'LEAVE RD. AND BEAR RIGHT NE. 0.1 MI. ACROSS PASTURE TO TOP OF RIDGE
 SS1556'AND FENCE LINE, STATION IS 6 FT. S. OF FENCE LINE.
 SS1556'
 SS1556'STATION MARK - STANDARD TABLET SET IN A CONCRETE POST STAMPED,
 SS1556'---COX 1952--- PROJECTING 5 IN. ABOVE GROUND.
 SS1556'
 SS1556'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0763 ***********************************************************************
 TH0763  DESIGNATION -  COY
 TH0763  PID         -  TH0763
 TH0763  STATE/COUNTY-  MT/SHERIDAN
 TH0763  USGS QUAD   -  FOUR BUTTES NE (1973)
 TH0763
 TH0763                         *CURRENT SURVEY CONTROL
 TH0763  ___________________________________________________________________
 TH0763* NAD 83(1992)-  48 59 49.62577(N)    105 31 02.57705(W)     ADJUSTED  
 TH0763* NAVD 88     -       840.     (meters)    2756.     (feet)  SCALED    
 TH0763  ___________________________________________________________________
 TH0763  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 TH0763  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TH0763
 TH0763  HORZ ORDER  -  THIRD
 TH0763
 TH0763.The horizontal coordinates were established by classical geodetic methods
 TH0763.and adjusted by the National Geodetic Survey in July 1992..
 TH0763
 TH0763.The orthometric height was scaled from a topographic map.
 TH0763
 TH0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0763
 TH0763.The geoid height was determined by GEOID03.
 TH0763
 TH0763;                    North         East     Units Scale Factor Converg.
 TH0763;SPC MT       -   534,954.650   891,305.998   MT  0.99999823   +2 54 47.9
 TH0763;SPC MT       - 1,755,100.56  2,924,232.28   iFT  0.99999823   +2 54 47.9
 TH0763;UTM  13      - 5,427,264.386   462,155.224   MT  0.99961759   -0 23 25.7
 TH0763
 TH0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0763!SPC MT       -   0.99987114  x   0.99999823  =   0.99986937
 TH0763!UTM  13      -   0.99987114  x   0.99961759  =   0.99948878
 TH0763
 TH0763:                Primary Azimuth Mark                     Grid Az
 TH0763:SPC MT       -  NICE                                     139 47 45.7
 TH0763:UTM  13      -  NICE                                     143 05 59.3
 TH0763
 TH0763|---------------------------------------------------------------------|
 TH0763| PID    Reference Object                     Distance      Geod. Az  |
 TH0763|                                                           dddmmss.s |
 TH0763| TH0874 NICE                                APPROX. 3.2 KM 1424233.6 |
 TH0763| TH0816 BOUNDARY MON 535 CD US              288.601 METERS 34520     |
 TH0763|---------------------------------------------------------------------|
 TH0763
 TH0763                          SUPERSEDED SURVEY CONTROL
 TH0763
 TH0763  NAD 83(1986)-  48 59 49.62622(N)    105 31 02.57755(W) AD(       ) 3
 TH0763
 TH0763.Superseded values are not recommended for survey control.
 TH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0763.See file dsdata.txt to determine how the superseded data were derived.
 TH0763
 TH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ6215527264(NAD 83)
 TH0763_MARKER: DD = SURVEY DISK
 TH0763_SETTING: 0 = UNSPECIFIED SETTING
 TH0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0763
 TH0763  HISTORY     - Date     Condition        Report By
 TH0763  HISTORY     - 1911     MONUMENTED       IBC
 TH0763
 TH0763                          STATION DESCRIPTION
 TH0763
 TH0763'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0763'ON A RIDGE, SOUTH ABOUT 300 METERS FROM, AND APPROXIMATELY AT THE
 TH0763'SAME ELEVATION AS, INTERNATIONAL BOUNDARY MONUMENT 535.
 TH0763'
 TH0763'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TH0763'CONCRETE PIER.  ONE REFERENCE MARK IS A CAIRN 4.35 METERS FROM THE
 TH0763'STATION IN BEARING 280 DEGREES.  A SECOND REFERENCE MARK IS A CROSS
 TH0763'IN A GRAY ROCK 8.51 METERS FROM THE STATION IN BEARING 265 DEGREES.
 TH0763'A THIRD REFERENCE MARK IS A CROSSED ARROW ON A PARTLY BURIED RED
 TH0763'DISKED - SHAPED ROCK 7.85 METERS FROM THE STATION IN BEARING 105
 TH0763'DEGREES.  A FOURTH REFERENCE MARK IS AN ARROW ON A BLACK ROCK 7.79
 TH0763'METERS FROM THE STATION IN BEARING 45 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0801 ***********************************************************************
 TM0801  DESIGNATION -  COYOTE
 TM0801  PID         -  TM0801
 TM0801  STATE/COUNTY-  MT/GLACIER
 TM0801  USGS QUAD   -  DEAD INDIAN SPRING (1968)
 TM0801
 TM0801                         *CURRENT SURVEY CONTROL
 TM0801  ___________________________________________________________________
 TM0801* NAD 83(1992)-  48 51 03.34256(N)    112 22 57.28673(W)     ADJUSTED  
 TM0801* NAVD 88     -      1261.0    (meters)    4137.     (feet)  VERTCON   
 TM0801  ___________________________________________________________________
 TM0801  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 TM0801  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 TM0801
 TM0801  HORZ ORDER  -  SECOND
 TM0801
 TM0801.The horizontal coordinates were established by classical geodetic methods
 TM0801.and adjusted by the National Geodetic Survey in July 1992..
 TM0801
 TM0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0801
 TM0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0801
 TM0801.The geoid height was determined by GEOID03.
 TM0801
 TM0801;                    North         East     Units Scale Factor Converg.
 TM0801;SPC MT       -   515,182.335   388,514.144   MT  0.99991175   -2 06 31.0
 TM0801;SPC MT       - 1,690,230.76  1,274,652.70   iFT  0.99991175   -2 06 31.0
 TM0801;UTM  12      - 5,411,805.975   398,574.493   MT  0.99972638   -1 02 28.2
 TM0801
 TM0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0801!SPC MT       -   0.99980474  x   0.99991175  =   0.99971651
 TM0801!UTM  12      -   0.99980474  x   0.99972638  =   0.99953118
 TM0801
 TM0801:                Primary Azimuth Mark                     Grid Az
 TM0801:SPC MT       -  COYOTE AZ MK                             035 58 39.4
 TM0801:UTM  12      -  COYOTE AZ MK                             034 54 36.6
 TM0801
 TM0801|---------------------------------------------------------------------|
 TM0801| PID    Reference Object                     Distance      Geod. Az  |
 TM0801|                                                           dddmmss.s |
 TM0801| CN4174 COYOTE AZ MK                                       0335208.4 |
 TM0801| CN4175 COYOTE RM 1                          11.345 METERS 06455     |
 TM0801| TM0800 MONTANA PWR CO MICROWAVE MAST       APPROX.12.7 KM 1305315.0 |
 TM0801| TM0799 MOUNTAIN STS TT CO MICROWAVE        APPROX. 8.5 KM 1410255.7 |
 TM0801| CN4176 COYOTE RM 2                           8.224 METERS 31103     |
 TM0801|---------------------------------------------------------------------|
 TM0801
 TM0801                          SUPERSEDED SURVEY CONTROL
 TM0801
 TM0801  NAD 83(1986)-  48 51 03.34856(N)    112 22 57.28001(W) AD(       ) 2
 TM0801  NAD 27      -  48 51 03.38972(N)    112 22 54.05927(W) AD(       ) 2
 TM0801  NGVD 29 (07/19/86) 1259.9    (m)         4134.     (f) VERT ANG       
 TM0801
 TM0801.Superseded values are not recommended for survey control.
 TM0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0801.See file dsdata.txt to determine how the superseded data were derived.
 TM0801
 TM0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV9857411806(NAD 83)
 TM0801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0801
 TM0801  HISTORY     - Date     Condition        Report By
 TM0801  HISTORY     - 1964     MONUMENTED       CGS
 TM0801
 TM0801                          STATION DESCRIPTION
 TM0801
 TM0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0801'THE STATION IS ABOUT 16 MILES NORTH OF CUT BANK, 10 MILES SOUTH OF
 TM0801'THE INTERNATIONAL BOUNDARY LINE, 3 MILES WEST OF STATE HIGHWAY 213,
 TM0801'ON THE WEST END OF AN EAST-WEST LOW FLAT TOPPED RIDGE.
 TM0801'
 TM0801'TO REACH THE STATION FROM THE POST OFFICE IN CUT BANK, GO NORTH
 TM0801'ON CENTRAL AVENUE FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY
 TM0801'2 AND STATE HIGHWAY 213.  CONTINUE NORTH ON STATE HIGHWAY 213
 TM0801'FOR 7.4 MILES TO THE JUNCTION OF STATE HIGHWAY 483 ON THE LEFT.
 TM0801'CONTINUE AHEAD ON STATE HIGHWAY 213 FOR 6.9 MILES TO A GRAVELED
 TM0801'SIDE ROAD ON THE LEFT (THIS IS 0.1 MILE BEFORE REACHING A FARM
 TM0801'HOUSE ON THE LEFT).  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 TM0801'2.35 MILES TO WHERE THE ROAD CURVES TO THE RIGHT, CONTINUE ON
 TM0801'GRAVELED ROAD, NORTHWEST, FOR 0.9 MILE TO WHERE THE ROAD
 TM0801'CURVES BACK TO THE RIGHT AND A TRACK ROAD ON THE RIGHT.  TURN
 TM0801'RIGHT AND GO EAST ON TRACK ROAD FOR 0.3 MILE TO THE TOP OF THE
 TM0801'RIDGE AND THE STATION.
 TM0801'
 TM0801'THE STATION MARK IS A STANDARD DISK, STAMPED COYOTE 1964, SET IN
 TM0801'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING 4
 TM0801'INCHES.  IT IS 49 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD
 TM0801'AND 4.6 FEET NORTH OF A WITNESS POST.
 TM0801'
 TM0801'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COYOTE NO 1 1964,
 TM0801'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TM0801'4 INCHES.  IT IS 45 FEET NORTH OF THE CENTERLINE OF THE TRACK
 TM0801'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 TM0801'
 TM0801'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COYOTE NO 2 1964,
 TM0801'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TM0801'4 INCHES.  IT IS 77 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD
 TM0801'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TM0801'
 TM0801'AZIMUTH MARK IS A STANDARD DISK, STAMPED COYOTE 1964, SET IN THE
 TM0801'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING 4 INCHES.
 TM0801'IT IS 2.5 FEET SOUTHWEST OF A WITNESS POST.  TO REACH THE MARK
 TM0801'FROM THE STATION, GO NORTHWEST, CROSS COUNTRY FOR 0.25 MILE TO THE
 TM0801'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0623 ***********************************************************************
 TJ0623  DESIGNATION -  COYOTE
 TJ0623  PID         -  TJ0623
 TJ0623  STATE/COUNTY-  MT/VALLEY
 TJ0623  USGS QUAD   -  MILLER COULEE WEST (1985)
 TJ0623
 TJ0623                         *CURRENT SURVEY CONTROL
 TJ0623  ___________________________________________________________________
 TJ0623* NAD 83(1992)-  48 07 03.34426(N)    106 53 24.74754(W)     ADJUSTED  
 TJ0623* NAVD 88     -       758.9    (meters)    2490.     (feet)  VERTCON   
 TJ0623  ___________________________________________________________________
 TJ0623  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 TJ0623  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TJ0623
 TJ0623  HORZ ORDER  -  THIRD
 TJ0623
 TJ0623.The horizontal coordinates were established by classical geodetic methods
 TJ0623.and adjusted by the National Geodetic Survey in July 1992..
 TJ0623
 TJ0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0623
 TJ0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0623
 TJ0623.The geoid height was determined by GEOID03.
 TJ0623
 TJ0623;                    North         East     Units Scale Factor Converg.
 TJ0623;SPC MT       -   433,001.355   794,195.964   MT  0.99957924   +1 54 32.7
 TJ0623;SPC MT       - 1,420,608.12  2,605,629.80   iFT  0.99957924   +1 54 32.7
 TJ0623;UTM  13      - 5,331,098.573   359,322.488   MT  0.99984317   -1 24 27.1
 TJ0623
 TJ0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0623!SPC MT       -   0.99988368  x   0.99957924  =   0.99946297
 TJ0623!UTM  13      -   0.99988368  x   0.99984317  =   0.99972687
 TJ0623
 TJ0623:                Primary Azimuth Mark                     Grid Az
 TJ0623:SPC MT       -  26 DHW                                   073 10 12.9
 TJ0623:UTM  13      -  26 DHW                                   076 29 12.7
 TJ0623
 TJ0623|---------------------------------------------------------------------|
 TJ0623| PID    Reference Object                     Distance      Geod. Az  |
 TJ0623|                                                           dddmmss.s |
 TJ0623| TJ0621 26 DHW                              APPROX. 5.1 KM 0750445.6 |
 TJ0623|---------------------------------------------------------------------|
 TJ0623
 TJ0623                          SUPERSEDED SURVEY CONTROL
 TJ0623
 TJ0623  NAD 83(1986)-  48 07 03.34069(N)    106 53 24.73869(W) AD(       ) 3
 TJ0623  NAD 27      -  48 07 03.28483(N)    106 53 22.51886(W) AD(       ) 3
 TJ0623  NGVD 29 (07/19/86)  758.2    (m)         2488.     (f) VERT ANG       
 TJ0623
 TJ0623.Superseded values are not recommended for survey control.
 TJ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0623.See file dsdata.txt to determine how the superseded data were derived.
 TJ0623
 TJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP5932231099(NAD 83)
 TJ0623_MARKER: DD = SURVEY DISK
 TJ0623_SETTING: 80 = SET IN A BOULDER
 TJ0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0623+STABILITY: SURFACE MOTION
 TJ0623
 TJ0623  HISTORY     - Date     Condition        Report By
 TJ0623  HISTORY     - 1957     MONUMENTED       USGS
 TJ0623
 TJ0623                          STATION DESCRIPTION
 TJ0623
 TJ0623'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TJ0623'STATION LOCATED ABOUT 12 MI. W. OF AND 5.5 MI. S. OF GLASGOW, 484 FT.
 TJ0623'NW. OF THE 1/4 CORNER, SECTIONS 1 AND 12, T.27 N., R.37 E., AT THE
 TJ0623'HIGHEST POINT OF THE HIGHEST TOP IN VICINITY, ON RIDGE BETWEEN BRAZIL
 TJ0623'AND BEAVER CREEKS AND BETWEEN HEAD OF COYOTE AND SAGE HEN CREEKS.
 TJ0623'
 TJ0623'TO REACH STATION FROM GLASGOW POST OFFICE, GO SE. ALONG SIXTH STREET
 TJ0623'S., 0.2 MI. TO SIXTH AVE. S., TURN RIGHT AND PROCEED SW. ON SIXTH AVE.
 TJ0623'S., OUT OF TOWN AND ALONG MAIN GRAVELED RD. 0.7 MI., CROSSING MILK
 TJ0623'RIVER BRIDGE, CONTINUE ON MAIN GRAVELED RD., S. 0.9 MI. TO T-RD.W.,
 TJ0623'CONTINUE S. -STRAIGHT AHEAD- 1.1 MI. TO Y-RD., TAKE RIGHT FORK,
 TJ0623'CROSSING IRRIGATION CANAL AND CONTINUE S. ON MAIN GRAVELED RD. 1.5 MI.
 TJ0623'THEN W. 3.1 MI., THEN S. 1.0 MI. TO Y-RD., TAKE LEFT FORK AND CONTINUE
 TJ0623'SOUTHERLY ALONG DIRT RD.,1.7 MI. TO RD. FORK, TURN RIGHT AND PROCEED
 TJ0623'WESTERLY 0.7 MI. TO GATE, PASS THRU GATE AND GO NW. 0.2 MI. TO SECOND
 TJ0623'GATE,PASS THRU GATE AND FOLLOW ON MAIN TRACK RD., KEEPING ALWAYS TO
 TJ0623'THE TOP OF RIDGE, 4.3 MI. TO GATE, PASS THRU GATE, ACROSS SADDLE AND
 TJ0623'FOLLOW TRACK RD. ALONG RIDGE 3.0 MI. TO HIGHEST TOP IN VICINITY AND
 TJ0623'STATION, 30 FT. NE. OF RD.
 TJ0623'
 TJ0623'STATION MARK - STANDARD TABLET CEMENTED IN IMBEDDED 1 1/2 FT. X 2 FT.
 TJ0623'LIMESTONE BOULDER, SET FLUSH WITH GROUND, STAMPED ---COYOTE 1957---.
 TJ0623'
 TJ0623'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TOP OF CEDAR POST
 TJ0623'PROJECTING 1.4 FT. AND SET 26.68 FT. FROM STATION, N 41 DEG 24 MIN E.
 TJ0623'
 TJ0623'REFERENCE MARK NO.2 - A 1/2 IN. REINFORCING ROD PROJECTING 1.0 FT.SET
 TJ0623'37.78 FT. FROM STATION, S 51 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0943 ***********************************************************************
 TM0943  DESIGNATION -  CRACKER
 TM0943  PID         -  TM0943
 TM0943  STATE/COUNTY-  MT/GLACIER
 TM0943  USGS QUAD   -  LOGAN PASS (1968)
 TM0943
 TM0943                         *CURRENT SURVEY CONTROL
 TM0943  ___________________________________________________________________
 TM0943* NAD 83(1992)-  48 43 55.39345(N)    113 38 17.17526(W)     ADJUSTED  
 TM0943* NAVD 88     -      2297.03   (+/-2cm)    7536.2    (feet)  VERTCON   
 TM0943  ___________________________________________________________________
 TM0943  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 TM0943  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 TM0943
 TM0943  HORZ ORDER  -  FIRST
 TM0943  VERT ORDER  -  THIRD ? (See Below)
 TM0943
 TM0943.The horizontal coordinates were established by classical geodetic methods
 TM0943.and adjusted by the National Geodetic Survey in July 1992..
 TM0943
 TM0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0943.The vertical order pertains to the NGVD 29 superseded value.
 TM0943
 TM0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0943
 TM0943.The geoid height was determined by GEOID03.
 TM0943
 TM0943;                    North         East     Units Scale Factor Converg.
 TM0943;SPC MT       -   506,110.614   295,774.929   MT  0.99984640   -3 01 37.3
 TM0943;SPC MT       - 1,660,467.89    970,390.19   iFT  0.99984640   -3 01 37.3
 TM0943;UTM  12      - 5,401,027.927   306,018.306   MT  1.00006231   -1 59 00.6
 TM0943
 TM0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0943!SPC MT       -   0.99964235  x   0.99984640  =   0.99948881
 TM0943!UTM  12      -   0.99964235  x   1.00006231  =   0.99970464
 TM0943
 TM0943:                Primary Azimuth Mark                     Grid Az
 TM0943:SPC MT       -  CROSSLEY                                 332 34 39.4
 TM0943:UTM  12      -  CROSSLEY                                 331 32 02.7
 TM0943
 TM0943|---------------------------------------------------------------------|
 TM0943| PID    Reference Object                     Distance      Geod. Az  |
 TM0943|                                                           dddmmss.s |
 TM0943| TM0946 CROSSLEY                            APPROX.19.8 KM 3293302.1 |
 TM0943|---------------------------------------------------------------------|
 TM0943
 TM0943                          SUPERSEDED SURVEY CONTROL
 TM0943
 TM0943  NAD 83(1986)-  48 43 55.39566(N)    113 38 17.17547(W) AD(       ) 1
 TM0943  NAD 27      -  48 43 55.47600(N)    113 38 13.76800(W) AD(       ) 1
 TM0943  NGVD 29 (07/19/86) 2295.60   (m)         7531.5    (f) LEVELING    3  
 TM0943
 TM0943.Superseded values are not recommended for survey control.
 TM0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0943.See file dsdata.txt to determine how the superseded data were derived.
 TM0943
 TM0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV0601801028(NAD 83)
 TM0943_MARKER: Z = SEE DESCRIPTION
 TM0943_SETTING: 0 = UNSPECIFIED SETTING
 TM0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0943
 TM0943  HISTORY     - Date     Condition        Report By
 TM0943  HISTORY     - 1924     MONUMENTED       CGS
 TM0943
 TM0943                          STATION DESCRIPTION
 TM0943
 TM0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 TM0943'IN GLACIER NATIONAL PARK ON THE HIGHEST POINT OF THE RIDGE
 TM0943'THAT LIES TO THE SOUTH AND EAST OF CRACKER LAKE.  THE STATION
 TM0943'IS ABOUT 1 MILE SOUTH OF CRACKER LAKE AND ABOUT 1/2 MILE
 TM0943'SOUTHWEST OF MOUNT SIYEH, WHICH IS ON THE SAME RIDGE BUT
 TM0943'SEPARATED FROM THE STATION PEAK BY A VERY DEEP SADDLE.
 TM0943'
 TM0943'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TM0943'MARK WEDGED IN A DRILL HOLE IN A LARGE, FLAT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0501 ***********************************************************************
 ST0501  DESIGNATION -  CRAIG
 ST0501  PID         -  ST0501
 ST0501  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0501  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0501
 ST0501                         *CURRENT SURVEY CONTROL
 ST0501  ___________________________________________________________________
 ST0501* NAD 83(1992)-  47 07 58.66441(N)    112 01 06.56979(W)     ADJUSTED  
 ST0501* NAVD 88     -      1475.8    (meters)    4842.     (feet)  VERTCON   
 ST0501  ___________________________________________________________________
 ST0501  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 ST0501  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 ST0501
 ST0501  HORZ ORDER  -  SECOND
 ST0501
 ST0501.The horizontal coordinates were established by classical geodetic methods
 ST0501.and adjusted by the National Geodetic Survey in July 1992..
 ST0501
 ST0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0501
 ST0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0501
 ST0501.The geoid height was determined by GEOID03.
 ST0501
 ST0501;                    North         East     Units Scale Factor Converg.
 ST0501;SPC MT       -   323,419.868   409,077.845   MT  0.99939483   -1 50 32.2
 ST0501;SPC MT       - 1,061,088.81  1,342,118.91   iFT  0.99939483   -1 50 32.2
 ST0501;UTM  12      - 5,220,443.090   422,761.187   MT  0.99967332   -0 44 47.5
 ST0501
 ST0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0501!SPC MT       -   0.99977083  x   0.99939483  =   0.99916580
 ST0501!UTM  12      -   0.99977083  x   0.99967332  =   0.99944423
 ST0501
 ST0501:                Primary Azimuth Mark                     Grid Az
 ST0501:SPC MT       -  CRAIG AZ MK                              073 15 01.4
 ST0501:UTM  12      -  CRAIG AZ MK                              072 09 16.7
 ST0501
 ST0501|---------------------------------------------------------------------|
 ST0501| PID    Reference Object                     Distance      Geod. Az  |
 ST0501|                                                           dddmmss.s |
 ST0501| CN4177 CRAIG AZ MK                                        0712429.2 |
 ST0501| CN4179 CRAIG RM 2                            6.622 METERS 10535     |
 ST0501| CN4178 CRAIG RM 1                            5.300 METERS 35128     |
 ST0501|---------------------------------------------------------------------|
 ST0501
 ST0501                          SUPERSEDED SURVEY CONTROL
 ST0501
 ST0501  NAD 83(1986)-  47 07 58.66803(N)    112 01 06.55448(W) AD(       ) 2
 ST0501  NAD 27      -  47 07 58.86640(N)    112 01 03.55240(W) AD(       ) 2
 ST0501  NGVD 29 (07/19/86) 1474.8    (m)         4839.     (f) VERT ANG       
 ST0501
 ST0501.Superseded values are not recommended for survey control.
 ST0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0501.See file dsdata.txt to determine how the superseded data were derived.
 ST0501
 ST0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2276120443(NAD 83)
 ST0501_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0501_SETTING: 66 = SET IN ROCK OUTCROP
 ST0501
 ST0501  HISTORY     - Date     Condition        Report By
 ST0501  HISTORY     - 1961     MONUMENTED       CGS
 ST0501
 ST0501                          STATION DESCRIPTION
 ST0501
 ST0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0501'THE STATION IS ABOUT 5 MILES NORTHWEST OF CRAIG, 13 MILES
 ST0501'SOUTHEAST OF BOWMAN CORNER, NEAR THE SOUTHEAST END OF A
 ST0501'PROMINENT ROCKY RIDGE WHICH HAS TWO PROMINENT ROCKY POINTS
 ST0501'NEAR THE NORTHWEST END AND ON O CONNELL RANCH PROPERTY.
 ST0501'
 ST0501'TO REACH THE STATION FROM BOWMAN CORNER, GO SOUTHEAST ON STATE
 ST0501'HIGHWAY 287 FOR 11.95 MILES TO A GRAVELED SIDE ROAD ON THE LEFT
 ST0501'AT A SIGN CRAIG 8.  TURN LEFT AND GO EAST AND SOUTHEAST ON
 ST0501'THE GRAVELED ROAD FOR 2.9 MILES TO A GATE ON THE LEFT.  TURN
 ST0501'LEFT, PASS THROUGH THE GATE AND GO EAST AND NORTHEAST ON
 ST0501'A TRACK ROAD FOR 0.55 MILE TO A WASH LEADING NORTHEAST, CROSS
 ST0501'THE WASH AND GO NORTHERLY FOR 0.2 MILE TO A DIM TRACK ROAD
 ST0501'LEADING EAST TOWARDS A GAP, BEAR RIGHT AND GO EAST TOWARDS
 ST0501'THE GAP FOR 1.3 MILES TO AN OLD CONCRETE FOUNDATION ON THE
 ST0501'RIGHT.  TURN LEFT AND GO WESTERLY FOR 0.65 MILES TO THE
 ST0501'AZIMUTH MARK ON THE RIGHT.  FROM THIS POINT PACK WESTERLY UP A
 ST0501'STEEP SLOPE FOR 30 MINUTES TO THE STATION.
 ST0501'
 ST0501'THE STATION MARK IS A STANDARD DISK STAMPED CRAIG 1961, CEMENTED
 ST0501'IN A DRILL HOLE NEAR THE WEST SIDE OF A 20 BY 30 FOOT ROCK
 ST0501'OUTCROP THAT PROJECTS ABOUT 25 FEET ABOVE THE RIDGE PROPER.
 ST0501'
 ST0501'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CRAIG NO 1 1961,
 ST0501'CEMENTED IN A DRILL HOLE 3 FEET SOUTH OF THE NORTH EDGE OF THE
 ST0501'ROCK OUTCROP AND ABOUT 1 FOOT LOWER THAN THE STATION.
 ST0501'
 ST0501'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRAIG 1961, CEMENTED
 ST0501'IN A DRILL HOLE IN A 3 BY 3 FOOT ROCK OUTCROP PROJECTING 18
 ST0501'INCHES.  IT IS 4 FEET NORTHWEST OF A WITNESS POST, 104.4
 ST0501'FEET WEST OF A PINE TREE HAVING A TRIANGULAR BLAZE ON THE
 ST0501'WEST SIDE.  IT IS ON THE EAST SLOPE OF THE RIDGE AND ABOUT 300
 ST0501'FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1684 ***********************************************************************
 SS1684  DESIGNATION -  CRAIG
 SS1684  PID         -  SS1684
 SS1684  STATE/COUNTY-  MT/LEWIS AND CLARK
 SS1684  USGS QUAD   -  MID CANON (1961)
 SS1684
 SS1684                         *CURRENT SURVEY CONTROL
 SS1684  ___________________________________________________________________
 SS1684* NAD 83(1992)-  47 08 10.91742(N)    111 57 47.96144(W)     ADJUSTED  
 SS1684* NAVD 88     -      1310.6    (meters)    4300.     (feet)  VERTCON   
 SS1684  ___________________________________________________________________
 SS1684  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 SS1684  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 SS1684
 SS1684  HORZ ORDER  -  THIRD
 SS1684
 SS1684.The horizontal coordinates were established by classical geodetic methods
 SS1684.and adjusted by the National Geodetic Survey in July 1992..
 SS1684
 SS1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1684
 SS1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1684
 SS1684.The geoid height was determined by GEOID03.
 SS1684
 SS1684;                    North         East     Units Scale Factor Converg.
 SS1684;SPC MT       -   323,664.839   413,270.600   MT  0.99939496   -1 48 07.0
 SS1684;SPC MT       - 1,061,892.52  1,355,874.67   iFT  0.99939496   -1 48 07.0
 SS1684;UTM  12      - 5,220,768.288   426,949.641   MT  0.99966558   -0 42 22.0
 SS1684
 SS1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1684!SPC MT       -   0.99979671  x   0.99939496  =   0.99919179
 SS1684!UTM  12      -   0.99979671  x   0.99966558  =   0.99946235
 SS1684
 SS1684                          SUPERSEDED SURVEY CONTROL
 SS1684
 SS1684  NAD 83(1986)-  47 08 10.92197(N)    111 57 47.92313(W) AD(       ) 3
 SS1684  NGVD 29 (06/04/92) 1309.7    (m)         4297.     (f) VERT ANG       
 SS1684
 SS1684.Superseded values are not recommended for survey control.
 SS1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1684.See file dsdata.txt to determine how the superseded data were derived.
 SS1684
 SS1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2695020768(NAD 83)
 SS1684_MARKER: DS = TRIANGULATION STATION DISK
 SS1684_SETTING: 66 = SET IN ROCK OUTCROP
 SS1684_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SS1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1684
 SS1684  HISTORY     - Date     Condition        Report By
 SS1684  HISTORY     - 1891     MONUMENTED       MORC
 SS1684  HISTORY     - 1958     GOOD             USGS
 SS1684
 SS1684                          STATION DESCRIPTION
 SS1684
 SS1684'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 SS1684'STATION IS ON LEFT BANK, ON A ROCKY RIDGE 1-1/2 MI. FROM RIVER, AT A
 SS1684'POINT 3-1/2 MI. BELOW CRAIG, MONTANA, OR ONE-HALF OF A MI. BELOW
 SS1684'TUNNEL NO. 3 ON GREAT NORTHERN RAILROAD.  RIDGE IS LONG AND
 SS1684'EVEN-TOPPED, STANDING BY ITSELF, HIGHEST LAND WITHIN 2 MI.
 SS1684'
 SS1684'RECOVERED BY USFS IN 1941.
 SS1684'
 SS1684'STATION RECOVERED, IN GOOD CONDITION, BY USGS IN 1958 AS DESCRIBED BY
 SS1684'MORC APPENDIX AHA - P. 3785.
 SS1684'
 SS1684'STATION MARK--COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0364 ***********************************************************************
 SP0364  DESIGNATION -  CRANE ET
 SP0364  PID         -  SP0364
 SP0364  STATE/COUNTY-  MT/RICHLAND
 SP0364  USGS QUAD   -  LARSON SCHOOL (1966)
 SP0364
 SP0364                         *CURRENT SURVEY CONTROL
 SP0364  ___________________________________________________________________
 SP0364* NAD 83(1992)-  47 34 06.66372(N)    104 28 57.06067(W)     ADJUSTED  
 SP0364* NAVD 88     -       815.9    (meters)    2677.     (feet)  VERTCON   
 SP0364  ___________________________________________________________________
 SP0364  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 SP0364  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 SP0364
 SP0364  HORZ ORDER  -  THIRD
 SP0364
 SP0364.The horizontal coordinates were established by classical geodetic methods
 SP0364.and adjusted by the National Geodetic Survey in July 1992..
 SP0364
 SP0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0364
 SP0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0364
 SP0364.The geoid height was determined by GEOID03.
 SP0364
 SP0364;                    North         East     Units Scale Factor Converg.
 SP0364;SPC MT       -   380,827.336   977,073.410   MT  0.99943969   +3 40 13.1
 SP0364;SPC MT       - 1,249,433.52  3,205,621.42   iFT  0.99943969   +3 40 13.1
 SP0364;UTM  13      - 5,268,474.305   538,922.650   MT  0.99961862   +0 22 55.0
 SP0364
 SP0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0364!SPC MT       -   0.99987474  x   0.99943969  =   0.99931450
 SP0364!UTM  13      -   0.99987474  x   0.99961862  =   0.99949341
 SP0364
 SP0364:                Primary Azimuth Mark                     Grid Az
 SP0364:SPC MT       -  GETTY ET                                 004 32 01.2
 SP0364:UTM  13      -  GETTY ET                                 007 49 19.3
 SP0364
 SP0364|---------------------------------------------------------------------|
 SP0364| PID    Reference Object                     Distance      Geod. Az  |
 SP0364|                                                           dddmmss.s |
 SP0364| SP0365 GETTY ET                            APPROX.10.5 KM 0081214.3 |
 SP0364|---------------------------------------------------------------------|
 SP0364
 SP0364                          SUPERSEDED SURVEY CONTROL
 SP0364
 SP0364  NAD 83(1986)-  47 34 06.66139(N)    104 28 57.05567(W) AD(       ) 3
 SP0364  NAD 27      -  47 34 06.60601(N)    104 28 55.23846(W) AD(       ) 3
 SP0364  NGVD 29 (07/19/86)  815.3    (m)         2675.     (f) VERT ANG       
 SP0364
 SP0364.Superseded values are not recommended for survey control.
 SP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0364.See file dsdata.txt to determine how the superseded data were derived.
 SP0364
 SP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN3892368474(NAD 83)
 SP0364_MARKER: DD = SURVEY DISK
 SP0364_SETTING: 0 = UNSPECIFIED SETTING
 SP0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0364
 SP0364  HISTORY     - Date     Condition        Report By
 SP0364  HISTORY     - 1966     MONUMENTED       USGS
 SP0364
 SP0364                          STATION DESCRIPTION
 SP0364
 SP0364'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SP0364'STATION IS 10.5 MI. W. OF CRANE, MONTANA, NEAR CENTER OF NW. 1/4 OF
 SP0364'SEC. 24, T 21 N, R 56 E, AND ON SMALL ROUND TOP OF SE. END OF GRASSY
 SP0364'MESA.
 SP0364'
 SP0364'TO REACH FROM CRANE, GO 0.4 MI. S. ON STATE HIGHWAY 16 TO GRAVEL RD.
 SP0364'RIGHT, GO RIGHT (W.) 9.7 MI. ON GRAVEL RD. TO RIGHT ANGLE TURN TO
 SP0364'N., CONTINUE STRAIGHT AHEAD (W.) ON SECTION LINE TRACK RD. 0.65 MI.
 SP0364'TO DIM TRACK RD. LEFT, GO LEFT (S.) 0.5 MI. TO E-W. FENCE, GO RIGHT
 SP0364'(NW.) ON DIM TRACK RD. ALONG N. SIDE OF FENCE TO FIRST SMALL ROUND
 SP0364'TOP, AT SE. END OF MESA, AND STATION ON THE RIGHT.
 SP0364'
 SP0364'STATION MARK--STANDARD BRONZE TABLET, SET IN BURIED LIMESTONE ROCK
 SP0364'FLUSH WITH GROUND, AND STAMPED ---CRANE-ET 1966---.
 SP0364'
 SP0364'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0623 ***********************************************************************
 ST0623  DESIGNATION -  CRANE LOOKOUT
 ST0623  PID         -  ST0623
 ST0623  STATE/COUNTY-  MT/LAKE
 ST0623  USGS QUAD   -  YEW CREEK (1994)
 ST0623
 ST0623                         *CURRENT SURVEY CONTROL
 ST0623  ___________________________________________________________________
 ST0623* NAD 83(1992)-  47 59 09.13565(N)    113 58 38.71904(W)     ADJUSTED  
 ST0623* NAVD 88     -                                                        
 ST0623  ___________________________________________________________________
 ST0623  LAPLACE CORR-           7.30  (seconds)                    DEFLEC99
 ST0623  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 ST0623
 ST0623  HORZ ORDER  -  THIRD
 ST0623
 ST0623.The horizontal coordinates were established by classical geodetic methods
 ST0623.and adjusted by the National Geodetic Survey in July 1992..
 ST0623
 ST0623
 ST0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0623
 ST0623.The geoid height was determined by GEOID03.
 ST0623
 ST0623;                    North         East     Units Scale Factor Converg.
 ST0623;SPC MT       -   424,671.288   266,116.141   MT  0.99953727   -3 16 30.9
 ST0623;SPC MT       - 1,393,278.50    873,084.45   iFT  0.99953727   -3 16 30.9
 ST0623;UTM  12      - 5,319,020.294   277,847.382   MT  1.00020646   -2 12 47.0
 ST0623;UTM  11      - 5,319,151.472   725,521.501   MT  1.00022499   +2 14 48.0
 ST0623
 ST0623                          SUPERSEDED SURVEY CONTROL
 ST0623
 ST0623  NAD 83(1986)-  47 59 09.14729(N)    113 58 38.70953(W) AD(       ) 4
 ST0623  NAD 27      -  47 59 09.32904(N)    113 58 35.33495(W) AD(       ) 3
 ST0623
 ST0623.Superseded values are not recommended for survey control.
 ST0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0623.See file dsdata.txt to determine how the superseded data were derived.
 ST0623
 ST0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU7784719020(NAD 83)
 ST0623
 ST0623  HISTORY     - Date     Condition        Report By
 ST0623  HISTORY     - UNK      MONUMENTED
 ST0623  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ST0623  HISTORY     - 1964     GOOD             USGS
 ST0623
 ST0623                          STATION DESCRIPTION
 ST0623
 ST0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (VRS)
 ST0623'THE STATION WAS RECOVERED IN GOOD CONDITION.
 ST0623'
 ST0623'THE STATION IS ABOUT 6 MILES SOUTH EAST OF BIG FORK, 2 MILES
 ST0623'SOUTHWEST OF THE NORTH END OF SWAN LAKE AND 2-1/2 MILES EAST
 ST0623'OF THE EAST SHORE OF FLATHEAD LAKE AT WOODS BAY.
 ST0623'
 ST0623'TO REACH THE STATION FROM THE POST OFFICE AT BIG FORK, GO EAST
 ST0623'ALONG GRAVEL ROAD FOR 2.2 MILES TO A BRIDGE, FOLLOW MAIN
 ST0623'TRAVELED ROAD FOR 1.2 MILES TO FERNDALE SCHOOL.  TURN RIGHT
 ST0623'(SOUTH) AND GO 1.3 MILES TO A SAWMILL AND CATTLE GUARD, CONTINUE
 ST0623'SOUTH FOR 6.8 MILES UP GRAVEL ROAD TO A FORK.  TAKE LEFT
 ST0623'FORK AND GO 0.4 MILE TO THE PARKING AREA AT THE LOOKOUT.
 ST0623'
 ST0623'THE STATION IS THE CENTER OF THE SMALL WHITE HOUSE SET ON A
 ST0623'BARE ROCK OUTCROP.
 ST0623
 ST0623                          STATION RECOVERY (1964)
 ST0623
 ST0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 ST0623'STATION MARK--FIRE LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0542 ***********************************************************************
 QW0542  DESIGNATION -  CRATER
 QW0542  PID         -  QW0542
 QW0542  STATE/COUNTY-  MT/BIG HORN
 QW0542  USGS QUAD   -  DEEP CREEK SW (1967)
 QW0542
 QW0542                         *CURRENT SURVEY CONTROL
 QW0542  ___________________________________________________________________
 QW0542* NAD 83(1993)-  45 17 49.49748(N)    108 24 26.68457(W)     ADJUSTED  
 QW0542* NAVD 88     -      2239.0    (meters)    7346.     (feet)  VERTCON   
 QW0542  ___________________________________________________________________
 QW0542  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 QW0542  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 QW0542
 QW0542  HORZ ORDER  -  SECOND
 QW0542
 QW0542.The horizontal coordinates were established by classical geodetic methods
 QW0542.and adjusted by the National Geodetic Survey in January 1997..
 QW0542
 QW0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0542
 QW0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0542
 QW0542.The geoid height was determined by GEOID03.
 QW0542
 QW0542;                    North         East     Units Scale Factor Converg.
 QW0542;SPC MT       -   116,975.385   685,683.786   MT  0.99983467   +0 47 57.2
 QW0542;SPC MT       -   383,777.51  2,249,618.72   iFT  0.99983467   +0 47 57.2
 QW0542;UTM  12      - 5,019,223.326   703,276.239   MT  1.00010809   +1 50 36.0
 QW0542
 QW0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0542!SPC MT       -   0.99965092  x   0.99983467  =   0.99948565
 QW0542!UTM  12      -   0.99965092  x   1.00010809  =   0.99975897
 QW0542
 QW0542                          SUPERSEDED SURVEY CONTROL
 QW0542
 QW0542  NAD 83(1992)-  45 17 49.48867(N)    108 24 26.68127(W) AD(       ) 2
 QW0542  NAD 83(1986)-  45 17 49.49041(N)    108 24 26.66921(W) AD(       ) 2
 QW0542  NAD 27      -  45 17 49.65400(N)    108 24 24.22000(W) AD(       ) 2
 QW0542  NGVD 29 (07/19/86) 2238.0    (m)         7343.     (f) VERT ANG       
 QW0542
 QW0542.Superseded values are not recommended for survey control.
 QW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0542.See file dsdata.txt to determine how the superseded data were derived.
 QW0542
 QW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR0327619223(NAD 83)
 QW0542_MARKER: DS = TRIANGULATION STATION DISK
 QW0542_SETTING: 66 = SET IN ROCK OUTCROP
 QW0542_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QW0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0542+STABILITY: POSITION/ELEVATION WELL
 QW0542
 QW0542  HISTORY     - Date     Condition        Report By
 QW0542  HISTORY     - 1957     MONUMENTED       CGS
 QW0542
 QW0542                          STATION DESCRIPTION
 QW0542
 QW0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QW0542'STATION IS IN THE CROW INDIAN RESERVATION, ON THE EAST RIM
 QW0542'OF THE NORTH PRYOR MOUNTAIN OVERLOOKING THE EAST FORK OF EAST
 QW0542'PRYOR CREEK, ABOUT 9-1/2 MILES SOUTH AND 5-1/2 MILES EAST OF
 QW0542'PRYOR, ABOUT 0.15 MILE EAST OF PRYOR LAKE.
 QW0542'
 QW0542'REACHED FROM THE BANK OF BRIDGER IN BRIDGER BY GOING SOUTHERLY
 QW0542'ON U.S. HIGHWAY 310 FOR 1.45 MILES TO THE JUNCTION OF STATE
 QW0542'HIGHWAY 308, KEEP STRAIGHT AHEAD, ON HIGHWAY 310 FOR 1.45
 QW0542'MILES TO A CROSSROADS AND SIGN ON RIGHT PRYOR MOUNTAIN ROAD,
 QW0542'BEAR LEFT AT THE CROSSROAD AND FOLLOW A GRAVELED ROAD, EAST
 QW0542'AND SOUTHEAST FOR 2.0 MILES TO A RAILROAD CROSSING, CROSS
 QW0542'THE RAILROAD TRACKS AND CONTINUE STRAIGHT AHEAD FOR 2.15
 QW0542'MILES TO A BRIDGE OVER CHERRY CREEK, CROSS THE BRIDGE AND
 QW0542'CONTINUE ON THE MAIN TRAVELED ROAD FOR 5.4 MILES TO THE TOP OF A
 QW0542'DIVIDE, KEEP STRAIGHT AHEAD, ON THE MAIN TRAVELED ROAD FOR 2.7
 QW0542'MILES TO A CROSSROADS, OLD HOUSE ON THE RIGHT AND SIGN SAGE
 QW0542'CREEK RANGER STATION 12, BEAR LEFT AS PER SIGN AND GO NORTH
 QW0542'AND EAST FOR 4.25 MILES TO A CROSSROADS AND SIGN SAGE
 QW0542'CREEK RANGER STATION 7, KEEP STRAIGHT AHEAD AS PER SIGN AND
 QW0542'GO 0.7 MILE TO TWO CATTLE GUARDS, CROSS THE CATTLE
 QW0542'GUARDS AND CONTINUE STRAIGHT AHEAD, CROSSING TWO MORE
 QW0542'CATTLE GUARDS FOR 4.15 MILES TO A FORK AND SOME LOG BUILDINGS
 QW0542'ON THE RIGHT, BEAR LEFT ON THE LEFT ROAD AND FOLLOW A
 QW0542'DIRT AND PARTLY ROCKY ROAD FOR 10.0 MILES TO THREE LOG CABINS
 QW0542'ON THE LEFT, KEEP STRAIGHT AHEAD FOR 0.05 MILE TO A FORK,
 QW0542'KEEP THE LEFT FORK AND GO NORTHERLY, IN AND OUT OF THE
 QW0542'TIMBER FOR 4.45 MILES TO A FORK, KEEP THE RIGHT FORK AND
 QW0542'CONTINUE FOR 0.9 MILE, BEAR RIGHT, LEAVING THE ROAD AND GO
 QW0542'WESTERLY, ACROSS COUNTRY, PASSING CRATER LAKE AND A LARGE
 QW0542'BUNCH OF ROCK, FOR 0.25 MILE TO THE HIGHEST POINT OF THE EAST
 QW0542'RIM AND STATION.
 QW0542'
 QW0542'STATION MARK IS A STANDARD DISK, STAMPED CRATER 1957, CEMENTED
 QW0542'IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK WHICH IS
 QW0542'FLUSH WITH THE GROUND.
 QW0542'
 QW0542'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRATER NO 1 1957,
 QW0542'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK
 QW0542'WHICH IS FLUSH WITH THE GROUND.  IT IS SET ABOUT 30 FEET
 QW0542'SOUTH-SOUTHEAST OF THE STATION.
 QW0542'
 QW0542'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRATER NO 2 1957,
 QW0542'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK
 QW0542'WHICH IS FLUSH WITH THE GROUND.  IT IS SET ABOUT 30 FEET WEST
 QW0542'OF THE STATION.
 QW0542'
 QW0542'NO AZIMUTH MARK WAS SET AT THIS TIME.
 QW0542'
 QW0542'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY DUE TO
 QW0542'WEATHER CONDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0522 ***********************************************************************
 ST0522  DESIGNATION -  CRATER MOUNTAIN LOOKOUT
 ST0522  PID         -  ST0522
 ST0522  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0522  USGS QUAD   -  STONEWALL MOUNTAIN (1968)
 ST0522
 ST0522                         *CURRENT SURVEY CONTROL
 ST0522  ___________________________________________________________________
 ST0522* NAD 83(1992)-  47 06 59.67699(N)    112 44 19.41475(W)     ADJUSTED  
 ST0522* NAVD 88     -                                                        
 ST0522  ___________________________________________________________________
 ST0522  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 ST0522  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 ST0522
 ST0522  HORZ ORDER  -  THIRD
 ST0522
 ST0522.The horizontal coordinates were established by classical geodetic methods
 ST0522.and adjusted by the National Geodetic Survey in July 1992..
 ST0522
 ST0522
 ST0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0522
 ST0522.The geoid height was determined by GEOID03.
 ST0522
 ST0522;                    North         East     Units Scale Factor Converg.
 ST0522;SPC MT       -   323,607.423   354,430.597   MT  0.99939428   -2 22 08.9
 ST0522;SPC MT       - 1,061,704.14  1,162,830.04   iFT  0.99939428   -2 22 08.9
 ST0522;UTM  12      - 5,219,585.685   368,101.592   MT  0.99981382   -1 16 27.2
 ST0522
 ST0522                          SUPERSEDED SURVEY CONTROL
 ST0522
 ST0522  NAD 83(1986)-  47 06 59.70040(N)    112 44 19.41357(W) AD(       ) 4
 ST0522  NAD 27      -  47 06 59.93000(N)    112 44 16.29000(W) AD(       ) 3
 ST0522
 ST0522.Superseded values are not recommended for survey control.
 ST0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0522.See file dsdata.txt to determine how the superseded data were derived.
 ST0522
 ST0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT6810219586(NAD 83)
 ST0522
 ST0522  HISTORY     - Date     Condition        Report By
 ST0522  HISTORY     - UNK      MONUMENTED
 ST0522  HISTORY     - 1965     SEE DESCRIPTION  USFS
 ST0522  HISTORY     - 1968     SEE DESCRIPTION  USGS
 ST0522
 ST0522                          STATION DESCRIPTION
 ST0522
 ST0522'DESCRIBED BY US FOREST SERVICE 1965
 ST0522'THIS POSITION FALLS ON RED MOUNTAIN, THE SITE OF A U.S. FOREST
 ST0522'SERVICE LOOKOUT NAMED STONEWALL LOOKOUT FROM 1934 UNTIL 1950.
 ST0522'IN 1950 THIS BUILDING WAS REMOVED AND REPLACED BY A NEW LOOKOUT
 ST0522'TOWER ABOUT FIVE MILES SSE OF THIS PEAK.  LITTLE OR NO EVIDENCE
 ST0522'OF THE OLD BUILDING ON THIS SITE REMAINS BUT USC AND GS STATION
 ST0522'RED WAS ESTABLISHED IN HERE IN 1956.
 ST0522
 ST0522                          STATION RECOVERY (1968)
 ST0522
 ST0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ST0522'STATION DESTROYED.  THERE IS NO LOOKOUT TOWER ON THIS MOUNTAIN.
 ST0522'OLD LOOKOUT CABIN HAS BURNED DOWN.  IT IS STRANGE THAT THIS
 ST0522'STATION WAS CALLED CRATER MOUNTAIN, SINCE CRATER MOUNTAIN IS
 ST0522'SE OF LINCOLN IN OPHIR 1 OR T 14 N, R 7 W, SEC. 32.  GEODETIC
 ST0522'AZIMUTH TO STATION RED IS NOT TO TRIAGULATION STATION RED
 ST0522'ON THIS MOUNTAIN TOP, BUT TO ANOTHER STATION RED ABOUT 50 MILES
 ST0522'SE.
 ST0522'
 ST0522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NW
 ST0522'OF LINCOLN, MONTANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0561 ***********************************************************************
 RW0561  DESIGNATION -  CRAZY
 RW0561  PID         -  RW0561
 RW0561  STATE/COUNTY-  MT/JEFFERSON
 RW0561  USGS QUAD   -  CASEY PEAK (1985)
 RW0561
 RW0561                         *CURRENT SURVEY CONTROL
 RW0561  ___________________________________________________________________
 RW0561* NAD 83(1992)-  46 23 59.89343(N)    111 48 28.92910(W)     ADJUSTED  
 RW0561* NAVD 88     -      2675.9    (meters)    8779.     (feet)  VERTCON   
 RW0561  ___________________________________________________________________
 RW0561  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 RW0561  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 RW0561
 RW0561  HORZ ORDER  -  THIRD
 RW0561
 RW0561.The horizontal coordinates were established by classical geodetic methods
 RW0561.and adjusted by the National Geodetic Survey in July 1992..
 RW0561
 RW0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0561
 RW0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0561
 RW0561.The geoid height was determined by GEOID03.
 RW0561
 RW0561;                    North         East     Units Scale Factor Converg.
 RW0561;SPC MT       -   241,527.856   422,627.948   MT  0.99944938   -1 41 18.0
 RW0561;SPC MT       -   792,414.23  1,386,574.63   iFT  0.99944938   -1 41 18.0
 RW0561;UTM  12      - 5,138,805.709   437,884.371   MT  0.99964743   -0 35 06.6
 RW0561
 RW0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0561!SPC MT       -   0.99958261  x   0.99944938  =   0.99903222
 RW0561!UTM  12      -   0.99958261  x   0.99964743  =   0.99923019
 RW0561
 RW0561                          SUPERSEDED SURVEY CONTROL
 RW0561
 RW0561  NAD 83(1986)-  46 23 59.89177(N)    111 48 28.91889(W) AD(       ) 3
 RW0561  NGVD 29 (06/12/92) 2674.6    (m)         8775.     (f) VERT ANG       
 RW0561
 RW0561.Superseded values are not recommended for survey control.
 RW0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0561.See file dsdata.txt to determine how the superseded data were derived.
 RW0561
 RW0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS3788438806(NAD 83)
 RW0561_MARKER: DD = SURVEY DISK
 RW0561_SETTING: 80 = SET IN A BOULDER
 RW0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0561+STABILITY: SURFACE MOTION
 RW0561
 RW0561  HISTORY     - Date     Condition        Report By
 RW0561  HISTORY     - 1948     MONUMENTED       USGS
 RW0561
 RW0561                          STATION DESCRIPTION
 RW0561
 RW0561'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0561'LOCATED IN HELENA NATIONAL FOREST, ABOUT 16 MI. (AIRLINE) SE. OF
 RW0561'HELENA, MONTANA, 2.5 MI. S. OF CASEY PEAK LOOKOUT TOWER, ON THE SUMMIT
 RW0561'OF A BARE ROCKY TOP PEAK, HIGHEST IN A RANGE OF MOUNTAINS RUNNING IN A
 RW0561'GENERAL NW-SE. DIRECTION.
 RW0561'
 RW0561'TO REACH STATION FROM JEFFERSON CITY, PROCEED S. ON U.S. HIGHWAY 91
 RW0561'0.8 MI., TURN LEFT ONTO SECONDARY RD. AND GO 2.6 MI. ALONG PRICKLEY
 RW0561'PEAR CREEK TO A Y-FORK, TAKE LEFT FORK AND GO 4.9 MI. ON VERY POOR RD.
 RW0561'TO ANOTHER Y-FORK, TAKE LEFT FORK AND GO 2.2 MI. TO WILSON CREEK
 RW0561'DEVELOPMENT (PLACER MINE), PROCEED 1.8 MI. TO Y-FORK, TAKE LEFT FORK
 RW0561'FOLLOWING TRAIL FOR 1.2 MI. TO MOOSE CREEK MINING CO., CABIN, TURN
 RW0561'RIGHT AND FOLLOW DIM TRAIL THROUGH OPEN PARK KEEPING TO THE LOWER
 RW0561'SIDE, CONTINUE TO ANOTHER SMALL PARK WITH MINE DUMP AT UPPER SIDE,
 RW0561'PASS THROUGH TREES TO ANOTHER LARGER PARK AND CONTINUE TO N. SIDE OF
 RW0561'LARGE OPEN PARK A DISTANCE OF 0.5 MI. FROM MOOSE CREEK MINING CO.,
 RW0561'END OF TRUCK TRAVEL, TAKE TRAIL GOING INTO TIMBER IN NNW. DIRECTION
 RW0561'AND FOLLOW TRAIL TO WHERE BEAVER CREEK TRAIL COMES IN FROM RIGHT,
 RW0561'MARKED BY A USFS SIGN - APPROXIMATELY 40 MINUTE WALK, TAKE BEAVER
 RW0561'CREEK TRAIL GOING UP GRADUAL SLOPE AND THEN DOWN STEEP HILL, INTO A
 RW0561'NARROW OPENING.  FROM HERE THE PEAK ON WHICH STATION IS LOCATED CAN
 RW0561'BE SEEN TO THE E., IDENTIFIED BY A ROCKY KNOB AT LEFT END OF RIDGE
 RW0561'AGAINST SKYLINE.  LEAVE TRAIL AND PROCEED UP SLOPE TO STATION,
 RW0561'APPROXIMATELY 3 HRS. HIKE FROM END OF TRUCK TRAVEL.
 RW0561'
 RW0561'STATION MARK--STANDARD TABLET (APPROXIMATELY IN CENTER OF SUMMIT) SET
 RW0561'IN BOULDER AND STAMPED---CRAZY 1948---.
 RW0561'
 RW0561'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET SET IN EMBEDDED
 RW0561'BOULDER ON W. EDGE OF POINT, STAMPED---CRAZY NO. 1 1948---, AT A
 RW0561'DISTANCE OF 20.25 FT. FROM STATION, N 67 DEG 33 MIN W.
 RW0561'
 RW0561'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN EMBEDDED
 RW0561'BOULDER SW. OF A MOUND OF ROCKS, STAMPED---CRAZY NO. 2 1948---, AT A
 RW0561'DISTANCE OF 10.03 FT., N 54 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0424 ***********************************************************************
 QV0424  DESIGNATION -  CRAZY HORSE
 QV0424  PID         -  QV0424
 QV0424  STATE/COUNTY-  MT/BIG HORN
 QV0424  USGS QUAD   -  BULL CREEK LOOKOUT (1958)
 QV0424
 QV0424                         *CURRENT SURVEY CONTROL
 QV0424  ___________________________________________________________________
 QV0424* NAD 83(1992)-  45 26 08.80425(N)    106 52 28.83165(W)     ADJUSTED  
 QV0424* NAVD 88     -      1461.0    (meters)    4793.     (feet)  VERTCON   
 QV0424  ___________________________________________________________________
 QV0424  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 QV0424  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 QV0424
 QV0424  HORZ ORDER  -  THIRD
 QV0424
 QV0424.The horizontal coordinates were established by classical geodetic methods
 QV0424.and adjusted by the National Geodetic Survey in July 1992..
 QV0424
 QV0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0424
 QV0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0424
 QV0424.The geoid height was determined by GEOID03.
 QV0424
 QV0424;                    North         East     Units Scale Factor Converg.
 QV0424;SPC MT       -   135,230.801   805,336.977   MT  0.99976638   +1 55 13.6
 QV0424;SPC MT       -   443,670.61  2,642,181.68   iFT  0.99976638   +1 55 13.6
 QV0424;UTM  13      - 5,033,071.128   353,371.552   MT  0.99986434   -1 20 09.2
 QV0424
 QV0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0424!SPC MT       -   0.99977328  x   0.99976638  =   0.99953971
 QV0424!UTM  13      -   0.99977328  x   0.99986434  =   0.99963765
 QV0424
 QV0424                          SUPERSEDED SURVEY CONTROL
 QV0424
 QV0424  NAD 83(1986)-  45 26 08.78721(N)    106 52 28.81754(W) AD(       ) 3
 QV0424  NGVD 29 (02/04/91) 1460.2    (m)         4791.     (f) VERT ANG       
 QV0424
 QV0424.Superseded values are not recommended for survey control.
 QV0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0424.See file dsdata.txt to determine how the superseded data were derived.
 QV0424
 QV0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL5337233071(NAD 83)
 QV0424_MARKER: DS = TRIANGULATION STATION DISK
 QV0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0424+STABILITY: SURFACE MOTION
 QV0424
 QV0424  HISTORY     - Date     Condition        Report By
 QV0424  HISTORY     - 1957     MONUMENTED       USGS
 QV0424  HISTORY     - 1967     GOOD             USGS
 QV0424
 QV0424                          STATION DESCRIPTION
 QV0424
 QV0424'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QV0424'ABOUT 6.5 MI. S. AND 3.5 MI. E. OF BUSBY ON THE TONGUE RIVER NORTHERN
 QV0424'CHEYENNE INDIAN RESERVATION, PROBABLY IN THE SE. 1/4 SEC. 35, T 4 S,
 QV0424'R 39 E.
 QV0424'
 QV0424'STATION IS 1.8 MI. (AIRLINE) NW. OF THE BULL CREEK LOOKOUT TOWER ON
 QV0424'THE HIGHEST PART OF A GRASSY TOP ON A RIDGE RUNNING NW-SE.
 QV0424'
 QV0424'TO REACH FROM BUSBY POST OFFICE, DRIVE 0.3 MI. NE. ALONG STATE HIGHWAY
 QV0424'8 TO THE BUSBY CREEK ROAD ON RIGHT, TURN RIGHT AND CONTINUE 9.5 MI.
 QV0424'ALONG THE BUSBY CREEK ROAD, TURN LEFT OFF OF RD. AND DRIVE 0.5 MI. TO
 QV0424'TOP OF RIDGE AND STATION.
 QV0424'
 QV0424'RECOVERED BY USGS IN 1966 AND 1967.
 QV0424'
 QV0424'STATION MARK--STANDARD TABLET STAMPED---CRAZY HORSE 1957 VABM
 QV0424'4792---, SET IN A CONCRETE POST PROJECTING 0.6 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0740 ***********************************************************************
 TJ0740  DESIGNATION -  CREEK
 TJ0740  PID         -  TJ0740
 TJ0740  STATE/COUNTY-  MT/VALLEY
 TJ0740  USGS QUAD   -  
 TJ0740
 TJ0740                         *CURRENT SURVEY CONTROL
 TJ0740  ___________________________________________________________________
 TJ0740* NAD 83(1992)-  49 00 39.57738(N)    106 48 44.70837(W)     ADJUSTED  
 TJ0740* NAVD 88     -       811.     (meters)    2661.     (feet)  SCALED    
 TJ0740  ___________________________________________________________________
 TJ0740  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 TJ0740  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TJ0740
 TJ0740  HORZ ORDER  -  THIRD
 TJ0740
 TJ0740.The horizontal coordinates were established by classical geodetic methods
 TJ0740.and adjusted by the National Geodetic Survey in July 1992..
 TJ0740
 TJ0740.The orthometric height was scaled from a topographic map.
 TJ0740
 TJ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0740
 TJ0740.The geoid height was determined by GEOID03.
 TJ0740
 TJ0740;                    North         East     Units Scale Factor Converg.
 TJ0740;SPC MT       -   532,463.009   796,574.592   MT  1.00000679   +1 57 57.5
 TJ0740;SPC MT       - 1,746,925.88  2,613,433.70   iFT  1.00000679   +1 57 57.5
 TJ0740;UTM  13      - 5,430,260.420   367,467.338   MT  0.99981578   -1 22 05.8
 TJ0740
 TJ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0740!SPC MT       -   0.99987558  x   1.00000679  =   0.99988236
 TJ0740!UTM  13      -   0.99987558  x   0.99981578  =   0.99969138
 TJ0740
 TJ0740:                Primary Azimuth Mark                     Grid Az
 TJ0740:SPC MT       -  SAGE                                     296 53 59.8
 TJ0740:UTM  13      -  SAGE                                     300 14 03.1
 TJ0740
 TJ0740|---------------------------------------------------------------------|
 TJ0740| PID    Reference Object                     Distance      Geod. Az  |
 TJ0740|                                                           dddmmss.s |
 TJ0740| TJ0795 SAGE                                APPROX. 4.7 KM 2985157.3 |
 TJ0740|---------------------------------------------------------------------|
 TJ0740
 TJ0740                          SUPERSEDED SURVEY CONTROL
 TJ0740
 TJ0740  NAD 83(1986)-  49 00 39.57952(N)    106 48 44.71162(W) AD(       ) 3
 TJ0740
 TJ0740.Superseded values are not recommended for survey control.
 TJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0740.See file dsdata.txt to determine how the superseded data were derived.
 TJ0740
 TJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ6746730260(NAD 83)
 TJ0740_MARKER: Z = SEE DESCRIPTION
 TJ0740_SETTING: 80 = SET IN A BOULDER
 TJ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0740+STABILITY: SURFACE MOTION
 TJ0740
 TJ0740  HISTORY     - Date     Condition        Report By
 TJ0740  HISTORY     - 1910     MONUMENTED       IBC
 TJ0740
 TJ0740                          STATION DESCRIPTION
 TJ0740
 TJ0740'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0740'ABOUT 1 MILE NORTH OF INTERNATIONAL BOUNDARY MONUMENT 495, IN NE 1/4
 TJ0740'SECTION 1, TOWNSHIP 1, RANGE 7 W, THIRD MERIDIAN.  THE STATION IS
 TJ0740'ABOUT ONE - HALF MILE EAST OF HORSE CREEK, ON A KNOB WITH A BLUFF ON
 TJ0740'ON THE NORTH SIDE.
 TJ0740'
 TJ0740'STATION MARK--PROBABLY A CROSS OR DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0425 ***********************************************************************
 QV0425  DESIGNATION -  CREEK
 QV0425  PID         -  QV0425
 QV0425  STATE/COUNTY-  MT/BIG HORN
 QV0425  USGS QUAD   -  JEANS FORK SW (1967)
 QV0425
 QV0425                         *CURRENT SURVEY CONTROL
 QV0425  ___________________________________________________________________
 QV0425* NAD 83(1992)-  45 30 25.58921(N)    107 12 26.63557(W)     ADJUSTED  
 QV0425* NAVD 88     -      1222.4    (meters)    4010.     (feet)  VERTCON   
 QV0425  ___________________________________________________________________
 QV0425  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 QV0425  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 QV0425
 QV0425  HORZ ORDER  -  THIRD
 QV0425
 QV0425.The horizontal coordinates were established by classical geodetic methods
 QV0425.and adjusted by the National Geodetic Survey in July 1992..
 QV0425
 QV0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0425
 QV0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0425
 QV0425.The geoid height was determined by GEOID03.
 QV0425
 QV0425;                    North         East     Units Scale Factor Converg.
 QV0425;SPC MT       -   142,336.014   779,089.398   MT  0.99973347   +1 40 37.4
 QV0425;SPC MT       -   466,981.67  2,556,067.58   iFT  0.99973347   +1 40 37.4
 QV0425;UTM  13      - 5,041,656.230   327,565.393   MT  0.99996558   -1 34 30.0
 QV0425
 QV0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0425!SPC MT       -   0.99981066  x   0.99973347  =   0.99954418
 QV0425!UTM  13      -   0.99981066  x   0.99996558  =   0.99977624
 QV0425
 QV0425                          SUPERSEDED SURVEY CONTROL
 QV0425
 QV0425  NAD 83(1986)-  45 30 25.57953(N)    107 12 26.62414(W) AD(       ) 3
 QV0425  NGVD 29 (02/04/91) 1221.7    (m)         4008.     (f) VERT ANG       
 QV0425
 QV0425.Superseded values are not recommended for survey control.
 QV0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0425.See file dsdata.txt to determine how the superseded data were derived.
 QV0425
 QV0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL2756541656(NAD 83)
 QV0425_MARKER: DS = TRIANGULATION STATION DISK
 QV0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0425+STABILITY: SURFACE MOTION
 QV0425
 QV0425  HISTORY     - Date     Condition        Report By
 QV0425  HISTORY     - 1966     MONUMENTED       USGS
 QV0425
 QV0425                          STATION DESCRIPTION
 QV0425
 QV0425'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0425'ABOUT 6.5 MI. S. AND 12.2 MI. E. OF CROW AGENCY, MONTANA, ON THE W.
 QV0425'ONE OF TWO TOPS ON THE DIVIDE BETWEEN THE LITTLE BIG HORN RIVER AND
 QV0425'TULLOCK CREEK AND ABOUT 1.5 MI. NE. OF RENO CREEK.
 QV0425'
 QV0425'TO REACH FROM JUNCTION OF U.S. HIGHWAY NO. 87 AND NO. 212, GO E. 12.9
 QV0425'MI. ON U.S. HIGHWAY NO. 212 TO TRACK RDS. N. AND S. ON THE W. SIDE OF
 QV0425'WEST FORK TULLOCK CREEK, GO RIGHT (S.) 1.2 MI. TO END OF TREES IN
 QV0425'DRAIN, LEAVE RD. AND GO W. 0.7 MI. TO TOP OF DIVIDE AND STATION.
 QV0425'
 QV0425'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED---CREEK ET 1966---,
 QV0425'IN CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1193 ***********************************************************************
 SR1193  DESIGNATION -  CREEK
 SR1193  PID         -  SR1193
 SR1193  STATE/COUNTY-  MT/PHILLIPS
 SR1193  USGS QUAD   -  SAGEBRUSH RESERVOIR (1971)
 SR1193
 SR1193                         *CURRENT SURVEY CONTROL
 SR1193  ___________________________________________________________________
 SR1193* NAD 83(1992)-  47 37 33.00388(N)    108 29 33.90073(W)     ADJUSTED  
 SR1193* NAVD 88     -       864.     (meters)    2835.     (feet)  SCALED    
 SR1193  ___________________________________________________________________
 SR1193  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 SR1193  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 SR1193
 SR1193  HORZ ORDER  -  THIRD
 SR1193
 SR1193.The horizontal coordinates were established by classical geodetic methods
 SR1193.and adjusted by the National Geodetic Survey in July 1992..
 SR1193
 SR1193.The orthometric height was scaled from a topographic map.
 SR1193
 SR1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1193
 SR1193.The geoid height was determined by GEOID03.
 SR1193
 SR1193;                    North         East     Units Scale Factor Converg.
 SR1193;SPC MT       -   375,601.327   675,664.545   MT  0.99944992   +0 44 12.5
 SR1193;SPC MT       - 1,232,287.82  2,216,747.19   iFT  0.99944992   +0 44 12.5
 SR1193;UTM  12      - 5,277,760.414   688,372.495   MT  1.00003607   +1 51 10.1
 SR1193
 SR1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1193!SPC MT       -   0.99986699  x   0.99944992  =   0.99931699
 SR1193!UTM  12      -   0.99986699  x   1.00003607  =   0.99990306
 SR1193
 SR1193                          SUPERSEDED SURVEY CONTROL
 SR1193
 SR1193  NAD 83(1986)-  47 37 32.99846(N)    108 29 33.88532(W) AD(       ) 3
 SR1193
 SR1193.Superseded values are not recommended for survey control.
 SR1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1193.See file dsdata.txt to determine how the superseded data were derived.
 SR1193
 SR1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT8837277760(NAD 83)
 SR1193_MARKER: DS = TRIANGULATION STATION DISK
 SR1193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1193
 SR1193  HISTORY     - Date     Condition        Report By
 SR1193  HISTORY     - 1885     MONUMENTED       MORC
 SR1193
 SR1193                          STATION DESCRIPTION
 SR1193
 SR1193'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SR1193'CREEK IS ON THE LEFT BANK, ON THE HIGHEST POINT ON THE W. SIDE OF
 SR1193'BIG ROCKY CREEK, 1.5 MI. FROM THE RIVER.
 SR1193'
 SR1193'STATION MARK--STANDARD MORC MARK CAPPED ON 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0921 ***********************************************************************
 TN0921  DESIGNATION -  CRIPPLE
 TN0921  PID         -  TN0921
 TN0921  STATE/COUNTY-  MT/LINCOLN
 TN0921  USGS QUAD   -  ALEXANDER MOUNTAIN (1983)
 TN0921
 TN0921                         *CURRENT SURVEY CONTROL
 TN0921  ___________________________________________________________________
 TN0921* NAD 83(1992)-  48 28 29.72618(N)    115 16 28.20166(W)     ADJUSTED  
 TN0921* NAVD 88     -       867.7    (meters)    2847.     (feet)  VERTCON   
 TN0921  ___________________________________________________________________
 TN0921  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 TN0921  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 TN0921
 TN0921  HORZ ORDER  -  SECOND
 TN0921
 TN0921.The horizontal coordinates were established by classical geodetic methods
 TN0921.and adjusted by the National Geodetic Survey in July 1992..
 TN0921
 TN0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0921
 TN0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0921
 TN0921.The geoid height was determined by GEOID03.
 TN0921
 TN0921;                    North         East     Units Scale Factor Converg.
 TN0921;SPC MT       -   485,212.093   173,551.823   MT  0.99972025   -4 13 26.7
 TN0921;SPC MT       - 1,591,903.19    569,395.74   iFT  0.99972025   -4 13 26.7
 TN0921;UTM  11      - 5,370,526.084   627,526.390   MT  0.99979981   +1 17 31.2
 TN0921
 TN0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0921!SPC MT       -   0.99986650  x   0.99972025  =   0.99958678
 TN0921!UTM  11      -   0.99986650  x   0.99979981  =   0.99966633
 TN0921
 TN0921|---------------------------------------------------------------------|
 TN0921| PID    Reference Object                     Distance      Geod. Az  |
 TN0921|                                                           dddmmss.s |
 TN0921| CH7179 CRIPPLE RM 1                         19.970 METERS 00720     |
 TN0921| CH7180 CRIPPLE RM 2                         14.306 METERS 15541     |
 TN0921| CH7178 CRIPPLE AZ MK                                      2501758.9 |
 TN0921|---------------------------------------------------------------------|
 TN0921
 TN0921                          SUPERSEDED SURVEY CONTROL
 TN0921
 TN0921  NAD 83(1986)-  48 28 29.73690(N)    115 16 28.20474(W) AD(       ) 2
 TN0921  NAD 27      -  48 28 29.89182(N)    115 16 24.61561(W) AD(       ) 2
 TN0921  NGVD 29 (07/19/86)  866.5    (m)         2843.     (f) VERT ANG       
 TN0921
 TN0921.Superseded values are not recommended for survey control.
 TN0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0921.See file dsdata.txt to determine how the superseded data were derived.
 TN0921
 TN0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP2752670526(NAD 83)
 TN0921_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0921_SETTING: 66 = SET IN ROCK OUTCROP
 TN0921
 TN0921  HISTORY     - Date     Condition        Report By
 TN0921  HISTORY     - 1959     MONUMENTED       CGS
 TN0921
 TN0921                          STATION DESCRIPTION
 TN0921
 TN0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0921'STATION IS ABOUT 12-1/2 MILES EAST AND 6 MILES NORTH OF LIBBY,
 TN0921'4 MILES SOUTH OF WARLAND, 1 MILE EAST OF THE KOOTENAI RIVER AND
 TN0921'IN THE SOUTHWEST 1/4 OF SECTION 2, T 31 N, R 28 W.  IT IS ON
 TN0921'THE SOUTHWESTERN SIDE OF A HIGH HILL AND ABOUT 100 FEET WEST
 TN0921'OF THE HIGHEST POINT OF THE HILL.
 TN0921'
 TN0921'TO REACH FROM THE CROSSROAD JUST NORTH OF THE POST OFFICE IN
 TN0921'WARLAND, GO EASTERLY ON GRAVEL ROAD AND CROSS RAILROAD TRACKS
 TN0921'FOR 0.25 MILE TO A T-INTERSECTION, TURN RIGHT, SOUTHERLY FOR
 TN0921'0.35 MILE TO CROSSROADS AND SIGN ON THE RIGHT YARNELL 2.5,
 TN0921'CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.85 MILE TO A SMALL
 TN0921'WOODEN BRIDGE, CONTINUE FOR 0.25 MILE TO THE END OF TRUCK
 TN0921'TRAVEL, (CONTINUE AHEAD ON GRAVEL ROAD FOR 0.45 MILE TO A FORK,
 TN0921'TAKE THE RIGHT FORK FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK
 TN0921'FOR 0.1 MILE TO A SMALL METAL BUILDING ON THE RIGHT AND
 TN0921'AZIMUTH MARK.) FROM THE END OF TRUCK TRAVEL PACK EAST UP
 TN0921'STEEP HILL FOR ABOUT 3/4 HOUR TO A 16 INCH PINE TREE WITH A
 TN0921'TRIANGLE BLAZE ON THE NORTHWEST SIDE AND STATION.
 TN0921'
 TN0921'STATION MARK IS A STANDARD DISK, STAMPED CRIPPLE 1959, CEMENTED
 TN0921'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE.
 TN0921'IT IS 100 FEET WEST AND ABOUT 3 FEET LOWER THAN THE HIGHEST
 TN0921'POINT OF THE HILL AND 67 FEET EAST-NORTHEAST OF A 16 INCH
 TN0921'PINE TREE WITH A TRIANGLE BLAZE ON THE NORTHWEST SIDE.
 TN0921'
 TN0921'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRIPPLE NO 1 1959,
 TN0921'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING
 TN0921'SURFACE.  IT IS 114 FEET NORTHEAST OF THE TREE.
 TN0921'
 TN0921'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRIPPLE NO 2 1959,
 TN0921'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING
 TN0921'SURFACE.  IT IS 82 FEET EAST-SOUTHEAST OF THE TREE.
 TN0921'
 TN0921'AZIMUTH MARK IS A STANDARD DISK, STAMPED CRIPPLE 1959, CEMENTED
 TN0921'IN A DRILL HOLE IN A 20 X 10 FOOT CONCRETE FOUNDATION FLUSH WITH
 TN0921'THE GROUND.  IT IS 135 FEET EAST OF THE EAST RAIL OF THE MAIN
 TN0921'LINE RAILROAD TRACKS, 34 FEET WEST OF THE CENTER OF THE GRAVEL
 TN0921'ROAD AND 17 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 TN0921'METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1551 ***********************************************************************
 SS1551  DESIGNATION -  CROCON
 SS1551  PID         -  SS1551
 SS1551  STATE/COUNTY-  MT/CHOUTEAU
 SS1551  USGS QUAD   -  LOMA WEST (1953)
 SS1551
 SS1551                         *CURRENT SURVEY CONTROL
 SS1551  ___________________________________________________________________
 SS1551* NAD 83(1992)-  47 52 36.20723(N)    110 34 49.65415(W)     ADJUSTED  
 SS1551* NAVD 88     -       871.8    (meters)    2860.     (feet)  VERTCON   
 SS1551  ___________________________________________________________________
 SS1551  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 SS1551  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 SS1551
 SS1551  HORZ ORDER  -  SECOND
 SS1551
 SS1551.The horizontal coordinates were established by classical geodetic methods
 SS1551.and adjusted by the National Geodetic Survey in July 1992..
 SS1551
 SS1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1551
 SS1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1551
 SS1551.The geoid height was determined by GEOID03.
 SS1551
 SS1551;                    North         East     Units Scale Factor Converg.
 SS1551;SPC MT       -   403,552.672   519,220.869   MT  0.99950657   -0 47 25.3
 SS1551;SPC MT       - 1,323,991.71  1,703,480.54   iFT  0.99950657   -0 47 25.3
 SS1551;UTM  12      - 5,302,683.969   531,370.293   MT  0.99961209   +0 18 40.2
 SS1551
 SS1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1551!SPC MT       -   0.99986573  x   0.99950657  =   0.99937236
 SS1551!UTM  12      -   0.99986573  x   0.99961209  =   0.99947787
 SS1551
 SS1551|---------------------------------------------------------------------|
 SS1551| PID    Reference Object                     Distance      Geod. Az  |
 SS1551|                                                           dddmmss.s |
 SS1551| CQ5358 CROCON RM 2                          12.303 METERS 00114     |
 SS1551| CQ5356 CROCON AZ MK                                       0221954.1 |
 SS1551| CQ5357 CROCON RM 1                           9.426 METERS 27331     |
 SS1551|---------------------------------------------------------------------|
 SS1551
 SS1551                          SUPERSEDED SURVEY CONTROL
 SS1551
 SS1551  NAD 83(1986)-  47 52 36.20345(N)    110 34 49.63327(W) AD(       ) 2
 SS1551  NAD 27      -  47 52 36.30800(N)    110 34 46.86600(W) AD(       ) 2
 SS1551  NGVD 29 (07/19/86)  871.0    (m)         2858.     (f) VERT ANG       
 SS1551
 SS1551.Superseded values are not recommended for survey control.
 SS1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1551.See file dsdata.txt to determine how the superseded data were derived.
 SS1551
 SS1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU3137002684(NAD 83)
 SS1551_MARKER: DS = TRIANGULATION STATION DISK
 SS1551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1551_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1551
 SS1551  HISTORY     - Date     Condition        Report By
 SS1551  HISTORY     - 1889     MONUMENTED       MORC
 SS1551  HISTORY     - 1949     GOOD             CGS
 SS1551  HISTORY     - 1949     GOOD             CGS
 SS1551
 SS1551                          STATION DESCRIPTION
 SS1551
 SS1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1551'STATION IS ABOUT 5 MILES SOUTHWEST OF LOMA, ABOUT 5-1/2 MILES
 SS1551'NORTHEAST OF FORT BENTON, AND ABOUT 0.1 MILE NORTH OF THE MISSOURI
 SS1551'RIVER, ON A PROMINENT, GRASSY KNOLL WHICH IS THE HIGHEST POINT
 SS1551'IN THE IMMEDIATE VICINITY, AND ON LAND OWNED BY MARY JONES.
 SS1551'IT IS 5 FEET NORTH OF A WITNESS POST.
 SS1551'
 SS1551'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FORT BENTON,
 SS1551'GO NORTH ON A SURFACED ROAD 1.75 MILES TO U.S. HIGHWAY 87,
 SS1551'TURN RIGHT, GO NORTHEAST ON HIGHWAY 87 FOR 3.55 MILES TO A SIDE
 SS1551'ROAD RIGHT, TURN RIGHT, GO EASTERLY 0.55 MILES TO THE TOP OF
 SS1551'GRADE AND THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ABOUT
 SS1551'100 FEET, TURN RIGHT AND GO SOUTH 0.25 MILE TO THE STATION.
 SS1551'
 SS1551'STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION IRON
 SS1551'CAP BOLTED TO THE TOP OF A 5-INCH IRON PIPE THAT PROJECTS
 SS1551'2 INCHES.
 SS1551'
 SS1551'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE WITNESS POST.
 SS1551'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED CROCON MO.
 SS1551'R C NO 1 1949.
 SS1551'
 SS1551'REFERENCE MARK NO. 2 IS 45 FEET NORTH OF THE WITNESS POST.  THE
 SS1551'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CROCON MO. R C
 SS1551'NO 2 1949.
 SS1551'
 SS1551'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE FROM THE STATION.
 SS1551'IT IS 29 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 3
 SS1551'FEET EAST OF A WITNESS POST AND 2 FEET WEST OF A POWER LINE POLE.
 SS1551'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CROCON
 SS1551'MO. R C 1949.
 SS1551'
 SS1551'A 4 FOOT STAND AT CROCON (MO. R C) WILL SEE 4 FOOT STANDS AT
 SS1551'STATIONS SKIT AND BLACK BLUFF (MO. R C).
 SS1551'
 SS1551'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET IN THE
 SS1551'TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SS1551
 SS1551                          STATION RECOVERY (1949)
 SS1551
 SS1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 SS1551'STATION MARK--STANDARD MORC IRON CAP BOLTED TO THE TOP OF A 5 IN. IRON
 SS1551'PIPE, PROJECTING 2 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0512 ***********************************************************************
 SQ0512  DESIGNATION -  CROOK
 SQ0512  PID         -  SQ0512
 SQ0512  STATE/COUNTY-  MT/GARFIELD
 SQ0512  USGS QUAD   -  LITTLE BUFFALO HILL (1985)
 SQ0512
 SQ0512                         *CURRENT SURVEY CONTROL
 SQ0512  ___________________________________________________________________
 SQ0512* NAD 83(1992)-  47 42 57.48196(N)    106 48 53.25643(W)     ADJUSTED  
 SQ0512* NAVD 88     -       812.12   (+/-2cm)    2664.4    (feet)  VERTCON   
 SQ0512  ___________________________________________________________________
 SQ0512  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 SQ0512  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 SQ0512
 SQ0512  HORZ ORDER  -  THIRD
 SQ0512  VERT ORDER  -  THIRD ? (See Below)
 SQ0512
 SQ0512.The horizontal coordinates were established by classical geodetic methods
 SQ0512.and adjusted by the National Geodetic Survey in July 1992..
 SQ0512
 SQ0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0512.The vertical order pertains to the NGVD 29 superseded value.
 SQ0512
 SQ0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0512
 SQ0512.The geoid height was determined by GEOID03.
 SQ0512
 SQ0512;                    North         East     Units Scale Factor Converg.
 SQ0512;SPC MT       -   388,582.174   801,335.305   MT  0.99946804   +1 57 51.3
 SQ0512;SPC MT       - 1,274,875.90  2,629,052.84   iFT  0.99946804   +1 57 51.3
 SQ0512;UTM  13      - 5,286,326.995   363,885.288   MT  0.99982767   -1 20 34.2
 SQ0512
 SQ0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0512!SPC MT       -   0.99987525  x   0.99946804  =   0.99934336
 SQ0512!UTM  13      -   0.99987525  x   0.99982767  =   0.99970294
 SQ0512
 SQ0512:                Primary Azimuth Mark                     Grid Az
 SQ0512:SPC MT       -  SHEEP                                    092 58 26.3
 SQ0512:UTM  13      -  SHEEP                                    096 16 51.8
 SQ0512
 SQ0512|---------------------------------------------------------------------|
 SQ0512| PID    Reference Object                     Distance      Geod. Az  |
 SQ0512|                                                           dddmmss.s |
 SQ0512| SQ0511 SHEEP                               APPROX. 7.7 KM 0945617.6 |
 SQ0512|---------------------------------------------------------------------|
 SQ0512
 SQ0512                          SUPERSEDED SURVEY CONTROL
 SQ0512
 SQ0512  NAD 83(1986)-  47 42 57.47783(N)    106 48 53.24395(W) AD(       ) 3
 SQ0512  NAD 27      -  47 42 57.44900(N)    106 48 51.01400(W) AD(       ) 3
 SQ0512  NGVD 29 (07/19/86)  811.47   (m)         2662.3    (f) LEVELING    3  
 SQ0512
 SQ0512.Superseded values are not recommended for survey control.
 SQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0512.See file dsdata.txt to determine how the superseded data were derived.
 SQ0512
 SQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN6388586327(NAD 83)
 SQ0512_MARKER: P = PIPE CAP
 SQ0512_SETTING: 0 = UNSPECIFIED SETTING
 SQ0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0512
 SQ0512  HISTORY     - Date     Condition        Report By
 SQ0512  HISTORY     - 1937     MONUMENTED       USE
 SQ0512
 SQ0512                          STATION DESCRIPTION
 SQ0512
 SQ0512'DESCRIBED BY US ENGINEERS 1937
 SQ0512'THE STATION IS IN GARFIELD COUNTY ON THE RIGHT BANK OF THE
 SQ0512'MISSOURI RIVER AND VERY NEAR THE NORTHWEST CORNER OF SECTION
 SQ0512'35, T. 23 N., R. 38 E.  THE STATION IS 3-1/2 MILES AIRLINE
 SQ0512'NORTHEAST OF NINTH POINT, 3-1/2 MILES WEST OF CROOKED CREEK,
 SQ0512'AND 1-3/4 MILES SOUTH OF THE MISSOURI RIVER ON A HIGH TIMBERED
 SQ0512'POINT OVERLOOKING THE B.B. BOTTOMS.  THE STATION IS ON HIGHEST
 SQ0512'GROUND IN THE VICINITY.
 SQ0512'
 SQ0512'THE STATION IS INACCESSIBLE BY AUTOMOBILE BUT MAY BE APPROACHED
 SQ0512'VIA THE BUFFALO HILL ROAD.  TO REACH STATION DRIVE EAST ON
 SQ0512'HIGHWAY NO. 18 FROM JORDAN ABOUT 7 MILES TO JUNCTION WITH ROAD
 SQ0512'TO HAXBY AND LISMAS FERRY.  TURN LEFT OR NORTH ON COUNTY ROAD
 SQ0512'TO HAXBY AND DRIVE NORTHEAST ABOUT 14 MILES TO FORK.  THIS FORK
 SQ0512'IS ABOUT ONE MILE SOUTHEAST OF J.W. VANCE RANCH AND IS AT A
 SQ0512'GROUP OF POST BOXES.  LEAVE MAIN ROAD TURNING LEFT ON THE
 SQ0512'BUFFALO HILL ROAD AND CONTINUE NORTH AND NORTHWEST PAST
 SQ0512'THE BUFFALO HILLS THENCE ALONG TOP OF DIVIDES ON DIM TRAIL
 SQ0512'TO BEGINNING OF STEEP GRADE INTO THE MISSOURI RIVER VALLEY
 SQ0512'AND THE B.B.  BOTTOMS, PROCEED DOWN THE GRADE TO THE END
 SQ0512'OF AUTOMOBILE TRAVEL.  FROM HERE CONTINUE ON FOOT TO
 SQ0512'TOP OF HIGH POINT TO EAST OF ROUGH COULEE AND STATION.
 SQ0512'
 SQ0512'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0512'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0563 ***********************************************************************
 TL0563  DESIGNATION -  CROOKED
 TL0563  PID         -  TL0563
 TL0563  STATE/COUNTY-  MT/TOOLE
 TL0563  USGS QUAD   -  DEVON (1970)
 TL0563
 TL0563                         *CURRENT SURVEY CONTROL
 TL0563  ___________________________________________________________________
 TL0563* NAD 83(1992)-  48 26 02.06616(N)    111 29 33.11125(W)     ADJUSTED  
 TL0563* NAVD 88     -      1017.1    (meters)    3337.     (feet)  VERTCON   
 TL0563  ___________________________________________________________________
 TL0563  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 TL0563  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 TL0563
 TL0563  HORZ ORDER  -  FIRST
 TL0563
 TL0563.The horizontal coordinates were established by classical geodetic methods
 TL0563.and adjusted by the National Geodetic Survey in July 1992..
 TL0563
 TL0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0563
 TL0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0563
 TL0563.The geoid height was determined by GEOID03.
 TL0563
 TL0563;                    North         East     Units Scale Factor Converg.
 TL0563;SPC MT       -   466,800.272   452,617.659   MT  0.99970204   -1 27 27.2
 TL0563;SPC MT       - 1,531,496.96  1,484,966.07   iFT  0.99970204   -1 27 27.2
 TL0563;UTM  12      - 5,364,646.203   463,568.609   MT  0.99961631   -0 22 06.6
 TL0563
 TL0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0563!SPC MT       -   0.99984291  x   0.99970204  =   0.99954499
 TL0563!UTM  12      -   0.99984291  x   0.99961631  =   0.99945928
 TL0563
 TL0563|---------------------------------------------------------------------|
 TL0563| PID    Reference Object                     Distance      Geod. Az  |
 TL0563|                                                           dddmmss.s |
 TL0563| CN4188 CROOKED RM 1                         21.268 METERS 08338     |
 TL0563| CN4189 CROOKED RM 2                         17.402 METERS 17806     |
 TL0563| TL0564 DUNKIRK MONTANA PWR CO RAD MST      APPROX. 9.3 KM 3141954.1 |
 TL0563| CN4187 CROOKED AZ MK                                      3594044.8 |
 TL0563|---------------------------------------------------------------------|
 TL0563
 TL0563                          SUPERSEDED SURVEY CONTROL
 TL0563
 TL0563  NAD 83(1986)-  48 26 02.06631(N)    111 29 33.10256(W) AD(       ) 1
 TL0563  NAD 27      -  48 26 02.12481(N)    111 29 30.10319(W) AD(       ) 1
 TL0563  NGVD 29 (07/19/86) 1016.2    (m)         3334.     (f) VERT ANG       
 TL0563
 TL0563.Superseded values are not recommended for survey control.
 TL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0563.See file dsdata.txt to determine how the superseded data were derived.
 TL0563
 TL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU6356964646(NAD 83)
 TL0563_MARKER: DS = TRIANGULATION STATION DISK
 TL0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0563
 TL0563  HISTORY     - Date     Condition        Report By
 TL0563  HISTORY     - 1964     MONUMENTED       CGS
 TL0563
 TL0563                          STATION DESCRIPTION
 TL0563
 TL0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0563'THE STATION IS LOCATED ABOUT 17-1/2 MILES EAST SOUTHEAST OF
 TL0563'SHELBY, 12-1/2 MILES WEST SOUTHWEST OF LOTHAIR, 2-1/2 MILES SOUTH
 TL0563'SOUTHWEST OF DEVON ON THE HIGHEST POINT IN THE VICINITY.
 TL0563'
 TL0563'TO REACH THE STATION FROM THE CITY HALL, IN THE EAST EDGE OF SHELBY,
 TL0563'GO EAST ON U.S. HIGHWAY 2 FOR 9.3 MILES TO THE DUNKIRK ELEVATOR
 TL0563'ON THE LEFT.  CONTINUE EAST ON U.S. HIGHWAY 2 FOR 8.1 MILES TO A
 TL0563'GRAVELED SIDE ROAD ON THE RIGHT.  THIS IS ABOUT 1/2 MILE BEFORE
 TL0563'REACHING THE DEVON TURNOFF.  TURN RIGHT AND GO SOUTH ON THE
 TL0563'GRAVELED ROAD FOR 0.9 MILE TO A POINT WHERE AN OVERHEAD POWER
 TL0563'LINE CROSSES THE ROAD.  CONTINUE SOUTH FOR 0.8 MILE TO THE
 TL0563'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.4 MILE TO THE
 TL0563'SOUTH END OF A LOW RISE AND THE STATION ON THE RIGHT.
 TL0563'
 TL0563'THE STATION MARK IS A STANDARD DISK, STAMPED CROOKED 1964, SET
 TL0563'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TL0563'THAT PROJECTS 1 INCH.  IT IS 40 FEET WEST OF THE CENTERLINE OF THE
 TL0563'GRAVELED ROAD.
 TL0563'
 TL0563'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROOKED NO 1 1964,
 TL0563'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TL0563'DIAMETER, THAT PROJECTS 1 INCH.  IT IS 40 FEET EAST OF THE CENTER
 TL0563'OF THE GRAVELED ROAD AND ABOUT 3 FEET LOWER THAN THE STATION.
 TL0563'
 TL0563'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROOKED NO 2 1964,
 TL0563'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TL0563'THAT PROJECTS 1 INCH.  IT IS 39 FEET WEST OF THE CENTERLINE OF
 TL0563'THE GRAVELED ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TL0563'
 TL0563'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CROOKED 1964, SET
 TL0563'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TL0563'THAT PROJECTS 7 INCHES.  IT IS 36 FEET WEST OF THE CENTERLINE OF
 TL0563'THE GRAVELED ROAD AND 3.8 FEET EAST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0751 ***********************************************************************
 RV0751  DESIGNATION -  CROP
 RV0751  PID         -  RV0751
 RV0751  STATE/COUNTY-  MT/STILLWATER
 RV0751  USGS QUAD   -  LOCOMOTIVE BUTTE SE (1985)
 RV0751
 RV0751                         *CURRENT SURVEY CONTROL
 RV0751  ___________________________________________________________________
 RV0751* NAD 83(1992)-  46 02 29.87046(N)    109 21 50.41012(W)     ADJUSTED  
 RV0751* NAVD 88     -      1454.9    (meters)    4773.     (feet)  VERTCON   
 RV0751  ___________________________________________________________________
 RV0751  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 RV0751  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 RV0751
 RV0751  HORZ ORDER  -  THIRD
 RV0751
 RV0751.The horizontal coordinates were established by classical geodetic methods
 RV0751.and adjusted by the National Geodetic Survey in July 1992..
 RV0751
 RV0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0751
 RV0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0751
 RV0751.The geoid height was determined by GEOID03.
 RV0751
 RV0751;                    North         East     Units Scale Factor Converg.
 RV0751;SPC MT       -   199,112.365   610,521.986   MT  0.99953486   +0 05 58.1
 RV0751;SPC MT       -   653,255.79  2,003,024.89   iFT  0.99953486   +0 05 58.1
 RV0751;UTM  12      - 5,099,974.042   626,583.408   MT  0.99979698   +1 10 40.1
 RV0751
 RV0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0751!SPC MT       -   0.99977386  x   0.99953486  =   0.99930882
 RV0751!UTM  12      -   0.99977386  x   0.99979698  =   0.99957088
 RV0751
 RV0751:                Primary Azimuth Mark                     Grid Az
 RV0751:SPC MT       -  GRAIN EL E OF 4                          130 47 44.1
 RV0751:UTM  12      -  GRAIN EL E OF 4                          129 43 02.1
 RV0751
 RV0751|---------------------------------------------------------------------|
 RV0751| PID    Reference Object                     Distance      Geod. Az  |
 RV0751|                                                           dddmmss.s |
 RV0751| QW0593 GRAIN EL E OF 4                     APPROX.11.5 KM 1305342.2 |
 RV0751| QW0595 RAPELJE                             APPROX.10.3 KM 2193008.6 |
 RV0751|---------------------------------------------------------------------|
 RV0751
 RV0751                          SUPERSEDED SURVEY CONTROL
 RV0751
 RV0751  NAD 83(1986)-  46 02 29.86888(N)    109 21 50.38333(W) AD(       ) 3
 RV0751  NAD 27      -  46 02 30.07134(N)    109 21 47.75699(W) AD(       ) 3
 RV0751  NGVD 29 (07/19/86) 1454.0    (m)         4770.     (f) VERT ANG       
 RV0751
 RV0751.Superseded values are not recommended for survey control.
 RV0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0751.See file dsdata.txt to determine how the superseded data were derived.
 RV0751
 RV0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR2658399974(NAD 83)
 RV0751_MARKER: DD = SURVEY DISK
 RV0751_SETTING: 0 = UNSPECIFIED SETTING
 RV0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0751
 RV0751  HISTORY     - Date     Condition        Report By
 RV0751  HISTORY     - 1952     MONUMENTED       USGS
 RV0751
 RV0751                          STATION DESCRIPTION
 RV0751
 RV0751'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RV0751'STATION IS LOCATED 29 AIR MI. NE. OF BIG TIMBER, MONTANA, ON FIRST
 RV0751'KNOB S. OF HIGHEST PART OF LARGE RIDGE.
 RV0751'
 RV0751'TO REACH STATION BY JEEP FROM BIG TIMBER POST OFFICE GO W. 2 BLOCKS
 RV0751'TO HIGHWAY, TURN RIGHT AND CONTINUE N. ON STATE HIGHWAY 19, 1.5 MI. TO
 RV0751'GRAVEL RD. TO RIGHT, TAKE GRAVEL RD. 0.2 MI. TO FORK, TAKE LEFT FORK
 RV0751'AND CONTINUE NE. ON GIBSON RD. 19.6 MI. TO INTERSECTION OF FOUR ROADS,
 RV0751'FROM THERE CONTINUE E. 11.0 MI. TO INTERSECTION, TURN LEFT N. AND
 RV0751'CONTINUE 3.9 MI. TO TRACK RD. TO LEFT, CONTINUE ON TRACK RD. 0.2 MI.
 RV0751'W. TO INTERSECTION, TAKE LEFT FORK ON TRACK RD. AND CONTINUE 0.8 MI.,
 RV0751'THEN LEAVE RD. AND CONTINUE 0.5 MI. ACROSS COUNTRY W. AND N. TO SECOND
 RV0751'KNOB AND STATION ON HIGHEST POINT OF KNOB.
 RV0751'
 RV0751'STATION MARK - STANDARD USGS TABLET IN CONCRETE MONUMENT POURED IN
 RV0751'PLACE, STAMPED ---CROP 1952---.
 RV0751'
 RV0751'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0523 ***********************************************************************
 SQ0523  DESIGNATION -  CROSS
 SQ0523  PID         -  SQ0523
 SQ0523  STATE/COUNTY-  MT/VALLEY
 SQ0523  USGS QUAD   -  HARPER CAMP (1971)
 SQ0523
 SQ0523                         *CURRENT SURVEY CONTROL
 SQ0523  ___________________________________________________________________
 SQ0523* NAD 83(1992)-  47 41 28.12549(N)    107 04 33.44201(W)     ADJUSTED  
 SQ0523* NAVD 88     -       824.69   (+/-2cm)    2705.7    (feet)  VERTCON   
 SQ0523  ___________________________________________________________________
 SQ0523  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 SQ0523  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SQ0523
 SQ0523  HORZ ORDER  -  THIRD
 SQ0523  VERT ORDER  -  THIRD ? (See Below)
 SQ0523
 SQ0523.The horizontal coordinates were established by classical geodetic methods
 SQ0523.and adjusted by the National Geodetic Survey in July 1992..
 SQ0523
 SQ0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0523.The vertical order pertains to the NGVD 29 superseded value.
 SQ0523
 SQ0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0523
 SQ0523.The geoid height was determined by GEOID03.
 SQ0523
 SQ0523;                    North         East     Units Scale Factor Converg.
 SQ0523;SPC MT       -   385,186.553   781,845.411   MT  0.99946280   +1 46 23.5
 SQ0523;SPC MT       - 1,263,735.41  2,565,109.62   iFT  0.99946280   +1 46 23.5
 SQ0523;UTM  13      - 5,284,060.734   344,224.133   MT  0.99989820   -1 32 07.9
 SQ0523
 SQ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0523!SPC MT       -   0.99987325  x   0.99946280  =   0.99933612
 SQ0523!UTM  13      -   0.99987325  x   0.99989820  =   0.99977146
 SQ0523
 SQ0523:                Primary Azimuth Mark                     Grid Az
 SQ0523:SPC MT       -  GRIZZLY                                  077 21 12.3
 SQ0523:UTM  13      -  GRIZZLY                                  080 39 43.7
 SQ0523
 SQ0523|---------------------------------------------------------------------|
 SQ0523| PID    Reference Object                     Distance      Geod. Az  |
 SQ0523|                                                           dddmmss.s |
 SQ0523| SQ0522 GRIZZLY                             APPROX. 5.4 KM 0790735.8 |
 SQ0523|---------------------------------------------------------------------|
 SQ0523
 SQ0523                          SUPERSEDED SURVEY CONTROL
 SQ0523
 SQ0523  NAD 83(1986)-  47 41 28.12071(N)    107 04 33.42859(W) AD(       ) 3
 SQ0523  NAD 27      -  47 41 28.09500(N)    107 04 31.14300(W) AD(       ) 3
 SQ0523  NGVD 29 (07/19/86)  824.01   (m)         2703.4    (f) LEVELING    3  
 SQ0523
 SQ0523.Superseded values are not recommended for survey control.
 SQ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0523.See file dsdata.txt to determine how the superseded data were derived.
 SQ0523
 SQ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN4422484061(NAD 83)
 SQ0523_MARKER: P = PIPE CAP
 SQ0523_SETTING: 0 = UNSPECIFIED SETTING
 SQ0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0523
 SQ0523  HISTORY     - Date     Condition        Report By
 SQ0523  HISTORY     - 1937     MONUMENTED       USE
 SQ0523
 SQ0523                          STATION DESCRIPTION
 SQ0523
 SQ0523'DESCRIBED BY US ENGINEERS 1937
 SQ0523'THE STATION IS IN VALLEY COUNTY ON THE LEFT BANK OF THE MISSOURI
 SQ0523'RIVER AND IN THE SOUTHEAST CORNER OF SECTION 3, T. 22 N., R. 36 E.
 SQ0523'THE STATION IS ABOUT 2 MILES NORTH OF THE MISSOURI RIVER AND
 SQ0523'1-1/2 MILES NORTHEAST OF THE MOUTH OF THE CABIN COULEE CANYON
 SQ0523'ON A HIGH KNOLL AT THE SOUTHWEST CORNER OF THE HIGH PLATEAU
 SQ0523'BETWEEN SUTHERLAND CREEK AND THE MISSOURI RIVER.
 SQ0523'
 SQ0523'IT MAY BE POSSIBLE TO REACH THE STATION BY AUTOMOBILE FROM THE
 SQ0523'FARANUF-NINTH POINT FORK OF WILLOW CREEK ROAD BY DRIVING
 SQ0523'SOUTHWEST ON THE RIGHT FORK FOR ABOUT 8 MILES TO THE MURRAY
 SQ0523'AND JAMESON TURNOFF.  LEAVE THE MAIN ROAD AT THIS POINT AND
 SQ0523'GO SOUTH ON RANCH ROAD THROUGH MURRAY AND JAMESON RANCH TO
 SQ0523'SUTHERLAND CREEK, A DISTANCE OF ABOUT 7 MILES.  CROSS CREEK
 SQ0523'AND CONTINUE SOUTHEAST TO TOP OF DIVIDE AND FORK IN ROAD.
 SQ0523'TURN SHARPLY RIGHT AND CONTINUE WEST ABOUT 1/2 MILE TO
 SQ0523'INTERSECTION OF TRAILS.  KEEP TO ROAD WEST AND CONTINUE WEST AND
 SQ0523'SOUTHWEST ABOUT 4 MILES TO BEGINNING OF GRADE INTO RIVER
 SQ0523'VALLEY.  LEAVE THE TRAIL AT THIS POINT TURNING LEFT AND
 SQ0523'PROCEED ACROSS COUNTRY TO TOP OF ISLOLATED GRASSY BUTTE AND
 SQ0523'STATION.  THIS ROAD WAS NOT TRAVELED BY THE PARTY DOING THE
 SQ0523'WORK.
 SQ0523'
 SQ0523'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0523'
 SQ0523'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0523'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0946 ***********************************************************************
 TM0946  DESIGNATION -  CROSSLEY
 TM0946  PID         -  TM0946
 TM0946  STATE/COUNTY-  MT/GLACIER
 TM0946  USGS QUAD   -  MOUNT CLEVELAND (1968)
 TM0946
 TM0946                         *CURRENT SURVEY CONTROL
 TM0946  ___________________________________________________________________
 TM0946* NAD 83(1992)-  48 53 06.65198(N)    113 46 28.81129(W)     ADJUSTED  
 TM0946* NAVD 88     -      2848.86   (+/-2cm)    9346.6    (feet)  VERTCON   
 TM0946  ___________________________________________________________________
 TM0946  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 TM0946  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 TM0946
 TM0946  HORZ ORDER  -  FIRST
 TM0946  VERT ORDER  -  THIRD ? (See Below)
 TM0946
 TM0946.The horizontal coordinates were established by classical geodetic methods
 TM0946.and adjusted by the National Geodetic Survey in July 1992..
 TM0946
 TM0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0946.The vertical order pertains to the NGVD 29 superseded value.
 TM0946
 TM0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0946
 TM0946.The geoid height was determined by GEOID03.
 TM0946
 TM0946;                    North         East     Units Scale Factor Converg.
 TM0946;SPC MT       -   523,651.225   286,673.497   MT  0.99993141   -3 07 37.0
 TM0946;SPC MT       - 1,718,015.83    940,529.85   iFT  0.99993141   -3 07 37.0
 TM0946;UTM  12      - 5,418,403.920   296,598.237   MT  1.00010829   -2 05 28.1
 TM0946
 TM0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0946!SPC MT       -   0.99955599  x   0.99993141  =   0.99948743
 TM0946!UTM  12      -   0.99955599  x   1.00010829  =   0.99966423
 TM0946
 TM0946:                Primary Azimuth Mark                     Grid Az
 TM0946:SPC MT       -  CRACKER                                  152 34 29.3
 TM0946:UTM  12      -  CRACKER                                  151 32 20.4
 TM0946
 TM0946|---------------------------------------------------------------------|
 TM0946| PID    Reference Object                     Distance      Geod. Az  |
 TM0946|                                                           dddmmss.s |
 TM0946| TM0943 CRACKER                             APPROX.19.8 KM 1492652.3 |
 TM0946|---------------------------------------------------------------------|
 TM0946
 TM0946                          SUPERSEDED SURVEY CONTROL
 TM0946
 TM0946  NAD 83(1986)-  48 53 06.65526(N)    113 46 28.81152(W) AD(       ) 1
 TM0946  NAD 27      -  48 53 06.74000(N)    113 46 25.37800(W) AD(       ) 1
 TM0946  NGVD 29 (07/19/86) 2847.50   (m)         9342.2    (f) LEVELING    3  
 TM0946
 TM0946.Superseded values are not recommended for survey control.
 TM0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0946.See file dsdata.txt to determine how the superseded data were derived.
 TM0946
 TM0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTV9659818404(NAD 83)
 TM0946_MARKER: DD = SURVEY DISK
 TM0946_SETTING: 80 = SET IN A BOULDER
 TM0946_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TM0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0946+STABILITY: SURFACE MOTION
 TM0946
 TM0946  HISTORY     - Date     Condition        Report By
 TM0946  HISTORY     - 1924     MONUMENTED       CGS
 TM0946
 TM0946                          STATION DESCRIPTION
 TM0946
 TM0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 TM0946'ON A SHARP PEAK ON THE CROSSLEY RIDGE IN GLACIER NATIONAL PARK.  THIS
 TM0946'RIDGE LIES TO THE EAST OF GLENNS LAKE.  THE STATION IS ABOUT ONE -
 TM0946'HALF MILE NORTHEAST OF MOUNT MERRIT AND ON THE SAME RIDGE.
 TM0946'
 TM0946'STATION MARK--A STANDARD USC AND GS BRONZE - DISK STATION MARK WEDGED
 TM0946'IN A DRILL HOLE IN A BOULDER.  THE TWO REFERENCE MARKS ARE STANDARD
 TM0946'USC AND GS BRONZE - DISK REFERENCE MARKS, WITH THE ARROWS POINTING
 TM0946'TOWARD THE STATION, WEDGED IN DRILL HOLES IN BOULDERS.  REFERENCE MARK
 TM0946'NO 1 IS 14.025 METERS FROM THE STATION IN BEARING 6 DEGREES 01
 TM0946'MINUTES.  REFERENCE MARK NO 2 IS 20.540 METERS FROM THE STATION IN
 TM0946'BEARING 186 DEGREES 27 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0921 ***********************************************************************
 TM0921  DESIGNATION -  CROSSOVER MOUNTAIN LOOKOUT
 TM0921  PID         -  TM0921
 TM0921  STATE/COUNTY-  MT/FLATHEAD
 TM0921  USGS QUAD   -  CIRCUS PEAK (1994)
 TM0921
 TM0921                         *CURRENT SURVEY CONTROL
 TM0921  ___________________________________________________________________
 TM0921* NAD 83(1992)-  48 01 58.07751(N)    113 33 29.34299(W)     ADJUSTED  
 TM0921* NAVD 88     -                                                        
 TM0921  ___________________________________________________________________
 TM0921  LAPLACE CORR-          10.92  (seconds)                    DEFLEC99
 TM0921  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 TM0921
 TM0921  HORZ ORDER  -  THIRD
 TM0921
 TM0921.The horizontal coordinates were established by classical geodetic methods
 TM0921.and adjusted by the National Geodetic Survey in July 1992..
 TM0921
 TM0921
 TM0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0921
 TM0921.The geoid height was determined by GEOID03.
 TM0921
 TM0921;                    North         East     Units Scale Factor Converg.
 TM0921;SPC MT       -   428,176.242   297,622.100   MT  0.99955161   -2 58 06.8
 TM0921;SPC MT       - 1,404,777.70    976,450.46   iFT  0.99955161   -2 58 06.8
 TM0921;UTM  12      - 5,323,112.073   309,301.070   MT  1.00004687   -1 54 09.5
 TM0921
 TM0921                          SUPERSEDED SURVEY CONTROL
 TM0921
 TM0921  NAD 83(1986)-  48 01 58.08915(N)    113 33 29.33359(W) AD(       ) 4
 TM0921  NAD 27      -  48 01 58.27230(N)    113 33 25.99733(W) AD(       ) 3
 TM0921
 TM0921.Superseded values are not recommended for survey control.
 TM0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0921.See file dsdata.txt to determine how the superseded data were derived.
 TM0921
 TM0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU0930123112(NAD 83)
 TM0921
 TM0921  HISTORY     - Date     Condition        Report By
 TM0921  HISTORY     - 1940     MONUMENTED       CGS
 TM0921
 TM0921                          STATION DESCRIPTION
 TM0921
 TM0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 TM0921'CROSSOVER MOUNTAIN FOREST SERVICE LOOKOUT HOUSE IS IN THE FLATHEAD
 TM0921'NATIONAL FOREST ON A SHARP POINTED PEAK, 8 MILES NNW OF SPOTTED
 TM0921'BEAR RANGER STATION, 2 MILES E OF SOUTH FORK OF FLATHEAD RIVER
 TM0921'AND 15 MILES NE OF SWAN LAKE.  THE CENTER OF THE HOUSE WAS
 TM0921'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0523 ***********************************************************************
 ST0523  DESIGNATION -  CROW
 ST0523  PID         -  ST0523
 ST0523  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0523  USGS QUAD   -  HEART LAKE (1968)
 ST0523
 ST0523                         *CURRENT SURVEY CONTROL
 ST0523  ___________________________________________________________________
 ST0523* NAD 83(1992)-  47 14 17.40776(N)    112 44 23.19874(W)     ADJUSTED  
 ST0523* NAVD 88     -      2625.8    (meters)    8615.     (feet)  VERTCON   
 ST0523  ___________________________________________________________________
 ST0523  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 ST0523  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 ST0523
 ST0523  HORZ ORDER  -  SECOND
 ST0523
 ST0523.The horizontal coordinates were established by classical geodetic methods
 ST0523.and adjusted by the National Geodetic Survey in July 1992..
 ST0523
 ST0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0523
 ST0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0523
 ST0523.The geoid height was determined by GEOID03.
 ST0523
 ST0523;                    North         East     Units Scale Factor Converg.
 ST0523;SPC MT       -   337,108.904   354,909.585   MT  0.99940037   -2 22 11.7
 ST0523;SPC MT       - 1,106,000.34  1,164,401.53   iFT  0.99940037   -2 22 11.7
 ST0523;UTM  12      - 5,233,099.479   368,322.883   MT  0.99981309   -1 16 39.0
 ST0523
 ST0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0523!SPC MT       -   0.99959053  x   0.99940037  =   0.99899115
 ST0523!UTM  12      -   0.99959053  x   0.99981309  =   0.99940370
 ST0523
 ST0523:                Primary Azimuth Mark                     Grid Az
 ST0523:SPC MT       -  STEAMBOAT MTN LOOKOUT HOUSE              044 58 23.4
 ST0523:UTM  12      -  STEAMBOAT MTN LOOKOUT HOUSE              043 52 50.7
 ST0523
 ST0523|---------------------------------------------------------------------|
 ST0523| PID    Reference Object                     Distance      Geod. Az  |
 ST0523|                                                           dddmmss.s |
 ST0523| ST0514 STEAMBOAT MTN LOOKOUT HOUSE         APPROX.10.4 KM 0423611.7 |
 ST0523| CN4196 CROW AZ MK                                         0953511.1 |
 ST0523| ST0517 SILVER KING MOUNTAIN LOT            APPROX.21.1 KM 1302922.5 |
 ST0523| CN4197 CROW RM 1                             8.289 METERS 26125     |
 ST0523| CN4198 CROW RM 2                             4.980 METERS 34500     |
 ST0523|---------------------------------------------------------------------|
 ST0523
 ST0523                          SUPERSEDED SURVEY CONTROL
 ST0523
 ST0523  NAD 83(1986)-  47 14 17.41364(N)    112 44 23.18430(W) AD(       ) 2
 ST0523  NAD 27      -  47 14 17.61980(N)    112 44 20.03870(W) AD(       ) 2
 ST0523  NGVD 29 (07/19/86) 2624.5    (m)         8611.     (f) VERT ANG       
 ST0523
 ST0523.Superseded values are not recommended for survey control.
 ST0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0523.See file dsdata.txt to determine how the superseded data were derived.
 ST0523
 ST0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT6832333099(NAD 83)
 ST0523_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0523_SETTING: 66 = SET IN ROCK OUTCROP
 ST0523
 ST0523  HISTORY     - Date     Condition        Report By
 ST0523  HISTORY     - 1960     MONUMENTED       CGS
 ST0523
 ST0523                          STATION DESCRIPTION
 ST0523
 ST0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0523'STATION IS LOCATED ABOUT 24 MILES SOUTHWEST OF AUGUSTA, 27-1/4
 ST0523'MILES WEST AND 3 MILES SOUTH OF BOWMAN JUNCTION (JUNCTION OF
 ST0523'STATE HIGHWAYS 20 AND 33), 6-1/2 MILES SOUTHWEST OF STEAMBOAT
 ST0523'MTN LOOKOUT HOUSE, ON THE HIGHEST POINT OF A SHALE COVERED,
 ST0523'SMOOTH SHARP TOPPED PEAK LOCATED ALONG RED RIDGE WHICH IS A
 ST0523'SERIES OF SHARP, RED COLORED HILLS AND IS THE FIRST HIGH RANGE
 ST0523'TO THE WEST OF STEAMBOAT MTN.  THE HIGHEST AND MOST PROMINENT
 ST0523'PEAK OF RED RIDGE IS ABOUT 1 MILE SOUTH OF THE STATION.
 ST0523'
 ST0523'THE STATION WAS REACHED BY HELICOPTER.  THERE IS A GRASSY SADDLE
 ST0523'ABOUT 300 YARDS EAST OF THE PEAK WHICH IS A GOOD HELICOPTER
 ST0523'LANDING AREA AND TENT CAMPSITE.
 ST0523'
 ST0523'STATION MARK IS A STANDARD DISK, STAMPED CROW 1960, CEMENTED
 ST0523'IN A DRILL HOLE IN FLUSH BEDROCK.  IT IS 6 FEET WEST OF A SMALL
 ST0523'CAIRN WHICH IS AT THE APPARENT EXTREME HIGHEST POINT OF THE
 ST0523'PEAK.
 ST0523'
 ST0523'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROW NO 1 1960,
 ST0523'CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK.  IT IS 27 FEET WEST
 ST0523'OF THE CAIRN AND ABOUT 6 FEET LOWER THAN THE STATION MARK.
 ST0523'
 ST0523'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROW NO 2 1960,
 ST0523'CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK.  IT IS 21 FEET NORTH
 ST0523'OF THE CAIRN AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 ST0523'
 ST0523'AZIMUTH MARK IS A STANDARD DISK, STAMPED CROW 1960, CEMENTED
 ST0523'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 4 INCHES.
 ST0523'IT IS LOCATED NEAR THE EAST END OF THE FIRST SADDLE IN THE
 ST0523'RIDGE EAST OF THE STATION AND IN THE FIRST AREA OF OUTCROPPING
 ST0523'BEDROCK.  ABOUT A 10 MINUTE PACK FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0616 ***********************************************************************
 ST0616  DESIGNATION -  CROW
 ST0616  PID         -  ST0616
 ST0616  STATE/COUNTY-  MT/LAKE
 ST0616  USGS QUAD   -  PIPER-CROW PASS (1994)
 ST0616
 ST0616                         *CURRENT SURVEY CONTROL
 ST0616  ___________________________________________________________________
 ST0616* NAD 83(1992)-  47 31 16.62421(N)    113 58 04.48842(W)     ADJUSTED  
 ST0616* NAVD 88     -      2190.     (meters)    7185.     (feet)  SCALED    
 ST0616  ___________________________________________________________________
 ST0616  LAPLACE CORR-          22.22  (seconds)                    DEFLEC99
 ST0616  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 ST0616
 ST0616  HORZ ORDER  -  FIRST
 ST0616
 ST0616.The horizontal coordinates were established by classical geodetic methods
 ST0616.and adjusted by the National Geodetic Survey in July 1992..
 ST0616
 ST0616.The orthometric height was scaled from a topographic map.
 ST0616
 ST0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0616
 ST0616.The geoid height was determined by GEOID03.
 ST0616
 ST0616;                    North         East     Units Scale Factor Converg.
 ST0616;SPC MT       -   373,086.382   263,881.008   MT  0.99943202   -3 16 05.9
 ST0616;SPC MT       - 1,224,036.69    865,751.34   iFT  0.99943202   -3 16 05.9
 ST0616;UTM  12      - 5,267,364.892   276,575.299   MT  1.00021349   -2 11 23.4
 ST0616;UTM  11      - 5,267,551.605   728,255.266   MT  1.00024031   +2 14 14.0
 ST0616
 ST0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0616!SPC MT       -   0.99965909  x   0.99943202  =   0.99909131
 ST0616!UTM  12      -   0.99965909  x   1.00021349  =   0.99987251
 ST0616!UTM  11      -   0.99965909  x   1.00024031  =   0.99989932
 ST0616
 ST0616|---------------------------------------------------------------------|
 ST0616| PID    Reference Object                     Distance      Geod. Az  |
 ST0616|                                                           dddmmss.s |
 ST0616| CN4194 CROW RM 1                             6.421 METERS 09832     |
 ST0616| SU0955 LAKE                                APPROX.22.9 KM 1902929.3 |
 ST0616| CN4195 CROW RM 2                             5.270 METERS 20030     |
 ST0616|---------------------------------------------------------------------|
 ST0616
 ST0616                          SUPERSEDED SURVEY CONTROL
 ST0616
 ST0616  NAD 83(1986)-  47 31 16.63435(N)    113 58 04.47551(W) AD(       ) 1
 ST0616  NAD 27      -  47 31 16.87252(N)    113 58 01.10132(W) AD(       ) 1
 ST0616
 ST0616.Superseded values are not recommended for survey control.
 ST0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0616.See file dsdata.txt to determine how the superseded data were derived.
 ST0616
 ST0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT7657567365(NAD 83)
 ST0616_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0616_SETTING: 66 = SET IN ROCK OUTCROP
 ST0616
 ST0616  HISTORY     - Date     Condition        Report By
 ST0616  HISTORY     - 1935     MONUMENTED       CGS
 ST0616  HISTORY     - 1939     SEE DESCRIPTION  CGS
 ST0616
 ST0616                          STATION DESCRIPTION
 ST0616
 ST0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 ST0616'APPROXIMATELY 6 MILES, AIRLINE, EAST, 3/4 MILE SOUTH OF THE TOWN
 ST0616'OF RONAN, ON A LOW PEAK OF THE MISSION RANGE, ON THE FIRST
 ST0616'RIDGE NORTH OF SOUTH CROW CREEK, AT THE FIRST HIGH POINT WITH
 ST0616'A CLIFF ON THE NORTH AND EAST SIDE OF THE HIGHEST POINT.  A
 ST0616'SADDLE CONNECTS THIS POINT AND ONE ABOUT 1000 FEET HIGHER WHICH
 ST0616'IS EAST OF THE STATION.
 ST0616'
 ST0616'TO REACH FROM ST. IGNATIUS, GO NORTH FROM THE POST OFFICE ON
 ST0616'U.S. HIGHWAY 93 FOR 10.3 MILES, (THIS ROAD IS 3.5 MILES SOUTH
 ST0616'OF RONAN), TURN RIGHT, (EAST) ONTO A SECTION-LINE ROAD, GO
 ST0616'2.1 MILES AND TAKE LEFT FORK, GO 0.5 MILE, PASS A SAWMILL,
 ST0616'CONTINUE EAST 1.3 MILES AND CROSS A BRIDGE OVER A CANAL, CONTINUE
 ST0616'0.2 MILE AND TURN RIGHT AT A WHITE HOUSE, FOLLOW THE MAIN
 ST0616'TRAVELED ROAD (EAST), 1.0 MILE TO A LOG CABIN ON THE LEFT SIDE
 ST0616'OF THE ROAD AND THE END OF TRUCK TRAVEL (THIS ROAD CONTINUES
 ST0616'FOR ABOUT 1.5 MILES TO A LAKE).  FROM THE CABIN GO NORTHEAST TO
 ST0616'THE TOP OF THE RIDGE AND HIT A TRAIL WHICH BREAKS OVER THE
 ST0616'TOP OF THE SAME RIDGE, JUST WEST OF THE STEEP PORTION, FOLLOW
 ST0616'THE TRAIL WHICH LEADS ALONG THE NORTH SIDE AND INTO A BRUSHY
 ST0616'FLAT, HERE TAKE THE RIGHT FORK WHICH LEADS TO THE CREST OF
 ST0616'THE RIDGE.  FROM HERE THE TRAIL IS HARD TO FOLLOW, BUT THE
 ST0616'GOING IS EASY BY CONTINUING EAST UP THE RIDGE TO ITS
 ST0616'HIGHEST POINT AND THE STATION.  A FOUR-HOUR PACK.  HORSES
 ST0616'CAN BE TAKEN TO THE STATION.  WHEN OCCUPYING STATION AN AXE
 ST0616'SHOULD BE TAKEN ALONG TO CLEAR FORWARD LINES, A FEW TREES
 ST0616'BEING ON THE LINE.
 ST0616'
 ST0616'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 ST0616'OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2 AND 12A RESPECTIVELY.
 ST0616'
 ST0616'OBSERVED FROM LAKE AND HIGH POINT.  NOT OCCUPIED.
 ST0616
 ST0616                          STATION RECOVERY (1939)
 ST0616
 ST0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 ST0616'LOCATED ON A LOW PEAK OF THE MISSION RANGE, APPROXIMATELY 6
 ST0616'MILES, AIRLINE, EAST AND 3/4 MILE SOUTH OF THE TOWN OF RONAN,
 ST0616'ON THE FIRST RIDGE NORTH OF SOUTH CROW CREEK, ON THE FIRST HIGH
 ST0616'POINT WITH A CLIFF ON THE NORTH AND EAST SIDE OF THE HIGHEST
 ST0616'POINT, A SADDLE CONNECTS THIS POINT WITH A HIGH PEAK WHICH
 ST0616'IS ABOUT 1000 FEET HIGHER THAN THE STATION AND IS NORTHEAST
 ST0616'OF THE STATION.
 ST0616'
 ST0616'TO REACH FROM RONAN POST OFFICE, GO EAST AND THEN SOUTH ON U.S.
 ST0616'HIGHWAY 93 TOWARD ST. IGNATIUS FOR 3.8 MILES TO A SECTION-LINE
 ST0616'ROAD ON THE LEFT (EAST) SIDE OF THE HIGHWAY AND SIGN READING
 ST0616'MOLLMAN TRAIL.  TURN LEFT (EAST) ON SECTION-LINE ROAD FOR 3.1
 ST0616'MILES TO A ROAD ON THE LEFT (NORTH) AND AN ABANDONED GRAVEL
 ST0616'PIT TO THE NORTHEAST, TURN LEFT (NORTH) FOR 1.0 MILE TO A BRIDGE
 ST0616'OVER AN IRRIGATION CANAL, THEN CROSS BRIDGE AND FOLLOW ROAD FOR
 ST0616'0.2 MILE TO A BRIDGE OVER A CREEK, CROSS BRIDGE AND CONTINUE
 ST0616'ON THE ROAD FOR 0.1 MILE TO A WHITE HOUSE ON THE LEFT (WEST)
 ST0616'AND CONTINUE ON MAIN TRAVELED ROAD (EAST) FOR 1.1 MILES TO A
 ST0616'SHACK ON THE RIGHT (SOUTH) THEN CONTINUE EAST FOR 0.2 MILE
 ST0616'TO THE END OF TRUCK TRAVEL AND A TRAIL WHICH LEADS UP THE
 ST0616'MOUNTAIN.  (FROM THE END OF TRUCK TRAVEL THE ROAD LEADS EAST FOR
 ST0616'ABOUT 1.5 MILES TO A LAKE).  FROM THE ROAD AND END OF THE
 ST0616'TRUCK TRAVEL PACK NORTHEAST TO THE TOP OF THE RIDGE AND HIT A
 ST0616'TRAIL WHICH BREAKS OVER THE TOP OF THE SAME RIDGE JUST WEST
 ST0616'OF THE STEEP PORTION, FOLLOW THE TRAIL WHICH LEADS ALONG
 ST0616'THE NORTH SIDE AND INTO A BRUSHY FLAT, HERE TAKE THE RIGHT
 ST0616'FORK WHICH LEADS TO THE CREST OF THE RIDGE.  FROM HERE THE
 ST0616'TRAIL IS HARD TO FOLLOW BUT THE GOING IS EASY BY CONTINUING
 ST0616'EAST UP THE RIDGE TO ITS HIGHEST POINT AND THE STATION, A
 ST0616'4-HOUR PACK, OR A 2-HOUR HORSE PACK.  HORSES CAN BE TAKEN
 ST0616'DIRECTLY TO THE STATION AND CAN BE OBTAINED FROM T. HERREL
 ST0616'AT POLSON, MONTANA.
 ST0616'
 ST0616'THE STATION IS MARKED BY A STANDARD DISK SET IN BEDROCK FLUSH
 ST0616'WITH THE GROUND AND ABOUT 3 FEET LOWER AND 10 FEET SOUTH OF
 ST0616'THE HIGHEST POINT NEARBY, STAMPED CROW 1935.
 ST0616'
 ST0616'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A BOULDER
 ST0616'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND, ON THE EAST SLOPE
 ST0616'ATOP THE RIDGE.  THE MARK IS ABOUT 21 FEET EAST OF THE STATION
 ST0616'AND STAMPED CROW NO. 1 1935.
 ST0616'
 ST0616'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 2- BY 2-FOOT
 ST0616'BOULDER, PROJECTING ABOUT 6 INCHES ABOVE THE GROUND, AND IS
 ST0616'ABOUT 4 FEET LOWER THAN THE STATION ATOP THE RIDGE ON THE
 ST0616'SOUTHWEST SLOPE.  THE MARK IS STAMPED CROW NO. 2 1935.
 ST0616'
 ST0616'BAROMETRIC ELEVATION OF STATION IS 7000 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0369 ***********************************************************************
 QV0369  DESIGNATION -  CROW
 QV0369  PID         -  QV0369
 QV0369  STATE/COUNTY-  MT/BIG HORN
 QV0369  USGS QUAD   -  PRANTE RANCH (1960)
 QV0369
 QV0369                         *CURRENT SURVEY CONTROL
 QV0369  ___________________________________________________________________
 QV0369* NAD 83(1992)-  45 35 20.57832(N)    107 34 44.10558(W)     ADJUSTED  
 QV0369* NAVD 88     -      1111.21   (+/-2cm)    3645.7    (feet)  VERTCON   
 QV0369  ___________________________________________________________________
 QV0369  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 QV0369  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 QV0369
 QV0369  HORZ ORDER  -  FIRST
 QV0369  VERT ORDER  -  THIRD ? (See Below)
 QV0369
 QV0369.The horizontal coordinates were established by classical geodetic methods
 QV0369.and adjusted by the National Geodetic Survey in July 1992..
 QV0369
 QV0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0369.The vertical order pertains to the NGVD 29 superseded value.
 QV0369
 QV0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0369
 QV0369.The geoid height was determined by GEOID03.
 QV0369
 QV0369;                    North         East     Units Scale Factor Converg.
 QV0369;SPC MT       -   150,657.203   749,850.794   MT  0.99969752   +1 24 19.0
 QV0369;SPC MT       -   494,282.16  2,460,140.40   iFT  0.99969752   +1 24 19.0
 QV0369;UTM  13      - 5,051,624.801   298,836.532   MT  1.00009755   -1 50 34.2
 QV0369
 QV0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0369!SPC MT       -   0.99982808  x   0.99969752  =   0.99952566
 QV0369!UTM  13      -   0.99982808  x   1.00009755  =   0.99992562
 QV0369
 QV0369:                Primary Azimuth Mark                     Grid Az
 QV0369:SPC MT       -  CROW AZ MK                               225 01 38.1
 QV0369:UTM  13      -  CROW AZ MK                               228 16 31.3
 QV0369
 QV0369|---------------------------------------------------------------------|
 QV0369| PID    Reference Object                     Distance      Geod. Az  |
 QV0369|                                                           dddmmss.s |
 QV0369| CQ5362 CROW AZ MK                                         2262557.1 |
 QV0369| CQ5363 CROW RM 1                                          22645     |
 QV0369| CQ5364 CROW RM 2                                          32916     |
 QV0369|---------------------------------------------------------------------|
 QV0369
 QV0369                          SUPERSEDED SURVEY CONTROL
 QV0369
 QV0369  NAD 83(1986)-  45 35 20.57350(N)    107 34 44.09420(W) AD(       ) 1
 QV0369  NAD 27      -  45 35 20.67744(N)    107 34 41.76356(W) AD(       ) 1
 QV0369  NGVD 29 (07/19/86) 1110.46   (m)         3643.2    (f) LEVELING    3  
 QV0369
 QV0369.Superseded values are not recommended for survey control.
 QV0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0369.See file dsdata.txt to determine how the superseded data were derived.
 QV0369
 QV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL9883751625(NAD 83)
 QV0369_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QV0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0369
 QV0369  HISTORY     - Date     Condition        Report By
 QV0369  HISTORY     - 1934     MONUMENTED       CGS
 QV0369  HISTORY     - 1950     GOOD             USGS
 QV0369  HISTORY     - 1957     GOOD             USGS
 QV0369  HISTORY     - 1969     GOOD             CGS
 QV0369
 QV0369                          STATION DESCRIPTION
 QV0369
 QV0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0369'LOCALITY--IN T. 3 S., R. 33 E.  THE STATION IS 10 MILES SOUTH
 QV0369'OF HARDIN AND 7 MILES WEST AND 12 DEG SOUTH OF CROW AGENCY.
 QV0369'IT IS LOCATED ON THE TOP OF A CONE-SHAPED HILL WHICH IS THE
 QV0369'HIGHEST IN THE VICINITY.  MARKS DESCRIBED.
 QV0369'
 QV0369'REFERENCE MARK NO. 1, IS SOUTHWEST OF THE STATION.
 QV0369'
 QV0369'REFERENCE MARK NO. 2, IS NORTH-NORTHWEST OF THE
 QV0369'STATION.
 QV0369'
 QV0369'AZIMUTH MARK, IS LOCATED ON A SMALL GRASSY HILL
 QV0369'NORTH-NORTHEAST OF THE STATION AND 21 PACES EAST-SOUTHEAST
 QV0369'OF A NORTH-NORTHEAST AND SOUTH-SOUTHWEST FENCE LINE.  THIS
 QV0369'FENCE LINE IS ONLY A LINE OF POSTS.
 QV0369'
 QV0369'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QV0369'
 QV0369'THE STATION MAY BE REACHED FROM CROW AGENCY BY GOING NORTH
 QV0369'ON U.S. HIGHWAY 87E FOR 0.45 MILE.  LEAVE HIGHWAY 87E, TURN
 QV0369'LEFT (WEST) AND GO 5.6 MILES WEST ON GRADED ROAD TO TOP OF
 QV0369'DIVIDE.  LEAVE MAIN ROAD HERE AND TURN LEFT AND GO SOUTH OVER
 QV0369'OPEN FIELD 1.45 MILES TO FOOT OF HILL AND STATION.  ABOUT
 QV0369'A 50-YARD PACK.
 QV0369
 QV0369                          STATION RECOVERY (1950)
 QV0369
 QV0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QV0369'STAION MARK - - USC AND GS STANDARD DISK STAMPED---CROW 1934
 QV0369'--- AND SET IN THE TOP OF A CONCRETE POST.
 QV0369
 QV0369                          STATION RECOVERY (1957)
 QV0369
 QV0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QV0369'STATION MARK - NGS STANDARD DISK STAMPED ---CROW 1934--- SET IN TOP OF
 QV0369'CONCRETE POST.
 QV0369'
 QV0369'REFERENCE MARKS - NONE.
 QV0369
 QV0369                          STATION RECOVERY (1969)
 QV0369
 QV0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JTD)
 QV0369'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 87 AND STATE
 QV0369'HWY. 313 IN THE W. EDGE OF HARDIN, MONTANA, GO S. ON STATE
 QV0369'HWY. 313 FOR 9.0 MI., THEN LEFT ON A PAVED RD. FOR 4.3 MI. TO
 QV0369'TOP OF RIDGE AND DIRT RD. RIGHT.  TAKE DIRT RD. RIGHT FOR 0.7
 QV0369'MI.  THE AZIMUTH MARK IS ABOUT 150 FT. W. OF THE RD. AT THIS
 QV0369'POINT.  FOLLOW RD. ON S. FOR 0.6 MI.  LEAVE RD. HERE AND DRIVE
 QV0369'S. FOR 0.1 MI. TO FENCE.  THE STATION IS ABOUT 300 FT. S. OF
 QV0369'FENCE AND ON TOP OF CONE-SHAPED HILL.  USC AND GS BRONZE
 QV0369'TABLET STAMPED CROW 1934 AND SET IN A CONCRETE POST THAT
 QV0369'PROJECTS 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0520 ***********************************************************************
 QW0520  DESIGNATION -  CROW
 QW0520  PID         -  QW0520
 QW0520  STATE/COUNTY-  MT/YELLOWSTONE
 QW0520  USGS QUAD   -  COTTONWOOD CREEK (1975)
 QW0520
 QW0520                         *CURRENT SURVEY CONTROL
 QW0520  ___________________________________________________________________
 QW0520* NAD 83(1992)-  45 50 58.03578(N)    108 21 22.40760(W)     ADJUSTED  
 QW0520* NAVD 88     -      1089.4    (meters)    3574.     (feet)  VERTCON   
 QW0520  ___________________________________________________________________
 QW0520  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 QW0520  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 QW0520
 QW0520  HORZ ORDER  -  THIRD
 QW0520
 QW0520.The horizontal coordinates were established by classical geodetic methods
 QW0520.and adjusted by the National Geodetic Survey in July 1992..
 QW0520
 QW0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0520
 QW0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0520
 QW0520.The geoid height was determined by GEOID03.
 QW0520
 QW0520;                    North         East     Units Scale Factor Converg.
 QW0520;SPC MT       -   178,400.469   688,801.614   MT  0.99959649   +0 50 12.0
 QW0520;SPC MT       -   585,303.38  2,259,847.81   iFT  0.99959649   +0 50 12.0
 QW0520;UTM  12      - 5,080,720.219   705,266.081   MT  1.00011802   +1 53 51.4
 QW0520
 QW0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0520!SPC MT       -   0.99983140  x   0.99959649  =   0.99942796
 QW0520!UTM  12      -   0.99983140  x   1.00011802  =   0.99994940
 QW0520
 QW0520:                Primary Azimuth Mark                     Grid Az
 QW0520:SPC MT       -  PETE                                     187 34 44.4
 QW0520:UTM  12      -  PETE                                     186 31 05.0
 QW0520
 QW0520|---------------------------------------------------------------------|
 QW0520| PID    Reference Object                     Distance      Geod. Az  |
 QW0520|                                                           dddmmss.s |
 QW0520| QW0521 PETE                                APPROX. 5.8 KM 1882456.4 |
 QW0520| QW0525 BILLINGS CONOCO REF RED STACK       APPROX.13.1 KM 2340211.6 |
 QW0520| QW0524 SPHERICAL OIL TK                    APPROX.12.7 KM 2344445.3 |
 QW0520|---------------------------------------------------------------------|
 QW0520
 QW0520                          SUPERSEDED SURVEY CONTROL
 QW0520
 QW0520  NAD 83(1986)-  45 50 58.02513(N)    108 21 22.39569(W) AD(       ) 3
 QW0520  NAD 27      -  45 50 58.19005(N)    108 21 19.92906(W) AD(       ) 3
 QW0520  NGVD 29 (07/19/86) 1088.6    (m)         3572.     (f) VERT ANG       
 QW0520
 QW0520.Superseded values are not recommended for survey control.
 QW0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0520.See file dsdata.txt to determine how the superseded data were derived.
 QW0520
 QW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR0526680720(NAD 83)
 QW0520_MARKER: DB = BENCH MARK DISK
 QW0520_SETTING: 0 = UNSPECIFIED SETTING
 QW0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0520
 QW0520  HISTORY     - Date     Condition        Report By
 QW0520  HISTORY     - 1952     MONUMENTED       USGS
 QW0520
 QW0520                          STATION DESCRIPTION
 QW0520
 QW0520'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0520'STATION IS LOCATED ON HIGH POINT AND SOUTHERNMOST POINT OF BENCH LAND
 QW0520'FINGER IN SEC. 10,T.1 N., R.27 E., ABOUT 8.2 MI. NE. OF BILLINGS.
 QW0520'
 QW0520'TO REACH FROM BILLINGS POST OFFICE, GO E. ON FIRST AVE.
 QW0520'1.3 MI. TO JUNCTION OF U.S. HIGHWAYS 10, 12 AND 87.  GO S. ON U.S.
 QW0520'HIGHWAY 87, 1.6 MI. TO T-RD. NE. AT TRIANGLE GROCERY.  GO NE. ON THIS
 QW0520'RD. 3.6 MI. TO JUNCTION AT THE PINE HILL SCHOOL, TURN LEFT N. 1.1 MI.
 QW0520'TO END OF GRAVEL RD. TURN E. UP HILL ON DIRT RD. FOR 2.2 MI. AT THIS
 QW0520'POINT TURN LEFT NW. BY N. ALONG DIM TRAIL 0.6 MI. TO STATION.
 QW0520'
 QW0520'STATION MARK - STANDARD BM TABLET IN CONCRETE POST PROJECTING 0.5 FT.
 QW0520'ABOVE GROUND, STAMPED ---CROW 1952---.
 QW0520'
 QW0520'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0489 ***********************************************************************
 SQ0489  DESIGNATION -  CROW
 SQ0489  PID         -  SQ0489
 SQ0489  STATE/COUNTY-  MT/GARFIELD
 SQ0489  USGS QUAD   -  HEDSTROM LAKE SE (1965)
 SQ0489
 SQ0489                         *CURRENT SURVEY CONTROL
 SQ0489  ___________________________________________________________________
 SQ0489* NAD 83(1992)-  47 00 31.52299(N)    106 05 21.54144(W)     ADJUSTED  
 SQ0489* NAVD 88     -       892.5    (meters)    2928.     (feet)  VERTCON   
 SQ0489  ___________________________________________________________________
 SQ0489  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 SQ0489  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 SQ0489
 SQ0489  HORZ ORDER  -  FIRST
 SQ0489
 SQ0489.The horizontal coordinates were established by classical geodetic methods
 SQ0489.and adjusted by the National Geodetic Survey in July 1992..
 SQ0489
 SQ0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0489
 SQ0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0489
 SQ0489.The geoid height was determined by GEOID03.
 SQ0489
 SQ0489;                    North         East     Units Scale Factor Converg.
 SQ0489;SPC MT       -   312,192.845   859,121.080   MT  0.99939264   +2 29 41.7
 SQ0489;SPC MT       - 1,024,254.74  2,818,638.71   iFT  0.99939264   +2 29 41.7
 SQ0489;UTM  13      - 5,206,712.958   417,197.916   MT  0.99968426   -0 47 48.6
 SQ0489
 SQ0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0489!SPC MT       -   0.99986264  x   0.99939264  =   0.99925536
 SQ0489!UTM  13      -   0.99986264  x   0.99968426  =   0.99954694
 SQ0489
 SQ0489|---------------------------------------------------------------------|
 SQ0489| PID    Reference Object                     Distance      Geod. Az  |
 SQ0489|                                                           dddmmss.s |
 SQ0489| CQ5363 CROW RM 1                            26.335 METERS 11207     |
 SQ0489| CQ5362 CROW AZ MK                                         1883537.3 |
 SQ0489| RU0537 KROPF                               APPROX.22.5 KM 1954205.8 |
 SQ0489| CQ5364 CROW RM 2                            30.995 METERS 35219     |
 SQ0489|---------------------------------------------------------------------|
 SQ0489
 SQ0489                          SUPERSEDED SURVEY CONTROL
 SQ0489
 SQ0489  NAD 83(1986)-  47 00 31.51615(N)    106 05 21.50699(W) AD(       ) 1
 SQ0489  NAD 27      -  47 00 31.50500(N)    106 05 19.40700(W) AD(       ) 1
 SQ0489  NGVD 29 (07/19/86)  891.9    (m)         2926.     (f) VERT ANG       
 SQ0489
 SQ0489.Superseded values are not recommended for survey control.
 SQ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0489.See file dsdata.txt to determine how the superseded data were derived.
 SQ0489
 SQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN1719806713(NAD 83)
 SQ0489_MARKER: DS = TRIANGULATION STATION DISK
 SQ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SQ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0489+STABILITY: SURFACE MOTION
 SQ0489
 SQ0489  HISTORY     - Date     Condition        Report By
 SQ0489  HISTORY     - 1934     MONUMENTED       CGS
 SQ0489
 SQ0489                          STATION DESCRIPTION
 SQ0489
 SQ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0489'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF CROW ROCK POST
 SQ0489'OFFICE AND 1/4 MILE NORTH OF AN EAST-AND-WEST GRADED
 SQ0489'SECTION-LINE ROAD.  IT IS IN SEC. 36, T. 15 N., R. 44 E.
 SQ0489'
 SQ0489'THE STATION MARK IS ON THE HIGHEST POINT OF A SMOOTH GRASSY
 SQ0489'HILL IN PASTURE LAND ABOUT 3-1/2 MILES NORTH OF CROW ROCK
 SQ0489'SHEEP COMPANYS RANCH BUILDINGS, AND PROJECTS 4 INCHES.
 SQ0489'
 SQ0489'TO REACH THE STATION FROM CROW ROCK POST OFFICE GO NORTH
 SQ0489'ON MAIN ROAD 0.5 MILE.  TAKE LEFT FORK AND FOLLOW MAIN ROAD
 SQ0489'NORTHERLY 4.5 MILES, THEN DUE NORTH 1.1 MILES, THEN DUE EAST
 SQ0489'0.5 MILE, THEN DUE NORTH 1.0 MILE TO A CROSSROADS.  CONTINUE
 SQ0489'NORTH 1.0 MILE TO A GRADED ROAD ON THE RIGHT.  HERE TURN RIGHT,
 SQ0489'EAST, AND GO 0.8 MILE TO TOP OF GRADE.  (AZIMUTH MARK IS IN
 SQ0489'FENCE AT THIS POINT).  HERE TURN LEFT, NORTH, TAKE DOWN FENCE,
 SQ0489'AND GO NORTH 0.3 MILE TO TOP OF HILL AND STATION.
 SQ0489'
 SQ0489'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 SQ0489'STANDARD BRONZE DISKS SET IN CONCRETE.
 SQ0489'
 SQ0489'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION AND
 SQ0489'PROJECTS 6 INCHES.
 SQ0489'
 SQ0489'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND
 SQ0489'PROJECTS 6 INCHES.
 SQ0489'
 SQ0489'THE AZIMUTH MARK IS SOUTH OF THE STATION AND IS IN THE
 SQ0489'RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF AN EAST-AND-WEST
 SQ0489'SECTION-LINE ROAD.
 SQ0489'
 SQ0489'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0301 ***********************************************************************
 QU0301  DESIGNATION -  CROW
 QU0301  PID         -  QU0301
 QU0301  STATE/COUNTY-  MT/POWDER RIVER
 QU0301  USGS QUAD   -  KNUDSON DRAW (1982)
 QU0301
 QU0301                         *CURRENT SURVEY CONTROL
 QU0301  ___________________________________________________________________
 QU0301* NAD 83(1993)-  45 21 28.21984(N)    104 59 15.82883(W)     ADJUSTED  
 QU0301* NAVD 88     -      1157.6    (meters)    3798.     (feet)  VERTCON   
 QU0301  ___________________________________________________________________
 QU0301  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 QU0301  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 QU0301
 QU0301  HORZ ORDER  -  FIRST
 QU0301
 QU0301.The horizontal coordinates were established by classical geodetic methods
 QU0301.and adjusted by the National Geodetic Survey in January 1997..
 QU0301
 QU0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0301
 QU0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0301
 QU0301.The geoid height was determined by GEOID03.
 QU0301
 QU0301;                    North         East     Units Scale Factor Converg.
 QU0301;SPC MT       -   133,308.065   953,291.911   MT  0.99980405   +3 18 02.7
 QU0301;SPC MT       -   437,362.42  3,127,598.13   iFT  0.99980405   +3 18 02.7
 QU0301;UTM  13      - 5,022,703.084   500,961.007   MT  0.99960001   +0 00 31.4
 QU0301
 QU0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0301!SPC MT       -   0.99982088  x   0.99980405  =   0.99962497
 QU0301!UTM  13      -   0.99982088  x   0.99960001  =   0.99942096
 QU0301
 QU0301|---------------------------------------------------------------------|
 QU0301| PID    Reference Object                     Distance      Geod. Az  |
 QU0301|                                                           dddmmss.s |
 QU0301| CQ8168 CROW RM 1                             6.574 METERS 04013     |
 QU0301| CQ8167 CROW AZ MK                                         1071443.9 |
 QU0301| CQ8169 CROW RM 2                             7.854 METERS 29347     |
 QU0301|---------------------------------------------------------------------|
 QU0301
 QU0301                          SUPERSEDED SURVEY CONTROL
 QU0301
 QU0301  NAD 83(1992)-  45 21 28.21542(N)    104 59 15.82514(W) AD(       ) 1
 QU0301  NAD 83(1986)-  45 21 28.20912(N)    104 59 15.82120(W) AD(       ) 1
 QU0301  NAD 27      -  45 21 28.25400(N)    104 59 13.91000(W) AD(       ) 1
 QU0301  NGVD 29 (07/19/86) 1157.0    (m)         3796.     (f) VERT ANG       
 QU0301
 QU0301.Superseded values are not recommended for survey control.
 QU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0301.See file dsdata.txt to determine how the superseded data were derived.
 QU0301
 QU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL0096122703(NAD 83)
 QU0301_MARKER: DS = TRIANGULATION STATION DISK
 QU0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0301
 QU0301  HISTORY     - Date     Condition        Report By
 QU0301  HISTORY     - 1949     MONUMENTED       CGS
 QU0301
 QU0301                          STATION DESCRIPTION
 QU0301
 QU0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0301'STATION IS LOCATED ON A HIGH, GRASSY HILL, ON LAND OWNED BY
 QU0301'N.R. HALL, ABOUT 12 MILES NORTH-NORTHWEST OF HAMMOND POST
 QU0301'OFFICE, ABOUT 6.5 MILES NORTH-NORTHEAST OF BOYES POST OFFICE,
 QU0301'AND 9 FEET WEST OF A WITNESS POST.
 QU0301'
 QU0301'TO REACH FROM THE HAMMOND POST OFFICE, GO WEST-NORTHWEST ON
 QU0301'U.S. HIGHWAY 212 FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN
 QU0301'RIGHT ON GRADED ROAD AND GO 3.5 MILES TO A FORK.  BEAR LEFT
 QU0301'AND FOLLOW MAIN ROAD FOR 7.8 MILES TO A SIDE ROAD LEFT AT H.
 QU0301'JACOBSENS BARREL MAIL BOX.  TURN LEFT ON TRACK ROAD AND GO
 QU0301'0.45 MILE TO A FORK.  BEAR RIGHT AND FOLLOW MAIN TRACK ROAD
 QU0301'FOR 1.15 MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE FOR
 QU0301'0.2 MILE.  TURN RIGHT AND GO 0.1 MILE TO TOP OF HILL AND
 QU0301'STATION.
 QU0301'
 QU0301'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 QU0301'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 QU0301'STAMPED CROW 1949.
 QU0301'
 QU0301'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QU0301'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 3 INCHES, AND
 QU0301'THE DISK IS STAMPED CROW NO 1 1949.
 QU0301'
 QU0301'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QU0301'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 3 INCHES, AND
 QU0301'THE DISK IS STAMPED CROW NO 2 1949.
 QU0301'
 QU0301'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 QU0301'CONCRETE POST.  IT IS 26 FEET SOUTH OF A TRACK ROAD AND 6
 QU0301'FEET SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES,
 QU0301'AND THE DISK IS STAMPED CROW 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1489 ***********************************************************************
 SS1489  DESIGNATION -  CROW COULEE
 SS1489  PID         -  SS1489
 SS1489  STATE/COUNTY-  MT/CHOUTEAU
 SS1489  USGS QUAD   -  EAGLE BUTTES SW (1972)
 SS1489
 SS1489                         *CURRENT SURVEY CONTROL
 SS1489  ___________________________________________________________________
 SS1489* NAD 83(1992)-  47 48 07.45347(N)    110 13 16.73871(W)     ADJUSTED  
 SS1489* NAVD 88     -      1010.6    (meters)    3316.     (feet)  VERTCON   
 SS1489  ___________________________________________________________________
 SS1489  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 SS1489  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 SS1489
 SS1489  HORZ ORDER  -  FIRST
 SS1489
 SS1489.The horizontal coordinates were established by classical geodetic methods
 SS1489.and adjusted by the National Geodetic Survey in July 1992..
 SS1489
 SS1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1489
 SS1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1489
 SS1489.The geoid height was determined by GEOID03.
 SS1489
 SS1489;                    North         East     Units Scale Factor Converg.
 SS1489;SPC MT       -   394,947.815   545,994.386   MT  0.99948768   -0 31 39.5
 SS1489;SPC MT       - 1,295,760.55  1,791,320.16   iFT  0.99948768   -0 31 39.5
 SS1489;UTM  12      - 5,294,595.093   558,307.965   MT  0.99964178   +0 34 36.8
 SS1489
 SS1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1489!SPC MT       -   0.99984394  x   0.99948768  =   0.99933170
 SS1489!UTM  12      -   0.99984394  x   0.99964178  =   0.99948578
 SS1489
 SS1489:                Primary Azimuth Mark                     Grid Az
 SS1489:SPC MT       -  CROW COULEE AZ MK                        092 04 22.9
 SS1489:UTM  12      -  CROW COULEE AZ MK                        090 58 06.6
 SS1489
 SS1489|---------------------------------------------------------------------|
 SS1489| PID    Reference Object                     Distance      Geod. Az  |
 SS1489|                                                           dddmmss.s |
 SS1489| CQ5365 CROW COULEE AZ MK                                  0913243.4 |
 SS1489| CQ5366 CROW COULEE RM 1                     15.346 METERS 17830     |
 SS1489| CQ5367 CROW COULEE RM 2                     19.370 METERS 27019     |
 SS1489| SS1490 CROW COULEE RM A                     25.200 METERS 32703     |
 SS1489|---------------------------------------------------------------------|
 SS1489
 SS1489                          SUPERSEDED SURVEY CONTROL
 SS1489
 SS1489  NAD 83(1986)-  47 48 07.45023(N)    110 13 16.71883(W) AD(       ) 1
 SS1489  NAD 27      -  47 48 07.53800(N)    110 13 13.99500(W) AD(       ) 1
 SS1489  NGVD 29 (07/19/86) 1009.7    (m)         3313.     (f) VERT ANG       
 SS1489
 SS1489.Superseded values are not recommended for survey control.
 SS1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1489.See file dsdata.txt to determine how the superseded data were derived.
 SS1489
 SS1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT5830894595(NAD 83)
 SS1489_MARKER: DS = TRIANGULATION STATION DISK
 SS1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1489
 SS1489  HISTORY     - Date     Condition        Report By
 SS1489  HISTORY     - 1949     MONUMENTED       CGS
 SS1489  HISTORY     - 1961     GOOD             CGS
 SS1489  HISTORY     - 1965     GOOD             CGS
 SS1489  HISTORY     - 1967     GOOD             CGS
 SS1489  HISTORY     - 1968     GOOD             CGS
 SS1489
 SS1489                          STATION DESCRIPTION
 SS1489
 SS1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1489'STATION IS ABOUT 20-1/2 MILES EAST OF FORT BENTON, 13-1/2 MILES
 SS1489'NORTH AND 1-3/4 MILES EAST OF GERALDINE, AND 1 MILE WEST OF
 SS1489'THE HEAD OF CROW COULEE, ON A GRASSY HILL WHICH IS THE HIGHEST
 SS1489'POINT IN THE IMMEDIATE VICINITY, AND ON PROPERTY OWNED BY FRANK
 SS1489'A. DOLLAR.  IT IS ABOUT 20 FEET WEST OF A PILE OF LOOSE BOULDERS,
 SS1489'16 FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD, 9
 SS1489'FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 SS1489'
 SS1489'TO REACH THE STATION FROM THE POST OFFICE IN FORT BENTON, GO
 SS1489'EAST ACROSS THE BRIDGE SPANNING THE MISSOURI RIVER AND CONTINUE
 SS1489'EAST FOR 7.55 MILES TO A FORK, BEAR LEFT AND CONTINUE EAST
 SS1489'13.6 MILES TO A T-ROAD, TURN LEFT, GO 1.0 MILE TO A CROSSROADS,
 SS1489'TURN RIGHT, GO EAST 0.6 MILE TO THE STATION.  CONTINUE EAST
 SS1489'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 SS1489'
 SS1489'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CROW COULEE
 SS1489'1949.
 SS1489'
 SS1489'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A FENCE.  THE MARK
 SS1489'PROJECTS 5 INCHES AND THE DISK IS STAMPED CROW COULEE NO 1 1949.
 SS1489'
 SS1489'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A FENCE.  THE MARK
 SS1489'PROJECTS 6 INCHES AND THE DISK IS STAMPED CROW COULEE NO 2 1949.
 SS1489'
 SS1489'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE FROM THE STATION,
 SS1489'32 FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 11
 SS1489'FEET WEST OF A FENCE CORNER AND 4 FEET WEST OF A WITNESS POST.
 SS1489'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CROW COULEE
 SS1489'1949.
 SS1489'
 SS1489'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1489'CONCRETE POSTS.
 SS1489'
 SS1489'A 15 FOOT STAND AT CROW COULEE WILL SEE A 15 FOOT STAND AT ELIM,
 SS1489'A 4 FOOT STAND AT ROWE, A 20 FOOT STAND AT OIL, A 10 FOOT STAND
 SS1489'AT SHEEP, A 4 FOOT STAND AT DOME, A 4 FOOT STAND AT HOPP, A 4
 SS1489'FOOT STAND AT SAGE AND A 10 FOOT STAND AT CUT BANK.
 SS1489
 SS1489                          STATION RECOVERY (1961)
 SS1489
 SS1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1489'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 SS1489'
 SS1489'THE STATION IS LOCATED ABOUT 20.5 MILES EAST OF FORT BENTON,
 SS1489'14 MILES NORTH OF GERALDINE AND 1 MILE WEST OF THE HEAD OF CROW
 SS1489'COULEE ON A GRASSY HILL, WHICH IS THE HIGHEST POINT IN THE
 SS1489'IMMEDIATE VICINITY.
 SS1489'
 SS1489'TO REACH THE STATION FROM GERALDINE, AT THE CROSSROAD NORTH OF
 SS1489'THE EQUITY CO-OP ASSOCIATION GRAIN ELEVATOR, GO EAST ON THE
 SS1489'GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 SS1489'GO NORTH FOR 12.7 MILES TO A CROSSROAD, TURN RIGHT AND GO
 SS1489'EAST FOR 1.0 MILE TO AN INTERSECTION, TURN LEFT AND GO NORTH
 SS1489'FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 0.65
 SS1489'MILE TO THE TOP OF THE GRADE AND THE STATION ON THE LEFT.
 SS1489'CONTINUE EAST FOR 0.35 MILE TO THE AZIMUTH ON THE RIGHT.
 SS1489'
 SS1489'THE STATION MARK IS A STANDARD DISK STAMPED CROW COULEE 1949,
 SS1489'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 SS1489'IS 27 FEET NORTH OF THE CENTER OF THE ROAD, 20 FEET SOUTHWEST
 SS1489'OF A ROCK PILE, 6.7 FEET SOUTH OF A WITNESS POST AND 1 FOOT
 SS1489'SOUTH OF A FENCE.
 SS1489'
 SS1489'R.M. 1 IS A STANDARD DISK STAMPED CROW COULEE NO 1 1949, SET
 SS1489'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 52
 SS1489'FEET SOUTH OF THE WITNESS POST, 24 FEET SOUTH OF THE CENTER OF
 SS1489'THE ROAD AND 0.5 FOOT NORTH OF THE FENCE.
 SS1489'
 SS1489'R.M. 2 IS A STANDARD DISK STAMPED CROW COULEE NO 2 1949, SET
 SS1489'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 SS1489'57 FEET WEST OF THE WITNESS POST, 27 FEET NORTH OF THE CENTER
 SS1489'OF THE ROAD AND 1 FOOT SOUTH OF THE FENCE.
 SS1489'
 SS1489'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROW COULEE 1949,
 SS1489'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 SS1489'IS 22 FEET SOUTH OF THE CENTER OF THE ROAD, 9 FEET WEST OF A
 SS1489'FENCE CORNER, 2.1 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH
 SS1489'OF A FENCE.
 SS1489
 SS1489                          STATION RECOVERY (1965)
 SS1489
 SS1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CA)
 SS1489'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 SS1489'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 SS1489'CONDITION.
 SS1489'
 SS1489'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 SS1489
 SS1489                          STATION RECOVERY (1967)
 SS1489
 SS1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SS1489'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 SS1489'CONDITION.  DISTANCES AND DIRECTIONS TO THE MARKS COMPARED
 SS1489'FAVORABLE WITH 1961 OBSERVATIONS.
 SS1489'
 SS1489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SS1489'14 MILES NORTH OF GERALDINE.
 SS1489
 SS1489                          STATION RECOVERY (1968)
 SS1489
 SS1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1489'STATION MARK, AZIMUTH MARK AND THE REFERENCE MARKS WERE RECOVERED AND
 SS1489'ARE AS DESCRIBED IN THE 1967 DESCRIPTION.  A CHECK WAS MADE OF THE
 SS1489'TRAVERSE DISTANCE TO CROW COULEE RM A 1967, DISTANCE BEING 82.69
 SS1489'FEET OR 25.203 METERS.  THE LOCATION AND THE ROUTE TO THE STATION
 SS1489'WERE CHECKED AND FOUND CORRECT.  ALL AS DESCRIBED IN THE 1967
 SS1489'DESCRIPTION AS STATION WAS OCCUPIED A FEW MONTHS PRIOR TO THIS
 SS1489'OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1490 ***********************************************************************
 SS1490  DESIGNATION -  CROW COULEE RM A
 SS1490  PID         -  SS1490
 SS1490  STATE/COUNTY-  MT/CHOUTEAU
 SS1490  USGS QUAD   -  EAGLE BUTTES SW (1972)
 SS1490
 SS1490                         *CURRENT SURVEY CONTROL
 SS1490  ___________________________________________________________________
 SS1490* NAD 83(1992)-  47 48 08.13816(N)    110 13 17.39735(W)     ADJUSTED  
 SS1490* NAVD 88     -      1010.1    (meters)    3314.     (feet)  VERTCON   
 SS1490  ___________________________________________________________________
 SS1490  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 SS1490  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 SS1490
 SS1490  HORZ ORDER  -  FIRST
 SS1490
 SS1490.The horizontal coordinates were established by classical geodetic methods
 SS1490.and adjusted by the National Geodetic Survey in July 1992..
 SS1490
 SS1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1490
 SS1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1490
 SS1490.The geoid height was determined by GEOID03.
 SS1490
 SS1490;                    North         East     Units Scale Factor Converg.
 SS1490;SPC MT       -   394,969.076   545,980.884   MT  0.99948773   -0 31 40.0
 SS1490;SPC MT       - 1,295,830.30  1,791,275.87   iFT  0.99948773   -0 31 40.0
 SS1490;UTM  12      - 5,294,616.093   558,294.052   MT  0.99964176   +0 34 36.3
 SS1490
 SS1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1490!SPC MT       -   0.99984402  x   0.99948773  =   0.99933183
 SS1490!UTM  12      -   0.99984402  x   0.99964176  =   0.99948583
 SS1490
 SS1490:                Primary Azimuth Mark                     Grid Az
 SS1490:SPC MT       -  DOME                                     074 51 09.5
 SS1490:UTM  12      -  DOME                                     073 44 53.2
 SS1490
 SS1490|---------------------------------------------------------------------|
 SS1490| PID    Reference Object                     Distance      Geod. Az  |
 SS1490|                                                           dddmmss.s |
 SS1490| SS1487 DOME                                APPROX.16.2 KM 0741929.5 |
 SS1490| SS1489 CROW COULEE                          25.200 METERS 14703     |
 SS1490|---------------------------------------------------------------------|
 SS1490
 SS1490                          SUPERSEDED SURVEY CONTROL
 SS1490
 SS1490  NAD 83(1986)-  47 48 08.13482(N)    110 13 17.37739(W) AD(       ) 1
 SS1490  NAD 27      -  47 48 08.22276(N)    110 13 14.65348(W) AD(       ) 1
 SS1490  NGVD 29 (07/19/86) 1009.2    (m)         3311.     (f) VERT ANG       
 SS1490
 SS1490.Superseded values are not recommended for survey control.
 SS1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1490.See file dsdata.txt to determine how the superseded data were derived.
 SS1490
 SS1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT5829494616(NAD 83)
 SS1490_MARKER: DS = TRIANGULATION STATION DISK
 SS1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1490+STABILITY: SURFACE MOTION
 SS1490
 SS1490  HISTORY     - Date     Condition        Report By
 SS1490  HISTORY     - 1967     MONUMENTED       CGS
 SS1490  HISTORY     - 1968     GOOD             CGS
 SS1490
 SS1490                          STATION DESCRIPTION
 SS1490
 SS1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SS1490'THE STATION IS LOCATED ABOUT 20-1/2 MILES EAST OF FT. BENTON,
 SS1490'14 MILES NORTH OF GERALDINE, 1 MILE WEST OF THE HEAD OF CROW
 SS1490'COULEE AND ON PROPERTY OWNED BY MR. FRANK DOLLAR.
 SS1490'
 SS1490'THE STATION MARK IS A STANDARD DISK STAMPED CROW COULEE RM A
 SS1490'1967, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SS1490'IS FLUSH WITH THE GROUND SURFACE.  IT IS 84 FEET NORTHWEST OF
 SS1490'THE NORTHWEST EDGE OF A LARGE ROCK PILE, 69 FEET NORTH OF A
 SS1490'WIRE FENCE, AND 0.9 FEET WEST-NORTHWEST OF A METAL WITNESS POST
 SS1490'WITH SIGN.
 SS1490'
 SS1490'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CROW
 SS1490'COULEE 1949.
 SS1490'
 SS1490'TO REACH THE STATION FROM GERALDINE, AT THE CROSSROAD NORTH OF
 SS1490'THE EQUITY CO-OP ASSOCIATION GRAIN ELEVATOR, GO EAST ON THE
 SS1490'GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 SS1490'GO NORTH FOR 12.7 MILES TO A CROSSROAD, TURN RIGHT AND GO
 SS1490'EAST FOR 1.0 MILE TO AN INTERSECTION, TURN LEFT AND GO NORTH
 SS1490'FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 0.65
 SS1490'MILE TO THE TOP OF THE GRADE AND THE STATION.
 SS1490
 SS1490                          STATION RECOVERY (1968)
 SS1490
 SS1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1490'THE STATION IS NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 SS1490'AS TRIANGULATION STATION CROW COULEE 1949.  IT WAS RECOVERED AND
 SS1490'FOUND TO BE IN GOOD CONDITION.  THE TO REACH IS ADEQUATE AND
 SS1490'THE DISTANCES AND DIRECTIONS CHECKED FAVORABLE.
 SS1490'
 SS1490'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CROW
 SS1490'COULEE 1949, DISTANCE BEING 25.2029 METERS OR 82.686 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1462 ***********************************************************************
 SS1462  DESIGNATION -  CROWN BUTTE
 SS1462  PID         -  SS1462
 SS1462  STATE/COUNTY-  MT/CASCADE
 SS1462  USGS QUAD   -  SIMMS (1983)
 SS1462
 SS1462                         *CURRENT SURVEY CONTROL
 SS1462  ___________________________________________________________________
 SS1462* NAD 83(1992)-  47 26 09.44484(N)    111 55 42.36694(W)     ADJUSTED  
 SS1462* NAVD 88     -      1436.7    (meters)    4714.     (feet)  VERTCON   
 SS1462  ___________________________________________________________________
 SS1462  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 SS1462  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SS1462
 SS1462  HORZ ORDER  -  SECOND
 SS1462
 SS1462.The horizontal coordinates were established by classical geodetic methods
 SS1462.and adjusted by the National Geodetic Survey in July 1992..
 SS1462
 SS1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1462
 SS1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1462
 SS1462.The geoid height was determined by GEOID03.
 SS1462
 SS1462;                    North         East     Units Scale Factor Converg.
 SS1462;SPC MT       -   356,853.895   416,946.235   MT  0.99941990   -1 46 35.1
 SS1462;SPC MT       - 1,170,780.50  1,367,933.84   iFT  0.99941990   -1 46 35.1
 SS1462;UTM  12      - 5,254,030.056   429,991.623   MT  0.99966023   -0 41 01.8
 SS1462
 SS1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1462!SPC MT       -   0.99977708  x   0.99941990  =   0.99919711
 SS1462!UTM  12      -   0.99977708  x   0.99966023  =   0.99943739
 SS1462
 SS1462|---------------------------------------------------------------------|
 SS1462| PID    Reference Object                     Distance      Geod. Az  |
 SS1462|                                                           dddmmss.s |
 SS1462| CN4201 CROWN BUTTE RM 2                     15.350 METERS 16030     |
 SS1462| CN4199 CROWN BUTTE AZ MK                                  2230821.5 |
 SS1462| ST0493 MOUNTAIN STS TEL MICROWAVE MST      APPROX.13.3 KM 2362830.0 |
 SS1462| CN4200 CROWN BUTTE RM 1                     16.812 METERS 27011     |
 SS1462|---------------------------------------------------------------------|
 SS1462
 SS1462                          SUPERSEDED SURVEY CONTROL
 SS1462
 SS1462  NAD 83(1986)-  47 26 09.44828(N)    111 55 42.34989(W) AD(       ) 2
 SS1462  NAD 27      -  47 26 09.62060(N)    111 55 39.35940(W) AD(       ) 2
 SS1462  NGVD 29 (07/19/86) 1435.7    (m)         4710.     (f) VERT ANG       
 SS1462
 SS1462.Superseded values are not recommended for survey control.
 SS1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1462.See file dsdata.txt to determine how the superseded data were derived.
 SS1462
 SS1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2999254030(NAD 83)
 SS1462_MARKER: DS = TRIANGULATION STATION DISK
 SS1462_SETTING: 66 = SET IN ROCK OUTCROP
 SS1462_SP_SET: SET IN ROCK OUTCROP
 SS1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1462+STABILITY: POSITION/ELEVATION WELL
 SS1462
 SS1462  HISTORY     - Date     Condition        Report By
 SS1462  HISTORY     - 1947     MONUMENTED       USGS
 SS1462  HISTORY     - 1957     GOOD             USGS
 SS1462  HISTORY     - 1961     GOOD             CGS
 SS1462
 SS1462                          STATION DESCRIPTION
 SS1462
 SS1462'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SS1462'RECOVERED.
 SS1462
 SS1462                          STATION RECOVERY (1961)
 SS1462
 SS1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1462'STATION IS ON THE NORTH EDGE AND THE HIGHEST POINT OF A LONE
 SS1462'PROMINENT BUTTE, KNOWN AS CROWN BUTTE, THE LAND IS OWNED BY
 SS1462'THE SEATON RANCH.  IT IS ABOUT 16 MILES NORTHWEST OF CASCADE
 SS1462'AND 4 MILES SOUTH OF SIMMS.
 SS1462'
 SS1462'TO REACH THE STATION FROM THE POST OFFICE IN SIMMS, GO SOUTH
 SS1462'ON THE MAIN STREET FOR 0.15 MILE TO THE HIGH SCHOOL AT THE
 SS1462'END OF THE STREET.  TURN RIGHT AND THEN LEFT AROUND THE
 SS1462'HIGH SCHOOL AND CONTINUE SOUTHERLY FOR 0.7 MILE TO THE
 SS1462'END OF THE PAVEMENT.  CONTINUE SOUTHERLY ON GRAVELED ROAD
 SS1462'FOR 0.7 MILE TO WHERE THE ROAD TURNS LEFT.  CONTINUE ON MAIN
 SS1462'ROAD EASTERLY FOR 1.0 MILE TO A T-ROAD RIGHT.  CONTINUE
 SS1462'STRAIGHT AHEAD FOR 1.25 MILES TO RIGHT ANGLE TURN IN THE
 SS1462'POWERLINE AND A SIDE TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 SS1462'ON TRACK ROAD FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH
 SS1462'GATE AND GO SOUTHWESTERLY ON TRACK ROAD FOR 0.3 MILE TO A
 SS1462'FORK.  TAKE LEFT FORK FOR 0.1 MILE TO A DIM TRACK ROAD LEFT.
 SS1462'TURN LEFT ON DIM TRACK ROAD FOR 0.25 MILE TO A FENCELINE
 SS1462'AND END OF TRUCK TRAVEL.  FROM HERE PACK UP GRASSY SLOPE
 SS1462'TOWARD ROUND ROCKY KNOB TO THE RIGHT OF A DEEP WASH.
 SS1462'CONTINUE ON GRASSY SLOPE THAT VEERS RIGHT AROUND THE ROCKY
 SS1462'KNOB TO THE RIM OF THE BUTTE.  GO NORTHEAST ACROSS TOP
 SS1462'OF BUTTE TO THE HIGHEST POINT AND THE STATION.  IT IS ABOUT
 SS1462'A 45 MINUTE PACK.
 SS1462'
 SS1462'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 SS1462'CROWN BUTTE 1947, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT
 SS1462'BOULDER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 11 FEET
 SS1462'SOUTHWEST OF THE NORTHEAST EDGE OF THE BUTTE.
 SS1462'
 SS1462'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 SS1462'CROWN BUTTE 1 1947, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT
 SS1462'ROCK OUTCROP FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 SS1462'32 FEET SOUTHWEST OF THE EDGE OF THE BUTTE AND ABOUT 6 FEET
 SS1462'LOWER THAN THE STATION.
 SS1462'
 SS1462'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 SS1462'CROWN BUTTE 2 1947, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT
 SS1462'ROCK OUTCROP FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 40
 SS1462'FEET SOUTHWEST OF THE EDGE OF THE BUTTE AND ABOUT 7 FEET
 SS1462'LOWER THAN THE STATION.
 SS1462'
 SS1462'AZIMUTH MARK IS A STANDARD DISK, STAMPED CROWN BUTTE USGS 1961,
 SS1462'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING
 SS1462'3 FEET TO THE SOUTH AND FLUSH TO THE NORTH.  IT IS 9 FEET
 SS1462'SOUTH OF A 1 FOOT CAIRN WITH A WITNESS POST IN IT.
 SS1462'
 SS1462'TO REACH THE AZIMUTH MARK FROM THE STATION PACK SOUTHWEST
 SS1462'FOR ABOUT 1/2 MILE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0910 ***********************************************************************
 TN0910  DESIGNATION -  CRYSTAL
 TN0910  PID         -  TN0910
 TN0910  STATE/COUNTY-  MT/LINCOLN
 TN0910  USGS QUAD   -  LOON LAKE (1983)
 TN0910
 TN0910                         *CURRENT SURVEY CONTROL
 TN0910  ___________________________________________________________________
 TN0910* NAD 83(1992)-  48 04 53.05013(N)    115 08 14.56619(W)     ADJUSTED  
 TN0910* NAVD 88     -      1041.30   (+/-2cm)    3416.3    (feet)  VERTCON   
 TN0910  ___________________________________________________________________
 TN0910  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 TN0910  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 TN0910
 TN0910  HORZ ORDER  -  SECOND
 TN0910  VERT ORDER  -  THIRD ? (See Below)
 TN0910
 TN0910.The horizontal coordinates were established by classical geodetic methods
 TN0910.and adjusted by the National Geodetic Survey in July 1992..
 TN0910
 TN0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0910.The vertical order pertains to the NGVD 29 superseded value.
 TN0910
 TN0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0910
 TN0910.The geoid height was determined by GEOID03.
 TN0910
 TN0910;                    North         East     Units Scale Factor Converg.
 TN0910;SPC MT       -   440,845.526   180,514.986   MT  0.99956717   -4 07 25.6
 TN0910;SPC MT       - 1,446,343.59    592,240.77   iFT  0.99956717   -4 07 25.6
 TN0910;UTM  11      - 5,327,025.972   638,721.800   MT  0.99983646   +1 23 10.3
 TN0910
 TN0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0910!SPC MT       -   0.99983930  x   0.99956717  =   0.99940654
 TN0910!UTM  11      -   0.99983930  x   0.99983646  =   0.99967578
 TN0910
 TN0910|---------------------------------------------------------------------|
 TN0910| PID    Reference Object                     Distance      Geod. Az  |
 TN0910|                                                           dddmmss.s |
 TN0910| CH7185 CRYSTAL RM 1                          8.039 METERS 05428     |
 TN0910| CH7186 CRYSTAL RM 2                          9.017 METERS 13107     |
 TN0910| CH7184 CRYSTAL AZ MK                                      2970344.6 |
 TN0910|---------------------------------------------------------------------|
 TN0910
 TN0910                          SUPERSEDED SURVEY CONTROL
 TN0910
 TN0910  NAD 83(1986)-  48 04 53.05940(N)    115 08 14.56976(W) AD(       ) 2
 TN0910  NAD 27      -  48 04 53.24315(N)    115 08 11.01027(W) AD(       ) 2
 TN0910  NGVD 29 (07/19/86) 1040.11   (m)         3412.4    (f) LEVELING    3  
 TN0910
 TN0910.Superseded values are not recommended for survey control.
 TN0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0910.See file dsdata.txt to determine how the superseded data were derived.
 TN0910
 TN0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP3872227026(NAD 83)
 TN0910_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0910
 TN0910  HISTORY     - Date     Condition        Report By
 TN0910  HISTORY     - 1960     MONUMENTED       CGS
 TN0910
 TN0910                          STATION DESCRIPTION
 TN0910
 TN0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0910'THE STATION IS ON THE NORTH SIDE OF U.S. HIGHWAY 2 ABOUT MIDWAY
 TN0910'BETWEEN LIBBY AND KALISPELL AND ABOUT 0.25 MILE NORTHEAST OF
 TN0910'CRYSTAL LAKE.  THE STATION SITE IS HEAVILY TIMBERED.  IT IS IN
 TN0910'SECTION 19, T 27 N, R 27 W.
 TN0910'
 TN0910'TO REACH THE STATION FROM HAPPYS INN, GO SOUTHEAST ON HIGHWAY
 TN0910'2 FOR 0.2 MILE TO A TURN-OUT AND THE STATION ON THE LEFT.
 TN0910'
 TN0910'THE STATION MARKS ARE STANDARD DISKS, STAMPED CRYSTAL 1960.
 TN0910'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE
 TN0910'POST PROJECTING 5 INCHES.  IT IS 78 FEET NORTHEAST OF THE CENTER
 TN0910'OF THE HIGHWAY, 68 FEET NORTH OF THE INTERSECTION OF THE CENTER
 TN0910'LINE OF THE TURN-OUT AND THE HIGHWAY, 44 FEET NORTH OF A
 TN0910'TELEPHONE LINE POLE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 8
 TN0910'FEET EAST OF A 10-INCH PINE TREE WITH TRIANGLE BLAZE ON
 TN0910'THE SOUTHWEST SIDE AND 2.7 FEET SOUTHEAST OF A METAL,
 TN0910'WITNESS SIGNPOST.  THE UNDERGROUND DISK IS SET IN AN
 TN0910'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND
 TN0910'SURFACE.
 TN0910'
 TN0910'REFERENCE MARK 1 IS A STANDARD DISK, SET IN THE TOP OF AN
 TN0910'11-INCH SQUARE, CONCRETE POST PROJECTING 4 INCHES.  IT IS
 TN0910'102 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 33 FEET
 TN0910'EAST OF THE 10-INCH PINE TREE.  IT IS STAMPED CRYSTAL NO 1 1960.
 TN0910'
 TN0910'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRYSTAL NO 2 1960,
 TN0910'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 TN0910'6 INCHES.  IT IS 74 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY
 TN0910'AND 36 FEET SOUTHEAST OF THE 10-INCH PINE TREE.
 TN0910'
 TN0910'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRYSTAL 1960,
 TN0910'CEMENTED IN A DRILL HOLE IN THE NORTH 2 X 2 FOOT FOOTING FOR
 TN0910'A LARGE SIGN.  IT IS 87 FEET NORTHWEST OF THE NORTHWEST CORNER
 TN0910'OF HAPPYS INN, 44 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY
 TN0910'AND 27 FEET EAST OF THE CENTER OF A SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1078 ***********************************************************************
 SR1078  DESIGNATION -  CRYSTAL
 SR1078  PID         -  SR1078
 SR1078  STATE/COUNTY-  MT/FERGUS
 SR1078  USGS QUAD   -  GRAND ISLAND (1954)
 SR1078
 SR1078                         *CURRENT SURVEY CONTROL
 SR1078  ___________________________________________________________________
 SR1078* NAD 83(1992)-  47 42 03.37344(N)    108 52 29.03023(W)     ADJUSTED  
 SR1078* NAVD 88     -       944.7    (meters)    3099.     (feet)  VERTCON   
 SR1078  ___________________________________________________________________
 SR1078  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 SR1078  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 SR1078
 SR1078  HORZ ORDER  -  FIRST
 SR1078
 SR1078.The horizontal coordinates were established by classical geodetic methods
 SR1078.and adjusted by the National Geodetic Survey in July 1992..
 SR1078
 SR1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1078
 SR1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1078
 SR1078.The geoid height was determined by GEOID03.
 SR1078
 SR1078;                    North         East     Units Scale Factor Converg.
 SR1078;SPC MT       -   383,647.690   646,904.373   MT  0.99946484   +0 27 26.6
 SR1078;SPC MT       - 1,258,686.65  2,122,389.68   iFT  0.99946484   +0 27 26.6
 SR1078;UTM  12      - 5,285,249.216   659,446.223   MT  0.99991242   +1 34 20.2
 SR1078
 SR1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1078!SPC MT       -   0.99985429  x   0.99946484  =   0.99931921
 SR1078!UTM  12      -   0.99985429  x   0.99991242  =   0.99976672
 SR1078
 SR1078|---------------------------------------------------------------------|
 SR1078| PID    Reference Object                     Distance      Geod. Az  |
 SR1078|                                                           dddmmss.s |
 SR1078| CQ5369 CRYSTAL RM 1                         16.532 METERS 02321     |
 SR1078| CQ5368 CRYSTAL AZ MK                                      1051958.7 |
 SR1078| CQ5370 CRYSTAL RM 2                         11.428 METERS 30047     |
 SR1078|---------------------------------------------------------------------|
 SR1078
 SR1078                          SUPERSEDED SURVEY CONTROL
 SR1078
 SR1078  NAD 83(1986)-  47 42 03.37008(N)    108 52 29.01429(W) AD(       ) 1
 SR1078  NAD 27      -  47 42 03.41100(N)    108 52 26.43500(W) AD(       ) 1
 SR1078  NGVD 29 (07/19/86)  943.9    (m)         3097.     (f) VERT ANG       
 SR1078
 SR1078.Superseded values are not recommended for survey control.
 SR1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1078.See file dsdata.txt to determine how the superseded data were derived.
 SR1078
 SR1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT5944685249(NAD 83)
 SR1078_MARKER: DS = TRIANGULATION STATION DISK
 SR1078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1078
 SR1078  HISTORY     - Date     Condition        Report By
 SR1078  HISTORY     - 1889     MONUMENTED       MORC
 SR1078  HISTORY     - 1948     GOOD             CGS
 SR1078  HISTORY     - 1953     GOOD             USGS
 SR1078
 SR1078                          STATION DESCRIPTION
 SR1078
 SR1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SR1078'STATION LOCATED ABOUT 25 MILES NORTHEAST OF WINIFRED, ABOUT
 SR1078'2.5 MILES SOUTH OF THE MISSOURI RIVER, AND ON A HIGH PINE
 SR1078'COVERED KNOLL.
 SR1078'
 SR1078'TO REACH FROM THE POWER PLANT FERRY, GO WEST-SOUTHWEST ON
 SR1078'MAIN ROAD FOR 2.2 MILES TO A REVERSE Y AT THE TOP OF A HILL,
 SR1078'TURN LEFT ON TRACK ROAD AND GO 5.7 MILES TO A WIRE FENCE
 SR1078'GAP, TURN SHARP RIGHT AND FOLLOW ALONG THE NORTH SIDE OF
 SR1078'FENCE FOR 0.1 MILE TO THE HIGHEST POINT AND STATION.
 SR1078'
 SR1078'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST TO FENCE
 SR1078'GAP, TURN RIGHT THROUGH GAP AND FOLLOW TRACK ROAD FOR 0.4
 SR1078'MILE TO WIRE GATE AND AZIMUTH MARK ON RIGHT.
 SR1078'
 SR1078'STATION IS 0.1 MILE WEST OF MAIN ROAD, AND 10 FEET EAST OF A
 SR1078'PINE TREE.  IT IS A STANDARD MORC STATION MARK BOLTED ON THE
 SR1078'TOP OF A 5-INCH IRON PIPE.  THE MARK PROJECTS 16 INCHES.
 SR1078'
 SR1078'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SR1078'IN THE TOP OF 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1078'4 INCHES, AND THE DISK IS STAMPED CRYSTAL MORC NO 1 1948.
 SR1078'
 SR1078'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SR1078'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SR1078'5 INCHES AND THE DISK IS STAMPED CRYSTAL MORC NO 2 1948.
 SR1078'
 SR1078'AZIMUTH MARK IS 0.5 MILE FROM THE STATION, 18 FEET SOUTH OF
 SR1078'TRACK ROAD, AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A STANDARD
 SR1078'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SR1078'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SR1078'CRYSTAL MORC 1948.
 SR1078'
 SR1078'TWO CALF, BEND (MORC), BAD LANDS, ANTELOPE, SLIPPERY ANN,
 SR1078'ARMEL (MORC), AND QUARTER (MORC) WILL SEE FROM A 4-FOOT STAND.
 SR1078
 SR1078                          STATION RECOVERY (1953)
 SR1078
 SR1078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SR1078'STATION MARK--A STANDARD MORC STATION MARK BOLTED ON THE TOP OF A
 SR1078'5 IN. IRON PIPE.  THE MARK PROJECTS 16 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0989 ***********************************************************************
 SU0989  DESIGNATION -  CUBE IRON MOUNTAIN LOT
 SU0989  PID         -  SU0989
 SU0989  STATE/COUNTY-  MT/SANDERS
 SU0989  USGS QUAD   -  MOUNT HEADLEY (1988)
 SU0989
 SU0989                         *CURRENT SURVEY CONTROL
 SU0989  ___________________________________________________________________
 SU0989* NAD 83(1992)-  47 41 13.23858(N)    115 17 28.01087(W)     ADJUSTED  
 SU0989* NAVD 88     -                                                        
 SU0989  ___________________________________________________________________
 SU0989  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 SU0989  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 SU0989
 SU0989  HORZ ORDER  -  THIRD
 SU0989
 SU0989.The horizontal coordinates were established by classical geodetic methods
 SU0989.and adjusted by the National Geodetic Survey in July 1992..
 SU0989
 SU0989
 SU0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0989
 SU0989.The geoid height was determined by GEOID03.
 SU0989
 SU0989;                    North         East     Units Scale Factor Converg.
 SU0989;SPC MT       -   397,969.591   165,858.277   MT  0.99946194   -4 14 10.4
 SU0989;SPC MT       - 1,305,674.51    544,154.45   iFT  0.99946194   -4 14 10.4
 SU0989;UTM  11      - 5,282,928.143   628,242.581   MT  0.99980210   +1 15 49.9
 SU0989
 SU0989                          SUPERSEDED SURVEY CONTROL
 SU0989
 SU0989  NAD 83(1986)-  47 41 13.24529(N)    115 17 28.00644(W) AD(       ) 4
 SU0989  NAD 27      -  47 41 13.47190(N)    115 17 24.45739(W) AD(       ) 3
 SU0989
 SU0989.Superseded values are not recommended for survey control.
 SU0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0989.See file dsdata.txt to determine how the superseded data were derived.
 SU0989
 SU0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN2824382928(NAD 83)
 SU0989
 SU0989  HISTORY     - Date     Condition        Report By
 SU0989  HISTORY     - 1940     MONUMENTED       CGS
 SU0989
 SU0989                          STATION DESCRIPTION
 SU0989
 SU0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0989'CUBE IRON MOUNTAIN FOREST SERVICE LOOKOUT TOWER IS IN THE
 SU0989'CABINET NATIONAL FOREST, 7 MILES NNE OF THOMPSON FALLS, 5-1/2
 SU0989'MILES E OF BELKNAP, AND 4 MILES W OF THE W FORK OF THE THOMPSON
 SU0989'RIVER.  THE TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0609 ***********************************************************************
 TH0609  DESIGNATION -  CULBERT
 TH0609  PID         -  TH0609
 TH0609  STATE/COUNTY-  MT/ROOSEVELT
 TH0609  USGS QUAD   -  CULBERTSON (1989)
 TH0609
 TH0609                         *CURRENT SURVEY CONTROL
 TH0609  ___________________________________________________________________
 TH0609* NAD 83(1992)-  48 08 42.03177(N)    104 30 24.33072(W)     ADJUSTED  
 TH0609* NAVD 88     -       585.42   (+/-2cm)    1920.7    (feet)  VERTCON   
 TH0609  ___________________________________________________________________
 TH0609  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 TH0609  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 TH0609
 TH0609  HORZ ORDER  -  SECOND
 TH0609  VERT ORDER  -  THIRD ? (See Below)
 TH0609
 TH0609.The horizontal coordinates were established by classical geodetic methods
 TH0609.and adjusted by the National Geodetic Survey in July 1992..
 TH0609
 TH0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0609.The vertical order pertains to the NGVD 29 superseded value.
 TH0609
 TH0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0609
 TH0609.The geoid height was determined by GEOID03.
 TH0609
 TH0609;                    North         East     Units Scale Factor Converg.
 TH0609;SPC MT       -   444,647.712   971,172.607   MT  0.99958865   +3 39 09.3
 TH0609;SPC MT       - 1,458,817.95  3,186,261.83   iFT  0.99958865   +3 39 09.3
 TH0609;UTM  13      - 5,332,535.189   536,690.318   MT  0.99961654   +0 22 02.6
 TH0609
 TH0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0609!SPC MT       -   0.99991104  x   0.99958865  =   0.99949973
 TH0609!UTM  13      -   0.99991104  x   0.99961654  =   0.99952762
 TH0609
 TH0609|---------------------------------------------------------------------|
 TH0609| PID    Reference Object                     Distance      Geod. Az  |
 TH0609|                                                           dddmmss.s |
 TH0609| CQ8177 CULBERT RM 1                          8.494 METERS 07622     |
 TH0609| CQ8176 CULBERT AZ MK                                      1144627.1 |
 TH0609| TH0611 CULBERTSON GRAMMAR SCH CUPOLA       APPROX. 1.0 KM 2841059.9 |
 TH0609| CQ8178 CULBERT RM 2                         18.417 METERS 32017     |
 TH0609|---------------------------------------------------------------------|
 TH0609
 TH0609                          SUPERSEDED SURVEY CONTROL
 TH0609
 TH0609  NAD 83(1986)-  48 08 42.02910(N)    104 30 24.32616(W) AD(       ) 2
 TH0609  NAD 27      -  48 08 41.95643(N)    104 30 22.48681(W) AD(       ) 2
 TH0609  NGVD 29 (07/19/86)  584.90   (m)         1919.0    (f) LEVELING    3  
 TH0609
 TH0609.Superseded values are not recommended for survey control.
 TH0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0609.See file dsdata.txt to determine how the superseded data were derived.
 TH0609
 TH0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3669032535(NAD 83)
 TH0609_MARKER: DS = TRIANGULATION STATION DISK
 TH0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0609+STABILITY: SURFACE MOTION
 TH0609
 TH0609  HISTORY     - Date     Condition        Report By
 TH0609  HISTORY     - 1948     MONUMENTED       CGS
 TH0609  HISTORY     - 1970     MARK NOT FOUND   USGS
 TH0609
 TH0609                          STATION DESCRIPTION
 TH0609
 TH0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0609'THE STATION IS 0.5 MILE EAST-SOUTHEAST OF CULBERTSON, ON THE
 TH0609'RIGHT-OF-WAY OF STATE HIGHWAY 16.  IT IS 84 FEET NORTH OF THE
 TH0609'INTERSECTION OF HIGHWAY 16 AND THE GREAT NORTHERN RAILROAD
 TH0609'CROSSING, 70 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 47 FEET
 TH0609'EAST OF THE APPROXIMATE CENTERLINE OF HIGHWAY 16, 9 FEET EAST OF
 TH0609'A WITNESS POST AND 6 FEET WEST OF A FENCE CORNER.  THE MARK
 TH0609'PROJECTS 6 INCHES AND THE DISK IS STAMPED CULBERT 1948.
 TH0609'
 TH0609'REFERENCE MARK NO. 1 IS 27.87 FEET EAST OF THE STATION.  IT IS 69
 TH0609'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, AND 15 FEET
 TH0609'NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE
 TH0609'DISK IS STAMPED CULBERT NO 1 1948.
 TH0609'
 TH0609'REFERENCE MARK NO. 2 IS 60.42 FEET NORTHWEST OF THE STATION.  IT IS
 TH0609'41 FEET EAST OF THE APPROXIMATE CENTERLINE OF HIGHWAY 16.  THE MARK
 TH0609'PROJECTS 6 INCHES AND THE DISK IS STAMPED CULBERT NO 2 1948.
 TH0609'
 TH0609'THE AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION.  IT IS 54 FEET
 TH0609'NORTH OF THE APPROXIMATE CENTERLINE OF HIGHWAY 16, 23 FEET EAST OF
 TH0609'THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 4 FEET NORTH OF A
 TH0609'WITNESS POST AND 2 FEET NORTHEAST OF A FENCE CORNER.  THE MARK
 TH0609'PROJECTS 6 INCHES AND THE DISK IS STAMPED CULBERT 1948.
 TH0609'
 TH0609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TH0609'HIGHWAY 16 IN CULBERTSON, GO EASTERLY ON STATE HIGHWAY 16 FOR 0.5
 TH0609'MILE TO THE STATION ON THE LEFT.
 TH0609'
 TH0609'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TH0609
 TH0609                          STATION RECOVERY (1970)
 TH0609
 TH0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TH0609'STATION AND TWO REFERENCE MARKS WERE IN THE CONSTRUCTION AREA OF THE
 TH0609'HIGHWAY OVERPASS.  NO EVIDENCE OF STATION OR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0616 ***********************************************************************
 TH0616  DESIGNATION -  CULBERTSON LB
 TH0616  PID         -  TH0616
 TH0616  STATE/COUNTY-  MT/ROOSEVELT
 TH0616  USGS QUAD   -  CULBERTSON (1989)
 TH0616
 TH0616                         *CURRENT SURVEY CONTROL
 TH0616  ___________________________________________________________________
 TH0616* NAD 83(1992)-  48 07 37.69399(N)    104 32 51.97063(W)     ADJUSTED  
 TH0616* NAVD 88     -       582.5    (meters)    1911.     (feet)  VERTCON   
 TH0616  ___________________________________________________________________
 TH0616  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 TH0616  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 TH0616
 TH0616  HORZ ORDER  -  SECOND
 TH0616
 TH0616.The horizontal coordinates were established by classical geodetic methods
 TH0616.and adjusted by the National Geodetic Survey in July 1992..
 TH0616
 TH0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0616
 TH0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0616
 TH0616.The geoid height was determined by GEOID03.
 TH0616
 TH0616;                    North         East     Units Scale Factor Converg.
 TH0616;SPC MT       -   442,471.761   968,253.635   MT  0.99958249   +3 37 21.3
 TH0616;SPC MT       - 1,451,679.01  3,176,685.15   iFT  0.99958249   +3 37 21.3
 TH0616;UTM  13      - 5,330,530.045   533,651.347   MT  0.99961391   +0 20 12.3
 TH0616
 TH0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0616!SPC MT       -   0.99991149  x   0.99958249  =   0.99949402
 TH0616!UTM  13      -   0.99991149  x   0.99961391  =   0.99952543
 TH0616
 TH0616:                Primary Azimuth Mark                     Grid Az
 TH0616:SPC MT       -  CULBERTSON LB AZ MK                      010 36 12.8
 TH0616:UTM  13      -  CULBERTSON LB AZ MK                      013 53 21.8
 TH0616
 TH0616|---------------------------------------------------------------------|
 TH0616| PID    Reference Object                     Distance      Geod. Az  |
 TH0616|                                                           dddmmss.s |
 TH0616| CQ8179 CULBERTSON LB AZ MK                                0141334.1 |
 TH0616| TH0614 T27 28N R55 56E SECS 1 6 31 36      205.196 METERS 04004     |
 TH0616| TH0611 CULBERTSON GRAMMAR SCH CUPOLA       APPROX. 3.0 KM 0423756.7 |
 TH0616| TH0610 CULBERTSON OCCIDENT WEST ELEV       APPROX. 3.1 KM 0533020.1 |
 TH0616| TH0615 FPR 15 LB                            24.528 METERS 16241     |
 TH0616| CQ8180 CULBERTSON LB RM 1                   23.156 METERS 34238     |
 TH0616|---------------------------------------------------------------------|
 TH0616
 TH0616                          SUPERSEDED SURVEY CONTROL
 TH0616
 TH0616  NAD 83(1986)-  48 07 37.69175(N)    104 32 51.96584(W) AD(       ) 2
 TH0616  NAD 27      -  48 07 37.62160(N)    104 32 50.12284(W) AD(       ) 2
 TH0616  NGVD 29 (07/19/86)  582.0    (m)         1909.     (f) VERT ANG       
 TH0616
 TH0616.Superseded values are not recommended for survey control.
 TH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0616.See file dsdata.txt to determine how the superseded data were derived.
 TH0616
 TH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3365130530(NAD 83)
 TH0616_MARKER: DS = TRIANGULATION STATION DISK
 TH0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0616+STABILITY: SURFACE MOTION
 TH0616
 TH0616  HISTORY     - Date     Condition        Report By
 TH0616  HISTORY     - 1948     MONUMENTED       CGS
 TH0616
 TH0616                          STATION DESCRIPTION
 TH0616
 TH0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0616'LOCATED ABOUT 2 MILES SOUTHWEST OF CULBERTSON ON THE NORTH BANK OF
 TH0616'THE MISSOURI RIVER IN THE NE 1/4 SEC. 1, T 27 N, R 55 E ON LAND
 TH0616'OWNED BY MR. EDDIE TSCHABOLD, 8.6 FEET SOUTH-SOUTHEAST OF A WITNESS
 TH0616'POST, AND 4.5 FEET EAST OF A WIRE FENCE.  IT PROJECTS 8 INCHES,
 TH0616'AND THE DISK IS STAMPED CULBERTSON L B 1948.
 TH0616'
 TH0616'REFERENCE MARK NO. 1 IS 75.97 FEET NORTH-NORTHWEST OF THE STATION,
 TH0616'AND 5 FEET EAST OF THE WIRE FENCE.  IT PROJECTS 3 INCHES, AND THE
 TH0616'DISK IS STAMPED CULBERTSON L B NO 1 1948.
 TH0616'
 TH0616'FPR 15 (U.S.E.D.) IS 80.48 FEET SOUTH-SOUTHEAST OF THE STATION, AND
 TH0616'3 FEET EAST OF THE WIRE FENCE.  IT IS A U.S.E.D. CAP ON A 2-1/2 INCH
 TH0616'IRON PIPE THAT PROJECTS 12 INCHES.  IT IS STAMPED FPR 15.
 TH0616'
 TH0616'NE COR. T 27 N, R 55 E (G.L.O.) IS 673.28 FT. NORTH-NORTHEAST OF THE
 TH0616'STATION, 52 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT
 TH0616'ROAD, AND 18.9 FEET NORTH OF A FENCE CORNER.  IT IS A U.S.G.L.O.
 TH0616'DISK STAMPED T 28 N R 55 E R 56 E S 36 S 31 S1 S6 T 27 N 1947 ON THE
 TH0616'TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECTS 6 INCHES.
 TH0616'
 TH0616'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH OF THE STATION, 38
 TH0616'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 31 FEET
 TH0616'SOUTH OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 2.5 FEET
 TH0616'SOUTHWEST OF A WITNESS POST, AND IN THE NORTHWEST CORNER OF A
 TH0616'CULTIVATED FIELD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 TH0616'CULBERTSON L B 1948.
 TH0616'
 TH0616'TO REACH THE STATION FROM THE ARMORY IN CULBERTSON, GO FIRST SOUTH
 TH0616'THEN WEST ON U.S. HIGHWAY NO. 2 FOR 0.2 MILE TO THE SORBY IMPLEMENT
 TH0616'CO. ON THE LEFT.  THEN LEFT, SOUTH 0.25 MILE.  THEN RIGHT,
 TH0616'SOUTHERLY, 0.65 MILE.  THEN RIGHT, WEST 1.5 MILE TO THE AZIMUTH
 TH0616'MARK ON THE LEFT.  TURN LEFT, SOUTH, 0.25 MILE TO THE G.L.O. MARK
 TH0616'ON THE LEFT.  AT THIS POINT LEAVE THE ROAD, GO FIRST WEST THEN
 TH0616'SOUTH, ON THE SOUTH SIDE OF A WIRE FENCE FOR 0.2 MILE TO THE
 TH0616'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0613 ***********************************************************************
 TH0613  DESIGNATION -  CULBERTSON MONT DAK UTIL MAST
 TH0613  PID         -  TH0613
 TH0613  STATE/COUNTY-  MT/ROOSEVELT
 TH0613  USGS QUAD   -  CULBERTSON (1989)
 TH0613
 TH0613                         *CURRENT SURVEY CONTROL
 TH0613  ___________________________________________________________________
 TH0613* NAD 83(1992)-  48 11 57.07745(N)    104 31 31.71200(W)     ADJUSTED  
 TH0613* NAVD 88     -                                                        
 TH0613  ___________________________________________________________________
 TH0613  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 TH0613  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 TH0613
 TH0613  HORZ ORDER  -  THIRD
 TH0613
 TH0613.The horizontal coordinates were established by classical geodetic methods
 TH0613.and adjusted by the National Geodetic Survey in July 1992..
 TH0613
 TH0613
 TH0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0613
 TH0613.The geoid height was determined by GEOID03.
 TH0613
 TH0613;                    North         East     Units Scale Factor Converg.
 TH0613;SPC MT       -   450,569.022   969,400.950   MT  0.99960794   +3 38 20.0
 TH0613;SPC MT       - 1,478,244.82  3,180,449.31   iFT  0.99960794   +3 38 20.0
 TH0613;UTM  13      - 5,338,548.400   535,260.871   MT  0.99961528   +0 21 13.5
 TH0613
 TH0613                          SUPERSEDED SURVEY CONTROL
 TH0613
 TH0613  NAD 83(1986)-  48 11 57.07416(N)    104 31 31.70586(W) AD(       ) 4
 TH0613  NAD 27      -  48 11 57.00394(N)    104 31 29.87771(W) AD(       ) 3
 TH0613
 TH0613.Superseded values are not recommended for survey control.
 TH0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0613.See file dsdata.txt to determine how the superseded data were derived.
 TH0613
 TH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3526138548(NAD 83)
 TH0613_MARKER: 42 = RADIO/TV MAST
 TH0613
 TH0613  HISTORY     - Date     Condition        Report By
 TH0613  HISTORY     - 1967     FIRST OBSERVED   CGS
 TH0613
 TH0613                          STATION DESCRIPTION
 TH0613
 TH0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TH0613'CENTER OF THE RED LIGHT ATOP THE CULBERTSON, MONTANA-DAKOTA UTILITIES
 TH0613'COMPANY RADIO MAST KOE 532.  IT IS LOCATED 3.6 MILES NORTH OF
 TH0613'CULBERTSON AND 0.1 MILE EAST OF A MACADAM ROAD.
 TH0613'
 TH0613'THE MAST IS TRIANGULAR IN CROSS-SECTION, PAINTED ALTERNATELY RED
 TH0613'AND WHITE AND IS APPROXIMATELY 140 FEET IN HEIGHT.  IT HAS AN
 TH0613'ADDITIONAL NON-BLINKING RED LIGHT AT THE MID-POINT AND A SMALL
 TH0613'WHITE BUILDING AT ITS BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0610 ***********************************************************************
 TH0610  DESIGNATION -  CULBERTSON OCCIDENT WEST ELEV
 TH0610  PID         -  TH0610
 TH0610  STATE/COUNTY-  MT/ROOSEVELT
 TH0610  USGS QUAD   -  CULBERTSON (1989)
 TH0610
 TH0610                         *CURRENT SURVEY CONTROL
 TH0610  ___________________________________________________________________
 TH0610* NAD 83(1992)-  48 08 36.59903(N)    104 30 52.96804(W)     ADJUSTED  
 TH0610* NAVD 88     -       605.     (meters)    1985.     (feet)  VERTCON   
 TH0610  ___________________________________________________________________
 TH0610  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 TH0610  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 TH0610
 TH0610  HORZ ORDER  -  THIRD
 TH0610
 TH0610.The horizontal coordinates were established by classical geodetic methods
 TH0610.and adjusted by the National Geodetic Survey in July 1992..
 TH0610
 TH0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0610
 TH0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0610
 TH0610.The geoid height was determined by GEOID03.
 TH0610
 TH0610;                    North         East     Units Scale Factor Converg.
 TH0610;SPC MT       -   444,442.654   970,592.754   MT  0.99958813   +3 38 48.3
 TH0610;SPC MT       - 1,458,145.19  3,184,359.43   iFT  0.99958813   +3 38 48.3
 TH0610;UTM  13      - 5,332,363.692   536,099.651   MT  0.99961601   +0 21 41.2
 TH0610
 TH0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0610!SPC MT       -   0.99990805  x   0.99958813  =   0.99949622
 TH0610!UTM  13      -   0.99990805  x   0.99961601  =   0.99952409
 TH0610
 TH0610                          SUPERSEDED SURVEY CONTROL
 TH0610
 TH0610  NAD 83(1986)-  48 08 36.59669(N)    104 30 52.96368(W) AD(       ) 4
 TH0610  NAD 27      -  48 08 36.52572(N)    104 30 51.12485(W) AD(       ) 3
 TH0610  NGVD 29 (07/19/86)  604.     (m)         1982.     (f) VERT ANG       
 TH0610
 TH0610.Superseded values are not recommended for survey control.
 TH0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0610.See file dsdata.txt to determine how the superseded data were derived.
 TH0610
 TH0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3610032364(NAD 83)
 TH0610_MARKER: 65 = GRAIN ELEVATOR
 TH0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TH0610+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 TH0610
 TH0610  HISTORY     - Date     Condition        Report By
 TH0610  HISTORY     - 1948     FIRST OBSERVED   CGS
 TH0610  HISTORY     - 1970     SEE DESCRIPTION  USGS
 TH0610  HISTORY     - 20050715 GOOD             GEOCAC
 TH0610
 TH0610                          STATION DESCRIPTION
 TH0610
 TH0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0610'THIS IS AN INTERSECTION STATION.
 TH0610'
 TH0610'LOCATED NEAR THE SOUTH EDGE OF CULBERTSON, 0.1 MILE EAST OF THE
 TH0610'RAILROAD DEPOT, AND IS THE MOST WESTERLY ONE OF THREE ELEVATORS.
 TH0610'
 TH0610'IT IS A WOODEN STRUCTURE PAINTED SILVER AND HAS A SIGN IN BLACK
 TH0610'LETTERS OCCIDENT ELEVATOR DIVISION OF RUSSELL-MILLER MILLING CO. ON
 TH0610'ITS NORTH SIDE.  IT IS 66 FEET FROM THE GROUND TO THE APEX OF THE
 TH0610'ROOF.  THIS DISTANCE WAS DETERMINED BY ACTUAL TAPE MEASUREMENT.
 TH0610'THE POINT OBSERVED WAS THE BASE OF A VENTILATOR AT THE APEX AND
 TH0610'APPROXIMATE CENTER OF THE ROOF.
 TH0610
 TH0610                          STATION RECOVERY (1970)
 TH0610
 TH0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TH0610'STRUCTURE HAS BEEN MODERNIZED, AND THERE TWO METAL VENTILATORS ON THE
 TH0610'TOP, NEITHER IS AT THE CENTER OF THE ROOF.
 TH0610
 TH0610                          STATION RECOVERY (2005)
 TH0610
 TH0610'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 TH0610'THE STRUCTURE CONFORMS TO THE 1970 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0625 ***********************************************************************
 TH0625  DESIGNATION -  CULBERTSON RB RESET
 TH0625  PID         -  TH0625
 TH0625  STATE/COUNTY-  MT/RICHLAND
 TH0625  USGS QUAD   -  DUGOUT CREEK (1989)
 TH0625
 TH0625                         *CURRENT SURVEY CONTROL
 TH0625  ___________________________________________________________________
 TH0625* NAD 83(1992)-  48 07 19.48236(N)    104 32 48.55138(W)     ADJUSTED  
 TH0625* NAVD 88     -       580.3    (meters)    1904.     (feet)  VERTCON   
 TH0625  ___________________________________________________________________
 TH0625  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 TH0625  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 TH0625
 TH0625  HORZ ORDER  -  SECOND
 TH0625
 TH0625.The horizontal coordinates were established by classical geodetic methods
 TH0625.and adjusted by the National Geodetic Survey in July 1992..
 TH0625
 TH0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0625
 TH0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0625
 TH0625.The geoid height was determined by GEOID03.
 TH0625
 TH0625;                    North         East     Units Scale Factor Converg.
 TH0625;SPC MT       -   441,915.086   968,359.701   MT  0.99958076   +3 37 23.8
 TH0625;SPC MT       - 1,449,852.64  3,177,033.14   iFT  0.99958076   +3 37 23.8
 TH0625;UTM  13      - 5,329,968.188   533,725.334   MT  0.99961398   +0 20 14.7
 TH0625
 TH0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0625!SPC MT       -   0.99991183  x   0.99958076  =   0.99949263
 TH0625!UTM  13      -   0.99991183  x   0.99961398  =   0.99952585
 TH0625
 TH0625:                Primary Azimuth Mark                     Grid Az
 TH0625:SPC MT       -  CULBERTSON GRAMMAR SCH CUPOLA            031 46 08.0
 TH0625:UTM  13      -  CULBERTSON GRAMMAR SCH CUPOLA            035 03 17.1
 TH0625
 TH0625|---------------------------------------------------------------------|
 TH0625| PID    Reference Object                     Distance      Geod. Az  |
 TH0625|                                                           dddmmss.s |
 TH0625| TH0611 CULBERTSON GRAMMAR SCH CUPOLA       APPROX. 3.4 KM 0352331.8 |
 TH0625| TH0610 CULBERTSON OCCIDENT WEST ELEV       APPROX. 3.4 KM 0450458.7 |
 TH0625| TH0624 FPR 15 RB                            24.405 METERS 08845     |
 TH0625| CQ8181 CULBERTSON RB AZ MK                                1160823.6 |
 TH0625| TH0623 T27N R55 56E SECS 1 6 MC            302.423 METERS 16907     |
 TH0625| CQ8182 CULBERTSON RB RM 1                   48.329 METERS 21915     |
 TH0625| TH0620 BLAIR GREAT NORTH RR TANK           APPROX. 6.1 KM 2961249.4 |
 TH0625| CQ8183 CULBERTSON RB RM 3                   27.569 METERS 35210     |
 TH0625|---------------------------------------------------------------------|
 TH0625
 TH0625                          SUPERSEDED SURVEY CONTROL
 TH0625
 TH0625  NAD 83(1986)-  48 07 19.48020(N)    104 32 48.54658(W) AD(       ) 2
 TH0625  NAD 27      -  48 07 19.40959(N)    104 32 46.70370(W) AD(       ) 2
 TH0625  NGVD 29 (07/19/86)  579.8    (m)         1902.     (f) VERT ANG       
 TH0625
 TH0625.Superseded values are not recommended for survey control.
 TH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0625.See file dsdata.txt to determine how the superseded data were derived.
 TH0625
 TH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3372529968(NAD 83)
 TH0625_MARKER: DS = TRIANGULATION STATION DISK
 TH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0625+STABILITY: SURFACE MOTION
 TH0625
 TH0625  HISTORY     - Date     Condition        Report By
 TH0625  HISTORY     - 1948     MONUMENTED       CGS
 TH0625  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TH0625
 TH0625                          STATION DESCRIPTION
 TH0625
 TH0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0625'THE STATION IS LOCATED 2 MILES SOUTHWEST OF CULBERTSON, ON THE SOUTH
 TH0625'BANK OF THE MISSOURI RIVER, IN THE S.E. 1/4 SEC, 1, T.27 N., R 55
 TH0625'E, AND ON LAND OWNED BY K. R. HILL.  IT IS 118 FEET EAST OF A FENCE
 TH0625'CORNER AND 5 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 6
 TH0625'INCHES AND THE DISK IS STAMPED CULBERTSON R B 1948.
 TH0625'
 TH0625'REFERENCE MARK NO. 1 IS 158.60 FEET SOUTHWEST OF THE STATION.  IT IS
 TH0625'134 FEET SOUTH OF THE FENCE CORNER AND 1 FOOT EAST OF A FENCE.  THE
 TH0625'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CULBERTSON R B NO
 TH0625'1 1948.
 TH0625'
 TH0625'F.P.R. 15 R.B. (U.S.E.D.) IS 81.27 FEET EAST OF THE STATION.  IT IS
 TH0625'A STANDARD UNITED STATES ENGINEERS DEPARTMENT BRONZE DISK WELDED TO
 TH0625'THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS
 TH0625'STAMPED F P R 15.
 TH0625'
 TH0625'RANGE LINE MARKER 0.3 MILE NORTH OF K.R. HILL HOUSE IS 992.29 FEET
 TH0625'SOUTH OF THE STATION.  IT IS 75 FEET EAST OF THE APPROXIMATE
 TH0625'CENTERLINE OF THE TRACK ROAD AND 64 FEET EAST OF A 36-INCH BLAZED
 TH0625'COTTONWOOD TREE.  IT IS A STANDARD GENERAL LAND OFFICE BRASS DISK
 TH0625'WELDED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 TH0625'THE DISK IS STAMPED S1 S6 R 55 E R 56 E T 27 N.
 TH0625'
 TH0625'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION.  IT IS 25
 TH0625'FEET NORTHWEST OF A 10-INCH COTTONWOOD TREE AND 4.5 FEET NORTHWEST
 TH0625'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 TH0625'STAMPED CULBERTSON R B 1948.
 TH0625'
 TH0625'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TH0625'HIGHWAY 16 IN CULBERTSON, GO SOUTHERLY ON HIGHWAY 16 FOR 4.2 MILES
 TH0625'TO A GRAVEL ROAD RIGHT AT A SIGN JENNISON COAL COMPANY, TURN RIGHT
 TH0625'AND GO WESTERLY 2.2 MILES, CONTINUE WEST 0.8 MILE TO A SIDE ROAD
 TH0625'LEFT, CONTINUE STRAIGHT AHEAD 0.6 MILE TO A FARM ROAD RIGHT, TURN
 TH0625'RIGHT AND GO NORTH 0.6 MILE TO THE K.R. HILL FARMHOUSE, TURN
 TH0625'RIGHT INTO THE FARMYARD ENTRANCE DRIVEWAY AND GO ABOUT 75 YARDS
 TH0625'TO A BOARD GATE ADJACENT TO A BARN, PASS THROUGH THE GATE AND GO
 TH0625'NORTH 0.1 MILE TO ANOTHER GATE, PASS THROUGH THE GATE, BEAR LEFT
 TH0625'AND CONTINUE NORTH ON A TRACK ROAD 0.4 MILE TO THE STATION AS
 TH0625'DESCRIBED.
 TH0625'
 TH0625'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 TH0625
 TH0625                          STATION RECOVERY (1971)
 TH0625
 TH0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TH0625'THE SURFACE STATION MARK WAS FOUND LAYING BESIDE REFERENCE MARK
 TH0625'NO. 1.  THE DISK WAS REMOVED AND REUSED.  THE UNDERGROUND STATION
 TH0625'MARK WAS FOUND IN GOOD CONDITION, 2.4 FEET BELOW GROUND.  A NEW
 TH0625'SURFACE STATION MARK WAS SET OVER THE UNDERGROUND MARK.  REFERENCE
 TH0625'MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 TH0625'GENERAL LAND OFFICE MARK T 27 N RA 55 56 E SECS 1 6, HAS BEEN
 TH0625'DISTURBED AND IS LEANING ABOUT 30 DEGREES.  F.P.R. 15 R.B.
 TH0625'(USE) HAS BEEN DISTURBED AND IS LEANING TO THE WEST.  A NEW TIE WAS
 TH0625'MADE TO THIS MARK IN ITS PRESENT POSITION.  REFERENCE MARK NO. 3
 TH0625'WAS ESTABLISHED.
 TH0625'
 TH0625'THE STATION IS 2 MILES SOUTHWEST OF CULBERTSON, ON THE SOUTH BANK
 TH0625'OF THE MISSOURI RIVER AND IN THE SOUTHEAST 1/4 OF SECTION 1, T 27
 TH0625'N, R 55 E..
 TH0625'
 TH0625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHWEST
 TH0625'OF CULBERTSON.
 TH0625'
 TH0625'THE STATION MARK, STAMPED CULBERTSON RB 1948 1971, IS A STANDARD
 TH0625'DISK SET IN AN 18-INCH DIAMETER CONCRETE POST 1.3 FEET BELOW GROUND
 TH0625'IN A CULTIVATED FIELD.  IT IS 30 YARDS WEST OF THE EAST END OF A
 TH0625'200-YARD LONG TANGENT ALONG THE NORTH EDGE OF THE CULTIVATED
 TH0625'FIELD, (FIELD BENDS SOUTH AT BOTH ENDS OF THIS TANGENT), 115 FEET
 TH0625'SOUTH OF THE SOUTH BANK OF THE MISSOURI RIVER AND 34 FEET SOUTH OF
 TH0625'THE NORTH EDGE OF THE FIELD.
 TH0625'
 TH0625'REFERENCE MARK NO. 1, STAMPED CULBERTSON RB NO 1 1948, IS A STANDARD
 TH0625'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 TH0625'IN A SMALL, UNCULTIVATED PLOT OF GROUND 158 FEET SOUTHWEST OF THE
 TH0625'STATION.
 TH0625'
 TH0625'REFERENCE MARK NO. 3, STAMPED CULBERTSON 1948 NO 3 1971, IS A
 TH0625'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 TH0625'IT IS ON THE SOUTH EDGE OF THE DIRT DYKE ALONG THE SOUTH BANK OF
 TH0625'THE RIVER, 25 FEET SOUTH OF THE NORTH EDGE OF THE DYKE, 20 FEET
 TH0625'WEST OF A LONE, 6-INCH POPULAR TREE AND 1 FOOT SOUTH OF A METAL
 TH0625'WITNESS POST.
 TH0625'
 TH0625'F.P.R. 15 R.B. (USE) IS A UNITED STATES ENGINEERS DEPT. DISK ON A
 TH0625'PIPE WHICH PROJECTS ABOUT 6 INCHES, AND IS TILTED TOWARD THE
 TH0625'STATION.  (DISTANCE MEASURED 0.366 METER LONGER IN 1948).  THE MARK
 TH0625'IS IN A SMALL, UNCULTIVATED PLOT OF GROUND, 1 FOOT NORTH OF A
 TH0625'2-FOOT BY 4-INCH BOARD WHICH IS BOLTED TO A METAL POST.  BOARD
 TH0625'STANDS UPRIGHT AND IS PAINTED WHITE.
 TH0625'
 TH0625'THE AZIMUTH MARK, STAMPED CULBERTSON RB 1948, IS A STANDARD DISK
 TH0625'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON THE
 TH0625'SUMMIT OF A 4-FOOT HIGH RIDGE BETWEEN TWO DRAWS AND 50 YARDS WEST
 TH0625'OF THE POINT WHERE THE TWO DRAWS JOIN, 22 FEET WEST OF A 3-FOOT
 TH0625'POPULAR TREE, 6 FEET SOUTH OF THE NORTH EDGE OF THE NORTHERN
 TH0625'DRAW AND 1 FOOT WEST OF A METAL WITNESS POST.
 TH0625'
 TH0625'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 TH0625'16 IN CULBERTSON, GO SOUTH ON STATE HIGHWAY 16 FOR 0.3 MILE TO THE
 TH0625'INTERSECTION OF BROADWAY AVE. AND FIRST STREET.  TURN LEFT AND
 TH0625'FOLLOW STATE HIGHWAY 16 SOUTHERLY FOR 3.05 MILES TO THE SOUTH END OF
 TH0625'THE BRIDGE OVER THE MISSOURI RIVER, CONTINUE SOUTH 1.15 MILES TO
 TH0625'A ROAD RIGHT, TURN RIGHT AND FOLLOW THE MAIN ROAD WESTERLY 3.7
 TH0625'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.6 MILES TO THE
 TH0625'ENTRANCE TO A FARMYARD ON THE RIGHT, BEAR SLIGHTLY LEFT AND
 TH0625'FOLLOW THE ROAD 0.05 MILE TO A GATE ABOUT 100 YARDS NORTHWEST OF
 TH0625'THE FARMHOUSE.  PASS THROUGH THE GATE AND GO NORTH ALONG THE
 TH0625'WEST SIDE OF A FENCE FOR 0.2 MILE, TURN RIGHT AND GO EAST ALONG
 TH0625'THE NORTH SIDE OF A FENCE FOR 0.2 MILE TO A NORTH-SOUTH FENCE.
 TH0625'(TO REACH THE AZIMUTH MARK, PASS THROUGH GATE AND CONTINUE EAST
 TH0625'0.15 MILE TO MARK ON LEFT).  TURN LEFT AND GO NORTH ALONG THE
 TH0625'WEST SIDE OF THE FENCE FOR 0.15 MILE TO THE EDGE OF THE TREES
 TH0625'ALONG THE RIVERBANK, TURN LEFT AND GO WESTERLY ALONG THE SOUTH
 TH0625'EDGE OF THE TREES 0.15 MILE TO A 200-YARD LONG EAST-WEST TANGENT
 TH0625'ALONG THE NORTH SIDE OF THE CULTIVATED FIELD.  CONTINUE WEST ABOUT
 TH0625'30 YARDS TO THE STATION ON THE LEFT AND REFERENCE MARK NO. 3 AND
 TH0625'WITNESS POST ON THE BANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0510 ***********************************************************************
 ST0510  DESIGNATION -  CUNIFF
 ST0510  PID         -  ST0510
 ST0510  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0510  USGS QUAD   -  BEAN LAKE (1995)
 ST0510
 ST0510                         *CURRENT SURVEY CONTROL
 ST0510  ___________________________________________________________________
 ST0510* NAD 83(1992)-  47 15 02.63107(N)    112 27 01.44916(W)     ADJUSTED  
 ST0510* NAVD 88     -      2185.5    (meters)    7170.     (feet)  VERTCON   
 ST0510  ___________________________________________________________________
 ST0510  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 ST0510  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 ST0510
 ST0510  HORZ ORDER  -  SECOND
 ST0510
 ST0510.The horizontal coordinates were established by classical geodetic methods
 ST0510.and adjusted by the National Geodetic Survey in July 1992..
 ST0510
 ST0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0510
 ST0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0510
 ST0510.The geoid height was determined by GEOID03.
 ST0510
 ST0510;                    North         East     Units Scale Factor Converg.
 ST0510;SPC MT       -   337,638.601   376,842.607   MT  0.99940125   -2 09 29.6
 ST0510;SPC MT       - 1,107,738.19  1,236,360.26   iFT  0.99940125   -2 09 29.6
 ST0510;UTM  12      - 5,234,047.713   390,250.122   MT  0.99974803   -1 03 54.7
 ST0510
 ST0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0510!SPC MT       -   0.99965957  x   0.99940125  =   0.99906103
 ST0510!UTM  12      -   0.99965957  x   0.99974803  =   0.99940769
 ST0510
 ST0510|---------------------------------------------------------------------|
 ST0510| PID    Reference Object                     Distance      Geod. Az  |
 ST0510|                                                           dddmmss.s |
 ST0510| CN4203 CUNIFF RM 1                          14.445 METERS 20352     |
 ST0510| CN4204 CUNIFF RM 2                          10.476 METERS 25114     |
 ST0510| CN4202 CUNIFF AZ MK                                       2905550.5 |
 ST0510| ST0511 HAYSTACK BUTTE TARGET               APPROX.18.1 KM 3353152.1 |
 ST0510|---------------------------------------------------------------------|
 ST0510
 ST0510                          SUPERSEDED SURVEY CONTROL
 ST0510
 ST0510  NAD 83(1986)-  47 15 02.63634(N)    112 27 01.43371(W) AD(       ) 2
 ST0510  NAD 27      -  47 15 02.83660(N)    112 26 58.34240(W) AD(       ) 2
 ST0510  NGVD 29 (07/19/86) 2184.4    (m)         7167.     (f) VERT ANG       
 ST0510
 ST0510.Superseded values are not recommended for survey control.
 ST0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0510.See file dsdata.txt to determine how the superseded data were derived.
 ST0510
 ST0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT9025034048(NAD 83)
 ST0510_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0510_SETTING: 66 = SET IN ROCK OUTCROP
 ST0510
 ST0510  HISTORY     - Date     Condition        Report By
 ST0510  HISTORY     - 1960     MONUMENTED       CGS
 ST0510
 ST0510                          STATION DESCRIPTION
 ST0510
 ST0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0510'STATION IS LOCATED ABOUT 16-3/4 MILES SOUTH AND 3 MILES WEST
 ST0510'OF AUGUSTA, 13-3/4 MILES WEST AND 2-3/4 MILES SOUTH OF BOWMAN
 ST0510'JUNCTION (JUNCTION OF STATE HIGHWAYS 20 AND 33), 2 MILES SOUTH
 ST0510'AND 1-3/4 EAST OF OVERMAN RANCH WHICH IS AT THE JUNCTION OF
 ST0510'DEARBORN RIVER AND FALLS CREEK, ON THE HIGHEST POINT OF A BARE
 ST0510'ROCKY AREA ON THE NORTHWEST END OF A LONG NORTHWEST-SOUTHEAST
 ST0510'BUTTE THAT SETS JUST EAST OF THE MAIN MOUNTAINS AND IS
 ST0510'CONSIDERABLY LOWER, BUT IS QUITE PROMINENT BECAUSE OF THE ALMOST
 ST0510'VERTICAL CLIFFS ON ITS NORTH AND EAST SIDES.  THE WEST SIDE
 ST0510'SLOPES GRADUALLY AND IS HEAVILY TIMBERED.
 ST0510'
 ST0510'STATION WAS REACHED BY HELICOPTER, BUT CAN ALSO BE REACHED
 ST0510'BY PACKING SOUTHEAST FROM THE OVERMAN RANCH FOR ABOUT 2-1/2
 ST0510'MILES ALONG A VALLEY BOTTOM.  THENCE RIGHT UP STEEP SOUTHEAST
 ST0510'END OF BUTTE ABOUT 1/2 MILE TO THE HIGHEST POINT AND STATION
 ST0510'AS DESCRIBED.  ABOUT A 3 HOUR PACK.
 ST0510'
 ST0510'STATION MARK IS A STANDARD DISK, STAMPED CUNIFF 1960, CEMENTED
 ST0510'IN A DRILL HOLE IN FLUSH BEDROCK HAVING AN EXPOSED AREA OF
 ST0510'6 INCHES X 1 FOOT.  IT IS ABOUT 8 FEET SOUTHWEST OF THE EDGE
 ST0510'OF A VERTICAL CLIFF.
 ST0510'
 ST0510'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUNIFF NO 1 1960,
 ST0510'CEMENTED IN A DRILL HOLE NEAR THE CENTER OF A 3 X 5 FOOT FLAT
 ST0510'TOPPED BOULDER PROJECTING 6 INCHES.  IT IS ABOUT 54 FEET
 ST0510'SOUTHWEST OF THE CLIFF EDGE AND ABOUT 8 FEET LOWER THAN THE
 ST0510'STATION MARK.
 ST0510'
 ST0510'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUNIFF NO 2 1960,
 ST0510'CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK HAVING AN EXPOSED
 ST0510'AREA OF 2 X 3 FEET.  IT IS ABOUT 2 FEET SOUTHWEST OF THE CLIFF
 ST0510'EDGE AND ABOUT 7 FEET LOWER THAN THE STATION MARK.
 ST0510'
 ST0510'AZIMUTH MARK IS A STANDARD DISK, STAMPED CUNIFF 1960, CEMENTED
 ST0510'IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP PROJECTING 6
 ST0510'INCHES.  IT IS LOCATED ON THE HIGHEST POINT OF A SMALL KNOLL
 ST0510'ALONG CLIFF EDGE RUNNING NORTHWEST FROM STATION.  (ABOUT A 15
 ST0510'MINUTE PACK) IT IS 20 FEET SOUTHWEST OF THE VERTICAL CLIFF
 ST0510'ON THE NORTHEAST SIDE AND 2 FEET SOUTHEAST OF THE VERTICAL
 ST0510'CLIFF ON THE NORTHWEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0809 ***********************************************************************
 TO0809  DESIGNATION -  CURLEY
 TO0809  PID         -  TO0809
 TO0809  STATE/COUNTY-  MT/LINCOLN
 TO0809  USGS QUAD   -  CURLEY CREEK (1983)
 TO0809
 TO0809                         *CURRENT SURVEY CONTROL
 TO0809  ___________________________________________________________________
 TO0809* NAD 83(1992)-  48 40 20.14054(N)    116 02 43.77526(W)     ADJUSTED  
 TO0809* NAVD 88     -       757.8    (meters)    2486.     (feet)  VERTCON   
 TO0809  ___________________________________________________________________
 TO0809  X           -  -1,853,096.584 (meters)                     COMP
 TO0809  Y           -  -3,791,766.864 (meters)                     COMP
 TO0809  Z           -   4,767,126.021 (meters)                     COMP
 TO0809  LAPLACE CORR-          10.20  (seconds)                    DEFLEC99
 TO0809  ELLIP HEIGHT-         741.73  (meters)          (07/28/92) GPS OBS
 TO0809  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TO0809
 TO0809  HORZ ORDER  -  FIRST
 TO0809  ELLP ORDER  -  FIFTH     CLASS I
 TO0809
 TO0809.The horizontal coordinates were established by GPS observations
 TO0809.and adjusted by the National Geodetic Survey in July 1992..
 TO0809
 TO0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0809
 TO0809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO0809
 TO0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0809
 TO0809.The ellipsoidal height was determined by GPS observations
 TO0809.and is referenced to NAD 83.
 TO0809
 TO0809.The geoid height was determined by GEOID03.
 TO0809
 TO0809;                    North         East     Units Scale Factor Converg.
 TO0809;SPC MT       -   511,551.959   118,569.867   MT  0.99981522   -4 47 17.0
 TO0809;SPC MT       - 1,678,320.08    389,008.75   iFT  0.99981522   -4 47 17.0
 TO0809;SPC ID W     -   778,557.640   778,238.194   MT  0.99993915   -0 13 18.8
 TO0809;UTM  11      - 5,391,463.236   570,271.548   MT  0.99966067   +0 43 00.5
 TO0809
 TO0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0809!SPC MT       -   0.99988377  x   0.99981522  =   0.99969901
 TO0809!SPC ID W     -   0.99988377  x   0.99993915  =   0.99982293
 TO0809!UTM  11      -   0.99988377  x   0.99966067  =   0.99954448
 TO0809
 TO0809                          SUPERSEDED SURVEY CONTROL
 TO0809
 TO0809  NAD 83(1986)-  48 40 20.15029(N)    116 02 43.77995(W) AD(       ) 1
 TO0809  NGVD 29 (11/20/87)  756.6    (m)         2482.     (f) GPS OBS        
 TO0809
 TO0809.Superseded values are not recommended for survey control.
 TO0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0809.See file dsdata.txt to determine how the superseded data were derived.
 TO0809
 TO0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7027291463(NAD 83)
 TO0809_MARKER: DS = TRIANGULATION STATION DISK
 TO0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0809_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TO0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0809+STABILITY: SURFACE MOTION
 TO0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0809+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TO0809
 TO0809  HISTORY     - Date     Condition        Report By
 TO0809  HISTORY     - 1986     MONUMENTED       NGS
 TO0809
 TO0809                          STATION DESCRIPTION
 TO0809
 TO0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TO0809'THE STATION IS LOCATED ABOUT 22 KM (14 MI) NORTHWEST OF TROY,
 TO0809'0.24 KM (0.15 MI) SOUTHEAST OF THE IDAHO-MONTANA STATE LINE AND ON
 TO0809'A CUT BANK ALONG THE SOUTHWEST RIGHT OF WAY OF OLD HIGHWAY 2.
 TO0809'
 TO0809'TO REACH THE STATION FROM THE PUBLIC SCHOOL IN TROY, GO NORTHWEST
 TO0809'ON U.S. HIGHWAY 2 FOR 16.96 KM (10.6 MI) TO THE JUNCTION WITH OLD
 TO0809'HIGHWAY 2.  BEAR RIGHT ON OLD HIGHWAY 2 AND GO NORTHWEST FOR 7.68
 TO0809'KM (4.8 MI) TO A HIGH CUT BANK ON THE LEFT AND THE STATION MARK ON
 TO0809'THE CUT BANK AS DESCRIBED.
 TO0809'
 TO0809'STATION MARK, STAMPED---CURLEY 1986---, IS A STANDARD DISK SET IN
 TO0809'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 14.0
 TO0809'METERS (45.9 FT) SOUTHEAST OF A POWER POLE NUMBERED B 61, 1.8
 TO0809'METERS (5.9 FT) NORTHEAST OF A FENCE, 0.9 METER (2.9 FT) NORTHEAST
 TO0809'OF A WITNESS POST AND 3.0 METERS (10 FT) HIGHER THAN THE ROAD.
 TO0809'
 TO0809'THE AZIMUTH MARK, STAMPED---CURLEY 1986---, IS A STANDARD DISK SET
 TO0809'IN A DRILL HOLE IN A BOULDER.  IT IS 11.0 METERS (36.0 FT)
 TO0809'SOUTHEAST OF A MAILBOX, 8.5 METERS (27.9 FT) NORTHWEST OF THE STATE
 TO0809'LINE MARKER, 6.5 METERS (21.3 FT) NORTHEAST OF THE CENTER OF THE
 TO0809'ROAD AND 0.8 METER (2.6 FT) SOUTHWEST OF A WITNESS POST.
 TO0809'
 TO0809'TO REACH THE AZIMUTH MARK FROM THE PUBLIC SCHOOL IN TROY, GO
 TO0809'NORTHWEST ON U.S. HIGHWAY 2 FOR 16.96 KM (10.6 MI) TO THE JUNCTION
 TO0809'WITH OLD HIGHWAY 2.  BEAR RIGHT ON OLD HIGHWAY 2 AND GO NORTHWEST
 TO0809'FOR 7.68 KM (4.8 MI) TO THE STATION ON THE LEFT.  CONTINUE
 TO0809'NORTHWEST ON OLD HIGHWAY 2 FOR 0.24 KM (0.15 MI) TO THE AZIMUTH
 TO0809'MARK ON THE RIGHT JUST OVER THE IDAHO STATE LINE.
 TO0809'
 TO0809'THE STATION IS A GPS STATION AND HAS NO REFERENCE MARKS.  THE
 TO0809'AZIMUTH MARK IS ACROSS THE STATE LINE IN IDAHO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0795 ***********************************************************************
 TM0795  DESIGNATION -  CURVE
 TM0795  PID         -  TM0795
 TM0795  STATE/COUNTY-  MT/GLACIER
 TM0795  USGS QUAD   -  GUNSIGHT (1966)
 TM0795
 TM0795                         *CURRENT SURVEY CONTROL
 TM0795  ___________________________________________________________________
 TM0795* NAD 83(1992)-  48 42 42.42963(N)    112 25 50.04639(W)     ADJUSTED  
 TM0795* NAVD 88     -      1170.9    (meters)    3842.     (feet)  VERT ANG  
 TM0795  ___________________________________________________________________
 TM0795  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 TM0795  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TM0795
 TM0795  HORZ ORDER  -  SECOND
 TM0795
 TM0795.The horizontal coordinates were established by classical geodetic methods
 TM0795.and adjusted by the National Geodetic Survey in July 1992..
 TM0795
 TM0795.The orthometric height was determined by vertical angle observations.
 TM0795
 TM0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0795
 TM0795.The geoid height was determined by GEOID03.
 TM0795
 TM0795;                    North         East     Units Scale Factor Converg.
 TM0795;SPC MT       -   499,852.367   384,416.256   MT  0.99983571   -2 08 37.4
 TM0795;SPC MT       - 1,639,935.59  1,261,208.19   iFT  0.99983571   -2 08 37.4
 TM0795;UTM  12      - 5,396,404.473   394,763.610   MT  0.99973606   -1 04 30.1
 TM0795
 TM0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0795!SPC MT       -   0.99981885  x   0.99983571  =   0.99965459
 TM0795!UTM  12      -   0.99981885  x   0.99973606  =   0.99955496
 TM0795
 TM0795:                Primary Azimuth Mark                     Grid Az
 TM0795:SPC MT       -  MOUNTAIN STS TT CO MICROWAVE             047 06 29.3
 TM0795:UTM  12      -  MOUNTAIN STS TT CO MICROWAVE             046 02 22.0
 TM0795
 TM0795|---------------------------------------------------------------------|
 TM0795| PID    Reference Object                     Distance      Geod. Az  |
 TM0795|                                                           dddmmss.s |
 TM0795| TM0799 MOUNTAIN STS TT CO MICROWAVE        APPROX.12.5 KM 0445751.9 |
 TM0795| CN4205 CURVE AZ MK                                        0941339.7 |
 TM0795| CN4206 CURVE RM 1                           11.925 METERS 12815     |
 TM0795| TM0788 CUT BANK CO SHERIFFS RADIO MST      APPROX.12.9 KM 1410245.3 |
 TM0795| CN4207 CURVE RM 2                           16.209 METERS 23740     |
 TM0795|---------------------------------------------------------------------|
 TM0795
 TM0795                          SUPERSEDED SURVEY CONTROL
 TM0795
 TM0795  NAD 83(1986)-  48 42 42.43550(N)    112 25 50.03848(W) AD(       ) 2
 TM0795  NAD 27      -  48 42 42.49130(N)    112 25 46.82864(W) AD(       ) 2
 TM0795  NGVD 29 (07/19/86) 1169.8    (m)         3838.     (f) VERT ANG       
 TM0795
 TM0795.Superseded values are not recommended for survey control.
 TM0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0795.See file dsdata.txt to determine how the superseded data were derived.
 TM0795
 TM0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9476496404(NAD 83)
 TM0795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0795
 TM0795  HISTORY     - Date     Condition        Report By
 TM0795  HISTORY     - 1964     MONUMENTED       CGS
 TM0795
 TM0795                          STATION DESCRIPTION
 TM0795
 TM0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0795'THE STATION IS ABOUT 29 MILES EAST-NORTHEAST OF BROWNING,
 TM0795'7-1/2 MILES NORTHWEST OF CUT BANK AND 5 MILES WEST-NORTHWEST OF
 TM0795'THE VILLAGE OF SANTA RITA, ON THE WEST SIDE OF A GRAVELED ROAD.
 TM0795'
 TM0795'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 TM0795'SANTA RITA, GO NORTH ON STATE HIGHWAY 213 FOR 0.6 MILE TO A
 TM0795'GRAVELED SIDE ROAD LEFT AT A SIGN THE TEXAS PIPE LINE COMPANY
 TM0795'1 MILE.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 1.0 MILE
 TM0795'TO A CROSSROAD.  CONTINUE WEST ON GRAVELED ROAD FOR 1.65 MILES TO
 TM0795'A BRIDGE OVER ROCKY COULEE CREEK.  CROSS BRIDGE AND CONTINUE
 TM0795'WEST ON GRAVELED ROAD FOR 1.75 MILES TO THE AZIMUTH MARK ON
 TM0795'THE LEFT.  CONTINUE WEST ON MAIN ROAD FOR 0.75 MILE TO WHERE
 TM0795'THE ROAD TURNS NORTH AND THE STATION ON THE LEFT.
 TM0795'
 TM0795'STATION MARK IS A STANDARD DISK, STAMPED CURVE 1964, SET IN
 TM0795'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 TM0795'IT IS 58 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD
 TM0795'AND 5.6 FEET SOUTH OF A WITNESS POST.
 TM0795'
 TM0795'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CURVE NO 1 1964,
 TM0795'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 TM0795'INCHES.  IT IS 48 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD
 TM0795'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TM0795'
 TM0795'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CURVE NO 2 1964,
 TM0795'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0795'3 INCHES.  IT IS 74 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 TM0795'ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 TM0795'
 TM0795'AZIMUTH MARK IS A STANDARD DISK, STAMPED CURVE 1964, SET IN
 TM0795'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 TM0795'IT IS 50 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 2.8
 TM0795'FEET EAST OF A WITNESS POST, 2 FEET WEST OF A TELEPHONE LINE
 TM0795'POLE AND 1.6 FEET NORTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0372 ***********************************************************************
 QV0372  DESIGNATION -  CUSTER
 QV0372  PID         -  QV0372
 QV0372  STATE/COUNTY-  MT/BIG HORN
 QV0372  USGS QUAD   -  BENTONITE FLATS (1969)
 QV0372
 QV0372                         *CURRENT SURVEY CONTROL
 QV0372  ___________________________________________________________________
 QV0372* NAD 83(1993)-  45 30 55.61510(N)    107 52 54.37946(W)     ADJUSTED  
 QV0372* NAVD 88     -      1091.3    (meters)    3580.     (feet)  VERTCON   
 QV0372  ___________________________________________________________________
 QV0372  LAPLACE CORR-          -8.78  (seconds)                    DEFLEC99
 QV0372  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 QV0372
 QV0372  HORZ ORDER  -  FIRST
 QV0372
 QV0372.The horizontal coordinates were established by classical geodetic methods
 QV0372.and adjusted by the National Geodetic Survey in January 1997..
 QV0372
 QV0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0372
 QV0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0372
 QV0372.The geoid height was determined by GEOID03.
 QV0372
 QV0372;                    North         East     Units Scale Factor Converg.
 QV0372;SPC MT       -   141,947.352   726,399.801   MT  0.99972972   +1 11 01.5
 QV0372;SPC MT       -   465,706.54  2,383,201.45   iFT  0.99972972   +1 11 01.5
 QV0372;UTM  13      - 5,044,252.834   274,919.537   MT  1.00022291   -2 03 24.6
 QV0372
 QV0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0372!SPC MT       -   0.99983108  x   0.99972972  =   0.99956085
 QV0372!UTM  13      -   0.99983108  x   1.00022291  =   1.00005395
 QV0372
 QV0372|---------------------------------------------------------------------|
 QV0372| PID    Reference Object                     Distance      Geod. Az  |
 QV0372|                                                           dddmmss.s |
 QV0372| CQ5375 CUSTER RM 1                          19.058 METERS 04634     |
 QV0372| CQ5374 CUSTER AZ MK                                       1630536.9 |
 QV0372| QV0371 ATT MICROWAV 8 MI NW ST XAVIER      111.846 METERS 25838     |
 QV0372| QV0373 MIKE                                 22.540 METERS 31110     |
 QV0372|---------------------------------------------------------------------|
 QV0372
 QV0372                          SUPERSEDED SURVEY CONTROL
 QV0372
 QV0372  NAD 83(1992)-  45 30 55.61195(N)    107 52 54.37375(W) AD(       ) 1
 QV0372  NAD 83(1986)-  45 30 55.60893(N)    107 52 54.36535(W) AD(       ) 1
 QV0372  NAD 27      -  45 30 55.75540(N)    107 52 51.96410(W) AD(       ) 1
 QV0372  NGVD 29 (07/19/86) 1090.6    (m)         3578.     (f) VERT ANG       
 QV0372
 QV0372.Superseded values are not recommended for survey control.
 QV0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0372.See file dsdata.txt to determine how the superseded data were derived.
 QV0372
 QV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL7492044253(NAD 83)
 QV0372_MARKER: DS = TRIANGULATION STATION DISK
 QV0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0372
 QV0372  HISTORY     - Date     Condition        Report By
 QV0372  HISTORY     - 1957     MONUMENTED       CGS
 QV0372  HISTORY     - 1966     GOOD             CGS
 QV0372
 QV0372                          STATION DESCRIPTION
 QV0372
 QV0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0372'STATION IS IN THE CROW INDIAN RESERVATION, ABOUT 25 MILES WEST
 QV0372'SOUTHWEST OF CROW AGENCY, 7-1/4 MILES WEST AND 4 MILES NORTH
 QV0372'OF ST. XAVIER, 1-1/2 MILES NORTH OF BEAUVAIS CREEK, NEAR THE
 QV0372'WESTERN END OF A HIGH MESA THAT EXTENDS NORTHWEST AND SOUTHEAST
 QV0372'AND AT THE SITE OF HARDIN KOV 22 MICRO-WAVE RELAY TOWER.
 QV0372'
 QV0372'REACHED FROM THE RAILROAD DEPOT IN CROW AGENCY BY GOING NORTH
 QV0372'ON U.S. HIGHWAY 87 FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT,
 QV0372'TURN LEFT, CROSS A RAILROAD TRACK AND GO WEST ON A GRAVELED
 QV0372'ROAD FOR 8.75 MILES TO A T-INTERSECTION WITH A PAVED ROAD,
 QV0372'TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 1.25 MILE TO
 QV0372'A BRIDGE SPANNING THE BIG HORN RIVER, CONTINUE NORTHERLY FOR
 QV0372'0.25 MILE TO A SMALL BRIDGE, CONTINUE STRAIGHT AHEAD FOR 0.15
 QV0372'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND CONTINUE FOR
 QV0372'0.1 MILE TO A CATTLE GUARD, CROSS THE CATTLE GUARD AND
 QV0372'CONTINUE SOUTHERLY FOR 10.2 MILE TO A BRIDGE, CROSS THE
 QV0372'BRIDGE AND CONTINUE FOR 2.55 MILE TO A CATTLE GUARD,
 QV0372'CROSS THE CATTLE GUARD AND CONTINUE SOUTH AND WEST FOR
 QV0372'1.6 MILE TO A SIDE ROAD ON THE RIGHT AT A POINT WHERE THE
 QV0372'MAIN ROAD CURVES TO THE LEFT, TURN RIGHT, PASS THROUGH A GATE
 QV0372'AND FOLLOW A GRAVELED ROAD WEST FOR 4.10 MILE TO A GATE
 QV0372'PASS THROUGH THE GATE AND CONTINUE NORTHWESTERLY ON THE
 QV0372'GRAVELED ROAD FOR 2.25 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 QV0372'CONTINUE NORTHWESTERLY FOR 0.25 MILE TO THE MICRO-WAVE TOWER
 QV0372'ON THE LEFT AND THE STATION ON THE RIGHT.
 QV0372'
 QV0372'STATION MARKS ARE STANDARD DISKS, STAMPED CUSTER 1957.  THE
 QV0372'SURFACE MARK IS SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING
 QV0372'6 INCHES.  IT IS 333 FEET EAST OF THE NORTHEAST CORNER OF THE
 QV0372'BUILDING HOUSING THE POWER PLANT FOR THE MICRO-WAVE TOWER.
 QV0372'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 QV0372'30 INCHES BELOW THE GROUND SURFACE.  A 4 IN X 4 IN WHITE
 QV0372'WITNESS POST WAS SET 4 FEET SOUTHEAST OF THE MARK.
 QV0372'
 QV0372'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUSTER NO 1 1957,
 QV0372'SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 QV0372'IT IS 395 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING.
 QV0372'
 QV0372'MIKE (USGS) IS A STANDARD UNITED STATES GEOLOGICAL SURVEY BENCH
 QV0372'MARK DISK, STAMPED MIKE 1957, SET IN A 8-INCH SQUARE CONCRETE
 QV0372'POST PROJECTING 5 INCHES.  IT IS 332 FEET EAST OF THE NORTHEAST
 QV0372'CORNER OF THE BUILDING.
 QV0372'
 QV0372'AZIMUTH MARK IS A STANDARD DISK, STAMPED CUSTER 1957, SET
 QV0372'IN A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 QV0372'25 FEET NORTHEAST OF THE CENTER OF THE ROAD.  A 4 IN X 4 IN
 QV0372'WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 QV0372
 QV0372                          STATION RECOVERY (1966)
 QV0372
 QV0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 QV0372'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK 2 AND
 QV0372'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 QV0372'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 QV0372'
 QV0372'TO REACH THE STATION FROM THE DEPOT IN CROW AGENCY, GO NORTH
 QV0372'ON FRONTAGE ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 QV0372'CROSSING OVER THE RAILROAD TRACKS, AND GO WEST ON A GRAVEL
 QV0372'ROAD FOR 10.15 MILES TO A T-INTERSECTION WITH A PAVED ROAD.
 QV0372'TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 1.5 MILES TO
 QV0372'A BRIDGE SPANNING THE BIG HORN RIVER, CONTINUE NORTH ON THE
 QV0372'PAVED ROAD FOR 0.3 MILE TO A SMALL BRIDGE, CONTINUE NORTH FOR
 QV0372'0.25 MILE TO A SMALL BRIDGE AND A PAVED ROAD LEFT.  TURN
 QV0372'LEFT AND GO SOUTHWEST ON THE PAVED ROAD FOR 0.7 MILE TO A
 QV0372'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 QV0372'GRAVEL ROAD FOR 0.1 MILE TO A CATTLE GUARD, CROSS THE CATTLE
 QV0372'GUARD AND CONTINUE SOUTHERLY FOR 10.7 MILES TO A BRIDGE,
 QV0372'CROSS THE BRIDGE AND CONTINUE SOUTHERLY FOR 2.7 MILES TO
 QV0372'A CATTLE GUARD, CROSS THE CATTLE GUARD AND CONTINUE
 QV0372'SOUTH AND WEST FOR 1.7 MILES TO A SIDE ROAD RIGHT AND WHERE
 QV0372'THE MAIN ROAD CURVES TO THE LEFT.  TURN RIGHT, PASSING
 QV0372'THROUGH A GATE, AND GO WEST ON THE GRAVEL ROAD FOR 4.4 MILES
 QV0372'TO A GATE, CONTINUE WEST ON GRAVEL ROAD FOR 2.35 MILES AND THE
 QV0372'AZIMUTH MARK ON THE RIGHT, CONTINUE WESTERLY ON THE
 QV0372'GRAVEL ROAD FOR 0.25 MILE TO A MICRO-WAVE TOWER AND THE
 QV0372'STATION ABOUT 50 YARDS TO THE NORTHEAST.
 QV0372'
 QV0372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25.0 MILES
 QV0372'WEST OF CROW AGENCY, 1.5 MILES NORTH OF BEAUVAIS CREEK AND
 QV0372'ABOUT 50 YARDS NORTHEAST OF A MICRO-WAVE RELAY TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0600 ***********************************************************************
 RU0600  DESIGNATION -  CUSTER
 RU0600  PID         -  RU0600
 RU0600  STATE/COUNTY-  MT/YELLOWSTONE
 RU0600  USGS QUAD   -  CUSTER (1980)
 RU0600
 RU0600                         *CURRENT SURVEY CONTROL
 RU0600  ___________________________________________________________________
 RU0600* NAD 83(1992)-  46 11 26.43685(N)    107 34 44.34649(W)     ADJUSTED  
 RU0600* NAVD 88     -      1027.23   (meters)    3370.2    (feet)  LEVELING  
 RU0600  ___________________________________________________________________
 RU0600  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 RU0600  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 RU0600
 RU0600  HORZ ORDER  -  FIRST
 RU0600  VERT ORDER  -  THIRD ?
 RU0600
 RU0600.The horizontal coordinates were established by classical geodetic methods
 RU0600.and adjusted by the National Geodetic Survey in July 1992..
 RU0600
 RU0600.The orthometric height was determined by differential leveling.
 RU0600.The vertical network tie was performed by a horz. field party for horz.
 RU0600.obs reductions. Reset procedures were used to establish the elevation.
 RU0600
 RU0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0600
 RU0600.The geoid height was determined by GEOID03.
 RU0600
 RU0600;                    North         East     Units Scale Factor Converg.
 RU0600;SPC MT       -   217,479.743   748,206.360   MT  0.99949464   +1 24 18.8
 RU0600;SPC MT       -   713,516.22  2,454,745.28   iFT  0.99949464   +1 24 18.8
 RU0600;UTM  13      - 5,118,466.570   300,992.996   MT  1.00008687   -1 51 42.2
 RU0600
 RU0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0600!SPC MT       -   0.99984128  x   0.99949464  =   0.99933600
 RU0600!UTM  13      -   0.99984128  x   1.00008687  =   0.99992813
 RU0600
 RU0600:                Primary Azimuth Mark                     Grid Az
 RU0600:SPC MT       -  CUSTER AZ MK                             049 47 07.4
 RU0600:UTM  13      -  CUSTER AZ MK                             053 03 08.4
 RU0600
 RU0600|---------------------------------------------------------------------|
 RU0600| PID    Reference Object                     Distance      Geod. Az  |
 RU0600|                                                           dddmmss.s |
 RU0600| CQ5371 CUSTER AZ MK                                       0511126.2 |
 RU0600| RU0367 D 120                               APPROX. 4.4 KM 1565109.1 |
 RU0600| CQ5372 CUSTER RM 1                          23.055 METERS 25204     |
 RU0600| CQ5373 CUSTER RM 2                          22.685 METERS 34159     |
 RU0600|---------------------------------------------------------------------|
 RU0600
 RU0600                          SUPERSEDED SURVEY CONTROL
 RU0600
 RU0600  NAD 83(1986)-  46 11 26.43176(N)    107 34 44.32202(W) AD(       ) 1
 RU0600  NAD 27      -  46 11 26.48438(N)    107 34 42.04860(W) AD(       ) 1
 RU0600  NGVD 29 (07/19/86) 1026.57   (m)         3368.0    (f) LEVELING    3  
 RU0600
 RU0600.Superseded values are not recommended for survey control.
 RU0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0600.See file dsdata.txt to determine how the superseded data were derived.
 RU0600
 RU0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM0099318467(NAD 83)
 RU0600_MARKER: DS = TRIANGULATION STATION DISK
 RU0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0600
 RU0600  HISTORY     - Date     Condition        Report By
 RU0600  HISTORY     - 1934     MONUMENTED       CGS
 RU0600  HISTORY     - 1957     GOOD             USGS
 RU0600  HISTORY     - 1972     GOOD             NGS
 RU0600
 RU0600                          STATION DESCRIPTION
 RU0600
 RU0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0600'STATION IS ABOUT 4 MILES NORTH OF CUSTER AND THREE MILES NORTH
 RU0600'OF THE YELLOWSTONE RIVER.  IT IS LOCATED ON A TIMBERED RIDGE
 RU0600'THAT DROPS OFF ABRUPTLY TO THE SOUTH.  THE STATION IS ABOUT
 RU0600'100 YARDS WEST OF THE EXTREME NORTHEASTERN END OF THE RIDGE AND
 RU0600'IS 30 FEET NORTH OF THE BREAK IN THE SLOPE TO THE SOUTH.  MARKS
 RU0600'ARE DESCRIBED.
 RU0600'
 RU0600'REFERENCE MARK NO. 1, IS WEST OF THE STATION.
 RU0600'
 RU0600'REFERENCE MARK NO. 2, IS NORTH OF THE STATION.
 RU0600'
 RU0600'AZIMUTH MARK, IS ABOUT 0.65 MILE NORTHEAST OF THE
 RU0600'STATION AND IS 17 FEET NORTH OF THE CENTER OF THE ROAD AT A POINT
 RU0600'WHERE THE ROAD TURNS NORTH.
 RU0600'
 RU0600'THE STATION IS REACHED FROM CUSTER BY GOING ON OLD U.S. HIGHWAY
 RU0600'10 FOR 0.9 MILE TO THE BRIDGE OVER YELLOWSTONE RIVER.  CROSS
 RU0600'THE BRIDGE AND CONTINUE ON THE HIGHWAY 0.25 MILE, THEN LEAVE
 RU0600'THE HIGHWAY AND TAKE THE LEFT FORK ON A GRADED ROAD 0.25 MILE
 RU0600'TO ANOTHER FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE TO A DIP
 RU0600'IN THE ROAD.  CONTINUE ON THE ROAD 3.8 MILES TO A POINT WHERE
 RU0600'THE ROAD TURNS TO THE RIGHT OR EAST.  TURN OFF THE ROAD TO THE
 RU0600'LEFT ABOUT 50 YARDS AFTER CROSSING A DIP AND GO SOUTHWEST ON A
 RU0600'DIM TRAIL TOWARDS THE HIGH RIDGE TO THE SOUTHWEST 0.45 MILE
 RU0600'TO THE STATION ON THE EAST END OF THE RIDGE.
 RU0600'
 RU0600'A 4-FOOT STAND WAS ERECTED.
 RU0600
 RU0600                          STATION RECOVERY (1957)
 RU0600
 RU0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RU0600'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 RU0600'
 RU0600'STATION IS LOCATED ABOUT 4 MILES (AIRLINE) NORTH OF CUSTER ON
 RU0600'THE SE END OF A MOJOR TOP.
 RU0600'
 RU0600'TO REACH FROM CUSTER AT THE JUNCTION OF U.S. HIGHWAY 10 AND
 RU0600'MELSTONE ROAD, GO NORTH ON MELSTONE ROAD FOR 5.8 MILES TO TOP OF
 RU0600'RIDGE AND SHARP TURN AND Y-ROAD SE.  TAKE RIGHT FORK OFF MAIN
 RU0600'ROAD AND FOLLOW RIDGE ROAD FOR 1.1 MILES.  STATION IS ABOUT 60
 RU0600'FEET SE OF ROAD.
 RU0600
 RU0600                          STATION RECOVERY (1972)
 RU0600
 RU0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RU0600'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 RU0600'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 RU0600'REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY WITH THE 1934 DATA.
 RU0600'THE AZIMUTH MARK WAS LOOKED FOR BUT NOT RECOVERED.  BM D 120
 RU0600'1934 WAS USED FOR A AZIMUTH MARK AT THIS OCCUPATION.  A NEW
 RU0600'DESCRIPTION FOLLOWS.
 RU0600'
 RU0600'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF CUSTER, 3 MILES
 RU0600'NORTH OF YELLOWSTONE RIVER AND ON TOP OF A TIMBERED RIDGE.  THE
 RU0600'PROPERTY IS OWNED BY MR. R.C. BOTTS OF CUSTER, MONTANA.  PHONE
 RU0600'NUMBER 635-4167.
 RU0600'
 RU0600'TO REACH THE STATION FROM THE POST OFFICE IN CUSTER GO EAST
 RU0600'ON U.S. HIGHWAY 312 FOR 1 BLOCK TO A CROSSROAD.  TURN RIGHT ON
 RU0600'GRAVEL ROAD AND GO NORTH FOR 0.15 MILE TO RAILROAD CROSSING.
 RU0600'CONTINUE NORTH ON GRAVEL ROAD FOR 0.8 MILE TO THE YELLOWSTONE
 RU0600'RIVER.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.5 MILE TO ALLEN
 RU0600'CREEK ROAD ON THE RIGHT.  (CONTINUE NORTH ON GRAVEL ROAD FOR
 RU0600'0.65 MILE TO BM D 120 1934 ON THE LEFT.) TURN RIGHT AND GO
 RU0600'NORTHERLY ON ALLEN CREEK ROAD FOR 3.9 MILES TO A GATE ON THE
 RU0600'LEFT.  TURN LEFT, PASS THROUGH GATE AND GO WEST ON TRACK ROAD FOR
 RU0600'0.5 MILE TO A GATE.  PASS THROUGH GATE AND TURN SHARP LEFT
 RU0600'AND GO EAST ON TRACK ROAD, FOLLOWING ALONG SOUTH SIDE OF
 RU0600'FENCE FOR 0.1 MILE.  KEEP RIGHT, FOLLOWING TRACK ROAD
 RU0600'SOUTHERLY AND UPHILL FOR 0.2 MILE TO TOP OF EAST SIDE OF
 RU0600'RIDGE AND STATION.
 RU0600'
 RU0600'THE STATION MARK IS A STANDARD DISK STAMPED CUSTER 1934, CEMENTED
 RU0600'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RU0600'5 INCHES ABOVE THE GROUND.
 RU0600'
 RU0600'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CUSTER NO 1 1934,
 RU0600'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RU0600'PROJECTS 4 INCHES ABOVE THE GROUND.
 RU0600'
 RU0600'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CUSTER NO 2 1934,
 RU0600'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RU0600'PROJECTS 3 INCHES ABOVE THE GROUND.
 RU0600'
 RU0600'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 RU0600'STAMPED D 120 1934, CEMENTED IN THE TOP OF A 6-INCH SQUARE
 RU0600'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 RU0600'IS 142 FEET SOUTH OF THE GRAVEL ROAD AND 1.5 FEET EAST OF A
 RU0600'METAL WITNESS POST WITH SIGN ATTACHED.
 RU0600'
 RU0600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 RU0600'NORTH OF CUSTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0294 ***********************************************************************
 QU0294  DESIGNATION -  CUSTER
 QU0294  PID         -  QU0294
 QU0294  STATE/COUNTY-  MT/CARTER
 QU0294  USGS QUAD   -  CAMP NEEDMORE (1993)
 QU0294
 QU0294                         *CURRENT SURVEY CONTROL
 QU0294  ___________________________________________________________________
 QU0294* NAD 83(1996)-  45 52 00.60219(N)    104 27 13.72458(W)     ADJUSTED  
 QU0294* NAVD 88     -      1229.8    (meters)    4035.     (feet)  VERTCON   
 QU0294  ___________________________________________________________________
 QU0294  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 QU0294  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 QU0294
 QU0294  HORZ ORDER  -  FIRST
 QU0294
 QU0294.The horizontal coordinates were established by classical geodetic methods
 QU0294.and adjusted by the National Geodetic Survey in January 1998..
 QU0294
 QU0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0294
 QU0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0294
 QU0294.The geoid height was determined by GEOID03.
 QU0294
 QU0294;                    North         East     Units Scale Factor Converg.
 QU0294;SPC MT       -   192,295.426   991,399.659   MT  0.99959047   +3 41 28.7
 QU0294;SPC MT       -   630,890.51  3,252,623.55   iFT  0.99959047   +3 41 28.7
 QU0294;UTM  13      - 5,079,397.032   542,393.896   MT  0.99962209   +0 23 31.3
 QU0294
 QU0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0294!SPC MT       -   0.99980974  x   0.99959047  =   0.99940029
 QU0294!UTM  13      -   0.99980974  x   0.99962209  =   0.99943190
 QU0294
 QU0294|---------------------------------------------------------------------|
 QU0294| PID    Reference Object                     Distance      Geod. Az  |
 QU0294|                                                           dddmmss.s |
 QU0294| CQ8188 CUSTER RM 1                          22.314 METERS 05704     |
 QU0294| CQ8187 CUSTER AZ MK                                       1943017.0 |
 QU0294| CQ8189 CUSTER RM 2                          23.329 METERS 29427     |
 QU0294|---------------------------------------------------------------------|
 QU0294
 QU0294                          SUPERSEDED SURVEY CONTROL
 QU0294
 QU0294  NAD 83(1992)-  45 52 00.59931(N)    104 27 13.72657(W) AD(       ) 1
 QU0294  NAD 83(1986)-  45 52 00.58035(N)    104 27 13.70783(W) AD(       ) 1
 QU0294  NAD 27      -  45 52 00.58400(N)    104 27 11.89300(W) AD(       ) 1
 QU0294  NGVD 29 (07/19/86) 1229.2    (m)         4033.     (f) VERT ANG       
 QU0294
 QU0294.Superseded values are not recommended for survey control.
 QU0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0294.See file dsdata.txt to determine how the superseded data were derived.
 QU0294
 QU0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL4239479397(NAD 83)
 QU0294_MARKER: DS = TRIANGULATION STATION DISK
 QU0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0294
 QU0294  HISTORY     - Date     Condition        Report By
 QU0294  HISTORY     - 1949     MONUMENTED       CGS
 QU0294
 QU0294                          STATION DESCRIPTION
 QU0294
 QU0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0294'STATION IS LOCATED ON GOVERNMENT LAND, ON A FLAT TOP TIMBER
 QU0294'COVERED HILL, JUST NORTH OF THE FENCE THAT FORMS THE BOUNDARY
 QU0294'OF THE CUSTER NATIONAL FOREST, ABOUT 5 MILES SOUTHEAST OF
 QU0294'EKALAKA, 18 FEET NORTHEAST OF A 18-INCH PINE TREE, AND 17
 QU0294'FEET WEST OF A WITNESS POST.
 QU0294'
 QU0294'TO REACH FROM THE EKALAKA POST OFFICE, GO EAST ON THE STREET
 QU0294'JUST NORTH OF THE POST OFFICE FOR 4.1 MILES TO A FORK.  BEAR
 QU0294'RIGHT AND GO 1.55 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 QU0294'FOR 0.15 MILE TO A DIM FORK.  BEAR LEFT LEAVING MAIN ROAD
 QU0294'AND GO 0.15 MILE TO TOP OF HILL AND STATION.
 QU0294'
 QU0294'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12X 12-INCH
 QU0294'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 QU0294'STAMPED CUSTER 1949.
 QU0294'
 QU0294'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QU0294'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE
 QU0294'DISK IS STAMPED CUSTER NO 1 1949.
 QU0294'
 QU0294'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QU0294'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 QU0294'THE DISK IS STAMPED CUSTER NO 2 1949.
 QU0294'
 QU0294'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 QU0294'CONCRETE POST.  IT IS 10 FEET SOUTH OF A TRACK ROAD AND 4 FEET
 QU0294'EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 QU0294'DISK IS STAMPED CUSTER 1949.
 QU0294'
 QU0294'A 90-FOOT TOWER IS NEEDED TO SHOW LINES HANLEY AND FULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0902 ***********************************************************************
 TH0902  DESIGNATION -  CUT
 TH0902  PID         -  TH0902
 TH0902  STATE/COUNTY-  MT/SHERIDAN
 TH0902  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0902
 TH0902                         *CURRENT SURVEY CONTROL
 TH0902  ___________________________________________________________________
 TH0902* NAD 83(1992)-  48 59 26.32068(N)    104 13 14.33664(W)     ADJUSTED  
 TH0902* NAVD 88     -       721.     (meters)    2365.     (feet)  SCALED    
 TH0902  ___________________________________________________________________
 TH0902  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 TH0902  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 TH0902
 TH0902  HORZ ORDER  -  THIRD
 TH0902
 TH0902.The horizontal coordinates were established by classical geodetic methods
 TH0902.and adjusted by the National Geodetic Survey in July 1992..
 TH0902
 TH0902.The orthometric height was scaled from a topographic map.
 TH0902
 TH0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0902
 TH0902.The geoid height was determined by GEOID03.
 TH0902
 TH0902;                    North         East     Units Scale Factor Converg.
 TH0902;SPC MT       -   539,843.326   986,077.217   MT  0.99999426   +3 51 42.7
 TH0902;SPC MT       - 1,771,139.52  3,235,161.47   iFT  0.99999426   +3 51 42.7
 TH0902;UTM  13      - 5,426,708.403   557,014.128   MT  0.99963993   +0 35 17.2
 TH0902
 TH0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0902!SPC MT       -   0.99989002  x   0.99999426  =   0.99988428
 TH0902!UTM  13      -   0.99989002  x   0.99963993  =   0.99952999
 TH0902
 TH0902:                Primary Azimuth Mark                     Grid Az
 TH0902:SPC MT       -  ROUND                                    254 36 25.1
 TH0902:UTM  13      -  ROUND                                    257 52 50.6
 TH0902
 TH0902|---------------------------------------------------------------------|
 TH0902| PID    Reference Object                     Distance      Geod. Az  |
 TH0902|                                                           dddmmss.s |
 TH0902| TH0887 ROUND                               APPROX. 2.4 KM 2582807.8 |
 TH0902|---------------------------------------------------------------------|
 TH0902
 TH0902                          SUPERSEDED SURVEY CONTROL
 TH0902
 TH0902  NAD 83(1986)-  48 59 26.32057(N)    104 13 14.33719(W) AD(       ) 3
 TH0902  NAD 27      -  48 59 26.20500(N)    104 13 12.54000(W) AD(       ) 2
 TH0902
 TH0902.Superseded values are not recommended for survey control.
 TH0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0902.See file dsdata.txt to determine how the superseded data were derived.
 TH0902
 TH0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ5701426708(NAD 83)
 TH0902_MARKER: DD = SURVEY DISK
 TH0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0902+STABILITY: SURFACE MOTION
 TH0902
 TH0902  HISTORY     - Date     Condition        Report By
 TH0902  HISTORY     - 1911     MONUMENTED       IBC
 TH0902  HISTORY     - 1923     GOOD             GSC
 TH0902
 TH0902                          STATION DESCRIPTION
 TH0902
 TH0902'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0902'ABOUT TWO - THIRDS MILE SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 577,
 TH0902'IN THE WEST HALF OF SECTION 4, TOWNSHIP 37 N, RANGE 57 E, PRINCIPAL
 TH0902'MERIDIAN.  THE STATION IS ON THE HIGHEST AND MOST PROMUNENT HILL IN
 TH0902'THE VICINITY.
 TH0902'
 TH0902'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0902'SURVEY---SET IN CONCRETE.
 TH0902
 TH0902                          STATION RECOVERY (1923)
 TH0902
 TH0902'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1923
 TH0902'ABOUT TWO-THIRDS MILE SOUTH OF INTERNATIONAL BOUNDARY
 TH0902'MONUMENT 577, IN THE WEST HALF OF SEC. 4, T. 37 N., R. 57 E.,
 TH0902'PRINCIPAL MERIDIAN.  THE STATION IS ON THE HIGHEST AND MOST
 TH0902'PROMINENT HILL IN THE VICINITY.
 TH0902'
 TH0902'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED U.S. AND C.B.
 TH0902'SURVEY SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0789 ***********************************************************************
 TM0789  DESIGNATION -  CUT BANK
 TM0789  PID         -  TM0789
 TM0789  STATE/COUNTY-  MT/GLACIER
 TM0789  USGS QUAD   -  CUT BANK SE (1966)
 TM0789
 TM0789                         *CURRENT SURVEY CONTROL
 TM0789  ___________________________________________________________________
 TM0789* NAD 83(1992)-  48 37 15.67888(N)    112 18 59.01089(W)     ADJUSTED  
 TM0789* NAVD 88     -      1197.3    (meters)    3928.     (feet)  VERTCON   
 TM0789  ___________________________________________________________________
 TM0789  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 TM0789  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0789
 TM0789  HORZ ORDER  -  SECOND
 TM0789
 TM0789.The horizontal coordinates were established by classical geodetic methods
 TM0789.and adjusted by the National Geodetic Survey in July 1992..
 TM0789
 TM0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0789
 TM0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0789
 TM0789.The geoid height was determined by GEOID03.
 TM0789
 TM0789;                    North         East     Units Scale Factor Converg.
 TM0789;SPC MT       -   489,459.380   392,449.041   MT  0.99978938   -2 03 36.7
 TM0789;SPC MT       - 1,605,837.86  1,287,562.47   iFT  0.99978938   -2 03 36.7
 TM0789;UTM  12      - 5,386,164.269   402,988.458   MT  0.99971562   -0 59 16.2
 TM0789
 TM0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0789!SPC MT       -   0.99981471  x   0.99978938  =   0.99960413
 TM0789!UTM  12      -   0.99981471  x   0.99971562  =   0.99953038
 TM0789
 TM0789:                Primary Azimuth Mark                     Grid Az
 TM0789:SPC MT       -  MOUNTAIN STS TT CO MICROWAVE             003 29 37.3
 TM0789:UTM  12      -  MOUNTAIN STS TT CO MICROWAVE             002 25 16.8
 TM0789
 TM0789|---------------------------------------------------------------------|
 TM0789| PID    Reference Object                     Distance      Geod. Az  |
 TM0789|                                                           dddmmss.s |
 TM0789| TM0799 MOUNTAIN STS TT CO MICROWAVE        APPROX.19.0 KM 0012600.6 |
 TM0789| CN4209 CUT BANK RM 1                        15.159 METERS 01339     |
 TM0789| CN4208 CUT BANK AZ MK                                     1003924.9 |
 TM0789| CN4210 CUT BANK RM 2                        18.480 METERS 10116     |
 TM0789| TM0780 CUT BANK UNION OIL REFIN C STK      APPROX. 5.5 KM 1062106.3 |
 TM0789| TM0786 CUT BANK MTN STS TT MICROWAVE       APPROX. 4.4 KM 1295116.0 |
 TM0789| TM0787 RBN CUT BANK CTB                    APPROX. 7.7 KM 2022248.8 |
 TM0789| TM0790 CUT BANK MUN APT BCN                APPROX. 3.9 KM 2462010.2 |
 TM0789|---------------------------------------------------------------------|
 TM0789
 TM0789                          SUPERSEDED SURVEY CONTROL
 TM0789
 TM0789  NAD 83(1986)-  48 37 15.68454(N)    112 18 59.00206(W) AD(       ) 2
 TM0789  NAD 27      -  48 37 15.74403(N)    112 18 55.82479(W) AD(       ) 2
 TM0789  NGVD 29 (07/19/86) 1196.2    (m)         3925.     (f) VERT ANG       
 TM0789
 TM0789.Superseded values are not recommended for survey control.
 TM0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0789.See file dsdata.txt to determine how the superseded data were derived.
 TM0789
 TM0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU0298886164(NAD 83)
 TM0789_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0789
 TM0789  HISTORY     - Date     Condition        Report By
 TM0789  HISTORY     - 1964     MONUMENTED       CGS
 TM0789
 TM0789                          STATION DESCRIPTION
 TM0789
 TM0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0789'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE CENTER
 TM0789'OF CUT BANK, 0.1 MILE SOUTH OF A GROUP OF OIL STORAGE TANKS,
 TM0789'ON THE HIGHEST POINT IN THE VICINITY.
 TM0789'
 TM0789'TO REACH THE STATION FROM THE GLACIER COUNTY COURTHOUSE IN CUT
 TM0789'BANK GO EAST ON U.S. HIGHWAY 2 FOR 0.85 MILE TO A SIDE ROAD ON THE
 TM0789'RIGHT JUST AFTER PASSING THE TEXAS OIL COMPANY.  TURN RIGHT AND
 TM0789'GO 0.05 MILE TO A FORK, TAKE THE LEFT FORK AND GO SOUTHERLY
 TM0789'FOR 0.15 MILE TO A WIRE GATE IN A SOUTHEAST FENCE CORNER,
 TM0789'JUST BEFORE A U-TURN IN THE ROAD.  PASS THROUGH THE GATE AND
 TM0789'FOLLOW A TRACK ROAD SOUTHWESTERLY FOR 0.1 MILE TO A POINT
 TM0789'WHERE THE ROAD TURNS SOUTH BETWEEN TWO FENCE LINES.  CONTINUE
 TM0789'SOUTH ON THE ROAD BETWEEN THE FENCES FOR 0.1 MILE TO A FORK,
 TM0789'TAKE THE RIGHT FORK AND GO WEST FOR 0.1 MILE, THENCE LEAVE
 TM0789'THE TRACK ROAD AND GO SOUTH FOR 0.05 MILE TO THE STATION.
 TM0789'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE SIDE ROAD RIGHT
 TM0789'AND U.S. HIGHWAY 2 JUST AFTER PASSING THE TEXAS OIL COMPANY,
 TM0789'GO EAST ON U.S. HIGHWAY 2 FOR 0.75 MILE TO A SIDE ROAD
 TM0789'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.2 MILE TO A
 TM0789'DRIVE-IN THEATER SCREEN ON THE LEFT AND THE MARK.
 TM0789'
 TM0789'THE STATION MARK IS A STANDARD DISK, STAMPED CUT BANK 1964,
 TM0789'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 TM0789'PROJECTS 5 INCHES.  IT IS 5.5 FEET NORTHEAST OF A WITNESS POST.
 TM0789'
 TM0789'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUT BANK NO 1 1964,
 TM0789'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TM0789'3 INCHES AND IS ABOUT LEVEL WITH THE STATION.
 TM0789'
 TM0789'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUT BANK NO 2 1964,
 TM0789'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT IS
 TM0789'FLUSH WITH THE GROUND AND AT ABOUT THE SAME ELEVATION AS THE
 TM0789'STATION.
 TM0789'
 TM0789'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUT BANK 1964,
 TM0789'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CONCRETE BASE OF A
 TM0789'DRIVE-IN THEATER SCREEN.  THE CONCRETE BASE IS 5-1/2 FEET
 TM0789'SQUARE AND PROJECTS 1 FOOT.  THE MARK IS 3.4 FEET SOUTHWEST OF
 TM0789'A WITNESS POST AND 1.4 FEET NORTH OF THE NORTHWEST MOST LEG OF
 TM0789'THE SCREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1157 ***********************************************************************
 SR1157  DESIGNATION -  CUT BANK
 SR1157  PID         -  SR1157
 SR1157  STATE/COUNTY-  MT/CHOUTEAU
 SR1157  USGS QUAD   -  LAST CHANCE BENCH (1953)
 SR1157
 SR1157                         *CURRENT SURVEY CONTROL
 SR1157  ___________________________________________________________________
 SR1157* NAD 83(1992)-  47 42 55.08458(N)    109 58 51.58878(W)     ADJUSTED  
 SR1157* NAVD 88     -      1002.6    (meters)    3289.     (feet)  VERTCON   
 SR1157  ___________________________________________________________________
 SR1157  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 SR1157  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 SR1157
 SR1157  HORZ ORDER  -  FIRST
 SR1157
 SR1157.The horizontal coordinates were established by classical geodetic methods
 SR1157.and adjusted by the National Geodetic Survey in July 1992..
 SR1157
 SR1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1157
 SR1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1157
 SR1157.The geoid height was determined by GEOID03.
 SR1157
 SR1157;                    North         East     Units Scale Factor Converg.
 SR1157;SPC MT       -   385,167.458   563,927.826   MT  0.99946790   -0 21 06.7
 SR1157;SPC MT       - 1,263,672.76  1,850,156.91   iFT  0.99946790   -0 21 06.7
 SR1157;UTM  12      - 5,285,160.771   576,429.947   MT  0.99967178   +0 45 14.1
 SR1157
 SR1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1157!SPC MT       -   0.99984515  x   0.99946790  =   0.99931314
 SR1157!UTM  12      -   0.99984515  x   0.99967178  =   0.99951699
 SR1157
 SR1157:                Primary Azimuth Mark                     Grid Az
 SR1157:SPC MT       -  CUT BANK AZ MK                           000 46 18.7
 SR1157:UTM  12      -  CUT BANK AZ MK                           359 39 57.9
 SR1157
 SR1157|---------------------------------------------------------------------|
 SR1157| PID    Reference Object                     Distance      Geod. Az  |
 SR1157|                                                           dddmmss.s |
 SR1157| CQ5376 CUT BANK AZ MK                                     0002512.0 |
 SR1157| CQ5377 CUT BANK RM 1                        19.656 METERS 09435     |
 SR1157| CQ5378 CUT BANK RM 2                        14.298 METERS 35930     |
 SR1157|---------------------------------------------------------------------|
 SR1157
 SR1157                          SUPERSEDED SURVEY CONTROL
 SR1157
 SR1157  NAD 83(1986)-  47 42 55.08206(N)    109 58 51.56935(W) AD(       ) 1
 SR1157  NAD 27      -  47 42 55.15200(N)    109 58 48.86900(W) AD(       ) 1
 SR1157  NGVD 29 (07/19/86) 1001.8    (m)         3287.     (f) VERT ANG       
 SR1157
 SR1157.Superseded values are not recommended for survey control.
 SR1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1157.See file dsdata.txt to determine how the superseded data were derived.
 SR1157
 SR1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT7643085161(NAD 83)
 SR1157_MARKER: DS = TRIANGULATION STATION DISK
 SR1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1157
 SR1157  HISTORY     - Date     Condition        Report By
 SR1157  HISTORY     - 1949     MONUMENTED       CGS
 SR1157  HISTORY     - 1961     GOOD             CGS
 SR1157
 SR1157                          STATION DESCRIPTION
 SR1157
 SR1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1157'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH AND 13 MILES
 SR1157'EAST OF GERALDINE, ABOUT 300 METERS EAST OF OLD FARM BUILDINGS,
 SR1157'30 FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD,
 SR1157'1 FOOT EAST OF A FENCE LINE AND ON LAND OWNED BY EARL DUVALL.
 SR1157'
 SR1157'TO REACH THE STATION FROM THE FORT BENTON POST OFFICE, GO
 SR1157'EAST ACROSS THE MISSOURI RIVER BRIDGE AND CONTINUE EAST ON
 SR1157'MAIN GRAVELED ROAD FOR 7.8 MILES TO A SIDE ROAD LEFT, KEEP
 SR1157'THE LEFT ROAD AND GO EAST FOR 12.85 MILES TO A CROSSROAD, TURN
 SR1157'RIGHT AND GO SOUTH FOR 2 MILES TO A CROSSROAD, TURN LEFT AND
 SR1157'GO EAST FOR 6 MILES TO A T ROAD INTERSECTION, TURN RIGHT AND
 SR1157'GO SOUTH FOR 2.15 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 SR1157'EAST FOR 6.4 MILES TO WHERE THE MAIN ROAD GOES SOUTH, TURN
 SR1157'SOUTH AND GO 0.5 MILE, THENCE EAST ON MAIN TRAVELED ROAD FOR
 SR1157'0.6 MILE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 SR1157'CONTINUE SOUTH ON MAIN TRAVELED ROAD FOR 0.35 MILE TO THE
 SR1157'STATION ON THE RIGHT.
 SR1157'
 SR1157'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 SR1157'CUT BANK 1949.
 SR1157'
 SR1157'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE APPROXIMATE CENTER
 SR1157'OF A GRADED DIRT ROAD.  IT PROJECTS 5 INCHES, AND THE DISK
 SR1157'IS STAMPED CUT BANK NO 1 1949.
 SR1157'
 SR1157'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE APPROXIMATE CENTER
 SR1157'OF A GRADED DIRT ROAD AND 1 FOOT EAST OF A FENCE LINE.  IT
 SR1157'PROJECTS 5 INCHES, AND THE DISK IS STAMPED CUT BANK NO 2 1949.
 SR1157'
 SR1157'THE AZIMUTH MARK IS 0.35 MILE FROM THE STATION, 100 FEET SOUTH
 SR1157'OF WHERE THE MAIN ROAD TURNS SOUTH, 13 FEET EAST OF THE APPROXIMATE
 SR1157'CENTER OF A GRADED DIRT ROAD, 3 FEET SOUTHEAST OF A WITNESS
 SR1157'POST AND 1 FOOT WEST OF A FENCE LINE.  IT PROJECTS 3 INCHES,
 SR1157'AND THE DISK IS STAMPED CUT BANK 1949.
 SR1157'
 SR1157'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 SR1157'POSTS.
 SR1157'
 SR1157'A 10 FOOT WOODEN STAND AT CUT BANK WILL SEE A 15-FOOT STAND
 SR1157'AT CROW COULEE, 10 FOOT STAND AT HOPP AND 4-FOOT STANDS AT
 SR1157'DOME, CENTER AND ARROW (MO.R.C).
 SR1157
 SR1157                          STATION RECOVERY (1961)
 SR1157
 SR1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1157'THE 1949 DESCRIPTION IS ADEQUATE.
 SR1157'
 SR1157'THE STATION, AZIMUTH AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 SR1157'AND FOUND IN GOOD CONDITION.
 SR1157'
 SR1157'A DIFFERENCE WAS FOUND IN THE ANGLE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0788 ***********************************************************************
 TM0788  DESIGNATION -  CUT BANK CO SHERIFFS RADIO MST
 TM0788  PID         -  TM0788
 TM0788  STATE/COUNTY-  MT/GLACIER
 TM0788  USGS QUAD   -  CUT BANK SE (1966)
 TM0788
 TM0788                         *CURRENT SURVEY CONTROL
 TM0788  ___________________________________________________________________
 TM0788* NAD 83(1992)-  48 37 17.69179(N)    112 19 14.27614(W)     ADJUSTED  
 TM0788* NAVD 88     -                                                        
 TM0788  ___________________________________________________________________
 TM0788  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 TM0788  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0788
 TM0788  HORZ ORDER  -  THIRD
 TM0788
 TM0788.The horizontal coordinates were established by classical geodetic methods
 TM0788.and adjusted by the National Geodetic Survey in July 1992..
 TM0788
 TM0788
 TM0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0788
 TM0788.The geoid height was determined by GEOID03.
 TM0788
 TM0788;                    North         East     Units Scale Factor Converg.
 TM0788;SPC MT       -   489,532.749   392,138.926   MT  0.99978966   -2 03 47.9
 TM0788;SPC MT       - 1,606,078.57  1,286,545.03   iFT  0.99978966   -2 03 47.9
 TM0788;UTM  12      - 5,386,231.817   402,677.048   MT  0.99971637   -0 59 27.7
 TM0788
 TM0788                          SUPERSEDED SURVEY CONTROL
 TM0788
 TM0788  NAD 83(1986)-  48 37 17.69748(N)    112 19 14.26776(W) AD(       ) 4
 TM0788  NAD 27      -  48 37 17.75729(N)    112 19 11.09127(W) AD(       ) 3
 TM0788
 TM0788.Superseded values are not recommended for survey control.
 TM0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0788.See file dsdata.txt to determine how the superseded data were derived.
 TM0788
 TM0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU0267786232(NAD 83)
 TM0788
 TM0788  HISTORY     - Date     Condition        Report By
 TM0788  HISTORY     - 1964     MONUMENTED       CGS
 TM0788
 TM0788                          STATION DESCRIPTION
 TM0788
 TM0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0788'THE STATION IS THE CENTER OF AN ANTENNA MOUNTED ON A WOODEN
 TM0788'POLE.  THE OVERALL HEIGHT BEING 63 FEET.  IT IS LOCATED ABOUT
 TM0788'1 MILE SOUTH OF CUT BANK, NEAR THE WEST EDGE OF FARM TANK HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0786 ***********************************************************************
 TM0786  DESIGNATION -  CUT BANK MTN STS TT MICROWAVE
 TM0786  PID         -  TM0786
 TM0786  STATE/COUNTY-  MT/GLACIER
 TM0786  USGS QUAD   -  CUT BANK SE (1966)
 TM0786
 TM0786                         *CURRENT SURVEY CONTROL
 TM0786  ___________________________________________________________________
 TM0786* NAD 83(1992)-  48 35 44.03323(N)    112 16 13.56289(W)     ADJUSTED  
 TM0786* NAVD 88     -                                                        
 TM0786  ___________________________________________________________________
 TM0786  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 TM0786  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 TM0786
 TM0786  HORZ ORDER  -  THIRD
 TM0786
 TM0786.The horizontal coordinates were established by classical geodetic methods
 TM0786.and adjusted by the National Geodetic Survey in July 1992..
 TM0786
 TM0786
 TM0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0786
 TM0786.The geoid height was determined by GEOID03.
 TM0786
 TM0786;                    North         East     Units Scale Factor Converg.
 TM0786;SPC MT       -   486,510.090   395,734.338   MT  0.99977686   -2 01 35.7
 TM0786;SPC MT       - 1,596,161.71  1,298,341.00   iFT  0.99977686   -2 01 35.7
 TM0786;UTM  12      - 5,383,277.224   406,328.169   MT  0.99970780   -0 57 10.7
 TM0786
 TM0786                          SUPERSEDED SURVEY CONTROL
 TM0786
 TM0786  NAD 83(1986)-  48 35 44.03955(N)    112 16 13.55598(W) AD(       ) 4
 TM0786  NAD 27      -  48 35 44.09709(N)    112 16 10.38653(W) AD(       ) 3
 TM0786
 TM0786.Superseded values are not recommended for survey control.
 TM0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0786.See file dsdata.txt to determine how the superseded data were derived.
 TM0786
 TM0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU0632883277(NAD 83)
 TM0786
 TM0786  HISTORY     - Date     Condition        Report By
 TM0786  HISTORY     - 1964     MONUMENTED       CGS
 TM0786
 TM0786                          STATION DESCRIPTION
 TM0786
 TM0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0786'THE STATION IS THE CENTER OF THE TOP OF A 50 FOOT HIGH STEEL
 TM0786'MAST, LOCATED ABOUT 3 MILES SOUTHEAST OF CUT BANK, 0.25 MILE
 TM0786'EAST OF A NORTH-SOUTH GRAVELED ROAD AND 1.0 MILE SOUTH OF U.S.
 TM0786'HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0791 ***********************************************************************
 TM0791  DESIGNATION -  CUT BANK MUN AIRPORT TANK
 TM0791  PID         -  TM0791
 TM0791  STATE/COUNTY-  MT/GLACIER
 TM0791  USGS QUAD   -  CUT BANK SE (1966)
 TM0791
 TM0791                         *CURRENT SURVEY CONTROL
 TM0791  ___________________________________________________________________
 TM0791* NAD 83(1992)-  48 36 27.44349(N)    112 21 47.46542(W)     ADJUSTED  
 TM0791* NAVD 88     -                                                        
 TM0791  ___________________________________________________________________
 TM0791  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TM0791  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TM0791
 TM0791  HORZ ORDER  -  THIRD
 TM0791
 TM0791.This mark is at Cut Bank Municipal Airport (CTB)
 TM0791
 TM0791.The horizontal coordinates were established by classical geodetic methods
 TM0791.and adjusted by the National Geodetic Survey in July 1992..
 TM0791
 TM0791
 TM0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0791
 TM0791.The geoid height was determined by GEOID03.
 TM0791
 TM0791;                    North         East     Units Scale Factor Converg.
 TM0791;SPC MT       -   488,095.749   388,947.769   MT  0.99978277   -2 05 40.0
 TM0791;SPC MT       - 1,601,364.01  1,276,075.36   iFT  0.99978277   -2 05 40.0
 TM0791;UTM  12      - 5,384,735.465   399,513.542   MT  0.99972406   -1 01 21.9
 TM0791
 TM0791                          SUPERSEDED SURVEY CONTROL
 TM0791
 TM0791  NAD 83(1986)-  48 36 27.44954(N)    112 21 47.45601(W) AD(       ) 4
 TM0791  NAD 27      -  48 36 27.51098(N)    112 21 44.27268(W) AD(       ) 3
 TM0791
 TM0791.Superseded values are not recommended for survey control.
 TM0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0791.See file dsdata.txt to determine how the superseded data were derived.
 TM0791
 TM0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9951484735(NAD 83)
 TM0791
 TM0791  HISTORY     - Date     Condition        Report By
 TM0791  HISTORY     - 1964     MONUMENTED       CGS
 TM0791
 TM0791                          STATION DESCRIPTION
 TM0791
 TM0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0791'STATION IS LOCATED AT THE CUT BANK MUNICIPAL AIRPORT.  THE TANK
 TM0791'IS 108 FEET IN HEIGHT, PAINTED CHECKERED RED AND WHITE AND
 TM0791'SUPPORTED BY FOUR STRUCTURAL, STEEL LEGS.  A TRAVERSE CONNECTION
 TM0791'WAS MADE TO TRIANGULATION STATION CUTAIR, DISTANCE BEING 48.07
 TM0791'FEET OR 14.651 METERS SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0790 ***********************************************************************
 TM0790  DESIGNATION -  CUT BANK MUN APT BCN
 TM0790  PID         -  TM0790
 TM0790  STATE/COUNTY-  MT/GLACIER
 TM0790  USGS QUAD   -  CUT BANK SE (1966)
 TM0790
 TM0790                         *CURRENT SURVEY CONTROL
 TM0790  ___________________________________________________________________
 TM0790* NAD 83(1992)-  48 36 24.55756(N)    112 21 54.79174(W)     ADJUSTED  
 TM0790* NAVD 88     -                                                        
 TM0790  ___________________________________________________________________
 TM0790  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 TM0790  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TM0790
 TM0790  HORZ ORDER  -  THIRD
 TM0790
 TM0790.This mark is at Cut Bank Municipal Airport (CTB)
 TM0790
 TM0790.The horizontal coordinates were established by classical geodetic methods
 TM0790.and adjusted by the National Geodetic Survey in July 1992..
 TM0790
 TM0790
 TM0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0790
 TM0790.The geoid height was determined by GEOID03.
 TM0790
 TM0790;                    North         East     Units Scale Factor Converg.
 TM0790;SPC MT       -   488,012.169   388,794.565   MT  0.99978237   -2 05 45.3
 TM0790;SPC MT       - 1,601,089.79  1,275,572.72   iFT  0.99978237   -2 05 45.3
 TM0790;UTM  12      - 5,384,649.039   399,361.937   MT  0.99972443   -1 01 27.3
 TM0790
 TM0790                          SUPERSEDED SURVEY CONTROL
 TM0790
 TM0790  NAD 83(1986)-  48 36 24.56354(N)    112 21 54.78333(W) AD(       ) 4
 TM0790  NAD 27      -  48 36 24.62567(N)    112 21 51.59577(W) AD(       ) 3
 TM0790
 TM0790.Superseded values are not recommended for survey control.
 TM0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0790.See file dsdata.txt to determine how the superseded data were derived.
 TM0790
 TM0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9936284649(NAD 83)
 TM0790
 TM0790  HISTORY     - Date     Condition        Report By
 TM0790  HISTORY     - 1963     MONUMENTED       CGS
 TM0790  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TM0790
 TM0790                          STATION DESCRIPTION
 TM0790
 TM0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0790'THE STATION IS THE ROTATING BEACON AT THE CUTBANK INTERNATIONAL
 TM0790'AIRPORT LOCATED ABOUT 4 MILES SOUTHWEST OF CUTBANK.  THE STRUCTURE
 TM0790'IS MADE OF STEEL AND CONCRETE AND IS PARTIALY SUPPORTED BY THE
 TM0790'SOUTHWEST CORNER OF THE MAIN HANGER.  IT IS 0.1 MILE NORTHEAST OF
 TM0790'THE ADMINISTRATION BUILDING AND ABOUT 75 FEET HIGH.
 TM0790
 TM0790                          STATION RECOVERY (1964)
 TM0790
 TM0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0790'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  HOWEVER,
 TM0790'IN 1963 IT WAS DESIGNATED AS CUT BANK INTERNATIONAL AIRPORT.
 TM0790'IT IS NOW DESIGNATED AS ABOVE.  THE BEACON IS ABOUT 50 FEET IN
 TM0790'HEIGHT AND IS MOUNTED ON A STEEL STRUCTURE AT THE SOUTHEAST
 TM0790'CORNER OF THE OIN AVIATION HANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0780 ***********************************************************************
 TM0780  DESIGNATION -  CUT BANK UNION OIL REFIN C STK
 TM0780  PID         -  TM0780
 TM0780  STATE/COUNTY-  MT/GLACIER
 TM0780  USGS QUAD   -  BORU SPRING (1966)
 TM0780
 TM0780                         *CURRENT SURVEY CONTROL
 TM0780  ___________________________________________________________________
 TM0780* NAD 83(1992)-  48 36 25.83198(N)    112 14 43.23113(W)     ADJUSTED  
 TM0780* NAVD 88     -                                                        
 TM0780  ___________________________________________________________________
 TM0780  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 TM0780  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 TM0780
 TM0780  HORZ ORDER  -  THIRD
 TM0780
 TM0780.The horizontal coordinates were established by classical geodetic methods
 TM0780.and adjusted by the National Geodetic Survey in July 1992..
 TM0780
 TM0780
 TM0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0780
 TM0780.The geoid height was determined by GEOID03.
 TM0780
 TM0780;                    North         East     Units Scale Factor Converg.
 TM0780;SPC MT       -   487,735.012   397,628.871   MT  0.99978254   -2 00 29.6
 TM0780;SPC MT       - 1,600,180.49  1,304,556.66   iFT  0.99978254   -2 00 29.6
 TM0780;UTM  12      - 5,384,537.340   408,199.277   MT  0.99970354   -0 56 03.5
 TM0780
 TM0780                          SUPERSEDED SURVEY CONTROL
 TM0780
 TM0780  NAD 83(1986)-  48 36 25.83737(N)    112 14 43.22220(W) AD(       ) 4
 TM0780  NAD 27      -  48 36 25.89474(N)    112 14 40.05902(W) AD(       ) 3
 TM0780
 TM0780.Superseded values are not recommended for survey control.
 TM0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0780.See file dsdata.txt to determine how the superseded data were derived.
 TM0780
 TM0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU0819984537(NAD 83)
 TM0780
 TM0780  HISTORY     - Date     Condition        Report By
 TM0780  HISTORY     - 1964     MONUMENTED       CGS
 TM0780
 TM0780                          STATION DESCRIPTION
 TM0780
 TM0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0780'THE STATION IS THE TOP OF THE CENTER ONE OF THREE IDENTICAL,
 TM0780'80 FOOT HIGH METAL STACKS, LOCATED 4-1/2 MILES EAST OF CUT BANK
 TM0780'AND 0.1 MILE NORTH OF U.S. HIGHWAY 2.  THE STACKS ARE ON THE
 TM0780'NORTH SIDE OF A LARGE UNION OIL CO. REFINERY PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0953 ***********************************************************************
 RX0953  DESIGNATION -  CUT OFF
 RX0953  PID         -  RX0953
 RX0953  STATE/COUNTY-  MT/POWELL
 RX0953  USGS QUAD   -  LUKE MOUNTAIN (1989)
 RX0953
 RX0953                         *CURRENT SURVEY CONTROL
 RX0953  ___________________________________________________________________
 RX0953* NAD 83(1992)-  46 30 29.20209(N)    112 43 47.00522(W)     ADJUSTED  
 RX0953* NAVD 88     -      1479.5    (meters)    4854.     (feet)  VERTCON   
 RX0953  ___________________________________________________________________
 RX0953  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 RX0953  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 RX0953
 RX0953  HORZ ORDER  -  SECOND
 RX0953
 RX0953.The horizontal coordinates were established by classical geodetic methods
 RX0953.and adjusted by the National Geodetic Survey in July 1992..
 RX0953
 RX0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0953
 RX0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0953
 RX0953.The geoid height was determined by GEOID03.
 RX0953
 RX0953;                    North         East     Units Scale Factor Converg.
 RX0953;SPC MT       -   256,035.689   352,326.119   MT  0.99943114   -2 21 45.2
 RX0953;SPC MT       -   840,012.10  1,155,925.59   iFT  0.99943114   -2 21 45.2
 RX0953;UTM  12      - 5,151,958.135   367,295.809   MT  0.99981647   -1 15 18.2
 RX0953
 RX0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0953!SPC MT       -   0.99977018  x   0.99943114  =   0.99920145
 RX0953!UTM  12      -   0.99977018  x   0.99981647  =   0.99958669
 RX0953
 RX0953:                Primary Azimuth Mark                     Grid Az
 RX0953:SPC MT       -  CUT OFF AZ MK                            145 39 41.5
 RX0953:UTM  12      -  CUT OFF AZ MK                            144 33 14.5
 RX0953
 RX0953|---------------------------------------------------------------------|
 RX0953| PID    Reference Object                     Distance      Geod. Az  |
 RX0953|                                                           dddmmss.s |
 RX0953| CN3375 CUT OFF AZ MK                                      1431756.3 |
 RX0953| CN3376 CUT OFF RM 1                          5.308 METERS 17327     |
 RX0953| CN3377 CUT OFF RM 2                          8.689 METERS 24617     |
 RX0953|---------------------------------------------------------------------|
 RX0953
 RX0953                          SUPERSEDED SURVEY CONTROL
 RX0953
 RX0953  NAD 83(1986)-  46 30 29.20514(N)    112 43 47.00198(W) AD(       ) 2
 RX0953  NAD 27      -  46 30 29.46200(N)    112 43 43.86100(W) AD(       ) 2
 RX0953  NGVD 29 (07/19/86) 1478.3    (m)         4850.     (f) VERT ANG       
 RX0953
 RX0953.Superseded values are not recommended for survey control.
 RX0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0953.See file dsdata.txt to determine how the superseded data were derived.
 RX0953
 RX0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6729651958(NAD 83)
 RX0953_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RX0953_SETTING: 66 = SET IN ROCK OUTCROP
 RX0953
 RX0953  HISTORY     - Date     Condition        Report By
 RX0953  HISTORY     - 1956     MONUMENTED       CGS
 RX0953  HISTORY     - 1967     SEE DESCRIPTION  USGS
 RX0953
 RX0953                          STATION DESCRIPTION
 RX0953
 RX0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0953'THE STATION IS LOCATED 8 MILES NORTH OF DEER LODGE AND ABOUT
 RX0953'8 MILES SOUTHWEST OF AVON.
 RX0953'
 RX0953'TO REACH THE STATION FROM THE POST OFFICE IN DEER LODGE, GO
 RX0953'NORTH ON U.S. HIGHWAY 10 S FOR 6.3 MILES TO A FORK, TAKE RIGHT
 RX0953'ROAD AND GO NORTHEAST ON GRAVEL ROAD FOR 1.2 MILE TO A WIRE
 RX0953'GATE ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND CONTINUE
 RX0953'ON TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT,
 RX0953'CONTINUE ON TRACK ROAD FOR 0.05 MILE TO A GATE, PASS THROUGH
 RX0953'GATE AND CONTINUE 0.2 MILE TO THE TOP OF HILL AND STATION.
 RX0953'
 RX0953'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RX0953'CUT OFF 1956.
 RX0953'
 RX0953'REFERENCE MARK 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RX0953'CUT OFF NO 1 1956.
 RX0953'
 RX0953'REFERENCE MARK 2 PROJECTS 8 INCHES, AND THE DISK IS STAMPED CUT
 RX0953'OFF NO 2 1956.
 RX0953'
 RX0953'THE AZIMUTH MARK IS 6 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS
 RX0953'POST.  THE MARK PROJECTS FLUSH, AND THE DISK IS STAMPED
 RX0953'CUT OFF 1956.
 RX0953
 RX0953                          STATION RECOVERY (1967)
 RX0953
 RX0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (GRS)
 RX0953'TO REACH THE STATION FROM THE POST OFFICE IN DEER LODGE, GO
 RX0953'NORTH ON U.S. HIGHWAY 10 FOR 6.6 MILES TO A Y-JUNCTION WITH A
 RX0953'GRAVEL ROAD NE AT A ROADSIDE PARK ON THE RIGHT.  BEAR RIGHT
 RX0953'(NE) AND FOLLOW THE GRAVEL ROAD NORTH FOR 1.5 MILES TO A WIRE
 RX0953'GATE IN A NORTH-SOUTH FENCE LINE WEST OF THE ROAD.  GO
 RX0953'THROUGH THE GATE AND GO 0.2 MILE NORTHWEST TO THE TOP OF THE
 RX0953'HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0359 ***********************************************************************
 SP0359  DESIGNATION -  CUT OFF
 SP0359  PID         -  SP0359
 SP0359  STATE/COUNTY-  MT/RICHLAND
 SP0359  USGS QUAD   -  FAIRVIEW NW (1972)
 SP0359
 SP0359                         *CURRENT SURVEY CONTROL
 SP0359  ___________________________________________________________________
 SP0359* NAD 83(1996)-  47 59 49.93572(N)    104 09 58.60995(W)     ADJUSTED  
 SP0359* NAVD 88     -       709.8    (meters)    2329.     (feet)  VERTCON   
 SP0359  ___________________________________________________________________
 SP0359  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 SP0359  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 SP0359
 SP0359  HORZ ORDER  -  FIRST
 SP0359
 SP0359.The horizontal coordinates were established by classical geodetic methods
 SP0359.and adjusted by the National Geodetic Survey in January 1998..
 SP0359
 SP0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0359
 SP0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0359
 SP0359.The geoid height was determined by GEOID03.
 SP0359
 SP0359;                    North         East     Units Scale Factor Converg.
 SP0359;SPC MT       -   429,926.713   997,561.945   MT  0.99954067   +3 54 05.9
 SP0359;SPC MT       - 1,410,520.71  3,272,841.03   iFT  0.99954067   +3 54 05.9
 SP0359;UTM  13      - 5,316,325.773   562,194.856   MT  0.99964753   +0 37 10.4
 SP0359
 SP0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0359!SPC MT       -   0.99989156  x   0.99954067  =   0.99943228
 SP0359!UTM  13      -   0.99989156  x   0.99964753  =   0.99953913
 SP0359
 SP0359:                Primary Azimuth Mark                     Grid Az
 SP0359:SPC MT       -  STEIHLS HOUSE CHIMNEY                    069 21 02.0
 SP0359:UTM  13      -  STEIHLS HOUSE CHIMNEY                    072 37 57.5
 SP0359
 SP0359|---------------------------------------------------------------------|
 SP0359| PID    Reference Object                     Distance      Geod. Az  |
 SP0359|                                                           dddmmss.s |
 SP0359| TH0590 STEIHLS HOUSE CHIMNEY               APPROX. 7.7 KM 0731507.9 |
 SP0359| CQ8194 CUT OFF RM 1                         15.548 METERS 15622     |
 SP0359| SP0366 JACKSON RESET                       APPROX.14.5 KM 2372230.8 |
 SP0359| CQ8195 CUT OFF RM 2                         30.419 METERS 25022     |
 SP0359|---------------------------------------------------------------------|
 SP0359
 SP0359                          SUPERSEDED SURVEY CONTROL
 SP0359
 SP0359  NAD 83(1992)-  47 59 49.93571(N)    104 09 58.60975(W) AD(       ) 1
 SP0359  NAD 83(1986)-  47 59 49.93566(N)    104 09 58.60914(W) AD(       ) 1
 SP0359  NAD 27      -  47 59 49.86700(N)    104 09 56.82700(W) AD(       ) 1
 SP0359  NGVD 29 (07/19/86)  709.2    (m)         2327.     (f) VERT ANG       
 SP0359
 SP0359.Superseded values are not recommended for survey control.
 SP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0359.See file dsdata.txt to determine how the superseded data were derived.
 SP0359
 SP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP6219516326(NAD 83)
 SP0359_MARKER: DD = SURVEY DISK
 SP0359_SETTING: 80 = SET IN A BOULDER
 SP0359_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SP0359
 SP0359  HISTORY     - Date     Condition        Report By
 SP0359  HISTORY     - 1912     MONUMENTED       MORC
 SP0359  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SP0359  HISTORY     - 1971     GOOD             USAF
 SP0359
 SP0359                          STATION DESCRIPTION
 SP0359
 SP0359'DESCRIBED BY MISSOURI RIVER COMMISSION 1912 (EHP)
 SP0359'THIS STATION IS IDENTICAL WITH THE MISSOURI RIVER COMMISSION
 SP0359'STATION AND THE UNITED STATES GEOLOGICAL SURVEY STATION OF THE
 SP0359'SAME NAME.  IT IS ABOUT 5-1/2 MILES NEARLY WEST OF MONDAK, ON
 SP0359'THE BLUFF SOUTH OF THE MISSOURI RIVER, ABOUT 90 METERS WEST OF THE
 SP0359'TOP OF BEAVER SLIDE, THE POINT WHERE THE BEAVER SLIDE WAGON
 SP0359'ROAD REACHED THE TOP OF THE BLUFF.  THE STATION IS MARKED BY A
 SP0359'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER.
 SP0359
 SP0359                          STATION RECOVERY (1948)
 SP0359
 SP0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 SP0359'RECOVERED AND THE STATION MARK IS IN GOOD CONDITION.  AN
 SP0359'AZIMUTH MARK AND TWO REFERENCE MARKS WERE ESTABLISHED.
 SP0359'DESCRIPTION FOLLOWS--
 SP0359'
 SP0359'LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF BAINVILLE, ABOUT 3
 SP0359'MILES SOUTH OF THE MISSOURI RIVER, ON A HIGH PROMINENT RIDGE,
 SP0359'70 FEET WEST OF THE EAST EDGE OF THE RIDGE, 20 FEET SOUTH OF THE
 SP0359'NORTH EDGE OF THE RIDGE, 9 FEET EAST OF A WITNESS POST, AND
 SP0359'0.1 MILE NORTH OF A TRACK ROAD.  IT IS A MISSOURI RIVER
 SP0359'COMMISSION IRON CAP ON THE TOP OF A 4-INCH IRON PIPE THAT
 SP0359'PROJECTS 4 INCHES.  IT IS UNSTAMPED.
 SP0359'
 SP0359'REFERENCE MARK NO. 1 IS 51.01 FEET SOUTH-SOUTHEAST OF THE
 SP0359'STATION ON THE SOUTH SLOPE OF THE RIDGE, AND ABOUT 3 FEET
 SP0359'LOWER THAN THE STATION.  IT PROJECTS 3 INCHES, AND THE DISK IS
 SP0359'STAMPED CUT OFF MO R C NO 1 1912.
 SP0359'
 SP0359'REFERENCE MARK NO. 2 IS 99.80 FEET WEST-SOUTHWEST OF THE
 SP0359'STATION, 25 FEET SOUTH OF THE CREST OF THE RIDGE, AND IN A
 SP0359'BOULDER THAT IS ABOUT 2 FEET IN DIAMETER AND THAT PROJECTS ABOUT
 SP0359'6 INCHES.  THE DISK IS STAMPED CUT OFF MO R C NO 2 1912.
 SP0359'
 SP0359'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTH-NORTHEAST
 SP0359'OF THE STATION, 9 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 SP0359'TRACK ROAD, 5 FEET NORTH OF A WITNESS POST, AND 2.5 FEET
 SP0359'SOUTHWEST OF A FENCE CORNER.  IT PROJECTS 8 INCHES, AND THE
 SP0359'DISK IS STAMPED CUT OFF MO R C 1912.
 SP0359'
 SP0359'TO REACH THE STATION FROM THE GREAT NORTHERN RAILROAD DEPOT IN
 SP0359'BAINVILLE, GO SOUTH 0.15 MILE TO THE FIRST CROSSROAD.  THEN
 SP0359'LEFT, EASTERLY, (ALONG THE SOUTH SIDE OF THE RAILROAD TRACK)
 SP0359'3.0 MILES TO A RAILROAD CROSSING.  CROSS TRACKS, CONTINUE
 SP0359'EASTERLY, 4.2 MILES.  THEN LEFT 4.5 MILES TO THE DEPOT AT
 SP0359'SNOWDEN.  CONTINUE EASTERLY 0.3 MILE TO AN OVERPASS.  CONTINUE
 SP0359'IN A SOUTHERLY DIRECTION 1.8 MILES TO THE TOLL BRIDGE ACROSS
 SP0359'THE MISSOURI RIVER.  CROSS THE BRIDGE, THEN LEFT (IN A CIRCLE
 SP0359'UNDER THE BRIDGE) WESTERLY FOR 1.0 MILE.  THEN RIGHT,
 SP0359'WESTERLY, 1.3 MILE TO A FORK.  THEN LEFT 0.5 MILE TO WHERE THE
 SP0359'MAIN TRAVELED ROAD TURNS TO THE RIGHT (NORTH).  KEEP
 SP0359'STRAIGHT AHEAD, WESTERLY, ON A NARROW DIRT ROAD 1.05
 SP0359'MILE TO A GAP IN A WIRE FENCE ON THE LEFT.  THEN THROUGH THE
 SP0359'GAP, SOUTH, ON A FARM ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON
 SP0359'THE LEFT.  CONTINUE SOUTH 0.15 MILE TO A FORK.  THEN RIGHT,
 SP0359'SOUTHWESTERLY (FOLLOWING A DIM TRACK ROAD UP A COULEE) 0.6 MILE
 SP0359'TO THE TOP OF A PASS.  THEN RIGHT, NORTH, 0.1 MILE TO THE
 SP0359'CREST OF THE RIDGE AND THE STATION AS DESCRIBED.
 SP0359
 SP0359                          STATION RECOVERY (1971)
 SP0359
 SP0359'RECOVERY NOTE BY US AIR FORCE 1971
 SP0359'STATION, BOTH RMS, AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 SP0359'IN GOOD CONDITION.  ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0604 ***********************************************************************
 SQ0604  DESIGNATION -  CUT OFF
 SQ0604  PID         -  SQ0604
 SQ0604  STATE/COUNTY-  MT/PHILLIPS
 SQ0604  USGS QUAD   -  LOCKE RANCH (1987)
 SQ0604
 SQ0604                         *CURRENT SURVEY CONTROL
 SQ0604  ___________________________________________________________________
 SQ0604* NAD 83(1992)-  47 34 11.27717(N)    107 54 39.74636(W)     ADJUSTED  
 SQ0604* NAVD 88     -       784.     (meters)    2572.     (feet)  SCALED    
 SQ0604  ___________________________________________________________________
 SQ0604  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 SQ0604  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 SQ0604
 SQ0604  HORZ ORDER  -  THIRD
 SQ0604
 SQ0604.The horizontal coordinates were established by classical geodetic methods
 SQ0604.and adjusted by the National Geodetic Survey in July 1992..
 SQ0604
 SQ0604.The orthometric height was scaled from a topographic map.
 SQ0604
 SQ0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0604
 SQ0604.The geoid height was determined by GEOID03.
 SQ0604
 SQ0604;                    North         East     Units Scale Factor Converg.
 SQ0604;SPC MT       -   370,100.130   719,483.944   MT  0.99943991   +1 09 44.4
 SQ0604;SPC MT       - 1,214,239.27  2,360,511.63   iFT  0.99943991   +1 09 44.4
 SQ0604;UTM  13      - 5,272,593.930   281,058.631   MT  1.00018911   -2 08 58.2
 SQ0604
 SQ0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0604!SPC MT       -   0.99987959  x   0.99943991  =   0.99931956
 SQ0604!UTM  13      -   0.99987959  x   1.00018911  =   1.00006867
 SQ0604
 SQ0604                          SUPERSEDED SURVEY CONTROL
 SQ0604
 SQ0604  NAD 83(1986)-  47 34 11.27168(N)    107 54 39.73080(W) AD(       ) 3
 SQ0604
 SQ0604.Superseded values are not recommended for survey control.
 SQ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0604.See file dsdata.txt to determine how the superseded data were derived.
 SQ0604
 SQ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN8105972594(NAD 83)
 SQ0604_MARKER: DS = TRIANGULATION STATION DISK
 SQ0604_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0604_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0604
 SQ0604  HISTORY     - Date     Condition        Report By
 SQ0604  HISTORY     - 1885     MONUMENTED       MORC
 SQ0604
 SQ0604                          STATION DESCRIPTION
 SQ0604
 SQ0604'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SQ0604'CUT-OFF IS ON THE LEFT BANK, THREE-FOURTHS OF A MI. FROM THE RIVER
 SQ0604'WHERE IT STRONGLY CUTS THE LEFT BANK, ON THE HIGHEST GROUND IN THE
 SQ0604'VICINITY.
 SQ0604'
 SQ0604'STATION MARK--STANDARD MORC TABLET SET IN 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0792 ***********************************************************************
 TM0792  DESIGNATION -  CUTAIR
 TM0792  PID         -  TM0792
 TM0792  STATE/COUNTY-  MT/GLACIER
 TM0792  USGS QUAD   -  CUT BANK SE (1966)
 TM0792
 TM0792                         *CURRENT SURVEY CONTROL
 TM0792  ___________________________________________________________________
 TM0792* NAD 83(1992)-  48 36 27.09788(N)    112 21 46.97506(W)     ADJUSTED  
 TM0792* NAVD 88     -      1169.45   (+/-2cm)    3836.8    (feet)  VERTCON   
 TM0792  ___________________________________________________________________
 TM0792  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TM0792  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TM0792
 TM0792  HORZ ORDER  -  SECOND
 TM0792  VERT ORDER  -  THIRD ? (See Below)
 TM0792
 TM0792.This mark is at Cut Bank Municipal Airport (CTB)
 TM0792
 TM0792.The horizontal coordinates were established by classical geodetic methods
 TM0792.and adjusted by the National Geodetic Survey in July 1992..
 TM0792
 TM0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0792.The vertical order pertains to the NGVD 29 superseded value.
 TM0792
 TM0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0792
 TM0792.The geoid height was determined by GEOID03.
 TM0792
 TM0792;                    North         East     Units Scale Factor Converg.
 TM0792;SPC MT       -   488,084.716   388,957.415   MT  0.99978272   -2 05 39.6
 TM0792;SPC MT       - 1,601,327.81  1,276,107.00   iFT  0.99978272   -2 05 39.6
 TM0792;UTM  12      - 5,384,724.615   399,523.392   MT  0.99972403   -1 01 21.5
 TM0792
 TM0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0792!SPC MT       -   0.99981907  x   0.99978272  =   0.99960183
 TM0792!UTM  12      -   0.99981907  x   0.99972403  =   0.99954315
 TM0792
 TM0792|---------------------------------------------------------------------|
 TM0792| PID    Reference Object                     Distance      Geod. Az  |
 TM0792|                                                           dddmmss.s |
 TM0792| CN3379 CUTAIR RM 1                          20.272 METERS 01754     |
 TM0792| CN3378 CUTAIR AZ MK                                       0614846.4 |
 TM0792| TM0788 CUT BANK CO SHERIFFS RADIO MST      APPROX. 3.5 KM 0632559.1 |
 TM0792| TM0006 F 388                                19.275 METERS 28839     |
 TM0792| TM0791 CUT BANK MUN AIRPORT TANK            14.658 METERS 31645     |
 TM0792|---------------------------------------------------------------------|
 TM0792
 TM0792                          SUPERSEDED SURVEY CONTROL
 TM0792
 TM0792  NAD 83(1986)-  48 36 27.10368(N)    112 21 46.96641(W) AD(       ) 2
 TM0792  NAD 27      -  48 36 27.16555(N)    112 21 43.78258(W) AD(       ) 2
 TM0792  NGVD 29 (07/19/86) 1168.37   (m)         3833.2    (f) LEVELING    3  
 TM0792
 TM0792.Superseded values are not recommended for survey control.
 TM0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0792.See file dsdata.txt to determine how the superseded data were derived.
 TM0792
 TM0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9952384725(NAD 83)
 TM0792_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0792
 TM0792  HISTORY     - Date     Condition        Report By
 TM0792  HISTORY     - 1964     MONUMENTED       CGS
 TM0792
 TM0792                          STATION DESCRIPTION
 TM0792
 TM0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0792'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF CUT BANK, 1-1/2
 TM0792'MILES SOUTH OF U.S. HIGHWAY 2, ON THE GROUNDS OF THE CUT BANK
 TM0792'MUNICIPAL AIRPORT AT THE AIRPORT WATER TANK.
 TM0792'
 TM0792'THE STATION MARK IS A STANDARD DISK STAMPED, CUTAIR 1964, SET IN
 TM0792'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 TM0792'IT IS 46.3 FEET NORTH OF THE CENTERLINE OF THE AIRPORT ROAD,
 TM0792'AND 23.3 FEET EAST OF THE SOUTHEAST LEG OF THE WATER TANK.
 TM0792'
 TM0792'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CUTAIR NO 1 1964,
 TM0792'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH
 TM0792'ABOVE THE GROUND.  IT IS 89.8 FEET NORTH OF THE CENTERLINE OF THE
 TM0792'ROAD, 31.4 FEET NORTHEAST OF THE NORTHEAST LEG OF THE WATER
 TM0792'TANK, AND 0.4 OF A FOOT HIGHER THAN THE STATION.
 TM0792'
 TM0792'BENCH MARK F 388 IS A STANDARD DISK STAMPED F 388 1956, SET
 TM0792'IN THE TOP OF THE CONCRETE FOOTING SUPPORTING THE SOUTHWEST
 TM0792'LEG OF THE WATER TANK AND PROJECTING 18 INCHES.  IT IS 43.3
 TM0792'FEET NORTH OF THE CENTERLINE OF THE ROAD.
 TM0792'
 TM0792'AZIMUTH MARK IS A STANDARD DISK STAMPED, CUTAIR 1964, SET
 TM0792'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 TM0792'IT IS 24.0 FEET NORTH OF THE EAST GATE POST, 8.5 FEET EAST OF THE
 TM0792'CENTERLINE OF A TRACK ROAD, 2.7 FEET SOUTH OF A WITNESS POST,
 TM0792'AND 1.5 FEET NORTH OF A POWER LINE POLE.  TO REACH THE AZIMUTH
 TM0792'MARK FROM THE AIRPORT ENTRANCE, GO NORTH ON THE MAIN ROAD
 TM0792'FOR 0.15 MILE TO A GATE AND CATTLE GUARD ON THE RIGHT, TURN
 TM0792'RIGHT, EAST, PASSING THROUGH THE GATE, THEN SOUTHEAST ON MAIN
 TM0792'TRACK ROAD FOR 0.1 MILE TO A GATE AND A FORK, PASS THROUGH
 TM0792'THE GATE AND TAKE THE LEFT FORK, EAST, ON A DIM TRACK ROAD
 TM0792'FOR 0.1 MILE TO A GATE AND A POWER LINE POLE AND AZIMUTH MARK
 TM0792'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0961 ***********************************************************************
 TM0961  DESIGNATION -  CUTAIR 2
 TM0961  PID         -  TM0961
 TM0961  STATE/COUNTY-  MT/GLACIER
 TM0961  USGS QUAD   -  CUT BANK SE (1966)
 TM0961
 TM0961                         *CURRENT SURVEY CONTROL
 TM0961  ___________________________________________________________________
 TM0961* NAD 83(1992)-  48 36 27.46693(N)    112 22 03.00654(W)     ADJUSTED  
 TM0961* NAVD 88     -      1170.9    (meters)    3842.     (feet)  VERTCON   
 TM0961  ___________________________________________________________________
 TM0961  X           -  -1,608,199.174 (meters)                     COMP
 TM0961  Y           -  -3,908,073.854 (meters)                     COMP
 TM0961  Z           -   4,762,686.997 (meters)                     COMP
 TM0961  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 TM0961  ELLIP HEIGHT-        1155.96  (meters)          (07/28/92) GPS OBS
 TM0961  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TM0961
 TM0961  HORZ ORDER  -  THIRD
 TM0961  ELLP ORDER  -  FIFTH     CLASS I
 TM0961
 TM0961.This mark is at Cut Bank Municipal Airport (CTB)
 TM0961
 TM0961.The horizontal coordinates were established by GPS observations
 TM0961.and adjusted by the National Geodetic Survey in July 1992..
 TM0961
 TM0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0961
 TM0961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM0961
 TM0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0961
 TM0961.The ellipsoidal height was determined by GPS observations
 TM0961.and is referenced to NAD 83.
 TM0961
 TM0961.The geoid height was determined by GEOID03.
 TM0961
 TM0961;                    North         East     Units Scale Factor Converg.
 TM0961;SPC MT       -   488,108.114   388,629.722   MT  0.99978277   -2 05 51.3
 TM0961;SPC MT       - 1,601,404.57  1,275,031.90   iFT  0.99978277   -2 05 51.3
 TM0961;UTM  12      - 5,384,741.879   399,195.338   MT  0.99972484   -1 01 33.5
 TM0961
 TM0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0961!SPC MT       -   0.99981887  x   0.99978277  =   0.99960168
 TM0961!UTM  12      -   0.99981887  x   0.99972484  =   0.99954376
 TM0961
 TM0961:                Primary Azimuth Mark                     Grid Az
 TM0961:SPC MT       -  CUTAIR 2 AZ MK                           197 57 49.1
 TM0961:UTM  12      -  CUTAIR 2 AZ MK                           196 53 31.3
 TM0961
 TM0961|---------------------------------------------------------------------|
 TM0961| PID    Reference Object                     Distance      Geod. Az  |
 TM0961|                                                           dddmmss.s |
 TM0961| TM0962 CUTAIR 2 AZ MK                      APPROX. 0.9 KM 1955157.8 |
 TM0961|---------------------------------------------------------------------|
 TM0961
 TM0961                          SUPERSEDED SURVEY CONTROL
 TM0961
 TM0961  NAD 83(1986)-  48 36 27.47117(N)    112 22 02.99988(W) AD(       ) 3
 TM0961  NGVD 29 (08/25/89) 1169.8    (m)         3838.     (f) GPS OBS        
 TM0961
 TM0961.Superseded values are not recommended for survey control.
 TM0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0961.See file dsdata.txt to determine how the superseded data were derived.
 TM0961
 TM0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9919584742(NAD 83)
 TM0961_MARKER: I = METAL ROD
 TM0961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0961_SP_SET: STAINLESS STEEL ROD
 TM0961_STAMPING: CUTAIR 2 1988
 TM0961_MARK LOGO: NGS   
 TM0961_PROJECTION: FLUSH
 TM0961_MAGNETIC: I = MARKER IS A STEEL ROD
 TM0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0961+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TM0961_ROD/PIPE-DEPTH: 16   meters
 TM0961
 TM0961  HISTORY     - Date     Condition        Report By
 TM0961  HISTORY     - 1988     MONUMENTED       NGS
 TM0961
 TM0961                          STATION DESCRIPTION
 TM0961
 TM0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 TM0961'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) WEST OF CUT BANK AT THE
 TM0961'CUT BANK AIRPORT.  FOR PERMISSION CONTACT AIRPORT MANAGER --SWEDE
 TM0961'LINDBERG--, PHONE 406-873-3415.
 TM0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TM0961'HIGHWAY 358 ABOUT 1.6 KM (1.00 MI) WEST OF CUT BANK.  GO SOUTH ON
 TM0961'STATE HIGHWAY 358 FOR 2.6 KM (1.60 MI) TO THE ENTRANCE RIGHT.  TURN
 TM0961'RIGHT AND GO FOR 0.4 KM (0.25 MI) ALONG A WINDING ROAD TO THE OFFICE
 TM0961'AND TOWER.  GO ACROSS THE APRON TO A TAXIWAY ON THE LEFT AND THE
 TM0961'STATION ON THE RIGHT, BETWEEN TWO TAXIWAYS.
 TM0961'THE STATION IS SET 100 M (328.1 FT) NORTHWEST OF THE ADMINISTRATION
 TM0961'BUILDING, 42.0 M (137.8 FT) SOUTH OF THE SOUTH EDGE OF A PAVED
 TM0961'TAXIWAY, 42.0 M (137.8 FT) WEST OF A HAND FUEL PUMP, 53.0 M
 TM0961'(173.9 FT) NORTH OF THE NORTH EDGE OF A TAXIWAY AND 53.3 M (174.9 FT)
 TM0961'EAST OF THE EAST EDGE OF RUNWAY 18-36.
 TM0961'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0962 ***********************************************************************
 TM0962  DESIGNATION -  CUTAIR 2 AZ MK
 TM0962  PID         -  TM0962
 TM0962  STATE/COUNTY-  MT/GLACIER
 TM0962  USGS QUAD   -  CUT BANK SE (1966)
 TM0962
 TM0962                         *CURRENT SURVEY CONTROL
 TM0962  ___________________________________________________________________
 TM0962* NAD 83(1992)-  48 36 00.30398(N)    112 22 14.64623(W)     ADJUSTED  
 TM0962* NAVD 88     -      1169.6    (meters)    3837.     (feet)  VERTCON   
 TM0962  ___________________________________________________________________
 TM0962  X           -  -1,608,658.989 (meters)                     COMP
 TM0962  Y           -  -3,908,564.478 (meters)                     COMP
 TM0962  Z           -   4,762,131.121 (meters)                     COMP
 TM0962  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 TM0962  ELLIP HEIGHT-        1154.70  (meters)          (07/28/92) GPS OBS
 TM0962  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TM0962
 TM0962  HORZ ORDER  -  THIRD
 TM0962  ELLP ORDER  -  FIFTH     CLASS I
 TM0962
 TM0962.This mark is at Cut Bank Municipal Airport (CTB)
 TM0962
 TM0962.The horizontal coordinates were established by GPS observations
 TM0962.and adjusted by the National Geodetic Survey in July 1992..
 TM0962
 TM0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0962
 TM0962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM0962
 TM0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0962
 TM0962.The ellipsoidal height was determined by GPS observations
 TM0962.and is referenced to NAD 83.
 TM0962
 TM0962.The geoid height was determined by GEOID03.
 TM0962
 TM0962;                    North         East     Units Scale Factor Converg.
 TM0962;SPC MT       -   487,278.542   388,360.760   MT  0.99977907   -2 05 59.8
 TM0962;SPC MT       - 1,598,682.88  1,274,149.48   iFT  0.99977907   -2 05 59.8
 TM0962;UTM  12      - 5,383,907.469   398,941.953   MT  0.99972547   -1 01 41.8
 TM0962
 TM0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0962!SPC MT       -   0.99981907  x   0.99977907  =   0.99959818
 TM0962!UTM  12      -   0.99981907  x   0.99972547  =   0.99954459
 TM0962
 TM0962:                Primary Azimuth Mark                     Grid Az
 TM0962:SPC MT       -  CUTAIR 2                                 017 57 48.9
 TM0962:UTM  12      -  CUTAIR 2                                 016 53 30.9
 TM0962
 TM0962|---------------------------------------------------------------------|
 TM0962| PID    Reference Object                     Distance      Geod. Az  |
 TM0962|                                                           dddmmss.s |
 TM0962| TM0961 CUTAIR 2                            APPROX. 0.9 KM 0155149.1 |
 TM0962|---------------------------------------------------------------------|
 TM0962
 TM0962                          SUPERSEDED SURVEY CONTROL
 TM0962
 TM0962  NAD 83(1986)-  48 36 00.30816(N)    112 22 14.63953(W) AD(       ) 3
 TM0962  NGVD 29 (08/25/89) 1168.5    (m)         3834.     (f) GPS OBS        
 TM0962
 TM0962.Superseded values are not recommended for survey control.
 TM0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0962.See file dsdata.txt to determine how the superseded data were derived.
 TM0962
 TM0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9894283907(NAD 83)
 TM0962_MARKER: A = ALUMINUM MARKER
 TM0962_SETTING: 0 = UNSPECIFIED SETTING
 TM0962_STAMPING: CUTAIR 2 AZ MK 1988
 TM0962_MARK LOGO: NGS   
 TM0962_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0962+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TM0962
 TM0962  HISTORY     - Date     Condition        Report By
 TM0962  HISTORY     - 1988     MONUMENTED       NGS
 TM0962
 TM0962                          STATION DESCRIPTION
 TM0962
 TM0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 TM0962'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) WEST OF CUT BANK AT THE
 TM0962'CUT BANK AIRPORT.  AIRPORT MANAGER IS MR. SWEDE LINDBERG. PHONE -
 TM0962'406-873-3415.
 TM0962'TO REACH THE AZIMUTH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TM0962'HIGHWAY 358 ABOUT 1.6 KM (1.00 MI) WEST OF CUT BANK.  GO SOUTH ON
 TM0962'STATE HIGHWAY 358 FOR 2.6 KM (1.60 MI) TO THE ENTRANCE ROAD ON THE
 TM0962'RIGHT.  TURN RIGHT AND GO FOR 0.4 KM (0.25 MI) ALONG A WINDING ROAD
 TM0962'TO THE OFFICE AND TOWER.  GO ACROSS THE APRON TO A TAXIWAY ON THE
 TM0962'LEFT.  GO ALONG THE TAXIWAY FOR 0.16 KM (0.10 MI) TO A RUNWAY.  TURN
 TM0962'LEFT AND GO FOR 0.7 KM (0.45 MI) ALONG THE RUNWAY TO THE JUNCTION OF
 TM0962'RUNWAY END 31.  TURN LEFT PASSING RUNWAY END 31 FOR 0.16 KM (0.10 MI)
 TM0962'TO THE AZIMUTH MARK.
 TM0962'THE MARK IS A PRECAST ALUMINUM MARK SET FLUSH WITH THE SURFACE, 100 M
 TM0962'(328.1 FT) EAST OF RUNWAY END 31, 32.0 M (105.0 FT) NORTH OF A FENCE
 TM0962'CORNER POST, 20.1 M (65.9 FT) EAST OF A CONCRETE CULVERT AND 0.4 M
 TM0962'(1.3 FT) EAST OF A WITNESS POST.
 TM0962'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0746 ***********************************************************************
 TN0746  DESIGNATION -  CUTOFF
 TN0746  PID         -  TN0746
 TN0746  STATE/COUNTY-  MT/LINCOLN
 TN0746  USGS QUAD   -  LIBBY (1983)
 TN0746
 TN0746                         *CURRENT SURVEY CONTROL
 TN0746  ___________________________________________________________________
 TN0746* NAD 83(1992)-  48 27 49.22833(N)    115 34 43.16943(W)     ADJUSTED  
 TN0746* NAVD 88     -       768.6    (meters)    2522.     (feet)  VERTCON   
 TN0746  ___________________________________________________________________
 TN0746  X           -  -1,829,653.016 (meters)                     COMP
 TN0746  Y           -  -3,822,433.648 (meters)                     COMP
 TN0746  Z           -   4,751,783.247 (meters)                     COMP
 TN0746  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 TN0746  ELLIP HEIGHT-         752.34  (meters)          (07/28/92) GPS OBS
 TN0746  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TN0746
 TN0746  HORZ ORDER  -  FIRST
 TN0746  ELLP ORDER  -  FIFTH     CLASS I
 TN0746
 TN0746.The horizontal coordinates were established by GPS observations
 TN0746.and adjusted by the National Geodetic Survey in July 1992..
 TN0746
 TN0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0746
 TN0746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0746
 TN0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0746
 TN0746.The ellipsoidal height was determined by GPS observations
 TN0746.and is referenced to NAD 83.
 TN0746
 TN0746.The geoid height was determined by GEOID03.
 TN0746
 TN0746;                    North         East     Units Scale Factor Converg.
 TN0746;SPC MT       -   485,664.808   151,036.732   MT  0.99971520   -4 26 47.6
 TN0746;SPC MT       - 1,593,388.48    495,527.34   iFT  0.99971520   -4 26 47.6
 TN0746;UTM  11      - 5,368,813.437   605,070.862   MT  0.99973564   +1 03 50.5
 TN0746
 TN0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0746!SPC MT       -   0.99988210  x   0.99971520  =   0.99959734
 TN0746!UTM  11      -   0.99988210  x   0.99973564  =   0.99961778
 TN0746
 TN0746                          SUPERSEDED SURVEY CONTROL
 TN0746
 TN0746  NAD 83(1986)-  48 27 49.24006(N)    115 34 43.17448(W) AD(       ) 1
 TN0746  NGVD 29 (11/20/87)  767.4    (m)         2518.     (f) GPS OBS        
 TN0746
 TN0746.Superseded values are not recommended for survey control.
 TN0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0746.See file dsdata.txt to determine how the superseded data were derived.
 TN0746
 TN0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0507168813(NAD 83)
 TN0746_MARKER: DS = TRIANGULATION STATION DISK
 TN0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0746_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0746+STABILITY: SURFACE MOTION
 TN0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0746+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TN0746
 TN0746  HISTORY     - Date     Condition        Report By
 TN0746  HISTORY     - 1986     MONUMENTED       NGS
 TN0746
 TN0746                          STATION DESCRIPTION
 TN0746
 TN0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0746'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTH OF LIBBY, IN THE
 TN0746'KOOTENAI NATIONAL FOREST AND ALONG THE EAST SIDE OF BOBTAIL ROAD.
 TN0746'THE PROPERTY IS OWNED BY THE FEDERAL GOVERNMENT.
 TN0746'
 TN0746'TO REACH THE STATION FROM THE BRIDGE OVER THE KOOTENAI RIVER IN
 TN0746'LIBBY, GO EAST ON STATE HIGHWAY 37 FOR 0.32 KM (0.2 MI) TO A ROAD
 TN0746'ON THE LEFT.  TURN LEFT AND GO NORTHEASTERLY ON RIVER ROAD FOR
 TN0746'5.92 KM (3.70 MI) TO THE JUNCTION WITH BOBTAIL ROAD ON THE RIGHT.
 TN0746'TURN RIGHT ON BOBTAIL ROAD AND GO NORTHERLY FOR 11.04 KM (6.9 MI)
 TN0746'TO BOBTAIL CUTOFF ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 TN0746'
 TN0746'STATION MARK, STAMPED---CUTOFF 1986---, IS A STANDARD DISK SET IN
 TN0746'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TN0746'16.76 METERS (55.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF BOBTAIL
 TN0746'ROAD, 6.60 METERS (21.6 FT) SOUTHEAST OF A POWER POLE AND 2.1
 TN0746'METERS (6.9 FT) EAST OF A WITNESS POST.
 TN0746'
 TN0746'THE AZIMUTH MARK, STAMPED---CUTOFF 1986---, IS A STANDARD DISK SET
 TN0746'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TN0746'11.5 METERS (37.7 FT) NORTHEAST OF A POWER POLE, 3.6 METERS
 TN0746'(11.8 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND 3.2 METERS
 TN0746'(10.5 FT) NORTHWEST OF A WITNESS POST.
 TN0746'
 TN0746'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON BOBTAIL
 TN0746'CUTOFF ROAD FOR 0.80 KM (0.5 MI) TO THE AZIMUTH MARK ON THE RIGHT
 TN0746'SET IN THE SHOULDER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0747 ***********************************************************************
 TN0747  DESIGNATION -  CUTOFF AZ MK
 TN0747  PID         -  TN0747
 TN0747  STATE/COUNTY-  MT/LINCOLN
 TN0747  USGS QUAD   -  LIBBY (1983)
 TN0747
 TN0747                         *CURRENT SURVEY CONTROL
 TN0747  ___________________________________________________________________
 TN0747* NAD 83(1992)-  48 27 59.40962(N)    115 34 04.47947(W)     ADJUSTED  
 TN0747* NAVD 88     -       776.0    (meters)    2546.     (feet)  VERTCON   
 TN0747  ___________________________________________________________________
 TN0747  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 TN0747  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 TN0747
 TN0747  HORZ ORDER  -  SECOND
 TN0747
 TN0747.The horizontal coordinates were established by classical geodetic methods
 TN0747.and adjusted by the National Geodetic Survey in July 1992..
 TN0747.No horizontal observational check was made to the station.
 TN0747
 TN0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0747
 TN0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0747
 TN0747.The geoid height was determined by GEOID03.
 TN0747
 TN0747;                    North         East     Units Scale Factor Converg.
 TN0747;SPC MT       -   485,916.714   151,853.252   MT  0.99971647   -4 26 19.3
 TN0747;SPC MT       - 1,594,214.94    498,206.21   iFT  0.99971647   -4 26 19.3
 TN0747;UTM  11      - 5,369,142.597   605,859.433   MT  0.99973768   +1 04 19.6
 TN0747
 TN0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0747!SPC MT       -   0.99988091  x   0.99971647  =   0.99959741
 TN0747!UTM  11      -   0.99988091  x   0.99973768  =   0.99961862
 TN0747
 TN0747                          SUPERSEDED SURVEY CONTROL
 TN0747
 TN0747  NAD 83(1986)-  48 27 59.42175(N)    115 34 04.48472(W) AD(       ) 2
 TN0747  NGVD 29 (11/20/87)  774.8    (m)         2542.     (f) VERT ANG       
 TN0747
 TN0747.Superseded values are not recommended for survey control.
 TN0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0747.See file dsdata.txt to determine how the superseded data were derived.
 TN0747
 TN0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0585969143(NAD 83)
 TN0747_MARKER: DZ = AZIMUTH MARK DISK
 TN0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0747_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0747+STABILITY: SURFACE MOTION
 TN0747
 TN0747  HISTORY     - Date     Condition        Report By
 TN0747  HISTORY     - 1986     MONUMENTED       NGS
 TN0747
 TN0747                          STATION DESCRIPTION
 TN0747
 TN0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0747'THE AZIMUTH MARK IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTH OF LIBBY,
 TN0747'IN THE KOOTENAI NATIONAL FOREST AND ALONG THE SOUTHEAST SIDE OF
 TN0747'BOBTAIL CUTOFF ROAD.  PROPERTY IS OWNED BY THE FEDERAL GOVERNMENT.
 TN0747'
 TN0747'TO REACH FROM THE BRIDGE OVER THE KOOTENAI RIVER, IN LIBBY, GO EAST
 TN0747'ON STATE HIGHWAY 37 FOR 0.32 KM (0.2 MI) TO A ROAD ON THE LEFT.  TURN
 TN0747'LEFT AND GO NORTHEASTERLY ON RIVER ROAD FOR 5.92 KM (3.7 MI) TO THE
 TN0747'JUNCTION WITH BOBTAIL ROAD ON THE RIGHT.  TURN RIGHT ON BOBTAIL ROAD
 TN0747'AND GO NORTHERLY FOR 11.04 KM (6.9 MI) TO BOBTAIL CUTOFF ROAD ON THE
 TN0747'RIGHT.  TURN RIGHT AND GO NORTHERLY ON BOBTAIL ROAD FOR 0.80 KM
 TN0747'(0.5 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 TN0747'
 TN0747'AZIMUTH MARK, STAMPED---CUTOFF 1986---, IS A STANDARD DISK SET IN
 TN0747'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 11.5
 TN0747'METERS (37.7 FT) NORTHEAST OF A POWER POLE, 3.6 METERS (11.8 FT)
 TN0747'SOUTHEAST OF THE CENTER OF THE ROAD AND 3.2 METERS (10.5 FT)
 TN0747'NORHTWEST OF A WITNESS POST.
 TN0747'
 TN0747'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0410 ***********************************************************************
 QY0410  DESIGNATION -  CWA
 QY0410  PID         -  QY0410
 QY0410  STATE/COUNTY-  MT/JEFFERSON
 QY0410  USGS QUAD   -  WHITEHALL (1996)
 QY0410
 QY0410                         *CURRENT SURVEY CONTROL
 QY0410  ___________________________________________________________________
 QY0410* NAD 83(1986)-  45 52 12.     (N)    112 06 11.     (W)     SCALED    
 QY0410* NAVD 88     -      1329.373  (meters)    4361.45   (feet)  ADJUSTED  
 QY0410  ___________________________________________________________________
 QY0410  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 QY0410  DYNAMIC HT  -        1328.945 (meters)    4360.05  (feet)  COMP
 QY0410  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 QY0410
 QY0410  VERT ORDER  -  FIRST     CLASS II
 QY0410
 QY0410.The horizontal coordinates were scaled from a topographic map and have
 QY0410.an estimated accuracy of +/- 6 seconds.
 QY0410
 QY0410.The orthometric height was determined by differential leveling
 QY0410.and adjusted by the National Geodetic Survey in June 1991..
 QY0410
 QY0410.The geoid height was determined by GEOID03.
 QY0410
 QY0410.The dynamic height is computed by dividing the NAVD 88
 QY0410.geopotential number by the normal gravity value computed on the
 QY0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0410.degrees latitude (g = 980.6199 gals.).
 QY0410
 QY0410.The modeled gravity was interpolated from observed gravity values.
 QY0410
 QY0410;                    North         East    Units  Estimated Accuracy
 QY0410;SPC MT       -   183,390.      398,010.      MT  (+/- 180 meters Scaled)
 QY0410
 QY0410                          SUPERSEDED SURVEY CONTROL
 QY0410
 QY0410.No superseded survey control is available for this station.
 QY0410
 QY0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR143801(NAD 83)
 QY0410_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0410_STAMPING: CWA
 QY0410_MARK LOGO: CGS   
 QY0410_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QY0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0410+STABILITY: SURFACE MOTION
 QY0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0410+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1995
 QY0410
 QY0410  HISTORY     - Date     Condition        Report By
 QY0410  HISTORY     - UNK      MONUMENTED       CGS
 QY0410  HISTORY     - 19950211 GOOD             MTDOT
 QY0410
 QY0410                          STATION DESCRIPTION
 QY0410
 QY0410'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QY0410'THE MARK WAS RECOVERED IN GOOD CONDITION.  NO TEXT WAS FOUND FOR THIS
 QY0410'MARK.  IT IS A COAST AND GEODETIC SURVEY AND STATE SURVEY DISK ABOUT 3
 QY0410'INCHES IN DIAMETER WITH THE STAMPING OF CWA AND NO DATE ON THE DISK.
 QY0410'A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN THE WEST PART OF
 QY0410'THE TOWN OF WHITEHALL, IN A PARK AREA BETWEEN THE MAIN STREET AND THE
 QY0410'RAILROAD TRACKS.  IT IS ABOUT 100 FT (30.5 M) WEST OF A HORSE SHOE
 QY0410'PITCHING AREA.  TO REACH FROM THE ROCKY MOUNTAIN BANK, IN WHITEHALL,
 QY0410'GO WEST ON THE MAIN STREET FOR 0.35 MI (0.56 KM) TO THE MARK ON THE
 QY0410'LEFT IN A SMALL PARK AREA.  THE STATION MARK IS 30.0 FT (9.1 M) SOUTH
 QY0410'OF A CURB, 33.0 FT (10.1 M) SOUTHWEST OF A POWER POLE AND 111.0 FT
 QY0410'(33.8 M) NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0119 ***********************************************************************
 RW0119  DESIGNATION -  CWA 1
 RW0119  PID         -  RW0119
 RW0119  STATE/COUNTY-  MT/MEAGHER
 RW0119  USGS QUAD   -  WHITE SULPHUR SPRING (1995)
 RW0119
 RW0119                         *CURRENT SURVEY CONTROL
 RW0119  ___________________________________________________________________
 RW0119* NAD 83(1992)-  46 32 53.78213(N)    110 53 47.00915(W)     ADJUSTED  
 RW0119* NAVD 88     -      1549.950  (meters)    5085.13   (feet)  ADJUSTED  
 RW0119  ___________________________________________________________________
 RW0119  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 RW0119  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 RW0119  DYNAMIC HT  -        1549.530 (meters)    5083.75  (feet)  COMP
 RW0119  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 RW0119
 RW0119  HORZ ORDER  -  SECOND
 RW0119  VERT ORDER  -  SECOND    CLASS 0
 RW0119
 RW0119.The horizontal coordinates were established by classical geodetic methods
 RW0119.and adjusted by the National Geodetic Survey in July 1992..
 RW0119
 RW0119.The orthometric height was determined by differential leveling
 RW0119.and adjusted by the National Geodetic Survey in June 1991..
 RW0119
 RW0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0119
 RW0119.The geoid height was determined by GEOID03.
 RW0119
 RW0119.The dynamic height is computed by dividing the NAVD 88
 RW0119.geopotential number by the normal gravity value computed on the
 RW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0119.degrees latitude (g = 980.6199 gals.).
 RW0119
 RW0119.The modeled gravity was interpolated from observed gravity values.
 RW0119
 RW0119;                    North         East     Units Scale Factor Converg.
 RW0119;SPC MT       -   256,344.523   492,971.497   MT  0.99942526   -1 01 17.3
 RW0119;SPC MT       -   841,025.34  1,617,360.55   iFT  0.99942526   -1 01 17.3
 RW0119;UTM  12      - 5,154,972.510   507,943.042   MT  0.99960078   +0 04 30.8
 RW0119
 RW0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0119!SPC MT       -   0.99975889  x   0.99942526  =   0.99918429
 RW0119!UTM  12      -   0.99975889  x   0.99960078  =   0.99935976
 RW0119
 RW0119|---------------------------------------------------------------------|
 RW0119| PID    Reference Object                     Distance      Geod. Az  |
 RW0119|                                                           dddmmss.s |
 RW0119| RW0521 WHITE                               232.706 METERS 15926     |
 RW0119| CQ5220 CWA 2                                              2785633.5 |
 RW0119|---------------------------------------------------------------------|
 RW0119
 RW0119                          SUPERSEDED SURVEY CONTROL
 RW0119
 RW0119  NAD 83(1986)-  46 32 53.77831(N)    110 53 46.99435(W) AD(       ) 2
 RW0119  NAD 27      -  46 32 53.99000(N)    110 53 44.24300(W) AD(       ) 2
 RW0119  NGVD 29 (??/??/92) 1548.857  (m)         5081.54   (f) ADJ UNCH    2 0
 RW0119
 RW0119.Superseded values are not recommended for survey control.
 RW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0119.See file dsdata.txt to determine how the superseded data were derived.
 RW0119
 RW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS0794354973(NAD 83)
 RW0119_MARKER: DD = SURVEY DISK
 RW0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0119_STAMPING: 1
 RW0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0119+STABILITY: SURFACE MOTION
 RW0119
 RW0119  HISTORY     - Date     Condition        Report By
 RW0119  HISTORY     - 1934     MONUMENTED       MTGS
 RW0119  HISTORY     - 1934     GOOD             NGS
 RW0119
 RW0119                          STATION DESCRIPTION
 RW0119
 RW0119'DESCRIBED BY MONTANA GEODETIC SURVEY 1934 (EBL)
 RW0119'FROM FRETWELLS GROCERY STORE IN WHITE SULPHUR SPRINGS HEAD
 RW0119'EAST 0.35 MILE TO THE SIGN ON LEFT SIDE OF ROAD READING SLOW,
 RW0119'FROM HERE AND JUST TO THE LEFT SIDE OF ROAD WILL BE FOUND
 RW0119'THE STATION MARK SET IN A SQUARE CEMENT POST AND FEET FROM
 RW0119'CENTER OF THE ROAD.
 RW0119'
 RW0119'STATION C.W.A. NO. 2 IS LOCATED AT THE FIRST STREET EAST OF
 RW0119'THE RAILROAD CROSSING ON THE SOUTHWEST CORNER.
 RW0119
 RW0119                          STATION RECOVERY (1934)
 RW0119
 RW0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RW0119'IN WHITE SULPHUR SPRINGS.
 RW0119'AT WHITE SULPHUR SPRINGS, ON U.S. HIGHWAY 89, 1/4 MILE EAST OF THE
 RW0119'SHERMAN HOTEL, AT A TURN TO THE NORTH, AT A SLIGHT CUT NORTH OF THE
 RW0119'HIGHWAY, AND 17 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 RW0119'SURVEY STANDARD DISK, STAMPED 1 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0083 ***********************************************************************
 RW0083  DESIGNATION -  CWA 16
 RW0083  PID         -  RW0083
 RW0083  STATE/COUNTY-  MT/MEAGHER
 RW0083  USGS QUAD   -  RINGLING (1980)
 RW0083
 RW0083                         *CURRENT SURVEY CONTROL
 RW0083  ___________________________________________________________________
 RW0083* NAD 83(1986)-  46 16 17.     (N)    110 48 12.     (W)     SCALED    
 RW0083* NAVD 88     -      1619.800  (meters)    5314.29   (feet)  ADJUSTED  
 RW0083  ___________________________________________________________________
 RW0083  GEOID HEIGHT-         -11.17  (meters)                     GEOID03
 RW0083  DYNAMIC HT  -        1619.292 (meters)    5312.63  (feet)  COMP
 RW0083  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 RW0083
 RW0083  VERT ORDER  -  SECOND    CLASS 0
 RW0083
 RW0083.The horizontal coordinates were scaled from a topographic map and have
 RW0083.an estimated accuracy of +/- 6 seconds.
 RW0083
 RW0083.The orthometric height was determined by differential leveling
 RW0083.and adjusted by the National Geodetic Survey in June 1991..
 RW0083
 RW0083.The geoid height was determined by GEOID03.
 RW0083
 RW0083.The dynamic height is computed by dividing the NAVD 88
 RW0083.geopotential number by the normal gravity value computed on the
 RW0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0083.degrees latitude (g = 980.6199 gals.).
 RW0083
 RW0083.The modeled gravity was interpolated from observed gravity values.
 RW0083
 RW0083;                    North         East    Units  Estimated Accuracy
 RW0083;SPC MT       -   225,470.      499,590.      MT  (+/- 180 meters Scaled)
 RW0083
 RW0083                          SUPERSEDED SURVEY CONTROL
 RW0083
 RW0083  NGVD 29 (??/??/92) 1618.656  (m)         5310.54   (f) ADJ UNCH    2 0
 RW0083
 RW0083.Superseded values are not recommended for survey control.
 RW0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0083.See file dsdata.txt to determine how the superseded data were derived.
 RW0083
 RW0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS151242(NAD 83)
 RW0083_MARKER: DB = BENCH MARK DISK
 RW0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0083_STAMPING: CWA 16
 RW0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0083+STABILITY: SURFACE MOTION
 RW0083
 RW0083  HISTORY     - Date     Condition        Report By
 RW0083  HISTORY     - UNK      MONUMENTED       CGS
 RW0083  HISTORY     - 1934     GOOD             NGS
 RW0083
 RW0083                          STATION DESCRIPTION
 RW0083
 RW0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RW0083'0.25 MI S FROM RINGLING.
 RW0083'0.25 MILE S OF AND ALONG US HWY 87 W 63 FEET E OF THE CENTER OF THE
 RW0083'HIGHWAY.  70 FEET S OF AN E AND W FENCE LINE.  5 FEET W OF THE HIGHWAY
 RW0083'R/W FENCE.  150 SE FROM POINT WHERE SIDE ROAD LEAVES HIGHWAY AND LEADS
 RW0083'TO MAIN STREET OF RINGLING.  A U S C AND G SURVEY AND STATE SURVEY
 RW0083'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA5542 ***********************************************************************
 AA5542  DESIGNATION -  CWA GPS
 AA5542  PID         -  AA5542
 AA5542  STATE/COUNTY-  MT/JEFFERSON
 AA5542  USGS QUAD   -  VENDOME (1996)
 AA5542
 AA5542                         *CURRENT SURVEY CONTROL
 AA5542  ___________________________________________________________________
 AA5542* NAD 83(1999)-  45 51 34.11061(N)    112 07 59.80511(W)     ADJUSTED  
 AA5542* NAVD 88     -      1388.3    (meters)    4555.     (feet)  GPS OBS   
 AA5542  ___________________________________________________________________
 AA5542  X           -  -1,676,781.212 (meters)                     COMP
 AA5542  Y           -  -4,122,543.284 (meters)                     COMP
 AA5542  Z           -   4,555,371.392 (meters)                     COMP
 AA5542  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AA5542  ELLIP HEIGHT-        1376.35  (meters)          (05/11/01) GPS OBS
 AA5542  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 AA5542
 AA5542  HORZ ORDER  -  B
 AA5542  ELLP ORDER  -  FOURTH    CLASS I
 AA5542
 AA5542.The horizontal coordinates were established by GPS observations
 AA5542.and adjusted by the National Geodetic Survey in May 2001..
 AA5542.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5542.DATUM ITEM on the data sheet items page.
 AA5542
 AA5542.The orthometric height was determined by GPS observations and a
 AA5542.high-resolution geoid model.
 AA5542
 AA5542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5542
 AA5542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5542
 AA5542.The ellipsoidal height was determined by GPS observations
 AA5542.and is referenced to NAD 83.
 AA5542
 AA5542.The geoid height was determined by GEOID03.
 AA5542
 AA5542;                    North         East     Units Scale Factor Converg.
 AA5542;SPC MT       -   182,301.268   395,623.471   MT  0.99959301   -1 55 34.5
 AA5542;SPC MT       -   598,101.27  1,297,977.27   iFT  0.99959301   -1 55 34.5
 AA5542;UTM  12      - 5,079,058.823   412,025.851   MT  0.99969515   -0 48 48.0
 AA5542
 AA5542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5542!SPC MT       -   0.99978427  x   0.99959301  =   0.99937737
 AA5542!UTM  12      -   0.99978427  x   0.99969515  =   0.99947949
 AA5542
 AA5542                          SUPERSEDED SURVEY CONTROL
 AA5542
 AA5542  NAD 83(1992)-  45 51 34.10906(N)    112 07 59.80486(W) AD(       ) B
 AA5542  ELLIP H (06/21/95) 1376.46   (m)                       GP(       ) 2 1
 AA5542
 AA5542.Superseded values are not recommended for survey control.
 AA5542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5542.See file dsdata.txt to determine how the superseded data were derived.
 AA5542
 AA5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR1202679059(NAD 83)
 AA5542_MARKER: DB = BENCH MARK DISK
 AA5542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5542_STAMPING: CWA GPS
 AA5542_MARK LOGO: CGS   
 AA5542_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5542+STABILITY: SURFACE MOTION
 AA5542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5542+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1996
 AA5542
 AA5542  HISTORY     - Date     Condition        Report By
 AA5542  HISTORY     - UNK      MONUMENTED       CGS
 AA5542  HISTORY     - 19950112 GOOD             MTDOT
 AA5542  HISTORY     - 19960113 GOOD             MTDOT
 AA5542
 AA5542                          STATION DESCRIPTION
 AA5542
 AA5542'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 AA5542'THE MARK WAS FOUND IN GOOD CONDITION.  THERE IS NO INFORMATION IN THE
 AA5542'DATA BASE FOR THIS MARK.  THE DISK WAS STAMPED CWA.  THERE IS ANOTHER
 AA5542'STATION WITH THE SAME NAME, AND GPS WAS ADDED TO THE STAMPING AT THIS
 AA5542'TIME.  THE DISK HAS NO DATE AND IT IS A COAST AND GEODETIC SURVEY AND
 AA5542'STATE SURVEY DISK.  THE STATION IS LOCATED ABOUT 1.3 MI (2.1 KM)
 AA5542'SOUTHWEST OF WHITEHALL, ON A BENCH OVERLOOKING THE VALLEY AND STATE
 AA5542'HIGHWAY 55.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 2, ON
 AA5542'THE WEST EDGE OF WHITEHALL, GO SOUTH ON STATE HIGHWAY 55, CROSSING THE
 AA5542'RAILROAD TRACKS, FOR 0.05 MI (0.08 KM) TO A ROAD ON THE RIGHT. TURN
 AA5542'RIGHT AND GO SOUTHWEST ON THE GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO A
 AA5542'BRIDGE.  CONTINUE SOUTHWEST FOR 0.55 MI (0.89 KM) TO A FORK.  KEEP THE
 AA5542'RIGHT FORK AND GO UPHILL FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 AA5542'LEFT.  FROM THIS POINT THE STATION IS 328 FT (100.0 M) ACROSS TWO
 AA5542'FENCES ON THE EDGE OF A BLUFF.  THE STATION MARK IS A 3-INCH DIAMETER,
 AA5542'COAST AND GEODETIC AND STATE SURVEY DISK SET IN THE TOP OF A SQUARE
 AA5542'CONCRETE MONUMENT PROJECTING 0.5 FT.  (15.2 CM) IT IS 59.1 FT (18.0 M)
 AA5542'SOUTH OF A FENCE, 65.6 FT (20.0 M) EAST OF AN MDT WITNESS POST AND
 AA5542'50.0 FT (15.2 M) NORTH OF THE EDGE OF A BLUFF.
 AA5542
 AA5542                          STATION RECOVERY (1996)
 AA5542
 AA5542'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 AA5542'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0786 ***********************************************************************
 TN0786  DESIGNATION -  CYCLONE PEAK LOOKOUT
 TN0786  PID         -  TN0786
 TN0786  STATE/COUNTY-  MT/FLATHEAD
 TN0786  USGS QUAD   -  CYCLONE LAKE (1994)
 TN0786
 TN0786                         *CURRENT SURVEY CONTROL
 TN0786  ___________________________________________________________________
 TN0786* NAD 83(1992)-  48 43 27.15167(N)    114 18 52.65723(W)     ADJUSTED  
 TN0786* NAVD 88     -                                                        
 TN0786  ___________________________________________________________________
 TN0786  LAPLACE CORR-          -9.81  (seconds)                    DEFLEC99
 TN0786  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TN0786
 TN0786  HORZ ORDER  -  THIRD
 TN0786
 TN0786.The horizontal coordinates were established by classical geodetic methods
 TN0786.and adjusted by the National Geodetic Survey in July 1992..
 TN0786
 TN0786
 TN0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0786
 TN0786.The geoid height was determined by GEOID03.
 TN0786
 TN0786;                    North         East     Units Scale Factor Converg.
 TN0786;SPC MT       -   508,082.240   246,043.007   MT  0.99984225   -3 31 18.9
 TN0786;SPC MT       - 1,666,936.48    807,227.71   iFT  0.99984225   -3 31 18.9
 TN0786;UTM  11      - 5,400,277.448   697,487.809   MT  1.00007918   +2 01 07.8
 TN0786
 TN0786                          SUPERSEDED SURVEY CONTROL
 TN0786
 TN0786  NAD 83(1986)-  48 43 27.16191(N)    114 18 52.65473(W) AD(       ) 4
 TN0786  NAD 27      -  48 43 27.29110(N)    114 18 49.21531(W) AD(       ) 3
 TN0786
 TN0786.Superseded values are not recommended for survey control.
 TN0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0786.See file dsdata.txt to determine how the superseded data were derived.
 TN0786
 TN0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ9748800277(NAD 83)
 TN0786
 TN0786  HISTORY     - Date     Condition        Report By
 TN0786  HISTORY     - UNK      MONUMENTED
 TN0786  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TN0786
 TN0786                          STATION DESCRIPTION
 TN0786
 TN0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0786'THIS STATION HAS BEEN DESTROYED.  IT WAS LOCATED IN 1939, BUT
 TN0786'NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0045 ***********************************************************************
 SQ0045  DESIGNATION -  D 1
 SQ0045  PID         -  SQ0045
 SQ0045  STATE/COUNTY-  MT/GARFIELD
 SQ0045  USGS QUAD   -  YORK ISLAND (1972)
 SQ0045
 SQ0045                         *CURRENT SURVEY CONTROL
 SQ0045  ___________________________________________________________________
 SQ0045* NAD 83(1986)-  47 59 26.     (N)    106 27 15.     (W)     SCALED    
 SQ0045* NAVD 88     -       631.49   (+/-2cm)    2071.8    (feet)  VERTCON   
 SQ0045  ___________________________________________________________________
 SQ0045  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 SQ0045
 SQ0045  VERT ORDER  -  ? (See Below)
 SQ0045
 SQ0045.The horizontal coordinates were scaled from a topographic map and have
 SQ0045.an estimated accuracy of +/- 6 seconds.
 SQ0045
 SQ0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0045.The vertical order pertains to the NGVD 29 superseded value.
 SQ0045
 SQ0045.The geoid height was determined by GEOID03.
 SQ0045
 SQ0045;                    North         East    Units  Estimated Accuracy
 SQ0045;SPC MT       -   420,060.      827,180.      MT  (+/- 180 meters Scaled)
 SQ0045
 SQ0045                          SUPERSEDED SURVEY CONTROL
 SQ0045
 SQ0045  NGVD 29 (??/??/92)  630.858  (m)         2069.74   (f) ADJ UNCH    ?  
 SQ0045
 SQ0045.Superseded values are not recommended for survey control.
 SQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0045.See file dsdata.txt to determine how the superseded data were derived.
 SQ0045
 SQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP915162(NAD 83)
 SQ0045_MARKER: P = PIPE CAP
 SQ0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0045_STAMPING: D-1
 SQ0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0045
 SQ0045  HISTORY     - Date     Condition        Report By
 SQ0045  HISTORY     - UNK      MONUMENTED       DOD
 SQ0045  HISTORY     - 1934     GOOD             NGS
 SQ0045
 SQ0045                          STATION DESCRIPTION
 SQ0045
 SQ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0045'14.8 MI N FROM HAXBY.
 SQ0045'IN GARFIELD COUNTY, ABOUT 14.8 MILES NORTH ALONG STATE HIGHWAY 22 FROM
 SQ0045'HAXBY, GARFIELD COUNTY, ABOUT 5.2 MILES SOUTH OF LISMAS, VALLEY
 SQ0045'COUNTY, ABOUT 0.7 MILE EAST OF THE HIGHWAY, ABOUT 1.5 MILES SOUTH OF
 SQ0045'MISSOURI RIVER, ABOUT 1 MILE SOUTHEAST OF THE BIDDLE RANCH, ABOUT 1/4
 SQ0045'MILE SOUTHEAST OF A RANCH HOUSE, AND ABOUT 25 FEET WEST OF A HIGH BANK
 SQ0045'ON THE FIRST BENCH ON THE LEFT BANK OF BIG DRY CREEK.  A CORPS OF
 SQ0045'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED D 1 AND RIVETED ON THE TOP
 SQ0045'OF A 2-INCH IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0866 ***********************************************************************
 SS0866  DESIGNATION -  D 10
 SS0866  PID         -  SS0866
 SS0866  STATE/COUNTY-  MT/CASCADE
 SS0866  USGS QUAD   -  HARDY (1961)
 SS0866
 SS0866                         *CURRENT SURVEY CONTROL
 SS0866  ___________________________________________________________________
 SS0866* NAD 83(1986)-  47 12 08.     (N)    111 46 54.     (W)     SCALED    
 SS0866* NAVD 88     -      1030.390  (meters)    3380.54   (feet)  ADJUSTED  
 SS0866  ___________________________________________________________________
 SS0866  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 SS0866  DYNAMIC HT  -        1030.268 (meters)    3380.14  (feet)  COMP
 SS0866  MODELED GRAV-     980,459.7   (mgal)                       NAVD 88
 SS0866
 SS0866  VERT ORDER  -  FIRST     CLASS II
 SS0866
 SS0866.The horizontal coordinates were scaled from a topographic map and have
 SS0866.an estimated accuracy of +/- 6 seconds.
 SS0866
 SS0866.The orthometric height was determined by differential leveling
 SS0866.and adjusted by the National Geodetic Survey in June 1991..
 SS0866
 SS0866.The geoid height was determined by GEOID03.
 SS0866
 SS0866.The dynamic height is computed by dividing the NAVD 88
 SS0866.geopotential number by the normal gravity value computed on the
 SS0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0866.degrees latitude (g = 980.6199 gals.).
 SS0866
 SS0866.The modeled gravity was interpolated from observed gravity values.
 SS0866
 SS0866;                    North         East    Units  Estimated Accuracy
 SS0866;SPC MT       -   330,560.      427,250.      MT  (+/- 180 meters Scaled)
 SS0866
 SS0866                          SUPERSEDED SURVEY CONTROL
 SS0866
 SS0866  NGVD 29 (??/??/92) 1029.451  (m)         3377.46   (f) ADJ UNCH    1 2
 SS0866
 SS0866.Superseded values are not recommended for survey control.
 SS0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0866.See file dsdata.txt to determine how the superseded data were derived.
 SS0866
 SS0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT407279(NAD 83)
 SS0866_MARKER: DB = BENCH MARK DISK
 SS0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0866_STAMPING: D 10 3377.457
 SS0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0866+STABILITY: SURFACE MOTION
 SS0866
 SS0866  HISTORY     - Date     Condition        Report By
 SS0866  HISTORY     - UNK      MONUMENTED       CGS
 SS0866  HISTORY     - 1962     GOOD             NGS
 SS0866
 SS0866                          STATION DESCRIPTION
 SS0866
 SS0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0866'6.6 MI SW FROM CASCADE.
 SS0866'6.6 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0866'AT CASCADE, 62 FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST
 SS0866'151, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 11 1/2 FEET NORTHWEST
 SS0866'AND ACROSS A FENCE FROM THE CENTER LINE OF A TRACK ROAD, 2.3 FEET
 SS0866'NORTHWEST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT
 SS0866'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A STONE POST PROJECTING
 SS0866'0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0665 ***********************************************************************
 SR0665  DESIGNATION -  D 10 I
 SR0665  PID         -  SR0665
 SR0665  STATE/COUNTY-  MT/FERGUS
 SR0665  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0665
 SR0665                         *CURRENT SURVEY CONTROL
 SR0665  ___________________________________________________________________
 SR0665* NAD 83(1986)-  47 26 45.     (N)    109 58 11.     (W)     SCALED    
 SR0665* NAVD 88     -      1081.840  (meters)    3549.34   (feet)  ADJUSTED  
 SR0665  ___________________________________________________________________
 SR0665  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 SR0665  DYNAMIC HT  -        1081.783 (meters)    3549.15  (feet)  COMP
 SR0665  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 SR0665
 SR0665  VERT ORDER  -  SECOND    CLASS 0
 SR0665
 SR0665.The horizontal coordinates were scaled from a topographic map and have
 SR0665.an estimated accuracy of +/- 6 seconds.
 SR0665
 SR0665.The orthometric height was determined by differential leveling
 SR0665.and adjusted by the National Geodetic Survey in June 1991..
 SR0665
 SR0665.The geoid height was determined by GEOID03.
 SR0665
 SR0665.The dynamic height is computed by dividing the NAVD 88
 SR0665.geopotential number by the normal gravity value computed on the
 SR0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0665.degrees latitude (g = 980.6199 gals.).
 SR0665
 SR0665.The modeled gravity was interpolated from observed gravity values.
 SR0665
 SR0665;                    North         East    Units  Estimated Accuracy
 SR0665;SPC MT       -   355,220.      564,590.      MT  (+/- 180 meters Scaled)
 SR0665
 SR0665                          SUPERSEDED SURVEY CONTROL
 SR0665
 SR0665  NGVD 29 (??/??/92) 1080.998  (m)         3546.57   (f) ADJ UNCH    2 0
 SR0665
 SR0665.Superseded values are not recommended for survey control.
 SR0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0665.See file dsdata.txt to determine how the superseded data were derived.
 SR0665
 SR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT776552(NAD 83)
 SR0665_MARKER: DS = TRIANGULATION STATION DISK
 SR0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0665_STAMPING: D 10 I 1961
 SR0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0665+STABILITY: SURFACE MOTION
 SR0665
 SR0665  HISTORY     - Date     Condition        Report By
 SR0665  HISTORY     - 1961     MONUMENTED       CGS
 SR0665
 SR0665                          STATION DESCRIPTION
 SR0665
 SR0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0665'10.8 MI NW FROM DENTON.
 SR0665'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0665'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0665'7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A
 SR0665'GRAVELED ROAD, THENCE 1.2 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0665'0.25 MILE EAST ALONG A GRADED DIRT ROAD, IN SECTION 32, T 20 N, R 14
 SR0665'E, 100 YARDS EAST OF A GROUP OF ABANDONED FARM BUILDINGS, 27 FEET
 SR0665'SOUTH OF THE CENTER LINE OF THE ROAD, 58.5 FEET SOUTH OF AND ACROSS
 SR0665'THE ROAD FROM D 10 I R.M. 1, 34.7 FEET WEST OF D 10 I R.M. 2, 3 1/2
 SR0665'FEET NORTHWEST OF A FENCE CORNER, 3.6 FEET NORTHWEST OF A METAL
 SR0665'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SR0665'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0666 ***********************************************************************
 SR0666  DESIGNATION -  D 10 I RM 2
 SR0666  PID         -  SR0666
 SR0666  STATE/COUNTY-  MT/FERGUS
 SR0666  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0666
 SR0666                         *CURRENT SURVEY CONTROL
 SR0666  ___________________________________________________________________
 SR0666* NAD 83(1986)-  47 26 45.     (N)    109 58 10.     (W)     SCALED    
 SR0666* NAVD 88     -      1081.789  (meters)    3549.17   (feet)  ADJUSTED  
 SR0666  ___________________________________________________________________
 SR0666  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 SR0666  DYNAMIC HT  -        1081.731 (meters)    3548.98  (feet)  COMP
 SR0666  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 SR0666
 SR0666  VERT ORDER  -  SECOND    CLASS 0
 SR0666
 SR0666.The horizontal coordinates were scaled from a topographic map and have
 SR0666.an estimated accuracy of +/- 6 seconds.
 SR0666
 SR0666.The orthometric height was determined by differential leveling
 SR0666.and adjusted by the National Geodetic Survey in June 1991..
 SR0666
 SR0666.The geoid height was determined by GEOID03.
 SR0666
 SR0666.The dynamic height is computed by dividing the NAVD 88
 SR0666.geopotential number by the normal gravity value computed on the
 SR0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0666.degrees latitude (g = 980.6199 gals.).
 SR0666
 SR0666.The modeled gravity was interpolated from observed gravity values.
 SR0666
 SR0666;                    North         East    Units  Estimated Accuracy
 SR0666;SPC MT       -   355,220.      564,620.      MT  (+/- 180 meters Scaled)
 SR0666
 SR0666                          SUPERSEDED SURVEY CONTROL
 SR0666
 SR0666  NGVD 29 (??/??/92) 1080.947  (m)         3546.41   (f) ADJ UNCH    2 0
 SR0666
 SR0666.Superseded values are not recommended for survey control.
 SR0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0666.See file dsdata.txt to determine how the superseded data were derived.
 SR0666
 SR0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT776552(NAD 83)
 SR0666_MARKER: DR = REFERENCE MARK DISK
 SR0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0666_STAMPING: D 10 I NO 2 1961
 SR0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0666+STABILITY: SURFACE MOTION
 SR0666
 SR0666  HISTORY     - Date     Condition        Report By
 SR0666  HISTORY     - 1961     MONUMENTED       CGS
 SR0666
 SR0666                          STATION DESCRIPTION
 SR0666
 SR0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0666'10.8 MI NW FROM DENTON.
 SR0666'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0666'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0666'7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.2 MILES NORTH ALONG A
 SR0666'GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A GRADED DIRT ROAD, IN
 SR0666'SECTION 32, T 20 N, R 14 E, 100 YARDS EAST OF A GROUP OF ABANDONED
 SR0666'FARM BUILDINGS, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 34.7
 SR0666'FEET EAST OF D 10 I 1961, 31.8 FEET EAST OF A FENCE CORNER, 1 1/2 FEET
 SR0666'NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SR0666'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0662 ***********************************************************************
 SR0662  DESIGNATION -  D 10 J
 SR0662  PID         -  SR0662
 SR0662  STATE/COUNTY-  MT/FERGUS
 SR0662  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0662
 SR0662                         *CURRENT SURVEY CONTROL
 SR0662  ___________________________________________________________________
 SR0662* NAD 83(1986)-  47 26 20.     (N)    109 58 28.     (W)     SCALED    
 SR0662* NAVD 88     -      1082.416  (meters)    3551.23   (feet)  ADJUSTED  
 SR0662  ___________________________________________________________________
 SR0662  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SR0662  DYNAMIC HT  -        1082.357 (meters)    3551.03  (feet)  COMP
 SR0662  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 SR0662
 SR0662  VERT ORDER  -  SECOND    CLASS 0
 SR0662
 SR0662.The horizontal coordinates were scaled from a topographic map and have
 SR0662.an estimated accuracy of +/- 6 seconds.
 SR0662
 SR0662.The orthometric height was determined by differential leveling
 SR0662.and adjusted by the National Geodetic Survey in June 1991..
 SR0662
 SR0662.The geoid height was determined by GEOID03.
 SR0662
 SR0662.The dynamic height is computed by dividing the NAVD 88
 SR0662.geopotential number by the normal gravity value computed on the
 SR0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0662.degrees latitude (g = 980.6199 gals.).
 SR0662
 SR0662.The modeled gravity was interpolated from observed gravity values.
 SR0662
 SR0662;                    North         East    Units  Estimated Accuracy
 SR0662;SPC MT       -   354,450.      564,230.      MT  (+/- 180 meters Scaled)
 SR0662
 SR0662                          SUPERSEDED SURVEY CONTROL
 SR0662
 SR0662  NGVD 29 (??/??/92) 1081.573  (m)         3548.46   (f) ADJ UNCH    2 0
 SR0662
 SR0662.Superseded values are not recommended for survey control.
 SR0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0662.See file dsdata.txt to determine how the superseded data were derived.
 SR0662
 SR0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT773544(NAD 83)
 SR0662_MARKER: DS = TRIANGULATION STATION DISK
 SR0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0662_STAMPING: D 10 J 1961
 SR0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0662+STABILITY: SURFACE MOTION
 SR0662
 SR0662  HISTORY     - Date     Condition        Report By
 SR0662  HISTORY     - 1961     MONUMENTED       CGS
 SR0662
 SR0662                          STATION DESCRIPTION
 SR0662
 SR0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0662'10.0 MI NW FROM DENTON.
 SR0662'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0662'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0662'7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A
 SR0662'GRAVELED ROAD, THENCE 0.65 MILE NORTH ALONG A GRAVELED ROAD, IN
 SR0662'SECTION 5, T 19 N, R 14 E, 29 FEET EAST OF THE CENTER LINE OF THE
 SR0662'ROAD, 22.8 FEET SOUTH OF D 10 J R.M. 1, 26.1 FEET NORTH OF D 10 J R.M.
 SR0662'2, 20 FEET NORTH OF A POWER POLE, 4.5 FEET SOUTHWEST OF A METAL
 SR0662'WITNESS POST, 1 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND
 SR0662'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0663 ***********************************************************************
 SR0663  DESIGNATION -  D 10 J RM 1
 SR0663  PID         -  SR0663
 SR0663  STATE/COUNTY-  MT/FERGUS
 SR0663  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0663
 SR0663                         *CURRENT SURVEY CONTROL
 SR0663  ___________________________________________________________________
 SR0663* NAD 83(1986)-  47 26 21.     (N)    109 58 28.     (W)     SCALED    
 SR0663* NAVD 88     -      1082.408  (meters)    3551.20   (feet)  ADJUSTED  
 SR0663  ___________________________________________________________________
 SR0663  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SR0663  DYNAMIC HT  -        1082.348 (meters)    3551.00  (feet)  COMP
 SR0663  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 SR0663
 SR0663  VERT ORDER  -  SECOND    CLASS 0
 SR0663
 SR0663.The horizontal coordinates were scaled from a topographic map and have
 SR0663.an estimated accuracy of +/- 6 seconds.
 SR0663
 SR0663.The orthometric height was determined by differential leveling
 SR0663.and adjusted by the National Geodetic Survey in June 1991..
 SR0663
 SR0663.The geoid height was determined by GEOID03.
 SR0663
 SR0663.The dynamic height is computed by dividing the NAVD 88
 SR0663.geopotential number by the normal gravity value computed on the
 SR0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0663.degrees latitude (g = 980.6199 gals.).
 SR0663
 SR0663.The modeled gravity was interpolated from observed gravity values.
 SR0663
 SR0663;                    North         East    Units  Estimated Accuracy
 SR0663;SPC MT       -   354,480.      564,230.      MT  (+/- 180 meters Scaled)
 SR0663
 SR0663                          SUPERSEDED SURVEY CONTROL
 SR0663
 SR0663  NGVD 29 (??/??/92) 1081.564  (m)         3548.43   (f) ADJ UNCH    2 0
 SR0663
 SR0663.Superseded values are not recommended for survey control.
 SR0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0663.See file dsdata.txt to determine how the superseded data were derived.
 SR0663
 SR0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT773544(NAD 83)
 SR0663_MARKER: DR = REFERENCE MARK DISK
 SR0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0663_STAMPING: D 10 J NO 1 1961
 SR0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0663+STABILITY: SURFACE MOTION
 SR0663
 SR0663  HISTORY     - Date     Condition        Report By
 SR0663  HISTORY     - 1961     MONUMENTED       CGS
 SR0663
 SR0663                          STATION DESCRIPTION
 SR0663
 SR0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0663'10.0 MI NW FROM DENTON.
 SR0663'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0663'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0663'7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A
 SR0663'GRAVELED ROAD, THENCE 0.65 MILE NORTH ALONG A GRAVELED ROAD, IN
 SR0663'SECTION 5, T 19 N, R 14 E, 29 FEET EAST OF THE CENTER LINE OF THE
 SR0663'ROAD, 22.8 FEET NORTH OF D 10 J 1961, 42 FEET NORTH OF A POWER POLE, 1
 SR0663'FOOT WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SR0663'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0661 ***********************************************************************
 SR0661  DESIGNATION -  D 10 J RM 2
 SR0661  PID         -  SR0661
 SR0661  STATE/COUNTY-  MT/FERGUS
 SR0661  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0661
 SR0661                         *CURRENT SURVEY CONTROL
 SR0661  ___________________________________________________________________
 SR0661* NAD 83(1986)-  47 26 19.     (N)    109 58 29.     (W)     SCALED    
 SR0661* NAVD 88     -      1082.262  (meters)    3550.72   (feet)  ADJUSTED  
 SR0661  ___________________________________________________________________
 SR0661  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SR0661  DYNAMIC HT  -        1082.203 (meters)    3550.53  (feet)  COMP
 SR0661  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 SR0661
 SR0661  VERT ORDER  -  SECOND    CLASS 0
 SR0661
 SR0661.The horizontal coordinates were scaled from a topographic map and have
 SR0661.an estimated accuracy of +/- 6 seconds.
 SR0661
 SR0661.The orthometric height was determined by differential leveling
 SR0661.and adjusted by the National Geodetic Survey in June 1991..
 SR0661
 SR0661.The geoid height was determined by GEOID03.
 SR0661
 SR0661.The dynamic height is computed by dividing the NAVD 88
 SR0661.geopotential number by the normal gravity value computed on the
 SR0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0661.degrees latitude (g = 980.6199 gals.).
 SR0661
 SR0661.The modeled gravity was interpolated from observed gravity values.
 SR0661
 SR0661;                    North         East    Units  Estimated Accuracy
 SR0661;SPC MT       -   354,420.      564,210.      MT  (+/- 180 meters Scaled)
 SR0661
 SR0661                          SUPERSEDED SURVEY CONTROL
 SR0661
 SR0661  NGVD 29 (??/??/92) 1081.418  (m)         3547.95   (f) ADJ UNCH    2 0
 SR0661
 SR0661.Superseded values are not recommended for survey control.
 SR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0661.See file dsdata.txt to determine how the superseded data were derived.
 SR0661
 SR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT773544(NAD 83)
 SR0661_MARKER: DR = REFERENCE MARK DISK
 SR0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0661_STAMPING: D 10 J NO 2 1961
 SR0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0661+STABILITY: SURFACE MOTION
 SR0661
 SR0661  HISTORY     - Date     Condition        Report By
 SR0661  HISTORY     - 1961     MONUMENTED       CGS
 SR0661
 SR0661                          STATION DESCRIPTION
 SR0661
 SR0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0661'10.0 MI NW FROM DENTON.
 SR0661'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0661'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0661'7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A
 SR0661'GRAVELED ROAD, THENCE 0.65 MILE NORTH ALONG A GRAVELED ROAD, IN
 SR0661'SECTION 5, T 19 N, R 14 E, 29 FEET EAST OF THE CENTER LINE OF THE
 SR0661'ROAD, 26.1 FEET SOUTH OF D 10 J 1961, 6 FEET SOUTH OF A POWER POLE,
 SR0661'30.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0661'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0415 ***********************************************************************
 ST0415  DESIGNATION -  D 100
 ST0415  PID         -  ST0415
 ST0415  STATE/COUNTY-  MT/MISSOULA
 ST0415  USGS QUAD   -  SALMON LAKE (1965)
 ST0415
 ST0415                         *CURRENT SURVEY CONTROL
 ST0415  ___________________________________________________________________
 ST0415* NAD 83(1986)-  47 03 59.     (N)    113 23 24.     (W)     SCALED    
 ST0415* NAVD 88     -      1198.091  (meters)    3930.74   (feet)  ADJUSTED  
 ST0415  ___________________________________________________________________
 ST0415  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 ST0415  DYNAMIC HT  -        1197.883 (meters)    3930.05  (feet)  COMP
 ST0415  MODELED GRAV-     980,399.2   (mgal)                       NAVD 88
 ST0415
 ST0415  VERT ORDER  -  SECOND    CLASS 0
 ST0415
 ST0415.The horizontal coordinates were scaled from a topographic map and have
 ST0415.an estimated accuracy of +/- 6 seconds.
 ST0415
 ST0415.The orthometric height was determined by differential leveling
 ST0415.and adjusted by the National Geodetic Survey in June 1991..
 ST0415
 ST0415.The geoid height was determined by GEOID03.
 ST0415
 ST0415.The dynamic height is computed by dividing the NAVD 88
 ST0415.geopotential number by the normal gravity value computed on the
 ST0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0415.degrees latitude (g = 980.6199 gals.).
 ST0415
 ST0415.The modeled gravity was interpolated from observed gravity values.
 ST0415
 ST0415;                    North         East    Units  Estimated Accuracy
 ST0415;SPC MT       -   320,290.      304,810.      MT  (+/- 180 meters Scaled)
 ST0415
 ST0415                          SUPERSEDED SURVEY CONTROL
 ST0415
 ST0415  NGVD 29 (??/??/92) 1196.962  (m)         3927.03   (f) ADJ UNCH    2 0
 ST0415
 ST0415.Superseded values are not recommended for survey control.
 ST0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0415.See file dsdata.txt to determine how the superseded data were derived.
 ST0415
 ST0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT185153(NAD 83)
 ST0415_MARKER: DB = BENCH MARK DISK
 ST0415_SETTING: 80 = SET IN A BOULDER
 ST0415_SP_SET: BOULDER
 ST0415_STAMPING: D 100 1934
 ST0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0415+STABILITY: SURFACE MOTION
 ST0415
 ST0415  HISTORY     - Date     Condition        Report By
 ST0415  HISTORY     - 1934     MONUMENTED       CGS
 ST0415  HISTORY     - 1965     GOOD             USGS
 ST0415
 ST0415                          STATION DESCRIPTION
 ST0415
 ST0415'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0415'12.4 MI N FROM GREENOUGH.
 ST0415'12.4 MILES NORTH ALONG STATE HIGHWAY 31 FROM GREENOUGH, 10.1 MILES
 ST0415'SOUTH ALONG STATE HIGHWAY 209 FROM POST OFFICE AT SEELEY LAKE, 0.25
 ST0415'SOUTHWEST OF DRIVE LEADING TO THE COVE AT LOWER END OF SALMON LAKE, 42
 ST0415'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, IN A 6 FOOT BY 5 FOOT
 ST0415'BOULDER, AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.  A STANDARD DISK,
 ST0415'STAMPED D 100 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0696 ***********************************************************************
 RX0696  DESIGNATION -  D 101
 RX0696  PID         -  RX0696
 RX0696  STATE/COUNTY-  MT/MISSOULA
 RX0696  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0696
 RX0696                         *CURRENT SURVEY CONTROL
 RX0696  ___________________________________________________________________
 RX0696* NAD 83(1986)-  46 52 24.     (N)    113 54 21.     (W)     SCALED    
 RX0696* NAVD 88     -       996.670  (meters)    3269.91   (feet)  ADJUSTED  
 RX0696  ___________________________________________________________________
 RX0696  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 RX0696  DYNAMIC HT  -         996.517 (meters)    3269.41  (feet)  COMP
 RX0696  MODELED GRAV-     980,427.0   (mgal)                       NAVD 88
 RX0696
 RX0696  VERT ORDER  -  FIRST     CLASS II
 RX0696
 RX0696.The horizontal coordinates were scaled from a topographic map and have
 RX0696.an estimated accuracy of +/- 6 seconds.
 RX0696
 RX0696.The orthometric height was determined by differential leveling
 RX0696.and adjusted by the National Geodetic Survey in June 1991..
 RX0696
 RX0696.The geoid height was determined by GEOID03.
 RX0696
 RX0696.The dynamic height is computed by dividing the NAVD 88
 RX0696.geopotential number by the normal gravity value computed on the
 RX0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0696.degrees latitude (g = 980.6199 gals.).
 RX0696
 RX0696.The modeled gravity was interpolated from observed gravity values.
 RX0696
 RX0696;                    North         East    Units  Estimated Accuracy
 RX0696;SPC MT       -   300,940.      264,500.      MT  (+/- 180 meters Scaled)
 RX0696
 RX0696                          SUPERSEDED SURVEY CONTROL
 RX0696
 RX0696  NGVD 29 (??/??/92)  995.595  (m)         3266.38   (f) ADJ UNCH    1 2
 RX0696
 RX0696.Superseded values are not recommended for survey control.
 RX0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0696.See file dsdata.txt to determine how the superseded data were derived.
 RX0696
 RX0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS785951(NAD 83)
 RX0696_MARKER: DB = BENCH MARK DISK
 RX0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0696_STAMPING: D 101 1934
 RX0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0696+STABILITY: SURFACE MOTION
 RX0696
 RX0696  HISTORY     - Date     Condition        Report By
 RX0696  HISTORY     - 1934     MONUMENTED       CGS
 RX0696  HISTORY     - 1959     GOOD             NGS
 RX0696
 RX0696                          STATION DESCRIPTION
 RX0696
 RX0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0696'1.7 MI W FROM BONNER.
 RX0696'ABOUT 1.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0696'STATION AT BONNER, 10 RAILS EAST OF A ROAD CROSSING, IN SECTION 20, T
 RX0696'13 N, R 18 W, 85 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 69
 RX0696'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE CHICAGO,
 RX0696'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 61 FEET SOUTH OF A POWER
 RX0696'POLE SUPPORTING A TELEPHONE BOX, 43 FEET SOUTHWEST OF A TELEPHONE
 RX0696'POLE, 2 FEET NORTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST FLUSH
 RX0696'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0293 ***********************************************************************
 SU0293  DESIGNATION -  D 102
 SU0293  PID         -  SU0293
 SU0293  STATE/COUNTY-  MT/SANDERS
 SU0293  USGS QUAD   -  IRVINE LOOKOUT TOWER (1964)
 SU0293
 SU0293                         *CURRENT SURVEY CONTROL
 SU0293  ___________________________________________________________________
 SU0293* NAD 83(1986)-  47 49 06.     (N)    114 29 48.     (W)     SCALED    
 SU0293* NAVD 88     -       943.971  (meters)    3097.01   (feet)  ADJUSTED  
 SU0293  ___________________________________________________________________
 SU0293  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 SU0293  DYNAMIC HT  -         943.919 (meters)    3096.84  (feet)  COMP
 SU0293  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 SU0293
 SU0293  VERT ORDER  -  SECOND    CLASS 0
 SU0293
 SU0293.The horizontal coordinates were scaled from a topographic map and have
 SU0293.an estimated accuracy of +/- 6 seconds.
 SU0293
 SU0293.The orthometric height was determined by differential leveling
 SU0293.and adjusted by the National Geodetic Survey in June 1991..
 SU0293
 SU0293.The geoid height was determined by GEOID03.
 SU0293
 SU0293.The dynamic height is computed by dividing the NAVD 88
 SU0293.geopotential number by the normal gravity value computed on the
 SU0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0293.degrees latitude (g = 980.6199 gals.).
 SU0293
 SU0293.The modeled gravity was interpolated from observed gravity values.
 SU0293
 SU0293;                    North         East    Units  Estimated Accuracy
 SU0293;SPC MT       -   408,430.      226,260.      MT  (+/- 180 meters Scaled)
 SU0293
 SU0293                          SUPERSEDED SURVEY CONTROL
 SU0293
 SU0293  NGVD 29 (??/??/92)  942.830  (m)         3093.27   (f) ADJ UNCH    2 0
 SU0293
 SU0293.Superseded values are not recommended for survey control.
 SU0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0293.See file dsdata.txt to determine how the superseded data were derived.
 SU0293
 SU0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN873991(NAD 83)
 SU0293_MARKER: DB = BENCH MARK DISK
 SU0293_SETTING: 66 = SET IN ROCK OUTCROP
 SU0293_SP_SET: ROCK
 SU0293_STAMPING: D 102 1934
 SU0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0293+STABILITY: POSITION/ELEVATION WELL
 SU0293
 SU0293  HISTORY     - Date     Condition        Report By
 SU0293  HISTORY     - 1934     MONUMENTED       CGS
 SU0293
 SU0293                          STATION DESCRIPTION
 SU0293
 SU0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SU0293'7.6 MI E FROM NIARADA.
 SU0293'IN FLATHEAD COUNTY, 7.6 MILES EAST ALONG THE 1934 ROUTE OF STATE
 SU0293'HIGHWAY 28 FROM NIARADA, SANDERS COUNTY, 36 YARDS SOUTH OF THE
 SU0293'CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK.  A STANDARD DISK,
 SU0293'STAMPED D 102 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0283 ***********************************************************************
 QX0283  DESIGNATION -  D 103
 QX0283  PID         -  QX0283
 QX0283  STATE/COUNTY-  MT/GALLATIN
 QX0283  USGS QUAD   -  HIDDEN LAKE (1988)
 QX0283
 QX0283                         *CURRENT SURVEY CONTROL
 QX0283  ___________________________________________________________________
 QX0283* NAD 83(1986)-  45 20 14.     (N)    111 10 14.     (W)     SCALED    
 QX0283* NAVD 88     -      1755.014  (meters)    5757.91   (feet)  POSTED    
 QX0283  ___________________________________________________________________
 QX0283  GEOID HEIGHT-          -9.21  (meters)                     GEOID03
 QX0283  DYNAMIC HT  -        1754.200 (meters)    5755.24  (feet)  COMP
 QX0283  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 QX0283
 QX0283  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QX0283
 QX0283.The horizontal coordinates were scaled from a topographic map and have
 QX0283.an estimated accuracy of +/- 6 seconds.
 QX0283
 QX0283.The orthometric height was determined by differential leveling
 QX0283.and adjusted by the National Geodetic Survey in 1992..
 QX0283.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QX0283.rate of 4.1 thru 8.0 mm/km.
 QX0283
 QX0283.The geoid height was determined by GEOID03.
 QX0283
 QX0283.The dynamic height is computed by dividing the NAVD 88
 QX0283.geopotential number by the normal gravity value computed on the
 QX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0283.degrees latitude (g = 980.6199 gals.).
 QX0283
 QX0283.The modeled gravity was interpolated from observed gravity values.
 QX0283
 QX0283;                    North         East    Units  Estimated Accuracy
 QX0283;SPC MT       -   122,230.      469,090.      MT  (+/- 180 meters Scaled)
 QX0283
 QX0283                          SUPERSEDED SURVEY CONTROL
 QX0283
 QX0283  NGVD 29 (??/??/92) 1753.60   (m)         5753.3    (f) COMPUTED    2 0
 QX0283
 QX0283.Superseded values are not recommended for survey control.
 QX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0283.See file dsdata.txt to determine how the superseded data were derived.
 QX0283
 QX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR866204(NAD 83)
 QX0283_MARKER: DB = BENCH MARK DISK
 QX0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0283_STAMPING: D 103 1934
 QX0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0283+STABILITY: SURFACE MOTION
 QX0283
 QX0283  HISTORY     - Date     Condition        Report By
 QX0283  HISTORY     - 1934     MONUMENTED       CGS
 QX0283  HISTORY     - 1960     MARK NOT FOUND   NGS
 QX0283
 QX0283                          STATION DESCRIPTION
 QX0283
 QX0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0283'0.7 MI S FROM KARST CAMP.
 QX0283'0.7 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM KARSTS CAMP, GALLATIN
 QX0283'COUNTY, 45 FEET SOUTH OF THE ENTRANCE TO A GRAVEL PIT, AND 29 FEET
 QX0283'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 103
 QX0283'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0284 ***********************************************************************
 QX0284  DESIGNATION -  D 103 RESET
 QX0284  PID         -  QX0284
 QX0284  STATE/COUNTY-  MT/GALLATIN
 QX0284  USGS QUAD   -  HIDDEN LAKE (1988)
 QX0284
 QX0284                         *CURRENT SURVEY CONTROL
 QX0284  ___________________________________________________________________
 QX0284* NAD 83(1986)-  45 20 14.     (N)    111 10 15.     (W)     SCALED    
 QX0284* NAVD 88     -      1755.116  (meters)    5758.24   (feet)  ADJUSTED  
 QX0284  ___________________________________________________________________
 QX0284  GEOID HEIGHT-          -9.21  (meters)                     GEOID03
 QX0284  DYNAMIC HT  -        1754.308 (meters)    5755.59  (feet)  COMP
 QX0284  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 QX0284
 QX0284  VERT ORDER  -  FIRST     CLASS II
 QX0284
 QX0284.The horizontal coordinates were scaled from a topographic map and have
 QX0284.an estimated accuracy of +/- 6 seconds.
 QX0284
 QX0284.The orthometric height was determined by differential leveling
 QX0284.and adjusted by the National Geodetic Survey in June 1991..
 QX0284
 QX0284.The geoid height was determined by GEOID03.
 QX0284
 QX0284.The dynamic height is computed by dividing the NAVD 88
 QX0284.geopotential number by the normal gravity value computed on the
 QX0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0284.degrees latitude (g = 980.6199 gals.).
 QX0284
 QX0284.The modeled gravity was interpolated from observed gravity values.
 QX0284
 QX0284;                    North         East    Units  Estimated Accuracy
 QX0284;SPC MT       -   122,240.      469,070.      MT  (+/- 180 meters Scaled)
 QX0284
 QX0284                          SUPERSEDED SURVEY CONTROL
 QX0284
 QX0284  NGVD 29 (??/??/92) 1753.71   (m)         5753.6    (f) COMPUTED    1 2
 QX0284
 QX0284.Superseded values are not recommended for survey control.
 QX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0284.See file dsdata.txt to determine how the superseded data were derived.
 QX0284
 QX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR866204(NAD 83)
 QX0284_MARKER: DB = BENCH MARK DISK
 QX0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0284_STAMPING: D 103 RESET 1953
 QX0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0284+STABILITY: SURFACE MOTION
 QX0284
 QX0284  HISTORY     - Date     Condition        Report By
 QX0284  HISTORY     - 1953     MONUMENTED       MTDH
 QX0284  HISTORY     - 1960     GOOD             NGS
 QX0284
 QX0284                          STATION DESCRIPTION
 QX0284
 QX0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0284'0.45 MI S FROM KARST RANCH.
 QX0284'ABOUT 0.45 MILE SOUTH ALONG U. S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0284'STATION AT KARST RANCH, IN SECTION 1, T 6 S, R 4 E, 60 FEET EAST OF
 QX0284'THE CENTER LINE OF THE HIGHWAY, 100 YARDS SOUTHEAST AND ACROSS THE
 QX0284'HIGHWAY FROM A HIGHWAY DEPARTMENT GRAVEL STOCK PILE, 58 FEET SOUTH OF
 QX0284'RIGHT OF WAY MARK NUMBER 220, 43 FEET SOUTH OF A TELEPHONE POLE, 1.0
 QX0284'FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 QX0284'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0377 ***********************************************************************
 PY0377  DESIGNATION -  D 105
 PY0377  PID         -  PY0377
 PY0377  STATE/COUNTY-  MT/GALLATIN
 PY0377  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0377
 PY0377                         *CURRENT SURVEY CONTROL
 PY0377  ___________________________________________________________________
 PY0377* NAD 83(1986)-  44 39 47.     (N)    111 06 48.     (W)     SCALED    
 PY0377* NAVD 88     -      2030.238  (meters)    6660.87   (feet)  ADJUSTED  
 PY0377  ___________________________________________________________________
 PY0377  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0377  DYNAMIC HT  -        2029.093 (meters)    6657.12  (feet)  COMP
 PY0377  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 PY0377
 PY0377  VERT ORDER  -  FIRST     CLASS II
 PY0377
 PY0377.This mark is at Yellowstone Airport (WYS)
 PY0377
 PY0377.The horizontal coordinates were scaled from a topographic map and have
 PY0377.an estimated accuracy of +/- 6 seconds.
 PY0377
 PY0377.The orthometric height was determined by differential leveling
 PY0377.and adjusted by the National Geodetic Survey in June 1991..
 PY0377
 PY0377.The geoid height was determined by GEOID03.
 PY0377
 PY0377.The dynamic height is computed by dividing the NAVD 88
 PY0377.geopotential number by the normal gravity value computed on the
 PY0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0377.degrees latitude (g = 980.6199 gals.).
 PY0377
 PY0377.The modeled gravity was interpolated from observed gravity values.
 PY0377
 PY0377;                    North         East    Units  Estimated Accuracy
 PY0377;SPC MT       -    47,230.      472,030.      MT  (+/- 180 meters Scaled)
 PY0377
 PY0377                          SUPERSEDED SURVEY CONTROL
 PY0377
 PY0377  NGVD 29 (08/20/92) 2028.994  (m)         6656.79   (f) ADJUSTED    1 2
 PY0377
 PY0377.Superseded values are not recommended for survey control.
 PY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0377.See file dsdata.txt to determine how the superseded data were derived.
 PY0377
 PY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ910455(NAD 83)
 PY0377_MARKER: DB = BENCH MARK DISK
 PY0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0377_SP_SET: FOUNDATION
 PY0377_STAMPING: D 105 1960
 PY0377_MARK LOGO: CGS   
 PY0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0377
 PY0377  HISTORY     - Date     Condition        Report By
 PY0377  HISTORY     - 1960     MONUMENTED       CGS
 PY0377  HISTORY     - 1983     GOOD             NGS
 PY0377  HISTORY     - 20040422 MARK NOT FOUND   USPSQD
 PY0377
 PY0377                          STATION DESCRIPTION
 PY0377
 PY0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0377'1.1 MI NW FROM WEST YELLOWSTONE.
 PY0377'0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 PY0377'WEST YELLOWSTONE, THENCE 0.3 MILE NORTH ALONG IRIS STREET, AT WEST
 PY0377'YELLOWSTONE AIRPORT, EAST AND ACROSS THE STREET FROM THE EAST END OF
 PY0377'THE RUNWAY, IN THE TOP AND 3 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 PY0377'THE CONCRETE FOUNDATION FOR THE WEST ONE OF THREE TANKS AT THE TEXACO
 PY0377'BULK PLANT, 71 FEET EAST OF THE CENTER LINE OF THE STREET, 39 FEET
 PY0377'SOUTH OF THE CENTER LINE OF FIREHOLE AVENUE, ABOUT 6 INCHES HIGHER
 PY0377'THAN THE GROUND, AND ABOUT LEVEL WITH THE STREET AND THE AVENUE.
 PY0377
 PY0377                          STATION RECOVERY (1983)
 PY0377
 PY0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0377'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 PY0377'THE FOLLOWING EXCEPTION, THE UNION PACIFIC RAILROAD STATION IS NOW THE
 PY0377'MUSEUM OF THE YELLOWSTONE.
 PY0377
 PY0377                          STATION RECOVERY (2004)
 PY0377
 PY0377'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 PY0377'MARK NOT FOUND.  IT APPEARS THE TANKS AND FOUNDATIONS HAVE BEEN
 PY0377'REMOVED, BUT COULDN'T VERIFY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0689 ***********************************************************************
 SR0689  DESIGNATION -  D 11 G
 SR0689  PID         -  SR0689
 SR0689  STATE/COUNTY-  MT/FERGUS
 SR0689  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0689
 SR0689                         *CURRENT SURVEY CONTROL
 SR0689  ___________________________________________________________________
 SR0689* NAD 83(1986)-  47 28 06.     (N)    109 49 02.     (W)     SCALED    
 SR0689* NAVD 88     -      1111.792  (meters)    3647.60   (feet)  ADJUSTED  
 SR0689  ___________________________________________________________________
 SR0689  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 SR0689  DYNAMIC HT  -        1111.727 (meters)    3647.39  (feet)  COMP
 SR0689  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 SR0689
 SR0689  VERT ORDER  -  SECOND    CLASS 0
 SR0689
 SR0689.The horizontal coordinates were scaled from a topographic map and have
 SR0689.an estimated accuracy of +/- 6 seconds.
 SR0689
 SR0689.The orthometric height was determined by differential leveling
 SR0689.and adjusted by the National Geodetic Survey in June 1991..
 SR0689
 SR0689.The geoid height was determined by GEOID03.
 SR0689
 SR0689.The dynamic height is computed by dividing the NAVD 88
 SR0689.geopotential number by the normal gravity value computed on the
 SR0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0689.degrees latitude (g = 980.6199 gals.).
 SR0689
 SR0689.The modeled gravity was interpolated from observed gravity values.
 SR0689
 SR0689;                    North         East    Units  Estimated Accuracy
 SR0689;SPC MT       -   357,660.      576,100.      MT  (+/- 180 meters Scaled)
 SR0689
 SR0689                          SUPERSEDED SURVEY CONTROL
 SR0689
 SR0689  NGVD 29 (??/??/92) 1110.950  (m)         3644.84   (f) ADJ UNCH    2 0
 SR0689
 SR0689.Superseded values are not recommended for survey control.
 SR0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0689.See file dsdata.txt to determine how the superseded data were derived.
 SR0689
 SR0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT891578(NAD 83)
 SR0689_MARKER: DS = TRIANGULATION STATION DISK
 SR0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0689_STAMPING: D 11 G 1961
 SR0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0689+STABILITY: SURFACE MOTION
 SR0689
 SR0689  HISTORY     - Date     Condition        Report By
 SR0689  HISTORY     - 1961     MONUMENTED       CGS
 SR0689
 SR0689                          STATION DESCRIPTION
 SR0689
 SR0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0689'17.4 MI NE FROM DENTON.
 SR0689'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0689'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0689'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0689'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0689'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0689'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 8.3 MILES NORTH
 SR0689'ALONG A GRAVELED ROAD, IN SECTION 28, T 20 N, R 15 E, 0.65 MILE EAST
 SR0689'OF A SHARP CURVE IN THE ROAD AND A GROUP OF FARM BUILDINGS, 30 FEET
 SR0689'SOUTH OF THE CENTER LINE OF THE ROAD, 31.0 FEET EAST OF D 11 G R.M. 2,
 SR0689'31.3 FEET WEST OF D 11 G R.M. 1, 10 FEET NORTHWEST OF A POWER POLE, 3
 SR0689'FEET NORTH OF A FENCE, 3.3 FEET NORTH OF A METAL WITNESS POST, ABOUT
 SR0689'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SR0689'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0690 ***********************************************************************
 SR0690  DESIGNATION -  D 11 G RM 1
 SR0690  PID         -  SR0690
 SR0690  STATE/COUNTY-  MT/FERGUS
 SR0690  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0690
 SR0690                         *CURRENT SURVEY CONTROL
 SR0690  ___________________________________________________________________
 SR0690* NAD 83(1986)-  47 28 06.     (N)    109 49 00.     (W)     SCALED    
 SR0690* NAVD 88     -      1111.744  (meters)    3647.45   (feet)  ADJUSTED  
 SR0690  ___________________________________________________________________
 SR0690  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 SR0690  DYNAMIC HT  -        1111.680 (meters)    3647.24  (feet)  COMP
 SR0690  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 SR0690
 SR0690  VERT ORDER  -  SECOND    CLASS 0
 SR0690
 SR0690.The horizontal coordinates were scaled from a topographic map and have
 SR0690.an estimated accuracy of +/- 6 seconds.
 SR0690
 SR0690.The orthometric height was determined by differential leveling
 SR0690.and adjusted by the National Geodetic Survey in June 1991..
 SR0690
 SR0690.The geoid height was determined by GEOID03.
 SR0690
 SR0690.The dynamic height is computed by dividing the NAVD 88
 SR0690.geopotential number by the normal gravity value computed on the
 SR0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0690.degrees latitude (g = 980.6199 gals.).
 SR0690
 SR0690.The modeled gravity was interpolated from observed gravity values.
 SR0690
 SR0690;                    North         East    Units  Estimated Accuracy
 SR0690;SPC MT       -   357,660.      576,140.      MT  (+/- 180 meters Scaled)
 SR0690
 SR0690                          SUPERSEDED SURVEY CONTROL
 SR0690
 SR0690  NGVD 29 (??/??/92) 1110.903  (m)         3644.69   (f) ADJ UNCH    2 0
 SR0690
 SR0690.Superseded values are not recommended for survey control.
 SR0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0690.See file dsdata.txt to determine how the superseded data were derived.
 SR0690
 SR0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT891578(NAD 83)
 SR0690_MARKER: DR = REFERENCE MARK DISK
 SR0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0690_STAMPING: D 11 G NO 1 1961
 SR0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0690+STABILITY: SURFACE MOTION
 SR0690
 SR0690  HISTORY     - Date     Condition        Report By
 SR0690  HISTORY     - 1961     MONUMENTED       CGS
 SR0690
 SR0690                          STATION DESCRIPTION
 SR0690
 SR0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0690'17.4 MI NE FROM DENTON.
 SR0690'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0690'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0690'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0690'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0690'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0690'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 8.3 MILES NORTH
 SR0690'ALONG A GRAVELED ROAD, IN SECTION 28, T 20 N, R 15 E, 0.65 MILE EAST
 SR0690'OF A SHARP CURVE IN THE ROAD AND A GROUP OF FARM BUILDINGS, 31 FEET
 SR0690'SOUTH OF THE CENTER LINE OF THE ROAD, 31.3 FEET EAST OF D 11 G 1961, 2
 SR0690'FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SR0690'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0688 ***********************************************************************
 SR0688  DESIGNATION -  D 11 G RM 2
 SR0688  PID         -  SR0688
 SR0688  STATE/COUNTY-  MT/FERGUS
 SR0688  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0688
 SR0688                         *CURRENT SURVEY CONTROL
 SR0688  ___________________________________________________________________
 SR0688* NAD 83(1986)-  47 28 06.     (N)    109 49 03.     (W)     SCALED    
 SR0688* NAVD 88     -      1111.780  (meters)    3647.56   (feet)  ADJUSTED  
 SR0688  ___________________________________________________________________
 SR0688  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 SR0688  DYNAMIC HT  -        1111.715 (meters)    3647.35  (feet)  COMP
 SR0688  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 SR0688
 SR0688  VERT ORDER  -  SECOND    CLASS 0
 SR0688
 SR0688.The horizontal coordinates were scaled from a topographic map and have
 SR0688.an estimated accuracy of +/- 6 seconds.
 SR0688
 SR0688.The orthometric height was determined by differential leveling
 SR0688.and adjusted by the National Geodetic Survey in June 1991..
 SR0688
 SR0688.The geoid height was determined by GEOID03.
 SR0688
 SR0688.The dynamic height is computed by dividing the NAVD 88
 SR0688.geopotential number by the normal gravity value computed on the
 SR0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0688.degrees latitude (g = 980.6199 gals.).
 SR0688
 SR0688.The modeled gravity was interpolated from observed gravity values.
 SR0688
 SR0688;                    North         East    Units  Estimated Accuracy
 SR0688;SPC MT       -   357,660.      576,080.      MT  (+/- 180 meters Scaled)
 SR0688
 SR0688                          SUPERSEDED SURVEY CONTROL
 SR0688
 SR0688  NGVD 29 (??/??/92) 1110.938  (m)         3644.80   (f) ADJ UNCH    2 0
 SR0688
 SR0688.Superseded values are not recommended for survey control.
 SR0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0688.See file dsdata.txt to determine how the superseded data were derived.
 SR0688
 SR0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT891578(NAD 83)
 SR0688_MARKER: DR = REFERENCE MARK DISK
 SR0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0688_STAMPING: D 11 G NO 2 1961
 SR0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0688+STABILITY: SURFACE MOTION
 SR0688
 SR0688  HISTORY     - Date     Condition        Report By
 SR0688  HISTORY     - 1961     MONUMENTED       CGS
 SR0688
 SR0688                          STATION DESCRIPTION
 SR0688
 SR0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0688'17.4 MI NE FROM DENTON.
 SR0688'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0688'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0688'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0688'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0688'MILES EAST ALONG A GRADED DIRT ROAD AND A GRAVELED ROAD, THENCE 1.0
 SR0688'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 8.3 MILES NORTH
 SR0688'ALONG A GRAVELED ROAD, IN SECTION 28, T 20 N, R 15 E.  0.65 MILE EAST
 SR0688'OF A SHARP CURVE IN THE ROAD AND GROUP OF FARM BUILDINGS, 32 FEET
 SR0688'SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET WEST OF D 11 G 1961, 1
 SR0688'1/2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SR0688'PROJECTING 1 INCH, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0686 ***********************************************************************
 SR0686  DESIGNATION -  D 11 H
 SR0686  PID         -  SR0686
 SR0686  STATE/COUNTY-  MT/FERGUS
 SR0686  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0686
 SR0686                         *CURRENT SURVEY CONTROL
 SR0686  ___________________________________________________________________
 SR0686* NAD 83(1986)-  47 28 15.     (N)    109 49 27.     (W)     SCALED    
 SR0686* NAVD 88     -      1111.407  (meters)    3646.34   (feet)  ADJUSTED  
 SR0686  ___________________________________________________________________
 SR0686  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 SR0686  DYNAMIC HT  -        1111.342 (meters)    3646.13  (feet)  COMP
 SR0686  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 SR0686
 SR0686  VERT ORDER  -  SECOND    CLASS 0
 SR0686
 SR0686.The horizontal coordinates were scaled from a topographic map and have
 SR0686.an estimated accuracy of +/- 6 seconds.
 SR0686
 SR0686.The orthometric height was determined by differential leveling
 SR0686.and adjusted by the National Geodetic Survey in June 1991..
 SR0686
 SR0686.The geoid height was determined by GEOID03.
 SR0686
 SR0686.The dynamic height is computed by dividing the NAVD 88
 SR0686.geopotential number by the normal gravity value computed on the
 SR0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0686.degrees latitude (g = 980.6199 gals.).
 SR0686
 SR0686.The modeled gravity was interpolated from observed gravity values.
 SR0686
 SR0686;                    North         East    Units  Estimated Accuracy
 SR0686;SPC MT       -   357,940.      575,580.      MT  (+/- 180 meters Scaled)
 SR0686
 SR0686                          SUPERSEDED SURVEY CONTROL
 SR0686
 SR0686  NGVD 29 (??/??/92) 1110.565  (m)         3643.58   (f) ADJ UNCH    2 0
 SR0686
 SR0686.Superseded values are not recommended for survey control.
 SR0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0686.See file dsdata.txt to determine how the superseded data were derived.
 SR0686
 SR0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT886581(NAD 83)
 SR0686_MARKER: DS = TRIANGULATION STATION DISK
 SR0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0686_STAMPING: D 11 H 1961
 SR0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0686+STABILITY: SURFACE MOTION
 SR0686
 SR0686  HISTORY     - Date     Condition        Report By
 SR0686  HISTORY     - 1961     MONUMENTED       CGS
 SR0686
 SR0686                          STATION DESCRIPTION
 SR0686
 SR0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0686'17.2 MI NE FROM DENTON.
 SR0686'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0686'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0686'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0686'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0686'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0686'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 7.9 MILES NORTH
 SR0686'ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH-NORTHEAST ACROSS A NARROW
 SR0686'STRIP OF LAND BETWEEN TWO CULTIVATED FIELDS, IN SECTION 28, T 20 N, R
 SR0686'15 E, 31 FEET WEST OF THE EAST EDGE OF THE STRIP OF LAND, 34.8 FEET
 SR0686'NORTHEAST OF D 11 H R.M. 1, 34.1 FEET SOUTHEAST OF D 11 H R.M. 2, AND
 SR0686'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0685 ***********************************************************************
 SR0685  DESIGNATION -  D 11 H RM 1
 SR0685  PID         -  SR0685
 SR0685  STATE/COUNTY-  MT/FERGUS
 SR0685  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0685
 SR0685                         *CURRENT SURVEY CONTROL
 SR0685  ___________________________________________________________________
 SR0685* NAD 83(1986)-  47 28 15.     (N)    109 49 28.     (W)     SCALED    
 SR0685* NAVD 88     -      1111.292  (meters)    3645.96   (feet)  ADJUSTED  
 SR0685  ___________________________________________________________________
 SR0685  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 SR0685  DYNAMIC HT  -        1111.227 (meters)    3645.75  (feet)  COMP
 SR0685  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 SR0685
 SR0685  VERT ORDER  -  SECOND    CLASS 0
 SR0685
 SR0685.The horizontal coordinates were scaled from a topographic map and have
 SR0685.an estimated accuracy of +/- 6 seconds.
 SR0685
 SR0685.The orthometric height was determined by differential leveling
 SR0685.and adjusted by the National Geodetic Survey in June 1991..
 SR0685
 SR0685.The geoid height was determined by GEOID03.
 SR0685
 SR0685.The dynamic height is computed by dividing the NAVD 88
 SR0685.geopotential number by the normal gravity value computed on the
 SR0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0685.degrees latitude (g = 980.6199 gals.).
 SR0685
 SR0685.The modeled gravity was interpolated from observed gravity values.
 SR0685
 SR0685;                    North         East    Units  Estimated Accuracy
 SR0685;SPC MT       -   357,940.      575,560.      MT  (+/- 180 meters Scaled)
 SR0685
 SR0685                          SUPERSEDED SURVEY CONTROL
 SR0685
 SR0685  NGVD 29 (??/??/92) 1110.450  (m)         3643.20   (f) ADJ UNCH    2 0
 SR0685
 SR0685.Superseded values are not recommended for survey control.
 SR0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0685.See file dsdata.txt to determine how the superseded data were derived.
 SR0685
 SR0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT885581(NAD 83)
 SR0685_MARKER: DR = REFERENCE MARK DISK
 SR0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0685_STAMPING: D 11 H NO 1 1961
 SR0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0685+STABILITY: SURFACE MOTION
 SR0685
 SR0685  HISTORY     - Date     Condition        Report By
 SR0685  HISTORY     - 1961     MONUMENTED       CGS
 SR0685
 SR0685                          STATION DESCRIPTION
 SR0685
 SR0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0685'17.2 MI NE FROM DENTON.
 SR0685'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0685'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0685'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0685'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0685'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0685'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 7.9 MILES NORTH
 SR0685'ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH-NORTHEAST ACROSS A NARROW
 SR0685'STRIP OF LAND BETWEEN TWO CULTIVATED FIELDS, IN SECTION 28, T 20 N, R
 SR0685'15 E, 56 FEET WEST OF THE EAST EDGE OF THE STRIP OF LAND, 34.8 FEET
 SR0685'SOUTHWEST OF D 11 H 1961 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SR0685'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0687 ***********************************************************************
 SR0687  DESIGNATION -  D 11 H RM 2
 SR0687  PID         -  SR0687
 SR0687  STATE/COUNTY-  MT/FERGUS
 SR0687  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0687
 SR0687                         *CURRENT SURVEY CONTROL
 SR0687  ___________________________________________________________________
 SR0687* NAD 83(1986)-  47 28 16.     (N)    109 49 29.     (W)     SCALED    
 SR0687* NAVD 88     -      1111.407  (meters)    3646.34   (feet)  ADJUSTED  
 SR0687  ___________________________________________________________________
 SR0687  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 SR0687  DYNAMIC HT  -        1111.342 (meters)    3646.13  (feet)  COMP
 SR0687  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 SR0687
 SR0687  VERT ORDER  -  SECOND    CLASS 0
 SR0687
 SR0687.The horizontal coordinates were scaled from a topographic map and have
 SR0687.an estimated accuracy of +/- 6 seconds.
 SR0687
 SR0687.The orthometric height was determined by differential leveling
 SR0687.and adjusted by the National Geodetic Survey in June 1991..
 SR0687
 SR0687.The geoid height was determined by GEOID03.
 SR0687
 SR0687.The dynamic height is computed by dividing the NAVD 88
 SR0687.geopotential number by the normal gravity value computed on the
 SR0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0687.degrees latitude (g = 980.6199 gals.).
 SR0687
 SR0687.The modeled gravity was interpolated from observed gravity values.
 SR0687
 SR0687;                    North         East    Units  Estimated Accuracy
 SR0687;SPC MT       -   357,970.      575,540.      MT  (+/- 180 meters Scaled)
 SR0687
 SR0687                          SUPERSEDED SURVEY CONTROL
 SR0687
 SR0687  NGVD 29 (??/??/92) 1110.565  (m)         3643.58   (f) ADJ UNCH    2 0
 SR0687
 SR0687.Superseded values are not recommended for survey control.
 SR0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0687.See file dsdata.txt to determine how the superseded data were derived.
 SR0687
 SR0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT885581(NAD 83)
 SR0687_MARKER: DR = REFERENCE MARK DISK
 SR0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0687_STAMPING: D 11 H NO 2 1961
 SR0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0687+STABILITY: SURFACE MOTION
 SR0687
 SR0687  HISTORY     - Date     Condition        Report By
 SR0687  HISTORY     - 1961     MONUMENTED       CGS
 SR0687
 SR0687                          STATION DESCRIPTION
 SR0687
 SR0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0687'17.2 MI NE FROM DENTON.
 SR0687'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0687'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0687'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0687'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0687'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0687'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 7.9 MILES NORTH
 SR0687'ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH-NORTHEAST ACROSS A NARROW
 SR0687'STRIP OF LAND BETWEEN TWO CULTIVATED FIELDS, IN SECTION 28, T 20 N, R
 SR0687'15 E, 53 FEET WEST OF THE EAST EDGE OF THE STRIP OF LAND, 34.1 FEET
 SR0687'NORTHWEST OF D 11 H 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SR0687'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0214 ***********************************************************************
 ST0214  DESIGNATION -  D 110
 ST0214  PID         -  ST0214
 ST0214  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0214  USGS QUAD   -  WOLF CREEK (1979)
 ST0214
 ST0214                         *CURRENT SURVEY CONTROL
 ST0214  ___________________________________________________________________
 ST0214* NAD 83(1986)-  47 03 09.     (N)    112 02 53.     (W)     SCALED    
 ST0214* NAVD 88     -      1128.375  (meters)    3702.01   (feet)  ADJUSTED  
 ST0214  ___________________________________________________________________
 ST0214  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 ST0214  DYNAMIC HT  -        1128.226 (meters)    3701.52  (feet)  COMP
 ST0214  MODELED GRAV-     980,442.8   (mgal)                       NAVD 88
 ST0214
 ST0214  VERT ORDER  -  SECOND    CLASS 0
 ST0214
 ST0214.The horizontal coordinates were scaled from a topographic map and have
 ST0214.an estimated accuracy of +/- 6 seconds.
 ST0214
 ST0214.The orthometric height was determined by differential leveling
 ST0214.and adjusted by the National Geodetic Survey in June 1991..
 ST0214
 ST0214.The geoid height was determined by GEOID03.
 ST0214
 ST0214.The dynamic height is computed by dividing the NAVD 88
 ST0214.geopotential number by the normal gravity value computed on the
 ST0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0214.degrees latitude (g = 980.6199 gals.).
 ST0214
 ST0214.The modeled gravity was interpolated from observed gravity values.
 ST0214
 ST0214;                    North         East    Units  Estimated Accuracy
 ST0214;SPC MT       -   314,560.      406,550.      MT  (+/- 180 meters Scaled)
 ST0214
 ST0214                          SUPERSEDED SURVEY CONTROL
 ST0214
 ST0214  NGVD 29 (??/??/92) 1127.422  (m)         3698.88   (f) ADJ UNCH    2 0
 ST0214
 ST0214.Superseded values are not recommended for survey control.
 ST0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0214.See file dsdata.txt to determine how the superseded data were derived.
 ST0214
 ST0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT203115(NAD 83)
 ST0214_MARKER: DB = BENCH MARK DISK
 ST0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0214_STAMPING: D 110 1934
 ST0214_MARK LOGO: CGS   
 ST0214_PROJECTION: PROJECTING 5 CENTIMETERS
 ST0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0214+STABILITY: SURFACE MOTION
 ST0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0214+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0214
 ST0214  HISTORY     - Date     Condition        Report By
 ST0214  HISTORY     - 1934     MONUMENTED       CGS
 ST0214  HISTORY     - 1962     GOOD             NGS
 ST0214  HISTORY     - 1979     GOOD             NGS
 ST0214  HISTORY     - 19961016 GOOD             NGS
 ST0214
 ST0214                          STATION DESCRIPTION
 ST0214
 ST0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 ST0214'4.35 MI N FROM WOLF CREEK.
 ST0214'4.35 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0214'RAILWAY STATION AT WOLF CREEK, AT THE JUNCTION OF A FIELD ENTRANCE
 ST0214'ROAD WEST-NORTHWEST, 73 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 ST0214'HIGHWAY, 24 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 35
 ST0214'FEET NORTH-NORTHEAST OF A T FENCE JUNCTION, 16 FEET NORTHEAST OF THE
 ST0214'NORTH-NORTHEAST END OF A GATE, 8.1 FEET EAST-SOUTHEAST OF A FENCE, 1.0
 ST0214'FOOT EAST-SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 ST0214'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 ST0214'ABOVE THE GROUND.
 ST0214
 ST0214                          STATION RECOVERY (1979)
 ST0214
 ST0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ST0214'1.2 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 AND STATE HIGHWAY
 ST0214'287 FROM THEIR JUNCTION IN WOLF CREEK, AND THENCE 2.4 MILES NORTH
 ST0214'ALONG STATE HIGHWAY 287, 73 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 ST0214'THE HIGHWAY, 24 FEET NORTH OF THE CENTER OF A FIELD ROAD LEADING
 ST0214'WEST, 16 FEET NORTHEAST OF THE NORTH END OF A GATE, AND 8.1 FEET
 ST0214'EAST OF A FENCE.  NOTE=SECOND ORDER TIE LINE L18727, MARK WAS
 ST0214'NOT LEVELED TO THIS SEASON.  NOT NEEDED FOR TIE.
 ST0214'THE MARK IS 1 FT  S FROM A WITNESS POST.
 ST0214'THE MARK IS 1 FT BELOW THE HIGHWAY.
 ST0214
 ST0214                          STATION RECOVERY (1996)
 ST0214
 ST0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0214'17.95 MI (28.89 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE
 ST0214'JUNCTION WITH STATE HIGHWAY 200, IN BOWMANS CORNER, TO MILE POST 2 AND
 ST0214'THE MARK ON THE RIGHT, 74.0 FT (22.6 M) WEST OF THE CENTER OF THE
 ST0214'HIGHWAY, 24.0 FT (7.3 M) NORTH OF THE CENTER OF A FIELD ROAD, 8.1 FT
 ST0214'(2.5 M) EAST OF A FENCE AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0044 ***********************************************************************
 TM0044  DESIGNATION -  D 113
 TM0044  PID         -  TM0044
 TM0044  STATE/COUNTY-  MT/PONDERA
 TM0044  USGS QUAD   -  BELGIAN HILL (1985)
 TM0044
 TM0044                         *CURRENT SURVEY CONTROL
 TM0044  ___________________________________________________________________
 TM0044* NAD 83(1986)-  48 15 54.     (N)    112 04 52.     (W)     SCALED    
 TM0044* NAVD 88     -      1124.451  (meters)    3689.14   (feet)  ADJUSTED  
 TM0044  ___________________________________________________________________
 TM0044  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 TM0044  DYNAMIC HT  -        1124.449 (meters)    3689.13  (feet)  COMP
 TM0044  MODELED GRAV-     980,570.5   (mgal)                       NAVD 88
 TM0044
 TM0044  VERT ORDER  -  SECOND    CLASS 0
 TM0044
 TM0044.The horizontal coordinates were scaled from a topographic map and have
 TM0044.an estimated accuracy of +/- 6 seconds.
 TM0044
 TM0044.The orthometric height was determined by differential leveling
 TM0044.and adjusted by the National Geodetic Survey in June 1991..
 TM0044
 TM0044.The geoid height was determined by GEOID03.
 TM0044
 TM0044.The dynamic height is computed by dividing the NAVD 88
 TM0044.geopotential number by the normal gravity value computed on the
 TM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0044.degrees latitude (g = 980.6199 gals.).
 TM0044
 TM0044.The modeled gravity was interpolated from observed gravity values.
 TM0044
 TM0044;                    North         East    Units  Estimated Accuracy
 TM0044;SPC MT       -   449,310.      408,480.      MT  (+/- 180 meters Scaled)
 TM0044
 TM0044                          SUPERSEDED SURVEY CONTROL
 TM0044
 TM0044  NGVD 29 (??/??/92) 1123.466  (m)         3685.90   (f) ADJ UNCH    2 0
 TM0044
 TM0044.Superseded values are not recommended for survey control.
 TM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0044.See file dsdata.txt to determine how the superseded data were derived.
 TM0044
 TM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU197463(NAD 83)
 TM0044_MARKER: DB = BENCH MARK DISK
 TM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0044_STAMPING: D 113 1934
 TM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0044+STABILITY: SURFACE MOTION
 TM0044
 TM0044  HISTORY     - Date     Condition        Report By
 TM0044  HISTORY     - 1934     MONUMENTED       CGS
 TM0044  HISTORY     - 1981     MARK NOT FOUND   USGS
 TM0044
 TM0044                          STATION DESCRIPTION
 TM0044
 TM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TM0044'2.5 MI SE FROM WILLIAMS.
 TM0044'2.5 MILES SOUTHEAST ALONG THE MONTANA WESTERN RAILWAY FROM WILLIAMS,
 TM0044'PONDERA COUNTY, AT MILEPOST 8, 43 FEET NORTH OF THE CENTERLINE OF THE
 TM0044'TRACK, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 TM0044'STAMPED D 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TM0044
 TM0044                          STATION RECOVERY (1981)
 TM0044
 TM0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TM0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0154 ***********************************************************************
 TN0154  DESIGNATION -  D 114
 TN0154  PID         -  TN0154
 TN0154  STATE/COUNTY-  MT/FLATHEAD
 TN0154  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0154
 TN0154                         *CURRENT SURVEY CONTROL
 TN0154  ___________________________________________________________________
 TN0154* NAD 83(1986)-  48 08 12.     (N)    114 27 27.     (W)     SCALED    
 TN0154* NAVD 88     -       965.139  (meters)    3166.46   (feet)  ADJUSTED  
 TN0154  ___________________________________________________________________
 TN0154  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TN0154  DYNAMIC HT  -         965.136 (meters)    3166.45  (feet)  COMP
 TN0154  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 TN0154
 TN0154  VERT ORDER  -  SECOND    CLASS 0
 TN0154
 TN0154.The horizontal coordinates were scaled from a topographic map and have
 TN0154.an estimated accuracy of +/- 6 seconds.
 TN0154
 TN0154.The orthometric height was determined by differential leveling
 TN0154.and adjusted by the National Geodetic Survey in June 1991..
 TN0154
 TN0154.The geoid height was determined by GEOID03.
 TN0154
 TN0154.The dynamic height is computed by dividing the NAVD 88
 TN0154.geopotential number by the normal gravity value computed on the
 TN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0154.degrees latitude (g = 980.6199 gals.).
 TN0154
 TN0154.The modeled gravity was interpolated from observed gravity values.
 TN0154
 TN0154;                    North         East    Units  Estimated Accuracy
 TN0154;SPC MT       -   443,550.      231,420.      MT  (+/- 180 meters Scaled)
 TN0154
 TN0154                          SUPERSEDED SURVEY CONTROL
 TN0154
 TN0154  NGVD 29 (??/??/92)  964.003  (m)         3162.73   (f) ADJ UNCH    2 0
 TN0154
 TN0154.Superseded values are not recommended for survey control.
 TN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0154.See file dsdata.txt to determine how the superseded data were derived.
 TN0154
 TN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP891346(NAD 83)
 TN0154_MARKER: DB = BENCH MARK DISK
 TN0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0154_STAMPING: D 114 1934
 TN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0154+STABILITY: SURFACE MOTION
 TN0154
 TN0154  HISTORY     - Date     Condition        Report By
 TN0154  HISTORY     - 1934     MONUMENTED       CGS
 TN0154
 TN0154                          STATION DESCRIPTION
 TN0154
 TN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TN0154'8.7 MI W FROM KALISPELL.
 TN0154'8.7 MI W OF AND ALONG US HWY 2 AT A FENCE CORNER.  ABOUT 0.2 MILE NE
 TN0154'OF A FARM HOUSE.  35 FEET NW OF CENTER OF HIGHWAY.  2 FEET NW OF R/W
 TN0154'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0155 ***********************************************************************
 TN0155  DESIGNATION -  D 114 RESET
 TN0155  PID         -  TN0155
 TN0155  STATE/COUNTY-  MT/FLATHEAD
 TN0155  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0155
 TN0155                         *CURRENT SURVEY CONTROL
 TN0155  ___________________________________________________________________
 TN0155* NAD 83(1986)-  48 08 12.     (N)    114 27 27.     (W)     SCALED    
 TN0155* NAVD 88     -       965.648  (meters)    3168.13   (feet)  ADJUSTED  
 TN0155  ___________________________________________________________________
 TN0155  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TN0155  DYNAMIC HT  -         965.645 (meters)    3168.12  (feet)  COMP
 TN0155  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 TN0155
 TN0155  VERT ORDER  -  SECOND    CLASS 0
 TN0155
 TN0155.The horizontal coordinates were scaled from a topographic map and have
 TN0155.an estimated accuracy of +/- 6 seconds.
 TN0155
 TN0155.The orthometric height was determined by differential leveling
 TN0155.and adjusted by the National Geodetic Survey in June 1991..
 TN0155
 TN0155.The geoid height was determined by GEOID03.
 TN0155
 TN0155.The dynamic height is computed by dividing the NAVD 88
 TN0155.geopotential number by the normal gravity value computed on the
 TN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0155.degrees latitude (g = 980.6199 gals.).
 TN0155
 TN0155.The modeled gravity was interpolated from observed gravity values.
 TN0155
 TN0155;                    North         East    Units  Estimated Accuracy
 TN0155;SPC MT       -   443,550.      231,420.      MT  (+/- 180 meters Scaled)
 TN0155
 TN0155                          SUPERSEDED SURVEY CONTROL
 TN0155
 TN0155  NGVD 29 (??/??/92)  964.518  (m)         3164.42   (f) ADJ UNCH    2 0
 TN0155
 TN0155.Superseded values are not recommended for survey control.
 TN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0155.See file dsdata.txt to determine how the superseded data were derived.
 TN0155
 TN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP891346(NAD 83)
 TN0155_MARKER: DB = BENCH MARK DISK
 TN0155_SETTING: 0 = UNSPECIFIED SETTING
 TN0155_STAMPING: D 114 RESET 1948
 TN0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0155
 TN0155  HISTORY     - Date     Condition        Report By
 TN0155  HISTORY     - 1948     MONUMENTED       CGS
 TN0155  HISTORY     - 1958     GOOD             NGS
 TN0155  HISTORY     - 20030203 GOOD             MTDOT
 TN0155
 TN0155                          STATION DESCRIPTION
 TN0155
 TN0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TN0155'8.7 MI SW FROM KALISPELL.
 TN0155'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0155'STATION AT KALISPELL, THENCE 8.5 MILES SOUTHWEST ALONG U. S. HIGHWAY
 TN0155'2, 0.05 MILE NORTHEAST OF A ROAD LEADING NORTHWEST, AT A FENCE CORNER,
 TN0155'58 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET
 TN0155'NORTHEAST OF A POWER LINE POLE WITH TWO GUY WIRES, 7.7 FEET SOUTH OF
 TN0155'THE FENCE CORNER POST, 3.0 FEET SOUTHEAST OF THE FENCE, 1.2 FEET
 TN0155'SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 TN0155'BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE
 TN0155'THE GROUND.
 TN0155
 TN0155                          STATION RECOVERY (2003)
 TN0155
 TN0155'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (DMR)
 TN0155'17.65 METERS LT OF US HIGHWAY 2 MILEPOST 112.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0458 ***********************************************************************
 ST0458  DESIGNATION -  D 115
 ST0458  PID         -  ST0458
 ST0458  STATE/COUNTY-  MT/LAKE
 ST0458  USGS QUAD   -  CILLY CREEK (1994)
 ST0458
 ST0458                         *CURRENT SURVEY CONTROL
 ST0458  ___________________________________________________________________
 ST0458* NAD 83(1986)-  47 49 24.     (N)    113 49 50.     (W)     SCALED    
 ST0458* NAVD 88     -       991.054  (meters)    3251.48   (feet)  ADJUSTED  
 ST0458  ___________________________________________________________________
 ST0458  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 ST0458  DYNAMIC HT  -         990.980 (meters)    3251.24  (feet)  COMP
 ST0458  MODELED GRAV-     980,504.4   (mgal)                       NAVD 88
 ST0458
 ST0458  VERT ORDER  -  SECOND    CLASS 0
 ST0458
 ST0458.The horizontal coordinates were scaled from a topographic map and have
 ST0458.an estimated accuracy of +/- 6 seconds.
 ST0458
 ST0458.The orthometric height was determined by differential leveling
 ST0458.and adjusted by the National Geodetic Survey in June 1991..
 ST0458
 ST0458.The geoid height was determined by GEOID03.
 ST0458
 ST0458.The dynamic height is computed by dividing the NAVD 88
 ST0458.geopotential number by the normal gravity value computed on the
 ST0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0458.degrees latitude (g = 980.6199 gals.).
 ST0458
 ST0458.The modeled gravity was interpolated from observed gravity values.
 ST0458
 ST0458;                    North         East    Units  Estimated Accuracy
 ST0458;SPC MT       -   406,020.      276,060.      MT  (+/- 180 meters Scaled)
 ST0458
 ST0458                          SUPERSEDED SURVEY CONTROL
 ST0458
 ST0458  NGVD 29 (??/??/92)  989.919  (m)         3247.76   (f) ADJ UNCH    2 0
 ST0458
 ST0458.Superseded values are not recommended for survey control.
 ST0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0458.See file dsdata.txt to determine how the superseded data were derived.
 ST0458
 ST0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU881005(NAD 83)
 ST0458_MARKER: DB = BENCH MARK DISK
 ST0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0458_STAMPING: D 115 1934
 ST0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0458+STABILITY: SURFACE MOTION
 ST0458
 ST0458  HISTORY     - Date     Condition        Report By
 ST0458  HISTORY     - 1934     MONUMENTED       CGS
 ST0458  HISTORY     - 1965     GOOD             USGS
 ST0458
 ST0458                          STATION DESCRIPTION
 ST0458
 ST0458'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0458'5.6 MI S FROM SWAN LAKE.
 ST0458'SWAN LAKE P.O. (INGRAMS STORE), 5.6 MI. SOUTH ON STATE HWY 209 TO
 ST0458'NORTHEAST-SOUTHWEST CROSSROAD AND FOREST SERVICE SIGN OLD SWAN VALLEY
 ST0458'ROAD, TURN RIGHT (SOUTHWEST) AND PROCEED 0.45 MI. ALONG OLD HIGHWAY TO
 ST0458'T-RD. S.E., CONTINUE ALONG OLD HIGHWAY 1.0 MI. TO B.M., 25 FT. EAST OF
 ST0458'THE CENTERLINE OF ROAD, IN A CONCRETE POST.  STANDARD DISC STAMPED D
 ST0458'115 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0082 ***********************************************************************
 QY0082  DESIGNATION -  D 117
 QY0082  PID         -  QY0082
 QY0082  STATE/COUNTY-  MT/MADISON
 QY0082  USGS QUAD   -  SHERIDAN (1963)
 QY0082
 QY0082                         *CURRENT SURVEY CONTROL
 QY0082  ___________________________________________________________________
 QY0082* NAD 83(1986)-  45 23 43.     (N)    112 08 57.     (W)     SCALED    
 QY0082* NAVD 88     -      1522.930  (meters)    4996.48   (feet)  ADJUSTED  
 QY0082  ___________________________________________________________________
 QY0082  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 QY0082  DYNAMIC HT  -        1522.342 (meters)    4994.55  (feet)  COMP
 QY0082  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 QY0082
 QY0082  VERT ORDER  -  SECOND    CLASS 0
 QY0082
 QY0082.The horizontal coordinates were scaled from a topographic map and have
 QY0082.an estimated accuracy of +/- 6 seconds.
 QY0082
 QY0082.The orthometric height was determined by differential leveling
 QY0082.and adjusted by the National Geodetic Survey in June 1991..
 QY0082
 QY0082.The geoid height was determined by GEOID03.
 QY0082
 QY0082.The dynamic height is computed by dividing the NAVD 88
 QY0082.geopotential number by the normal gravity value computed on the
 QY0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0082.degrees latitude (g = 980.6199 gals.).
 QY0082
 QY0082.The modeled gravity was interpolated from observed gravity values.
 QY0082
 QY0082;                    North         East    Units  Estimated Accuracy
 QY0082;SPC MT       -   130,800.      392,650.      MT  (+/- 180 meters Scaled)
 QY0082
 QY0082                          SUPERSEDED SURVEY CONTROL
 QY0082
 QY0082  NGVD 29 (??/??/92) 1521.789  (m)         4992.74   (f) ADJ UNCH    2 0
 QY0082
 QY0082.Superseded values are not recommended for survey control.
 QY0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0082.See file dsdata.txt to determine how the superseded data were derived.
 QY0082
 QY0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR100275(NAD 83)
 QY0082_MARKER: DB = BENCH MARK DISK
 QY0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0082_STAMPING: D 117 1934
 QY0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0082+STABILITY: SURFACE MOTION
 QY0082
 QY0082  HISTORY     - Date     Condition        Report By
 QY0082  HISTORY     - 1934     MONUMENTED       CGS
 QY0082  HISTORY     - 20040128 GOOD             MTDOT
 QY0082
 QY0082                          STATION DESCRIPTION
 QY0082
 QY0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0082'3.1 MI NW FROM LAURIN.
 QY0082'3.1 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM LAURIN,
 QY0082'ABOUT 126 YARDS NORTHWEST OF MILEPOST 40, AT A ROAD CROSSING, 45 FEET
 QY0082'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND AT A GATE IN THE
 QY0082'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 117 1934 AND SET IN
 QY0082'THE TOP OF A CONCRETE POST.
 QY0082
 QY0082                          STATION RECOVERY (2004)
 QY0082
 QY0082'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (WDW)
 QY0082'RECOVERED AS DESCRIBED.  SET A MONTANA DEPARTMENT OF TRANSPROTATION
 QY0082'WITNESS POST 1 FOOT TO THE WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0057 ***********************************************************************
 PZ0057  DESIGNATION -  D 118
 PZ0057  PID         -  PZ0057
 PZ0057  STATE/COUNTY-  MT/MADISON
 PZ0057  USGS QUAD   -  STONEHOUSE MOUNTAIN (1968)
 PZ0057
 PZ0057                         *CURRENT SURVEY CONTROL
 PZ0057  ___________________________________________________________________
 PZ0057* NAD 83(1986)-  44 48 30.     (N)    112 00 53.     (W)     SCALED    
 PZ0057* NAVD 88     -      2196.522  (meters)    7206.42   (feet)  ADJUSTED  
 PZ0057  ___________________________________________________________________
 PZ0057  GEOID HEIGHT-          -9.12  (meters)                     GEOID03
 PZ0057  DYNAMIC HT  -        2195.288 (meters)    7202.37  (feet)  COMP
 PZ0057  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 PZ0057
 PZ0057  VERT ORDER  -  SECOND    CLASS 0
 PZ0057
 PZ0057.The horizontal coordinates were scaled from a topographic map and have
 PZ0057.an estimated accuracy of +/- 6 seconds.
 PZ0057
 PZ0057.The orthometric height was determined by differential leveling
 PZ0057.and adjusted by the National Geodetic Survey in June 1991..
 PZ0057
 PZ0057.The geoid height was determined by GEOID03.
 PZ0057
 PZ0057.The dynamic height is computed by dividing the NAVD 88
 PZ0057.geopotential number by the normal gravity value computed on the
 PZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0057.degrees latitude (g = 980.6199 gals.).
 PZ0057
 PZ0057.The modeled gravity was interpolated from observed gravity values.
 PZ0057
 PZ0057;                    North         East    Units  Estimated Accuracy
 PZ0057;SPC MT       -    65,260.      401,070.      MT  (+/- 180 meters Scaled)
 PZ0057
 PZ0057                          SUPERSEDED SURVEY CONTROL
 PZ0057
 PZ0057  NGVD 29 (??/??/92) 2195.122  (m)         7201.83   (f) ADJ UNCH    2 0
 PZ0057
 PZ0057.Superseded values are not recommended for survey control.
 PZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0057.See file dsdata.txt to determine how the superseded data were derived.
 PZ0057
 PZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ197621(NAD 83)
 PZ0057_MARKER: DB = BENCH MARK DISK
 PZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0057_STAMPING: D 118 1934
 PZ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0057+STABILITY: SURFACE MOTION
 PZ0057
 PZ0057  HISTORY     - Date     Condition        Report By
 PZ0057  HISTORY     - 1934     MONUMENTED       CGS
 PZ0057  HISTORY     - 1964     GOOD             NGS
 PZ0057
 PZ0057                          STATION DESCRIPTION
 PZ0057
 PZ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0057'31.6 MI NW FROM LAKEVIEW.
 PZ0057'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PZ0057'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PZ0057'DIRT ROAD, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 13.0
 PZ0057'MILES NORTH ALONG A GRADED DIRT ROAD, ABOUT 0.25 MILE NORTH OF TWO
 PZ0057'24-INCH METAL CULVERTS IN DIVIDE CREEK, 61 FEET SOUTHWEST OF THE
 PZ0057'CENTER OF A JUNCTION OF THE NORTH-SOUTH GRADED DIRT ROAD AND A GRADED
 PZ0057'DIRT ROAD LEADING SOUTHEAST TO EUREKA BASIN AND THE WEST FORK OF
 PZ0057'MADISON RIVER, 45 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 PZ0057'SOUTHEAST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PZ0057'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0367 ***********************************************************************
 RU0367  DESIGNATION -  D 120
 RU0367  PID         -  RU0367
 RU0367  STATE/COUNTY-  MT/YELLOWSTONE
 RU0367  USGS QUAD   -  CUSTER (1980)
 RU0367
 RU0367                         *CURRENT SURVEY CONTROL
 RU0367  ___________________________________________________________________
 RU0367* NAD 83(1992)-  46 09 16.60999(N)    107 33 24.48532(W)     ADJUSTED  
 RU0367* NAVD 88     -       860.648  (meters)    2823.64   (feet)  ADJUSTED  
 RU0367  ___________________________________________________________________
 RU0367  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 RU0367  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 RU0367  DYNAMIC HT  -         860.531 (meters)    2823.26  (feet)  COMP
 RU0367  MODELED GRAV-     980,450.8   (mgal)                       NAVD 88
 RU0367
 RU0367  HORZ ORDER  -  SECOND
 RU0367  VERT ORDER  -  FIRST     CLASS II
 RU0367
 RU0367.The horizontal coordinates were established by classical geodetic methods
 RU0367.and adjusted by the National Geodetic Survey in July 1992..
 RU0367
 RU0367.The orthometric height was determined by differential leveling
 RU0367.and adjusted by the National Geodetic Survey in June 1991..
 RU0367
 RU0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0367
 RU0367.The geoid height was determined by GEOID03.
 RU0367
 RU0367.The dynamic height is computed by dividing the NAVD 88
 RU0367.geopotential number by the normal gravity value computed on the
 RU0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0367.degrees latitude (g = 980.6199 gals.).
 RU0367
 RU0367.The modeled gravity was interpolated from observed gravity values.
 RU0367
 RU0367;                    North         East     Units Scale Factor Converg.
 RU0367;SPC MT       -   213,516.627   750,016.870   MT  0.99950376   +1 25 17.2
 RU0367;SPC MT       -   700,513.87  2,460,685.27   iFT  0.99950376   +1 25 17.2
 RU0367;UTM  13      - 5,114,404.359   302,575.669   MT  1.00007916   -1 50 40.5
 RU0367
 RU0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0367!SPC MT       -   0.99986739  x   0.99950376  =   0.99937122
 RU0367!UTM  13      -   0.99986739  x   1.00007916  =   0.99994654
 RU0367
 RU0367                          SUPERSEDED SURVEY CONTROL
 RU0367
 RU0367  NAD 83(1986)-  46 09 16.60481(N)    107 33 24.46091(W) AD(       ) 2
 RU0367  NAD 27      -  46 09 16.69095(N)    107 33 22.12742(W) AD(       ) 2
 RU0367  NGVD 29 (??/??/92)  859.994  (m)         2821.50   (f) ADJ UNCH    1 2
 RU0367
 RU0367.Superseded values are not recommended for survey control.
 RU0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0367.See file dsdata.txt to determine how the superseded data were derived.
 RU0367
 RU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM0257614404(NAD 83)
 RU0367_MARKER: DB = BENCH MARK DISK
 RU0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0367_STAMPING: D 120 1934
 RU0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0367+STABILITY: SURFACE MOTION
 RU0367
 RU0367  HISTORY     - Date     Condition        Report By
 RU0367  HISTORY     - 1972     MONUMENTED       NGS
 RU0367  HISTORY     - 1960     GOOD             NGS
 RU0367  HISTORY     - 1972     GOOD             NGS
 RU0367  HISTORY     - 1981     GOOD             NGS
 RU0367
 RU0367                          STATION DESCRIPTION
 RU0367
 RU0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RU0367'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
 RU0367'D 120 1934, CEMENTED IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 RU0367'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 142 FEET SOUTH OF
 RU0367'THE GRAVEL ROAD AND 1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN
 RU0367'ATTACHED.
 RU0367
 RU0367                          STATION RECOVERY (1960)
 RU0367
 RU0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RU0367'1.9 MI N FROM CUSTER.
 RU0367'ABOUT 1.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE NORTHERN PACIFIC
 RU0367'RAILROAD STATION AT CUSTER, TO THE JUNCTION OF 3 ROADS, THENCE ABOUT
 RU0367'0.6 MILE NORTH ALONG THE MIDDLE ONE OF THE THREE ROADS, IN SECTION 26,
 RU0367'T 5 N, R 33 E, ABOUT 148 YARDS NORTHWEST OF A 30-INCH STEEL CULVERT,
 RU0367'137 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 RU0367'SOUTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 RU0367'PROJECTING 4 INCHES.
 RU0367
 RU0367                          STATION RECOVERY (1972)
 RU0367
 RU0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RU0367'RECOVERED IN GOOD CONDITION.
 RU0367
 RU0367                          STATION RECOVERY (1981)
 RU0367
 RU0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0260 ***********************************************************************
 RU0260  DESIGNATION -  D 121
 RU0260  PID         -  RU0260
 RU0260  STATE/COUNTY-  MT/ROSEBUD
 RU0260  USGS QUAD   -  INGOMAR WEST (1980)
 RU0260
 RU0260                         *CURRENT SURVEY CONTROL
 RU0260  ___________________________________________________________________
 RU0260* NAD 83(1986)-  46 35 54.     (N)    107 28 34.     (W)     SCALED    
 RU0260* NAVD 88     -       948.155  (meters)    3110.74   (feet)  ADJUSTED  
 RU0260  ___________________________________________________________________
 RU0260  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 RU0260  DYNAMIC HT  -         948.075 (meters)    3110.48  (feet)  COMP
 RU0260  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 RU0260
 RU0260  VERT ORDER  -  SECOND    CLASS 0
 RU0260
 RU0260.The horizontal coordinates were scaled from a topographic map and have
 RU0260.an estimated accuracy of +/- 6 seconds.
 RU0260
 RU0260.The orthometric height was determined by differential leveling
 RU0260.and adjusted by the National Geodetic Survey in June 1991..
 RU0260
 RU0260.The geoid height was determined by GEOID03.
 RU0260
 RU0260.The dynamic height is computed by dividing the NAVD 88
 RU0260.geopotential number by the normal gravity value computed on the
 RU0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0260.degrees latitude (g = 980.6199 gals.).
 RU0260
 RU0260.The modeled gravity was interpolated from observed gravity values.
 RU0260
 RU0260;                    North         East    Units  Estimated Accuracy
 RU0260;SPC MT       -   262,950.      754,970.      MT  (+/- 180 meters Scaled)
 RU0260
 RU0260                          SUPERSEDED SURVEY CONTROL
 RU0260
 RU0260  NGVD 29 (??/??/92)  947.478  (m)         3108.52   (f) ADJ UNCH    2 0
 RU0260
 RU0260.Superseded values are not recommended for survey control.
 RU0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0260.See file dsdata.txt to determine how the superseded data were derived.
 RU0260
 RU0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM103635(NAD 83)
 RU0260_MARKER: DB = BENCH MARK DISK
 RU0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0260_STAMPING: D 121 1934
 RU0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0260+STABILITY: SURFACE MOTION
 RU0260
 RU0260  HISTORY     - Date     Condition        Report By
 RU0260  HISTORY     - 1934     MONUMENTED       CGS
 RU0260
 RU0260                          STATION DESCRIPTION
 RU0260
 RU0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0260'IN GALBRAITH.
 RU0260'AT GALBRAITH, ROSEBUD COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RU0260'PACIFIC RAILROAD, 60 FEET NORTH OF MILEPOST 1210, 120 FEET EAST OF THE
 RU0260'CENTER OF A FARM-ROAD CROSSING, AND 81 FEET NORTH OF THE CENTERLINE OF
 RU0260'THE MAIN TRACK.  A STANDARD DISK, STAMPED D 121 1934 AND SET IN THE
 RU0260'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0006 ***********************************************************************
 RV0006  DESIGNATION -  D 122
 RV0006  PID         -  RV0006
 RV0006  STATE/COUNTY-  MT/MUSSELSHELL
 RV0006  USGS QUAD   -  MUSSELSHELL NW (1963)
 RV0006
 RV0006                         *CURRENT SURVEY CONTROL
 RV0006  ___________________________________________________________________
 RV0006* NAD 83(1986)-  46 40 14.     (N)    108 09 26.     (W)     SCALED    
 RV0006* NAVD 88     -       944.644  (meters)    3099.22   (feet)  ADJUSTED  
 RV0006  ___________________________________________________________________
 RV0006  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 RV0006  DYNAMIC HT  -         944.549 (meters)    3098.91  (feet)  COMP
 RV0006  MODELED GRAV-     980,481.7   (mgal)                       NAVD 88
 RV0006
 RV0006  VERT ORDER  -  SECOND    CLASS 0
 RV0006
 RV0006.The horizontal coordinates were scaled from a topographic map and have
 RV0006.an estimated accuracy of +/- 6 seconds.
 RV0006
 RV0006.The orthometric height was determined by differential leveling
 RV0006.and adjusted by the National Geodetic Survey in June 1991..
 RV0006
 RV0006.The geoid height was determined by GEOID03.
 RV0006
 RV0006.The dynamic height is computed by dividing the NAVD 88
 RV0006.geopotential number by the normal gravity value computed on the
 RV0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0006.degrees latitude (g = 980.6199 gals.).
 RV0006
 RV0006.The modeled gravity was interpolated from observed gravity values.
 RV0006
 RV0006;                    North         East    Units  Estimated Accuracy
 RV0006;SPC MT       -   269,860.      702,690.      MT  (+/- 180 meters Scaled)
 RV0006
 RV0006                          SUPERSEDED SURVEY CONTROL
 RV0006
 RV0006  NGVD 29 (??/??/92)  943.926  (m)         3096.86   (f) ADJ UNCH    2 0
 RV0006
 RV0006.Superseded values are not recommended for survey control.
 RV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0006.See file dsdata.txt to determine how the superseded data were derived.
 RV0006
 RV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS174724(NAD 83)
 RV0006_MARKER: DB = BENCH MARK DISK
 RV0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0006_STAMPING: D 122 1934
 RV0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0006+STABILITY: SURFACE MOTION
 RV0006
 RV0006  HISTORY     - Date     Condition        Report By
 RV0006  HISTORY     - 1934     MONUMENTED       CGS
 RV0006  HISTORY     - 1963     MARK NOT FOUND   USGS
 RV0006
 RV0006                          STATION DESCRIPTION
 RV0006
 RV0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0006'6.7 MI S FROM KELLEY.
 RV0006'IN MUSSELSHELL COUNTY, 6.7 MILES SOUTH ALONG THE ROAD LEADING TO
 RV0006'MUSSELSHELL FROM KELLEY, PETROLEUM COUNTY, 0.4 MILE NORTH OF A BRIDGE
 RV0006'OVER WILLOW CREEK, IN FLAT OPEN COUNTRY, AND 24 FEET WEST OF THE
 RV0006'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 122 1934 AND SET
 RV0006'IN THE TOP OF A CONCRETE POST.
 RV0006
 RV0006                          STATION RECOVERY (1963)
 RV0006
 RV0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RV0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0262 ***********************************************************************
 RV0262  DESIGNATION -  D 123
 RV0262  PID         -  RV0262
 RV0262  STATE/COUNTY-  MT/SWEET GRASS
 RV0262  USGS QUAD   -  MELVILLE NW (1985)
 RV0262
 RV0262                         *CURRENT SURVEY CONTROL
 RV0262  ___________________________________________________________________
 RV0262* NAD 83(1986)-  46 08 47.     (N)    109 53 22.     (W)     SCALED    
 RV0262* NAVD 88     -      1577.161  (meters)    5174.40   (feet)  ADJUSTED  
 RV0262  ___________________________________________________________________
 RV0262  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 RV0262  DYNAMIC HT  -        1576.704 (meters)    5172.90  (feet)  COMP
 RV0262  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 RV0262
 RV0262  VERT ORDER  -  SECOND    CLASS 0
 RV0262
 RV0262.The horizontal coordinates were scaled from a topographic map and have
 RV0262.an estimated accuracy of +/- 6 seconds.
 RV0262
 RV0262.The orthometric height was determined by differential leveling
 RV0262.and adjusted by the National Geodetic Survey in June 1991..
 RV0262
 RV0262.The geoid height was determined by GEOID03.
 RV0262
 RV0262.The dynamic height is computed by dividing the NAVD 88
 RV0262.geopotential number by the normal gravity value computed on the
 RV0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0262.degrees latitude (g = 980.6199 gals.).
 RV0262
 RV0262.The modeled gravity was interpolated from observed gravity values.
 RV0262
 RV0262;                    North         East    Units  Estimated Accuracy
 RV0262;SPC MT       -   210,820.      569,930.      MT  (+/- 180 meters Scaled)
 RV0262
 RV0262                          SUPERSEDED SURVEY CONTROL
 RV0262
 RV0262  NGVD 29 (??/??/92) 1576.120  (m)         5170.99   (f) ADJ UNCH    2 0
 RV0262
 RV0262.Superseded values are not recommended for survey control.
 RV0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0262.See file dsdata.txt to determine how the superseded data were derived.
 RV0262
 RV0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS857109(NAD 83)
 RV0262_MARKER: DB = BENCH MARK DISK
 RV0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0262_STAMPING: D 123 1934
 RV0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0262+STABILITY: SURFACE MOTION
 RV0262
 RV0262  HISTORY     - Date     Condition        Report By
 RV0262  HISTORY     - 1934     MONUMENTED       CGS
 RV0262  HISTORY     - 1969     MARK NOT FOUND   USGS
 RV0262  HISTORY     - 1979     GOOD             USGS
 RV0262
 RV0262                          STATION DESCRIPTION
 RV0262
 RV0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0262'6.0 MI NE FROM MELVILLE.
 RV0262'6.0 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM MELVILLE, SWEETGRASS
 RV0262'COUNTY, 0.3 MILE NORTH OF THE INTERSECTION OF A NORTH-AND-SOUTH FENCE
 RV0262'AND THE RIGHT-OF-WAY FENCE, AT THE BEGINNING OF A LONG UPWARD GRADE,
 RV0262'27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET SOUTH OF
 RV0262'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 123 1934 AND SET
 RV0262'IN THE TOP OF A CONCRETE POST.
 RV0262
 RV0262                          STATION RECOVERY (1969)
 RV0262
 RV0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RV0262'MARK NOT FOUND.
 RV0262
 RV0262                          STATION RECOVERY (1979)
 RV0262
 RV0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 RV0262'3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE MELVILLE, SWEET
 RV0262'GRASS COUNTY, POST OFFICE, THENCE 0.9 MILE EAST ALONG A GRAVELED
 RV0262'COUNTY ROAD, AT THE NORTH EDGE OF THE NORTHEAST 1/4 OF SECTION 31, T
 RV0262'5 N, R 15 E, 905 FEET WEST OF T-ROAD SOUTH TO THE KENNETH FJARE
 RV0262'RANCH, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTH OF
 RV0262'THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED D 123 1934 AND SET
 RV0262'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0073 ***********************************************************************
 QW0073  DESIGNATION -  D 124
 QW0073  PID         -  QW0073
 QW0073  STATE/COUNTY-  MT/YELLOWSTONE
 QW0073  USGS QUAD   -  BILLINGS EAST (1975)
 QW0073
 QW0073                         *CURRENT SURVEY CONTROL
 QW0073  ___________________________________________________________________
 QW0073* NAD 83(1986)-  45 51 36.     (N)    108 28 03.     (W)     SCALED    
 QW0073* NAVD 88     -       997.949  (meters)    3274.10   (feet)  ADJUSTED  
 QW0073  ___________________________________________________________________
 QW0073  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 QW0073  DYNAMIC HT  -         997.748 (meters)    3273.44  (feet)  COMP
 QW0073  MODELED GRAV-     980,380.5   (mgal)                       NAVD 88
 QW0073
 QW0073  VERT ORDER  -  SECOND    CLASS 0
 QW0073
 QW0073.The horizontal coordinates were scaled from a topographic map and have
 QW0073.an estimated accuracy of +/- 6 seconds.
 QW0073
 QW0073.The orthometric height was determined by differential leveling
 QW0073.and adjusted by the National Geodetic Survey in June 1991..
 QW0073
 QW0073.The geoid height was determined by GEOID03.
 QW0073
 QW0073.The dynamic height is computed by dividing the NAVD 88
 QW0073.geopotential number by the normal gravity value computed on the
 QW0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0073.degrees latitude (g = 980.6199 gals.).
 QW0073
 QW0073.The modeled gravity was interpolated from observed gravity values.
 QW0073
 QW0073;                    North         East    Units  Estimated Accuracy
 QW0073;SPC MT       -   179,450.      680,150.      MT  (+/- 180 meters Scaled)
 QW0073
 QW0073                          SUPERSEDED SURVEY CONTROL
 QW0073
 QW0073  NGVD 29 (??/??/92)  997.186  (m)         3271.60   (f) ADJ UNCH    2 0
 QW0073
 QW0073.Superseded values are not recommended for survey control.
 QW0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0073.See file dsdata.txt to determine how the superseded data were derived.
 QW0073
 QW0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR965816(NAD 83)
 QW0073_MARKER: DB = BENCH MARK DISK
 QW0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0073_STAMPING: D 124 1934
 QW0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0073+STABILITY: SURFACE MOTION
 QW0073
 QW0073  HISTORY     - Date     Condition        Report By
 QW0073  HISTORY     - 1934     MONUMENTED       CGS
 QW0073  HISTORY     - 1956     GOOD             USGS
 QW0073
 QW0073                          STATION DESCRIPTION
 QW0073
 QW0073'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 QW0073'6.3 MI N FROM BILLINGS.
 QW0073'6.3 MILES NORTH ALONG U.S. HIGHWAY 87 FROM BILLINGS, 0.7 MILE NORTH OF
 QW0073'THE JUNCTION WITH U.S. HIGHWAY 10, ON A SHOULDER OF A HILL, AND 42
 QW0073'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 QW0073'D 124 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY 87
 QW0073'FROM BILLINGS POST OFFICE.  1.3 MILES NORTH OF THE JUNCTION OF U.S.
 QW0073'HIGHWAY 10 AND 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0114 ***********************************************************************
 RV0114  DESIGNATION -  D 125
 RV0114  PID         -  RV0114
 RV0114  STATE/COUNTY-  MT/MUSSELSHELL
 RV0114  USGS QUAD   -  LAKE MASON SE (1986)
 RV0114
 RV0114                         *CURRENT SURVEY CONTROL
 RV0114  ___________________________________________________________________
 RV0114* NAD 83(1992)-  46 36 16.30547(N)    108 35 15.58676(W)     ADJUSTED  
 RV0114* NAVD 88     -      1175.112  (meters)    3855.35   (feet)  ADJUSTED  
 RV0114  ___________________________________________________________________
 RV0114  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 RV0114  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 RV0114  DYNAMIC HT  -        1174.962 (meters)    3854.85  (feet)  COMP
 RV0114  MODELED GRAV-     980,444.5   (mgal)                       NAVD 88
 RV0114
 RV0114  HORZ ORDER  -  SECOND
 RV0114  VERT ORDER  -  SECOND    CLASS 0
 RV0114
 RV0114.The horizontal coordinates were established by classical geodetic methods
 RV0114.and adjusted by the National Geodetic Survey in July 1992..
 RV0114
 RV0114.The orthometric height was determined by differential leveling
 RV0114.and adjusted by the National Geodetic Survey in June 1991..
 RV0114
 RV0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0114
 RV0114.The geoid height was determined by GEOID03.
 RV0114
 RV0114.The dynamic height is computed by dividing the NAVD 88
 RV0114.geopotential number by the normal gravity value computed on the
 RV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0114.degrees latitude (g = 980.6199 gals.).
 RV0114
 RV0114.The modeled gravity was interpolated from observed gravity values.
 RV0114
 RV0114;                    North         East     Units Scale Factor Converg.
 RV0114;SPC MT       -   262,047.294   669,856.756   MT  0.99941785   +0 40 02.6
 RV0114;SPC MT       -   859,735.22  2,197,692.77   iFT  0.99941785   +0 40 02.6
 RV0114;UTM  12      - 5,164,045.220   684,745.148   MT  1.00001954   +1 45 12.1
 RV0114
 RV0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0114!SPC MT       -   0.99981790  x   0.99941785  =   0.99923586
 RV0114!UTM  12      -   0.99981790  x   1.00001954  =   0.99983744
 RV0114
 RV0114:                Primary Azimuth Mark                     Grid Az
 RV0114:SPC MT       -  D 125 AZ MK                              013 07 16.6
 RV0114:UTM  12      -  D 125 AZ MK                              012 02 07.1
 RV0114
 RV0114|---------------------------------------------------------------------|
 RV0114| PID    Reference Object                     Distance      Geod. Az  |
 RV0114|                                                           dddmmss.s |
 RV0114| CQ5044 D 125 AZ MK                                        0134719.2 |
 RV0114| CQ5046 D 125 RM 2                           10.972 METERS 01356     |
 RV0114| CQ5045 D 125 RM 1                           11.022 METERS 08810     |
 RV0114|---------------------------------------------------------------------|
 RV0114
 RV0114                          SUPERSEDED SURVEY CONTROL
 RV0114
 RV0114  NAD 83(1986)-  46 36 16.30144(N)    108 35 15.55414(W) AD(       ) 2
 RV0114  NAD 27      -  46 36 16.43300(N)    108 35 13.07200(W) AD(       ) 2
 RV0114  NGVD 29 (??/??/92) 1174.334  (m)         3852.79   (f) ADJ UNCH    2 0
 RV0114
 RV0114.Superseded values are not recommended for survey control.
 RV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0114.See file dsdata.txt to determine how the superseded data were derived.
 RV0114
 RV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS8474564045(NAD 83)
 RV0114_MARKER: DB = BENCH MARK DISK
 RV0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0114_STAMPING: D 125 1934
 RV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0114+STABILITY: SURFACE MOTION
 RV0114
 RV0114  HISTORY     - Date     Condition        Report By
 RV0114  HISTORY     - 1949     MONUMENTED       CGS
 RV0114  HISTORY     - 1949     GOOD             NGS
 RV0114  HISTORY     - 1969     MARK NOT FOUND   USGS
 RV0114
 RV0114                          STATION DESCRIPTION
 RV0114
 RV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RV0114'THE STATION IS LOCATED 12 MILES NORTH OF ROUNDUP, 56 FEET
 RV0114'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE INTERSECTION
 RV0114'OF A GRAVELED ROAD AND U.S. HIGHWAY NO. 87, 38 FEET EAST OF THE
 RV0114'APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 87, 3 FEET NORTHEAST
 RV0114'OF A FENCE CORNER, AND 2.5 FEET NORTH OF A WIRE FENCE.
 RV0114'
 RV0114'TO REACH THE STATION FROM ROUNDUP, GO NORTHERLY ON U.S. HIGHWAY
 RV0114'NO. 87 FOR 12 MILES TO THE STATION AS DESCRIBED.  TO REACH THE
 RV0114'AZIMUTH MARK FROM THE STATION, GO NORTHERLY FOR 0.15 MILE TO THE
 RV0114'POINT WHERE THE HIGHWAY SLOPES ABRUPTLY TO A LARGE VALLEY TO THE
 RV0114'NORTH AND THE MARK ON THE RIGHT AS DESCRIBED.
 RV0114'
 RV0114'THE STATION MARK IS A U S C AND G SURVEY BM DISK STAMPED D 125
 RV0114'1934 SET IN THE TOP OF A 5-INCH SQUARE CONCRETE POST THAT
 RV0114'PROJECTS 10 INCHES.
 RV0114'
 RV0114'REFERENCE MARK NO. 1 IS 39 FEET EAST OF A FENCE CORNER, AND 2
 RV0114'FEET NORTH OF A WIRE FENCE.  IT IS STAMPED BENCH MARK D 125
 RV0114'NO 1 1949 AND PROJECTS 3 INCHES.
 RV0114'
 RV0114'REFERENCE MARK NO. 2 IS 38 FEET EAST OF THE APPROXIMATE CENTERLINE
 RV0114'OF U.S. HIGHWAY NO. 87, 16 FEET NORTH OF THE NORTH GATE POST
 RV0114'OF A WIRE GATE, AND 2 FEET EAST OF A WIRE FENCE.  IT IS STAMPED
 RV0114'BENCH MARK D 125 NO 2 1949 AND PROJECTS 8 INCHES.
 RV0114'
 RV0114'THE AZIMUTH MARK IS 0.15 MILE FROM THE STATION, 30 FEET EAST
 RV0114'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 87, 10 FEET
 RV0114'SOUTH OF THE EDGE OF A BLUFF OVERLOOKING A LARGE VALLEY TO THE
 RV0114'NORTH, 8 FEET EAST OF THE EAST HIGHWAY EMBANKMENT, 3 FEET
 RV0114'EAST OF A WIRE FENCE, AND 3 FEET NORTHEAST OF A WITNESS POST.
 RV0114'IT IS STAMPED BENCH MARK D 125 1949 AND PROJECTS 8 INCHES.
 RV0114'
 RV0114'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 RV0114'SET IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 RV0114'
 RV0114'A FOUR FOOT WOODEN STAND AT BENCH MARK D 125 WILL SEE FOUR FOOT
 RV0114'WOODEN STANDS AT SWANSON 1934 AND WILLOW.
 RV0114
 RV0114                          STATION RECOVERY (1949)
 RV0114
 RV0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 RV0114'12 MI N FROM ROUNDUP.
 RV0114'THE STATION IS LOCATED 12 MILES NORTH OF ROUNDUP, 56 FEET
 RV0114'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE INTERSECTION OF A
 RV0114'GRAVELED ROAD AND U.S. HIGHWAY NO. 87, 38 FEET EAST OF THE APPROXIMATE
 RV0114'CENTERLINE OF U.S. HIGHWAY NO. 87, 3 FEET NORTHEAST OF A FENCE CORNER,
 RV0114'AND 2.5 FEET NORTH OF A WIRE FENCE.
 RV0114
 RV0114                          STATION RECOVERY (1969)
 RV0114
 RV0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RV0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0303 ***********************************************************************
 RV0303  DESIGNATION -  D 126
 RV0303  PID         -  RV0303
 RV0303  STATE/COUNTY-  MT/WHEATLAND
 RV0303  USGS QUAD   -  HOPLEY CREEK SOUTH (1986)
 RV0303
 RV0303                         *CURRENT SURVEY CONTROL
 RV0303  ___________________________________________________________________
 RV0303* NAD 83(1986)-  46 26 13.     (N)    109 57 53.     (W)     SCALED    
 RV0303* NAVD 88     -      1310.694  (meters)    4300.17   (feet)  ADJUSTED  
 RV0303  ___________________________________________________________________
 RV0303  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 RV0303  DYNAMIC HT  -        1310.403 (meters)    4299.21  (feet)  COMP
 RV0303  MODELED GRAV-     980,347.0   (mgal)                       NAVD 88
 RV0303
 RV0303  VERT ORDER  -  SECOND    CLASS 0
 RV0303
 RV0303.The horizontal coordinates were scaled from a topographic map and have
 RV0303.an estimated accuracy of +/- 6 seconds.
 RV0303
 RV0303.The orthometric height was determined by differential leveling
 RV0303.and adjusted by the National Geodetic Survey in June 1991..
 RV0303
 RV0303.The geoid height was determined by GEOID03.
 RV0303
 RV0303.The dynamic height is computed by dividing the NAVD 88
 RV0303.geopotential number by the normal gravity value computed on the
 RV0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0303.degrees latitude (g = 980.6199 gals.).
 RV0303
 RV0303.The modeled gravity was interpolated from observed gravity values.
 RV0303
 RV0303;                    North         East    Units  Estimated Accuracy
 RV0303;SPC MT       -   243,130.      564,310.      MT  (+/- 180 meters Scaled)
 RV0303
 RV0303                          SUPERSEDED SURVEY CONTROL
 RV0303
 RV0303  NGVD 29 (??/??/92) 1309.735  (m)         4297.02   (f) ADJ UNCH    2 0
 RV0303
 RV0303.Superseded values are not recommended for survey control.
 RV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0303.See file dsdata.txt to determine how the superseded data were derived.
 RV0303
 RV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS795431(NAD 83)
 RV0303_MARKER: DB = BENCH MARK DISK
 RV0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0303_STAMPING: D 126 1934
 RV0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0303+STABILITY: SURFACE MOTION
 RV0303
 RV0303  HISTORY     - Date     Condition        Report By
 RV0303  HISTORY     - 1934     MONUMENTED       CGS
 RV0303
 RV0303                          STATION DESCRIPTION
 RV0303
 RV0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0303'5.6 MI E FROM TWODOT.
 RV0303'5.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0303'RAILROAD FROM THE STATION AT TWODOT, WHEATLAND COUNTY, 0.2 MILE WEST
 RV0303'OF VALENCIA, 52 FEET NORTH OF MILEPOST 1342, 45 FEET NORTH OF THE MAIN
 RV0303'TRACK, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RV0303'STAMPED D 126 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0076 ***********************************************************************
 RW0076  DESIGNATION -  D 127
 RW0076  PID         -  RW0076
 RW0076  STATE/COUNTY-  MT/MEAGHER
 RW0076  USGS QUAD   -  HAMEN (1980)
 RW0076
 RW0076                         *CURRENT SURVEY CONTROL
 RW0076  ___________________________________________________________________
 RW0076* NAD 83(1986)-  46 22 10.     (N)    110 42 25.     (W)     SCALED    
 RW0076* NAVD 88     -      1767.683  (meters)    5799.47   (feet)  ADJUSTED  
 RW0076  ___________________________________________________________________
 RW0076  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 RW0076  DYNAMIC HT  -        1767.131 (meters)    5797.66  (feet)  COMP
 RW0076  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 RW0076
 RW0076  VERT ORDER  -  SECOND    CLASS 0
 RW0076
 RW0076.The horizontal coordinates were scaled from a topographic map and have
 RW0076.an estimated accuracy of +/- 6 seconds.
 RW0076
 RW0076.The orthometric height was determined by differential leveling
 RW0076.and adjusted by the National Geodetic Survey in June 1991..
 RW0076
 RW0076.The geoid height was determined by GEOID03.
 RW0076
 RW0076.The dynamic height is computed by dividing the NAVD 88
 RW0076.geopotential number by the normal gravity value computed on the
 RW0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0076.degrees latitude (g = 980.6199 gals.).
 RW0076
 RW0076.The modeled gravity was interpolated from observed gravity values.
 RW0076
 RW0076;                    North         East    Units  Estimated Accuracy
 RW0076;SPC MT       -   236,240.      507,190.      MT  (+/- 180 meters Scaled)
 RW0076
 RW0076                          SUPERSEDED SURVEY CONTROL
 RW0076
 RW0076  NGVD 29 (??/??/92) 1766.505  (m)         5795.61   (f) ADJ UNCH    2 0
 RW0076
 RW0076.Superseded values are not recommended for survey control.
 RW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0076.See file dsdata.txt to determine how the superseded data were derived.
 RW0076
 RW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS225351(NAD 83)
 RW0076_MARKER: DB = BENCH MARK DISK
 RW0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0076_SP_SET: CONCRETE BASE
 RW0076_STAMPING: D 127 1934
 RW0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0076
 RW0076  HISTORY     - Date     Condition        Report By
 RW0076  HISTORY     - 1934     MONUMENTED       CGS
 RW0076  HISTORY     - 1951     GOOD             USGS
 RW0076
 RW0076                          STATION DESCRIPTION
 RW0076
 RW0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0076'IN LOWETH.
 RW0076'AT LOWETH, MEAGHER COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RW0076'PACIFIC RAILROAD, IN THE NORTHEAST QUARTER OF SECTION 15, T 7 N, R 8
 RW0076'E, AT THE ENTRANCE TO THE MONTANA POWER CO. SUBSTATION 2, IN THE TOP
 RW0076'OF THE NORTHWEST CONCRETE BASE OF THE WEST POWER-TRANSMISSION TOWER,
 RW0076'AND 57 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 RW0076'STAMPED D 127 1934.
 RW0076
 RW0076                          STATION RECOVERY (1951)
 RW0076
 RW0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RW0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0048 ***********************************************************************
 QX0048  DESIGNATION -  D 128
 QX0048  PID         -  QX0048
 QX0048  STATE/COUNTY-  MT/PARK
 QX0048  USGS QUAD   -  CHADBORN (1980)
 QX0048
 QX0048                         *CURRENT SURVEY CONTROL
 QX0048  ___________________________________________________________________
 QX0048* NAD 83(1986)-  45 47 07.     (N)    110 30 32.     (W)     SCALED    
 QX0048* NAVD 88     -      1392.615  (meters)    4568.94   (feet)  ADJUSTED  
 QX0048  ___________________________________________________________________
 QX0048  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 QX0048  DYNAMIC HT  -        1392.159 (meters)    4567.44  (feet)  COMP
 QX0048  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 QX0048
 QX0048  VERT ORDER  -  SECOND    CLASS 0
 QX0048
 QX0048.The horizontal coordinates were scaled from a topographic map and have
 QX0048.an estimated accuracy of +/- 6 seconds.
 QX0048
 QX0048.The orthometric height was determined by differential leveling
 QX0048.and adjusted by the National Geodetic Survey in June 1991..
 QX0048
 QX0048.The geoid height was determined by GEOID03.
 QX0048
 QX0048.The dynamic height is computed by dividing the NAVD 88
 QX0048.geopotential number by the normal gravity value computed on the
 QX0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0048.degrees latitude (g = 980.6199 gals.).
 QX0048
 QX0048.The modeled gravity was interpolated from observed gravity values.
 QX0048
 QX0048;                    North         East    Units  Estimated Accuracy
 QX0048;SPC MT       -   171,130.      521,580.      MT  (+/- 180 meters Scaled)
 QX0048
 QX0048                          SUPERSEDED SURVEY CONTROL
 QX0048
 QX0048  NGVD 29 (??/??/92) 1391.500  (m)         4565.28   (f) ADJ UNCH    2 0
 QX0048
 QX0048.Superseded values are not recommended for survey control.
 QX0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0048.See file dsdata.txt to determine how the superseded data were derived.
 QX0048
 QX0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR381703(NAD 83)
 QX0048_MARKER: DB = BENCH MARK DISK
 QX0048_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QX0048+WITH SETTING: PAVEMENT
 QX0048_SP_SET: SIPHON FOUNDATION
 QX0048_STAMPING: D 128 1934
 QX0048_MARK LOGO: CGS   
 QX0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0048+STABILITY: SURFACE MOTION
 QX0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QX0048+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1996
 QX0048
 QX0048  HISTORY     - Date     Condition        Report By
 QX0048  HISTORY     - 1934     MONUMENTED       CGS
 QX0048  HISTORY     - 19960118 GOOD             NGS
 QX0048
 QX0048                          STATION DESCRIPTION
 QX0048
 QX0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QX0048'2.1 MI N FROM GRANNIS.
 QX0048'2.1 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 QX0048'GRANNIS, 0.1 MILE NORTH OF MILEPOST 6, AT CONCRETE SIPHON 6+567, IN
 QX0048'THE SURFACE OF THE CONCRETE FOUNDATION, 10 FEET WEST OF THE CENTERLINE
 QX0048'OF THE TRACK, AND 1 FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 QX0048'STAMPED D 128 1934 AND SET VERTICALLY.
 QX0048
 QX0048                          STATION RECOVERY (1996)
 QX0048
 QX0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 QX0048'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9697 ***********************************************************************
 AA9697  DESIGNATION -  D 128 RESET
 AA9697  PID         -  AA9697
 AA9697  STATE/COUNTY-  MT/PARK
 AA9697  USGS QUAD   -  CHADBORN (1980)
 AA9697
 AA9697                         *CURRENT SURVEY CONTROL
 AA9697  ___________________________________________________________________
 AA9697* NAD 83(1986)-  45 47 00.     (N)    110 30 32.     (W)     SCALED    
 AA9697* NAVD 88     -      1393.01   (meters)    4570.2    (feet)  RESET     
 AA9697  ___________________________________________________________________
 AA9697  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 AA9697
 AA9697  VERT ORDER  -  THIRD
 AA9697
 AA9697.The horizontal coordinates were scaled from a topographic map and have
 AA9697.an estimated accuracy of +/- 6 seconds.
 AA9697
 AA9697.The orthometric height was computed from unverified reset data.
 AA9697
 AA9697.The geoid height was determined by GEOID03.
 AA9697
 AA9697;                    North         East    Units  Estimated Accuracy
 AA9697;SPC MT       -   170,910.      521,580.      MT  (+/- 180 meters Scaled)
 AA9697
 AA9697                          SUPERSEDED SURVEY CONTROL
 AA9697
 AA9697.No superseded survey control is available for this station.
 AA9697
 AA9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR381700(NAD 83)
 AA9697_MARKER: DV = VERTICAL CONTROL DISK
 AA9697_SETTING: 66 = SET IN ROCK OUTCROP
 AA9697_STAMPING: D 128 RESET 1995
 AA9697_MARK LOGO: NGS   
 AA9697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9697+STABILITY: POSITION/ELEVATION WELL
 AA9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9697+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9697
 AA9697  HISTORY     - Date     Condition        Report By
 AA9697  HISTORY     - 1995     MONUMENTED       NGS
 AA9697
 AA9697                          STATION DESCRIPTION
 AA9697
 AA9697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CWW)
 AA9697'LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH OF CLYDE PARK ALONG THE EAST SIDE
 AA9697'OF AN OLD RAILROAD AND ALONG THE WEST SIDE OF U.S.  HIGHWAY 89.  TO
 AA9697'REACH FROM THE SAINT MARGARETS CATHOLIC CHURCH, IN CLYDE PARK, GO
 AA9697'SOUTH ALONG U.S.  HIGHWAY 89 FOR 8.1 MI (13.0 KM) TO HIGHWAY MILEPOST
 AA9697'7.  CONTINUE SOUTH FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT.
 AA9697'THE STATION IS 203.0 FT (61.9 M) NORTH OF A CONCRETE SIPHON, 35.4 FT
 AA9697'(10.8 M) WEST OF THE RIGHT OF WAY FENCE AND 14.4 FT (4.4 M) EAST OF
 AA9697'THE CENTER OF THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0124 ***********************************************************************
 RW0124  DESIGNATION -  D 129
 RW0124  PID         -  RW0124
 RW0124  STATE/COUNTY-  MT/MEAGHER
 RW0124  USGS QUAD   -  CHARCOAL GULCH (1995)
 RW0124
 RW0124                         *CURRENT SURVEY CONTROL
 RW0124  ___________________________________________________________________
 RW0124* NAD 83(1986)-  46 37 59.     (N)    110 50 45.     (W)     SCALED    
 RW0124* NAVD 88     -      1692.766  (meters)    5553.68   (feet)  ADJUSTED  
 RW0124  ___________________________________________________________________
 RW0124  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 RW0124  DYNAMIC HT  -        1692.297 (meters)    5552.14  (feet)  COMP
 RW0124  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 RW0124
 RW0124  VERT ORDER  -  SECOND    CLASS 0
 RW0124
 RW0124.The horizontal coordinates were scaled from a topographic map and have
 RW0124.an estimated accuracy of +/- 6 seconds.
 RW0124
 RW0124.The orthometric height was determined by differential leveling
 RW0124.and adjusted by the National Geodetic Survey in June 1991..
 RW0124
 RW0124.The geoid height was determined by GEOID03.
 RW0124
 RW0124.The dynamic height is computed by dividing the NAVD 88
 RW0124.geopotential number by the normal gravity value computed on the
 RW0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0124.degrees latitude (g = 980.6199 gals.).
 RW0124
 RW0124.The modeled gravity was interpolated from observed gravity values.
 RW0124
 RW0124;                    North         East    Units  Estimated Accuracy
 RW0124;SPC MT       -   265,700.      497,010.      MT  (+/- 180 meters Scaled)
 RW0124
 RW0124                          SUPERSEDED SURVEY CONTROL
 RW0124
 RW0124  NGVD 29 (??/??/92) 1691.656  (m)         5550.04   (f) ADJ UNCH    2 0
 RW0124
 RW0124.Superseded values are not recommended for survey control.
 RW0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0124.See file dsdata.txt to determine how the superseded data were derived.
 RW0124
 RW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS118644(NAD 83)
 RW0124_MARKER: DB = BENCH MARK DISK
 RW0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0124_STAMPING: D 129 1934
 RW0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0124+STABILITY: SURFACE MOTION
 RW0124
 RW0124  HISTORY     - Date     Condition        Report By
 RW0124  HISTORY     - 1934     MONUMENTED       CGS
 RW0124  HISTORY     - 1971     GOOD             USGS
 RW0124
 RW0124                          STATION DESCRIPTION
 RW0124
 RW0124'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 RW0124'7.8 MI N FROM WHITE SULPHUR SPRINGS.
 RW0124'8.1 MILES NORTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS TO A
 RW0124'Y- FORK WITH THE OLD HIGHWAY, THEN 1.6 MILES SOUTHEAST ALONG THE OLD
 RW0124'HIGHWAY.  IT IS AT A SHORT LEVEL PORTION OF THE OLD HIGHWAY, ABOUT .3
 RW0124'MILES NORTHWEST ALONG THE OLD HIGHWAY FROM A BEND, 37 FEET NORTH OF
 RW0124'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 129 1934
 RW0124'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0459 ***********************************************************************
 RX0459  DESIGNATION -  D 13
 RX0459  PID         -  RX0459
 RX0459  STATE/COUNTY-  MT/POWELL
 RX0459  USGS QUAD   -  GARRISON (1989)
 RX0459
 RX0459                         *CURRENT SURVEY CONTROL
 RX0459  ___________________________________________________________________
 RX0459* NAD 83(1986)-  46 31 48.     (N)    112 50 01.     (W)     SCALED    
 RX0459* NAVD 88     -      1315.247  (meters)    4315.11   (feet)  POSTED    
 RX0459  ___________________________________________________________________
 RX0459  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RX0459  DYNAMIC HT  -        1314.930 (meters)    4314.07  (feet)  COMP
 RX0459  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 RX0459
 RX0459  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RX0459
 RX0459.The horizontal coordinates were scaled from a topographic map and have
 RX0459.an estimated accuracy of +/- 6 seconds.
 RX0459
 RX0459.The orthometric height was determined by differential leveling
 RX0459.and adjusted by the National Geodetic Survey in 1992..
 RX0459.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RX0459.rate of 3.1 thru 4.0 mm/km.
 RX0459
 RX0459.The geoid height was determined by GEOID03.
 RX0459
 RX0459.The dynamic height is computed by dividing the NAVD 88
 RX0459.geopotential number by the normal gravity value computed on the
 RX0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0459.degrees latitude (g = 980.6199 gals.).
 RX0459
 RX0459.The modeled gravity was interpolated from observed gravity values.
 RX0459
 RX0459;                    North         East    Units  Estimated Accuracy
 RX0459;SPC MT       -   258,800.      344,470.      MT  (+/- 180 meters Scaled)
 RX0459
 RX0459                          SUPERSEDED SURVEY CONTROL
 RX0459
 RX0459  NGVD 29 (??/??/92) 1314.110  (m)         4311.38   (f) ADJ UNCH    1 2
 RX0459
 RX0459.Superseded values are not recommended for survey control.
 RX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0459.See file dsdata.txt to determine how the superseded data were derived.
 RX0459
 RX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS593545(NAD 83)
 RX0459_MARKER: DB = BENCH MARK DISK
 RX0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0459_SP_SET: RETAINING WALL
 RX0459_STAMPING: 4311.533
 RX0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0459
 RX0459  HISTORY     - Date     Condition        Report By
 RX0459  HISTORY     - UNK      MONUMENTED       CGS
 RX0459  HISTORY     - 1959     GOOD             NGS
 RX0459
 RX0459                          STATION DESCRIPTION
 RX0459
 RX0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0459'1.25 MI NW FROM GARRISON.
 RX0459'ABOUT 1.25 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0459'THE STATION AT GARRISON, AT THE SOUTHEAST PORTAL OF TUNNEL 3, IN THE
 RX0459'SOUTHEAST 1/4 OF SECTION 15, T 9 N, R 10 W, 19 1/2 FEET SOUTHWEST OF
 RX0459'THE SOUTHWEST RAIL, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 RX0459'CONCRETE RETAINING WALL OF THE PORTAL, AND ABOUT 6 FEET ABOVE THE
 RX0459'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0122 ***********************************************************************
 RV0122  DESIGNATION -  D 131
 RV0122  PID         -  RV0122
 RV0122  STATE/COUNTY-  MT/FERGUS
 RV0122  USGS QUAD   -  PIKE CREEK HILLS EAST (1986)
 RV0122
 RV0122                         *CURRENT SURVEY CONTROL
 RV0122  ___________________________________________________________________
 RV0122* NAD 83(1986)-  46 47 06.     (N)    108 36 00.     (W)     SCALED    
 RV0122* NAVD 88     -      1078.859  (meters)    3539.56   (feet)  ADJUSTED  
 RV0122  ___________________________________________________________________
 RV0122  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 RV0122  DYNAMIC HT  -        1078.742 (meters)    3539.17  (feet)  COMP
 RV0122  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 RV0122
 RV0122  VERT ORDER  -  SECOND    CLASS 0
 RV0122
 RV0122.The horizontal coordinates were scaled from a topographic map and have
 RV0122.an estimated accuracy of +/- 6 seconds.
 RV0122
 RV0122.The orthometric height was determined by differential leveling
 RV0122.and adjusted by the National Geodetic Survey in June 1991..
 RV0122
 RV0122.The geoid height was determined by GEOID03.
 RV0122
 RV0122.The dynamic height is computed by dividing the NAVD 88
 RV0122.geopotential number by the normal gravity value computed on the
 RV0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0122.degrees latitude (g = 980.6199 gals.).
 RV0122
 RV0122.The modeled gravity was interpolated from observed gravity values.
 RV0122
 RV0122;                    North         East    Units  Estimated Accuracy
 RV0122;SPC MT       -   282,090.      668,680.      MT  (+/- 180 meters Scaled)
 RV0122
 RV0122                          SUPERSEDED SURVEY CONTROL
 RV0122
 RV0122  NGVD 29 (??/??/92) 1078.078  (m)         3536.99   (f) ADJ UNCH    2 0
 RV0122
 RV0122.Superseded values are not recommended for survey control.
 RV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0122.See file dsdata.txt to determine how the superseded data were derived.
 RV0122
 RV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS831840(NAD 83)
 RV0122_MARKER: DB = BENCH MARK DISK
 RV0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0122_STAMPING: D 131 1934
 RV0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0122+STABILITY: SURFACE MOTION
 RV0122
 RV0122  HISTORY     - Date     Condition        Report By
 RV0122  HISTORY     - 1934     MONUMENTED       CGS
 RV0122
 RV0122                          STATION DESCRIPTION
 RV0122
 RV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0122'11.1 MI SE FROM BATTRICK.
 RV0122'11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM BATTRICK, FERGUS
 RV0122'COUNTY, 1/8 MILE SOUTHEAST OF A SMALL WOODEN BRIDGE, 60 FEET NORTHEAST
 RV0122'OF THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTHWEST OF A T-ANGLE IN
 RV0122'THE FENCE, AND 6 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 RV0122'DISK, STAMPED D 131 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0814 ***********************************************************************
 SR0814  DESIGNATION -  D 132
 SR0814  PID         -  SR0814
 SR0814  STATE/COUNTY-  MT/FERGUS
 SR0814  USGS QUAD   -  DENTON (1979)
 SR0814
 SR0814                         *CURRENT SURVEY CONTROL
 SR0814  ___________________________________________________________________
 SR0814* NAD 83(1986)-  47 17 39.     (N)    109 53 39.     (W)     SCALED    
 SR0814* NAVD 88     -      1111.015  (meters)    3645.05   (feet)  ADJUSTED  
 SR0814  ___________________________________________________________________
 SR0814  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 SR0814  DYNAMIC HT  -        1110.926 (meters)    3644.76  (feet)  COMP
 SR0814  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 SR0814
 SR0814  VERT ORDER  -  SECOND    CLASS 0
 SR0814
 SR0814.The horizontal coordinates were scaled from a topographic map and have
 SR0814.an estimated accuracy of +/- 6 seconds.
 SR0814
 SR0814.The orthometric height was determined by differential leveling
 SR0814.and adjusted by the National Geodetic Survey in June 1991..
 SR0814
 SR0814.The geoid height was determined by GEOID03.
 SR0814
 SR0814.The dynamic height is computed by dividing the NAVD 88
 SR0814.geopotential number by the normal gravity value computed on the
 SR0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0814.degrees latitude (g = 980.6199 gals.).
 SR0814
 SR0814.The modeled gravity was interpolated from observed gravity values.
 SR0814
 SR0814;                    North         East    Units  Estimated Accuracy
 SR0814;SPC MT       -   338,340.      570,200.      MT  (+/- 180 meters Scaled)
 SR0814
 SR0814                          SUPERSEDED SURVEY CONTROL
 SR0814
 SR0814  NGVD 29 (??/??/92) 1110.152  (m)         3642.22   (f) ADJ UNCH    2 0
 SR0814
 SR0814.Superseded values are not recommended for survey control.
 SR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0814.See file dsdata.txt to determine how the superseded data were derived.
 SR0814
 SR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT836384(NAD 83)
 SR0814_MARKER: DB = BENCH MARK DISK
 SR0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0814_STAMPING: D 132 1934
 SR0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0814+STABILITY: SURFACE MOTION
 SR0814
 SR0814  HISTORY     - Date     Condition        Report By
 SR0814  HISTORY     - 1934     MONUMENTED       CGS
 SR0814  HISTORY     - 1961     GOOD             NGS
 SR0814
 SR0814                          STATION DESCRIPTION
 SR0814
 SR0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0814'3.55 MI SE FROM DENTON.
 SR0814'ABOUT 3.55 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0814'PACIFIC RAILROAD FROM THE STATION AT DENTON, IN SECTION 25, T 18 N, R
 SR0814'14 E, 7 POLES SOUTHEAST OF MILEPOST 92, 53 FEET NORTHEAST OF THE
 SR0814'NORTHEAST RAIL, 178 FEET NORTHWEST OF THE CENTER OF AN OLD ROAD
 SR0814'CROSSING, 26 FEET NORTH OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A
 SR0814'FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW
 SR0814'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SR0814'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0434 ***********************************************************************
 SR0434  DESIGNATION -  D 134
 SR0434  PID         -  SR0434
 SR0434  STATE/COUNTY-  MT/FERGUS
 SR0434  USGS QUAD   -  HILGER (1985)
 SR0434
 SR0434                         *CURRENT SURVEY CONTROL
 SR0434  ___________________________________________________________________
 SR0434* NAD 83(1986)-  47 19 28.     (N)    109 17 14.     (W)     SCALED    
 SR0434* NAVD 88     -      1147.072  (meters)    3763.35   (feet)  ADJUSTED  
 SR0434  ___________________________________________________________________
 SR0434  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0434  DYNAMIC HT  -        1146.974 (meters)    3763.03  (feet)  COMP
 SR0434  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 SR0434
 SR0434  VERT ORDER  -  SECOND    CLASS 0
 SR0434
 SR0434.The horizontal coordinates were scaled from a topographic map and have
 SR0434.an estimated accuracy of +/- 6 seconds.
 SR0434
 SR0434.The orthometric height was determined by differential leveling
 SR0434.and adjusted by the National Geodetic Survey in June 1991..
 SR0434.WARNING-Repeat measurements at this control monument indicate possible
 SR0434.vertical movement.
 SR0434
 SR0434.The geoid height was determined by GEOID03.
 SR0434
 SR0434.The dynamic height is computed by dividing the NAVD 88
 SR0434.geopotential number by the normal gravity value computed on the
 SR0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0434.degrees latitude (g = 980.6199 gals.).
 SR0434
 SR0434.The modeled gravity was interpolated from observed gravity values.
 SR0434
 SR0434;                    North         East    Units  Estimated Accuracy
 SR0434;SPC MT       -   341,650.      616,080.      MT  (+/- 180 meters Scaled)
 SR0434
 SR0434                          SUPERSEDED SURVEY CONTROL
 SR0434
 SR0434  NGVD 29 (??/??/92) 1146.215  (m)         3760.54   (f) ADJ UNCH    2 0
 SR0434
 SR0434.Superseded values are not recommended for survey control.
 SR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0434.See file dsdata.txt to determine how the superseded data were derived.
 SR0434
 SR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT294426(NAD 83)
 SR0434_MARKER: DB = BENCH MARK DISK
 SR0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0434_STAMPING: D 134 1934
 SR0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0434+STABILITY: SURFACE MOTION
 SR0434
 SR0434  HISTORY     - Date     Condition        Report By
 SR0434  HISTORY     - 1934     MONUMENTED       CGS
 SR0434  HISTORY     - 1961     GOOD             NGS
 SR0434  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0434
 SR0434                          STATION DESCRIPTION
 SR0434
 SR0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0434'2.3 MI NE FROM ROY JUNCTION.
 SR0434'ABOUT 2.3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0434'PACIFIC RAILROAD FROM THE STATION SIGN AT ROY JUNCTION, IN SECTION 15,
 SR0434'T 18 N, R 19 E, 0.1 MILE NORTH OF A TRESTLE, 18 1/2 RAILS SOUTH OF
 SR0434'MILEPOST 24, 5 RAILS SOUTH OF A BANK, 40 1/2 FEET WEST OF THE WEST
 SR0434'RAIL, ABOUT 134 YARDS NORTH OF A CORNER FENCE POST, 38 FEET SOUTHWEST
 SR0434'OF THE WEST END OF A CONCRETE CULVERT, 7 FEET EAST OF A FENCE, ABOUT 3
 SR0434'1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 SR0434'CONCRETE POST PROJECTING 1 FOOT.
 SR0434
 SR0434                          STATION RECOVERY (1979)
 SR0434
 SR0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0039 ***********************************************************************
 SR0039  DESIGNATION -  D 135
 SR0039  PID         -  SR0039
 SR0039  STATE/COUNTY-  MT/PHILLIPS
 SR0039  USGS QUAD   -  ROBINSON SCHOOL (1971)
 SR0039
 SR0039                         *CURRENT SURVEY CONTROL
 SR0039  ___________________________________________________________________
 SR0039* NAD 83(1986)-  47 46 38.     (N)    108 28 57.     (W)     SCALED    
 SR0039* NAVD 88     -       942.183  (meters)    3091.15   (feet)  ADJUSTED  
 SR0039  ___________________________________________________________________
 SR0039  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 SR0039  DYNAMIC HT  -         942.196 (meters)    3091.19  (feet)  COMP
 SR0039  MODELED GRAV-     980,592.5   (mgal)                       NAVD 88
 SR0039
 SR0039  VERT ORDER  -  SECOND    CLASS 0
 SR0039
 SR0039.The horizontal coordinates were scaled from a topographic map and have
 SR0039.an estimated accuracy of +/- 6 seconds.
 SR0039
 SR0039.The orthometric height was determined by differential leveling
 SR0039.and adjusted by the National Geodetic Survey in June 1991..
 SR0039
 SR0039.The geoid height was determined by GEOID03.
 SR0039
 SR0039.The dynamic height is computed by dividing the NAVD 88
 SR0039.geopotential number by the normal gravity value computed on the
 SR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0039.degrees latitude (g = 980.6199 gals.).
 SR0039
 SR0039.The modeled gravity was interpolated from observed gravity values.
 SR0039
 SR0039;                    North         East    Units  Estimated Accuracy
 SR0039;SPC MT       -   392,430.      676,220.      MT  (+/- 180 meters Scaled)
 SR0039
 SR0039                          SUPERSEDED SURVEY CONTROL
 SR0039
 SR0039  NGVD 29 (??/??/92)  941.405  (m)         3088.59   (f) ADJ UNCH    2 0
 SR0039
 SR0039.Superseded values are not recommended for survey control.
 SR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0039.See file dsdata.txt to determine how the superseded data were derived.
 SR0039
 SR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT885946(NAD 83)
 SR0039_MARKER: DB = BENCH MARK DISK
 SR0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0039_STAMPING: D 135 1934
 SR0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0039+STABILITY: SURFACE MOTION
 SR0039
 SR0039  HISTORY     - Date     Condition        Report By
 SR0039  HISTORY     - 1934     MONUMENTED       CGS
 SR0039  HISTORY     - 1972     MARK NOT FOUND   USGS
 SR0039
 SR0039                          STATION DESCRIPTION
 SR0039
 SR0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0039'10.3 MI S FROM ZORTMAN.
 SR0039'10.3 MILES SOUTH ALONG OLD ROCKY POINT FERRY ROAD FROM ZORTMAN,
 SR0039'PHILLIPS COUNTY, AT A SMALL DRAW, AND 50 FEET NORTHEAST OF THE
 SR0039'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 135 1934 AND SET
 SR0039'IN THE TOP OF A CONCRETE POST.
 SR0039
 SR0039                          STATION RECOVERY (1972)
 SR0039
 SR0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SR0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0164 ***********************************************************************
 RW0164  DESIGNATION -  D 136
 RW0164  PID         -  RW0164
 RW0164  STATE/COUNTY-  MT/MEAGHER
 RW0164  USGS QUAD   -  WATSON (1966)
 RW0164
 RW0164                         *CURRENT SURVEY CONTROL
 RW0164  ___________________________________________________________________
 RW0164* NAD 83(1986)-  46 44 59.     (N)    111 21 59.     (W)     SCALED    
 RW0164* NAVD 88     -      1640.596  (meters)    5382.52   (feet)  ADJUSTED  
 RW0164  ___________________________________________________________________
 RW0164  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RW0164  DYNAMIC HT  -        1640.199 (meters)    5381.22  (feet)  COMP
 RW0164  MODELED GRAV-     980,313.3   (mgal)                       NAVD 88
 RW0164
 RW0164  VERT ORDER  -  SECOND    CLASS 0
 RW0164
 RW0164.The horizontal coordinates were scaled from a topographic map and have
 RW0164.an estimated accuracy of +/- 6 seconds.
 RW0164
 RW0164.The orthometric height was determined by differential leveling
 RW0164.and adjusted by the National Geodetic Survey in June 1991..
 RW0164
 RW0164.The geoid height was determined by GEOID03.
 RW0164
 RW0164.The dynamic height is computed by dividing the NAVD 88
 RW0164.geopotential number by the normal gravity value computed on the
 RW0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0164.degrees latitude (g = 980.6199 gals.).
 RW0164
 RW0164.The modeled gravity was interpolated from observed gravity values.
 RW0164
 RW0164;                    North         East    Units  Estimated Accuracy
 RW0164;SPC MT       -   279,470.      457,490.      MT  (+/- 180 meters Scaled)
 RW0164
 RW0164                          SUPERSEDED SURVEY CONTROL
 RW0164
 RW0164  NGVD 29 (??/??/92) 1639.543  (m)         5379.07   (f) ADJ UNCH    2 0
 RW0164
 RW0164.Superseded values are not recommended for survey control.
 RW0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0164.See file dsdata.txt to determine how the superseded data were derived.
 RW0164
 RW0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS720774(NAD 83)
 RW0164_MARKER: DB = BENCH MARK DISK
 RW0164_SETTING: 66 = SET IN ROCK OUTCROP
 RW0164_SP_SET: ROCK OUTCROP
 RW0164_STAMPING: D 136 1934
 RW0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0164+STABILITY: POSITION/ELEVATION WELL
 RW0164
 RW0164  HISTORY     - Date     Condition        Report By
 RW0164  HISTORY     - 1934     MONUMENTED       CGS
 RW0164  HISTORY     - 1966     MARK NOT FOUND   USGS
 RW0164
 RW0164                          STATION DESCRIPTION
 RW0164
 RW0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0164'12.9 MI NW FROM FORT LOGAN.
 RW0164'4.4 MILES WEST ALONG THE WATSON ROAD FROM FORT LOGAN, MEAGHER COUNTY,
 RW0164'THENCE 8.5 MILES NORTHWEST ALONG THE LINGSHIRE ROAD.  7.9 MILES
 RW0164'SOUTHEAST OF LINGSHIRE, 400 FEET NORTHEAST OF A CURVE IN THE ROAD, 82
 RW0164'YARDS SOUTHEAST OF THE CENTERLINE OF THE ROAD, 69 YARDS SOUTHEAST OF
 RW0164'THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 RW0164'DISK, STAMPED D 136 1934.
 RW0164
 RW0164                          STATION RECOVERY (1966)
 RW0164
 RW0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RW0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0769 ***********************************************************************
 SS0769  DESIGNATION -  D 137
 SS0769  PID         -  SS0769
 SS0769  STATE/COUNTY-  MT/CASCADE
 SS0769  USGS QUAD   -  TRULY (1965)
 SS0769
 SS0769                         *CURRENT SURVEY CONTROL
 SS0769  ___________________________________________________________________
 SS0769* NAD 83(1986)-  47 16 31.     (N)    111 25 36.     (W)     SCALED    
 SS0769* NAVD 88     -      1043.451  (meters)    3423.39   (feet)  ADJUSTED  
 SS0769  ___________________________________________________________________
 SS0769  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 SS0769  DYNAMIC HT  -        1043.348 (meters)    3423.05  (feet)  COMP
 SS0769  MODELED GRAV-     980,479.0   (mgal)                       NAVD 88
 SS0769
 SS0769  VERT ORDER  -  SECOND    CLASS 0
 SS0769
 SS0769.The horizontal coordinates were scaled from a topographic map and have
 SS0769.an estimated accuracy of +/- 6 seconds.
 SS0769
 SS0769.The orthometric height was determined by differential leveling
 SS0769.and adjusted by the National Geodetic Survey in June 1991..
 SS0769
 SS0769.The geoid height was determined by GEOID03.
 SS0769
 SS0769.The dynamic height is computed by dividing the NAVD 88
 SS0769.geopotential number by the normal gravity value computed on the
 SS0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0769.degrees latitude (g = 980.6199 gals.).
 SS0769
 SS0769.The modeled gravity was interpolated from observed gravity values.
 SS0769
 SS0769;                    North         East    Units  Estimated Accuracy
 SS0769;SPC MT       -   337,950.      454,320.      MT  (+/- 180 meters Scaled)
 SS0769
 SS0769                          SUPERSEDED SURVEY CONTROL
 SS0769
 SS0769  NGVD 29 (??/??/92) 1042.525  (m)         3420.35   (f) ADJ UNCH    2 0
 SS0769
 SS0769.Superseded values are not recommended for survey control.
 SS0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0769.See file dsdata.txt to determine how the superseded data were derived.
 SS0769
 SS0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT677358(NAD 83)
 SS0769_MARKER: DB = BENCH MARK DISK
 SS0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0769_STAMPING: D 137 1934
 SS0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0769+STABILITY: SURFACE MOTION
 SS0769
 SS0769  HISTORY     - Date     Condition        Report By
 SS0769  HISTORY     - 1934     MONUMENTED       CGS
 SS0769  HISTORY     - 1962     MARK NOT FOUND   NGS
 SS0769
 SS0769                          STATION DESCRIPTION
 SS0769
 SS0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0769'14.3 MI SE FROM ULM.
 SS0769'14.3 MILES SOUTH ALONG THE MILLEGAN ROAD FROM ULM, CASCADE COUNTY,
 SS0769'0.25 MILE SOUTHEAST OF A GROUP OF FARM BUILDINGS, 125 FEET SOUTHEAST
 SS0769'OF A CURVE IN THE ROAD, 25 FEET NORTHEAST OF THE CENTERLINE OF THE
 SS0769'ROAD, AND 5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 SS0769'DISK, STAMPED D 137 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0602 ***********************************************************************
 PY0602  DESIGNATION -  D 138
 PY0602  PID         -  PY0602
 PY0602  STATE/COUNTY-  MT/BEAVERHEAD
 PY0602  USGS QUAD   -  WINSLOW CREEK (1988)
 PY0602
 PY0602                         *CURRENT SURVEY CONTROL
 PY0602  ___________________________________________________________________
 PY0602* NAD 83(1986)-  44 36 04.     (N)    111 57 12.     (W)     SCALED    
 PY0602* NAVD 88     -      2034.249  (meters)    6674.03   (feet)  POSTED    
 PY0602  ___________________________________________________________________
 PY0602  GEOID HEIGHT-          -9.40  (meters)                     GEOID03
 PY0602  DYNAMIC HT  -        2033.110 (meters)    6670.30  (feet)  COMP
 PY0602  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 PY0602
 PY0602  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0602
 PY0602.The horizontal coordinates were scaled from a topographic map and have
 PY0602.an estimated accuracy of +/- 6 seconds.
 PY0602
 PY0602.The orthometric height was determined by differential leveling
 PY0602.and adjusted by the National Geodetic Survey in 1992..
 PY0602.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0602.rate of 4.1 thru 8.0 mm/km.
 PY0602
 PY0602.The geoid height was determined by GEOID03.
 PY0602
 PY0602.The dynamic height is computed by dividing the NAVD 88
 PY0602.geopotential number by the normal gravity value computed on the
 PY0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0602.degrees latitude (g = 980.6199 gals.).
 PY0602
 PY0602.The modeled gravity was interpolated from observed gravity values.
 PY0602
 PY0602;                    North         East    Units  Estimated Accuracy
 PY0602;SPC MT       -    42,080.      405,210.      MT  (+/- 180 meters Scaled)
 PY0602
 PY0602                          SUPERSEDED SURVEY CONTROL
 PY0602
 PY0602  NGVD 29 (??/??/92) 2032.91   (m)         6669.6    (f) COMPUTED    2 0
 PY0602
 PY0602.Superseded values are not recommended for survey control.
 PY0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0602.See file dsdata.txt to determine how the superseded data were derived.
 PY0602
 PY0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ243390(NAD 83)
 PY0602_MARKER: DB = BENCH MARK DISK
 PY0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0602_STAMPING: D 138 1934
 PY0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0602+STABILITY: SURFACE MOTION
 PY0602
 PY0602  HISTORY     - Date     Condition        Report By
 PY0602  HISTORY     - 1934     MONUMENTED       CGS
 PY0602
 PY0602                          STATION DESCRIPTION
 PY0602
 PY0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PY0602'7.9 MI W FROM LAKEVIEW.
 PY0602'7.9 MI W OF AND ALONG THE ROAD TO MONIDA AT A JUNCTION WITH ROAD TO
 PY0602'VIRGINIA CITY BY WAY OF RUBY.  65 FEET NE OF A T ANGLE IN FENCE LINE.
 PY0602'50 FEET SE OF CENTER OF ROAD AND THE POINT OF THE JUNCTION.  5 FEET NW
 PY0602'OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0603 ***********************************************************************
 PY0603  DESIGNATION -  D 138 RESET
 PY0603  PID         -  PY0603
 PY0603  STATE/COUNTY-  MT/BEAVERHEAD
 PY0603  USGS QUAD   -  WINSLOW CREEK (1988)
 PY0603
 PY0603                         *CURRENT SURVEY CONTROL
 PY0603  ___________________________________________________________________
 PY0603* NAD 83(1986)-  44 36 04.     (N)    111 57 11.     (W)     SCALED    
 PY0603* NAVD 88     -      2034.267  (meters)    6674.09   (feet)  ADJUSTED  
 PY0603  ___________________________________________________________________
 PY0603  GEOID HEIGHT-          -9.40  (meters)                     GEOID03
 PY0603  DYNAMIC HT  -        2033.126 (meters)    6670.35  (feet)  COMP
 PY0603  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 PY0603
 PY0603  VERT ORDER  -  FIRST     CLASS II
 PY0603
 PY0603.The horizontal coordinates were scaled from a topographic map and have
 PY0603.an estimated accuracy of +/- 6 seconds.
 PY0603
 PY0603.The orthometric height was determined by differential leveling
 PY0603.and adjusted by the National Geodetic Survey in June 1991..
 PY0603
 PY0603.The geoid height was determined by GEOID03.
 PY0603
 PY0603.The dynamic height is computed by dividing the NAVD 88
 PY0603.geopotential number by the normal gravity value computed on the
 PY0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0603.degrees latitude (g = 980.6199 gals.).
 PY0603
 PY0603.The modeled gravity was interpolated from observed gravity values.
 PY0603
 PY0603;                    North         East    Units  Estimated Accuracy
 PY0603;SPC MT       -    42,080.      405,230.      MT  (+/- 180 meters Scaled)
 PY0603
 PY0603                          SUPERSEDED SURVEY CONTROL
 PY0603
 PY0603  NGVD 29 (??/??/92) 2032.924  (m)         6669.68   (f) ADJ UNCH    1 2
 PY0603
 PY0603.Superseded values are not recommended for survey control.
 PY0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0603.See file dsdata.txt to determine how the superseded data were derived.
 PY0603
 PY0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ243390(NAD 83)
 PY0603_MARKER: DB = BENCH MARK DISK
 PY0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0603_STAMPING: D 138 RESET 1940
 PY0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0603+STABILITY: SURFACE MOTION
 PY0603
 PY0603  HISTORY     - Date     Condition        Report By
 PY0603  HISTORY     - 1940     MONUMENTED       CGS
 PY0603  HISTORY     - 1964     GOOD             NGS
 PY0603
 PY0603                          STATION DESCRIPTION
 PY0603
 PY0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0603'7.9 MI NW FROM LAKEVIEW.
 PY0603'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PY0603'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 22, T 14 S, R 3 W, 50 FEET SOUTH
 PY0603'OF THE CENTER OF THE JUNCTION OF A GRADED DIRT ROAD LEADING NORTH, 44
 PY0603'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 86 FEET NORTH OF THE
 PY0603'NORTHWEST CORNER OF A SMALL LOG HOUSE, 55 FEET NORTHEAST OF THE CENTER
 PY0603'LINE OF A DRIVE LEADING SOUTHEAST TO THE HOUSE, 7 1/2 FEET NORTHWEST
 PY0603'OF A POWER POLE, 6.0 FEET SOUTH OF A METAL WITNESS POST IN A FENCE
 PY0603'LINE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 PY0603'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0589 ***********************************************************************
 QX0589  DESIGNATION -  D 139 RESET
 QX0589  PID         -  QX0589
 QX0589  STATE/COUNTY-  MT/MADISON
 QX0589  USGS QUAD   -  BUCKS NEST (1988)
 QX0589
 QX0589                         *CURRENT SURVEY CONTROL
 QX0589  ___________________________________________________________________
 QX0589* NAD 83(1986)-  45 06 12.     (N)    111 39 01.     (W)     SCALED    
 QX0589* NAVD 88     -      1673.841  (meters)    5491.59   (feet)  ADJUSTED  
 QX0589  ___________________________________________________________________
 QX0589  GEOID HEIGHT-          -9.65  (meters)                     GEOID03
 QX0589  DYNAMIC HT  -        1673.049 (meters)    5488.99  (feet)  COMP
 QX0589  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 QX0589
 QX0589  VERT ORDER  -  FIRST     CLASS II
 QX0589
 QX0589.The horizontal coordinates were scaled from a topographic map and have
 QX0589.an estimated accuracy of +/- 6 seconds.
 QX0589
 QX0589.The orthometric height was determined by differential leveling
 QX0589.and adjusted by the National Geodetic Survey in June 1991..
 QX0589
 QX0589.The geoid height was determined by GEOID03.
 QX0589
 QX0589.The dynamic height is computed by dividing the NAVD 88
 QX0589.geopotential number by the normal gravity value computed on the
 QX0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0589.degrees latitude (g = 980.6199 gals.).
 QX0589
 QX0589.The modeled gravity was interpolated from observed gravity values.
 QX0589
 QX0589;                    North         East    Units  Estimated Accuracy
 QX0589;SPC MT       -    97,170.      430,790.      MT  (+/- 180 meters Scaled)
 QX0589
 QX0589                          SUPERSEDED SURVEY CONTROL
 QX0589
 QX0589  NGVD 29 (08/20/92) 1672.631  (m)         5487.62   (f) ADJUSTED    1 2
 QX0589
 QX0589.Superseded values are not recommended for survey control.
 QX0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0589.See file dsdata.txt to determine how the superseded data were derived.
 QX0589
 QX0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ488946(NAD 83)
 QX0589_MARKER: DB = BENCH MARK DISK
 QX0589_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0589_SP_SET: ABUTMENT
 QX0589_STAMPING: D 139 RESET 1984
 QX0589_MARK LOGO: NGS   
 QX0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0589
 QX0589  HISTORY     - Date     Condition        Report By
 QX0589  HISTORY     - 1984     MONUMENTED       NGS
 QX0589  HISTORY     - 1987     GOOD             NGS
 QX0589
 QX0589                          STATION DESCRIPTION
 QX0589
 QX0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0589'11.8 KM (7.35 MI) SOUTH FROM CAMERON.
 QX0589'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0589'OFFICE IN CAMERON, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END
 QX0589'OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING INDIAN
 QX0589'CREEK, AND 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 QX0589'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0679 ***********************************************************************
 RX0679  DESIGNATION -  D 14 RESET
 RX0679  PID         -  RX0679
 RX0679  STATE/COUNTY-  MT/MISSOULA
 RX0679  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0679
 RX0679                         *CURRENT SURVEY CONTROL
 RX0679  ___________________________________________________________________
 RX0679* NAD 83(1986)-  46 52 16.     (N)    113 59 40.     (W)     SCALED    
 RX0679* NAVD 88     -       976.50   (meters)    3203.7    (feet)  RESET     
 RX0679  ___________________________________________________________________
 RX0679  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RX0679
 RX0679  VERT ORDER  -  THIRD
 RX0679
 RX0679.The horizontal coordinates were scaled from a topographic map and have
 RX0679.an estimated accuracy of +/- 6 seconds.
 RX0679
 RX0679.The orthometric height was computed from unverified reset data.
 RX0679.No vertical observational check was made to the station.
 RX0679
 RX0679.The geoid height was determined by GEOID03.
 RX0679
 RX0679;                    North         East    Units  Estimated Accuracy
 RX0679;SPC MT       -   301,080.      257,740.      MT  (+/- 180 meters Scaled)
 RX0679
 RX0679                          SUPERSEDED SURVEY CONTROL
 RX0679
 RX0679.No superseded survey control is available for this station.
 RX0679
 RX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS718951(NAD 83)
 RX0679_MARKER: DD = SURVEY DISK
 RX0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0679_SP_SET: BUILDING
 RX0679_STAMPING: D 14 RESET 1962
 RX0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0679
 RX0679  HISTORY     - Date     Condition        Report By
 RX0679  HISTORY     - 1962     MONUMENTED       LOCENG
 RX0679  HISTORY     - 1963     GOOD             LOCENG
 RX0679
 RX0679                          STATION DESCRIPTION
 RX0679
 RX0679'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 RX0679'IN MISSOULA.
 RX0679'AT MISSOULA, MONTANA, MISSOULA COUNTY, AT THE SOUTHEAST CORNER OF THE
 RX0679'INTERSECTION OF HIGGINS AVENUE AND FRONT STREET IN THE SIDEWALK, 6
 RX0679'FEET SOUTH OF THE NORTHWEST CORNER OF THE FIRST NATIONAL BANK BUILDING
 RX0679'AND 1 FOOT WEST OF THE BUILDING, AND SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0854 ***********************************************************************
 RX0854  DESIGNATION -  D 141
 RX0854  PID         -  RX0854
 RX0854  STATE/COUNTY-  MT/GRANITE
 RX0854  USGS QUAD   -  MAXVILLE (1971)
 RX0854
 RX0854                         *CURRENT SURVEY CONTROL
 RX0854  ___________________________________________________________________
 RX0854* NAD 83(1986)-  46 28 52.     (N)    113 14 05.     (W)     SCALED    
 RX0854* NAVD 88     -      1435.548  (meters)    4709.79   (feet)  ADJUSTED  
 RX0854  ___________________________________________________________________
 RX0854  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 RX0854  DYNAMIC HT  -        1435.152 (meters)    4708.49  (feet)  COMP
 RX0854  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 RX0854
 RX0854  VERT ORDER  -  SECOND    CLASS 0
 RX0854
 RX0854.The horizontal coordinates were scaled from a topographic map and have
 RX0854.an estimated accuracy of +/- 6 seconds.
 RX0854
 RX0854.The orthometric height was determined by differential leveling
 RX0854.and adjusted by the National Geodetic Survey in June 1991..
 RX0854
 RX0854.The geoid height was determined by GEOID03.
 RX0854
 RX0854.The dynamic height is computed by dividing the NAVD 88
 RX0854.geopotential number by the normal gravity value computed on the
 RX0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0854.degrees latitude (g = 980.6199 gals.).
 RX0854
 RX0854.The modeled gravity was interpolated from observed gravity values.
 RX0854
 RX0854;                    North         East    Units  Estimated Accuracy
 RX0854;SPC MT       -   254,760.      313,480.      MT  (+/- 180 meters Scaled)
 RX0854
 RX0854                          SUPERSEDED SURVEY CONTROL
 RX0854
 RX0854  NGVD 29 (??/??/92) 1434.389  (m)         4705.99   (f) ADJ UNCH    2 0
 RX0854
 RX0854.Superseded values are not recommended for survey control.
 RX0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0854.See file dsdata.txt to determine how the superseded data were derived.
 RX0854
 RX0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS284499(NAD 83)
 RX0854_MARKER: DB = BENCH MARK DISK
 RX0854_SETTING: 80 = SET IN A BOULDER
 RX0854_SP_SET: BOULDER
 RX0854_STAMPING: D 141 1934
 RX0854_MARK LOGO: CGS   
 RX0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0854+STABILITY: SURFACE MOTION
 RX0854
 RX0854  HISTORY     - Date     Condition        Report By
 RX0854  HISTORY     - 1934     MONUMENTED       CGS
 RX0854  HISTORY     - 19961231 GOOD             MTDOT
 RX0854
 RX0854                          STATION DESCRIPTION
 RX0854
 RX0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0854'2.0 MI (3.2 KM) SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM STONE,
 RX0854'GRANITE COUNTY, 2-3/4 POLES NORTH OF MILEPOST 14, 32 FT (9.8 M) WEST
 RX0854'OF THE TRACK, 1 FT (0.3 M) EAST OF THE RIGHT-OF-WAY FENCE, AND IN THE
 RX0854'TOP OF A LARGE GRANITE BOULDER, ABOUT LEVEL WITH THE TRACK.
 RX0854
 RX0854                          STATION RECOVERY (1996)
 RX0854
 RX0854'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996
 RX0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0183 ***********************************************************************
 QY0183  DESIGNATION -  D 142
 QY0183  PID         -  QY0183
 QY0183  STATE/COUNTY-  MT/BEAVERHEAD
 QY0183  USGS QUAD   -  DILLON EAST (1979)
 QY0183
 QY0183                         *CURRENT SURVEY CONTROL
 QY0183  ___________________________________________________________________
 QY0183* NAD 83(1986)-  45 14 21.     (N)    112 35 51.     (W)     SCALED    
 QY0183* NAVD 88     -      1538.193  (meters)    5046.55   (feet)  ADJUSTED  
 QY0183  ___________________________________________________________________
 QY0183  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 QY0183  DYNAMIC HT  -        1537.570 (meters)    5044.51  (feet)  COMP
 QY0183  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 QY0183
 QY0183  VERT ORDER  -  SECOND    CLASS 0
 QY0183
 QY0183.The horizontal coordinates were scaled from a topographic map and have
 QY0183.an estimated accuracy of +/- 6 seconds.
 QY0183
 QY0183.The orthometric height was determined by differential leveling
 QY0183.and adjusted by the National Geodetic Survey in June 1991..
 QY0183
 QY0183.The geoid height was determined by GEOID03.
 QY0183
 QY0183.The dynamic height is computed by dividing the NAVD 88
 QY0183.geopotential number by the normal gravity value computed on the
 QY0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0183.degrees latitude (g = 980.6199 gals.).
 QY0183
 QY0183.The modeled gravity was interpolated from observed gravity values.
 QY0183
 QY0183;                    North         East    Units  Estimated Accuracy
 QY0183;SPC MT       -   114,750.      356,890.      MT  (+/- 180 meters Scaled)
 QY0183
 QY0183                          SUPERSEDED SURVEY CONTROL
 QY0183
 QY0183  NGVD 29 (??/??/92) 1537.054  (m)         5042.82   (f) ADJ UNCH    2 0
 QY0183
 QY0183.Superseded values are not recommended for survey control.
 QY0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0183.See file dsdata.txt to determine how the superseded data were derived.
 QY0183
 QY0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR746107(NAD 83)
 QY0183_MARKER: DB = BENCH MARK DISK
 QY0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0183_STAMPING: D 142 1934
 QY0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0183+STABILITY: SURFACE MOTION
 QY0183
 QY0183  HISTORY     - Date     Condition        Report By
 QY0183  HISTORY     - 1934     MONUMENTED       CGS
 QY0183  HISTORY     - 1962     MARK NOT FOUND   NGS
 QY0183
 QY0183                          STATION DESCRIPTION
 QY0183
 QY0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0183'2.9 MI N FROM DILLON.
 QY0183'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM DILLON, 0.3 MILES
 QY0183'NORTHEAST OF A LARGE RED BARN WEST OF THE HIGHWAY, ABOUT 45 FEET
 QY0183'NORTHEAST OF A LARGE GATE IN THE WEST RIGHT-OF-WAY FENCE, 32 FEET
 QY0183'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHWEST OF
 QY0183'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 142 1934 AND SET
 QY0183'IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN REGRADED AND
 QY0183'WIDENED SO THAT IT SEEMS PROBABLE THAT THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0070 ***********************************************************************
 QY0070  DESIGNATION -  D 143
 QY0070  PID         -  QY0070
 QY0070  STATE/COUNTY-  MT/JEFFERSON
 QY0070  USGS QUAD   -  VENDOME (1996)
 QY0070
 QY0070                         *CURRENT SURVEY CONTROL
 QY0070  ___________________________________________________________________
 QY0070* NAD 83(1986)-  45 46 06.     (N)    112 09 49.     (W)     SCALED    
 QY0070* NAVD 88     -      1347.101  (meters)    4419.61   (feet)  ADJUSTED  
 QY0070  ___________________________________________________________________
 QY0070  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 QY0070  DYNAMIC HT  -        1346.637 (meters)    4418.09  (feet)  COMP
 QY0070  MODELED GRAV-     980,225.2   (mgal)                       NAVD 88
 QY0070
 QY0070  VERT ORDER  -  SECOND    CLASS 0
 QY0070
 QY0070.The horizontal coordinates were scaled from a topographic map and have
 QY0070.an estimated accuracy of +/- 6 seconds.
 QY0070
 QY0070.The orthometric height was determined by differential leveling
 QY0070.and adjusted by the National Geodetic Survey in June 1991..
 QY0070
 QY0070.The geoid height was determined by GEOID03.
 QY0070
 QY0070.The dynamic height is computed by dividing the NAVD 88
 QY0070.geopotential number by the normal gravity value computed on the
 QY0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0070.degrees latitude (g = 980.6199 gals.).
 QY0070
 QY0070.The modeled gravity was interpolated from observed gravity values.
 QY0070
 QY0070;                    North         East    Units  Estimated Accuracy
 QY0070;SPC MT       -   172,260.      392,930.      MT  (+/- 180 meters Scaled)
 QY0070
 QY0070                          SUPERSEDED SURVEY CONTROL
 QY0070
 QY0070  NGVD 29 (??/??/92) 1345.968  (m)         4415.90   (f) ADJ UNCH    2 0
 QY0070
 QY0070.Superseded values are not recommended for survey control.
 QY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0070.See file dsdata.txt to determine how the superseded data were derived.
 QY0070
 QY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR095689(NAD 83)
 QY0070_MARKER: DB = BENCH MARK DISK
 QY0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0070_STAMPING: D 143 1934
 QY0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0070+STABILITY: SURFACE MOTION
 QY0070
 QY0070  HISTORY     - Date     Condition        Report By
 QY0070  HISTORY     - 1934     MONUMENTED       CGS
 QY0070
 QY0070                          STATION DESCRIPTION
 QY0070
 QY0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0070'3.5 MI N FROM WATERLOO.
 QY0070'IN JEFFERSON COUNTY, 3.5 MILES NORTH ALONG THE NORTHERN PACIFIC
 QY0070'RAILWAY FROM WATERLOO, 70 YARDS NORTH OF THE STATION AT WINSLOW SPUR,
 QY0070'58 FEET EAST OF MILEPOST 8, 46 FEET EAST OF THE TRACK, AND 2 FEET WEST
 QY0070'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 143 1934 AND
 QY0070'SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0336 ***********************************************************************
 PY0336  DESIGNATION -  D 144
 PY0336  PID         -  PY0336
 PY0336  STATE/COUNTY-  MT/GALLATIN
 PY0336  USGS QUAD   -  HEBGEN DAM (1988)
 PY0336
 PY0336                         *CURRENT SURVEY CONTROL
 PY0336  ___________________________________________________________________
 PY0336* NAD 83(1986)-  44 52 03.     (N)    111 21 38.     (W)     SCALED    
 PY0336* NAVD 88     -      1998.542  (meters)    6556.88   (feet)  POSTED    
 PY0336  ___________________________________________________________________
 PY0336  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PY0336  DYNAMIC HT  -        1997.470 (meters)    6553.37  (feet)  COMP
 PY0336  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 PY0336
 PY0336  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0336
 PY0336.The horizontal coordinates were scaled from a topographic map and have
 PY0336.an estimated accuracy of +/- 6 seconds.
 PY0336
 PY0336.The orthometric height was determined by differential leveling
 PY0336.and adjusted by the National Geodetic Survey in 1992..
 PY0336.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0336.rate of 0.0 thru 1.0 mm/km.
 PY0336
 PY0336.The geoid height was determined by GEOID03.
 PY0336
 PY0336.The dynamic height is computed by dividing the NAVD 88
 PY0336.geopotential number by the normal gravity value computed on the
 PY0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0336.degrees latitude (g = 980.6199 gals.).
 PY0336
 PY0336.The modeled gravity was interpolated from observed gravity values.
 PY0336
 PY0336;                    North         East    Units  Estimated Accuracy
 PY0336;SPC MT       -    70,390.      452,970.      MT  (+/- 180 meters Scaled)
 PY0336
 PY0336                          SUPERSEDED SURVEY CONTROL
 PY0336
 PY0336  NGVD 29 (??/??/92) 1997.00   (m)         6551.8    (f) COMPUTED    1 2
 PY0336
 PY0336.Superseded values are not recommended for survey control.
 PY0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0336.See file dsdata.txt to determine how the superseded data were derived.
 PY0336
 PY0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ715682(NAD 83)
 PY0336_MARKER: DB = BENCH MARK DISK
 PY0336_SETTING: 66 = SET IN ROCK OUTCROP
 PY0336_SP_SET: LARGE ROCK
 PY0336_STAMPING: D 144 1959
 PY0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0336+STABILITY: POSITION/ELEVATION WELL
 PY0336
 PY0336  HISTORY     - Date     Condition        Report By
 PY0336  HISTORY     - 1959     MONUMENTED       CGS
 PY0336
 PY0336                          STATION DESCRIPTION
 PY0336
 PY0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0336'1.6 MI W FROM HEBGEN DAM.
 PY0336'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0336'SECTION 21, R 3 E, T 11 S, 53 FEET SOUTH OF THE CENTER LINE OF THE
 PY0336'HIGHWAY, IN THE TOP OF A LARGE ROCK, ABOUT 0.5 MILE EAST OF THE BRIDGE
 PY0336'OVER BEAVER CREEK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0337 ***********************************************************************
 PY0337  DESIGNATION -  D 144 RESET
 PY0337  PID         -  PY0337
 PY0337  STATE/COUNTY-  MT/GALLATIN
 PY0337  USGS QUAD   -  HEBGEN DAM (1988)
 PY0337
 PY0337                         *CURRENT SURVEY CONTROL
 PY0337  ___________________________________________________________________
 PY0337* NAD 83(1986)-  44 52 03.     (N)    111 21 38.     (W)     SCALED    
 PY0337* NAVD 88     -      1997.536  (meters)    6553.58   (feet)  ADJUSTED  
 PY0337  ___________________________________________________________________
 PY0337  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PY0337  DYNAMIC HT  -        1996.460 (meters)    6550.05  (feet)  COMP
 PY0337  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 PY0337
 PY0337  VERT ORDER  -  FIRST     CLASS II
 PY0337
 PY0337.The horizontal coordinates were scaled from a topographic map and have
 PY0337.an estimated accuracy of +/- 6 seconds.
 PY0337
 PY0337.The orthometric height was determined by differential leveling
 PY0337.and adjusted by the National Geodetic Survey in June 1991..
 PY0337
 PY0337.The geoid height was determined by GEOID03.
 PY0337
 PY0337.The dynamic height is computed by dividing the NAVD 88
 PY0337.geopotential number by the normal gravity value computed on the
 PY0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0337.degrees latitude (g = 980.6199 gals.).
 PY0337
 PY0337.The modeled gravity was interpolated from observed gravity values.
 PY0337
 PY0337;                    North         East    Units  Estimated Accuracy
 PY0337;SPC MT       -    70,390.      452,970.      MT  (+/- 180 meters Scaled)
 PY0337
 PY0337                          SUPERSEDED SURVEY CONTROL
 PY0337
 PY0337  NGVD 29 (08/20/92) 1996.294  (m)         6549.51   (f) ADJUSTED    1 2
 PY0337
 PY0337.Superseded values are not recommended for survey control.
 PY0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0337.See file dsdata.txt to determine how the superseded data were derived.
 PY0337
 PY0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ715682(NAD 83)
 PY0337_MARKER: DB = BENCH MARK DISK
 PY0337_SETTING: 80 = SET IN A BOULDER
 PY0337_SP_SET: BOULDER
 PY0337_STAMPING: D 144 RESET 1964
 PY0337_MARK LOGO: CGS   
 PY0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0337+STABILITY: SURFACE MOTION
 PY0337
 PY0337  HISTORY     - Date     Condition        Report By
 PY0337  HISTORY     - 1964     MONUMENTED       CGS
 PY0337  HISTORY     - 1987     GOOD             NGS
 PY0337
 PY0337                          STATION DESCRIPTION
 PY0337
 PY0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0337'23.2 MI NW FROM WEST YELLOWSTONE.
 PY0337'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE INTERSECTION OF
 PY0337'HIGHWAY 191 AND CANYON STREET, JUST WEST OF THE POST OFFICE IN WEST
 PY0337'YELLOWSTONE, TO THE JUNCTION OF SECONDARY ROAD 499, THENCE NORTHWEST
 PY0337'ON SECONDARY 499 FOR 14.8 MILES TO THE MARK ON THE LEFT, THIS IS 0.5
 PY0337'MILES BEFORE REACHING THE BRIDGE OVER BEAVER CREEK, 76 FEET SOUTH OF
 PY0337'THE CENTER OF THE HIGHWAY, 8 FEET SOUTHWEST OF A 3-FOOT PINE TREE WITH
 PY0337'A WITNESS SIGN NAILED ON IT, 3 FEET EAST OF A METAL WITNESS POST AND 4
 PY0337'FEET BELOW THE LEVEL OF THE HIGHWAY, CEMENTED IN A DRILL HOLE IN A 2
 PY0337'BY 4 FOOT BOULDER WITH THE LETTERS B M PAINTED ON IT. THE BOULDER
 PY0337'PROJECTS 6 INCHES ON THE NORTH SIDE AND 14 INCHES ON THE SOUTH SIDE.
 PY0337
 PY0337                          STATION RECOVERY (1987)
 PY0337
 PY0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0337'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  36.7 KM
 PY0337'(22.80 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF
 PY0337'U.S. HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0443 ***********************************************************************
 QX0443  DESIGNATION -  D 145
 QX0443  PID         -  QX0443
 QX0443  STATE/COUNTY-  MT/MADISON
 QX0443  USGS QUAD   -  HARRISON (1988)
 QX0443
 QX0443                         *CURRENT SURVEY CONTROL
 QX0443  ___________________________________________________________________
 QX0443* NAD 83(1986)-  45 44 08.     (N)    111 47 43.     (W)     SCALED    
 QX0443* NAVD 88     -      1448.709  (meters)    4752.97   (feet)  ADJUSTED  
 QX0443  ___________________________________________________________________
 QX0443  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 QX0443  DYNAMIC HT  -        1448.247 (meters)    4751.46  (feet)  COMP
 QX0443  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 QX0443
 QX0443  VERT ORDER  -  FIRST     CLASS II
 QX0443
 QX0443.The horizontal coordinates were scaled from a topographic map and have
 QX0443.an estimated accuracy of +/- 6 seconds.
 QX0443
 QX0443.The orthometric height was determined by differential leveling
 QX0443.and adjusted by the National Geodetic Survey in June 1991..
 QX0443
 QX0443.The geoid height was determined by GEOID03.
 QX0443
 QX0443.The dynamic height is computed by dividing the NAVD 88
 QX0443.geopotential number by the normal gravity value computed on the
 QX0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0443.degrees latitude (g = 980.6199 gals.).
 QX0443
 QX0443.The modeled gravity was interpolated from observed gravity values.
 QX0443
 QX0443;                    North         East    Units  Estimated Accuracy
 QX0443;SPC MT       -   167,710.      421,450.      MT  (+/- 180 meters Scaled)
 QX0443
 QX0443                          SUPERSEDED SURVEY CONTROL
 QX0443
 QX0443  NGVD 29 (??/??/92) 1447.618  (m)         4749.39   (f) ADJ UNCH    1 2
 QX0443
 QX0443.Superseded values are not recommended for survey control.
 QX0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0443.See file dsdata.txt to determine how the superseded data were derived.
 QX0443
 QX0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR381649(NAD 83)
 QX0443_MARKER: DB = BENCH MARK DISK
 QX0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0443_STAMPING: D 145 1959
 QX0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0443+STABILITY: SURFACE MOTION
 QX0443
 QX0443  HISTORY     - Date     Condition        Report By
 QX0443  HISTORY     - 1959     MONUMENTED       CGS
 QX0443
 QX0443                          STATION DESCRIPTION
 QX0443
 QX0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0443'2.9 MI N FROM HARRISON.
 QX0443'ABOUT 0.3 MILE NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0443'RAILROAD FROM THE STATION AT HARRISON, THENCE ABOUT 2.6 MILES NORTH
 QX0443'ALONG A BRANCH LINE OF THE NORTHERN PACIFIC RAILROAD, IN SECTION 24, T
 QX0443'1 S, R 2 W, 63 FEET EAST AND ACROSS THE TRACK FROM MILEPOST 7, AT THE
 QX0443'SOUTH END OF A SHARP CURVE, 104 FEET WEST AND ACROSS A DIRT ROAD FROM
 QX0443'A FENCE, 76 FEET WEST OF THE CENTER LINE OF THE ROAD, 51 FEET EAST OF
 QX0443'THE EAST RAIL, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 QX0443'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0346 ***********************************************************************
 QX0346  DESIGNATION -  D 146
 QX0346  PID         -  QX0346
 QX0346  STATE/COUNTY-  MT/MADISON
 QX0346  USGS QUAD   -  ENNIS (1988)
 QX0346
 QX0346                         *CURRENT SURVEY CONTROL
 QX0346  ___________________________________________________________________
 QX0346* NAD 83(1986)-  45 20 32.     (N)    111 42 52.     (W)     SCALED    
 QX0346* NAVD 88     -      1507.287  (meters)    4945.16   (feet)  ADJUSTED  
 QX0346  ___________________________________________________________________
 QX0346  GEOID HEIGHT-         -10.25  (meters)                     GEOID03
 QX0346  DYNAMIC HT  -        1506.681 (meters)    4943.17  (feet)  COMP
 QX0346  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 QX0346
 QX0346  VERT ORDER  -  FIRST     CLASS II
 QX0346
 QX0346.The horizontal coordinates were scaled from a topographic map and have
 QX0346.an estimated accuracy of +/- 6 seconds.
 QX0346
 QX0346.The orthometric height was determined by differential leveling
 QX0346.and adjusted by the National Geodetic Survey in June 1991..
 QX0346
 QX0346.The geoid height was determined by GEOID03.
 QX0346
 QX0346.The dynamic height is computed by dividing the NAVD 88
 QX0346.geopotential number by the normal gravity value computed on the
 QX0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0346.degrees latitude (g = 980.6199 gals.).
 QX0346
 QX0346.The modeled gravity was interpolated from observed gravity values.
 QX0346
 QX0346;                    North         East    Units  Estimated Accuracy
 QX0346;SPC MT       -   123,850.      426,500.      MT  (+/- 180 meters Scaled)
 QX0346
 QX0346                          SUPERSEDED SURVEY CONTROL
 QX0346
 QX0346  NGVD 29 (08/20/92) 1506.134  (m)         4941.37   (f) ADJUSTED    1 2
 QX0346
 QX0346.Superseded values are not recommended for survey control.
 QX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0346.See file dsdata.txt to determine how the superseded data were derived.
 QX0346
 QX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR440212(NAD 83)
 QX0346_MARKER: DB = BENCH MARK DISK
 QX0346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0346_SP_SET: BRIDGE DECK
 QX0346_STAMPING: D 146 1959
 QX0346_MARK LOGO: CGS   
 QX0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0346+STABILITY: SURFACE MOTION
 QX0346
 QX0346  HISTORY     - Date     Condition        Report By
 QX0346  HISTORY     - 1959     MONUMENTED       CGS
 QX0346  HISTORY     - 1987     GOOD             NGS
 QX0346
 QX0346                          STATION DESCRIPTION
 QX0346
 QX0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0346'1.05 MI SE FROM ENNIS.
 QX0346'1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE HIGHSCHOOL AT
 QX0346'ENNIS, IN SECTION 3, T 6 S, R 1 W, 11 1/2 FEET SOUTHWEST OF THE CENTER
 QX0346'LINE OF THE HIGHWAY, AT THE SOUTHEAST END OF A CONCRETE BRIDGE OVER
 QX0346'ODELL CREEK, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE FLOORING,
 QX0346'AND FLUSH WITH THE HIGHWAY.
 QX0346
 QX0346                          STATION RECOVERY (1987)
 QX0346
 QX0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0096 ***********************************************************************
 RU0096  DESIGNATION -  D 147
 RU0096  PID         -  RU0096
 RU0096  STATE/COUNTY-  MT/ROSEBUD
 RU0096  USGS QUAD   -  FORSYTH (1984)
 RU0096
 RU0096                         *CURRENT SURVEY CONTROL
 RU0096  ___________________________________________________________________
 RU0096* NAD 83(1986)-  46 15 32.     (N)    106 44 43.     (W)     SCALED    
 RU0096* NAVD 88     -       775.569  (meters)    2544.51   (feet)  ADJUSTED  
 RU0096  ___________________________________________________________________
 RU0096  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 RU0096  DYNAMIC HT  -         775.492 (meters)    2544.26  (feet)  COMP
 RU0096  MODELED GRAV-     980,490.5   (mgal)                       NAVD 88
 RU0096
 RU0096  VERT ORDER  -  FIRST     CLASS II
 RU0096
 RU0096.The horizontal coordinates were scaled from a topographic map and have
 RU0096.an estimated accuracy of +/- 6 seconds.
 RU0096
 RU0096.The orthometric height was determined by differential leveling
 RU0096.and adjusted by the National Geodetic Survey in June 1991..
 RU0096
 RU0096.The geoid height was determined by GEOID03.
 RU0096
 RU0096.The dynamic height is computed by dividing the NAVD 88
 RU0096.geopotential number by the normal gravity value computed on the
 RU0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0096.degrees latitude (g = 980.6199 gals.).
 RU0096
 RU0096.The modeled gravity was interpolated from observed gravity values.
 RU0096
 RU0096;                    North         East    Units  Estimated Accuracy
 RU0096;SPC MT       -   226,970.      812,240.      MT  (+/- 180 meters Scaled)
 RU0096
 RU0096                          SUPERSEDED SURVEY CONTROL
 RU0096
 RU0096  NGVD 29 (??/??/92)  774.943  (m)         2542.46   (f) ADJ UNCH    1 2
 RU0096
 RU0096.Superseded values are not recommended for survey control.
 RU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0096.See file dsdata.txt to determine how the superseded data were derived.
 RU0096
 RU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM654242(NAD 83)
 RU0096_MARKER: DB = BENCH MARK DISK
 RU0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0096_SP_SET: BRIDGE ABUTMENT
 RU0096_STAMPING: D 147 1960
 RU0096_MARK LOGO: CGS   
 RU0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0096
 RU0096  HISTORY     - Date     Condition        Report By
 RU0096  HISTORY     - 1960     MONUMENTED       CGS
 RU0096  HISTORY     - 1981     GOOD             NGS
 RU0096
 RU0096                          STATION DESCRIPTION
 RU0096
 RU0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0096'3.35 MI W FROM FORSYTH.
 RU0096'ABOUT 3.35 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0096'STATION AT FORSYTH, 6 TELEPHONES POLES WEST OF MILEPOST 127,IN SECTION
 RU0096'20, R 40 E, T 6 N, SET IN THE TOP OF THE SOUTH END OF THE WEST
 RU0096'CONCRETE ABUTMENT OF BRIDGE NUMBER 127 UNDER THE TRACK, 6 FEET SOUTH
 RU0096'OF THE SOUTH RAIL, 83 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RU0096'AND ABOUT 8 INCHES BELOW THE TRACK.
 RU0096
 RU0096                          STATION RECOVERY (1981)
 RU0096
 RU0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0050 ***********************************************************************
 RU0050  DESIGNATION -  D 148
 RU0050  PID         -  RU0050
 RU0050  STATE/COUNTY-  MT/ROSEBUD
 RU0050  USGS QUAD   -  ROSEBUD (1968)
 RU0050
 RU0050                         *CURRENT SURVEY CONTROL
 RU0050  ___________________________________________________________________
 RU0050* NAD 83(1986)-  46 16 31.     (N)    106 26 23.     (W)     SCALED    
 RU0050* NAVD 88     -       758.105  (meters)    2487.22   (feet)  ADJUSTED  
 RU0050  ___________________________________________________________________
 RU0050  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 RU0050  DYNAMIC HT  -         758.033 (meters)    2486.98  (feet)  COMP
 RU0050  MODELED GRAV-     980,494.9   (mgal)                       NAVD 88
 RU0050
 RU0050  VERT ORDER  -  FIRST     CLASS II
 RU0050
 RU0050.The horizontal coordinates were scaled from a topographic map and have
 RU0050.an estimated accuracy of +/- 6 seconds.
 RU0050
 RU0050.The orthometric height was determined by differential leveling
 RU0050.and adjusted by the National Geodetic Survey in June 1991..
 RU0050
 RU0050.The geoid height was determined by GEOID03.
 RU0050
 RU0050.The dynamic height is computed by dividing the NAVD 88
 RU0050.geopotential number by the normal gravity value computed on the
 RU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0050.degrees latitude (g = 980.6199 gals.).
 RU0050
 RU0050.The modeled gravity was interpolated from observed gravity values.
 RU0050
 RU0050;                    North         East    Units  Estimated Accuracy
 RU0050;SPC MT       -   229,670.      835,700.      MT  (+/- 180 meters Scaled)
 RU0050
 RU0050                          SUPERSEDED SURVEY CONTROL
 RU0050
 RU0050  NGVD 29 (??/??/92)  757.499  (m)         2485.23   (f) ADJ UNCH    1 2
 RU0050
 RU0050.Superseded values are not recommended for survey control.
 RU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0050.See file dsdata.txt to determine how the superseded data were derived.
 RU0050
 RU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM890256(NAD 83)
 RU0050_MARKER: DB = BENCH MARK DISK
 RU0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0050_SP_SET: BRIDGE ABUTMENT
 RU0050_STAMPING: D 148 1960
 RU0050_MARK LOGO: CGS   
 RU0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0050
 RU0050  HISTORY     - Date     Condition        Report By
 RU0050  HISTORY     - 1960     MONUMENTED       CGS
 RU0050  HISTORY     - 1981     GOOD             NGS
 RU0050
 RU0050                          STATION DESCRIPTION
 RU0050
 RU0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0050'0.15 MI NE FROM ROSEBUD.
 RU0050'ABOUT 0.15 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0050'STATION AT ROSEBUD, 3 RAILS NORTHEAST OF SEMAPHORE NUMBER 111.0, IN
 RU0050'SECTION 14, R 42 E, T 6 N, SET IN THE TOP OF THE SOUTHEAST END OF THE
 RU0050'EAST CONCRETE ABUTMENT OF BRIDGE NUMBER 111, 42 FEET SOUTHEAST OF THE
 RU0050'SOUTHEAST RAIL, AND ABOUT 8 INCHES BELOW THE TRACK.
 RU0050
 RU0050                          STATION RECOVERY (1981)
 RU0050
 RU0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0050'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0050'0.2 KM (0.1 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0050'FROM THE POST OFFICE IN ROSEBUD, IN TOP OF THE SOUTHEAST END OF THE
 RU0050'NORTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE, AND 2.4 METERS (8.0
 RU0050'FT) SOUTHEAST OF THE NEAR RAIL.  NOTE=THE TOP OF THE MARK HAS BEEN
 RU0050'SLIGHTLY MUTILATED.
 RU0050'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0074 ***********************************************************************
 RU0074  DESIGNATION -  D 149
 RU0074  PID         -  RU0074
 RU0074  STATE/COUNTY-  MT/CUSTER
 RU0074  USGS QUAD   -  HORTON (1980)
 RU0074
 RU0074                         *CURRENT SURVEY CONTROL
 RU0074  ___________________________________________________________________
 RU0074* NAD 83(1986)-  46 20 39.     (N)    106 03 05.     (W)     SCALED    
 RU0074* NAVD 88     -       731.843  (meters)    2401.05   (feet)  ADJUSTED  
 RU0074  ___________________________________________________________________
 RU0074  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RU0074  DYNAMIC HT  -         731.777 (meters)    2400.84  (feet)  COMP
 RU0074  MODELED GRAV-     980,501.3   (mgal)                       NAVD 88
 RU0074
 RU0074  VERT ORDER  -  FIRST     CLASS II
 RU0074
 RU0074.The horizontal coordinates were scaled from a topographic map and have
 RU0074.an estimated accuracy of +/- 6 seconds.
 RU0074
 RU0074.The orthometric height was determined by differential leveling
 RU0074.and adjusted by the National Geodetic Survey in June 1991..
 RU0074
 RU0074.The geoid height was determined by GEOID03.
 RU0074
 RU0074.The dynamic height is computed by dividing the NAVD 88
 RU0074.geopotential number by the normal gravity value computed on the
 RU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0074.degrees latitude (g = 980.6199 gals.).
 RU0074
 RU0074.The modeled gravity was interpolated from observed gravity values.
 RU0074
 RU0074;                    North         East    Units  Estimated Accuracy
 RU0074;SPC MT       -   238,560.      865,250.      MT  (+/- 180 meters Scaled)
 RU0074
 RU0074                          SUPERSEDED SURVEY CONTROL
 RU0074
 RU0074  NGVD 29 (??/??/92)  731.240  (m)         2399.08   (f) ADJ UNCH    1 2
 RU0074
 RU0074.Superseded values are not recommended for survey control.
 RU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0074.See file dsdata.txt to determine how the superseded data were derived.
 RU0074
 RU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM190328(NAD 83)
 RU0074_MARKER: DB = BENCH MARK DISK
 RU0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0074_STAMPING: D 149 1960
 RU0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0074+STABILITY: SURFACE MOTION
 RU0074
 RU0074  HISTORY     - Date     Condition        Report By
 RU0074  HISTORY     - 1960     MONUMENTED       CGS
 RU0074
 RU0074                          STATION DESCRIPTION
 RU0074
 RU0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0074'11.45 MI SW FROM MILES CITY.
 RU0074'ABOUT 11.45 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RU0074'THE STATION AT MILES CITY, 109 FEET SOUTH AND ACROSS THE TRACK FROM
 RU0074'MILEPOST 90, 0.5 MILE NORTHEAST OF THE SECTION HOUSE AT HORTON, 73
 RU0074'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST RAIL OF THE MAIN
 RU0074'TRACK, 34 FEET SOUTH OF A TELEPHONE POLE, 27 FEET SOUTHWEST OF A FENCE
 RU0074'CORNER AT A JOG IN A FENCE, 1 1/2 FEET NORTHWEST OF A FENCE, 1.5 FEET
 RU0074'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN
 RU0074'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0200 ***********************************************************************
 SU0200  DESIGNATION -  D 15
 SU0200  PID         -  SU0200
 SU0200  STATE/COUNTY-  MT/MINERAL
 SU0200  USGS QUAD   -  SUPERIOR (1985)
 SU0200
 SU0200                         *CURRENT SURVEY CONTROL
 SU0200  ___________________________________________________________________
 SU0200* NAD 83(1986)-  47 12 15.     (N)    114 55 55.     (W)     SCALED    
 SU0200* NAVD 88     -       831.340  (meters)    2727.49   (feet)  ADJUSTED  
 SU0200  ___________________________________________________________________
 SU0200  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 SU0200  DYNAMIC HT  -         831.261 (meters)    2727.23  (feet)  COMP
 SU0200  MODELED GRAV-     980,490.8   (mgal)                       NAVD 88
 SU0200
 SU0200  VERT ORDER  -  FIRST     CLASS II
 SU0200
 SU0200.The horizontal coordinates were scaled from a topographic map and have
 SU0200.an estimated accuracy of +/- 6 seconds.
 SU0200
 SU0200.The orthometric height was determined by differential leveling
 SU0200.and adjusted by the National Geodetic Survey in June 1991..
 SU0200
 SU0200.The geoid height was determined by GEOID03.
 SU0200
 SU0200.The dynamic height is computed by dividing the NAVD 88
 SU0200.geopotential number by the normal gravity value computed on the
 SU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0200.degrees latitude (g = 980.6199 gals.).
 SU0200
 SU0200.The modeled gravity was interpolated from observed gravity values.
 SU0200
 SU0200;                    North         East    Units  Estimated Accuracy
 SU0200;SPC MT       -   342,520.      189,020.      MT  (+/- 180 meters Scaled)
 SU0200
 SU0200                          SUPERSEDED SURVEY CONTROL
 SU0200
 SU0200  NGVD 29 (??/??/92)  830.208  (m)         2723.77   (f) ADJ UNCH    1 2
 SU0200
 SU0200.Superseded values are not recommended for survey control.
 SU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0200.See file dsdata.txt to determine how the superseded data were derived.
 SU0200
 SU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN566299(NAD 83)
 SU0200_MARKER: DB = BENCH MARK DISK
 SU0200_SETTING: 80 = SET IN A BOULDER
 SU0200_SP_SET: BOULDER
 SU0200_STAMPING: D 15 1914
 SU0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0200+STABILITY: SURFACE MOTION
 SU0200
 SU0200  HISTORY     - Date     Condition        Report By
 SU0200  HISTORY     - 1914     MONUMENTED       CGS
 SU0200  HISTORY     - 1944     GOOD             NGS
 SU0200  HISTORY     - 1980     GOOD             NGS
 SU0200
 SU0200                          STATION DESCRIPTION
 SU0200
 SU0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0200'2.5 MI NW FROM SUPERIOR.
 SU0200'2.5 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0200'STATION AT SUPERIOR, 0.1 MILE NORTHWEST OF MILEPOST NO. 186, SET IN
 SU0200'THE TOP OF A RED FLAT BOULDER ON THE NORTHEAST SLOPE OF HILL, 54 FEET
 SU0200'SOUTHWEST OF THE SOUTHWEST RAIL OF TRACK, 41.4 FEET NORTHEAST OF THE
 SU0200'FENCE, 3.4 FEET NORTHWEST OF REFERENCE POST, ABOUT 1 FOOT BELOW TRACK
 SU0200'LEVEL.  BRONZE BENCH MARK DISK.  STAMPED D 15 1914.
 SU0200
 SU0200                          STATION RECOVERY (1980)
 SU0200
 SU0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0200'BENCH MARK WAS RECOVERED ON THIS DATE AS DESCRIBED BUT WILL NOT BE
 SU0200'LEVELED TO THIS SURVEY. THE AREA AROUND THE MARK HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0336 ***********************************************************************
 RT0336  DESIGNATION -  D 150
 RT0336  PID         -  RT0336
 RT0336  STATE/COUNTY-  MT/CUSTER
 RT0336  USGS QUAD   -  KINSEY (1980)
 RT0336
 RT0336                         *CURRENT SURVEY CONTROL
 RT0336  ___________________________________________________________________
 RT0336* NAD 83(1986)-  46 33 23.     (N)    105 38 03.     (W)     SCALED    
 RT0336* NAVD 88     -       699.769  (meters)    2295.83   (feet)  POSTED    
 RT0336  ___________________________________________________________________
 RT0336  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RT0336  DYNAMIC HT  -         699.730 (meters)    2295.70  (feet)  COMP
 RT0336  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 RT0336
 RT0336  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RT0336
 RT0336.The horizontal coordinates were scaled from a topographic map and have
 RT0336.an estimated accuracy of +/- 6 seconds.
 RT0336
 RT0336.The orthometric height was determined by differential leveling
 RT0336.and adjusted by the National Geodetic Survey in 1992..
 RT0336.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RT0336.rate of 1.1 thru 2.0 mm/km.
 RT0336
 RT0336.The geoid height was determined by GEOID03.
 RT0336
 RT0336.The dynamic height is computed by dividing the NAVD 88
 RT0336.geopotential number by the normal gravity value computed on the
 RT0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0336.degrees latitude (g = 980.6199 gals.).
 RT0336
 RT0336.The modeled gravity was interpolated from observed gravity values.
 RT0336
 RT0336;                    North         East    Units  Estimated Accuracy
 RT0336;SPC MT       -   263,600.      896,150.      MT  (+/- 180 meters Scaled)
 RT0336
 RT0336                          SUPERSEDED SURVEY CONTROL
 RT0336
 RT0336  NGVD 29 (??/??/92)  699.215  (m)         2294.01   (f) ADJ UNCH    1 2
 RT0336
 RT0336.Superseded values are not recommended for survey control.
 RT0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0336.See file dsdata.txt to determine how the superseded data were derived.
 RT0336
 RT0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM513560(NAD 83)
 RT0336_MARKER: DB = BENCH MARK DISK
 RT0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0336_SP_SET: ABUTMENT
 RT0336_STAMPING: D 150 1960
 RT0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0336
 RT0336  HISTORY     - Date     Condition        Report By
 RT0336  HISTORY     - 1960     MONUMENTED       CGS
 RT0336
 RT0336                          STATION DESCRIPTION
 RT0336
 RT0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0336'15.15 MI NE FROM MILES CITY.
 RT0336'ABOUT 15.15 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RT0336'THE STATION AT MILES CITY, 0.6 MILE NORTHEAST OF MILEPOST 64, IN THE
 RT0336'SOUTHWEST CORNER OF SECTION 1, T 9 N, R 48 E, SET IN THE TOP OF THE
 RT0336'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A BRIDGE OVER
 RT0336'DIXON CREEK, 4 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 8
 RT0336'INCHES BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0172 ***********************************************************************
 SQ0172  DESIGNATION -  D 151
 SQ0172  PID         -  SQ0172
 SQ0172  STATE/COUNTY-  MT/GARFIELD
 SQ0172  USGS QUAD   -  COHAGEN NE (1965)
 SQ0172
 SQ0172                         *CURRENT SURVEY CONTROL
 SQ0172  ___________________________________________________________________
 SQ0172* NAD 83(1986)-  47 08 58.     (N)    106 37 24.     (W)     SCALED    
 SQ0172* NAVD 88     -       881.343  (meters)    2891.54   (feet)  ADJUSTED  
 SQ0172  ___________________________________________________________________
 SQ0172  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 SQ0172  DYNAMIC HT  -         881.322 (meters)    2891.47  (feet)  COMP
 SQ0172  MODELED GRAV-     980,559.5   (mgal)                       NAVD 88
 SQ0172
 SQ0172  VERT ORDER  -  SECOND    CLASS 0
 SQ0172
 SQ0172.The horizontal coordinates were scaled from a topographic map and have
 SQ0172.an estimated accuracy of +/- 6 seconds.
 SQ0172
 SQ0172.The orthometric height was determined by differential leveling
 SQ0172.and adjusted by the National Geodetic Survey in June 1991..
 SQ0172
 SQ0172.The geoid height was determined by GEOID03.
 SQ0172
 SQ0172.The dynamic height is computed by dividing the NAVD 88
 SQ0172.geopotential number by the normal gravity value computed on the
 SQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0172.degrees latitude (g = 980.6199 gals.).
 SQ0172
 SQ0172.The modeled gravity was interpolated from observed gravity values.
 SQ0172
 SQ0172;                    North         East    Units  Estimated Accuracy
 SQ0172;SPC MT       -   326,190.      818,000.      MT  (+/- 180 meters Scaled)
 SQ0172
 SQ0172                          SUPERSEDED SURVEY CONTROL
 SQ0172
 SQ0172  NGVD 29 (??/??/92)  880.658  (m)         2889.29   (f) ADJ UNCH    2 0
 SQ0172
 SQ0172.Superseded values are not recommended for survey control.
 SQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0172.See file dsdata.txt to determine how the superseded data were derived.
 SQ0172
 SQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN769230(NAD 83)
 SQ0172_MARKER: DB = BENCH MARK DISK
 SQ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0172_STAMPING: D 151 1960
 SQ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0172+STABILITY: SURFACE MOTION
 SQ0172
 SQ0172  HISTORY     - Date     Condition        Report By
 SQ0172  HISTORY     - 1960     MONUMENTED       CGS
 SQ0172
 SQ0172                          STATION DESCRIPTION
 SQ0172
 SQ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0172'12.2 MI N FROM COHAGEN.
 SQ0172'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0172'COHAGEN, THENCE 3.95 MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION
 SQ0172'11, T 16 N, R 40 E, 64 FEET NORTH OF THE CENTER LINE OF THE ROAD, 151
 SQ0172'FEET SOUTHEAST OF A DOUBLE BRACED POWER POLE, 106 FEET EAST OF THE
 SQ0172'EXTENDED CENTER LINE OF A DRIVEWAY, 1 FOOT SOUTH OF A FENCE, 1.4 FEET
 SQ0172'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 SQ0172'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0062 ***********************************************************************
 SP0062  DESIGNATION -  D 152 RESET
 SP0062  PID         -  SP0062
 SP0062  STATE/COUNTY-  MT/DAWSON
 SP0062  USGS QUAD   -  GLENDIVE (1967)
 SP0062
 SP0062                         *CURRENT SURVEY CONTROL
 SP0062  ___________________________________________________________________
 SP0062* NAD 83(1986)-  47 07 29.     (N)    104 41 11.     (W)     SCALED    
 SP0062* NAVD 88     -       649.59   (meters)    2131.2    (feet)  RESET     
 SP0062  ___________________________________________________________________
 SP0062  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 SP0062
 SP0062  VERT ORDER  -  THIRD
 SP0062
 SP0062.The horizontal coordinates were scaled from a topographic map and have
 SP0062.an estimated accuracy of +/- 6 seconds.
 SP0062
 SP0062.The orthometric height was computed from unverified reset data.
 SP0062
 SP0062.The geoid height was determined by GEOID03.
 SP0062
 SP0062;                    North         East    Units  Estimated Accuracy
 SP0062;SPC MT       -   330,650.      964,800.      MT  (+/- 180 meters Scaled)
 SP0062
 SP0062                          SUPERSEDED SURVEY CONTROL
 SP0062
 SP0062.No superseded survey control is available for this station.
 SP0062
 SP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN237190(NAD 83)
 SP0062_MARKER: DB = BENCH MARK DISK
 SP0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0062_STAMPING: D 152 RESET 1968
 SP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0062+STABILITY: SURFACE MOTION
 SP0062
 SP0062  HISTORY     - Date     Condition        Report By
 SP0062  HISTORY     - 1968     MONUMENTED       MTDH
 SP0062
 SP0062                          STATION DESCRIPTION
 SP0062
 SP0062'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1968
 SP0062'1.85 MI NE FROM GLENDIVE.
 SP0062'ABOUT 1.85 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD AND U.
 SP0062'S. HIGHWAY 10 FROM THE STATION AT GLENDIVE, AT PRESENT GLENDIVE
 SP0062'MUNICIPLE AIRPORT, ABOUT 580 FEET EAST OF THE WEST BOUNDRY LINE OF
 SP0062'SECTION 19 AND IN SECTION 19, T 16 N, R 56 E, 49 FEET NORTH OF THE
 SP0062'BELLE PRAIRIE FRONTAGE ROAD CENTER LINE STATION 19 + 99, 168 FEET EAST
 SP0062'OF THE EAST CORNER OF THE RUNWAY CAFE, SET IN THE TOP OF A CONCRETE
 SP0062'POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0174 ***********************************************************************
 RT0174  DESIGNATION -  D 153
 RT0174  PID         -  RT0174
 RT0174  STATE/COUNTY-  MT/PRAIRIE
 RT0174  USGS QUAD   -  FALLON SW (1983)
 RT0174
 RT0174                         *CURRENT SURVEY CONTROL
 RT0174  ___________________________________________________________________
 RT0174* NAD 83(1986)-  46 49 09.     (N)    105 11 03.     (W)     SCALED    
 RT0174* NAVD 88     -       665.472  (meters)    2183.30   (feet)  ADJUSTED  
 RT0174  ___________________________________________________________________
 RT0174  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 RT0174  DYNAMIC HT  -         665.462 (meters)    2183.27  (feet)  COMP
 RT0174  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 RT0174
 RT0174  VERT ORDER  -  FIRST     CLASS II
 RT0174
 RT0174.The horizontal coordinates were scaled from a topographic map and have
 RT0174.an estimated accuracy of +/- 6 seconds.
 RT0174
 RT0174.The orthometric height was determined by differential leveling
 RT0174.and adjusted by the National Geodetic Survey in June 1991..
 RT0174.WARNING-Repeat measurements at this control monument indicate possible
 RT0174.vertical movement.
 RT0174
 RT0174.The geoid height was determined by GEOID03.
 RT0174
 RT0174.The dynamic height is computed by dividing the NAVD 88
 RT0174.geopotential number by the normal gravity value computed on the
 RT0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0174.degrees latitude (g = 980.6199 gals.).
 RT0174
 RT0174.The modeled gravity was interpolated from observed gravity values.
 RT0174
 RT0174;                    North         East    Units  Estimated Accuracy
 RT0174;SPC MT       -   294,550.      928,990.      MT  (+/- 180 meters Scaled)
 RT0174
 RT0174                          SUPERSEDED SURVEY CONTROL
 RT0174
 RT0174  NGVD 29 (??/??/92)  664.966  (m)         2181.64   (f) ADJ UNCH    1 2
 RT0174
 RT0174.Superseded values are not recommended for survey control.
 RT0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0174.See file dsdata.txt to determine how the superseded data were derived.
 RT0174
 RT0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM859850(NAD 83)
 RT0174_MARKER: DB = BENCH MARK DISK
 RT0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0174_STAMPING: D 153 1960
 RT0174_MARK LOGO: CGS   
 RT0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0174+STABILITY: SURFACE MOTION
 RT0174
 RT0174  HISTORY     - Date     Condition        Report By
 RT0174  HISTORY     - 1960     MONUMENTED       CGS
 RT0174  HISTORY     - 1981     GOOD             NGS
 RT0174
 RT0174                          STATION DESCRIPTION
 RT0174
 RT0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0174'3.2 MI W FROM FALLON.
 RT0174'3.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0174'FALLON, 10 POLES EAST OF MILEPOST 33, IN SECTION 4, R 52 E, T 12 N, 56
 RT0174'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 62 FEET SOUTHEAST OF THE CENTER
 RT0174'OF A PRIVATE ROAD CROSSING, 8 FEET NORTHEAST OF A TELEPHONE POLE, 1.2
 RT0174'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK,
 RT0174'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RT0174
 RT0174                          STATION RECOVERY (1981)
 RT0174
 RT0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0178 ***********************************************************************
 QX0178  DESIGNATION -  D 155
 QX0178  PID         -  QX0178
 QX0178  STATE/COUNTY-  MT/PARK
 QX0178  USGS QUAD   -  BRISBIN (1981)
 QX0178
 QX0178                         *CURRENT SURVEY CONTROL
 QX0178  ___________________________________________________________________
 QX0178* NAD 83(1986)-  45 30 43.     (N)    110 36 48.     (W)     SCALED    
 QX0178* NAVD 88     -      1438.444  (meters)    4719.30   (feet)  ADJUSTED  
 QX0178  ___________________________________________________________________
 QX0178  GEOID HEIGHT-          -9.81  (meters)                     GEOID03
 QX0178  DYNAMIC HT  -        1437.930 (meters)    4717.61  (feet)  COMP
 QX0178  MODELED GRAV-     980,208.1   (mgal)                       NAVD 88
 QX0178  OBS GRAVITY -     980,207.8   (mgal)                       GRAV_OBS
 QX0178
 QX0178  VERT ORDER  -  FIRST     CLASS II
 QX0178
 QX0178.The horizontal coordinates were scaled from a topographic map and have
 QX0178.an estimated accuracy of +/- 6 seconds.
 QX0178
 QX0178.The orthometric height was determined by differential leveling
 QX0178.and adjusted by the National Geodetic Survey in June 1991..
 QX0178
 QX0178.The geoid height was determined by GEOID03.
 QX0178
 QX0178.The dynamic height is computed by dividing the NAVD 88
 QX0178.geopotential number by the normal gravity value computed on the
 QX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0178.degrees latitude (g = 980.6199 gals.).
 QX0178
 QX0178.The modeled gravity was interpolated from observed gravity values.
 QX0178.The observed gravity was obtained from relative gravimeter ties
 QX0178.to the IGSN71 gravity network.
 QX0178
 QX0178;                    North         East    Units  Estimated Accuracy
 QX0178;SPC MT       -   140,870.      513,030.      MT  (+/- 180 meters Scaled)
 QX0178
 QX0178                          SUPERSEDED SURVEY CONTROL
 QX0178
 QX0178  NGVD 29 (08/20/92) 1437.291  (m)         4715.51   (f) ADJUSTED    1 2
 QX0178
 QX0178.Superseded values are not recommended for survey control.
 QX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0178.See file dsdata.txt to determine how the superseded data were derived.
 QX0178
 QX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR302398(NAD 83)
 QX0178_MARKER: DB = BENCH MARK DISK
 QX0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0178_STAMPING: D 155 1960
 QX0178_MARK LOGO: CGS   
 QX0178_PROJECTION: PROJECTING 5 CENTIMETERS
 QX0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0178+STABILITY: SURFACE MOTION
 QX0178
 QX0178  HISTORY     - Date     Condition        Report By
 QX0178  HISTORY     - 1960     MONUMENTED       CGS
 QX0178  HISTORY     - 1981     GOOD             LOCSUR
 QX0178  HISTORY     - 1983     GOOD             NGS
 QX0178
 QX0178                          STATION DESCRIPTION
 QX0178
 QX0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0178'10.95 MI S FROM LIVINGSTON.
 QX0178'ABOUT 10.95 MILES SOUTH ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0178'RAILWAY FROM THE STATION AT LIVINGSTON, OR 12.1 NORTHEAST OF THE POST
 QX0178'OFFICE AT EMIGRANT, IN SECTION 4, T 4 S, R 9 E, 2 1/2 TELEPHONE POLES
 QX0178'NORTH OF MILEPOST 11, 46 FEET EAST OF THE EAST RAIL, 68 FEET NORTHEAST
 QX0178'OF THE CENTER OF A PRIVATE ROAD CROSSING.  39 FEET NORTH OF THE CENTER
 QX0178'LINE OF A PRIVATE ROAD, 11 1/2 FEET EAST OF A TELEPHONE POLE, 8 FEET
 QX0178'NORTH OF A POWER POLE, 2 1/2 FEET WEST OF A FENCE, 1.5 FEET EAST OF A
 QX0178'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 QX0178'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QX0178
 QX0178                          STATION RECOVERY (1981)
 QX0178
 QX0178'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QX0178'RECOVERED IN GOOD CONDITION.
 QX0178
 QX0178                          STATION RECOVERY (1983)
 QX0178
 QX0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0178'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.6 KM (9.7
 QX0178'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0178'HIGHWAY 90 IN LIVINGSTON, 19.2 METERS (63.0 FT) WEST OF THE CENTERLINE
 QX0178'OF THE HIGHWAY, 14.5 METERS (47.6 FT) EAST OF THE CENTER OF THE OLD
 QX0178'RAILROAD BED, AND 11.9 METERS (39.0 FT) NORTH OF THE CENTER OF A DIRT
 QX0178'ROAD.
 QX0178'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 QX0178'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0065 ***********************************************************************
 SP0065  DESIGNATION -  D 156
 SP0065  PID         -  SP0065
 SP0065  STATE/COUNTY-  MT/DAWSON
 SP0065  USGS QUAD   -  GLENDIVE (1967)
 SP0065
 SP0065                         *CURRENT SURVEY CONTROL
 SP0065  ___________________________________________________________________
 SP0065* NAD 83(1986)-  47 06 31.     (N)    104 38 58.     (W)     SCALED    
 SP0065* NAVD 88     -       641.830  (meters)    2105.74   (feet)  ADJUSTED  
 SP0065  ___________________________________________________________________
 SP0065  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 SP0065  DYNAMIC HT  -         641.849 (meters)    2105.80  (feet)  COMP
 SP0065  MODELED GRAV-     980,621.8   (mgal)                       NAVD 88
 SP0065
 SP0065  VERT ORDER  -  FIRST     CLASS II
 SP0065
 SP0065.The horizontal coordinates were scaled from a topographic map and have
 SP0065.an estimated accuracy of +/- 6 seconds.
 SP0065
 SP0065.The orthometric height was determined by differential leveling
 SP0065.and adjusted by the National Geodetic Survey in June 1991..
 SP0065
 SP0065.The geoid height was determined by GEOID03.
 SP0065
 SP0065.The dynamic height is computed by dividing the NAVD 88
 SP0065.geopotential number by the normal gravity value computed on the
 SP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0065.degrees latitude (g = 980.6199 gals.).
 SP0065
 SP0065.The modeled gravity was interpolated from observed gravity values.
 SP0065
 SP0065;                    North         East    Units  Estimated Accuracy
 SP0065;SPC MT       -   329,030.      967,710.      MT  (+/- 180 meters Scaled)
 SP0065
 SP0065                          SUPERSEDED SURVEY CONTROL
 SP0065
 SP0065  NGVD 29 (??/??/92)  641.283  (m)         2103.94   (f) ADJ UNCH    1 2
 SP0065
 SP0065.Superseded values are not recommended for survey control.
 SP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0065.See file dsdata.txt to determine how the superseded data were derived.
 SP0065
 SP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN265172(NAD 83)
 SP0065_MARKER: DB = BENCH MARK DISK
 SP0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SP0065_SP_SET: ABUTMENT
 SP0065_STAMPING: D 156 1960
 SP0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0065
 SP0065  HISTORY     - Date     Condition        Report By
 SP0065  HISTORY     - 1960     MONUMENTED       CGS
 SP0065  HISTORY     - 1982     MARK NOT FOUND   NGS
 SP0065
 SP0065                          STATION DESCRIPTION
 SP0065
 SP0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SP0065'3.95 MI E FROM GLENDIVE.
 SP0065'3.95 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SP0065'GLENDIVE, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 212, IN SECTION 29, R
 SP0065'56 E, T 16 N, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 SP0065'WINGWALL OF THE SOUTHEAST ABUTMENT OF A BRIDGE OVER GLENDIVE CREEK, 7
 SP0065'1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT BELOW THE
 SP0065'TRACK.
 SP0065
 SP0065                          STATION RECOVERY (1982)
 SP0065
 SP0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SP0065'THE MARK COULD BE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0306 ***********************************************************************
 SP0306  DESIGNATION -  D 158
 SP0306  PID         -  SP0306
 SP0306  STATE/COUNTY-  MT/RICHLAND
 SP0306  USGS QUAD   -  SIDNEY (1974)
 SP0306
 SP0306                         *CURRENT SURVEY CONTROL
 SP0306  ___________________________________________________________________
 SP0306* NAD 83(1986)-  47 42 36.     (N)    104 11 02.     (W)     SCALED    
 SP0306* NAVD 88     -       599.646  (meters)    1967.34   (feet)  ADJUSTED  
 SP0306  ___________________________________________________________________
 SP0306  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 SP0306  DYNAMIC HT  -         599.704 (meters)    1967.53  (feet)  COMP
 SP0306  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SP0306
 SP0306  VERT ORDER  -  FIRST     CLASS II
 SP0306
 SP0306.This mark is at Sidney-Richland Mun Airport (SDY)
 SP0306
 SP0306.The horizontal coordinates were scaled from a topographic map and have
 SP0306.an estimated accuracy of +/- 6 seconds.
 SP0306
 SP0306.The orthometric height was determined by differential leveling
 SP0306.and adjusted by the National Geodetic Survey in June 1991..
 SP0306
 SP0306.The geoid height was determined by GEOID03.
 SP0306
 SP0306.The dynamic height is computed by dividing the NAVD 88
 SP0306.geopotential number by the normal gravity value computed on the
 SP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0306.degrees latitude (g = 980.6199 gals.).
 SP0306
 SP0306.The modeled gravity was interpolated from observed gravity values.
 SP0306
 SP0306;                    North         East    Units  Estimated Accuracy
 SP0306;SPC MT       -   397,990.      998,420.      MT  (+/- 180 meters Scaled)
 SP0306
 SP0306                          SUPERSEDED SURVEY CONTROL
 SP0306
 SP0306.No superseded survey control is available for this station.
 SP0306
 SP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN612843(NAD 83)
 SP0306_MARKER: DB = BENCH MARK DISK
 SP0306_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SP0306_SP_SET: FOOTING
 SP0306_STAMPING: D 158 1960
 SP0306_MARK LOGO: CGS   
 SP0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0306+STABILITY: SURFACE MOTION
 SP0306
 SP0306  HISTORY     - Date     Condition        Report By
 SP0306  HISTORY     - 1960     MONUMENTED       CGS
 SP0306  HISTORY     - 1981     GOOD             NGS
 SP0306
 SP0306                          STATION DESCRIPTION
 SP0306
 SP0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0306'IN SIDNEY.
 SP0306'IN SIDNEY, AT THE SIDNEY MINICIPAL AIRPORT, 0.2 KM (0.1 MI) SOUTHEAST
 SP0306'OF THE ADMINISTRATION BUILDING, IN TOP OF THE SOUTHEAST CORNER OF THE
 SP0306'CONCRETE FOUNDATION FOR A WINDSOCK AND 0.9 METER (3.0 FT) EAST OF THE
 SP0306'WINDSOCK.
 SP0306'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0260 ***********************************************************************
 QX0260  DESIGNATION -  D 160
 QX0260  PID         -  QX0260
 QX0260  STATE/COUNTY-  MT/GALLATIN
 QX0260  USGS QUAD   -  GALLATIN GATEWAY (1987)
 QX0260
 QX0260                         *CURRENT SURVEY CONTROL
 QX0260  ___________________________________________________________________
 QX0260* NAD 83(1986)-  45 34 04.     (N)    111 13 40.     (W)     SCALED    
 QX0260* NAVD 88     -      1522.370  (meters)    4994.64   (feet)  ADJUSTED  
 QX0260  ___________________________________________________________________
 QX0260  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 QX0260  DYNAMIC HT  -        1521.794 (meters)    4992.75  (feet)  COMP
 QX0260  MODELED GRAV-     980,184.2   (mgal)                       NAVD 88
 QX0260
 QX0260  VERT ORDER  -  FIRST     CLASS II
 QX0260
 QX0260.The horizontal coordinates were scaled from a topographic map and have
 QX0260.an estimated accuracy of +/- 6 seconds.
 QX0260
 QX0260.The orthometric height was determined by differential leveling
 QX0260.and adjusted by the National Geodetic Survey in June 1991..
 QX0260
 QX0260.The geoid height was determined by GEOID03.
 QX0260
 QX0260.The dynamic height is computed by dividing the NAVD 88
 QX0260.geopotential number by the normal gravity value computed on the
 QX0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0260.degrees latitude (g = 980.6199 gals.).
 QX0260
 QX0260.The modeled gravity was interpolated from observed gravity values.
 QX0260
 QX0260;                    North         East    Units  Estimated Accuracy
 QX0260;SPC MT       -   147,940.      465,170.      MT  (+/- 180 meters Scaled)
 QX0260
 QX0260                          SUPERSEDED SURVEY CONTROL
 QX0260
 QX0260  NGVD 29 (??/??/92) 1521.116  (m)         4990.53   (f) ADJ UNCH    1 2
 QX0260
 QX0260.Superseded values are not recommended for survey control.
 QX0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0260.See file dsdata.txt to determine how the superseded data were derived.
 QX0260
 QX0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR822460(NAD 83)
 QX0260_MARKER: DB = BENCH MARK DISK
 QX0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0260_STAMPING: D 160 1960
 QX0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0260+STABILITY: SURFACE MOTION
 QX0260
 QX0260  HISTORY     - Date     Condition        Report By
 QX0260  HISTORY     - 1960     MONUMENTED       CGS
 QX0260
 QX0260                          STATION DESCRIPTION
 QX0260
 QX0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0260'2.7 MI SW FROM GALLATIN GATEWAY.
 QX0260'ABOUT 2.7 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 QX0260'GALLATIN GATEWAY, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 QX0260'WEST OF A FENCE, 3 FEET SOUTH OF A T FENCE LEADING EAST, 1.2 FEET
 QX0260'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 QX0260'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- IN SECTION 22, T 3
 QX0260'S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0302 ***********************************************************************
 QX0302  DESIGNATION -  D 161
 QX0302  PID         -  QX0302
 QX0302  STATE/COUNTY-  MT/GALLATIN
 QX0302  USGS QUAD   -  LONE INDIAN PEAK (1986)
 QX0302
 QX0302                         *CURRENT SURVEY CONTROL
 QX0302  ___________________________________________________________________
 QX0302* NAD 83(1986)-  45 09 25.     (N)    111 14 48.     (W)     SCALED    
 QX0302* NAVD 88     -      1920.501  (meters)    6300.84   (feet)  ADJUSTED  
 QX0302  ___________________________________________________________________
 QX0302  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 QX0302  DYNAMIC HT  -        1919.493 (meters)    6297.54  (feet)  COMP
 QX0302  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 QX0302
 QX0302  VERT ORDER  -  FIRST     CLASS II
 QX0302
 QX0302.The horizontal coordinates were scaled from a topographic map and have
 QX0302.an estimated accuracy of +/- 6 seconds.
 QX0302
 QX0302.The orthometric height was determined by differential leveling
 QX0302.and adjusted by the National Geodetic Survey in June 1991..
 QX0302
 QX0302.The geoid height was determined by GEOID03.
 QX0302
 QX0302.The dynamic height is computed by dividing the NAVD 88
 QX0302.geopotential number by the normal gravity value computed on the
 QX0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0302.degrees latitude (g = 980.6199 gals.).
 QX0302
 QX0302.The modeled gravity was interpolated from observed gravity values.
 QX0302
 QX0302;                    North         East    Units  Estimated Accuracy
 QX0302;SPC MT       -   102,340.      462,680.      MT  (+/- 180 meters Scaled)
 QX0302
 QX0302                          SUPERSEDED SURVEY CONTROL
 QX0302
 QX0302  NGVD 29 (??/??/92) 1918.979  (m)         6295.85   (f) ADJ UNCH    1 2
 QX0302
 QX0302.Superseded values are not recommended for survey control.
 QX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0302.See file dsdata.txt to determine how the superseded data were derived.
 QX0302
 QX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR806004(NAD 83)
 QX0302_MARKER: DB = BENCH MARK DISK
 QX0302_SETTING: 80 = SET IN A BOULDER
 QX0302_SP_SET: BOULDER
 QX0302_STAMPING: D 161 1960
 QX0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0302+STABILITY: SURFACE MOTION
 QX0302
 QX0302  HISTORY     - Date     Condition        Report By
 QX0302  HISTORY     - 1960     MONUMENTED       CGS
 QX0302
 QX0302                          STATION DESCRIPTION
 QX0302
 QX0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0302'4.25 MI N FROM 320 RANCH.
 QX0302'ABOUT 4.25 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE ENTRANCE TO THE
 QX0302'320 RANCH, FORMERLY ELDRIDGE, SET IN THE TOP OF THE SOUTHEAST POINT OF
 QX0302'A LARGE BOULDER WHICH PROJECTS 2 FEET ABOVE THE GROUND, IN SECTION 9,
 QX0302'R 4 E, T 8 S, 90 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 60 YARDS
 QX0302'NORTH OF THE CENTER OF THE ENTRANCE TO A CAMP GROUND, 45 FEET
 QX0302'NORTHWEST OF CONCRETE MARKER 1150, AND ABOUT 2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0107 ***********************************************************************
 QX0107  DESIGNATION -  D 162
 QX0107  PID         -  QX0107
 QX0107  STATE/COUNTY-  MT/PARK
 QX0107  USGS QUAD   -  GARDINER (1986)
 QX0107
 QX0107                         *CURRENT SURVEY CONTROL
 QX0107  ___________________________________________________________________
 QX0107* NAD 83(1986)-  45 01 57.     (N)    110 42 18.     (W)     SCALED    
 QX0107* NAVD 88     -      1614.849  (meters)    5298.05   (feet)  POSTED    
 QX0107  ___________________________________________________________________
 QX0107  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 QX0107  DYNAMIC HT  -        1614.070 (meters)    5295.49  (feet)  COMP
 QX0107  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 QX0107
 QX0107  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QX0107
 QX0107.The horizontal coordinates were scaled from a topographic map and have
 QX0107.an estimated accuracy of +/- 6 seconds.
 QX0107
 QX0107.The orthometric height was determined by differential leveling
 QX0107.and adjusted by the National Geodetic Survey in 1992..
 QX0107.No vertical observational check was made to the station.
 QX0107.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QX0107.was located on a no-check spur therefore a value was not computed.
 QX0107
 QX0107.The geoid height was determined by GEOID03.
 QX0107
 QX0107.The dynamic height is computed by dividing the NAVD 88
 QX0107.geopotential number by the normal gravity value computed on the
 QX0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0107.degrees latitude (g = 980.6199 gals.).
 QX0107
 QX0107.The modeled gravity was interpolated from observed gravity values.
 QX0107
 QX0107;                    North         East    Units  Estimated Accuracy
 QX0107;SPC MT       -    87,710.      505,050.      MT  (+/- 180 meters Scaled)
 QX0107
 QX0107                          SUPERSEDED SURVEY CONTROL
 QX0107
 QX0107  NGVD 29 (??/??/92) 1613.563  (m)         5293.83   (f) ADJ UNCH    1 2
 QX0107
 QX0107.Superseded values are not recommended for survey control.
 QX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0107.See file dsdata.txt to determine how the superseded data were derived.
 QX0107
 QX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ232866(NAD 83)
 QX0107_MARKER: DB = BENCH MARK DISK
 QX0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0107_SP_SET: BRIDGE
 QX0107_STAMPING: D 162 1960
 QX0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0107
 QX0107  HISTORY     - Date     Condition        Report By
 QX0107  HISTORY     - 1960     MONUMENTED       CGS
 QX0107  HISTORY     - 1980     MARK NOT FOUND   USGS
 QX0107  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0107
 QX0107                          STATION DESCRIPTION
 QX0107
 QX0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0107'0.4 MI NE FROM GARDINER.
 QX0107'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE NORTHERN PACIFIC
 QX0107'RAILWAY STATION AT GARDINER, THENCE 0.15 MILE NORTH ALONG U.S. HIGHWAY
 QX0107'89, IN SECTION 23, T 9 S, R 8 E, 13 FEET WEST OF THE CENTER LINE OF
 QX0107'THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE WALK AT
 QX0107'THE NORTH END OF A CONCRETE HIGHWAY BRIDGE OVER THE YELLOWSTONE RIVER,
 QX0107'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 QX0107
 QX0107                          STATION RECOVERY (1980)
 QX0107
 QX0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QX0107'MARK NOT FOUND.
 QX0107
 QX0107                          STATION RECOVERY (1983)
 QX0107
 QX0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0161 ***********************************************************************
 SP0161  DESIGNATION -  D 164
 SP0161  PID         -  SP0161
 SP0161  STATE/COUNTY-  MT/DAWSON
 SP0161  USGS QUAD   -  WOODROW (1983)
 SP0161
 SP0161                         *CURRENT SURVEY CONTROL
 SP0161  ___________________________________________________________________
 SP0161* NAD 83(1986)-  47 12 36.     (N)    105 00 09.     (W)     SCALED    
 SP0161* NAVD 88     -       801.866  (meters)    2630.79   (feet)  ADJUSTED  
 SP0161  ___________________________________________________________________
 SP0161  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SP0161  DYNAMIC HT  -         801.861 (meters)    2630.77  (feet)  COMP
 SP0161  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 SP0161
 SP0161  VERT ORDER  -  SECOND    CLASS 0
 SP0161
 SP0161.The horizontal coordinates were scaled from a topographic map and have
 SP0161.an estimated accuracy of +/- 6 seconds.
 SP0161
 SP0161.The orthometric height was determined by differential leveling
 SP0161.and adjusted by the National Geodetic Survey in June 1991..
 SP0161
 SP0161.The geoid height was determined by GEOID03.
 SP0161
 SP0161.The dynamic height is computed by dividing the NAVD 88
 SP0161.geopotential number by the normal gravity value computed on the
 SP0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0161.degrees latitude (g = 980.6199 gals.).
 SP0161
 SP0161.The modeled gravity was interpolated from observed gravity values.
 SP0161
 SP0161;                    North         East    Units  Estimated Accuracy
 SP0161;SPC MT       -   338,680.      940,330.      MT  (+/- 180 meters Scaled)
 SP0161
 SP0161                          SUPERSEDED SURVEY CONTROL
 SP0161
 SP0161  NGVD 29 (??/??/92)  801.279  (m)         2628.86   (f) ADJ UNCH    2 0
 SP0161
 SP0161.Superseded values are not recommended for survey control.
 SP0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0161.See file dsdata.txt to determine how the superseded data were derived.
 SP0161
 SP0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN998285(NAD 83)
 SP0161_MARKER: DB = BENCH MARK DISK
 SP0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0161_STAMPING: D 164 1934
 SP0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0161+STABILITY: SURFACE MOTION
 SP0161
 SP0161  HISTORY     - Date     Condition        Report By
 SP0161  HISTORY     - 1934     MONUMENTED       CGS
 SP0161  HISTORY     - 1972     GOOD             USGS
 SP0161
 SP0161                          STATION DESCRIPTION
 SP0161
 SP0161'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SP0161'17.7 MI NW FROM GLENDIVE.
 SP0161'14.8 MILES WEST ALONG STATE HIGHWAY 200S FROM THE COURTHOUSE AT
 SP0161'GLENDIVE, DAWSON COUNTY, THENCE 2.9 MILES NORTH ALONG THE ROAD TO
 SP0161'RICHEY.  AT A TRAIL EAST, 65 FEET WEST OF THE CENTERLINE OF THE MAIN
 SP0161'ROAD, 36 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE TRAIL
 SP0161'INTERSECTION.  A STANDARD DISK, STAMPED D 164 1934 AND SET IN THE TOP
 SP0161'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0734 ***********************************************************************
 SS0734  DESIGNATION -  D 165
 SS0734  PID         -  SS0734
 SS0734  STATE/COUNTY-  MT/CASCADE
 SS0734  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0734
 SS0734                         *CURRENT SURVEY CONTROL
 SS0734  ___________________________________________________________________
 SS0734* NAD 83(1986)-  47 27 02.     (N)    111 15 26.     (W)     SCALED    
 SS0734* NAVD 88     -      1018.613  (meters)    3341.90   (feet)  ADJUSTED  
 SS0734  ___________________________________________________________________
 SS0734  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 SS0734  DYNAMIC HT  -        1018.538 (meters)    3341.65  (feet)  COMP
 SS0734  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 SS0734
 SS0734  VERT ORDER  -  FIRST     CLASS II
 SS0734
 SS0734.The horizontal coordinates were scaled from a topographic map and have
 SS0734.an estimated accuracy of +/- 6 seconds.
 SS0734
 SS0734.The orthometric height was determined by differential leveling
 SS0734.and adjusted by the National Geodetic Survey in June 1991..
 SS0734
 SS0734.The geoid height was determined by GEOID03.
 SS0734
 SS0734.The dynamic height is computed by dividing the NAVD 88
 SS0734.geopotential number by the normal gravity value computed on the
 SS0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0734.degrees latitude (g = 980.6199 gals.).
 SS0734
 SS0734.The modeled gravity was interpolated from observed gravity values.
 SS0734
 SS0734;                    North         East    Units  Estimated Accuracy
 SS0734;SPC MT       -   357,120.      467,570.      MT  (+/- 180 meters Scaled)
 SS0734
 SS0734                          SUPERSEDED SURVEY CONTROL
 SS0734
 SS0734  NGVD 29 (??/??/92) 1017.708  (m)         3338.93   (f) ADJ UNCH    1 2
 SS0734
 SS0734.Superseded values are not recommended for survey control.
 SS0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0734.See file dsdata.txt to determine how the superseded data were derived.
 SS0734
 SS0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT806552(NAD 83)
 SS0734_MARKER: DB = BENCH MARK DISK
 SS0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0734_STAMPING: D 165 1961
 SS0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0734+STABILITY: SURFACE MOTION
 SS0734
 SS0734  HISTORY     - Date     Condition        Report By
 SS0734  HISTORY     - 1961     MONUMENTED       CGS
 SS0734
 SS0734                          STATION DESCRIPTION
 SS0734
 SS0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0734'5.0 MI W FROM GERBER.
 SS0734'ABOUT 5.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0734'SIGN AT GERBER, OR 6.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 SS0734'RAILWAY FROM THE STATION AT GREAT FALLS, IN SECTION 29, T 20 N, R 4 E,
 SS0734'AT A ROAD CROSSING AND 6 POLES EAST OF MILEPOST 218, 46 FEET NORTH OF
 SS0734'THE NORTH RAIL, 53 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 SS0734'NORTH, 34 FEET SOUTHEAST OF A STEEL TOWER FOR A POWER LINE, 14 1/2
 SS0734'FEET NORTHWEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.4
 SS0734'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SS0734'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0368 ***********************************************************************
 SS0368  DESIGNATION -  D 166
 SS0368  PID         -  SS0368
 SS0368  STATE/COUNTY-  MT/JUDITH BASIN
 SS0368  USGS QUAD   -  BLYTHE (1982)
 SS0368
 SS0368                         *CURRENT SURVEY CONTROL
 SS0368  ___________________________________________________________________
 SS0368* NAD 83(1986)-  47 17 04.     (N)    110 46 27.     (W)     SCALED    
 SS0368* NAVD 88     -      1205.006  (meters)    3953.42   (feet)  ADJUSTED  
 SS0368  ___________________________________________________________________
 SS0368  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 SS0368  DYNAMIC HT  -        1204.861 (meters)    3952.95  (feet)  COMP
 SS0368  MODELED GRAV-     980,450.4   (mgal)                       NAVD 88
 SS0368
 SS0368  VERT ORDER  -  FIRST     CLASS II
 SS0368
 SS0368.The horizontal coordinates were scaled from a topographic map and have
 SS0368.an estimated accuracy of +/- 6 seconds.
 SS0368
 SS0368.The orthometric height was determined by differential leveling
 SS0368.and adjusted by the National Geodetic Survey in June 1991..
 SS0368
 SS0368.The geoid height was determined by GEOID03.
 SS0368
 SS0368.The dynamic height is computed by dividing the NAVD 88
 SS0368.geopotential number by the normal gravity value computed on the
 SS0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0368.degrees latitude (g = 980.6199 gals.).
 SS0368
 SS0368.The modeled gravity was interpolated from observed gravity values.
 SS0368
 SS0368;                    North         East    Units  Estimated Accuracy
 SS0368;SPC MT       -   337,970.      503,670.      MT  (+/- 180 meters Scaled)
 SS0368
 SS0368                          SUPERSEDED SURVEY CONTROL
 SS0368
 SS0368  NGVD 29 (??/??/92) 1204.056  (m)         3950.31   (f) ADJ UNCH    1 2
 SS0368
 SS0368.Superseded values are not recommended for survey control.
 SS0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0368.See file dsdata.txt to determine how the superseded data were derived.
 SS0368
 SS0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT170367(NAD 83)
 SS0368_MARKER: DB = BENCH MARK DISK
 SS0368_SETTING: 66 = SET IN ROCK OUTCROP
 SS0368_SP_SET: OUTCROP
 SS0368_STAMPING: D 166 1961
 SS0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0368+STABILITY: POSITION/ELEVATION WELL
 SS0368
 SS0368  HISTORY     - Date     Condition        Report By
 SS0368  HISTORY     - 1961     MONUMENTED       CGS
 SS0368  HISTORY     - 1980     MARK NOT FOUND   USGS
 SS0368
 SS0368                          STATION DESCRIPTION
 SS0368
 SS0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0368'2.2 MI NW FROM RAYNESFORD.
 SS0368'ABOUT 2.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0368'STATION AT RAYNESFORD, IN SECTION 36, T 18 N, R 8 E, 10 1/2 POLES WEST
 SS0368'OF MILEPOST 185, 55 FEET NORTH OF THE NORTH RAIL, SET IN A LARGE ROCK
 SS0368'OUTCROP WHICH PROJECTS 12 INCHES, 140 FEET NORTHEAST OF AND ACROSS THE
 SS0368'TRACK FROM A TELEPHONE POLE, 8 1/2 FEET NORTH OF A FENCE, AND ABOUT 3
 SS0368'FEET ABOVE THE LEVEL OF THE TRACK.
 SS0368
 SS0368                          STATION RECOVERY (1980)
 SS0368
 SS0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SS0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0084 ***********************************************************************
 SS0084  DESIGNATION -  D 167
 SS0084  PID         -  SS0084
 SS0084  STATE/COUNTY-  MT/JUDITH BASIN
 SS0084  USGS QUAD   -  STANFORD (1978)
 SS0084
 SS0084                         *CURRENT SURVEY CONTROL
 SS0084  ___________________________________________________________________
 SS0084* NAD 83(1986)-  47 08 43.     (N)    110 13 22.     (W)     SCALED    
 SS0084* NAVD 88     -      1313.438  (meters)    4309.17   (feet)  ADJUSTED  
 SS0084  ___________________________________________________________________
 SS0084  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0084  DYNAMIC HT  -        1313.253 (meters)    4308.56  (feet)  COMP
 SS0084  MODELED GRAV-     980,425.7   (mgal)                       NAVD 88
 SS0084
 SS0084  VERT ORDER  -  FIRST     CLASS II
 SS0084
 SS0084.The horizontal coordinates were scaled from a topographic map and have
 SS0084.an estimated accuracy of +/- 6 seconds.
 SS0084
 SS0084.The orthometric height was determined by differential leveling
 SS0084.and adjusted by the National Geodetic Survey in June 1991..
 SS0084
 SS0084.The geoid height was determined by GEOID03.
 SS0084
 SS0084.The dynamic height is computed by dividing the NAVD 88
 SS0084.geopotential number by the normal gravity value computed on the
 SS0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0084.degrees latitude (g = 980.6199 gals.).
 SS0084
 SS0084.The modeled gravity was interpolated from observed gravity values.
 SS0084
 SS0084;                    North         East    Units  Estimated Accuracy
 SS0084;SPC MT       -   321,970.      545,210.      MT  (+/- 180 meters Scaled)
 SS0084
 SS0084                          SUPERSEDED SURVEY CONTROL
 SS0084
 SS0084  NGVD 29 (??/??/92) 1312.512  (m)         4306.13   (f) ADJ UNCH    1 2
 SS0084
 SS0084.Superseded values are not recommended for survey control.
 SS0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0084.See file dsdata.txt to determine how the superseded data were derived.
 SS0084
 SS0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT589216(NAD 83)
 SS0084_MARKER: DB = BENCH MARK DISK
 SS0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0084_STAMPING: D 167 1961
 SS0084_PROJECTION: PROJECTING 1 CENTIMETERS
 SS0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0084+STABILITY: SURFACE MOTION
 SS0084
 SS0084  HISTORY     - Date     Condition        Report By
 SS0084  HISTORY     - 1961     MONUMENTED       CGS
 SS0084  HISTORY     - 1980     GOOD             NGS
 SS0084
 SS0084                          STATION DESCRIPTION
 SS0084
 SS0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0084'0.8 MI SW FROM STANFORD.
 SS0084'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SS0084'STATION AT STANFORD, THENCE 0.6 MILE SOUTH ALONG U. S. HIGHWAY 87
 SS0084'BYPASS, IN SECTION 17, T 16 N, R 12 E, AT THE STANFORD AIRPORT, 92
 SS0084'FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 87, 49 1/2 FEET
 SS0084'NORTH OF THE NORTH CORNER OF THE MOST EASTERLY HANGAR AT THE AIRPORT,
 SS0084'118 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 21 FEET SOUTH
 SS0084'OF A FENCE, 20 FEET SOUTH OF A TELEPHONE POLE BRACED BY A GUY WIRE, 1
 SS0084'1/2 FEET EAST OF A BRACE WIRE FOR A TELEPHONE POLE, ABOUT LEVEL WITH
 SS0084'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SS0084'INCHES.
 SS0084
 SS0084                          STATION RECOVERY (1980)
 SS0084
 SS0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0084'AT THE STANFORD MUNICIPAL AIRPORT, 36.0 METERS (118 FT)
 SS0084'WEST OF THE CENTER OF A GRAVELED ROAD, 28.0 METERS (92 FT) SOUTH OF
 SS0084'THE CENTERLINE OF U.S. HIGHWAY 87, 15.1 METERS (49.5 FT) NORTH OF THE
 SS0084'NORTHWEST CORNER OF THE MOST EASTERLY HANGAR, 6.1 METERS (20.0 FT)
 SS0084'SOUTH OF A UTILITY POLE WITH GUY CABLE AND 0.5 METER (1.5 FT) EAST
 SS0084'OF THE GUY CABLE ANCHOR.
 SS0084'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0387 ***********************************************************************
 SR0387  DESIGNATION -  D 168
 SR0387  PID         -  SR0387
 SR0387  STATE/COUNTY-  MT/FERGUS
 SR0387  USGS QUAD   -  HILGER (1985)
 SR0387
 SR0387                         *CURRENT SURVEY CONTROL
 SR0387  ___________________________________________________________________
 SR0387* NAD 83(1986)-  47 16 23.     (N)    109 19 56.     (W)     SCALED    
 SR0387* NAVD 88     -      1229.156  (meters)    4032.66   (feet)  ADJUSTED  
 SR0387  ___________________________________________________________________
 SR0387  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 SR0387  DYNAMIC HT  -        1229.031 (meters)    4032.25  (feet)  COMP
 SR0387  MODELED GRAV-     980,468.1   (mgal)                       NAVD 88
 SR0387
 SR0387  VERT ORDER  -  FIRST     CLASS II
 SR0387
 SR0387.The horizontal coordinates were scaled from a topographic map and have
 SR0387.an estimated accuracy of +/- 6 seconds.
 SR0387
 SR0387.The orthometric height was determined by differential leveling
 SR0387.and adjusted by the National Geodetic Survey in June 1991..
 SR0387
 SR0387.The geoid height was determined by GEOID03.
 SR0387
 SR0387.The dynamic height is computed by dividing the NAVD 88
 SR0387.geopotential number by the normal gravity value computed on the
 SR0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0387.degrees latitude (g = 980.6199 gals.).
 SR0387
 SR0387.The modeled gravity was interpolated from observed gravity values.
 SR0387
 SR0387;                    North         East    Units  Estimated Accuracy
 SR0387;SPC MT       -   335,930.      612,690.      MT  (+/- 180 meters Scaled)
 SR0387
 SR0387                          SUPERSEDED SURVEY CONTROL
 SR0387
 SR0387  NGVD 29 (??/??/92) 1228.274  (m)         4029.76   (f) ADJ UNCH    1 2
 SR0387
 SR0387.Superseded values are not recommended for survey control.
 SR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0387.See file dsdata.txt to determine how the superseded data were derived.
 SR0387
 SR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT261368(NAD 83)
 SR0387_MARKER: DB = BENCH MARK DISK
 SR0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0387_STAMPING: D 168 1961
 SR0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0387+STABILITY: SURFACE MOTION
 SR0387
 SR0387  HISTORY     - Date     Condition        Report By
 SR0387  HISTORY     - 1961     MONUMENTED       CGS
 SR0387
 SR0387                          STATION DESCRIPTION
 SR0387
 SR0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0387'1.85 MI NE FROM HILGER.
 SR0387'ABOUT 1.85 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0387'PACIFIC RAILROAD FROM THE STATION AT HILGER, OR 2.85 MILES SOUTHWEST
 SR0387'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 SR0387'STATION SIGN AT ROY JUNCTION, IN SECTION 5, T 17 N, R 19 E, 99 FEET
 SR0387'NORTH OF AND ACROSS THE TRACK FROM MILEPOST 19, 46 FEET NORTHWEST OF
 SR0387'THE NORTHWEST RAIL, 134 FEET SOUTHWEST OF THE NORTHWEST END OF A
 SR0387'48-INCH TUBULAR CULVERT UNDER THE TRACK, 34 FEET SOUTHEAST OF THE
 SR0387'CENTER LINE OF A ROAD WHICH PARALLELS THE TRACK, 1.5 FEET SOUTHWEST OF
 SR0387'A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND
 SR0387'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0568 ***********************************************************************
 SR0568  DESIGNATION -  D 169
 SR0568  PID         -  SR0568
 SR0568  STATE/COUNTY-  MT/JUDITH BASIN
 SR0568  USGS QUAD   -  KOLIN (1970)
 SR0568
 SR0568                         *CURRENT SURVEY CONTROL
 SR0568  ___________________________________________________________________
 SR0568* NAD 83(1986)-  47 04 38.     (N)    109 49 33.     (W)     SCALED    
 SR0568* NAVD 88     -      1232.277  (meters)    4042.90   (feet)  ADJUSTED  
 SR0568  ___________________________________________________________________
 SR0568  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 SR0568  DYNAMIC HT  -        1232.113 (meters)    4042.36  (feet)  COMP
 SR0568  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 SR0568
 SR0568  VERT ORDER  -  FIRST     CLASS II
 SR0568
 SR0568.The horizontal coordinates were scaled from a topographic map and have
 SR0568.an estimated accuracy of +/- 6 seconds.
 SR0568
 SR0568.The orthometric height was determined by differential leveling
 SR0568.and adjusted by the National Geodetic Survey in June 1991..
 SR0568
 SR0568.The geoid height was determined by GEOID03.
 SR0568
 SR0568.The dynamic height is computed by dividing the NAVD 88
 SR0568.geopotential number by the normal gravity value computed on the
 SR0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0568.degrees latitude (g = 980.6199 gals.).
 SR0568
 SR0568.The modeled gravity was interpolated from observed gravity values.
 SR0568
 SR0568;                    North         East    Units  Estimated Accuracy
 SR0568;SPC MT       -   314,210.      575,270.      MT  (+/- 180 meters Scaled)
 SR0568
 SR0568                          SUPERSEDED SURVEY CONTROL
 SR0568
 SR0568  NGVD 29 (??/??/92) 1231.360  (m)         4039.89   (f) ADJ UNCH    1 2
 SR0568
 SR0568.Superseded values are not recommended for survey control.
 SR0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0568.See file dsdata.txt to determine how the superseded data were derived.
 SR0568
 SR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT891144(NAD 83)
 SR0568_MARKER: DB = BENCH MARK DISK
 SR0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0568_STAMPING: D 169 1961
 SR0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0568+STABILITY: SURFACE MOTION
 SR0568
 SR0568  HISTORY     - Date     Condition        Report By
 SR0568  HISTORY     - 1961     MONUMENTED       CGS
 SR0568
 SR0568                          STATION DESCRIPTION
 SR0568
 SR0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0568'3.3 MI SW FROM KOLIN.
 SR0568'ABOUT 3.3 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0568'STATION AT KOLIN, OR 4.0 MILES NORTHEAST ALONG THE GREAT NORTHERN
 SR0568'RAILWAY FROM THE STATION AT MOCCASIN, 90 FEET SOUTHEAST OF AND ACROSS
 SR0568'THE TRACK FROM THE FIRST POLE NORTHEAST OF MILEPOST 4, 45 FEET
 SR0568'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET NORTHWEST OF A FENCE, 1.3 FEET
 SR0568'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SR0568'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0553 ***********************************************************************
 SR0553  DESIGNATION -  D 170
 SR0553  PID         -  SR0553
 SR0553  STATE/COUNTY-  MT/FERGUS
 SR0553  USGS QUAD   -  PIKE CREEK (1985)
 SR0553
 SR0553                         *CURRENT SURVEY CONTROL
 SR0553  ___________________________________________________________________
 SR0553* NAD 83(1986)-  47 01 31.     (N)    109 22 27.     (W)     SCALED    
 SR0553* NAVD 88     -      1232.842  (meters)    4044.75   (feet)  ADJUSTED  
 SR0553  ___________________________________________________________________
 SR0553  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 SR0553  DYNAMIC HT  -        1232.679 (meters)    4044.21  (feet)  COMP
 SR0553  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 SR0553
 SR0553  VERT ORDER  -  SECOND    CLASS 0
 SR0553
 SR0553.The horizontal coordinates were scaled from a topographic map and have
 SR0553.an estimated accuracy of +/- 6 seconds.
 SR0553
 SR0553.The orthometric height was determined by differential leveling
 SR0553.and adjusted by the National Geodetic Survey in June 1991..
 SR0553
 SR0553.The geoid height was determined by GEOID03.
 SR0553
 SR0553.The dynamic height is computed by dividing the NAVD 88
 SR0553.geopotential number by the normal gravity value computed on the
 SR0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0553.degrees latitude (g = 980.6199 gals.).
 SR0553
 SR0553.The modeled gravity was interpolated from observed gravity values.
 SR0553
 SR0553;                    North         East    Units  Estimated Accuracy
 SR0553;SPC MT       -   308,390.      609,560.      MT  (+/- 180 meters Scaled)
 SR0553
 SR0553                          SUPERSEDED SURVEY CONTROL
 SR0553
 SR0553  NGVD 29 (??/??/92) 1231.958  (m)         4041.85   (f) ADJ UNCH    2 0
 SR0553
 SR0553.Superseded values are not recommended for survey control.
 SR0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0553.See file dsdata.txt to determine how the superseded data were derived.
 SR0553
 SR0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT235092(NAD 83)
 SR0553_MARKER: DB = BENCH MARK DISK
 SR0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0553_STAMPING: D 170 1961
 SR0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0553+STABILITY: SURFACE MOTION
 SR0553
 SR0553  HISTORY     - Date     Condition        Report By
 SR0553  HISTORY     - 1961     MONUMENTED       CGS
 SR0553
 SR0553                          STATION DESCRIPTION
 SR0553
 SR0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0553'4.5 MI SE FROM LEWISTOWN.
 SR0553'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0553'STATION AT LEWISTOWN, THENCE 4.3 MILES SOUTHEAST ALONG THE CHICAGO,
 SR0553'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, OR 6.15 MILES NORTHWEST
 SR0553'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 SR0553'GYPSUM PLANT AT HEATH, IN SECTION 31, T 15 N, R 19 E, 3 POLES
 SR0553'SOUTHEAST OF MILEPOST 4, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 106
 SR0553'FEET SOUTH-SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 79 FEET
 SR0553'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 43 FEET
 SR0553'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHEAST OF A FENCE,
 SR0553'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 SR0553'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0553'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0439 ***********************************************************************
 SR0439  DESIGNATION -  D 171
 SR0439  PID         -  SR0439
 SR0439  STATE/COUNTY-  MT/FERGUS
 SR0439  USGS QUAD   -  ARMELLS (1985)
 SR0439
 SR0439                         *CURRENT SURVEY CONTROL
 SR0439  ___________________________________________________________________
 SR0439* NAD 83(1986)-  47 19 58.     (N)    109 12 24.     (W)     SCALED    
 SR0439* NAVD 88     -      1122.547  (meters)    3682.89   (feet)  ADJUSTED  
 SR0439  ___________________________________________________________________
 SR0439  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 SR0439  DYNAMIC HT  -        1122.462 (meters)    3682.61  (feet)  COMP
 SR0439  MODELED GRAV-     980,498.4   (mgal)                       NAVD 88
 SR0439
 SR0439  VERT ORDER  -  SECOND    CLASS 0
 SR0439
 SR0439.The horizontal coordinates were scaled from a topographic map and have
 SR0439.an estimated accuracy of +/- 6 seconds.
 SR0439
 SR0439.The orthometric height was determined by differential leveling
 SR0439.and adjusted by the National Geodetic Survey in June 1991..
 SR0439
 SR0439.The geoid height was determined by GEOID03.
 SR0439
 SR0439.The dynamic height is computed by dividing the NAVD 88
 SR0439.geopotential number by the normal gravity value computed on the
 SR0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0439.degrees latitude (g = 980.6199 gals.).
 SR0439
 SR0439.The modeled gravity was interpolated from observed gravity values.
 SR0439
 SR0439;                    North         East    Units  Estimated Accuracy
 SR0439;SPC MT       -   342,590.      622,160.      MT  (+/- 180 meters Scaled)
 SR0439
 SR0439                          SUPERSEDED SURVEY CONTROL
 SR0439
 SR0439  NGVD 29 (??/??/92) 1121.711  (m)         3680.15   (f) ADJ UNCH    2 0
 SR0439
 SR0439.Superseded values are not recommended for survey control.
 SR0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0439.See file dsdata.txt to determine how the superseded data were derived.
 SR0439
 SR0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT354437(NAD 83)
 SR0439_MARKER: DB = BENCH MARK DISK
 SR0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0439_STAMPING: D 171 1961
 SR0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0439+STABILITY: SURFACE MOTION
 SR0439
 SR0439  HISTORY     - Date     Condition        Report By
 SR0439  HISTORY     - 1961     MONUMENTED       CGS
 SR0439  HISTORY     - 1979     GOOD             USGS
 SR0439
 SR0439                          STATION DESCRIPTION
 SR0439
 SR0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0439'1.1 MI NW FROM ARMELLS.
 SR0439'ABOUT 1.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0439'PACIFIC RAILROAD FROM THE STATION SIGN AT ARMELLS, IN SECTION 17, T 18
 SR0439'N, R 20 E, AT THE NORTHWEST END OF A FILL AND A BRUSHY RAVINE, 45 FEET
 SR0439'SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 33 FEET NORTHEAST OF THE
 SR0439'CENTER LINE OF A DIRT ROAD, 2 1/2 FEET NORTHEAST OF A FENCE, 1.6 FEET
 SR0439'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 SR0439'TRACK AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SR0439'POST PROJECTING 5 INCHES.
 SR0439
 SR0439                          STATION RECOVERY (1979)
 SR0439
 SR0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0439'ABOUT 1.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE ST. PAUL AND
 SR0439'PACIFIC RR GRADE FROM THE ARMELLS STOCKPENS, IN SECTION 17, T 18N, R
 SR0439'20E, AT THE NORTHWEST END OF A FILL AND BRUSHY RAVINE, 33 FEET
 SR0439'NORTHEAST OF THE CENTERLINE OF A DIRT ROAD, 47 FEET SOUTH-SOUTHWEST
 SR0439'OF THE CENTERLINE OF THE RR GRADE, 2.5 FEET NORTHEAST OF A FENCE, 1.6
 SR0439'FEET SOUTH OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 SR0439'AND SET IN THE TOP OF CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0147 ***********************************************************************
 SR0147  DESIGNATION -  D 172
 SR0147  PID         -  SR0147
 SR0147  STATE/COUNTY-  MT/FERGUS
 SR0147  USGS QUAD   -  GRASS RANGE NE (1986)
 SR0147
 SR0147                         *CURRENT SURVEY CONTROL
 SR0147  ___________________________________________________________________
 SR0147* NAD 83(1986)-  47 07 58.     (N)    108 47 57.     (W)     SCALED    
 SR0147* NAVD 88     -      1018.434  (meters)    3341.31   (feet)  ADJUSTED  
 SR0147  ___________________________________________________________________
 SR0147  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 SR0147  DYNAMIC HT  -        1018.364 (meters)    3341.08  (feet)  COMP
 SR0147  MODELED GRAV-     980,509.7   (mgal)                       NAVD 88
 SR0147
 SR0147  VERT ORDER  -  SECOND    CLASS 0
 SR0147
 SR0147.The horizontal coordinates were scaled from a topographic map and have
 SR0147.an estimated accuracy of +/- 6 seconds.
 SR0147
 SR0147.The orthometric height was determined by differential leveling
 SR0147.and adjusted by the National Geodetic Survey in June 1991..
 SR0147
 SR0147.The geoid height was determined by GEOID03.
 SR0147
 SR0147.The dynamic height is computed by dividing the NAVD 88
 SR0147.geopotential number by the normal gravity value computed on the
 SR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0147.degrees latitude (g = 980.6199 gals.).
 SR0147
 SR0147.The modeled gravity was interpolated from observed gravity values.
 SR0147
 SR0147;                    North         East    Units  Estimated Accuracy
 SR0147;SPC MT       -   320,570.      653,140.      MT  (+/- 180 meters Scaled)
 SR0147
 SR0147                          SUPERSEDED SURVEY CONTROL
 SR0147
 SR0147  NGVD 29 (??/??/92) 1017.653  (m)         3338.75   (f) ADJ UNCH    2 0
 SR0147
 SR0147.Superseded values are not recommended for survey control.
 SR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0147.See file dsdata.txt to determine how the superseded data were derived.
 SR0147
 SR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT669222(NAD 83)
 SR0147_MARKER: DB = BENCH MARK DISK
 SR0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0147_STAMPING: D 172 1961
 SR0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0147+STABILITY: SURFACE MOTION
 SR0147
 SR0147  HISTORY     - Date     Condition        Report By
 SR0147  HISTORY     - 1961     MONUMENTED       CGS
 SR0147  HISTORY     - 1979     GOOD             USGS
 SR0147
 SR0147                          STATION DESCRIPTION
 SR0147
 SR0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0147'7.95 MI N FROM GRASS RANGE.
 SR0147'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0147'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.3 MILE WEST
 SR0147'ALONG STATE HIGHWAY 20, THENCE 2.35 MILES NORTH ALONG A GRADED DIRT
 SR0147'ROAD, THENCE 4.45 MILES NORTH ALONG STATE HIGHWAY 19, IN SECTION 22, T
 SR0147'16 N, R 23 E, 200 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 167
 SR0147'FEET EAST-SOUTHEAST OF THE EAST END OF A LARGE CONCRETE CULVERT, 105
 SR0147'FEET EAST OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET
 SR0147'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0147'POST PROJECTING 7 INCHES.
 SR0147
 SR0147                          STATION RECOVERY (1979)
 SR0147
 SR0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0147'FROM THE POST OFFICE IN GRASS RANGE. GO NORTH 0.05 MILE TO A STREET
 SR0147'GOING EAST OUT OF TOWN, THENCE 0.25 MILE EAST TO THE JUNCTION OF
 SR0147'STATE HIGHWAY 87, TURN NORTH ON 87 FOR 1.1 MILE TO THE JUNCTION OF
 SR0147'STATE HIGHWAYS 200 AND 19, THENCE CONTINUE NORTH ON STATE HIGHWAY 19
 SR0147'FOR 6.3 MILES TO TRACK ROAD EAST, THENCE EAST FOR 0.05 MILE TO A
 SR0147'CATTLE GUARD, IN SEC. 22, T 16 N, R 23 E, 547 FEET NORTH ALONG FENCE,
 SR0147'2 FEET WEST OF FENCE, 200 FEET EAST OF CENTER OF HIGHWAY, 1.5 FEET
 SR0147'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0147'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0094 ***********************************************************************
 SR0094  DESIGNATION -  D 173
 SR0094  PID         -  SR0094
 SR0094  STATE/COUNTY-  MT/FERGUS
 SR0094  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0094
 SR0094                         *CURRENT SURVEY CONTROL
 SR0094  ___________________________________________________________________
 SR0094* NAD 83(1986)-  47 25 09.     (N)    108 46 20.     (W)     SCALED    
 SR0094* NAVD 88     -       925.356  (meters)    3035.94   (feet)  ADJUSTED  
 SR0094  ___________________________________________________________________
 SR0094  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 SR0094  DYNAMIC HT  -         925.345 (meters)    3035.90  (feet)  COMP
 SR0094  MODELED GRAV-     980,568.8   (mgal)                       NAVD 88
 SR0094
 SR0094  VERT ORDER  -  SECOND    CLASS 0
 SR0094
 SR0094.The horizontal coordinates were scaled from a topographic map and have
 SR0094.an estimated accuracy of +/- 6 seconds.
 SR0094
 SR0094.The orthometric height was determined by differential leveling
 SR0094.and adjusted by the National Geodetic Survey in June 1991..
 SR0094
 SR0094.The geoid height was determined by GEOID03.
 SR0094
 SR0094.The dynamic height is computed by dividing the NAVD 88
 SR0094.geopotential number by the normal gravity value computed on the
 SR0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0094.degrees latitude (g = 980.6199 gals.).
 SR0094
 SR0094.The modeled gravity was interpolated from observed gravity values.
 SR0094
 SR0094;                    North         East    Units  Estimated Accuracy
 SR0094;SPC MT       -   352,410.      654,890.      MT  (+/- 180 meters Scaled)
 SR0094
 SR0094                          SUPERSEDED SURVEY CONTROL
 SR0094
 SR0094  NGVD 29 (??/??/92)  924.592  (m)         3033.43   (f) ADJ UNCH    2 0
 SR0094
 SR0094.Superseded values are not recommended for survey control.
 SR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0094.See file dsdata.txt to determine how the superseded data were derived.
 SR0094
 SR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT680541(NAD 83)
 SR0094_MARKER: DB = BENCH MARK DISK
 SR0094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0094_SP_SET: 23 FT.
 SR0094_STAMPING: D 173 1961
 SR0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0094
 SR0094  HISTORY     - Date     Condition        Report By
 SR0094  HISTORY     - 1961     MONUMENTED       CGS
 SR0094  HISTORY     - 1979     GOOD             USGS
 SR0094
 SR0094                          STATION DESCRIPTION
 SR0094
 SR0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0094'15.4 MI NE FROM ROY.
 SR0094'7.6 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 SR0094'PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 6.5 MILES NORTHEAST
 SR0094'ALONG STATE HIGHWAY 19, THENCE 1.3 MILES SOUTHWEST ALONG A TRACK ROAD,
 SR0094'IN SECTION 10, T 19 N, R 23 E, 0.25 MILE SOUTH OF A CURVE AND A TRAIL
 SR0094'ROAD LEADING WEST, 67 FEET EAST OF THE CENTER LINE OF THE ROAD AT A
 SR0094'WIRE GATE, 103 FEET EAST OF AND ACROSS THE ROAD FROM A NORTH-SOUTH
 SR0094'FENCE, 1 1/2 FEET NORTH OF A FENCE, 2 1/2 FEET EAST OF A METAL WITNESS
 SR0094'POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 SR0094'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 23 FEET AND ENCASED IN
 SR0094'A 6-INCH TILE THAT PROJECTS 6 INCHES.
 SR0094
 SR0094                          STATION RECOVERY (1979)
 SR0094
 SR0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0094'2.9 MILES EAST OF ROY ALONG U.S. HIGHWAY 191, THENCE 5.0 MILES NE
 SR0094'ALONG A GRAVELED ROAD TO A BEND AND A GRADED ROAD NE., THENCE 3.8
 SR0094'MILES NE ALONG GRADED ROAD TO A CATTLEGUARD. 5.5 MILES NE ALONG U.S.
 SR0094'HIGHWAY 191 FROM JUNCTION OF STATE HIGHWAY 19, THENCE 1.0 MILE WEST
 SR0094'ALONG A GRADED ROAD. NEAR THE SOUTH CENTER OF SECTION 10, T 19 N, R
 SR0094'23 E, 0.25 MILE N OF ROAD, 102 FEET EAST OF A FENCE CORNER, 65 FEET
 SR0094'EAST OF A GATE, 2 FEET NORTH OF A FENCE, 3 FEET NE OF A STEEL WITNESS
 SR0094'POST, A STANDARD DISK ON THE TOP OF A 5/8 INCH COPPER COATED ROD
 SR0094'WHICH IS DRIVEN TO A DEPTH OF 23 FEET AND ENCASED IN A 6 INCH TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0496 ***********************************************************************
 SR0496  DESIGNATION -  D 174
 SR0496  PID         -  SR0496
 SR0496  STATE/COUNTY-  MT/FERGUS
 SR0496  USGS QUAD   -  HORSETHIEF COULEE WEST (1985)
 SR0496
 SR0496                         *CURRENT SURVEY CONTROL
 SR0496  ___________________________________________________________________
 SR0496* NAD 83(1986)-  47 01 09.     (N)    109 09 46.     (W)     SCALED    
 SR0496* NAVD 88     -      1348.352  (meters)    4423.72   (feet)  ADJUSTED  
 SR0496  ___________________________________________________________________
 SR0496  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 SR0496  DYNAMIC HT  -        1348.184 (meters)    4423.17  (feet)  COMP
 SR0496  MODELED GRAV-     980,440.9   (mgal)                       NAVD 88
 SR0496
 SR0496  VERT ORDER  -  SECOND    CLASS 0
 SR0496
 SR0496.The horizontal coordinates were scaled from a topographic map and have
 SR0496.an estimated accuracy of +/- 6 seconds.
 SR0496
 SR0496.The orthometric height was determined by differential leveling
 SR0496.and adjusted by the National Geodetic Survey in June 1991..
 SR0496
 SR0496.The geoid height was determined by GEOID03.
 SR0496
 SR0496.The dynamic height is computed by dividing the NAVD 88
 SR0496.geopotential number by the normal gravity value computed on the
 SR0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0496.degrees latitude (g = 980.6199 gals.).
 SR0496
 SR0496.The modeled gravity was interpolated from observed gravity values.
 SR0496
 SR0496;                    North         East    Units  Estimated Accuracy
 SR0496;SPC MT       -   307,760.      625,620.      MT  (+/- 180 meters Scaled)
 SR0496
 SR0496                          SUPERSEDED SURVEY CONTROL
 SR0496
 SR0496  NGVD 29 (??/??/92) 1347.494  (m)         4420.90   (f) ADJ UNCH    2 0
 SR0496
 SR0496.Superseded values are not recommended for survey control.
 SR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0496.See file dsdata.txt to determine how the superseded data were derived.
 SR0496
 SR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT396089(NAD 83)
 SR0496_MARKER: DB = BENCH MARK DISK
 SR0496_SETTING: 66 = SET IN ROCK OUTCROP
 SR0496_SP_SET: OUTCROP
 SR0496_STAMPING: D 174 1961
 SR0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0496+STABILITY: POSITION/ELEVATION WELL
 SR0496
 SR0496  HISTORY     - Date     Condition        Report By
 SR0496  HISTORY     - 1961     MONUMENTED       CGS
 SR0496
 SR0496                          STATION DESCRIPTION
 SR0496
 SR0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0496'16.8 MI SE FROM LEWISTOWN.
 SR0496'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0496'STATION AT LEWISTOWN, THENCE 13.65 MILES EAST ALONG U. S. HIGHWAY 87
 SR0496'AND STATE HIGHWAY 20, THENCE 2.95 MILES SOUTH ALONG A GRADED DIRT
 SR0496'ROAD, IN SECTION 34, T 15 N, R 20 E, 0.3 MILE NORTH OF A RANCH HOUSE
 SR0496'IN A SMALL VALLEY, IN A SMALL CLEARING ON THE WEST SIDE OF THE ROAD,
 SR0496'110 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK
 SR0496'OUTCROP WHICH PROJECTS 6 INCHES, 87 FEET WEST OF A FENCE, 67 1/2 FEET
 SR0496'SOUTH OF A FORKED PINE TREE ON THE SOUTH EDGE OF A SMALL HILL, AND
 SR0496'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0199 ***********************************************************************
 SS0199  DESIGNATION -  D 175
 SS0199  PID         -  SS0199
 SS0199  STATE/COUNTY-  MT/JUDITH BASIN
 SS0199  USGS QUAD   -  GEYSER (1979)
 SS0199
 SS0199                         *CURRENT SURVEY CONTROL
 SS0199  ___________________________________________________________________
 SS0199* NAD 83(1986)-  47 18 45.     (N)    110 29 06.     (W)     SCALED    
 SS0199* NAVD 88     -      1239.327  (meters)    4066.03   (feet)  ADJUSTED  
 SS0199  ___________________________________________________________________
 SS0199  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 SS0199  DYNAMIC HT  -        1239.188 (meters)    4065.57  (feet)  COMP
 SS0199  MODELED GRAV-     980,457.3   (mgal)                       NAVD 88
 SS0199
 SS0199  VERT ORDER  -  SECOND    CLASS 0
 SS0199
 SS0199.The horizontal coordinates were scaled from a topographic map and have
 SS0199.an estimated accuracy of +/- 6 seconds.
 SS0199
 SS0199.The orthometric height was determined by differential leveling
 SS0199.and adjusted by the National Geodetic Survey in June 1991..
 SS0199
 SS0199.The geoid height was determined by GEOID03.
 SS0199
 SS0199.The dynamic height is computed by dividing the NAVD 88
 SS0199.geopotential number by the normal gravity value computed on the
 SS0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0199.degrees latitude (g = 980.6199 gals.).
 SS0199
 SS0199.The modeled gravity was interpolated from observed gravity values.
 SS0199
 SS0199;                    North         East    Units  Estimated Accuracy
 SS0199;SPC MT       -   340,770.      525,570.      MT  (+/- 180 meters Scaled)
 SS0199
 SS0199                          SUPERSEDED SURVEY CONTROL
 SS0199
 SS0199  NGVD 29 (??/??/92) 1238.402  (m)         4062.99   (f) ADJ UNCH    2 0
 SS0199
 SS0199.Superseded values are not recommended for survey control.
 SS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0199.See file dsdata.txt to determine how the superseded data were derived.
 SS0199
 SS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT389400(NAD 83)
 SS0199_MARKER: DB = BENCH MARK DISK
 SS0199_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0199_SP_SET: 14.5 FT
 SS0199_STAMPING: D 175 1961
 SS0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0199
 SS0199  HISTORY     - Date     Condition        Report By
 SS0199  HISTORY     - 1961     MONUMENTED       CGS
 SS0199
 SS0199                          STATION DESCRIPTION
 SS0199
 SS0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0199'3.9 MI N FROM GEYSER.
 SS0199'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0199'AT GEYSER, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0199'20, T 18 N, R 10 E, ON THE OUTSIDE OF A CURVE AND 70 FEET NORTHEAST OF
 SS0199'THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF A TELEPHONE POLE BRACED
 SS0199'BY A GUY WIRE, 22 FEET SOUTHEAST OF A FENCE LEADING NORTHEAST, 2 1/2
 SS0199'FEET SOUTHWEST OF A FENCE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST,
 SS0199'ABOUT LEVEL WITH THE GRAVELED ROAD, A DISK ON THE TOP OF A 5/8-INCH
 SS0199'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 1/2 FEET AND IS
 SS0199'ENCASED IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0457 ***********************************************************************
 RV0457  DESIGNATION -  D 176
 RV0457  PID         -  RV0457
 RV0457  STATE/COUNTY-  MT/FERGUS
 RV0457  USGS QUAD   -  MOORE (1970)
 RV0457
 RV0457                         *CURRENT SURVEY CONTROL
 RV0457  ___________________________________________________________________
 RV0457* NAD 83(1986)-  46 58 59.     (N)    109 42 10.     (W)     SCALED    
 RV0457* NAVD 88     -      1258.909  (meters)    4130.27   (feet)  ADJUSTED  
 RV0457  ___________________________________________________________________
 RV0457  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 RV0457  DYNAMIC HT  -        1258.720 (meters)    4129.65  (feet)  COMP
 RV0457  MODELED GRAV-     980,420.0   (mgal)                       NAVD 88
 RV0457  OBS GRAVITY -     980,419.5   (mgal)                       GRAV_OBS
 RV0457
 RV0457  VERT ORDER  -  FIRST     CLASS II
 RV0457
 RV0457.The horizontal coordinates were scaled from a topographic map and have
 RV0457.an estimated accuracy of +/- 6 seconds.
 RV0457
 RV0457.The orthometric height was determined by differential leveling
 RV0457.and adjusted by the National Geodetic Survey in June 1991..
 RV0457
 RV0457.The geoid height was determined by GEOID03.
 RV0457
 RV0457.The dynamic height is computed by dividing the NAVD 88
 RV0457.geopotential number by the normal gravity value computed on the
 RV0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0457.degrees latitude (g = 980.6199 gals.).
 RV0457
 RV0457.The modeled gravity was interpolated from observed gravity values.
 RV0457.The observed gravity was obtained from relative gravimeter ties
 RV0457.to the IGSN71 gravity network.
 RV0457
 RV0457;                    North         East    Units  Estimated Accuracy
 RV0457;SPC MT       -   303,720.      584,580.      MT  (+/- 180 meters Scaled)
 RV0457
 RV0457                          SUPERSEDED SURVEY CONTROL
 RV0457
 RV0457  NGVD 29 (??/??/92) 1257.992  (m)         4127.26   (f) ADJ UNCH    1 2
 RV0457
 RV0457.Superseded values are not recommended for survey control.
 RV0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0457.See file dsdata.txt to determine how the superseded data were derived.
 RV0457
 RV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT986040(NAD 83)
 RV0457_MARKER: DB = BENCH MARK DISK
 RV0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0457_STAMPING: D 176  1961
 RV0457_PROJECTION: PROJECTING 1 CENTIMETERS
 RV0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0457+STABILITY: SURFACE MOTION
 RV0457
 RV0457  HISTORY     - Date     Condition        Report By
 RV0457  HISTORY     - 1961     MONUMENTED       CGS
 RV0457  HISTORY     - 1970     GOOD             NGS
 RV0457  HISTORY     - 1980     GOOD             NGS
 RV0457
 RV0457                          STATION DESCRIPTION
 RV0457
 RV0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0457'0.65 MI NW FROM MOORE.
 RV0457'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 RV0457'AT MOORE, IN SECTION 9, T 14 N, R 16 E, 59 FEET NORTHWEST OF THE
 RV0457'CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND U. S. HIGHWAY 87,
 RV0457'57 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 87, 20 FEET EAST OF
 RV0457'F.A.P. CONCRETE POST NUMBER 235 (15), 2 1/2 FEET SOUTH OF A FENCE, 1.5
 RV0457'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 RV0457'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RV0457'NOTE-- IT IS 20 FEET EAST OF THE EAST END OF THE PRESENT ROAD
 RV0457'CONSTRUCTION PROJECT AND SHOULD NOT BE IN DANGER DURING CONSTRUCTION.
 RV0457
 RV0457                          STATION RECOVERY (1970)
 RV0457
 RV0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RV0457'RECOVERED IN GOOD CONDITION.
 RV0457
 RV0457                          STATION RECOVERY (1980)
 RV0457
 RV0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0457'1.0 KM (0.6 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 RV0457'IN MOORE, AT THE JUNCTION OF THE GRAVELED ROAD AND U.S. HIGHWAYS
 RV0457'87 AND 191, 17.9 METERS (59.0 FT) NORTH OF THE CENTER OF THE
 RV0457'INTERSECTION, 0.8 METER (2.5 FT) SOUTH OF A FENCE AND 5.9
 RV0457'METERS (19.5 FT) EAST OF AN 8-INCH SQUARE BY 3 FOOT HIGH
 RV0457'CONCRETE RIGHT-OF-WAY MARKER.
 RV0457'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 RV0457'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0366 ***********************************************************************
 RV0366  DESIGNATION -  D 177
 RV0366  PID         -  RV0366
 RV0366  STATE/COUNTY-  MT/JUDITH BASIN
 RV0366  USGS QUAD   -  BUFFALO (1970)
 RV0366
 RV0366                         *CURRENT SURVEY CONTROL
 RV0366  ___________________________________________________________________
 RV0366* NAD 83(1986)-  46 51 25.     (N)    109 48 58.     (W)     SCALED    
 RV0366* NAVD 88     -      1291.458  (meters)    4237.06   (feet)  ADJUSTED  
 RV0366  ___________________________________________________________________
 RV0366  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 RV0366  DYNAMIC HT  -        1291.231 (meters)    4236.31  (feet)  COMP
 RV0366  MODELED GRAV-     980,393.0   (mgal)                       NAVD 88
 RV0366
 RV0366  VERT ORDER  -  FIRST     CLASS II
 RV0366
 RV0366.The horizontal coordinates were scaled from a topographic map and have
 RV0366.an estimated accuracy of +/- 6 seconds.
 RV0366
 RV0366.The orthometric height was determined by differential leveling
 RV0366.and adjusted by the National Geodetic Survey in June 1991..
 RV0366
 RV0366.The geoid height was determined by GEOID03.
 RV0366
 RV0366.The dynamic height is computed by dividing the NAVD 88
 RV0366.geopotential number by the normal gravity value computed on the
 RV0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0366.degrees latitude (g = 980.6199 gals.).
 RV0366
 RV0366.The modeled gravity was interpolated from observed gravity values.
 RV0366
 RV0366;                    North         East    Units  Estimated Accuracy
 RV0366;SPC MT       -   289,730.      575,910.      MT  (+/- 180 meters Scaled)
 RV0366
 RV0366                          SUPERSEDED SURVEY CONTROL
 RV0366
 RV0366  NGVD 29 (??/??/92) 1290.516  (m)         4233.97   (f) ADJ UNCH    1 2
 RV0366
 RV0366.Superseded values are not recommended for survey control.
 RV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0366.See file dsdata.txt to determine how the superseded data were derived.
 RV0366
 RV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS902899(NAD 83)
 RV0366_MARKER: DB = BENCH MARK DISK
 RV0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0366_SP_SET: ABUTMENT
 RV0366_STAMPING: D 177 1961
 RV0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0366
 RV0366  HISTORY     - Date     Condition        Report By
 RV0366  HISTORY     - 1961     MONUMENTED       CGS
 RV0366
 RV0366                          STATION DESCRIPTION
 RV0366
 RV0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0366'2.6 MI N FROM BUFFALO.
 RV0366'ABOUT 2.6 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0366'STATION SIGN AT BUFFALO, IN SECTION 27, T 13 N, R 15 E, 14 FEET
 RV0366'SOUTHWEST OF MILEPOST 117, 7 FEET EAST OF THE EAST RAIL, SET IN THE
 RV0366'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A LARGE BRIDGE,
 RV0366'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0402 ***********************************************************************
 SS0402  DESIGNATION -  D 178
 SS0402  PID         -  SS0402
 SS0402  STATE/COUNTY-  MT/JUDITH BASIN
 SS0402  USGS QUAD   -  BYRNE CREEK (1995)
 SS0402
 SS0402                         *CURRENT SURVEY CONTROL
 SS0402  ___________________________________________________________________
 SS0402* NAD 83(1986)-  47 21 22.     (N)    110 33 56.     (W)     SCALED    
 SS0402* NAVD 88     -      1386.144  (meters)    4547.71   (feet)  ADJUSTED  
 SS0402  ___________________________________________________________________
 SS0402  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 SS0402  DYNAMIC HT  -        1385.947 (meters)    4547.06  (feet)  COMP
 SS0402  MODELED GRAV-     980,421.3   (mgal)                       NAVD 88
 SS0402
 SS0402  VERT ORDER  -  SECOND    CLASS 0
 SS0402
 SS0402.The horizontal coordinates were scaled from a topographic map and have
 SS0402.an estimated accuracy of +/- 6 seconds.
 SS0402
 SS0402.The orthometric height was determined by differential leveling
 SS0402.and adjusted by the National Geodetic Survey in June 1991..
 SS0402
 SS0402.The geoid height was determined by GEOID03.
 SS0402
 SS0402.The dynamic height is computed by dividing the NAVD 88
 SS0402.geopotential number by the normal gravity value computed on the
 SS0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0402.degrees latitude (g = 980.6199 gals.).
 SS0402
 SS0402.The modeled gravity was interpolated from observed gravity values.
 SS0402
 SS0402;                    North         East    Units  Estimated Accuracy
 SS0402;SPC MT       -   345,690.      519,550.      MT  (+/- 180 meters Scaled)
 SS0402
 SS0402                          SUPERSEDED SURVEY CONTROL
 SS0402
 SS0402  NGVD 29 (??/??/92) 1385.176  (m)         4544.53   (f) ADJ UNCH    2 0
 SS0402
 SS0402.Superseded values are not recommended for survey control.
 SS0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0402.See file dsdata.txt to determine how the superseded data were derived.
 SS0402
 SS0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT328448(NAD 83)
 SS0402_MARKER: DB = BENCH MARK DISK
 SS0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0402_STAMPING: D 178 1961
 SS0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0402+STABILITY: SURFACE MOTION
 SS0402
 SS0402  HISTORY     - Date     Condition        Report By
 SS0402  HISTORY     - 1961     MONUMENTED       CGS
 SS0402
 SS0402                          STATION DESCRIPTION
 SS0402
 SS0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0402'11.1 MI NW FROM GEYSER.
 SS0402'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0402'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0402'MILES WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD,
 SS0402'IN SECTION 3, T 18 N, R 9 E, 0.2 MILE SOUTHEAST OF A PRIVATE ROAD
 SS0402'LEADING EAST TO A RANCH HOUSE, ON THE CREST OF A SMALL HILL, 36 FEET
 SS0402'WEST OF THE CENTER LINE OF THE ROAD, 90 FEET SOUTH OF THE CENTER OF A
 SS0402'CATTLE GUARD AND A PRIVATE ROAD LEADING WEST OF A RANCH BELONGING TO
 SS0402'GUS LOBERG, 2 1/2 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A METAL
 SS0402'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 SS0402'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0430 ***********************************************************************
 SS0430  DESIGNATION -  D 179
 SS0430  PID         -  SS0430
 SS0430  STATE/COUNTY-  MT/CASCADE
 SS0430  USGS QUAD   -  BELT NE (1982)
 SS0430
 SS0430                         *CURRENT SURVEY CONTROL
 SS0430  ___________________________________________________________________
 SS0430* NAD 83(1986)-  47 23 06.     (N)    110 51 52.     (W)     SCALED    
 SS0430* NAVD 88     -      1211.960  (meters)    3976.24   (feet)  ADJUSTED  
 SS0430  ___________________________________________________________________
 SS0430  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS0430  DYNAMIC HT  -        1211.863 (meters)    3975.92  (feet)  COMP
 SS0430  MODELED GRAV-     980,490.2   (mgal)                       NAVD 88
 SS0430
 SS0430  VERT ORDER  -  FIRST     CLASS II
 SS0430
 SS0430.The horizontal coordinates were scaled from a topographic map and have
 SS0430.an estimated accuracy of +/- 6 seconds.
 SS0430
 SS0430.The orthometric height was determined by differential leveling
 SS0430.and adjusted by the National Geodetic Survey in June 1991..
 SS0430.WARNING-Repeat measurements at this control monument indicate possible
 SS0430.vertical movement.
 SS0430
 SS0430.The geoid height was determined by GEOID03.
 SS0430
 SS0430.The dynamic height is computed by dividing the NAVD 88
 SS0430.geopotential number by the normal gravity value computed on the
 SS0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0430.degrees latitude (g = 980.6199 gals.).
 SS0430
 SS0430.The modeled gravity was interpolated from observed gravity values.
 SS0430
 SS0430;                    North         East    Units  Estimated Accuracy
 SS0430;SPC MT       -   349,250.      497,040.      MT  (+/- 180 meters Scaled)
 SS0430
 SS0430                          SUPERSEDED SURVEY CONTROL
 SS0430
 SS0430  NGVD 29 (??/??/92) 1211.069  (m)         3973.32   (f) ADJ UNCH    1 2
 SS0430
 SS0430.Superseded values are not recommended for survey control.
 SS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0430.See file dsdata.txt to determine how the superseded data were derived.
 SS0430
 SS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT102479(NAD 83)
 SS0430_MARKER: DB = BENCH MARK DISK
 SS0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0430_STAMPING: D 179 1961
 SS0430_PROJECTION: PROJECTING 13 CENTIMETERS
 SS0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0430+STABILITY: SURFACE MOTION
 SS0430
 SS0430  HISTORY     - Date     Condition        Report By
 SS0430  HISTORY     - 1961     MONUMENTED       CGS
 SS0430  HISTORY     - 1980     GOOD             NGS
 SS0430
 SS0430                          STATION DESCRIPTION
 SS0430
 SS0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0430'4.2 MI E FROM BELT.
 SS0430'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0430'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0430'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0430'ALONG A GRAVELED ROAD, THENCE 0.85 MILE SOUTHEAST ALONG A GRAVELED
 SS0430'ROAD, IN SECTION 29, T 19 N, R 7 E, 36 FEET NORTHEAST OF THE CENTER
 SS0430'LINE OF THE GRAVELED ROAD, 40 FEET NORTH OF THE INTERSECTION OF THE
 SS0430'GRAVELED ROAD AND A PRIVATE ROAD LEADING TO A FARMHOUSE, 17 FEET
 SS0430'NORTHWEST OF THE CENTER OF A GATE, 1 1/2 FEET SOUTHWEST OF A FENCE,
 SS0430'1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 SS0430'LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0430'PROJECTING 6 INCHES.
 SS0430
 SS0430                          STATION RECOVERY (1980)
 SS0430
 SS0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0430'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0430'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, THENCE 5.5
 SS0430'KM (3.4 MI) EAST ALONG A GRAVEL ROAD, AT A PRIVATE ROAD ON THE RIGHT,
 SS0430'12.2 METERS (40 FT) NORTH OF THE CENTER OF THE INTERSECTION OF THE
 SS0430'ROADS, 11.0 METERS (36 FT) NORTHEAST OF THE ROAD CENTER, 5.2
 SS0430'METERS (17.0 FT) NORTHWEST OF THE CENTER OF A GATE AND 0.5 METER
 SS0430'(1.5 FT) SOUTH OF A FENCE.
 SS0430'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 SS0430'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0093 ***********************************************************************
 TH0093  DESIGNATION -  D 18
 TH0093  PID         -  TH0093
 TH0093  STATE/COUNTY-  MT/ROOSEVELT
 TH0093  USGS QUAD   -  CALAIS (1989)
 TH0093
 TH0093                         *CURRENT SURVEY CONTROL
 TH0093  ___________________________________________________________________
 TH0093* NAD 83(1986)-  48 09 10.     (N)    104 50 10.     (W)     SCALED    
 TH0093* NAVD 88     -       590.634  (meters)    1937.77   (feet)  ADJUSTED  
 TH0093  ___________________________________________________________________
 TH0093  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 TH0093  DYNAMIC HT  -         590.706 (meters)    1938.01  (feet)  COMP
 TH0093  MODELED GRAV-     980,714.6   (mgal)                       NAVD 88
 TH0093
 TH0093  VERT ORDER  -  FIRST     CLASS II
 TH0093
 TH0093.The horizontal coordinates were scaled from a topographic map and have
 TH0093.an estimated accuracy of +/- 6 seconds.
 TH0093
 TH0093.The orthometric height was determined by differential leveling
 TH0093.and adjusted by the National Geodetic Survey in June 1991..
 TH0093
 TH0093.The geoid height was determined by GEOID03.
 TH0093
 TH0093.The dynamic height is computed by dividing the NAVD 88
 TH0093.geopotential number by the normal gravity value computed on the
 TH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0093.degrees latitude (g = 980.6199 gals.).
 TH0093
 TH0093.The modeled gravity was interpolated from observed gravity values.
 TH0093
 TH0093;                    North         East    Units  Estimated Accuracy
 TH0093;SPC MT       -   444,000.      946,670.      MT  (+/- 180 meters Scaled)
 TH0093
 TH0093                          SUPERSEDED SURVEY CONTROL
 TH0093
 TH0093  NGVD 29 (??/??/92)  590.092  (m)         1935.99   (f) ADJ UNCH    1 2
 TH0093
 TH0093.Superseded values are not recommended for survey control.
 TH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0093.See file dsdata.txt to determine how the superseded data were derived.
 TH0093
 TH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP121332(NAD 83)
 TH0093_MARKER: DB = BENCH MARK DISK
 TH0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TH0093_SP_SET: ABUTMENT
 TH0093_STAMPING: 1935.993 D 18
 TH0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0093
 TH0093  HISTORY     - Date     Condition        Report By
 TH0093  HISTORY     - UNK      MONUMENTED       CGS
 TH0093  HISTORY     - 1941     GOOD             NGS
 TH0093
 TH0093                          STATION DESCRIPTION
 TH0093
 TH0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 TH0093'1 MI W FROM CALAIS.
 TH0093'1 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM CALAIS, ROOSEVELT
 TH0093'COUNTY, AT MILEAGE 189.1, AT A CONCRETE BRIDGE AND IN THE TOP OF THE
 TH0093'SOUTH END OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED 1935.993 D
 TH0093'18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0112 ***********************************************************************
 SS0112  DESIGNATION -  D 180
 SS0112  PID         -  SS0112
 SS0112  STATE/COUNTY-  MT/JUDITH BASIN
 SS0112  USGS QUAD   -  BENCHLAND (1978)
 SS0112
 SS0112                         *CURRENT SURVEY CONTROL
 SS0112  ___________________________________________________________________
 SS0112* NAD 83(1986)-  47 00 44.     (N)    110 01 49.     (W)     SCALED    
 SS0112* NAVD 88     -      1347.137  (meters)    4419.73   (feet)  ADJUSTED  
 SS0112  ___________________________________________________________________
 SS0112  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 SS0112  DYNAMIC HT  -        1346.915 (meters)    4419.00  (feet)  COMP
 SS0112  MODELED GRAV-     980,401.0   (mgal)                       NAVD 88
 SS0112
 SS0112  VERT ORDER  -  SECOND    CLASS 0
 SS0112
 SS0112.The horizontal coordinates were scaled from a topographic map and have
 SS0112.an estimated accuracy of +/- 6 seconds.
 SS0112
 SS0112.The orthometric height was determined by differential leveling
 SS0112.and adjusted by the National Geodetic Survey in June 1991..
 SS0112
 SS0112.The geoid height was determined by GEOID03.
 SS0112
 SS0112.The dynamic height is computed by dividing the NAVD 88
 SS0112.geopotential number by the normal gravity value computed on the
 SS0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0112.degrees latitude (g = 980.6199 gals.).
 SS0112
 SS0112.The modeled gravity was interpolated from observed gravity values.
 SS0112
 SS0112;                    North         East    Units  Estimated Accuracy
 SS0112;SPC MT       -   307,070.      559,700.      MT  (+/- 180 meters Scaled)
 SS0112
 SS0112                          SUPERSEDED SURVEY CONTROL
 SS0112
 SS0112  NGVD 29 (??/??/92) 1346.191  (m)         4416.63   (f) ADJ UNCH    2 0
 SS0112
 SS0112.Superseded values are not recommended for survey control.
 SS0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0112.See file dsdata.txt to determine how the superseded data were derived.
 SS0112
 SS0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT737069(NAD 83)
 SS0112_MARKER: DB = BENCH MARK DISK
 SS0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0112_SP_SET: 8 FT.
 SS0112_STAMPING: D 180 1961
 SS0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0112
 SS0112  HISTORY     - Date     Condition        Report By
 SS0112  HISTORY     - 1961     MONUMENTED       CGS
 SS0112  HISTORY     - 1973     GOOD             USGS
 SS0112
 SS0112                          STATION DESCRIPTION
 SS0112
 SS0112'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SS0112'5.25 MI SW FROM BENCHLAND.
 SS0112'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SS0112'RAILWAY STATION AT BENCHLAND, THENCE 4.6 MILES SOUTH ALONG A GRAVELED
 SS0112'ROAD, IN SECTION 36, T 15 N, R 13 E, 39 FEET EAST OF THE CENTER LINE
 SS0112'OF THE ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 SS0112'THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8 INCH COPPER COATED
 SS0112'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6 INCH
 SS0112'TILE THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0761 ***********************************************************************
 SR0761  DESIGNATION -  D 181
 SR0761  PID         -  SR0761
 SR0761  STATE/COUNTY-  MT/JUDITH BASIN
 SR0761  USGS QUAD   -  KOLIN (1970)
 SR0761
 SR0761                         *CURRENT SURVEY CONTROL
 SR0761  ___________________________________________________________________
 SR0761* NAD 83(1986)-  47 06 54.     (N)    109 46 41.     (W)     SCALED    
 SR0761* NAVD 88     -      1204.551  (meters)    3951.93   (feet)  ADJUSTED  
 SR0761  ___________________________________________________________________
 SR0761  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 SR0761  DYNAMIC HT  -        1204.410 (meters)    3951.47  (feet)  COMP
 SR0761  MODELED GRAV-     980,453.4   (mgal)                       NAVD 88
 SR0761
 SR0761  VERT ORDER  -  SECOND    CLASS 0
 SR0761
 SR0761.The horizontal coordinates were scaled from a topographic map and have
 SR0761.an estimated accuracy of +/- 6 seconds.
 SR0761
 SR0761.The orthometric height was determined by differential leveling
 SR0761.and adjusted by the National Geodetic Survey in June 1991..
 SR0761
 SR0761.The geoid height was determined by GEOID03.
 SR0761
 SR0761.The dynamic height is computed by dividing the NAVD 88
 SR0761.geopotential number by the normal gravity value computed on the
 SR0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0761.degrees latitude (g = 980.6199 gals.).
 SR0761
 SR0761.The modeled gravity was interpolated from observed gravity values.
 SR0761
 SR0761;                    North         East    Units  Estimated Accuracy
 SR0761;SPC MT       -   318,390.      578,910.      MT  (+/- 180 meters Scaled)
 SR0761
 SR0761                          SUPERSEDED SURVEY CONTROL
 SR0761
 SR0761  NGVD 29 (??/??/92) 1203.656  (m)         3948.99   (f) ADJ UNCH    2 0
 SR0761
 SR0761.Superseded values are not recommended for survey control.
 SR0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0761.See file dsdata.txt to determine how the superseded data were derived.
 SR0761
 SR0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT926186(NAD 83)
 SR0761_MARKER: DB = BENCH MARK DISK
 SR0761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0761_SP_SET: 6.5 FT.
 SR0761_STAMPING: D 181 1961
 SR0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0761
 SR0761  HISTORY     - Date     Condition        Report By
 SR0761  HISTORY     - 1961     MONUMENTED       CGS
 SR0761
 SR0761                          STATION DESCRIPTION
 SR0761
 SR0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0761'1.05 MI N FROM KOLIN.
 SR0761'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0761'KOLIN, THENCE 0.85 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 26, T
 SR0761'16 N, R 15 E, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 SR0761'SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTHEAST, 40 FEET
 SR0761'WEST OF THE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND THE
 SR0761'ROAD LEADING NORTHEAST, 23 FEET NORTH OF THE CENTER OF A WIRE GATE, 1
 SR0761'1/2 FEET EAST OF A FENCE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT
 SR0761'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 SR0761'THAT IS DRIVEN TO A DEPTH OF 6 1/2 FEET AND IS ENCASED IN A 6-INCH
 SR0761'TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0296 ***********************************************************************
 SS0296  DESIGNATION -  D 182
 SS0296  PID         -  SS0296
 SS0296  STATE/COUNTY-  MT/JUDITH BASIN
 SS0296  USGS QUAD   -  STANFORD NE (1978)
 SS0296
 SS0296                         *CURRENT SURVEY CONTROL
 SS0296  ___________________________________________________________________
 SS0296* NAD 83(1986)-  47 08 18.     (N)    110 00 38.     (W)     SCALED    
 SS0296* NAVD 88     -      1201.458  (meters)    3941.78   (feet)  ADJUSTED  
 SS0296  ___________________________________________________________________
 SS0296  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 SS0296  DYNAMIC HT  -        1201.296 (meters)    3941.25  (feet)  COMP
 SS0296  MODELED GRAV-     980,436.8   (mgal)                       NAVD 88
 SS0296
 SS0296  VERT ORDER  -  SECOND    CLASS 0
 SS0296
 SS0296.The horizontal coordinates were scaled from a topographic map and have
 SS0296.an estimated accuracy of +/- 6 seconds.
 SS0296
 SS0296.The orthometric height was determined by differential leveling
 SS0296.and adjusted by the National Geodetic Survey in June 1991..
 SS0296
 SS0296.The geoid height was determined by GEOID03.
 SS0296
 SS0296.The dynamic height is computed by dividing the NAVD 88
 SS0296.geopotential number by the normal gravity value computed on the
 SS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0296.degrees latitude (g = 980.6199 gals.).
 SS0296
 SS0296.The modeled gravity was interpolated from observed gravity values.
 SS0296
 SS0296;                    North         East    Units  Estimated Accuracy
 SS0296;SPC MT       -   321,070.      561,290.      MT  (+/- 180 meters Scaled)
 SS0296
 SS0296                          SUPERSEDED SURVEY CONTROL
 SS0296
 SS0296  NGVD 29 (??/??/92) 1200.534  (m)         3938.75   (f) ADJ UNCH    2 0
 SS0296
 SS0296.Superseded values are not recommended for survey control.
 SS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0296.See file dsdata.txt to determine how the superseded data were derived.
 SS0296
 SS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT750210(NAD 83)
 SS0296_MARKER: DB = BENCH MARK DISK
 SS0296_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0296_SP_SET: 12 FT.
 SS0296_STAMPING: D 182 1961
 SS0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0296
 SS0296  HISTORY     - Date     Condition        Report By
 SS0296  HISTORY     - 1961     MONUMENTED       CGS
 SS0296
 SS0296                          STATION DESCRIPTION
 SS0296
 SS0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0296'5.0 MI N FROM BENCHLAND.
 SS0296'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0296'AT BENCHLAND, THENCE 4.6 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0296'19, T 16 N, R 14 E, 76 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 SS0296'GRAVELED ROAD, 29 FEET NORTH OF THE CENTER LINE OF A ROAD, 82 FEET
 SS0296'NORTH OF THE CENTER OF A ROAD INTERSECTION, 38 FEET WEST OF A FENCE
 SS0296'CORNER, 1 FOOT SOUTH OF A FENCE, 0.9 FOOT SOUTH OF A METAL WITNESS
 SS0296'POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 SS0296'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED
 SS0296'IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0511 ***********************************************************************
 SR0511  DESIGNATION -  D 183
 SR0511  PID         -  SR0511
 SR0511  STATE/COUNTY-  MT/FERGUS
 SR0511  USGS QUAD   -  HILGER NW (1985)
 SR0511
 SR0511                         *CURRENT SURVEY CONTROL
 SR0511  ___________________________________________________________________
 SR0511* NAD 83(1986)-  47 29 01.     (N)    109 26 32.     (W)     SCALED    
 SR0511* NAVD 88     -      1017.016  (meters)    3336.66   (feet)  ADJUSTED  
 SR0511  ___________________________________________________________________
 SR0511  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 SR0511  DYNAMIC HT  -        1016.965 (meters)    3336.49  (feet)  COMP
 SR0511  MODELED GRAV-     980,527.0   (mgal)                       NAVD 88
 SR0511
 SR0511  VERT ORDER  -  SECOND    CLASS 0
 SR0511
 SR0511.The horizontal coordinates were scaled from a topographic map and have
 SR0511.an estimated accuracy of +/- 6 seconds.
 SR0511
 SR0511.The orthometric height was determined by differential leveling
 SR0511.and adjusted by the National Geodetic Survey in June 1991..
 SR0511
 SR0511.The geoid height was determined by GEOID03.
 SR0511
 SR0511.The dynamic height is computed by dividing the NAVD 88
 SR0511.geopotential number by the normal gravity value computed on the
 SR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0511.degrees latitude (g = 980.6199 gals.).
 SR0511
 SR0511.The modeled gravity was interpolated from observed gravity values.
 SR0511
 SR0511;                    North         East    Units  Estimated Accuracy
 SR0511;SPC MT       -   359,310.      604,350.      MT  (+/- 180 meters Scaled)
 SR0511
 SR0511                          SUPERSEDED SURVEY CONTROL
 SR0511
 SR0511  NGVD 29 (??/??/92) 1016.187  (m)         3333.94   (f) ADJ UNCH    2 0
 SR0511
 SR0511.Superseded values are not recommended for survey control.
 SR0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0511.See file dsdata.txt to determine how the superseded data were derived.
 SR0511
 SR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT173600(NAD 83)
 SR0511_MARKER: DB = BENCH MARK DISK
 SR0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0511_STAMPING: D 183 1961
 SR0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0511+STABILITY: SURFACE MOTION
 SR0511
 SR0511  HISTORY     - Date     Condition        Report By
 SR0511  HISTORY     - 1961     MONUMENTED       CGS
 SR0511
 SR0511                          STATION DESCRIPTION
 SR0511
 SR0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0511'4.9 MI W FROM SUFFOLK.
 SR0511'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0511'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0511'THENCE 4.1 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 21, T 20 N, R
 SR0511'18 E, AT A CURVE AND 213 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 SR0511'190 FEET SOUTH OF A POWER POLE, 27 FEET WEST OF THE CENTER LINE OF A
 SR0511'DIRT ROAD LEADING NORTHEAST, 25 1/2 FEET SOUTH OF THE CENTER OF A
 SR0511'GATE, 1 1/2 FEET EAST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL
 SR0511'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SR0511'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0620 ***********************************************************************
 SR0620  DESIGNATION -  D 184
 SR0620  PID         -  SR0620
 SR0620  STATE/COUNTY-  MT/FERGUS
 SR0620  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0620
 SR0620                         *CURRENT SURVEY CONTROL
 SR0620  ___________________________________________________________________
 SR0620* NAD 83(1986)-  47 27 22.     (N)    109 38 21.     (W)     SCALED    
 SR0620* NAVD 88     -      1011.963  (meters)    3320.08   (feet)  ADJUSTED  
 SR0620  ___________________________________________________________________
 SR0620  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 SR0620  DYNAMIC HT  -        1011.911 (meters)    3319.91  (feet)  COMP
 SR0620  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 SR0620
 SR0620  VERT ORDER  -  SECOND    CLASS 0
 SR0620
 SR0620.The horizontal coordinates were scaled from a topographic map and have
 SR0620.an estimated accuracy of +/- 6 seconds.
 SR0620
 SR0620.The orthometric height was determined by differential leveling
 SR0620.and adjusted by the National Geodetic Survey in June 1991..
 SR0620
 SR0620.The geoid height was determined by GEOID03.
 SR0620
 SR0620.The dynamic height is computed by dividing the NAVD 88
 SR0620.geopotential number by the normal gravity value computed on the
 SR0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0620.degrees latitude (g = 980.6199 gals.).
 SR0620
 SR0620.The modeled gravity was interpolated from observed gravity values.
 SR0620
 SR0620;                    North         East    Units  Estimated Accuracy
 SR0620;SPC MT       -   356,270.      589,510.      MT  (+/- 180 meters Scaled)
 SR0620
 SR0620                          SUPERSEDED SURVEY CONTROL
 SR0620
 SR0620  NGVD 29 (??/??/92) 1011.125  (m)         3317.33   (f) ADJ UNCH    2 0
 SR0620
 SR0620.Superseded values are not recommended for survey control.
 SR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0620.See file dsdata.txt to determine how the superseded data were derived.
 SR0620
 SR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT025567(NAD 83)
 SR0620_MARKER: DB = BENCH MARK DISK
 SR0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0620_STAMPING: D 184 1961
 SR0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0620+STABILITY: SURFACE MOTION
 SR0620
 SR0620  HISTORY     - Date     Condition        Report By
 SR0620  HISTORY     - 1961     MONUMENTED       CGS
 SR0620  HISTORY     - 1973     GOOD             USGS
 SR0620
 SR0620                          STATION DESCRIPTION
 SR0620
 SR0620'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0620'22.05 MI SW FROM WINIFRED.
 SR0620'ABOUT 0.8 MI NORTHWEST ALONG A GRAVEL RD FROM THE CMSTP AND P STATION
 SR0620'AT WINIFRED, THENCE 4.0 MI WEST ALONG A GRAVEL RD, THENCE 5.9 MI WEST
 SR0620'ALONG A DIRT RD, THENCE 0.9 MI NORTHWEST ALONG A DIRT RD, THENCE 2.55
 SR0620'MI WEST ALONG A DIRT RD, THENCE 7.9 MI SOUTH ALONG A GRAVEL RD, IN
 SR0620'SECTION 36, T20N, R16E, 0.5 MI NORTH OF A RD INTERSECTION, IN LINE
 SR0620'WITH A NORTH-SOUTH ROW OF POWER POLES, 30 FT EAST OF THE CENTERLINE OF
 SR0620'THE RD, 125 FT NORTH OF A POLE BEARING A TRANSFORMER, 23 FT SOUTH OF A
 SR0620'FIELD GATE, 1 1/2 FT WEST OF A FENCE, 1.5 FT EAST OF A METAL WITNESS
 SR0620'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0698 ***********************************************************************
 SR0698  DESIGNATION -  D 185
 SR0698  PID         -  SR0698
 SR0698  STATE/COUNTY-  MT/FERGUS
 SR0698  USGS QUAD   -  SPRING CREEK JUNCTION (1970)
 SR0698
 SR0698                         *CURRENT SURVEY CONTROL
 SR0698  ___________________________________________________________________
 SR0698* NAD 83(1986)-  47 13 40.     (N)    109 33 00.     (W)     SCALED    
 SR0698* NAVD 88     -      1125.025  (meters)    3691.02   (feet)  ADJUSTED  
 SR0698  ___________________________________________________________________
 SR0698  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SR0698  DYNAMIC HT  -        1124.906 (meters)    3690.63  (feet)  COMP
 SR0698  MODELED GRAV-     980,468.6   (mgal)                       NAVD 88
 SR0698
 SR0698  VERT ORDER  -  SECOND    CLASS 0
 SR0698
 SR0698.The horizontal coordinates were scaled from a topographic map and have
 SR0698.an estimated accuracy of +/- 6 seconds.
 SR0698
 SR0698.The orthometric height was determined by differential leveling
 SR0698.and adjusted by the National Geodetic Survey in June 1991..
 SR0698
 SR0698.The geoid height was determined by GEOID03.
 SR0698
 SR0698.The dynamic height is computed by dividing the NAVD 88
 SR0698.geopotential number by the normal gravity value computed on the
 SR0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0698.degrees latitude (g = 980.6199 gals.).
 SR0698
 SR0698.The modeled gravity was interpolated from observed gravity values.
 SR0698
 SR0698;                    North         East    Units  Estimated Accuracy
 SR0698;SPC MT       -   330,890.      596,220.      MT  (+/- 180 meters Scaled)
 SR0698
 SR0698                          SUPERSEDED SURVEY CONTROL
 SR0698
 SR0698  NGVD 29 (??/??/92) 1124.140  (m)         3688.12   (f) ADJ UNCH    2 0
 SR0698
 SR0698.Superseded values are not recommended for survey control.
 SR0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0698.See file dsdata.txt to determine how the superseded data were derived.
 SR0698
 SR0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT097314(NAD 83)
 SR0698_MARKER: DB = BENCH MARK DISK
 SR0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0698_STAMPING: D 185 1961
 SR0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0698+STABILITY: SURFACE MOTION
 SR0698
 SR0698  HISTORY     - Date     Condition        Report By
 SR0698  HISTORY     - 1961     MONUMENTED       CGS
 SR0698
 SR0698                          STATION DESCRIPTION
 SR0698
 SR0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0698'6.65 MI NW FROM BROOKS.
 SR0698'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0698'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0698'THENCE 6.4 MILES WEST ALONG A PAVED ROAD, IN SECTION 22, T 17 N, R 17
 SR0698'E, ON THE INSIDE OF A SLIGHT CURVE AND 32 FEET NORTH OF THE CENTER
 SR0698'LINE OF THE ROAD, 47 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 SR0698'MORE EASTERLY OF TWO WOODEN BRIDGES, 1 1/2 FEET SOUTH OF A FENCE, 1.5
 SR0698'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL
 SR0698'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0698'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0174 ***********************************************************************
 SR0174  DESIGNATION -  D 186
 SR0174  PID         -  SR0174
 SR0174  STATE/COUNTY-  MT/FERGUS
 SR0174  USGS QUAD   -  FISH DAM (1986)
 SR0174
 SR0174                         *CURRENT SURVEY CONTROL
 SR0174  ___________________________________________________________________
 SR0174* NAD 83(1986)-  47 05 29.     (N)    108 55 55.     (W)     SCALED    
 SR0174* NAVD 88     -      1127.956  (meters)    3700.64   (feet)  ADJUSTED  
 SR0174  ___________________________________________________________________
 SR0174  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SR0174  DYNAMIC HT  -        1127.854 (meters)    3700.30  (feet)  COMP
 SR0174  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 SR0174
 SR0174  VERT ORDER  -  SECOND    CLASS 0
 SR0174
 SR0174.The horizontal coordinates were scaled from a topographic map and have
 SR0174.an estimated accuracy of +/- 6 seconds.
 SR0174
 SR0174.The orthometric height was determined by differential leveling
 SR0174.and adjusted by the National Geodetic Survey in June 1991..
 SR0174
 SR0174.The geoid height was determined by GEOID03.
 SR0174
 SR0174.The dynamic height is computed by dividing the NAVD 88
 SR0174.geopotential number by the normal gravity value computed on the
 SR0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0174.degrees latitude (g = 980.6199 gals.).
 SR0174
 SR0174.The modeled gravity was interpolated from observed gravity values.
 SR0174
 SR0174;                    North         East    Units  Estimated Accuracy
 SR0174;SPC MT       -   315,890.      643,100.      MT  (+/- 180 meters Scaled)
 SR0174
 SR0174                          SUPERSEDED SURVEY CONTROL
 SR0174
 SR0174  NGVD 29 (??/??/92) 1127.144  (m)         3697.97   (f) ADJ UNCH    2 0
 SR0174
 SR0174.Superseded values are not recommended for survey control.
 SR0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0174.See file dsdata.txt to determine how the superseded data were derived.
 SR0174
 SR0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT569173(NAD 83)
 SR0174_MARKER: DB = BENCH MARK DISK
 SR0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0174_STAMPING: D 186 1961
 SR0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0174+STABILITY: SURFACE MOTION
 SR0174
 SR0174  HISTORY     - Date     Condition        Report By
 SR0174  HISTORY     - 1961     MONUMENTED       CGS
 SR0174
 SR0174                          STATION DESCRIPTION
 SR0174
 SR0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0174'26.65 MI NE FROM LEWISTOWN.
 SR0174'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0174'STATION AT LEWISTOWN, THENCE 22.25 MILES EAST ALONG U.S. HIGHWAY 87
 SR0174'AND STATE HIGHWAY 20, THENCE 4.2 MILES NORTHEAST ALONG A GRADED DIRT
 SR0174'ROAD, IN SECTION 4, T 15 N, R 22 E, 0.45 MILE SOUTHWEST OF A
 SR0174'SCHOOLHOUSE, AT A CURVE AND 59 FEET NORTHWEST OF THE CENTER LINE OF
 SR0174'THE ROAD, 36 FEET NORTHEAST OF A T-FENCE CORNER POST, 2 FEET SOUTHEAST
 SR0174'OF A FENCE, 2.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 SR0174'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 SR0174'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0669 ***********************************************************************
 SR0669  DESIGNATION -  D 187
 SR0669  PID         -  SR0669
 SR0669  STATE/COUNTY-  MT/FERGUS
 SR0669  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0669
 SR0669                         *CURRENT SURVEY CONTROL
 SR0669  ___________________________________________________________________
 SR0669* NAD 83(1986)-  47 26 20.     (N)    109 55 36.     (W)     SCALED    
 SR0669* NAVD 88     -      1053.359  (meters)    3455.90   (feet)  ADJUSTED  
 SR0669  ___________________________________________________________________
 SR0669  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 SR0669  DYNAMIC HT  -        1053.298 (meters)    3455.70  (feet)  COMP
 SR0669  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 SR0669
 SR0669  VERT ORDER  -  SECOND    CLASS 0
 SR0669
 SR0669.The horizontal coordinates were scaled from a topographic map and have
 SR0669.an estimated accuracy of +/- 6 seconds.
 SR0669
 SR0669.The orthometric height was determined by differential leveling
 SR0669.and adjusted by the National Geodetic Survey in June 1991..
 SR0669
 SR0669.The geoid height was determined by GEOID03.
 SR0669
 SR0669.The dynamic height is computed by dividing the NAVD 88
 SR0669.geopotential number by the normal gravity value computed on the
 SR0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0669.degrees latitude (g = 980.6199 gals.).
 SR0669
 SR0669.The modeled gravity was interpolated from observed gravity values.
 SR0669
 SR0669;                    North         East    Units  Estimated Accuracy
 SR0669;SPC MT       -   354,430.      567,840.      MT  (+/- 180 meters Scaled)
 SR0669
 SR0669                          SUPERSEDED SURVEY CONTROL
 SR0669
 SR0669  NGVD 29 (??/??/92) 1052.512  (m)         3453.12   (f) ADJ UNCH    2 0
 SR0669
 SR0669.Superseded values are not recommended for survey control.
 SR0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0669.See file dsdata.txt to determine how the superseded data were derived.
 SR0669
 SR0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT809544(NAD 83)
 SR0669_MARKER: DB = BENCH MARK DISK
 SR0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0669_SP_SET: 20 FT
 SR0669_STAMPING: D 187 1961
 SR0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0669
 SR0669  HISTORY     - Date     Condition        Report By
 SR0669  HISTORY     - 1961     MONUMENTED       CGS
 SR0669
 SR0669                          STATION DESCRIPTION
 SR0669
 SR0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0669'10.35 MI NE FROM DENTON.
 SR0669'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0669'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0669'7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG A
 SR0669'GRAVELED AND DIRT ROAD, IN SECTION 3, T 19 N, R 14 E, 0.5 MILE
 SR0669'NORTHEAST OF A FARMHOUSE AND GROVE OF TREES, ON THE CREST OF A HILL,
 SR0669'21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 203 FEET NORTHEAST OF
 SR0669'THE CENTER LINE OF A TRAIL ROAD LEADING SOUTHEAST ALONG THE NORTHEAST
 SR0669'SIDE OF A DRAW, 9 FEET WEST OF A POWER POLE, 2 1/2 FEET SOUTH OF A
 SR0669'METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A
 SR0669'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SR0669'DEPTH OF 20 FEET AND ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0035 ***********************************************************************
 RW0035  DESIGNATION -  D 188
 RW0035  PID         -  RW0035
 RW0035  STATE/COUNTY-  MT/JUDITH BASIN
 RW0035  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0035
 RW0035                         *CURRENT SURVEY CONTROL
 RW0035  ___________________________________________________________________
 RW0035* NAD 83(1986)-  46 52 55.     (N)    110 19 54.     (W)     SCALED    
 RW0035* NAVD 88     -      1637.786  (meters)    5373.30   (feet)  ADJUSTED  
 RW0035  ___________________________________________________________________
 RW0035  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 RW0035  DYNAMIC HT  -        1637.392 (meters)    5372.01  (feet)  COMP
 RW0035  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 RW0035
 RW0035  VERT ORDER  -  SECOND    CLASS 0
 RW0035
 RW0035.The horizontal coordinates were scaled from a topographic map and have
 RW0035.an estimated accuracy of +/- 6 seconds.
 RW0035
 RW0035.The orthometric height was determined by differential leveling
 RW0035.and adjusted by the National Geodetic Survey in June 1991..
 RW0035
 RW0035.The geoid height was determined by GEOID03.
 RW0035
 RW0035.The dynamic height is computed by dividing the NAVD 88
 RW0035.geopotential number by the normal gravity value computed on the
 RW0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0035.degrees latitude (g = 980.6199 gals.).
 RW0035
 RW0035.The modeled gravity was interpolated from observed gravity values.
 RW0035
 RW0035;                    North         East    Units  Estimated Accuracy
 RW0035;SPC MT       -   292,800.      536,650.      MT  (+/- 180 meters Scaled)
 RW0035
 RW0035                          SUPERSEDED SURVEY CONTROL
 RW0035
 RW0035  NGVD 29 (??/??/92) 1636.748  (m)         5369.90   (f) ADJ UNCH    2 0
 RW0035
 RW0035.Superseded values are not recommended for survey control.
 RW0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0035.See file dsdata.txt to determine how the superseded data were derived.
 RW0035
 RW0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS509922(NAD 83)
 RW0035_MARKER: DB = BENCH MARK DISK
 RW0035_SETTING: 66 = SET IN ROCK OUTCROP
 RW0035_SP_SET: ROCK OUTCROP
 RW0035_STAMPING: D 188 1961
 RW0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0035+STABILITY: POSITION/ELEVATION WELL
 RW0035
 RW0035  HISTORY     - Date     Condition        Report By
 RW0035  HISTORY     - 1961     MONUMENTED       CGS
 RW0035
 RW0035                          STATION DESCRIPTION
 RW0035
 RW0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0035'14.55 MI W FROM UTICA.
 RW0035'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0035'CHURCH AT UTICA, THENCE 4.3 MILES WEST ALONG A DIRT ROAD, IN SECTION
 RW0035'21, T 13 N, R 11 E, 2.55 MILES WEST OF THE HEADQUARTERS FOR THE JUDITH
 RW0035'GAME MANAGEMENT AREA, 0.15 MILE EAST OF A SIGN WHICH READS LEWIS AND
 RW0035'CLARK NATIONAL FOREST, ABOUT 0.5 MILE WEST OF THE JUNCTION OF THE ROAD
 RW0035'AND A ROAD LEADING NORTHWEST, 102 FEET NORTH OF THE CENTER LINE OF THE
 RW0035'DIRT ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 6 INCHES,
 RW0035'132 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE DIRT ROAD
 RW0035'AND A ROAD LEADING EAST, 31.0 FEET NORTH OF A METAL WITNESS POST, AND
 RW0035'ABOUT 20 FEET BELOW THE LEVEL OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0258 ***********************************************************************
 SS0258  DESIGNATION -  D 189
 SS0258  PID         -  SS0258
 SS0258  STATE/COUNTY-  MT/JUDITH BASIN
 SS0258  USGS QUAD   -  ARROW CREEK (1979)
 SS0258
 SS0258                         *CURRENT SURVEY CONTROL
 SS0258  ___________________________________________________________________
 SS0258* NAD 83(1986)-  47 15 40.     (N)    110 11 32.     (W)     SCALED    
 SS0258* NAVD 88     -      1200.774  (meters)    3939.54   (feet)  ADJUSTED  
 SS0258  ___________________________________________________________________
 SS0258  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 SS0258  DYNAMIC HT  -        1200.647 (meters)    3939.12  (feet)  COMP
 SS0258  MODELED GRAV-     980,466.0   (mgal)                       NAVD 88
 SS0258
 SS0258  VERT ORDER  -  SECOND    CLASS 0
 SS0258
 SS0258.The horizontal coordinates were scaled from a topographic map and have
 SS0258.an estimated accuracy of +/- 6 seconds.
 SS0258
 SS0258.The orthometric height was determined by differential leveling
 SS0258.and adjusted by the National Geodetic Survey in June 1991..
 SS0258
 SS0258.The geoid height was determined by GEOID03.
 SS0258
 SS0258.The dynamic height is computed by dividing the NAVD 88
 SS0258.geopotential number by the normal gravity value computed on the
 SS0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0258.degrees latitude (g = 980.6199 gals.).
 SS0258
 SS0258.The modeled gravity was interpolated from observed gravity values.
 SS0258
 SS0258;                    North         East    Units  Estimated Accuracy
 SS0258;SPC MT       -   334,820.      547,640.      MT  (+/- 180 meters Scaled)
 SS0258
 SS0258                          SUPERSEDED SURVEY CONTROL
 SS0258
 SS0258  NGVD 29 (??/??/92) 1199.881  (m)         3936.61   (f) ADJ UNCH    2 0
 SS0258
 SS0258.Superseded values are not recommended for survey control.
 SS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0258.See file dsdata.txt to determine how the superseded data were derived.
 SS0258
 SS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT611344(NAD 83)
 SS0258_MARKER: DB = BENCH MARK DISK
 SS0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0258_STAMPING: D 189 1961
 SS0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0258+STABILITY: SURFACE MOTION
 SS0258
 SS0258  HISTORY     - Date     Condition        Report By
 SS0258  HISTORY     - 1961     MONUMENTED       CGS
 SS0258
 SS0258                          STATION DESCRIPTION
 SS0258
 SS0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0258'6.4 MI S FROM ARROW CREEK.
 SS0258'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0258'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0258'6.2 MILES SOUTH ALONG STATE SECONDARY ROAD 230, IN SECTION 4, T 17 N,
 SS0258'R 12 E, 107 FEET WEST OF THE CENTER LINE OF THE ROAD, 25 FEET EAST OF
 SS0258'A POWER POLE, 2 FEET EAST OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS
 SS0258'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SS0258'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0479 ***********************************************************************
 SS0479  DESIGNATION -  D 190
 SS0479  PID         -  SS0479
 SS0479  STATE/COUNTY-  MT/JUDITH BASIN
 SS0479  USGS QUAD   -  MIXES BALDY (1995)
 SS0479
 SS0479                         *CURRENT SURVEY CONTROL
 SS0479  ___________________________________________________________________
 SS0479* NAD 83(1986)-  47 01 57.     (N)    110 30 24.     (W)     SCALED    
 SS0479* NAVD 88     -      1696.653  (meters)    5566.44   (feet)  ADJUSTED  
 SS0479  ___________________________________________________________________
 SS0479  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 SS0479  DYNAMIC HT  -        1696.150 (meters)    5564.79  (feet)  COMP
 SS0479  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 SS0479
 SS0479  VERT ORDER  -  SECOND    CLASS 0
 SS0479
 SS0479.The horizontal coordinates were scaled from a topographic map and have
 SS0479.an estimated accuracy of +/- 6 seconds.
 SS0479
 SS0479.The orthometric height was determined by differential leveling
 SS0479.and adjusted by the National Geodetic Survey in June 1991..
 SS0479
 SS0479.The geoid height was determined by GEOID03.
 SS0479
 SS0479.The dynamic height is computed by dividing the NAVD 88
 SS0479.geopotential number by the normal gravity value computed on the
 SS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0479.degrees latitude (g = 980.6199 gals.).
 SS0479
 SS0479.The modeled gravity was interpolated from observed gravity values.
 SS0479
 SS0479;                    North         East    Units  Estimated Accuracy
 SS0479;SPC MT       -   309,680.      523,530.      MT  (+/- 180 meters Scaled)
 SS0479
 SS0479                          SUPERSEDED SURVEY CONTROL
 SS0479
 SS0479  NGVD 29 (??/??/92) 1695.491  (m)         5562.62   (f) ADJ UNCH    2 0
 SS0479
 SS0479.Superseded values are not recommended for survey control.
 SS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0479.See file dsdata.txt to determine how the superseded data were derived.
 SS0479
 SS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT374088(NAD 83)
 SS0479_MARKER: DB = BENCH MARK DISK
 SS0479_SETTING: 66 = SET IN ROCK OUTCROP
 SS0479_SP_SET: OUTCROP
 SS0479_STAMPING: D 190 1961
 SS0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0479+STABILITY: POSITION/ELEVATION WELL
 SS0479
 SS0479  HISTORY     - Date     Condition        Report By
 SS0479  HISTORY     - 1961     MONUMENTED       CGS
 SS0479  HISTORY     - 1984     GOOD             NGS
 SS0479
 SS0479                          STATION DESCRIPTION
 SS0479
 SS0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0479'22.15 MI SW FROM STANFORD.
 SS0479'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0479'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0479'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0479'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 5.15 MILES WEST ALONG A
 SS0479'GRAVELED ROAD, THENCE 2.25 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 SS0479'THENCE 1.1 MILES WEST ALONG A DIRT ROAD, IN SECTION 30, T 15 N, R 10
 SS0479'E, 0.15 MILE WEST OF A GATE ACROSS THE ROAD, IN THE LEWIS AND CLARK
 SS0479'NATIONAL FOREST, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET
 SS0479'VERTICALLY IN THE SOUTHEAST FACE OF A LARGE ROCK OUTCROP, ABOUT 1 FOOT
 SS0479'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 SS0479'ROAD.
 SS0479
 SS0479                          STATION RECOVERY (1984)
 SS0479
 SS0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0317 ***********************************************************************
 SS0317  DESIGNATION -  D 191
 SS0317  PID         -  SS0317
 SS0317  STATE/COUNTY-  MT/CASCADE
 SS0317  USGS QUAD   -  MONARCH (1995)
 SS0317
 SS0317                         *CURRENT SURVEY CONTROL
 SS0317  ___________________________________________________________________
 SS0317* NAD 83(1986)-  47 05 17.     (N)    110 49 44.     (W)     SCALED    
 SS0317* NAVD 88     -      1406.733  (meters)    4615.26   (feet)  ADJUSTED  
 SS0317  ___________________________________________________________________
 SS0317  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 SS0317  DYNAMIC HT  -        1406.478 (meters)    4614.42  (feet)  COMP
 SS0317  MODELED GRAV-     980,382.8   (mgal)                       NAVD 88
 SS0317
 SS0317  VERT ORDER  -  SECOND    CLASS 0
 SS0317
 SS0317.The horizontal coordinates were scaled from a topographic map and have
 SS0317.an estimated accuracy of +/- 6 seconds.
 SS0317
 SS0317.The orthometric height was determined by differential leveling
 SS0317.and adjusted by the National Geodetic Survey in June 1991..
 SS0317
 SS0317.The geoid height was determined by GEOID03.
 SS0317
 SS0317.The dynamic height is computed by dividing the NAVD 88
 SS0317.geopotential number by the normal gravity value computed on the
 SS0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0317.degrees latitude (g = 980.6199 gals.).
 SS0317
 SS0317.The modeled gravity was interpolated from observed gravity values.
 SS0317
 SS0317;                    North         East    Units  Estimated Accuracy
 SS0317;SPC MT       -   316,220.      499,160.      MT  (+/- 180 meters Scaled)
 SS0317
 SS0317                          SUPERSEDED SURVEY CONTROL
 SS0317
 SS0317  NGVD 29 (??/??/92) 1405.743  (m)         4612.01   (f) ADJ UNCH    2 0
 SS0317
 SS0317.Superseded values are not recommended for survey control.
 SS0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0317.See file dsdata.txt to determine how the superseded data were derived.
 SS0317
 SS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT129149(NAD 83)
 SS0317_MARKER: DB = BENCH MARK DISK
 SS0317_SETTING: 66 = SET IN ROCK OUTCROP
 SS0317_SP_SET: OUTCROP
 SS0317_STAMPING: D 191 1961
 SS0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0317+STABILITY: POSITION/ELEVATION WELL
 SS0317
 SS0317  HISTORY     - Date     Condition        Report By
 SS0317  HISTORY     - 1961     MONUMENTED       CGS
 SS0317
 SS0317                          STATION DESCRIPTION
 SS0317
 SS0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0317'0.8 MI SE FROM MONARCH.
 SS0317'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0317'SCHOOL AT MONARCH, IN SECTION 3, T 15 N, R 7 E, 85 FEET NORTHEAST OF
 SS0317'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP WHICH
 SS0317'PROJECTS 36 INCHES, AT THE FOOT OF A BLUFF, AND ABOUT 4 FEET ABOVE THE
 SS0317'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0339 ***********************************************************************
 SS0339  DESIGNATION -  D 192
 SS0339  PID         -  SS0339
 SS0339  STATE/COUNTY-  MT/CASCADE
 SS0339  USGS QUAD   -  RICEVILLE (1995)
 SS0339
 SS0339                         *CURRENT SURVEY CONTROL
 SS0339  ___________________________________________________________________
 SS0339* NAD 83(1986)-  47 13 49.     (N)    110 56 02.     (W)     SCALED    
 SS0339* NAVD 88     -      1193.284  (meters)    3914.97   (feet)  ADJUSTED  
 SS0339  ___________________________________________________________________
 SS0339  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 SS0339  DYNAMIC HT  -        1193.106 (meters)    3914.38  (feet)  COMP
 SS0339  MODELED GRAV-     980,423.2   (mgal)                       NAVD 88
 SS0339
 SS0339  VERT ORDER  -  SECOND    CLASS 0
 SS0339
 SS0339.The horizontal coordinates were scaled from a topographic map and have
 SS0339.an estimated accuracy of +/- 6 seconds.
 SS0339
 SS0339.The orthometric height was determined by differential leveling
 SS0339.and adjusted by the National Geodetic Survey in June 1991..
 SS0339
 SS0339.The geoid height was determined by GEOID03.
 SS0339
 SS0339.The dynamic height is computed by dividing the NAVD 88
 SS0339.geopotential number by the normal gravity value computed on the
 SS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0339.degrees latitude (g = 980.6199 gals.).
 SS0339
 SS0339.The modeled gravity was interpolated from observed gravity values.
 SS0339
 SS0339;                    North         East    Units  Estimated Accuracy
 SS0339;SPC MT       -   332,160.      491,490.      MT  (+/- 180 meters Scaled)
 SS0339
 SS0339                          SUPERSEDED SURVEY CONTROL
 SS0339
 SS0339  NGVD 29 (??/??/92) 1192.292  (m)         3911.71   (f) ADJ UNCH    2 0
 SS0339
 SS0339.Superseded values are not recommended for survey control.
 SS0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0339.See file dsdata.txt to determine how the superseded data were derived.
 SS0339
 SS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT050307(NAD 83)
 SS0339_MARKER: DB = BENCH MARK DISK
 SS0339_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0339_SP_SET: 12.5 FT.
 SS0339_STAMPING: D 192 1961
 SS0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0339
 SS0339  HISTORY     - Date     Condition        Report By
 SS0339  HISTORY     - 1961     MONUMENTED       CGS
 SS0339  HISTORY     - 1965     GOOD             MTDH
 SS0339
 SS0339                          STATION DESCRIPTION
 SS0339
 SS0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0339'12.55 MI S FROM BELT.
 SS0339'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0339'STATION AT BELT, THENCE 9.2 MILES SOUTH ALONG U.S. HIGHWAY 89, IN
 SS0339'SECTION 14, T 17 N, R 6 E, 58 FEET WEST OF THE CENTER LINE OF THE
 SS0339'HIGHWAY, 23 1/2 FEET NORTHEAST OF A 10-INCH ASPEN TREE WITH A
 SS0339'TRIANGULAR BLAZE ON THE EAST SIDE, 1.0 FOOT WEST OF A METAL WITNESS
 SS0339'POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 SS0339'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 1/2 FEET AND ENCASED
 SS0339'IN A 6-INCH TILE WHICH PROJECTS 2 INCHES.
 SS0339
 SS0339                          STATION RECOVERY (1965)
 SS0339
 SS0339'RECOVERY NOTE BY MONTANA DEPARTMENT OF HIGHWAYS 1965
 SS0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0515 ***********************************************************************
 SR0515  DESIGNATION -  D 193
 SR0515  PID         -  SR0515
 SR0515  STATE/COUNTY-  MT/FERGUS
 SR0515  USGS QUAD   -  HILGER NW (1985)
 SR0515
 SR0515                         *CURRENT SURVEY CONTROL
 SR0515  ___________________________________________________________________
 SR0515* NAD 83(1986)-  47 28 00.     (N)    109 28 28.     (W)     SCALED    
 SR0515* NAVD 88     -      1013.858  (meters)    3326.30   (feet)  ADJUSTED  
 SR0515  ___________________________________________________________________
 SR0515  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR0515  DYNAMIC HT  -        1013.812 (meters)    3326.15  (feet)  COMP
 SR0515  MODELED GRAV-     980,532.2   (mgal)                       NAVD 88
 SR0515
 SR0515  VERT ORDER  -  SECOND    CLASS 0
 SR0515
 SR0515.The horizontal coordinates were scaled from a topographic map and have
 SR0515.an estimated accuracy of +/- 6 seconds.
 SR0515
 SR0515.The orthometric height was determined by differential leveling
 SR0515.and adjusted by the National Geodetic Survey in June 1991..
 SR0515
 SR0515.The geoid height was determined by GEOID03.
 SR0515
 SR0515.The dynamic height is computed by dividing the NAVD 88
 SR0515.geopotential number by the normal gravity value computed on the
 SR0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0515.degrees latitude (g = 980.6199 gals.).
 SR0515
 SR0515.The modeled gravity was interpolated from observed gravity values.
 SR0515
 SR0515;                    North         East    Units  Estimated Accuracy
 SR0515;SPC MT       -   357,430.      601,930.      MT  (+/- 180 meters Scaled)
 SR0515
 SR0515                          SUPERSEDED SURVEY CONTROL
 SR0515
 SR0515  NGVD 29 (??/??/92) 1013.032  (m)         3323.59   (f) ADJ UNCH    2 0
 SR0515
 SR0515.Superseded values are not recommended for survey control.
 SR0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0515.See file dsdata.txt to determine how the superseded data were derived.
 SR0515
 SR0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT149581(NAD 83)
 SR0515_MARKER: DB = BENCH MARK DISK
 SR0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0515_STAMPING: D 193 1961
 SR0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0515+STABILITY: SURFACE MOTION
 SR0515
 SR0515  HISTORY     - Date     Condition        Report By
 SR0515  HISTORY     - 1961     MONUMENTED       CGS
 SR0515
 SR0515                          STATION DESCRIPTION
 SR0515
 SR0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0515'7.55 MI W FROM SUFFOLK.
 SR0515'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0515'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0515'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 SR0515'ALONG A GRAVELED ROAD, IN SECTION 31, T 20 N, R 18 E, AT A CURVE AND
 SR0515'62 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 72 FEET
 SR0515'WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO THE LEROY
 SR0515'MUSICK FARM, 47 FEET WEST OF A POWER POLE, 11 FEET WEST OF A FENCE
 SR0515'CORNER, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS
 SR0515'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 SR0515'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0724 ***********************************************************************
 SR0724  DESIGNATION -  D 194
 SR0724  PID         -  SR0724
 SR0724  STATE/COUNTY-  MT/FERGUS
 SR0724  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0724
 SR0724                         *CURRENT SURVEY CONTROL
 SR0724  ___________________________________________________________________
 SR0724* NAD 83(1986)-  47 20 57.     (N)    109 31 57.     (W)     SCALED    
 SR0724* NAVD 88     -      1134.644  (meters)    3722.58   (feet)  ADJUSTED  
 SR0724  ___________________________________________________________________
 SR0724  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SR0724  DYNAMIC HT  -        1134.548 (meters)    3722.26  (feet)  COMP
 SR0724  MODELED GRAV-     980,488.9   (mgal)                       NAVD 88
 SR0724
 SR0724  VERT ORDER  -  SECOND    CLASS 0
 SR0724
 SR0724.The horizontal coordinates were scaled from a topographic map and have
 SR0724.an estimated accuracy of +/- 6 seconds.
 SR0724
 SR0724.The orthometric height was determined by differential leveling
 SR0724.and adjusted by the National Geodetic Survey in June 1991..
 SR0724
 SR0724.The geoid height was determined by GEOID03.
 SR0724
 SR0724.The dynamic height is computed by dividing the NAVD 88
 SR0724.geopotential number by the normal gravity value computed on the
 SR0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0724.degrees latitude (g = 980.6199 gals.).
 SR0724
 SR0724.The modeled gravity was interpolated from observed gravity values.
 SR0724
 SR0724;                    North         East    Units  Estimated Accuracy
 SR0724;SPC MT       -   344,370.      597,550.      MT  (+/- 180 meters Scaled)
 SR0724
 SR0724                          SUPERSEDED SURVEY CONTROL
 SR0724
 SR0724  NGVD 29 (??/??/92) 1133.782  (m)         3719.75   (f) ADJ UNCH    2 0
 SR0724
 SR0724.Superseded values are not recommended for survey control.
 SR0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0724.See file dsdata.txt to determine how the superseded data were derived.
 SR0724
 SR0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT108450(NAD 83)
 SR0724_MARKER: DB = BENCH MARK DISK
 SR0724_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0724_SP_SET: 12 FT.
 SR0724_STAMPING: D 194 1961
 SR0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0724
 SR0724  HISTORY     - Date     Condition        Report By
 SR0724  HISTORY     - 1961     MONUMENTED       CGS
 SR0724  HISTORY     - 1973     MARK NOT FOUND   USGS
 SR0724
 SR0724                          STATION DESCRIPTION
 SR0724
 SR0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0724'16.95 MI NW FROM BROOKS.
 SR0724'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0724'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0724'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 6.9 MILES NORTH ALONG
 SR0724'A GRAVELED ROAD, THENCE 2.1 MILES NORTHEAST ALONG A GRAVELED ROAD, IN
 SR0724'SECTION 3, R 17 E, T 18 N, AT A CURVE AND 100 FEET NORTHWEST OF THE
 SR0724'CENTER LINE OF THE ROAD, 278 FEET NORTHWEST OF AND ACROSS THE ROAD
 SR0724'FROM THE NORTHWEST CORNER OF A SCHOOLHOUSE, 27 FEET WEST OF THE CENTER
 SR0724'LINE OF A TRACK ROAD LEADING NORTHWEST TO THE RANCH OWNED BY MARTIN
 SR0724'NORMAN, 48 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 1.5
 SR0724'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 SR0724'OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0724'DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SR0724'PROJECTS 5 INCHES.  NOTE-- THE POWER POLE HAS BEEN MOVED AND THE
 SR0724'ENTRANCE TO THE DRIVE MAY HAVE BEEN IMPROVED SINCE 1961.
 SR0724
 SR0724                          STATION RECOVERY (1973)
 SR0724
 SR0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SR0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0359 ***********************************************************************
 SR0359  DESIGNATION -  D 195
 SR0359  PID         -  SR0359
 SR0359  STATE/COUNTY-  MT/FERGUS
 SR0359  USGS QUAD   -  BROOKS (1985)
 SR0359
 SR0359                         *CURRENT SURVEY CONTROL
 SR0359  ___________________________________________________________________
 SR0359* NAD 83(1986)-  47 07 47.     (N)    109 26 49.     (W)     SCALED    
 SR0359* NAVD 88     -      1219.941  (meters)    4002.42   (feet)  ADJUSTED  
 SR0359  ___________________________________________________________________
 SR0359  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 SR0359  DYNAMIC HT  -        1219.797 (meters)    4001.95  (feet)  COMP
 SR0359  MODELED GRAV-     980,452.4   (mgal)                       NAVD 88
 SR0359
 SR0359  VERT ORDER  -  FIRST     CLASS II
 SR0359
 SR0359.The horizontal coordinates were scaled from a topographic map and have
 SR0359.an estimated accuracy of +/- 6 seconds.
 SR0359
 SR0359.The orthometric height was determined by differential leveling
 SR0359.and adjusted by the National Geodetic Survey in June 1991..
 SR0359
 SR0359.The geoid height was determined by GEOID03.
 SR0359
 SR0359.The dynamic height is computed by dividing the NAVD 88
 SR0359.geopotential number by the normal gravity value computed on the
 SR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0359.degrees latitude (g = 980.6199 gals.).
 SR0359
 SR0359.The modeled gravity was interpolated from observed gravity values.
 SR0359
 SR0359;                    North         East    Units  Estimated Accuracy
 SR0359;SPC MT       -   319,990.      604,020.      MT  (+/- 180 meters Scaled)
 SR0359
 SR0359                          SUPERSEDED SURVEY CONTROL
 SR0359
 SR0359  NGVD 29 (??/??/92) 1219.049  (m)         3999.50   (f) ADJ UNCH    1 2
 SR0359
 SR0359.Superseded values are not recommended for survey control.
 SR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0359.See file dsdata.txt to determine how the superseded data were derived.
 SR0359
 SR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT177207(NAD 83)
 SR0359_MARKER: DB = BENCH MARK DISK
 SR0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0359_STAMPING: D 195 1961
 SR0359_PROJECTION: PROJECTING 1 CENTIMETERS
 SR0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0359+STABILITY: SURFACE MOTION
 SR0359
 SR0359  HISTORY     - Date     Condition        Report By
 SR0359  HISTORY     - 1961     MONUMENTED       CGS
 SR0359  HISTORY     - 1980     GOOD             NGS
 SR0359
 SR0359                          STATION DESCRIPTION
 SR0359
 SR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0359'6.3 MI S FROM BROOKS.
 SR0359'ABOUT 5.1 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0359'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0359'THENCE 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 19, IN SECTION 21, T 16
 SR0359'N, R 18 E, 119 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET
 SR0359'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 57 FEET WEST OF A FENCE
 SR0359'CORNER, 53 1/2 FEET WEST OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE,
 SR0359'1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0359'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SR0359
 SR0359                          STATION RECOVERY (1980)
 SR0359
 SR0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0359'0.8 KM (0.5 MI) EAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 SR0359'LEWISTOWN, THENCE 7.9 KM (4.9 MI) NORTHERLY ALONG U.S. HIGHWAY 191, AT
 SR0359'A GRAVELED ROAD LEADING WEST, 36.3 METERS (119.0 FT) WEST OF THE
 SR0359'CENTER OF THE HIGHWAY, 20.7 METERS (68.0 FT) NORTH-NORTHEAST OF THE
 SR0359'ROAD CENTER, 17.4 METERS (57.0 FT) WEST OF A FENCE CORNER, 16.3 METERS
 SR0359'(53.5 FT) WEST OF A UTILITY POLE, AND 0.5 METER (1.5 FT) SOUTH-
 SR0359'SOUTHWEST OF A FENCE.
 SR0359'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 SR0359'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0376 ***********************************************************************
 RV0376  DESIGNATION -  D 196
 RV0376  PID         -  RV0376
 RV0376  STATE/COUNTY-  MT/JUDITH BASIN
 RV0376  USGS QUAD   -  JUDITH GAP (1995)
 RV0376
 RV0376                         *CURRENT SURVEY CONTROL
 RV0376  ___________________________________________________________________
 RV0376* NAD 83(1986)-  46 44 44.     (N)    109 46 00.     (W)     SCALED    
 RV0376* NAVD 88     -      1365.137  (meters)    4478.79   (feet)  ADJUSTED  
 RV0376  ___________________________________________________________________
 RV0376  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 RV0376  DYNAMIC HT  -        1364.885 (meters)    4477.96  (feet)  COMP
 RV0376  MODELED GRAV-     980,380.5   (mgal)                       NAVD 88
 RV0376
 RV0376  VERT ORDER  -  FIRST     CLASS II
 RV0376
 RV0376.The horizontal coordinates were scaled from a topographic map and have
 RV0376.an estimated accuracy of +/- 6 seconds.
 RV0376
 RV0376.The orthometric height was determined by differential leveling
 RV0376.and adjusted by the National Geodetic Survey in June 1991..
 RV0376
 RV0376.The geoid height was determined by GEOID03.
 RV0376
 RV0376.The dynamic height is computed by dividing the NAVD 88
 RV0376.geopotential number by the normal gravity value computed on the
 RV0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0376.degrees latitude (g = 980.6199 gals.).
 RV0376
 RV0376.The modeled gravity was interpolated from observed gravity values.
 RV0376
 RV0376;                    North         East    Units  Estimated Accuracy
 RV0376;SPC MT       -   277,340.      579,640.      MT  (+/- 180 meters Scaled)
 RV0376
 RV0376                          SUPERSEDED SURVEY CONTROL
 RV0376
 RV0376  NGVD 29 (??/??/92) 1364.179  (m)         4475.64   (f) ADJ UNCH    1 2
 RV0376
 RV0376.Superseded values are not recommended for survey control.
 RV0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0376.See file dsdata.txt to determine how the superseded data were derived.
 RV0376
 RV0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS942776(NAD 83)
 RV0376_MARKER: DB = BENCH MARK DISK
 RV0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0376_STAMPING: D 196 1961
 RV0376_MARK LOGO: CGS   
 RV0376_PROJECTION: PROJECTING 8 CENTIMETERS
 RV0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0376+STABILITY: SURFACE MOTION
 RV0376
 RV0376  HISTORY     - Date     Condition        Report By
 RV0376  HISTORY     - 1961     MONUMENTED       CGS
 RV0376  HISTORY     - 1980     GOOD             NGS
 RV0376
 RV0376                          STATION DESCRIPTION
 RV0376
 RV0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0376'6.15 MI SE FROM BUFFALO.
 RV0376'ABOUT 6.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0376'STATION SIGN AT BUFFALO, 0.3 MILE NORTHWEST OF MILE POLE 108, AT THE
 RV0376'SOUTHEAST END OF A DEEP CUT, 100 FEET NORTHEAST OF THE NORTHEAST RAIL,
 RV0376'116 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 50 FEET
 RV0376'NORTH OF THE MOST WESTERLY OF TWO POWER POLES, 24 FEET NORTH OF THE
 RV0376'CENTER OF A GATE, 2 FEET WEST OF A FENCE, 1 1/2 FEET EAST OF A WITNESS
 RV0376'POST, ABOUT LEVEL WITH THE RAILS AND IN THE TOP OF A CONCRETE POST
 RV0376'PROJECTING 6 INCHES.
 RV0376
 RV0376                          STATION RECOVERY (1980)
 RV0376
 RV0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0376'8.5 KM (5.3 MI) NORTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE IN
 RV0376'JUDITH GAP, THENCE 1.3 KM (0.8 MI) WEST ALONG A GRAVEL ROAD, THENCE
 RV0376'0.3 KM (0.2 MI) SOUTH ALONG A TRACK ROAD, 30.5 METERS (100.0 FT) EAST
 RV0376'OF THE EAST RAIL OF THE GREAT NORTHERN RAILROAD, 21.3 METERS (70.0 FT)
 RV0376'SOUTH OF THE CENTER OF THE ROAD, 15.2 METERS (50.0 FT) NORTHEAST OF A
 RV0376'UTILITY POLE, 7.3 METERS (24.0 FT) EAST OF THE CENTER OF A GATE AND
 RV0376'0.6 METER (2.0 FT) NORTH OF A FENCE.
 RV0376'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 RV0376'THE MARK IS 1.0 M ABOVE THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0464 ***********************************************************************
 SS0464  DESIGNATION -  D 197
 SS0464  PID         -  SS0464
 SS0464  STATE/COUNTY-  MT/JUDITH BASIN
 SS0464  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0464
 SS0464                         *CURRENT SURVEY CONTROL
 SS0464  ___________________________________________________________________
 SS0464* NAD 83(1986)-  47 13 19.     (N)    110 44 16.     (W)     SCALED    
 SS0464* NAVD 88     -      1340.589  (meters)    4398.25   (feet)  ADJUSTED  
 SS0464  ___________________________________________________________________
 SS0464  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 SS0464  DYNAMIC HT  -        1340.401 (meters)    4397.63  (feet)  COMP
 SS0464  MODELED GRAV-     980,425.2   (mgal)                       NAVD 88
 SS0464
 SS0464  VERT ORDER  -  SECOND    CLASS 0
 SS0464
 SS0464.The horizontal coordinates were scaled from a topographic map and have
 SS0464.an estimated accuracy of +/- 6 seconds.
 SS0464
 SS0464.The orthometric height was determined by differential leveling
 SS0464.and adjusted by the National Geodetic Survey in June 1991..
 SS0464
 SS0464.The geoid height was determined by GEOID03.
 SS0464
 SS0464.The dynamic height is computed by dividing the NAVD 88
 SS0464.geopotential number by the normal gravity value computed on the
 SS0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0464.degrees latitude (g = 980.6199 gals.).
 SS0464
 SS0464.The modeled gravity was interpolated from observed gravity values.
 SS0464
 SS0464;                    North         East    Units  Estimated Accuracy
 SS0464;SPC MT       -   330,980.      506,310.      MT  (+/- 180 meters Scaled)
 SS0464
 SS0464                          SUPERSEDED SURVEY CONTROL
 SS0464
 SS0464  NGVD 29 (??/??/92) 1339.628  (m)         4395.10   (f) ADJ UNCH    2 0
 SS0464
 SS0464.Superseded values are not recommended for survey control.
 SS0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0464.See file dsdata.txt to determine how the superseded data were derived.
 SS0464
 SS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT198298(NAD 83)
 SS0464_MARKER: DB = BENCH MARK DISK
 SS0464_SETTING: 80 = SET IN A BOULDER
 SS0464_SP_SET: BOULDER
 SS0464_STAMPING: D 197 1961
 SS0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0464+STABILITY: SURFACE MOTION
 SS0464
 SS0464  HISTORY     - Date     Condition        Report By
 SS0464  HISTORY     - 1961     MONUMENTED       CGS
 SS0464
 SS0464                          STATION DESCRIPTION
 SS0464
 SS0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0464'4.5 MI S FROM RAYNESFORD.
 SS0464'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0464'AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 SS0464'MILE EAST ALONG U.S. HIGHWAY 87, THENCE 3.7 MILES SOUTH ALONG STATE
 SS0464'SECONDARY ROAD 427, IN SECTION 20, T 17 N, R 8 E, 38 FEET NORTHEAST OF
 SS0464'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A BOULDER ON THE
 SS0464'NORTHEAST BANK OF THE ROAD, ABOUT FLUSH WITH THE GROUND, 50 FEET
 SS0464'NORTHWEST OF A TELEPHONE POLE, 22 FEET SOUTH OF A CONCRETE RIGHT OF
 SS0464'WAY MARKER POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0470 ***********************************************************************
 RV0470  DESIGNATION -  D 198
 RV0470  PID         -  RV0470
 RV0470  STATE/COUNTY-  MT/FERGUS
 RV0470  USGS QUAD   -  WEST FORK BEAVER CREEK (1970)
 RV0470
 RV0470                         *CURRENT SURVEY CONTROL
 RV0470  ___________________________________________________________________
 RV0470* NAD 83(1986)-  46 56 23.     (N)    109 35 13.     (W)     SCALED    
 RV0470* NAVD 88     -      1370.579  (meters)    4496.64   (feet)  ADJUSTED  
 RV0470  ___________________________________________________________________
 RV0470  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 RV0470  DYNAMIC HT  -        1370.350 (meters)    4495.89  (feet)  COMP
 RV0470  MODELED GRAV-     980,398.1   (mgal)                       NAVD 88
 RV0470
 RV0470  VERT ORDER  -  SECOND    CLASS 0
 RV0470
 RV0470.The horizontal coordinates were scaled from a topographic map and have
 RV0470.an estimated accuracy of +/- 6 seconds.
 RV0470
 RV0470.The orthometric height was determined by differential leveling
 RV0470.and adjusted by the National Geodetic Survey in June 1991..
 RV0470
 RV0470.The geoid height was determined by GEOID03.
 RV0470
 RV0470.The dynamic height is computed by dividing the NAVD 88
 RV0470.geopotential number by the normal gravity value computed on the
 RV0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0470.degrees latitude (g = 980.6199 gals.).
 RV0470
 RV0470.The modeled gravity was interpolated from observed gravity values.
 RV0470
 RV0470;                    North         East    Units  Estimated Accuracy
 RV0470;SPC MT       -   298,880.      593,380.      MT  (+/- 180 meters Scaled)
 RV0470
 RV0470                          SUPERSEDED SURVEY CONTROL
 RV0470
 RV0470  NGVD 29 (??/??/92) 1369.645  (m)         4493.58   (f) ADJ UNCH    2 0
 RV0470
 RV0470.Superseded values are not recommended for survey control.
 RV0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0470.See file dsdata.txt to determine how the superseded data were derived.
 RV0470
 RV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS075994(NAD 83)
 RV0470_MARKER: DB = BENCH MARK DISK
 RV0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0470_SP_SET: 9.5 FT.
 RV0470_STAMPING: D 198 1961
 RV0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0470
 RV0470  HISTORY     - Date     Condition        Report By
 RV0470  HISTORY     - 1961     MONUMENTED       CGS
 RV0470
 RV0470                          STATION DESCRIPTION
 RV0470
 RV0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0470'13.2 MI E FROM MOORE.
 RV0470'ABOUT 0.65 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 RV0470'MOORE, THENCE 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 87 THENCE 5.25
 RV0470'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG A GRAVEL
 RV0470'ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, 38 FEET WEST OF THE
 RV0470'CENTER LINE OF THE ROAD, 40 FEET SOUTH OF THE EXTENDED CENTER LINE OF
 RV0470'A GRAVEL ROAD EAST, 29 FEET SOUTH OF THE CENTER LINE OF A DRIVE WEST
 RV0470'TO SOME OLD FARM BUILDINGS, 4 FEET SOUTH OF A TELEPHONE POLE WITH GUY
 RV0470'WIRE, 1.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A
 RV0470'DISK ON A 5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO REFUSAL AT A
 RV0470'DEPTH OF 9 1/2 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 RV0470'6-INCH TILE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0885 ***********************************************************************
 SR0885  DESIGNATION -  D 2 Y
 SR0885  PID         -  SR0885
 SR0885  STATE/COUNTY-  MT/FERGUS
 SR0885  USGS QUAD   -  SPRING COULEE (1978)
 SR0885
 SR0885                         *CURRENT SURVEY CONTROL
 SR0885  ___________________________________________________________________
 SR0885* NAD 83(1986)-  47 32 49.     (N)    109 46 40.     (W)     SCALED    
 SR0885* NAVD 88     -      1085.108  (meters)    3560.06   (feet)  ADJUSTED  
 SR0885  ___________________________________________________________________
 SR0885  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SR0885  DYNAMIC HT  -        1085.061 (meters)    3559.90  (feet)  COMP
 SR0885  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 SR0885
 SR0885  VERT ORDER  -  SECOND    CLASS 0
 SR0885
 SR0885.The horizontal coordinates were scaled from a topographic map and have
 SR0885.an estimated accuracy of +/- 6 seconds.
 SR0885
 SR0885.The orthometric height was determined by differential leveling
 SR0885.and adjusted by the National Geodetic Survey in June 1991..
 SR0885
 SR0885.The geoid height was determined by GEOID03.
 SR0885
 SR0885.The dynamic height is computed by dividing the NAVD 88
 SR0885.geopotential number by the normal gravity value computed on the
 SR0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0885.degrees latitude (g = 980.6199 gals.).
 SR0885
 SR0885.The modeled gravity was interpolated from observed gravity values.
 SR0885
 SR0885;                    North         East    Units  Estimated Accuracy
 SR0885;SPC MT       -   366,390.      579,100.      MT  (+/- 180 meters Scaled)
 SR0885
 SR0885                          SUPERSEDED SURVEY CONTROL
 SR0885
 SR0885  NGVD 29 (??/??/92) 1084.275  (m)         3557.33   (f) ADJ UNCH    2 0
 SR0885
 SR0885.Superseded values are not recommended for survey control.
 SR0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0885.See file dsdata.txt to determine how the superseded data were derived.
 SR0885
 SR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT919666(NAD 83)
 SR0885_MARKER: DS = TRIANGULATION STATION DISK
 SR0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0885_STAMPING: D 2 Y 1961
 SR0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0885+STABILITY: SURFACE MOTION
 SR0885
 SR0885  HISTORY     - Date     Condition        Report By
 SR0885  HISTORY     - 1961     MONUMENTED       CGS
 SR0885
 SR0885                          STATION DESCRIPTION
 SR0885
 SR0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0885'24.5 MI NE FROM DENTON.
 SR0885'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0885'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0885'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0885'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0885'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0885'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 14.9 MILES
 SR0885'NORTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG THE SOUTH
 SR0885'SIDE OF A FENCE, THENCE 0.25 MILE NORTH ALONG THE WEST SIDE OF A
 SR0885'FENCE, IN SECTION 34, T 21 N, R 15 E, ABOUT 0.4 MILE NORTH OF A
 SR0885'SCHOOLHOUSE, 28.3 FEET EAST OF D 2 Y R.M. 2, 30.5 FEET NORTH OF D 2 Y
 SR0885'R.M. 1, 5 FEET SOUTHWEST OF A FENCE CORNER, 4.8 FEET SOUTHWEST OF A
 SR0885'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 SR0885'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0884 ***********************************************************************
 SR0884  DESIGNATION -  D 2 Y RM 1
 SR0884  PID         -  SR0884
 SR0884  STATE/COUNTY-  MT/FERGUS
 SR0884  USGS QUAD   -  SPRING COULEE (1978)
 SR0884
 SR0884                         *CURRENT SURVEY CONTROL
 SR0884  ___________________________________________________________________
 SR0884* NAD 83(1986)-  47 32 49.     (N)    109 46 40.     (W)     SCALED    
 SR0884* NAVD 88     -      1085.169  (meters)    3560.26   (feet)  ADJUSTED  
 SR0884  ___________________________________________________________________
 SR0884  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SR0884  DYNAMIC HT  -        1085.122 (meters)    3560.10  (feet)  COMP
 SR0884  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 SR0884
 SR0884  VERT ORDER  -  SECOND    CLASS 0
 SR0884
 SR0884.The horizontal coordinates were scaled from a topographic map and have
 SR0884.an estimated accuracy of +/- 6 seconds.
 SR0884
 SR0884.The orthometric height was determined by differential leveling
 SR0884.and adjusted by the National Geodetic Survey in June 1991..
 SR0884
 SR0884.The geoid height was determined by GEOID03.
 SR0884
 SR0884.The dynamic height is computed by dividing the NAVD 88
 SR0884.geopotential number by the normal gravity value computed on the
 SR0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0884.degrees latitude (g = 980.6199 gals.).
 SR0884
 SR0884.The modeled gravity was interpolated from observed gravity values.
 SR0884
 SR0884;                    North         East    Units  Estimated Accuracy
 SR0884;SPC MT       -   366,390.      579,100.      MT  (+/- 180 meters Scaled)
 SR0884
 SR0884                          SUPERSEDED SURVEY CONTROL
 SR0884
 SR0884  NGVD 29 (??/??/92) 1084.337  (m)         3557.53   (f) ADJ UNCH    2 0
 SR0884
 SR0884.Superseded values are not recommended for survey control.
 SR0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0884.See file dsdata.txt to determine how the superseded data were derived.
 SR0884
 SR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT919666(NAD 83)
 SR0884_MARKER: DR = REFERENCE MARK DISK
 SR0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0884_STAMPING: D 2 Y NO 1 1961
 SR0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0884+STABILITY: SURFACE MOTION
 SR0884
 SR0884  HISTORY     - Date     Condition        Report By
 SR0884  HISTORY     - 1961     MONUMENTED       CGS
 SR0884
 SR0884                          STATION DESCRIPTION
 SR0884
 SR0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0884'24.5 MI NE FROM DENTON.
 SR0884'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0884'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0884'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0884'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0884'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0884'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 14.9 MILES
 SR0884'NORTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG THE SOUTH
 SR0884'SIDE OF A FENCE, THENCE 0.25 MILE NORTH ALONG THE WEST SIDE OF A
 SR0884'FENCE, IN SECTION 34, T 21 N, R 15 E, ABOUT 0.4 MILE NORTH OF A
 SR0884'SCHOOLHOUSE, 30.5 FEET SOUTH OF D 2 Y 1961, 1 FOOT WEST OF A FENCE,
 SR0884'34.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0884'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0886 ***********************************************************************
 SR0886  DESIGNATION -  D 2 Y RM 2
 SR0886  PID         -  SR0886
 SR0886  STATE/COUNTY-  MT/FERGUS
 SR0886  USGS QUAD   -  SPRING COULEE (1978)
 SR0886
 SR0886                         *CURRENT SURVEY CONTROL
 SR0886  ___________________________________________________________________
 SR0886* NAD 83(1986)-  47 32 49.     (N)    109 46 41.     (W)     SCALED    
 SR0886* NAVD 88     -      1085.323  (meters)    3560.76   (feet)  ADJUSTED  
 SR0886  ___________________________________________________________________
 SR0886  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SR0886  DYNAMIC HT  -        1085.276 (meters)    3560.61  (feet)  COMP
 SR0886  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 SR0886
 SR0886  VERT ORDER  -  SECOND    CLASS 0
 SR0886
 SR0886.The horizontal coordinates were scaled from a topographic map and have
 SR0886.an estimated accuracy of +/- 6 seconds.
 SR0886
 SR0886.The orthometric height was determined by differential leveling
 SR0886.and adjusted by the National Geodetic Survey in June 1991..
 SR0886
 SR0886.The geoid height was determined by GEOID03.
 SR0886
 SR0886.The dynamic height is computed by dividing the NAVD 88
 SR0886.geopotential number by the normal gravity value computed on the
 SR0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0886.degrees latitude (g = 980.6199 gals.).
 SR0886
 SR0886.The modeled gravity was interpolated from observed gravity values.
 SR0886
 SR0886;                    North         East    Units  Estimated Accuracy
 SR0886;SPC MT       -   366,390.      579,080.      MT  (+/- 180 meters Scaled)
 SR0886
 SR0886                          SUPERSEDED SURVEY CONTROL
 SR0886
 SR0886  NGVD 29 (??/??/92) 1084.490  (m)         3558.03   (f) ADJ UNCH    2 0
 SR0886
 SR0886.Superseded values are not recommended for survey control.
 SR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0886.See file dsdata.txt to determine how the superseded data were derived.
 SR0886
 SR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT919666(NAD 83)
 SR0886_MARKER: DR = REFERENCE MARK DISK
 SR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0886_STAMPING: D 2 Y NO 2 1961
 SR0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0886+STABILITY: SURFACE MOTION
 SR0886
 SR0886  HISTORY     - Date     Condition        Report By
 SR0886  HISTORY     - 1961     MONUMENTED       CGS
 SR0886
 SR0886                          STATION DESCRIPTION
 SR0886
 SR0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0886'24.5 MI NE FROM DENTON.
 SR0886'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0886'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0886'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0886'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0886'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0886'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 14.9 MILES
 SR0886'NORTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG THE SOUTH
 SR0886'SIDE OF A FENCE, IN SECTION 34, T 21 N, R 15 E, 28.3 FEET WEST OF D 2
 SR0886'Y 1961, 31.3 FEET WEST OF A METAL WITNESS POST, 1 FOOT SOUTH OF A
 SR0886'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0888 ***********************************************************************
 SR0888  DESIGNATION -  D 2 Z
 SR0888  PID         -  SR0888
 SR0888  STATE/COUNTY-  MT/FERGUS
 SR0888  USGS QUAD   -  SPRING COULEE (1978)
 SR0888
 SR0888                         *CURRENT SURVEY CONTROL
 SR0888  ___________________________________________________________________
 SR0888* NAD 83(1986)-  47 32 49.     (N)    109 46 05.     (W)     SCALED    
 SR0888* NAVD 88     -      1076.250  (meters)    3531.00   (feet)  ADJUSTED  
 SR0888  ___________________________________________________________________
 SR0888  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SR0888  DYNAMIC HT  -        1076.203 (meters)    3530.84  (feet)  COMP
 SR0888  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 SR0888
 SR0888  VERT ORDER  -  SECOND    CLASS 0
 SR0888
 SR0888.The horizontal coordinates were scaled from a topographic map and have
 SR0888.an estimated accuracy of +/- 6 seconds.
 SR0888
 SR0888.The orthometric height was determined by differential leveling
 SR0888.and adjusted by the National Geodetic Survey in June 1991..
 SR0888
 SR0888.The geoid height was determined by GEOID03.
 SR0888
 SR0888.The dynamic height is computed by dividing the NAVD 88
 SR0888.geopotential number by the normal gravity value computed on the
 SR0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0888.degrees latitude (g = 980.6199 gals.).
 SR0888
 SR0888.The modeled gravity was interpolated from observed gravity values.
 SR0888
 SR0888;                    North         East    Units  Estimated Accuracy
 SR0888;SPC MT       -   366,380.      579,830.      MT  (+/- 180 meters Scaled)
 SR0888
 SR0888                          SUPERSEDED SURVEY CONTROL
 SR0888
 SR0888  NGVD 29 (??/??/92) 1075.418  (m)         3528.27   (f) ADJ UNCH    2 0
 SR0888
 SR0888.Superseded values are not recommended for survey control.
 SR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0888.See file dsdata.txt to determine how the superseded data were derived.
 SR0888
 SR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT926666(NAD 83)
 SR0888_MARKER: DS = TRIANGULATION STATION DISK
 SR0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0888_STAMPING: D 2 Z 1961
 SR0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0888+STABILITY: SURFACE MOTION
 SR0888
 SR0888  HISTORY     - Date     Condition        Report By
 SR0888  HISTORY     - 1961     MONUMENTED       CGS
 SR0888
 SR0888                          STATION DESCRIPTION
 SR0888
 SR0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0888'24.45 MI NE FROM DENTON.
 SR0888'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0888'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0888'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0888'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0888'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0888'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 15.1 MILES
 SR0888'NORTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A TRACK ROAD,
 SR0888'IN SECTION 35, T 21 N, R 15 E, 23 FEET SOUTH OF THE CENTER LINE OF THE
 SR0888'ROAD, 79 FEET WEST OF A POWER POLE, 41.5 FEET SOUTH OF AND ACROSS THE
 SR0888'ROAD FROM D 2 Z R.M. 1, 37.9 FEET WEST OF D 2 Z R.M. 2, 5 FEET NORTH
 SR0888'OF A FENCE, 5.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 SR0888'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SR0888'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0887 ***********************************************************************
 SR0887  DESIGNATION -  D 2 Z RM 1
 SR0887  PID         -  SR0887
 SR0887  STATE/COUNTY-  MT/FERGUS
 SR0887  USGS QUAD   -  SPRING COULEE (1978)
 SR0887
 SR0887                         *CURRENT SURVEY CONTROL
 SR0887  ___________________________________________________________________
 SR0887* NAD 83(1986)-  47 32 51.     (N)    109 46 06.     (W)     SCALED    
 SR0887* NAVD 88     -      1076.262  (meters)    3531.04   (feet)  ADJUSTED  
 SR0887  ___________________________________________________________________
 SR0887  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SR0887  DYNAMIC HT  -        1076.215 (meters)    3530.88  (feet)  COMP
 SR0887  MODELED GRAV-     980,531.9   (mgal)                       NAVD 88
 SR0887
 SR0887  VERT ORDER  -  SECOND    CLASS 0
 SR0887
 SR0887.The horizontal coordinates were scaled from a topographic map and have
 SR0887.an estimated accuracy of +/- 6 seconds.
 SR0887
 SR0887.The orthometric height was determined by differential leveling
 SR0887.and adjusted by the National Geodetic Survey in June 1991..
 SR0887
 SR0887.The geoid height was determined by GEOID03.
 SR0887
 SR0887.The dynamic height is computed by dividing the NAVD 88
 SR0887.geopotential number by the normal gravity value computed on the
 SR0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0887.degrees latitude (g = 980.6199 gals.).
 SR0887
 SR0887.The modeled gravity was interpolated from observed gravity values.
 SR0887
 SR0887;                    North         East    Units  Estimated Accuracy
 SR0887;SPC MT       -   366,450.      579,810.      MT  (+/- 180 meters Scaled)
 SR0887
 SR0887                          SUPERSEDED SURVEY CONTROL
 SR0887
 SR0887  NGVD 29 (??/??/92) 1075.430  (m)         3528.31   (f) ADJ UNCH    2 0
 SR0887
 SR0887.Superseded values are not recommended for survey control.
 SR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0887.See file dsdata.txt to determine how the superseded data were derived.
 SR0887
 SR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT926667(NAD 83)
 SR0887_MARKER: DR = REFERENCE MARK DISK
 SR0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0887_STAMPING: D 2 Z NO 1 1961
 SR0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0887+STABILITY: SURFACE MOTION
 SR0887
 SR0887  HISTORY     - Date     Condition        Report By
 SR0887  HISTORY     - 1961     MONUMENTED       CGS
 SR0887
 SR0887                          STATION DESCRIPTION
 SR0887
 SR0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0887'24.45 MI NE FROM DENTON.
 SR0887'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0887'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0887'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0887'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0887'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0887'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 15.1 MILES
 SR0887'NORTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A TRACK ROAD,
 SR0887'IN SECTION 35, T 21 N, R 15 E, 13 FEET NORTH OF THE CENTER LINE OF THE
 SR0887'ROAD, 41.5 FEET NORTH OF AND ACROSS THE ROAD FROM D 2 Z 1961, 2 FEET
 SR0887'SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SR0887'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0889 ***********************************************************************
 SR0889  DESIGNATION -  D 2 Z RM 2
 SR0889  PID         -  SR0889
 SR0889  STATE/COUNTY-  MT/FERGUS
 SR0889  USGS QUAD   -  SPRING COULEE (1978)
 SR0889
 SR0889                         *CURRENT SURVEY CONTROL
 SR0889  ___________________________________________________________________
 SR0889* NAD 83(1986)-  47 32 49.     (N)    109 46 04.     (W)     SCALED    
 SR0889* NAVD 88     -      1076.113  (meters)    3530.55   (feet)  ADJUSTED  
 SR0889  ___________________________________________________________________
 SR0889  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SR0889  DYNAMIC HT  -        1076.066 (meters)    3530.39  (feet)  COMP
 SR0889  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 SR0889
 SR0889  VERT ORDER  -  SECOND    CLASS 0
 SR0889
 SR0889.The horizontal coordinates were scaled from a topographic map and have
 SR0889.an estimated accuracy of +/- 6 seconds.
 SR0889
 SR0889.The orthometric height was determined by differential leveling
 SR0889.and adjusted by the National Geodetic Survey in June 1991..
 SR0889
 SR0889.The geoid height was determined by GEOID03.
 SR0889
 SR0889.The dynamic height is computed by dividing the NAVD 88
 SR0889.geopotential number by the normal gravity value computed on the
 SR0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0889.degrees latitude (g = 980.6199 gals.).
 SR0889
 SR0889.The modeled gravity was interpolated from observed gravity values.
 SR0889
 SR0889;                    North         East    Units  Estimated Accuracy
 SR0889;SPC MT       -   366,380.      579,850.      MT  (+/- 180 meters Scaled)
 SR0889
 SR0889                          SUPERSEDED SURVEY CONTROL
 SR0889
 SR0889  NGVD 29 (??/??/92) 1075.281  (m)         3527.82   (f) ADJ UNCH    2 0
 SR0889
 SR0889.Superseded values are not recommended for survey control.
 SR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0889.See file dsdata.txt to determine how the superseded data were derived.
 SR0889
 SR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT927666(NAD 83)
 SR0889_MARKER: DR = REFERENCE MARK DISK
 SR0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0889_STAMPING: D 2 Z NO 2 1961
 SR0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0889+STABILITY: SURFACE MOTION
 SR0889
 SR0889  HISTORY     - Date     Condition        Report By
 SR0889  HISTORY     - 1961     MONUMENTED       CGS
 SR0889
 SR0889                          STATION DESCRIPTION
 SR0889
 SR0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0889'24.45 MI NE FROM DENTON.
 SR0889'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0889'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0889'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0889'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0889'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0889'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 15.1 MILES
 SR0889'NORTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A TRACK ROAD,
 SR0889'IN SECTION 35, T 21 N, R 15 E, 22 FEET SOUTH OF THE CENTER LINE OF THE
 SR0889'ROAD, 42 FEET WEST OF A POWER POLE, 37.9 FEET EAST OF D 2 Z 1961, 1
 SR0889'FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SR0889'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0169 ***********************************************************************
 TJ0169  DESIGNATION -  D 20
 TJ0169  PID         -  TJ0169
 TJ0169  STATE/COUNTY-  MT/VALLEY
 TJ0169  USGS QUAD   -  GLASGOW (1978)
 TJ0169
 TJ0169                         *CURRENT SURVEY CONTROL
 TJ0169  ___________________________________________________________________
 TJ0169* NAD 83(1986)-  48 12 30.     (N)    106 40 39.     (W)     SCALED    
 TJ0169* NAVD 88     -       638.986  (meters)    2096.41   (feet)  ADJUSTED  
 TJ0169  ___________________________________________________________________
 TJ0169  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TJ0169  DYNAMIC HT  -         639.061 (meters)    2096.65  (feet)  COMP
 TJ0169  MODELED GRAV-     980,708.9   (mgal)                       NAVD 88
 TJ0169
 TJ0169  VERT ORDER  -  FIRST     CLASS II
 TJ0169
 TJ0169.The horizontal coordinates were scaled from a topographic map and have
 TJ0169.an estimated accuracy of +/- 6 seconds.
 TJ0169
 TJ0169.The orthometric height was determined by differential leveling
 TJ0169.and adjusted by the National Geodetic Survey in June 1991..
 TJ0169
 TJ0169.The geoid height was determined by GEOID03.
 TJ0169
 TJ0169.The dynamic height is computed by dividing the NAVD 88
 TJ0169.geopotential number by the normal gravity value computed on the
 TJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0169.degrees latitude (g = 980.6199 gals.).
 TJ0169
 TJ0169.The modeled gravity was interpolated from observed gravity values.
 TJ0169
 TJ0169;                    North         East    Units  Estimated Accuracy
 TJ0169;SPC MT       -   443,630.      809,650.      MT  (+/- 180 meters Scaled)
 TJ0169
 TJ0169                          SUPERSEDED SURVEY CONTROL
 TJ0169
 TJ0169  NGVD 29 (??/??/92)  638.360  (m)         2094.35   (f) ADJ UNCH    1 2
 TJ0169
 TJ0169.Superseded values are not recommended for survey control.
 TJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0169.See file dsdata.txt to determine how the superseded data were derived.
 TJ0169
 TJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP753408(NAD 83)
 TJ0169_MARKER: DD = SURVEY DISK
 TJ0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0169_SP_SET: PIER
 TJ0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0169
 TJ0169  HISTORY     - Date     Condition        Report By
 TJ0169  HISTORY     - UNK      MONUMENTED       BOR
 TJ0169  HISTORY     - 1953     GOOD             DOD
 TJ0169  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0169
 TJ0169                          STATION DESCRIPTION
 TJ0169
 TJ0169'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TJ0169'2.1 MI W FROM GLASGOW.
 TJ0169'2.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0169'GLASGOW, VALLEY COUNTY, SOUTH OF BRIDGE 279/6, AT THE NORTH SIDE OF A
 TJ0169'STEEL HIGHWAY BRIDGE, AND IN THE TOP OF THE NORTHWEST CONCRETE PIER. A
 TJ0169'UNITED STATES BUREAU OF RECLAMATION STANDARD DISK.
 TJ0169
 TJ0169                          STATION RECOVERY (1980)
 TJ0169
 TJ0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0169'THE OLD BRIDGE HAS BEEN DESTROYED AND A NEW BRIDGE BUILT AT THIS
 TJ0169'LOCATION.  THE MARK SHOULD BE CONSIDERED DESTROYED EVEN THOUGH THE
 TJ0169'DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0584 ***********************************************************************
 RV0584  DESIGNATION -  D 200
 RV0584  PID         -  RV0584
 RV0584  STATE/COUNTY-  MT/WHEATLAND
 RV0584  USGS QUAD   -  OXFORD (1986)
 RV0584
 RV0584                         *CURRENT SURVEY CONTROL
 RV0584  ___________________________________________________________________
 RV0584* NAD 83(1986)-  46 35 30.     (N)    109 42 13.     (W)     SCALED    
 RV0584* NAVD 88     -      1363.483  (meters)    4473.36   (feet)  ADJUSTED  
 RV0584  ___________________________________________________________________
 RV0584  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 RV0584  DYNAMIC HT  -        1363.203 (meters)    4472.44  (feet)  COMP
 RV0584  MODELED GRAV-     980,361.2   (mgal)                       NAVD 88
 RV0584
 RV0584  VERT ORDER  -  SECOND    CLASS 0
 RV0584
 RV0584.The horizontal coordinates were scaled from a topographic map and have
 RV0584.an estimated accuracy of +/- 6 seconds.
 RV0584
 RV0584.The orthometric height was determined by differential leveling
 RV0584.and adjusted by the National Geodetic Survey in June 1991..
 RV0584
 RV0584.The geoid height was determined by GEOID03.
 RV0584
 RV0584.The dynamic height is computed by dividing the NAVD 88
 RV0584.geopotential number by the normal gravity value computed on the
 RV0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0584.degrees latitude (g = 980.6199 gals.).
 RV0584
 RV0584.The modeled gravity was interpolated from observed gravity values.
 RV0584
 RV0584;                    North         East    Units  Estimated Accuracy
 RV0584;SPC MT       -   260,230.      584,410.      MT  (+/- 180 meters Scaled)
 RV0584
 RV0584                          SUPERSEDED SURVEY CONTROL
 RV0584
 RV0584  NGVD 29 (??/??/92) 1362.533  (m)         4470.24   (f) ADJ UNCH    2 0
 RV0584
 RV0584.Superseded values are not recommended for survey control.
 RV0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0584.See file dsdata.txt to determine how the superseded data were derived.
 RV0584
 RV0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS993606(NAD 83)
 RV0584_MARKER: DB = BENCH MARK DISK
 RV0584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0584_SP_SET: 12 FT.
 RV0584_STAMPING: D 200 1961
 RV0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0584
 RV0584  HISTORY     - Date     Condition        Report By
 RV0584  HISTORY     - 1961     MONUMENTED       CGS
 RV0584  HISTORY     - 1981     MARK NOT FOUND   USGS
 RV0584
 RV0584                          STATION DESCRIPTION
 RV0584
 RV0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0584'8.65 MI SE FROM JUDITH GAP.
 RV0584'ABOUT 6.15 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0584'JUDITH GAP, THENCE 2.5 MILES EAST ALONG A GRAVEL ROAD, ABOUT 125 YARDS
 RV0584'EAST OF THE CENTER LINE OF A DRIVE NORTH TO THE J. DEBUF RANCH HOUSE,
 RV0584'47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF A FENCE
 RV0584'CORNER, 1 1/2 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST,
 RV0584'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 RV0584'5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF
 RV0584'12 FEET.  THE UPPER PORTON OF THE ROD IS ENCASED IN A 6-INCH TILE
 RV0584'WHICH PROJECTS 5 INCHES.
 RV0584
 RV0584                          STATION RECOVERY (1981)
 RV0584
 RV0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RV0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0015 ***********************************************************************
 TH0015  DESIGNATION -  D 203
 TH0015  PID         -  TH0015
 TH0015  STATE/COUNTY-  MT/SHERIDAN
 TH0015  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0015
 TH0015                         *CURRENT SURVEY CONTROL
 TH0015  ___________________________________________________________________
 TH0015* NAD 83(1986)-  48 53 21.     (N)    104 13 16.     (W)     SCALED    
 TH0015* NAVD 88     -       688.308  (meters)    2258.22   (feet)  ADJUSTED  
 TH0015  ___________________________________________________________________
 TH0015  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 TH0015  DYNAMIC HT  -         688.427 (meters)    2258.61  (feet)  COMP
 TH0015  MODELED GRAV-     980,759.8   (mgal)                       NAVD 88
 TH0015
 TH0015  VERT ORDER  -  SECOND    CLASS 0
 TH0015
 TH0015.The horizontal coordinates were scaled from a topographic map and have
 TH0015.an estimated accuracy of +/- 6 seconds.
 TH0015
 TH0015.The orthometric height was determined by differential leveling
 TH0015.and adjusted by the National Geodetic Survey in June 1991..
 TH0015
 TH0015.The geoid height was determined by GEOID03.
 TH0015
 TH0015.The dynamic height is computed by dividing the NAVD 88
 TH0015.geopotential number by the normal gravity value computed on the
 TH0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0015.degrees latitude (g = 980.6199 gals.).
 TH0015
 TH0015.The modeled gravity was interpolated from observed gravity values.
 TH0015
 TH0015;                    North         East    Units  Estimated Accuracy
 TH0015;SPC MT       -   528,580.      986,800.      MT  (+/- 180 meters Scaled)
 TH0015
 TH0015                          SUPERSEDED SURVEY CONTROL
 TH0015
 TH0015  NGVD 29 (??/??/92)  687.772  (m)         2256.47   (f) ADJ UNCH    2 0
 TH0015
 TH0015.Superseded values are not recommended for survey control.
 TH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0015.See file dsdata.txt to determine how the superseded data were derived.
 TH0015
 TH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ570154(NAD 83)
 TH0015_MARKER: DB = BENCH MARK DISK
 TH0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0015_STAMPING: D-203 -- 1934
 TH0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0015+STABILITY: SURFACE MOTION
 TH0015
 TH0015  HISTORY     - Date     Condition        Report By
 TH0015  HISTORY     - 1934     MONUMENTED       CGS
 TH0015
 TH0015                          STATION DESCRIPTION
 TH0015
 TH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0015'1.4 MI E FROM COMERTOWN.
 TH0015'1.4 MILES EAST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE. MARIE
 TH0015'RAILWAY DEPOT AT COMERTOWN.  12 TELEGRAPH POLES EAST OF MILE POST 629.
 TH0015'65 FEET NORTHWEST OF CENTERLINE OF RAILWAY CROSSING.  53 FEET WEST OF
 TH0015'CENTERLINE OF ROAD CROSSING TRACK.  39.2 FEET NORTH OF NORTH RAIL OF
 TH0015'TRACK.  5.4 FEET SOUTH OF RAILWAY FENCE.  A STANDARD TABLET SET IN TOP
 TH0015'OF CONCRETE POST 5 INCHES HIGH.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 TH0015'SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0223 ***********************************************************************
 RT0223  DESIGNATION -  D 204
 RT0223  PID         -  RT0223
 RT0223  STATE/COUNTY-  MT/CUSTER
 RT0223  USGS QUAD   -  KNOWLTON (1969)
 RT0223
 RT0223                         *CURRENT SURVEY CONTROL
 RT0223  ___________________________________________________________________
 RT0223* NAD 83(1986)-  46 20 32.     (N)    105 04 40.     (W)     SCALED    
 RT0223* NAVD 88     -       961.960  (meters)    3156.03   (feet)  ADJUSTED  
 RT0223  ___________________________________________________________________
 RT0223  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RT0223  DYNAMIC HT  -         961.847 (meters)    3155.66  (feet)  COMP
 RT0223  MODELED GRAV-     980,464.3   (mgal)                       NAVD 88
 RT0223
 RT0223  VERT ORDER  -  SECOND    CLASS 0
 RT0223
 RT0223.The horizontal coordinates were scaled from a topographic map and have
 RT0223.an estimated accuracy of +/- 6 seconds.
 RT0223
 RT0223.The orthometric height was determined by differential leveling
 RT0223.and adjusted by the National Geodetic Survey in June 1991..
 RT0223
 RT0223.The geoid height was determined by GEOID03.
 RT0223
 RT0223.The dynamic height is computed by dividing the NAVD 88
 RT0223.geopotential number by the normal gravity value computed on the
 RT0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0223.degrees latitude (g = 980.6199 gals.).
 RT0223
 RT0223.The modeled gravity was interpolated from observed gravity values.
 RT0223
 RT0223;                    North         East    Units  Estimated Accuracy
 RT0223;SPC MT       -   242,100.      940,080.      MT  (+/- 180 meters Scaled)
 RT0223
 RT0223                          SUPERSEDED SURVEY CONTROL
 RT0223
 RT0223  NGVD 29 (??/??/92)  961.370  (m)         3154.09   (f) ADJ UNCH    2 0
 RT0223
 RT0223.Superseded values are not recommended for survey control.
 RT0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0223.See file dsdata.txt to determine how the superseded data were derived.
 RT0223
 RT0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM940320(NAD 83)
 RT0223_MARKER: DB = BENCH MARK DISK
 RT0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0223_STAMPING: D 204 1934
 RT0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0223+STABILITY: SURFACE MOTION
 RT0223
 RT0223  HISTORY     - Date     Condition        Report By
 RT0223  HISTORY     - 1934     MONUMENTED       CGS
 RT0223
 RT0223                          STATION DESCRIPTION
 RT0223
 RT0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0223'0.5 MI E FROM KNOWLTON.
 RT0223'0.5 MILE EAST ALONG THE COUNTY ROAD LEADING TO ISMAY FROM THE
 RT0223'SCHOOLHOUSE AT KNOWLTON, CUSTER COUNTY, AT THE TOP OF THE HILL RISING
 RT0223'FROM THE STORE AND FILLING STATION, AT A RIGHT-HAND TURN, AT THE
 RT0223'JUNCTION WITH A SECTION ROAD LEADING STRAIGHT EAST, 49 FEET NORTH OF
 RT0223'THE CENTERLINE OF THE ROAD LEADING TO ISMAY, AND 1.2 FEET SOUTH OF A
 RT0223'FENCE.  A STANDARD DISK, STAMPED D 204 1934 AND SET IN THE TOP OF A
 RT0223'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0094 ***********************************************************************
 QU0094  DESIGNATION -  D 205
 QU0094  PID         -  QU0094
 QU0094  STATE/COUNTY-  MT/CUSTER
 QU0094  USGS QUAD   -  MILLS CREEK EAST (1979)
 QU0094
 QU0094                         *CURRENT SURVEY CONTROL
 QU0094  ___________________________________________________________________
 QU0094* NAD 83(1986)-  45 55 40.     (N)    105 01 34.     (W)     SCALED    
 QU0094* NAVD 88     -       849.338  (meters)    2786.54   (feet)  ADJUSTED  
 QU0094  ___________________________________________________________________
 QU0094  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 QU0094  DYNAMIC HT  -         849.209 (meters)    2786.11  (feet)  COMP
 QU0094  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 QU0094
 QU0094  VERT ORDER  -  SECOND    CLASS 0
 QU0094
 QU0094.The horizontal coordinates were scaled from a topographic map and have
 QU0094.an estimated accuracy of +/- 6 seconds.
 QU0094
 QU0094.The orthometric height was determined by differential leveling
 QU0094.and adjusted by the National Geodetic Survey in June 1991..
 QU0094
 QU0094.The geoid height was determined by GEOID03.
 QU0094
 QU0094.The dynamic height is computed by dividing the NAVD 88
 QU0094.geopotential number by the normal gravity value computed on the
 QU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0094.degrees latitude (g = 980.6199 gals.).
 QU0094
 QU0094.The modeled gravity was interpolated from observed gravity values.
 QU0094
 QU0094;                    North         East    Units  Estimated Accuracy
 QU0094;SPC MT       -   196,360.      946,680.      MT  (+/- 180 meters Scaled)
 QU0094
 QU0094                          SUPERSEDED SURVEY CONTROL
 QU0094
 QU0094  NGVD 29 (??/??/92)  848.753  (m)         2784.62   (f) ADJ UNCH    2 0
 QU0094
 QU0094.Superseded values are not recommended for survey control.
 QU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0094.See file dsdata.txt to determine how the superseded data were derived.
 QU0094
 QU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL979860(NAD 83)
 QU0094_MARKER: DB = BENCH MARK DISK
 QU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0094_STAMPING: D 205 1934
 QU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0094+STABILITY: SURFACE MOTION
 QU0094
 QU0094  HISTORY     - Date     Condition        Report By
 QU0094  HISTORY     - 1934     MONUMENTED       CGS
 QU0094  HISTORY     - 1973     GOOD             USGS
 QU0094
 QU0094                          STATION DESCRIPTION
 QU0094
 QU0094'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0094'13.6 MI NW FROM POWDERVILLE.
 QU0094'13.6 MILES FROM POWER RIVER BRIDGE NEAR POWDERVILLE, POWER
 QU0094'RIVER COUNTY, 1.0 MILE WEST OF, THENCE 12.6 MILES NORTH ALONG
 QU0094'COUNTY ROAD TO MIZPAH, THENCE EAST ACROSS COUNTRY TO BM 49 FEET
 QU0094'EAST OF CENTERLINE OF OLD MIZPAH ROAD.  A STANDARD DISK, STAMPED
 QU0094'D 205 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QU0094'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0165 ***********************************************************************
 QU0165  DESIGNATION -  D 206
 QU0165  PID         -  QU0165
 QU0165  STATE/COUNTY-  MT/POWDER RIVER
 QU0165  USGS QUAD   -  MONDAY CREEK (1973)
 QU0165
 QU0165                         *CURRENT SURVEY CONTROL
 QU0165  ___________________________________________________________________
 QU0165* NAD 83(1986)-  45 26 26.     (N)    105 22 14.     (W)     SCALED    
 QU0165* NAVD 88     -       937.366  (meters)    3075.34   (feet)  ADJUSTED  
 QU0165  ___________________________________________________________________
 QU0165  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 QU0165  DYNAMIC HT  -         937.173 (meters)    3074.71  (feet)  COMP
 QU0165  MODELED GRAV-     980,378.0   (mgal)                       NAVD 88
 QU0165
 QU0165  VERT ORDER  -  FIRST     CLASS II
 QU0165
 QU0165.The horizontal coordinates were scaled from a topographic map and have
 QU0165.an estimated accuracy of +/- 6 seconds.
 QU0165
 QU0165.The orthometric height was determined by differential leveling
 QU0165.and adjusted by the National Geodetic Survey in June 1991..
 QU0165.WARNING-Repeat measurements at this control monument indicate possible
 QU0165.vertical movement.
 QU0165
 QU0165.The geoid height was determined by GEOID03.
 QU0165
 QU0165.The dynamic height is computed by dividing the NAVD 88
 QU0165.geopotential number by the normal gravity value computed on the
 QU0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0165.degrees latitude (g = 980.6199 gals.).
 QU0165
 QU0165.The modeled gravity was interpolated from observed gravity values.
 QU0165
 QU0165;                    North         East    Units  Estimated Accuracy
 QU0165;SPC MT       -   140,830.      922,860.      MT  (+/- 180 meters Scaled)
 QU0165
 QU0165                          SUPERSEDED SURVEY CONTROL
 QU0165
 QU0165  NGVD 29 (??/??/92)  936.768  (m)         3073.38   (f) ADJ UNCH    1 2
 QU0165
 QU0165.Superseded values are not recommended for survey control.
 QU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0165.See file dsdata.txt to determine how the superseded data were derived.
 QU0165
 QU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL710319(NAD 83)
 QU0165_MARKER: DB = BENCH MARK DISK
 QU0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0165_SP_SET: CONCRETE POST
 QU0165_STAMPING: D 206 1934
 QU0165_MARK LOGO: CGS   
 QU0165_PROJECTION: PROJECTING 15 CENTIMETERS
 QU0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0165+STABILITY: SURFACE MOTION
 QU0165
 QU0165  HISTORY     - Date     Condition        Report By
 QU0165  HISTORY     - 1934     MONUMENTED       CGS
 QU0165  HISTORY     - 1973     MARK NOT FOUND   USGS
 QU0165  HISTORY     - 1985     GOOD             NGS
 QU0165
 QU0165                          STATION DESCRIPTION
 QU0165
 QU0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0165'2.4 MI NE FROM BROADUS.
 QU0165'2.4 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO POWDERVILLE
 QU0165'FROM THE POST OFFICE AT BROADUS, POWDER RIVER COUNTY, AT THE TOP
 QU0165'OF A SMALL HILL LEADING UP OUT OF POWDER RIVER VALLEY, AT A CATTLE
 QU0165'GAP IN THE ROAD, 44 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 21
 QU0165'FEET WEST OF A WIRE FENCE CORNER, AND 1.5 FEET NORTH OF A FENCE.
 QU0165'A STANDARD DISK, STAMPED D 206 1934 AND SET IN THE TOP OF A
 QU0165'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 QU0165
 QU0165                          STATION RECOVERY (1973)
 QU0165
 QU0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QU0165'MARK NOT FOUND.
 QU0165
 QU0165                          STATION RECOVERY (1985)
 QU0165
 QU0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0165'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 2.3 KM (1.45 MI)
 QU0165'SOUTH ALONG STATE HIGHWAY 59 FROM THE COUNTY COURTHOUSE AT BROADUS,
 QU0165'THENCE 3.15 KM (1.95 MI) NORTHEAST ALONG POWDER RIVER ROAD, 0.1 KM
 QU0165'(0.05 MI) EAST OF A SMALL BRIDGE AND CATTLE GUARD, IN THE SOUTHWEST
 QU0165'CORNER OF THE Y JUNCTION OF A TRACK ROAD, 30.0 METERS (98.5 FT) SOUTH
 QU0165'OF THE CENTERLINE OF THE ROAD, 15.5 METERS (51.0 FT) SOUTHWEST OF THE
 QU0165'CENTER OF THE TRACK ROAD, AND 19.6 METERS (64.5 FT) NORTHWEST OF A
 QU0165'POWER POLE.
 QU0165'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 QU0165'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0023 ***********************************************************************
 RT0023  DESIGNATION -  D 208 RESET
 RT0023  PID         -  RT0023
 RT0023  STATE/COUNTY-  MT/WIBAUX
 RT0023  USGS QUAD   -  RED TOP BUTTE (1982)
 RT0023
 RT0023                         *CURRENT SURVEY CONTROL
 RT0023  ___________________________________________________________________
 RT0023* NAD 83(1986)-  46 45 33.     (N)    104 14 01.     (W)     SCALED    
 RT0023* NAVD 88     -       875.47   (meters)    2872.3    (feet)  RESET     
 RT0023  ___________________________________________________________________
 RT0023  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 RT0023
 RT0023  VERT ORDER  -  THIRD
 RT0023
 RT0023.The horizontal coordinates were scaled from a topographic map and have
 RT0023.an estimated accuracy of +/- 6 seconds.
 RT0023
 RT0023.The orthometric height was computed from unverified reset data.
 RT0023
 RT0023.The geoid height was determined by GEOID03.
 RT0023
 RT0023;                    North         East    Units  Estimated Accuracy
 RT0023;SPC MT       -   292,330.    1,001,790.      MT  (+/- 180 meters Scaled)
 RT0023
 RT0023                          SUPERSEDED SURVEY CONTROL
 RT0023
 RT0023.No superseded survey control is available for this station.
 RT0023
 RT0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM585786(NAD 83)
 RT0023_MARKER: DB = BENCH MARK DISK
 RT0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0023_STAMPING: D 208 1934 RESET 1941
 RT0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0023+STABILITY: SURFACE MOTION
 RT0023
 RT0023  HISTORY     - Date     Condition        Report By
 RT0023  HISTORY     - 1941     MONUMENTED       MTDH
 RT0023  HISTORY     - 1942     GOOD             MTDH
 RT0023
 RT0023                          STATION DESCRIPTION
 RT0023
 RT0023'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1942
 RT0023'17.9 MI S FROM WIBAUX.
 RT0023'17.9 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE NORTHERN PACIFIC
 RT0023'RAILWAY STATION AT WIBAUX, WIBAUX COUNTY, IN SEC. 25, T 12 N, R 59 E,
 RT0023'80 YARDS NORTH OF A SMALL WOODEN BRIDGE, AT HIGHWAY STATION 1449+98,
 RT0023'AND 62 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 RT0023'STAMPED D 208 1934 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0080 ***********************************************************************
 RT0080  DESIGNATION -  D 209
 RT0080  PID         -  RT0080
 RT0080  STATE/COUNTY-  MT/FALLON
 RT0080  USGS QUAD   -  WILLARD (1981)
 RT0080
 RT0080                         *CURRENT SURVEY CONTROL
 RT0080  ___________________________________________________________________
 RT0080* NAD 83(1986)-  46 12 56.     (N)    104 20 26.     (W)     SCALED    
 RT0080* NAVD 88     -      1012.322  (meters)    3321.26   (feet)  ADJUSTED  
 RT0080  ___________________________________________________________________
 RT0080  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 RT0080  DYNAMIC HT  -        1012.188 (meters)    3320.82  (feet)  COMP
 RT0080  MODELED GRAV-     980,446.9   (mgal)                       NAVD 88
 RT0080
 RT0080  VERT ORDER  -  SECOND    CLASS 0
 RT0080
 RT0080.The horizontal coordinates were scaled from a topographic map and have
 RT0080.an estimated accuracy of +/- 6 seconds.
 RT0080
 RT0080.The orthometric height was determined by differential leveling
 RT0080.and adjusted by the National Geodetic Survey in June 1991..
 RT0080
 RT0080.The geoid height was determined by GEOID03.
 RT0080
 RT0080.The dynamic height is computed by dividing the NAVD 88
 RT0080.geopotential number by the normal gravity value computed on the
 RT0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0080.degrees latitude (g = 980.6199 gals.).
 RT0080
 RT0080.The modeled gravity was interpolated from observed gravity values.
 RT0080
 RT0080;                    North         East    Units  Estimated Accuracy
 RT0080;SPC MT       -   231,530.      997,620.      MT  (+/- 180 meters Scaled)
 RT0080
 RT0080                          SUPERSEDED SURVEY CONTROL
 RT0080
 RT0080  NGVD 29 (??/??/92) 1011.718  (m)         3319.28   (f) ADJ UNCH    2 0
 RT0080
 RT0080.Superseded values are not recommended for survey control.
 RT0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0080.See file dsdata.txt to determine how the superseded data were derived.
 RT0080
 RT0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM508182(NAD 83)
 RT0080_MARKER: DB = BENCH MARK DISK
 RT0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0080_STAMPING: D 209 1934
 RT0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0080+STABILITY: SURFACE MOTION
 RT0080
 RT0080  HISTORY     - Date     Condition        Report By
 RT0080  HISTORY     - 1934     MONUMENTED       CGS
 RT0080  HISTORY     - 1954     GOOD             NGS
 RT0080  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0080
 RT0080                          STATION DESCRIPTION
 RT0080
 RT0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RT0080'12.7 MI S FROM BAKER.
 RT0080'12.7 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE AT
 RT0080'BAKER, FALLON COUNTY, 45 FEET SOUTHWEST OF THE CORNER OF AN
 RT0080'EAST-AND-WEST FENCE, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE
 RT0080'HIGHWAY, AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED D
 RT0080'209 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 RT0080'INCHES ABOVE GROUND.  NOTE-- THE HIGHWAY HAS BEEN MOVED SEVERAL MILES
 RT0080'EAST ON THE OLD HIGHWAY TO EKALAKA.
 RT0080
 RT0080                          STATION RECOVERY (1976)
 RT0080
 RT0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0080'NOTE-- STATE HWY 7 HAS BEEN RELOCATED. SITE OF MARK IS 1.1 MI E OF
 RT0080'WILLARD, THENCE 1.5 MI N, THENCE 0.2 MI E TO ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0307 ***********************************************************************
 TJ0307  DESIGNATION -  D 21
 TJ0307  PID         -  TJ0307
 TJ0307  STATE/COUNTY-  MT/PHILLIPS
 TJ0307  USGS QUAD   -  ROBINSON RANCH (1984)
 TJ0307
 TJ0307                         *CURRENT SURVEY CONTROL
 TJ0307  ___________________________________________________________________
 TJ0307* NAD 83(1986)-  48 28 12.     (N)    107 22 53.     (W)     SCALED    
 TJ0307* NAVD 88     -       673.678  (meters)    2210.23   (feet)  POSTED    
 TJ0307  ___________________________________________________________________
 TJ0307  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 TJ0307  DYNAMIC HT  -         673.780 (meters)    2210.56  (feet)  COMP
 TJ0307  MODELED GRAV-     980,738.4   (mgal)                       NAVD 88
 TJ0307
 TJ0307  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TJ0307
 TJ0307.The horizontal coordinates were scaled from a topographic map and have
 TJ0307.an estimated accuracy of +/- 6 seconds.
 TJ0307
 TJ0307.The orthometric height was determined by differential leveling
 TJ0307.and adjusted by the National Geodetic Survey in 1992..
 TJ0307.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TJ0307.rate of 4.1 thru 8.0 mm/km.
 TJ0307
 TJ0307.The geoid height was determined by GEOID03.
 TJ0307
 TJ0307.The dynamic height is computed by dividing the NAVD 88
 TJ0307.geopotential number by the normal gravity value computed on the
 TJ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0307.degrees latitude (g = 980.6199 gals.).
 TJ0307
 TJ0307.The modeled gravity was interpolated from observed gravity values.
 TJ0307
 TJ0307;                    North         East    Units  Estimated Accuracy
 TJ0307;SPC MT       -   471,060.      756,600.      MT  (+/- 180 meters Scaled)
 TJ0307
 TJ0307                          SUPERSEDED SURVEY CONTROL
 TJ0307
 TJ0307  NGVD 29 (??/??/92)  672.990  (m)         2207.97   (f) ADJ UNCH    1 2
 TJ0307
 TJ0307.Superseded values are not recommended for survey control.
 TJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0307.See file dsdata.txt to determine how the superseded data were derived.
 TJ0307
 TJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP239712(NAD 83)
 TJ0307_MARKER: DB = BENCH MARK DISK
 TJ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0307_STAMPING: 2208.034
 TJ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0307+STABILITY: SURFACE MOTION
 TJ0307
 TJ0307  HISTORY     - Date     Condition        Report By
 TJ0307  HISTORY     - UNK      MONUMENTED       CGS
 TJ0307  HISTORY     - 1948     GOOD             NGS
 TJ0307  HISTORY     - 1978     MARK NOT FOUND   USGS
 TJ0307  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0307
 TJ0307                          STATION DESCRIPTION
 TJ0307
 TJ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0307'1.8 MI W FROM SACO.
 TJ0307'1.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0307'SACO, PHILLIPS COUNTY, 37.5 FEET SOUTHEAST OF THE SIXTH POLE WEST OF
 TJ0307'MILEPOST 318, 51.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 25
 TJ0307'FEET SOUTH OF A FENCE, 0.9 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 TJ0307'AND 1 FOOT HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED 2208.034
 TJ0307'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 TJ0307'GROUND.
 TJ0307
 TJ0307                          STATION RECOVERY (1978)
 TJ0307
 TJ0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TJ0307'MARK NOT FOUND.
 TJ0307
 TJ0307                          STATION RECOVERY (1980)
 TJ0307
 TJ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0011 ***********************************************************************
 QU0011  DESIGNATION -  D 210
 QU0011  PID         -  QU0011
 QU0011  STATE/COUNTY-  MT/CARTER
 QU0011  USGS QUAD   -  BELLTOWER (1993)
 QU0011
 QU0011                         *CURRENT SURVEY CONTROL
 QU0011  ___________________________________________________________________
 QU0011* NAD 83(1986)-  45 41 20.     (N)    104 22 22.     (W)     SCALED    
 QU0011* NAVD 88     -       969.706  (meters)    3181.44   (feet)  ADJUSTED  
 QU0011  ___________________________________________________________________
 QU0011  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 QU0011  DYNAMIC HT  -         969.498 (meters)    3180.76  (feet)  COMP
 QU0011  MODELED GRAV-     980,368.7   (mgal)                       NAVD 88
 QU0011
 QU0011  VERT ORDER  -  SECOND    CLASS 0
 QU0011
 QU0011.The horizontal coordinates were scaled from a topographic map and have
 QU0011.an estimated accuracy of +/- 6 seconds.
 QU0011
 QU0011.The orthometric height was determined by differential leveling
 QU0011.and adjusted by the National Geodetic Survey in June 1991..
 QU0011
 QU0011.The geoid height was determined by GEOID03.
 QU0011
 QU0011.The dynamic height is computed by dividing the NAVD 88
 QU0011.geopotential number by the normal gravity value computed on the
 QU0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0011.degrees latitude (g = 980.6199 gals.).
 QU0011
 QU0011.The modeled gravity was interpolated from observed gravity values.
 QU0011
 QU0011;                    North         East    Units  Estimated Accuracy
 QU0011;SPC MT       -   172,980.      998,970.      MT  (+/- 180 meters Scaled)
 QU0011
 QU0011                          SUPERSEDED SURVEY CONTROL
 QU0011
 QU0011  NGVD 29 (??/??/92)  969.112  (m)         3179.49   (f) ADJ UNCH    2 0
 QU0011
 QU0011.Superseded values are not recommended for survey control.
 QU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0011.See file dsdata.txt to determine how the superseded data were derived.
 QU0011
 QU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL488596(NAD 83)
 QU0011_MARKER: DB = BENCH MARK DISK
 QU0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0011_STAMPING: D-210 1934
 QU0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0011+STABILITY: SURFACE MOTION
 QU0011
 QU0011  HISTORY     - Date     Condition        Report By
 QU0011  HISTORY     - 1934     MONUMENTED       CGS
 QU0011  HISTORY     - 1974     GOOD             USGS
 QU0011
 QU0011                          STATION DESCRIPTION
 QU0011
 QU0011'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QU0011'3.6 MI N FROM EKALAKA.
 QU0011'EKALAKA, 17.7 MI. SOUTH ALONG MONTANA SECONDARY HIGHWAY 323,
 QU0011'0.2 MI. NORTHWEST OF BELL TOWER HALL, ABOUT 0.2 MI. WEST OF THE
 QU0011'BRIDGE OVER BOXELDER CREEK, TO A GATE IN THE FENCE SOUTHWEST OF
 QU0011'THE HIGHWAY, GO THROUGH GATE ON TRACK ROAD TO OLD ROAD BED,
 QU0011'86 FEET WEST OF THIS OLD ROAD JCT., 255 FEET SOUTHWEST (NORMAL)
 QU0011'FROM THE CENTER LINE OF HIGHWAY.  A STANDARD DISK, STAMPED
 QU0011'D 210 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QU0011'ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0119 ***********************************************************************
 RY0119  DESIGNATION -  D 211
 RY0119  PID         -  RY0119
 RY0119  STATE/COUNTY-  MT/RAVALLI
 RY0119  USGS QUAD   -  HAMILTON SOUTH (1964)
 RY0119
 RY0119                         *CURRENT SURVEY CONTROL
 RY0119  ___________________________________________________________________
 RY0119* NAD 83(1986)-  46 12 01.     (N)    114 08 30.     (W)     SCALED    
 RY0119* NAVD 88     -      1121.464  (meters)    3679.34   (feet)  ADJUSTED  
 RY0119  ___________________________________________________________________
 RY0119  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 RY0119  DYNAMIC HT  -        1121.168 (meters)    3678.37  (feet)  COMP
 RY0119  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 RY0119
 RY0119  VERT ORDER  -  SECOND    CLASS 0
 RY0119
 RY0119.The horizontal coordinates were scaled from a topographic map and have
 RY0119.an estimated accuracy of +/- 6 seconds.
 RY0119
 RY0119.The orthometric height was determined by differential leveling
 RY0119.and adjusted by the National Geodetic Survey in June 1991..
 RY0119
 RY0119.The geoid height was determined by GEOID03.
 RY0119
 RY0119.The dynamic height is computed by dividing the NAVD 88
 RY0119.geopotential number by the normal gravity value computed on the
 RY0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0119.degrees latitude (g = 980.6199 gals.).
 RY0119
 RY0119.The modeled gravity was interpolated from observed gravity values.
 RY0119
 RY0119;                    North         East    Units  Estimated Accuracy
 RY0119;SPC MT       -   227,340.      242,130.      MT  (+/- 180 meters Scaled)
 RY0119
 RY0119                          SUPERSEDED SURVEY CONTROL
 RY0119
 RY0119  NGVD 29 (??/??/92) 1120.360  (m)         3675.71   (f) ADJ UNCH    2 0
 RY0119
 RY0119.Superseded values are not recommended for survey control.
 RY0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0119.See file dsdata.txt to determine how the superseded data were derived.
 RY0119
 RY0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM205202(NAD 83)
 RY0119_MARKER: DB = BENCH MARK DISK
 RY0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0119_SP_SET: BUILDING
 RY0119_STAMPING: D 211 1965
 RY0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0119
 RY0119  HISTORY     - Date     Condition        Report By
 RY0119  HISTORY     - 1965     MONUMENTED       CGS
 RY0119  HISTORY     - 1986     GOOD             USPSQD
 RY0119
 RY0119                          STATION DESCRIPTION
 RY0119
 RY0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0119'IN GRANTSDALE.
 RY0119'AT GRANTSDALE, RAVALLI COUNTY, AT THE PUBLIC SCHOOL, IN THE WEST WALL
 RY0119'OF THE SCHOOLHOUSE, 132 FEET EAST OF THE CENTERLINE OF THE MAIN
 RY0119'STREET, 36.3 FEET SOUTH OF THE MAIN ENTRANCE TO THE BUILDING, 1.4 FEET
 RY0119'NORTH OF THE SOUTHWEST CORNER, AND 4.5 FEET ABOVE THE GROUND.  A
 RY0119'STANDARD DISK, STAMPED B 74 1934 AND SET VERTICALLY.  NOTE-- AT
 RY0119'GRANTSDALE, AT THE GRANTSDALE SCHOOL, SET VERTICALLY IN THE SOUTH FACE
 RY0119'OF THE GYMNASIUM BUILDING, 0.3 FOOT EAST OF THE SOUTHWEST CORNER, AND
 RY0119'ABOUT 2.9 FEET ABOVE THE GROUND.
 RY0119
 RY0119                          STATION RECOVERY (1986)
 RY0119
 RY0119'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0285 ***********************************************************************
 QW0285  DESIGNATION -  D 215
 QW0285  PID         -  QW0285
 QW0285  STATE/COUNTY-  MT/CARBON
 QW0285  USGS QUAD   -  HOLLENBECK DRAW (1969)
 QW0285
 QW0285                         *CURRENT SURVEY CONTROL
 QW0285  ___________________________________________________________________
 QW0285* NAD 83(1986)-  45 06 05.     (N)    109 01 45.     (W)     SCALED    
 QW0285* NAVD 88     -      1186.278  (meters)    3891.98   (feet)  ADJUSTED  
 QW0285  ___________________________________________________________________
 QW0285  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 QW0285  DYNAMIC HT  -        1185.829 (meters)    3890.51  (feet)  COMP
 QW0285  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 QW0285
 QW0285  VERT ORDER  -  SECOND    CLASS 0
 QW0285
 QW0285.The horizontal coordinates were scaled from a topographic map and have
 QW0285.an estimated accuracy of +/- 6 seconds.
 QW0285
 QW0285.The orthometric height was determined by differential leveling
 QW0285.and adjusted by the National Geodetic Survey in June 1991..
 QW0285
 QW0285.The geoid height was determined by GEOID03.
 QW0285
 QW0285.The dynamic height is computed by dividing the NAVD 88
 QW0285.geopotential number by the normal gravity value computed on the
 QW0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0285.degrees latitude (g = 980.6199 gals.).
 QW0285
 QW0285.The modeled gravity was interpolated from observed gravity values.
 QW0285
 QW0285;                    North         East    Units  Estimated Accuracy
 QW0285;SPC MT       -    94,740.      637,060.      MT  (+/- 180 meters Scaled)
 QW0285
 QW0285                          SUPERSEDED SURVEY CONTROL
 QW0285
 QW0285  NGVD 29 (??/??/92) 1185.287  (m)         3888.73   (f) ADJ UNCH    2 0
 QW0285
 QW0285.Superseded values are not recommended for survey control.
 QW0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0285.See file dsdata.txt to determine how the superseded data were derived.
 QW0285
 QW0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ550961(NAD 83)
 QW0285_MARKER: DB = BENCH MARK DISK
 QW0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0285_STAMPING: D 215 1934
 QW0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0285+STABILITY: SURFACE MOTION
 QW0285
 QW0285  HISTORY     - Date     Condition        Report By
 QW0285  HISTORY     - 1934     MONUMENTED       CGS
 QW0285  HISTORY     - 1969     MARK NOT FOUND   USGS
 QW0285
 QW0285                          STATION DESCRIPTION
 QW0285
 QW0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0285'16.2 MI SE FROM RED LODGE.
 QW0285'16.2 MILES SOUTHEAST ALONG THE ROAD LEADING TO CODY, WYOMING, FROM THE
 QW0285'POST OFFICE AT RED LODGE, CARBON COUNTY, 7.7 MILES NORTHWEST OF THE
 QW0285'WYOMING-MONTANA STATE LINE, IN AN OPEN FIELD, 50.8 FEET WEST OF THE
 QW0285'CENTERLINE OF THE ROAD, AND 19.7 FEET WEST OF A NORTH-AND-SOUTH FENCE.
 QW0285'A STANDARD DISK, STAMPED D 215 1934 AND SET IN THE TOP OF A CONCRETE
 QW0285'POST.
 QW0285
 QW0285                          STATION RECOVERY (1969)
 QW0285
 QW0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QW0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0309 ***********************************************************************
 QW0309  DESIGNATION -  D 216
 QW0309  PID         -  QW0309
 QW0309  STATE/COUNTY-  MT/CARBON
 QW0309  USGS QUAD   -  ROSCOE NW (1956)
 QW0309
 QW0309                         *CURRENT SURVEY CONTROL
 QW0309  ___________________________________________________________________
 QW0309* NAD 83(1986)-  45 24 37.     (N)    109 23 27.     (W)     SCALED    
 QW0309* NAVD 88     -      1487.011  (meters)    4878.64   (feet)  POSTED    
 QW0309  ___________________________________________________________________
 QW0309  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 QW0309  DYNAMIC HT  -        1486.520 (meters)    4877.02  (feet)  COMP
 QW0309  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 QW0309
 QW0309  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0309
 QW0309.The horizontal coordinates were scaled from a topographic map and have
 QW0309.an estimated accuracy of +/- 6 seconds.
 QW0309
 QW0309.The orthometric height was determined by differential leveling
 QW0309.and adjusted by the National Geodetic Survey in 1992..
 QW0309.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0309.rate of 1.1 thru 2.0 mm/km.
 QW0309
 QW0309.The geoid height was determined by GEOID03.
 QW0309
 QW0309.The dynamic height is computed by dividing the NAVD 88
 QW0309.geopotential number by the normal gravity value computed on the
 QW0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0309.degrees latitude (g = 980.6199 gals.).
 QW0309
 QW0309.The modeled gravity was interpolated from observed gravity values.
 QW0309
 QW0309;                    North         East    Units  Estimated Accuracy
 QW0309;SPC MT       -   128,960.      608,540.      MT  (+/- 180 meters Scaled)
 QW0309
 QW0309                          SUPERSEDED SURVEY CONTROL
 QW0309
 QW0309  NGVD 29 (??/??/92) 1486.101  (m)         4875.65   (f) ADJ UNCH    2 0
 QW0309
 QW0309.Superseded values are not recommended for survey control.
 QW0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0309.See file dsdata.txt to determine how the superseded data were derived.
 QW0309
 QW0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR259297(NAD 83)
 QW0309_MARKER: DB = BENCH MARK DISK
 QW0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0309_STAMPING: D 216 1934
 QW0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0309+STABILITY: SURFACE MOTION
 QW0309
 QW0309  HISTORY     - Date     Condition        Report By
 QW0309  HISTORY     - 1934     MONUMENTED       CGS
 QW0309  HISTORY     - 1954     GOOD             NGS
 QW0309
 QW0309                          STATION DESCRIPTION
 QW0309
 QW0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QW0309'21.9 MI S FROM RED LODGE.
 QW0309'IN CARBON COUNTY, 20.9 MILES NORTHWEST ALONG THE ROAD LEADING TO
 QW0309'COLUMBUS FROM THE POST OFFICE AT RED LODGE, CARBON COUNTY, 23.8 MILES
 QW0309'SOUTH OF COLUMBUS, STILLWATER COUNTY, 10.2 MILES SOUTHEAST OF
 QW0309'ABSAROKEE, STILLWATER COUNTY, 44.3 FEET NORTHWEST OF THE CENTERLINE OF
 QW0309'THE ROAD, 19.8 FEET NORTHWEST OF A NORTHEAST-AND-SOUTHWEST FENCE, AND
 QW0309'3-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED D 216 1934
 QW0309'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0280 ***********************************************************************
 QW0280  DESIGNATION -  D 217
 QW0280  PID         -  QW0280
 QW0280  STATE/COUNTY-  MT/CARBON
 QW0280  USGS QUAD   -  BELFRY (1969)
 QW0280
 QW0280                         *CURRENT SURVEY CONTROL
 QW0280  ___________________________________________________________________
 QW0280* NAD 83(1986)-  45 09 18.     (N)    109 04 33.     (W)     SCALED    
 QW0280* NAVD 88     -      1256.864  (meters)    4123.56   (feet)  ADJUSTED  
 QW0280  ___________________________________________________________________
 QW0280  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 QW0280  DYNAMIC HT  -        1256.395 (meters)    4122.02  (feet)  COMP
 QW0280  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 QW0280
 QW0280  VERT ORDER  -  SECOND    CLASS 0
 QW0280
 QW0280.The horizontal coordinates were scaled from a topographic map and have
 QW0280.an estimated accuracy of +/- 6 seconds.
 QW0280
 QW0280.The orthometric height was determined by differential leveling
 QW0280.and adjusted by the National Geodetic Survey in June 1991..
 QW0280
 QW0280.The geoid height was determined by GEOID03.
 QW0280
 QW0280.The dynamic height is computed by dividing the NAVD 88
 QW0280.geopotential number by the normal gravity value computed on the
 QW0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0280.degrees latitude (g = 980.6199 gals.).
 QW0280
 QW0280.The modeled gravity was interpolated from observed gravity values.
 QW0280
 QW0280;                    North         East    Units  Estimated Accuracy
 QW0280;SPC MT       -   100,680.      633,350.      MT  (+/- 180 meters Scaled)
 QW0280
 QW0280                          SUPERSEDED SURVEY CONTROL
 QW0280
 QW0280  NGVD 29 (??/??/92) 1255.876  (m)         4120.32   (f) ADJ UNCH    2 0
 QW0280
 QW0280.Superseded values are not recommended for survey control.
 QW0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0280.See file dsdata.txt to determine how the superseded data were derived.
 QW0280
 QW0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR512019(NAD 83)
 QW0280_MARKER: DB = BENCH MARK DISK
 QW0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0280_STAMPING: D 217 1934
 QW0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0280+STABILITY: SURFACE MOTION
 QW0280
 QW0280  HISTORY     - Date     Condition        Report By
 QW0280  HISTORY     - 1934     MONUMENTED       CGS
 QW0280
 QW0280                          STATION DESCRIPTION
 QW0280
 QW0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0280'4.2 MI E FROM BEARCREEK.
 QW0280'ABOUT 4.2 MILES EAST ALONG THE MONTANA, WYOMING AND SOUTHERN RAILROAD
 QW0280'FROM BEARCREEK, CARBON COUNTY, ABOUT 3.6 MILES WEST OF BELFRY, 20 FEET
 QW0280'NORTH OF THE NEAR RAIL, 5 FEET EAST OF A POLE, AND 2 FEET SOUTH OF THE
 QW0280'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 217 1934 AND SET IN
 QW0280'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0151 ***********************************************************************
 QU0151  DESIGNATION -  D 218
 QU0151  PID         -  QU0151
 QU0151  STATE/COUNTY-  MT/POWDER RIVER
 QU0151  USGS QUAD   -  BELLE CREEK SOUTH (1970)
 QU0151
 QU0151                         *CURRENT SURVEY CONTROL
 QU0151  ___________________________________________________________________
 QU0151* NAD 83(1986)-  45 03 07.     (N)    105 04 55.     (W)     SCALED    
 QU0151* NAVD 88     -      1281.746  (meters)    4205.19   (feet)  ADJUSTED  
 QU0151  ___________________________________________________________________
 QU0151  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 QU0151  DYNAMIC HT  -        1281.367 (meters)    4203.95  (feet)  COMP
 QU0151  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 QU0151
 QU0151  VERT ORDER  -  SECOND    CLASS 0
 QU0151
 QU0151.The horizontal coordinates were scaled from a topographic map and have
 QU0151.an estimated accuracy of +/- 6 seconds.
 QU0151
 QU0151.The orthometric height was determined by differential leveling
 QU0151.and adjusted by the National Geodetic Survey in June 1991..
 QU0151
 QU0151.The geoid height was determined by GEOID03.
 QU0151
 QU0151.The dynamic height is computed by dividing the NAVD 88
 QU0151.geopotential number by the normal gravity value computed on the
 QU0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0151.degrees latitude (g = 980.6199 gals.).
 QU0151
 QU0151.The modeled gravity was interpolated from observed gravity values.
 QU0151
 QU0151;                    North         East    Units  Estimated Accuracy
 QU0151;SPC MT       -    98,950.      947,840.      MT  (+/- 180 meters Scaled)
 QU0151
 QU0151                          SUPERSEDED SURVEY CONTROL
 QU0151
 QU0151  NGVD 29 (??/??/92) 1281.086  (m)         4203.03   (f) ADJ UNCH    2 0
 QU0151
 QU0151.Superseded values are not recommended for survey control.
 QU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0151.See file dsdata.txt to determine how the superseded data were derived.
 QU0151
 QU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK935887(NAD 83)
 QU0151_MARKER: DB = BENCH MARK DISK
 QU0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0151_STAMPING: D 218 1934
 QU0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0151+STABILITY: SURFACE MOTION
 QU0151
 QU0151  HISTORY     - Date     Condition        Report By
 QU0151  HISTORY     - 1934     MONUMENTED       CGS
 QU0151  HISTORY     - 1970     GOOD             USGS
 QU0151
 QU0151                          STATION DESCRIPTION
 QU0151
 QU0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0151'3.4 MI W FROM RIDGE.
 QU0151'IN POWDER RIVER COUNTY, 3.4 MILES WEST ALONG THE ROAD LEADING
 QU0151'TO BIDDLE FROM RIDGE, CARTER COUNTY, AT THE TOP OF A HILL, AT THE
 QU0151'JUNCTION OF A ROAD LEADING EAST, 32 FEET EAST OF THE CENTERLINE
 QU0151'OF THE MAIN ROAD, AND 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 QU0151'SIDE ROAD.  A STANDARD DISK, STAMPED D 218 1934 AND SET IN THE
 QU0151'TOP OF A CONCRETE POST.
 QU0151
 QU0151                          STATION RECOVERY (1970)
 QU0151
 QU0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QU0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0123 ***********************************************************************
 QV0123  DESIGNATION -  D 219
 QV0123  PID         -  QV0123
 QV0123  STATE/COUNTY-  MT/ROSEBUD
 QV0123  USGS QUAD   -  COLSTRIP SE (1971)
 QV0123
 QV0123                         *CURRENT SURVEY CONTROL
 QV0123  ___________________________________________________________________
 QV0123* NAD 83(1986)-  45 45 51.     (N)    106 34 41.     (W)     SCALED    
 QV0123* NAVD 88     -       924.409  (meters)    3032.83   (feet)  ADJUSTED  
 QV0123  ___________________________________________________________________
 QV0123  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 QV0123  DYNAMIC HT  -         924.228 (meters)    3032.24  (feet)  COMP
 QV0123  MODELED GRAV-     980,389.2   (mgal)                       NAVD 88
 QV0123
 QV0123  VERT ORDER  -  SECOND    CLASS 0
 QV0123
 QV0123.The horizontal coordinates were scaled from a topographic map and have
 QV0123.an estimated accuracy of +/- 6 seconds.
 QV0123
 QV0123.The orthometric height was determined by differential leveling
 QV0123.and adjusted by the National Geodetic Survey in June 1991..
 QV0123
 QV0123.The geoid height was determined by GEOID03.
 QV0123
 QV0123.The dynamic height is computed by dividing the NAVD 88
 QV0123.geopotential number by the normal gravity value computed on the
 QV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0123.degrees latitude (g = 980.6199 gals.).
 QV0123
 QV0123.The modeled gravity was interpolated from observed gravity values.
 QV0123
 QV0123;                    North         East    Units  Estimated Accuracy
 QV0123;SPC MT       -   172,510.      827,170.      MT  (+/- 180 meters Scaled)
 QV0123
 QV0123                          SUPERSEDED SURVEY CONTROL
 QV0123
 QV0123  NGVD 29 (??/??/92)  923.70   (m)         3030.5    (f) COMPUTED    2 0
 QV0123
 QV0123.Superseded values are not recommended for survey control.
 QV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0123.See file dsdata.txt to determine how the superseded data were derived.
 QV0123
 QV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL772690(NAD 83)
 QV0123_MARKER: DB = BENCH MARK DISK
 QV0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0123_STAMPING: D-219-1934
 QV0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0123+STABILITY: SURFACE MOTION
 QV0123
 QV0123  HISTORY     - Date     Condition        Report By
 QV0123  HISTORY     - 1934     MONUMENTED       CGS
 QV0123  HISTORY     - 1937     GOOD             NGS
 QV0123
 QV0123                          STATION DESCRIPTION
 QV0123
 QV0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0123'12.9 MI N FROM LAME DEER.
 QV0123'12.9 MILES NORTH OF U.S.D.I. BLDG. BY ROAD ALONG COUNTY ROAD BETWEEN,
 QV0123'LAME DEER AND COLSTRIP, MONTANA, 9.8 MILES NORTH OF HIGHWAY JUNCTION,
 QV0123'2.7 MILES NORTH OF SCHOOL HOUSE, 97.0 FEET EAST OF FENCE RUNNING NORTH
 QV0123'AND SOUTH, 47.1 FEET WEST OF CENTERLINE OF HIGHWAY, 2.0 FEET BELOW
 QV0123'ROAD SURFACE.
 QV0123
 QV0123                          STATION RECOVERY (1937)
 QV0123
 QV0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 QV0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0124 ***********************************************************************
 QV0124  DESIGNATION -  D 219 RESET
 QV0124  PID         -  QV0124
 QV0124  STATE/COUNTY-  MT/ROSEBUD
 QV0124  USGS QUAD   -  COLSTRIP SE (1971)
 QV0124
 QV0124                         *CURRENT SURVEY CONTROL
 QV0124  ___________________________________________________________________
 QV0124* NAD 83(1986)-  45 45 51.     (N)    106 34 42.     (W)     SCALED    
 QV0124* NAVD 88     -       923.81   (meters)    3030.9    (feet)  RESET     
 QV0124  ___________________________________________________________________
 QV0124  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 QV0124
 QV0124  VERT ORDER  -  THIRD
 QV0124
 QV0124.The horizontal coordinates were scaled from a topographic map and have
 QV0124.an estimated accuracy of +/- 6 seconds.
 QV0124
 QV0124.The orthometric height was computed from unverified reset data.
 QV0124
 QV0124.The geoid height was determined by GEOID03.
 QV0124
 QV0124;                    North         East    Units  Estimated Accuracy
 QV0124;SPC MT       -   172,510.      827,140.      MT  (+/- 180 meters Scaled)
 QV0124
 QV0124                          SUPERSEDED SURVEY CONTROL
 QV0124
 QV0124.No superseded survey control is available for this station.
 QV0124
 QV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL772690(NAD 83)
 QV0124_MARKER: DB = BENCH MARK DISK
 QV0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0124_STAMPING: D 219 RESET 1956
 QV0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0124+STABILITY: SURFACE MOTION
 QV0124
 QV0124  HISTORY     - Date     Condition        Report By
 QV0124  HISTORY     - 1956     MONUMENTED       MTDH
 QV0124
 QV0124                          STATION DESCRIPTION
 QV0124
 QV0124'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1956
 QV0124'12.9 MI N FROM LAME DEER.
 QV0124'12.9 MILES NORTH ALONG STATE HIGHWAY 45 FROM LAME DEER, ROSEBUD
 QV0124'COUNTY, 9.8 MILES NORTH OF THE JUNCTION OF THE ROAD LEADING TO BUSBY,
 QV0124'115 FEET NORTH OF A POWER LINE POLE, UNDER THE RIGHT-OF-WAY FENCE, AND
 QV0124'50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 QV0124'STAMPED D 219 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0002 ***********************************************************************
 TK0002  DESIGNATION -  D 22
 TK0002  PID         -  TK0002
 TK0002  STATE/COUNTY-  MT/PHILLIPS
 TK0002  USGS QUAD   -  WAGNER (1965)
 TK0002
 TK0002                         *CURRENT SURVEY CONTROL
 TK0002  ___________________________________________________________________
 TK0002* NAD 83(1986)-  48 22 00.     (N)    108 02 13.     (W)     SCALED    
 TK0002* NAVD 88     -       691.438  (meters)    2268.49   (feet)  ADJUSTED  
 TK0002  ___________________________________________________________________
 TK0002  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 TK0002  DYNAMIC HT  -         691.510 (meters)    2268.73  (feet)  COMP
 TK0002  MODELED GRAV-     980,692.7   (mgal)                       NAVD 88
 TK0002
 TK0002  VERT ORDER  -  FIRST     CLASS II
 TK0002
 TK0002.The horizontal coordinates were scaled from a topographic map and have
 TK0002.an estimated accuracy of +/- 6 seconds.
 TK0002
 TK0002.The orthometric height was determined by differential leveling
 TK0002.and adjusted by the National Geodetic Survey in June 1991..
 TK0002
 TK0002.The geoid height was determined by GEOID03.
 TK0002
 TK0002.The dynamic height is computed by dividing the NAVD 88
 TK0002.geopotential number by the normal gravity value computed on the
 TK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0002.degrees latitude (g = 980.6199 gals.).
 TK0002
 TK0002.The modeled gravity was interpolated from observed gravity values.
 TK0002
 TK0002;                    North         East    Units  Estimated Accuracy
 TK0002;SPC MT       -   458,460.      708,360.      MT  (+/- 180 meters Scaled)
 TK0002
 TK0002                          SUPERSEDED SURVEY CONTROL
 TK0002
 TK0002  NGVD 29 (??/??/92)  690.711  (m)         2266.11   (f) ADJ UNCH    1 2
 TK0002
 TK0002.Superseded values are not recommended for survey control.
 TK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0002.See file dsdata.txt to determine how the superseded data were derived.
 TK0002
 TK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU194612(NAD 83)
 TK0002_MARKER: DD = SURVEY DISK
 TK0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0002_SP_SET: CULVERT
 TK0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0002
 TK0002  HISTORY     - Date     Condition        Report By
 TK0002  HISTORY     - UNK      MONUMENTED       BOR
 TK0002  HISTORY     - 1934     GOOD             NGS
 TK0002  HISTORY     - 1979     GOOD             NGS
 TK0002
 TK0002                          STATION DESCRIPTION
 TK0002
 TK0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TK0002'3 MI W FROM EXETER.
 TK0002'3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION SIGN AT
 TK0002'EXETER, PHILLIPS COUNTY, 0.1 MILE EAST OF MILEPOST 351, AT CULVERT
 TK0002'482/10 AND IN THE CENTER OF THE SIDE.  A UNITED STATES BUREAU OF
 TK0002'RECLAMATION STANDARD DISK.
 TK0002
 TK0002                          STATION RECOVERY (1979)
 TK0002
 TK0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0002'3.0 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S. HIGHWAY
 TK0002'191 IN MALTA, THENCE 1.2 MILES WEST ALONG A GRAVELED ROAD (OLD U.S.
 TK0002'HIGHWAY 2), AND THENCE 3.4 MILES WEST ALONG A DIRT ROAD PARALLELING
 TK0002'THE GREAT NORTHERN RAILROAD TRACK, SET IN THE TOP OF THE CENTER OF
 TK0002'THE SOUTH CANAL CHECK OF THE DODSON NORTH CANAL WHERE IT CROSSES
 TK0002'UNDER THE RAILROAD TRACK, 18 FEET SOUTH OF THE SOUTH RAIL.  THIS
 TK0002'MARK CAN ALSO BE REACHED BY GOING EAST FOR 1.9 MILES ALONG THE DIRT
 TK0002'ROAD PARALLELING THE RAILROAD TRACK FROM THE MAIN ROAD CROSSING IN
 TK0002'WAGNER.
 TK0002'THE MARK IS 5 FT BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0092 ***********************************************************************
 QV0092  DESIGNATION -  D 220
 QV0092  PID         -  QV0092
 QV0092  STATE/COUNTY-  MT/BIG HORN
 QV0092  USGS QUAD   -  BUSBY (1978)
 QV0092
 QV0092                         *CURRENT SURVEY CONTROL
 QV0092  ___________________________________________________________________
 QV0092* NAD 83(1986)-  45 32 23.     (N)    106 56 41.     (W)     SCALED    
 QV0092* NAVD 88     -      1043.390  (meters)    3423.19   (feet)  ADJUSTED  
 QV0092  ___________________________________________________________________
 QV0092  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 QV0092  DYNAMIC HT  -        1043.140 (meters)    3422.37  (feet)  COMP
 QV0092  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 QV0092
 QV0092  VERT ORDER  -  SECOND    CLASS 0
 QV0092
 QV0092.The horizontal coordinates were scaled from a topographic map and have
 QV0092.an estimated accuracy of +/- 6 seconds.
 QV0092
 QV0092.The orthometric height was determined by differential leveling
 QV0092.and adjusted by the National Geodetic Survey in June 1991..
 QV0092
 QV0092.The geoid height was determined by GEOID03.
 QV0092
 QV0092.The dynamic height is computed by dividing the NAVD 88
 QV0092.geopotential number by the normal gravity value computed on the
 QV0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0092.degrees latitude (g = 980.6199 gals.).
 QV0092
 QV0092.The modeled gravity was interpolated from observed gravity values.
 QV0092
 QV0092;                    North         East    Units  Estimated Accuracy
 QV0092;SPC MT       -   146,590.      799,480.      MT  (+/- 180 meters Scaled)
 QV0092
 QV0092                          SUPERSEDED SURVEY CONTROL
 QV0092
 QV0092  NGVD 29 (??/??/92) 1042.660  (m)         3420.79   (f) ADJ UNCH    2 0
 QV0092
 QV0092.Superseded values are not recommended for survey control.
 QV0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0092.See file dsdata.txt to determine how the superseded data were derived.
 QV0092
 QV0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL481447(NAD 83)
 QV0092_MARKER: DB = BENCH MARK DISK
 QV0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0092_STAMPING: D 220 1934
 QV0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0092+STABILITY: SURFACE MOTION
 QV0092
 QV0092  HISTORY     - Date     Condition        Report By
 QV0092  HISTORY     - 1934     MONUMENTED       CGS
 QV0092  HISTORY     - 1960     GOOD             DI
 QV0092
 QV0092                          STATION DESCRIPTION
 QV0092
 QV0092'DESCRIBED BY US DEPARTMENT OF INTERIOR 1960
 QV0092'1.3 MI E FROM BUSBY.
 QV0092'1.3 MILES EAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT BUSBY,
 QV0092'BIG HORN COUNTY, 68.4 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QV0092'31.5 FEET SOUTH OF A ROW OF POLES, AND ABOUT 1 FOOT HIGHER THAN THE
 QV0092'HIGHWAY.  A STANDARD DISK, STAMPED D 220 1934 AND SET IN THE TOP OF A
 QV0092'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0032 ***********************************************************************
 QU0032  DESIGNATION -  D 221
 QU0032  PID         -  QU0032
 QU0032  STATE/COUNTY-  MT/CARTER
 QU0032  USGS QUAD   -  ALZADA (1980)
 QU0032
 QU0032                         *CURRENT SURVEY CONTROL
 QU0032  ___________________________________________________________________
 QU0032* NAD 83(1986)-  45 01 27.     (N)    104 25 00.     (W)     SCALED    
 QU0032* NAVD 88     -      1046.807  (meters)    3434.40   (feet)  ADJUSTED  
 QU0032  ___________________________________________________________________
 QU0032  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QU0032  DYNAMIC HT  -        1046.537 (meters)    3433.51  (feet)  COMP
 QU0032  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 QU0032
 QU0032  VERT ORDER  -  FIRST     CLASS II
 QU0032
 QU0032.The horizontal coordinates were scaled from a topographic map and have
 QU0032.an estimated accuracy of +/- 6 seconds.
 QU0032
 QU0032.The orthometric height was determined by differential leveling
 QU0032.and adjusted by the National Geodetic Survey in July 1998..
 QU0032
 QU0032.The geoid height was determined by GEOID03.
 QU0032
 QU0032.The dynamic height is computed by dividing the NAVD 88
 QU0032.geopotential number by the normal gravity value computed on the
 QU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0032.degrees latitude (g = 980.6199 gals.).
 QU0032
 QU0032.The modeled gravity was interpolated from observed gravity values.
 QU0032
 QU0032;                    North         East    Units  Estimated Accuracy
 QU0032;SPC MT       -    99,050.    1,000,350.      MT  (+/- 180 meters Scaled)
 QU0032
 QU0032                          SUPERSEDED SURVEY CONTROL
 QU0032
 QU0032  NAVD 88 (06/15/91) 1046.895  (m)         3434.69   (f) UNKNOWN     1 2
 QU0032  NGVD 29 (??/??/92) 1046.336  (m)         3432.85   (f) ADJ UNCH    1 2
 QU0032
 QU0032.Superseded values are not recommended for survey control.
 QU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0032.See file dsdata.txt to determine how the superseded data were derived.
 QU0032
 QU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK459858(NAD 83)
 QU0032_MARKER: DB = BENCH MARK DISK
 QU0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0032_STAMPING: D 221 1934
 QU0032_MARK LOGO: CGS   
 QU0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0032+STABILITY: SURFACE MOTION
 QU0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QU0032+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 QU0032
 QU0032  HISTORY     - Date     Condition        Report By
 QU0032  HISTORY     - 1934     MONUMENTED       CGS
 QU0032  HISTORY     - 1953     GOOD             NGS
 QU0032  HISTORY     - 19950930 GOOD             NGS
 QU0032
 QU0032                          STATION DESCRIPTION
 QU0032
 QU0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0032'AT ALZADA.
 QU0032'AT ALZADA, CARTER COUNTY, AT THE COMMUNITY HALL, 1.5 FEET
 QU0032'SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AND 1 FOOT
 QU0032'WEST OF THE WEST FACE.  A STANDARD DISK, STAMPED D 221 1934
 QU0032'AND SET IN THE TOP OF A CONCRETE POST.
 QU0032
 QU0032                          STATION RECOVERY (1995)
 QU0032
 QU0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 QU0032'0.6 KM (0.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 QU0032'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, THENCE 0.4 KM (0.25 MI)
 QU0032'SOUTHERLY ALONG A GRAVELED ROAD, 10.6 M (34.8 FT) EAST OF AND LEVEL
 QU0032'WITH THE ROAD CENTER, 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHWEST CORNER
 QU0032'OF THE ALZADA COMMUNITY CLUB, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 QU0032'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0077 ***********************************************************************
 QV0077  DESIGNATION -  D 222
 QV0077  PID         -  QV0077
 QV0077  STATE/COUNTY-  MT/ROSEBUD
 QV0077  USGS QUAD   -  TONGUE RIVER DAM (1976)
 QV0077
 QV0077                         *CURRENT SURVEY CONTROL
 QV0077  ___________________________________________________________________
 QV0077* NAD 83(1986)-  45 12 53.     (N)    106 48 17.     (W)     SCALED    
 QV0077* NAVD 88     -      1170.671  (meters)    3840.78   (feet)  ADJUSTED  
 QV0077  ___________________________________________________________________
 QV0077  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 QV0077  DYNAMIC HT  -        1170.311 (meters)    3839.60  (feet)  COMP
 QV0077  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 QV0077
 QV0077  VERT ORDER  -  SECOND    CLASS 0
 QV0077
 QV0077.The horizontal coordinates were scaled from a topographic map and have
 QV0077.an estimated accuracy of +/- 6 seconds.
 QV0077
 QV0077.The orthometric height was determined by differential leveling
 QV0077.and adjusted by the National Geodetic Survey in June 1991..
 QV0077
 QV0077.The geoid height was determined by GEOID03.
 QV0077
 QV0077.The dynamic height is computed by dividing the NAVD 88
 QV0077.geopotential number by the normal gravity value computed on the
 QV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0077.degrees latitude (g = 980.6199 gals.).
 QV0077
 QV0077.The modeled gravity was interpolated from observed gravity values.
 QV0077
 QV0077;                    North         East    Units  Estimated Accuracy
 QV0077;SPC MT       -   110,870.      811,650.      MT  (+/- 180 meters Scaled)
 QV0077
 QV0077                          SUPERSEDED SURVEY CONTROL
 QV0077
 QV0077  NGVD 29 (??/??/92) 1169.961  (m)         3838.45   (f) ADJ UNCH    2 0
 QV0077
 QV0077.Superseded values are not recommended for survey control.
 QV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0077.See file dsdata.txt to determine how the superseded data were derived.
 QV0077
 QV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL582083(NAD 83)
 QV0077_MARKER: DB = BENCH MARK DISK
 QV0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0077_STAMPING: D 222 1934
 QV0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0077+STABILITY: SURFACE MOTION
 QV0077
 QV0077  HISTORY     - Date     Condition        Report By
 QV0077  HISTORY     - 1934     MONUMENTED       CGS
 QV0077  HISTORY     - 1967     GOOD             USGS
 QV0077
 QV0077                          STATION DESCRIPTION
 QV0077
 QV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0077'19.4 MI NE FROM DECKER.
 QV0077'IN ROSEBUD COUNTY, 19.4 MILES NORTHEAST ALONG THE ROAD LEADING TO
 QV0077'BIRNEY FROM THE POST OFFICE AT DECKER, BIG HORN COUNTY, 8 MILES
 QV0077'NORTHEAST OF THE JUNCTION OF THE ROAD LEADING TO BUSBY, AT THE FOOT OF
 QV0077'A ROCKY HILL, 50 FEET SOUTHWEST OF A DRAW, 25 FEET SOUTHEAST OF THE
 QV0077'CENTERLINE OF THE ROAD, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 QV0077'DISK, STAMPED D 222 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 QV0077'BM IS IN BIG HORN COUNTY INSTEAD OF ROSEBUD COUNTY.
 QV0077
 QV0077                          STATION RECOVERY (1967)
 QV0077
 QV0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QV0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0027 ***********************************************************************
 QV0027  DESIGNATION -  D 223
 QV0027  PID         -  QV0027
 QV0027  STATE/COUNTY-  MT/ROSEBUD
 QV0027  USGS QUAD   -  ASHLAND (1995)
 QV0027
 QV0027                         *CURRENT SURVEY CONTROL
 QV0027  ___________________________________________________________________
 QV0027* NAD 83(1986)-  45 33 41.     (N)    106 16 22.     (W)     SCALED    
 QV0027* NAVD 88     -       946.020  (meters)    3103.73   (feet)  ADJUSTED  
 QV0027  ___________________________________________________________________
 QV0027  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 QV0027  DYNAMIC HT  -         945.817 (meters)    3103.07  (feet)  COMP
 QV0027  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 QV0027
 QV0027  VERT ORDER  -  SECOND    CLASS 0
 QV0027
 QV0027.The horizontal coordinates were scaled from a topographic map and have
 QV0027.an estimated accuracy of +/- 6 seconds.
 QV0027
 QV0027.The orthometric height was determined by differential leveling
 QV0027.and adjusted by the National Geodetic Survey in June 1991..
 QV0027
 QV0027.The geoid height was determined by GEOID03.
 QV0027
 QV0027.The dynamic height is computed by dividing the NAVD 88
 QV0027.geopotential number by the normal gravity value computed on the
 QV0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0027.degrees latitude (g = 980.6199 gals.).
 QV0027
 QV0027.The modeled gravity was interpolated from observed gravity values.
 QV0027
 QV0027;                    North         East    Units  Estimated Accuracy
 QV0027;SPC MT       -   150,930.      851,820.      MT  (+/- 180 meters Scaled)
 QV0027
 QV0027                          SUPERSEDED SURVEY CONTROL
 QV0027
 QV0027  NGVD 29 (??/??/92)  945.343  (m)         3101.51   (f) ADJ UNCH    2 0
 QV0027
 QV0027.Superseded values are not recommended for survey control.
 QV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0027.See file dsdata.txt to determine how the superseded data were derived.
 QV0027
 QV0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL006461(NAD 83)
 QV0027_MARKER: DB = BENCH MARK DISK
 QV0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0027_STAMPING: D 223 1934
 QV0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0027+STABILITY: SURFACE MOTION
 QV0027
 QV0027  HISTORY     - Date     Condition        Report By
 QV0027  HISTORY     - 1934     MONUMENTED       CGS
 QV0027  HISTORY     - 1943     GOOD             NGS
 QV0027
 QV0027                          STATION DESCRIPTION
 QV0027
 QV0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QV0027'2.3 MI SE FROM ASHLAND.
 QV0027'2.3 MILES SOUTHEAST ALONG THE COUNTY ROAD LEADING TO BIRNEY FROM THE
 QV0027'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, 0.2 MILE NORTHEAST OF A LONG
 QV0027'DRAW, NEAR CREST OF LONG ROAD GRADE, NEAR EDGE OF TIMBER, AND IN ROAD
 QV0027'RIGHT-OF-WAY, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 QV0027'NORTHWEST OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 QV0027'STAMPED D 223 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0311 ***********************************************************************
 RT0311  DESIGNATION -  D 224
 RT0311  PID         -  RT0311
 RT0311  STATE/COUNTY-  MT/CUSTER
 RT0311  USGS QUAD   -  GARLAND SCHOOL (1969)
 RT0311
 RT0311                         *CURRENT SURVEY CONTROL
 RT0311  ___________________________________________________________________
 RT0311* NAD 83(1986)-  46 01 53.     (N)    105 57 05.     (W)     SCALED    
 RT0311* NAVD 88     -       793.973  (meters)    2604.89   (feet)  ADJUSTED  
 RT0311  ___________________________________________________________________
 RT0311  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RT0311  DYNAMIC HT  -         793.866 (meters)    2604.54  (feet)  COMP
 RT0311  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 RT0311
 RT0311  VERT ORDER  -  SECOND    CLASS 0
 RT0311
 RT0311.The horizontal coordinates were scaled from a topographic map and have
 RT0311.an estimated accuracy of +/- 6 seconds.
 RT0311
 RT0311.The orthometric height was determined by differential leveling
 RT0311.and adjusted by the National Geodetic Survey in June 1991..
 RT0311
 RT0311.The geoid height was determined by GEOID03.
 RT0311
 RT0311.The dynamic height is computed by dividing the NAVD 88
 RT0311.geopotential number by the normal gravity value computed on the
 RT0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0311.degrees latitude (g = 980.6199 gals.).
 RT0311
 RT0311.The modeled gravity was interpolated from observed gravity values.
 RT0311
 RT0311;                    North         East    Units  Estimated Accuracy
 RT0311;SPC MT       -   204,190.      874,510.      MT  (+/- 180 meters Scaled)
 RT0311
 RT0311                          SUPERSEDED SURVEY CONTROL
 RT0311
 RT0311  NGVD 29 (??/??/92)  793.318  (m)         2602.74   (f) ADJ UNCH    2 0
 RT0311
 RT0311.Superseded values are not recommended for survey control.
 RT0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0311.See file dsdata.txt to determine how the superseded data were derived.
 RT0311
 RT0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL263979(NAD 83)
 RT0311_MARKER: DB = BENCH MARK DISK
 RT0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0311_SP_SET: ABUTMENT
 RT0311_STAMPING: D 224 1934
 RT0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0311
 RT0311  HISTORY     - Date     Condition        Report By
 RT0311  HISTORY     - 1934     MONUMENTED       CGS
 RT0311  HISTORY     - 1969     GOOD             USGS
 RT0311
 RT0311                          STATION DESCRIPTION
 RT0311
 RT0311'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0311'0.5 MI NE FROM GARLAND SCHOOL.
 RT0311'MILES CITY, 13.5 MI SOUTH OF POST OFFICE ALONG U.S. HIGHWAY 312 TO
 RT0311'T-RD SW.  THENCE 20.0 MI SW ALONG TONGUE RIVER RD.  0.5 MI NE OF
 RT0311'GARLAND SCHOOL.  ON NORTH CORNER OF OLD BRIDGE ABUTMENT ON EAST SIDE
 RT0311'OF AN OLD CHANNEL OF FOSTER CREEK, 200 FT EAST OF PRESENT BRIDGE, 121
 RT0311'FT WEST OF OLD HIGHWAY AND FARM ROAD, 136 FT SE OF CENTER LINE PRESENT
 RT0311'ROAD, 120 FT NE OF PRESENT CHANNEL OF FOSTER CREEK.  A STANDARD TABLET
 RT0311'IMBEDDED IN THE CONCRETE ABUTMENT.  STAMPED D 224 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0176 ***********************************************************************
 QU0176  DESIGNATION -  D 226
 QU0176  PID         -  QU0176
 QU0176  STATE/COUNTY-  MT/POWDER RIVER
 QU0176  USGS QUAD   -  HUCKINS SCHOOL (1970)
 QU0176
 QU0176                         *CURRENT SURVEY CONTROL
 QU0176  ___________________________________________________________________
 QU0176* NAD 83(1986)-  45 13 05.     (N)    105 43 44.     (W)     SCALED    
 QU0176* NAVD 88     -       984.054  (meters)    3228.52   (feet)  ADJUSTED  
 QU0176  ___________________________________________________________________
 QU0176  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 QU0176  DYNAMIC HT  -         983.805 (meters)    3227.70  (feet)  COMP
 QU0176  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 QU0176
 QU0176  VERT ORDER  -  SECOND    CLASS 0
 QU0176
 QU0176.The horizontal coordinates were scaled from a topographic map and have
 QU0176.an estimated accuracy of +/- 6 seconds.
 QU0176
 QU0176.The orthometric height was determined by differential leveling
 QU0176.and adjusted by the National Geodetic Survey in June 1991..
 QU0176
 QU0176.The geoid height was determined by GEOID03.
 QU0176
 QU0176.The dynamic height is computed by dividing the NAVD 88
 QU0176.geopotential number by the normal gravity value computed on the
 QU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0176.degrees latitude (g = 980.6199 gals.).
 QU0176
 QU0176.The modeled gravity was interpolated from observed gravity values.
 QU0176
 QU0176;                    North         East    Units  Estimated Accuracy
 QU0176;SPC MT       -   114,730.      896,060.      MT  (+/- 180 meters Scaled)
 QU0176
 QU0176                          SUPERSEDED SURVEY CONTROL
 QU0176
 QU0176  NGVD 29 (??/??/92)  983.433  (m)         3226.48   (f) ADJ UNCH    2 0
 QU0176
 QU0176.Superseded values are not recommended for survey control.
 QU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0176.See file dsdata.txt to determine how the superseded data were derived.
 QU0176
 QU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL427074(NAD 83)
 QU0176_MARKER: DB = BENCH MARK DISK
 QU0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0176_STAMPING: D 226 1934
 QU0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0176+STABILITY: SURFACE MOTION
 QU0176
 QU0176  HISTORY     - Date     Condition        Report By
 QU0176  HISTORY     - 1934     MONUMENTED       CGS
 QU0176
 QU0176                          STATION DESCRIPTION
 QU0176
 QU0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0176'14.2 MI NE FROM MOORHEAD.
 QU0176'14.2 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO BROADUS
 QU0176'FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY, 0.2 MILE
 QU0176'SOUTH OF LARGE RED HILLS, IN A PASTURE ON FLAT LAND, 350 FEET
 QU0176'SOUTHWEST OF A STOCK WATER-TANK, 40.2 FEET NORTH OF THE CENTERLINE
 QU0176'OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 QU0176'D 226 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0165 ***********************************************************************
 ST0165  DESIGNATION -  D 227
 ST0165  PID         -  ST0165
 ST0165  STATE/COUNTY-  MT/TETON
 ST0165  USGS QUAD   -  TETON BUTTES (1987)
 ST0165
 ST0165                         *CURRENT SURVEY CONTROL
 ST0165  ___________________________________________________________________
 ST0165* NAD 83(1986)-  47 51 38.     (N)    112 15 51.     (W)     SCALED    
 ST0165* NAVD 88     -      1218.721  (meters)    3998.42   (feet)  ADJUSTED  
 ST0165  ___________________________________________________________________
 ST0165  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 ST0165  DYNAMIC HT  -        1218.640 (meters)    3998.15  (feet)  COMP
 ST0165  MODELED GRAV-     980,503.3   (mgal)                       NAVD 88
 ST0165
 ST0165  VERT ORDER  -  SECOND    CLASS 0
 ST0165
 ST0165.The horizontal coordinates were scaled from a topographic map and have
 ST0165.an estimated accuracy of +/- 6 seconds.
 ST0165
 ST0165.The orthometric height was determined by differential leveling
 ST0165.and adjusted by the National Geodetic Survey in June 1991..
 ST0165
 ST0165.The geoid height was determined by GEOID03.
 ST0165
 ST0165.The dynamic height is computed by dividing the NAVD 88
 ST0165.geopotential number by the normal gravity value computed on the
 ST0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0165.degrees latitude (g = 980.6199 gals.).
 ST0165
 ST0165.The modeled gravity was interpolated from observed gravity values.
 ST0165
 ST0165;                    North         East    Units  Estimated Accuracy
 ST0165;SPC MT       -   404,850.      393,310.      MT  (+/- 180 meters Scaled)
 ST0165
 ST0165                          SUPERSEDED SURVEY CONTROL
 ST0165
 ST0165  NGVD 29 (??/??/92) 1217.747  (m)         3995.22   (f) ADJ UNCH    2 0
 ST0165
 ST0165.Superseded values are not recommended for survey control.
 ST0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0165.See file dsdata.txt to determine how the superseded data were derived.
 ST0165
 ST0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU054015(NAD 83)
 ST0165_MARKER: DB = BENCH MARK DISK
 ST0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0165_STAMPING: D 227 1961
 ST0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0165+STABILITY: SURFACE MOTION
 ST0165
 ST0165  HISTORY     - Date     Condition        Report By
 ST0165  HISTORY     - 1961     MONUMENTED       CGS
 ST0165
 ST0165                          STATION DESCRIPTION
 ST0165
 ST0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0165'5.45 MI NW FROM CHOTEAU.
 ST0165'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0165'CHOTEAU, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF
 ST0165'A PRIVATE DIRT ROAD LEADING SOUTH-SOUTHEAST, 39 1/2 FEET
 ST0165'WEST-NORTHWEST OF THE CENTER OF THE JUNCTION, 23 FEET NORTH-NORTHWEST
 ST0165'OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET NORTH-NORTHEAST OF A
 ST0165'TELEPHONE POLE, 3 1/2 FEET NORTHEAST OF A FENCE CORNER, 1.3 FEET
 ST0165'EAST-NORTHEAST OF A FENCE, 1.7 FEET WEST OF A WITNESS POST, ABOUT 1
 ST0165'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0165'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0179 ***********************************************************************
 ST0179  DESIGNATION -  D 228
 ST0179  PID         -  ST0179
 ST0179  STATE/COUNTY-  MT/TETON
 ST0179  USGS QUAD   -  WATSON FLATS (1987)
 ST0179
 ST0179                         *CURRENT SURVEY CONTROL
 ST0179  ___________________________________________________________________
 ST0179* NAD 83(1986)-  47 50 58.     (N)    112 27 50.     (W)     SCALED    
 ST0179* NAVD 88     -      1383.426  (meters)    4538.79   (feet)  ADJUSTED  
 ST0179  ___________________________________________________________________
 ST0179  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0179  DYNAMIC HT  -        1383.285 (meters)    4538.33  (feet)  COMP
 ST0179  MODELED GRAV-     980,461.3   (mgal)                       NAVD 88
 ST0179
 ST0179  VERT ORDER  -  SECOND    CLASS 0
 ST0179
 ST0179.The horizontal coordinates were scaled from a topographic map and have
 ST0179.an estimated accuracy of +/- 6 seconds.
 ST0179
 ST0179.The orthometric height was determined by differential leveling
 ST0179.and adjusted by the National Geodetic Survey in June 1991..
 ST0179
 ST0179.The geoid height was determined by GEOID03.
 ST0179
 ST0179.The dynamic height is computed by dividing the NAVD 88
 ST0179.geopotential number by the normal gravity value computed on the
 ST0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0179.degrees latitude (g = 980.6199 gals.).
 ST0179
 ST0179.The modeled gravity was interpolated from observed gravity values.
 ST0179
 ST0179;                    North         East    Units  Estimated Accuracy
 ST0179;SPC MT       -   404,160.      378,340.      MT  (+/- 180 meters Scaled)
 ST0179
 ST0179                          SUPERSEDED SURVEY CONTROL
 ST0179
 ST0179  NGVD 29 (??/??/92) 1382.404  (m)         4535.44   (f) ADJ UNCH    2 0
 ST0179
 ST0179.Superseded values are not recommended for survey control.
 ST0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0179.See file dsdata.txt to determine how the superseded data were derived.
 ST0179
 ST0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU904006(NAD 83)
 ST0179_MARKER: DB = BENCH MARK DISK
 ST0179_SETTING: 66 = SET IN ROCK OUTCROP
 ST0179_SP_SET: OUTCROP
 ST0179_STAMPING: D 228 1961
 ST0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0179+STABILITY: POSITION/ELEVATION WELL
 ST0179
 ST0179  HISTORY     - Date     Condition        Report By
 ST0179  HISTORY     - 1961     MONUMENTED       CGS
 ST0179
 ST0179                          STATION DESCRIPTION
 ST0179
 ST0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0179'18.15 MI NW FROM CHOTEAU.
 ST0179'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0179'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 2.85 MILES
 ST0179'SOUTH ALONG A GRAVEL ROAD, ON THE TOP OF A KNOLL, IN THE TOP OF A 2
 ST0179'1/2-BY-2 1/2 FOOT OUTCROP, 54 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 ST0179'THE ROAD, 3.0 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT
 ST0179'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0120 ***********************************************************************
 ST0120  DESIGNATION -  D 229
 ST0120  PID         -  ST0120
 ST0120  STATE/COUNTY-  MT/TETON
 ST0120  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0120
 ST0120                         *CURRENT SURVEY CONTROL
 ST0120  ___________________________________________________________________
 ST0120* NAD 83(1986)-  47 41 45.     (N)    112 26 15.     (W)     SCALED    
 ST0120* NAVD 88     -      1299.641  (meters)    4263.91   (feet)  ADJUSTED  
 ST0120  ___________________________________________________________________
 ST0120  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 ST0120  DYNAMIC HT  -        1299.482 (meters)    4263.38  (feet)  COMP
 ST0120  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 ST0120
 ST0120  VERT ORDER  -  SECOND    CLASS 0
 ST0120
 ST0120.The horizontal coordinates were scaled from a topographic map and have
 ST0120.an estimated accuracy of +/- 6 seconds.
 ST0120
 ST0120.The orthometric height was determined by differential leveling
 ST0120.and adjusted by the National Geodetic Survey in June 1991..
 ST0120
 ST0120.The geoid height was determined by GEOID03.
 ST0120
 ST0120.The dynamic height is computed by dividing the NAVD 88
 ST0120.geopotential number by the normal gravity value computed on the
 ST0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0120.degrees latitude (g = 980.6199 gals.).
 ST0120
 ST0120.The modeled gravity was interpolated from observed gravity values.
 ST0120
 ST0120;                    North         East    Units  Estimated Accuracy
 ST0120;SPC MT       -   387,030.      379,670.      MT  (+/- 180 meters Scaled)
 ST0120
 ST0120                          SUPERSEDED SURVEY CONTROL
 ST0120
 ST0120  NGVD 29 (??/??/92) 1298.616  (m)         4260.54   (f) ADJ UNCH    2 0
 ST0120
 ST0120.Superseded values are not recommended for survey control.
 ST0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0120.See file dsdata.txt to determine how the superseded data were derived.
 ST0120
 ST0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT921834(NAD 83)
 ST0120_MARKER: DB = BENCH MARK DISK
 ST0120_SETTING: 80 = SET IN A BOULDER
 ST0120_SP_SET: BOULDER
 ST0120_STAMPING: D 229 1961
 ST0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0120+STABILITY: SURFACE MOTION
 ST0120
 ST0120  HISTORY     - Date     Condition        Report By
 ST0120  HISTORY     - 1961     MONUMENTED       CGS
 ST0120
 ST0120                          STATION DESCRIPTION
 ST0120
 ST0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0120'17.3 MI SW FROM CHOTEAU.
 ST0120'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0120'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0120'WEST ALONG A GRAVEL ROAD, THENCE 4.7 MILES SOUTHWEST ALONG A GRADED
 ST0120'ROAD, 46 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP
 ST0120'OF A 2 BY 2-FOOT BOULDER WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 ST0120'86.2 FEET SOUTH-SOUTHWEST OF A FENCE, 75.4 FEET SOUTH OF THE SOUTH
 ST0120'CORNER OF A WOODEN CATTLE GUARD, 1.3 FEET NORTH-NORTHEAST OF A WITNESS
 ST0120'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0135 ***********************************************************************
 TK0135  DESIGNATION -  D 23
 TK0135  PID         -  TK0135
 TK0135  STATE/COUNTY-  MT/BLAINE
 TK0135  USGS QUAD   -  HARLEM (1964)
 TK0135
 TK0135                         *CURRENT SURVEY CONTROL
 TK0135  ___________________________________________________________________
 TK0135* NAD 83(1986)-  48 31 59.     (N)    108 47 03.     (W)     SCALED    
 TK0135* NAVD 88     -       723.453  (meters)    2373.53   (feet)  ADJUSTED  
 TK0135  ___________________________________________________________________
 TK0135  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TK0135  DYNAMIC HT  -         723.545 (meters)    2373.83  (feet)  COMP
 TK0135  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 TK0135
 TK0135  VERT ORDER  -  FIRST     CLASS II
 TK0135
 TK0135.The horizontal coordinates were scaled from a topographic map and have
 TK0135.an estimated accuracy of +/- 6 seconds.
 TK0135
 TK0135.The orthometric height was determined by differential leveling
 TK0135.and adjusted by the National Geodetic Survey in June 1991..
 TK0135.WARNING-Repeat measurements at this control monument indicate possible
 TK0135.vertical movement.
 TK0135
 TK0135.The geoid height was determined by GEOID03.
 TK0135
 TK0135.The dynamic height is computed by dividing the NAVD 88
 TK0135.geopotential number by the normal gravity value computed on the
 TK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0135.degrees latitude (g = 980.6199 gals.).
 TK0135
 TK0135.The modeled gravity was interpolated from observed gravity values.
 TK0135
 TK0135;                    North         East    Units  Estimated Accuracy
 TK0135;SPC MT       -   476,190.      652,850.      MT  (+/- 180 meters Scaled)
 TK0135
 TK0135                          SUPERSEDED SURVEY CONTROL
 TK0135
 TK0135  NGVD 29 (??/??/92)  722.693  (m)         2371.04   (f) ADJ UNCH    1 2
 TK0135
 TK0135.Superseded values are not recommended for survey control.
 TK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0135.See file dsdata.txt to determine how the superseded data were derived.
 TK0135
 TK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU635779(NAD 83)
 TK0135_MARKER: DB = BENCH MARK DISK
 TK0135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TK0135_SP_SET: RETAINING WALL
 TK0135_STAMPING: 2371.098
 TK0135_MARK LOGO: CGS   
 TK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0135+STABILITY: SURFACE MOTION
 TK0135
 TK0135  HISTORY     - Date     Condition        Report By
 TK0135  HISTORY     - UNK      MONUMENTED       CGS
 TK0135  HISTORY     - 1939     GOOD             DOD
 TK0135  HISTORY     - 1979     GOOD             NGS
 TK0135  HISTORY     - 1979     POOR             USGS
 TK0135  HISTORY     - 1979     GOOD             USGS
 TK0135
 TK0135                          STATION DESCRIPTION
 TK0135
 TK0135'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0135'IN HARLEM.
 TK0135'AT HARLEM, BLAINE COUNTY, AT THE MAIN ENTRANCE TO THE SECURITY STATE
 TK0135'BANK (FORMERLY THE FIRST NATIONAL BANK), AND IN THE WEST FACE OF THE
 TK0135'GUARD WALL OF THE STEPS.  A STANDARD DISK, STAMPED 2371.098 AND SET
 TK0135'VERTICALLY.  NOTE-- ON AUGUST 1957 THE FOLLOWING COMMUNICATION WAS
 TK0135'RECEIVED FROM THE SECURITY STATE BANK-- NOTE-- WE ARE CONTEMPLATING
 TK0135'REMODELING THE INTERIOR OF OUR BUILDING, WHICH WILL NECESSITATE
 TK0135'REMOVAL OF THE GUARD WALL OF THE ENTRANCE STEPS ON WHICH THE BENCH
 TK0135'MARK IS ATTACHED.
 TK0135
 TK0135                          STATION RECOVERY (1979)
 TK0135
 TK0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0135'IN HARLEM, AT THE JUNCTION OF STATE HIGHWAYS 241 AND 523, IN THE
 TK0135'SOUTHEAST ANGLE OF THE INTERSECTION OF THE HIGHWAYS, SET VERTICALLY
 TK0135'IN THE WEST FACE OF THE RETAINING WALL OF THE STEPS AT THE ENTRANCE
 TK0135'TO A BRICK BUILDING HOUSING GALILEAN BOOKS AND GIFTS AND DUGANS BOOT
 TK0135'AND SHOE REPAIR (FORMERLY THE SECURITY STATE BANK BUILDING).
 TK0135'THE MARK IS 2 FT ABOVE THE SIDEWALK.
 TK0135
 TK0135                          STATION RECOVERY (1979)
 TK0135
 TK0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 TK0135'MARK RECOVERED IN POOR CONDITION.
 TK0135
 TK0135                          STATION RECOVERY (1979)
 TK0135
 TK0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 TK0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0107 ***********************************************************************
 ST0107  DESIGNATION -  D 230
 ST0107  PID         -  ST0107
 ST0107  STATE/COUNTY-  MT/TETON
 ST0107  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0107
 ST0107                         *CURRENT SURVEY CONTROL
 ST0107  ___________________________________________________________________
 ST0107* NAD 83(1986)-  47 38 18.     (N)    112 22 42.     (W)     SCALED    
 ST0107* NAVD 88     -      1410.338  (meters)    4627.08   (feet)  ADJUSTED  
 ST0107  ___________________________________________________________________
 ST0107  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 ST0107  DYNAMIC HT  -        1410.164 (meters)    4626.51  (feet)  COMP
 ST0107  MODELED GRAV-     980,439.0   (mgal)                       NAVD 88
 ST0107
 ST0107  VERT ORDER  -  SECOND    CLASS 0
 ST0107
 ST0107.The horizontal coordinates were scaled from a topographic map and have
 ST0107.an estimated accuracy of +/- 6 seconds.
 ST0107
 ST0107.The orthometric height was determined by differential leveling
 ST0107.and adjusted by the National Geodetic Survey in June 1991..
 ST0107
 ST0107.The geoid height was determined by GEOID03.
 ST0107
 ST0107.The dynamic height is computed by dividing the NAVD 88
 ST0107.geopotential number by the normal gravity value computed on the
 ST0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0107.degrees latitude (g = 980.6199 gals.).
 ST0107
 ST0107.The modeled gravity was interpolated from observed gravity values.
 ST0107
 ST0107;                    North         East    Units  Estimated Accuracy
 ST0107;SPC MT       -   380,480.      383,870.      MT  (+/- 180 meters Scaled)
 ST0107
 ST0107                          SUPERSEDED SURVEY CONTROL
 ST0107
 ST0107  NGVD 29 (??/??/92) 1409.325  (m)         4623.76   (f) ADJ UNCH    2 0
 ST0107
 ST0107.Superseded values are not recommended for survey control.
 ST0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0107.See file dsdata.txt to determine how the superseded data were derived.
 ST0107
 ST0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT964770(NAD 83)
 ST0107_MARKER: DB = BENCH MARK DISK
 ST0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0107_STAMPING: D 230 1961
 ST0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0107+STABILITY: SURFACE MOTION
 ST0107
 ST0107  HISTORY     - Date     Condition        Report By
 ST0107  HISTORY     - 1961     MONUMENTED       CGS
 ST0107
 ST0107                          STATION DESCRIPTION
 ST0107
 ST0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0107'17.4 MI N FROM AUGUSTA.
 ST0107'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0107'AUGUSTA, THENCE 5.7 MILES WEST AND NORTH ALONG A COUNTY ROAD, 31 FEET
 ST0107'SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST OF A FENCE
 ST0107'CORNER, 2.0 FEET WEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 ST0107'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 ST0107'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1126 ***********************************************************************
 SS1126  DESIGNATION -  D 231
 SS1126  PID         -  SS1126
 SS1126  STATE/COUNTY-  MT/TETON
 SS1126  USGS QUAD   -  T L GAP (1987)
 SS1126
 SS1126                         *CURRENT SURVEY CONTROL
 SS1126  ___________________________________________________________________
 SS1126* NAD 83(1986)-  47 47 04.     (N)    111 57 58.     (W)     SCALED    
 SS1126* NAVD 88     -      1211.941  (meters)    3976.18   (feet)  ADJUSTED  
 SS1126  ___________________________________________________________________
 SS1126  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 SS1126  DYNAMIC HT  -        1211.882 (meters)    3975.98  (feet)  COMP
 SS1126  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 SS1126
 SS1126  VERT ORDER  -  SECOND    CLASS 0
 SS1126
 SS1126.The horizontal coordinates were scaled from a topographic map and have
 SS1126.an estimated accuracy of +/- 6 seconds.
 SS1126
 SS1126.The orthometric height was determined by differential leveling
 SS1126.and adjusted by the National Geodetic Survey in June 1991..
 SS1126
 SS1126.The geoid height was determined by GEOID03.
 SS1126
 SS1126.The dynamic height is computed by dividing the NAVD 88
 SS1126.geopotential number by the normal gravity value computed on the
 SS1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1126.degrees latitude (g = 980.6199 gals.).
 SS1126
 SS1126.The modeled gravity was interpolated from observed gravity values.
 SS1126
 SS1126;                    North         East    Units  Estimated Accuracy
 SS1126;SPC MT       -   395,650.      415,330.      MT  (+/- 180 meters Scaled)
 SS1126
 SS1126                          SUPERSEDED SURVEY CONTROL
 SS1126
 SS1126  NGVD 29 (??/??/92) 1211.003  (m)         3973.10   (f) ADJ UNCH    2 0
 SS1126
 SS1126.Superseded values are not recommended for survey control.
 SS1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1126.See file dsdata.txt to determine how the superseded data were derived.
 SS1126
 SS1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT276927(NAD 83)
 SS1126_MARKER: DB = BENCH MARK DISK
 SS1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1126_STAMPING: D 231 1961
 SS1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1126+STABILITY: SURFACE MOTION
 SS1126
 SS1126  HISTORY     - Date     Condition        Report By
 SS1126  HISTORY     - 1961     MONUMENTED       CGS
 SS1126
 SS1126                          STATION DESCRIPTION
 SS1126
 SS1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1126'12.65 MI SW FROM CHOTEAU.
 SS1126'4.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1126'AT CHOTEAU, THENCE 7.5 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILE
 SS1126'NORTH ALONG A DIRT ROAD, 0.3 MILE SOUTH OF A FARMHOUSE, AT THE T
 SS1126'JUNCTION OF A DIRT ROAD EAST, 34 FEET WEST-SOUTHWEST OF THE CENTER OF
 SS1126'THE JUNCTION, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 SS1126'SOUTH OF A FENCE CORNER, 1.8 FEET EAST OF A WITNESS POST, 1 FOOT SOUTH
 SS1126'OF THE EXTENDED CENTER LINE OF THE ROAD EAST, ABOUT LEVEL WITH THE
 SS1126'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 SS1126'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1228 ***********************************************************************
 SS1228  DESIGNATION -  D 232
 SS1228  PID         -  SS1228
 SS1228  STATE/COUNTY-  MT/TETON
 SS1228  USGS QUAD   -  CLEIV (1983)
 SS1228
 SS1228                         *CURRENT SURVEY CONTROL
 SS1228  ___________________________________________________________________
 SS1228* NAD 83(1986)-  47 41 26.     (N)    111 59 16.     (W)     SCALED    
 SS1228* NAVD 88     -      1173.902  (meters)    3851.38   (feet)  ADJUSTED  
 SS1228  ___________________________________________________________________
 SS1228  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 SS1228  DYNAMIC HT  -        1173.805 (meters)    3851.06  (feet)  COMP
 SS1228  MODELED GRAV-     980,489.0   (mgal)                       NAVD 88
 SS1228
 SS1228  VERT ORDER  -  SECOND    CLASS 0
 SS1228
 SS1228.The horizontal coordinates were scaled from a topographic map and have
 SS1228.an estimated accuracy of +/- 6 seconds.
 SS1228
 SS1228.The orthometric height was determined by differential leveling
 SS1228.and adjusted by the National Geodetic Survey in June 1991..
 SS1228
 SS1228.The geoid height was determined by GEOID03.
 SS1228
 SS1228.The dynamic height is computed by dividing the NAVD 88
 SS1228.geopotential number by the normal gravity value computed on the
 SS1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1228.degrees latitude (g = 980.6199 gals.).
 SS1228
 SS1228.The modeled gravity was interpolated from observed gravity values.
 SS1228
 SS1228;                    North         East    Units  Estimated Accuracy
 SS1228;SPC MT       -   385,270.      413,370.      MT  (+/- 180 meters Scaled)
 SS1228
 SS1228                          SUPERSEDED SURVEY CONTROL
 SS1228
 SS1228  NGVD 29 (??/??/92) 1172.936  (m)         3848.21   (f) ADJ UNCH    2 0
 SS1228
 SS1228.Superseded values are not recommended for survey control.
 SS1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1228.See file dsdata.txt to determine how the superseded data were derived.
 SS1228
 SS1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT258823(NAD 83)
 SS1228_MARKER: DB = BENCH MARK DISK
 SS1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1228_SP_SET: FLOOD GATE
 SS1228_STAMPING: D 232 1961
 SS1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1228
 SS1228  HISTORY     - Date     Condition        Report By
 SS1228  HISTORY     - 1961     MONUMENTED       CGS
 SS1228
 SS1228                          STATION DESCRIPTION
 SS1228
 SS1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1228'5.7 MI N FROM FAIRFIELD.
 SS1228'0.45 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL
 SS1228'BANK AT FAIRFIELD, THENCE 5.25 MILES NORTH ALONG BASE LINE ROAD, IN
 SS1228'THE TOP OF THE CONCRETE HEAD WALL OF AN IRRIGATION FLOOD GATE, 120
 SS1228'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, 41 1/2 FEET
 SS1228'WEST OF THE CENTER LINE OF THE ROAD, 33 1/2 FEET SOUTH OF THE CENTER
 SS1228'LINE OF A ROAD TO FARM HOUSE, 1.6 FEET WEST OF THE EAST END OF THE
 SS1228'HEAD WALL, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS MARK MAY BE
 SS1228'REACHED ALSO BY GOING 1.1 MILES SOUTHEAST ALONG THE GREAT NORTERN
 SS1228'RAILWAY FROM THE STATION AT BOLE, THENCE 1.0 MILE SOUTH ALONG BASE
 SS1228'LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0006 ***********************************************************************
 ST0006  DESIGNATION -  D 233
 ST0006  PID         -  ST0006
 ST0006  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0006  USGS QUAD   -  GILMAN (1987)
 ST0006
 ST0006                         *CURRENT SURVEY CONTROL
 ST0006  ___________________________________________________________________
 ST0006* NAD 83(1986)-  47 32 18.     (N)    112 21 58.     (W)     SCALED    
 ST0006* NAVD 88     -      1236.307  (meters)    4056.12   (feet)  ADJUSTED  
 ST0006  ___________________________________________________________________
 ST0006  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 ST0006  DYNAMIC HT  -        1236.167 (meters)    4055.66  (feet)  COMP
 ST0006  MODELED GRAV-     980,456.3   (mgal)                       NAVD 88
 ST0006
 ST0006  VERT ORDER  -  SECOND    CLASS 0
 ST0006
 ST0006.The horizontal coordinates were scaled from a topographic map and have
 ST0006.an estimated accuracy of +/- 6 seconds.
 ST0006
 ST0006.The orthometric height was determined by differential leveling
 ST0006.and adjusted by the National Geodetic Survey in June 1991..
 ST0006
 ST0006.The geoid height was determined by GEOID03.
 ST0006
 ST0006.The dynamic height is computed by dividing the NAVD 88
 ST0006.geopotential number by the normal gravity value computed on the
 ST0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0006.degrees latitude (g = 980.6199 gals.).
 ST0006
 ST0006.The modeled gravity was interpolated from observed gravity values.
 ST0006
 ST0006;                    North         East    Units  Estimated Accuracy
 ST0006;SPC MT       -   369,340.      384,380.      MT  (+/- 180 meters Scaled)
 ST0006
 ST0006                          SUPERSEDED SURVEY CONTROL
 ST0006
 ST0006  NGVD 29 (??/??/92) 1235.320  (m)         4052.88   (f) ADJ UNCH    2 0
 ST0006
 ST0006.Superseded values are not recommended for survey control.
 ST0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0006.See file dsdata.txt to determine how the superseded data were derived.
 ST0006
 ST0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT971658(NAD 83)
 ST0006_MARKER: DB = BENCH MARK DISK
 ST0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0006_STAMPING: D 233 1961
 ST0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0006+STABILITY: SURFACE MOTION
 ST0006
 ST0006  HISTORY     - Date     Condition        Report By
 ST0006  HISTORY     - 1961     MONUMENTED       CGS
 ST0006
 ST0006                          STATION DESCRIPTION
 ST0006
 ST0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0006'3.9 MI NE FROM AUGUSTA.
 ST0006'3.9 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0006'AUGUSTA, AT THE T JUNCTION OF A PRIVATE ROAD LEADING EAST, AT A GATE
 ST0006'IN FENCE LINE, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 51 1/2
 ST0006'FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION, 10.3 FEET
 ST0006'WEST-SOUTHWEST OF THE NORTH END OF A 12-INCH CONCRETE PIPE CULVERT
 ST0006'UNDER THE ROAD, 6 1/2 FEET NORTH-NORTHEAST OF THE NORTH END OF A GATE,
 ST0006'3.0 FEET EAST OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, ABOUT 1 1/2
 ST0006'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ST0006'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0140 ***********************************************************************
 ST0140  DESIGNATION -  D 234
 ST0140  PID         -  ST0140
 ST0140  STATE/COUNTY-  MT/TETON
 ST0140  USGS QUAD   -  GILMAN (1987)
 ST0140
 ST0140                         *CURRENT SURVEY CONTROL
 ST0140  ___________________________________________________________________
 ST0140* NAD 83(1986)-  47 35 19.     (N)    112 17 31.     (W)     SCALED    
 ST0140* NAVD 88     -      1323.616  (meters)    4342.56   (feet)  ADJUSTED  
 ST0140  ___________________________________________________________________
 ST0140  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 ST0140  DYNAMIC HT  -        1323.458 (meters)    4342.05  (feet)  COMP
 ST0140  MODELED GRAV-     980,446.5   (mgal)                       NAVD 88
 ST0140
 ST0140  VERT ORDER  -  SECOND    CLASS 0
 ST0140
 ST0140.The horizontal coordinates were scaled from a topographic map and have
 ST0140.an estimated accuracy of +/- 6 seconds.
 ST0140
 ST0140.The orthometric height was determined by differential leveling
 ST0140.and adjusted by the National Geodetic Survey in June 1991..
 ST0140
 ST0140.The geoid height was determined by GEOID03.
 ST0140
 ST0140.The dynamic height is computed by dividing the NAVD 88
 ST0140.geopotential number by the normal gravity value computed on the
 ST0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0140.degrees latitude (g = 980.6199 gals.).
 ST0140
 ST0140.The modeled gravity was interpolated from observed gravity values.
 ST0140
 ST0140;                    North         East    Units  Estimated Accuracy
 ST0140;SPC MT       -   374,720.      390,160.      MT  (+/- 180 meters Scaled)
 ST0140
 ST0140                          SUPERSEDED SURVEY CONTROL
 ST0140
 ST0140  NGVD 29 (??/??/92) 1322.618  (m)         4339.29   (f) ADJ UNCH    2 0
 ST0140
 ST0140.Superseded values are not recommended for survey control.
 ST0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0140.See file dsdata.txt to determine how the superseded data were derived.
 ST0140
 ST0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT028713(NAD 83)
 ST0140_MARKER: DB = BENCH MARK DISK
 ST0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0140_SP_SET: SIPHON
 ST0140_STAMPING: D 234 1961
 ST0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0140
 ST0140  HISTORY     - Date     Condition        Report By
 ST0140  HISTORY     - 1961     MONUMENTED       CGS
 ST0140
 ST0140                          STATION DESCRIPTION
 ST0140
 ST0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0140'10.75 MI N FROM AUGUSTA.
 ST0140'8.05 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0140'AUGUSTA, THENCE 1.85 MILES NORTHEAST ALONG THE SOUTHEAST LEVEE ROAD OF
 ST0140'A CANAL, THENCE 0.85 MILE EAST ALONG A COUNTY ROAD ALONG THE SOUTH
 ST0140'SIDE OF A CANAL, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 ST0140'OUTLET TO AN IRRIGATION SIPHON, 29 FEET SOUTH OF THE CENTER LINE OF
 ST0140'THE ROAD, 89 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTH,
 ST0140'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0199 ***********************************************************************
 ST0199  DESIGNATION -  D 235
 ST0199  PID         -  ST0199
 ST0199  STATE/COUNTY-  MT/CASCADE
 ST0199  USGS QUAD   -  LOWRY (1987)
 ST0199
 ST0199                         *CURRENT SURVEY CONTROL
 ST0199  ___________________________________________________________________
 ST0199* NAD 83(1986)-  47 30 19.     (N)    112 02 05.     (W)     SCALED    
 ST0199* NAVD 88     -      1153.175  (meters)    3783.38   (feet)  ADJUSTED  
 ST0199  ___________________________________________________________________
 ST0199  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 ST0199  DYNAMIC HT  -        1153.055 (meters)    3782.98  (feet)  COMP
 ST0199  MODELED GRAV-     980,469.4   (mgal)                       NAVD 88
 ST0199
 ST0199  VERT ORDER  -  SECOND    CLASS 0
 ST0199
 ST0199.The horizontal coordinates were scaled from a topographic map and have
 ST0199.an estimated accuracy of +/- 6 seconds.
 ST0199
 ST0199.The orthometric height was determined by differential leveling
 ST0199.and adjusted by the National Geodetic Survey in June 1991..
 ST0199
 ST0199.The geoid height was determined by GEOID03.
 ST0199
 ST0199.The dynamic height is computed by dividing the NAVD 88
 ST0199.geopotential number by the normal gravity value computed on the
 ST0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0199.degrees latitude (g = 980.6199 gals.).
 ST0199
 ST0199.The modeled gravity was interpolated from observed gravity values.
 ST0199
 ST0199;                    North         East    Units  Estimated Accuracy
 ST0199;SPC MT       -   364,810.      409,190.      MT  (+/- 180 meters Scaled)
 ST0199
 ST0199                          SUPERSEDED SURVEY CONTROL
 ST0199
 ST0199  NGVD 29 (??/??/92) 1152.206  (m)         3780.20   (f) ADJ UNCH    2 0
 ST0199
 ST0199.Superseded values are not recommended for survey control.
 ST0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0199.See file dsdata.txt to determine how the superseded data were derived.
 ST0199
 ST0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT220618(NAD 83)
 ST0199_MARKER: DB = BENCH MARK DISK
 ST0199_SETTING: 66 = SET IN ROCK OUTCROP
 ST0199_SP_SET: OUTCROP
 ST0199_STAMPING: D 235 1961
 ST0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0199+STABILITY: POSITION/ELEVATION WELL
 ST0199
 ST0199  HISTORY     - Date     Condition        Report By
 ST0199  HISTORY     - 1961     MONUMENTED       CGS
 ST0199
 ST0199                          STATION DESCRIPTION
 ST0199
 ST0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0199'4.95 MI W FROM SIMMS.
 ST0199'4.95 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0199'HIGHWAY 20 AT SIMMS, NEAR THE CENTER OF A CUT ALONG THE SOUTHEAST SIDE
 ST0199'OF THE HIGHWAY, SET VERTICALLY IN THE NORTHWEST FACE OF AN OUTCROP, 36
 ST0199'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET EAST OF A
 ST0199'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0357 ***********************************************************************
 ST0357  DESIGNATION -  D 236
 ST0357  PID         -  ST0357
 ST0357  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0357  USGS QUAD   -  JOHNSON MOUNTAIN (1962)
 ST0357
 ST0357                         *CURRENT SURVEY CONTROL
 ST0357  ___________________________________________________________________
 ST0357* NAD 83(1986)-  47 11 50.     (N)    112 16 10.     (W)     SCALED    
 ST0357* NAVD 88     -      1301.140  (meters)    4268.82   (feet)  ADJUSTED  
 ST0357  ___________________________________________________________________
 ST0357  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 ST0357  DYNAMIC HT  -        1300.945 (meters)    4268.18  (feet)  COMP
 ST0357  MODELED GRAV-     980,417.7   (mgal)                       NAVD 88
 ST0357
 ST0357  VERT ORDER  -  SECOND    CLASS 0
 ST0357
 ST0357.The horizontal coordinates were scaled from a topographic map and have
 ST0357.an estimated accuracy of +/- 6 seconds.
 ST0357
 ST0357.The orthometric height was determined by differential leveling
 ST0357.and adjusted by the National Geodetic Survey in June 1991..
 ST0357
 ST0357.The geoid height was determined by GEOID03.
 ST0357
 ST0357.The dynamic height is computed by dividing the NAVD 88
 ST0357.geopotential number by the normal gravity value computed on the
 ST0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0357.degrees latitude (g = 980.6199 gals.).
 ST0357
 ST0357.The modeled gravity was interpolated from observed gravity values.
 ST0357
 ST0357;                    North         East    Units  Estimated Accuracy
 ST0357;SPC MT       -   331,200.      390,310.      MT  (+/- 180 meters Scaled)
 ST0357
 ST0357                          SUPERSEDED SURVEY CONTROL
 ST0357
 ST0357  NGVD 29 (??/??/92) 1300.146  (m)         4265.56   (f) ADJ UNCH    2 0
 ST0357
 ST0357.Superseded values are not recommended for survey control.
 ST0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0357.See file dsdata.txt to determine how the superseded data were derived.
 ST0357
 ST0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT038278(NAD 83)
 ST0357_MARKER: DB = BENCH MARK DISK
 ST0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0357_STAMPING: D 236 1961
 ST0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0357+STABILITY: SURFACE MOTION
 ST0357
 ST0357  HISTORY     - Date     Condition        Report By
 ST0357  HISTORY     - 1961     MONUMENTED       CGS
 ST0357  HISTORY     - 1962     MARK NOT FOUND   USGS
 ST0357
 ST0357                          STATION DESCRIPTION
 ST0357
 ST0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0357'8.7 MI SW FROM BOWMANS CORNER.
 ST0357'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0357'HIGHWAY 287 AT BOWMANS CORNER, AT THE JUNCTION OF MONTANA STATE
 ST0357'HIGHWAY 434, 79 FEET WEST-NORTHWEST OF THE CENTER LINE OF STATE
 ST0357'HIGHWAY 20, 47 FEET NORTHEAST OF THE CENTER LINE OF S.H. 434, 16 FEET
 ST0357'NORTHEAST OF A FENCE CORNER, 3.4 FEET EAST-SOUTHEAST OF A FENCE, 2.5
 ST0357'FEET SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 ST0357'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 ST0357'ABOVE THE GROUND.
 ST0357
 ST0357                          STATION RECOVERY (1962)
 ST0357
 ST0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ST0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1201 ***********************************************************************
 SS1201  DESIGNATION -  D 237
 SS1201  PID         -  SS1201
 SS1201  STATE/COUNTY-  MT/CASCADE
 SS1201  USGS QUAD   -  FAIRFIELD (1983)
 SS1201
 SS1201                         *CURRENT SURVEY CONTROL
 SS1201  ___________________________________________________________________
 SS1201* NAD 83(1986)-  47 35 48.     (N)    111 54 05.     (W)     SCALED    
 SS1201* NAVD 88     -      1218.384  (meters)    3997.31   (feet)  ADJUSTED  
 SS1201  ___________________________________________________________________
 SS1201  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1201  DYNAMIC HT  -        1218.262 (meters)    3996.91  (feet)  COMP
 SS1201  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 SS1201
 SS1201  VERT ORDER  -  SECOND    CLASS 0
 SS1201
 SS1201.The horizontal coordinates were scaled from a topographic map and have
 SS1201.an estimated accuracy of +/- 6 seconds.
 SS1201
 SS1201.The orthometric height was determined by differential leveling
 SS1201.and adjusted by the National Geodetic Survey in June 1991..
 SS1201
 SS1201.The geoid height was determined by GEOID03.
 SS1201
 SS1201.The dynamic height is computed by dividing the NAVD 88
 SS1201.geopotential number by the normal gravity value computed on the
 SS1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1201.degrees latitude (g = 980.6199 gals.).
 SS1201
 SS1201.The modeled gravity was interpolated from observed gravity values.
 SS1201
 SS1201;                    North         East    Units  Estimated Accuracy
 SS1201;SPC MT       -   374,640.      419,530.      MT  (+/- 180 meters Scaled)
 SS1201
 SS1201                          SUPERSEDED SURVEY CONTROL
 SS1201
 SS1201  NGVD 29 (??/??/92) 1217.410  (m)         3994.12   (f) ADJ UNCH    2 0
 SS1201
 SS1201.Superseded values are not recommended for survey control.
 SS1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1201.See file dsdata.txt to determine how the superseded data were derived.
 SS1201
 SS1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT322718(NAD 83)
 SS1201_MARKER: DB = BENCH MARK DISK
 SS1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1201_STAMPING: D 237 1961
 SS1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1201+STABILITY: SURFACE MOTION
 SS1201
 SS1201  HISTORY     - Date     Condition        Report By
 SS1201  HISTORY     - 1961     MONUMENTED       CGS
 SS1201
 SS1201                          STATION DESCRIPTION
 SS1201
 SS1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1201'4.85 MI E FROM FAIRFIELD.
 SS1201'4.85 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1201'FAIRFIELD, AT THE T JUNCTION OF A ROAD LEADING NORTH, 30 FEET NORTH OF
 SS1201'THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF THE
 SS1201'ROAD, 47 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 3 FEET WEST OF
 SS1201'A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE, 2.0 FEET EAST OF A WITNESS
 SS1201'POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SS1201'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0974 ***********************************************************************
 SS0974  DESIGNATION -  D 238
 SS0974  PID         -  SS0974
 SS0974  STATE/COUNTY-  MT/CASCADE
 SS0974  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0974
 SS0974                         *CURRENT SURVEY CONTROL
 SS0974  ___________________________________________________________________
 SS0974* NAD 83(1986)-  47 22 57.     (N)    111 42 14.     (W)     SCALED    
 SS0974* NAVD 88     -      1056.386  (meters)    3465.83   (feet)  ADJUSTED  
 SS0974  ___________________________________________________________________
 SS0974  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS0974  DYNAMIC HT  -        1056.298 (meters)    3465.54  (feet)  COMP
 SS0974  MODELED GRAV-     980,493.4   (mgal)                       NAVD 88
 SS0974
 SS0974  VERT ORDER  -  SECOND    CLASS 0
 SS0974
 SS0974.The horizontal coordinates were scaled from a topographic map and have
 SS0974.an estimated accuracy of +/- 6 seconds.
 SS0974
 SS0974.The orthometric height was determined by differential leveling
 SS0974.and adjusted by the National Geodetic Survey in June 1991..
 SS0974
 SS0974.The geoid height was determined by GEOID03.
 SS0974
 SS0974.The dynamic height is computed by dividing the NAVD 88
 SS0974.geopotential number by the normal gravity value computed on the
 SS0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0974.degrees latitude (g = 980.6199 gals.).
 SS0974
 SS0974.The modeled gravity was interpolated from observed gravity values.
 SS0974
 SS0974;                    North         East    Units  Estimated Accuracy
 SS0974;SPC MT       -   350,420.      433,700.      MT  (+/- 180 meters Scaled)
 SS0974
 SS0974                          SUPERSEDED SURVEY CONTROL
 SS0974
 SS0974  NGVD 29 (??/??/92) 1055.462  (m)         3462.79   (f) ADJ UNCH    2 0
 SS0974
 SS0974.Superseded values are not recommended for survey control.
 SS0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0974.See file dsdata.txt to determine how the superseded data were derived.
 SS0974
 SS0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT468479(NAD 83)
 SS0974_MARKER: DB = BENCH MARK DISK
 SS0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0974_STAMPING: D 238 1961
 SS0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0974+STABILITY: SURFACE MOTION
 SS0974
 SS0974  HISTORY     - Date     Condition        Report By
 SS0974  HISTORY     - 1961     MONUMENTED       CGS
 SS0974
 SS0974                          STATION DESCRIPTION
 SS0974
 SS0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0974'10.85 MI S FROM SUN RIVER.
 SS0974'10.85 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0974'AT SUN RIVER, ON THE OUTSIDE OF A CURVE, 94 FEET NORTHEAST OF THE
 SS0974'CENTER LINE OF THE ROAD, 2.2 FEET SOUTHWEST OF A FENCE CORNER POST,
 SS0974'1.8 FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A FENCE, 15 FEET NORTH OF
 SS0974'THE CENTER OF A GATE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 SS0974'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0974'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1006 ***********************************************************************
 SS1006  DESIGNATION -  D 239
 SS1006  PID         -  SS1006
 SS1006  STATE/COUNTY-  MT/CASCADE
 SS1006  USGS QUAD   -  SIMMS (1983)
 SS1006
 SS1006                         *CURRENT SURVEY CONTROL
 SS1006  ___________________________________________________________________
 SS1006* NAD 83(1986)-  47 24 51.     (N)    111 54 05.     (W)     SCALED    
 SS1006* NAVD 88     -      1094.925  (meters)    3592.27   (feet)  ADJUSTED  
 SS1006  ___________________________________________________________________
 SS1006  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 SS1006  DYNAMIC HT  -        1094.824 (meters)    3591.94  (feet)  COMP
 SS1006  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 SS1006
 SS1006  VERT ORDER  -  SECOND    CLASS 0
 SS1006
 SS1006.The horizontal coordinates were scaled from a topographic map and have
 SS1006.an estimated accuracy of +/- 6 seconds.
 SS1006
 SS1006.The orthometric height was determined by differential leveling
 SS1006.and adjusted by the National Geodetic Survey in June 1991..
 SS1006
 SS1006.The geoid height was determined by GEOID03.
 SS1006
 SS1006.The dynamic height is computed by dividing the NAVD 88
 SS1006.geopotential number by the normal gravity value computed on the
 SS1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1006.degrees latitude (g = 980.6199 gals.).
 SS1006
 SS1006.The modeled gravity was interpolated from observed gravity values.
 SS1006
 SS1006;                    North         East    Units  Estimated Accuracy
 SS1006;SPC MT       -   354,370.      418,910.      MT  (+/- 180 meters Scaled)
 SS1006
 SS1006                          SUPERSEDED SURVEY CONTROL
 SS1006
 SS1006  NGVD 29 (??/??/92) 1093.984  (m)         3589.18   (f) ADJ UNCH    2 0
 SS1006
 SS1006.Superseded values are not recommended for survey control.
 SS1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1006.See file dsdata.txt to determine how the superseded data were derived.
 SS1006
 SS1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT320515(NAD 83)
 SS1006_MARKER: DB = BENCH MARK DISK
 SS1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1006_STAMPING: D 239 1961
 SS1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1006+STABILITY: SURFACE MOTION
 SS1006
 SS1006  HISTORY     - Date     Condition        Report By
 SS1006  HISTORY     - 1961     MONUMENTED       CGS
 SS1006
 SS1006                          STATION DESCRIPTION
 SS1006
 SS1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1006'8.9 MI S FROM SIMMS.
 SS1006'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1006'HIGHWAY 21 AT SIMMS, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE
 SS1006'4.65 MILES SOUTHEAST ALONG A GRAVEL ROAD, ON THE INSIDE OF A CURVE, 33
 SS1006'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A
 SS1006'FENCE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 SS1006'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 SS1006'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0715 ***********************************************************************
 SS0715  DESIGNATION -  D 240
 SS0715  PID         -  SS0715
 SS0715  STATE/COUNTY-  MT/CASCADE
 SS0715  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0715
 SS0715                         *CURRENT SURVEY CONTROL
 SS0715  ___________________________________________________________________
 SS0715* NAD 83(1986)-  47 27 19.     (N)    111 20 20.     (W)     SCALED    
 SS0715* NAVD 88     -      1048.838  (meters)    3441.06   (feet)  ADJUSTED  
 SS0715  ___________________________________________________________________
 SS0715  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS0715  DYNAMIC HT  -        1048.753 (meters)    3440.78  (feet)  COMP
 SS0715  MODELED GRAV-     980,495.3   (mgal)                       NAVD 88
 SS0715
 SS0715  VERT ORDER  -  FIRST     CLASS II
 SS0715
 SS0715.The horizontal coordinates were scaled from a topographic map and have
 SS0715.an estimated accuracy of +/- 6 seconds.
 SS0715
 SS0715.The orthometric height was determined by differential leveling
 SS0715.and adjusted by the National Geodetic Survey in June 1991..
 SS0715
 SS0715.The geoid height was determined by GEOID03.
 SS0715
 SS0715.The dynamic height is computed by dividing the NAVD 88
 SS0715.geopotential number by the normal gravity value computed on the
 SS0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0715.degrees latitude (g = 980.6199 gals.).
 SS0715
 SS0715.The modeled gravity was interpolated from observed gravity values.
 SS0715
 SS0715;                    North         East    Units  Estimated Accuracy
 SS0715;SPC MT       -   357,790.      461,430.      MT  (+/- 180 meters Scaled)
 SS0715
 SS0715                          SUPERSEDED SURVEY CONTROL
 SS0715
 SS0715  NGVD 29 (??/??/92) 1047.915  (m)         3438.03   (f) ADJ UNCH    1 2
 SS0715
 SS0715.Superseded values are not recommended for survey control.
 SS0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0715.See file dsdata.txt to determine how the superseded data were derived.
 SS0715
 SS0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT744558(NAD 83)
 SS0715_MARKER: DB = BENCH MARK DISK
 SS0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0715_STAMPING: D 240 1961
 SS0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0715+STABILITY: SURFACE MOTION
 SS0715
 SS0715  HISTORY     - Date     Condition        Report By
 SS0715  HISTORY     - 1961     MONUMENTED       CGS
 SS0715
 SS0715                          STATION DESCRIPTION
 SS0715
 SS0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0715'4.15 MI SW FROM GREAT FALLS.
 SS0715'4.15 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0715'AT GREAT FALLS, 50 FEET NORTHEAST AND ACROSS THE TRACK FROM MILEPOST
 SS0715'120, 14 FEET EAST OF THE EAST RAIL, 113 FEET WEST OF THE CENTER LINE
 SS0715'OF A GRAVELED ROAD, 11 FEET EAST OF THE SOUTHEAST CORNER OF A CATTLE
 SS0715'GUARD, 1 FOOT SOUTH OF A FENCE, 1 1/2 FEET NORTH OF A WITNESS POST,
 SS0715'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SS0715'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1089 ***********************************************************************
 SS1089  DESIGNATION -  D 241
 SS1089  PID         -  SS1089
 SS1089  STATE/COUNTY-  MT/TETON
 SS1089  USGS QUAD   -  DUTTON (1987)
 SS1089
 SS1089                         *CURRENT SURVEY CONTROL
 SS1089  ___________________________________________________________________
 SS1089* NAD 83(1986)-  47 49 58.     (N)    111 42 17.     (W)     SCALED    
 SS1089* NAVD 88     -      1137.841  (meters)    3733.07   (feet)  ADJUSTED  
 SS1089  ___________________________________________________________________
 SS1089  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1089  DYNAMIC HT  -        1137.794 (meters)    3732.91  (feet)  COMP
 SS1089  MODELED GRAV-     980,530.6   (mgal)                       NAVD 88
 SS1089
 SS1089  VERT ORDER  -  FIRST     CLASS II
 SS1089
 SS1089.The horizontal coordinates were scaled from a topographic map and have
 SS1089.an estimated accuracy of +/- 6 seconds.
 SS1089
 SS1089.The orthometric height was determined by differential leveling
 SS1089.and adjusted by the National Geodetic Survey in June 1991..
 SS1089.WARNING-Repeat measurements at this control monument indicate possible
 SS1089.vertical movement.
 SS1089
 SS1089.The geoid height was determined by GEOID03.
 SS1089
 SS1089.The dynamic height is computed by dividing the NAVD 88
 SS1089.geopotential number by the normal gravity value computed on the
 SS1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1089.degrees latitude (g = 980.6199 gals.).
 SS1089
 SS1089.The modeled gravity was interpolated from observed gravity values.
 SS1089
 SS1089;                    North         East    Units  Estimated Accuracy
 SS1089;SPC MT       -   400,430.      435,050.      MT  (+/- 180 meters Scaled)
 SS1089
 SS1089                          SUPERSEDED SURVEY CONTROL
 SS1089
 SS1089  NGVD 29 (??/??/92) 1136.924  (m)         3730.06   (f) ADJ UNCH    1 2
 SS1089
 SS1089.Superseded values are not recommended for survey control.
 SS1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1089.See file dsdata.txt to determine how the superseded data were derived.
 SS1089
 SS1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT472979(NAD 83)
 SS1089_MARKER: DB = BENCH MARK DISK
 SS1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1089_STAMPING: D 241 1961
 SS1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1089+STABILITY: SURFACE MOTION
 SS1089
 SS1089  HISTORY     - Date     Condition        Report By
 SS1089  HISTORY     - 1961     MONUMENTED       CGS
 SS1089  HISTORY     - 1979     GOOD             NGS
 SS1089
 SS1089                          STATION DESCRIPTION
 SS1089
 SS1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1089'1.35 MI SE FROM DUTTON.
 SS1089'1.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1089'AT DUTTON, 114 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF AN ASPHALT
 SS1089'ROAD, 29 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 68 FEET
 SS1089'SOUTH-SOUTHWEST OF A FENCE, 9 1/2 FEET NORTH-NORTHEAST OF MILEPOST 36,
 SS1089'2.0 FEET EAST-SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 SS1089'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SS1089'THE GROUND.
 SS1089
 SS1089                          STATION RECOVERY (1979)
 SS1089
 SS1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0507 ***********************************************************************
 SS0507  DESIGNATION -  D 242
 SS0507  PID         -  SS0507
 SS0507  STATE/COUNTY-  MT/CASCADE
 SS0507  USGS QUAD   -  BELT (1982)
 SS0507
 SS0507                         *CURRENT SURVEY CONTROL
 SS0507  ___________________________________________________________________
 SS0507* NAD 83(1986)-  47 23 00.     (N)    110 57 03.     (W)     SCALED    
 SS0507* NAVD 88     -      1185.102  (meters)    3888.12   (feet)  ADJUSTED  
 SS0507  ___________________________________________________________________
 SS0507  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SS0507  DYNAMIC HT  -        1184.990 (meters)    3887.75  (feet)  COMP
 SS0507  MODELED GRAV-     980,476.8   (mgal)                       NAVD 88
 SS0507
 SS0507  VERT ORDER  -  SECOND    CLASS 0
 SS0507
 SS0507.The horizontal coordinates were scaled from a topographic map and have
 SS0507.an estimated accuracy of +/- 6 seconds.
 SS0507
 SS0507.The orthometric height was determined by differential leveling
 SS0507.and adjusted by the National Geodetic Survey in June 1991..
 SS0507
 SS0507.The geoid height was determined by GEOID03.
 SS0507
 SS0507.The dynamic height is computed by dividing the NAVD 88
 SS0507.geopotential number by the normal gravity value computed on the
 SS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0507.degrees latitude (g = 980.6199 gals.).
 SS0507
 SS0507.The modeled gravity was interpolated from observed gravity values.
 SS0507
 SS0507;                    North         East    Units  Estimated Accuracy
 SS0507;SPC MT       -   349,180.      490,520.      MT  (+/- 180 meters Scaled)
 SS0507
 SS0507                          SUPERSEDED SURVEY CONTROL
 SS0507
 SS0507  NGVD 29 (??/??/92) 1184.178  (m)         3885.09   (f) ADJ UNCH    2 0
 SS0507
 SS0507.Superseded values are not recommended for survey control.
 SS0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0507.See file dsdata.txt to determine how the superseded data were derived.
 SS0507
 SS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT037477(NAD 83)
 SS0507_MARKER: DB = BENCH MARK DISK
 SS0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0507_STAMPING: D 242 1961
 SS0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0507+STABILITY: SURFACE MOTION
 SS0507
 SS0507  HISTORY     - Date     Condition        Report By
 SS0507  HISTORY     - 1961     MONUMENTED       CGS
 SS0507
 SS0507                          STATION DESCRIPTION
 SS0507
 SS0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0507'1.0 MI W FROM BELT.
 SS0507'1.0 MILE WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0507'OVERPASS AT BELT, AT THE INTERSECTION OF U. S. HIGHWAYS 87 AND 89, 107
 SS0507'FEET NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION, 118 FEET
 SS0507'NORTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 65 FEET NORTHEAST OF
 SS0507'THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTHEAST OF A WITNESS POST,
 SS0507'ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SS0507'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0793 ***********************************************************************
 SS0793  DESIGNATION -  D 243
 SS0793  PID         -  SS0793
 SS0793  STATE/COUNTY-  MT/CASCADE
 SS0793  USGS QUAD   -  EDEN (1965)
 SS0793
 SS0793                         *CURRENT SURVEY CONTROL
 SS0793  ___________________________________________________________________
 SS0793* NAD 83(1986)-  47 15 36.     (N)    111 18 58.     (W)     SCALED    
 SS0793* NAVD 88     -      1234.003  (meters)    4048.56   (feet)  ADJUSTED  
 SS0793  ___________________________________________________________________
 SS0793  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SS0793  DYNAMIC HT  -        1233.839 (meters)    4048.02  (feet)  COMP
 SS0793  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 SS0793
 SS0793  VERT ORDER  -  SECOND    CLASS 0
 SS0793
 SS0793.The horizontal coordinates were scaled from a topographic map and have
 SS0793.an estimated accuracy of +/- 6 seconds.
 SS0793
 SS0793.The orthometric height was determined by differential leveling
 SS0793.and adjusted by the National Geodetic Survey in June 1991..
 SS0793
 SS0793.The geoid height was determined by GEOID03.
 SS0793
 SS0793.The dynamic height is computed by dividing the NAVD 88
 SS0793.geopotential number by the normal gravity value computed on the
 SS0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0793.degrees latitude (g = 980.6199 gals.).
 SS0793
 SS0793.The modeled gravity was interpolated from observed gravity values.
 SS0793
 SS0793;                    North         East    Units  Estimated Accuracy
 SS0793;SPC MT       -   336,060.      462,640.      MT  (+/- 180 meters Scaled)
 SS0793
 SS0793                          SUPERSEDED SURVEY CONTROL
 SS0793
 SS0793  NGVD 29 (??/??/92) 1233.044  (m)         4045.41   (f) ADJ UNCH    2 0
 SS0793
 SS0793.Superseded values are not recommended for survey control.
 SS0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0793.See file dsdata.txt to determine how the superseded data were derived.
 SS0793
 SS0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT760341(NAD 83)
 SS0793_MARKER: DB = BENCH MARK DISK
 SS0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0793_STAMPING: D 243 1961
 SS0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0793+STABILITY: SURFACE MOTION
 SS0793
 SS0793  HISTORY     - Date     Condition        Report By
 SS0793  HISTORY     - 1961     MONUMENTED       CGS
 SS0793
 SS0793                          STATION DESCRIPTION
 SS0793
 SS0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0793'3.0 MI S FROM EDEN.
 SS0793'1.05 MILES SOUTH ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT
 SS0793'EDEN, THENCE 1.95 MILES WEST ALONG A COUNTY ROAD, 26 1/2 FEET
 SS0793'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 41 FEET SOUTH-SOUTHWEST OF
 SS0793'THE SOUTHWEST CORNER OF A WOODEN BRIDGE, 3 FEET NORTHWEST OF A FENCE,
 SS0793'1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE
 SS0793'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SS0793'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0927 ***********************************************************************
 SS0927  DESIGNATION -  D 244
 SS0927  PID         -  SS0927
 SS0927  STATE/COUNTY-  MT/CASCADE
 SS0927  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0927
 SS0927                         *CURRENT SURVEY CONTROL
 SS0927  ___________________________________________________________________
 SS0927* NAD 83(1986)-  47 08 51.     (N)    111 34 06.     (W)     SCALED    
 SS0927* NAVD 88     -      1297.685  (meters)    4257.49   (feet)  ADJUSTED  
 SS0927  ___________________________________________________________________
 SS0927  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SS0927  DYNAMIC HT  -        1297.504 (meters)    4256.89  (feet)  COMP
 SS0927  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 SS0927
 SS0927  VERT ORDER  -  SECOND    CLASS 0
 SS0927
 SS0927.The horizontal coordinates were scaled from a topographic map and have
 SS0927.an estimated accuracy of +/- 6 seconds.
 SS0927
 SS0927.The orthometric height was determined by differential leveling
 SS0927.and adjusted by the National Geodetic Survey in June 1991..
 SS0927
 SS0927.The geoid height was determined by GEOID03.
 SS0927
 SS0927.The dynamic height is computed by dividing the NAVD 88
 SS0927.geopotential number by the normal gravity value computed on the
 SS0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0927.degrees latitude (g = 980.6199 gals.).
 SS0927
 SS0927.The modeled gravity was interpolated from observed gravity values.
 SS0927
 SS0927;                    North         East    Units  Estimated Accuracy
 SS0927;SPC MT       -   324,040.      443,240.      MT  (+/- 180 meters Scaled)
 SS0927
 SS0927                          SUPERSEDED SURVEY CONTROL
 SS0927
 SS0927  NGVD 29 (??/??/92) 1296.726  (m)         4254.34   (f) ADJ UNCH    2 0
 SS0927
 SS0927.Superseded values are not recommended for survey control.
 SS0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0927.See file dsdata.txt to determine how the superseded data were derived.
 SS0927
 SS0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT569217(NAD 83)
 SS0927_MARKER: DB = BENCH MARK DISK
 SS0927_SETTING: 66 = SET IN ROCK OUTCROP
 SS0927_SP_SET: OUTCROP
 SS0927_STAMPING: D 244 1961
 SS0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0927+STABILITY: POSITION/ELEVATION WELL
 SS0927
 SS0927  HISTORY     - Date     Condition        Report By
 SS0927  HISTORY     - 1961     MONUMENTED       CGS
 SS0927
 SS0927                          STATION DESCRIPTION
 SS0927
 SS0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0927'14.45 MI SE FROM CASCADE.
 SS0927'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0927'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0927'ROAD, THENCE 8.15 MILES SOUTH ALONG A COUNTY ROAD, ON THE OUTSIDE OF A
 SS0927'CURVE, 0.2 MILE NORTH-NORTHEAST OF A SMALL HOUSE, 187 FEET
 SS0927'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 4 BY
 SS0927'6-FOOT OUTCROP WHICH PROJECTS ABOUT 0.6 FOOT ABOVE THE GROUND, 145
 SS0927'FEET NORTH-NORTHWEST OF A FENCE, 143 1/2 FEET NORTH-NORTHWEST OF A
 SS0927'WITNESS POST, AND ABOUT 15 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0631 ***********************************************************************
 SS0631  DESIGNATION -  D 245
 SS0631  PID         -  SS0631
 SS0631  STATE/COUNTY-  MT/CHOUTEAU
 SS0631  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS0631
 SS0631                         *CURRENT SURVEY CONTROL
 SS0631  ___________________________________________________________________
 SS0631* NAD 83(1986)-  47 46 13.     (N)    111 11 55.     (W)     SCALED    
 SS0631* NAVD 88     -      1049.280  (meters)    3442.51   (feet)  ADJUSTED  
 SS0631  ___________________________________________________________________
 SS0631  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 SS0631  DYNAMIC HT  -        1049.256 (meters)    3442.43  (feet)  COMP
 SS0631  MODELED GRAV-     980,553.7   (mgal)                       NAVD 88
 SS0631
 SS0631  VERT ORDER  -  SECOND    CLASS 0
 SS0631
 SS0631.The horizontal coordinates were scaled from a topographic map and have
 SS0631.an estimated accuracy of +/- 6 seconds.
 SS0631
 SS0631.The orthometric height was determined by differential leveling
 SS0631.and adjusted by the National Geodetic Survey in June 1991..
 SS0631
 SS0631.The geoid height was determined by GEOID03.
 SS0631
 SS0631.The dynamic height is computed by dividing the NAVD 88
 SS0631.geopotential number by the normal gravity value computed on the
 SS0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0631.degrees latitude (g = 980.6199 gals.).
 SS0631
 SS0631.The modeled gravity was interpolated from observed gravity values.
 SS0631
 SS0631;                    North         East    Units  Estimated Accuracy
 SS0631;SPC MT       -   392,550.      472,760.      MT  (+/- 180 meters Scaled)
 SS0631
 SS0631                          SUPERSEDED SURVEY CONTROL
 SS0631
 SS0631  NGVD 29 (??/??/92) 1048.380  (m)         3439.56   (f) ADJ UNCH    2 0
 SS0631
 SS0631.Superseded values are not recommended for survey control.
 SS0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0631.See file dsdata.txt to determine how the superseded data were derived.
 SS0631
 SS0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT851907(NAD 83)
 SS0631_MARKER: DB = BENCH MARK DISK
 SS0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0631_STAMPING: D 245 1961
 SS0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0631+STABILITY: SURFACE MOTION
 SS0631
 SS0631  HISTORY     - Date     Condition        Report By
 SS0631  HISTORY     - 1961     MONUMENTED       CGS
 SS0631
 SS0631                          STATION DESCRIPTION
 SS0631
 SS0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0631'12.75 MI W FROM CARTER.
 SS0631'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0631'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 1.05 MILE
 SS0631'SOUTH ALONG A COUNTY ROAD, 198 FEET SOUTH OF THE CENTER LINE OF A FARM
 SS0631'ROAD LEADING WEST TO 4 METAL GRAIN BINS, 34 FEET WEST OF THE CENTER
 SS0631'LINE OF THE ROAD, 3 FEET EAST OF A POWER LINE POLE, 1.5 FEET NORTH OF
 SS0631'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 SS0631'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1147 ***********************************************************************
 SS1147  DESIGNATION -  D 246 RESET
 SS1147  PID         -  SS1147
 SS1147  STATE/COUNTY-  MT/TETON
 SS1147  USGS QUAD   -  DUTTON SE (1987)
 SS1147
 SS1147                         *CURRENT SURVEY CONTROL
 SS1147  ___________________________________________________________________
 SS1147* NAD 83(1986)-  47 50 35.     (N)    111 32 13.     (W)     SCALED    
 SS1147* NAVD 88     -      1101.70   (meters)    3614.5    (feet)  RESET     
 SS1147  ___________________________________________________________________
 SS1147  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS1147
 SS1147  VERT ORDER  -  THIRD
 SS1147
 SS1147.The horizontal coordinates were scaled from a topographic map and have
 SS1147.an estimated accuracy of +/- 6 seconds.
 SS1147
 SS1147.The orthometric height was computed from unverified reset data.
 SS1147
 SS1147.The geoid height was determined by GEOID03.
 SS1147
 SS1147;                    North         East    Units  Estimated Accuracy
 SS1147;SPC MT       -   401,240.      447,630.      MT  (+/- 180 meters Scaled)
 SS1147
 SS1147                          SUPERSEDED SURVEY CONTROL
 SS1147
 SS1147.No superseded survey control is available for this station.
 SS1147
 SS1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT598989(NAD 83)
 SS1147_MARKER: DB = BENCH MARK DISK
 SS1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1147_STAMPING: D 246 RESET 1972
 SS1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1147+STABILITY: SURFACE MOTION
 SS1147
 SS1147  HISTORY     - Date     Condition        Report By
 SS1147  HISTORY     - 1972     MONUMENTED       NGS
 SS1147
 SS1147                          STATION DESCRIPTION
 SS1147
 SS1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS1147'8.75 MI E FROM DUTTON.
 SS1147'THE MARK IS 7.7 MILES EAST ALONG STATE HIGHWAY 221 (DIAMOND VALLEY
 SS1147'HIGHWAY) FROM THE INTERSECTION OF S.H. 221 AND U.S. HIGHWAY 91 (I-15),
 SS1147'WHICH IS AT THE SOUTHEAST CORNER OF DUTTON, 1.05 MILES EAST OF BENCH
 SS1147'MARK C-246, 69 FEET SOUTH OF THE CENTER OF THE NEW ROAD, 2 FEET
 SS1147'SOUTHEAST OF A POWER POLE, 2 FEET WEST OF A WITNESS POST, NEAR THE
 SS1147'NORTH EAST CORNER OF SECTION 13, T 24 N, R 1 E, AND ON PROPERTY OWNED
 SS1147'BY BILLIE LOUT STEPHENS.  THE MARK IS A STANDARD DISK SET IN A ROUND
 SS1147'CONCRETE POST WHICH PROJECTS 1 INCH.  NE COR. SECTION 13, T 24 N, R
 SS1147'2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0949 ***********************************************************************
 SS0949  DESIGNATION -  D 247
 SS0949  PID         -  SS0949
 SS0949  STATE/COUNTY-  MT/CASCADE
 SS0949  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0949
 SS0949                         *CURRENT SURVEY CONTROL
 SS0949  ___________________________________________________________________
 SS0949* NAD 83(1986)-  47 20 09.     (N)    111 49 08.     (W)     SCALED    
 SS0949* NAVD 88     -      1113.170  (meters)    3652.13   (feet)  ADJUSTED  
 SS0949  ___________________________________________________________________
 SS0949  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 SS0949  DYNAMIC HT  -        1113.059 (meters)    3651.76  (feet)  COMP
 SS0949  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 SS0949
 SS0949  VERT ORDER  -  SECOND    CLASS 0
 SS0949
 SS0949.The horizontal coordinates were scaled from a topographic map and have
 SS0949.an estimated accuracy of +/- 6 seconds.
 SS0949
 SS0949.The orthometric height was determined by differential leveling
 SS0949.and adjusted by the National Geodetic Survey in June 1991..
 SS0949
 SS0949.The geoid height was determined by GEOID03.
 SS0949
 SS0949.The dynamic height is computed by dividing the NAVD 88
 SS0949.geopotential number by the normal gravity value computed on the
 SS0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0949.degrees latitude (g = 980.6199 gals.).
 SS0949
 SS0949.The modeled gravity was interpolated from observed gravity values.
 SS0949
 SS0949;                    North         East    Units  Estimated Accuracy
 SS0949;SPC MT       -   345,480.      424,870.      MT  (+/- 180 meters Scaled)
 SS0949
 SS0949                          SUPERSEDED SURVEY CONTROL
 SS0949
 SS0949  NGVD 29 (??/??/92) 1112.231  (m)         3649.04   (f) ADJ UNCH    2 0
 SS0949
 SS0949.Superseded values are not recommended for survey control.
 SS0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0949.See file dsdata.txt to determine how the superseded data were derived.
 SS0949
 SS0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT381428(NAD 83)
 SS0949_MARKER: DB = BENCH MARK DISK
 SS0949_SETTING: 66 = SET IN ROCK OUTCROP
 SS0949_SP_SET: OUTCROP
 SS0949_STAMPING: D 247 1961
 SS0949_MARK LOGO: CGS   
 SS0949_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0949+STABILITY: POSITION/ELEVATION WELL
 SS0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS0949+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1996
 SS0949
 SS0949  HISTORY     - Date     Condition        Report By
 SS0949  HISTORY     - 1961     MONUMENTED       CGS
 SS0949  HISTORY     - 19960705 GOOD             NGS
 SS0949
 SS0949                          STATION DESCRIPTION
 SS0949
 SS0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0949'8.95 MI NW FROM CASCADE.
 SS0949'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0949'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0949'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 1.45 MILES SOUTHWEST ALONG
 SS0949'A COUNTY ROAD, 64 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 SS0949'IN THE TOP OF A 4 BY 4 FOOT OUTCROP FLUSH WITH THE GROUND, 16.6 FEET
 SS0949'SOUTH-SOUTHEAST OF A FENCE, 5.2 FEET NORTHWEST OF A WITNESS POST, AND
 SS0949'ABOUT 5 FEET LOWER THAN THE ROAD.
 SS0949
 SS0949                          STATION RECOVERY (1996)
 SS0949
 SS0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 SS0949'6.6 MI (10.6 KM) WEST ALONG MISSION ROAD FROM THE JUNCTION OF
 SS0949'INTERSTATE HIGHWAY 15, EXIT 256 IN CASCADE, TO A FORK AT THE JUNCTION
 SS0949'WITH THE SIMMS-CASCADE ROAD, THEN 1.4 MI (2.3 KM) SOUTH ALONG MISSION
 SS0949'ROAD TO THE MARK ON THE LEFT, 64.0 FT (19.5 M) SOUTH-SOUTHEAST OF THE
 SS0949'CENTER OF THE ROAD, IN THE TOP OF A 4 BY 4 FOOT (1.2 M) OUTCROP FLUSH
 SS0949'WITH THE GROUND, 16.6 FT (5.1 M) SOUTHEAST OF A FENCE, 5.2 FT (1.6 M)
 SS0949'NORTHWEST OF A WITNESS POST, AND ABOUT 5 FEET (1.5 M) LOWER THAN THE
 SS0949'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0300 ***********************************************************************
 ST0300  DESIGNATION -  D 248
 ST0300  PID         -  ST0300
 ST0300  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0300  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0300
 ST0300                         *CURRENT SURVEY CONTROL
 ST0300  ___________________________________________________________________
 ST0300* NAD 83(1986)-  47 28 04.     (N)    112 08 35.     (W)     SCALED    
 ST0300* NAVD 88     -      1209.445  (meters)    3967.99   (feet)  ADJUSTED  
 ST0300  ___________________________________________________________________
 ST0300  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 ST0300  DYNAMIC HT  -        1209.307 (meters)    3967.53  (feet)  COMP
 ST0300  MODELED GRAV-     980,456.9   (mgal)                       NAVD 88
 ST0300
 ST0300  VERT ORDER  -  SECOND    CLASS 0
 ST0300
 ST0300.The horizontal coordinates were scaled from a topographic map and have
 ST0300.an estimated accuracy of +/- 6 seconds.
 ST0300
 ST0300.The orthometric height was determined by differential leveling
 ST0300.and adjusted by the National Geodetic Survey in June 1991..
 ST0300
 ST0300.The geoid height was determined by GEOID03.
 ST0300
 ST0300.The dynamic height is computed by dividing the NAVD 88
 ST0300.geopotential number by the normal gravity value computed on the
 ST0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0300.degrees latitude (g = 980.6199 gals.).
 ST0300
 ST0300.The modeled gravity was interpolated from observed gravity values.
 ST0300
 ST0300;                    North         East    Units  Estimated Accuracy
 ST0300;SPC MT       -   360,910.      400,890.      MT  (+/- 180 meters Scaled)
 ST0300
 ST0300                          SUPERSEDED SURVEY CONTROL
 ST0300
 ST0300  NGVD 29 (??/??/92) 1208.468  (m)         3964.78   (f) ADJ UNCH    2 0
 ST0300
 ST0300.Superseded values are not recommended for survey control.
 ST0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0300.See file dsdata.txt to determine how the superseded data were derived.
 ST0300
 ST0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT138577(NAD 83)
 ST0300_MARKER: DB = BENCH MARK DISK
 ST0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0300_STAMPING: D 248 1961
 ST0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0300+STABILITY: SURFACE MOTION
 ST0300
 ST0300  HISTORY     - Date     Condition        Report By
 ST0300  HISTORY     - 1961     MONUMENTED       CGS
 ST0300
 ST0300                          STATION DESCRIPTION
 ST0300
 ST0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0300'13.0 MI W FROM SIMMS.
 ST0300'10.5 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0300'HIGHWAY 20 AT SIMMS, THENCE 2.5 MILES SOUTH ALONG A COUNTY ROAD, 0.1
 ST0300'MILE NORTH OF A POINT WHERE THE ROAD TURNS EAST, 28 FEET WEST OF THE
 ST0300'CENTER LINE OF THE ROAD, 1.6 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A
 ST0300'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 ST0300'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1180 ***********************************************************************
 SS1180  DESIGNATION -  D 249
 SS1180  PID         -  SS1180
 SS1180  STATE/COUNTY-  MT/CASCADE
 SS1180  USGS QUAD   -  VAUGHN NE (1994)
 SS1180
 SS1180                         *CURRENT SURVEY CONTROL
 SS1180  ___________________________________________________________________
 SS1180* NAD 83(1986)-  47 38 20.     (N)    111 31 40.     (W)     SCALED    
 SS1180* NAVD 88     -      1167.488  (meters)    3830.33   (feet)  ADJUSTED  
 SS1180  ___________________________________________________________________
 SS1180  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SS1180  DYNAMIC HT  -        1167.429 (meters)    3830.14  (feet)  COMP
 SS1180  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 SS1180
 SS1180  VERT ORDER  -  SECOND    CLASS 0
 SS1180
 SS1180.The horizontal coordinates were scaled from a topographic map and have
 SS1180.an estimated accuracy of +/- 6 seconds.
 SS1180
 SS1180.The orthometric height was determined by differential leveling
 SS1180.and adjusted by the National Geodetic Survey in June 1991..
 SS1180
 SS1180.The geoid height was determined by GEOID03.
 SS1180
 SS1180.The dynamic height is computed by dividing the NAVD 88
 SS1180.geopotential number by the normal gravity value computed on the
 SS1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1180.degrees latitude (g = 980.6199 gals.).
 SS1180
 SS1180.The modeled gravity was interpolated from observed gravity values.
 SS1180
 SS1180;                    North         East    Units  Estimated Accuracy
 SS1180;SPC MT       -   378,540.      447,720.      MT  (+/- 180 meters Scaled)
 SS1180
 SS1180                          SUPERSEDED SURVEY CONTROL
 SS1180
 SS1180  NGVD 29 (??/??/92) 1166.579  (m)         3827.35   (f) ADJ UNCH    2 0
 SS1180
 SS1180.Superseded values are not recommended for survey control.
 SS1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1180.See file dsdata.txt to determine how the superseded data were derived.
 SS1180
 SS1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT603763(NAD 83)
 SS1180_MARKER: DB = BENCH MARK DISK
 SS1180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1180_SP_SET: CISTERN
 SS1180_STAMPING: D 249 1961
 SS1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1180
 SS1180  HISTORY     - Date     Condition        Report By
 SS1180  HISTORY     - 1961     MONUMENTED       CGS
 SS1180
 SS1180                          STATION DESCRIPTION
 SS1180
 SS1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1180'IN NEUMAN SCHOOL.
 SS1180'AT NEUMAN SCHOOL, 94 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE
 SS1180'TOP OF THE NORTHEAST CORNER OF AN 8 BY 8 FOOT CONCRETE CISTERN, 21 1/2
 SS1180'FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH ENTRANCE TO SCHOOL, 6
 SS1180'1/2 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 SS1180'BUILDING, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0048 ***********************************************************************
 TH0048  DESIGNATION -  D 250
 TH0048  PID         -  TH0048
 TH0048  STATE/COUNTY-  MT/ROOSEVELT
 TH0048  USGS QUAD   -  RED BANK CREEK (1989)
 TH0048
 TH0048                         *CURRENT SURVEY CONTROL
 TH0048  ___________________________________________________________________
 TH0048* NAD 83(1986)-  48 09 26.     (N)    104 02 44.     (W)     SCALED    
 TH0048* NAVD 88     -       646.824  (meters)    2122.12   (feet)  ADJUSTED  
 TH0048  ___________________________________________________________________
 TH0048  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TH0048  DYNAMIC HT  -         646.891 (meters)    2122.34  (feet)  COMP
 TH0048  MODELED GRAV-     980,693.2   (mgal)                       NAVD 88
 TH0048
 TH0048  VERT ORDER  -  SECOND    CLASS 0
 TH0048
 TH0048.The horizontal coordinates were scaled from a topographic map and have
 TH0048.an estimated accuracy of +/- 6 seconds.
 TH0048
 TH0048.The orthometric height was determined by differential leveling
 TH0048.and adjusted by the National Geodetic Survey in June 1991..
 TH0048
 TH0048.The geoid height was determined by GEOID03.
 TH0048
 TH0048.The dynamic height is computed by dividing the NAVD 88
 TH0048.geopotential number by the normal gravity value computed on the
 TH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0048.degrees latitude (g = 980.6199 gals.).
 TH0048
 TH0048.The modeled gravity was interpolated from observed gravity values.
 TH0048
 TH0048;                    North         East    Units  Estimated Accuracy
 TH0048;SPC MT       -   448,290.    1,005,310.      MT  (+/- 180 meters Scaled)
 TH0048
 TH0048                          SUPERSEDED SURVEY CONTROL
 TH0048
 TH0048  NGVD 29 (??/??/92)  646.28   (m)         2120.3    (f) COMPUTED    2 0
 TH0048
 TH0048.Superseded values are not recommended for survey control.
 TH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0048.See file dsdata.txt to determine how the superseded data were derived.
 TH0048
 TH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP709342(NAD 83)
 TH0048_MARKER: DB = BENCH MARK DISK
 TH0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0048_STAMPING: D-250 1935
 TH0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0048+STABILITY: SURFACE MOTION
 TH0048
 TH0048  HISTORY     - Date     Condition        Report By
 TH0048  HISTORY     - 1935     MONUMENTED       CGS
 TH0048
 TH0048                          STATION DESCRIPTION
 TH0048
 TH0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0048'9.1 MI NE FROM BAINVILLE.
 TH0048'9.1 MI NE OF DEPOT ALONG U.S. HIGHWAY NO. 2. 0.78 MILES WEST FROM THE
 TH0048'MONTANA-NORTH DAKOTA LINE. 1.64 MILES ALONG ROAD ANGLING NORTH AND
 TH0048'EAST TO THE BOUNDARY.  SET AT CORNER WHERE THE ROAD FROM THE WEST
 TH0048'TURNS NORTH ALONG THE LINE.  12 FEET NORTH, THENCE 26 FEET WEST OF
 TH0048'CENTERLINE OF THE ROAD FROM POINT OF CURVE, 12 FEET WEST, THENCE 2
 TH0048'FEET SOUTH OF RIGHT-OF-WAY FENCE CORNER.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0033 ***********************************************************************
 TH0033  DESIGNATION -  D 251
 TH0033  PID         -  TH0033
 TH0033  STATE/COUNTY-  MT/SHERIDAN
 TH0033  USGS QUAD   -  BRUSH LAKE (1988)
 TH0033
 TH0033                         *CURRENT SURVEY CONTROL
 TH0033  ___________________________________________________________________
 TH0033* NAD 83(1986)-  48 33 47.     (N)    104 02 53.     (W)     SCALED    
 TH0033* NAVD 88     -       609.627  (meters)    2000.08   (feet)  ADJUSTED  
 TH0033  ___________________________________________________________________
 TH0033  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 TH0033  DYNAMIC HT  -         609.722 (meters)    2000.40  (feet)  COMP
 TH0033  MODELED GRAV-     980,746.4   (mgal)                       NAVD 88
 TH0033
 TH0033  VERT ORDER  -  SECOND    CLASS 0
 TH0033
 TH0033.The horizontal coordinates were scaled from a topographic map and have
 TH0033.an estimated accuracy of +/- 6 seconds.
 TH0033
 TH0033.The orthometric height was determined by differential leveling
 TH0033.and adjusted by the National Geodetic Survey in June 1991..
 TH0033
 TH0033.The geoid height was determined by GEOID03.
 TH0033
 TH0033.The dynamic height is computed by dividing the NAVD 88
 TH0033.geopotential number by the normal gravity value computed on the
 TH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0033.degrees latitude (g = 980.6199 gals.).
 TH0033
 TH0033.The modeled gravity was interpolated from observed gravity values.
 TH0033
 TH0033;                    North         East    Units  Estimated Accuracy
 TH0033;SPC MT       -   493,280.    1,001,990.      MT  (+/- 180 meters Scaled)
 TH0033
 TH0033                          SUPERSEDED SURVEY CONTROL
 TH0033
 TH0033  NGVD 29 (??/??/92)  609.123  (m)         1998.43   (f) ADJ UNCH    2 0
 TH0033
 TH0033.Superseded values are not recommended for survey control.
 TH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0033.See file dsdata.txt to determine how the superseded data were derived.
 TH0033
 TH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP702793(NAD 83)
 TH0033_MARKER: DB = BENCH MARK DISK
 TH0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0033_STAMPING: D-251 1935
 TH0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0033+STABILITY: SURFACE MOTION
 TH0033
 TH0033  HISTORY     - Date     Condition        Report By
 TH0033  HISTORY     - 1935     MONUMENTED       CGS
 TH0033
 TH0033                          STATION DESCRIPTION
 TH0033
 TH0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0033'9.4 MI SW FROM GRENORA, ND.
 TH0033'9.4 MI SW OF THE DEPOT.  ALONG THE MONTANA-NORTH DAKOTA LINE.  AT
 TH0033'SOUTH EAST CORNER.  OF SEC. 36, T-33, R-59.  AT JUNCTION OF T-ROAD
 TH0033'WEST WITH BOUNDARY LINE ROAD.  SET 36 FEET WEST, THENCE 33 FEET NORTH
 TH0033'OF CENTERLINE OF THE JUNCTION.  12 FEET WEST, THENCE 2 FEET SOUTH OF
 TH0033'RIGHT-OF-WAY FENCE CORNER.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0227 ***********************************************************************
 SP0227  DESIGNATION -  D 252
 SP0227  PID         -  SP0227
 SP0227  STATE/COUNTY-  MT/MCCONE
 SP0227  USGS QUAD   -  NORTH FORK HORSE CREEK (1983)
 SP0227
 SP0227                         *CURRENT SURVEY CONTROL
 SP0227  ___________________________________________________________________
 SP0227* NAD 83(1986)-  47 33 28.     (N)    105 50 01.     (W)     SCALED    
 SP0227* NAVD 88     -       840.119  (meters)    2756.29   (feet)  ADJUSTED  
 SP0227  ___________________________________________________________________
 SP0227  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SP0227  DYNAMIC HT  -         840.144 (meters)    2756.37  (feet)  COMP
 SP0227  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 SP0227
 SP0227  VERT ORDER  -  SECOND    CLASS 0
 SP0227
 SP0227.The horizontal coordinates were scaled from a topographic map and have
 SP0227.an estimated accuracy of +/- 6 seconds.
 SP0227
 SP0227.The orthometric height was determined by differential leveling
 SP0227.and adjusted by the National Geodetic Survey in June 1991..
 SP0227
 SP0227.The geoid height was determined by GEOID03.
 SP0227
 SP0227.The dynamic height is computed by dividing the NAVD 88
 SP0227.geopotential number by the normal gravity value computed on the
 SP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0227.degrees latitude (g = 980.6199 gals.).
 SP0227
 SP0227.The modeled gravity was interpolated from observed gravity values.
 SP0227
 SP0227;                    North         East    Units  Estimated Accuracy
 SP0227;SPC MT       -   374,010.      875,680.      MT  (+/- 180 meters Scaled)
 SP0227
 SP0227                          SUPERSEDED SURVEY CONTROL
 SP0227
 SP0227  NGVD 29 (??/??/92)  839.493  (m)         2754.24   (f) ADJ UNCH    2 0
 SP0227
 SP0227.Superseded values are not recommended for survey control.
 SP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0227.See file dsdata.txt to determine how the superseded data were derived.
 SP0227
 SP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN372674(NAD 83)
 SP0227_MARKER: DB = BENCH MARK DISK
 SP0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0227_STAMPING: D 252 1935
 SP0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0227+STABILITY: SURFACE MOTION
 SP0227
 SP0227  HISTORY     - Date     Condition        Report By
 SP0227  HISTORY     - 1935     MONUMENTED       CGS
 SP0227  HISTORY     - 1977     GOOD             USGS
 SP0227
 SP0227                          STATION DESCRIPTION
 SP0227
 SP0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0227'7.3 MI SE FROM WELDON.
 SP0227'7.3 MILES SOUTHEAST ALONG THE CIRCLE ROAD FROM THE POST OFFICE AT
 SP0227'WELDON, MCCONE COUNTY, AT THE SOUTHEAST CORNER OF SEC. 20, T 21 N., R.
 SP0227'46 E., AT A CURVE AND THE JUNCTION OF A TRAIL LEADING WEST, 84 FEET
 SP0227'SOUTHWEST OF THE CENTERLINE OF THE ROAD FROM POINT OF CURVE, 27 FEET
 SP0227'NORTH OF THE CENTERLINE OF THE TRAIL, 9 FEET NORTH OF A FENCE CORNER,
 SP0227'2-1/2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET HIGHER THAN THE
 SP0227'ROAD.  A STANDARD DISK, STAMPED D 252 1935 AND SET IN THE TOP OF A
 SP0227'CONCRETE POST.
 SP0227
 SP0227                          STATION RECOVERY (1977)
 SP0227
 SP0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0227'5.6 MI. SE ALONG THE CIRCLE ROAD FROM WELDON JCT., THENCE 0.7 MI.
 SP0227'WEST ALONG A PRIVATE ROAD, AT THE SE CORNER OF SEC. 20, T. 21 N., R.
 SP0227'46 E., 53 FT. NORTH OF C/L ROAD, 35 FT. WEST OF A FENCE NORTH, 313
 SP0227'FT. LOWER THAN THE ROAD. A STANDARD DISK STAMPED D 252 1935 AND SET
 SP0227'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0059 ***********************************************************************
 SQ0059  DESIGNATION -  D 253
 SQ0059  PID         -  SQ0059
 SQ0059  STATE/COUNTY-  MT/MCCONE
 SQ0059  USGS QUAD   -  CROW SPRINGS (1973)
 SQ0059
 SQ0059                         *CURRENT SURVEY CONTROL
 SQ0059  ___________________________________________________________________
 SQ0059* NAD 83(1986)-  47 44 32.     (N)    106 05 59.     (W)     SCALED    
 SQ0059* NAVD 88     -       766.553  (meters)    2514.93   (feet)  ADJUSTED  
 SQ0059  ___________________________________________________________________
 SQ0059  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SQ0059  DYNAMIC HT  -         766.599 (meters)    2515.08  (feet)  COMP
 SQ0059  MODELED GRAV-     980,645.9   (mgal)                       NAVD 88
 SQ0059
 SQ0059  VERT ORDER  -  SECOND    CLASS 0
 SQ0059
 SQ0059.The horizontal coordinates were scaled from a topographic map and have
 SQ0059.an estimated accuracy of +/- 6 seconds.
 SQ0059
 SQ0059.The orthometric height was determined by differential leveling
 SQ0059.and adjusted by the National Geodetic Survey in June 1991..
 SQ0059
 SQ0059.The geoid height was determined by GEOID03.
 SQ0059
 SQ0059.The dynamic height is computed by dividing the NAVD 88
 SQ0059.geopotential number by the normal gravity value computed on the
 SQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0059.degrees latitude (g = 980.6199 gals.).
 SQ0059
 SQ0059.The modeled gravity was interpolated from observed gravity values.
 SQ0059
 SQ0059;                    North         East    Units  Estimated Accuracy
 SQ0059;SPC MT       -   393,580.      854,790.      MT  (+/- 180 meters Scaled)
 SQ0059
 SQ0059                          SUPERSEDED SURVEY CONTROL
 SQ0059
 SQ0059  NGVD 29 (??/??/92)  765.932  (m)         2512.90   (f) ADJ UNCH    2 0
 SQ0059
 SQ0059.Superseded values are not recommended for survey control.
 SQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0059.See file dsdata.txt to determine how the superseded data were derived.
 SQ0059
 SQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN175882(NAD 83)
 SQ0059_MARKER: DB = BENCH MARK DISK
 SQ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0059_STAMPING: D 253 1935
 SQ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0059+STABILITY: SURFACE MOTION
 SQ0059
 SQ0059  HISTORY     - Date     Condition        Report By
 SQ0059  HISTORY     - 1935     MONUMENTED       CGS
 SQ0059  HISTORY     - 1973     MARK NOT FOUND   USGS
 SQ0059
 SQ0059                          STATION DESCRIPTION
 SQ0059
 SQ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0059'16.7 MI NW FROM WELDON.
 SQ0059'16.7 MILES NORTHWEST ALONG THE HAXBY ROAD AND TRAIL FROM THE POST
 SQ0059'OFFICE AT WELDON, MCCONE COUNTY, AT THE JUNCTION OF A TRAIL LEADING
 SQ0059'NORTHWEST, NEAR A HILL, 135 FEET WEST OF THE CENTER OF THE JUNCTION,
 SQ0059'51 FEET SOUTH OF THE CENTERLINE OF THE TRAIL LEADING NORTHWEST, 12
 SQ0059'FEET SOUTH OF THE CENTERLINE OF THE HAXBY TRAIL, AND 1 FOOT HIGHER
 SQ0059'THAN THE TRAIL.  A STANDARD DISK, STAMPED D 253 1935 AND SET IN THE
 SQ0059'TOP OF A CONCRETE POST.
 SQ0059
 SQ0059                          STATION RECOVERY (1973)
 SQ0059
 SQ0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0321 ***********************************************************************
 TJ0321  DESIGNATION -  D 254
 TJ0321  PID         -  TJ0321
 TJ0321  STATE/COUNTY-  MT/PHILLIPS
 TJ0321  USGS QUAD   -  SACO (1984)
 TJ0321
 TJ0321                         *CURRENT SURVEY CONTROL
 TJ0321  ___________________________________________________________________
 TJ0321* NAD 83(1986)-  48 23 38.     (N)    107 18 06.     (W)     SCALED    
 TJ0321* NAVD 88     -       675.470  (meters)    2216.10   (feet)  ADJUSTED  
 TJ0321  ___________________________________________________________________
 TJ0321  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 TJ0321  DYNAMIC HT  -         675.569 (meters)    2216.43  (feet)  COMP
 TJ0321  MODELED GRAV-     980,735.6   (mgal)                       NAVD 88
 TJ0321
 TJ0321  VERT ORDER  -  SECOND    CLASS 0
 TJ0321
 TJ0321.The horizontal coordinates were scaled from a topographic map and have
 TJ0321.an estimated accuracy of +/- 6 seconds.
 TJ0321
 TJ0321.The orthometric height was determined by differential leveling
 TJ0321.and adjusted by the National Geodetic Survey in June 1991..
 TJ0321
 TJ0321.The geoid height was determined by GEOID03.
 TJ0321
 TJ0321.The dynamic height is computed by dividing the NAVD 88
 TJ0321.geopotential number by the normal gravity value computed on the
 TJ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0321.degrees latitude (g = 980.6199 gals.).
 TJ0321
 TJ0321.The modeled gravity was interpolated from observed gravity values.
 TJ0321
 TJ0321;                    North         East    Units  Estimated Accuracy
 TJ0321;SPC MT       -   462,760.      762,730.      MT  (+/- 180 meters Scaled)
 TJ0321
 TJ0321                          SUPERSEDED SURVEY CONTROL
 TJ0321
 TJ0321  NGVD 29 (??/??/92)  674.788  (m)         2213.87   (f) ADJ UNCH    2 0
 TJ0321
 TJ0321.Superseded values are not recommended for survey control.
 TJ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0321.See file dsdata.txt to determine how the superseded data were derived.
 TJ0321
 TJ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP296626(NAD 83)
 TJ0321_MARKER: DB = BENCH MARK DISK
 TJ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0321_STAMPING: D 254 1935
 TJ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0321+STABILITY: SURFACE MOTION
 TJ0321
 TJ0321  HISTORY     - Date     Condition        Report By
 TJ0321  HISTORY     - 1935     MONUMENTED       CGS
 TJ0321  HISTORY     - 1948     GOOD             NGS
 TJ0321  HISTORY     - 1981     GOOD             LOCSUR
 TJ0321
 TJ0321                          STATION DESCRIPTION
 TJ0321
 TJ0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0321'5.6 MI S FROM SACO.
 TJ0321'5.6 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0321'RAILWAY STATION AT SACO, AT A T ROAD JUNCTION, 72.0 FEET WEST OF THE
 TJ0321'CENTER LINE OF A NORTH-SOUTH ROAD, 28.2 FEET NORTH OF THE NORTH END
 TJ0321'OF A WIRE GATE ACROSS A PRIVATE ROAD LEADING WEST TO A POLE CORRAL,
 TJ0321'24.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST,
 TJ0321'1.5 FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, AND SET
 TJ0321'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0321'NOTE-- THE ORIGINAL POST WHICH WAS SET IN 1935 BUT NOT LEVELED OVER
 TJ0321'WAS FOUND TO BE BROKEN OFF JUST BELOW THE SURFACE OF THE GROUND.  THE
 TJ0321'DISK WAS RECOVERED AND SET IN A NEW POST NEAR THE SITE OF THE
 TJ0321'ORIGINAL MARK.
 TJ0321
 TJ0321                          STATION RECOVERY (1981)
 TJ0321
 TJ0321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TJ0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0345 ***********************************************************************
 TJ0345  DESIGNATION -  D 255
 TJ0345  PID         -  TJ0345
 TJ0345  STATE/COUNTY-  MT/VALLEY
 TJ0345  USGS QUAD   -  CRAIG RESERVOIR (1984)
 TJ0345
 TJ0345                         *CURRENT SURVEY CONTROL
 TJ0345  ___________________________________________________________________
 TJ0345* NAD 83(1986)-  48 05 06.     (N)    107 20 46.     (W)     SCALED    
 TJ0345* NAVD 88     -       731.617  (meters)    2400.31   (feet)  ADJUSTED  
 TJ0345  ___________________________________________________________________
 TJ0345  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 TJ0345  DYNAMIC HT  -         731.687 (meters)    2400.54  (feet)  COMP
 TJ0345  MODELED GRAV-     980,681.5   (mgal)                       NAVD 88
 TJ0345
 TJ0345  VERT ORDER  -  SECOND    CLASS 0
 TJ0345
 TJ0345.The horizontal coordinates were scaled from a topographic map and have
 TJ0345.an estimated accuracy of +/- 6 seconds.
 TJ0345
 TJ0345.The orthometric height was determined by differential leveling
 TJ0345.and adjusted by the National Geodetic Survey in June 1991..
 TJ0345
 TJ0345.The geoid height was determined by GEOID03.
 TJ0345
 TJ0345.The dynamic height is computed by dividing the NAVD 88
 TJ0345.geopotential number by the normal gravity value computed on the
 TJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0345.degrees latitude (g = 980.6199 gals.).
 TJ0345
 TJ0345.The modeled gravity was interpolated from observed gravity values.
 TJ0345
 TJ0345;                    North         East    Units  Estimated Accuracy
 TJ0345;SPC MT       -   428,350.      760,380.      MT  (+/- 180 meters Scaled)
 TJ0345
 TJ0345                          SUPERSEDED SURVEY CONTROL
 TJ0345
 TJ0345  NGVD 29 (??/??/92)  730.919  (m)         2398.02   (f) ADJ UNCH    2 0
 TJ0345
 TJ0345.Superseded values are not recommended for survey control.
 TJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0345.See file dsdata.txt to determine how the superseded data were derived.
 TJ0345
 TJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP252284(NAD 83)
 TJ0345_MARKER: DB = BENCH MARK DISK
 TJ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0345_STAMPING: D 255 1935
 TJ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0345+STABILITY: SURFACE MOTION
 TJ0345
 TJ0345  HISTORY     - Date     Condition        Report By
 TJ0345  HISTORY     - 1935     MONUMENTED       CGS
 TJ0345  HISTORY     - 1948     GOOD             NGS
 TJ0345  HISTORY     - 1978     GOOD             USGS
 TJ0345
 TJ0345                          STATION DESCRIPTION
 TJ0345
 TJ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0345'29.55 MI S FROM SACO.
 TJ0345'29.55 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0345'RAILWAY STATION AT SACO, 33.0 FEET WEST OF AND 0.5 FOOT HIGHER THAN
 TJ0345'THE CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF A REFERENCE POST AND
 TJ0345'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 TJ0345'GROUND.
 TJ0345
 TJ0345                          STATION RECOVERY (1978)
 TJ0345
 TJ0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TJ0345'29.0 MI. S. ALONG THE LARB CREEK RD. FROM SACO TO AN OLD ROAD GRADE,
 TJ0345'THEN 0.5 MI. S. ALONG OLD GRADE TO THE BENCH MARK. THE MARK IS ABOUT
 TJ0345'1000 FT. SE OF THE MAIN RD., 670 FT. N. OF A Y-INT. AND 39 FT. W. OF
 TJ0345'THE C/L OF THE OLD GRADE. A STANDARD TABLET SET IN THE TOP OF A
 TJ0345'CONCRETE POST PROJECTING 0.5 FT. AND STAMPED D 255 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0413 ***********************************************************************
 SQ0413  DESIGNATION -  D 256
 SQ0413  PID         -  SQ0413
 SQ0413  STATE/COUNTY-  MT/PHILLIPS
 SQ0413  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0413
 SQ0413                         *CURRENT SURVEY CONTROL
 SQ0413  ___________________________________________________________________
 SQ0413* NAD 83(1986)-  47 55 03.     (N)    107 39 25.     (W)     SCALED    
 SQ0413* NAVD 88     -       726.683  (meters)    2384.13   (feet)  ADJUSTED  
 SQ0413  ___________________________________________________________________
 SQ0413  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 SQ0413  DYNAMIC HT  -         726.726 (meters)    2384.27  (feet)  COMP
 SQ0413  MODELED GRAV-     980,646.6   (mgal)                       NAVD 88
 SQ0413
 SQ0413  VERT ORDER  -  SECOND    CLASS 0
 SQ0413
 SQ0413.The horizontal coordinates were scaled from a topographic map and have
 SQ0413.an estimated accuracy of +/- 6 seconds.
 SQ0413
 SQ0413.The orthometric height was determined by differential leveling
 SQ0413.and adjusted by the National Geodetic Survey in June 1991..
 SQ0413
 SQ0413.The geoid height was determined by GEOID03.
 SQ0413
 SQ0413.The dynamic height is computed by dividing the NAVD 88
 SQ0413.geopotential number by the normal gravity value computed on the
 SQ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0413.degrees latitude (g = 980.6199 gals.).
 SQ0413
 SQ0413.The modeled gravity was interpolated from observed gravity values.
 SQ0413
 SQ0413;                    North         East    Units  Estimated Accuracy
 SQ0413;SPC MT       -   409,150.      737,680.      MT  (+/- 180 meters Scaled)
 SQ0413
 SQ0413                          SUPERSEDED SURVEY CONTROL
 SQ0413
 SQ0413  NGVD 29 (??/??/92)  725.954  (m)         2381.73   (f) ADJ UNCH    2 0
 SQ0413
 SQ0413.Superseded values are not recommended for survey control.
 SQ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0413.See file dsdata.txt to determine how the superseded data were derived.
 SQ0413
 SQ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP014105(NAD 83)
 SQ0413_MARKER: DB = BENCH MARK DISK
 SQ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0413_STAMPING: D 256 1935
 SQ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0413+STABILITY: SURFACE MOTION
 SQ0413
 SQ0413  HISTORY     - Date     Condition        Report By
 SQ0413  HISTORY     - 1935     MONUMENTED       CGS
 SQ0413  HISTORY     - 1948     GOOD             NGS
 SQ0413
 SQ0413                          STATION DESCRIPTION
 SQ0413
 SQ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0413'9.6 MI SW FROM CONTENT.
 SQ0413'9.6 MILES SOUTHWEST ALONG A DIRT ROAD LEADING FROM THE ABANDONED POST
 SQ0413'OFFICE AT CONTENT TO SUN PRAIRIE, 0.9 MILE NORTHEAST OF A T ROAD
 SQ0413'JUNCTION, 0.2 MILE SOUTHWEST OF A LONE COTTONWOOD TREE, AT A 45 DEGREE
 SQ0413'CURVE IN THE ROAD, 19.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 5.7
 SQ0413'FEET WEST OF A FENCE CORNER, 3.0 FEET WEST OF A WITNESS POST, 2.3 FEET
 SQ0413'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 SQ0413'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0170 ***********************************************************************
 SP0170  DESIGNATION -  D 257
 SP0170  PID         -  SP0170
 SP0170  STATE/COUNTY-  MT/DAWSON
 SP0170  USGS QUAD   -  UNION SCHOOL (1983)
 SP0170
 SP0170                         *CURRENT SURVEY CONTROL
 SP0170  ___________________________________________________________________
 SP0170* NAD 83(1986)-  47 12 38.     (N)    105 17 59.     (W)     SCALED    
 SP0170* NAVD 88     -       892.240  (meters)    2927.29   (feet)  ADJUSTED  
 SP0170  ___________________________________________________________________
 SP0170  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 SP0170  DYNAMIC HT  -         892.218 (meters)    2927.22  (feet)  COMP
 SP0170  MODELED GRAV-     980,557.6   (mgal)                       NAVD 88
 SP0170
 SP0170  VERT ORDER  -  SECOND    CLASS 0
 SP0170
 SP0170.The horizontal coordinates were scaled from a topographic map and have
 SP0170.an estimated accuracy of +/- 6 seconds.
 SP0170
 SP0170.The orthometric height was determined by differential leveling
 SP0170.and adjusted by the National Geodetic Survey in June 1991..
 SP0170
 SP0170.The geoid height was determined by GEOID03.
 SP0170
 SP0170.The dynamic height is computed by dividing the NAVD 88
 SP0170.geopotential number by the normal gravity value computed on the
 SP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0170.degrees latitude (g = 980.6199 gals.).
 SP0170
 SP0170.The modeled gravity was interpolated from observed gravity values.
 SP0170
 SP0170;                    North         East    Units  Estimated Accuracy
 SP0170;SPC MT       -   337,500.      917,860.      MT  (+/- 180 meters Scaled)
 SP0170
 SP0170                          SUPERSEDED SURVEY CONTROL
 SP0170
 SP0170  NGVD 29 (??/??/92)  891.621  (m)         2925.26   (f) ADJ UNCH    2 0
 SP0170
 SP0170.Superseded values are not recommended for survey control.
 SP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0170.See file dsdata.txt to determine how the superseded data were derived.
 SP0170
 SP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN773286(NAD 83)
 SP0170_MARKER: DB = BENCH MARK DISK
 SP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0170_STAMPING: D-257 1935
 SP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0170+STABILITY: SURFACE MOTION
 SP0170
 SP0170  HISTORY     - Date     Condition        Report By
 SP0170  HISTORY     - 1935     MONUMENTED       CGS
 SP0170  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0170
 SP0170                          STATION DESCRIPTION
 SP0170
 SP0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0170'8.3 MI NW FROM LINDSAY.
 SP0170'ALONG ROADS.  0.8 MILES NORTH WEST OF LINDSAY, THENCE 6.48 MILES WEST,
 SP0170'THENCE 1.0 MILES SOUTH.  30 FEET WEST OF CENTERLINE OF T-ROAD WEST,
 SP0170'THENCE 54 FEET WEST OF CENTERLINE OF THE ROAD.  3 FEET SOUTH OF
 SP0170'RIGHT-OF-WAY FENCE WEST.  1 FOOT ABOVE LEVEL OF THE ROAD.
 SP0170
 SP0170                          STATION RECOVERY (1977)
 SP0170
 SP0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0355 ***********************************************************************
 RT0355  DESIGNATION -  D 258
 RT0355  PID         -  RT0355
 RT0355  STATE/COUNTY-  MT/PRAIRIE
 RT0355  USGS QUAD   -  SOUTH FORK RESERVOIR (1972)
 RT0355
 RT0355                         *CURRENT SURVEY CONTROL
 RT0355  ___________________________________________________________________
 RT0355* NAD 83(1986)-  46 54 16.     (N)    105 42 56.     (W)     SCALED    
 RT0355* NAVD 88     -       871.458  (meters)    2859.11   (feet)  ADJUSTED  
 RT0355  ___________________________________________________________________
 RT0355  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RT0355  DYNAMIC HT  -         871.415 (meters)    2858.97  (feet)  COMP
 RT0355  MODELED GRAV-     980,534.7   (mgal)                       NAVD 88
 RT0355
 RT0355  VERT ORDER  -  SECOND    CLASS 0
 RT0355
 RT0355.The horizontal coordinates were scaled from a topographic map and have
 RT0355.an estimated accuracy of +/- 6 seconds.
 RT0355
 RT0355.The orthometric height was determined by differential leveling
 RT0355.and adjusted by the National Geodetic Survey in June 1991..
 RT0355
 RT0355.The geoid height was determined by GEOID03.
 RT0355
 RT0355.The dynamic height is computed by dividing the NAVD 88
 RT0355.geopotential number by the normal gravity value computed on the
 RT0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0355.degrees latitude (g = 980.6199 gals.).
 RT0355
 RT0355.The modeled gravity was interpolated from observed gravity values.
 RT0355
 RT0355;                    North         East    Units  Estimated Accuracy
 RT0355;SPC MT       -   301,920.      888,060.      MT  (+/- 180 meters Scaled)
 RT0355
 RT0355                          SUPERSEDED SURVEY CONTROL
 RT0355
 RT0355  NGVD 29 (??/??/92)  870.833  (m)         2857.06   (f) ADJ UNCH    2 0
 RT0355
 RT0355.Superseded values are not recommended for survey control.
 RT0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0355.See file dsdata.txt to determine how the superseded data were derived.
 RT0355
 RT0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM455947(NAD 83)
 RT0355_MARKER: DB = BENCH MARK DISK
 RT0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0355_STAMPING: D 258 1935
 RT0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0355+STABILITY: SURFACE MOTION
 RT0355
 RT0355  HISTORY     - Date     Condition        Report By
 RT0355  HISTORY     - 1935     MONUMENTED       CGS
 RT0355  HISTORY     - 1972     GOOD             USGS
 RT0355
 RT0355                          STATION DESCRIPTION
 RT0355
 RT0355'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0355'25.6 MI NW FROM TERRY.
 RT0355'TO REACH FROM THE INTERSECTION OF STATE ROUTE 253 AND BURLINGTON
 RT0355'NORTHERN RR AT EAST END OF TERRY, MT., PROCEED N. 10.30 MILES ON HWY
 RT0355'253 TO T-RD W. (CHERRY CREEK ROAD).  THENCE W. ON CHERRY CREEK ROAD
 RT0355'14.15 MILES TO T-RD N.  THENCE WEST 0.48 MILES TO A T-FENCE NNE ON
 RT0355'RIGHT (NORTH) SIDE OF RD.  BM IS 6 FT. E OF FENCE CORNER AND 2 FT N OF
 RT0355'ROW FENCE.  STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0044 ***********************************************************************
 RT0044  DESIGNATION -  D 259
 RT0044  PID         -  RT0044
 RT0044  STATE/COUNTY-  MT/FALLON
 RT0044  USGS QUAD   -  CAP ROCK (1981)
 RT0044
 RT0044                         *CURRENT SURVEY CONTROL
 RT0044  ___________________________________________________________________
 RT0044* NAD 83(1986)-  46 37 36.     (N)    104 21 55.     (W)     SCALED    
 RT0044* NAVD 88     -       873.279  (meters)    2865.08   (feet)  ADJUSTED  
 RT0044  ___________________________________________________________________
 RT0044  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 RT0044  DYNAMIC HT  -         873.238 (meters)    2864.95  (feet)  COMP
 RT0044  MODELED GRAV-     980,536.4   (mgal)                       NAVD 88
 RT0044
 RT0044  VERT ORDER  -  SECOND    CLASS 0
 RT0044
 RT0044.The horizontal coordinates were scaled from a topographic map and have
 RT0044.an estimated accuracy of +/- 6 seconds.
 RT0044
 RT0044.The orthometric height was determined by differential leveling
 RT0044.and adjusted by the National Geodetic Survey in June 1991..
 RT0044
 RT0044.The geoid height was determined by GEOID03.
 RT0044
 RT0044.The dynamic height is computed by dividing the NAVD 88
 RT0044.geopotential number by the normal gravity value computed on the
 RT0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0044.degrees latitude (g = 980.6199 gals.).
 RT0044
 RT0044.The modeled gravity was interpolated from observed gravity values.
 RT0044
 RT0044;                    North         East    Units  Estimated Accuracy
 RT0044;SPC MT       -   276,980.      992,730.      MT  (+/- 180 meters Scaled)
 RT0044
 RT0044                          SUPERSEDED SURVEY CONTROL
 RT0044
 RT0044  NGVD 29 (??/??/92)  872.673  (m)         2863.09   (f) ADJ UNCH    2 0
 RT0044
 RT0044.Superseded values are not recommended for survey control.
 RT0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0044.See file dsdata.txt to determine how the superseded data were derived.
 RT0044
 RT0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM485638(NAD 83)
 RT0044_MARKER: DB = BENCH MARK DISK
 RT0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0044_STAMPING: D 259 1935
 RT0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0044+STABILITY: SURFACE MOTION
 RT0044
 RT0044  HISTORY     - Date     Condition        Report By
 RT0044  HISTORY     - 1935     MONUMENTED       CGS
 RT0044  HISTORY     - 1976     GOOD             USGS
 RT0044
 RT0044                          STATION DESCRIPTION
 RT0044
 RT0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0044'19.7 MI SW FROM CARLYLE.
 RT0044'IN FALLON COUNTY, 7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE,
 RT0044'WIBAUX COUNTY, 2 MILES NORTH, 3 MILES WEST, 3 MILES SOUTH, 1 MILE
 RT0044'WEST, AND 3.3 MILES SOUTHWEST ALONG ROADS.  3/4 MILE SOUTHEAST OF A
 RT0044'HIGH CHALK BUTTE, 1/2 MILE SOUTHEAST OF A RANCH HOUSE, 300 FEET
 RT0044'NORTHEAST OF A COULEE, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6
 RT0044'FEET INSIDE OF RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE
 RT0044'ROAD.  A STANDARD DISK, STAMPED D 259 1935 AND SET IN THE TOP OF A
 RT0044'CONCRETE POST.
 RT0044
 RT0044                          STATION RECOVERY (1976)
 RT0044
 RT0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0044'17.2 MI N FROM BAKER ALONG STATE HWY 7 TO COUNTY RD LEFT, THENCE 8.0
 RT0044'MI W ALONG COUNTY RD TO CABIN CREEK. 0.5 MI E OF AN ABANDONED SCHOOL
 RT0044'AT A T-RD E, AND 46 FT S OF COUNTY RD. A STD DISK, STAMPED D 259
 RT0044'1934, SET IN A CONC POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0222 ***********************************************************************
 TL0222  DESIGNATION -  D 26
 TL0222  PID         -  TL0222
 TL0222  STATE/COUNTY-  MT/LIBERTY
 TL0222  USGS QUAD   -  TIBER (1962)
 TL0222
 TL0222                         *CURRENT SURVEY CONTROL
 TL0222  ___________________________________________________________________
 TL0222* NAD 83(1986)-  48 30 39.     (N)    111 01 31.     (W)     SCALED    
 TL0222* NAVD 88     -       979.805  (meters)    3214.58   (feet)  ADJUSTED  
 TL0222  ___________________________________________________________________
 TL0222  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 TL0222  DYNAMIC HT  -         979.889 (meters)    3214.85  (feet)  COMP
 TL0222  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 TL0222
 TL0222  VERT ORDER  -  FIRST     CLASS II
 TL0222
 TL0222.The horizontal coordinates were scaled from a topographic map and have
 TL0222.an estimated accuracy of +/- 6 seconds.
 TL0222
 TL0222.The orthometric height was determined by differential leveling
 TL0222.and adjusted by the National Geodetic Survey in June 1991..
 TL0222
 TL0222.The geoid height was determined by GEOID03.
 TL0222
 TL0222.The dynamic height is computed by dividing the NAVD 88
 TL0222.geopotential number by the normal gravity value computed on the
 TL0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0222.degrees latitude (g = 980.6199 gals.).
 TL0222
 TL0222.The modeled gravity was interpolated from observed gravity values.
 TL0222
 TL0222;                    North         East    Units  Estimated Accuracy
 TL0222;SPC MT       -   474,570.      487,340.      MT  (+/- 180 meters Scaled)
 TL0222
 TL0222                          SUPERSEDED SURVEY CONTROL
 TL0222
 TL0222  NGVD 29 (??/??/92)  978.870  (m)         3211.51   (f) ADJ UNCH    1 2
 TL0222
 TL0222.Superseded values are not recommended for survey control.
 TL0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0222.See file dsdata.txt to determine how the superseded data were derived.
 TL0222
 TL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU981730(NAD 83)
 TL0222_MARKER: DB = BENCH MARK DISK
 TL0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0222_STAMPING: 3211.509
 TL0222_PROJECTION: FLUSH
 TL0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0222+STABILITY: SURFACE MOTION
 TL0222
 TL0222  HISTORY     - Date     Condition        Report By
 TL0222  HISTORY     - UNK      MONUMENTED       CGS
 TL0222  HISTORY     - 1934     GOOD             NGS
 TL0222  HISTORY     - 1979     GOOD             NGS
 TL0222
 TL0222                          STATION DESCRIPTION
 TL0222
 TL0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0222'2.8 MI W FROM CHESTER.
 TL0222'2.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM CHESTER, LIBERTY
 TL0222'COUNTY, 0.3 MILE EAST OF MILEPOST 1026, OPPOSITE A WHISTLE POST, AND
 TL0222'60 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED 3211.509 AND SET
 TL0222'IN THE TOP OF A CONCRETE POST.
 TL0222
 TL0222                          STATION RECOVERY (1979)
 TL0222
 TL0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0222'3.0 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0222'IN CHESTER, 0.3 MILE EAST OF RAILROAD MILE MARKER NUMBER 1026,
 TL0222'201 FEET NORTH OF THE CENTER OF THE HIGHWAY, 71 FEET WEST OF UTILITY
 TL0222'POLE NUMBER A 60, 45.3 FEET NORTH OF THE NORTH RAIL OF THE GREAT
 TL0222'NORTHERN RAILROAD AND 1.9 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 TL0222'THE MARK IS 8.1 FT  SE FROM A WITNESS POST.
 TL0222'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0039 ***********************************************************************
 RU0039  DESIGNATION -  D 260
 RU0039  PID         -  RU0039
 RU0039  STATE/COUNTY-  MT/ROSEBUD
 RU0039  USGS QUAD   -  ALKALI CREEK (1969)
 RU0039
 RU0039                         *CURRENT SURVEY CONTROL
 RU0039  ___________________________________________________________________
 RU0039* NAD 83(1986)-  46 43 48.     (N)    106 19 51.     (W)     SCALED    
 RU0039* NAVD 88     -       908.175  (meters)    2979.57   (feet)  ADJUSTED  
 RU0039  ___________________________________________________________________
 RU0039  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 RU0039  DYNAMIC HT  -         908.111 (meters)    2979.36  (feet)  COMP
 RU0039  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 RU0039
 RU0039  VERT ORDER  -  SECOND    CLASS 0
 RU0039
 RU0039.The horizontal coordinates were scaled from a topographic map and have
 RU0039.an estimated accuracy of +/- 6 seconds.
 RU0039
 RU0039.The orthometric height was determined by differential leveling
 RU0039.and adjusted by the National Geodetic Survey in June 1991..
 RU0039
 RU0039.The geoid height was determined by GEOID03.
 RU0039
 RU0039.The dynamic height is computed by dividing the NAVD 88
 RU0039.geopotential number by the normal gravity value computed on the
 RU0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0039.degrees latitude (g = 980.6199 gals.).
 RU0039
 RU0039.The modeled gravity was interpolated from observed gravity values.
 RU0039
 RU0039;                    North         East    Units  Estimated Accuracy
 RU0039;SPC MT       -   280,480.      842,040.      MT  (+/- 180 meters Scaled)
 RU0039
 RU0039                          SUPERSEDED SURVEY CONTROL
 RU0039
 RU0039  NGVD 29 (??/??/92)  907.511  (m)         2977.39   (f) ADJ UNCH    2 0
 RU0039
 RU0039.Superseded values are not recommended for survey control.
 RU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0039.See file dsdata.txt to determine how the superseded data were derived.
 RU0039
 RU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM983760(NAD 83)
 RU0039_MARKER: DB = BENCH MARK DISK
 RU0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0039_STAMPING: D 260 1935
 RU0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0039+STABILITY: SURFACE MOTION
 RU0039
 RU0039  HISTORY     - Date     Condition        Report By
 RU0039  HISTORY     - 1935     MONUMENTED       CGS
 RU0039  HISTORY     - 1937     GOOD             NGS
 RU0039
 RU0039                          STATION DESCRIPTION
 RU0039
 RU0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0039'6.2 MI W FROM ANGELA.
 RU0039'6.2 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT ANGELA,
 RU0039'ROSEBUD COUNTY, AT A SECTION LINE, AT A ROAD INTERSECTION, 51 FEET
 RU0039'NORTH OF THE CENTERLINE OF THE ANGELA ROAD, 21 FEET WEST OF THE
 RU0039'CENTERLINE OF THE CROSSROAD, 3 FEET WEST OF A FENCE, AND ABOUT 1-1/2
 RU0039'FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED D 260 1935 AND SET
 RU0039'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0160 ***********************************************************************
 SQ0160  DESIGNATION -  D 261
 SQ0160  PID         -  SQ0160
 SQ0160  STATE/COUNTY-  MT/GARFIELD
 SQ0160  USGS QUAD   -  DICE DAM (1965)
 SQ0160
 SQ0160                         *CURRENT SURVEY CONTROL
 SQ0160  ___________________________________________________________________
 SQ0160* NAD 83(1986)-  47 00 45.     (N)    106 48 12.     (W)     SCALED    
 SQ0160* NAVD 88     -       898.235  (meters)    2946.96   (feet)  ADJUSTED  
 SQ0160  ___________________________________________________________________
 SQ0160  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 SQ0160  DYNAMIC HT  -         898.197 (meters)    2946.83  (feet)  COMP
 SQ0160  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 SQ0160
 SQ0160  VERT ORDER  -  SECOND    CLASS 0
 SQ0160
 SQ0160.The horizontal coordinates were scaled from a topographic map and have
 SQ0160.an estimated accuracy of +/- 6 seconds.
 SQ0160
 SQ0160.The orthometric height was determined by differential leveling
 SQ0160.and adjusted by the National Geodetic Survey in June 1991..
 SQ0160
 SQ0160.The geoid height was determined by GEOID03.
 SQ0160
 SQ0160.The dynamic height is computed by dividing the NAVD 88
 SQ0160.geopotential number by the normal gravity value computed on the
 SQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0160.degrees latitude (g = 980.6199 gals.).
 SQ0160
 SQ0160.The modeled gravity was interpolated from observed gravity values.
 SQ0160
 SQ0160;                    North         East    Units  Estimated Accuracy
 SQ0160;SPC MT       -   310,490.      804,890.      MT  (+/- 180 meters Scaled)
 SQ0160
 SQ0160                          SUPERSEDED SURVEY CONTROL
 SQ0160
 SQ0160  NGVD 29 (??/??/92)  897.564  (m)         2944.76   (f) ADJ UNCH    2 0
 SQ0160
 SQ0160.Superseded values are not recommended for survey control.
 SQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0160.See file dsdata.txt to determine how the superseded data were derived.
 SQ0160
 SQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN629081(NAD 83)
 SQ0160_MARKER: DB = BENCH MARK DISK
 SQ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0160_STAMPING: D-261 1935
 SQ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0160+STABILITY: SURFACE MOTION
 SQ0160
 SQ0160  HISTORY     - Date     Condition        Report By
 SQ0160  HISTORY     - 1935     MONUMENTED       CGS
 SQ0160  HISTORY     - 1965     GOOD             USGS
 SQ0160
 SQ0160                          STATION DESCRIPTION
 SQ0160
 SQ0160'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0160'11.2 MI SW FROM COHAGEN.
 SQ0160'COHAGEN 11.2 MILES SW OF ALONG COUNTY ROAD.  APPROX 0.7 MILES NW OF A
 SQ0160'ROAD FORK, 660 FT. SE OF HIGH POINT OF BUTTE.  615 FT. NW OF SMALL
 SQ0160'DRAIN AT ROAD, APPROX 385 FT NE OF CREEK AT BEND, 40 FT. NORTH OF AND
 SQ0160'THE SAME ELEV. AS ROAD.  SET IN CONCRETE POST A STD. DISC, STAMPED
 SQ0160'D-261-1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0240 ***********************************************************************
 RU0240  DESIGNATION -  D 262
 RU0240  PID         -  RU0240
 RU0240  STATE/COUNTY-  MT/ROSEBUD
 RU0240  USGS QUAD   -  ACORN FLATS (1965)
 RU0240
 RU0240                         *CURRENT SURVEY CONTROL
 RU0240  ___________________________________________________________________
 RU0240* NAD 83(1986)-  46 48 58.     (N)    107 04 34.     (W)     SCALED    
 RU0240* NAVD 88     -      1025.395  (meters)    3364.15   (feet)  ADJUSTED  
 RU0240  ___________________________________________________________________
 RU0240  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 RU0240  DYNAMIC HT  -        1025.310 (meters)    3363.87  (feet)  COMP
 RU0240  MODELED GRAV-     980,495.4   (mgal)                       NAVD 88
 RU0240
 RU0240  VERT ORDER  -  SECOND    CLASS 0
 RU0240
 RU0240.The horizontal coordinates were scaled from a topographic map and have
 RU0240.an estimated accuracy of +/- 6 seconds.
 RU0240
 RU0240.The orthometric height was determined by differential leveling
 RU0240.and adjusted by the National Geodetic Survey in June 1991..
 RU0240
 RU0240.The geoid height was determined by GEOID03.
 RU0240
 RU0240.The dynamic height is computed by dividing the NAVD 88
 RU0240.geopotential number by the normal gravity value computed on the
 RU0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0240.degrees latitude (g = 980.6199 gals.).
 RU0240
 RU0240.The modeled gravity was interpolated from observed gravity values.
 RU0240
 RU0240;                    North         East    Units  Estimated Accuracy
 RU0240;SPC MT       -   288,010.      784,840.      MT  (+/- 180 meters Scaled)
 RU0240
 RU0240                          SUPERSEDED SURVEY CONTROL
 RU0240
 RU0240  NGVD 29 (??/??/92) 1024.695  (m)         3361.85   (f) ADJ UNCH    2 0
 RU0240
 RU0240.Superseded values are not recommended for survey control.
 RU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0240.See file dsdata.txt to determine how the superseded data were derived.
 RU0240
 RU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM416868(NAD 83)
 RU0240_MARKER: DB = BENCH MARK DISK
 RU0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0240_STAMPING: D 262 1935
 RU0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0240+STABILITY: SURFACE MOTION
 RU0240
 RU0240  HISTORY     - Date     Condition        Report By
 RU0240  HISTORY     - 1935     MONUMENTED       CGS
 RU0240  HISTORY     - 1937     GOOD             NGS
 RU0240
 RU0240                          STATION DESCRIPTION
 RU0240
 RU0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0240'28.1 MI NE FROM INGOMAR.
 RU0240'28.1 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0240'0.3 MILE EAST OF A SECTION-LINE FENCE CORNER, 28 FEET NORTH OF THE
 RU0240'CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 RU0240'STAMPED D 262 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0256 ***********************************************************************
 RU0256  DESIGNATION -  D 263
 RU0256  PID         -  RU0256
 RU0256  STATE/COUNTY-  MT/ROSEBUD
 RU0256  USGS QUAD   -  INGOMAR EAST (1960)
 RU0256
 RU0256                         *CURRENT SURVEY CONTROL
 RU0256  ___________________________________________________________________
 RU0256* NAD 83(1986)-  46 35 35.     (N)    107 20 12.     (W)     SCALED    
 RU0256* NAVD 88     -       933.814  (meters)    3063.69   (feet)  ADJUSTED  
 RU0256  ___________________________________________________________________
 RU0256  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 RU0256  DYNAMIC HT  -         933.744 (meters)    3063.46  (feet)  COMP
 RU0256  MODELED GRAV-     980,507.5   (mgal)                       NAVD 88
 RU0256
 RU0256  VERT ORDER  -  SECOND    CLASS 0
 RU0256
 RU0256.The horizontal coordinates were scaled from a topographic map and have
 RU0256.an estimated accuracy of +/- 6 seconds.
 RU0256
 RU0256.The orthometric height was determined by differential leveling
 RU0256.and adjusted by the National Geodetic Survey in June 1991..
 RU0256
 RU0256.The geoid height was determined by GEOID03.
 RU0256
 RU0256.The dynamic height is computed by dividing the NAVD 88
 RU0256.geopotential number by the normal gravity value computed on the
 RU0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0256.degrees latitude (g = 980.6199 gals.).
 RU0256
 RU0256.The modeled gravity was interpolated from observed gravity values.
 RU0256
 RU0256;                    North         East    Units  Estimated Accuracy
 RU0256;SPC MT       -   262,650.      765,660.      MT  (+/- 180 meters Scaled)
 RU0256
 RU0256                          SUPERSEDED SURVEY CONTROL
 RU0256
 RU0256  NGVD 29 (??/??/92)  933.148  (m)         3061.50   (f) ADJ UNCH    2 0
 RU0256
 RU0256.Superseded values are not recommended for survey control.
 RU0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0256.See file dsdata.txt to determine how the superseded data were derived.
 RU0256
 RU0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM210625(NAD 83)
 RU0256_MARKER: DB = BENCH MARK DISK
 RU0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0256_STAMPING: D 263 1935
 RU0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0256+STABILITY: SURFACE MOTION
 RU0256
 RU0256  HISTORY     - Date     Condition        Report By
 RU0256  HISTORY     - 1935     MONUMENTED       CGS
 RU0256
 RU0256                          STATION DESCRIPTION
 RU0256
 RU0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RU0256'3.1 MI NE FROM INGOMAR.
 RU0256'3.1 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0256'0.3 MILE NORTH OF A CREEK, 150 FEET SOUTHWEST OF A COULEE, AT THE TOP
 RU0256'OF A SMALL HILL, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, AND LEVEL
 RU0256'WITH THE ROAD.  A STANDARD DISK, STAMPED D 263 1935 AND SET IN THE TOP
 RU0256'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0161 ***********************************************************************
 TH0161  DESIGNATION -  D 269
 TH0161  PID         -  TH0161
 TH0161  STATE/COUNTY-  MT/SHERIDAN
 TH0161  USGS QUAD   -  RAYMOND (1983)
 TH0161
 TH0161                         *CURRENT SURVEY CONTROL
 TH0161  ___________________________________________________________________
 TH0161* NAD 83(1986)-  48 58 59.     (N)    104 34 30.     (W)     SCALED    
 TH0161* NAVD 88     -       739.116  (meters)    2424.92   (feet)  ADJUSTED  
 TH0161  ___________________________________________________________________
 TH0161  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TH0161  DYNAMIC HT  -         739.244 (meters)    2425.34  (feet)  COMP
 TH0161  MODELED GRAV-     980,758.0   (mgal)                       NAVD 88
 TH0161
 TH0161  VERT ORDER  -  SECOND    CLASS 0
 TH0161
 TH0161.The horizontal coordinates were scaled from a topographic map and have
 TH0161.an estimated accuracy of +/- 6 seconds.
 TH0161
 TH0161.The orthometric height was determined by differential leveling
 TH0161.and adjusted by the National Geodetic Survey in June 1991..
 TH0161
 TH0161.The geoid height was determined by GEOID03.
 TH0161
 TH0161.The dynamic height is computed by dividing the NAVD 88
 TH0161.geopotential number by the normal gravity value computed on the
 TH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0161.degrees latitude (g = 980.6199 gals.).
 TH0161
 TH0161.The modeled gravity was interpolated from observed gravity values.
 TH0161
 TH0161;                    North         East    Units  Estimated Accuracy
 TH0161;SPC MT       -   537,310.      960,250.      MT  (+/- 180 meters Scaled)
 TH0161
 TH0161                          SUPERSEDED SURVEY CONTROL
 TH0161
 TH0161  NGVD 29 (??/??/92)  738.559  (m)         2423.09   (f) ADJ UNCH    2 0
 TH0161
 TH0161.Superseded values are not recommended for survey control.
 TH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0161.See file dsdata.txt to determine how the superseded data were derived.
 TH0161
 TH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ310256(NAD 83)
 TH0161_MARKER: DB = BENCH MARK DISK
 TH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0161_STAMPING: D 269 1935
 TH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0161+STABILITY: SURFACE MOTION
 TH0161
 TH0161  HISTORY     - Date     Condition        Report By
 TH0161  HISTORY     - 1935     MONUMENTED       CGS
 TH0161  HISTORY     - 1981     GOOD             USGS
 TH0161
 TH0161                          STATION DESCRIPTION
 TH0161
 TH0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0161'7.3 MI N FROM RAYMOND.
 TH0161'7.3 MILES NORTH ALONG THE REGWAY ROAD FROM THE MINNEAPOLIS, ST. PAUL
 TH0161'AND SAULT STE. MARIE RAILROAD STATION AT RAYMOND, SHERIDAN COUNTY, AT
 TH0161'A ROAD INTERSECTION, 75 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD,
 TH0161'26 FEET SOUTH OF THE CENTERLINE OF THE CROSS ROAD, 44 FEET EAST OF A
 TH0161'FENCE CORNER, 2 FEET NORTH OF THE FENCE, AND LEVEL WITH THE ROAD.  A
 TH0161'STANDARD DISK, STAMPED D 269 1935 AND SET IN THE TOP OF A CONCRETE
 TH0161'POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 TH0161'IS NOW THE SOO LINE RAILROAD.
 TH0161
 TH0161                          STATION RECOVERY (1981)
 TH0161
 TH0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TH0161'RAYMOND, 7.3 MILES NORTH OF ON MONT. HWY. 16, FROM THE RAILROAD
 TH0161'CROSSING IN RAYMOND, GO NORTH ON MONT. STATE HIGHWAY 16 FOR 7.3 MILES
 TH0161'TO CROSS ROADS. BM IS 145 FT. EAST AND 30 FT. SOUTH OF HIGHWAY
 TH0161'CROSSROADS, 71 FT. EAST OF A T-ROAD SOUTH, AND 5 FT. SOUTHWEST OF A
 TH0161'TELEPHONE POLE. A STANDARD CAP SET IN A CONCRETE POST PROJECTING 0.3
 TH0161'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0340 ***********************************************************************
 RU0340  DESIGNATION -  D 27
 RU0340  PID         -  RU0340
 RU0340  STATE/COUNTY-  MT/YELLOWSTONE
 RU0340  USGS QUAD   -  BIG MARYS ISLAND (1980)
 RU0340
 RU0340                         *CURRENT SURVEY CONTROL
 RU0340  ___________________________________________________________________
 RU0340* NAD 83(1986)-  46 00 31.     (N)    107 54 36.     (W)     SCALED    
 RU0340* NAVD 88     -       872.683  (meters)    2863.13   (feet)  ADJUSTED  
 RU0340  ___________________________________________________________________
 RU0340  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 RU0340  DYNAMIC HT  -         872.537 (meters)    2862.65  (feet)  COMP
 RU0340  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 RU0340
 RU0340  VERT ORDER  -  FIRST     CLASS II
 RU0340
 RU0340.The horizontal coordinates were scaled from a topographic map and have
 RU0340.an estimated accuracy of +/- 6 seconds.
 RU0340
 RU0340.The orthometric height was determined by differential leveling
 RU0340.and adjusted by the National Geodetic Survey in June 1991..
 RU0340
 RU0340.The geoid height was determined by GEOID03.
 RU0340
 RU0340.The dynamic height is computed by dividing the NAVD 88
 RU0340.geopotential number by the normal gravity value computed on the
 RU0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0340.degrees latitude (g = 980.6199 gals.).
 RU0340
 RU0340.The modeled gravity was interpolated from observed gravity values.
 RU0340
 RU0340;                    North         East    Units  Estimated Accuracy
 RU0340;SPC MT       -   196,680.      723,080.      MT  (+/- 180 meters Scaled)
 RU0340
 RU0340                          SUPERSEDED SURVEY CONTROL
 RU0340
 RU0340  NGVD 29 (??/??/92)  871.985  (m)         2860.84   (f) ADJ UNCH    1 2
 RU0340
 RU0340.Superseded values are not recommended for survey control.
 RU0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0340.See file dsdata.txt to determine how the superseded data were derived.
 RU0340
 RU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL747991(NAD 83)
 RU0340_MARKER: DB = BENCH MARK DISK
 RU0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0340_STAMPING: D 27 1915
 RU0340_MARK LOGO: CGS   
 RU0340_PROJECTION: PROJECTING 1 CENTIMETERS
 RU0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0340+STABILITY: SURFACE MOTION
 RU0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0340+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2000
 RU0340
 RU0340  HISTORY     - Date     Condition        Report By
 RU0340  HISTORY     - 1915     MONUMENTED       CGS
 RU0340  HISTORY     - 1960     GOOD             NGS
 RU0340  HISTORY     - 1981     GOOD             NGS
 RU0340  HISTORY     - 20000914 GOOD             NGS
 RU0340  HISTORY     - 20060910 GOOD             GEOCAC
 RU0340
 RU0340                          STATION DESCRIPTION
 RU0340
 RU0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0340'2.35 MI NE FROM POMPEYS PILLAR.
 RU0340'ABOUT 2.35 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0340'THE STATION AT POMPEYS PILLAR, IN SECTION 18, T 3 N, R 31 E, 2 1/2
 RU0340'POLES NORTHEAST OF MILEPOST 192, 5 1/2 POLES NORTHEAST OF A ROAD
 RU0340'CROSSING, IN LINE WITH THE TELEPHONE POLES, 49 FEET SOUTHEAST OF THE
 RU0340'SOUTHEAST RAIL, 2 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST
 RU0340'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS,
 RU0340'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE-- D 27
 RU0340'1915 WAS STAMPED ON THE MARK BY THIS PARTY.
 RU0340
 RU0340                          STATION RECOVERY (1981)
 RU0340
 RU0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0340'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0340'3.8 KM (2.35 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0340'FROM THE RAILROAD STATION IN POMPEYS PILLAR, 0.2 KM (0.1 MI) NORTHEAST
 RU0340'OF A GRAVELED ROAD CROSSING, 29.9 METERS (98.0 FT) NORTHWEST OF THE
 RU0340'CENTERLINE OF U.S. HIGHWAYS 10 AND 312, 14.9 METERS (49.0 FT)
 RU0340'SOUTHEAST OF THE NEAR RAIL, AND 0.6 METER (2.0 FT) SOUTHWEST OF A
 RU0340'UTILITY POLE.
 RU0340'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RU0340'THE MARK IS 0.6 M BELOW THE TRACKS.
 RU0340
 RU0340                          STATION RECOVERY (2000)
 RU0340
 RU0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 RU0340'0.1 KM (0.05 MI) WESTERLY ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0340'POMPEYS PILLAR, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG CANE STREET,
 RU0340'THENCE 3.8 KM (2.35 MI) EASTERLY ALONG A PAVED ROAD, 35.0 M (114.8 FT)
 RU0340'NORTHWEST OF THE ROAD CENTERLINE, 14.9 M (48.9 FT) SOUTHEAST OF THE
 RU0340'NEAR RAIL OF THE BURLINGTON NORTHERN SANTE FE RAILROAD, 0.6 M (2.0 FT)
 RU0340'SOUTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 RU0340'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT
 RU0340'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 RU0340'IS ON THE ROAD RIGHT-OF-WAY.
 RU0340
 RU0340                          STATION RECOVERY (2006)
 RU0340
 RU0340'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RU0340'HANDHELD COORDINATES ARE N46-00-31.38 W107-54-36.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0355 ***********************************************************************
 TH0355  DESIGNATION -  D 272
 TH0355  PID         -  TH0355
 TH0355  STATE/COUNTY-  MT/DANIELS
 TH0355  USGS QUAD   -  PEERLESS (1973)
 TH0355
 TH0355                         *CURRENT SURVEY CONTROL
 TH0355  ___________________________________________________________________
 TH0355* NAD 83(1986)-  48 50 17.     (N)    105 49 29.     (W)     SCALED    
 TH0355* NAVD 88     -       871.223  (meters)    2858.34   (feet)  ADJUSTED  
 TH0355  ___________________________________________________________________
 TH0355  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TH0355  DYNAMIC HT  -         871.355 (meters)    2858.77  (feet)  COMP
 TH0355  MODELED GRAV-     980,731.2   (mgal)                       NAVD 88
 TH0355
 TH0355  VERT ORDER  -  SECOND    CLASS 0
 TH0355
 TH0355.The horizontal coordinates were scaled from a topographic map and have
 TH0355.an estimated accuracy of +/- 6 seconds.
 TH0355
 TH0355.The orthometric height was determined by differential leveling
 TH0355.and adjusted by the National Geodetic Survey in June 1991..
 TH0355
 TH0355.The geoid height was determined by GEOID03.
 TH0355
 TH0355.The dynamic height is computed by dividing the NAVD 88
 TH0355.geopotential number by the normal gravity value computed on the
 TH0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0355.degrees latitude (g = 980.6199 gals.).
 TH0355
 TH0355.The modeled gravity was interpolated from observed gravity values.
 TH0355
 TH0355;                    North         East    Units  Estimated Accuracy
 TH0355;SPC MT       -   516,190.      869,670.      MT  (+/- 180 meters Scaled)
 TH0355
 TH0355                          SUPERSEDED SURVEY CONTROL
 TH0355
 TH0355  NGVD 29 (??/??/92)  870.590  (m)         2856.26   (f) ADJ UNCH    2 0
 TH0355
 TH0355.Superseded values are not recommended for survey control.
 TH0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0355.See file dsdata.txt to determine how the superseded data were derived.
 TH0355
 TH0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ394097(NAD 83)
 TH0355_MARKER: DB = BENCH MARK DISK
 TH0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0355_STAMPING: D 272 1935
 TH0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0355+STABILITY: SURFACE MOTION
 TH0355
 TH0355  HISTORY     - Date     Condition        Report By
 TH0355  HISTORY     - 1935     MONUMENTED       CGS
 TH0355
 TH0355                          STATION DESCRIPTION
 TH0355
 TH0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0355'0.3 MI E FROM PEERLESS.
 TH0355'0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0355'PEERLESS, THENCE 4.0 MILES NORTH ALONG A COUNTY ROAD.  AT A ROAD
 TH0355'INTERSECTION, 48 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TH0355'ROAD, 25 FEET SOUTH OF THE CENTERLINE OF THE CROSS ROAD, 15 FEET EAST
 TH0355'OF A FENCE CORNER AND LEVEL WITH THE GROUND.  A STANDARD DISK, STAMPED
 TH0355'D 272 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0073 ***********************************************************************
 TK0073  DESIGNATION -  D 273
 TK0073  PID         -  TK0073
 TK0073  STATE/COUNTY-  MT/BLAINE
 TK0073  USGS QUAD   -  FORT BELKNAP AGENCY SE (1964)
 TK0073
 TK0073                         *CURRENT SURVEY CONTROL
 TK0073  ___________________________________________________________________
 TK0073* NAD 83(1986)-  48 27 02.     (N)    108 45 24.     (W)     SCALED    
 TK0073* NAVD 88     -       763.920  (meters)    2506.29   (feet)  ADJUSTED  
 TK0073  ___________________________________________________________________
 TK0073  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TK0073  DYNAMIC HT  -         764.010 (meters)    2506.59  (feet)  COMP
 TK0073  MODELED GRAV-     980,703.6   (mgal)                       NAVD 88
 TK0073
 TK0073  VERT ORDER  -  SECOND    CLASS 0
 TK0073
 TK0073.The horizontal coordinates were scaled from a topographic map and have
 TK0073.an estimated accuracy of +/- 6 seconds.
 TK0073
 TK0073.The orthometric height was determined by differential leveling
 TK0073.and adjusted by the National Geodetic Survey in June 1991..
 TK0073
 TK0073.The geoid height was determined by GEOID03.
 TK0073
 TK0073.The dynamic height is computed by dividing the NAVD 88
 TK0073.geopotential number by the normal gravity value computed on the
 TK0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0073.degrees latitude (g = 980.6199 gals.).
 TK0073
 TK0073.The modeled gravity was interpolated from observed gravity values.
 TK0073
 TK0073;                    North         East    Units  Estimated Accuracy
 TK0073;SPC MT       -   467,040.      654,970.      MT  (+/- 180 meters Scaled)
 TK0073
 TK0073                          SUPERSEDED SURVEY CONTROL
 TK0073
 TK0073  NGVD 29 (??/??/92)  763.149  (m)         2503.76   (f) ADJ UNCH    2 0
 TK0073
 TK0073.Superseded values are not recommended for survey control.
 TK0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0073.See file dsdata.txt to determine how the superseded data were derived.
 TK0073
 TK0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU658688(NAD 83)
 TK0073_MARKER: DB = BENCH MARK DISK
 TK0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0073_STAMPING: D 273 1935
 TK0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0073+STABILITY: SURFACE MOTION
 TK0073
 TK0073  HISTORY     - Date     Condition        Report By
 TK0073  HISTORY     - 1935     MONUMENTED       CGS
 TK0073  HISTORY     - 1964     MARK NOT FOUND   USGS
 TK0073
 TK0073                          STATION DESCRIPTION
 TK0073
 TK0073'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0073'4.4 MI SE FROM HARLEM.
 TK0073'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM HARLEM, BLAINE COUNTY,
 TK0073'2.2 MILES SOUTH ALONG THE HAYS ROAD.  AT THE CREST OF A KNOLL, AT THE
 TK0073'JUNCTION OF A ROAD LEADING SOUTHWEST TO SNAKE BUTTE, 60 FEET NORTHEAST
 TK0073'OF THE CENTERLINE OF THE HAYS ROAD, AND 2 FEET HIGHER THAN THE ROAD. A
 TK0073'STANDARD DISK, STAMPED D 273 1935 AND SET IN THE TOP OF A CONCRETE
 TK0073'POST.  NOTE-- AT THE DESCRIBED SITE THERE IS THE REMAINS OF A CONCRETE
 TK0073'POST BROKEN OFF FLUSH WITH THE GROUND THAT MAY BE THE BASE OF THIS
 TK0073'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0056 ***********************************************************************
 TK0056  DESIGNATION -  D 274
 TK0056  PID         -  TK0056
 TK0056  STATE/COUNTY-  MT/PHILLIPS
 TK0056  USGS QUAD   -  DODSON DAM (1964)
 TK0056
 TK0056                         *CURRENT SURVEY CONTROL
 TK0056  ___________________________________________________________________
 TK0056* NAD 83(1986)-  48 24 26.     (N)    108 21 51.     (W)     SCALED    
 TK0056* NAVD 88     -       716.435  (meters)    2350.50   (feet)  ADJUSTED  
 TK0056  ___________________________________________________________________
 TK0056  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 TK0056  DYNAMIC HT  -         716.518 (meters)    2350.78  (feet)  COMP
 TK0056  MODELED GRAV-     980,703.1   (mgal)                       NAVD 88
 TK0056
 TK0056  VERT ORDER  -  SECOND    CLASS 0
 TK0056
 TK0056.The horizontal coordinates were scaled from a topographic map and have
 TK0056.an estimated accuracy of +/- 6 seconds.
 TK0056
 TK0056.The orthometric height was determined by differential leveling
 TK0056.and adjusted by the National Geodetic Survey in June 1991..
 TK0056
 TK0056.The geoid height was determined by GEOID03.
 TK0056
 TK0056.The dynamic height is computed by dividing the NAVD 88
 TK0056.geopotential number by the normal gravity value computed on the
 TK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0056.degrees latitude (g = 980.6199 gals.).
 TK0056
 TK0056.The modeled gravity was interpolated from observed gravity values.
 TK0056
 TK0056;                    North         East    Units  Estimated Accuracy
 TK0056;SPC MT       -   462,570.      684,060.      MT  (+/- 180 meters Scaled)
 TK0056
 TK0056                          SUPERSEDED SURVEY CONTROL
 TK0056
 TK0056  NGVD 29 (??/??/92)  715.687  (m)         2348.05   (f) ADJ UNCH    2 0
 TK0056
 TK0056.Superseded values are not recommended for survey control.
 TK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0056.See file dsdata.txt to determine how the superseded data were derived.
 TK0056
 TK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU950649(NAD 83)
 TK0056_MARKER: DB = BENCH MARK DISK
 TK0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0056_STAMPING: D 274 1935
 TK0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0056+STABILITY: SURFACE MOTION
 TK0056
 TK0056  HISTORY     - Date     Condition        Report By
 TK0056  HISTORY     - 1935     MONUMENTED       CGS
 TK0056  HISTORY     - 1967     GOOD             NGS
 TK0056
 TK0056                          STATION DESCRIPTION
 TK0056
 TK0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0056'6.5 MI SW FROM DODSON.
 TK0056'6.5 MILES SOUTHWEST OF DEPOT 6.5 MILES WEST ALONG U. S. HIGHWAY 2 FROM
 TK0056'DODSON, PHILLIPS COUNTY, AT THE CREST OF A HILL, 75 FEET SOUTH OF THE
 TK0056'CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 TK0056'DISK, STAMPED D 274 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 TK0056'WILL BE DESTROYED.
 TK0056
 TK0056                          STATION RECOVERY (1967)
 TK0056
 TK0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TK0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0057 ***********************************************************************
 TK0057  DESIGNATION -  D 274 RESET
 TK0057  PID         -  TK0057
 TK0057  STATE/COUNTY-  MT/PHILLIPS
 TK0057  USGS QUAD   -  DODSON DAM (1964)
 TK0057
 TK0057                         *CURRENT SURVEY CONTROL
 TK0057  ___________________________________________________________________
 TK0057* NAD 83(1986)-  48 24 26.     (N)    108 21 51.     (W)     SCALED    
 TK0057* NAVD 88     -       715.82   (meters)    2348.5    (feet)  RESET     
 TK0057  ___________________________________________________________________
 TK0057  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 TK0057
 TK0057  VERT ORDER  -  THIRD
 TK0057
 TK0057.The horizontal coordinates were scaled from a topographic map and have
 TK0057.an estimated accuracy of +/- 6 seconds.
 TK0057
 TK0057.The orthometric height was computed from unverified reset data.
 TK0057
 TK0057.The geoid height was determined by GEOID03.
 TK0057
 TK0057;                    North         East    Units  Estimated Accuracy
 TK0057;SPC MT       -   462,570.      684,060.      MT  (+/- 180 meters Scaled)
 TK0057
 TK0057                          SUPERSEDED SURVEY CONTROL
 TK0057
 TK0057.No superseded survey control is available for this station.
 TK0057
 TK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU950649(NAD 83)
 TK0057_MARKER: DB = BENCH MARK DISK
 TK0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0057_STAMPING: D 274 RESET 1967
 TK0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0057+STABILITY: SURFACE MOTION
 TK0057
 TK0057  HISTORY     - Date     Condition        Report By
 TK0057  HISTORY     - 1967     MONUMENTED       CGS
 TK0057  HISTORY     - 1982     GOOD             NGS
 TK0057
 TK0057                          STATION DESCRIPTION
 TK0057
 TK0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TK0057'5.8 MI W FROM DODSON.
 TK0057'THE MARK IS 174 FEET WEST OF THE SOUTH ONE OF DOUBLE TRANSMISSION LINE
 TK0057'POLES NUMBER 175/9, 105 FEET NORTH OF THE CENTER LINE OF THE PROPOSED
 TK0057'ROAD, 46 FEET NORTH OF THE CENTER LINE OF THE PRESENT ROAD, AND 42
 TK0057'FEET SOUTH OF THE CENTER OF THE TRANSMISSION LINE.  A METAL WITNESS
 TK0057'POST WAS SET 2 FEET NORTH OF THE MARK.  REACHED FROM DODSON BY GOING
 TK0057'WEST ON US HIGHWAY 2 FOR 2.5 MILES TO A STEEL BRIDGE OVER THE MILK
 TK0057'RIVER, CONTINUE WEST FOR 3.3 MILES TO THE MARK ON THE RIGHT AT THE
 TK0057'SUMMIT OF A HILL, 0.5 MILES WEST OF HIGHWAY MILE POST 449.
 TK0057
 TK0057                          STATION RECOVERY (1982)
 TK0057
 TK0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0236 ***********************************************************************
 SR0236  DESIGNATION -  D 275
 SR0236  PID         -  SR0236
 SR0236  STATE/COUNTY-  MT/BLAINE
 SR0236  USGS QUAD   -  ZORTMAN (1971)
 SR0236
 SR0236                         *CURRENT SURVEY CONTROL
 SR0236  ___________________________________________________________________
 SR0236* NAD 83(1986)-  47 59 03.     (N)    108 31 26.     (W)     SCALED    
 SR0236* NAVD 88     -      1152.801  (meters)    3782.15   (feet)  ADJUSTED  
 SR0236  ___________________________________________________________________
 SR0236  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 SR0236  DYNAMIC HT  -        1152.786 (meters)    3782.10  (feet)  COMP
 SR0236  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 SR0236
 SR0236  VERT ORDER  -  SECOND    CLASS 0
 SR0236
 SR0236.The horizontal coordinates were scaled from a topographic map and have
 SR0236.an estimated accuracy of +/- 6 seconds.
 SR0236
 SR0236.The orthometric height was determined by differential leveling
 SR0236.and adjusted by the National Geodetic Survey in June 1991..
 SR0236
 SR0236.The geoid height was determined by GEOID03.
 SR0236
 SR0236.The dynamic height is computed by dividing the NAVD 88
 SR0236.geopotential number by the normal gravity value computed on the
 SR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0236.degrees latitude (g = 980.6199 gals.).
 SR0236
 SR0236.The modeled gravity was interpolated from observed gravity values.
 SR0236
 SR0236;                    North         East    Units  Estimated Accuracy
 SR0236;SPC MT       -   415,390.      672,830.      MT  (+/- 180 meters Scaled)
 SR0236
 SR0236                          SUPERSEDED SURVEY CONTROL
 SR0236
 SR0236  NGVD 29 (??/??/92) 1151.953  (m)         3779.37   (f) ADJ UNCH    2 0
 SR0236
 SR0236.Superseded values are not recommended for survey control.
 SR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0236.See file dsdata.txt to determine how the superseded data were derived.
 SR0236
 SR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU847175(NAD 83)
 SR0236_MARKER: DB = BENCH MARK DISK
 SR0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0236_STAMPING: D-275 1935
 SR0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0236+STABILITY: SURFACE MOTION
 SR0236
 SR0236  HISTORY     - Date     Condition        Report By
 SR0236  HISTORY     - 1935     MONUMENTED       CGS
 SR0236  HISTORY     - 1948     GOOD             NGS
 SR0236
 SR0236                          STATION DESCRIPTION
 SR0236
 SR0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SR0236'3.7 MI SE FROM LODGE POLE.
 SR0236'ALONG THE LODGE-POLE-ZORTMAN ROAD.  3.7 MILES SOUTH-EAST OF JUNCTION
 SR0236'WITH DODSON ROAD, AT LODGE POLE.  SET IN POST, AT CREST OF NORTHEAST
 SR0236'BANK OF CREEK.  75 FEET EAST OF FORD.  50 FEET SOUTH-EAST OF
 SR0236'CENTERLINE OF THE ROAD.
 SR0236
 SR0236                          STATION RECOVERY (1948)
 SR0236
 SR0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 SR0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0034 ***********************************************************************
 TK0034  DESIGNATION -  D 276
 TK0034  PID         -  TK0034
 TK0034  STATE/COUNTY-  MT/PHILLIPS
 TK0034  USGS QUAD   -  BALL COULEE (1971)
 TK0034
 TK0034                         *CURRENT SURVEY CONTROL
 TK0034  ___________________________________________________________________
 TK0034* NAD 83(1986)-  48 04 20.     (N)    108 23 35.     (W)     SCALED    
 TK0034* NAVD 88     -       871.501  (meters)    2859.25   (feet)  POSTED    
 TK0034  ___________________________________________________________________
 TK0034  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 TK0034  DYNAMIC HT  -         871.530 (meters)    2859.34  (feet)  COMP
 TK0034  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 TK0034
 TK0034  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TK0034
 TK0034.The horizontal coordinates were scaled from a topographic map and have
 TK0034.an estimated accuracy of +/- 6 seconds.
 TK0034
 TK0034.The orthometric height was determined by differential leveling
 TK0034.and adjusted by the National Geodetic Survey in 1992..
 TK0034.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TK0034.rate of 4.1 thru 8.0 mm/km.
 TK0034
 TK0034.The geoid height was determined by GEOID03.
 TK0034
 TK0034.The dynamic height is computed by dividing the NAVD 88
 TK0034.geopotential number by the normal gravity value computed on the
 TK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0034.degrees latitude (g = 980.6199 gals.).
 TK0034
 TK0034.The modeled gravity was interpolated from observed gravity values.
 TK0034
 TK0034;                    North         East    Units  Estimated Accuracy
 TK0034;SPC MT       -   425,310.      682,450.      MT  (+/- 180 meters Scaled)
 TK0034
 TK0034                          SUPERSEDED SURVEY CONTROL
 TK0034
 TK0034  NGVD 29 (??/??/92)  870.705  (m)         2856.64   (f) ADJ UNCH    2 0
 TK0034
 TK0034.Superseded values are not recommended for survey control.
 TK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0034.See file dsdata.txt to determine how the superseded data were derived.
 TK0034
 TK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU941276(NAD 83)
 TK0034_MARKER: DB = BENCH MARK DISK
 TK0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0034_STAMPING: D 276 1935
 TK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0034+STABILITY: SURFACE MOTION
 TK0034
 TK0034  HISTORY     - Date     Condition        Report By
 TK0034  HISTORY     - 1935     MONUMENTED       CGS
 TK0034  HISTORY     - 1953     GOOD             DOD
 TK0034  HISTORY     - 1971     MARK NOT FOUND   USGS
 TK0034
 TK0034                          STATION DESCRIPTION
 TK0034
 TK0034'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TK0034'8.1 MI NE FROM LODGEPOLE.
 TK0034'IN PHILLIPS COUNTY, 8.1 MILES NORTHEAST ALONG A DIRT ROAD LEADING TO
 TK0034'BROOKSIDE SCHOOL FROM THE STONE CHURCH AT LODGEPOLE, BLAINE COUNTY, 42
 TK0034'FEET WEST OF A SMALL CREEK, 275 FEET SOUTH OF A NEW ROAD, 20 FEET
 TK0034'NORTH OF THE CENTERLINE OF THE DIRT ROAD, AND 3 FEET SOUTHWEST OF A
 TK0034'FENCE CORNER.  A STANDARD DISK, STAMPED D 276 1935 AND SET IN THE TOP
 TK0034'OF A CONCRETE POST.
 TK0034
 TK0034                          STATION RECOVERY (1971)
 TK0034
 TK0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TK0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0048 ***********************************************************************
 SR0048  DESIGNATION -  D 277
 SR0048  PID         -  SR0048
 SR0048  STATE/COUNTY-  MT/PHILLIPS
 SR0048  USGS QUAD   -  HANSON FLAT (1971)
 SR0048
 SR0048                         *CURRENT SURVEY CONTROL
 SR0048  ___________________________________________________________________
 SR0048* NAD 83(1986)-  47 35 14.     (N)    108 16 28.     (W)     SCALED    
 SR0048* NAVD 88     -       685.258  (meters)    2248.22   (feet)  ADJUSTED  
 SR0048  ___________________________________________________________________
 SR0048  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 SR0048  DYNAMIC HT  -         685.291 (meters)    2248.33  (feet)  COMP
 SR0048  MODELED GRAV-     980,638.3   (mgal)                       NAVD 88
 SR0048
 SR0048  VERT ORDER  -  SECOND    CLASS 0
 SR0048
 SR0048.The horizontal coordinates were scaled from a topographic map and have
 SR0048.an estimated accuracy of +/- 6 seconds.
 SR0048
 SR0048.The orthometric height was determined by differential leveling
 SR0048.and adjusted by the National Geodetic Survey in June 1991..
 SR0048
 SR0048.The geoid height was determined by GEOID03.
 SR0048
 SR0048.The dynamic height is computed by dividing the NAVD 88
 SR0048.geopotential number by the normal gravity value computed on the
 SR0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0048.degrees latitude (g = 980.6199 gals.).
 SR0048
 SR0048.The modeled gravity was interpolated from observed gravity values.
 SR0048
 SR0048;                    North         East    Units  Estimated Accuracy
 SR0048;SPC MT       -   371,550.      692,130.      MT  (+/- 180 meters Scaled)
 SR0048
 SR0048                          SUPERSEDED SURVEY CONTROL
 SR0048
 SR0048  NGVD 29 (??/??/92)  684.536  (m)         2245.85   (f) ADJ UNCH    2 0
 SR0048
 SR0048.Superseded values are not recommended for survey control.
 SR0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0048.See file dsdata.txt to determine how the superseded data were derived.
 SR0048
 SR0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT049740(NAD 83)
 SR0048_MARKER: DB = BENCH MARK DISK
 SR0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0048_STAMPING: D 277 1935
 SR0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0048+STABILITY: SURFACE MOTION
 SR0048
 SR0048  HISTORY     - Date     Condition        Report By
 SR0048  HISTORY     - 1935     MONUMENTED       CGS
 SR0048  HISTORY     - 1971     MARK NOT FOUND   USGS
 SR0048
 SR0048                          STATION DESCRIPTION
 SR0048
 SR0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SR0048'25.5 MI NE FROM WILDER.
 SR0048'IN PHILLIPS COUNTY, 12.5 MILES NORTH ALONG THE ZORTMAN ROAD FROM
 SR0048'WILDER, FERGUS COUNTY, 13.0 MILES EAST ALONG THE LEGG ROAD.  0.2 MILE
 SR0048'EAST OF A GATE IN A NORTH-AND-SOUTH FENCE, 12 FEET SOUTH OF THE
 SR0048'CENTERLINE OF THE ROAD, 9 FEET EAST OF A FENCE CORNER, AND ON AN
 SR0048'EAST-AND-WEST FENCE LINE.  A STANDARD DISK, STAMPED D 277 1935 AND SET
 SR0048'IN THE TOP OF A CONCRETE POST.  NOTE-- MAY BE IN FORT PECK RESERVOIR.
 SR0048'MAY BE COVERED BY SILT.
 SR0048
 SR0048                          STATION RECOVERY (1971)
 SR0048
 SR0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SR0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0208 ***********************************************************************
 TK0208  DESIGNATION -  D 278
 TK0208  PID         -  TK0208
 TK0208  STATE/COUNTY-  MT/HILL
 TK0208  USGS QUAD   -  CEMENT HILL (1984)
 TK0208
 TK0208                         *CURRENT SURVEY CONTROL
 TK0208  ___________________________________________________________________
 TK0208* NAD 83(1986)-  48 26 51.     (N)    109 40 51.     (W)     SCALED    
 TK0208* NAVD 88     -      1001.302  (meters)    3285.11   (feet)  ADJUSTED  
 TK0208  ___________________________________________________________________
 TK0208  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TK0208  DYNAMIC HT  -        1001.360 (meters)    3285.30  (feet)  COMP
 TK0208  MODELED GRAV-     980,634.1   (mgal)                       NAVD 88
 TK0208
 TK0208  VERT ORDER  -  SECOND    CLASS 0
 TK0208
 TK0208.The horizontal coordinates were scaled from a topographic map and have
 TK0208.an estimated accuracy of +/- 6 seconds.
 TK0208
 TK0208.The orthometric height was determined by differential leveling
 TK0208.and adjusted by the National Geodetic Survey in June 1991..
 TK0208
 TK0208.The geoid height was determined by GEOID03.
 TK0208
 TK0208.The dynamic height is computed by dividing the NAVD 88
 TK0208.geopotential number by the normal gravity value computed on the
 TK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0208.degrees latitude (g = 980.6199 gals.).
 TK0208
 TK0208.The modeled gravity was interpolated from observed gravity values.
 TK0208
 TK0208;                    North         East    Units  Estimated Accuracy
 TK0208;SPC MT       -   466,450.      586,630.      MT  (+/- 180 meters Scaled)
 TK0208
 TK0208                          SUPERSEDED SURVEY CONTROL
 TK0208
 TK0208  NGVD 29 (??/??/92) 1000.547  (m)         3282.63   (f) ADJ UNCH    2 0
 TK0208
 TK0208.Superseded values are not recommended for survey control.
 TK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0208.See file dsdata.txt to determine how the superseded data were derived.
 TK0208
 TK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU975668(NAD 83)
 TK0208_MARKER: DB = BENCH MARK DISK
 TK0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0208_STAMPING: D 278 1935
 TK0208_MARK LOGO: CGS   
 TK0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0208+STABILITY: SURFACE MOTION
 TK0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0208+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1996
 TK0208
 TK0208  HISTORY     - Date     Condition        Report By
 TK0208  HISTORY     - 1935     MONUMENTED       CGS
 TK0208  HISTORY     - 19960613 GOOD             MTDOT
 TK0208
 TK0208                          STATION DESCRIPTION
 TK0208
 TK0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0208'8.0 MI S FROM HAVRE.
 TK0208'8.0 MILES SOUTH ALONG THE WARRICK ROAD FROM THE GREAT NORTHERN RAILWAY
 TK0208'STATION AT HAVRE, HILL COUNTY, AT THE CREST OF A RISE, 38 FEET
 TK0208'SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 4 FEET WEST OF A FENCE
 TK0208'CORNER.  A STANDARD DISK, STAMPED D 278 1935 AND SET IN THE TOP OF A
 TK0208'CONCRETE POST.
 TK0208
 TK0208                          STATION RECOVERY (1996)
 TK0208
 TK0208'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0208'2.65 MI (4.26 KM) SOUTH ALONG STATE HIGHWAY 234 FROM THE JUNCTION WITH
 TK0208'U.S.  HIGHWAY 2, IN HAVRE, TO A ROAD LEFT, THEN 3.25 MI (5.23 KM)
 TK0208'SOUTH ALONG A GRAVEL ROAD KNOWN AS THE WARRICK ROAD TO THE MARK ON THE
 TK0208'RIGHT AT THE EDGE OF A PLOWED FIELD, 40.0 FT (12.2 M) WEST OF THE
 TK0208'CENTER OF THE ROAD AND 1.8 FT (0.5 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0231 ***********************************************************************
 TK0231  DESIGNATION -  D 279
 TK0231  PID         -  TK0231
 TK0231  STATE/COUNTY-  MT/HILL
 TK0231  USGS QUAD   -  BIG JOHN BUTTE (1984)
 TK0231
 TK0231                         *CURRENT SURVEY CONTROL
 TK0231  ___________________________________________________________________
 TK0231* NAD 83(1986)-  48 09 25.     (N)    109 35 59.     (W)     SCALED    
 TK0231* NAVD 88     -      1482.797  (meters)    4864.81   (feet)  ADJUSTED  
 TK0231  ___________________________________________________________________
 TK0231  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 TK0231  DYNAMIC HT  -        1482.745 (meters)    4864.64  (feet)  COMP
 TK0231  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 TK0231
 TK0231  VERT ORDER  -  SECOND    CLASS 0
 TK0231
 TK0231.The horizontal coordinates were scaled from a topographic map and have
 TK0231.an estimated accuracy of +/- 6 seconds.
 TK0231
 TK0231.The orthometric height was determined by differential leveling
 TK0231.and adjusted by the National Geodetic Survey in June 1991..
 TK0231
 TK0231.The geoid height was determined by GEOID03.
 TK0231
 TK0231.The dynamic height is computed by dividing the NAVD 88
 TK0231.geopotential number by the normal gravity value computed on the
 TK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0231.degrees latitude (g = 980.6199 gals.).
 TK0231
 TK0231.The modeled gravity was interpolated from observed gravity values.
 TK0231
 TK0231;                    North         East    Units  Estimated Accuracy
 TK0231;SPC MT       -   434,140.      592,580.      MT  (+/- 180 meters Scaled)
 TK0231
 TK0231                          SUPERSEDED SURVEY CONTROL
 TK0231
 TK0231  NGVD 29 (??/??/92) 1481.923  (m)         4861.94   (f) ADJ UNCH    2 0
 TK0231
 TK0231.Superseded values are not recommended for survey control.
 TK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0231.See file dsdata.txt to determine how the superseded data were derived.
 TK0231
 TK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU041346(NAD 83)
 TK0231_MARKER: DB = BENCH MARK DISK
 TK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0231_STAMPING: D 279 1935
 TK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0231+STABILITY: SURFACE MOTION
 TK0231
 TK0231  HISTORY     - Date     Condition        Report By
 TK0231  HISTORY     - 1935     MONUMENTED       CGS
 TK0231
 TK0231                          STATION DESCRIPTION
 TK0231
 TK0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0231'7.0 MI N FROM WARRICK.
 TK0231'IN HILL COUNTY, 7.0 MILES NORTH ALONG THE HAVRE ROAD FROM THE JUNCTION
 TK0231'OF THE WARRICK-BIG SANDY ROAD AT WARRICK, CHOUTEAU COUNTY, 0.1 MILE
 TK0231'EAST OF A FENCE CROSSING, AT THE RIM OF A DRAW, AND 30 FEET NORTH OF
 TK0231'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 279 1935 AND
 TK0231'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0169 ***********************************************************************
 TK0169  DESIGNATION -  D 280
 TK0169  PID         -  TK0169
 TK0169  STATE/COUNTY-  MT/BLAINE
 TK0169  USGS QUAD   -  MILES BUTTE (1987)
 TK0169
 TK0169                         *CURRENT SURVEY CONTROL
 TK0169  ___________________________________________________________________
 TK0169* NAD 83(1986)-  48 16 54.     (N)    109 07 20.     (W)     SCALED    
 TK0169* NAVD 88     -      1056.208  (meters)    3465.24   (feet)  ADJUSTED  
 TK0169  ___________________________________________________________________
 TK0169  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TK0169  DYNAMIC HT  -        1056.264 (meters)    3465.43  (feet)  COMP
 TK0169  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 TK0169
 TK0169  VERT ORDER  -  SECOND    CLASS 0
 TK0169
 TK0169.The horizontal coordinates were scaled from a topographic map and have
 TK0169.an estimated accuracy of +/- 6 seconds.
 TK0169
 TK0169.The orthometric height was determined by differential leveling
 TK0169.and adjusted by the National Geodetic Survey in June 1991..
 TK0169
 TK0169.The geoid height was determined by GEOID03.
 TK0169
 TK0169.The dynamic height is computed by dividing the NAVD 88
 TK0169.geopotential number by the normal gravity value computed on the
 TK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0169.degrees latitude (g = 980.6199 gals.).
 TK0169
 TK0169.The modeled gravity was interpolated from observed gravity values.
 TK0169
 TK0169;                    North         East    Units  Estimated Accuracy
 TK0169;SPC MT       -   448,070.      628,030.      MT  (+/- 180 meters Scaled)
 TK0169
 TK0169                          SUPERSEDED SURVEY CONTROL
 TK0169
 TK0169  NGVD 29 (??/??/92) 1055.403  (m)         3462.60   (f) ADJ UNCH    2 0
 TK0169
 TK0169.Superseded values are not recommended for survey control.
 TK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0169.See file dsdata.txt to determine how the superseded data were derived.
 TK0169
 TK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU393493(NAD 83)
 TK0169_MARKER: DB = BENCH MARK DISK
 TK0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0169_STAMPING: D 280 1935
 TK0169_MARK LOGO: CGS   
 TK0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0169+STABILITY: SURFACE MOTION
 TK0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0169+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1996
 TK0169
 TK0169  HISTORY     - Date     Condition        Report By
 TK0169  HISTORY     - 1935     MONUMENTED       CGS
 TK0169  HISTORY     - 19960510 GOOD             MTDOT
 TK0169
 TK0169                          STATION DESCRIPTION
 TK0169
 TK0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0169'2.0 MI E FROM CLEVELAND.
 TK0169'2.0 MILES EAST ALONG THE CHINOOK ROAD FROM CLEVELAND, BLAINE COUNTY,
 TK0169'2.8 MILES SOUTHWEST OF THE JUNCTION OF THE HAYS ROAD, 200 FEET
 TK0169'NORTHEAST OF A WASH, AT THE JUNCTION OF A T-ROAD LEADING NORTHWEST TO
 TK0169'A RANCH, 75 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND AT A
 TK0169'FENCE.  A STANDARD DISK, STAMPED D 280 1935 AND SET IN THE TOP OF A
 TK0169'CONCRETE POST.
 TK0169
 TK0169                          STATION RECOVERY (1996)
 TK0169
 TK0169'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0169'1.7 MI (2.7 KM) NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 TK0169'STATE HIGHWAY 240, IN CLEVELAND, WHICH IS ABOUT 25 MI (40.2 KM) SOUTH
 TK0169'OF CHINOOK, TO THE ENTRANCE TO THE CLEVELAND CREEK RANCH ON THE LEFT
 TK0169'AND THE STATION ON THE RIGHT, 40.0 FT (12.2 M) SOUTHWEST OF THE CENTER
 TK0169'OF THE ROAD, 21.0 FT (6.4 M) SOUTH OF THE CENTER OF THE ENTRANCE TO A
 TK0169'FIELD ROAD, 1.7 FT (0.5 M) NORTH OF A WITNESS POST AND 0.8 FT (24.4
 TK0169'CM) EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0194 ***********************************************************************
 TK0194  DESIGNATION -  D 281
 TK0194  PID         -  TK0194
 TK0194  STATE/COUNTY-  MT/BLAINE
 TK0194  USGS QUAD   -  WILLIAMSON BUTTE (1987)
 TK0194
 TK0194                         *CURRENT SURVEY CONTROL
 TK0194  ___________________________________________________________________
 TK0194* NAD 83(1986)-  48 04 40.     (N)    109 19 59.     (W)     SCALED    
 TK0194* NAVD 88     -      1234.127  (meters)    4048.97   (feet)  ADJUSTED  
 TK0194  ___________________________________________________________________
 TK0194  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 TK0194  DYNAMIC HT  -        1234.118 (meters)    4048.94  (feet)  COMP
 TK0194  MODELED GRAV-     980,560.7   (mgal)                       NAVD 88
 TK0194
 TK0194  VERT ORDER  -  SECOND    CLASS 0
 TK0194
 TK0194.The horizontal coordinates were scaled from a topographic map and have
 TK0194.an estimated accuracy of +/- 6 seconds.
 TK0194
 TK0194.The orthometric height was determined by differential leveling
 TK0194.and adjusted by the National Geodetic Survey in June 1991..
 TK0194
 TK0194.The geoid height was determined by GEOID03.
 TK0194
 TK0194.The dynamic height is computed by dividing the NAVD 88
 TK0194.geopotential number by the normal gravity value computed on the
 TK0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0194.degrees latitude (g = 980.6199 gals.).
 TK0194
 TK0194.The modeled gravity was interpolated from observed gravity values.
 TK0194
 TK0194;                    North         East    Units  Estimated Accuracy
 TK0194;SPC MT       -   425,350.      612,430.      MT  (+/- 180 meters Scaled)
 TK0194
 TK0194                          SUPERSEDED SURVEY CONTROL
 TK0194
 TK0194  NGVD 29 (??/??/92) 1233.286  (m)         4046.21   (f) ADJ UNCH    2 0
 TK0194
 TK0194.Superseded values are not recommended for survey control.
 TK0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0194.See file dsdata.txt to determine how the superseded data were derived.
 TK0194
 TK0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU241262(NAD 83)
 TK0194_MARKER: DB = BENCH MARK DISK
 TK0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0194_STAMPING: D 281 1935
 TK0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0194+STABILITY: SURFACE MOTION
 TK0194
 TK0194  HISTORY     - Date     Condition        Report By
 TK0194  HISTORY     - 1935     MONUMENTED       CGS
 TK0194  HISTORY     - 1955     GOOD             USGS
 TK0194
 TK0194                          STATION DESCRIPTION
 TK0194
 TK0194'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0194'23.6 MI SW FROM CLEVELAND.
 TK0194'23.6 MILES SOUTHWEST ALONG THE LEROY ROAD FROM THE JUNCTION OF THE
 TK0194'CHINOOK ROAD AT CLEVELAND, BLAINE COUNTY, 0.1 MILE EAST OF A LARGE RED
 TK0194'STONE OUTCROP ON THE NORTH SIDE OF THE ROAD, AT THE CREST OF A HILL,
 TK0194'95 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT SOUTH EDGE OF OLD
 TK0194'ROADBED.  A STANDARD DISK, STAMPED D 281 1935 AND SET IN THE TOP OF A
 TK0194'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0266 ***********************************************************************
 TH0266  DESIGNATION -  D 286
 TH0266  PID         -  TH0266
 TH0266  STATE/COUNTY-  MT/ROOSEVELT
 TH0266  USGS QUAD   -  WINDY BUTTE (1983)
 TH0266
 TH0266                         *CURRENT SURVEY CONTROL
 TH0266  ___________________________________________________________________
 TH0266* NAD 83(1986)-  48 28 39.     (N)    105 20 00.     (W)     SCALED    
 TH0266* NAVD 88     -       670.196  (meters)    2198.80   (feet)  ADJUSTED  
 TH0266  ___________________________________________________________________
 TH0266  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TH0266  DYNAMIC HT  -         670.288 (meters)    2199.10  (feet)  COMP
 TH0266  MODELED GRAV-     980,727.1   (mgal)                       NAVD 88
 TH0266
 TH0266  VERT ORDER  -  SECOND    CLASS 0
 TH0266
 TH0266.The horizontal coordinates were scaled from a topographic map and have
 TH0266.an estimated accuracy of +/- 6 seconds.
 TH0266
 TH0266.The orthometric height was determined by differential leveling
 TH0266.and adjusted by the National Geodetic Survey in June 1991..
 TH0266
 TH0266.The geoid height was determined by GEOID03.
 TH0266
 TH0266.The dynamic height is computed by dividing the NAVD 88
 TH0266.geopotential number by the normal gravity value computed on the
 TH0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0266.degrees latitude (g = 980.6199 gals.).
 TH0266
 TH0266.The modeled gravity was interpolated from observed gravity values.
 TH0266
 TH0266;                    North         East    Units  Estimated Accuracy
 TH0266;SPC MT       -   477,960.      907,830.      MT  (+/- 180 meters Scaled)
 TH0266
 TH0266                          SUPERSEDED SURVEY CONTROL
 TH0266
 TH0266  NGVD 29 (??/??/92)  669.621  (m)         2196.91   (f) ADJ UNCH    2 0
 TH0266
 TH0266.Superseded values are not recommended for survey control.
 TH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0266.See file dsdata.txt to determine how the superseded data were derived.
 TH0266
 TH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP753694(NAD 83)
 TH0266_MARKER: DB = BENCH MARK DISK
 TH0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0266_STAMPING: D-286 1935
 TH0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0266+STABILITY: SURFACE MOTION
 TH0266
 TH0266  HISTORY     - Date     Condition        Report By
 TH0266  HISTORY     - 1935     MONUMENTED       CGS
 TH0266
 TH0266                          STATION DESCRIPTION
 TH0266
 TH0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0266'26.8 SE FROM SCOBEY.
 TH0266'ALONG ROADS TO THE NORTH QUARTER OF S.3, T.31, R.49, 80 RODS WEST
 TH0266'ALONG A T-FENCE FROM THE JUNCTION, WITH THE NORTH-SOUTH LINE FENCE
 TH0266'POST AT A GAP IN THE T-FENCE, 100 FEET EAST OF THE SECTION QUARTER
 TH0266'CORNER MARKER, 16 FEET EAST OF THE CENTERLINE OF THE TRAIL THROUGH THE
 TH0266'FENCE GAP 2 FEET SOUTH OF THE FENCE, AT TRAIL LEVEL.  ABOUT 1/2 MILE
 TH0266'SOUTH FROM C-286 ALONG A TRAIL, ALONG THE EAST SIDE OF THE POPLAR
 TH0266'RIVER, THENCE ACROSS THE RIVER AT A FORD, THENCE SOUTH ABOUT 1/2 MILE,
 TH0266'AND WEST 1/4 MILE TO A GAP IN THE NORTH-SOUTH LINE FENCE AT THE
 TH0266'JUNCTION OF THE T-FENCE WEST, THENCE WEST 80 RODS ALONG THE T-FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0163 ***********************************************************************
 RT0163  DESIGNATION -  D 29
 RT0163  PID         -  RT0163
 RT0163  STATE/COUNTY-  MT/PRAIRIE
 RT0163  USGS QUAD   -  FALLON SW (1983)
 RT0163
 RT0163                         *CURRENT SURVEY CONTROL
 RT0163  ___________________________________________________________________
 RT0163* NAD 83(1986)-  46 48 18.     (N)    105 13 09.     (W)     SCALED    
 RT0163* NAVD 88     -       669.106  (meters)    2195.23   (feet)  ADJUSTED  
 RT0163  ___________________________________________________________________
 RT0163  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 RT0163  DYNAMIC HT  -         669.095 (meters)    2195.19  (feet)  COMP
 RT0163  MODELED GRAV-     980,574.9   (mgal)                       NAVD 88
 RT0163
 RT0163  VERT ORDER  -  FIRST     CLASS II
 RT0163
 RT0163.The horizontal coordinates were scaled from a topographic map and have
 RT0163.an estimated accuracy of +/- 6 seconds.
 RT0163
 RT0163.The orthometric height was determined by differential leveling
 RT0163.and adjusted by the National Geodetic Survey in June 1991..
 RT0163.WARNING-Repeat measurements at this control monument indicate possible
 RT0163.vertical movement.
 RT0163
 RT0163.The geoid height was determined by GEOID03.
 RT0163
 RT0163.The dynamic height is computed by dividing the NAVD 88
 RT0163.geopotential number by the normal gravity value computed on the
 RT0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0163.degrees latitude (g = 980.6199 gals.).
 RT0163
 RT0163.The modeled gravity was interpolated from observed gravity values.
 RT0163
 RT0163;                    North         East    Units  Estimated Accuracy
 RT0163;SPC MT       -   292,840.      926,410.      MT  (+/- 180 meters Scaled)
 RT0163
 RT0163                          SUPERSEDED SURVEY CONTROL
 RT0163
 RT0163  NGVD 29 (??/??/92)  668.585  (m)         2193.52   (f) ADJ UNCH    1 2
 RT0163
 RT0163.Superseded values are not recommended for survey control.
 RT0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0163.See file dsdata.txt to determine how the superseded data were derived.
 RT0163
 RT0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM832835(NAD 83)
 RT0163_MARKER: DB = BENCH MARK DISK
 RT0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0163_STAMPING: D 29 2193.611
 RT0163_MARK LOGO: CGS   
 RT0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0163+STABILITY: SURFACE MOTION
 RT0163
 RT0163  HISTORY     - Date     Condition        Report By
 RT0163  HISTORY     - UNK      MONUMENTED       CGS
 RT0163  HISTORY     - 1960     GOOD             NGS
 RT0163  HISTORY     - 1981     GOOD             NGS
 RT0163
 RT0163                          STATION DESCRIPTION
 RT0163
 RT0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0163'4.5 MI E FROM TERRY.
 RT0163'4.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0163'TERRY, 13 POLES NORTHEAST OF MILEPOST 35, IN SECTION 7, R 52 E, T 12
 RT0163'N, 79 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 90 FEET NORTHWEST OF THE
 RT0163'CENTER LINE OF U.S. HIGHWAY 10, 10 FEET SOUTHEAST OF A TELEPHONE POLE,
 RT0163'0.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 RT0163'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 RT0163
 RT0163                          STATION RECOVERY (1981)
 RT0163
 RT0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0226 ***********************************************************************
 TJ0226  DESIGNATION -  D 292
 TJ0226  PID         -  TJ0226
 TJ0226  STATE/COUNTY-  MT/VALLEY
 TJ0226  USGS QUAD   -  BLANCHARD RANCH (1958)
 TJ0226
 TJ0226                         *CURRENT SURVEY CONTROL
 TJ0226  ___________________________________________________________________
 TJ0226* NAD 83(1986)-  48 01 49.     (N)    106 39 25.     (W)     SCALED    
 TJ0226* NAVD 88     -       658.848  (meters)    2161.57   (feet)  ADJUSTED  
 TJ0226  ___________________________________________________________________
 TJ0226  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 TJ0226  DYNAMIC HT  -         658.912 (meters)    2161.78  (feet)  COMP
 TJ0226  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 TJ0226
 TJ0226  VERT ORDER  -  SECOND    CLASS 0
 TJ0226
 TJ0226.The horizontal coordinates were scaled from a topographic map and have
 TJ0226.an estimated accuracy of +/- 6 seconds.
 TJ0226
 TJ0226.The orthometric height was determined by differential leveling
 TJ0226.and adjusted by the National Geodetic Survey in June 1991..
 TJ0226
 TJ0226.The geoid height was determined by GEOID03.
 TJ0226
 TJ0226.The dynamic height is computed by dividing the NAVD 88
 TJ0226.geopotential number by the normal gravity value computed on the
 TJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0226.degrees latitude (g = 980.6199 gals.).
 TJ0226
 TJ0226.The modeled gravity was interpolated from observed gravity values.
 TJ0226
 TJ0226;                    North         East    Units  Estimated Accuracy
 TJ0226;SPC MT       -   423,910.      811,900.      MT  (+/- 180 meters Scaled)
 TJ0226
 TJ0226                          SUPERSEDED SURVEY CONTROL
 TJ0226
 TJ0226  NGVD 29 (??/??/92)  658.228  (m)         2159.54   (f) ADJ UNCH    2 0
 TJ0226
 TJ0226.Superseded values are not recommended for survey control.
 TJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0226.See file dsdata.txt to determine how the superseded data were derived.
 TJ0226
 TJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP764209(NAD 83)
 TJ0226_MARKER: DB = BENCH MARK DISK
 TJ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0226_STAMPING: D 292 1935
 TJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0226+STABILITY: SURFACE MOTION
 TJ0226
 TJ0226  HISTORY     - Date     Condition        Report By
 TJ0226  HISTORY     - 1935     MONUMENTED       CGS
 TJ0226  HISTORY     - 1948     GOOD             NGS
 TJ0226
 TJ0226                          STATION DESCRIPTION
 TJ0226
 TJ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0226'15.3 MI SSE FROM GLASGOW.
 TJ0226'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TJ0226'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 TJ0226'ROAD, THENCE 2.8 MILES WEST ALONG A GRADED DIRT ROAD.  535.0 FEET
 TJ0226'NORTHWEST OF THE CENTER LINE OF THE ROAD, APPROXIMATELY 166 YARDS
 TJ0226'(PACED) WEST OF THE CENTER LINE OF A TRAIL LEADING NORTH FROM AN OLD
 TJ0226'ROADBED, 35.0 FEET NORTHWEST OF THE CENTER LINE OF AN ABANDONED
 TJ0226'ROADBED, 1.8 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 TJ0226'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0307 ***********************************************************************
 RV0307  DESIGNATION -  D 293
 RV0307  PID         -  RV0307
 RV0307  STATE/COUNTY-  MT/WHEATLAND
 RV0307  USGS QUAD   -  HARLOWTON (1986)
 RV0307
 RV0307                         *CURRENT SURVEY CONTROL
 RV0307  ___________________________________________________________________
 RV0307* NAD 83(1986)-  46 25 21.     (N)    109 45 41.     (W)     SCALED    
 RV0307* NAVD 88     -      1260.280  (meters)    4134.77   (feet)  ADJUSTED  
 RV0307  ___________________________________________________________________
 RV0307  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 RV0307  DYNAMIC HT  -        1260.022 (meters)    4133.92  (feet)  COMP
 RV0307  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 RV0307
 RV0307  VERT ORDER  -  FIRST     CLASS II
 RV0307
 RV0307.The horizontal coordinates were scaled from a topographic map and have
 RV0307.an estimated accuracy of +/- 6 seconds.
 RV0307
 RV0307.The orthometric height was determined by differential leveling
 RV0307.and adjusted by the National Geodetic Survey in June 1991..
 RV0307
 RV0307.The geoid height was determined by GEOID03.
 RV0307
 RV0307.The dynamic height is computed by dividing the NAVD 88
 RV0307.geopotential number by the normal gravity value computed on the
 RV0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0307.degrees latitude (g = 980.6199 gals.).
 RV0307
 RV0307.The modeled gravity was interpolated from observed gravity values.
 RV0307
 RV0307;                    North         East    Units  Estimated Accuracy
 RV0307;SPC MT       -   241,450.      579,920.      MT  (+/- 180 meters Scaled)
 RV0307
 RV0307                          SUPERSEDED SURVEY CONTROL
 RV0307
 RV0307  NGVD 29 (??/??/92) 1259.357  (m)         4131.74   (f) ADJ UNCH    1 2
 RV0307
 RV0307.Superseded values are not recommended for survey control.
 RV0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0307.See file dsdata.txt to determine how the superseded data were derived.
 RV0307
 RV0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS951417(NAD 83)
 RV0307_MARKER: DB = BENCH MARK DISK
 RV0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0307_STAMPING: D 293 1961
 RV0307_MARK LOGO: CGS   
 RV0307_PROJECTION: PROJECTING 6 CENTIMETERS
 RV0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0307+STABILITY: SURFACE MOTION
 RV0307
 RV0307  HISTORY     - Date     Condition        Report By
 RV0307  HISTORY     - 1961     MONUMENTED       CGS
 RV0307  HISTORY     - 1980     GOOD             NGS
 RV0307
 RV0307                          STATION DESCRIPTION
 RV0307
 RV0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0307'3.8 MI SE FROM HARLOWTON.
 RV0307'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURT HOUSE AT
 RV0307'HARLOWTON, 143 FEET EAST-SOUTHEAST OF THE SOUTH END OF THE EAST ONE OF
 RV0307'TWO 24-INCH CORRUGATED METAL PIPE CULVERTS, 54 FEET SOUTH OF THE
 RV0307'CENTER LINE OF THE HIGHWAY, 11 1/2 FEET SOUTHWEST OF A POWER LINE
 RV0307'POLE, 1.5 FEET NORTH OF FENCE, 1.9 FEET EAST OF A WITNESS POST, ABOUT
 RV0307'2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RV0307'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RV0307
 RV0307                          STATION RECOVERY (1980)
 RV0307
 RV0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0307'6.1 KM (3.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE IN
 RV0307'HARLOWTON, 25.9 METERS (85.0 FT) SOUTH OF THE CENTERLINE OF THE
 RV0307'HIGHWAY, 10.7 METERS (35.0 FT) EAST OF THE CENTER OF A GATE, 1.2
 RV0307'METERS (4.0 FT) WEST OF A UTILITY POLE AND 0.3 METER (1.0 FT) NORTH
 RV0307'OF A FENCE.
 RV0307'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 RV0307'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0240 ***********************************************************************
 RV0240  DESIGNATION -  D 294
 RV0240  PID         -  RV0240
 RV0240  STATE/COUNTY-  MT/WHEATLAND
 RV0240  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0240
 RV0240                         *CURRENT SURVEY CONTROL
 RV0240  ___________________________________________________________________
 RV0240* NAD 83(1986)-  46 27 37.     (N)    109 29 00.     (W)     SCALED    
 RV0240* NAVD 88     -      1230.638  (meters)    4037.52   (feet)  ADJUSTED  
 RV0240  ___________________________________________________________________
 RV0240  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 RV0240  DYNAMIC HT  -        1230.408 (meters)    4036.76  (feet)  COMP
 RV0240  MODELED GRAV-     980,385.0   (mgal)                       NAVD 88
 RV0240
 RV0240  VERT ORDER  -  SECOND    CLASS 0
 RV0240
 RV0240.The horizontal coordinates were scaled from a topographic map and have
 RV0240.an estimated accuracy of +/- 6 seconds.
 RV0240
 RV0240.The orthometric height was determined by differential leveling
 RV0240.and adjusted by the National Geodetic Survey in June 1991..
 RV0240
 RV0240.The geoid height was determined by GEOID03.
 RV0240
 RV0240.The dynamic height is computed by dividing the NAVD 88
 RV0240.geopotential number by the normal gravity value computed on the
 RV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0240.degrees latitude (g = 980.6199 gals.).
 RV0240
 RV0240.The modeled gravity was interpolated from observed gravity values.
 RV0240
 RV0240;                    North         East    Units  Estimated Accuracy
 RV0240;SPC MT       -   245,620.      601,280.      MT  (+/- 180 meters Scaled)
 RV0240
 RV0240                          SUPERSEDED SURVEY CONTROL
 RV0240
 RV0240  NGVD 29 (??/??/92) 1229.743  (m)         4034.58   (f) ADJ UNCH    2 0
 RV0240
 RV0240.Superseded values are not recommended for survey control.
 RV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0240.See file dsdata.txt to determine how the superseded data were derived.
 RV0240
 RV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS164463(NAD 83)
 RV0240_MARKER: DB = BENCH MARK DISK
 RV0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0240_STAMPING: D 294 1961
 RV0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0240+STABILITY: SURFACE MOTION
 RV0240
 RV0240  HISTORY     - Date     Condition        Report By
 RV0240  HISTORY     - 1961     MONUMENTED       CGS
 RV0240  HISTORY     - 1981     MARK NOT FOUND   USGS
 RV0240
 RV0240                          STATION DESCRIPTION
 RV0240
 RV0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0240'1.25 MI E FROM HEDGESVILLE.
 RV0240'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0240'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.15 MILES EAST ALONG A GRAVEL
 RV0240'ROAD, AT THE JUNCTION OF A DRIVEWAY TO A.J. LAMMERS RANCH, 29 FEET
 RV0240'SOUTH OF THE CENTER LINE OF THE ROAD, 17 1/2 FEET EAST OF THE CENTER
 RV0240'LINE OF THE DRIVEWAY, 2 FEET SOUTH OF A FENCE, 1.7 FEET WEST OF A
 RV0240'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 RV0240'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RV0240
 RV0240                          STATION RECOVERY (1981)
 RV0240
 RV0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RV0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0504 ***********************************************************************
 RV0504  DESIGNATION -  D 295
 RV0504  PID         -  RV0504
 RV0504  STATE/COUNTY-  MT/WHEATLAND
 RV0504  USGS QUAD   -  ELEPHANT ROCKS (1986)
 RV0504
 RV0504                         *CURRENT SURVEY CONTROL
 RV0504  ___________________________________________________________________
 RV0504* NAD 83(1986)-  46 40 44.     (N)    109 39 23.     (W)     SCALED    
 RV0504* NAVD 88     -      1488.813  (meters)    4884.55   (feet)  ADJUSTED  
 RV0504  ___________________________________________________________________
 RV0504  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 RV0504  DYNAMIC HT  -        1488.502 (meters)    4883.53  (feet)  COMP
 RV0504  MODELED GRAV-     980,351.6   (mgal)                       NAVD 88
 RV0504
 RV0504  VERT ORDER  -  SECOND    CLASS 0
 RV0504
 RV0504.The horizontal coordinates were scaled from a topographic map and have
 RV0504.an estimated accuracy of +/- 6 seconds.
 RV0504
 RV0504.The orthometric height was determined by differential leveling
 RV0504.and adjusted by the National Geodetic Survey in June 1991..
 RV0504
 RV0504.The geoid height was determined by GEOID03.
 RV0504
 RV0504.The dynamic height is computed by dividing the NAVD 88
 RV0504.geopotential number by the normal gravity value computed on the
 RV0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0504.degrees latitude (g = 980.6199 gals.).
 RV0504
 RV0504.The modeled gravity was interpolated from observed gravity values.
 RV0504
 RV0504;                    North         East    Units  Estimated Accuracy
 RV0504;SPC MT       -   269,910.      588,040.      MT  (+/- 180 meters Scaled)
 RV0504
 RV0504                          SUPERSEDED SURVEY CONTROL
 RV0504
 RV0504  NGVD 29 (??/??/92) 1487.834  (m)         4881.34   (f) ADJ UNCH    2 0
 RV0504
 RV0504.Superseded values are not recommended for survey control.
 RV0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0504.See file dsdata.txt to determine how the superseded data were derived.
 RV0504
 RV0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS027703(NAD 83)
 RV0504_MARKER: DB = BENCH MARK DISK
 RV0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0504_STAMPING: D 295 1961
 RV0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0504+STABILITY: SURFACE MOTION
 RV0504
 RV0504  HISTORY     - Date     Condition        Report By
 RV0504  HISTORY     - 1961     MONUMENTED       CGS
 RV0504
 RV0504                          STATION DESCRIPTION
 RV0504
 RV0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0504'4.7 MI E FROM JUDITH GAP.
 RV0504'ABOUT 4.7 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0504'GAP, 0.3 MILE EAST OF THE JUNCTION OF A ROAD NORTH, 0.3 MILE WEST OF A
 RV0504'WHITE FARM HOUSE, 58 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18
 RV0504'FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF THE FENCE, 2.9 FEET
 RV0504'WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD AND IN THE
 RV0504'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0413 ***********************************************************************
 RV0413  DESIGNATION -  D 296
 RV0413  PID         -  RV0413
 RV0413  STATE/COUNTY-  MT/WHEATLAND
 RV0413  USGS QUAD   -  JUDITH GAP (1995)
 RV0413
 RV0413                         *CURRENT SURVEY CONTROL
 RV0413  ___________________________________________________________________
 RV0413* NAD 83(1986)-  46 39 50.     (N)    109 49 47.     (W)     SCALED    
 RV0413* NAVD 88     -      1460.385  (meters)    4791.28   (feet)  ADJUSTED  
 RV0413  ___________________________________________________________________
 RV0413  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 RV0413  DYNAMIC HT  -        1460.066 (meters)    4790.23  (feet)  COMP
 RV0413  MODELED GRAV-     980,344.1   (mgal)                       NAVD 88
 RV0413
 RV0413  VERT ORDER  -  SECOND    CLASS 0
 RV0413
 RV0413.The horizontal coordinates were scaled from a topographic map and have
 RV0413.an estimated accuracy of +/- 6 seconds.
 RV0413
 RV0413.The orthometric height was determined by differential leveling
 RV0413.and adjusted by the National Geodetic Survey in June 1991..
 RV0413
 RV0413.The geoid height was determined by GEOID03.
 RV0413
 RV0413.The dynamic height is computed by dividing the NAVD 88
 RV0413.geopotential number by the normal gravity value computed on the
 RV0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0413.degrees latitude (g = 980.6199 gals.).
 RV0413
 RV0413.The modeled gravity was interpolated from observed gravity values.
 RV0413
 RV0413;                    North         East    Units  Estimated Accuracy
 RV0413;SPC MT       -   268,290.      574,780.      MT  (+/- 180 meters Scaled)
 RV0413
 RV0413                          SUPERSEDED SURVEY CONTROL
 RV0413
 RV0413  NGVD 29 (??/??/92) 1459.393  (m)         4788.03   (f) ADJ UNCH    2 0
 RV0413
 RV0413.Superseded values are not recommended for survey control.
 RV0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0413.See file dsdata.txt to determine how the superseded data were derived.
 RV0413
 RV0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS895684(NAD 83)
 RV0413_MARKER: DB = BENCH MARK DISK
 RV0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0413_STAMPING: D 296 1961
 RV0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0413+STABILITY: SURFACE MOTION
 RV0413
 RV0413  HISTORY     - Date     Condition        Report By
 RV0413  HISTORY     - 1961     MONUMENTED       CGS
 RV0413
 RV0413                          STATION DESCRIPTION
 RV0413
 RV0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0413'4.2 MI SW FROM JUDITH GAP.
 RV0413'ABOUT 4.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0413'PACIFIC RAILROAD FROM THE STATION SIGN AT JUDITH GAP, 6 1/2 FEET SOUTH
 RV0413'OF THE 5TH POLE EAST OF MILE POLE 17, 27 FEET SOUTH OF THE SOUTH RAIL,
 RV0413'68 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD CROSSING, 18
 RV0413'FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET
 RV0413'LOWER THAN THE TRACK, A DISK IN A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0530 ***********************************************************************
 RV0530  DESIGNATION -  D 297 RESET
 RV0530  PID         -  RV0530
 RV0530  STATE/COUNTY-  MT/WHEATLAND
 RV0530  USGS QUAD   -  OXFORD (1986)
 RV0530
 RV0530                         *CURRENT SURVEY CONTROL
 RV0530  ___________________________________________________________________
 RV0530* NAD 83(1986)-  46 31 06.     (N)    109 38 26.     (W)     SCALED    
 RV0530* NAVD 88     -      1291.18   (meters)    4236.1    (feet)  RESET     
 RV0530  ___________________________________________________________________
 RV0530  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 RV0530
 RV0530  VERT ORDER  -  THIRD
 RV0530
 RV0530.The horizontal coordinates were scaled from a topographic map and have
 RV0530.an estimated accuracy of +/- 6 seconds.
 RV0530
 RV0530.The orthometric height was computed from unverified reset data.
 RV0530.No vertical observational check was made to the station.
 RV0530
 RV0530.The geoid height was determined by GEOID03.
 RV0530
 RV0530;                    North         East    Units  Estimated Accuracy
 RV0530;SPC MT       -   252,070.      589,220.      MT  (+/- 180 meters Scaled)
 RV0530
 RV0530                          SUPERSEDED SURVEY CONTROL
 RV0530
 RV0530.No superseded survey control is available for this station.
 RV0530
 RV0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS042525(NAD 83)
 RV0530_MARKER: DB = BENCH MARK DISK
 RV0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0530_STAMPING: D 297 RESET 1962
 RV0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0530+STABILITY: SURFACE MOTION
 RV0530
 RV0530  HISTORY     - Date     Condition        Report By
 RV0530  HISTORY     - 1962     MONUMENTED       BPR
 RV0530
 RV0530                          STATION DESCRIPTION
 RV0530
 RV0530'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1962
 RV0530'14.9 MI NE FROM HARLOWTON.
 RV0530'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0530'HARLOWTON, THENCE 6.0 MILES EAST ALONG A GRAVEL ROAD, 1.1 MILES WEST
 RV0530'OF BENCH MARK N 196 AND THE CROSSING OF THE GREAT NORTHERN RAILWAY, 49
 RV0530'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD NORTH,
 RV0530'40 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 29 FEET WEST OF
 RV0530'THE CENTERLINE OF THE ROAD NORTH, 5 FEET NORTH-NORTHEAST OF A FENCE
 RV0530'CORNER, 3 FEET EAST OF A FENCE, 2 FEET EAST OF A WITNESS POST, ABOUT 1
 RV0530'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RV0530'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0624 ***********************************************************************
 PY0624  DESIGNATION -  D 298
 PY0624  PID         -  PY0624
 PY0624  STATE/COUNTY-  MT/BEAVERHEAD
 PY0624  USGS QUAD   -  UPPER RED ROCK LAKE (1988)
 PY0624
 PY0624                         *CURRENT SURVEY CONTROL
 PY0624  ___________________________________________________________________
 PY0624* NAD 83(1986)-  44 35 17.     (N)    111 40 50.     (W)     SCALED    
 PY0624* NAVD 88     -      2042.510  (meters)    6701.13   (feet)  POSTED    
 PY0624  ___________________________________________________________________
 PY0624  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 PY0624  DYNAMIC HT  -        2041.410 (meters)    6697.53  (feet)  COMP
 PY0624  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 PY0624
 PY0624  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0624
 PY0624.The horizontal coordinates were scaled from a topographic map and have
 PY0624.an estimated accuracy of +/- 6 seconds.
 PY0624
 PY0624.The orthometric height was determined by differential leveling
 PY0624.and adjusted by the National Geodetic Survey in 1992..
 PY0624.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0624.rate of 1.1 thru 2.0 mm/km.
 PY0624
 PY0624.The geoid height was determined by GEOID03.
 PY0624
 PY0624.The dynamic height is computed by dividing the NAVD 88
 PY0624.geopotential number by the normal gravity value computed on the
 PY0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0624.degrees latitude (g = 980.6199 gals.).
 PY0624
 PY0624.The modeled gravity was interpolated from observed gravity values.
 PY0624
 PY0624;                    North         East    Units  Estimated Accuracy
 PY0624;SPC MT       -    39,990.      426,820.      MT  (+/- 180 meters Scaled)
 PY0624
 PY0624                          SUPERSEDED SURVEY CONTROL
 PY0624
 PY0624  NGVD 29 (??/??/92) 2041.173  (m)         6696.75   (f) ADJ UNCH    1 2
 PY0624
 PY0624.Superseded values are not recommended for survey control.
 PY0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0624.See file dsdata.txt to determine how the superseded data were derived.
 PY0624
 PY0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ459374(NAD 83)
 PY0624_MARKER: DB = BENCH MARK DISK
 PY0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0624_STAMPING: D 298 1964
 PY0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0624+STABILITY: SURFACE MOTION
 PY0624
 PY0624  HISTORY     - Date     Condition        Report By
 PY0624  HISTORY     - 1964     MONUMENTED       CGS
 PY0624
 PY0624                          STATION DESCRIPTION
 PY0624
 PY0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0624'6.8 MI E FROM LAKEVIEW.
 PY0624'ABOUT 6.8 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE REFUGE
 PY0624'HEADQUARTERS AT LAKEVIEW, IN S 26, T 14 S, R 1 W, 38 FEET SOUTH OF THE
 PY0624'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE, 1.4 FEET NORTH OF A
 PY0624'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 PY0624'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0043 ***********************************************************************
 PZ0043  DESIGNATION -  D 299
 PZ0043  PID         -  PZ0043
 PZ0043  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0043  USGS QUAD   -  CORRAL CREEK (1968)
 PZ0043
 PZ0043                         *CURRENT SURVEY CONTROL
 PZ0043  ___________________________________________________________________
 PZ0043* NAD 83(1986)-  44 36 05.     (N)    112 10 55.     (W)     SCALED    
 PZ0043* NAVD 88     -      2040.131  (meters)    6693.33   (feet)  ADJUSTED  
 PZ0043  ___________________________________________________________________
 PZ0043  GEOID HEIGHT-          -9.81  (meters)                     GEOID03
 PZ0043  DYNAMIC HT  -        2038.969 (meters)    6689.52  (feet)  COMP
 PZ0043  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 PZ0043
 PZ0043  VERT ORDER  -  FIRST     CLASS II
 PZ0043
 PZ0043.The horizontal coordinates were scaled from a topographic map and have
 PZ0043.an estimated accuracy of +/- 6 seconds.
 PZ0043
 PZ0043.The orthometric height was determined by differential leveling
 PZ0043.and adjusted by the National Geodetic Survey in June 1991..
 PZ0043
 PZ0043.The geoid height was determined by GEOID03.
 PZ0043
 PZ0043.The dynamic height is computed by dividing the NAVD 88
 PZ0043.geopotential number by the normal gravity value computed on the
 PZ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0043.degrees latitude (g = 980.6199 gals.).
 PZ0043
 PZ0043.The modeled gravity was interpolated from observed gravity values.
 PZ0043
 PZ0043;                    North         East    Units  Estimated Accuracy
 PZ0043;SPC MT       -    42,710.      387,060.      MT  (+/- 180 meters Scaled)
 PZ0043
 PZ0043                          SUPERSEDED SURVEY CONTROL
 PZ0043
 PZ0043  NGVD 29 (??/??/92) 2038.768  (m)         6688.86   (f) ADJ UNCH    1 2
 PZ0043
 PZ0043.Superseded values are not recommended for survey control.
 PZ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0043.See file dsdata.txt to determine how the superseded data were derived.
 PZ0043
 PZ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ062393(NAD 83)
 PZ0043_MARKER: DB = BENCH MARK DISK
 PZ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0043_STAMPING: D 299 1964
 PZ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0043+STABILITY: SURFACE MOTION
 PZ0043
 PZ0043  HISTORY     - Date     Condition        Report By
 PZ0043  HISTORY     - 1964     MONUMENTED       CGS
 PZ0043
 PZ0043                          STATION DESCRIPTION
 PZ0043
 PZ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0043'7.6 MI NE FROM MONIDA.
 PZ0043'7.6 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0043'RAILROAD STATION AT MONIDA, ABOUT 100 YARDS SOUTHWEST OF THE SOUTHWEST
 PZ0043'END OF A CURVE IN THE ROAD, 48 FEET NORTHWEST OF THE CENTER LINE OF
 PZ0043'THE ROAD, 2 1/2 FEET SOUTHEAST OF A FENCE LINE, 1.7 FEET NORTHEAST OF
 PZ0043'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 PZ0043'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0044 ***********************************************************************
 SQ0044  DESIGNATION -  D 3
 SQ0044  PID         -  SQ0044
 SQ0044  STATE/COUNTY-  MT/GARFIELD
 SQ0044  USGS QUAD   -  YORK ISLAND (1972)
 SQ0044
 SQ0044                         *CURRENT SURVEY CONTROL
 SQ0044  ___________________________________________________________________
 SQ0044* NAD 83(1986)-  47 58 24.     (N)    106 27 29.     (W)     SCALED    
 SQ0044* NAVD 88     -       638.44   (+/-2cm)    2094.6    (feet)  VERTCON   
 SQ0044  ___________________________________________________________________
 SQ0044  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 SQ0044
 SQ0044  VERT ORDER  -  ? (See Below)
 SQ0044
 SQ0044.The horizontal coordinates were scaled from a topographic map and have
 SQ0044.an estimated accuracy of +/- 6 seconds.
 SQ0044
 SQ0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0044.The vertical order pertains to the NGVD 29 superseded value.
 SQ0044
 SQ0044.The geoid height was determined by GEOID03.
 SQ0044
 SQ0044;                    North         East    Units  Estimated Accuracy
 SQ0044;SPC MT       -   418,140.      826,960.      MT  (+/- 180 meters Scaled)
 SQ0044
 SQ0044                          SUPERSEDED SURVEY CONTROL
 SQ0044
 SQ0044  NGVD 29 (??/??/92)  637.814  (m)         2092.56   (f) ADJ UNCH    ?  
 SQ0044
 SQ0044.Superseded values are not recommended for survey control.
 SQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0044.See file dsdata.txt to determine how the superseded data were derived.
 SQ0044
 SQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP911143(NAD 83)
 SQ0044_MARKER: P = PIPE CAP
 SQ0044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0044_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0044_STAMPING: D 3
 SQ0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0044
 SQ0044  HISTORY     - Date     Condition        Report By
 SQ0044  HISTORY     - UNK      MONUMENTED       DOD
 SQ0044  HISTORY     - 1934     GOOD             NGS
 SQ0044  HISTORY     - 1972     MARK NOT FOUND   USGS
 SQ0044
 SQ0044                          STATION DESCRIPTION
 SQ0044
 SQ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0044'13.4 MI N FROM HAXBY.
 SQ0044'IN GARFIELD COUNTY, ABOUT 13.4 MILES NORTH ALONG STATE HIGHWAY 22 FROM
 SQ0044'HAXBY, GARFIELD COUNTY, ABOUT 6.6 MILES SOUTH OF LISMAS, VALLEY
 SQ0044'COUNTY, ABOUT 0.7 MILE EAST OF THE HIGHWAY, ABOUT 1 MILE DUE WEST OF A
 SQ0044'TIMBERED HILL, ABOUT 1 MILE DUE EAST OF A RANCH HOUSE ON THE RIGHT
 SQ0044'BANK OF BIG DRY CREEK, ABOUT 3/4 MILE SOUTHWEST OF A DESERTED RANCH
 SQ0044'HOUSE AND BARN, ABOUT 25 FEET EAST OF A HIGH BANK ON THE LEFT BANK OF
 SQ0044'THE CREEK, AND IN LINE WITH AN EAST-AND-WEST FENCE ALONG THE SOUTH
 SQ0044'SIDE OF A COULEE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 SQ0044'STAMPED D 3 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING
 SQ0044'ABOUT 8 INCHES ABOVE GROUND.  NOTE-- MARK UNDERWATER.
 SQ0044
 SQ0044                          STATION RECOVERY (1972)
 SQ0044
 SQ0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SQ0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0872 ***********************************************************************
 SR0872  DESIGNATION -  D 3 W
 SR0872  PID         -  SR0872
 SR0872  STATE/COUNTY-  MT/FERGUS
 SR0872  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0872
 SR0872                         *CURRENT SURVEY CONTROL
 SR0872  ___________________________________________________________________
 SR0872* NAD 83(1986)-  47 33 41.     (N)    109 37 53.     (W)     SCALED    
 SR0872* NAVD 88     -      1045.264  (meters)    3429.34   (feet)  ADJUSTED  
 SR0872  ___________________________________________________________________
 SR0872  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SR0872  DYNAMIC HT  -        1045.221 (meters)    3429.20  (feet)  COMP
 SR0872  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 SR0872
 SR0872  VERT ORDER  -  SECOND    CLASS 0
 SR0872
 SR0872.The horizontal coordinates were scaled from a topographic map and have
 SR0872.an estimated accuracy of +/- 6 seconds.
 SR0872
 SR0872.The orthometric height was determined by differential leveling
 SR0872.and adjusted by the National Geodetic Survey in June 1991..
 SR0872
 SR0872.The geoid height was determined by GEOID03.
 SR0872
 SR0872.The dynamic height is computed by dividing the NAVD 88
 SR0872.geopotential number by the normal gravity value computed on the
 SR0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0872.degrees latitude (g = 980.6199 gals.).
 SR0872
 SR0872.The modeled gravity was interpolated from observed gravity values.
 SR0872
 SR0872;                    North         East    Units  Estimated Accuracy
 SR0872;SPC MT       -   367,960.      590,120.      MT  (+/- 180 meters Scaled)
 SR0872
 SR0872                          SUPERSEDED SURVEY CONTROL
 SR0872
 SR0872  NGVD 29 (??/??/92) 1044.426  (m)         3426.59   (f) ADJ UNCH    2 0
 SR0872
 SR0872.Superseded values are not recommended for survey control.
 SR0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0872.See file dsdata.txt to determine how the superseded data were derived.
 SR0872
 SR0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT029684(NAD 83)
 SR0872_MARKER: DS = TRIANGULATION STATION DISK
 SR0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0872_STAMPING: D 3 W 1961
 SR0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0872+STABILITY: SURFACE MOTION
 SR0872
 SR0872  HISTORY     - Date     Condition        Report By
 SR0872  HISTORY     - 1961     MONUMENTED       CGS
 SR0872
 SR0872                          STATION DESCRIPTION
 SR0872
 SR0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0872'14.15 MI W FROM WINIFRED.
 SR0872'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0872'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0872'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0872'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0872'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, IN SECTION 26, T 21
 SR0872'N, R 16 E, ON THE CREST OF A HILL OVERLOOKING WOLF CREEK CANYON TO THE
 SR0872'WEST, 241 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 240 FEET
 SR0872'SOUTHWEST OF A POWER POLE, 53 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 SR0872'A FIELD, 27.8 FEET NORTHEAST OF D 3 W R.M. 2, 21.4 FEET SOUTH OF D 3 W
 SR0872'R.M. 1, 4.5 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF
 SR0872'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0871 ***********************************************************************
 SR0871  DESIGNATION -  D 3 W RM 1
 SR0871  PID         -  SR0871
 SR0871  STATE/COUNTY-  MT/FERGUS
 SR0871  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0871
 SR0871                         *CURRENT SURVEY CONTROL
 SR0871  ___________________________________________________________________
 SR0871* NAD 83(1986)-  47 33 42.     (N)    109 37 52.     (W)     SCALED    
 SR0871* NAVD 88     -      1044.478  (meters)    3426.76   (feet)  ADJUSTED  
 SR0871  ___________________________________________________________________
 SR0871  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SR0871  DYNAMIC HT  -        1044.436 (meters)    3426.62  (feet)  COMP
 SR0871  MODELED GRAV-     980,535.3   (mgal)                       NAVD 88
 SR0871
 SR0871  VERT ORDER  -  SECOND    CLASS 0
 SR0871
 SR0871.The horizontal coordinates were scaled from a topographic map and have
 SR0871.an estimated accuracy of +/- 6 seconds.
 SR0871
 SR0871.The orthometric height was determined by differential leveling
 SR0871.and adjusted by the National Geodetic Survey in June 1991..
 SR0871
 SR0871.The geoid height was determined by GEOID03.
 SR0871
 SR0871.The dynamic height is computed by dividing the NAVD 88
 SR0871.geopotential number by the normal gravity value computed on the
 SR0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0871.degrees latitude (g = 980.6199 gals.).
 SR0871
 SR0871.The modeled gravity was interpolated from observed gravity values.
 SR0871
 SR0871;                    North         East    Units  Estimated Accuracy
 SR0871;SPC MT       -   367,990.      590,140.      MT  (+/- 180 meters Scaled)
 SR0871
 SR0871                          SUPERSEDED SURVEY CONTROL
 SR0871
 SR0871  NGVD 29 (??/??/92) 1043.640  (m)         3424.01   (f) ADJ UNCH    2 0
 SR0871
 SR0871.Superseded values are not recommended for survey control.
 SR0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0871.See file dsdata.txt to determine how the superseded data were derived.
 SR0871
 SR0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT029684(NAD 83)
 SR0871_MARKER: DR = REFERENCE MARK DISK
 SR0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0871_STAMPING: D 3 W NO 1 1961
 SR0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0871+STABILITY: SURFACE MOTION
 SR0871
 SR0871  HISTORY     - Date     Condition        Report By
 SR0871  HISTORY     - 1961     MONUMENTED       CGS
 SR0871
 SR0871                          STATION DESCRIPTION
 SR0871
 SR0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0871'14.15 MI W FROM WINIFRED.
 SR0871'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0871'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0871'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0871'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0871'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, IN SECTION 26, T 21
 SR0871'N, R 16 E, ON THE CREST OF A HILL OVERLOOKING WOLF CREEK CANYON TO THE
 SR0871'WEST, 230 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 68 FEET
 SR0871'NORTHWEST OF THE NORTHWEST EDGE OF A FIELD, 21.4 FEET NORTH OF D 3 W
 SR0871'1961, ABOUT 2 1/2 FEET BELOW THE LEVEL OF D 3 W 1961, AND SET IN THE
 SR0871'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0873 ***********************************************************************
 SR0873  DESIGNATION -  D 3 W RM 2
 SR0873  PID         -  SR0873
 SR0873  STATE/COUNTY-  MT/FERGUS
 SR0873  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0873
 SR0873                         *CURRENT SURVEY CONTROL
 SR0873  ___________________________________________________________________
 SR0873* NAD 83(1986)-  47 33 41.     (N)    109 37 52.     (W)     SCALED    
 SR0873* NAVD 88     -      1044.950  (meters)    3428.31   (feet)  ADJUSTED  
 SR0873  ___________________________________________________________________
 SR0873  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SR0873  DYNAMIC HT  -        1044.907 (meters)    3428.17  (feet)  COMP
 SR0873  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 SR0873
 SR0873  VERT ORDER  -  SECOND    CLASS 0
 SR0873
 SR0873.The horizontal coordinates were scaled from a topographic map and have
 SR0873.an estimated accuracy of +/- 6 seconds.
 SR0873
 SR0873.The orthometric height was determined by differential leveling
 SR0873.and adjusted by the National Geodetic Survey in June 1991..
 SR0873
 SR0873.The geoid height was determined by GEOID03.
 SR0873
 SR0873.The dynamic height is computed by dividing the NAVD 88
 SR0873.geopotential number by the normal gravity value computed on the
 SR0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0873.degrees latitude (g = 980.6199 gals.).
 SR0873
 SR0873.The modeled gravity was interpolated from observed gravity values.
 SR0873
 SR0873;                    North         East    Units  Estimated Accuracy
 SR0873;SPC MT       -   367,960.      590,140.      MT  (+/- 180 meters Scaled)
 SR0873
 SR0873                          SUPERSEDED SURVEY CONTROL
 SR0873
 SR0873  NGVD 29 (??/??/92) 1044.112  (m)         3425.56   (f) ADJ UNCH    2 0
 SR0873
 SR0873.Superseded values are not recommended for survey control.
 SR0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0873.See file dsdata.txt to determine how the superseded data were derived.
 SR0873
 SR0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT029684(NAD 83)
 SR0873_MARKER: DR = REFERENCE MARK DISK
 SR0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0873_STAMPING: D 3 W NO 2 1961
 SR0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0873+STABILITY: SURFACE MOTION
 SR0873
 SR0873  HISTORY     - Date     Condition        Report By
 SR0873  HISTORY     - 1961     MONUMENTED       CGS
 SR0873
 SR0873                          STATION DESCRIPTION
 SR0873
 SR0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0873'14.15 MI W FROM WINIFRED.
 SR0873'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0873'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0873'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0873'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0873'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, IN SECTION 26, T 21
 SR0873'N, R 16 E, 268 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 49 FEET
 SR0873'NORTHWEST OF THE NORTHWEST EDGE OF A FIELD, 27.8 FEET SOUTHWEST OF D 3
 SR0873'W 1961, 30.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE
 SR0873'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0875 ***********************************************************************
 SR0875  DESIGNATION -  D 3 X
 SR0875  PID         -  SR0875
 SR0875  STATE/COUNTY-  MT/FERGUS
 SR0875  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0875
 SR0875                         *CURRENT SURVEY CONTROL
 SR0875  ___________________________________________________________________
 SR0875* NAD 83(1986)-  47 33 33.     (N)    109 37 34.     (W)     SCALED    
 SR0875* NAVD 88     -      1029.263  (meters)    3376.84   (feet)  ADJUSTED  
 SR0875  ___________________________________________________________________
 SR0875  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SR0875  DYNAMIC HT  -        1029.219 (meters)    3376.70  (feet)  COMP
 SR0875  MODELED GRAV-     980,534.2   (mgal)                       NAVD 88
 SR0875
 SR0875  VERT ORDER  -  SECOND    CLASS 0
 SR0875
 SR0875.The horizontal coordinates were scaled from a topographic map and have
 SR0875.an estimated accuracy of +/- 6 seconds.
 SR0875
 SR0875.The orthometric height was determined by differential leveling
 SR0875.and adjusted by the National Geodetic Survey in June 1991..
 SR0875
 SR0875.The geoid height was determined by GEOID03.
 SR0875
 SR0875.The dynamic height is computed by dividing the NAVD 88
 SR0875.geopotential number by the normal gravity value computed on the
 SR0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0875.degrees latitude (g = 980.6199 gals.).
 SR0875
 SR0875.The modeled gravity was interpolated from observed gravity values.
 SR0875
 SR0875;                    North         East    Units  Estimated Accuracy
 SR0875;SPC MT       -   367,710.      590,510.      MT  (+/- 180 meters Scaled)
 SR0875
 SR0875                          SUPERSEDED SURVEY CONTROL
 SR0875
 SR0875  NGVD 29 (??/??/92) 1028.422  (m)         3374.08   (f) ADJ UNCH    2 0
 SR0875
 SR0875.Superseded values are not recommended for survey control.
 SR0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0875.See file dsdata.txt to determine how the superseded data were derived.
 SR0875
 SR0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT033682(NAD 83)
 SR0875_MARKER: DS = TRIANGULATION STATION DISK
 SR0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0875_STAMPING: D 3 X 1961
 SR0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0875+STABILITY: SURFACE MOTION
 SR0875
 SR0875  HISTORY     - Date     Condition        Report By
 SR0875  HISTORY     - 1961     MONUMENTED       CGS
 SR0875
 SR0875                          STATION DESCRIPTION
 SR0875
 SR0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0875'14.5 MI W FROM WINIFRED.
 SR0875'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0875'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0875'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0875'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0875'THENCE 2.4 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTH
 SR0875'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST ALONG A DIM TRAIL ROAD
 SR0875'ALONG THE NORTH SIDE OF A CULTIVATED FIELD, IN SECTION 26,T 21 N, R 16
 SR0875'E, ON THE CREST OF A SMALL KNOLL, 52 FEET NORTH OF THE CENTER LINE OF
 SR0875'THE TRAIL ROAD, 81 FEET NORTH OF THE NORTH EDGE OF THE CULTIVATED
 SR0875'FIELD, 42.1 FEET NORTH OF D 3 X R.M. 1, 41.6 FEET EAST OF D 3 X R.M.
 SR0875'2, 5.8 FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0875'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0874 ***********************************************************************
 SR0874  DESIGNATION -  D 3 X RM 1
 SR0874  PID         -  SR0874
 SR0874  STATE/COUNTY-  MT/FERGUS
 SR0874  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0874
 SR0874                         *CURRENT SURVEY CONTROL
 SR0874  ___________________________________________________________________
 SR0874* NAD 83(1986)-  47 33 32.     (N)    109 37 34.     (W)     SCALED    
 SR0874* NAVD 88     -      1029.437  (meters)    3377.41   (feet)  ADJUSTED  
 SR0874  ___________________________________________________________________
 SR0874  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SR0874  DYNAMIC HT  -        1029.393 (meters)    3377.27  (feet)  COMP
 SR0874  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 SR0874
 SR0874  VERT ORDER  -  SECOND    CLASS 0
 SR0874
 SR0874.The horizontal coordinates were scaled from a topographic map and have
 SR0874.an estimated accuracy of +/- 6 seconds.
 SR0874
 SR0874.The orthometric height was determined by differential leveling
 SR0874.and adjusted by the National Geodetic Survey in June 1991..
 SR0874
 SR0874.The geoid height was determined by GEOID03.
 SR0874
 SR0874.The dynamic height is computed by dividing the NAVD 88
 SR0874.geopotential number by the normal gravity value computed on the
 SR0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0874.degrees latitude (g = 980.6199 gals.).
 SR0874
 SR0874.The modeled gravity was interpolated from observed gravity values.
 SR0874
 SR0874;                    North         East    Units  Estimated Accuracy
 SR0874;SPC MT       -   367,680.      590,510.      MT  (+/- 180 meters Scaled)
 SR0874
 SR0874                          SUPERSEDED SURVEY CONTROL
 SR0874
 SR0874  NGVD 29 (??/??/92) 1028.595  (m)         3374.65   (f) ADJ UNCH    2 0
 SR0874
 SR0874.Superseded values are not recommended for survey control.
 SR0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0874.See file dsdata.txt to determine how the superseded data were derived.
 SR0874
 SR0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT033681(NAD 83)
 SR0874_MARKER: DR = REFERENCE MARK DISK
 SR0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0874_STAMPING: D 3 X NO 1 1961
 SR0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0874+STABILITY: SURFACE MOTION
 SR0874
 SR0874  HISTORY     - Date     Condition        Report By
 SR0874  HISTORY     - 1961     MONUMENTED       CGS
 SR0874
 SR0874                          STATION DESCRIPTION
 SR0874
 SR0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0874'14.5 MI W FROM WINIFRED.
 SR0874'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0874'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0874'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0874'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0874'THENCE 2.4 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTH
 SR0874'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST ALONG A DIM TRAIL ROAD
 SR0874'ALONG THE NORTH SIDE OF A CULTIVATED FIELD, IN SECTION 26, T 21 N, R
 SR0874'16 E, 30 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 39 FEET
 SR0874'NORTH OF THE NORTH EDGE OF THE FIELD, 42.1 FEET SOUTH OF D 3 X 1961,
 SR0874'40.5 FEET SOUTH OF A METAL WITNESS POST, 66.9 FEET SOUTHEAST OF D 3 X
 SR0874'R.M. 2, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0876 ***********************************************************************
 SR0876  DESIGNATION -  D 3 X RM 2
 SR0876  PID         -  SR0876
 SR0876  STATE/COUNTY-  MT/FERGUS
 SR0876  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0876
 SR0876                         *CURRENT SURVEY CONTROL
 SR0876  ___________________________________________________________________
 SR0876* NAD 83(1986)-  47 33 33.     (N)    109 37 35.     (W)     SCALED    
 SR0876* NAVD 88     -      1028.489  (meters)    3374.30   (feet)  ADJUSTED  
 SR0876  ___________________________________________________________________
 SR0876  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SR0876  DYNAMIC HT  -        1028.445 (meters)    3374.16  (feet)  COMP
 SR0876  MODELED GRAV-     980,534.2   (mgal)                       NAVD 88
 SR0876
 SR0876  VERT ORDER  -  SECOND    CLASS 0
 SR0876
 SR0876.The horizontal coordinates were scaled from a topographic map and have
 SR0876.an estimated accuracy of +/- 6 seconds.
 SR0876
 SR0876.The orthometric height was determined by differential leveling
 SR0876.and adjusted by the National Geodetic Survey in June 1991..
 SR0876
 SR0876.The geoid height was determined by GEOID03.
 SR0876
 SR0876.The dynamic height is computed by dividing the NAVD 88
 SR0876.geopotential number by the normal gravity value computed on the
 SR0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0876.degrees latitude (g = 980.6199 gals.).
 SR0876
 SR0876.The modeled gravity was interpolated from observed gravity values.
 SR0876
 SR0876;                    North         East    Units  Estimated Accuracy
 SR0876;SPC MT       -   367,710.      590,490.      MT  (+/- 180 meters Scaled)
 SR0876
 SR0876                          SUPERSEDED SURVEY CONTROL
 SR0876
 SR0876  NGVD 29 (??/??/92) 1027.648  (m)         3371.54   (f) ADJ UNCH    2 0
 SR0876
 SR0876.Superseded values are not recommended for survey control.
 SR0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0876.See file dsdata.txt to determine how the superseded data were derived.
 SR0876
 SR0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT033682(NAD 83)
 SR0876_MARKER: DR = REFERENCE MARK DISK
 SR0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0876_STAMPING: D 3 X NO 2 1961
 SR0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0876+STABILITY: SURFACE MOTION
 SR0876
 SR0876  HISTORY     - Date     Condition        Report By
 SR0876  HISTORY     - 1961     MONUMENTED       CGS
 SR0876
 SR0876                          STATION DESCRIPTION
 SR0876
 SR0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0876'14.5 MI W FROM WINIFRED.
 SR0876'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0876'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0876'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0876'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0876'THENCE 2.4 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTH
 SR0876'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST ALONG A DIM TRAIL ROAD
 SR0876'ALONG THE NORTH SIDE OF A CULTIVATED FIELD, IN SECTION 26, T 21 N, R
 SR0876'16 E, 86 FEET NORTH OF THE NORTH EDGE OF THE FIELD, 66.9 FEET
 SR0876'NORTHWEST OF D 3 X R.M. 1, 41.6 FEET WEST OF D 3 X 1961, AND SET IN
 SR0876'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0009 ***********************************************************************
 SP0009  DESIGNATION -  D 30
 SP0009  PID         -  SP0009
 SP0009  STATE/COUNTY-  MT/RICHLAND
 SP0009  USGS QUAD   -  CRANE (1966)
 SP0009
 SP0009                         *CURRENT SURVEY CONTROL
 SP0009  ___________________________________________________________________
 SP0009* NAD 83(1986)-  47 33 12.     (N)    104 16 26.     (W)     SCALED    
 SP0009* NAVD 88     -       590.508  (meters)    1937.36   (feet)  POSTED    
 SP0009  ___________________________________________________________________
 SP0009  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SP0009  DYNAMIC HT  -         590.560 (meters)    1937.53  (feet)  COMP
 SP0009  MODELED GRAV-     980,680.6   (mgal)                       NAVD 88
 SP0009
 SP0009  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SP0009
 SP0009.The horizontal coordinates were scaled from a topographic map and have
 SP0009.an estimated accuracy of +/- 6 seconds.
 SP0009
 SP0009.The orthometric height was determined by differential leveling
 SP0009.and adjusted by the National Geodetic Survey in 1992..
 SP0009.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SP0009.rate of 0.0 thru 1.0 mm/km.
 SP0009
 SP0009.The geoid height was determined by GEOID03.
 SP0009
 SP0009.The dynamic height is computed by dividing the NAVD 88
 SP0009.geopotential number by the normal gravity value computed on the
 SP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0009.degrees latitude (g = 980.6199 gals.).
 SP0009
 SP0009.The modeled gravity was interpolated from observed gravity values.
 SP0009
 SP0009;                    North         East    Units  Estimated Accuracy
 SP0009;SPC MT       -   380,170.      992,840.      MT  (+/- 180 meters Scaled)
 SP0009
 SP0009                          SUPERSEDED SURVEY CONTROL
 SP0009
 SP0009  NGVD 29 (??/??/92)  589.978  (m)         1935.62   (f) ADJ UNCH    1 2
 SP0009
 SP0009.Superseded values are not recommended for survey control.
 SP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0009.See file dsdata.txt to determine how the superseded data were derived.
 SP0009
 SP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN546669(NAD 83)
 SP0009_MARKER: Q = CHISELED SQUARE
 SP0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SP0009_SP_SET: CANAL CROSSING
 SP0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0009
 SP0009  HISTORY     - Date     Condition        Report By
 SP0009  HISTORY     - UNK      MONUMENTED       CGS
 SP0009  HISTORY     - 1915     GOOD             NGS
 SP0009  HISTORY     - 1934     MARK NOT FOUND   NGS
 SP0009
 SP0009                          STATION DESCRIPTION
 SP0009
 SP0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1915
 SP0009'1.25 MI S FROM CRANE.
 SP0009'1-1/4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SP0009'AT CRANE, RICHLAND COUNTY, AND IN THE WEST HEAD WALL OF A LATERAL
 SP0009'CANAL CROSSING.  THE HIGHEST POINT IN A CHISELED SQUARE.
 SP0009
 SP0009                          STATION RECOVERY (1934)
 SP0009
 SP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SP0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0159 ***********************************************************************
 RY0159  DESIGNATION -  D 300
 RY0159  PID         -  RY0159
 RY0159  STATE/COUNTY-  MT/RAVALLI
 RY0159  USGS QUAD   -  COMO PEAKS (1964)
 RY0159
 RY0159                         *CURRENT SURVEY CONTROL
 RY0159  ___________________________________________________________________
 RY0159* NAD 83(1986)-  46 06 04.     (N)    114 15 22.     (W)     SCALED    
 RY0159* NAVD 88     -      1293.390  (meters)    4243.40   (feet)  ADJUSTED  
 RY0159  ___________________________________________________________________
 RY0159  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 RY0159  DYNAMIC HT  -        1292.983 (meters)    4242.06  (feet)  COMP
 RY0159  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 RY0159
 RY0159  VERT ORDER  -  SECOND    CLASS 0
 RY0159
 RY0159.The horizontal coordinates were scaled from a topographic map and have
 RY0159.an estimated accuracy of +/- 6 seconds.
 RY0159
 RY0159.The orthometric height was determined by differential leveling
 RY0159.and adjusted by the National Geodetic Survey in June 1991..
 RY0159
 RY0159.The geoid height was determined by GEOID03.
 RY0159
 RY0159.The dynamic height is computed by dividing the NAVD 88
 RY0159.geopotential number by the normal gravity value computed on the
 RY0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0159.degrees latitude (g = 980.6199 gals.).
 RY0159
 RY0159.The modeled gravity was interpolated from observed gravity values.
 RY0159
 RY0159;                    North         East    Units  Estimated Accuracy
 RY0159;SPC MT       -   216,870.      232,650.      MT  (+/- 180 meters Scaled)
 RY0159
 RY0159                          SUPERSEDED SURVEY CONTROL
 RY0159
 RY0159  NGVD 29 (??/??/92) 1292.243  (m)         4239.63   (f) ADJ UNCH    2 0
 RY0159
 RY0159.Superseded values are not recommended for survey control.
 RY0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0159.See file dsdata.txt to determine how the superseded data were derived.
 RY0159
 RY0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM120089(NAD 83)
 RY0159_MARKER: DB = BENCH MARK DISK
 RY0159_SETTING: 80 = SET IN A BOULDER
 RY0159_STAMPING: D 300 1964
 RY0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0159+STABILITY: SURFACE MOTION
 RY0159
 RY0159  HISTORY     - Date     Condition        Report By
 RY0159  HISTORY     - 1964     MONUMENTED       CGS
 RY0159  HISTORY     - 1965     GOOD             NGS
 RY0159
 RY0159                          STATION DESCRIPTION
 RY0159
 RY0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0159'11.4 MI NW FROM DARBY.
 RY0159'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0159'THENCE 4.4 MILES WEST ALONG LOST HORSE ROAD, ALONG A SHORT
 RY0159'NORTHEAST-SOUTHWEST TANGENT, IN THE TOP OF THE NORTHWEST EDGE OF A 12-
 RY0159'BY 18-FOOT BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND, 58 FEET
 RY0159'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN
 RY0159'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0311 ***********************************************************************
 TJ0311  DESIGNATION -  D 31
 TJ0311  PID         -  TJ0311
 TJ0311  STATE/COUNTY-  MT/VALLEY
 TJ0311  USGS QUAD   -  HINSDALE (1984)
 TJ0311
 TJ0311                         *CURRENT SURVEY CONTROL
 TJ0311  ___________________________________________________________________
 TJ0311* NAD 83(1986)-  48 25 49.     (N)    107 04 24.     (W)     SCALED    
 TJ0311* NAVD 88     -       653.900  (meters)    2145.34   (feet)  POSTED    
 TJ0311  ___________________________________________________________________
 TJ0311  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 TJ0311  DYNAMIC HT  -         653.990 (meters)    2145.63  (feet)  COMP
 TJ0311  MODELED GRAV-     980,731.3   (mgal)                       NAVD 88
 TJ0311
 TJ0311  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0311
 TJ0311.The horizontal coordinates were scaled from a topographic map and have
 TJ0311.an estimated accuracy of +/- 6 seconds.
 TJ0311
 TJ0311.The orthometric height was determined by differential leveling
 TJ0311.and adjusted by the National Geodetic Survey in 1992..
 TJ0311.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0311.rate of 0.0 thru 1.0 mm/km.
 TJ0311
 TJ0311.The geoid height was determined by GEOID03.
 TJ0311
 TJ0311.The dynamic height is computed by dividing the NAVD 88
 TJ0311.geopotential number by the normal gravity value computed on the
 TJ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0311.degrees latitude (g = 980.6199 gals.).
 TJ0311
 TJ0311.The modeled gravity was interpolated from observed gravity values.
 TJ0311
 TJ0311;                    North         East    Units  Estimated Accuracy
 TJ0311;SPC MT       -   467,300.      779,500.      MT  (+/- 180 meters Scaled)
 TJ0311
 TJ0311                          SUPERSEDED SURVEY CONTROL
 TJ0311
 TJ0311  NGVD 29 (??/??/92)  653.240  (m)         2143.17   (f) ADJ UNCH    1 2
 TJ0311
 TJ0311.Superseded values are not recommended for survey control.
 TJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0311.See file dsdata.txt to determine how the superseded data were derived.
 TJ0311
 TJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP466662(NAD 83)
 TJ0311_MARKER: DB = BENCH MARK DISK
 TJ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0311_STAMPING: 2143.172 D 31 1921
 TJ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0311+STABILITY: SURFACE MOTION
 TJ0311
 TJ0311  HISTORY     - Date     Condition        Report By
 TJ0311  HISTORY     - 1921     MONUMENTED       CGS
 TJ0311  HISTORY     - 1939     GOOD             DOD
 TJ0311  HISTORY     - 1967     MARK NOT FOUND   NGS
 TJ0311
 TJ0311                          STATION DESCRIPTION
 TJ0311
 TJ0311'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TJ0311'3.1 MI N FROM HINSDALE.
 TJ0311'3.1 MILES NORTH ALONG A GRADED ROAD FROM HINSDALE, VALLEY COUNTY, 1.0
 TJ0311'MILE NORTH OF THE STEEL HIGHWAY BRIDGE OVER MILK RIVER, AT THE WEST
 TJ0311'EDGE OF THE ROAD, NEAR THE FENCE LINE, AND 5 FEET SOUTH OF A CONCRETE
 TJ0311'GATEPOST.  A STANDARD DISK, STAMPED 2143.172 D 31 1921 AND SET IN THE
 TJ0311'TOP OF A CONCRETE POST.  NOTE-- GATEPOST IS GONE.
 TJ0311
 TJ0311                          STATION RECOVERY (1967)
 TJ0311
 TJ0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TJ0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0464 ***********************************************************************
 RX0464  DESIGNATION -  D 310
 RX0464  PID         -  RX0464
 RX0464  STATE/COUNTY-  MT/POWELL
 RX0464  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0464
 RX0464                         *CURRENT SURVEY CONTROL
 RX0464  ___________________________________________________________________
 RX0464* NAD 83(1986)-  46 34 04.     (N)    112 53 35.     (W)     SCALED    
 RX0464* NAVD 88     -      1290.388  (meters)    4233.55   (feet)  ADJUSTED  
 RX0464  ___________________________________________________________________
 RX0464  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 RX0464  DYNAMIC HT  -        1290.086 (meters)    4232.56  (feet)  COMP
 RX0464  MODELED GRAV-     980,335.7   (mgal)                       NAVD 88
 RX0464
 RX0464  VERT ORDER  -  FIRST     CLASS II
 RX0464
 RX0464.The horizontal coordinates were scaled from a topographic map and have
 RX0464.an estimated accuracy of +/- 6 seconds.
 RX0464
 RX0464.The orthometric height was determined by differential leveling
 RX0464.and adjusted by the National Geodetic Survey in June 1991..
 RX0464
 RX0464.The geoid height was determined by GEOID03.
 RX0464
 RX0464.The dynamic height is computed by dividing the NAVD 88
 RX0464.geopotential number by the normal gravity value computed on the
 RX0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0464.degrees latitude (g = 980.6199 gals.).
 RX0464
 RX0464.The modeled gravity was interpolated from observed gravity values.
 RX0464
 RX0464;                    North         East    Units  Estimated Accuracy
 RX0464;SPC MT       -   263,190.      340,100.      MT  (+/- 180 meters Scaled)
 RX0464
 RX0464                          SUPERSEDED SURVEY CONTROL
 RX0464
 RX0464  NGVD 29 (??/??/92) 1289.282  (m)         4229.92   (f) ADJ UNCH    1 2
 RX0464
 RX0464.Superseded values are not recommended for survey control.
 RX0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0464.See file dsdata.txt to determine how the superseded data were derived.
 RX0464
 RX0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS549588(NAD 83)
 RX0464_MARKER: DB = BENCH MARK DISK
 RX0464_SETTING: 66 = SET IN ROCK OUTCROP
 RX0464_SP_SET: ROCK OUTCROP
 RX0464_STAMPING: D 310 1959
 RX0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0464+STABILITY: POSITION/ELEVATION WELL
 RX0464
 RX0464  HISTORY     - Date     Condition        Report By
 RX0464  HISTORY     - 1959     MONUMENTED       CGS
 RX0464  HISTORY     - 1979     GOOD             NGS
 RX0464  HISTORY     - 19850804 MARK NOT FOUND   USGS
 RX0464  HISTORY     - 19850804 MARK NOT FOUND   USPSQD
 RX0464
 RX0464                          STATION DESCRIPTION
 RX0464
 RX0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0464'5.35 MI NW FROM GARRISON.
 RX0464'ABOUT 5.35 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0464'THE STATION AT GARRISON, ABOUT 0.15 MILE NORTHWEST OF MILEPOST 56, IN
 RX0464'THE SOUTHEAST 1/4 OF SECTION 31, T 10 N, R 10 W, 39 FEET SOUTHWEST OF
 RX0464'THE SOUTHWEST RAIL, IN THE TOP OF A ROCK OUTCROP AT THE FOOT OF A ROCK
 RX0464'WALL, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE CHICAGO,
 RX0464'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, ABOUT 3 1/2 FEET ABOVE THE
 RX0464'LEVEL OF THE TRACKS, AND ABOUT 2 FEET ABOVE THE GROUND.
 RX0464
 RX0464                          STATION RECOVERY (1979)
 RX0464
 RX0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0464'6.4 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0464'HIGHWAY 12 AT GARRISON, THENCE 0.2 MILE WEST ACROSS THE CLARK FORK
 RX0464'RIVER ON THE BURLINGTON NORTHERN RAILWAY, 0.15 MILE NORTHWEST OF
 RX0464'RAILWAY MILE POST 56, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5
 RX0464'FEET WEST OF A TELEPHONE POLE.
 RX0464'THE MARK IS 3 FT ABOVE THE TRACK.
 RX0464
 RX0464                          STATION RECOVERY (1985)
 RX0464
 RX0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JKL)
 RX0464'MARK NOT FOUND.
 RX0464
 RX0464                          STATION RECOVERY (1985)
 RX0464
 RX0464'RECOVERY NOTE BY US POWER SQUADRON 1985 (JKL)
 RX0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0534 ***********************************************************************
 RX0534  DESIGNATION -  D 311
 RX0534  PID         -  RX0534
 RX0534  STATE/COUNTY-  MT/GRANITE
 RX0534  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0534
 RX0534                         *CURRENT SURVEY CONTROL
 RX0534  ___________________________________________________________________
 RX0534* NAD 83(1986)-  46 42 00.     (N)    113 23 13.     (W)     SCALED    
 RX0534* NAVD 88     -      1146.222  (meters)    3760.56   (feet)  ADJUSTED  
 RX0534  ___________________________________________________________________
 RX0534  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 RX0534  DYNAMIC HT  -        1145.991 (meters)    3759.81  (feet)  COMP
 RX0534  MODELED GRAV-     980,373.6   (mgal)                       NAVD 88
 RX0534
 RX0534  VERT ORDER  -  FIRST     CLASS II
 RX0534
 RX0534.The horizontal coordinates were scaled from a topographic map and have
 RX0534.an estimated accuracy of +/- 6 seconds.
 RX0534
 RX0534.The orthometric height was determined by differential leveling
 RX0534.and adjusted by the National Geodetic Survey in June 1991..
 RX0534
 RX0534.The geoid height was determined by GEOID03.
 RX0534
 RX0534.The dynamic height is computed by dividing the NAVD 88
 RX0534.geopotential number by the normal gravity value computed on the
 RX0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0534.degrees latitude (g = 980.6199 gals.).
 RX0534
 RX0534.The modeled gravity was interpolated from observed gravity values.
 RX0534
 RX0534;                    North         East    Units  Estimated Accuracy
 RX0534;SPC MT       -   279,620.      303,020.      MT  (+/- 180 meters Scaled)
 RX0534
 RX0534                          SUPERSEDED SURVEY CONTROL
 RX0534
 RX0534  NGVD 29 (??/??/92) 1145.154  (m)         3757.06   (f) ADJ UNCH    1 2
 RX0534
 RX0534.Superseded values are not recommended for survey control.
 RX0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0534.See file dsdata.txt to determine how the superseded data were derived.
 RX0534
 RX0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS175745(NAD 83)
 RX0534_MARKER: DB = BENCH MARK DISK
 RX0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0534_SP_SET: FOUNDATION
 RX0534_STAMPING: D 311 1959
 RX0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0534
 RX0534  HISTORY     - Date     Condition        Report By
 RX0534  HISTORY     - 1959     MONUMENTED       CGS
 RX0534  HISTORY     - 1979     GOOD             NGS
 RX0534
 RX0534                          STATION DESCRIPTION
 RX0534
 RX0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0534'3.15 MI W FROM BEARMOUTH.
 RX0534'ABOUT 3.15 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0534'STATION AT BEARMOUTH, 12 1/2 POLES SOUTHWEST OF MILEPOST 84, IN
 RX0534'SECTION 20, T 11 N, R 14 W, IN THE TOP OF THE SOUTHWEST SIDE OF AN
 RX0534'ABANDONED SIGNAL FOUNDATION PROJECTING ABOUT 1 FOOT, 8 FEET SOUTHEAST
 RX0534'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT BELOW THE
 RX0534'LEVEL OF THE TRACKS.
 RX0534
 RX0534                          STATION RECOVERY (1979)
 RX0534
 RX0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0534'CHANGE MILEAGE HEADING TO--13.25 MILES WEST ALONG US HIGHWAY 90 FROM
 RX0534'ITS JUNCTION WITH STATE HIGHWAY 10A IN DRUMMOND, 0.3 MILE EAST OF
 RX0534'HIGHWAY MILEPOST 140, SET ON THE BURLINGTON NORTHERN RAILWAY,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0512 ***********************************************************************
 RX0512  DESIGNATION -  D 312
 RX0512  PID         -  RX0512
 RX0512  STATE/COUNTY-  MT/GRANITE
 RX0512  USGS QUAD   -  HALL (1989)
 RX0512
 RX0512                         *CURRENT SURVEY CONTROL
 RX0512  ___________________________________________________________________
 RX0512* NAD 83(1986)-  46 37 19.     (N)    113 12 22.     (W)     SCALED    
 RX0512* NAVD 88     -      1294.860  (meters)    4248.22   (feet)  ADJUSTED  
 RX0512  ___________________________________________________________________
 RX0512  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 RX0512  DYNAMIC HT  -        1294.556 (meters)    4247.22  (feet)  COMP
 RX0512  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 RX0512
 RX0512  VERT ORDER  -  FIRST     CLASS II
 RX0512
 RX0512.The horizontal coordinates were scaled from a topographic map and have
 RX0512.an estimated accuracy of +/- 6 seconds.
 RX0512
 RX0512.The orthometric height was determined by differential leveling
 RX0512.and adjusted by the National Geodetic Survey in June 1991..
 RX0512
 RX0512.The geoid height was determined by GEOID03.
 RX0512
 RX0512.The dynamic height is computed by dividing the NAVD 88
 RX0512.geopotential number by the normal gravity value computed on the
 RX0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0512.degrees latitude (g = 980.6199 gals.).
 RX0512
 RX0512.The modeled gravity was interpolated from observed gravity values.
 RX0512
 RX0512;                    North         East    Units  Estimated Accuracy
 RX0512;SPC MT       -   270,290.      316,420.      MT  (+/- 180 meters Scaled)
 RX0512
 RX0512                          SUPERSEDED SURVEY CONTROL
 RX0512
 RX0512  NGVD 29 (??/??/92) 1293.749  (m)         4244.57   (f) ADJ UNCH    1 2
 RX0512
 RX0512.Superseded values are not recommended for survey control.
 RX0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0512.See file dsdata.txt to determine how the superseded data were derived.
 RX0512
 RX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS311655(NAD 83)
 RX0512_MARKER: DB = BENCH MARK DISK
 RX0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0512_STAMPING: D 312 1959
 RX0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0512+STABILITY: SURFACE MOTION
 RX0512
 RX0512  HISTORY     - Date     Condition        Report By
 RX0512  HISTORY     - 1959     MONUMENTED       CGS
 RX0512
 RX0512                          STATION DESCRIPTION
 RX0512
 RX0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0512'6.0 MI SW FROM DRUMMOND.
 RX0512'ABOUT 3.85 MILES SOUTH ALONG U.S. HIGHWAY 10A FROM THE NORTHERN
 RX0512'PACIFIC RAILROAD STATION AT DRUMMOND, THENCE ABOUT 1.65 MILES
 RX0512'SOUTHWEST ALONG A GRAVELED ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A
 RX0512'GRADED DIRT ROAD TO THE DRUMMOND AIRPORT, 21 FEET EAST OF THE CENTER
 RX0512'LINE OF THE ROAD, IN SECTION 14, T 10 N, R 13 W, 75 FEET WEST OF THE
 RX0512'SOUTHWEST CORNER OF THE CIVIL AERONAUTICS ADMINISTRATION BUILDING, 19
 RX0512'1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF A CATTLE GUARD AT THE
 RX0512'ENTRANCE TO THE AIRPORT, 6 1/2 FEET NORTHEAST OF A FENCE CORNER POST,
 RX0512'4 1/2 FEET NORTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST FLUSH
 RX0512'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0415 ***********************************************************************
 RX0415  DESIGNATION -  D 313
 RX0415  PID         -  RX0415
 RX0415  STATE/COUNTY-  MT/POWELL
 RX0415  USGS QUAD   -  CONLEYS LAKE (1996)
 RX0415
 RX0415                         *CURRENT SURVEY CONTROL
 RX0415  ___________________________________________________________________
 RX0415* NAD 83(1986)-  46 29 50.     (N)    112 45 06.     (W)     SCALED    
 RX0415* NAVD 88     -      1340.363  (meters)    4397.51   (feet)  POSTED    
 RX0415  ___________________________________________________________________
 RX0415  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0415  DYNAMIC HT  -        1340.040 (meters)    4396.45  (feet)  COMP
 RX0415  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 RX0415
 RX0415  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RX0415
 RX0415.The horizontal coordinates were scaled from a topographic map and have
 RX0415.an estimated accuracy of +/- 6 seconds.
 RX0415
 RX0415.The orthometric height was determined by differential leveling
 RX0415.and adjusted by the National Geodetic Survey in 1992..
 RX0415.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RX0415.rate of 1.1 thru 2.0 mm/km.
 RX0415
 RX0415.The geoid height was determined by GEOID03.
 RX0415
 RX0415.The dynamic height is computed by dividing the NAVD 88
 RX0415.geopotential number by the normal gravity value computed on the
 RX0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0415.degrees latitude (g = 980.6199 gals.).
 RX0415
 RX0415.The modeled gravity was interpolated from observed gravity values.
 RX0415
 RX0415;                    North         East    Units  Estimated Accuracy
 RX0415;SPC MT       -   254,900.      350,590.      MT  (+/- 180 meters Scaled)
 RX0415
 RX0415                          SUPERSEDED SURVEY CONTROL
 RX0415
 RX0415  NGVD 29 (??/??/92) 1339.210  (m)         4393.72   (f) ADJ UNCH    1 2
 RX0415
 RX0415.Superseded values are not recommended for survey control.
 RX0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0415.See file dsdata.txt to determine how the superseded data were derived.
 RX0415
 RX0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS655507(NAD 83)
 RX0415_MARKER: DB = BENCH MARK DISK
 RX0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0415_STAMPING: D 313 1959
 RX0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0415+STABILITY: SURFACE MOTION
 RX0415
 RX0415  HISTORY     - Date     Condition        Report By
 RX0415  HISTORY     - 1959     MONUMENTED       CGS
 RX0415
 RX0415                          STATION DESCRIPTION
 RX0415
 RX0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0415'3.75 MI SE FROM GARRISON.
 RX0415'ABOUT 3.65 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0415'THE STATION AT GARRISON, IN THE NORTHEAST 1/4 OF SECTION 32, R 9 W, T
 RX0415'9 N, 6 POLES SOUTHEAST OF MILEPOST 48, 143 FEET SOUTHWEST AND ACROSS
 RX0415'THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD FROM THE
 RX0415'SOUTHWEST RAIL OF THE NORTHERN PACIFIC RAILROAD, 43 FEET SOUTHWEST OF
 RX0415'THE SOUTHWEST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC
 RX0415'RAILROAD, 2.4 FEET NORTHEAST OF A FENCE, 1.7 FEET SOUTHEAST OF A METAL
 RX0415'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND IN THE
 RX0415'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0371 ***********************************************************************
 RX0371  DESIGNATION -  D 314
 RX0371  PID         -  RX0371
 RX0371  STATE/COUNTY-  MT/DEER LODGE
 RX0371  USGS QUAD   -  WARM SPRINGS (1989)
 RX0371
 RX0371                         *CURRENT SURVEY CONTROL
 RX0371  ___________________________________________________________________
 RX0371* NAD 83(1986)-  46 08 36.     (N)    112 47 45.     (W)     SCALED    
 RX0371* NAVD 88     -      1489.103  (meters)    4885.50   (feet)  ADJUSTED  
 RX0371  ___________________________________________________________________
 RX0371  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 RX0371  DYNAMIC HT  -        1488.587 (meters)    4883.81  (feet)  COMP
 RX0371  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 RX0371
 RX0371  VERT ORDER  -  FIRST     CLASS II
 RX0371
 RX0371.The horizontal coordinates were scaled from a topographic map and have
 RX0371.an estimated accuracy of +/- 6 seconds.
 RX0371
 RX0371.The orthometric height was determined by differential leveling
 RX0371.and adjusted by the National Geodetic Survey in June 1991..
 RX0371
 RX0371.The geoid height was determined by GEOID03.
 RX0371
 RX0371.The dynamic height is computed by dividing the NAVD 88
 RX0371.geopotential number by the normal gravity value computed on the
 RX0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0371.degrees latitude (g = 980.6199 gals.).
 RX0371
 RX0371.The modeled gravity was interpolated from observed gravity values.
 RX0371
 RX0371;                    North         East    Units  Estimated Accuracy
 RX0371;SPC MT       -   215,760.      345,560.      MT  (+/- 180 meters Scaled)
 RX0371
 RX0371                          SUPERSEDED SURVEY CONTROL
 RX0371
 RX0371  NGVD 29 (??/??/92) 1487.881  (m)         4881.49   (f) ADJ UNCH    1 2
 RX0371
 RX0371.Superseded values are not recommended for survey control.
 RX0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0371.See file dsdata.txt to determine how the superseded data were derived.
 RX0371
 RX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS613115(NAD 83)
 RX0371_MARKER: DB = BENCH MARK DISK
 RX0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0371_SP_SET: ABUTMENT
 RX0371_STAMPING: D 314 1959
 RX0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0371
 RX0371  HISTORY     - Date     Condition        Report By
 RX0371  HISTORY     - 1959     MONUMENTED       CGS
 RX0371  HISTORY     - 1979     GOOD             NGS
 RX0371  HISTORY     - 1988     POOR             USPSQD
 RX0371
 RX0371                          STATION DESCRIPTION
 RX0371
 RX0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0371'2.7 MI S FROM WARM SPRINGS.
 RX0371'ABOUT 2.7 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0371'STATION AT WARM SPRINGS, IN SECTION 36, R 10 W, T 5 N, ABOUT MIDWAY
 RX0371'BETWEEN MILEPOST 22 AND 23, 6 FEET EAST OF THE EAST RAIL, IN THE TOP
 RX0371'OF THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE OVER A
 RX0371'CREEK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS.
 RX0371
 RX0371                          STATION RECOVERY (1979)
 RX0371
 RX0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0371'ADD--2.7 MILES SOUTH OF THE POST OFFICE AT WARM SPRINGS.
 RX0371
 RX0371                          STATION RECOVERY (1988)
 RX0371
 RX0371'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJW)
 RX0371'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0295 ***********************************************************************
 RX0295  DESIGNATION -  D 315
 RX0295  PID         -  RX0295
 RX0295  STATE/COUNTY-  MT/SILVER BOW
 RX0295  USGS QUAD   -  ELK PARK PASS (1996)
 RX0295
 RX0295                         *CURRENT SURVEY CONTROL
 RX0295  ___________________________________________________________________
 RX0295* NAD 83(1986)-  46 01 48.     (N)    112 27 53.     (W)     SCALED    
 RX0295* NAVD 88     -      1923.987  (meters)    6312.28   (feet)  ADJUSTED  
 RX0295  ___________________________________________________________________
 RX0295  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 RX0295  DYNAMIC HT  -        1923.193 (meters)    6309.68  (feet)  COMP
 RX0295  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 RX0295
 RX0295  VERT ORDER  -  FIRST     CLASS II
 RX0295
 RX0295.The horizontal coordinates were scaled from a topographic map and have
 RX0295.an estimated accuracy of +/- 6 seconds.
 RX0295
 RX0295.The orthometric height was determined by differential leveling
 RX0295.and adjusted by the National Geodetic Survey in June 1991..
 RX0295
 RX0295.The geoid height was determined by GEOID03.
 RX0295
 RX0295.The dynamic height is computed by dividing the NAVD 88
 RX0295.geopotential number by the normal gravity value computed on the
 RX0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0295.degrees latitude (g = 980.6199 gals.).
 RX0295
 RX0295.The modeled gravity was interpolated from observed gravity values.
 RX0295
 RX0295;                    North         East    Units  Estimated Accuracy
 RX0295;SPC MT       -   202,150.      370,630.      MT  (+/- 180 meters Scaled)
 RX0295
 RX0295                          SUPERSEDED SURVEY CONTROL
 RX0295
 RX0295  NGVD 29 (??/??/92) 1922.672  (m)         6307.97   (f) ADJ UNCH    1 2
 RX0295
 RX0295.Superseded values are not recommended for survey control.
 RX0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0295.See file dsdata.txt to determine how the superseded data were derived.
 RX0295
 RX0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR866984(NAD 83)
 RX0295_MARKER: DB = BENCH MARK DISK
 RX0295_SETTING: 80 = SET IN A BOULDER
 RX0295_SP_SET: BOULDER
 RX0295_STAMPING: D 315 1959
 RX0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0295+STABILITY: SURFACE MOTION
 RX0295
 RX0295  HISTORY     - Date     Condition        Report By
 RX0295  HISTORY     - 1959     MONUMENTED       CGS
 RX0295
 RX0295                          STATION DESCRIPTION
 RX0295
 RX0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0295'9.0 MI NE FROM BUTTE.
 RX0295'ABOUT 9.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0295'STATION AT BUTTE, IN SECTION 10, R 7 W, T 3 N, 19 POLES SOUTH OF
 RX0295'MILEPOST 278, 41 FEET WEST OF THE WEST RAIL, IN THE TOP OF A GRANITE
 RX0295'BOULDER, ABOUT 0.6 MILE SOUTH OF THE CONTINENTAL DIVIDE, AT A CROSSING
 RX0295'OF A TELEPHONE LINE, 38 FEET NORTH OF A POLE, 30 FEET NORTH-NORTHEAST
 RX0295'OF A POLE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0245 ***********************************************************************
 QY0245  DESIGNATION -  D 316
 QY0245  PID         -  QY0245
 QY0245  STATE/COUNTY-  MT/SILVER BOW
 QY0245  USGS QUAD   -  BUXTON (1996)
 QY0245
 QY0245                         *CURRENT SURVEY CONTROL
 QY0245  ___________________________________________________________________
 QY0245* NAD 83(1986)-  45 59 25.     (N)    112 39 27.     (W)     SCALED    
 QY0245* NAVD 88     -      1635.183  (meters)    5364.76   (feet)  ADJUSTED  
 QY0245  ___________________________________________________________________
 QY0245  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 QY0245  DYNAMIC HT  -        1634.536 (meters)    5362.64  (feet)  COMP
 QY0245  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 QY0245
 QY0245  VERT ORDER  -  FIRST     CLASS II
 QY0245
 QY0245.The horizontal coordinates were scaled from a topographic map and have
 QY0245.an estimated accuracy of +/- 6 seconds.
 QY0245
 QY0245.The orthometric height was determined by differential leveling
 QY0245.and adjusted by the National Geodetic Survey in June 1991..
 QY0245.WARNING-Repeat measurements at this control monument indicate possible
 QY0245.vertical movement.
 QY0245
 QY0245.The geoid height was determined by GEOID03.
 QY0245
 QY0245.The dynamic height is computed by dividing the NAVD 88
 QY0245.geopotential number by the normal gravity value computed on the
 QY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0245.degrees latitude (g = 980.6199 gals.).
 QY0245
 QY0245.The modeled gravity was interpolated from observed gravity values.
 QY0245
 QY0245;                    North         East    Units  Estimated Accuracy
 QY0245;SPC MT       -   198,330.      355,540.      MT  (+/- 180 meters Scaled)
 QY0245
 QY0245                          SUPERSEDED SURVEY CONTROL
 QY0245
 QY0245  NGVD 29 (??/??/92) 1633.912  (m)         5360.59   (f) ADJ UNCH    1 2
 QY0245
 QY0245.Superseded values are not recommended for survey control.
 QY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0245.See file dsdata.txt to determine how the superseded data were derived.
 QY0245
 QY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR716943(NAD 83)
 QY0245_MARKER: DB = BENCH MARK DISK
 QY0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0245_SP_SET: BRIDGE CURB
 QY0245_STAMPING: D 316 1959
 QY0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0245
 QY0245  HISTORY     - Date     Condition        Report By
 QY0245  HISTORY     - 1959     MONUMENTED       CGS
 QY0245  HISTORY     - 1979     GOOD             NGS
 QY0245
 QY0245                          STATION DESCRIPTION
 QY0245
 QY0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0245'1.0 MI S FROM SILVER BOW.
 QY0245'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0245'SILVER BOW, IN SECTION 24, R 9 W, T 3 N, 4 POLES NORTH OF MILEPOST
 QY0245'389, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE CURBING OF AN
 QY0245'ABANDONED CONCRETE BRIDGE, 344 FEET EAST OF THE EAST RAIL, 256 FEET
 QY0245'EAST OF A FENCE, 10 FEET EAST OF THE CENTER LINE OF THE BRIDGE, AND
 QY0245'ABOUT LEVEL WITH THE ABANDONED ROAD BED.
 QY0245
 QY0245                          STATION RECOVERY (1979)
 QY0245
 QY0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QY0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0337 ***********************************************************************
 RX0337  DESIGNATION -  D 317
 RX0337  PID         -  RX0337
 RX0337  STATE/COUNTY-  MT/JEFFERSON
 RX0337  USGS QUAD   -  WICKES (1996)
 RX0337
 RX0337                         *CURRENT SURVEY CONTROL
 RX0337  ___________________________________________________________________
 RX0337* NAD 83(1986)-  46 17 28.     (N)    112 07 22.     (W)     SCALED    
 RX0337* NAVD 88     -      1635.469  (meters)    5365.70   (feet)  ADJUSTED  
 RX0337  ___________________________________________________________________
 RX0337  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 RX0337  DYNAMIC HT  -        1634.915 (meters)    5363.88  (feet)  COMP
 RX0337  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 RX0337
 RX0337  VERT ORDER  -  FIRST     CLASS II
 RX0337
 RX0337.The horizontal coordinates were scaled from a topographic map and have
 RX0337.an estimated accuracy of +/- 6 seconds.
 RX0337
 RX0337.The orthometric height was determined by differential leveling
 RX0337.and adjusted by the National Geodetic Survey in June 1991..
 RX0337
 RX0337.The geoid height was determined by GEOID03.
 RX0337
 RX0337.The dynamic height is computed by dividing the NAVD 88
 RX0337.geopotential number by the normal gravity value computed on the
 RX0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0337.degrees latitude (g = 980.6199 gals.).
 RX0337
 RX0337.The modeled gravity was interpolated from observed gravity values.
 RX0337
 RX0337;                    North         East    Units  Estimated Accuracy
 RX0337;SPC MT       -   230,200.      398,040.      MT  (+/- 180 meters Scaled)
 RX0337
 RX0337                          SUPERSEDED SURVEY CONTROL
 RX0337
 RX0337  NGVD 29 (??/??/92) 1634.242  (m)         5361.68   (f) ADJ UNCH    1 2
 RX0337
 RX0337.Superseded values are not recommended for survey control.
 RX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0337.See file dsdata.txt to determine how the superseded data were derived.
 RX0337
 RX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS135270(NAD 83)
 RX0337_MARKER: DB = BENCH MARK DISK
 RX0337_SETTING: 66 = SET IN ROCK OUTCROP
 RX0337_SP_SET: GRANITE OUTCROP
 RX0337_STAMPING: D 317 1959
 RX0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0337+STABILITY: POSITION/ELEVATION WELL
 RX0337
 RX0337  HISTORY     - Date     Condition        Report By
 RX0337  HISTORY     - 1959     MONUMENTED       CGS
 RX0337
 RX0337                          STATION DESCRIPTION
 RX0337
 RX0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0337'2.1 MI S FROM AMAZON.
 RX0337'ABOUT 2.1 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0337'STATION AT AMAZON, IN THE NORTHEAST CORNER OF SECTION 8, R 4 W, T 6 N,
 RX0337'42 FEET NORTHWEST AND ACROSS THE TRACKS FROM THE 1ST POLE SOUTHWEST OF
 RX0337'MILEPOST 245, 10 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF A
 RX0337'GRANITE OUTCROP, AT THE NORTHEAST END OF A ROCK CUT, 62 FEET SOUTHWEST
 RX0337'OF THE CENTER OF A PRIVATE ROAD CROSSING, AND ABOUT 1 FOOT BELOW THE
 RX0337'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0259 ***********************************************************************
 PZ0259  DESIGNATION -  D 318
 PZ0259  PID         -  PZ0259
 PZ0259  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0259  USGS QUAD   -  DELL (1979)
 PZ0259
 PZ0259                         *CURRENT SURVEY CONTROL
 PZ0259  ___________________________________________________________________
 PZ0259* NAD 83(1986)-  44 42 29.     (N)    112 41 03.     (W)     SCALED    
 PZ0259* NAVD 88     -      1835.477  (meters)    6021.89   (feet)  ADJUSTED  
 PZ0259  ___________________________________________________________________
 PZ0259  GEOID HEIGHT-         -10.42  (meters)                     GEOID03
 PZ0259  DYNAMIC HT  -        1834.529 (meters)    6018.78  (feet)  COMP
 PZ0259  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 PZ0259
 PZ0259  VERT ORDER  -  FIRST     CLASS II
 PZ0259
 PZ0259.The horizontal coordinates were scaled from a topographic map and have
 PZ0259.an estimated accuracy of +/- 6 seconds.
 PZ0259
 PZ0259.The orthometric height was determined by differential leveling
 PZ0259.and adjusted by the National Geodetic Survey in June 1991..
 PZ0259
 PZ0259.The geoid height was determined by GEOID03.
 PZ0259
 PZ0259.The dynamic height is computed by dividing the NAVD 88
 PZ0259.geopotential number by the normal gravity value computed on the
 PZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0259.degrees latitude (g = 980.6199 gals.).
 PZ0259
 PZ0259.The modeled gravity was interpolated from observed gravity values.
 PZ0259
 PZ0259;                    North         East    Units  Estimated Accuracy
 PZ0259;SPC MT       -    56,050.      347,690.      MT  (+/- 180 meters Scaled)
 PZ0259
 PZ0259                          SUPERSEDED SURVEY CONTROL
 PZ0259
 PZ0259  NGVD 29 (??/??/92) 1834.216  (m)         6017.76   (f) ADJ UNCH    1 2
 PZ0259
 PZ0259.Superseded values are not recommended for survey control.
 PZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0259.See file dsdata.txt to determine how the superseded data were derived.
 PZ0259
 PZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ665518(NAD 83)
 PZ0259_MARKER: DB = BENCH MARK DISK
 PZ0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0259_SP_SET: ABUTMENT
 PZ0259_STAMPING: D 318 1962
 PZ0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0259
 PZ0259  HISTORY     - Date     Condition        Report By
 PZ0259  HISTORY     - 1962     MONUMENTED       CGS
 PZ0259
 PZ0259                          STATION DESCRIPTION
 PZ0259
 PZ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0259'1.25 MI SE FROM DELL.
 PZ0259'1.25 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0259'AT DELL, IN THE TOP AND 3.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 PZ0259'NORTHWEST STONE ABUTMENT OF BRIDGE 286.75, 6.5 FEET NORTHEAST OF THE
 PZ0259'NORTHEAST RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0017 ***********************************************************************
 PZ0017  DESIGNATION -  D 319
 PZ0017  PID         -  PZ0017
 PZ0017  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0017  USGS QUAD   -  MONIDA (1968)
 PZ0017
 PZ0017                         *CURRENT SURVEY CONTROL
 PZ0017  ___________________________________________________________________
 PZ0017* NAD 83(1986)-  44 33 58.     (N)    112 20 14.     (W)     SCALED    
 PZ0017* NAVD 88     -      2057.005  (meters)    6748.69   (feet)  ADJUSTED  
 PZ0017  ___________________________________________________________________
 PZ0017  GEOID HEIGHT-         -10.03  (meters)                     GEOID03
 PZ0017  DYNAMIC HT  -        2055.802 (meters)    6744.74  (feet)  COMP
 PZ0017  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 PZ0017
 PZ0017  VERT ORDER  -  FIRST     CLASS II
 PZ0017
 PZ0017.The horizontal coordinates were scaled from a topographic map and have
 PZ0017.an estimated accuracy of +/- 6 seconds.
 PZ0017
 PZ0017.The orthometric height was determined by differential leveling
 PZ0017.and adjusted by the National Geodetic Survey in June 1991..
 PZ0017
 PZ0017.The geoid height was determined by GEOID03.
 PZ0017
 PZ0017.The dynamic height is computed by dividing the NAVD 88
 PZ0017.geopotential number by the normal gravity value computed on the
 PZ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0017.degrees latitude (g = 980.6199 gals.).
 PZ0017
 PZ0017.The modeled gravity was interpolated from observed gravity values.
 PZ0017
 PZ0017;                    North         East    Units  Estimated Accuracy
 PZ0017;SPC MT       -    39,220.      374,600.      MT  (+/- 180 meters Scaled)
 PZ0017
 PZ0017                          SUPERSEDED SURVEY CONTROL
 PZ0017
 PZ0017  NGVD 29 (??/??/92) 2055.626  (m)         6744.17   (f) ADJ UNCH    1 2
 PZ0017
 PZ0017.Superseded values are not recommended for survey control.
 PZ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0017.See file dsdata.txt to determine how the superseded data were derived.
 PZ0017
 PZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ938356(NAD 83)
 PZ0017_MARKER: DB = BENCH MARK DISK
 PZ0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0017_SP_SET: PIER
 PZ0017_STAMPING: D 319 1962
 PZ0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0017
 PZ0017  HISTORY     - Date     Condition        Report By
 PZ0017  HISTORY     - 1962     MONUMENTED       CGS
 PZ0017  HISTORY     - 1964     GOOD             NGS
 PZ0017  HISTORY     - 1967     GOOD             NGS
 PZ0017
 PZ0017                          STATION DESCRIPTION
 PZ0017
 PZ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0017'1.4 MI NW FROM MONIDA.
 PZ0017'1.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0017'AT MONIDA, 62 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOST 266, SET
 PZ0017'VERTICALLY IN THE EAST FACE OF THE EAST END OF THE FIRST PIER SOUTH OF
 PZ0017'THE TRACK UNDER U.S. HIGHWAY 91 AND INTERSTATE HIGHWAY 15, 14 FEE
 PZ0017'SOUTH OF THE SOUTH RAIL, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND
 PZ0017'ABOUT LEVEL WITH THE TRACK.
 PZ0017
 PZ0017                          STATION RECOVERY (1967)
 PZ0017
 PZ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0199 ***********************************************************************
 RV0199  DESIGNATION -  D 320
 RV0199  PID         -  RV0199
 RV0199  STATE/COUNTY-  MT/WHEATLAND
 RV0199  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0199
 RV0199                         *CURRENT SURVEY CONTROL
 RV0199  ___________________________________________________________________
 RV0199* NAD 83(1986)-  46 27 02.     (N)    109 29 08.     (W)     SCALED    
 RV0199* NAVD 88     -      1219.488  (meters)    4000.94   (feet)  ADJUSTED  
 RV0199  ___________________________________________________________________
 RV0199  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 RV0199  DYNAMIC HT  -        1219.259 (meters)    4000.19  (feet)  COMP
 RV0199  MODELED GRAV-     980,383.9   (mgal)                       NAVD 88
 RV0199
 RV0199  VERT ORDER  -  FIRST     CLASS II
 RV0199
 RV0199.The horizontal coordinates were scaled from a topographic map and have
 RV0199.an estimated accuracy of +/- 6 seconds.
 RV0199
 RV0199.The orthometric height was determined by differential leveling
 RV0199.and adjusted by the National Geodetic Survey in June 1991..
 RV0199
 RV0199.The geoid height was determined by GEOID03.
 RV0199
 RV0199.The dynamic height is computed by dividing the NAVD 88
 RV0199.geopotential number by the normal gravity value computed on the
 RV0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0199.degrees latitude (g = 980.6199 gals.).
 RV0199
 RV0199.The modeled gravity was interpolated from observed gravity values.
 RV0199
 RV0199;                    North         East    Units  Estimated Accuracy
 RV0199;SPC MT       -   244,530.      601,110.      MT  (+/- 180 meters Scaled)
 RV0199
 RV0199                          SUPERSEDED SURVEY CONTROL
 RV0199
 RV0199  NGVD 29 (??/??/92) 1218.594  (m)         3998.00   (f) ADJ UNCH    1 2
 RV0199
 RV0199.Superseded values are not recommended for survey control.
 RV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0199.See file dsdata.txt to determine how the superseded data were derived.
 RV0199
 RV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS163452(NAD 83)
 RV0199_MARKER: DB = BENCH MARK DISK
 RV0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0199_STAMPING: D 320 1962
 RV0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0199+STABILITY: SURFACE MOTION
 RV0199
 RV0199  HISTORY     - Date     Condition        Report By
 RV0199  HISTORY     - 1962     MONUMENTED       CGS
 RV0199
 RV0199                          STATION DESCRIPTION
 RV0199
 RV0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0199'0.85 MI SE FROM HEDGESVILLE.
 RV0199'0.85 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM A ROAD
 RV0199'CROSSING AT HEDGESVILLE, 0.1 MILE SOUTHEAST OF A WOODEN BRIDGE OVER
 RV0199'CARELESS CREEK, 42 FEET NORTH OF MILEPOST 81, 46 FEET NORTH-NORTHEAST
 RV0199'OF THE NEAR RAIL, 198 FEET EAST OF THE CENTER OF THE CROSSING OF A
 RV0199'PRIVATE ROAD, 2.0 FEET SOUTH-SOUTHWEST OF A FENCE, 2.5 FEET
 RV0199'WEST-NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK,
 RV0199'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 RV0199'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0140 ***********************************************************************
 QY0140  DESIGNATION -  D 321
 QY0140  PID         -  QY0140
 QY0140  STATE/COUNTY-  MT/BEAVERHEAD
 QY0140  USGS QUAD   -  DILLON WEST (1979)
 QY0140
 QY0140                         *CURRENT SURVEY CONTROL
 QY0140  ___________________________________________________________________
 QY0140* NAD 83(1986)-  45 13 43.     (N)    112 37 53.     (W)     SCALED    
 QY0140* NAVD 88     -      1546.920  (meters)    5075.19   (feet)  ADJUSTED  
 QY0140  ___________________________________________________________________
 QY0140  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 QY0140  DYNAMIC HT  -        1546.290 (meters)    5073.12  (feet)  COMP
 QY0140  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 QY0140
 QY0140  VERT ORDER  -  FIRST     CLASS II
 QY0140
 QY0140.The horizontal coordinates were scaled from a topographic map and have
 QY0140.an estimated accuracy of +/- 6 seconds.
 QY0140
 QY0140.The orthometric height was determined by differential leveling
 QY0140.and adjusted by the National Geodetic Survey in June 1991..
 QY0140
 QY0140.The geoid height was determined by GEOID03.
 QY0140
 QY0140.The dynamic height is computed by dividing the NAVD 88
 QY0140.geopotential number by the normal gravity value computed on the
 QY0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0140.degrees latitude (g = 980.6199 gals.).
 QY0140
 QY0140.The modeled gravity was interpolated from observed gravity values.
 QY0140
 QY0140;                    North         East    Units  Estimated Accuracy
 QY0140;SPC MT       -   113,680.      354,180.      MT  (+/- 180 meters Scaled)
 QY0140
 QY0140                          SUPERSEDED SURVEY CONTROL
 QY0140
 QY0140  NGVD 29 (??/??/92) 1545.768  (m)         5071.41   (f) ADJ UNCH    1 2
 QY0140
 QY0140.Superseded values are not recommended for survey control.
 QY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0140.See file dsdata.txt to determine how the superseded data were derived.
 QY0140
 QY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR719096(NAD 83)
 QY0140_MARKER: DB = BENCH MARK DISK
 QY0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0140_STAMPING: D 321 1962
 QY0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0140+STABILITY: SURFACE MOTION
 QY0140
 QY0140  HISTORY     - Date     Condition        Report By
 QY0140  HISTORY     - 1962     MONUMENTED       CGS
 QY0140
 QY0140                          STATION DESCRIPTION
 QY0140
 QY0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0140'1.0 MI N FROM DILLON.
 QY0140'1.0 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0140'DILLON, 8 FEET EAST OF MILE POLE 329, 31.6 FEET EAST OF THE EAST RAIL,
 QY0140'66 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 91, 2.3 FEET EAST OF A
 QY0140'FENCE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN
 QY0140'THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0189 ***********************************************************************
 QY0189  DESIGNATION -  D 322
 QY0189  PID         -  QY0189
 QY0189  STATE/COUNTY-  MT/MADISON
 QY0189  USGS QUAD   -  EARLS GULCH (1988)
 QY0189
 QY0189                         *CURRENT SURVEY CONTROL
 QY0189  ___________________________________________________________________
 QY0189* NAD 83(1986)-  45 31 38.     (N)    112 42 07.     (W)     SCALED    
 QY0189* NAVD 88     -      1540.093  (meters)    5052.79   (feet)  ADJUSTED  
 QY0189  ___________________________________________________________________
 QY0189  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 QY0189  DYNAMIC HT  -        1539.472 (meters)    5050.75  (feet)  COMP
 QY0189  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 QY0189
 QY0189  VERT ORDER  -  FIRST     CLASS II
 QY0189
 QY0189.The horizontal coordinates were scaled from a topographic map and have
 QY0189.an estimated accuracy of +/- 6 seconds.
 QY0189
 QY0189.The orthometric height was determined by differential leveling
 QY0189.and adjusted by the National Geodetic Survey in June 1991..
 QY0189
 QY0189.The geoid height was determined by GEOID03.
 QY0189
 QY0189.The dynamic height is computed by dividing the NAVD 88
 QY0189.geopotential number by the normal gravity value computed on the
 QY0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0189.degrees latitude (g = 980.6199 gals.).
 QY0189
 QY0189.The modeled gravity was interpolated from observed gravity values.
 QY0189
 QY0189;                    North         East    Units  Estimated Accuracy
 QY0189;SPC MT       -   147,060.      350,000.      MT  (+/- 180 meters Scaled)
 QY0189
 QY0189                          SUPERSEDED SURVEY CONTROL
 QY0189
 QY0189  NGVD 29 (??/??/92) 1538.896  (m)         5048.86   (f) ADJ UNCH    1 2
 QY0189
 QY0189.Superseded values are not recommended for survey control.
 QY0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0189.See file dsdata.txt to determine how the superseded data were derived.
 QY0189
 QY0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR670429(NAD 83)
 QY0189_MARKER: DB = BENCH MARK DISK
 QY0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0189_SP_SET: ABUTMENT
 QY0189_STAMPING: D 322 1962
 QY0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0189
 QY0189  HISTORY     - Date     Condition        Report By
 QY0189  HISTORY     - 1962     MONUMENTED       CGS
 QY0189
 QY0189                          STATION DESCRIPTION
 QY0189
 QY0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0189'7.5 MI S FROM MELROSE.
 QY0189'7.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 QY0189'AT MELROSE, IN THE TOP OF THE EAST END OF THE TOP STEP OF THE NORTH
 QY0189'SANDSTONE BLOCK ABUTMENT OF STEEL TRUSS BRIDGE 351.28 OVER BIG HOLE
 QY0189'RIVER, 6.5 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 QY0189'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0123 ***********************************************************************
 QY0123  DESIGNATION -  D 323
 QY0123  PID         -  QY0123
 QY0123  STATE/COUNTY-  MT/BEAVERHEAD
 QY0123  USGS QUAD   -  DILLON WEST (1979)
 QY0123
 QY0123                         *CURRENT SURVEY CONTROL
 QY0123  ___________________________________________________________________
 QY0123* NAD 83(1986)-  45 08 56.     (N)    112 43 16.     (W)     SCALED    
 QY0123* NAVD 88     -      1594.392  (meters)    5230.93   (feet)  ADJUSTED  
 QY0123  ___________________________________________________________________
 QY0123  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 QY0123  DYNAMIC HT  -        1593.700 (meters)    5228.66  (feet)  COMP
 QY0123  MODELED GRAV-     980,126.4   (mgal)                       NAVD 88
 QY0123
 QY0123  VERT ORDER  -  FIRST     CLASS II
 QY0123
 QY0123.The horizontal coordinates were scaled from a topographic map and have
 QY0123.an estimated accuracy of +/- 6 seconds.
 QY0123
 QY0123.The orthometric height was determined by differential leveling
 QY0123.and adjusted by the National Geodetic Survey in June 1991..
 QY0123
 QY0123.The geoid height was determined by GEOID03.
 QY0123
 QY0123.The dynamic height is computed by dividing the NAVD 88
 QY0123.geopotential number by the normal gravity value computed on the
 QY0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0123.degrees latitude (g = 980.6199 gals.).
 QY0123
 QY0123.The modeled gravity was interpolated from observed gravity values.
 QY0123
 QY0123;                    North         East    Units  Estimated Accuracy
 QY0123;SPC MT       -   105,120.      346,780.      MT  (+/- 180 meters Scaled)
 QY0123
 QY0123                          SUPERSEDED SURVEY CONTROL
 QY0123
 QY0123  NGVD 29 (??/??/92) 1593.211  (m)         5227.06   (f) ADJ UNCH    1 2
 QY0123
 QY0123.Superseded values are not recommended for survey control.
 QY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0123.See file dsdata.txt to determine how the superseded data were derived.
 QY0123
 QY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR647009(NAD 83)
 QY0123_MARKER: DB = BENCH MARK DISK
 QY0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0123_SP_SET: CULVERT
 QY0123_STAMPING: D 323 1962
 QY0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0123
 QY0123  HISTORY     - Date     Condition        Report By
 QY0123  HISTORY     - 1962     MONUMENTED       CGS
 QY0123
 QY0123                          STATION DESCRIPTION
 QY0123
 QY0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0123'6.15 MI SW FROM DILLON.
 QY0123'6.15 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0123'AT DILLON, 5 POLES SOUTHWEST OF MILEPOLE 322, DIRECTLY OPPOSITE
 QY0123'RAILROAD CULVERT 321.85, IN THE TOP OF THE SOUTHWEST END OF THE
 QY0123'SOUTHEAST CONCRETE HEAD WALL OF A 3- BY 6-FOOT CONCRETE BOX CULVERT
 QY0123'UNDER U.S. HIGHWAY 91, 64.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 13
 QY0123'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 QY0123'HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0222 ***********************************************************************
 ST0222  DESIGNATION -  D 324
 ST0222  PID         -  ST0222
 ST0222  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0222  USGS QUAD   -  WOLF CREEK (1979)
 ST0222
 ST0222                         *CURRENT SURVEY CONTROL
 ST0222  ___________________________________________________________________
 ST0222* NAD 83(1986)-  47 06 57.     (N)    112 03 57.     (W)     SCALED    
 ST0222* NAVD 88     -      1280.414  (meters)    4200.82   (feet)  ADJUSTED  
 ST0222  ___________________________________________________________________
 ST0222  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 ST0222  DYNAMIC HT  -        1280.223 (meters)    4200.20  (feet)  COMP
 ST0222  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 ST0222
 ST0222  VERT ORDER  -  SECOND    CLASS 0
 ST0222
 ST0222.The horizontal coordinates were scaled from a topographic map and have
 ST0222.an estimated accuracy of +/- 6 seconds.
 ST0222
 ST0222.The orthometric height was determined by differential leveling
 ST0222.and adjusted by the National Geodetic Survey in June 1991..
 ST0222
 ST0222.The geoid height was determined by GEOID03.
 ST0222
 ST0222.The dynamic height is computed by dividing the NAVD 88
 ST0222.geopotential number by the normal gravity value computed on the
 ST0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0222.degrees latitude (g = 980.6199 gals.).
 ST0222
 ST0222.The modeled gravity was interpolated from observed gravity values.
 ST0222
 ST0222;                    North         East    Units  Estimated Accuracy
 ST0222;SPC MT       -   321,630.      405,430.      MT  (+/- 180 meters Scaled)
 ST0222
 ST0222                          SUPERSEDED SURVEY CONTROL
 ST0222
 ST0222  NGVD 29 (??/??/92) 1279.438  (m)         4197.62   (f) ADJ UNCH    2 0
 ST0222
 ST0222.Superseded values are not recommended for survey control.
 ST0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0222.See file dsdata.txt to determine how the superseded data were derived.
 ST0222
 ST0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT191185(NAD 83)
 ST0222_MARKER: DB = BENCH MARK DISK
 ST0222_SETTING: 66 = SET IN ROCK OUTCROP
 ST0222_SP_SET: SANDSTONE OUTCROP
 ST0222_STAMPING: D 324 1962
 ST0222_MARK LOGO: CGS   
 ST0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0222+STABILITY: POSITION/ELEVATION WELL
 ST0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0222+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0222
 ST0222  HISTORY     - Date     Condition        Report By
 ST0222  HISTORY     - 1962     MONUMENTED       CGS
 ST0222  HISTORY     - 19961016 GOOD             NGS
 ST0222
 ST0222                          STATION DESCRIPTION
 ST0222
 ST0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0222'9.4 MI N FROM WOLF CREEK.
 ST0222'9.4 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0222'RAILWAY STATION AT WOLF CREEK, 0.1 MILE NORTH OF THE JUNCTION OF A
 ST0222'DRIVEWAY EAST TO A HOUSE, IN THE TOP OF A 4- BY 6-FOOT SANDSTONE
 ST0222'OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 94 FEET EAST
 ST0222'OF THE CENTER LINE OF THE HIGHWAY, 13.0 FEET EAST OF A FENCE, 38.0
 ST0222'FEET EAST OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
 ST0222
 ST0222                          STATION RECOVERY (1996)
 ST0222
 ST0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0222'13.05 MI (21.00 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE
 ST0222'JUNCTION WITH STATE HIGHWAY 200, IN BOWMANS CORNER, TO MILE POST 7,
 ST0222'THEN 0.05 MI (0.08 KM) SOUTHEAST TO THE STATION ON THE LEFT, SET IN A
 ST0222'DRILL HOLE IN A 4X6-FOOT OUTCROP, 94.0 FT (28.7 M) EAST OF THE CENTER
 ST0222'OF THE HIGHWAY, 38.0 FT (11.6 M) EAST OF A WITNESS POST AND 13.2 FT
 ST0222'(4.0 M) EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0859 ***********************************************************************
 SS0859  DESIGNATION -  D 325
 SS0859  PID         -  SS0859
 SS0859  STATE/COUNTY-  MT/CASCADE
 SS0859  USGS QUAD   -  HARDY (1961)
 SS0859
 SS0859                         *CURRENT SURVEY CONTROL
 SS0859  ___________________________________________________________________
 SS0859* NAD 83(1986)-  47 08 25.     (N)    111 51 06.     (W)     SCALED    
 SS0859* NAVD 88     -      1046.126  (meters)    3432.17   (feet)  ADJUSTED  
 SS0859  ___________________________________________________________________
 SS0859  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 SS0859  DYNAMIC HT  -        1045.975 (meters)    3431.67  (feet)  COMP
 SS0859  MODELED GRAV-     980,434.1   (mgal)                       NAVD 88
 SS0859
 SS0859  VERT ORDER  -  FIRST     CLASS II
 SS0859
 SS0859.The horizontal coordinates were scaled from a topographic map and have
 SS0859.an estimated accuracy of +/- 6 seconds.
 SS0859
 SS0859.The orthometric height was determined by differential leveling
 SS0859.and adjusted by the National Geodetic Survey in June 1991..
 SS0859
 SS0859.The geoid height was determined by GEOID03.
 SS0859
 SS0859.The dynamic height is computed by dividing the NAVD 88
 SS0859.geopotential number by the normal gravity value computed on the
 SS0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0859.degrees latitude (g = 980.6199 gals.).
 SS0859
 SS0859.The modeled gravity was interpolated from observed gravity values.
 SS0859
 SS0859;                    North         East    Units  Estimated Accuracy
 SS0859;SPC MT       -   323,840.      421,750.      MT  (+/- 180 meters Scaled)
 SS0859
 SS0859                          SUPERSEDED SURVEY CONTROL
 SS0859
 SS0859  NGVD 29 (??/??/92) 1045.159  (m)         3428.99   (f) ADJ UNCH    1 2
 SS0859
 SS0859.Superseded values are not recommended for survey control.
 SS0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0859.See file dsdata.txt to determine how the superseded data were derived.
 SS0859
 SS0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT354211(NAD 83)
 SS0859_MARKER: DB = BENCH MARK DISK
 SS0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0859_SP_SET: CUT BANK
 SS0859_STAMPING: D 325 1962
 SS0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0859
 SS0859  HISTORY     - Date     Condition        Report By
 SS0859  HISTORY     - 1962     MONUMENTED       CGS
 SS0859
 SS0859                          STATION DESCRIPTION
 SS0859
 SS0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0859'13.5 MI SW FROM CASCADE.
 SS0859'13.5 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0859'AT CASCADE, 28 FEET WEST-NORTHWEST OF THE FOURTH POLE EAST-SOUTHEAST
 SS0859'OF MILEPOST 158, SER VERTICALLY IN THE SOUTH-SOUTHWEST FACE OF A CUT
 SS0859'BANK, 9.0 FEET NORTH-NORTHEAST OF THE NEAR RAIL, AND ABOUT 3 FEET
 SS0859'HIGHER THAN THE TRACK AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0228 ***********************************************************************
 RV0228  DESIGNATION -  D 326
 RV0228  PID         -  RV0228
 RV0228  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0228  USGS QUAD   -  CUSHMAN (1986)
 RV0228
 RV0228                         *CURRENT SURVEY CONTROL
 RV0228  ___________________________________________________________________
 RV0228* NAD 83(1986)-  46 17 15.     (N)    109 02 25.     (W)     SCALED    
 RV0228* NAVD 88     -      1083.664  (meters)    3555.32   (feet)  ADJUSTED  
 RV0228  ___________________________________________________________________
 RV0228  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 RV0228  DYNAMIC HT  -        1083.481 (meters)    3554.72  (feet)  COMP
 RV0228  MODELED GRAV-     980,408.4   (mgal)                       NAVD 88
 RV0228
 RV0228  VERT ORDER  -  FIRST     CLASS II
 RV0228
 RV0228.The horizontal coordinates were scaled from a topographic map and have
 RV0228.an estimated accuracy of +/- 6 seconds.
 RV0228
 RV0228.The orthometric height was determined by differential leveling
 RV0228.and adjusted by the National Geodetic Survey in June 1991..
 RV0228
 RV0228.The geoid height was determined by GEOID03.
 RV0228
 RV0228.The dynamic height is computed by dividing the NAVD 88
 RV0228.geopotential number by the normal gravity value computed on the
 RV0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0228.degrees latitude (g = 980.6199 gals.).
 RV0228
 RV0228.The modeled gravity was interpolated from observed gravity values.
 RV0228
 RV0228;                    North         East    Units  Estimated Accuracy
 RV0228;SPC MT       -   226,520.      635,410.      MT  (+/- 180 meters Scaled)
 RV0228
 RV0228                          SUPERSEDED SURVEY CONTROL
 RV0228
 RV0228  NGVD 29 (??/??/92) 1082.83   (m)         3552.6    (f) COMPUTED    1 2
 RV0228
 RV0228.Superseded values are not recommended for survey control.
 RV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0228.See file dsdata.txt to determine how the superseded data were derived.
 RV0228
 RV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS509278(NAD 83)
 RV0228_MARKER: DB = BENCH MARK DISK
 RV0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0228_STAMPING: D 326 1962
 RV0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0228+STABILITY: SURFACE MOTION
 RV0228
 RV0228  HISTORY     - Date     Condition        Report By
 RV0228  HISTORY     - 1962     MONUMENTED       CGS
 RV0228
 RV0228                          STATION DESCRIPTION
 RV0228
 RV0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0228'0.1 MI E FROM CUSHMAN.
 RV0228'0.1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD CROSSING
 RV0228'AT CUSHMAN, 111 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOST 56, 81
 RV0228'FEET SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 6 FEET
 RV0228'WEST-SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET NORTH OF A WITNESS POST,
 RV0228'ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RV0228'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0222 ***********************************************************************
 RV0222  DESIGNATION -  D 327
 RV0222  PID         -  RV0222
 RV0222  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0222  USGS QUAD   -  CUSHMAN (1986)
 RV0222
 RV0222                         *CURRENT SURVEY CONTROL
 RV0222  ___________________________________________________________________
 RV0222* NAD 83(1986)-  46 19 46.     (N)    109 05 39.     (W)     SCALED    
 RV0222* NAVD 88     -      1099.821  (meters)    3608.33   (feet)  ADJUSTED  
 RV0222  ___________________________________________________________________
 RV0222  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 RV0222  DYNAMIC HT  -        1099.637 (meters)    3607.73  (feet)  COMP
 RV0222  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 RV0222
 RV0222  VERT ORDER  -  FIRST     CLASS II
 RV0222
 RV0222.The horizontal coordinates were scaled from a topographic map and have
 RV0222.an estimated accuracy of +/- 6 seconds.
 RV0222
 RV0222.The orthometric height was determined by differential leveling
 RV0222.and adjusted by the National Geodetic Survey in June 1991..
 RV0222
 RV0222.The geoid height was determined by GEOID03.
 RV0222
 RV0222.The dynamic height is computed by dividing the NAVD 88
 RV0222.geopotential number by the normal gravity value computed on the
 RV0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0222.degrees latitude (g = 980.6199 gals.).
 RV0222
 RV0222.The modeled gravity was interpolated from observed gravity values.
 RV0222
 RV0222;                    North         East    Units  Estimated Accuracy
 RV0222;SPC MT       -   231,160.      631,230.      MT  (+/- 180 meters Scaled)
 RV0222
 RV0222                          SUPERSEDED SURVEY CONTROL
 RV0222
 RV0222  NGVD 29 (??/??/92) 1098.979  (m)         3605.57   (f) ADJ UNCH    1 2
 RV0222
 RV0222.Superseded values are not recommended for survey control.
 RV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0222.See file dsdata.txt to determine how the superseded data were derived.
 RV0222
 RV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS466324(NAD 83)
 RV0222_MARKER: DB = BENCH MARK DISK
 RV0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0222_SP_SET: ABUTMENT
 RV0222_STAMPING: D 327 1962
 RV0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0222
 RV0222  HISTORY     - Date     Condition        Report By
 RV0222  HISTORY     - 1962     MONUMENTED       CGS
 RV0222
 RV0222                          STATION DESCRIPTION
 RV0222
 RV0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0222'4.3 MI NW FROM CUSHMAN.
 RV0222'4.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0222'CROSSING AT CUSHMAN, IN THE TOP OF THE NORTH-NORTHEAST END OF THE
 RV0222'EAST-SOUTHEAST CONCRETE ABUTMENT OF BRIDGE 60.2, 4.3 FEET
 RV0222'NORTH-NORTHEAST OF THE NEAR RAIL, AND ABOUT 2 FEET LOWER THAN THE
 RV0222'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0770 ***********************************************************************
 SS0770  DESIGNATION -  D 328
 SS0770  PID         -  SS0770
 SS0770  STATE/COUNTY-  MT/CASCADE
 SS0770  USGS QUAD   -  TRULY (1965)
 SS0770
 SS0770                         *CURRENT SURVEY CONTROL
 SS0770  ___________________________________________________________________
 SS0770* NAD 83(1986)-  47 18 06.     (N)    111 25 36.     (W)     SCALED    
 SS0770* NAVD 88     -      1036.945  (meters)    3402.04   (feet)  ADJUSTED  
 SS0770  ___________________________________________________________________
 SS0770  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 SS0770  DYNAMIC HT  -        1036.847 (meters)    3401.72  (feet)  COMP
 SS0770  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 SS0770
 SS0770  VERT ORDER  -  SECOND    CLASS 0
 SS0770
 SS0770.The horizontal coordinates were scaled from a topographic map and have
 SS0770.an estimated accuracy of +/- 6 seconds.
 SS0770
 SS0770.The orthometric height was determined by differential leveling
 SS0770.and adjusted by the National Geodetic Survey in June 1991..
 SS0770
 SS0770.The geoid height was determined by GEOID03.
 SS0770
 SS0770.The dynamic height is computed by dividing the NAVD 88
 SS0770.geopotential number by the normal gravity value computed on the
 SS0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0770.degrees latitude (g = 980.6199 gals.).
 SS0770
 SS0770.The modeled gravity was interpolated from observed gravity values.
 SS0770
 SS0770;                    North         East    Units  Estimated Accuracy
 SS0770;SPC MT       -   340,890.      454,390.      MT  (+/- 180 meters Scaled)
 SS0770
 SS0770                          SUPERSEDED SURVEY CONTROL
 SS0770
 SS0770  NGVD 29 (??/??/92) 1036.023  (m)         3399.02   (f) ADJ UNCH    2 0
 SS0770
 SS0770.Superseded values are not recommended for survey control.
 SS0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0770.See file dsdata.txt to determine how the superseded data were derived.
 SS0770
 SS0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT677387(NAD 83)
 SS0770_MARKER: DB = BENCH MARK DISK
 SS0770_SETTING: 66 = SET IN ROCK OUTCROP
 SS0770_SP_SET: ROCK LEDGE
 SS0770_STAMPING: D 328 1962
 SS0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0770+STABILITY: POSITION/ELEVATION WELL
 SS0770
 SS0770  HISTORY     - Date     Condition        Report By
 SS0770  HISTORY     - 1962     MONUMENTED       CGS
 SS0770
 SS0770                          STATION DESCRIPTION
 SS0770
 SS0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0770'8.45 MI N FROM SPANISH COULEE SCHOOL.
 SS0770'8.45 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0770'0.25 MILE SOUTHEAST AND ACROSS THE ROAD FROM A LARGE FARMHOUSE, ON THE
 SS0770'INSIDE OF A CURVE, 0.1 MILE SOUTH-SOUTHWEST OF THE CROSSING OF A POWER
 SS0770'LINE, SET VERTICALLY IN THE WEST FACE OF A LONG ROCK LEDGE, 36 1/2
 SS0770'FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF A
 SS0770'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND 0.9 FOOT ABOVE
 SS0770'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0100 ***********************************************************************
 QX0100  DESIGNATION -  D 33
 QX0100  PID         -  QX0100
 QX0100  STATE/COUNTY-  MT/PARK
 QX0100  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0100
 QX0100                         *CURRENT SURVEY CONTROL
 QX0100  ___________________________________________________________________
 QX0100* NAD 83(1986)-  45 04 45.     (N)    110 46 46.     (W)     SCALED    
 QX0100* NAVD 88     -      1577.797  (meters)    5176.49   (feet)  POSTED    
 QX0100  ___________________________________________________________________
 QX0100  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 QX0100  DYNAMIC HT  -        1577.050 (meters)    5174.04  (feet)  COMP
 QX0100  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 QX0100
 QX0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0100
 QX0100.The horizontal coordinates were scaled from a topographic map and have
 QX0100.an estimated accuracy of +/- 6 seconds.
 QX0100
 QX0100.The orthometric height was determined by differential leveling
 QX0100.and adjusted by the National Geodetic Survey in 1992..
 QX0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0100.rate of 0.0 thru 1.0 mm/km.
 QX0100
 QX0100.The geoid height was determined by GEOID03.
 QX0100
 QX0100.The dynamic height is computed by dividing the NAVD 88
 QX0100.geopotential number by the normal gravity value computed on the
 QX0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0100.degrees latitude (g = 980.6199 gals.).
 QX0100
 QX0100.The modeled gravity was interpolated from observed gravity values.
 QX0100
 QX0100;                    North         East    Units  Estimated Accuracy
 QX0100;SPC MT       -    92,990.      499,270.      MT  (+/- 180 meters Scaled)
 QX0100
 QX0100                          SUPERSEDED SURVEY CONTROL
 QX0100
 QX0100  NGVD 29 (??/??/92) 1576.530  (m)         5172.33   (f) ADJ UNCH    1 2
 QX0100
 QX0100.Superseded values are not recommended for survey control.
 QX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0100.See file dsdata.txt to determine how the superseded data were derived.
 QX0100
 QX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ173917(NAD 83)
 QX0100_MARKER: DB = BENCH MARK DISK
 QX0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0100_SP_SET: CULVERT
 QX0100_STAMPING: D 33 1923 5172.417
 QX0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0100
 QX0100  HISTORY     - Date     Condition        Report By
 QX0100  HISTORY     - 1923     MONUMENTED       CGS
 QX0100  HISTORY     - 1960     GOOD             NGS
 QX0100
 QX0100                          STATION DESCRIPTION
 QX0100
 QX0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0100'5.0 MI NW FROM GARDINER.
 QX0100'ABOUT 5.0 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0100'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 8, T 9 S, R 8 E, 3
 QX0100'1/2 POLES NORTHWEST OF MILEPOST 49, 8 1/2 FEET SOUTHWEST OF THE
 QX0100'SOUTHWEST RAIL, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 QX0100'CONCRETE HEADWALL OF A CULVERT, 0.15 MILE NORTHEAST OF AN ABANDONED
 QX0100'CHURCH, AT THE SOUTHEAST END OF A SHORT SHALLOW CUT, 400 FEET
 QX0100'EAST-SOUTHEAST OF A RANCH HOUSE, AND ABOUT 2 FEET BELOW THE LEVEL OF
 QX0100'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0014 ***********************************************************************
 QU0014  DESIGNATION -  D 34
 QU0014  PID         -  QU0014
 QU0014  STATE/COUNTY-  MT/CARTER
 QU0014  USGS QUAD   -  CAPITOL ROCK (1993)
 QU0014
 QU0014                         *CURRENT SURVEY CONTROL
 QU0014  ___________________________________________________________________
 QU0014* NAD 83(1986)-  45 32 20.     (N)    104 03 46.     (W)     SCALED    
 QU0014* NAVD 88     -       994.232  (meters)    3261.91   (feet)  ADJUSTED  
 QU0014  ___________________________________________________________________
 QU0014  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 QU0014  DYNAMIC HT  -         994.025 (meters)    3261.23  (feet)  COMP
 QU0014  MODELED GRAV-     980,372.9   (mgal)                       NAVD 88
 QU0014
 QU0014  VERT ORDER  -  FIRST     CLASS II
 QU0014
 QU0014.The horizontal coordinates were scaled from a topographic map and have
 QU0014.an estimated accuracy of +/- 6 seconds.
 QU0014
 QU0014.The orthometric height was determined by differential leveling
 QU0014.and adjusted by the National Geodetic Survey in June 1991..
 QU0014
 QU0014.The geoid height was determined by GEOID03.
 QU0014
 QU0014.The dynamic height is computed by dividing the NAVD 88
 QU0014.geopotential number by the normal gravity value computed on the
 QU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0014.degrees latitude (g = 980.6199 gals.).
 QU0014
 QU0014.The modeled gravity was interpolated from observed gravity values.
 QU0014
 QU0014;                    North         East    Units  Estimated Accuracy
 QU0014;SPC MT       -   157,980.    1,024,210.      MT  (+/- 180 meters Scaled)
 QU0014
 QU0014                          SUPERSEDED SURVEY CONTROL
 QU0014
 QU0014  NGVD 29 (??/??/92)  993.673  (m)         3260.08   (f) ADJ UNCH    1 2
 QU0014
 QU0014.Superseded values are not recommended for survey control.
 QU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0014.See file dsdata.txt to determine how the superseded data were derived.
 QU0014
 QU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL731432(NAD 83)
 QU0014_MARKER: DB = BENCH MARK DISK
 QU0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0014_STAMPING: D 34 1934
 QU0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0014+STABILITY: SURFACE MOTION
 QU0014
 QU0014  HISTORY     - Date     Condition        Report By
 QU0014  HISTORY     - 1934     MONUMENTED       CGS
 QU0014
 QU0014                          STATION DESCRIPTION
 QU0014
 QU0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0014'4.9 MI W FROM CAMP COOK.
 QU0014'IN CARTER COUNTY, MONTANA, 4.9 MILES WEST ALONG THE ROAD TO
 QU0014'BROADUS FROM CAMP CROOK, HARDING COUNTY, SOUTH DAKOTA, 0.3 MILE
 QU0014'EAST OF A FARMHOUSE, 48 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 QU0014'AND 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QU0014'STAMPED D 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0127 ***********************************************************************
 RU0127  DESIGNATION -  D 35
 RU0127  PID         -  RU0127
 RU0127  STATE/COUNTY-  MT/ROSEBUD
 RU0127  USGS QUAD   -  NICHOLS (1984)
 RU0127
 RU0127                         *CURRENT SURVEY CONTROL
 RU0127  ___________________________________________________________________
 RU0127* NAD 83(1986)-  46 18 33.     (N)    106 49 17.     (W)     SCALED    
 RU0127* NAVD 88     -       781.728  (meters)    2564.72   (feet)  ADJUSTED  
 RU0127  ___________________________________________________________________
 RU0127  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 RU0127  DYNAMIC HT  -         781.651 (meters)    2564.47  (feet)  COMP
 RU0127  MODELED GRAV-     980,490.5   (mgal)                       NAVD 88
 RU0127
 RU0127  VERT ORDER  -  FIRST     CLASS II
 RU0127
 RU0127.The horizontal coordinates were scaled from a topographic map and have
 RU0127.an estimated accuracy of +/- 6 seconds.
 RU0127
 RU0127.The orthometric height was determined by differential leveling
 RU0127.and adjusted by the National Geodetic Survey in June 1991..
 RU0127
 RU0127.The geoid height was determined by GEOID03.
 RU0127
 RU0127.The dynamic height is computed by dividing the NAVD 88
 RU0127.geopotential number by the normal gravity value computed on the
 RU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0127.degrees latitude (g = 980.6199 gals.).
 RU0127
 RU0127.The modeled gravity was interpolated from observed gravity values.
 RU0127
 RU0127;                    North         East    Units  Estimated Accuracy
 RU0127;SPC MT       -   232,350.      806,190.      MT  (+/- 180 meters Scaled)
 RU0127
 RU0127                          SUPERSEDED SURVEY CONTROL
 RU0127
 RU0127  NGVD 29 (??/??/92)  781.11   (m)         2562.7    (f) COMPUTED    1 2
 RU0127
 RU0127.Superseded values are not recommended for survey control.
 RU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0127.See file dsdata.txt to determine how the superseded data were derived.
 RU0127
 RU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM597300(NAD 83)
 RU0127_MARKER: DB = BENCH MARK DISK
 RU0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0127_STAMPING: D 35 1931 2562.679
 RU0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0127+STABILITY: SURFACE MOTION
 RU0127
 RU0127  HISTORY     - Date     Condition        Report By
 RU0127  HISTORY     - 1931     MONUMENTED       CGS
 RU0127  HISTORY     - 1960     GOOD             NGS
 RU0127
 RU0127                          STATION DESCRIPTION
 RU0127
 RU0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0127'7.0 MI NW FROM FORSYTH.
 RU0127'ABOUT 7.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RU0127'PACIFIC RAILROAD FROM THE STATION AT FORSYTH, 27 FEET SOUTH OF THE
 RU0127'FIRST TELEPHONE POLE SOUTHEAST OF MILEPOST 1171, IN SECTION 34, R 39
 RU0127'E, T 7 N, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 101 FEET SOUTHWEST
 RU0127'OF AND ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 180 FEET
 RU0127'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 2 FEET NORTHEAST
 RU0127'OF A FENCE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 RU0127'WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0526 ***********************************************************************
 SU0526  DESIGNATION -  D 351
 SU0526  PID         -  SU0526
 SU0526  STATE/COUNTY-  MT/MINERAL
 SU0526  USGS QUAD   -  SALTESE (1988)
 SU0526
 SU0526                         *CURRENT SURVEY CONTROL
 SU0526  ___________________________________________________________________
 SU0526* NAD 83(1986)-  47 25 00.     (N)    115 32 37.     (W)     SCALED    
 SU0526* NAVD 88     -      1063.121  (meters)    3487.92   (feet)  ADJUSTED  
 SU0526  ___________________________________________________________________
 SU0526  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 SU0526  DYNAMIC HT  -        1063.012 (meters)    3487.57  (feet)  COMP
 SU0526  MODELED GRAV-     980,474.3   (mgal)                       NAVD 88
 SU0526
 SU0526  VERT ORDER  -  SECOND    CLASS 0
 SU0526
 SU0526.The horizontal coordinates were scaled from a topographic map and have
 SU0526.an estimated accuracy of +/- 6 seconds.
 SU0526
 SU0526.The orthometric height was determined by differential leveling
 SU0526.and adjusted by the National Geodetic Survey in June 1991..
 SU0526
 SU0526.The geoid height was determined by GEOID03.
 SU0526
 SU0526.The dynamic height is computed by dividing the NAVD 88
 SU0526.geopotential number by the normal gravity value computed on the
 SU0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0526.degrees latitude (g = 980.6199 gals.).
 SU0526
 SU0526.The modeled gravity was interpolated from observed gravity values.
 SU0526
 SU0526;                    North         East    Units  Estimated Accuracy
 SU0526;SPC MT       -   369,450.      144,650.      MT  (+/- 180 meters Scaled)
 SU0526
 SU0526                          SUPERSEDED SURVEY CONTROL
 SU0526
 SU0526  NGVD 29 (??/??/92) 1061.916  (m)         3483.97   (f) ADJ UNCH    2 0
 SU0526
 SU0526.Superseded values are not recommended for survey control.
 SU0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0526.See file dsdata.txt to determine how the superseded data were derived.
 SU0526
 SU0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN098524(NAD 83)
 SU0526_MARKER: DB = BENCH MARK DISK
 SU0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0526_SP_SET: CULVERT
 SU0526_STAMPING: D 351 1935
 SU0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0526
 SU0526  HISTORY     - Date     Condition        Report By
 SU0526  HISTORY     - 1935     MONUMENTED       CGS
 SU0526
 SU0526                          STATION DESCRIPTION
 SU0526
 SU0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0526'1.8 MI W FROM SALTESE.
 SU0526'1.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0526'SALTESE, MINERAL COUNTY, 0.1 MILE WEST OF MILEPOST 26, 150 FEET
 SU0526'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 10, 13 FEET SOUTHEAST OF
 SU0526'THE CENTERLINE OF THE TRACK, AT A 5-BY 6-FOOT CONCRETE CULVERT, IN THE
 SU0526'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL, AND 1 FOOT
 SU0526'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0431 ***********************************************************************
 SU0431  DESIGNATION -  D 352
 SU0431  PID         -  SU0431
 SU0431  STATE/COUNTY-  MT/MINERAL
 SU0431  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU0431
 SU0431                         *CURRENT SURVEY CONTROL
 SU0431  ___________________________________________________________________
 SU0431* NAD 83(1986)-  47 20 30.     (N)    115 10 56.     (W)     SCALED    
 SU0431* NAVD 88     -      1006.827  (meters)    3303.23   (feet)  ADJUSTED  
 SU0431  ___________________________________________________________________
 SU0431  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU0431  DYNAMIC HT  -        1006.705 (meters)    3302.83  (feet)  COMP
 SU0431  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 SU0431
 SU0431  VERT ORDER  -  SECOND    CLASS 0
 SU0431
 SU0431.The horizontal coordinates were scaled from a topographic map and have
 SU0431.an estimated accuracy of +/- 6 seconds.
 SU0431
 SU0431.The orthometric height was determined by differential leveling
 SU0431.and adjusted by the National Geodetic Survey in June 1991..
 SU0431
 SU0431.The geoid height was determined by GEOID03.
 SU0431
 SU0431.The dynamic height is computed by dividing the NAVD 88
 SU0431.geopotential number by the normal gravity value computed on the
 SU0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0431.degrees latitude (g = 980.6199 gals.).
 SU0431
 SU0431.The modeled gravity was interpolated from observed gravity values.
 SU0431
 SU0431;                    North         East    Units  Estimated Accuracy
 SU0431;SPC MT       -   359,100.      171,230.      MT  (+/- 180 meters Scaled)
 SU0431
 SU0431                          SUPERSEDED SURVEY CONTROL
 SU0431
 SU0431  NGVD 29 (??/??/92) 1005.643  (m)         3299.35   (f) ADJ UNCH    2 0
 SU0431
 SU0431.Superseded values are not recommended for survey control.
 SU0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0431.See file dsdata.txt to determine how the superseded data were derived.
 SU0431
 SU0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN373447(NAD 83)
 SU0431_MARKER: DB = BENCH MARK DISK
 SU0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0431_STAMPING: D 352 1935
 SU0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0431+STABILITY: SURFACE MOTION
 SU0431
 SU0431  HISTORY     - Date     Condition        Report By
 SU0431  HISTORY     - 1935     MONUMENTED       CGS
 SU0431  HISTORY     - 1956     MARK NOT FOUND   NGS
 SU0431
 SU0431                          STATION DESCRIPTION
 SU0431
 SU0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0431'6.2 MI W FROM ST REGIS.
 SU0431'6.2 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0431'STATION AT ST. REGIS, MINERAL COUNTY, 2.6 MILES EAST OF CAMELS HUMP
 SU0431'MOUNTAIN, 0.1 MILE WEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 SU0431'36.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 36.2 FEET NORTHEAST
 SU0431'OF THE NORTH END OF A GALVANIZED-IRON PIPE CULVERT, AND 7 FEET
 SU0431'SOUTHEAST OF A WHITE Y-SHAPED PINE TREE.  A STANDARD DISK SET IN THE
 SU0431'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0219 ***********************************************************************
 TJ0219  DESIGNATION -  D 354
 TJ0219  PID         -  TJ0219
 TJ0219  STATE/COUNTY-  MT/VALLEY
 TJ0219  USGS QUAD   -  WHEELER (1978)
 TJ0219
 TJ0219                         *CURRENT SURVEY CONTROL
 TJ0219  ___________________________________________________________________
 TJ0219* NAD 83(1986)-  48 01 58.     (N)    106 32 21.     (W)     SCALED    
 TJ0219* NAVD 88     -       668.092  (meters)    2191.90   (feet)  ADJUSTED  
 TJ0219  ___________________________________________________________________
 TJ0219  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TJ0219  DYNAMIC HT  -         668.151 (meters)    2192.09  (feet)  COMP
 TJ0219  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 TJ0219
 TJ0219  VERT ORDER  -  FIRST     CLASS II
 TJ0219
 TJ0219.The horizontal coordinates were scaled from a topographic map and have
 TJ0219.an estimated accuracy of +/- 6 seconds.
 TJ0219
 TJ0219.The orthometric height was determined by differential leveling
 TJ0219.and adjusted by the National Geodetic Survey in June 1991..
 TJ0219
 TJ0219.The geoid height was determined by GEOID03.
 TJ0219
 TJ0219.The dynamic height is computed by dividing the NAVD 88
 TJ0219.geopotential number by the normal gravity value computed on the
 TJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0219.degrees latitude (g = 980.6199 gals.).
 TJ0219
 TJ0219.The modeled gravity was interpolated from observed gravity values.
 TJ0219
 TJ0219;                    North         East    Units  Estimated Accuracy
 TJ0219;SPC MT       -   424,510.      820,660.      MT  (+/- 180 meters Scaled)
 TJ0219
 TJ0219                          SUPERSEDED SURVEY CONTROL
 TJ0219
 TJ0219  NGVD 29 (??/??/92)  667.468  (m)         2189.85   (f) ADJ UNCH    1 2
 TJ0219
 TJ0219.Superseded values are not recommended for survey control.
 TJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0219.See file dsdata.txt to determine how the superseded data were derived.
 TJ0219
 TJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP852210(NAD 83)
 TJ0219_MARKER: DB = BENCH MARK DISK
 TJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0219_STAMPING: D 354 1948
 TJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0219+STABILITY: SURFACE MOTION
 TJ0219
 TJ0219  HISTORY     - Date     Condition        Report By
 TJ0219  HISTORY     - 1948     MONUMENTED       CGS
 TJ0219
 TJ0219                          STATION DESCRIPTION
 TJ0219
 TJ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0219'5.35 MI SNW FROM FORT PECK.
 TJ0219'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0219'PECK, THENCE 4.75 MILES NORTHWEST ALONG STATE HIGHWAY 22,
 TJ0219'APPROXIMATELY 213 YARDS NORTHWEST OF THE NORTHWEST END OF A 58-FOOT
 TJ0219'BRIDGE OVER BORTON COULEE, 83.4 FEET SOUTHEAST OF THE SOUTHWEST END OF
 TJ0219'A 24-INCH CORRUGATED IRON CULVERT, 37.1 FEET SOUTHWEST OF AND LEVEL
 TJ0219'WITH THE CENTER LINE OF THE HIGHWAY, 2.7 FEET NORTHEAST OF A FENCE,
 TJ0219'1.8 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 TJ0219'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0008 ***********************************************************************
 SQ0008  DESIGNATION -  D 355
 SQ0008  PID         -  SQ0008
 SQ0008  STATE/COUNTY-  MT/MCCONE
 SQ0008  USGS QUAD   -  BOBCAT CREEK (1972)
 SQ0008
 SQ0008                         *CURRENT SURVEY CONTROL
 SQ0008  ___________________________________________________________________
 SQ0008* NAD 83(1986)-  47 57 51.     (N)    106 15 32.     (W)     SCALED    
 SQ0008* NAVD 88     -       809.379  (meters)    2655.44   (feet)  ADJUSTED  
 SQ0008  ___________________________________________________________________
 SQ0008  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SQ0008  DYNAMIC HT  -         809.438 (meters)    2655.63  (feet)  COMP
 SQ0008  MODELED GRAV-     980,657.1   (mgal)                       NAVD 88
 SQ0008
 SQ0008  VERT ORDER  -  FIRST     CLASS II
 SQ0008
 SQ0008.The horizontal coordinates were scaled from a topographic map and have
 SQ0008.an estimated accuracy of +/- 6 seconds.
 SQ0008
 SQ0008.The orthometric height was determined by differential leveling
 SQ0008.and adjusted by the National Geodetic Survey in June 1991..
 SQ0008
 SQ0008.The geoid height was determined by GEOID03.
 SQ0008
 SQ0008.The dynamic height is computed by dividing the NAVD 88
 SQ0008.geopotential number by the normal gravity value computed on the
 SQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0008.degrees latitude (g = 980.6199 gals.).
 SQ0008
 SQ0008.The modeled gravity was interpolated from observed gravity values.
 SQ0008
 SQ0008;                    North         East    Units  Estimated Accuracy
 SQ0008;SPC MT       -   417,720.      841,850.      MT  (+/- 180 meters Scaled)
 SQ0008
 SQ0008                          SUPERSEDED SURVEY CONTROL
 SQ0008
 SQ0008  NGVD 29 (??/??/92)  808.752  (m)         2653.38   (f) ADJ UNCH    1 2
 SQ0008
 SQ0008.Superseded values are not recommended for survey control.
 SQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0008.See file dsdata.txt to determine how the superseded data were derived.
 SQ0008
 SQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP060130(NAD 83)
 SQ0008_MARKER: DB = BENCH MARK DISK
 SQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0008_STAMPING: D 355 1948
 SQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0008+STABILITY: SURFACE MOTION
 SQ0008
 SQ0008  HISTORY     - Date     Condition        Report By
 SQ0008  HISTORY     - 1948     MONUMENTED       CGS
 SQ0008  HISTORY     - 1972     MARK NOT FOUND   USGS
 SQ0008
 SQ0008                          STATION DESCRIPTION
 SQ0008
 SQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0008'10.15 MI SE FROM FORT PECK.
 SQ0008'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0008'PECK DAM AT FORT PECK, THENCE 7.2 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0008'ROAD, 229.0 FEET SOUTH OF THE CENTER LINE OF A RAVINE LEADING WEST
 SQ0008'FROM THE ROAD, 149.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE
 SQ0008'CREST OF A ROCKY KNOLL, 42.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 SQ0008'2.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 SQ0008'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 SQ0008
 SQ0008                          STATION RECOVERY (1972)
 SQ0008
 SQ0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SQ0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0136 ***********************************************************************
 TJ0136  DESIGNATION -  D 356
 TJ0136  PID         -  TJ0136
 TJ0136  STATE/COUNTY-  MT/VALLEY
 TJ0136  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0136
 TJ0136                         *CURRENT SURVEY CONTROL
 TJ0136  ___________________________________________________________________
 TJ0136* NAD 83(1986)-  48 04 34.     (N)    106 21 02.     (W)     SCALED    
 TJ0136* NAVD 88     -       621.965  (meters)    2040.56   (feet)  ADJUSTED  
 TJ0136  ___________________________________________________________________
 TJ0136  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0136  DYNAMIC HT  -         622.027 (meters)    2040.77  (feet)  COMP
 TJ0136  MODELED GRAV-     980,690.6   (mgal)                       NAVD 88
 TJ0136
 TJ0136  VERT ORDER  -  FIRST     CLASS II
 TJ0136
 TJ0136.The horizontal coordinates were scaled from a topographic map and have
 TJ0136.an estimated accuracy of +/- 6 seconds.
 TJ0136
 TJ0136.The orthometric height was determined by differential leveling
 TJ0136.and adjusted by the National Geodetic Survey in June 1991..
 TJ0136
 TJ0136.The geoid height was determined by GEOID03.
 TJ0136
 TJ0136.The dynamic height is computed by dividing the NAVD 88
 TJ0136.geopotential number by the normal gravity value computed on the
 TJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0136.degrees latitude (g = 980.6199 gals.).
 TJ0136
 TJ0136.The modeled gravity was interpolated from observed gravity values.
 TJ0136
 TJ0136;                    North         East    Units  Estimated Accuracy
 TJ0136;SPC MT       -   429,870.      834,520.      MT  (+/- 180 meters Scaled)
 TJ0136
 TJ0136                          SUPERSEDED SURVEY CONTROL
 TJ0136
 TJ0136  NGVD 29 (??/??/92)  621.333  (m)         2038.49   (f) ADJ UNCH    1 2
 TJ0136
 TJ0136.Superseded values are not recommended for survey control.
 TJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0136.See file dsdata.txt to determine how the superseded data were derived.
 TJ0136
 TJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP994256(NAD 83)
 TJ0136_MARKER: DB = BENCH MARK DISK
 TJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0136_STAMPING: D 356 1948
 TJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0136+STABILITY: SURFACE MOTION
 TJ0136
 TJ0136  HISTORY     - Date     Condition        Report By
 TJ0136  HISTORY     - 1948     MONUMENTED       CGS
 TJ0136  HISTORY     - 1972     GOOD             USGS
 TJ0136
 TJ0136                          STATION DESCRIPTION
 TJ0136
 TJ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0136'4.75 MI SW FROM WIOTA.
 TJ0136'4.75 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TJ0136'STATION AT WIOTA, AT A PRIVATE ROAD CROSSING, 111.0 FEET WEST OF THE
 TJ0136'CENTER LINE OF THE ROAD, 46.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 TJ0136'TRACK, 2.4 FEET EAST OF A REFERENCE POST, 1.3 FEET NORTH OF A FENCE,
 TJ0136'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TJ0136'GROUND.
 TJ0136
 TJ0136                          STATION RECOVERY (1972)
 TJ0136
 TJ0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0028 ***********************************************************************
 SQ0028  DESIGNATION -  D 357
 SQ0028  PID         -  SQ0028
 SQ0028  STATE/COUNTY-  MT/MCCONE
 SQ0028  USGS QUAD   -  PASTURE CREEK (1973)
 SQ0028
 SQ0028                         *CURRENT SURVEY CONTROL
 SQ0028  ___________________________________________________________________
 SQ0028* NAD 83(1986)-  47 59 04.     (N)    106 06 57.     (W)     SCALED    
 SQ0028* NAVD 88     -       628.609  (meters)    2062.36   (feet)  ADJUSTED  
 SQ0028  ___________________________________________________________________
 SQ0028  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 SQ0028  DYNAMIC HT  -         628.671 (meters)    2062.56  (feet)  COMP
 SQ0028  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SQ0028
 SQ0028  VERT ORDER  -  FIRST     CLASS II
 SQ0028
 SQ0028.The horizontal coordinates were scaled from a topographic map and have
 SQ0028.an estimated accuracy of +/- 6 seconds.
 SQ0028
 SQ0028.The orthometric height was determined by differential leveling
 SQ0028.and adjusted by the National Geodetic Survey in June 1991..
 SQ0028
 SQ0028.The geoid height was determined by GEOID03.
 SQ0028
 SQ0028.The dynamic height is computed by dividing the NAVD 88
 SQ0028.geopotential number by the normal gravity value computed on the
 SQ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0028.degrees latitude (g = 980.6199 gals.).
 SQ0028
 SQ0028.The modeled gravity was interpolated from observed gravity values.
 SQ0028
 SQ0028;                    North         East    Units  Estimated Accuracy
 SQ0028;SPC MT       -   420,420.      852,430.      MT  (+/- 180 meters Scaled)
 SQ0028
 SQ0028                          SUPERSEDED SURVEY CONTROL
 SQ0028
 SQ0028  NGVD 29 (??/??/92)  628.005  (m)         2060.38   (f) ADJ UNCH    1 2
 SQ0028
 SQ0028.Superseded values are not recommended for survey control.
 SQ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0028.See file dsdata.txt to determine how the superseded data were derived.
 SQ0028
 SQ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP167151(NAD 83)
 SQ0028_MARKER: DB = BENCH MARK DISK
 SQ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0028_STAMPING: D 357 1948
 SQ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0028+STABILITY: SURFACE MOTION
 SQ0028
 SQ0028  HISTORY     - Date     Condition        Report By
 SQ0028  HISTORY     - 1948     MONUMENTED       CGS
 SQ0028  HISTORY     - 1973     GOOD             USGS
 SQ0028
 SQ0028                          STATION DESCRIPTION
 SQ0028
 SQ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0028'18.7 MI SE FROM FORT PECK.
 SQ0028'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0028'PECK DAM AT FORT PECK, THENCE 9.35 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0028'ROAD, THENCE 6.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 34.0 FEET
 SQ0028'NORTHWEST OF THE CENTER LINE OF THE ROAD AT A POINT WHERE IT LEAVES
 SQ0028'THE CREEK BOTTOMS, 7.0 FEET NORTHEAST OF A FENCE CORNER, 3.5 FEET EAST
 SQ0028'OF A FENCE, 1.0 FOOT NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP
 SQ0028'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SQ0028
 SQ0028                          STATION RECOVERY (1973)
 SQ0028
 SQ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0029 ***********************************************************************
 TJ0029  DESIGNATION -  D 358
 TJ0029  PID         -  TJ0029
 TJ0029  STATE/COUNTY-  MT/VALLEY
 TJ0029  USGS QUAD   -  FRAZER (1972)
 TJ0029
 TJ0029                         *CURRENT SURVEY CONTROL
 TJ0029  ___________________________________________________________________
 TJ0029* NAD 83(1986)-  48 03 42.     (N)    106 02 31.     (W)     SCALED    
 TJ0029* NAVD 88     -       630.615  (meters)    2068.94   (feet)  ADJUSTED  
 TJ0029  ___________________________________________________________________
 TJ0029  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TJ0029  DYNAMIC HT  -         630.684 (meters)    2069.17  (feet)  COMP
 TJ0029  MODELED GRAV-     980,701.2   (mgal)                       NAVD 88
 TJ0029
 TJ0029  VERT ORDER  -  FIRST     CLASS II
 TJ0029
 TJ0029.The horizontal coordinates were scaled from a topographic map and have
 TJ0029.an estimated accuracy of +/- 6 seconds.
 TJ0029
 TJ0029.The orthometric height was determined by differential leveling
 TJ0029.and adjusted by the National Geodetic Survey in June 1991..
 TJ0029
 TJ0029.The geoid height was determined by GEOID03.
 TJ0029
 TJ0029.The dynamic height is computed by dividing the NAVD 88
 TJ0029.geopotential number by the normal gravity value computed on the
 TJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0029.degrees latitude (g = 980.6199 gals.).
 TJ0029
 TJ0029.The modeled gravity was interpolated from observed gravity values.
 TJ0029
 TJ0029;                    North         East    Units  Estimated Accuracy
 TJ0029;SPC MT       -   429,240.      857,550.      MT  (+/- 180 meters Scaled)
 TJ0029
 TJ0029                          SUPERSEDED SURVEY CONTROL
 TJ0029
 TJ0029  NGVD 29 (??/??/92)  630.018  (m)         2066.98   (f) ADJ UNCH    1 2
 TJ0029
 TJ0029.Superseded values are not recommended for survey control.
 TJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0029.See file dsdata.txt to determine how the superseded data were derived.
 TJ0029
 TJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP223236(NAD 83)
 TJ0029_MARKER: DB = BENCH MARK DISK
 TJ0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TJ0029_SP_SET: CONCRETE BASE
 TJ0029_STAMPING: D 358 1948
 TJ0029_MARK LOGO: CGS   
 TJ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0029
 TJ0029  HISTORY     - Date     Condition        Report By
 TJ0029  HISTORY     - 1948     MONUMENTED       CGS
 TJ0029  HISTORY     - 1980     GOOD             NGS
 TJ0029
 TJ0029                          STATION DESCRIPTION
 TJ0029
 TJ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0029'IN FRAZER.
 TJ0029'AT FRAZER, VALLEY COUNTY, ON THE GREAT NORTHERN RAILWAY, 130.3 FEET
 TJ0029'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, AT THE RAILROAD
 TJ0029'WATER TANK, IN THE TOP OF THE LOWER PART OF THE WEST CORNER OF THE
 TJ0029'NORTHEAST CONCRETE BASE, 0.4 MILE NORTHEAST OF THE HIGH SCHOOL
 TJ0029'BUILDING, 27.8 FEET NORTH OF THE NORTH RAIL OF THE TRACK, AND 1 FOOT
 TJ0029'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED D 358 1948.
 TJ0029
 TJ0029                          STATION RECOVERY (1980)
 TJ0029
 TJ0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0029'IN FRAZER, AT THE JUNCTION OF THE BURLINGTON NORTHERN RAILROAD AND
 TJ0029'MAIN STREET, IN THE BOTTOM SECTION OF THE WEST CORNER OF THE
 TJ0029'NORTHEAST FOOTING OF AN OLD ABANDONED WATER TANK, 91.4 METERS
 TJ0029'(300.0 FT) NORTH OF THE POST OFFICE, 45.7 METERS (150.0 FT) EAST
 TJ0029'OF THE CENTER OF THE STREET, AND 8.5 METERS (27.8 FT) NORTH OF THE
 TJ0029'NORTH RAIL.
 TJ0029'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0217 ***********************************************************************
 RU0217  DESIGNATION -  D 36
 RU0217  PID         -  RU0217
 RU0217  STATE/COUNTY-  MT/ROSEBUD
 RU0217  USGS QUAD   -  MC GINNIS BUTTE SE (1980)
 RU0217
 RU0217                         *CURRENT SURVEY CONTROL
 RU0217  ___________________________________________________________________
 RU0217* NAD 83(1986)-  46 50 45.     (N)    107 22 30.     (W)     SCALED    
 RU0217* NAVD 88     -       917.100  (meters)    3008.85   (feet)  ADJUSTED  
 RU0217  ___________________________________________________________________
 RU0217  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 RU0217  DYNAMIC HT  -         917.041 (meters)    3008.66  (feet)  COMP
 RU0217  MODELED GRAV-     980,517.8   (mgal)                       NAVD 88
 RU0217
 RU0217  VERT ORDER  -  FIRST     CLASS II
 RU0217
 RU0217.The horizontal coordinates were scaled from a topographic map and have
 RU0217.an estimated accuracy of +/- 6 seconds.
 RU0217
 RU0217.The orthometric height was determined by differential leveling
 RU0217.and adjusted by the National Geodetic Survey in June 1991..
 RU0217
 RU0217.The geoid height was determined by GEOID03.
 RU0217
 RU0217.The dynamic height is computed by dividing the NAVD 88
 RU0217.geopotential number by the normal gravity value computed on the
 RU0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0217.degrees latitude (g = 980.6199 gals.).
 RU0217
 RU0217.The modeled gravity was interpolated from observed gravity values.
 RU0217
 RU0217;                    North         East    Units  Estimated Accuracy
 RU0217;SPC MT       -   290,650.      761,970.      MT  (+/- 180 meters Scaled)
 RU0217
 RU0217                          SUPERSEDED SURVEY CONTROL
 RU0217
 RU0217  NGVD 29 (??/??/92)  916.408  (m)         3006.58   (f) ADJ UNCH    1 2
 RU0217
 RU0217.Superseded values are not recommended for survey control.
 RU0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0217.See file dsdata.txt to determine how the superseded data were derived.
 RU0217
 RU0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM189907(NAD 83)
 RU0217_MARKER: DB = BENCH MARK DISK
 RU0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0217_STAMPING: 3006.582 D 36 1931
 RU0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0217+STABILITY: SURFACE MOTION
 RU0217
 RU0217  HISTORY     - Date     Condition        Report By
 RU0217  HISTORY     - 1931     MONUMENTED       CGS
 RU0217
 RU0217                          STATION DESCRIPTION
 RU0217
 RU0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0217'17.9 MI N FROM INGOMAR.
 RU0217'ABOUT 17.9 MILES NORTH ALONG THE INGOMAR-EDWARDS ROAD FROM THE
 RU0217'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT INGOMAR,
 RU0217'ROSEBUD COUNTY, AT THE TOP OF A HILL, AND ABOUT 35 FEET EAST OF THE
 RU0217'ROAD.  A STANDARD DISK, STAMPED 3006.582 D 36 1931 AND SET IN THE TOP
 RU0217'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0313 ***********************************************************************
 TH0313  DESIGNATION -  D 360
 TH0313  PID         -  TH0313
 TH0313  STATE/COUNTY-  MT/VALLEY
 TH0313  USGS QUAD   -  LUSTRE (1983)
 TH0313
 TH0313                         *CURRENT SURVEY CONTROL
 TH0313  ___________________________________________________________________
 TH0313* NAD 83(1986)-  48 23 00.     (N)    106 00 00.     (W)     SCALED    
 TH0313* NAVD 88     -       835.023  (meters)    2739.57   (feet)  ADJUSTED  
 TH0313  ___________________________________________________________________
 TH0313  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TH0313  DYNAMIC HT  -         835.102 (meters)    2739.83  (feet)  COMP
 TH0313  MODELED GRAV-     980,677.3   (mgal)                       NAVD 88
 TH0313
 TH0313  VERT ORDER  -  SECOND    CLASS 0
 TH0313
 TH0313.The horizontal coordinates were scaled from a topographic map and have
 TH0313.an estimated accuracy of +/- 6 seconds.
 TH0313
 TH0313.The orthometric height was determined by differential leveling
 TH0313.and adjusted by the National Geodetic Survey in June 1991..
 TH0313
 TH0313.The geoid height was determined by GEOID03.
 TH0313
 TH0313.The dynamic height is computed by dividing the NAVD 88
 TH0313.geopotential number by the normal gravity value computed on the
 TH0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0313.degrees latitude (g = 980.6199 gals.).
 TH0313
 TH0313.The modeled gravity was interpolated from observed gravity values.
 TH0313
 TH0313;                    North         East    Units  Estimated Accuracy
 TH0313;SPC MT       -   465,090.      859,080.      MT  (+/- 180 meters Scaled)
 TH0313
 TH0313                          SUPERSEDED SURVEY CONTROL
 TH0313
 TH0313  NGVD 29 (??/??/92)  834.379  (m)         2737.46   (f) ADJ UNCH    2 0
 TH0313
 TH0313.Superseded values are not recommended for survey control.
 TH0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0313.See file dsdata.txt to determine how the superseded data were derived.
 TH0313
 TH0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP259593(NAD 83)
 TH0313_MARKER: DB = BENCH MARK DISK
 TH0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0313_STAMPING: D 360 1948
 TH0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0313+STABILITY: SURFACE MOTION
 TH0313
 TH0313  HISTORY     - Date     Condition        Report By
 TH0313  HISTORY     - 1948     MONUMENTED       CGS
 TH0313  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0313
 TH0313                          STATION DESCRIPTION
 TH0313
 TH0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0313'24.5 MI NE FROM FRAZER.
 TH0313'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0313'STATION AT FRAZER, THENCE 22.3 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0313'178.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 25-FOOT WOODEN
 TH0313'BRIDGE OVER WEST FORK WOLF CREEK, 53.0 FEET NORTH OF THE CENTER LINE
 TH0313'OF A PRIVATE ROAD LEADING EAST, 38.0 FEET EAST OF AND 2.0 FEET LOWER
 TH0313'THAN THE CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF A REFERENCE POST,
 TH0313'1.0 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 TH0313'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 TH0313
 TH0313                          STATION RECOVERY (1977)
 TH0313
 TH0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0289 ***********************************************************************
 TH0289  DESIGNATION -  D 361
 TH0289  PID         -  TH0289
 TH0289  STATE/COUNTY-  MT/ROOSEVELT
 TH0289  USGS QUAD   -  REED SPRINGS (1983)
 TH0289
 TH0289                         *CURRENT SURVEY CONTROL
 TH0289  ___________________________________________________________________
 TH0289* NAD 83(1986)-  48 27 43.     (N)    105 36 15.     (W)     SCALED    
 TH0289* NAVD 88     -       860.186  (meters)    2822.13   (feet)  ADJUSTED  
 TH0289  ___________________________________________________________________
 TH0289  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TH0289  DYNAMIC HT  -         860.285 (meters)    2822.45  (feet)  COMP
 TH0289  MODELED GRAV-     980,696.8   (mgal)                       NAVD 88
 TH0289
 TH0289  VERT ORDER  -  SECOND    CLASS 0
 TH0289
 TH0289.The horizontal coordinates were scaled from a topographic map and have
 TH0289.an estimated accuracy of +/- 6 seconds.
 TH0289
 TH0289.The orthometric height was determined by differential leveling
 TH0289.and adjusted by the National Geodetic Survey in June 1991..
 TH0289
 TH0289.The geoid height was determined by GEOID03.
 TH0289
 TH0289.The dynamic height is computed by dividing the NAVD 88
 TH0289.geopotential number by the normal gravity value computed on the
 TH0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0289.degrees latitude (g = 980.6199 gals.).
 TH0289
 TH0289.The modeled gravity was interpolated from observed gravity values.
 TH0289
 TH0289;                    North         East    Units  Estimated Accuracy
 TH0289;SPC MT       -   475,200.      887,920.      MT  (+/- 180 meters Scaled)
 TH0289
 TH0289                          SUPERSEDED SURVEY CONTROL
 TH0289
 TH0289  NGVD 29 (??/??/92)  859.568  (m)         2820.10   (f) ADJ UNCH    2 0
 TH0289
 TH0289.Superseded values are not recommended for survey control.
 TH0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0289.See file dsdata.txt to determine how the superseded data were derived.
 TH0289
 TH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP553678(NAD 83)
 TH0289_MARKER: DB = BENCH MARK DISK
 TH0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0289_STAMPING: D 361 1948
 TH0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0289+STABILITY: SURFACE MOTION
 TH0289
 TH0289  HISTORY     - Date     Condition        Report By
 TH0289  HISTORY     - 1948     MONUMENTED       CGS
 TH0289  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0289
 TH0289                          STATION DESCRIPTION
 TH0289
 TH0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0289'27.8 MI NE FROM WOLF POINT.
 TH0289'0.2 MILE WEST ALONG AN ASPHALT STREET FROM THE GREAT NORTHERN RAILROAD
 TH0289'STATION AT WOLF POINT, THENCE 25.6 MILES NORTH ALONG A GRADED DIRT
 TH0289'ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, AT THE NORTHEAST
 TH0289'CORNER OF SECTION 9, T. 31 N., R. 47 E., AT A ROAD INTERSECTION, 80.0
 TH0289'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 21.0 FEET WEST
 TH0289'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.9 FEET SOUTH OF A
 TH0289'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 TH0289'FOOT ABOVE THE GROUND.
 TH0289
 TH0289                          STATION RECOVERY (1977)
 TH0289
 TH0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0284 ***********************************************************************
 SQ0284  DESIGNATION -  D 362
 SQ0284  PID         -  SQ0284
 SQ0284  STATE/COUNTY-  MT/VALLEY
 SQ0284  USGS QUAD   -  SMITH COULEE (1973)
 SQ0284
 SQ0284                         *CURRENT SURVEY CONTROL
 SQ0284  ___________________________________________________________________
 SQ0284* NAD 83(1986)-  47 49 41.     (N)    107 17 06.     (W)     SCALED    
 SQ0284* NAVD 88     -       903.514  (meters)    2964.28   (feet)  ADJUSTED  
 SQ0284  ___________________________________________________________________
 SQ0284  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 SQ0284  DYNAMIC HT  -         903.540 (meters)    2964.36  (feet)  COMP
 SQ0284  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 SQ0284
 SQ0284  VERT ORDER  -  SECOND    CLASS 0
 SQ0284
 SQ0284.The horizontal coordinates were scaled from a topographic map and have
 SQ0284.an estimated accuracy of +/- 6 seconds.
 SQ0284
 SQ0284.The orthometric height was determined by differential leveling
 SQ0284.and adjusted by the National Geodetic Survey in June 1991..
 SQ0284
 SQ0284.The geoid height was determined by GEOID03.
 SQ0284
 SQ0284.The dynamic height is computed by dividing the NAVD 88
 SQ0284.geopotential number by the normal gravity value computed on the
 SQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0284.degrees latitude (g = 980.6199 gals.).
 SQ0284
 SQ0284.The modeled gravity was interpolated from observed gravity values.
 SQ0284
 SQ0284;                    North         East    Units  Estimated Accuracy
 SQ0284;SPC MT       -   399,930.      765,740.      MT  (+/- 180 meters Scaled)
 SQ0284
 SQ0284                          SUPERSEDED SURVEY CONTROL
 SQ0284
 SQ0284  NGVD 29 (??/??/92)  902.795  (m)         2961.92   (f) ADJ UNCH    2 0
 SQ0284
 SQ0284.Superseded values are not recommended for survey control.
 SQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0284.See file dsdata.txt to determine how the superseded data were derived.
 SQ0284
 SQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN289997(NAD 83)
 SQ0284_MARKER: DB = BENCH MARK DISK
 SQ0284_SETTING: 66 = SET IN ROCK OUTCROP
 SQ0284_SP_SET: ROCK OUTCROP
 SQ0284_STAMPING: D 362 1948
 SQ0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SQ0284+STABILITY: POSITION/ELEVATION WELL
 SQ0284
 SQ0284  HISTORY     - Date     Condition        Report By
 SQ0284  HISTORY     - 1948     MONUMENTED       CGS
 SQ0284  HISTORY     - 1973     GOOD             USGS
 SQ0284
 SQ0284                          STATION DESCRIPTION
 SQ0284
 SQ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0284'51.45 MI S FROM SACO.
 SQ0284'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0284'RAILWAY STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0284'THENCE 7.8 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL, THENCE 3.65
 SQ0284'MILES EAST ALONG A TRAIL, THENCE 3.1 MILES SOUTHEAST ALONG A DIM
 SQ0284'TRAIL.  APPROXIMATELY 0.1 MILE SOUTHEAST OF THE SOUTHEAST FACE OF A
 SQ0284'BARE BLUFF, AT THE NORTHEAST END OF AN OUTCROPPING OF ROCK, 78.5 FEET
 SQ0284'SOUTHWEST OF AND 7.0 FEET LOWER THAN THE CENTER LINE OF THE TRAIL, AND
 SQ0284'SET IN THE TOP OF AN OUTCROPPING OF ROCK.  NOTE -- 9.4 MI. SE ALONG
 SQ0284'STATE HWY. 24 FROM THE BURLINGTON NORTHERN RAILWAY STATION IN GLASGOW,
 SQ0284'THENCE 3.1 MI. S ALONG GRADED RD., THENCE 37.9 MI. SW ALONG RD.
 SQ0284'TOWARDS BURDES RANCH, THENCE 4.55 MI. N ALONG TRACK RD. TO LOCATION
 SQ0284'PREVIOUSLY DESCRIBED.
 SQ0284
 SQ0284                          STATION RECOVERY (1973)
 SQ0284
 SQ0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0199 ***********************************************************************
 SQ0199  DESIGNATION -  D 363
 SQ0199  PID         -  SQ0199
 SQ0199  STATE/COUNTY-  MT/VALLEY
 SQ0199  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0199
 SQ0199                         *CURRENT SURVEY CONTROL
 SQ0199  ___________________________________________________________________
 SQ0199* NAD 83(1986)-  47 50 02.     (N)    106 49 00.     (W)     SCALED    
 SQ0199* NAVD 88     -       830.263  (meters)    2723.95   (feet)  ADJUSTED  
 SQ0199  ___________________________________________________________________
 SQ0199  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 SQ0199  DYNAMIC HT  -         830.322 (meters)    2724.15  (feet)  COMP
 SQ0199  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 SQ0199
 SQ0199  VERT ORDER  -  SECOND    CLASS 0
 SQ0199
 SQ0199.The horizontal coordinates were scaled from a topographic map and have
 SQ0199.an estimated accuracy of +/- 6 seconds.
 SQ0199
 SQ0199.The orthometric height was determined by differential leveling
 SQ0199.and adjusted by the National Geodetic Survey in June 1991..
 SQ0199
 SQ0199.The geoid height was determined by GEOID03.
 SQ0199
 SQ0199.The dynamic height is computed by dividing the NAVD 88
 SQ0199.geopotential number by the normal gravity value computed on the
 SQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0199.degrees latitude (g = 980.6199 gals.).
 SQ0199
 SQ0199.The modeled gravity was interpolated from observed gravity values.
 SQ0199
 SQ0199;                    North         East    Units  Estimated Accuracy
 SQ0199;SPC MT       -   401,670.      800,750.      MT  (+/- 180 meters Scaled)
 SQ0199
 SQ0199                          SUPERSEDED SURVEY CONTROL
 SQ0199
 SQ0199  NGVD 29 (??/??/92)  829.615  (m)         2721.83   (f) ADJ UNCH    2 0
 SQ0199
 SQ0199.Superseded values are not recommended for survey control.
 SQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0199.See file dsdata.txt to determine how the superseded data were derived.
 SQ0199
 SQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN640994(NAD 83)
 SQ0199_MARKER: DB = BENCH MARK DISK
 SQ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0199_STAMPING: D 363 1948
 SQ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0199+STABILITY: SURFACE MOTION
 SQ0199
 SQ0199  HISTORY     - Date     Condition        Report By
 SQ0199  HISTORY     - 1948     MONUMENTED       CGS
 SQ0199  HISTORY     - 1984     MARK NOT FOUND   USGS
 SQ0199
 SQ0199                          STATION DESCRIPTION
 SQ0199
 SQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0199'36.65 MI S FROM GLASGOW.
 SQ0199'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0199'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0199'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9
 SQ0199'MILES SOUTHEAST ALONG A TRAIL, THENCE 1.55 MILES SOUTH ALONG THE WEST
 SQ0199'FORK OF THE TRAIL, THENCE 0.3 MILE SOUTHEAST ALONG A DIM TRAIL. 0.2
 SQ0199'MILE SOUTHEAST OF THE BROWNING RANCH HOUSE, 47.0 FEET EAST OF THE EAST
 SQ0199'END OF A WIRE GATE ACROSS THE TRAIL, 49.0 FEET NORTHEAST OF THE CENTER
 SQ0199'LINE OF THE TRAIL, 4.9 FEET SOUTH OF A FENCE, 2.7 FEET WEST OF A
 SQ0199'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 SQ0199'FOOT ABOVE THE GROUND.
 SQ0199
 SQ0199                          STATION RECOVERY (1984)
 SQ0199
 SQ0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 SQ0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0275 ***********************************************************************
 SQ0275  DESIGNATION -  D 364
 SQ0275  PID         -  SQ0275
 SQ0275  STATE/COUNTY-  MT/VALLEY
 SQ0275  USGS QUAD   -  WAGON COULEE (1971)
 SQ0275
 SQ0275                         *CURRENT SURVEY CONTROL
 SQ0275  ___________________________________________________________________
 SQ0275* NAD 83(1986)-  47 41 25.     (N)    107 10 53.     (W)     SCALED    
 SQ0275* NAVD 88     -       702.058  (meters)    2303.34   (feet)  ADJUSTED  
 SQ0275  ___________________________________________________________________
 SQ0275  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 SQ0275  DYNAMIC HT  -         702.076 (meters)    2303.39  (feet)  COMP
 SQ0275  MODELED GRAV-     980,615.8   (mgal)                       NAVD 88
 SQ0275
 SQ0275  VERT ORDER  -  SECOND    CLASS 0
 SQ0275
 SQ0275.The horizontal coordinates were scaled from a topographic map and have
 SQ0275.an estimated accuracy of +/- 6 seconds.
 SQ0275
 SQ0275.The orthometric height was determined by differential leveling
 SQ0275.and adjusted by the National Geodetic Survey in June 1991..
 SQ0275
 SQ0275.The geoid height was determined by GEOID03.
 SQ0275
 SQ0275.The dynamic height is computed by dividing the NAVD 88
 SQ0275.geopotential number by the normal gravity value computed on the
 SQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0275.degrees latitude (g = 980.6199 gals.).
 SQ0275
 SQ0275.The modeled gravity was interpolated from observed gravity values.
 SQ0275
 SQ0275;                    North         East    Units  Estimated Accuracy
 SQ0275;SPC MT       -   384,850.      773,940.      MT  (+/- 180 meters Scaled)
 SQ0275
 SQ0275                          SUPERSEDED SURVEY CONTROL
 SQ0275
 SQ0275  NGVD 29 (??/??/92)  701.345  (m)         2301.00   (f) ADJ UNCH    2 0
 SQ0275
 SQ0275.Superseded values are not recommended for survey control.
 SQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0275.See file dsdata.txt to determine how the superseded data were derived.
 SQ0275
 SQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN363841(NAD 83)
 SQ0275_MARKER: DB = BENCH MARK DISK
 SQ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0275_STAMPING: D 364 1948
 SQ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0275+STABILITY: SURFACE MOTION
 SQ0275
 SQ0275  HISTORY     - Date     Condition        Report By
 SQ0275  HISTORY     - 1948     MONUMENTED       CGS
 SQ0275
 SQ0275                          STATION DESCRIPTION
 SQ0275
 SQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0275'61.3 MI S FROM GLASGOW.
 SQ0275'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0275'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0275'ROAD, THENCE 41.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.4
 SQ0275'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.9 MILES SOUTHEAST ALONG
 SQ0275'A TRAIL.  137 YARDS (PACED) SOUTHEAST OF A 36-INCH CORRUGATED IRON
 SQ0275'CULVERT, 32.0 FEET NORTH OF THE CENTER LINE OF THE TRAIL, 26.0 FEET
 SQ0275'SOUTHWEST OF THE CENTER LINE OF A GULLEY, 2.7 FEET EAST OF A REFERENCE
 SQ0275'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 SQ0275'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0256 ***********************************************************************
 TJ0256  DESIGNATION -  D 365
 TJ0256  PID         -  TJ0256
 TJ0256  STATE/COUNTY-  MT/VALLEY
 TJ0256  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0256
 TJ0256                         *CURRENT SURVEY CONTROL
 TJ0256  ___________________________________________________________________
 TJ0256* NAD 83(1986)-  48 54 30.     (N)    106 51 10.     (W)     SCALED    
 TJ0256* NAVD 88     -       776.601  (meters)    2547.90   (feet)  ADJUSTED  
 TJ0256  ___________________________________________________________________
 TJ0256  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TJ0256  DYNAMIC HT  -         776.716 (meters)    2548.28  (feet)  COMP
 TJ0256  MODELED GRAV-     980,731.4   (mgal)                       NAVD 88
 TJ0256
 TJ0256  VERT ORDER  -  SECOND    CLASS 0
 TJ0256
 TJ0256.The horizontal coordinates were scaled from a topographic map and have
 TJ0256.an estimated accuracy of +/- 6 seconds.
 TJ0256
 TJ0256.The orthometric height was determined by differential leveling
 TJ0256.and adjusted by the National Geodetic Survey in June 1991..
 TJ0256
 TJ0256.The geoid height was determined by GEOID03.
 TJ0256
 TJ0256.The dynamic height is computed by dividing the NAVD 88
 TJ0256.geopotential number by the normal gravity value computed on the
 TJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0256.degrees latitude (g = 980.6199 gals.).
 TJ0256
 TJ0256.The modeled gravity was interpolated from observed gravity values.
 TJ0256
 TJ0256;                    North         East    Units  Estimated Accuracy
 TJ0256;SPC MT       -   520,950.      794,010.      MT  (+/- 180 meters Scaled)
 TJ0256
 TJ0256                          SUPERSEDED SURVEY CONTROL
 TJ0256
 TJ0256  NGVD 29 (??/??/92)  775.919  (m)         2545.66   (f) ADJ UNCH    2 0
 TJ0256
 TJ0256.Superseded values are not recommended for survey control.
 TJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0256.See file dsdata.txt to determine how the superseded data were derived.
 TJ0256
 TJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ642189(NAD 83)
 TJ0256_MARKER: DB = BENCH MARK DISK
 TJ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0256_STAMPING: D 365 1948
 TJ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0256+STABILITY: SURFACE MOTION
 TJ0256
 TJ0256  HISTORY     - Date     Condition        Report By
 TJ0256  HISTORY     - 1948     MONUMENTED       CGS
 TJ0256  HISTORY     - 1976     GOOD             USGS
 TJ0256
 TJ0256                          STATION DESCRIPTION
 TJ0256
 TJ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0256'22.9 MI WNW FROM OPHEIM.
 TJ0256'3.2 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TJ0256'STATION AT OPHEIM, THENCE 8.3 MILES NORTHWEST ALONG A GRADED DIRT
 TJ0256'ROAD, THENCE 11.4 MILES WEST ALONG A GRADED DIRT ROAD, 175 YARDS
 TJ0256'(PACED) EAST OF THE EAST END OF A FILL WHERE THE ROAD PASSES THROUGH
 TJ0256'THE UPPER PORTION OF A LARGE STOCK POND, 214.0 FEET SOUTHWEST OF THE
 TJ0256'WEST END OF THE DAM OF A SMALL STOCK POND, 66.0 FEET SOUTH OF AND 5.0
 TJ0256'FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHEAST OF A
 TJ0256'REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 TJ0256'FOOT ABOVE THE GROUND.
 TJ0256
 TJ0256                          STATION RECOVERY (1976)
 TJ0256
 TJ0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0256'FROM THE POST OFFICE IN OPHEIM GO SOUTH 0.1 MI., THENCE WEST ON PAVED
 TJ0256'THEN GRAVELED COUNTY ROAD TOWARDS THOENY FOR 18.7 MI. TO A COUNTY
 TJ0256'ROAD NORTH AT A BEND SOUTH OF THE MAIN ROAD, THENCE NORTH 0.25 MI. TO
 TJ0256'A CATTLE GUARD, THENCE WEST THRU A WIRE GATE AND ON OLD COUNTY ROAD,
 TJ0256'THEN SOUTH THEN WEST A TOTAL OF 3.65 MI. TO BM ON HILL TO THE LEFT
 TJ0256'202 FT. WEST OF A CULVERT THRU A DAM AND 68 FT. SOUTH OF THE ROAD. A
 TJ0256'STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0185 ***********************************************************************
 TL0185  DESIGNATION -  D 367
 TL0185  PID         -  TL0185
 TL0185  STATE/COUNTY-  MT/CHOUTEAU
 TL0185  USGS QUAD   -  DISCOVERY BUTTE (1969)
 TL0185
 TL0185                         *CURRENT SURVEY CONTROL
 TL0185  ___________________________________________________________________
 TL0185* NAD 83(1986)-  48 14 03.     (N)    110 31 02.     (W)     SCALED    
 TL0185* NAVD 88     -       894.891  (meters)    2935.99   (feet)  ADJUSTED  
 TL0185  ___________________________________________________________________
 TL0185  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TL0185  DYNAMIC HT  -         894.944 (meters)    2936.16  (feet)  COMP
 TL0185  MODELED GRAV-     980,640.0   (mgal)                       NAVD 88
 TL0185
 TL0185  VERT ORDER  -  SECOND    CLASS 0
 TL0185
 TL0185.The horizontal coordinates were scaled from a topographic map and have
 TL0185.an estimated accuracy of +/- 6 seconds.
 TL0185
 TL0185.The orthometric height was determined by differential leveling
 TL0185.and adjusted by the National Geodetic Survey in June 1991..
 TL0185
 TL0185.The geoid height was determined by GEOID03.
 TL0185
 TL0185.The dynamic height is computed by dividing the NAVD 88
 TL0185.geopotential number by the normal gravity value computed on the
 TL0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0185.degrees latitude (g = 980.6199 gals.).
 TL0185
 TL0185.The modeled gravity was interpolated from observed gravity values.
 TL0185
 TL0185;                    North         East    Units  Estimated Accuracy
 TL0185;SPC MT       -   443,210.      524,460.      MT  (+/- 180 meters Scaled)
 TL0185
 TL0185                          SUPERSEDED SURVEY CONTROL
 TL0185
 TL0185  NGVD 29 (??/??/92)  894.018  (m)         2933.12   (f) ADJ UNCH    2 0
 TL0185
 TL0185.Superseded values are not recommended for survey control.
 TL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0185.See file dsdata.txt to determine how the superseded data were derived.
 TL0185
 TL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU358424(NAD 83)
 TL0185_MARKER: DB = BENCH MARK DISK
 TL0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0185_STAMPING: D 367 1948
 TL0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0185+STABILITY: SURFACE MOTION
 TL0185
 TL0185  HISTORY     - Date     Condition        Report By
 TL0185  HISTORY     - 1948     MONUMENTED       CGS
 TL0185
 TL0185                          STATION DESCRIPTION
 TL0185
 TL0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0185'24.3 MI SE FROM RUDYARD.
 TL0185'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0185'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0185'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 5.0 MILES SOUTH
 TL0185'ALONG A GRAVELED ROAD, AT AN INTERSECTION WITH AN EAST-WEST TRAIL, AT
 TL0185'THE NORTHWEST CORNER OF SECTION 36, T. 29 N., R. 9 E., 68.0 FEET EAST
 TL0185'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 35.0 FEET SOUTH OF THE
 TL0185'CENTER LINE OF AN EAST-WEST TRAIL, 1.2 FEET EAST OF A REFERENCE POST,
 TL0185'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TL0185'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0181 ***********************************************************************
 TL0181  DESIGNATION -  D 369
 TL0181  PID         -  TL0181
 TL0181  STATE/COUNTY-  MT/LIBERTY
 TL0181  USGS QUAD   -  CIRCLE BRIDGE (1970)
 TL0181
 TL0181                         *CURRENT SURVEY CONTROL
 TL0181  ___________________________________________________________________
 TL0181* NAD 83(1986)-  48 19 15.     (N)    110 53 09.     (W)     SCALED    
 TL0181* NAVD 88     -       910.871  (meters)    2988.42   (feet)  ADJUSTED  
 TL0181  ___________________________________________________________________
 TL0181  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 TL0181  DYNAMIC HT  -         910.933 (meters)    2988.62  (feet)  COMP
 TL0181  MODELED GRAV-     980,648.1   (mgal)                       NAVD 88
 TL0181
 TL0181  VERT ORDER  -  SECOND    CLASS 0
 TL0181
 TL0181.The horizontal coordinates were scaled from a topographic map and have
 TL0181.an estimated accuracy of +/- 6 seconds.
 TL0181
 TL0181.The orthometric height was determined by differential leveling
 TL0181.and adjusted by the National Geodetic Survey in June 1991..
 TL0181
 TL0181.The geoid height was determined by GEOID03.
 TL0181
 TL0181.The dynamic height is computed by dividing the NAVD 88
 TL0181.geopotential number by the normal gravity value computed on the
 TL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0181.degrees latitude (g = 980.6199 gals.).
 TL0181
 TL0181.The modeled gravity was interpolated from observed gravity values.
 TL0181
 TL0181;                    North         East    Units  Estimated Accuracy
 TL0181;SPC MT       -   453,270.      497,270.      MT  (+/- 180 meters Scaled)
 TL0181
 TL0181                          SUPERSEDED SURVEY CONTROL
 TL0181
 TL0181  NGVD 29 (??/??/92)  909.982  (m)         2985.50   (f) ADJ UNCH    2 0
 TL0181
 TL0181.Superseded values are not recommended for survey control.
 TL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0181.See file dsdata.txt to determine how the superseded data were derived.
 TL0181
 TL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU084519(NAD 83)
 TL0181_MARKER: DB = BENCH MARK DISK
 TL0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0181_STAMPING: D 369 1948
 TL0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0181+STABILITY: SURFACE MOTION
 TL0181
 TL0181  HISTORY     - Date     Condition        Report By
 TL0181  HISTORY     - 1948     MONUMENTED       CGS
 TL0181
 TL0181                          STATION DESCRIPTION
 TL0181
 TL0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0181'17.7 MI SE FROM CHESTER.
 TL0181'0.5 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TL0181'STATION AT CHESTER, THENCE 10.2 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0181'THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.0 MILES EAST
 TL0181'ALONG A DIRT ROAD, AT THE NORTHWEST CORNER OF SECTION 31, T. 30 N., R.
 TL0181'7 E., 41.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9.5 FEET SOUTH
 TL0181'OF A POWER LINE JUNCTION POLE, 1.9 FEET EAST OF A FENCE, 1.8 FEET
 TL0181'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 TL0181'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0331 ***********************************************************************
 SQ0331  DESIGNATION -  D 37
 SQ0331  PID         -  SQ0331
 SQ0331  STATE/COUNTY-  MT/GARFIELD
 SQ0331  USGS QUAD   -  SMOKY BUTTE (1983)
 SQ0331
 SQ0331                         *CURRENT SURVEY CONTROL
 SQ0331  ___________________________________________________________________
 SQ0331* NAD 83(1986)-  47 18 39.     (N)    107 03 42.     (W)     SCALED    
 SQ0331* NAVD 88     -       820.202  (meters)    2690.95   (feet)  ADJUSTED  
 SQ0331  ___________________________________________________________________
 SQ0331  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 SQ0331  DYNAMIC HT  -         820.206 (meters)    2690.96  (feet)  COMP
 SQ0331  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 SQ0331
 SQ0331  VERT ORDER  -  FIRST     CLASS II
 SQ0331
 SQ0331.The horizontal coordinates were scaled from a topographic map and have
 SQ0331.an estimated accuracy of +/- 6 seconds.
 SQ0331
 SQ0331.The orthometric height was determined by differential leveling
 SQ0331.and adjusted by the National Geodetic Survey in June 1991..
 SQ0331
 SQ0331.The geoid height was determined by GEOID03.
 SQ0331
 SQ0331.The dynamic height is computed by dividing the NAVD 88
 SQ0331.geopotential number by the normal gravity value computed on the
 SQ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0331.degrees latitude (g = 980.6199 gals.).
 SQ0331
 SQ0331.The modeled gravity was interpolated from observed gravity values.
 SQ0331
 SQ0331;                    North         East    Units  Estimated Accuracy
 SQ0331;SPC MT       -   342,980.      784,230.      MT  (+/- 180 meters Scaled)
 SQ0331
 SQ0331                          SUPERSEDED SURVEY CONTROL
 SQ0331
 SQ0331  NGVD 29 (??/??/92)  819.514  (m)         2688.69   (f) ADJ UNCH    1 2
 SQ0331
 SQ0331.Superseded values are not recommended for survey control.
 SQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0331.See file dsdata.txt to determine how the superseded data were derived.
 SQ0331
 SQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN441417(NAD 83)
 SQ0331_MARKER: DB = BENCH MARK DISK
 SQ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0331_STAMPING: 2688.689 D 37 1931
 SQ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0331+STABILITY: SURFACE MOTION
 SQ0331
 SQ0331  HISTORY     - Date     Condition        Report By
 SQ0331  HISTORY     - 1931     MONUMENTED       CGS
 SQ0331  HISTORY     - 1981     GOOD             USGS
 SQ0331
 SQ0331                          STATION DESCRIPTION
 SQ0331
 SQ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0331'7.8 MI W FROM JORDAN.
 SQ0331'ABOUT 7.8 MI. W OF JORDAN, NEAR AN W TO S CURVE IN THE JORDAN-EDWARDS
 SQ0331'ROAD, AND ON THE N SIDE OF A SECTION LINE ROAD THAT LEADS W FROM THE
 SQ0331'MAIN ROAD TO A RANCH HOUSE 3/4 MI. W.  THE MARK IS 460 FT. E OF THE
 SQ0331'SECTION CORNER, AND 52 FT. N OF THE C.L. OF THE SECTION LINE ROAD, AND
 SQ0331'IS 104 FT. NW OF THE CENTER OF THE CURVE OF THE MAIN ROAD, AND 78.1
 SQ0331'FT. N OF FENCE CORNER POST.
 SQ0331
 SQ0331                          STATION RECOVERY (1981)
 SQ0331
 SQ0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SQ0331'ABOUT 7 1/2 MI W. OF JORDAN. NEAR THE CORNER OF SEC. 8, 13, 24, 19,
 SQ0331'T. 18 N., R. 36 E. AND 37 E. 75 FT. N. AND 27 FT. W. OF FE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0021 ***********************************************************************
 TL0021  DESIGNATION -  D 370
 TL0021  PID         -  TL0021
 TL0021  STATE/COUNTY-  MT/HILL
 TL0021  USGS QUAD   -  HINGHAM (1969)
 TL0021
 TL0021                         *CURRENT SURVEY CONTROL
 TL0021  ___________________________________________________________________
 TL0021* NAD 83(1986)-  48 33 30.     (N)    110 30 00.     (W)     SCALED    
 TL0021* NAVD 88     -       935.593  (meters)    3069.52   (feet)  ADJUSTED  
 TL0021  ___________________________________________________________________
 TL0021  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 TL0021  DYNAMIC HT  -         935.664 (meters)    3069.76  (feet)  COMP
 TL0021  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 TL0021
 TL0021  VERT ORDER  -  FIRST     CLASS II
 TL0021
 TL0021.The horizontal coordinates were scaled from a topographic map and have
 TL0021.an estimated accuracy of +/- 6 seconds.
 TL0021
 TL0021.The orthometric height was determined by differential leveling
 TL0021.and adjusted by the National Geodetic Survey in June 1991..
 TL0021
 TL0021.The geoid height was determined by GEOID03.
 TL0021
 TL0021.The dynamic height is computed by dividing the NAVD 88
 TL0021.geopotential number by the normal gravity value computed on the
 TL0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0021.degrees latitude (g = 980.6199 gals.).
 TL0021
 TL0021.The modeled gravity was interpolated from observed gravity values.
 TL0021
 TL0021;                    North         East    Units  Estimated Accuracy
 TL0021;SPC MT       -   479,230.      526,200.      MT  (+/- 180 meters Scaled)
 TL0021
 TL0021                          SUPERSEDED SURVEY CONTROL
 TL0021
 TL0021  NGVD 29 (??/??/92)  934.693  (m)         3066.57   (f) ADJ UNCH    1 2
 TL0021
 TL0021.Superseded values are not recommended for survey control.
 TL0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0021.See file dsdata.txt to determine how the superseded data were derived.
 TL0021
 TL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU368784(NAD 83)
 TL0021_MARKER: DB = BENCH MARK DISK
 TL0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0021_STAMPING: D 370 1948
 TL0021_PROJECTION: PROJECTING 10 CENTIMETERS
 TL0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0021+STABILITY: SURFACE MOTION
 TL0021
 TL0021  HISTORY     - Date     Condition        Report By
 TL0021  HISTORY     - 1948     MONUMENTED       CGS
 TL0021  HISTORY     - 1979     GOOD             NGS
 TL0021
 TL0021                          STATION DESCRIPTION
 TL0021
 TL0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0021'3.4 MI W FROM HINGHAM.
 TL0021'3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0021'HINGHAM, HILL COUNTY, 2.6 MILES EAST OF THE STATION AT RUDYARD, 271
 TL0021'FEET NORTHEAST OF THE NORTHEAST CORNER OF RAILWAY SIGNAL 10003, 65.5
 TL0021'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 3.3 FEET WEST OF THE EIGHTH
 TL0021'POLE WEST OF MILEPOST 1000, IN LINE WITH THE ROW OF POLES, 1.9 FEET
 TL0021'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE RAIL.  A
 TL0021'STANDARD DISK, STAMPED D 370 1948 AND SET IN THE TOP OF A CONCRETE
 TL0021'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 TL0021
 TL0021                          STATION RECOVERY (1979)
 TL0021
 TL0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0021'9 FEET NORTH OF THE CENTER OF A TRACK ROAD PARALLELING THE TRACKS,
 TL0021'AND 3.4 FEET WEST OF TELEPHONE POLE NUMBER G 21 A 63.
 TL0021'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TL0021'THE MARK IS 1 FT ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0206 ***********************************************************************
 TL0206  DESIGNATION -  D 371
 TL0206  PID         -  TL0206
 TL0206  STATE/COUNTY-  MT/LIBERTY
 TL0206  USGS QUAD   -  JOPLIN (1963)
 TL0206
 TL0206                         *CURRENT SURVEY CONTROL
 TL0206  ___________________________________________________________________
 TL0206* NAD 83(1986)-  48 33 26.     (N)    110 47 56.     (W)     SCALED    
 TL0206* NAVD 88     -      1015.201  (meters)    3330.71   (feet)  ADJUSTED  
 TL0206  ___________________________________________________________________
 TL0206  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 TL0206  DYNAMIC HT  -        1015.276 (meters)    3330.95  (feet)  COMP
 TL0206  MODELED GRAV-     980,648.8   (mgal)                       NAVD 88
 TL0206
 TL0206  VERT ORDER  -  FIRST     CLASS II
 TL0206
 TL0206.The horizontal coordinates were scaled from a topographic map and have
 TL0206.an estimated accuracy of +/- 6 seconds.
 TL0206
 TL0206.The orthometric height was determined by differential leveling
 TL0206.and adjusted by the National Geodetic Survey in June 1991..
 TL0206
 TL0206.The geoid height was determined by GEOID03.
 TL0206
 TL0206.The dynamic height is computed by dividing the NAVD 88
 TL0206.geopotential number by the normal gravity value computed on the
 TL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0206.degrees latitude (g = 980.6199 gals.).
 TL0206
 TL0206.The modeled gravity was interpolated from observed gravity values.
 TL0206
 TL0206;                    North         East    Units  Estimated Accuracy
 TL0206;SPC MT       -   479,430.      504,150.      MT  (+/- 180 meters Scaled)
 TL0206
 TL0206                          SUPERSEDED SURVEY CONTROL
 TL0206
 TL0206  NGVD 29 (??/??/92) 1014.310  (m)         3327.78   (f) ADJ UNCH    1 2
 TL0206
 TL0206.Superseded values are not recommended for survey control.
 TL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0206.See file dsdata.txt to determine how the superseded data were derived.
 TL0206
 TL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU148782(NAD 83)
 TL0206_MARKER: DB = BENCH MARK DISK
 TL0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0206_STAMPING: D 371 1948
 TL0206_PROJECTION: PROJECTING 10 CENTIMETERS
 TL0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0206+STABILITY: SURFACE MOTION
 TL0206
 TL0206  HISTORY     - Date     Condition        Report By
 TL0206  HISTORY     - 1948     MONUMENTED       CGS
 TL0206  HISTORY     - 1979     GOOD             NGS
 TL0206
 TL0206                          STATION DESCRIPTION
 TL0206
 TL0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0206'1.2 MI W FROM JOPLIN.
 TL0206'1.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0206'JOPLIN, LIBERTY COUNTY, 2 POLES EAST OF MILEPOST 1014, NEAR A ROAD
 TL0206'CROSSING, 346 FEET EAST OF THE CENTERLINE OF THE ROAD, 95.8 FEET SOUTH
 TL0206'OF THE SOUTH RAIL OF THE TRACK, 2 FEET WEST OF A WHITE WOODEN WITNESS
 TL0206'POST, 1.6 FEET NORTH OF A FENCE, AND LEVEL WITH THE RAIL.  A STANDARD
 TL0206'DISK, STAMPED D 371 1948 AND SET IN THE TOP OF A CONCRETE POST
 TL0206'PROJECTING 0.4 FOOT ABOVE GROUND.
 TL0206
 TL0206                          STATION RECOVERY (1979)
 TL0206
 TL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0206'1.2 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TL0206'IN JOPLIN, AT A DIRT ROAD CROSSING, 346 FEET EAST OF THE CENTER OF
 TL0206'A DIRT ROAD LEADING NORTH, 95.8 FEET SOUTH OF THE SOUTH RAIL, 33.8
 TL0206'FEET SOUTH OF THE CENTER OF A DIRT ROAD RUNNING PARALLEL TO THE
 TL0206'TRACKS AND 1.6 FEET NORTH OF A WIRE FENCE.
 TL0206'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TL0206'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0117 ***********************************************************************
 SU0117  DESIGNATION -  D 374
 SU0117  PID         -  SU0117
 SU0117  STATE/COUNTY-  MT/SANDERS
 SU0117  USGS QUAD   -  SLOAN (1965)
 SU0117
 SU0117                         *CURRENT SURVEY CONTROL
 SU0117  ___________________________________________________________________
 SU0117* NAD 83(1986)-  47 25 35.     (N)    114 20 42.     (W)     SCALED    
 SU0117* NAVD 88     -       786.873  (meters)    2581.60   (feet)  ADJUSTED  
 SU0117  ___________________________________________________________________
 SU0117  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 SU0117  DYNAMIC HT  -         786.846 (meters)    2581.51  (feet)  COMP
 SU0117  MODELED GRAV-     980,553.0   (mgal)                       NAVD 88
 SU0117
 SU0117  VERT ORDER  -  SECOND    CLASS 0
 SU0117
 SU0117.The horizontal coordinates were scaled from a topographic map and have
 SU0117.an estimated accuracy of +/- 6 seconds.
 SU0117
 SU0117.The orthometric height was determined by differential leveling
 SU0117.and adjusted by the National Geodetic Survey in June 1991..
 SU0117
 SU0117.The geoid height was determined by GEOID03.
 SU0117
 SU0117.The dynamic height is computed by dividing the NAVD 88
 SU0117.geopotential number by the normal gravity value computed on the
 SU0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0117.degrees latitude (g = 980.6199 gals.).
 SU0117
 SU0117.The modeled gravity was interpolated from observed gravity values.
 SU0117
 SU0117;                    North         East    Units  Estimated Accuracy
 SU0117;SPC MT       -   364,250.      234,900.      MT  (+/- 180 meters Scaled)
 SU0117
 SU0117                          SUPERSEDED SURVEY CONTROL
 SU0117
 SU0117  NGVD 29 (??/??/92)  785.811  (m)         2578.11   (f) ADJ UNCH    2 0
 SU0117
 SU0117.Superseded values are not recommended for survey control.
 SU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0117.See file dsdata.txt to determine how the superseded data were derived.
 SU0117
 SU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN002559(NAD 83)
 SU0117_MARKER: DB = BENCH MARK DISK
 SU0117_SETTING: 80 = SET IN A BOULDER
 SU0117_SP_SET: BOULDER
 SU0117_STAMPING: D 374 1950
 SU0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0117+STABILITY: SURFACE MOTION
 SU0117
 SU0117  HISTORY     - Date     Condition        Report By
 SU0117  HISTORY     - 1950     MONUMENTED       CGS
 SU0117
 SU0117                          STATION DESCRIPTION
 SU0117
 SU0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0117'10.3 MI N FROM DIXON.
 SU0117'10.3 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON 0.35
 SU0117'MILE NORTH OF A STOCK CORRAL AND SHED ON THE WEST SIDE OF THE ROAD, IN
 SU0117'THE TOP OF A LONE 1 1/2-FOOT-HIGH BOULDER, 259 FEET WEST OF THE CENTER
 SU0117'LINE OF THE ROAD, 15 FEET NORTH OF THE APPROXIMATE CENTER OF A SMALL
 SU0117'GULLEY, ABOUT 8 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 SU0117'PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0040 ***********************************************************************
 SU0040  DESIGNATION -  D 375
 SU0040  PID         -  SU0040
 SU0040  STATE/COUNTY-  MT/SANDERS
 SU0040  USGS QUAD   -  ROUND BUTTE (1965)
 SU0040
 SU0040                         *CURRENT SURVEY CONTROL
 SU0040  ___________________________________________________________________
 SU0040* NAD 83(1986)-  47 34 40.     (N)    114 21 40.     (W)     SCALED    
 SU0040* NAVD 88     -       923.550  (meters)    3030.01   (feet)  ADJUSTED  
 SU0040  ___________________________________________________________________
 SU0040  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SU0040  DYNAMIC HT  -         923.504 (meters)    3029.86  (feet)  COMP
 SU0040  MODELED GRAV-     980,531.9   (mgal)                       NAVD 88
 SU0040
 SU0040  VERT ORDER  -  SECOND    CLASS 0
 SU0040
 SU0040.The horizontal coordinates were scaled from a topographic map and have
 SU0040.an estimated accuracy of +/- 6 seconds.
 SU0040
 SU0040.The orthometric height was determined by differential leveling
 SU0040.and adjusted by the National Geodetic Survey in June 1991..
 SU0040
 SU0040.The geoid height was determined by GEOID03.
 SU0040
 SU0040.The dynamic height is computed by dividing the NAVD 88
 SU0040.geopotential number by the normal gravity value computed on the
 SU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0040.degrees latitude (g = 980.6199 gals.).
 SU0040
 SU0040.The modeled gravity was interpolated from observed gravity values.
 SU0040
 SU0040;                    North         East    Units  Estimated Accuracy
 SU0040;SPC MT       -   381,110.      234,730.      MT  (+/- 180 meters Scaled)
 SU0040
 SU0040                          SUPERSEDED SURVEY CONTROL
 SU0040
 SU0040  NGVD 29 (??/??/92)  922.449  (m)         3026.40   (f) ADJ UNCH    2 0
 SU0040
 SU0040.Superseded values are not recommended for survey control.
 SU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0040.See file dsdata.txt to determine how the superseded data were derived.
 SU0040
 SU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN984727(NAD 83)
 SU0040_MARKER: DB = BENCH MARK DISK
 SU0040_SETTING: 80 = SET IN A BOULDER
 SU0040_SP_SET: BOULDER
 SU0040_STAMPING: D 375 1950
 SU0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0040+STABILITY: SURFACE MOTION
 SU0040
 SU0040  HISTORY     - Date     Condition        Report By
 SU0040  HISTORY     - 1950     MONUMENTED       CGS
 SU0040
 SU0040                          STATION DESCRIPTION
 SU0040
 SU0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0040'19.6 MI SW FROM POLSON.
 SU0040'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0040'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 10.9 MILES
 SU0040'SOUTHWEST ALONG A TRACK ROAD, 0.3 MILE NORTH OF THE Y JUNCTION OF A
 SU0040'DIM TRACK ROAD LEADING NORTHWEST TO AN ABANDONED RANCHHOUSE, 0.1 MILE
 SU0040'SOUTH OF A POINT WHERE THE ROAD CROSSES A DRAW, IN THE TOP OF A
 SU0040'1-FOOT-HIGH BOULDER, 36 FEET WESTOF THE CENTER LINE OF THE ROAD, ABOUT
 SU0040'3 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS
 SU0040'BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0064 ***********************************************************************
 SU0064  DESIGNATION -  D 376
 SU0064  PID         -  SU0064
 SU0064  STATE/COUNTY-  MT/LAKE
 SU0064  USGS QUAD   -  POLSON (1964)
 SU0064
 SU0064                         *CURRENT SURVEY CONTROL
 SU0064  ___________________________________________________________________
 SU0064* NAD 83(1986)-  47 41 47.     (N)    114 10 28.     (W)     SCALED    
 SU0064* NAVD 88     -       893.999  (meters)    2933.06   (feet)  ADJUSTED  
 SU0064  ___________________________________________________________________
 SU0064  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 SU0064  DYNAMIC HT  -         893.969 (meters)    2932.96  (feet)  COMP
 SU0064  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 SU0064
 SU0064  VERT ORDER  -  SECOND    CLASS 0
 SU0064
 SU0064.The horizontal coordinates were scaled from a topographic map and have
 SU0064.an estimated accuracy of +/- 6 seconds.
 SU0064
 SU0064.The orthometric height was determined by differential leveling
 SU0064.and adjusted by the National Geodetic Survey in June 1991..
 SU0064
 SU0064.The geoid height was determined by GEOID03.
 SU0064
 SU0064.The dynamic height is computed by dividing the NAVD 88
 SU0064.geopotential number by the normal gravity value computed on the
 SU0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0064.degrees latitude (g = 980.6199 gals.).
 SU0064
 SU0064.The modeled gravity was interpolated from observed gravity values.
 SU0064
 SU0064;                    North         East    Units  Estimated Accuracy
 SU0064;SPC MT       -   393,420.      249,520.      MT  (+/- 180 meters Scaled)
 SU0064
 SU0064                          SUPERSEDED SURVEY CONTROL
 SU0064
 SU0064  NGVD 29 (??/??/92)  892.90   (m)         2929.5    (f) COMPUTED    2 0
 SU0064
 SU0064.Superseded values are not recommended for survey control.
 SU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0064.See file dsdata.txt to determine how the superseded data were derived.
 SU0064
 SU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN119864(NAD 83)
 SU0064_MARKER: DB = BENCH MARK DISK
 SU0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0064_STAMPING: D 376 1950
 SU0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0064+STABILITY: SURFACE MOTION
 SU0064
 SU0064  HISTORY     - Date     Condition        Report By
 SU0064  HISTORY     - 1950     MONUMENTED       CGS
 SU0064
 SU0064                          STATION DESCRIPTION
 SU0064
 SU0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0064'0.6 MI W FROM POLSON.
 SU0064'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0064'192 FEET WEST OF THE APPROXIMATE CENTER OF THE Y JUNCTION OF A
 SU0064'GRAVELED ROAD LEADING WEST, 97 FEET SOUTHWEST OF THE CENTER LINE OF
 SU0064'THE HIGHWAY, 32 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 SU0064'SOUTHWEST OF A TELEPHONE POLE, 2.9 FEET SOUTH OF A FENCE, 1.6 FEET
 SU0064'NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 SU0064'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 SU0064'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0065 ***********************************************************************
 SU0065  DESIGNATION -  D 376 RESET
 SU0065  PID         -  SU0065
 SU0065  STATE/COUNTY-  MT/LAKE
 SU0065  USGS QUAD   -  POLSON (1964)
 SU0065
 SU0065                         *CURRENT SURVEY CONTROL
 SU0065  ___________________________________________________________________
 SU0065* NAD 83(1986)-  47 41 48.     (N)    114 10 29.     (W)     SCALED    
 SU0065* NAVD 88     -       893.913  (meters)    2932.78   (feet)  ADJUSTED  
 SU0065  ___________________________________________________________________
 SU0065  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 SU0065  DYNAMIC HT  -         893.883 (meters)    2932.68  (feet)  COMP
 SU0065  MODELED GRAV-     980,549.1   (mgal)                       NAVD 88
 SU0065
 SU0065  VERT ORDER  -  FIRST     CLASS II
 SU0065
 SU0065.The horizontal coordinates were scaled from a topographic map and have
 SU0065.an estimated accuracy of +/- 6 seconds.
 SU0065
 SU0065.The orthometric height was determined by differential leveling
 SU0065.and adjusted by the National Geodetic Survey in June 1991..
 SU0065
 SU0065.The geoid height was determined by GEOID03.
 SU0065
 SU0065.The dynamic height is computed by dividing the NAVD 88
 SU0065.geopotential number by the normal gravity value computed on the
 SU0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0065.degrees latitude (g = 980.6199 gals.).
 SU0065
 SU0065.The modeled gravity was interpolated from observed gravity values.
 SU0065
 SU0065;                    North         East    Units  Estimated Accuracy
 SU0065;SPC MT       -   393,450.      249,500.      MT  (+/- 180 meters Scaled)
 SU0065
 SU0065                          SUPERSEDED SURVEY CONTROL
 SU0065
 SU0065  NGVD 29 (??/??/??)  892.79   (m)         2929.1    (f) RESET       3  
 SU0065
 SU0065.Superseded values are not recommended for survey control.
 SU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0065.See file dsdata.txt to determine how the superseded data were derived.
 SU0065
 SU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN119864(NAD 83)
 SU0065_MARKER: DB = BENCH MARK DISK
 SU0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0065_STAMPING: D 376 RESET 1953
 SU0065_PROJECTION: PROJECTING 15 CENTIMETERS
 SU0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0065+STABILITY: SURFACE MOTION
 SU0065
 SU0065  HISTORY     - Date     Condition        Report By
 SU0065  HISTORY     - 1953     MONUMENTED       MTSHC
 SU0065  HISTORY     - 1979     GOOD             NGS
 SU0065
 SU0065                          STATION DESCRIPTION
 SU0065
 SU0065'DESCRIBED BY MONTANA STATE HIGHWAY COMMISSION 1953
 SU0065'0.6 MI W FROM POLSON.
 SU0065'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0065'LAKE COUNTY, 551 FEET WEST OF THE WEST END OF A BRIDGE, 77 FEET WEST
 SU0065'OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTHWEST OF A POWERLINE
 SU0065'POLE, 4.5 FEET NORTHWEST OF A FENCE CORNER, 3 FEET EAST OF THE FENCE,
 SU0065'3 FEET WEST OF AN ANCHOR, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 SU0065'POST, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 SU0065'STAMPED D 376 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST
 SU0065'PROJECTING 0.5 FOOT ABOVE GROUND.
 SU0065
 SU0065                          STATION RECOVERY (1979)
 SU0065
 SU0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0065'2.95 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0065'STATE HIGHWAY 35 IN POLSON, SET IN THE MEDIAN AT THE JUNCTION OF THE
 SU0065'HIGHWAY AND THE AIRPORT ROAD, 0.1 MILE WEST OF THE WEST END OF THE
 SU0065'HIGHWAY BRIDGE OVER THE FLATHEAD RIVER, 77 FEET SOUTHWEST OF THE
 SU0065'CENTERLINE OF THE HIGHWAY AND 6 FEET NORTHWEST OF A POWER POLE.
 SU0065'THE MARK IS 1 FT  E FROM A WITNESS POST.
 SU0065'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0621 ***********************************************************************
 SU0621  DESIGNATION -  D 377
 SU0621  PID         -  SU0621
 SU0621  STATE/COUNTY-  MT/SANDERS
 SU0621  USGS QUAD   -  THOMPSON PASS (1988)
 SU0621
 SU0621                         *CURRENT SURVEY CONTROL
 SU0621  ___________________________________________________________________
 SU0621* NAD 83(1986)-  47 31 31.     (N)    115 42 19.     (W)     SCALED    
 SU0621* NAVD 88     -      1769.779  (meters)    5806.35   (feet)  ADJUSTED  
 SU0621  ___________________________________________________________________
 SU0621  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 SU0621  DYNAMIC HT  -        1769.461 (meters)    5805.31  (feet)  COMP
 SU0621  MODELED GRAV-     980,368.9   (mgal)                       NAVD 88
 SU0621
 SU0621  VERT ORDER  -  SECOND    CLASS 0
 SU0621
 SU0621.The horizontal coordinates were scaled from a topographic map and have
 SU0621.an estimated accuracy of +/- 6 seconds.
 SU0621
 SU0621.The orthometric height was determined by differential leveling
 SU0621.and adjusted by the National Geodetic Survey in June 1991..
 SU0621
 SU0621.The geoid height was determined by GEOID03.
 SU0621
 SU0621.The dynamic height is computed by dividing the NAVD 88
 SU0621.geopotential number by the normal gravity value computed on the
 SU0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0621.degrees latitude (g = 980.6199 gals.).
 SU0621
 SU0621.The modeled gravity was interpolated from observed gravity values.
 SU0621
 SU0621;                    North         East    Units  Estimated Accuracy
 SU0621;SPC MT       -   382,430.      133,450.      MT  (+/- 180 meters Scaled)
 SU0621
 SU0621                          SUPERSEDED SURVEY CONTROL
 SU0621
 SU0621  NGVD 29 (??/??/92) 1768.486  (m)         5802.11   (f) ADJ UNCH    2 0
 SU0621
 SU0621.Superseded values are not recommended for survey control.
 SU0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0621.See file dsdata.txt to determine how the superseded data were derived.
 SU0621
 SU0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN974643(NAD 83)
 SU0621_MARKER: DB = BENCH MARK DISK
 SU0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0621+STABILITY: SURFACE MOTION
 SU0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0621+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 SU0621
 SU0621  HISTORY     - Date     Condition        Report By
 SU0621  HISTORY     - UNK      MONUMENTED       CGS
 SU0621  HISTORY     - 1952     GOOD             NGS
 SU0621  HISTORY     - 20040716 GOOD             USPSQD
 SU0621
 SU0621                          STATION DESCRIPTION
 SU0621
 SU0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0621'6.0 MI E FROM BURKE, IDAHO.
 SU0621'6.0 MILES EAST ALONG STATE HIGHWAY 4 FROM THE UNION PACIFIC RAILROAD
 SU0621'STATION AT BURKE, AT THE IDAHO-MONTANA STATE LINE, AT THE SUMMIT OF A
 SU0621'GRADE, 0.05 MILE NORTHWEST OF A POINT WHERE A POWERLINE CROSSES THE
 SU0621'HIGHWAY, 117 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE Y
 SU0621'JUNCTION OF A ROAD LEADING SOUTHWEST, 24 FEET NORTHEAST OF THE
 SU0621'CENTERLINE OF THE HIGHWAY, 23.0 FEET SOUTHEAST OF A STATE BOUNDARY
 SU0621'SIGN, 1.4 FEET SOUTHWEST OF A WITNESS POST, 3 FEET HIGHER THAN THE
 SU0621'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SU0621'ABOVE THE GROUND.
 SU0621
 SU0621                          STATION RECOVERY (2004)
 SU0621
 SU0621'RECOVERY NOTE BY US POWER SQUADRON 2004 (RM)
 SU0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0601 ***********************************************************************
 SU0601  DESIGNATION -  D 378
 SU0601  PID         -  SU0601
 SU0601  STATE/COUNTY-  MT/SANDERS
 SU0601  USGS QUAD   -  TROUT CREEK (1983)
 SU0601
 SU0601                         *CURRENT SURVEY CONTROL
 SU0601  ___________________________________________________________________
 SU0601* NAD 83(1986)-  47 50 37.     (N)    115 31 42.     (W)     SCALED    
 SU0601* NAVD 88     -       730.495  (meters)    2396.63   (feet)  ADJUSTED  
 SU0601  ___________________________________________________________________
 SU0601  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 SU0601  DYNAMIC HT  -         730.495 (meters)    2396.63  (feet)  COMP
 SU0601  MODELED GRAV-     980,588.7   (mgal)                       NAVD 88
 SU0601
 SU0601  VERT ORDER  -  SECOND    CLASS 0
 SU0601
 SU0601.The horizontal coordinates were scaled from a topographic map and have
 SU0601.an estimated accuracy of +/- 6 seconds.
 SU0601
 SU0601.The orthometric height was determined by differential leveling
 SU0601.and adjusted by the National Geodetic Survey in June 1991..
 SU0601
 SU0601.The geoid height was determined by GEOID03.
 SU0601
 SU0601.The dynamic height is computed by dividing the NAVD 88
 SU0601.geopotential number by the normal gravity value computed on the
 SU0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0601.degrees latitude (g = 980.6199 gals.).
 SU0601
 SU0601.The modeled gravity was interpolated from observed gravity values.
 SU0601
 SU0601;                    North         East    Units  Estimated Accuracy
 SU0601;SPC MT       -   416,660.      149,450.      MT  (+/- 180 meters Scaled)
 SU0601
 SU0601                          SUPERSEDED SURVEY CONTROL
 SU0601
 SU0601  NGVD 29 (??/??/92)  729.304  (m)         2392.72   (f) ADJ UNCH    2 0
 SU0601
 SU0601.Superseded values are not recommended for survey control.
 SU0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0601.See file dsdata.txt to determine how the superseded data were derived.
 SU0601
 SU0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN101999(NAD 83)
 SU0601_MARKER: DB = BENCH MARK DISK
 SU0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0601_STAMPING: D 378 1952
 SU0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0601+STABILITY: SURFACE MOTION
 SU0601
 SU0601  HISTORY     - Date     Condition        Report By
 SU0601  HISTORY     - 1952     MONUMENTED       CGS
 SU0601
 SU0601                          STATION DESCRIPTION
 SU0601
 SU0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0601'5.9 MI NE FROM TROUT CREEK.
 SU0601'0.4 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC
 SU0601'RAILWAY STATION AT TROUT CREEK, THENCE 0.7 MILE NORTHWEST ALONG U. S.
 SU0601'HIGHWAY 10A, THENCE 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 SU0601'1.5 MILES NORTHEAST ALONG THE VERMILLION RIVER ROAD, 0.15 MILE
 SU0601'NORTHEAST OF THE JUNCTION OF A ROAD LEADING ACROSS THE RIVER, AT THE
 SU0601'VERMILLION CAMP GROUND, 20 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 SU0601'DRIVE LEADING TO THE GROUNDS, 18 FEET NORTHWEST OF THE CENTER LINE OF
 SU0601'THE ROAD, 1.8 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 SU0601'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SU0601'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0312 ***********************************************************************
 SQ0312  DESIGNATION -  D 38 RESET
 SQ0312  PID         -  SQ0312
 SQ0312  STATE/COUNTY-  MT/GARFIELD
 SQ0312  USGS QUAD   -  PINE GROVE SCHOOL (1987)
 SQ0312
 SQ0312                         *CURRENT SURVEY CONTROL
 SQ0312  ___________________________________________________________________
 SQ0312* NAD 83(1986)-  47 30 49.     (N)    107 30 03.     (W)     SCALED    
 SQ0312* NAVD 88     -       982.70   (meters)    3224.1    (feet)  RESET     
 SQ0312  ___________________________________________________________________
 SQ0312  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 SQ0312
 SQ0312  VERT ORDER  -  THIRD
 SQ0312
 SQ0312.The horizontal coordinates were scaled from a topographic map and have
 SQ0312.an estimated accuracy of +/- 6 seconds.
 SQ0312
 SQ0312.The orthometric height was computed from unverified reset data.
 SQ0312
 SQ0312.The geoid height was determined by GEOID03.
 SQ0312
 SQ0312;                    North         East    Units  Estimated Accuracy
 SQ0312;SPC MT       -   364,570.      750,480.      MT  (+/- 180 meters Scaled)
 SQ0312
 SQ0312                          SUPERSEDED SURVEY CONTROL
 SQ0312
 SQ0312.No superseded survey control is available for this station.
 SQ0312
 SQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN117652(NAD 83)
 SQ0312_MARKER: DB = BENCH MARK DISK
 SQ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0312_STAMPING: D 38 1931 RESET 1965
 SQ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0312+STABILITY: SURFACE MOTION
 SQ0312
 SQ0312  HISTORY     - Date     Condition        Report By
 SQ0312  HISTORY     - 1965     MONUMENTED       USGS
 SQ0312
 SQ0312                          STATION DESCRIPTION
 SQ0312
 SQ0312'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0312'14.9 MI NW FROM BRUSETT.
 SQ0312'ABOUT 14.9 MILES NORTHWEST ALONG THE BRUSETT-GALLINGHER RANCH ROAD
 SQ0312'FROM BRUSETT, IN THE NORTHWEST 1/4 SECTION 10, T.20N, R, 33-C., 1.9
 SQ0312'MILES SOUTHEAST OF THE PINE GROVE SCHOOL, ABOUT 400 FEET SOUTHEAST OF
 SQ0312'WHERE THE ROAD CROSSES A PROMINENT DRAIN.  122 FEET SOUTHEAST OF A
 SQ0312'FENCE CORNER, 110 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, SET IN
 SQ0312'A CONCRETE POST PROJECTING 1.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0303 ***********************************************************************
 TN0303  DESIGNATION -  D 380
 TN0303  PID         -  TN0303
 TN0303  STATE/COUNTY-  MT/LINCOLN
 TN0303  USGS QUAD   -  BARREN PEAK (1983)
 TN0303
 TN0303                         *CURRENT SURVEY CONTROL
 TN0303  ___________________________________________________________________
 TN0303* NAD 83(1986)-  48 06 41.     (N)    115 24 45.     (W)     SCALED    
 TN0303* NAVD 88     -       924.763  (meters)    3033.99   (feet)  ADJUSTED  
 TN0303  ___________________________________________________________________
 TN0303  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TN0303  DYNAMIC HT  -         924.759 (meters)    3033.98  (feet)  COMP
 TN0303  MODELED GRAV-     980,576.9   (mgal)                       NAVD 88
 TN0303
 TN0303  VERT ORDER  -  SECOND    CLASS 0
 TN0303
 TN0303.The horizontal coordinates were scaled from a topographic map and have
 TN0303.an estimated accuracy of +/- 6 seconds.
 TN0303
 TN0303.The orthometric height was determined by differential leveling
 TN0303.and adjusted by the National Geodetic Survey in June 1991..
 TN0303
 TN0303.The geoid height was determined by GEOID03.
 TN0303
 TN0303.The dynamic height is computed by dividing the NAVD 88
 TN0303.geopotential number by the normal gravity value computed on the
 TN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0303.degrees latitude (g = 980.6199 gals.).
 TN0303
 TN0303.The modeled gravity was interpolated from observed gravity values.
 TN0303
 TN0303;                    North         East    Units  Estimated Accuracy
 TN0303;SPC MT       -   445,680.      160,330.      MT  (+/- 180 meters Scaled)
 TN0303
 TN0303                          SUPERSEDED SURVEY CONTROL
 TN0303
 TN0303  NGVD 29 (??/??/92)  923.594  (m)         3030.16   (f) ADJ UNCH    2 0
 TN0303
 TN0303.Superseded values are not recommended for survey control.
 TN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0303.See file dsdata.txt to determine how the superseded data were derived.
 TN0303
 TN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP181299(NAD 83)
 TN0303_MARKER: DD = SURVEY DISK
 TN0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0303_STAMPING: D 380 1952
 TN0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0303+STABILITY: SURFACE MOTION
 TN0303
 TN0303  HISTORY     - Date     Condition        Report By
 TN0303  HISTORY     - 1952     MONUMENTED       USDA
 TN0303  HISTORY     - 1952     GOOD             NGS
 TN0303
 TN0303                          STATION DESCRIPTION
 TN0303
 TN0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0303'18.1 MI NW FROM HAPPYS INN.
 TN0303'18.1 MILES NORTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0303'HAPPYS INN, AT THE NORTHWEST END OF A SHALLOW CUT, 35 1/2 FEET
 TN0303'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 32 1/2 FEET SOUTHEAST OF
 TN0303'A TELEPHONE POLE, 17 FEET NORTH OF THE NORTHWEST END OF THE CUT, 3.1
 TN0303'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY,
 TN0303'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TN0303'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0149 ***********************************************************************
 TN0149  DESIGNATION -  D 381
 TN0149  PID         -  TN0149
 TN0149  STATE/COUNTY-  MT/FLATHEAD
 TN0149  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0149
 TN0149                         *CURRENT SURVEY CONTROL
 TN0149  ___________________________________________________________________
 TN0149* NAD 83(1986)-  48 10 50.     (N)    114 24 55.     (W)     SCALED    
 TN0149* NAVD 88     -       956.743  (meters)    3138.91   (feet)  ADJUSTED  
 TN0149  ___________________________________________________________________
 TN0149  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 TN0149  DYNAMIC HT  -         956.730 (meters)    3138.87  (feet)  COMP
 TN0149  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 TN0149
 TN0149  VERT ORDER  -  SECOND    CLASS 0
 TN0149
 TN0149.The horizontal coordinates were scaled from a topographic map and have
 TN0149.an estimated accuracy of +/- 6 seconds.
 TN0149
 TN0149.The orthometric height was determined by differential leveling
 TN0149.and adjusted by the National Geodetic Survey in June 1991..
 TN0149
 TN0149.The geoid height was determined by GEOID03.
 TN0149
 TN0149.The dynamic height is computed by dividing the NAVD 88
 TN0149.geopotential number by the normal gravity value computed on the
 TN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0149.degrees latitude (g = 980.6199 gals.).
 TN0149
 TN0149.The modeled gravity was interpolated from observed gravity values.
 TN0149
 TN0149;                    North         East    Units  Estimated Accuracy
 TN0149;SPC MT       -   448,220.      234,860.      MT  (+/- 180 meters Scaled)
 TN0149
 TN0149                          SUPERSEDED SURVEY CONTROL
 TN0149
 TN0149  NGVD 29 (??/??/92)  955.600  (m)         3135.16   (f) ADJ UNCH    2 0
 TN0149
 TN0149.Superseded values are not recommended for survey control.
 TN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0149.See file dsdata.txt to determine how the superseded data were derived.
 TN0149
 TN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP921395(NAD 83)
 TN0149_MARKER: DB = BENCH MARK DISK
 TN0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0149_STAMPING: D 381 1952
 TN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0149+STABILITY: SURFACE MOTION
 TN0149
 TN0149  HISTORY     - Date     Condition        Report By
 TN0149  HISTORY     - 1952     MONUMENTED       CGS
 TN0149
 TN0149                          STATION DESCRIPTION
 TN0149
 TN0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0149'5.2 MI W FROM KALISPELL.
 TN0149'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0149'STATION AT KALISPELL, THENCE 5.0 MILES WEST ALONG U. S. HIGHWAY 2,
 TN0149'ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF A PRIVATE DRIVE LEADING
 TN0149'NORTHWEST, 58 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 TN0149'SOUTHWEST OF A POWER LINE POLE, 2.8 FEET SOUTHEAST OF A FENCE, 2.5
 TN0149'FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 TN0149'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 TN0149'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0184 ***********************************************************************
 TN0184  DESIGNATION -  D 382
 TN0184  PID         -  TN0184
 TN0184  STATE/COUNTY-  MT/FLATHEAD
 TN0184  USGS QUAD   -  MEADOW PEAK (1983)
 TN0184
 TN0184                         *CURRENT SURVEY CONTROL
 TN0184  ___________________________________________________________________
 TN0184* NAD 83(1986)-  48 01 55.     (N)    114 55 47.     (W)     SCALED    
 TN0184* NAVD 88     -      1156.494  (meters)    3794.26   (feet)  ADJUSTED  
 TN0184  ___________________________________________________________________
 TN0184  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TN0184  DYNAMIC HT  -        1156.445 (meters)    3794.10  (feet)  COMP
 TN0184  MODELED GRAV-     980,529.6   (mgal)                       NAVD 88
 TN0184
 TN0184  VERT ORDER  -  SECOND    CLASS 0
 TN0184
 TN0184.The horizontal coordinates were scaled from a topographic map and have
 TN0184.an estimated accuracy of +/- 6 seconds.
 TN0184
 TN0184.The orthometric height was determined by differential leveling
 TN0184.and adjusted by the National Geodetic Survey in June 1991..
 TN0184
 TN0184.The geoid height was determined by GEOID03.
 TN0184
 TN0184.The dynamic height is computed by dividing the NAVD 88
 TN0184.geopotential number by the normal gravity value computed on the
 TN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0184.degrees latitude (g = 980.6199 gals.).
 TN0184
 TN0184.The modeled gravity was interpolated from observed gravity values.
 TN0184
 TN0184;                    North         East    Units  Estimated Accuracy
 TN0184;SPC MT       -   434,270.      195,560.      MT  (+/- 180 meters Scaled)
 TN0184
 TN0184                          SUPERSEDED SURVEY CONTROL
 TN0184
 TN0184  NGVD 29 (??/??/92) 1155.302  (m)         3790.35   (f) ADJ UNCH    2 0
 TN0184
 TN0184.Superseded values are not recommended for survey control.
 TN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0184.See file dsdata.txt to determine how the superseded data were derived.
 TN0184
 TN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP543219(NAD 83)
 TN0184_MARKER: DB = BENCH MARK DISK
 TN0184_SETTING: 66 = SET IN ROCK OUTCROP
 TN0184_SP_SET: ROCK OUTCROP
 TN0184_STAMPING: D 382 1952
 TN0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0184+STABILITY: POSITION/ELEVATION WELL
 TN0184
 TN0184  HISTORY     - Date     Condition        Report By
 TN0184  HISTORY     - 1952     MONUMENTED       CGS
 TN0184
 TN0184                          STATION DESCRIPTION
 TN0184
 TN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0184'12.0 MI SE FROM HAPPYS INN.
 TN0184'12.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0184'HAPPYS INN, ON THE NORTH BANK OF A SHALLOW CUT, IN THE TOP OF THE
 TN0184'APPROXIMATE CENTER OF A 5- X 6-FOOT GREY OUTCROP PROJECTING 1 FOOT
 TN0184'ABOVE THE GROUND, 127 FEET NORTHWEST OF A TELEPHONE POLE, 52 FEET
 TN0184'NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF A TELEPHONE
 TN0184'LINE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0298 ***********************************************************************
 SU0298  DESIGNATION -  D 383
 SU0298  PID         -  SU0298
 SU0298  STATE/COUNTY-  MT/SANDERS
 SU0298  USGS QUAD   -  MILL POCKET CREEK (1964)
 SU0298
 SU0298                         *CURRENT SURVEY CONTROL
 SU0298  ___________________________________________________________________
 SU0298* NAD 83(1986)-  47 51 46.     (N)    114 39 20.     (W)     SCALED    
 SU0298* NAVD 88     -      1022.419  (meters)    3354.39   (feet)  ADJUSTED  
 SU0298  ___________________________________________________________________
 SU0298  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SU0298  DYNAMIC HT  -        1022.382 (meters)    3354.26  (feet)  COMP
 SU0298  MODELED GRAV-     980,540.6   (mgal)                       NAVD 88
 SU0298
 SU0298  VERT ORDER  -  SECOND    CLASS 0
 SU0298
 SU0298.The horizontal coordinates were scaled from a topographic map and have
 SU0298.an estimated accuracy of +/- 6 seconds.
 SU0298
 SU0298.The orthometric height was determined by differential leveling
 SU0298.and adjusted by the National Geodetic Survey in June 1991..
 SU0298
 SU0298.The geoid height was determined by GEOID03.
 SU0298
 SU0298.The dynamic height is computed by dividing the NAVD 88
 SU0298.geopotential number by the normal gravity value computed on the
 SU0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0298.degrees latitude (g = 980.6199 gals.).
 SU0298
 SU0298.The modeled gravity was interpolated from observed gravity values.
 SU0298
 SU0298;                    North         East    Units  Estimated Accuracy
 SU0298;SPC MT       -   414,130.      214,720.      MT  (+/- 180 meters Scaled)
 SU0298
 SU0298                          SUPERSEDED SURVEY CONTROL
 SU0298
 SU0298  NGVD 29 (??/??/92) 1021.293  (m)         3350.69   (f) ADJ UNCH    2 0
 SU0298
 SU0298.Superseded values are not recommended for survey control.
 SU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0298.See file dsdata.txt to determine how the superseded data were derived.
 SU0298
 SU0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP753037(NAD 83)
 SU0298_MARKER: DB = BENCH MARK DISK
 SU0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0298_STAMPING: D 383 1952
 SU0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0298+STABILITY: SURFACE MOTION
 SU0298
 SU0298  HISTORY     - Date     Condition        Report By
 SU0298  HISTORY     - 1952     MONUMENTED       CGS
 SU0298
 SU0298                          STATION DESCRIPTION
 SU0298
 SU0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0298'6.1 MI NW FROM NIARADA.
 SU0298'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0298'THENCE 6.0 MILES NORTHWEST ALONG A COUNTY ROAD, 52 FEET SOUTHWEST OF
 SU0298'THE SOUTHWEST END OF A SMALL WOODEN BRIDGE, 33 FEET SOUTH OF THE
 SU0298'CENTER LINE OF THE ROAD, 3.1 FEET NORTH OF A FENCE, 2.1 FEET EAST OF A
 SU0298'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SU0298'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0724 ***********************************************************************
 SS0724  DESIGNATION -  D 388
 SS0724  PID         -  SS0724
 SS0724  STATE/COUNTY-  MT/CASCADE
 SS0724  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0724
 SS0724                         *CURRENT SURVEY CONTROL
 SS0724  ___________________________________________________________________
 SS0724* NAD 83(1986)-  47 28 46.     (N)    111 21 29.     (W)     SCALED    
 SS0724* NAVD 88     -      1122.248  (meters)    3681.91   (feet)  ADJUSTED  
 SS0724  ___________________________________________________________________
 SS0724  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 SS0724  DYNAMIC HT  -        1122.162 (meters)    3681.63  (feet)  COMP
 SS0724  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 SS0724
 SS0724  VERT ORDER  -  FIRST     CLASS II
 SS0724
 SS0724.This mark is at Great Falls Intl Airport (GTF)
 SS0724
 SS0724.The horizontal coordinates were scaled from a topographic map and have
 SS0724.an estimated accuracy of +/- 6 seconds.
 SS0724
 SS0724.The orthometric height was determined by differential leveling
 SS0724.and adjusted by the National Geodetic Survey in June 1991..
 SS0724
 SS0724.The geoid height was determined by GEOID03.
 SS0724
 SS0724.The dynamic height is computed by dividing the NAVD 88
 SS0724.geopotential number by the normal gravity value computed on the
 SS0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0724.degrees latitude (g = 980.6199 gals.).
 SS0724
 SS0724.The modeled gravity was interpolated from observed gravity values.
 SS0724
 SS0724;                    North         East    Units  Estimated Accuracy
 SS0724;SPC MT       -   360,510.      460,050.      MT  (+/- 180 meters Scaled)
 SS0724
 SS0724                          SUPERSEDED SURVEY CONTROL
 SS0724
 SS0724  NGVD 29 (??/??/92) 1121.326  (m)         3678.88   (f) ADJ UNCH    1 2
 SS0724
 SS0724.Superseded values are not recommended for survey control.
 SS0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0724.See file dsdata.txt to determine how the superseded data were derived.
 SS0724
 SS0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT730585(NAD 83)
 SS0724_MARKER: DB = BENCH MARK DISK
 SS0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0724_SP_SET: FOUNDATION
 SS0724_STAMPING: D 388 1956
 SS0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0724
 SS0724  HISTORY     - Date     Condition        Report By
 SS0724  HISTORY     - 1956     MONUMENTED       CGS
 SS0724  HISTORY     - 1961     GOOD             NGS
 SS0724  HISTORY     - 1972     GOOD             NGS
 SS0724  HISTORY     - 1977     MARK NOT FOUND   NGS
 SS0724
 SS0724                          STATION DESCRIPTION
 SS0724
 SS0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0724'IN GREAT FALLS.
 SS0724'AT THE GREAT FALLS MUNICIPAL AIRPORT, ABOUT 0.4 MILE SOUTH OF THE
 SS0724'CONTROL TOWER, IN THE TOP OF THE NORTH CORNER OF A 40 BY 40 -FOOT
 SS0724'CONCRETE FOUNDATION SUPPORTING AN ELEVATED WOODEN WATER TANK, 147 FEET
 SS0724'SOUTH OF THE CENTER OF THE INTERSECTION OF ASPHALT ROADS, 54 FEET
 SS0724'SOUTHEAST OF THE CENTER LINE OF A ROAD, 1.5 FEET SOUTH OF THE NORTH
 SS0724'EDGE OF THE FOUNDATION, 1.5 FEET ABOVE THE GROUND.
 SS0724
 SS0724                          STATION RECOVERY (1972)
 SS0724
 SS0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SS0724'RECOVERED IN GOOD CONDITION.
 SS0724
 SS0724                          STATION RECOVERY (1977)
 SS0724
 SS0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SS0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0395 ***********************************************************************
 SQ0395  DESIGNATION -  D 39
 SQ0395  PID         -  SQ0395
 SQ0395  STATE/COUNTY-  MT/PHILLIPS
 SQ0395  USGS QUAD   -  STRATTON RESERVOIR (1987)
 SQ0395
 SQ0395                         *CURRENT SURVEY CONTROL
 SQ0395  ___________________________________________________________________
 SQ0395* NAD 83(1986)-  47 52 27.     (N)    107 52 12.     (W)     SCALED    
 SQ0395* NAVD 88     -       787.516  (meters)    2583.71   (feet)  ADJUSTED  
 SQ0395  ___________________________________________________________________
 SQ0395  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SQ0395  DYNAMIC HT  -         787.559 (meters)    2583.85  (feet)  COMP
 SQ0395  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 SQ0395
 SQ0395  VERT ORDER  -  FIRST     CLASS II
 SQ0395
 SQ0395.The horizontal coordinates were scaled from a topographic map and have
 SQ0395.an estimated accuracy of +/- 6 seconds.
 SQ0395
 SQ0395.The orthometric height was determined by differential leveling
 SQ0395.and adjusted by the National Geodetic Survey in June 1991..
 SQ0395
 SQ0395.The geoid height was determined by GEOID03.
 SQ0395
 SQ0395.The dynamic height is computed by dividing the NAVD 88
 SQ0395.geopotential number by the normal gravity value computed on the
 SQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0395.degrees latitude (g = 980.6199 gals.).
 SQ0395
 SQ0395.The modeled gravity was interpolated from observed gravity values.
 SQ0395
 SQ0395;                    North         East    Units  Estimated Accuracy
 SQ0395;SPC MT       -   403,980.      721,870.      MT  (+/- 180 meters Scaled)
 SQ0395
 SQ0395                          SUPERSEDED SURVEY CONTROL
 SQ0395
 SQ0395  NGVD 29 (??/??/92)  786.771  (m)         2581.26   (f) ADJ UNCH    1 2
 SQ0395
 SQ0395.Superseded values are not recommended for survey control.
 SQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0395.See file dsdata.txt to determine how the superseded data were derived.
 SQ0395
 SQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP854063(NAD 83)
 SQ0395_MARKER: DB = BENCH MARK DISK
 SQ0395_SETTING: 66 = SET IN ROCK OUTCROP
 SQ0395_SP_SET: ROCK OUTCROP
 SQ0395_STAMPING: D 39 1931
 SQ0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SQ0395+STABILITY: POSITION/ELEVATION WELL
 SQ0395
 SQ0395  HISTORY     - Date     Condition        Report By
 SQ0395  HISTORY     - 1931     MONUMENTED       CGS
 SQ0395
 SQ0395                          STATION DESCRIPTION
 SQ0395
 SQ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0395'IN FIRST CREEK.
 SQ0395'AT FIRST CREEK, PHILLIPS COUNTY, ABOUT 0.4 MILE NORTHEAST OF THE SOUTH
 SQ0395'FIRST CREEK SCHOOL, ABOUT 0.1 MILE EAST OF THE SOUTH END OF A 7.5-MILE
 SQ0395'NORTH-AND-SOUTH TANGENT IN THE ROAD, ABOUT 400 FEET NORTH OF THE
 SQ0395'EAST-AND-WEST ROAD, IN THE CENTER OF A FIELD, AND IN THE ONLY ROCK
 SQ0395'OUTCROP IN THIS VICINITY.  A STANDARD DISK, STAMPED D 39 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0342 ***********************************************************************
 RU0342  DESIGNATION -  D 393
 RU0342  PID         -  RU0342
 RU0342  STATE/COUNTY-  MT/YELLOWSTONE
 RU0342  USGS QUAD   -  BULL MOUNTAIN (1980)
 RU0342
 RU0342                         *CURRENT SURVEY CONTROL
 RU0342  ___________________________________________________________________
 RU0342* NAD 83(1986)-  46 01 10.     (N)    107 52 26.     (W)     SCALED    
 RU0342* NAVD 88     -       866.358  (meters)    2842.38   (feet)  ADJUSTED  
 RU0342  ___________________________________________________________________
 RU0342  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 RU0342  DYNAMIC HT  -         866.214 (meters)    2841.90  (feet)  COMP
 RU0342  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 RU0342
 RU0342  VERT ORDER  -  FIRST     CLASS II
 RU0342
 RU0342.The horizontal coordinates were scaled from a topographic map and have
 RU0342.an estimated accuracy of +/- 6 seconds.
 RU0342
 RU0342.The orthometric height was determined by differential leveling
 RU0342.and adjusted by the National Geodetic Survey in June 1991..
 RU0342
 RU0342.The geoid height was determined by GEOID03.
 RU0342
 RU0342.The dynamic height is computed by dividing the NAVD 88
 RU0342.geopotential number by the normal gravity value computed on the
 RU0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0342.degrees latitude (g = 980.6199 gals.).
 RU0342
 RU0342.The modeled gravity was interpolated from observed gravity values.
 RU0342
 RU0342;                    North         East    Units  Estimated Accuracy
 RU0342;SPC MT       -   197,950.      725,850.      MT  (+/- 180 meters Scaled)
 RU0342
 RU0342                          SUPERSEDED SURVEY CONTROL
 RU0342
 RU0342  NGVD 29 (??/??/92)  865.658  (m)         2840.08   (f) ADJ UNCH    1 2
 RU0342
 RU0342.Superseded values are not recommended for survey control.
 RU0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0342.See file dsdata.txt to determine how the superseded data were derived.
 RU0342
 RU0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM775002(NAD 83)
 RU0342_MARKER: DB = BENCH MARK DISK
 RU0342_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0342_SP_SET: 28 1/2 FT
 RU0342_STAMPING: D 393 1958
 RU0342_MARK LOGO: CGS   
 RU0342_MAGNETIC: I = MARKER IS A STEEL ROD
 RU0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0342+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2000
 RU0342
 RU0342  HISTORY     - Date     Condition        Report By
 RU0342  HISTORY     - 1958     MONUMENTED       CGS
 RU0342  HISTORY     - 1960     GOOD             NGS
 RU0342  HISTORY     - 1981     GOOD             NGS
 RU0342  HISTORY     - 20000914 GOOD             NGS
 RU0342
 RU0342                          STATION DESCRIPTION
 RU0342
 RU0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0342'4.25 MI NE FROM POMPEYS PILLAR.
 RU0342'ABOUT 4.25 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0342'THE STATION AT POMPEYS PILLAR, IN SECTION 9, T 3 N, R 31 E, 45 FEET
 RU0342'NORTHWEST OF MILEPOST 190, 10 RAILS NORTHEAST OF A ROAD CROSSING, 119
 RU0342'1/2 FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 57 FEET
 RU0342'NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 FEET SOUTHWEST OF A METAL
 RU0342'WITNESS POST, ABOUT 8 INCHES BELOW THE LEVEL OF THE TRACKS, AND ON THE
 RU0342'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 28
 RU0342'1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
 RU0342
 RU0342                          STATION RECOVERY (1981)
 RU0342
 RU0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0342'RECOVERED IN GOOD CONDITION.
 RU0342
 RU0342                          STATION RECOVERY (2000)
 RU0342
 RU0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 RU0342'0.1 KM (0.05 MI) WESTERLY ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0342'POMPEYS PILLAR, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG CANE STREET,
 RU0342'THENCE 6.9 KM (4.30 MI) EASTERLY ALONG A PAVED ROAD, 68.6 M (225.1 FT)
 RU0342'NORTHWEST OF THE ROAD CENTERLINE, 17.4 M (57.1 FT) NORTHWEST OF THE
 RU0342'NEAR RAIL OF THE BURLINGTON NORTHERN SANTE FE RAILROAD, 14.5 M (47.6
 RU0342'FT) NORTHWEST OF RAILROAD MILEPOST NUMBER 190, 9.5 M (31.2 FT)
 RU0342'NORTHWEST OF A FENCE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACKS,
 RU0342'AND 0.1 M (0.3 FT) SOUTHEAST OF A WITNESS POST. NOTE--THE DISK IS
 RU0342'ENCASED IN A 6-INCH TILE PIPE AND PROJECTS 0.1 M (0.3 FT) ABOVE THE
 RU0342'GROUND SURFACE.  THE MONUMENT IS ON PROPERTY OWNED BY OF PAUL SLAN, PO
 RU0342'BOX 12, POMPEYS PILLAR, MT 59064.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0321 ***********************************************************************
 RU0321  DESIGNATION -  D 394
 RU0321  PID         -  RU0321
 RU0321  STATE/COUNTY-  MT/TREASURE
 RU0321  USGS QUAD   -  HYSHAM (1983)
 RU0321
 RU0321                         *CURRENT SURVEY CONTROL
 RU0321  ___________________________________________________________________
 RU0321* NAD 83(1986)-  46 17 38.     (N)    107 13 51.     (W)     SCALED    
 RU0321* NAVD 88     -       811.649  (meters)    2662.89   (feet)  ADJUSTED  
 RU0321  ___________________________________________________________________
 RU0321  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 RU0321  DYNAMIC HT  -         811.560 (meters)    2662.59  (feet)  COMP
 RU0321  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 RU0321
 RU0321  VERT ORDER  -  FIRST     CLASS II
 RU0321
 RU0321.The horizontal coordinates were scaled from a topographic map and have
 RU0321.an estimated accuracy of +/- 6 seconds.
 RU0321
 RU0321.The orthometric height was determined by differential leveling
 RU0321.and adjusted by the National Geodetic Survey in June 1991..
 RU0321.WARNING-Repeat measurements at this control monument indicate possible
 RU0321.vertical movement.
 RU0321
 RU0321.The geoid height was determined by GEOID03.
 RU0321
 RU0321.The dynamic height is computed by dividing the NAVD 88
 RU0321.geopotential number by the normal gravity value computed on the
 RU0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0321.degrees latitude (g = 980.6199 gals.).
 RU0321
 RU0321.The modeled gravity was interpolated from observed gravity values.
 RU0321
 RU0321;                    North         East    Units  Estimated Accuracy
 RU0321;SPC MT       -   229,660.      774,730.      MT  (+/- 180 meters Scaled)
 RU0321
 RU0321                          SUPERSEDED SURVEY CONTROL
 RU0321
 RU0321  NGVD 29 (??/??/92)  811.020  (m)         2660.82   (f) ADJ UNCH    1 2
 RU0321
 RU0321.Superseded values are not recommended for survey control.
 RU0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0321.See file dsdata.txt to determine how the superseded data were derived.
 RU0321
 RU0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM281291(NAD 83)
 RU0321_MARKER: DB = BENCH MARK DISK
 RU0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RU0321_SP_SET: FOOTING
 RU0321_STAMPING: D 394 1958
 RU0321_MARK LOGO: CGS   
 RU0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0321
 RU0321  HISTORY     - Date     Condition        Report By
 RU0321  HISTORY     - 1958     MONUMENTED       CGS
 RU0321  HISTORY     - 1960     GOOD             NGS
 RU0321  HISTORY     - 1981     GOOD             NGS
 RU0321
 RU0321                          STATION DESCRIPTION
 RU0321
 RU0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0321'IN HYSHAM.
 RU0321'AT HYSHAM, AT THE CITY WATER TOWER, IN SECTION 9, T 6 N, R 36 E, ABOUT
 RU0321'0.25 MILE NORTHEAST OF THE NORTHERN PACIFIC RAILROAD STATION, IN THE
 RU0321'TOP OF THE SOUTHEAST CORNER OF THE SOUTH CONCRETE FOOTING OF THE
 RU0321'TOWER, AND ABOUT LEVEL WITH THE GROUND.
 RU0321
 RU0321                          STATION RECOVERY (1981)
 RU0321
 RU0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0321'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0321'IN HYSHAM, IN TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 RU0321'OF THE SOUTH LEG OF THE MUNICIPAL WATER TANK.
 RU0321'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0063 ***********************************************************************
 QW0063  DESIGNATION -  D 395
 QW0063  PID         -  QW0063
 QW0063  STATE/COUNTY-  MT/YELLOWSTONE
 QW0063  USGS QUAD   -  NIBBE (1980)
 QW0063
 QW0063                         *CURRENT SURVEY CONTROL
 QW0063  ___________________________________________________________________
 QW0063* NAD 83(1986)-  45 58 29.     (N)    108 05 27.     (W)     SCALED    
 QW0063* NAVD 88     -       891.637  (meters)    2925.31   (feet)  ADJUSTED  
 QW0063  ___________________________________________________________________
 QW0063  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 QW0063  DYNAMIC HT  -         891.481 (meters)    2924.80  (feet)  COMP
 QW0063  MODELED GRAV-     980,410.9   (mgal)                       NAVD 88
 QW0063
 QW0063  VERT ORDER  -  FIRST     CLASS II
 QW0063
 QW0063.The horizontal coordinates were scaled from a topographic map and have
 QW0063.an estimated accuracy of +/- 6 seconds.
 QW0063
 QW0063.The orthometric height was determined by differential leveling
 QW0063.and adjusted by the National Geodetic Survey in June 1991..
 QW0063
 QW0063.The geoid height was determined by GEOID03.
 QW0063
 QW0063.The dynamic height is computed by dividing the NAVD 88
 QW0063.geopotential number by the normal gravity value computed on the
 QW0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0063.degrees latitude (g = 980.6199 gals.).
 QW0063
 QW0063.The modeled gravity was interpolated from observed gravity values.
 QW0063
 QW0063;                    North         East    Units  Estimated Accuracy
 QW0063;SPC MT       -   192,650.      709,150.      MT  (+/- 180 meters Scaled)
 QW0063
 QW0063                          SUPERSEDED SURVEY CONTROL
 QW0063
 QW0063  NGVD 29 (??/??/92)  890.912  (m)         2922.93   (f) ADJ UNCH    1 2
 QW0063
 QW0063.Superseded values are not recommended for survey control.
 QW0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0063.See file dsdata.txt to determine how the superseded data were derived.
 QW0063
 QW0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR253953(NAD 83)
 QW0063_MARKER: DB = BENCH MARK DISK
 QW0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0063_STAMPING: D 395 1958
 QW0063_MARK LOGO: CGS   
 QW0063_PROJECTION: PROJECTING 15 CENTIMETERS
 QW0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0063+STABILITY: SURFACE MOTION
 QW0063
 QW0063  HISTORY     - Date     Condition        Report By
 QW0063  HISTORY     - 1958     MONUMENTED       CGS
 QW0063  HISTORY     - 1960     GOOD             NGS
 QW0063  HISTORY     - 1981     GOOD             NGS
 QW0063
 QW0063                          STATION DESCRIPTION
 QW0063
 QW0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0063'3.5 MI NE FROM WORDEN.
 QW0063'ABOUT 3.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0063'STATION AT WORDEN, IN THE SOUTHEAST CORNER OF SECTION 27, T 3 N, R 29
 QW0063'E, 165 FEET SOUTH AND ACROSS THE TRACKS FROM MILEPOST 201, 101 FEET
 QW0063'SOUTH OF THE CENTER LINE OF A ROAD CROSSING, 75 FEET SOUTHWEST OF THE
 QW0063'CENTER LINE OF A GRAVELED ROAD, 48 FEET SOUTHEAST OF THE SOUTHEAST
 QW0063'RAIL, 42 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A
 QW0063'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND IN
 QW0063'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QW0063
 QW0063                          STATION RECOVERY (1981)
 QW0063
 QW0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0063'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0063'10.8 KM (6.7 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0063'FROM THE RAILROAD STATION IN POMPEYS PILLAR, 50.3 METERS (165.0 FT)
 QW0063'SOUTH OF MILE POST 201, 30.8 METERS (101.0 FT) SOUTH OF THE CENTER OF
 QW0063'SOUTH 22ND ROAD CROSSING, 22.9 METERS (75.0 FT) SOUTHWEST OF THE
 QW0063'CENTER OF A GRAVELEDED ROAD, 14.6 METERS (48.0 FT) SOUTHEAST OF THE
 QW0063'NEAR RAIL, AND 13.0 METERS (42.5 FT) SOUTHWEST OF A UTILITY POLE.
 QW0063'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 QW0063'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0407 ***********************************************************************
 QX0407  DESIGNATION -  D 4
 QX0407  PID         -  QX0407
 QX0407  STATE/COUNTY-  MT/GALLATIN
 QX0407  USGS QUAD   -  THREE FORKS SE (1987)
 QX0407
 QX0407                         *CURRENT SURVEY CONTROL
 QX0407  ___________________________________________________________________
 QX0407* NAD 83(1986)-  45 51 02.     (N)    111 36 27.     (W)     SCALED    
 QX0407* NAVD 88     -      1252.293  (meters)    4108.56   (feet)  ADJUSTED  
 QX0407  ___________________________________________________________________
 QX0407  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 QX0407  DYNAMIC HT  -        1251.942 (meters)    4107.41  (feet)  COMP
 QX0407  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 QX0407
 QX0407  VERT ORDER  -  FIRST     CLASS II
 QX0407
 QX0407.The horizontal coordinates were scaled from a topographic map and have
 QX0407.an estimated accuracy of +/- 6 seconds.
 QX0407
 QX0407.The orthometric height was determined by differential leveling
 QX0407.and adjusted by the National Geodetic Survey in June 1991..
 QX0407
 QX0407.The geoid height was determined by GEOID03.
 QX0407
 QX0407.The dynamic height is computed by dividing the NAVD 88
 QX0407.geopotential number by the normal gravity value computed on the
 QX0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0407.degrees latitude (g = 980.6199 gals.).
 QX0407
 QX0407.The modeled gravity was interpolated from observed gravity values.
 QX0407
 QX0407;                    North         East    Units  Estimated Accuracy
 QX0407;SPC MT       -   180,080.      436,390.      MT  (+/- 180 meters Scaled)
 QX0407
 QX0407                          SUPERSEDED SURVEY CONTROL
 QX0407
 QX0407  NGVD 29 (08/20/92) 1251.250  (m)         4105.14   (f) ADJUSTED    1 2
 QX0407
 QX0407.Superseded values are not recommended for survey control.
 QX0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0407.See file dsdata.txt to determine how the superseded data were derived.
 QX0407
 QX0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR528776(NAD 83)
 QX0407_MARKER: P = PIPE CAP
 QX0407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0407_SP_SET: SHALLOW-SET PIPE
 QX0407_STAMPING: D 4 1907 4105.215
 QX0407_MARK LOGO: CGS   
 QX0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0407
 QX0407  HISTORY     - Date     Condition        Report By
 QX0407  HISTORY     - 1907     MONUMENTED       CGS
 QX0407  HISTORY     - 1958     GOOD             NGS
 QX0407  HISTORY     - 1987     GOOD             NGS
 QX0407
 QX0407                          STATION DESCRIPTION
 QX0407
 QX0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0407'2.35 MI NE FROM WILLOW CREEK.
 QX0407'ABOUT 2.35 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0407'STATION AT WILLOW CREEK, IN SECTION 9, T 1 N, R 1 E, 9 POLES SOUTHWEST
 QX0407'OF MILEPOST 10, 46 FEET NORTHWEST OF THE NORTHWEST RAIL, 35 FEET
 QX0407'SOUTHEAST OF A PAVED ROAD, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 QX0407'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON THE
 QX0407'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
 QX0407
 QX0407                          STATION RECOVERY (1987)
 QX0407
 QX0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0611 ***********************************************************************
 SR0611  DESIGNATION -  D 4 U
 SR0611  PID         -  SR0611
 SR0611  STATE/COUNTY-  MT/FERGUS
 SR0611  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0611
 SR0611                         *CURRENT SURVEY CONTROL
 SR0611  ___________________________________________________________________
 SR0611* NAD 83(1986)-  47 28 45.     (N)    109 38 59.     (W)     SCALED    
 SR0611* NAVD 88     -      1073.973  (meters)    3523.53   (feet)  ADJUSTED  
 SR0611  ___________________________________________________________________
 SR0611  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SR0611  DYNAMIC HT  -        1073.924 (meters)    3523.37  (feet)  COMP
 SR0611  MODELED GRAV-     980,530.1   (mgal)                       NAVD 88
 SR0611
 SR0611  VERT ORDER  -  SECOND    CLASS 0
 SR0611
 SR0611.The horizontal coordinates were scaled from a topographic map and have
 SR0611.an estimated accuracy of +/- 6 seconds.
 SR0611
 SR0611.The orthometric height was determined by differential leveling
 SR0611.and adjusted by the National Geodetic Survey in June 1991..
 SR0611
 SR0611.The geoid height was determined by GEOID03.
 SR0611
 SR0611.The dynamic height is computed by dividing the NAVD 88
 SR0611.geopotential number by the normal gravity value computed on the
 SR0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0611.degrees latitude (g = 980.6199 gals.).
 SR0611
 SR0611.The modeled gravity was interpolated from observed gravity values.
 SR0611
 SR0611;                    North         East    Units  Estimated Accuracy
 SR0611;SPC MT       -   358,830.      588,720.      MT  (+/- 180 meters Scaled)
 SR0611
 SR0611                          SUPERSEDED SURVEY CONTROL
 SR0611
 SR0611  NGVD 29 (??/??/92) 1073.137  (m)         3520.78   (f) ADJ UNCH    2 0
 SR0611
 SR0611.Superseded values are not recommended for survey control.
 SR0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0611.See file dsdata.txt to determine how the superseded data were derived.
 SR0611
 SR0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT017592(NAD 83)
 SR0611_MARKER: DS = TRIANGULATION STATION DISK
 SR0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0611_STAMPING: D 4 U 1961
 SR0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0611+STABILITY: SURFACE MOTION
 SR0611
 SR0611  HISTORY     - Date     Condition        Report By
 SR0611  HISTORY     - 1961     MONUMENTED       CGS
 SR0611
 SR0611                          STATION DESCRIPTION
 SR0611
 SR0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0611'20.95 MI SW FROM WINIFRED.
 SR0611'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0611'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0611'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0611'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0611'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 6.3 MILES
 SR0611'SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG A TRACK ROAD
 SR0611'WHICH PARALLELS A FENCE, IN SECTION 23, T 20 N, R 16 E, 159 FEET SOUTH
 SR0611'OF THE CENTER LINE OF THE ROAD, 88 FEET WEST OF A LONE 12-INCH PINE
 SR0611'TREE ON THE EAST SLOPE OF A HILL, 38.0 FEET WEST-SOUTHWEST OF D 4 U
 SR0611'R.M. 2, 35.4 FEET NORTH-NORTHEAST OF D 4 U R.M. 1, 21.0 FEET SOUTHWEST
 SR0611'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SR0611'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0610 ***********************************************************************
 SR0610  DESIGNATION -  D 4 U RM 1
 SR0610  PID         -  SR0610
 SR0610  STATE/COUNTY-  MT/FERGUS
 SR0610  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0610
 SR0610                         *CURRENT SURVEY CONTROL
 SR0610  ___________________________________________________________________
 SR0610* NAD 83(1986)-  47 28 45.     (N)    109 38 57.     (W)     SCALED    
 SR0610* NAVD 88     -      1073.245  (meters)    3521.14   (feet)  ADJUSTED  
 SR0610  ___________________________________________________________________
 SR0610  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SR0610  DYNAMIC HT  -        1073.197 (meters)    3520.98  (feet)  COMP
 SR0610  MODELED GRAV-     980,530.1   (mgal)                       NAVD 88
 SR0610
 SR0610  VERT ORDER  -  SECOND    CLASS 0
 SR0610
 SR0610.The horizontal coordinates were scaled from a topographic map and have
 SR0610.an estimated accuracy of +/- 6 seconds.
 SR0610
 SR0610.The orthometric height was determined by differential leveling
 SR0610.and adjusted by the National Geodetic Survey in June 1991..
 SR0610
 SR0610.The geoid height was determined by GEOID03.
 SR0610
 SR0610.The dynamic height is computed by dividing the NAVD 88
 SR0610.geopotential number by the normal gravity value computed on the
 SR0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0610.degrees latitude (g = 980.6199 gals.).
 SR0610
 SR0610.The modeled gravity was interpolated from observed gravity values.
 SR0610
 SR0610;                    North         East    Units  Estimated Accuracy
 SR0610;SPC MT       -   358,830.      588,760.      MT  (+/- 180 meters Scaled)
 SR0610
 SR0610                          SUPERSEDED SURVEY CONTROL
 SR0610
 SR0610  NGVD 29 (??/??/92) 1072.410  (m)         3518.40   (f) ADJ UNCH    2 0
 SR0610
 SR0610.Superseded values are not recommended for survey control.
 SR0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0610.See file dsdata.txt to determine how the superseded data were derived.
 SR0610
 SR0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT017592(NAD 83)
 SR0610_MARKER: DR = REFERENCE MARK DISK
 SR0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0610_STAMPING: D 4 U NO 1 1961
 SR0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0610+STABILITY: SURFACE MOTION
 SR0610
 SR0610  HISTORY     - Date     Condition        Report By
 SR0610  HISTORY     - 1961     MONUMENTED       CGS
 SR0610
 SR0610                          STATION DESCRIPTION
 SR0610
 SR0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0610'20.95 MI SW FROM WINIFRED.
 SR0610'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0610'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0610'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0610'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0610'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 6.3 MILES
 SR0610'SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG A TRACK ROAD,
 SR0610'IN SECTION 23, T 20 N, R 16 E, 134 FEET SOUTH OF THE CENTER LINE OF
 SR0610'THE ROAD, 100 FEET NORTH OF A FENCE, 53 FEET WEST OF A 12-INCH PINE
 SR0610'TREE, 38.0 FEET EAST-NORTHEAST OF D 4 U 1961, 17.0 FEET EAST-NORTHEAST
 SR0610'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SR0610'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0612 ***********************************************************************
 SR0612  DESIGNATION -  D 4 U RM 2
 SR0612  PID         -  SR0612
 SR0612  STATE/COUNTY-  MT/FERGUS
 SR0612  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0612
 SR0612                         *CURRENT SURVEY CONTROL
 SR0612  ___________________________________________________________________
 SR0612* NAD 83(1986)-  47 28 44.     (N)    109 39 00.     (W)     SCALED    
 SR0612* NAVD 88     -      1073.692  (meters)    3522.60   (feet)  ADJUSTED  
 SR0612  ___________________________________________________________________
 SR0612  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SR0612  DYNAMIC HT  -        1073.643 (meters)    3522.44  (feet)  COMP
 SR0612  MODELED GRAV-     980,530.0   (mgal)                       NAVD 88
 SR0612
 SR0612  VERT ORDER  -  SECOND    CLASS 0
 SR0612
 SR0612.The horizontal coordinates were scaled from a topographic map and have
 SR0612.an estimated accuracy of +/- 6 seconds.
 SR0612
 SR0612.The orthometric height was determined by differential leveling
 SR0612.and adjusted by the National Geodetic Survey in June 1991..
 SR0612
 SR0612.The geoid height was determined by GEOID03.
 SR0612
 SR0612.The dynamic height is computed by dividing the NAVD 88
 SR0612.geopotential number by the normal gravity value computed on the
 SR0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0612.degrees latitude (g = 980.6199 gals.).
 SR0612
 SR0612.The modeled gravity was interpolated from observed gravity values.
 SR0612
 SR0612;                    North         East    Units  Estimated Accuracy
 SR0612;SPC MT       -   358,800.      588,700.      MT  (+/- 180 meters Scaled)
 SR0612
 SR0612                          SUPERSEDED SURVEY CONTROL
 SR0612
 SR0612  NGVD 29 (??/??/92) 1072.856  (m)         3519.86   (f) ADJ UNCH    2 0
 SR0612
 SR0612.Superseded values are not recommended for survey control.
 SR0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0612.See file dsdata.txt to determine how the superseded data were derived.
 SR0612
 SR0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT017592(NAD 83)
 SR0612_MARKER: DR = REFERENCE MARK DISK
 SR0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0612_STAMPING: D 4 U NO 2 1961
 SR0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0612+STABILITY: SURFACE MOTION
 SR0612
 SR0612  HISTORY     - Date     Condition        Report By
 SR0612  HISTORY     - 1961     MONUMENTED       CGS
 SR0612
 SR0612                          STATION DESCRIPTION
 SR0612
 SR0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0612'20.95 MI SW FROM WINIFRED.
 SR0612'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0612'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0612'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0612'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0612'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 6.3 MILES
 SR0612'SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG A TRACK ROAD,
 SR0612'IN SECTION 23, T 20 N, R 16 E, 194 FEET SOUTH OF THE CENTER LINE OF
 SR0612'THE ROAD, 45 FEET NORTH OF A FENCE, 35.4 FEET SOUTH-SOUTHWEST OF D 4 U
 SR0612'1961, 51.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 SR0612'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0614 ***********************************************************************
 SR0614  DESIGNATION -  D 4 V
 SR0614  PID         -  SR0614
 SR0614  STATE/COUNTY-  MT/FERGUS
 SR0614  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0614
 SR0614                         *CURRENT SURVEY CONTROL
 SR0614  ___________________________________________________________________
 SR0614* NAD 83(1986)-  47 28 42.     (N)    109 38 16.     (W)     SCALED    
 SR0614* NAVD 88     -      1023.616  (meters)    3358.31   (feet)  ADJUSTED  
 SR0614  ___________________________________________________________________
 SR0614  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SR0614  DYNAMIC HT  -        1023.567 (meters)    3358.15  (feet)  COMP
 SR0614  MODELED GRAV-     980,530.3   (mgal)                       NAVD 88
 SR0614
 SR0614  VERT ORDER  -  SECOND    CLASS 0
 SR0614
 SR0614.The horizontal coordinates were scaled from a topographic map and have
 SR0614.an estimated accuracy of +/- 6 seconds.
 SR0614
 SR0614.The orthometric height was determined by differential leveling
 SR0614.and adjusted by the National Geodetic Survey in June 1991..
 SR0614
 SR0614.The geoid height was determined by GEOID03.
 SR0614
 SR0614.The dynamic height is computed by dividing the NAVD 88
 SR0614.geopotential number by the normal gravity value computed on the
 SR0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0614.degrees latitude (g = 980.6199 gals.).
 SR0614
 SR0614.The modeled gravity was interpolated from observed gravity values.
 SR0614
 SR0614;                    North         East    Units  Estimated Accuracy
 SR0614;SPC MT       -   358,730.      589,620.      MT  (+/- 180 meters Scaled)
 SR0614
 SR0614                          SUPERSEDED SURVEY CONTROL
 SR0614
 SR0614  NGVD 29 (??/??/92) 1022.777  (m)         3355.56   (f) ADJ UNCH    2 0
 SR0614
 SR0614.Superseded values are not recommended for survey control.
 SR0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0614.See file dsdata.txt to determine how the superseded data were derived.
 SR0614
 SR0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT026592(NAD 83)
 SR0614_MARKER: DB = BENCH MARK DISK
 SR0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0614_STAMPING: D 4 V 1961
 SR0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0614+STABILITY: SURFACE MOTION
 SR0614
 SR0614  HISTORY     - Date     Condition        Report By
 SR0614  HISTORY     - 1961     MONUMENTED       CGS
 SR0614  HISTORY     - 1973     GOOD             USGS
 SR0614
 SR0614                          STATION DESCRIPTION
 SR0614
 SR0614'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0614'20.5 MI SW FROM WINIFRED.
 SR0614'ABOUT 0.8 MI NORTHWEST ALONG A GRAVEL RD FROM THE CMSTP AND P STATION
 SR0614'AT WINIFRED, THENCE 4.0 MI WEST ALONG A GRAVEL RD, THENCE 5.9 MI WEST
 SR0614'ALONG A DIRT RD, THENCE 0.9 MI NORTHWEST ALONG A DIRT RD, THENCE 2.55
 SR0614'MI WEST ALONG A DIRT RD, THENCE 6.35 MI SOUTH ALONG A GRAVEL RD, IN
 SR0614'SECTION 25, T20N, R16 E, 0.4 MI WEST OF A SET OF FARM BLDGS, 440 FT
 SR0614'EAST OF THE CENTERLINE OF THE RD, 20 FT SOUTH OF THE CENTERLINE OF THE
 SR0614'ROAD LEADING EAST, 40.4 FT EAST OF D 4 V R.M. 2, 37.8 FT WEST OF D 4 V
 SR0614'R.M. 1, 5 FT SOUTH OF A FENCE, 5.2 FT SOUTH OF A METAL WITNESS POST,
 SR0614'AND SET IN THE TOP OF A CONCRETE POST 14 INCHES BELOW THE LEVEL OF THE
 SR0614'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0613 ***********************************************************************
 SR0613  DESIGNATION -  D 4 V RM 1
 SR0613  PID         -  SR0613
 SR0613  STATE/COUNTY-  MT/FERGUS
 SR0613  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0613
 SR0613                         *CURRENT SURVEY CONTROL
 SR0613  ___________________________________________________________________
 SR0613* NAD 83(1986)-  47 28 42.     (N)    109 38 15.     (W)     SCALED    
 SR0613* NAVD 88     -      1023.491  (meters)    3357.90   (feet)  ADJUSTED  
 SR0613  ___________________________________________________________________
 SR0613  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SR0613  DYNAMIC HT  -        1023.443 (meters)    3357.75  (feet)  COMP
 SR0613  MODELED GRAV-     980,530.3   (mgal)                       NAVD 88
 SR0613
 SR0613  VERT ORDER  -  SECOND    CLASS 0
 SR0613
 SR0613.The horizontal coordinates were scaled from a topographic map and have
 SR0613.an estimated accuracy of +/- 6 seconds.
 SR0613
 SR0613.The orthometric height was determined by differential leveling
 SR0613.and adjusted by the National Geodetic Survey in June 1991..
 SR0613
 SR0613.The geoid height was determined by GEOID03.
 SR0613
 SR0613.The dynamic height is computed by dividing the NAVD 88
 SR0613.geopotential number by the normal gravity value computed on the
 SR0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0613.degrees latitude (g = 980.6199 gals.).
 SR0613
 SR0613.The modeled gravity was interpolated from observed gravity values.
 SR0613
 SR0613;                    North         East    Units  Estimated Accuracy
 SR0613;SPC MT       -   358,730.      589,640.      MT  (+/- 180 meters Scaled)
 SR0613
 SR0613                          SUPERSEDED SURVEY CONTROL
 SR0613
 SR0613  NGVD 29 (??/??/92) 1022.653  (m)         3355.15   (f) ADJ UNCH    2 0
 SR0613
 SR0613.Superseded values are not recommended for survey control.
 SR0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0613.See file dsdata.txt to determine how the superseded data were derived.
 SR0613
 SR0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT026592(NAD 83)
 SR0613_MARKER: DB = BENCH MARK DISK
 SR0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0613_STAMPING: D 4 V NO 1 1961
 SR0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0613+STABILITY: SURFACE MOTION
 SR0613
 SR0613  HISTORY     - Date     Condition        Report By
 SR0613  HISTORY     - 1961     MONUMENTED       CGS
 SR0613  HISTORY     - 1973     GOOD             USGS
 SR0613
 SR0613                          STATION DESCRIPTION
 SR0613
 SR0613'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0613'20.5 MI SW FROM WINIFRED.
 SR0613'ABOUT 0.8 MI NORTHWEST ALONG A GRAVEL RD FROM THE CMSTP AND P STATION
 SR0613'AT WINIFRED, THENCE 4.0 MI WEST ALONG A GRAVEL RD, THENCE 5.9 MI WEST
 SR0613'ALONG A GRADED DIRT RD, THENCE 0.9 MI NORTHWEST ALONG A GRADED DIRT
 SR0613'RD, THENCE 2.55 MI WEST ALONG A GRADED DIRT RD, THENCE 6.35 MI SOUTH
 SR0613'ALONG A GRAVEL RD, IN SECTION 25, T 20 N, R16E, 0.4 MI WEST OF A SET
 SR0613'OF FARM BLDGS, 478 FT EAST OF THE CENTERLINE OF THE RD, 16 FT SOUTH OF
 SR0613'THE CENTERLINE OF A PRIVATE RD LEADING EAST, 37.8 FT EAST OF D 4 V
 SR0613'1961, 1 FT SOUTH OF A FENCE, ABOUT LEVEL WITH THE PRIVATE RD AND SET
 SR0613'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0615 ***********************************************************************
 SR0615  DESIGNATION -  D 4 V RM 2
 SR0615  PID         -  SR0615
 SR0615  STATE/COUNTY-  MT/FERGUS
 SR0615  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0615
 SR0615                         *CURRENT SURVEY CONTROL
 SR0615  ___________________________________________________________________
 SR0615* NAD 83(1986)-  47 28 42.     (N)    109 38 16.     (W)     SCALED    
 SR0615* NAVD 88     -      1024.694  (meters)    3361.85   (feet)  ADJUSTED  
 SR0615  ___________________________________________________________________
 SR0615  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SR0615  DYNAMIC HT  -        1024.646 (meters)    3361.69  (feet)  COMP
 SR0615  MODELED GRAV-     980,530.3   (mgal)                       NAVD 88
 SR0615
 SR0615  VERT ORDER  -  SECOND    CLASS 0
 SR0615
 SR0615.The horizontal coordinates were scaled from a topographic map and have
 SR0615.an estimated accuracy of +/- 6 seconds.
 SR0615
 SR0615.The orthometric height was determined by differential leveling
 SR0615.and adjusted by the National Geodetic Survey in June 1991..
 SR0615
 SR0615.The geoid height was determined by GEOID03.
 SR0615
 SR0615.The dynamic height is computed by dividing the NAVD 88
 SR0615.geopotential number by the normal gravity value computed on the
 SR0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0615.degrees latitude (g = 980.6199 gals.).
 SR0615
 SR0615.The modeled gravity was interpolated from observed gravity values.
 SR0615
 SR0615;                    North         East    Units  Estimated Accuracy
 SR0615;SPC MT       -   358,730.      589,620.      MT  (+/- 180 meters Scaled)
 SR0615
 SR0615                          SUPERSEDED SURVEY CONTROL
 SR0615
 SR0615  NGVD 29 (??/??/92) 1023.856  (m)         3359.10   (f) ADJ UNCH    2 0
 SR0615
 SR0615.Superseded values are not recommended for survey control.
 SR0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0615.See file dsdata.txt to determine how the superseded data were derived.
 SR0615
 SR0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT026592(NAD 83)
 SR0615_MARKER: DB = BENCH MARK DISK
 SR0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0615_STAMPING: D 4 V NO 2 1961
 SR0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0615+STABILITY: SURFACE MOTION
 SR0615
 SR0615  HISTORY     - Date     Condition        Report By
 SR0615  HISTORY     - 1961     MONUMENTED       CGS
 SR0615  HISTORY     - 1973     GOOD             USGS
 SR0615
 SR0615                          STATION DESCRIPTION
 SR0615
 SR0615'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0615'20.5 MI SW FROM WINIFRED.
 SR0615'ABOUT 0.8 MI NORTHWEST ALONG A GRAVEL RD FROM THE CMSTP AND P STATION
 SR0615'AT WINIFRED, THENCE 4.0 MI WEST ALONG A GRAVEL RD, THENCE 5.9 MI WEST
 SR0615'ALONG A GRADED DIRT RD, THENCE 0.9 MI NORTHWEST ALONG A DIRT RD,
 SR0615'THENCE 2.55 MI WEST ALONG A DIRT RD, THENCE 6.35 MI SOUTH ALONG A
 SR0615'GRAVEL RD, IN SECTION 25, T20N, R16E, 0.4 MI WEST OF A SET OF FARM
 SR0615'BLDGS, 400 FT EAST OF THE CENTERLINE OF THE ROAD, 16 FT SOUTH OF THE
 SR0615'CENTERLINE OF A PRIVATE RD LEADING EAST, 1 FT SOUTH OF A FENCE, ABOUT
 SR0615'LEVEL WITH THE PRIVATE RD AND SET IN THE TOP OF A CONCRETE POST
 SR0615'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0733 ***********************************************************************
 SS0733  DESIGNATION -  D 40
 SS0733  PID         -  SS0733
 SS0733  STATE/COUNTY-  MT/CASCADE
 SS0733  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0733
 SS0733                         *CURRENT SURVEY CONTROL
 SS0733  ___________________________________________________________________
 SS0733* NAD 83(1986)-  47 27 02.     (N)    111 16 14.     (W)     SCALED    
 SS0733* NAVD 88     -      1017.727  (meters)    3338.99   (feet)  ADJUSTED  
 SS0733  ___________________________________________________________________
 SS0733  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 SS0733  DYNAMIC HT  -        1017.652 (meters)    3338.75  (feet)  COMP
 SS0733  MODELED GRAV-     980,504.4   (mgal)                       NAVD 88
 SS0733
 SS0733  VERT ORDER  -  FIRST     CLASS II
 SS0733
 SS0733.The horizontal coordinates were scaled from a topographic map and have
 SS0733.an estimated accuracy of +/- 6 seconds.
 SS0733
 SS0733.The orthometric height was determined by differential leveling
 SS0733.and adjusted by the National Geodetic Survey in June 1991..
 SS0733.WARNING-Repeat measurements at this control monument indicate possible
 SS0733.vertical movement.
 SS0733
 SS0733.The geoid height was determined by GEOID03.
 SS0733
 SS0733.The dynamic height is computed by dividing the NAVD 88
 SS0733.geopotential number by the normal gravity value computed on the
 SS0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0733.degrees latitude (g = 980.6199 gals.).
 SS0733
 SS0733.The modeled gravity was interpolated from observed gravity values.
 SS0733
 SS0733;                    North         East    Units  Estimated Accuracy
 SS0733;SPC MT       -   357,150.      466,560.      MT  (+/- 180 meters Scaled)
 SS0733
 SS0733                          SUPERSEDED SURVEY CONTROL
 SS0733
 SS0733  NGVD 29 (??/??/92) 1016.822  (m)         3336.02   (f) ADJ UNCH    1 2
 SS0733
 SS0733.Superseded values are not recommended for survey control.
 SS0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0733.See file dsdata.txt to determine how the superseded data were derived.
 SS0733
 SS0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT796552(NAD 83)
 SS0733_MARKER: DB = BENCH MARK DISK
 SS0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0733_STAMPING: D 40 1931
 SS0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0733+STABILITY: SURFACE MOTION
 SS0733
 SS0733  HISTORY     - Date     Condition        Report By
 SS0733  HISTORY     - 1931     MONUMENTED       CGS
 SS0733  HISTORY     - 1961     GOOD             NGS
 SS0733
 SS0733                          STATION DESCRIPTION
 SS0733
 SS0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0733'5.7 MI SE FROM GREAT FALLS.
 SS0733'ABOUT 5.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0733'STATION AT GREAT FALLS, OR 5.8 MILES WEST ALONG THE GREAT NORTHERN
 SS0733'RAILWAY FROM THE STATION SIGN AT GERBER, IN SECTION 30, T 20 N, R 4 E,
 SS0733'13 POLES EAST OF MILE POST 219, ABOUT 150 FEET NORTH-NORTHWEST OF AND
 SS0733'ACROSS A PRIVATE ROAD FROM THE NORTHWEST CORNER OF A FARMHOUSE, 41
 SS0733'FEET SOUTH OF THE SOUTH RAIL, 49 FEET SOUTHWEST OF THE CENTER OF A
 SS0733'PRIVATE ROAD CROSSING, 50 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 SS0733'ROAD THAT PARALLELS THE TRACK, 1.2 FEET NORTH OF A METAL WITNESS POST,
 SS0733'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 2 FEET BELOW THE LEVEL
 SS0733'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SS0733'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0063 ***********************************************************************
 SS0063  DESIGNATION -  D 41
 SS0063  PID         -  SS0063
 SS0063  STATE/COUNTY-  MT/JUDITH BASIN
 SS0063  USGS QUAD   -  GEYSER (1979)
 SS0063
 SS0063                         *CURRENT SURVEY CONTROL
 SS0063  ___________________________________________________________________
 SS0063* NAD 83(1986)-  47 15 38.     (N)    110 29 19.     (W)     SCALED    
 SS0063* NAVD 88     -      1272.798  (meters)    4175.84   (feet)  ADJUSTED  
 SS0063  ___________________________________________________________________
 SS0063  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 SS0063  DYNAMIC HT  -        1272.633 (meters)    4175.30  (feet)  COMP
 SS0063  MODELED GRAV-     980,439.0   (mgal)                       NAVD 88
 SS0063
 SS0063  VERT ORDER  -  FIRST     CLASS II
 SS0063
 SS0063.The horizontal coordinates were scaled from a topographic map and have
 SS0063.an estimated accuracy of +/- 6 seconds.
 SS0063
 SS0063.The orthometric height was determined by differential leveling
 SS0063.and adjusted by the National Geodetic Survey in June 1991..
 SS0063
 SS0063.The geoid height was determined by GEOID03.
 SS0063
 SS0063.The dynamic height is computed by dividing the NAVD 88
 SS0063.geopotential number by the normal gravity value computed on the
 SS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0063.degrees latitude (g = 980.6199 gals.).
 SS0063
 SS0063.The modeled gravity was interpolated from observed gravity values.
 SS0063
 SS0063;                    North         East    Units  Estimated Accuracy
 SS0063;SPC MT       -   335,000.      525,220.      MT  (+/- 180 meters Scaled)
 SS0063
 SS0063                          SUPERSEDED SURVEY CONTROL
 SS0063
 SS0063  NGVD 29 (??/??/92) 1271.856  (m)         4172.75   (f) ADJ UNCH    1 2
 SS0063
 SS0063.Superseded values are not recommended for survey control.
 SS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0063.See file dsdata.txt to determine how the superseded data were derived.
 SS0063
 SS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT386342(NAD 83)
 SS0063_MARKER: DB = BENCH MARK DISK
 SS0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0063_STAMPING: D 41 1931
 SS0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0063+STABILITY: SURFACE MOTION
 SS0063
 SS0063  HISTORY     - Date     Condition        Report By
 SS0063  HISTORY     - 1931     MONUMENTED       CGS
 SS0063  HISTORY     - 1961     GOOD             NGS
 SS0063  HISTORY     - 1980     MARK NOT FOUND   NGS
 SS0063
 SS0063                          STATION DESCRIPTION
 SS0063
 SS0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0063'0.3 MI E FROM GEYSER.
 SS0063'ABOUT 0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0063'AT GEYSER, IN SECTION 5, T 17 N, R 10 E, 10 1/2 POLES EAST OF THE
 SS0063'STATION, 14 POLES WEST OF MILEPOST 170, 4 POLES EAST OF A ROAD
 SS0063'CROSSING, 185 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 223 FEET
 SS0063'SOUTHWEST OF A SWITCH STAND AT THE EAST END OF A SIDE TRACK, 130 FEET
 SS0063'SOUTHEAST OF THE 10TH POLE EAST OF THE STATION, 2 FEET NORTH OF A
 SS0063'FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SS0063'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 SS0063
 SS0063                          STATION RECOVERY (1980)
 SS0063
 SS0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0063'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 SS0063'THERE HAS BEEN RAILROAD CONSTRUCTION IN THE AREA AND THE MARK WAS
 SS0063'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0363 ***********************************************************************
 RV0363  DESIGNATION -  D 42
 RV0363  PID         -  RV0363
 RV0363  STATE/COUNTY-  MT/JUDITH BASIN
 RV0363  USGS QUAD   -  SIPPLE (1970)
 RV0363
 RV0363                         *CURRENT SURVEY CONTROL
 RV0363  ___________________________________________________________________
 RV0363* NAD 83(1986)-  46 53 53.     (N)    109 47 30.     (W)     SCALED    
 RV0363* NAVD 88     -      1262.656  (meters)    4142.56   (feet)  ADJUSTED  
 RV0363  ___________________________________________________________________
 RV0363  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 RV0363  DYNAMIC HT  -        1262.448 (meters)    4141.88  (feet)  COMP
 RV0363  MODELED GRAV-     980,404.9   (mgal)                       NAVD 88
 RV0363
 RV0363  VERT ORDER  -  FIRST     CLASS II
 RV0363
 RV0363.The horizontal coordinates were scaled from a topographic map and have
 RV0363.an estimated accuracy of +/- 6 seconds.
 RV0363
 RV0363.The orthometric height was determined by differential leveling
 RV0363.and adjusted by the National Geodetic Survey in June 1991..
 RV0363.WARNING-Repeat measurements at this control monument indicate possible
 RV0363.vertical movement.
 RV0363
 RV0363.The geoid height was determined by GEOID03.
 RV0363
 RV0363.The dynamic height is computed by dividing the NAVD 88
 RV0363.geopotential number by the normal gravity value computed on the
 RV0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0363.degrees latitude (g = 980.6199 gals.).
 RV0363
 RV0363.The modeled gravity was interpolated from observed gravity values.
 RV0363
 RV0363;                    North         East    Units  Estimated Accuracy
 RV0363;SPC MT       -   294,290.      577,790.      MT  (+/- 180 meters Scaled)
 RV0363
 RV0363                          SUPERSEDED SURVEY CONTROL
 RV0363
 RV0363  NGVD 29 (??/??/92) 1261.712  (m)         4139.47   (f) ADJ UNCH    1 2
 RV0363
 RV0363.Superseded values are not recommended for survey control.
 RV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0363.See file dsdata.txt to determine how the superseded data were derived.
 RV0363
 RV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS920945(NAD 83)
 RV0363_MARKER: DB = BENCH MARK DISK
 RV0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0363_STAMPING: D 42 1931
 RV0363_MARK LOGO: CGS   
 RV0363_PROJECTION: FLUSH
 RV0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0363+STABILITY: SURFACE MOTION
 RV0363
 RV0363  HISTORY     - Date     Condition        Report By
 RV0363  HISTORY     - 1931     MONUMENTED       CGS
 RV0363  HISTORY     - 1961     GOOD             NGS
 RV0363  HISTORY     - 1980     GOOD             NGS
 RV0363
 RV0363                          STATION DESCRIPTION
 RV0363
 RV0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0363'5.9 MI N FROM BUFFALO.
 RV0363'ABOUT 5.9 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0363'STATION SIGN AT BUFFALO, OR 9.55 MILES SOUTHEAST ALONG THE GREAT
 RV0363'NORTHERN RAILWAY FROM THE STATION AT HOBSON, IN SECTION 11, T 13 N, R
 RV0363'15 E, 10 POLES NORTH OF MILEPOST 120, 64 FEET WEST OF THE WEST RAIL,
 RV0363'66 FEET WEST OF THE CENTER OF A ROAD CROSSING, 138 FEET SOUTH OF THE
 RV0363'SOUTHWEST CORNER OF A SMALL WHITE BUILDING, 10 FEET SOUTHWEST OF A
 RV0363'TELEPHONE POLE, 26 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 RV0363'ROAD, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RV0363'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RV0363
 RV0363                          STATION RECOVERY (1980)
 RV0363
 RV0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0363'9.8 KM (6.1 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF U.S.
 RV0363'HIGHWAYS 87 AND 191 IN EDDIES CORNER, THENCE 2.0 KM (1.25 MI) WEST
 RV0363'ALONG A GRAVEL ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A GRAVEL
 RV0363'ROAD, THENCE 0.1 KM (0.05 MI) WEST ALONG A GRAVEL ROAD, 42.1 METERS
 RV0363'(138.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A WHITE WOODEN BUILDING,
 RV0363'19.5 METERS (64.0 FT) WEST OF THE WEST RAIL OF THE GREAT NORTHERN
 RV0363'RAILROAD, 7.9 METERS (26.0 FT) NORTHWEST OF THE CENTER OF THE ROAD AND
 RV0363'3.0 METERS (10.0 FT) SOUTH OF A UTILITY POLE.
 RV0363'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RV0363'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0303 ***********************************************************************
 TL0303  DESIGNATION -  D 422
 TL0303  PID         -  TL0303
 TL0303  STATE/COUNTY-  MT/TOOLE
 TL0303  USGS QUAD   -  VIRDEN (1986)
 TL0303
 TL0303                         *CURRENT SURVEY CONTROL
 TL0303  ___________________________________________________________________
 TL0303* NAD 83(1986)-  48 31 57.     (N)    111 58 13.     (W)     SCALED    
 TL0303* NAVD 88     -      1030.169  (meters)    3379.81   (feet)  ADJUSTED  
 TL0303  ___________________________________________________________________
 TL0303  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 TL0303  DYNAMIC HT  -        1030.228 (meters)    3380.01  (feet)  COMP
 TL0303  MODELED GRAV-     980,633.0   (mgal)                       NAVD 88
 TL0303
 TL0303  VERT ORDER  -  FIRST     CLASS II
 TL0303
 TL0303.The horizontal coordinates were scaled from a topographic map and have
 TL0303.an estimated accuracy of +/- 6 seconds.
 TL0303
 TL0303.The orthometric height was determined by differential leveling
 TL0303.and adjusted by the National Geodetic Survey in June 1991..
 TL0303
 TL0303.The geoid height was determined by GEOID03.
 TL0303
 TL0303.The dynamic height is computed by dividing the NAVD 88
 TL0303.geopotential number by the normal gravity value computed on the
 TL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0303.degrees latitude (g = 980.6199 gals.).
 TL0303
 TL0303.The modeled gravity was interpolated from observed gravity values.
 TL0303
 TL0303;                    North         East    Units  Estimated Accuracy
 TL0303;SPC MT       -   478,760.      417,640.      MT  (+/- 180 meters Scaled)
 TL0303
 TL0303                          SUPERSEDED SURVEY CONTROL
 TL0303
 TL0303.No superseded survey control is available for this station.
 TL0303
 TL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU283759(NAD 83)
 TL0303_MARKER: DB = BENCH MARK DISK
 TL0303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0303_SP_SET: STAINLESS STEEL ROD
 TL0303_STAMPING: D 422 1978
 TL0303_PROJECTION: PROJECTING 13 CENTIMETERS
 TL0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0303_ROD/PIPE-DEPTH: 7.32 meters
 TL0303
 TL0303  HISTORY     - Date     Condition        Report By
 TL0303  HISTORY     - 1978     MONUMENTED       NGS
 TL0303
 TL0303                          STATION DESCRIPTION
 TL0303
 TL0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0303'4.5 MI WEST FROM SHELBY.
 TL0303'4.5 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TL0303'SHELBY, O.1 MILE WEST OF HIGHWAY MILE POST 274 AND NEAR THE
 TL0303'EAST END OF A PULL-OFF ON THE SOUTH SIDE OF THE HIGHWAY.  LOCATED ON
 TL0303'THE NORTH EDGE OF A RAVINE ABOVE A WATER HOLE, 0.1 MILE WEST OF 72
 TL0303'INCH CULVERT, 81 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 TL0303'NORTH OF A FENCE LINE AND 2 FEET WEST OF A WITNESS POST.  DISK IS
 TL0303'2 INCHES ABOVE THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 TL0303'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0653 ***********************************************************************
 TM0653  DESIGNATION -  D 423
 TM0653  PID         -  TM0653
 TM0653  STATE/COUNTY-  MT/GLACIER
 TM0653  USGS QUAD   -  SQUAW BUTTES (1966)
 TM0653
 TM0653                         *CURRENT SURVEY CONTROL
 TM0653  ___________________________________________________________________
 TM0653* NAD 83(1986)-  48 37 26.     (N)    112 25 58.     (W)     SCALED    
 TM0653* NAVD 88     -      1193.504  (meters)    3915.69   (feet)  ADJUSTED  
 TM0653  ___________________________________________________________________
 TM0653  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 TM0653  DYNAMIC HT  -        1193.531 (meters)    3915.78  (feet)  COMP
 TM0653  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 TM0653
 TM0653  VERT ORDER  -  FIRST     CLASS II
 TM0653
 TM0653.The horizontal coordinates were scaled from a topographic map and have
 TM0653.an estimated accuracy of +/- 6 seconds.
 TM0653
 TM0653.The orthometric height was determined by differential leveling
 TM0653.and adjusted by the National Geodetic Survey in June 1991..
 TM0653
 TM0653.The geoid height was determined by GEOID03.
 TM0653
 TM0653.The dynamic height is computed by dividing the NAVD 88
 TM0653.geopotential number by the normal gravity value computed on the
 TM0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0653.degrees latitude (g = 980.6199 gals.).
 TM0653
 TM0653.The modeled gravity was interpolated from observed gravity values.
 TM0653
 TM0653;                    North         East    Units  Estimated Accuracy
 TM0653;SPC MT       -   490,090.      383,890.      MT  (+/- 180 meters Scaled)
 TM0653
 TM0653                          SUPERSEDED SURVEY CONTROL
 TM0653
 TM0653.No superseded survey control is available for this station.
 TM0653
 TM0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU944866(NAD 83)
 TM0653_MARKER: DB = BENCH MARK DISK
 TM0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0653_SP_SET: STAINLESS STEEL ROD
 TM0653_STAMPING: D 423 1978
 TM0653_PROJECTION: PROJECTING 13 CENTIMETERS
 TM0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0653_ROD/PIPE-DEPTH: 7.32 meters
 TM0653
 TM0653  HISTORY     - Date     Condition        Report By
 TM0653  HISTORY     - 1978     MONUMENTED       NGS
 TM0653
 TM0653                          STATION DESCRIPTION
 TM0653
 TM0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0653'4.0 MI WEST FROM CUT BANK.
 TM0653'ABOUT 4.0 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK
 TM0653'RIVER IN CUT BANK.  STATION IS LOCATED AT HIGHWAY MILE POST 250
 TM0653'MIDWAY BETWEEN THE EAST END OF A WIRE GATE AND A TELEPHONE, AND
 TM0653'SOUTHWEST ACROSS THE HIGHWAY FROM A FARM HOUSE, 25 FEET SOUTH OF THE
 TM0653'CENTERLINE OF HIGHWAY 2, 13 FEET EAST OF THE EAST END OF THE WIRE
 TM0653'GATE, 1 FOOT WEST OF THE TELEPHONE POLE, 1 FOOT NORTH OF THE FENCE
 TM0653'LINE, AND 1 FOOT EAST OF A WITNESS POST.  DISK IS 2 INCHES ABOVE THE
 TM0653'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TM0653'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0684 ***********************************************************************
 TM0684  DESIGNATION -  D 424
 TM0684  PID         -  TM0684
 TM0684  STATE/COUNTY-  MT/GLACIER
 TM0684  USGS QUAD   -  BROWNING (1968)
 TM0684
 TM0684                         *CURRENT SURVEY CONTROL
 TM0684  ___________________________________________________________________
 TM0684* NAD 83(1986)-  48 32 27.     (N)    113 00 03.     (W)     SCALED    
 TM0684* NAVD 88     -      1347.726  (meters)    4421.66   (feet)  ADJUSTED  
 TM0684  ___________________________________________________________________
 TM0684  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 TM0684  DYNAMIC HT  -        1347.689 (meters)    4421.54  (feet)  COMP
 TM0684  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 TM0684
 TM0684  VERT ORDER  -  FIRST     CLASS II
 TM0684
 TM0684.The horizontal coordinates were scaled from a topographic map and have
 TM0684.an estimated accuracy of +/- 6 seconds.
 TM0684
 TM0684.The orthometric height was determined by differential leveling
 TM0684.and adjusted by the National Geodetic Survey in June 1991..
 TM0684
 TM0684.The geoid height was determined by GEOID03.
 TM0684
 TM0684.The dynamic height is computed by dividing the NAVD 88
 TM0684.geopotential number by the normal gravity value computed on the
 TM0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0684.degrees latitude (g = 980.6199 gals.).
 TM0684
 TM0684.The modeled gravity was interpolated from observed gravity values.
 TM0684
 TM0684;                    North         East    Units  Estimated Accuracy
 TM0684;SPC MT       -   482,590.      341,640.      MT  (+/- 180 meters Scaled)
 TM0684
 TM0684                          SUPERSEDED SURVEY CONTROL
 TM0684
 TM0684.No superseded survey control is available for this station.
 TM0684
 TM0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU523783(NAD 83)
 TM0684_MARKER: DB = BENCH MARK DISK
 TM0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0684_SP_SET: STAINLESS STEEL ROD
 TM0684_STAMPING: D 424 1978
 TM0684_PROJECTION: PROJECTING 10 CENTIMETERS
 TM0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0684_ROD/PIPE-DEPTH: 1.83 meters
 TM0684
 TM0684  HISTORY     - Date     Condition        Report By
 TM0684  HISTORY     - 1978     MONUMENTED       NGS
 TM0684
 TM0684                          STATION DESCRIPTION
 TM0684
 TM0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0684'1.8 MI EAST FROM BROWNING.
 TM0684'ABOUT 1.85 MILES EAST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM
 TM0684'IN BROWNING.  AT A HISTORICAL MARKER PULL-OFF ON THE NORTH SIDE OF
 TM0684'THE HIGHWAY, 35 FEET NORTH OF THE CENTERLINE OF HIGHWAY 2, 1 FOOT
 TM0684'WEST OF THE WEST END OF THE HISTORICAL MARKER, AND 13 FEET SOUTH OF
 TM0684'A FENCE LINE.  ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 6 FEET, DISK IS
 TM0684'2 INCHES ABOVE THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 TM0684'PLASTIC SCREW PLUG.
 TM0684'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0699 ***********************************************************************
 RX0699  DESIGNATION -  D 425
 RX0699  PID         -  RX0699
 RX0699  STATE/COUNTY-  MT/MISSOULA
 RX0699  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0699
 RX0699                         *CURRENT SURVEY CONTROL
 RX0699  ___________________________________________________________________
 RX0699* NAD 83(1986)-  46 52 28.     (N)    113 59 52.     (W)     SCALED    
 RX0699* NAVD 88     -       979.914  (meters)    3214.93   (feet)  ADJUSTED  
 RX0699  ___________________________________________________________________
 RX0699  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 RX0699  DYNAMIC HT  -         979.768 (meters)    3214.46  (feet)  COMP
 RX0699  MODELED GRAV-     980,433.0   (mgal)                       NAVD 88
 RX0699
 RX0699  VERT ORDER  -  FIRST     CLASS II
 RX0699
 RX0699.The horizontal coordinates were scaled from a topographic map and have
 RX0699.an estimated accuracy of +/- 6 seconds.
 RX0699
 RX0699.The orthometric height was determined by differential leveling
 RX0699.and adjusted by the National Geodetic Survey in June 1991..
 RX0699
 RX0699.The geoid height was determined by GEOID03.
 RX0699
 RX0699.The dynamic height is computed by dividing the NAVD 88
 RX0699.geopotential number by the normal gravity value computed on the
 RX0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0699.degrees latitude (g = 980.6199 gals.).
 RX0699
 RX0699.The modeled gravity was interpolated from observed gravity values.
 RX0699
 RX0699;                    North         East    Units  Estimated Accuracy
 RX0699;SPC MT       -   301,460.      257,510.      MT  (+/- 180 meters Scaled)
 RX0699
 RX0699                          SUPERSEDED SURVEY CONTROL
 RX0699
 RX0699.No superseded survey control is available for this station.
 RX0699
 RX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS715955(NAD 83)
 RX0699_MARKER: DB = BENCH MARK DISK
 RX0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0699_SP_SET: CHURCH
 RX0699_STAMPING: D 425 1978
 RX0699_MARK LOGO: NGS   
 RX0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RX0699+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 RX0699
 RX0699  HISTORY     - Date     Condition        Report By
 RX0699  HISTORY     - 1978     MONUMENTED       NGS
 RX0699  HISTORY     - 1980     GOOD             NGS
 RX0699  HISTORY     - 20020611 GOOD             INDIV
 RX0699  HISTORY     - 20050716 GOOD             GEOCAC
 RX0699
 RX0699                          STATION DESCRIPTION
 RX0699
 RX0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RX0699'IN MISSOULA.
 RX0699'IN THE FOUNDATION OF THE SINGLE DOOR ENTRANCE WEST OF THE MAIN
 RX0699'ENTRANCE AT THE ST. FRANCIS XAVIER CHURCH, LOCATED AT THE
 RX0699'INTERSECTION OF WEST PINE STREET AND NORTH ORANGE STREET, 18 FEET
 RX0699'WEST OF THE EXTENDED CENTERLINE OF THE MAIN ENTRANCE, 19 FEET
 RX0699'NORTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH.
 RX0699'THE MARK IS 6 FT ABOVE GROUND.
 RX0699
 RX0699                          STATION RECOVERY (1980)
 RX0699
 RX0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0699'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
 RX0699
 RX0699                          STATION RECOVERY (2002)
 RX0699
 RX0699'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JSM)
 RX0699'RECOVERED IN GOOD CONDITION.
 RX0699
 RX0699                          STATION RECOVERY (2005)
 RX0699
 RX0699'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RX0699'HANDHELD COORDINATES ARE N46-52-29.16 W113-59-52.68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0714 ***********************************************************************
 TM0714  DESIGNATION -  D 426
 TM0714  PID         -  TM0714
 TM0714  STATE/COUNTY-  MT/GLACIER
 TM0714  USGS QUAD   -  SQUAW MOUNTAIN (1995)
 TM0714
 TM0714                         *CURRENT SURVEY CONTROL
 TM0714  ___________________________________________________________________
 TM0714* NAD 83(1986)-  48 22 33.     (N)    113 16 36.     (W)     SCALED    
 TM0714* NAVD 88     -      1548.712  (meters)    5081.07   (feet)  ADJUSTED  
 TM0714  ___________________________________________________________________
 TM0714  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 TM0714  DYNAMIC HT  -        1548.594 (meters)    5080.68  (feet)  COMP
 TM0714  MODELED GRAV-     980,479.3   (mgal)                       NAVD 88
 TM0714
 TM0714  VERT ORDER  -  FIRST     CLASS II
 TM0714
 TM0714.The horizontal coordinates were scaled from a topographic map and have
 TM0714.an estimated accuracy of +/- 6 seconds.
 TM0714
 TM0714.The orthometric height was determined by differential leveling
 TM0714.and adjusted by the National Geodetic Survey in June 1991..
 TM0714
 TM0714.The geoid height was determined by GEOID03.
 TM0714
 TM0714.The dynamic height is computed by dividing the NAVD 88
 TM0714.geopotential number by the normal gravity value computed on the
 TM0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0714.degrees latitude (g = 980.6199 gals.).
 TM0714
 TM0714.The modeled gravity was interpolated from observed gravity values.
 TM0714
 TM0714;                    North         East    Units  Estimated Accuracy
 TM0714;SPC MT       -   465,210.      320,420.      MT  (+/- 180 meters Scaled)
 TM0714
 TM0714                          SUPERSEDED SURVEY CONTROL
 TM0714
 TM0714.No superseded survey control is available for this station.
 TM0714
 TM0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU314605(NAD 83)
 TM0714_MARKER: DB = BENCH MARK DISK
 TM0714_SETTING: 66 = SET IN ROCK OUTCROP
 TM0714_SP_SET: ROCK OUTCROP
 TM0714_STAMPING: D 426 1978
 TM0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0714+STABILITY: POSITION/ELEVATION WELL
 TM0714
 TM0714  HISTORY     - Date     Condition        Report By
 TM0714  HISTORY     - 1978     MONUMENTED       NGS
 TM0714
 TM0714                          STATION DESCRIPTION
 TM0714
 TM0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0714'6.0 MI SW FROM EAST GLACIER.
 TM0714'6.0 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0714'EAST GLACIER.  SET IN THE LOWER END OF A 10X5 FEET PORTION OF OUTCROP
 TM0714'IN A CUTBANK ON THE EAST SIDE OF THE HIGHWAY, 0.3 MILE NORTH OF
 TM0714'HIGHWAY MILE POST 203, 120 FEET SOUTH OF THE CENTERLINE OF A
 TM0714'DRIVEWAY AND GATE TO A CABIN, 57 FEET EAST OF THE CENTERLINE OF
 TM0714'HIGHWAY 2, AND 1 FOOT WEST OF A WITNESS POST.
 TM0714'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0474 ***********************************************************************
 TL0474  DESIGNATION -  D 427
 TL0474  PID         -  TL0474
 TL0474  STATE/COUNTY-  MT/LIBERTY
 TL0474  USGS QUAD   -  TIBER (1962)
 TL0474
 TL0474                         *CURRENT SURVEY CONTROL
 TL0474  ___________________________________________________________________
 TL0474* NAD 83(1986)-  48 30 34.     (N)    111 02 16.     (W)     SCALED    
 TL0474* NAVD 88     -       976.728  (meters)    3204.48   (feet)  ADJUSTED  
 TL0474  ___________________________________________________________________
 TL0474  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 TL0474  DYNAMIC HT  -         976.812 (meters)    3204.76  (feet)  COMP
 TL0474  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 TL0474
 TL0474  VERT ORDER  -  FIRST     CLASS II
 TL0474
 TL0474.The horizontal coordinates were scaled from a topographic map and have
 TL0474.an estimated accuracy of +/- 6 seconds.
 TL0474
 TL0474.The orthometric height was determined by differential leveling
 TL0474.and adjusted by the National Geodetic Survey in June 1991..
 TL0474
 TL0474.The geoid height was determined by GEOID03.
 TL0474
 TL0474.The dynamic height is computed by dividing the NAVD 88
 TL0474.geopotential number by the normal gravity value computed on the
 TL0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0474.degrees latitude (g = 980.6199 gals.).
 TL0474
 TL0474.The modeled gravity was interpolated from observed gravity values.
 TL0474
 TL0474;                    North         East    Units  Estimated Accuracy
 TL0474;SPC MT       -   474,440.      486,410.      MT  (+/- 180 meters Scaled)
 TL0474
 TL0474                          SUPERSEDED SURVEY CONTROL
 TL0474
 TL0474.No superseded survey control is available for this station.
 TL0474
 TL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU972729(NAD 83)
 TL0474_MARKER: DB = BENCH MARK DISK
 TL0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0474_SP_SET: STAINLESS STEEL ROD
 TL0474_STAMPING: D 427 1979
 TL0474_PROJECTION: FLUSH
 TL0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0474_ROD/PIPE-DEPTH: 6.10 meters
 TL0474
 TL0474  HISTORY     - Date     Condition        Report By
 TL0474  HISTORY     - 1979     MONUMENTED       NGS
 TL0474
 TL0474                          STATION DESCRIPTION
 TL0474
 TL0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0474'2.4 MI WEST FROM CHESTER.
 TL0474'2.4 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0474'IN CHESTER, 100.2 FEET EAST OF THE CENTER OF A DIRT ROAD LEADING
 TL0474'NORTH ACROSS THE RAILROAD TRACKS, 93.8 FEET NORTH OF THE CENTER
 TL0474'OF THE HIGHWAY, 47.1 FEET SOUTH AND ACROSS THE TRACKS FROM UTILITY
 TL0474'POLE NUMBER A 72 AND 33.1 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT
 TL0474'NORTHERN RAILROAD.
 TL0474'THE MARK IS 2 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0427 ***********************************************************************
 TN0427  DESIGNATION -  D 428
 TN0427  PID         -  TN0427
 TN0427  STATE/COUNTY-  MT/FLATHEAD
 TN0427  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0427
 TN0427                         *CURRENT SURVEY CONTROL
 TN0427  ___________________________________________________________________
 TN0427* NAD 83(1986)-  48 19 39.     (N)    114 14 11.     (W)     SCALED    
 TN0427* NAVD 88     -       907.601  (meters)    2977.69   (feet)  ADJUSTED  
 TN0427  ___________________________________________________________________
 TN0427  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TN0427  DYNAMIC HT  -         907.585 (meters)    2977.64  (feet)  COMP
 TN0427  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 TN0427
 TN0427  VERT ORDER  -  FIRST     CLASS II
 TN0427
 TN0427.The horizontal coordinates were scaled from a topographic map and have
 TN0427.an estimated accuracy of +/- 6 seconds.
 TN0427
 TN0427.The orthometric height was determined by differential leveling
 TN0427.and adjusted by the National Geodetic Survey in June 1991..
 TN0427
 TN0427.The geoid height was determined by GEOID03.
 TN0427
 TN0427.The dynamic height is computed by dividing the NAVD 88
 TN0427.geopotential number by the normal gravity value computed on the
 TN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0427.degrees latitude (g = 980.6199 gals.).
 TN0427
 TN0427.The modeled gravity was interpolated from observed gravity values.
 TN0427
 TN0427;                    North         East    Units  Estimated Accuracy
 TN0427;SPC MT       -   463,710.      249,120.      MT  (+/- 180 meters Scaled)
 TN0427
 TN0427                          SUPERSEDED SURVEY CONTROL
 TN0427
 TN0427.No superseded survey control is available for this station.
 TN0427
 TN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP048563(NAD 83)
 TN0427_MARKER: DB = BENCH MARK DISK
 TN0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0427_SP_SET: STAINLESS STEEL ROD
 TN0427_STAMPING: D 428 1979
 TN0427_PROJECTION: FLUSH
 TN0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0427_ROD/PIPE-DEPTH: 3.66 meters
 TN0427
 TN0427  HISTORY     - Date     Condition        Report By
 TN0427  HISTORY     - 1979     MONUMENTED       NGS
 TN0427
 TN0427                          STATION DESCRIPTION
 TN0427
 TN0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0427'4.0 MI SW FROM COLUMBIA FALLS.
 TN0427'0.75 MILE SOUTH ALONG VETERAN DRIVE FROM THE JUNCTION OF STATE
 TN0427'HIGHWAY 40 AND THE BURLINGTON NORTHERN RAILROAD IN COLUMBIA FALLS,
 TN0427'THENCE 0.4 MILE WEST ALONG TALBOT DRIVE, THENCE 1.05 MILE SOUTH ALONG
 TN0427'HILLTOP DRIVE, THENCE 1.85 MILES SOUTH ALONG JELLISON ROAD, SET ON
 TN0427'THE NORTHWEST CORNER OF THE JUNCTION OF JELLISON ROAD AND WISHORT ROAD
 TN0427'ALSO 0.3 MILE SOUTHWEST OF RAILROAD MILE POLE 1216, 39 FEET EAST OF
 TN0427'THE EAST RAIL, 30 FEET NORTH OF THE CENTERLINE OF WISHORT ROAD, 32
 TN0427'FEET NORTHWEST OF THE JUNCTION OF THE CENTERLINES, 27 FEET EAST OF THE
 TN0427'CENTERLINE OF JELLISON ROAD, 6 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 TN0427'SOUTH OF A STREET SIGN AND 2 FEET BELOW THE TRACKS.
 TN0427'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 TN0427'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1308 ***********************************************************************
 SS1308  DESIGNATION -  D 429
 SS1308  PID         -  SS1308
 SS1308  STATE/COUNTY-  MT/TETON
 SS1308  USGS QUAD   -  COLLINS (1987)
 SS1308
 SS1308                         *CURRENT SURVEY CONTROL
 SS1308  ___________________________________________________________________
 SS1308* NAD 83(1986)-  47 57 50.     (N)    111 45 27.     (W)     SCALED    
 SS1308* NAVD 88     -      1066.454  (meters)    3498.86   (feet)  ADJUSTED  
 SS1308  ___________________________________________________________________
 SS1308  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SS1308  DYNAMIC HT  -        1066.436 (meters)    3498.80  (feet)  COMP
 SS1308  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 SS1308
 SS1308  VERT ORDER  -  FIRST     CLASS II
 SS1308
 SS1308.The horizontal coordinates were scaled from a topographic map and have
 SS1308.an estimated accuracy of +/- 6 seconds.
 SS1308
 SS1308.The orthometric height was determined by differential leveling
 SS1308.and adjusted by the National Geodetic Survey in June 1991..
 SS1308
 SS1308.The geoid height was determined by GEOID03.
 SS1308
 SS1308.The dynamic height is computed by dividing the NAVD 88
 SS1308.geopotential number by the normal gravity value computed on the
 SS1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1308.degrees latitude (g = 980.6199 gals.).
 SS1308
 SS1308.The modeled gravity was interpolated from observed gravity values.
 SS1308
 SS1308;                    North         East    Units  Estimated Accuracy
 SS1308;SPC MT       -   415,110.      431,520.      MT  (+/- 180 meters Scaled)
 SS1308
 SS1308                          SUPERSEDED SURVEY CONTROL
 SS1308
 SS1308.No superseded survey control is available for this station.
 SS1308
 SS1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU434125(NAD 83)
 SS1308_MARKER: DB = BENCH MARK DISK
 SS1308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1308_SP_SET: STAINLESS STEEL ROD
 SS1308_STAMPING: D 429 1979
 SS1308_PROJECTION: FLUSH
 SS1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1308_ROD/PIPE-DEPTH: 4.57 meters
 SS1308
 SS1308  HISTORY     - Date     Condition        Report By
 SS1308  HISTORY     - 1979     MONUMENTED       NGS
 SS1308
 SS1308                          STATION DESCRIPTION
 SS1308
 SS1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1308'6.2 MI SOUTH FROM BRADY.
 SS1308'6.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE STATE HIGHWAY
 SS1308'365 OVERPASS IN BRADY, 198 FEET SOUTH OF A 4X4 INCH BY 2 FOOT STATE
 SS1308'HIGHWAY STATION MARK, 192 FEET WEST OF AND ACROSS THE HIGHWAY FROM
 SS1308'MILE MARKER NUMBER 322, 54 FEET WEST OF THE CENTERLINE OF THE SOUTH
 SS1308'BOUND LANES OF THE HIGHWAY, AND 1.2 FEET EAST OF A FENCE.  NOTE=
 SS1308'REFUSAL WAS REACHED AT 15 FEET.  ACCESS TO DISK IS THROUGH A 4 INCH
 SS1308'PLASTIC SCREW PLUG.
 SS1308'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SS1308'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0211 ***********************************************************************
 RV0211  DESIGNATION -  D 43
 RV0211  PID         -  RV0211
 RV0211  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0211  USGS QUAD   -  WALLUM (1986)
 RV0211
 RV0211                         *CURRENT SURVEY CONTROL
 RV0211  ___________________________________________________________________
 RV0211* NAD 83(1986)-  46 22 59.     (N)    109 17 39.     (W)     SCALED    
 RV0211* NAVD 88     -      1143.895  (meters)    3752.93   (feet)  ADJUSTED  
 RV0211  ___________________________________________________________________
 RV0211  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 RV0211  DYNAMIC HT  -        1143.706 (meters)    3752.31  (feet)  COMP
 RV0211  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 RV0211
 RV0211  VERT ORDER  -  FIRST     CLASS II
 RV0211
 RV0211.The horizontal coordinates were scaled from a topographic map and have
 RV0211.an estimated accuracy of +/- 6 seconds.
 RV0211
 RV0211.The orthometric height was determined by differential leveling
 RV0211.and adjusted by the National Geodetic Survey in June 1991..
 RV0211.WARNING-Repeat measurements at this control monument indicate possible
 RV0211.vertical movement.
 RV0211
 RV0211.The geoid height was determined by GEOID03.
 RV0211
 RV0211.The dynamic height is computed by dividing the NAVD 88
 RV0211.geopotential number by the normal gravity value computed on the
 RV0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0211.degrees latitude (g = 980.6199 gals.).
 RV0211
 RV0211.The modeled gravity was interpolated from observed gravity values.
 RV0211
 RV0211;                    North         East    Units  Estimated Accuracy
 RV0211;SPC MT       -   237,060.      615,830.      MT  (+/- 180 meters Scaled)
 RV0211
 RV0211                          SUPERSEDED SURVEY CONTROL
 RV0211
 RV0211  NGVD 29 (??/??/92) 1143.042  (m)         3750.13   (f) ADJ UNCH    1 2
 RV0211
 RV0211.Superseded values are not recommended for survey control.
 RV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0211.See file dsdata.txt to determine how the superseded data were derived.
 RV0211
 RV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS311380(NAD 83)
 RV0211_MARKER: DB = BENCH MARK DISK
 RV0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0211_STAMPING: D 43 1931
 RV0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0211+STABILITY: SURFACE MOTION
 RV0211
 RV0211  HISTORY     - Date     Condition        Report By
 RV0211  HISTORY     - 1931     MONUMENTED       CGS
 RV0211  HISTORY     - 1962     GOOD             NGS
 RV0211
 RV0211                          STATION DESCRIPTION
 RV0211
 RV0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0211'1.35 MI NW FROM FRANKLIN.
 RV0211'1.35 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0211'CROSSING AT FRANKLIN, 0.25 MILE EAST-SOUTHEAST OF BRIDGE 70.8, 106
 RV0211'FEET NORTH-NORTHEAST OF THE NEAR RAIL, 2.5 FEET NORTH-NORTHEAST OF A
 RV0211'FENCE, 0.5 FOOT SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 RV0211'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 RV0211'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1279 ***********************************************************************
 SS1279  DESIGNATION -  D 430
 SS1279  PID         -  SS1279
 SS1279  STATE/COUNTY-  MT/CASCADE
 SS1279  USGS QUAD   -  VAUGHN (1994)
 SS1279
 SS1279                         *CURRENT SURVEY CONTROL
 SS1279  ___________________________________________________________________
 SS1279* NAD 83(1986)-  47 36 14.     (N)    111 34 17.     (W)     SCALED    
 SS1279* NAVD 88     -      1070.988  (meters)    3513.73   (feet)  ADJUSTED  
 SS1279  ___________________________________________________________________
 SS1279  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS1279  DYNAMIC HT  -        1070.930 (meters)    3513.54  (feet)  COMP
 SS1279  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 SS1279
 SS1279  VERT ORDER  -  FIRST     CLASS II
 SS1279
 SS1279.The horizontal coordinates were scaled from a topographic map and have
 SS1279.an estimated accuracy of +/- 6 seconds.
 SS1279
 SS1279.The orthometric height was determined by differential leveling
 SS1279.and adjusted by the National Geodetic Survey in June 1991..
 SS1279
 SS1279.The geoid height was determined by GEOID03.
 SS1279
 SS1279.The dynamic height is computed by dividing the NAVD 88
 SS1279.geopotential number by the normal gravity value computed on the
 SS1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1279.degrees latitude (g = 980.6199 gals.).
 SS1279
 SS1279.The modeled gravity was interpolated from observed gravity values.
 SS1279
 SS1279;                    North         East    Units  Estimated Accuracy
 SS1279;SPC MT       -   374,730.      444,350.      MT  (+/- 180 meters Scaled)
 SS1279
 SS1279                          SUPERSEDED SURVEY CONTROL
 SS1279
 SS1279.No superseded survey control is available for this station.
 SS1279
 SS1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT570724(NAD 83)
 SS1279_MARKER: DB = BENCH MARK DISK
 SS1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1279_SP_SET: STAINLESS STEEL ROD
 SS1279_STAMPING: D 430 1979
 SS1279_PROJECTION: FLUSH
 SS1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1279_ROD/PIPE-DEPTH: 7.62 meters
 SS1279
 SS1279  HISTORY     - Date     Condition        Report By
 SS1279  HISTORY     - 1979     MONUMENTED       NGS
 SS1279
 SS1279                          STATION DESCRIPTION
 SS1279
 SS1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1279'3.6 MI NORTH FROM VAUGHN.
 SS1279'3.6 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM U.S. HIGHWAY 89 AND
 SS1279'EXIT 290 OVERPASS LEADING INTO VAUGHN, 76 FEET SOUTHWEST OF MILE
 SS1279'MARKER NUMBER 294, 69 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 SS1279'LANES OF THE HIGHWAY, 24.3 FEET NORTH OF A 4X4 INCH BY 2 FOOT STATE
 SS1279'HIGHWAY STATION MARK NUMBER 138+00, AND 1.8 FEET EAST OF A FENCE.
 SS1279'NOTE=ACCESS TO DISK IS THROUGH A 4 INCH PLASTIC SCREW PLUG.
 SS1279'THE MARK IS 1.9 FT  S FROM A WITNESS POST.
 SS1279'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0411 ***********************************************************************
 TL0411  DESIGNATION -  D 431
 TL0411  PID         -  TL0411
 TL0411  STATE/COUNTY-  MT/TOOLE
 TL0411  USGS QUAD   -  SUNBURST (1986)
 TL0411
 TL0411                         *CURRENT SURVEY CONTROL
 TL0411  ___________________________________________________________________
 TL0411* NAD 83(1986)-  48 58 24.     (N)    111 57 06.     (W)     SCALED    
 TL0411* NAVD 88     -      1111.278  (meters)    3645.92   (feet)  ADJUSTED  
 TL0411  ___________________________________________________________________
 TL0411  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 TL0411  DYNAMIC HT  -        1111.394 (meters)    3646.30  (feet)  COMP
 TL0411  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 TL0411
 TL0411  VERT ORDER  -  FIRST     CLASS II
 TL0411
 TL0411.The horizontal coordinates were scaled from a topographic map and have
 TL0411.an estimated accuracy of +/- 6 seconds.
 TL0411
 TL0411.The orthometric height was determined by differential leveling
 TL0411.and adjusted by the National Geodetic Survey in June 1991..
 TL0411
 TL0411.The geoid height was determined by GEOID03.
 TL0411
 TL0411.The dynamic height is computed by dividing the NAVD 88
 TL0411.geopotential number by the normal gravity value computed on the
 TL0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0411.degrees latitude (g = 980.6199 gals.).
 TL0411
 TL0411.The modeled gravity was interpolated from observed gravity values.
 TL0411
 TL0411;                    North         East    Units  Estimated Accuracy
 TL0411;SPC MT       -   527,710.      420,540.      MT  (+/- 180 meters Scaled)
 TL0411
 TL0411                          SUPERSEDED SURVEY CONTROL
 TL0411
 TL0411.No superseded survey control is available for this station.
 TL0411
 TL0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV303249(NAD 83)
 TL0411_MARKER: DB = BENCH MARK DISK
 TL0411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0411_SP_SET: STAINLESS STEEL ROD
 TL0411_STAMPING: D 431 1978
 TL0411_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0411_ROD/PIPE-DEPTH: 4.88 meters
 TL0411
 TL0411  HISTORY     - Date     Condition        Report By
 TL0411  HISTORY     - 1978     MONUMENTED       NGS
 TL0411
 TL0411                          STATION DESCRIPTION
 TL0411
 TL0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0411'1.8 MI SOUTH FROM SWEETGRASS.
 TL0411'1.8 MILES SOUTH ALONG INTERSTATE 15 FROM THE UNITED STATES-CANADA
 TL0411'BORDER IN SWEETGRASS.  AT THE SOUTH END OF A CUT AND THE NORTH END OF
 TL0411'A VALLEY, 0.3 MILE NORTH OF MILE POST 396, 132 FEET EAST OF THE
 TL0411'CENTERLINE OF THE NORTH BOUND LANE OF INTERSTATE 15, 2.4 FEET SOUTH
 TL0411'OF THE MONTANA STATE HIGHWAY RIGHT OF WAY REFERENCE MARKER, AND 1.7
 TL0411'FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 TL0411'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0411'THE MARK IS 7 FT BELOW INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0375 ***********************************************************************
 TL0375  DESIGNATION -  D 432
 TL0375  PID         -  TL0375
 TL0375  STATE/COUNTY-  MT/TOOLE
 TL0375  USGS QUAD   -  OILMONT (1986)
 TL0375
 TL0375                         *CURRENT SURVEY CONTROL
 TL0375  ___________________________________________________________________
 TL0375* NAD 83(1986)-  48 40 01.     (N)    111 51 45.     (W)     SCALED    
 TL0375* NAVD 88     -      1044.418  (meters)    3426.56   (feet)  ADJUSTED  
 TL0375  ___________________________________________________________________
 TL0375  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 TL0375  DYNAMIC HT  -        1044.502 (meters)    3426.84  (feet)  COMP
 TL0375  MODELED GRAV-     980,654.8   (mgal)                       NAVD 88
 TL0375
 TL0375  VERT ORDER  -  FIRST     CLASS II
 TL0375
 TL0375.The horizontal coordinates were scaled from a topographic map and have
 TL0375.an estimated accuracy of +/- 6 seconds.
 TL0375
 TL0375.The orthometric height was determined by differential leveling
 TL0375.and adjusted by the National Geodetic Survey in June 1991..
 TL0375
 TL0375.The geoid height was determined by GEOID03.
 TL0375
 TL0375.The dynamic height is computed by dividing the NAVD 88
 TL0375.geopotential number by the normal gravity value computed on the
 TL0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0375.degrees latitude (g = 980.6199 gals.).
 TL0375
 TL0375.The modeled gravity was interpolated from observed gravity values.
 TL0375
 TL0375;                    North         East    Units  Estimated Accuracy
 TL0375;SPC MT       -   493,460.      426,040.      MT  (+/- 180 meters Scaled)
 TL0375
 TL0375                          SUPERSEDED SURVEY CONTROL
 TL0375
 TL0375.No superseded survey control is available for this station.
 TL0375
 TL0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU364907(NAD 83)
 TL0375_MARKER: DB = BENCH MARK DISK
 TL0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0375_SP_SET: STAINLESS STEEL ROD
 TL0375_STAMPING: D 432 1978
 TL0375_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0375_ROD/PIPE-DEPTH: 4.88 meters
 TL0375
 TL0375  HISTORY     - Date     Condition        Report By
 TL0375  HISTORY     - 1978     MONUMENTED       NGS
 TL0375
 TL0375                          STATION DESCRIPTION
 TL0375
 TL0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0375'10.4 MI NORTH FROM SHELBY.
 TL0375'10.4 MILES NORTH ALONG INTERSTATE 15 FROM ITS INTERSECTION WITH
 TL0375'U.S. HIGHWAY 2 IN SHELBY, AT THE SOUTHEAST CORNER OF AN INTERSECTION
 TL0375'WITH A DIRT CROSS ROAD, IN LINE WITH A ROW OF POWER LINE POLES,
 TL0375'167 FEET EAST OF THE CENTERLINE OF INTERSTATE 15, 43.5 FEET SOUTH OF
 TL0375'THE CENTERLINE OF A DIRT ROAD, 7.5 FEET WEST OF A POWER LINE POLE,
 TL0375'1.5 FEET WEST OF THE EAST RIGHT OF WAY FENCE, AND 1.0 FOOT NORTH OF
 TL0375'A WITNESS POST.  ACCESS TO DISK IS THROUGH A 4 INCH SCREW PLUG.
 TL0375'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0375'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0334 ***********************************************************************
 TL0334  DESIGNATION -  D 433
 TL0334  PID         -  TL0334
 TL0334  STATE/COUNTY-  MT/PONDERA
 TL0334  USGS QUAD   -  PIONEER SCHOOL (1967)
 TL0334
 TL0334                         *CURRENT SURVEY CONTROL
 TL0334  ___________________________________________________________________
 TL0334* NAD 83(1986)-  48 21 03.     (N)    111 56 03.     (W)     SCALED    
 TL0334* NAVD 88     -      1083.002  (meters)    3553.15   (feet)  ADJUSTED  
 TL0334  ___________________________________________________________________
 TL0334  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 TL0334  DYNAMIC HT  -        1083.032 (meters)    3553.25  (feet)  COMP
 TL0334  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 TL0334  OBS GRAVITY -     980,602.7   (mgal)                       GRAV_OBS
 TL0334
 TL0334  VERT ORDER  -  FIRST     CLASS II
 TL0334
 TL0334.The horizontal coordinates were scaled from a topographic map and have
 TL0334.an estimated accuracy of +/- 6 seconds.
 TL0334
 TL0334.The orthometric height was determined by differential leveling
 TL0334.and adjusted by the National Geodetic Survey in June 1991..
 TL0334
 TL0334.The geoid height was determined by GEOID03.
 TL0334
 TL0334.The dynamic height is computed by dividing the NAVD 88
 TL0334.geopotential number by the normal gravity value computed on the
 TL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0334.degrees latitude (g = 980.6199 gals.).
 TL0334
 TL0334.The modeled gravity was interpolated from observed gravity values.
 TL0334.The observed gravity was obtained from relative gravimeter ties
 TL0334.to the IGSN71 gravity network.
 TL0334
 TL0334;                    North         East    Units  Estimated Accuracy
 TL0334;SPC MT       -   458,490.      419,670.      MT  (+/- 180 meters Scaled)
 TL0334
 TL0334                          SUPERSEDED SURVEY CONTROL
 TL0334
 TL0334.No superseded survey control is available for this station.
 TL0334
 TL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU307557(NAD 83)
 TL0334_MARKER: DB = BENCH MARK DISK
 TL0334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0334_SP_SET: STAINLESS STEEL ROD
 TL0334_STAMPING: D 433 1978
 TL0334_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0334_ROD/PIPE-DEPTH: 7.32 meters
 TL0334
 TL0334  HISTORY     - Date     Condition        Report By
 TL0334  HISTORY     - 1978     MONUMENTED       NGS
 TL0334
 TL0334                          STATION DESCRIPTION
 TL0334
 TL0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0334'12.4 MI SOUTH FROM SHELBY.
 TL0334'12.4 MILES SOUTH ALONG INTERSTATE 15 FROM THE OVERPASS AT HIGHWAY 2
 TL0334'IN SHELBY, ALSO, 11.5 MILES NORTH ALONG INTERSTATE 15 FROM THE OVER-
 TL0334'PASS AT EXIT 339, AT MILE POST 351, 98.7 FEET WEST OF THE CENTERLINE
 TL0334'OF INTERSTATE 15 SOUTH BOUND, 0.7 FOOT EAST OF THE WEST RIGHT OF WAY
 TL0334'FENCE, AND 1.6 FEET SOUTHWEST OF MONTANA STATE HIGHWAY MARKER 890.
 TL0334'DISK IS SET LEVEL WITH THE GROUND, ACCESS IS THROUGH
 TL0334'A 4 INCH PLASTIC SCREW PLUG.
 TL0334'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TL0334'THE MARK IS 2 FT BELOW INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0449 ***********************************************************************
 TL0449  DESIGNATION -  D 434
 TL0449  PID         -  TL0449
 TL0449  STATE/COUNTY-  MT/TOOLE
 TL0449  USGS QUAD   -  DEVON (1970)
 TL0449
 TL0449                         *CURRENT SURVEY CONTROL
 TL0449  ___________________________________________________________________
 TL0449* NAD 83(1986)-  48 27 48.     (N)    111 23 03.     (W)     SCALED    
 TL0449* NAVD 88     -       951.224  (meters)    3120.81   (feet)  ADJUSTED  
 TL0449  ___________________________________________________________________
 TL0449  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 TL0449  DYNAMIC HT  -         951.304 (meters)    3121.07  (feet)  COMP
 TL0449  MODELED GRAV-     980,662.5   (mgal)                       NAVD 88
 TL0449  OBS GRAVITY -     980,662.1   (mgal)                       GRAV_OBS
 TL0449
 TL0449  VERT ORDER  -  FIRST     CLASS II
 TL0449
 TL0449.The horizontal coordinates were scaled from a topographic map and have
 TL0449.an estimated accuracy of +/- 6 seconds.
 TL0449
 TL0449.The orthometric height was determined by differential leveling
 TL0449.and adjusted by the National Geodetic Survey in June 1991..
 TL0449
 TL0449.The geoid height was determined by GEOID03.
 TL0449
 TL0449.The dynamic height is computed by dividing the NAVD 88
 TL0449.geopotential number by the normal gravity value computed on the
 TL0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0449.degrees latitude (g = 980.6199 gals.).
 TL0449
 TL0449.The modeled gravity was interpolated from observed gravity values.
 TL0449.The observed gravity was obtained from relative gravimeter ties
 TL0449.to the IGSN71 gravity network.
 TL0449
 TL0449;                    North         East    Units  Estimated Accuracy
 TL0449;SPC MT       -   469,870.      460,710.      MT  (+/- 180 meters Scaled)
 TL0449
 TL0449                          SUPERSEDED SURVEY CONTROL
 TL0449
 TL0449.No superseded survey control is available for this station.
 TL0449
 TL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU716678(NAD 83)
 TL0449_MARKER: DB = BENCH MARK DISK
 TL0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0449_SP_SET: STAINLESS STEEL ROD
 TL0449_STAMPING: D 434 1979
 TL0449_PROJECTION: FLUSH
 TL0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0449_ROD/PIPE-DEPTH: 7.62 meters
 TL0449
 TL0449  HISTORY     - Date     Condition        Report By
 TL0449  HISTORY     - 1979     MONUMENTED       NGS
 TL0449
 TL0449                          STATION DESCRIPTION
 TL0449
 TL0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0449'19.8 MI WEST FROM CHESTER.
 TL0449'19.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0449'IN CHESTER, 78.7 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 51.4 FEET
 TL0449'SOUTH OF MILE MARKER NUMBER 302, 51.4 FEET EAST OF AN EAST GATE
 TL0449'POST AND 48 FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 TL0449'SOUTH.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0449'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1255 ***********************************************************************
 SS1255  DESIGNATION -  D 435
 SS1255  PID         -  SS1255
 SS1255  STATE/COUNTY-  MT/CASCADE
 SS1255  USGS QUAD   -  HARDY (1961)
 SS1255
 SS1255                         *CURRENT SURVEY CONTROL
 SS1255  ___________________________________________________________________
 SS1255* NAD 83(1986)-  47 11 24.     (N)    111 48 37.     (W)     SCALED    
 SS1255* NAVD 88     -      1039.197  (meters)    3409.43   (feet)  ADJUSTED  
 SS1255  ___________________________________________________________________
 SS1255  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 SS1255  DYNAMIC HT  -        1039.079 (meters)    3409.05  (feet)  COMP
 SS1255  MODELED GRAV-     980,464.1   (mgal)                       NAVD 88
 SS1255
 SS1255  VERT ORDER  -  FIRST     CLASS II
 SS1255
 SS1255.The horizontal coordinates were scaled from a topographic map and have
 SS1255.an estimated accuracy of +/- 6 seconds.
 SS1255
 SS1255.The orthometric height was determined by differential leveling
 SS1255.and adjusted by the National Geodetic Survey in June 1991..
 SS1255
 SS1255.The geoid height was determined by GEOID03.
 SS1255
 SS1255.The dynamic height is computed by dividing the NAVD 88
 SS1255.geopotential number by the normal gravity value computed on the
 SS1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1255.degrees latitude (g = 980.6199 gals.).
 SS1255
 SS1255.The modeled gravity was interpolated from observed gravity values.
 SS1255
 SS1255;                    North         East    Units  Estimated Accuracy
 SS1255;SPC MT       -   329,270.      425,040.      MT  (+/- 180 meters Scaled)
 SS1255
 SS1255                          SUPERSEDED SURVEY CONTROL
 SS1255
 SS1255.No superseded survey control is available for this station.
 SS1255
 SS1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT386265(NAD 83)
 SS1255_MARKER: DB = BENCH MARK DISK
 SS1255_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SS1255_SP_SET: CONCRETE BRIDGE COLUMN
 SS1255_STAMPING: D 435 1979
 SS1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1255
 SS1255  HISTORY     - Date     Condition        Report By
 SS1255  HISTORY     - 1979     MONUMENTED       NGS
 SS1255
 SS1255                          STATION DESCRIPTION
 SS1255
 SS1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1255'8.2 MI SW FROM CASCADE.
 SS1255'4.1 MILES SOUTHWEST ALONG THE BURLING NORTHERN RAILROAD FROM THE
 SS1255'STATION IN CASCADE TO BENCH MARK M 328, THENCE 4.1 MILES SOUTHWEST
 SS1255'ALONG INTERSTATE HIGHWAY 15, SET VERTICALLY IN THE SOUTHEAST FACE OF
 SS1255'THE MOST NORTHEAST COLUMN, 19.3 FEET NORTHEAST OF THE CENTERLINE OF
 SS1255'A PAVED ROAD LEADING SOUTHEAST AND NORTHWEST UNDER HIGHWAY 15.
 SS1255'THE MARK IS 3 FT ABOVE THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0472 ***********************************************************************
 ST0472  DESIGNATION -  D 436
 ST0472  PID         -  ST0472
 ST0472  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0472  USGS QUAD   -  WOLF CREEK (1979)
 ST0472
 ST0472                         *CURRENT SURVEY CONTROL
 ST0472  ___________________________________________________________________
 ST0472* NAD 83(1986)-  47 00 46.     (N)    112 03 20.     (W)     SCALED    
 ST0472* NAVD 88     -      1103.164  (meters)    3619.30   (feet)  ADJUSTED  
 ST0472  ___________________________________________________________________
 ST0472  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 ST0472  DYNAMIC HT  -        1103.016 (meters)    3618.81  (feet)  COMP
 ST0472  MODELED GRAV-     980,442.1   (mgal)                       NAVD 88
 ST0472
 ST0472  VERT ORDER  -  FIRST     CLASS II
 ST0472
 ST0472.The horizontal coordinates were scaled from a topographic map and have
 ST0472.an estimated accuracy of +/- 6 seconds.
 ST0472
 ST0472.The orthometric height was determined by differential leveling
 ST0472.and adjusted by the National Geodetic Survey in June 1991..
 ST0472
 ST0472.The geoid height was determined by GEOID03.
 ST0472
 ST0472.The dynamic height is computed by dividing the NAVD 88
 ST0472.geopotential number by the normal gravity value computed on the
 ST0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0472.degrees latitude (g = 980.6199 gals.).
 ST0472
 ST0472.The modeled gravity was interpolated from observed gravity values.
 ST0472
 ST0472;                    North         East    Units  Estimated Accuracy
 ST0472;SPC MT       -   310,170.      405,830.      MT  (+/- 180 meters Scaled)
 ST0472
 ST0472                          SUPERSEDED SURVEY CONTROL
 ST0472
 ST0472.No superseded survey control is available for this station.
 ST0472
 ST0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT197071(NAD 83)
 ST0472_MARKER: DB = BENCH MARK DISK
 ST0472_SETTING: 66 = SET IN ROCK OUTCROP
 ST0472_SP_SET: ROCK OUTCROP
 ST0472_STAMPING: D 436 1979
 ST0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0472+STABILITY: POSITION/ELEVATION WELL
 ST0472
 ST0472  HISTORY     - Date     Condition        Report By
 ST0472  HISTORY     - 1979     MONUMENTED       NGS
 ST0472
 ST0472                          STATION DESCRIPTION
 ST0472
 ST0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ST0472'1.1 MI NE FROM WOLF CREEK.
 ST0472'1.1 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM STATE HIGHWAY
 ST0472'434 AND EXIT 226 OVERPASS IN WOLF CREEK, 126.8 FEET EAST OF THE
 ST0472'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 101.3 FEET
 ST0472'EAST OF A GUARD RAIL, AND 6.4 FEET WEST OF A FENCE.
 ST0472'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
 ST0472'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0814 ***********************************************************************
 RX0814  DESIGNATION -  D 437
 RX0814  PID         -  RX0814
 RX0814  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0814  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0814
 RX0814                         *CURRENT SURVEY CONTROL
 RX0814  ___________________________________________________________________
 RX0814* NAD 83(1986)-  46 39 04.     (N)    112 02 59.     (W)     SCALED    
 RX0814* NAVD 88     -      1160.881  (meters)    3808.66   (feet)  ADJUSTED  
 RX0814  ___________________________________________________________________
 RX0814  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RX0814  DYNAMIC HT  -        1160.647 (meters)    3807.89  (feet)  COMP
 RX0814  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 RX0814
 RX0814  VERT ORDER  -  FIRST     CLASS II
 RX0814
 RX0814.The horizontal coordinates were scaled from a topographic map and have
 RX0814.an estimated accuracy of +/- 6 seconds.
 RX0814
 RX0814.The orthometric height was determined by differential leveling
 RX0814.and adjusted by the National Geodetic Survey in June 1991..
 RX0814
 RX0814.The geoid height was determined by GEOID03.
 RX0814
 RX0814.The dynamic height is computed by dividing the NAVD 88
 RX0814.geopotential number by the normal gravity value computed on the
 RX0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0814.degrees latitude (g = 980.6199 gals.).
 RX0814
 RX0814.The modeled gravity was interpolated from observed gravity values.
 RX0814
 RX0814;                    North         East    Units  Estimated Accuracy
 RX0814;SPC MT       -   269,990.      404,970.      MT  (+/- 180 meters Scaled)
 RX0814
 RX0814                          SUPERSEDED SURVEY CONTROL
 RX0814
 RX0814.No superseded survey control is available for this station.
 RX0814
 RX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS196669(NAD 83)
 RX0814_MARKER: DB = BENCH MARK DISK
 RX0814_SETTING: 66 = SET IN ROCK OUTCROP
 RX0814_SP_SET: ROCK OUTCROP
 RX0814_STAMPING: D 437 1979
 RX0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0814+STABILITY: POSITION/ELEVATION WELL
 RX0814
 RX0814  HISTORY     - Date     Condition        Report By
 RX0814  HISTORY     - 1979     MONUMENTED       NGS
 RX0814
 RX0814                          STATION DESCRIPTION
 RX0814
 RX0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0814'4.2 MI NW FROM HELENA.
 RX0814'4.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0814'OF BENTON AVENUE IN HELENA, 83.3 FEET EAST OF AND ACROSS THE TRACKS
 RX0814'FROM A FENCE, 32.3 FEET EAST OF THE EAST RAIL, AND 8.2 FEET WEST OF
 RX0814'THE CENTER OF A TRACK ROAD.
 RX0814'THE MARK IS 1.2 FT  SE FROM A WITNESS POST.
 RX0814'THE MARK IS 5 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0449 ***********************************************************************
 TJ0449  DESIGNATION -  D 438
 TJ0449  PID         -  TJ0449
 TJ0449  STATE/COUNTY-  MT/PHILLIPS
 TJ0449  USGS QUAD   -  MORGAN (1984)
 TJ0449
 TJ0449                         *CURRENT SURVEY CONTROL
 TJ0449  ___________________________________________________________________
 TJ0449* NAD 83(1986)-  48 55 43.     (N)    107 49 04.     (W)     SCALED    
 TJ0449* NAVD 88     -       788.430  (meters)    2586.71   (feet)  ADJUSTED  
 TJ0449  ___________________________________________________________________
 TJ0449  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TJ0449  DYNAMIC HT  -         788.549 (meters)    2587.10  (feet)  COMP
 TJ0449  MODELED GRAV-     980,735.2   (mgal)                       NAVD 88
 TJ0449
 TJ0449  VERT ORDER  -  FIRST     CLASS II
 TJ0449
 TJ0449.The horizontal coordinates were scaled from a topographic map and have
 TJ0449.an estimated accuracy of +/- 6 seconds.
 TJ0449
 TJ0449.The orthometric height was determined by differential leveling
 TJ0449.and adjusted by the National Geodetic Survey in June 1991..
 TJ0449
 TJ0449.The geoid height was determined by GEOID03.
 TJ0449
 TJ0449.The dynamic height is computed by dividing the NAVD 88
 TJ0449.geopotential number by the normal gravity value computed on the
 TJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0449.degrees latitude (g = 980.6199 gals.).
 TJ0449
 TJ0449.The modeled gravity was interpolated from observed gravity values.
 TJ0449
 TJ0449;                    North         East    Units  Estimated Accuracy
 TJ0449;SPC MT       -   521,250.      723,250.      MT  (+/- 180 meters Scaled)
 TJ0449
 TJ0449                          SUPERSEDED SURVEY CONTROL
 TJ0449
 TJ0449.No superseded survey control is available for this station.
 TJ0449
 TJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ936233(NAD 83)
 TJ0449_MARKER: DB = BENCH MARK DISK
 TJ0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0449_SP_SET: STAINLESS STEEL ROD
 TJ0449_STAMPING: D 438 1979
 TJ0449_PROJECTION: FLUSH
 TJ0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0449_ROD/PIPE-DEPTH: 3.05 meters
 TJ0449
 TJ0449  HISTORY     - Date     Condition        Report By
 TJ0449  HISTORY     - 1979     MONUMENTED       NGS
 TJ0449
 TJ0449                          STATION DESCRIPTION
 TJ0449
 TJ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0449'5.0 MI SOUTH FROM PORT OF MORGAN.
 TJ0449'5.0 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE U.S.-CANADIAN BORDER
 TJ0449'IN PORT OF MORGAN, 60 FEET EAST OF THE CENTERLINE OF THE ROAD, 37
 TJ0449'FEET EAST OF MILE POST 48, AND 1 FOOT WEST OF A FENCE.
 TJ0449'NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0449'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 TJ0449'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0414 ***********************************************************************
 TJ0414  DESIGNATION -  D 439
 TJ0414  PID         -  TJ0414
 TJ0414  STATE/COUNTY-  MT/PHILLIPS
 TJ0414  USGS QUAD   -  HEWITT LAKE SW (1968)
 TJ0414
 TJ0414                         *CURRENT SURVEY CONTROL
 TJ0414  ___________________________________________________________________
 TJ0414* NAD 83(1986)-  48 36 45.     (N)    107 43 50.     (W)     SCALED    
 TJ0414* NAVD 88     -       770.874  (meters)    2529.11   (feet)  ADJUSTED  
 TJ0414  ___________________________________________________________________
 TJ0414  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TJ0414  DYNAMIC HT  -         770.967 (meters)    2529.41  (feet)  COMP
 TJ0414  MODELED GRAV-     980,705.7   (mgal)                       NAVD 88
 TJ0414
 TJ0414  VERT ORDER  -  FIRST     CLASS II
 TJ0414
 TJ0414.The horizontal coordinates were scaled from a topographic map and have
 TJ0414.an estimated accuracy of +/- 6 seconds.
 TJ0414
 TJ0414.The orthometric height was determined by differential leveling
 TJ0414.and adjusted by the National Geodetic Survey in June 1991..
 TJ0414
 TJ0414.The geoid height was determined by GEOID03.
 TJ0414
 TJ0414.The dynamic height is computed by dividing the NAVD 88
 TJ0414.geopotential number by the normal gravity value computed on the
 TJ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0414.degrees latitude (g = 980.6199 gals.).
 TJ0414
 TJ0414.The modeled gravity was interpolated from observed gravity values.
 TJ0414
 TJ0414;                    North         East    Units  Estimated Accuracy
 TJ0414;SPC MT       -   486,250.      730,440.      MT  (+/- 180 meters Scaled)
 TJ0414
 TJ0414                          SUPERSEDED SURVEY CONTROL
 TJ0414
 TJ0414.No superseded survey control is available for this station.
 TJ0414
 TJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP987879(NAD 83)
 TJ0414_MARKER: I = METAL ROD
 TJ0414_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TJ0414_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TJ0414_STAMPING: D 439 1979
 TJ0414_PROJECTION: FLUSH
 TJ0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0414+STABILITY: POSITION/ELEVATION WELL
 TJ0414_ROD/PIPE-DEPTH: 13.7 meters
 TJ0414_SLEEVE-DEPTH  : 12.2 meters
 TJ0414
 TJ0414  HISTORY     - Date     Condition        Report By
 TJ0414  HISTORY     - 1979     MONUMENTED       NGS
 TJ0414
 TJ0414                          STATION DESCRIPTION
 TJ0414
 TJ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0414'20.0 MI NORTH FROM MALTA.
 TJ0414'20.0 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0414'HIGHWAY 2 IN MALTA, 176 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 TJ0414'96.2 FEET WEST OF AND ACROSS THE HIGHWAY FROM MILE POST 20,
 TJ0414'76.7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.2 FEET EAST
 TJ0414'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TJ0414'LOGO CAP.
 TJ0414'THE MARK IS 1.6 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0170 ***********************************************************************
 QW0170  DESIGNATION -  D 44
 QW0170  PID         -  QW0170
 QW0170  STATE/COUNTY-  MT/YELLOWSTONE
 QW0170  USGS QUAD   -  ACTON (1956)
 QW0170
 QW0170                         *CURRENT SURVEY CONTROL
 QW0170  ___________________________________________________________________
 QW0170* NAD 83(1986)-  45 57 52.     (N)    108 43 57.     (W)     SCALED    
 QW0170* NAVD 88     -      1143.548  (meters)    3751.79   (feet)  ADJUSTED  
 QW0170  ___________________________________________________________________
 QW0170  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 QW0170  DYNAMIC HT  -        1143.304 (meters)    3750.99  (feet)  COMP
 QW0170  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 QW0170
 QW0170  VERT ORDER  -  FIRST     CLASS II
 QW0170
 QW0170.The horizontal coordinates were scaled from a topographic map and have
 QW0170.an estimated accuracy of +/- 6 seconds.
 QW0170
 QW0170.The orthometric height was determined by differential leveling
 QW0170.and adjusted by the National Geodetic Survey in June 1991..
 QW0170
 QW0170.The geoid height was determined by GEOID03.
 QW0170
 QW0170.The dynamic height is computed by dividing the NAVD 88
 QW0170.geopotential number by the normal gravity value computed on the
 QW0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0170.degrees latitude (g = 980.6199 gals.).
 QW0170
 QW0170.The modeled gravity was interpolated from observed gravity values.
 QW0170
 QW0170;                    North         East    Units  Estimated Accuracy
 QW0170;SPC MT       -   190,820.      659,460.      MT  (+/- 180 meters Scaled)
 QW0170
 QW0170                          SUPERSEDED SURVEY CONTROL
 QW0170
 QW0170  NGVD 29 (??/??/92) 1142.718  (m)         3749.07   (f) ADJ UNCH    1 2
 QW0170
 QW0170.Superseded values are not recommended for survey control.
 QW0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0170.See file dsdata.txt to determine how the superseded data were derived.
 QW0170
 QW0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR756925(NAD 83)
 QW0170_MARKER: DB = BENCH MARK DISK
 QW0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0170_STAMPING: D 44 1931
 QW0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0170+STABILITY: SURFACE MOTION
 QW0170
 QW0170  HISTORY     - Date     Condition        Report By
 QW0170  HISTORY     - 1931     MONUMENTED       CGS
 QW0170  HISTORY     - 1962     GOOD             NGS
 QW0170
 QW0170                          STATION DESCRIPTION
 QW0170
 QW0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QW0170'2.85 MI SE FROM COMANCHE.
 QW0170'2.85 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE GRAIN
 QW0170'ELEVATOR AT COMMANCHE, 276 FEET EAST-NORTHEAST OF MILEPOST 25, 95.0
 QW0170'FEET NORTHEAST OF THE NORTHEAST RAIL, 52 FEET SOUTHWEST OF THE CENTER
 QW0170'LINE OF STATE HIGHWAY 3, 28 FEET SOUTHWEST OF A FENCE, 0.8 FOOT
 QW0170'SOUTHEAST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK,
 QW0170'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 QW0170'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0827 ***********************************************************************
 RX0827  DESIGNATION -  D 440
 RX0827  PID         -  RX0827
 RX0827  STATE/COUNTY-  MT/JEFFERSON
 RX0827  USGS QUAD   -  WICKES (1996)
 RX0827
 RX0827                         *CURRENT SURVEY CONTROL
 RX0827  ___________________________________________________________________
 RX0827* NAD 83(1986)-  46 18 38.     (N)    112 04 19.     (W)     SCALED    
 RX0827* NAVD 88     -      1653.601  (meters)    5425.19   (feet)  ADJUSTED  
 RX0827  ___________________________________________________________________
 RX0827  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 RX0827  DYNAMIC HT  -        1653.043 (meters)    5423.36  (feet)  COMP
 RX0827  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 RX0827
 RX0827  VERT ORDER  -  FIRST     CLASS II
 RX0827
 RX0827.The horizontal coordinates were scaled from a topographic map and have
 RX0827.an estimated accuracy of +/- 6 seconds.
 RX0827
 RX0827.The orthometric height was determined by differential leveling
 RX0827.and adjusted by the National Geodetic Survey in June 1991..
 RX0827
 RX0827.The geoid height was determined by GEOID03.
 RX0827
 RX0827.The dynamic height is computed by dividing the NAVD 88
 RX0827.geopotential number by the normal gravity value computed on the
 RX0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0827.degrees latitude (g = 980.6199 gals.).
 RX0827
 RX0827.The modeled gravity was interpolated from observed gravity values.
 RX0827
 RX0827;                    North         East    Units  Estimated Accuracy
 RX0827;SPC MT       -   232,230.      402,030.      MT  (+/- 180 meters Scaled)
 RX0827
 RX0827                          SUPERSEDED SURVEY CONTROL
 RX0827
 RX0827.No superseded survey control is available for this station.
 RX0827
 RX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS174291(NAD 83)
 RX0827_MARKER: DB = BENCH MARK DISK
 RX0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0827_SP_SET: STAINLESS STEEL ROD
 RX0827_STAMPING: D 440 1979
 RX0827_PROJECTION: FLUSH
 RX0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0827_ROD/PIPE-DEPTH: 4.27 meters
 RX0827
 RX0827  HISTORY     - Date     Condition        Report By
 RX0827  HISTORY     - 1979     MONUMENTED       NGS
 RX0827
 RX0827                          STATION DESCRIPTION
 RX0827
 RX0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0827'4.6 MI NE FROM BOULDER.
 RX0827'4.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 164
 RX0827'OVERPASS IN BOULDER, 116.9 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 RX0827'GUARD RAIL, 113.5 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 RX0827'OF THE HIGHWAY, 70.6 FEET EAST OF A FENCE, AND 45.5 FEET EAST OF A
 RX0827'6X6 INCH BY 2 FOOT HIGH CONCRETE STATE HIGHWAY BENCH MARK NUMBER
 RX0827'542121.  NOTE=REFUSAL WAS REACHED AT 14 FEET, ACCESS TO THE DISK IS
 RX0827'THROUGH A 4 INCH SCREW PLUG.
 RX0827'THE MARK IS 2.5 FT  N FROM A WITNESS POST.
 RX0827'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0385 ***********************************************************************
 TK0385  DESIGNATION -  D 441
 TK0385  PID         -  TK0385
 TK0385  STATE/COUNTY-  MT/PHILLIPS
 TK0385  USGS QUAD   -  WAGNER (1965)
 TK0385
 TK0385                         *CURRENT SURVEY CONTROL
 TK0385  ___________________________________________________________________
 TK0385* NAD 83(1986)-  48 22 29.     (N)    108 07 30.     (W)     SCALED    
 TK0385* NAVD 88     -       694.892  (meters)    2279.82   (feet)  ADJUSTED  
 TK0385  ___________________________________________________________________
 TK0385  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TK0385  DYNAMIC HT  -         694.965 (meters)    2280.06  (feet)  COMP
 TK0385  MODELED GRAV-     980,693.1   (mgal)                       NAVD 88
 TK0385
 TK0385  VERT ORDER  -  FIRST     CLASS II
 TK0385
 TK0385.The horizontal coordinates were scaled from a topographic map and have
 TK0385.an estimated accuracy of +/- 6 seconds.
 TK0385
 TK0385.The orthometric height was determined by differential leveling
 TK0385.and adjusted by the National Geodetic Survey in June 1991..
 TK0385
 TK0385.The geoid height was determined by GEOID03.
 TK0385
 TK0385.The dynamic height is computed by dividing the NAVD 88
 TK0385.geopotential number by the normal gravity value computed on the
 TK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0385.degrees latitude (g = 980.6199 gals.).
 TK0385
 TK0385.The modeled gravity was interpolated from observed gravity values.
 TK0385
 TK0385;                    North         East    Units  Estimated Accuracy
 TK0385;SPC MT       -   459,240.      701,830.      MT  (+/- 180 meters Scaled)
 TK0385
 TK0385                          SUPERSEDED SURVEY CONTROL
 TK0385
 TK0385.No superseded survey control is available for this station.
 TK0385
 TK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU128619(NAD 83)
 TK0385_MARKER: DB = BENCH MARK DISK
 TK0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0385_SP_SET: STAINLESS STEEL ROD
 TK0385_STAMPING: D 441 1979
 TK0385_PROJECTION: FLUSH
 TK0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0385_ROD/PIPE-DEPTH: 7.62 meters
 TK0385
 TK0385  HISTORY     - Date     Condition        Report By
 TK0385  HISTORY     - 1979     MONUMENTED       NGS
 TK0385
 TK0385                          STATION DESCRIPTION
 TK0385
 TK0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0385'2.2 MI WEST FROM WAGNER.
 TK0385'2.2 MILES WEST ALONG A DIRT ROAD PARALLELING THE GREAT NORTHERN
 TK0385'RAILROAD TRACK FROM THE MAIN CROSS ROAD IN WAGNER, AT A POINT WHERE
 TK0385'THE DIRT ROAD CROSSES THE TRACKS, 155 FEET EAST-NORTHEAST FROM MILE
 TK0385'POST 355, 74 FEET EAST OF THE CENTER OF THE ROAD, 70 FEET NORTH OF
 TK0385'THE NORTH RAIL, 25 FEET SOUTH OF THE CENTER OF THE ROAD, AND 8 FEET
 TK0385'EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH
 TK0385'SCREW PLUG.
 TK0385'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TK0385'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0445 ***********************************************************************
 TN0445  DESIGNATION -  D 442
 TN0445  PID         -  TN0445
 TN0445  STATE/COUNTY-  MT/FLATHEAD
 TN0445  USGS QUAD   -  KALISPELL (1994)
 TN0445
 TN0445                         *CURRENT SURVEY CONTROL
 TN0445  ___________________________________________________________________
 TN0445* NAD 83(1986)-  48 08 21.     (N)    114 17 02.     (W)     SCALED    
 TN0445* NAVD 88     -       888.470  (meters)    2914.92   (feet)  ADJUSTED  
 TN0445  ___________________________________________________________________
 TN0445  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TN0445  DYNAMIC HT  -         888.467 (meters)    2914.91  (feet)  COMP
 TN0445  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 TN0445
 TN0445  VERT ORDER  -  FIRST     CLASS II
 TN0445
 TN0445.The horizontal coordinates were scaled from a topographic map and have
 TN0445.an estimated accuracy of +/- 6 seconds.
 TN0445
 TN0445.The orthometric height was determined by differential leveling
 TN0445.and adjusted by the National Geodetic Survey in June 1991..
 TN0445
 TN0445.The geoid height was determined by GEOID03.
 TN0445
 TN0445.The dynamic height is computed by dividing the NAVD 88
 TN0445.geopotential number by the normal gravity value computed on the
 TN0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0445.degrees latitude (g = 980.6199 gals.).
 TN0445
 TN0445.The modeled gravity was interpolated from observed gravity values.
 TN0445
 TN0445;                    North         East    Units  Estimated Accuracy
 TN0445;SPC MT       -   443,030.      244,330.      MT  (+/- 180 meters Scaled)
 TN0445
 TN0445                          SUPERSEDED SURVEY CONTROL
 TN0445
 TN0445.No superseded survey control is available for this station.
 TN0445
 TN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP020353(NAD 83)
 TN0445_MARKER: DB = BENCH MARK DISK
 TN0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0445_SP_SET: STAINLESS STEEL ROD
 TN0445_STAMPING: D 442 1979
 TN0445_PROJECTION: FLUSH
 TN0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0445_ROD/PIPE-DEPTH: 5.79 meters
 TN0445
 TN0445  HISTORY     - Date     Condition        Report By
 TN0445  HISTORY     - 1979     MONUMENTED       NGS
 TN0445
 TN0445                          STATION DESCRIPTION
 TN0445
 TN0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0445'5.7 MI SE FROM KALISPELL.
 TN0445'1.2 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH U. S.
 TN0445'HIGHWAY 2 IN KALISPELL, THENCE 3.4 MILES SOUTH ALONG STATE ROAD 503,
 TN0445'THENCE 0.9 MILE EAST ALONG A PAVED ROAD LEADING EAST, SET AT THE
 TN0445'SOUTHEAST CORNER OF THE PROPERTY OF A MR. LULOFF ADDRESS 243, 36.5
 TN0445'FEET WEST OF A UTILITY POLE NO. 331040, 28 FEET NORTH OF THE
 TN0445'CENTERLINE OF THE ROAD, 10 FEET EAST OF THE CENTERLINE OF THE
 TN0445'MAINTENANCE DRIVE, 3 FEET NORTH OF THE FENCE CORNER POST AND 1 FOOT
 TN0445'WEST OF THE FENCE.
 TN0445'THE MARK IS 3 FT  N FROM A WITNESS POST.
 TN0445'THE MARK IS ABOVE LEVEL WITH ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0677 ***********************************************************************
 SU0677  DESIGNATION -  D 443
 SU0677  PID         -  SU0677
 SU0677  STATE/COUNTY-  MT/LAKE
 SU0677  USGS QUAD   -  ELMO (1964)
 SU0677
 SU0677                         *CURRENT SURVEY CONTROL
 SU0677  ___________________________________________________________________
 SU0677* NAD 83(1986)-  47 52 18.     (N)    114 15 24.     (W)     SCALED    
 SU0677* NAVD 88     -       913.118  (meters)    2995.79   (feet)  ADJUSTED  
 SU0677  ___________________________________________________________________
 SU0677  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 SU0677  DYNAMIC HT  -         913.102 (meters)    2995.74  (feet)  COMP
 SU0677  MODELED GRAV-     980,563.7   (mgal)                       NAVD 88
 SU0677
 SU0677  VERT ORDER  -  FIRST     CLASS II
 SU0677
 SU0677.The horizontal coordinates were scaled from a topographic map and have
 SU0677.an estimated accuracy of +/- 6 seconds.
 SU0677
 SU0677.The orthometric height was determined by differential leveling
 SU0677.and adjusted by the National Geodetic Survey in June 1991..
 SU0677
 SU0677.The geoid height was determined by GEOID03.
 SU0677
 SU0677.The dynamic height is computed by dividing the NAVD 88
 SU0677.geopotential number by the normal gravity value computed on the
 SU0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0677.degrees latitude (g = 980.6199 gals.).
 SU0677
 SU0677.The modeled gravity was interpolated from observed gravity values.
 SU0677
 SU0677;                    North         East    Units  Estimated Accuracy
 SU0677;SPC MT       -   413,230.      244,550.      MT  (+/- 180 meters Scaled)
 SU0677
 SU0677                          SUPERSEDED SURVEY CONTROL
 SU0677
 SU0677.No superseded survey control is available for this station.
 SU0677
 SU0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP051056(NAD 83)
 SU0677_MARKER: DB = BENCH MARK DISK
 SU0677_SETTING: 80 = SET IN A BOULDER
 SU0677_SP_SET: BOULDER
 SU0677_STAMPING: D 443 1979
 SU0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0677+STABILITY: SURFACE MOTION
 SU0677
 SU0677  HISTORY     - Date     Condition        Report By
 SU0677  HISTORY     - 1979     MONUMENTED       NGS
 SU0677
 SU0677                          STATION DESCRIPTION
 SU0677
 SU0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0677'1.2 MI NE FROM DAYTON.
 SU0677'1.2 MILES NORTHEAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0677'DAYTON, 0.1 MILE EAST OF HIGHWAY MILE POST 84, IN TOP OF A 2 BY
 SU0677'3 FOOT EMBEDDED BOULDER PROJECTING 6 INCHES, 112 FEET SOUTH OF THE
 SU0677'CENTERLINE OF THE HIGHWAY, 97 FEET SOUTH OF POWER POLE NUMBER 021645,
 SU0677'88 FEET SOUTH OF THE FENCE LINE, 45 FEET SOUTH OF THE CENTERLINE OF
 SU0677'AN ABANDONED ROAD.
 SU0677'THE MARK IS 10 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0700 ***********************************************************************
 SU0700  DESIGNATION -  D 444
 SU0700  PID         -  SU0700
 SU0700  STATE/COUNTY-  MT/LAKE
 SU0700  USGS QUAD   -  POLSON (1964)
 SU0700
 SU0700                         *CURRENT SURVEY CONTROL
 SU0700  ___________________________________________________________________
 SU0700* NAD 83(1986)-  47 41 33.     (N)    114 08 44.     (W)     SCALED    
 SU0700* NAVD 88     -       884.560  (meters)    2902.09   (feet)  ADJUSTED  
 SU0700  ___________________________________________________________________
 SU0700  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 SU0700  DYNAMIC HT  -         884.528 (meters)    2901.99  (feet)  COMP
 SU0700  MODELED GRAV-     980,546.3   (mgal)                       NAVD 88
 SU0700
 SU0700  VERT ORDER  -  FIRST     CLASS II
 SU0700
 SU0700.The horizontal coordinates were scaled from a topographic map and have
 SU0700.an estimated accuracy of +/- 6 seconds.
 SU0700
 SU0700.The orthometric height was determined by differential leveling
 SU0700.and adjusted by the National Geodetic Survey in June 1991..
 SU0700
 SU0700.The geoid height was determined by GEOID03.
 SU0700
 SU0700.The dynamic height is computed by dividing the NAVD 88
 SU0700.geopotential number by the normal gravity value computed on the
 SU0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0700.degrees latitude (g = 980.6199 gals.).
 SU0700
 SU0700.The modeled gravity was interpolated from observed gravity values.
 SU0700
 SU0700;                    North         East    Units  Estimated Accuracy
 SU0700;SPC MT       -   392,860.      251,660.      MT  (+/- 180 meters Scaled)
 SU0700
 SU0700                          SUPERSEDED SURVEY CONTROL
 SU0700
 SU0700.No superseded survey control is available for this station.
 SU0700
 SU0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN141860(NAD 83)
 SU0700_MARKER: DB = BENCH MARK DISK
 SU0700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0700_SP_SET: STAINLESS STEEL ROD
 SU0700_STAMPING: D 444 1979
 SU0700_PROJECTION: FLUSH
 SU0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0700_ROD/PIPE-DEPTH: 6.40 meters
 SU0700
 SU0700  HISTORY     - Date     Condition        Report By
 SU0700  HISTORY     - 1979     MONUMENTED       NGS
 SU0700
 SU0700                          STATION DESCRIPTION
 SU0700
 SU0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0700'1.4 MI NW FROM POLSON.
 SU0700'1.4 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0700'STATE HIGHWAY 35 IN POLSON, SET IN THE PARK MEDIAN AT THE Y-JUNCTION
 SU0700'OF THE HIGHWAY AND THIRD AVENUE, 29 FEET SOUTH-SOUTHWEST OF THE
 SU0700'CENTERLINE OF THE HIGHWAY, 22.5 FEET NORTH OF THE CENTERLINE OF THIRD
 SU0700'AVENUE, 9.5 FEET WEST OF THE EAST END OF THE CURB OF THE MEDIAN AND
 SU0700'4 FEET SOUTH OF A STREET LAMP POLE NUMBER 98.
 SU0700'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0731 ***********************************************************************
 SU0731  DESIGNATION -  D 445
 SU0731  PID         -  SU0731
 SU0731  STATE/COUNTY-  MT/LAKE
 SU0731  USGS QUAD   -  CHARLO (1965)
 SU0731
 SU0731                         *CURRENT SURVEY CONTROL
 SU0731  ___________________________________________________________________
 SU0731* NAD 83(1986)-  47 23 46.     (N)    114 12 09.     (W)     SCALED    
 SU0731* NAVD 88     -       880.137  (meters)    2887.58   (feet)  ADJUSTED  
 SU0731  ___________________________________________________________________
 SU0731  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 SU0731  DYNAMIC HT  -         880.079 (meters)    2887.39  (feet)  COMP
 SU0731  MODELED GRAV-     980,517.8   (mgal)                       NAVD 88
 SU0731
 SU0731  VERT ORDER  -  FIRST     CLASS II
 SU0731
 SU0731.The horizontal coordinates were scaled from a topographic map and have
 SU0731.an estimated accuracy of +/- 6 seconds.
 SU0731
 SU0731.The orthometric height was determined by differential leveling
 SU0731.and adjusted by the National Geodetic Survey in June 1991..
 SU0731
 SU0731.The geoid height was determined by GEOID03.
 SU0731
 SU0731.The dynamic height is computed by dividing the NAVD 88
 SU0731.geopotential number by the normal gravity value computed on the
 SU0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0731.degrees latitude (g = 980.6199 gals.).
 SU0731
 SU0731.The modeled gravity was interpolated from observed gravity values.
 SU0731
 SU0731;                    North         East    Units  Estimated Accuracy
 SU0731;SPC MT       -   360,240.      245,420.      MT  (+/- 180 meters Scaled)
 SU0731
 SU0731                          SUPERSEDED SURVEY CONTROL
 SU0731
 SU0731.No superseded survey control is available for this station.
 SU0731
 SU0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN110529(NAD 83)
 SU0731_MARKER: DB = BENCH MARK DISK
 SU0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0731_SP_SET: STAINLESS STEEL ROD
 SU0731_STAMPING: D 445 1979
 SU0731_PROJECTION: FLUSH
 SU0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0731_ROD/PIPE-DEPTH: 6.10 meters
 SU0731
 SU0731  HISTORY     - Date     Condition        Report By
 SU0731  HISTORY     - 1979     MONUMENTED       NGS
 SU0731
 SU0731                          STATION DESCRIPTION
 SU0731
 SU0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0731'4.0 MI SW FROM CHARLO.
 SU0731'4.05 MILES SOUTHWEST ALONG STATE ROUTE 212 FROM THE POST OFFICE
 SU0731'IN CHARLO.  SET AT A POWER LINE JUNCTION POLE NO. 190760 WITH ONE
 SU0731'GUY WIRE, FOR A SPUR LINE LEADING EAST TO A PUMP HOUSE.  48.5 FEET
 SU0731'EAST OF THE CENTERLINE OF THE STATE ROUTE, 21 FEET NORTH OF THE
 SU0731'NORTH END GATE FOR A FIELD ENTRANCE, 20.5 FEET NORTHEAST OF THE EAST
 SU0731'END OF A 36-INCH CULVERT PIPE UNDER THE ROAD, 6 FEET NORTH OF THE
 SU0731'POWER POLE, AND 2.5 FEET WEST OF THE FENCE LINE.
 SU0731'THE MARK IS 2 FT  S FROM A WITNESS POST.
 SU0731'THE MARK IS 6 FT BELOW THE STATE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0760 ***********************************************************************
 SU0760  DESIGNATION -  D 446
 SU0760  PID         -  SU0760
 SU0760  STATE/COUNTY-  MT/MISSOULA
 SU0760  USGS QUAD   -  EVARO (1984)
 SU0760
 SU0760                         *CURRENT SURVEY CONTROL
 SU0760  ___________________________________________________________________
 SU0760* NAD 83(1986)-  47 05 18.     (N)    114 02 25.     (W)     SCALED    
 SU0760* NAVD 88     -      1162.900  (meters)    3815.28   (feet)  ADJUSTED  
 SU0760  ___________________________________________________________________
 SU0760  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 SU0760  DYNAMIC HT  -        1162.727 (meters)    3814.71  (feet)  COMP
 SU0760  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 SU0760
 SU0760  VERT ORDER  -  FIRST     CLASS II
 SU0760
 SU0760.The horizontal coordinates were scaled from a topographic map and have
 SU0760.an estimated accuracy of +/- 6 seconds.
 SU0760
 SU0760.The orthometric height was determined by differential leveling
 SU0760.and adjusted by the National Geodetic Survey in June 1991..
 SU0760
 SU0760.The geoid height was determined by GEOID03.
 SU0760
 SU0760.The dynamic height is computed by dividing the NAVD 88
 SU0760.geopotential number by the normal gravity value computed on the
 SU0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0760.degrees latitude (g = 980.6199 gals.).
 SU0760
 SU0760.The modeled gravity was interpolated from observed gravity values.
 SU0760
 SU0760;                    North         East    Units  Estimated Accuracy
 SU0760;SPC MT       -   325,380.      255,660.      MT  (+/- 180 meters Scaled)
 SU0760
 SU0760                          SUPERSEDED SURVEY CONTROL
 SU0760
 SU0760.No superseded survey control is available for this station.
 SU0760
 SU0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN246192(NAD 83)
 SU0760_MARKER: DB = BENCH MARK DISK
 SU0760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0760_SP_SET: STAINLESS STEEL ROD
 SU0760_STAMPING: D 446 1979
 SU0760_PROJECTION: PROJECTING 10 CENTIMETERS
 SU0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0760_ROD/PIPE-DEPTH: 3.96 meters
 SU0760
 SU0760  HISTORY     - Date     Condition        Report By
 SU0760  HISTORY     - 1979     MONUMENTED       NGS
 SU0760
 SU0760                          STATION DESCRIPTION
 SU0760
 SU0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0760'6.1 MI SOUTH FROM ARLEE.
 SU0760'6.15 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN ARLEE,
 SU0760'0.45 MILE SOUTH OF MILE POST 12,
 SU0760'108 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD LEADING WEST,
 SU0760'76 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A
 SU0760'10-INCH PINE TREE, 3 FEET NORTHEAST OF ANOTHER 10-INCH PINE AND 2 FEET
 SU0760'EAST OF A FENCE.  THE DISK IS LEVEL WITH THE GROUND AND ACCESS IS
 SU0760'THROUGH A 4-INCH PLASTIC SCREW CAP.
 SU0760'THE MARK IS 2 FT  E FROM A WITNESS POST.
 SU0760'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0711 ***********************************************************************
 RX0711  DESIGNATION -  D 447
 RX0711  PID         -  RX0711
 RX0711  STATE/COUNTY-  MT/MISSOULA
 RX0711  USGS QUAD   -  BONNER (1978)
 RX0711
 RX0711                         *CURRENT SURVEY CONTROL
 RX0711  ___________________________________________________________________
 RX0711* NAD 83(1986)-  46 47 57.     (N)    113 45 38.     (W)     SCALED    
 RX0711* NAVD 88     -      1043.084  (meters)    3422.18   (feet)  ADJUSTED  
 RX0711  ___________________________________________________________________
 RX0711  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 RX0711  DYNAMIC HT  -        1042.879 (meters)    3421.51  (feet)  COMP
 RX0711  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 RX0711
 RX0711  VERT ORDER  -  FIRST     CLASS II
 RX0711
 RX0711.The horizontal coordinates were scaled from a topographic map and have
 RX0711.an estimated accuracy of +/- 6 seconds.
 RX0711
 RX0711.The orthometric height was determined by differential leveling
 RX0711.and adjusted by the National Geodetic Survey in June 1991..
 RX0711
 RX0711.The geoid height was determined by GEOID03.
 RX0711
 RX0711.The dynamic height is computed by dividing the NAVD 88
 RX0711.geopotential number by the normal gravity value computed on the
 RX0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0711.degrees latitude (g = 980.6199 gals.).
 RX0711
 RX0711.The modeled gravity was interpolated from observed gravity values.
 RX0711
 RX0711;                    North         East    Units  Estimated Accuracy
 RX0711;SPC MT       -   292,100.      275,100.      MT  (+/- 180 meters Scaled)
 RX0711
 RX0711                          SUPERSEDED SURVEY CONTROL
 RX0711
 RX0711.No superseded survey control is available for this station.
 RX0711
 RX0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS893865(NAD 83)
 RX0711_MARKER: DB = BENCH MARK DISK
 RX0711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0711_SP_SET: STAINLESS STEEL ROD
 RX0711_STAMPING: D 447 1979
 RX0711_PROJECTION: PROJECTING 10 CENTIMETERS
 RX0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0711_ROD/PIPE-DEPTH: 1.83 meters
 RX0711
 RX0711  HISTORY     - Date     Condition        Report By
 RX0711  HISTORY     - 1979     MONUMENTED       NGS
 RX0711
 RX0711                          STATION DESCRIPTION
 RX0711
 RX0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0711'7.3 MI SE FROM BONNER.
 RX0711'7.3 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 10 FROM THE OLD RAILROAD
 RX0711'STATION IN BONNER, AT THE FOURTH POLE NORTHWEST OF A POWER LINE
 RX0711'CROSSING, 162 FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL ONE STORY
 RX0711'WOOD-FACED HOUSE, 80.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 RX0711'FRONTAGE ROAD AND 6.5 FEET NORTHWEST OF TELEPHONE POLE NO. 4205.
 RX0711'THE ROD WAS DRIVEN TO REFUSAL AT 6 FEET, BUT IT COULD NOT BE REMOVED
 RX0711'AND IS SOLID IN THE GROUND.
 RX0711'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0747 ***********************************************************************
 RX0747  DESIGNATION -  D 448
 RX0747  PID         -  RX0747
 RX0747  STATE/COUNTY-  MT/POWELL
 RX0747  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0747
 RX0747                         *CURRENT SURVEY CONTROL
 RX0747  ___________________________________________________________________
 RX0747* NAD 83(1986)-  46 33 26.     (N)    112 52 41.     (W)     SCALED    
 RX0747* NAVD 88     -      1304.295  (meters)    4279.17   (feet)  ADJUSTED  
 RX0747  ___________________________________________________________________
 RX0747  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 RX0747  DYNAMIC HT  -        1303.986 (meters)    4278.16  (feet)  COMP
 RX0747  MODELED GRAV-     980,332.6   (mgal)                       NAVD 88
 RX0747
 RX0747  VERT ORDER  -  FIRST     CLASS II
 RX0747
 RX0747.The horizontal coordinates were scaled from a topographic map and have
 RX0747.an estimated accuracy of +/- 6 seconds.
 RX0747
 RX0747.The orthometric height was determined by differential leveling
 RX0747.and adjusted by the National Geodetic Survey in June 1991..
 RX0747
 RX0747.The geoid height was determined by GEOID03.
 RX0747
 RX0747.The dynamic height is computed by dividing the NAVD 88
 RX0747.geopotential number by the normal gravity value computed on the
 RX0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0747.degrees latitude (g = 980.6199 gals.).
 RX0747
 RX0747.The modeled gravity was interpolated from observed gravity values.
 RX0747
 RX0747;                    North         East    Units  Estimated Accuracy
 RX0747;SPC MT       -   261,970.      341,190.      MT  (+/- 180 meters Scaled)
 RX0747
 RX0747                          SUPERSEDED SURVEY CONTROL
 RX0747
 RX0747.No superseded survey control is available for this station.
 RX0747
 RX0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS560576(NAD 83)
 RX0747_MARKER: DB = BENCH MARK DISK
 RX0747_SETTING: 66 = SET IN ROCK OUTCROP
 RX0747_SP_SET: ROCK OUTCROP
 RX0747_STAMPING: D 448 1979
 RX0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0747+STABILITY: POSITION/ELEVATION WELL
 RX0747
 RX0747  HISTORY     - Date     Condition        Report By
 RX0747  HISTORY     - 1979     MONUMENTED       NGS
 RX0747
 RX0747                          STATION DESCRIPTION
 RX0747
 RX0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0747'5.3 MI NW FROM GARRISON.
 RX0747'5.3 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0747'HIGHWAY 12 IN GARRISON, 0.35 MILE WEST OF THE PHOSPHATE EXIT, SET
 RX0747'IN THE TOP OF AND AT THE SOUTHEAST END OF A ROCK CUT, 64 FEET
 RX0747'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 228
 RX0747'FT SOUTHEAST OF A HIGHWAY SIGN, 120 FEET NORTHWEST OF THE WEST END OF
 RX0747'A STEEL GUARDRAIL.
 RX0747'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 RX0747'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0778 ***********************************************************************
 RX0778  DESIGNATION -  D 449
 RX0778  PID         -  RX0778
 RX0778  STATE/COUNTY-  MT/SILVER BOW
 RX0778  USGS QUAD   -  RAMSAY (1996)
 RX0778
 RX0778                         *CURRENT SURVEY CONTROL
 RX0778  ___________________________________________________________________
 RX0778* NAD 83(1986)-  46 00 36.     (N)    112 42 25.     (W)     SCALED    
 RX0778* NAVD 88     -      1626.046  (meters)    5334.79   (feet)  ADJUSTED  
 RX0778  ___________________________________________________________________
 RX0778  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 RX0778  DYNAMIC HT  -        1625.410 (meters)    5332.70  (feet)  COMP
 RX0778  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 RX0778
 RX0778  VERT ORDER  -  FIRST     CLASS II
 RX0778
 RX0778.The horizontal coordinates were scaled from a topographic map and have
 RX0778.an estimated accuracy of +/- 6 seconds.
 RX0778
 RX0778.The orthometric height was determined by differential leveling
 RX0778.and adjusted by the National Geodetic Survey in June 1991..
 RX0778
 RX0778.The geoid height was determined by GEOID03.
 RX0778
 RX0778.The dynamic height is computed by dividing the NAVD 88
 RX0778.geopotential number by the normal gravity value computed on the
 RX0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0778.degrees latitude (g = 980.6199 gals.).
 RX0778
 RX0778.The modeled gravity was interpolated from observed gravity values.
 RX0778
 RX0778;                    North         East    Units  Estimated Accuracy
 RX0778;SPC MT       -   200,670.      351,810.      MT  (+/- 180 meters Scaled)
 RX0778
 RX0778                          SUPERSEDED SURVEY CONTROL
 RX0778
 RX0778.No superseded survey control is available for this station.
 RX0778
 RX0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR678965(NAD 83)
 RX0778_MARKER: DB = BENCH MARK DISK
 RX0778_SETTING: 66 = SET IN ROCK OUTCROP
 RX0778_SP_SET: ROCK OUTCROP
 RX0778_STAMPING: D 449 1979
 RX0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0778+STABILITY: POSITION/ELEVATION WELL
 RX0778
 RX0778  HISTORY     - Date     Condition        Report By
 RX0778  HISTORY     - 1979     MONUMENTED       NGS
 RX0778
 RX0778                          STATION DESCRIPTION
 RX0778
 RX0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0778'3.3 MI WEST FROM SILVER BOW.
 RX0778'3.3 MILES WEST ALONG INTERSTATE 90 FROM THE JUNCTION OF INTERSTATE 15
 RX0778'NEAR SILVER BOW, SET IN THE TOP OF ROCK OUTCROP IN THE HIGHWAY MEDIAN
 RX0778'STRIP, 0.25 MILE WEST OF HIGHWAY MILE POST 216, 33 FEET SOUTH OF THE
 RX0778'CENTERLINE OF THE WESTBOUND LANES AND 41 FEET NORTH OF THE
 RX0778'CENTERLINE OF THE EASTBOUND LANES.
 RX0778'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RX0778'THE MARK IS ABOVE LEVEL WITH EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0281 ***********************************************************************
 QY0281  DESIGNATION -  D 45
 QY0281  PID         -  QY0281
 QY0281  STATE/COUNTY-  MT/BEAVERHEAD
 QY0281  USGS QUAD   -  GRANT (1988)
 QY0281
 QY0281                         *CURRENT SURVEY CONTROL
 QY0281  ___________________________________________________________________
 QY0281* NAD 83(1986)-  45 00 32.     (N)    113 05 55.     (W)     SCALED    
 QY0281* NAVD 88     -      1796.054  (meters)    5892.55   (feet)  ADJUSTED  
 QY0281  ___________________________________________________________________
 QY0281  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 QY0281  DYNAMIC HT  -        1795.162 (meters)    5889.63  (feet)  COMP
 QY0281  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 QY0281
 QY0281  VERT ORDER  -  FIRST     CLASS II
 QY0281
 QY0281.The horizontal coordinates were scaled from a topographic map and have
 QY0281.an estimated accuracy of +/- 6 seconds.
 QY0281
 QY0281.The orthometric height was determined by differential leveling
 QY0281.and adjusted by the National Geodetic Survey in June 1991..
 QY0281
 QY0281.The geoid height was determined by GEOID03.
 QY0281
 QY0281.The dynamic height is computed by dividing the NAVD 88
 QY0281.geopotential number by the normal gravity value computed on the
 QY0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0281.degrees latitude (g = 980.6199 gals.).
 QY0281
 QY0281.The modeled gravity was interpolated from observed gravity values.
 QY0281
 QY0281;                    North         East    Units  Estimated Accuracy
 QY0281;SPC MT       -    90,870.      316,410.      MT  (+/- 180 meters Scaled)
 QY0281
 QY0281                          SUPERSEDED SURVEY CONTROL
 QY0281
 QY0281  NGVD 29 (??/??/92) 1794.740  (m)         5888.24   (f) ADJ UNCH    1 2
 QY0281
 QY0281.Superseded values are not recommended for survey control.
 QY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0281.See file dsdata.txt to determine how the superseded data were derived.
 QY0281
 QY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ346860(NAD 83)
 QY0281_MARKER: DB = BENCH MARK DISK
 QY0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0281_STAMPING: 5888.249 D 45 1933
 QY0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0281+STABILITY: SURFACE MOTION
 QY0281
 QY0281  HISTORY     - Date     Condition        Report By
 QY0281  HISTORY     - 1933     MONUMENTED       CGS
 QY0281  HISTORY     - 1941     GOOD             NGS
 QY0281  HISTORY     - 1965     GOOD             USGS
 QY0281
 QY0281                          STATION DESCRIPTION
 QY0281
 QY0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QY0281'11.5 MI W FROM ARMSTEAD.
 QY0281'11.5 MILES WEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH RAILROAD
 QY0281'FROM ARMSTEAD, BEAVERHEAD COUNTY, 1.7 MILES WEST OF GRANT, IN SECTION
 QY0281'32, T 9 S, R 12 W, 0.45 MILE WEST OF THE QUARTER-SECTION CORNER
 QY0281'BETWEEN SECTIONS 32 AND 33, AT THE WEST END OF A LONG CURVE THROUGH A
 QY0281'CUT, AT THE JUNCTION OF THE CUT AND A HIGH FILL, ON THE NORTH SLOPE OF
 QY0281'A SAGEBRUSH-COVERED HILL, AND 20 YARDS NORTH OF THE CENTERLINE OF THE
 QY0281'TRACK.  A STANDARD DISK, STAMPED 5888.249 D 45 1933 AND SET IN THE TOP
 QY0281'OF A CONCRETE POST.
 QY0281
 QY0281                          STATION RECOVERY (1965)
 QY0281
 QY0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QY0281'1.7 MILES WEST OF GRANT, ABOUT 200 FEET EAST OF A ROAD JCT., 60 FEET
 QY0281'NORTH OF THE HWY. 36 FEET SOUTH OF THE OLD ROAD. 5 FEET EAST OF A GUY
 QY0281'WIRED PHONE POLE, STANDARD TABLET. SET IN A CONCRETE POST STAMPED ' D
 QY0281'45 RESET 1963'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0282 ***********************************************************************
 QY0282  DESIGNATION -  D 45 RESET
 QY0282  PID         -  QY0282
 QY0282  STATE/COUNTY-  MT/BEAVERHEAD
 QY0282  USGS QUAD   -  GRANT (1988)
 QY0282
 QY0282                         *CURRENT SURVEY CONTROL
 QY0282  ___________________________________________________________________
 QY0282* NAD 83(1986)-  45 00 33.     (N)    113 05 56.     (W)     SCALED    
 QY0282* NAVD 88     -      1795.44   (meters)    5890.5    (feet)  RESET     
 QY0282  ___________________________________________________________________
 QY0282  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 QY0282
 QY0282  VERT ORDER  -  THIRD
 QY0282
 QY0282.The horizontal coordinates were scaled from a topographic map and have
 QY0282.an estimated accuracy of +/- 6 seconds.
 QY0282
 QY0282.The orthometric height was computed from unverified reset data.
 QY0282
 QY0282.The geoid height was determined by GEOID03.
 QY0282
 QY0282;                    North         East    Units  Estimated Accuracy
 QY0282;SPC MT       -    90,900.      316,390.      MT  (+/- 180 meters Scaled)
 QY0282
 QY0282                          SUPERSEDED SURVEY CONTROL
 QY0282
 QY0282.No superseded survey control is available for this station.
 QY0282
 QY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ346861(NAD 83)
 QY0282_MARKER: DB = BENCH MARK DISK
 QY0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0282_STAMPING: D 45 RESET 1963
 QY0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0282+STABILITY: SURFACE MOTION
 QY0282
 QY0282  HISTORY     - Date     Condition        Report By
 QY0282  HISTORY     - 1963     MONUMENTED       CGS
 QY0282  HISTORY     - 1965     GOOD             USGS
 QY0282
 QY0282                          STATION DESCRIPTION
 QY0282
 QY0282'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QY0282'1.7 MI W FROM ARMSTEAD.
 QY0282'1.7 MI. W. OF GRANT, ABOUT 200 FT. E. OF A RD. JCT., 60 FT. N. OF THE
 QY0282'HWY. 36 FT. S. OF THE OLD RD., 5 FT. E. OF A GUY WIRED PHONE POLE,
 QY0282'STD, TAB. SET IN A CONCRETE POST STAMPED D 45 RESET 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0349 ***********************************************************************
 RX0349  DESIGNATION -  D 452
 RX0349  PID         -  RX0349
 RX0349  STATE/COUNTY-  MT/JEFFERSON
 RX0349  USGS QUAD   -  WICKES (1996)
 RX0349
 RX0349                         *CURRENT SURVEY CONTROL
 RX0349  ___________________________________________________________________
 RX0349* NAD 83(1986)-  46 21 28.     (N)    112 06 27.     (W)     SCALED    
 RX0349* NAVD 88     -      1600.814  (meters)    5252.00   (feet)  ADJUSTED  
 RX0349  ___________________________________________________________________
 RX0349  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 RX0349  DYNAMIC HT  -        1600.269 (meters)    5250.22  (feet)  COMP
 RX0349  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 RX0349
 RX0349  VERT ORDER  -  FIRST     CLASS II
 RX0349
 RX0349.The horizontal coordinates were scaled from a topographic map and have
 RX0349.an estimated accuracy of +/- 6 seconds.
 RX0349
 RX0349.The orthometric height was determined by differential leveling
 RX0349.and adjusted by the National Geodetic Survey in June 1991..
 RX0349
 RX0349.The geoid height was determined by GEOID03.
 RX0349
 RX0349.The dynamic height is computed by dividing the NAVD 88
 RX0349.geopotential number by the normal gravity value computed on the
 RX0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0349.degrees latitude (g = 980.6199 gals.).
 RX0349
 RX0349.The modeled gravity was interpolated from observed gravity values.
 RX0349
 RX0349;                    North         East    Units  Estimated Accuracy
 RX0349;SPC MT       -   237,570.      399,470.      MT  (+/- 180 meters Scaled)
 RX0349
 RX0349                          SUPERSEDED SURVEY CONTROL
 RX0349
 RX0349  NGVD 29 (??/??/92) 1599.591  (m)         5247.99   (f) ADJ UNCH    1 2
 RX0349
 RX0349.Superseded values are not recommended for survey control.
 RX0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0349.See file dsdata.txt to determine how the superseded data were derived.
 RX0349
 RX0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS147343(NAD 83)
 RX0349_MARKER: DB = BENCH MARK DISK
 RX0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0349_STAMPING: D 452 1936
 RX0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0349+STABILITY: SURFACE MOTION
 RX0349
 RX0349  HISTORY     - Date     Condition        Report By
 RX0349  HISTORY     - 1936     MONUMENTED       CGS
 RX0349  HISTORY     - 1962     GOOD             NGS
 RX0349
 RX0349                          STATION DESCRIPTION
 RX0349
 RX0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0349'3.95 MI N FROM AMAZON.
 RX0349'3.95 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 RX0349'HOUSE AND SIGN AT AMAZON, 1 POLE SOUTHWEST OF MILEPOLE 239, AT THE
 RX0349'CROSSING OF A DIRT ROAD, 78 FEET SOUTH-SOUTHEAST OF AND ACROSS THE
 RX0349'TRACK FROM THE FIRST POLE SOUTHWEST OF THE MILEPOLE, 52 1/2 FEET
 RX0349'SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING, 49.9 FEET SOUTHEAST OF
 RX0349'THE SOUTHEAST RAIL, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 RX0349'2.5 FEET WEST-NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 RX0349'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 RX0349'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0244 ***********************************************************************
 RW0244  DESIGNATION -  D 453
 RW0244  PID         -  RW0244
 RW0244  STATE/COUNTY-  MT/BROADWATER
 RW0244  USGS QUAD   -  WINSTON (1986)
 RW0244
 RW0244                         *CURRENT SURVEY CONTROL
 RW0244  ___________________________________________________________________
 RW0244* NAD 83(1986)-  46 29 33.     (N)    111 38 41.     (W)     SCALED    
 RW0244* NAVD 88     -      1281.569  (meters)    4204.61   (feet)  ADJUSTED  
 RW0244  ___________________________________________________________________
 RW0244  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 RW0244  DYNAMIC HT  -        1281.262 (meters)    4203.61  (feet)  COMP
 RW0244  MODELED GRAV-     980,330.7   (mgal)                       NAVD 88
 RW0244
 RW0244  VERT ORDER  -  FIRST     CLASS II
 RW0244
 RW0244.The horizontal coordinates were scaled from a topographic map and have
 RW0244.an estimated accuracy of +/- 6 seconds.
 RW0244
 RW0244.The orthometric height was determined by differential leveling
 RW0244.and adjusted by the National Geodetic Survey in June 1991..
 RW0244
 RW0244.The geoid height was determined by GEOID03.
 RW0244
 RW0244.The dynamic height is computed by dividing the NAVD 88
 RW0244.geopotential number by the normal gravity value computed on the
 RW0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0244.degrees latitude (g = 980.6199 gals.).
 RW0244
 RW0244.The modeled gravity was interpolated from observed gravity values.
 RW0244
 RW0244;                    North         East    Units  Estimated Accuracy
 RW0244;SPC MT       -   251,450.      435,460.      MT  (+/- 180 meters Scaled)
 RW0244
 RW0244                          SUPERSEDED SURVEY CONTROL
 RW0244
 RW0244  NGVD 29 (??/??/92) 1280.543  (m)         4201.25   (f) ADJ UNCH    1 2
 RW0244
 RW0244.Superseded values are not recommended for survey control.
 RW0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0244.See file dsdata.txt to determine how the superseded data were derived.
 RW0244
 RW0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS505489(NAD 83)
 RW0244_MARKER: DB = BENCH MARK DISK
 RW0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0244_STAMPING: D 453 1936
 RW0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0244+STABILITY: SURFACE MOTION
 RW0244
 RW0244  HISTORY     - Date     Condition        Report By
 RW0244  HISTORY     - 1936     MONUMENTED       CGS
 RW0244
 RW0244                          STATION DESCRIPTION
 RW0244
 RW0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0244'1.3 MI N FROM WINSTON.
 RW0244'1.3 MILES NORTH ALONG THE WATSON ROAD FROM THE NORTHERN PACIFIC
 RW0244'RAILWAY STATION AT WINSTON, BROADWATER COUNTY, 92 YARDS SOUTH OF A.
 RW0244'DIEHL FARMYARD ENTRANCE GATE, 28 FEET EAST OF THE CENTERLINE OF THE
 RW0244'ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 RW0244'D 453 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0169 ***********************************************************************
 RX0169  DESIGNATION -  D 454
 RX0169  PID         -  RX0169
 RX0169  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0169  USGS QUAD   -  HELENA (1985)
 RX0169
 RX0169                         *CURRENT SURVEY CONTROL
 RX0169  ___________________________________________________________________
 RX0169* NAD 83(1986)-  46 34 47.     (N)    112 01 15.     (W)     SCALED    
 RX0169* NAVD 88     -      1289.949  (meters)    4232.11   (feet)  ADJUSTED  
 RX0169  ___________________________________________________________________
 RX0169  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0169  DYNAMIC HT  -        1289.653 (meters)    4231.14  (feet)  COMP
 RX0169  MODELED GRAV-     980,340.1   (mgal)                       NAVD 88
 RX0169
 RX0169  VERT ORDER  -  FIRST     CLASS II
 RX0169
 RX0169.The horizontal coordinates were scaled from a topographic map and have
 RX0169.an estimated accuracy of +/- 6 seconds.
 RX0169
 RX0169.The orthometric height was determined by differential leveling
 RX0169.and adjusted by the National Geodetic Survey in June 1991..
 RX0169
 RX0169.The geoid height was determined by GEOID03.
 RX0169
 RX0169.The dynamic height is computed by dividing the NAVD 88
 RX0169.geopotential number by the normal gravity value computed on the
 RX0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0169.degrees latitude (g = 980.6199 gals.).
 RX0169
 RX0169.The modeled gravity was interpolated from observed gravity values.
 RX0169
 RX0169;                    North         East    Units  Estimated Accuracy
 RX0169;SPC MT       -   261,990.      406,920.      MT  (+/- 180 meters Scaled)
 RX0169
 RX0169                          SUPERSEDED SURVEY CONTROL
 RX0169
 RX0169  NGVD 29 (??/??/92) 1288.941  (m)         4228.80   (f) ADJ UNCH    1 2
 RX0169
 RX0169.Superseded values are not recommended for survey control.
 RX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0169.See file dsdata.txt to determine how the superseded data were derived.
 RX0169
 RX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS217589(NAD 83)
 RX0169_MARKER: DB = BENCH MARK DISK
 RX0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0169_STAMPING: D 454 1936
 RX0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0169+STABILITY: SURFACE MOTION
 RX0169
 RX0169  HISTORY     - Date     Condition        Report By
 RX0169  HISTORY     - 1936     MONUMENTED       CGS
 RX0169  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0169
 RX0169                          STATION DESCRIPTION
 RX0169
 RX0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RX0169'0.4 MI S FROM HELENA.
 RX0169'0.4 MI. S. ALONG MONTANA AVE. AND MOUNTAIN ROAD FROM THE STATE CAPITOL
 RX0169'BLDG. ALONG THE RIGHT OF WAY OF A MOUNTAIN ROAD LEADING TO THE
 RX0169'RESIDENCE OF DR. C.W. MAHAFFAY, 25 FT. W. OF THE CENTERLINE OF THE
 RX0169'ROAD, 19 FT. W. OF A COMBINATION POWER AND TELEPHONE POLE, 140 YDS. S.
 RX0169'OF B.M. C 454, 175 YDS. N. OF B.M. E 454 AND MARKED WITH A STONE
 RX0169'MOUND.
 RX0169
 RX0169                          STATION RECOVERY (1962)
 RX0169
 RX0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RX0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0131 ***********************************************************************
 RX0131  DESIGNATION -  D 455
 RX0131  PID         -  RX0131
 RX0131  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0131  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0131
 RX0131                         *CURRENT SURVEY CONTROL
 RX0131  ___________________________________________________________________
 RX0131* NAD 83(1986)-  46 37 34.     (N)    112 01 13.     (W)     SCALED    
 RX0131* NAVD 88     -      1160.552  (meters)    3807.58   (feet)  ADJUSTED  
 RX0131  ___________________________________________________________________
 RX0131  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RX0131  DYNAMIC HT  -        1160.318 (meters)    3806.81  (feet)  COMP
 RX0131  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 RX0131
 RX0131  VERT ORDER  -  FIRST     CLASS II
 RX0131
 RX0131.The horizontal coordinates were scaled from a topographic map and have
 RX0131.an estimated accuracy of +/- 6 seconds.
 RX0131
 RX0131.The orthometric height was determined by differential leveling
 RX0131.and adjusted by the National Geodetic Survey in June 1991..
 RX0131
 RX0131.The geoid height was determined by GEOID03.
 RX0131
 RX0131.The dynamic height is computed by dividing the NAVD 88
 RX0131.geopotential number by the normal gravity value computed on the
 RX0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0131.degrees latitude (g = 980.6199 gals.).
 RX0131
 RX0131.The modeled gravity was interpolated from observed gravity values.
 RX0131
 RX0131;                    North         East    Units  Estimated Accuracy
 RX0131;SPC MT       -   267,140.      407,130.      MT  (+/- 180 meters Scaled)
 RX0131
 RX0131                          SUPERSEDED SURVEY CONTROL
 RX0131
 RX0131  NGVD 29 (??/??/92) 1159.581  (m)         3804.39   (f) ADJ UNCH    1 2
 RX0131
 RX0131.Superseded values are not recommended for survey control.
 RX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0131.See file dsdata.txt to determine how the superseded data were derived.
 RX0131
 RX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218641(NAD 83)
 RX0131_MARKER: DB = BENCH MARK DISK
 RX0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0131_STAMPING: D 455 1936
 RX0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0131+STABILITY: SURFACE MOTION
 RX0131
 RX0131  HISTORY     - Date     Condition        Report By
 RX0131  HISTORY     - 1936     MONUMENTED       CGS
 RX0131  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0131
 RX0131                          STATION DESCRIPTION
 RX0131
 RX0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0131'2.8 MI N FROM HELENA.
 RX0131'2.8 MILES NORTH ALONG MONTANA AVENUE AND U.S. HIGHWAY 91 FROM THE
 RX0131'STATE CAPITOL AT HELENA, LEWIS AND CLARK COUNTY, 26 FEET NORTH OF THE
 RX0131'RESURRECTION CEMETERY ENTRANCE DRIVEWAY LEADING TO THE CARETAKERS
 RX0131'HOME, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH
 RX0131'AN ORNAMENTAL FENCE.  A STANDARD DISK, STAMPED D 455 1936 AND SET IN
 RX0131'THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY DESTROYED BY FENCE
 RX0131'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0101 ***********************************************************************
 RX0101  DESIGNATION -  D 456
 RX0101  PID         -  RX0101
 RX0101  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0101  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0101
 RX0101                         *CURRENT SURVEY CONTROL
 RX0101  ___________________________________________________________________
 RX0101* NAD 83(1986)-  46 41 24.     (N)    112 01 18.     (W)     SCALED    
 RX0101* NAVD 88     -      1136.936  (meters)    3730.10   (feet)  ADJUSTED  
 RX0101  ___________________________________________________________________
 RX0101  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0101  DYNAMIC HT  -        1136.706 (meters)    3729.34  (feet)  COMP
 RX0101  MODELED GRAV-     980,373.3   (mgal)                       NAVD 88
 RX0101
 RX0101  VERT ORDER  -  FIRST     CLASS II
 RX0101
 RX0101.The horizontal coordinates were scaled from a topographic map and have
 RX0101.an estimated accuracy of +/- 6 seconds.
 RX0101
 RX0101.The orthometric height was determined by differential leveling
 RX0101.and adjusted by the National Geodetic Survey in June 1991..
 RX0101
 RX0101.The geoid height was determined by GEOID03.
 RX0101
 RX0101.The dynamic height is computed by dividing the NAVD 88
 RX0101.geopotential number by the normal gravity value computed on the
 RX0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0101.degrees latitude (g = 980.6199 gals.).
 RX0101
 RX0101.The modeled gravity was interpolated from observed gravity values.
 RX0101
 RX0101;                    North         East    Units  Estimated Accuracy
 RX0101;SPC MT       -   274,240.      407,250.      MT  (+/- 180 meters Scaled)
 RX0101
 RX0101                          SUPERSEDED SURVEY CONTROL
 RX0101
 RX0101  NGVD 29 (??/??/92) 1135.913  (m)         3726.74   (f) ADJ UNCH    1 2
 RX0101
 RX0101.Superseded values are not recommended for survey control.
 RX0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0101.See file dsdata.txt to determine how the superseded data were derived.
 RX0101
 RX0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218712(NAD 83)
 RX0101_MARKER: DB = BENCH MARK DISK
 RX0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0101_STAMPING: D 456 1936
 RX0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0101+STABILITY: SURFACE MOTION
 RX0101
 RX0101  HISTORY     - Date     Condition        Report By
 RX0101  HISTORY     - 1936     MONUMENTED       CGS
 RX0101  HISTORY     - 1962     GOOD             NGS
 RX0101
 RX0101                          STATION DESCRIPTION
 RX0101
 RX0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0101'6.2 MI N FROM HELENA.
 RX0101'6.2 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0101'PACIFIC RAILROAD AT HELENA, 61 FEET WEST OF THE CENTER LINE OF THE
 RX0101'AVENUE, 61 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD, 71 FEET
 RX0101'SOUTH OF A TELEPHONE POLE, 23 FEET NORTH OF THE WEST END OF A 36-INCH
 RX0101'PIPE CULVERT UNDER THE AVENUE, 5.4 FEET WEST OF A FENCE, ABOUT 1 1/2
 RX0101'FEET LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH
 RX0101'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0092 ***********************************************************************
 RX0092  DESIGNATION -  D 457
 RX0092  PID         -  RX0092
 RX0092  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0092  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0092
 RX0092                         *CURRENT SURVEY CONTROL
 RX0092  ___________________________________________________________________
 RX0092* NAD 83(1986)-  46 44 20.     (N)    112 01 17.     (W)     SCALED    
 RX0092* NAVD 88     -      1217.627  (meters)    3994.83   (feet)  ADJUSTED  
 RX0092  ___________________________________________________________________
 RX0092  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0092  DYNAMIC HT  -        1217.390 (meters)    3994.05  (feet)  COMP
 RX0092  MODELED GRAV-     980,378.2   (mgal)                       NAVD 88
 RX0092
 RX0092  VERT ORDER  -  FIRST     CLASS II
 RX0092
 RX0092.The horizontal coordinates were scaled from a topographic map and have
 RX0092.an estimated accuracy of +/- 6 seconds.
 RX0092
 RX0092.The orthometric height was determined by differential leveling
 RX0092.and adjusted by the National Geodetic Survey in June 1991..
 RX0092
 RX0092.The geoid height was determined by GEOID03.
 RX0092
 RX0092.The dynamic height is computed by dividing the NAVD 88
 RX0092.geopotential number by the normal gravity value computed on the
 RX0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0092.degrees latitude (g = 980.6199 gals.).
 RX0092
 RX0092.The modeled gravity was interpolated from observed gravity values.
 RX0092
 RX0092;                    North         East    Units  Estimated Accuracy
 RX0092;SPC MT       -   279,670.      407,450.      MT  (+/- 180 meters Scaled)
 RX0092
 RX0092                          SUPERSEDED SURVEY CONTROL
 RX0092
 RX0092  NGVD 29 (??/??/92) 1216.606  (m)         3991.48   (f) ADJ UNCH    1 2
 RX0092
 RX0092.Superseded values are not recommended for survey control.
 RX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0092.See file dsdata.txt to determine how the superseded data were derived.
 RX0092
 RX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219766(NAD 83)
 RX0092_MARKER: DB = BENCH MARK DISK
 RX0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0092_STAMPING: D 457 1936
 RX0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0092+STABILITY: SURFACE MOTION
 RX0092
 RX0092  HISTORY     - Date     Condition        Report By
 RX0092  HISTORY     - 1936     MONUMENTED       CGS
 RX0092  HISTORY     - 1962     GOOD             NGS
 RX0092
 RX0092                          STATION DESCRIPTION
 RX0092
 RX0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0092'9.75 MI N FROM HELENA.
 RX0092'9.75 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0092'NORTHERN PACIFIC RAILROAD AT HELENA, 81 YARDS SOUTH-SOUTHWEST OF THE
 RX0092'WEST END OF A LARGE PIPE CULVERT, 63 FEET WEST OF THE CENTER LINE OF
 RX0092'THE AVENUE, 1 1/2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 RX0092'THE AVENUE AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0300 ***********************************************************************
 RW0300  DESIGNATION -  D 458
 RW0300  PID         -  RW0300
 RW0300  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0300  USGS QUAD   -  EAST HELENA (1985)
 RW0300
 RW0300                         *CURRENT SURVEY CONTROL
 RW0300  ___________________________________________________________________
 RW0300* NAD 83(1986)-  46 35 17.     (N)    111 55 31.     (W)     SCALED    
 RW0300* NAVD 88     -      1187.203  (meters)    3895.02   (feet)  ADJUSTED  
 RW0300  ___________________________________________________________________
 RW0300  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RW0300  DYNAMIC HT  -        1186.943 (meters)    3894.16  (feet)  COMP
 RW0300  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 RW0300
 RW0300  VERT ORDER  -  FIRST     CLASS II
 RW0300
 RW0300.The horizontal coordinates were scaled from a topographic map and have
 RW0300.an estimated accuracy of +/- 6 seconds.
 RW0300
 RW0300.The orthometric height was determined by differential leveling
 RW0300.and adjusted by the National Geodetic Survey in June 1991..
 RW0300
 RW0300.The geoid height was determined by GEOID03.
 RW0300
 RW0300.The dynamic height is computed by dividing the NAVD 88
 RW0300.geopotential number by the normal gravity value computed on the
 RW0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0300.degrees latitude (g = 980.6199 gals.).
 RW0300
 RW0300.The modeled gravity was interpolated from observed gravity values.
 RW0300
 RW0300;                    North         East    Units  Estimated Accuracy
 RW0300;SPC MT       -   262,690.      414,270.      MT  (+/- 180 meters Scaled)
 RW0300
 RW0300                          SUPERSEDED SURVEY CONTROL
 RW0300
 RW0300  NGVD 29 (??/??/92) 1186.156  (m)         3891.58   (f) ADJ UNCH    1 2
 RW0300
 RW0300.Superseded values are not recommended for survey control.
 RW0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0300.See file dsdata.txt to determine how the superseded data were derived.
 RW0300
 RW0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS291598(NAD 83)
 RW0300_MARKER: DB = BENCH MARK DISK
 RW0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0300_STAMPING: D 458 1936
 RW0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0300+STABILITY: SURFACE MOTION
 RW0300
 RW0300  HISTORY     - Date     Condition        Report By
 RW0300  HISTORY     - 1936     MONUMENTED       CGS
 RW0300  HISTORY     - 1962     GOOD             NGS
 RW0300
 RW0300                          STATION DESCRIPTION
 RW0300
 RW0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0300'IN EAST HELENA.
 RW0300'AT EAST HELENA, ALONG THE NORTHERN PACIFIC RAILWAY, AT THE CROSSING OF
 RW0300'FIRST STREET, 0.05 MILE WEST OF THE NORTHERN PACIFIC RAILWAY STATION,
 RW0300'1 1/2 POLES WEST OF MILEPOST 234, 35 FEET WEST OF THE CENTER LINE OF
 RW0300'THE STREET, 17.0 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH TRACK, 11.0
 RW0300'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SWITCH STAND, 17
 RW0300'FEET WEST OF AND ACROSS THE STREET FROM AN IRON PIPE SUPPORTING
 RW0300'WARNING SIGNAL LIGHTS, 82 FEET SOUTH OF AND ACROSS THE TRACKS FROM
 RW0300'TELEPHONE POLE 42G, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE
 RW0300'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0275 ***********************************************************************
 RW0275  DESIGNATION -  D 459
 RW0275  PID         -  RW0275
 RW0275  STATE/COUNTY-  MT/JEFFERSON
 RW0275  USGS QUAD   -  EAST HELENA (1985)
 RW0275
 RW0275                         *CURRENT SURVEY CONTROL
 RW0275  ___________________________________________________________________
 RW0275* NAD 83(1986)-  46 34 04.     (N)    111 56 50.     (W)     SCALED    
 RW0275* NAVD 88     -      1262.368  (meters)    4141.62   (feet)  POSTED    
 RW0275  ___________________________________________________________________
 RW0275  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RW0275  DYNAMIC HT  -        1262.080 (meters)    4140.67  (feet)  COMP
 RW0275  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 RW0275
 RW0275  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RW0275
 RW0275.The horizontal coordinates were scaled from a topographic map and have
 RW0275.an estimated accuracy of +/- 6 seconds.
 RW0275
 RW0275.The orthometric height was determined by differential leveling
 RW0275.and adjusted by the National Geodetic Survey in 1992..
 RW0275.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RW0275.rate of 2.1 thru 3.0 mm/km.
 RW0275
 RW0275.The geoid height was determined by GEOID03.
 RW0275
 RW0275.The dynamic height is computed by dividing the NAVD 88
 RW0275.geopotential number by the normal gravity value computed on the
 RW0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0275.degrees latitude (g = 980.6199 gals.).
 RW0275
 RW0275.The modeled gravity was interpolated from observed gravity values.
 RW0275
 RW0275;                    North         East    Units  Estimated Accuracy
 RW0275;SPC MT       -   260,490.      412,520.      MT  (+/- 180 meters Scaled)
 RW0275
 RW0275                          SUPERSEDED SURVEY CONTROL
 RW0275
 RW0275  NGVD 29 (??/??/92) 1261.33   (m)         4138.2    (f) COMPUTED    1 2
 RW0275
 RW0275.Superseded values are not recommended for survey control.
 RW0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0275.See file dsdata.txt to determine how the superseded data were derived.
 RW0275
 RW0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS274575(NAD 83)
 RW0275_MARKER: DB = BENCH MARK DISK
 RW0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0275_STAMPING: D 459 1936
 RW0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0275+STABILITY: SURFACE MOTION
 RW0275
 RW0275  HISTORY     - Date     Condition        Report By
 RW0275  HISTORY     - 1936     MONUMENTED       CGS
 RW0275  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0275
 RW0275                          STATION DESCRIPTION
 RW0275
 RW0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0275'2.0 MI SW FROM EAST HELENA.
 RW0275'IN JEFFERSON COUNTY, 2.0 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE
 RW0275'NORTHERN PACIFIC RAILWAY STATION AT EAST HELENA, LEWIS AND CLARK
 RW0275'COUNTY, 175 YARDS NORTHEAST OF BENCH MARK E 459, DESCRIBED ABOVE, AND
 RW0275'84 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 RW0275'STAMPED D 459 1936 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 RW0275'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0117 ***********************************************************************
 QU0117  DESIGNATION -  D 46 RESET
 QU0117  PID         -  QU0117
 QU0117  STATE/COUNTY-  MT/POWDER RIVER
 QU0117  USGS QUAD   -  BOYES (1982)
 QU0117
 QU0117                         *CURRENT SURVEY CONTROL
 QU0117  ___________________________________________________________________
 QU0117* NAD 83(1986)-  45 17 37.     (N)    105 04 54.     (W)     SCALED    
 QU0117* NAVD 88     -       999.143  (meters)    3278.02   (feet)  ADJUSTED  
 QU0117  ___________________________________________________________________
 QU0117  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 QU0117  DYNAMIC HT  -         998.919 (meters)    3277.29  (feet)  COMP
 QU0117  MODELED GRAV-     980,358.2   (mgal)                       NAVD 88
 QU0117
 QU0117  VERT ORDER  -  FIRST     CLASS II
 QU0117
 QU0117.The horizontal coordinates were scaled from a topographic map and have
 QU0117.an estimated accuracy of +/- 6 seconds.
 QU0117
 QU0117.The orthometric height was determined by differential leveling
 QU0117.and adjusted by the National Geodetic Survey in July 1998..
 QU0117
 QU0117.The geoid height was determined by GEOID03.
 QU0117
 QU0117.The dynamic height is computed by dividing the NAVD 88
 QU0117.geopotential number by the normal gravity value computed on the
 QU0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0117.degrees latitude (g = 980.6199 gals.).
 QU0117
 QU0117.The modeled gravity was interpolated from observed gravity values.
 QU0117
 QU0117;                    North         East    Units  Estimated Accuracy
 QU0117;SPC MT       -   125,760.      946,350.      MT  (+/- 180 meters Scaled)
 QU0117
 QU0117                          SUPERSEDED SURVEY CONTROL
 QU0117
 QU0117  NAVD 88 (03/30/06)  999.051  (m)         3277.72   (f) UNKNOWN     3 0
 QU0117
 QU0117.Superseded values are not recommended for survey control.
 QU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0117.See file dsdata.txt to determine how the superseded data were derived.
 QU0117
 QU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL935155(NAD 83)
 QU0117_MARKER: DB = BENCH MARK DISK
 QU0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0117_STAMPING: D 46 RESET 1954
 QU0117_MARK LOGO: CGS   
 QU0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0117+STABILITY: SURFACE MOTION
 QU0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0117+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 QU0117
 QU0117  HISTORY     - Date     Condition        Report By
 QU0117  HISTORY     - 1954     MONUMENTED       CGS
 QU0117  HISTORY     - 19950928 GOOD             NGS
 QU0117
 QU0117                          STATION DESCRIPTION
 QU0117
 QU0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QU0117'19.7 MI SE FROM BROADUS.
 QU0117'19.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 212 FROM BROADUS, POWDER
 QU0117'RIVER COUNTY, 350 FEET WEST OF A ROAD APPROACH, 78 FEET NORTH
 QU0117'OF THE CENTERLINE OF THE HIGHWAY, 13 FEET EAST OF AN ANGLE IN THE
 QU0117'RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF THE FENCE.  A STANDARD
 QU0117'DISK, STAMPED D 46 RESET 1954 AND SET IN THE TOP OF A CONCRETE
 QU0117'POST.
 QU0117
 QU0117                          STATION RECOVERY (1995)
 QU0117
 QU0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0117'31.8 KM (19.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 QU0117'COURTHOUSE IN BROADUS, 4.8 KM (3.00 MI) NORTHWEST OF THE POST OFFICE
 QU0117'IN BOYES, 115.0 M (377.3 FT) NORTHWEST OF THE EXTENDED CENTER OF A
 QU0117'DRIVEWAY LEADING TO A SMALL BRICK HOUSE, 27.5 M (90.2 FT) NORTHEAST OF
 QU0117'THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 QU0117'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT
 QU0117'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0314 ***********************************************************************
 RW0314  DESIGNATION -  D 460
 RW0314  PID         -  RW0314
 RW0314  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0314  USGS QUAD   -  EAST HELENA (1985)
 RW0314
 RW0314                         *CURRENT SURVEY CONTROL
 RW0314  ___________________________________________________________________
 RW0314* NAD 83(1986)-  46 35 43.     (N)    111 54 54.     (W)     SCALED    
 RW0314* NAVD 88     -      1178.708  (meters)    3867.14   (feet)  ADJUSTED  
 RW0314  ___________________________________________________________________
 RW0314  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 RW0314  DYNAMIC HT  -        1178.451 (meters)    3866.30  (feet)  COMP
 RW0314  MODELED GRAV-     980,355.7   (mgal)                       NAVD 88
 RW0314
 RW0314  VERT ORDER  -  FIRST     CLASS II
 RW0314
 RW0314.The horizontal coordinates were scaled from a topographic map and have
 RW0314.an estimated accuracy of +/- 6 seconds.
 RW0314
 RW0314.The orthometric height was determined by differential leveling
 RW0314.and adjusted by the National Geodetic Survey in June 1991..
 RW0314
 RW0314.The geoid height was determined by GEOID03.
 RW0314
 RW0314.The dynamic height is computed by dividing the NAVD 88
 RW0314.geopotential number by the normal gravity value computed on the
 RW0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0314.degrees latitude (g = 980.6199 gals.).
 RW0314
 RW0314.The modeled gravity was interpolated from observed gravity values.
 RW0314
 RW0314;                    North         East    Units  Estimated Accuracy
 RW0314;SPC MT       -   263,460.      415,080.      MT  (+/- 180 meters Scaled)
 RW0314
 RW0314                          SUPERSEDED SURVEY CONTROL
 RW0314
 RW0314  NGVD 29 (??/??/92) 1177.662  (m)         3863.71   (f) ADJ UNCH    1 2
 RW0314
 RW0314.Superseded values are not recommended for survey control.
 RW0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0314.See file dsdata.txt to determine how the superseded data were derived.
 RW0314
 RW0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299605(NAD 83)
 RW0314_MARKER: DB = BENCH MARK DISK
 RW0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0314_STAMPING: D 460 1936
 RW0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0314+STABILITY: SURFACE MOTION
 RW0314
 RW0314  HISTORY     - Date     Condition        Report By
 RW0314  HISTORY     - 1936     MONUMENTED       CGS
 RW0314  HISTORY     - 1962     GOOD             NGS
 RW0314
 RW0314                          STATION DESCRIPTION
 RW0314
 RW0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0314'0.4 MI N FROM EAST HELENA.
 RW0314'0.4 MILE NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0314'THE GRADE SCHOOL AT EAST HELENA, 28 FEET WEST OF THE CENTER LINE OF
 RW0314'THE ROAD, 92 FEET NORTH OF THE FIRST TELEPHONE POLE NORTH OF THE
 RW0314'INTERSECTION OF LEWIS STREET, 1.2 FEET EAST OF A FENCE, ABOUT LEVEL
 RW0314'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 RW0314'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0339 ***********************************************************************
 RW0339  DESIGNATION -  D 461
 RW0339  PID         -  RW0339
 RW0339  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0339  USGS QUAD   -  EAST HELENA (1985)
 RW0339
 RW0339                         *CURRENT SURVEY CONTROL
 RW0339  ___________________________________________________________________
 RW0339* NAD 83(1986)-  46 37 17.     (N)    111 54 53.     (W)     SCALED    
 RW0339* NAVD 88     -      1153.587  (meters)    3784.73   (feet)  ADJUSTED  
 RW0339  ___________________________________________________________________
 RW0339  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RW0339  DYNAMIC HT  -        1153.340 (meters)    3783.92  (feet)  COMP
 RW0339  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 RW0339
 RW0339  VERT ORDER  -  FIRST     CLASS II
 RW0339
 RW0339.The horizontal coordinates were scaled from a topographic map and have
 RW0339.an estimated accuracy of +/- 6 seconds.
 RW0339
 RW0339.The orthometric height was determined by differential leveling
 RW0339.and adjusted by the National Geodetic Survey in June 1991..
 RW0339
 RW0339.The geoid height was determined by GEOID03.
 RW0339
 RW0339.The dynamic height is computed by dividing the NAVD 88
 RW0339.geopotential number by the normal gravity value computed on the
 RW0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0339.degrees latitude (g = 980.6199 gals.).
 RW0339
 RW0339.The modeled gravity was interpolated from observed gravity values.
 RW0339
 RW0339;                    North         East    Units  Estimated Accuracy
 RW0339;SPC MT       -   266,360.      415,190.      MT  (+/- 180 meters Scaled)
 RW0339
 RW0339                          SUPERSEDED SURVEY CONTROL
 RW0339
 RW0339  NGVD 29 (??/??/92) 1152.547  (m)         3781.31   (f) ADJ UNCH    1 2
 RW0339
 RW0339.Superseded values are not recommended for survey control.
 RW0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0339.See file dsdata.txt to determine how the superseded data were derived.
 RW0339
 RW0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299634(NAD 83)
 RW0339_MARKER: DB = BENCH MARK DISK
 RW0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0339_STAMPING: D 461 1936
 RW0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0339+STABILITY: SURFACE MOTION
 RW0339
 RW0339  HISTORY     - Date     Condition        Report By
 RW0339  HISTORY     - 1936     MONUMENTED       CGS
 RW0339  HISTORY     - 1962     GOOD             NGS
 RW0339
 RW0339                          STATION DESCRIPTION
 RW0339
 RW0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0339'2.05 MI N FROM EAST HELENA.
 RW0339'2.05 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0339'THE GRADE SCHOOL AT EAST HELENA, 35 FEET EAST OF THE CENTER LINE OF
 RW0339'THE ROAD, 198 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM A STEEL
 RW0339'TOWER LEG OF THE SOUTHEAST ROW OF TOWERS OF MONTANA POWER CO. 6 1/2
 RW0339'FEET SOUTH OF THE CENTER OF A SMALL PILE OF ROCKS, 124 FEET
 RW0339'SOUTH-SOUTHEAST OF THE CENTER OF THE EAST END OF A 24-INCH PIPE
 RW0339'CULVERT, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RW0339'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0364 ***********************************************************************
 RW0364  DESIGNATION -  D 462
 RW0364  PID         -  RW0364
 RW0364  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0364  USGS QUAD   -  HAUSER LAKE (1972)
 RW0364
 RW0364                         *CURRENT SURVEY CONTROL
 RW0364  ___________________________________________________________________
 RW0364* NAD 83(1986)-  46 39 27.     (N)    111 51 52.     (W)     SCALED    
 RW0364* NAVD 88     -      1166.731  (meters)    3827.85   (feet)  ADJUSTED  
 RW0364  ___________________________________________________________________
 RW0364  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RW0364  DYNAMIC HT  -        1166.498 (meters)    3827.09  (feet)  COMP
 RW0364  MODELED GRAV-     980,374.3   (mgal)                       NAVD 88
 RW0364
 RW0364  VERT ORDER  -  FIRST     CLASS II
 RW0364
 RW0364.The horizontal coordinates were scaled from a topographic map and have
 RW0364.an estimated accuracy of +/- 6 seconds.
 RW0364
 RW0364.The orthometric height was determined by differential leveling
 RW0364.and adjusted by the National Geodetic Survey in June 1991..
 RW0364
 RW0364.The geoid height was determined by GEOID03.
 RW0364
 RW0364.The dynamic height is computed by dividing the NAVD 88
 RW0364.geopotential number by the normal gravity value computed on the
 RW0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0364.degrees latitude (g = 980.6199 gals.).
 RW0364
 RW0364.The modeled gravity was interpolated from observed gravity values.
 RW0364
 RW0364;                    North         East    Units  Estimated Accuracy
 RW0364;SPC MT       -   270,260.      419,160.      MT  (+/- 180 meters Scaled)
 RW0364
 RW0364                          SUPERSEDED SURVEY CONTROL
 RW0364
 RW0364  NGVD 29 (??/??/92) 1165.706  (m)         3824.49   (f) ADJ UNCH    1 2
 RW0364
 RW0364.Superseded values are not recommended for survey control.
 RW0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0364.See file dsdata.txt to determine how the superseded data were derived.
 RW0364
 RW0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS338674(NAD 83)
 RW0364_MARKER: DB = BENCH MARK DISK
 RW0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0364_STAMPING: D 462 1936
 RW0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0364+STABILITY: SURFACE MOTION
 RW0364
 RW0364  HISTORY     - Date     Condition        Report By
 RW0364  HISTORY     - 1936     MONUMENTED       CGS
 RW0364  HISTORY     - 1962     GOOD             NGS
 RW0364  HISTORY     - 1972     MARK NOT FOUND   USGS
 RW0364
 RW0364                          STATION DESCRIPTION
 RW0364
 RW0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0364'5.8 MI NE FROM EAST HELENA.
 RW0364'2.15 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0364'THE GRADE SCHOOL AT EAST HELENA, THENCE 1.9 MILES NORTHEAST ALONG A
 RW0364'POWER LINE, THENCE 1.75 MILES NORTHEAST ALONG THE YORK ROAD, 30 FEET
 RW0364'NORTHWEST OF THE CENTER LINE OF THE ROAD, 121 FEET NORTHEAST OF THE
 RW0364'NORTHEAST END OF A GATE, 1.4 FEET SOUTHEAST OF A FENCE, 1.3 FEET
 RW0364'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 RW0364'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RW0364
 RW0364                          STATION RECOVERY (1972)
 RW0364
 RW0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RW0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0392 ***********************************************************************
 RW0392  DESIGNATION -  D 463
 RW0392  PID         -  RW0392
 RW0392  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0392  USGS QUAD   -  HAUSER LAKE (1972)
 RW0392
 RW0392                         *CURRENT SURVEY CONTROL
 RW0392  ___________________________________________________________________
 RW0392* NAD 83(1986)-  46 41 37.     (N)    111 48 58.     (W)     SCALED    
 RW0392* NAVD 88     -      1119.150  (meters)    3671.74   (feet)  ADJUSTED  
 RW0392  ___________________________________________________________________
 RW0392  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 RW0392  DYNAMIC HT  -        1118.947 (meters)    3671.08  (feet)  COMP
 RW0392  MODELED GRAV-     980,394.5   (mgal)                       NAVD 88
 RW0392
 RW0392  VERT ORDER  -  FIRST     CLASS II
 RW0392
 RW0392.The horizontal coordinates were scaled from a topographic map and have
 RW0392.an estimated accuracy of +/- 6 seconds.
 RW0392
 RW0392.The orthometric height was determined by differential leveling
 RW0392.and adjusted by the National Geodetic Survey in June 1991..
 RW0392
 RW0392.The geoid height was determined by GEOID03.
 RW0392
 RW0392.The dynamic height is computed by dividing the NAVD 88
 RW0392.geopotential number by the normal gravity value computed on the
 RW0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0392.degrees latitude (g = 980.6199 gals.).
 RW0392
 RW0392.The modeled gravity was interpolated from observed gravity values.
 RW0392
 RW0392;                    North         East    Units  Estimated Accuracy
 RW0392;SPC MT       -   274,160.      422,970.      MT  (+/- 180 meters Scaled)
 RW0392
 RW0392                          SUPERSEDED SURVEY CONTROL
 RW0392
 RW0392  NGVD 29 (??/??/92) 1118.144  (m)         3668.44   (f) ADJ UNCH    1 2
 RW0392
 RW0392.Superseded values are not recommended for survey control.
 RW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0392.See file dsdata.txt to determine how the superseded data were derived.
 RW0392
 RW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS376714(NAD 83)
 RW0392_MARKER: DB = BENCH MARK DISK
 RW0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0392_STAMPING: D 463 1936
 RW0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0392+STABILITY: SURFACE MOTION
 RW0392
 RW0392  HISTORY     - Date     Condition        Report By
 RW0392  HISTORY     - 1936     MONUMENTED       CGS
 RW0392  HISTORY     - 1962     GOOD             NGS
 RW0392
 RW0392                          STATION DESCRIPTION
 RW0392
 RW0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0392'5.45 MI SW FROM YORK.
 RW0392'5.45 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK,
 RW0392'ABOUT 0.2 MILE SOUTH OF BENCH MARK F 463, 0.7 MILE SOUTHWEST VIA ROAD
 RW0392'FROM BENCH MARK K 463, AT THE SOUTHWEST END OF A CUT, 64 FEET
 RW0392'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHEAST OF A
 RW0392'WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 RW0392'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0393 ***********************************************************************
 RW0393  DESIGNATION -  D 463 RESET
 RW0393  PID         -  RW0393
 RW0393  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0393  USGS QUAD   -  HAUSER LAKE (1972)
 RW0393
 RW0393                         *CURRENT SURVEY CONTROL
 RW0393  ___________________________________________________________________
 RW0393* NAD 83(1986)-  46 41 36.     (N)    111 48 57.     (W)     SCALED    
 RW0393* NAVD 88     -      1119.15   (meters)    3671.7    (feet)  RESET     
 RW0393  ___________________________________________________________________
 RW0393  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 RW0393
 RW0393  VERT ORDER  -  THIRD
 RW0393
 RW0393.The horizontal coordinates were scaled from a topographic map and have
 RW0393.an estimated accuracy of +/- 6 seconds.
 RW0393
 RW0393.The orthometric height was computed from unverified reset data.
 RW0393.No vertical observational check was made to the station.
 RW0393
 RW0393.The geoid height was determined by GEOID03.
 RW0393
 RW0393;                    North         East    Units  Estimated Accuracy
 RW0393;SPC MT       -   274,120.      422,990.      MT  (+/- 180 meters Scaled)
 RW0393
 RW0393                          SUPERSEDED SURVEY CONTROL
 RW0393
 RW0393  NGVD 29 (03/30/06) 1118.14   (m)         3668.4    (f) RESET       3  
 RW0393
 RW0393.Superseded values are not recommended for survey control.
 RW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0393.See file dsdata.txt to determine how the superseded data were derived.
 RW0393
 RW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS376714(NAD 83)
 RW0393_MARKER: DB = BENCH MARK DISK
 RW0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0393_STAMPING: D 463 RESET 1974
 RW0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0393+STABILITY: SURFACE MOTION
 RW0393
 RW0393  HISTORY     - Date     Condition        Report By
 RW0393  HISTORY     - 1974     MONUMENTED       MTDH
 RW0393
 RW0393                          STATION DESCRIPTION
 RW0393
 RW0393'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1974
 RW0393'1.47 MI NE FROM YORK.
 RW0393'1.47 MILES NORTHEAST ALONG THE HELENA YORK ROAD FROM THE LAKESIDE
 RW0393'MARINA AT THE BOTTOM OF A HIGH FILL, 135 FEET RIGHT OF THE CENTERLINE
 RW0393'OF THE ROAD HIGHWAY STATION 659+12, 1.3 FEET SOUTHEAST OF A WITNESS
 RW0393'POST, ABOUT 40.5 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 RW0393'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0426 ***********************************************************************
 RW0426  DESIGNATION -  D 464
 RW0426  PID         -  RW0426
 RW0426  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0426  USGS QUAD   -  HAUSER LAKE (1972)
 RW0426
 RW0426                         *CURRENT SURVEY CONTROL
 RW0426  ___________________________________________________________________
 RW0426* NAD 83(1986)-  46 42 34.     (N)    111 47 49.     (W)     SCALED    
 RW0426* NAVD 88     -      1125.890  (meters)    3693.86   (feet)  ADJUSTED  
 RW0426  ___________________________________________________________________
 RW0426  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 RW0426  DYNAMIC HT  -        1125.669 (meters)    3693.13  (feet)  COMP
 RW0426  MODELED GRAV-     980,379.7   (mgal)                       NAVD 88
 RW0426
 RW0426  VERT ORDER  -  FIRST     CLASS II
 RW0426
 RW0426.The horizontal coordinates were scaled from a topographic map and have
 RW0426.an estimated accuracy of +/- 6 seconds.
 RW0426
 RW0426.The orthometric height was determined by differential leveling
 RW0426.and adjusted by the National Geodetic Survey in June 1991..
 RW0426
 RW0426.The geoid height was determined by GEOID03.
 RW0426
 RW0426.The dynamic height is computed by dividing the NAVD 88
 RW0426.geopotential number by the normal gravity value computed on the
 RW0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0426.degrees latitude (g = 980.6199 gals.).
 RW0426
 RW0426.The modeled gravity was interpolated from observed gravity values.
 RW0426
 RW0426;                    North         East    Units  Estimated Accuracy
 RW0426;SPC MT       -   275,870.      424,490.      MT  (+/- 180 meters Scaled)
 RW0426
 RW0426                          SUPERSEDED SURVEY CONTROL
 RW0426
 RW0426  NGVD 29 (??/??/92) 1124.87   (m)         3690.5    (f) COMPUTED    1 2
 RW0426
 RW0426.Superseded values are not recommended for survey control.
 RW0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0426.See file dsdata.txt to determine how the superseded data were derived.
 RW0426
 RW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS390731(NAD 83)
 RW0426_MARKER: DB = BENCH MARK DISK
 RW0426_SETTING: 80 = SET IN A BOULDER
 RW0426_STAMPING: D 464 1936
 RW0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0426+STABILITY: SURFACE MOTION
 RW0426
 RW0426  HISTORY     - Date     Condition        Report By
 RW0426  HISTORY     - 1936     MONUMENTED       CGS
 RW0426  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0426
 RW0426                          STATION DESCRIPTION
 RW0426
 RW0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0426'3.2 MI SW FROM YORK.
 RW0426'3.2 MILES SOUTHWEST ALONG THE EAST HELENA ROAD FROM YORK, LEWIS AND
 RW0426'CLARK COUNTY, 0.5 MILE NORTHEAST OF THE BRIDGE OVER MISSOURI RIVER, 17
 RW0426'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET EAST OF A 10-INCH
 RW0426'PINE TREE, AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED D
 RW0426'464 1938.  NOTE-- IT IS BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0206 ***********************************************************************
 RX0206  DESIGNATION -  D 465
 RX0206  PID         -  RX0206
 RX0206  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0206  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0206
 RX0206                         *CURRENT SURVEY CONTROL
 RX0206  ___________________________________________________________________
 RX0206* NAD 83(1986)-  46 38 43.     (N)    112 04 25.     (W)     SCALED    
 RX0206* NAVD 88     -      1208.514  (meters)    3964.93   (feet)  ADJUSTED  
 RX0206  ___________________________________________________________________
 RX0206  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0206  DYNAMIC HT  -        1208.256 (meters)    3964.09  (feet)  COMP
 RX0206  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 RX0206
 RX0206  VERT ORDER  -  FIRST     CLASS II
 RX0206
 RX0206.The horizontal coordinates were scaled from a topographic map and have
 RX0206.an estimated accuracy of +/- 6 seconds.
 RX0206
 RX0206.The orthometric height was determined by differential leveling
 RX0206.and adjusted by the National Geodetic Survey in June 1991..
 RX0206
 RX0206.The geoid height was determined by GEOID03.
 RX0206
 RX0206.The dynamic height is computed by dividing the NAVD 88
 RX0206.geopotential number by the normal gravity value computed on the
 RX0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0206.degrees latitude (g = 980.6199 gals.).
 RX0206
 RX0206.The modeled gravity was interpolated from observed gravity values.
 RX0206
 RX0206;                    North         East    Units  Estimated Accuracy
 RX0206;SPC MT       -   269,400.      403,120.      MT  (+/- 180 meters Scaled)
 RX0206
 RX0206                          SUPERSEDED SURVEY CONTROL
 RX0206
 RX0206  NGVD 29 (??/??/92) 1207.477  (m)         3961.53   (f) ADJ UNCH    1 2
 RX0206
 RX0206.Superseded values are not recommended for survey control.
 RX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0206.See file dsdata.txt to determine how the superseded data were derived.
 RX0206
 RX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS178663(NAD 83)
 RX0206_MARKER: DB = BENCH MARK DISK
 RX0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0206_STAMPING: D 465 1936
 RX0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0206+STABILITY: SURFACE MOTION
 RX0206
 RX0206  HISTORY     - Date     Condition        Report By
 RX0206  HISTORY     - 1936     MONUMENTED       CGS
 RX0206  HISTORY     - 1962     GOOD             NGS
 RX0206
 RX0206                          STATION DESCRIPTION
 RX0206
 RX0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0206'2.95 MI N FROM HELENA.
 RX0206'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0206'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 0.95 MILE WEST ALONG A
 RX0206'COUNTY ROAD, 176 YARDS WEST OF BENCH MARK C 465, 70 YARDS WEST OF A
 RX0206'GATE IN A FENCE LINE, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 62
 RX0206'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE JUNCTION OF A FENCE,
 RX0206'2.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RX0206'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0230 ***********************************************************************
 RX0230  DESIGNATION -  D 466
 RX0230  PID         -  RX0230
 RX0230  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0230  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0230
 RX0230                         *CURRENT SURVEY CONTROL
 RX0230  ___________________________________________________________________
 RX0230* NAD 83(1986)-  46 37 50.     (N)    112 05 40.     (W)     SCALED    
 RX0230* NAVD 88     -      1204.859  (meters)    3952.94   (feet)  POSTED    
 RX0230  ___________________________________________________________________
 RX0230  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0230  DYNAMIC HT  -        1204.600 (meters)    3952.09  (feet)  COMP
 RX0230  MODELED GRAV-     980,357.5   (mgal)                       NAVD 88
 RX0230
 RX0230  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 RX0230
 RX0230.The horizontal coordinates were scaled from a topographic map and have
 RX0230.an estimated accuracy of +/- 6 seconds.
 RX0230
 RX0230.The orthometric height was determined by differential leveling
 RX0230.and adjusted by the National Geodetic Survey in 1992..
 RX0230.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 RX0230.rate greater than 8.0 mm/km.
 RX0230
 RX0230.The geoid height was determined by GEOID03.
 RX0230
 RX0230.The dynamic height is computed by dividing the NAVD 88
 RX0230.geopotential number by the normal gravity value computed on the
 RX0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0230.degrees latitude (g = 980.6199 gals.).
 RX0230
 RX0230.The modeled gravity was interpolated from observed gravity values.
 RX0230
 RX0230;                    North         East    Units  Estimated Accuracy
 RX0230;SPC MT       -   267,820.      401,470.      MT  (+/- 180 meters Scaled)
 RX0230
 RX0230                          SUPERSEDED SURVEY CONTROL
 RX0230
 RX0230  NGVD 29 (??/??/92) 1203.879  (m)         3949.73   (f) ADJ UNCH    1 2
 RX0230
 RX0230.Superseded values are not recommended for survey control.
 RX0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0230.See file dsdata.txt to determine how the superseded data were derived.
 RX0230
 RX0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS162646(NAD 83)
 RX0230_MARKER: DB = BENCH MARK DISK
 RX0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0230_STAMPING: D 466 1936
 RX0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0230+STABILITY: SURFACE MOTION
 RX0230
 RX0230  HISTORY     - Date     Condition        Report By
 RX0230  HISTORY     - 1936     MONUMENTED       CGS
 RX0230  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0230
 RX0230                          STATION DESCRIPTION
 RX0230
 RX0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0230'IN FORT HARRISON.
 RX0230'AT FORT HARRISON, LEWIS AND CLARK COUNTY AT THE NORTHEAST BOUNDARY
 RX0230'CORNER OF THE RESERVATION, 0.1 MILE WEST OF NORTHERN PACIFIC RAILWAY
 RX0230'MILEPOST 45, 195 YARDS WEST OF BENCH MARK C 466, DESCRIBED ABOVE, 75
 RX0230'YARDS SOUTHEAST OF THE MONTANA POWER CO. GAS METER STATION, 23 FEET
 RX0230'NORTH OF THE TRACK, 26 FEET SOUTH OF THE CENTERLINE OF THE FORT
 RX0230'HARRISON-AUSTIN ROAD RUNNING ALONG THE NORTH BOUNDARY OF FORT
 RX0230'HARRISON, 40 FEET WEST OF THE CENTERLINE OF THE HELENA-MARYSVILLE
 RX0230'ROAD, AND NEAR A ROCK MOUND.  A STANDARD DISK, STAMPED D 466 1936 AND
 RX0230'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND. NOTE--
 RX0230'MAY BE UNDER FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0254 ***********************************************************************
 RX0254  DESIGNATION -  D 467
 RX0254  PID         -  RX0254
 RX0254  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0254  USGS QUAD   -  HELENA (1985)
 RX0254
 RX0254                         *CURRENT SURVEY CONTROL
 RX0254  ___________________________________________________________________
 RX0254* NAD 83(1986)-  46 36 57.     (N)    112 06 28.     (W)     SCALED    
 RX0254* NAVD 88     -      1234.114  (meters)    4048.92   (feet)  ADJUSTED  
 RX0254  ___________________________________________________________________
 RX0254  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 RX0254  DYNAMIC HT  -        1233.837 (meters)    4048.01  (feet)  COMP
 RX0254  MODELED GRAV-     980,347.9   (mgal)                       NAVD 88
 RX0254
 RX0254  VERT ORDER  -  FIRST     CLASS II
 RX0254
 RX0254.The horizontal coordinates were scaled from a topographic map and have
 RX0254.an estimated accuracy of +/- 6 seconds.
 RX0254
 RX0254.The orthometric height was determined by differential leveling
 RX0254.and adjusted by the National Geodetic Survey in June 1991..
 RX0254
 RX0254.The geoid height was determined by GEOID03.
 RX0254
 RX0254.The dynamic height is computed by dividing the NAVD 88
 RX0254.geopotential number by the normal gravity value computed on the
 RX0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0254.degrees latitude (g = 980.6199 gals.).
 RX0254
 RX0254.The modeled gravity was interpolated from observed gravity values.
 RX0254
 RX0254;                    North         East    Units  Estimated Accuracy
 RX0254;SPC MT       -   266,220.      400,400.      MT  (+/- 180 meters Scaled)
 RX0254
 RX0254                          SUPERSEDED SURVEY CONTROL
 RX0254
 RX0254  NGVD 29 (??/??/92) 1233.061  (m)         4045.47   (f) ADJ UNCH    1 2
 RX0254
 RX0254.Superseded values are not recommended for survey control.
 RX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0254.See file dsdata.txt to determine how the superseded data were derived.
 RX0254
 RX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS151630(NAD 83)
 RX0254_MARKER: DB = BENCH MARK DISK
 RX0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0254_STAMPING: D 467 1936
 RX0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0254+STABILITY: SURFACE MOTION
 RX0254
 RX0254  HISTORY     - Date     Condition        Report By
 RX0254  HISTORY     - 1936     MONUMENTED       CGS
 RX0254  HISTORY     - 1962     GOOD             NGS
 RX0254
 RX0254                          STATION DESCRIPTION
 RX0254
 RX0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0254'1.4 MI S FROM FORT HARRISON.
 RX0254'1.0 MILE SOUTH ALONG THE WEST BOUNDARY FENCE AND A TRACK ROAD FROM THE
 RX0254'NORTHWEST CORNER FENCE BOUNDARY AT FORT HARRISON, THENCE 0.4 MILE EAST
 RX0254'ACROSS COUNTRY, AT A TARGET RANGE, 350 YARDS EAST OF BENCH MARK B 467,
 RX0254'DUE SOUTH OF A HIGH BRICK SMOKE STACK, AND SET IN THE TOP OF A GRANITE
 RX0254'POST PROJECTING 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0012 ***********************************************************************
 RX0012  DESIGNATION -  D 468
 RX0012  PID         -  RX0012
 RX0012  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0012  USGS QUAD   -  HELENA (1985)
 RX0012
 RX0012                         *CURRENT SURVEY CONTROL
 RX0012  ___________________________________________________________________
 RX0012* NAD 83(1986)-  46 36 30.     (N)    112 03 01.     (W)     SCALED    
 RX0012* NAVD 88     -      1199.474  (meters)    3935.27   (feet)  ADJUSTED  
 RX0012  ___________________________________________________________________
 RX0012  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0012  DYNAMIC HT  -        1199.231 (meters)    3934.48  (feet)  COMP
 RX0012  MODELED GRAV-     980,370.8   (mgal)                       NAVD 88
 RX0012
 RX0012  VERT ORDER  -  FIRST     CLASS II
 RX0012
 RX0012.The horizontal coordinates were scaled from a topographic map and have
 RX0012.an estimated accuracy of +/- 6 seconds.
 RX0012
 RX0012.The orthometric height was determined by differential leveling
 RX0012.and adjusted by the National Geodetic Survey in June 1991..
 RX0012.WARNING-Repeat measurements at this control monument indicate possible
 RX0012.vertical movement.
 RX0012
 RX0012.The geoid height was determined by GEOID03.
 RX0012
 RX0012.The dynamic height is computed by dividing the NAVD 88
 RX0012.geopotential number by the normal gravity value computed on the
 RX0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0012.degrees latitude (g = 980.6199 gals.).
 RX0012
 RX0012.The modeled gravity was interpolated from observed gravity values.
 RX0012
 RX0012;                    North         East    Units  Estimated Accuracy
 RX0012;SPC MT       -   265,240.      404,770.      MT  (+/- 180 meters Scaled)
 RX0012
 RX0012                          SUPERSEDED SURVEY CONTROL
 RX0012
 RX0012  NGVD 29 (??/??/92) 1198.453  (m)         3931.92   (f) ADJ UNCH    1 2
 RX0012
 RX0012.Superseded values are not recommended for survey control.
 RX0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0012.See file dsdata.txt to determine how the superseded data were derived.
 RX0012
 RX0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS195621(NAD 83)
 RX0012_MARKER: DB = BENCH MARK DISK
 RX0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0012_SP_SET: CONCRETE POST
 RX0012_STAMPING: D 468 1936
 RX0012_MARK LOGO: CGS   
 RX0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0012+STABILITY: SURFACE MOTION
 RX0012
 RX0012  HISTORY     - Date     Condition        Report By
 RX0012  HISTORY     - 1936     MONUMENTED       CGS
 RX0012  HISTORY     - 1962     GOOD             NGS
 RX0012  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0012  HISTORY     - 19820323 MARK NOT FOUND   NGS
 RX0012
 RX0012                          STATION DESCRIPTION
 RX0012
 RX0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0012'0.45 MI NW FROM HELENA.
 RX0012'0.45 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0012'OF BENTON AVENUE AT HELENA, 26 1/2 FEET SOUTH-SOUTHEAST OF THE 15TH
 RX0012'POLE WEST-NORTHWEST OF MILEPOLE 213, 7 POLES WEST-NORTHWEST OF BENCH
 RX0012'MARK E 468, 47.0 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 2.2 FEET
 RX0012'NORTH-NORTHEAST OF A FENCE, 1.0 FOOT SOUTH-SOUTHWEST OF A WITNESS
 RX0012'POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RX0012'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 RX0012
 RX0012                          STATION RECOVERY (1979)
 RX0012
 RX0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0012'MARK NOT FOUND.
 RX0012
 RX0012                          STATION RECOVERY (1982)
 RX0012
 RX0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RX0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0087 ***********************************************************************
 QW0087  DESIGNATION -  D 47
 QW0087  PID         -  QW0087
 QW0087  STATE/COUNTY-  MT/CARBON
 QW0087  USGS QUAD   -  WARREN (1969)
 QW0087
 QW0087                         *CURRENT SURVEY CONTROL
 QW0087  ___________________________________________________________________
 QW0087* NAD 83(1986)-  45 04 27.     (N)    108 41 44.     (W)     SCALED    
 QW0087* NAVD 88     -      1352.541  (meters)    4437.46   (feet)  ADJUSTED  
 QW0087  ___________________________________________________________________
 QW0087  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 QW0087  DYNAMIC HT  -        1352.023 (meters)    4435.76  (feet)  COMP
 QW0087  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 QW0087
 QW0087  VERT ORDER  -  FIRST     CLASS II
 QW0087
 QW0087.The horizontal coordinates were scaled from a topographic map and have
 QW0087.an estimated accuracy of +/- 6 seconds.
 QW0087
 QW0087.The orthometric height was determined by differential leveling
 QW0087.and adjusted by the National Geodetic Survey in June 1991..
 QW0087
 QW0087.The geoid height was determined by GEOID03.
 QW0087
 QW0087.The dynamic height is computed by dividing the NAVD 88
 QW0087.geopotential number by the normal gravity value computed on the
 QW0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0087.degrees latitude (g = 980.6199 gals.).
 QW0087
 QW0087.The modeled gravity was interpolated from observed gravity values.
 QW0087
 QW0087;                    North         East    Units  Estimated Accuracy
 QW0087;SPC MT       -    91,930.      663,340.      MT  (+/- 180 meters Scaled)
 QW0087
 QW0087                          SUPERSEDED SURVEY CONTROL
 QW0087
 QW0087  NGVD 29 (??/??/92) 1351.574  (m)         4434.29   (f) ADJ UNCH    1 2
 QW0087
 QW0087.Superseded values are not recommended for survey control.
 QW0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0087.See file dsdata.txt to determine how the superseded data were derived.
 QW0087
 QW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ813937(NAD 83)
 QW0087_MARKER: DB = BENCH MARK DISK
 QW0087_SETTING: 0 = UNSPECIFIED SETTING
 QW0087_STAMPING: D 47 1933
 QW0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0087
 QW0087  HISTORY     - Date     Condition        Report By
 QW0087  HISTORY     - 1933     MONUMENTED       CGS
 QW0087  HISTORY     - 1969     GOOD             USGS
 QW0087
 QW0087                          STATION DESCRIPTION
 QW0087
 QW0087'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QW0087'1.0 MI N FROM WARREN.
 QW0087'TO REACH THE MARK FROM THE INTERSECTION OF U.S. 310 AND THE PRYOR
 QW0087'MOUNTAIN ROAD IN WARREN HEAD NORTH ON U.S. 310 2.1 MILES TO A T-RD.
 QW0087'WEST ON TOP OF A HILL.  TURN LEFT AND FOLLOW FAINT ROAD NORTHWEST
 QW0087'ALONG THE WEST SIDE OF THE HIGHWAY TO THE R/W FENCE ON THE RAILROAD.
 QW0087'TURN RIGHT, NORTHWEST, AND FOLLOW R/W FENCE TO MILE MARKER 468.  MARK
 QW0087'IS 2075 FT. SOUTHEAST ALONG TRACK FROM MARKER THENCE 113 FT. NORTHEAST
 QW0087'OF CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0333 ***********************************************************************
 TN0333  DESIGNATION -  D 470
 TN0333  PID         -  TN0333
 TN0333  STATE/COUNTY-  MT/LINCOLN
 TN0333  USGS QUAD   -  TROY (1983)
 TN0333
 TN0333                         *CURRENT SURVEY CONTROL
 TN0333  ___________________________________________________________________
 TN0333* NAD 83(1986)-  48 28 46.     (N)    115 54 15.     (W)     SCALED    
 TN0333* NAVD 88     -       609.859  (meters)    2000.85   (feet)  ADJUSTED  
 TN0333  ___________________________________________________________________
 TN0333  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0333  DYNAMIC HT  -         609.911 (meters)    2001.02  (feet)  COMP
 TN0333  MODELED GRAV-     980,676.7   (mgal)                       NAVD 88
 TN0333
 TN0333  VERT ORDER  -  FIRST     CLASS II
 TN0333
 TN0333.The horizontal coordinates were scaled from a topographic map and have
 TN0333.an estimated accuracy of +/- 6 seconds.
 TN0333
 TN0333.The orthometric height was determined by differential leveling
 TN0333.and adjusted by the National Geodetic Survey in June 1991..
 TN0333.WARNING-Repeat measurements at this control monument indicate possible
 TN0333.vertical movement.
 TN0333
 TN0333.The geoid height was determined by GEOID03.
 TN0333
 TN0333.The dynamic height is computed by dividing the NAVD 88
 TN0333.geopotential number by the normal gravity value computed on the
 TN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0333.degrees latitude (g = 980.6199 gals.).
 TN0333
 TN0333.The modeled gravity was interpolated from observed gravity values.
 TN0333
 TN0333;                    North         East    Units  Estimated Accuracy
 TN0333;SPC MT       -   489,330.      127,190.      MT  (+/- 180 meters Scaled)
 TN0333
 TN0333                          SUPERSEDED SURVEY CONTROL
 TN0333
 TN0333  NGVD 29 (??/??/92)  608.695  (m)         1997.03   (f) ADJ UNCH    1 2
 TN0333
 TN0333.Superseded values are not recommended for survey control.
 TN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0333.See file dsdata.txt to determine how the superseded data were derived.
 TN0333
 TN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP809701(NAD 83)
 TN0333_MARKER: DB = BENCH MARK DISK
 TN0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0333_STAMPING: D 470 1944
 TN0333_PROJECTION: RECESSED 25 CENTIMETERS
 TN0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0333+STABILITY: SURFACE MOTION
 TN0333
 TN0333  HISTORY     - Date     Condition        Report By
 TN0333  HISTORY     - 1944     MONUMENTED       CGS
 TN0333  HISTORY     - 1980     GOOD             NGS
 TN0333
 TN0333                          STATION DESCRIPTION
 TN0333
 TN0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TN0333'1.2 MI NW FROM TROY.
 TN0333'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TN0333'RAILWAY STATION AT TROY, LINCOLN COUNTY, AT THE ENTRANCE TO TROY
 TN0333'AIRPORT, 43 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET
 TN0333'NORTHWEST OF THE CENTERLINE OF A CATTLEGUARD, 1 FOOT SOUTHWEST OF THE
 TN0333'FENCE, AND 1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  AN IRON
 TN0333'BENCH-MARK DISK, STAMPED D 470 1944 AND SET IN THE TOP OF A CONCRETE
 TN0333'POST FLUSH WITH THE GROUND.
 TN0333
 TN0333                          STATION RECOVERY (1980)
 TN0333
 TN0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0333'1.8 KILOMETERS (1.1 MILE) NORTHWEST ALONG US HIGHWAY 2 FROM THE HIGH
 TN0333'SCHOOL IN TROY, AT THE TROY AIRPORT, 14.0 METERS (46.0 FEET) NORTHEAST
 TN0333'OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0 FEET) NORTHWEST OF
 TN0333'THE CENTERLINE OF THE ENTRANCE TO THE AIRPORT TAXI WAY, 0.8 METER
 TN0333'2.8 FEET) SOUTHWEST OF A BARBED WIRE FENCE LINE.
 TN0333'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TN0333'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0574 ***********************************************************************
 SU0574  DESIGNATION -  D 471
 SU0574  PID         -  SU0574
 SU0574  STATE/COUNTY-  MT/SANDERS
 SU0574  USGS QUAD   -  LARCHWOOD (1983)
 SU0574
 SU0574                         *CURRENT SURVEY CONTROL
 SU0574  ___________________________________________________________________
 SU0574* NAD 83(1986)-  47 51 13.     (N)    115 37 53.     (W)     SCALED    
 SU0574* NAVD 88     -       716.151  (meters)    2349.57   (feet)  ADJUSTED  
 SU0574  ___________________________________________________________________
 SU0574  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 SU0574  DYNAMIC HT  -         716.158 (meters)    2349.59  (feet)  COMP
 SU0574  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 SU0574
 SU0574  VERT ORDER  -  FIRST     CLASS II
 SU0574
 SU0574.The horizontal coordinates were scaled from a topographic map and have
 SU0574.an estimated accuracy of +/- 6 seconds.
 SU0574
 SU0574.The orthometric height was determined by differential leveling
 SU0574.and adjusted by the National Geodetic Survey in June 1991..
 SU0574
 SU0574.The geoid height was determined by GEOID03.
 SU0574
 SU0574.The dynamic height is computed by dividing the NAVD 88
 SU0574.geopotential number by the normal gravity value computed on the
 SU0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0574.degrees latitude (g = 980.6199 gals.).
 SU0574
 SU0574.The modeled gravity was interpolated from observed gravity values.
 SU0574
 SU0574;                    North         East    Units  Estimated Accuracy
 SU0574;SPC MT       -   418,370.      141,850.      MT  (+/- 180 meters Scaled)
 SU0574
 SU0574                          SUPERSEDED SURVEY CONTROL
 SU0574
 SU0574  NGVD 29 (??/??/92)  714.979  (m)         2345.73   (f) ADJ UNCH    1 2
 SU0574
 SU0574.Superseded values are not recommended for survey control.
 SU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0574.See file dsdata.txt to determine how the superseded data were derived.
 SU0574
 SU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP023009(NAD 83)
 SU0574_MARKER: DB = BENCH MARK DISK
 SU0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0574_STAMPING: D 471 1944
 SU0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0574+STABILITY: SURFACE MOTION
 SU0574
 SU0574  HISTORY     - Date     Condition        Report By
 SU0574  HISTORY     - 1944     MONUMENTED       CGS
 SU0574  HISTORY     - 1959     GOOD             NGS
 SU0574
 SU0574                          STATION DESCRIPTION
 SU0574
 SU0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0574'1.9 MI NW FROM TROUT CREEK.
 SU0574'ABOUT 1.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0574'ABANDONED STATION AT TROUT CREEK, 38 FEET SOUTH OF AND ACROSS THE
 SU0574'TRACK FROM MILEPOST 56, 16.6 FEET SOUTH-SOUTHWEST OF THE
 SU0574'SOUTH-SOUTHWEST RAIL, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 SU0574'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 SU0574'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0346 ***********************************************************************
 SU0346  DESIGNATION -  D 472
 SU0346  PID         -  SU0346
 SU0346  STATE/COUNTY-  MT/SANDERS
 SU0346  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0346
 SU0346                         *CURRENT SURVEY CONTROL
 SU0346  ___________________________________________________________________
 SU0346* NAD 83(1986)-  47 35 55.     (N)    115 21 29.     (W)     SCALED    
 SU0346* NAVD 88     -       746.046  (meters)    2447.65   (feet)  ADJUSTED  
 SU0346  ___________________________________________________________________
 SU0346  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 SU0346  DYNAMIC HT  -         746.020 (meters)    2447.57  (feet)  COMP
 SU0346  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 SU0346
 SU0346  VERT ORDER  -  FIRST     CLASS II
 SU0346
 SU0346.The horizontal coordinates were scaled from a topographic map and have
 SU0346.an estimated accuracy of +/- 6 seconds.
 SU0346
 SU0346.The orthometric height was determined by differential leveling
 SU0346.and adjusted by the National Geodetic Survey in June 1991..
 SU0346
 SU0346.The geoid height was determined by GEOID03.
 SU0346
 SU0346.The dynamic height is computed by dividing the NAVD 88
 SU0346.geopotential number by the normal gravity value computed on the
 SU0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0346.degrees latitude (g = 980.6199 gals.).
 SU0346
 SU0346.The modeled gravity was interpolated from observed gravity values.
 SU0346
 SU0346;                    North         East    Units  Estimated Accuracy
 SU0346;SPC MT       -   388,550.      160,120.      MT  (+/- 180 meters Scaled)
 SU0346
 SU0346                          SUPERSEDED SURVEY CONTROL
 SU0346
 SU0346  NGVD 29 (??/??/92)  744.891  (m)         2443.86   (f) ADJ UNCH    1 2
 SU0346
 SU0346.Superseded values are not recommended for survey control.
 SU0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0346.See file dsdata.txt to determine how the superseded data were derived.
 SU0346
 SU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN234729(NAD 83)
 SU0346_MARKER: DB = BENCH MARK DISK
 SU0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0346_STAMPING: D 472 1944
 SU0346_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0346+STABILITY: SURFACE MOTION
 SU0346
 SU0346  HISTORY     - Date     Condition        Report By
 SU0346  HISTORY     - 1944     MONUMENTED       CGS
 SU0346  HISTORY     - 1980     GOOD             NGS
 SU0346
 SU0346                          STATION DESCRIPTION
 SU0346
 SU0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0346'0.6 MI NW FROM THOMPSON FALLS.
 SU0346'ALONG THE NORTHERN PACIFIC RAILWAY, 0.6 MILE NORTHWEST OF THE STATION
 SU0346'AT THOMPSON FALLS, 5 3/4 39-FOOT RAILS NORTHWEST OF MILEPOST NO. 32
 SU0346'(MEASURED ALONG THE TRACK), NEAR THE NORTHWEST END OF A DIRT CUT ON
 SU0346'THE SOUTHWEST SIDE OF RAILWAY, AT U. S. HIGHWAY 10A SURVEY STATION NO.
 SU0346'648 + 40, 70.6 FEET SOUTHWEST OF SOUTHWEST RAIL, 2.5 FEET NORTHWEST OF
 SU0346'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 2.0
 SU0346'INCHES ABOVE THE GROUND.
 SU0346
 SU0346                          STATION RECOVERY (1980)
 SU0346
 SU0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0346'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG STATE HIGHWAY 200 FROM THE
 SU0346'BURLINGTON NORTHERN RAILWAY STATION IN THOMPSON FALLS, 0.4 KILOMETER
 SU0346'(0.25 MILE) NORTHWEST OF HIGHWAY MILEPOST 50, 0.1 KILOMETER (0.05
 SU0346'MILE) NORTHWEST OF A POWER LINE CROSSING THE HIGHWAY, 60.1 METERS
 SU0346'(197 FEET) SOUTHEAST OF A 36-INCH DIAMETER LONE PONDEROSA PINE
 SU0346'TREE, 76.0 METERS (249 FEET) WEST AND ACROSS THE TRACKS FROM RAILWAY
 SU0346'MILEPOST 32, 21.5 METERS (70.6 FEET) SOUTHWEST OF THE SOUTHWEST
 SU0346'RAIL OF THE MAIN TRACKS, 17.4 METERS (57.0 FEET) NORTHEAST OF THE
 SU0346'CENTERLINE OF THE HIGHWAY.
 SU0346'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0222 ***********************************************************************
 SU0222  DESIGNATION -  D 473
 SU0222  PID         -  SU0222
 SU0222  STATE/COUNTY-  MT/SANDERS
 SU0222  USGS QUAD   -  PARADISE (1984)
 SU0222
 SU0222                         *CURRENT SURVEY CONTROL
 SU0222  ___________________________________________________________________
 SU0222* NAD 83(1986)-  47 24 04.     (N)    114 48 54.     (W)     SCALED    
 SU0222* NAVD 88     -       757.495  (meters)    2485.21   (feet)  ADJUSTED  
 SU0222  ___________________________________________________________________
 SU0222  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 SU0222  DYNAMIC HT  -         757.457 (meters)    2485.09  (feet)  COMP
 SU0222  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 SU0222
 SU0222  VERT ORDER  -  FIRST     CLASS II
 SU0222
 SU0222.The horizontal coordinates were scaled from a topographic map and have
 SU0222.an estimated accuracy of +/- 6 seconds.
 SU0222
 SU0222.The orthometric height was determined by differential leveling
 SU0222.and adjusted by the National Geodetic Survey in June 1991..
 SU0222
 SU0222.The geoid height was determined by GEOID03.
 SU0222
 SU0222.The dynamic height is computed by dividing the NAVD 88
 SU0222.geopotential number by the normal gravity value computed on the
 SU0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0222.degrees latitude (g = 980.6199 gals.).
 SU0222
 SU0222.The modeled gravity was interpolated from observed gravity values.
 SU0222
 SU0222;                    North         East    Units  Estimated Accuracy
 SU0222;SPC MT       -   363,740.      199,340.      MT  (+/- 180 meters Scaled)
 SU0222
 SU0222                          SUPERSEDED SURVEY CONTROL
 SU0222
 SU0222  NGVD 29 (??/??/92)  756.358  (m)         2481.48   (f) ADJ UNCH    1 2
 SU0222
 SU0222.Superseded values are not recommended for survey control.
 SU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0222.See file dsdata.txt to determine how the superseded data were derived.
 SU0222
 SU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN648520(NAD 83)
 SU0222_MARKER: DB = BENCH MARK DISK
 SU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0222_STAMPING: D 473 1944
 SU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0222+STABILITY: SURFACE MOTION
 SU0222
 SU0222  HISTORY     - Date     Condition        Report By
 SU0222  HISTORY     - 1944     MONUMENTED       CGS
 SU0222  HISTORY     - 1980     GOOD             NGS
 SU0222  HISTORY     - 1981     GOOD             BPA
 SU0222
 SU0222                          STATION DESCRIPTION
 SU0222
 SU0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0222'1.0 MI NW FROM PARADISE.
 SU0222'1.0 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0222'STATION AT PARADISE, SET AT MILEPOST NO. 1, 98.4 FEET SOUTHEAST OF THE
 SU0222'MILEPOST, 23.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 SU0222'NORTHEAST-MOST TRACK, 2.5 FEET NORTHEAST OF THE FIRST POLE SOUTHEAST
 SU0222'OF THE MILEPOST, 2 FEET SOUTHEAST OF REFERENCE POST.  IRON BENCH MARK
 SU0222'DISK SET IN TOP OF CONCRETE PRECAST POST PROJECTING ABOUT 0.4 FOOT
 SU0222'ABOVE THE GROUND.
 SU0222
 SU0222                          STATION RECOVERY (1980)
 SU0222
 SU0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0222'RECOVERED IN GOOD CONDITION.
 SU0222
 SU0222                          STATION RECOVERY (1981)
 SU0222
 SU0222'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1981
 SU0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0401 ***********************************************************************
 SU0401  DESIGNATION -  D 474
 SU0401  PID         -  SU0401
 SU0401  STATE/COUNTY-  MT/MINERAL
 SU0401  USGS QUAD   -  WILSON GULCH (1988)
 SU0401
 SU0401                         *CURRENT SURVEY CONTROL
 SU0401  ___________________________________________________________________
 SU0401* NAD 83(1986)-  47 14 25.     (N)    115 03 26.     (W)     SCALED    
 SU0401* NAVD 88     -       809.505  (meters)    2655.85   (feet)  ADJUSTED  
 SU0401  ___________________________________________________________________
 SU0401  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 SU0401  DYNAMIC HT  -         809.428 (meters)    2655.60  (feet)  COMP
 SU0401  MODELED GRAV-     980,492.5   (mgal)                       NAVD 88
 SU0401
 SU0401  VERT ORDER  -  FIRST     CLASS II
 SU0401
 SU0401.The horizontal coordinates were scaled from a topographic map and have
 SU0401.an estimated accuracy of +/- 6 seconds.
 SU0401
 SU0401.The orthometric height was determined by differential leveling
 SU0401.and adjusted by the National Geodetic Survey in June 1991..
 SU0401
 SU0401.The geoid height was determined by GEOID03.
 SU0401
 SU0401.The dynamic height is computed by dividing the NAVD 88
 SU0401.geopotential number by the normal gravity value computed on the
 SU0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0401.degrees latitude (g = 980.6199 gals.).
 SU0401
 SU0401.The modeled gravity was interpolated from observed gravity values.
 SU0401
 SU0401;                    North         East    Units  Estimated Accuracy
 SU0401;SPC MT       -   347,190.      179,840.      MT  (+/- 180 meters Scaled)
 SU0401
 SU0401                          SUPERSEDED SURVEY CONTROL
 SU0401
 SU0401  NGVD 29 (??/??/92)  808.360  (m)         2652.09   (f) ADJ UNCH    1 2
 SU0401
 SU0401.Superseded values are not recommended for survey control.
 SU0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0401.See file dsdata.txt to determine how the superseded data were derived.
 SU0401
 SU0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN470336(NAD 83)
 SU0401_MARKER: DB = BENCH MARK DISK
 SU0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0401_STAMPING: D 474 1944
 SU0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0401+STABILITY: SURFACE MOTION
 SU0401
 SU0401  HISTORY     - Date     Condition        Report By
 SU0401  HISTORY     - 1944     MONUMENTED       CGS
 SU0401
 SU0401                          STATION DESCRIPTION
 SU0401
 SU0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0401'4.3 MI SE FROM ST REGIS.
 SU0401'4.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0401'STATION AT ST. REGIS, SET AT MILEPOST NO. 193, 5 RAILS NORTH OF THE
 SU0401'MILEPOST, 35 FEET WEST OF THE WEST RAIL OF TRACK, 19 FEET EAST OF
 SU0401'CENTER-LINE OF ROAD PARALLELING TRACK, 1.5 FEET WEST OF FENCE, 2.5
 SU0401'FEET SOUTH OF REFERENCE POST.  IRON BENCH MARK DISK SET IN TOP OF A
 SU0401'CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.6 FOOT ABOVE
 SU0401'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0180 ***********************************************************************
 SU0180  DESIGNATION -  D 475
 SU0180  PID         -  SU0180
 SU0180  STATE/COUNTY-  MT/MINERAL
 SU0180  USGS QUAD   -  LOZEAU (1985)
 SU0180
 SU0180                         *CURRENT SURVEY CONTROL
 SU0180  ___________________________________________________________________
 SU0180* NAD 83(1986)-  47 02 26.     (N)    114 45 58.     (W)     SCALED    
 SU0180* NAVD 88     -       879.851  (meters)    2886.64   (feet)  ADJUSTED  
 SU0180  ___________________________________________________________________
 SU0180  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 SU0180  DYNAMIC HT  -         879.739 (meters)    2886.28  (feet)  COMP
 SU0180  MODELED GRAV-     980,457.5   (mgal)                       NAVD 88
 SU0180
 SU0180  VERT ORDER  -  FIRST     CLASS II
 SU0180
 SU0180.The horizontal coordinates were scaled from a topographic map and have
 SU0180.an estimated accuracy of +/- 6 seconds.
 SU0180
 SU0180.The orthometric height was determined by differential leveling
 SU0180.and adjusted by the National Geodetic Survey in June 1991..
 SU0180
 SU0180.The geoid height was determined by GEOID03.
 SU0180
 SU0180.The dynamic height is computed by dividing the NAVD 88
 SU0180.geopotential number by the normal gravity value computed on the
 SU0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0180.degrees latitude (g = 980.6199 gals.).
 SU0180
 SU0180.The modeled gravity was interpolated from observed gravity values.
 SU0180
 SU0180;                    North         East    Units  Estimated Accuracy
 SU0180;SPC MT       -   323,520.      200,330.      MT  (+/- 180 meters Scaled)
 SU0180
 SU0180                          SUPERSEDED SURVEY CONTROL
 SU0180
 SU0180  NGVD 29 (??/??/92)  878.718  (m)         2882.93   (f) ADJ UNCH    1 2
 SU0180
 SU0180.Superseded values are not recommended for survey control.
 SU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0180.See file dsdata.txt to determine how the superseded data were derived.
 SU0180
 SU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN697120(NAD 83)
 SU0180_MARKER: DB = BENCH MARK DISK
 SU0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0180_SP_SET: ABUTMENT
 SU0180_STAMPING: D 475 1944
 SU0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0180
 SU0180  HISTORY     - Date     Condition        Report By
 SU0180  HISTORY     - 1944     MONUMENTED       CGS
 SU0180  HISTORY     - 1980     GOOD             USGS
 SU0180
 SU0180                          STATION DESCRIPTION
 SU0180
 SU0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0180'2.8 MI N FROM RIVULET.
 SU0180'2.8 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SU0180'AT RIVULET, ABOUT 1 MILE SOUTH OF THE QUARTZ RAILROAD STATION,
 SU0180'(SIDING), SET IN THE EAST CORNER OF THE NORTH CONCRETE ABUTMENT OF A
 SU0180'WOODEN BRIDGE, 600 FEET SOUTH OF THE SOUTH END OF TUNNEL NO. 6, 7 FEET
 SU0180'EAST OF THE EAST RAIL OF TRACK, 8 INCHES BELOW TRACK LEVEL. IRON BENCH
 SU0180'MARK DISK.
 SU0180
 SU0180                          STATION RECOVERY (1980)
 SU0180
 SU0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SU0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0672 ***********************************************************************
 RX0672  DESIGNATION -  D 476
 RX0672  PID         -  RX0672
 RX0672  STATE/COUNTY-  MT/MISSOULA
 RX0672  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0672
 RX0672                         *CURRENT SURVEY CONTROL
 RX0672  ___________________________________________________________________
 RX0672* NAD 83(1986)-  46 51 42.     (N)    113 59 05.     (W)     SCALED    
 RX0672* NAVD 88     -       982.655  (meters)    3223.93   (feet)  ADJUSTED  
 RX0672  ___________________________________________________________________
 RX0672  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 RX0672  DYNAMIC HT  -         982.501 (meters)    3223.42  (feet)  COMP
 RX0672  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 RX0672
 RX0672  VERT ORDER  -  FIRST     CLASS II
 RX0672
 RX0672.The horizontal coordinates were scaled from a topographic map and have
 RX0672.an estimated accuracy of +/- 6 seconds.
 RX0672
 RX0672.The orthometric height was determined by differential leveling
 RX0672.and adjusted by the National Geodetic Survey in June 1991..
 RX0672
 RX0672.The geoid height was determined by GEOID03.
 RX0672
 RX0672.The dynamic height is computed by dividing the NAVD 88
 RX0672.geopotential number by the normal gravity value computed on the
 RX0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0672.degrees latitude (g = 980.6199 gals.).
 RX0672
 RX0672.The modeled gravity was interpolated from observed gravity values.
 RX0672
 RX0672;                    North         East    Units  Estimated Accuracy
 RX0672;SPC MT       -   299,990.      258,420.      MT  (+/- 180 meters Scaled)
 RX0672
 RX0672                          SUPERSEDED SURVEY CONTROL
 RX0672
 RX0672  NGVD 29 (??/??/92)  981.572  (m)         3220.37   (f) ADJ UNCH    1 2
 RX0672
 RX0672.Superseded values are not recommended for survey control.
 RX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0672.See file dsdata.txt to determine how the superseded data were derived.
 RX0672
 RX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS725941(NAD 83)
 RX0672_MARKER: DB = BENCH MARK DISK
 RX0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0672_SP_SET: FOUNDATION
 RX0672_STAMPING: D 476 1944
 RX0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0672
 RX0672  HISTORY     - Date     Condition        Report By
 RX0672  HISTORY     - 1944     MONUMENTED       CGS
 RX0672  HISTORY     - 1979     GOOD             NGS
 RX0672
 RX0672                          STATION DESCRIPTION
 RX0672
 RX0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RX0672'IN MISSOULA.
 RX0672'AT MISSOULA, MISSOULA COUNTY, AT THE UNIVERSITY OF MONTANA, AT THE
 RX0672'LIBRARY, IN THE EAST FACE OF THE GRANITE FOUNDATION, 29 FEET NORTH OF
 RX0672'THE CENTER OF THE EAST ENTRANCE, 11.5 FEET SOUTH OF THE NORTHEAST
 RX0672'CORNER OF THE BUILDING, AND 1.7 FEET ABOVE THE GROUND.  A STANDARD
 RX0672'DISK, STAMPED D 476 1944 AND SET VERTICALLY.
 RX0672
 RX0672                          STATION RECOVERY (1979)
 RX0672
 RX0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0672'NOTE--BUILDING IS NOW USED FOR OFFICES AND CLASSES NO. 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0003 ***********************************************************************
 QZ0003  DESIGNATION -  D 477
 QZ0003  PID         -  QZ0003
 QZ0003  STATE/COUNTY-  MT/RAVALLI
 QZ0003  USGS QUAD   -  BURNT RIDGE (1964)
 QZ0003
 QZ0003                         *CURRENT SURVEY CONTROL
 QZ0003  ___________________________________________________________________
 QZ0003* NAD 83(1986)-  45 55 02.     (N)    114 08 41.     (W)     SCALED    
 QZ0003* NAVD 88     -      1239.083  (meters)    4065.22   (feet)  ADJUSTED  
 QZ0003  ___________________________________________________________________
 QZ0003  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 QZ0003  DYNAMIC HT  -        1238.688 (meters)    4063.93  (feet)  COMP
 QZ0003  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 QZ0003
 QZ0003  VERT ORDER  -  FIRST     CLASS II
 QZ0003
 QZ0003.The horizontal coordinates were scaled from a topographic map and have
 QZ0003.an estimated accuracy of +/- 6 seconds.
 QZ0003
 QZ0003.The orthometric height was determined by differential leveling
 QZ0003.and adjusted by the National Geodetic Survey in June 1991..
 QZ0003
 QZ0003.The geoid height was determined by GEOID03.
 QZ0003
 QZ0003.The dynamic height is computed by dividing the NAVD 88
 QZ0003.geopotential number by the normal gravity value computed on the
 QZ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0003.degrees latitude (g = 980.6199 gals.).
 QZ0003
 QZ0003.The modeled gravity was interpolated from observed gravity values.
 QZ0003
 QZ0003;                    North         East    Units  Estimated Accuracy
 QZ0003;SPC MT       -   195,960.      240,030.      MT  (+/- 180 meters Scaled)
 QZ0003
 QZ0003                          SUPERSEDED SURVEY CONTROL
 QZ0003
 QZ0003  NGVD 29 (??/??/??) 1237.81   (m)         4061.0    (f) RESET       3  
 QZ0003
 QZ0003.Superseded values are not recommended for survey control.
 QZ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0003.See file dsdata.txt to determine how the superseded data were derived.
 QZ0003
 QZ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL214888(NAD 83)
 QZ0003_MARKER: DB = BENCH MARK DISK
 QZ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0003_STAMPING: D 477 1945
 QZ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0003+STABILITY: SURFACE MOTION
 QZ0003
 QZ0003  HISTORY     - Date     Condition        Report By
 QZ0003  HISTORY     - 1945     MONUMENTED       CGS
 QZ0003
 QZ0003                          STATION DESCRIPTION
 QZ0003
 QZ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0003'1.55 MI SW FROM CONNER.
 QZ0003'ALONG CONNER-GRANGEVILLE ROAD, 1.55 MILE SOUTHWEST OF THE POST OFFICE
 QZ0003'AT CONNER, AT A LOG CABIN, 87.0 FEET SOUTHEAST OF CENTERLINE OF ROAD,
 QZ0003'68.5 FEET SOUTH OF THE SOUTH CORNER OF A LOG CABIN, 8.5 FEET SOUTHWEST
 QZ0003'OF A 2-FOOT PINE TREE, 1.5 FOOT SOUTHWEST OF A REFERENCE POST, SET IN
 QZ0003'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND AND ABOUT 2
 QZ0003'FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0004 ***********************************************************************
 QZ0004  DESIGNATION -  D 477 RESET
 QZ0004  PID         -  QZ0004
 QZ0004  STATE/COUNTY-  MT/RAVALLI
 QZ0004  USGS QUAD   -  BURNT RIDGE (1964)
 QZ0004
 QZ0004                         *CURRENT SURVEY CONTROL
 QZ0004  ___________________________________________________________________
 QZ0004* NAD 83(1986)-  45 55 02.     (N)    114 08 41.     (W)     SCALED    
 QZ0004* NAVD 88     -      1238.97   (meters)    4064.9    (feet)  RESET     
 QZ0004  ___________________________________________________________________
 QZ0004  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 QZ0004
 QZ0004  VERT ORDER  -  THIRD
 QZ0004
 QZ0004.The horizontal coordinates were scaled from a topographic map and have
 QZ0004.an estimated accuracy of +/- 6 seconds.
 QZ0004
 QZ0004.The orthometric height was computed from unverified reset data.
 QZ0004.No vertical observational check was made to the station.
 QZ0004
 QZ0004.The geoid height was determined by GEOID03.
 QZ0004
 QZ0004;                    North         East    Units  Estimated Accuracy
 QZ0004;SPC MT       -   195,960.      240,030.      MT  (+/- 180 meters Scaled)
 QZ0004
 QZ0004                          SUPERSEDED SURVEY CONTROL
 QZ0004
 QZ0004.No superseded survey control is available for this station.
 QZ0004
 QZ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL214888(NAD 83)
 QZ0004_MARKER: DB = BENCH MARK DISK
 QZ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0004_STAMPING: D 477 RESET 1947
 QZ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0004+STABILITY: SURFACE MOTION
 QZ0004
 QZ0004  HISTORY     - Date     Condition        Report By
 QZ0004  HISTORY     - 1947     MONUMENTED       MTDH
 QZ0004  HISTORY     - 1964     MARK NOT FOUND   USGS
 QZ0004
 QZ0004                          STATION DESCRIPTION
 QZ0004
 QZ0004'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QZ0004'1.6 MI SW FROM CONNER.
 QZ0004'19.5 FEET SOUTHEAST OF THE ORIGINAL POSITION OF BENCH MARK D 477 WHICH
 QZ0004'WAS DESCRIBED AS FOLLOWS-- 1.6 MILES SOUTHWEST ALONG THE
 QZ0004'CONNER-GRANGEVILLE ROAD FROM THE POST OFFICE AT CONNER, RAVALLI
 QZ0004'COUNTY, 87 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 68.5 FEET
 QZ0004'SOUTH OF THE SOUTH CORNER OF A LOG CABIN, 8.5 FEET SOUTHWEST OF A
 QZ0004'2-FOOT PINE TREE, 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 QZ0004'ABOUT 2 FEET BELOW THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0060 ***********************************************************************
 TN0060  DESIGNATION -  D 478 RESET
 TN0060  PID         -  TN0060
 TN0060  STATE/COUNTY-  MT/FLATHEAD
 TN0060  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0060
 TN0060                         *CURRENT SURVEY CONTROL
 TN0060  ___________________________________________________________________
 TN0060* NAD 83(1986)-  48 23 52.     (N)    114 09 55.     (W)     SCALED    
 TN0060* NAVD 88     -       966.540  (meters)    3171.06   (feet)  ADJUSTED  
 TN0060  ___________________________________________________________________
 TN0060  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TN0060  DYNAMIC HT  -         966.526 (meters)    3171.01  (feet)  COMP
 TN0060  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 TN0060
 TN0060  VERT ORDER  -  FIRST     CLASS II
 TN0060
 TN0060.The horizontal coordinates were scaled from a topographic map and have
 TN0060.an estimated accuracy of +/- 6 seconds.
 TN0060
 TN0060.The orthometric height was determined by differential leveling
 TN0060.and adjusted by the National Geodetic Survey in June 1991..
 TN0060
 TN0060.The geoid height was determined by GEOID03.
 TN0060
 TN0060.The dynamic height is computed by dividing the NAVD 88
 TN0060.geopotential number by the normal gravity value computed on the
 TN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0060.degrees latitude (g = 980.6199 gals.).
 TN0060
 TN0060.The modeled gravity was interpolated from observed gravity values.
 TN0060
 TN0060;                    North         East    Units  Estimated Accuracy
 TN0060;SPC MT       -   471,190.      254,850.      MT  (+/- 180 meters Scaled)
 TN0060
 TN0060                          SUPERSEDED SURVEY CONTROL
 TN0060
 TN0060.No superseded survey control is available for this station.
 TN0060
 TN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP098643(NAD 83)
 TN0060_MARKER: DB = BENCH MARK DISK
 TN0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0060_STAMPING: D 478 RESET 1971
 TN0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0060+STABILITY: SURFACE MOTION
 TN0060
 TN0060  HISTORY     - Date     Condition        Report By
 TN0060  HISTORY     - 1971     MONUMENTED       NGS
 TN0060  HISTORY     - 1979     GOOD             NGS
 TN0060
 TN0060                          STATION DESCRIPTION
 TN0060
 TN0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 TN0060'1.7 MI N FROM COLUMBIA FALLS.
 TN0060'REACHED FROM THE INTERSECTION OF RAILROAD STREET AND NUCLEUS AVE. AT
 TN0060'THE RAILROAD DEPOT IN THE NORTH PART OF COLUMBIA FALLS, BY GOING EAST
 TN0060'ON RAILROAD STREET FOR 0.85 MILE, CROSS RAILROAD TRACKS AND CONTINUE
 TN0060'0.5 MILE TO Y, KEEP LEFT FORK, STRAIGHT AHEAD, 0.4 MILE TO THE MARK ON
 TN0060'THE LEFT, ON THE NORTH SLOPE OF A HILL, 15 YARDS NORTH OF THE SUMMIT,
 TN0060'98 FEET WEST OF THE PROPOSED CENTERLINE OF THE NEW HIGHWAY, 30 FEET
 TN0060'WEST OF THE CENTER OF THE OLD ROAD (WHICH IS TO BE A FRONTAGE ROAD), 3
 TN0060'FEET SOUTH OF A FENCECORNER WHICH IS BETWEEN HUBERT CARTERS AND ERWIN
 TN0060'WOESSNERS PROPERTY, 2 FEET WEST OF A METAL WITNESS POST AND IN THE
 TN0060'NORTHEAST 1/4 OF SECTION 4, T 30 N, R 20 W.  THE MARK IS A STANDARD
 TN0060'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 TN0060
 TN0060                          STATION RECOVERY (1979)
 TN0060
 TN0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0039 ***********************************************************************
 TN0039  DESIGNATION -  D 479
 TN0039  PID         -  TN0039
 TN0039  STATE/COUNTY-  MT/FLATHEAD
 TN0039  USGS QUAD   -  POLEBRIDGE (1994)
 TN0039
 TN0039                         *CURRENT SURVEY CONTROL
 TN0039  ___________________________________________________________________
 TN0039* NAD 83(1986)-  48 51 05.     (N)    114 21 45.     (W)     SCALED    
 TN0039* NAVD 88     -      1127.925  (meters)    3700.53   (feet)  ADJUSTED  
 TN0039  ___________________________________________________________________
 TN0039  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 TN0039  DYNAMIC HT  -        1127.917 (meters)    3700.51  (feet)  COMP
 TN0039  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 TN0039
 TN0039  VERT ORDER  -  FIRST     CLASS II
 TN0039
 TN0039.The horizontal coordinates were scaled from a topographic map and have
 TN0039.an estimated accuracy of +/- 6 seconds.
 TN0039
 TN0039.The orthometric height was determined by differential leveling
 TN0039.and adjusted by the National Geodetic Survey in June 1991..
 TN0039
 TN0039.The geoid height was determined by GEOID03.
 TN0039
 TN0039.The dynamic height is computed by dividing the NAVD 88
 TN0039.geopotential number by the normal gravity value computed on the
 TN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0039.degrees latitude (g = 980.6199 gals.).
 TN0039
 TN0039.The modeled gravity was interpolated from observed gravity values.
 TN0039
 TN0039;                    North         East    Units  Estimated Accuracy
 TN0039;SPC MT       -   522,410.      243,410.      MT  (+/- 180 meters Scaled)
 TN0039
 TN0039                          SUPERSEDED SURVEY CONTROL
 TN0039
 TN0039  NGVD 29 (??/??/92) 1126.715  (m)         3696.56   (f) ADJ UNCH    1 2
 TN0039
 TN0039.Superseded values are not recommended for survey control.
 TN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0039.See file dsdata.txt to determine how the superseded data were derived.
 TN0039
 TN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ934142(NAD 83)
 TN0039_MARKER: DB = BENCH MARK DISK
 TN0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0039_SP_SET: BRIDGE ABUTMENT
 TN0039_STAMPING: D 479 1946
 TN0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0039
 TN0039  HISTORY     - Date     Condition        Report By
 TN0039  HISTORY     - 1946     MONUMENTED       CGS
 TN0039
 TN0039                          STATION DESCRIPTION
 TN0039
 TN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0039'5.4 MI SE FROM TRAILCREEK.
 TN0039'5.4 MILES SOUTHEAST ALONG THE NORTH FORK ROAD FROM THE POST OFFICE AT
 TN0039'TRAILCREEK, 2.0 MILES SOUTHEAST OF THE FORD RANGER STATION, IN TOP OF
 TN0039'THE NORTH CONCRETE ABUTMENT AT THE NORTHWEST CORNER OF THE BRIDGE OVER
 TN0039'WHALE CREEK, 10.0 FEET WEST OF CENTERLINE OF THE ROAD, AND ABOUT LEVEL
 TN0039'WITH FLOOR OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0563 ***********************************************************************
 SR0563  DESIGNATION -  D 48
 SR0563  PID         -  SR0563
 SR0563  STATE/COUNTY-  MT/JUDITH BASIN
 SR0563  USGS QUAD   -  MOCCASIN (1970)
 SR0563
 SR0563                         *CURRENT SURVEY CONTROL
 SR0563  ___________________________________________________________________
 SR0563* NAD 83(1986)-  47 03 10.     (N)    109 54 50.     (W)     SCALED    
 SR0563* NAVD 88     -      1276.759  (meters)    4188.83   (feet)  ADJUSTED  
 SR0563  ___________________________________________________________________
 SR0563  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 SR0563  DYNAMIC HT  -        1276.564 (meters)    4188.19  (feet)  COMP
 SR0563  MODELED GRAV-     980,415.9   (mgal)                       NAVD 88
 SR0563
 SR0563  VERT ORDER  -  FIRST     CLASS II
 SR0563
 SR0563.The horizontal coordinates were scaled from a topographic map and have
 SR0563.an estimated accuracy of +/- 6 seconds.
 SR0563
 SR0563.The orthometric height was determined by differential leveling
 SR0563.and adjusted by the National Geodetic Survey in June 1991..
 SR0563.WARNING-Repeat measurements at this control monument indicate possible
 SR0563.vertical movement.
 SR0563
 SR0563.The geoid height was determined by GEOID03.
 SR0563
 SR0563.The dynamic height is computed by dividing the NAVD 88
 SR0563.geopotential number by the normal gravity value computed on the
 SR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0563.degrees latitude (g = 980.6199 gals.).
 SR0563
 SR0563.The modeled gravity was interpolated from observed gravity values.
 SR0563
 SR0563;                    North         East    Units  Estimated Accuracy
 SR0563;SPC MT       -   311,520.      568,570.      MT  (+/- 180 meters Scaled)
 SR0563
 SR0563                          SUPERSEDED SURVEY CONTROL
 SR0563
 SR0563  NGVD 29 (??/??/92) 1275.821  (m)         4185.76   (f) ADJ UNCH    1 2
 SR0563
 SR0563.Superseded values are not recommended for survey control.
 SR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0563.See file dsdata.txt to determine how the superseded data were derived.
 SR0563
 SR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT824116(NAD 83)
 SR0563_MARKER: DB = BENCH MARK DISK
 SR0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0563_SP_SET: FOUNDATION
 SR0563_STAMPING: D 48 1933 4185.79
 SR0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0563
 SR0563  HISTORY     - Date     Condition        Report By
 SR0563  HISTORY     - 1933     MONUMENTED       CGS
 SR0563  HISTORY     - 1961     GOOD             NGS
 SR0563  HISTORY     - 1978     MARK NOT FOUND   NGS
 SR0563
 SR0563                          STATION DESCRIPTION
 SR0563
 SR0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0563'0.45 MI SW FROM MOCCASIN.
 SR0563'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 87 FROM THE GREAT NORTHERN
 SR0563'RAILWAY STATION AT MOCCASIN, THENCE 0.15 MILE SOUTH ALONG A GRAVELED
 SR0563'STREET, IN SECTION 23, T 15 N, R 14 E, 4 1/2 FEET SOUTH OF THE SOUTH
 SR0563'EDGE OF THE EAST ENTRANCE TO THE MOCCASIN SCHOOL, SET VERTICALLY IN
 SR0563'THE EAST FACE OF THE SCHOOLHOUSE FOUNDATION, AND ABOUT 6 INCHES ABOVE
 SR0563'THE LEVEL OF THE GROUND.
 SR0563
 SR0563                          STATION RECOVERY (1978)
 SR0563
 SR0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SR0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0012 ***********************************************************************
 TN0012  DESIGNATION -  D 480
 TN0012  PID         -  TN0012
 TN0012  STATE/COUNTY-  MT/FLATHEAD
 TN0012  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0012
 TN0012                         *CURRENT SURVEY CONTROL
 TN0012  ___________________________________________________________________
 TN0012* NAD 83(1986)-  48 36 08.     (N)    114 09 55.     (W)     SCALED    
 TN0012* NAVD 88     -      1017.216  (meters)    3337.32   (feet)  ADJUSTED  
 TN0012  ___________________________________________________________________
 TN0012  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 TN0012  DYNAMIC HT  -        1017.222 (meters)    3337.34  (feet)  COMP
 TN0012  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 TN0012
 TN0012  VERT ORDER  -  FIRST     CLASS II
 TN0012
 TN0012.The horizontal coordinates were scaled from a topographic map and have
 TN0012.an estimated accuracy of +/- 6 seconds.
 TN0012
 TN0012.The orthometric height was determined by differential leveling
 TN0012.and adjusted by the National Geodetic Survey in June 1991..
 TN0012
 TN0012.The geoid height was determined by GEOID03.
 TN0012
 TN0012.The dynamic height is computed by dividing the NAVD 88
 TN0012.geopotential number by the normal gravity value computed on the
 TN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0012.degrees latitude (g = 980.6199 gals.).
 TN0012
 TN0012.The modeled gravity was interpolated from observed gravity values.
 TN0012
 TN0012;                    North         East    Units  Estimated Accuracy
 TN0012;SPC MT       -   493,880.      256,200.      MT  (+/- 180 meters Scaled)
 TN0012
 TN0012                          SUPERSEDED SURVEY CONTROL
 TN0012
 TN0012  NGVD 29 (??/??/92) 1016.046  (m)         3333.48   (f) ADJ UNCH    1 2
 TN0012
 TN0012.Superseded values are not recommended for survey control.
 TN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0012.See file dsdata.txt to determine how the superseded data were derived.
 TN0012
 TN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP089871(NAD 83)
 TN0012_MARKER: DB = BENCH MARK DISK
 TN0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0012_SP_SET: CULVERT
 TN0012_STAMPING: D 480 1946
 TN0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0012
 TN0012  HISTORY     - Date     Condition        Report By
 TN0012  HISTORY     - 1946     MONUMENTED       CGS
 TN0012
 TN0012                          STATION DESCRIPTION
 TN0012
 TN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0012'16.0 MI SE FROM POLEBRIDGE.
 TN0012'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  15.7 MILES SOUTHEAST ALONG
 TN0012'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, 20.2 MILES
 TN0012'NORTH ALONG THE NORTH FORK ROAD FROM THE GREAT NORTHERN RAILWAY
 TN0012'STATION AT COLUMBIA FALLS, AT THE BIG CREEK RANGER STATION, IN TOP OF
 TN0012'THE NORTH CONCRETE HEADWALL AT THE NORTHEAST CORNER OF THE BRIDGE OVER
 TN0012'BIG CREEK, 8.5 FEET EAST OF CENTERLINE OF THE BRIDGE, AND ABOUT LEVEL
 TN0012'WITH THE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0228 ***********************************************************************
 TN0228  DESIGNATION -  D 481
 TN0228  PID         -  TN0228
 TN0228  STATE/COUNTY-  MT/FLATHEAD
 TN0228  USGS QUAD   -  OLNEY (1994)
 TN0228
 TN0228                         *CURRENT SURVEY CONTROL
 TN0228  ___________________________________________________________________
 TN0228* NAD 83(1986)-  48 32 27.     (N)    114 34 05.     (W)     SCALED    
 TN0228* NAVD 88     -       965.435  (meters)    3167.43   (feet)  ADJUSTED  
 TN0228  ___________________________________________________________________
 TN0228  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 TN0228  DYNAMIC HT  -         965.448 (meters)    3167.47  (feet)  COMP
 TN0228  MODELED GRAV-     980,592.4   (mgal)                       NAVD 88
 TN0228
 TN0228  VERT ORDER  -  FIRST     CLASS II
 TN0228
 TN0228.The horizontal coordinates were scaled from a topographic map and have
 TN0228.an estimated accuracy of +/- 6 seconds.
 TN0228
 TN0228.The orthometric height was determined by differential leveling
 TN0228.and adjusted by the National Geodetic Survey in June 1991..
 TN0228
 TN0228.The geoid height was determined by GEOID03.
 TN0228
 TN0228.The dynamic height is computed by dividing the NAVD 88
 TN0228.geopotential number by the normal gravity value computed on the
 TN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0228.degrees latitude (g = 980.6199 gals.).
 TN0228
 TN0228.The modeled gravity was interpolated from observed gravity values.
 TN0228
 TN0228;                    North         East    Units  Estimated Accuracy
 TN0228;SPC MT       -   488,910.      226,120.      MT  (+/- 180 meters Scaled)
 TN0228
 TN0228                          SUPERSEDED SURVEY CONTROL
 TN0228
 TN0228  NGVD 29 (??/??/92)  964.215  (m)         3163.43   (f) ADJ UNCH    1 2
 TN0228
 TN0228.Superseded values are not recommended for survey control.
 TN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0228.See file dsdata.txt to determine how the superseded data were derived.
 TN0228
 TN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP795792(NAD 83)
 TN0228_MARKER: DB = BENCH MARK DISK
 TN0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0228_SP_SET: OVERPASS
 TN0228_STAMPING: D 481 1946
 TN0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0228
 TN0228  HISTORY     - Date     Condition        Report By
 TN0228  HISTORY     - 1946     MONUMENTED       CGS
 TN0228  HISTORY     - 1956     GOOD             NGS
 TN0228  HISTORY     - 1979     GOOD             NGS
 TN0228
 TN0228                          STATION DESCRIPTION
 TN0228
 TN0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TN0228'0.7 MI SE FROM OLNEY.
 TN0228'0.7 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0228'AT OLNEY, FLATHEAD COUNTY, AT THE NORTH CORNER OF THE OVERPASS OVER
 TN0228'U.S. HIGHWAY 93, IN THE TOP OF THE NORTHWEST ABUTMENT, 6.9 FEET
 TN0228'NORTHEAST OF THE NORTHEAST RAIL, AND 0.5 FOOT BELOW THE TOP OF THE
 TN0228'RAIL.  A STANDARD DISK, STAMPED D 481 1946.
 TN0228
 TN0228                          STATION RECOVERY (1979)
 TN0228
 TN0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0228'16.9 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0228'SPOKANE AVENUE IN WHITEFISH, 1 FOOT SOUTH OF THE NORTH END OF THE
 TN0228'NORTHWEST ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD BRIDGE OVER
 TN0228'THE HIGHWAY.
 TN0228'THE MARK IS 20 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0206 ***********************************************************************
 TN0206  DESIGNATION -  D 482
 TN0206  PID         -  TN0206
 TN0206  STATE/COUNTY-  MT/LINCOLN
 TN0206  USGS QUAD   -  STRYKER (1983)
 TN0206
 TN0206                         *CURRENT SURVEY CONTROL
 TN0206  ___________________________________________________________________
 TN0206* NAD 83(1986)-  48 42 20.     (N)    114 52 11.     (W)     SCALED    
 TN0206* NAVD 88     -       951.232  (meters)    3120.83   (feet)  ADJUSTED  
 TN0206  ___________________________________________________________________
 TN0206  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TN0206  DYNAMIC HT  -         951.261 (meters)    3120.93  (feet)  COMP
 TN0206  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 TN0206
 TN0206  VERT ORDER  -  FIRST     CLASS II
 TN0206
 TN0206.The horizontal coordinates were scaled from a topographic map and have
 TN0206.an estimated accuracy of +/- 6 seconds.
 TN0206
 TN0206.The orthometric height was determined by differential leveling
 TN0206.and adjusted by the National Geodetic Survey in June 1991..
 TN0206
 TN0206.The geoid height was determined by GEOID03.
 TN0206
 TN0206.The dynamic height is computed by dividing the NAVD 88
 TN0206.geopotential number by the normal gravity value computed on the
 TN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0206.degrees latitude (g = 980.6199 gals.).
 TN0206
 TN0206.The modeled gravity was interpolated from observed gravity values.
 TN0206
 TN0206;                    North         East    Units  Estimated Accuracy
 TN0206;SPC MT       -   508,670.      205,150.      MT  (+/- 180 meters Scaled)
 TN0206
 TN0206                          SUPERSEDED SURVEY CONTROL
 TN0206
 TN0206  NGVD 29 (??/??/92)  949.993  (m)         3116.77   (f) ADJ UNCH    1 2
 TN0206
 TN0206.Superseded values are not recommended for survey control.
 TN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0206.See file dsdata.txt to determine how the superseded data were derived.
 TN0206
 TN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP567969(NAD 83)
 TN0206_MARKER: DB = BENCH MARK DISK
 TN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0206_STAMPING: D 482 1946
 TN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0206+STABILITY: SURFACE MOTION
 TN0206
 TN0206  HISTORY     - Date     Condition        Report By
 TN0206  HISTORY     - 1946     MONUMENTED       CGS
 TN0206  HISTORY     - 1952     GOOD             NGS
 TN0206  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0206
 TN0206                          STATION DESCRIPTION
 TN0206
 TN0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0206'4.6 MI SE FROM FORTINE.
 TN0206'4.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0206'AT FORTINE, LINCOLN COUNTY, AT TREGO, 25.6 FEET WEST OF THE WEST
 TN0206'CORNER OF THE OLD STATION BUILDING, AT A ROAD CROSSING, 110 FEET WEST
 TN0206'OF THE CENTERLINE OF THE CROSSING, 35.5 SOUTHWEST OF THE SOUTHWEST
 TN0206'RAIL, 105 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GENERAL STORE
 TN0206'AND POST OFFICE BUILDING, AND 2.6 FEET SOUTHEAST OF A WHITE WOODEN
 TN0206'WITNESS POST.  A STANDARD DISK, STAMPED D 482 1946 AND WELDED ON THE
 TN0206'TOP OF A 3-INCH IRON PIPE SET IN CONCRETE.
 TN0206
 TN0206                          STATION RECOVERY (1979)
 TN0206
 TN0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0206'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE TRAIN STATION HAS
 TN0206'BEEN TORN DOWN AND THE AREA APPEARS TO HAVE BEEN DISTURBED.  THE
 TN0206'MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0035 ***********************************************************************
 QW0035  DESIGNATION -  D 483
 QW0035  PID         -  QW0035
 QW0035  STATE/COUNTY-  MT/YELLOWSTONE
 QW0035  USGS QUAD   -  NIBBE (1980)
 QW0035
 QW0035                         *CURRENT SURVEY CONTROL
 QW0035  ___________________________________________________________________
 QW0035* NAD 83(1986)-  45 57 03.     (N)    108 07 17.     (W)     SCALED    
 QW0035* NAVD 88     -       922.937  (meters)    3028.00   (feet)  ADJUSTED  
 QW0035  ___________________________________________________________________
 QW0035  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 QW0035  DYNAMIC HT  -         922.771 (meters)    3027.46  (feet)  COMP
 QW0035  MODELED GRAV-     980,403.7   (mgal)                       NAVD 88
 QW0035
 QW0035  VERT ORDER  -  FIRST     CLASS II
 QW0035
 QW0035.The horizontal coordinates were scaled from a topographic map and have
 QW0035.an estimated accuracy of +/- 6 seconds.
 QW0035
 QW0035.The orthometric height was determined by differential leveling
 QW0035.and adjusted by the National Geodetic Survey in June 1991..
 QW0035
 QW0035.The geoid height was determined by GEOID03.
 QW0035
 QW0035.The dynamic height is computed by dividing the NAVD 88
 QW0035.geopotential number by the normal gravity value computed on the
 QW0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0035.degrees latitude (g = 980.6199 gals.).
 QW0035
 QW0035.The modeled gravity was interpolated from observed gravity values.
 QW0035
 QW0035;                    North         East    Units  Estimated Accuracy
 QW0035;SPC MT       -   189,960.      706,830.      MT  (+/- 180 meters Scaled)
 QW0035
 QW0035                          SUPERSEDED SURVEY CONTROL
 QW0035
 QW0035  NGVD 29 (??/??/92)  922.211  (m)         3025.62   (f) ADJ UNCH    1 2
 QW0035
 QW0035.Superseded values are not recommended for survey control.
 QW0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0035.See file dsdata.txt to determine how the superseded data were derived.
 QW0035
 QW0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR230926(NAD 83)
 QW0035_MARKER: DB = BENCH MARK DISK
 QW0035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0035_SP_SET: 18 FT.
 QW0035_STAMPING: D 483 1957
 QW0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0035
 QW0035  HISTORY     - Date     Condition        Report By
 QW0035  HISTORY     - 1957     MONUMENTED       CGS
 QW0035
 QW0035                          STATION DESCRIPTION
 QW0035
 QW0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0035'9.9 MI NE FROM HUNTLEY.
 QW0035'ABOUT 9.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QW0035'RAILROAD FROM THE STATION AT HUNTLEY, 4 POLES WEST OF AND ACROSS THE
 QW0035'TRACK FROM MILEPOST 819, 5 1/2 POLES EAST OF A ROAD CROSSING, 36 1/2
 QW0035'FEET SOUTH OF THE SOUTH RAIL, 22 FEET NORTH OF THE CENTER LINE OF A
 QW0035'GRAVEL ROAD, 3 FEET NORTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN
 QW0035'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND THE ROAD, AND ON THE TOP
 QW0035'OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 18 FEET AND
 QW0035'ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0003 ***********************************************************************
 QW0003  DESIGNATION -  D 484
 QW0003  PID         -  QW0003
 QW0003  STATE/COUNTY-  MT/YELLOWSTONE
 QW0003  USGS QUAD   -  BILLINGS EAST (1975)
 QW0003
 QW0003                         *CURRENT SURVEY CONTROL
 QW0003  ___________________________________________________________________
 QW0003* NAD 83(1999)-  45 48 09.97564(N)    108 27 00.79984(W)     ADJUSTED  
 QW0003* NAVD 88     -       949.077  (meters)    3113.76   (feet)  ADJUSTED  
 QW0003  ___________________________________________________________________
 QW0003  X           -  -1,409,831.185 (meters)                     COMP
 QW0003  Y           -  -4,225,738.365 (meters)                     COMP
 QW0003  Z           -   4,550,662.934 (meters)                     COMP
 QW0003  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 QW0003  ELLIP HEIGHT-         935.53  (meters)          (04/09/03) GPS OBS
 QW0003  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 QW0003  DYNAMIC HT  -         948.882 (meters)    3113.12  (feet)  COMP
 QW0003  MODELED GRAV-     980,377.5   (mgal)                       NAVD 88
 QW0003
 QW0003  HORZ ORDER  -  FIRST
 QW0003  VERT ORDER  -  FIRST     CLASS II
 QW0003  ELLP ORDER  -  FOURTH    CLASS II
 QW0003
 QW0003.The horizontal coordinates were established by GPS observations
 QW0003.and adjusted by the National Geodetic Survey in April 2003..
 QW0003.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0003.DATUM ITEM on the data sheet items page.
 QW0003
 QW0003.The orthometric height was determined by differential leveling
 QW0003.and adjusted by the National Geodetic Survey in June 1991..
 QW0003.WARNING-Repeat measurements at this control monument indicate possible
 QW0003.vertical movement.
 QW0003
 QW0003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0003
 QW0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0003
 QW0003.The ellipsoidal height was determined by GPS observations
 QW0003.and is referenced to NAD 83.
 QW0003
 QW0003.The geoid height was determined by GEOID03.
 QW0003
 QW0003.The dynamic height is computed by dividing the NAVD 88
 QW0003.geopotential number by the normal gravity value computed on the
 QW0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0003.degrees latitude (g = 980.6199 gals.).
 QW0003
 QW0003.The modeled gravity was interpolated from observed gravity values.
 QW0003
 QW0003;                    North         East     Units Scale Factor Converg.
 QW0003;SPC MT       -   173,112.035   681,573.684   MT  0.99961312   +0 46 04.5
 QW0003;SPC MT       -   567,952.87  2,236,134.13   iFT  0.99961312   +0 46 04.5
 QW0003;UTM  12      - 5,075,296.189   698,133.765   MT  1.00008265   +1 49 43.1
 QW0003
 QW0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0003!SPC MT       -   0.99985336  x   0.99961312  =   0.99946653
 QW0003!UTM  12      -   0.99985336  x   1.00008265  =   0.99993599
 QW0003
 QW0003                          SUPERSEDED SURVEY CONTROL
 QW0003
 QW0003  NAVD 88 (04/09/03)  949.08   (m)         3113.8    (f) LEVELING    3  
 QW0003  NGVD 29 (??/??/92)  948.330  (m)         3111.31   (f) ADJ UNCH    1 2
 QW0003
 QW0003.Superseded values are not recommended for survey control.
 QW0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0003.See file dsdata.txt to determine how the superseded data were derived.
 QW0003
 QW0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9813475296(NAD 83)
 QW0003_MARKER: DB = BENCH MARK DISK
 QW0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0003_STAMPING: D 484 1957
 QW0003_MARK LOGO: CGS   
 QW0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0003+STABILITY: SURFACE MOTION
 QW0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0003+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 QW0003
 QW0003  HISTORY     - Date     Condition        Report By
 QW0003  HISTORY     - 1957     MONUMENTED       CGS
 QW0003  HISTORY     - 1981     GOOD             NGS
 QW0003  HISTORY     - 20030210 GOOD             INDIV
 QW0003  HISTORY     - 20060202 GOOD             ADACLA
 QW0003
 QW0003                          STATION DESCRIPTION
 QW0003
 QW0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0003'2.7 MI NE FROM BILLINGS.
 QW0003'ABOUT 2.7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0003'STATION AT BILLINGS, IN SECTION 26, T 1 N, R 26 E, 6 FEET NORTHEAST OF
 QW0003'THE 11TH POLE EAST-NORTHEAST OF MILEPOST 223, 60 FEET SOUTH-SOUTHEAST
 QW0003'OF THE NEAR RAIL OF THE EAST BOUND TRACK, 197 FEET SOUTH-SOUTHWEST OF
 QW0003'THE CENTER OF A ROAD CROSSING, 162 FEET EAST OF AND ACROSS THE TRACK
 QW0003'FROM A YARD LIMIT 1-MILE SIGN, 93 FEET NORTHWEST OF THE CENTER LINE OF
 QW0003'A GRAVEL ROAD, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 QW0003'LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 QW0003'INCHES.
 QW0003
 QW0003                          STATION RECOVERY (1981)
 QW0003
 QW0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0003'RECOVERED IN GOOD CONDITION.
 QW0003
 QW0003                          STATION RECOVERY (2003)
 QW0003
 QW0003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DEM)
 QW0003'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 26, T1N,
 QW0003'R26E, AND IS 0.54 MI
 QW0003'(0.87 KM) NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND US
 QW0003'HIGHWAY 87
 QW0003'(LOCKWOOD INTERCHANGE, EXIT 452).  OWNERSHIP - MONTANA RAIL LINK.
 QW0003' 
 QW0003'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QW0003'U.S. HIGHWAY 87
 QW0003'(LOCKWOOD INTERCHANGE, EXIT 452) GO NORTHWEST ON HIGHWAY 87 FOR 0.20
 QW0003'MI (0.3 KM) TO THE
 QW0003'NORTH FRONTAGE ROAD.  TURN RIGHT, NORTHEAST, ON FRONTAGE ROAD FOR 0.10
 QW0003'MI (0.16 KM) TO
 QW0003'THE INTERSECTION OF LOCKWOOD ROAD.  CONTINUE NORTHEAST ON LOCKWOOD
 QW0003'ROAD FOR 0.50 MI
 QW0003'(0.8 KM) TO THE STATION ON LEFT.
 QW0003' 
 QW0003'THE STATION IS 96 FT  (29.3 M) NORTHWEST OF THE CENTERLINE OF LOCKWOOD
 QW0003'ROAD, 175 FT (53.3 M)
 QW0003'SOUTHWEST OF THE CENTERLINE OF KLENCK LANE, 60 FT (18.3 M) SOUTHEAST
 QW0003'OF THE NEAR RAIL OF
 QW0003'THE MAIN MONTANA RAIL LINK (MRL) TRACK, 21.5 FT (6.6 M) SOUTHWEST OF A
 QW0003'TELEPHONE POLE, 5.2 FT
 QW0003'(1.6 M) NORTHEAST OF A TELEPHONE POLE, AND IS 2.0 FT (0.6 M) SOUTHWEST
 QW0003'OF A STEEL WITNESS
 QW0003'POST.
 QW0003' 
 QW0003'
 QW0003
 QW0003                          STATION RECOVERY (2006)
 QW0003
 QW0003'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 QW0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0129 ***********************************************************************
 QW0129  DESIGNATION -  D 485
 QW0129  PID         -  QW0129
 QW0129  STATE/COUNTY-  MT/YELLOWSTONE
 QW0129  USGS QUAD   -  LAUREL (1969)
 QW0129
 QW0129                         *CURRENT SURVEY CONTROL
 QW0129  ___________________________________________________________________
 QW0129* NAD 83(1986)-  45 40 10.     (N)    108 46 01.     (W)     SCALED    
 QW0129* NAVD 88     -      1006.345  (meters)    3301.65   (feet)  POSTED    
 QW0129  ___________________________________________________________________
 QW0129  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 QW0129  DYNAMIC HT  -        1006.130 (meters)    3300.94  (feet)  COMP
 QW0129  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 QW0129
 QW0129  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0129
 QW0129.The horizontal coordinates were scaled from a topographic map and have
 QW0129.an estimated accuracy of +/- 6 seconds.
 QW0129
 QW0129.The orthometric height was determined by differential leveling
 QW0129.and adjusted by the National Geodetic Survey in 1992..
 QW0129.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0129.rate of 1.1 thru 2.0 mm/km.
 QW0129
 QW0129.The geoid height was determined by GEOID03.
 QW0129
 QW0129.The dynamic height is computed by dividing the NAVD 88
 QW0129.geopotential number by the normal gravity value computed on the
 QW0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0129.degrees latitude (g = 980.6199 gals.).
 QW0129
 QW0129.The modeled gravity was interpolated from observed gravity values.
 QW0129
 QW0129;                    North         East    Units  Estimated Accuracy
 QW0129;SPC MT       -   158,020.      657,100.      MT  (+/- 180 meters Scaled)
 QW0129
 QW0129                          SUPERSEDED SURVEY CONTROL
 QW0129
 QW0129  NGVD 29 (??/??/92) 1005.543  (m)         3299.02   (f) ADJ UNCH    1 2
 QW0129
 QW0129.Superseded values are not recommended for survey control.
 QW0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0129.See file dsdata.txt to determine how the superseded data were derived.
 QW0129
 QW0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR739597(NAD 83)
 QW0129_MARKER: DB = BENCH MARK DISK
 QW0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0129_SP_SET: FOUNDATION
 QW0129_STAMPING: D 485 1957
 QW0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0129
 QW0129  HISTORY     - Date     Condition        Report By
 QW0129  HISTORY     - 1957     MONUMENTED       CGS
 QW0129
 QW0129                          STATION DESCRIPTION
 QW0129
 QW0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0129'IN LAUREL.
 QW0129'AT LAUREL, ALONG THE NORTHERN PACIFIC RAILWAY, IN SECTION 9, T 2 S, R
 QW0129'24 E, AT THE STATION, IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 QW0129'FOUNDATION OF A SEMAPHORE, 1 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL
 QW0129'OF THE WEST BOUND TRACK, 4 1/2 FEET SOUTHEAST OF THE TICKET OFFICE
 QW0129'WINDOW, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0130 ***********************************************************************
 QW0130  DESIGNATION -  D 485 RESET
 QW0130  PID         -  QW0130
 QW0130  STATE/COUNTY-  MT/YELLOWSTONE
 QW0130  USGS QUAD   -  LAUREL (1969)
 QW0130
 QW0130                         *CURRENT SURVEY CONTROL
 QW0130  ___________________________________________________________________
 QW0130* NAD 83(1986)-  45 40 11.     (N)    108 46 01.     (W)     SCALED    
 QW0130* NAVD 88     -      1007.362  (meters)    3304.99   (feet)  ADJUSTED  
 QW0130  ___________________________________________________________________
 QW0130  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 QW0130  DYNAMIC HT  -        1007.143 (meters)    3304.27  (feet)  COMP
 QW0130  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 QW0130
 QW0130  VERT ORDER  -  FIRST     CLASS II
 QW0130
 QW0130.The horizontal coordinates were scaled from a topographic map and have
 QW0130.an estimated accuracy of +/- 6 seconds.
 QW0130
 QW0130.The orthometric height was determined by differential leveling
 QW0130.and adjusted by the National Geodetic Survey in June 1991..
 QW0130
 QW0130.The geoid height was determined by GEOID03.
 QW0130
 QW0130.The dynamic height is computed by dividing the NAVD 88
 QW0130.geopotential number by the normal gravity value computed on the
 QW0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0130.degrees latitude (g = 980.6199 gals.).
 QW0130
 QW0130.The modeled gravity was interpolated from observed gravity values.
 QW0130
 QW0130;                    North         East    Units  Estimated Accuracy
 QW0130;SPC MT       -   158,050.      657,100.      MT  (+/- 180 meters Scaled)
 QW0130
 QW0130                          SUPERSEDED SURVEY CONTROL
 QW0130
 QW0130.No superseded survey control is available for this station.
 QW0130
 QW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR739597(NAD 83)
 QW0130_MARKER: DB = BENCH MARK DISK
 QW0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0130_SP_SET: BLOCK WALL
 QW0130_STAMPING: D 485 RESET 1964
 QW0130_MARK LOGO: CGS   
 QW0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0130
 QW0130  HISTORY     - Date     Condition        Report By
 QW0130  HISTORY     - 1964     MONUMENTED       NPRR
 QW0130  HISTORY     - 1981     GOOD             NGS
 QW0130
 QW0130                          STATION DESCRIPTION
 QW0130
 QW0130'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1964
 QW0130'IN LAUREL.
 QW0130'AT LAUREL, ALONG THE NORTHERN PACIFIC RAILWAY, IN SECTION 9, T 2 S, R
 QW0130'24 E, AT THE STATION, IN THE CONCRETE BLOCK WALL OF THE DEPOT ON THE
 QW0130'MAIN LINE TRACK SIDE AND APPROXIMATELY 10 FEET SOUTHWEST OF THE
 QW0130'TELEGRAPH BAY WINDOW AND ABOUT 3 1/2 FEET ABOVE THE STATION PLATFORM.
 QW0130
 QW0130                          STATION RECOVERY (1981)
 QW0130
 QW0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0130'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE EXCEPT
 QW0130'THE RAILROAD IS NOW THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0185 ***********************************************************************
 QV0185  DESIGNATION -  D 486
 QV0185  PID         -  QV0185
 QV0185  STATE/COUNTY-  MT/BIG HORN
 QV0185  USGS QUAD   -  LODGE GRASS (1967)
 QV0185
 QV0185                         *CURRENT SURVEY CONTROL
 QV0185  ___________________________________________________________________
 QV0185* NAD 83(1986)-  45 18 56.     (N)    107 21 48.     (W)     SCALED    
 QV0185* NAVD 88     -      1025.682  (meters)    3365.09   (feet)  ADJUSTED  
 QV0185  ___________________________________________________________________
 QV0185  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 QV0185  DYNAMIC HT  -        1025.384 (meters)    3364.11  (feet)  COMP
 QV0185  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 QV0185
 QV0185  VERT ORDER  -  FIRST     CLASS II
 QV0185
 QV0185.The horizontal coordinates were scaled from a topographic map and have
 QV0185.an estimated accuracy of +/- 6 seconds.
 QV0185
 QV0185.The orthometric height was determined by differential leveling
 QV0185.and adjusted by the National Geodetic Survey in June 1991..
 QV0185
 QV0185.The geoid height was determined by GEOID03.
 QV0185
 QV0185.The dynamic height is computed by dividing the NAVD 88
 QV0185.geopotential number by the normal gravity value computed on the
 QV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0185.degrees latitude (g = 980.6199 gals.).
 QV0185
 QV0185.The modeled gravity was interpolated from observed gravity values.
 QV0185
 QV0185;                    North         East    Units  Estimated Accuracy
 QV0185;SPC MT       -   120,720.      767,490.      MT  (+/- 180 meters Scaled)
 QV0185
 QV0185                          SUPERSEDED SURVEY CONTROL
 QV0185
 QV0185  NGVD 29 (??/??/92) 1024.934  (m)         3362.64   (f) ADJ UNCH    1 2
 QV0185
 QV0185.Superseded values are not recommended for survey control.
 QV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0185.See file dsdata.txt to determine how the superseded data were derived.
 QV0185
 QV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL147207(NAD 83)
 QV0185_MARKER: DB = BENCH MARK DISK
 QV0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QV0185_SP_SET: CULVERT
 QV0185_STAMPING: D 486 1957
 QV0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0185
 QV0185  HISTORY     - Date     Condition        Report By
 QV0185  HISTORY     - 1957     MONUMENTED       CGS
 QV0185
 QV0185                          STATION DESCRIPTION
 QV0185
 QV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0185'IN LODGE GRASS.
 QV0185'AT LODGE GRASS, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 93
 QV0185'FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF
 QV0185'THE STATION, 13.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 75
 QV0185'FEET EAST OF THE CENTER LINE OF MAIN STREET, 32 FEET NORTHWEST OF THE
 QV0185'CENTER OF A STREET CROSSING, 26 FEET NORTH OF THE CENTER LINE OF THE
 QV0185'STREET, IN THE TOP OF THE CENTER OF THE WEST HEAD WALL OF CONCRETE
 QV0185'CULVERT 750.22 AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0250 ***********************************************************************
 QV0250  DESIGNATION -  D 487
 QV0250  PID         -  QV0250
 QV0250  STATE/COUNTY-  MT/BIG HORN
 QV0250  USGS QUAD   -  ROWLEY (1969)
 QV0250
 QV0250                         *CURRENT SURVEY CONTROL
 QV0250  ___________________________________________________________________
 QV0250* NAD 83(1986)-  45 43 46.     (N)    107 47 06.     (W)     SCALED    
 QV0250* NAVD 88     -       947.479  (meters)    3108.52   (feet)  ADJUSTED  
 QV0250  ___________________________________________________________________
 QV0250  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 QV0250  DYNAMIC HT  -         947.279 (meters)    3107.86  (feet)  COMP
 QV0250  MODELED GRAV-     980,372.8   (mgal)                       NAVD 88
 QV0250
 QV0250  VERT ORDER  -  FIRST     CLASS II
 QV0250
 QV0250.The horizontal coordinates were scaled from a topographic map and have
 QV0250.an estimated accuracy of +/- 6 seconds.
 QV0250
 QV0250.The orthometric height was determined by differential leveling
 QV0250.and adjusted by the National Geodetic Survey in June 1991..
 QV0250
 QV0250.The geoid height was determined by GEOID03.
 QV0250
 QV0250.The dynamic height is computed by dividing the NAVD 88
 QV0250.geopotential number by the normal gravity value computed on the
 QV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0250.degrees latitude (g = 980.6199 gals.).
 QV0250
 QV0250.The modeled gravity was interpolated from observed gravity values.
 QV0250
 QV0250;                    North         East    Units  Estimated Accuracy
 QV0250;SPC MT       -   165,880.      733,440.      MT  (+/- 180 meters Scaled)
 QV0250
 QV0250                          SUPERSEDED SURVEY CONTROL
 QV0250
 QV0250  NGVD 29 (??/??/92)  946.752  (m)         3106.14   (f) ADJ UNCH    1 2
 QV0250
 QV0250.Superseded values are not recommended for survey control.
 QV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0250.See file dsdata.txt to determine how the superseded data were derived.
 QV0250
 QV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL833677(NAD 83)
 QV0250_MARKER: DB = BENCH MARK DISK
 QV0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0250_STAMPING: D 487 1957
 QV0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0250+STABILITY: SURFACE MOTION
 QV0250
 QV0250  HISTORY     - Date     Condition        Report By
 QV0250  HISTORY     - 1957     MONUMENTED       CGS
 QV0250
 QV0250                          STATION DESCRIPTION
 QV0250
 QV0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0250'9.55 MI W FROM HARDIN.
 QV0250'ABOUT 9.55 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0250'RAILROAD FROM THE STATION AT HARDIN, 28 1/2 FEET NORTH OF THE 9TH POLE
 QV0250'WEST OF MILEPOST 793, 74 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 QV0250'TRACK, 2 1/2 FEET NORTH OF THE FENCE LINE, 3 FEET WEST OF A WHITE
 QV0250'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND IN
 QV0250'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0244 ***********************************************************************
 QV0244  DESIGNATION -  D 488
 QV0244  PID         -  QV0244
 QV0244  STATE/COUNTY-  MT/BIG HORN
 QV0244  USGS QUAD   -  ROWLEY NW (1969)
 QV0244
 QV0244                         *CURRENT SURVEY CONTROL
 QV0244  ___________________________________________________________________
 QV0244* NAD 83(1986)-  45 44 52.     (N)    107 52 46.     (W)     SCALED    
 QV0244* NAVD 88     -       987.121  (meters)    3238.58   (feet)  ADJUSTED  
 QV0244  ___________________________________________________________________
 QV0244  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 QV0244  DYNAMIC HT  -         986.911 (meters)    3237.89  (feet)  COMP
 QV0244  MODELED GRAV-     980,369.6   (mgal)                       NAVD 88
 QV0244
 QV0244  VERT ORDER  -  FIRST     CLASS II
 QV0244
 QV0244.The horizontal coordinates were scaled from a topographic map and have
 QV0244.an estimated accuracy of +/- 6 seconds.
 QV0244
 QV0244.The orthometric height was determined by differential leveling
 QV0244.and adjusted by the National Geodetic Survey in June 1991..
 QV0244
 QV0244.The geoid height was determined by GEOID03.
 QV0244
 QV0244.The dynamic height is computed by dividing the NAVD 88
 QV0244.geopotential number by the normal gravity value computed on the
 QV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0244.degrees latitude (g = 980.6199 gals.).
 QV0244
 QV0244.The modeled gravity was interpolated from observed gravity values.
 QV0244
 QV0244;                    North         East    Units  Estimated Accuracy
 QV0244;SPC MT       -   167,760.      726,050.      MT  (+/- 180 meters Scaled)
 QV0244
 QV0244                          SUPERSEDED SURVEY CONTROL
 QV0244
 QV0244  NGVD 29 (??/??/92)  986.384  (m)         3236.16   (f) ADJ UNCH    1 2
 QV0244
 QV0244.Superseded values are not recommended for survey control.
 QV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0244.See file dsdata.txt to determine how the superseded data were derived.
 QV0244
 QV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL760700(NAD 83)
 QV0244_MARKER: DB = BENCH MARK DISK
 QV0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0244_SP_SET: 35 1/2 FEET
 QV0244_STAMPING: D 488 1957
 QV0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0244
 QV0244  HISTORY     - Date     Condition        Report By
 QV0244  HISTORY     - 1957     MONUMENTED       CGS
 QV0244
 QV0244                          STATION DESCRIPTION
 QV0244
 QV0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0244'14.3 MI NW FROM HARDIN.
 QV0244'ABOUT 14.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0244'RAILROAD FROM THE STATION AT HARDIN, 0.4 MILE WEST OF THE SECTION
 QV0244'FOREMANS HOUSE AT TOLUCA, 55 FEET NORTH OF MILEPOST 798, 68 FEET NORTH
 QV0244'OF THE NORTH RAIL, 36 FEET NORTHEAST OF A TELEPHONE POLE, 2 1/2 FEET
 QV0244'SOUTH OF THE FENCE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 QV0244'ABOUT 2 1/2 FEET BELOW THE TRACK, A DISK ON THE TOP OF A 5/8-INCH
 QV0244'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 35 1/2 FEET AND IS
 QV0244'ENCASED IN A 6-INCH TILE THAT PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0224 ***********************************************************************
 QW0224  DESIGNATION -  D 489
 QW0224  PID         -  QW0224
 QW0224  STATE/COUNTY-  MT/STILLWATER
 QW0224  USGS QUAD   -  SPRINGTIME (1955)
 QW0224
 QW0224                         *CURRENT SURVEY CONTROL
 QW0224  ___________________________________________________________________
 QW0224* NAD 83(1986)-  45 41 25.     (N)    109 28 11.     (W)     SCALED    
 QW0224* NAVD 88     -      1129.281  (meters)    3704.98   (feet)  ADJUSTED  
 QW0224  ___________________________________________________________________
 QW0224  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QW0224  DYNAMIC HT  -        1128.950 (meters)    3703.90  (feet)  COMP
 QW0224  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 QW0224
 QW0224  VERT ORDER  -  FIRST     CLASS II
 QW0224
 QW0224.The horizontal coordinates were scaled from a topographic map and have
 QW0224.an estimated accuracy of +/- 6 seconds.
 QW0224
 QW0224.The orthometric height was determined by differential leveling
 QW0224.and adjusted by the National Geodetic Survey in June 1991..
 QW0224
 QW0224.The geoid height was determined by GEOID03.
 QW0224
 QW0224.The dynamic height is computed by dividing the NAVD 88
 QW0224.geopotential number by the normal gravity value computed on the
 QW0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0224.degrees latitude (g = 980.6199 gals.).
 QW0224
 QW0224.The modeled gravity was interpolated from observed gravity values.
 QW0224
 QW0224;                    North         East    Units  Estimated Accuracy
 QW0224;SPC MT       -   160,070.      602,360.      MT  (+/- 180 meters Scaled)
 QW0224
 QW0224                          SUPERSEDED SURVEY CONTROL
 QW0224
 QW0224  NGVD 29 (??/??/92) 1128.334  (m)         3701.88   (f) ADJ UNCH    1 2
 QW0224
 QW0224.Superseded values are not recommended for survey control.
 QW0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0224.See file dsdata.txt to determine how the superseded data were derived.
 QW0224
 QW0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR191607(NAD 83)
 QW0224_MARKER: DB = BENCH MARK DISK
 QW0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0224_STAMPING: D 489 1957
 QW0224_MARK LOGO: CGS   
 QW0224_PROJECTION: PROJECTING 10 CENTIMETERS
 QW0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0224+STABILITY: SURFACE MOTION
 QW0224
 QW0224  HISTORY     - Date     Condition        Report By
 QW0224  HISTORY     - 1957     MONUMENTED       CGS
 QW0224  HISTORY     - 1982     GOOD             NGS
 QW0224
 QW0224                          STATION DESCRIPTION
 QW0224
 QW0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0224'3.85 MI SE FROM REEDPOINT.
 QW0224'ABOUT 3.85 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0224'STATION AT REEDPOINT, IN SECTION 2, T 2 S, R 18 E, 27 FEET SOUTHEAST
 QW0224'OF THE 4TH POLE WEST OF MILEPOST 53, 71 FEET SOUTH OF THE SOUTH RAIL,
 QW0224'34 FEET EAST OF A T FENCE CORNER, 3 FEET NORTH OF A FENCE, 2 1/2 FEET
 QW0224'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF
 QW0224'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QW0224
 QW0224                          STATION RECOVERY (1982)
 QW0224
 QW0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0224'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0224'20.9 KM (13.0 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QW0224'THE RAILROAD STATION IN COLUMBUS, 0.3 KM (0.2 MI) NORTHWEST OF
 QW0224'MILEPOST 53, 21.7 METERS (71.2 FT SOUTHWEST OF THE NEAR RAIL, 10.6
 QW0224'METERS (34.8 FT) EAST OF A FENCE CORNER AND 8.3 METERS (27.2 FT
 QW0224'SOUTHEAST OF A UTILITY POLE.
 QW0224'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 QW0224'THE MARK IS 1.8 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0378 ***********************************************************************
 SR0378  DESIGNATION -  D 49
 SR0378  PID         -  SR0378
 SR0378  STATE/COUNTY-  MT/FERGUS
 SR0378  USGS QUAD   -  NEW YEAR (1985)
 SR0378
 SR0378                         *CURRENT SURVEY CONTROL
 SR0378  ___________________________________________________________________
 SR0378* NAD 83(1986)-  47 14 28.     (N)    109 22 21.     (W)     SCALED    
 SR0378* NAVD 88     -      1224.140  (meters)    4016.20   (feet)  ADJUSTED  
 SR0378  ___________________________________________________________________
 SR0378  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 SR0378  DYNAMIC HT  -        1224.013 (meters)    4015.78  (feet)  COMP
 SR0378  MODELED GRAV-     980,466.5   (mgal)                       NAVD 88
 SR0378
 SR0378  VERT ORDER  -  FIRST     CLASS II
 SR0378
 SR0378.The horizontal coordinates were scaled from a topographic map and have
 SR0378.an estimated accuracy of +/- 6 seconds.
 SR0378
 SR0378.The orthometric height was determined by differential leveling
 SR0378.and adjusted by the National Geodetic Survey in June 1991..
 SR0378.WARNING-Repeat measurements at this control monument indicate possible
 SR0378.vertical movement.
 SR0378
 SR0378.The geoid height was determined by GEOID03.
 SR0378
 SR0378.The dynamic height is computed by dividing the NAVD 88
 SR0378.geopotential number by the normal gravity value computed on the
 SR0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0378.degrees latitude (g = 980.6199 gals.).
 SR0378
 SR0378.The modeled gravity was interpolated from observed gravity values.
 SR0378
 SR0378;                    North         East    Units  Estimated Accuracy
 SR0378;SPC MT       -   332,370.      609,650.      MT  (+/- 180 meters Scaled)
 SR0378
 SR0378                          SUPERSEDED SURVEY CONTROL
 SR0378
 SR0378  NGVD 29 (??/??/92) 1223.257  (m)         4013.30   (f) ADJ UNCH    1 2
 SR0378
 SR0378.Superseded values are not recommended for survey control.
 SR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0378.See file dsdata.txt to determine how the superseded data were derived.
 SR0378
 SR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT231332(NAD 83)
 SR0378_MARKER: DB = BENCH MARK DISK
 SR0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0378_STAMPING: D 49 1933
 SR0378_PROJECTION: PROJECTING 2 CENTIMETERS
 SR0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0378+STABILITY: SURFACE MOTION
 SR0378
 SR0378  HISTORY     - Date     Condition        Report By
 SR0378  HISTORY     - 1933     MONUMENTED       CGS
 SR0378  HISTORY     - 1961     GOOD             NGS
 SR0378  HISTORY     - 1980     GOOD             NGS
 SR0378
 SR0378                          STATION DESCRIPTION
 SR0378
 SR0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0378'1.15 MI SW FROM HILGER.
 SR0378'ABOUT 1.15 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0378'PACIFIC RAILROAD FROM THE STATION AT HILGER, IN SECTION 12, T 17 N, R
 SR0378'18 E, 48 FEET SOUTH OF MILEPOST 16, 44 FEET SOUTHEAST OF THE SOUTHEAST
 SR0378'RAIL, 90 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 19, 29
 SR0378'FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 2 FEET NORTHWEST OF A
 SR0378'FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SR0378'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 SR0378
 SR0378                          STATION RECOVERY (1980)
 SR0378
 SR0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0378'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE IN
 SR0378'HILGER, 0.6 KM (0.35 MI) SOUTHWEST OF MILE POST 14,
 SR0378'27.4 METERS (90.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 SR0378'HIGHWAY, 13.4 METERS (44.0 FT) SOUTHEAST OF THE CENTER OF THE OLD
 SR0378'RAILROAD BED, 8.8 METERS (29.0 FT) WEST-SOUTHWEST
 SR0378'OF A UTILITY POLE, 0.6 METERS (2.0 FT) NORTHWEST OF A FENCE.
 SR0378'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 SR0378'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0146 ***********************************************************************
 QX0146  DESIGNATION -  D 490
 QX0146  PID         -  QX0146
 QX0146  STATE/COUNTY-  MT/PARK
 QX0146  USGS QUAD   -  HOPPERS (1981)
 QX0146
 QX0146                         *CURRENT SURVEY CONTROL
 QX0146  ___________________________________________________________________
 QX0146* NAD 83(1986)-  45 39 42.     (N)    110 38 10.     (W)     SCALED    
 QX0146* NAVD 88     -      1460.801  (meters)    4792.64   (feet)  POSTED    
 QX0146  ___________________________________________________________________
 QX0146  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 QX0146  DYNAMIC HT  -        1460.290 (meters)    4790.97  (feet)  COMP
 QX0146  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 QX0146
 QX0146  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 QX0146
 QX0146.The horizontal coordinates were scaled from a topographic map and have
 QX0146.an estimated accuracy of +/- 6 seconds.
 QX0146
 QX0146.The orthometric height was determined by differential leveling
 QX0146.and adjusted by the National Geodetic Survey in 1992..
 QX0146.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 QX0146.rate of 3.1 thru 4.0 mm/km.
 QX0146
 QX0146.The geoid height was determined by GEOID03.
 QX0146
 QX0146.The dynamic height is computed by dividing the NAVD 88
 QX0146.geopotential number by the normal gravity value computed on the
 QX0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0146.degrees latitude (g = 980.6199 gals.).
 QX0146
 QX0146.The modeled gravity was interpolated from observed gravity values.
 QX0146
 QX0146;                    North         East    Units  Estimated Accuracy
 QX0146;SPC MT       -   157,530.      511,490.      MT  (+/- 180 meters Scaled)
 QX0146
 QX0146                          SUPERSEDED SURVEY CONTROL
 QX0146
 QX0146  NGVD 29 (??/??/92) 1459.632  (m)         4788.81   (f) ADJ UNCH    1 2
 QX0146
 QX0146.Superseded values are not recommended for survey control.
 QX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0146.See file dsdata.txt to determine how the superseded data were derived.
 QX0146
 QX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR283565(NAD 83)
 QX0146_MARKER: DB = BENCH MARK DISK
 QX0146_SETTING: 66 = SET IN ROCK OUTCROP
 QX0146_SP_SET: ROCK OUTCROP
 QX0146_STAMPING: D 490 1957
 QX0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0146+STABILITY: POSITION/ELEVATION WELL
 QX0146
 QX0146  HISTORY     - Date     Condition        Report By
 QX0146  HISTORY     - 1957     MONUMENTED       CGS
 QX0146  HISTORY     - 1958     GOOD             NGS
 QX0146  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0146
 QX0146                          STATION DESCRIPTION
 QX0146
 QX0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0146'3.7 MI W FROM LIVINGSTON.
 QX0146'ABOUT 3.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0146'STATION AT LIVINGSTON, IN SECTION 17, T 2 S, R 9 E, 5 POLES WEST OF
 QX0146'MILEPOST 119, IN THE TOP OF A SLOPING ROCK OUTCROP, ABOUT MIDWAY OF A
 QX0146'ROCKY CUT, 28 FEET SOUTH OF THE SOUTH RAIL, 95 FEET WEST OF THE EAST
 QX0146'END OF THE CUT, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 QX0146
 QX0146                          STATION RECOVERY (1982)
 QX0146
 QX0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0105 ***********************************************************************
 QW0105  DESIGNATION -  D 491
 QW0105  PID         -  QW0105
 QW0105  STATE/COUNTY-  MT/STILLWATER
 QW0105  USGS QUAD   -  RAPIDS (1956)
 QW0105
 QW0105                         *CURRENT SURVEY CONTROL
 QW0105  ___________________________________________________________________
 QW0105* NAD 83(1986)-  45 36 47.     (N)    109 00 05.     (W)     SCALED    
 QW0105* NAVD 88     -      1042.748  (meters)    3421.08   (feet)  ADJUSTED  
 QW0105  ___________________________________________________________________
 QW0105  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 QW0105  DYNAMIC HT  -        1042.491 (meters)    3420.24  (feet)  COMP
 QW0105  MODELED GRAV-     980,333.3   (mgal)                       NAVD 88
 QW0105
 QW0105  VERT ORDER  -  FIRST     CLASS II
 QW0105
 QW0105.The horizontal coordinates were scaled from a topographic map and have
 QW0105.an estimated accuracy of +/- 6 seconds.
 QW0105
 QW0105.The orthometric height was determined by differential leveling
 QW0105.and adjusted by the National Geodetic Survey in June 1991..
 QW0105.WARNING-Repeat measurements at this control monument indicate possible
 QW0105.vertical movement.
 QW0105
 QW0105.The geoid height was determined by GEOID03.
 QW0105
 QW0105.The dynamic height is computed by dividing the NAVD 88
 QW0105.geopotential number by the normal gravity value computed on the
 QW0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0105.degrees latitude (g = 980.6199 gals.).
 QW0105
 QW0105.The modeled gravity was interpolated from observed gravity values.
 QW0105
 QW0105;                    North         East    Units  Estimated Accuracy
 QW0105;SPC MT       -   151,610.      638,880.      MT  (+/- 180 meters Scaled)
 QW0105
 QW0105                          SUPERSEDED SURVEY CONTROL
 QW0105
 QW0105.No superseded survey control is available for this station.
 QW0105
 QW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR558529(NAD 83)
 QW0105_MARKER: DB = BENCH MARK DISK
 QW0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0105_SP_SET: CULVERT
 QW0105_STAMPING: D 491 1957
 QW0105_MARK LOGO: CGS   
 QW0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0105
 QW0105  HISTORY     - Date     Condition        Report By
 QW0105  HISTORY     - 1957     MONUMENTED       CGS
 QW0105  HISTORY     - 1982     GOOD             NGS
 QW0105
 QW0105                          STATION DESCRIPTION
 QW0105
 QW0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0105'4.3 MI SW FROM PARK CITY.
 QW0105'ABOUT 4.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0105'STATION AT PARK CITY, IN SECTION 34, T 2 S, R 22 E, 6 POLES EAST OF
 QW0105'MILEPOST 27, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD
 QW0105'WALL OF A 24-INCH TUBE CULVERT NUMBER 26 + 4707, 2 RAILS EAST OF A
 QW0105'ROAD CROSSING, 24 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 1/2 FEET
 QW0105'BELOW THE LEVEL OF THE TRACK.
 QW0105
 QW0105                          STATION RECOVERY (1982)
 QW0105
 QW0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0105'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0105'20.2 KM (12.55 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN
 QW0105'RAILROAD FROM THE RAILROAD STATION IN LAUREL, 0.3 KM (0.2 MI)
 QW0105'NORTHEAST OF MILEPOST 27, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 QW0105'CONCRETE HEADWALL OF RAILROAD CULVERT NUMBER 26+4707, 13.8 METERS
 QW0105'(45.3 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD AND 7.3 METERS
 QW0105'(24.0 FT) NORTHWEST OF THE NEAR RAIL.
 QW0105'THE MARK IS 0.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0232 ***********************************************************************
 QW0232  DESIGNATION -  D 492
 QW0232  PID         -  QW0232
 QW0232  STATE/COUNTY-  MT/STILLWATER
 QW0232  USGS QUAD   -  COLUMBUS WEST (1956)
 QW0232
 QW0232                         *CURRENT SURVEY CONTROL
 QW0232  ___________________________________________________________________
 QW0232* NAD 83(1986)-  45 41 10.     (N)    109 21 49.     (W)     SCALED    
 QW0232* NAVD 88     -      1117.363  (meters)    3665.88   (feet)  ADJUSTED  
 QW0232  ___________________________________________________________________
 QW0232  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 QW0232  DYNAMIC HT  -        1117.053 (meters)    3664.86  (feet)  COMP
 QW0232  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 QW0232
 QW0232  VERT ORDER  -  FIRST     CLASS II
 QW0232
 QW0232.The horizontal coordinates were scaled from a topographic map and have
 QW0232.an estimated accuracy of +/- 6 seconds.
 QW0232
 QW0232.The orthometric height was determined by differential leveling
 QW0232.and adjusted by the National Geodetic Survey in June 1991..
 QW0232
 QW0232.The geoid height was determined by GEOID03.
 QW0232
 QW0232.The dynamic height is computed by dividing the NAVD 88
 QW0232.geopotential number by the normal gravity value computed on the
 QW0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0232.degrees latitude (g = 980.6199 gals.).
 QW0232
 QW0232.The modeled gravity was interpolated from observed gravity values.
 QW0232
 QW0232;                    North         East    Units  Estimated Accuracy
 QW0232;SPC MT       -   159,610.      610,620.      MT  (+/- 180 meters Scaled)
 QW0232
 QW0232                          SUPERSEDED SURVEY CONTROL
 QW0232
 QW0232  NGVD 29 (??/??/92) 1116.444  (m)         3662.87   (f) ADJ UNCH    1 2
 QW0232
 QW0232.Superseded values are not recommended for survey control.
 QW0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0232.See file dsdata.txt to determine how the superseded data were derived.
 QW0232
 QW0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR274604(NAD 83)
 QW0232_MARKER: DB = BENCH MARK DISK
 QW0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0232_STAMPING: D 492 1957
 QW0232_MARK LOGO: CGS   
 QW0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0232+STABILITY: SURFACE MOTION
 QW0232
 QW0232  HISTORY     - Date     Condition        Report By
 QW0232  HISTORY     - 1957     MONUMENTED       CGS
 QW0232  HISTORY     - 1982     GOOD             NGS
 QW0232
 QW0232                          STATION DESCRIPTION
 QW0232
 QW0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0232'6.85 MI NW FROM COLUMBUS.
 QW0232'ABOUT 6.85 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0232'STATION AT COLUMBUS, IN SECTION 3, T 2 S, R 19 E, 7 1/2 POLES
 QW0232'NORTHWEST OF MILEPOST 47, 84 FEET NORTHEAST OF THE NORTHEAST RAIL, 93
 QW0232'FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 24 FEET NORTHWEST OF
 QW0232'THE CENTER LINE OF A GRAVEL ROAD, 74 FEET SOUTHWEST OF THE CENTER LINE
 QW0232'OF U. S. HIGHWAY 10, 6 FEET NORTHEAST OF A POWER POLE, 2 FEET
 QW0232'SOUTHEAST OF THE WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 QW0232'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 QW0232'INCHES.
 QW0232
 QW0232                          STATION RECOVERY (1982)
 QW0232
 QW0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0232'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 451091, LINE 101
 QW0232'IS ADEQUATE EXCEPT THAT THE RAILROAD IS NOW THE BURLINGTON NORTHERN
 QW0232'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0219 ***********************************************************************
 QX0219  DESIGNATION -  D 493
 QX0219  PID         -  QX0219
 QX0219  STATE/COUNTY-  MT/GALLATIN
 QX0219  USGS QUAD   -  BOZEMAN (1987)
 QX0219
 QX0219                         *CURRENT SURVEY CONTROL
 QX0219  ___________________________________________________________________
 QX0219* NAD 83(1986)-  45 43 16.     (N)    111 04 18.     (W)     SCALED    
 QX0219* NAVD 88     -      1413.918  (meters)    4638.83   (feet)  POSTED    
 QX0219  ___________________________________________________________________
 QX0219  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 QX0219  DYNAMIC HT  -        1413.420 (meters)    4637.20  (feet)  COMP
 QX0219  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 QX0219
 QX0219  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QX0219
 QX0219.The horizontal coordinates were scaled from a topographic map and have
 QX0219.an estimated accuracy of +/- 6 seconds.
 QX0219
 QX0219.The orthometric height was determined by differential leveling
 QX0219.and adjusted by the National Geodetic Survey in 1992..
 QX0219.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QX0219.rate of 4.1 thru 8.0 mm/km.
 QX0219
 QX0219.The geoid height was determined by GEOID03.
 QX0219
 QX0219.The dynamic height is computed by dividing the NAVD 88
 QX0219.geopotential number by the normal gravity value computed on the
 QX0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0219.degrees latitude (g = 980.6199 gals.).
 QX0219
 QX0219.The modeled gravity was interpolated from observed gravity values.
 QX0219
 QX0219;                    North         East    Units  Estimated Accuracy
 QX0219;SPC MT       -   164,720.      477,700.      MT  (+/- 180 meters Scaled)
 QX0219
 QX0219                          SUPERSEDED SURVEY CONTROL
 QX0219
 QX0219  NGVD 29 (??/??/92) 1412.739  (m)         4634.96   (f) ADJ UNCH    1 2
 QX0219
 QX0219.Superseded values are not recommended for survey control.
 QX0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0219.See file dsdata.txt to determine how the superseded data were derived.
 QX0219
 QX0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR944630(NAD 83)
 QX0219_MARKER: DB = BENCH MARK DISK
 QX0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0219_SP_SET: ABUTMENT
 QX0219_STAMPING: D 493 1957
 QX0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0219
 QX0219  HISTORY     - Date     Condition        Report By
 QX0219  HISTORY     - 1957     MONUMENTED       CGS
 QX0219  HISTORY     - 1958     GOOD             NGS
 QX0219  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0219
 QX0219                          STATION DESCRIPTION
 QX0219
 QX0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0219'3.15 MI NW FROM BOZEMAN.
 QX0219'ABOUT 3.15 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0219'STATION AT BOZEMAN, IN SECTION 26, T 1 S, R 5 E, ABOUT 0.4 MILE
 QX0219'SOUTHEAST OF MILEPOST 144, IN THE TOP OF THE NORTHEAST END OF THE
 QX0219'SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 143, 5 FEET NORTHEAST OF
 QX0219'THE NORTHEAST RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 QX0219
 QX0219                          STATION RECOVERY (1982)
 QX0219
 QX0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0361 ***********************************************************************
 QW0361  DESIGNATION -  D 494
 QW0361  PID         -  QW0361
 QW0361  STATE/COUNTY-  MT/SWEET GRASS
 QW0361  USGS QUAD   -  BIG TIMBER (1981)
 QW0361
 QW0361                         *CURRENT SURVEY CONTROL
 QW0361  ___________________________________________________________________
 QW0361* NAD 83(1986)-  45 49 40.     (N)    109 56 47.     (W)     SCALED    
 QW0361* NAVD 88     -      1256.040  (meters)    4120.86   (feet)  ADJUSTED  
 QW0361  ___________________________________________________________________
 QW0361  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 QW0361  DYNAMIC HT  -        1255.672 (meters)    4119.65  (feet)  COMP
 QW0361  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 QW0361
 QW0361  VERT ORDER  -  FIRST     CLASS II
 QW0361
 QW0361.The horizontal coordinates were scaled from a topographic map and have
 QW0361.an estimated accuracy of +/- 6 seconds.
 QW0361
 QW0361.The orthometric height was determined by differential leveling
 QW0361.and adjusted by the National Geodetic Survey in June 1991..
 QW0361
 QW0361.The geoid height was determined by GEOID03.
 QW0361
 QW0361.The dynamic height is computed by dividing the NAVD 88
 QW0361.geopotential number by the normal gravity value computed on the
 QW0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0361.degrees latitude (g = 980.6199 gals.).
 QW0361
 QW0361.The modeled gravity was interpolated from observed gravity values.
 QW0361
 QW0361;                    North         East    Units  Estimated Accuracy
 QW0361;SPC MT       -   175,440.      565,330.      MT  (+/- 180 meters Scaled)
 QW0361
 QW0361                          SUPERSEDED SURVEY CONTROL
 QW0361
 QW0361  NGVD 29 (??/??/92) 1255.017  (m)         4117.50   (f) ADJ UNCH    1 2
 QW0361
 QW0361.Superseded values are not recommended for survey control.
 QW0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0361.See file dsdata.txt to determine how the superseded data were derived.
 QW0361
 QW0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR818754(NAD 83)
 QW0361_MARKER: DB = BENCH MARK DISK
 QW0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0361_SP_SET: FOUNDATION
 QW0361_STAMPING: D 494 1957
 QW0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0361
 QW0361  HISTORY     - Date     Condition        Report By
 QW0361  HISTORY     - 1957     MONUMENTED       CGS
 QW0361  HISTORY     - 1958     GOOD             NGS
 QW0361  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0361
 QW0361                          STATION DESCRIPTION
 QW0361
 QW0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QW0361'0.75 MI SE FROM BIG TIMBER.
 QW0361'ABOUT 0.75 MILE SOUTHEAST ALONG THE ASPHALT ROAD LEADING TO MCLEOD
 QW0361'FROM THE NORTHERN PACIFIC RAILWAY STATION AT BIG TIMBER, IN SECTION
 QW0361'23, T 1 N, R 14 E, IN THE TOP OF THE EAST SIDE OF THE CONCRETE
 QW0361'FOUNDATION OF THE SIGN POST FOR MCLEOD STREET AND 10TH AVENUE WEST, 82
 QW0361'FEET NORTH OF THE NORTH CORNER OF AN OLD STONE BUILDING, 111 FEET
 QW0361'SOUTH OF A 30-INCH COTTONWOOD IN THE YARD OF HOUSE NUMBER 915, 31 FEET
 QW0361'SOUTHWEST OF THE EXTENDED CENTER LINE OF MCLEOD STREET, 13 FEET
 QW0361'SOUTHEAST OF THE EXTENDED CENTER LINE OF 10TH AVENUE WEST, AND ABOUT
 QW0361'FLUSH WITH THE GROUND.
 QW0361
 QW0361                          STATION RECOVERY (1982)
 QW0361
 QW0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0038 ***********************************************************************
 QY0038  DESIGNATION -  D 495
 QY0038  PID         -  QY0038
 QY0038  STATE/COUNTY-  MT/JEFFERSON
 QY0038  USGS QUAD   -  DELMOE LAKE (1978)
 QY0038
 QY0038                         *CURRENT SURVEY CONTROL
 QY0038  ___________________________________________________________________
 QY0038* NAD 83(1986)-  45 55 18.     (N)    112 16 11.     (W)     SCALED    
 QY0038* NAVD 88     -      1543.222  (meters)    5063.05   (feet)  ADJUSTED  
 QY0038  ___________________________________________________________________
 QY0038  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 QY0038  DYNAMIC HT  -        1542.696 (meters)    5061.33  (feet)  COMP
 QY0038  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 QY0038
 QY0038  VERT ORDER  -  FIRST     CLASS II
 QY0038
 QY0038.The horizontal coordinates were scaled from a topographic map and have
 QY0038.an estimated accuracy of +/- 6 seconds.
 QY0038
 QY0038.The orthometric height was determined by differential leveling
 QY0038.and adjusted by the National Geodetic Survey in June 1991..
 QY0038
 QY0038.The geoid height was determined by GEOID03.
 QY0038
 QY0038.The dynamic height is computed by dividing the NAVD 88
 QY0038.geopotential number by the normal gravity value computed on the
 QY0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0038.degrees latitude (g = 980.6199 gals.).
 QY0038
 QY0038.The modeled gravity was interpolated from observed gravity values.
 QY0038
 QY0038;                    North         East    Units  Estimated Accuracy
 QY0038;SPC MT       -   189,570.      385,280.      MT  (+/- 180 meters Scaled)
 QY0038
 QY0038                          SUPERSEDED SURVEY CONTROL
 QY0038
 QY0038  NGVD 29 (??/??/92) 1542.060  (m)         5059.24   (f) ADJ UNCH    1 2
 QY0038
 QY0038.Superseded values are not recommended for survey control.
 QY0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0038.See file dsdata.txt to determine how the superseded data were derived.
 QY0038
 QY0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR015861(NAD 83)
 QY0038_MARKER: DB = BENCH MARK DISK
 QY0038_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QY0038_STAMPING: D 495 1957
 QY0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0038
 QY0038  HISTORY     - Date     Condition        Report By
 QY0038  HISTORY     - 1957     MONUMENTED       CGS
 QY0038  HISTORY     - 1958     GOOD             NGS
 QY0038
 QY0038                          STATION DESCRIPTION
 QY0038
 QY0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0038'10.1 MI NW FROM WHITEHALL.
 QY0038'10.1 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0038'STATION AT WHITEHALL, IN SECTION 18, T 2 N, R 5 W, ABOUT 0.4 MILE EAST
 QY0038'OF MILEPOST 49, IN THE TOP OF A 5 FOOT LONG ROCK WHICH IS 1 1/2 FEET
 QY0038'ABOVE THE GROUND ON THE SOUTHEAST SIDE, 140 FEET SOUTHWEST OF THE
 QY0038'CENTER OF A ROAD CROSSING, 50 FEET NORTH OF THE NORTH RAIL, 2 RAILS
 QY0038'NORTHEAST OF THE NORTHEAST END OF A ROCKY CUT, 4 1/2 FEET NORTH OF THE
 QY0038'NORTH RIGHT OF WAY FENCE, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE
 QY0038'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0026 ***********************************************************************
 QY0026  DESIGNATION -  D 496
 QY0026  PID         -  QY0026
 QY0026  STATE/COUNTY-  MT/JEFFERSON
 QY0026  USGS QUAD   -  DELMOE LAKE (1978)
 QY0026
 QY0026                         *CURRENT SURVEY CONTROL
 QY0026  ___________________________________________________________________
 QY0026* NAD 83(1986)-  45 55 05.     (N)    112 19 40.     (W)     SCALED    
 QY0026* NAVD 88     -      1780.127  (meters)    5840.30   (feet)  ADJUSTED  
 QY0026  ___________________________________________________________________
 QY0026  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QY0026  DYNAMIC HT  -        1779.453 (meters)    5838.09  (feet)  COMP
 QY0026  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 QY0026
 QY0026  VERT ORDER  -  FIRST     CLASS II
 QY0026
 QY0026.The horizontal coordinates were scaled from a topographic map and have
 QY0026.an estimated accuracy of +/- 6 seconds.
 QY0026
 QY0026.The orthometric height was determined by differential leveling
 QY0026.and adjusted by the National Geodetic Survey in June 1991..
 QY0026
 QY0026.The geoid height was determined by GEOID03.
 QY0026
 QY0026.The dynamic height is computed by dividing the NAVD 88
 QY0026.geopotential number by the normal gravity value computed on the
 QY0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0026.degrees latitude (g = 980.6199 gals.).
 QY0026
 QY0026.The modeled gravity was interpolated from observed gravity values.
 QY0026
 QY0026;                    North         East    Units  Estimated Accuracy
 QY0026;SPC MT       -   189,330.      380,770.      MT  (+/- 180 meters Scaled)
 QY0026
 QY0026                          SUPERSEDED SURVEY CONTROL
 QY0026
 QY0026  NGVD 29 (??/??/92) 1778.898  (m)         5836.27   (f) ADJ UNCH    1 2
 QY0026
 QY0026.Superseded values are not recommended for survey control.
 QY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0026.See file dsdata.txt to determine how the superseded data were derived.
 QY0026
 QY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR970858(NAD 83)
 QY0026_MARKER: DB = BENCH MARK DISK
 QY0026_SETTING: 66 = SET IN ROCK OUTCROP
 QY0026_SP_SET: GRANITE ROCK
 QY0026_STAMPING: D 496 1957
 QY0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0026+STABILITY: POSITION/ELEVATION WELL
 QY0026
 QY0026  HISTORY     - Date     Condition        Report By
 QY0026  HISTORY     - 1957     MONUMENTED       CGS
 QY0026  HISTORY     - 1958     GOOD             NGS
 QY0026
 QY0026                          STATION DESCRIPTION
 QY0026
 QY0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0026'15.0 MI SE FROM BUTTE.
 QY0026'15.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0026'STATION AT BUTTE, IN SECTION 15, T 2 N, R 6 W, 7 POLES SOUTHWEST OF
 QY0026'MILEPOST 56, IN THE TOP OF A LARGE GRANITE ROCK PROJECTING 2 1/2 FEET
 QY0026'ON THE SOUTH SIDE, 76 FEET NORTHWEST OF THE NORTHWEST RAIL, 8 RAILS
 QY0026'SOUTHWEST OF THE SOUTHWEST END OF A CUT, 152 FEET WEST-SOUTHWEST OF
 QY0026'THE MOST SOUTHERLY ONE OF TWO BRACED POWER POLES WITH A HIGH VOLTAGE
 QY0026'LINE CROSSING OVER THE TRACK, 74 FEET SOUTH OF THE POWER LINE, 46 FEET
 QY0026'NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, AND ABOUT 4 FEET BELOW
 QY0026'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0186 ***********************************************************************
 QX0186  DESIGNATION -  D 497
 QX0186  PID         -  QX0186
 QX0186  STATE/COUNTY-  MT/GALLATIN
 QX0186  USGS QUAD   -  LOGAN (1987)
 QX0186
 QX0186                         *CURRENT SURVEY CONTROL
 QX0186  ___________________________________________________________________
 QX0186* NAD 83(1986)-  45 53 09.     (N)    111 25 38.     (W)     SCALED    
 QX0186* NAVD 88     -      1252.271  (meters)    4108.49   (feet)  ADJUSTED  
 QX0186  ___________________________________________________________________
 QX0186  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 QX0186  DYNAMIC HT  -        1251.933 (meters)    4107.38  (feet)  COMP
 QX0186  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 QX0186
 QX0186  VERT ORDER  -  FIRST     CLASS II
 QX0186
 QX0186.The horizontal coordinates were scaled from a topographic map and have
 QX0186.an estimated accuracy of +/- 6 seconds.
 QX0186
 QX0186.The orthometric height was determined by differential leveling
 QX0186.and adjusted by the National Geodetic Survey in June 1991..
 QX0186
 QX0186.The geoid height was determined by GEOID03.
 QX0186
 QX0186.The dynamic height is computed by dividing the NAVD 88
 QX0186.geopotential number by the normal gravity value computed on the
 QX0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0186.degrees latitude (g = 980.6199 gals.).
 QX0186
 QX0186.The modeled gravity was interpolated from observed gravity values.
 QX0186
 QX0186;                    North         East    Units  Estimated Accuracy
 QX0186;SPC MT       -   183,630.      450,480.      MT  (+/- 180 meters Scaled)
 QX0186
 QX0186                          SUPERSEDED SURVEY CONTROL
 QX0186
 QX0186  NGVD 29 (??/??/92) 1251.242  (m)         4105.12   (f) ADJ UNCH    1 2
 QX0186
 QX0186.Superseded values are not recommended for survey control.
 QX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0186.See file dsdata.txt to determine how the superseded data were derived.
 QX0186
 QX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR668814(NAD 83)
 QX0186_MARKER: DB = BENCH MARK DISK
 QX0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0186_SP_SET: FOUNDATION
 QX0186_STAMPING: D 497 1957
 QX0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0186
 QX0186  HISTORY     - Date     Condition        Report By
 QX0186  HISTORY     - 1957     MONUMENTED       CGS
 QX0186  HISTORY     - 1958     GOOD             NGS
 QX0186
 QX0186                          STATION DESCRIPTION
 QX0186
 QX0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0186'IN LOGAN.
 QX0186'AT LOGAN, ALONG THE NORTHERN PACIFIC RAILWAY, AT THE STATION, IN
 QX0186'SECTION 36, T 2 N, R 2 E, IN THE TOP OF THE EAST END OF THE CONCRETE
 QX0186'FOUNDATION OF THE STAIRS, 69 FEET EAST OF THE NORTHWEST CORNER OF THE
 QX0186'STATION, 22 1/2 FEET EAST OF THE ENTRANCE TO THE WAITING ROOM, 1 1/2
 QX0186'FEET NORTH OF THE NORTH FACE OF THE BUILDING, AND 4 FEET ABOVE THE
 QX0186'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0187 ***********************************************************************
 QX0187  DESIGNATION -  D 497 RESET
 QX0187  PID         -  QX0187
 QX0187  STATE/COUNTY-  MT/GALLATIN
 QX0187  USGS QUAD   -  LOGAN (1987)
 QX0187
 QX0187                         *CURRENT SURVEY CONTROL
 QX0187  ___________________________________________________________________
 QX0187* NAD 83(1986)-  45 53 12.     (N)    111 25 44.     (W)     SCALED    
 QX0187* NAVD 88     -      1252.279  (meters)    4108.52   (feet)  ADJUSTED  
 QX0187  ___________________________________________________________________
 QX0187  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 QX0187  DYNAMIC HT  -        1251.941 (meters)    4107.41  (feet)  COMP
 QX0187  MODELED GRAV-     980,302.0   (mgal)                       NAVD 88
 QX0187
 QX0187  VERT ORDER  -  FIRST     CLASS II
 QX0187
 QX0187.The horizontal coordinates were scaled from a topographic map and have
 QX0187.an estimated accuracy of +/- 6 seconds.
 QX0187
 QX0187.The orthometric height was determined by differential leveling
 QX0187.and adjusted by the National Geodetic Survey in June 1991..
 QX0187
 QX0187.The geoid height was determined by GEOID03.
 QX0187
 QX0187.The dynamic height is computed by dividing the NAVD 88
 QX0187.geopotential number by the normal gravity value computed on the
 QX0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0187.degrees latitude (g = 980.6199 gals.).
 QX0187
 QX0187.The modeled gravity was interpolated from observed gravity values.
 QX0187
 QX0187;                    North         East    Units  Estimated Accuracy
 QX0187;SPC MT       -   183,730.      450,360.      MT  (+/- 180 meters Scaled)
 QX0187
 QX0187                          SUPERSEDED SURVEY CONTROL
 QX0187
 QX0187.No superseded survey control is available for this station.
 QX0187
 QX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR667815(NAD 83)
 QX0187_MARKER: DB = BENCH MARK DISK
 QX0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0187_SP_SET: FOUNDATION
 QX0187_STAMPING: D 497 RESET 1971
 QX0187_MARK LOGO: NGS   
 QX0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0187
 QX0187  HISTORY     - Date     Condition        Report By
 QX0187  HISTORY     - 1971     MONUMENTED       BNRR
 QX0187  HISTORY     - 1982     GOOD             NGS
 QX0187
 QX0187                          STATION DESCRIPTION
 QX0187
 QX0187'DESCRIBED BY BURLINGTON NORTHERN RR 1971
 QX0187'IN LOGAN.
 QX0187'AT LOGAN, ALONG THE BURLINGTON NORTHERN INCORPORATED TRACK, AT THE
 QX0187'WATER TANK, IN SECTION 36, T 2 N, R 2 E, SET IN THE TOP OF A CONCRETE
 QX0187'LADDER FOUNDATION FOR THE WATER TANK, SET ON THE SOUTH CENTER OF THE
 QX0187'FOUNDATION, 180 FEET NORTH OF THE BURLINGTON NORTHERN INCORPORATED
 QX0187'MAIN TRACK, 163 FEET EAST OF A ROAD CROSSING, 75 FEET NORTH OF THE
 QX0187'ROAD BETWEEN THE BURLINGTON NORTHERN INCORPORATED TRACKS AND THE ROAD
 QX0187'WHICH RUNS EAST FROM THE ABOVE CROSSING AND ABOUT 4 FEET ABOVE THE
 QX0187'GROUND.
 QX0187
 QX0187                          STATION RECOVERY (1982)
 QX0187
 QX0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0187'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0187'7.9 KM (4.9 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QX0187'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE NORTHEAST EDGE OF THREE
 QX0187'FORKS, IN TOP OF THE SOUTH END OF THE LADDER FOUNDATION OF THE WATER
 QX0187'TANK AT LOGAN, 54.9 METERS (180.1 FT) NORTH OF THE NEAR RAIL AND 49.7
 QX0187'METERS (163.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD CROSSING.
 QX0187'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0401 ***********************************************************************
 QX0401  DESIGNATION -  D 498
 QX0401  PID         -  QX0401
 QX0401  STATE/COUNTY-  MT/GALLATIN
 QX0401  USGS QUAD   -  WILLOW CREEK (1987)
 QX0401
 QX0401                         *CURRENT SURVEY CONTROL
 QX0401  ___________________________________________________________________
 QX0401* NAD 83(1986)-  45 48 22.     (N)    111 40 59.     (W)     SCALED    
 QX0401* NAVD 88     -      1267.107  (meters)    4157.17   (feet)  ADJUSTED  
 QX0401  ___________________________________________________________________
 QX0401  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 QX0401  DYNAMIC HT  -        1266.755 (meters)    4156.01  (feet)  COMP
 QX0401  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 QX0401
 QX0401  VERT ORDER  -  FIRST     CLASS II
 QX0401
 QX0401.The horizontal coordinates were scaled from a topographic map and have
 QX0401.an estimated accuracy of +/- 6 seconds.
 QX0401
 QX0401.The orthometric height was determined by differential leveling
 QX0401.and adjusted by the National Geodetic Survey in June 1991..
 QX0401
 QX0401.The geoid height was determined by GEOID03.
 QX0401
 QX0401.The dynamic height is computed by dividing the NAVD 88
 QX0401.geopotential number by the normal gravity value computed on the
 QX0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0401.degrees latitude (g = 980.6199 gals.).
 QX0401
 QX0401.The modeled gravity was interpolated from observed gravity values.
 QX0401
 QX0401;                    North         East    Units  Estimated Accuracy
 QX0401;SPC MT       -   175,300.      430,390.      MT  (+/- 180 meters Scaled)
 QX0401
 QX0401                          SUPERSEDED SURVEY CONTROL
 QX0401
 QX0401  NGVD 29 (08/20/92) 1266.071  (m)         4153.77   (f) ADJUSTED    1 2
 QX0401
 QX0401.Superseded values are not recommended for survey control.
 QX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0401.See file dsdata.txt to determine how the superseded data were derived.
 QX0401
 QX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR469727(NAD 83)
 QX0401_MARKER: DB = BENCH MARK DISK
 QX0401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0401_SP_SET: SHALLOW-SET PIPE
 QX0401_STAMPING: D 498 1957
 QX0401_MARK LOGO: CGS   
 QX0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0401
 QX0401  HISTORY     - Date     Condition        Report By
 QX0401  HISTORY     - 1957     MONUMENTED       CGS
 QX0401  HISTORY     - 1958     GOOD             NGS
 QX0401  HISTORY     - 1987     GOOD             NGS
 QX0401
 QX0401                          STATION DESCRIPTION
 QX0401
 QX0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0401'2.4 MI SW FROM WILLOW CREEK.
 QX0401'ABOUT 2.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0401'STATION AT WILLOW CREEK, IN SECTION 26, T 1 N, R 1 W, 49 1/2 FEET
 QX0401'SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOST 15, 43 FEET SOUTHEAST
 QX0401'OF THE SOUTHEAST RAIL, 3 FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY
 QX0401'FENCE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 QX0401'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE
 QX0401'WHICH PROJECTS 1 FOOT.
 QX0401
 QX0401                          STATION RECOVERY (1987)
 QX0401
 QX0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0401'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--3
 QX0401'FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE.  ADD--0.9 M (3.0
 QX0401'FT) NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0417 ***********************************************************************
 TN0417  DESIGNATION -  D 499
 TN0417  PID         -  TN0417
 TN0417  STATE/COUNTY-  MT/FLATHEAD
 TN0417  USGS QUAD   -  HUNGRY HORSE (1994)
 TN0417
 TN0417                         *CURRENT SURVEY CONTROL
 TN0417  ___________________________________________________________________
 TN0417* NAD 83(1986)-  48 22 58.     (N)    114 07 18.     (W)     SCALED    
 TN0417* NAVD 88     -       935.179  (meters)    3068.17   (feet)  ADJUSTED  
 TN0417  ___________________________________________________________________
 TN0417  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 TN0417  DYNAMIC HT  -         935.175 (meters)    3068.15  (feet)  COMP
 TN0417  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 TN0417
 TN0417  VERT ORDER  -  FIRST     CLASS II
 TN0417
 TN0417.The horizontal coordinates were scaled from a topographic map and have
 TN0417.an estimated accuracy of +/- 6 seconds.
 TN0417
 TN0417.The orthometric height was determined by differential leveling
 TN0417.and adjusted by the National Geodetic Survey in June 1991..
 TN0417
 TN0417.The geoid height was determined by GEOID03.
 TN0417
 TN0417.The dynamic height is computed by dividing the NAVD 88
 TN0417.geopotential number by the normal gravity value computed on the
 TN0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0417.degrees latitude (g = 980.6199 gals.).
 TN0417
 TN0417.The modeled gravity was interpolated from observed gravity values.
 TN0417
 TN0417;                    North         East    Units  Estimated Accuracy
 TN0417;SPC MT       -   469,340.      257,970.      MT  (+/- 180 meters Scaled)
 TN0417
 TN0417                          SUPERSEDED SURVEY CONTROL
 TN0417
 TN0417.No superseded survey control is available for this station.
 TN0417
 TN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP131628(NAD 83)
 TN0417_MARKER: DB = BENCH MARK DISK
 TN0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0417_SP_SET: STAINLESS STEEL ROD
 TN0417_STAMPING: D 499 1979
 TN0417_PROJECTION: PROJECTING 8 CENTIMETERS
 TN0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0417_ROD/PIPE-DEPTH: 3.05 meters
 TN0417
 TN0417  HISTORY     - Date     Condition        Report By
 TN0417  HISTORY     - 1979     MONUMENTED       NGS
 TN0417
 TN0417                          STATION DESCRIPTION
 TN0417
 TN0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0417'1.8 MI NE FROM COLUMBIA FALLS.
 TN0417'1.8 MILES NORTHEAST ALONG U. S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TN0417'HIGHWAY 40 AT COLUMBIA FALLS, APPROXIMATELY 400 FEET NORTHEAST OF
 TN0417'MILE POST 140, AT THE SOUTHWEST END OF AND ON THE OUTSIDE OF A CURVE
 TN0417'EAST, 68.5 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 2, 67 FEET
 TN0417'NORTHEAST OF THE NORTHEAST ENTRANCE TO A SOUVENIR SHOP, 10 FEET
 TN0417'NORTHEAST OF A LARGE WOODEN SIGN FOR THE HOUSE OF MYSTERY SOUVENIR
 TN0417'SHOP AND 1 FOOT NORTHEAST OF A LOG FENCE.  MARK IS SET LEVEL WITH
 TN0417'THE GROUND.
 TN0417'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0043 ***********************************************************************
 SQ0043  DESIGNATION -  D 5
 SQ0043  PID         -  SQ0043
 SQ0043  STATE/COUNTY-  MT/GARFIELD
 SQ0043  USGS QUAD   -  YORK ISLAND (1972)
 SQ0043
 SQ0043                         *CURRENT SURVEY CONTROL
 SQ0043  ___________________________________________________________________
 SQ0043* NAD 83(1986)-  47 56 25.     (N)    106 26 01.     (W)     SCALED    
 SQ0043* NAVD 88     -       639.16   (+/-2cm)    2097.0    (feet)  VERTCON   
 SQ0043  ___________________________________________________________________
 SQ0043  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 SQ0043
 SQ0043  VERT ORDER  -  ? (See Below)
 SQ0043
 SQ0043.The horizontal coordinates were scaled from a topographic map and have
 SQ0043.an estimated accuracy of +/- 6 seconds.
 SQ0043
 SQ0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0043.The vertical order pertains to the NGVD 29 superseded value.
 SQ0043
 SQ0043.The geoid height was determined by GEOID03.
 SQ0043
 SQ0043;                    North         East    Units  Estimated Accuracy
 SQ0043;SPC MT       -   414,540.      828,930.      MT  (+/- 180 meters Scaled)
 SQ0043
 SQ0043                          SUPERSEDED SURVEY CONTROL
 SQ0043
 SQ0043  NGVD 29 (??/??/92)  638.537  (m)         2094.93   (f) ADJ UNCH    ?  
 SQ0043
 SQ0043.Superseded values are not recommended for survey control.
 SQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0043.See file dsdata.txt to determine how the superseded data were derived.
 SQ0043
 SQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP929106(NAD 83)
 SQ0043_MARKER: P = PIPE CAP
 SQ0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0043_STAMPING: D-5
 SQ0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0043
 SQ0043  HISTORY     - Date     Condition        Report By
 SQ0043  HISTORY     - UNK      MONUMENTED       DOD
 SQ0043  HISTORY     - 1934     GOOD             NGS
 SQ0043  HISTORY     - 1972     MARK NOT FOUND   USGS
 SQ0043
 SQ0043                          STATION DESCRIPTION
 SQ0043
 SQ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0043'11.8 MI N FROM HAXBY.
 SQ0043'ABOUT 11.8 MILES NORTH ALONG STATE HIGHWAY 22 FROM HAXBY, GARFIELD
 SQ0043'COUNTY, ABOUT 0.7 MILE EAST OF THE HIGHWAY, ABOUT 3/4 MILE EAST OF THE
 SQ0043'SLAUGHTER RANCH HOUSE, ABOUT 0.2 MILE FROM THE HIGH BANK OF THE FIRST
 SQ0043'BENCH, ON A SMALL KNOLL, ON THE LEFT BANK OF BIG DRY CREEK, AND ABOUT
 SQ0043'200 FEET EAST OF A NORTH-AND-SOUTH FENCE.  A CORPS OF ENGINEERS, U.S.
 SQ0043'ARMY, STANDARD CAP, STAMPED D 5 AND RIVETED ON THE TOP OF A 2-INCH
 SQ0043'IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND. NOTE-- MARK
 SQ0043'UNDERWATER.
 SQ0043
 SQ0043                          STATION RECOVERY (1972)
 SQ0043
 SQ0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SQ0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0627 ***********************************************************************
 SR0627  DESIGNATION -  D 5 S
 SR0627  PID         -  SR0627
 SR0627  STATE/COUNTY-  MT/FERGUS
 SR0627  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0627
 SR0627                         *CURRENT SURVEY CONTROL
 SR0627  ___________________________________________________________________
 SR0627* NAD 83(1986)-  47 24 07.     (N)    109 41 31.     (W)     SCALED    
 SR0627* NAVD 88     -      1061.669  (meters)    3483.16   (feet)  ADJUSTED  
 SR0627  ___________________________________________________________________
 SR0627  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 SR0627  DYNAMIC HT  -        1061.605 (meters)    3482.95  (feet)  COMP
 SR0627  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 SR0627
 SR0627  VERT ORDER  -  SECOND    CLASS 0
 SR0627
 SR0627.The horizontal coordinates were scaled from a topographic map and have
 SR0627.an estimated accuracy of +/- 6 seconds.
 SR0627
 SR0627.The orthometric height was determined by differential leveling
 SR0627.and adjusted by the National Geodetic Survey in June 1991..
 SR0627
 SR0627.The geoid height was determined by GEOID03.
 SR0627
 SR0627.The dynamic height is computed by dividing the NAVD 88
 SR0627.geopotential number by the normal gravity value computed on the
 SR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0627.degrees latitude (g = 980.6199 gals.).
 SR0627
 SR0627.The modeled gravity was interpolated from observed gravity values.
 SR0627
 SR0627;                    North         East    Units  Estimated Accuracy
 SR0627;SPC MT       -   350,250.      585,520.      MT  (+/- 180 meters Scaled)
 SR0627
 SR0627                          SUPERSEDED SURVEY CONTROL
 SR0627
 SR0627  NGVD 29 (??/??/92) 1060.823  (m)         3480.38   (f) ADJ UNCH    2 0
 SR0627
 SR0627.Superseded values are not recommended for survey control.
 SR0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0627.See file dsdata.txt to determine how the superseded data were derived.
 SR0627
 SR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT986506(NAD 83)
 SR0627_MARKER: DS = TRIANGULATION STATION DISK
 SR0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0627_STAMPING: D 5 S 1961
 SR0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0627+STABILITY: SURFACE MOTION
 SR0627
 SR0627  HISTORY     - Date     Condition        Report By
 SR0627  HISTORY     - 1961     MONUMENTED       CGS
 SR0627
 SR0627                          STATION DESCRIPTION
 SR0627
 SR0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0627'18.4 MI NE FROM DENTON.
 SR0627'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0627'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0627'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0627'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0627'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0627'NORTH AND 11.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 21, T 19
 SR0627'N, R 16 E, 0.25 MILE SOUTH OF THE CREST OF A SMALL HILL, 25 1/2 FEET
 SR0627'WEST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTH OF THE EXTENDED
 SR0627'CENTER LINE OF A DIRT ROAD LEADING EAST, 57.1 FEET WEST OF AND ACROSS
 SR0627'THE ROAD FROM D 5 S R.M. 1, 22.5 FEET SOUTH OF D 5 S R.M. 2, 2 FEET
 SR0627'EAST OF A FENCE, 5.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 SR0627'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SR0627'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0628 ***********************************************************************
 SR0628  DESIGNATION -  D 5 S RM 1
 SR0628  PID         -  SR0628
 SR0628  STATE/COUNTY-  MT/FERGUS
 SR0628  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0628
 SR0628                         *CURRENT SURVEY CONTROL
 SR0628  ___________________________________________________________________
 SR0628* NAD 83(1986)-  47 24 07.     (N)    109 41 30.     (W)     SCALED    
 SR0628* NAVD 88     -      1061.316  (meters)    3482.00   (feet)  ADJUSTED  
 SR0628  ___________________________________________________________________
 SR0628  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 SR0628  DYNAMIC HT  -        1061.252 (meters)    3481.79  (feet)  COMP
 SR0628  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 SR0628
 SR0628  VERT ORDER  -  SECOND    CLASS 0
 SR0628
 SR0628.The horizontal coordinates were scaled from a topographic map and have
 SR0628.an estimated accuracy of +/- 6 seconds.
 SR0628
 SR0628.The orthometric height was determined by differential leveling
 SR0628.and adjusted by the National Geodetic Survey in June 1991..
 SR0628
 SR0628.The geoid height was determined by GEOID03.
 SR0628
 SR0628.The dynamic height is computed by dividing the NAVD 88
 SR0628.geopotential number by the normal gravity value computed on the
 SR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0628.degrees latitude (g = 980.6199 gals.).
 SR0628
 SR0628.The modeled gravity was interpolated from observed gravity values.
 SR0628
 SR0628;                    North         East    Units  Estimated Accuracy
 SR0628;SPC MT       -   350,250.      585,540.      MT  (+/- 180 meters Scaled)
 SR0628
 SR0628                          SUPERSEDED SURVEY CONTROL
 SR0628
 SR0628  NGVD 29 (??/??/92) 1060.471  (m)         3479.23   (f) ADJ UNCH    2 0
 SR0628
 SR0628.Superseded values are not recommended for survey control.
 SR0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0628.See file dsdata.txt to determine how the superseded data were derived.
 SR0628
 SR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT987506(NAD 83)
 SR0628_MARKER: DR = REFERENCE MARK DISK
 SR0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0628_STAMPING: D 5 S NO 1 1961
 SR0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0628+STABILITY: SURFACE MOTION
 SR0628
 SR0628  HISTORY     - Date     Condition        Report By
 SR0628  HISTORY     - 1961     MONUMENTED       CGS
 SR0628
 SR0628                          STATION DESCRIPTION
 SR0628
 SR0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0628'18.4 MI NE FROM DENTON.
 SR0628'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0628'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0628'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0628'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0628'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0628'NORTH AND 11.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 21, T 19
 SR0628'N, R 16 E, 0.25 MILE SOUTH OF THE CREST OF A SMALL HILL, 32 FEET EAST
 SR0628'OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF A
 SR0628'DIRT ROAD LEADING EAST, 57.1 FEET EAST OF AND ACROSS THE ROAD FROM D 5
 SR0628'S 1961, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SR0628'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0626 ***********************************************************************
 SR0626  DESIGNATION -  D 5 S RM 2
 SR0626  PID         -  SR0626
 SR0626  STATE/COUNTY-  MT/FERGUS
 SR0626  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0626
 SR0626                         *CURRENT SURVEY CONTROL
 SR0626  ___________________________________________________________________
 SR0626* NAD 83(1986)-  47 24 08.     (N)    109 41 32.     (W)     SCALED    
 SR0626* NAVD 88     -      1061.974  (meters)    3484.16   (feet)  ADJUSTED  
 SR0626  ___________________________________________________________________
 SR0626  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 SR0626  DYNAMIC HT  -        1061.910 (meters)    3483.95  (feet)  COMP
 SR0626  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 SR0626
 SR0626  VERT ORDER  -  SECOND    CLASS 0
 SR0626
 SR0626.The horizontal coordinates were scaled from a topographic map and have
 SR0626.an estimated accuracy of +/- 6 seconds.
 SR0626
 SR0626.The orthometric height was determined by differential leveling
 SR0626.and adjusted by the National Geodetic Survey in June 1991..
 SR0626
 SR0626.The geoid height was determined by GEOID03.
 SR0626
 SR0626.The dynamic height is computed by dividing the NAVD 88
 SR0626.geopotential number by the normal gravity value computed on the
 SR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0626.degrees latitude (g = 980.6199 gals.).
 SR0626
 SR0626.The modeled gravity was interpolated from observed gravity values.
 SR0626
 SR0626;                    North         East    Units  Estimated Accuracy
 SR0626;SPC MT       -   350,290.      585,500.      MT  (+/- 180 meters Scaled)
 SR0626
 SR0626                          SUPERSEDED SURVEY CONTROL
 SR0626
 SR0626  NGVD 29 (??/??/92) 1061.128  (m)         3481.38   (f) ADJ UNCH    2 0
 SR0626
 SR0626.Superseded values are not recommended for survey control.
 SR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0626.See file dsdata.txt to determine how the superseded data were derived.
 SR0626
 SR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT986506(NAD 83)
 SR0626_MARKER: DR = REFERENCE MARK DISK
 SR0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0626_STAMPING: D 5 S NO 2 1961
 SR0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0626+STABILITY: SURFACE MOTION
 SR0626
 SR0626  HISTORY     - Date     Condition        Report By
 SR0626  HISTORY     - 1961     MONUMENTED       CGS
 SR0626
 SR0626                          STATION DESCRIPTION
 SR0626
 SR0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0626'18.4 MI NE FROM DENTON.
 SR0626'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0626'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0626'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0626'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0626'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0626'NORTH AND 11.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 21, T 19
 SR0626'N, R 16 E, 0.25 MILE SOUTH OF THE CREST OF A SMALL HILL, 27 FEET WEST
 SR0626'OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH OF THE CENTER OF A GATE,
 SR0626'22.5 FEET NORTH OF D 5 S 1961, 1 1/2 FEET EAST OF A FENCE, ABOUT LEVEL
 SR0626'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SR0626'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0630 ***********************************************************************
 SR0630  DESIGNATION -  D 5 T
 SR0630  PID         -  SR0630
 SR0630  STATE/COUNTY-  MT/FERGUS
 SR0630  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0630
 SR0630                         *CURRENT SURVEY CONTROL
 SR0630  ___________________________________________________________________
 SR0630* NAD 83(1986)-  47 23 46.     (N)    109 41 42.     (W)     SCALED    
 SR0630* NAVD 88     -      1061.190  (meters)    3481.59   (feet)  ADJUSTED  
 SR0630  ___________________________________________________________________
 SR0630  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 SR0630  DYNAMIC HT  -        1061.125 (meters)    3481.37  (feet)  COMP
 SR0630  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 SR0630
 SR0630  VERT ORDER  -  SECOND    CLASS 0
 SR0630
 SR0630.The horizontal coordinates were scaled from a topographic map and have
 SR0630.an estimated accuracy of +/- 6 seconds.
 SR0630
 SR0630.The orthometric height was determined by differential leveling
 SR0630.and adjusted by the National Geodetic Survey in June 1991..
 SR0630
 SR0630.The geoid height was determined by GEOID03.
 SR0630
 SR0630.The dynamic height is computed by dividing the NAVD 88
 SR0630.geopotential number by the normal gravity value computed on the
 SR0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0630.degrees latitude (g = 980.6199 gals.).
 SR0630
 SR0630.The modeled gravity was interpolated from observed gravity values.
 SR0630
 SR0630;                    North         East    Units  Estimated Accuracy
 SR0630;SPC MT       -   349,610.      585,290.      MT  (+/- 180 meters Scaled)
 SR0630
 SR0630                          SUPERSEDED SURVEY CONTROL
 SR0630
 SR0630  NGVD 29 (??/??/92) 1060.343  (m)         3478.81   (f) ADJ UNCH    2 0
 SR0630
 SR0630.Superseded values are not recommended for survey control.
 SR0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0630.See file dsdata.txt to determine how the superseded data were derived.
 SR0630
 SR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT984500(NAD 83)
 SR0630_MARKER: DS = TRIANGULATION STATION DISK
 SR0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0630_STAMPING: D 5 T 1961
 SR0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0630+STABILITY: SURFACE MOTION
 SR0630
 SR0630  HISTORY     - Date     Condition        Report By
 SR0630  HISTORY     - 1961     MONUMENTED       CGS
 SR0630
 SR0630                          STATION DESCRIPTION
 SR0630
 SR0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0630'17.85 MI NE FROM DENTON.
 SR0630'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0630'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0630'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0630'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0630'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0630'NORTH AND 10.55 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 21, T 19
 SR0630'N, R 16 E, 0.15 MILE WEST OF A SHARP CURVE IN THE ROAD, 33 FEET SOUTH
 SR0630'OF THE CENTER LINE OF THE ROAD, 58.4 FEET SOUTH OF AND ACROSS THE ROAD
 SR0630'FROM D 5 T R.M. 2, 42.8 FEET WEST OF D 5 T R.M. 1, 1 FOOT NORTH OF A
 SR0630'FENCE, 7.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0630'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0629 ***********************************************************************
 SR0629  DESIGNATION -  D 5 T RM 1
 SR0629  PID         -  SR0629
 SR0629  STATE/COUNTY-  MT/FERGUS
 SR0629  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0629
 SR0629                         *CURRENT SURVEY CONTROL
 SR0629  ___________________________________________________________________
 SR0629* NAD 83(1986)-  47 23 46.     (N)    109 41 41.     (W)     SCALED    
 SR0629* NAVD 88     -      1061.074  (meters)    3481.21   (feet)  ADJUSTED  
 SR0629  ___________________________________________________________________
 SR0629  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 SR0629  DYNAMIC HT  -        1061.009 (meters)    3480.99  (feet)  COMP
 SR0629  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 SR0629
 SR0629  VERT ORDER  -  SECOND    CLASS 0
 SR0629
 SR0629.The horizontal coordinates were scaled from a topographic map and have
 SR0629.an estimated accuracy of +/- 6 seconds.
 SR0629
 SR0629.The orthometric height was determined by differential leveling
 SR0629.and adjusted by the National Geodetic Survey in June 1991..
 SR0629
 SR0629.The geoid height was determined by GEOID03.
 SR0629
 SR0629.The dynamic height is computed by dividing the NAVD 88
 SR0629.geopotential number by the normal gravity value computed on the
 SR0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0629.degrees latitude (g = 980.6199 gals.).
 SR0629
 SR0629.The modeled gravity was interpolated from observed gravity values.
 SR0629
 SR0629;                    North         East    Units  Estimated Accuracy
 SR0629;SPC MT       -   349,610.      585,310.      MT  (+/- 180 meters Scaled)
 SR0629
 SR0629                          SUPERSEDED SURVEY CONTROL
 SR0629
 SR0629  NGVD 29 (??/??/92) 1060.228  (m)         3478.43   (f) ADJ UNCH    2 0
 SR0629
 SR0629.Superseded values are not recommended for survey control.
 SR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0629.See file dsdata.txt to determine how the superseded data were derived.
 SR0629
 SR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT984500(NAD 83)
 SR0629_MARKER: DR = REFERENCE MARK DISK
 SR0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0629_STAMPING: D 5 T NO 1 1961
 SR0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0629+STABILITY: SURFACE MOTION
 SR0629
 SR0629  HISTORY     - Date     Condition        Report By
 SR0629  HISTORY     - 1961     MONUMENTED       CGS
 SR0629
 SR0629                          STATION DESCRIPTION
 SR0629
 SR0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0629'17.85 MI NE FROM DENTON.
 SR0629'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0629'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0629'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0629'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0629'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0629'NORTH AND 10.55 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 21, T 19
 SR0629'N, R 16 E, 0.15 MILE WEST OF A SHARP CURVE IN THE ROAD, 29 FEET SOUTH
 SR0629'OF THE CENTER LINE OF THE ROAD, 42.8 FEET EAST OF D 5 T 1961, 2 1/2
 SR0629'FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SR0629'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0631 ***********************************************************************
 SR0631  DESIGNATION -  D 5 T RM 2
 SR0631  PID         -  SR0631
 SR0631  STATE/COUNTY-  MT/FERGUS
 SR0631  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0631
 SR0631                         *CURRENT SURVEY CONTROL
 SR0631  ___________________________________________________________________
 SR0631* NAD 83(1986)-  47 23 47.     (N)    109 41 42.     (W)     SCALED    
 SR0631* NAVD 88     -      1060.937  (meters)    3480.76   (feet)  ADJUSTED  
 SR0631  ___________________________________________________________________
 SR0631  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 SR0631  DYNAMIC HT  -        1060.872 (meters)    3480.54  (feet)  COMP
 SR0631  MODELED GRAV-     980,515.0   (mgal)                       NAVD 88
 SR0631
 SR0631  VERT ORDER  -  SECOND    CLASS 0
 SR0631
 SR0631.The horizontal coordinates were scaled from a topographic map and have
 SR0631.an estimated accuracy of +/- 6 seconds.
 SR0631
 SR0631.The orthometric height was determined by differential leveling
 SR0631.and adjusted by the National Geodetic Survey in June 1991..
 SR0631
 SR0631.The geoid height was determined by GEOID03.
 SR0631
 SR0631.The dynamic height is computed by dividing the NAVD 88
 SR0631.geopotential number by the normal gravity value computed on the
 SR0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0631.degrees latitude (g = 980.6199 gals.).
 SR0631
 SR0631.The modeled gravity was interpolated from observed gravity values.
 SR0631
 SR0631;                    North         East    Units  Estimated Accuracy
 SR0631;SPC MT       -   349,640.      585,290.      MT  (+/- 180 meters Scaled)
 SR0631
 SR0631                          SUPERSEDED SURVEY CONTROL
 SR0631
 SR0631  NGVD 29 (??/??/92) 1060.090  (m)         3477.98   (f) ADJ UNCH    2 0
 SR0631
 SR0631.Superseded values are not recommended for survey control.
 SR0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0631.See file dsdata.txt to determine how the superseded data were derived.
 SR0631
 SR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT984500(NAD 83)
 SR0631_MARKER: DR = REFERENCE MARK DISK
 SR0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0631_STAMPING: D 5 T NO 2 1961
 SR0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0631+STABILITY: SURFACE MOTION
 SR0631
 SR0631  HISTORY     - Date     Condition        Report By
 SR0631  HISTORY     - 1961     MONUMENTED       CGS
 SR0631
 SR0631                          STATION DESCRIPTION
 SR0631
 SR0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0631'17.85 MI NE FROM DENTON.
 SR0631'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0631'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0631'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0631'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0631'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0631'NORTH AND 10.55 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 21, T 19
 SR0631'N, R 16 E, 0.15 MILE WEST OF A SHARP CURVE IN THE ROAD, 25 FEET NORTH
 SR0631'OF THE CENTER LINE OF THE ROAD, 58.4 FEET NORTH OF AND ACROSS THE ROAD
 SR0631'FROM D 5 T 1961, 1 FOOT SOUTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL
 SR0631'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SR0631'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0339 ***********************************************************************
 TN0339  DESIGNATION -  D 50
 TN0339  PID         -  TN0339
 TN0339  STATE/COUNTY-  MT/LINCOLN
 TN0339  USGS QUAD   -  SCENERY MOUNTAIN (1983)
 TN0339
 TN0339                         *CURRENT SURVEY CONTROL
 TN0339  ___________________________________________________________________
 TN0339* NAD 83(1986)-  48 26 49.     (N)    115 41 58.     (W)     SCALED    
 TN0339* NAVD 88     -       616.087  (meters)    2021.28   (feet)  ADJUSTED  
 TN0339  ___________________________________________________________________
 TN0339  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TN0339  DYNAMIC HT  -         616.102 (meters)    2021.33  (feet)  COMP
 TN0339  MODELED GRAV-     980,617.3   (mgal)                       NAVD 88
 TN0339
 TN0339  VERT ORDER  -  FIRST     CLASS II
 TN0339
 TN0339.The horizontal coordinates were scaled from a topographic map and have
 TN0339.an estimated accuracy of +/- 6 seconds.
 TN0339
 TN0339.The orthometric height was determined by differential leveling
 TN0339.and adjusted by the National Geodetic Survey in June 1991..
 TN0339
 TN0339.The geoid height was determined by GEOID03.
 TN0339
 TN0339.The dynamic height is computed by dividing the NAVD 88
 TN0339.geopotential number by the normal gravity value computed on the
 TN0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0339.degrees latitude (g = 980.6199 gals.).
 TN0339
 TN0339.The modeled gravity was interpolated from observed gravity values.
 TN0339
 TN0339;                    North         East    Units  Estimated Accuracy
 TN0339;SPC MT       -   484,510.      141,990.      MT  (+/- 180 meters Scaled)
 TN0339
 TN0339                          SUPERSEDED SURVEY CONTROL
 TN0339
 TN0339  NGVD 29 (??/??/92)  614.880  (m)         2017.32   (f) ADJ UNCH    1 2
 TN0339
 TN0339.Superseded values are not recommended for survey control.
 TN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0339.See file dsdata.txt to determine how the superseded data were derived.
 TN0339
 TN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP961667(NAD 83)
 TN0339_MARKER: DB = BENCH MARK DISK
 TN0339_SETTING: 80 = SET IN A BOULDER
 TN0339_SP_SET: BOULDER
 TN0339_STAMPING: D 50 1933
 TN0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0339+STABILITY: SURFACE MOTION
 TN0339
 TN0339  HISTORY     - Date     Condition        Report By
 TN0339  HISTORY     - 1933     MONUMENTED       CGS
 TN0339  HISTORY     - 1956     GOOD             NGS
 TN0339  HISTORY     - 1971     GOOD             BPR
 TN0339  HISTORY     - 1980     MARK NOT FOUND   NGS
 TN0339
 TN0339                          STATION DESCRIPTION
 TN0339
 TN0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TN0339'8.2 MI W FROM LIBBY.
 TN0339'8.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0339'LIBBY, LINCOLN COUNTY, 0.2 MILE EAST OF MILEPOST 1344, 107 FEET WEST
 TN0339'OF TWO 10-INCH PIPES USED AS CONTAINERS OF SIGNAL DEVICES, 38 FEET
 TN0339'SOUTH OF THE TRACK, AND IN THE TOP OF A LARGE EMBEDDED BOULDER.  A
 TN0339'STANDARD DISK, STAMPED D 50 1933.
 TN0339
 TN0339                          STATION RECOVERY (1971)
 TN0339
 TN0339'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0339'RECOVERED IN GOOD CONDITION.
 TN0339
 TN0339                          STATION RECOVERY (1980)
 TN0339
 TN0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0339'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
 TN0339'NOTE-THE AREA HAS BEEN RECENTLY GRADED AND THE MARK IS
 TN0339'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0755 ***********************************************************************
 TM0755  DESIGNATION -  D 500
 TM0755  PID         -  TM0755
 TM0755  STATE/COUNTY-  MT/FLATHEAD
 TM0755  USGS QUAD   -  NYACK (1994)
 TM0755
 TM0755                         *CURRENT SURVEY CONTROL
 TM0755  ___________________________________________________________________
 TM0755* NAD 83(1986)-  48 26 02.     (N)    113 48 02.     (W)     SCALED    
 TM0755* NAVD 88     -      1035.578  (meters)    3397.56   (feet)  ADJUSTED  
 TM0755  ___________________________________________________________________
 TM0755  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 TM0755  DYNAMIC HT  -        1035.555 (meters)    3397.48  (feet)  COMP
 TM0755  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 TM0755
 TM0755  VERT ORDER  -  FIRST     CLASS II
 TM0755
 TM0755.The horizontal coordinates were scaled from a topographic map and have
 TM0755.an estimated accuracy of +/- 6 seconds.
 TM0755
 TM0755.The orthometric height was determined by differential leveling
 TM0755.and adjusted by the National Geodetic Survey in June 1991..
 TM0755
 TM0755.The geoid height was determined by GEOID03.
 TM0755
 TM0755.The dynamic height is computed by dividing the NAVD 88
 TM0755.geopotential number by the normal gravity value computed on the
 TM0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0755.degrees latitude (g = 980.6199 gals.).
 TM0755
 TM0755.The modeled gravity was interpolated from observed gravity values.
 TM0755
 TM0755;                    North         East    Units  Estimated Accuracy
 TM0755;SPC MT       -   473,660.      282,020.      MT  (+/- 180 meters Scaled)
 TM0755
 TM0755                          SUPERSEDED SURVEY CONTROL
 TM0755
 TM0755.No superseded survey control is available for this station.
 TM0755
 TM0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU928683(NAD 83)
 TM0755_MARKER: DB = BENCH MARK DISK
 TM0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TM0755_SP_SET: BRIDGE ABUTMENT SET IN BEDROCK
 TM0755_STAMPING: D 500 1979
 TM0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0755
 TM0755  HISTORY     - Date     Condition        Report By
 TM0755  HISTORY     - 1979     MONUMENTED       NGS
 TM0755
 TM0755                          STATION DESCRIPTION
 TM0755
 TM0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0755'11.2 MI SE FROM WEST GLACIER.
 TM0755'11.25 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0755'GLACIER NATIONAL PARK AT WEST GLACIER, IN THE SOUTHWEST END OF THE
 TM0755'NORTHWEST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER THE BURLINGTON
 TM0755'NORTHERN RAILROAD, 15 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 2
 TM0755'AND 2 FEET SOUTHEAST OF THE NORTHWEST END OF THE CURB.
 TM0755'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0469 ***********************************************************************
 TN0469  DESIGNATION -  D 501
 TN0469  PID         -  TN0469
 TN0469  STATE/COUNTY-  MT/FLATHEAD
 TN0469  USGS QUAD   -  WHITEFISH (1994)
 TN0469
 TN0469                         *CURRENT SURVEY CONTROL
 TN0469  ___________________________________________________________________
 TN0469* NAD 83(1986)-  48 24 02.     (N)    114 20 06.     (W)     SCALED    
 TN0469* NAVD 88     -       924.719  (meters)    3033.85   (feet)  ADJUSTED  
 TN0469  ___________________________________________________________________
 TN0469  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TN0469  DYNAMIC HT  -         924.720 (meters)    3033.85  (feet)  COMP
 TN0469  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 TN0469
 TN0469  VERT ORDER  -  FIRST     CLASS II
 TN0469
 TN0469.The horizontal coordinates were scaled from a topographic map and have
 TN0469.an estimated accuracy of +/- 6 seconds.
 TN0469
 TN0469.The orthometric height was determined by differential leveling
 TN0469.and adjusted by the National Geodetic Survey in June 1991..
 TN0469
 TN0469.The geoid height was determined by GEOID03.
 TN0469
 TN0469.The dynamic height is computed by dividing the NAVD 88
 TN0469.geopotential number by the normal gravity value computed on the
 TN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0469.degrees latitude (g = 980.6199 gals.).
 TN0469
 TN0469.The modeled gravity was interpolated from observed gravity values.
 TN0469
 TN0469;                    North         East    Units  Estimated Accuracy
 TN0469;SPC MT       -   472,260.      242,330.      MT  (+/- 180 meters Scaled)
 TN0469
 TN0469                          SUPERSEDED SURVEY CONTROL
 TN0469
 TN0469.No superseded survey control is available for this station.
 TN0469
 TN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP972642(NAD 83)
 TN0469_MARKER: DB = BENCH MARK DISK
 TN0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0469_SP_SET: STAINLESS STEEL ROD
 TN0469_STAMPING: D 501 1979
 TN0469_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0469_ROD/PIPE-DEPTH: 6.10 meters
 TN0469
 TN0469  HISTORY     - Date     Condition        Report By
 TN0469  HISTORY     - 1979     MONUMENTED       NGS
 TN0469
 TN0469                          STATION DESCRIPTION
 TN0469
 TN0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0469'0.7 MI SOUTH FROM WHITEFISH.
 TN0469'0.7 MILE SOUTH ALONG US HIGHWAY 93 (SPOKANE AVENUE) FROM THE JUNCTION
 TN0469'OF SECOND STREET IN WHITEFISH, AT THE Y JUNCTION OF A PAVED ROAD
 TN0469'LEADING NORTHWEST, IN LINE WITH A ROW OF POWER LINE POLES, 63.5 FEET
 TN0469'WEST OF THE CENTERLINE OF HIGHWAY 93, 117 FT SOUTH OF THE CENTERLINE
 TN0469'OF THE SOUTH ENTRANCE OF A SMALL STORE, 83 FEET NORTH OF THE
 TN0469'CENTERLINE OF THE PAVED ROAD, 1.5 FEET SOUTH OF A POWER LINE POLE,
 TN0469'MARK IS ACCESSED THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TN0469'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TN0469'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0501 ***********************************************************************
 TN0501  DESIGNATION -  D 502
 TN0501  PID         -  TN0501
 TN0501  STATE/COUNTY-  MT/FLATHEAD
 TN0501  USGS QUAD   -  RADNOR (1994)
 TN0501
 TN0501                         *CURRENT SURVEY CONTROL
 TN0501  ___________________________________________________________________
 TN0501* NAD 83(1986)-  48 36 52.     (N)    114 39 30.     (W)     SCALED    
 TN0501* NAVD 88     -       983.228  (meters)    3225.81   (feet)  ADJUSTED  
 TN0501  ___________________________________________________________________
 TN0501  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TN0501  DYNAMIC HT  -         983.226 (meters)    3225.80  (feet)  COMP
 TN0501  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 TN0501
 TN0501  VERT ORDER  -  FIRST     CLASS II
 TN0501
 TN0501.The horizontal coordinates were scaled from a topographic map and have
 TN0501.an estimated accuracy of +/- 6 seconds.
 TN0501
 TN0501.The orthometric height was determined by differential leveling
 TN0501.and adjusted by the National Geodetic Survey in June 1991..
 TN0501
 TN0501.The geoid height was determined by GEOID03.
 TN0501
 TN0501.The dynamic height is computed by dividing the NAVD 88
 TN0501.geopotential number by the normal gravity value computed on the
 TN0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0501.degrees latitude (g = 980.6199 gals.).
 TN0501
 TN0501.The modeled gravity was interpolated from observed gravity values.
 TN0501
 TN0501;                    North         East    Units  Estimated Accuracy
 TN0501;SPC MT       -   497,510.      220,010.      MT  (+/- 180 meters Scaled)
 TN0501
 TN0501                          SUPERSEDED SURVEY CONTROL
 TN0501
 TN0501.No superseded survey control is available for this station.
 TN0501
 TN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP725872(NAD 83)
 TN0501_MARKER: DB = BENCH MARK DISK
 TN0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0501_SP_SET: STAINLESS STEEL ROD
 TN0501_STAMPING: D 502 1979
 TN0501_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0501_ROD/PIPE-DEPTH: 5.18 meters
 TN0501
 TN0501  HISTORY     - Date     Condition        Report By
 TN0501  HISTORY     - 1979     MONUMENTED       NGS
 TN0501
 TN0501                          STATION DESCRIPTION
 TN0501
 TN0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0501'23.6 MI NW FROM WHITEFISH.
 TN0501'23.6 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0501'SPOKANE AVENUE IN WHITEFISH, AT THE NORTHWEST END OF A LOW HIGHWAY
 TN0501'CUT, AT THE SOUTHEAST END OF A VALLEY, IN LINE WITH A ROW OF POWER
 TN0501'LINE POLES, 354 FEET SOUTHEAST OF A Y-JUNCTION OF A GRAVEL ROAD
 TN0501'LEADING SOUTH-SOUTHEAST TO RADNOR, 28 FEET SOUTHWEST OF THE
 TN0501'CENTERLINE OF HIGHWAY 93, 15.5 FEET NORTHEAST OF AN UNDERGROUND CABLE
 TN0501'MARKER AND 5 FEET SOUTHEAST OF POWER LINE POLE 236840.  THE ROD
 TN0501'WAS DRIVEN TO REFUSAL.
 TN0501'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0536 ***********************************************************************
 TN0536  DESIGNATION -  D 503
 TN0536  PID         -  TN0536
 TN0536  STATE/COUNTY-  MT/LINCOLN
 TN0536  USGS QUAD   -  EUREKA NORTH (1983)
 TN0536
 TN0536                         *CURRENT SURVEY CONTROL
 TN0536  ___________________________________________________________________
 TN0536* NAD 83(1986)-  48 52 50.     (N)    115 03 10.     (W)     SCALED    
 TN0536* NAVD 88     -       784.947  (meters)    2575.28   (feet)  ADJUSTED  
 TN0536  ___________________________________________________________________
 TN0536  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 TN0536  DYNAMIC HT  -         785.006 (meters)    2575.47  (feet)  COMP
 TN0536  MODELED GRAV-     980,660.6   (mgal)                       NAVD 88
 TN0536
 TN0536  VERT ORDER  -  FIRST     CLASS II
 TN0536
 TN0536.The horizontal coordinates were scaled from a topographic map and have
 TN0536.an estimated accuracy of +/- 6 seconds.
 TN0536
 TN0536.The orthometric height was determined by differential leveling
 TN0536.and adjusted by the National Geodetic Survey in June 1991..
 TN0536
 TN0536.The geoid height was determined by GEOID03.
 TN0536
 TN0536.The dynamic height is computed by dividing the NAVD 88
 TN0536.geopotential number by the normal gravity value computed on the
 TN0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0536.degrees latitude (g = 980.6199 gals.).
 TN0536
 TN0536.The modeled gravity was interpolated from observed gravity values.
 TN0536
 TN0536;                    North         East    Units  Estimated Accuracy
 TN0536;SPC MT       -   529,010.      193,090.      MT  (+/- 180 meters Scaled)
 TN0536
 TN0536                          SUPERSEDED SURVEY CONTROL
 TN0536
 TN0536.No superseded survey control is available for this station.
 TN0536
 TN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ427160(NAD 83)
 TN0536_MARKER: DB = BENCH MARK DISK
 TN0536_SETTING: 66 = SET IN ROCK OUTCROP
 TN0536_SP_SET: ROCK OUTCROP
 TN0536_STAMPING: D 503 1979
 TN0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0536+STABILITY: POSITION/ELEVATION WELL
 TN0536
 TN0536  HISTORY     - Date     Condition        Report By
 TN0536  HISTORY     - 1979     MONUMENTED       NGS
 TN0536
 TN0536                          STATION DESCRIPTION
 TN0536
 TN0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0536'IN EUREKA.
 TN0536'191 FEET SOUTH ALONG CLIFF STREET FROM THE CENTERLINE OF THIRD
 TN0536'STREET IN EUREKA, SET IN THE TOP OF A ROCK OUTCROP AT THE NORTH END
 TN0536'OF A BEDROCK ROAD CUT, 79 FEET SOUTH OF THE CENTERLINE OF THE EXIT
 TN0536'OF THE SIDE PARKING LOT OF THE POST OFFICE, 55 FEET NORTHEAST OF THE
 TN0536'EAST END OF A CONCRETE RETAINING WALL FOR A BANK PARKING LOT, 20 FEET
 TN0536'EAST OF THE CENTERLINE OF CLIFF STREET AND 18 FEET WEST OF A POWER
 TN0536'LINE POLE WITH 3 TRANSFORMERS AND A STREET LIGHT.
 TN0536'THE MARK IS 2 FT ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0631 ***********************************************************************
 TN0631  DESIGNATION -  D 504
 TN0631  PID         -  TN0631
 TN0631  STATE/COUNTY-  MT/LINCOLN
 TN0631  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0631
 TN0631                         *CURRENT SURVEY CONTROL
 TN0631  ___________________________________________________________________
 TN0631* NAD 83(1986)-  48 48 16.     (N)    115 17 31.     (W)     SCALED    
 TN0631* NAVD 88     -       821.377  (meters)    2694.80   (feet)  ADJUSTED  
 TN0631  ___________________________________________________________________
 TN0631  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 TN0631  DYNAMIC HT  -         821.448 (meters)    2695.03  (feet)  COMP
 TN0631  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 TN0631
 TN0631  VERT ORDER  -  FIRST     CLASS II
 TN0631
 TN0631.The horizontal coordinates were scaled from a topographic map and have
 TN0631.an estimated accuracy of +/- 6 seconds.
 TN0631
 TN0631.The orthometric height was determined by differential leveling
 TN0631.and adjusted by the National Geodetic Survey in June 1991..
 TN0631
 TN0631.The geoid height was determined by GEOID03.
 TN0631
 TN0631.The dynamic height is computed by dividing the NAVD 88
 TN0631.geopotential number by the normal gravity value computed on the
 TN0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0631.degrees latitude (g = 980.6199 gals.).
 TN0631
 TN0631.The modeled gravity was interpolated from observed gravity values.
 TN0631
 TN0631;                    North         East    Units  Estimated Accuracy
 TN0631;SPC MT       -   521,840.      174,970.      MT  (+/- 180 meters Scaled)
 TN0631
 TN0631                          SUPERSEDED SURVEY CONTROL
 TN0631
 TN0631.No superseded survey control is available for this station.
 TN0631
 TN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ254071(NAD 83)
 TN0631_MARKER: DB = BENCH MARK DISK
 TN0631_SETTING: 66 = SET IN ROCK OUTCROP
 TN0631_SP_SET: ROCK OUTCROP
 TN0631_STAMPING: D 504 1979
 TN0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0631+STABILITY: POSITION/ELEVATION WELL
 TN0631
 TN0631  HISTORY     - Date     Condition        Report By
 TN0631  HISTORY     - 1979     MONUMENTED       NGS
 TN0631
 TN0631                          STATION DESCRIPTION
 TN0631
 TN0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0631'17.0 MI SW FROM EUREKA.
 TN0631'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0631'THENCE 15.05 MILES SOUTHWEST ALONG STATE HIGHWAY 37, AT THE NORTHEAST
 TN0631'END OF A MASSIVE HIGHWAY CUT, SET IN TOP OF BEDROCK, 44 FEET
 TN0631'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 333 FEET SOUTHWEST OF
 TN0631'HIGHWAY MILE POST 52 AND 3 FEET BELOW THE BASE OF THE WITNESS POST.
 TN0631'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 TN0631'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0655 ***********************************************************************
 TN0655  DESIGNATION -  D 505
 TN0655  PID         -  TN0655
 TN0655  STATE/COUNTY-  MT/LINCOLN
 TN0655  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0655
 TN0655                         *CURRENT SURVEY CONTROL
 TN0655  ___________________________________________________________________
 TN0655* NAD 83(1986)-  48 35 41.     (N)    115 12 20.     (W)     SCALED    
 TN0655* NAVD 88     -       786.750  (meters)    2581.20   (feet)  ADJUSTED  
 TN0655  ___________________________________________________________________
 TN0655  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 TN0655  DYNAMIC HT  -         786.789 (meters)    2581.32  (feet)  COMP
 TN0655  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 TN0655
 TN0655  VERT ORDER  -  FIRST     CLASS II
 TN0655
 TN0655.The horizontal coordinates were scaled from a topographic map and have
 TN0655.an estimated accuracy of +/- 6 seconds.
 TN0655
 TN0655.The orthometric height was determined by differential leveling
 TN0655.and adjusted by the National Geodetic Survey in June 1991..
 TN0655
 TN0655.The geoid height was determined by GEOID03.
 TN0655
 TN0655.The dynamic height is computed by dividing the NAVD 88
 TN0655.geopotential number by the normal gravity value computed on the
 TN0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0655.degrees latitude (g = 980.6199 gals.).
 TN0655
 TN0655.The modeled gravity was interpolated from observed gravity values.
 TN0655
 TN0655;                    North         East    Units  Estimated Accuracy
 TN0655;SPC MT       -   498,120.      179,600.      MT  (+/- 180 meters Scaled)
 TN0655
 TN0655                          SUPERSEDED SURVEY CONTROL
 TN0655
 TN0655.No superseded survey control is available for this station.
 TN0655
 TN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP323839(NAD 83)
 TN0655_MARKER: DB = BENCH MARK DISK
 TN0655_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TN0655_SP_SET: BRIDGE ABUTMENT
 TN0655_STAMPING: D 505 1980
 TN0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0655
 TN0655  HISTORY     - Date     Condition        Report By
 TN0655  HISTORY     - 1980     MONUMENTED       NGS
 TN0655
 TN0655                          STATION DESCRIPTION
 TN0655
 TN0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0655'56.4 KM SW FROM EUREKA.
 TN0655'3.2 KILOMETERS (2.0 MILES) NORTH ALONG US HIGHWAY 93 FROM THE TOWN
 TN0655'HALL IN EUREKA, THENCE 53.2 KILOMETERS (32.85 MILES) SOUTHWEST
 TN0655'ALONG STATE HIGHWAY 37, 1.0 METER (3.3 FEET) WEST OF THE EAST END
 TN0655'OF THE SOUTH ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER TENMILE
 TN0655'CREEK, 6.7 METERS (22.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY.
 TN0655'42
 TN0655'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0683 ***********************************************************************
 TN0683  DESIGNATION -  D 506
 TN0683  PID         -  TN0683
 TN0683  STATE/COUNTY-  MT/LINCOLN
 TN0683  USGS QUAD   -  SWEDE MOUNTAIN (1983)
 TN0683
 TN0683                         *CURRENT SURVEY CONTROL
 TN0683  ___________________________________________________________________
 TN0683* NAD 83(1986)-  48 21 46.     (N)    115 22 45.     (W)     SCALED    
 TN0683* NAVD 88     -       647.806  (meters)    2125.34   (feet)  ADJUSTED  
 TN0683  ___________________________________________________________________
 TN0683  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TN0683  DYNAMIC HT  -         647.833 (meters)    2125.43  (feet)  COMP
 TN0683  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 TN0683
 TN0683  VERT ORDER  -  FIRST     CLASS II
 TN0683
 TN0683.The horizontal coordinates were scaled from a topographic map and have
 TN0683.an estimated accuracy of +/- 6 seconds.
 TN0683
 TN0683.The orthometric height was determined by differential leveling
 TN0683.and adjusted by the National Geodetic Survey in June 1991..
 TN0683
 TN0683.The geoid height was determined by GEOID03.
 TN0683
 TN0683.The dynamic height is computed by dividing the NAVD 88
 TN0683.geopotential number by the normal gravity value computed on the
 TN0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0683.degrees latitude (g = 980.6199 gals.).
 TN0683
 TN0683.The modeled gravity was interpolated from observed gravity values.
 TN0683
 TN0683;                    North         East    Units  Estimated Accuracy
 TN0683;SPC MT       -   473,360.      164,900.      MT  (+/- 180 meters Scaled)
 TN0683
 TN0683                          SUPERSEDED SURVEY CONTROL
 TN0683
 TN0683.No superseded survey control is available for this station.
 TN0683
 TN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP200578(NAD 83)
 TN0683_MARKER: DB = BENCH MARK DISK
 TN0683_SETTING: 66 = SET IN ROCK OUTCROP
 TN0683_SP_SET: ROCK OUTCROP
 TN0683_STAMPING: D 506 1980
 TN0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0683+STABILITY: POSITION/ELEVATION WELL
 TN0683
 TN0683  HISTORY     - Date     Condition        Report By
 TN0683  HISTORY     - 1980     MONUMENTED       NGS
 TN0683
 TN0683                          STATION DESCRIPTION
 TN0683
 TN0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0683'18.1 KM NE FROM LIBBY.
 TN0683'18.1 KILOMETERS (11.2 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0683'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, 0.3 KILOMETERS (O.2 MILE)
 TN0683'EAST OF HIGHWAY MILEPOST 11, SET IN TOP OF A POINT OF ROCK 55.4
 TN0683'METERS (183 FEET) EAST OF THE WEST END OF A LARGE BEDROCK HIGHWAY
 TN0683'CUT, 30.2 METERS (99.0 FEET) EAST OF THE NORTH END OF A 24 INCH
 TN0683'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 16.8 METERS (55.0
 TN0683'FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 TN0683'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TN0683'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0712 ***********************************************************************
 SU0712  DESIGNATION -  D 507
 SU0712  PID         -  SU0712
 SU0712  STATE/COUNTY-  MT/LAKE
 SU0712  USGS QUAD   -  RONAN (1964)
 SU0712
 SU0712                         *CURRENT SURVEY CONTROL
 SU0712  ___________________________________________________________________
 SU0712* NAD 83(1999)-  47 33 44.32429(N)    114 06 45.41766(W)     ADJUSTED  
 SU0712* NAVD 88     -       933.252  (meters)    3061.84   (feet)  ADJUSTED  
 SU0712  ___________________________________________________________________
 SU0712  X           -  -1,761,741.818 (meters)                     COMP
 SU0712  Y           -  -3,936,097.725 (meters)                     COMP
 SU0712  Z           -   4,684,852.892 (meters)                     COMP
 SU0712  LAPLACE CORR-           9.16  (seconds)                    DEFLEC99
 SU0712  ELLIP HEIGHT-         917.96  (meters)          (01/18/06) GPS OBS
 SU0712  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 SU0712  DYNAMIC HT  -         933.200 (meters)    3061.67  (feet)  COMP
 SU0712  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 SU0712
 SU0712  HORZ ORDER  -  B
 SU0712  VERT ORDER  -  FIRST     CLASS II
 SU0712  ELLP ORDER  -  FOURTH    CLASS II
 SU0712
 SU0712.The horizontal coordinates were established by GPS observations
 SU0712.and adjusted by the SMITH SURVEYING AND CONSULTING in January 2006..
 SU0712.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SU0712.DATUM ITEM on the data sheet items page.
 SU0712
 SU0712.The orthometric height was determined by differential leveling
 SU0712.and adjusted by the National Geodetic Survey in June 1991..
 SU0712
 SU0712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SU0712
 SU0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0712
 SU0712.The ellipsoidal height was determined by GPS observations
 SU0712.and is referenced to NAD 83.
 SU0712
 SU0712.The geoid height was determined by GEOID03.
 SU0712
 SU0712.The dynamic height is computed by dividing the NAVD 88
 SU0712.geopotential number by the normal gravity value computed on the
 SU0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0712.degrees latitude (g = 980.6199 gals.).
 SU0712
 SU0712.The modeled gravity was interpolated from observed gravity values.
 SU0712
 SU0712;                    North         East     Units Scale Factor Converg.
 SU0712;SPC MT       -   378,268.435   253,275.814   MT  0.99943864   -3 22 26.9
 SU0712;SPC MT       - 1,241,038.17    830,957.40   iFT  0.99943864   -3 22 26.9
 SU0712;UTM  11      - 5,271,695.445   717,193.240   MT  1.00017974   +2 07 54.3
 SU0712
 SU0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0712!SPC MT       -   0.99985614  x   0.99943864  =   0.99929486
 SU0712!UTM  11      -   0.99985614  x   1.00017974  =   1.00003585
 SU0712
 SU0712                          SUPERSEDED SURVEY CONTROL
 SU0712
 SU0712  NAVD 88 (01/18/06)  933.25   (m)         3061.8    (f) LEVELING    3  
 SU0712
 SU0712.Superseded values are not recommended for survey control.
 SU0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0712.See file dsdata.txt to determine how the superseded data were derived.
 SU0712
 SU0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN1719371695(NAD 83)
 SU0712_MARKER: I = METAL ROD
 SU0712_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0712_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0712_STAMPING: D 507 1979
 SU0712_PROJECTION: FLUSH
 SU0712_MAGNETIC: I = MARKER IS A STEEL ROD
 SU0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0712+STABILITY: POSITION/ELEVATION WELL
 SU0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0712+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 SU0712_ROD/PIPE-DEPTH: 9.75 meters
 SU0712
 SU0712  HISTORY     - Date     Condition        Report By
 SU0712  HISTORY     - 1979     MONUMENTED       NGS
 SU0712  HISTORY     - 20050912 GOOD             SMISUR
 SU0712
 SU0712                          STATION DESCRIPTION
 SU0712
 SU0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0712'2.0 MI NORTH FROM RONAN.
 SU0712'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH STATE
 SU0712'HIGHWAY 211 IN RONAN, 115 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 SU0712'29 FEET SOUTH OF A FENCE CORNER POST, 18 FEET NORTH OF THE CENTERLINE
 SU0712'OF A FARM ROAD, 15 FEET SOUTH-SOUTHWEST OF A FARM BUREAU INSURANCE
 SU0712'SIGN AND 3.5 FEET WEST OF THE RIGHT OF WAY FENCE.
 SU0712'THE MARK IS 1 FT  N FROM A WITNESS POST.
 SU0712'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SU0712
 SU0712                          STATION RECOVERY (2005)
 SU0712
 SU0712'RECOVERY NOTE BY SMITH SURVEYING AND CONSULTING 2005 (MRR)
 SU0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 2.0 MI (3.22 KM) NORTH FROM
 SU0712'RONAN.   2.0 MI (3.22 KM) NORTH ALONG U.  SOUTH HIGHWAY 93 FROM ITS
 SU0712'JUNCTION WITH STATE HIGHWAY 211 IN RONAN, 115 FT (35.1 M) EAST OF THE
 SU0712'CENTERLINE OF THE HIGHWAY, 29 FT (8.8 M) SOUTH OF A FENCE CORNER POST,
 SU0712'18 FT (5.5 M) NORTH OF THE CENTERLINE OF A FARM ROAD, 15 FT (4.6 M)
 SU0712'SOUTH-SOUTHWEST OF A FARM BUREAU INSURANCE SIGN AND 3.5 FT (1.1 M)
 SU0712'WEST OF THE RIGHT OF WAY FENCE.   THE MARK IS 1 FT (0.3 M) NORTH FROM
 SU0712'A WITNESS POST.   THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SU0712' 
 SU0712'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0759 ***********************************************************************
 RX0759  DESIGNATION -  D 508
 RX0759  PID         -  RX0759
 RX0759  STATE/COUNTY-  MT/POWELL
 RX0759  USGS QUAD   -  DEER LODGE (1989)
 RX0759
 RX0759                         *CURRENT SURVEY CONTROL
 RX0759  ___________________________________________________________________
 RX0759* NAD 83(1986)-  46 27 16.     (N)    112 43 23.     (W)     SCALED    
 RX0759* NAVD 88     -      1355.301  (meters)    4446.52   (feet)  ADJUSTED  
 RX0759  ___________________________________________________________________
 RX0759  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RX0759  DYNAMIC HT  -        1354.946 (meters)    4445.35  (feet)  COMP
 RX0759  MODELED GRAV-     980,306.0   (mgal)                       NAVD 88
 RX0759  OBS GRAVITY -     980,307.4   (mgal)                       GRAV_OBS
 RX0759
 RX0759  VERT ORDER  -  FIRST     CLASS II
 RX0759
 RX0759.The horizontal coordinates were scaled from a topographic map and have
 RX0759.an estimated accuracy of +/- 6 seconds.
 RX0759
 RX0759.The orthometric height was determined by differential leveling
 RX0759.and adjusted by the National Geodetic Survey in June 1991..
 RX0759
 RX0759.The geoid height was determined by GEOID03.
 RX0759
 RX0759.The dynamic height is computed by dividing the NAVD 88
 RX0759.geopotential number by the normal gravity value computed on the
 RX0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0759.degrees latitude (g = 980.6199 gals.).
 RX0759
 RX0759.The modeled gravity was interpolated from observed gravity values.
 RX0759.The observed gravity was obtained from relative gravimeter ties
 RX0759.to the IGSN71 gravity network.
 RX0759
 RX0759;                    North         East    Units  Estimated Accuracy
 RX0759;SPC MT       -   250,060.      352,590.      MT  (+/- 180 meters Scaled)
 RX0759
 RX0759                          SUPERSEDED SURVEY CONTROL
 RX0759
 RX0759.No superseded survey control is available for this station.
 RX0759
 RX0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS676459(NAD 83)
 RX0759_MARKER: I = METAL ROD
 RX0759_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RX0759_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RX0759_STAMPING: D 508 1979
 RX0759_PROJECTION: FLUSH
 RX0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0759+STABILITY: POSITION/ELEVATION WELL
 RX0759_ROD/PIPE-DEPTH: 9.14 meters
 RX0759_SLEEVE-DEPTH  : 7.01 meters
 RX0759
 RX0759  HISTORY     - Date     Condition        Report By
 RX0759  HISTORY     - 1979     MONUMENTED       NGS
 RX0759
 RX0759                          STATION DESCRIPTION
 RX0759
 RX0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0759'4.0 MI NORTH FROM DEER LODGE.
 RX0759'4.05 MILES NORTH ALONG THE OLD HIGHWAY FRONTAGE ROAD FROM THE POST
 RX0759'OFFICE AT DEER LODGE, AT A POWER LINE CROSSING AND IN THE WEST
 RX0759'RIGHT OF WAY FENCE LINE OF INTERSTATE 90, 0.1 MILE NORTH OF MILE
 RX0759'POST 182, 82 FEET SOUTH OF THE WEST END A 36 INCH CULVERT,
 RX0759'73 FEET WEST OF THE CENTERLINE OF THE EAST BOUND LANES, 23 FEET EAST
 RX0759'OF THE CENTERLINE OF THE OLD HIGHWAY, 15 FEET SOUTHEAST OF A
 RX0759'POWERLINE POLE,8 FEET EAST OF THE RIGHT OF WAY FENCE.
 RX0759'THE MARK IS 1 FT  N FROM  10
 RX0759'THE MARK IS 6 FT BELOW CENTERLINE HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0773 ***********************************************************************
 SU0773  CBN         -  This is a Cooperative Base Network Control Station.
 SU0773  DESIGNATION -  D 509
 SU0773  PID         -  SU0773
 SU0773  STATE/COUNTY-  MT/MISSOULA
 SU0773  USGS QUAD   -  HUSON (1984)
 SU0773
 SU0773                         *CURRENT SURVEY CONTROL
 SU0773  ___________________________________________________________________
 SU0773* NAD 83(1999)-  47 02 02.41267(N)    114 19 40.99005(W)     ADJUSTED  
 SU0773* NAVD 88     -       919.613  (meters)    3017.10   (feet)  ADJUSTED  
 SU0773  ___________________________________________________________________
 SU0773  X           -  -1,794,310.123 (meters)                     COMP
 SU0773  Y           -  -3,968,774.262 (meters)                     COMP
 SU0773  Z           -   4,645,003.963 (meters)                     COMP
 SU0773  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 SU0773  ELLIP HEIGHT-         904.53  (meters)          (04/21/06) GPS OBS
 SU0773  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 SU0773  DYNAMIC HT  -         919.500 (meters)    3016.73  (feet)  COMP
 SU0773  MODELED GRAV-     980,460.3   (mgal)                       NAVD 88
 SU0773
 SU0773  HORZ ORDER  -  A
 SU0773  VERT ORDER  -  FIRST     CLASS II
 SU0773  ELLP ORDER  -  FOURTH    CLASS I
 SU0773
 SU0773.The horizontal coordinates were established by GPS observations
 SU0773.and adjusted by the National Geodetic Survey in April 2006..
 SU0773.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SU0773.DATUM ITEM on the data sheet items page.
 SU0773
 SU0773.The orthometric height was determined by differential leveling
 SU0773.and adjusted by the National Geodetic Survey in June 1991..
 SU0773
 SU0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SU0773
 SU0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0773
 SU0773.The ellipsoidal height was determined by GPS observations
 SU0773.and is referenced to NAD 83.
 SU0773
 SU0773.The geoid height was determined by GEOID03.
 SU0773
 SU0773.The dynamic height is computed by dividing the NAVD 88
 SU0773.geopotential number by the normal gravity value computed on the
 SU0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0773.degrees latitude (g = 980.6199 gals.).
 SU0773
 SU0773.The modeled gravity was interpolated from observed gravity values.
 SU0773
 SU0773;                    North         East     Units Scale Factor Converg.
 SU0773;SPC MT       -   320,654.967   233,485.715   MT  0.99939271   -3 31 54.3
 SU0773;SPC MT       - 1,052,017.61    766,029.25   iFT  0.99939271   -3 31 54.3
 SU0773;UTM  11      - 5,212,407.755   703,002.275   MT  1.00010651   +1 57 21.2
 SU0773
 SU0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0773!SPC MT       -   0.99985824  x   0.99939271  =   0.99925103
 SU0773!UTM  11      -   0.99985824  x   1.00010651  =   0.99996473
 SU0773
 SU0773                          SUPERSEDED SURVEY CONTROL
 SU0773
 SU0773  NAD 83(1999)-  47 02 02.41273(N)    114 19 40.99067(W) AD(       ) B
 SU0773  NAD 83(1992)-  47 02 02.41155(N)    114 19 40.98980(W) AD(       ) B
 SU0773  NAVD 88 (02/25/94)  919.61   (m)         3017.1    (f) LEVELING    3  
 SU0773
 SU0773.Superseded values are not recommended for survey control.
 SU0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0773.See file dsdata.txt to determine how the superseded data were derived.
 SU0773
 SU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN0300212408(NAD 83)
 SU0773_MARKER: I = METAL ROD
 SU0773_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0773_SP_SET: STAINLESS STEEL ROD
 SU0773_STAMPING: D 509 1980
 SU0773_MARK LOGO: NGS   
 SU0773_PROJECTION: FLUSH
 SU0773_MAGNETIC: I = MARKER IS A STEEL ROD
 SU0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0773+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 SU0773_ROD/PIPE-DEPTH: 6.0  meters
 SU0773
 SU0773  HISTORY     - Date     Condition        Report By
 SU0773  HISTORY     - 1980     MONUMENTED       NGS
 SU0773  HISTORY     - 19930902 GOOD             NGS
 SU0773  HISTORY     - 20050819 GOOD             MSLACO
 SU0773
 SU0773                          STATION DESCRIPTION
 SU0773
 SU0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0773'0.4 KM WEST FROM HUSON.
 SU0773'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 SU0773'0.4 KILOMETER (0.25 MILE) WEST ALONG INTERSTATE HIGHWAY 90 FROM THE
 SU0773'HUSON ROAD OVERPASS IN HUSON, 80.5 METERS (264 FEET) WEST OF HIGHWAY
 SU0773'MILEPOST 85, 23.0 METERS (75.4 FEET) NORTH OF THE CENTERLINE OF THE
 SU0773'WEST-BOUND LANES OF THE HIGHWAY, 9.5 METERS (31.2 FEET) SOUTH OF THE
 SU0773'CENTERLINE OF THE FRONTAGE ROAD, 37.8 METERS (124 FEET) SOUTHWEST OF
 SU0773'AND ACROSS THE FRONTAGE ROAD A POWER LINE POLE WITH TWO GUY WIRES,
 SU0773'1.2 METERS (3.8 FEET) SOUTHEAST OF THE CENTER POST OF A BRACE IN THE
 SU0773'RIGHT-OF-WAY FENCE, 0.7 METER (2.3 FEET) SOUTH OF THE FENCE LINE.
 SU0773'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 SU0773
 SU0773                          STATION RECOVERY (1993)
 SU0773
 SU0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 SU0773'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) NORTH WEST OF MISSOULA,
 SU0773'0.25 MI (0.40 KM) WEST OF THE OVERPASS AT THE HUSON EXIT, 265 FT
 SU0773'(80.8 M) WEST OF HIGHWAY MILEPOST 85 AND ALONG THE NORTHEAST RIGHT OF
 SU0773'WAY OF INTERSTATE HIGHWAY 90.
 SU0773'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 SU0773'U.S. HIGHWAY 93 NORTH, 8 MI (12.9 KM) NORTHWEST OF MISSOULA, GO
 SU0773'NORTHWEST ON INTERSTATE HIGHWAY 90 FOR 11.0 MI (17.7 KM) TO THE
 SU0773'OVERPASS AT THE HUSON EXIT. CONTINUE NORTHWEST ON THE INTERSTATE
 SU0773'HIGHWAY 90 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT AT THE
 SU0773'WEST END OF THE APPROACH LANE OF THE HUSON EXIT.
 SU0773'THE STATION IS 75.4 FT (23.0 M) NORTH OF THE CENTER OF THE WEST BOUND
 SU0773'LANE OF THE INTERSTATE HIGHWAY 90, 31.2 FT (9.5 M) SOUTH OF THE
 SU0773'CENTER OF THE FRONTAGE ROAD, 2.3 FT (0.7 M) SOUTH OF THE FENCE LINE
 SU0773'AND 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 SU0773
 SU0773                          STATION RECOVERY (2005)
 SU0773
 SU0773'RECOVERY NOTE BY MISSOULA COUNTY SURVEYOR 2005 (KAL)
 SU0773'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0799 ***********************************************************************
 SU0799  DESIGNATION -  D 510
 SU0799  PID         -  SU0799
 SU0799  STATE/COUNTY-  MT/MINERAL
 SU0799  USGS QUAD   -  TARKIO (1983)
 SU0799
 SU0799                         *CURRENT SURVEY CONTROL
 SU0799  ___________________________________________________________________
 SU0799* NAD 83(1986)-  47 02 15.     (N)    114 44 47.     (W)     SCALED    
 SU0799* NAVD 88     -       917.851  (meters)    3011.32   (feet)  ADJUSTED  
 SU0799  ___________________________________________________________________
 SU0799  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 SU0799  DYNAMIC HT  -         917.738 (meters)    3010.95  (feet)  COMP
 SU0799  MODELED GRAV-     980,460.5   (mgal)                       NAVD 88
 SU0799
 SU0799  VERT ORDER  -  FIRST     CLASS II
 SU0799
 SU0799.The horizontal coordinates were scaled from a topographic map and have
 SU0799.an estimated accuracy of +/- 6 seconds.
 SU0799
 SU0799.The orthometric height was determined by differential leveling
 SU0799.and adjusted by the National Geodetic Survey in June 1991..
 SU0799
 SU0799.The geoid height was determined by GEOID03.
 SU0799
 SU0799.The dynamic height is computed by dividing the NAVD 88
 SU0799.geopotential number by the normal gravity value computed on the
 SU0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0799.degrees latitude (g = 980.6199 gals.).
 SU0799
 SU0799.The modeled gravity was interpolated from observed gravity values.
 SU0799
 SU0799;                    North         East    Units  Estimated Accuracy
 SU0799;SPC MT       -   323,090.      201,800.      MT  (+/- 180 meters Scaled)
 SU0799
 SU0799                          SUPERSEDED SURVEY CONTROL
 SU0799
 SU0799.No superseded survey control is available for this station.
 SU0799
 SU0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN712117(NAD 83)
 SU0799_MARKER: I = METAL ROD
 SU0799_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0799_SP_SET: STAINLESS STEEL ROD
 SU0799_STAMPING: D 510 1980
 SU0799_PROJECTION: FLUSH
 SU0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0799_ROD/PIPE-DEPTH: 4.25 meters
 SU0799
 SU0799  HISTORY     - Date     Condition        Report By
 SU0799  HISTORY     - 1980     MONUMENTED       NGS
 SU0799
 SU0799                          STATION DESCRIPTION
 SU0799
 SU0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0799'21.9 KM SE FROM SUPERIOR.
 SU0799'21.9 KILOMETERS (13.6 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90
 SU0799'FROM THE HIGHWAY BRIDGE OVER RIVER STREET IN SUPERIOR, 1.35 KILOMETER
 SU0799'(0.85 MILE) NORTHWEST OF HIGHWAY BRIDGE AT EXIT 61, 106 PACES
 SU0799'NORTHWEST OF HIGHWAY MILEPOST 61, 20.2 METERS (66.2 FEET) NORTHEAST
 SU0799'OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY, 59.3
 SU0799'METERS (194.4 FEET) SOUTHEAST OF A LONE 30-INCH DIAMETER PONDEROSA
 SU0799'PINE TREE, 56.7 METERS (186 FEET) NORTHWEST OF A POWER LINE POLE
 SU0799'WITH A SINGLE GUY WIRE, 6.0 METERS (19.7 FEET) SOUTHWEST OF THE
 SU0799'CENTERLINE OF THE FRONTAGE ROAD, 0.45 METER (1.5 FEET) SOUTHWEST OF
 SU0799'THE HIGHWAY RIGHT-OF-WAY FENCE.
 SU0799'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SU0799'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0825 ***********************************************************************
 SU0825  DESIGNATION -  D 511
 SU0825  PID         -  SU0825
 SU0825  STATE/COUNTY-  MT/MINERAL
 SU0825  USGS QUAD   -  SAINT REGIS (1988)
 SU0825
 SU0825                         *CURRENT SURVEY CONTROL
 SU0825  ___________________________________________________________________
 SU0825* NAD 83(1986)-  47 15 55.     (N)    115 03 16.     (W)     SCALED    
 SU0825* NAVD 88     -       864.652  (meters)    2836.78   (feet)  ADJUSTED  
 SU0825  ___________________________________________________________________
 SU0825  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 SU0825  DYNAMIC HT  -         864.577 (meters)    2836.53  (feet)  COMP
 SU0825  MODELED GRAV-     980,498.9   (mgal)                       NAVD 88
 SU0825
 SU0825  VERT ORDER  -  FIRST     CLASS II
 SU0825
 SU0825.The horizontal coordinates were scaled from a topographic map and have
 SU0825.an estimated accuracy of +/- 6 seconds.
 SU0825
 SU0825.The orthometric height was determined by differential leveling
 SU0825.and adjusted by the National Geodetic Survey in June 1991..
 SU0825
 SU0825.The geoid height was determined by GEOID03.
 SU0825
 SU0825.The dynamic height is computed by dividing the NAVD 88
 SU0825.geopotential number by the normal gravity value computed on the
 SU0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0825.degrees latitude (g = 980.6199 gals.).
 SU0825
 SU0825.The modeled gravity was interpolated from observed gravity values.
 SU0825
 SU0825;                    North         East    Units  Estimated Accuracy
 SU0825;SPC MT       -   349,940.      180,250.      MT  (+/- 180 meters Scaled)
 SU0825
 SU0825                          SUPERSEDED SURVEY CONTROL
 SU0825
 SU0825.No superseded survey control is available for this station.
 SU0825
 SU0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN471364(NAD 83)
 SU0825_MARKER: DB = BENCH MARK DISK
 SU0825_SETTING: 66 = SET IN ROCK OUTCROP
 SU0825_SP_SET: ROCK OUTCROP
 SU0825_STAMPING: D 511 1980
 SU0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0825+STABILITY: POSITION/ELEVATION WELL
 SU0825
 SU0825  HISTORY     - Date     Condition        Report By
 SU0825  HISTORY     - 1980     MONUMENTED       NGS
 SU0825
 SU0825                          STATION DESCRIPTION
 SU0825
 SU0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0825'4.9 KM SE FROM ST REGIS.
 SU0825'4.9 KILOMETERS (3.05 MILE) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0825'THE POST OFFICE IN ST. REGIS, 0.6 KILOMETER (0.4 MILE) SOUTHEAST OF
 SU0825'HIGHWAY MILEPOST 36, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF THE TOP
 SU0825'OF A GRADE, 0.1 KILOMETER (0.05 MILE) NORTHWEST OF THE NORTHWEST
 SU0825'END OF A HIGHWAY CURVE, SET IN TOP OF A ROCK OUTCROP IN A HIGHWAY
 SU0825'CUT, 65.0 METERS (213 FEET) NORTHWEST OF THE SOUTHEAST END OF THE
 SU0825'CUT, 54.5 METERS (166 FEET) NORTHEAST OF THE CENTERLINE OF THE
 SU0825'WEST-BOUND LANES OF THE HIGHWAY.
 SU0825'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 SU0825'THE MARK IS 0.4 M BELOW THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0365 ***********************************************************************
 TK0365  DESIGNATION -  D 512
 TK0365  PID         -  TK0365
 TK0365  STATE/COUNTY-  MT/BLAINE
 TK0365  USGS QUAD   -  SAVOY (1964)
 TK0365
 TK0365                         *CURRENT SURVEY CONTROL
 TK0365  ___________________________________________________________________
 TK0365* NAD 83(1986)-  48 28 00.     (N)    108 31 02.     (W)     SCALED    
 TK0365* NAVD 88     -       709.187  (meters)    2326.72   (feet)  ADJUSTED  
 TK0365  ___________________________________________________________________
 TK0365  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TK0365  DYNAMIC HT  -         709.272 (meters)    2327.00  (feet)  COMP
 TK0365  MODELED GRAV-     980,707.0   (mgal)                       NAVD 88
 TK0365
 TK0365  VERT ORDER  -  FIRST     CLASS II
 TK0365
 TK0365.The horizontal coordinates were scaled from a topographic map and have
 TK0365.an estimated accuracy of +/- 6 seconds.
 TK0365
 TK0365.The orthometric height was determined by differential leveling
 TK0365.and adjusted by the National Geodetic Survey in June 1991..
 TK0365
 TK0365.The geoid height was determined by GEOID03.
 TK0365
 TK0365.The dynamic height is computed by dividing the NAVD 88
 TK0365.geopotential number by the normal gravity value computed on the
 TK0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0365.degrees latitude (g = 980.6199 gals.).
 TK0365
 TK0365.The modeled gravity was interpolated from observed gravity values.
 TK0365
 TK0365;                    North         East    Units  Estimated Accuracy
 TK0365;SPC MT       -   469,020.      672,650.      MT  (+/- 180 meters Scaled)
 TK0365
 TK0365                          SUPERSEDED SURVEY CONTROL
 TK0365
 TK0365.No superseded survey control is available for this station.
 TK0365
 TK0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU835711(NAD 83)
 TK0365_MARKER: DB = BENCH MARK DISK
 TK0365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0365_SP_SET: STAINLESS STEEL ROD
 TK0365_STAMPING: D 512 1979
 TK0365_PROJECTION: FLUSH
 TK0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0365_ROD/PIPE-DEPTH: 7.62 meters
 TK0365
 TK0365  HISTORY     - Date     Condition        Report By
 TK0365  HISTORY     - 1979     MONUMENTED       NGS
 TK0365
 TK0365                          STATION DESCRIPTION
 TK0365
 TK0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0365'12.9 MI EAST FROM HARLEM.
 TK0365'12.9 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0365'STATION IN HARLEM, 300 FEET WEST-SOUTHWEST OF 2 WHITE METAL RAILROAD
 TK0365'SWITCH BUILDINGS, 98 FEET SOUTHEAST OF A RAILROAD SIGNAL, 45 FEET
 TK0365'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 36 FEET NORTH OF THE
 TK0365'CENTER OF A DIRT ROAD.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH
 TK0365'SCREW PLUG.
 TK0365'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 TK0365'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0355 ***********************************************************************
 TK0355  DESIGNATION -  D 513
 TK0355  PID         -  TK0355
 TK0355  STATE/COUNTY-  MT/BLAINE
 TK0355  USGS QUAD   -  HARLEM (1964)
 TK0355
 TK0355                         *CURRENT SURVEY CONTROL
 TK0355  ___________________________________________________________________
 TK0355* NAD 83(1986)-  48 32 24.     (N)    108 48 27.     (W)     SCALED    
 TK0355* NAVD 88     -       721.219  (meters)    2366.20   (feet)  ADJUSTED  
 TK0355  ___________________________________________________________________
 TK0355  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TK0355  DYNAMIC HT  -         721.308 (meters)    2366.49  (feet)  COMP
 TK0355  MODELED GRAV-     980,710.5   (mgal)                       NAVD 88
 TK0355  OBS GRAVITY -     980,712.6   (mgal)                       GRAV_OBS
 TK0355
 TK0355  VERT ORDER  -  FIRST     CLASS II
 TK0355
 TK0355.The horizontal coordinates were scaled from a topographic map and have
 TK0355.an estimated accuracy of +/- 6 seconds.
 TK0355
 TK0355.The orthometric height was determined by differential leveling
 TK0355.and adjusted by the National Geodetic Survey in June 1991..
 TK0355
 TK0355.The geoid height was determined by GEOID03.
 TK0355
 TK0355.The dynamic height is computed by dividing the NAVD 88
 TK0355.geopotential number by the normal gravity value computed on the
 TK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0355.degrees latitude (g = 980.6199 gals.).
 TK0355
 TK0355.The modeled gravity was interpolated from observed gravity values.
 TK0355.The observed gravity was obtained from relative gravimeter ties
 TK0355.to the IGSN71 gravity network.
 TK0355
 TK0355;                    North         East    Units  Estimated Accuracy
 TK0355;SPC MT       -   476,950.      651,120.      MT  (+/- 180 meters Scaled)
 TK0355
 TK0355                          SUPERSEDED SURVEY CONTROL
 TK0355
 TK0355.No superseded survey control is available for this station.
 TK0355
 TK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU618786(NAD 83)
 TK0355_MARKER: I = METAL ROD
 TK0355_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TK0355_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TK0355_STAMPING: D 513 1979
 TK0355_PROJECTION: FLUSH
 TK0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0355+STABILITY: POSITION/ELEVATION WELL
 TK0355_ROD/PIPE-DEPTH: 13.7 meters
 TK0355_SLEEVE-DEPTH  : 12.2 meters
 TK0355
 TK0355  HISTORY     - Date     Condition        Report By
 TK0355  HISTORY     - 1979     MONUMENTED       NGS
 TK0355
 TK0355                          STATION DESCRIPTION
 TK0355
 TK0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0355'1.1 MI WEST FROM HARLEM.
 TK0355'1.1 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0355'STATION IN HARLEM, 282 FEET EAST OF A PAVED ROAD LEADING NORTH, 50
 TK0355'FEET SOUTH OF THE SOUTH RAIL, 47.5 FEET NORTH OF THE CENTERLINE OF
 TK0355'THE HIGHWAY, AND 7.6 FEET WEST OF A POWER POLE.  NOTE=CLASS A MARK.
 TK0355'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TK0355'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0495 ***********************************************************************
 TL0495  DESIGNATION -  D 514
 TL0495  PID         -  TL0495
 TL0495  STATE/COUNTY-  MT/HILL
 TL0495  USGS QUAD   -  KREMLIN (1969)
 TL0495
 TL0495                         *CURRENT SURVEY CONTROL
 TL0495  ___________________________________________________________________
 TL0495* NAD 83(1986)-  48 34 27.     (N)    110 04 55.     (W)     SCALED    
 TL0495* NAVD 88     -       862.367  (meters)    2829.28   (feet)  ADJUSTED  
 TL0495  ___________________________________________________________________
 TL0495  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 TL0495  DYNAMIC HT  -         862.449 (meters)    2829.55  (feet)  COMP
 TL0495  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 TL0495
 TL0495  VERT ORDER  -  FIRST     CLASS II
 TL0495
 TL0495.The horizontal coordinates were scaled from a topographic map and have
 TL0495.an estimated accuracy of +/- 6 seconds.
 TL0495
 TL0495.The orthometric height was determined by differential leveling
 TL0495.and adjusted by the National Geodetic Survey in June 1991..
 TL0495
 TL0495.The geoid height was determined by GEOID03.
 TL0495
 TL0495.The dynamic height is computed by dividing the NAVD 88
 TL0495.geopotential number by the normal gravity value computed on the
 TL0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0495.degrees latitude (g = 980.6199 gals.).
 TL0495
 TL0495.The modeled gravity was interpolated from observed gravity values.
 TL0495
 TL0495;                    North         East    Units  Estimated Accuracy
 TL0495;SPC MT       -   480,680.      557,070.      MT  (+/- 180 meters Scaled)
 TL0495
 TL0495                          SUPERSEDED SURVEY CONTROL
 TL0495
 TL0495.No superseded survey control is available for this station.
 TL0495
 TL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU677805(NAD 83)
 TL0495_MARKER: DB = BENCH MARK DISK
 TL0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0495_SP_SET: STAINLESS STEEL ROD
 TL0495_STAMPING: D 514 1979
 TL0495_PROJECTION: FLUSH
 TL0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0495_ROD/PIPE-DEPTH: 3.05 meters
 TL0495
 TL0495  HISTORY     - Date     Condition        Report By
 TL0495  HISTORY     - 1979     MONUMENTED       NGS
 TL0495
 TL0495                          STATION DESCRIPTION
 TL0495
 TL0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0495'0.2 MI EAST FROM KREMLIN.
 TL0495'0.2 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TL0495'KREMLIN, 90.2 FEET NORTH AND ACROSS A TRACK ROAD FROM THE NORTH RAIL,
 TL0495'79 FEET NORTH AND ACROSS A TRACK ROAD FROM MILE POST NUMBER 980, 31.6
 TL0495'FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 5.2 FEET WEST OF A
 TL0495'TELEPHONE POLE NUMBER E 56.  NOTE=REFUSAL WAS REACHED AT 10 FEET,
 TL0495'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0495'THE MARK IS 2.5 FT  E FROM A WITNESS POST.
 TL0495'THE MARK IS 2 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0337 ***********************************************************************
 TK0337  DESIGNATION -  D 515
 TK0337  PID         -  TK0337
 TK0337  STATE/COUNTY-  MT/BLAINE
 TK0337  USGS QUAD   -  CHINOOK (1964)
 TK0337
 TK0337                         *CURRENT SURVEY CONTROL
 TK0337  ___________________________________________________________________
 TK0337* NAD 83(1986)-  48 35 46.     (N)    109 14 54.     (W)     SCALED    
 TK0337* NAVD 88     -       735.450  (meters)    2412.89   (feet)  ADJUSTED  
 TK0337  ___________________________________________________________________
 TK0337  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0337  DYNAMIC HT  -         735.528 (meters)    2413.14  (feet)  COMP
 TK0337  MODELED GRAV-     980,693.2   (mgal)                       NAVD 88
 TK0337
 TK0337  VERT ORDER  -  FIRST     CLASS II
 TK0337
 TK0337.The horizontal coordinates were scaled from a topographic map and have
 TK0337.an estimated accuracy of +/- 6 seconds.
 TK0337
 TK0337.The orthometric height was determined by differential leveling
 TK0337.and adjusted by the National Geodetic Survey in June 1991..
 TK0337
 TK0337.The geoid height was determined by GEOID03.
 TK0337
 TK0337.The dynamic height is computed by dividing the NAVD 88
 TK0337.geopotential number by the normal gravity value computed on the
 TK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0337.degrees latitude (g = 980.6199 gals.).
 TK0337
 TK0337.The modeled gravity was interpolated from observed gravity values.
 TK0337
 TK0337;                    North         East    Units  Estimated Accuracy
 TK0337;SPC MT       -   482,990.      618,560.      MT  (+/- 180 meters Scaled)
 TK0337
 TK0337                          SUPERSEDED SURVEY CONTROL
 TK0337
 TK0337.No superseded survey control is available for this station.
 TK0337
 TK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU291840(NAD 83)
 TK0337_MARKER: DB = BENCH MARK DISK
 TK0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0337_SP_SET: STAINLESS STEEL ROD
 TK0337_STAMPING: D 515 1979
 TK0337_PROJECTION: FLUSH
 TK0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0337_ROD/PIPE-DEPTH: 6.10 meters
 TK0337
 TK0337  HISTORY     - Date     Condition        Report By
 TK0337  HISTORY     - 1979     MONUMENTED       NGS
 TK0337
 TK0337                          STATION DESCRIPTION
 TK0337
 TK0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0337'0.9 MI WEST FROM CHINOOK.
 TK0337'0.9 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TK0337'CHINOOK, AT THE ENTRANCE TO THE RED ROCK DRIVE-IN THEATER, 97 FEET
 TK0337'SOUTH OF THE CENTER OF THE HIGHWAY, 60 FEET WEST OF THE CENTER OF THE
 TK0337'DRIVE-IN ENTRANCE, 9.2 FEET NORTHEAST OF A FENCE CORNER, AND 2 FEET
 TK0337'NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH
 TK0337'SCREW PLUG.
 TK0337'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 TK0337'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0712 ***********************************************************************
 TN0712  DESIGNATION -  D 516
 TN0712  PID         -  TN0712
 TN0712  STATE/COUNTY-  MT/LINCOLN
 TN0712  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0712
 TN0712                         *CURRENT SURVEY CONTROL
 TN0712  ___________________________________________________________________
 TN0712* NAD 83(1986)-  48 26 24.     (N)    115 49 58.     (W)     SCALED    
 TN0712* NAVD 88     -       605.832  (meters)    1987.63   (feet)  ADJUSTED  
 TN0712  ___________________________________________________________________
 TN0712  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 TN0712  DYNAMIC HT  -         605.870 (meters)    1987.76  (feet)  COMP
 TN0712  MODELED GRAV-     980,655.3   (mgal)                       NAVD 88
 TN0712
 TN0712  VERT ORDER  -  FIRST     CLASS II
 TN0712
 TN0712.The horizontal coordinates were scaled from a topographic map and have
 TN0712.an estimated accuracy of +/- 6 seconds.
 TN0712
 TN0712.The orthometric height was determined by differential leveling
 TN0712.and adjusted by the National Geodetic Survey in June 1991..
 TN0712
 TN0712.The geoid height was determined by GEOID03.
 TN0712
 TN0712.The dynamic height is computed by dividing the NAVD 88
 TN0712.geopotential number by the normal gravity value computed on the
 TN0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0712.degrees latitude (g = 980.6199 gals.).
 TN0712
 TN0712.The modeled gravity was interpolated from observed gravity values.
 TN0712
 TN0712;                    North         East    Units  Estimated Accuracy
 TN0712;SPC MT       -   484,530.      132,100.      MT  (+/- 180 meters Scaled)
 TN0712
 TN0712                          SUPERSEDED SURVEY CONTROL
 TN0712
 TN0712.No superseded survey control is available for this station.
 TN0712
 TN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP863658(NAD 83)
 TN0712_MARKER: I = METAL ROD
 TN0712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0712_SP_SET: STAINLESS STEEL ROD
 TN0712_STAMPING: D 516 1980
 TN0712_PROJECTION: FLUSH
 TN0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0712_ROD/PIPE-DEPTH: 3.0  meters
 TN0712
 TN0712  HISTORY     - Date     Condition        Report By
 TN0712  HISTORY     - 1980     MONUMENTED       NGS
 TN0712
 TN0712                          STATION DESCRIPTION
 TN0712
 TN0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0712'6.3 KM SE FROM TROY.
 TN0712'6.3 KILOMETERS (3.9 MILES) SOUTHEAST ALONG US HIGHWAY 2 FROM THE
 TN0712'HIGH SCHOOL IN TROY, 0.3 KILOMETER (0.15 MILE) WEST OF HIGHWAY
 TN0712'MILEPOST 18, 47.0 METERS (154 FEET) EAST OF THE WEST END OF A
 TN0712'TURN OUT ON THE NORTH SIDE OF THE HIGHWAY, 16.2 METERS (53.0 FEET)
 TN0712'NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.2 METERS (17.0 FEET)
 TN0712'SOUTH OF THE SOUTH EDGE OF A STEEP SLOPE NORTH DOWN TO THE BURLINGTON
 TN0712'NORTHERN RAILWAY. ROD DRIVEN TO REFUSAL.
 TN0712'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 TN0712'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0893 ***********************************************************************
 SU0893  DESIGNATION -  D 518
 SU0893  PID         -  SU0893
 SU0893  STATE/COUNTY-  MT/SANDERS
 SU0893  USGS QUAD   -  NOXON RAPIDS DAM (1983)
 SU0893
 SU0893                         *CURRENT SURVEY CONTROL
 SU0893  ___________________________________________________________________
 SU0893* NAD 83(1986)-  47 58 31.     (N)    115 43 51.     (W)     SCALED    
 SU0893* NAVD 88     -       712.093  (meters)    2336.26   (feet)  ADJUSTED  
 SU0893  ___________________________________________________________________
 SU0893  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 SU0893  DYNAMIC HT  -         712.105 (meters)    2336.30  (feet)  COMP
 SU0893  MODELED GRAV-     980,606.2   (mgal)                       NAVD 88
 SU0893
 SU0893  VERT ORDER  -  FIRST     CLASS II
 SU0893
 SU0893.The horizontal coordinates were scaled from a topographic map and have
 SU0893.an estimated accuracy of +/- 6 seconds.
 SU0893
 SU0893.The orthometric height was determined by differential leveling
 SU0893.and adjusted by the National Geodetic Survey in June 1991..
 SU0893
 SU0893.The geoid height was determined by GEOID03.
 SU0893
 SU0893.The dynamic height is computed by dividing the NAVD 88
 SU0893.geopotential number by the normal gravity value computed on the
 SU0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0893.degrees latitude (g = 980.6199 gals.).
 SU0893
 SU0893.The modeled gravity was interpolated from observed gravity values.
 SU0893
 SU0893;                    North         East    Units  Estimated Accuracy
 SU0893;SPC MT       -   432,430.      135,510.      MT  (+/- 180 meters Scaled)
 SU0893
 SU0893                          SUPERSEDED SURVEY CONTROL
 SU0893
 SU0893.No superseded survey control is available for this station.
 SU0893
 SU0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP947143(NAD 83)
 SU0893_MARKER: DB = BENCH MARK DISK
 SU0893_SETTING: 66 = SET IN ROCK OUTCROP
 SU0893_SP_SET: ROCK OUTCROP
 SU0893_STAMPING: D 518 1980
 SU0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0893+STABILITY: POSITION/ELEVATION WELL
 SU0893
 SU0893  HISTORY     - Date     Condition        Report By
 SU0893  HISTORY     - 1980     MONUMENTED       NGS
 SU0893
 SU0893                          STATION DESCRIPTION
 SU0893
 SU0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0893'20.1 KM NW FROM TROUT CREEK.
 SU0893'20.1 KILOMETERS (12.5 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0893'THE POST OFFICE IN TROUT CREEK, 0.7 KILOMETER (0.45 MILE) NORTHWEST OF
 SU0893'HIGHWAY MILEPOST 18, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF A MAJOR
 SU0893'POWER LINE CROSSING THE HIGHWAY, SET IN TOP OF A ROCK SHELF  AT THE
 SU0893'NORTHWEST END OF A BEDROCK HIGHWAY CUT, 12.1 METERS (39.7 FEET)
 SU0893'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 156.6 METERS (514 FEET)
 SU0893'NORTHWEST OF THE CENTERLINE OF A PRIVATE DRIVE LEADING NORTHEAST,
 SU0893'5.5 METERS (18.0 FEET) SOUTHEAST OF THE TOP CENTER OF THE NORTHEAST
 SU0893'END OF A 30-INCH DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY.
 SU0893'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 SU0893'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0849 ***********************************************************************
 SU0849  DESIGNATION -  D 520
 SU0849  PID         -  SU0849
 SU0849  STATE/COUNTY-  MT/SANDERS
 SU0849  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0849
 SU0849                         *CURRENT SURVEY CONTROL
 SU0849  ___________________________________________________________________
 SU0849* NAD 83(1986)-  47 19 45.     (N)    114 47 33.     (W)     SCALED    
 SU0849* NAVD 88     -       766.341  (meters)    2514.24   (feet)  ADJUSTED  
 SU0849  ___________________________________________________________________
 SU0849  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SU0849  DYNAMIC HT  -         766.295 (meters)    2514.09  (feet)  COMP
 SU0849  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 SU0849
 SU0849  VERT ORDER  -  FIRST     CLASS II
 SU0849
 SU0849.The horizontal coordinates were scaled from a topographic map and have
 SU0849.an estimated accuracy of +/- 6 seconds.
 SU0849
 SU0849.The orthometric height was determined by differential leveling
 SU0849.and adjusted by the National Geodetic Survey in June 1991..
 SU0849
 SU0849.The geoid height was determined by GEOID03.
 SU0849
 SU0849.The dynamic height is computed by dividing the NAVD 88
 SU0849.geopotential number by the normal gravity value computed on the
 SU0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0849.degrees latitude (g = 980.6199 gals.).
 SU0849
 SU0849.The modeled gravity was interpolated from observed gravity values.
 SU0849
 SU0849;                    North         East    Units  Estimated Accuracy
 SU0849;SPC MT       -   355,650.      200,490.      MT  (+/- 180 meters Scaled)
 SU0849
 SU0849                          SUPERSEDED SURVEY CONTROL
 SU0849
 SU0849.No superseded survey control is available for this station.
 SU0849
 SU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN667441(NAD 83)
 SU0849_MARKER: DB = BENCH MARK DISK
 SU0849_SETTING: 66 = SET IN ROCK OUTCROP
 SU0849_SP_SET: ROCK OUTCROP
 SU0849_STAMPING: D 520 1980
 SU0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0849+STABILITY: POSITION/ELEVATION WELL
 SU0849
 SU0849  HISTORY     - Date     Condition        Report By
 SU0849  HISTORY     - 1980     MONUMENTED       NGS
 SU0849
 SU0849                          STATION DESCRIPTION
 SU0849
 SU0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0849'8.5 KM SOUTH FROM PARADISE.
 SU0849'4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 (US
 SU0849'HIGHWAY 10A) FROM THE BURILGTON NORTHERN RAILWAY STATION IN PARADISE,
 SU0849'THENCE 3.7 KILOMETERS (2.3 MILES) SOUTHWEST ALONG STATE HIGHWAY 135,
 SU0849'0.5 KILOMETER (0.3 MILE) NORTHEAST OF HIGHWAY MILEPOST 19, 0.4
 SU0849'KILOMETER (0.25 MILE) SOUTHWEST OF QUINNS HOT SPRINGS, SET IN TOP
 SU0849'OF A SMALL ROCK SHELF IN A BEDROCK HIGHWAY CUT, 114 METERS (375 FEET)
 SU0849'NOTHEAST OF THE CENTERLINE OF A PRIVATE DRIVE LEADING EAST INTO A
 SU0849'BOX CANYON, 28.1 METERS (92.2 FEET) NORTHEAST OF THE TOP CENTER OF THE
 SU0849'SOUTHEAST END OF A 30-INCH DIAMETER STEEL PIPE CULVERT, 19.5 METERS
 SU0849'(64.0 FEET) NORTHEAST OF THE SOUTHWEST END OF THE CUT, 12.4 METERS
 SU0849'(40.7 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.7 METERS
 SU0849'(32.0 FEET) SOUTHWEST OF THE NORTHEAST END OF THE CUT.
 SU0849'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 SU0849'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0874 ***********************************************************************
 SU0874  DESIGNATION -  D 521
 SU0874  PID         -  SU0874
 SU0874  STATE/COUNTY-  MT/SANDERS
 SU0874  USGS QUAD   -  BELKNAP (1988)
 SU0874
 SU0874                         *CURRENT SURVEY CONTROL
 SU0874  ___________________________________________________________________
 SU0874* NAD 83(1986)-  47 42 41.     (N)    115 26 59.     (W)     SCALED    
 SU0874* NAVD 88     -       784.003  (meters)    2572.18   (feet)  ADJUSTED  
 SU0874  ___________________________________________________________________
 SU0874  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 SU0874  DYNAMIC HT  -         783.995 (meters)    2572.16  (feet)  COMP
 SU0874  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 SU0874
 SU0874  VERT ORDER  -  FIRST     CLASS II
 SU0874
 SU0874.The horizontal coordinates were scaled from a topographic map and have
 SU0874.an estimated accuracy of +/- 6 seconds.
 SU0874
 SU0874.The orthometric height was determined by differential leveling
 SU0874.and adjusted by the National Geodetic Survey in June 1991..
 SU0874
 SU0874.The geoid height was determined by GEOID03.
 SU0874
 SU0874.The dynamic height is computed by dividing the NAVD 88
 SU0874.geopotential number by the normal gravity value computed on the
 SU0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0874.degrees latitude (g = 980.6199 gals.).
 SU0874
 SU0874.The modeled gravity was interpolated from observed gravity values.
 SU0874
 SU0874;                    North         East    Units  Estimated Accuracy
 SU0874;SPC MT       -   401,560.      154,200.      MT  (+/- 180 meters Scaled)
 SU0874
 SU0874                          SUPERSEDED SURVEY CONTROL
 SU0874
 SU0874.No superseded survey control is available for this station.
 SU0874
 SU0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN162853(NAD 83)
 SU0874_MARKER: I = METAL ROD
 SU0874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0874_SP_SET: STAINLESS STEEL ROD
 SU0874_STAMPING: D 521 1980
 SU0874_PROJECTION: FLUSH
 SU0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0874_ROD/PIPE-DEPTH: 4.3  meters
 SU0874
 SU0874  HISTORY     - Date     Condition        Report By
 SU0874  HISTORY     - 1980     MONUMENTED       NGS
 SU0874
 SU0874                          STATION DESCRIPTION
 SU0874
 SU0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0874'16.6 KM NW FROM THOMPSON FALLS.
 SU0874'16.6 KILOMETERS (10.35 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0874'THE BURLINGTON NORTHERN RAILWAY STATION IN THOMPSON FALLS, 0.9
 SU0874'KILOMETER (0.55 MILE) SOUTHEAST OF HIGHWAY MILEPOST 40, 0.6 KILOMETER
 SU0874'(0.4 MILE) SOUTHEAST OF THE JUNCTION OF BEAVER CREEK ROAD, 17.8 METERS
 SU0874'(58.4 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 43.6 METERS
 SU0874'(143 FEET) NORTHEAST ACROSS THE HIGHWAY FROM A 48-INCH DIAMETER
 SU0874'PONDEROSA PINE WITH A LARGE ORANGE DOT ON ITS TRUNK, 12.3 METERS
 SU0874'(40.5 FEET) NORTH OF THE NORTHEAST END OF A 18-INCH DIAMETER STEEL
 SU0874'PIPE CULVERT UNDER THE HIGHWAY, 3.2 METERS (10.5 FEET) NORTHWEST OF
 SU0874'THE HIGHWAY RIGHT-OF-WAY FENCE, 1.65 METERS (5.4 FEET) SOUTHEAST
 SU0874'OF POWER LINE POLE NUMBER 29.
 SU0874'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 SU0874'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0610 ***********************************************************************
 TN0610  DESIGNATION -  D 522
 TN0610  PID         -  TN0610
 TN0610  STATE/COUNTY-  MT/SANDERS
 TN0610  USGS QUAD   -  HERON (1983)
 TN0610
 TN0610                         *CURRENT SURVEY CONTROL
 TN0610  ___________________________________________________________________
 TN0610* NAD 83(1986)-  48 04 48.     (N)    115 58 25.     (W)     SCALED    
 TN0610* NAVD 88     -       688.339  (meters)    2258.33   (feet)  ADJUSTED  
 TN0610  ___________________________________________________________________
 TN0610  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 TN0610  DYNAMIC HT  -         688.366 (meters)    2258.41  (feet)  COMP
 TN0610  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 TN0610
 TN0610  VERT ORDER  -  FIRST     CLASS II
 TN0610
 TN0610.The horizontal coordinates were scaled from a topographic map and have
 TN0610.an estimated accuracy of +/- 6 seconds.
 TN0610
 TN0610.The orthometric height was determined by differential leveling
 TN0610.and adjusted by the National Geodetic Survey in June 1991..
 TN0610
 TN0610.The geoid height was determined by GEOID03.
 TN0610
 TN0610.The dynamic height is computed by dividing the NAVD 88
 TN0610.geopotential number by the normal gravity value computed on the
 TN0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0610.degrees latitude (g = 980.6199 gals.).
 TN0610
 TN0610.The modeled gravity was interpolated from observed gravity values.
 TN0610
 TN0610;                    North         East    Units  Estimated Accuracy
 TN0610;SPC MT       -   445,500.      118,410.      MT  (+/- 180 meters Scaled)
 TN0610
 TN0610                          SUPERSEDED SURVEY CONTROL
 TN0610
 TN0610.No superseded survey control is available for this station.
 TN0610
 TN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP764257(NAD 83)
 TN0610_MARKER: I = METAL ROD
 TN0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0610_SP_SET: STAINLESS STEEL ROD
 TN0610_STAMPING: D 522 1980
 TN0610_PROJECTION: FLUSH
 TN0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0610_ROD/PIPE-DEPTH: 7.6  meters
 TN0610
 TN0610  HISTORY     - Date     Condition        Report By
 TN0610  HISTORY     - 1980     MONUMENTED       NGS
 TN0610
 TN0610                          STATION DESCRIPTION
 TN0610
 TN0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0610'19.2 KM SE FROM CLARK FORK.
 TN0610'19.2 KILOMETERS (11.9 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TN0610'THE PUBLIC SCHOOL IN CLARK FORK, 0.4 KILOMETER (0.25 MILE)
 TN0610'NORTHWEST OF HIGHWAY MILEPOST 4, AT THE T JUNCTION OF A PAVED ROAD
 TN0610'LEADING SOUTH TO HERON, 32.9 METERS (108 FEET) SOUTHWEST OF THE
 TN0610'CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FEET) SOUTHEAST OF THE
 TN0610'CENTERLINE OF THE PAVED ROAD, 10.6 METERS (35.0 FEET) NORTHWEST OF A
 TN0610'HIGHWAY SURVEY STATION MARKER, 1.3 METERS (4.3 FEET) SOUTH OF POWER
 TN0610'LINE POLE CG 53.
 TN0610'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 TN0610'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0733 ***********************************************************************
 RY0733  DESIGNATION -  D 523
 RY0733  PID         -  RY0733
 RY0733  STATE/COUNTY-  MT/MISSOULA
 RY0733  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0733
 RY0733                         *CURRENT SURVEY CONTROL
 RY0733  ___________________________________________________________________
 RY0733* NAD 83(1986)-  46 45 26.     (N)    114 04 55.     (W)     SCALED    
 RY0733* NAVD 88     -       974.237  (meters)    3196.31   (feet)  ADJUSTED  
 RY0733  ___________________________________________________________________
 RY0733  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 RY0733  DYNAMIC HT  -         974.086 (meters)    3195.81  (feet)  COMP
 RY0733  MODELED GRAV-     980,426.1   (mgal)                       NAVD 88
 RY0733
 RY0733  VERT ORDER  -  FIRST     CLASS II
 RY0733
 RY0733.The horizontal coordinates were scaled from a topographic map and have
 RY0733.an estimated accuracy of +/- 6 seconds.
 RY0733
 RY0733.The orthometric height was determined by differential leveling
 RY0733.and adjusted by the National Geodetic Survey in June 1991..
 RY0733
 RY0733.The geoid height was determined by GEOID03.
 RY0733
 RY0733.The dynamic height is computed by dividing the NAVD 88
 RY0733.geopotential number by the normal gravity value computed on the
 RY0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0733.degrees latitude (g = 980.6199 gals.).
 RY0733
 RY0733.The modeled gravity was interpolated from observed gravity values.
 RY0733
 RY0733;                    North         East    Units  Estimated Accuracy
 RY0733;SPC MT       -   288,830.      250,350.      MT  (+/- 180 meters Scaled)
 RY0733
 RY0733                          SUPERSEDED SURVEY CONTROL
 RY0733
 RY0733.No superseded survey control is available for this station.
 RY0733
 RY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM228823(NAD 83)
 RY0733_MARKER: I = METAL ROD
 RY0733_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RY0733_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RY0733_STAMPING: D 523 1980
 RY0733_MARK LOGO: NGS   
 RY0733_PROJECTION: FLUSH
 RY0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0733+STABILITY: POSITION/ELEVATION WELL
 RY0733_ROD/PIPE-DEPTH: 15.2 meters
 RY0733_SLEEVE-DEPTH  : 8.8 meters
 RY0733
 RY0733  HISTORY     - Date     Condition        Report By
 RY0733  HISTORY     - 1980     MONUMENTED       NGS
 RY0733  HISTORY     - 1980     GOOD             NGS
 RY0733
 RY0733                          STATION DESCRIPTION
 RY0733
 RY0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0733'IN LOLO.
 RY0733'IN LOLO, AT THE T JUNCTION OF U.S. HIGHWAY 93 AND U.S. HIGHWAY 12,
 RY0733'12.2 METERS (40.0 FEET) EAST OF THE CENTERLINE OF THE NORTH-BOUND
 RY0733'LANES OF HIGHWAY 93, 18.2 METERS (59.7 FEET) NORTH OF THE EXTENDED
 RY0733'CENTERLINE OF HIGHWAY 12, 51.2 METERS (168 FEET) NORTHWEST OF THE
 RY0733'NORTHWEST CORNER OF A LARGE CINDER BLOCK BUILDING FOR A CAR AND TRUCK
 RY0733'WASH, 48.1 METERS (158 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF
 RY0733'DON TRIPPS TRUCK STOP, 28.9 METERS (94.8 FEET) SOUTH OF THE CENTERLINE
 RY0733'OF THE SOUTH ENTRANCE TO THE TRUCK STOP, 5.4 METERS (17.8 FEET)
 RY0733'SOUTH OF THE EAST LEG OF THE TRUCK STOP SIGN, 3.4 METERS (11.2 FEET)
 RY0733'NORTH OF A T JUNCTION POWER LINE POLE.
 RY0733'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 RY0733'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RY0733
 RY0733                          STATION RECOVERY (1980)
 RY0733
 RY0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0908 ***********************************************************************
 SR0908  DESIGNATION -  D 526
 SR0908  PID         -  SR0908
 SR0908  STATE/COUNTY-  MT/PHILLIPS
 SR0908  USGS QUAD   -  COBURN BUTTE (1971)
 SR0908
 SR0908                         *CURRENT SURVEY CONTROL
 SR0908  ___________________________________________________________________
 SR0908* NAD 83(1986)-  47 59 54.     (N)    108 15 02.     (W)     SCALED    
 SR0908* NAVD 88     -       854.884  (meters)    2804.73   (feet)  ADJUSTED  
 SR0908  ___________________________________________________________________
 SR0908  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SR0908  DYNAMIC HT  -         854.913 (meters)    2804.83  (feet)  COMP
 SR0908  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 SR0908
 SR0908  VERT ORDER  -  FIRST     CLASS II
 SR0908
 SR0908.The horizontal coordinates were scaled from a topographic map and have
 SR0908.an estimated accuracy of +/- 6 seconds.
 SR0908
 SR0908.The orthometric height was determined by differential leveling
 SR0908.and adjusted by the National Geodetic Survey in June 1991..
 SR0908
 SR0908.The geoid height was determined by GEOID03.
 SR0908
 SR0908.The dynamic height is computed by dividing the NAVD 88
 SR0908.geopotential number by the normal gravity value computed on the
 SR0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0908.degrees latitude (g = 980.6199 gals.).
 SR0908
 SR0908.The modeled gravity was interpolated from observed gravity values.
 SR0908
 SR0908;                    North         East    Units  Estimated Accuracy
 SR0908;SPC MT       -   417,250.      693,200.      MT  (+/- 180 meters Scaled)
 SR0908
 SR0908                          SUPERSEDED SURVEY CONTROL
 SR0908
 SR0908.No superseded survey control is available for this station.
 SR0908
 SR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYU050197(NAD 83)
 SR0908_MARKER: I = METAL ROD
 SR0908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0908_SP_SET: STAINLESS STEEL ROD
 SR0908_STAMPING: D 526 1980
 SR0908_PROJECTION: FLUSH
 SR0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0908_ROD/PIPE-DEPTH: 5.5  meters
 SR0908
 SR0908  HISTORY     - Date     Condition        Report By
 SR0908  HISTORY     - 1980     MONUMENTED       NGS
 SR0908
 SR0908                          STATION DESCRIPTION
 SR0908
 SR0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0908'51.0 KM SW FROM MALTA.
 SR0908'51.0 KM (29.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0908'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 SR0908'5.5 KM (3.4 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF
 SR0908'U.S. HIGHWAY 191 AND COUNTY ROAD 204, 0.08 KM (0.05 MI) NORTH-
 SR0908'NORTHEAST OF MILE POST 126, 39.7 METERS (130.4 FT) NORTH-NORTHEAST
 SR0908'OF A POWER POLE, 20.6 METERS (67.5 FT) NORTHWEST OF THE CENTERLINE
 SR0908'OF THE HIGHWAY, 0.9 METERS (2.9 FT) SOUTHEAST OF A FENCE.
 SR0908'NOTE=REFUSAL WAS REACHED AT 5.5 METERS (18.0 FT).  ACCESS TO THE
 SR0908'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0908'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SR0908'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0934 ***********************************************************************
 SR0934  DESIGNATION -  D 527
 SR0934  PID         -  SR0934
 SR0934  STATE/COUNTY-  MT/PHILLIPS
 SR0934  USGS QUAD   -  D Y JUNCTION (1971)
 SR0934
 SR0934                         *CURRENT SURVEY CONTROL
 SR0934  ___________________________________________________________________
 SR0934* NAD 83(1986)-  47 46 01.     (N)    108 41 07.     (W)     SCALED    
 SR0934* NAVD 88     -       923.267  (meters)    3029.09   (feet)  ADJUSTED  
 SR0934  ___________________________________________________________________
 SR0934  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 SR0934  DYNAMIC HT  -         923.280 (meters)    3029.13  (feet)  COMP
 SR0934  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 SR0934
 SR0934  VERT ORDER  -  FIRST     CLASS II
 SR0934
 SR0934.The horizontal coordinates were scaled from a topographic map and have
 SR0934.an estimated accuracy of +/- 6 seconds.
 SR0934
 SR0934.The orthometric height was determined by differential leveling
 SR0934.and adjusted by the National Geodetic Survey in June 1991..
 SR0934
 SR0934.The geoid height was determined by GEOID03.
 SR0934
 SR0934.The dynamic height is computed by dividing the NAVD 88
 SR0934.geopotential number by the normal gravity value computed on the
 SR0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0934.degrees latitude (g = 980.6199 gals.).
 SR0934
 SR0934.The modeled gravity was interpolated from observed gravity values.
 SR0934
 SR0934;                    North         East    Units  Estimated Accuracy
 SR0934;SPC MT       -   391,110.      661,040.      MT  (+/- 180 meters Scaled)
 SR0934
 SR0934                          SUPERSEDED SURVEY CONTROL
 SR0934
 SR0934.No superseded survey control is available for this station.
 SR0934
 SR0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT734929(NAD 83)
 SR0934_MARKER: I = METAL ROD
 SR0934_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0934_SP_SET: STAINLESS STEEL ROD
 SR0934_STAMPING: D 527 1980
 SR0934_PROJECTION: FLUSH
 SR0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0934_ROD/PIPE-DEPTH: 6.1  meters
 SR0934
 SR0934  HISTORY     - Date     Condition        Report By
 SR0934  HISTORY     - 1980     MONUMENTED       NGS
 SR0934
 SR0934                          STATION DESCRIPTION
 SR0934
 SR0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0934'63.4 KM NE FROM ROY.
 SR0934'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0934'THENCE 63.4 KM (39.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0934'18.0 KM (11.2 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE NORTHEAST
 SR0934'END OF THE MISSOURI RIVER BRIDGE, 1.3 KM (0.8 MI) SOUTHWEST OF MILE
 SR0934'POST 100, 60.5 METERS (198.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 SR0934'HIGHWAY, AND 1.0 METERS (3.3 FT) SOUTHEAST OF A FENCE.  NOTE=ROD
 SR0934'DRIVEN TO REFUSAL AT 7.6 METERS (25.0 FT).  ACCESS TO THE DATUM
 SR0934'POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0934'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SR0934'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0951 ***********************************************************************
 SR0951  DESIGNATION -  D 528
 SR0951  PID         -  SR0951
 SR0951  STATE/COUNTY-  MT/FERGUS
 SR0951  USGS QUAD   -  HESSLER RIDGE (1954)
 SR0951
 SR0951                         *CURRENT SURVEY CONTROL
 SR0951  ___________________________________________________________________
 SR0951* NAD 83(1986)-  47 34 40.     (N)    108 43 51.     (W)     SCALED    
 SR0951* NAVD 88     -       882.000  (meters)    2893.70   (feet)  ADJUSTED  
 SR0951  ___________________________________________________________________
 SR0951  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 SR0951  DYNAMIC HT  -         882.011 (meters)    2893.73  (feet)  COMP
 SR0951  MODELED GRAV-     980,594.9   (mgal)                       NAVD 88
 SR0951
 SR0951  VERT ORDER  -  FIRST     CLASS II
 SR0951
 SR0951.The horizontal coordinates were scaled from a topographic map and have
 SR0951.an estimated accuracy of +/- 6 seconds.
 SR0951
 SR0951.The orthometric height was determined by differential leveling
 SR0951.and adjusted by the National Geodetic Survey in June 1991..
 SR0951
 SR0951.The geoid height was determined by GEOID03.
 SR0951
 SR0951.The dynamic height is computed by dividing the NAVD 88
 SR0951.geopotential number by the normal gravity value computed on the
 SR0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0951.degrees latitude (g = 980.6199 gals.).
 SR0951
 SR0951.The modeled gravity was interpolated from observed gravity values.
 SR0951
 SR0951;                    North         East    Units  Estimated Accuracy
 SR0951;SPC MT       -   370,060.      657,830.      MT  (+/- 180 meters Scaled)
 SR0951
 SR0951                          SUPERSEDED SURVEY CONTROL
 SR0951
 SR0951.No superseded survey control is available for this station.
 SR0951
 SR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT706718(NAD 83)
 SR0951_MARKER: I = METAL ROD
 SR0951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0951_SP_SET: STAINLESS STEEL ROD
 SR0951_STAMPING: D 528 1980
 SR0951_PROJECTION: FLUSH
 SR0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0951_ROD/PIPE-DEPTH: 7.3  meters
 SR0951
 SR0951  HISTORY     - Date     Condition        Report By
 SR0951  HISTORY     - 1980     MONUMENTED       NGS
 SR0951
 SR0951                          STATION DESCRIPTION
 SR0951
 SR0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0951'38.4 KM NE FROM ROY.
 SR0951'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 SR0951'IN ROY, THENCE 38.4 KM (23.85 MI) NORTHEASTERLY ALONG U.S.
 SR0951'HIGHWAY 191, OR, 7.2 KM (4.45 MI) SOUTHWEST ALONG U.S.
 SR0951'HIGHWAY 191 FROM THE NORTHEAST END OF A BRIDGE CROSSING
 SR0951'THE MISSOURI RIVER, 0.5 KM (0.3 MI) SOUTHWEST OF MILE POST
 SR0951'84, 39.3 METERS (129.0 FT) NORTHWEST OF THE CENTERLINE OF
 SR0951'THE HIGHWAY, 15.2 METERS (49.9 FT) SOUTH OF THE CENTER OF
 SR0951'A DIM TRACK ROAD LEADING WEST, 10.5 METERS (34.5 FT) SOUTH
 SR0951'OF THE SOUTH GATE POST, 8.7 METERS (28.5 FT) WEST OF A FENCE
 SR0951'CORNER, 0.9 METER (3.0 FT) EAST OF A FENCE, AND 0.9 METER
 SR0951'2.9 FT) NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 7.3
 SR0951'METERS (24.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 SR0951'5-INCH LOGO CAP.
 SR0951'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 SR0951'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0955 ***********************************************************************
 SR0955  DESIGNATION -  D 529
 SR0955  PID         -  SR0955
 SR0955  STATE/COUNTY-  MT/FERGUS
 SR0955  USGS QUAD   -  MITCHELL CROSSING (1985)
 SR0955
 SR0955                         *CURRENT SURVEY CONTROL
 SR0955  ___________________________________________________________________
 SR0955* NAD 83(1986)-  47 31 38.     (N)    108 45 05.     (W)     SCALED    
 SR0955* NAVD 88     -       921.192  (meters)    3022.28   (feet)  ADJUSTED  
 SR0955  ___________________________________________________________________
 SR0955  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 SR0955  DYNAMIC HT  -         921.193 (meters)    3022.28  (feet)  COMP
 SR0955  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 SR0955
 SR0955  VERT ORDER  -  FIRST     CLASS II
 SR0955
 SR0955.The horizontal coordinates were scaled from a topographic map and have
 SR0955.an estimated accuracy of +/- 6 seconds.
 SR0955
 SR0955.The orthometric height was determined by differential leveling
 SR0955.and adjusted by the National Geodetic Survey in June 1991..
 SR0955
 SR0955.The geoid height was determined by GEOID03.
 SR0955
 SR0955.The dynamic height is computed by dividing the NAVD 88
 SR0955.geopotential number by the normal gravity value computed on the
 SR0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0955.degrees latitude (g = 980.6199 gals.).
 SR0955
 SR0955.The modeled gravity was interpolated from observed gravity values.
 SR0955
 SR0955;                    North         East    Units  Estimated Accuracy
 SR0955;SPC MT       -   364,430.      656,340.      MT  (+/- 180 meters Scaled)
 SR0955
 SR0955                          SUPERSEDED SURVEY CONTROL
 SR0955
 SR0955.No superseded survey control is available for this station.
 SR0955
 SR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT692662(NAD 83)
 SR0955_MARKER: I = METAL ROD
 SR0955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0955_SP_SET: STAINLESS STEEL ROD
 SR0955_STAMPING: D 529 1980
 SR0955_PROJECTION: FLUSH
 SR0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0955_ROD/PIPE-DEPTH: 4.9  meters
 SR0955
 SR0955  HISTORY     - Date     Condition        Report By
 SR0955  HISTORY     - 1980     MONUMENTED       NGS
 SR0955
 SR0955                          STATION DESCRIPTION
 SR0955
 SR0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0955'35.5 KM NE FROM ROY.
 SR0955'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0955'THENCE 35.5 KM (20.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0955'13.2 KM (8.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0955'END OF THE MISSOURI RIVER BRIDGE, 45.2 METERS (148.3 FT) SOUTHWEST
 SR0955'OF MILE POST 80, 29.9 METERS (98.0 FT) WEST OF THE
 SR0955'CENTERLINE OF THE HIGHWAY, 1.5 METERS (5.0 FT) SOUTHEAST OF A POWER
 SR0955'POLE, AND 0.6 METER (2.0 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS
 SR0955'REACHED AT 4.9 METERS (16.0 FT).  ACCESS THE THE DATUM POINT IS
 SR0955'THROUGH A 5-INCH LOGO CAP.
 SR0955'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 SR0955'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0083 ***********************************************************************
 TM0083  DESIGNATION -  D 53
 TM0083  PID         -  TM0083
 TM0083  STATE/COUNTY-  MT/FLATHEAD
 TM0083  USGS QUAD   -  BLACKTAIL (1994)
 TM0083
 TM0083                         *CURRENT SURVEY CONTROL
 TM0083  ___________________________________________________________________
 TM0083* NAD 83(1986)-  48 16 08.     (N)    113 27 16.     (W)     SCALED    
 TM0083* NAVD 88     -      1399.988  (meters)    4593.13   (feet)  ADJUSTED  
 TM0083  ___________________________________________________________________
 TM0083  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 TM0083  DYNAMIC HT  -        1399.889 (meters)    4592.80  (feet)  COMP
 TM0083  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 TM0083
 TM0083  VERT ORDER  -  FIRST     CLASS II
 TM0083
 TM0083.The horizontal coordinates were scaled from a topographic map and have
 TM0083.an estimated accuracy of +/- 6 seconds.
 TM0083
 TM0083.The orthometric height was determined by differential leveling
 TM0083.and adjusted by the National Geodetic Survey in June 1991..
 TM0083
 TM0083.The geoid height was determined by GEOID03.
 TM0083
 TM0083.The dynamic height is computed by dividing the NAVD 88
 TM0083.geopotential number by the normal gravity value computed on the
 TM0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0083.degrees latitude (g = 980.6199 gals.).
 TM0083
 TM0083.The modeled gravity was interpolated from observed gravity values.
 TM0083
 TM0083;                    North         East    Units  Estimated Accuracy
 TM0083;SPC MT       -   453,990.      306,670.      MT  (+/- 180 meters Scaled)
 TM0083
 TM0083                          SUPERSEDED SURVEY CONTROL
 TM0083
 TM0083  NGVD 29 (??/??/92) 1398.706  (m)         4588.92   (f) ADJ UNCH    1 2
 TM0083
 TM0083.Superseded values are not recommended for survey control.
 TM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0083.See file dsdata.txt to determine how the superseded data were derived.
 TM0083
 TM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU178490(NAD 83)
 TM0083_MARKER: DB = BENCH MARK DISK
 TM0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TM0083_SP_SET: TUNNEL
 TM0083_STAMPING: D 53 1933
 TM0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0083
 TM0083  HISTORY     - Date     Condition        Report By
 TM0083  HISTORY     - 1933     MONUMENTED       CGS
 TM0083
 TM0083                          STATION DESCRIPTION
 TM0083
 TM0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TM0083'10.5 MI SE FROM WALTON.
 TM0083'10.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0083'AT WALTON (ESSEX POST OFFICE), FLATHEAD COUNTY, 1.3 MILES SOUTHWEST OF
 TM0083'THE STATION BLACKTAIL, 0.5 MILE SOUTHWEST OF MILEPOST 1158, AT TUNNEL
 TM0083'1, IN THE FACE OF THE NORTHWEST WING OF THE NORTH PORTAL, AND 3 FEET
 TM0083'ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 53 1933 AND SET
 TM0083'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0970 ***********************************************************************
 SR0970  DESIGNATION -  D 532
 SR0970  PID         -  SR0970
 SR0970  STATE/COUNTY-  MT/FERGUS
 SR0970  USGS QUAD   -  BOHEMIAN CORNERS (1985)
 SR0970
 SR0970                         *CURRENT SURVEY CONTROL
 SR0970  ___________________________________________________________________
 SR0970* NAD 83(1986)-  47 21 02.     (N)    108 48 17.     (W)     SCALED    
 SR0970* NAVD 88     -       999.708  (meters)    3279.88   (feet)  ADJUSTED  
 SR0970  ___________________________________________________________________
 SR0970  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 SR0970  DYNAMIC HT  -         999.668 (meters)    3279.74  (feet)  COMP
 SR0970  MODELED GRAV-     980,538.4   (mgal)                       NAVD 88
 SR0970  OBS GRAVITY -     980,543.3   (mgal)                       GRAV_OBS
 SR0970
 SR0970  VERT ORDER  -  FIRST     CLASS II
 SR0970
 SR0970.The horizontal coordinates were scaled from a topographic map and have
 SR0970.an estimated accuracy of +/- 6 seconds.
 SR0970
 SR0970.The orthometric height was determined by differential leveling
 SR0970.and adjusted by the National Geodetic Survey in June 1991..
 SR0970
 SR0970.The geoid height was determined by GEOID03.
 SR0970
 SR0970.The dynamic height is computed by dividing the NAVD 88
 SR0970.geopotential number by the normal gravity value computed on the
 SR0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0970.degrees latitude (g = 980.6199 gals.).
 SR0970
 SR0970.The modeled gravity was interpolated from observed gravity values.
 SR0970.The observed gravity was obtained from relative gravimeter ties
 SR0970.to the IGSN71 gravity network.
 SR0970
 SR0970;                    North         East    Units  Estimated Accuracy
 SR0970;SPC MT       -   344,760.      652,500.      MT  (+/- 180 meters Scaled)
 SR0970
 SR0970                          SUPERSEDED SURVEY CONTROL
 SR0970
 SR0970.No superseded survey control is available for this station.
 SR0970
 SR0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT657464(NAD 83)
 SR0970_MARKER: I = METAL ROD
 SR0970_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SR0970_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SR0970_STAMPING: D 532 1980
 SR0970_PROJECTION: FLUSH
 SR0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0970+STABILITY: POSITION/ELEVATION WELL
 SR0970_ROD/PIPE-DEPTH: 13.4 meters
 SR0970_SLEEVE-DEPTH  : 12.5 meters
 SR0970
 SR0970  HISTORY     - Date     Condition        Report By
 SR0970  HISTORY     - 1980     MONUMENTED       NGS
 SR0970
 SR0970                          STATION DESCRIPTION
 SR0970
 SR0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0970'13.9 KM NE FROM ROY.
 SR0970'0.08 KM (0.05 MI) NORTH ALONG THE MAIN STREET FROM THE POST OFFICE
 SR0970'IN ROY, THENCE 13.9 KM (8.65 MI) NORTHEAST ALONG U.S. HIGHWAY 191,
 SR0970'AT THE JUNCTION OF U.S. HIGHWAY 191 AND STATE HIGHWAY 19, 62.2
 SR0970'METERS (204.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST,
 SR0970'33.2 METERS (109.0 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING
 SR0970'NORTH, 26.4 METERS (86.7 FT) WEST OF THE CENTERLINE OF HIGHWAY 191
 SR0970'LEADING NORTH, 20.1 METERS (66.0 FT) NORTH OF THE CENTERLINE OF
 SR0970'HIGHWAY 191 LEADING WEST, AND 2.6 METERS (8.4 FT) WEST OF A POWER
 SR0970'POLE.  NOTE=REFUSAL REACHED AT 13.4 METERS (44.0 FT).  ACCESS TO THE
 SR0970'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0970'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 SR0970'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1011 ***********************************************************************
 SR1011  DESIGNATION -  D 533
 SR1011  PID         -  SR1011
 SR1011  STATE/COUNTY-  MT/JUDITH BASIN
 SR1011  USGS QUAD   -  MOCCASIN (1970)
 SR1011
 SR1011                         *CURRENT SURVEY CONTROL
 SR1011  ___________________________________________________________________
 SR1011* NAD 83(1986)-  47 03 20.     (N)    109 56 47.     (W)     SCALED    
 SR1011* NAVD 88     -      1293.552  (meters)    4243.93   (feet)  ADJUSTED  
 SR1011  ___________________________________________________________________
 SR1011  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 SR1011  DYNAMIC HT  -        1293.352 (meters)    4243.27  (feet)  COMP
 SR1011  MODELED GRAV-     980,413.6   (mgal)                       NAVD 88
 SR1011
 SR1011  VERT ORDER  -  FIRST     CLASS II
 SR1011
 SR1011.The horizontal coordinates were scaled from a topographic map and have
 SR1011.an estimated accuracy of +/- 6 seconds.
 SR1011
 SR1011.The orthometric height was determined by differential leveling
 SR1011.and adjusted by the National Geodetic Survey in June 1991..
 SR1011
 SR1011.The geoid height was determined by GEOID03.
 SR1011
 SR1011.The dynamic height is computed by dividing the NAVD 88
 SR1011.geopotential number by the normal gravity value computed on the
 SR1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR1011.degrees latitude (g = 980.6199 gals.).
 SR1011
 SR1011.The modeled gravity was interpolated from observed gravity values.
 SR1011
 SR1011;                    North         East    Units  Estimated Accuracy
 SR1011;SPC MT       -   311,850.      566,110.      MT  (+/- 180 meters Scaled)
 SR1011
 SR1011                          SUPERSEDED SURVEY CONTROL
 SR1011
 SR1011.No superseded survey control is available for this station.
 SR1011
 SR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT800118(NAD 83)
 SR1011_MARKER: I = METAL ROD
 SR1011_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SR1011+WITH SETTING: INFORMATION.
 SR1011_SP_SET: SHALLOW SET METAL ROD
 SR1011_STAMPING: D 533 1980
 SR1011_PROJECTION: FLUSH
 SR1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR1011_ROD/PIPE-DEPTH: 2.4  meters
 SR1011
 SR1011  HISTORY     - Date     Condition        Report By
 SR1011  HISTORY     - 1980     MONUMENTED       NGS
 SR1011
 SR1011                          STATION DESCRIPTION
 SR1011
 SR1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR1011'2.9 KM WEST FROM MOCCASIN.
 SR1011'0.2 KM (0.1 MI) NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 SR1011'MOCCASIN THENCE 2.7 KM (1.7 MI) WEST ALONG U.S. HIGHWAY 87, 0.2
 SR1011'KM (0.1 MI) NORTHWEST OF MILE POST 53, 11.5 METERS (37.6 FT) NORTH-
 SR1011'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.2 METERS (30.3 FT)
 SR1011'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 4.8 METERS (15.8 FT)
 SR1011'NORTHEAST OF A UTILITY POLE, 0.8 METER (2.6 FT) NORTHEAST OF A FENCE
 SR1011'AND 1.5 METERS (5.0 FT) NORTH-NORTHEAST OF A FENCE CORNER.  NOTE=
 SR1011'REFUSAL WAS REACHED AT 2.4 METERS (8.0 FT) AND ACCESS TO THE DATUM
 SR1011'POINT IS THROUGH A 5-INCH LOGO CAP.
 SR1011'THE MARK IS 0.4 METERS  NNW FROM A WITNESS POST.
 SR1011'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1338 ***********************************************************************
 SS1338  DESIGNATION -  D 534
 SS1338  PID         -  SS1338
 SS1338  STATE/COUNTY-  MT/CASCADE
 SS1338  USGS QUAD   -  RAYNESFORD (1995)
 SS1338
 SS1338                         *CURRENT SURVEY CONTROL
 SS1338  ___________________________________________________________________
 SS1338* NAD 83(1986)-  47 22 11.     (N)    110 44 42.     (W)     SCALED    
 SS1338* NAVD 88     -      1362.362  (meters)    4469.68   (feet)  ADJUSTED  
 SS1338  ___________________________________________________________________
 SS1338  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 SS1338  DYNAMIC HT  -        1362.218 (meters)    4469.21  (feet)  COMP
 SS1338  MODELED GRAV-     980,458.1   (mgal)                       NAVD 88
 SS1338
 SS1338  VERT ORDER  -  FIRST     CLASS II
 SS1338
 SS1338.The horizontal coordinates were scaled from a topographic map and have
 SS1338.an estimated accuracy of +/- 6 seconds.
 SS1338
 SS1338.The orthometric height was determined by differential leveling
 SS1338.and adjusted by the National Geodetic Survey in June 1991..
 SS1338
 SS1338.The geoid height was determined by GEOID03.
 SS1338
 SS1338.The dynamic height is computed by dividing the NAVD 88
 SS1338.geopotential number by the normal gravity value computed on the
 SS1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1338.degrees latitude (g = 980.6199 gals.).
 SS1338
 SS1338.The modeled gravity was interpolated from observed gravity values.
 SS1338
 SS1338;                    North         East    Units  Estimated Accuracy
 SS1338;SPC MT       -   347,400.      506,030.      MT  (+/- 180 meters Scaled)
 SS1338
 SS1338                          SUPERSEDED SURVEY CONTROL
 SS1338
 SS1338.No superseded survey control is available for this station.
 SS1338
 SS1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT192462(NAD 83)
 SS1338_MARKER: I = METAL ROD
 SS1338_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SS1338+WITH SETTING: INFORMATION.
 SS1338_SP_SET: SHALLOW SET METAL ROD
 SS1338_STAMPING: D 534 1980
 SS1338_PROJECTION: FLUSH
 SS1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1338_ROD/PIPE-DEPTH: 3.7  meters
 SS1338
 SS1338  HISTORY     - Date     Condition        Report By
 SS1338  HISTORY     - 1980     MONUMENTED       NGS
 SS1338
 SS1338                          STATION DESCRIPTION
 SS1338
 SS1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1338'17.4 KM EAST FROM BELT.
 SS1338'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS1338'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, THENCE 6.9
 SS1338'KM (4.3 MI) EAST ALONG A GRAVEL ROAD, THENCE 9.7 KM (6 MI) EAST ALONG
 SS1338'A GRAVELED ROAD, AT A FIELD ROAD ON THE RIGHT, 10.7 METERS (35 FT)
 SS1338'SOUTH OF THE ROAD CENTER, 4.2 METERS (13.8 FT) WEST OF THE
 SS1338'CENTER OF THE FIELD ROAD, 1.7 METERS (5.6 FT) WEST OF THE WEST GATE
 SS1338'POST AND 0.4 METER (1.3 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 SS1338'REACHED AT 3.7 KM (12.0 FT) AND ACCESS TO THE DATUM POINT IS THROUGH
 SS1338'A 5-INCH LOGO CAP.
 SS1338'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 SS1338'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1364 ***********************************************************************
 SS1364  DESIGNATION -  D 535
 SS1364  PID         -  SS1364
 SS1364  STATE/COUNTY-  MT/CASCADE
 SS1364  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS1364
 SS1364                         *CURRENT SURVEY CONTROL
 SS1364  ___________________________________________________________________
 SS1364* NAD 83(1986)-  47 29 19.     (N)    111 11 55.     (W)     SCALED    
 SS1364* NAVD 88     -      1080.627  (meters)    3545.36   (feet)  ADJUSTED  
 SS1364  ___________________________________________________________________
 SS1364  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 SS1364  DYNAMIC HT  -        1080.555 (meters)    3545.12  (feet)  COMP
 SS1364  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 SS1364
 SS1364  VERT ORDER  -  FIRST     CLASS II
 SS1364
 SS1364.The horizontal coordinates were scaled from a topographic map and have
 SS1364.an estimated accuracy of +/- 6 seconds.
 SS1364
 SS1364.The orthometric height was determined by differential leveling
 SS1364.and adjusted by the National Geodetic Survey in June 1991..
 SS1364
 SS1364.The geoid height was determined by GEOID03.
 SS1364
 SS1364.The dynamic height is computed by dividing the NAVD 88
 SS1364.geopotential number by the normal gravity value computed on the
 SS1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1364.degrees latitude (g = 980.6199 gals.).
 SS1364
 SS1364.The modeled gravity was interpolated from observed gravity values.
 SS1364
 SS1364;                    North         East    Units  Estimated Accuracy
 SS1364;SPC MT       -   361,250.      472,080.      MT  (+/- 180 meters Scaled)
 SS1364
 SS1364                          SUPERSEDED SURVEY CONTROL
 SS1364
 SS1364.No superseded survey control is available for this station.
 SS1364
 SS1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT850594(NAD 83)
 SS1364_MARKER: I = METAL ROD
 SS1364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1364_SP_SET: STAINLESS STEEL ROD
 SS1364_STAMPING: D 535 1980
 SS1364_PROJECTION: FLUSH
 SS1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1364_ROD/PIPE-DEPTH: 7.3  meters
 SS1364
 SS1364  HISTORY     - Date     Condition        Report By
 SS1364  HISTORY     - 1980     MONUMENTED       NGS
 SS1364
 SS1364                          STATION DESCRIPTION
 SS1364
 SS1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1364'1.4 KM SE FROM GREAT FALLS.
 SS1364'1.4 KM (0.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE BY-PASS
 SS1364'JUNCTION OF U.S. HIGHWAYS 87 AND 89 AT THE SOUTHEAST EDGE OF GREAT
 SS1364'FALLS, 23.3 METERS (76.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY
 SS1364'AND 9.0 METERS (29.6 FT) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD.
 SS1364'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1364'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 SS1364'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0653 ***********************************************************************
 RV0653  DESIGNATION -  D 536
 RV0653  PID         -  RV0653
 RV0653  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0653  USGS QUAD   -  RYEGATE EAST (1986)
 RV0653
 RV0653                         *CURRENT SURVEY CONTROL
 RV0653  ___________________________________________________________________
 RV0653* NAD 83(1986)-  46 17 52.     (N)    109 14 07.     (W)     SCALED    
 RV0653* NAVD 88     -      1106.919  (meters)    3631.62   (feet)  ADJUSTED  
 RV0653  ___________________________________________________________________
 RV0653  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 RV0653  DYNAMIC HT  -        1106.733 (meters)    3631.01  (feet)  COMP
 RV0653  MODELED GRAV-     980,408.7   (mgal)                       NAVD 88
 RV0653
 RV0653  VERT ORDER  -  FIRST     CLASS II
 RV0653
 RV0653.The horizontal coordinates were scaled from a topographic map and have
 RV0653.an estimated accuracy of +/- 6 seconds.
 RV0653
 RV0653.The orthometric height was determined by differential leveling
 RV0653.and adjusted by the National Geodetic Survey in June 1991..
 RV0653
 RV0653.The geoid height was determined by GEOID03.
 RV0653
 RV0653.The dynamic height is computed by dividing the NAVD 88
 RV0653.geopotential number by the normal gravity value computed on the
 RV0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0653.degrees latitude (g = 980.6199 gals.).
 RV0653
 RV0653.The modeled gravity was interpolated from observed gravity values.
 RV0653
 RV0653;                    North         East    Units  Estimated Accuracy
 RV0653;SPC MT       -   227,600.      620,390.      MT  (+/- 180 meters Scaled)
 RV0653
 RV0653                          SUPERSEDED SURVEY CONTROL
 RV0653
 RV0653.No superseded survey control is available for this station.
 RV0653
 RV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS359286(NAD 83)
 RV0653_MARKER: I = METAL ROD
 RV0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0653_SP_SET: STAINLESS STEEL ROD
 RV0653_STAMPING: D 536 1980
 RV0653_MARK LOGO: NGS   
 RV0653_PROJECTION: FLUSH
 RV0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0653_ROD/PIPE-DEPTH: 11.0 meters
 RV0653
 RV0653  HISTORY     - Date     Condition        Report By
 RV0653  HISTORY     - 1980     MONUMENTED       NGS
 RV0653
 RV0653                          STATION DESCRIPTION
 RV0653
 RV0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0653'1.7 KM (1.05 MI) NE FROM RYEGATE.
 RV0653'1.7 KM (1.05 MI) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE
 RV0653'IN RYEGATE, 0.2 KM (0.15 MI) WEST OF MILEPOST 131, 20.8 METERS (68.3
 RV0653'FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.9 METERS
 RV0653'(55.3 FT) NORTHEAST OF THE CENTER OF A CATTLE GUARD AND 2.0 METERS
 RV0653'(6.7 FT) NORTHEAST OF A GATE POST.  NOTE=ACCESS TO THE DATUM POINT
 RV0653'IS THROUGH A 5-INCH LOGO CAP.
 RV0653'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 RV0653'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0669 ***********************************************************************
 RV0669  DESIGNATION -  D 537
 RV0669  PID         -  RV0669
 RV0669  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0669  USGS QUAD   -  LAVINA (1979)
 RV0669
 RV0669                         *CURRENT SURVEY CONTROL
 RV0669  ___________________________________________________________________
 RV0669* NAD 83(1986)-  46 17 27.     (N)    108 56 12.     (W)     SCALED    
 RV0669* NAVD 88     -      1047.558  (meters)    3436.86   (feet)  ADJUSTED  
 RV0669  ___________________________________________________________________
 RV0669  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 RV0669  DYNAMIC HT  -        1047.384 (meters)    3436.29  (feet)  COMP
 RV0669  MODELED GRAV-     980,412.8   (mgal)                       NAVD 88
 RV0669
 RV0669  VERT ORDER  -  FIRST     CLASS II
 RV0669
 RV0669.The horizontal coordinates were scaled from a topographic map and have
 RV0669.an estimated accuracy of +/- 6 seconds.
 RV0669
 RV0669.The orthometric height was determined by differential leveling
 RV0669.and adjusted by the National Geodetic Survey in June 1991..
 RV0669
 RV0669.The geoid height was determined by GEOID03.
 RV0669
 RV0669.The dynamic height is computed by dividing the NAVD 88
 RV0669.geopotential number by the normal gravity value computed on the
 RV0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0669.degrees latitude (g = 980.6199 gals.).
 RV0669
 RV0669.The modeled gravity was interpolated from observed gravity values.
 RV0669
 RV0669;                    North         East    Units  Estimated Accuracy
 RV0669;SPC MT       -   226,950.      643,390.      MT  (+/- 180 meters Scaled)
 RV0669
 RV0669                          SUPERSEDED SURVEY CONTROL
 RV0669
 RV0669.No superseded survey control is available for this station.
 RV0669
 RV0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS589284(NAD 83)
 RV0669_MARKER: DB = BENCH MARK DISK
 RV0669_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RV0669_SP_SET: ABUTMENT
 RV0669_STAMPING: D 537 1980
 RV0669_MARK LOGO: NGS   
 RV0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0669
 RV0669  HISTORY     - Date     Condition        Report By
 RV0669  HISTORY     - 1980     MONUMENTED       NGS
 RV0669
 RV0669                          STATION DESCRIPTION
 RV0669
 RV0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0669'0.6 KM (0.35 MI) SOUTH FROM LAVINA.
 RV0669'0.6 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 RV0669'LAVINA, AT A BRIDGE CROSSING THE MUSSELSHELL RIVER, IN THE NORTHWEST
 RV0669'BRIDGE ABUTMENT AND WALKWAY, 4.6 METERS (15.2 FT) WEST OF THE
 RV0669'CENTERLINE OF THE HIGHWAY AND 0.4 METER (1.3 FT) SOUTH OF THE
 RV0669'NORTHWEST END OF THE BRIDGE.
 RV0669'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0370 ***********************************************************************
 QW0370  DESIGNATION -  D 538
 QW0370  PID         -  QW0370
 QW0370  STATE/COUNTY-  MT/YELLOWSTONE
 QW0370  USGS QUAD   -  ROCK SPRING (1956)
 QW0370
 QW0370                         *CURRENT SURVEY CONTROL
 QW0370  ___________________________________________________________________
 QW0370* NAD 83(1986)-  45 57 35.     (N)    108 52 49.     (W)     SCALED    
 QW0370* NAVD 88     -      1182.436  (meters)    3879.38   (feet)  ADJUSTED  
 QW0370  ___________________________________________________________________
 QW0370  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 QW0370  DYNAMIC HT  -        1182.170 (meters)    3878.50  (feet)  COMP
 QW0370  MODELED GRAV-     980,349.3   (mgal)                       NAVD 88
 QW0370
 QW0370  VERT ORDER  -  FIRST     CLASS II
 QW0370
 QW0370.The horizontal coordinates were scaled from a topographic map and have
 QW0370.an estimated accuracy of +/- 6 seconds.
 QW0370
 QW0370.The orthometric height was determined by differential leveling
 QW0370.and adjusted by the National Geodetic Survey in June 1991..
 QW0370
 QW0370.The geoid height was determined by GEOID03.
 QW0370
 QW0370.The dynamic height is computed by dividing the NAVD 88
 QW0370.geopotential number by the normal gravity value computed on the
 QW0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0370.degrees latitude (g = 980.6199 gals.).
 QW0370
 QW0370.The modeled gravity was interpolated from observed gravity values.
 QW0370
 QW0370;                    North         East    Units  Estimated Accuracy
 QW0370;SPC MT       -   190,190.      648,020.      MT  (+/- 180 meters Scaled)
 QW0370
 QW0370                          SUPERSEDED SURVEY CONTROL
 QW0370
 QW0370.No superseded survey control is available for this station.
 QW0370
 QW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR642917(NAD 83)
 QW0370_MARKER: I = METAL ROD
 QW0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0370_SP_SET: STAINLESS STEEL ROD
 QW0370_STAMPING: D 538 1980
 QW0370_MARK LOGO: NGS   
 QW0370_PROJECTION: FLUSH
 QW0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0370_ROD/PIPE-DEPTH: 4.3  meters
 QW0370
 QW0370  HISTORY     - Date     Condition        Report By
 QW0370  HISTORY     - 1980     MONUMENTED       NGS
 QW0370
 QW0370                          STATION DESCRIPTION
 QW0370
 QW0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0370'16.9 KM (10.5 MI) SOUTH FROM BROADVIEW.
 QW0370'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 QW0370'BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532, THENCE
 QW0370'15.4 KM (9.6 MI) SOUTH ALONG COUNTY ROAD 532, 9.3 METERS (30.5 FT)
 QW0370'WEST OF THE CENTER OF THE ROAD, 3.7 METERS (12.2 FT) SOUTH OF THE
 QW0370'CENTER OF A FIELD ROAD, 0.8 METER (2.5 FT) WEST OF A UTILITY POLE,
 QW0370'AND 0.7 METER (2.2 FT) SOUTH OF A FENCE CORNER.  NOTE=ACCESS TO THE
 QW0370'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0370'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 QW0370'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0470 ***********************************************************************
 TJ0470  DESIGNATION -  D 539
 TJ0470  PID         -  TJ0470
 TJ0470  STATE/COUNTY-  MT/PHILLIPS
 TJ0470  USGS QUAD   -  MALTA EAST (1987)
 TJ0470
 TJ0470                         *CURRENT SURVEY CONTROL
 TJ0470  ___________________________________________________________________
 TJ0470* NAD 83(1986)-  48 21 35.     (N)    107 50 56.     (W)     SCALED    
 TJ0470* NAVD 88     -       688.003  (meters)    2257.22   (feet)  ADJUSTED  
 TJ0470  ___________________________________________________________________
 TJ0470  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 TJ0470  DYNAMIC HT  -         688.086 (meters)    2257.50  (feet)  COMP
 TJ0470  MODELED GRAV-     980,709.3   (mgal)                       NAVD 88
 TJ0470
 TJ0470  VERT ORDER  -  FIRST     CLASS II
 TJ0470
 TJ0470.The horizontal coordinates were scaled from a topographic map and have
 TJ0470.an estimated accuracy of +/- 6 seconds.
 TJ0470
 TJ0470.The orthometric height was determined by differential leveling
 TJ0470.and adjusted by the National Geodetic Survey in June 1991..
 TJ0470
 TJ0470.The geoid height was determined by GEOID03.
 TJ0470
 TJ0470.The dynamic height is computed by dividing the NAVD 88
 TJ0470.geopotential number by the normal gravity value computed on the
 TJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0470.degrees latitude (g = 980.6199 gals.).
 TJ0470
 TJ0470.The modeled gravity was interpolated from observed gravity values.
 TJ0470
 TJ0470;                    North         East    Units  Estimated Accuracy
 TJ0470;SPC MT       -   457,970.      722,310.      MT  (+/- 180 meters Scaled)
 TJ0470
 TJ0470                          SUPERSEDED SURVEY CONTROL
 TJ0470
 TJ0470.No superseded survey control is available for this station.
 TJ0470
 TJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP889602(NAD 83)
 TJ0470_MARKER: I = METAL ROD
 TJ0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0470_SP_SET: STAINLESS STEEL ROD
 TJ0470_STAMPING: D 539 1980
 TJ0470_MARK LOGO: NGS   
 TJ0470_PROJECTION: FLUSH
 TJ0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0470_ROD/PIPE-DEPTH: 9.4  meters
 TJ0470
 TJ0470  HISTORY     - Date     Condition        Report By
 TJ0470  HISTORY     - 1980     MONUMENTED       NGS
 TJ0470  HISTORY     - 1982     GOOD             NGS
 TJ0470
 TJ0470                          STATION DESCRIPTION
 TJ0470
 TJ0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0470'1.7 KM (1.05 MI) EAST FROM MALTA.
 TJ0470'1.7 KM (1.05 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0470'RAILROAD STATION IN MALTA, 0.1 KM (0.05 MI) WEST OF MILE POST 473,
 TJ0470'29.3 METERS (96.0 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING
 TJ0470'SOUTHWEST, 19.4 METERS (63.6 FT) NORTH OF THE NORTH RAIL OF THE
 TJ0470'MAIN TRACKS, 15.3 METERS (50.2 FT) SOUTH OF THE CENTERLINE OF U.S.
 TJ0470'HIGHWAY 2, AND 1.4 METERS (4.6 FT) WEST OF A TELEPHONE POLE.
 TJ0470'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0470'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 TJ0470'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TJ0470
 TJ0470                          STATION RECOVERY (1982)
 TJ0470
 TJ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TJ0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0008 ***********************************************************************
 TM0008  DESIGNATION -  D 54
 TM0008  PID         -  TM0008
 TM0008  STATE/COUNTY-  MT/GLACIER
 TM0008  USGS QUAD   -  CUT BANK (1980)
 TM0008
 TM0008                         *CURRENT SURVEY CONTROL
 TM0008  ___________________________________________________________________
 TM0008* NAD 83(1986)-  48 38 19.     (N)    112 19 52.     (W)     SCALED    
 TM0008* NAVD 88     -      1143.964  (meters)    3753.16   (feet)  ADJUSTED  
 TM0008  ___________________________________________________________________
 TM0008  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0008  DYNAMIC HT  -        1144.004 (meters)    3753.29  (feet)  COMP
 TM0008  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 TM0008
 TM0008  VERT ORDER  -  FIRST     CLASS II
 TM0008
 TM0008.The horizontal coordinates were scaled from a topographic map and have
 TM0008.an estimated accuracy of +/- 6 seconds.
 TM0008
 TM0008.The orthometric height was determined by differential leveling
 TM0008.and adjusted by the National Geodetic Survey in June 1991..
 TM0008
 TM0008.The geoid height was determined by GEOID03.
 TM0008
 TM0008.The dynamic height is computed by dividing the NAVD 88
 TM0008.geopotential number by the normal gravity value computed on the
 TM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0008.degrees latitude (g = 980.6199 gals.).
 TM0008
 TM0008.The modeled gravity was interpolated from observed gravity values.
 TM0008
 TM0008;                    North         East    Units  Estimated Accuracy
 TM0008;SPC MT       -   491,450.      391,440.      MT  (+/- 180 meters Scaled)
 TM0008
 TM0008                          SUPERSEDED SURVEY CONTROL
 TM0008
 TM0008  NGVD 29 (??/??/92) 1142.882  (m)         3749.61   (f) ADJ UNCH    1 2
 TM0008
 TM0008.Superseded values are not recommended for survey control.
 TM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0008.See file dsdata.txt to determine how the superseded data were derived.
 TM0008
 TM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU019881(NAD 83)
 TM0008_MARKER: DB = BENCH MARK DISK
 TM0008_SETTING: 0 = UNSPECIFIED SETTING
 TM0008_STAMPING: D 54 1933
 TM0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0008
 TM0008  HISTORY     - Date     Condition        Report By
 TM0008  HISTORY     - 1933     MONUMENTED       CGS
 TM0008  HISTORY     - 1960     MARK NOT FOUND   DOD
 TM0008
 TM0008                          STATION DESCRIPTION
 TM0008
 TM0008'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0008'IN CUT BANK.
 TM0008'AT CUT BANK, GLAZIER COUNTY, ON THE GREAT NORTHERN RAILWAY, 86 FEET
 TM0008'NORTHEAST OF THE STATION, 52 FEET NORTHEAST OF THE NORTHEAST TRACK,
 TM0008'AND 23 FEET NORTH OF A DWARF SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0494 ***********************************************************************
 TJ0494  DESIGNATION -  D 540
 TJ0494  PID         -  TJ0494
 TJ0494  STATE/COUNTY-  MT/VALLEY
 TJ0494  USGS QUAD   -  SACO (1984)
 TJ0494
 TJ0494                         *CURRENT SURVEY CONTROL
 TJ0494  ___________________________________________________________________
 TJ0494* NAD 83(1986)-  48 27 06.     (N)    107 16 45.     (W)     SCALED    
 TJ0494* NAVD 88     -       670.991  (meters)    2201.41   (feet)  ADJUSTED  
 TJ0494  ___________________________________________________________________
 TJ0494  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TJ0494  DYNAMIC HT  -         671.094 (meters)    2201.75  (feet)  COMP
 TJ0494  MODELED GRAV-     980,741.9   (mgal)                       NAVD 88
 TJ0494
 TJ0494  VERT ORDER  -  FIRST     CLASS II
 TJ0494
 TJ0494.The horizontal coordinates were scaled from a topographic map and have
 TJ0494.an estimated accuracy of +/- 6 seconds.
 TJ0494
 TJ0494.The orthometric height was determined by differential leveling
 TJ0494.and adjusted by the National Geodetic Survey in June 1991..
 TJ0494
 TJ0494.The geoid height was determined by GEOID03.
 TJ0494
 TJ0494.The dynamic height is computed by dividing the NAVD 88
 TJ0494.geopotential number by the normal gravity value computed on the
 TJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0494.degrees latitude (g = 980.6199 gals.).
 TJ0494
 TJ0494.The modeled gravity was interpolated from observed gravity values.
 TJ0494
 TJ0494;                    North         East    Units  Estimated Accuracy
 TJ0494;SPC MT       -   469,230.      764,210.      MT  (+/- 180 meters Scaled)
 TJ0494
 TJ0494                          SUPERSEDED SURVEY CONTROL
 TJ0494
 TJ0494.No superseded survey control is available for this station.
 TJ0494
 TJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP314690(NAD 83)
 TJ0494_MARKER: I = METAL ROD
 TJ0494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0494_SP_SET: STAINLESS STEEL ROD
 TJ0494_STAMPING: D 540 1980
 TJ0494_MARK LOGO: NGS   
 TJ0494_PROJECTION: FLUSH
 TJ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0494_ROD/PIPE-DEPTH: 7.3  meters
 TJ0494
 TJ0494  HISTORY     - Date     Condition        Report By
 TJ0494  HISTORY     - 1980     MONUMENTED       NGS
 TJ0494
 TJ0494                          STATION DESCRIPTION
 TJ0494
 TJ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0494'4.8 KM EAST FROM SACO.
 TJ0494'4.8 KM (3.0 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TJ0494'SACO, 1.6 KM (1.0 MI) EAST OF THE PHILLIPS-VALLEY COUNTY LINE, AT A
 TJ0494'DIRT CROSSROAD LEADING NORTH AND SOUTH, 24.1 METERS (79.0 FT) NORTH OF
 TJ0494'THE CENTERLINE OF THE HIGHWAY, 14.0 METERS (46.0 FT) SOUTH OF A
 TJ0494'UTILITY POLE WITH A METER BOX, 10.5 METERS (34.5 FT) WEST OF THE
 TJ0494'CENTER OF THE ROAD, 4.6 METERS (15.0 FT) NORTHEAST OF A GAS PIPELINE
 TJ0494'SIGN, 0.8 METERS (2.5 FT) NORTHWEST OF A UTILITY POLE, 0.8 METERS (2.5
 TJ0494'FT) SOUTHWEST OF A FENCE CORNER, AND 0.6 METERS (2.0 FT) SOUTH OF A
 TJ0494'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0494'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 TJ0494'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0516 ***********************************************************************
 TJ0516  DESIGNATION -  D 541
 TJ0516  PID         -  TJ0516
 TJ0516  STATE/COUNTY-  MT/VALLEY
 TJ0516  USGS QUAD   -  VANDALIA (1978)
 TJ0516
 TJ0516                         *CURRENT SURVEY CONTROL
 TJ0516  ___________________________________________________________________
 TJ0516* NAD 83(1986)-  48 20 54.     (N)    106 53 50.     (W)     SCALED    
 TJ0516* NAVD 88     -       646.602  (meters)    2121.39   (feet)  ADJUSTED  
 TJ0516  ___________________________________________________________________
 TJ0516  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TJ0516  DYNAMIC HT  -         646.680 (meters)    2121.65  (feet)  COMP
 TJ0516  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 TJ0516
 TJ0516  VERT ORDER  -  FIRST     CLASS II
 TJ0516
 TJ0516.The horizontal coordinates were scaled from a topographic map and have
 TJ0516.an estimated accuracy of +/- 6 seconds.
 TJ0516
 TJ0516.The orthometric height was determined by differential leveling
 TJ0516.and adjusted by the National Geodetic Survey in June 1991..
 TJ0516
 TJ0516.The geoid height was determined by GEOID03.
 TJ0516
 TJ0516.The dynamic height is computed by dividing the NAVD 88
 TJ0516.geopotential number by the normal gravity value computed on the
 TJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0516.degrees latitude (g = 980.6199 gals.).
 TJ0516
 TJ0516.The modeled gravity was interpolated from observed gravity values.
 TJ0516
 TJ0516;                    North         East    Units  Estimated Accuracy
 TJ0516;SPC MT       -   458,620.      792,820.      MT  (+/- 180 meters Scaled)
 TJ0516
 TJ0516                          SUPERSEDED SURVEY CONTROL
 TJ0516
 TJ0516.No superseded survey control is available for this station.
 TJ0516
 TJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP594567(NAD 83)
 TJ0516_MARKER: I = METAL ROD
 TJ0516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0516_SP_SET: STAINLESS STEEL ROD
 TJ0516_STAMPING: D 541 1980
 TJ0516_MARK LOGO: NGS   
 TJ0516_PROJECTION: FLUSH
 TJ0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0516_ROD/PIPE-DEPTH: 7.3  meters
 TJ0516
 TJ0516  HISTORY     - Date     Condition        Report By
 TJ0516  HISTORY     - 1980     MONUMENTED       NGS
 TJ0516
 TJ0516                          STATION DESCRIPTION
 TJ0516
 TJ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0516'19.7 KM (12.2 MI) EAST FROM HINSDALE.
 TJ0516'13.8 KM (8.6 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TJ0516'IN HINSDALE, THENCE 4.8 KM (3.0 MI) SOUTH ALONG A GRAVELED ROAD,
 TJ0516'THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 TJ0516'RAILROAD, AT THE JUNCTION OF A RAILROAD SIDING, ONE POLE SOUTHEAST
 TJ0516'OF RAILROAD MILE MARKER 294, 42.2 METERS (138.5 FT) EAST OF THE MILE
 TJ0516'MARKER, 18.8 METERS (61.6 FT) NORTHEAST OF THE NORTHEAST RAIL, AND
 TJ0516'13.1 METERS (43.0 FT) NORTHWEST OF A UTILITY POLE WITH TWO GUY WIRES.
 TJ0516'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0516'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 TJ0516'THE MARK IS 0.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0417 ***********************************************************************
 TH0417  DESIGNATION -  D 542
 TH0417  PID         -  TH0417
 TH0417  STATE/COUNTY-  MT/ROOSEVELT
 TH0417  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0417
 TH0417                         *CURRENT SURVEY CONTROL
 TH0417  ___________________________________________________________________
 TH0417* NAD 83(1986)-  48 04 48.     (N)    105 45 36.     (W)     SCALED    
 TH0417* NAVD 88     -       619.169  (meters)    2031.39   (feet)  ADJUSTED  
 TH0417  ___________________________________________________________________
 TH0417  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TH0417  DYNAMIC HT  -         619.241 (meters)    2031.63  (feet)  COMP
 TH0417  MODELED GRAV-     980,708.1   (mgal)                       NAVD 88
 TH0417
 TH0417  VERT ORDER  -  FIRST     CLASS II
 TH0417
 TH0417.The horizontal coordinates were scaled from a topographic map and have
 TH0417.an estimated accuracy of +/- 6 seconds.
 TH0417
 TH0417.The orthometric height was determined by differential leveling
 TH0417.and adjusted by the National Geodetic Survey in June 1991..
 TH0417
 TH0417.The geoid height was determined by GEOID03.
 TH0417
 TH0417.The dynamic height is computed by dividing the NAVD 88
 TH0417.geopotential number by the normal gravity value computed on the
 TH0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0417.degrees latitude (g = 980.6199 gals.).
 TH0417
 TH0417.The modeled gravity was interpolated from observed gravity values.
 TH0417
 TH0417;                    North         East    Units  Estimated Accuracy
 TH0417;SPC MT       -   432,240.      878,440.      MT  (+/- 180 meters Scaled)
 TH0417
 TH0417                          SUPERSEDED SURVEY CONTROL
 TH0417
 TH0417.No superseded survey control is available for this station.
 TH0417
 TH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP433254(NAD 83)
 TH0417_MARKER: I = METAL ROD
 TH0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0417_SP_SET: STAINLESS STEEL ROD
 TH0417_STAMPING: D 542 1980
 TH0417_MARK LOGO: NGS   
 TH0417_PROJECTION: FLUSH
 TH0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0417_ROD/PIPE-DEPTH: 7.3  meters
 TH0417
 TH0417  HISTORY     - Date     Condition        Report By
 TH0417  HISTORY     - 1980     MONUMENTED       NGS
 TH0417
 TH0417                          STATION DESCRIPTION
 TH0417
 TH0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0417'9.3 KM (5.8 MI) WEST FROM WOLF POINT.
 TH0417'9.3 KM (5.8 MI) WEST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TH0417'STATE HIGHWAY 13W IN WOLF POINT, AT A SIDE ROAD LEADING SOUTH,
 TH0417'49.1 METERS (161.0 FT) SOUTHEAST OF MILE POST 585, 48.6 METERS
 TH0417'(159.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 TH0417'8.1 METERS (26.7 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH.
 TH0417'NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM POINT IS
 TH0417'THROUGH A 5-INCH LOGO CAP.
 TH0417'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 TH0417'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0443 ***********************************************************************
 TH0443  DESIGNATION -  D 543
 TH0443  PID         -  TH0443
 TH0443  STATE/COUNTY-  MT/ROOSEVELT
 TH0443  USGS QUAD   -  POPLAR (1989)
 TH0443
 TH0443                         *CURRENT SURVEY CONTROL
 TH0443  ___________________________________________________________________
 TH0443* NAD 83(1986)-  48 06 53.     (N)    105 14 14.     (W)     SCALED    
 TH0443* NAVD 88     -       599.043  (meters)    1965.36   (feet)  ADJUSTED  
 TH0443  ___________________________________________________________________
 TH0443  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 TH0443  DYNAMIC HT  -         599.117 (meters)    1965.60  (feet)  COMP
 TH0443  MODELED GRAV-     980,716.1   (mgal)                       NAVD 88
 TH0443
 TH0443  VERT ORDER  -  FIRST     CLASS II
 TH0443
 TH0443.The horizontal coordinates were scaled from a topographic map and have
 TH0443.an estimated accuracy of +/- 6 seconds.
 TH0443
 TH0443.The orthometric height was determined by differential leveling
 TH0443.and adjusted by the National Geodetic Survey in June 1991..
 TH0443
 TH0443.The geoid height was determined by GEOID03.
 TH0443
 TH0443.The dynamic height is computed by dividing the NAVD 88
 TH0443.geopotential number by the normal gravity value computed on the
 TH0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0443.degrees latitude (g = 980.6199 gals.).
 TH0443
 TH0443.The modeled gravity was interpolated from observed gravity values.
 TH0443
 TH0443;                    North         East    Units  Estimated Accuracy
 TH0443;SPC MT       -   438,080.      917,120.      MT  (+/- 180 meters Scaled)
 TH0443
 TH0443                          SUPERSEDED SURVEY CONTROL
 TH0443
 TH0443.No superseded survey control is available for this station.
 TH0443
 TH0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP823290(NAD 83)
 TH0443_MARKER: I = METAL ROD
 TH0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0443_SP_SET: STAINLESS STEEL ROD
 TH0443_STAMPING: D 543 1980
 TH0443_MARK LOGO: NGS   
 TH0443_PROJECTION: FLUSH
 TH0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0443_ROD/PIPE-DEPTH: 7.3  meters
 TH0443
 TH0443  HISTORY     - Date     Condition        Report By
 TH0443  HISTORY     - 1980     MONUMENTED       NGS
 TH0443
 TH0443                          STATION DESCRIPTION
 TH0443
 TH0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0443'3.3 KM (2.05 MI) WEST FROM POPLAR.
 TH0443'3.3 KM (2.05 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM FORT PECK
 TH0443'TRIBAL HEADQUARTERS IN POPLAR, AT A SIDE ROAD LEADING NORTH,
 TH0443'36.0 METERS (118.0 FT) EAST OF A RAILROAD SIGNAL, 27.4 METERS
 TH0443'(90.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.9
 TH0443'METERS (68.5 FT) SOUTH-SOUTHEAST OF MILE POST 610, 18.9 METERS
 TH0443'(62.0 FT) NORTH-NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 TH0443'RAILROAD, AND 2.3 METERS (7.4 FT) SOUTHEAST OF UTILITY POLE NUMBER
 TH0443'A 37.  NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM
 TH0443'POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0443'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TH0443'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0453 ***********************************************************************
 TH0453  DESIGNATION -  D 544
 TH0453  PID         -  TH0453
 TH0453  STATE/COUNTY-  MT/ROOSEVELT
 TH0453  USGS QUAD   -  SPROLE (1989)
 TH0453
 TH0453                         *CURRENT SURVEY CONTROL
 TH0453  ___________________________________________________________________
 TH0453* NAD 83(1986)-  48 06 27.     (N)    105 05 44.     (W)     SCALED    
 TH0453* NAVD 88     -       598.777  (meters)    1964.49   (feet)  ADJUSTED  
 TH0453  ___________________________________________________________________
 TH0453  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 TH0453  DYNAMIC HT  -         598.848 (meters)    1964.72  (feet)  COMP
 TH0453  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 TH0453
 TH0453  VERT ORDER  -  FIRST     CLASS II
 TH0453
 TH0453.The horizontal coordinates were scaled from a topographic map and have
 TH0453.an estimated accuracy of +/- 6 seconds.
 TH0453
 TH0453.The orthometric height was determined by differential leveling
 TH0453.and adjusted by the National Geodetic Survey in June 1991..
 TH0453
 TH0453.The geoid height was determined by GEOID03.
 TH0453
 TH0453.The dynamic height is computed by dividing the NAVD 88
 TH0453.geopotential number by the normal gravity value computed on the
 TH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0453.degrees latitude (g = 980.6199 gals.).
 TH0453
 TH0453.The modeled gravity was interpolated from observed gravity values.
 TH0453
 TH0453;                    North         East    Units  Estimated Accuracy
 TH0453;SPC MT       -   437,860.      927,690.      MT  (+/- 180 meters Scaled)
 TH0453
 TH0453                          SUPERSEDED SURVEY CONTROL
 TH0453
 TH0453.No superseded survey control is available for this station.
 TH0453
 TH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP928282(NAD 83)
 TH0453_MARKER: DB = BENCH MARK DISK
 TH0453_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TH0453_SP_SET: ABUTMENT
 TH0453_STAMPING: D 544 1980
 TH0453_MARK LOGO: NGS   
 TH0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0453
 TH0453  HISTORY     - Date     Condition        Report By
 TH0453  HISTORY     - 1980     MONUMENTED       NGS
 TH0453
 TH0453                          STATION DESCRIPTION
 TH0453
 TH0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0453'7.4 KM (4.6 MI) EAST FROM POPLAR.
 TH0453'7.4 KM (4.6 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0453'TRIBAL HEADQUARTERS IN POPLAR, IN TOP OF THE NORTHWEST CORNER OF
 TH0453'THE WEST ABUTMENT OF RAILROAD BRIDGE NUMBER 202.1, AT RAILROAD MILE
 TH0453'POST 202, 0.7 KM (0.45 MI) WEST OF STATE HIGHWAY 251 LEADING NORTH,
 TH0453'1.4 METERS (4.7 FT) NORTH OF THE NEAR RAIL, AND 0.3 METER (1.0 FT)
 TH0453'EAST OF THE WEST END OF THE BRIDGE.
 TH0453'THE MARK IS 0.3 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0546 ***********************************************************************
 TH0546  DESIGNATION -  D 545
 TH0546  PID         -  TH0546
 TH0546  STATE/COUNTY-  MT/ROOSEVELT
 TH0546  USGS QUAD   -  MC CABE WEST (1983)
 TH0546
 TH0546                         *CURRENT SURVEY CONTROL
 TH0546  ___________________________________________________________________
 TH0546* NAD 83(1986)-  48 14 02.     (N)    104 29 54.     (W)     SCALED    
 TH0546* NAVD 88     -       668.929  (meters)    2194.64   (feet)  ADJUSTED  
 TH0546  ___________________________________________________________________
 TH0546  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 TH0546  DYNAMIC HT  -         669.015 (meters)    2194.93  (feet)  COMP
 TH0546  MODELED GRAV-     980,718.3   (mgal)                       NAVD 88
 TH0546
 TH0546  VERT ORDER  -  FIRST     CLASS II
 TH0546
 TH0546.The horizontal coordinates were scaled from a topographic map and have
 TH0546.an estimated accuracy of +/- 6 seconds.
 TH0546
 TH0546.The orthometric height was determined by differential leveling
 TH0546.and adjusted by the National Geodetic Survey in June 1991..
 TH0546
 TH0546.The geoid height was determined by GEOID03.
 TH0546
 TH0546.The dynamic height is computed by dividing the NAVD 88
 TH0546.geopotential number by the normal gravity value computed on the
 TH0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0546.degrees latitude (g = 980.6199 gals.).
 TH0546
 TH0546.The modeled gravity was interpolated from observed gravity values.
 TH0546
 TH0546;                    North         East    Units  Estimated Accuracy
 TH0546;SPC MT       -   454,550.      971,170.      MT  (+/- 180 meters Scaled)
 TH0546
 TH0546                          SUPERSEDED SURVEY CONTROL
 TH0546
 TH0546.No superseded survey control is available for this station.
 TH0546
 TH0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP372424(NAD 83)
 TH0546_MARKER: I = METAL ROD
 TH0546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0546_SP_SET: STAINLESS STEEL ROD
 TH0546_STAMPING: D 545 1980
 TH0546_MARK LOGO: NGS   
 TH0546_PROJECTION: FLUSH
 TH0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0546_ROD/PIPE-DEPTH: 6.7  meters
 TH0546
 TH0546  HISTORY     - Date     Condition        Report By
 TH0546  HISTORY     - 1980     MONUMENTED       NGS
 TH0546
 TH0546                          STATION DESCRIPTION
 TH0546
 TH0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0546'9.8 KM (6.1 MI) NORTH FROM CULBERTSON.
 TH0546'9.8 KM (6.1 MI) NORTH ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 TH0546'U.S. HIGHWAY 2 AND STATE HIGHWAY 16 IN CULBERTSON, AT THE EDGE OF
 TH0546'AN OPEN FIELD, 0.5 KM (0.3 MI) NORTH OF A CROSSROADS, 22.0 METERS
 TH0546'(72.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS
 TH0546'REACHED AT 22.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TH0546'LOGO CAP.
 TH0546'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TH0546'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0523 ***********************************************************************
 TH0523  DESIGNATION -  D 547
 TH0523  PID         -  TH0523
 TH0523  STATE/COUNTY-  MT/SHERIDAN
 TH0523  USGS QUAD   -  RESERVE (1988)
 TH0523
 TH0523                         *CURRENT SURVEY CONTROL
 TH0523  ___________________________________________________________________
 TH0523* NAD 83(1986)-  48 33 00.     (N)    104 27 15.     (W)     SCALED    
 TH0523* NAVD 88     -       613.667  (meters)    2013.34   (feet)  ADJUSTED  
 TH0523  ___________________________________________________________________
 TH0523  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TH0523  DYNAMIC HT  -         613.769 (meters)    2013.67  (feet)  COMP
 TH0523  MODELED GRAV-     980,758.1   (mgal)                       NAVD 88
 TH0523
 TH0523  VERT ORDER  -  FIRST     CLASS II
 TH0523
 TH0523.The horizontal coordinates were scaled from a topographic map and have
 TH0523.an estimated accuracy of +/- 6 seconds.
 TH0523
 TH0523.The orthometric height was determined by differential leveling
 TH0523.and adjusted by the National Geodetic Survey in June 1991..
 TH0523
 TH0523.The geoid height was determined by GEOID03.
 TH0523
 TH0523.The dynamic height is computed by dividing the NAVD 88
 TH0523.geopotential number by the normal gravity value computed on the
 TH0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0523.degrees latitude (g = 980.6199 gals.).
 TH0523
 TH0523.The modeled gravity was interpolated from observed gravity values.
 TH0523
 TH0523;                    North         East    Units  Estimated Accuracy
 TH0523;SPC MT       -   489,820.      972,180.      MT  (+/- 180 meters Scaled)
 TH0523
 TH0523                          SUPERSEDED SURVEY CONTROL
 TH0523
 TH0523.No superseded survey control is available for this station.
 TH0523
 TH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP402775(NAD 83)
 TH0523_MARKER: I = METAL ROD
 TH0523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0523_SP_SET: STAINLESS STEEL ROD
 TH0523_STAMPING: D 547 1981
 TH0523_MARK LOGO: NGS   
 TH0523_PROJECTION: FLUSH
 TH0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0523_ROD/PIPE-DEPTH: 4.9  meters
 TH0523
 TH0523  HISTORY     - Date     Condition        Report By
 TH0523  HISTORY     - 1981     MONUMENTED       NGS
 TH0523
 TH0523                          STATION DESCRIPTION
 TH0523
 TH0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0523'7.3 KM (4.55 MI) NORTH FROM MEDICINE LAKE.
 TH0523'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0523'MEDICINE LAKE, THENCE 6.8 KM (4.2 MI) NORTHERLY ALONG STATE HIGHWAY
 TH0523'16, 0.3 KM (0.2 MI) NORTH OF A GRAVELED CROSSROAD LEADING EAST-WEST,
 TH0523'33.8 METERS (111.0 FT) EAST OF MILE POST 60, 24.8 METERS (81.5 FT)
 TH0523'EAST OF THE CENTERLINE OF THE HIGHWAY, 14.8 METERS (48.5 FT) NORTH
 TH0523'OF A UTILITY POLE, AND 0.6 METERS (2.0 FT) WEST OF A WIRE FENCE.
 TH0523'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0523'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TH0523'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0497 ***********************************************************************
 TH0497  DESIGNATION -  D 548
 TH0497  PID         -  TH0497
 TH0497  STATE/COUNTY-  MT/SHERIDAN
 TH0497  USGS QUAD   -  RAYMOND (1983)
 TH0497
 TH0497                         *CURRENT SURVEY CONTROL
 TH0497  ___________________________________________________________________
 TH0497* NAD 83(1986)-  48 54 27.     (N)    104 34 20.     (W)     SCALED    
 TH0497* NAVD 88     -       728.136  (meters)    2388.89   (feet)  ADJUSTED  
 TH0497  ___________________________________________________________________
 TH0497  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TH0497  DYNAMIC HT  -         728.262 (meters)    2389.31  (feet)  COMP
 TH0497  MODELED GRAV-     980,758.9   (mgal)                       NAVD 88
 TH0497
 TH0497  VERT ORDER  -  FIRST     CLASS II
 TH0497
 TH0497.The horizontal coordinates were scaled from a topographic map and have
 TH0497.an estimated accuracy of +/- 6 seconds.
 TH0497
 TH0497.The orthometric height was determined by differential leveling
 TH0497.and adjusted by the National Geodetic Survey in June 1991..
 TH0497
 TH0497.The geoid height was determined by GEOID03.
 TH0497
 TH0497.The dynamic height is computed by dividing the NAVD 88
 TH0497.geopotential number by the normal gravity value computed on the
 TH0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0497.degrees latitude (g = 980.6199 gals.).
 TH0497
 TH0497.The modeled gravity was interpolated from observed gravity values.
 TH0497
 TH0497;                    North         East    Units  Estimated Accuracy
 TH0497;SPC MT       -   528,940.      960,980.      MT  (+/- 180 meters Scaled)
 TH0497
 TH0497                          SUPERSEDED SURVEY CONTROL
 TH0497
 TH0497.No superseded survey control is available for this station.
 TH0497
 TH0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ313172(NAD 83)
 TH0497_MARKER: I = METAL ROD
 TH0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0497_SP_SET: STAINLESS STEEL ROD
 TH0497_STAMPING: D 548 1981
 TH0497_MARK LOGO: NGS   
 TH0497_PROJECTION: FLUSH
 TH0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0497_ROD/PIPE-DEPTH: 7.3  meters
 TH0497
 TH0497  HISTORY     - Date     Condition        Report By
 TH0497  HISTORY     - 1981     MONUMENTED       NGS
 TH0497
 TH0497                          STATION DESCRIPTION
 TH0497
 TH0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0497'10.4 KM (6.45 MI) SOUTH FROM REGWAY.
 TH0497'10.4 KM (6.45 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE UNITED
 TH0497'STATES-CANADIAN BORDER AT REGWAY, AT A DIRT ROAD LEADING WEST, 13.0
 TH0497'METERS (42.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.3 METERS
 TH0497'(27.3 FT) SOUTH OF THE CENTER OF THE ROAD, AND 0.3 METER (1.0 FT) EAST
 TH0497'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TH0497'LOGO CAP.
 TH0497'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TH0497'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0567 ***********************************************************************
 TH0567  DESIGNATION -  D 549
 TH0567  PID         -  TH0567
 TH0567  STATE/COUNTY-  MT/ROOSEVELT
 TH0567  USGS QUAD   -  BAINVILLE (1983)
 TH0567
 TH0567                         *CURRENT SURVEY CONTROL
 TH0567  ___________________________________________________________________
 TH0567* NAD 83(1986)-  48 08 39.     (N)    104 09 00.     (W)     SCALED    
 TH0567* NAVD 88     -       631.630  (meters)    2072.27   (feet)  ADJUSTED  
 TH0567  ___________________________________________________________________
 TH0567  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TH0567  DYNAMIC HT  -         631.705 (meters)    2072.52  (feet)  COMP
 TH0567  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 TH0567
 TH0567  VERT ORDER  -  FIRST     CLASS II
 TH0567
 TH0567.The horizontal coordinates were scaled from a topographic map and have
 TH0567.an estimated accuracy of +/- 6 seconds.
 TH0567
 TH0567.The orthometric height was determined by differential leveling
 TH0567.and adjusted by the National Geodetic Survey in June 1991..
 TH0567
 TH0567.The geoid height was determined by GEOID03.
 TH0567
 TH0567.The dynamic height is computed by dividing the NAVD 88
 TH0567.geopotential number by the normal gravity value computed on the
 TH0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0567.degrees latitude (g = 980.6199 gals.).
 TH0567
 TH0567.The modeled gravity was interpolated from observed gravity values.
 TH0567
 TH0567;                    North         East    Units  Estimated Accuracy
 TH0567;SPC MT       -   446,310.      997,660.      MT  (+/- 180 meters Scaled)
 TH0567
 TH0567                          SUPERSEDED SURVEY CONTROL
 TH0567
 TH0567.No superseded survey control is available for this station.
 TH0567
 TH0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP632326(NAD 83)
 TH0567_MARKER: DB = BENCH MARK DISK
 TH0567_SETTING: 66 = SET IN ROCK OUTCROP
 TH0567_SP_SET: ROCK OUTCROP
 TH0567_STAMPING: D 549 1981
 TH0567_MARK LOGO: NGS   
 TH0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TH0567+STABILITY: POSITION/ELEVATION WELL
 TH0567
 TH0567  HISTORY     - Date     Condition        Report By
 TH0567  HISTORY     - 1981     MONUMENTED       NGS
 TH0567
 TH0567                          STATION DESCRIPTION
 TH0567
 TH0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0567'28.1 KM (17.45 MI) EAST FROM CULBERTSON.
 TH0567'28.1 KM (17.45 MI) EASTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0567'WITH STATE HIGHWAY 16 IN CULBERTSON, AT THE CENTER OF A HIGHWAY CUT AT
 TH0567'THE CREST OF A HILL, IN TOP OF THE EAST END OF A 2 BY 8 FT EXPOSED
 TH0567'AREA OF OUTCROPPING BEDROCK AND 17.5 METERS (57.5 FT) SOUTH OF THE
 TH0567'CENTERLINE OF THE HIGHWAY.
 TH0567'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TH0567'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0009 ***********************************************************************
 SU0009  DESIGNATION -  D 55
 SU0009  PID         -  SU0009
 SU0009  STATE/COUNTY-  MT/LAKE
 SU0009  USGS QUAD   -  ELMO (1964)
 SU0009
 SU0009                         *CURRENT SURVEY CONTROL
 SU0009  ___________________________________________________________________
 SU0009* NAD 83(1986)-  47 50 15.     (N)    114 19 02.     (W)     SCALED    
 SU0009* NAVD 88     -       899.471  (meters)    2951.01   (feet)  ADJUSTED  
 SU0009  ___________________________________________________________________
 SU0009  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU0009  DYNAMIC HT  -         899.453 (meters)    2950.96  (feet)  COMP
 SU0009  MODELED GRAV-     980,561.7   (mgal)                       NAVD 88
 SU0009
 SU0009  VERT ORDER  -  FIRST     CLASS II
 SU0009
 SU0009.The horizontal coordinates were scaled from a topographic map and have
 SU0009.an estimated accuracy of +/- 6 seconds.
 SU0009
 SU0009.The orthometric height was determined by differential leveling
 SU0009.and adjusted by the National Geodetic Survey in June 1991..
 SU0009
 SU0009.The geoid height was determined by GEOID03.
 SU0009
 SU0009.The dynamic height is computed by dividing the NAVD 88
 SU0009.geopotential number by the normal gravity value computed on the
 SU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0009.degrees latitude (g = 980.6199 gals.).
 SU0009
 SU0009.The modeled gravity was interpolated from observed gravity values.
 SU0009
 SU0009;                    North         East    Units  Estimated Accuracy
 SU0009;SPC MT       -   409,720.      239,790.      MT  (+/- 180 meters Scaled)
 SU0009
 SU0009                          SUPERSEDED SURVEY CONTROL
 SU0009
 SU0009  NGVD 29 (??/??/92)  898.369  (m)         2947.40   (f) ADJ UNCH    1 2
 SU0009
 SU0009.Superseded values are not recommended for survey control.
 SU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0009.See file dsdata.txt to determine how the superseded data were derived.
 SU0009
 SU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP007017(NAD 83)
 SU0009_MARKER: DB = BENCH MARK DISK
 SU0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0009_STAMPING: D 55 1933
 SU0009_PROJECTION: FLUSH
 SU0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0009+STABILITY: SURFACE MOTION
 SU0009
 SU0009  HISTORY     - Date     Condition        Report By
 SU0009  HISTORY     - 1933     MONUMENTED       CGS
 SU0009  HISTORY     - 1934     GOOD             NGS
 SU0009  HISTORY     - 1979     GOOD             NGS
 SU0009
 SU0009                          STATION DESCRIPTION
 SU0009
 SU0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SU0009'2.0 MI NE FROM ELMO.
 SU0009'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT
 SU0009'ELMO, LAKE COUNTY, 885 FEET EAST OF THE THIRD CONCRETE BRIDGE FROM
 SU0009'ELMO WHICH IS USED AS A CATTLE UNDERPASS, 50 FEET NORTH OF THE
 SU0009'CENTERLINE OF THE HIGHWAY, AND IN LINE WITH A FENCE.  A STANDARD DISK,
 SU0009'STAMPED D 55 1933 AND SET IN THE TOP OF A CONCRETE POST.
 SU0009
 SU0009                          STATION RECOVERY (1979)
 SU0009
 SU0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0009'1.5 MILES NORTHEAST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0009'STATE HIGHWAY 28 IN ELMO, SET IN A FIELD BETWEEN THE NEW HIGHWAY AND
 SU0009'THE OLD HIGHWAY GRADE, 300 FEET SOUTH-SOUTHWEST OF MILE POST 79, 287
 SU0009'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 84 FEET NORTH-NORTHWEST
 SU0009'OF POWER POLE NUMBER 175241, 50 FEET NORTH OF THE CENTER OF THE OLD
 SU0009'GRADE AND 15 FEET BELOW THE CENTERLINE OF HIGHWAY 93.
 SU0009'THE MARK IS 1 FT  S FROM A WITNESS POST.
 SU0009'THE MARK IS 1 FT ABOVE OLD HIGHWAY GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0276 ***********************************************************************
 SP0276  DESIGNATION -  D 550
 SP0276  PID         -  SP0276
 SP0276  STATE/COUNTY-  MT/RICHLAND
 SP0276  USGS QUAD   -  SAVAGE SW (1966)
 SP0276
 SP0276                         *CURRENT SURVEY CONTROL
 SP0276  ___________________________________________________________________
 SP0276* NAD 83(1986)-  47 22 02.     (N)    104 25 58.     (W)     SCALED    
 SP0276* NAVD 88     -       625.670  (meters)    2052.72   (feet)  ADJUSTED  
 SP0276  ___________________________________________________________________
 SP0276  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 SP0276  DYNAMIC HT  -         625.713 (meters)    2052.86  (feet)  COMP
 SP0276  MODELED GRAV-     980,659.5   (mgal)                       NAVD 88
 SP0276
 SP0276  VERT ORDER  -  FIRST     CLASS II
 SP0276
 SP0276.The horizontal coordinates were scaled from a topographic map and have
 SP0276.an estimated accuracy of +/- 6 seconds.
 SP0276
 SP0276.The orthometric height was determined by differential leveling
 SP0276.and adjusted by the National Geodetic Survey in June 1991..
 SP0276
 SP0276.The geoid height was determined by GEOID03.
 SP0276
 SP0276.The dynamic height is computed by dividing the NAVD 88
 SP0276.geopotential number by the normal gravity value computed on the
 SP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0276.degrees latitude (g = 980.6199 gals.).
 SP0276
 SP0276.The modeled gravity was interpolated from observed gravity values.
 SP0276
 SP0276;                    North         East    Units  Estimated Accuracy
 SP0276;SPC MT       -   358,750.      982,250.      MT  (+/- 180 meters Scaled)
 SP0276
 SP0276                          SUPERSEDED SURVEY CONTROL
 SP0276
 SP0276.No superseded survey control is available for this station.
 SP0276
 SP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN428461(NAD 83)
 SP0276_MARKER: I = METAL ROD
 SP0276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0276_SP_SET: STAINLESS STEEL ROD
 SP0276_STAMPING: D 550 1981
 SP0276_MARK LOGO: NGS   
 SP0276_PROJECTION: FLUSH
 SP0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0276_ROD/PIPE-DEPTH: 15.8 meters
 SP0276
 SP0276  HISTORY     - Date     Condition        Report By
 SP0276  HISTORY     - 1981     MONUMENTED       NGS
 SP0276
 SP0276                          STATION DESCRIPTION
 SP0276
 SP0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0276'12.4 KM (7.7 MI) SW FROM SAVAGE.
 SP0276'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0276'SAVAGE, THENCE 12.0 KM (7.45 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 16,
 SP0276'24.7 METERS (81.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.3
 SP0276'METERS (24.0 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND 0.3
 SP0276'METER (1.0 FT) SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT
 SP0276'IS THROUGH A 5-INCH LOGO CAP.
 SP0276'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 SP0276'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0251 ***********************************************************************
 SP0251  DESIGNATION -  D 551
 SP0251  PID         -  SP0251
 SP0251  STATE/COUNTY-  MT/DAWSON
 SP0251  USGS QUAD   -  GLENDIVE (1967)
 SP0251
 SP0251                         *CURRENT SURVEY CONTROL
 SP0251  ___________________________________________________________________
 SP0251* NAD 83(1986)-  47 03 25.     (N)    104 44 29.     (W)     SCALED    
 SP0251* NAVD 88     -       634.114  (meters)    2080.42   (feet)  ADJUSTED  
 SP0251  ___________________________________________________________________
 SP0251  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 SP0251  DYNAMIC HT  -         634.123 (meters)    2080.45  (feet)  COMP
 SP0251  MODELED GRAV-     980,607.0   (mgal)                       NAVD 88
 SP0251
 SP0251  VERT ORDER  -  FIRST     CLASS II
 SP0251
 SP0251.The horizontal coordinates were scaled from a topographic map and have
 SP0251.an estimated accuracy of +/- 6 seconds.
 SP0251
 SP0251.The orthometric height was determined by differential leveling
 SP0251.and adjusted by the National Geodetic Survey in June 1991..
 SP0251
 SP0251.The geoid height was determined by GEOID03.
 SP0251
 SP0251.The dynamic height is computed by dividing the NAVD 88
 SP0251.geopotential number by the normal gravity value computed on the
 SP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0251.degrees latitude (g = 980.6199 gals.).
 SP0251
 SP0251.The modeled gravity was interpolated from observed gravity values.
 SP0251
 SP0251;                    North         East    Units  Estimated Accuracy
 SP0251;SPC MT       -   322,880.      961,100.      MT  (+/- 180 meters Scaled)
 SP0251
 SP0251                          SUPERSEDED SURVEY CONTROL
 SP0251
 SP0251.No superseded survey control is available for this station.
 SP0251
 SP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN196115(NAD 83)
 SP0251_MARKER: I = METAL ROD
 SP0251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0251_SP_SET: STAINLESS STEEL ROD
 SP0251_STAMPING: D 551 1981
 SP0251_MARK LOGO: NGS   
 SP0251_PROJECTION: FLUSH
 SP0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0251_ROD/PIPE-DEPTH: 8.5  meters
 SP0251
 SP0251  HISTORY     - Date     Condition        Report By
 SP0251  HISTORY     - 1981     MONUMENTED       NGS
 SP0251
 SP0251                          STATION DESCRIPTION
 SP0251
 SP0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0251'6.0 KM (3.75 MI) SOUTH FROM GLENDIVE.
 SP0251'6.0 KM (3.75 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SP0251'RAILROAD STATION IN GLENDIVE, AT RAILROAD BRIDGE NUMBER 3, 13.3 METERS
 SP0251'(43.5 FT) EAST OF THE NEAR RAIL, 12.3 METERS (40.5 FT) SOUTHEAST OF
 SP0251'THE SOUTHEAST CORNER OF THE BRIDGE AND 1.2 METERS (4.0 FT) SOUTH OF A
 SP0251'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 SP0251'CAP.
 SP0251'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SP0251'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0365 ***********************************************************************
 RT0365  DESIGNATION -  D 552
 RT0365  PID         -  RT0365
 RT0365  STATE/COUNTY-  MT/CUSTER
 RT0365  USGS QUAD   -  MILES CITY (1980)
 RT0365
 RT0365                         *CURRENT SURVEY CONTROL
 RT0365  ___________________________________________________________________
 RT0365* NAD 83(1986)-  46 25 09.     (N)    105 49 38.     (W)     SCALED    
 RT0365* NAVD 88     -       717.201  (meters)    2353.02   (feet)  ADJUSTED  
 RT0365  ___________________________________________________________________
 RT0365  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RT0365  DYNAMIC HT  -         717.153 (meters)    2352.86  (feet)  COMP
 RT0365  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 RT0365
 RT0365  VERT ORDER  -  FIRST     CLASS II
 RT0365
 RT0365.The horizontal coordinates were scaled from a topographic map and have
 RT0365.an estimated accuracy of +/- 6 seconds.
 RT0365
 RT0365.The orthometric height was determined by differential leveling
 RT0365.and adjusted by the National Geodetic Survey in June 1991..
 RT0365
 RT0365.The geoid height was determined by GEOID03.
 RT0365
 RT0365.The dynamic height is computed by dividing the NAVD 88
 RT0365.geopotential number by the normal gravity value computed on the
 RT0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0365.degrees latitude (g = 980.6199 gals.).
 RT0365
 RT0365.The modeled gravity was interpolated from observed gravity values.
 RT0365
 RT0365;                    North         East    Units  Estimated Accuracy
 RT0365;SPC MT       -   247,660.      882,090.      MT  (+/- 180 meters Scaled)
 RT0365
 RT0365                          SUPERSEDED SURVEY CONTROL
 RT0365
 RT0365.No superseded survey control is available for this station.
 RT0365
 RT0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM364409(NAD 83)
 RT0365_MARKER: I = METAL ROD
 RT0365_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RT0365_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RT0365_STAMPING: D 552 1981
 RT0365_MARK LOGO: NGS   
 RT0365_PROJECTION: FLUSH
 RT0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0365+STABILITY: POSITION/ELEVATION WELL
 RT0365_ROD/PIPE-DEPTH: 12.8 meters
 RT0365_SLEEVE-DEPTH  : 12.2 meters
 RT0365
 RT0365  HISTORY     - Date     Condition        Report By
 RT0365  HISTORY     - 1981     MONUMENTED       NGS
 RT0365  HISTORY     - 1985     GOOD             NGS
 RT0365
 RT0365                          STATION DESCRIPTION
 RT0365
 RT0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0365'2.5 KM (1.55 MI) NE FROM MILES CITY.
 RT0365'2.5 KM (1.55 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0365'FROM THE RAILROAD STATION IN MILES CITY, 32.9 METERS (108.0 FT)
 RT0365'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 10, 16.3 METERS (53.5 FT)
 RT0365'SOUTHEAST OF THE NEAR RAIL AND 3.7 METERS (12.0 FT) NORTHEAST OF A
 RT0365'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RT0365'CAP.
 RT0365'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RT0365'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RT0365
 RT0365                          STATION RECOVERY (1985)
 RT0365
 RT0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RT0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0396 ***********************************************************************
 QW0396  DESIGNATION -  D 553
 QW0396  PID         -  QW0396
 QW0396  STATE/COUNTY-  MT/YELLOWSTONE
 QW0396  USGS QUAD   -  MOSSMAIN (1969)
 QW0396
 QW0396                         *CURRENT SURVEY CONTROL
 QW0396  ___________________________________________________________________
 QW0396* NAD 83(1986)-  45 43 02.     (N)    108 38 07.     (W)     SCALED    
 QW0396* NAVD 88     -       979.830  (meters)    3214.66   (feet)  ADJUSTED  
 QW0396  ___________________________________________________________________
 QW0396  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 QW0396  DYNAMIC HT  -         979.624 (meters)    3213.98  (feet)  COMP
 QW0396  MODELED GRAV-     980,372.0   (mgal)                       NAVD 88
 QW0396
 QW0396  VERT ORDER  -  FIRST     CLASS II
 QW0396
 QW0396.The horizontal coordinates were scaled from a topographic map and have
 QW0396.an estimated accuracy of +/- 6 seconds.
 QW0396
 QW0396.The orthometric height was determined by differential leveling
 QW0396.and adjusted by the National Geodetic Survey in June 1991..
 QW0396
 QW0396.The geoid height was determined by GEOID03.
 QW0396
 QW0396.The dynamic height is computed by dividing the NAVD 88
 QW0396.geopotential number by the normal gravity value computed on the
 QW0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0396.degrees latitude (g = 980.6199 gals.).
 QW0396
 QW0396.The modeled gravity was interpolated from observed gravity values.
 QW0396
 QW0396;                    North         East    Units  Estimated Accuracy
 QW0396;SPC MT       -   163,430.      667,300.      MT  (+/- 180 meters Scaled)
 QW0396
 QW0396                          SUPERSEDED SURVEY CONTROL
 QW0396
 QW0396.No superseded survey control is available for this station.
 QW0396
 QW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR840653(NAD 83)
 QW0396_MARKER: I = METAL ROD
 QW0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0396_SP_SET: STAINLESS STEEL ROD
 QW0396_STAMPING: D 553 1981
 QW0396_MARK LOGO: NGS   
 QW0396_PROJECTION: FLUSH
 QW0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0396_ROD/PIPE-DEPTH: 8.2  meters
 QW0396
 QW0396  HISTORY     - Date     Condition        Report By
 QW0396  HISTORY     - 1981     MONUMENTED       NGS
 QW0396
 QW0396                          STATION DESCRIPTION
 QW0396
 QW0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0396'11.7 KM (7.3 MI) NE FROM LAUREL.
 QW0396'11.7 KM (7.3 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0396'FROM THE RAILROAD STATION IN LAUREL, OR 12.9 KM (8.0 MI) SOUTHWESTERLY
 QW0396'ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE RAILROAD STATION IN
 QW0396'BILLINGS, 0.6 KM (0.35 MI) SOUTHWEST OF HIGHWAY MILE POST 442, AT A
 QW0396'DOUBLE UTILITY POLE WITH 4 GUY WIRES, 97.5 METERS (320.0 FT) SOUTHEAST
 QW0396'OF THE NEAR RAIL, 13.2 METERS (43.4 FT) NORTHWEST OF THE CENTERLINE OF
 QW0396'THE WEST BOUND LANES OF INTERSTATE HIGHWAY 90, AND 1.0 METER (3.4 FT)
 QW0396'SOUTHEAST OF UTILITY POLE NUMBER 8.  NOTE=ACCESS TO THE DATUM POINT IS
 QW0396'THROUGH A 5-INCH LOGO CAP.
 QW0396'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 QW0396'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0416 ***********************************************************************
 RU0416  DESIGNATION -  D 554
 RU0416  PID         -  RU0416
 RU0416  STATE/COUNTY-  MT/YELLOWSTONE
 RU0416  USGS QUAD   -  WACO (1980)
 RU0416
 RU0416                         *CURRENT SURVEY CONTROL
 RU0416  ___________________________________________________________________
 RU0416* NAD 83(1986)-  46 05 50.     (N)    107 39 47.     (W)     SCALED    
 RU0416* NAVD 88     -       850.985  (meters)    2791.94   (feet)  ADJUSTED  
 RU0416  ___________________________________________________________________
 RU0416  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 RU0416  DYNAMIC HT  -         850.857 (meters)    2791.52  (feet)  COMP
 RU0416  MODELED GRAV-     980,436.9   (mgal)                       NAVD 88
 RU0416
 RU0416  VERT ORDER  -  FIRST     CLASS II
 RU0416
 RU0416.The horizontal coordinates were scaled from a topographic map and have
 RU0416.an estimated accuracy of +/- 6 seconds.
 RU0416
 RU0416.The orthometric height was determined by differential leveling
 RU0416.and adjusted by the National Geodetic Survey in June 1991..
 RU0416
 RU0416.The geoid height was determined by GEOID03.
 RU0416
 RU0416.The dynamic height is computed by dividing the NAVD 88
 RU0416.geopotential number by the normal gravity value computed on the
 RU0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0416.degrees latitude (g = 980.6199 gals.).
 RU0416
 RU0416.The modeled gravity was interpolated from observed gravity values.
 RU0416
 RU0416;                    North         East    Units  Estimated Accuracy
 RU0416;SPC MT       -   206,940.      741,970.      MT  (+/- 180 meters Scaled)
 RU0416
 RU0416                          SUPERSEDED SURVEY CONTROL
 RU0416
 RU0416.No superseded survey control is available for this station.
 RU0416
 RU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM941082(NAD 83)
 RU0416_MARKER: I = METAL ROD
 RU0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0416_SP_SET: STAINLESS STEEL ROD
 RU0416_STAMPING: D 554 1981
 RU0416_MARK LOGO: NGS   
 RU0416_PROJECTION: FLUSH
 RU0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0416_ROD/PIPE-DEPTH: 9.8  meters
 RU0416
 RU0416  HISTORY     - Date     Condition        Report By
 RU0416  HISTORY     - 1981     MONUMENTED       NGS
 RU0416
 RU0416                          STATION DESCRIPTION
 RU0416
 RU0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0416'9.3 KM (5.75 MI) SW FROM CUSTER.
 RU0416'9.3 KM (5.75 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0416'FROM THE RAILROAD STATION IN CUSTER, 0.3 KM (0.2 MI) NORTHEAST OF
 RU0416'HIGHWAY MILE POST 512, 87.2 METERS (286.0 FT) SOUTH OF MILE POST 178,
 RU0416'79.6 METERS (261.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, 25.3 METERS
 RU0416'(83.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 10 AND
 RU0416'312, 21.0 METERS (69.0 FT) EAST-NORTHEAST OF A FENCE CORNER, 19.2
 RU0416'METERS (63.0 FT) WEST-SOUTHWEST OF A FENCE CORNER, AND 6.7 METERS
 RU0416'(22.0 FT) NORTHEAST OF THE CENTER OF A GATE AND FIELD ENTRANCE ROAD.
 RU0416'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0416'THE MARK IS 0.5 METERS  NNW FROM  A WITNESS POST AND FENCE
 RU0416'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0440 ***********************************************************************
 RU0440  DESIGNATION -  D 555
 RU0440  PID         -  RU0440
 RU0440  STATE/COUNTY-  MT/TREASURE
 RU0440  USGS QUAD   -  HYSHAM (1983)
 RU0440
 RU0440                         *CURRENT SURVEY CONTROL
 RU0440  ___________________________________________________________________
 RU0440* NAD 83(1986)-  46 15 15.     (N)    107 13 50.     (W)     SCALED    
 RU0440* NAVD 88     -       848.939  (meters)    2785.23   (feet)  ADJUSTED  
 RU0440  ___________________________________________________________________
 RU0440  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 RU0440  DYNAMIC HT  -         848.836 (meters)    2784.89  (feet)  COMP
 RU0440  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 RU0440
 RU0440  VERT ORDER  -  FIRST     CLASS II
 RU0440
 RU0440.The horizontal coordinates were scaled from a topographic map and have
 RU0440.an estimated accuracy of +/- 6 seconds.
 RU0440
 RU0440.The orthometric height was determined by differential leveling
 RU0440.and adjusted by the National Geodetic Survey in June 1991..
 RU0440
 RU0440.The geoid height was determined by GEOID03.
 RU0440
 RU0440.The dynamic height is computed by dividing the NAVD 88
 RU0440.geopotential number by the normal gravity value computed on the
 RU0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0440.degrees latitude (g = 980.6199 gals.).
 RU0440
 RU0440.The modeled gravity was interpolated from observed gravity values.
 RU0440
 RU0440;                    North         East    Units  Estimated Accuracy
 RU0440;SPC MT       -   225,250.      774,880.      MT  (+/- 180 meters Scaled)
 RU0440
 RU0440                          SUPERSEDED SURVEY CONTROL
 RU0440
 RU0440.No superseded survey control is available for this station.
 RU0440
 RU0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM280247(NAD 83)
 RU0440_MARKER: I = METAL ROD
 RU0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0440_SP_SET: STAINLESS STEEL ROD
 RU0440_STAMPING: D 555 1981
 RU0440_MARK LOGO: NGS   
 RU0440_PROJECTION: FLUSH
 RU0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0440_ROD/PIPE-DEPTH: 4.9  meters
 RU0440
 RU0440  HISTORY     - Date     Condition        Report By
 RU0440  HISTORY     - 1981     MONUMENTED       NGS
 RU0440
 RU0440                          STATION DESCRIPTION
 RU0440
 RU0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0440'6.0 KM (3.75 MI) SW FROM HYSHAM.
 RU0440'1.0 KM (0.6 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0440'THE RAILROAD STATION IN HYSHAM, THENCE 4.1 KM (2.55 MI) SOUTH ALONG A
 RU0440'PAVED ROAD, THENCE 1.0 KM (0.6 MI) SOUTHWESTERLY ALONG INTERSTATE
 RU0440'HIGHWAY 94, 0.6 KM (0.35 MI) NORTHEAST OF MILE POST 67, 1.0 KM (0.6
 RU0440'MI) SOUTHWEST OF EXIT 68 OVERPASS, 28.2 METERS (92.6 FT) SOUTHEAST OF
 RU0440'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND 1.0 METER
 RU0440'(3.2 FT) NORTH OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 RU0440'THROUGH A 5-INCH LOGO CAP.
 RU0440'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 RU0440'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0465 ***********************************************************************
 RU0465  DESIGNATION -  D 556
 RU0465  PID         -  RU0465
 RU0465  STATE/COUNTY-  MT/ROSEBUD
 RU0465  USGS QUAD   -  ROSEBUD (1968)
 RU0465
 RU0465                         *CURRENT SURVEY CONTROL
 RU0465  ___________________________________________________________________
 RU0465* NAD 83(1986)-  46 16 03.     (N)    106 23 37.     (W)     SCALED    
 RU0465* NAVD 88     -       816.140  (meters)    2677.62   (feet)  ADJUSTED  
 RU0465  ___________________________________________________________________
 RU0465  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RU0465  DYNAMIC HT  -         816.061 (meters)    2677.36  (feet)  COMP
 RU0465  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 RU0465
 RU0465  VERT ORDER  -  FIRST     CLASS II
 RU0465
 RU0465.The horizontal coordinates were scaled from a topographic map and have
 RU0465.an estimated accuracy of +/- 6 seconds.
 RU0465
 RU0465.The orthometric height was determined by differential leveling
 RU0465.and adjusted by the National Geodetic Survey in June 1991..
 RU0465
 RU0465.The geoid height was determined by GEOID03.
 RU0465
 RU0465.The dynamic height is computed by dividing the NAVD 88
 RU0465.geopotential number by the normal gravity value computed on the
 RU0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0465.degrees latitude (g = 980.6199 gals.).
 RU0465
 RU0465.The modeled gravity was interpolated from observed gravity values.
 RU0465
 RU0465;                    North         East    Units  Estimated Accuracy
 RU0465;SPC MT       -   228,940.      839,280.      MT  (+/- 180 meters Scaled)
 RU0465
 RU0465                          SUPERSEDED SURVEY CONTROL
 RU0465
 RU0465.No superseded survey control is available for this station.
 RU0465
 RU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM926247(NAD 83)
 RU0465_MARKER: DB = BENCH MARK DISK
 RU0465_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RU0465_SP_SET: BRIDGE PIER
 RU0465_STAMPING: D 556 1981
 RU0465_MARK LOGO: NGS   
 RU0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0465
 RU0465  HISTORY     - Date     Condition        Report By
 RU0465  HISTORY     - 1981     MONUMENTED       NGS
 RU0465
 RU0465                          STATION DESCRIPTION
 RU0465
 RU0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0465'4.7 KM (2.9 MI) EAST FROM ROSEBUD.
 RU0465'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0465'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 2.1
 RU0465'KM (1.3 MI) SOUTHEAST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0465'ROAD), THENCE 2.3 KM (1.4 MI) EAST ALONG OLD U.S. HIGHWAYS 10 AND 12
 RU0465'(FRONTAGE ROAD), THENCE 0.1 KM (0.05 MI) NORTH ALONG A GRAVELED ROAD,
 RU0465'0.4 KM (0.25 MI) WEST OF MILE POST 582, SET VERTICALLY IN THE EAST
 RU0465'FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE EAST BOUND OF
 RU0465'INTERSTATE HIGHWAY 94 OVERPASS, AND 4.5 METERS (14.8 FT) WEST OF THE
 RU0465'CENTER OF A GRAVELED ROAD.
 RU0465'THE MARK IS 1.3 M ABOVE THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0401 ***********************************************************************
 RT0401  DESIGNATION -  D 557
 RT0401  PID         -  RT0401
 RT0401  STATE/COUNTY-  MT/CUSTER
 RT0401  USGS QUAD   -  PADDY FAY CREEK (1968)
 RT0401
 RT0401                         *CURRENT SURVEY CONTROL
 RT0401  ___________________________________________________________________
 RT0401* NAD 83(1986)-  46 22 24.     (N)    105 52 20.     (W)     SCALED    
 RT0401* NAVD 88     -       728.213  (meters)    2389.15   (feet)  ADJUSTED  
 RT0401  ___________________________________________________________________
 RT0401  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RT0401  DYNAMIC HT  -         728.159 (meters)    2388.97  (feet)  COMP
 RT0401  MODELED GRAV-     980,516.2   (mgal)                       NAVD 88
 RT0401
 RT0401  VERT ORDER  -  FIRST     CLASS II
 RT0401
 RT0401.The horizontal coordinates were scaled from a topographic map and have
 RT0401.an estimated accuracy of +/- 6 seconds.
 RT0401
 RT0401.The orthometric height was determined by differential leveling
 RT0401.and adjusted by the National Geodetic Survey in June 1991..
 RT0401
 RT0401.The geoid height was determined by GEOID03.
 RT0401
 RT0401.The dynamic height is computed by dividing the NAVD 88
 RT0401.geopotential number by the normal gravity value computed on the
 RT0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0401.degrees latitude (g = 980.6199 gals.).
 RT0401
 RT0401.The modeled gravity was interpolated from observed gravity values.
 RT0401
 RT0401;                    North         East    Units  Estimated Accuracy
 RT0401;SPC MT       -   242,410.      878,870.      MT  (+/- 180 meters Scaled)
 RT0401
 RT0401                          SUPERSEDED SURVEY CONTROL
 RT0401
 RT0401.No superseded survey control is available for this station.
 RT0401
 RT0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM329358(NAD 83)
 RT0401_MARKER: DB = BENCH MARK DISK
 RT0401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RT0401_SP_SET: BRIDGE PIER
 RT0401_STAMPING: D 557 1981
 RT0401_MARK LOGO: NGS   
 RT0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0401
 RT0401  HISTORY     - Date     Condition        Report By
 RT0401  HISTORY     - 1981     MONUMENTED       NGS
 RT0401
 RT0401                          STATION DESCRIPTION
 RT0401
 RT0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0401'4.0 KM (2.5 MI) SW FROM MILES CITY.
 RT0401'2.6 KM (1.6 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0401'FROM THE RAILROAD STATION IN MILES CITY, THENCE 1.4 KM (0.9 MI)
 RT0401'SOUTHWESTERLY ALONG U.S. HIGHWAYS 10, 12 AND 312, SET VERTICALLY IN
 RT0401'THE NORTH FACE OF THE MOST EASTERLY 1 OF 2 PIERS OF THE INTERSTATE
 RT0401'HIGHWAY 94 OVERPASS (EXIT 135), AND 9.2 METERS (30.1 FT) SOUTHEAST OF
 RT0401'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 RT0401'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0333 ***********************************************************************
 SP0333  DESIGNATION -  D 558
 SP0333  PID         -  SP0333
 SP0333  STATE/COUNTY-  MT/DAWSON
 SP0333  USGS QUAD   -  ALLARD (1967)
 SP0333
 SP0333                         *CURRENT SURVEY CONTROL
 SP0333  ___________________________________________________________________
 SP0333* NAD 83(1986)-  47 05 49.     (N)    104 32 53.     (W)     SCALED    
 SP0333* NAVD 88     -       716.361  (meters)    2350.26   (feet)  ADJUSTED  
 SP0333  ___________________________________________________________________
 SP0333  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 SP0333  DYNAMIC HT  -         716.382 (meters)    2350.33  (feet)  COMP
 SP0333  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 SP0333
 SP0333  VERT ORDER  -  FIRST     CLASS II
 SP0333
 SP0333.The horizontal coordinates were scaled from a topographic map and have
 SP0333.an estimated accuracy of +/- 6 seconds.
 SP0333
 SP0333.The orthometric height was determined by differential leveling
 SP0333.and adjusted by the National Geodetic Survey in June 1991..
 SP0333
 SP0333.The geoid height was determined by GEOID03.
 SP0333
 SP0333.The dynamic height is computed by dividing the NAVD 88
 SP0333.geopotential number by the normal gravity value computed on the
 SP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0333.degrees latitude (g = 980.6199 gals.).
 SP0333
 SP0333.The modeled gravity was interpolated from observed gravity values.
 SP0333
 SP0333;                    North         East    Units  Estimated Accuracy
 SP0333;SPC MT       -   328,220.      975,470.      MT  (+/- 180 meters Scaled)
 SP0333
 SP0333                          SUPERSEDED SURVEY CONTROL
 SP0333
 SP0333.No superseded survey control is available for this station.
 SP0333
 SP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN342160(NAD 83)
 SP0333_MARKER: I = METAL ROD
 SP0333_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SP0333+WITH SETTING: INFORMATION.
 SP0333_SP_SET: SHALLOW SET METAL ROD
 SP0333_STAMPING: D 558 1982
 SP0333_MARK LOGO: NGS   
 SP0333_PROJECTION: FLUSH
 SP0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0333_ROD/PIPE-DEPTH: 3.0  meters
 SP0333
 SP0333  HISTORY     - Date     Condition        Report By
 SP0333  HISTORY     - 1982     MONUMENTED       NGS
 SP0333
 SP0333                          STATION DESCRIPTION
 SP0333
 SP0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SP0333'12.3 KM (7.65 MI) EAST FROM GLENDIVE.
 SP0333'12.3 KM (7.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 SP0333'JUNCTION WITH U. S. HIGHWAY 10 (INTERSTATE HIGHWAY 94 BUSINESS) AT THE
 SP0333'NORTHEAST EDGE OF GLENDIVE, 0.2 KM (0.1 MI) EAST OF MILEPOST 223, 29.3
 SP0333'METERS (96.1 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 SP0333'OF THE HIGHWAY AND 18.6 METERS (61.0 FT) SOUTHWEST OF THE SOUTHWEST
 SP0333'END OF A 20-INCH METAL PIPE CULVERT.  NOTE=REFUSAL WAS REACHED AT 10.0
 SP0333'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0333'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 SP0333'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0515 ***********************************************************************
 QX0515  DESIGNATION -  D 559
 QX0515  PID         -  QX0515
 QX0515  STATE/COUNTY-  MT/SWEET GRASS
 QX0515  USGS QUAD   -  SPRINGDALE (1981)
 QX0515
 QX0515                         *CURRENT SURVEY CONTROL
 QX0515  ___________________________________________________________________
 QX0515* NAD 83(1986)-  45 44 35.     (N)    110 11 34.     (W)     SCALED    
 QX0515* NAVD 88     -      1300.915  (meters)    4268.09   (feet)  ADJUSTED  
 QX0515  ___________________________________________________________________
 QX0515  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 QX0515  DYNAMIC HT  -        1300.512 (meters)    4266.76  (feet)  COMP
 QX0515  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 QX0515
 QX0515  VERT ORDER  -  FIRST     CLASS II
 QX0515
 QX0515.The horizontal coordinates were scaled from a topographic map and have
 QX0515.an estimated accuracy of +/- 6 seconds.
 QX0515
 QX0515.The orthometric height was determined by differential leveling
 QX0515.and adjusted by the National Geodetic Survey in June 1991..
 QX0515
 QX0515.The geoid height was determined by GEOID03.
 QX0515
 QX0515.The dynamic height is computed by dividing the NAVD 88
 QX0515.geopotential number by the normal gravity value computed on the
 QX0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0515.degrees latitude (g = 980.6199 gals.).
 QX0515
 QX0515.The modeled gravity was interpolated from observed gravity values.
 QX0515
 QX0515;                    North         East    Units  Estimated Accuracy
 QX0515;SPC MT       -   166,170.      546,110.      MT  (+/- 180 meters Scaled)
 QX0515
 QX0515                          SUPERSEDED SURVEY CONTROL
 QX0515
 QX0515.No superseded survey control is available for this station.
 QX0515
 QX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR627658(NAD 83)
 QX0515_MARKER: I = METAL ROD
 QX0515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0515_SP_SET: STAINLESS STEEL ROD
 QX0515_STAMPING: D 559 1982
 QX0515_MARK LOGO: NGS   
 QX0515_PROJECTION: FLUSH
 QX0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0515_ROD/PIPE-DEPTH: 10.7 meters
 QX0515
 QX0515  HISTORY     - Date     Condition        Report By
 QX0515  HISTORY     - 1982     MONUMENTED       NGS
 QX0515
 QX0515                          STATION DESCRIPTION
 QX0515
 QX0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0515'21.1 KM (13.1 MI) SW FROM BIG TIMBER.
 QX0515'5.0 KM (3.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0515'FROM THE RAILROAD STATION IN BIG TIMBER, THENCE 16.1 KM (10.0 MI)
 QX0515'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 90, 0.7 KM (0.45 MI) NORTHEAST
 QX0515'OF MILEPOST 355 AND 29.9 METERS (98.1 FT) SOUTHEAST OF THE CENTERLINE
 QX0515'OF THE EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 QX0515'POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0515'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 QX0515'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0082 ***********************************************************************
 SU0082  DESIGNATION -  D 56
 SU0082  PID         -  SU0082
 SU0082  STATE/COUNTY-  MT/SANDERS
 SU0082  USGS QUAD   -  RAVALLI (1964)
 SU0082
 SU0082                         *CURRENT SURVEY CONTROL
 SU0082  ___________________________________________________________________
 SU0082* NAD 83(1986)-  47 17 14.     (N)    114 14 27.     (W)     SCALED    
 SU0082* NAVD 88     -       801.573  (meters)    2629.83   (feet)  ADJUSTED  
 SU0082  ___________________________________________________________________
 SU0082  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 SU0082  DYNAMIC HT  -         801.519 (meters)    2629.65  (feet)  COMP
 SU0082  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 SU0082
 SU0082  VERT ORDER  -  FIRST     CLASS II
 SU0082
 SU0082.The horizontal coordinates were scaled from a topographic map and have
 SU0082.an estimated accuracy of +/- 6 seconds.
 SU0082
 SU0082.The orthometric height was determined by differential leveling
 SU0082.and adjusted by the National Geodetic Survey in June 1991..
 SU0082
 SU0082.The geoid height was determined by GEOID03.
 SU0082
 SU0082.The dynamic height is computed by dividing the NAVD 88
 SU0082.geopotential number by the normal gravity value computed on the
 SU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0082.degrees latitude (g = 980.6199 gals.).
 SU0082
 SU0082.The modeled gravity was interpolated from observed gravity values.
 SU0082
 SU0082;                    North         East    Units  Estimated Accuracy
 SU0082;SPC MT       -   348,330.      241,800.      MT  (+/- 180 meters Scaled)
 SU0082
 SU0082                          SUPERSEDED SURVEY CONTROL
 SU0082
 SU0082  NGVD 29 (??/??/92)  800.518  (m)         2626.37   (f) ADJ UNCH    1 2
 SU0082
 SU0082.Superseded values are not recommended for survey control.
 SU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0082.See file dsdata.txt to determine how the superseded data were derived.
 SU0082
 SU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN086407(NAD 83)
 SU0082_MARKER: DB = BENCH MARK DISK
 SU0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0082_STAMPING: D 56 1933
 SU0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0082+STABILITY: SURFACE MOTION
 SU0082
 SU0082  HISTORY     - Date     Condition        Report By
 SU0082  HISTORY     - 1933     MONUMENTED       CGS
 SU0082  HISTORY     - 1964     MARK NOT FOUND   USGS
 SU0082  HISTORY     - 1979     MARK NOT FOUND   NGS
 SU0082
 SU0082                          STATION DESCRIPTION
 SU0082
 SU0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0082'2.9 MI NW FROM RAVALLI.
 SU0082'IN SANDERS COUNTY, 2.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC
 SU0082'RAILWAY FROM THE STATION AT RAVALLI, LAKE COUNTY, 51 RAILS EAST OF
 SU0082'MILEPOST 34, 55 FEET SOUTHWEST OF SEMAPHORE 33.7, 38 FEET SOUTH OF THE
 SU0082'TRACK, AND 59 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 SU0082'STAMPED D 56 1933 AND SET IN THE TOP OF A CONCRETE POST.
 SU0082
 SU0082                          STATION RECOVERY (1964)
 SU0082
 SU0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0082'MARK NOT FOUND.
 SU0082
 SU0082                          STATION RECOVERY (1979)
 SU0082
 SU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0420 ***********************************************************************
 QW0420  DESIGNATION -  D 560
 QW0420  PID         -  QW0420
 QW0420  STATE/COUNTY-  MT/STILLWATER
 QW0420  USGS QUAD   -  SHANE RIDGE (1956)
 QW0420
 QW0420                         *CURRENT SURVEY CONTROL
 QW0420  ___________________________________________________________________
 QW0420* NAD 83(1986)-  45 35 54.     (N)    109 07 46.     (W)     SCALED    
 QW0420* NAVD 88     -      1071.185  (meters)    3514.38   (feet)  ADJUSTED  
 QW0420  ___________________________________________________________________
 QW0420  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 QW0420  DYNAMIC HT  -        1070.912 (meters)    3513.48  (feet)  COMP
 QW0420  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 QW0420
 QW0420  VERT ORDER  -  FIRST     CLASS II
 QW0420
 QW0420.The horizontal coordinates were scaled from a topographic map and have
 QW0420.an estimated accuracy of +/- 6 seconds.
 QW0420
 QW0420.The orthometric height was determined by differential leveling
 QW0420.and adjusted by the National Geodetic Survey in June 1991..
 QW0420
 QW0420.The geoid height was determined by GEOID03.
 QW0420
 QW0420.The dynamic height is computed by dividing the NAVD 88
 QW0420.geopotential number by the normal gravity value computed on the
 QW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0420.degrees latitude (g = 980.6199 gals.).
 QW0420
 QW0420.The modeled gravity was interpolated from observed gravity values.
 QW0420
 QW0420;                    North         East    Units  Estimated Accuracy
 QW0420;SPC MT       -   149,920.      628,900.      MT  (+/- 180 meters Scaled)
 QW0420
 QW0420                          SUPERSEDED SURVEY CONTROL
 QW0420
 QW0420.No superseded survey control is available for this station.
 QW0420
 QW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR458511(NAD 83)
 QW0420_MARKER: I = METAL ROD
 QW0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0420_SP_SET: STAINLESS STEEL ROD
 QW0420_STAMPING: D 560 1982
 QW0420_MARK LOGO: NGS   
 QW0420_PROJECTION: FLUSH
 QW0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0420+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2001
 QW0420_ROD/PIPE-DEPTH: 4.6  meters
 QW0420
 QW0420  HISTORY     - Date     Condition        Report By
 QW0420  HISTORY     - 1982     MONUMENTED       NGS
 QW0420  HISTORY     - 20010513 GOOD             ADACLA
 QW0420
 QW0420                          STATION DESCRIPTION
 QW0420
 QW0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0420'10.9 KM (6.75 MI) SE FROM COLUMBUS.
 QW0420'10.9 KM (6.75 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0420'FROM THE RAILROAD STATION IN COLUMBUS, 63.1 METERS (207.0 FT) NORTH OF
 QW0420'THE NEAR RAIL, 15.6 METERS (51.2 FT) EAST OF A FENCE CORNER AND 12.4
 QW0420'METERS (40.7 FT) NORTH OF THE CENTERLINE OF OLD U. S. HIGHWAY 10.
 QW0420'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0420'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QW0420'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QW0420
 QW0420                          STATION RECOVERY (2001)
 QW0420
 QW0420'RECOVERY NOTE BY ADAMS AND CLARK INC 2001 (JB)
 QW0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0437 ***********************************************************************
 QY0437  DESIGNATION -  D 561
 QY0437  PID         -  QY0437
 QY0437  STATE/COUNTY-  MT/SILVER BOW
 QY0437  USGS QUAD   -  HOMESTAKE (1996)
 QY0437
 QY0437                         *CURRENT SURVEY CONTROL
 QY0437  ___________________________________________________________________
 QY0437* NAD 83(1986)-  45 56 26.     (N)    112 27 26.     (W)     SCALED    
 QY0437* NAVD 88     -      1724.966  (meters)    5659.33   (feet)  ADJUSTED  
 QY0437  ___________________________________________________________________
 QY0437  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 QY0437  DYNAMIC HT  -        1724.268 (meters)    5657.04  (feet)  COMP
 QY0437  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 QY0437
 QY0437  VERT ORDER  -  FIRST     CLASS II
 QY0437
 QY0437.The horizontal coordinates were scaled from a topographic map and have
 QY0437.an estimated accuracy of +/- 6 seconds.
 QY0437
 QY0437.The orthometric height was determined by differential leveling
 QY0437.and adjusted by the National Geodetic Survey in June 1991..
 QY0437
 QY0437.The geoid height was determined by GEOID03.
 QY0437
 QY0437.The dynamic height is computed by dividing the NAVD 88
 QY0437.geopotential number by the normal gravity value computed on the
 QY0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0437.degrees latitude (g = 980.6199 gals.).
 QY0437
 QY0437.The modeled gravity was interpolated from observed gravity values.
 QY0437
 QY0437;                    North         East    Units  Estimated Accuracy
 QY0437;SPC MT       -   192,200.      370,830.      MT  (+/- 180 meters Scaled)
 QY0437
 QY0437                          SUPERSEDED SURVEY CONTROL
 QY0437
 QY0437.No superseded survey control is available for this station.
 QY0437
 QY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR870884(NAD 83)
 QY0437_MARKER: I = METAL ROD
 QY0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QY0437_SP_SET: STAINLESS STEEL ROD
 QY0437_STAMPING: D 561 1982
 QY0437_MARK LOGO: NGS   
 QY0437_PROJECTION: FLUSH
 QY0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0437_ROD/PIPE-DEPTH: 14.6 meters
 QY0437
 QY0437  HISTORY     - Date     Condition        Report By
 QY0437  HISTORY     - 1982     MONUMENTED       NGS
 QY0437
 QY0437                          STATION DESCRIPTION
 QY0437
 QY0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0437'9.8 KM (6.1 MI) SE FROM BUTTE.
 QY0437'9.8 KM (6.1 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0437'JUNCTION WITH MONTANA STREET IN BUTTE, 48.8 METERS (160.1 FT) EAST OF
 QY0437'THE WEST END OF A CONCRETE HIGHWAY DIVIDER, 29.5 METERS (96.8 FT)
 QY0437'NORTH OF THE SOUTHEAST END OF A GUARD RAIL, 25.6 METERS (84.0 FT)
 QY0437'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 QY0437'12.9 METERS (42.3 FT) SOUTHWEST OF A FENCE, 4.7 METERS (15.4 FT)
 QY0437'NORTHWEST OF A CEDAR TREE AND 3.1 METERS (10.2 FT) EAST-SOUTHEAST OF A
 QY0437'CEDAR TREE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QY0437'CAP.
 QY0437'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 QY0437'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0413 ***********************************************************************
 QY0413  DESIGNATION -  D 562
 QY0413  PID         -  QY0413
 QY0413  STATE/COUNTY-  MT/JEFFERSON
 QY0413  USGS QUAD   -  DRY MOUNTAIN (1996)
 QY0413
 QY0413                         *CURRENT SURVEY CONTROL
 QY0413  ___________________________________________________________________
 QY0413* NAD 83(1986)-  45 53 04.     (N)    112 08 12.     (W)     SCALED    
 QY0413* NAVD 88     -      1382.767  (meters)    4536.63   (feet)  ADJUSTED  
 QY0413  ___________________________________________________________________
 QY0413  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 QY0413  DYNAMIC HT  -        1382.319 (meters)    4535.16  (feet)  COMP
 QY0413  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 QY0413
 QY0413  VERT ORDER  -  FIRST     CLASS II
 QY0413
 QY0413.The horizontal coordinates were scaled from a topographic map and have
 QY0413.an estimated accuracy of +/- 6 seconds.
 QY0413
 QY0413.The orthometric height was determined by differential leveling
 QY0413.and adjusted by the National Geodetic Survey in June 1991..
 QY0413
 QY0413.The geoid height was determined by GEOID03.
 QY0413
 QY0413.The dynamic height is computed by dividing the NAVD 88
 QY0413.geopotential number by the normal gravity value computed on the
 QY0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0413.degrees latitude (g = 980.6199 gals.).
 QY0413
 QY0413.The modeled gravity was interpolated from observed gravity values.
 QY0413
 QY0413;                    North         East    Units  Estimated Accuracy
 QY0413;SPC MT       -   185,080.      395,450.      MT  (+/- 180 meters Scaled)
 QY0413
 QY0413                          SUPERSEDED SURVEY CONTROL
 QY0413
 QY0413.No superseded survey control is available for this station.
 QY0413
 QY0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR118818(NAD 83)
 QY0413_MARKER: I = METAL ROD
 QY0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QY0413_SP_SET: STAINLESS STEEL ROD
 QY0413_STAMPING: D 562 1982
 QY0413_MARK LOGO: NGS   
 QY0413_PROJECTION: FLUSH
 QY0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0413_ROD/PIPE-DEPTH: 5.8  meters
 QY0413
 QY0413  HISTORY     - Date     Condition        Report By
 QY0413  HISTORY     - 1982     MONUMENTED       NGS
 QY0413
 QY0413                          STATION DESCRIPTION
 QY0413
 QY0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0413'37.2 KM (23.1 MI) SE FROM BUTTE.
 QY0413'37.2 KM (23.1 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0413'JUNCTION WITH MONTANA STREET IN BUTTE, 0.4 KM (0.25 MI) EAST OF
 QY0413'MILEPOST 247 AND 30.2 METERS (99.1 FT) SOUTH OF THE CENTERLINE OF THE
 QY0413'EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 QY0413'THROUGH A 5-INCH LOGO CAP.
 QY0413'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 QY0413'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0501 ***********************************************************************
 QX0501  DESIGNATION -  D 563
 QX0501  PID         -  QX0501
 QX0501  STATE/COUNTY-  MT/JEFFERSON
 QX0501  USGS QUAD   -  DOHERTY MOUNTAIN (1996)
 QX0501
 QX0501                         *CURRENT SURVEY CONTROL
 QX0501  ___________________________________________________________________
 QX0501* NAD 83(1986)-  45 52 59.     (N)    111 54 48.     (W)     SCALED    
 QX0501* NAVD 88     -      1437.630  (meters)    4716.62   (feet)  ADJUSTED  
 QX0501  ___________________________________________________________________
 QX0501  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 QX0501  DYNAMIC HT  -        1437.196 (meters)    4715.20  (feet)  COMP
 QX0501  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 QX0501
 QX0501  VERT ORDER  -  FIRST     CLASS II
 QX0501
 QX0501.The horizontal coordinates were scaled from a topographic map and have
 QX0501.an estimated accuracy of +/- 6 seconds.
 QX0501
 QX0501.The orthometric height was determined by differential leveling
 QX0501.and adjusted by the National Geodetic Survey in June 1991..
 QX0501
 QX0501.The geoid height was determined by GEOID03.
 QX0501
 QX0501.The dynamic height is computed by dividing the NAVD 88
 QX0501.geopotential number by the normal gravity value computed on the
 QX0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0501.degrees latitude (g = 980.6199 gals.).
 QX0501
 QX0501.The modeled gravity was interpolated from observed gravity values.
 QX0501
 QX0501;                    North         East    Units  Estimated Accuracy
 QX0501;SPC MT       -   184,370.      412,770.      MT  (+/- 180 meters Scaled)
 QX0501
 QX0501                          SUPERSEDED SURVEY CONTROL
 QX0501
 QX0501.No superseded survey control is available for this station.
 QX0501
 QX0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR291814(NAD 83)
 QX0501_MARKER: DB = BENCH MARK DISK
 QX0501_SETTING: 66 = SET IN ROCK OUTCROP
 QX0501_SP_SET: ROCK OUTCROP
 QX0501_STAMPING: D 563 1982
 QX0501_MARK LOGO: NGS   
 QX0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0501
 QX0501  HISTORY     - Date     Condition        Report By
 QX0501  HISTORY     - 1982     MONUMENTED       NGS
 QX0501
 QX0501                          STATION DESCRIPTION
 QX0501
 QX0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0501'32.3 KM (20.05 MI) WEST FROM THREE FORKS.
 QX0501'32.3 KM (20.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0501'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0501'OF THREE FORKS, IN A 4 BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 QX0501'0.6 KM (0.35 MI) WEST OF MILEPOST 259, 20.6 METERS (67.6 FT) NORTH OF
 QX0501'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 7.8 METERS
 QX0501'(25.6 FT) SOUTH OF A FENCE.
 QX0501'THE MARK IS 0.5 METERS  ENE FROM A WITNESS POST.
 QX0501'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0460 ***********************************************************************
 QW0460  DESIGNATION -  D 564
 QW0460  PID         -  QW0460
 QW0460  STATE/COUNTY-  MT/CARBON
 QW0460  USGS QUAD   -  HATCHER PASS (1969)
 QW0460
 QW0460                         *CURRENT SURVEY CONTROL
 QW0460  ___________________________________________________________________
 QW0460* NAD 83(1986)-  45 14 54.     (N)    108 54 08.     (W)     SCALED    
 QW0460* NAVD 88     -      1131.108  (meters)    3710.98   (feet)  ADJUSTED  
 QW0460  ___________________________________________________________________
 QW0460  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QW0460  DYNAMIC HT  -        1130.777 (meters)    3709.89  (feet)  COMP
 QW0460  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 QW0460
 QW0460  VERT ORDER  -  FIRST     CLASS II
 QW0460
 QW0460.The horizontal coordinates were scaled from a topographic map and have
 QW0460.an estimated accuracy of +/- 6 seconds.
 QW0460
 QW0460.The orthometric height was determined by differential leveling
 QW0460.and adjusted by the National Geodetic Survey in June 1991..
 QW0460
 QW0460.The geoid height was determined by GEOID03.
 QW0460
 QW0460.The dynamic height is computed by dividing the NAVD 88
 QW0460.geopotential number by the normal gravity value computed on the
 QW0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0460.degrees latitude (g = 980.6199 gals.).
 QW0460
 QW0460.The modeled gravity was interpolated from observed gravity values.
 QW0460
 QW0460;                    North         East    Units  Estimated Accuracy
 QW0460;SPC MT       -   111,140.      646,920.      MT  (+/- 180 meters Scaled)
 QW0460
 QW0460                          SUPERSEDED SURVEY CONTROL
 QW0460
 QW0460  NGVD 29 (06/08/92) 1130.289  (m)         3708.29   (f) ADJUSTED    1 2
 QW0460
 QW0460.Superseded values are not recommended for survey control.
 QW0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0460.See file dsdata.txt to determine how the superseded data were derived.
 QW0460
 QW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR646126(NAD 83)
 QW0460_MARKER: I = METAL ROD
 QW0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0460_SP_SET: STAINLESS STEEL ROD
 QW0460_STAMPING: D 564 1982
 QW0460_MARK LOGO: NGS   
 QW0460_PROJECTION: FLUSH
 QW0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0460_ROD/PIPE-DEPTH: 6.7  meters
 QW0460
 QW0460  HISTORY     - Date     Condition        Report By
 QW0460  HISTORY     - 1982     MONUMENTED       NGS
 QW0460
 QW0460                          STATION DESCRIPTION
 QW0460
 QW0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0460'50.7 KM (31.5 MI) SOUTH FROM LAUREL.
 QW0460'50.7 KM (31.5 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0460'WITH INTERSTATE HIGHWAY 90 IN LAUREL, 0.8 KM (0.5 MI) SOUTH OF THE OF
 QW0460'THE JUNCTION OF A PAVED ROAD LEADING WEST, 0.6 KM (0.35 MI) SOUTH OF
 QW0460'MILEPOST 23, 40.3 METERS (132.2 FT) NORTHWEST OF THE NORTHEAST END OF
 QW0460'A CONCRETE CULVERT SPANNING BRIDGER DITCH, 24.4 METERS (80.1 FT)
 QW0460'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.3 METERS (40.4 FT)
 QW0460'NORTHWEST OF THE CENTER OF A PRIVATE DRIVEWAY AND 0.8 METER (2.6 FT)
 QW0460'SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM
 QW0460'POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0460'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 QW0460'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0584 ***********************************************************************
 QX0584  DESIGNATION -  D 565
 QX0584  PID         -  QX0584
 QX0584  STATE/COUNTY-  MT/PARK
 QX0584  USGS QUAD   -  GARDINER (1986)
 QX0584
 QX0584                         *CURRENT SURVEY CONTROL
 QX0584  ___________________________________________________________________
 QX0584* NAD 83(1986)-  45 01 46.     (N)    110 42 27.     (W)     SCALED    
 QX0584* NAVD 88     -      1621.067  (meters)    5318.45   (feet)  ADJUSTED  
 QX0584  ___________________________________________________________________
 QX0584  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 QX0584  DYNAMIC HT  -        1620.285 (meters)    5315.89  (feet)  COMP
 QX0584  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 QX0584  OBS GRAVITY -     980,078.2   (mgal)                       GRAV_OBS
 QX0584
 QX0584  VERT ORDER  -  FIRST     CLASS II
 QX0584
 QX0584.The horizontal coordinates were scaled from a topographic map and have
 QX0584.an estimated accuracy of +/- 6 seconds.
 QX0584
 QX0584.The orthometric height was determined by differential leveling
 QX0584.and adjusted by the National Geodetic Survey in June 1991..
 QX0584
 QX0584.The geoid height was determined by GEOID03.
 QX0584
 QX0584.The dynamic height is computed by dividing the NAVD 88
 QX0584.geopotential number by the normal gravity value computed on the
 QX0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0584.degrees latitude (g = 980.6199 gals.).
 QX0584
 QX0584.The modeled gravity was interpolated from observed gravity values.
 QX0584.The observed gravity was obtained from relative gravimeter ties
 QX0584.to the IGSN71 gravity network.
 QX0584
 QX0584;                    North         East    Units  Estimated Accuracy
 QX0584;SPC MT       -    87,370.      504,850.      MT  (+/- 180 meters Scaled)
 QX0584
 QX0584                          SUPERSEDED SURVEY CONTROL
 QX0584
 QX0584  NGVD 29 (08/20/92) 1619.877  (m)         5314.55   (f) ADJUSTED    1 2
 QX0584
 QX0584.Superseded values are not recommended for survey control.
 QX0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0584.See file dsdata.txt to determine how the superseded data were derived.
 QX0584
 QX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ230862(NAD 83)
 QX0584_MARKER: DB = BENCH MARK DISK
 QX0584_SETTING: 66 = SET IN ROCK OUTCROP
 QX0584_SP_SET: ROCK OUTCROP
 QX0584_STAMPING: D 565 1983
 QX0584_MARK LOGO: NGS   
 QX0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0584+STABILITY: POSITION/ELEVATION WELL
 QX0584
 QX0584  HISTORY     - Date     Condition        Report By
 QX0584  HISTORY     - 1983     MONUMENTED       NGS
 QX0584
 QX0584                          STATION DESCRIPTION
 QX0584
 QX0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0584'0.3 KM (0.2 MI) SOUTH FROM GARDINER.
 QX0584'0.3 KM (0.2 MI) WEST ALONG MAIN STREET FROM ITS JUNCTION WITH U.S.
 QX0584'HIGHWAY 89 IN GARDINER, AT THE ENTRANCE TO YELLOWSTONE NATIONAL PARK,
 QX0584'IN THE CENTER OF A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK
 QX0584'PROJECTING 0.3 METER (1.0 FT) ABOVE THE GROUND, 23.3 METERS (76.4 FT)
 QX0584'EAST OF THE CENTER OF THE ARCHWAY ENTRANCE TO THE PARK, 17.4 METERS
 QX0584'(57.1 FT) SOUTHEAST OF THE NORTHEAST END OF THE ROCK WALL, AND 14.4
 QX0584'METERS (47.2 FT) NORTHEAST OF THE CENTERLINE OF THE YELLOWSTONE
 QX0584'NATIONAL PARK ENTRANCE ROAD.
 QX0584'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0713 ***********************************************************************
 PY0713  DESIGNATION -  D 566
 PY0713  PID         -  PY0713
 PY0713  STATE/COUNTY-  MT/GALLATIN
 PY0713  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0713
 PY0713                         *CURRENT SURVEY CONTROL
 PY0713  ___________________________________________________________________
 PY0713* NAD 83(1986)-  44 39 06.     (N)    111 03 39.     (W)     SCALED    
 PY0713* NAVD 88     -      2040.939  (meters)    6695.98   (feet)  ADJUSTED  
 PY0713  ___________________________________________________________________
 PY0713  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0713  DYNAMIC HT  -        2039.774 (meters)    6692.16  (feet)  COMP
 PY0713  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 PY0713
 PY0713  VERT ORDER  -  FIRST     CLASS II
 PY0713
 PY0713.The horizontal coordinates were scaled from a topographic map and have
 PY0713.an estimated accuracy of +/- 6 seconds.
 PY0713
 PY0713.The orthometric height was determined by differential leveling
 PY0713.and adjusted by the National Geodetic Survey in June 1991..
 PY0713
 PY0713.The geoid height was determined by GEOID03.
 PY0713
 PY0713.The dynamic height is computed by dividing the NAVD 88
 PY0713.geopotential number by the normal gravity value computed on the
 PY0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0713.degrees latitude (g = 980.6199 gals.).
 PY0713
 PY0713.The modeled gravity was interpolated from observed gravity values.
 PY0713
 PY0713;                    North         East    Units  Estimated Accuracy
 PY0713;SPC MT       -    45,880.      476,170.      MT  (+/- 180 meters Scaled)
 PY0713
 PY0713                          SUPERSEDED SURVEY CONTROL
 PY0713
 PY0713  NGVD 29 (08/20/92) 2039.683  (m)         6691.86   (f) ADJUSTED    1 2
 PY0713
 PY0713.Superseded values are not recommended for survey control.
 PY0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0713.See file dsdata.txt to determine how the superseded data were derived.
 PY0713
 PY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ951442(NAD 83)
 PY0713_MARKER: I = METAL ROD
 PY0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0713_SP_SET: STAINLESS STEEL ROD
 PY0713_STAMPING: D 566 1983
 PY0713_MARK LOGO: NGS   
 PY0713_PROJECTION: FLUSH
 PY0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0713_ROD/PIPE-DEPTH: 13.4 meters
 PY0713
 PY0713  HISTORY     - Date     Condition        Report By
 PY0713  HISTORY     - 1983     MONUMENTED       NGS
 PY0713  HISTORY     - 1987     GOOD             NGS
 PY0713
 PY0713                          STATION DESCRIPTION
 PY0713
 PY0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0713'3.2 KM (2.0 MI) EAST FROM WEST YELLOWSTONE.
 PY0713'3.2 KM (2.0 MI) EASTERLY ALONG THE WEST YELLOWSTONE-MADISON JUNCTION
 PY0713'ROAD FROM THE MUSEUM OF THE YELLOWSTONE IN WEST YELLOWSTONE, 0.1 KM
 PY0713'(0.05 MI) EAST OF A PAVED ROAD LEADING NORTHWEST, 14.8 METERS (48.6
 PY0713'FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND 8.6 METERS (28.2 FT) EAST
 PY0713'OF THE CENTER OF A TRACK ROAD LEADING SOUTH.  ACCESS TO THE DATUM
 PY0713'POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0713'THE MARK IS 0.6 M BELOW THE ROAD.
 PY0713
 PY0713                          STATION RECOVERY (1987)
 PY0713
 PY0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0256 ***********************************************************************
 QU0256  DESIGNATION -  D 568
 QU0256  PID         -  QU0256
 QU0256  STATE/COUNTY-  MT/POWDER RIVER
 QU0256  USGS QUAD   -  EPSIE NE (1973)
 QU0256
 QU0256                         *CURRENT SURVEY CONTROL
 QU0256  ___________________________________________________________________
 QU0256* NAD 83(1986)-  45 29 49.     (N)    105 30 08.     (W)     SCALED    
 QU0256* NAVD 88     -      1021.967  (meters)    3352.90   (feet)  ADJUSTED  
 QU0256  ___________________________________________________________________
 QU0256  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 QU0256  DYNAMIC HT  -        1021.737 (meters)    3352.15  (feet)  COMP
 QU0256  MODELED GRAV-     980,356.2   (mgal)                       NAVD 88
 QU0256
 QU0256  VERT ORDER  -  FIRST     CLASS II
 QU0256
 QU0256.The horizontal coordinates were scaled from a topographic map and have
 QU0256.an estimated accuracy of +/- 6 seconds.
 QU0256
 QU0256.The orthometric height was determined by differential leveling
 QU0256.and adjusted by the National Geodetic Survey in June 1991..
 QU0256
 QU0256.The geoid height was determined by GEOID03.
 QU0256
 QU0256.The dynamic height is computed by dividing the NAVD 88
 QU0256.geopotential number by the normal gravity value computed on the
 QU0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0256.degrees latitude (g = 980.6199 gals.).
 QU0256
 QU0256.The modeled gravity was interpolated from observed gravity values.
 QU0256
 QU0256;                    North         East    Units  Estimated Accuracy
 QU0256;SPC MT       -   146,560.      912,260.      MT  (+/- 180 meters Scaled)
 QU0256
 QU0256                          SUPERSEDED SURVEY CONTROL
 QU0256
 QU0256.No superseded survey control is available for this station.
 QU0256
 QU0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL607382(NAD 83)
 QU0256_MARKER: I = METAL ROD
 QU0256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0256_SP_SET: STAINLESS STEEL ROD
 QU0256_STAMPING: D 568 1985
 QU0256_MARK LOGO: NGS   
 QU0256_PROJECTION: FLUSH
 QU0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0256_ROD/PIPE-DEPTH: 7.0  meters
 QU0256
 QU0256  HISTORY     - Date     Condition        Report By
 QU0256  HISTORY     - 1985     MONUMENTED       NGS
 QU0256
 QU0256                          STATION DESCRIPTION
 QU0256
 QU0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0256'9.8 KM (6.1 MI) NW FROM BROADUS.
 QU0256'9.85 KM (6.15 MI) NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0256'COURTHOUSE AT BROADUS, 5.65 KM (3.55 MI) SOUTHEAST OF THE CROSSING OF
 QU0256'MIZPAH CREEK, 0.35 KM (0.2 MI) SOUTHEAST OF MILEPOST 73, 18.0 METERS
 QU0256'(59.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.9 METERS
 QU0256'(49.0 FT) SOUTHEAST OF A T JUNCTION OF FENCE LINES, AND 0.3 METER
 QU0256'(1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 QU0256'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0256'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 QU0256'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0229 ***********************************************************************
 QU0229  DESIGNATION -  D 569
 QU0229  PID         -  QU0229
 QU0229  STATE/COUNTY-  MT/CUSTER
 QU0229  USGS QUAD   -  HARRIS BUTTES (1973)
 QU0229
 QU0229                         *CURRENT SURVEY CONTROL
 QU0229  ___________________________________________________________________
 QU0229* NAD 83(1986)-  45 59 15.     (N)    105 36 38.     (W)     SCALED    
 QU0229* NAVD 88     -       854.960  (meters)    2804.98   (feet)  ADJUSTED  
 QU0229  ___________________________________________________________________
 QU0229  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 QU0229  DYNAMIC HT  -         854.832 (meters)    2804.56  (feet)  COMP
 QU0229  MODELED GRAV-     980,437.1   (mgal)                       NAVD 88
 QU0229
 QU0229  VERT ORDER  -  FIRST     CLASS II
 QU0229
 QU0229.The horizontal coordinates were scaled from a topographic map and have
 QU0229.an estimated accuracy of +/- 6 seconds.
 QU0229
 QU0229.The orthometric height was determined by differential leveling
 QU0229.and adjusted by the National Geodetic Survey in June 1991..
 QU0229
 QU0229.The geoid height was determined by GEOID03.
 QU0229
 QU0229.The dynamic height is computed by dividing the NAVD 88
 QU0229.geopotential number by the normal gravity value computed on the
 QU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0229.degrees latitude (g = 980.6199 gals.).
 QU0229
 QU0229.The modeled gravity was interpolated from observed gravity values.
 QU0229
 QU0229;                    North         East    Units  Estimated Accuracy
 QU0229;SPC MT       -   200,570.      901,100.      MT  (+/- 180 meters Scaled)
 QU0229
 QU0229                          SUPERSEDED SURVEY CONTROL
 QU0229
 QU0229.No superseded survey control is available for this station.
 QU0229
 QU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL527928(NAD 83)
 QU0229_MARKER: I = METAL ROD
 QU0229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0229_SP_SET: STAINLESS STEEL ROD
 QU0229_STAMPING: D 569 1985
 QU0229_MARK LOGO: NGS   
 QU0229_PROJECTION: FLUSH
 QU0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0229_ROD/PIPE-DEPTH: 11.0 meters
 QU0229
 QU0229  HISTORY     - Date     Condition        Report By
 QU0229  HISTORY     - 1985     MONUMENTED       NGS
 QU0229
 QU0229                          STATION DESCRIPTION
 QU0229
 QU0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0229'53.2 KM (33.05 MI) SOUTH FROM MILES CITY.
 QU0229'53.2 KM (33.05 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 QU0229'OF INTERSTATE 94 AT MILES CITY, 0.6 KM (0.4 MI) NORTHEAST OF MILEPOST
 QU0229'36, 11.1 METERS (36.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QU0229'13.4 METERS (44.0 FT) SOUTHWEST OF THE FIRST POWER POLE SOUTHWEST OF
 QU0229'A TRANSFORMER POLE, 7.6 METERS (25.0 FT) NORTHEAST OF THE NORTHEAST
 QU0229'GATE POST FOR A WIRE GATE, AND 0.5 METERS (1.5 FT) NORTHWEST OF THE
 QU0229'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QU0229'5-INCH LOGO CAP.
 QU0229'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 QU0229'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0092 ***********************************************************************
 RT0092  DESIGNATION -  D 57
 RT0092  PID         -  RT0092
 RT0092  STATE/COUNTY-  MT/FALLON
 RT0092  USGS QUAD   -  PLEVNA (1981)
 RT0092
 RT0092                         *CURRENT SURVEY CONTROL
 RT0092  ___________________________________________________________________
 RT0092* NAD 83(1986)-  46 26 14.     (N)    104 35 15.     (W)     SCALED    
 RT0092* NAVD 88     -       822.798  (meters)    2699.46   (feet)  ADJUSTED  
 RT0092  ___________________________________________________________________
 RT0092  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RT0092  DYNAMIC HT  -         822.725 (meters)    2699.22  (feet)  COMP
 RT0092  MODELED GRAV-     980,497.7   (mgal)                       NAVD 88
 RT0092
 RT0092  VERT ORDER  -  SECOND    CLASS 0
 RT0092
 RT0092.The horizontal coordinates were scaled from a topographic map and have
 RT0092.an estimated accuracy of +/- 6 seconds.
 RT0092
 RT0092.The orthometric height was determined by differential leveling
 RT0092.and adjusted by the National Geodetic Survey in June 1991..
 RT0092
 RT0092.The geoid height was determined by GEOID03.
 RT0092
 RT0092.The dynamic height is computed by dividing the NAVD 88
 RT0092.geopotential number by the normal gravity value computed on the
 RT0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0092.degrees latitude (g = 980.6199 gals.).
 RT0092
 RT0092.The modeled gravity was interpolated from observed gravity values.
 RT0092
 RT0092;                    North         East    Units  Estimated Accuracy
 RT0092;SPC MT       -   254,880.      977,070.      MT  (+/- 180 meters Scaled)
 RT0092
 RT0092                          SUPERSEDED SURVEY CONTROL
 RT0092
 RT0092  NGVD 29 (??/??/92)  822.226  (m)         2697.59   (f) ADJ UNCH    2 0
 RT0092
 RT0092.Superseded values are not recommended for survey control.
 RT0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0092.See file dsdata.txt to determine how the superseded data were derived.
 RT0092
 RT0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM316427(NAD 83)
 RT0092_MARKER: DB = BENCH MARK DISK
 RT0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0092_STAMPING: D 57 1934
 RT0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0092+STABILITY: SURFACE MOTION
 RT0092
 RT0092  HISTORY     - Date     Condition        Report By
 RT0092  HISTORY     - 1934     MONUMENTED       CGS
 RT0092
 RT0092                          STATION DESCRIPTION
 RT0092
 RT0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0092'3.9 MI NW FROM PLEVNA.
 RT0092'ABOUT 3.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RT0092'PACIFIC RAILROAD FROM PLEVNA, FALLON COUNTY, ABOUT 25 YARDS SOUTH OF
 RT0092'MILEPOST 1032, ABOUT 32 YARDS SOUTHWEST OF THE CENTER LINE OF THE
 RT0092'TRACK, AND 9 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 RT0092'DISK, STAMPED D 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0266 ***********************************************************************
 QU0266  DESIGNATION -  D 570
 QU0266  PID         -  QU0266
 QU0266  STATE/COUNTY-  MT/POWDER RIVER
 QU0266  USGS QUAD   -  MONDAY CREEK (1973)
 QU0266
 QU0266                         *CURRENT SURVEY CONTROL
 QU0266  ___________________________________________________________________
 QU0266* NAD 83(1986)-  45 23 25.     (N)    105 21 57.     (W)     SCALED    
 QU0266* NAVD 88     -      1012.057  (meters)    3320.39   (feet)  ADJUSTED  
 QU0266  ___________________________________________________________________
 QU0266  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 QU0266  DYNAMIC HT  -        1011.834 (meters)    3319.66  (feet)  COMP
 QU0266  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 QU0266
 QU0266  VERT ORDER  -  FIRST     CLASS II
 QU0266
 QU0266.The horizontal coordinates were scaled from a topographic map and have
 QU0266.an estimated accuracy of +/- 6 seconds.
 QU0266
 QU0266.The orthometric height was determined by differential leveling
 QU0266.and adjusted by the National Geodetic Survey in June 1991..
 QU0266
 QU0266.The geoid height was determined by GEOID03.
 QU0266
 QU0266.The dynamic height is computed by dividing the NAVD 88
 QU0266.geopotential number by the normal gravity value computed on the
 QU0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0266.degrees latitude (g = 980.6199 gals.).
 QU0266
 QU0266.The modeled gravity was interpolated from observed gravity values.
 QU0266
 QU0266;                    North         East    Units  Estimated Accuracy
 QU0266;SPC MT       -   135,270.      923,530.      MT  (+/- 180 meters Scaled)
 QU0266
 QU0266                          SUPERSEDED SURVEY CONTROL
 QU0266
 QU0266.No superseded survey control is available for this station.
 QU0266
 QU0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL713263(NAD 83)
 QU0266_MARKER: I = METAL ROD
 QU0266_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QU0266_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QU0266_STAMPING: D 570 1985
 QU0266_MARK LOGO: NGS   
 QU0266_PROJECTION: FLUSH
 QU0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0266+STABILITY: POSITION/ELEVATION WELL
 QU0266_ROD/PIPE-DEPTH: 10.3 meters
 QU0266_SLEEVE-DEPTH  : 9.1 meters
 QU0266
 QU0266  HISTORY     - Date     Condition        Report By
 QU0266  HISTORY     - 1985     MONUMENTED       NGS
 QU0266
 QU0266                          STATION DESCRIPTION
 QU0266
 QU0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0266'7.6 KM (4.7 MI) SOUTH FROM BROADUS.
 QU0266'7.6 KM (4.7 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0266'COURTHOUSE AT BROADUS, 1.15 KM (0.7 MI) SOUTH OF THE T JUNCTION OF
 QU0266'STATE HIGHWAY 212, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 29, AT THE NORTH
 QU0266'END OF A LONG HIGHWAY FILL AND AT THE SOUTH END OF A LONG CUT, 32.9
 QU0266'METERS (108.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 105.3 METERS
 QU0266'(345.5 FT) NORTHEAST OF THE NORTHEAST END OF A LONG STEEL GUARD RAIL,
 QU0266'AND 1.2 METERS (4.0 FT) WEST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS
 QU0266'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0266'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QU0266'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0280 ***********************************************************************
 QU0280  DESIGNATION -  D 571
 QU0280  PID         -  QU0280
 QU0280  STATE/COUNTY-  MT/POWDER RIVER
 QU0280  USGS QUAD   -  PINE CREEK (1970)
 QU0280
 QU0280                         *CURRENT SURVEY CONTROL
 QU0280  ___________________________________________________________________
 QU0280* NAD 83(1986)-  45 08 20.     (N)    105 20 32.     (W)     SCALED    
 QU0280* NAVD 88     -      1014.338  (meters)    3327.87   (feet)  ADJUSTED  
 QU0280  ___________________________________________________________________
 QU0280  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 QU0280  DYNAMIC HT  -        1014.082 (meters)    3327.03  (feet)  COMP
 QU0280  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 QU0280
 QU0280  VERT ORDER  -  FIRST     CLASS II
 QU0280
 QU0280.The horizontal coordinates were scaled from a topographic map and have
 QU0280.an estimated accuracy of +/- 6 seconds.
 QU0280
 QU0280.The orthometric height was determined by differential leveling
 QU0280.and adjusted by the National Geodetic Survey in June 1991..
 QU0280
 QU0280.The geoid height was determined by GEOID03.
 QU0280
 QU0280.The dynamic height is computed by dividing the NAVD 88
 QU0280.geopotential number by the normal gravity value computed on the
 QU0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0280.degrees latitude (g = 980.6199 gals.).
 QU0280
 QU0280.The modeled gravity was interpolated from observed gravity values.
 QU0280
 QU0280;                    North         East    Units  Estimated Accuracy
 QU0280;SPC MT       -   107,480.      926,860.      MT  (+/- 180 meters Scaled)
 QU0280
 QU0280                          SUPERSEDED SURVEY CONTROL
 QU0280
 QU0280.No superseded survey control is available for this station.
 QU0280
 QU0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK730984(NAD 83)
 QU0280_MARKER: I = METAL ROD
 QU0280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0280_SP_SET: STAINLESS STEEL ROD
 QU0280_STAMPING: D 571 1985
 QU0280_MARK LOGO: NGS   
 QU0280_PROJECTION: FLUSH
 QU0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0280_ROD/PIPE-DEPTH: 11.0 meters
 QU0280
 QU0280  HISTORY     - Date     Condition        Report By
 QU0280  HISTORY     - 1985     MONUMENTED       NGS
 QU0280
 QU0280                          STATION DESCRIPTION
 QU0280
 QU0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0280'4.3 KM (2.7 MI) NORTH FROM BIDDLE.
 QU0280'4.3 KM (2.7 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0280'SCHOOL AT BIDDLE, IN THE EAST CORNER OF THE Y JUNCTION OF A DIRT ROAD
 QU0280'LEADING NORTHEAST, 0.6 KM (0.4 MI) NORTH OF MILEPOST 10, 20.7 METERS
 QU0280'(68 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 16.8 METERS (55 FT)
 QU0280'SOUTHEAST OF THE CENTER OF THE ROAD AND 0.5 METER (1.5 FT) SOUTHWEST
 QU0280'OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 QU0280'A 5-INCH LOGO CAP.
 QU0280'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 QU0280'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1082 ***********************************************************************
 PY1082  DESIGNATION -  D 573
 PY1082  PID         -  PY1082
 PY1082  STATE/COUNTY-  MT/GALLATIN
 PY1082  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY1082
 PY1082                         *CURRENT SURVEY CONTROL
 PY1082  ___________________________________________________________________
 PY1082* NAD 83(1986)-  44 48 13.     (N)    111 10 50.     (W)     SCALED    
 PY1082* NAVD 88     -      1998.807  (meters)    6557.75   (feet)  ADJUSTED  
 PY1082  ___________________________________________________________________
 PY1082  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1082  DYNAMIC HT  -        1997.713 (meters)    6554.16  (feet)  COMP
 PY1082  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 PY1082
 PY1082  VERT ORDER  -  FIRST     CLASS II
 PY1082
 PY1082.The horizontal coordinates were scaled from a topographic map and have
 PY1082.an estimated accuracy of +/- 6 seconds.
 PY1082
 PY1082.The orthometric height was determined by differential leveling
 PY1082.and adjusted by the National Geodetic Survey in June 1991..
 PY1082
 PY1082.The geoid height was determined by GEOID03.
 PY1082
 PY1082.The dynamic height is computed by dividing the NAVD 88
 PY1082.geopotential number by the normal gravity value computed on the
 PY1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1082.degrees latitude (g = 980.6199 gals.).
 PY1082
 PY1082.The modeled gravity was interpolated from observed gravity values.
 PY1082
 PY1082;                    North         East    Units  Estimated Accuracy
 PY1082;SPC MT       -    62,970.      467,040.      MT  (+/- 180 meters Scaled)
 PY1082
 PY1082                          SUPERSEDED SURVEY CONTROL
 PY1082
 PY1082  NGVD 29 (08/20/92) 1997.566  (m)         6553.68   (f) ADJUSTED    1 2
 PY1082
 PY1082.Superseded values are not recommended for survey control.
 PY1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1082.See file dsdata.txt to determine how the superseded data were derived.
 PY1082
 PY1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ857611(NAD 83)
 PY1082_MARKER: I = METAL ROD
 PY1082_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1082_SP_SET: STAINLESS STEEL ROD
 PY1082_STAMPING: D 573 1987
 PY1082_MARK LOGO: NGS   
 PY1082_PROJECTION: FLUSH
 PY1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1082_ROD/PIPE-DEPTH: 15.8 meters
 PY1082
 PY1082  HISTORY     - Date     Condition        Report By
 PY1082  HISTORY     - 1987     MONUMENTED       NGS
 PY1082
 PY1082                          STATION DESCRIPTION
 PY1082
 PY1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1082'19.3 KM (12.00 MI) NORTH FROM WEST YELLOWSTONE.
 PY1082'19.3 KM (12.00 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE
 PY1082'JUNCTION OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, 76.7 M (251.6 FT)
 PY1082'WEST OF THE CENTER OF A TRACK ROAD, AND 15.7 M (51.5 FT) SOUTH OF THE
 PY1082'CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 PY1082'THROUGH A 5-INCH LOGO CAP.
 PY1082'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 PY1082'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1095 ***********************************************************************
 PY1095  DESIGNATION -  D 574
 PY1095  PID         -  PY1095
 PY1095  STATE/COUNTY-  MT/MADISON
 PY1095  USGS QUAD   -  EARTHQUAKE LAKE (1988)
 PY1095
 PY1095                         *CURRENT SURVEY CONTROL
 PY1095  ___________________________________________________________________
 PY1095* NAD 83(1986)-  44 49 42.     (N)    111 26 11.     (W)     SCALED    
 PY1095* NAVD 88     -      1913.089  (meters)    6276.53   (feet)  ADJUSTED  
 PY1095  ___________________________________________________________________
 PY1095  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 PY1095  DYNAMIC HT  -        1912.058 (meters)    6273.14  (feet)  COMP
 PY1095  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 PY1095
 PY1095  VERT ORDER  -  FIRST     CLASS II
 PY1095
 PY1095.The horizontal coordinates were scaled from a topographic map and have
 PY1095.an estimated accuracy of +/- 6 seconds.
 PY1095
 PY1095.The orthometric height was determined by differential leveling
 PY1095.and adjusted by the National Geodetic Survey in June 1991..
 PY1095
 PY1095.The geoid height was determined by GEOID03.
 PY1095
 PY1095.The dynamic height is computed by dividing the NAVD 88
 PY1095.geopotential number by the normal gravity value computed on the
 PY1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1095.degrees latitude (g = 980.6199 gals.).
 PY1095
 PY1095.The modeled gravity was interpolated from observed gravity values.
 PY1095
 PY1095;                    North         East    Units  Estimated Accuracy
 PY1095;SPC MT       -    66,180.      446,870.      MT  (+/- 180 meters Scaled)
 PY1095
 PY1095                          SUPERSEDED SURVEY CONTROL
 PY1095
 PY1095  NGVD 29 (08/20/92) 1911.843  (m)         6272.44   (f) ADJUSTED    1 2
 PY1095
 PY1095.Superseded values are not recommended for survey control.
 PY1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1095.See file dsdata.txt to determine how the superseded data were derived.
 PY1095
 PY1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ655639(NAD 83)
 PY1095_MARKER: DB = BENCH MARK DISK
 PY1095_SETTING: 66 = SET IN ROCK OUTCROP
 PY1095_SP_SET: BEDROCK
 PY1095_STAMPING: D 574 1987
 PY1095_MARK LOGO: NGS   
 PY1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1095+STABILITY: POSITION/ELEVATION WELL
 PY1095
 PY1095  HISTORY     - Date     Condition        Report By
 PY1095  HISTORY     - 1987     MONUMENTED       NGS
 PY1095
 PY1095                          STATION DESCRIPTION
 PY1095
 PY1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1095'45.1 KM (28.00 MI) NORTH FROM WEST YELLOWSTONE.
 PY1095'45.1 KM (28.00 MI) NORTHERLY ALONG U.S. HIGHWAY 187 FROM THE
 PY1095'JUNCTION OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, IN THE EAST END OF
 PY1095'A LARGE EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND 12.2 M (40.0
 PY1095'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY1095'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 PY1095'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0587 ***********************************************************************
 QX0587  DESIGNATION -  D 575
 QX0587  PID         -  QX0587
 QX0587  STATE/COUNTY-  MT/MADISON
 QX0587  USGS QUAD   -  BUCKS NEST (1988)
 QX0587
 QX0587                         *CURRENT SURVEY CONTROL
 QX0587  ___________________________________________________________________
 QX0587* NAD 83(1986)-  45 02 23.     (N)    111 38 51.     (W)     SCALED    
 QX0587* NAVD 88     -      1754.140  (meters)    5755.04   (feet)  ADJUSTED  
 QX0587  ___________________________________________________________________
 QX0587  GEOID HEIGHT-          -9.49  (meters)                     GEOID03
 QX0587  DYNAMIC HT  -        1753.257 (meters)    5752.14  (feet)  COMP
 QX0587  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 QX0587
 QX0587  VERT ORDER  -  FIRST     CLASS II
 QX0587
 QX0587.The horizontal coordinates were scaled from a topographic map and have
 QX0587.an estimated accuracy of +/- 6 seconds.
 QX0587
 QX0587.The orthometric height was determined by differential leveling
 QX0587.and adjusted by the National Geodetic Survey in June 1991..
 QX0587
 QX0587.The geoid height was determined by GEOID03.
 QX0587
 QX0587.The dynamic height is computed by dividing the NAVD 88
 QX0587.geopotential number by the normal gravity value computed on the
 QX0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0587.degrees latitude (g = 980.6199 gals.).
 QX0587
 QX0587.The modeled gravity was interpolated from observed gravity values.
 QX0587
 QX0587;                    North         East    Units  Estimated Accuracy
 QX0587;SPC MT       -    90,100.      430,820.      MT  (+/- 180 meters Scaled)
 QX0587
 QX0587                          SUPERSEDED SURVEY CONTROL
 QX0587
 QX0587  NGVD 29 (08/20/92) 1752.897  (m)         5750.96   (f) ADJUSTED    1 2
 QX0587
 QX0587.Superseded values are not recommended for survey control.
 QX0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0587.See file dsdata.txt to determine how the superseded data were derived.
 QX0587
 QX0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ490875(NAD 83)
 QX0587_MARKER: I = METAL ROD
 QX0587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0587_SP_SET: STAINLESS STEEL ROD
 QX0587_STAMPING: D 575 1987
 QX0587_MARK LOGO: NGS   
 QX0587_PROJECTION: FLUSH
 QX0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0587_ROD/PIPE-DEPTH: 8.6  meters
 QX0587
 QX0587  HISTORY     - Date     Condition        Report By
 QX0587  HISTORY     - 1987     MONUMENTED       NGS
 QX0587
 QX0587                          STATION DESCRIPTION
 QX0587
 QX0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0587'18.9 KM (11.75 MI) SOUTH FROM CAMERON.
 QX0587'18.9 KM (11.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0587'OFFICE IN CAMERON, 0.4 KM (0.25 MI) SOUTH OF THE INTERSECTION OF
 QX0587'ARMITACE RANCH ROAD, 22.9 M (75.1 FT) EAST OF THE CENTERLINE OF THE
 QX0587'HIGHWAY, 20.4 M (66.9 FT) NORTHEAST OF THE EAST END OF A DRAIN PIPE,
 QX0587'11.6 M (38.1 FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH A
 QX0587'TRANSFORMER, AND 11.0 M (36.1 FT) SOUTH OF A GUY WIRE ANCHOR.
 QX0587'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QX0587'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 QX0587'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0208 ***********************************************************************
 RT0208  DESIGNATION -  D 58
 RT0208  PID         -  RT0208
 RT0208  STATE/COUNTY-  MT/PRAIRIE
 RT0208  USGS QUAD   -  TERRY (1972)
 RT0208
 RT0208                         *CURRENT SURVEY CONTROL
 RT0208  ___________________________________________________________________
 RT0208* NAD 83(1986)-  46 50 26.     (N)    105 18 51.     (W)     SCALED    
 RT0208* NAVD 88     -       700.947  (meters)    2299.69   (feet)  ADJUSTED  
 RT0208  ___________________________________________________________________
 RT0208  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 RT0208  DYNAMIC HT  -         700.932 (meters)    2299.64  (feet)  COMP
 RT0208  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 RT0208
 RT0208  VERT ORDER  -  SECOND    CLASS 0
 RT0208
 RT0208.The horizontal coordinates were scaled from a topographic map and have
 RT0208.an estimated accuracy of +/- 6 seconds.
 RT0208
 RT0208.The orthometric height was determined by differential leveling
 RT0208.and adjusted by the National Geodetic Survey in June 1991..
 RT0208
 RT0208.The geoid height was determined by GEOID03.
 RT0208
 RT0208.The dynamic height is computed by dividing the NAVD 88
 RT0208.geopotential number by the normal gravity value computed on the
 RT0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0208.degrees latitude (g = 980.6199 gals.).
 RT0208
 RT0208.The modeled gravity was interpolated from observed gravity values.
 RT0208
 RT0208;                    North         East    Units  Estimated Accuracy
 RT0208;SPC MT       -   296,390.      918,960.      MT  (+/- 180 meters Scaled)
 RT0208
 RT0208                          SUPERSEDED SURVEY CONTROL
 RT0208
 RT0208  NGVD 29 (??/??/92)  700.395  (m)         2297.88   (f) ADJ UNCH    2 0
 RT0208
 RT0208.Superseded values are not recommended for survey control.
 RT0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0208.See file dsdata.txt to determine how the superseded data were derived.
 RT0208
 RT0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM760874(NAD 83)
 RT0208_MARKER: DB = BENCH MARK DISK
 RT0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0208_STAMPING: D 58 1934
 RT0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0208+STABILITY: SURFACE MOTION
 RT0208
 RT0208  HISTORY     - Date     Condition        Report By
 RT0208  HISTORY     - 1934     MONUMENTED       CGS
 RT0208  HISTORY     - 1972     GOOD             USGS
 RT0208
 RT0208                          STATION DESCRIPTION
 RT0208
 RT0208'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0208'4.0 MI N FROM TERRY.
 RT0208'4.1 MILES NORTH ALONG STATE SECONDARY 253 FROM THE COURTHOUSE AT
 RT0208'TERRY, 0.9 MILE SE OF THE CHEERY CREEK BRIDGE, ABOUT 500 FEET EAST OF
 RT0208'THE HIGHWAY, ABOUT 0.1 MILE NW OF A BRIDGE ON THE OLD HWY., 84 FEET
 RT0208'WEST OF THE CENTERLINE OF THE OLD HWY.  A STANDARD DISK, STAMPED D 58
 RT0208'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0129 ***********************************************************************
 SP0129  DESIGNATION -  D 59
 SP0129  PID         -  SP0129
 SP0129  STATE/COUNTY-  MT/DAWSON
 SP0129  USGS QUAD   -  CIRCLE RESERVOIR (1983)
 SP0129
 SP0129                         *CURRENT SURVEY CONTROL
 SP0129  ___________________________________________________________________
 SP0129* NAD 83(1986)-  47 37 02.     (N)    105 13 52.     (W)     SCALED    
 SP0129* NAVD 88     -       728.667  (meters)    2390.64   (feet)  ADJUSTED  
 SP0129  ___________________________________________________________________
 SP0129  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 SP0129  DYNAMIC HT  -         728.705 (meters)    2390.76  (feet)  COMP
 SP0129  MODELED GRAV-     980,639.4   (mgal)                       NAVD 88
 SP0129
 SP0129  VERT ORDER  -  SECOND    CLASS 0
 SP0129
 SP0129.The horizontal coordinates were scaled from a topographic map and have
 SP0129.an estimated accuracy of +/- 6 seconds.
 SP0129
 SP0129.The orthometric height was determined by differential leveling
 SP0129.and adjusted by the National Geodetic Survey in June 1991..
 SP0129
 SP0129.The geoid height was determined by GEOID03.
 SP0129
 SP0129.The dynamic height is computed by dividing the NAVD 88
 SP0129.geopotential number by the normal gravity value computed on the
 SP0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0129.degrees latitude (g = 980.6199 gals.).
 SP0129
 SP0129.The modeled gravity was interpolated from observed gravity values.
 SP0129
 SP0129;                    North         East    Units  Estimated Accuracy
 SP0129;SPC MT       -   382,900.      920,580.      MT  (+/- 180 meters Scaled)
 SP0129
 SP0129                          SUPERSEDED SURVEY CONTROL
 SP0129
 SP0129  NGVD 29 (??/??/92)  728.082  (m)         2388.72   (f) ADJ UNCH    2 0
 SP0129
 SP0129.Superseded values are not recommended for survey control.
 SP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0129.See file dsdata.txt to determine how the superseded data were derived.
 SP0129
 SP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN826737(NAD 83)
 SP0129_MARKER: DB = BENCH MARK DISK
 SP0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0129_STAMPING: D 59 1934
 SP0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0129+STABILITY: SURFACE MOTION
 SP0129
 SP0129  HISTORY     - Date     Condition        Report By
 SP0129  HISTORY     - 1934     MONUMENTED       CGS
 SP0129  HISTORY     - 1977     GOOD             USGS
 SP0129
 SP0129                          STATION DESCRIPTION
 SP0129
 SP0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0129'9.0 MI W FROM RICHEY.
 SP0129'9.0 MILES WEST ALONG STATE HIGHWAY 23 FROM RICHEY, DAWSON COUNTY, 125
 SP0129'YARDS NORTHEAST OF A CULVERT, AND 54 YARDS NORTH OF THE CENTERLINE OF
 SP0129'THE HIGHWAY.  A STANDARD DISK, STAMPED D 59 1934 AND SET IN THE TOP OF
 SP0129'A CONCRETE POST.
 SP0129
 SP0129                          STATION RECOVERY (1977)
 SP0129
 SP0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0129'RICHEY, 3.6 MI. SW OF ALONG STATE HWY. 200 THENCE 4.4 MI. N AND W
 SP0129'ALONG A TRAIL THAT FOLLOWS THE TOWNSHIP LINE TO A T RD. S, THENCE .85
 SP0129'MI. W ALONG GRAVEL ROAD, 125 YARDS E OF CULVERT AND 54 YARDS NORTH OF
 SP0129'THE CENTER LINE OF THE ROAD. LOCATED IN THE SW 1/4 OF SEC. 31 T 22 N
 SP0129'R 51 E. A STANDARD DISK STAMPED D 59 1934 AND SET IN THE TOP OF A
 SP0129'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0234 ***********************************************************************
 QW0234  DESIGNATION -  D 6
 QW0234  PID         -  QW0234
 QW0234  STATE/COUNTY-  MT/STILLWATER
 QW0234  USGS QUAD   -  COLUMBUS WEST (1956)
 QW0234
 QW0234                         *CURRENT SURVEY CONTROL
 QW0234  ___________________________________________________________________
 QW0234* NAD 83(1986)-  45 39 41.     (N)    109 20 34.     (W)     SCALED    
 QW0234* NAVD 88     -      1107.973  (meters)    3635.07   (feet)  ADJUSTED  
 QW0234  ___________________________________________________________________
 QW0234  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 QW0234  DYNAMIC HT  -        1107.665 (meters)    3634.06  (feet)  COMP
 QW0234  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 QW0234
 QW0234  VERT ORDER  -  FIRST     CLASS II
 QW0234
 QW0234.The horizontal coordinates were scaled from a topographic map and have
 QW0234.an estimated accuracy of +/- 6 seconds.
 QW0234
 QW0234.The orthometric height was determined by differential leveling
 QW0234.and adjusted by the National Geodetic Survey in June 1991..
 QW0234
 QW0234.The geoid height was determined by GEOID03.
 QW0234
 QW0234.The dynamic height is computed by dividing the NAVD 88
 QW0234.geopotential number by the normal gravity value computed on the
 QW0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0234.degrees latitude (g = 980.6199 gals.).
 QW0234
 QW0234.The modeled gravity was interpolated from observed gravity values.
 QW0234
 QW0234;                    North         East    Units  Estimated Accuracy
 QW0234;SPC MT       -   156,870.      612,250.      MT  (+/- 180 meters Scaled)
 QW0234
 QW0234                          SUPERSEDED SURVEY CONTROL
 QW0234
 QW0234  NGVD 29 (??/??/92) 1107.061  (m)         3632.08   (f) ADJ UNCH    1 2
 QW0234
 QW0234.Superseded values are not recommended for survey control.
 QW0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0234.See file dsdata.txt to determine how the superseded data were derived.
 QW0234
 QW0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR291577(NAD 83)
 QW0234_MARKER: Q = CHISELED SQUARE
 QW0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0234+STABILITY: SURFACE MOTION
 QW0234
 QW0234  HISTORY     - Date     Condition        Report By
 QW0234  HISTORY     - UNK      MONUMENTED       CGS
 QW0234  HISTORY     - 1957     GOOD             NGS
 QW0234  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0234
 QW0234                          STATION DESCRIPTION
 QW0234
 QW0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0234'4.85 MI NW FROM COLUMBUS.
 QW0234'ABOUT 4.85 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0234'STATION AT COLUMBUS, IN SECTION 14, T 2 S, R 19 E, 8 FEET SOUTHWEST OF
 QW0234'THE 8TH POLE NORTHWEST OF MILEPOST 45, 74 FEET SOUTHWEST OF THE
 QW0234'SOUTHWEST RAIL, 1 FOOT NORTHEAST OF A FENCE, ABOUT 5 FEET BELOW THE
 QW0234'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 QW0234'INCHES.
 QW0234
 QW0234                          STATION RECOVERY (1982)
 QW0234
 QW0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0703 ***********************************************************************
 SR0703  DESIGNATION -  D 6 Q
 SR0703  PID         -  SR0703
 SR0703  STATE/COUNTY-  MT/FERGUS
 SR0703  USGS QUAD   -  DANVERS (1970)
 SR0703
 SR0703                         *CURRENT SURVEY CONTROL
 SR0703  ___________________________________________________________________
 SR0703* NAD 83(1986)-  47 14 37.     (N)    109 37 53.     (W)     SCALED    
 SR0703* NAVD 88     -      1099.253  (meters)    3606.47   (feet)  ADJUSTED  
 SR0703  ___________________________________________________________________
 SR0703  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SR0703  DYNAMIC HT  -        1099.149 (meters)    3606.12  (feet)  COMP
 SR0703  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 SR0703
 SR0703  VERT ORDER  -  SECOND    CLASS 0
 SR0703
 SR0703.The horizontal coordinates were scaled from a topographic map and have
 SR0703.an estimated accuracy of +/- 6 seconds.
 SR0703
 SR0703.The orthometric height was determined by differential leveling
 SR0703.and adjusted by the National Geodetic Survey in June 1991..
 SR0703
 SR0703.The geoid height was determined by GEOID03.
 SR0703
 SR0703.The dynamic height is computed by dividing the NAVD 88
 SR0703.geopotential number by the normal gravity value computed on the
 SR0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0703.degrees latitude (g = 980.6199 gals.).
 SR0703
 SR0703.The modeled gravity was interpolated from observed gravity values.
 SR0703
 SR0703;                    North         East    Units  Estimated Accuracy
 SR0703;SPC MT       -   332,650.      590,060.      MT  (+/- 180 meters Scaled)
 SR0703
 SR0703                          SUPERSEDED SURVEY CONTROL
 SR0703
 SR0703  NGVD 29 (??/??/92) 1098.379  (m)         3603.60   (f) ADJ UNCH    2 0
 SR0703
 SR0703.Superseded values are not recommended for survey control.
 SR0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0703.See file dsdata.txt to determine how the superseded data were derived.
 SR0703
 SR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT035331(NAD 83)
 SR0703_MARKER: DS = TRIANGULATION STATION DISK
 SR0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0703_STAMPING: D 6 Q 1961
 SR0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0703+STABILITY: SURFACE MOTION
 SR0703
 SR0703  HISTORY     - Date     Condition        Report By
 SR0703  HISTORY     - 1961     MONUMENTED       CGS
 SR0703
 SR0703                          STATION DESCRIPTION
 SR0703
 SR0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0703'10.95 MI NW FROM BROOKS.
 SR0703'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0703'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0703'THENCE 10.7 MILES WEST ALONG A PAVED ROAD, IN SECTION 13, T 17 N, R 16
 SR0703'E, 0.3 MILE NORTHEAST OF A SMALL GROVE OF TREES ON A SMALL KNOLL, 66
 SR0703'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29.8 FEET EAST OF D 6 Q
 SR0703'R.M. 2, 30.2 FEET WEST OF D 6 Q R.M. 1, 3 FEET NORTH OF A FENCE, 4.0
 SR0703'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 SR0703'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0702 ***********************************************************************
 SR0702  DESIGNATION -  D 6 Q RM 1
 SR0702  PID         -  SR0702
 SR0702  STATE/COUNTY-  MT/FERGUS
 SR0702  USGS QUAD   -  DANVERS (1970)
 SR0702
 SR0702                         *CURRENT SURVEY CONTROL
 SR0702  ___________________________________________________________________
 SR0702* NAD 83(1986)-  47 14 37.     (N)    109 37 51.     (W)     SCALED    
 SR0702* NAVD 88     -      1099.464  (meters)    3607.16   (feet)  ADJUSTED  
 SR0702  ___________________________________________________________________
 SR0702  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SR0702  DYNAMIC HT  -        1099.360 (meters)    3606.82  (feet)  COMP
 SR0702  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 SR0702
 SR0702  VERT ORDER  -  SECOND    CLASS 0
 SR0702
 SR0702.The horizontal coordinates were scaled from a topographic map and have
 SR0702.an estimated accuracy of +/- 6 seconds.
 SR0702
 SR0702.The orthometric height was determined by differential leveling
 SR0702.and adjusted by the National Geodetic Survey in June 1991..
 SR0702
 SR0702.The geoid height was determined by GEOID03.
 SR0702
 SR0702.The dynamic height is computed by dividing the NAVD 88
 SR0702.geopotential number by the normal gravity value computed on the
 SR0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0702.degrees latitude (g = 980.6199 gals.).
 SR0702
 SR0702.The modeled gravity was interpolated from observed gravity values.
 SR0702
 SR0702;                    North         East    Units  Estimated Accuracy
 SR0702;SPC MT       -   332,650.      590,100.      MT  (+/- 180 meters Scaled)
 SR0702
 SR0702                          SUPERSEDED SURVEY CONTROL
 SR0702
 SR0702  NGVD 29 (??/??/92) 1098.590  (m)         3604.29   (f) ADJ UNCH    2 0
 SR0702
 SR0702.Superseded values are not recommended for survey control.
 SR0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0702.See file dsdata.txt to determine how the superseded data were derived.
 SR0702
 SR0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT036331(NAD 83)
 SR0702_MARKER: DR = REFERENCE MARK DISK
 SR0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0702_STAMPING: D 6 Q NO 1 1961
 SR0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0702+STABILITY: SURFACE MOTION
 SR0702
 SR0702  HISTORY     - Date     Condition        Report By
 SR0702  HISTORY     - 1961     MONUMENTED       CGS
 SR0702
 SR0702                          STATION DESCRIPTION
 SR0702
 SR0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0702'10.95 MI NW FROM BROOKS.
 SR0702'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0702'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0702'THENCE 10.7 MILES WEST ALONG A PAVED ROAD, IN SECTION 31, T 17 N, R 16
 SR0702'E, 0.3 MILE NORTHEAST OF A SMALL GROVE OF TREES ON A SMALL KNOLL, 67
 SR0702'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 30.2 FEET EAST OF D 6 Q
 SR0702'1961, 2 1/2 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET
 SR0702'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0704 ***********************************************************************
 SR0704  DESIGNATION -  D 6 Q RM 2
 SR0704  PID         -  SR0704
 SR0704  STATE/COUNTY-  MT/FERGUS
 SR0704  USGS QUAD   -  DANVERS (1970)
 SR0704
 SR0704                         *CURRENT SURVEY CONTROL
 SR0704  ___________________________________________________________________
 SR0704* NAD 83(1986)-  47 14 37.     (N)    109 37 53.     (W)     SCALED    
 SR0704* NAVD 88     -      1099.111  (meters)    3606.00   (feet)  ADJUSTED  
 SR0704  ___________________________________________________________________
 SR0704  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SR0704  DYNAMIC HT  -        1099.007 (meters)    3605.66  (feet)  COMP
 SR0704  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 SR0704
 SR0704  VERT ORDER  -  SECOND    CLASS 0
 SR0704
 SR0704.The horizontal coordinates were scaled from a topographic map and have
 SR0704.an estimated accuracy of +/- 6 seconds.
 SR0704
 SR0704.The orthometric height was determined by differential leveling
 SR0704.and adjusted by the National Geodetic Survey in June 1991..
 SR0704
 SR0704.The geoid height was determined by GEOID03.
 SR0704
 SR0704.The dynamic height is computed by dividing the NAVD 88
 SR0704.geopotential number by the normal gravity value computed on the
 SR0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0704.degrees latitude (g = 980.6199 gals.).
 SR0704
 SR0704.The modeled gravity was interpolated from observed gravity values.
 SR0704
 SR0704;                    North         East    Units  Estimated Accuracy
 SR0704;SPC MT       -   332,650.      590,060.      MT  (+/- 180 meters Scaled)
 SR0704
 SR0704                          SUPERSEDED SURVEY CONTROL
 SR0704
 SR0704  NGVD 29 (??/??/92) 1098.237  (m)         3603.13   (f) ADJ UNCH    2 0
 SR0704
 SR0704.Superseded values are not recommended for survey control.
 SR0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0704.See file dsdata.txt to determine how the superseded data were derived.
 SR0704
 SR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT035331(NAD 83)
 SR0704_MARKER: DR = REFERENCE MARK DISK
 SR0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0704_STAMPING: D 6 Q NO 2 1961
 SR0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0704+STABILITY: SURFACE MOTION
 SR0704
 SR0704  HISTORY     - Date     Condition        Report By
 SR0704  HISTORY     - 1961     MONUMENTED       CGS
 SR0704
 SR0704                          STATION DESCRIPTION
 SR0704
 SR0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0704'10.95 MI NW FROM BROOKS.
 SR0704'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0704'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0704'THENCE 10.7 MILES WEST ALONG A PAVED ROAD, IN SECTION 31, T 17 N, R 16
 SR0704'E, 0.3 MILE NORTHEAST OF A SMALL GROVE OF TREES ON A SMALL KNOLL, 67
 SR0704'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29.8 FEET WEST OF D 6 Q
 SR0704'1961, 1 1/2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 SR0704'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0706 ***********************************************************************
 SR0706  DESIGNATION -  D 6 R
 SR0706  PID         -  SR0706
 SR0706  STATE/COUNTY-  MT/FERGUS
 SR0706  USGS QUAD   -  DANVERS (1970)
 SR0706
 SR0706                         *CURRENT SURVEY CONTROL
 SR0706  ___________________________________________________________________
 SR0706* NAD 83(1986)-  47 14 28.     (N)    109 38 12.     (W)     SCALED    
 SR0706* NAVD 88     -      1101.006  (meters)    3612.22   (feet)  ADJUSTED  
 SR0706  ___________________________________________________________________
 SR0706  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SR0706  DYNAMIC HT  -        1100.902 (meters)    3611.88  (feet)  COMP
 SR0706  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 SR0706
 SR0706  VERT ORDER  -  SECOND    CLASS 0
 SR0706
 SR0706.The horizontal coordinates were scaled from a topographic map and have
 SR0706.an estimated accuracy of +/- 6 seconds.
 SR0706
 SR0706.The orthometric height was determined by differential leveling
 SR0706.and adjusted by the National Geodetic Survey in June 1991..
 SR0706
 SR0706.The geoid height was determined by GEOID03.
 SR0706
 SR0706.The dynamic height is computed by dividing the NAVD 88
 SR0706.geopotential number by the normal gravity value computed on the
 SR0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0706.degrees latitude (g = 980.6199 gals.).
 SR0706
 SR0706.The modeled gravity was interpolated from observed gravity values.
 SR0706
 SR0706;                    North         East    Units  Estimated Accuracy
 SR0706;SPC MT       -   332,380.      589,660.      MT  (+/- 180 meters Scaled)
 SR0706
 SR0706                          SUPERSEDED SURVEY CONTROL
 SR0706
 SR0706  NGVD 29 (??/??/92) 1100.131  (m)         3609.35   (f) ADJ UNCH    2 0
 SR0706
 SR0706.Superseded values are not recommended for survey control.
 SR0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0706.See file dsdata.txt to determine how the superseded data were derived.
 SR0706
 SR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT031328(NAD 83)
 SR0706_MARKER: DS = TRIANGULATION STATION DISK
 SR0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0706_STAMPING: D 6 R 1961
 SR0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0706+STABILITY: SURFACE MOTION
 SR0706
 SR0706  HISTORY     - Date     Condition        Report By
 SR0706  HISTORY     - 1961     MONUMENTED       CGS
 SR0706
 SR0706                          STATION DESCRIPTION
 SR0706
 SR0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0706'11.40 MI NW FROM BROOKS.
 SR0706'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0706'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0706'THENCE 11.0 MILES WEST ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTH
 SR0706'ACROSS A CULTIVATED FIELD, IN SECTION 31, T 17 N, R 16 E, ON THE NORTH
 SR0706'SIDE OF A DEEP RAVINE, ABOUT 150 YARDS WEST-NORTHWEST OF A SMALL GROVE
 SR0706'OF TREES, 28 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 108 FEET
 SR0706'EAST OF A FENCE CORNER WHICH IS PART OF A FENCE AROUND A STORAGE PIT,
 SR0706'33.4 FEET EAST-SOUTHEAST OF D 6 R R.M. 2, 26.4 FEET WEST OF D 6 R R.M.
 SR0706'1, 6.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0706'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0707 ***********************************************************************
 SR0707  DESIGNATION -  D 6 R RM 1
 SR0707  PID         -  SR0707
 SR0707  STATE/COUNTY-  MT/FERGUS
 SR0707  USGS QUAD   -  DANVERS (1970)
 SR0707
 SR0707                         *CURRENT SURVEY CONTROL
 SR0707  ___________________________________________________________________
 SR0707* NAD 83(1986)-  47 14 28.     (N)    109 38 13.     (W)     SCALED    
 SR0707* NAVD 88     -      1101.126  (meters)    3612.61   (feet)  ADJUSTED  
 SR0707  ___________________________________________________________________
 SR0707  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SR0707  DYNAMIC HT  -        1101.022 (meters)    3612.27  (feet)  COMP
 SR0707  MODELED GRAV-     980,480.9   (mgal)                       NAVD 88
 SR0707
 SR0707  VERT ORDER  -  SECOND    CLASS 0
 SR0707
 SR0707.The horizontal coordinates were scaled from a topographic map and have
 SR0707.an estimated accuracy of +/- 6 seconds.
 SR0707
 SR0707.The orthometric height was determined by differential leveling
 SR0707.and adjusted by the National Geodetic Survey in June 1991..
 SR0707
 SR0707.The geoid height was determined by GEOID03.
 SR0707
 SR0707.The dynamic height is computed by dividing the NAVD 88
 SR0707.geopotential number by the normal gravity value computed on the
 SR0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0707.degrees latitude (g = 980.6199 gals.).
 SR0707
 SR0707.The modeled gravity was interpolated from observed gravity values.
 SR0707
 SR0707;                    North         East    Units  Estimated Accuracy
 SR0707;SPC MT       -   332,380.      589,640.      MT  (+/- 180 meters Scaled)
 SR0707
 SR0707                          SUPERSEDED SURVEY CONTROL
 SR0707
 SR0707  NGVD 29 (??/??/92) 1100.251  (m)         3609.74   (f) ADJ UNCH    2 0
 SR0707
 SR0707.Superseded values are not recommended for survey control.
 SR0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0707.See file dsdata.txt to determine how the superseded data were derived.
 SR0707
 SR0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT031328(NAD 83)
 SR0707_MARKER: DR = REFERENCE MARK DISK
 SR0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0707_STAMPING: D 6 R NO 1 1961
 SR0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0707+STABILITY: SURFACE MOTION
 SR0707
 SR0707  HISTORY     - Date     Condition        Report By
 SR0707  HISTORY     - 1961     MONUMENTED       CGS
 SR0707
 SR0707                          STATION DESCRIPTION
 SR0707
 SR0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0707'11.40 MI NW FROM BROOKS.
 SR0707'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0707'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0707'THENCE 11.0 MILES WEST ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTH
 SR0707'ACROSS A CULTIVATED FIELD, IN SECTION 31, T 17 N, R 16 E, ON THE NORTH
 SR0707'SIDE OF A DEEP RAVINE, 15 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 SR0707'TRACK ROAD, 26.4 FEET EAST OF D 6 R 1961, ABOUT LEVEL WITH THE TRACK
 SR0707'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0705 ***********************************************************************
 SR0705  DESIGNATION -  D 6 R RM 2
 SR0705  PID         -  SR0705
 SR0705  STATE/COUNTY-  MT/FERGUS
 SR0705  USGS QUAD   -  DANVERS (1970)
 SR0705
 SR0705                         *CURRENT SURVEY CONTROL
 SR0705  ___________________________________________________________________
 SR0705* NAD 83(1986)-  47 14 27.     (N)    109 38 12.     (W)     SCALED    
 SR0705* NAVD 88     -      1100.753  (meters)    3611.39   (feet)  ADJUSTED  
 SR0705  ___________________________________________________________________
 SR0705  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SR0705  DYNAMIC HT  -        1100.649 (meters)    3611.05  (feet)  COMP
 SR0705  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 SR0705
 SR0705  VERT ORDER  -  SECOND    CLASS 0
 SR0705
 SR0705.The horizontal coordinates were scaled from a topographic map and have
 SR0705.an estimated accuracy of +/- 6 seconds.
 SR0705
 SR0705.The orthometric height was determined by differential leveling
 SR0705.and adjusted by the National Geodetic Survey in June 1991..
 SR0705
 SR0705.The geoid height was determined by GEOID03.
 SR0705
 SR0705.The dynamic height is computed by dividing the NAVD 88
 SR0705.geopotential number by the normal gravity value computed on the
 SR0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0705.degrees latitude (g = 980.6199 gals.).
 SR0705
 SR0705.The modeled gravity was interpolated from observed gravity values.
 SR0705
 SR0705;                    North         East    Units  Estimated Accuracy
 SR0705;SPC MT       -   332,340.      589,660.      MT  (+/- 180 meters Scaled)
 SR0705
 SR0705                          SUPERSEDED SURVEY CONTROL
 SR0705
 SR0705  NGVD 29 (??/??/92) 1099.878  (m)         3608.52   (f) ADJ UNCH    2 0
 SR0705
 SR0705.Superseded values are not recommended for survey control.
 SR0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0705.See file dsdata.txt to determine how the superseded data were derived.
 SR0705
 SR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT031328(NAD 83)
 SR0705_MARKER: DR = REFERENCE MARK DISK
 SR0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0705_STAMPING: D 6 R NO 2 1961
 SR0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0705+STABILITY: SURFACE MOTION
 SR0705
 SR0705  HISTORY     - Date     Condition        Report By
 SR0705  HISTORY     - 1961     MONUMENTED       CGS
 SR0705
 SR0705                          STATION DESCRIPTION
 SR0705
 SR0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0705'11.40 MI NW FROM BROOKS.
 SR0705'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0705'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0705'THENCE 11.0 MILES WEST ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTH
 SR0705'ACROSS A CULTIVATED FIELD, IN SECTION 31, T 17 N, R 16 E, ON THE NORTH
 SR0705'SIDE OF A DEEP RAVINE, 19 FEET SOUTH OF THE CENTER LINE OF A TRACK
 SR0705'ROAD, 33.4 FEET WEST-NORTHWEST OF D 6 R 1961, AND SET IN THE TOP OF A
 SR0705'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0129 ***********************************************************************
 QU0129  DESIGNATION -  D 60
 QU0129  PID         -  QU0129
 QU0129  STATE/COUNTY-  MT/POWDER RIVER
 QU0129  USGS QUAD   -  BIDDLE (1970)
 QU0129
 QU0129                         *CURRENT SURVEY CONTROL
 QU0129  ___________________________________________________________________
 QU0129* NAD 83(1986)-  45 05 01.     (N)    105 20 32.     (W)     SCALED    
 QU0129* NAVD 88     -      1003.519  (meters)    3292.38   (feet)  ADJUSTED  
 QU0129  ___________________________________________________________________
 QU0129  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 QU0129  DYNAMIC HT  -        1003.255 (meters)    3291.51  (feet)  COMP
 QU0129  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 QU0129
 QU0129  VERT ORDER  -  FIRST     CLASS II
 QU0129
 QU0129.The horizontal coordinates were scaled from a topographic map and have
 QU0129.an estimated accuracy of +/- 6 seconds.
 QU0129
 QU0129.The orthometric height was determined by differential leveling
 QU0129.and adjusted by the National Geodetic Survey in June 1991..
 QU0129
 QU0129.The geoid height was determined by GEOID03.
 QU0129
 QU0129.The dynamic height is computed by dividing the NAVD 88
 QU0129.geopotential number by the normal gravity value computed on the
 QU0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0129.degrees latitude (g = 980.6199 gals.).
 QU0129
 QU0129.The modeled gravity was interpolated from observed gravity values.
 QU0129
 QU0129;                    North         East    Units  Estimated Accuracy
 QU0129;SPC MT       -   101,340.      927,180.      MT  (+/- 180 meters Scaled)
 QU0129
 QU0129                          SUPERSEDED SURVEY CONTROL
 QU0129
 QU0129  NGVD 29 (??/??/92) 1002.896  (m)         3290.33   (f) ADJ UNCH    1 2
 QU0129
 QU0129.Superseded values are not recommended for survey control.
 QU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0129.See file dsdata.txt to determine how the superseded data were derived.
 QU0129
 QU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK730922(NAD 83)
 QU0129_MARKER: DB = BENCH MARK DISK
 QU0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0129_STAMPING: D 60 1933
 QU0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0129+STABILITY: SURFACE MOTION
 QU0129
 QU0129  HISTORY     - Date     Condition        Report By
 QU0129  HISTORY     - 1933     MONUMENTED       CGS
 QU0129  HISTORY     - 1953     GOOD             NGS
 QU0129  HISTORY     - 1953     GOOD             NGS
 QU0129
 QU0129                          STATION DESCRIPTION
 QU0129
 QU0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0129'27.1 MI S FROM BROADUS.
 QU0129'27.1 MILES SOUTH ALONG THE BROADUS-GILLETTE ROAD FROM THE
 QU0129'INTERSECTION OF STATE HIGHWAY 22 AND THE MAIN NORTH-AND-SOUTH
 QU0129'STREET AT BROADUS, POWDER RIVER COUNTY, 1.3 MILES SOUTH OF THE
 QU0129'POST OFFICE AND STORE AT BIDDLE, 47 FEET EAST OF THE CENTERLINE
 QU0129'OF THE ROAD, AND IN LINE WITH A CATTLEPASS UNDER THE ROAD BED
 QU0129'16 FEET NORTH OF THE CORNER OF A WIRE FENCE.  A STANDARD DISK,
 QU0129'STAMPED D 60 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QU0129'6 INCHES ABOVE GROUND.
 QU0129
 QU0129                          STATION RECOVERY (1953)
 QU0129
 QU0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QU0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0192 ***********************************************************************
 QU0192  DESIGNATION -  D 61
 QU0192  PID         -  QU0192
 QU0192  STATE/COUNTY-  MT/POWDER RIVER
 QU0192  USGS QUAD   -  COALWOOD (1973)
 QU0192
 QU0192                         *CURRENT SURVEY CONTROL
 QU0192  ___________________________________________________________________
 QU0192* NAD 83(1986)-  45 41 03.     (N)    105 33 14.     (W)     SCALED    
 QU0192* NAVD 88     -      1028.085  (meters)    3372.98   (feet)  ADJUSTED  
 QU0192  ___________________________________________________________________
 QU0192  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 QU0192  DYNAMIC HT  -        1027.877 (meters)    3372.29  (feet)  COMP
 QU0192  MODELED GRAV-     980,378.2   (mgal)                       NAVD 88
 QU0192
 QU0192  VERT ORDER  -  FIRST     CLASS II
 QU0192
 QU0192.The horizontal coordinates were scaled from a topographic map and have
 QU0192.an estimated accuracy of +/- 6 seconds.
 QU0192
 QU0192.The orthometric height was determined by differential leveling
 QU0192.and adjusted by the National Geodetic Survey in June 1991..
 QU0192
 QU0192.The geoid height was determined by GEOID03.
 QU0192
 QU0192.The dynamic height is computed by dividing the NAVD 88
 QU0192.geopotential number by the normal gravity value computed on the
 QU0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0192.degrees latitude (g = 980.6199 gals.).
 QU0192
 QU0192.The modeled gravity was interpolated from observed gravity values.
 QU0192
 QU0192;                    North         East    Units  Estimated Accuracy
 QU0192;SPC MT       -   167,130.      907,180.      MT  (+/- 180 meters Scaled)
 QU0192
 QU0192                          SUPERSEDED SURVEY CONTROL
 QU0192
 QU0192  NGVD 29 (??/??/92) 1027.419  (m)         3370.79   (f) ADJ UNCH    1 2
 QU0192
 QU0192.Superseded values are not recommended for survey control.
 QU0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0192.See file dsdata.txt to determine how the superseded data were derived.
 QU0192
 QU0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL568591(NAD 83)
 QU0192_MARKER: DB = BENCH MARK DISK
 QU0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0192_STAMPING: D 61 1933
 QU0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0192+STABILITY: SURFACE MOTION
 QU0192
 QU0192  HISTORY     - Date     Condition        Report By
 QU0192  HISTORY     - 1933     MONUMENTED       CGS
 QU0192  HISTORY     - 1953     GOOD             NGS
 QU0192  HISTORY     - 1985     MARK NOT FOUND   NGS
 QU0192
 QU0192                          STATION DESCRIPTION
 QU0192
 QU0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0192'19.2 MI N FROM BROADUS.
 QU0192'19.2 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE INTERSECTION WITH
 QU0192'THE MAIN NORTH-AND-SOUTH STREET AT BROADUS, POWDER RIVER COUNTY,
 QU0192'3.2 MILES SOUTH OF THE NORTH ROAD LEADING TO COALWOOD, AT A
 QU0192'CROSSROADS, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 QU0192'EAST, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 QU0192'SOUTH OF THE CORNER OF A WIRE FENCE.  A STANDARD DISK, STAMP D 61
 QU0192'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 QU0192'ABOVE GROUND.
 QU0192
 QU0192                          STATION RECOVERY (1985)
 QU0192
 QU0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0192'NOT RECOVERED.  THE CONCRETE POST WAS FOUND, BUT THE DISK HAD BEEN
 QU0192'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0270 ***********************************************************************
 RT0270  DESIGNATION -  D 62
 RT0270  PID         -  RT0270
 RT0270  STATE/COUNTY-  MT/CUSTER
 RT0270  USGS QUAD   -  PADDY FAY CREEK (1968)
 RT0270
 RT0270                         *CURRENT SURVEY CONTROL
 RT0270  ___________________________________________________________________
 RT0270* NAD 83(1986)-  46 16 50.     (N)    105 45 29.     (W)     SCALED    
 RT0270* NAVD 88     -       752.753  (meters)    2469.66   (feet)  ADJUSTED  
 RT0270  ___________________________________________________________________
 RT0270  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RT0270  DYNAMIC HT  -         752.680 (meters)    2469.42  (feet)  COMP
 RT0270  MODELED GRAV-     980,493.5   (mgal)                       NAVD 88
 RT0270
 RT0270  VERT ORDER  -  FIRST     CLASS II
 RT0270
 RT0270.The horizontal coordinates were scaled from a topographic map and have
 RT0270.an estimated accuracy of +/- 6 seconds.
 RT0270
 RT0270.The orthometric height was determined by differential leveling
 RT0270.and adjusted by the National Geodetic Survey in June 1991..
 RT0270
 RT0270.The geoid height was determined by GEOID03.
 RT0270
 RT0270.The dynamic height is computed by dividing the NAVD 88
 RT0270.geopotential number by the normal gravity value computed on the
 RT0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0270.degrees latitude (g = 980.6199 gals.).
 RT0270
 RT0270.The modeled gravity was interpolated from observed gravity values.
 RT0270
 RT0270;                    North         East    Units  Estimated Accuracy
 RT0270;SPC MT       -   232,530.      888,130.      MT  (+/- 180 meters Scaled)
 RT0270
 RT0270                          SUPERSEDED SURVEY CONTROL
 RT0270
 RT0270  NGVD 29 (??/??/92)  752.124  (m)         2467.59   (f) ADJ UNCH    1 2
 RT0270
 RT0270.Superseded values are not recommended for survey control.
 RT0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0270.See file dsdata.txt to determine how the superseded data were derived.
 RT0270
 RT0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM415254(NAD 83)
 RT0270_MARKER: DB = BENCH MARK DISK
 RT0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0270_SP_SET: CONCRETE POST
 RT0270_STAMPING: D 62 1933
 RT0270_MARK LOGO: CGS   
 RT0270_PROJECTION: PROJECTING 15 CENTIMETERS
 RT0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0270+STABILITY: SURFACE MOTION
 RT0270
 RT0270  HISTORY     - Date     Condition        Report By
 RT0270  HISTORY     - UNK      MONUMENTED       CGS
 RT0270  HISTORY     - 1937     GOOD             NGS
 RT0270  HISTORY     - 1985     GOOD             NGS
 RT0270
 RT0270                          STATION DESCRIPTION
 RT0270
 RT0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RT0270'11.6 MI S FROM MILES CITY.
 RT0270'11.6 MILES S ALONG U.S. HWY. 312 FROM THE POST OFFICE AT MILES CITY,
 RT0270'CUSTER COUNTY, 0.3 MILE W OF THE HWY ALONG SIDE ROAD, 0.2 MILE SE OF
 RT0270'THE LEWIS RAMEY RANCH HOUSE, 33 FEET DUE E (MAG) OF CENTER LINE OF
 RT0270'ABANDONED STATE HWY. 22 AND SIDE ROAD CROSSING, 10 FEET W OF 120 FENCE
 RT0270'CORNER.  NOTE-- IN JULY 1937 IT WAS REPORTED THAT THIS BENCH MARK WAS
 RT0270'LOCATED 13 MILES SOUTHEAST ALONG THE OLD TONGUE RIVER ROAD FROM THE
 RT0270'POST OFFICE AT MILES CITY, 0.3 MILE EAST- NORTHEAST ALONG A SIDE ROAD
 RT0270'FROM ITS JUNCTION WITH STATE HIGHWAY 22, 0.2 MILE NORTH OF A BRIDGE
 RT0270'OVER SQUAW CREEK, 0.1 MILE SOUTH OF THE OLD ROAD CROSSING OF SQUAW
 RT0270'CREEK, AT THE TOP OF A SMALL HILL, AT THE JUNCTION OF THE SIDE ROAD
 RT0270'AND THE OLD TONGUE RIVER ROAD, 15 FEET SOUTHEAST OF THE CENTERLINE OF
 RT0270'THE ROAD, AND AT A CATTLE GUARD.
 RT0270
 RT0270                          STATION RECOVERY (1985)
 RT0270
 RT0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RT0270'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 14.3 KM (8.9 MI)
 RT0270'SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION OF INTERSTATE 94
 RT0270'AT MILES CITY, THENCE 0.45 KM (0.3 MI) SOUTHWEST ALONG A PRIVATE
 RT0270'RANCH ROAD, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF THE OLD
 RT0270'HIGHWAY, 8.5 METERS (28.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 RT0270'10.0 METERS (33.0 FT) EAST OF THE CENTERLINE OF THE OLD HIGHWAY, AND
 RT0270'3.0 METERS (10.0 FT) WEST OF A CORNER FENCE POST.
 RT0270'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 RT0270'THE MARK IS 0.5 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0190 ***********************************************************************
 TH0190  DESIGNATION -  D 63
 TH0190  PID         -  TH0190
 TH0190  STATE/COUNTY-  MT/DANIELS
 TH0190  USGS QUAD   -  FLAXVILLE (1973)
 TH0190
 TH0190                         *CURRENT SURVEY CONTROL
 TH0190  ___________________________________________________________________
 TH0190* NAD 83(1986)-  48 48 12.     (N)    105 10 48.     (W)     SCALED    
 TH0190* NAVD 88     -       848.620  (meters)    2784.18   (feet)  ADJUSTED  
 TH0190  ___________________________________________________________________
 TH0190  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TH0190  DYNAMIC HT  -         848.753 (meters)    2784.62  (feet)  COMP
 TH0190  MODELED GRAV-     980,738.6   (mgal)                       NAVD 88
 TH0190
 TH0190  VERT ORDER  -  SECOND    CLASS 0
 TH0190
 TH0190.The horizontal coordinates were scaled from a topographic map and have
 TH0190.an estimated accuracy of +/- 6 seconds.
 TH0190
 TH0190.The orthometric height was determined by differential leveling
 TH0190.and adjusted by the National Geodetic Survey in June 1991..
 TH0190
 TH0190.The geoid height was determined by GEOID03.
 TH0190
 TH0190.The dynamic height is computed by dividing the NAVD 88
 TH0190.geopotential number by the normal gravity value computed on the
 TH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0190.degrees latitude (g = 980.6199 gals.).
 TH0190
 TH0190.The modeled gravity was interpolated from observed gravity values.
 TH0190
 TH0190;                    North         East    Units  Estimated Accuracy
 TH0190;SPC MT       -   514,750.      917,150.      MT  (+/- 180 meters Scaled)
 TH0190
 TH0190                          SUPERSEDED SURVEY CONTROL
 TH0190
 TH0190  NGVD 29 (??/??/92)  848.011  (m)         2782.18   (f) ADJ UNCH    2 0
 TH0190
 TH0190.Superseded values are not recommended for survey control.
 TH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0190.See file dsdata.txt to determine how the superseded data were derived.
 TH0190
 TH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ867056(NAD 83)
 TH0190_MARKER: DB = BENCH MARK DISK
 TH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0190_STAMPING: D 63 1934
 TH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0190+STABILITY: SURFACE MOTION
 TH0190
 TH0190  HISTORY     - Date     Condition        Report By
 TH0190  HISTORY     - 1934     MONUMENTED       CGS
 TH0190  HISTORY     - 1935     GOOD             NGS
 TH0190  HISTORY     - 1973     MARK NOT FOUND   USGS
 TH0190
 TH0190                          STATION DESCRIPTION
 TH0190
 TH0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TH0190'0.3 MI W FROM FLAXVILLE.
 TH0190'0.3 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0190'FLAXVILLE, DANIELS COUNTY, 490 YARDS EAST OF MILEPOST 87, AND 54 FEET
 TH0190'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 63
 TH0190'1934 AND SET IN THE TOP OF A CONCRETE POST.
 TH0190
 TH0190                          STATION RECOVERY (1973)
 TH0190
 TH0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TH0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0155 ***********************************************************************
 TH0155  DESIGNATION -  D 64
 TH0155  PID         -  TH0155
 TH0155  STATE/COUNTY-  MT/SHERIDAN
 TH0155  USGS QUAD   -  REDSTONE (1983)
 TH0155
 TH0155                         *CURRENT SURVEY CONTROL
 TH0155  ___________________________________________________________________
 TH0155* NAD 83(1986)-  48 48 58.     (N)    104 56 29.     (W)     SCALED    
 TH0155* NAVD 88     -       640.189  (meters)    2100.35   (feet)  ADJUSTED  
 TH0155  ___________________________________________________________________
 TH0155  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 TH0155  DYNAMIC HT  -         640.304 (meters)    2100.73  (feet)  COMP
 TH0155  MODELED GRAV-     980,769.1   (mgal)                       NAVD 88
 TH0155
 TH0155  VERT ORDER  -  SECOND    CLASS 0
 TH0155
 TH0155.The horizontal coordinates were scaled from a topographic map and have
 TH0155.an estimated accuracy of +/- 6 seconds.
 TH0155
 TH0155.The orthometric height was determined by differential leveling
 TH0155.and adjusted by the National Geodetic Survey in June 1991..
 TH0155
 TH0155.The geoid height was determined by GEOID03.
 TH0155
 TH0155.The dynamic height is computed by dividing the NAVD 88
 TH0155.geopotential number by the normal gravity value computed on the
 TH0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0155.degrees latitude (g = 980.6199 gals.).
 TH0155
 TH0155.The modeled gravity was interpolated from observed gravity values.
 TH0155
 TH0155;                    North         East    Units  Estimated Accuracy
 TH0155;SPC MT       -   517,160.      934,560.      MT  (+/- 180 meters Scaled)
 TH0155
 TH0155                          SUPERSEDED SURVEY CONTROL
 TH0155
 TH0155  NGVD 29 (??/??/92)  639.647  (m)         2098.58   (f) ADJ UNCH    2 0
 TH0155
 TH0155.Superseded values are not recommended for survey control.
 TH0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0155.See file dsdata.txt to determine how the superseded data were derived.
 TH0155
 TH0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ043070(NAD 83)
 TH0155_MARKER: DB = BENCH MARK DISK
 TH0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0155_STAMPING: D 64 1934
 TH0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0155+STABILITY: SURFACE MOTION
 TH0155
 TH0155  HISTORY     - Date     Condition        Report By
 TH0155  HISTORY     - 1934     MONUMENTED       CGS
 TH0155  HISTORY     - 1935     GOOD             NGS
 TH0155  HISTORY     - 1977     GOOD             USGS
 TH0155
 TH0155                          STATION DESCRIPTION
 TH0155
 TH0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TH0155'0.4 MI E FROM REDSTONE.
 TH0155'0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0155'REDSTONE, SHERIDAN COUNTY, 172 YARDS NORTH OF MILEPOST 74, AND 43 FEET
 TH0155'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 64
 TH0155'1934 AND SET IN THE TOP OF A CONCRETE POST.
 TH0155
 TH0155                          STATION RECOVERY (1977)
 TH0155
 TH0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0155'0.4 MILE SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TH0155'STATION AT REDSTONE, SHERIDAN COUNTY, 310 FEET SOUTHEAST OF A SIDING
 TH0155'SWITCH, AND 49 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. A
 TH0155'STANDARD DISK, STAMPED D 64 1934 AND SET IN THE TOP OF A CONCRETE
 TH0155'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0305 ***********************************************************************
 SR0305  DESIGNATION -  D 65
 SR0305  PID         -  SR0305
 SR0305  STATE/COUNTY-  MT/FERGUS
 SR0305  USGS QUAD   -  WOODHAWK HILL (1985)
 SR0305
 SR0305                         *CURRENT SURVEY CONTROL
 SR0305  ___________________________________________________________________
 SR0305* NAD 83(1986)-  47 42 04.     (N)    109 09 32.     (W)     SCALED    
 SR0305* NAVD 88     -       990.265  (meters)    3248.89   (feet)  ADJUSTED  
 SR0305  ___________________________________________________________________
 SR0305  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 SR0305  DYNAMIC HT  -         990.257 (meters)    3248.87  (feet)  COMP
 SR0305  MODELED GRAV-     980,570.0   (mgal)                       NAVD 88
 SR0305
 SR0305  VERT ORDER  -  FIRST     CLASS II
 SR0305
 SR0305.The horizontal coordinates were scaled from a topographic map and have
 SR0305.an estimated accuracy of +/- 6 seconds.
 SR0305
 SR0305.The orthometric height was determined by differential leveling
 SR0305.and adjusted by the National Geodetic Survey in June 1991..
 SR0305
 SR0305.The geoid height was determined by GEOID03.
 SR0305
 SR0305.The dynamic height is computed by dividing the NAVD 88
 SR0305.geopotential number by the normal gravity value computed on the
 SR0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0305.degrees latitude (g = 980.6199 gals.).
 SR0305
 SR0305.The modeled gravity was interpolated from observed gravity values.
 SR0305
 SR0305;                    North         East    Units  Estimated Accuracy
 SR0305;SPC MT       -   383,540.      625,590.      MT  (+/- 180 meters Scaled)
 SR0305
 SR0305                          SUPERSEDED SURVEY CONTROL
 SR0305
 SR0305  NGVD 29 (??/??/92)  989.467  (m)         3246.28   (f) ADJ UNCH    1 2
 SR0305
 SR0305.Superseded values are not recommended for survey control.
 SR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0305.See file dsdata.txt to determine how the superseded data were derived.
 SR0305
 SR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT381847(NAD 83)
 SR0305_MARKER: DB = BENCH MARK DISK
 SR0305_SETTING: 66 = SET IN ROCK OUTCROP
 SR0305_SP_SET: SANDSTONE OUTCROP
 SR0305_STAMPING: 3246.276 D 65 1933
 SR0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0305+STABILITY: POSITION/ELEVATION WELL
 SR0305
 SR0305  HISTORY     - Date     Condition        Report By
 SR0305  HISTORY     - 1933     MONUMENTED       CGS
 SR0305  HISTORY     - 1934     GOOD             NGS
 SR0305  HISTORY     - 1979     GOOD             USGS
 SR0305
 SR0305                          STATION DESCRIPTION
 SR0305
 SR0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0305'19.0 MI NE FROM WINIFRED.
 SR0305'19.9 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM WINIFRED, FERGUS
 SR0305'COUNTY, ON THE NORTH SIDE OF A DRY WASH, 125 FEET EAST OF THE
 SR0305'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE SANDSTONE
 SR0305'OUTCROP.  A STANDARD DISK, STAMPED 3246.276 D 65 1933.
 SR0305
 SR0305                          STATION RECOVERY (1979)
 SR0305
 SR0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0305'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0305'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0305'0.5 MILE NORTH, 1.9 MILES EAST, 1.0 MILE NORTH, 3.95 MILES EAST, 1.0
 SR0305'MILE NORTH, 2.0 MILES EAST AND 6.6 MILES NORTH ALL ALONG A GRAVELED
 SR0305'ROAD TO A ROAD WEST. CONTINUE 0.8 MILE NORTHEAST ALONG GRAVEL ROAD,
 SR0305'THE BENCH MARK IS NEAR THE CENTER OF THE SOUTHEAST 1/4 OF SECTION 4
 SR0305'T22N R20E, 115 FEET EAST OF THE CENTERLINE OF GRAVEL ROAD AND SET IN
 SR0305'THE TOP OF A LARGE SANDSTONE OUTCROP. A STANDARD DISK, STAMPED
 SR0305'3246.276 D 65 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0173 ***********************************************************************
 QY0173  DESIGNATION -  D 68
 QY0173  PID         -  QY0173
 QY0173  STATE/COUNTY-  MT/BEAVERHEAD
 QY0173  USGS QUAD   -  BURNS MOUNTAIN (1979)
 QY0173
 QY0173                         *CURRENT SURVEY CONTROL
 QY0173  ___________________________________________________________________
 QY0173* NAD 83(1986)-  45 13 47.     (N)    112 51 33.     (W)     SCALED    
 QY0173* NAVD 88     -      1799.043  (meters)    5902.36   (feet)  ADJUSTED  
 QY0173  ___________________________________________________________________
 QY0173  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 QY0173  DYNAMIC HT  -        1798.188 (meters)    5899.56  (feet)  COMP
 QY0173  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 QY0173
 QY0173  VERT ORDER  -  SECOND    CLASS 0
 QY0173
 QY0173.The horizontal coordinates were scaled from a topographic map and have
 QY0173.an estimated accuracy of +/- 6 seconds.
 QY0173
 QY0173.The orthometric height was determined by differential leveling
 QY0173.and adjusted by the National Geodetic Survey in June 1991..
 QY0173
 QY0173.The geoid height was determined by GEOID03.
 QY0173
 QY0173.The dynamic height is computed by dividing the NAVD 88
 QY0173.geopotential number by the normal gravity value computed on the
 QY0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0173.degrees latitude (g = 980.6199 gals.).
 QY0173
 QY0173.The modeled gravity was interpolated from observed gravity values.
 QY0173
 QY0173;                    North         East    Units  Estimated Accuracy
 QY0173;SPC MT       -   114,550.      336,320.      MT  (+/- 180 meters Scaled)
 QY0173
 QY0173                          SUPERSEDED SURVEY CONTROL
 QY0173
 QY0173  NGVD 29 (??/??/92) 1797.790  (m)         5898.25   (f) ADJ UNCH    2 0
 QY0173
 QY0173.Superseded values are not recommended for survey control.
 QY0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0173.See file dsdata.txt to determine how the superseded data were derived.
 QY0173
 QY0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR540101(NAD 83)
 QY0173_MARKER: DB = BENCH MARK DISK
 QY0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0173_STAMPING: D 68 1934
 QY0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0173+STABILITY: SURFACE MOTION
 QY0173
 QY0173  HISTORY     - Date     Condition        Report By
 QY0173  HISTORY     - 1934     MONUMENTED       CGS
 QY0173
 QY0173                          STATION DESCRIPTION
 QY0173
 QY0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0173'11.7 MI W FROM DILLON.
 QY0173'11.7 MILES WEST ALONG STATE HIGHWAY 36 FROM THE UNION PACIFIC RAILROAD
 QY0173'STATION AT DILLON, BEAVERHEAD COUNTY, 520 FEET NORTHEAST OF A ROAD
 QY0173'LEADING WEST AROUND A KNOB-SHAPED HILL, 205 FEET NORTH OF THE SUMMIT
 QY0173'OF A HILL, 37 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 12
 QY0173'FEET NORTH OF THE CAIRN.  A STANDARD DISK, STAMPED D 68 1934 AND SET
 QY0173'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0444 ***********************************************************************
 RX0444  DESIGNATION -  D 69
 RX0444  PID         -  RX0444
 RX0444  STATE/COUNTY-  MT/DEER LODGE
 RX0444  USGS QUAD   -  ANACONDA SOUTH (1996)
 RX0444
 RX0444                         *CURRENT SURVEY CONTROL
 RX0444  ___________________________________________________________________
 RX0444* NAD 83(1986)-  46 07 13.     (N)    112 55 07.     (W)     SCALED    
 RX0444* NAVD 88     -      1590.824  (meters)    5219.23   (feet)  ADJUSTED  
 RX0444  ___________________________________________________________________
 RX0444  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 RX0444  DYNAMIC HT  -        1590.248 (meters)    5217.34  (feet)  COMP
 RX0444  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 RX0444
 RX0444  VERT ORDER  -  SECOND    CLASS 0
 RX0444
 RX0444.The horizontal coordinates were scaled from a topographic map and have
 RX0444.an estimated accuracy of +/- 6 seconds.
 RX0444
 RX0444.The orthometric height was determined by differential leveling
 RX0444.and adjusted by the National Geodetic Survey in June 1991..
 RX0444
 RX0444.The geoid height was determined by GEOID03.
 RX0444
 RX0444.The dynamic height is computed by dividing the NAVD 88
 RX0444.geopotential number by the normal gravity value computed on the
 RX0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0444.degrees latitude (g = 980.6199 gals.).
 RX0444
 RX0444.The modeled gravity was interpolated from observed gravity values.
 RX0444
 RX0444;                    North         East    Units  Estimated Accuracy
 RX0444;SPC MT       -   213,600.      335,970.      MT  (+/- 180 meters Scaled)
 RX0444
 RX0444                          SUPERSEDED SURVEY CONTROL
 RX0444
 RX0444  NGVD 29 (??/??/92) 1589.644  (m)         5215.36   (f) ADJ UNCH    2 0
 RX0444
 RX0444.Superseded values are not recommended for survey control.
 RX0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0444.See file dsdata.txt to determine how the superseded data were derived.
 RX0444
 RX0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS517092(NAD 83)
 RX0444_MARKER: DD = SURVEY DISK
 RX0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0444_STAMPING: D 69 1934
 RX0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0444+STABILITY: SURFACE MOTION
 RX0444
 RX0444  HISTORY     - Date     Condition        Report By
 RX0444  HISTORY     - 1934     MONUMENTED       USGS
 RX0444  HISTORY     - 1958     MARK NOT FOUND   NGS
 RX0444
 RX0444                          STATION DESCRIPTION
 RX0444
 RX0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RX0444'2.4 MI E FROM ANACONDA.
 RX0444'2.4 MILES EAST ALONG THE BUTTE, ANACONDA AND PACIFIC RAILWAY FROM THE
 RX0444'POST OFFICE AT ANACONDA, DEER LODGE COUNTY, 264 FEET EAST OF MILEPOST
 RX0444'24, 135 FEET SOUTHWEST OF UNDERPASS NO. 23.77, 120 FEET WEST OF THE
 RX0444'CENTERLINE OF A PAVED SMELTER ROAD, AT THE NORTHEAST CORNER OF THE
 RX0444'SMALL SMELTER PARK, AND 60 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 RX0444'TRACK.  A STANDARD DISK, STAMPED D 69 1934 AND SET IN THE TOP OF A
 RX0444'CONCRETE POST.  NOTE-- A BUILDING NOW OCCUPY POSITION PER DESCRIPTION,
 RX0444'PROBABLY WAS DESTROYED WHEN BUILDING WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0012 ***********************************************************************
 QW0012  DESIGNATION -  D 7
 QW0012  PID         -  QW0012
 QW0012  STATE/COUNTY-  MT/YELLOWSTONE
 QW0012  USGS QUAD   -  COTTONWOOD CREEK (1975)
 QW0012
 QW0012                         *CURRENT SURVEY CONTROL
 QW0012  ___________________________________________________________________
 QW0012* NAD 83(1986)-  45 51 50.     (N)    108 22 24.     (W)     SCALED    
 QW0012* NAVD 88     -       929.439  (meters)    3049.33   (feet)  ADJUSTED  
 QW0012  ___________________________________________________________________
 QW0012  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 QW0012  DYNAMIC HT  -         929.247 (meters)    3048.70  (feet)  COMP
 QW0012  MODELED GRAV-     980,377.6   (mgal)                       NAVD 88
 QW0012
 QW0012  VERT ORDER  -  FIRST     CLASS II
 QW0012
 QW0012.The horizontal coordinates were scaled from a topographic map and have
 QW0012.an estimated accuracy of +/- 6 seconds.
 QW0012
 QW0012.The orthometric height was determined by differential leveling
 QW0012.and adjusted by the National Geodetic Survey in June 1991..
 QW0012
 QW0012.The geoid height was determined by GEOID03.
 QW0012
 QW0012.The dynamic height is computed by dividing the NAVD 88
 QW0012.geopotential number by the normal gravity value computed on the
 QW0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0012.degrees latitude (g = 980.6199 gals.).
 QW0012
 QW0012.The modeled gravity was interpolated from observed gravity values.
 QW0012
 QW0012;                    North         East    Units  Estimated Accuracy
 QW0012;SPC MT       -   179,990.      687,450.      MT  (+/- 180 meters Scaled)
 QW0012
 QW0012                          SUPERSEDED SURVEY CONTROL
 QW0012
 QW0012  NGVD 29 (??/??/92)  928.697  (m)         3046.90   (f) ADJ UNCH    1 2
 QW0012
 QW0012.Superseded values are not recommended for survey control.
 QW0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0012.See file dsdata.txt to determine how the superseded data were derived.
 QW0012
 QW0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR038822(NAD 83)
 QW0012_MARKER: P = PIPE CAP
 QW0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0012
 QW0012  HISTORY     - Date     Condition        Report By
 QW0012  HISTORY     - UNK      MONUMENTED       CGS
 QW0012  HISTORY     - 1957     GOOD             NGS
 QW0012
 QW0012                          STATION DESCRIPTION
 QW0012
 QW0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0012'3.9 MI SW FROM HUNTLEY.
 QW0012'ABOUT 3.9 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0012'STATION AT HUNTLEY, IN SECTION 4, T 1 N, R 27 E, 55 FEET NORTHEAST OF
 QW0012'MILEPOST 217, 26 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST
 QW0012'BOUND TRACK, ABOUT 15 YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE
 QW0012'YELLOWSTONE RIVER, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A
 QW0012'3-INCH IRON PIPE WHICH PROJECTS 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0042 ***********************************************************************
 SQ0042  DESIGNATION -  D 7
 SQ0042  PID         -  SQ0042
 SQ0042  STATE/COUNTY-  MT/GARFIELD
 SQ0042  USGS QUAD   -  YORK ISLAND (1972)
 SQ0042
 SQ0042                         *CURRENT SURVEY CONTROL
 SQ0042  ___________________________________________________________________
 SQ0042* NAD 83(1986)-  47 53 22.     (N)    106 24 05.     (W)     SCALED    
 SQ0042* NAVD 88     -       639.811  (meters)    2099.11   (feet)  ADJUSTED  
 SQ0042  ___________________________________________________________________
 SQ0042  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 SQ0042  DYNAMIC HT  -         639.854 (meters)    2099.25  (feet)  COMP
 SQ0042  MODELED GRAV-     980,658.1   (mgal)                       NAVD 88
 SQ0042
 SQ0042  VERT ORDER  -  SECOND    CLASS 0
 SQ0042
 SQ0042.The horizontal coordinates were scaled from a topographic map and have
 SQ0042.an estimated accuracy of +/- 6 seconds.
 SQ0042
 SQ0042.The orthometric height was determined by differential leveling
 SQ0042.and adjusted by the National Geodetic Survey in June 1991..
 SQ0042
 SQ0042.The geoid height was determined by GEOID03.
 SQ0042
 SQ0042.The dynamic height is computed by dividing the NAVD 88
 SQ0042.geopotential number by the normal gravity value computed on the
 SQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0042.degrees latitude (g = 980.6199 gals.).
 SQ0042
 SQ0042.The modeled gravity was interpolated from observed gravity values.
 SQ0042
 SQ0042;                    North         East    Units  Estimated Accuracy
 SQ0042;SPC MT       -   408,990.      831,560.      MT  (+/- 180 meters Scaled)
 SQ0042
 SQ0042                          SUPERSEDED SURVEY CONTROL
 SQ0042
 SQ0042  NGVD 29 (??/??/92)  639.188  (m)         2097.07   (f) ADJ UNCH    2 0
 SQ0042
 SQ0042.Superseded values are not recommended for survey control.
 SQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0042.See file dsdata.txt to determine how the superseded data were derived.
 SQ0042
 SQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP952049(NAD 83)
 SQ0042_MARKER: P = PIPE CAP
 SQ0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0042_STAMPING: D-7
 SQ0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0042
 SQ0042  HISTORY     - Date     Condition        Report By
 SQ0042  HISTORY     - UNK      MONUMENTED       DOD
 SQ0042  HISTORY     - 1935     GOOD             NGS
 SQ0042  HISTORY     - 1972     MARK NOT FOUND   USGS
 SQ0042
 SQ0042                          STATION DESCRIPTION
 SQ0042
 SQ0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SQ0042'9.3 MI N FROM HAXBY.
 SQ0042'ABOUT 9.3 MILES NORTH ALONG STATE HIGHWAY NO. 22 FROM HAXBY, GARFIELD
 SQ0042'COUNTY, ABOUT 0.5 MILE EAST OF THE HIGHWAY, ABOUT 300 FEET SOUTHEAST
 SQ0042'OF THE NELSON RANCH HOUSE, AND ON THE LEFT BANK OF THE BIG DRY CREEK,
 SQ0042'AND EAST OF A NORTH-SOUTH ROAD.  A CORPS OF ENGINEERS, U.S. ARMY,
 SQ0042'STANDARD CAP, STAMPED D-7, AND RIVETED ON THE TOP OF A 2-INCH IRON
 SQ0042'PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.  NOTE-- MARK UNDERWATER.
 SQ0042
 SQ0042                          STATION RECOVERY (1972)
 SQ0042
 SQ0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SQ0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0041 ***********************************************************************
 SQ0041  DESIGNATION -  D 7 A
 SQ0041  PID         -  SQ0041
 SQ0041  STATE/COUNTY-  MT/GARFIELD
 SQ0041  USGS QUAD   -  YORK ISLAND (1972)
 SQ0041
 SQ0041                         *CURRENT SURVEY CONTROL
 SQ0041  ___________________________________________________________________
 SQ0041* NAD 83(1986)-  47 52 58.     (N)    106 24 22.     (W)     SCALED    
 SQ0041* NAVD 88     -       645.588  (meters)    2118.07   (feet)  ADJUSTED  
 SQ0041  ___________________________________________________________________
 SQ0041  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 SQ0041  DYNAMIC HT  -         645.631 (meters)    2118.21  (feet)  COMP
 SQ0041  MODELED GRAV-     980,657.5   (mgal)                       NAVD 88
 SQ0041
 SQ0041  VERT ORDER  -  SECOND    CLASS 0
 SQ0041
 SQ0041.The horizontal coordinates were scaled from a topographic map and have
 SQ0041.an estimated accuracy of +/- 6 seconds.
 SQ0041
 SQ0041.The orthometric height was determined by differential leveling
 SQ0041.and adjusted by the National Geodetic Survey in June 1991..
 SQ0041
 SQ0041.The geoid height was determined by GEOID03.
 SQ0041
 SQ0041.The dynamic height is computed by dividing the NAVD 88
 SQ0041.geopotential number by the normal gravity value computed on the
 SQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0041.degrees latitude (g = 980.6199 gals.).
 SQ0041
 SQ0041.The modeled gravity was interpolated from observed gravity values.
 SQ0041
 SQ0041;                    North         East    Units  Estimated Accuracy
 SQ0041;SPC MT       -   408,240.      831,230.      MT  (+/- 180 meters Scaled)
 SQ0041
 SQ0041                          SUPERSEDED SURVEY CONTROL
 SQ0041
 SQ0041  NGVD 29 (??/??/92)  644.960  (m)         2116.01   (f) ADJ UNCH    2 0
 SQ0041
 SQ0041.Superseded values are not recommended for survey control.
 SQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0041.See file dsdata.txt to determine how the superseded data were derived.
 SQ0041
 SQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP948042(NAD 83)
 SQ0041_MARKER: P = PIPE CAP
 SQ0041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0041_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0041_STAMPING: SEE TEXT
 SQ0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0041
 SQ0041  HISTORY     - Date     Condition        Report By
 SQ0041  HISTORY     - 1915     MONUMENTED       DOD
 SQ0041  HISTORY     - 1934     GOOD             NGS
 SQ0041  HISTORY     - 1972     MARK NOT FOUND   USGS
 SQ0041
 SQ0041                          STATION DESCRIPTION
 SQ0041
 SQ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0041'8.8 MI N FROM HAXBY.
 SQ0041'ABOUT 8.8 MILES NORTH ALONG STATE HIGHWAY 22 FROM HAXBY, GARFIELD
 SQ0041'COUNTY, ABOUT 0.5 MILE SOUTHWEST OF THE NELSON RANCH HOUSE, ABOUT 200
 SQ0041'FEET SOUTHEAST OF A 40-FOOT TIMBER BRIDGE, AND ABOUT 75 FEET EAST OF A
 SQ0041'NORTH-AND-SOUTH ROAD.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 SQ0041'MARKED U.S. GENERAL LAND OFFICE 1915 T 25 N R 41 E S 34/S2-S1 AND
 SQ0041'RIVETED ON THE TOP OF A 1-1/2-INCH IRON PIPE.  NOTE-- MARK UNDERWATER.
 SQ0041
 SQ0041                          STATION RECOVERY (1972)
 SQ0041
 SQ0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SQ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0718 ***********************************************************************
 SR0718  DESIGNATION -  D 7 O
 SR0718  PID         -  SR0718
 SR0718  STATE/COUNTY-  MT/FERGUS
 SR0718  USGS QUAD   -  HOOSAC (1978)
 SR0718
 SR0718                         *CURRENT SURVEY CONTROL
 SR0718  ___________________________________________________________________
 SR0718* NAD 83(1986)-  47 16 33.     (N)    109 45 17.     (W)     SCALED    
 SR0718* NAVD 88     -      1082.435  (meters)    3551.29   (feet)  ADJUSTED  
 SR0718  ___________________________________________________________________
 SR0718  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0718  DYNAMIC HT  -        1082.345 (meters)    3550.99  (feet)  COMP
 SR0718  MODELED GRAV-     980,493.1   (mgal)                       NAVD 88
 SR0718
 SR0718  VERT ORDER  -  SECOND    CLASS 0
 SR0718
 SR0718.The horizontal coordinates were scaled from a topographic map and have
 SR0718.an estimated accuracy of +/- 6 seconds.
 SR0718
 SR0718.The orthometric height was determined by differential leveling
 SR0718.and adjusted by the National Geodetic Survey in June 1991..
 SR0718
 SR0718.The geoid height was determined by GEOID03.
 SR0718
 SR0718.The dynamic height is computed by dividing the NAVD 88
 SR0718.geopotential number by the normal gravity value computed on the
 SR0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0718.degrees latitude (g = 980.6199 gals.).
 SR0718
 SR0718.The modeled gravity was interpolated from observed gravity values.
 SR0718
 SR0718;                    North         East    Units  Estimated Accuracy
 SR0718;SPC MT       -   336,260.      580,740.      MT  (+/- 180 meters Scaled)
 SR0718
 SR0718                          SUPERSEDED SURVEY CONTROL
 SR0718
 SR0718  NGVD 29 (??/??/92) 1081.575  (m)         3548.47   (f) ADJ UNCH    2 0
 SR0718
 SR0718.Superseded values are not recommended for survey control.
 SR0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0718.See file dsdata.txt to determine how the superseded data were derived.
 SR0718
 SR0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT941365(NAD 83)
 SR0718_MARKER: DS = TRIANGULATION STATION DISK
 SR0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0718_STAMPING: D 7 O 1961
 SR0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0718+STABILITY: SURFACE MOTION
 SR0718
 SR0718  HISTORY     - Date     Condition        Report By
 SR0718  HISTORY     - 1961     MONUMENTED       CGS
 SR0718
 SR0718                          STATION DESCRIPTION
 SR0718
 SR0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0718'10.7 MI SE FROM DENTON.
 SR0718'ABOUT 8.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0718'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.2 MILE NORTH
 SR0718'ALONG A TRAIL ROAD, THENCE 2.5 MILES EAST ALONG STATE SECONDARY ROAD
 SR0718'235, IN SECTION 36, T 18 N, R 15 E, 52 1/2 FEET NORTH OF THE CENTER
 SR0718'LINE OF THE HIGHWAY, 36.3 FEET EAST OF D 7 O R.M. 2, 31.6 FEET WEST OF
 SR0718'D 7 O R.M. 1, 8 FEET SOUTH OF A FENCE, 2.8 FEET SOUTHEAST OF A METAL
 SR0718'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 SR0718'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0717 ***********************************************************************
 SR0717  DESIGNATION -  D 7 O RM 1
 SR0717  PID         -  SR0717
 SR0717  STATE/COUNTY-  MT/FERGUS
 SR0717  USGS QUAD   -  HOOSAC (1978)
 SR0717
 SR0717                         *CURRENT SURVEY CONTROL
 SR0717  ___________________________________________________________________
 SR0717* NAD 83(1986)-  47 16 34.     (N)    109 45 15.     (W)     SCALED    
 SR0717* NAVD 88     -      1082.167  (meters)    3550.41   (feet)  ADJUSTED  
 SR0717  ___________________________________________________________________
 SR0717  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0717  DYNAMIC HT  -        1082.077 (meters)    3550.11  (feet)  COMP
 SR0717  MODELED GRAV-     980,493.2   (mgal)                       NAVD 88
 SR0717
 SR0717  VERT ORDER  -  SECOND    CLASS 0
 SR0717
 SR0717.The horizontal coordinates were scaled from a topographic map and have
 SR0717.an estimated accuracy of +/- 6 seconds.
 SR0717
 SR0717.The orthometric height was determined by differential leveling
 SR0717.and adjusted by the National Geodetic Survey in June 1991..
 SR0717
 SR0717.The geoid height was determined by GEOID03.
 SR0717
 SR0717.The dynamic height is computed by dividing the NAVD 88
 SR0717.geopotential number by the normal gravity value computed on the
 SR0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0717.degrees latitude (g = 980.6199 gals.).
 SR0717
 SR0717.The modeled gravity was interpolated from observed gravity values.
 SR0717
 SR0717;                    North         East    Units  Estimated Accuracy
 SR0717;SPC MT       -   336,290.      580,780.      MT  (+/- 180 meters Scaled)
 SR0717
 SR0717                          SUPERSEDED SURVEY CONTROL
 SR0717
 SR0717  NGVD 29 (??/??/92) 1081.307  (m)         3547.59   (f) ADJ UNCH    2 0
 SR0717
 SR0717.Superseded values are not recommended for survey control.
 SR0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0717.See file dsdata.txt to determine how the superseded data were derived.
 SR0717
 SR0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT942366(NAD 83)
 SR0717_MARKER: DR = REFERENCE MARK DISK
 SR0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0717_STAMPING: D 7 O NO 1 1961
 SR0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0717+STABILITY: SURFACE MOTION
 SR0717
 SR0717  HISTORY     - Date     Condition        Report By
 SR0717  HISTORY     - 1961     MONUMENTED       CGS
 SR0717
 SR0717                          STATION DESCRIPTION
 SR0717
 SR0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0717'10.7 MI SE FROM DENTON.
 SR0717'ABOUT 8.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0717'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.2 MILE NORTH
 SR0717'ALONG A TRAIL ROAD, THENCE 2.5 MILES EAST ALONG STATE SECONDARY ROAD
 SR0717'235, IN SECTION 36, T 18 N, R 15 E, 59 FEET NORTH OF THE CENTER LINE
 SR0717'OF THE ROAD, 31.6 FEET EAST OF D 7 O 1961, 2 1/2 FEET SOUTH OF A
 SR0717'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SR0717'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0719 ***********************************************************************
 SR0719  DESIGNATION -  D 7 O RM 2
 SR0719  PID         -  SR0719
 SR0719  STATE/COUNTY-  MT/FERGUS
 SR0719  USGS QUAD   -  HOOSAC (1978)
 SR0719
 SR0719                         *CURRENT SURVEY CONTROL
 SR0719  ___________________________________________________________________
 SR0719* NAD 83(1986)-  47 16 33.     (N)    109 45 19.     (W)     SCALED    
 SR0719* NAVD 88     -      1082.583  (meters)    3551.77   (feet)  ADJUSTED  
 SR0719  ___________________________________________________________________
 SR0719  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0719  DYNAMIC HT  -        1082.494 (meters)    3551.48  (feet)  COMP
 SR0719  MODELED GRAV-     980,493.1   (mgal)                       NAVD 88
 SR0719
 SR0719  VERT ORDER  -  SECOND    CLASS 0
 SR0719
 SR0719.The horizontal coordinates were scaled from a topographic map and have
 SR0719.an estimated accuracy of +/- 6 seconds.
 SR0719
 SR0719.The orthometric height was determined by differential leveling
 SR0719.and adjusted by the National Geodetic Survey in June 1991..
 SR0719
 SR0719.The geoid height was determined by GEOID03.
 SR0719
 SR0719.The dynamic height is computed by dividing the NAVD 88
 SR0719.geopotential number by the normal gravity value computed on the
 SR0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0719.degrees latitude (g = 980.6199 gals.).
 SR0719
 SR0719.The modeled gravity was interpolated from observed gravity values.
 SR0719
 SR0719;                    North         East    Units  Estimated Accuracy
 SR0719;SPC MT       -   336,260.      580,700.      MT  (+/- 180 meters Scaled)
 SR0719
 SR0719                          SUPERSEDED SURVEY CONTROL
 SR0719
 SR0719  NGVD 29 (??/??/92) 1081.724  (m)         3548.96   (f) ADJ UNCH    2 0
 SR0719
 SR0719.Superseded values are not recommended for survey control.
 SR0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0719.See file dsdata.txt to determine how the superseded data were derived.
 SR0719
 SR0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT941365(NAD 83)
 SR0719_MARKER: DR = REFERENCE MARK DISK
 SR0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0719_STAMPING: D 7 O NO 2 1961
 SR0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0719+STABILITY: SURFACE MOTION
 SR0719
 SR0719  HISTORY     - Date     Condition        Report By
 SR0719  HISTORY     - 1961     MONUMENTED       CGS
 SR0719
 SR0719                          STATION DESCRIPTION
 SR0719
 SR0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0719'10.7 MI SE FROM DENTON.
 SR0719'ABOUT 8.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0719'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.2 MILE NORTH
 SR0719'ALONG A TRAIL ROAD, THENCE 2.5 MILES EAST ALONG STATE SECONDARY ROAD
 SR0719'235, IN SECTION 36, T 18 N, R 15 E, 58 FEET NORTH OF THE CENTER LINE
 SR0719'OF THE ROAD, 36.3 FEET WEST OF D 7 O 1961, 3 FEET SOUTH OF A FENCE,
 SR0719'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0719'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0715 ***********************************************************************
 SR0715  DESIGNATION -  D 7 P
 SR0715  PID         -  SR0715
 SR0715  STATE/COUNTY-  MT/FERGUS
 SR0715  USGS QUAD   -  HOOSAC (1978)
 SR0715
 SR0715                         *CURRENT SURVEY CONTROL
 SR0715  ___________________________________________________________________
 SR0715* NAD 83(1986)-  47 16 21.     (N)    109 45 09.     (W)     SCALED    
 SR0715* NAVD 88     -      1093.676  (meters)    3588.17   (feet)  ADJUSTED  
 SR0715  ___________________________________________________________________
 SR0715  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0715  DYNAMIC HT  -        1093.585 (meters)    3587.87  (feet)  COMP
 SR0715  MODELED GRAV-     980,492.5   (mgal)                       NAVD 88
 SR0715
 SR0715  VERT ORDER  -  SECOND    CLASS 0
 SR0715
 SR0715.The horizontal coordinates were scaled from a topographic map and have
 SR0715.an estimated accuracy of +/- 6 seconds.
 SR0715
 SR0715.The orthometric height was determined by differential leveling
 SR0715.and adjusted by the National Geodetic Survey in June 1991..
 SR0715
 SR0715.The geoid height was determined by GEOID03.
 SR0715
 SR0715.The dynamic height is computed by dividing the NAVD 88
 SR0715.geopotential number by the normal gravity value computed on the
 SR0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0715.degrees latitude (g = 980.6199 gals.).
 SR0715
 SR0715.The modeled gravity was interpolated from observed gravity values.
 SR0715
 SR0715;                    North         East    Units  Estimated Accuracy
 SR0715;SPC MT       -   335,890.      580,910.      MT  (+/- 180 meters Scaled)
 SR0715
 SR0715                          SUPERSEDED SURVEY CONTROL
 SR0715
 SR0715  NGVD 29 (??/??/92) 1092.817  (m)         3585.35   (f) ADJ UNCH    2 0
 SR0715
 SR0715.Superseded values are not recommended for survey control.
 SR0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0715.See file dsdata.txt to determine how the superseded data were derived.
 SR0715
 SR0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT943362(NAD 83)
 SR0715_MARKER: DS = TRIANGULATION STATION DISK
 SR0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0715_STAMPING: D 7 P 1961
 SR0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0715+STABILITY: SURFACE MOTION
 SR0715
 SR0715  HISTORY     - Date     Condition        Report By
 SR0715  HISTORY     - 1961     MONUMENTED       CGS
 SR0715
 SR0715                          STATION DESCRIPTION
 SR0715
 SR0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0715'11.15 MI SE FROM DENTON.
 SR0715'ABOUT 8.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0715'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.2 MILE NORTH
 SR0715'ALONG A TRAIL ROAD, THENCE 2.7 MILES EAST ALONG A PAVED ROAD, THENCE
 SR0715'0.25 MILE SOUTH ACROSS A CULTIVATED FIELD TO THE NORTH RIM OF A VERY
 SR0715'WIDE RAVINE, IN SECTION 36, T 18 N, R 15 E, ABOUT 6 FEET SOUTH OF THE
 SR0715'SOUTH EDGE OF THE FIELD, 48.8 FEET EAST OF D 7 P R.M. 2, 64.2 FEET
 SR0715'WEST OF D 7 P R.M. 1, 1 FOOT SOUTH OF A FENCE, 3.0 FEET SOUTHEAST OF A
 SR0715'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SR0715'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0716 ***********************************************************************
 SR0716  DESIGNATION -  D 7 P RM 1
 SR0716  PID         -  SR0716
 SR0716  STATE/COUNTY-  MT/FERGUS
 SR0716  USGS QUAD   -  HOOSAC (1978)
 SR0716
 SR0716                         *CURRENT SURVEY CONTROL
 SR0716  ___________________________________________________________________
 SR0716* NAD 83(1986)-  47 16 21.     (N)    109 45 11.     (W)     SCALED    
 SR0716* NAVD 88     -      1092.921  (meters)    3585.69   (feet)  ADJUSTED  
 SR0716  ___________________________________________________________________
 SR0716  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0716  DYNAMIC HT  -        1092.830 (meters)    3585.39  (feet)  COMP
 SR0716  MODELED GRAV-     980,492.5   (mgal)                       NAVD 88
 SR0716
 SR0716  VERT ORDER  -  SECOND    CLASS 0
 SR0716
 SR0716.The horizontal coordinates were scaled from a topographic map and have
 SR0716.an estimated accuracy of +/- 6 seconds.
 SR0716
 SR0716.The orthometric height was determined by differential leveling
 SR0716.and adjusted by the National Geodetic Survey in June 1991..
 SR0716
 SR0716.The geoid height was determined by GEOID03.
 SR0716
 SR0716.The dynamic height is computed by dividing the NAVD 88
 SR0716.geopotential number by the normal gravity value computed on the
 SR0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0716.degrees latitude (g = 980.6199 gals.).
 SR0716
 SR0716.The modeled gravity was interpolated from observed gravity values.
 SR0716
 SR0716;                    North         East    Units  Estimated Accuracy
 SR0716;SPC MT       -   335,890.      580,860.      MT  (+/- 180 meters Scaled)
 SR0716
 SR0716                          SUPERSEDED SURVEY CONTROL
 SR0716
 SR0716  NGVD 29 (??/??/92) 1092.062  (m)         3582.87   (f) ADJ UNCH    2 0
 SR0716
 SR0716.Superseded values are not recommended for survey control.
 SR0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0716.See file dsdata.txt to determine how the superseded data were derived.
 SR0716
 SR0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT943362(NAD 83)
 SR0716_MARKER: DR = REFERENCE MARK DISK
 SR0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0716_STAMPING: D 7 P NO 1 1961
 SR0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0716+STABILITY: SURFACE MOTION
 SR0716
 SR0716  HISTORY     - Date     Condition        Report By
 SR0716  HISTORY     - 1961     MONUMENTED       CGS
 SR0716
 SR0716                          STATION DESCRIPTION
 SR0716
 SR0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0716'11.15 MI SE FROM DENTON.
 SR0716'ABOUT 8.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0716'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.2 MILE NORTH
 SR0716'ALONG A TRAIL ROAD, THENCE 2.7 MILES EAST ALONG A PAVED ROAD, THENCE
 SR0716'0.25 MILE SOUTH ACROSS A CULTIVATED FIELD TO THE NORTH RIM OF A VERY
 SR0716'WIDE RAVINE, IN SECTION 36, T 18 N, R 15 E, 64.2 FEET EAST OF D 7 P
 SR0716'1961, 1 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SR0716'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0714 ***********************************************************************
 SR0714  DESIGNATION -  D 7 P RM 2
 SR0714  PID         -  SR0714
 SR0714  STATE/COUNTY-  MT/FERGUS
 SR0714  USGS QUAD   -  HOOSAC (1978)
 SR0714
 SR0714                         *CURRENT SURVEY CONTROL
 SR0714  ___________________________________________________________________
 SR0714* NAD 83(1986)-  47 16 21.     (N)    109 45 08.     (W)     SCALED    
 SR0714* NAVD 88     -      1093.425  (meters)    3587.35   (feet)  ADJUSTED  
 SR0714  ___________________________________________________________________
 SR0714  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0714  DYNAMIC HT  -        1093.335 (meters)    3587.05  (feet)  COMP
 SR0714  MODELED GRAV-     980,492.5   (mgal)                       NAVD 88
 SR0714
 SR0714  VERT ORDER  -  SECOND    CLASS 0
 SR0714
 SR0714.The horizontal coordinates were scaled from a topographic map and have
 SR0714.an estimated accuracy of +/- 6 seconds.
 SR0714
 SR0714.The orthometric height was determined by differential leveling
 SR0714.and adjusted by the National Geodetic Survey in June 1991..
 SR0714
 SR0714.The geoid height was determined by GEOID03.
 SR0714
 SR0714.The dynamic height is computed by dividing the NAVD 88
 SR0714.geopotential number by the normal gravity value computed on the
 SR0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0714.degrees latitude (g = 980.6199 gals.).
 SR0714
 SR0714.The modeled gravity was interpolated from observed gravity values.
 SR0714
 SR0714;                    North         East    Units  Estimated Accuracy
 SR0714;SPC MT       -   335,890.      580,930.      MT  (+/- 180 meters Scaled)
 SR0714
 SR0714                          SUPERSEDED SURVEY CONTROL
 SR0714
 SR0714  NGVD 29 (??/??/92) 1092.567  (m)         3584.53   (f) ADJ UNCH    2 0
 SR0714
 SR0714.Superseded values are not recommended for survey control.
 SR0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0714.See file dsdata.txt to determine how the superseded data were derived.
 SR0714
 SR0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT943362(NAD 83)
 SR0714_MARKER: DR = REFERENCE MARK DISK
 SR0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0714_STAMPING: D 7 P NO 2 1961
 SR0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0714+STABILITY: SURFACE MOTION
 SR0714
 SR0714  HISTORY     - Date     Condition        Report By
 SR0714  HISTORY     - 1961     MONUMENTED       CGS
 SR0714
 SR0714                          STATION DESCRIPTION
 SR0714
 SR0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0714'11.15 MI SE FROM DENTON.
 SR0714'ABOUT 8.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0714'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.2 MILE NORTH
 SR0714'ALONG A TRAIL ROAD, THENCE 2.7 MILES EAST ALONG A PAVED ROAD, THENCE
 SR0714'0.25 MILE SOUTH ACROSS A CULTIVATED FIELD TO THE NORTH RIM OF A WIDE
 SR0714'RAVINE, IN SECTION 36, T 18 N, R 15 E, 48.8 FEET WEST OF D 7 P 1961, 1
 SR0714'1/2 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SR0714'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0267 ***********************************************************************
 QY0267  DESIGNATION -  D 70
 QY0267  PID         -  QY0267
 QY0267  STATE/COUNTY-  MT/BEAVERHEAD
 QY0267  USGS QUAD   -  MUD LAKE (1994)
 QY0267
 QY0267                         *CURRENT SURVEY CONTROL
 QY0267  ___________________________________________________________________
 QY0267* NAD 83(1992)-  45 43 25.22967(N)    113 23 29.86726(W)     ADJUSTED  
 QY0267* NAVD 88     -      1820.457  (meters)    5972.62   (feet)  ADJUSTED  
 QY0267  ___________________________________________________________________
 QY0267  LAPLACE CORR-           9.47  (seconds)                    DEFLEC99
 QY0267  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 QY0267  DYNAMIC HT  -        1819.620 (meters)    5969.87  (feet)  COMP
 QY0267  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 QY0267
 QY0267  HORZ ORDER  -  THIRD
 QY0267  VERT ORDER  -  SECOND    CLASS 0
 QY0267
 QY0267.The horizontal coordinates were established by classical geodetic methods
 QY0267.and adjusted by the National Geodetic Survey in July 1992..
 QY0267
 QY0267.The orthometric height was determined by differential leveling
 QY0267.and adjusted by the National Geodetic Survey in June 1991..
 QY0267
 QY0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0267
 QY0267.The geoid height was determined by GEOID03.
 QY0267
 QY0267.The dynamic height is computed by dividing the NAVD 88
 QY0267.geopotential number by the normal gravity value computed on the
 QY0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0267.degrees latitude (g = 980.6199 gals.).
 QY0267
 QY0267.The modeled gravity was interpolated from observed gravity values.
 QY0267
 QY0267;                    North         East     Units Scale Factor Converg.
 QY0267;SPC MT       -   171,299.321   297,277.217   MT  0.99964278   -2 50 48.3
 QY0267;SPC MT       -   562,005.65    975,318.95   iFT  0.99964278   -2 50 48.3
 QY0267;UTM  12      - 5,066,128.469   313,892.174   MT  1.00002584   -1 42 46.3
 QY0267
 QY0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0267!SPC MT       -   0.99971671  x   0.99964278  =   0.99935959
 QY0267!UTM  12      -   0.99971671  x   1.00002584  =   0.99974254
 QY0267
 QY0267                          SUPERSEDED SURVEY CONTROL
 QY0267
 QY0267  NAD 83(1990)-  45 43 25.22733(N)    113 23 29.86984(W) AD(       ) 3
 QY0267  NGVD 29 (??/??/92) 1819.170  (m)         5968.39   (f) ADJ UNCH    2 0
 QY0267
 QY0267.Superseded values are not recommended for survey control.
 QY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0267.See file dsdata.txt to determine how the superseded data were derived.
 QY0267
 QY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR1389266128(NAD 83)
 QY0267_MARKER: DB = BENCH MARK DISK
 QY0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0267_STAMPING: D 70 1934
 QY0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0267+STABILITY: SURFACE MOTION
 QY0267
 QY0267  HISTORY     - Date     Condition        Report By
 QY0267  HISTORY     - 1934     MONUMENTED       CGS
 QY0267  HISTORY     - 1960     GOOD             USGS
 QY0267  HISTORY     - 1960     GOOD             USGS
 QY0267
 QY0267                          STATION DESCRIPTION
 QY0267
 QY0267'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0267'ESTABLISHED AS A SECOND-ORDER BENCH MARK IN 1934 BY THE NGS, LINE 1,
 QY0267'MONTANA.
 QY0267'
 QY0267'STATION IS LOCATED ON A SECTION OF OLD STATE HIGHWAY NO.43 AT
 QY0267'A POINT 8.2 MI. FROM THE POST OFFICE AT WISDOM, MONTANA, AND 870
 QY0267'FT. S. OF THE PRESENT HIGHWAY.
 QY0267'
 QY0267'TO REACH FROM WISDOM POST OFFICE, GO E. ON HIGHWAY 274 FOR 0.2
 QY0267'MI. TO BEND TO N. TURN N. AND FOLLOW STATE HIGHWAY 43 FOR 7.5 MI.
 QY0267'TO A SERVICE RD. RIGHT.  TURN RIGHT (S.) TO OLD TRACE OF ABANDONED
 QY0267'HIGHWAY AND GATE.  GO THRU GATE AND FOLLOW OLD HIGHWAY FOR 0.7 MI.
 QY0267'IN AN EASTERLY DIRECTION.  STATION IS ON THE TOP OF A BANK ON
 QY0267'THE NW. SIDE OF A HIGHWAY AND IS 45 FT. FROM THE CENTERLINE OF RD.
 QY0267'STATION IS 6 FT. SE. OF TRACE OF OLD FENCE LINE.
 QY0267'
 QY0267'STATION MARK - - A STANDARD USC AND GS DISK STAMPED--- D-70-1934
 QY0267'--- AND SET IN THE TOP OF CONCRETE POST PROJECTING 0.2 FT.
 QY0267'ABOVE GROUND.
 QY0267
 QY0267                          STATION RECOVERY (1960)
 QY0267
 QY0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QY0267'7.8 MI N FROM WISDOM.
 QY0267'7.8 MILES NORTH ALONG STATE HIGHWAY 274 FROM THE PUBLIC SCHOOL IN
 QY0267'WISDOM, BEAVERHEAD COUNTY, 0.2 MILES SOUTH ON SERVICE ROAD TO OLD
 QY0267'STATE HIGHWAY, 0.7 MILES NORTH ALONG OLD HIGHWAY, THE BENCH MARK IS ON
 QY0267'TOP OF A BANK 45 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY. A
 QY0267'STANDARD DISK, STAMPED D 70 1934 AND SET IN THE TOP OF A CONCRETE
 QY0267'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0391 ***********************************************************************
 QY0391  DESIGNATION -  D 71
 QY0391  PID         -  QY0391
 QY0391  STATE/COUNTY-  MT/RAVALLI
 QY0391  USGS QUAD   -  LOST TRAIL PASS (1994)
 QY0391
 QY0391                         *CURRENT SURVEY CONTROL
 QY0391  ___________________________________________________________________
 QY0391* NAD 83(1986)-  45 44 20.     (N)    113 54 15.     (W)     SCALED    
 QY0391* NAVD 88     -      2078.230  (meters)    6818.33   (feet)  ADJUSTED  
 QY0391  ___________________________________________________________________
 QY0391  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 QY0391  DYNAMIC HT  -        2077.246 (meters)    6815.10  (feet)  COMP
 QY0391  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 QY0391
 QY0391  VERT ORDER  -  FIRST     CLASS II
 QY0391
 QY0391.The horizontal coordinates were scaled from a topographic map and have
 QY0391.an estimated accuracy of +/- 6 seconds.
 QY0391
 QY0391.The orthometric height was determined by differential leveling
 QY0391.and adjusted by the National Geodetic Survey in June 1991..
 QY0391
 QY0391.The geoid height was determined by GEOID03.
 QY0391
 QY0391.The dynamic height is computed by dividing the NAVD 88
 QY0391.geopotential number by the normal gravity value computed on the
 QY0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0391.degrees latitude (g = 980.6199 gals.).
 QY0391
 QY0391.The modeled gravity was interpolated from observed gravity values.
 QY0391
 QY0391;                    North         East    Units  Estimated Accuracy
 QY0391;SPC MT       -   175,100.      257,540.      MT  (+/- 180 meters Scaled)
 QY0391
 QY0391                          SUPERSEDED SURVEY CONTROL
 QY0391
 QY0391  NGVD 29 (??/??/92) 2076.881  (m)         6813.90   (f) ADJ UNCH    1 2
 QY0391
 QY0391.Superseded values are not recommended for survey control.
 QY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0391.See file dsdata.txt to determine how the superseded data were derived.
 QY0391
 QY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR740691(NAD 83)
 QY0391_MARKER: DB = BENCH MARK DISK
 QY0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0391_STAMPING: 6813.999 D 71 1934
 QY0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0391+STABILITY: SURFACE MOTION
 QY0391
 QY0391  HISTORY     - Date     Condition        Report By
 QY0391  HISTORY     - 1934     MONUMENTED       CGS
 QY0391  HISTORY     - 1935     GOOD             NGS
 QY0391
 QY0391                          STATION DESCRIPTION
 QY0391
 QY0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QY0391'11.4 MI S FROM SULA.
 QY0391'11.4 MILES SOUTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 93 FROM THE OLD
 QY0391'POST OFFICE AT SULA, 0.8 MILE SOUTHEAST OF THE ARCHWAY AT THE
 QY0391'CONTINENTAL DIVIDE, 88 FEET WEST OF THE SOUTHWEST CORNER OF THE WOODEN
 QY0391'BRIDGE OVER TRAIL CREEK, AND 36 FEET NORTH OF THE SIGNPOST IN THE
 QY0391'CENTER OF THE ANGLE AT THE JUNCTION OF STATE HIGHWAY 36.  A STANDARD
 QY0391'DISK, STAMPED 6813.999 D 71 1934 AND SET IN THE TOP OF A CONCRETE
 QY0391'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0099 ***********************************************************************
 RY0099  DESIGNATION -  D 72
 RY0099  PID         -  RY0099
 RY0099  STATE/COUNTY-  MT/RAVALLI
 RY0099  USGS QUAD   -  HAMILTON SOUTH (1964)
 RY0099
 RY0099                         *CURRENT SURVEY CONTROL
 RY0099  ___________________________________________________________________
 RY0099* NAD 83(1986)-  46 11 03.     (N)    114 10 41.     (W)     SCALED    
 RY0099* NAVD 88     -      1121.146  (meters)    3678.29   (feet)  ADJUSTED  
 RY0099  ___________________________________________________________________
 RY0099  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 RY0099  DYNAMIC HT  -        1120.854 (meters)    3677.34  (feet)  COMP
 RY0099  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 RY0099
 RY0099  VERT ORDER  -  FIRST     CLASS II
 RY0099
 RY0099.The horizontal coordinates were scaled from a topographic map and have
 RY0099.an estimated accuracy of +/- 6 seconds.
 RY0099
 RY0099.The orthometric height was determined by differential leveling
 RY0099.and adjusted by the National Geodetic Survey in June 1991..
 RY0099
 RY0099.The geoid height was determined by GEOID03.
 RY0099
 RY0099.The dynamic height is computed by dividing the NAVD 88
 RY0099.geopotential number by the normal gravity value computed on the
 RY0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0099.degrees latitude (g = 980.6199 gals.).
 RY0099
 RY0099.The modeled gravity was interpolated from observed gravity values.
 RY0099
 RY0099;                    North         East    Units  Estimated Accuracy
 RY0099;SPC MT       -   225,720.      239,220.      MT  (+/- 180 meters Scaled)
 RY0099
 RY0099                          SUPERSEDED SURVEY CONTROL
 RY0099
 RY0099  NGVD 29 (??/??/92) 1120.045  (m)         3674.68   (f) ADJ UNCH    1 2
 RY0099
 RY0099.Superseded values are not recommended for survey control.
 RY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0099.See file dsdata.txt to determine how the superseded data were derived.
 RY0099
 RY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM177183(NAD 83)
 RY0099_MARKER: DB = BENCH MARK DISK
 RY0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0099_STAMPING: D 72 1934 3674.753
 RY0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0099+STABILITY: SURFACE MOTION
 RY0099
 RY0099  HISTORY     - Date     Condition        Report By
 RY0099  HISTORY     - 1934     MONUMENTED       CGS
 RY0099  HISTORY     - 1965     GOOD             NGS
 RY0099  HISTORY     - 1986     POOR             USPSQD
 RY0099
 RY0099                          STATION DESCRIPTION
 RY0099
 RY0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0099'4.8 MI S FROM HAMILTON.
 RY0099'4.8 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE NORTHERN PACIFIC
 RY0099'RAILWAY STATION AT HAMILTON, 29 FEET SOUTHEAST OF THE CENTER LINE OF
 RY0099'THE HIGHWAY, 42 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHERN
 RY0099'PACIFIC RAILWAY, 7 FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET SOUTHEAST
 RY0099'OF A FENCE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 RY0099'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 RY0099
 RY0099                          STATION RECOVERY (1986)
 RY0099
 RY0099'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0099'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0122 ***********************************************************************
 RY0122  DESIGNATION -  D 74
 RY0122  PID         -  RY0122
 RY0122  STATE/COUNTY-  MT/RAVALLI
 RY0122  USGS QUAD   -  MOUNTAIN HOUSE (1964)
 RY0122
 RY0122                         *CURRENT SURVEY CONTROL
 RY0122  ___________________________________________________________________
 RY0122* NAD 83(1986)-  46 10 43.     (N)    114 04 03.     (W)     SCALED    
 RY0122* NAVD 88     -      1215.084  (meters)    3986.49   (feet)  ADJUSTED  
 RY0122  ___________________________________________________________________
 RY0122  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 RY0122  DYNAMIC HT  -        1214.733 (meters)    3985.34  (feet)  COMP
 RY0122  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 RY0122
 RY0122  VERT ORDER  -  SECOND    CLASS 0
 RY0122
 RY0122.The horizontal coordinates were scaled from a topographic map and have
 RY0122.an estimated accuracy of +/- 6 seconds.
 RY0122
 RY0122.The orthometric height was determined by differential leveling
 RY0122.and adjusted by the National Geodetic Survey in June 1991..
 RY0122
 RY0122.The geoid height was determined by GEOID03.
 RY0122
 RY0122.The dynamic height is computed by dividing the NAVD 88
 RY0122.geopotential number by the normal gravity value computed on the
 RY0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0122.degrees latitude (g = 980.6199 gals.).
 RY0122
 RY0122.The modeled gravity was interpolated from observed gravity values.
 RY0122
 RY0122;                    North         East    Units  Estimated Accuracy
 RY0122;SPC MT       -   224,600.      247,700.      MT  (+/- 180 meters Scaled)
 RY0122
 RY0122                          SUPERSEDED SURVEY CONTROL
 RY0122
 RY0122  NGVD 29 (??/??/92) 1213.950  (m)         3982.77   (f) ADJ UNCH    2 0
 RY0122
 RY0122.Superseded values are not recommended for survey control.
 RY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0122.See file dsdata.txt to determine how the superseded data were derived.
 RY0122
 RY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM263180(NAD 83)
 RY0122_MARKER: DB = BENCH MARK DISK
 RY0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0122_STAMPING: D 74 1934
 RY0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0122+STABILITY: SURFACE MOTION
 RY0122
 RY0122  HISTORY     - Date     Condition        Report By
 RY0122  HISTORY     - 1934     MONUMENTED       CGS
 RY0122  HISTORY     - 1964     MARK NOT FOUND   NGS
 RY0122  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 RY0122
 RY0122                          STATION DESCRIPTION
 RY0122
 RY0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RY0122'4.2 MI SE FROM GRANTSDALE.
 RY0122'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE PUBLIC SCHOOL AT
 RY0122'GRANTSDALE, RAVALLI COUNTY, 0.9 MILE NORTHWEST OF THE FRANK CASH
 RY0122'RANCH, 0.1 MILE EAST OF A SHARP CURVE AROUND A ROCKY POINT, 63 FEET
 RY0122'NORTHEAST OF A TELEPHONE POLE SOUTH OF THE HIGHWAY, 37 FEET NORTH OF A
 RY0122'GATEWAY WITH TALL 14-INCH POSTS ON BOTH SIDES, 9 FEET WEST OF THE
 RY0122'CENTER OF THE GATEWAY, 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RY0122'AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED D 74 1934 AND
 RY0122'SET IN THE TOP OF A CONCRETE POST.
 RY0122
 RY0122                          STATION RECOVERY (1964)
 RY0122
 RY0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RY0122'MARK NOT FOUND.
 RY0122
 RY0122                          STATION RECOVERY (1986)
 RY0122
 RY0122'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0245 ***********************************************************************
 RW0245  DESIGNATION -  D 79
 RW0245  PID         -  RW0245
 RW0245  STATE/COUNTY-  MT/BROADWATER
 RW0245  USGS QUAD   -  TOWNSEND NE (1986)
 RW0245
 RW0245                         *CURRENT SURVEY CONTROL
 RW0245  ___________________________________________________________________
 RW0245* NAD 83(1986)-  46 29 52.     (N)    111 33 28.     (W)     SCALED    
 RW0245* NAVD 88     -      1135.803  (meters)    3726.38   (feet)  ADJUSTED  
 RW0245  ___________________________________________________________________
 RW0245  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 RW0245  DYNAMIC HT  -        1135.533 (meters)    3725.49  (feet)  COMP
 RW0245  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 RW0245
 RW0245  VERT ORDER  -  FIRST     CLASS II
 RW0245
 RW0245.The horizontal coordinates were scaled from a topographic map and have
 RW0245.an estimated accuracy of +/- 6 seconds.
 RW0245
 RW0245.The orthometric height was determined by differential leveling
 RW0245.and adjusted by the National Geodetic Survey in June 1991..
 RW0245
 RW0245.The geoid height was determined by GEOID03.
 RW0245
 RW0245.The dynamic height is computed by dividing the NAVD 88
 RW0245.geopotential number by the normal gravity value computed on the
 RW0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0245.degrees latitude (g = 980.6199 gals.).
 RW0245
 RW0245.The modeled gravity was interpolated from observed gravity values.
 RW0245
 RW0245;                    North         East    Units  Estimated Accuracy
 RW0245;SPC MT       -   251,850.      442,140.      MT  (+/- 180 meters Scaled)
 RW0245
 RW0245                          SUPERSEDED SURVEY CONTROL
 RW0245
 RW0245  NGVD 29 (??/??/92) 1134.786  (m)         3723.04   (f) ADJ UNCH    1 2
 RW0245
 RW0245.Superseded values are not recommended for survey control.
 RW0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0245.See file dsdata.txt to determine how the superseded data were derived.
 RW0245
 RW0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS571495(NAD 83)
 RW0245_MARKER: DB = BENCH MARK DISK
 RW0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0245_STAMPING: D 79 1934
 RW0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0245+STABILITY: SURFACE MOTION
 RW0245
 RW0245  HISTORY     - Date     Condition        Report By
 RW0245  HISTORY     - 1934     MONUMENTED       CGS
 RW0245  HISTORY     - 1936     GOOD             NGS
 RW0245
 RW0245                          STATION DESCRIPTION
 RW0245
 RW0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RW0245'5.7 MI SW FROM JOHNSON.
 RW0245'5.7 MILES SOUTHWEST ALONG THE WINSTON ROAD FROM JOHNSON, BROADWATER
 RW0245'COUNTY, 0.3 MILE WEST OF A BRIDGE OVER MISSOURI RIVER, 100 FEET WEST
 RW0245'OF THE EDGE OF A STAND OF SHRUBBERY AND UNDERGROWTH, AND 41 FEET NORTH
 RW0245'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 79 1934 AND
 RW0245'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0004 ***********************************************************************
 SP0004  DESIGNATION -  D 79
 SP0004  PID         -  SP0004
 SP0004  STATE/COUNTY-  MT/RICHLAND
 SP0004  USGS QUAD   -  CRANE (1966)
 SP0004
 SP0004                         *CURRENT SURVEY CONTROL
 SP0004  ___________________________________________________________________
 SP0004* NAD 83(1986)-  47 37 25.     (N)    104 19 31.     (W)     SCALED    
 SP0004* NAVD 88     -       634.951  (meters)    2083.17   (feet)  ADJUSTED  
 SP0004  ___________________________________________________________________
 SP0004  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 SP0004  DYNAMIC HT  -         635.005 (meters)    2083.35  (feet)  COMP
 SP0004  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 SP0004
 SP0004  VERT ORDER  -  SECOND    CLASS 0
 SP0004
 SP0004.The horizontal coordinates were scaled from a topographic map and have
 SP0004.an estimated accuracy of +/- 6 seconds.
 SP0004
 SP0004.The orthometric height was determined by differential leveling
 SP0004.and adjusted by the National Geodetic Survey in June 1991..
 SP0004
 SP0004.The geoid height was determined by GEOID03.
 SP0004
 SP0004.The dynamic height is computed by dividing the NAVD 88
 SP0004.geopotential number by the normal gravity value computed on the
 SP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0004.degrees latitude (g = 980.6199 gals.).
 SP0004
 SP0004.The modeled gravity was interpolated from observed gravity values.
 SP0004
 SP0004;                    North         East    Units  Estimated Accuracy
 SP0004;SPC MT       -   387,710.      988,470.      MT  (+/- 180 meters Scaled)
 SP0004
 SP0004                          SUPERSEDED SURVEY CONTROL
 SP0004
 SP0004  NGVD 29 (??/??/92)  634.404  (m)         2081.37   (f) ADJ UNCH    2 0
 SP0004
 SP0004.Superseded values are not recommended for survey control.
 SP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0004.See file dsdata.txt to determine how the superseded data were derived.
 SP0004
 SP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN506746(NAD 83)
 SP0004_MARKER: DB = BENCH MARK DISK
 SP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0004_STAMPING: D 79 1934
 SP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0004+STABILITY: SURFACE MOTION
 SP0004
 SP0004  HISTORY     - Date     Condition        Report By
 SP0004  HISTORY     - 1934     MONUMENTED       CGS
 SP0004
 SP0004                          STATION DESCRIPTION
 SP0004
 SP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0004'10.8 MI SW FROM SIDNEY.
 SP0004'10.8 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SP0004'AT SIDNEY, RICHLAND COUNTY, 160 FEET SOUTHWEST OF MILEPOST 22, 90 FEET
 SP0004'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF
 SP0004'POLES.  A STANDARD DISK, STAMPED D 79 1934 AND SET IN THE TOP OF A
 SP0004'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0808 ***********************************************************************
 SR0808  DESIGNATION -  D 8 M
 SR0808  PID         -  SR0808
 SR0808  STATE/COUNTY-  MT/FERGUS
 SR0808  USGS QUAD   -  DENTON (1979)
 SR0808
 SR0808                         *CURRENT SURVEY CONTROL
 SR0808  ___________________________________________________________________
 SR0808* NAD 83(1986)-  47 16 21.     (N)    109 53 00.     (W)     SCALED    
 SR0808* NAVD 88     -      1103.696  (meters)    3621.04   (feet)  ADJUSTED  
 SR0808  ___________________________________________________________________
 SR0808  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0808  DYNAMIC HT  -        1103.603 (meters)    3620.74  (feet)  COMP
 SR0808  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 SR0808
 SR0808  VERT ORDER  -  SECOND    CLASS 0
 SR0808
 SR0808.The horizontal coordinates were scaled from a topographic map and have
 SR0808.an estimated accuracy of +/- 6 seconds.
 SR0808
 SR0808.The orthometric height was determined by differential leveling
 SR0808.and adjusted by the National Geodetic Survey in June 1991..
 SR0808
 SR0808.The geoid height was determined by GEOID03.
 SR0808
 SR0808.The dynamic height is computed by dividing the NAVD 88
 SR0808.geopotential number by the normal gravity value computed on the
 SR0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0808.degrees latitude (g = 980.6199 gals.).
 SR0808
 SR0808.The modeled gravity was interpolated from observed gravity values.
 SR0808
 SR0808;                    North         East    Units  Estimated Accuracy
 SR0808;SPC MT       -   335,930.      571,010.      MT  (+/- 180 meters Scaled)
 SR0808
 SR0808                          SUPERSEDED SURVEY CONTROL
 SR0808
 SR0808  NGVD 29 (??/??/92) 1102.832  (m)         3618.21   (f) ADJ UNCH    2 0
 SR0808
 SR0808.Superseded values are not recommended for survey control.
 SR0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0808.See file dsdata.txt to determine how the superseded data were derived.
 SR0808
 SR0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT844360(NAD 83)
 SR0808_MARKER: DS = TRIANGULATION STATION DISK
 SR0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0808_STAMPING: D 8 M 1961
 SR0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0808+STABILITY: SURFACE MOTION
 SR0808
 SR0808  HISTORY     - Date     Condition        Report By
 SR0808  HISTORY     - 1961     MONUMENTED       CGS
 SR0808
 SR0808                          STATION DESCRIPTION
 SR0808
 SR0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0808'5.9 MI SE FROM DENTON.
 SR0808'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0808'PACIFIC RAILROAD, FROM THE STATION AT DENTON, THENCE 0.55 MILE SOUTH
 SR0808'ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, IN
 SR0808'SECTION 1, T 17 N, R 14 E, 0.6 MILE SOUTHWEST OF A FARMHOUSE AND A
 SR0808'GROVE OF TREES, 0.1 MILE EAST OF THE CREST OF A HILL, 22 FEET SOUTH OF
 SR0808'THE CENTER LINE OF THE ROAD, 44.4 FEET SOUTH OF AND ACROSS THE ROAD
 SR0808'FROM D 8 M R.M. 2, 45.8 FEET EAST OF D 8 M R.M. 1, IN LINE WITH A
 SR0808'FENCE LEADING SOUTH, 4.0 FEET NORTHEAST OF A METAL WITNESS POST, AND
 SR0808'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0809 ***********************************************************************
 SR0809  DESIGNATION -  D 8 M RM 1
 SR0809  PID         -  SR0809
 SR0809  STATE/COUNTY-  MT/FERGUS
 SR0809  USGS QUAD   -  DENTON (1979)
 SR0809
 SR0809                         *CURRENT SURVEY CONTROL
 SR0809  ___________________________________________________________________
 SR0809* NAD 83(1986)-  47 16 21.     (N)    109 53 02.     (W)     SCALED    
 SR0809* NAVD 88     -      1104.736  (meters)    3624.45   (feet)  ADJUSTED  
 SR0809  ___________________________________________________________________
 SR0809  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0809  DYNAMIC HT  -        1104.643 (meters)    3624.15  (feet)  COMP
 SR0809  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 SR0809
 SR0809  VERT ORDER  -  SECOND    CLASS 0
 SR0809
 SR0809.The horizontal coordinates were scaled from a topographic map and have
 SR0809.an estimated accuracy of +/- 6 seconds.
 SR0809
 SR0809.The orthometric height was determined by differential leveling
 SR0809.and adjusted by the National Geodetic Survey in June 1991..
 SR0809
 SR0809.The geoid height was determined by GEOID03.
 SR0809
 SR0809.The dynamic height is computed by dividing the NAVD 88
 SR0809.geopotential number by the normal gravity value computed on the
 SR0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0809.degrees latitude (g = 980.6199 gals.).
 SR0809
 SR0809.The modeled gravity was interpolated from observed gravity values.
 SR0809
 SR0809;                    North         East    Units  Estimated Accuracy
 SR0809;SPC MT       -   335,930.      570,970.      MT  (+/- 180 meters Scaled)
 SR0809
 SR0809                          SUPERSEDED SURVEY CONTROL
 SR0809
 SR0809  NGVD 29 (??/??/92) 1103.872  (m)         3621.62   (f) ADJ UNCH    2 0
 SR0809
 SR0809.Superseded values are not recommended for survey control.
 SR0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0809.See file dsdata.txt to determine how the superseded data were derived.
 SR0809
 SR0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT844360(NAD 83)
 SR0809_MARKER: DR = REFERENCE MARK DISK
 SR0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0809_STAMPING: D 8 M NO 1 1961
 SR0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0809+STABILITY: SURFACE MOTION
 SR0809
 SR0809  HISTORY     - Date     Condition        Report By
 SR0809  HISTORY     - 1961     MONUMENTED       CGS
 SR0809
 SR0809                          STATION DESCRIPTION
 SR0809
 SR0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0809'5.9 MI SE FROM DENTON.
 SR0809'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0809'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.5 MILE WEST
 SR0809'ALONG A GRAVELED ROAD, THENCE 0.55 MILE SOUTH ALONG A GRAVELED ROAD,
 SR0809'IN SECTION 1, T 17 N, R 14 E, 0.6 MILE SOUTHWEST OF A FARMHOUSE AND
 SR0809'GROVE OF TREES, 0.1 MILE EAST OF THE CREST OF A HILL, 22 FEET SOUTH OF
 SR0809'THE CENTER LINE OF THE ROAD, 45.8 FEET WEST OF D 8 M 1961, 41 FEET
 SR0809'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SR0809'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0807 ***********************************************************************
 SR0807  DESIGNATION -  D 8 M RM 2
 SR0807  PID         -  SR0807
 SR0807  STATE/COUNTY-  MT/FERGUS
 SR0807  USGS QUAD   -  DENTON (1979)
 SR0807
 SR0807                         *CURRENT SURVEY CONTROL
 SR0807  ___________________________________________________________________
 SR0807* NAD 83(1986)-  47 16 22.     (N)    109 53 00.     (W)     SCALED    
 SR0807* NAVD 88     -      1103.868  (meters)    3621.61   (feet)  ADJUSTED  
 SR0807  ___________________________________________________________________
 SR0807  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0807  DYNAMIC HT  -        1103.775 (meters)    3621.30  (feet)  COMP
 SR0807  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 SR0807
 SR0807  VERT ORDER  -  SECOND    CLASS 0
 SR0807
 SR0807.The horizontal coordinates were scaled from a topographic map and have
 SR0807.an estimated accuracy of +/- 6 seconds.
 SR0807
 SR0807.The orthometric height was determined by differential leveling
 SR0807.and adjusted by the National Geodetic Survey in June 1991..
 SR0807
 SR0807.The geoid height was determined by GEOID03.
 SR0807
 SR0807.The dynamic height is computed by dividing the NAVD 88
 SR0807.geopotential number by the normal gravity value computed on the
 SR0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0807.degrees latitude (g = 980.6199 gals.).
 SR0807
 SR0807.The modeled gravity was interpolated from observed gravity values.
 SR0807
 SR0807;                    North         East    Units  Estimated Accuracy
 SR0807;SPC MT       -   335,960.      571,010.      MT  (+/- 180 meters Scaled)
 SR0807
 SR0807                          SUPERSEDED SURVEY CONTROL
 SR0807
 SR0807  NGVD 29 (??/??/92) 1103.004  (m)         3618.77   (f) ADJ UNCH    2 0
 SR0807
 SR0807.Superseded values are not recommended for survey control.
 SR0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0807.See file dsdata.txt to determine how the superseded data were derived.
 SR0807
 SR0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT844360(NAD 83)
 SR0807_MARKER: DR = REFERENCE MARK DISK
 SR0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0807_STAMPING: D 8 M NO 2 1961
 SR0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0807+STABILITY: SURFACE MOTION
 SR0807
 SR0807  HISTORY     - Date     Condition        Report By
 SR0807  HISTORY     - 1961     MONUMENTED       CGS
 SR0807
 SR0807                          STATION DESCRIPTION
 SR0807
 SR0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0807'5.9 MI SE FROM DENTON.
 SR0807'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0807'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.55 MILE SOUTH
 SR0807'ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, IN
 SR0807'SECTION 1, T 17 N, R 14 E, 0.6 MILES SOUTHWEST OF A FARMHOUSE AND A
 SR0807'GROVE OF TREES, 0.1 MILE EAST OF THE CREST OF A HILL, 44.4 FEET NORTH
 SR0807'OF AND ACROSS THE ROAD FROM D 8 M 1961, 45.6 FEET NORTH OF AND ACROSS
 SR0807'THE ROAD FROM A METAL WITNESS POST, 22 FEET NORTH OF THE CENTER LINE
 SR0807'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SR0807'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0805 ***********************************************************************
 SR0805  DESIGNATION -  D 8 N
 SR0805  PID         -  SR0805
 SR0805  STATE/COUNTY-  MT/FERGUS
 SR0805  USGS QUAD   -  HOOSAC (1978)
 SR0805
 SR0805                         *CURRENT SURVEY CONTROL
 SR0805  ___________________________________________________________________
 SR0805* NAD 83(1986)-  47 16 12.     (N)    109 52 12.     (W)     SCALED    
 SR0805* NAVD 88     -      1116.936  (meters)    3664.48   (feet)  ADJUSTED  
 SR0805  ___________________________________________________________________
 SR0805  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0805  DYNAMIC HT  -        1116.841 (meters)    3664.17  (feet)  COMP
 SR0805  MODELED GRAV-     980,489.6   (mgal)                       NAVD 88
 SR0805
 SR0805  VERT ORDER  -  SECOND    CLASS 0
 SR0805
 SR0805.The horizontal coordinates were scaled from a topographic map and have
 SR0805.an estimated accuracy of +/- 6 seconds.
 SR0805
 SR0805.The orthometric height was determined by differential leveling
 SR0805.and adjusted by the National Geodetic Survey in June 1991..
 SR0805
 SR0805.The geoid height was determined by GEOID03.
 SR0805
 SR0805.The dynamic height is computed by dividing the NAVD 88
 SR0805.geopotential number by the normal gravity value computed on the
 SR0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0805.degrees latitude (g = 980.6199 gals.).
 SR0805
 SR0805.The modeled gravity was interpolated from observed gravity values.
 SR0805
 SR0805;                    North         East    Units  Estimated Accuracy
 SR0805;SPC MT       -   335,640.      572,020.      MT  (+/- 180 meters Scaled)
 SR0805
 SR0805                          SUPERSEDED SURVEY CONTROL
 SR0805
 SR0805  NGVD 29 (??/??/92) 1116.072  (m)         3661.65   (f) ADJ UNCH    2 0
 SR0805
 SR0805.Superseded values are not recommended for survey control.
 SR0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0805.See file dsdata.txt to determine how the superseded data were derived.
 SR0805
 SR0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT854357(NAD 83)
 SR0805_MARKER: DS = TRIANGULATION STATION DISK
 SR0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0805_STAMPING: D 8 N 1961
 SR0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0805+STABILITY: SURFACE MOTION
 SR0805
 SR0805  HISTORY     - Date     Condition        Report By
 SR0805  HISTORY     - 1961     MONUMENTED       CGS
 SR0805
 SR0805                          STATION DESCRIPTION
 SR0805
 SR0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0805'5.65 MI SE FROM DENTON.
 SR0805'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0805'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.55 MILE SOUTH
 SR0805'ALONG A GRAVELED ROAD TO A CURVE BEARING WEST, THENCE 0.05 MILE SOUTH
 SR0805'ALONG A TRACK ROAD TO A WIRE GATE WHICH IS IN A FENCE EAST OF THE
 SR0805'ROAD, THENCE 0.2 MILE SOUTHEAST ALONG A TRAIL ROAD TO THE TOP OF A
 SR0805'HILL, IN SECTION 6, R 15 E, T 17 N, 64 FEET NORTHEAST OF THE CENTER
 SR0805'LINE OF THE TRAIL ROAD, 440 FEET NORTH OF AN EAST-WEST FENCE, 40.9
 SR0805'FEET SOUTHWEST OF D 8 N R.M. 1, 34.6 FEET SOUTHEAST OF D 8 N R.M. 2,
 SR0805'7.5 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0805'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0806 ***********************************************************************
 SR0806  DESIGNATION -  D 8 N RM 1
 SR0806  PID         -  SR0806
 SR0806  STATE/COUNTY-  MT/FERGUS
 SR0806  USGS QUAD   -  HOOSAC (1978)
 SR0806
 SR0806                         *CURRENT SURVEY CONTROL
 SR0806  ___________________________________________________________________
 SR0806* NAD 83(1986)-  47 16 13.     (N)    109 52 10.     (W)     SCALED    
 SR0806* NAVD 88     -      1116.639  (meters)    3663.51   (feet)  ADJUSTED  
 SR0806  ___________________________________________________________________
 SR0806  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SR0806  DYNAMIC HT  -        1116.544 (meters)    3663.19  (feet)  COMP
 SR0806  MODELED GRAV-     980,489.6   (mgal)                       NAVD 88
 SR0806
 SR0806  VERT ORDER  -  SECOND    CLASS 0
 SR0806
 SR0806.The horizontal coordinates were scaled from a topographic map and have
 SR0806.an estimated accuracy of +/- 6 seconds.
 SR0806
 SR0806.The orthometric height was determined by differential leveling
 SR0806.and adjusted by the National Geodetic Survey in June 1991..
 SR0806
 SR0806.The geoid height was determined by GEOID03.
 SR0806
 SR0806.The dynamic height is computed by dividing the NAVD 88
 SR0806.geopotential number by the normal gravity value computed on the
 SR0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0806.degrees latitude (g = 980.6199 gals.).
 SR0806
 SR0806.The modeled gravity was interpolated from observed gravity values.
 SR0806
 SR0806;                    North         East    Units  Estimated Accuracy
 SR0806;SPC MT       -   335,670.      572,060.      MT  (+/- 180 meters Scaled)
 SR0806
 SR0806                          SUPERSEDED SURVEY CONTROL
 SR0806
 SR0806  NGVD 29 (??/??/92) 1115.776  (m)         3660.68   (f) ADJ UNCH    2 0
 SR0806
 SR0806.Superseded values are not recommended for survey control.
 SR0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0806.See file dsdata.txt to determine how the superseded data were derived.
 SR0806
 SR0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT855358(NAD 83)
 SR0806_MARKER: DR = REFERENCE MARK DISK
 SR0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0806_STAMPING: D 8 N NO 1 1961
 SR0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0806+STABILITY: SURFACE MOTION
 SR0806
 SR0806  HISTORY     - Date     Condition        Report By
 SR0806  HISTORY     - 1961     MONUMENTED       CGS
 SR0806
 SR0806                          STATION DESCRIPTION
 SR0806
 SR0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0806'5.65 MI SE FROM DENTON.
 SR0806'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0806'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.55 MILE SOUTH
 SR0806'ALONG A GRAVELED ROAD TO A CURVE BEARING WEST, THENCE 0.05 MILE SOUTH
 SR0806'ALONG A TRACK ROAD TO A WIRE GATE IN A FENCE EAST OF ROAD, THENCE 0.2
 SR0806'MILES SOUTHEAST ALONG A TRAIL ROAD TO THE TOP OF A HILL, IN SECTION 6,
 SR0806'T 17 N, R 15 E, 104 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 SR0806'ROAD, 40.9 FEET NORTHEAST OF D 8 N 1961, 48 1/2 FEET NORTHEAST OF A
 SR0806'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SR0806'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0804 ***********************************************************************
 SR0804  DESIGNATION -  D 8 N RM 2
 SR0804  PID         -  SR0804
 SR0804  STATE/COUNTY-  MT/FERGUS
 SR0804  USGS QUAD   -  HOOSAC (1978)
 SR0804
 SR0804                         *CURRENT SURVEY CONTROL
 SR0804  ___________________________________________________________________
 SR0804* NAD 83(1986)-  47 16 12.     (N)    109 52 13.     (W)     SCALED    
 SR0804* NAVD 88     -      1116.753  (meters)    3663.88   (feet)  ADJUSTED  
 SR0804  ___________________________________________________________________
 SR0804  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0804  DYNAMIC HT  -        1116.659 (meters)    3663.57  (feet)  COMP
 SR0804  MODELED GRAV-     980,489.6   (mgal)                       NAVD 88
 SR0804
 SR0804  VERT ORDER  -  SECOND    CLASS 0
 SR0804
 SR0804.The horizontal coordinates were scaled from a topographic map and have
 SR0804.an estimated accuracy of +/- 6 seconds.
 SR0804
 SR0804.The orthometric height was determined by differential leveling
 SR0804.and adjusted by the National Geodetic Survey in June 1991..
 SR0804
 SR0804.The geoid height was determined by GEOID03.
 SR0804
 SR0804.The dynamic height is computed by dividing the NAVD 88
 SR0804.geopotential number by the normal gravity value computed on the
 SR0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0804.degrees latitude (g = 980.6199 gals.).
 SR0804
 SR0804.The modeled gravity was interpolated from observed gravity values.
 SR0804
 SR0804;                    North         East    Units  Estimated Accuracy
 SR0804;SPC MT       -   335,640.      572,000.      MT  (+/- 180 meters Scaled)
 SR0804
 SR0804                          SUPERSEDED SURVEY CONTROL
 SR0804
 SR0804  NGVD 29 (??/??/92) 1115.890  (m)         3661.05   (f) ADJ UNCH    2 0
 SR0804
 SR0804.Superseded values are not recommended for survey control.
 SR0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0804.See file dsdata.txt to determine how the superseded data were derived.
 SR0804
 SR0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT854357(NAD 83)
 SR0804_MARKER: DR = REFERENCE MARK DISK
 SR0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0804_STAMPING: D 8 N NO 2 1961
 SR0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0804+STABILITY: SURFACE MOTION
 SR0804
 SR0804  HISTORY     - Date     Condition        Report By
 SR0804  HISTORY     - 1961     MONUMENTED       CGS
 SR0804
 SR0804                          STATION DESCRIPTION
 SR0804
 SR0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0804'5.65 MI SE FROM DENTON.
 SR0804'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0804'PACIFIC RAILROAD FROM THE STATION A DENTON, THENCE 0.55 MILE SOUTH
 SR0804'ALONG A GRAVELED ROAD TO A CURVE BEARING WEST, THENCE 0.05 MILE SOUTH
 SR0804'ALONG A TRACK ROAD TO A WIRE GATE IN A FENCE EAST OF THE ROAD, THENCE
 SR0804'0.2 MILE SOUTHEAST ALONG A TRAIL ROAD TO THE TOP OF A HILL, IN SECTION
 SR0804'6, T 17 N, R 15 E, 34.6 FEET NORTHWEST OF D 8 N 1961, 35.5 FEET
 SR0804'NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0804'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0150 ***********************************************************************
 RW0150  DESIGNATION -  D 80
 RW0150  PID         -  RW0150
 RW0150  STATE/COUNTY-  MT/MEAGHER
 RW0150  USGS QUAD   -  WHITE SULPHUR SPRING (1995)
 RW0150
 RW0150                         *CURRENT SURVEY CONTROL
 RW0150  ___________________________________________________________________
 RW0150* NAD 83(1986)-  46 32 59.     (N)    110 56 47.     (W)     SCALED    
 RW0150* NAVD 88     -      1512.622  (meters)    4962.66   (feet)  ADJUSTED  
 RW0150  ___________________________________________________________________
 RW0150  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 RW0150  DYNAMIC HT  -        1512.218 (meters)    4961.34  (feet)  COMP
 RW0150  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 RW0150
 RW0150  VERT ORDER  -  SECOND    CLASS 0
 RW0150
 RW0150.The horizontal coordinates were scaled from a topographic map and have
 RW0150.an estimated accuracy of +/- 6 seconds.
 RW0150
 RW0150.The orthometric height was determined by differential leveling
 RW0150.and adjusted by the National Geodetic Survey in June 1991..
 RW0150
 RW0150.The geoid height was determined by GEOID03.
 RW0150
 RW0150.The dynamic height is computed by dividing the NAVD 88
 RW0150.geopotential number by the normal gravity value computed on the
 RW0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0150.degrees latitude (g = 980.6199 gals.).
 RW0150
 RW0150.The modeled gravity was interpolated from observed gravity values.
 RW0150
 RW0150;                    North         East    Units  Estimated Accuracy
 RW0150;SPC MT       -   256,580.      489,140.      MT  (+/- 180 meters Scaled)
 RW0150
 RW0150                          SUPERSEDED SURVEY CONTROL
 RW0150
 RW0150  NGVD 29 (??/??/92) 1511.540  (m)         4959.11   (f) ADJ UNCH    2 0
 RW0150
 RW0150.Superseded values are not recommended for survey control.
 RW0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0150.See file dsdata.txt to determine how the superseded data were derived.
 RW0150
 RW0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS041551(NAD 83)
 RW0150_MARKER: DB = BENCH MARK DISK
 RW0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0150_STAMPING: D 80 1934
 RW0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0150+STABILITY: SURFACE MOTION
 RW0150
 RW0150  HISTORY     - Date     Condition        Report By
 RW0150  HISTORY     - 1934     MONUMENTED       CGS
 RW0150  HISTORY     - 1942     GOOD             NGS
 RW0150  HISTORY     - 1971     MARK NOT FOUND   USGS
 RW0150
 RW0150                          STATION DESCRIPTION
 RW0150
 RW0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RW0150'1.8 MI W FROM WHITE SULPHUR SPRINGS.
 RW0150'1.8 MILES WEST ALONG THE FORT LOGAN ROAD FROM WHITE SULPHUR SPRINGS,
 RW0150'MEAGHER COUNTY, AT THE CENTER OF A CURVE LEADING NORTH, AND 40 FEET
 RW0150'NORTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, SET IN THE
 RW0150'TOP OF A CONCRETE POST.
 RW0150
 RW0150                          STATION RECOVERY (1971)
 RW0150
 RW0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RW0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0114 ***********************************************************************
 SP0114  DESIGNATION -  D 80
 SP0114  PID         -  SP0114
 SP0114  STATE/COUNTY-  MT/RICHLAND
 SP0114  USGS QUAD   -  ELMDALE NW (1983)
 SP0114
 SP0114                         *CURRENT SURVEY CONTROL
 SP0114  ___________________________________________________________________
 SP0114* NAD 83(1986)-  47 58 11.     (N)    104 53 37.     (W)     SCALED    
 SP0114* NAVD 88     -       660.389  (meters)    2166.63   (feet)  ADJUSTED  
 SP0114  ___________________________________________________________________
 SP0114  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SP0114  DYNAMIC HT  -         660.449 (meters)    2166.82  (feet)  COMP
 SP0114  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 SP0114
 SP0114  VERT ORDER  -  SECOND    CLASS 0
 SP0114
 SP0114.The horizontal coordinates were scaled from a topographic map and have
 SP0114.an estimated accuracy of +/- 6 seconds.
 SP0114
 SP0114.The orthometric height was determined by differential leveling
 SP0114.and adjusted by the National Geodetic Survey in June 1991..
 SP0114
 SP0114.The geoid height was determined by GEOID03.
 SP0114
 SP0114.The dynamic height is computed by dividing the NAVD 88
 SP0114.geopotential number by the normal gravity value computed on the
 SP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0114.degrees latitude (g = 980.6199 gals.).
 SP0114
 SP0114.The modeled gravity was interpolated from observed gravity values.
 SP0114
 SP0114;                    North         East    Units  Estimated Accuracy
 SP0114;SPC MT       -   423,440.      943,600.      MT  (+/- 180 meters Scaled)
 SP0114
 SP0114                          SUPERSEDED SURVEY CONTROL
 SP0114
 SP0114  NGVD 29 (??/??/92)  659.822  (m)         2164.77   (f) ADJ UNCH    2 0
 SP0114
 SP0114.Superseded values are not recommended for survey control.
 SP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0114.See file dsdata.txt to determine how the superseded data were derived.
 SP0114
 SP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP079129(NAD 83)
 SP0114_MARKER: DB = BENCH MARK DISK
 SP0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0114_STAMPING: D-80 1934
 SP0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0114+STABILITY: SURFACE MOTION
 SP0114
 SP0114  HISTORY     - Date     Condition        Report By
 SP0114  HISTORY     - 1934     MONUMENTED       CGS
 SP0114  HISTORY     - 1977     GOOD             USGS
 SP0114
 SP0114                          STATION DESCRIPTION
 SP0114
 SP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0114'15.5 MI S FROM BROCKTON.
 SP0114'IN RICHLAND COUNTY, ABOUT 15.5 MILES SOUTH ALONG THE ROAD LEADING TO
 SP0114'LANE FROM BROCKTON, ROOSEVELT COUNTY, AT THE INTERSECTION OF AN
 SP0114'EAST-AND-WEST ROAD, ABOUT 102 FEET EAST OF THE CENTER LINE OF THE
 SP0114'LANE-BROCKTON ROAD, ABOUT 40 FEET NORTH OF THE CENTER LINE OF THE
 SP0114'EAST-AND-WEST ROAD, AND 66 FEET EAST OF A FENCE CORNER.  A STANDARD
 SP0114'DISK, STAMPED D 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0114
 SP0114                          STATION RECOVERY (1977)
 SP0114
 SP0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0114'ELMDALE COMMUNITY HALL, 4 MI NORTH & 5 MI WEST OF , NEAR SW CORNER OF
 SP0114'SEC. 28, T-26-N, R- 53-E. ABOUT 0.25 MI SOUTH OF T-ROAD NORTH AND 102
 SP0114'FEET EAST & 40 FEET NORTH OF ABANDON T-ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0486 ***********************************************************************
 RX0486  DESIGNATION -  D 81
 RX0486  PID         -  RX0486
 RX0486  STATE/COUNTY-  MT/POWELL
 RX0486  USGS QUAD   -  MARCUM MOUNTAIN (1968)
 RX0486
 RX0486                         *CURRENT SURVEY CONTROL
 RX0486  ___________________________________________________________________
 RX0486* NAD 83(1986)-  46 56 44.     (N)    112 57 14.     (W)     SCALED    
 RX0486* NAVD 88     -      1329.509  (meters)    4361.90   (feet)  ADJUSTED  
 RX0486  ___________________________________________________________________
 RX0486  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 RX0486  DYNAMIC HT  -        1329.247 (meters)    4361.04  (feet)  COMP
 RX0486  MODELED GRAV-     980,370.4   (mgal)                       NAVD 88
 RX0486
 RX0486  VERT ORDER  -  SECOND    CLASS 0
 RX0486
 RX0486.The horizontal coordinates were scaled from a topographic map and have
 RX0486.an estimated accuracy of +/- 6 seconds.
 RX0486
 RX0486.The orthometric height was determined by differential leveling
 RX0486.and adjusted by the National Geodetic Survey in June 1991..
 RX0486
 RX0486.The geoid height was determined by GEOID03.
 RX0486
 RX0486.The dynamic height is computed by dividing the NAVD 88
 RX0486.geopotential number by the normal gravity value computed on the
 RX0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0486.degrees latitude (g = 980.6199 gals.).
 RX0486
 RX0486.The modeled gravity was interpolated from observed gravity values.
 RX0486
 RX0486;                    North         East    Units  Estimated Accuracy
 RX0486;SPC MT       -   305,320.      337,290.      MT  (+/- 180 meters Scaled)
 RX0486
 RX0486                          SUPERSEDED SURVEY CONTROL
 RX0486
 RX0486  NGVD 29 (??/??/92) 1328.402  (m)         4358.27   (f) ADJ UNCH    2 0
 RX0486
 RX0486.Superseded values are not recommended for survey control.
 RX0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0486.See file dsdata.txt to determine how the superseded data were derived.
 RX0486
 RX0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT513009(NAD 83)
 RX0486_MARKER: DB = BENCH MARK DISK
 RX0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0486_STAMPING: D 81 1934
 RX0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0486+STABILITY: SURFACE MOTION
 RX0486
 RX0486  HISTORY     - Date     Condition        Report By
 RX0486  HISTORY     - 1934     MONUMENTED       CGS
 RX0486  HISTORY     - 1968     MARK NOT FOUND   USGS
 RX0486
 RX0486                          STATION DESCRIPTION
 RX0486
 RX0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0486'15.5 MI SE FROM OVANDO.
 RX0486'15.5 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM OVANDO, POWELL
 RX0486'COUNTY, 0.6 MILE WEST OF A BRIDGE OVER BLACKFOOT RIVER, NEAR A CURVE
 RX0486'IN THE HIGHWAY, AND 36 FEET SOUTHWEST OF THE CENTERLINE OF THE
 RX0486'HIGHWAY.  A STANDARD DISK, STAMPED D 81 1934 AND SET IN THE TOP OF A
 RX0486'CONCRETE POST.
 RX0486
 RX0486                          STATION RECOVERY (1968)
 RX0486
 RX0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RX0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0206 ***********************************************************************
 RW0206  CBN         -  This is a Cooperative Base Network Control Station.
 RW0206  DESIGNATION -  D 82
 RW0206  PID         -  RW0206
 RW0206  STATE/COUNTY-  MT/BROADWATER
 RW0206  USGS QUAD   -  TOSTON (1986)
 RW0206
 RW0206                         *CURRENT SURVEY CONTROL
 RW0206  ___________________________________________________________________
 RW0206* NAD 83(1999)-  46 09 23.11135(N)    111 25 52.40938(W)     ADJUSTED  
 RW0206* NAVD 88     -      1203.257  (meters)    3947.69   (feet)  ADJUSTED  
 RW0206  ___________________________________________________________________
 RW0206  X           -  -1,617,417.376 (meters)                     COMP
 RW0206  Y           -  -4,120,551.145 (meters)                     COMP
 RW0206  Z           -   4,578,167.119 (meters)                     COMP
 RW0206  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 RW0206  ELLIP HEIGHT-        1190.99  (meters)          (04/26/01) GPS OBS
 RW0206  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RW0206  DYNAMIC HT  -        1202.948 (meters)    3946.67  (feet)  COMP
 RW0206  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 RW0206
 RW0206  HORZ ORDER  -  B
 RW0206  VERT ORDER  -  SECOND    CLASS 0
 RW0206  ELLP ORDER  -  FOURTH    CLASS I
 RW0206
 RW0206.The horizontal coordinates were established by GPS observations
 RW0206.and adjusted by the National Geodetic Survey in April 2001..
 RW0206.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RW0206.DATUM ITEM on the data sheet items page.
 RW0206
 RW0206.The orthometric height was determined by differential leveling
 RW0206.and adjusted by the National Geodetic Survey in June 1991..
 RW0206
 RW0206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RW0206
 RW0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0206
 RW0206.The ellipsoidal height was determined by GPS observations
 RW0206.and is referenced to NAD 83.
 RW0206
 RW0206.The geoid height was determined by GEOID03.
 RW0206
 RW0206.The dynamic height is computed by dividing the NAVD 88
 RW0206.geopotential number by the normal gravity value computed on the
 RW0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0206.degrees latitude (g = 980.6199 gals.).
 RW0206
 RW0206.The modeled gravity was interpolated from observed gravity values.
 RW0206
 RW0206;                    North         East     Units Scale Factor Converg.
 RW0206;SPC MT       -   213,694.342   450,912.270   MT  0.99950330   -1 24 45.7
 RW0206;SPC MT       -   701,096.92  1,479,370.96   iFT  0.99950330   -1 24 45.7
 RW0206;UTM  12      - 5,111,517.417   466,703.492   MT  0.99961363   -0 18 39.7
 RW0206
 RW0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0206!SPC MT       -   0.99981333  x   0.99950330  =   0.99931672
 RW0206!UTM  12      -   0.99981333  x   0.99961363  =   0.99942703
 RW0206
 RW0206                          SUPERSEDED SURVEY CONTROL
 RW0206
 RW0206  NAD 83(1992)-  46 09 23.11006(N)    111 25 52.40970(W) AD(       ) B
 RW0206  ELLIP H (07/22/93) 1191.08   (m)                       GP(       ) 4 1
 RW0206  NAVD 88 (07/22/93) 1203.26   (m)         3947.7    (f) LEVELING    3  
 RW0206  NGVD 29 (??/??/92) 1202.292  (m)         3944.52   (f) ADJ UNCH    2 0
 RW0206
 RW0206.Superseded values are not recommended for survey control.
 RW0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0206.See file dsdata.txt to determine how the superseded data were derived.
 RW0206
 RW0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS6670311517(NAD 83)
 RW0206_MARKER: DB = BENCH MARK DISK
 RW0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0206_SP_SET: CONCRETE POST
 RW0206_STAMPING: D 82 1934
 RW0206_MARK LOGO: CGS   
 RW0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0206+STABILITY: SURFACE MOTION
 RW0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0206+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1997
 RW0206
 RW0206  HISTORY     - Date     Condition        Report By
 RW0206  HISTORY     - 1934     MONUMENTED       CGS
 RW0206  HISTORY     - 19920915 GOOD             MTDOT
 RW0206  HISTORY     - 19950207 GOOD             MTDOT
 RW0206  HISTORY     - 19960113 GOOD             MTDOT
 RW0206  HISTORY     - 19970215 GOOD             MTDOT
 RW0206
 RW0206                          STATION DESCRIPTION
 RW0206
 RW0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0206'1.2 MI SE FROM TOSTON.
 RW0206'1.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM TOSTON,
 RW0206'BROADWATER COUNTY, AT MILEPOST 193, 61 FEET NORTHEAST OF THE
 RW0206'CENTERLINE OF THE TRACK, AND 8 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 RW0206'FENCE.  A STANDARD DISK, STAMPED D 82 1934 AND SET IN THE TOP OF A
 RW0206'CONCRETE POST.
 RW0206
 RW0206                          STATION RECOVERY (1992)
 RW0206
 RW0206'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1992
 RW0206'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTH OF TOSTON ON THE
 RW0206'NORTHEAST RIGHT-OF-WAY OF THE MONTANA RAIL LINK AND AT RAILROAD
 RW0206'MILEPOST 193.  OWNERSHIP--MONTANA RAIL LINK MISSOULA MT.  PHONE
 RW0206'1-800-338-4750.
 RW0206'TO REACH THE STATION FROM THE POST OFFICE IN CENTRAL TOSTON GO
 RW0206'SOUTHEAST ON MAIN GRAVEL ROAD PARALLELING RAILROAD TRACKS FOR 1.6 KM
 RW0206'(0.99 MI) TO AN ABRUPT ANGLED OFFSET IN MAIN ROAD FOR A CANAL
 RW0206'CROSSING AND GRAVEL ROAD RIGHT.  TURN RIGHT SOUTHWEST ON GRAVEL ROAD
 RW0206'FOR 30 M (98.42 FT) TO A DIRT ROAD ON THE LEFT PARALLELING RAILROAD
 RW0206'TRACKS.  TURN LEFT SOUTHEAST ON DIRT ROAD FOR 0.32 KM (0.20 MI) TO
 RW0206'THE RAILROAD MILEPOST 193 AND THE STATION ON THE LEFT ACROSS TRACKS.
 RW0206'THE STATION IS SET IN THE TOP OF A 15 X 15 CM SQUARE CONCRETE POST
 RW0206'PROJECTING 8 CM ABOVE GROUND.  IT IS 18.5 M (60.70 FT) EAST NORTHEAST
 RW0206'FROM RAILROAD MILE POST 193, 17.9 M (58.73 FT) NORTHEAST FROM THE
 RW0206'NORTHEAST RAIL 11.5 M (37.73 FT) SOUTH SOUTHEAST FROM A POWER POLE
 RW0206'AND 2.15 M (7.05 FT) SOUTHWEST FROM A FENCE.
 RW0206
 RW0206                          STATION RECOVERY (1995)
 RW0206
 RW0206'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RW0206'RECOVERED AS DESCRIBED.
 RW0206
 RW0206                          STATION RECOVERY (1996)
 RW0206
 RW0206'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0206'RECOVERED AS DESCRIBED.
 RW0206
 RW0206                          STATION RECOVERY (1997)
 RW0206
 RW0206'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 RW0206'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0089 ***********************************************************************
 SQ0089  DESIGNATION -  D 83
 SQ0089  PID         -  SQ0089
 SQ0089  STATE/COUNTY-  MT/GARFIELD
 SQ0089  USGS QUAD   -  COAL CREEK (1967)
 SQ0089
 SQ0089                         *CURRENT SURVEY CONTROL
 SQ0089  ___________________________________________________________________
 SQ0089* NAD 83(1986)-  47 18 03.     (N)    106 21 09.     (W)     SCALED    
 SQ0089* NAVD 88     -       735.379  (meters)    2412.66   (feet)  ADJUSTED  
 SQ0089  ___________________________________________________________________
 SQ0089  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 SQ0089  DYNAMIC HT  -         735.391 (meters)    2412.70  (feet)  COMP
 SQ0089  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 SQ0089
 SQ0089  VERT ORDER  -  SECOND    CLASS 0
 SQ0089
 SQ0089.The horizontal coordinates were scaled from a topographic map and have
 SQ0089.an estimated accuracy of +/- 6 seconds.
 SQ0089
 SQ0089.The orthometric height was determined by differential leveling
 SQ0089.and adjusted by the National Geodetic Survey in June 1991..
 SQ0089
 SQ0089.The geoid height was determined by GEOID03.
 SQ0089
 SQ0089.The dynamic height is computed by dividing the NAVD 88
 SQ0089.geopotential number by the normal gravity value computed on the
 SQ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0089.degrees latitude (g = 980.6199 gals.).
 SQ0089
 SQ0089.The modeled gravity was interpolated from observed gravity values.
 SQ0089
 SQ0089;                    North         East    Units  Estimated Accuracy
 SQ0089;SPC MT       -   343,780.      837,830.      MT  (+/- 180 meters Scaled)
 SQ0089
 SQ0089                          SUPERSEDED SURVEY CONTROL
 SQ0089
 SQ0089  NGVD 29 (??/??/92)  734.750  (m)         2410.59   (f) ADJ UNCH    2 0
 SQ0089
 SQ0089.Superseded values are not recommended for survey control.
 SQ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0089.See file dsdata.txt to determine how the superseded data were derived.
 SQ0089
 SQ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN977394(NAD 83)
 SQ0089_MARKER: DB = BENCH MARK DISK
 SQ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0089_STAMPING: D 83 1934
 SQ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0089+STABILITY: SURFACE MOTION
 SQ0089
 SQ0089  HISTORY     - Date     Condition        Report By
 SQ0089  HISTORY     - 1934     MONUMENTED       CGS
 SQ0089  HISTORY     - 1967     MARK NOT FOUND   USGS
 SQ0089
 SQ0089                          STATION DESCRIPTION
 SQ0089
 SQ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0089'3.9 MI E FROM VAN NORMAN.
 SQ0089'3.9 MILES EAST ALONG STATE HIGHWAY 18 FROM VAN NORMAN, GARFIELD
 SQ0089'COUNTY, 0.1 MILE SOUTHEAST OF A BRIDGE, 39 FEET NORTHEAST OF THE
 SQ0089'CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 SQ0089'FENCE.  A STANDARD DISK, STAMPED D 83 1934 AND SET IN THE TOP OF A
 SQ0089'CONCRETE POST.
 SQ0089
 SQ0089                          STATION RECOVERY (1967)
 SQ0089
 SQ0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SQ0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0119 ***********************************************************************
 SP0119  DESIGNATION -  D 84
 SP0119  PID         -  SP0119
 SP0119  STATE/COUNTY-  MT/MCCONE
 SP0119  USGS QUAD   -  VIDA (1983)
 SP0119
 SP0119                         *CURRENT SURVEY CONTROL
 SP0119  ___________________________________________________________________
 SP0119* NAD 83(1986)-  47 52 18.     (N)    105 29 50.     (W)     SCALED    
 SP0119* NAVD 88     -       749.011  (meters)    2457.38   (feet)  ADJUSTED  
 SP0119  ___________________________________________________________________
 SP0119  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 SP0119  DYNAMIC HT  -         749.066 (meters)    2457.56  (feet)  COMP
 SP0119  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 SP0119
 SP0119  VERT ORDER  -  SECOND    CLASS 0
 SP0119
 SP0119.The horizontal coordinates were scaled from a topographic map and have
 SP0119.an estimated accuracy of +/- 6 seconds.
 SP0119
 SP0119.The orthometric height was determined by differential leveling
 SP0119.and adjusted by the National Geodetic Survey in June 1991..
 SP0119
 SP0119.The geoid height was determined by GEOID03.
 SP0119
 SP0119.The dynamic height is computed by dividing the NAVD 88
 SP0119.geopotential number by the normal gravity value computed on the
 SP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0119.degrees latitude (g = 980.6199 gals.).
 SP0119
 SP0119.The modeled gravity was interpolated from observed gravity values.
 SP0119
 SP0119;                    North         East    Units  Estimated Accuracy
 SP0119;SPC MT       -   410,080.      899,170.      MT  (+/- 180 meters Scaled)
 SP0119
 SP0119                          SUPERSEDED SURVEY CONTROL
 SP0119
 SP0119  NGVD 29 (??/??/92)  748.412  (m)         2455.41   (f) ADJ UNCH    2 0
 SP0119
 SP0119.Superseded values are not recommended for survey control.
 SP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0119.See file dsdata.txt to determine how the superseded data were derived.
 SP0119
 SP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP628021(NAD 83)
 SP0119_MARKER: DB = BENCH MARK DISK
 SP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0119_STAMPING: D 84 1934
 SP0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0119+STABILITY: SURFACE MOTION
 SP0119
 SP0119  HISTORY     - Date     Condition        Report By
 SP0119  HISTORY     - 1934     MONUMENTED       CGS
 SP0119
 SP0119                          STATION DESCRIPTION
 SP0119
 SP0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0119'18.3 MI S FROM MACON.
 SP0119'IN MCCONE COUNTY, 18.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM MACON,
 SP0119'ROOSEVELT COUNTY, 0.5 MILE SOUTHEAST OF A FARMHOUSE SOUTHWEST OF THE
 SP0119'HIGHWAY, 30 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4
 SP0119'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D
 SP0119'84 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0157 ***********************************************************************
 SQ0157  DESIGNATION -  D 85
 SQ0157  PID         -  SQ0157
 SQ0157  STATE/COUNTY-  MT/GARFIELD
 SQ0157  USGS QUAD   -  COHAGEN SW (1965)
 SQ0157
 SQ0157                         *CURRENT SURVEY CONTROL
 SQ0157  ___________________________________________________________________
 SQ0157* NAD 83(1986)-  47 01 59.     (N)    106 38 08.     (W)     SCALED    
 SQ0157* NAVD 88     -       842.197  (meters)    2763.11   (feet)  ADJUSTED  
 SQ0157  ___________________________________________________________________
 SQ0157  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 SQ0157  DYNAMIC HT  -         842.170 (meters)    2763.02  (feet)  COMP
 SQ0157  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 SQ0157
 SQ0157  VERT ORDER  -  SECOND    CLASS 0
 SQ0157
 SQ0157.The horizontal coordinates were scaled from a topographic map and have
 SQ0157.an estimated accuracy of +/- 6 seconds.
 SQ0157
 SQ0157.The orthometric height was determined by differential leveling
 SQ0157.and adjusted by the National Geodetic Survey in June 1991..
 SQ0157
 SQ0157.The geoid height was determined by GEOID03.
 SQ0157
 SQ0157.The dynamic height is computed by dividing the NAVD 88
 SQ0157.geopotential number by the normal gravity value computed on the
 SQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0157.degrees latitude (g = 980.6199 gals.).
 SQ0157
 SQ0157.The modeled gravity was interpolated from observed gravity values.
 SQ0157
 SQ0157;                    North         East    Units  Estimated Accuracy
 SQ0157;SPC MT       -   313,230.      817,540.      MT  (+/- 180 meters Scaled)
 SQ0157
 SQ0157                          SUPERSEDED SURVEY CONTROL
 SQ0157
 SQ0157  NGVD 29 (??/??/92)  841.534  (m)         2760.93   (f) ADJ UNCH    2 0
 SQ0157
 SQ0157.Superseded values are not recommended for survey control.
 SQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0157.See file dsdata.txt to determine how the superseded data were derived.
 SQ0157
 SQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN757101(NAD 83)
 SQ0157_MARKER: DB = BENCH MARK DISK
 SQ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0157_STAMPING: D-85 1934
 SQ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0157+STABILITY: SURFACE MOTION
 SQ0157
 SQ0157  HISTORY     - Date     Condition        Report By
 SQ0157  HISTORY     - 1934     MONUMENTED       CGS
 SQ0157  HISTORY     - 1965     GOOD             USGS
 SQ0157
 SQ0157                          STATION DESCRIPTION
 SQ0157
 SQ0157'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0157'1.8 MI SW FROM COHAGEN.
 SQ0157'COHAGEN, 1.8 MILES SW OF ALONG COUNTY ROAD.  ON TOP OF HILL.  50 FEET
 SQ0157'SE OF MOST SOUTHWESTERLY LEG OF TRIANGLE FORMED BY ROAD TO THE EAST.
 SQ0157'IN TOP OF CONCRETE POST, A STANDARD DISC.  STAMPED D 85 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0018 ***********************************************************************
 RU0018  DESIGNATION -  D 87
 RU0018  PID         -  RU0018
 RU0018  STATE/COUNTY-  MT/GARFIELD
 RU0018  USGS QUAD   -  COLEMAN COULEE (1965)
 RU0018
 RU0018                         *CURRENT SURVEY CONTROL
 RU0018  ___________________________________________________________________
 RU0018* NAD 83(1986)-  46 53 39.     (N)    106 22 10.     (W)     SCALED    
 RU0018* NAVD 88     -       861.056  (meters)    2824.98   (feet)  ADJUSTED  
 RU0018  ___________________________________________________________________
 RU0018  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 RU0018  DYNAMIC HT  -         861.012 (meters)    2824.84  (feet)  COMP
 RU0018  MODELED GRAV-     980,533.2   (mgal)                       NAVD 88
 RU0018
 RU0018  VERT ORDER  -  SECOND    CLASS 0
 RU0018
 RU0018.The horizontal coordinates were scaled from a topographic map and have
 RU0018.an estimated accuracy of +/- 6 seconds.
 RU0018
 RU0018.The orthometric height was determined by differential leveling
 RU0018.and adjusted by the National Geodetic Survey in June 1991..
 RU0018
 RU0018.The geoid height was determined by GEOID03.
 RU0018
 RU0018.The dynamic height is computed by dividing the NAVD 88
 RU0018.geopotential number by the normal gravity value computed on the
 RU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0018.degrees latitude (g = 980.6199 gals.).
 RU0018
 RU0018.The modeled gravity was interpolated from observed gravity values.
 RU0018
 RU0018;                    North         East    Units  Estimated Accuracy
 RU0018;SPC MT       -   298,580.      838,360.      MT  (+/- 180 meters Scaled)
 RU0018
 RU0018                          SUPERSEDED SURVEY CONTROL
 RU0018
 RU0018.No superseded survey control is available for this station.
 RU0018
 RU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM956943(NAD 83)
 RU0018_MARKER: DB = BENCH MARK DISK
 RU0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0018_STAMPING: D 87 1934
 RU0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0018+STABILITY: SURFACE MOTION
 RU0018
 RU0018  HISTORY     - Date     Condition        Report By
 RU0018  HISTORY     - 1934     MONUMENTED       CGS
 RU0018  HISTORY     - 1938     GOOD             NGS
 RU0018  HISTORY     - 1965     MARK NOT FOUND   USGS
 RU0018
 RU0018                          STATION DESCRIPTION
 RU0018
 RU0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RU0018'8.2 MI NW FROM ROCK SPRINGS.
 RU0018'IN GARFIELD COUNTY, 8.2 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM
 RU0018'ROCK SPRINGS, ROSEBUD COUNTY, 0.1 MILE WEST OF A BRIDGE AT A CUT
 RU0018'THROUGH A SMALL HILL, AND 48 FEET SOUTH OF THE CENTERLINE OF THE
 RU0018'HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RU0018
 RU0018                          STATION RECOVERY (1965)
 RU0018
 RU0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RU0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0033 ***********************************************************************
 SQ0033  DESIGNATION -  D 88
 SQ0033  PID         -  SQ0033
 SQ0033  STATE/COUNTY-  MT/GARFIELD
 SQ0033  USGS QUAD   -  ASH CREEK WEST (1972)
 SQ0033
 SQ0033                         *CURRENT SURVEY CONTROL
 SQ0033  ___________________________________________________________________
 SQ0033* NAD 83(1986)-  47 43 22.     (N)    106 28 28.     (W)     SCALED    
 SQ0033* NAVD 88     -       775.177  (meters)    2543.23   (feet)  ADJUSTED  
 SQ0033  ___________________________________________________________________
 SQ0033  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SQ0033  DYNAMIC HT  -         775.218 (meters)    2543.36  (feet)  COMP
 SQ0033  MODELED GRAV-     980,639.4   (mgal)                       NAVD 88
 SQ0033
 SQ0033  VERT ORDER  -  SECOND    CLASS 0
 SQ0033
 SQ0033.The horizontal coordinates were scaled from a topographic map and have
 SQ0033.an estimated accuracy of +/- 6 seconds.
 SQ0033
 SQ0033.The orthometric height was determined by differential leveling
 SQ0033.and adjusted by the National Geodetic Survey in June 1991..
 SQ0033
 SQ0033.The geoid height was determined by GEOID03.
 SQ0033
 SQ0033.The dynamic height is computed by dividing the NAVD 88
 SQ0033.geopotential number by the normal gravity value computed on the
 SQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0033.degrees latitude (g = 980.6199 gals.).
 SQ0033
 SQ0033.The modeled gravity was interpolated from observed gravity values.
 SQ0033
 SQ0033;                    North         East    Units  Estimated Accuracy
 SQ0033;SPC MT       -   390,270.      826,810.      MT  (+/- 180 meters Scaled)
 SQ0033
 SQ0033                          SUPERSEDED SURVEY CONTROL
 SQ0033
 SQ0033  NGVD 29 (??/??/92)  774.538  (m)         2541.13   (f) ADJ UNCH    2 0
 SQ0033
 SQ0033.Superseded values are not recommended for survey control.
 SQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0033.See file dsdata.txt to determine how the superseded data were derived.
 SQ0033
 SQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN894865(NAD 83)
 SQ0033_MARKER: DB = BENCH MARK DISK
 SQ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0033_STAMPING: D-88 1934
 SQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0033+STABILITY: SURFACE MOTION
 SQ0033
 SQ0033  HISTORY     - Date     Condition        Report By
 SQ0033  HISTORY     - 1934     MONUMENTED       CGS
 SQ0033  HISTORY     - 1972     MARK NOT FOUND   USGS
 SQ0033
 SQ0033                          STATION DESCRIPTION
 SQ0033
 SQ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0033'4.6 MI S FROM HAXBY.
 SQ0033'ABOUT 4.6 MILES SOUTH ALONG STATE HIGHWAY 22 FROM HAXBY, GARFIELD
 SQ0033'COUNTY, ABOUT 30 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17
 SQ0033'FEET SOUTH OF A FENCE CORNER, AND 4 FEET WEST OF THE FENCE.  A
 SQ0033'STANDARD DISK, STAMPED D 88 1934 AND SET IN THE TOP OF A CONCRETE
 SQ0033'POST.
 SQ0033
 SQ0033                          STATION RECOVERY (1972)
 SQ0033
 SQ0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SQ0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0065 ***********************************************************************
 SR0065  DESIGNATION -  D 89
 SR0065  PID         -  SR0065
 SR0065  STATE/COUNTY-  MT/PETROLEUM
 SR0065  USGS QUAD   -  INGALS DAM (1986)
 SR0065
 SR0065                         *CURRENT SURVEY CONTROL
 SR0065  ___________________________________________________________________
 SR0065* NAD 83(1986)-  47 00 46.     (N)    108 08 01.     (W)     SCALED    
 SR0065* NAVD 88     -       876.526  (meters)    2875.74   (feet)  ADJUSTED  
 SR0065  ___________________________________________________________________
 SR0065  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 SR0065  DYNAMIC HT  -         876.494 (meters)    2875.63  (feet)  COMP
 SR0065  MODELED GRAV-     980,547.0   (mgal)                       NAVD 88
 SR0065
 SR0065  VERT ORDER  -  SECOND    CLASS 0
 SR0065
 SR0065.The horizontal coordinates were scaled from a topographic map and have
 SR0065.an estimated accuracy of +/- 6 seconds.
 SR0065
 SR0065.The orthometric height was determined by differential leveling
 SR0065.and adjusted by the National Geodetic Survey in June 1991..
 SR0065
 SR0065.The geoid height was determined by GEOID03.
 SR0065
 SR0065.The dynamic height is computed by dividing the NAVD 88
 SR0065.geopotential number by the normal gravity value computed on the
 SR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0065.degrees latitude (g = 980.6199 gals.).
 SR0065
 SR0065.The modeled gravity was interpolated from observed gravity values.
 SR0065
 SR0065;                    North         East    Units  Estimated Accuracy
 SR0065;SPC MT       -   307,900.      703,830.      MT  (+/- 180 meters Scaled)
 SR0065
 SR0065                          SUPERSEDED SURVEY CONTROL
 SR0065
 SR0065  NGVD 29 (??/??/92)  875.829  (m)         2873.45   (f) ADJ UNCH    2 0
 SR0065
 SR0065.Superseded values are not recommended for survey control.
 SR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0065.See file dsdata.txt to determine how the superseded data were derived.
 SR0065
 SR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT178105(NAD 83)
 SR0065_MARKER: DB = BENCH MARK DISK
 SR0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0065_STAMPING: D 89 1934
 SR0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0065+STABILITY: SURFACE MOTION
 SR0065
 SR0065  HISTORY     - Date     Condition        Report By
 SR0065  HISTORY     - 1934     MONUMENTED       CGS
 SR0065  HISTORY     - 1979     GOOD             USGS
 SR0065
 SR0065                          STATION DESCRIPTION
 SR0065
 SR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0065'10.7 MI E FROM WINNETT.
 SR0065'10.7 MILES EAST ALONG STATE HIGHWAY 18 FROM WINNETT, PETROLEUM COUNTY,
 SR0065'ABOUT 0.5 MILE SOUTHWEST OF THE JUNCTION OF A ROAD LEADING NORTHWEST,
 SR0065'AND ABOUT 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD
 SR0065'DISK, STAMPED D 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SR0065
 SR0065                          STATION RECOVERY (1979)
 SR0065
 SR0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0065'JUNCTIONS OF HWYS 244 AND 200, GO EAST ALONG HWY 200 APPROX. 10.7 MI
 SR0065'TO A FIELD INLET, NORTH FROM CENTERLINE HWY AND FIELD INLET NORTH 86
 SR0065'FT WEST AND APPROX 65 FT NORTH TO BM. A STANDARD DISK STAMPED D 89
 SR0065'1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0040 ***********************************************************************
 SQ0040  DESIGNATION -  D 9
 SQ0040  PID         -  SQ0040
 SQ0040  STATE/COUNTY-  MT/GARFIELD
 SQ0040  USGS QUAD   -  NORVILLE CREEK (1972)
 SQ0040
 SQ0040                         *CURRENT SURVEY CONTROL
 SQ0040  ___________________________________________________________________
 SQ0040* NAD 83(1986)-  47 51 27.     (N)    106 24 04.     (W)     SCALED    
 SQ0040* NAVD 88     -       653.50   (+/-2cm)    2144.0    (feet)  VERTCON   
 SQ0040  ___________________________________________________________________
 SQ0040  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 SQ0040
 SQ0040  VERT ORDER  -  ? (See Below)
 SQ0040
 SQ0040.The horizontal coordinates were scaled from a topographic map and have
 SQ0040.an estimated accuracy of +/- 6 seconds.
 SQ0040
 SQ0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0040.The vertical order pertains to the NGVD 29 superseded value.
 SQ0040
 SQ0040.The geoid height was determined by GEOID03.
 SQ0040
 SQ0040;                    North         East    Units  Estimated Accuracy
 SQ0040;SPC MT       -   405,440.      831,720.      MT  (+/- 180 meters Scaled)
 SQ0040
 SQ0040                          SUPERSEDED SURVEY CONTROL
 SQ0040
 SQ0040  NGVD 29 (??/??/92)  652.881  (m)         2141.99   (f) ADJ UNCH    ?  
 SQ0040
 SQ0040.Superseded values are not recommended for survey control.
 SQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0040.See file dsdata.txt to determine how the superseded data were derived.
 SQ0040
 SQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP951014(NAD 83)
 SQ0040_MARKER: P = PIPE CAP
 SQ0040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0040_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0040_STAMPING: D-9
 SQ0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0040
 SQ0040  HISTORY     - Date     Condition        Report By
 SQ0040  HISTORY     - UNK      MONUMENTED       DOD
 SQ0040  HISTORY     - 1934     GOOD             NGS
 SQ0040  HISTORY     - 1972     MARK NOT FOUND   USGS
 SQ0040
 SQ0040                          STATION DESCRIPTION
 SQ0040
 SQ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0040'6.7 MI N FROM HAXBY.
 SQ0040'ABOUT 6.7 MILES NORTH ALONG STATE HIGHWAY 22 FROM HAXBY, GARFIELD
 SQ0040'COUNTY, ABOUT 0.6 MILE EAST OF THE HIGHWAY, ABOUT 0.5 MILE SOUTHWEST
 SQ0040'OF THE SMITH RANCH, ABOUT 0.5 MILE EAST OF A NORTH-AND-SOUTH ROAD, AND
 SQ0040'20 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A CORPS OF ENGINEERS, U.S.
 SQ0040'ARMY, STANDARD CAP, STAMPED D 9 AND RIVETED ON THE TOP OF A 2-INCH
 SQ0040'IRON PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.  NOTE-- MARK UNDER
 SQ0040'WATER.
 SQ0040
 SQ0040                          STATION RECOVERY (1972)
 SQ0040
 SQ0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SQ0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0651 ***********************************************************************
 SR0651  DESIGNATION -  D 9 K
 SR0651  PID         -  SR0651
 SR0651  STATE/COUNTY-  MT/FERGUS
 SR0651  USGS QUAD   -  DENTON (1979)
 SR0651
 SR0651                         *CURRENT SURVEY CONTROL
 SR0651  ___________________________________________________________________
 SR0651* NAD 83(1986)-  47 21 09.     (N)    109 57 31.     (W)     SCALED    
 SR0651* NAVD 88     -      1147.939  (meters)    3766.20   (feet)  ADJUSTED  
 SR0651  ___________________________________________________________________
 SR0651  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 SR0651  DYNAMIC HT  -        1147.859 (meters)    3765.93  (feet)  COMP
 SR0651  MODELED GRAV-     980,503.3   (mgal)                       NAVD 88
 SR0651
 SR0651  VERT ORDER  -  SECOND    CLASS 0
 SR0651
 SR0651.The horizontal coordinates were scaled from a topographic map and have
 SR0651.an estimated accuracy of +/- 6 seconds.
 SR0651
 SR0651.The orthometric height was determined by differential leveling
 SR0651.and adjusted by the National Geodetic Survey in June 1991..
 SR0651
 SR0651.The geoid height was determined by GEOID03.
 SR0651
 SR0651.The dynamic height is computed by dividing the NAVD 88
 SR0651.geopotential number by the normal gravity value computed on the
 SR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0651.degrees latitude (g = 980.6199 gals.).
 SR0651
 SR0651.The modeled gravity was interpolated from observed gravity values.
 SR0651
 SR0651;                    North         East    Units  Estimated Accuracy
 SR0651;SPC MT       -   344,840.      565,370.      MT  (+/- 180 meters Scaled)
 SR0651
 SR0651                          SUPERSEDED SURVEY CONTROL
 SR0651
 SR0651  NGVD 29 (??/??/92) 1147.087  (m)         3763.40   (f) ADJ UNCH    2 0
 SR0651
 SR0651.Superseded values are not recommended for survey control.
 SR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0651.See file dsdata.txt to determine how the superseded data were derived.
 SR0651
 SR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT786448(NAD 83)
 SR0651_MARKER: DS = TRIANGULATION STATION DISK
 SR0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0651_STAMPING: D 9 K 1961
 SR0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0651+STABILITY: SURFACE MOTION
 SR0651
 SR0651  HISTORY     - Date     Condition        Report By
 SR0651  HISTORY     - 1961     MONUMENTED       CGS
 SR0651  HISTORY     - 1973     MARK NOT FOUND   USGS
 SR0651
 SR0651                          STATION DESCRIPTION
 SR0651
 SR0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0651'2.75 MI N FROM DENTON.
 SR0651'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0651'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0651'1.55 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 5, T 18 N, R 14 E,
 SR0651'0.2 MILE SOUTH OF THE JUNCTION OF THE ROAD AND A TRACK ROAD LEADING
 SR0651'EAST, ABOUT 100 YARDS SOUTH OF THE CREST OF A SMALL KNOLL, 33 FEET
 SR0651'WEST OF THE CENTER LINE OF THE ROAD, 25.2 FEET SOUTH OF D 9 K R.M. 1,
 SR0651'25.1 FEET NORTH OF D 9 K R.M. 2, 5 FEET NORTH-NORTHEAST OF A POWER
 SR0651'POLE, 3.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 SR0651'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SR0651'INCHES.  NOTE-- POWER POLE HAS BEEN REMOVED.
 SR0651
 SR0651                          STATION RECOVERY (1973)
 SR0651
 SR0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SR0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0650 ***********************************************************************
 SR0650  DESIGNATION -  D 9 K RM 1
 SR0650  PID         -  SR0650
 SR0650  STATE/COUNTY-  MT/FERGUS
 SR0650  USGS QUAD   -  DENTON (1979)
 SR0650
 SR0650                         *CURRENT SURVEY CONTROL
 SR0650  ___________________________________________________________________
 SR0650* NAD 83(1986)-  47 21 09.     (N)    109 57 31.     (W)     SCALED    
 SR0650* NAVD 88     -      1147.871  (meters)    3765.97   (feet)  ADJUSTED  
 SR0650  ___________________________________________________________________
 SR0650  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 SR0650  DYNAMIC HT  -        1147.792 (meters)    3765.71  (feet)  COMP
 SR0650  MODELED GRAV-     980,503.3   (mgal)                       NAVD 88
 SR0650
 SR0650  VERT ORDER  -  SECOND    CLASS 0
 SR0650
 SR0650.The horizontal coordinates were scaled from a topographic map and have
 SR0650.an estimated accuracy of +/- 6 seconds.
 SR0650
 SR0650.The orthometric height was determined by differential leveling
 SR0650.and adjusted by the National Geodetic Survey in June 1991..
 SR0650
 SR0650.The geoid height was determined by GEOID03.
 SR0650
 SR0650.The dynamic height is computed by dividing the NAVD 88
 SR0650.geopotential number by the normal gravity value computed on the
 SR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0650.degrees latitude (g = 980.6199 gals.).
 SR0650
 SR0650.The modeled gravity was interpolated from observed gravity values.
 SR0650
 SR0650;                    North         East    Units  Estimated Accuracy
 SR0650;SPC MT       -   344,840.      565,370.      MT  (+/- 180 meters Scaled)
 SR0650
 SR0650                          SUPERSEDED SURVEY CONTROL
 SR0650
 SR0650  NGVD 29 (??/??/92) 1147.019  (m)         3763.18   (f) ADJ UNCH    2 0
 SR0650
 SR0650.Superseded values are not recommended for survey control.
 SR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0650.See file dsdata.txt to determine how the superseded data were derived.
 SR0650
 SR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT786448(NAD 83)
 SR0650_MARKER: DR = REFERENCE MARK DISK
 SR0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0650_STAMPING: D 9 K NO 1 1961
 SR0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0650+STABILITY: SURFACE MOTION
 SR0650
 SR0650  HISTORY     - Date     Condition        Report By
 SR0650  HISTORY     - 1961     MONUMENTED       CGS
 SR0650  HISTORY     - 1973     GOOD             USGS
 SR0650
 SR0650                          STATION DESCRIPTION
 SR0650
 SR0650'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0650'2.75 MI N FROM DENTON.
 SR0650'ABOUT 1.2 MI NORTHWEST ALONG A GRAVELED ROAD FROM THE CMSTP AND P
 SR0650'STATION AT DENTON, THENCE 1.55 MI NORTH ALONG A GRAVELED RD, IN
 SR0650'SECTION 5, T 18N, R 14 E, 0.2 MI SOUTH OF THE JCT OF THE RD AND A
 SR0650'TRACK RD LEADING EAST, ABOUT 100 YARDS SOUTH OF THE CREST OF A SMALL
 SR0650'KNOLL, 31 FT WEST OF THE CENTERLINE OF THE RD, 36.5 FT NORTH OF A
 SR0650'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RD, AND SET IN
 SR0650'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0652 ***********************************************************************
 SR0652  DESIGNATION -  D 9 K RM 2
 SR0652  PID         -  SR0652
 SR0652  STATE/COUNTY-  MT/FERGUS
 SR0652  USGS QUAD   -  DENTON (1979)
 SR0652
 SR0652                         *CURRENT SURVEY CONTROL
 SR0652  ___________________________________________________________________
 SR0652* NAD 83(1986)-  47 21 08.     (N)    109 57 31.     (W)     SCALED    
 SR0652* NAVD 88     -      1147.806  (meters)    3765.76   (feet)  ADJUSTED  
 SR0652  ___________________________________________________________________
 SR0652  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 SR0652  DYNAMIC HT  -        1147.726 (meters)    3765.50  (feet)  COMP
 SR0652  MODELED GRAV-     980,503.3   (mgal)                       NAVD 88
 SR0652
 SR0652  VERT ORDER  -  SECOND    CLASS 0
 SR0652
 SR0652.The horizontal coordinates were scaled from a topographic map and have
 SR0652.an estimated accuracy of +/- 6 seconds.
 SR0652
 SR0652.The orthometric height was determined by differential leveling
 SR0652.and adjusted by the National Geodetic Survey in June 1991..
 SR0652
 SR0652.The geoid height was determined by GEOID03.
 SR0652
 SR0652.The dynamic height is computed by dividing the NAVD 88
 SR0652.geopotential number by the normal gravity value computed on the
 SR0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0652.degrees latitude (g = 980.6199 gals.).
 SR0652
 SR0652.The modeled gravity was interpolated from observed gravity values.
 SR0652
 SR0652;                    North         East    Units  Estimated Accuracy
 SR0652;SPC MT       -   344,810.      565,370.      MT  (+/- 180 meters Scaled)
 SR0652
 SR0652                          SUPERSEDED SURVEY CONTROL
 SR0652
 SR0652  NGVD 29 (??/??/92) 1146.954  (m)         3762.96   (f) ADJ UNCH    2 0
 SR0652
 SR0652.Superseded values are not recommended for survey control.
 SR0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0652.See file dsdata.txt to determine how the superseded data were derived.
 SR0652
 SR0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT786448(NAD 83)
 SR0652_MARKER: DR = REFERENCE MARK DISK
 SR0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0652_STAMPING: D 9 K NO 2 1961
 SR0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0652+STABILITY: SURFACE MOTION
 SR0652
 SR0652  HISTORY     - Date     Condition        Report By
 SR0652  HISTORY     - 1961     MONUMENTED       CGS
 SR0652  HISTORY     - 1973     GOOD             USGS
 SR0652
 SR0652                          STATION DESCRIPTION
 SR0652
 SR0652'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0652'2.75 MI N FROM DENTON.
 SR0652'ABOUT 1.2 MI NORTHWEST ALONG A GRAVELED ROAD FROM THE CMSTP AND P
 SR0652'RAILROAD STATION AT DENTON, THENCE 1.55 MI NORTH ALONG A GRAVELED RD,
 SR0652'IN SECTION 5, T 18 N, R 14 E, 0.2 MI SOUTH OF THE JCT OF THE RD AND A
 SR0652'TRACK RD LEADING EAST, ABOUT 100 YARDS SOUTH OF THE CREST OF A SMALL
 SR0652'KNOLL, 32 FT WEST OF THE CENTERLINE OF THE RD, 45.1 FT SOUTH OF A
 SR0652'METAL WITNESS POST, ABOUT 2 FT BELOW THE LEVEL OF THE RD, AND SET IN
 SR0652'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0653 ***********************************************************************
 SR0653  DESIGNATION -  D 9 L
 SR0653  PID         -  SR0653
 SR0653  STATE/COUNTY-  MT/FERGUS
 SR0653  USGS QUAD   -  DENTON (1979)
 SR0653
 SR0653                         *CURRENT SURVEY CONTROL
 SR0653  ___________________________________________________________________
 SR0653* NAD 83(1986)-  47 20 47.     (N)    109 57 09.     (W)     SCALED    
 SR0653* NAVD 88     -      1145.192  (meters)    3757.18   (feet)  ADJUSTED  
 SR0653  ___________________________________________________________________
 SR0653  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 SR0653  DYNAMIC HT  -        1145.112 (meters)    3756.92  (feet)  COMP
 SR0653  MODELED GRAV-     980,502.8   (mgal)                       NAVD 88
 SR0653
 SR0653  VERT ORDER  -  SECOND    CLASS 0
 SR0653
 SR0653.The horizontal coordinates were scaled from a topographic map and have
 SR0653.an estimated accuracy of +/- 6 seconds.
 SR0653
 SR0653.The orthometric height was determined by differential leveling
 SR0653.and adjusted by the National Geodetic Survey in June 1991..
 SR0653
 SR0653.The geoid height was determined by GEOID03.
 SR0653
 SR0653.The dynamic height is computed by dividing the NAVD 88
 SR0653.geopotential number by the normal gravity value computed on the
 SR0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0653.degrees latitude (g = 980.6199 gals.).
 SR0653
 SR0653.The modeled gravity was interpolated from observed gravity values.
 SR0653
 SR0653;                    North         East    Units  Estimated Accuracy
 SR0653;SPC MT       -   344,160.      565,830.      MT  (+/- 180 meters Scaled)
 SR0653
 SR0653                          SUPERSEDED SURVEY CONTROL
 SR0653
 SR0653  NGVD 29 (??/??/92) 1144.339  (m)         3754.39   (f) ADJ UNCH    2 0
 SR0653
 SR0653.Superseded values are not recommended for survey control.
 SR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0653.See file dsdata.txt to determine how the superseded data were derived.
 SR0653
 SR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT791441(NAD 83)
 SR0653_MARKER: DS = TRIANGULATION STATION DISK
 SR0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0653_STAMPING: D 9 L 1961
 SR0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0653+STABILITY: SURFACE MOTION
 SR0653
 SR0653  HISTORY     - Date     Condition        Report By
 SR0653  HISTORY     - 1961     MONUMENTED       CGS
 SR0653
 SR0653                          STATION DESCRIPTION
 SR0653
 SR0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0653'2.75 MI N FROM DENTON.
 SR0653'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0653'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0653'1.25 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTHEAST
 SR0653'ACROSS A FIELD, IN SECTION 4, T 18 N, R 14 E, 212 YARDS EAST-SOUTHEAST
 SR0653'OF THE SOUTHEAST CORNER OF A FENCE, ON THE CREST OF A SMALL HILL, 31.3
 SR0653'FEET WEST OF D 9 L R.M. 1, AND SET IN THE TOP OF A CONCRETE POST WHICH
 SR0653'IS ABOUT 15 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0654 ***********************************************************************
 SR0654  DESIGNATION -  D 9 L RM 1
 SR0654  PID         -  SR0654
 SR0654  STATE/COUNTY-  MT/FERGUS
 SR0654  USGS QUAD   -  DENTON (1979)
 SR0654
 SR0654                         *CURRENT SURVEY CONTROL
 SR0654  ___________________________________________________________________
 SR0654* NAD 83(1986)-  47 20 47.     (N)    109 57 08.     (W)     SCALED    
 SR0654* NAVD 88     -      1145.136  (meters)    3757.00   (feet)  ADJUSTED  
 SR0654  ___________________________________________________________________
 SR0654  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 SR0654  DYNAMIC HT  -        1145.056 (meters)    3756.74  (feet)  COMP
 SR0654  MODELED GRAV-     980,502.8   (mgal)                       NAVD 88
 SR0654
 SR0654  VERT ORDER  -  SECOND    CLASS 0
 SR0654
 SR0654.The horizontal coordinates were scaled from a topographic map and have
 SR0654.an estimated accuracy of +/- 6 seconds.
 SR0654
 SR0654.The orthometric height was determined by differential leveling
 SR0654.and adjusted by the National Geodetic Survey in June 1991..
 SR0654
 SR0654.The geoid height was determined by GEOID03.
 SR0654
 SR0654.The dynamic height is computed by dividing the NAVD 88
 SR0654.geopotential number by the normal gravity value computed on the
 SR0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0654.degrees latitude (g = 980.6199 gals.).
 SR0654
 SR0654.The modeled gravity was interpolated from observed gravity values.
 SR0654
 SR0654;                    North         East    Units  Estimated Accuracy
 SR0654;SPC MT       -   344,160.      565,850.      MT  (+/- 180 meters Scaled)
 SR0654
 SR0654                          SUPERSEDED SURVEY CONTROL
 SR0654
 SR0654  NGVD 29 (??/??/92) 1144.283  (m)         3754.20   (f) ADJ UNCH    2 0
 SR0654
 SR0654.Superseded values are not recommended for survey control.
 SR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0654.See file dsdata.txt to determine how the superseded data were derived.
 SR0654
 SR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT791441(NAD 83)
 SR0654_MARKER: DR = REFERENCE MARK DISK
 SR0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0654_STAMPING: D 9 L NO 1 1961
 SR0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0654+STABILITY: SURFACE MOTION
 SR0654
 SR0654  HISTORY     - Date     Condition        Report By
 SR0654  HISTORY     - 1961     MONUMENTED       CGS
 SR0654
 SR0654                          STATION DESCRIPTION
 SR0654
 SR0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0654'2.75 MI N FROM DENTON.
 SR0654'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0654'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0654'1.25 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTHEAST
 SR0654'ACROSS A FIELD, IN SECTION 4, T 18 N, R 14 E, ON THE CREST OF A HILL,
 SR0654'31.3 FEET EAST OF D 9 L 1961, AND SET IN THE TOP OF A CONCRETE POST
 SR0654'WHICH IS 15 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0655 ***********************************************************************
 SR0655  DESIGNATION -  D 9 L RM 2
 SR0655  PID         -  SR0655
 SR0655  STATE/COUNTY-  MT/FERGUS
 SR0655  USGS QUAD   -  DENTON (1979)
 SR0655
 SR0655                         *CURRENT SURVEY CONTROL
 SR0655  ___________________________________________________________________
 SR0655* NAD 83(1986)-  47 20 41.     (N)    109 57 29.     (W)     SCALED    
 SR0655* NAVD 88     -      1124.370  (meters)    3688.87   (feet)  ADJUSTED  
 SR0655  ___________________________________________________________________
 SR0655  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 SR0655  DYNAMIC HT  -        1124.290 (meters)    3688.61  (feet)  COMP
 SR0655  MODELED GRAV-     980,502.2   (mgal)                       NAVD 88
 SR0655
 SR0655  VERT ORDER  -  SECOND    CLASS 0
 SR0655
 SR0655.The horizontal coordinates were scaled from a topographic map and have
 SR0655.an estimated accuracy of +/- 6 seconds.
 SR0655
 SR0655.The orthometric height was determined by differential leveling
 SR0655.and adjusted by the National Geodetic Survey in June 1991..
 SR0655
 SR0655.The geoid height was determined by GEOID03.
 SR0655
 SR0655.The dynamic height is computed by dividing the NAVD 88
 SR0655.geopotential number by the normal gravity value computed on the
 SR0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0655.degrees latitude (g = 980.6199 gals.).
 SR0655
 SR0655.The modeled gravity was interpolated from observed gravity values.
 SR0655
 SR0655;                    North         East    Units  Estimated Accuracy
 SR0655;SPC MT       -   343,980.      565,410.      MT  (+/- 180 meters Scaled)
 SR0655
 SR0655                          SUPERSEDED SURVEY CONTROL
 SR0655
 SR0655  NGVD 29 (??/??/92) 1123.516  (m)         3686.07   (f) ADJ UNCH    2 0
 SR0655
 SR0655.Superseded values are not recommended for survey control.
 SR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0655.See file dsdata.txt to determine how the superseded data were derived.
 SR0655
 SR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT787439(NAD 83)
 SR0655_MARKER: DR = REFERENCE MARK DISK
 SR0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0655_STAMPING: D 9 L NO 2 1961
 SR0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0655+STABILITY: SURFACE MOTION
 SR0655
 SR0655  HISTORY     - Date     Condition        Report By
 SR0655  HISTORY     - 1961     MONUMENTED       CGS
 SR0655
 SR0655                          STATION DESCRIPTION
 SR0655
 SR0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0655'2.2 MI N FROM DENTON.
 SR0655'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0655'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE 1.0
 SR0655'MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 9, T 18 N, R 14 E, ABOUT
 SR0655'167 YARDS NORTHEAST OF AND ACROSS THE ROAD FROM A FARMHOUSE, 30 FEET
 SR0655'EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 33 FEET SOUTH OF THE
 SR0655'EXTENDED CENTER LINE OF A DIRT ROAD LEADING WEST, 7 1/2 FEET SOUTHEAST
 SR0655'OF A BRACED POWER POLE NUMBERED 875, 2.2 FEET EAST OF A METAL WITNESS
 SR0655'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 SR0655'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0003 ***********************************************************************
 TH0003  DESIGNATION -  D 90
 TH0003  PID         -  TH0003
 TH0003  STATE/COUNTY-  MT/SHERIDAN
 TH0003  USGS QUAD   -  RESERVE (1988)
 TH0003
 TH0003                         *CURRENT SURVEY CONTROL
 TH0003  ___________________________________________________________________
 TH0003* NAD 83(1986)-  48 35 09.     (N)    104 28 17.     (W)     SCALED    
 TH0003* NAVD 88     -       596.903  (meters)    1958.34   (feet)  POSTED    
 TH0003  ___________________________________________________________________
 TH0003  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TH0003  DYNAMIC HT  -         597.000 (meters)    1958.66  (feet)  COMP
 TH0003  MODELED GRAV-     980,758.2   (mgal)                       NAVD 88
 TH0003
 TH0003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TH0003
 TH0003.The horizontal coordinates were scaled from a topographic map and have
 TH0003.an estimated accuracy of +/- 6 seconds.
 TH0003
 TH0003.The orthometric height was determined by differential leveling
 TH0003.and adjusted by the National Geodetic Survey in 1992..
 TH0003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TH0003.rate of 0.0 thru 1.0 mm/km.
 TH0003
 TH0003.The geoid height was determined by GEOID03.
 TH0003
 TH0003.The dynamic height is computed by dividing the NAVD 88
 TH0003.geopotential number by the normal gravity value computed on the
 TH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0003.degrees latitude (g = 980.6199 gals.).
 TH0003
 TH0003.The modeled gravity was interpolated from observed gravity values.
 TH0003
 TH0003;                    North         East    Units  Estimated Accuracy
 TH0003;SPC MT       -   493,720.      970,650.      MT  (+/- 180 meters Scaled)
 TH0003
 TH0003                          SUPERSEDED SURVEY CONTROL
 TH0003
 TH0003  NGVD 29 (??/??/92)  596.395  (m)         1956.67   (f) ADJ UNCH    2 0
 TH0003
 TH0003.Superseded values are not recommended for survey control.
 TH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0003.See file dsdata.txt to determine how the superseded data were derived.
 TH0003
 TH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP389815(NAD 83)
 TH0003_MARKER: DB = BENCH MARK DISK
 TH0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0003_STAMPING: D 90 1934
 TH0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0003+STABILITY: SURFACE MOTION
 TH0003
 TH0003  HISTORY     - Date     Condition        Report By
 TH0003  HISTORY     - 1934     MONUMENTED       CGS
 TH0003
 TH0003                          STATION DESCRIPTION
 TH0003
 TH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0003'1.8 MI S FROM RESERVE.
 TH0003'1.8 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM RESERVE,
 TH0003'SHERIDAN COUNTY, 344 YARDS NORTH OF MILEPOST 38, 76 FEET SOUTHEAST OF
 TH0003'A GRAVEL-ROAD CROSSING, AND 41 FEET EAST OF THE CENTERLINE OF THE
 TH0003'TRACK.  A STANDARD DISK, STAMPED D 90 1934 AND SET IN THE TOP OF A
 TH0003'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0020 ***********************************************************************
 TJ0020  DESIGNATION -  D 92
 TJ0020  PID         -  TJ0020
 TJ0020  STATE/COUNTY-  MT/VALLEY
 TJ0020  USGS QUAD   -  GLENTANA EAST (1973)
 TJ0020
 TJ0020                         *CURRENT SURVEY CONTROL
 TJ0020  ___________________________________________________________________
 TJ0020* NAD 83(1986)-  48 49 51.     (N)    106 11 03.     (W)     SCALED    
 TJ0020* NAVD 88     -       889.110  (meters)    2917.02   (feet)  ADJUSTED  
 TJ0020  ___________________________________________________________________
 TJ0020  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TJ0020  DYNAMIC HT  -         889.221 (meters)    2917.39  (feet)  COMP
 TJ0020  MODELED GRAV-     980,705.1   (mgal)                       NAVD 88
 TJ0020
 TJ0020  VERT ORDER  -  SECOND    CLASS 0
 TJ0020
 TJ0020.The horizontal coordinates were scaled from a topographic map and have
 TJ0020.an estimated accuracy of +/- 6 seconds.
 TJ0020
 TJ0020.The orthometric height was determined by differential leveling
 TJ0020.and adjusted by the National Geodetic Survey in June 1991..
 TJ0020
 TJ0020.The geoid height was determined by GEOID03.
 TJ0020
 TJ0020.The dynamic height is computed by dividing the NAVD 88
 TJ0020.geopotential number by the normal gravity value computed on the
 TJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0020.degrees latitude (g = 980.6199 gals.).
 TJ0020
 TJ0020.The modeled gravity was interpolated from observed gravity values.
 TJ0020
 TJ0020;                    North         East    Units  Estimated Accuracy
 TJ0020;SPC MT       -   514,210.      843,350.      MT  (+/- 180 meters Scaled)
 TJ0020
 TJ0020                          SUPERSEDED SURVEY CONTROL
 TJ0020
 TJ0020  NGVD 29 (??/??/92)  888.455  (m)         2914.87   (f) ADJ UNCH    2 0
 TJ0020
 TJ0020.Superseded values are not recommended for survey control.
 TJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0020.See file dsdata.txt to determine how the superseded data were derived.
 TJ0020
 TJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ130093(NAD 83)
 TJ0020_MARKER: DB = BENCH MARK DISK
 TJ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0020_STAMPING: D 92 1934
 TJ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0020+STABILITY: SURFACE MOTION
 TJ0020
 TJ0020  HISTORY     - Date     Condition        Report By
 TJ0020  HISTORY     - 1934     MONUMENTED       CGS
 TJ0020
 TJ0020                          STATION DESCRIPTION
 TJ0020
 TJ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TJ0020'6.4 MI W FROM RICHLAND.
 TJ0020'6.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM RICHLAND, VALLEY
 TJ0020'COUNTY, AT MILEPOST 137, 204 YARDS WEST OF A PRIVATE ROAD CROSSING, 58
 TJ0020'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 8 FEET NORTH OF THE
 TJ0020'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 92 1934 AND SET IN THE
 TJ0020'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0277 ***********************************************************************
 TK0277  DESIGNATION -  D 93
 TK0277  PID         -  TK0277
 TK0277  STATE/COUNTY-  MT/HILL
 TK0277  USGS QUAD   -  LAREDO NE (1984)
 TK0277
 TK0277                         *CURRENT SURVEY CONTROL
 TK0277  ___________________________________________________________________
 TK0277* NAD 83(1986)-  48 29 22.     (N)    109 49 34.     (W)     SCALED    
 TK0277* NAVD 88     -       793.335  (meters)    2602.80   (feet)  POSTED    
 TK0277  ___________________________________________________________________
 TK0277  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TK0277  DYNAMIC HT  -         793.400 (meters)    2603.01  (feet)  COMP
 TK0277  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 TK0277
 TK0277  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0277
 TK0277.The horizontal coordinates were scaled from a topographic map and have
 TK0277.an estimated accuracy of +/- 6 seconds.
 TK0277
 TK0277.The orthometric height was determined by differential leveling
 TK0277.and adjusted by the National Geodetic Survey in 1992..
 TK0277.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0277.rate of 2.1 thru 3.0 mm/km.
 TK0277
 TK0277.The geoid height was determined by GEOID03.
 TK0277
 TK0277.The dynamic height is computed by dividing the NAVD 88
 TK0277.geopotential number by the normal gravity value computed on the
 TK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0277.degrees latitude (g = 980.6199 gals.).
 TK0277
 TK0277.The modeled gravity was interpolated from observed gravity values.
 TK0277
 TK0277;                    North         East    Units  Estimated Accuracy
 TK0277;SPC MT       -   471,150.      575,900.      MT  (+/- 180 meters Scaled)
 TK0277
 TK0277                          SUPERSEDED SURVEY CONTROL
 TK0277
 TK0277  NGVD 29 (??/??/92)  792.536  (m)         2600.18   (f) ADJ UNCH    2 0
 TK0277
 TK0277.Superseded values are not recommended for survey control.
 TK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0277.See file dsdata.txt to determine how the superseded data were derived.
 TK0277
 TK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU867713(NAD 83)
 TK0277_MARKER: DB = BENCH MARK DISK
 TK0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0277_STAMPING: D 93 1934
 TK0277_MARK LOGO: CGS   
 TK0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0277+STABILITY: SURFACE MOTION
 TK0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0277+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1996
 TK0277
 TK0277  HISTORY     - Date     Condition        Report By
 TK0277  HISTORY     - 1934     MONUMENTED       CGS
 TK0277  HISTORY     - 19960613 GOOD             MTDOT
 TK0277
 TK0277                          STATION DESCRIPTION
 TK0277
 TK0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0277'5.0 MI NE FROM LAREDO.
 TK0277'5 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM LAREDO,
 TK0277'OPPOSITE MILEPOST 6, 47 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 TK0277'3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 93
 TK0277'1934 AND SET IN THE TOP OF A CONCRETE POST.
 TK0277
 TK0277                          STATION RECOVERY (1996)
 TK0277
 TK0277'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0277'6.3 MI (10.1 KM) SOUTH ALONG U.S.  HIGHWAY 87 FROM THE JUNCTION OF
 TK0277'U.S.  HIGHWAYS 2 AND 87, ON THE WEST SIDE OF HAVRE, TO THE STATION ON
 TK0277'THE RIGHT, 87.0 FT (26.5 M) WEST OF THE CENTER OF THE HIGHWAY, 46.0 FT
 TK0277'(14.0 M) EAST OF THE CENTER OF THE RAILROAD TRACKS, 48.0 FT (14.6 M)
 TK0277'NORTHEAST OF RAILROAD MILEPOST 15, 3.0 FT (0.9 M) WEST OF A POWERLINE
 TK0277'AND 2.0 FT (0.6 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0019 ***********************************************************************
 SS0019  DESIGNATION -  D 94
 SS0019  PID         -  SS0019
 SS0019  STATE/COUNTY-  MT/CHOUTEAU
 SS0019  USGS QUAD   -  STRANAHAN (1953)
 SS0019
 SS0019                         *CURRENT SURVEY CONTROL
 SS0019  ___________________________________________________________________
 SS0019* NAD 83(1986)-  47 59 49.     (N)    110 19 18.     (W)     SCALED    
 SS0019* NAVD 88     -       778.444  (meters)    2553.95   (feet)  ADJUSTED  
 SS0019  ___________________________________________________________________
 SS0019  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 SS0019  DYNAMIC HT  -         778.464 (meters)    2554.01  (feet)  COMP
 SS0019  MODELED GRAV-     980,612.5   (mgal)                       NAVD 88
 SS0019
 SS0019  VERT ORDER  -  SECOND    CLASS 0
 SS0019
 SS0019.The horizontal coordinates were scaled from a topographic map and have
 SS0019.an estimated accuracy of +/- 6 seconds.
 SS0019
 SS0019.The orthometric height was determined by differential leveling
 SS0019.and adjusted by the National Geodetic Survey in June 1991..
 SS0019
 SS0019.The geoid height was determined by GEOID03.
 SS0019
 SS0019.The dynamic height is computed by dividing the NAVD 88
 SS0019.geopotential number by the normal gravity value computed on the
 SS0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0019.degrees latitude (g = 980.6199 gals.).
 SS0019
 SS0019.The modeled gravity was interpolated from observed gravity values.
 SS0019
 SS0019;                    North         East    Units  Estimated Accuracy
 SS0019;SPC MT       -   416,680.      538,710.      MT  (+/- 180 meters Scaled)
 SS0019
 SS0019                          SUPERSEDED SURVEY CONTROL
 SS0019
 SS0019  NGVD 29 (??/??/92)  777.599  (m)         2551.17   (f) ADJ UNCH    2 0
 SS0019
 SS0019.Superseded values are not recommended for survey control.
 SS0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0019.See file dsdata.txt to determine how the superseded data were derived.
 SS0019
 SS0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU506161(NAD 83)
 SS0019_MARKER: DB = BENCH MARK DISK
 SS0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0019_STAMPING: D 94 1934
 SS0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0019+STABILITY: SURFACE MOTION
 SS0019
 SS0019  HISTORY     - Date     Condition        Report By
 SS0019  HISTORY     - 1934     MONUMENTED       CGS
 SS0019
 SS0019                          STATION DESCRIPTION
 SS0019
 SS0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0019'5.4 MI NE FROM LIPPARD.
 SS0019'5.4 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM LIPPARD,
 SS0019'CHOUTEAU COUNTY, AT THE NORTH END OF THE SIDING AT SAYRE, OPPOSITE
 SS0019'MILEPOST 51, 88 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 7 FEET
 SS0019'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 94 1934
 SS0019'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0849 ***********************************************************************
 SR0849  DESIGNATION -  D 95
 SR0849  PID         -  SR0849
 SR0849  STATE/COUNTY-  MT/CHOUTEAU
 SR0849  USGS QUAD   -  PIGTAIL COULEE (1964)
 SR0849
 SR0849                         *CURRENT SURVEY CONTROL
 SR0849  ___________________________________________________________________
 SR0849* NAD 83(1986)-  47 45 49.     (N)    109 40 47.     (W)     SCALED    
 SR0849* NAVD 88     -       756.906  (meters)    2483.28   (feet)  ADJUSTED  
 SR0849  ___________________________________________________________________
 SR0849  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 SR0849  DYNAMIC HT  -         756.926 (meters)    2483.35  (feet)  COMP
 SR0849  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 SR0849
 SR0849  VERT ORDER  -  SECOND    CLASS 0
 SR0849
 SR0849.The horizontal coordinates were scaled from a topographic map and have
 SR0849.an estimated accuracy of +/- 6 seconds.
 SR0849
 SR0849.The orthometric height was determined by differential leveling
 SR0849.and adjusted by the National Geodetic Survey in June 1991..
 SR0849
 SR0849.The geoid height was determined by GEOID03.
 SR0849
 SR0849.The dynamic height is computed by dividing the NAVD 88
 SR0849.geopotential number by the normal gravity value computed on the
 SR0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0849.degrees latitude (g = 980.6199 gals.).
 SR0849
 SR0849.The modeled gravity was interpolated from observed gravity values.
 SR0849
 SR0849;                    North         East    Units  Estimated Accuracy
 SR0849;SPC MT       -   390,440.      586,530.      MT  (+/- 180 meters Scaled)
 SR0849
 SR0849                          SUPERSEDED SURVEY CONTROL
 SR0849
 SR0849  NGVD 29 (??/??/92)  756.089  (m)         2480.60   (f) ADJ UNCH    2 0
 SR0849
 SR0849.Superseded values are not recommended for survey control.
 SR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0849.See file dsdata.txt to determine how the superseded data were derived.
 SR0849
 SR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT989908(NAD 83)
 SR0849_MARKER: DB = BENCH MARK DISK
 SR0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0849_STAMPING: D 95 1934
 SR0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0849+STABILITY: SURFACE MOTION
 SR0849
 SR0849  HISTORY     - Date     Condition        Report By
 SR0849  HISTORY     - 1934     MONUMENTED       CGS
 SR0849
 SR0849                          STATION DESCRIPTION
 SR0849
 SR0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0849'3.9 MI NW FROM JUDITH.
 SR0849'IN CHOUTEAU COUNTY, 3.9 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM
 SR0849'JUDITH, FERGUS COUNTY, 23 YARDS NORTHWEST OF A WIRE GATE IN THE
 SR0849'RIGHT-OF-WAY FENCE, 44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SR0849'AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 SR0849'D 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0010 ***********************************************************************
 SS0010  DESIGNATION -  D 96 RESET
 SS0010  PID         -  SS0010
 SS0010  STATE/COUNTY-  MT/CHOUTEAU
 SS0010  USGS QUAD   -  GERALDINE NE (1972)
 SS0010
 SS0010                         *CURRENT SURVEY CONTROL
 SS0010  ___________________________________________________________________
 SS0010* NAD 83(1986)-  47 38 59.     (N)    110 19 00.     (W)     SCALED    
 SS0010* NAVD 88     -       963.73   (meters)    3161.8    (feet)  RESET     
 SS0010  ___________________________________________________________________
 SS0010  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SS0010
 SS0010  VERT ORDER  -  THIRD
 SS0010
 SS0010.The horizontal coordinates were scaled from a topographic map and have
 SS0010.an estimated accuracy of +/- 6 seconds.
 SS0010
 SS0010.The orthometric height was computed from unverified reset data.
 SS0010
 SS0010.The geoid height was determined by GEOID03.
 SS0010
 SS0010;                    North         East    Units  Estimated Accuracy
 SS0010;SPC MT       -   378,090.      538,680.      MT  (+/- 180 meters Scaled)
 SS0010
 SS0010                          SUPERSEDED SURVEY CONTROL
 SS0010
 SS0010.No superseded survey control is available for this station.
 SS0010
 SS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT513775(NAD 83)
 SS0010_MARKER: DB = BENCH MARK DISK
 SS0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0010_STAMPING: D 96 1934 RESET 1963
 SS0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0010+STABILITY: SURFACE MOTION
 SS0010
 SS0010  HISTORY     - Date     Condition        Report By
 SS0010  HISTORY     - 1963     MONUMENTED       CGS
 SS0010  HISTORY     - 1972     GOOD             USGS
 SS0010
 SS0010                          STATION DESCRIPTION
 SS0010
 SS0010'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SS0010'4.1 MI NW FROM GERALDINE.
 SS0010'ABOUT 4.1 MILES NORTHWEST ALONG STATE HIGHWAY FROM GERALDINE, CHOUTEAU
 SS0010'COUNTY, 936 FEET NORTHWEST OF R.O.W. FENCE AT DRIVE, 3 FEET NORTHEAST
 SS0010'OF R.O.W. FENCE, AND 68 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY. SET
 SS0010'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0131 ***********************************************************************
 TL0131  DESIGNATION -  D 97
 TL0131  PID         -  TL0131
 TL0131  STATE/COUNTY-  MT/CHOUTEAU
 TL0131  USGS QUAD   -  DORNER SCHOOL (1970)
 TL0131
 TL0131                         *CURRENT SURVEY CONTROL
 TL0131  ___________________________________________________________________
 TL0131* NAD 83(1986)-  48 04 05.     (N)    110 54 48.     (W)     SCALED    
 TL0131* NAVD 88     -       999.774  (meters)    3280.09   (feet)  ADJUSTED  
 TL0131  ___________________________________________________________________
 TL0131  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 TL0131  DYNAMIC HT  -         999.786 (meters)    3280.13  (feet)  COMP
 TL0131  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 TL0131
 TL0131  VERT ORDER  -  SECOND    CLASS 0
 TL0131
 TL0131.The horizontal coordinates were scaled from a topographic map and have
 TL0131.an estimated accuracy of +/- 6 seconds.
 TL0131
 TL0131.The orthometric height was determined by differential leveling
 TL0131.and adjusted by the National Geodetic Survey in June 1991..
 TL0131
 TL0131.The geoid height was determined by GEOID03.
 TL0131
 TL0131.The dynamic height is computed by dividing the NAVD 88
 TL0131.geopotential number by the normal gravity value computed on the
 TL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0131.degrees latitude (g = 980.6199 gals.).
 TL0131
 TL0131.The modeled gravity was interpolated from observed gravity values.
 TL0131
 TL0131;                    North         East    Units  Estimated Accuracy
 TL0131;SPC MT       -   425,210.      494,720.      MT  (+/- 180 meters Scaled)
 TL0131
 TL0131                          SUPERSEDED SURVEY CONTROL
 TL0131
 TL0131  NGVD 29 (??/??/92)  998.860  (m)         3277.09   (f) ADJ UNCH    2 0
 TL0131
 TL0131.Superseded values are not recommended for survey control.
 TL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0131.See file dsdata.txt to determine how the superseded data were derived.
 TL0131
 TL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU064238(NAD 83)
 TL0131_MARKER: DB = BENCH MARK DISK
 TL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0131_STAMPING: D 97 1934
 TL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0131+STABILITY: SURFACE MOTION
 TL0131
 TL0131  HISTORY     - Date     Condition        Report By
 TL0131  HISTORY     - 1934     MONUMENTED       CGS
 TL0131  HISTORY     - 1970     GOOD             USGS
 TL0131
 TL0131                          STATION DESCRIPTION
 TL0131
 TL0131'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 TL0131'22 MI NW FROM FORT BENTON.
 TL0131'FORT BENTON 23.0 MILES N-NW. ALONG STATE HIGHWAY 223 FROM THE POST
 TL0131'OFFICE, THENCE 1.2 MILES W. AND 1.5 MILES N. ALONG SECTION LINE ROAD,
 TL0131'ABOUT 3.0 MILES NORTHWEST OF BOB EVANS FARM HOUSE, T.27 N., R.7 E., AT
 TL0131'1/4 SEC. COR. BETWEEN SEC. 25 AND 26, 65 FT. W. OF CENTER OF ROAD AT A
 TL0131'FIELD LINE WEST.  A STANDARD DISK STAMPED D 97 1934 AND SET IN THE TOP
 TL0131'OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0570 ***********************************************************************
 SS0570  DESIGNATION -  D 98
 SS0570  PID         -  SS0570
 SS0570  STATE/COUNTY-  MT/CHOUTEAU
 SS0570  USGS QUAD   -  CARTER (1953)
 SS0570
 SS0570                         *CURRENT SURVEY CONTROL
 SS0570  ___________________________________________________________________
 SS0570* NAD 83(1986)-  47 47 01.     (N)    110 57 00.     (W)     SCALED    
 SS0570* NAVD 88     -       948.771  (meters)    3112.76   (feet)  ADJUSTED  
 SS0570  ___________________________________________________________________
 SS0570  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 SS0570  DYNAMIC HT  -         948.771 (meters)    3112.76  (feet)  COMP
 SS0570  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 SS0570
 SS0570  VERT ORDER  -  SECOND    CLASS 0
 SS0570
 SS0570.The horizontal coordinates were scaled from a topographic map and have
 SS0570.an estimated accuracy of +/- 6 seconds.
 SS0570
 SS0570.The orthometric height was determined by differential leveling
 SS0570.and adjusted by the National Geodetic Survey in June 1991..
 SS0570
 SS0570.The geoid height was determined by GEOID03.
 SS0570
 SS0570.The dynamic height is computed by dividing the NAVD 88
 SS0570.geopotential number by the normal gravity value computed on the
 SS0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0570.degrees latitude (g = 980.6199 gals.).
 SS0570
 SS0570.The modeled gravity was interpolated from observed gravity values.
 SS0570
 SS0570;                    North         East    Units  Estimated Accuracy
 SS0570;SPC MT       -   393,650.      491,400.      MT  (+/- 180 meters Scaled)
 SS0570
 SS0570                          SUPERSEDED SURVEY CONTROL
 SS0570
 SS0570  NGVD 29 (??/??/92)  947.890  (m)         3109.87   (f) ADJ UNCH    2 0
 SS0570
 SS0570.Superseded values are not recommended for survey control.
 SS0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0570.See file dsdata.txt to determine how the superseded data were derived.
 SS0570
 SS0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT037922(NAD 83)
 SS0570_MARKER: DB = BENCH MARK DISK
 SS0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0570_STAMPING: D 98 1934
 SS0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0570+STABILITY: SURFACE MOTION
 SS0570
 SS0570  HISTORY     - Date     Condition        Report By
 SS0570  HISTORY     - 1934     MONUMENTED       CGS
 SS0570  HISTORY     - 1961     GOOD             NGS
 SS0570
 SS0570                          STATION DESCRIPTION
 SS0570
 SS0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0570'0.3 MI NE FROM CARTER.
 SS0570'0.3 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0570'AT CARTER, 1 POLE NORTHEAST OF MILEPOST 90, 43 FEET NORTHWEST OF THE
 SS0570'NORTHWEST RAIL, 8 FEET NORTH-NORTHWEST OF THE 1ST POLE NORTHEAST OF
 SS0570'MILEPOLE, 5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 6 1/2 FEET EAST
 SS0570'OF THE WEST END OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 SS0570'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SS0570'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0713 ***********************************************************************
 PZ0713  DESIGNATION -  DAD ET
 PZ0713  PID         -  PZ0713
 PZ0713  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0713  USGS QUAD   -  GRAPHITE MOUNTAIN (1976)
 PZ0713
 PZ0713                         *CURRENT SURVEY CONTROL
 PZ0713  ___________________________________________________________________
 PZ0713* NAD 83(1992)-  44 44 55.44835(N)    112 59 57.12369(W)     ADJUSTED  
 PZ0713* NAVD 88     -      2957.8    (meters)    9704.     (feet)  VERTCON   
 PZ0713  ___________________________________________________________________
 PZ0713  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 PZ0713  GEOID HEIGHT-         -10.74  (meters)                     GEOID03
 PZ0713
 PZ0713  HORZ ORDER  -  THIRD
 PZ0713
 PZ0713.The horizontal coordinates were established by classical geodetic methods
 PZ0713.and adjusted by the National Geodetic Survey in July 1992..
 PZ0713
 PZ0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0713
 PZ0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0713
 PZ0713.The geoid height was determined by GEOID03.
 PZ0713
 PZ0713;                    North         East     Units Scale Factor Converg.
 PZ0713;SPC MT       -    61,629.106   322,943.709   MT  1.00016005   -2 33 34.8
 PZ0713;SPC MT       -   202,195.23  1,059,526.60   iFT  1.00016005   -2 33 34.8
 PZ0713;UTM  12      - 4,956,982.851   341,744.901   MT  0.99990798   -1 24 27.8
 PZ0713
 PZ0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0713!SPC MT       -   0.99953814  x   1.00016005  =   0.99969812
 PZ0713!UTM  12      -   0.99953814  x   0.99990798  =   0.99944617
 PZ0713
 PZ0713:                Primary Azimuth Mark                     Grid Az
 PZ0713:SPC MT       -  HORSE PRAIRIE RESET                      279 02 49.1
 PZ0713:UTM  12      -  HORSE PRAIRIE RESET                      277 53 42.1
 PZ0713
 PZ0713|---------------------------------------------------------------------|
 PZ0713| PID    Reference Object                     Distance      Geod. Az  |
 PZ0713|                                                           dddmmss.s |
 PZ0713| PZ0719 HORSE PRAIRIE RESET                 APPROX.11.0 KM 2762914.3 |
 PZ0713|---------------------------------------------------------------------|
 PZ0713
 PZ0713                          SUPERSEDED SURVEY CONTROL
 PZ0713
 PZ0713  NAD 83(1986)-  44 44 55.44814(N)    112 59 57.12286(W) AD(       ) 3
 PZ0713  NAD 27      -  44 44 55.68578(N)    112 59 54.10394(W) AD(       ) 3
 PZ0713  NGVD 29 (07/19/86) 2956.3    (m)         9699.     (f) VERT ANG       
 PZ0713
 PZ0713.Superseded values are not recommended for survey control.
 PZ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0713.See file dsdata.txt to determine how the superseded data were derived.
 PZ0713
 PZ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ4174556983(NAD 83)
 PZ0713_MARKER: DD = SURVEY DISK
 PZ0713_SETTING: 80 = SET IN A BOULDER
 PZ0713_SP_SET: PARTIALLY EXPOSED BOULDER
 PZ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0713+STABILITY: SURFACE MOTION
 PZ0713
 PZ0713  HISTORY     - Date     Condition        Report By
 PZ0713  HISTORY     - 1956     MONUMENTED       USGS
 PZ0713  HISTORY     - 1965     GOOD             USGS
 PZ0713
 PZ0713                          STATION DESCRIPTION
 PZ0713
 PZ0713'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0713'LOCATED ABOUT 20 MI. NE. OF LEADORE, IDAHO, 18 MI. SW. OF ARMSTEAD,
 PZ0713'MONTANA, AND 2 MI. E. OF THE JUNCTION OF DAD CREEK AND MEDICINE LODGE
 PZ0713'CREEK, ON A PROMINENT TOP KNOWN AS --ELLIS PK.--.
 PZ0713'
 PZ0713'TO REACH FROM LEADORE, IDAHO, DRIVE NE. ON STATE HIGHWAY 29 (ARMSTEAD
 PZ0713'ROAD) FOR 38.0 MI. TO SIGN --MEDICINE LODGE CREEK-- (THIS RD. JUNCTION
 PZ0713'IS ABOUT 8 MI. W. OF ARMSTEAD, MONTANA), TURN S. ON MEDICINE LODGE
 PZ0713'CREEK ROAD FOR 19.0 MI. TO RD. LEFT, UPHILL, CONTINUE TO MINING
 PZ0713'OPERATION ON SIDEHILL, THENCE UP RIDGE ON DIM TRACK RD. TO FIRST TOP,
 PZ0713'CONTINUE N. THROUGH SADDLE TO SECOND TOP AND STATION.  DISTANCE FROM
 PZ0713'MEDICINE LODGE CREEK TO STATION 3.1 MI. BY RD.
 PZ0713'
 PZ0713'STATION MARK--STANDARD TABLET STAMPED---DAD 1956---, CEMENTED IN
 PZ0713'DRILL HOLE IN LARGE, EMBEDDED BOULDER.
 PZ0713'
 PZ0713'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0713'1956---, CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 28.65 FT. FROM
 PZ0713'STATION MARK, S 55 DEG 52 MIN W.
 PZ0713'
 PZ0713'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0713'1956---, CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 30.39 FT. FROM
 PZ0713'STATION MARK, N 43 DEG 21 MIN W.
 PZ0713
 PZ0713                          STATION RECOVERY (1965)
 PZ0713
 PZ0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PZ0713'STATION MARK--STANDARD TABLET STAMPED---DAD 1956 ET 1965---, CEMENTED
 PZ0713'IN DRILL HOLE IN LARGE, EMBEDDED BOULDER.
 PZ0713'
 PZ0713'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0713'1956---, CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 28.65 FT. FROM
 PZ0713'STATION MARK 55 DEGREES 52 MINUTES NE (1956 VALUES).
 PZ0713'
 PZ0713'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0713'1956---, CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 30.39 FT. FROM
 PZ0713'STATION MARK 43 DEGREES 21 MINUTES SE (1956 VALUES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0764 ***********************************************************************
 TH0764  DESIGNATION -  DAHL
 TH0764  PID         -  TH0764
 TH0764  STATE/COUNTY-  MT/SHERIDAN
 TH0764  USGS QUAD   -  
 TH0764
 TH0764                         *CURRENT SURVEY CONTROL
 TH0764  ___________________________________________________________________
 TH0764* NAD 83(1992)-  49 00 36.92100(N)    104 12 56.59432(W)     ADJUSTED  
 TH0764* NAVD 88     -       726.     (meters)    2382.     (feet)  SCALED    
 TH0764  ___________________________________________________________________
 TH0764  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 TH0764  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 TH0764
 TH0764  HORZ ORDER  -  THIRD
 TH0764
 TH0764.The horizontal coordinates were established by classical geodetic methods
 TH0764.and adjusted by the National Geodetic Survey in July 1992..
 TH0764
 TH0764.The orthometric height was scaled from a topographic map.
 TH0764
 TH0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0764
 TH0764.The geoid height was determined by GEOID03.
 TH0764
 TH0764;                    North         East     Units Scale Factor Converg.
 TH0764;SPC MT       -   542,043.625   986,290.057   MT  1.00000633   +3 51 55.7
 TH0764;SPC MT       - 1,778,358.35  3,235,859.77   iFT  1.00000633   +3 51 55.7
 TH0764;UTM  13      - 5,428,892.172   557,352.146   MT  0.99964041   +0 35 31.2
 TH0764
 TH0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0764!SPC MT       -   0.99988916  x   1.00000633  =   0.99989549
 TH0764!UTM  13      -   0.99988916  x   0.99964041  =   0.99952961
 TH0764
 TH0764:                Primary Azimuth Mark                     Grid Az
 TH0764:SPC MT       -  BOUNDARY MON 579 CD US                   105 25 46.6
 TH0764:UTM  13      -  BOUNDARY MON 579 CD US                   108 42 11.1
 TH0764
 TH0764|---------------------------------------------------------------------|
 TH0764| PID    Reference Object                     Distance      Geod. Az  |
 TH0764|                                                           dddmmss.s |
 TH0764| TH0864 BOUNDARY MON 579 CD US              APPROX. 3.5 KM 1091742.3 |
 TH0764|---------------------------------------------------------------------|
 TH0764
 TH0764                          SUPERSEDED SURVEY CONTROL
 TH0764
 TH0764  NAD 83(1986)-  49 00 36.92101(N)    104 12 56.59479(W) AD(       ) 3
 TH0764
 TH0764.Superseded values are not recommended for survey control.
 TH0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0764.See file dsdata.txt to determine how the superseded data were derived.
 TH0764
 TH0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ5735228892(NAD 83)
 TH0764_MARKER: DD = SURVEY DISK
 TH0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0764_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0764+STABILITY: SURFACE MOTION
 TH0764
 TH0764  HISTORY     - Date     Condition        Report By
 TH0764  HISTORY     - 1911     MONUMENTED       IBC
 TH0764
 TH0764                          STATION DESCRIPTION
 TH0764
 TH0764'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0764'ABOUT THREE - FOURTHS MILE N 25 DEGREES E OF INTERNATIONAL BOUNDARY
 TH0764'MONUMENT 577, IN NE 1/4 SECTION 4, TOWNSHIP 1, RANGE 17 W, SECOND
 TH0764'MERIDIAN.  THE STATION IS ON A TABLELAND, A SHORT DISTANCE FROM ITS
 TH0764'EAST EDGE.
 TH0764'
 TH0764'STATION MARK--A BRONZE DISK SET IN A CONCRETE BLOCK WITH A SMALL
 TH0764'CAIRN BUILT OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0943 ***********************************************************************
 RX0943  DESIGNATION -  DALTON
 RX0943  PID         -  RX0943
 RX0943  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0943  USGS QUAD   -  FINN (1968)
 RX0943
 RX0943                         *CURRENT SURVEY CONTROL
 RX0943  ___________________________________________________________________
 RX0943* NAD 83(1992)-  46 50 50.04349(N)    112 42 58.75438(W)     ADJUSTED  
 RX0943* NAVD 88     -      2063.9    (meters)    6771.     (feet)  VERTCON   
 RX0943  ___________________________________________________________________
 RX0943  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 RX0943  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 RX0943
 RX0943  HORZ ORDER  -  FIRST
 RX0943
 RX0943.The horizontal coordinates were established by classical geodetic methods
 RX0943.and adjusted by the National Geodetic Survey in July 1992..
 RX0943
 RX0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0943
 RX0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0943
 RX0943.The geoid height was determined by GEOID03.
 RX0943
 RX0943;                    North         East     Units Scale Factor Converg.
 RX0943;SPC MT       -   293,637.847   354,900.034   MT  0.99939678   -2 21 09.9
 RX0943;SPC MT       -   963,378.76  1,164,370.19   iFT  0.99939678   -2 21 09.9
 RX0943;UTM  12      - 5,189,618.061   369,145.519   MT  0.99981046   -1 15 08.2
 RX0943
 RX0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0943!SPC MT       -   0.99967861  x   0.99939678  =   0.99907559
 RX0943!UTM  12      -   0.99967861  x   0.99981046  =   0.99948913
 RX0943
 RX0943:                Primary Azimuth Mark                     Grid Az
 RX0943:SPC MT       -  STONEWALL LOOKOUT TOWER                  004 57 50.7
 RX0943:UTM  12      -  STONEWALL LOOKOUT TOWER                  003 51 49.0
 RX0943
 RX0943|---------------------------------------------------------------------|
 RX0943| PID    Reference Object                     Distance      Geod. Az  |
 RX0943|                                                           dddmmss.s |
 RX0943| ST0520 STONEWALL LOOKOUT TOWER             APPROX.21.9 KM 0023640.8 |
 RX0943| ST0516 CARIBOU LOOKOUT TOWER               APPROX.39.4 KM 0155332.0 |
 RX0943| CN3381 DALTON RM 1                           5.782 METERS 16339     |
 RX0943| CN3382 DALTON RM 2                          10.040 METERS 27045     |
 RX0943| ST0579 EAST SPREAD LOOKOUT TOWER           APPROX.43.3 KM 3233841.1 |
 RX0943|---------------------------------------------------------------------|
 RX0943
 RX0943                          SUPERSEDED SURVEY CONTROL
 RX0943
 RX0943  NAD 83(1986)-  46 50 50.04861(N)    112 42 58.74373(W) AD(       ) 1
 RX0943  NAD 27      -  46 50 50.26730(N)    112 42 55.59740(W) AD(       ) 1
 RX0943  NGVD 29 (07/19/86) 2062.7    (m)         6767.     (f) VERT ANG       
 RX0943
 RX0943.Superseded values are not recommended for survey control.
 RX0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0943.See file dsdata.txt to determine how the superseded data were derived.
 RX0943
 RX0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6914689618(NAD 83)
 RX0943_MARKER: Z = SEE DESCRIPTION
 RX0943_SETTING: 0 = UNSPECIFIED SETTING
 RX0943
 RX0943  HISTORY     - Date     Condition        Report By
 RX0943  HISTORY     - 1956     MONUMENTED       CGS
 RX0943  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RX0943
 RX0943                          STATION DESCRIPTION
 RX0943
 RX0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0943'THE STATION IS LOCATED ON THE SUMMIT OF DALTON MOUNTAIN AND
 RX0943'LIES ABOUT 8 MILES SOUTH OF LINCOLN AND DIRECTLY UNDER THE
 RX0943'CENTER OF THE DALTON LOOKOUT TOWER.
 RX0943'
 RX0943'TO REACH FROM THE POST OFFICE AT HELMVILLE.  GO EAST, ON
 RX0943'THE GRADED ROAD, FOR 1.7 MILES.  CONTINUE STRAIGHT AHEAD,
 RX0943'TOWARD AVON, FOR 12.2 MILES.  TURN LEFT, AS PER THE SIGN
 RX0943'READING DALTON LOOKOUT, AND GO NORTHERLY FOR 6.7 MILES.  TURN
 RX0943'RIGHT AND GO EAST AND NORTH FOR 1.0 MILE TO THE SUMMIT OF THE
 RX0943'MOUNTAIN AND THE STATION.
 RX0943'
 RX0943'THE STATION IS A U.S. FOREST SERVICE DISK, STAMPED DALTON
 RX0943'1939, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS 4
 RX0943'INCHES.
 RX0943'
 RX0943'REFERENCE MARK 1 IS ON THE CREST OF THE RIDGE AND IS LOCATED
 RX0943'2 FEET LOWER THAN THE STATION.  IT IS FLUSH WITH THE SURFACE
 RX0943'OF THE GROUND, AND THE DISK IS STAMPED DALTON USFS NO 1 1956.
 RX0943'
 RX0943'REFERENCE MARK 2 IS ON THE WEST SLOPE OF THE HILL AND IS ABOUT
 RX0943'5 FEET LOWER THAN THE STATION.  IT PROJECTS 6 INCHES, AND
 RX0943'THE DISK IS STAMPED DALTON USFS NO 2 1956.
 RX0943'
 RX0943'THE DALTON LOOKOUT TOWER IS A FOUR LEGGED WOODEN STRUCTURE WHICH
 RX0943'IS 20 FEET WIDE AT THE BASE AND 40 FEET IN HEIGHT.
 RX0943'
 RX0943'THERE WAS NO AVAILABLE SITE FOR THE ESTABLISHMENT OF AN
 RX0943'AZIMUTH MARK.
 RX0943
 RX0943                          STATION RECOVERY (1960)
 RX0943
 RX0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 RX0943'STATION WAS VISITED BY A LIGHTKEEPER.  THE ROUTE TO REACH
 RX0943'THE STATION IS ADEQUATE AND ALL MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0499 ***********************************************************************
 SQ0499  DESIGNATION -  DAM
 SQ0499  PID         -  SQ0499
 SQ0499  STATE/COUNTY-  MT/VALLEY
 SQ0499  USGS QUAD   -  SKUNK COULEE (1978)
 SQ0499
 SQ0499                         *CURRENT SURVEY CONTROL
 SQ0499  ___________________________________________________________________
 SQ0499* NAD 83(1992)-  47 59 52.73405(N)    106 30 25.64982(W)     ADJUSTED  
 SQ0499* NAVD 88     -       726.     (meters)    2382.     (feet)  SCALED    
 SQ0499  ___________________________________________________________________
 SQ0499  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 SQ0499  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 SQ0499
 SQ0499  HORZ ORDER  -  SECOND
 SQ0499
 SQ0499.The horizontal coordinates were established by classical geodetic methods
 SQ0499.and adjusted by the National Geodetic Survey in July 1992..
 SQ0499
 SQ0499.The orthometric height was scaled from a topographic map.
 SQ0499
 SQ0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0499
 SQ0499.The geoid height was determined by GEOID03.
 SQ0499
 SQ0499;                    North         East     Units Scale Factor Converg.
 SQ0499;SPC MT       -   420,736.334   823,196.209   MT  0.99954091   +2 11 21.5
 SQ0499;SPC MT       - 1,380,368.55  2,700,774.96   iFT  0.99954091   +2 11 21.5
 SQ0499;UTM  13      - 5,317,174.846   387,572.209   MT  0.99975532   -1 07 12.3
 SQ0499
 SQ0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0499!SPC MT       -   0.99988891  x   0.99954091  =   0.99942987
 SQ0499!UTM  13      -   0.99988891  x   0.99975532  =   0.99964426
 SQ0499
 SQ0499                          SUPERSEDED SURVEY CONTROL
 SQ0499
 SQ0499  NAD 83(1986)-  47 59 52.73207(N)    106 30 25.64027(W) AD(       ) 2
 SQ0499  NAD 27      -  47 59 52.66800(N)    106 30 23.49400(W) AD(       ) 2
 SQ0499
 SQ0499.Superseded values are not recommended for survey control.
 SQ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0499.See file dsdata.txt to determine how the superseded data were derived.
 SQ0499
 SQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP8757217175(NAD 83)
 SQ0499_MARKER: Z = SEE DESCRIPTION
 SQ0499_SETTING: 0 = UNSPECIFIED SETTING
 SQ0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0499
 SQ0499  HISTORY     - Date     Condition        Report By
 SQ0499  HISTORY     - 1934     MONUMENTED       USE
 SQ0499
 SQ0499                          STATION DESCRIPTION
 SQ0499
 SQ0499'DESCRIBED BY US ENGINEERS 1934
 SQ0499'THE STATION IS 12 MILES, AIRLINE, SOUTHWEST OF NASHUA AND 3-1/2
 SQ0499'MILES, AIRLINE, WEST OF THE FORT PECK DAM.  IT IS LOCATED IN
 SQ0499'SEC. 24, T. 26 N., R. 40 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0456 ***********************************************************************
 RT0456  CBN         -  This is a Cooperative Base Network Control Station.
 RT0456  DESIGNATION -  DAMON
 RT0456  PID         -  RT0456
 RT0456  STATE/COUNTY-  MT/WIBAUX
 RT0456  USGS QUAD   -  BEACH WEST (1982)
 RT0456
 RT0456                         *CURRENT SURVEY CONTROL
 RT0456  ___________________________________________________________________
 RT0456* NAD 83(1999)-  46 54 28.45720(N)    104 02 45.59764(W)     ADJUSTED  
 RT0456* NAVD 88     -       873.0    (meters)    2864.     (feet)  GPS OBS   
 RT0456  ___________________________________________________________________
 RT0456  X           -  -1,059,572.383 (meters)                     COMP
 RT0456  Y           -  -4,235,224.553 (meters)                     COMP
 RT0456  Z           -   4,635,402.278 (meters)                     COMP
 RT0456  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 RT0456  ELLIP HEIGHT-         857.17  (meters)          (04/16/01) GPS OBS
 RT0456  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RT0456
 RT0456  HORZ ORDER  -  B
 RT0456  ELLP ORDER  -  FOURTH    CLASS II
 RT0456
 RT0456.The horizontal coordinates were established by GPS observations
 RT0456.and adjusted by the National Geodetic Survey in April 2001..
 RT0456.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RT0456.DATUM ITEM on the data sheet items page.
 RT0456
 RT0456.The orthometric height was determined by GPS observations and a
 RT0456.high-resolution geoid model.
 RT0456
 RT0456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RT0456
 RT0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0456
 RT0456.The ellipsoidal height was determined by GPS observations
 RT0456.and is referenced to NAD 83.
 RT0456
 RT0456.The geoid height was determined by GEOID03.
 RT0456
 RT0456;                    North         East     Units Scale Factor Converg.
 RT0456;SPC MT       -   309,797.619 1,014,934.510   MT  0.99939430   +3 59 22.6
 RT0456;SPC MT       - 1,016,396.39  3,329,837.63   iFT  0.99939430   +3 59 22.6
 RT0456;SPC ND S     -   144,068.456   329,951.260   MT  0.99993667   -2 35 11.0
 RT0456;SPC ND S     -   472,665.54  1,082,517.26   iFT  0.99993667   -2 35 11.0
 RT0456;UTM  13      - 5,195,371.701   572,652.762   MT  0.99966487   +0 41 48.1
 RT0456
 RT0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0456!SPC MT       -   0.99986566  x   0.99939430  =   0.99926004
 RT0456!SPC ND S     -   0.99986566  x   0.99993667  =   0.99980233
 RT0456!UTM  13      -   0.99986566  x   0.99966487  =   0.99953057
 RT0456
 RT0456|---------------------------------------------------------------------|
 RT0456| PID    Reference Object                     Distance      Geod. Az  |
 RT0456|                                                           dddmmss.s |
 RT0456| CQ8205 DAMON RM 1                           20.990 METERS 09313     |
 RT0456| CQ8206 DAMON RM 2                           14.175 METERS 17931     |
 RT0456| CQ8207 DAMON RM 3 AZIMUTH                                 3493540.5 |
 RT0456|---------------------------------------------------------------------|
 RT0456
 RT0456                          SUPERSEDED SURVEY CONTROL
 RT0456
 RT0456  NAD 83(1992)-  46 54 28.45623(N)    104 02 45.59666(W) AD(       ) B
 RT0456  ELLIP H (05/15/92)  857.29   (m)                       GP(       ) 4 2
 RT0456  NAD 83(1986)-  46 54 28.44967(N)    104 02 45.58610(W) AD(       ) 1
 RT0456  NAD 27      -  46 54 28.40300(N)    104 02 43.83700(W) AD(       ) 1
 RT0456  NGVD 29 (06/11/92)  872.3    (m)         2862.     (f) GPS OBS        
 RT0456
 RT0456.Superseded values are not recommended for survey control.
 RT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0456.See file dsdata.txt to determine how the superseded data were derived.
 RT0456
 RT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM7265395372(NAD 83)
 RT0456_MARKER: DS = TRIANGULATION STATION DISK
 RT0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0456_SP_SET: CONCRETE POST
 RT0456_STAMPING: DAMON 1934
 RT0456_MARK LOGO: CGS   
 RT0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 RT0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0456+STABILITY: SURFACE MOTION
 RT0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RT0456+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 RT0456
 RT0456  HISTORY     - Date     Condition        Report By
 RT0456  HISTORY     - 1934     MONUMENTED       CGS
 RT0456  HISTORY     - 1934     GOOD             CGS
 RT0456  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RT0456  HISTORY     - 19911029 GOOD             NGS
 RT0456  HISTORY     - 19921011 GOOD             NGS
 RT0456  HISTORY     - 19960820 GOOD             NGS
 RT0456
 RT0456                          STATION DESCRIPTION
 RT0456
 RT0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0456'STATION IS LOCATED ON THE GEORGE MICHAEL RANCH, JUST WEST
 RT0456'OF THE EASTERN MONTANA STATE LINE AND 0.7 MILE SOUTH OF U.S.
 RT0456'HIGHWAY 10 AND 10 PACES FROM THE STATE LINE.
 RT0456'
 RT0456'REACHED FROM WIBAUX, MONTANA, BY GOING EAST FROM WIBAUX TO
 RT0456'THE MONTANA-NORTH DAKOTA STATE LINE, FROM HERE TURN RIGHT
 RT0456'FOLLOWING A WIDE LANE (AND THE STATE LINE) SOUTH FOR 0.7
 RT0456'MILE, THE STATION IS JUST INSIDE THE FENCE ON THE MONTANA
 RT0456'SIDE OF THE ROAD ABOUT 2 PACES FROM THE FENCE LINE.
 RT0456'
 RT0456'TO REACH FROM BEACH, NORTH DAKOTA GO WEST TO THE STATE LINE
 RT0456'AND FOLLOW THE ABOVE DESCRIPTION.
 RT0456'
 RT0456'AZIMUTH MARK IS LOCATED ON U.S. HIGHWAY 10 ABOUT 100 YARDS
 RT0456'EAST OF THE GEORGE MICHAEL RANCH HOUSE IN THE CULVERT HEAD
 RT0456'ON THE SOUTH SIDE OF THE HIGHWAY AND ABOUT 200 YARDS EAST OF THE
 RT0456'STATE LINE.
 RT0456'
 RT0456'THE STATE LINE IS IN THE EXACT CENTER OF THE ABOVE-MENTIONED LANE.
 RT0456'
 RT0456'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 RT0456'STANDARD BRONZE DISKS SET IN CONCRETE POSTS.
 RT0456'AND 13.
 RT0456
 RT0456                          STATION RECOVERY (1934)
 RT0456
 RT0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RT0456'RECOVERED IN GOOD CONDITION.
 RT0456
 RT0456                          STATION RECOVERY (1967)
 RT0456
 RT0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 RT0456'A THOROUGH SEARCH WAS MADE FOR STATION, REFERENCE MARKS,
 RT0456'AND AZIMUTH MARKS, BUT WERE NOT FOUND.  THEY ARE BELIEVED
 RT0456'TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION IN THE IMMEDIATE
 RT0456'AREA.
 RT0456
 RT0456                          STATION RECOVERY (1991)
 RT0456
 RT0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RT0456'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) WEST OF BEACH ND, ON A
 RT0456'SMALL KNOLL AND 11 M (36.1 FT) WEST OF THE STATE LINE, JUST INSIDE
 RT0456'MONTANA.
 RT0456'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 RT0456'NORTH DAKOTA STATE HIGHWAY 16 (EXIT 1), ON THE NORTH SIDE OF BEACH,
 RT0456'GO SOUTH ON HIGHWAY 16 (1ST AVE N) FOR 1.36 KM (0.85 MI) TO A PAVED
 RT0456'CROSSROAD.  TURN RIGHT AND GO WEST ON 4TH STREET NW FOR 0.88 KM
 RT0456'(0.55 MI) TO A FORK WITH A GRAVEL ROAD.  TAKE THE LEFT FORK AND
 RT0456'CONTINUE WEST ON THE GRAVEL ROAD FOR 0.16 KM (0.10 MI) TO A RAILROAD
 RT0456'CROSSING.  CONTINUE WEST ON THE GRAVEL ROAD FOR 1.85 KM (1.15 MI) TO
 RT0456'A WIDE LANE, IN THE MIDDLE OF A LONG S CURVE.  TURN LEFT ON THE
 RT0456'TRACK ROAD AND GO SOUTH FOR 1.20 KM (0.75 MI) PARALLELING TWO FENCE
 RT0456'ROWS, TO THE TOP OF THE SECOND KNOLL AND THE STATION ON THE RIGHT.
 RT0456'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 RT0456'WITH THE GROUND.  LOCATED 10.97 M (35.99 FT) WEST OF THE CENTER OF
 RT0456'THE TRACK ROAD, 1.86 M (6.10 FT) NORTHWEST OF A WITNESS POST, 1.04 M
 RT0456'(3.41 FT) WEST OF THE FENCE AND 0.67 M (2.20 FT) EAST OF THE EDGE OF
 RT0456'A CULTIVATED FIELD.
 RT0456
 RT0456                          STATION RECOVERY (1992)
 RT0456
 RT0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RT0456'RECOVERED IN GOOD CONDITION.
 RT0456
 RT0456                          STATION RECOVERY (1996)
 RT0456
 RT0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RT0456'RECOVERED AS DESCRIBED WITH FOLLOWING CHANGES.  1ST AVE N IS 1ST AVE
 RT0456'NW.  ADD 15.9 M (52.2 FT) WEST OF NEW TRACK ROAD.  OWNERSHIP -- FRANK
 RT0456'C. MICHELS, HC1 BOX 66, BEACH, ND 58621-9630.  PHONE 406-795-8138.
 RT0456'CALL JOE MICHELS ONE DAY IN ADVANCE TO LET HIM KNOW YOU ARE VISITING
 RT0456'THIS STATION.  SAME PHONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0575 ***********************************************************************
 ST0575  DESIGNATION -  DANAHER
 ST0575  PID         -  ST0575
 ST0575  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0575  USGS QUAD   -  DANAHER MOUNTAIN (1994)
 ST0575
 ST0575                         *CURRENT SURVEY CONTROL
 ST0575  ___________________________________________________________________
 ST0575* NAD 83(1992)-  47 16 02.21579(N)    113 02 45.48478(W)     ADJUSTED  
 ST0575* NAVD 88     -      2458.5    (meters)    8066.     (feet)  VERTCON   
 ST0575  ___________________________________________________________________
 ST0575  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 ST0575  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 ST0575
 ST0575  HORZ ORDER  -  FIRST
 ST0575
 ST0575.The horizontal coordinates were established by classical geodetic methods
 ST0575.and adjusted by the National Geodetic Survey in July 1992..
 ST0575
 ST0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0575
 ST0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0575
 ST0575.The geoid height was determined by GEOID03.
 ST0575
 ST0575;                    North         East     Units Scale Factor Converg.
 ST0575;SPC MT       -   341,343.701   331,907.687   MT  0.99940249   -2 35 38.0
 ST0575;SPC MT       - 1,119,894.03  1,088,935.98   iFT  0.99940249   -2 35 38.0
 ST0575;UTM  12      - 5,236,897.009   345,234.062   MT  0.99989437   -1 30 11.2
 ST0575
 ST0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0575!SPC MT       -   0.99961681  x   0.99940249  =   0.99901953
 ST0575!UTM  12      -   0.99961681  x   0.99989437  =   0.99951122
 ST0575
 ST0575:                Primary Azimuth Mark                     Grid Az
 ST0575:SPC MT       -  DANAHER AZ MK                            125 55 54.8
 ST0575:UTM  12      -  DANAHER AZ MK                            124 50 28.0
 ST0575
 ST0575|---------------------------------------------------------------------|
 ST0575| PID    Reference Object                     Distance      Geod. Az  |
 ST0575|                                                           dddmmss.s |
 ST0575| CN3383 DANAHER AZ MK                                      1232016.8 |
 ST0575| CN3384 DANAHER RM 1                          8.302 METERS 20756     |
 ST0575| CN3385 DANAHER RM 2                          6.335 METERS 26155     |
 ST0575|---------------------------------------------------------------------|
 ST0575
 ST0575                          SUPERSEDED SURVEY CONTROL
 ST0575
 ST0575  NAD 83(1986)-  47 16 02.22263(N)    113 02 45.47053(W) AD(       ) 1
 ST0575  NAD 27      -  47 16 02.43140(N)    113 02 42.27960(W) AD(       ) 1
 ST0575  NGVD 29 (07/19/86) 2457.2    (m)         8062.     (f) VERT ANG       
 ST0575
 ST0575.Superseded values are not recommended for survey control.
 ST0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0575.See file dsdata.txt to determine how the superseded data were derived.
 ST0575
 ST0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT4523436897(NAD 83)
 ST0575_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0575_SETTING: 66 = SET IN ROCK OUTCROP
 ST0575
 ST0575  HISTORY     - Date     Condition        Report By
 ST0575  HISTORY     - 1960     MONUMENTED       CGS
 ST0575
 ST0575                          STATION DESCRIPTION
 ST0575
 ST0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0575'STATION IS ON THE SOUTH END AND HIGHEST POINT OF DANAHER MOUNTAIN,
 ST0575'A SHEER BLUFF TO THE WEST AND SOUTH, SLOPING AND GRASSY TO
 ST0575'THE EAST, A FEW SMALL TREES ON THE NORTHEAST END, THERE ARE HIGHER
 ST0575'MOUNTAINS TO THE WEST AND SOUTH, THE TOP OF THE HILL IS BARE
 ST0575'WITH AN ELEVATION OF 8030 FEET.  IT IS ABOUT 6-1/2 MILES
 ST0575'NORTH OF POWELL COUNTY LINE AND 5-1/2 MILES SOUTH-SOUTHWEST
 ST0575'OF THE DANAHER GUARD STATION, IN SECTION 31, T 18 N, R 11 W.
 ST0575'
 ST0575'THE STATION WAS REACHED BY HELICOPTER, A LANDING WAS MADE
 ST0575'NEAR THE STATION.
 ST0575'
 ST0575'STATION MARK IS A STANDARD DISK, STAMPED DANAHER 1960, CEMENTED
 ST0575'IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP FLUSH WITH THE
 ST0575'GROUND.  IT IS 23 FEET EAST OF THE EDGE OF THE BLUFF.
 ST0575'
 ST0575'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DANAHER NO 1 1960,
 ST0575'CEMENTED IN A DRILL HOLE IN A 8 X 12 INCH ROCK OUTCROP FLUSH
 ST0575'WITH THE GROUND.  IT IS 2 FEET EAST OF THE EDGE OF THE BLUFF AND
 ST0575'ABOUT 2 FEET LOWER THAN THE STATION.
 ST0575'
 ST0575'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DANAHER NO 2 1960,
 ST0575'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP.  IT IS
 ST0575'3 FEET EAST OF THE EDGE OF THE BLUFF AND ABOUT 2 FEET LOWER
 ST0575'THAN THE STATION.
 ST0575'
 ST0575'AZIMUTH MARK IS A STANDARD DISK, STAMPED DANAHER 1960, CEMENTED
 ST0575'IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP FLUSH WITH THE
 ST0575'GROUND.  IT IS 69 FEET WEST OF THE HIGHEST POINT OF THE HILL
 ST0575'AND 3 FEET WEST OF A 2 FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0657 ***********************************************************************
 TH0657  DESIGNATION -  DANIELS
 TH0657  PID         -  TH0657
 TH0657  STATE/COUNTY-  MT/DANIELS
 TH0657  USGS QUAD   -  PLEASANT PRAIRIE (1973)
 TH0657
 TH0657                         *CURRENT SURVEY CONTROL
 TH0657  ___________________________________________________________________
 TH0657* NAD 83(1992)-  48 35 39.46921(N)    105 01 01.83923(W)     ADJUSTED  
 TH0657* NAVD 88     -       807.2    (meters)    2648.     (feet)  VERTCON   
 TH0657  ___________________________________________________________________
 TH0657  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 TH0657  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 TH0657
 TH0657  HORZ ORDER  -  SECOND
 TH0657
 TH0657.The horizontal coordinates were established by classical geodetic methods
 TH0657.and adjusted by the National Geodetic Survey in July 1992..
 TH0657
 TH0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0657
 TH0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0657
 TH0657.The geoid height was determined by GEOID03.
 TH0657
 TH0657;                    North         East     Units Scale Factor Converg.
 TH0657;SPC MT       -   492,214.228   930,417.551   MT  0.99977624   +3 16 45.1
 TH0657;SPC MT       - 1,614,876.08  3,052,551.02   iFT  0.99977624   +3 16 45.1
 TH0657;UTM  13      - 5,382,357.442   498,733.417   MT  0.99960002   -0 00 46.4
 TH0657
 TH0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0657!SPC MT       -   0.99987625  x   0.99977624  =   0.99965252
 TH0657!UTM  13      -   0.99987625  x   0.99960002  =   0.99947632
 TH0657
 TH0657|---------------------------------------------------------------------|
 TH0657| PID    Reference Object                     Distance      Geod. Az  |
 TH0657|                                                           dddmmss.s |
 TH0657| CQ8209 DANIELS RM 1                          7.115 METERS 00457     |
 TH0657| CQ8208 DANIELS AZ MK                                      2435131.6 |
 TH0657| CQ8210 DANIELS RM 2                         10.613 METERS 26752     |
 TH0657|---------------------------------------------------------------------|
 TH0657
 TH0657                          SUPERSEDED SURVEY CONTROL
 TH0657
 TH0657  NAD 83(1986)-  48 35 39.47371(N)    105 01 01.83122(W) AD(       ) 2
 TH0657  NAD 27      -  48 35 39.38981(N)    105 00 59.92331(W) AD(       ) 2
 TH0657  NGVD 29 (07/19/86)  806.6    (m)         2646.     (f) VERT ANG       
 TH0657
 TH0657.Superseded values are not recommended for survey control.
 TH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0657.See file dsdata.txt to determine how the superseded data were derived.
 TH0657
 TH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP9873382357(NAD 83)
 TH0657_MARKER: DS = TRIANGULATION STATION DISK
 TH0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0657
 TH0657  HISTORY     - Date     Condition        Report By
 TH0657  HISTORY     - 1948     MONUMENTED       CGS
 TH0657
 TH0657                          STATION DESCRIPTION
 TH0657
 TH0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0657'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHEAST OF FLAXVILLE,
 TH0657'15 MILES EAST-NORTHEAST OF THE FORK OF THE POPLAR AND WEST FORK
 TH0657'RIVERS, AND IN THE SOUTHEAST QUARTER OF SECTION 22, T. 33 N., R.
 TH0657'51 E.  IT IS 38 FEET WEST OF THE SECTION LINE ROAD AND 7 FEET
 TH0657'NORTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 TH0657'IS STAMPED DANIELS 1948.
 TH0657'
 TH0657'REFERENCE MARK NO. 1 IS 23.34 FEET NORTH OF THE STATION AND 38 FEET
 TH0657'WEST OF THE ROAD.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 TH0657'STAMPED DANIELS NO 1 1948.
 TH0657'
 TH0657'REFERENCE MARK NO. 2 IS 34.82 FEET WEST OF THE STATION.  THE MARK
 TH0657'PROJECTS 2 INCHES, AND THE DISK IS STAMPED DANIELS NO 2 1948.
 TH0657'
 TH0657'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST-SOUTHWEST OF THE
 TH0657'STATION, 34 FEET NORTH OF A DIRT ROAD, 5 FEET EAST OF A WITNESS
 TH0657'POST, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND
 TH0657'THE DISK IS STAMPED DANIELS 1948.
 TH0657'
 TH0657'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 13 IN
 TH0657'FLAXVILLE, GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A T-ROAD,
 TH0657'TURN LEFT AND GO EAST FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN
 TH0657'RIGHT AND GO SOUTH FOR 14.25 MILES TO A CROSSROAD AND A SCHOOL ON
 TH0657'THE RIGHT, TURN LEFT AND GO EAST FOR 6.9 MILES TO THE AZIMUTH
 TH0657'MARK ON THE LEFT.  CONTINUE EAST FOR 0.2 MILE TO A CROSSROAD,
 TH0657'TURN LEFT AND GO NORTH FOR 0.15 MILES TO THE STATION ON THE LEFT
 TH0657'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0709 ***********************************************************************
 RV0709  DESIGNATION -  DATUM
 RV0709  PID         -  RV0709
 RV0709  STATE/COUNTY-  MT/MUSSELSHELL
 RV0709  USGS QUAD   -  CHERRY SPRING (1980)
 RV0709
 RV0709                         *CURRENT SURVEY CONTROL
 RV0709  ___________________________________________________________________
 RV0709* NAD 83(1992)-  46 18 09.08532(N)    108 13 52.16079(W)     ADJUSTED  
 RV0709* NAVD 88     -      1413.0    (meters)    4636.     (feet)  VERTCON   
 RV0709  ___________________________________________________________________
 RV0709  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 RV0709  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 RV0709
 RV0709  HORZ ORDER  -  FIRST
 RV0709
 RV0709.The horizontal coordinates were established by classical geodetic methods
 RV0709.and adjusted by the National Geodetic Survey in July 1992..
 RV0709
 RV0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0709
 RV0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0709
 RV0709.The geoid height was determined by GEOID03.
 RV0709
 RV0709;                    North         East     Units Scale Factor Converg.
 RV0709;SPC MT       -   228,879.544   697,695.620   MT  0.99946882   +0 55 41.4
 RV0709;SPC MT       -   750,917.14  2,289,027.62   iFT  0.99946882   +0 55 41.4
 RV0709;UTM  12      - 5,131,387.185   713,222.885   MT  1.00015890   +2 00 09.4
 RV0709
 RV0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0709!SPC MT       -   0.99978064  x   0.99946882  =   0.99924958
 RV0709!UTM  12      -   0.99978064  x   1.00015890  =   0.99993951
 RV0709
 RV0709|---------------------------------------------------------------------|
 RV0709| PID    Reference Object                     Distance      Geod. Az  |
 RV0709|                                                           dddmmss.s |
 RV0709| CQ5379 DATUM RM 1                            5.260 METERS 07222     |
 RV0709| RV0710 DATUM RM 3 AZIMUTH                  426.441 METERS 2042235.9 |
 RV0709| CQ7527 BM                                                 35533     |
 RV0709|---------------------------------------------------------------------|
 RV0709
 RV0709                          SUPERSEDED SURVEY CONTROL
 RV0709
 RV0709  NAD 83(1986)-  46 18 09.08078(N)    108 13 52.13536(W) AD(       ) 1
 RV0709  NAD 27      -  46 18 09.19437(N)    108 13 49.70372(W) AD(       ) 1
 RV0709  NGVD 29 (07/19/86) 1412.2    (m)         4633.     (f) VERT ANG       
 RV0709
 RV0709.Superseded values are not recommended for survey control.
 RV0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0709.See file dsdata.txt to determine how the superseded data were derived.
 RV0709
 RV0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS1322331387(NAD 83)
 RV0709_MARKER: DS = TRIANGULATION STATION DISK
 RV0709_SETTING: 0 = UNSPECIFIED SETTING
 RV0709
 RV0709  HISTORY     - Date     Condition        Report By
 RV0709  HISTORY     - 1972     MONUMENTED       NGS
 RV0709
 RV0709                          STATION DESCRIPTION
 RV0709
 RV0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RV0709'THE STATION IS LOCATED ABOUT 25 MILES NORTH OF SHEPHERD, 18 MILES
 RV0709'SOUTHEAST OF ROUNDUP, 16 MILES SOUTH-SOUTHWEST OF MUSSELSHELL, 13
 RV0709'MILES WEST OF U. S. HIGHWAY 87 AND ON THE HIGHEST POINT IN THE
 RV0709'VICINITY.  THE PROPERTY IS OWNED BY THE CONSOLIDATION COAL
 RV0709'COMPANY, 644 GRAND AVENUE, BILLINGS, MONTANA, PHONE NUMBER
 RV0709'252-3413.
 RV0709'
 RV0709'TO REACH THE STATION FROM THE POST OFFICE IN SHEPHERD GO EAST ON THE
 RV0709'SURFACED ROAD FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAY 304.
 RV0709'TURN LEFT AND GO NORTH ON STATE HIGHWAY 304 FOR 2.0 MILES TO THE
 RV0709'END OF THE SURFACED ROAD AT A CROSSROAD.  TURN RIGHT AND GO EAST
 RV0709'ON MUSSELSHELL ROAD FOR 2.6 MILES TO A SIDE ROAD LEFT AND
 RV0709'SIGN, T-BONE FEEDERS.  TURN LEFT AND GO NORTH ON THE GRAVELED
 RV0709'ROAD FOR 3.8 MILES TO A SIDE ROAD LEFT LEADING TO TRIANGULATION
 RV0709'STATION WATSON 1972.  CONTINUE NORTHERLY ON THE GRAVELED ROAD
 RV0709'FOR 9.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 RV0709'NORTHERLY ON THE GRAVELED ROAD FOR 0.5 MILE TO A FORK AND A
 RV0709'SHARP CURVE.  TAKE THE RIGHT FORK AND CONTINUE NORTHERLY ON THE
 RV0709'GRAVELED ROAD FOR 5.5 MILES TO A SIDE ROAD LEFT AND SIGN,
 RV0709'MUSSELSHELL 35 MILES.  CONTINUE NORTHERLY ON THE GRAVELED
 RV0709'ROAD FOR 2.8 MILES TO A REVERSE FORK AND SIGN, WORDEN SHEPHERD
 RV0709'MUSSELSHELL.  CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR
 RV0709'1.8 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 RV0709'NORTHERLY ON THE GRAVELED ROAD FOR 4.1 MILES TO A SIDE ROAD LEFT
 RV0709'AND A GATE.  TURN LEFT PASSING THROUGH THE GATE AND GO
 RV0709'NORTHWESTERLY ON THE BLADED ROAD FOR 0.1 MILE TO A GATE.  PASS
 RV0709'THROUGH THE GATE AND CONTINUE NORTHWESTERLY ON THE BLADED ROAD FOR
 RV0709'0.5 MILE TO A GATE.  PASS THROUGH THE GATE AND GO NORTHWESTERLY ON
 RV0709'THE BLADED ROAD FOR 0.5 MILES TO A GATE AND A FORK.  PASS THROUGH
 RV0709'THE GATE AND TAKE THE LEFT FORK GOING NORTHWESTERLY FOR 1.3 MILES
 RV0709'TO A GATE.  PASS THROUGH THE GATE AND GO WEST ON THE TRACK ROAD
 RV0709'FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WESTERLY ON
 RV0709'THE TRACK ROAD FOR 0.8 MILE TO A WINDMILL AND WATER TANKS.
 RV0709'CONTINUE WESTERLY ON THE TRACK ROAD FOR 1.3 MILES TO A FORK.
 RV0709'TAKE THE RIGHT FORK AND GO NORTHWESTERLY ON THE TRACK ROAD FOR 0.3
 RV0709'MILE TO A REVERSE FORK.  CONTINUE NORTHERLY ON THE TRACK ROAD FOR
 RV0709'0.2 MILE TO A TANK ON THE LEFT AND A DIM TRACK ROAD RIGHT.  TURN
 RV0709'RIGHT AND GO EASTERLY ALONG THE SOUTH EDGE OF THE TREES FOR 0.4
 RV0709'MILE TO THE TOP OF A LOW SADDLE.  (TO REACH REFERENCE MARK 3
 RV0709'CONTINUE EASTERLY ALONG THE SOUTH SIDE OF THE HILL FOR 0.3
 RV0709'MILE TO THE MARK IN A SMALL CLEARING.) CONTINUE
 RV0709'NORTHERLY UPHILL ON THE DIM TRACK ROAD FOR 0.1 MILE TO THE END OF
 RV0709'TRUCK TRAVEL.  HERE PACK NORTHEASTERLY UPHILL TO THE HIGHEST POINT
 RV0709'AND THE STATION.  A TEN MINUTE PACK.
 RV0709'
 RV0709'THE STATION MARK IS A STANDARD DISK STAMPED DATUM 1972, WELDED TO
 RV0709'THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 12 INCHES ABOVE THE
 RV0709'GROUND SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE HIGHEST POINT
 RV0709'AND ON THE SOUTHWEST SLOPE OF THE HILL.
 RV0709'
 RV0709'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DATUM NO 1 1972, WELDED
 RV0709'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 8 INCHES ABOVE THE
 RV0709'GROUND SURFACE.  IT IS 3 FEET LOWER THAN THE HIGHEST POINT OF THE
 RV0709'HILL AND 2 FEET LOWER THAN THE STATION.
 RV0709'
 RV0709'THE MARK USED AS REFERENCE MARK 2 IS A U. S. GEOLOGICAL SURVEY DISK,
 RV0709'UNSTAMPED, CEMENTED IN A DRILL HOLE IN A BOULDER ON THE HIGHEST
 RV0709'POINT OF THE HILL.
 RV0709'
 RV0709'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DATUM NO 3 1972, WELDED
 RV0709'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 8 INCHES ABOVE THE
 RV0709'GROUND SURFACE.  IT IS 65 FEET SOUTHEAST OF A 12-INCH PINE TREE
 RV0709'WITH A TRIANGLE BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1174 ***********************************************************************
 SR1174  DESIGNATION -  DAUPHIN
 SR1174  PID         -  SR1174
 SR1174  STATE/COUNTY-  MT/FERGUS
 SR1174  USGS QUAD   -  TAFFY RIDGE (1954)
 SR1174
 SR1174                         *CURRENT SURVEY CONTROL
 SR1174  ___________________________________________________________________
 SR1174* NAD 83(1992)-  47 43 47.55935(N)    109 22 01.93381(W)     ADJUSTED  
 SR1174* NAVD 88     -      1018.2    (meters)    3341.     (feet)  VERTCON   
 SR1174  ___________________________________________________________________
 SR1174  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 SR1174  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 SR1174
 SR1174  HORZ ORDER  -  THIRD
 SR1174
 SR1174.The horizontal coordinates were established by classical geodetic methods
 SR1174.and adjusted by the National Geodetic Survey in July 1992..
 SR1174
 SR1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1174
 SR1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1174
 SR1174.The geoid height was determined by GEOID03.
 SR1174
 SR1174;                    North         East     Units Scale Factor Converg.
 SR1174;SPC MT       -   386,684.947   609,956.308   MT  0.99947106   +0 05 49.7
 SR1174;SPC MT       - 1,268,651.40  2,001,168.99   iFT  0.99947106   +0 05 49.7
 SR1174;UTM  12      - 5,287,569.028   622,432.153   MT  0.99978420   +1 12 30.2
 SR1174
 SR1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1174!SPC MT       -   0.99984276  x   0.99947106  =   0.99931390
 SR1174!UTM  12      -   0.99984276  x   0.99978420  =   0.99962699
 SR1174
 SR1174                          SUPERSEDED SURVEY CONTROL
 SR1174
 SR1174  NAD 83(1986)-  47 43 47.55679(N)    109 22 01.91544(W) AD(       ) 3
 SR1174  NGVD 29 (05/18/92) 1017.4    (m)         3338.     (f) VERT ANG       
 SR1174
 SR1174.Superseded values are not recommended for survey control.
 SR1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1174.See file dsdata.txt to determine how the superseded data were derived.
 SR1174
 SR1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT2243287569(NAD 83)
 SR1174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SR1174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1174
 SR1174  HISTORY     - Date     Condition        Report By
 SR1174  HISTORY     - 1889     MONUMENTED       MORC
 SR1174  HISTORY     - 1952     MARK NOT FOUND   USGS
 SR1174
 SR1174                          STATION DESCRIPTION
 SR1174
 SR1174'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SR1174'FOLLOWING DESCRIPTION BY MORC
 SR1174'
 SR1174'DAUPHIN IS ON THE RIGHT BANK, ON A PEAK ON A PINE RIDGE ONE-HALF MI.
 SR1174'FROM THE RIVER AND JUST BELOW DAUPHIN RAPIDS.
 SR1174'
 SR1174'SEARCHED FOR AND NOT RECOVERED BY USGS IN 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0481 ***********************************************************************
 TK0481  DESIGNATION -  DAVIES
 TK0481  PID         -  TK0481
 TK0481  STATE/COUNTY-  MT/BLAINE
 TK0481  USGS QUAD   -  BARBER BUTTE (1987)
 TK0481
 TK0481                         *CURRENT SURVEY CONTROL
 TK0481  ___________________________________________________________________
 TK0481* NAD 83(1992)-  48 19 05.01011(N)    109 23 26.30906(W)     ADJUSTED  
 TK0481* NAVD 88     -      1311.7    (meters)    4303.     (feet)  VERTCON   
 TK0481  ___________________________________________________________________
 TK0481  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 TK0481  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 TK0481
 TK0481  HORZ ORDER  -  THIRD
 TK0481
 TK0481.The horizontal coordinates were established by classical geodetic methods
 TK0481.and adjusted by the National Geodetic Survey in July 1992..
 TK0481
 TK0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0481
 TK0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0481
 TK0481.The geoid height was determined by GEOID03.
 TK0481
 TK0481;                    North         East     Units Scale Factor Converg.
 TK0481;SPC MT       -   452,053.237   608,107.822   MT  0.99965345   +0 04 48.0
 TK0481;SPC MT       - 1,483,114.29  1,995,104.40   iFT  0.99965345   +0 04 48.0
 TK0481;UTM  12      - 5,352,903.660   619,309.349   MT  0.99977490   +1 12 07.5
 TK0481
 TK0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0481!SPC MT       -   0.99979682  x   0.99965345  =   0.99945034
 TK0481!UTM  12      -   0.99979682  x   0.99977490  =   0.99957177
 TK0481
 TK0481:                Primary Azimuth Mark                     Grid Az
 TK0481:SPC MT       -  LLOYD                                    203 23 41.8
 TK0481:UTM  12      -  LLOYD                                    202 16 22.3
 TK0481
 TK0481|---------------------------------------------------------------------|
 TK0481| PID    Reference Object                     Distance      Geod. Az  |
 TK0481|                                                           dddmmss.s |
 TK0481| TK0478 LLOYD                               APPROX. 9.2 KM 2032829.8 |
 TK0481|---------------------------------------------------------------------|
 TK0481
 TK0481                          SUPERSEDED SURVEY CONTROL
 TK0481
 TK0481  NAD 83(1986)-  48 19 05.01239(N)    109 23 26.29204(W) AD(       ) 3
 TK0481  NAD 27      -  48 19 05.03527(N)    109 23 23.62775(W) AD(       ) 3
 TK0481  NGVD 29 (07/19/86) 1310.9    (m)         4301.     (f) VERT ANG       
 TK0481
 TK0481.Superseded values are not recommended for survey control.
 TK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0481.See file dsdata.txt to determine how the superseded data were derived.
 TK0481
 TK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU1930952904(NAD 83)
 TK0481_MARKER: DD = SURVEY DISK
 TK0481_SETTING: 66 = SET IN ROCK OUTCROP
 TK0481_SP_SET: SET IN ROCK OUTCROP
 TK0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0481+STABILITY: POSITION/ELEVATION WELL
 TK0481
 TK0481  HISTORY     - Date     Condition        Report By
 TK0481  HISTORY     - 1955     MONUMENTED       USGS
 TK0481
 TK0481                          STATION DESCRIPTION
 TK0481
 TK0481'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0481'STATION LOCATED ABOUT 1 MI. W. AND 2 MI. N. OF LLOYD, MONTANA, ON
 TK0481'RIDGE 0.5 MI. E. OF DAVIES RANCH COUNTY BUILDINGS.
 TK0481'
 TK0481'TO REACH FROM LLOYD, GO N. ON MAIN TRAVELED RD. 2.3 MI. TO ENTRANCE
 TK0481'TO DAVIES RANCH, THENCE LEFT W. 0.9 MI.  STATION LIES TO LEFT, SE. OF
 TK0481'RD. ON TOP DIRECTLY BEHIND LARGE BUTTE ABOUT 0.5 MI. FROM RD.
 TK0481'
 TK0481'STATION MARK - STANDARD USGS TABLET CEMENTED IN ROCK OUTCROP STAMPED
 TK0481'---DAVIES 1955---.
 TK0481'
 TK0481'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE
 TK0481'14.70 FT. FROM STATION, N 36 DEG 23 MIN E.
 TK0481'
 TK0481'REFERENCE MARK NO.2 - CHISELED CROSS ON ROCK 14.35 FT. FROM STATION
 TK0481'MARK, S 62 DEG 13 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0890 ***********************************************************************
 TN0890  DESIGNATION -  DAVIS
 TN0890  PID         -  TN0890
 TN0890  STATE/COUNTY-  MT/LINCOLN
 TN0890  USGS QUAD   -  DAVIS MOUNTAIN (1983)
 TN0890
 TN0890                         *CURRENT SURVEY CONTROL
 TN0890  ___________________________________________________________________
 TN0890* NAD 83(1992)-  48 30 19.33839(N)    115 00 53.30787(W)     ADJUSTED  
 TN0890* NAVD 88     -      1846.7    (meters)    6059.     (feet)  VERTCON   
 TN0890  ___________________________________________________________________
 TN0890  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 TN0890  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TN0890
 TN0890  HORZ ORDER  -  FIRST
 TN0890
 TN0890.The horizontal coordinates were established by classical geodetic methods
 TN0890.and adjusted by the National Geodetic Survey in July 1992..
 TN0890
 TN0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0890
 TN0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0890
 TN0890.The geoid height was determined by GEOID03.
 TN0890
 TN0890;                    North         East     Units Scale Factor Converg.
 TN0890;SPC MT       -   487,206.411   192,935.866   MT  0.99973411   -4 02 02.8
 TN0890;SPC MT       - 1,598,446.23    632,991.69   iFT  0.99973411   -4 02 02.8
 TN0890;UTM  11      - 5,374,375.725   646,630.781   MT  0.99986416   +1 29 13.9
 TN0890
 TN0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0890!SPC MT       -   0.99971307  x   0.99973411  =   0.99944726
 TN0890!UTM  11      -   0.99971307  x   0.99986416  =   0.99957727
 TN0890
 TN0890|---------------------------------------------------------------------|
 TN0890| PID    Reference Object                     Distance      Geod. Az  |
 TN0890|                                                           dddmmss.s |
 TN0890| CH7202 DAVIS RM 1                           63.697 METERS 09131     |
 TN0890| TN0889 MM 63                                68.403 METERS 11726     |
 TN0890| TN0891 DAVIS LOOKOUT TOWER                   0.636 METERS 13714     |
 TN0890| TN0904 WARLAND                             APPROX. 7.2 KM 2505958.2 |
 TN0890|---------------------------------------------------------------------|
 TN0890
 TN0890                          SUPERSEDED SURVEY CONTROL
 TN0890
 TN0890  NAD 83(1986)-  48 30 19.34923(N)    115 00 53.30871(W) AD(       ) 1
 TN0890  NAD 27      -  48 30 19.49030(N)    115 00 49.74562(W) AD(       ) 1
 TN0890  NGVD 29 (07/19/86) 1845.4    (m)         6054.     (f) VERT ANG       
 TN0890
 TN0890.Superseded values are not recommended for survey control.
 TN0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0890.See file dsdata.txt to determine how the superseded data were derived.
 TN0890
 TN0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP4663174376(NAD 83)
 TN0890_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0890_SETTING: 66 = SET IN ROCK OUTCROP
 TN0890
 TN0890  HISTORY     - Date     Condition        Report By
 TN0890  HISTORY     - 1959     MONUMENTED       CGS
 TN0890  HISTORY     - 1963     GOOD             USGS
 TN0890
 TN0890                          STATION DESCRIPTION
 TN0890
 TN0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0890'STATION IS LOCATED ON DAVIS MOUNTAIN, ABOUT 13-3/4 MILES SOUTH
 TN0890'AND 6-3/4 MILES WEST OF TREGO, 12-1/4 MILES EAST OF THE KOOTENAI
 TN0890'RIVER, 7-1/2 MILES WEST OF THE LINCOLN-FLATHEAD COUNTY LINE,
 TN0890'IN THE SOUTHWEST 1/4 OF SECTION 26, T 32 N, R 27 W AND AT THE
 TN0890'SITE OF THE DAVIS MTN LOOKOUT TOWER.
 TN0890'
 TN0890'TO REACH FROM THE POST OFFICE IN TREGO, GO SOUTH AND WEST ON
 TN0890'GRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT AT SIGN FORTUNE
 TN0890'CREEK ROAD.  TURN LEFT AND FOLLOW GRAVELED ROAD SOUTHERLY FOR
 TN0890'3.0 MILES TO A SIDE ROAD LEFT AT SIGN LIME CREEK ROAD.  CONTINUE
 TN0890'STRAIGHT AHEAD AND SOUTHERLY FOR 0.35 MILE TO A FORK AT SIGN
 TN0890'FORTUNE CREEK ROAD.  TAKE THE LEFT FORK AND CONTINUE
 TN0890'SOUTH-SOUTHWESTERLY FOR 4.5 MILES TO A FORK AT SIGN FORTUNE
 TN0890'CREEK ROAD NO. 36.  TAKE THE LEFT FORK AND FOLLOW A GOOD
 TN0890'GRAVELED ROAD SOUTHERLY FOR 4.2 MILES TO A FORK AT SIGN DAVIS
 TN0890'CREEK ROAD.  TAKE THE RIGHT FORK AND CONTINUE SOUTHERLY FOR
 TN0890'1.8 MILES TO A FORK AT SIGN TWIN MEADOW TRAIL NO. 185 2.
 TN0890'TAKE THE RIGHT FORK AND GO WEST AND SOUTH FOR 0.4 MILE TO A
 TN0890'SIDE ROAD RIGHT AT SIGN DAVIS CREEK ROAD.  TURN RIGHT AND
 TN0890'FOLLOW GRADED WOODS ROAD WEST AND SOUTHWESTERLY FOR ABOUT
 TN0890'4.2 MILES (4-WHEEL DRIVE VEHICLE REQUIRED DURING WET
 TN0890'WEATHER) TO THE END OF TRUCK TRAVEL AT THE END OF THE ROAD
 TN0890'AND AT THE EAST AND LOWER END OF A LARGE BURNT OUT
 TN0890'CLEARING.  PACK SOUTH FOR A SHORT WAY TO AN OLD
 TN0890'CATERPILLAR TRAIL.  THENCE WESTERLY UP THE SLOPE,
 TN0890'FOLLOWING OLD CAT TRAIL, FOR ABOUT 1 HOUR TO THE TOP OF
 TN0890'THE DIVIDE.  BEAR LEFT, FOLLOWING OLD FOREST SERVICE TRAIL
 TN0890'ALONG THE TOP OF THE DIVIDE, AND GO SOUTHERLY FOR ABOUT 15
 TN0890'MINUTES TO THE TOP OF THE MOUNTAIN AND LOOKOUT TOWER AND
 TN0890'THE STATION AS DESCRIBED.
 TN0890'
 TN0890'STATION MARK IS A STANDARD DISK, STAMPED DAVIS 1959, CEMENTED
 TN0890'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE.
 TN0890'IT IS 13.8 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT
 TN0890'TOWER.
 TN0890'
 TN0890'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAVIS NO 1 1959,
 TN0890'CEMENTED IN A DRILL HOLE IN A 2-1/2 X 4 FOOT BOULDER PROJECTING
 TN0890'4 INCHES.  IT IS 199 FEET EAST OF THE LOOKOUT TOWER LEG AND
 TN0890'124 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD LOG CABIN.
 TN0890'
 TN0890'REFERENCE MARK 2 IS A GEOLOGICAL SURVEY BENCH MARK DISK,
 TN0890'STAMPED MM 63 1934 6051 (ELEVATION IN FEET), CEMENTED IN A
 TN0890'DRILL HOLE IN A 3 X 4 FOOT BOULDER PROJECTING ABOUT 3 INCHES.
 TN0890'IT IS 210 FEET EAST-SOUTHEAST OF THE LOOKOUT TOWER LEG AND
 TN0890'40 FEET NORTHEAST OF THE CABIN CORNER.
 TN0890'
 TN0890'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 TN0890'
 TN0890'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF
 TN0890'THE LOOKOUT TOWER, THE DISTANCE BEING AS SHOWN ABOVE.
 TN0890
 TN0890                          STATION RECOVERY (1963)
 TN0890
 TN0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JTD)
 TN0890'STATION MARK- STANDARD USC AND GS DISK STAMPED -DAVIS 1959- CEMENTED
 TN0890'IN DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0458 ***********************************************************************
 SQ0458  DESIGNATION -  DAVIS
 SQ0458  PID         -  SQ0458
 SQ0458  STATE/COUNTY-  MT/MCCONE
 SQ0458  USGS QUAD   -  NELSON CREEK BAY (1973)
 SQ0458
 SQ0458                         *CURRENT SURVEY CONTROL
 SQ0458  ___________________________________________________________________
 SQ0458* NAD 83(1992)-  47 30 21.40790(N)    106 13 17.30482(W)     ADJUSTED  
 SQ0458* NAVD 88     -       793.     (meters)    2602.     (feet)  SCALED    
 SQ0458  ___________________________________________________________________
 SQ0458  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 SQ0458  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 SQ0458
 SQ0458  HORZ ORDER  -  THIRD
 SQ0458
 SQ0458.The horizontal coordinates were established by classical geodetic methods
 SQ0458.and adjusted by the National Geodetic Survey in July 1992..
 SQ0458
 SQ0458.The orthometric height was scaled from a topographic map.
 SQ0458
 SQ0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0458
 SQ0458.The geoid height was determined by GEOID03.
 SQ0458
 SQ0458;                    North         East     Units Scale Factor Converg.
 SQ0458;SPC MT       -   366,958.376   846,775.046   MT  0.99942968   +2 23 53.7
 SQ0458;SPC MT       - 1,203,931.68  2,778,133.35   iFT  0.99942968   +2 23 53.7
 SQ0458;UTM  13      - 5,262,113.622   408,017.624   MT  0.99970397   -0 54 02.6
 SQ0458
 SQ0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0458!SPC MT       -   0.99987832  x   0.99942968  =   0.99930807
 SQ0458!UTM  13      -   0.99987832  x   0.99970397  =   0.99958233
 SQ0458
 SQ0458:                Primary Azimuth Mark                     Grid Az
 SQ0458:SPC MT       -  SNAP                                     286 41 09.3
 SQ0458:UTM  13      -  SNAP                                     289 59 05.6
 SQ0458
 SQ0458|---------------------------------------------------------------------|
 SQ0458| PID    Reference Object                     Distance      Geod. Az  |
 SQ0458|                                                           dddmmss.s |
 SQ0458| SQ0463 SNAP                                APPROX. 7.7 KM 2890503.0 |
 SQ0458|---------------------------------------------------------------------|
 SQ0458
 SQ0458                          SUPERSEDED SURVEY CONTROL
 SQ0458
 SQ0458  NAD 83(1986)-  47 30 21.40197(N)    106 13 17.28188(W) AD(       ) 3
 SQ0458  NAD 27      -  47 30 21.40000(N)    106 13 15.18700(W) AD(       ) 3
 SQ0458
 SQ0458.Superseded values are not recommended for survey control.
 SQ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0458.See file dsdata.txt to determine how the superseded data were derived.
 SQ0458
 SQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN0801862114(NAD 83)
 SQ0458_MARKER: P = PIPE CAP
 SQ0458_SETTING: 0 = UNSPECIFIED SETTING
 SQ0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0458
 SQ0458  HISTORY     - Date     Condition        Report By
 SQ0458  HISTORY     - 1937     MONUMENTED       USE
 SQ0458
 SQ0458                          STATION DESCRIPTION
 SQ0458
 SQ0458'DESCRIBED BY US ENGINEERS 1937
 SQ0458'THE STATION IS IN MC CONE COUNTY ON THE RIGHT BANK OF BIG
 SQ0458'DRY CREEK AND IN SECTION 10, T. 20 N., R. 43 E.  THE STATION
 SQ0458'IS ON THE DIVIDE BETWEEN NELSON CREEK AND TIMBER CREEK, BEING
 SQ0458'ABOUT 2-1/4 MILES NORTH OF TIMBER CREEK, 3-5/8 MILES EAST OF
 SQ0458'BIG DRY CREEK AT MOUTH OF TIMBER CREEK, AND 6 MILES SOUTH OF
 SQ0458'THE MOUTH OF NELSON CREEK ON A HIGH POINT OF YELLOW SANDSTONE.
 SQ0458'
 SQ0458'THE STATION IS ACCESSIBLE BY AUTOMOBILE ONLY UNDER VERY FAVORABLE
 SQ0458'CONDITIONS, AND PROBABLY ONLY BY WAY OF CIRCLE AT ANY TIME.
 SQ0458'FROM CIRCLE PROCEED TO THE LE VALLEY RANCH, THENCE DOWN THE
 SQ0458'TRAIL ALONG TIMBER CREEK TO POINT ABOUT 3/4 MILE ABOVE MOUTH
 SQ0458'OF STREAM.  AT THIS POINT TURN SHARPLY RIGHT AND CROSS CREEK
 SQ0458'OVER VERY POOR FORD.  AFTER FORDING STREAM PROCEED ON WINDING
 SQ0458'AND DIM TRAIL IN GENERAL NORTHEASTERLY DIRECTION TO TOP OF
 SQ0458'DIVIDE.  UPON GAINING CREST OF MAIN RIDGE VEER EAST AND FOLLOW
 SQ0458'DIM TRAIL ALONG TOP OF DIVIDE TO STATION.
 SQ0458'
 SQ0458'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0458'
 SQ0458'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0458'
 SQ0458'ELEVATION TOP OF CAP--NOT DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0453 ***********************************************************************
 TK0453  DESIGNATION -  DAVIS
 TK0453  PID         -  TK0453
 TK0453  STATE/COUNTY-  MT/BLAINE
 TK0453  USGS QUAD   -  CHINOOK (1964)
 TK0453
 TK0453                         *CURRENT SURVEY CONTROL
 TK0453  ___________________________________________________________________
 TK0453* NAD 83(1992)-  48 35 39.57701(N)    109 14 14.03114(W)     ADJUSTED  
 TK0453* NAVD 88     -       734.36   (+/-2cm)    2409.3    (feet)  VERTCON   
 TK0453  ___________________________________________________________________
 TK0453  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 TK0453  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0453
 TK0453  HORZ ORDER  -  SECOND
 TK0453  VERT ORDER  -  THIRD ? (See Below)
 TK0453
 TK0453.The horizontal coordinates were established by classical geodetic methods
 TK0453.and adjusted by the National Geodetic Survey in July 1992..
 TK0453
 TK0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0453.The vertical order pertains to the NGVD 29 superseded value.
 TK0453
 TK0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0453
 TK0453.The geoid height was determined by GEOID03.
 TK0453
 TK0453;                    North         East     Units Scale Factor Converg.
 TK0453;SPC MT       -   482,792.104   619,378.581   MT  0.99977625   +0 11 32.0
 TK0453;SPC MT       - 1,583,963.60  2,032,081.96   iFT  0.99977625   +0 11 32.0
 TK0453;UTM  12      - 5,383,860.498   629,974.697   MT  0.99980755   +1 19 20.4
 TK0453
 TK0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0453!SPC MT       -   0.99988750  x   0.99977625  =   0.99966378
 TK0453!UTM  12      -   0.99988750  x   0.99980755  =   0.99969507
 TK0453
 TK0453|---------------------------------------------------------------------|
 TK0453| PID    Reference Object                     Distance      Geod. Az  |
 TK0453|                                                           dddmmss.s |
 TK0453| CQ5381 DAVIS RM 1                                         06548     |
 TK0453| TK0454 CHINOOK MUNICIPAL TANK              APPROX. 0.6 KM 0935920.8 |
 TK0453| TK0452 CHINOOK U AND I SUGAR CO STK        APPROX. 1.5 KM 1063758.8 |
 TK0453| CQ5382 DAVIS RM 2                                         18051     |
 TK0453| CQ5380 DAVIS AZ MK                                        2811338.9 |
 TK0453|---------------------------------------------------------------------|
 TK0453
 TK0453                          SUPERSEDED SURVEY CONTROL
 TK0453
 TK0453  NAD 83(1986)-  48 35 39.58305(N)    109 14 14.01534(W) AD(       ) 2
 TK0453  NAD 27      -  48 35 39.58200(N)    109 14 11.38900(W) AD(       ) 2
 TK0453  NGVD 29 (07/19/86)  733.56   (m)         2406.7    (f) LEVELING    3  
 TK0453
 TK0453.Superseded values are not recommended for survey control.
 TK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0453.See file dsdata.txt to determine how the superseded data were derived.
 TK0453
 TK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU2997583860(NAD 83)
 TK0453_MARKER: DS = TRIANGULATION STATION DISK
 TK0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0453
 TK0453  HISTORY     - Date     Condition        Report By
 TK0453  HISTORY     - 1949     MONUMENTED       CGS
 TK0453  HISTORY     - 1963     MARK NOT FOUND   USGS
 TK0453
 TK0453                          STATION DESCRIPTION
 TK0453
 TK0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0453'STATION IS LOCATED IN THE WEST EDGE OF CHINOOK, 0.1 MILE
 TK0453'SOUTH OF U.S. HIGHWAY 2, 57 FEET NORTH OF THE NORTHWEST CORNER
 TK0453'OF A RED BARN, 46 FEET SOUTH OF A FENCE CORNER, 15 FEET NORTH
 TK0453'OF A WITNESS POST AND ON LAND OWNED BY MR. D.J. SIAS.
 TK0453'
 TK0453'TO REACH FROM THE RAILROAD DEPOT IN CHINOOK, GO WEST ON
 TK0453'U.S. HIGHWAY 2 FOR 0.2 MILE TO A SIDE STREET ON THE LEFT,
 TK0453'TURN LEFT, SOUTH, 0.1 MILE TO AN ALLEY ON THE RIGHT, TURN
 TK0453'RIGHT PAST RED BARN FOR ABOUT 75 YARDS TO THE STATION.  TO
 TK0453'REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1
 TK0453'MILE TO HIGHWAY 2, TURN LEFT, WEST, FOR 0.5 MILE TO A SIDE
 TK0453'ROAD ON THE LEFT, TURN LEFT ON EAST SIDE OF IRRIGATION DITCH
 TK0453'FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 TK0453'
 TK0453'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DAVIS
 TK0453'1949.
 TK0453'
 TK0453'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A FENCE.  THE MARK
 TK0453'PROJECTS 4 INCHES AND THE DISK IS STAMPED DAVIS NO 1 1949.
 TK0453'
 TK0453'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE.  THE MARK
 TK0453'PROJECTS 4 INCHES AND THE DISK IS STAMPED DAVIS NO 2 1949.
 TK0453'
 TK0453'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF THE STATION,
 TK0453'15 FEET EAST OF AN IRRIGATION DITCH, 44 FEET SOUTH OF A GATE,
 TK0453'AND 1 FOOT NORTH OF A WITNESS POST.  THE MARK PROJECTS 4
 TK0453'INCHES AND THE DISK IS STAMPED DAVIS 1949.
 TK0453'
 TK0453'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET
 TK0453'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 TK0453'
 TK0453'STATION BLAINE IS VISIBLE FROM THE GROUND, A 15-FOOT STAND
 TK0453'IS NEEDED TO SEE BOX ELDER (USGS).
 TK0453
 TK0453                          STATION RECOVERY (1963)
 TK0453
 TK0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JWS)
 TK0453'AN INTENSIVE SEARCH WAS MADE FOR THIS STATION, BUT IT COULD
 TK0453'NOT BE LOCATED.  THE POINT OF REFERENCE IN THE DESCRIPTION
 TK0453'HAS BEEN REMOVED OR CHANGED.  THE RED BARN MENTIONED IN
 TK0453'THE DESCRIPTION, WAS BURNED AND A NEW BUILDING PLACED IN
 TK0453'THE SAME LOCATION.  ONE REFERENCE MARK WAS FOUND, IT HAD
 TK0453'BEEN REMOVED AND WAS LAYING ON ITS SIDE, APPROXIMATELY TWO
 TK0453'FEET OF FILL DIRT HAS BEEN PLACED IN THE VICINITY WHERE
 TK0453'THE MARK SHOULD HAVE BEEN.  MR. D.J. SIAS, THE ORIGINAL
 TK0453'OWNER, WAS CONSULTED, AS WELL AS THE FORMER COUNTY SURVEYOR,
 TK0453'MR. C.R. NOYES, BOTH AGREE IT IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0670 ***********************************************************************
 QY0670  DESIGNATION -  DAVIS
 QY0670  PID         -  QY0670
 QY0670  STATE/COUNTY-  MT/DEER LODGE
 QY0670  USGS QUAD   -  FOOLHEN MOUNTAIN (1994)
 QY0670
 QY0670                         *CURRENT SURVEY CONTROL
 QY0670  ___________________________________________________________________
 QY0670* NAD 83(1999)-  45 52 16.28353(N)    113 13 25.05049(W)     ADJUSTED  
 QY0670* NAVD 88     -      1780.8    (meters)    5843.     (feet)  GPS OBS   
 QY0670  ___________________________________________________________________
 QY0670  X           -  -1,754,664.416 (meters)                     COMP
 QY0670  Y           -  -4,089,281.195 (meters)                     COMP
 QY0670  Z           -   4,556,559.594 (meters)                     COMP
 QY0670  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 QY0670  ELLIP HEIGHT-        1768.27  (meters)          (04/26/01) GPS OBS
 QY0670  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 QY0670
 QY0670  HORZ ORDER  -  B
 QY0670  ELLP ORDER  -  FOURTH    CLASS I
 QY0670
 QY0670.The horizontal coordinates were established by GPS observations
 QY0670.and adjusted by the National Geodetic Survey in April 2001..
 QY0670.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QY0670.DATUM ITEM on the data sheet items page.
 QY0670
 QY0670.The orthometric height was determined by GPS observations and a
 QY0670.high-resolution geoid model.
 QY0670
 QY0670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QY0670
 QY0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0670
 QY0670.The ellipsoidal height was determined by GPS observations
 QY0670.and is referenced to NAD 83.
 QY0670
 QY0670.The geoid height was determined by GEOID03.
 QY0670
 QY0670;                    North         East     Units Scale Factor Converg.
 QY0670;SPC MT       -   187,035.078   311,114.793   MT  0.99958897   -2 43 25.9
 QY0670;SPC MT       -   613,632.15  1,020,717.82   iFT  0.99958897   -2 43 25.9
 QY0670;UTM  12      - 5,082,140.285   327,421.715   MT  0.99996616   -1 35 47.2
 QY0670
 QY0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0670!SPC MT       -   0.99972286  x   0.99958897  =   0.99931195
 QY0670!UTM  12      -   0.99972286  x   0.99996616  =   0.99968903
 QY0670
 QY0670                          SUPERSEDED SURVEY CONTROL
 QY0670
 QY0670  NAD 83(1992)-  45 52 16.28234(N)    113 13 25.04969(W) AD(       ) B
 QY0670  ELLIP H (07/28/94) 1768.37   (m)                       GP(       ) 4 1
 QY0670
 QY0670.Superseded values are not recommended for survey control.
 QY0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0670.See file dsdata.txt to determine how the superseded data were derived.
 QY0670
 QY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR2742282140(NAD 83)
 QY0670_MARKER: DH = HORIZONTAL CONTROL DISK
 QY0670_SETTING: 66 = SET IN ROCK OUTCROP
 QY0670_SP_SET: IN A DRILL HOLE IN BEDROCK
 QY0670_STAMPING: DAVIS 1993
 QY0670_MARK LOGO: NGS   
 QY0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0670+STABILITY: POSITION/ELEVATION WELL
 QY0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0670+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1994
 QY0670
 QY0670  HISTORY     - Date     Condition        Report By
 QY0670  HISTORY     - 1993     MONUMENTED       NGS
 QY0670  HISTORY     - 19940113 GOOD
 QY0670
 QY0670                          STATION DESCRIPTION
 QY0670
 QY0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 QY0670'THE STATION IS LOCATED 16.65 MI (26.79 KM) WEST OF WISE RIVER, IN THE
 QY0670'FISHTRAP RECREATION AREA, ALONG THE BANK OF THE BIG HOLE RIVER AND
 QY0670'5.8 MI (9.3 KM) WEST OF THE JUNCTION OF STATE HIGHWAYS 43 AND 274.
 QY0670'TO REACH FROM THE WISE RIVER POST OFFICE, GO WEST ON STATE HIGHWAY 43
 QY0670'FOR 10.85 MI (17.46 KM) TO THE JUNCTION WITH STATE HIGHWAY 274.
 QY0670'CONTINUE WEST ON STATE HIGHWAY 43 FOR 5.8 MI (9.3 KM) TO THE
 QY0670'ENTRANCE TO THE FISHTRAP RECREATION AREA ON THE LEFT.  TURN LEFT AND
 QY0670'GO SOUTHEAST ON A GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO A FORK.  BEAR
 QY0670'LEFT AND GO EASTERLY ON A GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO THE
 QY0670'STATION ON THE LEFT AT THE JUNCTION WITH ANOTHER ROAD.
 QY0670'THE STATION MARK IS AN NGS HORIZONTAL CONTROL DISK STAMPED DAVIS 1993.
 QY0670'IT IS 18.7 M (61.4 FT) WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 QY0670'16.9 M (55.4 FT) NORTHWEST OF THE CENTER OF AN EAST-WEST ROAD AND IN
 QY0670'THE EASTERN PART OF A MOWED GRASS AREA.
 QY0670
 QY0670                          STATION RECOVERY (1994)
 QY0670
 QY0670'RECOVERED 1994
 QY0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0891 ***********************************************************************
 TN0891  DESIGNATION -  DAVIS LOOKOUT TOWER
 TN0891  PID         -  TN0891
 TN0891  STATE/COUNTY-  MT/LINCOLN
 TN0891  USGS QUAD   -  DAVIS MOUNTAIN (1983)
 TN0891
 TN0891                         *CURRENT SURVEY CONTROL
 TN0891  ___________________________________________________________________
 TN0891* NAD 83(1992)-  48 30 19.32328(N)    115 00 53.28684(W)     ADJUSTED  
 TN0891* NAVD 88     -                                                        
 TN0891  ___________________________________________________________________
 TN0891  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 TN0891  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TN0891
 TN0891  HORZ ORDER  -  THIRD
 TN0891
 TN0891.The horizontal coordinates were established by classical geodetic methods
 TN0891.and adjusted by the National Geodetic Survey in July 1992..
 TN0891
 TN0891
 TN0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0891
 TN0891.The geoid height was determined by GEOID03.
 TN0891
 TN0891;                    North         East     Units Scale Factor Converg.
 TN0891;SPC MT       -   487,205.915   192,936.264   MT  0.99973410   -4 02 02.8
 TN0891;SPC MT       - 1,598,444.60    632,992.99   iFT  0.99973410   -4 02 02.8
 TN0891;UTM  11      - 5,374,375.270   646,631.225   MT  0.99986417   +1 29 14.0
 TN0891
 TN0891                          SUPERSEDED SURVEY CONTROL
 TN0891
 TN0891  NAD 83(1986)-  48 30 19.33418(N)    115 00 53.28758(W) AD(       ) 4
 TN0891  NAD 27      -  48 30 19.47518(N)    115 00 49.72459(W) AD(       ) 3
 TN0891
 TN0891.Superseded values are not recommended for survey control.
 TN0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0891.See file dsdata.txt to determine how the superseded data were derived.
 TN0891
 TN0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP4663174375(NAD 83)
 TN0891
 TN0891  HISTORY     - Date     Condition        Report By
 TN0891  HISTORY     - 1959     MONUMENTED       CGS
 TN0891
 TN0891                          STATION DESCRIPTION
 TN0891
 TN0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0891'STATION IS LOCATED ON DAVIS MOUNTAIN, ABOUT 13-3/4 MILES
 TN0891'SOUTH AND 6-3/4 MILES WEST OF TREGO, 12-1/4 MILES EAST OF THE
 TN0891'KOOTENAI RIVER, 7-1/2 MILES WEST OF THE LINCOLN - FLATHEAD
 TN0891'COUNTY LINE, IN THE SOUTHWEST 1/4 OF SECTION 26, T 32 N, R
 TN0891'27 W.
 TN0891'
 TN0891'IT IS A GALVANIZED SHEET METAL, WINDOWED CABIN ELEVATED BY A
 TN0891'4-LEGGED STRUCTURAL STEEL FRAMEWORK, HAVING AN OVERALL HEIGHT
 TN0891'OF 21.64 METERS.  A TRAVERSE CONNECTION WAS MADE FROM THE
 TN0891'DETERMINED CENTER OF THE LOOKOUT TOWER TO TRIANGULATION STATION
 TN0891'DAVIS, THE DISTANCE BEING 0.636 METERS OR 2.09 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0942 ***********************************************************************
 SU0942  DESIGNATION -  DAYTON
 SU0942  PID         -  SU0942
 SU0942  STATE/COUNTY-  MT/LAKE
 SU0942  USGS QUAD   -  ROLLINS (1994)
 SU0942
 SU0942                         *CURRENT SURVEY CONTROL
 SU0942  ___________________________________________________________________
 SU0942* NAD 83(1992)-  47 52 34.01544(N)    114 13 19.15600(W)     ADJUSTED  
 SU0942* NAVD 88     -       921.     (meters)    3022.     (feet)  SCALED    
 SU0942  ___________________________________________________________________
 SU0942  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 SU0942  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU0942
 SU0942  HORZ ORDER  -  SECOND
 SU0942
 SU0942.The horizontal coordinates were established by classical geodetic methods
 SU0942.and adjusted by the National Geodetic Survey in July 1992..
 SU0942
 SU0942.The orthometric height was scaled from a topographic map.
 SU0942
 SU0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0942
 SU0942.The geoid height was determined by GEOID03.
 SU0942
 SU0942;                    North         East     Units Scale Factor Converg.
 SU0942;SPC MT       -   413,566.633   247,165.343   MT  0.99950641   -3 27 15.0
 SU0942;SPC MT       - 1,356,845.91    810,909.92   iFT  0.99950641   -3 27 15.0
 SU0942;UTM  11      - 5,306,267.379   707,714.785   MT  1.00013020   +2 03 40.2
 SU0942
 SU0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0942!SPC MT       -   0.99985811  x   0.99950641  =   0.99936459
 SU0942!UTM  11      -   0.99985811  x   1.00013020  =   0.99998829
 SU0942
 SU0942:                Primary Azimuth Mark                     Grid Az
 SU0942:SPC MT       -  DAYTON AZ MK                             030 39 59.7
 SU0942:UTM  11      -  DAYTON AZ MK                             025 09 04.5
 SU0942
 SU0942|---------------------------------------------------------------------|
 SU0942| PID    Reference Object                     Distance      Geod. Az  |
 SU0942|                                                           dddmmss.s |
 SU0942| CH7203 DAYTON AZ MK                                       0271244.7 |
 SU0942| CH7204 DAYTON RM 1                          11.830 METERS 23657     |
 SU0942| SU0941 DAYTON SQUARE WHITE POST              1.483 METERS 28032     |
 SU0942| CH7205 DAYTON RM 2                          12.033 METERS 35415     |
 SU0942|---------------------------------------------------------------------|
 SU0942
 SU0942                          SUPERSEDED SURVEY CONTROL
 SU0942
 SU0942  NAD 83(1986)-  47 52 34.02689(N)    114 13 19.14319(W) AD(       ) 2
 SU0942  NAD 27      -  47 52 34.23030(N)    114 13 15.69726(W) AD(       ) 2
 SU0942
 SU0942.Superseded values are not recommended for survey control.
 SU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0942.See file dsdata.txt to determine how the superseded data were derived.
 SU0942
 SU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP0771506267(NAD 83)
 SU0942_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0942
 SU0942  HISTORY     - Date     Condition        Report By
 SU0942  HISTORY     - 1939     MONUMENTED       CGS
 SU0942  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SU0942
 SU0942                          STATION DESCRIPTION
 SU0942
 SU0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 SU0942'AT A POINT 3.0 MILES NORTH FROM DAYTON TOWARD KALISPELL, ABOUT
 SU0942'50 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 93, ON THE
 SU0942'WEST SHORE OF FLATHEAD LAKE ON THE NORTH SIDE OF THE ENTRANCE
 SU0942'TO BIG ARM BAY, ON A CUT-BANK OF THE MAIN WEST SHORE DRIVE
 SU0942'(U.S. HIGHWAY 93), ON THE EAST SLOPE OF BANK ABOUT 50 FEET
 SU0942'WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 19 FEET EAST OF
 SU0942'A SNOW FENCE.  THE MARK IS SET IN A SQUARE CONCRETE POST,
 SU0942'PROJECTING ABOUT 7 INCHES ABOVE THE GROUND, AND IS STAMPED
 SU0942'DAYTON 1939.  THE BAROMETRIC ELEVATION IS 3240 FEET.
 SU0942'
 SU0942'TO REACH FROM DAYTON, GO NORTH ON U.S. HIGHWAY 93 TOWARD
 SU0942'KALISPELL FOR 3.0 MILES TO A CURVE AND HIGH CUT-BANK ON THE
 SU0942'WEST SIDE OF THE HIGHWAY AND THE STATION.  A TRUCK CAN BE
 SU0942'DRIVEN ON TOP OF THE BANK.
 SU0942'
 SU0942'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SU0942'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 12A
 SU0942'RESPECTIVELY.
 SU0942'
 SU0942'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND,
 SU0942'AND IS ABOUT 2 FEET HIGHER THAN THE STATION, AND 2 FEET EAST
 SU0942'FROM A SNOW FENCE.  IT IS STAMPED DAYTON NO. 1 1939.
 SU0942'
 SU0942'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 SU0942'ABOUT 1-1/2 FEET HIGHER THAN THE STATION MARK, AND ABOUT 2
 SU0942'FEET EAST OF A SNOW FENCE.  IT IS STAMPED DAYTON NO. 2 1939.
 SU0942'
 SU0942'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION ABOUT 50
 SU0942'FEET NORTH-NORTHWEST FROM THE CENTER LINE OF U.S. HIGHWAY 93,
 SU0942'ABOUT 30 FEET ABOVE THE ROAD, IN ROCK OUTCROP PROJECTING ABOUT 4
 SU0942'FEET ABOVE THE GROUND.  THE MARK IS ABOUT 13 FEET NORTHWEST
 SU0942'FROM A SMALL LONE PINE TREE GROWING IN THE SAME ROCK OUTCROP
 SU0942'AND IS ABOUT 15 FEET NORTHWEST OF THE WIRE FENCE.  IT IS STAMPED
 SU0942'DAYTON 1939.
 SU0942'
 SU0942'A WHITE POST 4 INCHES SQUARE IS SET 4.860 FEET, 1.483 METERS
 SU0942'WEST FROM THE STATION, PROJECTING 0.87 METERS ABOVE THE GROUND
 SU0942'LEVEL.
 SU0942
 SU0942                          STATION RECOVERY (1956)
 SU0942
 SU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SU0942'THE STATION, BOTH REFERENCE MARKS AND THE WITNESS POST WERE
 SU0942'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 SU0942'FOR.
 SU0942'
 SU0942'THE DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT THAT THE
 SU0942'SNOW FENCE HAS BEEN REPLACED BY A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0058 ***********************************************************************
 TK0058  DESIGNATION -  DD 274
 TK0058  PID         -  TK0058
 TK0058  STATE/COUNTY-  MT/PHILLIPS
 TK0058  USGS QUAD   -  DODSON DAM (1964)
 TK0058
 TK0058                         *CURRENT SURVEY CONTROL
 TK0058  ___________________________________________________________________
 TK0058* NAD 83(1986)-  48 24 24.     (N)    108 19 49.     (W)     SCALED    
 TK0058* NAVD 88     -       698.842  (meters)    2292.78   (feet)  ADJUSTED  
 TK0058  ___________________________________________________________________
 TK0058  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TK0058  DYNAMIC HT  -         698.920 (meters)    2293.04  (feet)  COMP
 TK0058  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 TK0058
 TK0058  VERT ORDER  -  SECOND    CLASS 0
 TK0058
 TK0058.The horizontal coordinates were scaled from a topographic map and have
 TK0058.an estimated accuracy of +/- 6 seconds.
 TK0058
 TK0058.The orthometric height was determined by differential leveling
 TK0058.and adjusted by the National Geodetic Survey in June 1991..
 TK0058
 TK0058.The geoid height was determined by GEOID03.
 TK0058
 TK0058.The dynamic height is computed by dividing the NAVD 88
 TK0058.geopotential number by the normal gravity value computed on the
 TK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0058.degrees latitude (g = 980.6199 gals.).
 TK0058
 TK0058.The modeled gravity was interpolated from observed gravity values.
 TK0058
 TK0058;                    North         East    Units  Estimated Accuracy
 TK0058;SPC MT       -   462,540.      686,570.      MT  (+/- 180 meters Scaled)
 TK0058
 TK0058                          SUPERSEDED SURVEY CONTROL
 TK0058
 TK0058  NGVD 29 (??/??/92)  698.101  (m)         2290.35   (f) ADJ UNCH    2 0
 TK0058
 TK0058.Superseded values are not recommended for survey control.
 TK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0058.See file dsdata.txt to determine how the superseded data were derived.
 TK0058
 TK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU975649(NAD 83)
 TK0058_MARKER: DB = BENCH MARK DISK
 TK0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0058_SP_SET: CULVERT
 TK0058_STAMPING: DD 274 1935
 TK0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0058
 TK0058  HISTORY     - Date     Condition        Report By
 TK0058  HISTORY     - 1935     MONUMENTED       CGS
 TK0058  HISTORY     - 1967     GOOD             NGS
 TK0058  HISTORY     - 19820323 MARK NOT FOUND   NGS
 TK0058
 TK0058                          STATION DESCRIPTION
 TK0058
 TK0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0058'4.2 MI SW FROM DODSON.
 TK0058'4.2 MILES SOUTHWEST OF DEPOT 4.2 MILES WEST ALONG U. S. HIGHWAY 2 FROM
 TK0058'DODSON, PHILLIPS COUNTY, 1.8 MILES WEST OF A BRIDGE OVER MILK RIVER,
 TK0058'AT A CULVERT, IN THE TOP OF NORTH CONCRETE HEAD WALL, 2 FEET WEST OF
 TK0058'THE EAST END, AND ABOUT 6 INCHES LOWER THAN THE HIGHWAY.  A STANDARD
 TK0058'DISK, STAMPED DD 274 1935.  NOTE-- WILL BE DESTROYED.
 TK0058
 TK0058                          STATION RECOVERY (1967)
 TK0058
 TK0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TK0058'RECOVERED IN GOOD CONDITION.
 TK0058
 TK0058                          STATION RECOVERY (1982)
 TK0058
 TK0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0059 ***********************************************************************
 TK0059  DESIGNATION -  DD 274 RESET
 TK0059  PID         -  TK0059
 TK0059  STATE/COUNTY-  MT/PHILLIPS
 TK0059  USGS QUAD   -  DODSON DAM (1964)
 TK0059
 TK0059                         *CURRENT SURVEY CONTROL
 TK0059  ___________________________________________________________________
 TK0059* NAD 83(1986)-  48 24 24.     (N)    108 19 49.     (W)     SCALED    
 TK0059* NAVD 88     -       698.54   (meters)    2291.8    (feet)  RESET     
 TK0059  ___________________________________________________________________
 TK0059  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TK0059
 TK0059  VERT ORDER  -  THIRD
 TK0059
 TK0059.The horizontal coordinates were scaled from a topographic map and have
 TK0059.an estimated accuracy of +/- 6 seconds.
 TK0059
 TK0059.The orthometric height was computed from unverified reset data.
 TK0059
 TK0059.The geoid height was determined by GEOID03.
 TK0059
 TK0059;                    North         East    Units  Estimated Accuracy
 TK0059;SPC MT       -   462,540.      686,570.      MT  (+/- 180 meters Scaled)
 TK0059
 TK0059                          SUPERSEDED SURVEY CONTROL
 TK0059
 TK0059.No superseded survey control is available for this station.
 TK0059
 TK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU975649(NAD 83)
 TK0059_MARKER: DB = BENCH MARK DISK
 TK0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0059_STAMPING: DD 274 RESET 1967
 TK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0059+STABILITY: SURFACE MOTION
 TK0059
 TK0059  HISTORY     - Date     Condition        Report By
 TK0059  HISTORY     - 1967     MONUMENTED       CGS
 TK0059
 TK0059                          STATION DESCRIPTION
 TK0059
 TK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TK0059'4.4 MI W FROM DODSON.
 TK0059'THE MARK IS ABOUT 40 YARDS EAST OF HIGHWAY MILE POST 450, 152 FEET
 TK0059'WEST OF THE SOUTH ONE OF DOUBLE TRANSMISSION LINE POLES NUMBER 177/5,
 TK0059'66 FEET SOUTH OF THE CENTER OF THE TRANSMISSION LINES, 36 FEET NORTH
 TK0059'OF THE CENTER OF THE PRESENT ROAD, 7 FEET NORTH OF A TELEPHONE POLE,
 TK0059'1.5 FEET NORTH OF THE FENCE AND 1.5 FEET NORTH OF A METAL WITNESS
 TK0059'POST.  THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH
 TK0059'PROJECTS 4 INCHES.  TO REACH FROM DODSON GO WEST ON HIGHWAY 2 FOR 2.5
 TK0059'MILES TO A STEEL BRIDGE OVER THE MILK RIVER, CONTINUE WEST 1.8 MILES
 TK0059'TO HIGHWAY MILE POST 450 AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0060 ***********************************************************************
 TK0060  DESIGNATION -  DDD 274
 TK0060  PID         -  TK0060
 TK0060  STATE/COUNTY-  MT/PHILLIPS
 TK0060  USGS QUAD   -  DODSON DAM (1964)
 TK0060
 TK0060                         *CURRENT SURVEY CONTROL
 TK0060  ___________________________________________________________________
 TK0060* NAD 83(1986)-  48 24 19.     (N)    108 16 57.     (W)     SCALED    
 TK0060* NAVD 88     -       697.435  (meters)    2288.17   (feet)  ADJUSTED  
 TK0060  ___________________________________________________________________
 TK0060  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TK0060  DYNAMIC HT  -         697.511 (meters)    2288.42  (feet)  COMP
 TK0060  MODELED GRAV-     980,697.6   (mgal)                       NAVD 88
 TK0060
 TK0060  VERT ORDER  -  FIRST     CLASS II
 TK0060
 TK0060.The horizontal coordinates were scaled from a topographic map and have
 TK0060.an estimated accuracy of +/- 6 seconds.
 TK0060
 TK0060.The orthometric height was determined by differential leveling
 TK0060.and adjusted by the National Geodetic Survey in June 1991..
 TK0060
 TK0060.The geoid height was determined by GEOID03.
 TK0060
 TK0060.The dynamic height is computed by dividing the NAVD 88
 TK0060.geopotential number by the normal gravity value computed on the
 TK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0060.degrees latitude (g = 980.6199 gals.).
 TK0060
 TK0060.The modeled gravity was interpolated from observed gravity values.
 TK0060
 TK0060;                    North         East    Units  Estimated Accuracy
 TK0060;SPC MT       -   462,440.      690,110.      MT  (+/- 180 meters Scaled)
 TK0060
 TK0060                          SUPERSEDED SURVEY CONTROL
 TK0060
 TK0060  NGVD 29 (??/??/92)  696.696  (m)         2285.74   (f) ADJ UNCH    1 2
 TK0060
 TK0060.Superseded values are not recommended for survey control.
 TK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0060.See file dsdata.txt to determine how the superseded data were derived.
 TK0060
 TK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU011649(NAD 83)
 TK0060_MARKER: DB = BENCH MARK DISK
 TK0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0060_SP_SET: CULVERT
 TK0060_STAMPING: DDD 274 1935
 TK0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0060
 TK0060  HISTORY     - Date     Condition        Report By
 TK0060  HISTORY     - 1935     MONUMENTED       CGS
 TK0060  HISTORY     - 1979     GOOD             NGS
 TK0060
 TK0060                          STATION DESCRIPTION
 TK0060
 TK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0060'1.9 MI SW FROM DODSON.
 TK0060'1.9 MILES SOUTHWEST OF DEPOT 1.9 MILES WEST ALONG U. S. HIGHWAY 2 FROM
 TK0060'DODSON, PHILLIPS COUNTY, 0.5 MILE NORTHEAST OF A BRIDGE OVER MILK
 TK0060'RIVER, 100 FEET SOUTH OF THE GREAT NORTHERN RAILWAY TRACK, AT A
 TK0060'CULVERT, IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL, AND
 TK0060'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED DDD 274 1935.
 TK0060
 TK0060                          STATION RECOVERY (1979)
 TK0060
 TK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0060'NOTE=THE ROAD IS NO LONGER U.S. HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0561 ***********************************************************************
 TL0561  DESIGNATION -  DEAD
 TL0561  PID         -  TL0561
 TL0561  STATE/COUNTY-  MT/TOOLE
 TL0561  USGS QUAD   -  DENSON RANCH (1970)
 TL0561
 TL0561                         *CURRENT SURVEY CONTROL
 TL0561  ___________________________________________________________________
 TL0561* NAD 83(1992)-  48 16 15.67100(N)    111 25 35.54244(W)     ADJUSTED  
 TL0561* NAVD 88     -      1063.7    (meters)    3490.     (feet)  VERT ANG  
 TL0561  ___________________________________________________________________
 TL0561  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 TL0561  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 TL0561
 TL0561  HORZ ORDER  -  FIRST
 TL0561
 TL0561.The horizontal coordinates were established by classical geodetic methods
 TL0561.and adjusted by the National Geodetic Survey in July 1992..
 TL0561
 TL0561.The orthometric height was determined by vertical angle observations.
 TL0561
 TL0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0561
 TL0561.The geoid height was determined by GEOID03.
 TL0561
 TL0561;                    North         East     Units Scale Factor Converg.
 TL0561;SPC MT       -   448,577.014   457,052.552   MT  0.99963491   -1 24 33.4
 TL0561;SPC MT       - 1,471,709.36  1,499,516.25   iFT  0.99963491   -1 24 33.4
 TL0561;UTM  12      - 5,346,511.579   468,349.107   MT  0.99961231   -0 19 06.0
 TL0561
 TL0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0561!SPC MT       -   0.99983562  x   0.99963491  =   0.99947059
 TL0561!UTM  12      -   0.99983562  x   0.99961231  =   0.99944799
 TL0561
 TL0561:                Primary Azimuth Mark                     Grid Az
 TL0561:SPC MT       -  DEAD AZ MK                               002 12 20.2
 TL0561:UTM  12      -  DEAD AZ MK                               001 06 52.8
 TL0561
 TL0561|---------------------------------------------------------------------|
 TL0561| PID    Reference Object                     Distance      Geod. Az  |
 TL0561|                                                           dddmmss.s |
 TL0561| AI2063 DEAD AZ MK                          APPROX. 0.7 KM 0004746.8 |
 TL0561| AI2061 DEAD RM 1                            18.735 METERS 22737     |
 TL0561| AI2062 DEAD RM 2                            17.050 METERS 30343     |
 TL0561|---------------------------------------------------------------------|
 TL0561
 TL0561                          SUPERSEDED SURVEY CONTROL
 TL0561
 TL0561  NAD 83(1986)-  48 16 15.67085(N)    111 25 35.53388(W) AD(       ) 1
 TL0561  NAD 27      -  48 16 15.73993(N)    111 25 32.55874(W) AD(       ) 1
 TL0561  NGVD 29 (07/19/86) 1062.8    (m)         3487.     (f) VERT ANG       
 TL0561
 TL0561.Superseded values are not recommended for survey control.
 TL0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0561.See file dsdata.txt to determine how the superseded data were derived.
 TL0561
 TL0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU6834946512(NAD 83)
 TL0561_MARKER: DS = TRIANGULATION STATION DISK
 TL0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0561_STAMPING: DEAD 1964
 TL0561_MARK LOGO: CGS   
 TL0561_PROJECTION: PROJECTING 20 CENTIMETERS
 TL0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 TL0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0561+STABILITY: SURFACE MOTION
 TL0561
 TL0561  HISTORY     - Date     Condition        Report By
 TL0561  HISTORY     - 1964     MONUMENTED       CGS
 TL0561  HISTORY     - 19810617 GOOD             NGS
 TL0561
 TL0561                          STATION DESCRIPTION
 TL0561
 TL0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0561'THE STATION IS ABOUT 18 MILES EAST OF LEDGER, 14-1/2 MILES
 TL0561'SOUTH-SOUTHWEST OF GALATA, 1-1/2 MILES EAST OF DEAD INDIAN
 TL0561'COULEE AND ON THE EAST RIGHT-OF-WAY OF A SECTION LINE ROAD.
 TL0561'
 TL0561'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LEDGER,
 TL0561'GO EAST ON A GRAVELED ROAD FOR 10.4 MILES TO A CROSSROAD
 TL0561'AT A SCHOOLHOUSE ON THE LEFT.  CONTINUE EAST FOR 3.95 MILES
 TL0561'TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A
 TL0561'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 4.1 MILE
 TL0561'TO A CROSSROAD AT THE AZIMUTH MARK.  TURN RIGHT AND GO SOUTH
 TL0561'ON THE SECTION LINE ROAD FOR 0.45 MILE TO THE STATION ON THE
 TL0561'LEFT.
 TL0561'
 TL0561'THE STATION MARK IS A STANDARD DISK, STAMPED DEAD 1964, SET
 TL0561'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0561'PROJECTING 8 INCHES.  IT IS ABOUT 8 FEET WEST OF THE WEST
 TL0561'EDGE OF A CULTIVATED FIELD AND 20.1 FEET EAST OF THE CENTERLINE
 TL0561'OF THE ROAD.
 TL0561'
 TL0561'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEAD NO 1 1964,
 TL0561'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0561'PROJECTING 10 INCHES.  IT IS 24.4 FEET WEST OF THE CENTERLINE
 TL0561'OF THE ROAD, 3 FEET EAST OF THE EAST EDGE OF A CULTIVATED
 TL0561'FIELD AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 TL0561'
 TL0561'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEAD NO 2 1964,
 TL0561'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0561'PROJECTING 8 INCHES.  IT IS 27.6 FEET WEST OF THE CENTERLINE
 TL0561'OF THE ROAD, 4 FEET EAST OF THE EAST EDGE OF THE CULTIVATED
 TL0561'FIELD AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 TL0561'
 TL0561'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEAD 1964, SET
 TL0561'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0561'PROJECTING 12 INCHES.  IT IS 63.7 FEET SOUTH OF THE CENTERLINE
 TL0561'OF AN EAST-WEST GRAVELED ROAD AND 28.0 FEET EAST OF THE
 TL0561'CENTERLINE OF THE SECTION LINE ROAD.
 TL0561
 TL0561                          STATION RECOVERY (1981)
 TL0561
 TL0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 TL0561'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 TL0561'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 TL0561'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1964 DATA.  DUE TO CHANGES
 TL0561'IN THE AREA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TL0561'THE STATION IS LOCATED ABOUT 18 MILES (29.0 KM) EAST OF LEDGER, 14 1/2
 TL0561'MILES SOUTH-SOUTHWEST OF GALATA, 1 1/2 MILES EAST OF DEAD INDIAN
 TL0561'COULEE AND ON SECTION LINE RIGHT-OF-WAY.  TO REACH THE STATION FROM
 TL0561'THE RAILROAD CROSSING IN LEDGER GO SOUTH ON STATE HIGHWAY 366 FOR
 TL0561'10.15 MILES (16.33 KM) TO A SCHOOL ON THE LEFT AND A CROSS ROAD.
 TL0561'CONTINUE AHEAD ON STATE HIGHWAY 366 FOR 8.85 MILES (14.24 KM) TO A
 TL0561'CROSS ROAD AND THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF
 TL0561'THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON THE SECTION LINE ROAD
 TL0561'FOR 0.4 MILE (0.6 KM) TO THE TOP OF THE RIZE AND THE STATION ON THE
 TL0561'LEFT.
 TL0561'THE STATION IS A STANDARD CGS DISK STAMPED,---DEAD 1964---, SET INTO
 TL0561'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER
 TL0561'PROJECTING 20 CM (8 INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED
 TL0561'0.92 METER (3.02 FT) WEST FROM THE WEST EDGE OF THE FIELD, 6.10 METERS
 TL0561'(20.01 FT) EAST FROM THE CENTER OF THE SECTION LINE ROAD, 0.61 METER
 TL0561'(2.00 FT) NORTH FROM A METAL WITNESS POST.  REFERENCE MARK NO 1 IS A
 TL0561'STANDARD CGS DISK STAMPED,---DEAD NO 1 1964---, SET INTO THE TOP OF A
 TL0561'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM
 TL0561'(4 INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED 7.32 METERS
 TL0561'(24.02 FT) WEST FROM THE CENTER OF THE SECTION LINE ROAD, 0.30 METER
 TL0561'(0.98 FT) EAST FROM THE EDGE OF THE FIELD, 0.30 METER (0.98 FT) NORTH
 TL0561'FROM A METAL WITNESS POST AND 0.30 METER (0.98 FT) HIGHER THAN THE
 TL0561'STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED,---DEAD
 TL0561'NO 2 1964---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12
 TL0561'INCHES) IN DIAMETER FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 TL0561'8.53 METERS (27.99 FT) WEST FROM THE CENTER OF THE SECTION LINE ROAD,
 TL0561'0.15 METER (0.49 FT) EAST FROM THE EDGE OF THE FIELD, 0.30 METER (0.98
 TL0561'FT) SOUTH FROM A METAL WITNESS POST AND 0.30 METER (0.98 FT) LOWER
 TL0561'THAN THE STATION. AZIMUTH MARK IS A STANDARD CGS DISK STAMPED,---DEAD
 TL0561'1964---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12
 TL0561'INCHES) IN DIAMETER PROJECTING 20 CM (8 INCHES) ABOVE THE GROUND.  THE
 TL0561'STATION IS LOCATED 8.53 METERS (27.99 FT) SOUTH FROM THE CENTER OF
 TL0561'STATE HIGHWAY 633, 19.51 METERS (64.01 FT) EAST FROM THE CENTER OF THE
 TL0561'SECTION LINE ROAD AND 0.52 METER (1.71 FT) SOUTH FROM A METAL WITNESS
 TL0561'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 TL0561'SECTION LINE ROAD FOR 0.4 MILE (0.6 KM) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0426 ***********************************************************************
 QV0426  DESIGNATION -  DEAD
 QV0426  PID         -  QV0426
 QV0426  STATE/COUNTY-  MT/ROSEBUD
 QV0426  USGS QUAD   -  LACEY GULCH (1967)
 QV0426
 QV0426                         *CURRENT SURVEY CONTROL
 QV0426  ___________________________________________________________________
 QV0426* NAD 83(1993)-  45 12 49.37030(N)    106 34 24.48207(W)     ADJUSTED  
 QV0426* NAVD 88     -      1221.7    (meters)    4008.     (feet)  VERTCON   
 QV0426  ___________________________________________________________________
 QV0426  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 QV0426  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QV0426
 QV0426  HORZ ORDER  -  THIRD
 QV0426
 QV0426.The horizontal coordinates were established by classical geodetic methods
 QV0426.and adjusted by the National Geodetic Survey in January 1997..
 QV0426
 QV0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0426
 QV0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0426
 QV0426.The geoid height was determined by GEOID03.
 QV0426
 QV0426;                    North         East     Units Scale Factor Converg.
 QV0426;SPC MT       -   111,407.468   829,807.007   MT  0.99987844   +2 08 26.8
 QV0426;SPC MT       -   365,510.07  2,722,463.93   iFT  0.99987844   +2 08 26.8
 QV0426;UTM  13      - 5,007,895.980   376,448.690   MT  0.99978769   -1 07 00.8
 QV0426
 QV0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0426!SPC MT       -   0.99981082  x   0.99987844  =   0.99968928
 QV0426!UTM  13      -   0.99981082  x   0.99978769  =   0.99959855
 QV0426
 QV0426                          SUPERSEDED SURVEY CONTROL
 QV0426
 QV0426  NAD 83(1992)-  45 12 49.36937(N)    106 34 24.48059(W) AD(       ) 3
 QV0426  NAD 83(1986)-  45 12 49.35190(N)    106 34 24.45780(W) AD(       ) 3
 QV0426  NGVD 29 (02/04/91) 1221.0    (m)         4006.     (f) VERT ANG       
 QV0426
 QV0426.Superseded values are not recommended for survey control.
 QV0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0426.See file dsdata.txt to determine how the superseded data were derived.
 QV0426
 QV0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL7644907896(NAD 83)
 QV0426_MARKER: DS = TRIANGULATION STATION DISK
 QV0426_SETTING: 80 = SET IN A BOULDER
 QV0426_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QV0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0426+STABILITY: SURFACE MOTION
 QV0426
 QV0426  HISTORY     - Date     Condition        Report By
 QV0426  HISTORY     - 1966     MONUMENTED       USGS
 QV0426
 QV0426                          STATION DESCRIPTION
 QV0426
 QV0426'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0426'STATION IS LOCATED ABOUT 7.5 MI. S. AND 3.5 MI. W. OF BIRNEY, NEAR
 QV0426'THE CENTER OF SEC. 22, T 7 S, R 42 E, ABOUT 500 FT. N. OF A Y-FENCE,
 QV0426'JUNCTION WHERE 3 FENCES COME TOGETHER AT APPROXIMATE 120 DEGREES
 QV0426'ANGLES AND ABOUT 200 FT. E. OF A TRACK RD., ON THE HIGHEST POINT OF
 QV0426'A HILL, A STANDARD TABLET CEMENTED IN A DRILL HOLE OF A BURIED
 QV0426'BOULDER, STAMPED---DEAD ET 1966---.
 QV0426'
 QV0426'TO REACH FROM BIRNEY POST OFFICE, GO SW. ALONG GRAVELED RD. FOR 7.6
 QV0426'MI. TO TRACK RD. S. (THIS T-RD. S. IS 0.2 MI. NE. OF THE BRIDGE OVER
 QV0426'THE TONGUE RIVER), TURN LEFT (S.) THROUGH GATE AND FOLLOW TRACK RD.
 QV0426'FOR 1.1 MI. TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.7 MI. TO
 QV0426'A WINDMILL.  GO PAST WINDMILL FOR 0.05 MI. TO A FORK IN RD.  TAKE
 QV0426'RIGHT FORK AND GO UP GRADE FOR 1.9 MI. TO FLAT BENCH AND RD. FORK,
 QV0426'TAKE LEFT FORK BEARING SE. AND FOLLOW RD. FOR 2.6 MI. TO A TOP ON
 QV0426'LEFT.  TURN LEFT (E.) FOR 0.05 MI. TO TOP AND STATION.
 QV0426'
 QV0426'RECOVERED BY USGS IN 1967.
 QV0426'
 QV0426'STATION MARK--STANDARD USGS TABLET CEMENTED IN DRILL HOLE IN BURIED
 QV0426'BOULDER, STAMPED---DEAD ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2063 ***********************************************************************
 AI2063  DESIGNATION -  DEAD AZ MK
 AI2063  PID         -  AI2063
 AI2063  STATE/COUNTY-  MT/TOOLE
 AI2063  USGS QUAD   -  DENSON RANCH (1970)
 AI2063
 AI2063                         *CURRENT SURVEY CONTROL
 AI2063  ___________________________________________________________________
 AI2063* NAD 83(1992)-  48 16 38.26340(N)    111 25 35.07200(W)     ADJUSTED  
 AI2063* NAVD 88     -      1051.4    (meters)    3449.     (feet)  VERT ANG  
 AI2063  ___________________________________________________________________
 AI2063  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AI2063  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 AI2063
 AI2063  HORZ ORDER  -  THIRD
 AI2063
 AI2063.The horizontal coordinates were established by classical geodetic methods
 AI2063.and adjusted by the National Geodetic Survey in December 2001..
 AI2063.No horizontal observational check was made to the station.
 AI2063
 AI2063.The orthometric height was determined by vertical angle observations.
 AI2063
 AI2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2063
 AI2063.The geoid height was determined by GEOID03.
 AI2063
 AI2063;                    North         East     Units Scale Factor Converg.
 AI2063;SPC MT       -   449,274.138   457,079.401   MT  0.99963735   -1 24 33.0
 AI2063;SPC MT       - 1,473,996.52  1,499,604.33   iFT  0.99963735   -1 24 33.0
 AI2063;UTM  12      - 5,347,209.071   468,362.678   MT  0.99961230   -0 19 05.7
 AI2063
 AI2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2063!SPC MT       -   0.99983755  x   0.99963735  =   0.99947495
 AI2063!UTM  12      -   0.99983755  x   0.99961230  =   0.99944991
 AI2063
 AI2063                          SUPERSEDED SURVEY CONTROL
 AI2063
 AI2063.No superseded survey control is available for this station.
 AI2063
 AI2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU6836347209(NAD 83)
 AI2063_MARKER: DZ = AZIMUTH MARK DISK
 AI2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2063_STAMPING: DEAD 1964
 AI2063_MARK LOGO: CGS   
 AI2063_PROJECTION: PROJECTING 20 CENTIMETERS
 AI2063_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2063+STABILITY: SURFACE MOTION
 AI2063
 AI2063  HISTORY     - Date     Condition        Report By
 AI2063  HISTORY     - 1964     MONUMENTED       CGS
 AI2063  HISTORY     - 19810617 GOOD             NGS
 AI2063
 AI2063                          STATION DESCRIPTION
 AI2063
 AI2063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AI2063'THE STATION IS LOCATED ABOUT 18 MILES (29.0 KM) EAST OF LEDGER, 14
 AI2063'MILES (22.5 KM) SOUTH OF GALATA, 1.5 MILES (2.4 KM) EAST OF DEAD
 AI2063'INDIAN COULEE AND ON ROAD RIGHT OF WAY.  TO REACH FROM STATION DEAD
 AI2063'1964 GO NORTH ON THE SECTION LINE ROAD FOR 0.4 MILE (0.6 KM) TO THE
 AI2063'JUNCTION OF STATE HIGHWAY 366 AND THE MARK ON THE RIGHT.  THE STATION
 AI2063'MARK IS A STANDARD CGS AZIMUTH MARK STAMPED DEAD 1964 SET IN THE TOP
 AI2063'OF A 30 CM ROUND CONCRETE MONUMENT THAT PROJECTS 20 CM ABOVE THE
 AI2063'GROUND SURFACE.  IT IS 8.53 M (27.99 FT) SOUTH OF THE CENTER OF THE
 AI2063'HIGHWAY, 19.51 EAST OF THE CENTER OF THE SECTION LINE ROAD AND 0.52 M
 AI2063'(1.71 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0582 ***********************************************************************
 QY0582  DESIGNATION -  DEADHORSE
 QY0582  PID         -  QY0582
 QY0582  STATE/COUNTY-  MT/BEAVERHEAD
 QY0582  USGS QUAD   -  TASH PEAK (1988)
 QY0582
 QY0582                         *CURRENT SURVEY CONTROL
 QY0582  ___________________________________________________________________
 QY0582* NAD 83(1992)-  45 20 19.23240(N)    113 14 07.93764(W)     ADJUSTED  
 QY0582* NAVD 88     -      2403.22   (+/-2cm)    7884.6    (feet)  VERTCON   
 QY0582  ___________________________________________________________________
 QY0582  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 QY0582  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 QY0582
 QY0582  HORZ ORDER  -  SECOND
 QY0582  VERT ORDER  -  THIRD ? (See Below)
 QY0582
 QY0582.The horizontal coordinates were established by classical geodetic methods
 QY0582.and adjusted by the National Geodetic Survey in July 1992..
 QY0582
 QY0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0582.The vertical order pertains to the NGVD 29 superseded value.
 QY0582
 QY0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0582
 QY0582.The geoid height was determined by GEOID03.
 QY0582
 QY0582;                    North         East     Units Scale Factor Converg.
 QY0582;SPC MT       -   127,978.912   307,370.498   MT  0.99981359   -2 43 57.2
 QY0582;SPC MT       -   419,878.32  1,008,433.39   iFT  0.99981359   -2 43 57.2
 QY0582;UTM  12      - 5,023,005.147   324,846.937   MT  0.99997721   -1 35 25.7
 QY0582
 QY0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0582!SPC MT       -   0.99962524  x   0.99981359  =   0.99943890
 QY0582!UTM  12      -   0.99962524  x   0.99997721  =   0.99960246
 QY0582
 QY0582|---------------------------------------------------------------------|
 QY0582| PID    Reference Object                     Distance      Geod. Az  |
 QY0582|                                                           dddmmss.s |
 QY0582| CN3389 DEADHORSE RM 1                        5.790 METERS 00555     |
 QY0582| CN3390 DEADHORSE RM 2                        5.205 METERS 15014     |
 QY0582| CN3388 DEADHORSE AZ MK                                    1985626.1 |
 QY0582|---------------------------------------------------------------------|
 QY0582
 QY0582                          SUPERSEDED SURVEY CONTROL
 QY0582
 QY0582  NAD 83(1986)-  45 20 19.23138(N)    113 14 07.93503(W) AD(       ) 2
 QY0582  NAD 27      -  45 20 19.50300(N)    113 14 04.75700(W) AD(       ) 2
 QY0582  NGVD 29 (07/19/86) 2401.83   (m)         7880.0    (f) LEVELING    3  
 QY0582
 QY0582.Superseded values are not recommended for survey control.
 QY0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0582.See file dsdata.txt to determine how the superseded data were derived.
 QY0582
 QY0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR2484723005(NAD 83)
 QY0582_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0582_SETTING: 66 = SET IN ROCK OUTCROP
 QY0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0582
 QY0582  HISTORY     - Date     Condition        Report By
 QY0582  HISTORY     - 1956     MONUMENTED       CGS
 QY0582  HISTORY     - 1960     GOOD             USGS
 QY0582
 QY0582                          STATION DESCRIPTION
 QY0582
 QY0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0582'THE STATION IS LOCATED ON THE SUMMIT OF A LOW BENCH WHICH LIES
 QY0582'ABOUT 31 MILES WEST-NORTHWEST OF DILLON, ABOUT 8 MILES
 QY0582'EAST-SOUTHEAST OF JACKSON AND ABOUT 0.6 MILE NORTH OF A POINT
 QY0582'WHERE THE ROAD CROSSES OVER BIGHOLE PASS.
 QY0582'
 QY0582'TO REACH FROM THE POST OFFICE AT DILLON.  GO SOUTH FOR ONE
 QY0582'BLOCK.  TURN RIGHT AND FOLLOW THE GRADED ROAD, TOWARD BADGER
 QY0582'PASS, FOR 16.5 MILES.  CONTINUE STRAIGHT AHEAD, AS PER THE
 QY0582'SIGN READING JACKSON, AND GO 6.1 MILES.  CROSS OVER THE BRIDGE
 QY0582'WHICH SPANS GRASSHOPPER CREEK AND CONTINUE WESTERLY FOR 10
 QY0582'MILES TO THE SUMMIT OF BIGHOLE PASS.  (THE AZIMUTH MARK LIES ON
 QY0582'THE LEFT HAND SIDE OF THE ROAD, AT THIS POINT) CONTINUE
 QY0582'STRAIGHT AHEAD, WEST, FOR 0.2 MILE.  TURN RIGHT, PASS THROUGH A
 QY0582'WIRE GATE AND GO NORTH AND EAST, UP THE STEEP GRASSY
 QY0582'SLOPE, FOR 0.6 MILE TO THE ROCKY BENCH AND THE STATION.
 QY0582'
 QY0582'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QY0582'DEADHORSE 1956.
 QY0582'
 QY0582'REFERENCE MARK 1 IS LOCATED ON THE CREST OF THE HILL AT ABOUT
 QY0582'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 10 INCHES,
 QY0582'AND THE DISK IS STAMPED DEADHORSE NO 1 1956.
 QY0582'
 QY0582'REFERENCE MARK 2 IS LOCATED ON THE EASTERLY SLOPE OF THE HILL
 QY0582'ABOUT 3 FEET LOWER THAN THE STATION.  IT PROJECTS 3 INCHES, AND
 QY0582'THE DISK IS STAMPED DEADHORSE NO 2 1956.
 QY0582'
 QY0582'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF A GRADED
 QY0582'ROAD, 6 FEET NORTHEAST OF A WIRE FENCE AND 3 FEET WEST OF A
 QY0582'WHITE 4 IN X 4 IN WITNESS POST.  IT PROJECTS 5 INCHES, AND THE
 QY0582'DISK IS STAMPED DEADHORSE 1956.
 QY0582
 QY0582                          STATION RECOVERY (1960)
 QY0582
 QY0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QY0582'STATION MARK - - PROJECTS 3 IN. AND THE DISK IS STAMPED---
 QY0582'DEADHORSE 1956 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0766 ***********************************************************************
 TH0766  DESIGNATION -  DEAL
 TH0766  PID         -  TH0766
 TH0766  STATE/COUNTY-  MT/SHERIDAN
 TH0766  USGS QUAD   -  
 TH0766
 TH0766                         *CURRENT SURVEY CONTROL
 TH0766  ___________________________________________________________________
 TH0766* NAD 83(1992)-  49 00 31.36568(N)    104 04 10.42311(W)     ADJUSTED  
 TH0766* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 TH0766  ___________________________________________________________________
 TH0766  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 TH0766  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TH0766
 TH0766  HORZ ORDER  -  THIRD
 TH0766
 TH0766.The horizontal coordinates were established by classical geodetic methods
 TH0766.and adjusted by the National Geodetic Survey in July 1992..
 TH0766
 TH0766.The orthometric height was scaled from a topographic map.
 TH0766
 TH0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0766
 TH0766.The geoid height was determined by GEOID03.
 TH0766
 TH0766;                    North         East     Units Scale Factor Converg.
 TH0766;SPC MT       -   542,603.206   996,969.506   MT  1.00000538   +3 58 20.6
 TH0766;SPC MT       - 1,780,194.25  3,270,897.33   iFT  1.00000538   +3 58 20.6
 TH0766;SPC ND N     -   229,399.505   338,930.539   MT  1.00006629   -2 39 22.4
 TH0766;SPC ND N     -   752,623.05  1,111,976.83   iFT  1.00006629   -2 39 22.4
 TH0766;UTM  13      - 5,428,841.362   568,042.301   MT  0.99965687   +0 42 08.4
 TH0766
 TH0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0766!SPC MT       -   0.99989264  x   1.00000538  =   0.99989802
 TH0766!SPC ND N     -   0.99989264  x   1.00006629  =   0.99995893
 TH0766!UTM  13      -   0.99989264  x   0.99965687  =   0.99954955
 TH0766
 TH0766:                Primary Azimuth Mark                     Grid Az
 TH0766:SPC MT       -  FINLEY                                   195 04 32.2
 TH0766:SPC ND N     -  FINLEY                                   201 42 15.2
 TH0766:UTM  13      -  FINLEY                                   198 20 44.4
 TH0766
 TH0766|---------------------------------------------------------------------|
 TH0766| PID    Reference Object                     Distance      Geod. Az  |
 TH0766|                                                           dddmmss.s |
 TH0766| TH0772 FINLEY                              APPROX. 4.8 KM 1990252.8 |
 TH0766|---------------------------------------------------------------------|
 TH0766
 TH0766                          SUPERSEDED SURVEY CONTROL
 TH0766
 TH0766  NAD 83(1986)-  49 00 31.36544(N)    104 04 10.42331(W) AD(       ) 3
 TH0766
 TH0766.Superseded values are not recommended for survey control.
 TH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0766.See file dsdata.txt to determine how the superseded data were derived.
 TH0766
 TH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6804228841(NAD 83)
 TH0766_MARKER: DD = SURVEY DISK
 TH0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0766+STABILITY: SURFACE MOTION
 TH0766
 TH0766  HISTORY     - Date     Condition        Report By
 TH0766  HISTORY     - 1911     MONUMENTED       IBC
 TH0766
 TH0766                          STATION DESCRIPTION
 TH0766
 TH0766'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0766'ABOUT TWO - THIRDS MILE NORTH OF INTERNATIONAL BOUNDARY MONUMENT 582,
 TH0766'IN NW 1/4 SECTION 3, TOWNSHIP 1, RANGE 16 W, SECOND MERIDIAN.  THE
 TH0766'STATION IS ON A FLAT - TOPPED HILL.
 TH0766'
 TH0766'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0766'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0609 ***********************************************************************
 QW0609  DESIGNATION -  DEAN
 QW0609  PID         -  QW0609
 QW0609  STATE/COUNTY-  MT/STILLWATER
 QW0609  USGS QUAD   -  BEEHIVE (1996)
 QW0609
 QW0609                         *CURRENT SURVEY CONTROL
 QW0609  ___________________________________________________________________
 QW0609* NAD 83(1992)-  45 26 20.23765(N)    109 42 04.67779(W)     ADJUSTED  
 QW0609* NAVD 88     -      1944.2    (meters)    6379.     (feet)  VERTCON   
 QW0609  ___________________________________________________________________
 QW0609  LAPLACE CORR-         -11.91  (seconds)                    DEFLEC99
 QW0609  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 QW0609
 QW0609  HORZ ORDER  -  THIRD
 QW0609
 QW0609.The horizontal coordinates were established by classical geodetic methods
 QW0609.and adjusted by the National Geodetic Survey in July 1992..
 QW0609
 QW0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0609
 QW0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0609
 QW0609.The geoid height was determined by GEOID03.
 QW0609
 QW0609;                    North         East     Units Scale Factor Converg.
 QW0609;SPC MT       -   132,162.371   584,253.558   MT  0.99976488   -0 08 50.1
 QW0609;SPC MT       -   433,603.58  1,916,842.38   iFT  0.99976488   -0 08 50.1
 QW0609;UTM  12      - 5,032,534.880   601,572.789   MT  0.99972685   +0 55 31.5
 QW0609
 QW0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0609!SPC MT       -   0.99969681  x   0.99976488  =   0.99946176
 QW0609!UTM  12      -   0.99969681  x   0.99972685  =   0.99942374
 QW0609
 QW0609:                Primary Azimuth Mark                     Grid Az
 QW0609:SPC MT       -  FISHTAIL                                 093 07 35.3
 QW0609:UTM  12      -  FISHTAIL                                 092 03 13.7
 QW0609
 QW0609|---------------------------------------------------------------------|
 QW0609| PID    Reference Object                     Distance      Geod. Az  |
 QW0609|                                                           dddmmss.s |
 QW0609| QW0607 FISHTAIL                            APPROX.16.7 KM 0925845.2 |
 QW0609|---------------------------------------------------------------------|
 QW0609
 QW0609                          SUPERSEDED SURVEY CONTROL
 QW0609
 QW0609  NAD 83(1986)-  45 26 20.23376(N)    109 42 04.65775(W) AD(       ) 3
 QW0609  NAD 27      -  45 26 20.44314(N)    109 42 02.03770(W) AD(       ) 3
 QW0609  NGVD 29 (07/19/86) 1943.2    (m)         6375.     (f) VERT ANG       
 QW0609
 QW0609.Superseded values are not recommended for survey control.
 QW0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0609.See file dsdata.txt to determine how the superseded data were derived.
 QW0609
 QW0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR0157332535(NAD 83)
 QW0609
 QW0609  HISTORY     - Date     Condition        Report By
 QW0609  HISTORY     - 1931     MONUMENTED       USGS
 QW0609  HISTORY     - 1952     GOOD             USGS
 QW0609
 QW0609                          STATION DESCRIPTION
 QW0609
 QW0609'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0609'RECOVERED AND REDESCRIBED AS FOLLOWS, STATION IS LOCATED IN
 QW0609'SW.1/4 SEC.36,R.16 E., T.4 S. IT IS ABOUT 47.3 FT. W. OF LONE TREE AND
 QW0609'41.5 FT. NW. OF MOST EASTERLY POINT OF GROUP OF TWO TREES.  STATION IS
 QW0609'1.50 MI. AIR N. OF DEAN, MONTANA, AND 6 MI. W. SW. OF NYE, MONTANA.
 QW0609'
 QW0609'TO REACH FROM SCHOOL AT DEAN, MONTANA, GO E. ON PAVED HIGHWAY 0.2 MI.
 QW0609'TO FARM RD. ON LEFT, TURN ONTO FARM RD., GO PAST RANCH HOUSE AND
 QW0609'FOLLOW RD. TO TOP OF HILL.  FOLLOW RD. W., THENCE N. ALONG TOP TO
 QW0609'HAYFIELD.  CROSS HAY FIELD TO GATE IN NE. CORNER OF FIELD.  GO
 QW0609'THROUGH GATE AND FOLLOW TRACK RD. UP HILL NE. TO RD. FORK.  TAKE RIGHT
 QW0609'FORK N. AND FOLLOW RD. TO GATE AT TOP OF GULCH. - 2.3 MI. TO GATE FROM
 QW0609'RD. FORK AT HIGHWAY.- TURN RIGHT IMMEDIATELY AFTER PASSING THROUGH
 QW0609'GATE AND GO ALONG RIDGE PASSING BETWEEN TWO VALLEYS TO STEEP AREA.
 QW0609'LEAVE VEHICLE AND CLIMB HILL AHEAD, N.  IT HAS ABOUT A 20 FT. CLIFF
 QW0609'0.9 MI. FROM GATE AT GULCH TO CLIFF.  STATION IS ON WESTERLY POINT OF
 QW0609'TOP.  NOT A DRIVE STATION.  USE 4-WHEEL DRIVE VEHICLE.
 QW0609'
 QW0609'STATION MARK - STANDARD TABLET STAMPED --- DEAN 1931 --- SET IN A ROCK
 QW0609'FORMATION LEVEL WITH GROUND.
 QW0609'
 QW0609'REFERENCE MARK - STANDARD REFERENCE TABLET STAMPED --- DEAN 1931 ---
 QW0609'SET IN ROCK, DISTANT 6.6 FT. N. 57 DEGREES E. -MAG-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0719 ***********************************************************************
 RV0719  DESIGNATION -  DEAN
 RV0719  PID         -  RV0719
 RV0719  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0719  USGS QUAD   -  BROADVIEW NE (1980)
 RV0719
 RV0719                         *CURRENT SURVEY CONTROL
 RV0719  ___________________________________________________________________
 RV0719* NAD 83(1992)-  46 11 26.47921(N)    108 46 51.21763(W)     ADJUSTED  
 RV0719* NAVD 88     -      1265.0    (meters)    4150.     (feet)  VERTCON   
 RV0719  ___________________________________________________________________
 RV0719  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 RV0719  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 RV0719
 RV0719  HORZ ORDER  -  FIRST
 RV0719
 RV0719.The horizontal coordinates were established by classical geodetic methods
 RV0719.and adjusted by the National Geodetic Survey in July 1992..
 RV0719
 RV0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0719
 RV0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0719
 RV0719.The geoid height was determined by GEOID03.
 RV0719
 RV0719;                    North         East     Units Scale Factor Converg.
 RV0719;SPC MT       -   215,918.210   655,483.839   MT  0.99949464   +0 31 33.7
 RV0719;SPC MT       -   708,393.08  2,150,537.53   iFT  0.99949464   +0 31 33.7
 RV0719;UTM  12      - 5,117,628.294   671,237.572   MT  0.99996046   +1 36 06.5
 RV0719
 RV0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0719!SPC MT       -   0.99980375  x   0.99949464  =   0.99929849
 RV0719!UTM  12      -   0.99980375  x   0.99996046  =   0.99976422
 RV0719
 RV0719|---------------------------------------------------------------------|
 RV0719| PID    Reference Object                     Distance      Geod. Az  |
 RV0719|                                                           dddmmss.s |
 RV0719| CQ5387 DEAN RM 1                             9.070 METERS 07107     |
 RV0719| CQ5386 DEAN AZ MK                                         1652014.4 |
 RV0719| CQ5389 DEAN RM 3                            10.590 METERS 17038     |
 RV0719|---------------------------------------------------------------------|
 RV0719
 RV0719                          SUPERSEDED SURVEY CONTROL
 RV0719
 RV0719  NAD 83(1986)-  46 11 26.47074(N)    108 46 51.19194(W) AD(       ) 1
 RV0719  NAD 27      -  46 11 26.63100(N)    108 46 48.65800(W) AD(       ) 1
 RV0719  NGVD 29 (07/19/86) 1264.1    (m)         4147.     (f) VERT ANG       
 RV0719
 RV0719.Superseded values are not recommended for survey control.
 RV0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0719.See file dsdata.txt to determine how the superseded data were derived.
 RV0719
 RV0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS7123817628(NAD 83)
 RV0719_MARKER: DS = TRIANGULATION STATION DISK
 RV0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0719
 RV0719  HISTORY     - Date     Condition        Report By
 RV0719  HISTORY     - 1939     MONUMENTED       CGS
 RV0719  HISTORY     - 1972     GOOD             NGS
 RV0719  HISTORY     - 1972     GOOD             NGS
 RV0719
 RV0719                          STATION DESCRIPTION
 RV0719
 RV0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 RV0719'ABOUT 10-1/2 MILES NORTHEAST OF BROADVIEW, NEAR THE
 RV0719'MUSSELSHELL-GOLDEN VALLEY COUNTY LINE, NEAR THE WEST END OF A
 RV0719'HIGH RIDGE TIMBERED ON THE NORTH AND WEST SIDES, 35 YARDS SOUTHEAST
 RV0719'OF A LARGE PINE, 35 YARDS EAST OF A TRUCK TRAIL ABOUT 0.15 MILE
 RV0719'NORTH-NORTHWEST OF POINT WHERE TRUCK TRAIL GOES NORTHWEST ACROSS
 RV0719'RIDGE, 80 YARDS EAST OF A NORTH-SOUTH FENCE, 100 YARDS WEST OF
 RV0719'ANOTHER NORTH-SOUTH FENCE, ABOUT 200 YARDS NORTH OF AN
 RV0719'EAST-WEST FENCE, 120 YARDS WEST-NORTHWEST OF A T-FENCE CORNER,
 RV0719'PROJECTING 8 INCHES ABOVE GROUND AND IS STAMPED DEAN 1939.  A
 RV0719'4- BY 4-INCH WHITE POST PROJECTING 0.80 METER IS 1.65 METERS
 RV0719'NORTH OF STATION.
 RV0719'
 RV0719'TO REACH FROM THE BROADVIEW BANK BUILDING IN BROADVIEW, GO
 RV0719'NORTH ON THE MAIN STREET FOR 0.4 MILE TO CROSSROADS, TURN RIGHT
 RV0719'(EAST) AND GO 0.6 MILE, TURN LEFT (NORTH) AND GO 4.0 MILES TO
 RV0719'T-ROAD EAST, THERE IS AN ABANDONED BUILDING TO THE SOUTHEAST,
 RV0719'TURN RIGHT (EAST) AND GO 4.0 MILES TO T-ROAD NORTH, H.W. DOTY
 RV0719'MAIL BOX ON LEFT (NORTH), TURN LEFT (NORTH) AND GO 1.1 MILES,
 RV0719'PASS ABANDONED BUILDINGS, CONTINUE NORTH 0.7 MILE, AT THIS
 RV0719'POINT THE ROAD GOES TO THE NORTHWEST ACROSS RIDGE, FOLLOW ROAD
 RV0719'FOR 0.15 MILE, STATION IS 35 YARDS EAST.
 RV0719'
 RV0719'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RV0719'BRONZE DISKS SET IN CONCRETE.
 RV0719'
 RV0719'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 RV0719'PROJECTS 9 INCHES ABOVE GROUND, AND IS STAMPED DEAN NO. 1 1939.
 RV0719'
 RV0719'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN STATION, PROJECTS
 RV0719'8 INCHES ABOVE GROUND, AND IS STAMPED DEAN NO. 2 1939.
 RV0719'
 RV0719'AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHEAST OF STATION ON THE WEST
 RV0719'SIDE OF ROAD IN A NORTH-SOUTH FENCE LINE, AND IS STAMPED DEAN 1939.
 RV0719
 RV0719                          STATION RECOVERY (1972)
 RV0719
 RV0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RV0719'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND THE AZIMUTH MARK
 RV0719'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 RV0719'AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE
 RV0719'EARLIER 1972 OBSERVATIONS.  THE 1972 RECOVERY NOTE IS COMPLETE AND
 RV0719'ADEQUATE.
 RV0719'
 RV0719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 RV0719'NORTHEAST OF BROADVIEW.
 RV0719
 RV0719                          STATION RECOVERY (1972)
 RV0719
 RV0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RV0719'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 RV0719'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD EVIDENTLY
 RV0719'BEEN STRUCK BY HEAVY MACHINERY OR OTHER EQUIPMENT AND DESTROYED.
 RV0719'REFERENCE MARK NO. 3 WAS ESTABLISHED.
 RV0719'
 RV0719'THE STATION IS 21 MILES SOUTHWEST OF ROUNDUP, 10-1/2 MILES SOUTHEAST
 RV0719'OF LAVINA, 8 MILES NORTHEAST OF BROADVIEW, IN SECTION 12, T 5 N,
 RV0719'R 23 E, AND ON THE WESTERN EDGE OF AN EAST-WEST RIDGE, NEAR THE
 RV0719'TREELINE ON THE NORTHERN SIDE OF THE RIDGE.  100 YARDS WEST OF A
 RV0719'NORTH-SOUTH FENCE, ON A SMALL HUMP WHICH DECLINES GENTLY TO THE
 RV0719'SOUTH WITH A STEEPER DECLINE TO THE NORTH.  THERE IS HIGHER
 RV0719'GROUND TO THE EAST, BUT LOWER TO THE WEST.
 RV0719'
 RV0719'TO REACH FROM THE POST OFFICE IN BROADVIEW, GO NORTH FOR 1 BLOCK ON
 RV0719'STATE HIGHWAY 3, TURN RIGHT AND FOLLOW COUNTY ROAD 328 EAST FOR
 RV0719'0.6 MILE, TURN LEFT AND GO NORTH 4.0 MILES, TURN RIGHT AND GO
 RV0719'EAST 4.0 MILES TO A ROAD LEFT, TURN LEFT AND GO NORTH 1.7 MILES
 RV0719'TO THE AZIMUTH MARK ON THE LEFT, 75 YARDS NORTH OF THE TOP OF A
 RV0719'STEEP INCLINE, CONTINUE NORTH 0.1 MILE TO A GATE ON THE RIGHT,
 RV0719'(ROAD BEARS NORTHWEST FROM THIS POINT), FOLLOW THE ROAD
 RV0719'NORTHWEST 0.15 MILES TO THE SUMMIT OF THE RIDGE AND THE STATION.
 RV0719'
 RV0719'THE STATION MARK, STAMPED DEAN 1939, IS A STANDARD DISK SET IN A
 RV0719'SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 110 YARDS
 RV0719'WEST-NORTHWEST OF A T-FENCE CORNER, 67 FEET WEST-SOUTHWEST OF A
 RV0719'SPLIT-TRUNK PINE TREE, 41 YARDS EAST-NORTHEAST OF TWO PINE TREES
 RV0719'GROWING FROM 1 STUMP, 32 YARDS NORTHEAST OF THE ROAD AND 3 FEET
 RV0719'SOUTH OF A METAL WITNESS POST.
 RV0719'
 RV0719'REFERENCE MARK NO. 1, STAMPED DEAN NO 1 1939, IS A STANDARD DISK
 RV0719'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 45
 RV0719'FEET SOUTH OF THREE PINE TREES GROWING IN ONE CLUMP, 37 FEET
 RV0719'WEST-SOUTHWEST OF A SPLIT-TRUNK PINE TREE AND ABOUT THE SAME
 RV0719'ELEVATION AS THE STATION.
 RV0719'
 RV0719'REFERENCE MARK NO. 3, STAMPED DEAN NO 3 1939 1972, IS A STANDARD
 RV0719'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.
 RV0719'IT IS ON THE SOUTHERN SLOPE OF THE RIDGE AND ABOUT 2 FEET LOWER
 RV0719'THAN THE STATION MARK.
 RV0719'
 RV0719'THE AZIMUTH MARK, STAMPED DEAN 1939, IS A STANDARD DISK SET IN A
 RV0719'SQUARE CONCRETE POST WHICH PROJECTS 9 INCHES.  IT IS AT THE POINT
 RV0719'WHERE THE TRACK ROAD BEGINS A DECLINE TO THE SOUTH AND 75 YARDS
 RV0719'NORTH OF A STEEP DECLINE TO THE SOUTH, 58.5 FEET WEST OF A FENCE,
 RV0719'28 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 1.5 FEET NORTH
 RV0719'OF A METAL WITNESS POST.
 RV0719'
 RV0719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 RV0719'NORTHEAST OF BROADVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0513 ***********************************************************************
 ST0513  DESIGNATION -  DEARBORN
 ST0513  PID         -  ST0513
 ST0513  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0513  USGS QUAD   -  STEAMBOAT MOUNTAIN (1995)
 ST0513
 ST0513                         *CURRENT SURVEY CONTROL
 ST0513  ___________________________________________________________________
 ST0513* NAD 83(1992)-  47 17 21.02000(N)    112 33 27.91199(W)     ADJUSTED  
 ST0513* NAVD 88     -      2527.6    (meters)    8293.     (feet)  VERTCON   
 ST0513  ___________________________________________________________________
 ST0513  LAPLACE CORR-         -11.42  (seconds)                    DEFLEC99
 ST0513  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 ST0513
 ST0513  HORZ ORDER  -  SECOND
 ST0513
 ST0513.The horizontal coordinates were established by classical geodetic methods
 ST0513.and adjusted by the National Geodetic Survey in July 1992..
 ST0513
 ST0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0513
 ST0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0513
 ST0513.The geoid height was determined by GEOID03.
 ST0513
 ST0513;                    North         East     Units Scale Factor Converg.
 ST0513;SPC MT       -   342,217.969   368,893.749   MT  0.99940426   -2 14 12.3
 ST0513;SPC MT       - 1,122,762.37  1,210,281.33   iFT  0.99940426   -2 14 12.3
 ST0513;UTM  12      - 5,238,476.264   382,212.528   MT  0.99977051   -1 08 41.1
 ST0513
 ST0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0513!SPC MT       -   0.99960598  x   0.99940426  =   0.99901048
 ST0513!UTM  12      -   0.99960598  x   0.99977051  =   0.99937658
 ST0513
 ST0513|---------------------------------------------------------------------|
 ST0513| PID    Reference Object                     Distance      Geod. Az  |
 ST0513|                                                           dddmmss.s |
 ST0513| CN3392 DEARBORN RM 1                        10.119 METERS 14053     |
 ST0513| ST0517 SILVER KING MOUNTAIN LOT            APPROX.19.5 KM 1732252.4 |
 ST0513| CN3391 DEARBORN AZ MK                                     2255304.1 |
 ST0513| CN3393 DEARBORN RM 2                         4.300 METERS 23216     |
 ST0513| ST0514 STEAMBOAT MTN LOOKOUT HOUSE         APPROX. 7.0 KM 2861832.9 |
 ST0513|---------------------------------------------------------------------|
 ST0513
 ST0513                          SUPERSEDED SURVEY CONTROL
 ST0513
 ST0513  NAD 83(1986)-  47 17 21.02567(N)    112 33 27.89730(W) AD(       ) 2
 ST0513  NAD 27      -  47 17 21.22680(N)    112 33 24.78880(W) AD(       ) 2
 ST0513  NGVD 29 (07/19/86) 2526.4    (m)         8289.     (f) VERT ANG       
 ST0513
 ST0513.Superseded values are not recommended for survey control.
 ST0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0513.See file dsdata.txt to determine how the superseded data were derived.
 ST0513
 ST0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT8221338476(NAD 83)
 ST0513_MARKER: Z = SEE DESCRIPTION
 ST0513_SETTING: 0 = UNSPECIFIED SETTING
 ST0513
 ST0513  HISTORY     - Date     Condition        Report By
 ST0513  HISTORY     - 1960     MONUMENTED       CGS
 ST0513
 ST0513                          STATION DESCRIPTION
 ST0513
 ST0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0513'STATION IS LOCATED, AIRLINE, ABOUT 19 MILES WEST OF BOWMANS
 ST0513'CORNER, 16 MILES SOUTHWEST OF AUGUSTA, 3-1/2 MILES SOUTH OF
 ST0513'THE ELK CREEK RANGER STATION AND 2 MILES NORTHWEST OF THE
 ST0513'DEARBORN RIVER.  IT IS ON THE EAST EDGE AND HIGHEST POINT OF A
 ST0513'PROMINENT JAGGED, ROCKY RIDGE KNOWN AS STEAMBOAT MOUNTAIN.
 ST0513'THE MOUNTAIN HAS HIGH CLIFFS ON THE NORTH, EAST AND SOUTH SIDES
 ST0513'BUT THE SOUTHWEST SIDE SLOPES GRADUALLY AND HAS TIMBER ON
 ST0513'IT.  STEAMBOAT MTN LOOKOUT HOUSE IS ON A SHARP PEAK ON THE
 ST0513'WEST END OF THE RIDGE, ABOUT 4-1/2 MILES DISTANT.
 ST0513'
 ST0513'STATION WAS REACHED BY HELICOPTER.  A GOOD LANDING AND CAMPING
 ST0513'AREA IS IN A GRASSY SADDLE ABOUT 1/4 MILE SOUTHWEST OF THE
 ST0513'STATION.  A 5 MINUTE PACK TO THE TOP.  WATER IS AVAILABLE IN
 ST0513'THE SADDLE.
 ST0513'
 ST0513'STATION MARK IS A 1 INCH BRASS PLUG WITH A SMALL TRIANGLE AND
 ST0513'USGS STAMPED ON IT, CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK.
 ST0513'THE PLUG PROJECTS 2 INCHES.  IT IS ABOUT 16 FEET WEST OF THE
 ST0513'EDGE OF THE CLIFF AND 16 FEET SOUTH OF THE EDGE OF THE CLIFF.
 ST0513'
 ST0513'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEARBORN USGS
 ST0513'NO 1 1960, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 ST0513'GROUND SURFACE AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 ST0513'IT IS 1 FOOT WEST OF THE EAST EDGE OF THE CLIFF.
 ST0513'
 ST0513'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEARBORN USGS
 ST0513'NO 2 1960, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 ST0513'THE GROUND SURFACE AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 ST0513'IT IS 10 FEET SOUTH OF THE NORTH EDGE OF THE CLIFF.
 ST0513'
 ST0513'AZIMUTH MARK IS A STANDARD DISK, STAMPED DEARBORN USGS 1960,
 ST0513'CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT BOULDER THAT PROJECTS
 ST0513'1-1/2 FEET.  IT IS 1/4 MILE SOUTHWEST OF THE STATION, 130 FEET
 ST0513'SOUTHWEST OF THE TOP CENTER OF THE SADDLE, 126 FEET NORTHWEST
 ST0513'OF A TRIANGULAR BLAZE ON A LEANING TREE AND 5 FEET EAST OF
 ST0513'A 3 FOOT HIGH CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0427 ***********************************************************************
 QV0427  DESIGNATION -  DECKER
 QV0427  PID         -  QV0427
 QV0427  STATE/COUNTY-  MT/BIG HORN
 QV0427  USGS QUAD   -  PEARL SCHOOL (1978)
 QV0427
 QV0427                         *CURRENT SURVEY CONTROL
 QV0427  ___________________________________________________________________
 QV0427* NAD 83(1993)-  45 02 49.69850(N)    106 58 52.01889(W)     ADJUSTED  
 QV0427* NAVD 88     -      1314.0    (meters)    4311.     (feet)  VERTCON   
 QV0427  ___________________________________________________________________
 QV0427  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 QV0427  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 QV0427
 QV0427  HORZ ORDER  -  THIRD
 QV0427
 QV0427.The horizontal coordinates were established by classical geodetic methods
 QV0427.and adjusted by the National Geodetic Survey in January 1997..
 QV0427
 QV0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0427
 QV0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0427
 QV0427.The geoid height was determined by GEOID03.
 QV0427
 QV0427;                    North         East     Units Scale Factor Converg.
 QV0427;SPC MT       -    91,793.411   798,403.335   MT  0.99997203   +1 50 33.3
 QV0427;SPC MT       -   301,159.48  2,619,433.51   iFT  0.99997203   +1 50 33.3
 QV0427;UTM  13      - 4,990,096.104   343,985.815   MT  0.99989930   -1 24 08.3
 QV0427
 QV0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0427!SPC MT       -   0.99979623  x   0.99997203  =   0.99976827
 QV0427!UTM  13      -   0.99979623  x   0.99989930  =   0.99969555
 QV0427
 QV0427                          SUPERSEDED SURVEY CONTROL
 QV0427
 QV0427  NAD 83(1992)-  45 02 49.68882(N)    106 58 52.00594(W) AD(       ) 3
 QV0427  NAD 83(1986)-  45 02 49.68691(N)    106 58 51.99943(W) AD(       ) 3
 QV0427  NGVD 29 (02/04/91) 1313.3    (m)         4309.     (f) VERT ANG       
 QV0427
 QV0427.Superseded values are not recommended for survey control.
 QV0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0427.See file dsdata.txt to determine how the superseded data were derived.
 QV0427
 QV0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4398690096(NAD 83)
 QV0427_MARKER: DS = TRIANGULATION STATION DISK
 QV0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0427+STABILITY: SURFACE MOTION
 QV0427
 QV0427  HISTORY     - Date     Condition        Report By
 QV0427  HISTORY     - 1966     MONUMENTED       USGS
 QV0427
 QV0427                          STATION DESCRIPTION
 QV0427
 QV0427'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QV0427'LOCATED ABOUT 2.5 MI. N. AND 5.6 MI. W. OF DECKER POST OFFICE ON
 QV0427'THE SE. END OF A LONG FLAT MESA BETWEEN TANNER AND SQUIRREL CREEKS.
 QV0427'
 QV0427'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 87 AND WYOMING HIGHWAY 1706
 QV0427'AT N. END OF SHERIDAN, WYOMING, PROCEED N. ON WYOMING 1706 FOR 11.0
 QV0427'MI. TO GRAVEL RD. NW.  TURN LEFT (NW.) AND PROCEED 1.1 MI. TO RD.
 QV0427'FORK.  TURN RIGHT (N.) AND PROCEED 6.2 MI. TO RD. FORK.  TURN RIGHT
 QV0427'(N.) AND PROCEED 1.1 MI. TO FARM YARD.  PASS THRU YARD, CROSS DRAIN
 QV0427'AND PROCEED 1.1 MI. TO DIM TRACK RD. RIGHT.  TURN RIGHT (E.) AND
 QV0427'PROCEED 0.6 MI. TO RD. FORK.  TAKE LEFT FORK AND PROCEED 0.2 MI.
 QV0427'HERE LEAVE RD. AND PROCEED N. CROSS COUNTRY AND UP THE MESA N. AND
 QV0427'E. 0.4 MI. TO SE. END OF MESA AND STATION.
 QV0427'
 QV0427'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.2
 QV0427'FT., STAMPED---DECKER ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1102 ***********************************************************************
 SU1102  DESIGNATION -  DEEMER ET
 SU1102  PID         -  SU1102
 SU1102  STATE/COUNTY-  MT/SANDERS
 SU1102  USGS QUAD   -  PARADISE (1984)
 SU1102
 SU1102                         *CURRENT SURVEY CONTROL
 SU1102  ___________________________________________________________________
 SU1102* NAD 83(1992)-  47 29 00.25525(N)    114 46 10.46506(W)     ADJUSTED  
 SU1102* NAVD 88     -      1906.6    (meters)    6255.     (feet)  VERTCON   
 SU1102  ___________________________________________________________________
 SU1102  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 SU1102  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 SU1102
 SU1102  HORZ ORDER  -  THIRD
 SU1102
 SU1102.The horizontal coordinates were established by classical geodetic methods
 SU1102.and adjusted by the National Geodetic Survey in July 1992..
 SU1102
 SU1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1102
 SU1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1102
 SU1102.The geoid height was determined by GEOID03.
 SU1102
 SU1102;                    North         East     Units Scale Factor Converg.
 SU1102;SPC MT       -   372,635.137   203,373.611   MT  0.99942637   -3 51 17.0
 SU1102;SPC MT       - 1,222,556.22    667,236.26   iFT  0.99942637   -3 51 17.0
 SU1102;UTM  11      - 5,261,296.607   668,030.364   MT  0.99994698   +1 38 39.8
 SU1102
 SU1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1102!SPC MT       -   0.99970367  x   0.99942637  =   0.99913021
 SU1102!UTM  11      -   0.99970367  x   0.99994698  =   0.99965067
 SU1102
 SU1102                          SUPERSEDED SURVEY CONTROL
 SU1102
 SU1102  NAD 83(1986)-  47 29 00.26350(N)    114 46 10.45403(W) AD(       ) 3
 SU1102  NGVD 29 (03/27/92) 1905.4    (m)         6251.     (f) VERT ANG       
 SU1102
 SU1102.Superseded values are not recommended for survey control.
 SU1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1102.See file dsdata.txt to determine how the superseded data were derived.
 SU1102
 SU1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN6803061297(NAD 83)
 SU1102
 SU1102  HISTORY     - Date     Condition        Report By
 SU1102  HISTORY     - 1956     MONUMENTED       USGS
 SU1102  HISTORY     - 1964     GOOD             USGS
 SU1102
 SU1102                          STATION DESCRIPTION
 SU1102
 SU1102'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1102'STATION LOCATED APPROXIMATELY 6 MI. AIRLINE NE. OF PLAINS,
 SU1102'MONTANA, APPROXIMATELY 2 MI. AIRLINE S. OF RAINBOW LAKE AND
 SU1102'ON THE HIGHEST POINT OF A TIMBERED TOP WHICH IS THE HIGHEST
 SU1102'POINT IN THE VICINITY.  REACHED BY HELICOPTER.
 SU1102'
 SU1102'STATION MARK - - STANDARD TABLET, CEMENTED IN OUTCROPPING
 SU1102'ROCK, AND STAMPED--- DEEMER, 1956 ET 1964 ---.
 SU1102'
 SU1102'REFERENCE MARK NO.1 - - TRIANGULAR BLAZE IN A TREE ON E.
 SU1102'SIDE OF RIDGE, 14.40 FT. FROM STATION.  (AZIMUTH NOT
 SU1102'OBSERVED.)
 SU1102'
 SU1102'REFERENCE MARK NO. 2  - - TRIANGULAR BLAZE IN A TREE ON W.
 SU1102'SIDE OF RIDGE, 9.80 FT. FROM STATION.  (AZIMUTH NOT
 SU1102'OBSERVED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0478 ***********************************************************************
 ST0478  DESIGNATION -  DEEP
 ST0478  PID         -  ST0478
 ST0478  STATE/COUNTY-  MT/TETON
 ST0478  USGS QUAD   -  CHOTEAU (1987)
 ST0478
 ST0478                         *CURRENT SURVEY CONTROL
 ST0478  ___________________________________________________________________
 ST0478* NAD 83(1992)-  47 46 40.05098(N)    112 12 29.13097(W)     ADJUSTED  
 ST0478* NAVD 88     -      1270.7    (meters)    4169.     (feet)  VERTCON   
 ST0478  ___________________________________________________________________
 ST0478  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 ST0478  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 ST0478
 ST0478  HORZ ORDER  -  SECOND
 ST0478
 ST0478.The horizontal coordinates were established by classical geodetic methods
 ST0478.and adjusted by the National Geodetic Survey in July 1992..
 ST0478
 ST0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0478
 ST0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0478
 ST0478.The geoid height was determined by GEOID03.
 ST0478
 ST0478;                    North         East     Units Scale Factor Converg.
 ST0478;SPC MT       -   395,507.542   397,186.936   MT  0.99948191   -1 58 51.5
 ST0478;SPC MT       - 1,297,596.92  1,303,106.75   iFT  0.99948191   -1 58 51.5
 ST0478;UTM  12      - 5,292,309.838   409,496.105   MT  0.99970065   -0 53 40.9
 ST0478
 ST0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0478!SPC MT       -   0.99980310  x   0.99948191  =   0.99928512
 ST0478!UTM  12      -   0.99980310  x   0.99970065  =   0.99950381
 ST0478
 ST0478:                Primary Azimuth Mark                     Grid Az
 ST0478:SPC MT       -  CHOTEAU HIGH SCHOOL STACK                022 36 57.1
 ST0478:UTM  12      -  CHOTEAU HIGH SCHOOL STACK                021 31 46.5
 ST0478
 ST0478|---------------------------------------------------------------------|
 ST0478| PID    Reference Object                     Distance      Geod. Az  |
 ST0478|                                                           dddmmss.s |
 ST0478| ST0480 CHOTEAU HIGH SCHOOL STACK           APPROX. 3.9 KM 0203805.6 |
 ST0478| ST0479 CHOTEAU MUN AIRPORT BEACON          APPROX. 5.9 KM 0294630.6 |
 ST0478| SS1479 ATT TETON RIDGE MICROWAVE TWR       APPROX.21.5 KM 0804352.8 |
 ST0478| CN5047 T23N R5W SECS 1 2 1/4 COR 60.7                     0943452.4 |
 ST0478| CN3394 DEEP RM 1                             7.868 METERS 14721     |
 ST0478| CN3395 DEEP RM 2                             6.859 METERS 26140     |
 ST0478|---------------------------------------------------------------------|
 ST0478
 ST0478                          SUPERSEDED SURVEY CONTROL
 ST0478
 ST0478  NAD 83(1986)-  47 46 40.05752(N)    112 12 29.11608(W) AD(       ) 2
 ST0478  NAD 27      -  47 46 40.22790(N)    112 12 26.04490(W) AD(       ) 2
 ST0478  NGVD 29 (07/19/86) 1269.7    (m)         4166.     (f) VERT ANG       
 ST0478
 ST0478.Superseded values are not recommended for survey control.
 ST0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0478.See file dsdata.txt to determine how the superseded data were derived.
 ST0478
 ST0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT0949692310(NAD 83)
 ST0478_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0478
 ST0478  HISTORY     - Date     Condition        Report By
 ST0478  HISTORY     - 1960     MONUMENTED       CGS
 ST0478  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ST0478  HISTORY     - 1974     SEE DESCRIPTION  NGS
 ST0478
 ST0478                          STATION DESCRIPTION
 ST0478
 ST0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0478'THE STATION IS ON THE SOUTHEAST END OF A NORTHWEST-SOUTHEAST
 ST0478'RIDGE (THE FIRST HIGH ONE SOUTH OF CHOTEAU).  THERE IS A LARGE
 ST0478'LETTER C (FORMED BY WHITE PAINTED ROCKS) ON THE EAST SLOPE OF
 ST0478'THE RIDGE.  IT IS ABOUT 2-1/2 MILES SOUTHWEST OF CHOTEAU AND
 ST0478'1/2 MILE WEST OF STATE HIGHWAY 287 AND ON LAND OWNED BY MRS.
 ST0478'LAURETTE HANUSA.
 ST0478'
 ST0478'TO REACH THE STATION FROM THE POST OFFICE IN CHOTEAU, GO SOUTH
 ST0478'ON STATE HIGHWAY 287 FOR 2.8 MILES TO A DIRT CROSSROADS AND
 ST0478'THE AZIMUTH MARK (1/4 S1 60.7 R.M. (BLM) ON THE LEFT, TURN
 ST0478'RIGHT, THROUGH A GATE, AND GO SOUTHWEST ON TRACK ROAD FOR 0.1
 ST0478'MILE TO A FORK, TURN RIGHT AND GO 0.75 MILE (UP DRAW TO THE
 ST0478'SOUTH OF STATION HILL), TURN RIGHT AND GO 0.4 MILE TO THE
 ST0478'TOP OF THE RIDGE, TURN RIGHT AND FOLLOW TOP OF RIDGE FOR 0.2
 ST0478'MILE TO THE STATION.
 ST0478'
 ST0478'THE STATION MARKS ARE STANDARD DISKS, STAMPED DEEP 1960.  THE
 ST0478'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 ST0478'POST PROJECTING 5 INCHES.  IT IS 44 FEET WEST-NORTHWEST OF THE
 ST0478'SOUTHEAST END OF THE RIDGE AND 13 FEET NORTHEAST OF THE
 ST0478'SOUTHWEST EDGE OF THE RIDGE.  THE UNDERGROUND DISK IS SET
 ST0478'IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 ST0478'SURFACE.
 ST0478'
 ST0478'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEEP NO 1 1960,
 ST0478'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING LEDGE OF BEDROCK.
 ST0478'IT IS 27 FEET WEST-SOUTHWEST OF THE SOUTHEAST END OF THE RIDGE
 ST0478'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 ST0478'
 ST0478'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEEP NO 2 1960,
 ST0478'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ON THE SOUTH
 ST0478'SLOPE OF THE RIDGE AND ABOUT 30 INCHES LOWER THAN THE STATION.
 ST0478'
 ST0478'1/4 S1 60.7 R.M. (BLM) IS A U.S. CADASTRAL SURVEY (BUREAU
 ST0478'OF LAND MANAGEMENT) DISK, STAMPED 1/4 SL 60.7 R.M. 1949,
 ST0478'RIVETED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 10
 ST0478'INCHES.  IT IS 259 FEET NORTH OF THE CENTER OF A SIDE ROAD,
 ST0478'56 FEET EAST OF THE CENTER OF THE HIGHWAY, 32 FEET WEST-SOUTHWEST
 ST0478'OF A TELEPHONE LINE POLE AND 6 FEET EAST OF A FENCE.
 ST0478
 ST0478                          STATION RECOVERY (1961)
 ST0478
 ST0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0478'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ST0478
 ST0478                          STATION RECOVERY (1974)
 ST0478
 ST0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ST0478'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 ST0478'DESCRIBED.
 ST0478'
 ST0478'THE ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0541 ***********************************************************************
 QY0541  DESIGNATION -  DEER
 QY0541  PID         -  QY0541
 QY0541  STATE/COUNTY-  MT/BEAVERHEAD
 QY0541  USGS QUAD   -  BANNACK (1988)
 QY0541
 QY0541                         *CURRENT SURVEY CONTROL
 QY0541  ___________________________________________________________________
 QY0541* NAD 83(1992)-  45 14 35.10255(N)    112 58 22.51191(W)     ADJUSTED  
 QY0541* NAVD 88     -      2082.2    (meters)    6831.     (feet)  VERTCON   
 QY0541  ___________________________________________________________________
 QY0541  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 QY0541  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 QY0541
 QY0541  HORZ ORDER  -  THIRD
 QY0541
 QY0541.The horizontal coordinates were established by classical geodetic methods
 QY0541.and adjusted by the National Geodetic Survey in July 1992..
 QY0541
 QY0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0541
 QY0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0541
 QY0541.The geoid height was determined by GEOID03.
 QY0541
 QY0541;                    North         East     Units Scale Factor Converg.
 QY0541;SPC MT       -   116,420.573   327,458.314   MT  0.99986279   -2 32 25.6
 QY0541;SPC MT       -   381,957.26  1,074,338.30   iFT  0.99986279   -2 32 25.6
 QY0541;UTM  12      - 5,011,847.913   345,162.844   MT  0.99989479   -1 24 04.5
 QY0541
 QY0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0541!SPC MT       -   0.99967548  x   0.99986279  =   0.99953831
 QY0541!UTM  12      -   0.99967548  x   0.99989479  =   0.99957030
 QY0541
 QY0541:                Primary Azimuth Mark                     Grid Az
 QY0541:SPC MT       -  TAYLOR CR                                004 49 56.0
 QY0541:UTM  12      -  TAYLOR CR                                003 41 34.9
 QY0541
 QY0541|---------------------------------------------------------------------|
 QY0541| PID    Reference Object                     Distance      Geod. Az  |
 QY0541|                                                           dddmmss.s |
 QY0541| QY0547 TAYLOR CR                           APPROX. 4.2 KM 0021730.4 |
 QY0541|---------------------------------------------------------------------|
 QY0541
 QY0541                          SUPERSEDED SURVEY CONTROL
 QY0541
 QY0541  NAD 83(1986)-  45 14 35.10319(N)    112 58 22.51010(W) AD(       ) 3
 QY0541  NAD 27      -  45 14 35.37918(N)    112 58 19.37519(W) AD(       ) 3
 QY0541  NGVD 29 (07/19/86) 2080.9    (m)         6827.     (f) VERT ANG       
 QY0541
 QY0541.Superseded values are not recommended for survey control.
 QY0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0541.See file dsdata.txt to determine how the superseded data were derived.
 QY0541
 QY0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4516311848(NAD 83)
 QY0541_MARKER: DD = SURVEY DISK
 QY0541_SETTING: 66 = SET IN ROCK OUTCROP
 QY0541_SP_SET: SET IN ROCK OUTCROP
 QY0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0541+STABILITY: POSITION/ELEVATION WELL
 QY0541
 QY0541  HISTORY     - Date     Condition        Report By
 QY0541  HISTORY     - 1950     MONUMENTED       USGS
 QY0541
 QY0541                          STATION DESCRIPTION
 QY0541
 QY0541'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0541'STATION IS LOCATED IN NW. 1/4 SEC. 8, T 7 S, R 11 W, ON HIGHEST POINT
 QY0541'OF ROCKY RIDGE.
 QY0541'
 QY0541'TO REACH STATION FROM DILLON, MONTANA, POST OFFICE, GO S. 0.1 MI.,
 QY0541'TURN RIGHT AND GO TO W. ACROSS RAILROAD, FOLLOW MAIN TRAVELED RD. 11.1
 QY0541'MI. TO FENCE LINE RUNNING N. FROM RD.  FENCE LINE IS 0.3 MI. W. OF
 QY0541'BANNOCK RD. TURNOFF.  TURN RIGHT AND FOLLOW FENCE LINE 0.7 MI. TO TOP
 QY0541'OF RIDGE, TURN LEFT AND FOLLOW CREST OF RIDGE 0.3 MI. TO HIGH POINT
 QY0541'ON RIDGE AND STATION.
 QY0541'
 QY0541'STATION MARK--STANDARD USGS TABLET SET IN SOLID ROCK AND STAMPED
 QY0541'---W-DEER 1950---.
 QY0541'
 QY0541'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0645 ***********************************************************************
 QY0645  DESIGNATION -  DEER
 QY0645  PID         -  QY0645
 QY0645  STATE/COUNTY-  MT/BEAVERHEAD
 QY0645  USGS QUAD   -  JACKSON HILL (1978)
 QY0645
 QY0645                         *CURRENT SURVEY CONTROL
 QY0645  ___________________________________________________________________
 QY0645* NAD 83(1992)-  45 24 46.55002(N)    113 21 56.18164(W)     ADJUSTED  
 QY0645* NAVD 88     -      2442.4    (meters)    8013.     (feet)  VERTCON   
 QY0645  ___________________________________________________________________
 QY0645  LAPLACE CORR-          10.50  (seconds)                    DEFLEC99
 QY0645  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 QY0645
 QY0645  HORZ ORDER  -  THIRD
 QY0645
 QY0645.The horizontal coordinates were established by classical geodetic methods
 QY0645.and adjusted by the National Geodetic Survey in July 1992..
 QY0645
 QY0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0645
 QY0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0645
 QY0645.The geoid height was determined by GEOID03.
 QY0645
 QY0645;                    North         East     Units Scale Factor Converg.
 QY0645;SPC MT       -   136,714.193   297,596.602   MT  0.99977724   -2 49 39.7
 QY0645;SPC MT       -   448,537.38    976,366.80   iFT  0.99977724   -2 49 39.7
 QY0645;UTM  12      - 5,031,545.584   314,898.813   MT  1.00002128   -1 41 06.8
 QY0645
 QY0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0645!SPC MT       -   0.99961916  x   0.99977724  =   0.99939649
 QY0645!UTM  12      -   0.99961916  x   1.00002128  =   0.99964043
 QY0645
 QY0645                          SUPERSEDED SURVEY CONTROL
 QY0645
 QY0645  NAD 83(1990)-  45 24 46.54846(N)    113 21 56.17920(W) AD(       ) 3
 QY0645  NGVD 29 (04/27/92) 2441.0    (m)         8009.     (f) VERT ANG       
 QY0645
 QY0645.Superseded values are not recommended for survey control.
 QY0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0645.See file dsdata.txt to determine how the superseded data were derived.
 QY0645
 QY0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR1489931546(NAD 83)
 QY0645_MARKER: DS = TRIANGULATION STATION DISK
 QY0645_SETTING: 0 = UNSPECIFIED SETTING
 QY0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0645
 QY0645  HISTORY     - Date     Condition        Report By
 QY0645  HISTORY     - 1960     MONUMENTED       USGS
 QY0645
 QY0645                          STATION DESCRIPTION
 QY0645
 QY0645'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0645'STATION IS LOCATED ON A HIGH CLEAR TOP OF A LONG RIDGE RUNNING N.
 QY0645'AND S. ALONG THE E. SIDE OF THE BIG HOLE VALLEY.  IT IS
 QY0645'APPROXIMATELY 14.0 MI. SSE. OF WISDOM, MONTANA, AND ABOUT 3.0 MI.
 QY0645'E. OF STATE HIGHWAY 43 AT A POINT 15 MI. S. OF WISDOM.
 QY0645'
 QY0645'STATION IS BEST REACHED BY DRIVING S. FROM POST OFFICE AT WISDOM
 QY0645'ON STATE HIGHWAY 43 FOR 16.5 MI. TO TRACK RD. LEFT, NE. OPPOSITE
 QY0645'OLD CEMETERY.  TURN NE. ON TRACK RD. FOR 0.2 MI. TO BRIDGE OVER
 QY0645'IRRIGATION DITCH AND FORK.  TAKE LEFT FORK AND FOLLOW MAIN TRACK RD.
 QY0645'TO TOP AND STATION, ABOUT A 9 MI. DRIVE.
 QY0645'
 QY0645'STATION MARK - - A STANDARD TABLET CEMENTED IN A SET STONE FLUSH
 QY0645'WITH GROUND AND STAMPED--- DEER-ET 1960 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0403 ***********************************************************************
 RX0403  DESIGNATION -  DEER LODGE
 RX0403  PID         -  RX0403
 RX0403  STATE/COUNTY-  MT/POWELL
 RX0403  USGS QUAD   -  DEER LODGE (1989)
 RX0403
 RX0403                         *CURRENT SURVEY CONTROL
 RX0403  ___________________________________________________________________
 RX0403* NAD 83(1992)-  46 23 00.51860(N)    112 43 22.13298(W)     ADJUSTED  
 RX0403* NAVD 88     -      1444.717  (meters)    4739.88   (feet)  ADJUSTED  
 RX0403  ___________________________________________________________________
 RX0403  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 RX0403  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0403  DYNAMIC HT  -        1444.294 (meters)    4738.49  (feet)  COMP
 RX0403  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 RX0403
 RX0403  HORZ ORDER  -  SECOND
 RX0403  VERT ORDER  -  FIRST     CLASS II
 RX0403
 RX0403.The horizontal coordinates were established by classical geodetic methods
 RX0403.and adjusted by the National Geodetic Survey in July 1992..
 RX0403
 RX0403.The orthometric height was determined by differential leveling
 RX0403.and adjusted by the National Geodetic Survey in June 1991..
 RX0403
 RX0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0403
 RX0403.The geoid height was determined by GEOID03.
 RX0403
 RX0403.The dynamic height is computed by dividing the NAVD 88
 RX0403.geopotential number by the normal gravity value computed on the
 RX0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0403.degrees latitude (g = 980.6199 gals.).
 RX0403
 RX0403.The modeled gravity was interpolated from observed gravity values.
 RX0403
 RX0403;                    North         East     Units Scale Factor Converg.
 RX0403;SPC MT       -   242,178.972   352,286.064   MT  0.99945247   -2 21 27.0
 RX0403;SPC MT       -   794,550.43  1,155,794.17   iFT  0.99945247   -2 21 27.0
 RX0403;UTM  12      - 5,138,098.043   367,523.984   MT  0.99981573   -1 14 50.8
 RX0403
 RX0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0403!SPC MT       -   0.99977563  x   0.99945247  =   0.99922823
 RX0403!UTM  12      -   0.99977563  x   0.99981573  =   0.99959141
 RX0403
 RX0403:                Primary Azimuth Mark                     Grid Az
 RX0403:SPC MT       -  MONTANA POWER PAULEY MICROWAVE           017 10 36.9
 RX0403:UTM  12      -  MONTANA POWER PAULEY MICROWAVE           016 04 00.7
 RX0403
 RX0403|---------------------------------------------------------------------|
 RX0403| PID    Reference Object                     Distance      Geod. Az  |
 RX0403|                                                           dddmmss.s |
 RX0403| RX0951 MONTANA POWER PAULEY MICROWAVE      APPROX.14.9 KM 0144909.9 |
 RX0403| RX0404 DEER LODGE RM 1                      14.194 METERS 06024     |
 RX0403| RX0401 DEER LODGE AZ MK                                   1934042.6 |
 RX0403| RX0938 DEER LODGE AIRPORT BEACON B1        APPROX. 3.0 KM 2810058.4 |
 RX0403| RX0919 DEER LODGE ST PRISON WATER TK       APPROX. 1.6 KM 3143231.9 |
 RX0403| RX0402 DEER LODGE RM 2                       9.532 METERS 32719     |
 RX0403|---------------------------------------------------------------------|
 RX0403
 RX0403                          SUPERSEDED SURVEY CONTROL
 RX0403
 RX0403  NAD 83(1986)-  46 23 00.52096(N)    112 43 22.12985(W) AD(       ) 2
 RX0403  NAD 27      -  46 23 00.78400(N)    112 43 18.99700(W) AD(       ) 2
 RX0403  NGVD 29 (??/??/92) 1443.504  (m)         4735.90   (f) ADJ UNCH    1 2
 RX0403
 RX0403.Superseded values are not recommended for survey control.
 RX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0403.See file dsdata.txt to determine how the superseded data were derived.
 RX0403
 RX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6752438098(NAD 83)
 RX0403_MARKER: DS = TRIANGULATION STATION DISK
 RX0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0403_STAMPING: DEER LODGE 1956
 RX0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0403+STABILITY: SURFACE MOTION
 RX0403
 RX0403  HISTORY     - Date     Condition        Report By
 RX0403  HISTORY     - 1956     MONUMENTED       CGS
 RX0403  HISTORY     - 1959     GOOD             NGS
 RX0403  HISTORY     - 1967     SEE DESCRIPTION  USGS
 RX0403
 RX0403                          STATION DESCRIPTION
 RX0403
 RX0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0403'THE STATION IS LOCATED ON THE SUMMIT OF A GRASSY ALLUVIAL BENCH
 RX0403'AND LIES ABOUT 1 MILE SOUTHEAST OF THE POST OFFICE AT DEER
 RX0403'LODGE, ABOUT 0.5 MILE EAST OF U.S. HIGHWAY 10 S, ABOUT 300 FEET
 RX0403'SOUTH OF THE CITY RESERVOIR AND 26 FEET WEST OF THE CENTER OF
 RX0403'A GRADED ROAD.
 RX0403'
 RX0403'TO REACH FROM THE POST OFFICE AT DEER LODGE.  GO SOUTH ON U.S.
 RX0403'HIGHWAY 10 S FOR 0.4 MILE.  TURN LEFT, ONTO TEXAS AVENUE, AND
 RX0403'GO EAST FOR 0.3 MILE.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE.
 RX0403'(FROM THIS POINT CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.6 MILE TO
 RX0403'THE AZIMUTH ON THE RIGHT HAND SIDE OF THE ROAD) TURN LEFT,
 RX0403'AS PER THE SIGN READING CHAMPION PASS, AND GO EAST AND SOUTH
 RX0403'FOR 0.5 MILE TO THE STATION ON THE RIGHT HAND SIDE OF THE
 RX0403'ROAD.
 RX0403'
 RX0403'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 RX0403'THE DISK IS STAMPED DEER LODGE 1956.
 RX0403'
 RX0403'REFERENCE MARK NUMBER 1 IS 19 FEET EAST OF THE CENTER OF A
 RX0403'GRADED ROAD, 1 FOOT WEST OF A WIRE FENCE AND AT ABOUT THE SAME
 RX0403'ELEVATION AS THE STATION.  IT IS FLUSH WITH THE SURFACE OF THE
 RX0403'GROUND, AND THE DISK IS STAMPED DEER LODGE NO 1 1956.
 RX0403'
 RX0403'REFERENCE MARK NUMBER 2 IS 26 FEET WEST OF THE CENTER OF A
 RX0403'GRADED ROAD.  IT IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 RX0403'THE DISK IS STAMPED DEER LODGE NO 2 1956.
 RX0403'
 RX0403'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 45
 RX0403'FEET WEST OF THE CENTER OF A GRADED ROAD, 12.5 FEET NORTH OF A
 RX0403'POWERLINE POLE, 2 FEET SOUTHEAST OF A WHITE 4 IN BY 4 IN WITNESS
 RX0403'POST AND 1 FOOT EAST OF A WIRE FENCE.  THE AZIMUTH MARK PROJECTS
 RX0403'3 INCHES, AND THE DISK IS STAMPED DEER LODGE 1956.
 RX0403
 RX0403                          STATION RECOVERY (1959)
 RX0403
 RX0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RX0403'1.55 MI SE FROM DEER LODGE.
 RX0403'ABOUT 0.15 MILE EAST ALONG MISSOURI AVENUE FROM THE NORTHERN PACIFIC
 RX0403'RAILROAD STATION AT DEER LODGE, THENCE ABOUT 0.5 MILE SOUTH ALONG MAIN
 RX0403'STREET, THENCE ABOUT 0.30 MILE EAST ALONG TEXAS AVENUE, THENCE ABOUT
 RX0403'0.6 MILE SOUTHEAST ALONG A GRAVELED ROAD, IN SECTION 4, R 9 W, T 7 N,
 RX0403'ABOUT 0.1 MILE WEST OF A SMALL RADIO TOWER, ABOUT 100 YARDS SOUTH OF
 RX0403'THE CITY RESERVOIR, ON THE TOP OF A HILL, 25 FEET SOUTHWEST OF THE
 RX0403'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF
 RX0403'A CONCRETE POST FLUSH WITH THE GROUND.
 RX0403
 RX0403                          STATION RECOVERY (1967)
 RX0403
 RX0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (GRS)
 RX0403'TO REACH FROM THE POST OFFICE AT DEER LODGE, GO EAST ON MILWAUKEE
 RX0403'AVENUE FOR 0.9 MILE TO A T-JCT. AT THE EAST END OF MILWAUKEE
 RX0403'AVENUE.  TURN RIGHT AND FOLLOW A PAVED ROAD SOUTH FOR 1.2 MILES
 RX0403'TO THE MONTANA STATE PRISON RADIO STATION MAST.  GO NORTHWEST
 RX0403'ON A TRACK ROAD FOR 0.1 MILE FROM THE RADIO MAST TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0938 ***********************************************************************
 RX0938  DESIGNATION -  DEER LODGE AIRPORT BEACON B1
 RX0938  PID         -  RX0938
 RX0938  STATE/COUNTY-  MT/POWELL
 RX0938  USGS QUAD   -  CONLEYS LAKE (1996)
 RX0938
 RX0938                         *CURRENT SURVEY CONTROL
 RX0938  ___________________________________________________________________
 RX0938* NAD 83(1992)-  46 23 18.85860(N)    112 45 38.44482(W)     ADJUSTED  
 RX0938* NAVD 88     -                                                        
 RX0938  ___________________________________________________________________
 RX0938  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 RX0938  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RX0938
 RX0938  HORZ ORDER  -  THIRD
 RX0938
 RX0938.The horizontal coordinates were established by classical geodetic methods
 RX0938.and adjusted by the National Geodetic Survey in July 1992..
 RX0938
 RX0938
 RX0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0938
 RX0938.The geoid height was determined by GEOID03.
 RX0938
 RX0938;                    North         East     Units Scale Factor Converg.
 RX0938;SPC MT       -   242,864.917   349,400.934   MT  0.99945151   -2 23 06.7
 RX0938;SPC MT       -   796,800.91  1,146,328.52   iFT  0.99945151   -2 23 06.7
 RX0938;UTM  12      - 5,138,728.194   364,625.037   MT  0.99982527   -1 16 29.9
 RX0938
 RX0938                          SUPERSEDED SURVEY CONTROL
 RX0938
 RX0938  NAD 83(1986)-  46 23 18.86141(N)    112 45 38.44378(W) AD(       ) 4
 RX0938  NAD 27      -  46 23 19.12500(N)    112 45 35.30200(W) AD(       ) 3
 RX0938
 RX0938.Superseded values are not recommended for survey control.
 RX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0938.See file dsdata.txt to determine how the superseded data were derived.
 RX0938
 RX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6462538728(NAD 83)
 RX0938
 RX0938  HISTORY     - Date     Condition        Report By
 RX0938  HISTORY     - 1956     MONUMENTED       CGS
 RX0938
 RX0938                          STATION DESCRIPTION
 RX0938
 RX0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0938'THE STATION IS ABOUT 1-1/2 MILES WEST OF DEER LODGE, NEAR THE
 RX0938'SOUTHEAST CORNER OF THE AIRPORT GROUNDS.  IT IS A CONVENTIONAL
 RX0938'AIRPORT BEACON 55 FEET HIGH AND THE POINT OBSERVED ON WAS THE
 RX0938'TOP OF THE REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0401 ***********************************************************************
 RX0401  DESIGNATION -  DEER LODGE AZ MK
 RX0401  PID         -  RX0401
 RX0401  STATE/COUNTY-  MT/POWELL
 RX0401  USGS QUAD   -  DEER LODGE (1989)
 RX0401
 RX0401                         *CURRENT SURVEY CONTROL
 RX0401  ___________________________________________________________________
 RX0401* NAD 83(1986)-  46 22 47.     (N)    112 43 30.     (W)     SCALED    
 RX0401* NAVD 88     -      1399.145  (meters)    4590.36   (feet)  ADJUSTED  
 RX0401  ___________________________________________________________________
 RX0401  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0401  DYNAMIC HT  -        1398.729 (meters)    4589.00  (feet)  COMP
 RX0401  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 RX0401
 RX0401  VERT ORDER  -  FIRST     CLASS II
 RX0401
 RX0401.The horizontal coordinates were scaled from a topographic map and have
 RX0401.an estimated accuracy of +/- 6 seconds.
 RX0401
 RX0401.The orthometric height was determined by differential leveling
 RX0401.and adjusted by the National Geodetic Survey in June 1991..
 RX0401
 RX0401.The geoid height was determined by GEOID03.
 RX0401
 RX0401.The dynamic height is computed by dividing the NAVD 88
 RX0401.geopotential number by the normal gravity value computed on the
 RX0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0401.degrees latitude (g = 980.6199 gals.).
 RX0401
 RX0401.The modeled gravity was interpolated from observed gravity values.
 RX0401
 RX0401;                    North         East    Units  Estimated Accuracy
 RX0401;SPC MT       -   241,770.      352,100.      MT  (+/- 180 meters Scaled)
 RX0401
 RX0401                          SUPERSEDED SURVEY CONTROL
 RX0401
 RX0401  NGVD 29 (??/??/92) 1397.924  (m)         4586.36   (f) ADJ UNCH    1 2
 RX0401
 RX0401.Superseded values are not recommended for survey control.
 RX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0401.See file dsdata.txt to determine how the superseded data were derived.
 RX0401
 RX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS673376(NAD 83)
 RX0401_MARKER: DZ = AZIMUTH MARK DISK
 RX0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0401_STAMPING: DEER LODGE 1956
 RX0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0401+STABILITY: SURFACE MOTION
 RX0401
 RX0401  HISTORY     - Date     Condition        Report By
 RX0401  HISTORY     - 1956     MONUMENTED       CGS
 RX0401  HISTORY     - 1959     GOOD             NGS
 RX0401
 RX0401                          STATION DESCRIPTION
 RX0401
 RX0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0401'1.8 MI SE FROM DEER LODGE.
 RX0401'ABOUT 0.15 MILE EAST ALONG MISSOURI AVENUE FROM THE NORTHERN PACIFIC
 RX0401'RAILROAD STATION AT DEER LODGE, THENCE ABOUT 0.5 MILE SOUTH ALONG MAIN
 RX0401'STREET, THENCE ABOUT 0.3 MILE EAST ALONG TEXAS AVENUE, THENCE ABOUT
 RX0401'0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD, IN SECTION 9, R 9 W, T 7 N,
 RX0401'42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTHWEST OF
 RX0401'A POWER POLE, 0.8 FOOT NORTHEAST OF A FENCE, 1.4 FEET SOUTHEAST OF A
 RX0401'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 RX0401'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0404 ***********************************************************************
 RX0404  DESIGNATION -  DEER LODGE RM 1
 RX0404  PID         -  RX0404
 RX0404  STATE/COUNTY-  MT/POWELL
 RX0404  USGS QUAD   -  DEER LODGE (1989)
 RX0404
 RX0404                         *CURRENT SURVEY CONTROL
 RX0404  ___________________________________________________________________
 RX0404* NAD 83(1986)-  46 23 00.     (N)    112 43 21.     (W)     SCALED    
 RX0404* NAVD 88     -      1444.842  (meters)    4740.29   (feet)  ADJUSTED  
 RX0404  ___________________________________________________________________
 RX0404  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0404  DYNAMIC HT  -        1444.419 (meters)    4738.90  (feet)  COMP
 RX0404  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 RX0404
 RX0404  VERT ORDER  -  FIRST     CLASS II
 RX0404
 RX0404.The horizontal coordinates were scaled from a topographic map and have
 RX0404.an estimated accuracy of +/- 6 seconds.
 RX0404
 RX0404.The orthometric height was determined by differential leveling
 RX0404.and adjusted by the National Geodetic Survey in June 1991..
 RX0404
 RX0404.The geoid height was determined by GEOID03.
 RX0404
 RX0404.The dynamic height is computed by dividing the NAVD 88
 RX0404.geopotential number by the normal gravity value computed on the
 RX0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0404.degrees latitude (g = 980.6199 gals.).
 RX0404
 RX0404.The modeled gravity was interpolated from observed gravity values.
 RX0404
 RX0404;                    North         East    Units  Estimated Accuracy
 RX0404;SPC MT       -   242,160.      352,310.      MT  (+/- 180 meters Scaled)
 RX0404
 RX0404                          SUPERSEDED SURVEY CONTROL
 RX0404
 RX0404  NGVD 29 (??/??/92) 1443.630  (m)         4736.31   (f) ADJ UNCH    1 2
 RX0404
 RX0404.Superseded values are not recommended for survey control.
 RX0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0404.See file dsdata.txt to determine how the superseded data were derived.
 RX0404
 RX0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS675380(NAD 83)
 RX0404_MARKER: DR = REFERENCE MARK DISK
 RX0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0404_STAMPING: DEER LODGE NO 1 1956
 RX0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0404+STABILITY: SURFACE MOTION
 RX0404
 RX0404  HISTORY     - Date     Condition        Report By
 RX0404  HISTORY     - 1956     MONUMENTED       CGS
 RX0404  HISTORY     - 1959     GOOD             NGS
 RX0404
 RX0404                          STATION DESCRIPTION
 RX0404
 RX0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0404'1.55 MI SE FROM DEER LODGE.
 RX0404'ABOUT 0.15 MILE EAST ALONG MISSOURI AVENUE FROM THE NORTHERN PACIFIC
 RX0404'RAILROAD STATION AT DEER LODGE, THENCE ABOUT 0.5 MILE SOUTH ALONG MAIN
 RX0404'STREET, THENCE ABOUT 0.3 MILE EAST ALONG TEXAS AVENUE, THENCE ABOUT
 RX0404'0.6 MILE SOUTHEAST ALONG A GRAVELED ROAD, IN SECTION 4, R 9 W, T 7 N,
 RX0404'20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE WEST
 RX0404'OF A SMALL RADIO TOWER, 46 FEET NORTHEAST AND ACROSS THE ROAD FROM
 RX0404'TRIANGULATION STATION DEER LODGE 1956, 1 FOOT SOUTHWEST OF A FENCE,
 RX0404'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 RX0404'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0402 ***********************************************************************
 RX0402  DESIGNATION -  DEER LODGE RM 2
 RX0402  PID         -  RX0402
 RX0402  STATE/COUNTY-  MT/POWELL
 RX0402  USGS QUAD   -  DEER LODGE (1989)
 RX0402
 RX0402                         *CURRENT SURVEY CONTROL
 RX0402  ___________________________________________________________________
 RX0402* NAD 83(1986)-  46 23 00.     (N)    112 43 21.     (W)     SCALED    
 RX0402* NAVD 88     -      1444.484  (meters)    4739.11   (feet)  ADJUSTED  
 RX0402  ___________________________________________________________________
 RX0402  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0402  DYNAMIC HT  -        1444.061 (meters)    4737.72  (feet)  COMP
 RX0402  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 RX0402
 RX0402  VERT ORDER  -  FIRST     CLASS II
 RX0402
 RX0402.The horizontal coordinates were scaled from a topographic map and have
 RX0402.an estimated accuracy of +/- 6 seconds.
 RX0402
 RX0402.The orthometric height was determined by differential leveling
 RX0402.and adjusted by the National Geodetic Survey in June 1991..
 RX0402
 RX0402.The geoid height was determined by GEOID03.
 RX0402
 RX0402.The dynamic height is computed by dividing the NAVD 88
 RX0402.geopotential number by the normal gravity value computed on the
 RX0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0402.degrees latitude (g = 980.6199 gals.).
 RX0402
 RX0402.The modeled gravity was interpolated from observed gravity values.
 RX0402
 RX0402;                    North         East    Units  Estimated Accuracy
 RX0402;SPC MT       -   242,160.      352,310.      MT  (+/- 180 meters Scaled)
 RX0402
 RX0402                          SUPERSEDED SURVEY CONTROL
 RX0402
 RX0402  NGVD 29 (??/??/92) 1443.272  (m)         4735.13   (f) ADJ UNCH    1 2
 RX0402
 RX0402.Superseded values are not recommended for survey control.
 RX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0402.See file dsdata.txt to determine how the superseded data were derived.
 RX0402
 RX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS675380(NAD 83)
 RX0402_MARKER: DR = REFERENCE MARK DISK
 RX0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0402_STAMPING: DEER LODGE NO 2 1956
 RX0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0402+STABILITY: SURFACE MOTION
 RX0402
 RX0402  HISTORY     - Date     Condition        Report By
 RX0402  HISTORY     - 1956     MONUMENTED       CGS
 RX0402  HISTORY     - 1959     GOOD             NGS
 RX0402
 RX0402                          STATION DESCRIPTION
 RX0402
 RX0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0402'1.55 MI SE FROM DEER LODGE.
 RX0402'ABOUT 0.15 MILE EAST ALONG MISSOURI AVENUE FROM THE NORTHERN PACIFIC
 RX0402'RAILROAD STATION AT DEER LODGE, THENCE ABOUT 0.5 MILE SOUTH ALONG MAIN
 RX0402'STREET, THENCE ABOUT 0.3 MILE EAST ALONG TEXAS AVENUE, THENCE ABOUT
 RX0402'0.6 MILE SOUTHEAST ALONG A GRAVELED ROAD, IN SECTION 4, R 9 W, T 7 N,
 RX0402'25 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 31 FEET NORTHWEST OF
 RX0402'TRIANGULATION STATION DEER LODGE 1956, ABOUT LEVEL WITH THE ROAD, AND
 RX0402'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0919 ***********************************************************************
 RX0919  DESIGNATION -  DEER LODGE ST PRISON WATER TK
 RX0919  PID         -  RX0919
 RX0919  STATE/COUNTY-  MT/POWELL
 RX0919  USGS QUAD   -  DEER LODGE (1989)
 RX0919
 RX0919                         *CURRENT SURVEY CONTROL
 RX0919  ___________________________________________________________________
 RX0919* NAD 83(1992)-  46 23 36.62725(N)    112 44 15.16537(W)     ADJUSTED  
 RX0919* NAVD 88     -                                                        
 RX0919  ___________________________________________________________________
 RX0919  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 RX0919  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0919
 RX0919  HORZ ORDER  -  THIRD
 RX0919
 RX0919.The horizontal coordinates were established by classical geodetic methods
 RX0919.and adjusted by the National Geodetic Survey in July 1992..
 RX0919
 RX0919
 RX0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0919
 RX0919.The geoid height was determined by GEOID03.
 RX0919
 RX0919;                    North         East     Units Scale Factor Converg.
 RX0919;SPC MT       -   243,339.048   351,200.474   MT  0.99945058   -2 22 05.8
 RX0919;SPC MT       -   798,356.46  1,152,232.53   iFT  0.99945058   -2 22 05.8
 RX0919;UTM  12      - 5,139,237.289   366,415.719   MT  0.99981935   -1 15 30.0
 RX0919
 RX0919                          SUPERSEDED SURVEY CONTROL
 RX0919
 RX0919  NAD 83(1986)-  46 23 36.62898(N)    112 44 15.16293(W) AD(       ) 4
 RX0919  NAD 27      -  46 23 36.89100(N)    112 44 12.02400(W) AD(       ) 3
 RX0919
 RX0919.Superseded values are not recommended for survey control.
 RX0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0919.See file dsdata.txt to determine how the superseded data were derived.
 RX0919
 RX0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6641639237(NAD 83)
 RX0919
 RX0919  HISTORY     - Date     Condition        Report By
 RX0919  HISTORY     - 1956     MONUMENTED       CGS
 RX0919
 RX0919                          STATION DESCRIPTION
 RX0919
 RX0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0919'THE STATION IS LOCATED IN THE CITY OF DEER LODGE, ABOUT 0.1
 RX0919'MILE WEST OF U.S. HIGHWAY 10 S.  IT IS AN ELEVATED TANK 130
 RX0919'FEET HIGH AND THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0920 ***********************************************************************
 RX0920  DESIGNATION -  DEER LODGE ST PRISON RADIO MST
 RX0920  PID         -  RX0920
 RX0920  STATE/COUNTY-  MT/POWELL
 RX0920  USGS QUAD   -  DEER LODGE (1989)
 RX0920
 RX0920                         *CURRENT SURVEY CONTROL
 RX0920  ___________________________________________________________________
 RX0920* NAD 83(1992)-  46 22 56.98455(N)    112 43 15.32188(W)     ADJUSTED  
 RX0920* NAVD 88     -                                                        
 RX0920  ___________________________________________________________________
 RX0920  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 RX0920  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 RX0920
 RX0920  HORZ ORDER  -  THIRD
 RX0920
 RX0920.The horizontal coordinates were established by classical geodetic methods
 RX0920.and adjusted by the National Geodetic Survey in July 1992..
 RX0920
 RX0920
 RX0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0920
 RX0920.The geoid height was determined by GEOID03.
 RX0920
 RX0920;                    North         East     Units Scale Factor Converg.
 RX0920;SPC MT       -   242,064.020   352,426.920   MT  0.99945266   -2 21 22.0
 RX0920;SPC MT       -   794,173.29  1,156,256.30   iFT  0.99945266   -2 21 22.0
 RX0920;UTM  12      - 5,137,985.801   367,667.093   MT  0.99981526   -1 14 45.8
 RX0920
 RX0920                          SUPERSEDED SURVEY CONTROL
 RX0920
 RX0920  NAD 83(1986)-  46 22 56.98693(N)    112 43 15.31907(W) AD(       ) 4
 RX0920  NAD 27      -  46 22 57.25000(N)    112 43 12.19000(W) AD(       ) 3
 RX0920
 RX0920.Superseded values are not recommended for survey control.
 RX0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0920.See file dsdata.txt to determine how the superseded data were derived.
 RX0920
 RX0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6766737986(NAD 83)
 RX0920
 RX0920  HISTORY     - Date     Condition        Report By
 RX0920  HISTORY     - 1956     MONUMENTED       CGS
 RX0920
 RX0920                          STATION DESCRIPTION
 RX0920
 RX0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0920'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF DEER LODGE ON THE
 RX0920'FIRST AND HIGHEST BENCH IN THE IMMEDIATE VICINITY.  IT IS
 RX0920'A CONVENTIONAL RADIO MAST 105 FEET HIGH.  THE POINT OBSERVED
 RX0920'WAS THE TOP OF THE MAST.
 RX0920'
 RX0920'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RX0920'DEER LODGE AND THE DISTANCE WAS FOUND TO BE 596.00 FEET OR 181.686
 RX0920'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY1026 ***********************************************************************
 RY1026  DESIGNATION -  DEER MTN
 RY1026  PID         -  RY1026
 RY1026  STATE/COUNTY-  MT/MINERAL
 RY1026  USGS QUAD   -  DEER PEAK (1964)
 RY1026
 RY1026                         *CURRENT SURVEY CONTROL
 RY1026  ___________________________________________________________________
 RY1026* NAD 83(1992)-  46 54 46.93818(N)    114 34 17.00698(W)     ADJUSTED  
 RY1026* NAVD 88     -      2049.2    (meters)    6723.     (feet)  VERTCON   
 RY1026  ___________________________________________________________________
 RY1026  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 RY1026  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 RY1026
 RY1026  HORZ ORDER  -  THIRD
 RY1026
 RY1026.The horizontal coordinates were established by classical geodetic methods
 RY1026.and adjusted by the National Geodetic Survey in July 1992..
 RY1026
 RY1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY1026
 RY1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1026
 RY1026.The geoid height was determined by GEOID03.
 RY1026
 RY1026;                    North         East     Units Scale Factor Converg.
 RY1026;SPC MT       -   308,410.876   214,168.712   MT  0.99939414   -3 42 35.1
 RY1026;SPC MT       - 1,011,846.71    702,653.25   iFT  0.99939414   -3 42 35.1
 RY1026;UTM  11      - 5,198,363.681   684,932.143   MT  1.00002036   +1 46 27.0
 RY1026
 RY1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1026!SPC MT       -   0.99968124  x   0.99939414  =   0.99907557
 RY1026!UTM  11      -   0.99968124  x   1.00002036  =   0.99970159
 RY1026
 RY1026                          SUPERSEDED SURVEY CONTROL
 RY1026
 RY1026  NAD 83(1986)-  46 54 46.95157(N)    114 34 17.00071(W) AD(       ) 3
 RY1026  NGVD 29 (06/01/92) 2048.0    (m)         6719.     (f) VERT ANG       
 RY1026
 RY1026.Superseded values are not recommended for survey control.
 RY1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1026.See file dsdata.txt to determine how the superseded data were derived.
 RY1026
 RY1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM8493298364(NAD 83)
 RY1026_MARKER: DS = TRIANGULATION STATION DISK
 RY1026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY1026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY1026
 RY1026  HISTORY     - Date     Condition        Report By
 RY1026  HISTORY     - 1962     MONUMENTED       USFS
 RY1026  HISTORY     - 1964     GOOD             USGS
 RY1026
 RY1026                          STATION DESCRIPTION
 RY1026
 RY1026'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY1026'NO USFS DATA AVAILABLE.
 RY1026'
 RY1026'STATION RECOVERED BY USGS IN 1964 AND DESCRIBED AS FOLLOWS
 RY1026'
 RY1026'STATION LOCATED ABOUT 7.6 MI. (AIRLINE) SW. OF ALBERTON AND ABOUT 8.0
 RY1026'MI. (AIRLINE) W. OF PETTY MOUNTAIN ON THE MAIN DIVIDE BETWEEN FISH
 RY1026'CREEK AND PETTY CREEK, AT THE HIGHEST POINT OF THE OPEN TOP LOCALLY
 RY1026'KNOWN AS DEER PEAK.  CENTER OF THE LOOKOUT TOWER IS 18.5 FT. N.,
 RY1026'10.3 FT. E., AND 0.6 FT. HIGHER THAN STATION MARK.  CATWALK AT THE
 RY1026'CABIN LEVEL IS 31.0 FT. HIGHER THAN STATION.  EAVE OF THE CABIN ROOF
 RY1026'IS 38.0 FT. HIGHER.  REACHED BY HELICOPTER BUT CAN BE DRIVEN TO BY
 RY1026'TRUCK ALONG 8.0 MI. OF WELL MARKED ROAD FROM THE LONGPRE RANCH ON
 RY1026'PETTY CREEK.
 RY1026'
 RY1026'STATION MARK--USFS BRONZE TABLET WELDED IN END OF FLANGED PIPE AND
 RY1026'SET FLUSH WITH GROUND, STAMPED---DEER MT. 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0859 ***********************************************************************
 RY0859  DESIGNATION -  DEER MTN LOOKOUT HOUSE
 RY0859  PID         -  RY0859
 RY0859  STATE/COUNTY-  MT/RAVALLI
 RY0859  USGS QUAD   -  DEER MOUNTAIN (1964)
 RY0859
 RY0859                         *CURRENT SURVEY CONTROL
 RY0859  ___________________________________________________________________
 RY0859* NAD 83(1992)-  46 01 33.86364(N)    114 03 18.33174(W)     ADJUSTED  
 RY0859* NAVD 88     -                                                        
 RY0859  ___________________________________________________________________
 RY0859  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 RY0859  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 RY0859
 RY0859  HORZ ORDER  -  THIRD
 RY0859
 RY0859.The horizontal coordinates were established by classical geodetic methods
 RY0859.and adjusted by the National Geodetic Survey in July 1992..
 RY0859
 RY0859
 RY0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0859
 RY0859.The geoid height was determined by GEOID03.
 RY0859
 RY0859;                    North         East     Units Scale Factor Converg.
 RY0859;SPC MT       -   207,622.527   247,674.418   MT  0.99953944   -3 19 55.4
 RY0859;SPC MT       -   681,176.27    812,580.11   iFT  0.99953944   -3 19 55.4
 RY0859;UTM  11      - 5,101,161.535   727,920.420   MT  1.00023865   +2 07 12.8
 RY0859;UTM  12      - 5,101,483.152   263,552.172   MT  1.00028734   -2 11 58.7
 RY0859
 RY0859                          SUPERSEDED SURVEY CONTROL
 RY0859
 RY0859  NAD 83(1986)-  46 01 33.85519(N)    114 03 18.33728(W) AD(       ) 4
 RY0859  NAD 27      -  46 01 34.14060(N)    114 03 15.03602(W) AD(       ) 3
 RY0859
 RY0859.Superseded values are not recommended for survey control.
 RY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0859.See file dsdata.txt to determine how the superseded data were derived.
 RY0859
 RY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM2792001162(NAD 83)
 RY0859
 RY0859  HISTORY     - Date     Condition        Report By
 RY0859  HISTORY     - 1965     MONUMENTED       CGS
 RY0859
 RY0859                          STATION DESCRIPTION
 RY0859
 RY0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0859'SEE STATION DEER MTN UFS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0670 ***********************************************************************
 TH0670  DESIGNATION -  DEER TAIL RESET
 TH0670  PID         -  TH0670
 TH0670  STATE/COUNTY-  MT/ROOSEVELT
 TH0670  USGS QUAD   -  POPLAR NE (1972)
 TH0670
 TH0670                         *CURRENT SURVEY CONTROL
 TH0670  ___________________________________________________________________
 TH0670* NAD 83(1992)-  48 07 38.66171(N)    105 04 16.22225(W)     ADJUSTED  
 TH0670* NAVD 88     -       680.8    (meters)    2234.     (feet)  VERT ANG  
 TH0670  ___________________________________________________________________
 TH0670  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 TH0670  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TH0670
 TH0670  HORZ ORDER  -  SECOND
 TH0670
 TH0670.The horizontal coordinates were established by classical geodetic methods
 TH0670.and adjusted by the National Geodetic Survey in July 1992..
 TH0670
 TH0670.The orthometric height was determined by vertical angle observations.
 TH0670
 TH0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0670
 TH0670.The geoid height was determined by GEOID03.
 TH0670
 TH0670;                    North         East     Units Scale Factor Converg.
 TH0670;SPC MT       -   440,170.670   929,375.014   MT  0.99958258   +3 14 22.9
 TH0670;SPC MT       - 1,444,129.49  3,049,130.62   iFT  0.99958258   +3 14 22.9
 TH0670;UTM  13      - 5,330,463.483   494,703.911   MT  0.99960034   -0 03 10.8
 TH0670
 TH0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0670!SPC MT       -   0.99989606  x   0.99958258  =   0.99947868
 TH0670!UTM  13      -   0.99989606  x   0.99960034  =   0.99949644
 TH0670
 TH0670:                Primary Azimuth Mark                     Grid Az
 TH0670:SPC MT       -  DEER TAIL AZ MK                          071 12 26.6
 TH0670:UTM  13      -  DEER TAIL AZ MK                          074 30 00.3
 TH0670
 TH0670|---------------------------------------------------------------------|
 TH0670| PID    Reference Object                     Distance      Geod. Az  |
 TH0670|                                                           dddmmss.s |
 TH0670| AI2091 DEER TAIL AZ MK                                    0742649.5 |
 TH0670| AI2092 DEER TAIL RM 1                       14.231 METERS 07649     |
 TH0670| AI2093 DEER TAIL RM 2                       17.134 METERS 18544     |
 TH0670| TH0673 POPLAR MUNICIPAL WATER TANK         APPROX.10.1 KM 2583809.5 |
 TH0670| TH0672 POPLAR LOURDES CATH CH SPIRE        APPROX. 9.5 KM 2602613.0 |
 TH0670|---------------------------------------------------------------------|
 TH0670
 TH0670                          SUPERSEDED SURVEY CONTROL
 TH0670
 TH0670  NAD 83(1986)-  48 07 38.65977(N)    105 04 16.21684(W) AD(       ) 2
 TH0670  NAD 27      -  48 07 38.59107(N)    105 04 14.29733(W) AD(       ) 2
 TH0670  NGVD 29 (07/19/86)  680.2    (m)         2232.     (f) VERT ANG       
 TH0670
 TH0670.Superseded values are not recommended for survey control.
 TH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0670.See file dsdata.txt to determine how the superseded data were derived.
 TH0670
 TH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP9470430463(NAD 83)
 TH0670_MARKER: DS = TRIANGULATION STATION DISK
 TH0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0670+STABILITY: SURFACE MOTION
 TH0670
 TH0670  HISTORY     - Date     Condition        Report By
 TH0670  HISTORY     - 1980     MONUMENTED       NGS
 TH0670
 TH0670                          STATION DESCRIPTION
 TH0670
 TH0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TH0670'THE STATION MARK WAS FOUND DESTROYED REFERENCE MARKS 1 AND 2 AND
 TH0670'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE MONUMENT
 TH0670'WAS PULLED AND A NAIL IMBEDDED IN CONCRETE WAS FOUND ABOUT 3 FEET
 TH0670'BELOW THE SURFACE THIS POINT WAS HELD AND THE DISTANCE TO THE
 TH0670'REFERENCE MARKS WAS CHECKED BEFORE AN UNDERGROUND AND SURFACE DISKS
 TH0670'WERE SET.  THE DISTANCE AND DIRECTION TO THE MARKS COMPARED FAVORABLY
 TH0670'WITH THE 1948 DATA DUE TO CHANGES IN THE AREA A NEW DESCRIPTION
 TH0670'FOLLOWS THE TRAVERSE DISTANCE TO NE COR T27N R51E GLO WAS FOUND TO BE
 TH0670'0.077 METER SHORTER THAN IN 1948.  HOWEVER THE INVERSE LENGTH
 TH0670'COMPARES BY 0.005 METER.  THE 1980 DISTANCE BEING SHORTER
 TH0670'
 TH0670'THE STATION IS LOCATED 6 MILES EAST AND 1 MILE NORTH OF POPLAR IN THE
 TH0670'NE 1/4 SECTION 1 T 27N R 51E AND ON THE HIGHEST POINT IN THE VICINITY.
 TH0670'
 TH0670'TO REACH THE STATION FROM THE TRIBAL HEADQUATERS AT THE EAST SIDE OF
 TH0670'POPLAR GO EAST ON U.S. HIGHWAY 2 FOR 5.1 MILE TO THE JUNCTION OF
 TH0670'STATE HIGHWAY 251 ON THE LEFT.  TURN LEFT AND GO NORTH ON STATE ROUTE
 TH0670'251 FOR 1.4 MILES TO A GRAVELED SIDE ROAD RIGHT AND A SUBSTATION.
 TH0670'TURN RIGHT PASSING THROUGH THE GATE AND GO EAST ON THE GRAVELED ROAD
 TH0670'FOR 0.7 MILE TO A POINT WHERE THE POLE LINE TURNS SOUTH.  TURN RIGHT
 TH0670'AND GO SOUTH ALONG THE POLE LINE FOR 0.1 MILE TO THE STATION.
 TH0670'
 TH0670'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 TH0670'---DEER TAIL MORC 1948 1980---SET INTO THE TOP OF A SQUARE CONCRETE
 TH0670'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 10 CM (4 INCHES) ABOVE
 TH0670'THE GROUND LOCATED 20.42 METERS (67 FEET) SW FROM A POWER POLE AND
 TH0670'0.30 METER (1 FOOT) W FROM A METAL WITNESS POST.
 TH0670'
 TH0670'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TH0670'STAMPED---DEER TAIL MORC 1948 1980---SET INTO AN IRREGULAR MASS OF
 TH0670'CONCRETE .76 METER (2.5 FEET) BELOW THE SURFACE.
 TH0670'
 TH0670'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TH0670'NOS) DISK STAMPED---DEER TAIL MORC NO 1 1948---SET INTO THE TOP OF
 TH0670'A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM
 TH0670'(2 INCHES) ABOVE THE GROUND LOCATED 14.33 METERS (47 FEET) ENE FROM A
 TH0670'METAL WITTNESS POST, 14.02 METERS (46 FEET) S FROM A POWER POLE, AND
 TH0670'.30 METER (1 FOOT) LOWER THAN THE STATION.
 TH0670'
 TH0670'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TH0670'NOS) DISK STAMPED---DEER TAIL MORC NO 2 1948---SET INTO THE TOP OF
 TH0670'A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM
 TH0670'(2 INCHES) ABOVE THE GROUND LOCATED 17.37 METERS (57 FEET) S FROM A
 TH0670'METAL WITNESS POST, 19.20 METERS (63 FEET) E FROM THE SOUTHEAST
 TH0670'CORNER OF BERM AROUND OIL STORAGE TANKS, AND .30 METER (1 FOOT) LOWER
 TH0670'THAN THE STATION.
 TH0670'
 TH0670'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TH0670'NOS) DISK STAMPED---DEER TAIL MORC 1948---SET INTO THE TOP OF A
 TH0670'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 20 CM
 TH0670'(8 INCHES) ABOVE THE GROUND LOCATED 5.18 METERS (17 FEET) S FROM THE
 TH0670'CENTER OF A TRACK ROAD, 2.74 METERS (9 FEET) N FROM THE CENTER OF A
 TH0670'TRACK ROAD, 3.05 METERS (10 FEET) S FROM THE CENTER POST OF TWO
 TH0670'GATES, AND 0.61 METER (2 FEET) SW FROM A METAL WITNESS POST IN THE
 TH0670'FENCE LINE.
 TH0670'
 TH0670'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG POLE LINE
 TH0670'FOR 0.1 MILE TO A T-INTERSECTION, TURN RIGHT AND GO EAST FOR 0.3 MILE
 TH0670'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0537 ***********************************************************************
 RW0537  DESIGNATION -  DEGAN
 RW0537  PID         -  RW0537
 RW0537  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0537  USGS QUAD   -  CANYON FERRY SW (1972)
 RW0537
 RW0537                         *CURRENT SURVEY CONTROL
 RW0537  ___________________________________________________________________
 RW0537* NAD 83(1992)-  46 34 45.93314(N)    111 40 28.07583(W)     ADJUSTED  
 RW0537* NAVD 88     -      1305.     (meters)    4281.     (feet)  SCALED    
 RW0537  ___________________________________________________________________
 RW0537  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 RW0537  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 RW0537
 RW0537  HORZ ORDER  -  THIRD
 RW0537
 RW0537.The horizontal coordinates were established by classical geodetic methods
 RW0537.and adjusted by the National Geodetic Survey in July 1992..
 RW0537
 RW0537.The orthometric height was scaled from a topographic map.
 RW0537
 RW0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0537
 RW0537.The geoid height was determined by GEOID03.
 RW0537
 RW0537;                    North         East     Units Scale Factor Converg.
 RW0537;SPC MT       -   261,163.595   433,443.501   MT  0.99942104   -1 35 26.3
 RW0537;SPC MT       -   856,835.94  1,422,058.73   iFT  0.99942104   -1 35 26.3
 RW0537;UTM  12      - 5,158,649.886   448,322.462   MT  0.99963283   -0 29 23.6
 RW0537
 RW0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0537!SPC MT       -   0.99979748  x   0.99942104  =   0.99921864
 RW0537!UTM  12      -   0.99979748  x   0.99963283  =   0.99943038
 RW0537
 RW0537                          SUPERSEDED SURVEY CONTROL
 RW0537
 RW0537  NAD 83(1986)-  46 34 45.91664(N)    111 40 28.09470(W) AD(       ) 3
 RW0537
 RW0537.Superseded values are not recommended for survey control.
 RW0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0537.See file dsdata.txt to determine how the superseded data were derived.
 RW0537
 RW0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS4832258650(NAD 83)
 RW0537_MARKER: DS = TRIANGULATION STATION DISK
 RW0537_SETTING: 66 = SET IN ROCK OUTCROP
 RW0537_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RW0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0537
 RW0537  HISTORY     - Date     Condition        Report By
 RW0537  HISTORY     - 1885     MONUMENTED       MORC
 RW0537  HISTORY     - 1972     GOOD             USGS
 RW0537
 RW0537                          STATION DESCRIPTION
 RW0537
 RW0537'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0537'DEGAN IS ON LEFT BANK, ON E. END OF A NARROW ROCKY RIDGE, 5 MI. ABOVE
 RW0537'CANYON FERRY, ONE-HALF OF A MI. W. OF DEGANS RANCH, AND ONE-QUARTER
 RW0537'OF A MI. BACK FROM RIVER, LAND BACK OF STATION IS MUCH HIGHER.
 RW0537'
 RW0537'RECOVERY BY USGS--STATION NOT SEARCHED FOR DUE TO NO ACCESS TO
 RW0537'THE AREA WITH A TWO-WHEEL DRIVE.  STATION IS BELIEVED TO BE IN GOOD
 RW0537'CONDITION.
 RW0537'
 RW0537'STATION MARK--MARKED BY A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0502 ***********************************************************************
 QY0502  DESIGNATION -  DELMOE
 QY0502  PID         -  QY0502
 QY0502  STATE/COUNTY-  MT/JEFFERSON
 QY0502  USGS QUAD   -  DELMOE LAKE (1978)
 QY0502
 QY0502                         *CURRENT SURVEY CONTROL
 QY0502  ___________________________________________________________________
 QY0502* NAD 83(1992)-  45 59 04.32589(N)    112 22 27.90482(W)     ADJUSTED  
 QY0502* NAVD 88     -      2263.4    (meters)    7426.     (feet)  VERTCON   
 QY0502  ___________________________________________________________________
 QY0502  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 QY0502  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 QY0502
 QY0502  HORZ ORDER  -  THIRD
 QY0502
 QY0502.The horizontal coordinates were established by classical geodetic methods
 QY0502.and adjusted by the National Geodetic Survey in July 1992..
 QY0502
 QY0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0502
 QY0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0502
 QY0502.The geoid height was determined by GEOID03.
 QY0502
 QY0502;                    North         East     Units Scale Factor Converg.
 QY0502;SPC MT       -   196,844.339   377,425.815   MT  0.99955202   -2 06 09.5
 QY0502;SPC MT       -   645,814.76  1,238,273.67   iFT  0.99955202   -2 06 09.5
 QY0502;UTM  12      - 5,093,247.532   393,546.323   MT  0.99973931   -0 59 18.6
 QY0502
 QY0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0502!SPC MT       -   0.99964719  x   0.99955202  =   0.99919936
 QY0502!UTM  12      -   0.99964719  x   0.99973931  =   0.99938659
 QY0502
 QY0502:                Primary Azimuth Mark                     Grid Az
 QY0502:SPC MT       -  MADISON                                  003 32 20.6
 QY0502:UTM  12      -  MADISON                                  002 25 29.7
 QY0502
 QY0502|---------------------------------------------------------------------|
 QY0502| PID    Reference Object                     Distance      Geod. Az  |
 QY0502|                                                           dddmmss.s |
 QY0502| RX0903 MADISON                             APPROX. 5.6 KM 0012611.1 |
 QY0502| RX0906 MAXWELL                             APPROX. 5.9 KM 2954537.7 |
 QY0502|---------------------------------------------------------------------|
 QY0502
 QY0502                          SUPERSEDED SURVEY CONTROL
 QY0502
 QY0502  NAD 83(1986)-  45 59 04.32304(N)    112 22 27.90252(W) AD(       ) 3
 QY0502  NAD 27      -  45 59 04.59545(N)    112 22 24.86058(W) AD(       ) 3
 QY0502  NGVD 29 (07/19/86) 2262.1    (m)         7422.     (f) VERT ANG       
 QY0502
 QY0502.Superseded values are not recommended for survey control.
 QY0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0502.See file dsdata.txt to determine how the superseded data were derived.
 QY0502
 QY0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR9354693248(NAD 83)
 QY0502
 QY0502  HISTORY     - Date     Condition        Report By
 QY0502  HISTORY     - 1952     MONUMENTED       USGS
 QY0502  HISTORY     - 1961     GOOD             USGS
 QY0502
 QY0502                          STATION DESCRIPTION
 QY0502
 QY0502'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QY0502'STATION IS LOCATED ABOUT 14.5 (AIRLINE) MI. NW. OF WHITEHALL, MONTANA,
 QY0502'ON A ROCKY, TIMBERED PEAK OVERLOOKING DELMOE LAKE FROM THE W.  STATION
 QY0502'IS LOCATED IN SEC. 28, T 3 N, R 6 W, NEAR SECTION LINE BETWEEN SECS.
 QY0502'21 AND 28.
 QY0502'
 QY0502'TO REACH STATION DELMOE, FOLLOW W. FROM WHITEHALL RAILROAD STATION
 QY0502'ALONG U.S. HIGHWAY 10-S. 4.3 MI.  TURN RIGHT PAST RAILROAD OVERPASS
 QY0502'ONTO PIPESTONE ROAD, GO 6.8 MI. TO RD. FORK.  TAKE LEFT FORK TO DELMOE
 QY0502'LAKE 4.3 MI. TO RD. FORK.  TAKE LEFT FORK AND PROCEED 1.6 MI. TO RD.
 QY0502'FORK MARKED --HOMESTAKE MINE AND BUTTE ROAD--.  TAKE LEFT FORK TO
 QY0502'BUTTE AND PROCEED 1.5 MI. TO SMALL PARK IN VALLEY.  TURN RIGHT ALONG
 QY0502'FAINT RD. ON E. SIDE OF PARK AND FOLLOW 0.3 MI. TO OLD BUILDINGS.
 QY0502'TURN RIGHT PAST OLD BARN AND PROCEED E. BY NE. THROUGH TIMBER AND
 QY0502'CLEARINGS TO OLD MINE RD. AND FOLLOW TO TOP OF RIDGE BY OLD MINE
 QY0502'SHAFTS ABOUT 0.5 MI. FROM OLD BUILDINGS.  ONE HOUR PACK FROM THIS
 QY0502'POINT TO STATION.  EASIEST APPROACH IS TO DROP INTO DRAIN TO RIGHT
 QY0502'AND FOLLOW DRAIN TO HEAD ON RIDGE RUNNING E. AND W.  TURN RIGHT
 QY0502'ALONG THIS RIDGE AND FOLLOW TO EASTERN MOST TOP.  LOCATED ON ROCKY
 QY0502'TIP EXTENDING NORTHWARD FROM MAIN PEAK, AND ABOUT 25 FT. LOWER THAN
 QY0502'MAIN PEAK AND LOOKING NORTHWARD OVER W. END OF DELMOE LAKE.
 QY0502'
 QY0502'RECOVERED.
 QY0502'
 QY0502'STATION MARK--A STANDARD TABLET, STAMPED ---DELMOE-1952 7421.5---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0785 ***********************************************************************
 TN0785  DESIGNATION -  DEMERS LOOKOUT
 TN0785  PID         -  TN0785
 TN0785  STATE/COUNTY-  MT/FLATHEAD
 TN0785  USGS QUAD   -  DEMERS RIDGE (1994)
 TN0785
 TN0785                         *CURRENT SURVEY CONTROL
 TN0785  ___________________________________________________________________
 TN0785* NAD 83(1992)-  48 38 42.61972(N)    114 12 34.39538(W)     ADJUSTED  
 TN0785* NAVD 88     -                                                        
 TN0785  ___________________________________________________________________
 TN0785  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 TN0785  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 TN0785
 TN0785  HORZ ORDER  -  THIRD
 TN0785
 TN0785.The horizontal coordinates were established by classical geodetic methods
 TN0785.and adjusted by the National Geodetic Survey in July 1992..
 TN0785
 TN0785
 TN0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0785
 TN0785.The geoid height was determined by GEOID03.
 TN0785
 TN0785;                    North         East     Units Scale Factor Converg.
 TN0785;SPC MT       -   498,840.874   253,230.166   MT  0.99980146   -3 26 42.2
 TN0785;SPC MT       - 1,636,617.04    830,807.63   iFT  0.99980146   -3 26 42.2
 TN0785;UTM  11      - 5,391,770.824   705,535.883   MT  1.00011904   +2 05 43.2
 TN0785
 TN0785                          SUPERSEDED SURVEY CONTROL
 TN0785
 TN0785  NAD 83(1986)-  48 38 42.63021(N)    114 12 34.39152(W) AD(       ) 4
 TN0785  NAD 27      -  48 38 42.73345(N)    114 12 30.91072(W) AD(       ) 3
 TN0785
 TN0785.Superseded values are not recommended for survey control.
 TN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0785.See file dsdata.txt to determine how the superseded data were derived.
 TN0785
 TN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0553691771(NAD 83)
 TN0785
 TN0785  HISTORY     - Date     Condition        Report By
 TN0785  HISTORY     - UNK      MONUMENTED
 TN0785  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TN0785  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TN0785
 TN0785                          STATION DESCRIPTION
 TN0785
 TN0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0785'THIS STATION HAS BEEN DESTROYED.  IT WAS LOCATED IN 1939, BUT
 TN0785'NOT DESCRIBED.
 TN0785
 TN0785                          STATION RECOVERY (1963)
 TN0785
 TN0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TN0785'THE LOOKOUT HOUSE HAS BEEN DESTROYED.  THE STATION NO LONGER
 TN0785'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0648 ***********************************************************************
 SR0648  DESIGNATION -  DENTON
 SR0648  PID         -  SR0648
 SR0648  STATE/COUNTY-  MT/FERGUS
 SR0648  USGS QUAD   -  DENTON (1979)
 SR0648
 SR0648                         *CURRENT SURVEY CONTROL
 SR0648  ___________________________________________________________________
 SR0648* NAD 83(1992)-  47 21 27.88813(N)    109 57 31.98668(W)     ADJUSTED  
 SR0648* NAVD 88     -      1163.585  (meters)    3817.53   (feet)  ADJUSTED  
 SR0648  ___________________________________________________________________
 SR0648  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 SR0648  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 SR0648  DYNAMIC HT  -        1163.506 (meters)    3817.27  (feet)  COMP
 SR0648  MODELED GRAV-     980,504.1   (mgal)                       NAVD 88
 SR0648
 SR0648  HORZ ORDER  -  SECOND
 SR0648  VERT ORDER  -  SECOND    CLASS 0
 SR0648
 SR0648.The horizontal coordinates were established by classical geodetic methods
 SR0648.and adjusted by the National Geodetic Survey in July 1992..
 SR0648
 SR0648.The orthometric height was determined by differential leveling
 SR0648.and adjusted by the National Geodetic Survey in June 1991..
 SR0648
 SR0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0648
 SR0648.The geoid height was determined by GEOID03.
 SR0648
 SR0648.The dynamic height is computed by dividing the NAVD 88
 SR0648.geopotential number by the normal gravity value computed on the
 SR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0648.degrees latitude (g = 980.6199 gals.).
 SR0648
 SR0648.The modeled gravity was interpolated from observed gravity values.
 SR0648
 SR0648;                    North         East     Units Scale Factor Converg.
 SR0648;SPC MT       -   345,427.228   565,353.296   MT  0.99941075   -0 20 08.4
 SR0648;SPC MT       - 1,133,291.43  1,854,833.65   iFT  0.99941075   -0 20 08.4
 SR0648;UTM  12      - 5,245,445.922   578,621.133   MT  0.99967596   +0 45 57.2
 SR0648
 SR0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0648!SPC MT       -   0.99981978  x   0.99941075  =   0.99923063
 SR0648!UTM  12      -   0.99981978  x   0.99967596  =   0.99949579
 SR0648
 SR0648|---------------------------------------------------------------------|
 SR0648| PID    Reference Object                     Distance      Geod. Az  |
 SR0648|                                                           dddmmss.s |
 SR0648| SR0649 DENTON RM 1                          35.701 METERS 07706     |
 SR0648| SR0647 DENTON RM 2                          50.996 METERS 14110     |
 SR0648| ST0493 MOUNTAIN STS TEL MICROWAVE MST                     2711527.0 |
 SR0648|---------------------------------------------------------------------|
 SR0648
 SR0648                          SUPERSEDED SURVEY CONTROL
 SR0648
 SR0648  NAD 83(1986)-  47 21 27.88531(N)    109 57 31.96778(W) AD(       ) 2
 SR0648  NAD 27      -  47 21 27.97170(N)    109 57 29.26560(W) AD(       ) 2
 SR0648  NGVD 29 (??/??/92) 1162.735  (m)         3814.74   (f) ADJ UNCH    2 0
 SR0648
 SR0648.Superseded values are not recommended for survey control.
 SR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0648.See file dsdata.txt to determine how the superseded data were derived.
 SR0648
 SR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT7862145446(NAD 83)
 SR0648_MARKER: DS = TRIANGULATION STATION DISK
 SR0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0648_STAMPING: DENTON 1961
 SR0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0648+STABILITY: SURFACE MOTION
 SR0648
 SR0648  HISTORY     - Date     Condition        Report By
 SR0648  HISTORY     - 1961     MONUMENTED       CGS
 SR0648  HISTORY     - 1961     GOOD             CGS
 SR0648
 SR0648                          STATION DESCRIPTION
 SR0648
 SR0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR0648'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF DENTON,
 SR0648'6-1/2 MILES EAST OF COFFEE CREEK, AND ON A SMALL KNOLL ON THE
 SR0648'SOUTH SIDE OF A CULTIVATED FIELD.
 SR0648'
 SR0648'TO REACH THE STATION FROM THE POST OFFICE AT DENTON, GO WEST
 SR0648'ON STATE HIGHWAY 235 FOR ONE BLOCK TO A CROSS ROAD.  TURN RIGHT,
 SR0648'NORTH, AND FOLLOW THE GRAVELED ROAD FOR 2.9 MILES TO A T-ROAD
 SR0648'TO THE RIGHT.  CONTINUE NORTH FOR 0.1 MILE TO A DRIVEWAY LEADING
 SR0648'WEST.  TURN LEFT, WEST, INTO THE DRIVEWAY FOR ABOUT 50 FEET,
 SR0648'THEN TURN RIGHT, NORTH, AND GO ACROSS COUNTRY FOR 0.1 MILE
 SR0648'TO THE TOP OF THE SMALL KNOLL AND THE STATION.
 SR0648'
 SR0648'THE STATION MARK, STAMPED DENTON 1961, IS A STANDARD DISK SET
 SR0648'IN A SQUARE CONCRETE POST ABOUT 14 INCHES BELOW THE SURFACE
 SR0648'OF THE GROUND.  IT IS 148 FEET WEST OF THE CENTER OF A GRAVELED
 SR0648'ROAD AND 116.8 FEET WEST OF A WITNESS POST.
 SR0648'
 SR0648'REFERENCE MARK NO. 1, STAMPED DENTON NO 1 1961, IS A STANDARD
 SR0648'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 SR0648'IT IS 31 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1.4
 SR0648'FEET SOUTH OF THE WITNESS POST.
 SR0648'
 SR0648'REFERENCE MARK NO. 2, STAMPED DENTON NO 2 1961, IS A STANDARD
 SR0648'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 SR0648'IT IS 31 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 167.3
 SR0648'FEET SOUTH OF THE WITNESS POST.
 SR0648'
 SR0648'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 166.23 FEET.
 SR0648
 SR0648                          STATION RECOVERY (1961)
 SR0648
 SR0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SR0648'3.1 MI N FROM DENTON.
 SR0648'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0648'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE 1.9
 SR0648'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 32, T 19 N, R 14 E, 0.15
 SR0648'MILE NORTH OF THE JUNCTION OF THE ROAD AND A TRACK ROAD LEADING EAST,
 SR0648'0.1 MILE NORTHEAST OF TWO LARGE RED BARNS, ON THE CREST OF A HILL WEST
 SR0648'OF THE ROAD, 154 FEET WEST OF THE CENTER LINE OF THE ROAD, 180.0 FEET
 SR0648'NORTHWEST OF DENTON R.M. 2, 117.1 FEET WEST OF DENTON R.M. 1, 117.0
 SR0648'FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0648'POST WHICH IS 15 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0649 ***********************************************************************
 SR0649  DESIGNATION -  DENTON RM 1
 SR0649  PID         -  SR0649
 SR0649  STATE/COUNTY-  MT/FERGUS
 SR0649  USGS QUAD   -  DENTON (1979)
 SR0649
 SR0649                         *CURRENT SURVEY CONTROL
 SR0649  ___________________________________________________________________
 SR0649* NAD 83(1986)-  47 21 27.     (N)    109 57 32.     (W)     SCALED    
 SR0649* NAVD 88     -      1162.444  (meters)    3813.78   (feet)  ADJUSTED  
 SR0649  ___________________________________________________________________
 SR0649  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 SR0649  DYNAMIC HT  -        1162.365 (meters)    3813.53  (feet)  COMP
 SR0649  MODELED GRAV-     980,504.1   (mgal)                       NAVD 88
 SR0649
 SR0649  VERT ORDER  -  SECOND    CLASS 0
 SR0649
 SR0649.The horizontal coordinates were scaled from a topographic map and have
 SR0649.an estimated accuracy of +/- 6 seconds.
 SR0649
 SR0649.The orthometric height was determined by differential leveling
 SR0649.and adjusted by the National Geodetic Survey in June 1991..
 SR0649
 SR0649.The geoid height was determined by GEOID03.
 SR0649
 SR0649.The dynamic height is computed by dividing the NAVD 88
 SR0649.geopotential number by the normal gravity value computed on the
 SR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0649.degrees latitude (g = 980.6199 gals.).
 SR0649
 SR0649.The modeled gravity was interpolated from observed gravity values.
 SR0649
 SR0649;                    North         East    Units  Estimated Accuracy
 SR0649;SPC MT       -   345,400.      565,350.      MT  (+/- 180 meters Scaled)
 SR0649
 SR0649                          SUPERSEDED SURVEY CONTROL
 SR0649
 SR0649  NGVD 29 (??/??/92) 1161.594  (m)         3811.00   (f) ADJ UNCH    2 0
 SR0649
 SR0649.Superseded values are not recommended for survey control.
 SR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0649.See file dsdata.txt to determine how the superseded data were derived.
 SR0649
 SR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT786454(NAD 83)
 SR0649_MARKER: DR = REFERENCE MARK DISK
 SR0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0649_STAMPING: DENTON NO 1 1961
 SR0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0649+STABILITY: SURFACE MOTION
 SR0649
 SR0649  HISTORY     - Date     Condition        Report By
 SR0649  HISTORY     - 1961     MONUMENTED       CGS
 SR0649
 SR0649                          STATION DESCRIPTION
 SR0649
 SR0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0649'3.1 MI N FROM DENTON.
 SR0649'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0649'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE 1.9
 SR0649'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 32, T 19 N, R 14 E, 0.15
 SR0649'MILE NORTH OF THE JUNCTION OF THE ROAD AND A TRACK ROAD LEADING EAST,
 SR0649'0.1 MILE NORTHEAST OF TWO LARGE RED BARNS, ON THE EAST SLOPE OF A
 SR0649'HILL, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 118 FEET SOUTH OF A
 SR0649'POWER POLE, IN LINE WITH A ROW OF POLES, 117.1 FEET EAST OF DENTON
 SR0649'1961 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 SR0649'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 SR0649'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0647 ***********************************************************************
 SR0647  DESIGNATION -  DENTON RM 2
 SR0647  PID         -  SR0647
 SR0647  STATE/COUNTY-  MT/FERGUS
 SR0647  USGS QUAD   -  DENTON (1979)
 SR0647
 SR0647                         *CURRENT SURVEY CONTROL
 SR0647  ___________________________________________________________________
 SR0647* NAD 83(1986)-  47 21 27.     (N)    109 57 32.     (W)     SCALED    
 SR0647* NAVD 88     -      1158.665  (meters)    3801.39   (feet)  ADJUSTED  
 SR0647  ___________________________________________________________________
 SR0647  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 SR0647  DYNAMIC HT  -        1158.586 (meters)    3801.13  (feet)  COMP
 SR0647  MODELED GRAV-     980,504.1   (mgal)                       NAVD 88
 SR0647
 SR0647  VERT ORDER  -  SECOND    CLASS 0
 SR0647
 SR0647.The horizontal coordinates were scaled from a topographic map and have
 SR0647.an estimated accuracy of +/- 6 seconds.
 SR0647
 SR0647.The orthometric height was determined by differential leveling
 SR0647.and adjusted by the National Geodetic Survey in June 1991..
 SR0647
 SR0647.The geoid height was determined by GEOID03.
 SR0647
 SR0647.The dynamic height is computed by dividing the NAVD 88
 SR0647.geopotential number by the normal gravity value computed on the
 SR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0647.degrees latitude (g = 980.6199 gals.).
 SR0647
 SR0647.The modeled gravity was interpolated from observed gravity values.
 SR0647
 SR0647;                    North         East    Units  Estimated Accuracy
 SR0647;SPC MT       -   345,400.      565,350.      MT  (+/- 180 meters Scaled)
 SR0647
 SR0647                          SUPERSEDED SURVEY CONTROL
 SR0647
 SR0647  NGVD 29 (??/??/92) 1157.814  (m)         3798.59   (f) ADJ UNCH    2 0
 SR0647
 SR0647.Superseded values are not recommended for survey control.
 SR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0647.See file dsdata.txt to determine how the superseded data were derived.
 SR0647
 SR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT786454(NAD 83)
 SR0647_MARKER: DR = REFERENCE MARK DISK
 SR0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0647_STAMPING: DENTON NO 2 1961
 SR0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0647+STABILITY: SURFACE MOTION
 SR0647
 SR0647  HISTORY     - Date     Condition        Report By
 SR0647  HISTORY     - 1961     MONUMENTED       CGS
 SR0647
 SR0647                          STATION DESCRIPTION
 SR0647
 SR0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0647'3.1 MI N FROM DENTON.
 SR0647'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0647'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE 1.9
 SR0647'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 32, T 19 N, R 14 E, 0.15
 SR0647'MILE NORTH OF THE JUNCTION OF THE ROAD AND A TRACK ROAD LEADING EAST,
 SR0647'0.1 MILE NORTHEAST OF TWO LARGE RED BARNS, 34 FEET WEST OF THE CENTER
 SR0647'LINE OF THE ROAD, 53 1/2 FEET NORTH OF A POWER POLE, 180.0 FEET
 SR0647'SOUTHEAST OF DENTON 1961, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 SR0647'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0485 ***********************************************************************
 TN0485  DESIGNATION -  DEPEW
 TN0485  PID         -  TN0485
 TN0485  STATE/COUNTY-  MT/FLATHEAD
 TN0485  USGS QUAD   -  BEAVER LAKE (1994)
 TN0485
 TN0485                         *CURRENT SURVEY CONTROL
 TN0485  ___________________________________________________________________
 TN0485* NAD 83(1992)-  48 27 20.63437(N)    114 29 01.47622(W)     ADJUSTED  
 TN0485* NAVD 88     -       945.619  (meters)    3102.42   (feet)  ADJUSTED  
 TN0485  ___________________________________________________________________
 TN0485  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 TN0485  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 TN0485  DYNAMIC HT  -         945.631 (meters)    3102.46  (feet)  COMP
 TN0485  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 TN0485
 TN0485  HORZ ORDER  -  SECOND
 TN0485  VERT ORDER  -  FIRST     CLASS II
 TN0485
 TN0485.The horizontal coordinates were established by classical geodetic methods
 TN0485.and adjusted by the National Geodetic Survey in July 1992..
 TN0485
 TN0485.The orthometric height was determined by differential leveling
 TN0485.and adjusted by the National Geodetic Survey in June 1991..
 TN0485
 TN0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0485
 TN0485.The geoid height was determined by GEOID03.
 TN0485
 TN0485.The dynamic height is computed by dividing the NAVD 88
 TN0485.geopotential number by the normal gravity value computed on the
 TN0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0485.degrees latitude (g = 980.6199 gals.).
 TN0485
 TN0485.The modeled gravity was interpolated from observed gravity values.
 TN0485
 TN0485;                    North         East     Units Scale Factor Converg.
 TN0485;SPC MT       -   479,071.877   231,728.653   MT  0.99971166   -3 38 44.3
 TN0485;SPC MT       - 1,571,758.13    760,264.61   iFT  0.99971166   -3 38 44.3
 TN0485;UTM  11      - 5,370,013.294   686,035.188   MT  1.00002523   +1 53 01.7
 TN0485
 TN0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0485!SPC MT       -   0.99985431  x   0.99971166  =   0.99956601
 TN0485!UTM  11      -   0.99985431  x   1.00002523  =   0.99987953
 TN0485
 TN0485|---------------------------------------------------------------------|
 TN0485| PID    Reference Object                     Distance      Geod. Az  |
 TN0485|                                                           dddmmss.s |
 TN0485| TN0486 DEPEW RM 1                            9.948 METERS 01935     |
 TN0485| TN0484 DEPEW AZ MK                                        2763907.6 |
 TN0485| TN0487 DEPEW RM 2                            8.916 METERS 30135     |
 TN0485|---------------------------------------------------------------------|
 TN0485
 TN0485                          SUPERSEDED SURVEY CONTROL
 TN0485
 TN0485  NAD 83(1986)-  48 27 20.64361(N)    114 29 01.47240(W) AD(       ) 2
 TN0485  NAD 27      -  48 27 20.77065(N)    114 28 57.97279(W) AD(       ) 2
 TN0485  NGVD 29 (07/19/86)  944.7    (m)         3099.     (f) VERT ANG       
 TN0485
 TN0485.Superseded values are not recommended for survey control.
 TN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0485.See file dsdata.txt to determine how the superseded data were derived.
 TN0485
 TN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP8603570013(NAD 83)
 TN0485_MARKER: DS = TRIANGULATION STATION DISK
 TN0485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0485_SP_SET: SHALLOW-SET PIPE
 TN0485_STAMPING: DEPEW 1959
 TN0485_PROJECTION: PROJECTING 30 CENTIMETERS
 TN0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0485_ROD/PIPE-DEPTH: 0.91 meters
 TN0485
 TN0485  HISTORY     - Date     Condition        Report By
 TN0485  HISTORY     - 1959     MONUMENTED       CGS
 TN0485  HISTORY     - 1960     GOOD             USGS
 TN0485  HISTORY     - 1979     GOOD             NGS
 TN0485
 TN0485                          STATION DESCRIPTION
 TN0485
 TN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0485'STATION IS LOCATED ON THE SOUTH END OF A NORTH-SOUTH ROCKY,
 TN0485'PARTIALLY TIMBERED RIDGE, ON LAND OWNED BY MRS. MOLLY FROMEY
 TN0485'WHO LIVES IN THE SMALL FRAME HOUSE JUST SOUTH OF THE STATION,
 TN0485'ABOUT 7-1/2 MILES BY HIGHWAY FROM THE SMALL VILLAGE OF OLNEY,
 TN0485'3 MILES NORTH AND 6-1/2 MILES WEST OF WHITEFISH AND 2-1/2
 TN0485'MILES SOUTHWEST OF THE NORTHWEST CORNER OF WHITEFISH LAKE,
 TN0485'NEAR THE CORNER OF SECTIONS 11, 12, 13, AND 14, T 31 N, R 22 W.
 TN0485'
 TN0485'REACHED FROM THE TRAFFIC LIGHT AT THE FIRST NATIONAL BANK,
 TN0485'IN WHITEFISH, BY GOING WEST AND NORTHWEST ON U.S. HIGHWAY 93
 TN0485'FOR 10.3 MILES TO A SIDE ROAD RIGHT AT THREE MAIL BOXES ON
 TN0485'THE LEFT (TO REACH THE AZIMUTH MARK FROM HERE CONTINUE NORTHWEST
 TN0485'ON HIGHWAY 93 FOR 0.15 MILE TO A DRIVEWAY LEFT AND THE MARK ON
 TN0485'THE LEFT), TURN RIGHT, EASTERLY, FOR 0.15 MILE TO A TELEPHONE
 TN0485'LINE POLE ON THE RIGHT WITH A TRIANGLE BLAZE ON THE NORTH SIDE
 TN0485'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY TO
 TN0485'THE FIRST BENCH OF THE RIDGE AND STATION.  A 5 MINUTE PACK.
 TN0485'
 TN0485'STATION MARK IS A STANDARD DISK, STAMPED DEPEW 1959, BRAZED
 TN0485'TO THE TOP OF A 2-INCH PIPE PROJECTING 12 INCHES.  IT IS 26
 TN0485'FEET SOUTHEAST OF A TRIANGLE BLAZE ON THE SOUTHEAST SIDE OF
 TN0485'A 4-INCH SPRUCE TREE, 13 FEET NORTHWEST OF THE SOUTHWEST EDGE
 TN0485'OF THE RIDGE AND 18.5 FEET SOUTHEAST OF AN 8-INCH SPRUCE STUMP
 TN0485'PROJECTING 3 FEET.
 TN0485'
 TN0485'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEPEW NO 1 1959,
 TN0485'BRAZED TO THE TOP OF A 2-INCH PIPE PROJECTING 7 INCHES.  IT
 TN0485'IS 23 FEET EAST OF THE TRIANGLE BLAZE AND 20 FEET EAST-NORTHEAST
 TN0485'OF THE STUMP.  ABOUT 8 FEET LOWER THAN STATION.
 TN0485'
 TN0485'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEPEW NO 2 1959,
 TN0485'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.
 TN0485'IT IS 20 FEET WEST OF THE STUMP, 15 FEET WEST-SOUTHWEST OF
 TN0485'THE TRIANGLE BLAZE AND 7 FEET EAST OF THE WEST EDGE OF THE
 TN0485'RIDGE.
 TN0485'
 TN0485'AZIMUTH MARK IS A STANDARD DISK, STAMPED DEPEW 1959, SET IN
 TN0485'THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 5 INCHES.
 TN0485'IT IS 72 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 93,
 TN0485'33 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING
 TN0485'WEST, 7 FEET NORTHEAST OF THE NORTHWEST EDGE OF A
 TN0485'WOODED AREA AND 1 FOOT SOUTH OF A TELEPHONE LINE POLE.  A
 TN0485'WHITE WITNESS POST WAS SET 6 FEET NORTHEAST OF THE MARK.
 TN0485
 TN0485                          STATION RECOVERY (1960)
 TN0485
 TN0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (JFB)
 TN0485'STATION MARK--STANDARD USC AND GS DISK ON PIPE 1.0 FT. ABOVE GROUND
 TN0485'AND STAMPED ---DEPEW 1959---.
 TN0485
 TN0485                          STATION RECOVERY (1979)
 TN0485
 TN0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0485'9.95 MI NW FROM WHITEFISH.
 TN0485'9.75 MILES NORTHWESTERLY ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 TN0485'SPOKANE AVENUE IN WHITEFISH, THENCE 0.1 MILE EAST ALONG TAMARACK
 TN0485'CREEK ROAD , THENCE 0.1 MILE NORTH THROUGH A GATE AND
 TN0485'ACROSS A PASTURE TO THE TOP OF THE SOUTH END OF A ROCK RIDGE,
 TN0485'APPROXIMATELY 5 PACES NORTH OF THE SOUTH EDGE OF THE RIDGE, 27 FEET
 TN0485'SOUTH OF AN 8 INCH DIAMETER SPRUCE TREE, 32 FEET SOUTHWEST OF MARK
 TN0485'DEPEW RM1, 30 FEET SOUTHEAST OF MARK DEPEW RM 2.
 TN0485'THE MARK IS 35 FT ABOVE THE PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0484 ***********************************************************************
 TN0484  DESIGNATION -  DEPEW AZ MK
 TN0484  PID         -  TN0484
 TN0484  STATE/COUNTY-  MT/FLATHEAD
 TN0484  USGS QUAD   -  BEAVER LAKE (1994)
 TN0484
 TN0484                         *CURRENT SURVEY CONTROL
 TN0484  ___________________________________________________________________
 TN0484* NAD 83(1986)-  48 27 19.     (N)    114 29 14.     (W)     SCALED    
 TN0484* NAVD 88     -       929.202  (meters)    3048.56   (feet)  ADJUSTED  
 TN0484  ___________________________________________________________________
 TN0484  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 TN0484  DYNAMIC HT  -         929.214 (meters)    3048.60  (feet)  COMP
 TN0484  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 TN0484
 TN0484  VERT ORDER  -  FIRST     CLASS II
 TN0484
 TN0484.The horizontal coordinates were scaled from a topographic map and have
 TN0484.an estimated accuracy of +/- 6 seconds.
 TN0484
 TN0484.The orthometric height was determined by differential leveling
 TN0484.and adjusted by the National Geodetic Survey in June 1991..
 TN0484
 TN0484.The geoid height was determined by GEOID03.
 TN0484
 TN0484.The dynamic height is computed by dividing the NAVD 88
 TN0484.geopotential number by the normal gravity value computed on the
 TN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0484.degrees latitude (g = 980.6199 gals.).
 TN0484
 TN0484.The modeled gravity was interpolated from observed gravity values.
 TN0484
 TN0484;                    North         East    Units  Estimated Accuracy
 TN0484;SPC MT       -   479,040.      231,470.      MT  (+/- 180 meters Scaled)
 TN0484
 TN0484                          SUPERSEDED SURVEY CONTROL
 TN0484
 TN0484.No superseded survey control is available for this station.
 TN0484
 TN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP857699(NAD 83)
 TN0484_MARKER: DZ = AZIMUTH MARK DISK
 TN0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0484_SP_SET: SHALLOW-SET PIPE
 TN0484_STAMPING: DEPEW 1959
 TN0484_PROJECTION: PROJECTING 15 CENTIMETERS
 TN0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0484_ROD/PIPE-DEPTH: 1.22 meters
 TN0484
 TN0484  HISTORY     - Date     Condition        Report By
 TN0484  HISTORY     - 1959     MONUMENTED       CGS
 TN0484  HISTORY     - 1979     GOOD             NGS
 TN0484
 TN0484                          STATION DESCRIPTION
 TN0484
 TN0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0484'9.85 MI NW FROM WHITEFISH.
 TN0484'9.85 MILES NORTHWESTERLY ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 TN0484'SPOKANE AVENUE IN WHITEFISH, 77 FEET SOUTHWEST OF THE CENTERLINE
 TN0484'OF HIGHWAY 93, 79 FEET NORTHWEST OF THE CENTERLINE OF A DIRT DRIVE
 TN0484'LEADING SOUTHWEST, 43 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT
 TN0484'DRIVE LEADING SOUTHWEST, 1.5 FEET SOUTHEAST OF POWERLINE POLE NO.
 TN0484'147840.
 TN0484'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 TN0484'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0486 ***********************************************************************
 TN0486  DESIGNATION -  DEPEW RM 1
 TN0486  PID         -  TN0486
 TN0486  STATE/COUNTY-  MT/FLATHEAD
 TN0486  USGS QUAD   -  BEAVER LAKE (1994)
 TN0486
 TN0486                         *CURRENT SURVEY CONTROL
 TN0486  ___________________________________________________________________
 TN0486* NAD 83(1986)-  48 27 20.     (N)    114 29 01.     (W)     SCALED    
 TN0486* NAVD 88     -       943.178  (meters)    3094.41   (feet)  ADJUSTED  
 TN0486  ___________________________________________________________________
 TN0486  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 TN0486  DYNAMIC HT  -         943.191 (meters)    3094.45  (feet)  COMP
 TN0486  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 TN0486
 TN0486  VERT ORDER  -  FIRST     CLASS II
 TN0486
 TN0486.The horizontal coordinates were scaled from a topographic map and have
 TN0486.an estimated accuracy of +/- 6 seconds.
 TN0486
 TN0486.The orthometric height was determined by differential leveling
 TN0486.and adjusted by the National Geodetic Survey in June 1991..
 TN0486
 TN0486.The geoid height was determined by GEOID03.
 TN0486
 TN0486.The dynamic height is computed by dividing the NAVD 88
 TN0486.geopotential number by the normal gravity value computed on the
 TN0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0486.degrees latitude (g = 980.6199 gals.).
 TN0486
 TN0486.The modeled gravity was interpolated from observed gravity values.
 TN0486
 TN0486;                    North         East    Units  Estimated Accuracy
 TN0486;SPC MT       -   479,050.      231,740.      MT  (+/- 180 meters Scaled)
 TN0486
 TN0486                          SUPERSEDED SURVEY CONTROL
 TN0486
 TN0486.No superseded survey control is available for this station.
 TN0486
 TN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP860699(NAD 83)
 TN0486_MARKER: DR = REFERENCE MARK DISK
 TN0486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0486_SP_SET: SHALLOW-SET PIPE
 TN0486_STAMPING: DEPEW NO 1 1959
 TN0486_PROJECTION: PROJECTING 30 CENTIMETERS
 TN0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0486_ROD/PIPE-DEPTH: 0.91 meters
 TN0486
 TN0486  HISTORY     - Date     Condition        Report By
 TN0486  HISTORY     - 1959     MONUMENTED       CGS
 TN0486  HISTORY     - 1979     GOOD             NGS
 TN0486
 TN0486                          STATION DESCRIPTION
 TN0486
 TN0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0486'9.95 MI NW FROM WHITEFISH.
 TN0486'9.75 MILES NORTHWESTERLY ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 TN0486'SPOKANE AVENUE IN WHITEFISH , THENCE 0.1 MILE EAST ALONG TAMARACK
 TN0486'CREEK ROAD , THENCE 0.1 NORTH THROUGH A GATE AND ACROSS
 TN0486'A PASTURE TO THE TOP OF THE SOUTH END OF A ROCK RIDGE, 32 FEET NORTH
 TN0486'NORTHEAST OF TRIANGULATION STATION DEPEW, 25 FEET EAST OF AN 8 INCH
 TN0486'DIAMETER SPRUCE TREE.
 TN0486'THE MARK IS 5 FT BELOW THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0487 ***********************************************************************
 TN0487  DESIGNATION -  DEPEW RM 2
 TN0487  PID         -  TN0487
 TN0487  STATE/COUNTY-  MT/FLATHEAD
 TN0487  USGS QUAD   -  BEAVER LAKE (1994)
 TN0487
 TN0487                         *CURRENT SURVEY CONTROL
 TN0487  ___________________________________________________________________
 TN0487* NAD 83(1986)-  48 27 20.     (N)    114 29 01.     (W)     SCALED    
 TN0487* NAVD 88     -       947.493  (meters)    3108.57   (feet)  ADJUSTED  
 TN0487  ___________________________________________________________________
 TN0487  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 TN0487  DYNAMIC HT  -         947.506 (meters)    3108.61  (feet)  COMP
 TN0487  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 TN0487
 TN0487  VERT ORDER  -  FIRST     CLASS II
 TN0487
 TN0487.The horizontal coordinates were scaled from a topographic map and have
 TN0487.an estimated accuracy of +/- 6 seconds.
 TN0487
 TN0487.The orthometric height was determined by differential leveling
 TN0487.and adjusted by the National Geodetic Survey in June 1991..
 TN0487
 TN0487.The geoid height was determined by GEOID03.
 TN0487
 TN0487.The dynamic height is computed by dividing the NAVD 88
 TN0487.geopotential number by the normal gravity value computed on the
 TN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0487.degrees latitude (g = 980.6199 gals.).
 TN0487
 TN0487.The modeled gravity was interpolated from observed gravity values.
 TN0487
 TN0487;                    North         East    Units  Estimated Accuracy
 TN0487;SPC MT       -   479,050.      231,740.      MT  (+/- 180 meters Scaled)
 TN0487
 TN0487                          SUPERSEDED SURVEY CONTROL
 TN0487
 TN0487.No superseded survey control is available for this station.
 TN0487
 TN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP860699(NAD 83)
 TN0487_MARKER: DR = REFERENCE MARK DISK
 TN0487_SETTING: 66 = SET IN ROCK OUTCROP
 TN0487_SP_SET: ROCK OUTCROP
 TN0487_STAMPING: DEPEW NO 2 1959
 TN0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0487+STABILITY: POSITION/ELEVATION WELL
 TN0487
 TN0487  HISTORY     - Date     Condition        Report By
 TN0487  HISTORY     - 1959     MONUMENTED       CGS
 TN0487  HISTORY     - 1979     GOOD             NGS
 TN0487
 TN0487                          STATION DESCRIPTION
 TN0487
 TN0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0487'9.95 MI NW FROM WHITEFISH.
 TN0487'9.75 MILES NORTHWESTERLY ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 TN0487'SPOKANE AVENUE IN WHITEFISH, THENCE 0.1 MILE ALONG TAMARACK CREEK
 TN0487'ROAD, THENCE 0.1 MILE NORTH THROUGH A GATE AND ACROSS
 TN0487'A PASTURE TO THE TOP OF THE SOUTH END OF A ROCK RIDGE, 30 FEET
 TN0487'NORTHWEST OF TRIANGULATION STATION DEPEW, 14.5 FEET WEST OF AN 8
 TN0487'INCH DIAMETER SPRUCE TREE.
 TN0487'THE MARK IS 6 FT ABOVE THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0939 ***********************************************************************
 TM0939  DESIGNATION -  DESERT
 TM0939  PID         -  TM0939
 TM0939  STATE/COUNTY-  MT/FLATHEAD
 TM0939  USGS QUAD   -  WEST GLACIER (1994)
 TM0939
 TM0939                         *CURRENT SURVEY CONTROL
 TM0939  ___________________________________________________________________
 TM0939* NAD 83(1992)-  48 25 53.63906(N)    113 57 59.24923(W)     ADJUSTED  
 TM0939* NAVD 88     -      1962.2    (meters)    6438.     (feet)  VERTCON   
 TM0939  ___________________________________________________________________
 TM0939  LAPLACE CORR-          14.46  (seconds)                    DEFLEC99
 TM0939  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 TM0939
 TM0939  HORZ ORDER  -  FIRST
 TM0939
 TM0939.The horizontal coordinates were established by classical geodetic methods
 TM0939.and adjusted by the National Geodetic Survey in July 1992..
 TM0939
 TM0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0939
 TM0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0939
 TM0939.The geoid height was determined by GEOID03.
 TM0939
 TM0939;                    North         East     Units Scale Factor Converg.
 TM0939;SPC MT       -   474,083.779   269,756.252   MT  0.99970102   -3 16 02.0
 TM0939;SPC MT       - 1,555,392.98    885,027.07   iFT  0.99970102   -3 16 02.0
 TM0939;UTM  12      - 5,368,520.362   280,579.070   MT  1.00019157   -2 13 13.0
 TM0939;UTM  11      - 5,368,714.900   724,382.389   MT  1.00021863   +2 16 13.9
 TM0939
 TM0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0939!SPC MT       -   0.99969498  x   0.99970102  =   0.99939610
 TM0939!UTM  12      -   0.99969498  x   1.00019157  =   0.99988650
 TM0939!UTM  11      -   0.99969498  x   1.00021863  =   0.99991355
 TM0939
 TM0939|---------------------------------------------------------------------|
 TM0939| PID    Reference Object                     Distance      Geod. Az  |
 TM0939|                                                           dddmmss.s |
 TM0939| CN3397 DESERT RM 1                           9.682 METERS 02731     |
 TM0939| CN3396 DESERT AZ MK                                       1730836.0 |
 TM0939| CN3398 DESERT RM 2                           8.847 METERS 20252     |
 TM0939|---------------------------------------------------------------------|
 TM0939
 TM0939                          SUPERSEDED SURVEY CONTROL
 TM0939
 TM0939  NAD 83(1986)-  48 25 53.65029(N)    113 57 59.23894(W) AD(       ) 1
 TM0939  NAD 27      -  48 25 53.76968(N)    113 57 55.82110(W) AD(       ) 1
 TM0939  NGVD 29 (07/19/86) 1961.0    (m)         6434.     (f) VERT ANG       
 TM0939
 TM0939.Superseded values are not recommended for survey control.
 TM0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0939.See file dsdata.txt to determine how the superseded data were derived.
 TM0939
 TM0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU8057968520(NAD 83)
 TM0939_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0939_SETTING: 66 = SET IN ROCK OUTCROP
 TM0939
 TM0939  HISTORY     - Date     Condition        Report By
 TM0939  HISTORY     - 1939     MONUMENTED       CGS
 TM0939  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TM0939  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TM0939
 TM0939                          STATION DESCRIPTION
 TM0939
 TM0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TM0939'NINETEEN MILES NORTHEAST OF KALISPELL, 4 MILES SOUTH BY EAST
 TM0939'OF BELTON, 1/3 MILE NORTH BY NORTH-NORTHWEST OF DESERT LOOKOUT
 TM0939'HOUSE, AIRLINE DISTANCES, ON THE SAME WOODED HILL AS THE LOOKOUT
 TM0939'HOUSE, 50 YARDS NORTH OF WHERE THE ROAD CROSSES THE RIDGE TOP
 TM0939'AND BENDS SOUTH TO THE LOOKOUT HOUSE.  THE STATION MARK IS ON
 TM0939'THE HIGHEST PART OF THE RIDGE, IN OUTCROP WHICH LEDGES OFF
 TM0939'TO A DEPTH OF 2-1/2 FEET, 3-1/2 FEET EAST-NORTHEAST OF THE
 TM0939'STATION MARK.  THE LEDGE IS ONE OF A SERIES OF PARALLEL OUTCROPS
 TM0939'WHICH RUN GENERALLY NORTH-NORTHWEST AND SOUTH-SOUTHEAST,
 TM0939'FORMING AN ANGLE OF ABOUT 45 DEGREES WITH THE RIDGE CREST.
 TM0939'THE RIDGE SLOPES GENTLY TO THE WEST.  THE MARK IS STAMPED
 TM0939'DESERT 1939.  ELEVATION OF THE STATION IS 6370 FEET AS PER
 TM0939'UNITED STATES FOREST SERVICE DATA.
 TM0939'
 TM0939'TO REACH FROM BELTON, GO SOUTH ON U.S. HIGHWAY 2 FOR 11.0 MILES
 TM0939'AND TURN LEFT OFF HIGHWAY (SOUTHEAST) AS PER SIGN SPOTTED BEAR,
 TM0939'SOUTH FORK RD, GO 1.7 MILES AND TURN LEFT (EAST) ON DIRT ROAD
 TM0939'OPPOSITE NEW CHECKING STATION, THEN GO EAST AND NORTH UPGRADE
 TM0939'FOR 9.0 MILES AS PER SIGNS DESERT MT. L.O., TO POINT WHERE THE
 TM0939'ROAD CROSSES A RIDGE AND MAKES A SHARP TURN SOUTH TOWARD THE
 TM0939'LOOKOUT.  THE STATION IS ABOUT 45 YARDS NORTH OF THIS POINT
 TM0939'ON HIGH POINT OF THE RIDGE.
 TM0939'
 TM0939'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 TM0939'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, 12A AND 12A
 TM0939'RESPECTIVELY.
 TM0939'
 TM0939'REFERENCE MARK NO. 1 IS SET IN THE SHELF OF ROCK FORMING THE
 TM0939'EAST SLOPE OF THE RIDGE, ABOUT 10 FEET EAST OF THE RIDGE CREST,
 TM0939'6 FEET LOWER THAN THE STATION, AND IS STAMPED DESERT NO. 1 1939.
 TM0939'
 TM0939'REFERENCE MARK NO. 2 IS SET IN THE THIRD OUTCROP SOUTH OF THE
 TM0939'STATION WHERE A SMALL MOUND IS FORMED BY A SWELL OF OUTCROP,
 TM0939'LEVEL WITH STATION AND STAMPED DESERT NO. 2 1939, FLUSH WITH
 TM0939'THE SURFACE.
 TM0939'
 TM0939'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, 23 FEET
 TM0939'EAST BY EAST-NORTHEAST OF CENTER OF DESERT MOUNTAIN LOOKOUT,
 TM0939'18.5 FEET NORTH-NORTHEAST OF THE SOUTHEAST SUPPORT OF THE
 TM0939'LOOKOUT TOWER, 0.35 MILE BY ROAD SOUTHEAST OF THE STATION,
 TM0939'STAMPED WITH ELEVATION 6370, NO DATE.
 TM0939
 TM0939                          STATION RECOVERY (1956)
 TM0939
 TM0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 TM0939'THE STATION MARK, STAMPED DESERT 1939, REFERENCE MARK ONE,
 TM0939'STAMPED DESERT NO 1 1939, REFERENCE MARK TWO, STAMPED DESERT
 TM0939'NO 2 1939, AND THE AZIMUTH MARK, STAMPED 6370, WERE RECOVERED
 TM0939'IN GOOD CONDITION.
 TM0939'
 TM0939'THE ORIGINAL 1939 DESCRIPTION IS COMPLETE.
 TM0939
 TM0939                          STATION RECOVERY (1963)
 TM0939
 TM0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0939'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 TM0939'RECOVERED AS PREVIOUSLY DESCRIBED.  THE 1939 ROUTING TO THE
 TM0939'STATION WAS NOT CHECKED OUT.  A NEW ROUTING TO THE STATION
 TM0939'FOLLOWS.  THE STATION WAS USED FOR CHECK ANGLES AND WAS NOT
 TM0939'OCCUPIED BY AN OBSERVING PARTY.
 TM0939'
 TM0939'TO REACH THE STATION FROM THE POST OFFICE IN MARTIN CITY, GO
 TM0939'EAST ON THE MAIN STREET FOR 1.45 MILES TO A REVERSE FORK ON
 TM0939'THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A GRAVELED
 TM0939'SIDE ROAD ON THE LEFT AT A SIGN SOUTH FORK ROAD NO. 38, DESERT
 TM0939'L. O. 9 MILES.  TURN LEFT AND GO ABOUT 50 YARDS TO A SIDE ROAD
 TM0939'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR
 TM0939'1.5 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN DESERT MTN.
 TM0939'ROAD, DESERT L. O. 8 MILES.  TURN RIGHT AND GO 4.55 MILES ON A
 TM0939'STEEP AND WINDING ROAD TO A SIDE ROAD ON THE RIGHT AT A SIGN
 TM0939'EMERY SPUR ROAD.  CONTINUE ON THE MAIN ROAD FOR 2.4 MILES
 TM0939'TO A POINT WHERE THE ROAD CROSSES A RIDGE AND TURNS SOUTH.
 TM0939'THE STATION IS 50 YARDS NORTH OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0940 ***********************************************************************
 TM0940  DESIGNATION -  DESERT MOUNTAIN LOOKOUT
 TM0940  PID         -  TM0940
 TM0940  STATE/COUNTY-  MT/FLATHEAD
 TM0940  USGS QUAD   -  WEST GLACIER (1994)
 TM0940
 TM0940                         *CURRENT SURVEY CONTROL
 TM0940  ___________________________________________________________________
 TM0940* NAD 83(1992)-  48 25 35.54862(N)    113 57 56.29533(W)     ADJUSTED  
 TM0940* NAVD 88     -                                                        
 TM0940  ___________________________________________________________________
 TM0940  LAPLACE CORR-          13.93  (seconds)                    DEFLEC99
 TM0940  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 TM0940
 TM0940  HORZ ORDER  -  THIRD
 TM0940
 TM0940.The horizontal coordinates were established by classical geodetic methods
 TM0940.and adjusted by the National Geodetic Survey in July 1992..
 TM0940
 TM0940
 TM0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0940
 TM0940.The geoid height was determined by GEOID03.
 TM0940
 TM0940;                    North         East     Units Scale Factor Converg.
 TM0940;SPC MT       -   473,522.608   269,785.024   MT  0.99969883   -3 15 59.9
 TM0940;SPC MT       - 1,553,551.86    885,121.47   iFT  0.99969883   -3 15 59.9
 TM0940;UTM  12      - 5,367,959.535   280,618.111   MT  1.00019136   -2 13 10.2
 TM0940;UTM  11      - 5,368,158.836   724,465.222   MT  1.00021909   +2 16 15.5
 TM0940
 TM0940                          SUPERSEDED SURVEY CONTROL
 TM0940
 TM0940  NAD 83(1986)-  48 25 35.55916(N)    113 57 56.29213(W) AD(       ) 4
 TM0940  NAD 27      -  48 25 35.67890(N)    113 57 52.87479(W) AD(       ) 3
 TM0940
 TM0940.Superseded values are not recommended for survey control.
 TM0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0940.See file dsdata.txt to determine how the superseded data were derived.
 TM0940
 TM0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU8061867960(NAD 83)
 TM0940
 TM0940  HISTORY     - Date     Condition        Report By
 TM0940  HISTORY     - UNK      MONUMENTED
 TM0940  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TM0940  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TM0940
 TM0940                          STATION DESCRIPTION
 TM0940
 TM0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (VRS)
 TM0940'THE LOOKOUT WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS
 TM0940'DESCRIPTION.  A COMPLETE DESCRIPTION FOLLOWS--
 TM0940'
 TM0940'THE STATION IS LOCATED 19 MILES AIRLINE NORTHEAST OF KALISPELL,
 TM0940'4 MILES SOUTHEAST OF BELTON ON THE SOUTH END OF THE RIDGE ALONG
 TM0940'THE TOP OF DESERT MOUNTAIN.
 TM0940'
 TM0940'TO REACH FROM BELTON GO SOUTH ON U.S. HIGHWAY 2 FOR 11.0 MILES
 TM0940'TO A GRADED ROAD LEFT AND SIGN SPOTTED BEAR RANGER STATION - SOUTH
 TM0940'FORK RD.  TURN LEFT AND GO EAST FOR 1.7 MILES TO A TRACK ROAD
 TM0940'OPPOSITE A GAME CHECKING STATION.  TURN LEFT AS PER SIGN DESERT
 TM0940'MTN L.O. AND GO 9.4 MILES ON THE MAIN TRAVELED ROAD TO THE
 TM0940'LOOKOUT TOWER AT THE END OF THE ROAD.
 TM0940'
 TM0940'THE STATION IS THE APEX OF THE ROOF OF THE CABIN ATOP A 25-FOOT
 TM0940'WOODEN TOWER.
 TM0940
 TM0940                          STATION RECOVERY (1963)
 TM0940
 TM0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0940'THE STATION WAS RECOVERED.  THE LOOKOUT HOUSE APPEARS TO BE IN
 TM0940'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0574 ***********************************************************************
 RU0574  DESIGNATION -  DESOLATE
 RU0574  PID         -  RU0574
 RU0574  STATE/COUNTY-  MT/ROSEBUD
 RU0574  USGS QUAD   -  FLAT BOTTOM COULEE NE (1969)
 RU0574
 RU0574                         *CURRENT SURVEY CONTROL
 RU0574  ___________________________________________________________________
 RU0574* NAD 83(1992)-  46 40 12.48149(N)    106 49 08.05414(W)     ADJUSTED  
 RU0574* NAVD 88     -       945.     (meters)    3100.     (feet)  SCALED    
 RU0574  ___________________________________________________________________
 RU0574  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 RU0574  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 RU0574
 RU0574  HORZ ORDER  -  FIRST
 RU0574
 RU0574.The horizontal coordinates were established by classical geodetic methods
 RU0574.and adjusted by the National Geodetic Survey in July 1992..
 RU0574
 RU0574.The orthometric height was scaled from a topographic map.
 RU0574
 RU0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0574
 RU0574.The geoid height was determined by GEOID03.
 RU0574
 RU0574;                    North         East     Units Scale Factor Converg.
 RU0574;SPC MT       -   272,437.994   805,004.028   MT  0.99941040   +1 57 40.4
 RU0574;SPC MT       -   893,825.44  2,641,089.33   iFT  0.99941040   +1 57 40.4
 RU0574;UTM  13      - 5,170,115.026   360,869.347   MT  0.99983793   -1 19 23.9
 RU0574
 RU0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0574!SPC MT       -   0.99985429  x   0.99941040  =   0.99926478
 RU0574!UTM  13      -   0.99985429  x   0.99983793  =   0.99969225
 RU0574
 RU0574:                Primary Azimuth Mark                     Grid Az
 RU0574:SPC MT       -  STROMSET                                 019 40 27.6
 RU0574:UTM  13      -  STROMSET                                 022 57 31.9
 RU0574
 RU0574|---------------------------------------------------------------------|
 RU0574| PID    Reference Object                     Distance      Geod. Az  |
 RU0574|                                                           dddmmss.s |
 RU0574| RU0571 STROMSET                            APPROX.14.8 KM 0213808.0 |
 RU0574| CQ5393 DESOLATE RM 2                        17.372 METERS 06318     |
 RU0574| CQ5392 DESOLATE RM 1                        25.650 METERS 16358     |
 RU0574|---------------------------------------------------------------------|
 RU0574
 RU0574                          SUPERSEDED SURVEY CONTROL
 RU0574
 RU0574  NAD 83(1986)-  46 40 12.47411(N)    106 49 08.02168(W) AD(       ) 1
 RU0574  NAD 27      -  46 40 12.49200(N)    106 49 05.84000(W) AD(       ) 1
 RU0574
 RU0574.Superseded values are not recommended for survey control.
 RU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0574.See file dsdata.txt to determine how the superseded data were derived.
 RU0574
 RU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM6086970115(NAD 83)
 RU0574_MARKER: DS = TRIANGULATION STATION DISK
 RU0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0574
 RU0574  HISTORY     - Date     Condition        Report By
 RU0574  HISTORY     - 1934     MONUMENTED       CGS
 RU0574
 RU0574                          STATION DESCRIPTION
 RU0574
 RU0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0574'TO REACH FROM FORSYTH--GO TO NORTH END OF BRIDGE OVER YELLOWSTONE
 RU0574'RIVER, FROM HERE GO 0.6 MILE TO INGOMAR AND JORDAN ROADS, TURN
 RU0574'RIGHT AND GO 4.3 MILES, CONTINUE STRAIGHT AHEAD 19.0 MILES TO
 RU0574'A WHITE SCHOOL ON THE RIGHT, GO 1.9 MILES AND TURN LEFT, FOLLOW
 RU0574'THIS ROAD FOR 0.6 MILE TO SOME SHEARING SHEDS AND A VACANT HOUSE,
 RU0574'FOLLOW THE ROAD WEST AND CROSS THE PORCUPINE CREEK GOING 1.5
 RU0574'MILES, CROSS THE WASH AND TAKE THE RIGHT FORK NORTHWEST
 RU0574'MAIN-TRAVELED ROAD, GO 1.0 MILE TAKE THE LEFT FORK WEST OFF THE
 RU0574'RIDGE AND GO 1.0 MILE, TURN RIGHT AND GO 0.3 MILE CONTINUE
 RU0574'STRAIGHT AHEAD AT THE FORKS GOING 2.4 MILES, TAKE THE RIGHT
 RU0574'FORK NORTH UP THE DIVIDE FOR 0.6 MILE, TURN LEFT AT THE TOP
 RU0574'OF THE BARREN RIDGE AND TURN WEST THEN NORTHWEST FOR 1.4
 RU0574'MILES ON A DIM SHEEP WAGON TRAIL TO THE HIGHEST POINT AND
 RU0574'STATION.
 RU0574'
 RU0574'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RU0574'DISKS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0727 ***********************************************************************
 RV0727  DESIGNATION -  DEVIL
 RV0727  PID         -  RV0727
 RV0727  STATE/COUNTY-  MT/MUSSELSHELL
 RV0727  USGS QUAD   -  LAKE MASON NW (1986)
 RV0727
 RV0727                         *CURRENT SURVEY CONTROL
 RV0727  ___________________________________________________________________
 RV0727* NAD 83(1992)-  46 40 21.79242(N)    108 40 46.14929(W)     ADJUSTED  
 RV0727* NAVD 88     -      1216.2    (meters)    3990.     (feet)  VERTCON   
 RV0727  ___________________________________________________________________
 RV0727  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 RV0727  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RV0727
 RV0727  HORZ ORDER  -  FIRST
 RV0727
 RV0727.The horizontal coordinates were established by classical geodetic methods
 RV0727.and adjusted by the National Geodetic Survey in July 1992..
 RV0727
 RV0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0727
 RV0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0727
 RV0727.The geoid height was determined by GEOID03.
 RV0727
 RV0727;                    North         East     Units Scale Factor Converg.
 RV0727;SPC MT       -   269,545.012   662,746.874   MT  0.99941013   +0 36 00.8
 RV0727;SPC MT       -   884,334.03  2,174,366.38   iFT  0.99941013   +0 36 00.8
 RV0727;UTM  12      - 5,171,411.033   677,490.015   MT  0.99998723   +1 41 18.6
 RV0727
 RV0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0727!SPC MT       -   0.99981144  x   0.99941013  =   0.99922168
 RV0727!UTM  12      -   0.99981144  x   0.99998723  =   0.99979867
 RV0727
 RV0727|---------------------------------------------------------------------|
 RV0727| PID    Reference Object                     Distance      Geod. Az  |
 RV0727|                                                           dddmmss.s |
 RV0727| CQ5394 DEVIL RM 1                           15.375 METERS 07711     |
 RV0727| RV0729 MOATS                               APPROX.22.4 KM 2401819.3 |
 RV0727| CQ5395 DEVIL RM 2                           17.825 METERS 35650     |
 RV0727|---------------------------------------------------------------------|
 RV0727
 RV0727                          SUPERSEDED SURVEY CONTROL
 RV0727
 RV0727  NAD 83(1986)-  46 40 21.78780(N)    108 40 46.11847(W) AD(       ) 1
 RV0727  NAD 27      -  46 40 21.90800(N)    108 40 43.61300(W) AD(       ) 1
 RV0727  NGVD 29 (07/19/86) 1215.4    (m)         3988.     (f) VERT ANG       
 RV0727
 RV0727.Superseded values are not recommended for survey control.
 RV0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0727.See file dsdata.txt to determine how the superseded data were derived.
 RV0727
 RV0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS7749071411(NAD 83)
 RV0727_MARKER: DS = TRIANGULATION STATION DISK
 RV0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0727
 RV0727  HISTORY     - Date     Condition        Report By
 RV0727  HISTORY     - 1934     MONUMENTED       CGS
 RV0727
 RV0727                          STATION DESCRIPTION
 RV0727
 RV0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0727'STATION IS LOCATED ABOUT 5 MILES AIRLINE AND SOUTH OF THE FERGUS
 RV0727'AND MUSSELSHELL COUNTY LINE ON THE EDGE OF THE MESA WEST OF THE
 RV0727'DEVILS BASIN.
 RV0727'
 RV0727'TO REACH FROM ROUNDUP.  FROM THE POST OFFICE FOLLOW U.S. HIGHWAY
 RV0727'87 E NORTH FOR 11.1 MILES AND PASS TEXACO SERVICE STATION ON
 RV0727'THE LEFT, CONTINUE NORTH FOR 0.7 MILE AND TURN LEFT OFF HIGHWAY.
 RV0727'FOLLOW THE MAIN-TRAVELED ROAD NORTHWEST AND WEST FOR 5.9 MILES,
 RV0727'TURN RIGHT AT SIGN READING ROUNDUP AND TYLER, GO NORTH AND TURN
 RV0727'RIGHT (2.9 MILES) THROUGH GATE AT ANOTHER SIGN THAT READS
 RV0727'TYLER AND ROUNDUP.  GO EAST 0.4 MILE, TURN RIGHT AND FOLLOW
 RV0727'DIM ROAD IN A SOUTHERLY DIRECTION ALONG THE EAST EDGE OF THE
 RV0727'MESA FOR 0.5 MILE TO THE STATION.
 RV0727'
 RV0727'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RV0727'DISKS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0502 ***********************************************************************
 RW0502  DESIGNATION -  DEVIL
 RW0502  PID         -  RW0502
 RW0502  STATE/COUNTY-  MT/SWEET GRASS
 RW0502  USGS QUAD   -  AMELONG CREEK (1972)
 RW0502
 RW0502                         *CURRENT SURVEY CONTROL
 RW0502  ___________________________________________________________________
 RW0502* NAD 83(1992)-  46 00 43.73634(N)    110 07 36.56131(W)     ADJUSTED  
 RW0502* NAVD 88     -      1859.6    (meters)    6101.     (feet)  VERTCON   
 RW0502  ___________________________________________________________________
 RW0502  LAPLACE CORR-         -14.41  (seconds)                    DEFLEC99
 RW0502  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 RW0502
 RW0502  HORZ ORDER  -  THIRD
 RW0502
 RW0502.The horizontal coordinates were established by classical geodetic methods
 RW0502.and adjusted by the National Geodetic Survey in July 1992..
 RW0502
 RW0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0502
 RW0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0502
 RW0502.The geoid height was determined by GEOID03.
 RW0502
 RW0502;                    North         East     Units Scale Factor Converg.
 RW0502;SPC MT       -   196,021.953   551,477.557   MT  0.99954360   -0 27 30.7
 RW0502;SPC MT       -   643,116.64  1,809,309.57   iFT  0.99954360   -0 27 30.7
 RW0502;UTM  12      - 5,095,767.940   567,597.260   MT  0.99965617   +0 37 41.7
 RW0502
 RW0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0502!SPC MT       -   0.99971025  x   0.99954360  =   0.99925398
 RW0502!UTM  12      -   0.99971025  x   0.99965617  =   0.99936652
 RW0502
 RW0502:                Primary Azimuth Mark                     Grid Az
 RW0502:SPC MT       -  SWAMP                                    182 08 27.4
 RW0502:UTM  12      -  SWAMP                                    181 03 15.0
 RW0502
 RW0502|---------------------------------------------------------------------|
 RW0502| PID    Reference Object                     Distance      Geod. Az  |
 RW0502|                                                           dddmmss.s |
 RW0502| QX0653 SWAMP                               APPROX. 9.2 KM 1814056.7 |
 RW0502|---------------------------------------------------------------------|
 RW0502
 RW0502                          SUPERSEDED SURVEY CONTROL
 RW0502
 RW0502  NAD 83(1986)-  46 00 43.73558(N)    110 07 36.55283(W) AD(       ) 3
 RW0502  NAD 27      -  46 00 43.95891(N)    110 07 33.85855(W) AD(       ) 3
 RW0502  NGVD 29 (07/19/86) 1858.5    (m)         6097.     (f) VERT ANG       
 RW0502
 RW0502.Superseded values are not recommended for survey control.
 RW0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0502.See file dsdata.txt to determine how the superseded data were derived.
 RW0502
 RW0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR6759795768(NAD 83)
 RW0502_MARKER: DD = SURVEY DISK
 RW0502_SETTING: 66 = SET IN ROCK OUTCROP
 RW0502_SP_SET: SET IN ROCK OUTCROP
 RW0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0502+STABILITY: POSITION/ELEVATION WELL
 RW0502
 RW0502  HISTORY     - Date     Condition        Report By
 RW0502  HISTORY     - 1948     MONUMENTED       USGS
 RW0502
 RW0502                          STATION DESCRIPTION
 RW0502
 RW0502'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0502'ABOUT 15.0 MI. NW. OF BIG TIMBER, ON THE S. SIDE OF BIG TIMBER ON THE
 RW0502'S. SIDE OF BIG TIMBER CANYON.
 RW0502'
 RW0502'TO REACH FROM BIG TIMBER POST OFFICE GO N. 2 BLOCKS, TURN RIGHT ON
 RW0502'U.S. HIGHWAY 10 0.3 MI. LEFT ON STATE HIGHWAY 19 8.0 MI., THENCE LEFT
 RW0502'3.55 MI., LEFT ON BIG TIMBER CANYON RD. 6.55 MI., TURN LEFT THROUGH
 RW0502'POLE GATE AND CROSS CREEK, GO 0.65 MI. FROM GATE AND TAKE RIGHT FORK
 RW0502'2.15 MI. LEAVE RD. AND GO UP DRAIN NE. TO TOP OF RIDGE, FOLLOW RIDGE
 RW0502'E. TO HIGHEST PART AND STATION SIGHT.  IT IS 1.35 MI. FROM POINT OF
 RW0502'LEAVING RD. TO STATION AND TRUCK CAN BE TAKEN TO TOP.
 RW0502'
 RW0502'STATION MARK - STANDARD TABLET CEMENTED IN ROCK AND STAMPED,
 RW0502'---DEVIL 1948---.
 RW0502'
 RW0502'REFERENCE MARKS ARE CHISLED ARROWS IN ROCK OUTCROP.
 RW0502'
 RW0502'REFERENCE MARK NO.1 - IS 62.25 FT. FROM STATION, N 77 DEG 25 MIN E.
 RW0502'
 RW0502'REFERENCE MARK NO.2 - IS 40.90 FT. FROM STATION, N 31 DEG 14 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0572 ***********************************************************************
 SQ0572  DESIGNATION -  DEVIL
 SQ0572  PID         -  SQ0572
 SQ0572  STATE/COUNTY-  MT/GARFIELD
 SQ0572  USGS QUAD   -  PINE GROVE SCHOOL (1987)
 SQ0572
 SQ0572                         *CURRENT SURVEY CONTROL
 SQ0572  ___________________________________________________________________
 SQ0572* NAD 83(1992)-  47 36 54.82479(N)    107 36 30.66369(W)     ADJUSTED  
 SQ0572* NAVD 88     -       880.89   (+/-2cm)    2890.1    (feet)  VERTCON   
 SQ0572  ___________________________________________________________________
 SQ0572  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 SQ0572  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SQ0572
 SQ0572  HORZ ORDER  -  SECOND
 SQ0572  VERT ORDER  -  THIRD ? (See Below)
 SQ0572
 SQ0572.The horizontal coordinates were established by classical geodetic methods
 SQ0572.and adjusted by the National Geodetic Survey in July 1992..
 SQ0572
 SQ0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0572.The vertical order pertains to the NGVD 29 superseded value.
 SQ0572
 SQ0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0572
 SQ0572.The geoid height was determined by GEOID03.
 SQ0572
 SQ0572;                    North         East     Units Scale Factor Converg.
 SQ0572;SPC MT       -   375,652.268   742,106.602   MT  0.99944795   +1 23 01.1
 SQ0572;SPC MT       - 1,232,454.95  2,434,732.95   iFT  0.99944795   +1 23 01.1
 SQ0572;UTM  13      - 5,276,832.950   303,979.940   MT  1.00007220   -1 55 38.5
 SQ0572
 SQ0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0572!SPC MT       -   0.99986439  x   0.99944795  =   0.99931241
 SQ0572!UTM  13      -   0.99986439  x   1.00007220  =   0.99993658
 SQ0572
 SQ0572|---------------------------------------------------------------------|
 SQ0572| PID    Reference Object                     Distance      Geod. Az  |
 SQ0572|                                                           dddmmss.s |
 SQ0572| CQ5397 DEVIL RM 1                            9.973 METERS 04602     |
 SQ0572| CQ5396 DEVIL AZ MK                                        2620420.9 |
 SQ0572| CQ5398 DEVIL RM 2                            9.808 METERS 30617     |
 SQ0572|---------------------------------------------------------------------|
 SQ0572
 SQ0572                          SUPERSEDED SURVEY CONTROL
 SQ0572
 SQ0572  NAD 83(1986)-  47 36 54.81927(N)    107 36 30.64814(W) AD(       ) 2
 SQ0572  NAD 27      -  47 36 54.81200(N)    107 36 28.27800(W) AD(       ) 2
 SQ0572  NGVD 29 (07/19/86)  880.16   (m)         2887.7    (f) LEVELING    3  
 SQ0572
 SQ0572.Superseded values are not recommended for survey control.
 SQ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0572.See file dsdata.txt to determine how the superseded data were derived.
 SQ0572
 SQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN0398076833(NAD 83)
 SQ0572_MARKER: DD = SURVEY DISK
 SQ0572_SETTING: 0 = UNSPECIFIED SETTING
 SQ0572
 SQ0572  HISTORY     - Date     Condition        Report By
 SQ0572  HISTORY     - 1948     MONUMENTED       USE
 SQ0572
 SQ0572                          STATION DESCRIPTION
 SQ0572
 SQ0572'DESCRIBED BY US ENGINEERS 1948 (MJT)
 SQ0572'STATION IS LOCATED ABOUT 35 MILES NORTHWEST OF JORDAN, ABOUT
 SQ0572'2 MILES SOUTH OF THE MOUTH OF DEVIL CREEK, 0.5 MILE SOUTH OF
 SQ0572'THE MISSOURI RIVER, ON THE FIRST HIGH GRASSY BUTTE EAST OF DEVIL
 SQ0572'CREEK, 0.5 MILE SOUTH OF THE MISSOURI RIVER, ON THE FIRST
 SQ0572'HIGH GRASSY BUTTE EAST OF DEVIL CREEK, ON GOVERNMENT PROPERTY.
 SQ0572'
 SQ0572'TO REACH FROM THE GARFIELD HOTEL IN JORDAN, GO WEST 1 BLOCK,
 SQ0572'TURN RIGHT AND GO 0.35 MILE TO A T-ROAD, TURN LEFT AND GO 21.1
 SQ0572'MILES TO THE EDSALL BROS. STORE ON THE LEFT, CONTINUE WEST
 SQ0572'FOR 2.4 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR
 SQ0572'6.7 MILES TO A T-ROAD, TURN RIGHT AND GO 3.65 MILES TO A FORK,
 SQ0572'TAKE LEFT FORK AND GO 6.65 MILES TO A FORK AND 3 OIL DRUMS
 SQ0572'USED AS MAIL BOXES, TAKE LEFT FORK AND GO 4.5 MILES TO A
 SQ0572'RESERVOIR ON RIGHT, CONTINUE WEST FOR 0.05 MILE TO A FORK,
 SQ0572'TAKE RIGHT FORK AND GO 4.2 MILES TO A FORK, TAKE RIGHT
 SQ0572'FORK AND GO 2.5 MILES DOWN STEEL HILL TO THE AZIMUTH MARK ON
 SQ0572'RIGHT, PACK EAST FROM HERE FOR ABOUT 1.5 MILES TO THE FIRST
 SQ0572'GRASSY BUTTE WITH SCATTERED PINES ON IT AND THE STATION.
 SQ0572'
 SQ0572'STATION IS A STANDARD CORPS OF ENGINEERS U.S. ARMY MAP CONTROL
 SQ0572'STATION MARK DISK SET IN THE TOP OF A 3-INCH IRON PIPE.  THE
 SQ0572'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED DEVIL.
 SQ0572'
 SQ0572'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SQ0572'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 8 INCHES, AND
 SQ0572'THE DISK IS STAMPED DEVIL USE NO 1 1948.
 SQ0572'
 SQ0572'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SQ0572'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 6 INCHES,
 SQ0572'AND THE DISK IS STAMPED DEVIL USE NO 2 1948.
 SQ0572'
 SQ0572'AZIMUTH MARK IS 1.5 MILES FROM STATION, 75 FEET NORTHEAST
 SQ0572'OF TRACK ROAD, AND 6 FEET NORTH OF A WITNESS POST.  IT IS A
 SQ0572'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH
 SQ0572'SQUARE CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE
 SQ0572'DISK IS STAMPED DEVIL USE 1949.
 SQ0572'
 SQ0572'LEEDY 1934, ELK (MORC), AND FORGEY WILL SEE FROM A 4-FOOT
 SQ0572'STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0627 ***********************************************************************
 TH0627  DESIGNATION -  DEVILS ELBOW
 TH0627  PID         -  TH0627
 TH0627  STATE/COUNTY-  MT/RICHLAND
 TH0627  USGS QUAD   -  TWOMILE CREEK (1989)
 TH0627
 TH0627                         *CURRENT SURVEY CONTROL
 TH0627  ___________________________________________________________________
 TH0627* NAD 83(1992)-  48 06 10.87268(N)    104 44 45.58391(W)     ADJUSTED  
 TH0627* NAVD 88     -       691.3    (meters)    2268.     (feet)  VERTCON   
 TH0627  ___________________________________________________________________
 TH0627  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 TH0627  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0627
 TH0627  HORZ ORDER  -  SECOND
 TH0627
 TH0627.The horizontal coordinates were established by classical geodetic methods
 TH0627.and adjusted by the National Geodetic Survey in July 1992..
 TH0627
 TH0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0627
 TH0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0627
 TH0627.The geoid height was determined by GEOID03.
 TH0627
 TH0627;                    North         East     Units Scale Factor Converg.
 TH0627;SPC MT       -   438,882.852   953,694.401   MT  0.99957433   +3 28 39.3
 TH0627;SPC MT       - 1,439,904.37  3,128,918.64   iFT  0.99957433   +3 28 39.3
 TH0627;UTM  13      - 5,327,781.793   518,909.831   MT  0.99960439   +0 11 20.6
 TH0627
 TH0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0627!SPC MT       -   0.99989442  x   0.99957433  =   0.99946880
 TH0627!UTM  13      -   0.99989442  x   0.99960439  =   0.99949886
 TH0627
 TH0627|---------------------------------------------------------------------|
 TH0627| PID    Reference Object                     Distance      Geod. Az  |
 TH0627|                                                           dddmmss.s |
 TH0627| CQ8221 DEVILS ELBOW RM 2                    20.049 METERS 00819     |
 TH0627| TH0631 FORT KIPP PRESB CH SPIRE            APPROX. 5.7 KM 0193452.3 |
 TH0627| TH0630 FORT KIPP CATH CH SPIRE             APPROX. 6.0 KM 0201434.2 |
 TH0627| TH0620 BLAIR GREAT NORTH RR TANK           APPROX.10.5 KM 0623338.7 |
 TH0627| CQ8220 DEVILS ELBOW RM 1                    14.311 METERS 10639     |
 TH0627| CQ8219 DEVILS ELBOW AZ MK                                 2102006.9 |
 TH0627|---------------------------------------------------------------------|
 TH0627
 TH0627                          SUPERSEDED SURVEY CONTROL
 TH0627
 TH0627  NAD 83(1986)-  48 06 10.87023(N)    104 44 45.57914(W) AD(       ) 2
 TH0627  NAD 27      -  48 06 10.80063(N)    104 44 43.70998(W) AD(       ) 2
 TH0627  NGVD 29 (07/19/86)  690.8    (m)         2266.     (f) VERT ANG       
 TH0627
 TH0627.Superseded values are not recommended for survey control.
 TH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0627.See file dsdata.txt to determine how the superseded data were derived.
 TH0627
 TH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP1891027782(NAD 83)
 TH0627_MARKER: DD = SURVEY DISK
 TH0627_SETTING: 0 = UNSPECIFIED SETTING
 TH0627
 TH0627  HISTORY     - Date     Condition        Report By
 TH0627  HISTORY     - 1948     MONUMENTED       MORC
 TH0627
 TH0627                          STATION DESCRIPTION
 TH0627
 TH0627'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (FXP)
 TH0627'THE STATION IS 10-1/2 MILES WEST-SOUTHWEST OF CULBERTSON, IN THE
 TH0627'S.E. 1/4 OF SEC. 10, T. 27 N., R. 54 E., ON THE H.A MILLER RANCH,
 TH0627'AND ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 2 FEET
 TH0627'WEST OF A FENCE AND 5.5 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 TH0627'STANDARD MISSOURI RIVER COMMISSION MARK FASTENED TO THE TOP OF A
 TH0627'4 INCH IRON PIPE THAT PROJECTS 4 INCHES.
 TH0627'
 TH0627'REFERENCE MARK NO. 1 IS 46.95 FEET EAST OF THE STATION.  THE MARK
 TH0627'PROJECTS 6 INCHES AND THE DISK IS STAMPED DEVILS ELBOW MORC
 TH0627'NO 1 1948.
 TH0627'
 TH0627'REFERENCE MARK NO. 2 IS 65.78 FEET NORTH OF THE STATION AND 22 FEET
 TH0627'EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 TH0627'STAMPED DEVILS ELBOW MORC NO 2 1948.
 TH0627'
 TH0627'THE AZIMUTH MARK IS 0.9 MILE SOUTH-SOUTHWEST OF THE STATION.  IT IS
 TH0627'24 FEET WEST OF A NORTH GATEPOST AND 6 FEET EAST OF A WITNESS POST.
 TH0627'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DEVILS ELBOW
 TH0627'MORC 1948.
 TH0627'
 TH0627'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TH0627'HIGHWAY 16 IN CULBERTSON, GO SOUTHEAST ON HIGHWAY 16 FOR 9.3 MILES
 TH0627'TO A GRAVEL ROAD RIGHT, TURN RIGHT, GO WEST 0.4 MILE, TURN LEFT, GO
 TH0627'SOUTH 0.45 MILE, TURN RIGHT, GO WEST 13.4 MILES TO THE MILLER
 TH0627'SCHOOL HOUSE, TURN RIGHT ON A TRACK ROAD BETWEEN THE SCHOOL AND
 TH0627'A BRIDGE AND GO 1.0 MILE TO A FORK, TAKE THE LEFT ROAD AND PAST
 TH0627'THE MILLER RANCH HOUSE AND GO 0.25 MILE TO A FORK, TAKE THE LEFT
 TH0627'ROAD, GO 0.15 MILE TO A GATE, PASS THROUGH THE GATE, GO 0.2 MILE
 TH0627'TO A FORK, TAKE THE LEFT ROAD, GO 0.9 MILE TO A GATE, PASS
 TH0627'THROUGH THE GATE, GO 0.3 MILE TO A FORK, TAKE THE LEFT ROAD, GO
 TH0627'0.1 MILE TO A SMALL CREEK, CROSS THE CREEK AND FOLLOW THE TRACK
 TH0627'ROAD NORTHWESTERLY 0.7 MILE TO A FORK, TAKE THE RIGHT ROAD AND GO
 TH0627'NORTH 0.75 MILE TO A FENCE CORNER, CONTINUE NORTH 0.9 MILE TO A
 TH0627'FORK AND THE BASE OF A HILL ON WHICH TRIANGULATION STATION
 TH0627'CHARLIE IS LOCATED, TAKE THE LEFT ROAD ALONG THE NORTH SIDE OF
 TH0627'A FENCE, GO 1.1 MILES TO A GATE, PASS THROUGH THE GATE, GO 0.1
 TH0627'MILE TO A FORK, TURN SHARP RIGHT, 0.35 MILE TO A POINT 200
 TH0627'FEET WEST OF A FENCE, TURN LEFT, GO 0.1 MILE TO A LOW SADDLE
 TH0627'AND A FORK, TAKE THE RIGHT ROAD, GO 0.25 MILE TO THE END OF A
 TH0627'FIRE BRAKE AND A FENCE, PASS THROUGH THE FENCE, TURN RIGHT, GO 0.1
 TH0627'MILE TO THE AZIMUTH MARK AND A GATE, PASS THROUGH THE GATE AND
 TH0627'FOLLOW A CATTLE TRAIL NORTHEASTERLY 0.6 MILE TO A FENCE, BEAR
 TH0627'RIGHT ALONG THE FENCE FOR 0.1 MILE, AT THIS POINT GO THROUGH THE
 TH0627'FENCE, CONTINUE NORTHEASTERLY 0.25 MILE TO A GATE, PASS THROUGH
 TH0627'THE GATE, CONTINUE NORTHEAST 100 YARDS, BEAR LEFT 100 YARDS TO
 TH0627'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0542 ***********************************************************************
 TL0542  DESIGNATION -  DEVON
 TL0542  PID         -  TL0542
 TL0542  STATE/COUNTY-  MT/TOOLE
 TL0542  USGS QUAD   -  MC CARTERS LAKE (1962)
 TL0542
 TL0542                         *CURRENT SURVEY CONTROL
 TL0542  ___________________________________________________________________
 TL0542* NAD 83(1992)-  48 30 04.69044(N)    111 29 33.03994(W)     ADJUSTED  
 TL0542* NAVD 88     -      1129.     (meters)    3704.     (feet)  SCALED    
 TL0542  ___________________________________________________________________
 TL0542  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 TL0542  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 TL0542
 TL0542  HORZ ORDER  -  THIRD
 TL0542
 TL0542.The horizontal coordinates were established by classical geodetic methods
 TL0542.and adjusted by the National Geodetic Survey in July 1992..
 TL0542
 TL0542.The orthometric height was scaled from a topographic map.
 TL0542
 TL0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0542
 TL0542.The geoid height was determined by GEOID03.
 TL0542
 TL0542;                    North         East     Units Scale Factor Converg.
 TL0542;SPC MT       -   474,290.045   452,809.696   MT  0.99973224   -1 27 27.1
 TL0542;SPC MT       - 1,556,069.70  1,485,596.12   iFT  0.99973224   -1 27 27.1
 TL0542;UTM  12      - 5,372,137.517   463,618.281   MT  0.99961626   -0 22 08.0
 TL0542
 TL0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0542!SPC MT       -   0.99982540  x   0.99973224  =   0.99955768
 TL0542!UTM  12      -   0.99982540  x   0.99961626  =   0.99944172
 TL0542
 TL0542:                Primary Azimuth Mark                     Grid Az
 TL0542:SPC MT       -  RED TANK                                 263 12 00.6
 TL0542:UTM  12      -  RED TANK                                 262 06 41.5
 TL0542
 TL0542|---------------------------------------------------------------------|
 TL0542| PID    Reference Object                     Distance      Geod. Az  |
 TL0542|                                                           dddmmss.s |
 TL0542| TL0565 RED TANK                            APPROX. 6.6 KM 2614433.5 |
 TL0542|---------------------------------------------------------------------|
 TL0542
 TL0542                          SUPERSEDED SURVEY CONTROL
 TL0542
 TL0542  NAD 83(1986)-  48 30 04.69219(N)    111 29 33.03513(W) AD(       ) 3
 TL0542  NAD 27      -  48 30 04.74934(N)    111 29 29.98294(W) AD(       ) 3
 TL0542
 TL0542.Superseded values are not recommended for survey control.
 TL0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0542.See file dsdata.txt to determine how the superseded data were derived.
 TL0542
 TL0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU6361872138(NAD 83)
 TL0542
 TL0542  HISTORY     - Date     Condition        Report By
 TL0542  HISTORY     - 1938     MONUMENTED       USGS
 TL0542  HISTORY     - 1961     MARK NOT FOUND   USGS
 TL0542
 TL0542                          STATION DESCRIPTION
 TL0542
 TL0542'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 TL0542'LOCATED 2.5 MI. N. AND 0.6 MI. W. OF DEVON, A STATION ON THE GREAT
 TL0542'NORTHERN RAILROAD, 24 FT. E. OF CENTER OF N-S. RD., AT APPROXIMATELY
 TL0542'1/4 CORNER BETWEEN SECTIONS 28 AND 29, T 32 N, R 2 E, AND
 TL0542'APPROXIMATELY AT HIGHEST POINT WHERE RD. CROSSES RIDGE.
 TL0542'
 TL0542'THIS MARK WAS SEARCHED FOR AND NOT FOUND.  LOCAL
 TL0542'RESIDENTS SAY THAT IT WAS DESTROYED WHEN THE RD. WAS ELEVATED.
 TL0542'
 TL0542'STATION MARK--STANDARD TABLET, STAMPED ---DEVON 1938---, CEMENTED IN
 TL0542'GRANITE BOULDER SET IN THE GROUND.
 TL0542'
 TL0542'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 TL0542'LIMESTONE BOULDER SET IN GROUND, 25 FT. E. OF CENTER OF RD., 100.00
 TL0542'FT. FROM STATION MARK, N 00 DEG 18 MIN W.
 TL0542'
 TL0542'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 TL0542'GRANITE BOULDER SET IN GROUND, 25 FT. W. OF CENTER OF RD., 49.40 FT.
 TL0542'FROM STATION MARK, S 85 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0562 ***********************************************************************
 TL0562  DESIGNATION -  DEVON
 TL0562  PID         -  TL0562
 TL0562  STATE/COUNTY-  MT/TOOLE
 TL0562  USGS QUAD   -  DEVON (1970)
 TL0562
 TL0562                         *CURRENT SURVEY CONTROL
 TL0562  ___________________________________________________________________
 TL0562* NAD 83(1992)-  48 28 47.60852(N)    111 27 02.94671(W)     ADJUSTED  
 TL0562* NAVD 88     -       975.8    (meters)    3201.     (feet)  VERTCON   
 TL0562  ___________________________________________________________________
 TL0562  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 TL0562  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 TL0562
 TL0562  HORZ ORDER  -  FIRST
 TL0562
 TL0562.The horizontal coordinates were established by classical geodetic methods
 TL0562.and adjusted by the National Geodetic Survey in July 1992..
 TL0562
 TL0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0562
 TL0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0562
 TL0562.The geoid height was determined by GEOID03.
 TL0562
 TL0562;                    North         East     Units Scale Factor Converg.
 TL0562;SPC MT       -   471,832.931   455,829.676   MT  0.99972249   -1 25 37.3
 TL0562;SPC MT       - 1,548,008.30  1,495,504.19   iFT  0.99972249   -1 25 37.3
 TL0562;UTM  12      - 5,369,738.517   466,684.072   MT  0.99961364   -0 20 15.1
 TL0562
 TL0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0562!SPC MT       -   0.99984940  x   0.99972249  =   0.99957193
 TL0562!UTM  12      -   0.99984940  x   0.99961364  =   0.99946310
 TL0562
 TL0562|---------------------------------------------------------------------|
 TL0562| PID    Reference Object                     Distance      Geod. Az  |
 TL0562|                                                           dddmmss.s |
 TL0562| CN3406 DEVON RM 2                           12.658 METERS 26740     |
 TL0562| CN3404 DEVON AZ MK                                        2694103.7 |
 TL0562| TL0564 DUNKIRK MONTANA PWR CO RAD MST      APPROX. 9.8 KM 2780338.7 |
 TL0562| CN3405 DEVON RM 1                           10.753 METERS 35924     |
 TL0562|---------------------------------------------------------------------|
 TL0562
 TL0562                          SUPERSEDED SURVEY CONTROL
 TL0562
 TL0562  NAD 83(1986)-  48 28 47.60855(N)    111 27 02.93804(W) AD(       ) 1
 TL0562  NAD 27      -  48 28 47.66249(N)    111 26 59.94494(W) AD(       ) 1
 TL0562  NGVD 29 (07/19/86)  974.8    (m)         3198.     (f) VERT ANG       
 TL0562
 TL0562.Superseded values are not recommended for survey control.
 TL0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0562.See file dsdata.txt to determine how the superseded data were derived.
 TL0562
 TL0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU6668469739(NAD 83)
 TL0562_MARKER: DS = TRIANGULATION STATION DISK
 TL0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0562
 TL0562  HISTORY     - Date     Condition        Report By
 TL0562  HISTORY     - 1964     MONUMENTED       CGS
 TL0562
 TL0562                          STATION DESCRIPTION
 TL0562
 TL0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0562'THE STATION IS ABOUT 4-1/2 MILES WEST OF GALATA, 1-1/2 MILES
 TL0562'NORTHEAST OF DEVON, AT THE SITE OF FOUR GRAIN TANKS.
 TL0562'
 TL0562'TO REACH THE STATION FROM THE POST OFFICE IN DEVON, GO NORTH ON
 TL0562'A PAVED ROAD FOR 0.8 ILE TO A FORK.  BEAR RIGHT AND GO EAST ON A
 TL0562'GRADED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TL0562'CONTINUE EAST FOR 0.15 MILE TO WHERE THE MAIN ROAD TURNS NORTH.
 TL0562'CONTINUE STRAIGHT AHEAD, EAST, ON A TRACK ROAD FOR 1.0 MILE TO
 TL0562'THE STATION ON THE RIGHT.
 TL0562'
 TL0562'THE STATION MARK IS A STANDARD DISK, STAMPED DEVON 1964, SET IN
 TL0562'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 TL0562'1 FOOT.  IT IS 100.2 FEET SOUTHWEST OF THE CENTER OF THE DOOR OF
 TL0562'THE WEST GRAIN TANK, 17.6 FEET SOUTH OF THE CENTERLINE OF THE
 TL0562'TRACK ROAD, 10 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD
 TL0562'AND 6.0 FEET NORTHWEST OF A WITNESS POST.
 TL0562'
 TL0562'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEVON NO 1 1964,
 TL0562'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0562'PROJECTING 1 FOOT.  IT IS 43 FEET NORTH OF THE NORTH EDGE OF THE
 TL0562'FIELD, 19.2 FEET NORTH OF THE CENTERLINE OF THE ROAD AND AT
 TL0562'ABOUT THE SAME ELEVATION AS THE STATION.
 TL0562'
 TL0562'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEVON NO 2 1964,
 TL0562'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0562'PROJECTING 1 FOOT.  IT IS 8 FEET NORTH OF THE NORTH EDGE OF THE
 TL0562'FIELD, 18.8 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 136.1 FEET
 TL0562'SOUTHWEST OF THE CENTER OF THE DOOR AND 0.11 METERS LOWER IN
 TL0562'ELEVATION THAN THE STATION.
 TL0562'
 TL0562'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEVON 1964, SET IN
 TL0562'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 TL0562'1 FOOT.  IT IS 42.5 FEET SOUTH OF THE CENTERLINE OF THE GRADED
 TL0562'ROAD, 5.7 FEET SOUTH OF A TELEPHONE LINE POLE AND 3.0 FEET EAST
 TL0562'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0617 ***********************************************************************
 QW0617  DESIGNATION -  DEWY
 QW0617  PID         -  QW0617
 QW0617  STATE/COUNTY-  MT/CARBON
 QW0617  USGS QUAD   -  FOSSIL LAKE (1991)
 QW0617
 QW0617                         *CURRENT SURVEY CONTROL
 QW0617  ___________________________________________________________________
 QW0617* NAD 83(1993)-  45 05 33.92947(N)    109 45 18.89282(W)     ADJUSTED  
 QW0617* NAVD 88     -      3487.7    (meters)   11443.     (feet)  VERTCON   
 QW0617  ___________________________________________________________________
 QW0617  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 QW0617  GEOID HEIGHT-          -7.49  (meters)                     GEOID03
 QW0617
 QW0617  HORZ ORDER  -  THIRD
 QW0617
 QW0617.The horizontal coordinates were established by classical geodetic methods
 QW0617.and adjusted by the National Geodetic Survey in January 1997..
 QW0617
 QW0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0617
 QW0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0617
 QW0617.The geoid height was determined by GEOID03.
 QW0617
 QW0617;                    North         East     Units Scale Factor Converg.
 QW0617;SPC MT       -    93,705.302   579,908.130   MT  0.99994559   -0 11 12.2
 QW0617;SPC MT       -   307,432.09  1,902,585.73   iFT  0.99994559   -0 11 12.2
 QW0617;SPC WYWC     -   510,663.858   520,872.320   MT  1.00001446   -0 42 43.2
 QW0617;UTM  12      - 4,994,008.346   597,947.062   MT  0.99971796   +0 52 54.0
 QW0617
 QW0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0617!SPC MT       -   0.99945466  x   0.99994559  =   0.99940028
 QW0617!SPC WYWC     -   0.99945466  x   1.00001446  =   0.99946911
 QW0617!UTM  12      -   0.99945466  x   0.99971796  =   0.99917277
 QW0617
 QW0617:                Primary Azimuth Mark                     Grid Az
 QW0617:SPC MT       -  GRANITE PEAK                             332 35 48.6
 QW0617:SPC WYWC     -  GRANITE PEAK                             333 07 19.6
 QW0617:UTM  12      -  GRANITE PEAK                             331 31 42.4
 QW0617
 QW0617|---------------------------------------------------------------------|
 QW0617| PID    Reference Object                     Distance      Geod. Az  |
 QW0617|                                                           dddmmss.s |
 QW0617| QW0616 GRANITE PEAK                        APPROX. 8.9 KM 3322436.4 |
 QW0617|---------------------------------------------------------------------|
 QW0617
 QW0617                          SUPERSEDED SURVEY CONTROL
 QW0617
 QW0617  NAD 83(1992)-  45 05 33.93009(N)    109 45 18.88276(W) AD(       ) 3
 QW0617  NAD 83(1986)-  45 05 33.92692(N)    109 45 18.87615(W) AD(       ) 3
 QW0617  NAD 27      -  45 05 34.12991(N)    109 45 16.23595(W) AD(       ) 3
 QW0617  NGVD 29 (07/19/86) 3486.2    (m)        11438.     (f) VERT ANG       
 QW0617
 QW0617.Superseded values are not recommended for survey control.
 QW0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0617.See file dsdata.txt to determine how the superseded data were derived.
 QW0617
 QW0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ9794794008(NAD 83)
 QW0617_MARKER: DD = SURVEY DISK
 QW0617_SETTING: 66 = SET IN ROCK OUTCROP
 QW0617_SP_SET: SET IN ROCK OUTCROP
 QW0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0617+STABILITY: POSITION/ELEVATION WELL
 QW0617
 QW0617  HISTORY     - Date     Condition        Report By
 QW0617  HISTORY     - 1953     MONUMENTED       USGS
 QW0617
 QW0617                          STATION DESCRIPTION
 QW0617
 QW0617'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QW0617'LOCATED ABOUT 14.0 MI. (AIRLINE) NE. OF COOKE, MONTANA, ABOUT 13.0
 QW0617'MI. (AIRLINE) NW. OF BEARTOOTH LAKE, ON A FLAT TOP IN THE GRANITE
 QW0617'RANGE.
 QW0617'
 QW0617'TO REACH FROM COOKE, DRIVE EASTWARD ON U.S. 12 TO MUDDY CREEK, TAKE
 QW0617'TRACK RD. NORTHWARD ON E. SIDE DRAIN TO END OF RD., PACK UP TRAIL
 QW0617'UP MUDDY CREEK TO GRANITE LAKE AND CONTINUE TO LAKE ELAINE, FROM NW.
 QW0617'END OF LAKE ELAINE, GO WESTWARD TO JORDAN LAKE, AROUND S. AND W.
 QW0617'SHORE, THEN WESTWARD TO OTTER LAKE, ALONG S. SHORE AND DOWN DRAIN
 QW0617'TO LAKE MARINNE N. THROUGH SADDLE AND CAMP AT NE. END OF LAKE, AN
 QW0617'8-10 HOUR HORSE PACK, CONTINUE N. UP STEEP SLOPE TO W. END OF LAKE,
 QW0617'NW. THROUGH SADDLE TO LAKE, AROUND N. SHORE AND WESTWARD TO RIDGE,
 QW0617'AND NORTHWARD UP RIDGE TO ROCK SLIDE.  A 2 HOUR HORSE PACK.  BACK
 QW0617'PACK W. AROUND RIDGE AND NE. UP DRAIN TO HEAD, N. TO SUMMIT, AND
 QW0617'NE. ALONG RIDGE TO PROMINENT OUTCROP, HIGHEST POINT, AND STATION
 QW0617'SITE.  A 1 HOUR BACK PACK.
 QW0617'
 QW0617'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, STAMPED ---DEWEY
 QW0617'1953---.
 QW0617'
 QW0617'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0501 ***********************************************************************
 RW0501  DESIGNATION -  DFBO 1
 RW0501  PID         -  RW0501
 RW0501  STATE/COUNTY-  MT/SWEET GRASS
 RW0501  USGS QUAD   -  BATTLESHIP BUTTE (1972)
 RW0501
 RW0501                         *CURRENT SURVEY CONTROL
 RW0501  ___________________________________________________________________
 RW0501* NAD 83(1992)-  46 00 12.10260(N)    110 00 50.20926(W)     ADJUSTED  
 RW0501* NAVD 88     -      1561.9    (meters)    5124.     (feet)  VERTCON   
 RW0501  ___________________________________________________________________
 RW0501  LAPLACE CORR-         -10.14  (seconds)                    DEFLEC99
 RW0501  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 RW0501
 RW0501  HORZ ORDER  -  THIRD
 RW0501
 RW0501.The horizontal coordinates were established by classical geodetic methods
 RW0501.and adjusted by the National Geodetic Survey in July 1992..
 RW0501
 RW0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0501
 RW0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0501
 RW0501.The geoid height was determined by GEOID03.
 RW0501
 RW0501;                    North         East     Units Scale Factor Converg.
 RW0501;SPC MT       -   194,982.084   560,208.729   MT  0.99954625   -0 22 33.4
 RW0501;SPC MT       -   639,705.00  1,837,955.15   iFT  0.99954625   -0 22 33.4
 RW0501;UTM  12      - 5,094,893.647   576,347.614   MT  0.99967166   +0 42 33.8
 RW0501
 RW0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0501!SPC MT       -   0.99975698  x   0.99954625  =   0.99930334
 RW0501!UTM  12      -   0.99975698  x   0.99967166  =   0.99942872
 RW0501
 RW0501:                Primary Azimuth Mark                     Grid Az
 RW0501:SPC MT       -  BILLY                                    036 32 30.8
 RW0501:UTM  12      -  BILLY                                    035 27 23.6
 RW0501
 RW0501|---------------------------------------------------------------------|
 RW0501| PID    Reference Object                     Distance      Geod. Az  |
 RW0501|                                                           dddmmss.s |
 RW0501| RV0760 BILLY                               APPROX. 5.7 KM 0360957.4 |
 RW0501|---------------------------------------------------------------------|
 RW0501
 RW0501                          SUPERSEDED SURVEY CONTROL
 RW0501
 RW0501  NAD 83(1986)-  46 00 12.10187(N)    110 00 50.19869(W) AD(       ) 3
 RW0501  NAD 27      -  46 00 12.32318(N)    110 00 47.51607(W) AD(       ) 3
 RW0501  NGVD 29 (07/19/86) 1560.8    (m)         5121.     (f) VERT ANG       
 RW0501
 RW0501.Superseded values are not recommended for survey control.
 RW0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0501.See file dsdata.txt to determine how the superseded data were derived.
 RW0501
 RW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR7634894894(NAD 83)
 RW0501_MARKER: DD = SURVEY DISK
 RW0501_SETTING: 66 = SET IN ROCK OUTCROP
 RW0501_SP_SET: SET IN ROCK OUTCROP
 RW0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0501+STABILITY: POSITION/ELEVATION WELL
 RW0501
 RW0501  HISTORY     - Date     Condition        Report By
 RW0501  HISTORY     - 1948     MONUMENTED       USGS
 RW0501
 RW0501                          STATION DESCRIPTION
 RW0501
 RW0501'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0501'STATION LOCATED 13.0 MI. AIR N. OF BIG TIMBER AND 14.0 MI. AIR S. OF
 RW0501'MELVILLE ON A SMALL GROUP OF LOW HILLS RUNNING NE. AND SW.
 RW0501'
 RW0501'TO REACH STATION FROM JUNCTION OF MAIN STREET AND U.S. HIGHWAY 10 IN
 RW0501'BIG TIMBER, PROCEED E. ALONG U.S. HIGHWAY 10 0.25 MI. TO JUNCTION OF
 RW0501'STATE 19 TAKE HIGHWAY 19 NE. AND N. 7.8 MI. TO SWEET GRASS RD.
 RW0501'LEADING NW. FOLLOW SWEET GRASS RD.NW. THEN N. 3.9 MI. TO TRACK RD.
 RW0501'LEADING W.  TAKE RD. W. 0.75 MI. TO RD. FORK.  CONTINUE AHEAD NW. 0.9
 RW0501'MI. TO AN INTERSECTION OF RD. AND A FENCE LINE.  PACK W. AROUND N.
 RW0501'END OF A SMALL HILL AND UP SMALL GORGE TO TOP OF A SMALL HILL AND
 RW0501'STATION SITE.
 RW0501'
 RW0501'STATION MARK - STANDARD TABLET STAMPED ---DFBO-1 1948--- AND SET IN
 RW0501'ROCKY OUTCROP.
 RW0501'
 RW0501'REFERENCE MARK 1 - CHISLED CROSS ON A ROCK IN OUTCROP 17.88 FT.,
 RW0501'N 00 DEG 03 MIN W, FROM STATION MARK.
 RW0501'
 RW0501'REFERENCE MARK 2 - CHISLED CROSS ON A FLAT ROCK IN OUTCROP 9.43 FT.,
 RW0501'S 48 DEG 53 MIN W, FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0333 ***********************************************************************
 QU0333  DESIGNATION -  DIAMOND
 QU0333  PID         -  QU0333
 QU0333  STATE/COUNTY-  MT/POWDER RIVER
 QU0333  USGS QUAD   -  SAYLE (1995)
 QU0333
 QU0333                         *CURRENT SURVEY CONTROL
 QU0333  ___________________________________________________________________
 QU0333* NAD 83(1993)-  45 14 57.01981(N)    105 55 58.00825(W)     ADJUSTED  
 QU0333* NAVD 88     -      1311.5    (meters)    4303.     (feet)  VERTCON   
 QU0333  ___________________________________________________________________
 QU0333  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 QU0333  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 QU0333
 QU0333  HORZ ORDER  -  FIRST
 QU0333
 QU0333.The horizontal coordinates were established by classical geodetic methods
 QU0333.and adjusted by the National Geodetic Survey in January 1997..
 QU0333
 QU0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0333
 QU0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0333
 QU0333.The geoid height was determined by GEOID03.
 QU0333
 QU0333;                    North         East     Units Scale Factor Converg.
 QU0333;SPC MT       -   117,428.968   879,906.142   MT  0.99985957   +2 36 34.0
 QU0333;SPC MT       -   385,265.64  2,886,831.17   iFT  0.99985957   +2 36 34.0
 QU0333;UTM  13      - 5,011,054.042   426,802.028   MT  0.99966588   -0 39 44.9
 QU0333
 QU0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0333!SPC MT       -   0.99979677  x   0.99985957  =   0.99965637
 QU0333!UTM  13      -   0.99979677  x   0.99966588  =   0.99946272
 QU0333
 QU0333|---------------------------------------------------------------------|
 QU0333| PID    Reference Object                     Distance      Geod. Az  |
 QU0333|                                                           dddmmss.s |
 QU0333| CQ8228 DIAMOND RM 1                         22.130 METERS 01043     |
 QU0333| CQ8229 DIAMOND RM 2                         26.060 METERS 16321     |
 QU0333| CQ8227 DIAMOND AZ MK                                      3221927.0 |
 QU0333|---------------------------------------------------------------------|
 QU0333
 QU0333                          SUPERSEDED SURVEY CONTROL
 QU0333
 QU0333  NAD 83(1992)-  45 14 57.01779(N)    105 55 57.99790(W) AD(       ) 1
 QU0333  NAD 83(1986)-  45 14 56.99447(N)    105 55 57.98384(W) AD(       ) 1
 QU0333  NAD 27      -  45 14 57.03100(N)    105 55 55.96000(W) AD(       ) 1
 QU0333  NGVD 29 (07/19/86) 1310.8    (m)         4301.     (f) VERT ANG       
 QU0333
 QU0333.Superseded values are not recommended for survey control.
 QU0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0333.See file dsdata.txt to determine how the superseded data were derived.
 QU0333
 QU0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL2680211054(NAD 83)
 QU0333_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QU0333_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QU0333_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 QU0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QU0333
 QU0333  HISTORY     - Date     Condition        Report By
 QU0333  HISTORY     - 1934     MONUMENTED       CGS
 QU0333  HISTORY     - 1949     GOOD             CGS
 QU0333
 QU0333                          STATION DESCRIPTION
 QU0333
 QU0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QU0333'THE STATION IS ABOUT 12 MILES EAST OF THE OTTER STORE ON THE
 QU0333'DIVIDE BETWEEN OTTER CREEK AND POWDER RIVER.  IT IS ON A
 QU0333'PROMINENT SMALL BARE BUTTE KNOWN AS DIAMOND BUTTE.  THIS BUTTE
 QU0333'IN A NORTH-AND-SOUTH DIRECTION AND HAS A ROCK CAIRN ON EACH
 QU0333'END.  THE ONE ON THE NORTH END IS 126 FEET FROM THE STATION.
 QU0333'THE SOUTH ONE IS 66 FEET FROM THE STATION.  IT IS EAST OF THE
 QU0333'TAYLOR CREEK ROAD ABOUT 1-1/2 MILES AND IN T. 4 S., R. 47 E.
 QU0333'
 QU0333'THE STATION MAY BE REACHED FROM THE OTTER STORE ON OTTER CREEK
 QU0333'BY GOING NORTH 5.45 MILES TO FORK.  TAKE RIGHT FORK, EAST,
 QU0333'0.1 MILE TO THE OTTER POST OFFICE.  FROM THERE CONTINUE EAST
 QU0333'0.3 MILE TO RANCH.  PASS THROUGH THE RANCH YARD AND CONTINUE
 QU0333'EAST ON THE TAYLOR CREEK ROAD 9.75 MILES TO A FORK AND A FOREST
 QU0333'SERVICE TOOL HOUSE ABOUT 75 YARDS SOUTHEAST OF THE ROAD.
 QU0333'CONTINUE STRAIGHT AHEAD 0.8 MILE TO CATTLE GUARD.  CONTINUE
 QU0333'2.55 MILES TO A POINT ABOUT 50 YARDS WEST OF A LEFT CURVE
 QU0333'IN THE ROAD.  LEAVE THE MAIN ROAD HERE, TURN SHARP RIGHT AND
 QU0333'FOLLOW DIM ROAD SOUTH AND EAST 0.3 MILE TO GATE, (THIS IS
 QU0333'THE GATE REFERRED TO IN THE DESCRIPTION OF THE AZIMUTH
 QU0333'MARK).  GO THROUGH THE GATE AND FOLLOW TOP OF RIDGE SOUTHEAST
 QU0333'TO FOOT OF BUTTE 0.4 MILE.  FROM HERE PACK UP THE RIDGE
 QU0333'ABOUT 75 YARDS TO THE TOP AND STATION.
 QU0333'
 QU0333'WATER AT RANCH JUST EAST OF OTTER POST OFFICE.  SUPPLIES AT
 QU0333'ASHLAND OR MILES CITY.
 QU0333'
 QU0333'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QU0333'BRONZE DISKS SET IN CONCRETE IN CLAY TILE PIPES.
 QU0333'
 QU0333'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, IS A STANDARD
 QU0333'DISK SET IN CONCRETE AT THE CENTER OF A CLAY TILE PIPE IMBEDDED IN
 QU0333'
 QU0333'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, IS A STANDARD
 QU0333'DISK SET IN CONCRETE AT THE CENTER OF A CLAY TILE PIPE IMBEDDED IN
 QU0333'GROUND.
 QU0333'
 QU0333'AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 56 FEET EAST
 QU0333'OF FENCE LINE AND 99 FEET SOUTHEAST OF SOUTH GATEPOST FENCE.
 QU0333'IT IS LOCATED ON THE NORTHWEST END OF THE SAME RIDGE OF WHICH
 QU0333'THE STATION BUTTE IS THE SOUTHEAST END.
 QU0333'
 QU0333'ALL MARKS PROJECT ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 QU0333'
 QU0333'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QU0333
 QU0333                          STATION RECOVERY (1949)
 QU0333
 QU0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0333'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION AND
 QU0333'THE DESCRIPTION IS ADEQUATE.  THE STATION WAS NOT OCCUPIED
 QU0333'AT THIS TIME AND NO DISTANCES OR DIRECTIONS WERE TAKEN TO
 QU0333'THE MARKS.  A NEW ROUTE WAS USED TO REACH THE STATION.
 QU0333'
 QU0333'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN
 QU0333'OF BROADUS, MONTANA GO WEST ON U.S. HIGHWAY 212 FOR 0.3 MILE
 QU0333'TO A FORKS AND A SIGN MOREHEAD, ARVADA.  TAKE THE LEFT FORK,
 QU0333'GRAVEL ROAD, AND GO SOUTHWESTERLY ON THE MAIN ROAD FOR 25.9
 QU0333'MILES TO A ROAD TO THE RIGHT.  TURN RIGHT ACROSS A CATTLE
 QU0333'GUARD AND FOLLOW THE MAIN ROAD FOR 2.7 MILES TO A SIGN, ENTERING
 QU0333'CUSTER NATIONAL FOREST.  CONTINUE ON THE MAIN ROAD FOR 10.4
 QU0333'MILES TO A FORK AND A SIGN SAYLE 1, SONNETTE 14.  TAKE THE
 QU0333'RIGHT FORK ACROSS A CATTLE GUARD AND GO EASTERLY FOR 2.1
 QU0333'MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.5 MILES TO A
 QU0333'ROAD TO THE RIGHT.  TURN RIGHT AND GO 0.05 MILE TO A GATE.
 QU0333'PASS THROUGH THE GATE AND TAKE THE DIM TRACKS TO THE
 QU0333'RIGHT, SOUTHERLY, ALONG THE RIDGE FOR ABOUT 0.4 MILE TO THE FOOT
 QU0333'OF A SMALL BUTTE.  THE STATION IS ON THE TOP OF THIS
 QU0333'BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0138 ***********************************************************************
 QY0138  DESIGNATION -  DILL
 QY0138  PID         -  QY0138
 QY0138  STATE/COUNTY-  MT/BEAVERHEAD
 QY0138  USGS QUAD   -  GLEN SE (1979)
 QY0138
 QY0138                         *CURRENT SURVEY CONTROL
 QY0138  ___________________________________________________________________
 QY0138* NAD 83(1992)-  45 15 22.99228(N)    112 33 17.82730(W)     ADJUSTED  
 QY0138* NAVD 88     -      1588.146  (meters)    5210.44   (feet)  ADJUSTED  
 QY0138  ___________________________________________________________________
 QY0138  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 QY0138  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 QY0138  DYNAMIC HT  -        1587.511 (meters)    5208.36  (feet)  COMP
 QY0138  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 QY0138
 QY0138  HORZ ORDER  -  FIRST
 QY0138  VERT ORDER  -  FIRST     CLASS II
 QY0138
 QY0138.This mark is at Dillon Airport (DLN)
 QY0138
 QY0138.The horizontal coordinates were established by classical geodetic methods
 QY0138.and adjusted by the National Geodetic Survey in July 1992..
 QY0138
 QY0138.The orthometric height was determined by differential leveling
 QY0138.and adjusted by the National Geodetic Survey in June 1991..
 QY0138
 QY0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0138
 QY0138.The geoid height was determined by GEOID03.
 QY0138
 QY0138.The dynamic height is computed by dividing the NAVD 88
 QY0138.geopotential number by the normal gravity value computed on the
 QY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0138.degrees latitude (g = 980.6199 gals.).
 QY0138
 QY0138.The modeled gravity was interpolated from observed gravity values.
 QY0138
 QY0138;                    North         East     Units Scale Factor Converg.
 QY0138;SPC MT       -   116,530.771   360,298.732   MT  0.99985578   -2 14 05.0
 QY0138;SPC MT       -   382,318.80  1,182,082.45   iFT  0.99985578   -2 14 05.0
 QY0138;UTM  12      - 5,012,608.391   377,993.901   MT  0.99978302   -1 06 16.4
 QY0138
 QY0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0138!SPC MT       -   0.99975284  x   0.99985578  =   0.99960866
 QY0138!UTM  12      -   0.99975284  x   0.99978302  =   0.99953592
 QY0138
 QY0138:                Primary Azimuth Mark                     Grid Az
 QY0138:SPC MT       -  RNG DILLON RADIO DLN                     012 18 44.1
 QY0138:UTM  12      -  RNG DILLON RADIO DLN                     011 10 55.5
 QY0138
 QY0138|---------------------------------------------------------------------|
 QY0138| PID    Reference Object                     Distance      Geod. Az  |
 QY0138|                                                           dddmmss.s |
 QY0138| QY0517 RNG DILLON RADIO DLN                APPROX. 3.6 KM 0100439.1 |
 QY0138| QY0516 AIRWAY BCN 32 DILLON MUN APT        427.673 METERS 1740256.5 |
 QY0138| QY0137 DILL RM 1                             9.262 METERS 18839     |
 QY0138| QY0135 HWY 91 STA 467+91.60                APPROX. 0.8 KM 2362724.8 |
 QY0138| QY0139 DILL RM 2                            11.174 METERS 35410     |
 QY0138|---------------------------------------------------------------------|
 QY0138
 QY0138                          SUPERSEDED SURVEY CONTROL
 QY0138
 QY0138  NAD 83(1986)-  45 15 22.99247(N)    112 33 17.82537(W) AD(       ) 1
 QY0138  NAD 27      -  45 15 23.27600(N)    112 33 14.76100(W) AD(       ) 1
 QY0138  NGVD 29 (??/??/92) 1587.007  (m)         5206.71   (f) ADJ UNCH    1 2
 QY0138
 QY0138.Superseded values are not recommended for survey control.
 QY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0138.See file dsdata.txt to determine how the superseded data were derived.
 QY0138
 QY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7799412608(NAD 83)
 QY0138_MARKER: DS = TRIANGULATION STATION DISK
 QY0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0138_STAMPING: DILL 1956
 QY0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0138+STABILITY: SURFACE MOTION
 QY0138
 QY0138  HISTORY     - Date     Condition        Report By
 QY0138  HISTORY     - 1956     MONUMENTED       CGS
 QY0138  HISTORY     - 1958     SEE DESCRIPTION  CGS
 QY0138  HISTORY     - 1962     GOOD             NGS
 QY0138
 QY0138                          STATION DESCRIPTION
 QY0138
 QY0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0138'THE STATION IS LOCATED ON PROPERTY OF THE DILLON AIRPORT
 QY0138'WHICH LIES ABOUT 4 MILES NORTHEAST OF DILLON.  IT IS ABOUT
 QY0138'0.3 MILE NORTH OF THE AIRPORT BEACON, 6 FEET NORTHEAST OF A
 QY0138'WHITE 4 IN X 4 IN WITNESS POST AND 5 FEET EAST OF THE BOUNDARY
 QY0138'FENCE.
 QY0138'
 QY0138'TO REACH FROM THE RAILROAD DEPOT AT DILLON.  GO NORTHERLY
 QY0138'ON U.S. HIGHWAY 91 FOR 0.7 MILE.  CONTINUE STRAIGHT AHEAD,
 QY0138'ON STATE HIGHWAY 41, FOR 3.4 MILES.  TURN RIGHT, ONTO A GRAVELED
 QY0138'ROAD, AND GO EASTERLY FOR 1.2 MILE.  TURN LEFT, PASS TO
 QY0138'THE LEFT HAND SIDE OF THE HANGARS, AND GO NORTHERLY FOR 0.25
 QY0138'MILE TO THE HIGH GROUND AND THE STATION.
 QY0138'
 QY0138'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QY0138'DILL 1956.
 QY0138'
 QY0138'REFERENCE MARK 1 IS 1 FOOT EAST OF A WIRE FENCE AND AT ABOUT
 QY0138'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 4 INCHES,
 QY0138'AND THE DISK IS STAMPED DILL NO 1 1956.
 QY0138'
 QY0138'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE AND AT ABOUT
 QY0138'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 5 INCHES,
 QY0138'AND THE DISK IS STAMPED DILL NO 2 1956.
 QY0138'
 QY0138'THE AZIMUTH MARK IS A U.S. BUREAU OF RECLAMATION BENCH MARK
 QY0138'DISK, UNSTAMPED, FIXED TO THE TOP OF A 2 INCH IRON PIPE
 QY0138'WHICH PROJECTS 2 INCHES.  IT IS LOCATED ABOUT 0.5 MILE SOUTH
 QY0138'SOUTHWEST OF THE STATION, ABOUT 0.15 MILE NORTH OF SEVERAL
 QY0138'PRIVATE HANGERS, ABOUT 0.1 MILE SOUTH OF THE AIRPORT ACCESS
 QY0138'ROAD AND ON AN OPEN GRASSY PLAIN.
 QY0138
 QY0138                          STATION RECOVERY (1958)
 QY0138
 QY0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 QY0138'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK - 467 +
 QY0138'91.60 (USBR) - WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 QY0138'IS ADEQUATE AND COMPLETE.
 QY0138
 QY0138                          STATION RECOVERY (1962)
 QY0138
 QY0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QY0138'5.85 MI NE FROM DILLON.
 QY0138'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 QY0138'STATION AT DILLON, THENCE 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 41,
 QY0138'THENCE 0.95 MILE EAST ALONG THE AIRPORT ROAD, THENCE 0.3 MILE NORTH
 QY0138'ALONG A FENCE LINE, 0.3 MILE NORTH OF THE AIRPORT BEACON LIGHT AND
 QY0138'WEATHER STATION, 525 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 QY0138'PAVED RUNWAY, 5 FEET EAST OF THE FENCE, 5.8 FEET NORTHEAST OF A
 QY0138'WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0137 ***********************************************************************
 QY0137  DESIGNATION -  DILL RM 1
 QY0137  PID         -  QY0137
 QY0137  STATE/COUNTY-  MT/BEAVERHEAD
 QY0137  USGS QUAD   -  GLEN SE (1979)
 QY0137
 QY0137                         *CURRENT SURVEY CONTROL
 QY0137  ___________________________________________________________________
 QY0137* NAD 83(1986)-  45 15 23.     (N)    112 33 17.     (W)     SCALED    
 QY0137* NAVD 88     -      1588.162  (meters)    5210.49   (feet)  ADJUSTED  
 QY0137  ___________________________________________________________________
 QY0137  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 QY0137  DYNAMIC HT  -        1587.526 (meters)    5208.41  (feet)  COMP
 QY0137  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 QY0137
 QY0137  VERT ORDER  -  FIRST     CLASS II
 QY0137
 QY0137.This mark is at Dillon Airport (DLN)
 QY0137
 QY0137.The horizontal coordinates were scaled from a topographic map and have
 QY0137.an estimated accuracy of +/- 6 seconds.
 QY0137
 QY0137.The orthometric height was determined by differential leveling
 QY0137.and adjusted by the National Geodetic Survey in June 1991..
 QY0137
 QY0137.The geoid height was determined by GEOID03.
 QY0137
 QY0137.The dynamic height is computed by dividing the NAVD 88
 QY0137.geopotential number by the normal gravity value computed on the
 QY0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0137.degrees latitude (g = 980.6199 gals.).
 QY0137
 QY0137.The modeled gravity was interpolated from observed gravity values.
 QY0137
 QY0137;                    North         East    Units  Estimated Accuracy
 QY0137;SPC MT       -   116,530.      360,320.      MT  (+/- 180 meters Scaled)
 QY0137
 QY0137                          SUPERSEDED SURVEY CONTROL
 QY0137
 QY0137  NGVD 29 (??/??/92) 1587.023  (m)         5206.76   (f) ADJ UNCH    1 2
 QY0137
 QY0137.Superseded values are not recommended for survey control.
 QY0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0137.See file dsdata.txt to determine how the superseded data were derived.
 QY0137
 QY0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR780126(NAD 83)
 QY0137_MARKER: DR = REFERENCE MARK DISK
 QY0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0137_STAMPING: DILL NO 1 1956
 QY0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0137+STABILITY: SURFACE MOTION
 QY0137
 QY0137  HISTORY     - Date     Condition        Report By
 QY0137  HISTORY     - 1956     MONUMENTED       CGS
 QY0137  HISTORY     - 1962     GOOD             NGS
 QY0137
 QY0137                          STATION DESCRIPTION
 QY0137
 QY0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0137'5.85 MI NE FROM DILLON.
 QY0137'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 QY0137'STATION AT DILLON, THENCE 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 31,
 QY0137'THENCE 0.95 MILE EAST ALONG THE AIRPORT ROAD, THENCE 0.3 MILE NORTH
 QY0137'ALONG A FENCE LINE, 30.5 FEET SOUTH OF THE STATION, 0.8 FEET EAST OF
 QY0137'THE FENCE LINE, 26.5 FEET SOUTH OF A WITNESS POST, 67.2 FEET SOUTH OF
 QY0137'REFERENCE MARK NO. 2, AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 QY0137'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0139 ***********************************************************************
 QY0139  DESIGNATION -  DILL RM 2
 QY0139  PID         -  QY0139
 QY0139  STATE/COUNTY-  MT/BEAVERHEAD
 QY0139  USGS QUAD   -  GLEN SE (1979)
 QY0139
 QY0139                         *CURRENT SURVEY CONTROL
 QY0139  ___________________________________________________________________
 QY0139* NAD 83(1986)-  45 15 23.     (N)    112 33 17.     (W)     SCALED    
 QY0139* NAVD 88     -      1587.990  (meters)    5209.93   (feet)  ADJUSTED  
 QY0139  ___________________________________________________________________
 QY0139  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 QY0139  DYNAMIC HT  -        1587.354 (meters)    5207.84  (feet)  COMP
 QY0139  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 QY0139
 QY0139  VERT ORDER  -  FIRST     CLASS II
 QY0139
 QY0139.This mark is at Dillon Airport (DLN)
 QY0139
 QY0139.The horizontal coordinates were scaled from a topographic map and have
 QY0139.an estimated accuracy of +/- 6 seconds.
 QY0139
 QY0139.The orthometric height was determined by differential leveling
 QY0139.and adjusted by the National Geodetic Survey in June 1991..
 QY0139
 QY0139.The geoid height was determined by GEOID03.
 QY0139
 QY0139.The dynamic height is computed by dividing the NAVD 88
 QY0139.geopotential number by the normal gravity value computed on the
 QY0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0139.degrees latitude (g = 980.6199 gals.).
 QY0139
 QY0139.The modeled gravity was interpolated from observed gravity values.
 QY0139
 QY0139;                    North         East    Units  Estimated Accuracy
 QY0139;SPC MT       -   116,530.      360,320.      MT  (+/- 180 meters Scaled)
 QY0139
 QY0139                          SUPERSEDED SURVEY CONTROL
 QY0139
 QY0139  NGVD 29 (??/??/92) 1586.850  (m)         5206.19   (f) ADJ UNCH    1 2
 QY0139
 QY0139.Superseded values are not recommended for survey control.
 QY0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0139.See file dsdata.txt to determine how the superseded data were derived.
 QY0139
 QY0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR780126(NAD 83)
 QY0139_MARKER: DR = REFERENCE MARK DISK
 QY0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0139_STAMPING: DILL NO 2 1956
 QY0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0139+STABILITY: SURFACE MOTION
 QY0139
 QY0139  HISTORY     - Date     Condition        Report By
 QY0139  HISTORY     - 1956     MONUMENTED       CGS
 QY0139  HISTORY     - 1962     GOOD             NGS
 QY0139
 QY0139                          STATION DESCRIPTION
 QY0139
 QY0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0139'5.85 MI NE FROM DILLON.
 QY0139'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 QY0139'STATION AT DILLON, THENCE 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 41,
 QY0139'THENCE 0.95 MILE EAST ALONG THE AIRPORT ROAD, THENCE 0.3 MILE NORTH
 QY0139'ALONG A FENCE LINE, 36.6 FEET NORTH-NORTHWEST OF THE STATION, 1.0 FOOT
 QY0139'EAST OF THE FENCE, 67.2 FEET NORTH OF REFERENCE MARK NO. 1, AND IN THE
 QY0139'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0524 ***********************************************************************
 QY0524  CBN         -  This is a Cooperative Base Network Control Station.
 QY0524  DESIGNATION -  DILLON
 QY0524  PID         -  QY0524
 QY0524  STATE/COUNTY-  MT/BEAVERHEAD
 QY0524  USGS QUAD   -  DILLON WEST (1979)
 QY0524
 QY0524                         *CURRENT SURVEY CONTROL
 QY0524  ___________________________________________________________________
 QY0524* NAD 83(1999)-  45 14 20.61211(N)    112 40 06.16473(W)     ADJUSTED  
 QY0524* NAVD 88     -      1786.3    (meters)    5861.     (feet)  GPS OBS   
 QY0524  ___________________________________________________________________
 QY0524  X           -  -1,734,291.713 (meters)                     COMP
 QY0524  Y           -  -4,152,393.320 (meters)                     COMP
 QY0524  Z           -   4,507,355.492 (meters)                     COMP
 QY0524  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 QY0524  ELLIP HEIGHT-        1774.80  (meters)          (04/16/01) GPS OBS
 QY0524  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 QY0524
 QY0524  HORZ ORDER  -  B
 QY0524  ELLP ORDER  -  FOURTH    CLASS II
 QY0524
 QY0524.The horizontal coordinates were established by GPS observations
 QY0524.and adjusted by the National Geodetic Survey in April 2001..
 QY0524.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QY0524.DATUM ITEM on the data sheet items page.
 QY0524
 QY0524.The orthometric height was determined by GPS observations and a
 QY0524.high-resolution geoid model.
 QY0524
 QY0524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QY0524
 QY0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0524
 QY0524.The ellipsoidal height was determined by GPS observations
 QY0524.and is referenced to NAD 83.
 QY0524
 QY0524.The geoid height was determined by GEOID03.
 QY0524
 QY0524;                    North         East     Units Scale Factor Converg.
 QY0524;SPC MT       -   114,960.421   351,325.784   MT  0.99986492   -2 19 03.7
 QY0524;SPC MT       -   377,166.74  1,152,643.65   iFT  0.99986492   -2 19 03.7
 QY0524;UTM  12      - 5,010,861.267   369,054.282   MT  0.99981083   -1 11 05.3
 QY0524
 QY0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0524!SPC MT       -   0.99972182  x   0.99986492  =   0.99958678
 QY0524!UTM  12      -   0.99972182  x   0.99981083  =   0.99953270
 QY0524
 QY0524:                Primary Azimuth Mark                     Grid Az
 QY0524:SPC MT       -  RNG DILLON RADIO DLN                     062 20 58.1
 QY0524:UTM  12      -  RNG DILLON RADIO DLN                     061 12 59.7
 QY0524
 QY0524|---------------------------------------------------------------------|
 QY0524| PID    Reference Object                     Distance      Geod. Az  |
 QY0524|                                                           dddmmss.s |
 QY0524| QY0517 RNG DILLON RADIO DLN                APPROX.11.0 KM 0600154.4 |
 QY0524| QY0516 AIRWAY BCN 32 DILLON MUN APT        APPROX. 9.1 KM 0802631.2 |
 QY0524| QY0672 DILLON RM 3                           5.194 METERS 16917     |
 QY0524| QY0531 AIRWAY BCN 30 10 MI SSW DILLON      APPROX.21.8 KM 2105330.4 |
 QY0524| QY0671 DILLON AZ MK                                       2413815.5 |
 QY0524| QY0673 DILLON RM 1                           8.604 METERS 24910     |
 QY0524| QY0674 DILLON RM 2                          13.043 METERS 32550     |
 QY0524|---------------------------------------------------------------------|
 QY0524
 QY0524                          SUPERSEDED SURVEY CONTROL
 QY0524
 QY0524  NAD 83(1992)-  45 14 20.61091(N)    112 40 06.16375(W) AD(       ) B
 QY0524  ELLIP H (05/15/92) 1774.91   (m)                       GP(       ) 4 2
 QY0524  NAD 83(1986)-  45 14 20.61092(N)    112 40 06.16320(W) AD(       ) 1
 QY0524  NAD 27      -  45 14 20.89300(N)    112 40 03.08000(W) AD(       ) 1
 QY0524  NGVD 29 (07/19/86) 1785.0    (m)         5856.     (f) VERT ANG       
 QY0524
 QY0524.Superseded values are not recommended for survey control.
 QY0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0524.See file dsdata.txt to determine how the superseded data were derived.
 QY0524
 QY0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6905410861(NAD 83)
 QY0524_MARKER: DH = HORIZONTAL CONTROL DISK
 QY0524_SETTING: 66 = SET IN ROCK OUTCROP
 QY0524_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QY0524_STAMPING: DILLON 1956
 QY0524_MARK LOGO: CGS   
 QY0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0524+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1991
 QY0524
 QY0524  HISTORY     - Date     Condition        Report By
 QY0524  HISTORY     - 1956     MONUMENTED       CGS
 QY0524  HISTORY     - 1956     GOOD             CGS
 QY0524  HISTORY     - 1961     GOOD             USGS
 QY0524  HISTORY     - 1963     MARK NOT FOUND   USGS
 QY0524  HISTORY     - 1982     GOOD             NGS
 QY0524  HISTORY     - 19900622 GOOD             NGS
 QY0524  HISTORY     - 19910823 GOOD             NGS
 QY0524
 QY0524                          STATION DESCRIPTION
 QY0524
 QY0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0524'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF DILLON, ON THE
 QY0524'HIGHEST AND MOST PROMINENT POINT IN THE IMMEDIATE VICINITY.
 QY0524'IT IS 12 FEET SOUTHEAST OF A CAIRN.
 QY0524'
 QY0524'TO REACH THE STATION FROM THE POST OFFICE IN DILLON, GO SOUTH
 QY0524'FOR 1 BLOCK, TURN RIGHT AND GO WEST AND SOUTHWEST FOR 2.0
 QY0524'MILES TO A Y-JUNCTION AT THE CITY GARBAGE DISPOSAL AREA, BEAR
 QY0524'RIGHT AND GO NORTH FOR 200 YARDS TO A T-ROAD LEFT, (ABOUT
 QY0524'100 FEET NORTH OF THE CARETAKERS SHACK) TURN LEFT AND GO WESTERLY
 QY0524'FOR 0.1 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 QY0524'WESTERLY FOR 0.2 MILE TO THE TOP OF A RIDGE AT A POWERLINE,
 QY0524'TURN RIGHT AND GO NORTHERLY ALONG THE TOP OF A RIDGE FOR 0.4
 QY0524'MILE, BEAR LEFT AND GO DOWN THE RIDGE (NORTHWESTERLY) FOR
 QY0524'1.0 MILE TO THE BASE OF ANOTHER RIDGE, CONTINUE NORTHERLY UP
 QY0524'THIS RIDGE FOR 0.4 MILE, BEAR RIGHT AT THIS POINT AND GO
 QY0524'NORTHEAST FOR 0.4 MILE TO A SADDLE, BEAR LEFT AND GO UP A
 QY0524'RIDGE (NORTHERLY) FOR 0.2 MILE TO THE TOP OF THIS RIDGE
 QY0524'AND THE AZIMUTH MARK.  FROM THIS POINT GO DOWN THE RIDGE
 QY0524'AND ACROSS A SADDLE FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.
 QY0524'THE STATION SITE IS ABOUT 100 YARDS NORTHEAST OF THIS POINT.
 QY0524'A FOUR-WHEEL DRIVE TRUCK IS REQUIRED.
 QY0524'
 QY0524'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QY0524'DILLON 1956.
 QY0524'
 QY0524'REFERENCE MARK 1 IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 QY0524'DISK SET IN A DRILL HOLE IN OUTCROPPING ROCK.  THE MARK
 QY0524'PROJECTS 8 INCHES AND THE DISK IS STAMPED DILLON NO 1 1950.
 QY0524'
 QY0524'REFERENCE MARK 2 IS A STANDARD UNITED STATES GEOLOGICAL DISK
 QY0524'SET IN OUTCROPPING ROCK.  THE MARK PROJECTS 3 INCHES AND THE
 QY0524'DISK IS STAMPED DILLON NO 2 1950.
 QY0524'
 QY0524'REFERENCE MARK 3 IS A STANDARD UNITED STATES COAST AND GEODETIC
 QY0524'SURVEY REFERENCE MARK DISK SET OUTCROPPING ROCK.  THE MARK
 QY0524'PROJECTS 6 INCHES AND THE DISK IS STAMPED DILLON NO 3 1956.
 QY0524'
 QY0524'THE AZIMUTH MARK IS 8 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS
 QY0524'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QY0524'DILLON 1956.
 QY0524
 QY0524                          STATION RECOVERY (1956)
 QY0524
 QY0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QY0524'RECOVERED IN GOOD CONDITION.
 QY0524
 QY0524                          STATION RECOVERY (1961)
 QY0524
 QY0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QY0524'RECOVERED BY USGS IN 1961.
 QY0524'
 QY0524'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN DRILL HOLE IN
 QY0524'BEDROCK FLUSH WITH GROUND AND STAMPED---DILLON 1956---.
 QY0524
 QY0524                          STATION RECOVERY (1963)
 QY0524
 QY0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QY0524'STATION IS LOCATED ON HIGHEST FOOTHILL ABOUT 1.0 MI. W-NW. AIRLINE OF
 QY0524'THE DEPOT AT DILLON AND IS VISIBLE FROM THERE.  THE HILL OVERLOOKS THE
 QY0524'TOWN AND IS ABOUT 0.5 MI. N. OF LARGE WHITE --M-- ON HILL MARKING
 QY0524'MONTANA TEACHERS COLLEGE.  IN SEC. 11, T 7 S, R 9 W.
 QY0524'
 QY0524'TO REACH FROM DILLON POST OFFICE, GO S. ONE BLOCK, TURN RIGHT (W.) ONE
 QY0524'BLOCK TO JUNCTION DILLON, WISDOM ROAD.  CONTINUE ACROSS RAILROAD
 QY0524'TRACKS 1.0 MI. TO BRIDGE OVER BEAVERHEAD RIVER, CONTINUE ON MAIN RD.
 QY0524'1.9 MI. TO JUNCTION TRACK RD. NE.  TURN RIGHT 0.85 MI. TO TRAIL FORK
 QY0524'AND TAKE RIGHT 0.1 MI., THENCE CROSS COUNTRY APPROXIMATELY 0.5 MI.
 QY0524'TO SADDLE, THENCE NORTHERLY APPROXIMATELY 0.6 MI. TO SECOND AND
 QY0524'HIGHEST HILL AND STATION SITE.
 QY0524'
 QY0524'NOTE--THE NGS TIED RMS NO. 1 AND NO. 2 AND SET A NEW USC AND GS
 QY0524'STATION MARK IN 1956.
 QY0524'
 QY0524'STATION MARK--STANDARD BRONZE TABLET SET IN DRILL HOLE ON HIGHEST
 QY0524'PART OF HILL AND STAMPED ---DILLON 1950---.  (NOT FOUND)
 QY0524'
 QY0524'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET SET IN DRILL HOLE, 29.10
 QY0524'FT. FROM STATION, N 66 DEG 48 MIN E.
 QY0524'
 QY0524'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET SET IN DRILL HOLE, 41.80
 QY0524'FT. FROM STATION, S 34 DEG 35 MIN E.
 QY0524
 QY0524                          STATION RECOVERY (1982)
 QY0524
 QY0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 QY0524'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 AND THE AZIMUTH
 QY0524'MARK WERE RECOVERED IN GOOD CONDITION. THE DIRECTION TO THE MARKS
 QY0524'CHECKED. THE DISTANCE TO REFERENCE MARKS 2 AND 3 CHECKED.
 QY0524'A DIFFERENCE OF 0.27 METER SHORTER IS NOTED IN THE DISTANCE TO
 QY0524'REFERENCE MARK 1.  A COMPLETE DESCRIPTION FOLLOWS.
 QY0524'
 QY0524'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF DILLON
 QY0524'ON THE HIGHEST AND MOST PROMINENT POINT IN THE IMMEDIATE
 QY0524'VICINITY, CENTER OF S11,T7S,R9W.
 QY0524'OWNERSHIP--U.S. DEPARTMENT OF AGRICULTURE, BUREAU OF LAND
 QY0524'MANAGEMENT, PERMISSION AND KEYS WERE OBTAINED FROM
 QY0524'DR. JOHN B. MC COLLUM, STATE BANK BUILDING,
 QY0524'GLENDALE AND IDAHO STREETS, DILLON, MT 59725,
 QY0524'TELEPHONE 406-683-5312.
 QY0524'
 QY0524'TO REACH THE STATION FROM THE POST OFFICE IN DILLON, GO SOUTH ON
 QY0524'IDAHO STREET FOR 0.1 KM (0.05 MI) TO A CROSS STREET. TURN RIGHT
 QY0524'AND GO WEST ON EAST REEDER STREET FOR 0.2 KM (0.1 MI) TO A
 QY0524'RAILROAD CROSSING, CONTINUE WEST, NOW ON WEST REEDER
 QY0524'STREET (BECOMING WEST PARK ROAD) FOR 1.7 KM (0.9 MI) TO THE END
 QY0524'OF PAVEMENT, JUST AFTER PASSING A DUMP. CONTINUE WESTERLY ON A
 QY0524'GRAVEL ROAD FOR 1.2 KM (0.75 MI) TO A TRACK ROAD, LEADING
 QY0524'DOWNHILL. TURN RIGHT AND GO NORTH, PASSING THROUGH A LOCKED GATE,
 QY0524'FOR 1.1 KM (0.7 MI) TO A DIM FORK, JUST BEFORE REACHING A SADDLE
 QY0524'CREST. BEAR LEFT FOR 0.1 KM (0.05 MI) TO A FORK, JUST AFTER THE
 QY0524'SADDLE CREST. BEAR RIGHT AND GO NORTHERLY FOR 0.3 KM (0.2 MI)
 QY0524'TO A FORK. BEAR RIGHT AND GO NORTHEAST FOR 0.8 KM (0.5 MI)
 QY0524'TO A STEEP ROAD LEFT IN A SADDLE. TURN LEFT AND GO UPHILL 0.2 KM
 QY0524'(0.1 MI) TO THE TOP AND THE AZIMUTH MARK TO THE LEFT. CONTINUE
 QY0524'AHEAD AND DOWNHILL FOR 0.3 KM (0.2 MI) TO A T-ROAD IN A SADDLE.
 QY0524'TURN RIGHT AND GO UPHILL 0.2 KM (0.1 MI) TO A GATE, PASS THROUGH
 QY0524'AND CONTINUE UPHILL 0.2 KM (0.1 MI) TO THE TOP AND A BLOCK
 QY0524'BUILDING, THE END OF TRUCK TRAVEL AND THE STATION ABOUT
 QY0524'25 METERS TO THE SOUTH ON THE HIGHEST POINT.
 QY0524'
 QY0524'THE STATION IS A STANDARD CGS DISK
 QY0524'STAMPED---DILLON 1956---,
 QY0524'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 QY0524'32.46 METERS (106.5 FT) SOUTHWEST FROM A POWER POLE WITH A
 QY0524'TRANSFORMER AND
 QY0524'21.79 METERS (71.5 FT) SOUTH-SOUTHWEST FROM AN ANTENNA POLE.
 QY0524'
 QY0524'REFERENCE MARK NUMBER 01 IS A STANDARD USGS DISK
 QY0524'STAMPED---1950 DILLON NO.1---,
 QY0524'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 QY0524'25.45 METERS (83.5 FT) SOUTHWEST FROM THE ANTENNA POLE.
 QY0524'MARK IS BELOW STATION 1.5 METERS.
 QY0524'
 QY0524'REFERENCE MARK NUMBER 02 IS A STANDARD USGS DISK
 QY0524'STAMPED---1950 DILLON NO.2---,
 QY0524'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 QY0524'12.65 METERS (41.5 FT) WEST-SOUTHWEST FROM THE ANTENNA POLE AND
 QY0524'6.95 METERS (22.8 FT) SOUTH FROM A FENCE.
 QY0524'MARK IS LEVEL WITH STATION.
 QY0524'
 QY0524'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 QY0524'STAMPED---DILLON NO 3 1956---,
 QY0524'SET INTO A ROCK OUTCROP.
 QY0524'MARK IS BELOW STATION 0.3 METER.
 QY0524'
 QY0524'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 QY0524'STAMPED---DILLON 1956---,
 QY0524'SET INTO THE TOP OF A BOULDER OF 0.4 METER.
 QY0524'LARGEST DIMENSION.  IT IS LOCATED
 QY0524'25.0 METERS (82.1 FT) NORTH FROM A TRACK ROAD.
 QY0524'
 QY0524'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 QY0524
 QY0524                          STATION RECOVERY (1990)
 QY0524
 QY0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QY0524'STATION MARK, REFERENCE MARKS 1, 2, 3 AND THE AZIMUTH MARK WERE
 QY0524'RECOVERED IN GOOD CONDITION.  STATION IS LOCATED ABOUT 2.5 KM
 QY0524'(1.6 MI) NORTHWEST OF DILLON, ON THE HIGHEST POINT IN THE AREA (WITH
 QY0524'THE LETTER -B- PAINTED ON THE HILLSIDE), ADJACENT TO A SMALL
 QY0524'TELEVISION RELAY BUILDING, IN THE CENTER OF SECTION 11, T 75 S, R 9
 QY0524'W,  OWNERSHIP--US GOVERNMENT, BUREAU OF LAND MANAGEMENT.  LAND OF
 QY0524'DOCTOR J. B. MCCOLLUM IS CROSSED TO REACH STATION.  FOR INFORMATION
 QY0524'ON KEY TO LOCKED GATES, CALL JUSTIN RULE, RULE REALTY, 124 SOUTH
 QY0524'MONTANA STREET. BOX 225 DILLON, MT 69725.  PHONE IS 406-683-6866.  NO
 QY0524'PROBLEM WITH PERMISSION, LOCKS ARE TO KEEP KIDS OUT.  NOTE--2W/D CAN
 QY0524'BE USED IN DRY WEATHER.TO REACH FROM THE DILLON POST OFFICE AT
 QY0524'JUNCTION OF IDAHO AND SEBREE STREETS, GO SOUTH ON IDAHO STREET FOR
 QY0524'0.12 KM (0.07 MI) TO A CROSS STREET.  TURN RIGHT, WEST ON REEDER
 QY0524'STREET FOR 0.68 KM (0.42 MI) TO THE INTERSTATE HIGHWAY OVERPASS.
 QY0524'CONTINUE AHEAD ON PAVED ROAD FOR 2.59 KM (1.61 MI) TO PAVEMENT END
 QY0524'JUST PAST ENTRANCE TO LANDFILL.  CONTINUE AHEAD ON GRAVEL ROAD FOR
 QY0524'1.05 KM (0.65 MI) TO A TRACK ROAD RIGHT AT LOCKED GATE.  TURN RIGHT,
 QY0524'NORTH, DOWNGRADE, PASSING THROUGH TWO LOCKED GATES FOR 1.16 KM
 QY0524'(0.72 MI) TO A FORK JUST BEFORE TOP OF RISE.  BEAR LEFT, NORTHWEST,
 QY0524'FOR 0.07 KM (0.04 MI) TO A FORK ON TOP OF RISE.  BEAR RIGHT,
 QY0524'DOWNGRADE, NORTHERLY, FOR 0.29 KM (0.18 MI) TO A FORK.  BEAR RIGHT,
 QY0524'NORTHEAST, FOR 0.76 KM (0.47 MI) TO A ROAD LEFT IN A SADDLE.  TURN
 QY0524'LEFT, NORTH, UP STEEP GRADE FOR 0.21 KM (0.13 MI) TO TOP OF GRADE AND
 QY0524'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.28 KM (0.17 MI)
 QY0524'TO A DIM T-ROAD.  TURN RIGHT, UPGRADE, ON STEEP ROAD FOR 0.14 KM
 QY0524'(0.09 MI) TO A GATE (TOUGH GATE TO CLOSE WHEN ALONE).  CONTINUE AHEAD
 QY0524'FOR 0.13 KM (0.08 MI) TO TOP OF HILL AND STATION ACROSS
 QY0524'FENCE.STATION MARK IS SET IN A DRILL HOLE IN A 0.4 M (1.3 FT) BY 0.7
 QY0524'M (2.3 FT) OUTCROP PROJECTING 20 CM ON ITS EAST SIDE.  IT IS MIDWAY
 QY0524'ON NORTHWEST-SOUTHEAST CREST, 22.1 M (72.5 FT) SOUTH OF A WOODEN
 QY0524'ANTENNA POLE AND 18.0 M (59.1 FT) SOUTH-SOUTHWEST OF A WIRE
 QY0524'FENCE.DESCRIBED BY G.R.HEID.
 QY0524
 QY0524                          STATION RECOVERY (1991)
 QY0524
 QY0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QY0524'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) NORTHWEST OF DILLON, ON
 QY0524'THE HIGHEST POINT IN THE AREA (HILL HAS A LETTER -B- PAINTED ON IT),
 QY0524'NEXT TO A SMALL TELEVISION RELAY BUILDING AND ON LAND OF THE U.S.
 QY0524'GOVERNMENT, SUPERVISED BY THE BLM.
 QY0524'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 15
 QY0524'BUSINESS AND STATE HIGHWAY 41 ON THE NORTH SIDE OF DILLON, GO SOUTH
 QY0524'ON HIGHWAY 15 BUSINESS FOR 0.4 KM (0.2 MI) TO A PAVED ROAD RIGHT.
 QY0524'TURN RIGHT AND GO NORTHWESTERLY ON THE FRONTAGE ROAD (OLD US 91 N)
 QY0524'FOR 0.97 KM (0.60 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO
 QY0524'WESTERLY FOR 1.3 KM (0.8 MI) CROSSING OVER INTERSTATE 15, TO A POWER
 QY0524'LINE AND A GREEN METAL GATE WITH A BROKEN CHAIN ON THE RIGHT.  TURN
 QY0524'RIGHT, PASSING THROUGH THE GATE AND GO WEST ON THE TRACK ROAD FOR 0.3
 QY0524'KM (0.2 MI) TO AN OPEN CATTLE GATE.  PASS THROUGH THE GATE AND BEAR
 QY0524'RIGHT ON THE TRACK ROAD FOR 0.15 KM (0.09 MI) TO A FORK AT A
 QY0524'TELEPHONE BOX ON THE LEFT.  TAKE THE RIGHT FORK, MAIN TRACK ROAD AND
 QY0524'GO WESTERLY FOR 2.9 KM (1.8 MI) TO A WIRE GATE.  PASS THROUGH THE
 QY0524'GATE AND GO 0.1 KM (0.1 MI) TO A DIM TRACK ROAD ON THE RIGHT.
 QY0524'CONTINUE AHEAD AND TAKE A SHARP LEFT, UPHILL, FOR 0.15 KM (0.09 MI)
 QY0524'TO A WIRE GATE (GATE IS HARD TO OPEN AND CLOSE).  CONTINUE UPHILL FOR
 QY0524'0.13 KM (0.08 MI) TO THE TOP OF THE HILL AND THE STATION ACROSS THE
 QY0524'FENCE.
 QY0524'THE STATION IS A STANDARD DISK SET IN THE TOP OF A ROCK OUTCROP THAT
 QY0524'PROJECTS ABOUT 20 CM.  LOCATED MIDWAY ON A NORTHWEST-SOUTHEAST CREST,
 QY0524'22.1 M (72.5 FT) SOUTH-SOUTHEAST OF A WOODEN ANTENNA POLE AND 18.0 M
 QY0524'(59.1 FT) SOUTHEAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0181 ***********************************************************************
 QY0181  DESIGNATION -  DILLON 1
 QY0181  PID         -  QY0181
 QY0181  STATE/COUNTY-  MT/BEAVERHEAD
 QY0181  USGS QUAD   -  DILLON WEST (1979)
 QY0181
 QY0181                         *CURRENT SURVEY CONTROL
 QY0181  ___________________________________________________________________
 QY0181* NAD 83(1986)-  45 13 05.     (N)    112 38 09.     (W)     SCALED    
 QY0181* NAVD 88     -      1554.426  (meters)    5099.81   (feet)  ADJUSTED  
 QY0181  ___________________________________________________________________
 QY0181  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 QY0181  DYNAMIC HT  -        1553.792 (meters)    5097.73  (feet)  COMP
 QY0181  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 QY0181
 QY0181  VERT ORDER  -  FIRST     CLASS II
 QY0181
 QY0181.The horizontal coordinates were scaled from a topographic map and have
 QY0181.an estimated accuracy of +/- 6 seconds.
 QY0181
 QY0181.The orthometric height was determined by differential leveling
 QY0181.and adjusted by the National Geodetic Survey in June 1991..
 QY0181
 QY0181.The geoid height was determined by GEOID03.
 QY0181
 QY0181.The dynamic height is computed by dividing the NAVD 88
 QY0181.geopotential number by the normal gravity value computed on the
 QY0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0181.degrees latitude (g = 980.6199 gals.).
 QY0181
 QY0181.The modeled gravity was interpolated from observed gravity values.
 QY0181
 QY0181;                    North         East    Units  Estimated Accuracy
 QY0181;SPC MT       -   112,530.      353,790.      MT  (+/- 180 meters Scaled)
 QY0181
 QY0181                          SUPERSEDED SURVEY CONTROL
 QY0181
 QY0181  NGVD 29 (??/??/92) 1553.275  (m)         5096.04   (f) ADJ UNCH    1 2
 QY0181
 QY0181.Superseded values are not recommended for survey control.
 QY0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0181.See file dsdata.txt to determine how the superseded data were derived.
 QY0181
 QY0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR715084(NAD 83)
 QY0181_MARKER: DB = BENCH MARK DISK
 QY0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0181_SP_SET: BUILDING
 QY0181_STAMPING: DILLON 1934
 QY0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0181
 QY0181  HISTORY     - Date     Condition        Report By
 QY0181  HISTORY     - 1934     MONUMENTED       CGS
 QY0181  HISTORY     - 1962     GOOD             NGS
 QY0181
 QY0181                          STATION DESCRIPTION
 QY0181
 QY0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0181'IN DILLON.
 QY0181'AT DILLON, AT THE NORTH CORNER OF THE INTERSECTION OF IDAHO AND CENTER
 QY0181'STREETS, SET VERTICALLY IN THE SOUTHWEST WALL OF THE CITY HALL, 12.3
 QY0181'FEET NORTHEAST OF THE NORTHEAST CURB OF CENTER STREET, 10.1 FEET
 QY0181'NORTHWEST OF THE NORTHWEST CURB OF IDAHO STREET, 1.1 FEET NORTHWEST OF
 QY0181'THE SOUTH CORNER OF THE BUILDING AND ABOUT 4 1/2 FEET ABOVE THE SIDE
 QY0181'WALK.  NOTE-- THIS MARK IS ONLY VERY SLIGHTLY LOOSE IN THE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0180 ***********************************************************************
 QY0180  DESIGNATION -  DILLON 2
 QY0180  PID         -  QY0180
 QY0180  STATE/COUNTY-  MT/BEAVERHEAD
 QY0180  USGS QUAD   -  DILLON WEST (1979)
 QY0180
 QY0180                         *CURRENT SURVEY CONTROL
 QY0180  ___________________________________________________________________
 QY0180* NAD 83(1986)-  45 12 58.     (N)    112 38 18.     (W)     SCALED    
 QY0180* NAVD 88     -      1554.817  (meters)    5101.10   (feet)  ADJUSTED  
 QY0180  ___________________________________________________________________
 QY0180  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 QY0180  DYNAMIC HT  -        1554.182 (meters)    5099.01  (feet)  COMP
 QY0180  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 QY0180
 QY0180  VERT ORDER  -  FIRST     CLASS II
 QY0180
 QY0180.The horizontal coordinates were scaled from a topographic map and have
 QY0180.an estimated accuracy of +/- 6 seconds.
 QY0180
 QY0180.The orthometric height was determined by differential leveling
 QY0180.and adjusted by the National Geodetic Survey in June 1991..
 QY0180
 QY0180.The geoid height was determined by GEOID03.
 QY0180
 QY0180.The dynamic height is computed by dividing the NAVD 88
 QY0180.geopotential number by the normal gravity value computed on the
 QY0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0180.degrees latitude (g = 980.6199 gals.).
 QY0180
 QY0180.The modeled gravity was interpolated from observed gravity values.
 QY0180
 QY0180;                    North         East    Units  Estimated Accuracy
 QY0180;SPC MT       -   112,320.      353,580.      MT  (+/- 180 meters Scaled)
 QY0180
 QY0180                          SUPERSEDED SURVEY CONTROL
 QY0180
 QY0180  NGVD 29 (??/??/92) 1553.666  (m)         5097.32   (f) ADJ UNCH    1 2
 QY0180
 QY0180.Superseded values are not recommended for survey control.
 QY0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0180.See file dsdata.txt to determine how the superseded data were derived.
 QY0180
 QY0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR713082(NAD 83)
 QY0180_MARKER: DB = BENCH MARK DISK
 QY0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0180_SP_SET: BUILDING
 QY0180_STAMPING: DILLON NO 2 1934
 QY0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0180
 QY0180  HISTORY     - Date     Condition        Report By
 QY0180  HISTORY     - 1934     MONUMENTED       CGS
 QY0180  HISTORY     - 1962     GOOD             NGS
 QY0180
 QY0180                          STATION DESCRIPTION
 QY0180
 QY0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0180'IN DILLON.
 QY0180'AT DILLON, AT THE WEST CORNER OF THE INTERSECTION OF IDAHO AND
 QY0180'GLENDALE STREETS, SET VERTICALLY IN THE SOUTHEAST WALL OF THE LIBRARY
 QY0180'BUILDING, 5.6 FEET NORTHEAST OF THE CENTER OF THE ENTRANCE, 24.7 FEET
 QY0180'SOUTHWEST OF THE SOUTHWEST CURB OF GLENDALE STREET, 33.1 FEET
 QY0180'NORTHWEST OF THE NORTHWEST CURB OF IDAHO STREET, 1.2 FEET SOUTHWEST OF
 QY0180'THE EAST CORNER OF THE BUILDING AND ABOUT 4 FEET HIGHER THAN THE SIDE
 QY0180'WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0639 ***********************************************************************
 QY0639  FBN         -  This is a Federal Base Network Control Station.
 QY0639  DESIGNATION -  DILLON GPS
 QY0639  PID         -  QY0639
 QY0639  STATE/COUNTY-  MT/BEAVERHEAD
 QY0639  USGS QUAD   -  DILLON EAST (1979)
 QY0639
 QY0639                         *CURRENT SURVEY CONTROL
 QY0639  ___________________________________________________________________
 QY0639* NAD 83(1999)-  45 13 54.11313(N)    112 36 52.49159(W)     ADJUSTED  
 QY0639* NAVD 88     -      1544.0    (meters)    5066.     (feet)  GPS OBS   
 QY0639  ___________________________________________________________________
 QY0639  X           -  -1,730,549.911 (meters)                     COMP
 QY0639  Y           -  -4,154,398.889 (meters)                     COMP
 QY0639  Z           -   4,506,607.435 (meters)                     COMP
 QY0639  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 QY0639  ELLIP HEIGHT-        1532.78  (meters)          (10/12/00) GPS OBS
 QY0639  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 QY0639
 QY0639  HORZ ORDER  -  A
 QY0639  ELLP ORDER  -  THIRD     CLASS I
 QY0639
 QY0639.The horizontal coordinates were established by GPS observations
 QY0639.and adjusted by the National Geodetic Survey in October 2000..
 QY0639.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QY0639.DATUM ITEM on the data sheet items page.
 QY0639
 QY0639.The orthometric height was determined by GPS observations and a
 QY0639.high-resolution geoid model.
 QY0639
 QY0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QY0639
 QY0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0639
 QY0639.The ellipsoidal height was determined by GPS observations
 QY0639.and is referenced to NAD 83.
 QY0639
 QY0639.The geoid height was determined by GEOID03.
 QY0639
 QY0639;                    North         East     Units Scale Factor Converg.
 QY0639;SPC MT       -   113,973.768   355,513.433   MT  0.99986883   -2 16 42.0
 QY0639;SPC MT       -   373,929.69  1,166,382.65   iFT  0.99986883   -2 16 42.0
 QY0639;UTM  12      - 5,009,957.623   373,260.348   MT  0.99979750   -1 08 47.2
 QY0639
 QY0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0639!SPC MT       -   0.99975974  x   0.99986883  =   0.99962861
 QY0639!UTM  12      -   0.99975974  x   0.99979750  =   0.99955729
 QY0639
 QY0639                          SUPERSEDED SURVEY CONTROL
 QY0639
 QY0639  NAD 83(1992)-  45 13 54.11166(N)    112 36 52.49058(W) AD(       ) B
 QY0639  ELLIP H (05/15/92) 1532.92   (m)                       GP(       ) 4 2
 QY0639  NAD 83(1986)-  45 13 54.10268(N)    112 36 52.47445(W) AD(       ) 1
 QY0639  NAD 27      -  45 13 54.38447(N)    112 36 49.40556(W) AD(       ) 1
 QY0639  NGVD 29 (04/22/91) 1543.0    (m)         5062.     (f) GPS OBS        
 QY0639
 QY0639.Superseded values are not recommended for survey control.
 QY0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0639.See file dsdata.txt to determine how the superseded data were derived.
 QY0639
 QY0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7326009958(NAD 83)
 QY0639_MARKER: I = METAL ROD
 QY0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QY0639_SP_SET: STAINLESS STEEL ROD
 QY0639_STAMPING: DILLON GPS 1987
 QY0639_MARK LOGO: NGS   
 QY0639_PROJECTION: FLUSH
 QY0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0639+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1999
 QY0639_ROD/PIPE-DEPTH: 6.2  meters
 QY0639_SLEEVE-DEPTH  : 0.6 meters
 QY0639
 QY0639  HISTORY     - Date     Condition        Report By
 QY0639  HISTORY     - 1987     MONUMENTED       NGS
 QY0639  HISTORY     - 19900823 GOOD             NGS
 QY0639  HISTORY     - 19911018 GOOD             NGS
 QY0639  HISTORY     - 19931116 GOOD             NGS
 QY0639  HISTORY     - 19940125 GOOD             MTDOT
 QY0639  HISTORY     - 19940219 GOOD             MTDOT
 QY0639  HISTORY     - 19940616 GOOD             MTDOT
 QY0639  HISTORY     - 19990607 GOOD             NGS
 QY0639
 QY0639                          STATION DESCRIPTION
 QY0639
 QY0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QY0639'THE STATION IS LOCATED 1.28 KM (0.80 MI) NORTH OF DILLON AT THE EAST
 QY0639'BENCH IRRIGATION DISTRICT AND THE BUREAU OF RECLAMATION OFFICE, ON
 QY0639'THE EAST BOUNDARY OF THE COMPLEX AND JUST WEST OF AN IRRIGATION
 QY0639'CANAL.
 QY0639'THE STATION IS REACHED FROM THE BUSINESS LOOP OF INTERSTATE HIGHWAY 15
 QY0639'AND STATE HIGHWAY 41, WHICH IS AT THE NORTH CITY LIMIT OF DILLON, GO
 QY0639'NORTH ON STATE HIGHWAY 41 FOR 1.28 KM (0.80 MI) TO THE ENTRANCE TO
 QY0639'THE EAST BENCH IRRIGATION DISTRICT ON THE RIGHT.  TURN RIGHT AND GO
 QY0639'EAST FOR 0.16 KM (0.10 MI) TO THE EAST EDGE OF THE COMPLEX AND THE
 QY0639'STATION.
 QY0639'THE STATION IS A STAINLESS STEEL ROD ENCASED IN A 5-INCH PVC PIPE.  IT
 QY0639'IS 27.43 M (90.0 FT) SOUTHWEST OF THE CENTER OF A CONCRETE WELL COVER
 QY0639'WHICH IS 4 FEET IN DIAMETER, 15.54 M (51.0 FT) EAST OF THE SOUTHEAST
 QY0639'CORNER OF THE SOUTH ONE OF FOUR BUILDINGS AND 3.96 M (13.0 FT)
 QY0639'NORTHWEST OF THE WEST EDGE OF THE CANAL.  CONTACT MR. DICK KENNEDY,
 QY0639'PHONE 683-2307 OR MR. STEVE MOREHOUSE, PHONE 683-6472/2538 WHEN USING
 QY0639'THIS STATION.
 QY0639
 QY0639                          STATION RECOVERY (1990)
 QY0639
 QY0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QY0639'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) NORTHEAST OF DILLON AT
 QY0639'THE EAST BENCH IRRIGATION DISTRICT FACILITY.  OWNERSHIP--CLARK CANYON
 QY0639'WATER SUPPLY COMPANY.  CONTACT RICHARD H. KENNEDY, 1100 HIGHWAY 41
 QY0639'NORTH, DILLON, MT 59725, PHONE (406) 683-2307 FOR PERMISSION.  A KEY
 QY0639'IS NEEDED TO GAIN ACCESS TO THE STATION AFTER BUSINESS HOURS.
 QY0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 15
 QY0639'AND STATE HIGHWAY 41 IN NORTH DILLON, EXIT NORTHBOUND AT INTERSTATE
 QY0639'15 EXIT 63 AND GO NORTHEAST AND SOUTHEAST FOR 1.45 KM (0.90 MI) TO
 QY0639'THE JUNCTION WITH STATE HIGHWAY 41.  TURN LEFT AND GO NORTHEAST ON
 QY0639'HIGHWAY 41 FOR 1.29 KM (0.80 MI) TO THE ENTRANCE TO THE EAST BENCH
 QY0639'IRRIGATION DISTRICT FACILITY ON THE RIGHT.  TURN RIGHT AND GO
 QY0639'SOUTHEAST PASSING THROUGH A GATE THEN CROSSING A PARKING AREA FOR
 QY0639'0.11 KM (0.07 MI) TO THE STATION NEAR A CANAL.
 QY0639'THE DATUM POINT IS A PUNCH HOLE OFF-CENTER IN A THREADED STUD IN THE
 QY0639'TOP OF A ROD.  IT IS SET 39.5 M (129.59 FT) SOUTHWEST OF A UTILITY
 QY0639'POLE, 15.7 M (51.51 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A FOUR
 QY0639'DOOR GARAGE AND 3.3 M (10.83 FT) NORTH OF THE EDGE OF THE NORTH BANK
 QY0639'OF THE CANAL.
 QY0639'DESCRIBED R.D. BAILEY
 QY0639'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QY0639
 QY0639                          STATION RECOVERY (1991)
 QY0639
 QY0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QY0639'THE STATION IS LOCATED ABOUT 1.28 KM (0.80 MI) NORTH OF DILLON AT THE
 QY0639'EAST BENCH IRRIGATION DISTRICT AND THE BUREAU OF RECLAMATION OFFICE,
 QY0639'ON THE SOUTHEAST BOUNDARY OF THE COMPLEX AND NORTHWEST OF AN
 QY0639'IRRIGATION CANAL.  CONTACT JAY CHAMBERLAIN MANAGER, 1100 HIGHWAY 41,
 QY0639'DILLON MT 59725, PHONE 406-683-2307, GATE IS LOCKED AT NIGHT.
 QY0639'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 15
 QY0639'BUSINESS AND STATE HIGHWAY 41, AT THE NORTH CITY LIMIT OF DILLON, GO
 QY0639'NORTHEASTERLY ON HIGHWAY 41 FOR 1.28 KM (0.80 MI) TO THE ENTRANCE TO
 QY0639'THE EAST BENCH IRRIGATION DISTRICT ON THE RIGHT.  TURN RIGHT, PASSING
 QY0639'THROUGH A GATE AND GO SOUTH-SOUTHEAST FOR 0.16 KM (0.10 MI) TO THE
 QY0639'SOUTHEAST CORNER OF THE COMPLEX, AN EQUIPMENT PARKING AREA AND THE
 QY0639'STATION.
 QY0639'THE STATION IS A HOLE IN A STUD ON TOP OF A FLANGED ROD ENCASED IN A
 QY0639'LOGO CAP.  LOCATED 27.43 M (89.99 FT) SOUTHWEST OF THE CENTER OF A 4
 QY0639'FOOT (1.2 MT) ROUND CONCRETE WELL COVER, 15.54 M (50.98 FT) EAST OF
 QY0639'THE SOUTHEAST CORNER OF THE SOUTH ONE OF FOUR BUILDINGS AND 3.96 M
 QY0639'(12.99 FT) NORTHWEST OF THE NORTHWEST EDGE OF A CANAL.
 QY0639
 QY0639                          STATION RECOVERY (1993)
 QY0639
 QY0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 QY0639'RECOVERED IN GOOD CONDITION.
 QY0639
 QY0639                          STATION RECOVERY (1994)
 QY0639
 QY0639'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 QY0639'RECOVERED IN GOOD CONDITION.
 QY0639
 QY0639                          STATION RECOVERY (1994)
 QY0639
 QY0639'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 QY0639'RECOVERED IN GOOD CONDITION.
 QY0639
 QY0639                          STATION RECOVERY (1994)
 QY0639
 QY0639'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 QY0639'RECOVERED AS DESCRIBED.
 QY0639
 QY0639                          STATION RECOVERY (1999)
 QY0639
 QY0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QY0639'THE STATION IS LOCATED ABOUT 1.16 KM (0.70 MI) NORTHEAST OF DILLON, ON
 QY0639'THE SOUTHEAST EDGE OF THE PROPERTY OF THE EAST BENCH IRRIGATION
 QY0639'DISTRICT FACILITY AT 1100 HIGHWAY 41.  OWNERSHIP--CLARK CANYON WATER
 QY0639'SUPPLY COMPANY, CONTACT MR. JAY CHAMBERLAIN, PHONE 406-683-2307, ONE
 QY0639'DAY IN ADVANCE BEFORE OCCUPYING THIS STATION.  TO REACH THE STATION
 QY0639'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 (EXIT 63) AND BUSINESS
 QY0639'ROUTE 15 ON THE WEST SIDE OF DILLON, GO EAST ON BUSINESS ROUTE 15 FOR
 QY0639'1.20 KM (0.75 MI) TO THE JUNCTION OF STATE HIGHWAY 41.  TURN LEFT,
 QY0639'NORTHEAST ON HIGHWAY 41 FOR 1.28 KM (0.80 MI) TO THE ENTRANCE DRIVE
 QY0639'AND GATE TO THE EAST BENCH IRRIGATION DISTRICT FACILITY ON THE RIGHT.
 QY0639'TURN RIGHT, SOUTHEAST ON THE DRIVE, PASSING THE OFFICE AND GARAGE
 QY0639'BUILDING TO THE SOUTHEAST END OF THE PROPERTY AND THE STATION, ON THE
 QY0639'NORTHWEST SIDE OF AN IRRIGATION CANAL.  THE STATION IS A PUNCH MARK ON
 QY0639'THE TOP OF A 3/8 INCH STAINLESS STEEL STUD SCREWED IN WITH LOCK-TIGHT
 QY0639'TO THE TOP OF A STAINLESS STEEL ROD, ENCASED IN A 13 CM PVC PIPE
 QY0639'SURROUNDED BY CONCRETE RECESSED 8 CM BELOW GROUND.  LOCATED 27.44 M
 QY0639'(90.03 FT) SOUTHWEST OF THE CENTER OF A 1.83 M (6.00 FT) ROUND
 QY0639'CONCRETE WELL COVER PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND,
 QY0639'15.55 M (51.02 FT) EAST OF THE SOUTHEAST CORNER OF THE GARAGE
 QY0639'BUILDING, 3.97 M (13.02 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 QY0639'IRRIGATION CANAL, 3.97 M (13.02 FT) NORTHWEST OF A METAL WITNESS POST
 QY0639'AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0182 ***********************************************************************
 QY0182  DESIGNATION -  DILLON MAGNETIC STATION
 QY0182  PID         -  QY0182
 QY0182  STATE/COUNTY-  MT/BEAVERHEAD
 QY0182  USGS QUAD   -  DILLON WEST (1979)
 QY0182
 QY0182                         *CURRENT SURVEY CONTROL
 QY0182  ___________________________________________________________________
 QY0182* NAD 83(1986)-  45 12 38.     (N)    112 38 21.     (W)     SCALED    
 QY0182* NAVD 88     -      1559.548  (meters)    5116.62   (feet)  ADJUSTED  
 QY0182  ___________________________________________________________________
 QY0182  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 QY0182  DYNAMIC HT  -        1558.908 (meters)    5114.52  (feet)  COMP
 QY0182  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 QY0182
 QY0182  VERT ORDER  -  FIRST     CLASS II
 QY0182
 QY0182.The horizontal coordinates were scaled from a topographic map and have
 QY0182.an estimated accuracy of +/- 6 seconds.
 QY0182
 QY0182.The orthometric height was determined by differential leveling
 QY0182.and adjusted by the National Geodetic Survey in June 1991..
 QY0182
 QY0182.The geoid height was determined by GEOID03.
 QY0182
 QY0182.The dynamic height is computed by dividing the NAVD 88
 QY0182.geopotential number by the normal gravity value computed on the
 QY0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0182.degrees latitude (g = 980.6199 gals.).
 QY0182
 QY0182.The modeled gravity was interpolated from observed gravity values.
 QY0182
 QY0182;                    North         East    Units  Estimated Accuracy
 QY0182;SPC MT       -   111,700.      353,490.      MT  (+/- 180 meters Scaled)
 QY0182
 QY0182                          SUPERSEDED SURVEY CONTROL
 QY0182
 QY0182  NGVD 29 (??/??/92) 1558.405  (m)         5112.87   (f) ADJ UNCH    1 2
 QY0182
 QY0182.Superseded values are not recommended for survey control.
 QY0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0182.See file dsdata.txt to determine how the superseded data were derived.
 QY0182
 QY0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR712076(NAD 83)
 QY0182_MARKER: DB = BENCH MARK DISK
 QY0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0182_SP_SET: BRIDGE SIDEWALK
 QY0182_STAMPING: 1934
 QY0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0182
 QY0182  HISTORY     - Date     Condition        Report By
 QY0182  HISTORY     - 1934     MONUMENTED       CGS
 QY0182  HISTORY     - 1944     GOOD             NGS
 QY0182
 QY0182                          STATION DESCRIPTION
 QY0182
 QY0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QY0182'IN DILLON.
 QY0182'IN NORTHERN PORTION OF MONTANA STATE NORMAL COLLEGE GROUNDS, 98.45
 QY0182'FEET FROM WEST EDGE OF WALL ALONG PROPERTY LINE ON U.S. MONTANA HWY.
 QY0182'91, AND ATLANTIC STREET OF DILLON, BEAVERHEAD COUNTY, 153.9 FEET FROM
 QY0182'THE PROPERTY LINE AND INSIDE EDGE OF THE SIDEWALK ON CORNELL STREET OF
 QY0182'DILLON, AND AT THE WEST END OF THE SIDEWALK BRIDGE OVER THE IRRIGATION
 QY0182'CANAL (UNION DITCH).  A STANDARD DISK WITH A SIX POINTED STAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0663 ***********************************************************************
 QY0663  DESIGNATION -  DILLPORT
 QY0663  PID         -  QY0663
 QY0663  STATE/COUNTY-  MT/BEAVERHEAD
 QY0663  USGS QUAD   -  GLEN SE (1979)
 QY0663
 QY0663                         *CURRENT SURVEY CONTROL
 QY0663  ___________________________________________________________________
 QY0663* NAD 83(1999)-  45 15 17.05626(N)    112 33 03.59079(W)     ADJUSTED  
 QY0663* NAVD 88     -      1590.8    (meters)    5219.     (feet)  GPS OBS   
 QY0663  ___________________________________________________________________
 QY0663  X           -  -1,725,253.607 (meters)                     COMP
 QY0663  Y           -  -4,154,667.391 (meters)                     COMP
 QY0663  Z           -   4,508,443.782 (meters)                     COMP
 QY0663  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 QY0663  ELLIP HEIGHT-        1579.28  (meters)          (04/16/01) GPS OBS
 QY0663  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 QY0663
 QY0663  HORZ ORDER  -  THIRD
 QY0663  ELLP ORDER  -  FOURTH    CLASS II
 QY0663
 QY0663.This mark is at Dillon Airport (DLN)
 QY0663
 QY0663.The horizontal coordinates were established by GPS observations
 QY0663.and adjusted by the National Geodetic Survey in April 2001..
 QY0663.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QY0663.DATUM ITEM on the data sheet items page.
 QY0663
 QY0663.The orthometric height was determined by GPS observations and a
 QY0663.high-resolution geoid model.
 QY0663
 QY0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QY0663
 QY0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0663
 QY0663.The ellipsoidal height was determined by GPS observations
 QY0663.and is referenced to NAD 83.
 QY0663
 QY0663.The geoid height was determined by GEOID03.
 QY0663
 QY0663;                    North         East     Units Scale Factor Converg.
 QY0663;SPC MT       -   116,335.589   360,601.729   MT  0.99985665   -2 13 54.5
 QY0663;SPC MT       -   381,678.44  1,183,076.54   iFT  0.99985665   -2 13 54.5
 QY0663;UTM  12      - 5,012,419.237   378,300.667   MT  0.99978211   -1 06 06.2
 QY0663
 QY0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0663!SPC MT       -   0.99975246  x   0.99985665  =   0.99960914
 QY0663!UTM  12      -   0.99975246  x   0.99978211  =   0.99953462
 QY0663
 QY0663:                Primary Azimuth Mark                     Grid Az
 QY0663:SPC MT       -  DILLPORT B                               176 20 35.6
 QY0663:UTM  12      -  DILLPORT B                               175 12 47.3
 QY0663
 QY0663|---------------------------------------------------------------------|
 QY0663| PID    Reference Object                     Distance      Geod. Az  |
 QY0663|                                                           dddmmss.s |
 QY0663| QY0664 DILLPORT B                          APPROX. 0.6 KM 1740641.1 |
 QY0663|---------------------------------------------------------------------|
 QY0663
 QY0663                          SUPERSEDED SURVEY CONTROL
 QY0663
 QY0663  NAD 83(1992)-  45 15 17.04581(N)    112 33 03.57363(W) AD(       ) 3
 QY0663  NAD 83(1992)-  45 15 17.05479(N)    112 33 03.58979(W) AD(       ) 3
 QY0663  ELLIP H (05/15/92) 1579.41   (m)                       GP(       ) 4 2
 QY0663  NAD 27      -  45 15 17.32818(N)    112 33 00.51561(W) AD(       ) 3
 QY0663  NGVD 29 (06/11/92) 1589.5    (m)         5215.     (f) GPS OBS        
 QY0663
 QY0663.Superseded values are not recommended for survey control.
 QY0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0663.See file dsdata.txt to determine how the superseded data were derived.
 QY0663
 QY0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7830112419(NAD 83)
 QY0663_MARKER: I = METAL ROD
 QY0663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QY0663_SP_SET: STAINLESS STEEL ROD
 QY0663_STAMPING: DILLPORT 1991
 QY0663_MARK LOGO: NGS   
 QY0663_PROJECTION: FLUSH
 QY0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QY0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0663+STABILITY: POSITION/ELEVATION WELL
 QY0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0663+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1991
 QY0663_ROD/PIPE-DEPTH: 1.8  meters
 QY0663
 QY0663  HISTORY     - Date     Condition        Report By
 QY0663  HISTORY     - 1991     MONUMENTED       NGS
 QY0663  HISTORY     - 19911018 GOOD             NGS
 QY0663  HISTORY     - 19920630 GOOD             NGS
 QY0663
 QY0663                          STATION DESCRIPTION
 QY0663
 QY0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QY0663'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHEAST OF DILLON, 1.6
 QY0663'KM (1.0 MI) SOUTHEAST OF STATE HIGHWAY 41, AT THE DILLON AIRPORT AND
 QY0663'ON THE NORTHEAST SIDE, NEAR THE WINDSOCK.  OWNERSHIP--DILLON AIRPORT,
 QY0663'MANAGER RAY BARNES, 4300 HIGHWAY 41, DILLON MT 59725, PHONE
 QY0663'406-683-5736.
 QY0663'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 15
 QY0663'BUSINESS AND STATE HIGHWAY 41 AT THE NORTH EDGE OF DILLON, GO
 QY0663'NORTHEAST ON HIGHWAY 41 FOR 5.0 KM (3.1 MI) TO A DIRT ROAD RIGHT.
 QY0663'TURN RIGHT AND GO EAST FOR 1.9 KM (1.2 MI) TO THE BEACON TOWER AND
 QY0663'BENCH MARK Z 322 ON THE RIGHT.  CONTINUE ON PAVED AREA FOR 0.08 KM
 QY0663'(0.05 MI) TO THE MAIN TAXIWAY.  GO NORTHEAST ON THE TAXIWAY, CROSSING
 QY0663'RUNWAY 34-16, FOR 0.08 KM (0.05 MI) TO THE WINDSOCK AND A
 QY0663'TETRAHEDRON.  TURN LEFT AND GO NORTHWEST FOR 0.08 KM (0.05 MI) TO A
 QY0663'FENCE CORNER AND THE STATION.
 QY0663'THE STATION IS A STAINLESS STEEL ROD INSIDE A BLANK 5-INCH LOGO CAP.
 QY0663'LOCATED 14.1 M (46.3 FT) NORTHEAST OF A WIND DIRECTION INDICATOR AND
 QY0663'1.3 M (4.3 FT) WEST OF THE FENCE CORNER.
 QY0663
 QY0663                          STATION RECOVERY (1992)
 QY0663
 QY0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QY0663'THE STATION IS LOCATED AT MID FIELD NNE OF THE RUNWAY INTERSECTION,
 QY0663'45.7 FT (13.9 M) NE OF A WIND TEE, 109.5 FT (33.4 M) NW OF A WINDSOCK,
 QY0663'4.3 FT (1.3 M) W OF A FENCE CORNER.  THE MARK IS A STAINLESS STEEL ROD
 QY0663'IN A PVC SLEEVE WITH A LOGO CAP STAMPED DILLPORT 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0664 ***********************************************************************
 QY0664  DESIGNATION -  DILLPORT B
 QY0664  PID         -  QY0664
 QY0664  STATE/COUNTY-  MT/BEAVERHEAD
 QY0664  USGS QUAD   -  DILLON EAST (1979)
 QY0664
 QY0664                         *CURRENT SURVEY CONTROL
 QY0664  ___________________________________________________________________
 QY0664* NAD 83(1999)-  45 14 57.59416(N)    112 33 00.74911(W)     ADJUSTED  
 QY0664* NAVD 88     -      1598.9    (meters)    5246.     (feet)  GPS OBS   
 QY0664  ___________________________________________________________________
 QY0664  X           -  -1,725,362.252 (meters)                     COMP
 QY0664  Y           -  -4,155,090.647 (meters)                     COMP
 QY0664  Z           -   4,508,026.501 (meters)                     COMP
 QY0664  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 QY0664  ELLIP HEIGHT-        1587.44  (meters)          (04/16/01) GPS OBS
 QY0664  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 QY0664
 QY0664  HORZ ORDER  -  THIRD
 QY0664  ELLP ORDER  -  FOURTH    CLASS II
 QY0664
 QY0664.This mark is at Dillon Airport (DLN)
 QY0664
 QY0664.The horizontal coordinates were established by GPS observations
 QY0664.and adjusted by the National Geodetic Survey in April 2001..
 QY0664.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QY0664.DATUM ITEM on the data sheet items page.
 QY0664
 QY0664.The orthometric height was determined by GPS observations and a
 QY0664.high-resolution geoid model.
 QY0664
 QY0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QY0664
 QY0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0664
 QY0664.The ellipsoidal height was determined by GPS observations
 QY0664.and is referenced to NAD 83.
 QY0664
 QY0664.The geoid height was determined by GEOID03.
 QY0664
 QY0664;                    North         East     Units Scale Factor Converg.
 QY0664;SPC MT       -   115,732.897   360,640.247   MT  0.99985949   -2 13 52.5
 QY0664;SPC MT       -   379,701.11  1,183,202.91   iFT  0.99985949   -2 13 52.5
 QY0664;UTM  12      - 5,011,817.468   378,351.060   MT  0.99978196   -1 06 03.8
 QY0664
 QY0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0664!SPC MT       -   0.99975118  x   0.99985949  =   0.99961070
 QY0664!UTM  12      -   0.99975118  x   0.99978196  =   0.99953319
 QY0664
 QY0664:                Primary Azimuth Mark                     Grid Az
 QY0664:SPC MT       -  DILLPORT                                 356 20 35.6
 QY0664:UTM  12      -  DILLPORT                                 355 12 46.9
 QY0664
 QY0664|---------------------------------------------------------------------|
 QY0664| PID    Reference Object                     Distance      Geod. Az  |
 QY0664|                                                           dddmmss.s |
 QY0664| QY0663 DILLPORT                            APPROX. 0.6 KM 3540643.1 |
 QY0664|---------------------------------------------------------------------|
 QY0664
 QY0664                          SUPERSEDED SURVEY CONTROL
 QY0664
 QY0664  NAD 83(1992)-  45 14 57.58371(N)    112 33 00.73195(W) AD(       ) 3
 QY0664  NAD 83(1992)-  45 14 57.59269(N)    112 33 00.74811(W) AD(       ) 3
 QY0664  ELLIP H (05/15/92) 1587.58   (m)                       GP(       ) 4 2
 QY0664  NAD 27      -  45 14 57.86643(N)    112 32 57.67394(W) AD(       ) 3
 QY0664  NGVD 29 (06/11/92) 1597.6    (m)         5241.     (f) GPS OBS        
 QY0664
 QY0664.Superseded values are not recommended for survey control.
 QY0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0664.See file dsdata.txt to determine how the superseded data were derived.
 QY0664
 QY0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7835111817(NAD 83)
 QY0664_MARKER: DH = HORIZONTAL CONTROL DISK
 QY0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0664_SP_SET: CONCRETE POST
 QY0664_STAMPING: DILLPORT B 1991
 QY0664_MARK LOGO: NGS   
 QY0664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QY0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0664+STABILITY: SURFACE MOTION
 QY0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0664+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1991
 QY0664
 QY0664  HISTORY     - Date     Condition        Report By
 QY0664  HISTORY     - 1991     MONUMENTED       NGS
 QY0664  HISTORY     - 19911018 GOOD             NGS
 QY0664  HISTORY     - 19920615 GOOD             NGS
 QY0664
 QY0664                          STATION DESCRIPTION
 QY0664
 QY0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QY0664'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHEAST OF DILLON, 1.6
 QY0664'KM (1.0 MI) SOUTHEAST OF STATE HIGHWAY 41, AT THE DILLON AIRPORT AND
 QY0664'ON THE SOUTHEAST SIDE, NEAR THE END OF THE RUNWAY.  OWNERSHIP--DILLON
 QY0664'AIRPORT, MANAGER PAUL IVERSON, 2400 AIRPORT ROAD, DILLON MT 59725,
 QY0664'PHONE 406-683-4447.
 QY0664'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 15
 QY0664'BUSINESS AND STATE HIGHWAY 41 AT THE NORTH EDGE OF DILLON, GO
 QY0664'NORTHEAST ON HIGHWAY 41 FOR 5.0 KM (3.1 MI) TO A DIRT ROAD RIGHT.
 QY0664'TURN RIGHT AND GO EAST FOR 1.9 KM (1.2 MI) TO THE BEACON TOWER AND
 QY0664'BENCH MARK Z 322 ON THE RIGHT.  CONTINUE ON PAVED AREA FOR 0.08 KM
 QY0664'(0.05 MI) TO THE MAIN TAXIWAY.  GO NORTHEAST ON THE TAXIWAY, CROSSING
 QY0664'RUNWAY 34-16, FOR 0.08 KM (0.05 MI) TO THE WINDSOCK AND A
 QY0664'TETRAHEDRON.  TURN RIGHT AND GO SOUTHEASTERLY, CROSSING OLD RUNWAY
 QY0664'3-21 FOR 0.16 KM (0.10 MI) TO A FENCE CORNER.  CONTINUE SOUTHEASTERLY
 QY0664'ALONG THE FENCE FOR 0.40 KM (0.25 MI) TO WHERE THE FENCE JOGS RIGHT
 QY0664'AND THE STATION.
 QY0664'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A CONCRETE POST
 QY0664'FLUSH WITH THE GROUND.  LOCATED 1.58 M (5.18 FT) SOUTHWEST OF A FENCE
 QY0664'BRACE POST, 1.22 M (4.00 FT) NORTHWEST OF ANOTHER FENCE BRACE POST
 QY0664'AND 0.94 M (3.08 FT) WEST-SOUTHWEST OF THE FENCE.
 QY0664
 QY0664                          STATION RECOVERY (1992)
 QY0664
 QY0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QY0664'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE AIRPORT 566 FT
 QY0664'(172.5 M) NE OF RUNWAY END 34, 438 FT (133.5 M) EAST OF RWY CL 16/34,
 QY0664'IN A SLIGHT CORNER OF A FENCE, 3 FT (0.9 M) WEST OF THE FENCE CORNER.
 QY0664'THE MARK IS A NGS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE
 QY0664'GROUND, AND STAMPED DILLPORT B 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0542 ***********************************************************************
 SQ0542  DESIGNATION -  DILO
 SQ0542  PID         -  SQ0542
 SQ0542  STATE/COUNTY-  MT/GARFIELD
 SQ0542  USGS QUAD   -  BENZIEN (1967)
 SQ0542
 SQ0542                         *CURRENT SURVEY CONTROL
 SQ0542  ___________________________________________________________________
 SQ0542* NAD 83(1992)-  47 20 45.89102(N)    107 44 02.70485(W)     ADJUSTED  
 SQ0542* NAVD 88     -       987.0    (meters)    3238.     (feet)  VERTCON   
 SQ0542  ___________________________________________________________________
 SQ0542  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 SQ0542  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 SQ0542
 SQ0542  HORZ ORDER  -  FIRST
 SQ0542
 SQ0542.The horizontal coordinates were established by classical geodetic methods
 SQ0542.and adjusted by the National Geodetic Survey in July 1992..
 SQ0542
 SQ0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0542
 SQ0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0542
 SQ0542.The geoid height was determined by GEOID03.
 SQ0542
 SQ0542;                    North         East     Units Scale Factor Converg.
 SQ0542;SPC MT       -   345,532.801   733,348.654   MT  0.99940954   +1 17 30.4
 SQ0542;SPC MT       - 1,133,637.80  2,405,999.52   iFT  0.99940954   +1 17 30.4
 SQ0542;UTM  13      - 5,247,249.037   293,491.961   MT  1.00012412   -2 00 41.5
 SQ0542
 SQ0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0542!SPC MT       -   0.99984765  x   0.99940954  =   0.99925728
 SQ0542!UTM  13      -   0.99984765  x   1.00012412  =   0.99997175
 SQ0542
 SQ0542|---------------------------------------------------------------------|
 SQ0542| PID    Reference Object                     Distance      Geod. Az  |
 SQ0542|                                                           dddmmss.s |
 SQ0542| CQ5400 DILO RM 1                            24.620 METERS 12229     |
 SQ0542| SQ0549 CAIRN ON CONE PEAK W STA CAIRN      APPROX.17.7 KM 1631404.8 |
 SQ0542| CQ5401 DILO RM 2                            25.890 METERS 21206     |
 SQ0542| SQ0558 MECAHA                              APPROX. 8.6 KM 2593031.0 |
 SQ0542| CQ5399 DILO AZ MK                                         2733825.9 |
 SQ0542|---------------------------------------------------------------------|
 SQ0542
 SQ0542                          SUPERSEDED SURVEY CONTROL
 SQ0542
 SQ0542  NAD 83(1986)-  47 20 45.88627(N)    107 44 02.68740(W) AD(       ) 1
 SQ0542  NAD 27      -  47 20 45.88600(N)    107 44 00.30600(W) AD(       ) 1
 SQ0542  NGVD 29 (07/19/86)  986.3    (m)         3236.     (f) VERT ANG       
 SQ0542
 SQ0542.Superseded values are not recommended for survey control.
 SQ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0542.See file dsdata.txt to determine how the superseded data were derived.
 SQ0542
 SQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9349247249(NAD 83)
 SQ0542_MARKER: DS = TRIANGULATION STATION DISK
 SQ0542_SETTING: 0 = UNSPECIFIED SETTING
 SQ0542
 SQ0542  HISTORY     - Date     Condition        Report By
 SQ0542  HISTORY     - 1934     MONUMENTED       CGS
 SQ0542  HISTORY     - 1967     GOOD             USGS
 SQ0542
 SQ0542                          STATION DESCRIPTION
 SQ0542
 SQ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0542'ABOUT 8 MILES NORTHWEST OF DILO POST OFFICE AND 7-1/2 MILES
 SQ0542'NORTH-NORTHWEST OF BENZINE POST OFFICE AND 10-1/2 MILES
 SQ0542'EAST OF THE MUSSELSHELL RIVER.  ON THE WESTERNMOST AND HIGHEST
 SQ0542'OF A GROUP OF TIMBERED HILLS.  IN THE NORTH HALF SEC. 15, T.
 SQ0542'18 N., R. 31 E., 26.9 FEET SOUTH-SOUTHEAST OF A 12-INCH PINE
 SQ0542'TREE.  PROJECTS 7 INCHES.  SURFACE MARK DISK SET IN GALVANIZED
 SQ0542'PIPE EMBEDDED IN GROUND.  UNDERGROUND MARK DESCRIBED IN CONCRETE.
 SQ0542'
 SQ0542'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION ON SAME
 SQ0542'HILL.  PROJECTS 7 INCHES.  A STANDARD DISK SET IN GALVANIZED
 SQ0542'PIPE EMBEDDED IN GROUND.
 SQ0542'
 SQ0542'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION ON SAME
 SQ0542'HILL.  PROJECTS 7 INCHES.  A STANDARD DISK SET IN GALVANIZED PIPE
 SQ0542'EMBEDDED IN GROUND.
 SQ0542'
 SQ0542'AZIMUTH MARK, IS WEST-SOUTHWEST OF STATION ON WESTERN
 SQ0542'SLOPE OF HILL STATION IS ON.  PROJECTS 6 INCHES.
 SQ0542'
 SQ0542'FROM BENZINE POST OFFICE, GO NORTH ON GRADED ROAD, DILO ROAD,
 SQ0542'0.25 MILE TO LODGEPOLE CREEK, CROSS CREEK AND CONTINUE ON MAIN
 SQ0542'ROAD 1.9 MILES.  LEAVE MAIN ROAD AND TURN LEFT (NORTH) 1.4
 SQ0542'MILES, THEN LEFT FORK 0.05 MILE, THEN LEFT FORK 0.6 MILE, THEN
 SQ0542'LEFT FORK ON MAIN-USED ROAD 1.1 MILES TO A GATE.  JUST AFTER
 SQ0542'PASSING THROUGH GATE TAKE RIGHT FORK AND GO 0.4 MILE TO ANOTHER
 SQ0542'GATE.  CONTINUE STRAIGHT AHEAD ON RIDGE 1.45 MILES THEN
 SQ0542'STRAIGHT AHEAD DOWN SLOPE 0.4 MILE, THEN LEFT FORK, MAIN ROAD,
 SQ0542'0.9 MILE TO TOP OF SADDLE AND A TRIANGLE BLAZE ON PINE TREE
 SQ0542'50 FEET SOUTH OF ROAD.  LEAVE ROAD, TURN LEFT AND CLIMB
 SQ0542'RIDGE TO THE SOUTHEAST, 0.15 MILE TO TOP AND STATION.
 SQ0542'(AFTER LEAVING ROAD IT IS VERY STEEP AND TIMBERED BUT BY
 SQ0542'WORKING WAY THROUGH TREES TRUCK CAN BE DRIVEN TO STATION).
 SQ0542'
 SQ0542'A 4-FOOT STAND WILL CLEAR ALL LINES.
 SQ0542'
 SQ0542'HEIGHT OF LIGHT ABOVE STATION MARK - 1.09 METERS.
 SQ0542
 SQ0542                          STATION RECOVERY (1967)
 SQ0542
 SQ0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (GDF)
 SQ0542'FOUND AS DESCRIBED
 SQ0542'
 SQ0542'STATION MARK--A STANDARD DISC SET IN AN IRON PIPE PROJECTING
 SQ0542'ABOUT 7 IN. ABOVE THE GROUND AND STAMPED DILO 1934.
 SQ0542'
 SQ0542'REFERENCE MARK NO. 1--A STANDARD DISK SET IN AN IRON PIPE
 SQ0542'PROJECTING ABOUT 6 IN. ABOVE THE GROUND AND STAMPED DILO
 SQ0542'R.M. NO. 1 1934.
 SQ0542'
 SQ0542'REFERENCE MARK NO. 2--A STANDARD DISC SET IN AN IRON PIPE
 SQ0542'PROJECTING ABOUT 6 IN. ABOVE THE GROUND AND STAMPED DILO
 SQ0542'R.M. NO. 2 1934.
 SQ0542'
 SQ0542'NOTE--STATION AND R.M.S RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0768 ***********************************************************************
 TH0768  DESIGNATION -  DIN
 TH0768  PID         -  TH0768
 TH0768  STATE/COUNTY-  MT/SHERIDAN
 TH0768  USGS QUAD   -  
 TH0768
 TH0768                         *CURRENT SURVEY CONTROL
 TH0768  ___________________________________________________________________
 TH0768* NAD 83(1992)-  49 00 49.03426(N)    105 31 15.43750(W)     ADJUSTED  
 TH0768* NAVD 88     -       844.     (meters)    2769.     (feet)  SCALED    
 TH0768  ___________________________________________________________________
 TH0768  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 TH0768  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 TH0768
 TH0768  HORZ ORDER  -  THIRD
 TH0768
 TH0768.The horizontal coordinates were established by classical geodetic methods
 TH0768.and adjusted by the National Geodetic Survey in July 1992..
 TH0768
 TH0768.The orthometric height was scaled from a topographic map.
 TH0768
 TH0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0768
 TH0768.The geoid height was determined by GEOID03.
 TH0768
 TH0768;                    North         East     Units Scale Factor Converg.
 TH0768;SPC MT       -   536,774.233   890,951.734   MT  1.00000841   +2 54 38.5
 TH0768;SPC MT       - 1,761,070.32  2,923,069.99   iFT  1.00000841   +2 54 38.5
 TH0768;UTM  13      - 5,429,100.653   461,906.510   MT  0.99961783   -0 23 35.7
 TH0768
 TH0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0768!SPC MT       -   0.99987057  x   1.00000841  =   0.99987898
 TH0768!UTM  13      -   0.99987057  x   0.99961783  =   0.99948845
 TH0768
 TH0768:                Primary Azimuth Mark                     Grid Az
 TH0768:SPC MT       -  FIL                                      084 15 58.1
 TH0768:UTM  13      -  FIL                                      087 34 12.3
 TH0768
 TH0768|---------------------------------------------------------------------|
 TH0768| PID    Reference Object                     Distance      Geod. Az  |
 TH0768|                                                           dddmmss.s |
 TH0768| TH0771 FIL                                 APPROX.11.4 KM 0871036.6 |
 TH0768|---------------------------------------------------------------------|
 TH0768
 TH0768                          SUPERSEDED SURVEY CONTROL
 TH0768
 TH0768  NAD 83(1986)-  49 00 49.03457(N)    105 31 15.43806(W) AD(       ) 3
 TH0768
 TH0768.Superseded values are not recommended for survey control.
 TH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0768.See file dsdata.txt to determine how the superseded data were derived.
 TH0768
 TH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ6190729101(NAD 83)
 TH0768_MARKER: DD = SURVEY DISK
 TH0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0768_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0768+STABILITY: SURFACE MOTION
 TH0768
 TH0768  HISTORY     - Date     Condition        Report By
 TH0768  HISTORY     - 1911     MONUMENTED       IBC
 TH0768
 TH0768                          STATION DESCRIPTION
 TH0768
 TH0768'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0768'ABOUT 1 MILE NORTH OF INTERNATIONAL BOUNDARY MONUMENT 535, IN THE
 TH0768'NORTHWEST CORNER OF NW 1/4 SECTION 2, TOWNSHIP 1, RANGE 27 W, SECOND
 TH0768'MERIDIAN.  THE STATION IS ON A LARGE MOUND.  EAST ABOUT 200 METERS
 TH0768'FROM THE STATION IS A HUMP ON WHICH ARE AN INDIAN GRAVE AND A 3 - FOOT
 TH0768'CAIRN.
 TH0768'
 TH0768'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TH0768'CONCRETE PIER.  ONE REFERENCE MARK IS AN ARROW ON A GRANITE BOULDER
 TH0768'12.58 METERS FROM THE STATION IN BEARING 215 DEGREES.  A SECOND
 TH0768'REFERENCE MARK IS A CROSSED ARROW ON A SANDSTONE BOULDER 4.47 METERS
 TH0768'FROM THE STATION IN BEARING 5 DEGREES.  A THIRD REFERENCE MARK IS A
 TH0768'CROSS ON A CRUMBLING QUARTZ BOULDER 10.33 METERS FROM THE STATION IN
 TH0768'BEARING 70 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0575 ***********************************************************************
 RU0575  DESIGNATION -  DING
 RU0575  PID         -  RU0575
 RU0575  STATE/COUNTY-  MT/ROSEBUD
 RU0575  USGS QUAD   -  FLAT BOTTOM COULEE SW (1969)
 RU0575
 RU0575                         *CURRENT SURVEY CONTROL
 RU0575  ___________________________________________________________________
 RU0575* NAD 83(1992)-  46 36 32.70303(N)    106 57 47.91268(W)     ADJUSTED  
 RU0575* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 RU0575  ___________________________________________________________________
 RU0575  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 RU0575  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 RU0575
 RU0575  HORZ ORDER  -  THIRD
 RU0575
 RU0575.The horizontal coordinates were established by classical geodetic methods
 RU0575.and adjusted by the National Geodetic Survey in July 1992..
 RU0575
 RU0575.The orthometric height was scaled from a topographic map.
 RU0575
 RU0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0575
 RU0575.The geoid height was determined by GEOID03.
 RU0575
 RU0575;                    North         East     Units Scale Factor Converg.
 RU0575;SPC MT       -   265,291.247   794,186.004   MT  0.99941729   +1 51 20.2
 RU0575;SPC MT       -   870,378.11  2,605,597.13   iFT  0.99941729   +1 51 20.2
 RU0575;UTM  13      - 5,163,596.751   349,654.754   MT  0.99987784   -1 25 37.1
 RU0575
 RU0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0575!SPC MT       -   0.99985646  x   0.99941729  =   0.99927383
 RU0575!UTM  13      -   0.99985646  x   0.99987784  =   0.99973432
 RU0575
 RU0575:                Primary Azimuth Mark                     Grid Az
 RU0575:SPC MT       -  AHLES                                    197 49 22.9
 RU0575:UTM  13      -  AHLES                                    201 06 20.2
 RU0575
 RU0575|---------------------------------------------------------------------|
 RU0575| PID    Reference Object                     Distance      Geod. Az  |
 RU0575|                                                           dddmmss.s |
 RU0575| RU0587 AHLES                               APPROX.14.6 KM 1994043.1 |
 RU0575|---------------------------------------------------------------------|
 RU0575
 RU0575                          SUPERSEDED SURVEY CONTROL
 RU0575
 RU0575  NAD 83(1986)-  46 36 32.69612(N)    106 57 47.88276(W) AD(       ) 3
 RU0575  NAD 27      -  46 36 32.72356(N)    106 57 45.67794(W) AD(       ) 3
 RU0575
 RU0575.Superseded values are not recommended for survey control.
 RU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0575.See file dsdata.txt to determine how the superseded data were derived.
 RU0575
 RU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM4965563597(NAD 83)
 RU0575_MARKER: DD = SURVEY DISK
 RU0575_SETTING: 0 = UNSPECIFIED SETTING
 RU0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0575
 RU0575  HISTORY     - Date     Condition        Report By
 RU0575  HISTORY     - 1957     MONUMENTED       USGS
 RU0575
 RU0575                          STATION DESCRIPTION
 RU0575
 RU0575'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RU0575'STATION IS LOCATED ABOUT 16 MI. N. OF VANANDA, IN SEC. 20, T.10 N.,
 RU0575'R.38 E., ON A SMALL KNOB THAT IS THE HIGH POINT OF THE MAIN RIDGE.
 RU0575'
 RU0575'TO REACH STATION FROM VANANDA, GO N. ON MAIN TRAVELED AND GRADED RD.
 RU0575'10.2 MI. TO W. TURN IN MAIN RD., CONTINUE STRAIGHT AHEAD, N. ON LESSER
 RU0575'TRAVELED GRADED RD. 6.0 MI. TO A TRACK RD. TURNING RIGHT E. TAKE TRACK
 RU0575'RD. 1.0 MI. TO HIGH POINT OF RIDGE AND STATION ABOUT 50 FT. N. OF RD.
 RU0575'
 RU0575'STATION MARK - USGS STANDARD ALUMINUM TABLET SET IN CONCRETE MONUMENT
 RU0575'PROJECTING 0.2 FT. ABOVE GROUND STAMPED ---DING 1957---.
 RU0575'
 RU0575'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0653 ***********************************************************************
 TL0653  DESIGNATION -  DISCOVERY
 TL0653  PID         -  TL0653
 TL0653  STATE/COUNTY-  MT/CHOUTEAU
 TL0653  USGS QUAD   -  DISCOVERY BUTTE (1969)
 TL0653
 TL0653                         *CURRENT SURVEY CONTROL
 TL0653  ___________________________________________________________________
 TL0653* NAD 83(1992)-  48 07 51.95396(N)    110 36 25.60325(W)     ADJUSTED  
 TL0653* NAVD 88     -       950.     (meters)    3117.     (feet)  SCALED    
 TL0653  ___________________________________________________________________
 TL0653  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 TL0653  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 TL0653
 TL0653  HORZ ORDER  -  THIRD
 TL0653
 TL0653.The horizontal coordinates were established by classical geodetic methods
 TL0653.and adjusted by the National Geodetic Survey in July 1992..
 TL0653
 TL0653.The orthometric height was scaled from a topographic map.
 TL0653
 TL0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0653
 TL0653.The geoid height was determined by GEOID03.
 TL0653
 TL0653;                    North         East     Units Scale Factor Converg.
 TL0653;SPC MT       -   431,848.721   517,627.948   MT  0.99958385   -0 48 35.5
 TL0653;SPC MT       - 1,416,826.51  1,698,254.42   iFT  0.99958385   -0 48 35.5
 TL0653;UTM  12      - 5,330,946.064   529,233.323   MT  0.99961050   +0 17 33.3
 TL0653
 TL0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0653!SPC MT       -   0.99985356  x   0.99958385  =   0.99943747
 TL0653!UTM  12      -   0.99985356  x   0.99961050  =   0.99946412
 TL0653
 TL0653:                Primary Azimuth Mark                     Grid Az
 TL0653:SPC MT       -  HUMPHREY                                 181 49 12.7
 TL0653:UTM  12      -  HUMPHREY                                 180 43 03.9
 TL0653
 TL0653|---------------------------------------------------------------------|
 TL0653| PID    Reference Object                     Distance      Geod. Az  |
 TL0653|                                                           dddmmss.s |
 TL0653| TL0654 HUMPHREY                            APPROX. 5.4 KM 1810037.2 |
 TL0653|---------------------------------------------------------------------|
 TL0653
 TL0653                          SUPERSEDED SURVEY CONTROL
 TL0653
 TL0653  NAD 83(1986)-  48 07 51.94835(N)    110 36 25.58533(W) AD(       ) 3
 TL0653  NAD 27      -  48 07 52.06903(N)    110 36 22.76954(W) AD(       ) 3
 TL0653
 TL0653.Superseded values are not recommended for survey control.
 TL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0653.See file dsdata.txt to determine how the superseded data were derived.
 TL0653
 TL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU2923330946(NAD 83)
 TL0653
 TL0653  HISTORY     - Date     Condition        Report By
 TL0653  HISTORY     - 1904     MONUMENTED       USGS
 TL0653  HISTORY     - 1964     GOOD             USGS
 TL0653
 TL0653                          STATION DESCRIPTION
 TL0653
 TL0653'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TL0653'ON DISCOVERY BUTTE, ABOUT 5 MI. SE. OF JUNCTION OF MARIAS RIVER AND
 TL0653'BLACK COULEE.
 TL0653'
 TL0653'RECOVERED.
 TL0653'
 TL0653'STATION MARK - IRON BENCH MARK POST SET 36 IN. IN GROUND.
 TL0653'
 TL0653'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0684 ***********************************************************************
 PZ0684  DESIGNATION -  DIVIDE
 PZ0684  PID         -  PZ0684
 PZ0684  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0684  USGS QUAD   -  EDIE CREEK (1987)
 PZ0684
 PZ0684                         *CURRENT SURVEY CONTROL
 PZ0684  ___________________________________________________________________
 PZ0684* NAD 83(1992)-  44 29 17.39701(N)    112 35 50.87158(W)     ADJUSTED  
 PZ0684* NAVD 88     -      3083.8    (meters)   10117.     (feet)  VERTCON   
 PZ0684  ___________________________________________________________________
 PZ0684  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 PZ0684  GEOID HEIGHT-         -10.08  (meters)                     GEOID03
 PZ0684
 PZ0684  HORZ ORDER  -  SECOND
 PZ0684
 PZ0684.The horizontal coordinates were established by classical geodetic methods
 PZ0684.and adjusted by the National Geodetic Survey in July 1992..
 PZ0684
 PZ0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0684
 PZ0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0684
 PZ0684.The geoid height was determined by GEOID03.
 PZ0684
 PZ0684;                    North         East     Units Scale Factor Converg.
 PZ0684;SPC MT       -    31,349.328   353,589.298   MT  1.00034553   -2 15 56.9
 PZ0684;SPC MT       -   102,852.13  1,160,069.88   iFT  1.00034553   -2 15 56.9
 PZ0684;SPC ID E     -   313,526.144   165,733.718   MT  0.99996180   -0 18 06.8
 PZ0684;UTM  12      - 4,927,335.697   372,979.174   MT  0.99979842   -1 07 10.5
 PZ0684
 PZ0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0684!SPC MT       -   0.99951828  x   1.00034553  =   0.99986364
 PZ0684!SPC ID E     -   0.99951828  x   0.99996180  =   0.99948010
 PZ0684!UTM  12      -   0.99951828  x   0.99979842  =   0.99931680
 PZ0684
 PZ0684|---------------------------------------------------------------------|
 PZ0684| PID    Reference Object                     Distance      Geod. Az  |
 PZ0684|                                                           dddmmss.s |
 PZ0684| PZ0685 BOUNDARY POST 599.981 ID MT           2.135 METERS 17635     |
 PZ0684| PZ0710 GARFIELD                            APPROX. 4.0 KM 3322540.3 |
 PZ0684| CN3414 DIVIDE RM 2                          68.815 METERS 34425     |
 PZ0684|---------------------------------------------------------------------|
 PZ0684
 PZ0684                          SUPERSEDED SURVEY CONTROL
 PZ0684
 PZ0684  NAD 83(1986)-  44 29 17.39405(N)    112 35 50.85800(W) AD(       ) 2
 PZ0684  NAD 27      -  44 29 17.71600(N)    112 35 47.84900(W) AD(       ) 2
 PZ0684  NGVD 29 (07/19/86) 3082.3    (m)        10113.     (f) VERT ANG       
 PZ0684
 PZ0684.Superseded values are not recommended for survey control.
 PZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0684.See file dsdata.txt to determine how the superseded data were derived.
 PZ0684
 PZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ7297927336(NAD 83)
 PZ0684_MARKER: DS = TRIANGULATION STATION DISK
 PZ0684_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PZ0684
 PZ0684  HISTORY     - Date     Condition        Report By
 PZ0684  HISTORY     - 1922     MONUMENTED       CGS
 PZ0684
 PZ0684                          STATION DESCRIPTION
 PZ0684
 PZ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 PZ0684'STATION IS PRACTICALLY ON THE MONTANA-IDAHO BOUNDARY BEING
 PZ0684'ONLY A FEW FEET INTO MONTANA.  IT IS NOT ON THE POINT SELECTED
 PZ0684'IN THE RECONNAISSANCE FOR BOUNDARY 599.009 AS THAT POINT IS
 PZ0684'PRACTICALLY INACCESSIBLE.  IT IS ON THE NORTHERN AND LOWER
 PZ0684'ONE OF TWO ROCKY PEAKS ON THE SAME RIDGE ABOUT 15 MILES
 PZ0684'SW OF MONIDA, MONTANA, 4 MILES SE OF GARFIELD AND NEAR THE
 PZ0684'HEAD OF SAW MILL CREEK AND ABOUT 3 MILES SW OF THE OLD SAWMILL
 PZ0684'SITE.  IT IS NOT ON THE HIGHEST POINT OF THE PEAK BUT ABOUT
 PZ0684'70 METERS E OF THE HIGHEST POINT.  TRUCKS CAN BE DRIVEN UP
 PZ0684'SAW MILL CREEK TO THE OLD SAWMILL AND FROM THERE PACK
 PZ0684'ANIMALS CAN BE TAKEN TO THE STATION FOLLOWING UP SAW MILL
 PZ0684'CREEK.
 PZ0684'
 PZ0684'STATION MARK IS A STANDARD BRONZE DISK SET IN AN IRREGULAR
 PZ0684'MASS OF CONCRETE.
 PZ0684'
 PZ0684'REFERENCE MARK NO. 1 IS A STANDARD G.L.O. DISK MARKING STATION
 PZ0684'599.981 OF THE MONTANA-IDAHO BOUNDARY SET IN A MASS OF CONCRETE.
 PZ0684'OVER THIS DISK THE OLD 3-INCH IRON POST FOUND THERE WAS REPLACED
 PZ0684'AND SURROUNDED BY A CAIRN OF ROCKS.  THE DISK WAS MARKED
 PZ0684'IN ADDITION TO THE REGULATION LETTERING THUS--
 PZ0684'
 PZ0684'THE TOP OF THE OLD 3-INCH IRON POST WAS SIMPLY STAMPED.
 PZ0684'
 PZ0684'REFERENCE MARK NO. 2 IS A STANDARD C. AND G. S. DISK REFERENCE
 PZ0684'MARK, SET IN A MASS OF CONCRETE ON THE HIGHEST POINT OF THE
 PZ0684'HILL.  THIS WAS SET DIRECTLY UNDER AN OLD 2-INCH G.L.O. IRON
 PZ0684'POST FOUND THERE WHICH MARKS ANGLE POINT 2, IN THE 600 MILE
 PZ0684'OF THE MONTANA-IDAHO BOUNDARY.  THE OLD 2-INCH POST WAS REPLACED
 PZ0684'OVER THE REFERENCE MARKS AND SURROUNDED BY A CAIRN OF ROCKS.
 PZ0684'THE TOP OF THIS POST WAS STAMPED.
 PZ0684'
 PZ0684'POINT 599.009 CALLED FOR IN THE RECONNAISSANCE WAS NOT FOUND
 PZ0684'AND ACCORDING TO OLD G.L.O. NOTES, THERE WAS NO SUCH POINT
 PZ0684'AS THIS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0888 ***********************************************************************
 TM0888  DESIGNATION -  DIVIDE
 TM0888  PID         -  TM0888
 TM0888  STATE/COUNTY-  MT/GLACIER
 TM0888  USGS QUAD   -  DUCK LAKE (1968)
 TM0888
 TM0888                         *CURRENT SURVEY CONTROL
 TM0888  ___________________________________________________________________
 TM0888* NAD 83(1992)-  48 47 56.49589(N)    113 21 38.08914(W)     ADJUSTED  
 TM0888* NAVD 88     -      1797.10   (+/-2cm)    5896.0    (feet)  VERTCON   
 TM0888  ___________________________________________________________________
 TM0888  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 TM0888  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 TM0888
 TM0888  HORZ ORDER  -  FIRST
 TM0888  VERT ORDER  -  THIRD ? (See Below)
 TM0888
 TM0888.The horizontal coordinates were established by classical geodetic methods
 TM0888.and adjusted by the National Geodetic Survey in July 1992..
 TM0888
 TM0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0888.The vertical order pertains to the NGVD 29 superseded value.
 TM0888
 TM0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0888
 TM0888.The geoid height was determined by GEOID03.
 TM0888
 TM0888;                    North         East     Units Scale Factor Converg.
 TM0888;SPC MT       -   512,506.482   316,527.698   MT  0.99988267   -2 49 26.5
 TM0888;SPC MT       - 1,681,451.71  1,038,476.70   iFT  0.99988267   -2 49 26.5
 TM0888;UTM  12      - 5,407,802.403   326,654.026   MT  0.99996917   -1 46 35.6
 TM0888
 TM0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0888!SPC MT       -   0.99972068  x   0.99988267  =   0.99960339
 TM0888!UTM  12      -   0.99972068  x   0.99996917  =   0.99968986
 TM0888
 TM0888:                Primary Azimuth Mark                     Grid Az
 TM0888:SPC MT       -  GLO 53 RM                                061 50 43.8
 TM0888:UTM  12      -  GLO 53 RM                                060 47 52.9
 TM0888
 TM0888|---------------------------------------------------------------------|
 TM0888| PID    Reference Object                     Distance      Geod. Az  |
 TM0888|                                                           dddmmss.s |
 TM0888| TM0875 GLO 53 RM                           APPROX.10.7 KM 0590117.3 |
 TM0888| TM0954 BEAZER                              APPROX.33.7 KM 3465857.6 |
 TM0888|---------------------------------------------------------------------|
 TM0888
 TM0888                          SUPERSEDED SURVEY CONTROL
 TM0888
 TM0888  NAD 83(1986)-  48 47 56.49816(N)    113 21 38.08775(W) AD(       ) 1
 TM0888  NAD 27      -  48 47 56.57400(N)    113 21 34.70300(W) AD(       ) 1
 TM0888  NGVD 29 (07/19/86) 1795.80   (m)         5891.7    (f) LEVELING    3  
 TM0888
 TM0888.Superseded values are not recommended for survey control.
 TM0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0888.See file dsdata.txt to determine how the superseded data were derived.
 TM0888
 TM0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV2665407802(NAD 83)
 TM0888_MARKER: DD = SURVEY DISK
 TM0888_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TM0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0888
 TM0888  HISTORY     - Date     Condition        Report By
 TM0888  HISTORY     - 1923     MONUMENTED       NGS
 TM0888  HISTORY     - 1924     GOOD             CGS
 TM0888  HISTORY     - 1925     GOOD             CGS
 TM0888  HISTORY     - 1955     GOOD             CGS
 TM0888
 TM0888                          STATION DESCRIPTION
 TM0888
 TM0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 TM0888'ON THE HUDSON BAY DIVIDE, BETWEEN THE WATER OF ST. MARY RIVER ON
 TM0888'THE WEST AND MILK RIVER ON THE EAST.  THE STATION IS ABOUT 3 MILES
 TM0888'EAST AND 3 MILES SOUTH OF BABB POST OFFICE, MONTANA, AND ABOUT
 TM0888'2 MILES EAST OF LOWER ST. MARY LAKE.  IT IS ABOUT 200 METERS
 TM0888'NORTHEAST OF AN OLD WAGON ROAD CROSSING THE RIDGE IN A
 TM0888'NORTHWESTERLY DIRECTION, AND ABOUT 1/3 MILE NORTH OF THE EDGE OF
 TM0888'THE DENSE SMALL TIMBER THAT COVERS THE SOUTHERN PORTION OF THE
 TM0888'RIDGE.  THERE ARE PATCHES OF FIR TIMBER ON THE WEST SLOPE NEAR
 TM0888'THE STATION AND CLUMPS OF FIR AND QUAKING ASP ON THE EAST
 TM0888'SIDE.  THE STATION CAN BE REACHED FROM THE BROWNING-BABB STAGE
 TM0888'ROAD BY FOLLOWING IT TO THE PERCIVAL RANCH AND THERE TAKING AN
 TM0888'OLD ROAD LEADING UP THE RIDGE TO THE WEST.
 TM0888'
 TM0888'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION MARK
 TM0888'SET IN THE TOP OF A CONCRETE BLOCK 16 BY 16 INCHES SQUARE AT THE
 TM0888'TOP, 24 BY 24 INCHES SQUARE AT THE BOTTOM, 28 INCHES IN DEPTH, AND
 TM0888'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 TM0888'SUB-SURFACE MARK IS A LIKE BRONZE DISK SET IN A BLOCK OF CONCRETE 12
 TM0888'BY 12 BY 9 INCHES IN SIZE, PLACED 27 INCHES BELOW THE SURFACE OF
 TM0888'THE GROUND.  (INTERNATIONAL BOUNDARY COMMISSION REPORT).
 TM0888
 TM0888                          STATION RECOVERY (1924)
 TM0888
 TM0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (AHW)
 TM0888'THIS MARK IS SITUATED ON THE HUDSON BAY DIVIDE ABOUT FIVE MILES SE OF
 TM0888'BABB P.O.  THE POINT IS IN GOOD SHAPE AND IS A STANDARD STATION
 TM0888'MARK DISK SET IN A CONCRETE BLOCK PLACED IN THE CENTER OF THE
 TM0888'LARGE FLAT PRAIRIE FORMED ON TOP OF THE DIVIDE.
 TM0888
 TM0888                          STATION RECOVERY (1925)
 TM0888
 TM0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 TM0888'RECOVERED.
 TM0888
 TM0888                          STATION RECOVERY (1955)
 TM0888
 TM0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 TM0888'STATION WAS RECOVERED AS DESCRIBED.  A TO REACH THE STATION
 TM0888'FOLLOWS.
 TM0888'
 TM0888'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89 AND
 TM0888'STATE HIGHWAY 2 IN THE VILLAGE OF BABB, GO SOUTH ON HIGHWAY 89
 TM0888'FOR 1.5 MILES TO A SIDE ROAD LEFT, JUST AFTER CROSSING A CONCRETE
 TM0888'BRIDGE, TURN LEFT ON GRAVEL ROAD AND GO 0.55 MILE TO WHERE ROAD
 TM0888'FORKS, BEAR RIGHT AND GO 3.3 MILES TO A SIDE ROAD LEFT, CONTINUE
 TM0888'STRAIGHT AHEAD FOR 1.2 MILES TO A DIM ROAD ON THE RIGHT WHICH
 TM0888'RUNS PARALLEL TO THE GRAVEL ROAD, THIS IS JUST BEFORE REACHING
 TM0888'THE TOP OF RIDGE, TURN RIGHT ON DIM ROAD AND GO SOUTHWESTERLY ALONG
 TM0888'TOP OF RIDGE FOR 1.8 MILES TO A FENCE CORNER AND GATE,
 TM0888'CONTINUE FOR 0.65 MILE TO A GATE, CONTINUE FOR 1.35 MILES TO A
 TM0888'DIM CROSSROAD, TURN LEFT AND GO EAST FOR 0.15 MILE TO A GATE,
 TM0888'TURN LEFT AND FOLLOW FENCELINE FOR 0.1 MILE, THENCE RIGHT
 TM0888'FOR ABOUT 70 METERS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0487 ***********************************************************************
 TK0487  DESIGNATION -  DIVIDE
 TK0487  PID         -  TK0487
 TK0487  STATE/COUNTY-  MT/BLAINE
 TK0487  USGS QUAD   -  BIG JOHN BUTTE (1984)
 TK0487
 TK0487                         *CURRENT SURVEY CONTROL
 TK0487  ___________________________________________________________________
 TK0487* NAD 83(1992)-  48 07 35.90202(N)    109 30 13.90888(W)     ADJUSTED  
 TK0487* NAVD 88     -      1683.0    (meters)    5522.     (feet)  VERTCON   
 TK0487  ___________________________________________________________________
 TK0487  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 TK0487  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 TK0487
 TK0487  HORZ ORDER  -  THIRD
 TK0487
 TK0487.The horizontal coordinates were established by classical geodetic methods
 TK0487.and adjusted by the National Geodetic Survey in July 1992..
 TK0487
 TK0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0487
 TK0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0487
 TK0487.The geoid height was determined by GEOID03.
 TK0487
 TK0487;                    North         East     Units Scale Factor Converg.
 TK0487;SPC MT       -   430,770.979   599,712.506   MT  0.99958232   -0 00 10.2
 TK0487;SPC MT       - 1,413,290.61  1,967,560.72   iFT  0.99958232   -0 00 10.2
 TK0487;UTM  12      - 5,331,458.296   611,330.273   MT  0.99975229   +1 06 51.0
 TK0487
 TK0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0487!SPC MT       -   0.99973855  x   0.99958232  =   0.99932098
 TK0487!UTM  12      -   0.99973855  x   0.99975229  =   0.99949091
 TK0487
 TK0487:                Primary Azimuth Mark                     Grid Az
 TK0487:SPC MT       -  WEST                                     203 08 35.9
 TK0487:UTM  12      -  WEST                                     202 01 34.7
 TK0487
 TK0487|---------------------------------------------------------------------|
 TK0487| PID    Reference Object                     Distance      Geod. Az  |
 TK0487|                                                           dddmmss.s |
 TK0487| TK0489 WEST                                APPROX. 4.1 KM 2030825.7 |
 TK0487|---------------------------------------------------------------------|
 TK0487
 TK0487                          SUPERSEDED SURVEY CONTROL
 TK0487
 TK0487  NAD 83(1986)-  48 07 35.90209(N)    109 30 13.89315(W) AD(       ) 3
 TK0487  NAD 27      -  48 07 35.94315(N)    109 30 11.20327(W) AD(       ) 3
 TK0487  NGVD 29 (07/19/86) 1682.1    (m)         5519.     (f) VERT ANG       
 TK0487
 TK0487.Superseded values are not recommended for survey control.
 TK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0487.See file dsdata.txt to determine how the superseded data were derived.
 TK0487
 TK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU1133031458(NAD 83)
 TK0487_MARKER: DD = SURVEY DISK
 TK0487_SETTING: 66 = SET IN ROCK OUTCROP
 TK0487_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TK0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0487+STABILITY: POSITION/ELEVATION WELL
 TK0487
 TK0487  HISTORY     - Date     Condition        Report By
 TK0487  HISTORY     - 1955     MONUMENTED       USGS
 TK0487
 TK0487                          STATION DESCRIPTION
 TK0487
 TK0487'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0487'STATION LOCATED ABOUT 11 MI. S. AND 7 MI. W. OF LLOYD, MONTANA.
 TK0487'
 TK0487'TO REACH STATION FROM LLOYD, GO S. ON MAIN TRAVELED  RD. 4.4 MI. TO
 TK0487'Y-RD., THENCE RIGHT W. 2.0 MI. TO T-RD., THENCE RIGHT 6.3 MI. TO T-RD.
 TK0487'THENCE LEFT S. ON MAIN TRAVELED RD. 5.3 MI. TO DIM RD. LEFT JUST AFTER
 TK0487'PASSING THROUGH GATE, THENCE LEFT ON DIM RD.2 MI. TO A SADDLE, THENCE
 TK0487'STRAIGHT AHEAD 0.4 MI. TO ABANDONED RANCH BUILDINGS.  BY JEEP LEAVE
 TK0487'RD. TURNING E. THROUGH GATE UP STEEP RIDGE TO TOP, THENCE DOWN INTO
 TK0487'DRAIN PASSING FENCE CORNER AND UP TO NEXT TOP WHICH IS HIGHEST POINT
 TK0487'IN IMMEDIATE VICINITY AND STATION. THERE IS HIGHER BUTTE .75 MI.E.OF
 TK0487'STATION.
 TK0487'
 TK0487'STATION MARK - STANDARD USGS TRIANGULATION TABLET CEMENTED IN DRILL
 TK0487'HOLE IN BED ROCK STAMPED --- DIVIDE 1955 ---.
 TK0487'
 TK0487'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE
 TK0487'16.66 FT. FROM STATION, N 24 DEG 24 MIN E.
 TK0487'
 TK0487'REFERENCE MARK NO.2 -CHISELED X ON ROCK OUTCROP 11.90 FT. FROM STATION
 TK0487'MARK, N 61 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1689 ***********************************************************************
 SS1689  DESIGNATION -  DIVIDE TP
 SS1689  PID         -  SS1689
 SS1689  STATE/COUNTY-  MT/CASCADE
 SS1689  USGS QUAD   -  NELSON ISLAND (1983)
 SS1689
 SS1689                         *CURRENT SURVEY CONTROL
 SS1689  ___________________________________________________________________
 SS1689* NAD 83(1992)-  47 18 20.92332(N)    111 31 43.87098(W)     ADJUSTED  
 SS1689* NAVD 88     -      1136.     (meters)    3727.     (feet)  SCALED    
 SS1689  ___________________________________________________________________
 SS1689  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 SS1689  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 SS1689
 SS1689  HORZ ORDER  -  THIRD
 SS1689
 SS1689.The horizontal coordinates were established by classical geodetic methods
 SS1689.and adjusted by the National Geodetic Survey in July 1992..
 SS1689
 SS1689.The orthometric height was scaled from a topographic map.
 SS1689
 SS1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1689
 SS1689.The geoid height was determined by GEOID03.
 SS1689
 SS1689;                    North         East     Units Scale Factor Converg.
 SS1689;SPC MT       -   341,540.948   446,684.534   MT  0.99940570   -1 29 02.8
 SS1689;SPC MT       - 1,120,541.17  1,465,500.44   iFT  0.99940570   -1 29 02.8
 SS1689;UTM  12      - 5,239,284.407   460,023.673   MT  0.99961964   -0 23 19.3
 SS1689
 SS1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1689!SPC MT       -   0.99982415  x   0.99940570  =   0.99922995
 SS1689!UTM  12      -   0.99982415  x   0.99961964  =   0.99944386
 SS1689
 SS1689                          SUPERSEDED SURVEY CONTROL
 SS1689
 SS1689  NAD 83(1986)-  47 18 20.92453(N)    111 31 43.85249(W) AD(       ) 3
 SS1689
 SS1689.Superseded values are not recommended for survey control.
 SS1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1689.See file dsdata.txt to determine how the superseded data were derived.
 SS1689
 SS1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6002439284(NAD 83)
 SS1689_MARKER: W = UNMONUMENTED
 SS1689_SETTING: 66 = SET IN ROCK OUTCROP
 SS1689_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SS1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1689
 SS1689  HISTORY     - Date     Condition        Report By
 SS1689  HISTORY     - 1891     MONUMENTED       MORC
 SS1689
 SS1689                          STATION DESCRIPTION
 SS1689
 SS1689'DESCRIBED BY MISSOURI RIVER COMMISSION 1891
 SS1689'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0804 ***********************************************************************
 PZ0804  DESIGNATION -  DIXON
 PZ0804  PID         -  PZ0804
 PZ0804  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0804  USGS QUAD   -  DIXON MOUNTAIN (1965)
 PZ0804
 PZ0804                         *CURRENT SURVEY CONTROL
 PZ0804  ___________________________________________________________________
 PZ0804* NAD 83(1992)-  44 41 48.27730(N)    112 46 05.05031(W)     ADJUSTED  
 PZ0804* NAVD 88     -      2950.0    (meters)    9678.     (feet)  VERTCON   
 PZ0804  ___________________________________________________________________
 PZ0804  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 PZ0804  GEOID HEIGHT-         -10.54  (meters)                     GEOID03
 PZ0804
 PZ0804  HORZ ORDER  -  THIRD
 PZ0804
 PZ0804.The horizontal coordinates were established by classical geodetic methods
 PZ0804.and adjusted by the National Geodetic Survey in July 1992..
 PZ0804
 PZ0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0804
 PZ0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0804
 PZ0804.The geoid height was determined by GEOID03.
 PZ0804
 PZ0804;                    North         East     Units Scale Factor Converg.
 PZ0804;SPC MT       -    55,064.853   340,991.974   MT  1.00019548   -2 23 26.2
 PZ0804;SPC MT       -   180,658.97  1,118,740.07   iFT  1.00019548   -2 23 26.2
 PZ0804;UTM  12      - 4,950,783.844   359,915.691   MT  0.99984132   -1 14 37.6
 PZ0804
 PZ0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0804!SPC MT       -   0.99953933  x   1.00019548  =   0.99973472
 PZ0804!UTM  12      -   0.99953933  x   0.99984132  =   0.99938072
 PZ0804
 PZ0804:                Primary Azimuth Mark                     Grid Az
 PZ0804:SPC MT       -  P 318                                    012 00 22.9
 PZ0804:UTM  12      -  P 318                                    010 51 34.3
 PZ0804
 PZ0804|---------------------------------------------------------------------|
 PZ0804| PID    Reference Object                     Distance      Geod. Az  |
 PZ0804|                                                           dddmmss.s |
 PZ0804| PZ0271 P 318                               APPROX.10.6 KM 0093656.7 |
 PZ0804|---------------------------------------------------------------------|
 PZ0804
 PZ0804                          SUPERSEDED SURVEY CONTROL
 PZ0804
 PZ0804  NAD 83(1986)-  44 41 48.27234(N)    112 46 05.04886(W) AD(       ) 3
 PZ0804  NGVD 29 (06/12/90) 2948.6    (m)         9674.     (f) VERT ANG       
 PZ0804
 PZ0804.Superseded values are not recommended for survey control.
 PZ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0804.See file dsdata.txt to determine how the superseded data were derived.
 PZ0804
 PZ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ5991650784(NAD 83)
 PZ0804_MARKER: DS = TRIANGULATION STATION DISK
 PZ0804_SETTING: 0 = UNSPECIFIED SETTING
 PZ0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0804
 PZ0804  HISTORY     - Date     Condition        Report By
 PZ0804  HISTORY     - 1965     MONUMENTED       USGS
 PZ0804
 PZ0804                          STATION DESCRIPTION
 PZ0804
 PZ0804'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 PZ0804'REACHED BY HELICOPTER.
 PZ0804'
 PZ0804'STATION LOCATED ABOUT 4 MI. SW. OF DELL, MONTANA, ON THE HIGH POINT
 PZ0804'OF A LARGE PROMINENT PEAK KNOWN AS DIXON MOUNTAIN.  STATION IS 6 FT.
 PZ0804'FROM THE E. EDGE OF A STEEP DROP-OFF, IN A ROCK OUTCROP.
 PZ0804'
 PZ0804'STATION MARK--STANDARD USGS TABLET STAMPED---DIXON ET 1965---, IN
 PZ0804'ROCK OUTCROP, PROJECTING 3 IN.
 PZ0804'
 PZ0804'REFERENCE MARK NO. 1--A 3 IN. BRASS DISK, SET IN A ROCK OUTCROP,
 PZ0804'PROJECTING 6 IN., STAMPED---RM 1---, 16.92 FT. FROM STATION
 PZ0804'12 DEGREES 24 SE MINUTES (IT HAS NO AGENCY MARKINGS ON
 PZ0804'IT AND WAS FOUND IN PLACE.  NO OTHER TABLETS FOUND).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1591 ***********************************************************************
 SS1591  DESIGNATION -  DKNT 1
 SS1591  PID         -  SS1591
 SS1591  STATE/COUNTY-  MT/TETON
 SS1591  USGS QUAD   -  DUTTON SE (1987)
 SS1591
 SS1591                         *CURRENT SURVEY CONTROL
 SS1591  ___________________________________________________________________
 SS1591* NAD 83(1992)-  47 50 34.06186(N)    111 30 38.48403(W)     ADJUSTED  
 SS1591* NAVD 88     -      1100.1    (meters)    3609.     (feet)  VERTCON   
 SS1591  ___________________________________________________________________
 SS1591  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 SS1591  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS1591
 SS1591  HORZ ORDER  -  THIRD
 SS1591
 SS1591.The horizontal coordinates were established by classical geodetic methods
 SS1591.and adjusted by the National Geodetic Survey in July 1992..
 SS1591
 SS1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1591
 SS1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1591
 SS1591.The geoid height was determined by GEOID03.
 SS1591
 SS1591;                    North         East     Units Scale Factor Converg.
 SS1591;SPC MT       -   401,155.577   449,588.368   MT  0.99949777   -1 28 15.0
 SS1591;SPC MT       - 1,316,127.22  1,475,027.45   iFT  0.99949777   -1 28 15.0
 SS1591;UTM  12      - 5,298,954.016   461,789.280   MT  0.99961794   -0 22 42.9
 SS1591
 SS1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1591!SPC MT       -   0.99982986  x   0.99949777  =   0.99932772
 SS1591!UTM  12      -   0.99982986  x   0.99961794  =   0.99944787
 SS1591
 SS1591                          SUPERSEDED SURVEY CONTROL
 SS1591
 SS1591  NAD 83(1986)-  47 50 34.06283(N)    111 30 38.46523(W) AD(       ) 3
 SS1591  NGVD 29 (05/18/92) 1099.2    (m)         3606.     (f) VERT ANG       
 SS1591
 SS1591.Superseded values are not recommended for survey control.
 SS1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1591.See file dsdata.txt to determine how the superseded data were derived.
 SS1591
 SS1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6178998954(NAD 83)
 SS1591_MARKER: DS = TRIANGULATION STATION DISK
 SS1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1591+STABILITY: SURFACE MOTION
 SS1591
 SS1591  HISTORY     - Date     Condition        Report By
 SS1591  HISTORY     - 1947     MONUMENTED       USGS
 SS1591
 SS1591                          STATION DESCRIPTION
 SS1591
 SS1591'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1591'STATION IS LOCATED APPROXIMATELY 8 MI. E. OF DUTTON, MONTANA, IN
 SS1591'SEC. 17, T 24 N, R 2 E, IN SE. CORNER OF E-W. RD. AND FIELD ENTRANCE
 SS1591'RD.
 SS1591'
 SS1591'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1591'---DKNT-1-1947 VABM 3611---.
 SS1591'
 SS1591'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, DISTANCE 59.65 FT. FROM
 SS1591'STATION MARK N 89 DEGREES 05 MINUTES W.
 SS1591'
 SS1591'REFERENCE MARK NO. 2--A 3/4-IN. IRON PIPE, DISTANCE 67.20 FT. FROM
 SS1591'STATION MARK N 06 DEGREES 26 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0748 ***********************************************************************
 TN0748  DESIGNATION -  DOAK
 TN0748  PID         -  TN0748
 TN0748  STATE/COUNTY-  MT/LINCOLN
 TN0748  USGS QUAD   -  LIBBY (1983)
 TN0748
 TN0748                         *CURRENT SURVEY CONTROL
 TN0748  ___________________________________________________________________
 TN0748* NAD 83(1992)-  48 28 13.09654(N)    115 31 18.59009(W)     ADJUSTED  
 TN0748* NAVD 88     -      1005.0    (meters)    3297.     (feet)  VERTCON   
 TN0748  ___________________________________________________________________
 TN0748  X           -  -1,825,690.662 (meters)                     COMP
 TN0748  Y           -  -3,823,889.872 (meters)                     COMP
 TN0748  Z           -   4,752,449.192 (meters)                     COMP
 TN0748  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 TN0748  ELLIP HEIGHT-         988.84  (meters)          (07/28/92) GPS OBS
 TN0748  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TN0748
 TN0748  HORZ ORDER  -  FIRST
 TN0748  ELLP ORDER  -  FIFTH     CLASS I
 TN0748
 TN0748.The horizontal coordinates were established by GPS observations
 TN0748.and adjusted by the National Geodetic Survey in July 1992..
 TN0748
 TN0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0748
 TN0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0748
 TN0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0748
 TN0748.The ellipsoidal height was determined by GPS observations
 TN0748.and is referenced to NAD 83.
 TN0748
 TN0748.The geoid height was determined by GEOID03.
 TN0748
 TN0748;                    North         East     Units Scale Factor Converg.
 TN0748;SPC MT       -   486,075.465   155,282.256   MT  0.99971817   -4 24 18.0
 TN0748;SPC MT       - 1,594,735.78    509,456.22   iFT  0.99971817   -4 24 18.0
 TN0748;UTM  11      - 5,369,629.952   609,257.424   MT  0.99974666   +1 06 24.1
 TN0748
 TN0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0748!SPC MT       -   0.99984505  x   0.99971817  =   0.99956326
 TN0748!UTM  11      -   0.99984505  x   0.99974666  =   0.99959175
 TN0748
 TN0748                          SUPERSEDED SURVEY CONTROL
 TN0748
 TN0748  NAD 83(1986)-  48 28 13.10841(N)    115 31 18.59449(W) AD(       ) 1
 TN0748  NGVD 29 (11/20/87) 1003.8    (m)         3293.     (f) GPS OBS        
 TN0748
 TN0748.Superseded values are not recommended for survey control.
 TN0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0748.See file dsdata.txt to determine how the superseded data were derived.
 TN0748
 TN0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0925769630(NAD 83)
 TN0748_MARKER: DS = TRIANGULATION STATION DISK
 TN0748_SETTING: 66 = SET IN ROCK OUTCROP
 TN0748_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TN0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0748+STABILITY: POSITION/ELEVATION WELL
 TN0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0748+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TN0748
 TN0748  HISTORY     - Date     Condition        Report By
 TN0748  HISTORY     - 1986     MONUMENTED       NGS
 TN0748
 TN0748                          STATION DESCRIPTION
 TN0748
 TN0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0748'THE STATION IS LOCATED ABOUT 14 KM (9 MI) NORTH OF LIBBY, 1.6 KM
 TN0748'(1.0 MI) SOUTHEAST OF PIPE CREEK COMMUNITY AND ON FOREST SERVICE
 TN0748'PROPERTY.
 TN0748'
 TN0748'TO REACH FROM THE LINCOLN COUNTY COURTHOUSE IN LIBBY, GO NORTH ON
 TN0748'ON STATE HIGHWAY 37 FOR 1.52 KM (0.95 MI) TO A ROAD LEFT.  TURN
 TN0748'LEFT ON PIPE CREEK ROAD AND GO NORTHERLY FOR 7.12 KM (4.45 MI) TO A
 TN0748'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON FOREST ROAD 4753 FOR
 TN0748'4.96 KM (3.1 MI) TO A ROAD FORK, BEAR RIGHT AND GO SOUTHEAST ON THE
 TN0748'MAIN ROAD FOR 0.64 KM (0.4 MI) TO A FORK.  TAKE THE RIGHT FORK AND
 TN0748'GO SOUTHERLY FOR 1.12 KM (0.7 MI) TO THE MARK ON THE RIGHT.
 TN0748'
 TN0748'STATION MARK, STAMPED---DOAK 1986---, IS A STANDARD DISK SET IN A
 TN0748'DRILL HOLE IN BEDROCK.  IT IS 25.4 METERS (83.3 FT) WEST OF THE
 TN0748'CENTER OF THE ROAD, 2.44 METERS (8.0 FT) EAST OF THE EDGE OF A
 TN0748'BLUFF, 1.5 METERS (4.9 FT) EAST OF A WITNESS POST AND 3.0 METERS
 TN0748'(10.0 FT) LOWER THAN THE ROAD.
 TN0748'
 TN0748'AZIMUTH MARK, STAMPED---DOAK 1986---, IS A STANDARD DISK SET IN THE
 TN0748'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 2.4
 TN0748'METERS (8.0 FT) NORTHWEST OF A CUT BANK EDGE, 1.0 METER (3.3 FT)
 TN0748'SOUTH OF A WITNESS POST AND ABOUT 5 METERS (16 FT) HIGHER THAN THE
 TN0748'ROAD.
 TN0748'
 TN0748'TO REACH THE AZIMUTH MARK FROM THE LINCOLN COUNTY COURTHOUSE IN
 TN0748'LIBBY, GO NORTH ON STATE HIGHWAY 37 FOR 1.28 KM (0.8 MI) TO A ROAD
 TN0748'ON THE LEFT.  TURN LEFT ON RIVER ROAD AND GO WEST FOR 5.92 KM
 TN0748'(3.7 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT ON BOBTAIL ROAD AND GO
 TN0748'NORTH FOR 2.80 KM (1.75 MI) TO A ROAD ON THE LEFT.  TURN LEFT ON
 TN0748'BOBTAIL RIDGE ROAD (FOREST ROAD 6144) AND GO NORTHWEST FOR 4.32 KM
 TN0748'(2.7 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON BOBTAIL
 TN0748'RIDGE ROAD FOR 7.52 KM (4.7 MI) TO THE MARK ON THE LEFT ON A CUT
 TN0748'BANK.
 TN0748'
 TN0748'THERE WERE NO REFERENCE MARKS SET FOR THE STATION.  THE STATION WAS
 TN0748'OCCUPIED BY GPS AT THIS TIME AND IS NOW A HORIZONTAL CONTROL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0749 ***********************************************************************
 TN0749  DESIGNATION -  DOAK AZ MK
 TN0749  PID         -  TN0749
 TN0749  STATE/COUNTY-  MT/LINCOLN
 TN0749  USGS QUAD   -  GOLD HILL (1963)
 TN0749
 TN0749                         *CURRENT SURVEY CONTROL
 TN0749  ___________________________________________________________________
 TN0749* NAD 83(1992)-  48 30 15.33384(N)    115 37 07.31821(W)     ADJUSTED  
 TN0749* NAVD 88     -      1233.8    (meters)    4048.     (feet)  VERTCON   
 TN0749  ___________________________________________________________________
 TN0749  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 TN0749  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 TN0749
 TN0749  HORZ ORDER  -  SECOND
 TN0749
 TN0749.The horizontal coordinates were established by classical geodetic methods
 TN0749.and adjusted by the National Geodetic Survey in July 1992..
 TN0749.No horizontal observational check was made to the station.
 TN0749
 TN0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0749
 TN0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0749
 TN0749.The geoid height was determined by GEOID03.
 TN0749
 TN0749;                    North         East     Units Scale Factor Converg.
 TN0749;SPC MT       -   490,393.101   148,437.415   MT  0.99973359   -4 28 33.1
 TN0749;SPC MT       - 1,608,901.25    486,999.39   iFT  0.99973359   -4 28 33.1
 TN0749;UTM  11      - 5,373,270.300   602,029.480   MT  0.99972790   +1 02 04.9
 TN0749
 TN0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0749!SPC MT       -   0.99980916  x   0.99973359  =   0.99954281
 TN0749!UTM  11      -   0.99980916  x   0.99972790  =   0.99953712
 TN0749
 TN0749                          SUPERSEDED SURVEY CONTROL
 TN0749
 TN0749  NAD 83(1986)-  48 30 15.33498(N)    115 37 07.33113(W) AD(       ) 2
 TN0749  NGVD 29 (11/20/87) 1232.6    (m)         4044.     (f) VERT ANG       
 TN0749
 TN0749.Superseded values are not recommended for survey control.
 TN0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0749.See file dsdata.txt to determine how the superseded data were derived.
 TN0749
 TN0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0202973270(NAD 83)
 TN0749_MARKER: DZ = AZIMUTH MARK DISK
 TN0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0749+STABILITY: SURFACE MOTION
 TN0749
 TN0749  HISTORY     - Date     Condition        Report By
 TN0749  HISTORY     - 1986     MONUMENTED       NGS
 TN0749
 TN0749                          STATION DESCRIPTION
 TN0749
 TN0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0749'THE AZIMUTH MARK IS LOCATED ABOUT 17 KM (11 MI) NORTH OF LIBBY, ON
 TN0749'PROPERTY OF THE FOREST SERVICE AND ON THE SIDE OF A MOUNTAIN ALONG
 TN0749'BOBTAIL RIDGE ROAD.
 TN0749'
 TN0749'TO REACH FROM THE LINCOLN COUNTY COURTHOUSE, IN LIBBY, GO NORTH ON
 TN0749'STATE HIGHWAY 37 FOR 1.28 KM (0.8 MI) TO A ROAD LEFT, TURN LEFT AND
 TN0749'GO WEST FOR 5.92 KM (3.7 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO
 TN0749'NORTH ON BOBTAIL ROAD FOR 2.80 KM (1.75 MI) TO A ROAD LEFT.  TURN
 TN0749'LEFT ON BOBTAIL RIDGE ROAD (FOREST SERVICE ROAD 6144) AND GO
 TN0749'NORTHWEST FOR 4.32 KM (2.7 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO
 TN0749'NORTHERLY ON BOBTAIL RIDGE ROAD FOR 7.52 KM (4.7 MI) TO THE AZIMUTH
 TN0749'MARK ON THE LEFT ON A HIGH CUT BANK.
 TN0749'
 TN0749'AZIMUTH MARK, STAMPED---DOAK 1986---, IS A STANDARD DISK SET IN THE
 TN0749'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 2.4
 TN0749'METERS (8.0 FT) NORTHWEST OF THE CUT BANK EDGE, 1.0 METER (3.3 FT)
 TN0749'SOUTH OF A WITNESS POST AND ABOUT 5 METERS (16 FT) HIGHER THAN THE
 TN0749'ROAD.
 TN0749'
 TN0749'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0422 ***********************************************************************
 TK0422  DESIGNATION -  DODSON
 TK0422  PID         -  TK0422
 TK0422  STATE/COUNTY-  MT/PHILLIPS
 TK0422  USGS QUAD   -  DODSON (1964)
 TK0422
 TK0422                         *CURRENT SURVEY CONTROL
 TK0422  ___________________________________________________________________
 TK0422* NAD 83(1992)-  48 28 19.72582(N)    108 09 20.53408(W)     ADJUSTED  
 TK0422* NAVD 88     -       855.87   (+/-2cm)    2808.0    (feet)  VERTCON   
 TK0422  ___________________________________________________________________
 TK0422  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 TK0422  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 TK0422
 TK0422  HORZ ORDER  -  THIRD
 TK0422  VERT ORDER  -  THIRD ? (See Below)
 TK0422
 TK0422.The horizontal coordinates were established by classical geodetic methods
 TK0422.and adjusted by the National Geodetic Survey in July 1992..
 TK0422
 TK0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0422.The vertical order pertains to the NGVD 29 superseded value.
 TK0422
 TK0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0422
 TK0422.The geoid height was determined by GEOID03.
 TK0422
 TK0422;                    North         East     Units Scale Factor Converg.
 TK0422;SPC MT       -   470,029.165   699,366.983   MT  0.99971900   +0 59 00.1
 TK0422;SPC MT       - 1,542,090.44  2,294,511.10   iFT  0.99971900   +0 59 00.1
 TK0422;UTM  12      - 5,372,687.244   710,218.142   MT  1.00014298   +2 07 48.4
 TK0422
 TK0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0422!SPC MT       -   0.99986850  x   0.99971900  =   0.99958753
 TK0422!UTM  12      -   0.99986850  x   1.00014298  =   1.00001146
 TK0422
 TK0422:                Primary Azimuth Mark                     Grid Az
 TK0422:SPC MT       -  THREE BUTTES                             103 36 07.6
 TK0422:UTM  12      -  THREE BUTTES                             102 27 19.3
 TK0422
 TK0422|---------------------------------------------------------------------|
 TK0422| PID    Reference Object                     Distance      Geod. Az  |
 TK0422|                                                           dddmmss.s |
 TK0422| TK0420 THREE BUTTES                        APPROX.11.5 KM 1043507.7 |
 TK0422|---------------------------------------------------------------------|
 TK0422
 TK0422                          SUPERSEDED SURVEY CONTROL
 TK0422
 TK0422  NAD 83(1986)-  48 28 19.72394(N)    108 09 20.52344(W) AD(       ) 3
 TK0422  NAD 27      -  48 28 19.71782(N)    108 09 18.07905(W) AD(       ) 3
 TK0422  NGVD 29 (07/19/86)  855.09   (m)         2805.4    (f) LEVELING    3  
 TK0422
 TK0422.Superseded values are not recommended for survey control.
 TK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0422.See file dsdata.txt to determine how the superseded data were derived.
 TK0422
 TK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU1021872687(NAD 83)
 TK0422
 TK0422  HISTORY     - Date     Condition        Report By
 TK0422  HISTORY     - 1903     MONUMENTED       USGS
 TK0422  HISTORY     - 1964     GOOD             USGS
 TK0422
 TK0422                          STATION DESCRIPTION
 TK0422
 TK0422'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0422'ON A ROLLING PRARIE HILL 6 MI. N. OF DODSON POST OFFICE.
 TK0422'
 TK0422'RECOVERED AND REDESCRIBED AS FOLLOWS, STATION LOCATED
 TK0422'4 MI. E. AND 5 MI. N. OF DODSON, MONTANA, IN THE SE.1/4 SEC. 1, T.31
 TK0422'N., R.27 E.
 TK0422'
 TK0422'TO REACH FROM DODSON, FOLLOW A GRADED RD. LEADING N. FROM THE E. EDGE
 TK0422'OF TOWN 6.0 MI. TO A GRADED RD. E. TURN RIGHT E. 3.0 MI. TO A
 TK0422'CROSSROAD, TURN RIGHT S. 0.35 MI. TO A GATE IN THE W. RIGHT OF WAY
 TK0422'FENCE ON THE SOUTH SIDE OF AN E-W FENCE.
 TK0422'TAKE FIELD RD. 0.35 MI. SOUTHWESTERLY TO TOP OF GRASSY HILL AND
 TK0422'STATION.
 TK0422'
 TK0422'STATION MARK - STANDARD USGS BENCH MARK TABLET STAMPED ---DODSON 1903
 TK0422'ET 1964--- RIVETED TO THE TOP OF A 3 1/2 IRON PIPE AND PROJECTS 1.2
 TK0422'FT.
 TK0422'
 TK0422'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0860 ***********************************************************************
 TN0860  DESIGNATION -  DOG
 TN0860  PID         -  TN0860
 TN0860  STATE/COUNTY-  MT/FLATHEAD
 TN0860  USGS QUAD   -  OLNEY (1994)
 TN0860
 TN0860                         *CURRENT SURVEY CONTROL
 TN0860  ___________________________________________________________________
 TN0860* NAD 83(1992)-  48 35 05.47457(N)    114 37 10.37214(W)     ADJUSTED  
 TN0860* NAVD 88     -      1122.8    (meters)    3684.     (feet)  VERTCON   
 TN0860  ___________________________________________________________________
 TN0860  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 TN0860  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 TN0860
 TN0860  HORZ ORDER  -  THIRD
 TN0860
 TN0860.The horizontal coordinates were established by classical geodetic methods
 TN0860.and adjusted by the National Geodetic Survey in July 1992..
 TN0860
 TN0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0860
 TN0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0860
 TN0860.The geoid height was determined by GEOID03.
 TN0860
 TN0860;                    North         East     Units Scale Factor Converg.
 TN0860;SPC MT       -   494,043.173   222,645.142   MT  0.99977165   -3 44 41.9
 TN0860;SPC MT       - 1,620,876.55    730,463.06   iFT  0.99977165   -3 44 41.9
 TN0860;UTM  11      - 5,384,043.204   675,548.468   MT  0.99997863   +1 47 08.3
 TN0860
 TN0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0860!SPC MT       -   0.99982650  x   0.99977165  =   0.99959819
 TN0860!UTM  11      -   0.99982650  x   0.99997863  =   0.99980514
 TN0860
 TN0860:                Primary Azimuth Mark                     Grid Az
 TN0860:SPC MT       -  DOG AZ MK                                050 29 56.0
 TN0860:UTM  11      -  DOG AZ MK                                044 58 05.8
 TN0860
 TN0860|---------------------------------------------------------------------|
 TN0860| PID    Reference Object                     Distance      Geod. Az  |
 TN0860|                                                           dddmmss.s |
 TN0860| TN0498 DOG AZ MK                                          0464514.1 |
 TN0860| CH7235 DOG RM 1                             10.578 METERS 21851     |
 TN0860| TN0859 DOG MOUNTAIN LOT                     19.405 METERS 25008     |
 TN0860| CH7236 DOG RM 2                             12.520 METERS 32315     |
 TN0860|---------------------------------------------------------------------|
 TN0860
 TN0860                          SUPERSEDED SURVEY CONTROL
 TN0860
 TN0860  NAD 83(1986)-  48 35 05.48409(N)    114 37 10.37112(W) AD(       ) 3
 TN0860  NAD 27      -  48 35 05.61155(N)    114 37 06.85299(W) AD(       ) 3
 TN0860  NGVD 29 (07/19/86) 1121.6    (m)         3680.     (f) VERT ANG       
 TN0860
 TN0860.Superseded values are not recommended for survey control.
 TN0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0860.See file dsdata.txt to determine how the superseded data were derived.
 TN0860
 TN0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP7554884043(NAD 83)
 TN0860_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0860_SETTING: 66 = SET IN ROCK OUTCROP
 TN0860
 TN0860  HISTORY     - Date     Condition        Report By
 TN0860  HISTORY     - 1959     MONUMENTED       CGS
 TN0860
 TN0860                          STATION DESCRIPTION
 TN0860
 TN0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0860'STATION IS LOCATED ABOUT 13 MILES WEST AND 12 MILES NORTH OF
 TN0860'WHITEFISH, 3-3/4 MILES NORTHWEST OF THE STILLWATER RANGER
 TN0860'STATION, 1 MILE SOUTHWEST OF U.S. HIGHWAY 93, BETWEEN THE
 TN0860'UPPER STILLWATER AND DOG LAKES, ON DOG MOUNTAIN AT THE SITE OF
 TN0860'THE DOG MTN LOOKOUT TOWER AND IN THE NORTH CENTRAL PORTION
 TN0860'OF SECTION 31, T 33 N, R 23 W.
 TN0860'
 TN0860'TO REACH FROM THE FIRST NATIONAL BANK IN WHITEFISH, GO WEST
 TN0860'AND NORTHWEST ON U.S. HIGHWAY 93 FOR 17.3 MILES TO THE MONTANA
 TN0860'STATE FORESTRY DEPARTMENT HEADQUARTERS, STILLWATER DISTRICT,
 TN0860'ON THE LEFT.  CONTINUE NORTHWEST ON HIGHWAY FOR 0.8 MILE
 TN0860'TO A SIDE ROAD LEFT AT SIGN OLNEY MERCHANTILE CO.  CONTINUE
 TN0860'ON HIGHWAY FOR 0.2 MILE TO A SIDE ROAD LEFT.  (TO REACH THE
 TN0860'AZIMUTH MARK FROM HERE, CONTINUE ON HIGHWAY NORTHWEST FOR
 TN0860'3.0 MILES TO A BARE ROCK BLUFF AND THE MARK ON THE RIGHT JUST
 TN0860'BEFORE REACHING A FARM ROAD LEFT.) TURN LEFT AND FOLLOW
 TN0860'WOODS ROAD (NO. 255) SOUTHWEST FOR 0.15 MILE TO A
 TN0860'T-INTERSECTION AT A GARBAGE DUMP.  TURN RIGHT AND FOLLOW WOODS
 TN0860'ROAD NORTHWESTERLY FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK
 TN0860'AND CONTINUE FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND
 TN0860'GO WEST FOR 0.2 MILE TO A FORK IMMEDIATELY BEYOND A SMALL
 TN0860'WOODEN BRIDGE.  TAKE THE RIGHT FORK AND CONTINUE
 TN0860'NORTHWESTERLY ON WOODS ROAD FOR 1.6 MILES TO A FORK.
 TN0860'TAKE THE RIGHT FORK (ROAD NO.  255A) FOR 0.1 MILE TO A FORK.
 TN0860'TAKE THE LEFT FORK (ROAD NO.  255A) AND CONTINUE
 TN0860'NORTHWESTERLY ON WOODS ROAD FOR 0.65 MILE TO THE END OF
 TN0860'TRUCK TRAVEL AT A BROKEN DOWN WOODEN BRIDGE.  PACK
 TN0860'SOUTHWESTERLY FOR ABOUT 15 MINUTES TO THE LOOKOUT TOWER AT
 TN0860'THE HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
 TN0860'
 TN0860'STATION MARK IS A STANDARD DISK, STAMPED DOG 1959, CEMENTED
 TN0860'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE.
 TN0860'IT IS 53 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 TN0860'
 TN0860'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOG NO 1 1959,
 TN0860'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 TN0860'ABOUT 18 INCHES.  IT IS 50 FEET NORTHEAST OF THE LOOKOUT TOWER
 TN0860'LEG AND ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 TN0860'
 TN0860'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOG NO 2 1959,
 TN0860'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 TN0860'ABOUT 12 INCHES.  IT IS 34 FEET SOUTHEAST OF THE LOOKOUT TOWER
 TN0860'LEG AND AT THE APPARENT HIGHEST PART OF THE HILL.
 TN0860'
 TN0860'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 18.290 METERS
 TN0860'OR 60.01 FEET.
 TN0860'
 TN0860'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOG 1959, CEMENTED
 TN0860'IN A DRILL HOLE IN BEDROCK AT THE BASE OF A ROCK BLUFF.  IT
 TN0860'IS 352 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES
 TN0860'OF THE HIGHWAY AND A FARM ROAD LEADING SOUTHWEST, 45 FEET
 TN0860'SOUTHEAST OF A 4 INCH WHITE POST (NO. 170), 40 FEET NORTHEAST
 TN0860'OF THE HIGHWAY CENTER AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY
 TN0860'SURFACE.
 TN0860'
 TN0860'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF
 TN0860'THE LOOKOUT TOWER, THE DISTANCE BEING AS SHOWN ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0548 ***********************************************************************
 SQ0548  DESIGNATION -  DOG
 SQ0548  PID         -  SQ0548
 SQ0548  STATE/COUNTY-  MT/GARFIELD
 SQ0548  USGS QUAD   -  FROEHLICH BUTTE (1967)
 SQ0548
 SQ0548                         *CURRENT SURVEY CONTROL
 SQ0548  ___________________________________________________________________
 SQ0548* NAD 83(1992)-  47 01 12.63782(N)    107 44 24.47403(W)     ADJUSTED  
 SQ0548* NAVD 88     -       980.9    (meters)    3218.     (feet)  VERTCON   
 SQ0548  ___________________________________________________________________
 SQ0548  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 SQ0548  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SQ0548
 SQ0548  HORZ ORDER  -  SECOND
 SQ0548
 SQ0548.The horizontal coordinates were established by classical geodetic methods
 SQ0548.and adjusted by the National Geodetic Survey in July 1992..
 SQ0548
 SQ0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0548
 SQ0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0548
 SQ0548.The geoid height was determined by GEOID03.
 SQ0548
 SQ0548;                    North         East     Units Scale Factor Converg.
 SQ0548;SPC MT       -   309,321.312   733,705.631   MT  0.99939264   +1 17 14.5
 SQ0548;SPC MT       - 1,014,833.70  2,407,170.71   iFT  0.99939264   +1 17 14.5
 SQ0548;UTM  13      - 5,211,050.558   291,763.855   MT  1.00013297   -2 00 19.4
 SQ0548
 SQ0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0548!SPC MT       -   0.99984853  x   0.99939264  =   0.99924127
 SQ0548!UTM  13      -   0.99984853  x   1.00013297  =   0.99998148
 SQ0548
 SQ0548|---------------------------------------------------------------------|
 SQ0548| PID    Reference Object                     Distance      Geod. Az  |
 SQ0548|                                                           dddmmss.s |
 SQ0548| CQ5406 DOG RM 2                             16.614 METERS 02642     |
 SQ0548| RU0608 HEN                                 APPROX. 6.7 KM 1425730.1 |
 SQ0548| CQ5405 DOG RM 1                              9.853 METERS 20706     |
 SQ0548|---------------------------------------------------------------------|
 SQ0548
 SQ0548                          SUPERSEDED SURVEY CONTROL
 SQ0548
 SQ0548  NAD 83(1986)-  47 01 12.63446(N)    107 44 24.45309(W) AD(       ) 2
 SQ0548  NAD 27      -  47 01 12.66086(N)    107 44 22.07314(W) AD(       ) 2
 SQ0548  NGVD 29 (07/19/86)  980.2    (m)         3216.     (f) VERT ANG       
 SQ0548
 SQ0548.Superseded values are not recommended for survey control.
 SQ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0548.See file dsdata.txt to determine how the superseded data were derived.
 SQ0548
 SQ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9176411051(NAD 83)
 SQ0548_MARKER: DD = SURVEY DISK
 SQ0548_SETTING: 0 = UNSPECIFIED SETTING
 SQ0548
 SQ0548  HISTORY     - Date     Condition        Report By
 SQ0548  HISTORY     - 1967     MONUMENTED       USGS
 SQ0548
 SQ0548                          STATION DESCRIPTION
 SQ0548
 SQ0548'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 SQ0548'THE STATION IS LOCATED N. 74 DEG E., ABOUT 7 MI. (AIRLINE) FROM
 SQ0548'MOSBY, MONTANA.  S. 65 DEG W., ABOUT 13 MI. (AIRLINE) FROM SAND
 SQ0548'SPRINGS, MONTANA.  THE STATION IS IN THE NW 1/4 OF SECTION 36,
 SQ0548'T.15N., R.31E., ON THE S. END AND HIGHEST POINT OF A TIMBERED
 SQ0548'HILL, ABOUT 0.3 MI. W. OF MILE POST 167 ON MONTANA HIGHWAY NO.
 SQ0548'20, AND ABOUT 300 YDS. N. OF THE HWY.  THE BASE OF THE HILL WAS
 SQ0548'REACHED BY 2-WHEEL DRIVE VEHICLE FROM HIGHWAY 20.  ABOUT A
 SQ0548'2-MIN. PACK TO THE TOP AND STATION.  THE STATION CAN BE
 SQ0548'LOCATED FROM THE JORDAN (NL-13-1) 1--250,000 SERIES MAP.
 SQ0548'
 SQ0548'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A
 SQ0548'1-FT. COPPERWELD ROD, CEMENTED IN DRILL HOLE IN SUBSURFACE BEDROCK,
 SQ0548'CENTERED IN BLACK TILE 6 IN. IN DIAMETER, FILLED WITH
 SQ0548'CONCRETE.  FLUSH WITH GROUND, AND STAMPED DOG ET 1967.
 SQ0548'
 SQ0548'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 SQ0548'TABLET CEMENTED IN DRILL HOLE IN OUTCROPPING ROCK, AND STAMPED
 SQ0548'DOG ET 1967, NO. 1.
 SQ0548'
 SQ0548'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 SQ0548'TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (8 FT.)
 SQ0548'CENTERED IN A BLACK TILE 6 IN. IN DIAMETER, 12 IN. LONG FILLED
 SQ0548'WITH GRAVEL, FLUSH WITH GROUND, AND STAMPED DOG ET 1967 NO. 2.
 SQ0548'
 SQ0548'HEN ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION AND WILL
 SQ0548'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1098 ***********************************************************************
 SR1098  DESIGNATION -  DOG
 SR1098  PID         -  SR1098
 SR1098  STATE/COUNTY-  MT/FERGUS
 SR1098  USGS QUAD   -  GALLATIN RAPIDS (1954)
 SR1098
 SR1098                         *CURRENT SURVEY CONTROL
 SR1098  ___________________________________________________________________
 SR1098* NAD 83(1992)-  47 41 25.78392(N)    109 24 53.42433(W)     ADJUSTED  
 SR1098* NAVD 88     -      1040.1    (meters)    3412.     (feet)  VERTCON   
 SR1098  ___________________________________________________________________
 SR1098  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 SR1098  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 SR1098
 SR1098  HORZ ORDER  -  FIRST
 SR1098
 SR1098.The horizontal coordinates were established by classical geodetic methods
 SR1098.and adjusted by the National Geodetic Survey in July 1992..
 SR1098
 SR1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1098
 SR1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1098
 SR1098.The geoid height was determined by GEOID03.
 SR1098
 SR1098;                    North         East     Units Scale Factor Converg.
 SR1098;SPC MT       -   382,303.633   606,389.570   MT  0.99946266   +0 03 44.3
 SR1098;SPC MT       - 1,254,277.01  1,989,467.09   iFT  0.99946266   +0 03 44.3
 SR1098;UTM  12      - 5,283,118.011   618,949.923   MT  0.99977387   +1 10 20.6
 SR1098
 SR1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1098!SPC MT       -   0.99983931  x   0.99946266  =   0.99930206
 SR1098!UTM  12      -   0.99983931  x   0.99977387  =   0.99961322
 SR1098
 SR1098|---------------------------------------------------------------------|
 SR1098| PID    Reference Object                     Distance      Geod. Az  |
 SR1098|                                                           dddmmss.s |
 SR1098| CQ5403 DOG RM 1                              8.269 METERS 09324     |
 SR1098| CQ5404 DOG RM 2                             10.170 METERS 16817     |
 SR1098| CQ5402 DOG AZ MK                                          2715343.5 |
 SR1098|---------------------------------------------------------------------|
 SR1098
 SR1098                          SUPERSEDED SURVEY CONTROL
 SR1098
 SR1098  NAD 83(1986)-  47 41 25.78189(N)    109 24 53.40597(W) AD(       ) 1
 SR1098  NAD 27      -  47 41 25.84100(N)    109 24 50.74600(W) AD(       ) 1
 SR1098  NGVD 29 (07/19/86) 1039.3    (m)         3410.     (f) VERT ANG       
 SR1098
 SR1098.Superseded values are not recommended for survey control.
 SR1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1098.See file dsdata.txt to determine how the superseded data were derived.
 SR1098
 SR1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1895083118(NAD 83)
 SR1098_MARKER: DS = TRIANGULATION STATION DISK
 SR1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1098
 SR1098  HISTORY     - Date     Condition        Report By
 SR1098  HISTORY     - 1949     MONUMENTED       CGS
 SR1098  HISTORY     - 1961     GOOD             CGS
 SR1098
 SR1098                          STATION DESCRIPTION
 SR1098
 SR1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1098'STATION IS 10 MILES NORTH-NORTHWEST OF WINIFRED, 2 MILES SOUTH
 SR1098'OF THE MISSOURI RIVER, ON A SMALL, PROMINENT GRASSY KNOLL WHICH
 SR1098'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 74
 SR1098'FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD.
 SR1098'
 SR1098'TO REACH THE STATION FROM THE MAIN CROSS STREETS AND THE LIGHT
 SR1098'POLE IN WINIFRED, GO EAST, PASSING ELEVATORS ON THE LEFT, FOR
 SR1098'0.35 MILE TO A BRIDGE, CROSS THE BRIDGE AND CONTINUE EAST 1.2
 SR1098'MILES, BEAR LEFT WITH THE MAIN TRAVELED ROAD AND GO NORTH 0.5
 SR1098'MILE TO A SIDE ROAD, CONTINUE NORTH 2.0 MILES TO A SIDE ROAD,
 SR1098'CONTINUE NORTH 3.3 MILES, TURN RIGHT, EAST, CROSS A CATTLE
 SR1098'GUARD AND GO 1.1 MILES TO A FORK, BEAR LEFT 0.1 MILE, BEAR
 SR1098'LEFT AND GO 1.15 MILE TO A FORK, BEAR RIGHT AND FOLLOW THE
 SR1098'MAIN TRAVELED ROAD 2.4 MILES TO A FORK, BEAR LEFT AND GO 0.6
 SR1098'MILE TO ANOTHER FORK, BEAR LEFT AND GO WEST 3.1 MILES TO THE
 SR1098'STATION.  CONTINUE WEST 0.3 MILE TO THE AZIMUTH MARK ON THE
 SR1098'RIGHT.
 SR1098'
 SR1098'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DOG 1948.
 SR1098'
 SR1098'REFERENCE MARK NO. 1 IS 70 FEET NORTH OF THE APPROXIMATE CENTER
 SR1098'OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SR1098'DOG NO 1 1948.
 SR1098'
 SR1098'REFERENCE MARK NO. 2 IS 42 FEET NORTH OF THE ROAD.  THE MARK
 SR1098'PROJECTS 6 INCHES AND THE DISK IS STAMPED DOG NO 2 1948.
 SR1098'
 SR1098'THE AZIMUTH MARK IS 16 FEET NORTH OF THE APPROXIMATE CENTER
 SR1098'OF THE ROAD, 33 FEET NORTH OF A FENCE AND 3 FEET EAST OF A
 SR1098'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 SR1098'STAMPED DOG 1948.
 SR1098'
 SR1098'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SR1098'SQUARE CONCRETE POSTS AND WERE SET BY M.J. TONKEL IN 1948.
 SR1098'
 SR1098'A 15 FOOT STAND AT DOG WILL SEE FOUR FOOT STAND AT PUP AND
 SR1098'WINIFRED N. BASE.
 SR1098'
 SR1098'A FOUR FOOT STAND AT DOG WILL SEE A FOUR FOOT STAND AT BRAKES, A
 SR1098'4 FOOT STAND AT LEROY, LION, WOODHAWK, WINIFRED S. BASE AND WIN.
 SR1098
 SR1098                          STATION RECOVERY (1961)
 SR1098
 SR1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1098'THE STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2
 SR1098'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 SR1098'
 SR1098'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 SR1098'
 SR1098'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF
 SR1098'WINIFRED, 2 MILES SOUTH OF THE MISSOURI RIVER ON THE HIGHEST
 SR1098'POINT OF A SMALL GRASSY KNOLL AND JUST NORTH OF A DIRT ROAD.
 SR1098'
 SR1098'TO REACH THE STATION FROM THE POSTOFFICE IN WINIFRED, GO EAST
 SR1098'ON THE MAIN STREET FOR 0.05 MILE TO A Y-FORK, TAKE THE LEFT
 SR1098'FORK AND CONTINUE NORTH AND EAST FOR 1.5 MILES TO A SHARP CURVE,
 SR1098'TURN LEFT, NORTH, FOLLOW THE MAIN TRAVELED ROAD NORTH FOR 9.55
 SR1098'MILE TO A Y-FORK AT THE TOP OF A HILL (THIS IS 0.1 MILE NORTH
 SR1098'OF A LOG BUILDING ON THE LEFT).  TAKE THE LEFT FORK AND FOLLOW
 SR1098'THE DIRT ROAD WEST ALONG THE TOP OF THE RIDGE FOR 3.15 MILES
 SR1098'TO A HIGH KNOLL ON THE RIGHT AND THE STATION.
 SR1098'
 SR1098'THE STATION MARK, STAMPED DOG 1948, IS A STANDARD DISK SET
 SR1098'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 SR1098'6 INCHES.  IT IS 74 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 SR1098'2 FEET SOUTH SOUTHEAST OF A WITNESS POST.
 SR1098'
 SR1098'REFERENCE MARK NO 1, STAMPED DOG NO 1 1948, IS A STANDARD
 SR1098'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 SR1098'PROJECTS 6 INCHES.  IT IS 70 FEET NORTH OF THE CENTER OF THE
 SR1098'ROAD AND 27 FEET EAST OF A WITNESS POST.
 SR1098'
 SR1098'REFERENCE MARK NO 2, STAMPED DOG NO 2 1948, IS A STANDARD
 SR1098'DISK SET IN THE TOP OFA 12 INCH SQUARE CONCRETE POST THAT
 SR1098'PROJECTS 6 INCHES.  IT IS 42 FEET NORTH OF THE CENTER OF THE
 SR1098'ROAD AND 26 FEET SOUTH SOUTHEAST OF A WITNESS POST.
 SR1098'
 SR1098'THE AZIMUTH MARK, STAMPED DOG 1948, IS A STANDARD DISK SET
 SR1098'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 SR1098'2 INCHES.  IT IS 14 FEET NORTH OF THE CENTER OF THE ROAD AND
 SR1098'3 FEET SOUTHEAST OF A WITNESS POST.
 SR1098'
 SR1098'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 SR1098'DIRT ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 SR1098'
 SR1098'THE DISTANCE BETWEEN REFERENCE MARKS IS 37.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0498 ***********************************************************************
 TN0498  DESIGNATION -  DOG AZ MK
 TN0498  PID         -  TN0498
 TN0498  STATE/COUNTY-  MT/FLATHEAD
 TN0498  USGS QUAD   -  OLNEY (1994)
 TN0498
 TN0498                         *CURRENT SURVEY CONTROL
 TN0498  ___________________________________________________________________
 TN0498* NAD 83(1986)-  48 35 33.     (N)    114 36 28.     (W)     SCALED    
 TN0498* NAVD 88     -       984.370  (meters)    3229.55   (feet)  ADJUSTED  
 TN0498  ___________________________________________________________________
 TN0498  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 TN0498  DYNAMIC HT  -         984.381 (meters)    3229.59  (feet)  COMP
 TN0498  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 TN0498
 TN0498  VERT ORDER  -  FIRST     CLASS II
 TN0498
 TN0498.The horizontal coordinates were scaled from a topographic map and have
 TN0498.an estimated accuracy of +/- 6 seconds.
 TN0498
 TN0498.The orthometric height was determined by differential leveling
 TN0498.and adjusted by the National Geodetic Survey in June 1991..
 TN0498
 TN0498.The geoid height was determined by GEOID03.
 TN0498
 TN0498.The dynamic height is computed by dividing the NAVD 88
 TN0498.geopotential number by the normal gravity value computed on the
 TN0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0498.degrees latitude (g = 980.6199 gals.).
 TN0498
 TN0498.The modeled gravity was interpolated from observed gravity values.
 TN0498
 TN0498;                    North         East    Units  Estimated Accuracy
 TN0498;SPC MT       -   494,840.      223,570.      MT  (+/- 180 meters Scaled)
 TN0498
 TN0498                          SUPERSEDED SURVEY CONTROL
 TN0498
 TN0498.No superseded survey control is available for this station.
 TN0498
 TN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP763849(NAD 83)
 TN0498_MARKER: DZ = AZIMUTH MARK DISK
 TN0498_SETTING: 66 = SET IN ROCK OUTCROP
 TN0498_SP_SET: ROCK OUTCROP
 TN0498_STAMPING: DOG 1959
 TN0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0498+STABILITY: POSITION/ELEVATION WELL
 TN0498
 TN0498  HISTORY     - Date     Condition        Report By
 TN0498  HISTORY     - 1959     MONUMENTED       CGS
 TN0498  HISTORY     - 1979     GOOD             NGS
 TN0498
 TN0498                          STATION DESCRIPTION
 TN0498
 TN0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0498'20.8 MI NW FROM WHITEFISH.
 TN0498'20.85 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0498'SPOKANE AVENUE IN WHITEFISH, SET IN A POINT OF ROCK AT THE FOOT OF A
 TN0498'MASSIVE ROCK OUTCROP, 0.1 MILE SOUTHEAST OF MILE POST 149, 0.1 MILE
 TN0498'NORTHWEST OF THE ENTRANCE TO THE DOG CREEK KOA CAMPGROUND AND 41 FEET
 TN0498'NORTHEAST OF THE CENTERLINE OF HIGHWAY 93.
 TN0498'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 TN0498'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0859 ***********************************************************************
 TN0859  DESIGNATION -  DOG MOUNTAIN LOT
 TN0859  PID         -  TN0859
 TN0859  STATE/COUNTY-  MT/FLATHEAD
 TN0859  USGS QUAD   -  OLNEY (1994)
 TN0859
 TN0859                         *CURRENT SURVEY CONTROL
 TN0859  ___________________________________________________________________
 TN0859* NAD 83(1992)-  48 35 05.26112(N)    114 37 11.26268(W)     ADJUSTED  
 TN0859* NAVD 88     -                                                        
 TN0859  ___________________________________________________________________
 TN0859  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 TN0859  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 TN0859
 TN0859  HORZ ORDER  -  THIRD
 TN0859
 TN0859.The horizontal coordinates were established by classical geodetic methods
 TN0859.and adjusted by the National Geodetic Survey in July 1992..
 TN0859
 TN0859
 TN0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0859
 TN0859.The geoid height was determined by GEOID03.
 TN0859
 TN0859;                    North         East     Units Scale Factor Converg.
 TN0859;SPC MT       -   494,037.787   222,626.504   MT  0.99977162   -3 44 42.5
 TN0859;SPC MT       - 1,620,858.88    730,401.92   iFT  0.99977162   -3 44 42.5
 TN0859;UTM  11      - 5,384,036.045   675,530.432   MT  0.99997855   +1 47 07.6
 TN0859
 TN0859                          SUPERSEDED SURVEY CONTROL
 TN0859
 TN0859  NAD 83(1986)-  48 35 05.27064(N)    114 37 11.26165(W) AD(       ) 4
 TN0859  NAD 27      -  48 35 05.39811(N)    114 37 07.74350(W) AD(       ) 3
 TN0859
 TN0859.Superseded values are not recommended for survey control.
 TN0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0859.See file dsdata.txt to determine how the superseded data were derived.
 TN0859
 TN0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP7553084036(NAD 83)
 TN0859
 TN0859  HISTORY     - Date     Condition        Report By
 TN0859  HISTORY     - 1959     MONUMENTED       CGS
 TN0859  HISTORY     - 1966     SEE DESCRIPTION  USGS
 TN0859  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TN0859
 TN0859                          STATION DESCRIPTION
 TN0859
 TN0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0859'STATION IS LOCATED ABOUT 13 MILES WEST AND 12 MILES NORTH
 TN0859'OF WHITEFISH, 3-3/4 MILES NORTHWEST OF THE STILLWATER RANGER
 TN0859'STATION, 1 MILE SOUTHWEST OF U.S. HIGHWAY 93, BETWEEN THE
 TN0859'UPPER STILLWATER AND DOG LAKES, ON DOG MOUNTAIN AND IN THE
 TN0859'NORTH CENTRAL PORTION OF SECTION 31, T 33 N, R 23 W.
 TN0859'
 TN0859'IT IS A WINDOWED, WOOD FRAME CABIN ELEVATED BY A 4-LEGGED
 TN0859'WOOD POLE FRAMEWORK HAVING AN OVERALL HEIGHT OF 45 FEET.  A
 TN0859'TRAVERSE CONNECTION WAS MADE FROM THE DETERMINED CENTER OF
 TN0859'THE LOOKOUT TOWER TO TRIANGULATION STATION DOG, THE DISTANCE
 TN0859'BEING 19.405 METERS OR 63.67 FEET.
 TN0859
 TN0859                          STATION RECOVERY (1966)
 TN0859
 TN0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TN0859'STATION HAS BEEN DESTROYED.
 TN0859
 TN0859                          STATION RECOVERY (1967)
 TN0859
 TN0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TN0859'THE STATION HAS BEEN DESTROYED.  THE TOWER WAS BURNED DOWN
 TN0859'ABOUT 3 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1125 ***********************************************************************
 SR1125  DESIGNATION -  DOGMELLE
 SR1125  PID         -  SR1125
 SR1125  STATE/COUNTY-  MT/FERGUS
 SR1125  USGS QUAD   -  HILGER (1985)
 SR1125
 SR1125                         *CURRENT SURVEY CONTROL
 SR1125  ___________________________________________________________________
 SR1125* NAD 83(1992)-  47 20 43.14662(N)    109 17 55.44313(W)     ADJUSTED  
 SR1125* NAVD 88     -      1220.8    (meters)    4005.     (feet)  VERTCON   
 SR1125  ___________________________________________________________________
 SR1125  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 SR1125  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 SR1125
 SR1125  HORZ ORDER  -  FIRST
 SR1125
 SR1125.The horizontal coordinates were established by classical geodetic methods
 SR1125.and adjusted by the National Geodetic Survey in July 1992..
 SR1125
 SR1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1125
 SR1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1125
 SR1125.The geoid height was determined by GEOID03.
 SR1125
 SR1125;                    North         East     Units Scale Factor Converg.
 SR1125;SPC MT       -   343,964.341   615,199.569   MT  0.99940947   +0 08 50.0
 SR1125;SPC MT       - 1,128,491.93  2,018,371.29   iFT  0.99940947   +0 08 50.0
 SR1125;UTM  12      - 5,244,942.552   628,502.506   MT  0.99980294   +1 15 04.9
 SR1125
 SR1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1125!SPC MT       -   0.99981081  x   0.99940947  =   0.99922039
 SR1125!UTM  12      -   0.99981081  x   0.99980294  =   0.99961379
 SR1125
 SR1125|---------------------------------------------------------------------|
 SR1125| PID    Reference Object                     Distance      Geod. Az  |
 SR1125|                                                           dddmmss.s |
 SR1125| CQ5408 DOGMELLE RM 1                         8.857 METERS 10837     |
 SR1125| CQ5407 DOGMELLE AZ MK                                     3203722.4 |
 SR1125| CQ5409 DOGMELLE RM 2                         6.218 METERS 35911     |
 SR1125|---------------------------------------------------------------------|
 SR1125
 SR1125                          SUPERSEDED SURVEY CONTROL
 SR1125
 SR1125  NAD 83(1986)-  47 20 43.14412(N)    109 17 55.42361(W) AD(       ) 1
 SR1125  NAD 27      -  47 20 43.22000(N)    109 17 52.78900(W) AD(       ) 1
 SR1125  NGVD 29 (07/19/86) 1220.0    (m)         4003.     (f) VERT ANG       
 SR1125
 SR1125.Superseded values are not recommended for survey control.
 SR1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1125.See file dsdata.txt to determine how the superseded data were derived.
 SR1125
 SR1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT2850344943(NAD 83)
 SR1125_MARKER: P = PIPE CAP
 SR1125_SETTING: 0 = UNSPECIFIED SETTING
 SR1125
 SR1125  HISTORY     - Date     Condition        Report By
 SR1125  HISTORY     - 1949     MONUMENTED       USGS
 SR1125
 SR1125                          STATION DESCRIPTION
 SR1125
 SR1125'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MJT)
 SR1125'STATION IS ABOUT 6 MILES NORTH AND 2 MILES EAST OF HILGER,
 SR1125'AND ABOUT 2 MILES EAST OF THE RAILROAD STATION IN MOULTON,
 SR1125'ON A GRASS COVERED HILL WHICH IS THE HIGHEST POINT IN THE
 SR1125'IMMEDIATE VICINITY AND ON LAND OWNED BY ALBERT BENES.
 SR1125'
 SR1125'TO REACH THE STATION FROM THE RAILROAD STATION IN MOULTON,
 SR1125'GO NORTHERLY ON THE MAIN ROAD 1.8 MILES TO A CROSSROADS, TURN
 SR1125'RIGHT, CROSS RAILROAD TRACKS AND GO 0.05 MILE TO THE AZIMUTH
 SR1125'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD, EAST, 0.25 MILE
 SR1125'TO A T-ROAD, CONTINUE EAST 0.2 MILE TO A FORK, BEAR RIGHT,
 SR1125'GO SOUTHERLY FOR 1.1 MILE, TURN RIGHT AND GO 0.2 MILE TO A GATE
 SR1125'ABOUT 50 FEET SOUTHEAST OF A HOUSE, PASS THROUGH THE GATE,
 SR1125'BEAR RIGHT AND GO SOUTH 0.35 MILE TO A FENCE, TURN RIGHT
 SR1125'AND GO WEST ALONG THE NORTH SIDE OF THE FENCE 0.2 MILE, TURN
 SR1125'LEFT AND GO SOUTH ALONG THE WEST SIDE OF A FENCE FOR 0.2
 SR1125'MILE TO A GATE, PASS THROUGH THE GATE AND GO SOUTHWEST
 SR1125'UPHILL FOR 0.2 MILE TO THE STATION.
 SR1125'
 SR1125'STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 SR1125'BENCH MARK BRONZE CAP BOLTED TO THE TOP OF A 4-INCH IRON
 SR1125'PIPE THAT PROJECTS 16 INCHES.  THE CAP IS NOT STAMPED.
 SR1125'
 SR1125'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET
 SR1125'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SR1125'
 SR1125'STATIONS FOX PASS, PYRAMID (USGS) AND KENDALL ARE VISIBLE FROM
 SR1125'THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0571 ***********************************************************************
 SQ0571  DESIGNATION -  DOGTOWN
 SQ0571  PID         -  SQ0571
 SQ0571  STATE/COUNTY-  MT/GARFIELD
 SQ0571  USGS QUAD   -  PINE GROVE SCHOOL (1987)
 SQ0571
 SQ0571                         *CURRENT SURVEY CONTROL
 SQ0571  ___________________________________________________________________
 SQ0571* NAD 83(1992)-  47 36 23.10381(N)    107 32 37.32841(W)     ADJUSTED  
 SQ0571* NAVD 88     -      1007.3    (meters)    3305.     (feet)  VERTCON   
 SQ0571  ___________________________________________________________________
 SQ0571  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 SQ0571  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 SQ0571
 SQ0571  HORZ ORDER  -  SECOND
 SQ0571
 SQ0571.The horizontal coordinates were established by classical geodetic methods
 SQ0571.and adjusted by the National Geodetic Survey in July 1992..
 SQ0571
 SQ0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0571
 SQ0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0571
 SQ0571.The geoid height was determined by GEOID03.
 SQ0571
 SQ0571;                    North         East     Units Scale Factor Converg.
 SQ0571;SPC MT       -   374,793.050   746,999.621   MT  0.99944634   +1 25 51.7
 SQ0571;SPC MT       - 1,229,635.99  2,450,786.16   iFT  0.99944634   +1 25 51.7
 SQ0571;UTM  13      - 5,275,691.901   308,818.142   MT  1.00004918   -1 52 45.0
 SQ0571
 SQ0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0571!SPC MT       -   0.99984457  x   0.99944634  =   0.99929099
 SQ0571!UTM  13      -   0.99984457  x   1.00004918  =   0.99989374
 SQ0571
 SQ0571:                Primary Azimuth Mark                     Grid Az
 SQ0571:SPC MT       -  DOGTOWN AZ MK                            124 42 01.8
 SQ0571:UTM  13      -  DOGTOWN AZ MK                            128 00 38.5
 SQ0571
 SQ0571|---------------------------------------------------------------------|
 SQ0571| PID    Reference Object                     Distance      Geod. Az  |
 SQ0571|                                                           dddmmss.s |
 SQ0571| CQ5410 DOGTOWN AZ MK                                      1260753.5 |
 SQ0571| CQ5411 DOGTOWN RM 1                          6.703 METERS 16543     |
 SQ0571| CQ5412 DOGTOWN RM 2                          6.614 METERS 29425     |
 SQ0571|---------------------------------------------------------------------|
 SQ0571
 SQ0571                          SUPERSEDED SURVEY CONTROL
 SQ0571
 SQ0571  NAD 83(1986)-  47 36 23.09854(N)    107 32 37.31350(W) AD(       ) 2
 SQ0571  NAD 27      -  47 36 23.09100(N)    107 32 34.94300(W) AD(       ) 2
 SQ0571  NGVD 29 (06/01/92) 1006.6    (m)         3302.     (f) VERT ANG       
 SQ0571
 SQ0571.Superseded values are not recommended for survey control.
 SQ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0571.See file dsdata.txt to determine how the superseded data were derived.
 SQ0571
 SQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN0881875692(NAD 83)
 SQ0571_MARKER: DS = TRIANGULATION STATION DISK
 SQ0571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0571_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0571
 SQ0571  HISTORY     - Date     Condition        Report By
 SQ0571  HISTORY     - 1885     MONUMENTED       MORC
 SQ0571  HISTORY     - 1937     GOOD             USE
 SQ0571  HISTORY     - 1948     GOOD             USGS
 SQ0571  HISTORY     - 1948     GOOD             CGS
 SQ0571
 SQ0571                          STATION DESCRIPTION
 SQ0571
 SQ0571'DESCRIBED BY US ENGINEERS 1937
 SQ0571'RECOVERED.
 SQ0571
 SQ0571                          STATION RECOVERY (1948)
 SQ0571
 SQ0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 SQ0571'STATION MARK--STANDARD MORC DISK SET IN THE TOP OF A 5 IN. IRON PIPE.
 SQ0571
 SQ0571                          STATION RECOVERY (1948)
 SQ0571
 SQ0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0571'STATION IS LOCATED ABOUT 38 MILES NORTHWEST OF JORDAN, ABOUT
 SQ0571'2.25 MILES SOUTHWEST OF THE MISSOURI RIVER, ON A HIGH
 SQ0571'DIVIDE BETWEEN DEVIL CREEK AND SEVEN BLACKFEET CREEK.
 SQ0571'
 SQ0571'TO REACH FROM THE GARFIELD HOTEL IN JORDAN, GO WEST ONE
 SQ0571'BLOCK, TURN RIGHT AND GO 0.35 MILE TO A T-ROAD, TURN LEFT AND
 SQ0571'FOLLOW MAIN ROAD FOR 21.1 MILES TO THE EDSALL BRO. STORE
 SQ0571'ON THE LEFT, CONTINUE WEST FOR 2.4 MILES TO A CROSSROAD,
 SQ0571'CONTINUE STRAIGHT AHEAD FOR 6.7 MILES TO A T-ROAD, TURN RIGHT
 SQ0571'AND GO 3.65 MILES TO A FORK, TAKE LEFT FORK AND GO 6.65 MILES
 SQ0571'TO A FORK AND 3 OIL DRUMS USED FOR MAIL BOXES, TAKE RIGHT FORK
 SQ0571'THROUGH WIRE GATE AND GO ON TRACK ROAD FOR 1.35 MILES TO A
 SQ0571'FORK, TAKE LEFT FORK AND GO 0.2 MILE TO A FORK, TAKE LEFT FORK
 SQ0571'AND GO 0.95 MILE TO A TRACK ROAD LEFT, TURN LEFT AND GO
 SQ0571'0.6 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.25 MILE TO
 SQ0571'L.W. STAFFORDS RANCH BUILDINGS ON THE RIGHT, CONTINUE NORTH FOR
 SQ0571'1.65 MILES TO A LOG HOUSE ON LEFT, CONTINUE NORTH FOR 1.2 MILES
 SQ0571'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 SQ0571'0.6 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT UP HILL PASSING
 SQ0571'THROUGH FENCE GAP AND GO 0.1 MILE TO TOP OF HILL AND
 SQ0571'STATION.
 SQ0571'
 SQ0571'STATION IS 150 FEET NORTHWEST OF A FENCE GAP, AND 8 FEET SOUTH OF
 SQ0571'A WITNESS POST.  IT IS A STANDARD MC. R.C. STATION MARK DISK
 SQ0571'SET IN THE TOP OF A 5-INCH IRON PIPE.  THE MARK IS FLUSH WITH
 SQ0571'THE GROUND.
 SQ0571'
 SQ0571'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SQ0571'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 SQ0571'PROJECTS 3 INCHES, AND THE DISK IS STAMPED DOGTOWN MO. R.C.
 SQ0571'NO 1 1948.
 SQ0571'
 SQ0571'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 SQ0571'THE TOP OF A 1-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0571'3 INCHES, AND THE DISK IS STAMPED DOGTOWN MO. R.C. NO 2 1948.
 SQ0571'
 SQ0571'AZIMUTH MARK IS 0.25 MILE FROM STATION, 25 FEET NORTHEAST OF A
 SQ0571'TRACK ROAD, AND 6 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 SQ0571'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SQ0571'POST.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 SQ0571'DOGTOWN MO. R.C. 1948.
 SQ0571'
 SQ0571'LEEDY 1934 AND GRIPP 1934 WILL SEE FROM A 4-FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0939 ***********************************************************************
 TN0939  DESIGNATION -  DOME
 TN0939  PID         -  TN0939
 TN0939  STATE/COUNTY-  MT/LINCOLN
 TN0939  USGS QUAD   -  CROWELL MOUNTAIN (1983)
 TN0939
 TN0939                         *CURRENT SURVEY CONTROL
 TN0939  ___________________________________________________________________
 TN0939* NAD 83(1992)-  48 21 43.83104(N)    115 45 09.61171(W)     ADJUSTED  
 TN0939* NAVD 88     -      2306.5    (meters)    7567.     (feet)  VERTCON   
 TN0939  ___________________________________________________________________
 TN0939  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 TN0939  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TN0939
 TN0939  HORZ ORDER  -  FIRST
 TN0939
 TN0939.The horizontal coordinates were established by classical geodetic methods
 TN0939.and adjusted by the National Geodetic Survey in July 1992..
 TN0939
 TN0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0939
 TN0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0939
 TN0939.The geoid height was determined by GEOID03.
 TN0939
 TN0939;                    North         East     Units Scale Factor Converg.
 TN0939;SPC MT       -   475,429.336   137,311.581   MT  0.99967146   -4 34 25.9
 TN0939;SPC MT       - 1,559,807.53    450,497.31   iFT  0.99967146   -4 34 25.9
 TN0939;UTM  11      - 5,357,307.439   592,391.255   MT  0.99970488   +0 55 56.2
 TN0939
 TN0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0939!SPC MT       -   0.99964116  x   0.99967146  =   0.99931273
 TN0939!UTM  11      -   0.99964116  x   0.99970488  =   0.99934614
 TN0939
 TN0939:                Primary Azimuth Mark                     Grid Az
 TN0939:SPC MT       -  SCENERY MOUNTAIN LOOKOUT HOUSE           028 14 25.4
 TN0939:UTM  11      -  SCENERY MOUNTAIN LOOKOUT HOUSE           022 44 03.3
 TN0939
 TN0939|---------------------------------------------------------------------|
 TN0939| PID    Reference Object                     Distance      Geod. Az  |
 TN0939|                                                           dddmmss.s |
 TN0939| TN0932 SCENERY MOUNTAIN LOOKOUT HOUSE      APPROX. 6.6 KM 0233959.5 |
 TN0939| CH7238 DOME RM CROSS                         9.648 METERS 07704     |
 TN0939| TN0934 BIG LOAF MOUNTAIN                   APPROX.14.3 KM 1634325.7 |
 TN0939| TN0941 KEELER MOUNTAIN LOOKOUT TOWER       APPROX.11.5 KM 2461339.2 |
 TN0939| CH7237 DOME AZ MK                                         3031330.2 |
 TN0939| TN0940 7552 VA                               6.255 METERS 31243     |
 TN0939|---------------------------------------------------------------------|
 TN0939
 TN0939                          SUPERSEDED SURVEY CONTROL
 TN0939
 TN0939  NAD 83(1986)-  48 21 43.84463(N)    115 45 09.61248(W) AD(       ) 1
 TN0939  NAD 27      -  48 21 44.03502(N)    115 45 06.03551(W) AD(       ) 1
 TN0939  NGVD 29 (07/19/86) 2305.1    (m)         7563.     (f) VERT ANG       
 TN0939
 TN0939.Superseded values are not recommended for survey control.
 TN0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0939.See file dsdata.txt to determine how the superseded data were derived.
 TN0939
 TN0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP9239157307(NAD 83)
 TN0939_MARKER: DS = TRIANGULATION STATION DISK
 TN0939_SETTING: 66 = SET IN ROCK OUTCROP
 TN0939_SP_SET: SET IN A ROCK LEDGE
 TN0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0939+STABILITY: POSITION/ELEVATION WELL
 TN0939
 TN0939  HISTORY     - Date     Condition        Report By
 TN0939  HISTORY     - 1921     MONUMENTED       USFS
 TN0939  HISTORY     - 1960     GOOD             CGS
 TN0939  HISTORY     - 1963     GOOD             USGS
 TN0939
 TN0939                          STATION DESCRIPTION
 TN0939
 TN0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0939'STATION IS LOCATED ABOUT 9 MILES WEST AND 1-3/4 MILES SOUTH
 TN0939'OF LIBBY, 7 MILES SOUTH AND 6-3/4 MILES EAST OF TROY, 1-1/2
 TN0939'MILES NORTHWEST OF MINOR LAKE, 1/2 MILE SOUTH OF THE SOUTH END
 TN0939'OF THE LARGEST OF CEDAR LAKES, AT THE EAST SIDE CENTER OF SECTION
 TN0939'13, T 30 N, R 32 W, ON THE HIGHEST POINT OF DOME MTN, WHICH IS
 TN0939'THE HIGHEST POINT IN THE VICINITY, HAVING A GEOLOGICAL SURVEY
 TN0939'ELEVATION OF 7552 FEET ABOVE SEA LEVEL.
 TN0939'
 TN0939'THE STATION WAS REACHED BY HELICOPTER, BUT CAN ALSO BE REACHED
 TN0939'BY ROAD AND TRAIL AS FOLLOWS--TO REACH FROM THE INTERSECTION
 TN0939'OF U.S. HIGHWAY 2 AND MAIN STREET, AT THE WEST EDGE OF LIBBY,
 TN0939'GO NORTHWEST ON U.S. HIGHWAY 2 FOR 4.3 MILES TO A SIDE ROAD LEFT
 TN0939'ABOUT 0.05 MILE BEYOND THE CEDAR CREEK CLUB.  TURN LEFT AND
 TN0939'FOLLOW ROAD SOUTHWESTERLY UP CEDAR CREEK FOR 1.9 MILES TO THE
 TN0939'END OF TRUCK TRAVEL AT OLD LOG CABINS AND OPEN AREA ON THE
 TN0939'LEFT.  CONTINUE SOUTHWESTERLY WITH HORSES UP ROAD AND FOREST
 TN0939'SERVICE TRAIL NO. 140, FOLLOWING ALONG THE NORTH SIDE OF
 TN0939'NORTH FORK PARMENTER CREEK, FOR ABOUT 3 HOURS TO THE END
 TN0939'OF HORSE TRAVEL AT UPPER CEDAR LAKE.  PACK WESTERLY UP LOW
 TN0939'RIDGE AND UP STEEP SIDE SLOPE OF MAIN RIDGE TO POINT ABOVE
 TN0939'FIRST CLIFFS.  THENCE LEFT ALONG STEEP SLOPE TO LOWEST
 TN0939'SADDLE AT TOP OF MAIN DIVIDE.  THENCE LEFT ALONG DIVIDE TO
 TN0939'ROCK CLIFFS ON SOUTHWEST SIDE OF LAKE.  BEAR RIGHT
 TN0939'AROUND CLIFFS AND CONTINUE SOUTHERLY TO HIGHEST POINT AND
 TN0939'STATION FOR A TOTAL PACKING TIME OF ABOUT 3 HOURS.  THE
 TN0939'AZIMUTH MARK IS ON THE ROUTE TO THE STATION.  AS SEEN FROM
 TN0939'THE STATION IT IS AT THE LOWEST POINT OF THE LAST VISIBLE
 TN0939'SADDLE IN THE RIDGE RUNNING DOWN AND NORTHWEST FROM THE
 TN0939'STATION.
 TN0939'
 TN0939'STATION MARK IS A U.S. FOREST SERVICE CAP, STAMPED DOME, BRADED
 TN0939'TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 8 INCHES.
 TN0939'
 TN0939'REFERENCE MARK 1 IS A CHISLED CROSS ON THE TOP OF A 4 X 11 INCH
 TN0939'RECTANGULAR BOULDER PROJECTING 7 INCHES.  THE LETTERS DOME
 TN0939'ARE CHISLED ON THE NORTH SIDE AND R.M. ON THE WEST SIDE OF THE
 TN0939'BOULDER.  IT IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 TN0939'
 TN0939'BM VA 7552 (USGS) (REFERENCE MARK 2) IS A U.S. GEOLOGICAL
 TN0939'SURVEY BENCH MARK DISK, STAMPED VA 7552, CEMENTED IN A DRILL
 TN0939'HOLE IN A 6 X 11 INCH RECTANGULAR BOULDER PROJECTING 1 FOOT.
 TN0939'THE LETTERS DOME ARE CHISLED ON THE EAST SIDE AND R.M. ON THE
 TN0939'SOUTH SIDE OF THE BOULDER.  IT IS 0.141 METERS LOWER THAN THE
 TN0939'STATION MARK.
 TN0939'
 TN0939'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOME (USFS) 1960, CEMENTED
 TN0939'IN A DRILL HOLE IN OUTCROPPING BEDROCK HAVING AN EXPOSED AREA
 TN0939'OF 2 X 3 FEET AND PROJECTING 4 INCHES.  IT IS 15 FEET SOUTH OF
 TN0939'THE NORTH EDGE OF THE RIDGE.
 TN0939
 TN0939                          STATION RECOVERY (1963)
 TN0939
 TN0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (DGS)
 TN0939'IN KOOTENAI NATIONAL FOREST.  ON HIGHEST POINT OF MOST SOUTHERLY AND
 TN0939'HIGHER OF TWO DOME SHAPED ROCKY POINTS ON DOME MOUNTAIN, ON LIBBY
 TN0939'CREEK AND KEELER CREEK DIVIDE.  PEAK IS LOCATED AT HEAD OF
 TN0939'PARMENTER AND CEDAR CREEKS, APPROXIMATELY 12 MI. SW. OF LIBBY,
 TN0939'MONTANA.  BEST REACHED BY TAKING FOREST SERVICE TRAIL UP PARMENTER
 TN0939'CREEK TO FOOT OF PEAK.  WATER AND HORSE FEED ON PARMENTER CREEK
 TN0939'APPROXIMATELY 1 MI.  FROM PEAK.
 TN0939'
 TN0939'STATION MARK- A 36-IN. IRON POST 2 IN. DIAMETER, SET 24 INCHES IN
 TN0939'GROUND WITH A BRASS CAP STAMPED WITH TRIANGLE AND -DOME 1921.-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0705 ***********************************************************************
 QX0705  DESIGNATION -  DOME
 QX0705  PID         -  QX0705
 QX0705  STATE/COUNTY-  MT/PARK
 QX0705  USGS QUAD   -  DOME MOUNTAIN (1986)
 QX0705
 QX0705                         *CURRENT SURVEY CONTROL
 QX0705  ___________________________________________________________________
 QX0705* NAD 83(1992)-  45 11 21.84849(N)    110 51 45.55725(W)     ADJUSTED  
 QX0705* NAVD 88     -      2621.1    (meters)    8599.     (feet)  VERTCON   
 QX0705  ___________________________________________________________________
 QX0705  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 QX0705  GEOID HEIGHT-          -9.01  (meters)                     GEOID03
 QX0705
 QX0705  HORZ ORDER  -  THIRD
 QX0705
 QX0705.The horizontal coordinates were established by classical geodetic methods
 QX0705.and adjusted by the National Geodetic Survey in July 1992..
 QX0705
 QX0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0705
 QX0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0705
 QX0705.The geoid height was determined by GEOID03.
 QX0705
 QX0705;                    North         East     Units Scale Factor Converg.
 QX0705;SPC MT       -   105,343.572   492,930.557   MT  0.99989159   -0 59 48.4
 QX0705;SPC MT       -   345,615.39  1,617,226.24   iFT  0.99989159   -0 59 48.4
 QX0705;UTM  12      - 5,004,000.126   510,789.180   MT  0.99960143   +0 05 50.8
 QX0705
 QX0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0705!SPC MT       -   0.99959063  x   0.99989159  =   0.99948227
 QX0705!UTM  12      -   0.99959063  x   0.99960143  =   0.99919223
 QX0705
 QX0705:                Primary Azimuth Mark                     Grid Az
 QX0705:SPC MT       -  SLIDING                                  087 26 20.2
 QX0705:UTM  12      -  SLIDING                                  086 20 41.0
 QX0705
 QX0705|---------------------------------------------------------------------|
 QX0705| PID    Reference Object                     Distance      Geod. Az  |
 QX0705|                                                           dddmmss.s |
 QX0705| QX0704 SLIDING                             APPROX. 9.5 KM 0862631.8 |
 QX0705|---------------------------------------------------------------------|
 QX0705
 QX0705                          SUPERSEDED SURVEY CONTROL
 QX0705
 QX0705  NAD 83(1986)-  45 11 21.83776(N)    110 51 45.54793(W) AD(       ) 3
 QX0705  NAD 27      -  45 11 22.06612(N)    110 51 42.75476(W) AD(       ) 3
 QX0705  NGVD 29 (07/19/86) 2619.9    (m)         8595.     (f) VERT ANG       
 QX0705
 QX0705.Superseded values are not recommended for survey control.
 QX0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0705.See file dsdata.txt to determine how the superseded data were derived.
 QX0705
 QX0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR1078904000(NAD 83)
 QX0705_MARKER: DD = SURVEY DISK
 QX0705_SETTING: 66 = SET IN ROCK OUTCROP
 QX0705_SP_SET: SET IN BEDROCK
 QX0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0705+STABILITY: POSITION/ELEVATION WELL
 QX0705
 QX0705  HISTORY     - Date     Condition        Report By
 QX0705  HISTORY     - 1951     MONUMENTED       USGS
 QX0705
 QX0705                          STATION DESCRIPTION
 QX0705
 QX0705'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0705'STATION LOCATED ABOUT 11.0 MI. (AIRLINE) N. AND ABOUT 7.0 MI.
 QX0705'(AIRLINE) W. OF GARDINER, MONTANA, IN SEC. 27, T 7 S, R 7 E, ON TOP OF
 QX0705'A PROMINENT TIMBERED MOUNTAIN THAT FORMS THE N-E. WALL OF YANKEE JIM
 QX0705'CANYON.  IT IS ON A BARE PORTION OF THE TOP ABOUT 50 YDS. E. OF THE
 QX0705'W. BREAK.
 QX0705'
 QX0705'TO REACH STATION FROM THE YELLOWSTONE RIVER BRIDGE IN GARDINER,
 QX0705'MONTANA, GO N. ON U.S. HIGHWAY 89 12.6 MI. TO A GATE IN THE FENCE
 QX0705'LINE AT JOE BROWN CREEK AND END OF TRUCK TRAVEL.  WITH HORSES GO N.
 QX0705'UP JOE BROWN CREEK TO A PROMINENT DRAIN RUNNING NW., ABOUT 2.0 MI.,
 QX0705'THENCE W. TO BASE OF STEEP TIMBERED RIDGE, THENCE NW. UP RIDGE TO
 QX0705'THE TOP AND STATION, ABOUT A 2-HOUR HORSE PACK.
 QX0705'
 QX0705'ALTERNATE ROUTE--A FOUR-WHEEL DRIVE VEHICLE COULD PROBABLY BE DRIVEN
 QX0705'FROM THE FARM HOUSE SE. OF DAILEY LAKE UP OLD TRACK RD. TO A PROMINENT
 QX0705'SADDLE NE. OF THE TOP, FROM THIS POINT PACK UP MAIN RIDGE SW. TO THE
 QX0705'TOP AND STATION.
 QX0705'
 QX0705'STATION MARK--STANDARD TABLET, STAMPED ---DOME 1951---, SET IN
 QX0705'BEDROCK.
 QX0705'
 QX0705'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN THE BASE OF A TREE
 QX0705'WITH A TRIANGULAR BLAZE ON THE SE. SIDE, LOCATED 70.00 FT. FROM
 QX0705'STATION, S 45 DEG 22 MIN E.
 QX0705'
 QX0705'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN THE BASE OF A TREE
 QX0705'WITH A TRIANGULAR BLAZE ON THE SW. SIDE, LOCATED 88.00 FT. FROM
 QX0705'STATION, S 46 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1487 ***********************************************************************
 SS1487  DESIGNATION -  DOME
 SS1487  PID         -  SS1487
 SS1487  STATE/COUNTY-  MT/CHOUTEAU
 SS1487  USGS QUAD   -  EAGLE BUTTES (1953)
 SS1487
 SS1487                         *CURRENT SURVEY CONTROL
 SS1487  ___________________________________________________________________
 SS1487* NAD 83(1992)-  47 50 28.82408(N)    110 00 49.12875(W)     ADJUSTED  
 SS1487* NAVD 88     -      1080.2    (meters)    3544.     (feet)  VERT ANG  
 SS1487  ___________________________________________________________________
 SS1487  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 SS1487  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 SS1487
 SS1487  HORZ ORDER  -  FIRST
 SS1487
 SS1487.The horizontal coordinates were established by classical geodetic methods
 SS1487.and adjusted by the National Geodetic Survey in July 1992..
 SS1487
 SS1487.The orthometric height was determined by vertical angle observations.
 SS1487
 SS1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1487
 SS1487.The geoid height was determined by GEOID03.
 SS1487
 SS1487;                    North         East     Units Scale Factor Converg.
 SS1487;SPC MT       -   399,189.194   561,571.138   MT  0.99949740   -0 22 32.6
 SS1487;SPC MT       - 1,309,675.83  1,842,424.99   iFT  0.99949740   -0 22 32.6
 SS1487;UTM  12      - 5,299,137.004   573,802.470   MT  0.99966693   +0 43 52.3
 SS1487
 SS1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1487!SPC MT       -   0.99983305  x   0.99949740  =   0.99933053
 SS1487!UTM  12      -   0.99983305  x   0.99966693  =   0.99950003
 SS1487
 SS1487|---------------------------------------------------------------------|
 SS1487| PID    Reference Object                     Distance      Geod. Az  |
 SS1487|                                                           dddmmss.s |
 SS1487| CQ5414 DOME RM 1                             8.704 METERS 06259     |
 SS1487| CQ5413 DOME AZ MK                                         0640612.7 |
 SS1487| CQ5415 DOME RM 2                            20.161 METERS 17615     |
 SS1487|---------------------------------------------------------------------|
 SS1487
 SS1487                          SUPERSEDED SURVEY CONTROL
 SS1487
 SS1487  NAD 83(1986)-  47 50 28.82133(N)    110 00 49.10930(W) AD(       ) 1
 SS1487  NAD 27      -  47 50 28.90000(N)    110 00 46.39600(W) AD(       ) 1
 SS1487  NGVD 29 (07/19/86) 1079.4    (m)         3541.     (f) VERT ANG       
 SS1487
 SS1487.Superseded values are not recommended for survey control.
 SS1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1487.See file dsdata.txt to determine how the superseded data were derived.
 SS1487
 SS1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT7380299137(NAD 83)
 SS1487_MARKER: DS = TRIANGULATION STATION DISK
 SS1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1487
 SS1487  HISTORY     - Date     Condition        Report By
 SS1487  HISTORY     - 1949     MONUMENTED       CGS
 SS1487  HISTORY     - 1967     GOOD             CGS
 SS1487  HISTORY     - 1968     GOOD             CGS
 SS1487
 SS1487                          STATION DESCRIPTION
 SS1487
 SS1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1487'THE STATION IS LOCATED ABOUT 25 MILES SOUTH-SOUTHEAST OF BIG
 SS1487'SANDY, ABOUT 3 MILES NORTHEAST OF A CURVE IN THE MISSOURI
 SS1487'RIVER WHERE ITS COURSE TURNS FROM SOUTH TO EAST, ON THE HIGHEST
 SS1487'POINT OF A VERY PROMINENT DOME SHAPED HILL, AND 16 FEET NORTHWEST
 SS1487'OF A WITNESS POST.
 SS1487'
 SS1487'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO
 SS1487'EAST ON THE MAIN STREET FOR 0.2 MILE.  THEN RIGHT, SOUTHERLY,
 SS1487'FOR 1.9 MILES TO A FORK.  THEN RIGHT ROAD FOR 4.95 MILES TO A
 SS1487'FORK.  THEN LEFT ROAD FOR 2.7 MILES TO A FORK.  THEN RIGHT ROAD
 SS1487'FOR 3.3 MILES TO A T INTERSECTION.  THEN LEFT FOR 5.6 MILES TO
 SS1487'A FORK.  THEN LEFT ROAD FOR 8.9 MILES TO AN INTERSECTION OF 5
 SS1487'ROADS.  TURN RIGHT, WEST, ON A MAIN TRAVELED GRADED DIRT ROAD
 SS1487'FOR 2.0 MILES TO A T INTERSECTION.  THEN LEFT, SOUTH, FOR 1.0
 SS1487'MILE TO A SIDE ROAD ON THE RIGHT.  THEN RIGHT, WEST, FOR 1.0
 SS1487'MILE.  THEN RIGHT, NORTHERLY, FOR 0.7 MILE TO A SIDE ROAD ON
 SS1487'THE LEFT.  THEN LEFT, (WEST, SOUTH THEN WEST) FOR 2.8 MILES
 SS1487'TO A SCHOOL HOUSE ON THE RIGHT.  CONTINUE WEST FOR 1.7
 SS1487'MILES TO A SIDE ROAD ON THE LEFT (ABOUT 100 YARDS EAST OF A
 SS1487'WIRE GATE).  THEN LEFT, SOUTHERLY, FOR 1.6 MILES TO A
 SS1487'WIRE GATE.  THEN THROUGH GATE, CONTINUE ON A TRACK ROAD FOR
 SS1487'0.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 SS1487'CONTINUE FOR 0.05 MILE TO A FORK AND A WIRE GATE ON THE
 SS1487'RIGHT.  THEN LEFT ROAD FOR 0.4 MILE.  AT THIS POINT LEAVE
 SS1487'THE TRACK ROAD, BEAR TO ON A CATTLE TRAIL FOR 0.3 MILE.  THEN
 SS1487'RIGHT, UP THE SOUTHEAST SLOPE OF THE HILL, FOR 0.45 MILES TO
 SS1487'THE HIGHEST POINT AND THE STATION AS DESCRIBED.  (A TRUCK
 SS1487'WITH 4-SPEED TRANSMISSION IS NECESSARY TO DRIVE THE LAST
 SS1487'0.45 MILE TO REACH THE STATION.)
 SS1487'
 SS1487'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED DOME
 SS1487'1949.
 SS1487'
 SS1487'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE WITNESS POST.  IT
 SS1487'PROJECTS 6 INCHES, AND THE DISK IS STAMPED DOME NO 1 1949.
 SS1487'
 SS1487'REFERENCE MARK NO. 2 IS 51 FEET SOUTH OF THE WITNESS POST.  IT
 SS1487'PROJECTS 6 INCHES, AND THE DISK IS STAMPED DOME NO 2 1949.
 SS1487'
 SS1487'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE FROM THE STATION,
 SS1487'0.05 MILE EAST OF A FORK OF TRACK ROADS, 19 FEET NORTH OF THE
 SS1487'APPROXIMATE CENTERLINE OF A TRACK ROAD, 1-1/2 FEET SOUTH OF
 SS1487'A WIRE FENCE, AND 3.6 FEET NORTHWEST OF A WITNESS POST.  IT
 SS1487'PROJECTS 8 INCHES, AND THE DISK IS STAMPED DOME 1949.
 SS1487'
 SS1487'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SS1487'SQUARE CONCRETE POSTS.
 SS1487'
 SS1487'A FOUR FOOT WOODEN STAND AT DOME WILL SEE FOUR FOOT WOODEN
 SS1487'STANDS AT BENCH MARK X 94, SAGE, LA BARGE (MO.RC), ESS, WHITE, AND
 SS1487'BURNED (MO.RC).  10 FOOT WOODEN STANDS AT HOPP, CUT BANK, AND
 SS1487'SHEEP.  A 15 FOOT WOODEN STAND AT CROW COULEE.  A 20 FOOT
 SS1487'WOODEN STAND AT OIL.
 SS1487
 SS1487                          STATION RECOVERY (1967)
 SS1487
 SS1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SS1487'*THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SS1487'CONDITION.  DISTANCES AND DIRECTIONS TO THE MARKS COMPARED
 SS1487'FAVORABLE WITH THE 1949 OBSERVATIONS.  DUE TO CHANGES IN THE
 SS1487'ROADS A NEW DESCRIPTION FOLLOWS.
 SS1487'
 SS1487'THE STATION IS LOCATED ABOUT 25 MILES SOUTH-SOUTHEAST OF BIG
 SS1487'SANDY, ABOUT 3 MILES NORTHEAST OF THE MISSOURI RIVER, ON HIGHEST
 SS1487'POINT OF A VERY PROMINENT DOME SHAPED HILL AND ON THE PROPERTY
 SS1487'OWNED BY THE U.S. GOVERNMENT.
 SS1487'
 SS1487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 SS1487'STATE HIGHWAY 236, IN SOUTH EDGE OF BIG SANDY, GO SOUTHEASTERLY
 SS1487'ON STATE HIGHWAY 236 FOR 16.15 MILES TO A FORK.  BEAR RIGHT AND
 SS1487'GO SOUTHERLY ON GRAVELED ROAD FOR 4.85 MILES TO A SIDEROAD
 SS1487'RIGHT.  KEEP LEFT, STRAIGHT AHEAD FOR 2.45 MILES TO A SIDEROAD
 SS1487'LEFT AND THE HOPP SCHOOL ON THE LEFT.  CONTINUE SOUTH ON THE
 SS1487'MAIN ROAD FOR 1.0 MILE TO A SIDEROAD RIGHT AND A SIGN, EAGLE
 SS1487'BUTTE.  TURN RIGHT, GO WEST AND SOUTH ON GRAVELED ROAD FOR
 SS1487'4.5 MILES TO A SIDEROAD LEFT.  TURN LEFT AND GO SOUTH ON
 SS1487'GRADED ROAD FOR 0.9 MILE TO A CROSSROAD.  CONTINUE SOUTH FOR
 SS1487'0.55 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT PASS
 SS1487'THROUGH GATE AND GO WEST AND SOUTHWEST ON TRACK ROAD FOR 0.5
 SS1487'MILE TO A DIM FORK IN A COULEE.  TAKE LEFT FORK GO SOUTH FOR
 SS1487'0.25 MILE TO A GATE.  PASS THROUGH GATE, (TURN LEFT AND GO EAST
 SS1487'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN SHARP RIGHT
 SS1487'AND GO WEST AND SOUTH ON THE TRACK ROAD FOR 0.5 MILE.  TURN
 SS1487'RIGHT AND GO WEST ACROSS PASTURE FOR 0.25 MILE TO THE
 SS1487'SOUTHEAST END OF THE BUTTE.  TURN RIGHT AND GO NORTH UP STEEP
 SS1487'HILL FOR APPROXIMATELY 0.2 MILE TO THE HIGHEST POINT OF THE
 SS1487'HILL AND THE STATION.
 SS1487'
 SS1487'THE STATION MARK IS A STANDARD DISK, STAMPED DOME 1949, SET IN
 SS1487'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SS1487'6 INCHES.  IT IS 3.6 FEET NORTHWEST OF A METAL WITNESS POST
 SS1487'WITH SIGN ATTACHED.
 SS1487'
 SS1487'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOME NO 1 1949, SET IN
 SS1487'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 SS1487'INCHES.  IT IS 28.4 FEET EAST-NORTHEAST OF THE METAL WITNESS POST
 SS1487'AND A SIGN.
 SS1487'
 SS1487'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOME NO 2 1949, SET
 SS1487'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SS1487'10 INCHES.  IT IS 63.0 FEET SOUTH OF THE METAL WITNESS POST AND
 SS1487'SIGN.
 SS1487'
 SS1487'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOME 1949, SET IN
 SS1487'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 SS1487'INCHES.  IT IS 24 FEET NORTH OF THE CENTER OF A FIELD ROAD AND
 SS1487'1.2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SS1487'
 SS1487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SS1487'25 MILES SOUTH-SOUTHEAST OF BIG SANDY.
 SS1487
 SS1487                          STATION RECOVERY (1968)
 SS1487
 SS1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1487'STATION RECOVERED AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION OF THE
 SS1487'LAND OWNER, WHICH IS A MR. EDD BLAZEK, NOT U.S. GOVERNMENT.
 SS1487'
 SS1487'A VISUAL INSPECTION OF THE MARKS WAS MADE AT THIS TIME ONLY, DUE TO
 SS1487'THE STATION HAVING BEEN RECOVERED ABOUT 8 MONTHS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1592 ***********************************************************************
 SS1592  DESIGNATION -  DOME
 SS1592  PID         -  SS1592
 SS1592  STATE/COUNTY-  MT/CASCADE
 SS1592  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS1592
 SS1592                         *CURRENT SURVEY CONTROL
 SS1592  ___________________________________________________________________
 SS1592* NAD 83(1992)-  47 29 46.25600(N)    111 14 54.67356(W)     ADJUSTED  
 SS1592* NAVD 88     -      1071.9    (meters)    3517.     (feet)  VERTCON   
 SS1592  ___________________________________________________________________
 SS1592  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 SS1592  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS1592
 SS1592  HORZ ORDER  -  THIRD
 SS1592
 SS1592.The horizontal coordinates were established by classical geodetic methods
 SS1592.and adjusted by the National Geodetic Survey in July 1992..
 SS1592
 SS1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1592
 SS1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1592
 SS1592.The geoid height was determined by GEOID03.
 SS1592
 SS1592;                    North         East     Units Scale Factor Converg.
 SS1592;SPC MT       -   362,177.599   468,336.950   MT  0.99942822   -1 16 44.6
 SS1592;SPC MT       - 1,188,246.72  1,536,538.55   iFT  0.99942822   -1 16 44.6
 SS1592;UTM  12      - 5,260,335.368   481,281.722   MT  0.99960431   -0 10 59.6
 SS1592
 SS1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1592!SPC MT       -   0.99983422  x   0.99942822  =   0.99926254
 SS1592!UTM  12      -   0.99983422  x   0.99960431  =   0.99943860
 SS1592
 SS1592                          SUPERSEDED SURVEY CONTROL
 SS1592
 SS1592  NAD 83(1986)-  47 29 46.25216(N)    111 14 54.69277(W) AD(       ) 3
 SS1592  NGVD 29 (05/18/92) 1071.0    (m)         3514.     (f) VERT ANG       
 SS1592
 SS1592.Superseded values are not recommended for survey control.
 SS1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1592.See file dsdata.txt to determine how the superseded data were derived.
 SS1592
 SS1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8128260335(NAD 83)
 SS1592_MARKER: 51 = TANK
 SS1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SS1592+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 SS1592
 SS1592  HISTORY     - Date     Condition        Report By
 SS1592  HISTORY     - 1947     FIRST OBSERVED   USGS
 SS1592  HISTORY     - 20050716 GOOD             GEOCAC
 SS1592
 SS1592                          STATION DESCRIPTION
 SS1592
 SS1592'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1592'STATION IS GREAT FALLS CITY WATER TANK, LARGE CONCRETE STRUCTURE IN
 SS1592'SEC. 8, T 20 N, R 4 E.
 SS1592'
 SS1592'RECOVERED IN 1965.
 SS1592'
 SS1592'STATION MARK--CENTER OF TANK WAS INTERSECTED.
 SS1592
 SS1592                          STATION RECOVERY (2005)
 SS1592
 SS1592'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 SS1592'THE TANK IS IN DUDLEY-ANDERSON PARK, ABOUT 450 FEET NORTHWEST OF THE
 SS1592'INTERSECTION OF 9TH AVENUE SOUTH AND 35TH STREET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0538 ***********************************************************************
 RW0538  DESIGNATION -  DON
 RW0538  PID         -  RW0538
 RW0538  STATE/COUNTY-  MT/BROADWATER
 RW0538  USGS QUAD   -  CANYON FERRY SE (1972)
 RW0538
 RW0538                         *CURRENT SURVEY CONTROL
 RW0538  ___________________________________________________________________
 RW0538* NAD 83(1992)-  46 30 16.50712(N)    111 31 18.33380(W)     ADJUSTED  
 RW0538* NAVD 88     -      1245.8    (meters)    4087.     (feet)  VERTCON   
 RW0538  ___________________________________________________________________
 RW0538  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 RW0538  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 RW0538
 RW0538  HORZ ORDER  -  THIRD
 RW0538
 RW0538.The horizontal coordinates were established by classical geodetic methods
 RW0538.and adjusted by the National Geodetic Survey in July 1992..
 RW0538
 RW0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0538
 RW0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0538
 RW0538.The geoid height was determined by GEOID03.
 RW0538
 RW0538;                    North         East     Units Scale Factor Converg.
 RW0538;SPC MT       -   252,538.396   444,922.968   MT  0.99943168   -1 28 44.1
 RW0538;SPC MT       -   828,538.04  1,459,721.02   iFT  0.99943168   -1 28 44.1
 RW0538;UTM  12      - 5,150,245.095   459,967.811   MT  0.99961970   -0 22 42.6
 RW0538
 RW0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0538!SPC MT       -   0.99980674  x   0.99943168  =   0.99923853
 RW0538!UTM  12      -   0.99980674  x   0.99961970  =   0.99942651
 RW0538
 RW0538                          SUPERSEDED SURVEY CONTROL
 RW0538
 RW0538  NAD 83(1986)-  46 30 16.49763(N)    111 31 18.30542(W) AD(       ) 3
 RW0538  NAD 83(1986)-  46 30 16.47809(N)    111 31 18.37266(W) AD(       ) 3
 RW0538  NGVD 29 (06/04/92) 1244.8    (m)         4084.     (f) VERT ANG       
 RW0538
 RW0538.Superseded values are not recommended for survey control.
 RW0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0538.See file dsdata.txt to determine how the superseded data were derived.
 RW0538
 RW0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS5996850245(NAD 83)
 RW0538_MARKER: DS = TRIANGULATION STATION DISK
 RW0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RW0538_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RW0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0538
 RW0538  HISTORY     - Date     Condition        Report By
 RW0538  HISTORY     - 1949     MONUMENTED       USDOT
 RW0538  HISTORY     - 1972     GOOD             USGS
 RW0538
 RW0538                          STATION DESCRIPTION
 RW0538
 RW0538'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0538'RECOVERED AND DESCRIBED AS FOLLOWS
 RW0538'
 RW0538'STATION IS LOCATED ON THE HIGHEST PART OF A N-S. GRASSY RIDGE, 13 MI.
 RW0538'(AIRLINE) N. OF TOWNSEND, MT., 14 MI. (AIRLINE) SE. OF CANYON FERRY,
 RW0538'MT., IN SEC. 30, T 9 N, R 2 E, 6.5 FT. NE. OF MO.R.C. STATION
 RW0538'--CONFEDERATE--.
 RW0538'
 RW0538'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 284 AND USFS
 RW0538'HIGHWAY 8 IN CANYON FERRY, MT., GO SE. ON STATE HIGHWAY 284 14.7 MI.
 RW0538'TURN RIGHT (S.) OFF HIGHWAY AND FOLLOW GRADED RD. S. 2.2 MI.  THEN
 RW0538'RIGHT (SW.) ON TRACK RD. 0.8 MI. TO SADDLE.  LEAVE RD. AND DRIVE S.
 RW0538'ALONG RIDGE 0.2 MI. TO HIGHEST POINT AND STATION SITE.
 RW0538'
 RW0538'STATION MARK--USBR BENCH MARK TABLET STAMPED---DON--- (NO DATE),
 RW0538'RIVETED TO A 2 IN. PIPE THAT PROJECTS 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0583 ***********************************************************************
 TH0583  DESIGNATION -  DOOLEY
 TH0583  PID         -  TH0583
 TH0583  STATE/COUNTY-  MT/SHERIDAN
 TH0583  USGS QUAD   -  DOOLEY SW (1983)
 TH0583
 TH0583                         *CURRENT SURVEY CONTROL
 TH0583  ___________________________________________________________________
 TH0583* NAD 83(1992)-  48 51 42.21174(N)    104 23 03.14623(W)     ADJUSTED  
 TH0583* NAVD 88     -       809.     (meters)    2654.     (feet)  SCALED    
 TH0583  ___________________________________________________________________
 TH0583  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 TH0583  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 TH0583
 TH0583  HORZ ORDER  -  FIRST
 TH0583
 TH0583.The horizontal coordinates were established by classical geodetic methods
 TH0583.and adjusted by the National Geodetic Survey in July 1992..
 TH0583
 TH0583.The orthometric height was scaled from a topographic map.
 TH0583
 TH0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0583
 TH0583.The geoid height was determined by GEOID03.
 TH0583
 TH0583;                    North         East     Units Scale Factor Converg.
 TH0583;SPC MT       -   524,743.923   975,069.237   MT  0.99991791   +3 44 32.0
 TH0583;SPC MT       - 1,721,600.80  3,199,046.05   iFT  0.99991791   +3 44 32.0
 TH0583;UTM  13      - 5,412,267.437   545,165.067   MT  0.99962506   +0 27 49.6
 TH0583
 TH0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0583!SPC MT       -   0.99987619  x   0.99991791  =   0.99979411
 TH0583!UTM  13      -   0.99987619  x   0.99962506  =   0.99950130
 TH0583
 TH0583:                Primary Azimuth Mark                     Grid Az
 TH0583:SPC MT       -  BRUCE                                    304 04 47.9
 TH0583:UTM  13      -  BRUCE                                    307 21 30.3
 TH0583
 TH0583|---------------------------------------------------------------------|
 TH0583| PID    Reference Object                     Distance      Geod. Az  |
 TH0583|                                                           dddmmss.s |
 TH0583| TH0651 BRUCE                               APPROX.15.1 KM 3074919.9 |
 TH0583|---------------------------------------------------------------------|
 TH0583
 TH0583                          SUPERSEDED SURVEY CONTROL
 TH0583
 TH0583  NAD 83(1986)-  48 51 42.21290(N)    104 23 03.14821(W) AD(       ) 1
 TH0583  NAD 27      -  48 51 42.10700(N)    104 23 01.32600(W) AD(       ) 1
 TH0583
 TH0583.Superseded values are not recommended for survey control.
 TH0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0583.See file dsdata.txt to determine how the superseded data were derived.
 TH0583
 TH0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ4516512267(NAD 83)
 TH0583_MARKER: DS = TRIANGULATION STATION DISK
 TH0583_SETTING: 0 = UNSPECIFIED SETTING
 TH0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0583
 TH0583  HISTORY     - Date     Condition        Report By
 TH0583  HISTORY     - 1923     MONUMENTED       GSC
 TH0583  HISTORY     - 1978     GOOD             USAF
 TH0583
 TH0583                          STATION DESCRIPTION
 TH0583
 TH0583'DESCRIBED BY GEODETIC SURVEY OF CANADA 1923
 TH0583'ONE MILE S AND 1/4 MILE E OF THE TOWN OF DOOLEY.  THE STATION
 TH0583'IS IN NW 1/4 SEC. 22, T. 36 N., R. 56 E., PRINCIPAL MERIDIAN,
 TH0583'AT THE CENTER OF THE W SIDE OF THIS QUARTER SECTION, ON TOP
 TH0583'OF A HILL 50 YARDS E OF A GRADE ROAD.
 TH0583'
 TH0583'STATION MARK.  A STANDARD U.S. COAST AND GEODETIC SURVEY
 TH0583'STATION MARK.
 TH0583
 TH0583                          STATION RECOVERY (1978)
 TH0583
 TH0583'RECOVERY NOTE BY US AIR FORCE 1978 (AS)
 TH0583'DOOLEY RECOVERED GOOD.
 TH0583'
 TH0583'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH AND 1/4
 TH0583'MILE EAST OF THE TOWN DOOLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0802 ***********************************************************************
 TN0802  DESIGNATION -  DORIS
 TN0802  PID         -  TN0802
 TN0802  STATE/COUNTY-  MT/FLATHEAD
 TN0802  USGS QUAD   -  DORIS MOUNTAIN (1994)
 TN0802
 TN0802                         *CURRENT SURVEY CONTROL
 TN0802  ___________________________________________________________________
 TN0802* NAD 83(1992)-  48 18 13.41174(N)    114 04 38.49310(W)     ADJUSTED  
 TN0802* NAVD 88     -      2268.0    (meters)    7441.     (feet)  VERT ANG  
 TN0802  ___________________________________________________________________
 TN0802  LAPLACE CORR-          13.56  (seconds)                    DEFLEC99
 TN0802  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TN0802
 TN0802  HORZ ORDER  -  FIRST
 TN0802
 TN0802.The horizontal coordinates were established by classical geodetic methods
 TN0802.and adjusted by the National Geodetic Survey in July 1992..
 TN0802
 TN0802.The orthometric height was determined by vertical angle observations.
 TN0802
 TN0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0802
 TN0802.The geoid height was determined by GEOID03.
 TN0802
 TN0802;                    North         East     Units Scale Factor Converg.
 TN0802;SPC MT       -   460,370.475   260,735.590   MT  0.99964773   -3 20 54.1
 TN0802;SPC MT       - 1,510,401.82    855,431.73   iFT  0.99964773   -3 20 54.1
 TN0802;UTM  11      - 5,354,187.903   716,722.372   MT  1.00017713   +2 10 59.3
 TN0802;UTM  12      - 5,354,636.811   271,806.039   MT  1.00023985   -2 17 55.7
 TN0802
 TN0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0802!SPC MT       -   0.99964712  x   0.99964773  =   0.99929497
 TN0802!UTM  11      -   0.99964712  x   1.00017713  =   0.99982419
 TN0802!UTM  12      -   0.99964712  x   1.00023985  =   0.99988689
 TN0802
 TN0802|---------------------------------------------------------------------|
 TN0802| PID    Reference Object                     Distance      Geod. Az  |
 TN0802|                                                           dddmmss.s |
 TN0802| TN0803 FM L 22                               4.174 METERS 02705     |
 TN0802| CH7356 FIREFIGHTER LOOKOUT                                0772926.5 |
 TN0802| CH8155 PIONEER LOOKOUT                                    1301300.8 |
 TN0802| CH7241 DORIS RM 1                           12.223 METERS 25646     |
 TN0802| CH7240 DORIS AZ MK                                        3282905.6 |
 TN0802|---------------------------------------------------------------------|
 TN0802
 TN0802                          SUPERSEDED SURVEY CONTROL
 TN0802
 TN0802  NAD 83(1986)-  48 18 13.42137(N)    114 04 38.48088(W) AD(       ) 1
 TN0802  NAD 27      -  48 18 13.54700(N)    114 04 35.05368(W) AD(       ) 1
 TN0802  NGVD 29 (07/19/86) 2266.7    (m)         7437.     (f) VERT ANG       
 TN0802
 TN0802.Superseded values are not recommended for survey control.
 TN0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0802.See file dsdata.txt to determine how the superseded data were derived.
 TN0802
 TN0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP1672254188(NAD 83)
 TN0802_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0802_SETTING: 80 = SET IN A BOULDER
 TN0802_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TN0802
 TN0802  HISTORY     - Date     Condition        Report By
 TN0802  HISTORY     - 1939     MONUMENTED       CGS
 TN0802  HISTORY     - 1959     SEE DESCRIPTION  CGS
 TN0802  HISTORY     - 1960     GOOD             USGS
 TN0802  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TN0802  HISTORY     - 1983     GOOD             BPA
 TN0802
 TN0802                          STATION DESCRIPTION
 TN0802
 TN0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TN0802'ABOUT 7 MILES SOUTHEAST OF COLUMBIA FALLS, 6-1/2 MILES DUE SOUTH
 TN0802'OF WHERE THE NORTH AND SOUTH FORKS OF THE FLATHEAD RIVER JOIN,
 TN0802'ON A HIGH PEAK LOCALLY KNOWN AND SHOWN ON THE FLATHEAD NATIONAL
 TN0802'FOREST MAP AS DORIS MOUNTAIN.  THE MARK IS SET IN THE TOP OF A
 TN0802'BURIED BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 TN0802'ABOUT 10 FEET SOUTHWEST OF THE HIGHEST POINT OF THE
 TN0802'MOUNTAIN, AND IS 32 FEET SOUTHEAST OF THE CENTER OF DORIS
 TN0802'MOUNTAIN LOOKOUT HOUSE, AND IS STAMPED DORIS 1939.  THE
 TN0802'BAROMETRIC ELEVATION IS 7500 FEET.
 TN0802'
 TN0802'TO REACH THE STATION FROM KALISPELL, GO NORTH ON U.S. HIGHWAY
 TN0802'2 (GLACIER PARK HIGHWAY) FOR 22.0 MILES TO A CONCRETE BRIDGE
 TN0802'CROSSING THE SOUTH FORK OF THE FLATHEAD RIVER.  THE MAIN TRAIL
 TN0802'WHICH LEADS TO FAWN CREEK TRAIL (FAWN CREEK TRAIL LEADS TO
 TN0802'DORIS MOUNTAIN AND THE STATION), BEGINS 0.1 MILE WEST OF THE
 TN0802'CONCRETE BRIDGE ON THE SOUTH SIDE OF U.S. HIGHWAY 2.  FOLLOW
 TN0802'THE MAIN TRAIL ALONG THE WEST SIDE OF THE SOUTH FORK OF THE
 TN0802'FLATHEAD RIVER TO FAWN CREEK TRAIL.  THERE ARE SIGNS POSTED
 TN0802'WHERE THE FAWN CREEK BEGINS.  FOLLOW FAWN CREEK TRAIL TO THE
 TN0802'SUMMIT OF DORIS MOUNTAIN AND STATION, A 5-HOUR HORSE PACK.
 TN0802'
 TN0802'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BOULDER AS
 TN0802'DESCRIBED IN NOTE 4.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TN0802'BRONZE DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES
 TN0802'12A AND 12A RESPECTIVELY.
 TN0802'
 TN0802'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND,
 TN0802'ABOUT 20 FEET SOUTH-SOUTHWEST FROM THE LOOKOUT HOUSE AND
 TN0802'ABOUT 2-1/2 FEET LOWER THAN STATION, AND IS STAMPED DORIS
 TN0802'NO. 1 1939.
 TN0802'
 TN0802'REFERENCE MARK NO. 2 IS A STANDARD U.S. FOREST SERVICE MARK
 TN0802'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, ON THE HIGHEST POINT
 TN0802'OF THE PEAK ABOUT 40 FEET EAST OF THE LOOKOUT HOUSE AND ABOUT
 TN0802'1-1/2 FEET HIGHER THAN STATION, AND IS STAMPED FM L-22 1929.
 TN0802'
 TN0802'AZIMUTH MARK IS ON THE CREST OF THE RIDGE, 20 FEET WEST OF
 TN0802'FAWN CREEK TRAIL AND 10 FEET SOUTHEAST FROM A TRIANGLE BLAZE ON
 TN0802'A PINE TREE.  THE MARK IS APPROXIMATELY 2/3 MILE NORTHWEST FROM
 TN0802'THE STATION AND ABOUT 600 FEET LOWER THAN THE STATION, SET AT
 TN0802'A POINT WHERE THE FAWN CREEK TRAIL TOPS THE RIDGE AFTER LEAVING
 TN0802'A SMALL LAKE AT THE BASE OF THE PEAK, AND IS STAMPED DORIS 1939.
 TN0802
 TN0802                          STATION RECOVERY (1959)
 TN0802
 TN0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0802'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AS PREVIOUSLY
 TN0802'DESCRIBED.
 TN0802'
 TN0802'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--THE STATION IS
 TN0802'ABOUT 11 MILES EAST AND 7 MILES NORTH OF KALISPELL, 5 MILES SOUTH
 TN0802'AND 5 MILES EAST OF COLUMBIA FALLS AND 4 MILES SOUTHWEST OF
 TN0802'HUNGRY HORSE DAM.  IT IS ON THE HIGHEST POINT OF DORIS MOUNTAIN,
 TN0802'NEAR THE CENTER OF SECTION 6, T 29 N, R 20 W.  IT IS NEAR THE
 TN0802'REMAINS OF DORIS LOOKOUT HOUSE.
 TN0802'
 TN0802'TO REACH FROM THE SOUTH END OF HUNGRY HORSE DAM, FOLLOW GRAVEL
 TN0802'ROAD SOUTHEASTERLY FOR 3.8 MILES TO A FORK AND SIGN DORIS CREEK,
 TN0802'ROAD NO. 895A, TAKE THE RIGHT FORK, SOUTHERLY ON GRAVEL ROAD
 TN0802'FOR 3.9 MILES TO A REVERSE FORK (THE ROAD LEADING STRAIGHT
 TN0802'AHEAD CROSSES DORIS CREEK), TURN SHARP RIGHT, ON GRADED ROAD
 TN0802'FOR 1.6 MILES TO THE END OF TRUCK TRAVEL AT SIGN ON THE LEFT
 TN0802'ALPINE TRAIL NO. 7, DORIS MTN, FOLLOW THE ALPINE TRAIL NO 7
 TN0802'FOR ABOUT 5 MILES TO THE TOP OF DORIS MOUNTAIN AND STATION.
 TN0802'ABOUT 2 HOUR HORSE PACK.
 TN0802'
 TN0802'STATION MARK IS A STANDARD DISK, STAMPED DORIS 1939, CEMENTED
 TN0802'IN A DRILL HOLE IN A 4 X 3 FOOT BOULDER PROJECTING 6 INCHES.
 TN0802'IT IS ON THE HIGHEST POINT.  (NOTE 4)
 TN0802'
 TN0802'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DORIS NO 1 1939,
 TN0802'CEMENTED IN A DRILL HOLE IN A 5 X 3 FOOT BOULDER PROJECTING
 TN0802'6 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.  (NOTE 12C)
 TN0802'
 TN0802'REFERENCE MARK 2 IS A U.S. FOREST SERVICE DISK, STAMPED FM
 TN0802'L 22 1929, CEMENTED IN A DRILL HOLE IN A 7 X 6 FOOT BOULDER
 TN0802'PROJECTING 1 FOOT.
 TN0802'
 TN0802'AZIMUTH MARK IS A STANDARD DISK, STAMPED DORIS 1939, CEMENTED
 TN0802'IN A DRILL HOLE IN A 6 X 5 FOOT BOULDER PROJECTING 6 INCHES.
 TN0802'IT IS 20 FEET WEST OF FAWN CREEK TRAIL AND 10 FEET SOUTHEAST
 TN0802'OF A 15 INCH PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTH
 TN0802'SIDE.  IT IS ABOUT 600 FEET LOWER THAN THE STATION.  (NOTE 17C)
 TN0802'
 TN0802'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTHWESTERLY
 TN0802'DOWN THE RIDGE TO FAWN CREEK TRAIL THEN FOLLOW THE FAWN CREEK
 TN0802'TRAIL NORTHERLY ALONG TOP OF RIDGE TO THE TRIANGLE BLAZED
 TN0802'TREE AND AZIMUTH MARK.  ABOUT 15 MINUTES PACK.
 TN0802
 TN0802                          STATION RECOVERY (1960)
 TN0802
 TN0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (JFB)
 TN0802'STATION MARK--STANDARD USC AND GS DISK SET IN ROCK 6 IN. ABOVE GROUND
 TN0802'AND STAMPED ---DORIS 1939---.
 TN0802
 TN0802                          STATION RECOVERY (1963)
 TN0802
 TN0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TN0802'THE STATION MARK, REFERENCE MARK 1 AND L 22 (USFS) WERE
 TN0802'RECOVERED AS DESCRIBED IN 1959.  THE AZIMUTH MARK WAS SEARCHED
 TN0802'FOR AND NOT FOUND.  IT IS BELIEVED TO HAVE BEEN DESTROYED.
 TN0802'
 TN0802'THE STATION WAS REACHED BY HELICOPTER.
 TN0802
 TN0802                          STATION RECOVERY (1983)
 TN0802
 TN0802'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1983 (SS)
 TN0802'U.S.C. AND G.S. DORIS-1939 STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0800 ***********************************************************************
 TN0800  DESIGNATION -  DORIS MOUNTAIN LOOKOUT
 TN0800  PID         -  TN0800
 TN0800  STATE/COUNTY-  MT/FLATHEAD
 TN0800  USGS QUAD   -  DORIS MOUNTAIN (1994)
 TN0800
 TN0800                         *CURRENT SURVEY CONTROL
 TN0800  ___________________________________________________________________
 TN0800* NAD 83(1992)-  48 18 13.54558(N)    114 04 38.92880(W)     ADJUSTED  
 TN0800* NAVD 88     -                                                        
 TN0800  ___________________________________________________________________
 TN0800  LAPLACE CORR-          13.61  (seconds)                    DEFLEC99
 TN0800  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TN0800
 TN0800  HORZ ORDER  -  THIRD
 TN0800
 TN0800.The horizontal coordinates were established by classical geodetic methods
 TN0800.and adjusted by the National Geodetic Survey in July 1992..
 TN0800
 TN0800
 TN0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0800
 TN0800.The geoid height was determined by GEOID03.
 TN0800
 TN0800;                    North         East     Units Scale Factor Converg.
 TN0800;SPC MT       -   460,375.124   260,726.872   MT  0.99964774   -3 20 54.4
 TN0800;SPC MT       - 1,510,417.07    855,403.12   iFT  0.99964774   -3 20 54.4
 TN0800;UTM  11      - 5,354,191.693   716,713.241   MT  1.00017708   +2 10 58.9
 TN0800;UTM  12      - 5,354,641.302   271,797.232   MT  1.00023990   -2 17 56.0
 TN0800
 TN0800                          SUPERSEDED SURVEY CONTROL
 TN0800
 TN0800  NAD 83(1986)-  48 18 13.55439(N)    114 04 38.91634(W) AD(       ) 4
 TN0800  NAD 27      -  48 18 13.67907(N)    114 04 35.48360(W) AD(       ) 3
 TN0800
 TN0800.Superseded values are not recommended for survey control.
 TN0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0800.See file dsdata.txt to determine how the superseded data were derived.
 TN0800
 TN0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP1671354192(NAD 83)
 TN0800
 TN0800  HISTORY     - Date     Condition        Report By
 TN0800  HISTORY     - UNK      MONUMENTED
 TN0800  HISTORY     - 1959     SEE DESCRIPTION  CGS
 TN0800  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TN0800
 TN0800                          STATION DESCRIPTION
 TN0800
 TN0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ORS)
 TN0800'THIS STATION HAS BEEN DESTROYED.
 TN0800
 TN0800                          STATION RECOVERY (1963)
 TN0800
 TN0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TN0800'THE LOOKOUT HOUSE HAS BEEN RAZED.  THE STATION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1049 ***********************************************************************
 RX1049  DESIGNATION -  DOT
 RX1049  PID         -  RX1049
 RX1049  STATE/COUNTY-  MT/POWELL
 RX1049  USGS QUAD   -  ELLISTON (1989)
 RX1049
 RX1049                         *CURRENT SURVEY CONTROL
 RX1049  ___________________________________________________________________
 RX1049* NAD 83(1992)-  46 37 26.65581(N)    112 23 12.67266(W)     ADJUSTED  
 RX1049* NAVD 88     -      2132.1    (meters)    6995.     (feet)  VERTCON   
 RX1049  ___________________________________________________________________
 RX1049  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 RX1049  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 RX1049
 RX1049  HORZ ORDER  -  THIRD
 RX1049
 RX1049.The horizontal coordinates were established by classical geodetic methods
 RX1049.and adjusted by the National Geodetic Survey in July 1992..
 RX1049
 RX1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1049
 RX1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1049
 RX1049.The geoid height was determined by GEOID03.
 RX1049
 RX1049;                    North         East     Units Scale Factor Converg.
 RX1049;SPC MT       -   267,883.154   379,081.486   MT  0.99941549   -2 06 42.3
 RX1049;SPC MT       -   878,881.74  1,243,705.66   iFT  0.99941549   -2 06 42.3
 RX1049;UTM  12      - 5,164,323.953   393,826.993   MT  0.99973856   -1 00 29.3
 RX1049
 RX1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1049!SPC MT       -   0.99966790  x   0.99941549  =   0.99908358
 RX1049!UTM  12      -   0.99966790  x   0.99973856  =   0.99940655
 RX1049
 RX1049                          SUPERSEDED SURVEY CONTROL
 RX1049
 RX1049  NAD 83(1986)-  46 37 26.65804(N)    112 23 12.66517(W) AD(       ) 3
 RX1049  NGVD 29 (06/12/92) 2130.9    (m)         6991.     (f) VERT ANG       
 RX1049
 RX1049.Superseded values are not recommended for survey control.
 RX1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1049.See file dsdata.txt to determine how the superseded data were derived.
 RX1049
 RX1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS9382764324(NAD 83)
 RX1049_MARKER: DD = SURVEY DISK
 RX1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX1049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RX1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX1049+STABILITY: SURFACE MOTION
 RX1049
 RX1049  HISTORY     - Date     Condition        Report By
 RX1049  HISTORY     - 1958     MONUMENTED       USGS
 RX1049
 RX1049                          STATION DESCRIPTION
 RX1049
 RX1049'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX1049'STATION IS LOCATED IN NE. CORNER OF SEC. 17, T 10 N, R 6 W, IN POWELL
 RX1049'COUNTY, ABOUT 5 AIR MI. N. OF ELLISTON, MONTANA, AND 3 AIR MI. W. OF
 RX1049'BLOSSBURG, MONTANA, ON A HIGH BARREN RIDGE.
 RX1049'
 RX1049'TO REACH STATION FROM POST OFFICE IN ELLISTON, MONTANA, PROCEED W. ON
 RX1049'U.S. HIGHWAY 10 TO FIRST RAILROAD CROSSING (1/2 BLOCK), TURN RIGHT AND
 RX1049'PROCEED 0.2 MI. ALONG GRAVEL STREET TO ANGLE BEND IN RD. TO LEFT,
 RX1049'CONTINUE ON TO LEFT ALONG SAME RD. 0.6 MI. TO T-JUNCTION WITH RD. FROM
 RX1049'N. AT SE. CORNER OF CEMETERY.  TURN RIGHT AND GO 2.4 MI. TO RIGHT
 RX1049'ANGLE BEND IN RD. AND JUNCTION WITH TRACK RD.  TAKE TRACK RD. STRAIGHT
 RX1049'AHEAD 0.4 MI. TO Y-JUNCTION, TAKE RIGHT FORK UP STEEP GRADE PASS
 RX1049'THROUGH GATE AND CONTINUE ON 1.7 MI. TO FENCE CORNER.  LEAVE RD. AND
 RX1049'CLIMB STEEP BARREN RIDGE AHEAD AND TO LEFT OF FENCE.  AT TOP TURN LEFT
 RX1049'AND PROCEED ALONG RIDGE TO SECOND TOP AND STATION.
 RX1049'
 RX1049'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROTRUDING
 RX1049'0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0594 ***********************************************************************
 SQ0594  DESIGNATION -  DOUBLE HILL
 SQ0594  PID         -  SQ0594
 SQ0594  STATE/COUNTY-  MT/VALLEY
 SQ0594  USGS QUAD   -  SEVENTH POINT BUTTES (1978)
 SQ0594
 SQ0594                         *CURRENT SURVEY CONTROL
 SQ0594  ___________________________________________________________________
 SQ0594* NAD 83(1992)-  47 49 44.38995(N)    106 41 33.53431(W)     ADJUSTED  
 SQ0594* NAVD 88     -       781.     (meters)    2562.     (feet)  SCALED    
 SQ0594  ___________________________________________________________________
 SQ0594  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 SQ0594  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 SQ0594
 SQ0594  HORZ ORDER  -  THIRD
 SQ0594
 SQ0594.The horizontal coordinates were established by classical geodetic methods
 SQ0594.and adjusted by the National Geodetic Survey in July 1992..
 SQ0594
 SQ0594.The orthometric height was scaled from a topographic map.
 SQ0594
 SQ0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0594
 SQ0594.The geoid height was determined by GEOID03.
 SQ0594
 SQ0594;                    North         East     Units Scale Factor Converg.
 SQ0594;SPC MT       -   401,456.033   810,039.728   MT  0.99949430   +2 03 12.9
 SQ0594;SPC MT       - 1,317,112.97  2,657,610.66   iFT  0.99949430   +2 03 12.9
 SQ0594;UTM  13      - 5,298,681.275   373,321.134   MT  0.99979719   -1 15 16.8
 SQ0594
 SQ0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0594!SPC MT       -   0.99988023  x   0.99949430  =   0.99937459
 SQ0594!UTM  13      -   0.99988023  x   0.99979719  =   0.99967744
 SQ0594
 SQ0594                          SUPERSEDED SURVEY CONTROL
 SQ0594
 SQ0594  NAD 83(1986)-  47 49 44.38621(N)    106 41 33.52269(W) AD(       ) 3
 SQ0594
 SQ0594.Superseded values are not recommended for survey control.
 SQ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0594.See file dsdata.txt to determine how the superseded data were derived.
 SQ0594
 SQ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN7332198681(NAD 83)
 SQ0594_MARKER: P = PIPE CAP
 SQ0594_SETTING: 0 = UNSPECIFIED SETTING
 SQ0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0594
 SQ0594  HISTORY     - Date     Condition        Report By
 SQ0594  HISTORY     - 1889     MONUMENTED       MORC
 SQ0594
 SQ0594                          STATION DESCRIPTION
 SQ0594
 SQ0594'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SQ0594'DOUBLE HILL IS ON LEFT BANK, ON HIGH DOUBLE HILL AND ON NORTHERLY
 SQ0594'POINT.  LINE OF HILLS RUNS NW. AND SE.  S. SIDE OF HILL, WHERE
 SQ0594'TRIANGULATION STATION IS BUILT, IS COVERED WITH PINE.
 SQ0594'
 SQ0594'STATION MARK--A STANDARD MORC TABLET ON AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0559 ***********************************************************************
 SQ0559  DESIGNATION -  DOVE
 SQ0559  PID         -  SQ0559
 SQ0559  STATE/COUNTY-  MT/GARFIELD
 SQ0559  USGS QUAD   -  NELSON COULEE (1967)
 SQ0559
 SQ0559                         *CURRENT SURVEY CONTROL
 SQ0559  ___________________________________________________________________
 SQ0559* NAD 83(1992)-  47 17 05.11268(N)    107 54 59.67286(W)     ADJUSTED  
 SQ0559* NAVD 88     -       862.2    (meters)    2829.     (feet)  VERTCON   
 SQ0559  ___________________________________________________________________
 SQ0559  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 SQ0559  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 SQ0559
 SQ0559  HORZ ORDER  -  SECOND
 SQ0559
 SQ0559.The horizontal coordinates were established by classical geodetic methods
 SQ0559.and adjusted by the National Geodetic Survey in July 1992..
 SQ0559
 SQ0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0559
 SQ0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0559
 SQ0559.The geoid height was determined by GEOID03.
 SQ0559
 SQ0559;                    North         East     Units Scale Factor Converg.
 SQ0559;SPC MT       -   338,425.416   719,708.026   MT  0.99940389   +1 09 29.8
 SQ0559;SPC MT       - 1,110,319.61  2,361,246.80   iFT  0.99940389   +1 09 29.8
 SQ0559;UTM  13      - 5,240,934.545   279,453.943   MT  1.00019782   -2 08 37.6
 SQ0559
 SQ0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0559!SPC MT       -   0.99986720  x   0.99940389  =   0.99927117
 SQ0559!UTM  13      -   0.99986720  x   1.00019782  =   1.00006499
 SQ0559
 SQ0559|---------------------------------------------------------------------|
 SQ0559| PID    Reference Object                     Distance      Geod. Az  |
 SQ0559|                                                           dddmmss.s |
 SQ0559| CQ5424 DOVE RM 1                            13.692 METERS 10752     |
 SQ0559| SQ0552 GARFIELD                            APPROX. 8.6 KM 1534153.6 |
 SQ0559| CQ5425 DOVE RM 2                            11.827 METERS 19823     |
 SQ0559|---------------------------------------------------------------------|
 SQ0559
 SQ0559                          SUPERSEDED SURVEY CONTROL
 SQ0559
 SQ0559  NAD 83(1986)-  47 17 05.10782(N)    107 54 59.65500(W) AD(       ) 2
 SQ0559  NAD 27      -  47 17 05.12525(N)    107 54 57.25157(W) AD(       ) 2
 SQ0559  NGVD 29 (07/19/86)  861.5    (m)         2826.     (f) VERT ANG       
 SQ0559
 SQ0559.Superseded values are not recommended for survey control.
 SQ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0559.See file dsdata.txt to determine how the superseded data were derived.
 SQ0559
 SQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN7945440935(NAD 83)
 SQ0559_MARKER: DD = SURVEY DISK
 SQ0559_SETTING: 0 = UNSPECIFIED SETTING
 SQ0559
 SQ0559  HISTORY     - Date     Condition        Report By
 SQ0559  HISTORY     - 1967     MONUMENTED       USGS
 SQ0559
 SQ0559                          STATION DESCRIPTION
 SQ0559
 SQ0559'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (GDF)
 SQ0559'THE STATION IS LOCATED N. 4 DEG W., ABOUT 20 MI. (AIRLINE) FROM
 SQ0559'MOSBY, MONTANA N. 57 DEG W., ABOUT 24 MI. FROM SAND SPRINGS,
 SQ0559'MONTANA.  THE STATION IS LOCATED IN THE SW 1/4 OF SEC. 29,
 SQ0559'T.18N., R.30E., ON A LOW LYING HILLTOP ABOUT 100 YDS. W. OF
 SQ0559'N-S. RIDGE RD.
 SQ0559'
 SQ0559'STATION MARK--A STANDARD BRONZE USGS TABLET CRIMPED TO A
 SQ0559'COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN A 6 IN. TILE
 SQ0559'12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH THE GROUND.  STAMPED
 SQ0559'DOVE E.T. 1967.
 SQ0559'
 SQ0559'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REF. MK. TABLET
 SQ0559'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED
 SQ0559'IN A 6 IN. TILE 12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH
 SQ0559'GROUND.  AND IS STAMPED DOVE E.T. 1967 NO. 1.
 SQ0559'
 SQ0559'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REF. MK. TABLET
 SQ0559'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED
 SQ0559'IN A 6 IN. TILE 12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH
 SQ0559'GROUND.  AND IS STAMPED DOVE E.T. 1967 NO. 2.
 SQ0559'
 SQ0559'THE DISTANCE BETWEEN REF. MK. 1 AND REF. MK. 2 IS 59.61
 SQ0559'FT. (18.169 METERS).
 SQ0559'
 SQ0559'STATION GARFIELD E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL
 SQ0559'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1063 ***********************************************************************
 SR1063  DESIGNATION -  DOVE
 SR1063  PID         -  SR1063
 SR1063  STATE/COUNTY-  MT/PETROLEUM
 SR1063  USGS QUAD   -  DOVETAIL BUTTE (1985)
 SR1063
 SR1063                         *CURRENT SURVEY CONTROL
 SR1063  ___________________________________________________________________
 SR1063* NAD 83(1992)-  47 23 59.63422(N)    108 15 59.43744(W)     ADJUSTED  
 SR1063* NAVD 88     -       969.3    (meters)    3180.     (feet)  VERTCON   
 SR1063  ___________________________________________________________________
 SR1063  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 SR1063  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 SR1063
 SR1063  HORZ ORDER  -  FIRST
 SR1063
 SR1063.The horizontal coordinates were established by classical geodetic methods
 SR1063.and adjusted by the National Geodetic Survey in July 1992..
 SR1063
 SR1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1063
 SR1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1063
 SR1063.The geoid height was determined by GEOID03.
 SR1063
 SR1063;                    North         East     Units Scale Factor Converg.
 SR1063;SPC MT       -   350,742.063   693,053.739   MT  0.99941545   +0 54 08.3
 SR1063;SPC MT       - 1,150,728.55  2,273,798.36   iFT  0.99941545   +0 54 08.3
 SR1063;UTM  12      - 5,253,227.842   706,253.007   MT  1.00012282   +2 00 46.1
 SR1063
 SR1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1063!SPC MT       -   0.99985041  x   0.99941545  =   0.99926595
 SR1063!UTM  12      -   0.99985041  x   1.00012282  =   0.99997322
 SR1063
 SR1063|---------------------------------------------------------------------|
 SR1063| PID    Reference Object                     Distance      Geod. Az  |
 SR1063|                                                           dddmmss.s |
 SR1063| CQ5421 DOVE RM 1                            10.766 METERS 02707     |
 SR1063| CQ5423 DOVE RM 3 AZIMUTH                                  2235210.0 |
 SR1063| CQ5422 DOVE RM 2                            11.576 METERS 26255     |
 SR1063|---------------------------------------------------------------------|
 SR1063
 SR1063                          SUPERSEDED SURVEY CONTROL
 SR1063
 SR1063  NAD 83(1986)-  47 23 59.62820(N)    108 15 59.42054(W) AD(       ) 1
 SR1063  NAD 27      -  47 23 59.65057(N)    108 15 56.97902(W) AD(       ) 1
 SR1063  NGVD 29 (07/19/86)  968.5    (m)         3177.     (f) VERT ANG       
 SR1063
 SR1063.Superseded values are not recommended for survey control.
 SR1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1063.See file dsdata.txt to determine how the superseded data were derived.
 SR1063
 SR1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT0625353228(NAD 83)
 SR1063_MARKER: DS = TRIANGULATION STATION DISK
 SR1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1063
 SR1063  HISTORY     - Date     Condition        Report By
 SR1063  HISTORY     - 1972     MONUMENTED       NGS
 SR1063
 SR1063                          STATION DESCRIPTION
 SR1063
 SR1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1063'THE STATION IS LOCATED ABOUT 27 MILES NORTH OF WINNETT, 23 MILES EAST
 SR1063'OF U.S. HIGHWAY 191, 13 MILES SOUTH OF THE MISSOURI RIVER AND 0.2
 SR1063'MILE SOUTH-SOUTHEAST OF DOVETAIL BUTTE.  THE PROPERTY IS OWNED BY
 SR1063'MR.  JOHN ESTES, PHONE NUMBER 429-3468.
 SR1063'
 SR1063'TO REACH THE STATION FROM THE POST OFFICE IN WINNETT GO NORTH ON
 SR1063'STATE HIGHWAY 244 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 200.
 SR1063'TURN RIGHT AND GO EAST ON STATE HIGHWAY 200 FOR 0.2 MILE TO A
 SR1063'CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 2.5
 SR1063'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHERLY
 SR1063'ON THE GRAVELED ROAD FOR 8.7 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 SR1063'NORTHERLY ON THE GRAVELED ROAD FOR 0.3 MILE TO A FORK.  TAKE
 SR1063'THE RIGHT FORK AND CONTINUE NORTHERLY ON THE GRAVELED ROAD
 SR1063'FOR 1.3 MILES TO A SIDE ROAD RIGHT AND SIGN, DOVETAIL.  TURN RIGHT
 SR1063'AND GO EASTERLY AND THEN NORTHERLY ON THE GRADED ROAD FOR
 SR1063'10.3 MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD NORTHERLY ON THE
 SR1063'GRADED ROAD FOR 4.1 MILES TO A T-INTERSECTION AND SIGN, NUNN
 SR1063'RANCH.  TURN RIGHT AND GO EAST ON THE GRADED ROAD FOR 0.8 MILE TO
 SR1063'A SIDE ROAD LEFT AND SIGN, HORSE CAMP TR NUNN RANCH.  TURN LEFT AND
 SR1063'GO NORTH AND EAST ON THE GRADED ROAD FOR 2.1 MILES TO A SIDE ROAD
 SR1063'LEFT.  (CONTINUE AHEAD ON THE GRADED ROAD FOR 0.4 MILE TO THE RANCH
 SR1063'HOME OF MR. JOHN ESTES FOR PERMISSION TO ENTER THE PROPERTY.) TURN
 SR1063'LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.25 MILE TO A WHITE HOUSE ON
 SR1063'THE RIGHT.  PASS TO THE WEST OF THE HOUSE AND GO WESTERLY AND
 SR1063'NORTHERLY ON THE WINDING TRACK ROAD FOR 1.7 MILES TO A DIM TRACK
 SR1063'T-INTERSECTION.  TURN RIGHT AND GO NORTHEASTERLY UP HILL ON THE
 SR1063'TRACK ROAD FOR 0.4 MILE TO THE TOP OF THE RIDGE AND REFERENCE MARK 3
 SR1063'ON THE HIGHEST POINT ON THE RIGHT.  CONTINUE NORTHEASTERLY ON THE
 SR1063'TRACK ROAD FOR 0.15 MILE TO THE STATION ON THE EAST END OF THE
 SR1063'RIDGE.
 SR1063'
 SR1063'THE STATION MARKS ARE STANDARD DISKS STAMPED DOVE 1972, THE SURFACE
 SR1063'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 SR1063'12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 SR1063'SURFACE.  IT IS 59.5 FEET NORTH OF A 12-INCH PINE TREE WITH A
 SR1063'TRIANGULAR BLAZE AND 3 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 SR1063'THE UNDERGROUND DISK WAS SET ABOUT 36 INCHES BELOW THE GROUND
 SR1063'SURFACE.
 SR1063'
 SR1063'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOVE NO 1 1972, SET IN
 SR1063'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 SR1063'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 92 FEET
 SR1063'NORTH OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE AND 36 FEET
 SR1063'NORTH OF A METAL WITNESS POST WITH SIGN.
 SR1063'
 SR1063'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOVE NO 2 1972, SET IN
 SR1063'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 SR1063'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET
 SR1063'NORTHWEST OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE AND 34.5
 SR1063'FEET WEST OF A METAL WITNESS POST WITH SIGN.
 SR1063'
 SR1063'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DOVE NO 3 1972, SET IN
 SR1063'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 SR1063'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET
 SR1063'SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND ON THE HIGHEST
 SR1063'POINT OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1473 ***********************************************************************
 SS1473  DESIGNATION -  DRACUT
 SS1473  PID         -  SS1473
 SS1473  STATE/COUNTY-  MT/CASCADE
 SS1473  USGS QUAD   -  SUN RIVER (1983)
 SS1473
 SS1473                         *CURRENT SURVEY CONTROL
 SS1473  ___________________________________________________________________
 SS1473* NAD 83(1992)-  47 34 47.55347(N)    111 41 15.75345(W)     ADJUSTED  
 SS1473* NAVD 88     -      1186.0    (meters)    3891.     (feet)  VERTCON   
 SS1473  ___________________________________________________________________
 SS1473  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 SS1473  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 SS1473
 SS1473  HORZ ORDER  -  SECOND
 SS1473
 SS1473.The horizontal coordinates were established by classical geodetic methods
 SS1473.and adjusted by the National Geodetic Survey in July 1992..
 SS1473
 SS1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1473
 SS1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1473
 SS1473.The geoid height was determined by GEOID03.
 SS1473
 SS1473;                    North         East     Units Scale Factor Converg.
 SS1473;SPC MT       -   372,304.851   435,533.622   MT  0.99944164   -1 36 01.1
 SS1473;SPC MT       - 1,221,472.61  1,428,916.08   iFT  0.99944164   -1 36 01.1
 SS1473;UTM  12      - 5,269,836.020   448,284.972   MT  0.99963287   -0 30 27.7
 SS1473
 SS1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1473!SPC MT       -   0.99981638  x   0.99944164  =   0.99925812
 SS1473!UTM  12      -   0.99981638  x   0.99963287  =   0.99944932
 SS1473
 SS1473|---------------------------------------------------------------------|
 SS1473| PID    Reference Object                     Distance      Geod. Az  |
 SS1473|                                                           dddmmss.s |
 SS1473| CN3420 DRACUT RM 1                          24.455 METERS 09254     |
 SS1473| CN3419 DRACUT AZ MK                                       2835956.3 |
 SS1473| CN3421 DRACUT RM 2                          21.218 METERS 34807     |
 SS1473| SS1468 BOSSELER RIDGE MICROWAVE INST       APPROX.24.6 KM 3555457.3 |
 SS1473|---------------------------------------------------------------------|
 SS1473
 SS1473                          SUPERSEDED SURVEY CONTROL
 SS1473
 SS1473  NAD 83(1986)-  47 34 47.55592(N)    111 41 15.73459(W) AD(       ) 2
 SS1473  NAD 27      -  47 34 47.70990(N)    111 41 12.80260(W) AD(       ) 2
 SS1473  NGVD 29 (07/19/86) 1185.1    (m)         3888.     (f) VERT ANG       
 SS1473
 SS1473.Superseded values are not recommended for survey control.
 SS1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1473.See file dsdata.txt to determine how the superseded data were derived.
 SS1473
 SS1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT4828569836(NAD 83)
 SS1473_MARKER: DS = TRIANGULATION STATION DISK
 SS1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1473
 SS1473  HISTORY     - Date     Condition        Report By
 SS1473  HISTORY     - 1961     MONUMENTED       CGS
 SS1473  HISTORY     - 1969     GOOD             CGS
 SS1473
 SS1473                          STATION DESCRIPTION
 SS1473
 SS1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1473'THE STATION IS ABOUT 6-1/2 MILES WEST-NORTHWEST OF VAUGHN
 SS1473'AND 2-1/2 MILES NORTH-NORTHEAST OF DRACUT JUNCTION.  IT IS ON
 SS1473'PASTURE LAND WHICH IS OWNED BY MR. JOHN GRAY.
 SS1473'
 SS1473'TO REACH THE STATION FROM DRACUT JUNCTION (JUNCTION OF U.S.
 SS1473'HIGHWAY 89 AND STATE HIGHWAY 20, ABOUT 7 MILES WEST OF VAUGHN),
 SS1473'GO NORTHWEST ON HIGHWAY 89 FOR 0.3 MILE TO A GRAVELED CROSSROADS.
 SS1473'TURN RIGHT AND GO NORTHERLY FOR 2.4 MILES TO A FORK.  TURN
 SS1473'RIGHT AND GO EASTERLY FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 SS1473'RIGHT.  CONTINUE EAST FOR 0.55 MILE TO A T-INTERSECTION.
 SS1473'TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO A GATE.  CONTINUE SOUTH
 SS1473'FOR 0.05 MILE TO THE STATION.
 SS1473'
 SS1473'THE STATION MARKS ARE STANDARD DISKS, STAMPED DRACUT 1961.
 SS1473'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 SS1473'POST PROJECTING 5 INCHES.  IT IS 154 FEET SOUTH-SOUTHWEST OF
 SS1473'A TRACK ROAD FORK, 48 FEET WEST OF A TRACK ROAD, 16 FEET
 SS1473'EAST OF A FENCE AND 3 FEET WEST OF A WITNESS POST.  IT IS ABOUT
 SS1473'0.05 MILE SOUTH OF A GROVE OF TREES.  THE UNDERGROUND DISK
 SS1473'IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 SS1473'GROUND SURFACE.
 SS1473'
 SS1473'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRACUT NO 1 1961,
 SS1473'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 SS1473'7 INCHES.  IT IS 155 FEET SOUTH-SOUTHEAST OF THE FORK AND 31
 SS1473'FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.
 SS1473'
 SS1473'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRACUT NO 2 1961,
 SS1473'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 SS1473'7 INCHES.  IT IS 95 FEET SOUTHWEST OF THE FORK AND 60 FEET
 SS1473'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A DRAINAGE DITCH.
 SS1473'
 SS1473'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRACUT 1961, SET
 SS1473'IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 7
 SS1473'INCHES.  IT IS 59 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 SS1473'ROAD, 29 FEET SOUTH OF A FENCE CORNER, 13 FEET NORTH OF A
 SS1473'T-FENCE CORNER, 2 FEET EAST OF A FENCE AND 1.3 FEET SOUTHEAST
 SS1473'OF A WITNESS POST.
 SS1473
 SS1473                          STATION RECOVERY (1969)
 SS1473
 SS1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CMM)
 SS1473'STATION, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE RECOVERED
 SS1473'IN GOOD CONDITION.  THE WITNESS POSTS WERE INTACT.
 SS1473'
 SS1473'THE ROUTE DESCRIPTION WAS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1056 ***********************************************************************
 SR1056  DESIGNATION -  DRAG
 SR1056  PID         -  SR1056
 SR1056  STATE/COUNTY-  MT/PETROLEUM
 SR1056  USGS QUAD   -  TIN CAN HILL (1986)
 SR1056
 SR1056                         *CURRENT SURVEY CONTROL
 SR1056  ___________________________________________________________________
 SR1056* NAD 83(1992)-  47 11 50.90165(N)    108 02 58.43856(W)     ADJUSTED  
 SR1056* NAVD 88     -       929.3    (meters)    3049.     (feet)  VERTCON   
 SR1056  ___________________________________________________________________
 SR1056  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 SR1056  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 SR1056
 SR1056  HORZ ORDER  -  FIRST
 SR1056
 SR1056.The horizontal coordinates were established by classical geodetic methods
 SR1056.and adjusted by the National Geodetic Survey in July 1992..
 SR1056
 SR1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1056
 SR1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1056
 SR1056.The geoid height was determined by GEOID03.
 SR1056
 SR1056;                    North         East     Units Scale Factor Converg.
 SR1056;SPC MT       -   328,534.680   709,834.622   MT  0.99939783   +1 03 39.6
 SR1056;SPC MT       - 1,077,869.69  2,328,853.75   iFT  0.99939783   +1 03 39.6
 SR1056;UTM  12      - 5,231,332.317   723,473.168   MT  1.00021380   +2 09 56.2
 SR1056;UTM  13      - 5,231,621.014   269,018.818   MT  1.00025574   -2 14 18.4
 SR1056
 SR1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1056!SPC MT       -   0.99985664  x   0.99939783  =   0.99925456
 SR1056!UTM  12      -   0.99985664  x   1.00021380  =   1.00007041
 SR1056!UTM  13      -   0.99985664  x   1.00025574  =   1.00011234
 SR1056
 SR1056:                Primary Azimuth Mark                     Grid Az
 SR1056:SPC MT       -  MUS                                      003 03 36.2
 SR1056:UTM  12      -  MUS                                      001 57 19.6
 SR1056:UTM  13      -  MUS                                      006 21 34.2
 SR1056
 SR1056|---------------------------------------------------------------------|
 SR1056| PID    Reference Object                     Distance      Geod. Az  |
 SR1056|                                                           dddmmss.s |
 SR1056| SR1054 MUS                                 APPROX.13.7 KM 0040715.8 |
 SR1056| SQ0555 PETCO                               APPROX. 6.9 KM 1084814.3 |
 SR1056| CQ5427 DRAG RM 2                            11.344 METERS 16945     |
 SR1056| CQ5426 DRAG RM 1                            11.661 METERS 34857     |
 SR1056|---------------------------------------------------------------------|
 SR1056
 SR1056                          SUPERSEDED SURVEY CONTROL
 SR1056
 SR1056  NAD 83(1986)-  47 11 50.89662(N)    108 02 58.41964(W) AD(       ) 1
 SR1056  NAD 27      -  47 11 50.93865(N)    108 02 56.00138(W) AD(       ) 1
 SR1056  NGVD 29 (07/19/86)  928.6    (m)         3047.     (f) VERT ANG       
 SR1056
 SR1056.Superseded values are not recommended for survey control.
 SR1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1056.See file dsdata.txt to determine how the superseded data were derived.
 SR1056
 SR1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT2347331332(NAD 83)
 SR1056_MARKER: DD = SURVEY DISK
 SR1056_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SR1056+WITH SETTING: INFORMATION.
 SR1056_SP_SET: PREFABRICATED CONCRETE POST
 SR1056
 SR1056  HISTORY     - Date     Condition        Report By
 SR1056  HISTORY     - 1967     MONUMENTED       USGS
 SR1056  HISTORY     - 1972     GOOD             NGS
 SR1056  HISTORY     - 1972     GOOD             USGS
 SR1056
 SR1056                          STATION DESCRIPTION
 SR1056
 SR1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1056'THE STATION IS LOCATED ABOUT 26 MILES SOUTH OF THE MISSOURI RIVER,
 SR1056'19.5 MILES NORTHEAST OF WINNETT, 6 MILES WEST OF THE MUSSELSHELL
 SR1056'RIVER AND ON PROPERTY THAT IS OWNED BY THE U.S. GOVERMENT.
 SR1056'
 SR1056'TO REACH THE STATION FROM THE POST OFFICE IN WINNETT, GO NORTH ON
 SR1056'STATE HIGHWAY 244 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 SR1056'200.  TURN RIGHT AND GO EAST ON THE HIGHWAY FOR 0.2 MILE TO A
 SR1056'CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.5 MILES
 SR1056'TO A FORK.  CONTINUE NORTHERLY ON THE ROAD FOR 8.5 MILES TO A SIDE
 SR1056'ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE BLADED ROAD FOR 0.9 MILE
 SR1056'TO A FORK.  KEEP RIGHT AND GO EAST FOR 7.3 MILES TO STATION COTTON
 SR1056'ON THE LEFT.  (ABOUT 0.1 MILE OFF THE BLADED ROAD).  CONTINUE ON
 SR1056'BLADED ROAD FOR 5.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO EAST
 SR1056'FOR 2.3 MILES TO A FORK.  TAKE LEFT FORK FOR ABOUT 50 FEET TO A DIM
 SR1056'TRACK ROAD.  TURN LEFT AND GO NORTHWEST ON DIM TRACK ROAD FOR
 SR1056'0.15 MILE TO THE TOP OF A LOW HILL AND STATION.
 SR1056'
 SR1056'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 SR1056'DRAG E.T. 1967, CRIMPED TO THE TOP OF A COPPER ROD AND SURROUNDED BY
 SR1056'A GRAVEL FILLED TILE THAT IS SET FLUSH WITH THE GROUND.  IT IS 8.5
 SR1056'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SR1056'
 SR1056'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK STAMPED
 SR1056'DRAG E.T. NO 1 1967, CRIMPED TO THE TOP OF A COPPER ROD AND
 SR1056'SURROUNDED BY A GRAVEL FILLED TILE THAT IS FLUSH WITH THE GROUND.  IT
 SR1056'IS 32 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 SR1056'ATTACHED AND ON THE SAME LEVEL OF THE STATION.
 SR1056'
 SR1056'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK STAMPED
 SR1056'DRAG E.T. NO 2 1967, CRIMPED TO THE TOP OF A COPPER ROD AND
 SR1056'SURROUNDED BY A GRAVEL FILLED TILE THAT IS FLUSH WITH THE GROUND.
 SR1056'IT IS 44 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SR1056
 SR1056                          STATION RECOVERY (1972)
 SR1056
 SR1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SR1056'THE STATION IS LOCATED N. 47 DEG E. ABOUT 20 MI. (AIRLINE) FROM
 SR1056'WINNETT, MONTANA, N 28 DEG W. ABOUT 16 MI. FROM MOSBY, MONTANA, ABOUT
 SR1056'100 YDS. S. BY SLIGHTLY W. OF THE NE. CORNER OF SEC. 32, T17N, R29E,
 SR1056'ON THE HIGHEST POINT OF A PROMINENT WOODED TOP, WITH A SHORT, OPEN
 SR1056'GRASSY RIDGE.
 SR1056'
 SR1056'STATION MARK--A STANDARD BRONZE TABLET, CRIMPED TO A COPPERWELD ROD
 SR1056'DRIVEN TO REFUSAL (10 FT) CENTERED IN A 6 IN. TILE 12 IN. LONG, FILLED
 SR1056'WITH GRAVEL AND FLUSH WITH THE GROUND, STAMPED DRAG E.T. 1967.
 SR1056'
 SR1056'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REF. MK. TABLET CRIMPED
 SR1056'TO A COPPERWELD ROAD DRIVEN TO REFUSAL (10 FT) CENTERED IN A 6 IN.
 SR1056'TILE, 12 IN. LONG, FILLED WITH GRAVEL AND FLUSH WITH GROUND, AND IS
 SR1056'STAMPED DRAG E.T. 1967 NO. 1.
 SR1056'
 SR1056'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REF. MK. TABLET CRIMPED
 SR1056'TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT) CENTERED IN A 6 IN.
 SR1056'TILE 12 IN. LONG, FILLED WITH GRAVEL AND FLUSH WITH GROUND, AND IS
 SR1056'STAMPED DRAG E.T. 1967 NO. 2.
 SR1056'
 SR1056'MUS E.T., PETCO E.T., AND WOOD E.T., ARE ALL VISIBLE FROM THE GROUND
 SR1056'AND WILL SERVE AS THE AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0469 ***********************************************************************
 RT0469  DESIGNATION -  DRAGSETH
 RT0469  PID         -  RT0469
 RT0469  STATE/COUNTY-  MT/CUSTER
 RT0469  USGS QUAD   -  FOUNDATION SPRING (1981)
 RT0469
 RT0469                         *CURRENT SURVEY CONTROL
 RT0469  ___________________________________________________________________
 RT0469* NAD 83(1992)-  46 20 04.28853(N)    104 58 05.10852(W)     ADJUSTED  
 RT0469* NAVD 88     -      1007.0    (meters)    3304.     (feet)  VERTCON   
 RT0469  ___________________________________________________________________
 RT0469  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 RT0469  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RT0469
 RT0469  HORZ ORDER  -  FIRST
 RT0469
 RT0469.The horizontal coordinates were established by classical geodetic methods
 RT0469.and adjusted by the National Geodetic Survey in July 1992..
 RT0469
 RT0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0469
 RT0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0469
 RT0469.The geoid height was determined by GEOID03.
 RT0469
 RT0469;                    North         East     Units Scale Factor Converg.
 RT0469;SPC MT       -   241,729.852   948,553.169   MT  0.99946212   +3 18 54.4
 RT0469;SPC MT       -   793,076.94  3,112,051.08   iFT  0.99946212   +3 18 54.4
 RT0469;UTM  13      - 5,131,217.056   502,456.263   MT  0.99960007   +0 01 23.1
 RT0469
 RT0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0469!SPC MT       -   0.99984467  x   0.99946212  =   0.99930687
 RT0469!UTM  13      -   0.99984467  x   0.99960007  =   0.99944480
 RT0469
 RT0469|---------------------------------------------------------------------|
 RT0469| PID    Reference Object                     Distance      Geod. Az  |
 RT0469|                                                           dddmmss.s |
 RT0469| CQ8257 DRAGSETH RM 1                        16.943 METERS 02027     |
 RT0469| CQ8258 DRAGSETH RM 2                        19.455 METERS 13213     |
 RT0469| CQ8256 DRAGSETH AZ MK                                     3204404.7 |
 RT0469|---------------------------------------------------------------------|
 RT0469
 RT0469                          SUPERSEDED SURVEY CONTROL
 RT0469
 RT0469  NAD 83(1986)-  46 20 04.27155(N)    104 58 05.08052(W) AD(       ) 1
 RT0469  NAD 27      -  46 20 04.26000(N)    104 58 03.19800(W) AD(       ) 1
 RT0469  NGVD 29 (07/19/86) 1006.4    (m)         3302.     (f) VERT ANG       
 RT0469
 RT0469.Superseded values are not recommended for survey control.
 RT0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0469.See file dsdata.txt to determine how the superseded data were derived.
 RT0469
 RT0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM0245631217(NAD 83)
 RT0469_MARKER: DS = TRIANGULATION STATION DISK
 RT0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0469
 RT0469  HISTORY     - Date     Condition        Report By
 RT0469  HISTORY     - 1949     MONUMENTED       CGS
 RT0469
 RT0469                          STATION DESCRIPTION
 RT0469
 RT0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0469'THE STATION IS IN THE ROLLING PASTURE LAND THAT IS LOCATED
 RT0469'ABOUT 5 MILES EAST OF THE VILLAGE OF KNOWLTON, 21 MILES SOUTH
 RT0469'OF THE VILLAGE OF ISMAY, AND ABOUT 33 MILES WEST OF THE TOWN
 RT0469'OF BAKER.
 RT0469'
 RT0469'THE STATION CAN BE REACHED FROM THE INTERSECTION OF MAIN AND
 RT0469'SEVENTH STREETS IN MILES CITY BY FOLLOWING U.S. HIGHWAY 12
 RT0469'EASTERLY FOR 30 MILES TO A LARGE STEEL BRIDGE OVER THE POWDER
 RT0469'RIVER AND THE LOCATE POST OFFICE.  CONTINUE ON U.S. HIGHWAY
 RT0469'12 FOR 8.1 MILES TO A ROAD TO THE RIGHT.  TURN RIGHT,
 RT0469'SOUTHEAST FOR 8.5 MILES TO A T INTERSECTION AT THE TOWN OF
 RT0469'KNOWLTON.  TAKE THE LEFT FORK, EASTERLY FOR 1.0 MILE TO ANOTHER
 RT0469'FORK.  TAKE THE LEFT FORK FOR 0.5 MILE TO A ROAD TO THE RIGHT.
 RT0469'TURN RIGHT ON THIS ROAD AND GO 2.6 MILES TO A FORK.  TAKE
 RT0469'THE LEFT FORK AND FOLLOW THE MAIN ROAD EAST FOR 2.1 MILES
 RT0469'TO WHERE THE MAIN ROAD BENDS SHARPLY TO THE NORTH AND A
 RT0469'CATTLE GUARD ON THE RIGHT.  TURN LEFT, NORTH, AND FOLLOW THE
 RT0469'MAIN ROAD FOR 1.0 MILE TO A GATE ON THE RIGHT.  TURN RIGHT
 RT0469'THROUGH THIS GATE AND FOLLOW THE TRACK ROAD TO THE WINDMILL
 RT0469'IN THE DRAW.  THEN ACROSS THE DRAW INTO THE PASTURE LAND.
 RT0469'FOLLOW THE DIM TRACKS FOR 1.2 MILE NORTHERLY TO A GATE IN
 RT0469'THE FENCE TO THE NORTH OF THE STATION.  PASS THROUGH THE
 RT0469'GATE AND TURN RIGHT ALONG THE EAST SIDE OF THE FENCE FOR
 RT0469'ABOUT 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 RT0469'
 RT0469'THE AZIMUTH MARK CAN BE REACHED FROM THE STATION BY FOLLOWING
 RT0469'THE FENCE NORTH FOR 0.25 MILE TO THE MARK AT A BEND IN THE
 RT0469'FENCE.
 RT0469'
 RT0469'THE STATION MARK, STAMPED DRAGSETH 1949, IS A STANDARD
 RT0469'STATION MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH
 RT0469'CONCRETE POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 RT0469'IT IS 27 FEET EAST OF A NORTH-SOUTH FENCE AND 37 FEET NORTH
 RT0469'OF THE CORNER POST OF A FENCE CORNER.
 RT0469'
 RT0469'REFERENCE MARK NUMBER 1, STAMPED DRAGSETH NO 1 1949, IS A
 RT0469'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY
 RT0469'10 INCH CONCRETE POST THAT PROJECTS FROM THE GROUND ABOUT
 RT0469'6 INCHES.
 RT0469'
 RT0469'REFERENCE MARK NUMBER 2, STAMPED DRAGSETH NO 2 1949, IS A
 RT0469'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY
 RT0469'10 INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 RT0469'SURFACE OF THE GROUND.
 RT0469'
 RT0469'THE AZIMUTH MARK, STAMPED DRAGSETH 1949, IS A STANDARD AZIMUTH
 RT0469'MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE
 RT0469'POST THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS
 RT0469'5-1/2 FEET EAST OF A FENCE CORNER AND 4 FEET SOUTH OF A WITNESS
 RT0469'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1593 ***********************************************************************
 SS1593  DESIGNATION -  DREW
 SS1593  PID         -  SS1593
 SS1593  STATE/COUNTY-  MT/CHOUTEAU
 SS1593  USGS QUAD   -  DENT BRIDGE (1987)
 SS1593
 SS1593                         *CURRENT SURVEY CONTROL
 SS1593  ___________________________________________________________________
 SS1593* NAD 83(1992)-  47 59 03.78610(N)    111 10 17.51250(W)     ADJUSTED  
 SS1593* NAVD 88     -      1120.7    (meters)    3677.     (feet)  VERTCON   
 SS1593  ___________________________________________________________________
 SS1593  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 SS1593  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 SS1593
 SS1593  HORZ ORDER  -  THIRD
 SS1593
 SS1593.The horizontal coordinates were established by classical geodetic methods
 SS1593.and adjusted by the National Geodetic Survey in July 1992..
 SS1593
 SS1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1593
 SS1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1593
 SS1593.The geoid height was determined by GEOID03.
 SS1593
 SS1593;                    North         East     Units Scale Factor Converg.
 SS1593;SPC MT       -   416,291.217   475,291.011   MT  0.99953683   -1 13 21.8
 SS1593;SPC MT       - 1,365,784.83  1,559,353.71   iFT  0.99953683   -1 13 21.8
 SS1593;UTM  12      - 5,314,578.922   487,200.681   MT  0.99960201   -0 07 38.8
 SS1593
 SS1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1593!SPC MT       -   0.99982669  x   0.99953683  =   0.99936360
 SS1593!UTM  12      -   0.99982669  x   0.99960201  =   0.99942877
 SS1593
 SS1593                          SUPERSEDED SURVEY CONTROL
 SS1593
 SS1593  NAD 83(1986)-  47 59 03.78477(N)    111 10 17.49315(W) AD(       ) 3
 SS1593  NGVD 29 (05/18/92) 1119.8    (m)         3674.     (f) VERT ANG       
 SS1593
 SS1593.Superseded values are not recommended for survey control.
 SS1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1593.See file dsdata.txt to determine how the superseded data were derived.
 SS1593
 SS1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU8720114579(NAD 83)
 SS1593_MARKER: DS = TRIANGULATION STATION DISK
 SS1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1593+STABILITY: SURFACE MOTION
 SS1593
 SS1593  HISTORY     - Date     Condition        Report By
 SS1593  HISTORY     - 1947     MONUMENTED       USGS
 SS1593
 SS1593                          STATION DESCRIPTION
 SS1593
 SS1593'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1593'STATION IS LOCATED APPROXIMATELY 35 MI. AIRLINE DISTANCE NE. OF GREAT
 SS1593'FALLS, MONTANA, ON MOST PROMINENT POINT OF RIDGE ON THE PROPERTY OF
 SS1593'MR. DREWISKI, IN NW. 1/4 SEC. 25, T 26 N, R 5 E.
 SS1593'
 SS1593'STATION IS REACHED FROM GREAT FALLS BY DRIVING NE. ON HIGHWAY 87 FOR
 SS1593'10 MI., TURN LEFT (N.) FOR 28 MI., RIGHT (E.) FOR 2.2 MI. TO DREWISKI
 SS1593'FARM BUILDINGS, PROCEED SE. FOR 0.6 MI. TO TOP OF MOST PROMINENT PEAK
 SS1593'IN GROUP.
 SS1593'
 SS1593'STATION MARK-STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1593'STAMPED---DREW 1947---.
 SS1593'
 SS1593'REFERENCE MARK NO. 1--A 1-IN. IRON PIPE, DISTANCE OF 52.3 FT. FROM
 SS1593'STATION N 55 DEGREES 04 MINUTES W.
 SS1593'
 SS1593'REFERENCE MARK NO. 2--A 1-IN. IRON PIPE, DISTANCE OF 71.8 FT. FROM
 SS1593'STATION N 43 DEGREES 28 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1045 ***********************************************************************
 SU1045  DESIGNATION -  DRIVEWAY
 SU1045  PID         -  SU1045
 SU1045  STATE/COUNTY-  MT/SANDERS
 SU1045  USGS QUAD   -  DRIVEWAY PEAK (1988)
 SU1045
 SU1045                         *CURRENT SURVEY CONTROL
 SU1045  ___________________________________________________________________
 SU1045* NAD 83(1992)-  47 35 14.86728(N)    115 34 37.76344(W)     ADJUSTED  
 SU1045* NAVD 88     -      1954.1    (meters)    6411.     (feet)  VERTCON   
 SU1045  ___________________________________________________________________
 SU1045  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 SU1045  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SU1045
 SU1045  HORZ ORDER  -  FIRST
 SU1045
 SU1045.The horizontal coordinates were established by classical geodetic methods
 SU1045.and adjusted by the National Geodetic Survey in July 1992..
 SU1045
 SU1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1045
 SU1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1045
 SU1045.The geoid height was determined by GEOID03.
 SU1045
 SU1045;                    North         East     Units Scale Factor Converg.
 SU1045;SPC MT       -   388,565.452   143,599.190   MT  0.99944296   -4 26 43.7
 SU1045;SPC MT       - 1,274,821.04    471,125.95   iFT  0.99944296   -4 26 43.7
 SU1045;UTM  11      - 5,271,430.937   606,980.151   MT  0.99974064   +1 03 02.1
 SU1045
 SU1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1045!SPC MT       -   0.99969630  x   0.99944296  =   0.99913942
 SU1045!UTM  11      -   0.99969630  x   0.99974064  =   0.99943701
 SU1045
 SU1045|---------------------------------------------------------------------|
 SU1045| PID    Reference Object                     Distance      Geod. Az  |
 SU1045|                                                           dddmmss.s |
 SU1045| CH7249 DRIVEWAY RM 1                        32.995 METERS 11134     |
 SU1045| SU1043 DRIVEWAY PEAK LO HOUSE               45.647 METERS 13636     |
 SU1045| SU1044 DRIVEWAY RM A                        25.610 METERS 15535     |
 SU1045| CH7250 DRIVEWAY RM 2                        16.512 METERS 21653     |
 SU1045| SU1052 SUNSET PEAK LOOKOUT HOUSE           APPROX.19.6 KM 2621359.0 |
 SU1045|---------------------------------------------------------------------|
 SU1045
 SU1045                          SUPERSEDED SURVEY CONTROL
 SU1045
 SU1045  NAD 83(1986)-  47 35 14.87188(N)    115 34 37.75409(W) AD(       ) 1
 SU1045  NAD 27      -  47 35 15.10938(N)    115 34 34.18928(W) AD(       ) 1
 SU1045  NGVD 29 (07/19/86) 1952.9    (m)         6407.     (f) VERT ANG       
 SU1045
 SU1045.Superseded values are not recommended for survey control.
 SU1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1045.See file dsdata.txt to determine how the superseded data were derived.
 SU1045
 SU1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN0698071431(NAD 83)
 SU1045_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU1045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SU1045
 SU1045  HISTORY     - Date     Condition        Report By
 SU1045  HISTORY     - 1968     MONUMENTED       CGS
 SU1045
 SU1045                          STATION DESCRIPTION
 SU1045
 SU1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SU1045'THE STATION IS ABOUT 13 MILES NORTHEAST OF MULLAN, IDAHO, 11 MILES
 SU1045'WEST OF THOMPSON FALLS, 6 MILES EAST OF THE IDAHO-MONTANA STATE
 SU1045'LINE, AND ON THE SUMMIT OF DRIVEWAY PEAK.
 SU1045'
 SU1045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 SU1045'STATE HIGHWAY 4 AT THE EAST EDGE OF WALLACE, IDAHO, GO
 SU1045'NORTHEAST ON STATE HIGHWAY 4 FOR 6.8 MILES TO THE POST OFFICE
 SU1045'AT BURKE, IDAHO.  CONTINUE EASTERLY ON THE HIGHWAY FOR 0.3 MILE
 SU1045'TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON NARROW PAVED
 SU1045'ROAD FOR 1.2 MILES TO THE END OF THE PAVEMENT.  CONTINUE
 SU1045'EASTERLY ON GRAVELED ROAD AS PER SIGN THOMPSON FALLS FOR 3.4
 SU1045'MILES TO A FORK.  KEEP THE LEFT FORK FOR 1.25 MILES TO THE
 SU1045'IDAHO-MONTANA STATE LINE AND COOPER PASS SUMMIT.  CONTINUE
 SU1045'EASTERLY ON GRAVELED ROAD FOR 7.0 MILES TO A REVERSE Y FORK.  GO
 SU1045'EAST ON MAIN ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT AND SIGN COX
 SU1045'GULCH, DRIVEWAY L.O. 8.  TURN LEFT AND GO NORTHERLY ON
 SU1045'MAIN ROAD FOR 7.55 MILES TO A FORK.  TAKE THE RIGHT FORK
 SU1045'FOR 0.75 MILE TO THE SUMMIT OF DRIVEWAY PEAK AND THE STATION.
 SU1045'
 SU1045'THE STATION MARK IS A STANDARD DISK STAMPED DRIVEWAY 1968, SET
 SU1045'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 SU1045'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 133 FEET WEST-NORTHWEST
 SU1045'OF THE NORTHWEST CORNER OF A LOOKOUT TOWER, 67 FEET
 SU1045'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A TOILET, AND 8 FEET
 SU1045'SOUTH OF THE NORTH EDGE OF THE SUMMIT.
 SU1045'
 SU1045'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DRIVEWAY NO 1 1968,
 SU1045'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH
 SU1045'THE GROUND SURFACE.  IT IS 57 FEET NORTH OF THE NORTHWEST
 SU1045'CORNER OF THE LOOKOUT TOWER AND 24.8 FEET WEST OF THE NORTHWEST
 SU1045'CORNER OF A LOG CABIN.
 SU1045'
 SU1045'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DRIVEWAY NO 2 1968,
 SU1045'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 SU1045'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 53-1/2 FEET SOUTHEAST
 SU1045'OF THE SOUTHEAST CORNER OF THE TOILET AND 50 FEET NORTH OF THE
 SU1045'CENTER OF THE ROAD.
 SU1045'
 SU1045'SUNSET PEAK LOOKOUT HOUSE 1940 CAN BE USED FOR AN AZIMUTH.
 SU1045'
 SU1045'NOTE--TRAVERSE DISTANCE ABOVE REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1104 ***********************************************************************
 SU1104  DESIGNATION -  DRIVEWAY
 SU1104  PID         -  SU1104
 SU1104  STATE/COUNTY-  MT/SANDERS
 SU1104  USGS QUAD   -  DRIVEWAY PEAK (1988)
 SU1104
 SU1104                         *CURRENT SURVEY CONTROL
 SU1104  ___________________________________________________________________
 SU1104* NAD 83(1992)-  47 35 14.35222(N)    115 34 35.42257(W)     ADJUSTED  
 SU1104* NAVD 88     -      1954.0    (meters)    6411.     (feet)  VERTCON   
 SU1104  ___________________________________________________________________
 SU1104  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 SU1104  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SU1104
 SU1104  HORZ ORDER  -  THIRD
 SU1104
 SU1104.The horizontal coordinates were established by classical geodetic methods
 SU1104.and adjusted by the National Geodetic Survey in July 1992..
 SU1104
 SU1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1104
 SU1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1104
 SU1104.The geoid height was determined by GEOID03.
 SU1104
 SU1104;                    North         East     Units Scale Factor Converg.
 SU1104;SPC MT       -   388,545.812   143,646.693   MT  0.99944293   -4 26 42.0
 SU1104;SPC MT       - 1,274,756.60    471,281.80   iFT  0.99944293   -4 26 42.0
 SU1104;UTM  11      - 5,271,415.934   607,029.331   MT  0.99974077   +1 03 03.9
 SU1104
 SU1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1104!SPC MT       -   0.99969631  x   0.99944293  =   0.99913941
 SU1104!UTM  11      -   0.99969631  x   0.99974077  =   0.99943716
 SU1104
 SU1104                          SUPERSEDED SURVEY CONTROL
 SU1104
 SU1104  NAD 83(1986)-  47 35 14.36228(N)    115 34 35.38780(W) AD(       ) 3
 SU1104  NGVD 29 (03/27/92) 1952.8    (m)         6407.     (f) VERT ANG       
 SU1104
 SU1104.Superseded values are not recommended for survey control.
 SU1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1104.See file dsdata.txt to determine how the superseded data were derived.
 SU1104
 SU1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN0702971416(NAD 83)
 SU1104_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU1104_SETTING: 66 = SET IN ROCK OUTCROP
 SU1104_SP_SET: SET IN ROCK OUTCROP
 SU1104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1104+STABILITY: POSITION/ELEVATION WELL
 SU1104
 SU1104  HISTORY     - Date     Condition        Report By
 SU1104  HISTORY     - UNK      MONUMENTED       USGS
 SU1104  HISTORY     - 1956     GOOD             USGS
 SU1104
 SU1104                          STATION DESCRIPTION
 SU1104
 SU1104'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SU1104'LOCATED APPROXIMATELY 11.0 MI. (AIRLINE) W. OF THOMPSON FALLS,
 SU1104'MONTANA, ON TOP OF DRIVEWAY PEAK.
 SU1104'
 SU1104'TO REACH STATION FROM POST OFFICE IN THOMPSON FALLS, GO NW.
 SU1104'ON HIGHWAY 10A 0.3 MI. TO STREET W. , TURN LEFT AND CROSS TWO
 SU1104'BRIDGES, CONTINUE ONTO CROSSROADS, TURN RIGHT AND FOLLOW
 SU1104'THOMPSON-WALLACE ROAD 16.6 MI.  UP PROSPECT CREEK TO T-RD.
 SU1104'N. TURN RIGHT AND FOLLOW RD. 3.5 MI. TO REVERSE Y-RD.
 SU1104'TURN SHARPLY TO RIGHT AND FOLLOW RD. ALONG HILLSIDE
 SU1104'TO AN ABANDONED MINE.  LEAVE VEHICLE AND GO TO TOP OF
 SU1104'RIDGE ONTO FOREST SERVICE TRAIL AND FOLLOW APPROXIMATELY 3.0
 SU1104'MI. TO FOREST SERVICE LOOKOUT AND STATION MARK.
 SU1104'
 SU1104'STATION FOUND TO BE OLD STANDARD BRASS TABLET,
 SU1104'STAMPED--- 6803 V A ---.  IT IS PRESSED INTO ROCKS ON KNOLL
 SU1104'AT NE. EDGE AND HIGH POINT OF TOP, 80.5 FT. NE. CENTER OF LOOKOUT
 SU1104'TOWER, 22 FT. E. OF SE. CORNER OF A SMALL CABIN, 6 FT. NW. OF A
 SU1104'ROCK CAIRN.  A STANDARD TABLET, STAMPED--- DRIVEWAY 2 ---,
 SU1104'SET IN THE CONCRETE FOUNDATION FOR THE NE. LEG OF THE TOWER,
 SU1104'65.1 FT. FROM OCCUPIED POINT.
 SU1104'
 SU1104'STATION MARK - - A STANDARD BRASS TABLET, SET IN ROCK OUTCROP,
 SU1104'STAMPED--- 6803 V A ---.
 SU1104'
 SU1104'REFERENCE MARK - - SET IN CONCRETE FOUNDATION AT NE. CORNER OF
 SU1104'TOWER, S 48 DEG 26 MIN W. 65.1 FT. FROM STATION MARK.
 SU1104'
 SU1104'CENTER OF LOOKOUT TOWER 80.5 FT. FROM STATION MARK,
 SU1104'N 48 DEG 01 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1043 ***********************************************************************
 SU1043  DESIGNATION -  DRIVEWAY PEAK LO HOUSE
 SU1043  PID         -  SU1043
 SU1043  STATE/COUNTY-  MT/SANDERS
 SU1043  USGS QUAD   -  DRIVEWAY PEAK (1988)
 SU1043
 SU1043                         *CURRENT SURVEY CONTROL
 SU1043  ___________________________________________________________________
 SU1043* NAD 83(1992)-  47 35 13.79353(N)    115 34 36.26216(W)     ADJUSTED  
 SU1043* NAVD 88     -                                                        
 SU1043  ___________________________________________________________________
 SU1043  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 SU1043  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SU1043
 SU1043  HORZ ORDER  -  THIRD
 SU1043
 SU1043.The horizontal coordinates were established by classical geodetic methods
 SU1043.and adjusted by the National Geodetic Survey in July 1992..
 SU1043
 SU1043
 SU1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1043
 SU1043.The geoid height was determined by GEOID03.
 SU1043
 SU1043;                    North         East     Units Scale Factor Converg.
 SU1043;SPC MT       -   388,529.978   143,627.877   MT  0.99944291   -4 26 42.6
 SU1043;SPC MT       - 1,274,704.65    471,220.07   iFT  0.99944291   -4 26 42.6
 SU1043;UTM  11      - 5,271,398.365   607,012.113   MT  0.99974073   +1 03 03.2
 SU1043
 SU1043                          SUPERSEDED SURVEY CONTROL
 SU1043
 SU1043  NAD 83(1986)-  47 35 13.79842(N)    115 34 36.25243(W) AD(       ) 4
 SU1043  NAD 27      -  47 35 14.03554(N)    115 34 32.68809(W) AD(       ) 3
 SU1043
 SU1043.Superseded values are not recommended for survey control.
 SU1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1043.See file dsdata.txt to determine how the superseded data were derived.
 SU1043
 SU1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN0701271398(NAD 83)
 SU1043
 SU1043  HISTORY     - Date     Condition        Report By
 SU1043  HISTORY     - 1968     MONUMENTED       CGS
 SU1043
 SU1043                          STATION DESCRIPTION
 SU1043
 SU1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SU1043'THE STATION IS THE SPIRE ATOP THE DRIVEWAY PEAK LOOK OUT HOUSE
 SU1043'AND IS LOCATED ABOUT 13 MILES NORTHEAST OF MULLAN, IDAHO, 6 MILES
 SU1043'EAST OF THE IDAHO-MONTANA STATE LINE AND ON THE SUMMIT OF DRIVEWAY
 SU1043'PEAK.  IT IS SUPPORTED BY FOUR LEGS AND IS ABOUT 60 FEET IN
 SU1043'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1044 ***********************************************************************
 SU1044  DESIGNATION -  DRIVEWAY RM A
 SU1044  PID         -  SU1044
 SU1044  STATE/COUNTY-  MT/SANDERS
 SU1044  USGS QUAD   -  DRIVEWAY PEAK (1988)
 SU1044
 SU1044                         *CURRENT SURVEY CONTROL
 SU1044  ___________________________________________________________________
 SU1044* NAD 83(1992)-  47 35 14.11216(N)    115 34 37.25693(W)     ADJUSTED  
 SU1044* NAVD 88     -      1953.4    (meters)    6409.     (feet)  VERTCON   
 SU1044  ___________________________________________________________________
 SU1044  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 SU1044  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SU1044
 SU1044  HORZ ORDER  -  FIRST
 SU1044
 SU1044.The horizontal coordinates were established by classical geodetic methods
 SU1044.and adjusted by the National Geodetic Survey in July 1992..
 SU1044
 SU1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1044
 SU1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1044
 SU1044.The geoid height was determined by GEOID03.
 SU1044
 SU1044;                    North         East     Units Scale Factor Converg.
 SU1044;SPC MT       -   388,541.394   143,607.929   MT  0.99944292   -4 26 43.3
 SU1044;SPC MT       - 1,274,742.11    471,154.62   iFT  0.99944292   -4 26 43.3
 SU1044;UTM  11      - 5,271,407.820   606,991.157   MT  0.99974067   +1 03 02.5
 SU1044
 SU1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1044!SPC MT       -   0.99969641  x   0.99944292  =   0.99913949
 SU1044!UTM  11      -   0.99969641  x   0.99974067  =   0.99943715
 SU1044
 SU1044:                Primary Azimuth Mark                     Grid Az
 SU1044:SPC MT       -  EDDY                                     104 26 18.1
 SU1044:UTM  11      -  EDDY                                     098 56 32.3
 SU1044
 SU1044|---------------------------------------------------------------------|
 SU1044| PID    Reference Object                     Distance      Geod. Az  |
 SU1044|                                                           dddmmss.s |
 SU1044| SU0986 EDDY                                APPROX.29.7 KM 0995934.8 |
 SU1044| SU1043 DRIVEWAY PEAK LO HOUSE               22.997 METERS 11520     |
 SU1044| SU1045 DRIVEWAY                             25.610 METERS 33536     |
 SU1044|---------------------------------------------------------------------|
 SU1044
 SU1044                          SUPERSEDED SURVEY CONTROL
 SU1044
 SU1044  NAD 83(1986)-  47 35 14.11673(N)    115 34 37.24757(W) AD(       ) 1
 SU1044  NAD 27      -  47 35 14.35425(N)    115 34 33.68282(W) AD(       ) 1
 SU1044  NGVD 29 (07/19/86) 1952.2    (m)         6405.     (f) VERT ANG       
 SU1044
 SU1044.Superseded values are not recommended for survey control.
 SU1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1044.See file dsdata.txt to determine how the superseded data were derived.
 SU1044
 SU1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN0699171408(NAD 83)
 SU1044_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU1044+STABILITY: SURFACE MOTION
 SU1044
 SU1044  HISTORY     - Date     Condition        Report By
 SU1044  HISTORY     - 1968     MONUMENTED       CGS
 SU1044
 SU1044                          STATION DESCRIPTION
 SU1044
 SU1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SU1044'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF MULLAN, IDAHO,
 SU1044'11 MILES WEST OF THOMPSON FALLS, 6 MILES EAST OF THE IDAHO-MONTANA
 SU1044'STATE LINE, AND ON THE SUMMIT OF DRIVEWAY PEAK.
 SU1044'
 SU1044'THE STATION MARK IS A STANDARD DISK STAMPED DRIVEWAY RM A 1968,
 SU1044'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 SU1044'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 SU1044'95-1/2 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A CABIN,
 SU1044'61 FEET WEST OF THE NORTHWEST LEG OF A FIRE TOWER AND 52 FEET
 SU1044'NORTH OF THE CENTER OF A ROAD.  NOTE 1B7A
 SU1044'
 SU1044'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DRIVEWAY
 SU1044'1968 AND THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION ARE
 SU1044'NOTED BELOW.
 SU1044'
 SU1044'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 SU1044'TRIANGULATION STATION DRIVEWAY 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0513 ***********************************************************************
 SQ0513  DESIGNATION -  DROPOFF
 SQ0513  PID         -  SQ0513
 SQ0513  STATE/COUNTY-  MT/GARFIELD
 SQ0513  USGS QUAD   -  BUFFALO HILL (1986)
 SQ0513
 SQ0513                         *CURRENT SURVEY CONTROL
 SQ0513  ___________________________________________________________________
 SQ0513* NAD 83(1992)-  47 35 40.55383(N)    106 45 55.12049(W)     ADJUSTED  
 SQ0513* NAVD 88     -       886.6    (meters)    2909.     (feet)  VERTCON   
 SQ0513  ___________________________________________________________________
 SQ0513  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 SQ0513  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SQ0513
 SQ0513  HORZ ORDER  -  FIRST
 SQ0513
 SQ0513.The horizontal coordinates were established by classical geodetic methods
 SQ0513.and adjusted by the National Geodetic Survey in July 1992..
 SQ0513
 SQ0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0513
 SQ0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0513
 SQ0513.The geoid height was determined by GEOID03.
 SQ0513
 SQ0513;                    North         East     Units Scale Factor Converg.
 SQ0513;SPC MT       -   375,231.866   805,514.748   MT  0.99944422   +2 00 01.6
 SQ0513;SPC MT       - 1,231,075.68  2,642,764.92   iFT  0.99944422   +2 00 01.6
 SQ0513;UTM  13      - 5,272,752.935   367,289.229   MT  0.99981643   -1 18 13.3
 SQ0513
 SQ0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0513!SPC MT       -   0.99986355  x   0.99944422  =   0.99930784
 SQ0513!UTM  13      -   0.99986355  x   0.99981643  =   0.99968000
 SQ0513
 SQ0513|---------------------------------------------------------------------|
 SQ0513| PID    Reference Object                     Distance      Geod. Az  |
 SQ0513|                                                           dddmmss.s |
 SQ0513| CQ5429 DROPOFF RM 1                          6.602 METERS 09616     |
 SQ0513| CQ5428 DROPOFF AZ MK                                      1800014.8 |
 SQ0513| CQ5430 DROPOFF RM 2                          8.193 METERS 19319     |
 SQ0513|---------------------------------------------------------------------|
 SQ0513
 SQ0513                          SUPERSEDED SURVEY CONTROL
 SQ0513
 SQ0513  NAD 83(1986)-  47 35 40.54915(N)    106 45 55.10656(W) AD(       ) 1
 SQ0513  NAD 27      -  47 35 40.53200(N)    106 45 52.88800(W) AD(       ) 1
 SQ0513  NGVD 29 (07/19/86)  885.9    (m)         2906.     (f) VERT ANG       
 SQ0513
 SQ0513.Superseded values are not recommended for survey control.
 SQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0513.See file dsdata.txt to determine how the superseded data were derived.
 SQ0513
 SQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN6728972753(NAD 83)
 SQ0513_MARKER: DS = TRIANGULATION STATION DISK
 SQ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0513
 SQ0513  HISTORY     - Date     Condition        Report By
 SQ0513  HISTORY     - 1948     MONUMENTED       CGS
 SQ0513  HISTORY     - 1957     GOOD             USGS
 SQ0513  HISTORY     - 1972     GOOD             USGS
 SQ0513
 SQ0513                          STATION DESCRIPTION
 SQ0513
 SQ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0513'THE STATION IS ABOUT 20 MILES NORTH OF JORDAN, AND ON A GRASSY
 SQ0513'KNOLL.
 SQ0513'
 SQ0513'TO REACH FROM THE POST OFFICE IN JORDAN, GO EAST ON STATE
 SQ0513'ROUTE 18 5.4 MILE TO A GRAVELED ROAD LEFT, TURN LEFT AND GO
 SQ0513'NORTH 7.8 MILES TO A CROSSROAD, CONTINUE NORTH ON A DIRT
 SQ0513'ROAD 6.4 MILES TO A LARGE GREEN MAIL BOX, THE MAIN ROAD TURNS
 SQ0513'RIGHT HERE, CONTINUE STRAIGHT AHEAD 0.6 MILE TO A RANCHHOUSE
 SQ0513'ON THE LEFT, CONTINUE NORTH 4.2 MILES TO A WOODEN GATE, PASS
 SQ0513'THROUGH THE GATE, CONTINUE STRAIGHT AHEAD 1.2 MILES TO THE
 SQ0513'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE STRAIGHT
 SQ0513'AHEAD 0.6 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO EAST
 SQ0513'0.2 MILE TO THE TOP OF A HILL AND THE STATION.
 SQ0513'
 SQ0513'STATION IS 5 FEET SOUTH OF A WITNESS POST.  THE MARK IS A
 SQ0513'STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP OF A
 SQ0513'12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 8 INCHES,
 SQ0513'AND THE DISK IS STAMPED DROPOFF 1948.
 SQ0513'
 SQ0513'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 SQ0513'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 8 INCHES,
 SQ0513'AND THE DISK IS STAMPED DROPOFF NO 1 1948.
 SQ0513'
 SQ0513'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 SQ0513'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 8 INCHES,
 SQ0513'AND THE DISK IS STAMPED DROPOFF NO 2 1948.
 SQ0513'
 SQ0513'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH-SOUTHEAST OF THE
 SQ0513'STATION, 24 FEET WEST OF A TRACK ROAD, AND 6 FEET NORTH OF A
 SQ0513'WITNESS POST.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET
 SQ0513'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 SQ0513'PROJECTS 7 INCHES, AND THE DISK IS STAMPED DROPOFF 1948.
 SQ0513'
 SQ0513'A 4-FOOT STAND WILL SEE STATIONS SNOW, BROWNING, SKUNK, GILBERT
 SQ0513'1934, AND SUTHERLAND.
 SQ0513'
 SQ0513'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SQ0513
 SQ0513                          STATION RECOVERY (1957)
 SQ0513
 SQ0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0513'TO REACH STATION FROM JORDAN P.O., GO E. ALONG STATE HWY 13
 SQ0513'5.5 MILES TO JCT. OF GRAVELED RD. N.  TURN LEFT AND PROCEED
 SQ0513'ON MAIN GRAVELED RD. TOWARD ABANDONED TOWN OF HAXBY 17.0
 SQ0513'MI. TO RD. LEADING N. TO BINNION RANCH HOUSE PASS THRU
 SQ0513'GATE AND CONTINUE 0.5 MILE TO BINNION RANCH HOUSE ON LEFT.
 SQ0513'GO THRU WOODEN GATE AND CONTINUE NORTHWESTERLY ALONG
 SQ0513'TRACK RD. 3.8 MILES TO WOODEN BRIDGE AND GATE.  CONTINUE N.
 SQ0513'THRU GATE 1.0 MILES TO T-JCT.  WITH RD. E. AT TOP OF RIDGE
 SQ0513'AND STEEP DROPOFF TURN RIGHT 0.2 MI. AND LEFT 0.1 MILE TO TOP
 SQ0513'OF HILL AND STATION.
 SQ0513
 SQ0513                          STATION RECOVERY (1972)
 SQ0513
 SQ0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 SQ0513'TO REACH THE STATION FROM THE POST OFFICE IN JORDAN, MONTANA
 SQ0513'GO EAST ON MONTANA STATE HIGHWAY 200.  TURN LEFT AND GO
 SQ0513'NORTH THEN EAST ON HIGHWAY 200 FOR 5.25 MILES TO A GRAVEL
 SQ0513'ROAD NORTH.  TURN LEFT AND GO NORTH ON MAIN GRAVEL ROAD FOR
 SQ0513'18.30 MILES TO A PRIVATE ROAD WEST AND A MAIL BOX MARKED A.R.
 SQ0513'HAYS.  TURN LEFT ON PRIVATE ROAD AND GO WEST FOR 0.60 MILE
 SQ0513'TO A REVERSE Y ROAD EAST OF THE RANCH HOUSE.  TURN LEFT AND
 SQ0513'GO SOUTHEAST ACROSS CREEK ON TRACK ROAD FOR 0.35 MILE TO A
 SQ0513'GATE.  TURN RIGHT AFTER PASSING THRU GATE AND GO WEST ON THE
 SQ0513'SOUTH SIDE OF THE FENCE FOR 0.45 MILE TO A GATE.  PASS THRU
 SQ0513'GATE AND GO NORTH AND WEST ON TRACK ROAD FOR 0.55 MILE TO A
 SQ0513'Y ROAD.  TAKE THE RIGHT FORK AND GO WEST AND NORTH FOR
 SQ0513'0.60 MILE TO A GATE.  PASS THRU GATE AND GO NORTH WEST
 SQ0513'CROSSING A CREEK AT 0.90 MILE.  CONTINUE ON MAIN TRACK
 SQ0513'ROAD EAST AND THEN NORTHWEST FOR 1.40 MILE TO A GATE.
 SQ0513'PASS THRU GATE AND CONTINUE ON TRACK ROAD FOR 0.95 MILE TO
 SQ0513'A GATE.  PASS THRU GATE AND CONTINUE NORTH AND THEN WEST
 SQ0513'ON MAIN TRACK ROAD FOR 1.30 MILES TO WHERE THE ROAD BENDS
 SQ0513'SOUTHWEST.  TURN RIGHT ACROSS COUNTRY FOR 0.05 MILE TO TOP
 SQ0513'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0974 ***********************************************************************
 RX0974  DESIGNATION -  DRUMMOND
 RX0974  PID         -  RX0974
 RX0974  STATE/COUNTY-  MT/GRANITE
 RX0974  USGS QUAD   -  DRUMMOND (1989)
 RX0974
 RX0974                         *CURRENT SURVEY CONTROL
 RX0974  ___________________________________________________________________
 RX0974* NAD 83(1992)-  46 38 18.31585(N)    113 10 40.40388(W)     ADJUSTED  
 RX0974* NAVD 88     -      1266.0    (meters)    4154.     (feet)  VERTCON   
 RX0974  ___________________________________________________________________
 RX0974  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 RX0974  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 RX0974
 RX0974  HORZ ORDER  -  FIRST
 RX0974
 RX0974.The horizontal coordinates were established by classical geodetic methods
 RX0974.and adjusted by the National Geodetic Survey in July 1992..
 RX0974
 RX0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0974
 RX0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0974
 RX0974.The geoid height was determined by GEOID03.
 RX0974
 RX0974;                    North         East     Units Scale Factor Converg.
 RX0974;SPC MT       -   272,012.281   318,661.401   MT  0.99941384   -2 41 25.4
 RX0974;SPC MT       -   892,428.74  1,045,477.04   iFT  0.99941384   -2 41 25.4
 RX0974;UTM  12      - 5,167,288.216   333,313.214   MT  0.99994152   -1 35 01.6
 RX0974
 RX0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0974!SPC MT       -   0.99980373  x   0.99941384  =   0.99921768
 RX0974!UTM  12      -   0.99980373  x   0.99994152  =   0.99974526
 RX0974
 RX0974:                Primary Azimuth Mark                     Grid Az
 RX0974:SPC MT       -  SADDLE                                   073 20 59.2
 RX0974:UTM  12      -  SADDLE                                   072 14 35.4
 RX0974
 RX0974|---------------------------------------------------------------------|
 RX0974| PID    Reference Object                     Distance      Geod. Az  |
 RX0974|                                                           dddmmss.s |
 RX0974| RX0972 SADDLE                              APPROX.13.4 KM 0703933.8 |
 RX0974| CN3422 DRUMMOND RM 1                        20.930 METERS 12028     |
 RX0974| CN3423 DRUMMOND RM 2                        16.770 METERS 21134     |
 RX0974| CN3424 DRUMMOND RM 3 AZIMUTH                              2985303.5 |
 RX0974|---------------------------------------------------------------------|
 RX0974
 RX0974                          SUPERSEDED SURVEY CONTROL
 RX0974
 RX0974  NAD 83(1986)-  46 38 18.32087(N)    113 10 40.39997(W) AD(       ) 1
 RX0974  NAD 27      -  46 38 18.57600(N)    113 10 37.16000(W) AD(       ) 1
 RX0974  NGVD 29 (05/15/92) 1264.9    (m)         4150.     (f) VERT ANG       
 RX0974
 RX0974.Superseded values are not recommended for survey control.
 RX0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0974.See file dsdata.txt to determine how the superseded data were derived.
 RX0974
 RX0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS3331367288(NAD 83)
 RX0974_MARKER: DS = TRIANGULATION STATION DISK
 RX0974_SETTING: 0 = UNSPECIFIED SETTING
 RX0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0974
 RX0974  HISTORY     - Date     Condition        Report By
 RX0974  HISTORY     - 1934     MONUMENTED       CGS
 RX0974  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RX0974  HISTORY     - 1956     GOOD             USGS
 RX0974  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0974
 RX0974                          STATION DESCRIPTION
 RX0974
 RX0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RX0974'THIS STATION IS ABOUT 2 MILES SW OF THE TOWN OF DRUMMOND, MONTANA.
 RX0974'
 RX0974'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 RX0974'WEDGED IN DRILL HOLES IN BOULDERS.
 RX0974'
 RX0974'AZIMUTH MARK IS 0.65 MILE W OF THE STATION ON THE SAME ROAD.
 RX0974'MARK IS ABOUT 36 FEET N FROM THE CENTER OF ROAD AND ABOUT 4
 RX0974'FEET S OF THE FENCE LINE.
 RX0974'
 RX0974'TO REACH STATION FROM DRUMMOND--TAKE THE PHILLIPSBURG
 RX0974'ROAD (STATE HIGHWAY 110) S FOR 2.6 MILES TO A CROSSROADS.
 RX0974'HERE TURN RIGHT AND GO 0.5 MILE TO THE TOP OF A SMALL RISE.
 RX0974'STATION IS ON THE RIGHT-HAND SIDE OF THE ROAD 38 FEET FROM
 RX0974'THE CENTER LINE OF THE ROAD.  IT IS ALSO 5 FEET S OF THE FENCE
 RX0974'LINE THAT PARALLELS THE ROAD.
 RX0974
 RX0974                          STATION RECOVERY (1954)
 RX0974
 RX0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 RX0974'THE STATION AND AZIMUTH MARK (REFERENCE MARK 3) WERE RECOVERED
 RX0974'AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 RX0974'WERE NOT RECOVERED.  ACCORDING TO INFORMATION FROM THE PROPERTY
 RX0974'OWNER, THEY WERE PROBABLY TORN OUT BY THE HIGHWAY DEPARTMENT.
 RX0974'
 RX0974'THE POINTS RECOVERED WERE BURIED UNDER ABOUT 2 IN. OF SOD
 RX0974'AND WERE VERY HARD TO FIND FROM THE DESCRIPTION, BUT THERE IS
 RX0974'NOTHING ELSE TO REFERENCE THEM TO.
 RX0974
 RX0974                          STATION RECOVERY (1956)
 RX0974
 RX0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RX0974'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46113-1, STATION 1003.
 RX0974'
 RX0974'STATION RECOVERED IN GOOD CONDITION BY USGS IN 1956 AS DESCRIBED.
 RX0974'
 RX0974'STATION MARK--USC AND GS BRONZE DISK.
 RX0974
 RX0974                          STATION RECOVERY (1979)
 RX0974
 RX0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CWS)
 RX0974'THIS STATION WAS SEARCHED FOR BUT UNABLE TO RECOVER ON THIS DATE
 RX0974'
 RX0974'RM 1 AND 2 REPORTED NOT RECOVERED IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0973 ***********************************************************************
 RX0973  DESIGNATION -  DRUMMOND MUN AIRPORT BEACON
 RX0973  PID         -  RX0973
 RX0973  STATE/COUNTY-  MT/GRANITE
 RX0973  USGS QUAD   -  HALL (1989)
 RX0973
 RX0973                         *CURRENT SURVEY CONTROL
 RX0973  ___________________________________________________________________
 RX0973* NAD 83(1992)-  46 37 17.63961(N)    113 12 22.09972(W)     ADJUSTED  
 RX0973* NAVD 88     -                                                        
 RX0973  ___________________________________________________________________
 RX0973  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 RX0973  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 RX0973
 RX0973  HORZ ORDER  -  THIRD
 RX0973
 RX0973.The horizontal coordinates were established by classical geodetic methods
 RX0973.and adjusted by the National Geodetic Survey in July 1992..
 RX0973
 RX0973
 RX0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0973
 RX0973.The geoid height was determined by GEOID03.
 RX0973
 RX0973;                    North         East     Units Scale Factor Converg.
 RX0973;SPC MT       -   270,243.721   316,413.556   MT  0.99941579   -2 42 39.8
 RX0973;SPC MT       -   886,626.38  1,038,102.22   iFT  0.99941579   -2 42 39.8
 RX0973;UTM  12      - 5,165,475.599   331,098.777   MT  0.99995066   -1 36 13.9
 RX0973
 RX0973                          SUPERSEDED SURVEY CONTROL
 RX0973
 RX0973  NAD 83(1986)-  46 37 17.64697(N)    113 12 22.09032(W) AD(       ) 4
 RX0973  NAD 27      -  46 37 17.90000(N)    113 12 18.85000(W) AD(       ) 3
 RX0973
 RX0973.Superseded values are not recommended for survey control.
 RX0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0973.See file dsdata.txt to determine how the superseded data were derived.
 RX0973
 RX0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS3109965476(NAD 83)
 RX0973
 RX0973  HISTORY     - Date     Condition        Report By
 RX0973  HISTORY     - 1956     MONUMENTED       CGS
 RX0973  HISTORY     - 1957     SEE DESCRIPTION  USE
 RX0973
 RX0973                          STATION DESCRIPTION
 RX0973
 RX0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0973'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF DRUMMOND.
 RX0973'IT IS A FOUR-LEGGED, STRUCTURAL STEEL TOWER, RED AND WHITE
 RX0973'IN COLOR, AND IS 55 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE
 RX0973'REVOLVING RED AND WHITE LIGHT AT THE TOP.
 RX0973
 RX0973                          STATION RECOVERY (1957)
 RX0973
 RX0973'RECOVERY NOTE BY US ENGINEERS 1957
 RX0973'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0490 ***********************************************************************
 QY0490  DESIGNATION -  DRY
 QY0490  PID         -  QY0490
 QY0490  STATE/COUNTY-  MT/JEFFERSON
 QY0490  USGS QUAD   -  DRY MOUNTAIN (1996)
 QY0490
 QY0490                         *CURRENT SURVEY CONTROL
 QY0490  ___________________________________________________________________
 QY0490* NAD 83(1992)-  45 57 51.55808(N)    112 12 44.31859(W)     ADJUSTED  
 QY0490* NAVD 88     -      2132.9    (meters)    6998.     (feet)  VERTCON   
 QY0490  ___________________________________________________________________
 QY0490  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 QY0490  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 QY0490
 QY0490  HORZ ORDER  -  THIRD
 QY0490
 QY0490.The horizontal coordinates were established by classical geodetic methods
 QY0490.and adjusted by the National Geodetic Survey in July 1992..
 QY0490
 QY0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0490
 QY0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0490
 QY0490.The geoid height was determined by GEOID03.
 QY0490
 QY0490;                    North         East     Units Scale Factor Converg.
 QY0490;SPC MT       -   194,152.295   389,895.315   MT  0.99955833   -1 59 02.6
 QY0490;SPC MT       -   636,982.60  1,279,184.10   iFT  0.99955833   -1 59 02.6
 QY0490;UTM  12      - 5,090,797.863   406,067.884   MT  0.99970847   -0 52 17.8
 QY0490
 QY0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0490!SPC MT       -   0.99966763  x   0.99955833  =   0.99922611
 QY0490!UTM  12      -   0.99966763  x   0.99970847  =   0.99937620
 QY0490
 QY0490:                Primary Azimuth Mark                     Grid Az
 QY0490:SPC MT       -  PLACER                                   328 03 56.9
 QY0490:UTM  12      -  PLACER                                   326 57 12.1
 QY0490
 QY0490|---------------------------------------------------------------------|
 QY0490| PID    Reference Object                     Distance      Geod. Az  |
 QY0490|                                                           dddmmss.s |
 QY0490| RX0902 PLACER                              APPROX. 8.8 KM 3260454.3 |
 QY0490|---------------------------------------------------------------------|
 QY0490
 QY0490                          SUPERSEDED SURVEY CONTROL
 QY0490
 QY0490  NAD 83(1986)-  45 57 51.55457(N)    112 12 44.31468(W) AD(       ) 3
 QY0490  NAD 27      -  45 57 51.82732(N)    112 12 41.32562(W) AD(       ) 3
 QY0490  NGVD 29 (07/19/86) 2131.7    (m)         6994.     (f) VERT ANG       
 QY0490
 QY0490.Superseded values are not recommended for survey control.
 QY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0490.See file dsdata.txt to determine how the superseded data were derived.
 QY0490
 QY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR0606890798(NAD 83)
 QY0490_MARKER: DD = SURVEY DISK
 QY0490_SETTING: 0 = UNSPECIFIED SETTING
 QY0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0490
 QY0490  HISTORY     - Date     Condition        Report By
 QY0490  HISTORY     - 1952     MONUMENTED       USGS
 QY0490
 QY0490                          STATION DESCRIPTION
 QY0490
 QY0490'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QY0490'STATION IS LOCATED APPROXIMATELY 9.3 AIRLINE MI. N. AND W. OF
 QY0490'WHITEHALL, MONTANA, ON THE HIGHEST POINT OF DRY RANGE THAT OVERLOOKS
 QY0490'LITTLE WHITETAIL CREEK TO THE E. AND THE RD. UP INTO LOWER WHITETAIL
 QY0490'PARK TO THE W., IN SEC. 34, T 3 N, R 5 W.
 QY0490'
 QY0490'TO REACH STATION FROM WHITEHALL, PROCEED W. ALONG U.S. HIGHWAY 105 4.3
 QY0490'MI. AND TURN RIGHT ON PIPESTONE ROAD (JUST W. OF NORTHERN PACIFIC
 QY0490'RAILROAD BRIDGE).  FOLLOW 4.0 MI. TO RD. FORK, TAKE RIGHT FORK 1.5 MI.
 QY0490'TO NORTHERN PACIFIC RAILROAD CROSSING, THEN 1.4 MI. TO RD. FORK AT
 QY0490'--DELMOE LAKE LOWER WHITETAIL PARK-- SIGN.  TAKE RIGHT (E.) RD. 0.5
 QY0490'MI. TO DEER-LODGE FOREST BOUNDARY FENCE AND THEN 1.8 MI. TO RD. FORK,
 QY0490'TAKE RIGHT FORK 1.1 MI.  STATION ON TOP OF RANGE TO IMMEDIATE RIGHT
 QY0490'(W.).  THREE QUARTER HOUR PACK FROM BASE OF RANGE UP ALONG GRASSY
 QY0490'RANGE TO NE. AND THEN S. ALONG TOP THROUGH TIMBER TO STATION.  STATION
 QY0490'ABOUT 1 FT. LOWER THAN THE TOP OF A ROCKY OUTCROP THAT POINTS OUT TO
 QY0490'THE N. OF A TIMBERED TOP, THE HIGHEST ON DRY RANGE.  DEAD BUSHY TREE
 QY0490'ABOUT 8 FT. S. OF STATION.
 QY0490'
 QY0490'STATION MARK--A STANDARD USGS TABLET, STAMPED ---DRY-1952---, AND
 QY0490'CEMENTED IN A ROCK CREVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0500 ***********************************************************************
 ST0500  DESIGNATION -  DRY
 ST0500  PID         -  ST0500
 ST0500  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0500  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0500
 ST0500                         *CURRENT SURVEY CONTROL
 ST0500  ___________________________________________________________________
 ST0500* NAD 83(1992)-  47 26 09.96796(N)    112 10 10.19653(W)     ADJUSTED  
 ST0500* NAVD 88     -      1321.1    (meters)    4334.     (feet)  VERTCON   
 ST0500  ___________________________________________________________________
 ST0500  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 ST0500  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 ST0500
 ST0500  HORZ ORDER  -  SECOND
 ST0500
 ST0500.The horizontal coordinates were established by classical geodetic methods
 ST0500.and adjusted by the National Geodetic Survey in July 1992..
 ST0500
 ST0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0500
 ST0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0500
 ST0500.The geoid height was determined by GEOID03.
 ST0500
 ST0500;                    North         East     Units Scale Factor Converg.
 ST0500;SPC MT       -   357,461.370   398,782.283   MT  0.99941992   -1 57 09.9
 ST0500;SPC MT       - 1,172,773.52  1,308,340.82   iFT  0.99941992   -1 57 09.9
 ST0500;UTM  12      - 5,254,291.337   411,814.715   MT  0.99969557   -0 51 41.1
 ST0500
 ST0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0500!SPC MT       -   0.99979517  x   0.99941992  =   0.99921521
 ST0500!UTM  12      -   0.99979517  x   0.99969557  =   0.99949081
 ST0500
 ST0500|---------------------------------------------------------------------|
 ST0500| PID    Reference Object                     Distance      Geod. Az  |
 ST0500|                                                           dddmmss.s |
 ST0500| CN3426 DRY RM 1                             19.215 METERS 09652     |
 ST0500| ST0493 MOUNTAIN STS TEL MICROWAVE MST      APPROX.10.2 KM 1360023.2 |
 ST0500| CN3427 DRY RM 2                             13.437 METERS 19431     |
 ST0500| CN3425 DRY AZ MK                                          1982321.4 |
 ST0500|---------------------------------------------------------------------|
 ST0500
 ST0500                          SUPERSEDED SURVEY CONTROL
 ST0500
 ST0500  NAD 83(1986)-  47 26 09.97242(N)    112 10 10.18090(W) AD(       ) 2
 ST0500  NAD 27      -  47 26 10.15510(N)    112 10 07.14280(W) AD(       ) 2
 ST0500  NGVD 29 (07/19/86) 1320.1    (m)         4331.     (f) VERT ANG       
 ST0500
 ST0500.Superseded values are not recommended for survey control.
 ST0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0500.See file dsdata.txt to determine how the superseded data were derived.
 ST0500
 ST0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1181554291(NAD 83)
 ST0500_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0500_SETTING: 80 = SET IN A BOULDER
 ST0500_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ST0500
 ST0500  HISTORY     - Date     Condition        Report By
 ST0500  HISTORY     - 1961     MONUMENTED       CGS
 ST0500
 ST0500                          STATION DESCRIPTION
 ST0500
 ST0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0500'STATION IS ON A LOW GRASS COVERED RIDGE, ABOUT 12 MILES
 ST0500'SOUTHEAST OF SIMMS, 11 MILES SOUTHEAST OF AUGUSTA AND 10 MILES
 ST0500'NORTH OF BOWMANS CORNER.
 ST0500'
 ST0500'TO REACH THE STATION FROM THE POST OFFICE IN SIMMS, GO NORTH FOR 0.05
 ST0500'MILE TO THE JUNCTION WITH STATE HIGHWAY 20.  TURN LEFT AND GO
 ST0500'WEST ON HIGHWAY 20 FOR 0.35 MILE TO A FORK OF STATE HIGHWAYS
 ST0500'20 AND 21.  TAKE LEFT FORK HIGHWAY 20 AND GO SOUTHWESTERLY
 ST0500'FOR 8.15 MILES TO A SIDE TRACK ROAD RIGHT AND A BILL BOARD
 ST0500'ON THE RIGHT FLORENCE MOTOR MOTEL.  CONTINUE STRAIGHT AHEAD ON
 ST0500'HIGHWAY 20 FOR 2.6 MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN
 ST0500'RIGHT AND GO NORTHWEST FOR 1.7 MILES TO A SIDE ROAD RIGHT AND
 ST0500'A GATE ACROSS THE ROAD.  CONTINUE STRAIGHT AHEAD ON GRAVELED
 ST0500'ROAD FOR 4.1 MILES TO A GATE ACROSS THE ROAD AND A
 ST0500'CATTLEGUARD.  CONTINUE WEST ON GRAVELED ROAD FOR 0.8 MILE TO
 ST0500'WHERE THE ROAD TURNS RIGHT AND SOME WIRE CORRALS ON THE
 ST0500'LEFT.  TURN LEFT THROUGH CORRALS AND TWO WIRE GATES FOR
 ST0500'0.1 MILE TO A GATE ON THE RIGHT.  TURN RIGHT, THROUGH GATE AND
 ST0500'GO WEST ON TRACK ROAD FOR 0.6 MILE TO A POWERLINE.  CONTINUE WEST
 ST0500'AND NORTHWEST ON TRACK ROAD FOR 0.7 MILE TO SOME OLD ABANDONED
 ST0500'RANCH BUILDINGS.  PASS BETWEEN BUILDINGS AND GO NORTHWEST ON
 ST0500'TRACK ROAD FOR 1.15 MILES TO A GATE.  PASS THROUGH GATE AND GO
 ST0500'NORTHERLY ON TRACK ROAD FOR 0.25 MILE TO A CROSS TRACK ROAD.
 ST0500'TURN LEFT AND GO WEST ON TRACK ROAD FOR 0.4 MILE TO JUST BEFORE
 ST0500'REACHING SOME OLD BUILDINGS.  TURN LEFT AND GO SOUTH AND WEST
 ST0500'ALONG SOME TRACKS FOR 0.25 MILE TO AN OLD FENCE LINE AND A LARGE
 ST0500'ROCK PILE FOR A FENCE SUPPORT.  TURN AND GO NORTH FOR 0.45
 ST0500'MILE TO THE HIGHEST POINT.  TURN RIGHT AND GO EAST FOR 0.3
 ST0500'MILE TO THE AZIMUTH MARK.  TURN LEFT AND GO NORTH FOR 0.3
 ST0500'MILE TO THE STATION.
 ST0500'
 ST0500'STATION MARK IS A STANDARD DISK, STAMPED DRY 1961, CEMENTED
 ST0500'IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER FLUSH WITH THE GROUND
 ST0500'SURFACE.  IT IS 2.3 FEET NORTH-NORTHEAST OF A WITNESS POST.
 ST0500'
 ST0500'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRY NO 1 1961,
 ST0500'SET IN A DRILL HOLE IN A 3 FT X 4 FT BOULDER PROJECTING 2
 ST0500'INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 ST0500'
 ST0500'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRY NO 2 1961,
 ST0500'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER FLUSH WITH
 ST0500'THE SURFACE OF THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 ST0500'STATION.
 ST0500'
 ST0500'AZIMUTH MARK IS A STANDARD DISK, STAMPED DRY 1961, CEMENTED
 ST0500'IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER PROJECTING 2 INCHES.
 ST0500'IT IS 148 FEET NORTH OF THE SOUTH SLOPE OF THE RIDGE AND 3.7
 ST0500'FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0594 ***********************************************************************
 TL0594  DESIGNATION -  DRY
 TL0594  PID         -  TL0594
 TL0594  STATE/COUNTY-  MT/TOOLE
 TL0594  USGS QUAD   -  ANTELOPE COULEE NW (1986)
 TL0594
 TL0594                         *CURRENT SURVEY CONTROL
 TL0594  ___________________________________________________________________
 TL0594* NAD 83(1992)-  48 40 55.70801(N)    111 39 53.07929(W)     ADJUSTED  
 TL0594* NAVD 88     -      1094.4    (meters)    3591.     (feet)  VERTCON   
 TL0594  ___________________________________________________________________
 TL0594  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 TL0594  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 TL0594
 TL0594  HORZ ORDER  -  THIRD
 TL0594
 TL0594.The horizontal coordinates were established by classical geodetic methods
 TL0594.and adjusted by the National Geodetic Survey in July 1992..
 TL0594
 TL0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0594
 TL0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0594
 TL0594.The geoid height was determined by GEOID03.
 TL0594
 TL0594;                    North         East     Units Scale Factor Converg.
 TL0594;SPC MT       -   494,725.035   440,645.225   MT  0.99982029   -1 35 00.7
 TL0594;SPC MT       - 1,623,113.63  1,445,686.43   iFT  0.99982029   -1 35 00.7
 TL0594;UTM  12      - 5,392,335.081   451,070.427   MT  0.99962941   -0 29 57.4
 TL0594
 TL0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0594!SPC MT       -   0.99983082  x   0.99982029  =   0.99965114
 TL0594!UTM  12      -   0.99983082  x   0.99962941  =   0.99946029
 TL0594
 TL0594                          SUPERSEDED SURVEY CONTROL
 TL0594
 TL0594  NAD 83(1986)-  48 40 55.70864(N)    111 39 53.06852(W) AD(       ) 3
 TL0594  NAD 27      -  48 40 55.74383(N)    111 39 50.03128(W) AD(       ) 3
 TL0594  NGVD 29 (07/19/86) 1093.4    (m)         3587.     (f) VERT ANG       
 TL0594
 TL0594.Superseded values are not recommended for survey control.
 TL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0594.See file dsdata.txt to determine how the superseded data were derived.
 TL0594
 TL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU5107092335(NAD 83)
 TL0594_MARKER: DS = TRIANGULATION STATION DISK
 TL0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0594+STABILITY: SURFACE MOTION
 TL0594
 TL0594  HISTORY     - Date     Condition        Report By
 TL0594  HISTORY     - 1964     MONUMENTED       CGS
 TL0594
 TL0594                          STATION DESCRIPTION
 TL0594
 TL0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0594'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF SHELBY, 14
 TL0594'MILES NORTH OF DUNKIRK AND 9 MILES EAST-SOUTHEAST OF OILMONT.
 TL0594'
 TL0594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND
 TL0594'2 NEAR THE WEST EDGE OF SHELBY, GO NORTH ON HIGHWAY 91 FOR
 TL0594'5.5 MILES TO AN OVERPASS.  CONTINUE NORTH ON THE HIGHWAY FOR
 TL0594'3.0 MILES TO A PAVED TURN-OUT ON THE LEFT.  CONTINUE NORTH ON THE
 TL0594'HIGHWAY FOR 3.8 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT.  TURN
 TL0594'RIGHT, EAST, (CROSS CATTLE GUARD) FOR 4.9 MILES TO 5 GRAIN
 TL0594'STORAGE BINS ON THE RIGHT.  CONTINUE EAST ON GRAVELED ROAD FOR
 TL0594'3.7 MILES TO A GRADED ROAD ON THE RIGHT AND A TRACK ROAD ON THE
 TL0594'LEFT.  THE AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF THIS
 TL0594'INTERSECTION.  (A U.S. FEDERAL LAND OFFICE MARK STAMPED R.M. 1
 TL0594'1923 IS 5 FEET NORTHWEST OF THE AZIMUTH MARK) TURN RIGHT,
 TL0594'SOUTH, ON THE GRADED ROAD FOR 1.0 MILE TO A TRACK ROAD
 TL0594'ON THE LEFT.  THEN LEFT, EAST, ALONG THE SOUTH SIDE OF A FIELD
 TL0594'FOR 0.05 MILE TO A CAIRN AND THE STATION ON THE LEFT.
 TL0594'
 TL0594'THE STATION MARK IS A STANDARD DISK STAMPED DRY 1964 SET IN A
 TL0594'CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER AND PROJECTS
 TL0594'8 INCHES.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED DRY
 TL0594'1964 SET IN A BLOCK OF CONCRETE ABOUT 3 FEET BELOW THE SURFACE
 TL0594'OF THE GROUND.
 TL0594'
 TL0594'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DRY NO 1 1964
 TL0594'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER THAT PROJECTS
 TL0594'6 INCHES.  IT IS ABOUT 36 FEET EAST OF THE STATION.
 TL0594'
 TL0594'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DRY NO 2 1964 SET
 TL0594'IN A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER AND
 TL0594'PROJECTS 6 INCHES.  IT IS ABOUT 36 FEET WEST OF THE STATION.
 TL0594'
 TL0594'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRY 1964 CEMENTED
 TL0594'IN A DRILL HOLE IN A 4 BY 4 FOOT BOULDER THAT PROJECTS 18 INCHES.
 TL0594'IT IS ABOUT 4 FEET EAST OF A POWER LINE POLE.
 TL0594'
 TL0594'THIS STATION WAS NOT OCCUPIED IN 1964.  THE FOLLOWING DESCRIPTION
 TL0594'IS FROM INFORMATION ON THE DAILY REPORT OF BUILDING FOREMAN
 TL0594'AND THE RECONNAISSANCE PARTY DESCRIPTION.
 TL0594'
 TL0594'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0494 ***********************************************************************
 SQ0494  DESIGNATION -  DRY
 SQ0494  PID         -  SQ0494
 SQ0494  STATE/COUNTY-  MT/GARFIELD
 SQ0494  USGS QUAD   -  ADA CREEK (1964)
 SQ0494
 SQ0494                         *CURRENT SURVEY CONTROL
 SQ0494  ___________________________________________________________________
 SQ0494* NAD 83(1992)-  47 17 16.47488(N)    106 30 14.22150(W)     ADJUSTED  
 SQ0494* NAVD 88     -       897.3    (meters)    2944.     (feet)  VERTCON   
 SQ0494  ___________________________________________________________________
 SQ0494  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 SQ0494  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 SQ0494
 SQ0494  HORZ ORDER  -  FIRST
 SQ0494
 SQ0494.The horizontal coordinates were established by classical geodetic methods
 SQ0494.and adjusted by the National Geodetic Survey in July 1992..
 SQ0494
 SQ0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0494
 SQ0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0494
 SQ0494.The geoid height was determined by GEOID03.
 SQ0494
 SQ0494;                    North         East     Units Scale Factor Converg.
 SQ0494;SPC MT       -   341,897.566   826,450.319   MT  0.99940415   +2 11 29.8
 SQ0494;SPC MT       - 1,121,711.17  2,711,451.18   iFT  0.99940415   +2 11 29.8
 SQ0494;UTM  13      - 5,238,256.074   386,277.983   MT  0.99975894   -1 06 18.6
 SQ0494
 SQ0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0494!SPC MT       -   0.99986185  x   0.99940415  =   0.99926608
 SQ0494!UTM  13      -   0.99986185  x   0.99975894  =   0.99962082
 SQ0494
 SQ0494|---------------------------------------------------------------------|
 SQ0494| PID    Reference Object                     Distance      Geod. Az  |
 SQ0494|                                                           dddmmss.s |
 SQ0494| CQ5433 DRY RM 1                             26.121 METERS 14630     |
 SQ0494| CQ5434 DRY RM 2                             11.104 METERS 20759     |
 SQ0494| CQ5431 DRY AZ MK                                          2655459.0 |
 SQ0494| CQ5432 DRY AZ MK 2                                        2774852.7 |
 SQ0494|---------------------------------------------------------------------|
 SQ0494
 SQ0494                          SUPERSEDED SURVEY CONTROL
 SQ0494
 SQ0494  NAD 83(1986)-  47 17 16.46449(N)    106 30 14.19482(W) AD(       ) 1
 SQ0494  NAD 27      -  47 17 16.47700(N)    106 30 12.04700(W) AD(       ) 1
 SQ0494  NGVD 29 (07/19/86)  896.6    (m)         2942.     (f) VERT ANG       
 SQ0494
 SQ0494.Superseded values are not recommended for survey control.
 SQ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0494.See file dsdata.txt to determine how the superseded data were derived.
 SQ0494
 SQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN8627838256(NAD 83)
 SQ0494_MARKER: DS = TRIANGULATION STATION DISK
 SQ0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SQ0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0494+STABILITY: SURFACE MOTION
 SQ0494
 SQ0494  HISTORY     - Date     Condition        Report By
 SQ0494  HISTORY     - 1934     MONUMENTED       CGS
 SQ0494  HISTORY     - 1964     GOOD             USGS
 SQ0494  HISTORY     - 1967     GOOD             CGS
 SQ0494
 SQ0494                          STATION DESCRIPTION
 SQ0494
 SQ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0494'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF VAN NORMAN POST
 SQ0494'OFFICE AND IS ON THE HIGHEST POINT OF A HIGH GRASSY HILL, THE
 SQ0494'HIGHEST POINT ON THE DIVIDE BETWEEN BIG DRY CREEK ON THE NORTH,
 SQ0494'LITTLE DRY CREEK ON THE EAST AND TAYLOR CREEK ON THE WEST.
 SQ0494'
 SQ0494'THE STATION MARK, PROJECTS 2 INCHES AND IS ON THE
 SQ0494'HIGHEST POINT OF THE HILL WHICH IS AT THE NORTH END OF THE
 SQ0494'HILL.  UNDERGROUND MARK SET IN IRREGULAR MASS OF CONCRETE.
 SQ0494'
 SQ0494'TO REACH THE STATION FROM VAN NORMAN POST OFFICE GO WEST ON THE
 SQ0494'GRADED ROAD TOWARD JORDAN 10.9 MILES TO AN UNIMPROVED ROAD ON
 SQ0494'THE LEFT.  (THERE IS A WOODEN MAIL BOX ON THREE POSTS AT THIS
 SQ0494'POINT).  TURN LEFT OR SOUTH ON UNIMPROVED ROAD, CROSS BIG DRY
 SQ0494'CREEK AND GO 1.2 MILES TO A GRADED CROSS ROAD.  (THERE IS
 SQ0494'SCHOOLHOUSE ABOUT 100 YARDS SOUTHWEST OF THIS INTERSECTION).
 SQ0494'TURN LEFT, EAST, AND GO 0.3 MILE.  THEN TURN RIGHT, SOUTH, AND
 SQ0494'GO 5.6 MILES TO A FENCE CORNER ON THE LEFT SIDE OF THE ROAD AT
 SQ0494'THE BOTTOM OF A GRADE.  HERE TURN LEFT AND GO 0.6 MILE ACROSS
 SQ0494'COUNTRY TO TOP OF HILL AND STATION.
 SQ0494'
 SQ0494'REFERENCE MARK NO. 1, IS SOUTHEAST OF THE STATION AND
 SQ0494'PROJECTS 2 INCHES.
 SQ0494'
 SQ0494'REFERENCE MARK NO. 2, IS WEST-SOUTHWEST OF THE STATION
 SQ0494'AND PROJECTS 3 INCHES.
 SQ0494'
 SQ0494'THE AZIMUTH MARK, IS WEST OF THE STATION AND IS IN
 SQ0494'AN 18- BY 3-FOOT OUTCROPPING SLAB OF BEDROCK ON THE WEST SIDE
 SQ0494'OF THE GRADED DIRT ROAD WHICH IS 0.6 MILE WEST OF THE STATION.
 SQ0494'
 SQ0494'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 SQ0494
 SQ0494                          STATION RECOVERY (1964)
 SQ0494
 SQ0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (GRS)
 SQ0494'RECOVERED BY USGS IN 1964.  NEW TO REACH DESCRIPTION SUBMITTED AS
 SQ0494'FOLLOWS
 SQ0494'
 SQ0494'JORDAN POST OFFICE, 17.8 MI. E. OF ALONG U.S. HIGHWAY 20 TO A JUNCTION
 SQ0494'OF A GRADED RD. LEADING S. TO THE H. B. ROSS RANCH, THENCE 5.6 MI. S.
 SQ0494'ALONG GRADED RD. TO JUNCTION OF A TRACK RD. LEADING E., THENCE 0.6 MI.
 SQ0494'E. TO A LARGE GRASSY HILL N. OF RD.
 SQ0494'
 SQ0494'NOTE--THE AZIMUTH MARK HAS BEEN DESTROYED BY RD. CONSTRUCTION WORK
 SQ0494'DURING OCTOBER 1964.  THE STATION MARK AND BOTH REFERENCE MARKS ARE
 SQ0494'IN GOOD CONDITION.
 SQ0494'
 SQ0494'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST ON THE N.
 SQ0494'END OF HILL AT HIGHEST POINT, STAMPED---DRY 1934---.
 SQ0494
 SQ0494                          STATION RECOVERY (1967)
 SQ0494
 SQ0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SQ0494'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SQ0494'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 SQ0494'FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE NEW
 SQ0494'DESCRIPTION FOLLOWS--
 SQ0494'
 SQ0494'THE STATION IS ABOUT 19 MILES EAST OF JORDAN, 4-1/2 MILES
 SQ0494'SOUTH OF STATE HIGHWAY 20, 0.6 MILE TO A GRADED ROAD AND ON
 SQ0494'THE NORTH END OF A SHORT RIDGE WHICH DROPS OFF ABRUPTLY TO THE
 SQ0494'NORTH AND SLOPES GENTLY TO THE SOUTH.
 SQ0494'
 SQ0494'THE STATION MARK, STAMPED DRY 1934, IS A STANDARD DISK SET IN
 SQ0494'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS ON THE
 SQ0494'ROCKY NORTH EDGE OF THE RIDGE, ABOUT 50 YARDS SOUTH OF A GUYED
 SQ0494'POLE ON A SINGLE POLE POWER LINE AND 25 FEET EAST OF A MUSHROOM
 SQ0494'SHAPED ROCK OUTCROP.
 SQ0494'
 SQ0494'REFERENCE MARK NO. 1, STAMPED DRY NO 1 1934, IS A STANDARD
 SQ0494'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 SQ0494'IS 85.7 FEET SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN THE
 SQ0494'STATION.
 SQ0494'
 SQ0494'REFERENCE MARK NO. 2, STAMPED DRY NO 2 1934, IS A STANDARD
 SQ0494'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT
 SQ0494'IS 36.4 FEET SOUTH-SOUTHWEST OF AND 3 FEET LOWER THAN THE STATION.
 SQ0494'ON THE WESTERN EDGE OF THE RIDGE AND 6 YARDS SOUTH OF THE MUSHROOM
 SQ0494'SHAPED OUTCROP.
 SQ0494'
 SQ0494'THE ORIGINAL AZIMUTH MARK WAS NOT FOUND.  A NEW AZIMUTH MARK WAS
 SQ0494'ESTABLISHED, IT IS A STANDARD DISK SET IN A 6 X 8-FOOT ROCK
 SQ0494'OUTCROP WHICH PROJECTS 2 FEET ON THE SOUTH AND SLOPES DOWNWARD TO
 SQ0494'THE NORTH.  THIS IS THE EASTERN ONE OF THREE LARGE OUTCROPS ON
 SQ0494'THE NORTHERN EDGE OF A SMALL KNOLL, 18 YARDS WEST OF THE CENTER
 SQ0494'OF THE ROAD AND ABOUT 100 YARDS SOUTH OF A SINGLE POLE POWER
 SQ0494'LINE WHICH CROSSES THE ROAD.  THE DISK IS STAMPED DRY 1934 AZ 2
 SQ0494'1967, THERE IS A DOMED SHAPED ROCK AND SEVERAL SMALL BUTTES
 SQ0494'0.15 MILE NORTH OF THE MARK.
 SQ0494'
 SQ0494'TO REACH THE STATION FROM THE MAIN INTERSECTION IN JORDAN GO
 SQ0494'EAST ON STATE HIGHWAY 20 FOR 14.0 MILES TO A BRIDGE OR BIG DRY
 SQ0494'CREEK, CONTINUE EAST 3.8 MILES TO A CROSS ROAD AND SIGN H.B. ROTH,
 SQ0494'TURN RIGHT AND GO SOUTH 5.35 MILES TO A POWER LINE CROSSING THE
 SQ0494'ROAD, CONTINUE SOUTH 0.05 MILE TO THREE LARGE OUTCROPS ON THE
 SQ0494'RIGHT AND THE AZIMUTH MARK, CONTINUE SOUTH 0.2 MILE TO A FILL IN
 SQ0494'THE DITCH ON EACH SIDE OF THE ROAD, TURN LEFT ACROSS DITCH AND
 SQ0494'GO SOUTH PARALLEL TO THE ROAD FOR 0.05 MILE TO A TRACK ROAD,
 SQ0494'TURN LEFT AND GO EAST ON THE TRACK ROAD 0.6 MILE TO A RIDGE,
 SQ0494'TURN LEFT AND GO NORTHERLY ALONG THE WEST SIDE OF THE RIDGE
 SQ0494'0.05 MILE TO SUMMIT OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1512 ***********************************************************************
 SS1512  DESIGNATION -  DRY
 SS1512  PID         -  SS1512
 SS1512  STATE/COUNTY-  MT/JUDITH BASIN
 SS1512  USGS QUAD   -  WOLF BUTTE (1995)
 SS1512
 SS1512                         *CURRENT SURVEY CONTROL
 SS1512  ___________________________________________________________________
 SS1512* NAD 83(1992)-  47 00 34.89258(N)    110 28 02.93653(W)     ADJUSTED  
 SS1512* NAVD 88     -      2166.8    (meters)    7109.     (feet)  VERTCON   
 SS1512  ___________________________________________________________________
 SS1512  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 SS1512  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 SS1512
 SS1512  HORZ ORDER  -  SECOND
 SS1512
 SS1512.The horizontal coordinates were established by classical geodetic methods
 SS1512.and adjusted by the National Geodetic Survey in July 1992..
 SS1512
 SS1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1512
 SS1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1512
 SS1512.The geoid height was determined by GEOID03.
 SS1512
 SS1512;                    North         East     Units Scale Factor Converg.
 SS1512;SPC MT       -   307,108.351   526,477.023   MT  0.99939264   -0 42 27.8
 SS1512;SPC MT       - 1,007,573.33  1,727,286.82   iFT  0.99939264   -0 42 27.8
 SS1512;UTM  12      - 5,206,378.784   540,477.598   MT  0.99962014   +0 23 22.3
 SS1512
 SS1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1512!SPC MT       -   0.99966229  x   0.99939264  =   0.99905513
 SS1512!UTM  12      -   0.99966229  x   0.99962014  =   0.99928256
 SS1512
 SS1512:                Primary Azimuth Mark                     Grid Az
 SS1512:SPC MT       -  LONE                                     007 55 15.3
 SS1512:UTM  12      -  LONE                                     006 49 25.2
 SS1512
 SS1512|---------------------------------------------------------------------|
 SS1512| PID    Reference Object                     Distance      Geod. Az  |
 SS1512|                                                           dddmmss.s |
 SS1512| SS1514 LONE                                APPROX.18.3 KM 0071247.5 |
 SS1512| CQ5437 DRY RM 1                              6.338 METERS 10132     |
 SS1512| CQ5438 DRY RM 2                              8.166 METERS 32659     |
 SS1512|---------------------------------------------------------------------|
 SS1512
 SS1512                          SUPERSEDED SURVEY CONTROL
 SS1512
 SS1512  NAD 83(1986)-  47 00 34.88927(N)    110 28 02.91880(W) AD(       ) 2
 SS1512  NAD 27      -  47 00 35.01180(N)    110 28 00.14840(W) AD(       ) 2
 SS1512  NGVD 29 (07/19/86) 2165.7    (m)         7105.     (f) VERT ANG       
 SS1512
 SS1512.Superseded values are not recommended for survey control.
 SS1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1512.See file dsdata.txt to determine how the superseded data were derived.
 SS1512
 SS1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT4047806379(NAD 83)
 SS1512_MARKER: DS = TRIANGULATION STATION DISK
 SS1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1512
 SS1512  HISTORY     - Date     Condition        Report By
 SS1512  HISTORY     - 1961     MONUMENTED       CGS
 SS1512
 SS1512                          STATION DESCRIPTION
 SS1512
 SS1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1512'THE STATION IS LOCATED ON THE NORTH SLOPE OF A HIGH HILL ABOUT
 SS1512'14 MILES SOUTHWEST OF STANFORD AND 16 MILES SOUTHWEST OF WINDHAM,
 SS1512'AT THE SOUTHWEST EDGE OF A ROUGH AREA WHERE A BULLDOZER WAS USED
 SS1512'TO REMOVE THE OVERBURDEN IN MINING OPERATIONS.
 SS1512'
 SS1512'TO REACH THE STATION FROM THE AIRPORT AT THE SOUTHWEST EDGE
 SS1512'OF STANFORD, GO NORTHWEST ON U.S. HIGHWAY 87 FOR 1.1 MILES TO
 SS1512'A SIDE ROAD LEFT, TURN LEFT AND FOLLOW THE GRAVELED ROAD
 SS1512'SOUTH FOR 4.2 MILES TO A FORK, TAKE THE RIGHT FORK AS PER SIGN
 SS1512'DRY WOLF CREEK AND GO SOUTHWESTERLY FOR 7.3 MILES TO A CATTLE
 SS1512'GUARD, CONTINUE WESTERLY FOR 1.2 MILES TO A ROAD LEFT.  TURN
 SS1512'LEFT AS PER SIGN WILLOW CREEK AND GO SOUTHEAST ON THE MAIN
 SS1512'GRAVELED ROAD FOR 1.5 MILES TO A CATTLE GUARD AND TRACK ROAD
 SS1512'RIGHT IMMEDIATELY BEYOND.  TURN RIGHT ON THE TRACK ROAD
 SS1512'AND GO 0.15 TO A WIRE GATE, GO THROUGH THE GATE INTO THE
 SS1512'LEWIS AND CLARK NATIONAL FOREST AND CONTINUE ON THE
 SS1512'TRACK ROAD FOR 0.8 MILE TO A WIRE GATE, GO THROUGH THE GATE
 SS1512'AND CONTINUE AHEAD FOR 0.1 MILE TO A MEADOW AND DIM TRACK ROAD
 SS1512'LEFT, TURN LEFT UP THE MEADOW AND GO 0.15 MILE TO A LOCKED
 SS1512'GATE.  DRIVE AROUND THE GATE AND UP A CANYON, THEN UP THE STEEP
 SS1512'SWITCHBACK ROAD FOR 3.1 MILES TO THE END OF TRUCK TRAVEL AT THE
 SS1512'TOP OF THE GRADE AND THE NORTH EDGE OF THE MINING AREA.  PACK
 SS1512'SOUTH ACROSS THE ROUGH GROUND TO THE HIGHEST POINT OF THE
 SS1512'CLEARED SPACE FOR ABOUT 3 MINUTES TO THE STATION.
 SS1512'
 SS1512'THE STATION MARK IS A STANDARD DISK STAMPED DRY 1961, SET IN
 SS1512'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS 5.1
 SS1512'FEET NORTH OF A WITNESS POST.
 SS1512'
 SS1512'R.M. 1 IS A STANDARD DISK STAMPED DRY NO 1 1961, SET IN A SQUARE
 SS1512'CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 18.6 FEET EAST OF
 SS1512'THE WITNESS POST AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 SS1512'
 SS1512'R.M. 2 IS A STANDARD DISK STAMPED DRY NO 2 1961, SET IN A
 SS1512'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 27.6
 SS1512'FEET NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0562 ***********************************************************************
 RW0562  DESIGNATION -  DRY
 RW0562  PID         -  RW0562
 RW0562  STATE/COUNTY-  MT/BROADWATER
 RW0562  USGS QUAD   -  SULPHUR BAR CREEK (1971)
 RW0562
 RW0562                         *CURRENT SURVEY CONTROL
 RW0562  ___________________________________________________________________
 RW0562* NAD 83(1992)-  46 15 12.99403(N)    111 14 56.22144(W)     ADJUSTED  
 RW0562* NAVD 88     -      1885.     (meters)    6184.     (feet)  SCALED    
 RW0562  ___________________________________________________________________
 RW0562  LAPLACE CORR-          10.86  (seconds)                    DEFLEC99
 RW0562  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 RW0562
 RW0562  HORZ ORDER  -  THIRD
 RW0562
 RW0562.The horizontal coordinates were established by classical geodetic methods
 RW0562.and adjusted by the National Geodetic Survey in July 1992..
 RW0562
 RW0562.The orthometric height was scaled from a topographic map.
 RW0562
 RW0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0562
 RW0562.The geoid height was determined by GEOID03.
 RW0562
 RW0562;                    North         East     Units Scale Factor Converg.
 RW0562;SPC MT       -   224,158.723   465,222.210   MT  0.99947965   -1 16 45.7
 RW0562;SPC MT       -   735,428.88  1,526,319.59   iFT  0.99947965   -1 16 45.7
 RW0562;UTM  12      - 5,122,255.985   480,811.457   MT  0.99960453   -0 10 47.4
 RW0562
 RW0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0562!SPC MT       -   0.99970642  x   0.99947965  =   0.99918622
 RW0562!UTM  12      -   0.99970642  x   0.99960453  =   0.99931106
 RW0562
 RW0562                          SUPERSEDED SURVEY CONTROL
 RW0562
 RW0562  NAD 83(1986)-  46 15 12.98898(N)    111 14 56.20603(W) AD(       ) 3
 RW0562
 RW0562.Superseded values are not recommended for survey control.
 RW0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0562.See file dsdata.txt to determine how the superseded data were derived.
 RW0562
 RW0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS8081122256(NAD 83)
 RW0562_MARKER: DD = SURVEY DISK
 RW0562_SETTING: 66 = SET IN ROCK OUTCROP
 RW0562_SP_SET: SET IN ROCK OUTCROP
 RW0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0562+STABILITY: POSITION/ELEVATION WELL
 RW0562
 RW0562  HISTORY     - Date     Condition        Report By
 RW0562  HISTORY     - 1962     MONUMENTED       USFS
 RW0562
 RW0562                          STATION DESCRIPTION
 RW0562
 RW0562'DESCRIBED BY US FOREST SERVICE 1962
 RW0562'STATION IS ON A ROCKY RIDGE, BARE ON THE W., TREE COVERED ON THE E.,
 RW0562'IN T 6 N, R 4 E, PRINCIPAL MAR.
 RW0562'
 RW0562'TO REACH FROM TOWNSEND POST OFFICE DRIVE E. ON HIGHWAY 12 FOR
 RW0562'APPROXIMATELY 10 MI. TO DEEP CREEK BAR.  TURN RIGHT ON DIRT RD. AND
 RW0562'DRIVE FOR APPROXIMATELY 4.5 MI. TO INTERSECTION WITH RIDGE ROAD.
 RW0562'TURN LEFT ON RIDGE ROAD FOR APPROXIMATELY 1-1/2 MI. TO TURN IN RD.
 RW0562'TO RIGHT, ONTO A TANGENT ABOUT 0.5 MI. IN LENGTH BEARING S.  AT END
 RW0562'OF THIS, TANGENT RD. TURNS SHARPLY LEFT.  AT THIS POINT A TRACK RD.
 RW0562'LEADS TO THE RIGHT THROUGH A GATE IN FENCE.  FOLLOW THIS ABOUT 0.3
 RW0562'MI.  TURN RIGHT ON RIDGE TOP AND PROCEED APPROXIMATELY 12 MI. TO
 RW0562'BOTTOM OF PEAK.  HIKE TO TOP OF PEAK.
 RW0562'
 RW0562'STATION MARK--STANDARD USDA FOREST SERVICE BRONZE TABLET
 RW0562'STAMPED---DRY, 1962, USFS---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1027 ***********************************************************************
 SR1027  DESIGNATION -  DRY ET
 SR1027  PID         -  SR1027
 SR1027  STATE/COUNTY-  MT/PHILLIPS
 SR1027  USGS QUAD   -  DRY FORK RIDGE (1965)
 SR1027
 SR1027                         *CURRENT SURVEY CONTROL
 SR1027  ___________________________________________________________________
 SR1027* NAD 83(1992)-  47 48 39.37332(N)    108 13 13.75555(W)     ADJUSTED  
 SR1027* NAVD 88     -       935.5    (meters)    3069.     (feet)  VERTCON   
 SR1027  ___________________________________________________________________
 SR1027  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 SR1027  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SR1027
 SR1027  HORZ ORDER  -  THIRD
 SR1027  VERT ORDER  -  THIRD ? (See Below)
 SR1027
 SR1027.The horizontal coordinates were established by classical geodetic methods
 SR1027.and adjusted by the National Geodetic Survey in July 1992..
 SR1027
 SR1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1027.The vertical order pertains to the NGVD 29 superseded value.
 SR1027
 SR1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1027
 SR1027.The geoid height was determined by GEOID03.
 SR1027
 SR1027;                    North         East     Units Scale Factor Converg.
 SR1027;SPC MT       -   396,466.815   695,779.261   MT  0.99948984   +0 56 09.5
 SR1027;SPC MT       - 1,300,744.14  2,282,740.36   iFT  0.99948984   +0 56 09.5
 SR1027;UTM  12      - 5,299,028.148   708,087.633   MT  1.00013211   +2 03 36.6
 SR1027
 SR1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1027!SPC MT       -   0.99985585  x   0.99948984  =   0.99934576
 SR1027!UTM  12      -   0.99985585  x   1.00013211  =   0.99998794
 SR1027
 SR1027:                Primary Azimuth Mark                     Grid Az
 SR1027:SPC MT       -  CHARM ET                                 352 07 35.1
 SR1027:UTM  12      -  CHARM ET                                 351 00 08.0
 SR1027
 SR1027|---------------------------------------------------------------------|
 SR1027| PID    Reference Object                     Distance      Geod. Az  |
 SR1027|                                                           dddmmss.s |
 SR1027| SR1028 CHARM ET                            APPROX.17.3 KM 3530344.6 |
 SR1027|---------------------------------------------------------------------|
 SR1027
 SR1027                          SUPERSEDED SURVEY CONTROL
 SR1027
 SR1027  NAD 83(1986)-  47 48 39.36633(N)    108 13 13.74045(W) AD(       ) 3
 SR1027  NAD 27      -  47 48 39.37853(N)    108 13 11.28456(W) AD(       ) 3
 SR1027  NGVD 29 (07/19/86)  934.7    (m)         3067.     (f) LEVELING    3  
 SR1027
 SR1027.Superseded values are not recommended for survey control.
 SR1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1027.See file dsdata.txt to determine how the superseded data were derived.
 SR1027
 SR1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT0808899028(NAD 83)
 SR1027_MARKER: DD = SURVEY DISK
 SR1027_SETTING: 66 = SET IN ROCK OUTCROP
 SR1027_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SR1027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR1027+STABILITY: POSITION/ELEVATION WELL
 SR1027
 SR1027  HISTORY     - Date     Condition        Report By
 SR1027  HISTORY     - 1965     MONUMENTED       USGS
 SR1027
 SR1027                          STATION DESCRIPTION
 SR1027
 SR1027'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SR1027'STATION ON THE HIGHEST PART OF A PROMINENT RIDGE BETWEEN DRY FORK AND
 SR1027'BEAUCHAMP CREEK.  STATION ABOUT 6.0 MI. (AIRLINE) SE. OF COBURN BUTTE
 SR1027'AND ABOUT 15 MI. NNW. OF THE MOUTH OF BEAUCHAMP CREEK.
 SR1027'
 SR1027'TO REACH FROM MALTA POST OFFICE, GO SOUTHERLY ON U.S. HIGHWAY 191 37
 SR1027'MI. TO GRAVEL CROSSROAD.  THIS POINT IS 0.9 MI. N. OF THE NORTH
 SR1027'ZORTMAN ROAD JUNCTION.  TURN LEFT OFF HIGHWAY FOR 1.1 MI. TO RANCH
 SR1027'HEADQUARTERS AND RD. JUNCTION AT LARGE LOG BUNK HOUSE, TURN RIGHT AND
 SR1027'GO SOUTHERLY (CROSSING BEAVER CREEK) ALONG MAIN TRAVELED RANCH RD. 5.5
 SR1027'MI. TO WIRE GATE NEAR TANK.  PASS THRU WIRE GATE AND CONTINUE ON MAIN
 SR1027'TRAVELED RANCH RD. 1.1 MI. TO TRAIL CROSSING IN SADDLE, TURN LEFT AND
 SR1027'FOLLOW RIDGE RD. 3.9 MI. TO HIGHEST POINT ON RIGHT AND STATION.
 SR1027'STATION IS ACCESSIBLE IN DRY WEATHER BY TWO-WHEEL DRIVE PICKUP.
 SR1027'
 SR1027'STATION MARK--STANDARD TABLET STAMPED ---DRY-ET 1965---, SET IN DRILL
 SR1027'HOLE IN ROCK OUTCROP PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0616 ***********************************************************************
 SQ0616  DESIGNATION -  DRY ET
 SQ0616  PID         -  SQ0616
 SQ0616  STATE/COUNTY-  MT/GARFIELD
 SQ0616  USGS QUAD   -  VAN DUSEN SPRING (1965)
 SQ0616
 SQ0616                         *CURRENT SURVEY CONTROL
 SQ0616  ___________________________________________________________________
 SQ0616* NAD 83(1992)-  47 07 21.14575(N)    107 14 22.16362(W)     ADJUSTED  
 SQ0616* NAVD 88     -       987.     (meters)    3238.     (feet)  SCALED    
 SQ0616  ___________________________________________________________________
 SQ0616  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 SQ0616  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 SQ0616
 SQ0616  HORZ ORDER  -  THIRD
 SQ0616
 SQ0616.The horizontal coordinates were established by classical geodetic methods
 SQ0616.and adjusted by the National Geodetic Survey in July 1992..
 SQ0616
 SQ0616.The orthometric height was scaled from a topographic map.
 SQ0616
 SQ0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0616
 SQ0616.The geoid height was determined by GEOID03.
 SQ0616
 SQ0616;                    North         East     Units Scale Factor Converg.
 SQ0616;SPC MT       -   321,665.778   771,404.212   MT  0.99939447   +1 39 12.9
 SQ0616;SPC MT       - 1,055,333.92  2,530,853.71   iFT  0.99939447   +1 39 12.9
 SQ0616;UTM  13      - 5,221,215.066   330,134.303   MT  0.99995463   -1 38 29.4
 SQ0616
 SQ0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0616!SPC MT       -   0.99984767  x   0.99939447  =   0.99924223
 SQ0616!UTM  13      -   0.99984767  x   0.99995463  =   0.99980231
 SQ0616
 SQ0616                          SUPERSEDED SURVEY CONTROL
 SQ0616
 SQ0616  NAD 83(1986)-  47 07 21.14034(N)    107 14 22.14333(W) AD(       ) 3
 SQ0616
 SQ0616.Superseded values are not recommended for survey control.
 SQ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0616.See file dsdata.txt to determine how the superseded data were derived.
 SQ0616
 SQ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN3013421215(NAD 83)
 SQ0616_MARKER: DS = TRIANGULATION STATION DISK
 SQ0616_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0616_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0616
 SQ0616  HISTORY     - Date     Condition        Report By
 SQ0616  HISTORY     - 1965     MONUMENTED       USGS
 SQ0616
 SQ0616                          STATION DESCRIPTION
 SQ0616
 SQ0616'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0616'STATION IS IN GARFIELD COUNTY, MONTANA, ABOUT 3.0 MI. S. AND 5.0 MI.
 SQ0616'E. OF EDWARDS ON A PROMINENT BADLAND BUTTE OVERLOOKING BIG DRY CREEK
 SQ0616'TO THE N.
 SQ0616'
 SQ0616'TO REACH FROM JORDAN, GO WESTERLY ON STATE HIGHWAY 20 FOR 17.4 MI. TO
 SQ0616'A BLADED T-RD. S. THAT IS 0.7 MI. W. OF A FRAME SCHOOL HOUSE.  TURN
 SQ0616'LEFT (S.) ON BLADED RD. FOR 1.4 MI. TO A FORK.  KEEP RIGHT ON BLADED
 SQ0616'RD. FOR 3.0 MI. TO FIELD RD. RIGHT.  KEEP RIGHT (WESTERLY) ON TRACK
 SQ0616'RD. FOR 2.6 MI. TO A POINT OPPOSITE BLACK BADLAND BUTTE 0.3 MI. S.
 SQ0616'LEAVE TRACK RD. AND DRIVE SOUTHERLY 0.3 MI. TO FOOT OF BUTTE AND PACK
 SQ0616'TO STATION, A 2 MINUTE PACK.
 SQ0616'
 SQ0616'STATION MARK--STANDARD USGS TABLET SET IN 4 IN. IRON PIPE, PROJECTING
 SQ0616'0.2 FT., STAMPED---DRY ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0595 ***********************************************************************
 SQ0595  DESIGNATION -  DRY FORK
 SQ0595  PID         -  SQ0595
 SQ0595  STATE/COUNTY-  MT/GARFIELD
 SQ0595  USGS QUAD   -  YORK ISLAND (1972)
 SQ0595
 SQ0595                         *CURRENT SURVEY CONTROL
 SQ0595  ___________________________________________________________________
 SQ0595* NAD 83(1992)-  47 56 43.70966(N)    106 22 43.04312(W)     ADJUSTED  
 SQ0595* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 SQ0595  ___________________________________________________________________
 SQ0595  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 SQ0595  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 SQ0595
 SQ0595  HORZ ORDER  -  THIRD
 SQ0595
 SQ0595.The horizontal coordinates were established by classical geodetic methods
 SQ0595.and adjusted by the National Geodetic Survey in July 1992..
 SQ0595
 SQ0595.The orthometric height was scaled from a topographic map.
 SQ0595
 SQ0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0595
 SQ0595.The geoid height was determined by GEOID03.
 SQ0595
 SQ0595;                    North         East     Units Scale Factor Converg.
 SQ0595;SPC MT       -   415,279.510   833,006.865   MT  0.99952548   +2 16 59.9
 SQ0595;SPC MT       - 1,362,465.58  2,732,962.16   iFT  0.99952548   +2 16 59.9
 SQ0595;UTM  13      - 5,311,159.713   397,053.606   MT  0.99973022   -1 01 25.4
 SQ0595
 SQ0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0595!SPC MT       -   0.99988703  x   0.99952548  =   0.99941257
 SQ0595!UTM  13      -   0.99988703  x   0.99973022  =   0.99961728
 SQ0595
 SQ0595                          SUPERSEDED SURVEY CONTROL
 SQ0595
 SQ0595  NAD 83(1986)-  47 56 43.70798(N)    106 22 43.03216(W) AD(       ) 3
 SQ0595
 SQ0595.Superseded values are not recommended for survey control.
 SQ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0595.See file dsdata.txt to determine how the superseded data were derived.
 SQ0595
 SQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP9705411160(NAD 83)
 SQ0595_MARKER: P = PIPE CAP
 SQ0595_SETTING: 0 = UNSPECIFIED SETTING
 SQ0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0595
 SQ0595  HISTORY     - Date     Condition        Report By
 SQ0595  HISTORY     - 1889     MONUMENTED       MORC
 SQ0595  HISTORY     - 1972     GOOD             USGS
 SQ0595
 SQ0595                          STATION DESCRIPTION
 SQ0595
 SQ0595'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SQ0595'FOLLOWING DESCRIPTION BY MORC
 SQ0595'
 SQ0595'DRY FORK IS ON RIGHT BANK, ON HIGH KNOLL ABOUT 1 MI. FROM RIVER AND
 SQ0595'ABOUT 1 MI. BELOW DRY FORK CREEK.  TIGER BUTTE BEARS N. 29 DEGREES
 SQ0595'44 MINUTES W. (TRUE), AND IS ABOUT 14 MI. FROM TRIANGULATION STATION.
 SQ0595'LION BUTTE BEARS FROM TRIANGULATION STATION N. 51 DEGREES 05 MINUTES
 SQ0595'E. (TRUE), AND IS ABOUT 5 MI. DISTANT.
 SQ0595'
 SQ0595'RECOVERED BY USGS, IN GOOD CONDITION, IN 1972 AND REDESCRIBED AS
 SQ0595'FOLLOWS
 SQ0595'
 SQ0595'TO REACH THE STATION FROM THE S. END OF THE SPILLWAY AT FORT PECK
 SQ0595'RESERVOIR, GO S. ON MONTANA HIGHWAY 24 FOR 8.10 MI. TO A TRACK RD. S.,
 SQ0595'TURN RIGHT AND GO S. AND W. ON THE TRACK RD. FOR 5.10 MI. TO A Y-RD.,
 SQ0595'TAKE RIGHT FORK AND CONTINUE SW. ON TRACK RD. FOR 0.50 MI. TO A Y-RD.,
 SQ0595'TAKE RIGHT FORK AND CONTINUE W. ON TRACK RD. FOR 2.00 MI. TO A Y-RD.,
 SQ0595'TAKE RIGHT FORK AND CONTINUE NW. ON TRACK RD. FOR 0.60 MI. TO A Y-RD.,
 SQ0595'TAKE LEFT FORK AND CONTINUE NW. FOR 0.9 MI. TO A Y-RD., TAKE RIGHT
 SQ0595'FORK AND CONTINUE NW. FOR 0.8 MI. TO A Y-RD., TAKE LEFT FORK AND
 SQ0595'CONTINUE NW. FOR 0.2 MI. TO STATION WOLF TIE TO RIGHT OF TRACK RD.,
 SQ0595'CONTINUE NW. ON DIM TRACK RD. FOR 1.95 MI. TO A DIM Y-RD., TAKE LEFT
 SQ0595'FORK FOR 0.15 MI. TO HIGH POINT AT END OF SPUR RIDGE AND STATION.
 SQ0595'
 SQ0595'STATION MARK--A CAST IRON MORC TABLET ON AN IRON PIPE PROJECTING 0.6
 SQ0595'FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0555 ***********************************************************************
 RW0555  DESIGNATION -  DRY RANGE
 RW0555  PID         -  RW0555
 RW0555  STATE/COUNTY-  MT/MEAGHER
 RW0555  USGS QUAD   -  ELLIS CANYON (1966)
 RW0555
 RW0555                         *CURRENT SURVEY CONTROL
 RW0555  ___________________________________________________________________
 RW0555* NAD 83(1992)-  46 47 33.61113(N)    111 20 24.33379(W)     ADJUSTED  
 RW0555* NAVD 88     -      1996.2    (meters)    6549.     (feet)  VERTCON   
 RW0555  ___________________________________________________________________
 RW0555  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 RW0555  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 RW0555
 RW0555  HORZ ORDER  -  THIRD
 RW0555
 RW0555.The horizontal coordinates were established by classical geodetic methods
 RW0555.and adjusted by the National Geodetic Survey in July 1992..
 RW0555
 RW0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0555
 RW0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0555
 RW0555.The geoid height was determined by GEOID03.
 RW0555
 RW0555;                    North         East     Units Scale Factor Converg.
 RW0555;SPC MT       -   284,191.880   459,606.674   MT  0.99939997   -1 20 45.7
 RW0555;SPC MT       -   932,388.06  1,507,895.91   iFT  0.99939997   -1 20 45.7
 RW0555;UTM  12      - 5,182,180.819   474,044.416   MT  0.99960828   -0 14 52.4
 RW0555
 RW0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0555!SPC MT       -   0.99968904  x   0.99939997  =   0.99908920
 RW0555!UTM  12      -   0.99968904  x   0.99960828  =   0.99929744
 RW0555
 RW0555                          SUPERSEDED SURVEY CONTROL
 RW0555
 RW0555  NAD 83(1986)-  46 47 33.60997(N)    111 20 24.32294(W) AD(       ) 3
 RW0555  NGVD 29 (06/12/92) 1995.1    (m)         6546.     (f) VERT ANG       
 RW0555
 RW0555.Superseded values are not recommended for survey control.
 RW0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0555.See file dsdata.txt to determine how the superseded data were derived.
 RW0555
 RW0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS7404482181(NAD 83)
 RW0555_MARKER: DD = SURVEY DISK
 RW0555_SETTING: 66 = SET IN ROCK OUTCROP
 RW0555_SP_SET: SET IN BEDROCK
 RW0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0555+STABILITY: POSITION/ELEVATION WELL
 RW0555
 RW0555  HISTORY     - Date     Condition        Report By
 RW0555  HISTORY     - 1941     MONUMENTED       USFS
 RW0555  HISTORY     - 1966     GOOD             USGS
 RW0555
 RW0555                          STATION DESCRIPTION
 RW0555
 RW0555'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RW0555'TO REACH STATION FROM WHITE SULPHUR SPRINGS, MONTANA, TAKE RD. TOWARD
 RW0555'MILLEGAN AND CASCADE, GO 34 MI. TO WHERE RD. TURNS W., GO N. THROUGH
 RW0555'WIRE GATE AND FOLLOW DIM RD. NNE. ABOUT 1.0 MI. TO THE NATIONAL FOREST
 RW0555'BOUNDARY, GO THROUGH GATE AND NE. TO TOP OF DIVIDE AND ALONG THE
 RW0555'DIVIDE TO WHERE RD. RUNS ALONG RIM ROCK, DROP OVER TO N. ACROSS GRASSY
 RW0555'SWALE AND UP SMALL POINT TO STATION ABOUT 0.25 MI. N. OF THE RD.
 RW0555'
 RW0555'RECOVERED VIA HELICOPTER.
 RW0555'
 RW0555'STATION MARK--STANDARD USFS TABLET CEMENTED IN BEDROCK FLUSH WITH
 RW0555'GROUND, STAMPED---DRY RANGE 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0669 ***********************************************************************
 QX0669  DESIGNATION -  DUCK
 QX0669  PID         -  QX0669
 QX0669  STATE/COUNTY-  MT/SWEET GRASS
 QX0669  USGS QUAD   -  FAIRVIEW PEAK (1951)
 QX0669
 QX0669                         *CURRENT SURVEY CONTROL
 QX0669  ___________________________________________________________________
 QX0669* NAD 83(1992)-  45 56 17.88068(N)    110 16 41.63634(W)     ADJUSTED  
 QX0669* NAVD 88     -      2774.9    (meters)    9104.     (feet)  VERTCON   
 QX0669  ___________________________________________________________________
 QX0669  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 QX0669  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 QX0669
 QX0669  HORZ ORDER  -  FIRST
 QX0669
 QX0669.The horizontal coordinates were established by classical geodetic methods
 QX0669.and adjusted by the National Geodetic Survey in July 1992..
 QX0669
 QX0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0669
 QX0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0669
 QX0669.The geoid height was determined by GEOID03.
 QX0669
 QX0669;                    North         East     Units Scale Factor Converg.
 QX0669;SPC MT       -   187,922.781   539,675.733   MT  0.99956663   -0 34 09.4
 QX0669;SPC MT       -   616,544.56  1,770,589.68   iFT  0.99956663   -0 34 09.4
 QX0669;UTM  12      - 5,087,445.501   555,950.183   MT  0.99963848   +0 31 07.2
 QX0669
 QX0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0669!SPC MT       -   0.99956681  x   0.99956663  =   0.99913363
 QX0669!UTM  12      -   0.99956681  x   0.99963848  =   0.99920544
 QX0669
 QX0669:                Primary Azimuth Mark                     Grid Az
 QX0669:SPC MT       -  GRIMM                                    288 03 45.0
 QX0669:UTM  12      -  GRIMM                                    286 58 28.4
 QX0669
 QX0669|---------------------------------------------------------------------|
 QX0669| PID    Reference Object                     Distance      Geod. Az  |
 QX0669|                                                           dddmmss.s |
 QX0669| QX0671 GRIMM                               APPROX. 5.9 KM 2872935.6 |
 QX0669|---------------------------------------------------------------------|
 QX0669
 QX0669                          SUPERSEDED SURVEY CONTROL
 QX0669
 QX0669  NAD 83(1986)-  45 56 17.87817(N)    110 16 41.62878(W) AD(       ) 1
 QX0669  NAD 27      -  45 56 18.10700(N)    110 16 38.91200(W) AD(       ) 1
 QX0669  NGVD 29 (07/19/86) 2773.6    (m)         9100.     (f) VERT ANG       
 QX0669
 QX0669.Superseded values are not recommended for survey control.
 QX0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0669.See file dsdata.txt to determine how the superseded data were derived.
 QX0669
 QX0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR5595087446(NAD 83)
 QX0669_MARKER: P = PIPE CAP
 QX0669_SETTING: 0 = UNSPECIFIED SETTING
 QX0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0669
 QX0669  HISTORY     - Date     Condition        Report By
 QX0669  HISTORY     - 1925     MONUMENTED       CGS
 QX0669  HISTORY     - 1948     GOOD             USGS
 QX0669
 QX0669                          STATION DESCRIPTION
 QX0669
 QX0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 QX0669'ABOUT 12 MILES AIR LINE NORTH OF HUNTERS HOTSPRINGS, ON MOST
 QX0669'SOUTHERN SPUR OF CRAZY MOUNTAINS AT HEAD OF DUCK CREEK, ON
 QX0669'MOST PROMINENT HUMP OF SPUR, ABOUT HALF WAY UP FROM ITS BASE
 QX0669'AND TOP OF MOUNTAIN.  FROM THE EAST, SOUTHEAST AND SOUTH
 QX0669'HUMP IS VERY PROMINENT AND IS EASILY RECOGNIZED.  TO REACH
 QX0669'FOLLOW YELLOWSTONE TRAIL TO HUNTERS HOTSPRINGS, JUST EAST
 QX0669'THEREOF TURN NORTH AND TAKE ROAD TO DUCK CREEK.  ABOUT 5 MILES
 QX0669'FROM HUNTERS AND JUST ABOVE PAYNES RANCH, TAKE RIGHT-HAND
 QX0669'ROAD CROSSING DIVIDE BETWEEN DUCK CREEK AND EAST DUCK CREEK,
 QX0669'AND AT TOP OF DIVIDE, AT NORTHWEST CORNER OF CULTIVATED
 QX0669'FIELD (ABOUT 1/3 MILE BEYOND FARMHOUSE ON EAST SIDE OF
 QX0669'ROAD), AND ABOUT 9 MILES FROM HUNTERS HOTSPRINGS, TAKE DIM
 QX0669'ROAD LEADING NORTH UP DIVIDE TO STATION.  SURFACE MARK
 QX0669'IS IRON PIPE WITH SCREW CAP TABLET.  UNDERGROUND MARK IS
 QX0669'STANDARD STATION DISK IN DRILL HOLE.
 QX0669
 QX0669                          STATION RECOVERY (1948)
 QX0669
 QX0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (JTD)
 QX0669'RECOVERED AND REDESCRIBED AS FOLLOWS, ONE REFERENCE
 QX0669'MARK WAS ADDED.
 QX0669'
 QX0669'TO REACH STATION FROM RAILROAD CROSSING AT SPRINGDALE, PROCEED N.
 QX0669'ACROSS BRIDGE FOR 1.4 MI. TO A RD. LEADING E., CONTINUE N. 0.4 MI. TO
 QX0669'RD. FORK, FOLLOW RIGHT E. FORK 0.3 MI. TO RD. FORK, CONTINUE RIGHT E.
 QX0669'1.6 MI. TO RD. FORK, TAKE LEFT FORK NW. 3.3 MI. TO RD. FORK, FOLLOW E.
 QX0669'FORK 4.1 MI. TO TRACK RD. LEADING N. FOLLOW TRACK RD. N. AND NW. 3.8
 QX0669'MI. TO A DIM RD. FORK AT BM SIGN.  FOLLOW DIM RD. N. AND CROSS CREEK
 QX0669'1.0 MI. TO IRRIGATION DITCH. END TRUCK TRAVEL AT DITCH AND PACK N.
 QX0669'ALONG DITCH TO CREEK.  CROSS CREEK TO RIDGE ON E. SIDE FOLLOW RIDGE N.
 QX0669'AND E. TO CONE POINT ON MAIN RIDGE AND STATION SITE.  ABOUT 2 HOUR
 QX0669'PACK.
 QX0669'
 QX0669'STATION MARK - IRON PIPE WITH SCREW CAP TABLET.
 QX0669'
 QX0669'REFERENCE MARK-37.40 FT. FROM STATION MARK, S 30 DEG 40 MIN W,-MARK
 QX0669'NOT DESCRIBED-.
 QX0669'
 QX0669'REFERENCE MARK NO. 2 - STANDARD USGS REFERENCE TABLET, STAMPED
 QX0669'---DUCK R.M. 2 CEMENTED IN ROCK OUTCROP 16.40 FT. FROM STATION MARK,
 QX0669'N 49 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0495 ***********************************************************************
 SQ0495  DESIGNATION -  DUCK
 SQ0495  PID         -  SQ0495
 SQ0495  STATE/COUNTY-  MT/VALLEY
 SQ0495  USGS QUAD   -  SKUNK COULEE (1978)
 SQ0495
 SQ0495                         *CURRENT SURVEY CONTROL
 SQ0495  ___________________________________________________________________
 SQ0495* NAD 83(1992)-  47 57 31.34634(N)    106 34 00.93231(W)     ADJUSTED  
 SQ0495* NAVD 88     -       717.89   (+/-2cm)    2355.3    (feet)  VERTCON   
 SQ0495  ___________________________________________________________________
 SQ0495  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 SQ0495  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 SQ0495
 SQ0495  HORZ ORDER  -  THIRD
 SQ0495  VERT ORDER  -  THIRD ? (See Below)
 SQ0495
 SQ0495.The horizontal coordinates were established by classical geodetic methods
 SQ0495.and adjusted by the National Geodetic Survey in July 1992..
 SQ0495
 SQ0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0495.The vertical order pertains to the NGVD 29 superseded value.
 SQ0495
 SQ0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0495
 SQ0495.The geoid height was determined by GEOID03.
 SQ0495
 SQ0495;                    North         East     Units Scale Factor Converg.
 SQ0495;SPC MT       -   416,205.806   818,902.041   MT  0.99952929   +2 08 44.0
 SQ0495;SPC MT       - 1,365,504.61  2,686,686.49   iFT  0.99952929   +2 08 44.0
 SQ0495;UTM  13      - 5,312,898.797   383,022.634   MT  0.99976814   -1 09 49.8
 SQ0495
 SQ0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0495!SPC MT       -   0.99989011  x   0.99952929  =   0.99941945
 SQ0495!UTM  13      -   0.99989011  x   0.99976814  =   0.99965827
 SQ0495
 SQ0495:                Primary Azimuth Mark                     Grid Az
 SQ0495:SPC MT       -  JUNIPER                                  181 54 30.9
 SQ0495:UTM  13      -  JUNIPER                                  185 13 04.7
 SQ0495
 SQ0495|---------------------------------------------------------------------|
 SQ0495| PID    Reference Object                     Distance      Geod. Az  |
 SQ0495|                                                           dddmmss.s |
 SQ0495| SQ0498 JUNIPER                             APPROX. 6.9 KM 1840314.9 |
 SQ0495|---------------------------------------------------------------------|
 SQ0495
 SQ0495                          SUPERSEDED SURVEY CONTROL
 SQ0495
 SQ0495  NAD 83(1986)-  47 57 31.34383(N)    106 34 00.92240(W) AD(       ) 3
 SQ0495  NAD 27      -  47 57 31.28400(N)    106 33 58.75600(W) AD(       ) 3
 SQ0495  NGVD 29 (07/19/86)  717.27   (m)         2353.2    (f) LEVELING    3  
 SQ0495
 SQ0495.Superseded values are not recommended for survey control.
 SQ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0495.See file dsdata.txt to determine how the superseded data were derived.
 SQ0495
 SQ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP8302312899(NAD 83)
 SQ0495_MARKER: P = PIPE CAP
 SQ0495_SETTING: 0 = UNSPECIFIED SETTING
 SQ0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0495
 SQ0495  HISTORY     - Date     Condition        Report By
 SQ0495  HISTORY     - 1937     MONUMENTED       USE
 SQ0495
 SQ0495                          STATION DESCRIPTION
 SQ0495
 SQ0495'DESCRIBED BY US ENGINEERS 1937
 SQ0495'THE STATION IS IN VALLEY COUNTY ON THE LEFT BANK OF THE
 SQ0495'MISSOURI RIVER AND VERY NEAR THE SOUTH LINE OF SECTION 33,
 SQ0495'T. 26N., R. 40 E.  THE STATION IS 7-1/4 MILES SOUTHWEST OF
 SQ0495'FORT PECK, 2-1/2 MILES WEST OF THE MISSOURI RIVER, 2 MILES WEST
 SQ0495'OF THE FORK IN DUCK CREEK AND ON THE EAST END OF THE HIGH
 SQ0495'GRASSY DIVIDE BETWEEN THE NORTH AND SOUTH FORK OF DUCK CREEK.
 SQ0495'
 SQ0495'ALTHOUGH THE SURVEY PARTY DID NOT FOLLOW THIS ROAD, IT MAY BE
 SQ0495'POSSIBLE TO REACH THE STATION BY AUTOMOBILE BY DRIVING WEST
 SQ0495'FROM FORT PECK ALONG THE WILLOW CREEK AND MISSOURI RIVER DIVIDE
 SQ0495'THENCE SOUTH AND EAST ALONG TOP OF RIDGES TO STATION.
 SQ0495'
 SQ0495'A 4.5 FOOT STAND WITH 14 FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0495'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0467 ***********************************************************************
 RT0467  DESIGNATION -  DUGOUT
 RT0467  PID         -  RT0467
 RT0467  STATE/COUNTY-  MT/CARTER
 RT0467  USGS QUAD   -  NORTH FORK ALKALI CREEK (1981)
 RT0467
 RT0467                         *CURRENT SURVEY CONTROL
 RT0467  ___________________________________________________________________
 RT0467* NAD 83(1992)-  46 03 58.83260(N)    104 55 09.80308(W)     ADJUSTED  
 RT0467* NAVD 88     -      1029.5    (meters)    3378.     (feet)  VERTCON   
 RT0467  ___________________________________________________________________
 RT0467  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 RT0467  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RT0467
 RT0467  HORZ ORDER  -  FIRST
 RT0467
 RT0467.The horizontal coordinates were established by classical geodetic methods
 RT0467.and adjusted by the National Geodetic Survey in July 1992..
 RT0467
 RT0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0467
 RT0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0467
 RT0467.The geoid height was determined by GEOID03.
 RT0467
 RT0467;                    North         East     Units Scale Factor Converg.
 RT0467;SPC MT       -   212,203.903   954,035.611   MT  0.99952773   +3 21 02.6
 RT0467;SPC MT       -   696,207.03  3,130,038.09   iFT  0.99952773   +3 21 02.6
 RT0467;UTM  13      - 5,101,421.788   506,234.374   MT  0.99960048   +0 03 29.0
 RT0467
 RT0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0467!SPC MT       -   0.99984114  x   0.99952773  =   0.99936895
 RT0467!UTM  13      -   0.99984114  x   0.99960048  =   0.99944168
 RT0467
 RT0467:                Primary Azimuth Mark                     Grid Az
 RT0467:SPC MT       -  DUGOUT AZ MK                             078 23 42.6
 RT0467:UTM  13      -  DUGOUT AZ MK                             081 41 16.2
 RT0467
 RT0467|---------------------------------------------------------------------|
 RT0467| PID    Reference Object                     Distance      Geod. Az  |
 RT0467|                                                           dddmmss.s |
 RT0467| CQ8260 DUGOUT AZ MK                                       0814445.2 |
 RT0467| CQ8261 DUGOUT RM 1                           8.623 METERS 14918     |
 RT0467| CQ8262 DUGOUT RM 2                           9.867 METERS 25854     |
 RT0467|---------------------------------------------------------------------|
 RT0467
 RT0467                          SUPERSEDED SURVEY CONTROL
 RT0467
 RT0467  NAD 83(1986)-  46 03 58.80764(N)    104 55 09.77935(W) AD(       ) 1
 RT0467  NAD 27      -  46 03 58.81000(N)    104 55 07.90000(W) AD(       ) 1
 RT0467  NGVD 29 (07/19/86) 1028.9    (m)         3376.     (f) VERT ANG       
 RT0467
 RT0467.Superseded values are not recommended for survey control.
 RT0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0467.See file dsdata.txt to determine how the superseded data were derived.
 RT0467
 RT0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM0623401422(NAD 83)
 RT0467_MARKER: DS = TRIANGULATION STATION DISK
 RT0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0467
 RT0467  HISTORY     - Date     Condition        Report By
 RT0467  HISTORY     - 1949     MONUMENTED       CGS
 RT0467
 RT0467                          STATION DESCRIPTION
 RT0467
 RT0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0467'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH GRASSY
 RT0467'HILL THAT SLOPES GRADUALLY TO THE SOUTH AND BORDERS SOME
 RT0467'PROMINENTLY ERODED LAND TO THE NORTH.  IT IS LOCATED ABOUT
 RT0467'21 MILES SOUTHEAST OF MIZPAH, 20 MILES NORTHWEST OF EKALAKA,
 RT0467'20 MILES SOUTH-SOUTHEAST OF KNOWLTON, 8 FEET SOUTHWEST OF A
 RT0467'WITNESS POST, AND ON LAND OWNED BY MR. NAT GUNTER.
 RT0467'
 RT0467'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN EKALAKA,
 RT0467'GO NORTH ONE BLOCK TO THE BANK, CONTINUE NORTHWESTERLY ON THE
 RT0467'SOUTH SIDE OF THE BANK AND FOLLOW THE MAIN DIRT ROAD FOR 2.1
 RT0467'MILES TO A SIDE ROAD ON THE RIGHT AND SIGN MILES CITY 79
 RT0467'MILES.  TURN RIGHT AND FOLLOW THE MAIN DIRT ROAD NORTHERLY
 RT0467'FOR 17 MILES TO A SMALL STEEL BRIDGE OVER O FALLON CREEK,
 RT0467'CONTINUE ON THE MAIN ROAD FOR 1.6 MILES TO A FORK.  BEAR
 RT0467'LEFT AND FOLLOW THE MAIN DIRT ROAD FOR 0.9 MILE TO A CATTLE
 RT0467'GUARD, CROSS CATTLE GUARD AND CONTINUE ON THE MAIN ROAD FOR
 RT0467'3.4 MILES TO A POND ON THE LEFT, CONTINUE ON THE MAIN ROAD FOR
 RT0467'0.8 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT,
 RT0467'SOUTH-SOUTHWESTERLY, AND FOLLOW THE MAIN TRACK ROAD FOR 2.6
 RT0467'MILES TO A FORK AND THE AZIMUTH MARK, BEAR
 RT0467'RIGHT AND FOLLOW THE MAIN ROAD FOR 0.6 MILE, THENCE RIGHT
 RT0467'UP HILL ACROSS PASTURE LAND FOR 0.2 MILE TO THE TOP AND
 RT0467'STATION.
 RT0467'
 RT0467'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 RT0467'DUGOUT 1949.
 RT0467'
 RT0467'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS
 RT0467'STAMPED DUGOUT NO 1 1949.
 RT0467'
 RT0467'REFERENCE MARK NO. 2 PROJECTS 2 INCHES, AND THE DISK IS
 RT0467'STAMPED DUGOUT NO 2 1949.
 RT0467'
 RT0467'THE AZIMUTH MARK IS 167 FEET WEST OF THE APPROXIMATE CENTERLINE
 RT0467'OF A ROAD FORK, 17 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 RT0467'OF A TRACK ROAD, AND 5 FEET NORTH OF A WITNESS POST.  THE
 RT0467'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED DUGOUT 1949.
 RT0467'
 RT0467'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10-INCH
 RT0467'CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1594 ***********************************************************************
 SS1594  DESIGNATION -  DUKE
 SS1594  PID         -  SS1594
 SS1594  STATE/COUNTY-  MT/TETON
 SS1594  USGS QUAD   -  COLLINS (1987)
 SS1594
 SS1594                         *CURRENT SURVEY CONTROL
 SS1594  ___________________________________________________________________
 SS1594* NAD 83(1992)-  47 52 59.37401(N)    111 51 19.44409(W)     ADJUSTED  
 SS1594* NAVD 88     -      1125.4    (meters)    3692.     (feet)  VERTCON   
 SS1594  ___________________________________________________________________
 SS1594  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 SS1594  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 SS1594
 SS1594  HORZ ORDER  -  THIRD
 SS1594
 SS1594.The horizontal coordinates were established by classical geodetic methods
 SS1594.and adjusted by the National Geodetic Survey in July 1992..
 SS1594
 SS1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1594
 SS1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1594
 SS1594.The geoid height was determined by GEOID03.
 SS1594
 SS1594;                    North         East     Units Scale Factor Converg.
 SS1594;SPC MT       -   406,358.038   423,943.995   MT  0.99950828   -1 43 22.7
 SS1594;SPC MT       - 1,333,195.66  1,390,892.37   iFT  0.99950828   -1 43 22.7
 SS1594;UTM  12      - 5,303,668.148   436,047.210   MT  0.99965026   -0 38 04.3
 SS1594
 SS1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1594!SPC MT       -   0.99982589  x   0.99950828  =   0.99933426
 SS1594!UTM  12      -   0.99982589  x   0.99965026  =   0.99947621
 SS1594
 SS1594                          SUPERSEDED SURVEY CONTROL
 SS1594
 SS1594  NAD 83(1986)-  47 52 59.37581(N)    111 51 19.42772(W) AD(       ) 3
 SS1594  NGVD 29 (05/18/92) 1124.5    (m)         3689.     (f) VERT ANG       
 SS1594
 SS1594.Superseded values are not recommended for survey control.
 SS1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1594.See file dsdata.txt to determine how the superseded data were derived.
 SS1594
 SS1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU3604703668(NAD 83)
 SS1594_MARKER: DS = TRIANGULATION STATION DISK
 SS1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1594+STABILITY: SURFACE MOTION
 SS1594
 SS1594  HISTORY     - Date     Condition        Report By
 SS1594  HISTORY     - 1947     MONUMENTED       USGS
 SS1594
 SS1594                          STATION DESCRIPTION
 SS1594
 SS1594'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1594'STATION IS LOCATED APPROXIMATELY 16.7 MI. (AIRLINE) NE. OF CHOUTEAU,
 SS1594'MONTANA, AND ON THE PROPERTY OF MRS. REIQUAN, E. EDGE OF SEC. 33,
 SS1594'T 24 N, R 2 W.
 SS1594'
 SS1594'TO REACH FROM CHOUTEAU, MONTANA, DRIVE E. ON DUTTON ROAD 17 MI., THEN
 SS1594'TURN LEFT ON DIRT RD. 2 MI., THEN TURN RIGHT 0.2 MI., THEN TURN LEFT
 SS1594'6 MI. TO STATION.
 SS1594'
 SS1594'STATION MARK--STANDARD USGS TABLET STAMPED---DUKE 1947---, IN TOP OF
 SS1594'CONCRETE MONUMENT IN GROUND.
 SS1594'
 SS1594'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED---
 SS1594'---REF 1---, IN TOP OF CONCRETE MONUMENT SET IN GROUND, DISTANCE
 SS1594'100.80 FT. FROM STATION MARK S 03 DEGREES 39 MINUTES W.
 SS1594'
 SS1594'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET STAMPED---
 SS1594'---REF 2---, IN TOP OF CONCRETE MONUMENT SET IN GROUND, DISTANCE
 SS1594'37.85 FT. FROM STATION MARK N 62 DEGREES 07 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0361 ***********************************************************************
 SP0361  DESIGNATION -  DULL ET
 SP0361  PID         -  SP0361
 SP0361  STATE/COUNTY-  MT/RICHLAND
 SP0361  USGS QUAD   -  PICHE (1966)
 SP0361
 SP0361                         *CURRENT SURVEY CONTROL
 SP0361  ___________________________________________________________________
 SP0361* NAD 83(1992)-  47 30 08.11507(N)    104 14 23.04832(W)     ADJUSTED  
 SP0361* NAVD 88     -       686.4    (meters)    2252.     (feet)  VERTCON   
 SP0361  ___________________________________________________________________
 SP0361  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 SP0361  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 SP0361
 SP0361  HORZ ORDER  -  THIRD
 SP0361
 SP0361.The horizontal coordinates were established by classical geodetic methods
 SP0361.and adjusted by the National Geodetic Survey in July 1992..
 SP0361
 SP0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0361
 SP0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0361
 SP0361.The geoid height was determined by GEOID03.
 SP0361
 SP0361;                    North         East     Units Scale Factor Converg.
 SP0361;SPC MT       -   374,677.863   995,786.199   MT  0.99942913   +3 50 52.5
 SP0361;SPC MT       - 1,229,258.08  3,267,015.09   iFT  0.99942913   +3 50 52.5
 SP0361;UTM  13      - 5,261,260.338   557,255.521   MT  0.99964029   +0 33 38.0
 SP0361
 SP0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0361!SPC MT       -   0.99989505  x   0.99942913  =   0.99932424
 SP0361!UTM  13      -   0.99989505  x   0.99964029  =   0.99953538
 SP0361
 SP0361:                Primary Azimuth Mark                     Grid Az
 SP0361:SPC MT       -  MARYS ET                                 195 42 35.9
 SP0361:UTM  13      -  MARYS ET                                 198 59 50.4
 SP0361
 SP0361|---------------------------------------------------------------------|
 SP0361| PID    Reference Object                     Distance      Geod. Az  |
 SP0361|                                                           dddmmss.s |
 SP0361| SP0375 MARYS ET                            APPROX.16.5 KM 1993328.4 |
 SP0361|---------------------------------------------------------------------|
 SP0361
 SP0361                          SUPERSEDED SURVEY CONTROL
 SP0361
 SP0361  NAD 83(1986)-  47 30 08.11375(N)    104 14 23.04889(W) AD(       ) 3
 SP0361  NAD 27      -  47 30 08.05934(N)    104 14 21.26513(W) AD(       ) 3
 SP0361  NGVD 29 (07/19/86)  685.8    (m)         2250.     (f) VERT ANG       
 SP0361
 SP0361.Superseded values are not recommended for survey control.
 SP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0361.See file dsdata.txt to determine how the superseded data were derived.
 SP0361
 SP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN5725661260(NAD 83)
 SP0361_MARKER: DD = SURVEY DISK
 SP0361_SETTING: 80 = SET IN A BOULDER
 SP0361_SP_SET: PARTIALLY EXPOSED BOULDER
 SP0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0361+STABILITY: SURFACE MOTION
 SP0361
 SP0361  HISTORY     - Date     Condition        Report By
 SP0361  HISTORY     - 1966     MONUMENTED       USGS
 SP0361
 SP0361                          STATION DESCRIPTION
 SP0361
 SP0361'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SP0361'STATION IS 15.2 MI. SSW. OF SIDNEY, MONTANA, 1 MI. E. OF CRITTENDEN
 SP0361'ISLAND, AND IN SE. CORNER OF SEC. 7, T 20 N, R 59 E.
 SP0361'
 SP0361'TO REACH FROM SIDNEY, GO 2.1 MI. S. ON STATE HIGHWAY 16 TO JUNCTION
 SP0361'OF STATE HIGHWAY 23, GO LEFT (SE.) 2.0 MI. ON STATE HIGHWAY 23 TO
 SP0361'GRAVEL RD., GO RIGHT (S.) 15.0 MI. ON RD., UP E. SIDE OF YELLOWSTONE
 SP0361'RIVER TO A POINT 0.5 MI. S. OF FORD ACROSS SHADWELL CREEK, IN FOUR
 SP0361'WHEEL DRIVE, LEAVE RD. AND GO 0.25 MI. E. ACROSS COUNTRY TO W. BASE
 SP0361'OF MESA, LEAVE TRUCK AND PACK 5 MINUTES TO TOP OF MESA AND STATION,
 SP0361'100 FT. N. OF POINT OF MESA TO W. AND 20 FT. E. OF W. EDGE OF MESA.
 SP0361'
 SP0361'STATION MARK--STANDARD ALUMINUM TABLET, SET IN BURIED DOLOMITE
 SP0361'BOULDER FLUSH WITH GROUND, AND STAMPED ---DULL-ET 1966---.
 SP0361'
 SP0361'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0802 ***********************************************************************
 TJ0802  DESIGNATION -  DUNBAR
 TJ0802  PID         -  TJ0802
 TJ0802  STATE/COUNTY-  MT/PHILLIPS
 TJ0802  USGS QUAD   -  PEA LAKE (1984)
 TJ0802
 TJ0802                         *CURRENT SURVEY CONTROL
 TJ0802  ___________________________________________________________________
 TJ0802* NAD 83(1992)-  48 59 18.93670(N)    107 33 47.95159(W)     ADJUSTED  
 TJ0802* NAVD 88     -       799.     (meters)    2621.     (feet)  SCALED    
 TJ0802  ___________________________________________________________________
 TJ0802  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TJ0802  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TJ0802
 TJ0802  HORZ ORDER  -  THIRD
 TJ0802
 TJ0802.The horizontal coordinates were established by classical geodetic methods
 TJ0802.and adjusted by the National Geodetic Survey in July 1992..
 TJ0802
 TJ0802.The orthometric height was scaled from a topographic map.
 TJ0802
 TJ0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0802
 TJ0802.The geoid height was determined by GEOID03.
 TJ0802
 TJ0802;                    North         East     Units Scale Factor Converg.
 TJ0802;SPC MT       -   528,351.306   741,727.280   MT  0.99999300   +1 25 00.1
 TJ0802;SPC MT       - 1,733,436.04  2,433,488.45   iFT  0.99999300   +1 25 00.1
 TJ0802;UTM  13      - 5,429,354.008   312,478.126   MT  1.00003201   -1 56 05.2
 TJ0802
 TJ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0802!SPC MT       -   0.99987753  x   0.99999300  =   0.99987053
 TJ0802!UTM  13      -   0.99987753  x   1.00003201  =   0.99990953
 TJ0802
 TJ0802:                Primary Azimuth Mark                     Grid Az
 TJ0802:SPC MT       -  WALSH                                    035 00 16.2
 TJ0802:UTM  13      -  WALSH                                    038 21 21.5
 TJ0802
 TJ0802|---------------------------------------------------------------------|
 TJ0802| PID    Reference Object                     Distance      Geod. Az  |
 TJ0802|                                                           dddmmss.s |
 TJ0802| TJ0848 WALSH                               APPROX. 6.6 KM 0362516.3 |
 TJ0802|---------------------------------------------------------------------|
 TJ0802
 TJ0802                          SUPERSEDED SURVEY CONTROL
 TJ0802
 TJ0802  NAD 83(1986)-  48 59 18.94061(N)    107 33 47.94899(W) AD(       ) 3
 TJ0802
 TJ0802.Superseded values are not recommended for survey control.
 TJ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0802.See file dsdata.txt to determine how the superseded data were derived.
 TJ0802
 TJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ1247829354(NAD 83)
 TJ0802_MARKER: DD = SURVEY DISK
 TJ0802_SETTING: 80 = SET IN A BOULDER
 TJ0802_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TJ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0802+STABILITY: SURFACE MOTION
 TJ0802
 TJ0802  HISTORY     - Date     Condition        Report By
 TJ0802  HISTORY     - 1909     MONUMENTED       IBC
 TJ0802
 TJ0802                          STATION DESCRIPTION
 TJ0802
 TJ0802'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0802'NEARLY 1 MILE SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 473, IN
 TJ0802'SE 1/4 SECTION 6, TOWNSHIP 37 N, RANGE 32 E, PRINCIPAL MERIDIAN.
 TJ0802'THE STATION IS ON A PROMINENT HILL.
 TJ0802'
 TJ0802'STATION MARK--ORIGINALLY A BRONZE DISK SET IN A BOULDER.  IN 1917 THE
 TJ0802'BRONZE DISK WAS FOUND TO HAVE BEEN REMOVED FROM THE BOULDER AND THE
 TJ0802'BOULDER PRIED OUT OF THE GROUND, THE BOULDER WAS REPLACED IN ITS
 TJ0802'ORIGINAL BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0626 ***********************************************************************
 TJ0626  DESIGNATION -  DUNE
 TJ0626  PID         -  TJ0626
 TJ0626  STATE/COUNTY-  MT/VALLEY
 TJ0626  USGS QUAD   -  BILLICK COULEE (1978)
 TJ0626
 TJ0626                         *CURRENT SURVEY CONTROL
 TJ0626  ___________________________________________________________________
 TJ0626* NAD 83(1992)-  48 07 59.69302(N)    106 58 17.70554(W)     ADJUSTED  
 TJ0626* NAVD 88     -       764.1    (meters)    2507.     (feet)  VERTCON   
 TJ0626  ___________________________________________________________________
 TJ0626  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 TJ0626  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TJ0626
 TJ0626  HORZ ORDER  -  THIRD
 TJ0626
 TJ0626.The horizontal coordinates were established by classical geodetic methods
 TJ0626.and adjusted by the National Geodetic Survey in July 1992..
 TJ0626
 TJ0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0626
 TJ0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0626
 TJ0626.The geoid height was determined by GEOID03.
 TJ0626
 TJ0626;                    North         East     Units Scale Factor Converg.
 TJ0626;SPC MT       -   434,541.541   788,086.632   MT  0.99958459   +1 50 58.4
 TJ0626;SPC MT       - 1,425,661.22  2,585,586.06   iFT  0.99958459   +1 50 58.4
 TJ0626;UTM  13      - 5,332,990.214   353,310.883   MT  0.99986440   -1 28 06.6
 TJ0626
 TJ0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0626!SPC MT       -   0.99988286  x   0.99958459  =   0.99946750
 TJ0626!UTM  13      -   0.99988286  x   0.99986440  =   0.99974727
 TJ0626
 TJ0626:                Primary Azimuth Mark                     Grid Az
 TJ0626:SPC MT       -  COYOTE                                   104 08 56.8
 TJ0626:UTM  13      -  COYOTE                                   107 28 01.8
 TJ0626
 TJ0626|---------------------------------------------------------------------|
 TJ0626| PID    Reference Object                     Distance      Geod. Az  |
 TJ0626|                                                           dddmmss.s |
 TJ0626| TJ0623 COYOTE                              APPROX. 6.3 KM 1055955.2 |
 TJ0626|---------------------------------------------------------------------|
 TJ0626
 TJ0626                          SUPERSEDED SURVEY CONTROL
 TJ0626
 TJ0626  NAD 83(1986)-  48 07 59.68917(N)    106 58 17.69706(W) AD(       ) 3
 TJ0626  NAD 27      -  48 07 59.63574(N)    106 58 15.46743(W) AD(       ) 3
 TJ0626  NGVD 29 (07/19/86)  763.4    (m)         2505.     (f) VERT ANG       
 TJ0626
 TJ0626.Superseded values are not recommended for survey control.
 TJ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0626.See file dsdata.txt to determine how the superseded data were derived.
 TJ0626
 TJ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP5331132990(NAD 83)
 TJ0626_MARKER: DD = SURVEY DISK
 TJ0626_SETTING: 80 = SET IN A BOULDER
 TJ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0626+STABILITY: SURFACE MOTION
 TJ0626
 TJ0626  HISTORY     - Date     Condition        Report By
 TJ0626  HISTORY     - 1957     MONUMENTED       USGS
 TJ0626
 TJ0626                          STATION DESCRIPTION
 TJ0626
 TJ0626'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TJ0626'STATION LOCATED ABOUT 16 MI. W. OF AND 4 MI. S. OF GLASGOW AND ABOUT
 TJ0626'1200 FT. S. OF THE CENTER OF SEC. 32, T.28 N., R.37 E., ON THE MOST
 TJ0626'NORTHERLY HIGH POINT OF RIDGE BETWEEN BRAZIL AND BEAVER CREEKS, PRIOR
 TJ0626'TO LOW SADDLES IN RIDGE TO W. OF STATION.
 TJ0626'
 TJ0626'TO REACH STATION FROM GLASGOW POST OFFICE GO SE. ALONG SIXTH ST. S.
 TJ0626'0.2 MI. TO SIXTH AVENUE S. TURN RIGHT AND PROCEED SW. ALONG SIXTH
 TJ0626'AVENUE S. OUT OF TOWN AND ALONG MAIN GRAVELED RD. 0.7 MI. CROSSING THE
 TJ0626'MILK RIVER BRIDGE, CONTINUE ON MAIN GRAVELED RD. S. 0.9 MI. TO T-RD.
 TJ0626'W., CONTINUE S. - STRAIGHT AHEAD- 1.1 MI. TO Y-RD., TAKE RIGHT FORK
 TJ0626'CROSSING IRRIGATION CANAL AND CONTINUE S. ON MAIN GRAVELED RD. 1.5 MI.
 TJ0626'THEN W. 3.1 MI. THEN S. 1.0 MI. TO Y-RD., TAKE LEFT FORK SOUTHERLY
 TJ0626'ALONG DIRT RD., 1.7 MI. TO RD. FORK, TURN RIGHT AND PROCEED WESTERLY
 TJ0626'0.7 MI. TO Y-RD.,  TAKE RIGHT FORK AND GO NW. ALONG RIDGE RIM 1.9 MI.
 TJ0626'TO FIRST GATE, THEN 0.2 MI. THRU SECOND GATE, THEN FOLLOW ON MAIN
 TJ0626'TRACK RD.,  KEEPING ALWAYS TO TOP OF RIDGE, 4.3 MI. TO GATE, THEN 4.5
 TJ0626'MI. GOING THRU SADDLE ALONG RIDGE AND INTO SECOND SADDLE AND TO
 TJ0626'Y-JUNCTION OF DIM TRACK RDS. AT TOP OF SE. END OF RIDGE ON W. SIDE OF
 TJ0626'SADDLE, TAKE RIGHT FORK KEEPING TO TOP OF RIDGE, 1.8 MI. TO JUNCTION
 TJ0626'WITH N-S. SECTION LINE RD., LEAVE RD. AND CONTINUE NW. ALONG TOP OF
 TJ0626'MAIN RIDGE, PASSING LARGE CAIRN ON HIGH TOP AT 0.4 MI. AND THEN NW.
 TJ0626'1.2 MI. TO MOST NORTHERLY POINT OF RIDGE AND STATION.
 TJ0626'
 TJ0626'STATION MARK - STANDARD TABLET CEMENTED IN EMBEDDED 1 FT. X 2 FT.
 TJ0626'LIMESTONE BOULDER FLUSH WITH GROUND, STAMPED ---DUNE 1957---.
 TJ0626'
 TJ0626'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN
 TJ0626'HIGHEST POINT OF GRANITE BOULDER MEASURING 3 FT. X  3 FT. AND
 TJ0626'PROJECTING 1.3 FT. ABOVE GROUND 36.06 FT. FROM STATION,
 TJ0626'N 15 DEG 15 MIN E.
 TJ0626'
 TJ0626'REFERENCE MARK NO.2 - A 1/2 IN. REINFORCING ROD PROJECTING 0.9 FT. AND
 TJ0626'SET 48.75 FT. FROM STATION, N 68 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0570 ***********************************************************************
 TL0570  DESIGNATION -  DUNKIRK
 TL0570  PID         -  TL0570
 TL0570  STATE/COUNTY-  MT/TOOLE
 TL0570  USGS QUAD   -  DUNKIRK (1967)
 TL0570
 TL0570                         *CURRENT SURVEY CONTROL
 TL0570  ___________________________________________________________________
 TL0570* NAD 83(1992)-  48 26 36.89811(N)    111 41 50.50381(W)     ADJUSTED  
 TL0570* NAVD 88     -      1047.2    (meters)    3436.     (feet)  VERTCON   
 TL0570  ___________________________________________________________________
 TL0570  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 TL0570  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 TL0570
 TL0570  HORZ ORDER  -  FIRST
 TL0570
 TL0570.The horizontal coordinates were established by classical geodetic methods
 TL0570.and adjusted by the National Geodetic Survey in July 1992..
 TL0570
 TL0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0570
 TL0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0570
 TL0570.The geoid height was determined by GEOID03.
 TL0570
 TL0570;                    North         East     Units Scale Factor Converg.
 TL0570;SPC MT       -   468,280.667   437,500.782   MT  0.99970629   -1 36 26.6
 TL0570;SPC MT       - 1,536,353.89  1,435,370.02   iFT  0.99970629   -1 36 26.6
 TL0570;UTM  12      - 5,365,839.384   448,427.577   MT  0.99963268   -0 31 18.7
 TL0570
 TL0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0570!SPC MT       -   0.99983818  x   0.99970629  =   0.99954452
 TL0570!UTM  12      -   0.99983818  x   0.99963268  =   0.99947092
 TL0570
 TL0570:                Primary Azimuth Mark                     Grid Az
 TL0570:SPC MT       -  DUNKIRK AZ MK                            044 22 00.5
 TL0570:UTM  12      -  DUNKIRK AZ MK                            043 16 52.6
 TL0570
 TL0570|---------------------------------------------------------------------|
 TL0570| PID    Reference Object                     Distance      Geod. Az  |
 TL0570|                                                           dddmmss.s |
 TL0570| CN3438 DUNKIRK AZ MK                                      0424533.9 |
 TL0570| TL0564 DUNKIRK MONTANA PWR CO RAD MST      APPROX.10.1 KM 0573056.1 |
 TL0570| CN3439 DUNKIRK RM 1                         87.048 METERS 24457     |
 TL0570| TL0579 SHELBY CONCRETE MUNICIPAL TANK      APPROX.13.8 KM 2945544.2 |
 TL0570| CN3440 DUNKIRK RM 2                         99.185 METERS 30730     |
 TL0570|---------------------------------------------------------------------|
 TL0570
 TL0570                          SUPERSEDED SURVEY CONTROL
 TL0570
 TL0570  NAD 83(1986)-  48 26 36.89888(N)    111 41 50.49508(W) AD(       ) 1
 TL0570  NAD 27      -  48 26 36.95794(N)    111 41 47.45638(W) AD(       ) 1
 TL0570  NGVD 29 (07/19/86) 1046.2    (m)         3432.     (f) VERT ANG       
 TL0570
 TL0570.Superseded values are not recommended for survey control.
 TL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0570.See file dsdata.txt to determine how the superseded data were derived.
 TL0570
 TL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU4842865839(NAD 83)
 TL0570_MARKER: DS = TRIANGULATION STATION DISK
 TL0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0570
 TL0570  HISTORY     - Date     Condition        Report By
 TL0570  HISTORY     - 1964     MONUMENTED       CGS
 TL0570
 TL0570                          STATION DESCRIPTION
 TL0570
 TL0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0570'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF SHELBY, 3 MILES
 TL0570'SOUTHWEST OF DUNKIRK, 2-1/4 MILES SOUTH OF U.S. HIGHWAY 2, ON
 TL0570'THE SUMMIT OF A LOW HILL, WHICH IS THE HIGHEST POINT IN THE
 TL0570'IMMEDIATE VICINITY.  THE HILL WILL BE UNDER CULTIVATION IN
 TL0570'THE NEAR FUTURE.
 TL0570'
 TL0570'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE EAST EDGE
 TL0570'OF SHELBY, GO EAST ON U.S. HIGHWAY 2 FOR 6.35 MILES TO A
 TL0570'CROSSROAD AT A RAILROAD CROSSING.  CONTINUE EAST ON THE HIGHWAY
 TL0570'FOR 2.05 MILES TO A SIDE ROAD ON THE RIGHT AT A FENCE CORNER.
 TL0570'TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 1.9 MILES TO A
 TL0570'CROSSROAD AT THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR
 TL0570'0.65 MILE TO A FIELD ROAD ON THE RIGHT.  TURN SHARP RIGHT
 TL0570'AND GO NORTHWEST FOR 0.05 MILE, THENCE LEFT, WEST, FOR 0.4
 TL0570'MILE TO THE SOUTH SLOPE OF THE HILL.  TURN RIGHT AND GO NORTH
 TL0570'FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 TL0570'
 TL0570'THE STATION MARK IS A STANDARD DISK, STAMPED, DUNKIRK 1964,
 TL0570'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.  IT
 TL0570'IS 286.5 FEET EAST-NORTHEAST OF A WITNESS POST, 285.1 FEET
 TL0570'EAST-NORTHEAST OF A FENCE CORNER AND 205.5 FEET EAST OF A
 TL0570'NORTH-SOUTH FENCE.  THE MARK IS ABOUT 2-1/2 FEET BELOW THE
 TL0570'GROUND SURFACE.
 TL0570'
 TL0570'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUNKIRK NO 1 1964,
 TL0570'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.  IT
 TL0570'IS 1.8 FEET NORTH OF THE WITNESS POST, 4.0 FEET SOUTH OF THE
 TL0570'FENCE CORNER, 14 FEET WEST OF THE CENTERLINE OF A FIRE BREAK
 TL0570'AND ABOUT 5 FEET LOWER THAN THE STATION.  THE MARK PROJECTS
 TL0570'4 INCHES.
 TL0570'
 TL0570'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUNKIRK NO 2
 TL0570'1964, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.
 TL0570'IT IS 1.5 FEET EAST OF THE FENCE, 12 FEET WEST OF THE CENTERLINE
 TL0570'OF THE FIRE BREAK AND ABOUT 6 FEET LOWER THAN THE STATION.
 TL0570'
 TL0570'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUNKIRK 1964,
 TL0570'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0570'PROJECTING 6 INCHES.  IT IS 45.3 FEET NORTH OF THE CENTERLINE
 TL0570'OF AN EAST-WEST ROAD, 21.3 FEET EAST OF THE CENTERLINE OF A
 TL0570'NORTH-SOUTH ROAD AND 1.8 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0564 ***********************************************************************
 TL0564  DESIGNATION -  DUNKIRK MONTANA PWR CO RAD MST
 TL0564  PID         -  TL0564
 TL0564  STATE/COUNTY-  MT/TOOLE
 TL0564  USGS QUAD   -  SOUTH DEVON SCHOOL (1967)
 TL0564
 TL0564                         *CURRENT SURVEY CONTROL
 TL0564  ___________________________________________________________________
 TL0564* NAD 83(1992)-  48 29 31.91209(N)    111 34 56.46407(W)     ADJUSTED  
 TL0564* NAVD 88     -                                                        
 TL0564  ___________________________________________________________________
 TL0564  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TL0564  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 TL0564
 TL0564  HORZ ORDER  -  THIRD
 TL0564
 TL0564.The horizontal coordinates were established by classical geodetic methods
 TL0564.and adjusted by the National Geodetic Survey in July 1992..
 TL0564
 TL0564
 TL0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0564
 TL0564.The geoid height was determined by GEOID03.
 TL0564
 TL0564;                    North         East     Units Scale Factor Converg.
 TL0564;SPC MT       -   473,450.822   446,147.677   MT  0.99972807   -1 31 23.7
 TL0564;SPC MT       - 1,553,316.35  1,463,739.10   iFT  0.99972807   -1 31 23.7
 TL0564;UTM  12      - 5,371,172.066   456,974.132   MT  0.99962274   -0 26 10.0
 TL0564
 TL0564                          SUPERSEDED SURVEY CONTROL
 TL0564
 TL0564  NAD 83(1986)-  48 29 31.91255(N)    111 34 56.45470(W) AD(       ) 4
 TL0564  NAD 27      -  48 29 31.96772(N)    111 34 53.43528(W) AD(       ) 3
 TL0564
 TL0564.Superseded values are not recommended for survey control.
 TL0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0564.See file dsdata.txt to determine how the superseded data were derived.
 TL0564
 TL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU5697471172(NAD 83)
 TL0564_MARKER: 42 = RADIO/TV MAST
 TL0564
 TL0564  HISTORY     - Date     Condition        Report By
 TL0564  HISTORY     - 1964     FIRST OBSERVED   CGS
 TL0564
 TL0564                          STATION DESCRIPTION
 TL0564
 TL0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0564'THE STATION IS THE CENTER OF THE TOP OF A 145 FOOT HIGH
 TL0564'STEEL MAST, LOCATED AT THE MONTANA POWER CO., BOOSTER
 TL0564'STATION, 3-1/2 MILES EAST-NORTHEAST OF DUNKIRK AND 1.0 MILE
 TL0564'NORTH OF U.S. HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0908 ***********************************************************************
 TN0908  DESIGNATION -  DUNN
 TN0908  PID         -  TN0908
 TN0908  STATE/COUNTY-  MT/LINCOLN
 TN0908  USGS QUAD   -  RICHARDS MOUNTAIN (1983)
 TN0908
 TN0908                         *CURRENT SURVEY CONTROL
 TN0908  ___________________________________________________________________
 TN0908* NAD 83(1992)-  48 19 48.68623(N)    115 12 59.14219(W)     ADJUSTED  
 TN0908* NAVD 88     -      1831.8    (meters)    6010.     (feet)  VERTCON   
 TN0908  ___________________________________________________________________
 TN0908  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 TN0908  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TN0908
 TN0908  HORZ ORDER  -  FIRST
 TN0908
 TN0908.The horizontal coordinates were established by classical geodetic methods
 TN0908.and adjusted by the National Geodetic Survey in July 1992..
 TN0908
 TN0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0908
 TN0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0908
 TN0908.The geoid height was determined by GEOID03.
 TN0908
 TN0908;                    North         East     Units Scale Factor Converg.
 TN0908;SPC MT       -   468,851.267   176,659.624   MT  0.99965834   -4 10 53.7
 TN0908;SPC MT       - 1,538,225.94    579,591.94   iFT  0.99965834   -4 10 53.7
 TN0908;UTM  11      - 5,354,537.784   632,192.765   MT  0.99981471   +1 19 57.0
 TN0908
 TN0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0908!SPC MT       -   0.99971545  x   0.99965834  =   0.99937389
 TN0908!UTM  11      -   0.99971545  x   0.99981471  =   0.99953021
 TN0908
 TN0908:                Primary Azimuth Mark                     Grid Az
 TN0908:SPC MT       -  DUNN AZ MK                               172 25 19.9
 TN0908:UTM  11      -  DUNN AZ MK                               166 54 29.2
 TN0908
 TN0908|---------------------------------------------------------------------|
 TN0908| PID    Reference Object                     Distance      Geod. Az  |
 TN0908|                                                           dddmmss.s |
 TN0908| CH7264 DUNN AZ MK                                         1681426.2 |
 TN0908| CH7265 DUNN RM 1                             3.686 METERS 18510     |
 TN0908| CH7266 DUNN RM 2                             3.353 METERS 27613     |
 TN0908|---------------------------------------------------------------------|
 TN0908
 TN0908                          SUPERSEDED SURVEY CONTROL
 TN0908
 TN0908  NAD 83(1986)-  48 19 48.69738(N)    115 12 59.14638(W) AD(       ) 1
 TN0908  NAD 27      -  48 19 48.84605(N)    115 12 55.56162(W) AD(       ) 1
 TN0908  NGVD 29 (07/19/86) 1830.6    (m)         6006.     (f) VERT ANG       
 TN0908
 TN0908.Superseded values are not recommended for survey control.
 TN0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0908.See file dsdata.txt to determine how the superseded data were derived.
 TN0908
 TN0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP3219354538(NAD 83)
 TN0908_MARKER: Z = SEE DESCRIPTION
 TN0908_SETTING: 66 = SET IN ROCK OUTCROP
 TN0908
 TN0908  HISTORY     - Date     Condition        Report By
 TN0908  HISTORY     - 1959     MONUMENTED       CGS
 TN0908  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TN0908  HISTORY     - 1963     GOOD             USGS
 TN0908
 TN0908                          STATION DESCRIPTION
 TN0908
 TN0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0908'STATION IS LOCATED ON RICHARDS MOUNTAIN, ABOUT 15-1/2 MILES
 TN0908'EAST AND 4 MILES SOUTH OF LIBBY, 17 MILES WEST OF THE
 TN0908'LINCOLN - FLATHEAD COUNTY LINE, 5 MILES EAST AND 2-1/2 MILES
 TN0908'SOUTH OF THE CONFLUENCE OF THE KOOTENAI AND FISHER RIVERS,
 TN0908'IN THE SOUTHWEST 1/4 OF SECTION 29, T 30 N, R 28 W, AND AT
 TN0908'THE SITE OF AN OLD LOOKOUT TOWER NOW DESTROYED.
 TN0908'
 TN0908'TO REACH FROM THE FIRST STATE BANK OF LIBBY, GO SOUTH ON 5TH
 TN0908'STREET FOR 0.6 MILE TO THE END OF THE MACADAM ROAD JUST BEFORE
 TN0908'REACHING A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD
 TN0908'FOR 0.65 MILE TO A SIDE ROAD RIGHT JUST BEFORE REACHING RAILROAD
 TN0908'TRACKS.  TURN RIGHT AND GO 0.1 MILE TO A CROSSROAD.  TURN LEFT
 TN0908'AND FOLLOW MACADAM ROAD (SIGNS POSTED AUTHORIZED TRAFFIC ONLY,
 TN0908'LOADED TRUCKS HAVE RIGHT OF WAY, J. NEILS LUMBER CO.)
 TN0908'SOUTHEASTERLY FOR 20.5 MILES TO THE END OF THE MACADAM ROAD AT A
 TN0908'SIDE ROAD RIGHT AND SIGN 19 FAIRVIEW GUARD STATION.
 TN0908'CONTINUE STRAIGHT AHEAD AND SOUTHEAST FOR 0.85 MILE TO A
 TN0908'SIDE ROAD LEFT AT SIGN WOLF CR. DEER ENCLOSURES.  CONTINUE
 TN0908'STRAIGHT AHEAD AND EASTERLY FOR 1.0 MILE TO A LOG CABIN AND
 TN0908'OLD HOUSE TRAILER ON THE LEFT.  CONTINUE EASTERLY ON GRAVELED
 TN0908'ROAD FOR 2.55 MILES TO A SIDE ROAD LEFT AT SIGN N 11 SPUR
 TN0908'RD. L. RICHARD CR. JUST BEFORE REACHING A HAY SHED AND
 TN0908'CORRALS ON THE LEFT.  TURN LEFT AND FOLLOW BLADED WOODS
 TN0908'ROAD NORTH FOR 0.55 MILE TO THE END OF TRUCK TRAVEL AT
 TN0908'THE END OF THE ROAD.  PACK NORTHERLY ALONG WELL WORN
 TN0908'BLAZED FOREST SERVICE TRAIL (CROSSING AN OLD WOODEN BRIDGE
 TN0908'AFTER ABOUT 5 MINUTES) ALONG THE EAST SIDE OF RICHARDS CREEK
 TN0908'FOR ABOUT 1 HOUR.  THENCE CONTINUING NORTHERLY ON THE MAIN
 TN0908'TRAIL (STEEPENING THE REST OF THE WAY) FOR ABOUT 4 HOURS TO
 TN0908'THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION AS DESCRIBED.
 TN0908'HORSES CAN BE TAKEN ALL THE WAY TO THE STATION.  THERE IS A
 TN0908'GOOD CAMP SITE ABOUT 400 YARDS SOUTH OF THE STATION IN A WOODED
 TN0908'SADDLE.  THERE IS A DRINKING WATER SPRING ABOUT 1/4 MILE EAST
 TN0908'OF THE CAMPSITE AND CAN BE REACHED BY FOLLOWING A WELL WORN
 TN0908'TRAIL WHICH IS MARKED WITH A METAL SIGN AT ITS SOURCE.
 TN0908'
 TN0908'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK
 TN0908'DISK, STAMPED DUNN 1934, CEMENTED IN A DRILL HOLE IN BEDROCK
 TN0908'FLUSH WITH THE SURROUNDING SURFACE.  IT IS 14 FEET WEST-SOUTHWEST
 TN0908'OF THE EAST CONCRETE FOUNDATION FOR DESTROYED LOOKOUT TOWER
 TN0908'LEG AND 9 FEET NORTH OF THE SOUTH FOUNDATION.
 TN0908'
 TN0908'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 TN0908'MARK DISK, STAMPED NO 1, CEMENTED IN A DRILL HOLE IN A 1 X 2
 TN0908'FOOT BOULDER PROJECTING 1 INCH.  IT IS 19 FEET SOUTHEAST OF
 TN0908'THE WEST FOUNDATION AND 5 FEET WEST-SOUTHWEST OF THE SOUTH
 TN0908'FOUNDATION.
 TN0908'
 TN0908'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 TN0908'MARK DISK, STAMPED NO 2, CEMENTED IN A DRILL HOLE IN A 1-1/2
 TN0908'X 2-1/2 FOOT BOULDER PROJECTING 5 INCHES.  IT IS 22 FEET WEST
 TN0908'OF THE EAST FOUNDATION AND 16 FEET NORTHWEST OF THE SOUTH
 TN0908'FOUNDATION.
 TN0908'
 TN0908'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUNN (USGS) 1959,
 TN0908'CEMENTED IN A DRILL HOLE IN A 3 X 5 FOOT BOULDER PROJECTING
 TN0908'2 FEET.  IT IS LOCATED ON A BARE ROCK STEEP SIDEHILL ABOUT
 TN0908'A 15 MINUTE WALK SOUTH ALONG TRAIL FROM STATION, 22 FEET NORTH
 TN0908'OF A 7 INCH PINE TREE WITH A TRIANGLE BLAZE ON ITS WEST SIDE,
 TN0908'19 FEET EAST OF THE TRAIL AND ABOUT 8 FEET HIGHER THAN THE
 TN0908'TRAIL.
 TN0908
 TN0908                          STATION RECOVERY (1960)
 TN0908
 TN0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0908'STATION WAS RECOVERED AS DESCRIBED BY OSCAR S. RISVOLD IN 1959
 TN0908'AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 TN0908
 TN0908                          STATION RECOVERY (1963)
 TN0908
 TN0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JRM)
 TN0908'STATION MARK- STANDARD USGS BRONZE TABLET STAMPED -DUNN 1934-
 TN0908'CEMENTED IN ROCK OUTCROP ON SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1055 ***********************************************************************
 SR1055  DESIGNATION -  DUNN
 SR1055  PID         -  SR1055
 SR1055  STATE/COUNTY-  MT/PETROLEUM
 SR1055  USGS QUAD   -  DAVIS SPRING (1985)
 SR1055
 SR1055                         *CURRENT SURVEY CONTROL
 SR1055  ___________________________________________________________________
 SR1055* NAD 83(1992)-  47 17 51.23838(N)    108 14 14.70054(W)     ADJUSTED  
 SR1055* NAVD 88     -       941.3    (meters)    3088.     (feet)  VERTCON   
 SR1055  ___________________________________________________________________
 SR1055  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 SR1055  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 SR1055
 SR1055  HORZ ORDER  -  FIRST
 SR1055
 SR1055.The horizontal coordinates were established by classical geodetic methods
 SR1055.and adjusted by the National Geodetic Survey in July 1992..
 SR1055
 SR1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1055
 SR1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1055
 SR1055.The geoid height was determined by GEOID03.
 SR1055
 SR1055;                    North         East     Units Scale Factor Converg.
 SR1055;SPC MT       -   339,408.175   695,431.631   MT  0.99940498   +0 55 24.9
 SR1055;SPC MT       - 1,113,543.88  2,281,599.84   iFT  0.99940498   +0 55 24.9
 SR1055;UTM  12      - 5,241,933.972   708,851.671   MT  1.00013609   +2 01 51.3
 SR1055
 SR1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1055!SPC MT       -   0.99985476  x   0.99940498  =   0.99925982
 SR1055!UTM  12      -   0.99985476  x   1.00013609  =   0.99999083
 SR1055
 SR1055|---------------------------------------------------------------------|
 SR1055| PID    Reference Object                     Distance      Geod. Az  |
 SR1055|                                                           dddmmss.s |
 SR1055| CQ5442 DUNN RM 1                            11.054 METERS 10903     |
 SR1055| CQ5444 DUNN RM 3 AZIMUTH                                  2794554.1 |
 SR1055| CQ5443 DUNN RM 2                            19.391 METERS 34911     |
 SR1055|---------------------------------------------------------------------|
 SR1055
 SR1055                          SUPERSEDED SURVEY CONTROL
 SR1055
 SR1055  NAD 83(1986)-  47 17 51.23260(N)    108 14 14.68266(W) AD(       ) 1
 SR1055  NAD 27      -  47 17 51.26460(N)    108 14 12.24349(W) AD(       ) 1
 SR1055  NGVD 29 (07/19/86)  940.6    (m)         3086.     (f) VERT ANG       
 SR1055
 SR1055.Superseded values are not recommended for survey control.
 SR1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1055.See file dsdata.txt to determine how the superseded data were derived.
 SR1055
 SR1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT0885241934(NAD 83)
 SR1055_MARKER: DS = TRIANGULATION STATION DISK
 SR1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SR1055
 SR1055  HISTORY     - Date     Condition        Report By
 SR1055  HISTORY     - 1972     MONUMENTED       NGS
 SR1055
 SR1055                          STATION DESCRIPTION
 SR1055
 SR1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1055'THE STATION IS LOCATED ABOUT 20 MILES NORTH-NORTHEAST OF WINNETT, 20
 SR1055'MILES SOUTH OF THE MISSOURI RIVER AND 26 MILES EAST OF STATE HIGHWAY
 SR1055'19.  THE STATION IS LOCATED ON MR. BOB WEINGARTS PROPERTY.
 SR1055'
 SR1055'TO REACH THE STATION FROM THE POST OFFICE IN WINNETT GO NORTH ON
 SR1055'STATE HIGHWAY 244 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 200.
 SR1055'TURN RIGHT AND GO EAST ON STATE HIGHWAY 200 FOR 0.2 MILE TO A
 SR1055'CROSS-ROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.45 MILE
 SR1055'TO A FORK.  KEEP LEFT FORK NORTHERLY ON GRAVELED ROAD FOR 8.95
 SR1055'MILES TO A FORK.  KEEP RIGHT FORK NORTH FOR 1.25 MILES TO A SIDE
 SR1055'ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 10.15
 SR1055'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.8
 SR1055'MILES TO A CATTLE GUARD AND REFERENCE MARK 3 ON THE RIGHT, CONTINUE
 SR1055'EASTERLY ON GRAVELED ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT.
 SR1055'
 SR1055'THE STATION MARKS ARE STANDARD DISKS STAMPED DUNN 1972.  THE SURFACE
 SR1055'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 SR1055'12-INCHES IN DIAMETER AND PROJECTS 3-INCHES ABOVE THE GROUND
 SR1055'SURFACE.  IT IS 46 FEET NORTHEAST OF THE CENTER OF THE ROAD AND 4
 SR1055'FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 SR1055'UNDERGROUND DISK WAS SET ABOUT 36-INCHES BELOW THE GROUND SURFACE.
 SR1055'
 SR1055'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUNN NO 1 1972, SET IN
 SR1055'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 SR1055'AND PROJECTS 3-INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET
 SR1055'NORTH OF THE CENTER OF THE ROAD AND 38.5 FEET EAST-SOUTHEAST OF A
 SR1055'METAL WITNESS POST WITH SIGN ATTACHED.
 SR1055'
 SR1055'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUNN NO 2 1972, CEMENTED
 SR1055'IN TOP OF A 2 FEET BY 2 FEET OUTCROPPING BEDROCK THAT PROJECTS
 SR1055'3-INCHES ABOVE THE GROUND.  IT IS ABOUT 8 FEET LOWER IN ELEVATION
 SR1055'THAN THE STATION MARK.
 SR1055'
 SR1055'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DUNN NO 3 1972, SET IN
 SR1055'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 SR1055'AND PROJECTS 5-INCHES ABOVE THE GROUND.  IT IS 88 FEET SOUTH OF THE
 SR1055'CENTER OF THE ROAD AND A CATTLE GUARD, 2.5 FEET SOUTH OF A METAL
 SR1055'WITNESS POST WITH SIGN ATTACHED AND 1 FOOT EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0708 ***********************************************************************
 TM0708  DESIGNATION -  DUSTY
 TM0708  PID         -  TM0708
 TM0708  STATE/COUNTY-  MT/GLACIER
 TM0708  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM0708
 TM0708                         *CURRENT SURVEY CONTROL
 TM0708  ___________________________________________________________________
 TM0708* NAD 83(1992)-  48 24 26.26460(N)    113 14 27.14021(W)     ADJUSTED  
 TM0708* NAVD 88     -      1475.153  (meters)    4839.73   (feet)  ADJUSTED  
 TM0708  ___________________________________________________________________
 TM0708  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 TM0708  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 TM0708  DYNAMIC HT  -        1475.053 (meters)    4839.40  (feet)  COMP
 TM0708  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 TM0708
 TM0708  HORZ ORDER  -  SECOND
 TM0708  VERT ORDER  -  FIRST     CLASS II
 TM0708
 TM0708.The horizontal coordinates were established by classical geodetic methods
 TM0708.and adjusted by the National Geodetic Survey in July 1992..
 TM0708
 TM0708.The orthometric height was determined by differential leveling
 TM0708.and adjusted by the National Geodetic Survey in June 1991..
 TM0708
 TM0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0708
 TM0708.The geoid height was determined by GEOID03.
 TM0708
 TM0708.The dynamic height is computed by dividing the NAVD 88
 TM0708.geopotential number by the normal gravity value computed on the
 TM0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0708.degrees latitude (g = 980.6199 gals.).
 TM0708
 TM0708.The modeled gravity was interpolated from observed gravity values.
 TM0708
 TM0708;                    North         East     Units Scale Factor Converg.
 TM0708;SPC MT       -   468,577.810   323,231.498   MT  0.99969051   -2 44 11.3
 TM0708;SPC MT       - 1,537,328.77  1,060,470.79   iFT  0.99969051   -2 44 11.3
 TM0708;UTM  12      - 5,363,996.983   334,165.965   MT  0.99993790   -1 40 34.6
 TM0708
 TM0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0708!SPC MT       -   0.99977101  x   0.99969051  =   0.99946159
 TM0708!UTM  12      -   0.99977101  x   0.99993790  =   0.99970892
 TM0708
 TM0708|---------------------------------------------------------------------|
 TM0708| PID    Reference Object                     Distance      Geod. Az  |
 TM0708|                                                           dddmmss.s |
 TM0708| TM0709 DUSTY RM 1                            7.051 METERS 13318     |
 TM0708| TM0710 DUSTY RM 2                           10.608 METERS 21338     |
 TM0708| TM0711 DUSTY AZ MK                                        2282510.6 |
 TM0708|---------------------------------------------------------------------|
 TM0708
 TM0708                          SUPERSEDED SURVEY CONTROL
 TM0708
 TM0708  NAD 83(1986)-  48 24 26.27345(N)    113 14 27.12915(W) AD(       ) 2
 TM0708  NAD 27      -  48 24 26.39080(N)    113 14 23.79578(W) AD(       ) 2
 TM0708  NGVD 29 (07/19/86) 1473.0    (m)         4833.     (f) VERT ANG       
 TM0708
 TM0708.Superseded values are not recommended for survey control.
 TM0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0708.See file dsdata.txt to determine how the superseded data were derived.
 TM0708
 TM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU3416663997(NAD 83)
 TM0708_MARKER: DS = TRIANGULATION STATION DISK
 TM0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0708_SP_SET: CONCRETE POST
 TM0708_STAMPING: DUSTY 1963
 TM0708_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0708+STABILITY: SURFACE MOTION
 TM0708
 TM0708  HISTORY     - Date     Condition        Report By
 TM0708  HISTORY     - 1963     MONUMENTED       CGS
 TM0708  HISTORY     - 1978     GOOD             NGS
 TM0708
 TM0708                          STATION DESCRIPTION
 TM0708
 TM0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0708'STATION IS LOCATED, AIRLINE, ABOUT 3 MILES SOUTH SOUTHWEST OF
 TM0708'EAST GLACIER, 3 MILES NORTHEAST OF THE LUBEC GUARD STATION
 TM0708'AND ON TOP OF A CUT BANK ALONG THE NORTHWEST SIDE OF U.S.
 TM0708'HIGHWAY 2.
 TM0708'
 TM0708'TO REACH THE STATION FROM THE POST OFFICE IN EAST GLACIER,
 TM0708'GO SOUTH AND SOUTHWEST ON U.S. HIGHWAY 2 FOR 3.0 MILES TO THE
 TM0708'STATION ON THE RIGHT, JUST AFTER PASSING DUSTYS TAVERN ON THE
 TM0708'RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTHWEST ON THE
 TM0708'HIGHWAY FOR 0.5 MILE TO THE MARK ON THE RIGHT, OPPOSITE A TURNOUT
 TM0708'ON THE LEFT.
 TM0708'
 TM0708'STATION MARK IS A STANDARD DISK, STAMPED DUSTY 1963, SET IN
 TM0708'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 TM0708'IT IS ABOUT 110 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 TM0708'69.0 FEET NORTHEAST OF A POWERLINE POLE, 5.8 FEET EAST OF A
 TM0708'METAL WITNESS POST, 4.4 FEET SOUTH OF A FENCE LINE AND ABOUT
 TM0708'30 FEET HIGHER THAN THE HIGHWAY.
 TM0708'
 TM0708'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUSTY NO 1 1963,
 TM0708'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH
 TM0708'AND 3 FEET LOWER THAN THE STATION.  IT IS 62.7 FEET EAST OF THE
 TM0708'POWERLINE POLE, 30 FEET NORTHWEST OF THE EDGE OF THE CUTBANK
 TM0708'AND 27.5 FEET SOUTH OF THE FENCELINE.
 TM0708'
 TM0708'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUSTY NO 2 1963,
 TM0708'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 TM0708'INCHES AND 1 FOOT HIGHER THAN THE STATION.  IT IS 36.8 FEET
 TM0708'NORTH OF THE POWERLINE POLE, 34.0 FEET EAST OF A FENCE CORNER
 TM0708'POST AND 1 FOOT SOUTH OF THE FENCE LINE.
 TM0708'
 TM0708'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUSTY 1963, SET IN
 TM0708'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 TM0708'IT IS 52.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 TM0708'ABOUT 5 FEET HIGHER, 2.0 FEET EAST OF A METAL WITNESS POST AND
 TM0708'AT THE SOUTH EDGE OF A BRUSH LINE.
 TM0708
 TM0708                          STATION RECOVERY (1978)
 TM0708
 TM0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0708'3.2 MI SW FROM EAST GLACIER.
 TM0708'3.2 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0708'EAST GLACIER.  AT THE TOP OF THE CUTBANK NORTHEAST OF THE ENTRANCE TO
 TM0708'FIREBRAND R.V. PARK, 108 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 TM0708'2, 68 FEET NORTH OF A POWER-TELEPHONE POLE, 50 FEET NORTHWEST OF
 TM0708'THE EDGE OF THE CUTBANK, 34 FEET AND 10 INCHES NORTH OF RM 2, 6 FEET
 TM0708'EAST OF A WITNESS POST, 23 FEET AND 7 INCHES NORTHWEST OF RM 1, AND
 TM0708'5 FEET SOUTHEAST OF A FENCE CORNER.
 TM0708'THE MARK IS 20 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1682 ***********************************************************************
 SS1682  DESIGNATION -  DUSTY
 SS1682  PID         -  SS1682
 SS1682  STATE/COUNTY-  MT/CHOUTEAU
 SS1682  USGS QUAD   -  CARTER (1953)
 SS1682
 SS1682                         *CURRENT SURVEY CONTROL
 SS1682  ___________________________________________________________________
 SS1682* NAD 83(1992)-  47 48 42.23692(N)    110 54 46.68650(W)     ADJUSTED  
 SS1682* NAVD 88     -       984.0    (meters)    3228.     (feet)  VERTCON   
 SS1682  ___________________________________________________________________
 SS1682  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 SS1682  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 SS1682
 SS1682  HORZ ORDER  -  THIRD
 SS1682
 SS1682.The horizontal coordinates were established by classical geodetic methods
 SS1682.and adjusted by the National Geodetic Survey in July 1992..
 SS1682
 SS1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1682
 SS1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1682
 SS1682.The geoid height was determined by GEOID03.
 SS1682
 SS1682;                    North         East     Units Scale Factor Converg.
 SS1682;SPC MT       -   396,726.902   494,233.366   MT  0.99949003   -1 02 00.9
 SS1682;SPC MT       - 1,301,597.45  1,621,500.54   iFT  0.99949003   -1 02 00.9
 SS1682;UTM  12      - 5,295,379.083   506,515.746   MT  0.99960052   +0 03 52.1
 SS1682
 SS1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1682!SPC MT       -   0.99984811  x   0.99949003  =   0.99933822
 SS1682!UTM  12      -   0.99984811  x   0.99960052  =   0.99944869
 SS1682
 SS1682                          SUPERSEDED SURVEY CONTROL
 SS1682
 SS1682  NAD 83(1986)-  47 48 42.23270(N)    110 54 46.66506(W) AD(       ) 3
 SS1682  NGVD 29 (06/01/92)  983.1    (m)         3225.     (f) VERT ANG       
 SS1682
 SS1682.Superseded values are not recommended for survey control.
 SS1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1682.See file dsdata.txt to determine how the superseded data were derived.
 SS1682
 SS1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0651695379(NAD 83)
 SS1682_MARKER: DS = TRIANGULATION STATION DISK
 SS1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1682+STABILITY: SURFACE MOTION
 SS1682
 SS1682  HISTORY     - Date     Condition        Report By
 SS1682  HISTORY     - 1952     MONUMENTED       USGS
 SS1682
 SS1682                          STATION DESCRIPTION
 SS1682
 SS1682'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SS1682'STATION LIES ABOUT 2.1 MI. N. AND 2.0 MI. E. OF CARTER, MONTANA, ON AN
 SS1682'OLD N-S. FENCE LINE AND ON HIGHER GROUND.
 SS1682'
 SS1682'TO REACH FROM CARTER, MONTANA, PROCEED N. APPROXIMATELY 2.5 MI. TO
 SS1682'T-RD., THENCE E. APPROXIMATELY 2.15 MI. TO FAINT TRAIL ALONG OLD FENCE
 SS1682'LINE, THENCE S. APPROXIMATELY 1200 FT. TO SMALL MOUND AT HIGHEST POINT
 SS1682'AND STATION.
 SS1682'
 SS1682'STATION MARK--A STANDARD TABLET SET IN 6 X 6 IN. CONCRETE POST,
 SS1682'PROJECTING ABOUT 4 IN. ABOVE GROUND, STAMPED---DUSTY 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0711 ***********************************************************************
 TM0711  DESIGNATION -  DUSTY AZ MK
 TM0711  PID         -  TM0711
 TM0711  STATE/COUNTY-  MT/GLACIER
 TM0711  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM0711
 TM0711                         *CURRENT SURVEY CONTROL
 TM0711  ___________________________________________________________________
 TM0711* NAD 83(1986)-  48 24 06.     (N)    113 14 58.     (W)     SCALED    
 TM0711* NAVD 88     -      1484.283  (meters)    4869.69   (feet)  ADJUSTED  
 TM0711  ___________________________________________________________________
 TM0711  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 TM0711  DYNAMIC HT  -        1484.181 (meters)    4869.35  (feet)  COMP
 TM0711  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 TM0711
 TM0711  VERT ORDER  -  FIRST     CLASS II
 TM0711
 TM0711.The horizontal coordinates were scaled from a topographic map and have
 TM0711.an estimated accuracy of +/- 6 seconds.
 TM0711
 TM0711.The orthometric height was determined by differential leveling
 TM0711.and adjusted by the National Geodetic Survey in June 1991..
 TM0711
 TM0711.The geoid height was determined by GEOID03.
 TM0711
 TM0711.The dynamic height is computed by dividing the NAVD 88
 TM0711.geopotential number by the normal gravity value computed on the
 TM0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0711.degrees latitude (g = 980.6199 gals.).
 TM0711
 TM0711.The modeled gravity was interpolated from observed gravity values.
 TM0711
 TM0711;                    North         East    Units  Estimated Accuracy
 TM0711;SPC MT       -   467,980.      322,570.      MT  (+/- 180 meters Scaled)
 TM0711
 TM0711                          SUPERSEDED SURVEY CONTROL
 TM0711
 TM0711.No superseded survey control is available for this station.
 TM0711
 TM0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU335633(NAD 83)
 TM0711_MARKER: DZ = AZIMUTH MARK DISK
 TM0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0711_SP_SET: CONCRETE POST
 TM0711_STAMPING: DUSTY 1963
 TM0711_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0711+STABILITY: SURFACE MOTION
 TM0711
 TM0711  HISTORY     - Date     Condition        Report By
 TM0711  HISTORY     - 1963     MONUMENTED       CGS
 TM0711  HISTORY     - 1978     GOOD             NGS
 TM0711
 TM0711                          STATION DESCRIPTION
 TM0711
 TM0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0711'3.7 MI SW FROM EAST GLACIER.
 TM0711'3.7 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION
 TM0711'IN EAST GLACIER, 0.45 MILE SOUTHWEST OF HIGHWAY MILE POST 206.  AT
 TM0711'THE NATIONAL FOREST SIGN ON THE NORTHWEST SIDE OF THE HIGHWAY, 54
 TM0711'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 2, 22 FEET SOUTHWEST OF
 TM0711'THE SOUTHEAST SIDE OF THE NATIONAL FOREST BOUNDARY SIGN, AND 2
 TM0711'FEET NORTHEAST OF A WITNESS POST.
 TM0711'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0709 ***********************************************************************
 TM0709  DESIGNATION -  DUSTY RM 1
 TM0709  PID         -  TM0709
 TM0709  STATE/COUNTY-  MT/GLACIER
 TM0709  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM0709
 TM0709                         *CURRENT SURVEY CONTROL
 TM0709  ___________________________________________________________________
 TM0709* NAD 83(1986)-  48 24 26.     (N)    113 14 26.     (W)     SCALED    
 TM0709* NAVD 88     -      1473.879  (meters)    4835.55   (feet)  ADJUSTED  
 TM0709  ___________________________________________________________________
 TM0709  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 TM0709  DYNAMIC HT  -        1473.778 (meters)    4835.22  (feet)  COMP
 TM0709  MODELED GRAV-     980,490.8   (mgal)                       NAVD 88
 TM0709
 TM0709  VERT ORDER  -  FIRST     CLASS II
 TM0709
 TM0709.The horizontal coordinates were scaled from a topographic map and have
 TM0709.an estimated accuracy of +/- 6 seconds.
 TM0709
 TM0709.The orthometric height was determined by differential leveling
 TM0709.and adjusted by the National Geodetic Survey in June 1991..
 TM0709
 TM0709.The geoid height was determined by GEOID03.
 TM0709
 TM0709.The dynamic height is computed by dividing the NAVD 88
 TM0709.geopotential number by the normal gravity value computed on the
 TM0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0709.degrees latitude (g = 980.6199 gals.).
 TM0709
 TM0709.The modeled gravity was interpolated from observed gravity values.
 TM0709
 TM0709;                    North         East    Units  Estimated Accuracy
 TM0709;SPC MT       -   468,570.      323,260.      MT  (+/- 180 meters Scaled)
 TM0709
 TM0709                          SUPERSEDED SURVEY CONTROL
 TM0709
 TM0709.No superseded survey control is available for this station.
 TM0709
 TM0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU341639(NAD 83)
 TM0709_MARKER: DR = REFERENCE MARK DISK
 TM0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0709_SP_SET: CONCRETE POST
 TM0709_STAMPING: DUSTY NO 1 1963
 TM0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0709+STABILITY: SURFACE MOTION
 TM0709
 TM0709  HISTORY     - Date     Condition        Report By
 TM0709  HISTORY     - 1963     MONUMENTED       CGS
 TM0709  HISTORY     - 1978     GOOD             NGS
 TM0709
 TM0709                          STATION DESCRIPTION
 TM0709
 TM0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0709'3.2 MI SW FROM EAST GLACIER.
 TM0709'3.2 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0709'EAST GLACIER.  AT THE TOP OF A CUTBANK NORTHEAST OF THE ENTRANCE TO
 TM0709'FIREBRAND R.V. PARK, 85 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 TM0709'2, 39 FEET NORTHEAST OF RM 2, AND 23 FEET SOUTHEAST OF TRIANGULATION
 TM0709'STATION DUSTY.
 TM0709'THE MARK IS 20 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0710 ***********************************************************************
 TM0710  DESIGNATION -  DUSTY RM 2
 TM0710  PID         -  TM0710
 TM0710  STATE/COUNTY-  MT/GLACIER
 TM0710  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM0710
 TM0710                         *CURRENT SURVEY CONTROL
 TM0710  ___________________________________________________________________
 TM0710* NAD 83(1986)-  48 24 26.     (N)    113 14 26.     (W)     SCALED    
 TM0710* NAVD 88     -      1475.437  (meters)    4840.66   (feet)  ADJUSTED  
 TM0710  ___________________________________________________________________
 TM0710  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 TM0710  DYNAMIC HT  -        1475.337 (meters)    4840.33  (feet)  COMP
 TM0710  MODELED GRAV-     980,490.8   (mgal)                       NAVD 88
 TM0710
 TM0710  VERT ORDER  -  FIRST     CLASS II
 TM0710
 TM0710.The horizontal coordinates were scaled from a topographic map and have
 TM0710.an estimated accuracy of +/- 6 seconds.
 TM0710
 TM0710.The orthometric height was determined by differential leveling
 TM0710.and adjusted by the National Geodetic Survey in June 1991..
 TM0710
 TM0710.The geoid height was determined by GEOID03.
 TM0710
 TM0710.The dynamic height is computed by dividing the NAVD 88
 TM0710.geopotential number by the normal gravity value computed on the
 TM0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0710.degrees latitude (g = 980.6199 gals.).
 TM0710
 TM0710.The modeled gravity was interpolated from observed gravity values.
 TM0710
 TM0710;                    North         East    Units  Estimated Accuracy
 TM0710;SPC MT       -   468,570.      323,260.      MT  (+/- 180 meters Scaled)
 TM0710
 TM0710                          SUPERSEDED SURVEY CONTROL
 TM0710
 TM0710.No superseded survey control is available for this station.
 TM0710
 TM0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU341639(NAD 83)
 TM0710_MARKER: DR = REFERENCE MARK DISK
 TM0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0710_SP_SET: CONCRETE POST
 TM0710_STAMPING: DUSTY NO 2 1963
 TM0710_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0710+STABILITY: SURFACE MOTION
 TM0710
 TM0710  HISTORY     - Date     Condition        Report By
 TM0710  HISTORY     - 1963     MONUMENTED       CGS
 TM0710  HISTORY     - 1978     GOOD             NGS
 TM0710
 TM0710                          STATION DESCRIPTION
 TM0710
 TM0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0710'3.2 MI SW FROM EAST GLACIER.
 TM0710'3.2 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0710'EAST GLACIER.  AT THE TOP OF A CUTBANK NORTHEAST OF THE ENTRANCE TO
 TM0710'FIREBRAND R.V. PARK, 90 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 TM0710'2, 38 FEET AND 10 INCHES SOUTHWEST OF RM 1, AND 34 FEET AND 10 INCHES
 TM0710'SOUTH OF TRIANGULATION STATION DUSTY.
 TM0710'THE MARK IS 20 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0544 ***********************************************************************
 QY0544  DESIGNATION -  DUTCHMAN MTN
 QY0544  PID         -  QY0544
 QY0544  STATE/COUNTY-  MT/BEAVERHEAD
 QY0544  USGS QUAD   -  ARGENTA (1988)
 QY0544
 QY0544                         *CURRENT SURVEY CONTROL
 QY0544  ___________________________________________________________________
 QY0544* NAD 83(1992)-  45 19 42.90163(N)    112 47 45.56963(W)     ADJUSTED  
 QY0544* NAVD 88     -      2236.3    (meters)    7337.     (feet)  VERTCON   
 QY0544  ___________________________________________________________________
 QY0544  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 QY0544  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 QY0544
 QY0544  HORZ ORDER  -  FIRST
 QY0544
 QY0544.The horizontal coordinates were established by classical geodetic methods
 QY0544.and adjusted by the National Geodetic Survey in July 1992..
 QY0544
 QY0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0544
 QY0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0544
 QY0544.The geoid height was determined by GEOID03.
 QY0544
 QY0544;                    North         East     Units Scale Factor Converg.
 QY0544;SPC MT       -   125,312.899   341,734.248   MT  0.99981866   -2 24 39.7
 QY0544;SPC MT       -   411,131.56  1,121,175.35   iFT  0.99981866   -2 24 39.7
 QY0544;UTM  12      - 5,021,021.872   359,260.015   MT  0.99984354   -1 16 38.7
 QY0544
 QY0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0544!SPC MT       -   0.99965133  x   0.99981866  =   0.99947006
 QY0544!UTM  12      -   0.99965133  x   0.99984354  =   0.99949493
 QY0544
 QY0544|---------------------------------------------------------------------|
 QY0544| PID    Reference Object                     Distance      Geod. Az  |
 QY0544|                                                           dddmmss.s |
 QY0544| CN3443 DUTCHMAN MTN RM 2                    29.852 METERS 03723     |
 QY0544| QY0516 AIRWAY BCN 32 DILLON MUN APT        APPROX.20.8 KM 1135627.3 |
 QY0544| CN3442 DUTCHMAN MTN RM 1                    18.720 METERS 29656     |
 QY0544| CN3441 DUTCHMAN MTN AZ MK                                 3370739.2 |
 QY0544|---------------------------------------------------------------------|
 QY0544
 QY0544                          SUPERSEDED SURVEY CONTROL
 QY0544
 QY0544  NAD 83(1986)-  45 19 42.90111(N)    112 47 45.56857(W) AD(       ) 1
 QY0544  NAD 27      -  45 19 43.17700(N)    112 47 42.46300(W) AD(       ) 1
 QY0544  NGVD 29 (07/19/86) 2235.0    (m)         7333.     (f) VERT ANG       
 QY0544
 QY0544.Superseded values are not recommended for survey control.
 QY0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0544.See file dsdata.txt to determine how the superseded data were derived.
 QY0544
 QY0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5926021022(NAD 83)
 QY0544_MARKER: Z = SEE DESCRIPTION
 QY0544_SETTING: 66 = SET IN ROCK OUTCROP
 QY0544_SP_SET: PARTIALLY EXPOSED BEDROCK
 QY0544
 QY0544  HISTORY     - Date     Condition        Report By
 QY0544  HISTORY     - 1956     MONUMENTED       CGS
 QY0544  HISTORY     - 1956     GOOD             NGS
 QY0544
 QY0544                          STATION DESCRIPTION
 QY0544
 QY0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0544'THE STATION IS ABOUT 11 MILES NORTHWEST OF DILLON, 1 MILE EAST
 QY0544'OF THE CAVE GULCH ROAD, AND 5 FEET NORTH OF A 4 X 4 INCH
 QY0544'WHITE WITNESS POST.  IT IS LOCATED ON THE HIGHEST POINT OF
 QY0544'THE RIDGE LOCALLY KNOWN AS DUTCHMAN MOUNTAIN.
 QY0544'
 QY0544'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91
 QY0544'AND ROUTE 41 AT THE NORTH EDGE OF DILLON, GO NORTH ON HIGHWAY
 QY0544'91 FOR 10.45 MILES TO A CROSS ROAD AND SIGN BIRCH CREEK - THIEF
 QY0544'CREEK, TURN LEFT AND GO WEST FOR 5.95 MILES TO A SIDE ROAD
 QY0544'ON THE LEFT, TURN LEFT AND GO SOUTH ALONG THE EAST SIDE OF A
 QY0544'FENCE FOR 0.55 MILE TO A WIRE GATE, TURN RIGHT (PASSING
 QY0544'THROUGH THE GATE) AND GO WESTERLY FOR 0.9 MILE TO A REVERSE
 QY0544'FORK ON THE LEFT, CONTINUE WEST FOR 0.6 MILE TO A GATE (JUST
 QY0544'AFTER PASSING BETWEEN A CABIN AND A BARN), PASS THROUGH
 QY0544'THE GATE AND GO SOUTHWEST FOR 0.3 MILE TO A FORK, TAKE THE
 QY0544'LEFT ROAD AND GO SOUTH FOR 0.45 MILE TO A GATE, PASS
 QY0544'THROUGH THE GATE AND CONTINUE SOUTH FOR 0.7 MILE TO A POINT
 QY0544'WHERE A TELEPHONE LINE CROSSES THE ROAD, BEAR LEFT
 QY0544'(LEAVING THE TRACK ROAD), AND CONTINUE SOUTH FOR 0.05 MILE,
 QY0544'GO SOUTHEAST FOR 0.3 MILE TO THE TOP OF THE SECOND HILL
 QY0544'AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE EASTERLY FOR
 QY0544'0.3 MILE TO THE FIRST RIDGE OF TIMBER, BEAR LEFT, AND GO
 QY0544'EAST (AROUND THE LEFT EDGE OF THE TIMBER) FOR 0.75 MILE
 QY0544'TO THE TOP OF THE SADDLE AND THE END OF TRUCK TRAVEL.
 QY0544'PACK EAST TO THE TOP OF HIGHEST POINT OF THE RIDGE AND THE
 QY0544'STATION, ABOUT A 35 MINUTE PACK.
 QY0544'
 QY0544'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QY0544'CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER WHICH PROJECTS
 QY0544'1 FOOT.  THE DISK IS STAMPED V.A.B.M. 1950 DITCHMAN MTN.
 QY0544'
 QY0544'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QY0544'CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER WHICH PROJECTS
 QY0544'2 FEET.  THE DISK IS STAMPED DUTCHMAN MTN 1950 1.
 QY0544'
 QY0544'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QY0544'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 QY0544'THE GROUND.  THE DISK IS STAMPED DUTCHMAN MTN 1950 2.
 QY0544'
 QY0544'THE AZIMUTH MARK IS 2 FEET SOUTH OF A 4 IN X 4 IN WHITE
 QY0544'WITNESS POST.  THE DISK IS STAMPED DUTCHMAN MTN USGS BM 1956.
 QY0544
 QY0544                          STATION RECOVERY (1956)
 QY0544
 QY0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QY0544'THE STATION IS LOCATED ON THE HIGHEST POINT IN THE VICINITY NEAR THE
 QY0544'MIDDLE OF WHAT IS KNOWN AS DUTCHMAN MTN., ABOUT 7.5 MI. W. AND 7.8
 QY0544'MI. N. OF DILLON, MONTANA, SEC. 11, R 10 W, T 6 S.
 QY0544'
 QY0544'TO REACH STATION FROM THE POST OFFICE IN DILLON, PROCEED N. ONE BLOCK,
 QY0544'THENCE LEFT (W.) ONE BLOCK, THENCE RIGHT (N.) ON U.S. HIGHWAY 91 FOR
 QY0544'11.3 MI. TO SIGN --BIRCH CREEK, THIEF CREEK--.  THENCE LEFT (W.) ON
 QY0544'GRADED RD. (BIRCH CREEK ROAD) 6.0 MI. TO FORK AT SIGN --ROAD NO. 607
 QY0544'LONG JOHN--, THENCE LEFT (S.) ALONG E. SIDE OF N-S. FENCE FOR 0.6 MI.
 QY0544'TO FORK.  THENCE RIGHT (SW.) THROUGH GATE 0.9 MI. TO ANOTHER RD., KEEP
 QY0544'STRAIGHT AHEAD (W.) 0.6 MI. PASSING BETWEEN CABIN AND BARN TO WIRE
 QY0544'GATE.  PASS THROUGH GATE AND CONTINUE 0.3 MI. TO DIM FORK.  KEEP LEFT
 QY0544'GO S. 0.3 MI., PASS THROUGH POLE GATE AND CONTINUE 0.7 MI. TO WHERE
 QY0544'THE TELEPHONE LINE CROSSES THE RD. AND TRIANGLE BLAZED ON THE FIRST
 QY0544'POLE ON LEFT SIDE OF RD.  TURN LEFT LEAVING RD. AND GO SE. UP DRAW
 QY0544'BETWEEN TWO TIMBERED PEAKS.  BEAR RIGHT TO BASE OF SECOND RIDGE AND
 QY0544'END OF TRUCK TRAVEL.  (JEEP IS NEEDED FOR LAST PART OF TRIP ABOUT
 QY0544'1.00 MI.)  FROM HERE PACK E. UP ONTO HIGH ROCKY OUTCROP AND STATION.
 QY0544'ABOUT 20 MINUTE PACK.
 QY0544'
 QY0544'STATION MARK--STANDARD USGS TABLET SET IN BEDROCK AND STAMPED
 QY0544'---DUTCHMAN MTN. 1950 VA BM 7334---.
 QY0544'
 QY0544'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK SET IN BEDROCK,
 QY0544'65.60 FT. FROM THE STATION, S 63 DEG 04 MIN E.
 QY0544'
 QY0544'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK SET IN A BOULDER,
 QY0544'99.10 FT. FROM THE STATION, S 37 DEG 05 MIN W.
 QY0544'
 QY0544'NOTE--REFERENCE MARKS STAMPED ---DUTCHMAN MTN. 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1595 ***********************************************************************
 SS1595  DESIGNATION -  DUTTON
 SS1595  PID         -  SS1595
 SS1595  STATE/COUNTY-  MT/TETON
 SS1595  USGS QUAD   -  DUTTON SE (1987)
 SS1595
 SS1595                         *CURRENT SURVEY CONTROL
 SS1595  ___________________________________________________________________
 SS1595* NAD 83(1992)-  47 49 12.46557(N)    111 35 37.83376(W)     ADJUSTED  
 SS1595* NAVD 88     -      1200.6    (meters)    3939.     (feet)  VERTCON   
 SS1595  ___________________________________________________________________
 SS1595  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 SS1595  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SS1595
 SS1595  HORZ ORDER  -  THIRD
 SS1595
 SS1595.The horizontal coordinates were established by classical geodetic methods
 SS1595.and adjusted by the National Geodetic Survey in July 1992..
 SS1595
 SS1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1595
 SS1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1595
 SS1595.The geoid height was determined by GEOID03.
 SS1595
 SS1595;                    North         East     Units Scale Factor Converg.
 SS1595;SPC MT       -   398,800.607   443,302.174   MT  0.99949209   -1 31 54.0
 SS1595;SPC MT       - 1,308,400.94  1,454,403.46   iFT  0.99949209   -1 31 54.0
 SS1595;UTM  12      - 5,296,479.369   455,548.317   MT  0.99962428   -0 26 24.2
 SS1595
 SS1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1595!SPC MT       -   0.99981411  x   0.99949209  =   0.99930630
 SS1595!UTM  12      -   0.99981411  x   0.99962428  =   0.99943846
 SS1595
 SS1595                          SUPERSEDED SURVEY CONTROL
 SS1595
 SS1595  NAD 83(1986)-  47 49 12.46697(N)    111 35 37.81346(W) AD(       ) 3
 SS1595  NGVD 29 (05/18/92) 1199.7    (m)         3936.     (f) VERT ANG       
 SS1595
 SS1595.Superseded values are not recommended for survey control.
 SS1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1595.See file dsdata.txt to determine how the superseded data were derived.
 SS1595
 SS1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT5554896479(NAD 83)
 SS1595_MARKER: DS = TRIANGULATION STATION DISK
 SS1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1595+STABILITY: SURFACE MOTION
 SS1595
 SS1595  HISTORY     - Date     Condition        Report By
 SS1595  HISTORY     - 1947     MONUMENTED       USGS
 SS1595
 SS1595                          STATION DESCRIPTION
 SS1595
 SS1595'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1595'STATION IS LOCATED 1.5 MI. S. AND 5.5 MI. E. OF DUTTON, MONTANA, ON N.
 SS1595'END OF PROMINENT RIDGE IN SEC. 22, T 24 N, R 1 E, APPROXIMATELY 300
 SS1595'FT. S. AND 600 FT. W. FROM CENTER OF SEC. 22.
 SS1595'
 SS1595'TO REACH FROM DUTTON, MONTANA, DRIVE E. ON SECTION LINE RD. 6.0 MI.
 SS1595'TO SCHOOLHOUSE AT CROSSROADS, TURN RIGHT (S.), PROCEED 1.5 MI. TO E-W.
 SS1595'FENCE CROSSING, TURN RIGHT (W.) AND FOLLOW DIM FIELD RD. TO TOP OF
 SS1595'HILL.  STATION IS ON HIGHEST POINT OF N. END OF RIDGE.  CAN BE
 SS1595'REACHED BY CAR.
 SS1595'
 SS1595'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1595'---DUTTON 1947 VABM 3935---.
 SS1595'
 SS1595'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT,
 SS1595'DISTANCE 83.75 FT. FROM STATION MARK S 54 DEGREES
 SS1595'17 MINUTES E.
 SS1595'
 SS1595'REFERENCE MARK NO. 2--STANDARD TABLET SET IN CONCRETE MONUMENT,
 SS1595'DISTANCE 134.80 FT. FROM STATION MARK S 53 DEGREES
 SS1595'09 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0583 ***********************************************************************
 QY0583  DESIGNATION -  DYCE
 QY0583  PID         -  QY0583
 QY0583  STATE/COUNTY-  MT/BEAVERHEAD
 QY0583  USGS QUAD   -  MILL POINT (1988)
 QY0583
 QY0583                         *CURRENT SURVEY CONTROL
 QY0583  ___________________________________________________________________
 QY0583* NAD 83(1992)-  45 14 16.31024(N)    113 02 52.75008(W)     ADJUSTED  
 QY0583* NAVD 88     -      1852.4    (meters)    6077.     (feet)  VERTCON   
 QY0583  ___________________________________________________________________
 QY0583  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 QY0583  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 QY0583
 QY0583  HORZ ORDER  -  SECOND
 QY0583
 QY0583.The horizontal coordinates were established by classical geodetic methods
 QY0583.and adjusted by the National Geodetic Survey in July 1992..
 QY0583
 QY0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0583
 QY0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0583
 QY0583.The geoid height was determined by GEOID03.
 QY0583
 QY0583;                    North         East     Units Scale Factor Converg.
 QY0583;SPC MT       -   116,105.125   321,545.125   MT  0.99986555   -2 35 43.3
 QY0583;SPC MT       -   380,922.33  1,054,938.07   iFT  0.99986555   -2 35 43.3
 QY0583;UTM  12      - 5,011,414.857   339,256.854   MT  0.99991770   -1 27 16.0
 QY0583
 QY0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0583!SPC MT       -   0.99971151  x   0.99986555  =   0.99957710
 QY0583!UTM  12      -   0.99971151  x   0.99991770  =   0.99962923
 QY0583
 QY0583|---------------------------------------------------------------------|
 QY0583| PID    Reference Object                     Distance      Geod. Az  |
 QY0583|                                                           dddmmss.s |
 QY0583| CN3445 DYCE RM 1                             8.791 METERS 15326     |
 QY0583| CN3444 DYCE AZ MK                                         1994758.0 |
 QY0583| CN3446 DYCE RM 2                             8.932 METERS 25811     |
 QY0583|---------------------------------------------------------------------|
 QY0583
 QY0583                          SUPERSEDED SURVEY CONTROL
 QY0583
 QY0583  NAD 83(1986)-  45 14 16.30989(N)    113 02 52.74861(W) AD(       ) 2
 QY0583  NAD 27      -  45 14 16.58600(N)    113 02 49.60200(W) AD(       ) 2
 QY0583  NGVD 29 (07/19/86) 1851.1    (m)         6073.     (f) VERT ANG       
 QY0583
 QY0583.Superseded values are not recommended for survey control.
 QY0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0583.See file dsdata.txt to determine how the superseded data were derived.
 QY0583
 QY0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR3925711415(NAD 83)
 QY0583_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QY0583
 QY0583  HISTORY     - Date     Condition        Report By
 QY0583  HISTORY     - 1956     MONUMENTED       CGS
 QY0583  HISTORY     - 1958     SEE DESCRIPTION  USGS
 QY0583
 QY0583                          STATION DESCRIPTION
 QY0583
 QY0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0583'THE STATION IS ABOUT 21 MILES WEST OF DILLON, 2 MILES EAST
 QY0583'OF GRASSHOPPER CREEK AND 0.5 MILE WEST OF DYCE CREEK.  IT IS
 QY0583'87 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 6 FEET SOUTHEAST
 QY0583'OF A 4 IN X 4 IN WHITE WITNESS POST AND 3 FEET SOUTH OF A FENCE.
 QY0583'
 QY0583'TO REACH THE STATION FROM THE POST OFFICE IN DILLON, GO SOUTH
 QY0583'1 BLOCK, TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 16.5
 QY0583'MILES TO A Y-JUNCTION AT A SIGN JACKSON, CONTINUE STRAIGHT
 QY0583'AHEAD, WEST, FOR 4 MILES TO A CATTLE GUARD AND A POLE GATE ON
 QY0583'THE RIGHT, CONTINUE WEST FOR 0.45 MILE TO THE STATION ON THE
 QY0583'RIGHT.  CONTINUE WEST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 QY0583'RIGHT.
 QY0583'
 QY0583'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QY0583'DYCE 1956.
 QY0583'
 QY0583'REFERENCE MARK 1 IS 55 FEET NORTH OF THE CENTER OF THE ROAD
 QY0583'AND 32 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 3 INCHES, AND
 QY0583'THE DISK IS STAMPED DYCE NO 1 1956.
 QY0583'
 QY0583'REFERENCE MARK 2 IS 89 FEET NORTH OF THE CENTER OF THE ROAD
 QY0583'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 3 INCHES, AND
 QY0583'THE DISK IS STAMPED DYCE NO 2 1956.
 QY0583'
 QY0583'THE AZIMUTH MARK IS 42 FEET WEST OF THE CENTER OF THE ROAD AND
 QY0583'3 FEET NORTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 QY0583'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED DYCE 1956.
 QY0583
 QY0583                          STATION RECOVERY (1958)
 QY0583
 QY0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QY0583'STATION MARK AND REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.
 QY0583'
 QY0583'REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0028 ***********************************************************************
 PZ0028  DESIGNATION -  E
 PZ0028  PID         -  PZ0028
 PZ0028  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0028  USGS QUAD   -  SNOWLINE (1968)
 PZ0028
 PZ0028                         *CURRENT SURVEY CONTROL
 PZ0028  ___________________________________________________________________
 PZ0028* NAD 83(1986)-  44 36 07.     (N)    112 27 42.     (W)     SCALED    
 PZ0028* NAVD 88     -      2008.059  (meters)    6588.11   (feet)  ADJUSTED  
 PZ0028  ___________________________________________________________________
 PZ0028  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PZ0028  DYNAMIC HT  -        2006.919 (meters)    6584.37  (feet)  COMP
 PZ0028  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 PZ0028
 PZ0028  VERT ORDER  -  FIRST     CLASS II
 PZ0028
 PZ0028.The horizontal coordinates were scaled from a topographic map and have
 PZ0028.an estimated accuracy of +/- 6 seconds.
 PZ0028
 PZ0028.The orthometric height was determined by differential leveling
 PZ0028.and adjusted by the National Geodetic Survey in June 1991..
 PZ0028
 PZ0028.The geoid height was determined by GEOID03.
 PZ0028
 PZ0028.The dynamic height is computed by dividing the NAVD 88
 PZ0028.geopotential number by the normal gravity value computed on the
 PZ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0028.degrees latitude (g = 980.6199 gals.).
 PZ0028
 PZ0028.The modeled gravity was interpolated from observed gravity values.
 PZ0028
 PZ0028;                    North         East    Units  Estimated Accuracy
 PZ0028;SPC MT       -    43,570.      364,870.      MT  (+/- 180 meters Scaled)
 PZ0028
 PZ0028                          SUPERSEDED SURVEY CONTROL
 PZ0028
 PZ0028  NGVD 29 (??/??/92) 2006.711  (m)         6583.68   (f) ADJ UNCH    1 2
 PZ0028
 PZ0028.Superseded values are not recommended for survey control.
 PZ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0028.See file dsdata.txt to determine how the superseded data were derived.
 PZ0028
 PZ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ840397(NAD 83)
 PZ0028_MARKER: Q = CHISELED SQUARE
 PZ0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0028_SP_SET: CULVERT
 PZ0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0028
 PZ0028  HISTORY     - Date     Condition        Report By
 PZ0028  HISTORY     - UNK      MONUMENTED       CGS
 PZ0028  HISTORY     - 1962     GOOD             NGS
 PZ0028  HISTORY     - 1967     GOOD             NGS
 PZ0028
 PZ0028                          STATION DESCRIPTION
 PZ0028
 PZ0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PZ0028'7.1 MI SE FROM LIMA.
 PZ0028'7.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0028'AT LIMA, ON THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE FOUNDATION
 PZ0028'OF THE FORMER SNOWLINE WATER TANK, 57 FEET SOUTHWEST OF MILEPOLE
 PZ0028'272.75, 9 RAILS NORTHWEST OF CULVERT 272.69, 9 FEET NORTH-NORTHEAST OF
 PZ0028'THE NEAR RAIL, 0.3 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT HIGHER THAN
 PZ0028'THE TRACK, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE CHISLED
 PZ0028'LETTERS U S B M.
 PZ0028
 PZ0028                          STATION RECOVERY (1967)
 PZ0028
 PZ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0829 ***********************************************************************
 SR0829  DESIGNATION -  E 10 I
 SR0829  PID         -  SR0829
 SR0829  STATE/COUNTY-  MT/FERGUS
 SR0829  USGS QUAD   -  WILD BILL FLAT EAST (1978)
 SR0829
 SR0829                         *CURRENT SURVEY CONTROL
 SR0829  ___________________________________________________________________
 SR0829* NAD 83(1986)-  47 29 31.     (N)    109 30 35.     (W)     SCALED    
 SR0829* NAVD 88     -      1032.724  (meters)    3388.20   (feet)  ADJUSTED  
 SR0829  ___________________________________________________________________
 SR0829  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SR0829  DYNAMIC HT  -        1032.679 (meters)    3388.05  (feet)  COMP
 SR0829  MODELED GRAV-     980,533.6   (mgal)                       NAVD 88
 SR0829
 SR0829  VERT ORDER  -  SECOND    CLASS 0
 SR0829
 SR0829.The horizontal coordinates were scaled from a topographic map and have
 SR0829.an estimated accuracy of +/- 6 seconds.
 SR0829
 SR0829.The orthometric height was determined by differential leveling
 SR0829.and adjusted by the National Geodetic Survey in June 1991..
 SR0829
 SR0829.The geoid height was determined by GEOID03.
 SR0829
 SR0829.The dynamic height is computed by dividing the NAVD 88
 SR0829.geopotential number by the normal gravity value computed on the
 SR0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0829.degrees latitude (g = 980.6199 gals.).
 SR0829
 SR0829.The modeled gravity was interpolated from observed gravity values.
 SR0829
 SR0829;                    North         East    Units  Estimated Accuracy
 SR0829;SPC MT       -   360,240.      599,270.      MT  (+/- 180 meters Scaled)
 SR0829
 SR0829                          SUPERSEDED SURVEY CONTROL
 SR0829
 SR0829  NGVD 29 (??/??/92) 1031.899  (m)         3385.49   (f) ADJ UNCH    2 0
 SR0829
 SR0829.Superseded values are not recommended for survey control.
 SR0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0829.See file dsdata.txt to determine how the superseded data were derived.
 SR0829
 SR0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT122609(NAD 83)
 SR0829_MARKER: DS = TRIANGULATION STATION DISK
 SR0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0829_STAMPING: E 10 I 1961
 SR0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0829+STABILITY: SURFACE MOTION
 SR0829
 SR0829  HISTORY     - Date     Condition        Report By
 SR0829  HISTORY     - 1961     MONUMENTED       CGS
 SR0829
 SR0829                          STATION DESCRIPTION
 SR0829
 SR0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0829'9.0 MI W FROM SUFFOLK.
 SR0829'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0829'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0829'THENCE 7.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 SR0829'NORTHEAST ALONG A TRAIL ROAD TO A GATE IN AN EAST-WEST FENCE, THENCE
 SR0829'0.3 MILE NORTH-NORTHWEST ALONG A TRAIL ROAD TO THE TOP OF A SMALL
 SR0829'KNOLL, IN SECTION 24, T 20 N, R 17 E, 0.3 MILE NORTHEAST OF A POWER
 SR0829'POLE, 38 FEET NORTHEAST OF THE CENTER LINE OF A TRAIL ROAD, 50.7 FEET
 SR0829'NORTHWEST OF E 10 E R.M. 2 50.7 FEET SOUTH OF E 10 I R.M. 1, 14 1/2
 SR0829'FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0829'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0830 ***********************************************************************
 SR0830  DESIGNATION -  E 10 I RM 1
 SR0830  PID         -  SR0830
 SR0830  STATE/COUNTY-  MT/FERGUS
 SR0830  USGS QUAD   -  WILD BILL FLAT EAST (1978)
 SR0830
 SR0830                         *CURRENT SURVEY CONTROL
 SR0830  ___________________________________________________________________
 SR0830* NAD 83(1986)-  47 29 32.     (N)    109 30 35.     (W)     SCALED    
 SR0830* NAVD 88     -      1031.921  (meters)    3385.56   (feet)  ADJUSTED  
 SR0830  ___________________________________________________________________
 SR0830  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SR0830  DYNAMIC HT  -        1031.876 (meters)    3385.41  (feet)  COMP
 SR0830  MODELED GRAV-     980,533.6   (mgal)                       NAVD 88
 SR0830
 SR0830  VERT ORDER  -  SECOND    CLASS 0
 SR0830
 SR0830.The horizontal coordinates were scaled from a topographic map and have
 SR0830.an estimated accuracy of +/- 6 seconds.
 SR0830
 SR0830.The orthometric height was determined by differential leveling
 SR0830.and adjusted by the National Geodetic Survey in June 1991..
 SR0830
 SR0830.The geoid height was determined by GEOID03.
 SR0830
 SR0830.The dynamic height is computed by dividing the NAVD 88
 SR0830.geopotential number by the normal gravity value computed on the
 SR0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0830.degrees latitude (g = 980.6199 gals.).
 SR0830
 SR0830.The modeled gravity was interpolated from observed gravity values.
 SR0830
 SR0830;                    North         East    Units  Estimated Accuracy
 SR0830;SPC MT       -   360,270.      599,270.      MT  (+/- 180 meters Scaled)
 SR0830
 SR0830                          SUPERSEDED SURVEY CONTROL
 SR0830
 SR0830  NGVD 29 (??/??/92) 1031.096  (m)         3382.85   (f) ADJ UNCH    2 0
 SR0830
 SR0830.Superseded values are not recommended for survey control.
 SR0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0830.See file dsdata.txt to determine how the superseded data were derived.
 SR0830
 SR0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT122609(NAD 83)
 SR0830_MARKER: DR = REFERENCE MARK DISK
 SR0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0830_STAMPING: E 10 I NO 1 1961
 SR0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0830+STABILITY: SURFACE MOTION
 SR0830
 SR0830  HISTORY     - Date     Condition        Report By
 SR0830  HISTORY     - 1961     MONUMENTED       CGS
 SR0830
 SR0830                          STATION DESCRIPTION
 SR0830
 SR0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0830'9.0 MI W FROM SUFFOLK.
 SR0830'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0830'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0830'THENCE 7.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 SR0830'NORTHEAST ALONG A TRAIL ROAD TO A GATE IN AN EAST-WEST FENCE, THENCE
 SR0830'0.3 MILE NORTH-NORTHWEST ALONG A TRAIL ROAD TO THE TOP OF A SMALL
 SR0830'KNOLL, IN SECTION 24, T 20 N, R 17 E, 210 FEET SOUTH OF A MUSHROOM
 SR0830'SHAPED ROCK FORMATION, 50.7 FEET NORTH OF E 10 I 1961, AND SET IN THE
 SR0830'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0828 ***********************************************************************
 SR0828  DESIGNATION -  E 10 I RM 2
 SR0828  PID         -  SR0828
 SR0828  STATE/COUNTY-  MT/FERGUS
 SR0828  USGS QUAD   -  WILD BILL FLAT EAST (1978)
 SR0828
 SR0828                         *CURRENT SURVEY CONTROL
 SR0828  ___________________________________________________________________
 SR0828* NAD 83(1986)-  47 29 31.     (N)    109 30 36.     (W)     SCALED    
 SR0828* NAVD 88     -      1032.273  (meters)    3386.72   (feet)  ADJUSTED  
 SR0828  ___________________________________________________________________
 SR0828  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SR0828  DYNAMIC HT  -        1032.229 (meters)    3386.57  (feet)  COMP
 SR0828  MODELED GRAV-     980,533.6   (mgal)                       NAVD 88
 SR0828
 SR0828  VERT ORDER  -  SECOND    CLASS 0
 SR0828
 SR0828.The horizontal coordinates were scaled from a topographic map and have
 SR0828.an estimated accuracy of +/- 6 seconds.
 SR0828
 SR0828.The orthometric height was determined by differential leveling
 SR0828.and adjusted by the National Geodetic Survey in June 1991..
 SR0828
 SR0828.The geoid height was determined by GEOID03.
 SR0828
 SR0828.The dynamic height is computed by dividing the NAVD 88
 SR0828.geopotential number by the normal gravity value computed on the
 SR0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0828.degrees latitude (g = 980.6199 gals.).
 SR0828
 SR0828.The modeled gravity was interpolated from observed gravity values.
 SR0828
 SR0828;                    North         East    Units  Estimated Accuracy
 SR0828;SPC MT       -   360,240.      599,250.      MT  (+/- 180 meters Scaled)
 SR0828
 SR0828                          SUPERSEDED SURVEY CONTROL
 SR0828
 SR0828  NGVD 29 (??/??/92) 1031.448  (m)         3384.01   (f) ADJ UNCH    2 0
 SR0828
 SR0828.Superseded values are not recommended for survey control.
 SR0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0828.See file dsdata.txt to determine how the superseded data were derived.
 SR0828
 SR0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT122609(NAD 83)
 SR0828_MARKER: DR = REFERENCE MARK DISK
 SR0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0828_STAMPING: E 10 I NO 2 1961
 SR0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0828+STABILITY: SURFACE MOTION
 SR0828
 SR0828  HISTORY     - Date     Condition        Report By
 SR0828  HISTORY     - 1961     MONUMENTED       CGS
 SR0828
 SR0828                          STATION DESCRIPTION
 SR0828
 SR0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0828'9.0 MI W FROM SUFFOLK.
 SR0828'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0828'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0828'THENCE 7.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 SR0828'NORTHEAST ALONG A TRAIL ROAD TO A GATE IN AN EAST-WEST FENCE, THENCE
 SR0828'0.3 MILE NORTH-NORTHEAST ALONG A TRAIL ROAD TO THE TOP OF A SMALL
 SR0828'KNOLL, IN SECTION 24, T 20 N, R 17 E, 76 FEET EAST OF THE CENTER LINE
 SR0828'OF THE TRAIL ROAD, 50.7 FEET SOUTHEAST OF E 10 I 1961, AND SET IN THE
 SR0828'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0831 ***********************************************************************
 SR0831  DESIGNATION -  E 10 J
 SR0831  PID         -  SR0831
 SR0831  STATE/COUNTY-  MT/FERGUS
 SR0831  USGS QUAD   -  WILD BILL FLAT EAST (1978)
 SR0831
 SR0831                         *CURRENT SURVEY CONTROL
 SR0831  ___________________________________________________________________
 SR0831* NAD 83(1986)-  47 29 46.     (N)    109 30 56.     (W)     SCALED    
 SR0831* NAVD 88     -      1006.370  (meters)    3301.73   (feet)  ADJUSTED  
 SR0831  ___________________________________________________________________
 SR0831  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 SR0831  DYNAMIC HT  -        1006.324 (meters)    3301.58  (feet)  COMP
 SR0831  MODELED GRAV-     980,533.2   (mgal)                       NAVD 88
 SR0831
 SR0831  VERT ORDER  -  SECOND    CLASS 0
 SR0831
 SR0831.The horizontal coordinates were scaled from a topographic map and have
 SR0831.an estimated accuracy of +/- 6 seconds.
 SR0831
 SR0831.The orthometric height was determined by differential leveling
 SR0831.and adjusted by the National Geodetic Survey in June 1991..
 SR0831
 SR0831.The geoid height was determined by GEOID03.
 SR0831
 SR0831.The dynamic height is computed by dividing the NAVD 88
 SR0831.geopotential number by the normal gravity value computed on the
 SR0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0831.degrees latitude (g = 980.6199 gals.).
 SR0831
 SR0831.The modeled gravity was interpolated from observed gravity values.
 SR0831
 SR0831;                    North         East    Units  Estimated Accuracy
 SR0831;SPC MT       -   360,700.      598,830.      MT  (+/- 180 meters Scaled)
 SR0831
 SR0831                          SUPERSEDED SURVEY CONTROL
 SR0831
 SR0831  NGVD 29 (??/??/92) 1005.540  (m)         3299.01   (f) ADJ UNCH    2 0
 SR0831
 SR0831.Superseded values are not recommended for survey control.
 SR0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0831.See file dsdata.txt to determine how the superseded data were derived.
 SR0831
 SR0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT118613(NAD 83)
 SR0831_MARKER: DS = TRIANGULATION STATION DISK
 SR0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0831_STAMPING: E 10 J 1961
 SR0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0831+STABILITY: SURFACE MOTION
 SR0831
 SR0831  HISTORY     - Date     Condition        Report By
 SR0831  HISTORY     - 1961     MONUMENTED       CGS
 SR0831
 SR0831                          STATION DESCRIPTION
 SR0831
 SR0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0831'9.4 MI W FROM SUFFOLK.
 SR0831'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0831'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0831'THENCE 7.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 SR0831'NORTHEAST ALONG A TRAIL ROAD TO A GATE IN AN EAST-WEST FENCE, THENCE
 SR0831'0.3 MILE NORTH-NORTHWEST ALONG A TRAIL ROAD TO THE CREST OF A SMALL
 SR0831'KNOLL, THENCE 0.4 MILE WEST ALONG THE SOUTH EDGE OF A FIELD, IN
 SR0831'SECTION 14, T 20 N, R 17 E, 0.35 MILE WEST OF 3 MUSHROOM SHAPED ROCK
 SR0831'FORMATIONS, 64 FEET WEST OF THE WEST EDGE OF THE FIELD, 25.8 FEET EAST
 SR0831'OF E 10 J R.M. 2, 24.4 FEET SOUTH OF E 10 J R.M. 1, 4 1/2 FEET
 SR0831'NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0831'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0833 ***********************************************************************
 SR0833  DESIGNATION -  E 10 J RM 1
 SR0833  PID         -  SR0833
 SR0833  STATE/COUNTY-  MT/FERGUS
 SR0833  USGS QUAD   -  WILD BILL FLAT EAST (1978)
 SR0833
 SR0833                         *CURRENT SURVEY CONTROL
 SR0833  ___________________________________________________________________
 SR0833* NAD 83(1986)-  47 29 47.     (N)    109 30 56.     (W)     SCALED    
 SR0833* NAVD 88     -      1006.501  (meters)    3302.16   (feet)  ADJUSTED  
 SR0833  ___________________________________________________________________
 SR0833  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 SR0833  DYNAMIC HT  -        1006.456 (meters)    3302.01  (feet)  COMP
 SR0833  MODELED GRAV-     980,533.2   (mgal)                       NAVD 88
 SR0833
 SR0833  VERT ORDER  -  SECOND    CLASS 0
 SR0833
 SR0833.The horizontal coordinates were scaled from a topographic map and have
 SR0833.an estimated accuracy of +/- 6 seconds.
 SR0833
 SR0833.The orthometric height was determined by differential leveling
 SR0833.and adjusted by the National Geodetic Survey in June 1991..
 SR0833
 SR0833.The geoid height was determined by GEOID03.
 SR0833
 SR0833.The dynamic height is computed by dividing the NAVD 88
 SR0833.geopotential number by the normal gravity value computed on the
 SR0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0833.degrees latitude (g = 980.6199 gals.).
 SR0833
 SR0833.The modeled gravity was interpolated from observed gravity values.
 SR0833
 SR0833;                    North         East    Units  Estimated Accuracy
 SR0833;SPC MT       -   360,730.      598,830.      MT  (+/- 180 meters Scaled)
 SR0833
 SR0833                          SUPERSEDED SURVEY CONTROL
 SR0833
 SR0833  NGVD 29 (??/??/92) 1005.672  (m)         3299.44   (f) ADJ UNCH    2 0
 SR0833
 SR0833.Superseded values are not recommended for survey control.
 SR0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0833.See file dsdata.txt to determine how the superseded data were derived.
 SR0833
 SR0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT118613(NAD 83)
 SR0833_MARKER: DR = REFERENCE MARK DISK
 SR0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0833_STAMPING: E 10 J NO 1 1961
 SR0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0833+STABILITY: SURFACE MOTION
 SR0833
 SR0833  HISTORY     - Date     Condition        Report By
 SR0833  HISTORY     - 1961     MONUMENTED       CGS
 SR0833
 SR0833                          STATION DESCRIPTION
 SR0833
 SR0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0833'9.4 MI W FROM SUFFOLK.
 SR0833'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0833'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0833'THENCE 7.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE
 SR0833'NORTHEAST ALONG A TRAIL ROAD TO A GATE IN AN EAST-WEST FENCE, THENCE
 SR0833'0.3 MILE NORTH-NORTHWEST ALONG A TRAIL ROAD TO THE CREST OF A SMALL
 SR0833'KNOLL, THENCE 0.4 MILE WEST ALONG THE SOUTH EDGE OF A FIELD, IN
 SR0833'SECTION 14, T 20 N, R 17 E, 62 FEET WEST OF THE WEST EDGE OF THE
 SR0833'FIELD, 0.35 MILE WEST OF 3 MUSHROOM SHAPED ROCK FORMATIONS, 24.4 FEET
 SR0833'NORTH OF E 10 J 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SR0833'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0832 ***********************************************************************
 SR0832  DESIGNATION -  E 10 J RM 2
 SR0832  PID         -  SR0832
 SR0832  STATE/COUNTY-  MT/FERGUS
 SR0832  USGS QUAD   -  WILD BILL FLAT EAST (1978)
 SR0832
 SR0832                         *CURRENT SURVEY CONTROL
 SR0832  ___________________________________________________________________
 SR0832* NAD 83(1986)-  47 29 45.     (N)    109 30 57.     (W)     SCALED    
 SR0832* NAVD 88     -      1006.207  (meters)    3301.20   (feet)  ADJUSTED  
 SR0832  ___________________________________________________________________
 SR0832  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 SR0832  DYNAMIC HT  -        1006.162 (meters)    3301.05  (feet)  COMP
 SR0832  MODELED GRAV-     980,533.2   (mgal)                       NAVD 88
 SR0832
 SR0832  VERT ORDER  -  SECOND    CLASS 0
 SR0832
 SR0832.The horizontal coordinates were scaled from a topographic map and have
 SR0832.an estimated accuracy of +/- 6 seconds.
 SR0832
 SR0832.The orthometric height was determined by differential leveling
 SR0832.and adjusted by the National Geodetic Survey in June 1991..
 SR0832
 SR0832.The geoid height was determined by GEOID03.
 SR0832
 SR0832.The dynamic height is computed by dividing the NAVD 88
 SR0832.geopotential number by the normal gravity value computed on the
 SR0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0832.degrees latitude (g = 980.6199 gals.).
 SR0832
 SR0832.The modeled gravity was interpolated from observed gravity values.
 SR0832
 SR0832;                    North         East    Units  Estimated Accuracy
 SR0832;SPC MT       -   360,670.      598,810.      MT  (+/- 180 meters Scaled)
 SR0832
 SR0832                          SUPERSEDED SURVEY CONTROL
 SR0832
 SR0832  NGVD 29 (??/??/92) 1005.377  (m)         3298.47   (f) ADJ UNCH    2 0
 SR0832
 SR0832.Superseded values are not recommended for survey control.
 SR0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0832.See file dsdata.txt to determine how the superseded data were derived.
 SR0832
 SR0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT117613(NAD 83)
 SR0832_MARKER: DR = REFERENCE MARK DISK
 SR0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0832_STAMPING: E 10 J NO 2  1961
 SR0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0832+STABILITY: SURFACE MOTION
 SR0832
 SR0832  HISTORY     - Date     Condition        Report By
 SR0832  HISTORY     - 1961     MONUMENTED       CGS
 SR0832
 SR0832                          STATION DESCRIPTION
 SR0832
 SR0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0832'9.4 MI W FROM SUFFOLK.
 SR0832'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 SR0832'RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK, THENCE
 SR0832'7.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTHEAST
 SR0832'ALONG A TRAIL ROAD TO A GATE IN AN EAST-WEST FENCE, THENCE 0.3 MILE
 SR0832'NORTH-NORTHWEST ALONG A TRAIL ROAD TO THE CREST OF A SMALL KNOLL,
 SR0832'THENCE 0.4 MILE WEST ALONG THE EDGE OF A FIELD, IN SECTION 14, T 20 N,
 SR0832'R 17 E, 0.35 MILE WEST OF 3 MUSHROOM SHAPED ROCK FORMATIONS, 89 FEET
 SR0832'WEST OF THE WEST EDGE OF A FIELD, 25.8 FEET WEST OF E 10 J 1961, 30.2
 SR0832'FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0832'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0416 ***********************************************************************
 ST0416  DESIGNATION -  E 100
 ST0416  PID         -  ST0416
 ST0416  STATE/COUNTY-  MT/MISSOULA
 ST0416  USGS QUAD   -  SALMON LAKE (1965)
 ST0416
 ST0416                         *CURRENT SURVEY CONTROL
 ST0416  ___________________________________________________________________
 ST0416* NAD 83(1986)-  47 05 32.     (N)    113 23 43.     (W)     SCALED    
 ST0416* NAVD 88     -      1201.205  (meters)    3940.95   (feet)  ADJUSTED  
 ST0416  ___________________________________________________________________
 ST0416  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 ST0416  DYNAMIC HT  -        1201.000 (meters)    3940.28  (feet)  COMP
 ST0416  MODELED GRAV-     980,401.9   (mgal)                       NAVD 88
 ST0416
 ST0416  VERT ORDER  -  SECOND    CLASS 0
 ST0416
 ST0416.The horizontal coordinates were scaled from a topographic map and have
 ST0416.an estimated accuracy of +/- 6 seconds.
 ST0416
 ST0416.The orthometric height was determined by differential leveling
 ST0416.and adjusted by the National Geodetic Survey in June 1991..
 ST0416
 ST0416.The geoid height was determined by GEOID03.
 ST0416
 ST0416.The dynamic height is computed by dividing the NAVD 88
 ST0416.geopotential number by the normal gravity value computed on the
 ST0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0416.degrees latitude (g = 980.6199 gals.).
 ST0416
 ST0416.The modeled gravity was interpolated from observed gravity values.
 ST0416
 ST0416;                    North         East    Units  Estimated Accuracy
 ST0416;SPC MT       -   323,170.      304,550.      MT  (+/- 180 meters Scaled)
 ST0416
 ST0416                          SUPERSEDED SURVEY CONTROL
 ST0416
 ST0416  NGVD 29 (??/??/92) 1200.075  (m)         3937.25   (f) ADJ UNCH    2 0
 ST0416
 ST0416.Superseded values are not recommended for survey control.
 ST0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0416.See file dsdata.txt to determine how the superseded data were derived.
 ST0416
 ST0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT182181(NAD 83)
 ST0416_MARKER: DB = BENCH MARK DISK
 ST0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0416_STAMPING: E 100 1934
 ST0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0416+STABILITY: SURFACE MOTION
 ST0416
 ST0416  HISTORY     - Date     Condition        Report By
 ST0416  HISTORY     - 1934     MONUMENTED       CGS
 ST0416  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0416
 ST0416                          STATION DESCRIPTION
 ST0416
 ST0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0416'12.8 MI S FROM SEELEY LAKE.
 ST0416'12.8 MILES SOUTH ALONG STATE HIGHWAY 31 FROM SEELEY LAKE, IN A CAMP
 ST0416'GROUND, 40 YARDS SOUTHEAST OF A CULVERT AT A CURVE, 44 FEET EAST OF
 ST0416'THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTHWEST OF A 24-INCH PINE
 ST0416'TREE.  A STANDARD DISK, STAMPED E 100 1934 AND SET IN THE TOP OF A
 ST0416'CONCRETE POST.  NOTE-- BULLDOZING IN THE AREA.
 ST0416
 ST0416                          STATION RECOVERY (1965)
 ST0416
 ST0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0697 ***********************************************************************
 RX0697  DESIGNATION -  E 101
 RX0697  PID         -  RX0697
 RX0697  STATE/COUNTY-  MT/MISSOULA
 RX0697  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0697
 RX0697                         *CURRENT SURVEY CONTROL
 RX0697  ___________________________________________________________________
 RX0697* NAD 83(1986)-  46 51 56.     (N)    113 57 05.     (W)     SCALED    
 RX0697* NAVD 88     -       986.177  (meters)    3235.48   (feet)  ADJUSTED  
 RX0697  ___________________________________________________________________
 RX0697  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 RX0697  DYNAMIC HT  -         986.028 (meters)    3234.99  (feet)  COMP
 RX0697  MODELED GRAV-     980,429.5   (mgal)                       NAVD 88
 RX0697  OBS GRAVITY -     980,431.4   (mgal)                       GRAV_OBS
 RX0697
 RX0697  VERT ORDER  -  FIRST     CLASS II
 RX0697
 RX0697.The horizontal coordinates were scaled from a topographic map and have
 RX0697.an estimated accuracy of +/- 6 seconds.
 RX0697
 RX0697.The orthometric height was determined by differential leveling
 RX0697.and adjusted by the National Geodetic Survey in June 1991..
 RX0697
 RX0697.The geoid height was determined by GEOID03.
 RX0697
 RX0697.The dynamic height is computed by dividing the NAVD 88
 RX0697.geopotential number by the normal gravity value computed on the
 RX0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0697.degrees latitude (g = 980.6199 gals.).
 RX0697
 RX0697.The modeled gravity was interpolated from observed gravity values.
 RX0697.The observed gravity was obtained from relative gravimeter ties
 RX0697.to the IGSN71 gravity network.
 RX0697
 RX0697;                    North         East    Units  Estimated Accuracy
 RX0697;SPC MT       -   300,280.      260,980.      MT  (+/- 180 meters Scaled)
 RX0697
 RX0697                          SUPERSEDED SURVEY CONTROL
 RX0697
 RX0697  NGVD 29 (??/??/92)  985.098  (m)         3231.94   (f) ADJ UNCH    1 2
 RX0697
 RX0697.Superseded values are not recommended for survey control.
 RX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0697.See file dsdata.txt to determine how the superseded data were derived.
 RX0697
 RX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS750944(NAD 83)
 RX0697_MARKER: DB = BENCH MARK DISK
 RX0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0697_SP_SET: ABUTMENT
 RX0697_STAMPING: E 101 1934
 RX0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0697
 RX0697  HISTORY     - Date     Condition        Report By
 RX0697  HISTORY     - 1934     MONUMENTED       CGS
 RX0697  HISTORY     - 1959     GOOD             NGS
 RX0697  HISTORY     - 1979     GOOD             NGS
 RX0697
 RX0697                          STATION DESCRIPTION
 RX0697
 RX0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0697'2.2 MI SE FROM MISSOULA.
 RX0697'ABOUT 2.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0697'STATION AT MISSOULA, 4 1/2 POLES NORTHWEST OF MILEPOST 117, IN THE
 RX0697'SOUTHWEST 1/4 OF SECTION 24, T 13 N, R 19 W, AT THE HIGHWAY UNDERPASS,
 RX0697'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 RX0697'UNDERPASS, 8 FEET NORTH OF THE NORTH RAIL OF THE TRACK, AND ABOUT 1
 RX0697'1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 RX0697
 RX0697                          STATION RECOVERY (1979)
 RX0697
 RX0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0697'OMIT--OLD MILEAGE HEADING.  ADD--1.6 MILES SOUTHEAST ALONG
 RX0697'INTERSTATE HIGHWAY 90 FROM THE VAN BUREN STREET INTERCHANGE AT
 RX0697'MISSOULA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0031 ***********************************************************************
 SU0031  DESIGNATION -  E 102
 SU0031  PID         -  SU0031
 SU0031  STATE/COUNTY-  MT/FLATHEAD
 SU0031  USGS QUAD   -  IRVINE LOOKOUT TOWER (1964)
 SU0031
 SU0031                         *CURRENT SURVEY CONTROL
 SU0031  ___________________________________________________________________
 SU0031* NAD 83(1986)-  47 48 56.     (N)    114 28 00.     (W)     SCALED    
 SU0031* NAVD 88     -       970.272  (meters)    3183.30   (feet)  ADJUSTED  
 SU0031  ___________________________________________________________________
 SU0031  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SU0031  DYNAMIC HT  -         970.241 (meters)    3183.20  (feet)  COMP
 SU0031  MODELED GRAV-     980,547.0   (mgal)                       NAVD 88
 SU0031
 SU0031  VERT ORDER  -  SECOND    CLASS 0
 SU0031
 SU0031.The horizontal coordinates were scaled from a topographic map and have
 SU0031.an estimated accuracy of +/- 6 seconds.
 SU0031
 SU0031.The orthometric height was determined by differential leveling
 SU0031.and adjusted by the National Geodetic Survey in June 1991..
 SU0031
 SU0031.The geoid height was determined by GEOID03.
 SU0031
 SU0031.The dynamic height is computed by dividing the NAVD 88
 SU0031.geopotential number by the normal gravity value computed on the
 SU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0031.degrees latitude (g = 980.6199 gals.).
 SU0031
 SU0031.The modeled gravity was interpolated from observed gravity values.
 SU0031
 SU0031;                    North         East    Units  Estimated Accuracy
 SU0031;SPC MT       -   407,980.      228,480.      MT  (+/- 180 meters Scaled)
 SU0031
 SU0031                          SUPERSEDED SURVEY CONTROL
 SU0031
 SU0031  NGVD 29 (??/??/92)  969.154  (m)         3179.63   (f) ADJ UNCH    2 0
 SU0031
 SU0031.Superseded values are not recommended for survey control.
 SU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0031.See file dsdata.txt to determine how the superseded data were derived.
 SU0031
 SU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN896989(NAD 83)
 SU0031_MARKER: DB = BENCH MARK DISK
 SU0031_SETTING: 66 = SET IN ROCK OUTCROP
 SU0031_SP_SET: ROCK
 SU0031_STAMPING: E 102 1934
 SU0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0031+STABILITY: POSITION/ELEVATION WELL
 SU0031
 SU0031  HISTORY     - Date     Condition        Report By
 SU0031  HISTORY     - 1934     MONUMENTED       CGS
 SU0031
 SU0031                          STATION DESCRIPTION
 SU0031
 SU0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SU0031'6.7 MI W FROM ELMO.
 SU0031'IN FLATHEAD COUNTY, 6.7 MILES WEST ALONG THE 1934 ROUTE OF STATE
 SU0031'HIGHWAY 28 FROM THE POST OFFICE AT ELMO, LAKE COUNTY, 82 FEET NORTH OF
 SU0031'THE CENTERLINE OF THE ROAD, IN THE STEP OF A ROCK, AND ABOUT 6 FEET
 SU0031'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED E 102 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0286 ***********************************************************************
 QX0286  DESIGNATION -  E 103
 QX0286  PID         -  QX0286
 QX0286  STATE/COUNTY-  MT/GALLATIN
 QX0286  USGS QUAD   -  HIDDEN LAKE (1988)
 QX0286
 QX0286                         *CURRENT SURVEY CONTROL
 QX0286  ___________________________________________________________________
 QX0286* NAD 83(1986)-  45 18 38.     (N)    111 11 24.     (W)     SCALED    
 QX0286* NAVD 88     -      1783.278  (meters)    5850.64   (feet)  ADJUSTED  
 QX0286  ___________________________________________________________________
 QX0286  GEOID HEIGHT-          -9.12  (meters)                     GEOID03
 QX0286  DYNAMIC HT  -        1782.427 (meters)    5847.85  (feet)  COMP
 QX0286  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 QX0286
 QX0286  VERT ORDER  -  FIRST     CLASS II
 QX0286
 QX0286.The horizontal coordinates were scaled from a topographic map and have
 QX0286.an estimated accuracy of +/- 6 seconds.
 QX0286
 QX0286.The orthometric height was determined by differential leveling
 QX0286.and adjusted by the National Geodetic Survey in June 1991..
 QX0286
 QX0286.The geoid height was determined by GEOID03.
 QX0286
 QX0286.The dynamic height is computed by dividing the NAVD 88
 QX0286.geopotential number by the normal gravity value computed on the
 QX0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0286.degrees latitude (g = 980.6199 gals.).
 QX0286
 QX0286.The modeled gravity was interpolated from observed gravity values.
 QX0286
 QX0286;                    North         East    Units  Estimated Accuracy
 QX0286;SPC MT       -   119,300.      467,500.      MT  (+/- 180 meters Scaled)
 QX0286
 QX0286                          SUPERSEDED SURVEY CONTROL
 QX0286
 QX0286  NGVD 29 (??/??/92) 1781.841  (m)         5845.92   (f) ADJ UNCH    1 2
 QX0286
 QX0286.Superseded values are not recommended for survey control.
 QX0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0286.See file dsdata.txt to determine how the superseded data were derived.
 QX0286
 QX0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR851174(NAD 83)
 QX0286_MARKER: DB = BENCH MARK DISK
 QX0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0286_SP_SET: CULVERT
 QX0286_STAMPING: E 103 1934
 QX0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0286
 QX0286  HISTORY     - Date     Condition        Report By
 QX0286  HISTORY     - 1934     MONUMENTED       CGS
 QX0286  HISTORY     - 1960     GOOD             NGS
 QX0286
 QX0286                          STATION DESCRIPTION
 QX0286
 QX0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0286'2.65 MI S FROM KARST RANCH.
 QX0286'ABOUT 2.65 MILES SOUTH ALONG U. S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0286'STATION AT KARST RANCH, IN SECTION 14, T 6 S, R 4 E, 64 FEET EAST OF
 QX0286'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A BOULDER WHICH IS IN A
 QX0286'GROUP OF BOULDERS AND PROJECTS 2 FEET ABOVE THE GROUND, 46 FEET EAST
 QX0286'OF THE EAST END OF A 16-INCH METAL CULVERT, AND ABOUT 10 FEET ABOVE
 QX0286'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0869 ***********************************************************************
 SS0869  DESIGNATION -  E 10=33 CAP
 SS0869  PID         -  SS0869
 SS0869  STATE/COUNTY-  MT/CASCADE
 SS0869  USGS QUAD   -  HARDY (1961)
 SS0869
 SS0869                         *CURRENT SURVEY CONTROL
 SS0869  ___________________________________________________________________
 SS0869* NAD 83(1986)-  47 13 38.     (N)    111 45 42.     (W)     SCALED    
 SS0869* NAVD 88     -      1033.131  (meters)    3389.53   (feet)  POSTED    
 SS0869  ___________________________________________________________________
 SS0869  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SS0869  DYNAMIC HT  -        1033.020 (meters)    3389.17  (feet)  COMP
 SS0869  MODELED GRAV-     980,472.5   (mgal)                       NAVD 88
 SS0869
 SS0869  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SS0869
 SS0869.The horizontal coordinates were scaled from a topographic map and have
 SS0869.an estimated accuracy of +/- 6 seconds.
 SS0869
 SS0869.The orthometric height was determined by differential leveling
 SS0869.and adjusted by the National Geodetic Survey in 1992..
 SS0869.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SS0869.rate of 1.1 thru 2.0 mm/km.
 SS0869
 SS0869.The geoid height was determined by GEOID03.
 SS0869
 SS0869.The dynamic height is computed by dividing the NAVD 88
 SS0869.geopotential number by the normal gravity value computed on the
 SS0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0869.degrees latitude (g = 980.6199 gals.).
 SS0869
 SS0869.The modeled gravity was interpolated from observed gravity values.
 SS0869
 SS0869;                    North         East    Units  Estimated Accuracy
 SS0869;SPC MT       -   333,290.      428,840.      MT  (+/- 180 meters Scaled)
 SS0869
 SS0869                          SUPERSEDED SURVEY CONTROL
 SS0869
 SS0869.No superseded survey control is available for this station.
 SS0869
 SS0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT423306(NAD 83)
 SS0869_MARKER: P = PIPE CAP
 SS0869_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0869_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0869
 SS0869  HISTORY     - Date     Condition        Report By
 SS0869  HISTORY     - UNK      MONUMENTED       MORC
 SS0869  HISTORY     - 1962     MARK NOT FOUND   NGS
 SS0869
 SS0869                          STATION DESCRIPTION
 SS0869
 SS0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0869'4.5 MI SW FROM CASCADE.
 SS0869'4.5 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0869'AT CASCADE, CASCADE COUNTY BETWEEN THE RAILROAD AND MISSOURI RIVER, AT
 SS0869'A CUT ON THE RIVER SIDE OF A HILL, AT A PROMINENT BEND IN THE RIVER,
 SS0869'AT MILEAGE 148.4, 250 FEET BELOW A ROCKY POINT OF THE HILL, 250 FEET
 SS0869'FROM THE TRACK, AND 100 FEET FROM THE RIVER.  A MISSOURI RIVER
 SS0869'COMMISSION STANDARD CAP, BOLTED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0376 ***********************************************************************
 PY0376  DESIGNATION -  E 105
 PY0376  PID         -  PY0376
 PY0376  STATE/COUNTY-  MT/GALLATIN
 PY0376  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0376
 PY0376                         *CURRENT SURVEY CONTROL
 PY0376  ___________________________________________________________________
 PY0376* NAD 83(1986)-  44 39 38.     (N)    111 06 54.     (W)     SCALED    
 PY0376* NAVD 88     -      2030.117  (meters)    6660.48   (feet)  ADJUSTED  
 PY0376  ___________________________________________________________________
 PY0376  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0376  DYNAMIC HT  -        2028.970 (meters)    6656.71  (feet)  COMP
 PY0376  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 PY0376
 PY0376  VERT ORDER  -  FIRST     CLASS II
 PY0376
 PY0376.This mark is at Yellowstone Airport (WYS)
 PY0376
 PY0376.The horizontal coordinates were scaled from a topographic map and have
 PY0376.an estimated accuracy of +/- 6 seconds.
 PY0376
 PY0376.The orthometric height was determined by differential leveling
 PY0376.and adjusted by the National Geodetic Survey in June 1991..
 PY0376
 PY0376.The geoid height was determined by GEOID03.
 PY0376
 PY0376.The dynamic height is computed by dividing the NAVD 88
 PY0376.geopotential number by the normal gravity value computed on the
 PY0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0376.degrees latitude (g = 980.6199 gals.).
 PY0376
 PY0376.The modeled gravity was interpolated from observed gravity values.
 PY0376
 PY0376;                    North         East    Units  Estimated Accuracy
 PY0376;SPC MT       -    46,960.      471,890.      MT  (+/- 180 meters Scaled)
 PY0376
 PY0376                          SUPERSEDED SURVEY CONTROL
 PY0376
 PY0376  NGVD 29 (08/20/92) 2028.871  (m)         6656.39   (f) ADJUSTED    1 2
 PY0376
 PY0376.Superseded values are not recommended for survey control.
 PY0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0376.See file dsdata.txt to determine how the superseded data were derived.
 PY0376
 PY0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ908452(NAD 83)
 PY0376_MARKER: DB = BENCH MARK DISK
 PY0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0376_SP_SET: FOUNDATION
 PY0376_STAMPING: E 105 1960
 PY0376_MARK LOGO: CGS   
 PY0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PY0376+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2004
 PY0376
 PY0376  HISTORY     - Date     Condition        Report By
 PY0376  HISTORY     - 1960     MONUMENTED       CGS
 PY0376  HISTORY     - 1983     GOOD             NGS
 PY0376  HISTORY     - 20040422 GOOD             USPSQD
 PY0376
 PY0376                          STATION DESCRIPTION
 PY0376
 PY0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0376'1.0 MI W FROM WEST YELLOWSTONE.
 PY0376'0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 PY0376'WEST YELLOWSTONE, THENCE 0.2 MILE NORTH ALONG IRIS STREET, AT WEST
 PY0376'YELLOWSTONE AIRPORT, IN TOP AND NEAR THE CENTER OF A 5-BY 5-FOOT
 PY0376'CONCRETE FOUNDATION FOR AN ABANDONED AIRPORT LIGHT, 287 FEET WEST OF
 PY0376'THE CENTER LINE OF THE STREET, 114 FEET SOUTH OF A FENCE ALONG THE
 PY0376'SOUTH SIDE OF A PLANE PARKING AREA, 73 FEET SOUTH OF THE CENTER LINE
 PY0376'OF THE ENTRANCE DRIVE, 66 FEET EAST OF THE NORTHEAST CORNER OF THE
 PY0376'AIRPORT OFFICE BUILDING, AND ABOUT 1 FOOT HIGHER THAN THE GROUND.
 PY0376
 PY0376                          STATION RECOVERY (1983)
 PY0376
 PY0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0376'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 PY0376'THE FOLLOWING EXCEPTION, THE UNION PACIFIC RAILROAD STATION IS NOW THE
 PY0376'MUSEUM OF THE YELLOWSTONE.  ADD 1.3 METERS (4.3 FT) SOUTH OF A WITNESS
 PY0376'POST.
 PY0376
 PY0376                          STATION RECOVERY (2004)
 PY0376
 PY0376'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 PY0376'RECOVERED AS DESCRIBED EXCEPT NOTE -  DON'T BE CONFUSED BY NEW MARK
 PY0376'INSTALLED EAST NORTHEAST 55 YARDS STAMPED *FOREST SERVICE CONTROL,
 PY0376'EXPO 2*.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0315 ***********************************************************************
 SR0315  DESIGNATION -  E 11 G
 SR0315  PID         -  SR0315
 SR0315  STATE/COUNTY-  MT/FERGUS
 SR0315  USGS QUAD   -  WINIFRED WEST (1985)
 SR0315
 SR0315                         *CURRENT SURVEY CONTROL
 SR0315  ___________________________________________________________________
 SR0315* NAD 83(1986)-  47 35 11.     (N)    109 26 41.     (W)     SCALED    
 SR0315* NAVD 88     -      1039.567  (meters)    3410.65   (feet)  ADJUSTED  
 SR0315  ___________________________________________________________________
 SR0315  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SR0315  DYNAMIC HT  -        1039.527 (meters)    3410.51  (feet)  COMP
 SR0315  MODELED GRAV-     980,538.8   (mgal)                       NAVD 88
 SR0315
 SR0315  VERT ORDER  -  SECOND    CLASS 0
 SR0315
 SR0315.The horizontal coordinates were scaled from a topographic map and have
 SR0315.an estimated accuracy of +/- 6 seconds.
 SR0315
 SR0315.The orthometric height was determined by differential leveling
 SR0315.and adjusted by the National Geodetic Survey in June 1991..
 SR0315
 SR0315.The geoid height was determined by GEOID03.
 SR0315
 SR0315.The dynamic height is computed by dividing the NAVD 88
 SR0315.geopotential number by the normal gravity value computed on the
 SR0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0315.degrees latitude (g = 980.6199 gals.).
 SR0315
 SR0315.The modeled gravity was interpolated from observed gravity values.
 SR0315
 SR0315;                    North         East    Units  Estimated Accuracy
 SR0315;SPC MT       -   370,730.      604,160.      MT  (+/- 180 meters Scaled)
 SR0315
 SR0315                          SUPERSEDED SURVEY CONTROL
 SR0315
 SR0315  NGVD 29 (??/??/92) 1038.740  (m)         3407.93   (f) ADJ UNCH    2 0
 SR0315
 SR0315.Superseded values are not recommended for survey control.
 SR0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0315.See file dsdata.txt to determine how the superseded data were derived.
 SR0315
 SR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT169715(NAD 83)
 SR0315_MARKER: DS = TRIANGULATION STATION DISK
 SR0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0315_STAMPING: E 11 G 1961
 SR0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0315+STABILITY: SURFACE MOTION
 SR0315
 SR0315  HISTORY     - Date     Condition        Report By
 SR0315  HISTORY     - 1961     MONUMENTED       CGS
 SR0315
 SR0315                          STATION DESCRIPTION
 SR0315
 SR0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0315'5.2 MI NW FROM WINIFRED.
 SR0315'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0315'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0315'1.5 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.7 MILES WEST ALONG A
 SR0315'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A PRIVATE ROAD TO THE FARM
 SR0315'BUILDINGS BELONGING TO MR. FOREMAN, IN SECTION 17, R 18 E, T 21 N, 0.1
 SR0315'MILE SOUTH OF THE FARMHOUSE, 14 FEET WEST OF THE CENTER LINE OF THE
 SR0315'DRIVEWAY, 183.7 FEET SOUTH-SOUTHWEST OF 11 G R.M. 1, 183.7 FEET
 SR0315'SOUTHEAST OF E 11 G R.M. 2, 7 1/2 FEET NORTH-NORTHEAST OF A POWER
 SR0315'POLE, 6.7 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, AND SET IN THE
 SR0315'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0314 ***********************************************************************
 SR0314  DESIGNATION -  E 11 G RM 1
 SR0314  PID         -  SR0314
 SR0314  STATE/COUNTY-  MT/FERGUS
 SR0314  USGS QUAD   -  WINIFRED WEST (1985)
 SR0314
 SR0314                         *CURRENT SURVEY CONTROL
 SR0314  ___________________________________________________________________
 SR0314* NAD 83(1986)-  47 35 12.     (N)    109 26 41.     (W)     SCALED    
 SR0314* NAVD 88     -      1038.622  (meters)    3407.55   (feet)  ADJUSTED  
 SR0314  ___________________________________________________________________
 SR0314  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SR0314  DYNAMIC HT  -        1038.583 (meters)    3407.42  (feet)  COMP
 SR0314  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 SR0314
 SR0314  VERT ORDER  -  SECOND    CLASS 0
 SR0314
 SR0314.The horizontal coordinates were scaled from a topographic map and have
 SR0314.an estimated accuracy of +/- 6 seconds.
 SR0314
 SR0314.The orthometric height was determined by differential leveling
 SR0314.and adjusted by the National Geodetic Survey in June 1991..
 SR0314
 SR0314.The geoid height was determined by GEOID03.
 SR0314
 SR0314.The dynamic height is computed by dividing the NAVD 88
 SR0314.geopotential number by the normal gravity value computed on the
 SR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0314.degrees latitude (g = 980.6199 gals.).
 SR0314
 SR0314.The modeled gravity was interpolated from observed gravity values.
 SR0314
 SR0314;                    North         East    Units  Estimated Accuracy
 SR0314;SPC MT       -   370,760.      604,160.      MT  (+/- 180 meters Scaled)
 SR0314
 SR0314                          SUPERSEDED SURVEY CONTROL
 SR0314
 SR0314  NGVD 29 (??/??/92) 1037.796  (m)         3404.84   (f) ADJ UNCH    2 0
 SR0314
 SR0314.Superseded values are not recommended for survey control.
 SR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0314.See file dsdata.txt to determine how the superseded data were derived.
 SR0314
 SR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT169715(NAD 83)
 SR0314_MARKER: DR = REFERENCE MARK DISK
 SR0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0314_STAMPING: E 11 G NO 1 1961
 SR0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0314+STABILITY: SURFACE MOTION
 SR0314
 SR0314  HISTORY     - Date     Condition        Report By
 SR0314  HISTORY     - 1961     MONUMENTED       CGS
 SR0314  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0314
 SR0314                          STATION DESCRIPTION
 SR0314
 SR0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0314'5.2 MI NW FROM WINIFRED.
 SR0314'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0314'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0314'1.5 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.7 MILES WEST ALONG A
 SR0314'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A PRIVATE DRIVEWAY TO THE
 SR0314'FARM BUILDINGS ON THE FARM BELONGING TO MR. FOREMAN, IN SECTION 17, T
 SR0314'21 N, R 18 E, 52 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 183.7
 SR0314'FEET NORTH-NORTHEAST OF E 11 G 1961, 6 FEET NORTH OF THE CENTER LINE
 SR0314'OF A FIELD ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SR0314'GROUND.
 SR0314
 SR0314                          STATION RECOVERY (1979)
 SR0314
 SR0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0313 ***********************************************************************
 SR0313  DESIGNATION -  E 11 G RM 2
 SR0313  PID         -  SR0313
 SR0313  STATE/COUNTY-  MT/FERGUS
 SR0313  USGS QUAD   -  WINIFRED WEST (1985)
 SR0313
 SR0313                         *CURRENT SURVEY CONTROL
 SR0313  ___________________________________________________________________
 SR0313* NAD 83(1986)-  47 35 12.     (N)    109 26 42.     (W)     SCALED    
 SR0313* NAVD 88     -      1039.348  (meters)    3409.93   (feet)  ADJUSTED  
 SR0313  ___________________________________________________________________
 SR0313  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SR0313  DYNAMIC HT  -        1039.309 (meters)    3409.80  (feet)  COMP
 SR0313  MODELED GRAV-     980,538.8   (mgal)                       NAVD 88
 SR0313
 SR0313  VERT ORDER  -  SECOND    CLASS 0
 SR0313
 SR0313.The horizontal coordinates were scaled from a topographic map and have
 SR0313.an estimated accuracy of +/- 6 seconds.
 SR0313
 SR0313.The orthometric height was determined by differential leveling
 SR0313.and adjusted by the National Geodetic Survey in June 1991..
 SR0313
 SR0313.The geoid height was determined by GEOID03.
 SR0313
 SR0313.The dynamic height is computed by dividing the NAVD 88
 SR0313.geopotential number by the normal gravity value computed on the
 SR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0313.degrees latitude (g = 980.6199 gals.).
 SR0313
 SR0313.The modeled gravity was interpolated from observed gravity values.
 SR0313
 SR0313;                    North         East    Units  Estimated Accuracy
 SR0313;SPC MT       -   370,760.      604,140.      MT  (+/- 180 meters Scaled)
 SR0313
 SR0313                          SUPERSEDED SURVEY CONTROL
 SR0313
 SR0313  NGVD 29 (??/??/92) 1038.522  (m)         3407.22   (f) ADJ UNCH    2 0
 SR0313
 SR0313.Superseded values are not recommended for survey control.
 SR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0313.See file dsdata.txt to determine how the superseded data were derived.
 SR0313
 SR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT169715(NAD 83)
 SR0313_MARKER: DR = REFERENCE MARK DISK
 SR0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0313_STAMPING: E 11 G NO 2 1961
 SR0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0313+STABILITY: SURFACE MOTION
 SR0313
 SR0313  HISTORY     - Date     Condition        Report By
 SR0313  HISTORY     - 1961     MONUMENTED       CGS
 SR0313  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0313
 SR0313                          STATION DESCRIPTION
 SR0313
 SR0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0313'5.2 MI NW FROM WINIFRED.
 SR0313'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0313'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0313'1.5 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.7 MILES WEST ALONG A
 SR0313'GRAVELED ROAD, IN SECTION 17, R 18 E, T 21 N, 80 FEET WEST OF THE
 SR0313'CENTER LINE OF A DRIVEWAY, 183.7 FEET NORTHWEST OF E 11 G 1961, 108
 SR0313'FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE AROUND A GROVE OF TREES
 SR0313'TO THE WEST OF A HOUSE, 6 FEET NORTH OF THE CENTER LINE OF A FIELD
 SR0313'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SR0313
 SR0313                          STATION RECOVERY (1979)
 SR0313
 SR0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0316 ***********************************************************************
 SR0316  DESIGNATION -  E 11 H
 SR0316  PID         -  SR0316
 SR0316  STATE/COUNTY-  MT/FERGUS
 SR0316  USGS QUAD   -  WINIFRED WEST (1985)
 SR0316
 SR0316                         *CURRENT SURVEY CONTROL
 SR0316  ___________________________________________________________________
 SR0316* NAD 83(1986)-  47 35 01.     (N)    109 26 10.     (W)     SCALED    
 SR0316* NAVD 88     -      1029.635  (meters)    3378.06   (feet)  ADJUSTED  
 SR0316  ___________________________________________________________________
 SR0316  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SR0316  DYNAMIC HT  -        1029.597 (meters)    3377.94  (feet)  COMP
 SR0316  MODELED GRAV-     980,539.5   (mgal)                       NAVD 88
 SR0316
 SR0316  VERT ORDER  -  SECOND    CLASS 0
 SR0316
 SR0316.The horizontal coordinates were scaled from a topographic map and have
 SR0316.an estimated accuracy of +/- 6 seconds.
 SR0316
 SR0316.The orthometric height was determined by differential leveling
 SR0316.and adjusted by the National Geodetic Survey in June 1991..
 SR0316
 SR0316.The geoid height was determined by GEOID03.
 SR0316
 SR0316.The dynamic height is computed by dividing the NAVD 88
 SR0316.geopotential number by the normal gravity value computed on the
 SR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0316.degrees latitude (g = 980.6199 gals.).
 SR0316
 SR0316.The modeled gravity was interpolated from observed gravity values.
 SR0316
 SR0316;                    North         East    Units  Estimated Accuracy
 SR0316;SPC MT       -   370,430.      604,800.      MT  (+/- 180 meters Scaled)
 SR0316
 SR0316                          SUPERSEDED SURVEY CONTROL
 SR0316
 SR0316  NGVD 29 (??/??/92) 1028.809  (m)         3375.35   (f) ADJ UNCH    2 0
 SR0316
 SR0316.Superseded values are not recommended for survey control.
 SR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0316.See file dsdata.txt to determine how the superseded data were derived.
 SR0316
 SR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT175712(NAD 83)
 SR0316_MARKER: DS = TRIANGULATION STATION DISK
 SR0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0316_STAMPING: E 11 H 1961
 SR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0316+STABILITY: SURFACE MOTION
 SR0316
 SR0316  HISTORY     - Date     Condition        Report By
 SR0316  HISTORY     - 1961     MONUMENTED       CGS
 SR0316
 SR0316                          STATION DESCRIPTION
 SR0316
 SR0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0316'4.6 MI NW FROM WINIFRED.
 SR0316'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0316'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0316'1.5 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.3 MILES WEST ALONG A
 SR0316'GRAVELED ROAD, IN SECTION 17, R 18 E, T 21 N, 0.25 MILE WEST OF A
 SR0316'TRAIL ROAD LEADING SOUTH, 32 1/2 FEET NORTH OF THE CENTER LINE OF THE
 SR0316'ROAD, 71 FEET NORTHEAST OF AND ACROSS THE GRAVELED ROAD FROM A POWER
 SR0316'POLE, 65.8 FEET NORTH OF AND ACROSS THE GRAVELED ROAD FROM E 11 H R.M.
 SR0316'2, 34.3 FEET WEST OF E 11 H R.M. 1, 4.8 FEET NORTHWEST OF A METAL
 SR0316'WITNESS POST, 3 FEET NORTH OF A FENCE, ABOUT 3 INCHES ABOVE THE LEVEL
 SR0316'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SR0316'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0317 ***********************************************************************
 SR0317  DESIGNATION -  E 11 H RM 1
 SR0317  PID         -  SR0317
 SR0317  STATE/COUNTY-  MT/FERGUS
 SR0317  USGS QUAD   -  WINIFRED WEST (1985)
 SR0317
 SR0317                         *CURRENT SURVEY CONTROL
 SR0317  ___________________________________________________________________
 SR0317* NAD 83(1986)-  47 35 01.     (N)    109 26 09.     (W)     SCALED    
 SR0317* NAVD 88     -      1029.240  (meters)    3376.76   (feet)  ADJUSTED  
 SR0317  ___________________________________________________________________
 SR0317  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SR0317  DYNAMIC HT  -        1029.201 (meters)    3376.64  (feet)  COMP
 SR0317  MODELED GRAV-     980,539.5   (mgal)                       NAVD 88
 SR0317
 SR0317  VERT ORDER  -  SECOND    CLASS 0
 SR0317
 SR0317.The horizontal coordinates were scaled from a topographic map and have
 SR0317.an estimated accuracy of +/- 6 seconds.
 SR0317
 SR0317.The orthometric height was determined by differential leveling
 SR0317.and adjusted by the National Geodetic Survey in June 1991..
 SR0317
 SR0317.The geoid height was determined by GEOID03.
 SR0317
 SR0317.The dynamic height is computed by dividing the NAVD 88
 SR0317.geopotential number by the normal gravity value computed on the
 SR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0317.degrees latitude (g = 980.6199 gals.).
 SR0317
 SR0317.The modeled gravity was interpolated from observed gravity values.
 SR0317
 SR0317;                    North         East    Units  Estimated Accuracy
 SR0317;SPC MT       -   370,430.      604,820.      MT  (+/- 180 meters Scaled)
 SR0317
 SR0317                          SUPERSEDED SURVEY CONTROL
 SR0317
 SR0317  NGVD 29 (??/??/92) 1028.413  (m)         3374.05   (f) ADJ UNCH    2 0
 SR0317
 SR0317.Superseded values are not recommended for survey control.
 SR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0317.See file dsdata.txt to determine how the superseded data were derived.
 SR0317
 SR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT176712(NAD 83)
 SR0317_MARKER: DR = REFERENCE MARK DISK
 SR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0317_STAMPING: E 11 H NO 1 1961
 SR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0317+STABILITY: SURFACE MOTION
 SR0317
 SR0317  HISTORY     - Date     Condition        Report By
 SR0317  HISTORY     - 1961     MONUMENTED       CGS
 SR0317
 SR0317                          STATION DESCRIPTION
 SR0317
 SR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0317'4.6 MI NW FROM WINIFRED.
 SR0317'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0317'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0317'1.5 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.3 MILES WEST ALONG A
 SR0317'GRAVELED ROAD, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34.3 FEET
 SR0317'EAST OF E 11 H 1961, 1 1/2 FEET SOUTH OF A FENCE, ABOUT 2 1/2 FEET
 SR0317'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0317'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0318 ***********************************************************************
 SR0318  DESIGNATION -  E 11 H RM 2
 SR0318  PID         -  SR0318
 SR0318  STATE/COUNTY-  MT/FERGUS
 SR0318  USGS QUAD   -  WINIFRED WEST (1985)
 SR0318
 SR0318                         *CURRENT SURVEY CONTROL
 SR0318  ___________________________________________________________________
 SR0318* NAD 83(1986)-  47 35 00.     (N)    109 26 10.     (W)     SCALED    
 SR0318* NAVD 88     -      1029.349  (meters)    3377.12   (feet)  ADJUSTED  
 SR0318  ___________________________________________________________________
 SR0318  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SR0318  DYNAMIC HT  -        1029.310 (meters)    3376.99  (feet)  COMP
 SR0318  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 SR0318
 SR0318  VERT ORDER  -  SECOND    CLASS 0
 SR0318
 SR0318.The horizontal coordinates were scaled from a topographic map and have
 SR0318.an estimated accuracy of +/- 6 seconds.
 SR0318
 SR0318.The orthometric height was determined by differential leveling
 SR0318.and adjusted by the National Geodetic Survey in June 1991..
 SR0318
 SR0318.The geoid height was determined by GEOID03.
 SR0318
 SR0318.The dynamic height is computed by dividing the NAVD 88
 SR0318.geopotential number by the normal gravity value computed on the
 SR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0318.degrees latitude (g = 980.6199 gals.).
 SR0318
 SR0318.The modeled gravity was interpolated from observed gravity values.
 SR0318
 SR0318;                    North         East    Units  Estimated Accuracy
 SR0318;SPC MT       -   370,390.      604,800.      MT  (+/- 180 meters Scaled)
 SR0318
 SR0318                          SUPERSEDED SURVEY CONTROL
 SR0318
 SR0318  NGVD 29 (??/??/92) 1028.523  (m)         3374.41   (f) ADJ UNCH    2 0
 SR0318
 SR0318.Superseded values are not recommended for survey control.
 SR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0318.See file dsdata.txt to determine how the superseded data were derived.
 SR0318
 SR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT175711(NAD 83)
 SR0318_MARKER: DR = REFERENCE MARK DISK
 SR0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0318_STAMPING: E 11 H NO 2 1961
 SR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0318+STABILITY: SURFACE MOTION
 SR0318
 SR0318  HISTORY     - Date     Condition        Report By
 SR0318  HISTORY     - 1961     MONUMENTED       CGS
 SR0318
 SR0318                          STATION DESCRIPTION
 SR0318
 SR0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0318'4.6 MI NW FROM WINIFRED.
 SR0318'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0318'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0318'1.55 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.3 MILES WEST ALONG A
 SR0318'GRAVELED ROAD, IN SECTION 17, R 18 E, T 21 N, 65.8 FEET SOUTH OF AND
 SR0318'ACROSS THE GRAVELED ROAD FROM E 11 H 1961, 32 1/2 FEET SOUTH OF THE
 SR0318'CENTER LINE OF THE ROAD, 35 FEET EAST OF A POWER POLE, 2 FEET NORTH OF
 SR0318'A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 SR0318'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0216 ***********************************************************************
 ST0216  DESIGNATION -  E 110
 ST0216  PID         -  ST0216
 ST0216  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0216  USGS QUAD   -  WOLF CREEK (1979)
 ST0216
 ST0216                         *CURRENT SURVEY CONTROL
 ST0216  ___________________________________________________________________
 ST0216* NAD 83(1986)-  47 04 50.     (N)    112 03 32.     (W)     SCALED    
 ST0216* NAVD 88     -      1217.331  (meters)    3993.86   (feet)  ADJUSTED  
 ST0216  ___________________________________________________________________
 ST0216  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 ST0216  DYNAMIC HT  -        1217.162 (meters)    3993.31  (feet)  COMP
 ST0216  MODELED GRAV-     980,432.8   (mgal)                       NAVD 88
 ST0216
 ST0216  VERT ORDER  -  SECOND    CLASS 0
 ST0216
 ST0216.The horizontal coordinates were scaled from a topographic map and have
 ST0216.an estimated accuracy of +/- 6 seconds.
 ST0216
 ST0216.The orthometric height was determined by differential leveling
 ST0216.and adjusted by the National Geodetic Survey in June 1991..
 ST0216
 ST0216.The geoid height was determined by GEOID03.
 ST0216
 ST0216.The dynamic height is computed by dividing the NAVD 88
 ST0216.geopotential number by the normal gravity value computed on the
 ST0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0216.degrees latitude (g = 980.6199 gals.).
 ST0216
 ST0216.The modeled gravity was interpolated from observed gravity values.
 ST0216
 ST0216;                    North         East    Units  Estimated Accuracy
 ST0216;SPC MT       -   317,700.      405,830.      MT  (+/- 180 meters Scaled)
 ST0216
 ST0216                          SUPERSEDED SURVEY CONTROL
 ST0216
 ST0216  NGVD 29 (??/??/92) 1216.38   (m)         3990.7    (f) COMPUTED    2 0
 ST0216
 ST0216.Superseded values are not recommended for survey control.
 ST0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0216.See file dsdata.txt to determine how the superseded data were derived.
 ST0216
 ST0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT196146(NAD 83)
 ST0216_MARKER: DB = BENCH MARK DISK
 ST0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0216_STAMPING: E 110 1934
 ST0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0216+STABILITY: SURFACE MOTION
 ST0216
 ST0216  HISTORY     - Date     Condition        Report By
 ST0216  HISTORY     - 1934     MONUMENTED       CGS
 ST0216  HISTORY     - 1962     MARK NOT FOUND   NGS
 ST0216
 ST0216                          STATION DESCRIPTION
 ST0216
 ST0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0216'6.1 MI N FROM WOLF CREEK.
 ST0216'6.1 MI N OF AND ALONG HWY 33 AT A LONG S CURVE IN THE HIGHWAY.  44
 ST0216'FEET E OF CENTER OF HIGHWAY AND AT CENTER OF CURVE.
 ST0216
 ST0216                          STATION RECOVERY (1962)
 ST0216
 ST0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 ST0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0217 ***********************************************************************
 ST0217  DESIGNATION -  E 110 RESET
 ST0217  PID         -  ST0217
 ST0217  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0217  USGS QUAD   -  WOLF CREEK (1979)
 ST0217
 ST0217                         *CURRENT SURVEY CONTROL
 ST0217  ___________________________________________________________________
 ST0217* NAD 83(1986)-  47 04 49.     (N)    112 03 32.     (W)     SCALED    
 ST0217* NAVD 88     -      1220.01   (meters)    4002.6    (feet)  RESET     
 ST0217  ___________________________________________________________________
 ST0217  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 ST0217
 ST0217  VERT ORDER  -  THIRD
 ST0217
 ST0217.The horizontal coordinates were scaled from a topographic map and have
 ST0217.an estimated accuracy of +/- 6 seconds.
 ST0217
 ST0217.The orthometric height was computed from unverified reset data.
 ST0217.No vertical observational check was made to the station.
 ST0217
 ST0217.The geoid height was determined by GEOID03.
 ST0217
 ST0217;                    North         East    Units  Estimated Accuracy
 ST0217;SPC MT       -   317,670.      405,830.      MT  (+/- 180 meters Scaled)
 ST0217
 ST0217                          SUPERSEDED SURVEY CONTROL
 ST0217
 ST0217.No superseded survey control is available for this station.
 ST0217
 ST0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT196146(NAD 83)
 ST0217_MARKER: DB = BENCH MARK DISK
 ST0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0217_STAMPING: E 110 RESET 1958
 ST0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0217+STABILITY: SURFACE MOTION
 ST0217
 ST0217  HISTORY     - Date     Condition        Report By
 ST0217  HISTORY     - 1958     MONUMENTED       MTDH
 ST0217  HISTORY     - 1961     GOOD             USGS
 ST0217
 ST0217                          STATION DESCRIPTION
 ST0217
 ST0217'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1958
 ST0217'6 MI N FROM WOLF CREEK.
 ST0217'6 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE GREAT NORTHERN RAILWAY
 ST0217'STATION AT WOLF CREEK, 130 FEET EAST OF THE CENTERLINE OF HIGHWAY 33,
 ST0217'200 FEET OF 24-INCH R.C.P. CROSS DRAIN, ABOUT 900 FEET NORTH OF P.T.
 ST0217'ON HIGHWAY 33, AND SET IN THE TOP OF A CONCRETE POST.
 ST0217
 ST0217                          STATION RECOVERY (1961)
 ST0217
 ST0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ST0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0024 ***********************************************************************
 ST0024  DESIGNATION -  E 111
 ST0024  PID         -  ST0024
 ST0024  STATE/COUNTY-  MT/TETON
 ST0024  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0024
 ST0024                         *CURRENT SURVEY CONTROL
 ST0024  ___________________________________________________________________
 ST0024* NAD 83(1986)-  47 39 17.     (N)    112 16 56.     (W)     SCALED    
 ST0024* NAVD 88     -      1416.010  (meters)    4645.69   (feet)  ADJUSTED  
 ST0024  ___________________________________________________________________
 ST0024  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 ST0024  DYNAMIC HT  -        1415.849 (meters)    4645.16  (feet)  COMP
 ST0024  MODELED GRAV-     980,448.6   (mgal)                       NAVD 88
 ST0024
 ST0024  VERT ORDER  -  SECOND    CLASS 0
 ST0024
 ST0024.The horizontal coordinates were scaled from a topographic map and have
 ST0024.an estimated accuracy of +/- 6 seconds.
 ST0024
 ST0024.The orthometric height was determined by differential leveling
 ST0024.and adjusted by the National Geodetic Survey in June 1991..
 ST0024
 ST0024.The geoid height was determined by GEOID03.
 ST0024
 ST0024.The dynamic height is computed by dividing the NAVD 88
 ST0024.geopotential number by the normal gravity value computed on the
 ST0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0024.degrees latitude (g = 980.6199 gals.).
 ST0024
 ST0024.The modeled gravity was interpolated from observed gravity values.
 ST0024
 ST0024;                    North         East    Units  Estimated Accuracy
 ST0024;SPC MT       -   382,040.      391,150.      MT  (+/- 180 meters Scaled)
 ST0024
 ST0024                          SUPERSEDED SURVEY CONTROL
 ST0024
 ST0024  NGVD 29 (??/??/92) 1415.010  (m)         4642.41   (f) ADJ UNCH    2 0
 ST0024
 ST0024.Superseded values are not recommended for survey control.
 ST0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0024.See file dsdata.txt to determine how the superseded data were derived.
 ST0024
 ST0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT037787(NAD 83)
 ST0024_MARKER: DB = BENCH MARK DISK
 ST0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0024_STAMPING: E 111 1934
 ST0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0024+STABILITY: SURFACE MOTION
 ST0024
 ST0024  HISTORY     - Date     Condition        Report By
 ST0024  HISTORY     - 1934     MONUMENTED       CGS
 ST0024  HISTORY     - 1961     MARK NOT FOUND   NGS
 ST0024
 ST0024                          STATION DESCRIPTION
 ST0024
 ST0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0024'14.6 MI SW FROM CHOTEAU.
 ST0024'14.6 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM CHOTEAU, TETON
 ST0024'COUNTY, 0.3 MILE EAST OF A COUNTY-ROAD CROSSING, 42 FEET NORTH OF THE
 ST0024'CENTERLINE OF THE HIGHWAY, AND 14 FEET NORTH OF THE RIGHT-OF-WAY
 ST0024'FENCE.  A STANDARD DISK, STAMPED E 111 1934 AND SET IN THE TOP OF A
 ST0024'CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN REROUTED THEREFORE THIS
 ST0024'PART OF HIGHWAY IS NOW UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0058 ***********************************************************************
 ST0058  DESIGNATION -  E 112
 ST0058  PID         -  ST0058
 ST0058  STATE/COUNTY-  MT/TETON
 ST0058  USGS QUAD   -  CHOTEAU (1987)
 ST0058
 ST0058                         *CURRENT SURVEY CONTROL
 ST0058  ___________________________________________________________________
 ST0058* NAD 83(1986)-  47 51 06.     (N)    112 13 47.     (W)     SCALED    
 ST0058* NAVD 88     -      1198.905  (meters)    3933.41   (feet)  ADJUSTED  
 ST0058  ___________________________________________________________________
 ST0058  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0058  DYNAMIC HT  -        1198.827 (meters)    3933.15  (feet)  COMP
 ST0058  MODELED GRAV-     980,505.9   (mgal)                       NAVD 88
 ST0058
 ST0058  VERT ORDER  -  SECOND    CLASS 0
 ST0058
 ST0058.The horizontal coordinates were scaled from a topographic map and have
 ST0058.an estimated accuracy of +/- 6 seconds.
 ST0058
 ST0058.The orthometric height was determined by differential leveling
 ST0058.and adjusted by the National Geodetic Survey in June 1991..
 ST0058.WARNING-Repeat measurements at this control monument indicate possible
 ST0058.vertical movement.
 ST0058
 ST0058.The geoid height was determined by GEOID03.
 ST0058
 ST0058.The dynamic height is computed by dividing the NAVD 88
 ST0058.geopotential number by the normal gravity value computed on the
 ST0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0058.degrees latitude (g = 980.6199 gals.).
 ST0058
 ST0058.The modeled gravity was interpolated from observed gravity values.
 ST0058
 ST0058;                    North         East    Units  Estimated Accuracy
 ST0058;SPC MT       -   403,770.      395,850.      MT  (+/- 180 meters Scaled)
 ST0058
 ST0058                          SUPERSEDED SURVEY CONTROL
 ST0058
 ST0058  NGVD 29 (??/??/92) 1197.937  (m)         3930.23   (f) ADJ UNCH    2 0
 ST0058
 ST0058.Superseded values are not recommended for survey control.
 ST0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0058.See file dsdata.txt to determine how the superseded data were derived.
 ST0058
 ST0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU080005(NAD 83)
 ST0058_MARKER: DB = BENCH MARK DISK
 ST0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0058_STAMPING: E 112 1934
 ST0058_MARK LOGO: CGS   
 ST0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0058+STABILITY: SURFACE MOTION
 ST0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0058+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 ST0058
 ST0058  HISTORY     - Date     Condition        Report By
 ST0058  HISTORY     - 1934     MONUMENTED       CGS
 ST0058  HISTORY     - 1961     GOOD             NGS
 ST0058  HISTORY     - 19960118 GOOD             MTDOT
 ST0058  HISTORY     - 20060309 GOOD             MTDOT
 ST0058
 ST0058                          STATION DESCRIPTION
 ST0058
 ST0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0058'3.55 MI NW FROM CHOTEAU.
 ST0058'3.55 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0058'AT CHOTEAU, AT MILEPOLE 32, 42.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 ST0058'33.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9.9 FEET
 ST0058'WEST-NORTHWEST OF THE MILEPOLE, 1.2 FEET SOUTHEAST OF A WITNESS POST,
 ST0058'ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 ST0058'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ST0058
 ST0058                          STATION RECOVERY (1996)
 ST0058
 ST0058'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 ST0058'RECOVERED AS DESCRIBED.  MARK WILL BE DESTROYED DURING THE NEXT
 ST0058'HIGHWAY CONSTRUCTION.
 ST0058
 ST0058                          STATION RECOVERY (2006)
 ST0058
 ST0058'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2006 (WDW)
 ST0058'ADDITIONAL INFORMATION, THE MARK IS LOCATED AT HIGHWAY MILE POST 44.87
 ST0058'ALONG US 89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9699 ***********************************************************************
 AA9699  DESIGNATION -  E 112 RESET
 AA9699  PID         -  AA9699
 AA9699  STATE/COUNTY-  MT/TETON
 AA9699  USGS QUAD   -  CHOTEAU (1987)
 AA9699
 AA9699                         *CURRENT SURVEY CONTROL
 AA9699  ___________________________________________________________________
 AA9699* NAD 83(1986)-  47 51 06.     (N)    112 13 47.     (W)     SCALED    
 AA9699* NAVD 88     -      1198.72   (meters)    3932.8    (feet)  RESET     
 AA9699  ___________________________________________________________________
 AA9699  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 AA9699
 AA9699  VERT ORDER  -  THIRD
 AA9699
 AA9699.The horizontal coordinates were scaled from a topographic map and have
 AA9699.an estimated accuracy of +/- 6 seconds.
 AA9699
 AA9699.The orthometric height was computed from unverified reset data.
 AA9699
 AA9699.The geoid height was determined by GEOID03.
 AA9699
 AA9699;                    North         East    Units  Estimated Accuracy
 AA9699;SPC MT       -   403,770.      395,850.      MT  (+/- 180 meters Scaled)
 AA9699
 AA9699                          SUPERSEDED SURVEY CONTROL
 AA9699
 AA9699.No superseded survey control is available for this station.
 AA9699
 AA9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU080005(NAD 83)
 AA9699_MARKER: DV = VERTICAL CONTROL DISK
 AA9699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9699_STAMPING: E 112 RESET 1995
 AA9699_MARK LOGO: NGS   
 AA9699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9699+STABILITY: SURFACE MOTION
 AA9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9699+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9699
 AA9699  HISTORY     - Date     Condition        Report By
 AA9699  HISTORY     - 1995     MONUMENTED       MTDOT
 AA9699
 AA9699                          STATION DESCRIPTION
 AA9699
 AA9699'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 AA9699'3.55 MI (5.71 KM) NORTHWEST ALONG THE RAILROAD FROM THE STATION AT
 AA9699'MILEPOST 44.86, 123.8 FT (37.7 M) EAST OF THE CENTER OF U.S. HIGHWAY
 AA9699'89, 3.6 FT (1.1 M) WEST OF A FENCE AND A DOT WITNESS POST SET IN THE
 AA9699'FENCE LINE AND SET INSIDE THE RAILROAD RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0045 ***********************************************************************
 TM0045  DESIGNATION -  E 113
 TM0045  PID         -  TM0045
 TM0045  STATE/COUNTY-  MT/PONDERA
 TM0045  USGS QUAD   -  SAM GEORGE HILL (1985)
 TM0045
 TM0045                         *CURRENT SURVEY CONTROL
 TM0045  ___________________________________________________________________
 TM0045* NAD 83(1986)-  48 14 57.     (N)    112 02 37.     (W)     SCALED    
 TM0045* NAVD 88     -      1104.007  (meters)    3622.06   (feet)  ADJUSTED  
 TM0045  ___________________________________________________________________
 TM0045  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 TM0045  DYNAMIC HT  -        1104.014 (meters)    3622.09  (feet)  COMP
 TM0045  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 TM0045
 TM0045  VERT ORDER  -  SECOND    CLASS 0
 TM0045
 TM0045.The horizontal coordinates were scaled from a topographic map and have
 TM0045.an estimated accuracy of +/- 6 seconds.
 TM0045
 TM0045.The orthometric height was determined by differential leveling
 TM0045.and adjusted by the National Geodetic Survey in June 1991..
 TM0045
 TM0045.The geoid height was determined by GEOID03.
 TM0045
 TM0045.The dynamic height is computed by dividing the NAVD 88
 TM0045.geopotential number by the normal gravity value computed on the
 TM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0045.degrees latitude (g = 980.6199 gals.).
 TM0045
 TM0045.The modeled gravity was interpolated from observed gravity values.
 TM0045
 TM0045;                    North         East    Units  Estimated Accuracy
 TM0045;SPC MT       -   447,460.      411,200.      MT  (+/- 180 meters Scaled)
 TM0045
 TM0045                          SUPERSEDED SURVEY CONTROL
 TM0045
 TM0045  NGVD 29 (??/??/92) 1103.036  (m)         3618.88   (f) ADJ UNCH    2 0
 TM0045
 TM0045.Superseded values are not recommended for survey control.
 TM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0045.See file dsdata.txt to determine how the superseded data were derived.
 TM0045
 TM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU225445(NAD 83)
 TM0045_MARKER: DB = BENCH MARK DISK
 TM0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0045_STAMPING: E 113 1934
 TM0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0045+STABILITY: SURFACE MOTION
 TM0045
 TM0045  HISTORY     - Date     Condition        Report By
 TM0045  HISTORY     - 1934     MONUMENTED       CGS
 TM0045  HISTORY     - 1981     MARK NOT FOUND   USGS
 TM0045
 TM0045                          STATION DESCRIPTION
 TM0045
 TM0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TM0045'4.5 MI SE FROM WILLIAMS.
 TM0045'4.5 MILES SOUTHEAST ALONG THE MONTANA WESTERN RAILWAY FROM WILLIAMS,
 TM0045'PONDERA COUNTY, 86 YARDS EAST OF A ROAD CROSSING, AT MILEPOST 6, 46
 TM0045'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 14 FEET SOUTH OF THE
 TM0045'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 113 1934 AND SET IN
 TM0045'THE TOP OF A CONCRETE POST.
 TM0045
 TM0045                          STATION RECOVERY (1981)
 TM0045
 TM0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TM0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0459 ***********************************************************************
 ST0459  DESIGNATION -  E 115
 ST0459  PID         -  ST0459
 ST0459  STATE/COUNTY-  MT/LAKE
 ST0459  USGS QUAD   -  CILLY CREEK (1994)
 ST0459
 ST0459                         *CURRENT SURVEY CONTROL
 ST0459  ___________________________________________________________________
 ST0459* NAD 83(1986)-  47 51 09.     (N)    113 49 21.     (W)     SCALED    
 ST0459* NAVD 88     -       979.481  (meters)    3213.51   (feet)  ADJUSTED  
 ST0459  ___________________________________________________________________
 ST0459  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 ST0459  DYNAMIC HT  -         979.413 (meters)    3213.29  (feet)  COMP
 ST0459  MODELED GRAV-     980,509.8   (mgal)                       NAVD 88
 ST0459
 ST0459  VERT ORDER  -  SECOND    CLASS 0
 ST0459
 ST0459.The horizontal coordinates were scaled from a topographic map and have
 ST0459.an estimated accuracy of +/- 6 seconds.
 ST0459
 ST0459.The orthometric height was determined by differential leveling
 ST0459.and adjusted by the National Geodetic Survey in June 1991..
 ST0459
 ST0459.The geoid height was determined by GEOID03.
 ST0459
 ST0459.The dynamic height is computed by dividing the NAVD 88
 ST0459.geopotential number by the normal gravity value computed on the
 ST0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0459.degrees latitude (g = 980.6199 gals.).
 ST0459
 ST0459.The modeled gravity was interpolated from observed gravity values.
 ST0459
 ST0459;                    North         East    Units  Estimated Accuracy
 ST0459;SPC MT       -   409,220.      276,840.      MT  (+/- 180 meters Scaled)
 ST0459
 ST0459                          SUPERSEDED SURVEY CONTROL
 ST0459
 ST0459  NGVD 29 (??/??/92)  978.348  (m)         3209.80   (f) ADJ UNCH    2 0
 ST0459
 ST0459.Superseded values are not recommended for survey control.
 ST0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0459.See file dsdata.txt to determine how the superseded data were derived.
 ST0459
 ST0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU888037(NAD 83)
 ST0459_MARKER: DB = BENCH MARK DISK
 ST0459_SETTING: 80 = SET IN A BOULDER
 ST0459_SP_SET: BOULDER
 ST0459_STAMPING: E 115 1934
 ST0459_MARK LOGO: CGS   
 ST0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0459+STABILITY: SURFACE MOTION
 ST0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ST0459+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1996
 ST0459
 ST0459  HISTORY     - Date     Condition        Report By
 ST0459  HISTORY     - 1934     MONUMENTED       CGS
 ST0459  HISTORY     - 1965     GOOD             USGS
 ST0459  HISTORY     - 19960118 GOOD             MTDOT
 ST0459
 ST0459                          STATION DESCRIPTION
 ST0459
 ST0459'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0459'5.6 MI S FROM SWAN LAKE.
 ST0459'SWAN LAKE P.O. (INGRAMS STORE), 5.6 MI. SOUTH ON STATE HWY, 209 TO
 ST0459'NORTHEAST-SOUTHWEST CROSSROAD AND FOREST SERVICE SIGN OLD SWAN VALLEY
 ST0459'ROAD, TURN LEFT (NORTHEAST) AND PROCEED 1.0 MI. ALONG OLD HIGHWAY TO
 ST0459'BM, 40 FEET WEST OF CENTERLINE OF ROADD, IN THE TOP OF A LARGE BOULDER
 ST0459'PAINTED USBM 1.5 FT. ABOVE GROUND LEVEL.
 ST0459
 ST0459                          STATION RECOVERY (1996)
 ST0459
 ST0459'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 ST0459'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) NORTHEAST OF POLSON, 1.5
 ST0459'MI (2.4 KM) SOUTH OF LOST CREEK AND IN THE FLATHEAD NATIONAL FOREST.
 ST0459'TO REACH FROM THE SWAN LAKE POST OFFICE, GO SOUTH ON STATE HIGHWAY 83
 ST0459'FOR 3.35 MI (5.39 KM) TO A BRIDGE OVER LOST CREEK.  CONTINUE AHEAD FOR
 ST0459'1.15 MI (1.85 KM) TO CILLY CREEK ROAD (FOREST ROAD 9521) ON THE LEFT.
 ST0459'TURN LEFT AND GO EASTERLY FOR 0.6 MI (1.0 KM) TO A ROAD JUNCTION.
 ST0459'TURN RIGHT AND GO NORTHEAST ON FR 9523 FOR 0.1 MI (0.2 KM) TO A FORK.
 ST0459'BEAR RIGHT ON FR 9753 AND GO SOUTHERLY FOR 0.05 MI (0.08 KM) TO A ROAD
 ST0459'LEFT.  CONTINUE AHEAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 ST0459'RIGHT IN A HUGE BOULDER.  THE STATION IS SET IN THE NORTHEAST HALF OF
 ST0459'A LARGE BOULDER WITH THE LETTERS USBM PAINTED ON IT IN WHITE LETTERS.
 ST0459'IT IS 40.0 FT (12.2 M) WEST OF THE CENTER OF THE ROAD AND IS ABOUT 3.0
 ST0459'FT (0.9 M) HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0305 ***********************************************************************
 TN0305  DESIGNATION -  E 116
 TN0305  PID         -  TN0305
 TN0305  STATE/COUNTY-  MT/LINCOLN
 TN0305  USGS QUAD   -  BARREN PEAK (1983)
 TN0305
 TN0305                         *CURRENT SURVEY CONTROL
 TN0305  ___________________________________________________________________
 TN0305* NAD 83(1986)-  48 07 04.     (N)    115 25 09.     (W)     SCALED    
 TN0305* NAVD 88     -       924.921  (meters)    3034.51   (feet)  ADJUSTED  
 TN0305  ___________________________________________________________________
 TN0305  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0305  DYNAMIC HT  -         924.916 (meters)    3034.50  (feet)  COMP
 TN0305  MODELED GRAV-     980,575.1   (mgal)                       NAVD 88
 TN0305
 TN0305  VERT ORDER  -  SECOND    CLASS 0
 TN0305
 TN0305.The horizontal coordinates were scaled from a topographic map and have
 TN0305.an estimated accuracy of +/- 6 seconds.
 TN0305
 TN0305.The orthometric height was determined by differential leveling
 TN0305.and adjusted by the National Geodetic Survey in June 1991..
 TN0305
 TN0305.The geoid height was determined by GEOID03.
 TN0305
 TN0305.The dynamic height is computed by dividing the NAVD 88
 TN0305.geopotential number by the normal gravity value computed on the
 TN0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0305.degrees latitude (g = 980.6199 gals.).
 TN0305
 TN0305.The modeled gravity was interpolated from observed gravity values.
 TN0305
 TN0305;                    North         East    Units  Estimated Accuracy
 TN0305;SPC MT       -   446,420.      159,890.      MT  (+/- 180 meters Scaled)
 TN0305
 TN0305                          SUPERSEDED SURVEY CONTROL
 TN0305
 TN0305  NGVD 29 (??/??/92)  923.750  (m)         3030.67   (f) ADJ UNCH    2 0
 TN0305
 TN0305.Superseded values are not recommended for survey control.
 TN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0305.See file dsdata.txt to determine how the superseded data were derived.
 TN0305
 TN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP176305(NAD 83)
 TN0305_MARKER: DB = BENCH MARK DISK
 TN0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0305_STAMPING: E 116 1934
 TN0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0305+STABILITY: SURFACE MOTION
 TN0305
 TN0305  HISTORY     - Date     Condition        Report By
 TN0305  HISTORY     - 1934     MONUMENTED       CGS
 TN0305  HISTORY     - 1952     GOOD             NGS
 TN0305
 TN0305                          STATION DESCRIPTION
 TN0305
 TN0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0305'20.5 MI SE FROM LIBBY.
 TN0305'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0305'STATION AT LIBBY, THENCE 20.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 2,
 TN0305'AT A RANGER STATION, 157 FEET NORTHEAST OF THE CENTER LINE OF THE
 TN0305'HIGHWAY, 141 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION,
 TN0305'135 FEET SOUTH OF THE NORTH CORNER OF A PASTURE, 39 FEET NORTHWEST OF
 TN0305'A 36-INCH TREE, 23.5 FEET SOUTHWEST OF A FENCE, 1.7 FEET NORTHEAST OF
 TN0305'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TN0305'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0083 ***********************************************************************
 QY0083  DESIGNATION -  E 117
 QY0083  PID         -  QY0083
 QY0083  STATE/COUNTY-  MT/MADISON
 QY0083  USGS QUAD   -  ALDER (1963)
 QY0083
 QY0083                         *CURRENT SURVEY CONTROL
 QY0083  ___________________________________________________________________
 QY0083* NAD 83(1986)-  45 21 44.     (N)    112 07 21.     (W)     SCALED    
 QY0083* NAVD 88     -      1537.000  (meters)    5042.64   (feet)  ADJUSTED  
 QY0083  ___________________________________________________________________
 QY0083  GEOID HEIGHT-         -10.61  (meters)                     GEOID03
 QY0083  DYNAMIC HT  -        1536.393 (meters)    5040.65  (feet)  COMP
 QY0083  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 QY0083
 QY0083  VERT ORDER  -  SECOND    CLASS 0
 QY0083
 QY0083.The horizontal coordinates were scaled from a topographic map and have
 QY0083.an estimated accuracy of +/- 6 seconds.
 QY0083
 QY0083.The orthometric height was determined by differential leveling
 QY0083.and adjusted by the National Geodetic Survey in June 1991..
 QY0083
 QY0083.The geoid height was determined by GEOID03.
 QY0083
 QY0083.The dynamic height is computed by dividing the NAVD 88
 QY0083.geopotential number by the normal gravity value computed on the
 QY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0083.degrees latitude (g = 980.6199 gals.).
 QY0083
 QY0083.The modeled gravity was interpolated from observed gravity values.
 QY0083
 QY0083;                    North         East    Units  Estimated Accuracy
 QY0083;SPC MT       -   127,060.      394,610.      MT  (+/- 180 meters Scaled)
 QY0083
 QY0083                          SUPERSEDED SURVEY CONTROL
 QY0083
 QY0083  NGVD 29 (??/??/92) 1535.846  (m)         5038.85   (f) ADJ UNCH    2 0
 QY0083
 QY0083.Superseded values are not recommended for survey control.
 QY0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0083.See file dsdata.txt to determine how the superseded data were derived.
 QY0083
 QY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR120238(NAD 83)
 QY0083_MARKER: DB = BENCH MARK DISK
 QY0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0083_STAMPING: E 117 1934
 QY0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0083+STABILITY: SURFACE MOTION
 QY0083
 QY0083  HISTORY     - Date     Condition        Report By
 QY0083  HISTORY     - 1934     MONUMENTED       CGS
 QY0083  HISTORY     - 1934     GOOD             NGS
 QY0083
 QY0083                          STATION DESCRIPTION
 QY0083
 QY0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0083'0.5 MI NW FROM LAURIN.
 QY0083'0.5 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM LAURIN, AT
 QY0083'BRIDGE 42/3028, 53 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AT A
 QY0083'GATE IN THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTHWEST OF THE FENCE. A
 QY0083'STANDARD DISK, STAMPED E 117 1934 AND SET IN THE TOP OF A CONCRETE
 QY0083'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0058 ***********************************************************************
 PZ0058  DESIGNATION -  E 118
 PZ0058  PID         -  PZ0058
 PZ0058  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0058  USGS QUAD   -  STONEHOUSE MOUNTAIN (1968)
 PZ0058
 PZ0058                         *CURRENT SURVEY CONTROL
 PZ0058  ___________________________________________________________________
 PZ0058* NAD 83(1986)-  44 46 25.     (N)    112 01 11.     (W)     SCALED    
 PZ0058* NAVD 88     -      2185.831  (meters)    7171.35   (feet)  ADJUSTED  
 PZ0058  ___________________________________________________________________
 PZ0058  GEOID HEIGHT-          -9.16  (meters)                     GEOID03
 PZ0058  DYNAMIC HT  -        2184.610 (meters)    7167.34  (feet)  COMP
 PZ0058  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 PZ0058
 PZ0058  VERT ORDER  -  SECOND    CLASS 0
 PZ0058
 PZ0058.The horizontal coordinates were scaled from a topographic map and have
 PZ0058.an estimated accuracy of +/- 6 seconds.
 PZ0058
 PZ0058.The orthometric height was determined by differential leveling
 PZ0058.and adjusted by the National Geodetic Survey in June 1991..
 PZ0058
 PZ0058.The geoid height was determined by GEOID03.
 PZ0058
 PZ0058.The dynamic height is computed by dividing the NAVD 88
 PZ0058.geopotential number by the normal gravity value computed on the
 PZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0058.degrees latitude (g = 980.6199 gals.).
 PZ0058
 PZ0058.The modeled gravity was interpolated from observed gravity values.
 PZ0058
 PZ0058;                    North         East    Units  Estimated Accuracy
 PZ0058;SPC MT       -    61,410.      400,550.      MT  (+/- 180 meters Scaled)
 PZ0058
 PZ0058                          SUPERSEDED SURVEY CONTROL
 PZ0058
 PZ0058  NGVD 29 (??/??/92) 2184.444  (m)         7166.80   (f) ADJ UNCH    2 0
 PZ0058
 PZ0058.Superseded values are not recommended for survey control.
 PZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0058.See file dsdata.txt to determine how the superseded data were derived.
 PZ0058
 PZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ193583(NAD 83)
 PZ0058_MARKER: DB = BENCH MARK DISK
 PZ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0058_STAMPING: E 118 1934
 PZ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0058+STABILITY: SURFACE MOTION
 PZ0058
 PZ0058  HISTORY     - Date     Condition        Report By
 PZ0058  HISTORY     - 1934     MONUMENTED       CGS
 PZ0058  HISTORY     - 1964     GOOD             NGS
 PZ0058
 PZ0058                          STATION DESCRIPTION
 PZ0058
 PZ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0058'29.1 MI NW FROM LAKEVIEW.
 PZ0058'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PZ0058'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PZ0058'DIRT ROAD, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 10.5
 PZ0058'MILES NORTH ALONG A GRADED DIRT ROAD, ABOUT 0.9 MILE NORTH OF A
 PZ0058'36-INCH METAL CULVERT IN JONES CREEK, ON THE SOUTH SLOPE OF A LONG
 PZ0058'CROOKED HILL, ABOUT 0.2 MILE NORTH OF THE FOOT OF THE HILL, ON ABOUT
 PZ0058'THE WIDEST SPACE BETWEEN THE ROAD AND A RAVINE, 33 FEET WEST OF THE
 PZ0058'CENTER LINE OF THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 PZ0058'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0286 ***********************************************************************
 TL0286  DESIGNATION -  E 12
 TL0286  PID         -  TL0286
 TL0286  STATE/COUNTY-  MT/TOOLE
 TL0286  USGS QUAD   -  KEVIN NORTH (1986)
 TL0286
 TL0286                         *CURRENT SURVEY CONTROL
 TL0286  ___________________________________________________________________
 TL0286* NAD 83(1986)-  48 51 50.     (N)    111 54 22.     (W)     SCALED    
 TL0286* NAVD 88     -      1021.498  (meters)    3351.36   (feet)  POSTED    
 TL0286  ___________________________________________________________________
 TL0286  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 TL0286  DYNAMIC HT  -        1021.600 (meters)    3351.70  (feet)  COMP
 TL0286  MODELED GRAV-     980,677.4   (mgal)                       NAVD 88
 TL0286
 TL0286  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TL0286
 TL0286.The horizontal coordinates were scaled from a topographic map and have
 TL0286.an estimated accuracy of +/- 6 seconds.
 TL0286
 TL0286.The orthometric height was determined by differential leveling
 TL0286.and adjusted by the National Geodetic Survey in 1992..
 TL0286.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TL0286.rate of 1.1 thru 2.0 mm/km.
 TL0286
 TL0286.The geoid height was determined by GEOID03.
 TL0286
 TL0286.The dynamic height is computed by dividing the NAVD 88
 TL0286.geopotential number by the normal gravity value computed on the
 TL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0286.degrees latitude (g = 980.6199 gals.).
 TL0286
 TL0286.The modeled gravity was interpolated from observed gravity values.
 TL0286
 TL0286;                    North         East    Units  Estimated Accuracy
 TL0286;SPC MT       -   515,440.      423,500.      MT  (+/- 180 meters Scaled)
 TL0286
 TL0286                          SUPERSEDED SURVEY CONTROL
 TL0286
 TL0286  NGVD 29 (??/??/92) 1020.538  (m)         3348.22   (f) ADJ UNCH    1 2
 TL0286
 TL0286.Superseded values are not recommended for survey control.
 TL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0286.See file dsdata.txt to determine how the superseded data were derived.
 TL0286
 TL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV335127(NAD 83)
 TL0286_MARKER: P = PIPE CAP
 TL0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0286_STAMPING: 3348.215
 TL0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0286
 TL0286  HISTORY     - Date     Condition        Report By
 TL0286  HISTORY     - UNK      MONUMENTED       CGS
 TL0286  HISTORY     - 1913     GOOD             NGS
 TL0286  HISTORY     - 1938     GOOD             USGS
 TL0286  HISTORY     - 1978     MARK NOT FOUND   NGS
 TL0286  HISTORY     - 1984     MARK NOT FOUND   USGS
 TL0286
 TL0286                          STATION DESCRIPTION
 TL0286
 TL0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1913
 TL0286'1.4 MI S FROM SUNBURST.
 TL0286'ABOUT 1.4 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM SUNBURST,
 TL0286'TOOLE COUNTY, AT MILEPOST 129, ABOUT 50 FEET WEST OF THE TRACK, AND IN
 TL0286'LINE WITH A ROW OF POLES.  A STANDARD CAP, STAMPED 3348.215 AND
 TL0286'FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- LOCATED 1.5
 TL0286'MILES SOUTH OF THE STATION AT SUNBURST.
 TL0286
 TL0286                          STATION RECOVERY (1938)
 TL0286
 TL0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 TL0286'RECOVERED IN GOOD CONDITION.
 TL0286
 TL0286                          STATION RECOVERY (1978)
 TL0286
 TL0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TL0286'MARK NOT FOUND.
 TL0286
 TL0286                          STATION RECOVERY (1984)
 TL0286
 TL0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 TL0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0369 ***********************************************************************
 RU0369  DESIGNATION -  E 120
 RU0369  PID         -  RU0369
 RU0369  STATE/COUNTY-  MT/YELLOWSTONE
 RU0369  USGS QUAD   -  CUSTER (1980)
 RU0369
 RU0369                         *CURRENT SURVEY CONTROL
 RU0369  ___________________________________________________________________
 RU0369* NAD 83(1986)-  46 10 32.     (N)    107 34 44.     (W)     SCALED    
 RU0369* NAVD 88     -       910.736  (meters)    2987.97   (feet)  ADJUSTED  
 RU0369  ___________________________________________________________________
 RU0369  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 RU0369  DYNAMIC HT  -         910.607 (meters)    2987.55  (feet)  COMP
 RU0369  MODELED GRAV-     980,442.5   (mgal)                       NAVD 88
 RU0369
 RU0369  VERT ORDER  -  FIRST     CLASS II
 RU0369
 RU0369.The horizontal coordinates were scaled from a topographic map and have
 RU0369.an estimated accuracy of +/- 6 seconds.
 RU0369
 RU0369.The orthometric height was determined by differential leveling
 RU0369.and adjusted by the National Geodetic Survey in June 1991..
 RU0369
 RU0369.The geoid height was determined by GEOID03.
 RU0369
 RU0369.The dynamic height is computed by dividing the NAVD 88
 RU0369.geopotential number by the normal gravity value computed on the
 RU0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0369.degrees latitude (g = 980.6199 gals.).
 RU0369
 RU0369.The modeled gravity was interpolated from observed gravity values.
 RU0369
 RU0369;                    North         East    Units  Estimated Accuracy
 RU0369;SPC MT       -   215,800.      748,260.      MT  (+/- 180 meters Scaled)
 RU0369
 RU0369                          SUPERSEDED SURVEY CONTROL
 RU0369
 RU0369  NGVD 29 (??/??/92)  910.078  (m)         2985.81   (f) ADJ UNCH    1 2
 RU0369
 RU0369.Superseded values are not recommended for survey control.
 RU0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0369.See file dsdata.txt to determine how the superseded data were derived.
 RU0369
 RU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM009167(NAD 83)
 RU0369_MARKER: DB = BENCH MARK DISK
 RU0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0369_STAMPING: E 120 1934
 RU0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0369+STABILITY: SURFACE MOTION
 RU0369
 RU0369  HISTORY     - Date     Condition        Report By
 RU0369  HISTORY     - 1934     MONUMENTED       CGS
 RU0369  HISTORY     - 1960     GOOD             NGS
 RU0369
 RU0369                          STATION DESCRIPTION
 RU0369
 RU0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0369'4 MI N FROM CUSTER.
 RU0369'1 BLOCK EAST OF THE NORTHERN PACIFIC RAILROAD STATION AT CUSTER,
 RU0369'THENCE 1.35 MILES NORTH ALONG A GRAVELED DIRT ROAD TO THE JUNCTION OF
 RU0369'3 ROADS, THENCE 2.65 MILES NORTHWEST ALONG THE MIDDLE OF THE THREE
 RU0369'ROADS, 0.2 MILE SOUTH OF A SANDSTONE BUTTE, MIDWAY UP A SMALL HILL, IN
 RU0369'SECTION 15, R 33 E, T 5 N, 138 FEET EAST OF THE CENTER LINE OF THE
 RU0369'ROAD, ABOUT 7 FEET ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE POST
 RU0369'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0387 ***********************************************************************
 RU0387  DESIGNATION -  E 121
 RU0387  PID         -  RU0387
 RU0387  STATE/COUNTY-  MT/ROSEBUD
 RU0387  USGS QUAD   -  SUMATRA (1978)
 RU0387
 RU0387                         *CURRENT SURVEY CONTROL
 RU0387  ___________________________________________________________________
 RU0387* NAD 83(1986)-  46 36 52.     (N)    107 30 17.     (W)     SCALED    
 RU0387* NAVD 88     -       959.152  (meters)    3146.82   (feet)  ADJUSTED  
 RU0387  ___________________________________________________________________
 RU0387  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 RU0387  DYNAMIC HT  -         959.070 (meters)    3146.55  (feet)  COMP
 RU0387  MODELED GRAV-     980,495.0   (mgal)                       NAVD 88
 RU0387
 RU0387  VERT ORDER  -  SECOND    CLASS 0
 RU0387
 RU0387.The horizontal coordinates were scaled from a topographic map and have
 RU0387.an estimated accuracy of +/- 6 seconds.
 RU0387
 RU0387.The orthometric height was determined by differential leveling
 RU0387.and adjusted by the National Geodetic Survey in June 1991..
 RU0387
 RU0387.The geoid height was determined by GEOID03.
 RU0387
 RU0387.The dynamic height is computed by dividing the NAVD 88
 RU0387.geopotential number by the normal gravity value computed on the
 RU0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0387.degrees latitude (g = 980.6199 gals.).
 RU0387
 RU0387.The modeled gravity was interpolated from observed gravity values.
 RU0387
 RU0387;                    North         East    Units  Estimated Accuracy
 RU0387;SPC MT       -   264,690.      752,740.      MT  (+/- 180 meters Scaled)
 RU0387
 RU0387                          SUPERSEDED SURVEY CONTROL
 RU0387
 RU0387  NGVD 29 (??/??/92)  958.470  (m)         3144.58   (f) ADJ UNCH    2 0
 RU0387
 RU0387.Superseded values are not recommended for survey control.
 RU0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0387.See file dsdata.txt to determine how the superseded data were derived.
 RU0387
 RU0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM082653(NAD 83)
 RU0387_MARKER: DB = BENCH MARK DISK
 RU0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0387_STAMPING: E 121 1934
 RU0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0387+STABILITY: SURFACE MOTION
 RU0387
 RU0387  HISTORY     - Date     Condition        Report By
 RU0387  HISTORY     - 1934     MONUMENTED       CGS
 RU0387
 RU0387                          STATION DESCRIPTION
 RU0387
 RU0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0387'1.8 MI W FROM GALBRAITH.
 RU0387'1.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RU0387'RAILROAD FROM GALBRAITH, ROSEBUD COUNTY, 6 POLES EAST OF MILEPOST
 RU0387'1212, 78 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 12 FEET
 RU0387'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 121 1934
 RU0387'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0007 ***********************************************************************
 RV0007  DESIGNATION -  E 122
 RV0007  PID         -  RV0007
 RV0007  STATE/COUNTY-  MT/MUSSELSHELL
 RV0007  USGS QUAD   -  MUSSELSHELL NW (1963)
 RV0007
 RV0007                         *CURRENT SURVEY CONTROL
 RV0007  ___________________________________________________________________
 RV0007* NAD 83(1986)-  46 41 41.     (N)    108 10 03.     (W)     SCALED    
 RV0007* NAVD 88     -       989.749  (meters)    3247.20   (feet)  ADJUSTED  
 RV0007  ___________________________________________________________________
 RV0007  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 RV0007  DYNAMIC HT  -         989.651 (meters)    3246.88  (feet)  COMP
 RV0007  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 RV0007
 RV0007  VERT ORDER  -  SECOND    CLASS 0
 RV0007
 RV0007.The horizontal coordinates were scaled from a topographic map and have
 RV0007.an estimated accuracy of +/- 6 seconds.
 RV0007
 RV0007.The orthometric height was determined by differential leveling
 RV0007.and adjusted by the National Geodetic Survey in June 1991..
 RV0007
 RV0007.The geoid height was determined by GEOID03.
 RV0007
 RV0007.The dynamic height is computed by dividing the NAVD 88
 RV0007.geopotential number by the normal gravity value computed on the
 RV0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0007.degrees latitude (g = 980.6199 gals.).
 RV0007
 RV0007.The modeled gravity was interpolated from observed gravity values.
 RV0007
 RV0007;                    North         East    Units  Estimated Accuracy
 RV0007;SPC MT       -   272,530.      701,860.      MT  (+/- 180 meters Scaled)
 RV0007
 RV0007                          SUPERSEDED SURVEY CONTROL
 RV0007
 RV0007  NGVD 29 (??/??/92)  989.032  (m)         3244.85   (f) ADJ UNCH    2 0
 RV0007
 RV0007.Superseded values are not recommended for survey control.
 RV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0007.See file dsdata.txt to determine how the superseded data were derived.
 RV0007
 RV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS165751(NAD 83)
 RV0007_MARKER: DB = BENCH MARK DISK
 RV0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0007_STAMPING: E 122 1934
 RV0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0007+STABILITY: SURFACE MOTION
 RV0007
 RV0007  HISTORY     - Date     Condition        Report By
 RV0007  HISTORY     - 1934     MONUMENTED       CGS
 RV0007  HISTORY     - 1963     GOOD             USGS
 RV0007
 RV0007                          STATION DESCRIPTION
 RV0007
 RV0007'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RV0007'4.9 MI S FROM KELLEY.
 RV0007'ABOUT 12.5 MI. N. OF THE C.M.ST. P. AND P. RR STA. AT MUSSELSHELL,
 RV0007'MUSSELSHELL, CO., ON THE RD TO WINNETT.  THENCE W. ALONG OLD RD FOR
 RV0007'0.5 MI. TO A T. RD. N.  THENCE N. 1.0 MI. TO A SMALL HILL AND BM., 30
 RV0007'FT W. AND THE SAME ELEV. AS THE CTR. LINE OF THE RD.  A STD. TABLET
 RV0007'SET IN THE TOP OF A CONCRETE POST STAMPED-- E 122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0263 ***********************************************************************
 RV0263  DESIGNATION -  E 123
 RV0263  PID         -  RV0263
 RV0263  STATE/COUNTY-  MT/SWEET GRASS
 RV0263  USGS QUAD   -  MELVILLE NW (1985)
 RV0263
 RV0263                         *CURRENT SURVEY CONTROL
 RV0263  ___________________________________________________________________
 RV0263* NAD 83(1986)-  46 10 11.     (N)    109 53 01.     (W)     SCALED    
 RV0263* NAVD 88     -      1528.560  (meters)    5014.95   (feet)  ADJUSTED  
 RV0263  ___________________________________________________________________
 RV0263  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 RV0263  DYNAMIC HT  -        1528.126 (meters)    5013.53  (feet)  COMP
 RV0263  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 RV0263
 RV0263  VERT ORDER  -  SECOND    CLASS 0
 RV0263
 RV0263.The horizontal coordinates were scaled from a topographic map and have
 RV0263.an estimated accuracy of +/- 6 seconds.
 RV0263
 RV0263.The orthometric height was determined by differential leveling
 RV0263.and adjusted by the National Geodetic Survey in June 1991..
 RV0263
 RV0263.The geoid height was determined by GEOID03.
 RV0263
 RV0263.The dynamic height is computed by dividing the NAVD 88
 RV0263.geopotential number by the normal gravity value computed on the
 RV0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0263.degrees latitude (g = 980.6199 gals.).
 RV0263
 RV0263.The modeled gravity was interpolated from observed gravity values.
 RV0263
 RV0263;                    North         East    Units  Estimated Accuracy
 RV0263;SPC MT       -   213,410.      570,390.      MT  (+/- 180 meters Scaled)
 RV0263
 RV0263                          SUPERSEDED SURVEY CONTROL
 RV0263
 RV0263  NGVD 29 (??/??/92) 1527.522  (m)         5011.55   (f) ADJ UNCH    2 0
 RV0263
 RV0263.Superseded values are not recommended for survey control.
 RV0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0263.See file dsdata.txt to determine how the superseded data were derived.
 RV0263
 RV0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS861135(NAD 83)
 RV0263_MARKER: DB = BENCH MARK DISK
 RV0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0263_STAMPING: E 123 1934
 RV0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0263+STABILITY: SURFACE MOTION
 RV0263
 RV0263  HISTORY     - Date     Condition        Report By
 RV0263  HISTORY     - 1934     MONUMENTED       CGS
 RV0263  HISTORY     - 1979     GOOD             USGS
 RV0263
 RV0263                          STATION DESCRIPTION
 RV0263
 RV0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0263'7.9 MI NE FROM MELVILLE.
 RV0263'7.9 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM MELVILLE, SWEETGRASS
 RV0263'COUNTY, 0.2 MILE SOUTH OF A GATE IN THE RIGHT-OF-WAY FENCE, 75 YARDS
 RV0263'SOUTH OF A WOODEN BRIDGE IN A DRAW, 32 FEET WEST OF THE CENTERLINE OF
 RV0263'THE HIGHWAY, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 RV0263'DISK, STAMPED E 123 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RV0263
 RV0263                          STATION RECOVERY (1979)
 RV0263
 RV0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 RV0263'4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE MELVILLE, SWEET
 RV0263'GRASS COUNTY, POST OFFICE, THENCE 0.9 MILE EAST CROSS COUNTRY, AT THE
 RV0263'EAST EDGE OF THE NORTHEAST 1/4 OF SECTION 19, T 5 N, R 15 E, ALONG
 RV0263'THE OLD NORTH-SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 19, AT THE TOP OF A
 RV0263'SMALL HILL, ABOUT 335 FEET NORTH OF A T-FENCE WEST, 220 FEET SOUTH OF
 RV0263'THE CENTER OF A DRAIN AT A WASHED-OUT BRIDGE, 37 FEET WEST OF THE
 RV0263'CENTER OF THE OLD ROAD. A STANDARD DISK, STAMPED E 123 1934 AND SET
 RV0263'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0075 ***********************************************************************
 QW0075  DESIGNATION -  E 124
 QW0075  PID         -  QW0075
 QW0075  STATE/COUNTY-  MT/YELLOWSTONE
 QW0075  USGS QUAD   -  RATTLESNAKE BUTTE (1975)
 QW0075
 QW0075                         *CURRENT SURVEY CONTROL
 QW0075  ___________________________________________________________________
 QW0075* NAD 83(1986)-  45 55 05.     (N)    108 27 49.     (W)     SCALED    
 QW0075* NAVD 88     -       991.388  (meters)    3252.58   (feet)  ADJUSTED  
 QW0075  ___________________________________________________________________
 QW0075  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 QW0075  DYNAMIC HT  -         991.194 (meters)    3251.94  (feet)  COMP
 QW0075  MODELED GRAV-     980,386.2   (mgal)                       NAVD 88
 QW0075
 QW0075  VERT ORDER  -  SECOND    CLASS 0
 QW0075
 QW0075.The horizontal coordinates were scaled from a topographic map and have
 QW0075.an estimated accuracy of +/- 6 seconds.
 QW0075
 QW0075.The orthometric height was determined by differential leveling
 QW0075.and adjusted by the National Geodetic Survey in June 1991..
 QW0075
 QW0075.The geoid height was determined by GEOID03.
 QW0075
 QW0075.The dynamic height is computed by dividing the NAVD 88
 QW0075.geopotential number by the normal gravity value computed on the
 QW0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0075.degrees latitude (g = 980.6199 gals.).
 QW0075
 QW0075.The modeled gravity was interpolated from observed gravity values.
 QW0075
 QW0075;                    North         East    Units  Estimated Accuracy
 QW0075;SPC MT       -   185,910.      680,360.      MT  (+/- 180 meters Scaled)
 QW0075
 QW0075                          SUPERSEDED SURVEY CONTROL
 QW0075
 QW0075  NGVD 29 (??/??/92)  990.625  (m)         3250.08   (f) ADJ UNCH    2 0
 QW0075
 QW0075.Superseded values are not recommended for survey control.
 QW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0075.See file dsdata.txt to determine how the superseded data were derived.
 QW0075
 QW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR966880(NAD 83)
 QW0075_MARKER: DB = BENCH MARK DISK
 QW0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0075_STAMPING: E 124 1934
 QW0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0075+STABILITY: SURFACE MOTION
 QW0075
 QW0075  HISTORY     - Date     Condition        Report By
 QW0075  HISTORY     - 1934     MONUMENTED       CGS
 QW0075  HISTORY     - 1950     GOOD             NGS
 QW0075
 QW0075                          STATION DESCRIPTION
 QW0075
 QW0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 QW0075'10.3 MI N FROM BILLINGS.
 QW0075'10.3 MILES NORTH ALONG U.S. HIGHWAY 87 FROM BILLINGS, YELLOWSTONE
 QW0075'COUNTY, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF
 QW0075'A GATE TO A FARMHOUSE, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 QW0075'STANDARD DISK, STAMPED E 124 1934 AND SET IN THE TOP OF A CONCRETE
 QW0075'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0115 ***********************************************************************
 RV0115  DESIGNATION -  E 125
 RV0115  PID         -  RV0115
 RV0115  STATE/COUNTY-  MT/MUSSELSHELL
 RV0115  USGS QUAD   -  LAKE MASON NE (1986)
 RV0115
 RV0115                         *CURRENT SURVEY CONTROL
 RV0115  ___________________________________________________________________
 RV0115* NAD 83(1986)-  46 38 06.     (N)    108 35 40.     (W)     SCALED    
 RV0115* NAVD 88     -      1090.409  (meters)    3577.45   (feet)  ADJUSTED  
 RV0115  ___________________________________________________________________
 RV0115  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 RV0115  DYNAMIC HT  -        1090.273 (meters)    3577.00  (feet)  COMP
 RV0115  MODELED GRAV-     980,451.2   (mgal)                       NAVD 88
 RV0115
 RV0115  VERT ORDER  -  SECOND    CLASS 0
 RV0115
 RV0115.The horizontal coordinates were scaled from a topographic map and have
 RV0115.an estimated accuracy of +/- 6 seconds.
 RV0115
 RV0115.The orthometric height was determined by differential leveling
 RV0115.and adjusted by the National Geodetic Survey in June 1991..
 RV0115
 RV0115.The geoid height was determined by GEOID03.
 RV0115
 RV0115.The dynamic height is computed by dividing the NAVD 88
 RV0115.geopotential number by the normal gravity value computed on the
 RV0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0115.degrees latitude (g = 980.6199 gals.).
 RV0115
 RV0115.The modeled gravity was interpolated from observed gravity values.
 RV0115
 RV0115;                    North         East    Units  Estimated Accuracy
 RV0115;SPC MT       -   265,430.      669,300.      MT  (+/- 180 meters Scaled)
 RV0115
 RV0115                          SUPERSEDED SURVEY CONTROL
 RV0115
 RV0115  NGVD 29 (??/??/92) 1089.634  (m)         3574.91   (f) ADJ UNCH    2 0
 RV0115
 RV0115.Superseded values are not recommended for survey control.
 RV0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0115.See file dsdata.txt to determine how the superseded data were derived.
 RV0115
 RV0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS841674(NAD 83)
 RV0115_MARKER: DB = BENCH MARK DISK
 RV0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0115_STAMPING: E 125 1934
 RV0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0115+STABILITY: SURFACE MOTION
 RV0115
 RV0115  HISTORY     - Date     Condition        Report By
 RV0115  HISTORY     - 1934     MONUMENTED       CGS
 RV0115  HISTORY     - 1978     GOOD             USGS
 RV0115
 RV0115                          STATION DESCRIPTION
 RV0115
 RV0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0115'14.0 MI N FROM ROUNDUP.
 RV0115'14.0 MILES NORTH ALONG U.S. HIGHWAY 87 FROM ROUNDUP, MUSSELSHELL
 RV0115'COUNTY, 1/8 MILE SOUTHEAST OF THE TOP OF A STEEP GRADE, 45 FEET
 RV0115'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET SOUTHWEST OF
 RV0115'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 125 1934 AND SET
 RV0115'IN THE TOP OF A CONCRETE POST.
 RV0115
 RV0115                          STATION RECOVERY (1978)
 RV0115
 RV0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0115'ROUNDUP COURTHOUSE, 11.9 MILES NORTH ALONG U.S. HIGHWAY 87 TO GRAVEL
 RV0115'ROAD LEADING NORTHWEST JUST BEFORE GOING DOWN A STEEP HILL. CONTINUE
 RV0115'ON HIGHWAY FOR 2.2 MILES TO CROSS FENCE EAST-WEST. CONTINUE FOR 0.15
 RV0115'MILES TO BENCH MARK ON LEFT. BENCH MARK IS 47 FEET WEST OF THE
 RV0115'CENTERLINE OF HIGHWAY. A STANDARD DISK STAMPED E-125 AND SET IN THE
 RV0115'TOP OF A CONCRETE POST, PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9615 ***********************************************************************
 AI9615  DESIGNATION -  E 125 RESET
 AI9615  PID         -  AI9615
 AI9615  STATE/COUNTY-  MT/MUSSELSHELL
 AI9615  USGS QUAD   -  LAKE MASON NE (1986)
 AI9615
 AI9615                         *CURRENT SURVEY CONTROL
 AI9615  ___________________________________________________________________
 AI9615* NAD 83(1986)-  46 38 06.     (N)    108 35 40.     (W)     SCALED    
 AI9615* NAVD 88     -      1090.59   (meters)    3578.0    (feet)  RESET     
 AI9615  ___________________________________________________________________
 AI9615  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 AI9615
 AI9615  VERT ORDER  -  THIRD
 AI9615
 AI9615.The horizontal coordinates were scaled from a topographic map and have
 AI9615.an estimated accuracy of +/- 6 seconds.
 AI9615
 AI9615.The orthometric height was computed from unverified reset data.
 AI9615.No vertical observational check was made to the station.
 AI9615
 AI9615.The geoid height was determined by GEOID03.
 AI9615
 AI9615;                    North         East    Units  Estimated Accuracy
 AI9615;SPC MT       -   265,430.      669,300.      MT  (+/- 180 meters Scaled)
 AI9615
 AI9615                          SUPERSEDED SURVEY CONTROL
 AI9615
 AI9615.No superseded survey control is available for this station.
 AI9615
 AI9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS841674(NAD 83)
 AI9615_MARKER: DV = VERTICAL CONTROL DISK
 AI9615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9615_STAMPING: E 125 RESET 1999
 AI9615_MARK LOGO: NGS   
 AI9615_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9615+STABILITY: SURFACE MOTION
 AI9615
 AI9615  HISTORY     - Date     Condition        Report By
 AI9615  HISTORY     - 1999     MONUMENTED       MTDOT
 AI9615
 AI9615                          STATION DESCRIPTION
 AI9615
 AI9615'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1999 (LSC)
 AI9615'22.95 KM (14.25 MI) NORTH ALONG US HIGHWAY 87 FROM THE ROUNDUP
 AI9615'COURTHOUSE, 27.5 M (90.2 FT) WEST OF THE CENTERLINE OF HIGHWAY 87, 0.5
 AI9615'M (1.6 FT) EAST OF FENCE, AND 20 M (65.6 FT) SOUTH OF A CULVERT. A
 AI9615'BRASS DISK SET IN A CONCRETE POST, 10 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0410 ***********************************************************************
 RV0410  DESIGNATION -  E 126
 RV0410  PID         -  RV0410
 RV0410  STATE/COUNTY-  MT/WHEATLAND
 RV0410  USGS QUAD   -  JUDITH GAP (1995)
 RV0410
 RV0410                         *CURRENT SURVEY CONTROL
 RV0410  ___________________________________________________________________
 RV0410* NAD 83(1986)-  46 38 11.     (N)    109 50 02.     (W)     SCALED    
 RV0410* NAVD 88     -      1468.769  (meters)    4818.79   (feet)  ADJUSTED  
 RV0410  ___________________________________________________________________
 RV0410  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 RV0410  DYNAMIC HT  -        1468.439 (meters)    4817.70  (feet)  COMP
 RV0410  MODELED GRAV-     980,337.5   (mgal)                       NAVD 88
 RV0410
 RV0410  VERT ORDER  -  SECOND    CLASS 0
 RV0410
 RV0410.The horizontal coordinates were scaled from a topographic map and have
 RV0410.an estimated accuracy of +/- 6 seconds.
 RV0410
 RV0410.The orthometric height was determined by differential leveling
 RV0410.and adjusted by the National Geodetic Survey in June 1991..
 RV0410
 RV0410.The geoid height was determined by GEOID03.
 RV0410
 RV0410.The dynamic height is computed by dividing the NAVD 88
 RV0410.geopotential number by the normal gravity value computed on the
 RV0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0410.degrees latitude (g = 980.6199 gals.).
 RV0410
 RV0410.The modeled gravity was interpolated from observed gravity values.
 RV0410
 RV0410;                    North         East    Units  Estimated Accuracy
 RV0410;SPC MT       -   265,230.      574,450.      MT  (+/- 180 meters Scaled)
 RV0410
 RV0410                          SUPERSEDED SURVEY CONTROL
 RV0410
 RV0410  NGVD 29 (??/??/92) 1467.773  (m)         4815.52   (f) ADJ UNCH    2 0
 RV0410
 RV0410.Superseded values are not recommended for survey control.
 RV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0410.See file dsdata.txt to determine how the superseded data were derived.
 RV0410
 RV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS892654(NAD 83)
 RV0410_MARKER: DB = BENCH MARK DISK
 RV0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0410_STAMPING: E 126 1934
 RV0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0410+STABILITY: SURFACE MOTION
 RV0410
 RV0410  HISTORY     - Date     Condition        Report By
 RV0410  HISTORY     - 1934     MONUMENTED       CGS
 RV0410  HISTORY     - 1961     GOOD             NGS
 RV0410
 RV0410                          STATION DESCRIPTION
 RV0410
 RV0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0410'6.3 MI SW FROM JUDITH GAP.
 RV0410'ABOUT 6.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0410'PACIFIC RAILROAD FROM THE STATION SIGN AT JUDITH GAP, 131 FEET WEST
 RV0410'AND ACROSS THE TRACK FROM MILE POLE 15, 94 FEET WEST OF THE WEST RAIL,
 RV0410'4 FEET EAST OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 3 FEET
 RV0410'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 10
 RV0410'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0077 ***********************************************************************
 RW0077  DESIGNATION -  E 127
 RW0077  PID         -  RW0077
 RW0077  STATE/COUNTY-  MT/MEAGHER
 RW0077  USGS QUAD   -  HAMEN (1980)
 RW0077
 RW0077                         *CURRENT SURVEY CONTROL
 RW0077  ___________________________________________________________________
 RW0077* NAD 83(1986)-  46 20 15.     (N)    110 42 22.     (W)     SCALED    
 RW0077* NAVD 88     -      1731.476  (meters)    5680.68   (feet)  ADJUSTED  
 RW0077  ___________________________________________________________________
 RW0077  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 RW0077  DYNAMIC HT  -        1730.930 (meters)    5678.89  (feet)  COMP
 RW0077  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 RW0077
 RW0077  VERT ORDER  -  SECOND    CLASS 0
 RW0077
 RW0077.The horizontal coordinates were scaled from a topographic map and have
 RW0077.an estimated accuracy of +/- 6 seconds.
 RW0077
 RW0077.The orthometric height was determined by differential leveling
 RW0077.and adjusted by the National Geodetic Survey in June 1991..
 RW0077
 RW0077.The geoid height was determined by GEOID03.
 RW0077
 RW0077.The dynamic height is computed by dividing the NAVD 88
 RW0077.geopotential number by the normal gravity value computed on the
 RW0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0077.degrees latitude (g = 980.6199 gals.).
 RW0077
 RW0077.The modeled gravity was interpolated from observed gravity values.
 RW0077
 RW0077;                    North         East    Units  Estimated Accuracy
 RW0077;SPC MT       -   232,690.      507,190.      MT  (+/- 180 meters Scaled)
 RW0077
 RW0077                          SUPERSEDED SURVEY CONTROL
 RW0077
 RW0077  NGVD 29 (??/??/92) 1730.303  (m)         5676.84   (f) ADJ UNCH    2 0
 RW0077
 RW0077.Superseded values are not recommended for survey control.
 RW0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0077.See file dsdata.txt to determine how the superseded data were derived.
 RW0077
 RW0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS226315(NAD 83)
 RW0077_MARKER: DB = BENCH MARK DISK
 RW0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0077_SP_SET: CONCRETE BASE
 RW0077_STAMPING: E 127 1934
 RW0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0077
 RW0077  HISTORY     - Date     Condition        Report By
 RW0077  HISTORY     - 1934     MONUMENTED       CGS
 RW0077  HISTORY     - 1951     GOOD             USGS
 RW0077
 RW0077                          STATION DESCRIPTION
 RW0077
 RW0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0077'2.5 MI W FROM LOWETH.
 RW0077'2.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0077'RAILROAD FROM THE STATION LOWETH, MEAGHER COUNTY, IN SECTION 27, T 7
 RW0077'N, R 8 E, 1350 FEET WEST OF THE EAST LINE, 2400 FEET NORTH OF THE
 RW0077'SOUTH LINE, AT SIGNAL LIGHT 48.0, IN THE FACE OF THE CONCRETE BASE, 10
 RW0077'FEET EAST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TOP OF
 RW0077'THE RAIL.  A STANDARD DISK, STAMPED E 127 1934 AND SET VERTICALLY.
 RW0077
 RW0077                          STATION RECOVERY (1951)
 RW0077
 RW0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RW0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9696 ***********************************************************************
 AA9696  DESIGNATION -  E 128 RESET
 AA9696  PID         -  AA9696
 AA9696  STATE/COUNTY-  MT/PARK
 AA9696  USGS QUAD   -  CHADBORN (1980)
 AA9696
 AA9696                         *CURRENT SURVEY CONTROL
 AA9696  ___________________________________________________________________
 AA9696* NAD 83(1986)-  45 48 28.     (N)    110 32 03.     (W)     SCALED    
 AA9696* NAVD 88     -      1408.64   (meters)    4621.5    (feet)  RESET     
 AA9696  ___________________________________________________________________
 AA9696  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 AA9696
 AA9696  VERT ORDER  -  THIRD
 AA9696
 AA9696.The horizontal coordinates were scaled from a topographic map and have
 AA9696.an estimated accuracy of +/- 6 seconds.
 AA9696
 AA9696.The orthometric height was computed from unverified reset data.
 AA9696
 AA9696.The geoid height was determined by GEOID03.
 AA9696
 AA9696;                    North         East    Units  Estimated Accuracy
 AA9696;SPC MT       -   173,650.      519,650.      MT  (+/- 180 meters Scaled)
 AA9696
 AA9696                          SUPERSEDED SURVEY CONTROL
 AA9696
 AA9696.No superseded survey control is available for this station.
 AA9696
 AA9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR361727(NAD 83)
 AA9696_MARKER: I = METAL ROD
 AA9696_SETTING: 66 = SET IN ROCK OUTCROP
 AA9696_STAMPING: E 128 RESET 1995
 AA9696_MARK LOGO: NGS   
 AA9696_MAGNETIC: I = MARKER IS A STEEL ROD
 AA9696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9696+STABILITY: POSITION/ELEVATION WELL
 AA9696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9696+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9696
 AA9696  HISTORY     - Date     Condition        Report By
 AA9696  HISTORY     - 1995     MONUMENTED       NGS
 AA9696
 AA9696                          STATION DESCRIPTION
 AA9696
 AA9696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CWW)
 AA9696'LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF CLYDE PARK, 0.5 MI (0.8 KM)
 AA9696'SOUTH OF THE CHADBORN ELEVATOR AND 0.05 MI (0.08 KM) SOUTHWEST OF U.S.
 AA9696'HIGHWAY 89.  THE STATION IS ON COUNTY PROPERTY.  TO REACH FROM THE
 AA9696'SAINT MARGARETS CATHOLIC CHURCH, IN CLYDE PARK, GO SOUTH ON U.S.
 AA9696'HIGHWAY 89 FOR 6.15 MI (9.90 KM) TO HIGHWAY MILEPOST 9.  CONTINUE
 AA9696'SOUTH ON THE HIGHWAY FOR 0.3 MI (0.5 KM) TO CASTLE MOUNTAIN ROAD ON
 AA9696'THE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO THE
 AA9696'STATION ON THE LEFT.  THE STATION MARK IS A STAINLESS STEEL ROAD
 AA9696'DRIVEN INTO BEDROCK AND IS 164.0 FT (50.0 M) SOUTHWEST OF THE SOUTH
 AA9696'ONE OF TWO SIPHONS, 62.3 FT (19.0 M) SOUTHWEST OF THE GRAVEL ROAD,
 AA9696'33.8 FT (10.3 M) NORTHWEST OF A FENCE AND 6.1 FT (1.9 M) NORTHWEST OF
 AA9696'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0125 ***********************************************************************
 RW0125  DESIGNATION -  E 129
 RW0125  PID         -  RW0125
 RW0125  STATE/COUNTY-  MT/MEAGHER
 RW0125  USGS QUAD   -  CHARCOAL GULCH (1995)
 RW0125
 RW0125                         *CURRENT SURVEY CONTROL
 RW0125  ___________________________________________________________________
 RW0125* NAD 83(1986)-  46 38 52.     (N)    110 52 07.     (W)     SCALED    
 RW0125* NAVD 88     -      1711.202  (meters)    5614.17   (feet)  ADJUSTED  
 RW0125  ___________________________________________________________________
 RW0125  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 RW0125  DYNAMIC HT  -        1710.730 (meters)    5612.62  (feet)  COMP
 RW0125  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 RW0125
 RW0125  VERT ORDER  -  SECOND    CLASS 0
 RW0125
 RW0125.The horizontal coordinates were scaled from a topographic map and have
 RW0125.an estimated accuracy of +/- 6 seconds.
 RW0125
 RW0125.The orthometric height was determined by differential leveling
 RW0125.and adjusted by the National Geodetic Survey in June 1991..
 RW0125
 RW0125.The geoid height was determined by GEOID03.
 RW0125
 RW0125.The dynamic height is computed by dividing the NAVD 88
 RW0125.geopotential number by the normal gravity value computed on the
 RW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0125.degrees latitude (g = 980.6199 gals.).
 RW0125
 RW0125.The modeled gravity was interpolated from observed gravity values.
 RW0125
 RW0125;                    North         East    Units  Estimated Accuracy
 RW0125;SPC MT       -   267,360.      495,290.      MT  (+/- 180 meters Scaled)
 RW0125
 RW0125                          SUPERSEDED SURVEY CONTROL
 RW0125
 RW0125  NGVD 29 (??/??/92) 1710.090  (m)         5610.52   (f) ADJ UNCH    2 0
 RW0125
 RW0125.Superseded values are not recommended for survey control.
 RW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0125.See file dsdata.txt to determine how the superseded data were derived.
 RW0125
 RW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS100660(NAD 83)
 RW0125_MARKER: DB = BENCH MARK DISK
 RW0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0125_STAMPING: E 129 1934
 RW0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0125+STABILITY: SURFACE MOTION
 RW0125
 RW0125  HISTORY     - Date     Condition        Report By
 RW0125  HISTORY     - 1934     MONUMENTED       CGS
 RW0125  HISTORY     - 1955     MARK NOT FOUND   NGS
 RW0125  HISTORY     - 1971     MARK NOT FOUND   USGS
 RW0125
 RW0125                          STATION DESCRIPTION
 RW0125
 RW0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RW0125'9.7 MI N FROM WHITE SULPHUR SPRINGS.
 RW0125'9.7 MILES NORTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS,
 RW0125'MIDWAY BETWEEN A TURN FROM THE WEST TO THE NORTH AND A TURN FROM THE
 RW0125'NORTH TO THE WEST, 57 FEET NORTHWEST OF A SMALL SHALE CUT ON THE EAST
 RW0125'SIDE OF THE HIGHWAY, AND 25 FEET WEST OF THE CENTERLINE OF THE
 RW0125'HIGHWAY.  A STANDARD DISK, STAMPED E 129 1934 AND SET IN THE TOP OF A
 RW0125'CONCRETE POST.
 RW0125
 RW0125                          STATION RECOVERY (1971)
 RW0125
 RW0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RW0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0460 ***********************************************************************
 RX0460  DESIGNATION -  E 13
 RX0460  PID         -  RX0460
 RX0460  STATE/COUNTY-  MT/POWELL
 RX0460  USGS QUAD   -  GARRISON (1989)
 RX0460
 RX0460                         *CURRENT SURVEY CONTROL
 RX0460  ___________________________________________________________________
 RX0460* NAD 83(1986)-  46 32 23.     (N)    112 50 53.     (W)     SCALED    
 RX0460* NAVD 88     -      1306.303  (meters)    4285.76   (feet)  POSTED    
 RX0460  ___________________________________________________________________
 RX0460  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RX0460  DYNAMIC HT  -        1305.990 (meters)    4284.74  (feet)  COMP
 RX0460  MODELED GRAV-     980,329.0   (mgal)                       NAVD 88
 RX0460
 RX0460  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RX0460
 RX0460.The horizontal coordinates were scaled from a topographic map and have
 RX0460.an estimated accuracy of +/- 6 seconds.
 RX0460
 RX0460.The orthometric height was determined by differential leveling
 RX0460.and adjusted by the National Geodetic Survey in 1992..
 RX0460.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RX0460.rate of 3.1 thru 4.0 mm/km.
 RX0460
 RX0460.The geoid height was determined by GEOID03.
 RX0460
 RX0460.The dynamic height is computed by dividing the NAVD 88
 RX0460.geopotential number by the normal gravity value computed on the
 RX0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0460.degrees latitude (g = 980.6199 gals.).
 RX0460
 RX0460.The modeled gravity was interpolated from observed gravity values.
 RX0460
 RX0460;                    North         East    Units  Estimated Accuracy
 RX0460;SPC MT       -   259,930.      343,410.      MT  (+/- 180 meters Scaled)
 RX0460
 RX0460                          SUPERSEDED SURVEY CONTROL
 RX0460
 RX0460  NGVD 29 (??/??/92) 1305.171  (m)         4282.05   (f) ADJ UNCH    1 2
 RX0460
 RX0460.Superseded values are not recommended for survey control.
 RX0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0460.See file dsdata.txt to determine how the superseded data were derived.
 RX0460
 RX0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS583556(NAD 83)
 RX0460_MARKER: DB = BENCH MARK DISK
 RX0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0460_SP_SET: ABUTMENT
 RX0460_STAMPING: 4282.206
 RX0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0460
 RX0460  HISTORY     - Date     Condition        Report By
 RX0460  HISTORY     - UNK      MONUMENTED       CGS
 RX0460  HISTORY     - 1959     GOOD             NGS
 RX0460
 RX0460                          STATION DESCRIPTION
 RX0460
 RX0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0460'2.25 MI NW FROM GARRISON.
 RX0460'ABOUT 2.25 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0460'THE STATION AT GARRISON, 86 FEET SOUTHWEST AND ACROSS THE TRACKS FROM
 RX0460'MILEPOST 53, IN THE NORTHWEST CORNER OF SECTION 15, T 9 N, R 10 W, 33
 RX0460'FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF THE NORTH END OF THE
 RX0460'CONCRETE ABUTMENT OF AN ABANDONED BRIDGE, AND ABOUT 8 FEET BELOW THE
 RX0460'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0015 ***********************************************************************
 RV0015  DESIGNATION -  E 130
 RV0015  PID         -  RV0015
 RV0015  STATE/COUNTY-  MT/PETROLEUM
 RV0015  USGS QUAD   -  CROWLEY DAM (1986)
 RV0015
 RV0015                         *CURRENT SURVEY CONTROL
 RV0015  ___________________________________________________________________
 RV0015* NAD 83(1986)-  46 51 04.     (N)    108 17 41.     (W)     SCALED    
 RV0015* NAVD 88     -       952.699  (meters)    3125.65   (feet)  ADJUSTED  
 RV0015  ___________________________________________________________________
 RV0015  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 RV0015  DYNAMIC HT  -         952.630 (meters)    3125.42  (feet)  COMP
 RV0015  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 RV0015
 RV0015  VERT ORDER  -  SECOND    CLASS 0
 RV0015
 RV0015.The horizontal coordinates were scaled from a topographic map and have
 RV0015.an estimated accuracy of +/- 6 seconds.
 RV0015
 RV0015.The orthometric height was determined by differential leveling
 RV0015.and adjusted by the National Geodetic Survey in June 1991..
 RV0015
 RV0015.The geoid height was determined by GEOID03.
 RV0015
 RV0015.The dynamic height is computed by dividing the NAVD 88
 RV0015.geopotential number by the normal gravity value computed on the
 RV0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0015.degrees latitude (g = 980.6199 gals.).
 RV0015
 RV0015.The modeled gravity was interpolated from observed gravity values.
 RV0015
 RV0015;                    North         East    Units  Estimated Accuracy
 RV0015;SPC MT       -   289,740.      691,860.      MT  (+/- 180 meters Scaled)
 RV0015
 RV0015                          SUPERSEDED SURVEY CONTROL
 RV0015
 RV0015  NGVD 29 (??/??/92)  951.991  (m)         3123.32   (f) ADJ UNCH    2 0
 RV0015
 RV0015.Superseded values are not recommended for survey control.
 RV0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0015.See file dsdata.txt to determine how the superseded data were derived.
 RV0015
 RV0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS062921(NAD 83)
 RV0015_MARKER: DB = BENCH MARK DISK
 RV0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0015_STAMPING: E 130 1934
 RV0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0015+STABILITY: SURFACE MOTION
 RV0015
 RV0015  HISTORY     - Date     Condition        Report By
 RV0015  HISTORY     - 1934     MONUMENTED       CGS
 RV0015
 RV0015                          STATION DESCRIPTION
 RV0015
 RV0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0015'10.1 MI NW FROM KELLEY.
 RV0015'10.1 MILES NORTHWEST ALONG THE ROAD LEADING TO WINNETT FROM KELLEY,
 RV0015'PETROLEUM COUNTY, 0.4 MILE EAST OF A GROUP OF FARM BUILDINGS, 0.1 MILE
 RV0015'EAST OF A SMALL WOODEN BRIDGE, 36 FEET SOUTH OF THE CENTERLINE OF THE
 RV0015'ROAD, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RV0015'STAMPED E 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0123 ***********************************************************************
 RV0123  DESIGNATION -  E 131
 RV0123  PID         -  RV0123
 RV0123  STATE/COUNTY-  MT/FERGUS
 RV0123  USGS QUAD   -  PIKE CREEK HILLS WEST (1986)
 RV0123
 RV0123                         *CURRENT SURVEY CONTROL
 RV0123  ___________________________________________________________________
 RV0123* NAD 83(1986)-  46 48 34.     (N)    108 37 56.     (W)     SCALED    
 RV0123* NAVD 88     -      1128.131  (meters)    3701.21   (feet)  ADJUSTED  
 RV0123  ___________________________________________________________________
 RV0123  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RV0123  DYNAMIC HT  -        1128.008 (meters)    3700.81  (feet)  COMP
 RV0123  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 RV0123
 RV0123  VERT ORDER  -  SECOND    CLASS 0
 RV0123
 RV0123.The horizontal coordinates were scaled from a topographic map and have
 RV0123.an estimated accuracy of +/- 6 seconds.
 RV0123
 RV0123.The orthometric height was determined by differential leveling
 RV0123.and adjusted by the National Geodetic Survey in June 1991..
 RV0123
 RV0123.The geoid height was determined by GEOID03.
 RV0123
 RV0123.The dynamic height is computed by dividing the NAVD 88
 RV0123.geopotential number by the normal gravity value computed on the
 RV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0123.degrees latitude (g = 980.6199 gals.).
 RV0123
 RV0123.The modeled gravity was interpolated from observed gravity values.
 RV0123
 RV0123;                    North         East    Units  Estimated Accuracy
 RV0123;SPC MT       -   284,770.      666,190.      MT  (+/- 180 meters Scaled)
 RV0123
 RV0123                          SUPERSEDED SURVEY CONTROL
 RV0123
 RV0123  NGVD 29 (??/??/92) 1127.343  (m)         3698.62   (f) ADJ UNCH    2 0
 RV0123
 RV0123.Superseded values are not recommended for survey control.
 RV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0123.See file dsdata.txt to determine how the superseded data were derived.
 RV0123
 RV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS806867(NAD 83)
 RV0123_MARKER: DB = BENCH MARK DISK
 RV0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0123_STAMPING: E 131 1934
 RV0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0123+STABILITY: SURFACE MOTION
 RV0123
 RV0123  HISTORY     - Date     Condition        Report By
 RV0123  HISTORY     - 1934     MONUMENTED       CGS
 RV0123  HISTORY     - 1978     GOOD             USGS
 RV0123
 RV0123                          STATION DESCRIPTION
 RV0123
 RV0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0123'8.8 MI SE FROM BATTRICK.
 RV0123'8.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM BATTRICK, FERGUS
 RV0123'COUNTY, 60 FEET SOUTHEAST OF THE OLD HIGHWAY, AND 75 FEET SOUTHWEST OF
 RV0123'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 131 1934
 RV0123'AND SET IN THE TOP OF A CONCRETE POST.
 RV0123
 RV0123                          STATION RECOVERY (1978)
 RV0123
 RV0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0123'0.6 MI. SOUTH AND EAST OF THE POST OFFICE AT GRASSRANGE, FERGUS CO.
 RV0123'MT. THENCE 16.9 MI. SOUTHEAST ALONG US HIGHWAY 87, THENCE 800 FEET
 RV0123'WEST SOUTHWEST TO OLD HIGHWAY SCAR, 70 FEET EAST OF A SMALL POND, 75
 RV0123'FEET WEST OF CENTER OF THE OLD ROAD SCAR. A STANDARD DISK STAMPED E
 RV0123'131 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0165 ***********************************************************************
 RV0165  DESIGNATION -  E 133
 RV0165  PID         -  RV0165
 RV0165  STATE/COUNTY-  MT/FERGUS
 RV0165  USGS QUAD   -  FORESTGROVE (1970)
 RV0165
 RV0165                         *CURRENT SURVEY CONTROL
 RV0165  ___________________________________________________________________
 RV0165* NAD 83(1986)-  46 59 57.     (N)    109 01 44.     (W)     SCALED    
 RV0165* NAVD 88     -      1209.258  (meters)    3967.37   (feet)  ADJUSTED  
 RV0165  ___________________________________________________________________
 RV0165  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 RV0165  DYNAMIC HT  -        1209.118 (meters)    3966.91  (feet)  COMP
 RV0165  MODELED GRAV-     980,455.1   (mgal)                       NAVD 88
 RV0165
 RV0165  VERT ORDER  -  SECOND    CLASS 0
 RV0165
 RV0165.The horizontal coordinates were scaled from a topographic map and have
 RV0165.an estimated accuracy of +/- 6 seconds.
 RV0165
 RV0165.The orthometric height was determined by differential leveling
 RV0165.and adjusted by the National Geodetic Survey in June 1991..
 RV0165
 RV0165.The geoid height was determined by GEOID03.
 RV0165
 RV0165.The dynamic height is computed by dividing the NAVD 88
 RV0165.geopotential number by the normal gravity value computed on the
 RV0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0165.degrees latitude (g = 980.6199 gals.).
 RV0165
 RV0165.The modeled gravity was interpolated from observed gravity values.
 RV0165
 RV0165;                    North         East    Units  Estimated Accuracy
 RV0165;SPC MT       -   305,590.      635,810.      MT  (+/- 180 meters Scaled)
 RV0165
 RV0165                          SUPERSEDED SURVEY CONTROL
 RV0165
 RV0165  NGVD 29 (??/??/92) 1208.419  (m)         3964.62   (f) ADJ UNCH    2 0
 RV0165
 RV0165.Superseded values are not recommended for survey control.
 RV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0165.See file dsdata.txt to determine how the superseded data were derived.
 RV0165
 RV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT498069(NAD 83)
 RV0165_MARKER: DB = BENCH MARK DISK
 RV0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0165_STAMPING: E 133 1934
 RV0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0165+STABILITY: SURFACE MOTION
 RV0165
 RV0165  HISTORY     - Date     Condition        Report By
 RV0165  HISTORY     - 1934     MONUMENTED       CGS
 RV0165  HISTORY     - 1961     GOOD             NGS
 RV0165
 RV0165                          STATION DESCRIPTION
 RV0165
 RV0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0165'2.85 MI E FROM FOREST GROVE.
 RV0165'ABOUT 2.85 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0165'PACIFIC RAILROAD FROM THE STATION SIGN AT FOREST GROVE, IN SECTION 2,
 RV0165'T 14 N, R 21 E, 0.1 MILE NORTHEAST OF AND ACROSS A DIRT ROAD FROM A
 RV0165'GROUP OF RANCH BUILDINGS, 64 FEET NORTHEAST OF MILEPOST 24, 38 FEET
 RV0165'SOUTHEAST OF THE SOUTHEAST RAIL, 154 FEET NORTHEAST OF THE CENTER LINE
 RV0165'OF A DIRT ROAD, 52 FEET NORTHEAST OF A TELEPHONE POLE WITH A LINE
 RV0165'CROSSING OVER THE TRACK, 8 FEET NORTHWEST OF A BANK ON THE NORTHWEST
 RV0165'SIDE OF THE SOUTH FORK OF DONALD CREEK, 1.2 FEET NORTHWEST OF A METAL
 RV0165'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 RV0165'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0087 ***********************************************************************
 SR0087  DESIGNATION -  E 134
 SR0087  PID         -  SR0087
 SR0087  STATE/COUNTY-  MT/FERGUS
 SR0087  USGS QUAD   -  ROY (1985)
 SR0087
 SR0087                         *CURRENT SURVEY CONTROL
 SR0087  ___________________________________________________________________
 SR0087* NAD 83(1986)-  47 20 23.     (N)    108 55 13.     (W)     SCALED    
 SR0087* NAVD 88     -      1044.748  (meters)    3427.64   (feet)  ADJUSTED  
 SR0087  ___________________________________________________________________
 SR0087  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 SR0087  DYNAMIC HT  -        1044.696 (meters)    3427.47  (feet)  COMP
 SR0087  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 SR0087
 SR0087  VERT ORDER  -  SECOND    CLASS 0
 SR0087
 SR0087.The horizontal coordinates were scaled from a topographic map and have
 SR0087.an estimated accuracy of +/- 6 seconds.
 SR0087
 SR0087.The orthometric height was determined by differential leveling
 SR0087.and adjusted by the National Geodetic Survey in June 1991..
 SR0087
 SR0087.The geoid height was determined by GEOID03.
 SR0087
 SR0087.The dynamic height is computed by dividing the NAVD 88
 SR0087.geopotential number by the normal gravity value computed on the
 SR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0087.degrees latitude (g = 980.6199 gals.).
 SR0087
 SR0087.The modeled gravity was interpolated from observed gravity values.
 SR0087
 SR0087;                    North         East    Units  Estimated Accuracy
 SR0087;SPC MT       -   343,490.      643,790.      MT  (+/- 180 meters Scaled)
 SR0087
 SR0087                          SUPERSEDED SURVEY CONTROL
 SR0087
 SR0087  NGVD 29 (??/??/92) 1043.947  (m)         3425.02   (f) ADJ UNCH    2 0
 SR0087
 SR0087.Superseded values are not recommended for survey control.
 SR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0087.See file dsdata.txt to determine how the superseded data were derived.
 SR0087
 SR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT571450(NAD 83)
 SR0087_MARKER: DB = BENCH MARK DISK
 SR0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0087_STAMPING: E 134 1934
 SR0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0087+STABILITY: SURFACE MOTION
 SR0087
 SR0087  HISTORY     - Date     Condition        Report By
 SR0087  HISTORY     - 1934     MONUMENTED       CGS
 SR0087  HISTORY     - 1951     GOOD             NGS
 SR0087
 SR0087                          STATION DESCRIPTION
 SR0087
 SR0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 SR0087'2.0 MI E FROM ROY.
 SR0087'2.0 MILES EAST ALONG THE ROAD LEADING TO WILDER FROM ROY, 36 FEET
 SR0087'SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET WEST OF A T-ANGLE IN THE
 SR0087'FENCE, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 SR0087'STAMPED E 134 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0165 ***********************************************************************
 RW0165  DESIGNATION -  E 136
 RW0165  PID         -  RW0165
 RW0165  STATE/COUNTY-  MT/MEAGHER
 RW0165  USGS QUAD   -  LINGSHIRE (1966)
 RW0165
 RW0165                         *CURRENT SURVEY CONTROL
 RW0165  ___________________________________________________________________
 RW0165* NAD 83(1986)-  46 46 18.     (N)    111 23 39.     (W)     SCALED    
 RW0165* NAVD 88     -      1674.744  (meters)    5494.56   (feet)  ADJUSTED  
 RW0165  ___________________________________________________________________
 RW0165  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 RW0165  DYNAMIC HT  -        1674.343 (meters)    5493.24  (feet)  COMP
 RW0165  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 RW0165
 RW0165  VERT ORDER  -  SECOND    CLASS 0
 RW0165
 RW0165.The horizontal coordinates were scaled from a topographic map and have
 RW0165.an estimated accuracy of +/- 6 seconds.
 RW0165
 RW0165.The orthometric height was determined by differential leveling
 RW0165.and adjusted by the National Geodetic Survey in June 1991..
 RW0165
 RW0165.The geoid height was determined by GEOID03.
 RW0165
 RW0165.The dynamic height is computed by dividing the NAVD 88
 RW0165.geopotential number by the normal gravity value computed on the
 RW0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0165.degrees latitude (g = 980.6199 gals.).
 RW0165
 RW0165.The modeled gravity was interpolated from observed gravity values.
 RW0165
 RW0165;                    North         East    Units  Estimated Accuracy
 RW0165;SPC MT       -   281,960.      455,430.      MT  (+/- 180 meters Scaled)
 RW0165
 RW0165                          SUPERSEDED SURVEY CONTROL
 RW0165
 RW0165  NGVD 29 (??/??/92) 1673.690  (m)         5491.10   (f) ADJ UNCH    2 0
 RW0165
 RW0165.Superseded values are not recommended for survey control.
 RW0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0165.See file dsdata.txt to determine how the superseded data were derived.
 RW0165
 RW0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS699798(NAD 83)
 RW0165_MARKER: DB = BENCH MARK DISK
 RW0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0165_STAMPING: E 136 1934
 RW0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0165+STABILITY: SURFACE MOTION
 RW0165
 RW0165  HISTORY     - Date     Condition        Report By
 RW0165  HISTORY     - 1934     MONUMENTED       CGS
 RW0165
 RW0165                          STATION DESCRIPTION
 RW0165
 RW0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0165'5.8 MI SE FROM LINGSHIRE.
 RW0165'5.8 MILES SOUTHEAST ALONG THE FORT LOGAN ROAD FROM LINGSHIRE, MEAGHER
 RW0165'COUNTY, 10.6 MILES NORTHWEST OF THE JUNCTION OF THE FORT LOGAN-WATSON
 RW0165'ROAD AND THE ROAD LEADING NORTHWEST TO LINGSHIRE, 85 FEET WEST OF THE
 RW0165'CENTERLINE OF THE ROAD, AT A JOG IN THE FENCE LINE, 9 FEET NORTH OF
 RW0165'THE EAST-AND-WEST FENCE LINE, AND 4 FEET EAST OF THE NORTH-AND-SOUTH
 RW0165'FENCE LINE.  A STANDARD DISK, STAMPED E 136 1934 AND SET IN THE TOP OF
 RW0165'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0771 ***********************************************************************
 SS0771  DESIGNATION -  E 137
 SS0771  PID         -  SS0771
 SS0771  STATE/COUNTY-  MT/CASCADE
 SS0771  USGS QUAD   -  TRULY (1965)
 SS0771
 SS0771                         *CURRENT SURVEY CONTROL
 SS0771  ___________________________________________________________________
 SS0771* NAD 83(1986)-  47 18 06.     (N)    111 25 35.     (W)     SCALED    
 SS0771* NAVD 88     -      1041.006  (meters)    3415.37   (feet)  ADJUSTED  
 SS0771  ___________________________________________________________________
 SS0771  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 SS0771  DYNAMIC HT  -        1040.908 (meters)    3415.05  (feet)  COMP
 SS0771  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 SS0771
 SS0771  VERT ORDER  -  SECOND    CLASS 0
 SS0771
 SS0771.The horizontal coordinates were scaled from a topographic map and have
 SS0771.an estimated accuracy of +/- 6 seconds.
 SS0771
 SS0771.The orthometric height was determined by differential leveling
 SS0771.and adjusted by the National Geodetic Survey in June 1991..
 SS0771
 SS0771.The geoid height was determined by GEOID03.
 SS0771
 SS0771.The dynamic height is computed by dividing the NAVD 88
 SS0771.geopotential number by the normal gravity value computed on the
 SS0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0771.degrees latitude (g = 980.6199 gals.).
 SS0771
 SS0771.The modeled gravity was interpolated from observed gravity values.
 SS0771
 SS0771;                    North         East    Units  Estimated Accuracy
 SS0771;SPC MT       -   340,890.      454,420.      MT  (+/- 180 meters Scaled)
 SS0771
 SS0771                          SUPERSEDED SURVEY CONTROL
 SS0771
 SS0771  NGVD 29 (??/??/92) 1040.083  (m)         3412.34   (f) ADJ UNCH    2 0
 SS0771
 SS0771.Superseded values are not recommended for survey control.
 SS0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0771.See file dsdata.txt to determine how the superseded data were derived.
 SS0771
 SS0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT677387(NAD 83)
 SS0771_MARKER: DB = BENCH MARK DISK
 SS0771_SETTING: 66 = SET IN ROCK OUTCROP
 SS0771_SP_SET: OUTCROP
 SS0771_STAMPING: E 137 1934
 SS0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0771+STABILITY: POSITION/ELEVATION WELL
 SS0771
 SS0771  HISTORY     - Date     Condition        Report By
 SS0771  HISTORY     - 1934     MONUMENTED       CGS
 SS0771  HISTORY     - 1962     MARK NOT FOUND   NGS
 SS0771
 SS0771                          STATION DESCRIPTION
 SS0771
 SS0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0771'12.1 MI SE FROM ULM.
 SS0771'12.1 MILES SOUTH ALONG THE MILLEGAN ROAD FROM ULM, CASCADE COUNTY,
 SS0771'0.25 MILE SOUTH OF A GROUP OF FARM BUILDINGS, 477 FEET NORTH OF BRIDGE
 SS0771'NO. 251, 48 FEET EAST OF THE CENTERLINE OF THE ROAD, 12 FEET WEST OF
 SS0771'THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP ABOUT 20 FEET
 SS0771'ABOVE THE ROAD.  A STANDARD DISK, STAMPED E 137 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0601 ***********************************************************************
 PY0601  FBN         -  This is a Federal Base Network Control Station.
 PY0601  DESIGNATION -  E 138
 PY0601  PID         -  PY0601
 PY0601  STATE/COUNTY-  MT/BEAVERHEAD
 PY0601  USGS QUAD   -  WINSLOW CREEK (1988)
 PY0601
 PY0601                         *CURRENT SURVEY CONTROL
 PY0601  ___________________________________________________________________
 PY0601* NAD 83(1999)-  44 35 54.14523(N)    111 57 29.91429(W)     ADJUSTED  
 PY0601* NAVD 88     -      2035.567  (meters)    6678.36   (feet)  ADJUSTED  
 PY0601  ___________________________________________________________________
 PY0601  X           -  -1,701,570.207 (meters)                     COMP
 PY0601  Y           -  -4,220,372.907 (meters)                     COMP
 PY0601  Z           -   4,457,101.206 (meters)                     COMP
 PY0601  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 PY0601  ELLIP HEIGHT-        2026.18  (meters)          (10/12/00) GPS OBS
 PY0601  GEOID HEIGHT-          -9.40  (meters)                     GEOID03
 PY0601  DYNAMIC HT  -        2034.422 (meters)    6674.60  (feet)  COMP
 PY0601  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 PY0601
 PY0601  HORZ ORDER  -  A
 PY0601  VERT ORDER  -  FIRST     CLASS II
 PY0601  ELLP ORDER  -  THIRD     CLASS I
 PY0601
 PY0601.The horizontal coordinates were established by GPS observations
 PY0601.and adjusted by the National Geodetic Survey in October 2000..
 PY0601.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY0601.DATUM ITEM on the data sheet items page.
 PY0601
 PY0601.The orthometric height was determined by differential leveling
 PY0601.and adjusted by the National Geodetic Survey in June 1991..
 PY0601
 PY0601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0601
 PY0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0601
 PY0601.The ellipsoidal height was determined by GPS observations
 PY0601.and is referenced to NAD 83.
 PY0601
 PY0601.The geoid height was determined by GEOID03.
 PY0601
 PY0601.The dynamic height is computed by dividing the NAVD 88
 PY0601.geopotential number by the normal gravity value computed on the
 PY0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0601.degrees latitude (g = 980.6199 gals.).
 PY0601
 PY0601.The modeled gravity was interpolated from observed gravity values.
 PY0601
 PY0601;                    North         East     Units Scale Factor Converg.
 PY0601;SPC MT       -    41,790.249   404,801.146   MT  1.00026466   -1 47 53.7
 PY0601;SPC MT       -   137,107.12  1,328,087.75   iFT  1.00026466   -1 47 53.7
 PY0601;UTM  12      - 4,938,782.985   423,944.706   MT  0.99967113   -0 40 22.4
 PY0601
 PY0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0601!SPC MT       -   0.99968241  x   1.00026466  =   0.99994698
 PY0601!UTM  12      -   0.99968241  x   0.99967113  =   0.99935364
 PY0601
 PY0601                          SUPERSEDED SURVEY CONTROL
 PY0601
 PY0601  NAD 83(1992)-  44 35 54.14463(N)    111 57 29.91241(W) AD(       ) B
 PY0601  ELLIP H (05/15/92) 2026.28   (m)                       GP(       ) 4 2
 PY0601  NAD 83(1992)-  44 35 54.13517(N)    111 57 29.89701(W) AD(       ) 1
 PY0601  NAVD 88 (05/28/92) 2035.57   (m)         6678.4    (f) LEVELING    3  
 PY0601  NGVD 29 (??/??/92) 2034.220  (m)         6673.94   (f) ADJ UNCH    1 2
 PY0601
 PY0601.Superseded values are not recommended for survey control.
 PY0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0601.See file dsdata.txt to determine how the superseded data were derived.
 PY0601
 PY0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ2394538783(NAD 83)
 PY0601_MARKER: DB = BENCH MARK DISK
 PY0601_SETTING: 80 = SET IN A BOULDER
 PY0601_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY0601_STAMPING: E 138 1934
 PY0601_MARK LOGO: CGS   
 PY0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0601+STABILITY: SURFACE MOTION
 PY0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0601+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1999
 PY0601
 PY0601  HISTORY     - Date     Condition        Report By
 PY0601  HISTORY     - 1934     MONUMENTED       CGS
 PY0601  HISTORY     - 1964     GOOD             NGS
 PY0601  HISTORY     - 1987     GOOD             NGS
 PY0601  HISTORY     - 19990607 GOOD             NGS
 PY0601
 PY0601                          STATION DESCRIPTION
 PY0601
 PY0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0601'8.2 MI NW FROM LAKEVIEW.
 PY0601'ABOUT 8.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PY0601'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 22, T 14 S, R 3 W, ABOUT 0.3
 PY0601'MILE SOUTHWEST OF THE JUNCTION OF A GRADED DIRT ROAD LEADING NORTH, AT
 PY0601'THE WEST CORNER OF A HIGH RIDGE WHICH LEADS SOUTH AWAY FROM THE ROAD,
 PY0601'85 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 PY0601'ROCK THAT IS ABOUT 4 FEET WIDE, 2 FEET HIGH, AND IS PROJECTING FROM
 PY0601'THE BASE OF THE RIDGE, 6 INCHES EAST OF THE WEST EDGE OF THE ROCK, AND
 PY0601'ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
 PY0601
 PY0601                          STATION RECOVERY (1987)
 PY0601
 PY0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0601'THE STATION WAS RECOVERED AT THIS DATE.
 PY0601'
 PY0601'THE STATION IS LOCATED ABOUT 69.2 KM (43 MI)
 PY0601'WEST OF WEST YELLOWSTONE,
 PY0601'12.1 KM (7.5 MI) WEST OF THE RED ROCK LAKES NATIONAL WILDLIFE
 PY0601'REFUGE HEADQUARTERS AT LAKEVIEW,
 PY0601'49.9 KM (31 MI) WEST OF THE JUNCTION OF U.S. HIGHWAY 20 AND IDAHO
 PY0601'STATE HIGHWAY 87 NEAR HENRYS LAKE, IN SECTION 22, T 14 S, R 3 W,
 PY0601'ALONG A DIRT ROAD, AT A SMALL WASHOUT IN AN UNUSED IRRIGATION CANAL
 PY0601'AROUND SIDE OF LOW RIDGE.
 PY0601'OWNERSHIP--UNKNOWN.
 PY0601'
 PY0601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND IDAHO
 PY0601'STATE HIGHWAY 87 AT THE NORTH END OF THE ISLAND PARK RECREATION
 PY0601'AREA, GO NORTHWEST FOR 8.2 KM (5.1 MI) ON HIGHWAY 87 TO STALEY
 PY0601'SPRINGS ROAD (FS 055) ON THE LEFT.
 PY0601'TURN LEFT AND GO SOUTH FOR 8.9 KM (5.5 MI) ON THE GRAVEL ROAD TO A
 PY0601'ROAD LEFT.  CONTINUE AHEAD FOR 6.7 KM (4.15 MI) ON FS 053 TO RED
 PY0601'ROCK PASS AT THE CONTINENTAL DIVIDE.  CONTINUE AHEAD FOR 11.4 KM
 PY0601'(7.1 MI) TO A FORK, ELK LAKE ROAD ON THE RIGHT.  FOLLOW THE LEFT
 PY0601'FORK AND GO SOUTHWEST FOR 15.9 KM (9.85 MI) TO THE ENTRANCE TO THE
 PY0601'WILDLIFE HEADQUARTERS ON THE LEFT.  CONTINUE AHEAD AND GO NORTH,
 PY0601'THEN WESTERLY FOR 12.6 KM (7.85 MI) TO A ROAD RIGHT AND CABIN ON
 PY0601'THE LEFT.  CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 PY0601'LEFT, AT THE BASE OF A LOW RIDGE LEADING SOUTH.
 PY0601'
 PY0601'THE STATION IS A STANDARD CGS BENCH MARK DISK
 PY0601'STAMPED---E 138 1934---,
 PY0601'SET INTO A DRILL HOLE IN A SLOPING 0.5 METERS BY 1 METER BOULDER
 PY0601'PROJECTING FROM BANK ABOVE THE CANAL.  LOCATED
 PY0601'26.0 METERS (85.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 PY0601'ROAD,
 PY0601'1.5 METERS HIGHER THAN THE ROAD, 1 METER
 PY0601'HIGHER THAN THE CANAL,
 PY0601'9.3 METERS (30.5 FT) SOUTHEAST FROM A CARSONITE WITNESS POST IN THE
 PY0601'FENCE LINE AND
 PY0601'0.4 METERS (1.3 FT) NORTH FROM THE SOUTH END OF THE BOULDER, ON THE
 PY0601'NORTHWEST SIDE OF THE SLOPING RIDGE.
 PY0601'
 PY0601'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0601'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0601'
 PY0601'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0601'
 PY0601'DESCRIBED BY G.R. HEID.
 PY0601
 PY0601                          STATION RECOVERY (1999)
 PY0601
 PY0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PY0601'THE STATION IS LOCATED ABOUT 69.2 KM (43.00 MI) WEST OF WEST
 PY0601'YELLOWSTONE, 49.9 KM (31.00 MI) WEST OF THE JUNCTION OF US HIGHWAY 20
 PY0601'AND IDAHO STATE HIGHWAY 87 NEAR HENRYS LAKE AND 12.1 KM (7.50 MI) WEST
 PY0601'OF RED ROCK LAKES NATIONAL WILDLIFE REFUGE HEADQUARTERS AT LAKEVIEW,
 PY0601'IN SECTION 22, T 14 S, R 3 W, AT A SMALL WASHOUT IN AN UNUSED
 PY0601'IRRIGATION CANAL AROUND THE SIDE OF A LOW RIDGE. OWNERSHIP--UNKNOWN.
 PY0601'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND IDAHO
 PY0601'STATE HIGHWAY 87 AT THE NORTH END OF ISLAND PARK RECREATION AREA, GO
 PY0601'NORTHWEST FOR 8.2 KM (5.10 MI) ON HIGHWAY 87 TO STALEY SPRINGS ROAD
 PY0601'(FS 055) ON THE LEFT.  TURN LEFT, SOUTH AND GO 4.43 KM (2.75 MI) TO
 PY0601'THE END OF PAVEMENT.  CONTINUE AHEAD ON GRAVEL ROAD FOR 4.43 KM (2.75
 PY0601'MI) TO JUNCTION WITH FS ROAD 053.  CONTINUE AHEAD FOR 6.7 KM (4.15 MI)
 PY0601'ON FS 053 TO RED ROCK PASS AT THE CONTINENTAL DIVIDE.  CONTINUE AHEAD
 PY0601'FOR 11.4 KM (7.10 MI) TO A FORK, ELK LAKE ROAD ON THE RIGHT.  FOLLOW
 PY0601'THE LEFT FORK AND GO SOUTHEAST FOR 15.9 KM (9.85 MI) TO THE ENTRANCE
 PY0601'OF THE WILDLIFE HEADQUARTERS ON THE LEFT.  CONTINUE AHEAD AND GO
 PY0601'NORTH, THEN WESTERLY FOR 12.6 KM (7.80 MI) TO A ROAD RIGHT (BRUNDALE
 PY0601'LANE) AND A CABIN ON THE LEFT. CONTINUE AHEAD ON MAIN ROAD FOR 0.5 KM
 PY0601'(0.30 MI) TO THE STATION ON THE LEFT AT THE BASE OF A LOW RIDGE
 PY0601'LEADING SOUTH.  THE STATION IS SET INTO A DRILL HOLE IN A SLOPING 0.5
 PY0601'M (1.6 FT) X 1.0 M (3.3 FT) BOULDER PROJECTING FROM THE BANK ABOVE
 PY0601'CANAL.  LOCATED 26.0 M (85.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER
 PY0601'OF THE ROAD, 1.5 M (4.9 FT) HIGHER THAN THE ROAD AND 1.0 M (3.3 FT)
 PY0601'HIGHER THAN THE CANAL, 9.3 M (30.5 FT) SOUTHEAST FROM A FIBERGLASS
 PY0601'WITNESS POST IN THE FENCE LINE AND 0.4 M (1.3 FT) NORTH FROM THE SOUTH
 PY0601'END OF THE BOULDER, ON THE NORTHWEST SIDE OF THE SLOPING RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0331 ***********************************************************************
 QX0331  DESIGNATION -  E 139
 QX0331  PID         -  QX0331
 QX0331  STATE/COUNTY-  MT/MADISON
 QX0331  USGS QUAD   -  BUCKS NEST (1988)
 QX0331
 QX0331                         *CURRENT SURVEY CONTROL
 QX0331  ___________________________________________________________________
 QX0331* NAD 83(1986)-  45 07 29.     (N)    111 39 53.     (W)     SCALED    
 QX0331* NAVD 88     -      1661.795  (meters)    5452.07   (feet)  ADJUSTED  
 QX0331  ___________________________________________________________________
 QX0331  GEOID HEIGHT-          -9.72  (meters)                     GEOID03
 QX0331  DYNAMIC HT  -        1661.019 (meters)    5449.53  (feet)  COMP
 QX0331  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 QX0331
 QX0331  VERT ORDER  -  FIRST     CLASS II
 QX0331
 QX0331.The horizontal coordinates were scaled from a topographic map and have
 QX0331.an estimated accuracy of +/- 6 seconds.
 QX0331
 QX0331.The orthometric height was determined by differential leveling
 QX0331.and adjusted by the National Geodetic Survey in June 1991..
 QX0331
 QX0331.The geoid height was determined by GEOID03.
 QX0331
 QX0331.The dynamic height is computed by dividing the NAVD 88
 QX0331.geopotential number by the normal gravity value computed on the
 QX0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0331.degrees latitude (g = 980.6199 gals.).
 QX0331
 QX0331.The modeled gravity was interpolated from observed gravity values.
 QX0331
 QX0331;                    North         East    Units  Estimated Accuracy
 QX0331;SPC MT       -    99,580.      429,720.      MT  (+/- 180 meters Scaled)
 QX0331
 QX0331                          SUPERSEDED SURVEY CONTROL
 QX0331
 QX0331  NGVD 29 (08/20/92) 1660.591  (m)         5448.12   (f) ADJUSTED    1 2
 QX0331
 QX0331.Superseded values are not recommended for survey control.
 QX0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0331.See file dsdata.txt to determine how the superseded data were derived.
 QX0331
 QX0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ477970(NAD 83)
 QX0331_MARKER: DB = BENCH MARK DISK
 QX0331_SETTING: 80 = SET IN A BOULDER
 QX0331_SP_SET: BOULDER
 QX0331_STAMPING: E 139 1934
 QX0331_MARK LOGO: CGS   
 QX0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0331+STABILITY: SURFACE MOTION
 QX0331
 QX0331  HISTORY     - Date     Condition        Report By
 QX0331  HISTORY     - 1934     MONUMENTED       CGS
 QX0331  HISTORY     - 1959     GOOD             NGS
 QX0331  HISTORY     - 1987     GOOD             NGS
 QX0331
 QX0331                          STATION DESCRIPTION
 QX0331
 QX0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QX0331'5.65 MI S FROM CAMERON.
 QX0331'5.65 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND
 QX0331'STORE AT CAMERON, IN THE CENTER OF SECTION 24, T 8 S, R 1 W, 208 FEET
 QX0331'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A FLAT ROCK
 QX0331'WHICH PROJECTS ABOUT 1 FOOT, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 QX0331'HIGHWAY.
 QX0331
 QX0331                          STATION RECOVERY (1987)
 QX0331
 QX0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0001 ***********************************************************************
 RY0001  DESIGNATION -  E 14
 RY0001  PID         -  RY0001
 RY0001  STATE/COUNTY-  MT/MISSOULA
 RY0001  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0001
 RY0001                         *CURRENT SURVEY CONTROL
 RY0001  ___________________________________________________________________
 RY0001* NAD 83(1986)-  46 52 29.     (N)    114 00 08.     (W)     SCALED    
 RY0001* NAVD 88     -       974.222  (meters)    3196.26   (feet)  ADJUSTED  
 RY0001  ___________________________________________________________________
 RY0001  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 RY0001  DYNAMIC HT  -         974.080 (meters)    3195.79  (feet)  COMP
 RY0001  MODELED GRAV-     980,435.6   (mgal)                       NAVD 88
 RY0001
 RY0001  VERT ORDER  -  FIRST     CLASS II
 RY0001
 RY0001.The horizontal coordinates were scaled from a topographic map and have
 RY0001.an estimated accuracy of +/- 6 seconds.
 RY0001
 RY0001.The orthometric height was determined by differential leveling
 RY0001.and adjusted by the National Geodetic Survey in June 1991..
 RY0001
 RY0001.The geoid height was determined by GEOID03.
 RY0001
 RY0001.The dynamic height is computed by dividing the NAVD 88
 RY0001.geopotential number by the normal gravity value computed on the
 RY0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0001.degrees latitude (g = 980.6199 gals.).
 RY0001
 RY0001.The modeled gravity was interpolated from observed gravity values.
 RY0001
 RY0001;                    North         East    Units  Estimated Accuracy
 RY0001;SPC MT       -   301,510.      257,180.      MT  (+/- 180 meters Scaled)
 RY0001
 RY0001                          SUPERSEDED SURVEY CONTROL
 RY0001
 RY0001  NGVD 29 (??/??/92)  973.152  (m)         3192.75   (f) ADJ UNCH    1 2
 RY0001
 RY0001.Superseded values are not recommended for survey control.
 RY0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0001.See file dsdata.txt to determine how the superseded data were derived.
 RY0001
 RY0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM284956(NAD 83)
 RY0001_MARKER: P = PIPE CAP
 RY0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0001
 RY0001  HISTORY     - Date     Condition        Report By
 RY0001  HISTORY     - UNK      MONUMENTED       USGS
 RY0001  HISTORY     - 1960     MARK NOT FOUND   NGS
 RY0001  HISTORY     - 20050716 POOR             GEOCAC
 RY0001
 RY0001                          STATION DESCRIPTION
 RY0001
 RY0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RY0001'IN MISSOULA.
 RY0001'AT MISSOULA, MISSOULA COUNTY, ON THE NORTH SIDE OF BROADWAY 64 YARDS
 RY0001'WEST OF MCCORMICK STREET, 52 YARDS EAST OF MAY STREET, AT THE PROPERTY
 RY0001'LINE OF THE CATHOLIC INSTITUTION, AND 1 FOOT SOUTH OF A WHITE WOODEN
 RY0001'WITNESS POST.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE
 RY0001'TOP OF A 3 1/2-INCH IRON PIPE.  NOTE-- NEW ROAD ROUTE AND EXCAVATION
 RY0001'SEEM TO HAVE DISTURBED LOCATION.
 RY0001
 RY0001                          STATION RECOVERY (2005)
 RY0001
 RY0001'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RY0001'THE STATION IS LOCATED IN THE SURFACE OF A CONCRETE SIDEWALK THAT RUNS
 RY0001'ALONG THE NORTHEAST SIDE OF W BROADWAY STREET, BETWEEN THE STREET AND
 RY0001'THE SAFEWAY PARKING LOT.  THE DISK IS BADLY WORN AND BARELY READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0322 ***********************************************************************
 SS0322  DESIGNATION -  E 140
 SS0322  PID         -  SS0322
 SS0322  STATE/COUNTY-  MT/CASCADE
 SS0322  USGS QUAD   -  THUNDER MOUNTAIN (1995)
 SS0322
 SS0322                         *CURRENT SURVEY CONTROL
 SS0322  ___________________________________________________________________
 SS0322* NAD 83(1986)-  47 06 24.     (N)    110 53 10.     (W)     SCALED    
 SS0322* NAVD 88     -      1355.505  (meters)    4447.19   (feet)  ADJUSTED  
 SS0322  ___________________________________________________________________
 SS0322  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 SS0322  DYNAMIC HT  -        1355.198 (meters)    4446.18  (feet)  COMP
 SS0322  MODELED GRAV-     980,340.8   (mgal)                       NAVD 88
 SS0322
 SS0322  VERT ORDER  -  SECOND    CLASS 0
 SS0322
 SS0322.The horizontal coordinates were scaled from a topographic map and have
 SS0322.an estimated accuracy of +/- 6 seconds.
 SS0322
 SS0322.The orthometric height was determined by differential leveling
 SS0322.and adjusted by the National Geodetic Survey in June 1991..
 SS0322
 SS0322.The geoid height was determined by GEOID03.
 SS0322
 SS0322.The dynamic height is computed by dividing the NAVD 88
 SS0322.geopotential number by the normal gravity value computed on the
 SS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0322.degrees latitude (g = 980.6199 gals.).
 SS0322
 SS0322.The modeled gravity was interpolated from observed gravity values.
 SS0322
 SS0322;                    North         East    Units  Estimated Accuracy
 SS0322;SPC MT       -   318,360.      494,860.      MT  (+/- 180 meters Scaled)
 SS0322
 SS0322                          SUPERSEDED SURVEY CONTROL
 SS0322
 SS0322  NGVD 29 (??/??/92) 1354.462  (m)         4443.76   (f) ADJ UNCH    2 0
 SS0322
 SS0322.Superseded values are not recommended for survey control.
 SS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0322.See file dsdata.txt to determine how the superseded data were derived.
 SS0322
 SS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT086170(NAD 83)
 SS0322_MARKER: DB = BENCH MARK DISK
 SS0322_SETTING: 66 = SET IN ROCK OUTCROP
 SS0322_SP_SET: ROCK
 SS0322_STAMPING: E 140 1961
 SS0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0322+STABILITY: POSITION/ELEVATION WELL
 SS0322
 SS0322  HISTORY     - Date     Condition        Report By
 SS0322  HISTORY     - 1961     MONUMENTED       CGS
 SS0322  HISTORY     - 1961     GOOD             NGS
 SS0322
 SS0322                          STATION DESCRIPTION
 SS0322
 SS0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0322'3.0 MI W FROM MONARCH.
 SS0322'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23 SCHOOL
 SS0322'AT MONARCH, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED STREET, THENCE
 SS0322'150 FEET SOUTH ALONG A PRIVATE ROAD AND ACROSS A BRIDGE, THENCE 0.7
 SS0322'MILE WEST ALONG A PRIVATE ROAD TO THE STRAIN RANCH HOUSE, THENCE 0.4
 SS0322'MILE WEST ALONG A PRIVATE ROAD, THENCE 1.5 MILES WEST ALONG AN
 SS0322'ABANDONED RAILROAD GRADE TO THE CROSSING OF BELT CREEK, IN SECTION 31,
 SS0322'T 16 N, R 7 E, 38 FEET SOUTH OF THE CENTER OF THE ABANDONED RAILROAD
 SS0322'GRADE, SET IN THE TOP OF A 6X15 FOOT ROCK, 57 FEET EAST-SOUTHEAST OF
 SS0322'THE SOUTH END OF AN OLD CONCRETE PIER OF A TRESTLE OVER BELT CREEK,
 SS0322'AND ABOUT 4 FEET BELOW THE LEVEL OF THE OLD RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0575 ***********************************************************************
 RX0575  DESIGNATION -  E 141
 RX0575  PID         -  RX0575
 RX0575  STATE/COUNTY-  MT/GRANITE
 RX0575  USGS QUAD   -  HALL (1989)
 RX0575
 RX0575                         *CURRENT SURVEY CONTROL
 RX0575  ___________________________________________________________________
 RX0575* NAD 83(1986)-  46 30 19.     (N)    113 13 31.     (W)     SCALED    
 RX0575* NAVD 88     -      1379.998  (meters)    4527.54   (feet)  ADJUSTED  
 RX0575  ___________________________________________________________________
 RX0575  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 RX0575  DYNAMIC HT  -        1379.629 (meters)    4526.33  (feet)  COMP
 RX0575  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 RX0575
 RX0575  VERT ORDER  -  SECOND    CLASS 0
 RX0575
 RX0575.The horizontal coordinates were scaled from a topographic map and have
 RX0575.an estimated accuracy of +/- 6 seconds.
 RX0575
 RX0575.The orthometric height was determined by differential leveling
 RX0575.and adjusted by the National Geodetic Survey in June 1991..
 RX0575
 RX0575.The geoid height was determined by GEOID03.
 RX0575
 RX0575.The dynamic height is computed by dividing the NAVD 88
 RX0575.geopotential number by the normal gravity value computed on the
 RX0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0575.degrees latitude (g = 980.6199 gals.).
 RX0575
 RX0575.The modeled gravity was interpolated from observed gravity values.
 RX0575
 RX0575;                    North         East    Units  Estimated Accuracy
 RX0575;SPC MT       -   257,410.      314,340.      MT  (+/- 180 meters Scaled)
 RX0575
 RX0575                          SUPERSEDED SURVEY CONTROL
 RX0575
 RX0575  NGVD 29 (??/??/92) 1378.850  (m)         4523.78   (f) ADJ UNCH    2 0
 RX0575
 RX0575.Superseded values are not recommended for survey control.
 RX0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0575.See file dsdata.txt to determine how the superseded data were derived.
 RX0575
 RX0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS292525(NAD 83)
 RX0575_MARKER: DB = BENCH MARK DISK
 RX0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0575_STAMPING: E 141 1934
 RX0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0575+STABILITY: SURFACE MOTION
 RX0575
 RX0575  HISTORY     - Date     Condition        Report By
 RX0575  HISTORY     - 1934     MONUMENTED       CGS
 RX0575
 RX0575                          STATION DESCRIPTION
 RX0575
 RX0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0575'IN STONE.
 RX0575'AT STONE, GRANITE COUNTY, 72 FEET WEST OF THE SOUTHWEST CORNER OF THE
 RX0575'NORTHERN PACIFIC RAILWAY STATION, 100 FEET NORTH OF MILEPOST 12, 42
 RX0575'FEET WEST OF THE TRACK, AND 2 FEET SOUTH OF THE SECTION-HOUSE FENCE. A
 RX0575'STANDARD DISK, STAMPED E 141 1934 AND SET IN THE TOP OF A CONCRETE
 RX0575'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0184 ***********************************************************************
 QY0184  DESIGNATION -  E 142
 QY0184  PID         -  QY0184
 QY0184  STATE/COUNTY-  MT/BEAVERHEAD
 QY0184  USGS QUAD   -  GLEN SE (1979)
 QY0184
 QY0184                         *CURRENT SURVEY CONTROL
 QY0184  ___________________________________________________________________
 QY0184* NAD 83(1986)-  45 15 34.     (N)    112 34 14.     (W)     SCALED    
 QY0184* NAVD 88     -      1532.256  (meters)    5027.08   (feet)  ADJUSTED  
 QY0184  ___________________________________________________________________
 QY0184  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 QY0184  DYNAMIC HT  -        1531.646 (meters)    5025.08  (feet)  COMP
 QY0184  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 QY0184
 QY0184  VERT ORDER  -  SECOND    CLASS 0
 QY0184
 QY0184.The horizontal coordinates were scaled from a topographic map and have
 QY0184.an estimated accuracy of +/- 6 seconds.
 QY0184
 QY0184.The orthometric height was determined by differential leveling
 QY0184.and adjusted by the National Geodetic Survey in June 1991..
 QY0184
 QY0184.The geoid height was determined by GEOID03.
 QY0184
 QY0184.The dynamic height is computed by dividing the NAVD 88
 QY0184.geopotential number by the normal gravity value computed on the
 QY0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0184.degrees latitude (g = 980.6199 gals.).
 QY0184
 QY0184.The modeled gravity was interpolated from observed gravity values.
 QY0184
 QY0184;                    North         East    Units  Estimated Accuracy
 QY0184;SPC MT       -   116,920.      359,090.      MT  (+/- 180 meters Scaled)
 QY0184
 QY0184                          SUPERSEDED SURVEY CONTROL
 QY0184
 QY0184  NGVD 29 (??/??/92) 1531.124  (m)         5023.36   (f) ADJ UNCH    2 0
 QY0184
 QY0184.Superseded values are not recommended for survey control.
 QY0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0184.See file dsdata.txt to determine how the superseded data were derived.
 QY0184
 QY0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR767129(NAD 83)
 QY0184_MARKER: DB = BENCH MARK DISK
 QY0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0184_STAMPING: E 142 1934
 QY0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0184+STABILITY: SURFACE MOTION
 QY0184
 QY0184  HISTORY     - Date     Condition        Report By
 QY0184  HISTORY     - 1934     MONUMENTED       CGS
 QY0184
 QY0184                          STATION DESCRIPTION
 QY0184
 QY0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0184'4.8 MI NE FROM DILLON.
 QY0184'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM DILLON, 0.15 MILE
 QY0184'NORTH OF A GATE LEADING TO A SIDE ROAD WEST OF THE HIGHWAY, 160 YARDS
 QY0184'SOUTH OF A SLIGHT TURN NORTHEAST, AND 31 FEET EAST OF THE CENTERLINE
 QY0184'OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 142 1934 AND SET IN THE
 QY0184'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0071 ***********************************************************************
 QY0071  DESIGNATION -  E 143
 QY0071  PID         -  QY0071
 QY0071  STATE/COUNTY-  MT/JEFFERSON
 QY0071  USGS QUAD   -  VENDOME (1996)
 QY0071
 QY0071                         *CURRENT SURVEY CONTROL
 QY0071  ___________________________________________________________________
 QY0071* NAD 83(1986)-  45 47 37.     (N)    112 08 53.     (W)     SCALED    
 QY0071* NAVD 88     -      1340.065  (meters)    4396.53   (feet)  ADJUSTED  
 QY0071  ___________________________________________________________________
 QY0071  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 QY0071  DYNAMIC HT  -        1339.608 (meters)    4395.03  (feet)  COMP
 QY0071  MODELED GRAV-     980,228.7   (mgal)                       NAVD 88
 QY0071
 QY0071  VERT ORDER  -  SECOND    CLASS 0
 QY0071
 QY0071.The horizontal coordinates were scaled from a topographic map and have
 QY0071.an estimated accuracy of +/- 6 seconds.
 QY0071
 QY0071.The orthometric height was determined by differential leveling
 QY0071.and adjusted by the National Geodetic Survey in June 1991..
 QY0071
 QY0071.The geoid height was determined by GEOID03.
 QY0071
 QY0071.The dynamic height is computed by dividing the NAVD 88
 QY0071.geopotential number by the normal gravity value computed on the
 QY0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0071.degrees latitude (g = 980.6199 gals.).
 QY0071
 QY0071.The modeled gravity was interpolated from observed gravity values.
 QY0071
 QY0071;                    North         East    Units  Estimated Accuracy
 QY0071;SPC MT       -   175,030.      394,230.      MT  (+/- 180 meters Scaled)
 QY0071
 QY0071                          SUPERSEDED SURVEY CONTROL
 QY0071
 QY0071  NGVD 29 (??/??/92) 1338.934  (m)         4392.82   (f) ADJ UNCH    2 0
 QY0071
 QY0071.Superseded values are not recommended for survey control.
 QY0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0071.See file dsdata.txt to determine how the superseded data were derived.
 QY0071
 QY0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR107717(NAD 83)
 QY0071_MARKER: DB = BENCH MARK DISK
 QY0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0071_STAMPING: E 143 1934
 QY0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0071+STABILITY: SURFACE MOTION
 QY0071
 QY0071  HISTORY     - Date     Condition        Report By
 QY0071  HISTORY     - 1934     MONUMENTED       CGS
 QY0071
 QY0071                          STATION DESCRIPTION
 QY0071
 QY0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0071'5.4 MI N FROM WATERLOO.
 QY0071'IN JEFFERSON COUNTY, 5.4 MILES NORTH ALONG THE NORTHERN PACIFIC
 QY0071'RAILWAY FROM WATERLOO, MADISON COUNTY, 440 FEET SOUTH OF MILEPOST 6,
 QY0071'AT A ROAD CROSSING, 17 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3
 QY0071'FEET SOUTH OF CULVERT 6, 40 FEET WEST OF THE TRACK, AND 1 FOOT EAST OF
 QY0071'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 143 1934 AND SET
 QY0071'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0326 ***********************************************************************
 PY0326  DESIGNATION -  E 144
 PY0326  PID         -  PY0326
 PY0326  STATE/COUNTY-  MT/GALLATIN
 PY0326  USGS QUAD   -  HEBGEN DAM (1988)
 PY0326
 PY0326                         *CURRENT SURVEY CONTROL
 PY0326  ___________________________________________________________________
 PY0326* NAD 83(1986)-  44 51 17.     (N)    111 19 25.     (W)     SCALED    
 PY0326* NAVD 88     -      2016.555  (meters)    6615.98   (feet)  ADJUSTED  
 PY0326  ___________________________________________________________________
 PY0326  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PY0326  DYNAMIC HT  -        2015.463 (meters)    6612.40  (feet)  COMP
 PY0326  MODELED GRAV-     980,003.1   (mgal)                       NAVD 88
 PY0326
 PY0326  VERT ORDER  -  FIRST     CLASS II
 PY0326
 PY0326.The horizontal coordinates were scaled from a topographic map and have
 PY0326.an estimated accuracy of +/- 6 seconds.
 PY0326
 PY0326.The orthometric height was determined by differential leveling
 PY0326.and adjusted by the National Geodetic Survey in June 1991..
 PY0326
 PY0326.The geoid height was determined by GEOID03.
 PY0326
 PY0326.The dynamic height is computed by dividing the NAVD 88
 PY0326.geopotential number by the normal gravity value computed on the
 PY0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0326.degrees latitude (g = 980.6199 gals.).
 PY0326
 PY0326.The modeled gravity was interpolated from observed gravity values.
 PY0326
 PY0326;                    North         East    Units  Estimated Accuracy
 PY0326;SPC MT       -    68,900.      455,850.      MT  (+/- 180 meters Scaled)
 PY0326
 PY0326                          SUPERSEDED SURVEY CONTROL
 PY0326
 PY0326  NGVD 29 (08/20/92) 2015.312  (m)         6611.90   (f) ADJUSTED    1 2
 PY0326
 PY0326.Superseded values are not recommended for survey control.
 PY0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0326.See file dsdata.txt to determine how the superseded data were derived.
 PY0326
 PY0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ744668(NAD 83)
 PY0326_MARKER: DB = BENCH MARK DISK
 PY0326_SETTING: 80 = SET IN A BOULDER
 PY0326_SP_SET: BOULDER
 PY0326_STAMPING: E 144 1959
 PY0326_MARK LOGO: CGS   
 PY0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0326+STABILITY: SURFACE MOTION
 PY0326
 PY0326  HISTORY     - Date     Condition        Report By
 PY0326  HISTORY     - 1959     MONUMENTED       CGS
 PY0326  HISTORY     - 19850601 MARK NOT FOUND   USGS
 PY0326  HISTORY     - 1987     GOOD             NGS
 PY0326
 PY0326                          STATION DESCRIPTION
 PY0326
 PY0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0326'1.0 MI SE FROM HEBGEN DAM.
 PY0326'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0326'SECTION 26, R 3 E, T 11 S, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PY0326'HIGHWAY, IN THE TOP OF A LARGE SANDSTONE ROCK WHICH PROJECTS ABOUT 1
 PY0326'FOOT, ABOUT 0.2 MILE NORTHEAST OF A HOUSE, NEAR THE TOP OF A HILL, AND
 PY0326'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PY0326
 PY0326                          STATION RECOVERY (1985)
 PY0326
 PY0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (EGE)
 PY0326'MARK NOT FOUND.
 PY0326
 PY0326                          STATION RECOVERY (1987)
 PY0326
 PY0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0326'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  32.5 KM (20.20
 PY0326'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0326'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0441 ***********************************************************************
 QX0441  DESIGNATION -  E 145
 QX0441  PID         -  QX0441
 QX0441  STATE/COUNTY-  MT/MADISON
 QX0441  USGS QUAD   -  HARRISON (1988)
 QX0441
 QX0441                         *CURRENT SURVEY CONTROL
 QX0441  ___________________________________________________________________
 QX0441* NAD 83(1986)-  45 42 41.     (N)    111 47 00.     (W)     SCALED    
 QX0441* NAVD 88     -      1486.321  (meters)    4876.37   (feet)  ADJUSTED  
 QX0441  ___________________________________________________________________
 QX0441  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 QX0441  DYNAMIC HT  -        1485.823 (meters)    4874.74  (feet)  COMP
 QX0441  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 QX0441
 QX0441  VERT ORDER  -  FIRST     CLASS II
 QX0441
 QX0441.The horizontal coordinates were scaled from a topographic map and have
 QX0441.an estimated accuracy of +/- 6 seconds.
 QX0441
 QX0441.The orthometric height was determined by differential leveling
 QX0441.and adjusted by the National Geodetic Survey in June 1991..
 QX0441
 QX0441.The geoid height was determined by GEOID03.
 QX0441
 QX0441.The dynamic height is computed by dividing the NAVD 88
 QX0441.geopotential number by the normal gravity value computed on the
 QX0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0441.degrees latitude (g = 980.6199 gals.).
 QX0441
 QX0441.The modeled gravity was interpolated from observed gravity values.
 QX0441
 QX0441;                    North         East    Units  Estimated Accuracy
 QX0441;SPC MT       -   165,000.      422,300.      MT  (+/- 180 meters Scaled)
 QX0441
 QX0441                          SUPERSEDED SURVEY CONTROL
 QX0441
 QX0441  NGVD 29 (08/20/92) 1485.228  (m)         4872.79   (f) ADJUSTED    1 2
 QX0441
 QX0441.Superseded values are not recommended for survey control.
 QX0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0441.See file dsdata.txt to determine how the superseded data were derived.
 QX0441
 QX0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR390622(NAD 83)
 QX0441_MARKER: DB = BENCH MARK DISK
 QX0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0441_SP_SET: CONCRETE POST
 QX0441_STAMPING: E 145 1959
 QX0441_MARK LOGO: CGS   
 QX0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0441+STABILITY: SURFACE MOTION
 QX0441
 QX0441  HISTORY     - Date     Condition        Report By
 QX0441  HISTORY     - 1959     MONUMENTED       CGS
 QX0441  HISTORY     - 1987     GOOD             NGS
 QX0441
 QX0441                          STATION DESCRIPTION
 QX0441
 QX0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0441'1.1 MI N FROM HARRISON.
 QX0441'ABOUT 0.3 MILE NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0441'RAILROAD FROM THE STATION AT HARRISON, THENCE ABOUT 0.8 MILE NORTH
 QX0441'ALONG A BRANCH LINE OF THE NORTHERN PACIFIC RAILROAD, IN THE EAST SIDE
 QX0441'OF SECTION 36, T 1 S, R 1 W, 6 POLES NORTH OF MILEPOST 9, 44 FEET WEST
 QX0441'OF THE WEST RAIL, ABOUT 117 YARDS EAST-SOUTHEAST OF A SMALL WHITE
 QX0441'FARMHOUSE, 111 FEET SOUTH OF THE CENTER LINE OF A GATE IN THE WEST
 QX0441'RIGHT OF WAY FENCE, ON THE SOUTH SLOPE OF A SMALL KNOLL, 3 FEET EAST
 QX0441'OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 QX0441'THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING
 QX0441'6 INCHES.
 QX0441
 QX0441                          STATION RECOVERY (1987)
 QX0441
 QX0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0441'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.3 KM (1.45
 QX0441'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE IN
 QX0441'HARRISON, THENCE 1.0 KM (0.60 MI) SOUTH ALONG AN ABANDONED RAILROAD
 QX0441'BED.  DELETE--6 POLES NORTH OF MILEPOST 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0344 ***********************************************************************
 QX0344  DESIGNATION -  E 146
 QX0344  PID         -  QX0344
 QX0344  STATE/COUNTY-  MT/MADISON
 QX0344  USGS QUAD   -  ENNIS (1988)
 QX0344
 QX0344                         *CURRENT SURVEY CONTROL
 QX0344  ___________________________________________________________________
 QX0344* NAD 83(1986)-  45 19 01.     (N)    111 41 56.     (W)     SCALED    
 QX0344* NAVD 88     -      1542.234  (meters)    5059.81   (feet)  ADJUSTED  
 QX0344  ___________________________________________________________________
 QX0344  GEOID HEIGHT-         -10.20  (meters)                     GEOID03
 QX0344  DYNAMIC HT  -        1541.595 (meters)    5057.72  (feet)  COMP
 QX0344  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 QX0344
 QX0344  VERT ORDER  -  FIRST     CLASS II
 QX0344
 QX0344.The horizontal coordinates were scaled from a topographic map and have
 QX0344.an estimated accuracy of +/- 6 seconds.
 QX0344
 QX0344.The orthometric height was determined by differential leveling
 QX0344.and adjusted by the National Geodetic Survey in June 1991..
 QX0344
 QX0344.The geoid height was determined by GEOID03.
 QX0344
 QX0344.The dynamic height is computed by dividing the NAVD 88
 QX0344.geopotential number by the normal gravity value computed on the
 QX0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0344.degrees latitude (g = 980.6199 gals.).
 QX0344
 QX0344.The modeled gravity was interpolated from observed gravity values.
 QX0344
 QX0344;                    North         East    Units  Estimated Accuracy
 QX0344;SPC MT       -   121,000.      427,640.      MT  (+/- 180 meters Scaled)
 QX0344
 QX0344                          SUPERSEDED SURVEY CONTROL
 QX0344
 QX0344  NGVD 29 (08/20/92) 1541.067  (m)         5055.98   (f) ADJUSTED    1 2
 QX0344
 QX0344.Superseded values are not recommended for survey control.
 QX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0344.See file dsdata.txt to determine how the superseded data were derived.
 QX0344
 QX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR452183(NAD 83)
 QX0344_MARKER: DB = BENCH MARK DISK
 QX0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0344_SP_SET: CONCRETE POST
 QX0344_STAMPING: E 146 1959
 QX0344_MARK LOGO: CGS   
 QX0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0344+STABILITY: SURFACE MOTION
 QX0344
 QX0344  HISTORY     - Date     Condition        Report By
 QX0344  HISTORY     - 1959     MONUMENTED       CGS
 QX0344  HISTORY     - 1987     GOOD             NGS
 QX0344
 QX0344                          STATION DESCRIPTION
 QX0344
 QX0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0344'3.15 MI SE FROM ENNIS.
 QX0344'3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE HIGH SCHOOL AT
 QX0344'ENNIS, IN SECTION 14, T 6 S, R 1 W, 84 FEET WEST OF THE CENTER LINE OF
 QX0344'THE HIGHWAY, NEAR THE NORTH END OF A CURVE IN THE ROAD, ABOUT 0.15
 QX0344'MILE NORTH OF A HOUSE WITH LOG TYPE SIDING WHICH IS LOCATED ON THE
 QX0344'SOUTHWEST SIDE OF THE HIGHWAY, 2 FEET EAST OF A FENCE, 2.0 FEET NORTH
 QX0344'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY,
 QX0344'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 QX0344
 QX0344                          STATION RECOVERY (1987)
 QX0344
 QX0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0097 ***********************************************************************
 RU0097  DESIGNATION -  E 147
 RU0097  PID         -  RU0097
 RU0097  STATE/COUNTY-  MT/ROSEBUD
 RU0097  USGS QUAD   -  FORSYTH (1984)
 RU0097
 RU0097                         *CURRENT SURVEY CONTROL
 RU0097  ___________________________________________________________________
 RU0097* NAD 83(1986)-  46 15 25.     (N)    106 43 56.     (W)     SCALED    
 RU0097* NAVD 88     -       772.128  (meters)    2533.22   (feet)  ADJUSTED  
 RU0097  ___________________________________________________________________
 RU0097  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 RU0097  DYNAMIC HT  -         772.051 (meters)    2532.97  (feet)  COMP
 RU0097  MODELED GRAV-     980,488.9   (mgal)                       NAVD 88
 RU0097
 RU0097  VERT ORDER  -  FIRST     CLASS II
 RU0097
 RU0097.The horizontal coordinates were scaled from a topographic map and have
 RU0097.an estimated accuracy of +/- 6 seconds.
 RU0097
 RU0097.The orthometric height was determined by differential leveling
 RU0097.and adjusted by the National Geodetic Survey in June 1991..
 RU0097
 RU0097.The geoid height was determined by GEOID03.
 RU0097
 RU0097.The dynamic height is computed by dividing the NAVD 88
 RU0097.geopotential number by the normal gravity value computed on the
 RU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0097.degrees latitude (g = 980.6199 gals.).
 RU0097
 RU0097.The modeled gravity was interpolated from observed gravity values.
 RU0097
 RU0097;                    North         East    Units  Estimated Accuracy
 RU0097;SPC MT       -   226,790.      813,250.      MT  (+/- 180 meters Scaled)
 RU0097
 RU0097                          SUPERSEDED SURVEY CONTROL
 RU0097
 RU0097  NGVD 29 (??/??/92)  771.499  (m)         2531.16   (f) ADJ UNCH    1 2
 RU0097
 RU0097.Superseded values are not recommended for survey control.
 RU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0097.See file dsdata.txt to determine how the superseded data were derived.
 RU0097
 RU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM664240(NAD 83)
 RU0097_MARKER: DB = BENCH MARK DISK
 RU0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0097_SP_SET: BRIDGE ABUTMENT
 RU0097_STAMPING: E 147 1960
 RU0097_MARK LOGO: CGS   
 RU0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0097
 RU0097  HISTORY     - Date     Condition        Report By
 RU0097  HISTORY     - 1960     MONUMENTED       CGS
 RU0097  HISTORY     - 1981     GOOD             NGS
 RU0097
 RU0097                          STATION DESCRIPTION
 RU0097
 RU0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0097'2.7 MI W FROM FORSYTH.
 RU0097'ABOUT 2.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0097'STATION AT FORSYTH, 0.5 MILE EAST OF MILEPOST 126, IN SECTION 21, R 40
 RU0097'E, T 6 N, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 RU0097'ABUTMENT OF BRIDGE NUMBER 126 UNDER THE TRACK, 9 1/2 FEET NORTH OF THE
 RU0097'NORTH RAIL, 123 FEET NORTH AND ACROSS THE TRACK FROM THE CENTER LINE
 RU0097'OF THE HIGHWAY, AND ABOUT 3 FEET BELOW THE TRACK.
 RU0097
 RU0097                          STATION RECOVERY (1981)
 RU0097
 RU0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0051 ***********************************************************************
 RU0051  DESIGNATION -  E 148
 RU0051  PID         -  RU0051
 RU0051  STATE/COUNTY-  MT/ROSEBUD
 RU0051  USGS QUAD   -  ROSEBUD (1968)
 RU0051
 RU0051                         *CURRENT SURVEY CONTROL
 RU0051  ___________________________________________________________________
 RU0051* NAD 83(1986)-  46 16 51.     (N)    106 25 05.     (W)     SCALED    
 RU0051* NAVD 88     -       751.324  (meters)    2464.97   (feet)  ADJUSTED  
 RU0051  ___________________________________________________________________
 RU0051  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 RU0051  DYNAMIC HT  -         751.254 (meters)    2464.74  (feet)  COMP
 RU0051  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 RU0051
 RU0051  VERT ORDER  -  FIRST     CLASS II
 RU0051
 RU0051.The horizontal coordinates were scaled from a topographic map and have
 RU0051.an estimated accuracy of +/- 6 seconds.
 RU0051
 RU0051.The orthometric height was determined by differential leveling
 RU0051.and adjusted by the National Geodetic Survey in June 1991..
 RU0051
 RU0051.The geoid height was determined by GEOID03.
 RU0051
 RU0051.The dynamic height is computed by dividing the NAVD 88
 RU0051.geopotential number by the normal gravity value computed on the
 RU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0051.degrees latitude (g = 980.6199 gals.).
 RU0051
 RU0051.The modeled gravity was interpolated from observed gravity values.
 RU0051
 RU0051;                    North         East    Units  Estimated Accuracy
 RU0051;SPC MT       -   230,350.      837,340.      MT  (+/- 180 meters Scaled)
 RU0051
 RU0051                          SUPERSEDED SURVEY CONTROL
 RU0051
 RU0051  NGVD 29 (??/??/92)  750.721  (m)         2462.99   (f) ADJ UNCH    1 2
 RU0051
 RU0051.Superseded values are not recommended for survey control.
 RU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0051.See file dsdata.txt to determine how the superseded data were derived.
 RU0051
 RU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM907262(NAD 83)
 RU0051_MARKER: DB = BENCH MARK DISK
 RU0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0051_STAMPING: E 148 1960
 RU0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0051+STABILITY: SURFACE MOTION
 RU0051
 RU0051  HISTORY     - Date     Condition        Report By
 RU0051  HISTORY     - 1960     MONUMENTED       CGS
 RU0051
 RU0051                          STATION DESCRIPTION
 RU0051
 RU0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0051'1.25 MI NE FROM ROSEBUD.
 RU0051'ABOUT 1.25 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0051'STATION AT ROSEBUD, 0.1 MILE SOUTHWEST OF MILEPOST 110, IN SECTION 12,
 RU0051'R 42 E, T 6 N, 63 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 60 FEET EAST
 RU0051'OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A FENCE, 1.5 FEET SOUTHEAST
 RU0051'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK, AND IN THE TOP
 RU0051'OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0075 ***********************************************************************
 RU0075  DESIGNATION -  E 149
 RU0075  PID         -  RU0075
 RU0075  STATE/COUNTY-  MT/CUSTER
 RU0075  USGS QUAD   -  HORTON (1980)
 RU0075
 RU0075                         *CURRENT SURVEY CONTROL
 RU0075  ___________________________________________________________________
 RU0075* NAD 83(1986)-  46 20 52.     (N)    106 02 20.     (W)     SCALED    
 RU0075* NAVD 88     -       733.206  (meters)    2405.53   (feet)  ADJUSTED  
 RU0075  ___________________________________________________________________
 RU0075  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 RU0075  DYNAMIC HT  -         733.142 (meters)    2405.32  (feet)  COMP
 RU0075  MODELED GRAV-     980,503.2   (mgal)                       NAVD 88
 RU0075
 RU0075  VERT ORDER  -  FIRST     CLASS II
 RU0075
 RU0075.The horizontal coordinates were scaled from a topographic map and have
 RU0075.an estimated accuracy of +/- 6 seconds.
 RU0075
 RU0075.The orthometric height was determined by differential leveling
 RU0075.and adjusted by the National Geodetic Survey in June 1991..
 RU0075
 RU0075.The geoid height was determined by GEOID03.
 RU0075
 RU0075.The dynamic height is computed by dividing the NAVD 88
 RU0075.geopotential number by the normal gravity value computed on the
 RU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0075.degrees latitude (g = 980.6199 gals.).
 RU0075
 RU0075.The modeled gravity was interpolated from observed gravity values.
 RU0075
 RU0075;                    North         East    Units  Estimated Accuracy
 RU0075;SPC MT       -   239,000.      866,190.      MT  (+/- 180 meters Scaled)
 RU0075
 RU0075                          SUPERSEDED SURVEY CONTROL
 RU0075
 RU0075  NGVD 29 (??/??/92)  732.605  (m)         2403.55   (f) ADJ UNCH    1 2
 RU0075
 RU0075.Superseded values are not recommended for survey control.
 RU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0075.See file dsdata.txt to determine how the superseded data were derived.
 RU0075
 RU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM200332(NAD 83)
 RU0075_MARKER: DB = BENCH MARK DISK
 RU0075_SETTING: 66 = SET IN ROCK OUTCROP
 RU0075_SP_SET: ROCK OUTCROP
 RU0075_STAMPING: E 149 1960
 RU0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0075+STABILITY: POSITION/ELEVATION WELL
 RU0075
 RU0075  HISTORY     - Date     Condition        Report By
 RU0075  HISTORY     - 1960     MONUMENTED       CGS
 RU0075
 RU0075                          STATION DESCRIPTION
 RU0075
 RU0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0075'10.8 MI SW FROM MILES CITY.
 RU0075'ABOUT 10.8 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0075'STATION AT MILES CITY, 0.35 MILE SOUTHWEST OF MILEPOST 89, AT THE
 RU0075'SOUTHWEST END OF A STEEP BANK, IN SECTION 24, T 7 N, R 45 E, SET IN
 RU0075'THE TOP OF A SANDSTONE OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND,
 RU0075'16 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8 FEET SOUTH OF THE SOUTHWEST
 RU0075'END OF A ROCK SLIDE FENCE, 7 1/2 FEET EAST OF A CONCRETE CONTROL BOX
 RU0075'FOR THE ROCK SLIDE FENCE, 30 FEET NORTHWEST OF A FENCE, AND ABOUT 1
 RU0075'1/2 FEET ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0203 ***********************************************************************
 SU0203  DESIGNATION -  E 15
 SU0203  PID         -  SU0203
 SU0203  STATE/COUNTY-  MT/MINERAL
 SU0203  USGS QUAD   -  SUPERIOR (1985)
 SU0203
 SU0203                         *CURRENT SURVEY CONTROL
 SU0203  ___________________________________________________________________
 SU0203* NAD 83(1986)-  47 13 42.     (N)    114 58 32.     (W)     SCALED    
 SU0203* NAVD 88     -       833.134  (meters)    2733.37   (feet)  ADJUSTED  
 SU0203  ___________________________________________________________________
 SU0203  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 SU0203  DYNAMIC HT  -         833.067 (meters)    2733.15  (feet)  COMP
 SU0203  MODELED GRAV-     980,504.9   (mgal)                       NAVD 88
 SU0203
 SU0203  VERT ORDER  -  FIRST     CLASS II
 SU0203
 SU0203.The horizontal coordinates were scaled from a topographic map and have
 SU0203.an estimated accuracy of +/- 6 seconds.
 SU0203
 SU0203.The orthometric height was determined by differential leveling
 SU0203.and adjusted by the National Geodetic Survey in June 1991..
 SU0203
 SU0203.The geoid height was determined by GEOID03.
 SU0203
 SU0203.The dynamic height is computed by dividing the NAVD 88
 SU0203.geopotential number by the normal gravity value computed on the
 SU0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0203.degrees latitude (g = 980.6199 gals.).
 SU0203
 SU0203.The modeled gravity was interpolated from observed gravity values.
 SU0203
 SU0203;                    North         East    Units  Estimated Accuracy
 SU0203;SPC MT       -   345,430.      185,920.      MT  (+/- 180 meters Scaled)
 SU0203
 SU0203                          SUPERSEDED SURVEY CONTROL
 SU0203
 SU0203  NGVD 29 (??/??/92)  832.007  (m)         2729.68   (f) ADJ UNCH    1 2
 SU0203
 SU0203.Superseded values are not recommended for survey control.
 SU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0203.See file dsdata.txt to determine how the superseded data were derived.
 SU0203
 SU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN532325(NAD 83)
 SU0203_MARKER: DB = BENCH MARK DISK
 SU0203_SETTING: 80 = SET IN A BOULDER
 SU0203_SP_SET: BOULDER
 SU0203_STAMPING: E 15 1914
 SU0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0203+STABILITY: SURFACE MOTION
 SU0203
 SU0203  HISTORY     - Date     Condition        Report By
 SU0203  HISTORY     - 1914     MONUMENTED       CGS
 SU0203  HISTORY     - 1944     POOR             NGS
 SU0203
 SU0203                          STATION DESCRIPTION
 SU0203
 SU0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0203'5.2 MI NW FROM SUPERIOR.
 SU0203'5.2 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0203'STATION AT SUPERIOR, SET AT SPRING GULCH SIDING, ON THE SOUTHWEST SIDE
 SU0203'OF A SMALL LEDGE ON BOULDER, 45 FEET NORTHEAST OF NORTHEAST RAIL OF
 SU0203'MAIN TRACK, 40 FEET SOUTHWEST OF CENTER-LINE OF ROAD PARALLELING
 SU0203'TRACK, 25 FEET NORTHWEST OF THE SECOND POLE SOUTHEAST OF SIDEING SIGN.
 SU0203'BRONZE BENCH MARK DISK, 3 FEET SOUTHEAST OF REFERENCE POST. STAMPED E
 SU0203'15 1914.  NOTE-- THE BOULDER IS LAYING ON TOP OF THE GROUND AND EASLY
 SU0203'MOVED.  BENCH MARK DISK WILL NOT HOLD AN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0338 ***********************************************************************
 RT0338  DESIGNATION -  E 150
 RT0338  PID         -  RT0338
 RT0338  STATE/COUNTY-  MT/CUSTER
 RT0338  USGS QUAD   -  SHIRLEY (1969)
 RT0338
 RT0338                         *CURRENT SURVEY CONTROL
 RT0338  ___________________________________________________________________
 RT0338* NAD 83(1986)-  46 33 44.     (N)    105 36 30.     (W)     SCALED    
 RT0338* NAVD 88     -       707.626  (meters)    2321.60   (feet)  ADJUSTED  
 RT0338  ___________________________________________________________________
 RT0338  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RT0338  DYNAMIC HT  -         707.592 (meters)    2321.49  (feet)  COMP
 RT0338  MODELED GRAV-     980,543.4   (mgal)                       NAVD 88
 RT0338
 RT0338  VERT ORDER  -  FIRST     CLASS II
 RT0338
 RT0338.The horizontal coordinates were scaled from a topographic map and have
 RT0338.an estimated accuracy of +/- 6 seconds.
 RT0338
 RT0338.The orthometric height was determined by differential leveling
 RT0338.and adjusted by the National Geodetic Survey in June 1991..
 RT0338
 RT0338.The geoid height was determined by GEOID03.
 RT0338
 RT0338.The dynamic height is computed by dividing the NAVD 88
 RT0338.geopotential number by the normal gravity value computed on the
 RT0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0338.degrees latitude (g = 980.6199 gals.).
 RT0338
 RT0338.The modeled gravity was interpolated from observed gravity values.
 RT0338
 RT0338;                    North         East    Units  Estimated Accuracy
 RT0338;SPC MT       -   264,350.      898,100.      MT  (+/- 180 meters Scaled)
 RT0338
 RT0338                          SUPERSEDED SURVEY CONTROL
 RT0338
 RT0338  NGVD 29 (??/??/92)  707.085  (m)         2319.83   (f) ADJ UNCH    1 2
 RT0338
 RT0338.Superseded values are not recommended for survey control.
 RT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0338.See file dsdata.txt to determine how the superseded data were derived.
 RT0338
 RT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM533566(NAD 83)
 RT0338_MARKER: DB = BENCH MARK DISK
 RT0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0338_STAMPING: E 150 1960
 RT0338_MARK LOGO: CGS   
 RT0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0338+STABILITY: SURFACE MOTION
 RT0338
 RT0338  HISTORY     - Date     Condition        Report By
 RT0338  HISTORY     - 1960     MONUMENTED       CGS
 RT0338  HISTORY     - 1981     GOOD             NGS
 RT0338
 RT0338                          STATION DESCRIPTION
 RT0338
 RT0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0338'16.45 MI NE FROM MILES CITY.
 RT0338'ABOUT 16.45 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RT0338'THE STATION AT MILES CITY, 4 1/2 POLES SOUTHWEST OF MILEPOST 62, NEAR
 RT0338'THE SOUTHWEST END OF A CUT, IN SECTION 6, T 9 N, R 49 E, 125 FEET
 RT0338'SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHWEST OF A FENCE, 1.5 FEET
 RT0338'SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE TRACK, AND
 RT0338'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 RT0338
 RT0338                          STATION RECOVERY (1981)
 RT0338
 RT0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0171 ***********************************************************************
 SQ0171  DESIGNATION -  E 151
 SQ0171  PID         -  SQ0171
 SQ0171  STATE/COUNTY-  MT/GARFIELD
 SQ0171  USGS QUAD   -  COHAGEN NE (1965)
 SQ0171
 SQ0171                         *CURRENT SURVEY CONTROL
 SQ0171  ___________________________________________________________________
 SQ0171* NAD 83(1986)-  47 08 58.     (N)    106 36 49.     (W)     SCALED    
 SQ0171* NAVD 88     -       896.912  (meters)    2942.62   (feet)  ADJUSTED  
 SQ0171  ___________________________________________________________________
 SQ0171  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 SQ0171  DYNAMIC HT  -         896.891 (meters)    2942.55  (feet)  COMP
 SQ0171  MODELED GRAV-     980,559.5   (mgal)                       NAVD 88
 SQ0171
 SQ0171  VERT ORDER  -  SECOND    CLASS 0
 SQ0171
 SQ0171.The horizontal coordinates were scaled from a topographic map and have
 SQ0171.an estimated accuracy of +/- 6 seconds.
 SQ0171
 SQ0171.The orthometric height was determined by differential leveling
 SQ0171.and adjusted by the National Geodetic Survey in June 1991..
 SQ0171
 SQ0171.The geoid height was determined by GEOID03.
 SQ0171
 SQ0171.The dynamic height is computed by dividing the NAVD 88
 SQ0171.geopotential number by the normal gravity value computed on the
 SQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0171.degrees latitude (g = 980.6199 gals.).
 SQ0171
 SQ0171.The modeled gravity was interpolated from observed gravity values.
 SQ0171
 SQ0171;                    North         East    Units  Estimated Accuracy
 SQ0171;SPC MT       -   326,210.      818,730.      MT  (+/- 180 meters Scaled)
 SQ0171
 SQ0171                          SUPERSEDED SURVEY CONTROL
 SQ0171
 SQ0171  NGVD 29 (??/??/92)  896.228  (m)         2940.37   (f) ADJ UNCH    2 0
 SQ0171
 SQ0171.Superseded values are not recommended for survey control.
 SQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0171.See file dsdata.txt to determine how the superseded data were derived.
 SQ0171
 SQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN776230(NAD 83)
 SQ0171_MARKER: DB = BENCH MARK DISK
 SQ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0171_STAMPING: E 151 1960
 SQ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0171+STABILITY: SURFACE MOTION
 SQ0171
 SQ0171  HISTORY     - Date     Condition        Report By
 SQ0171  HISTORY     - 1960     MONUMENTED       CGS
 SQ0171
 SQ0171                          STATION DESCRIPTION
 SQ0171
 SQ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0171'12.65 MI N FROM COHAGEN.
 SQ0171'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0171'COHAGEN, THENCE 4.4 MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION
 SQ0171'12, T 16 N, R 40 E, 70 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26
 SQ0171'FEET EAST OF THE EXTENDED CENTER LINE OF A GRADED DIRT ROAD LEADING
 SQ0171'SOUTH, 135 FEET NORTHEAST OF AND ACROSS THE ROAD FROM TELEPHONE POLE
 SQ0171'5E-70, 32 FEET EAST OF THE CENTER LINE OF A TRACK ROAD AND A GATE, 2
 SQ0171'1/2 FEET SOUTHWEST OF A FENCE CORNER POST, 1.3 FEET NORTH OF A METAL
 SQ0171'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD, AND IN THE TOP OF A
 SQ0171'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0176 ***********************************************************************
 RT0176  DESIGNATION -  E 153
 RT0176  PID         -  RT0176
 RT0176  STATE/COUNTY-  MT/PRAIRIE
 RT0176  USGS QUAD   -  FALLON SW (1983)
 RT0176
 RT0176                         *CURRENT SURVEY CONTROL
 RT0176  ___________________________________________________________________
 RT0176* NAD 83(1986)-  46 49 30.     (N)    105 09 57.     (W)     SCALED    
 RT0176* NAVD 88     -       663.321  (meters)    2176.25   (feet)  ADJUSTED  
 RT0176  ___________________________________________________________________
 RT0176  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 RT0176  DYNAMIC HT  -         663.312 (meters)    2176.22  (feet)  COMP
 RT0176  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 RT0176
 RT0176  VERT ORDER  -  FIRST     CLASS II
 RT0176
 RT0176.The horizontal coordinates were scaled from a topographic map and have
 RT0176.an estimated accuracy of +/- 6 seconds.
 RT0176
 RT0176.The orthometric height was determined by differential leveling
 RT0176.and adjusted by the National Geodetic Survey in June 1991..
 RT0176.WARNING-Repeat measurements at this control monument indicate possible
 RT0176.vertical movement.
 RT0176
 RT0176.The geoid height was determined by GEOID03.
 RT0176
 RT0176.The dynamic height is computed by dividing the NAVD 88
 RT0176.geopotential number by the normal gravity value computed on the
 RT0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0176.degrees latitude (g = 980.6199 gals.).
 RT0176
 RT0176.The modeled gravity was interpolated from observed gravity values.
 RT0176
 RT0176;                    North         East    Units  Estimated Accuracy
 RT0176;SPC MT       -   295,280.      930,350.      MT  (+/- 180 meters Scaled)
 RT0176
 RT0176                          SUPERSEDED SURVEY CONTROL
 RT0176
 RT0176  NGVD 29 (??/??/92)  662.796  (m)         2174.52   (f) ADJ UNCH    1 2
 RT0176
 RT0176.Superseded values are not recommended for survey control.
 RT0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0176.See file dsdata.txt to determine how the superseded data were derived.
 RT0176
 RT0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM873857(NAD 83)
 RT0176_MARKER: DB = BENCH MARK DISK
 RT0176_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RT0176_SP_SET: 25.5 FT.
 RT0176_STAMPING: E 153 1960
 RT0176_MARK LOGO: CGS   
 RT0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0176
 RT0176  HISTORY     - Date     Condition        Report By
 RT0176  HISTORY     - 1960     MONUMENTED       CGS
 RT0176  HISTORY     - 1981     GOOD             NGS
 RT0176
 RT0176                          STATION DESCRIPTION
 RT0176
 RT0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0176'2.2 MI W FROM FALLON.
 RT0176'2.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0176'FALLON, 10 POLES EAST OF MILEPOST 32, IN SECTION 3, R 52 E, T 12 N, 62
 RT0176'FEET SOUTH OF THE SOUTH RAIL, 106 FEET NORTH OF THE CENTER LINE OF
 RT0176'U.S. HIGHWAY 10, 8 FEET SOUTH OF A TELEPHONE POLE, 7 FEET NORTH OF A
 RT0176'FENCE, 1.1 FEET WEST OF A METAL WITNESS POST, ABOUT 15 FEET BELOW THE
 RT0176'TRACK, AND ON THE TOP OF A 5/8-INCH COPPERCOATED STEEL ROD THAT IS
 RT0176'DRIVEN TO A DEPTH OF 25 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 RT0176'PROJECTS 2 INCHES.
 RT0176
 RT0176                          STATION RECOVERY (1981)
 RT0176
 RT0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0050 ***********************************************************************
 QX0050  DESIGNATION -  E 155
 QX0050  PID         -  QX0050
 QX0050  STATE/COUNTY-  MT/PARK
 QX0050  USGS QUAD   -  DEXTER POINT (1988)
 QX0050
 QX0050                         *CURRENT SURVEY CONTROL
 QX0050  ___________________________________________________________________
 QX0050* NAD 83(1986)-  45 29 47.     (N)    110 37 09.     (W)     SCALED    
 QX0050* NAVD 88     -      1447.699  (meters)    4749.66   (feet)  ADJUSTED  
 QX0050  ___________________________________________________________________
 QX0050  GEOID HEIGHT-          -9.77  (meters)                     GEOID03
 QX0050  DYNAMIC HT  -        1447.171 (meters)    4747.93  (feet)  COMP
 QX0050  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 QX0050
 QX0050  VERT ORDER  -  FIRST     CLASS II
 QX0050
 QX0050.The horizontal coordinates were scaled from a topographic map and have
 QX0050.an estimated accuracy of +/- 6 seconds.
 QX0050
 QX0050.The orthometric height was determined by differential leveling
 QX0050.and adjusted by the National Geodetic Survey in June 1991..
 QX0050
 QX0050.The geoid height was determined by GEOID03.
 QX0050
 QX0050.The dynamic height is computed by dividing the NAVD 88
 QX0050.geopotential number by the normal gravity value computed on the
 QX0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0050.degrees latitude (g = 980.6199 gals.).
 QX0050
 QX0050.The modeled gravity was interpolated from observed gravity values.
 QX0050
 QX0050;                    North         East    Units  Estimated Accuracy
 QX0050;SPC MT       -   139,150.      512,550.      MT  (+/- 180 meters Scaled)
 QX0050
 QX0050                          SUPERSEDED SURVEY CONTROL
 QX0050
 QX0050  NGVD 29 (08/20/92) 1446.540  (m)         4745.86   (f) ADJUSTED    1 2
 QX0050
 QX0050.Superseded values are not recommended for survey control.
 QX0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0050.See file dsdata.txt to determine how the superseded data were derived.
 QX0050
 QX0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR297381(NAD 83)
 QX0050_MARKER: DB = BENCH MARK DISK
 QX0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0050_SP_SET: CULVERT
 QX0050_STAMPING: E 155 1960
 QX0050_MARK LOGO: CGS   
 QX0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0050
 QX0050  HISTORY     - Date     Condition        Report By
 QX0050  HISTORY     - 1960     MONUMENTED       CGS
 QX0050  HISTORY     - 1983     GOOD             NGS
 QX0050
 QX0050                          STATION DESCRIPTION
 QX0050
 QX0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0050'11.05 MI NE FROM EMIGRANT.
 QX0050'ABOUT 11.05 MILES NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN
 QX0050'PACIFIC RAILWAY FROM THE POST OFFICE AT EMIGRANT, IN SECTION 9, T 4 S,
 QX0050'R 9 E, 29 FEET SOUTH OF MILEPOST 12, IN THE TOP OF THE NORTH END OF
 QX0050'THE WEST CONCRETE HEADWALL OF A DOUBLE CHANNEL CULVERT, 10 FEET WEST
 QX0050'OF THE WEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 QX0050
 QX0050                          STATION RECOVERY (1983)
 QX0050
 QX0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0050'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  17.3 KM (10.75
 QX0050'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0050'HIGHWAY 90 IN LIVINGSTON, IN TOP OF THE NORTH END OF THE WEST CONCRETE
 QX0050'HEADWALL OF A CONCRETE CULVERT, 33.2 METERS (108.9 FT) WEST OF THE
 QX0050'CENTERLINE OF THE HIGHWAY, AND 3.5 METERS (11.5 FT) WEST OF THE CENTER
 QX0050'OF THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0066 ***********************************************************************
 SP0066  DESIGNATION -  E 156
 SP0066  PID         -  SP0066
 SP0066  STATE/COUNTY-  MT/DAWSON
 SP0066  USGS QUAD   -  GLENDIVE (1967)
 SP0066
 SP0066                         *CURRENT SURVEY CONTROL
 SP0066  ___________________________________________________________________
 SP0066* NAD 83(1986)-  47 05 42.     (N)    104 37 51.     (W)     SCALED    
 SP0066* NAVD 88     -       647.591  (meters)    2124.64   (feet)  ADJUSTED  
 SP0066  ___________________________________________________________________
 SP0066  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 SP0066  DYNAMIC HT  -         647.608 (meters)    2124.69  (feet)  COMP
 SP0066  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 SP0066
 SP0066  VERT ORDER  -  FIRST     CLASS II
 SP0066
 SP0066.The horizontal coordinates were scaled from a topographic map and have
 SP0066.an estimated accuracy of +/- 6 seconds.
 SP0066
 SP0066.The orthometric height was determined by differential leveling
 SP0066.and adjusted by the National Geodetic Survey in June 1991..
 SP0066
 SP0066.The geoid height was determined by GEOID03.
 SP0066
 SP0066.The dynamic height is computed by dividing the NAVD 88
 SP0066.geopotential number by the normal gravity value computed on the
 SP0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0066.degrees latitude (g = 980.6199 gals.).
 SP0066
 SP0066.The modeled gravity was interpolated from observed gravity values.
 SP0066
 SP0066;                    North         East    Units  Estimated Accuracy
 SP0066;SPC MT       -   327,610.      969,210.      MT  (+/- 180 meters Scaled)
 SP0066
 SP0066                          SUPERSEDED SURVEY CONTROL
 SP0066
 SP0066  NGVD 29 (??/??/92)  647.041  (m)         2122.83   (f) ADJ UNCH    1 2
 SP0066
 SP0066.Superseded values are not recommended for survey control.
 SP0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0066.See file dsdata.txt to determine how the superseded data were derived.
 SP0066
 SP0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN280157(NAD 83)
 SP0066_MARKER: DB = BENCH MARK DISK
 SP0066_SETTING: 66 = SET IN ROCK OUTCROP
 SP0066_SP_SET: OUTCROP
 SP0066_STAMPING: E 156 1960
 SP0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SP0066+STABILITY: POSITION/ELEVATION WELL
 SP0066
 SP0066  HISTORY     - Date     Condition        Report By
 SP0066  HISTORY     - 1960     MONUMENTED       CGS
 SP0066  HISTORY     - 1982     MARK NOT FOUND   NGS
 SP0066
 SP0066                          STATION DESCRIPTION
 SP0066
 SP0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SP0066'5.25 MI E FROM GLENDIVE.
 SP0066'5.25 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SP0066'GLENDIVE, 17 POLES SOUTHEAST OF MILEPOST 211, IN SECTION 33, R 56 E, T
 SP0066'16 N, SET IN THE TOP OF A ROCK OUTCROP AT THE FOOT OF THE NORTHEAST
 SP0066'SLOPE OF A SMALL CLIFF, AT THE SOUTHEAST END OF THE CLIFF, 43 FEET
 SP0066'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 34 FEET NORTHEAST
 SP0066'OF A TELEPHONE POLE, AND ABOUT 1 FOOT BELOW THE TRACK.
 SP0066
 SP0066                          STATION RECOVERY (1982)
 SP0066
 SP0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SP0066'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0285 ***********************************************************************
 SP0285  DESIGNATION -  E 157
 SP0285  PID         -  SP0285
 SP0285  STATE/COUNTY-  MT/RICHLAND
 SP0285  USGS QUAD   -  SAVAGE (1974)
 SP0285
 SP0285                         *CURRENT SURVEY CONTROL
 SP0285  ___________________________________________________________________
 SP0285* NAD 83(1986)-  47 27 55.     (N)    104 19 57.     (W)     SCALED    
 SP0285* NAVD 88     -       594.443  (meters)    1950.27   (feet)  ADJUSTED  
 SP0285  ___________________________________________________________________
 SP0285  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 SP0285  DYNAMIC HT  -         594.491 (meters)    1950.43  (feet)  COMP
 SP0285  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 SP0285
 SP0285  VERT ORDER  -  FIRST     CLASS II
 SP0285
 SP0285.The horizontal coordinates were scaled from a topographic map and have
 SP0285.an estimated accuracy of +/- 6 seconds.
 SP0285
 SP0285.The orthometric height was determined by differential leveling
 SP0285.and adjusted by the National Geodetic Survey in June 1991..
 SP0285
 SP0285.The geoid height was determined by GEOID03.
 SP0285
 SP0285.The dynamic height is computed by dividing the NAVD 88
 SP0285.geopotential number by the normal gravity value computed on the
 SP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0285.degrees latitude (g = 980.6199 gals.).
 SP0285
 SP0285.The modeled gravity was interpolated from observed gravity values.
 SP0285
 SP0285;                    North         East    Units  Estimated Accuracy
 SP0285;SPC MT       -   370,110.      989,090.      MT  (+/- 180 meters Scaled)
 SP0285
 SP0285                          SUPERSEDED SURVEY CONTROL
 SP0285
 SP0285.No superseded survey control is available for this station.
 SP0285
 SP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN503570(NAD 83)
 SP0285_MARKER: DB = BENCH MARK DISK
 SP0285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SP0285_SP_SET: IRRIGATION HEADWALL
 SP0285_STAMPING: E 157 1960
 SP0285_MARK LOGO: CGS   
 SP0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0285+STABILITY: SURFACE MOTION
 SP0285
 SP0285  HISTORY     - Date     Condition        Report By
 SP0285  HISTORY     - 1960     MONUMENTED       CGS
 SP0285  HISTORY     - 1981     GOOD             NGS
 SP0285
 SP0285                          STATION DESCRIPTION
 SP0285
 SP0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0285'1.6 KM (1.0 MI) NE FROM SAVAGE.
 SP0285'0.5 KM (0.3 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0285'SAVAGE, THENCE 1.6 KM (1.0 MI) NORTHEASTERLY ALONG THE BURLINGTON
 SP0285'NORTHERN RAILROAD, IN THE TOP CENTER OF THE WEST CONCRETE HEADWALL OF
 SP0285'A CULVERT FOR AN IRRIGATION DITCH, 43.9 METERS (144.0 FT) WEST OF THE
 SP0285'NEAR RAIL AND 6.1 METERS (20.0 FT) WEST OF THE CENTER OF A ROAD
 SP0285'PARALLELING THE TRACK.
 SP0285'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0262 ***********************************************************************
 QX0262  DESIGNATION -  E 160
 QX0262  PID         -  QX0262
 QX0262  STATE/COUNTY-  MT/GALLATIN
 QX0262  USGS QUAD   -  GALLATIN GATEWAY (1987)
 QX0262
 QX0262                         *CURRENT SURVEY CONTROL
 QX0262  ___________________________________________________________________
 QX0262* NAD 83(1986)-  45 32 21.     (N)    111 14 29.     (W)     SCALED    
 QX0262* NAVD 88     -      1552.706  (meters)    5094.17   (feet)  ADJUSTED  
 QX0262  ___________________________________________________________________
 QX0262  GEOID HEIGHT-         -10.27  (meters)                     GEOID03
 QX0262  DYNAMIC HT  -        1552.108 (meters)    5092.21  (feet)  COMP
 QX0262  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 QX0262
 QX0262  VERT ORDER  -  FIRST     CLASS II
 QX0262
 QX0262.The horizontal coordinates were scaled from a topographic map and have
 QX0262.an estimated accuracy of +/- 6 seconds.
 QX0262
 QX0262.The orthometric height was determined by differential leveling
 QX0262.and adjusted by the National Geodetic Survey in June 1991..
 QX0262
 QX0262.The geoid height was determined by GEOID03.
 QX0262
 QX0262.The dynamic height is computed by dividing the NAVD 88
 QX0262.geopotential number by the normal gravity value computed on the
 QX0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0262.degrees latitude (g = 980.6199 gals.).
 QX0262
 QX0262.The modeled gravity was interpolated from observed gravity values.
 QX0262
 QX0262;                    North         East    Units  Estimated Accuracy
 QX0262;SPC MT       -   144,790.      464,040.      MT  (+/- 180 meters Scaled)
 QX0262
 QX0262                          SUPERSEDED SURVEY CONTROL
 QX0262
 QX0262  NGVD 29 (??/??/92) 1551.439  (m)         5090.01   (f) ADJ UNCH    1 2
 QX0262
 QX0262.Superseded values are not recommended for survey control.
 QX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0262.See file dsdata.txt to determine how the superseded data were derived.
 QX0262
 QX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR811428(NAD 83)
 QX0262_MARKER: DB = BENCH MARK DISK
 QX0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0262_SP_SET: CULVERT
 QX0262_STAMPING: E 160 1960
 QX0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0262
 QX0262  HISTORY     - Date     Condition        Report By
 QX0262  HISTORY     - 1960     MONUMENTED       CGS
 QX0262
 QX0262                          STATION DESCRIPTION
 QX0262
 QX0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0262'4.95 MI SW FROM GALLATIN GATEWAY.
 QX0262'ABOUT 4.95 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 QX0262'GALLATIN GATEWAY, IN SECTION 33, T 3 S, R 4 E, 12 FEET WEST OF THE
 QX0262'CENTER LINE OF THE ROAD, IN THE TOP OF THE NORTH END OF THE WEST
 QX0262'CONCRETE HEADWALL OF A CULVERT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0303 ***********************************************************************
 QX0303  DESIGNATION -  E 161
 QX0303  PID         -  QX0303
 QX0303  STATE/COUNTY-  MT/GALLATIN
 QX0303  USGS QUAD   -  LONE INDIAN PEAK (1986)
 QX0303
 QX0303                         *CURRENT SURVEY CONTROL
 QX0303  ___________________________________________________________________
 QX0303* NAD 83(1986)-  45 08 37.     (N)    111 14 36.     (W)     SCALED    
 QX0303* NAVD 88     -      1931.614  (meters)    6337.30   (feet)  ADJUSTED  
 QX0303  ___________________________________________________________________
 QX0303  GEOID HEIGHT-          -8.83  (meters)                     GEOID03
 QX0303  DYNAMIC HT  -        1930.604 (meters)    6333.99  (feet)  COMP
 QX0303  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 QX0303
 QX0303  VERT ORDER  -  FIRST     CLASS II
 QX0303
 QX0303.The horizontal coordinates were scaled from a topographic map and have
 QX0303.an estimated accuracy of +/- 6 seconds.
 QX0303
 QX0303.The orthometric height was determined by differential leveling
 QX0303.and adjusted by the National Geodetic Survey in June 1991..
 QX0303
 QX0303.The geoid height was determined by GEOID03.
 QX0303
 QX0303.The dynamic height is computed by dividing the NAVD 88
 QX0303.geopotential number by the normal gravity value computed on the
 QX0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0303.degrees latitude (g = 980.6199 gals.).
 QX0303
 QX0303.The modeled gravity was interpolated from observed gravity values.
 QX0303
 QX0303;                    North         East    Units  Estimated Accuracy
 QX0303;SPC MT       -   100,850.      462,910.      MT  (+/- 180 meters Scaled)
 QX0303
 QX0303                          SUPERSEDED SURVEY CONTROL
 QX0303
 QX0303  NGVD 29 (??/??/92) 1930.093  (m)         6332.31   (f) ADJ UNCH    1 2
 QX0303
 QX0303.Superseded values are not recommended for survey control.
 QX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0303.See file dsdata.txt to determine how the superseded data were derived.
 QX0303
 QX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ808989(NAD 83)
 QX0303_MARKER: DB = BENCH MARK DISK
 QX0303_SETTING: 80 = SET IN A BOULDER
 QX0303_SP_SET: BOULDER
 QX0303_STAMPING: E 161 1960
 QX0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0303+STABILITY: SURFACE MOTION
 QX0303
 QX0303  HISTORY     - Date     Condition        Report By
 QX0303  HISTORY     - 1960     MONUMENTED       CGS
 QX0303
 QX0303                          STATION DESCRIPTION
 QX0303
 QX0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0303'3.2 MI N FROM 320 RANCH.
 QX0303'ABOUT 3.2 MILES NORTH ALONG THE U.S. HIGHWAY 191 FROM THE ENTRANCE TO
 QX0303'THE 320 RANCH, FORMERLY ELDRIDGE, NEAR THE CENTER OF A SMALL CLEARING
 QX0303'BETWEEN THE HIGHWAY AND THE RIVER, SET IN THE TOP OF A LARGE BOULDER
 QX0303'WHICH PROJECTS 6 FEET ABOVE THE GROUND, IN SECTION 16, R 4 E, T 8 S,
 QX0303'106 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 75 FEET
 QX0303'SOUTHWEST OF THE SOUTHWEST BANK OF GALLATIN RIVER, AND ABOUT LEVEL
 QX0303'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0108 ***********************************************************************
 QX0108  DESIGNATION -  E 162
 QX0108  PID         -  QX0108
 QX0108  STATE/COUNTY-  MT/PARK
 QX0108  USGS QUAD   -  GARDINER (1986)
 QX0108
 QX0108                         *CURRENT SURVEY CONTROL
 QX0108  ___________________________________________________________________
 QX0108* NAD 83(1986)-  45 02 11.     (N)    110 42 51.     (W)     SCALED    
 QX0108* NAVD 88     -      1610.165  (meters)    5282.68   (feet)  POSTED    
 QX0108  ___________________________________________________________________
 QX0108  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 QX0108  DYNAMIC HT  -        1609.390 (meters)    5280.14  (feet)  COMP
 QX0108  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 QX0108
 QX0108  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QX0108
 QX0108.The horizontal coordinates were scaled from a topographic map and have
 QX0108.an estimated accuracy of +/- 6 seconds.
 QX0108
 QX0108.The orthometric height was determined by differential leveling
 QX0108.and adjusted by the National Geodetic Survey in 1992..
 QX0108.No vertical observational check was made to the station.
 QX0108.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QX0108.was located on a no-check spur therefore a value was not computed.
 QX0108
 QX0108.The geoid height was determined by GEOID03.
 QX0108
 QX0108.The dynamic height is computed by dividing the NAVD 88
 QX0108.geopotential number by the normal gravity value computed on the
 QX0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0108.degrees latitude (g = 980.6199 gals.).
 QX0108
 QX0108.The modeled gravity was interpolated from observed gravity values.
 QX0108
 QX0108;                    North         East    Units  Estimated Accuracy
 QX0108;SPC MT       -    88,150.      504,330.      MT  (+/- 180 meters Scaled)
 QX0108
 QX0108                          SUPERSEDED SURVEY CONTROL
 QX0108
 QX0108  NGVD 29 (??/??/92) 1608.879  (m)         5278.46   (f) ADJ UNCH    1 2
 QX0108
 QX0108.Superseded values are not recommended for survey control.
 QX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0108.See file dsdata.txt to determine how the superseded data were derived.
 QX0108
 QX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ225870(NAD 83)
 QX0108_MARKER: DB = BENCH MARK DISK
 QX0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0108_SP_SET: FOUNDATION
 QX0108_STAMPING: E 162 1960
 QX0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0108
 QX0108  HISTORY     - Date     Condition        Report By
 QX0108  HISTORY     - 1960     MONUMENTED       CGS
 QX0108  HISTORY     - 1980     MARK NOT FOUND   USGS
 QX0108  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0108
 QX0108                          STATION DESCRIPTION
 QX0108
 QX0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0108'0.9 MI NW FROM GARDINER.
 QX0108'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE NORTHERN PACIFIC
 QX0108'RAILWAY STATION AT GARDINER, THENCE 0.65 MILE NORTHWEST ALONG U.S.
 QX0108'HIGHWAY 89, IN SECTION 23, T 9 S, R 8 E, 34 FEET NORTH OF THE CENTER
 QX0108'LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE
 QX0108'FLAGPOLE FOUNDATION WHICH IS AT THE MONTANA HIGHWAY DEPARTMENT
 QX0108'INFORMATION BUILDING, 20 1/2 FEET WEST OF THE SOUTHWEST CORNER OF THE
 QX0108'BUILDING, 26 FEET NORTHEAST OF A POWER POLE, NORTH AND ACROSS THE
 QX0108'HIGHWAY FROM THE JIM BRIDGER COURTS, ABOUT LEVEL WITH THE HIGHWAY, AND
 QX0108'FLUSH WITH THE GROUND.
 QX0108
 QX0108                          STATION RECOVERY (1980)
 QX0108
 QX0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QX0108'MARK NOT FOUND.
 QX0108
 QX0108                          STATION RECOVERY (1983)
 QX0108
 QX0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0216 ***********************************************************************
 SP0216  DESIGNATION -  E 163
 SP0216  PID         -  SP0216
 SP0216  STATE/COUNTY-  MT/MCCONE
 SP0216  USGS QUAD   -  BIG SHEEP MOUNTAIN NW (1983)
 SP0216
 SP0216                         *CURRENT SURVEY CONTROL
 SP0216  ___________________________________________________________________
 SP0216* NAD 83(1986)-  47 13 27.     (N)    105 43 27.     (W)     SCALED    
 SP0216* NAVD 88     -       836.955  (meters)    2745.91   (feet)  ADJUSTED  
 SP0216  ___________________________________________________________________
 SP0216  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 SP0216  DYNAMIC HT  -         836.938 (meters)    2745.85  (feet)  COMP
 SP0216  MODELED GRAV-     980,565.2   (mgal)                       NAVD 88
 SP0216
 SP0216  VERT ORDER  -  SECOND    CLASS 0
 SP0216
 SP0216.The horizontal coordinates were scaled from a topographic map and have
 SP0216.an estimated accuracy of +/- 6 seconds.
 SP0216
 SP0216.The orthometric height was determined by differential leveling
 SP0216.and adjusted by the National Geodetic Survey in June 1991..
 SP0216
 SP0216.The geoid height was determined by GEOID03.
 SP0216
 SP0216.The dynamic height is computed by dividing the NAVD 88
 SP0216.geopotential number by the normal gravity value computed on the
 SP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0216.degrees latitude (g = 980.6199 gals.).
 SP0216
 SP0216.The modeled gravity was interpolated from observed gravity values.
 SP0216
 SP0216;                    North         East    Units  Estimated Accuracy
 SP0216;SPC MT       -   337,370.      885,690.      MT  (+/- 180 meters Scaled)
 SP0216
 SP0216                          SUPERSEDED SURVEY CONTROL
 SP0216
 SP0216  NGVD 29 (??/??/92)  836.330  (m)         2743.86   (f) ADJ UNCH    2 0
 SP0216
 SP0216.Superseded values are not recommended for survey control.
 SP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0216.See file dsdata.txt to determine how the superseded data were derived.
 SP0216
 SP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN451303(NAD 83)
 SP0216_MARKER: DB = BENCH MARK DISK
 SP0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0216_STAMPING: E 163 1934
 SP0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0216+STABILITY: SURFACE MOTION
 SP0216
 SP0216  HISTORY     - Date     Condition        Report By
 SP0216  HISTORY     - 1934     MONUMENTED       CGS
 SP0216  HISTORY     - 1977     GOOD             USGS
 SP0216
 SP0216                          STATION DESCRIPTION
 SP0216
 SP0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0216'6.8 MI SE FROM BROCKWAY.
 SP0216'6.8 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM BROCKWAY, MCCONE
 SP0216'COUNTY, AT A SECTION CORNER, 26 YARDS NORTHEAST OF THE CENTERLINE OF
 SP0216'THE HIGHWAY, 16 YARDS NORTHEAST OF A FENCE CORNER, AND 6 FEET
 SP0216'NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED E 163 1934 AND SET
 SP0216'IN THE TOP OF A CONCRETE POST.
 SP0216
 SP0216                          STATION RECOVERY (1977)
 SP0216
 SP0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0216'BROCKWAY, 2 MILES E. AND 4 MILES S. OF BY GRAVEL ROAD. NEAR THE
 SP0216'CORNERS OF SECTIONS 15/16/21/22, T.17N., R. 47 E. IN SECTION 15.
 SP0216'BENCH MARK IS 37 FEET S AND 68 FEET E OF THE CENTERLINE OF A T-RD E.
 SP0216'A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED E 163 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0160 ***********************************************************************
 SP0160  DESIGNATION -  E 164
 SP0160  PID         -  SP0160
 SP0160  STATE/COUNTY-  MT/DAWSON
 SP0160  USGS QUAD   -  WOODROW (1983)
 SP0160
 SP0160                         *CURRENT SURVEY CONTROL
 SP0160  ___________________________________________________________________
 SP0160* NAD 83(1986)-  47 10 44.     (N)    105 00 11.     (W)     SCALED    
 SP0160* NAVD 88     -       784.431  (meters)    2573.59   (feet)  ADJUSTED  
 SP0160  ___________________________________________________________________
 SP0160  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SP0160  DYNAMIC HT  -         784.424 (meters)    2573.56  (feet)  COMP
 SP0160  MODELED GRAV-     980,578.6   (mgal)                       NAVD 88
 SP0160
 SP0160  VERT ORDER  -  SECOND    CLASS 0
 SP0160
 SP0160.The horizontal coordinates were scaled from a topographic map and have
 SP0160.an estimated accuracy of +/- 6 seconds.
 SP0160
 SP0160.The orthometric height was determined by differential leveling
 SP0160.and adjusted by the National Geodetic Survey in June 1991..
 SP0160
 SP0160.The geoid height was determined by GEOID03.
 SP0160
 SP0160.The dynamic height is computed by dividing the NAVD 88
 SP0160.geopotential number by the normal gravity value computed on the
 SP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0160.degrees latitude (g = 980.6199 gals.).
 SP0160
 SP0160.The modeled gravity was interpolated from observed gravity values.
 SP0160
 SP0160;                    North         East    Units  Estimated Accuracy
 SP0160;SPC MT       -   335,230.      940,480.      MT  (+/- 180 meters Scaled)
 SP0160
 SP0160                          SUPERSEDED SURVEY CONTROL
 SP0160
 SP0160  NGVD 29 (??/??/92)  783.847  (m)         2571.67   (f) ADJ UNCH    2 0
 SP0160
 SP0160.Superseded values are not recommended for survey control.
 SP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0160.See file dsdata.txt to determine how the superseded data were derived.
 SP0160
 SP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN997250(NAD 83)
 SP0160_MARKER: DB = BENCH MARK DISK
 SP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0160_STAMPING: E-164 1934
 SP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0160+STABILITY: SURFACE MOTION
 SP0160
 SP0160  HISTORY     - Date     Condition        Report By
 SP0160  HISTORY     - 1934     MONUMENTED       CGS
 SP0160  HISTORY     - 1972     MARK NOT FOUND   USGS
 SP0160  HISTORY     - 1977     GOOD             USGS
 SP0160
 SP0160                          STATION DESCRIPTION
 SP0160
 SP0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0160'14.8 MI NW FROM GLENDIVE.
 SP0160'ABOUT 14.8 MILES WEST ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 SP0160'GLENDIVE, DAWSON COUNTY, THENCE ABOUT 0.7 MILE NORTH ALONG THE ROAD TO
 SP0160'RICHEY.  ABOUT 150 YARDS EAST OF A FENCE, AND ABOUT 37 YARDS WEST OF
 SP0160'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 164 1934 AND
 SP0160'SET IN THE TOP OF A CONCRETE POST.
 SP0160
 SP0160                          STATION RECOVERY (1972)
 SP0160
 SP0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SP0160'MARK NOT FOUND.
 SP0160
 SP0160                          STATION RECOVERY (1977)
 SP0160
 SP0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0160'ABOUT 14.8 MILES WEST ALONG HWY. 200S FROM THE COURTHOUSE AT
 SP0160'GLENDIVE, DAWSON COUNTY, THENCE 0.7 MILES NORTH ALONG RD. TO RICHEY.
 SP0160'BM IS 127 FT. EAST OF RD. ON SE SLOPE OF RIDGE. A STANDARD DISK,
 SP0160'STAMPED E-164 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0736 ***********************************************************************
 SS0736  DESIGNATION -  E 165
 SS0736  PID         -  SS0736
 SS0736  STATE/COUNTY-  MT/CASCADE
 SS0736  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS0736
 SS0736                         *CURRENT SURVEY CONTROL
 SS0736  ___________________________________________________________________
 SS0736* NAD 83(1986)-  47 27 08.     (N)    111 13 09.     (W)     SCALED    
 SS0736* NAVD 88     -      1022.017  (meters)    3353.07   (feet)  ADJUSTED  
 SS0736  ___________________________________________________________________
 SS0736  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 SS0736  DYNAMIC HT  -        1021.942 (meters)    3352.82  (feet)  COMP
 SS0736  MODELED GRAV-     980,504.8   (mgal)                       NAVD 88
 SS0736
 SS0736  VERT ORDER  -  FIRST     CLASS II
 SS0736
 SS0736.The horizontal coordinates were scaled from a topographic map and have
 SS0736.an estimated accuracy of +/- 6 seconds.
 SS0736
 SS0736.The orthometric height was determined by differential leveling
 SS0736.and adjusted by the National Geodetic Survey in June 1991..
 SS0736
 SS0736.The geoid height was determined by GEOID03.
 SS0736
 SS0736.The dynamic height is computed by dividing the NAVD 88
 SS0736.geopotential number by the normal gravity value computed on the
 SS0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0736.degrees latitude (g = 980.6199 gals.).
 SS0736
 SS0736.The modeled gravity was interpolated from observed gravity values.
 SS0736
 SS0736;                    North         East    Units  Estimated Accuracy
 SS0736;SPC MT       -   357,250.      470,440.      MT  (+/- 180 meters Scaled)
 SS0736
 SS0736                          SUPERSEDED SURVEY CONTROL
 SS0736
 SS0736  NGVD 29 (??/??/92) 1021.113  (m)         3350.10   (f) ADJ UNCH    1 2
 SS0736
 SS0736.Superseded values are not recommended for survey control.
 SS0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0736.See file dsdata.txt to determine how the superseded data were derived.
 SS0736
 SS0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT834554(NAD 83)
 SS0736_MARKER: DB = BENCH MARK DISK
 SS0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0736_STAMPING: E 165 1961
 SS0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0736+STABILITY: SURFACE MOTION
 SS0736
 SS0736  HISTORY     - Date     Condition        Report By
 SS0736  HISTORY     - 1961     MONUMENTED       CGS
 SS0736
 SS0736                          STATION DESCRIPTION
 SS0736
 SS0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0736'3.0 MI W FROM GERBER.
 SS0736'ABOUT 3.0 MILES WEST ALONG THE GREAT NORTHERN RAILWY FROM THE STATION
 SS0736'SIGN AT GERBER, IN SECTION 27, T 20 N, R 4 E, 7 POLES EAST OF MILEPOST
 SS0736'216, 42 FEET NORTH OF THE NORTH RAIL, 11 1/2 FEET NORTH OF A TELEPHONE
 SS0736'POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A METAL WITNESS
 SS0736'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 SS0736'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0369 ***********************************************************************
 SS0369  DESIGNATION -  E 166
 SS0369  PID         -  SS0369
 SS0369  STATE/COUNTY-  MT/JUDITH BASIN
 SS0369  USGS QUAD   -  BLYTHE (1982)
 SS0369
 SS0369                         *CURRENT SURVEY CONTROL
 SS0369  ___________________________________________________________________
 SS0369* NAD 83(1986)-  47 16 55.     (N)    110 45 16.     (W)     SCALED    
 SS0369* NAVD 88     -      1215.966  (meters)    3989.38   (feet)  ADJUSTED  
 SS0369  ___________________________________________________________________
 SS0369  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 SS0369  DYNAMIC HT  -        1215.815 (meters)    3988.89  (feet)  COMP
 SS0369  MODELED GRAV-     980,446.3   (mgal)                       NAVD 88
 SS0369
 SS0369  VERT ORDER  -  FIRST     CLASS II
 SS0369
 SS0369.The horizontal coordinates were scaled from a topographic map and have
 SS0369.an estimated accuracy of +/- 6 seconds.
 SS0369
 SS0369.The orthometric height was determined by differential leveling
 SS0369.and adjusted by the National Geodetic Survey in June 1991..
 SS0369
 SS0369.The geoid height was determined by GEOID03.
 SS0369
 SS0369.The dynamic height is computed by dividing the NAVD 88
 SS0369.geopotential number by the normal gravity value computed on the
 SS0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0369.degrees latitude (g = 980.6199 gals.).
 SS0369
 SS0369.The modeled gravity was interpolated from observed gravity values.
 SS0369
 SS0369;                    North         East    Units  Estimated Accuracy
 SS0369;SPC MT       -   337,660.      505,160.      MT  (+/- 180 meters Scaled)
 SS0369
 SS0369                          SUPERSEDED SURVEY CONTROL
 SS0369
 SS0369  NGVD 29 (??/??/92) 1215.012  (m)         3986.25   (f) ADJ UNCH    1 2
 SS0369
 SS0369.Superseded values are not recommended for survey control.
 SS0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0369.See file dsdata.txt to determine how the superseded data were derived.
 SS0369
 SS0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT185365(NAD 83)
 SS0369_MARKER: DB = BENCH MARK DISK
 SS0369_SETTING: 66 = SET IN ROCK OUTCROP
 SS0369_SP_SET: SANDSTONE
 SS0369_STAMPING: E 166 1961
 SS0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0369+STABILITY: POSITION/ELEVATION WELL
 SS0369
 SS0369  HISTORY     - Date     Condition        Report By
 SS0369  HISTORY     - 1961     MONUMENTED       CGS
 SS0369
 SS0369                          STATION DESCRIPTION
 SS0369
 SS0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0369'1.1 MI NW FROM RAYNESFORD.
 SS0369'ABOUT 1.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0369'STATION AT RAYNESFORD, IN SECTION 31, T 18 N, R 8 E, 8 1/2 POLES WEST
 SS0369'OF MILEPOST 184, 94 FEET SOUTH OF THE SOUTH RAIL, ON THE SOUTH SLOPE
 SS0369'OF A SMALL HILL AND SET IN THE TOP OF A SANDSTONE WHICH PROJECTS 12
 SS0369'INCHES 66 FEET SOUTHEAST OF THE 9TH POLE WEST OF MILEPOST 184, 46 FEET
 SS0369'SOUTH OF A FENCE, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0085 ***********************************************************************
 SS0085  DESIGNATION -  E 167
 SS0085  PID         -  SS0085
 SS0085  STATE/COUNTY-  MT/JUDITH BASIN
 SS0085  USGS QUAD   -  STANFORD (1978)
 SS0085
 SS0085                         *CURRENT SURVEY CONTROL
 SS0085  ___________________________________________________________________
 SS0085* NAD 83(1986)-  47 08 44.     (N)    110 13 24.     (W)     SCALED    
 SS0085* NAVD 88     -      1313.792  (meters)    4310.33   (feet)  ADJUSTED  
 SS0085  ___________________________________________________________________
 SS0085  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0085  DYNAMIC HT  -        1313.606 (meters)    4309.72  (feet)  COMP
 SS0085  MODELED GRAV-     980,425.7   (mgal)                       NAVD 88
 SS0085
 SS0085  VERT ORDER  -  FIRST     CLASS II
 SS0085
 SS0085.The horizontal coordinates were scaled from a topographic map and have
 SS0085.an estimated accuracy of +/- 6 seconds.
 SS0085
 SS0085.The orthometric height was determined by differential leveling
 SS0085.and adjusted by the National Geodetic Survey in June 1991..
 SS0085
 SS0085.The geoid height was determined by GEOID03.
 SS0085
 SS0085.The dynamic height is computed by dividing the NAVD 88
 SS0085.geopotential number by the normal gravity value computed on the
 SS0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0085.degrees latitude (g = 980.6199 gals.).
 SS0085
 SS0085.The modeled gravity was interpolated from observed gravity values.
 SS0085
 SS0085;                    North         East    Units  Estimated Accuracy
 SS0085;SPC MT       -   322,000.      545,170.      MT  (+/- 180 meters Scaled)
 SS0085
 SS0085                          SUPERSEDED SURVEY CONTROL
 SS0085
 SS0085  NGVD 29 (??/??/92) 1312.866  (m)         4307.29   (f) ADJ UNCH    1 2
 SS0085
 SS0085.Superseded values are not recommended for survey control.
 SS0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0085.See file dsdata.txt to determine how the superseded data were derived.
 SS0085
 SS0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT588216(NAD 83)
 SS0085_MARKER: DB = BENCH MARK DISK
 SS0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0085_SP_SET: WALL
 SS0085_STAMPING: E 167 1961
 SS0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0085
 SS0085  HISTORY     - Date     Condition        Report By
 SS0085  HISTORY     - 1961     MONUMENTED       CGS
 SS0085  HISTORY     - 1980     GOOD             NGS
 SS0085
 SS0085                          STATION DESCRIPTION
 SS0085
 SS0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0085'0.8 MI SW FROM STANFORD.
 SS0085'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SS0085'STATION AT STANFORD, THENCE 0.6 MILE SOUTH ALONG U. S. HIGHWAY 87
 SS0085'BYPASS, IN SECTION 17, T 16 N, R 12 E, AT THE STANFORD AIRPORT, 210
 SS0085'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 294 FEET WEST OF THE
 SS0085'CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, SET IN THE TOP OF THE
 SS0085'WEST CORNER OF THE CONCRETE WALL OF A PIT WHICH CONTAINS THE FUEL HOSE
 SS0085'USED FOR FILLING PLANES, 38 1/2 FEET WEST OF THE WEST CORNER OF THE
 SS0085'MOST EASTERLY HANGAR AT THE AIRPORT, 140 FEET SOUTHWEST OF A FENCE,
 SS0085'AND 92 FEET SOUTH OF A POWER POLE.
 SS0085
 SS0085                          STATION RECOVERY (1980)
 SS0085
 SS0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0085'AT THE STANFORD MUNICIPAL AIRPORT, IN TOP OF THE SOUTHWEST
 SS0085'CORNER OF A 4X4-FOOT CONCRETE FOUNDATION FOR A PIT CONTAINING THE
 SS0085'AVIATION FUEL HOSE, 64.0 METERS (210 FT) SOUTHWEST OF THE CENTERLINE
 SS0085'OF U.S. HIGHWAY 87, 11.7 METERS (38.5 FT) WEST OF THE SOUTHWEST
 SS0085'CORNER OF THE MOST EASTERLY HANGAR, 8.2 METERS (27 FT) WEST OF A
 SS0085'GASOLINE PUMP.
 SS0085'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0388 ***********************************************************************
 SR0388  DESIGNATION -  E 168
 SR0388  PID         -  SR0388
 SR0388  STATE/COUNTY-  MT/FERGUS
 SR0388  USGS QUAD   -  HILGER (1985)
 SR0388
 SR0388                         *CURRENT SURVEY CONTROL
 SR0388  ___________________________________________________________________
 SR0388* NAD 83(1986)-  47 16 47.     (N)    109 18 45.     (W)     SCALED    
 SR0388* NAVD 88     -      1210.786  (meters)    3972.39   (feet)  ADJUSTED  
 SR0388  ___________________________________________________________________
 SR0388  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 SR0388  DYNAMIC HT  -        1210.664 (meters)    3971.99  (feet)  COMP
 SR0388  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 SR0388
 SR0388  VERT ORDER  -  FIRST     CLASS II
 SR0388
 SR0388.The horizontal coordinates were scaled from a topographic map and have
 SR0388.an estimated accuracy of +/- 6 seconds.
 SR0388
 SR0388.The orthometric height was determined by differential leveling
 SR0388.and adjusted by the National Geodetic Survey in June 1991..
 SR0388
 SR0388.The geoid height was determined by GEOID03.
 SR0388
 SR0388.The dynamic height is computed by dividing the NAVD 88
 SR0388.geopotential number by the normal gravity value computed on the
 SR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0388.degrees latitude (g = 980.6199 gals.).
 SR0388
 SR0388.The modeled gravity was interpolated from observed gravity values.
 SR0388
 SR0388;                    North         East    Units  Estimated Accuracy
 SR0388;SPC MT       -   336,670.      614,180.      MT  (+/- 180 meters Scaled)
 SR0388
 SR0388                          SUPERSEDED SURVEY CONTROL
 SR0388
 SR0388  NGVD 29 (??/??/92) 1209.907  (m)         3969.50   (f) ADJ UNCH    1 2
 SR0388
 SR0388.Superseded values are not recommended for survey control.
 SR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0388.See file dsdata.txt to determine how the superseded data were derived.
 SR0388
 SR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT276376(NAD 83)
 SR0388_MARKER: DB = BENCH MARK DISK
 SR0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0388_STAMPING: E 168 1961
 SR0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0388+STABILITY: SURFACE MOTION
 SR0388
 SR0388  HISTORY     - Date     Condition        Report By
 SR0388  HISTORY     - 1961     MONUMENTED       CGS
 SR0388
 SR0388                          STATION DESCRIPTION
 SR0388
 SR0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0388'1.75 MI SW FROM ROY JUNCTION.
 SR0388'ABOUT 1.75 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0388'PACIFIC RAILROAD FROM THE STATION SIGN AT ROY JUNCTION, OR 2.85 MILES
 SR0388'NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SR0388'FROM THE STATION AT HILGER, IN SECTION 4, T 17 N, R 19 E, 0.1 MILE
 SR0388'NORTHEAST OF MILEPOST 20, 4 RAILS NORTHEAST OF THE NORTHEAST END OF A
 SR0388'TRESTLE, 51 FEET NORTHWEST OF THE NORTHWEST RAIL, 51 FEET SOUTHEAST OF
 SR0388'THE CENTER LINE OF AN ABANDONED ROAD, 1.7 FEET NORTHEAST OF A METAL
 SR0388'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 SR0388'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0570 ***********************************************************************
 SR0570  DESIGNATION -  E 169
 SR0570  PID         -  SR0570
 SR0570  STATE/COUNTY-  MT/JUDITH BASIN
 SR0570  USGS QUAD   -  KOLIN (1970)
 SR0570
 SR0570                         *CURRENT SURVEY CONTROL
 SR0570  ___________________________________________________________________
 SR0570* NAD 83(1986)-  47 05 37.     (N)    109 47 21.     (W)     SCALED    
 SR0570* NAVD 88     -      1212.944  (meters)    3979.47   (feet)  ADJUSTED  
 SR0570  ___________________________________________________________________
 SR0570  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 SR0570  DYNAMIC HT  -        1212.795 (meters)    3978.98  (feet)  COMP
 SR0570  MODELED GRAV-     980,447.7   (mgal)                       NAVD 88
 SR0570
 SR0570  VERT ORDER  -  FIRST     CLASS II
 SR0570
 SR0570.The horizontal coordinates were scaled from a topographic map and have
 SR0570.an estimated accuracy of +/- 6 seconds.
 SR0570
 SR0570.The orthometric height was determined by differential leveling
 SR0570.and adjusted by the National Geodetic Survey in June 1991..
 SR0570
 SR0570.The geoid height was determined by GEOID03.
 SR0570
 SR0570.The dynamic height is computed by dividing the NAVD 88
 SR0570.geopotential number by the normal gravity value computed on the
 SR0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0570.degrees latitude (g = 980.6199 gals.).
 SR0570
 SR0570.The modeled gravity was interpolated from observed gravity values.
 SR0570
 SR0570;                    North         East    Units  Estimated Accuracy
 SR0570;SPC MT       -   316,020.      578,060.      MT  (+/- 180 meters Scaled)
 SR0570
 SR0570                          SUPERSEDED SURVEY CONTROL
 SR0570
 SR0570  NGVD 29 (??/??/92) 1212.040  (m)         3976.50   (f) ADJ UNCH    1 2
 SR0570
 SR0570.Superseded values are not recommended for survey control.
 SR0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0570.See file dsdata.txt to determine how the superseded data were derived.
 SR0570
 SR0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT918162(NAD 83)
 SR0570_MARKER: DB = BENCH MARK DISK
 SR0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0570_STAMPING: E 169 1961
 SR0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0570+STABILITY: SURFACE MOTION
 SR0570
 SR0570  HISTORY     - Date     Condition        Report By
 SR0570  HISTORY     - 1961     MONUMENTED       CGS
 SR0570
 SR0570                          STATION DESCRIPTION
 SR0570
 SR0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0570'1.15 MI SW FROM KOLIN.
 SR0570'ABOUT 1.15 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0570'STATION AT KOLIN, IN SECTION 2, T 15 N, R 15 E, 5 POLES NORTHEAST OF
 SR0570'MILEPOST 6, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 89 FEET SOUTHEAST
 SR0570'OF AND ACROSS THE TRACK FROM A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 SR0570'FENCE 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0570'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0552 ***********************************************************************
 SR0552  DESIGNATION -  E 170
 SR0552  PID         -  SR0552
 SR0552  STATE/COUNTY-  MT/FERGUS
 SR0552  USGS QUAD   -  PIKE CREEK (1985)
 SR0552
 SR0552                         *CURRENT SURVEY CONTROL
 SR0552  ___________________________________________________________________
 SR0552* NAD 83(1986)-  47 01 18.     (N)    109 21 01.     (W)     SCALED    
 SR0552* NAVD 88     -      1247.643  (meters)    4093.31   (feet)  ADJUSTED  
 SR0552  ___________________________________________________________________
 SR0552  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 SR0552  DYNAMIC HT  -        1247.482 (meters)    4092.78  (feet)  COMP
 SR0552  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 SR0552
 SR0552  VERT ORDER  -  SECOND    CLASS 0
 SR0552
 SR0552.The horizontal coordinates were scaled from a topographic map and have
 SR0552.an estimated accuracy of +/- 6 seconds.
 SR0552
 SR0552.The orthometric height was determined by differential leveling
 SR0552.and adjusted by the National Geodetic Survey in June 1991..
 SR0552
 SR0552.The geoid height was determined by GEOID03.
 SR0552
 SR0552.The dynamic height is computed by dividing the NAVD 88
 SR0552.geopotential number by the normal gravity value computed on the
 SR0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0552.degrees latitude (g = 980.6199 gals.).
 SR0552
 SR0552.The modeled gravity was interpolated from observed gravity values.
 SR0552
 SR0552;                    North         East    Units  Estimated Accuracy
 SR0552;SPC MT       -   308,000.      611,380.      MT  (+/- 180 meters Scaled)
 SR0552
 SR0552                          SUPERSEDED SURVEY CONTROL
 SR0552
 SR0552  NGVD 29 (??/??/92) 1246.763  (m)         4090.42   (f) ADJ UNCH    2 0
 SR0552
 SR0552.Superseded values are not recommended for survey control.
 SR0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0552.See file dsdata.txt to determine how the superseded data were derived.
 SR0552
 SR0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT253088(NAD 83)
 SR0552_MARKER: DB = BENCH MARK DISK
 SR0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0552_STAMPING: E 170 1961
 SR0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0552+STABILITY: SURFACE MOTION
 SR0552
 SR0552  HISTORY     - Date     Condition        Report By
 SR0552  HISTORY     - 1961     MONUMENTED       CGS
 SR0552
 SR0552                          STATION DESCRIPTION
 SR0552
 SR0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0552'5.2 MI NW FROM HEATH.
 SR0552'ABOUT 5.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0552'PACIFIC RAILROAD FROM THE GYPSUM PLANT AT HEATH, OR 0.2 MILE SOUTHEAST
 SR0552'ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT LEWISTOWN, THENCE
 SR0552'5.25 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0552'PACIFIC RAILROAD, IN SECTION 32, T 15 N, R 19 E, 1 1/2 POLES EAST OF
 SR0552'MILEPOST 5, 47 FEET NORTH OF THE NORTH RAIL, 61 FEET NORTHEAST OF THE
 SR0552'CENTER OF A PRIVATE ROAD CROSSING, 51 FEET EAST OF THE CENTER LINE OF
 SR0552'A PRIVATE ROAD, 1 1/2 FEET SOUTH OF A FENCE, 1.6 FEET NORTHWEST OF A
 SR0552'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 SR0552'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0437 ***********************************************************************
 SR0437  DESIGNATION -  E 171
 SR0437  PID         -  SR0437
 SR0437  STATE/COUNTY-  MT/FERGUS
 SR0437  USGS QUAD   -  ARMELLS (1985)
 SR0437
 SR0437                         *CURRENT SURVEY CONTROL
 SR0437  ___________________________________________________________________
 SR0437* NAD 83(1986)-  47 20 53.     (N)    109 13 57.     (W)     SCALED    
 SR0437* NAVD 88     -      1099.264  (meters)    3606.50   (feet)  ADJUSTED  
 SR0437  ___________________________________________________________________
 SR0437  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 SR0437  DYNAMIC HT  -        1099.191 (meters)    3606.26  (feet)  COMP
 SR0437  MODELED GRAV-     980,508.4   (mgal)                       NAVD 88
 SR0437
 SR0437  VERT ORDER  -  SECOND    CLASS 0
 SR0437
 SR0437.The horizontal coordinates were scaled from a topographic map and have
 SR0437.an estimated accuracy of +/- 6 seconds.
 SR0437
 SR0437.The orthometric height was determined by differential leveling
 SR0437.and adjusted by the National Geodetic Survey in June 1991..
 SR0437
 SR0437.The geoid height was determined by GEOID03.
 SR0437
 SR0437.The dynamic height is computed by dividing the NAVD 88
 SR0437.geopotential number by the normal gravity value computed on the
 SR0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0437.degrees latitude (g = 980.6199 gals.).
 SR0437
 SR0437.The modeled gravity was interpolated from observed gravity values.
 SR0437
 SR0437;                    North         East    Units  Estimated Accuracy
 SR0437;SPC MT       -   344,280.      620,200.      MT  (+/- 180 meters Scaled)
 SR0437
 SR0437                          SUPERSEDED SURVEY CONTROL
 SR0437
 SR0437  NGVD 29 (??/??/92) 1098.435  (m)         3603.78   (f) ADJ UNCH    2 0
 SR0437
 SR0437.Superseded values are not recommended for survey control.
 SR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0437.See file dsdata.txt to determine how the superseded data were derived.
 SR0437
 SR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT334453(NAD 83)
 SR0437_MARKER: DB = BENCH MARK DISK
 SR0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0437_STAMPING: E 171 1961
 SR0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0437+STABILITY: SURFACE MOTION
 SR0437
 SR0437  HISTORY     - Date     Condition        Report By
 SR0437  HISTORY     - 1961     MONUMENTED       CGS
 SR0437  HISTORY     - 1979     GOOD             USGS
 SR0437
 SR0437                          STATION DESCRIPTION
 SR0437
 SR0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0437'2.85 MI NW FROM ARMELLS.
 SR0437'ABOUT 2.85 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0437'PACIFIC RAILROAD FROM THE STATION SIGN AT ARMELLS, IN SECTION 12, T 18
 SR0437'N, R 19 E, 0.2 MILE SOUTHWEST OF A TRESTLE, 80 FEET NORTHWEST OF AND
 SR0437'ACROSS THE TRACK FROM MILEPOST 27, 52 FEET NORTHWEST OF THE NORTHWEST
 SR0437'RAIL, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 SR0437'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SR0437'PROJECTING 5 INCHES.
 SR0437
 SR0437                          STATION RECOVERY (1979)
 SR0437
 SR0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0437'ABOUT 3.05 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE ST. PAUL AND
 SR0437'PACIFIC RR GRADE FROM THE ARMELLS STOCKPENS, IN SECTION 12, T 18N, R
 SR0437'19E, 0.2 MILE SOUTHWEST OF A TRESTLE, 55 FEET NORTHWEST OF THE
 SR0437'CENTERLINE OF THE RR GRADE, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 SR0437'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0146 ***********************************************************************
 SR0146  DESIGNATION -  E 172
 SR0146  PID         -  SR0146
 SR0146  STATE/COUNTY-  MT/FERGUS
 SR0146  USGS QUAD   -  GRASS RANGE NE (1986)
 SR0146
 SR0146                         *CURRENT SURVEY CONTROL
 SR0146  ___________________________________________________________________
 SR0146* NAD 83(1986)-  47 08 45.     (N)    108 48 01.     (W)     SCALED    
 SR0146* NAVD 88     -      1039.734  (meters)    3411.19   (feet)  ADJUSTED  
 SR0146  ___________________________________________________________________
 SR0146  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SR0146  DYNAMIC HT  -        1039.666 (meters)    3410.97  (feet)  COMP
 SR0146  MODELED GRAV-     980,511.0   (mgal)                       NAVD 88
 SR0146
 SR0146  VERT ORDER  -  SECOND    CLASS 0
 SR0146
 SR0146.The horizontal coordinates were scaled from a topographic map and have
 SR0146.an estimated accuracy of +/- 6 seconds.
 SR0146
 SR0146.The orthometric height was determined by differential leveling
 SR0146.and adjusted by the National Geodetic Survey in June 1991..
 SR0146.WARNING-Repeat measurements at this control monument indicate possible
 SR0146.vertical movement.
 SR0146
 SR0146.The geoid height was determined by GEOID03.
 SR0146
 SR0146.The dynamic height is computed by dividing the NAVD 88
 SR0146.geopotential number by the normal gravity value computed on the
 SR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0146.degrees latitude (g = 980.6199 gals.).
 SR0146
 SR0146.The modeled gravity was interpolated from observed gravity values.
 SR0146
 SR0146;                    North         East    Units  Estimated Accuracy
 SR0146;SPC MT       -   322,020.      653,040.      MT  (+/- 180 meters Scaled)
 SR0146
 SR0146                          SUPERSEDED SURVEY CONTROL
 SR0146
 SR0146  NGVD 29 (??/??/92) 1038.954  (m)         3408.63   (f) ADJ UNCH    2 0
 SR0146
 SR0146.Superseded values are not recommended for survey control.
 SR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0146.See file dsdata.txt to determine how the superseded data were derived.
 SR0146
 SR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT667237(NAD 83)
 SR0146_MARKER: DB = BENCH MARK DISK
 SR0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0146_STAMPING: E 172 1961
 SR0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0146+STABILITY: SURFACE MOTION
 SR0146
 SR0146  HISTORY     - Date     Condition        Report By
 SR0146  HISTORY     - 1961     MONUMENTED       CGS
 SR0146  HISTORY     - 1979     GOOD             USGS
 SR0146
 SR0146                          STATION DESCRIPTION
 SR0146
 SR0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0146'8.85 MI N FROM GRASS RANGE.
 SR0146'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0146'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.3 MILE WEST
 SR0146'ALONG STATE HIGHWAY 20, THENCE 2.35 MILES NORTH ALONG A GRADED DIRT
 SR0146'ROAD, THENCE 5.35 MILES NORTH ALONG STATE HIGHWAY 19, IN SECTION 16, T
 SR0146'16 N, R 23 E, ABOUT 0.4 MILE SOUTHWEST OF A RANCH HOUSE AND A BARN
 SR0146'WITH AN ARCHED ROOF, ON THE CREST OF A HILL, 110 FEET WEST OF THE
 SR0146'CENTER LINE OF THE HIGHWAY, 59 FEET WEST OF THE CENTER LINE OF A DIRT
 SR0146'ROAD, 36 FEET NORTH OF THE CENTER OF A PASTURE GATE, 24 FEET SOUTH OF
 SR0146'THE CENTER OF A CATTLE GUARD IN A TRACK ROAD, 21 1/2 FEET NORTHWEST OF
 SR0146'A TELEPHONE POLE, 1 FOOT EAST OF A FENCE, 1.0 FOOT WEST OF A METAL
 SR0146'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0146'INCHES.
 SR0146
 SR0146                          STATION RECOVERY (1979)
 SR0146
 SR0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0146'FROM THE POST OFFICE IN GRASS RANGE. GO NORTH 0.05 MILE TO A STREET
 SR0146'GOING EAST OUT OF TOWN, THENCE 0.25 MILE EAST TO THE JUNCTION OF
 SR0146'STATE HIGHWAY 87, TURN NORTH ON 87 FOR 1.1 MILE TO THE JUNCTION OF
 SR0146'STATE HIGHWAYS 200 AND 19, THENCE CONTINUE NORTH ON STATE HIGHWAY 19
 SR0146'FOR 7.2 MILES, IN SEC. 16, T 16 N, R 23 E, TO TRACK ROAD WEST, TURN
 SR0146'ON TRACK ROAD CONTINUE TO GATE, BM IS 443 FEET NORTH ALONG FENCE, 1
 SR0146'FOOT EAST OF FENCE, 110 FEET WEST OF THE CENTER OF HIGHWAY, 1.0 FOOT
 SR0146'WEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 SR0146'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0195 ***********************************************************************
 SR0195  DESIGNATION -  E 173
 SR0195  PID         -  SR0195
 SR0195  STATE/COUNTY-  MT/FERGUS
 SR0195  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0195
 SR0195                         *CURRENT SURVEY CONTROL
 SR0195  ___________________________________________________________________
 SR0195* NAD 83(1986)-  47 25 06.     (N)    108 45 06.     (W)     SCALED    
 SR0195* NAVD 88     -       915.393  (meters)    3003.25   (feet)  ADJUSTED  
 SR0195  ___________________________________________________________________
 SR0195  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 SR0195  DYNAMIC HT  -         915.380 (meters)    3003.21  (feet)  COMP
 SR0195  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 SR0195
 SR0195  VERT ORDER  -  FIRST     CLASS II
 SR0195
 SR0195.The horizontal coordinates were scaled from a topographic map and have
 SR0195.an estimated accuracy of +/- 6 seconds.
 SR0195
 SR0195.The orthometric height was determined by differential leveling
 SR0195.and adjusted by the National Geodetic Survey in June 1991..
 SR0195
 SR0195.The geoid height was determined by GEOID03.
 SR0195
 SR0195.The dynamic height is computed by dividing the NAVD 88
 SR0195.geopotential number by the normal gravity value computed on the
 SR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0195.degrees latitude (g = 980.6199 gals.).
 SR0195
 SR0195.The modeled gravity was interpolated from observed gravity values.
 SR0195
 SR0195;                    North         East    Units  Estimated Accuracy
 SR0195;SPC MT       -   352,330.      656,440.      MT  (+/- 180 meters Scaled)
 SR0195
 SR0195                          SUPERSEDED SURVEY CONTROL
 SR0195
 SR0195  NGVD 29 (??/??/92)  914.626  (m)         3000.74   (f) ADJ UNCH    1 2
 SR0195
 SR0195.Superseded values are not recommended for survey control.
 SR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0195.See file dsdata.txt to determine how the superseded data were derived.
 SR0195
 SR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT695541(NAD 83)
 SR0195_MARKER: DB = BENCH MARK DISK
 SR0195_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0195_SP_SET: 16 FT
 SR0195_STAMPING: E 173 1961
 SR0195_PROJECTION: PROJECTING 10 CENTIMETERS
 SR0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0195_ROD/PIPE-DEPTH: 1.8  meters
 SR0195
 SR0195  HISTORY     - Date     Condition        Report By
 SR0195  HISTORY     - 1961     MONUMENTED       CGS
 SR0195  HISTORY     - 1980     GOOD             NGS
 SR0195
 SR0195                          STATION DESCRIPTION
 SR0195
 SR0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0195'13.3 MI NE FROM ROY.
 SR0195'ABOUT 7.6 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0195'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 5.7
 SR0195'MILES NORTHEAST ALONG STATE HIGHWAY 19, IN SECTION 11, T 19 N, R 23 E,
 SR0195'0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 19 AND A GRADED DIRT
 SR0195'ROAD LEADING WEST, AT THE SOUTH END OF THE WEST BANK OF A CUT FOR THE
 SR0195'HIGHWAY, 86 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT A JOG IN
 SR0195'THE FENCE ON THE WEST SIDE OF THE HIGHWAY, 10 FEET EAST OF A ROW OF
 SR0195'POWER POLES, 6 FEET NORTHWEST OF A CONCRETE HIGHWAY MARKER, 4 FEET
 SR0195'NORTHWEST OF A FENCE CORNER AT THE EAST END OF THE JOG IN THE FENCE, 2
 SR0195'1/2 FEET NORTH OF A FENCE, 2.8 FEET WEST OF A METAL WITNESS POST,
 SR0195'ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 SR0195'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A
 SR0195'6-INCH TILE THAT PROJECTS 5 INCHES.
 SR0195
 SR0195                          STATION RECOVERY (1980)
 SR0195
 SR0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0195'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 SR0195'IN ROY THENCE 23.3 KM (14.5 MI) NORTHEAST ALONG U.S. HIGHWAY 191
 SR0195'0.9 KM (0.35 MI) NORTH OF MILE POST 72, 25.8 METERS (84.6 FT)
 SR0195'WEST OF THE CENTERLINE OF THE HIGHWAY, 1.8 METERS (6 FT) NORTHWEST
 SR0195'OF A HIGHWAY RIGHT-OF-WAY MARKER, 1.3 METERS (4.3 FT) WEST-NORTHWEST
 SR0195'OF THE EAST ONE OF TWO FENCE CORNERS AND 0.8 METER (2.5 FT) NORTH
 SR0195'OF A FENCE.
 SR0195'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 SR0195'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0536 ***********************************************************************
 SR0536  DESIGNATION -  E 174
 SR0536  PID         -  SR0536
 SR0536  STATE/COUNTY-  MT/FERGUS
 SR0536  USGS QUAD   -  HORSETHIEF COULEE WEST (1985)
 SR0536
 SR0536                         *CURRENT SURVEY CONTROL
 SR0536  ___________________________________________________________________
 SR0536* NAD 83(1986)-  47 03 29.     (N)    109 08 01.     (W)     SCALED    
 SR0536* NAVD 88     -      1229.880  (meters)    4035.03   (feet)  ADJUSTED  
 SR0536  ___________________________________________________________________
 SR0536  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 SR0536  DYNAMIC HT  -        1229.739 (meters)    4034.57  (feet)  COMP
 SR0536  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 SR0536
 SR0536  VERT ORDER  -  SECOND    CLASS 0
 SR0536
 SR0536.The horizontal coordinates were scaled from a topographic map and have
 SR0536.an estimated accuracy of +/- 6 seconds.
 SR0536
 SR0536.The orthometric height was determined by differential leveling
 SR0536.and adjusted by the National Geodetic Survey in June 1991..
 SR0536
 SR0536.The geoid height was determined by GEOID03.
 SR0536
 SR0536.The dynamic height is computed by dividing the NAVD 88
 SR0536.geopotential number by the normal gravity value computed on the
 SR0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0536.degrees latitude (g = 980.6199 gals.).
 SR0536
 SR0536.The modeled gravity was interpolated from observed gravity values.
 SR0536
 SR0536;                    North         East    Units  Estimated Accuracy
 SR0536;SPC MT       -   312,090.      627,820.      MT  (+/- 180 meters Scaled)
 SR0536
 SR0536                          SUPERSEDED SURVEY CONTROL
 SR0536
 SR0536  NGVD 29 (??/??/92) 1229.029  (m)         4032.24   (f) ADJ UNCH    2 0
 SR0536
 SR0536.Superseded values are not recommended for survey control.
 SR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0536.See file dsdata.txt to determine how the superseded data were derived.
 SR0536
 SR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT417133(NAD 83)
 SR0536_MARKER: DB = BENCH MARK DISK
 SR0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0536_STAMPING: E 174 1961
 SR0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0536+STABILITY: SURFACE MOTION
 SR0536
 SR0536  HISTORY     - Date     Condition        Report By
 SR0536  HISTORY     - 1961     MONUMENTED       CGS
 SR0536
 SR0536                          STATION DESCRIPTION
 SR0536
 SR0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0536'14.75 MI E FROM LEWISTOWN.
 SR0536'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0536'STATION AT LEWISTOWN, THENCE 14.55 MILES EAST ALONG U. S. HIGHWAY 87
 SR0536'AND STATE HIGHWAY 20, IN SECTION 13, T 15 N, R 20 E, 66 FEET NORTHWEST
 SR0536'OF THE CENTER LINE OF THE HIGHWAY, 72 FEET NORTH OF THE CENTER OF THE
 SR0536'JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD LEADING SOUTHEAST TO THE
 SR0536'RANCH OWNED BY ROBERT LA FRAMBOISE, 61 FEET SOUTH OF A POWER POLE, 27
 SR0536'FEET NORTHEAST OF THE CENTER OF A GATE, 2 FEET SOUTHEAST OF A FENCE,
 SR0536'2.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 SR0536'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SR0536'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0206 ***********************************************************************
 SS0206  DESIGNATION -  E 175
 SS0206  PID         -  SS0206
 SS0206  STATE/COUNTY-  MT/JUDITH BASIN
 SS0206  USGS QUAD   -  GEYSER (1979)
 SS0206
 SS0206                         *CURRENT SURVEY CONTROL
 SS0206  ___________________________________________________________________
 SS0206* NAD 83(1986)-  47 19 47.     (N)    110 29 27.     (W)     SCALED    
 SS0206* NAVD 88     -      1278.113  (meters)    4193.28   (feet)  ADJUSTED  
 SS0206  ___________________________________________________________________
 SS0206  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 SS0206  DYNAMIC HT  -        1277.971 (meters)    4192.81  (feet)  COMP
 SS0206  MODELED GRAV-     980,456.6   (mgal)                       NAVD 88
 SS0206
 SS0206  VERT ORDER  -  SECOND    CLASS 0
 SS0206
 SS0206.The horizontal coordinates were scaled from a topographic map and have
 SS0206.an estimated accuracy of +/- 6 seconds.
 SS0206
 SS0206.The orthometric height was determined by differential leveling
 SS0206.and adjusted by the National Geodetic Survey in June 1991..
 SS0206
 SS0206.The geoid height was determined by GEOID03.
 SS0206
 SS0206.The dynamic height is computed by dividing the NAVD 88
 SS0206.geopotential number by the normal gravity value computed on the
 SS0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0206.degrees latitude (g = 980.6199 gals.).
 SS0206
 SS0206.The modeled gravity was interpolated from observed gravity values.
 SS0206
 SS0206;                    North         East    Units  Estimated Accuracy
 SS0206;SPC MT       -   342,690.      525,150.      MT  (+/- 180 meters Scaled)
 SS0206
 SS0206                          SUPERSEDED SURVEY CONTROL
 SS0206
 SS0206  NGVD 29 (??/??/92) 1277.190  (m)         4190.25   (f) ADJ UNCH    2 0
 SS0206
 SS0206.Superseded values are not recommended for survey control.
 SS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0206.See file dsdata.txt to determine how the superseded data were derived.
 SS0206
 SS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT384419(NAD 83)
 SS0206_MARKER: DB = BENCH MARK DISK
 SS0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0206_STAMPING: E 175 1961
 SS0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0206+STABILITY: SURFACE MOTION
 SS0206
 SS0206  HISTORY     - Date     Condition        Report By
 SS0206  HISTORY     - 1961     MONUMENTED       CGS
 SS0206
 SS0206                          STATION DESCRIPTION
 SS0206
 SS0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0206'5.2 MI N FROM GEYSER.
 SS0206'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0206'AT GEYSER, THENCE 5.05 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0206'7, T 18 N, R 10 E, ON THE OUTSIDE OF A CURVE AND 52 FEET WEST OF THE
 SS0206'CENTER LINE OF THE ROAD, 121 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 SS0206'WOODEN BRIDGE, 94 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A
 SS0206'TELEPHONE POLE, 2 FEET EAST OF A FENCE, 1.5 FEET WEST OF A METAL
 SS0206'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 SS0206'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0453 ***********************************************************************
 RV0453  DESIGNATION -  E 176
 RV0453  PID         -  RV0453
 RV0453  STATE/COUNTY-  MT/FERGUS
 RV0453  USGS QUAD   -  MOORE (1970)
 RV0453
 RV0453                         *CURRENT SURVEY CONTROL
 RV0453  ___________________________________________________________________
 RV0453* NAD 83(1986)-  46 59 05.     (N)    109 40 55.     (W)     SCALED    
 RV0453* NAVD 88     -      1266.815  (meters)    4156.21   (feet)  ADJUSTED  
 RV0453  ___________________________________________________________________
 RV0453  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 RV0453  DYNAMIC HT  -        1266.625 (meters)    4155.59  (feet)  COMP
 RV0453  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 RV0453  OBS GRAVITY -     980,419.0   (mgal)                       GRAV_OBS
 RV0453
 RV0453  VERT ORDER  -  FIRST     CLASS II
 RV0453
 RV0453.The horizontal coordinates were scaled from a topographic map and have
 RV0453.an estimated accuracy of +/- 6 seconds.
 RV0453
 RV0453.The orthometric height was determined by differential leveling
 RV0453.and adjusted by the National Geodetic Survey in June 1991..
 RV0453
 RV0453.The geoid height was determined by GEOID03.
 RV0453
 RV0453.The dynamic height is computed by dividing the NAVD 88
 RV0453.geopotential number by the normal gravity value computed on the
 RV0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0453.degrees latitude (g = 980.6199 gals.).
 RV0453
 RV0453.The modeled gravity was interpolated from observed gravity values.
 RV0453.The observed gravity was obtained from relative gravimeter ties
 RV0453.to the IGSN71 gravity network.
 RV0453
 RV0453;                    North         East    Units  Estimated Accuracy
 RV0453;SPC MT       -   303,900.      586,170.      MT  (+/- 180 meters Scaled)
 RV0453
 RV0453                          SUPERSEDED SURVEY CONTROL
 RV0453
 RV0453  NGVD 29 (??/??/92) 1265.895  (m)         4153.19   (f) ADJ UNCH    1 2
 RV0453
 RV0453.Superseded values are not recommended for survey control.
 RV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0453.See file dsdata.txt to determine how the superseded data were derived.
 RV0453
 RV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT002043(NAD 83)
 RV0453_MARKER: DB = BENCH MARK DISK
 RV0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0453_STAMPING: E 176  1961
 RV0453_PROJECTION: PROJECTING 2 CENTIMETERS
 RV0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0453+STABILITY: SURFACE MOTION
 RV0453
 RV0453  HISTORY     - Date     Condition        Report By
 RV0453  HISTORY     - 1961     MONUMENTED       CGS
 RV0453  HISTORY     - 1980     GOOD             NGS
 RV0453
 RV0453                          STATION DESCRIPTION
 RV0453
 RV0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0453'1.65 MI NE FROM MOORE.
 RV0453'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 RV0453'AT MOORE, THENCE 1.0 MILE NORTHEAST ALONG U. S. HIGHWAY 87, IN SECTION
 RV0453'10, T 14 N, R 16 E, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RV0453'HIGHWAY, 44 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE CHICAGO,
 RV0453'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 32 FEET SOUTHWEST OF THE
 RV0453'CENTER LINE OF A PRIVATE ROAD AND PACIFIC RAILROAD, 32 FEET SOUTHWEST
 RV0453'OF THE CENTER FENCE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 RV0453'2 FEET BELOW THE LEVEL OF THE TRACK AND THE HIGHWAY, AND SET IN THE
 RV0453'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RV0453
 RV0453                          STATION RECOVERY (1980)
 RV0453
 RV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0453'1.0 KM (0.6 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 RV0453'IN MOORE, THENCE 1.6 KM (1.0 MI) EASTERLY ALONG U.S. HIGHWAYS 87 AND
 RV0453'191, AT A FIELD ENTRANCE ROAD LEADING SOUTH, 16.8 METERS (55.0 FT)
 RV0453'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.6 METERS (44.5 FT)
 RV0453'NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD TRACK, 9.6 METERS
 RV0453'(32.0 FT) SOUTHWEST OF THE CENTER OF THE FIELD ENTRANCE ROAD,
 RV0453'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 RV0453'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0368 ***********************************************************************
 RV0368  DESIGNATION -  E 177
 RV0368  PID         -  RV0368
 RV0368  STATE/COUNTY-  MT/JUDITH BASIN
 RV0368  USGS QUAD   -  BUFFALO (1970)
 RV0368
 RV0368                         *CURRENT SURVEY CONTROL
 RV0368  ___________________________________________________________________
 RV0368* NAD 83(1986)-  46 50 08.     (N)    109 49 19.     (W)     SCALED    
 RV0368* NAVD 88     -      1304.506  (meters)    4279.87   (feet)  ADJUSTED  
 RV0368  ___________________________________________________________________
 RV0368  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 RV0368  DYNAMIC HT  -        1304.270 (meters)    4279.09  (feet)  COMP
 RV0368  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 RV0368
 RV0368  VERT ORDER  -  FIRST     CLASS II
 RV0368
 RV0368.The horizontal coordinates were scaled from a topographic map and have
 RV0368.an estimated accuracy of +/- 6 seconds.
 RV0368
 RV0368.The orthometric height was determined by differential leveling
 RV0368.and adjusted by the National Geodetic Survey in June 1991..
 RV0368
 RV0368.The geoid height was determined by GEOID03.
 RV0368
 RV0368.The dynamic height is computed by dividing the NAVD 88
 RV0368.geopotential number by the normal gravity value computed on the
 RV0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0368.degrees latitude (g = 980.6199 gals.).
 RV0368
 RV0368.The modeled gravity was interpolated from observed gravity values.
 RV0368
 RV0368;                    North         East    Units  Estimated Accuracy
 RV0368;SPC MT       -   287,360.      575,450.      MT  (+/- 180 meters Scaled)
 RV0368
 RV0368                          SUPERSEDED SURVEY CONTROL
 RV0368
 RV0368  NGVD 29 (??/??/92) 1303.557  (m)         4276.75   (f) ADJ UNCH    1 2
 RV0368
 RV0368.Superseded values are not recommended for survey control.
 RV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0368.See file dsdata.txt to determine how the superseded data were derived.
 RV0368
 RV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS898875(NAD 83)
 RV0368_MARKER: DB = BENCH MARK DISK
 RV0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0368_STAMPING: E 177 1961
 RV0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0368+STABILITY: SURFACE MOTION
 RV0368
 RV0368  HISTORY     - Date     Condition        Report By
 RV0368  HISTORY     - 1961     MONUMENTED       CGS
 RV0368
 RV0368                          STATION DESCRIPTION
 RV0368
 RV0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0368'1.1 MI N FROM BUFFALO.
 RV0368'ABOUT 1.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0368'STATION SIGN AT BUFFALO, IN SECTION 3, T 12 N, R 15 E, 0.1 MILE NORTH
 RV0368'OF A WOODEN TRESTLE, 17 POLES NORTH OF MILEPOST 115, 7 POLES SOUTH OF
 RV0368'A ROAD CROSSING, 70 FEET WEST OF THE WEST RAIL, 62 FEET SOUTHWEST OF
 RV0368'THE WEST END OF A 30-INCH TUBULAR CULVERT, 48 FEET NORTHWEST OF A
 RV0368'TELEPHONE POLE, 2 FEET EAST OF A FENCE, 1.4 FEET WEST OF A METAL
 RV0368'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 RV0368'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0403 ***********************************************************************
 SS0403  DESIGNATION -  E 178
 SS0403  PID         -  SS0403
 SS0403  STATE/COUNTY-  MT/JUDITH BASIN
 SS0403  USGS QUAD   -  BYRNE CREEK (1995)
 SS0403
 SS0403                         *CURRENT SURVEY CONTROL
 SS0403  ___________________________________________________________________
 SS0403* NAD 83(1986)-  47 22 03.     (N)    110 34 13.     (W)     SCALED    
 SS0403* NAVD 88     -      1416.010  (meters)    4645.69   (feet)  ADJUSTED  
 SS0403  ___________________________________________________________________
 SS0403  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 SS0403  DYNAMIC HT  -        1415.804 (meters)    4645.02  (feet)  COMP
 SS0403  MODELED GRAV-     980,416.9   (mgal)                       NAVD 88
 SS0403
 SS0403  VERT ORDER  -  SECOND    CLASS 0
 SS0403
 SS0403.The horizontal coordinates were scaled from a topographic map and have
 SS0403.an estimated accuracy of +/- 6 seconds.
 SS0403
 SS0403.The orthometric height was determined by differential leveling
 SS0403.and adjusted by the National Geodetic Survey in June 1991..
 SS0403
 SS0403.The geoid height was determined by GEOID03.
 SS0403
 SS0403.The dynamic height is computed by dividing the NAVD 88
 SS0403.geopotential number by the normal gravity value computed on the
 SS0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0403.degrees latitude (g = 980.6199 gals.).
 SS0403
 SS0403.The modeled gravity was interpolated from observed gravity values.
 SS0403
 SS0403;                    North         East    Units  Estimated Accuracy
 SS0403;SPC MT       -   346,960.      519,210.      MT  (+/- 180 meters Scaled)
 SS0403
 SS0403                          SUPERSEDED SURVEY CONTROL
 SS0403
 SS0403  NGVD 29 (??/??/92) 1415.035  (m)         4642.49   (f) ADJ UNCH    2 0
 SS0403
 SS0403.Superseded values are not recommended for survey control.
 SS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0403.See file dsdata.txt to determine how the superseded data were derived.
 SS0403
 SS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT324460(NAD 83)
 SS0403_MARKER: DB = BENCH MARK DISK
 SS0403_SETTING: 80 = SET IN A BOULDER
 SS0403_SP_SET: BOULDER
 SS0403_STAMPING: E 178 1961
 SS0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0403+STABILITY: SURFACE MOTION
 SS0403
 SS0403  HISTORY     - Date     Condition        Report By
 SS0403  HISTORY     - 1961     MONUMENTED       CGS
 SS0403
 SS0403                          STATION DESCRIPTION
 SS0403
 SS0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0403'11.95 MI NW FROM GEYSER.
 SS0403'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0403'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0403'MILES WEST ALONG A DIRT ROAD, THENCE 1.85 MILES NORTH ALONG A DIRT
 SS0403'ROAD, IN SECTION 34, T 19 N, R 9 E, AT A POINT WHERE A POWER LINE
 SS0403'CROSSES OVER THE ROAD, ON THE INSIDE OF A CURVE AND 63 FEET NORTHEAST
 SS0403'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A GRANITE BOULDER,
 SS0403'40 1/2 FEET NORTHEAST OF A FENCE, 20 FEET NORTHWEST OF A POWER POLE
 SS0403'BRACED BY A GUY WIRE, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND
 SS0403'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0432 ***********************************************************************
 SS0432  DESIGNATION -  E 179
 SS0432  PID         -  SS0432
 SS0432  STATE/COUNTY-  MT/CASCADE
 SS0432  USGS QUAD   -  BLYTHE (1982)
 SS0432
 SS0432                         *CURRENT SURVEY CONTROL
 SS0432  ___________________________________________________________________
 SS0432* NAD 83(1986)-  47 22 28.     (N)    110 50 21.     (W)     SCALED    
 SS0432* NAVD 88     -      1251.375  (meters)    4105.55   (feet)  ADJUSTED  
 SS0432  ___________________________________________________________________
 SS0432  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 SS0432  DYNAMIC HT  -        1251.269 (meters)    4105.20  (feet)  COMP
 SS0432  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 SS0432
 SS0432  VERT ORDER  -  FIRST     CLASS II
 SS0432
 SS0432.The horizontal coordinates were scaled from a topographic map and have
 SS0432.an estimated accuracy of +/- 6 seconds.
 SS0432
 SS0432.The orthometric height was determined by differential leveling
 SS0432.and adjusted by the National Geodetic Survey in June 1991..
 SS0432
 SS0432.The geoid height was determined by GEOID03.
 SS0432
 SS0432.The dynamic height is computed by dividing the NAVD 88
 SS0432.geopotential number by the normal gravity value computed on the
 SS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0432.degrees latitude (g = 980.6199 gals.).
 SS0432
 SS0432.The modeled gravity was interpolated from observed gravity values.
 SS0432
 SS0432;                    North         East    Units  Estimated Accuracy
 SS0432;SPC MT       -   348,050.      498,930.      MT  (+/- 180 meters Scaled)
 SS0432
 SS0432                          SUPERSEDED SURVEY CONTROL
 SS0432
 SS0432  NGVD 29 (??/??/92) 1250.453  (m)         4102.53   (f) ADJ UNCH    1 2
 SS0432
 SS0432.Superseded values are not recommended for survey control.
 SS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0432.See file dsdata.txt to determine how the superseded data were derived.
 SS0432
 SS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT121467(NAD 83)
 SS0432_MARKER: DB = BENCH MARK DISK
 SS0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0432_SP_SET: 32 FT.
 SS0432_STAMPING: E 179 1961
 SS0432_PROJECTION: PROJECTING 13 CENTIMETERS
 SS0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0432_ROD/PIPE-DEPTH: 9.8  meters
 SS0432
 SS0432  HISTORY     - Date     Condition        Report By
 SS0432  HISTORY     - 1961     MONUMENTED       CGS
 SS0432  HISTORY     - 1980     GOOD             NGS
 SS0432
 SS0432                          STATION DESCRIPTION
 SS0432
 SS0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0432'6.1 MI E FROM BELT.
 SS0432'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0432'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0432'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0432'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0432'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 33, T 19
 SS0432'N, R 7 E, ON THE OUTSIDE OF A CURVE AND 46 FEET SOUTHEAST OF THE
 SS0432'CENTER LINE OF THE GRAVELED ROAD, 26 FEET SOUTH OF THE CENTER OF A
 SS0432'WIRE GATE, 2 1/2 FEET NORTHWEST OF A FENCE, 0.7 FEET SOUTH OF A METAL
 SS0432'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE
 SS0432'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 32
 SS0432'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
 SS0432
 SS0432                          STATION RECOVERY (1980)
 SS0432
 SS0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0432'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0432'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, THENCE 6.9
 SS0432'KM (4.3 MI) EAST ALONG A GRAVEL ROAD, THENCE 1.6 KM (1 MI) EAST ALONG
 SS0432'A GRAVELED ROAD, ON THE OUTSIDE OF A CURVE, 14.0 METERS (46 FT) SOUTH-
 SS0432'EAST OF THE ROAD CENTER, 7.9 METERS (26 FT) SOUTH OF THE CENTER
 SS0432'OF A GATE AND 0.5 METER (1.5 FT) NORTHWEST OF A FENCE.
 SS0432'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 SS0432'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0762 ***********************************************************************
 SR0762  DESIGNATION -  E 181
 SR0762  PID         -  SR0762
 SR0762  STATE/COUNTY-  MT/JUDITH BASIN
 SR0762  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0762
 SR0762                         *CURRENT SURVEY CONTROL
 SR0762  ___________________________________________________________________
 SR0762* NAD 83(1986)-  47 07 43.     (N)    109 46 41.     (W)     SCALED    
 SR0762* NAVD 88     -      1199.959  (meters)    3936.87   (feet)  ADJUSTED  
 SR0762  ___________________________________________________________________
 SR0762  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 SR0762  DYNAMIC HT  -        1199.820 (meters)    3936.41  (feet)  COMP
 SR0762  MODELED GRAV-     980,455.8   (mgal)                       NAVD 88
 SR0762
 SR0762  VERT ORDER  -  SECOND    CLASS 0
 SR0762
 SR0762.The horizontal coordinates were scaled from a topographic map and have
 SR0762.an estimated accuracy of +/- 6 seconds.
 SR0762
 SR0762.The orthometric height was determined by differential leveling
 SR0762.and adjusted by the National Geodetic Survey in June 1991..
 SR0762
 SR0762.The geoid height was determined by GEOID03.
 SR0762
 SR0762.The dynamic height is computed by dividing the NAVD 88
 SR0762.geopotential number by the normal gravity value computed on the
 SR0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0762.degrees latitude (g = 980.6199 gals.).
 SR0762
 SR0762.The modeled gravity was interpolated from observed gravity values.
 SR0762
 SR0762;                    North         East    Units  Estimated Accuracy
 SR0762;SPC MT       -   319,900.      578,920.      MT  (+/- 180 meters Scaled)
 SR0762
 SR0762                          SUPERSEDED SURVEY CONTROL
 SR0762
 SR0762  NGVD 29 (??/??/92) 1199.065  (m)         3933.93   (f) ADJ UNCH    2 0
 SR0762
 SR0762.Superseded values are not recommended for survey control.
 SR0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0762.See file dsdata.txt to determine how the superseded data were derived.
 SR0762
 SR0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT926201(NAD 83)
 SR0762_MARKER: DB = BENCH MARK DISK
 SR0762_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0762_SP_SET: 18 FT.
 SR0762_STAMPING: E 181 1961
 SR0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0762
 SR0762  HISTORY     - Date     Condition        Report By
 SR0762  HISTORY     - 1961     MONUMENTED       CGS
 SR0762
 SR0762                          STATION DESCRIPTION
 SR0762
 SR0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0762'2.05 MI N FROM KOLIN.
 SR0762'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0762'KOLIN, THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 23, T
 SR0762'16 N, R 15 E, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 8 FEET
 SR0762'NORTH OF POWER POLE NUMBER 27 E 13, 2 FEET EAST OF A FENCE, 1.2 FEET
 SR0762'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 SR0762'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 18
 SR0762'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0297 ***********************************************************************
 SS0297  DESIGNATION -  E 182
 SS0297  PID         -  SS0297
 SS0297  STATE/COUNTY-  MT/JUDITH BASIN
 SS0297  USGS QUAD   -  STANFORD NE (1978)
 SS0297
 SS0297                         *CURRENT SURVEY CONTROL
 SS0297  ___________________________________________________________________
 SS0297* NAD 83(1986)-  47 09 09.     (N)    110 00 37.     (W)     SCALED    
 SS0297* NAVD 88     -      1193.449  (meters)    3915.51   (feet)  ADJUSTED  
 SS0297  ___________________________________________________________________
 SS0297  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 SS0297  DYNAMIC HT  -        1193.294 (meters)    3915.00  (feet)  COMP
 SS0297  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 SS0297
 SS0297  VERT ORDER  -  SECOND    CLASS 0
 SS0297
 SS0297.The horizontal coordinates were scaled from a topographic map and have
 SS0297.an estimated accuracy of +/- 6 seconds.
 SS0297
 SS0297.The orthometric height was determined by differential leveling
 SS0297.and adjusted by the National Geodetic Survey in June 1991..
 SS0297
 SS0297.The geoid height was determined by GEOID03.
 SS0297
 SS0297.The dynamic height is computed by dividing the NAVD 88
 SS0297.geopotential number by the normal gravity value computed on the
 SS0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0297.degrees latitude (g = 980.6199 gals.).
 SS0297
 SS0297.The modeled gravity was interpolated from observed gravity values.
 SS0297
 SS0297;                    North         East    Units  Estimated Accuracy
 SS0297;SPC MT       -   322,650.      561,330.      MT  (+/- 180 meters Scaled)
 SS0297
 SS0297                          SUPERSEDED SURVEY CONTROL
 SS0297
 SS0297  NGVD 29 (??/??/92) 1192.530  (m)         3912.49   (f) ADJ UNCH    2 0
 SS0297
 SS0297.Superseded values are not recommended for survey control.
 SS0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0297.See file dsdata.txt to determine how the superseded data were derived.
 SS0297
 SS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT750225(NAD 83)
 SS0297_MARKER: DB = BENCH MARK DISK
 SS0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0297_STAMPING: E 182 1961
 SS0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0297+STABILITY: SURFACE MOTION
 SS0297
 SS0297  HISTORY     - Date     Condition        Report By
 SS0297  HISTORY     - 1961     MONUMENTED       CGS
 SS0297
 SS0297                          STATION DESCRIPTION
 SS0297
 SS0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0297'6.0 MI N FROM BENCHLAND.
 SS0297'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0297'AT BENCHLAND, THENCE 5.6 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0297'18, T 16 N, R 14 E, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 29
 SS0297'FEET SOUTH OF A FENCE CORNER, 2 1/2 FEET SOUTH OF A POWER POLE AND IN
 SS0297'LINE WITH A ROW OF POWER POLES, 1.2 FEET NORTH OF A METAL WITNESS
 SS0297'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SS0297'A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0432 ***********************************************************************
 SR0432  DESIGNATION -  E 183
 SR0432  PID         -  SR0432
 SR0432  STATE/COUNTY-  MT/FERGUS
 SR0432  USGS QUAD   -  HILGER NW (1985)
 SR0432
 SR0432                         *CURRENT SURVEY CONTROL
 SR0432  ___________________________________________________________________
 SR0432* NAD 83(1986)-  47 29 36.     (N)    109 26 08.     (W)     SCALED    
 SR0432* NAVD 88     -      1023.064  (meters)    3356.50   (feet)  ADJUSTED  
 SR0432  ___________________________________________________________________
 SR0432  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SR0432  DYNAMIC HT  -        1023.012 (meters)    3356.33  (feet)  COMP
 SR0432  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 SR0432
 SR0432  VERT ORDER  -  SECOND    CLASS 0
 SR0432
 SR0432.The horizontal coordinates were scaled from a topographic map and have
 SR0432.an estimated accuracy of +/- 6 seconds.
 SR0432
 SR0432.The orthometric height was determined by differential leveling
 SR0432.and adjusted by the National Geodetic Survey in June 1991..
 SR0432
 SR0432.The geoid height was determined by GEOID03.
 SR0432
 SR0432.The dynamic height is computed by dividing the NAVD 88
 SR0432.geopotential number by the normal gravity value computed on the
 SR0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0432.degrees latitude (g = 980.6199 gals.).
 SR0432
 SR0432.The modeled gravity was interpolated from observed gravity values.
 SR0432
 SR0432;                    North         East    Units  Estimated Accuracy
 SR0432;SPC MT       -   360,390.      604,850.      MT  (+/- 180 meters Scaled)
 SR0432
 SR0432                          SUPERSEDED SURVEY CONTROL
 SR0432
 SR0432  NGVD 29 (??/??/92) 1022.232  (m)         3353.77   (f) ADJ UNCH    2 0
 SR0432
 SR0432.Superseded values are not recommended for survey control.
 SR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0432.See file dsdata.txt to determine how the superseded data were derived.
 SR0432
 SR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT178611(NAD 83)
 SR0432_MARKER: DB = BENCH MARK DISK
 SR0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0432_STAMPING: E 183 1961
 SR0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0432+STABILITY: SURFACE MOTION
 SR0432
 SR0432  HISTORY     - Date     Condition        Report By
 SR0432  HISTORY     - 1961     MONUMENTED       CGS
 SR0432
 SR0432                          STATION DESCRIPTION
 SR0432
 SR0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0432'5.7 MI NW FROM SUFFOLK.
 SR0432'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0432'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0432'THENCE 4.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.8 MILE NORTHEAST
 SR0432'ALONG A GRADED DIRT ROAD, IN SECTION 21, T 20 N, R 18 E, 0.4 MILE
 SR0432'NORTHEAST OF SOME RANCH BUILDINGS ON THE J. HAMILTON RANCH, 0.15 MILE
 SR0432'NORTHEAST OF A CURVE IN THE ROAD, 48 FEET SOUTHEAST OF THE CENTER LINE
 SR0432'OF THE ROAD, 51 FEET SOUTH OF THE SOUTH CORNER OF A SMALL WOODEN
 SR0432'BRIDGE, 9 1/2 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET NORTHWEST
 SR0432'OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 SR0432'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0432'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0621 ***********************************************************************
 SR0621  DESIGNATION -  E 184
 SR0621  PID         -  SR0621
 SR0621  STATE/COUNTY-  MT/FERGUS
 SR0621  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0621
 SR0621                         *CURRENT SURVEY CONTROL
 SR0621  ___________________________________________________________________
 SR0621* NAD 83(1986)-  47 26 18.     (N)    109 38 22.     (W)     SCALED    
 SR0621* NAVD 88     -      1007.234  (meters)    3304.57   (feet)  ADJUSTED  
 SR0621  ___________________________________________________________________
 SR0621  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 SR0621  DYNAMIC HT  -        1007.178 (meters)    3304.38  (feet)  COMP
 SR0621  MODELED GRAV-     980,522.4   (mgal)                       NAVD 88
 SR0621
 SR0621  VERT ORDER  -  SECOND    CLASS 0
 SR0621
 SR0621.The horizontal coordinates were scaled from a topographic map and have
 SR0621.an estimated accuracy of +/- 6 seconds.
 SR0621
 SR0621.The orthometric height was determined by differential leveling
 SR0621.and adjusted by the National Geodetic Survey in June 1991..
 SR0621
 SR0621.The geoid height was determined by GEOID03.
 SR0621
 SR0621.The dynamic height is computed by dividing the NAVD 88
 SR0621.geopotential number by the normal gravity value computed on the
 SR0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0621.degrees latitude (g = 980.6199 gals.).
 SR0621
 SR0621.The modeled gravity was interpolated from observed gravity values.
 SR0621
 SR0621;                    North         East    Units  Estimated Accuracy
 SR0621;SPC MT       -   354,290.      589,490.      MT  (+/- 180 meters Scaled)
 SR0621
 SR0621                          SUPERSEDED SURVEY CONTROL
 SR0621
 SR0621  NGVD 29 (??/??/92) 1006.394  (m)         3301.81   (f) ADJ UNCH    2 0
 SR0621
 SR0621.Superseded values are not recommended for survey control.
 SR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0621.See file dsdata.txt to determine how the superseded data were derived.
 SR0621
 SR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT025547(NAD 83)
 SR0621_MARKER: DB = BENCH MARK DISK
 SR0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0621_STAMPING: E 184 1961
 SR0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0621+STABILITY: SURFACE MOTION
 SR0621
 SR0621  HISTORY     - Date     Condition        Report By
 SR0621  HISTORY     - 1961     MONUMENTED       CGS
 SR0621
 SR0621                          STATION DESCRIPTION
 SR0621
 SR0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0621'23.3 MI SW FROM WINIFRED.
 SR0621'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0621'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0621'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0621'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0621'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 9.15 MILES
 SR0621'SOUTH ALONG A GRAVELED ROAD, OR 1.2 MILES NORTHWEST ALONG A GRAVELED
 SR0621'ROAD FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SR0621'STATION AT DENTON, THENCE 1.75 MILES NORTH ALONG A GRAVELED ROAD,
 SR0621'THENCE 1.1 MILES EAST ALONG A TRACK ROAD, THENCE 0.25 MILE NORTH ALONG
 SR0621'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT AND GRAVELED
 SR0621'ROAD, THENCE 1.0 MILE NORTH AND 15.8 MILES EAST ALONG A GRAVELED ROAD,
 SR0621'IN SECTION 2, T 19 N, R 16 E, AT A CURVE AND 96 FEET SOUTHEAST OF THE
 SR0621'CENTER LINE OF THE ROAD, 63 FEET WEST OF THE CENTER LINE OF A PRIVATE
 SR0621'ROAD LEADING SOUTH, 2 FEET NORTH OF A FENCE, 1.5 FEET SOUTHEAST OF A
 SR0621'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SR0621'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0708 ***********************************************************************
 SR0708  DESIGNATION -  E 185
 SR0708  PID         -  SR0708
 SR0708  STATE/COUNTY-  MT/FERGUS
 SR0708  USGS QUAD   -  TONEY BENCH (1978)
 SR0708
 SR0708                         *CURRENT SURVEY CONTROL
 SR0708  ___________________________________________________________________
 SR0708* NAD 83(1986)-  47 15 06.     (N)    109 39 05.     (W)     SCALED    
 SR0708* NAVD 88     -      1070.932  (meters)    3513.55   (feet)  ADJUSTED  
 SR0708  ___________________________________________________________________
 SR0708  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 SR0708  DYNAMIC HT  -        1070.834 (meters)    3513.23  (feet)  COMP
 SR0708  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 SR0708
 SR0708  VERT ORDER  -  SECOND    CLASS 0
 SR0708
 SR0708.The horizontal coordinates were scaled from a topographic map and have
 SR0708.an estimated accuracy of +/- 6 seconds.
 SR0708
 SR0708.The orthometric height was determined by differential leveling
 SR0708.and adjusted by the National Geodetic Survey in June 1991..
 SR0708
 SR0708.The geoid height was determined by GEOID03.
 SR0708
 SR0708.The dynamic height is computed by dividing the NAVD 88
 SR0708.geopotential number by the normal gravity value computed on the
 SR0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0708.degrees latitude (g = 980.6199 gals.).
 SR0708
 SR0708.The modeled gravity was interpolated from observed gravity values.
 SR0708
 SR0708;                    North         East    Units  Estimated Accuracy
 SR0708;SPC MT       -   333,550.      588,550.      MT  (+/- 180 meters Scaled)
 SR0708
 SR0708                          SUPERSEDED SURVEY CONTROL
 SR0708
 SR0708  NGVD 29 (??/??/92) 1070.060  (m)         3510.69   (f) ADJ UNCH    2 0
 SR0708
 SR0708.Superseded values are not recommended for survey control.
 SR0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0708.See file dsdata.txt to determine how the superseded data were derived.
 SR0708
 SR0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT020340(NAD 83)
 SR0708_MARKER: DB = BENCH MARK DISK
 SR0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0708_STAMPING: E 185 1961
 SR0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0708+STABILITY: SURFACE MOTION
 SR0708
 SR0708  HISTORY     - Date     Condition        Report By
 SR0708  HISTORY     - 1961     MONUMENTED       CGS
 SR0708
 SR0708                          STATION DESCRIPTION
 SR0708
 SR0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0708'12.15 MI NW FROM BROOKS.
 SR0708'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0708'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0708'THENCE 11.9 MILES EAST ALONG A PAVED ROAD, IN SECTION 11, T 17 N, R 16
 SR0708'E, 0.1 MILE SOUTHWEST OF A SMALL EARTH DAM IN A PASTURE, 50 FEET
 SR0708'NORTHEAST OF THE CENTER LINE OF THE ROAD, 36 FEET NORTHWEST OF THE
 SR0708'CENTER OF A GATE AND A TRAIL ROAD, 2 FEET SOUTHWEST OF A FENCE, 2.0
 SR0708'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 SR0708'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0708'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0168 ***********************************************************************
 SR0168  DESIGNATION -  E 186
 SR0168  PID         -  SR0168
 SR0168  STATE/COUNTY-  MT/FERGUS
 SR0168  USGS QUAD   -  FISH DAM (1986)
 SR0168
 SR0168                         *CURRENT SURVEY CONTROL
 SR0168  ___________________________________________________________________
 SR0168* NAD 83(1986)-  47 06 12.     (N)    108 54 10.     (W)     SCALED    
 SR0168* NAVD 88     -      1123.928  (meters)    3687.42   (feet)  ADJUSTED  
 SR0168  ___________________________________________________________________
 SR0168  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 SR0168  DYNAMIC HT  -        1123.832 (meters)    3687.11  (feet)  COMP
 SR0168  MODELED GRAV-     980,488.2   (mgal)                       NAVD 88
 SR0168
 SR0168  VERT ORDER  -  SECOND    CLASS 0
 SR0168
 SR0168.The horizontal coordinates were scaled from a topographic map and have
 SR0168.an estimated accuracy of +/- 6 seconds.
 SR0168
 SR0168.The orthometric height was determined by differential leveling
 SR0168.and adjusted by the National Geodetic Survey in June 1991..
 SR0168
 SR0168.The geoid height was determined by GEOID03.
 SR0168
 SR0168.The dynamic height is computed by dividing the NAVD 88
 SR0168.geopotential number by the normal gravity value computed on the
 SR0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0168.degrees latitude (g = 980.6199 gals.).
 SR0168
 SR0168.The modeled gravity was interpolated from observed gravity values.
 SR0168
 SR0168;                    North         East    Units  Estimated Accuracy
 SR0168;SPC MT       -   317,230.      645,310.      MT  (+/- 180 meters Scaled)
 SR0168
 SR0168                          SUPERSEDED SURVEY CONTROL
 SR0168
 SR0168  NGVD 29 (??/??/92) 1123.124  (m)         3684.78   (f) ADJ UNCH    2 0
 SR0168
 SR0168.Superseded values are not recommended for survey control.
 SR0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0168.See file dsdata.txt to determine how the superseded data were derived.
 SR0168
 SR0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT591187(NAD 83)
 SR0168_MARKER: DB = BENCH MARK DISK
 SR0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0168_STAMPING: E 186 1961
 SR0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0168+STABILITY: SURFACE MOTION
 SR0168
 SR0168  HISTORY     - Date     Condition        Report By
 SR0168  HISTORY     - 1961     MONUMENTED       CGS
 SR0168
 SR0168                          STATION DESCRIPTION
 SR0168
 SR0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0168'28.7 MI NE FROM LEWISTOWN.
 SR0168'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0168'STATION AT LEWISTOWN, THENCE 22.25 MILES EAST ALONG U. S. HIGHWAY 87
 SR0168'AND STATE HIGHWAY 20, THENCE 5.35 MILES NORTHEAST ALONG A GRADED DIRT
 SR0168'ROAD, THENCE 0.9 MILE EAST ALONG A TRACK ROAD, IN SECTION 2, T 16 N, R
 SR0168'22 E, 100 YARDS NORTHEAST OF A CURVE IN THE ROAD, AT THE FOOT OF A
 SR0168'STEEP HILL, 55 FEET WEST OF THE CENTER LINE OF THE ROAD, 184 FEET
 SR0168'SOUTHEAST OF A FENCE, 67 FEET SOUTHEAST OF A PINE TREE, 2.5 FEET
 SR0168'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SR0168'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0670 ***********************************************************************
 SR0670  DESIGNATION -  E 187
 SR0670  PID         -  SR0670
 SR0670  STATE/COUNTY-  MT/FERGUS
 SR0670  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0670
 SR0670                         *CURRENT SURVEY CONTROL
 SR0670  ___________________________________________________________________
 SR0670* NAD 83(1986)-  47 26 28.     (N)    109 54 20.     (W)     SCALED    
 SR0670* NAVD 88     -       993.625  (meters)    3259.92   (feet)  ADJUSTED  
 SR0670  ___________________________________________________________________
 SR0670  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 SR0670  DYNAMIC HT  -         993.564 (meters)    3259.72  (feet)  COMP
 SR0670  MODELED GRAV-     980,517.6   (mgal)                       NAVD 88
 SR0670
 SR0670  VERT ORDER  -  SECOND    CLASS 0
 SR0670
 SR0670.The horizontal coordinates were scaled from a topographic map and have
 SR0670.an estimated accuracy of +/- 6 seconds.
 SR0670
 SR0670.The orthometric height was determined by differential leveling
 SR0670.and adjusted by the National Geodetic Survey in June 1991..
 SR0670
 SR0670.The geoid height was determined by GEOID03.
 SR0670
 SR0670.The dynamic height is computed by dividing the NAVD 88
 SR0670.geopotential number by the normal gravity value computed on the
 SR0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0670.degrees latitude (g = 980.6199 gals.).
 SR0670
 SR0670.The modeled gravity was interpolated from observed gravity values.
 SR0670
 SR0670;                    North         East    Units  Estimated Accuracy
 SR0670;SPC MT       -   354,670.      569,430.      MT  (+/- 180 meters Scaled)
 SR0670
 SR0670                          SUPERSEDED SURVEY CONTROL
 SR0670
 SR0670  NGVD 29 (??/??/92)  992.770  (m)         3257.11   (f) ADJ UNCH    2 0
 SR0670
 SR0670.Superseded values are not recommended for survey control.
 SR0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0670.See file dsdata.txt to determine how the superseded data were derived.
 SR0670
 SR0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT825547(NAD 83)
 SR0670_MARKER: DB = BENCH MARK DISK
 SR0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0670_STAMPING: E 187 1961
 SR0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0670+STABILITY: SURFACE MOTION
 SR0670
 SR0670  HISTORY     - Date     Condition        Report By
 SR0670  HISTORY     - 1961     MONUMENTED       CGS
 SR0670
 SR0670                          STATION DESCRIPTION
 SR0670
 SR0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0670'11.5 MI NE FROM DENTON.
 SR0670'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0670'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0670'7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.15 MILES EAST ALONG A
 SR0670'GRAVELED AND DIRT ROAD, IN SECTION 2, T 19 N, R 14 E, AT A CURVE AND
 SR0670'21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 177 FEET WEST OF AND
 SR0670'ACROSS COFFEE CREEK FROM A 36-INCH COTTONWOOD TREE, 149 FEET WEST OF
 SR0670'THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE OVER COFFEE CREEK, 23
 SR0670'FEET EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH, 1 1/2 FEET
 SR0670'SOUTH OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 SR0670'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0036 ***********************************************************************
 RW0036  DESIGNATION -  E 188
 RW0036  PID         -  RW0036
 RW0036  STATE/COUNTY-  MT/JUDITH BASIN
 RW0036  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0036
 RW0036                         *CURRENT SURVEY CONTROL
 RW0036  ___________________________________________________________________
 RW0036* NAD 83(1986)-  46 53 00.     (N)    110 20 58.     (W)     SCALED    
 RW0036* NAVD 88     -      1700.985  (meters)    5580.65   (feet)  ADJUSTED  
 RW0036  ___________________________________________________________________
 RW0036  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 RW0036  DYNAMIC HT  -        1700.572 (meters)    5579.29  (feet)  COMP
 RW0036  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 RW0036
 RW0036  VERT ORDER  -  SECOND    CLASS 0
 RW0036
 RW0036.The horizontal coordinates were scaled from a topographic map and have
 RW0036.an estimated accuracy of +/- 6 seconds.
 RW0036
 RW0036.The orthometric height was determined by differential leveling
 RW0036.and adjusted by the National Geodetic Survey in June 1991..
 RW0036
 RW0036.The geoid height was determined by GEOID03.
 RW0036
 RW0036.The dynamic height is computed by dividing the NAVD 88
 RW0036.geopotential number by the normal gravity value computed on the
 RW0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0036.degrees latitude (g = 980.6199 gals.).
 RW0036
 RW0036.The modeled gravity was interpolated from observed gravity values.
 RW0036
 RW0036;                    North         East    Units  Estimated Accuracy
 RW0036;SPC MT       -   292,970.      535,300.      MT  (+/- 180 meters Scaled)
 RW0036
 RW0036                          SUPERSEDED SURVEY CONTROL
 RW0036
 RW0036  NGVD 29 (??/??/92) 1699.947  (m)         5577.24   (f) ADJ UNCH    2 0
 RW0036
 RW0036.Superseded values are not recommended for survey control.
 RW0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0036.See file dsdata.txt to determine how the superseded data were derived.
 RW0036
 RW0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS495924(NAD 83)
 RW0036_MARKER: DB = BENCH MARK DISK
 RW0036_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RW0036_SP_SET: 8 FEET
 RW0036_STAMPING: E 188 1961
 RW0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0036
 RW0036  HISTORY     - Date     Condition        Report By
 RW0036  HISTORY     - 1961     MONUMENTED       CGS
 RW0036
 RW0036                          STATION DESCRIPTION
 RW0036
 RW0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0036'15.55 MI SW FROM UTICA.
 RW0036'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0036'CHURCH AT UTICA, THENCE 5.3 MILES WEST ALONG A DIRT ROAD, IN SECTION
 RW0036'17, T 13 N, R 11 E, 3.55 MILES WEST OF THE HEADQUARTERS FOR THE JUDITH
 RW0036'GAME MANAGEMENT AREA, IN THE LEWIS AND CLARK NATIONAL FOREST, 0.85
 RW0036'MILE WEST OF A SIGN READING LEWIS AND CLARK NATIONAL FOREST, 0.3 MILE
 RW0036'WEST OF A CATTLE GUARD, AT THE HEAD OF A CANYON, 38 FEET SOUTHEAST OF
 RW0036'THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 RW0036'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 RW0036'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS
 RW0036'ENCASED IN A 6-INCH TILE THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0257 ***********************************************************************
 SS0257  DESIGNATION -  E 189
 SS0257  PID         -  SS0257
 SS0257  STATE/COUNTY-  MT/JUDITH BASIN
 SS0257  USGS QUAD   -  STANFORD (1978)
 SS0257
 SS0257                         *CURRENT SURVEY CONTROL
 SS0257  ___________________________________________________________________
 SS0257* NAD 83(1986)-  47 14 47.     (N)    110 11 31.     (W)     SCALED    
 SS0257* NAVD 88     -      1210.918  (meters)    3972.82   (feet)  ADJUSTED  
 SS0257  ___________________________________________________________________
 SS0257  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 SS0257  DYNAMIC HT  -        1210.786 (meters)    3972.39  (feet)  COMP
 SS0257  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 SS0257
 SS0257  VERT ORDER  -  SECOND    CLASS 0
 SS0257
 SS0257.The horizontal coordinates were scaled from a topographic map and have
 SS0257.an estimated accuracy of +/- 6 seconds.
 SS0257
 SS0257.The orthometric height was determined by differential leveling
 SS0257.and adjusted by the National Geodetic Survey in June 1991..
 SS0257
 SS0257.The geoid height was determined by GEOID03.
 SS0257
 SS0257.The dynamic height is computed by dividing the NAVD 88
 SS0257.geopotential number by the normal gravity value computed on the
 SS0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0257.degrees latitude (g = 980.6199 gals.).
 SS0257
 SS0257.The modeled gravity was interpolated from observed gravity values.
 SS0257
 SS0257;                    North         East    Units  Estimated Accuracy
 SS0257;SPC MT       -   333,180.      547,650.      MT  (+/- 180 meters Scaled)
 SS0257
 SS0257                          SUPERSEDED SURVEY CONTROL
 SS0257
 SS0257  NGVD 29 (??/??/92) 1210.022  (m)         3969.88   (f) ADJ UNCH    2 0
 SS0257
 SS0257.Superseded values are not recommended for survey control.
 SS0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0257.See file dsdata.txt to determine how the superseded data were derived.
 SS0257
 SS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT611328(NAD 83)
 SS0257_MARKER: DB = BENCH MARK DISK
 SS0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0257_STAMPING: E 189 1961
 SS0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0257+STABILITY: SURFACE MOTION
 SS0257
 SS0257  HISTORY     - Date     Condition        Report By
 SS0257  HISTORY     - 1961     MONUMENTED       CGS
 SS0257
 SS0257                          STATION DESCRIPTION
 SS0257
 SS0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0257'7.4 MI S FROM ARROW CREEK.
 SS0257'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0257'RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK, THENCE
 SS0257'7.2 MILES SOUTH ALONG STATE SECONDARY ROAD 230, OR 0.3 MILE NORTHWEST
 SS0257'ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT STANFORD, THENCE
 SS0257'0.8 MILE EAST AND 6.75 MILES NORTH ALONG STATE SECONDARY ROAD 230, IN
 SS0257'SECTION 9, T 17 N, R 12 E, 0.25 MILE NORTH OF THE JUNCTION OF THE ROAD
 SS0257'AND A ROAD LEADING EAST, 89 FEET WEST OF THE CENTER LINE OF THE ROAD,
 SS0257'3 FEET EAST OF A POWER POLE, 2 FEET EAST OF A FENCE, 1.4 FEET WEST OF
 SS0257'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND
 SS0257'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0282 ***********************************************************************
 TH0282  DESIGNATION -  E 19
 TH0282  PID         -  TH0282
 TH0282  STATE/COUNTY-  MT/VALLEY
 TH0282  USGS QUAD   -  OSWEGO (1972)
 TH0282
 TH0282                         *CURRENT SURVEY CONTROL
 TH0282  ___________________________________________________________________
 TH0282* NAD 83(1986)-  48 03 13.     (N)    105 54 21.     (W)     SCALED    
 TH0282* NAVD 88     -       616.495  (meters)    2022.62   (feet)  ADJUSTED  
 TH0282  ___________________________________________________________________
 TH0282  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TH0282  DYNAMIC HT  -         616.564 (meters)    2022.84  (feet)  COMP
 TH0282  MODELED GRAV-     980,703.2   (mgal)                       NAVD 88
 TH0282
 TH0282  VERT ORDER  -  FIRST     CLASS II
 TH0282
 TH0282.The horizontal coordinates were scaled from a topographic map and have
 TH0282.an estimated accuracy of +/- 6 seconds.
 TH0282
 TH0282.The orthometric height was determined by differential leveling
 TH0282.and adjusted by the National Geodetic Survey in June 1991..
 TH0282
 TH0282.The geoid height was determined by GEOID03.
 TH0282
 TH0282.The dynamic height is computed by dividing the NAVD 88
 TH0282.geopotential number by the normal gravity value computed on the
 TH0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0282.degrees latitude (g = 980.6199 gals.).
 TH0282
 TH0282.The modeled gravity was interpolated from observed gravity values.
 TH0282
 TH0282;                    North         East    Units  Estimated Accuracy
 TH0282;SPC MT       -   428,800.      867,730.      MT  (+/- 180 meters Scaled)
 TH0282
 TH0282                          SUPERSEDED SURVEY CONTROL
 TH0282
 TH0282  NGVD 29 (??/??/92)  615.894  (m)         2020.65   (f) ADJ UNCH    1 2
 TH0282
 TH0282.Superseded values are not recommended for survey control.
 TH0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0282.See file dsdata.txt to determine how the superseded data were derived.
 TH0282
 TH0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP324226(NAD 83)
 TH0282_MARKER: DB = BENCH MARK DISK
 TH0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TH0282_SP_SET: CULVERT
 TH0282_STAMPING: 2020.646
 TH0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0282
 TH0282  HISTORY     - Date     Condition        Report By
 TH0282  HISTORY     - UNK      MONUMENTED       CGS
 TH0282  HISTORY     - 1948     GOOD             NGS
 TH0282  HISTORY     - 1980     MARK NOT FOUND   NGS
 TH0282
 TH0282                          STATION DESCRIPTION
 TH0282
 TH0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TH0282'1.2 MI W FROM OSWEGO.
 TH0282'1.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0282'OSWEGO, VALLEY COUNTY, AT CONCRETE CULVERT 240/52, IN THE TOP OF THE
 TH0282'EAST END OF THE SOUTH HEADWALL, 10.4 FEET SOUTH OF THE SOUTH RAIL OF
 TH0282'THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 TH0282'2020.646.
 TH0282
 TH0282                          STATION RECOVERY (1980)
 TH0282
 TH0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TH0282'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0480 ***********************************************************************
 SS0480  DESIGNATION -  E 190
 SS0480  PID         -  SS0480
 SS0480  STATE/COUNTY-  MT/JUDITH BASIN
 SS0480  USGS QUAD   -  MIXES BALDY (1995)
 SS0480
 SS0480                         *CURRENT SURVEY CONTROL
 SS0480  ___________________________________________________________________
 SS0480* NAD 83(1986)-  47 02 39.     (N)    110 30 48.     (W)     SCALED    
 SS0480* NAVD 88     -      1738.335  (meters)    5703.19   (feet)  ADJUSTED  
 SS0480  ___________________________________________________________________
 SS0480  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 SS0480  DYNAMIC HT  -        1737.825 (meters)    5701.51  (feet)  COMP
 SS0480  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 SS0480
 SS0480  VERT ORDER  -  SECOND    CLASS 0
 SS0480
 SS0480.The horizontal coordinates were scaled from a topographic map and have
 SS0480.an estimated accuracy of +/- 6 seconds.
 SS0480
 SS0480.The orthometric height was determined by differential leveling
 SS0480.and adjusted by the National Geodetic Survey in June 1991..
 SS0480
 SS0480.The geoid height was determined by GEOID03.
 SS0480
 SS0480.The dynamic height is computed by dividing the NAVD 88
 SS0480.geopotential number by the normal gravity value computed on the
 SS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0480.degrees latitude (g = 980.6199 gals.).
 SS0480
 SS0480.The modeled gravity was interpolated from observed gravity values.
 SS0480
 SS0480;                    North         East    Units  Estimated Accuracy
 SS0480;SPC MT       -   310,980.      523,040.      MT  (+/- 180 meters Scaled)
 SS0480
 SS0480                          SUPERSEDED SURVEY CONTROL
 SS0480
 SS0480  NGVD 29 (??/??/92) 1737.174  (m)         5699.38   (f) ADJ UNCH    2 0
 SS0480
 SS0480.Superseded values are not recommended for survey control.
 SS0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0480.See file dsdata.txt to determine how the superseded data were derived.
 SS0480
 SS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT369101(NAD 83)
 SS0480_MARKER: DB = BENCH MARK DISK
 SS0480_SETTING: 80 = SET IN A BOULDER
 SS0480_SP_SET: BOULDER
 SS0480_STAMPING: E 190 1961
 SS0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0480+STABILITY: SURFACE MOTION
 SS0480
 SS0480  HISTORY     - Date     Condition        Report By
 SS0480  HISTORY     - 1961     MONUMENTED       CGS
 SS0480  HISTORY     - 1984     GOOD             NGS
 SS0480
 SS0480                          STATION DESCRIPTION
 SS0480
 SS0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0480'23.15 MI SW FROM STANFORD.
 SS0480'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0480'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0480'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0480'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 5.15 MILES WEST ALONG A
 SS0480'GRAVELED ROAD, THENCE 2.25 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 SS0480'THENCE 2.1 MILES NORTHWEST ALONG A DIRT ROAD, OR 6.35 MILES SOUTHEAST
 SS0480'ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23 SCHOOL AT MONARCH, THENCE
 SS0480'6.05 MILES NORTHEAST ALONG RUBY CREEK ROAD 613, THENCE 2.35 MILES EAST
 SS0480'ALONG A GRAVELED ROAD, THENCE 7.1 MILES EAST ALONG A DIRT ROAD, IN
 SS0480'SECTION 19, T 15 N, R 10 E, IN LEWIS AND CLARK NATIONAL FOREST, 1.15
 SS0480'MILES NORTHWEST OF AND ACROSS THE ROAD FROM A GATE, 48 FEET WEST OF
 SS0480'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A FLAT ROCK OUTCROP, AT
 SS0480'THE FOOT OF THE EAST SLOPE OF A HILL, 7 FEET NORTH OF THE NORTHEAST
 SS0480'CORNER OF A 6 X 6 FOOT BOULDER, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 SS0480'THE ROAD.
 SS0480
 SS0480                          STATION RECOVERY (1984)
 SS0480
 SS0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0309 ***********************************************************************
 SS0309  DESIGNATION -  E 191
 SS0309  PID         -  SS0309
 SS0309  STATE/COUNTY-  MT/CASCADE
 SS0309  USGS QUAD   -  MONARCH (1995)
 SS0309
 SS0309                         *CURRENT SURVEY CONTROL
 SS0309  ___________________________________________________________________
 SS0309* NAD 83(1986)-  47 03 55.     (N)    110 48 21.     (W)     SCALED    
 SS0309* NAVD 88     -      1444.130  (meters)    4737.95   (feet)  ADJUSTED  
 SS0309  ___________________________________________________________________
 SS0309  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 SS0309  DYNAMIC HT  -        1443.854 (meters)    4737.04  (feet)  COMP
 SS0309  MODELED GRAV-     980,371.7   (mgal)                       NAVD 88
 SS0309
 SS0309  VERT ORDER  -  SECOND    CLASS 0
 SS0309
 SS0309.The horizontal coordinates were scaled from a topographic map and have
 SS0309.an estimated accuracy of +/- 6 seconds.
 SS0309
 SS0309.The orthometric height was determined by differential leveling
 SS0309.and adjusted by the National Geodetic Survey in June 1991..
 SS0309
 SS0309.The geoid height was determined by GEOID03.
 SS0309
 SS0309.The dynamic height is computed by dividing the NAVD 88
 SS0309.geopotential number by the normal gravity value computed on the
 SS0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0309.degrees latitude (g = 980.6199 gals.).
 SS0309
 SS0309.The modeled gravity was interpolated from observed gravity values.
 SS0309
 SS0309;                    North         East    Units  Estimated Accuracy
 SS0309;SPC MT       -   313,660.      500,870.      MT  (+/- 180 meters Scaled)
 SS0309
 SS0309                          SUPERSEDED SURVEY CONTROL
 SS0309
 SS0309  NGVD 29 (??/??/92) 1443.124  (m)         4734.65   (f) ADJ UNCH    2 0
 SS0309
 SS0309.Superseded values are not recommended for survey control.
 SS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0309.See file dsdata.txt to determine how the superseded data were derived.
 SS0309
 SS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT147124(NAD 83)
 SS0309_MARKER: DB = BENCH MARK DISK
 SS0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0309_SP_SET: CONCRETE BASE
 SS0309_STAMPING: E 191 1961
 SS0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0309
 SS0309  HISTORY     - Date     Condition        Report By
 SS0309  HISTORY     - 1961     MONUMENTED       CGS
 SS0309
 SS0309                          STATION DESCRIPTION
 SS0309
 SS0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0309'2.8 MI SE FROM MONARCH.
 SS0309'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE DISTRICT 23
 SS0309'SCHOOL AT MONARCH, 82 FEET NORTHEAST OF THE CENTER LINE OF THE
 SS0309'HIGHWAY, SET IN THE TOP OF THE CONCRETE BASE OF A MONUMENT FLUSH WITH
 SS0309'THE GROUND, 23 FEET NORTHEAST OF A FENCE, 31 1/2 FEET NORTH OF A
 SS0309'24-INCH PINE TREE AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0515 ***********************************************************************
 SS0515  DESIGNATION -  E 192
 SS0515  PID         -  SS0515
 SS0515  STATE/COUNTY-  MT/CASCADE
 SS0515  USGS QUAD   -  RICEVILLE (1995)
 SS0515
 SS0515                         *CURRENT SURVEY CONTROL
 SS0515  ___________________________________________________________________
 SS0515* NAD 83(1986)-  47 13 02.     (N)    110 56 06.     (W)     SCALED    
 SS0515* NAVD 88     -      1220.179  (meters)    4003.20   (feet)  ADJUSTED  
 SS0515  ___________________________________________________________________
 SS0515  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 SS0515  DYNAMIC HT  -        1220.003 (meters)    4002.63  (feet)  COMP
 SS0515  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 SS0515
 SS0515  VERT ORDER  -  SECOND    CLASS 0
 SS0515
 SS0515.The horizontal coordinates were scaled from a topographic map and have
 SS0515.an estimated accuracy of +/- 6 seconds.
 SS0515
 SS0515.The orthometric height was determined by differential leveling
 SS0515.and adjusted by the National Geodetic Survey in June 1991..
 SS0515
 SS0515.The geoid height was determined by GEOID03.
 SS0515
 SS0515.The dynamic height is computed by dividing the NAVD 88
 SS0515.geopotential number by the normal gravity value computed on the
 SS0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0515.degrees latitude (g = 980.6199 gals.).
 SS0515
 SS0515.The modeled gravity was interpolated from observed gravity values.
 SS0515
 SS0515;                    North         East    Units  Estimated Accuracy
 SS0515;SPC MT       -   330,710.      491,370.      MT  (+/- 180 meters Scaled)
 SS0515
 SS0515                          SUPERSEDED SURVEY CONTROL
 SS0515
 SS0515  NGVD 29 (??/??/92) 1219.193  (m)         3999.97   (f) ADJ UNCH    2 0
 SS0515
 SS0515.Superseded values are not recommended for survey control.
 SS0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0515.See file dsdata.txt to determine how the superseded data were derived.
 SS0515
 SS0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT049293(NAD 83)
 SS0515_MARKER: DB = BENCH MARK DISK
 SS0515_SETTING: 80 = SET IN A BOULDER
 SS0515_SP_SET: BOULDER
 SS0515_STAMPING: E 192 1961
 SS0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0515+STABILITY: SURFACE MOTION
 SS0515
 SS0515  HISTORY     - Date     Condition        Report By
 SS0515  HISTORY     - 1961     MONUMENTED       CGS
 SS0515  HISTORY     - 1965     GOOD             MTDH
 SS0515
 SS0515                          STATION DESCRIPTION
 SS0515
 SS0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0515'13.5 MI S FROM BELT.
 SS0515'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0515'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U. S. HIGHWAY 89, IN
 SS0515'SECTION 23, T 17 N, R 6 E, 127 FEET NORTH OF THE CENTER OF THE
 SS0515'JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 89 FEET NORTHEAST OF THE
 SS0515'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LARGE BOULDER
 SS0515'PROJECTING 10 INCHES, 47 FEET NORTHEAST OF A FENCE, AND ABOUT 6 FEET
 SS0515'ABOVE THE LEVEL OF THE HIGHWAY.
 SS0515
 SS0515                          STATION RECOVERY (1965)
 SS0515
 SS0515'RECOVERY NOTE BY MONTANA DEPARTMENT OF HIGHWAYS 1965
 SS0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0512 ***********************************************************************
 SR0512  DESIGNATION -  E 193
 SR0512  PID         -  SR0512
 SR0512  STATE/COUNTY-  MT/FERGUS
 SR0512  USGS QUAD   -  HILGER NW (1985)
 SR0512
 SR0512                         *CURRENT SURVEY CONTROL
 SR0512  ___________________________________________________________________
 SR0512* NAD 83(1986)-  47 28 53.     (N)    109 27 31.     (W)     SCALED    
 SR0512* NAVD 88     -      1021.171  (meters)    3350.29   (feet)  ADJUSTED  
 SR0512  ___________________________________________________________________
 SR0512  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 SR0512  DYNAMIC HT  -        1021.125 (meters)    3350.14  (feet)  COMP
 SR0512  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 SR0512
 SR0512  VERT ORDER  -  SECOND    CLASS 0
 SR0512
 SR0512.The horizontal coordinates were scaled from a topographic map and have
 SR0512.an estimated accuracy of +/- 6 seconds.
 SR0512
 SR0512.The orthometric height was determined by differential leveling
 SR0512.and adjusted by the National Geodetic Survey in June 1991..
 SR0512
 SR0512.The geoid height was determined by GEOID03.
 SR0512
 SR0512.The dynamic height is computed by dividing the NAVD 88
 SR0512.geopotential number by the normal gravity value computed on the
 SR0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0512.degrees latitude (g = 980.6199 gals.).
 SR0512
 SR0512.The modeled gravity was interpolated from observed gravity values.
 SR0512
 SR0512;                    North         East    Units  Estimated Accuracy
 SR0512;SPC MT       -   359,070.      603,120.      MT  (+/- 180 meters Scaled)
 SR0512
 SR0512                          SUPERSEDED SURVEY CONTROL
 SR0512
 SR0512  NGVD 29 (??/??/92) 1020.346  (m)         3347.59   (f) ADJ UNCH    2 0
 SR0512
 SR0512.Superseded values are not recommended for survey control.
 SR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0512.See file dsdata.txt to determine how the superseded data were derived.
 SR0512
 SR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT161598(NAD 83)
 SR0512_MARKER: DB = BENCH MARK DISK
 SR0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0512_STAMPING: E 193 1961
 SR0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0512+STABILITY: SURFACE MOTION
 SR0512
 SR0512  HISTORY     - Date     Condition        Report By
 SR0512  HISTORY     - 1961     MONUMENTED       CGS
 SR0512
 SR0512                          STATION DESCRIPTION
 SR0512
 SR0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0512'5.8 MI W FROM SUFFOLK.
 SR0512'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0512'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0512'THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 29, T 20 N, R
 SR0512'18 E, 0.4 MILE WEST OF THE FARMHOUSE OWNED BY HERBERT H. HAIGHT, 33
 SR0512'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 69 FEET SOUTHWEST OF
 SR0512'AND ACROSS THE ROAD FROM A FENCE LEADING NORTH, 12 FEET WEST OF A
 SR0512'GATE, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS
 SR0512'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0512'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0514 ***********************************************************************
 SR0514  DESIGNATION -  E 194
 SR0514  PID         -  SR0514
 SR0514  STATE/COUNTY-  MT/FERGUS
 SR0514  USGS QUAD   -  HILGER NW (1985)
 SR0514
 SR0514                         *CURRENT SURVEY CONTROL
 SR0514  ___________________________________________________________________
 SR0514* NAD 83(1986)-  47 28 55.     (N)    109 29 51.     (W)     SCALED    
 SR0514* NAVD 88     -      1044.066  (meters)    3425.41   (feet)  ADJUSTED  
 SR0514  ___________________________________________________________________
 SR0514  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 SR0514  DYNAMIC HT  -        1044.021 (meters)    3425.26  (feet)  COMP
 SR0514  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 SR0514
 SR0514  VERT ORDER  -  SECOND    CLASS 0
 SR0514
 SR0514.The horizontal coordinates were scaled from a topographic map and have
 SR0514.an estimated accuracy of +/- 6 seconds.
 SR0514
 SR0514.The orthometric height was determined by differential leveling
 SR0514.and adjusted by the National Geodetic Survey in June 1991..
 SR0514
 SR0514.The geoid height was determined by GEOID03.
 SR0514
 SR0514.The dynamic height is computed by dividing the NAVD 88
 SR0514.geopotential number by the normal gravity value computed on the
 SR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0514.degrees latitude (g = 980.6199 gals.).
 SR0514
 SR0514.The modeled gravity was interpolated from observed gravity values.
 SR0514
 SR0514;                    North         East    Units  Estimated Accuracy
 SR0514;SPC MT       -   359,130.      600,190.      MT  (+/- 180 meters Scaled)
 SR0514
 SR0514                          SUPERSEDED SURVEY CONTROL
 SR0514
 SR0514  NGVD 29 (??/??/92) 1043.244  (m)         3422.71   (f) ADJ UNCH    2 0
 SR0514
 SR0514.Superseded values are not recommended for survey control.
 SR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0514.See file dsdata.txt to determine how the superseded data were derived.
 SR0514
 SR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT131598(NAD 83)
 SR0514_MARKER: DB = BENCH MARK DISK
 SR0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0514_STAMPING: E 194 1961
 SR0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0514+STABILITY: SURFACE MOTION
 SR0514
 SR0514  HISTORY     - Date     Condition        Report By
 SR0514  HISTORY     - 1961     MONUMENTED       CGS
 SR0514
 SR0514                          STATION DESCRIPTION
 SR0514
 SR0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0514'7.65 MI W FROM SUFFOLK.
 SR0514'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0514'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0514'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES WEST
 SR0514'ALONG A GRAVELED ROAD, IN SECTION 24, T 20 N, R 17 E, 0.3 MILE EAST OF
 SR0514'THE CREST OF A LONG HILL, 0.15 MILE WEST OF A STOCK PEN ON THE SOUTH
 SR0514'SIDE OF THE ROAD, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2
 SR0514'FEET NORTH OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 SR0514'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0514'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0559 ***********************************************************************
 SR0559  DESIGNATION -  E 195
 SR0559  PID         -  SR0559
 SR0559  STATE/COUNTY-  MT/FERGUS
 SR0559  USGS QUAD   -  LEWISTOWN (1985)
 SR0559
 SR0559                         *CURRENT SURVEY CONTROL
 SR0559  ___________________________________________________________________
 SR0559* NAD 83(1986)-  47 02 31.     (N)    109 25 16.     (W)     SCALED    
 SR0559* NAVD 88     -      1255.177  (meters)    4118.03   (feet)  ADJUSTED  
 SR0559  ___________________________________________________________________
 SR0559  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 SR0559  DYNAMIC HT  -        1255.015 (meters)    4117.49  (feet)  COMP
 SR0559  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 SR0559
 SR0559  VERT ORDER  -  SECOND    CLASS 0
 SR0559
 SR0559.The horizontal coordinates were scaled from a topographic map and have
 SR0559.an estimated accuracy of +/- 6 seconds.
 SR0559
 SR0559.The orthometric height was determined by differential leveling
 SR0559.and adjusted by the National Geodetic Survey in June 1991..
 SR0559
 SR0559.The geoid height was determined by GEOID03.
 SR0559
 SR0559.The dynamic height is computed by dividing the NAVD 88
 SR0559.geopotential number by the normal gravity value computed on the
 SR0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0559.degrees latitude (g = 980.6199 gals.).
 SR0559
 SR0559.The modeled gravity was interpolated from observed gravity values.
 SR0559
 SR0559;                    North         East    Units  Estimated Accuracy
 SR0559;SPC MT       -   310,240.      605,990.      MT  (+/- 180 meters Scaled)
 SR0559
 SR0559                          SUPERSEDED SURVEY CONTROL
 SR0559
 SR0559  NGVD 29 (??/??/92) 1254.294  (m)         4115.13   (f) ADJ UNCH    2 0
 SR0559
 SR0559.Superseded values are not recommended for survey control.
 SR0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0559.See file dsdata.txt to determine how the superseded data were derived.
 SR0559
 SR0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT199110(NAD 83)
 SR0559_MARKER: DB = BENCH MARK DISK
 SR0559_SETTING: 66 = SET IN ROCK OUTCROP
 SR0559_SP_SET: OUTCROP
 SR0559_STAMPING: E 195 1961
 SR0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0559+STABILITY: POSITION/ELEVATION WELL
 SR0559
 SR0559  HISTORY     - Date     Condition        Report By
 SR0559  HISTORY     - 1961     MONUMENTED       CGS
 SR0559
 SR0559                          STATION DESCRIPTION
 SR0559
 SR0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0559'2.4 MI S FROM LEWISTOWN.
 SR0559'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0559'STATION AT LEWISTOWN, THENCE 1.35 MILES SOUTHEAST ALONG THE CHICAGO,
 SR0559'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, THENCE 0.1 MILE WEST ALONG A
 SR0559'PAVED ROAD TO THE JUNCTION OF 6TH AVENUE SOUTH, THENCE 0.15 MILE WEST
 SR0559'ALONG A GRAVELED ROAD, THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, IN
 SR0559'SECTION 22, T 15 N, R 18 E, 0.25 MILE NORTH OF A LARGE HOUSE ON THE
 SR0559'CREST OF A HILL, AT A CURVE IN THE ROAD AND 43 FEET EAST OF THE CENTER
 SR0559'LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP PROTRUDING WESTERLY
 SR0559'FROM THE EAST BANK OF A CUT, 6 FEET WEST OF A FENCE, ABOUT 3 FEET
 SR0559'ABOVE THE LEVEL OF THE ROAD, AND ABOUT 7 FEET ABOVE THE BOTTOM OF A
 SR0559'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0377 ***********************************************************************
 RV0377  DESIGNATION -  E 196
 RV0377  PID         -  RV0377
 RV0377  STATE/COUNTY-  MT/JUDITH BASIN
 RV0377  USGS QUAD   -  JUDITH GAP (1995)
 RV0377
 RV0377                         *CURRENT SURVEY CONTROL
 RV0377  ___________________________________________________________________
 RV0377* NAD 83(1986)-  46 43 50.     (N)    109 45 13.     (W)     SCALED    
 RV0377* NAVD 88     -      1374.805  (meters)    4510.51   (feet)  ADJUSTED  
 RV0377  ___________________________________________________________________
 RV0377  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 RV0377  DYNAMIC HT  -        1374.549 (meters)    4509.67  (feet)  COMP
 RV0377  MODELED GRAV-     980,379.5   (mgal)                       NAVD 88
 RV0377
 RV0377  VERT ORDER  -  FIRST     CLASS II
 RV0377
 RV0377.The horizontal coordinates were scaled from a topographic map and have
 RV0377.an estimated accuracy of +/- 6 seconds.
 RV0377
 RV0377.The orthometric height was determined by differential leveling
 RV0377.and adjusted by the National Geodetic Survey in June 1991..
 RV0377
 RV0377.The geoid height was determined by GEOID03.
 RV0377
 RV0377.The dynamic height is computed by dividing the NAVD 88
 RV0377.geopotential number by the normal gravity value computed on the
 RV0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0377.degrees latitude (g = 980.6199 gals.).
 RV0377
 RV0377.The modeled gravity was interpolated from observed gravity values.
 RV0377
 RV0377;                    North         East    Units  Estimated Accuracy
 RV0377;SPC MT       -   275,670.      580,630.      MT  (+/- 180 meters Scaled)
 RV0377
 RV0377                          SUPERSEDED SURVEY CONTROL
 RV0377
 RV0377  NGVD 29 (??/??/92) 1373.848  (m)         4507.37   (f) ADJ UNCH    1 2
 RV0377
 RV0377.Superseded values are not recommended for survey control.
 RV0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0377.See file dsdata.txt to determine how the superseded data were derived.
 RV0377
 RV0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS952759(NAD 83)
 RV0377_MARKER: DB = BENCH MARK DISK
 RV0377_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0377_SP_SET: 7 FT.
 RV0377_STAMPING: E 196 1961
 RV0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0377
 RV0377  HISTORY     - Date     Condition        Report By
 RV0377  HISTORY     - 1961     MONUMENTED       CGS
 RV0377
 RV0377                          STATION DESCRIPTION
 RV0377
 RV0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0377'4.95 MI N FROM JUDITH GAP.
 RV0377'ABOUT 4.95 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0377'STATION AT JUDITH GAP, 7.35 MILES SOUTHEAST OF THE STATION SIGN AT
 RV0377'BUFFALO, 8 RAILS NORTHWEST OF MILEPOST 107, ABOUT 0.1 MILE WEST AND
 RV0377'ACROSS THE TRACK FROM A SMALL WHITE FARM HOUSE, 70 FEET WEST-SOUTHWEST
 RV0377'OF THE CENTER OF A PRIVATE ROAD CROSSING, 67 FEET SOUTHWEST OF THE
 RV0377'SOUTHWEST RAIL, 13 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6
 RV0377'FEET EAST OF A FENCE CORNER, 5 1/2 FEET NORTHEAST OF A FENCE, 1 1/2
 RV0377'FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK
 RV0377'CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT WAS DRIVEN TO
 RV0377'REFUSAL AT A DEPTH OF 7 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 RV0377'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0474 ***********************************************************************
 SS0474  DESIGNATION -  E 197
 SS0474  PID         -  SS0474
 SS0474  STATE/COUNTY-  MT/JUDITH BASIN
 SS0474  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS0474
 SS0474                         *CURRENT SURVEY CONTROL
 SS0474  ___________________________________________________________________
 SS0474* NAD 83(1986)-  47 09 57.     (N)    110 44 23.     (W)     SCALED    
 SS0474* NAVD 88     -      1403.723  (meters)    4605.38   (feet)  ADJUSTED  
 SS0474  ___________________________________________________________________
 SS0474  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 SS0474  DYNAMIC HT  -        1403.498 (meters)    4604.64  (feet)  COMP
 SS0474  MODELED GRAV-     980,402.8   (mgal)                       NAVD 88
 SS0474
 SS0474  VERT ORDER  -  SECOND    CLASS 0
 SS0474
 SS0474.The horizontal coordinates were scaled from a topographic map and have
 SS0474.an estimated accuracy of +/- 6 seconds.
 SS0474
 SS0474.The orthometric height was determined by differential leveling
 SS0474.and adjusted by the National Geodetic Survey in June 1991..
 SS0474
 SS0474.The geoid height was determined by GEOID03.
 SS0474
 SS0474.The dynamic height is computed by dividing the NAVD 88
 SS0474.geopotential number by the normal gravity value computed on the
 SS0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0474.degrees latitude (g = 980.6199 gals.).
 SS0474
 SS0474.The modeled gravity was interpolated from observed gravity values.
 SS0474
 SS0474;                    North         East    Units  Estimated Accuracy
 SS0474;SPC MT       -   324,750.      506,070.      MT  (+/- 180 meters Scaled)
 SS0474
 SS0474                          SUPERSEDED SURVEY CONTROL
 SS0474
 SS0474  NGVD 29 (??/??/92) 1402.745  (m)         4602.17   (f) ADJ UNCH    2 0
 SS0474
 SS0474.Superseded values are not recommended for survey control.
 SS0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0474.See file dsdata.txt to determine how the superseded data were derived.
 SS0474
 SS0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT197236(NAD 83)
 SS0474_MARKER: DB = BENCH MARK DISK
 SS0474_SETTING: 80 = SET IN A BOULDER
 SS0474_SP_SET: BOULDER
 SS0474_STAMPING: E 197 1961
 SS0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0474+STABILITY: SURFACE MOTION
 SS0474
 SS0474  HISTORY     - Date     Condition        Report By
 SS0474  HISTORY     - 1961     MONUMENTED       CGS
 SS0474
 SS0474                          STATION DESCRIPTION
 SS0474
 SS0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0474'8.05 MI NE FROM MONARCH.
 SS0474'ABOUT 3.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0474'SCHOOL AT MONARCH, THENCE 4.65 MILES NORTHEAST ALONG STATE SECONDARY
 SS0474'ROAD 427, OR 0.2 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0474'STATION AT RAYNESFORD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD,
 SS0474'THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY 87, THENCE 7.9 MILES SOUTH
 SS0474'ALONG STATE SECONDARY ROAD 427, IN SECTION 8, T 16 N, R 8 E, 0.25 MILE
 SS0474'SOUTH OF AN OLD ABANDONED SCHOOL HOUSE, ON THE EAST SLOPE OF A SMALL
 SS0474'HILL, 74 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 SS0474'BOULDER PROJECTING 5 INCHES, 23 FEET WEST OF A FENCE, 23.5 FEET WEST
 SS0474'OF A METAL WITNESS POST, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0471 ***********************************************************************
 RV0471  DESIGNATION -  E 198
 RV0471  PID         -  RV0471
 RV0471  STATE/COUNTY-  MT/FERGUS
 RV0471  USGS QUAD   -  WEST FORK BEAVER CREEK (1970)
 RV0471
 RV0471                         *CURRENT SURVEY CONTROL
 RV0471  ___________________________________________________________________
 RV0471* NAD 83(1986)-  46 55 30.     (N)    109 35 11.     (W)     SCALED    
 RV0471* NAVD 88     -      1395.271  (meters)    4577.65   (feet)  ADJUSTED  
 RV0471  ___________________________________________________________________
 RV0471  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 RV0471  DYNAMIC HT  -        1395.034 (meters)    4576.87  (feet)  COMP
 RV0471  MODELED GRAV-     980,393.8   (mgal)                       NAVD 88
 RV0471
 RV0471  VERT ORDER  -  SECOND    CLASS 0
 RV0471
 RV0471.The horizontal coordinates were scaled from a topographic map and have
 RV0471.an estimated accuracy of +/- 6 seconds.
 RV0471
 RV0471.The orthometric height was determined by differential leveling
 RV0471.and adjusted by the National Geodetic Survey in June 1991..
 RV0471
 RV0471.The geoid height was determined by GEOID03.
 RV0471
 RV0471.The dynamic height is computed by dividing the NAVD 88
 RV0471.geopotential number by the normal gravity value computed on the
 RV0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0471.degrees latitude (g = 980.6199 gals.).
 RV0471
 RV0471.The modeled gravity was interpolated from observed gravity values.
 RV0471
 RV0471;                    North         East    Units  Estimated Accuracy
 RV0471;SPC MT       -   297,250.      593,420.      MT  (+/- 180 meters Scaled)
 RV0471
 RV0471                          SUPERSEDED SURVEY CONTROL
 RV0471
 RV0471  NGVD 29 (??/??/92) 1394.335  (m)         4574.58   (f) ADJ UNCH    2 0
 RV0471
 RV0471.Superseded values are not recommended for survey control.
 RV0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0471.See file dsdata.txt to determine how the superseded data were derived.
 RV0471
 RV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS076978(NAD 83)
 RV0471_MARKER: DB = BENCH MARK DISK
 RV0471_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0471_SP_SET: 11.5 FT.
 RV0471_STAMPING: E 198 1961
 RV0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0471
 RV0471  HISTORY     - Date     Condition        Report By
 RV0471  HISTORY     - 1961     MONUMENTED       CGS
 RV0471
 RV0471                          STATION DESCRIPTION
 RV0471
 RV0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0471'14.2 MI SE FROM MOORE.
 RV0471'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 RV0471'MOORE, THENCE 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 87, THENCE 5.25
 RV0471'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG A GRAVEL
 RV0471'ROAD, THENCE 1.7 MILES SOUTH ALONG A GRAVEL ROAD, 41 FEET EAST OF THE
 RV0471'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A T FENCE CORNER, 2 FEET EAST
 RV0471'OF FENCE LINE, 1.4 FEET EAST OF A WITNESS POST, ABOUT 2 FEET BELOW THE
 RV0471'LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 RV0471'WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF 11 1/2 FEET. THE UPPER
 RV0471'PORTION OF THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4
 RV0471'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0155 ***********************************************************************
 QY0155  DESIGNATION -  E 2
 QY0155  PID         -  QY0155
 QY0155  STATE/COUNTY-  MT/BEAVERHEAD
 QY0155  USGS QUAD   -  BOND (1979)
 QY0155
 QY0155                         *CURRENT SURVEY CONTROL
 QY0155  ___________________________________________________________________
 QY0155* NAD 83(1992)-  45 20 58.10959(N)    112 41 49.96208(W)     ADJUSTED  
 QY0155* NAVD 88     -      1623.393  (meters)    5326.08   (feet)  ADJUSTED  
 QY0155  ___________________________________________________________________
 QY0155  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 QY0155  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 QY0155  DYNAMIC HT  -        1622.705 (meters)    5323.82  (feet)  COMP
 QY0155  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 QY0155
 QY0155  HORZ ORDER  -  SECOND
 QY0155  VERT ORDER  -  FIRST     CLASS II
 QY0155
 QY0155.The horizontal coordinates were established by classical geodetic methods
 QY0155.and adjusted by the National Geodetic Survey in July 1992..
 QY0155
 QY0155.The orthometric height was determined by differential leveling
 QY0155.and adjusted by the National Geodetic Survey in June 1991..
 QY0155
 QY0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0155
 QY0155.The geoid height was determined by GEOID03.
 QY0155
 QY0155.The dynamic height is computed by dividing the NAVD 88
 QY0155.geopotential number by the normal gravity value computed on the
 QY0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0155.degrees latitude (g = 980.6199 gals.).
 QY0155
 QY0155.The modeled gravity was interpolated from observed gravity values.
 QY0155
 QY0155;                    North         East     Units Scale Factor Converg.
 QY0155;SPC MT       -   127,311.505   349,564.760   MT  0.99980820   -2 20 19.6
 QY0155;SPC MT       -   417,688.66  1,146,866.01   iFT  0.99980820   -2 20 19.6
 QY0155;UTM  12      - 5,023,174.875   367,049.631   MT  0.99981733   -1 12 27.3
 QY0155
 QY0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0155!SPC MT       -   0.99974738  x   0.99980820  =   0.99955563
 QY0155!UTM  12      -   0.99974738  x   0.99981733  =   0.99956475
 QY0155
 QY0155|---------------------------------------------------------------------|
 QY0155| PID    Reference Object                     Distance      Geod. Az  |
 QY0155|                                                           dddmmss.s |
 QY0155| QY0156 E 2 RM 1                              8.395 METERS 08309     |
 QY0155| QY0157 E 2 AZ MK                                          0895427.5 |
 QY0155| QY0516 AIRWAY BCN 32 DILLON MUN APT        APPROX.15.5 KM 1334929.8 |
 QY0155| QY0154 E 2 RM 2                             10.653 METERS 34937     |
 QY0155|---------------------------------------------------------------------|
 QY0155
 QY0155                          SUPERSEDED SURVEY CONTROL
 QY0155
 QY0155  NAD 83(1986)-  45 20 58.10900(N)    112 41 49.96144(W) AD(       ) 2
 QY0155  NAD 27      -  45 20 58.38500(N)    112 41 46.87600(W) AD(       ) 2
 QY0155  NGVD 29 (??/??/92) 1622.189  (m)         5322.13   (f) ADJ UNCH    1 2
 QY0155
 QY0155.Superseded values are not recommended for survey control.
 QY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0155.See file dsdata.txt to determine how the superseded data were derived.
 QY0155
 QY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6705023175(NAD 83)
 QY0155_MARKER: P = PIPE CAP
 QY0155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QY0155_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QY0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0155
 QY0155  HISTORY     - Date     Condition        Report By
 QY0155  HISTORY     - 1956     MONUMENTED       CGS
 QY0155  HISTORY     - 1962     GOOD             NGS
 QY0155
 QY0155                          STATION DESCRIPTION
 QY0155
 QY0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0155'THE STATION IS ABOUT 9-1/2 MILES NORTH-NORTHWEST OF DILLON,
 QY0155'2-1/2 MILES WEST OF U.S. HIGHWAY 91, 2.0 MILES SOUTHEAST OF
 QY0155'THE APEX DEPOT, 97.3 FEET EAST OF THE EAST RAIL OF THE UNION
 QY0155'PACIFIC RAILROAD, 53 FEET SOUTH OF THE CENTER OF A CATTLE
 QY0155'GUARD AND A GRAVEL ROAD, 3 FEET SOUTHEAST OF A 4-WAY JUNCTION
 QY0155'OF FENCELINES AND 3 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE
 QY0155'WITNESS POST.
 QY0155'
 QY0155'TO REACH THE STATION FROM THE POST OFFICE IN DILLON, GO
 QY0155'WEST 1 BLOCK, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 91
 QY0155'FOR 9.3 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 QY0155'WEST ON THE GRAVELED ROAD BETWEEN FENCELINES FOR 2.35 MILES
 QY0155'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR 0.3 MILE
 QY0155'TO THE STATION ON THE LEFT.
 QY0155'
 QY0155'THE STATION MARK IS A BRONZE CAP THREADED TO THE TOP OF A
 QY0155'3-INCH IRON PIPE THAT PROJECTS 12 INCHES.  THE CAP IS NOT
 QY0155'STAMPED.
 QY0155'
 QY0155'REFERENCE MARK 1 IS 53 FEET SOUTH OF THE CENTER OF THE ROAD
 QY0155'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND
 QY0155'THE DISK IS STAMPED BENCH MARK E 2 NO 1 1956.
 QY0155'
 QY0155'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTER OF THE ROAD
 QY0155'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND
 QY0155'THE DISK IS STAMPED BENCH MARK E 2 NO 2 1956.
 QY0155'
 QY0155'THE AZIMUTH MARK IS 47 FEET SOUTH OF THE CENTER OF THE ROAD,
 QY0155'3 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST AND
 QY0155'2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 5 INCHES, AND THE
 QY0155'DISK IS STAMPED BENCH MARK E 2 1956.
 QY0155'
 QY0155'NOTE--THE ORIGINAL DESCRIPTION FOR BENCH MARK E 2 AS WRITTEN
 QY0155'BY THE LEVEL PARTY DOES NOT EXACTLY FIT.  IT IS ASSUMED THAT
 QY0155'SOME OF THE VALUES IN THE ORIGINAL DESCRIPTION ARE ERRONEOUS.
 QY0155
 QY0155                          STATION RECOVERY (1962)
 QY0155
 QY0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QY0155'10.0 MI N FROM DILLON.
 QY0155'10.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0155'DILLON, 56 1/2 FEET EAST-NORTHEAST OF MILEPOLE 338, 114 FEET SOUTHEAST
 QY0155'OF THE CENTER OF THE CROSSING OF A TRACK ROAD, 97.3 FEET EAST OF THE
 QY0155'EAST RAIL, 52 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 47 FEET
 QY0155'SOUTH OF THE SOUTHEAST CORNER OF AN IRON PIPE CATTLE GUARD, 3 FEET
 QY0155'SOUTHEAST OF A T JUNCTION FENCE CORNER, 3.4 FEET SOUTHWEST OF A
 QY0155'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A CAP SCREWED ON THE
 QY0155'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0157 ***********************************************************************
 QY0157  DESIGNATION -  E 2 AZ MK
 QY0157  PID         -  QY0157
 QY0157  STATE/COUNTY-  MT/BEAVERHEAD
 QY0157  USGS QUAD   -  BOND (1979)
 QY0157
 QY0157                         *CURRENT SURVEY CONTROL
 QY0157  ___________________________________________________________________
 QY0157* NAD 83(1986)-  45 20 58.     (N)    112 41 26.     (W)     SCALED    
 QY0157* NAVD 88     -      1613.475  (meters)    5293.54   (feet)  ADJUSTED  
 QY0157  ___________________________________________________________________
 QY0157  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 QY0157  DYNAMIC HT  -        1612.794 (meters)    5291.31  (feet)  COMP
 QY0157  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 QY0157
 QY0157  VERT ORDER  -  FIRST     CLASS II
 QY0157
 QY0157.The horizontal coordinates were scaled from a topographic map and have
 QY0157.an estimated accuracy of +/- 6 seconds.
 QY0157
 QY0157.The orthometric height was determined by differential leveling
 QY0157.and adjusted by the National Geodetic Survey in June 1991..
 QY0157
 QY0157.The geoid height was determined by GEOID03.
 QY0157
 QY0157.The dynamic height is computed by dividing the NAVD 88
 QY0157.geopotential number by the normal gravity value computed on the
 QY0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0157.degrees latitude (g = 980.6199 gals.).
 QY0157
 QY0157.The modeled gravity was interpolated from observed gravity values.
 QY0157
 QY0157;                    North         East    Units  Estimated Accuracy
 QY0157;SPC MT       -   127,290.      350,090.      MT  (+/- 180 meters Scaled)
 QY0157
 QY0157                          SUPERSEDED SURVEY CONTROL
 QY0157
 QY0157  NGVD 29 (??/??/92) 1612.274  (m)         5289.60   (f) ADJ UNCH    1 2
 QY0157
 QY0157.Superseded values are not recommended for survey control.
 QY0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0157.See file dsdata.txt to determine how the superseded data were derived.
 QY0157
 QY0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR675231(NAD 83)
 QY0157_MARKER: DZ = AZIMUTH MARK DISK
 QY0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0157_STAMPING: BENCH MARK E 2 1956
 QY0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0157+STABILITY: SURFACE MOTION
 QY0157
 QY0157  HISTORY     - Date     Condition        Report By
 QY0157  HISTORY     - 1956     MONUMENTED       CGS
 QY0157  HISTORY     - 1962     GOOD             NGS
 QY0157
 QY0157                          STATION DESCRIPTION
 QY0157
 QY0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0157'10.35 MI N FROM DILLON.
 QY0157'10.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0157'DILLON, THENCE 0.35 MILE EAST ALONG A DIRT TRACK ROAD, 41 FEET SOUTH
 QY0157'OF THE CENTER LINE OF THE ROAD, 3.3 FEET SOUTH OF A FENCE, 4.3 FEET
 QY0157'SOUTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 QY0157'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 QY0157'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0156 ***********************************************************************
 QY0156  DESIGNATION -  E 2 RM 1
 QY0156  PID         -  QY0156
 QY0156  STATE/COUNTY-  MT/BEAVERHEAD
 QY0156  USGS QUAD   -  BOND (1979)
 QY0156
 QY0156                         *CURRENT SURVEY CONTROL
 QY0156  ___________________________________________________________________
 QY0156* NAD 83(1986)-  45 20 58.     (N)    112 41 50.     (W)     SCALED    
 QY0156* NAVD 88     -      1623.215  (meters)    5325.50   (feet)  ADJUSTED  
 QY0156  ___________________________________________________________________
 QY0156  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 QY0156  DYNAMIC HT  -        1622.527 (meters)    5323.24  (feet)  COMP
 QY0156  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 QY0156
 QY0156  VERT ORDER  -  FIRST     CLASS II
 QY0156
 QY0156.The horizontal coordinates were scaled from a topographic map and have
 QY0156.an estimated accuracy of +/- 6 seconds.
 QY0156
 QY0156.The orthometric height was determined by differential leveling
 QY0156.and adjusted by the National Geodetic Survey in June 1991..
 QY0156
 QY0156.The geoid height was determined by GEOID03.
 QY0156
 QY0156.The dynamic height is computed by dividing the NAVD 88
 QY0156.geopotential number by the normal gravity value computed on the
 QY0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0156.degrees latitude (g = 980.6199 gals.).
 QY0156
 QY0156.The modeled gravity was interpolated from observed gravity values.
 QY0156
 QY0156;                    North         East    Units  Estimated Accuracy
 QY0156;SPC MT       -   127,310.      349,560.      MT  (+/- 180 meters Scaled)
 QY0156
 QY0156                          SUPERSEDED SURVEY CONTROL
 QY0156
 QY0156  NGVD 29 (??/??/92) 1622.011  (m)         5321.55   (f) ADJ UNCH    1 2
 QY0156
 QY0156.Superseded values are not recommended for survey control.
 QY0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0156.See file dsdata.txt to determine how the superseded data were derived.
 QY0156
 QY0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR670231(NAD 83)
 QY0156_MARKER: DR = REFERENCE MARK DISK
 QY0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0156_STAMPING: BENCH MARK E 2 NO 1 1956
 QY0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0156+STABILITY: SURFACE MOTION
 QY0156
 QY0156  HISTORY     - Date     Condition        Report By
 QY0156  HISTORY     - 1956     MONUMENTED       CGS
 QY0156  HISTORY     - 1962     GOOD             NGS
 QY0156
 QY0156                          STATION DESCRIPTION
 QY0156
 QY0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0156'10.0 MI N FROM DILLON.
 QY0156'10.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0156'DILLON, NEAR MILEPOLE 338, 124.9 FEET EAST OF THE EAST RAIL, 27.6 FEET
 QY0156'EAST OF THE STATION, 46.2 FEET SOUTHEAST OF R.M. 2, 50 FEET SOUTH OF
 QY0156'THE CENTER LINE OF THE ROAD, 0.8 FOOT NORTH OF A FENCE, ABOUT 3 FEET
 QY0156'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QY0156'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0154 ***********************************************************************
 QY0154  DESIGNATION -  E 2 RM 2
 QY0154  PID         -  QY0154
 QY0154  STATE/COUNTY-  MT/BEAVERHEAD
 QY0154  USGS QUAD   -  BOND (1979)
 QY0154
 QY0154                         *CURRENT SURVEY CONTROL
 QY0154  ___________________________________________________________________
 QY0154* NAD 83(1986)-  45 20 58.     (N)    112 41 50.     (W)     SCALED    
 QY0154* NAVD 88     -      1623.449  (meters)    5326.27   (feet)  ADJUSTED  
 QY0154  ___________________________________________________________________
 QY0154  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 QY0154  DYNAMIC HT  -        1622.762 (meters)    5324.01  (feet)  COMP
 QY0154  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 QY0154
 QY0154  VERT ORDER  -  FIRST     CLASS II
 QY0154
 QY0154.The horizontal coordinates were scaled from a topographic map and have
 QY0154.an estimated accuracy of +/- 6 seconds.
 QY0154
 QY0154.The orthometric height was determined by differential leveling
 QY0154.and adjusted by the National Geodetic Survey in June 1991..
 QY0154
 QY0154.The geoid height was determined by GEOID03.
 QY0154
 QY0154.The dynamic height is computed by dividing the NAVD 88
 QY0154.geopotential number by the normal gravity value computed on the
 QY0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0154.degrees latitude (g = 980.6199 gals.).
 QY0154
 QY0154.The modeled gravity was interpolated from observed gravity values.
 QY0154
 QY0154;                    North         East    Units  Estimated Accuracy
 QY0154;SPC MT       -   127,310.      349,560.      MT  (+/- 180 meters Scaled)
 QY0154
 QY0154                          SUPERSEDED SURVEY CONTROL
 QY0154
 QY0154  NGVD 29 (??/??/92) 1622.246  (m)         5322.32   (f) ADJ UNCH    1 2
 QY0154
 QY0154.Superseded values are not recommended for survey control.
 QY0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0154.See file dsdata.txt to determine how the superseded data were derived.
 QY0154
 QY0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR670231(NAD 83)
 QY0154_MARKER: DR = REFERENCE MARK DISK
 QY0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0154_STAMPING: BENCH MARK E 2 NO 2 1956
 QY0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0154+STABILITY: SURFACE MOTION
 QY0154
 QY0154  HISTORY     - Date     Condition        Report By
 QY0154  HISTORY     - 1956     MONUMENTED       CGS
 QY0154  HISTORY     - 1962     GOOD             NGS
 QY0154
 QY0154                          STATION DESCRIPTION
 QY0154
 QY0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0154'10.0 MI N FROM DILLON.
 QY0154'10.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0154'DILLON, NEAR MILEPOLE 338, 95.2 FEET EAST OF THE EAST RAIL, AT THE
 QY0154'CROSSING OF A TRACK ROAD, 35.01 FEET NORTH OF THE STATION, 12 FEET
 QY0154'SOUTH OF THE SOUTH EDGE OF AN IRON PIPE CATTLE GUARD, 18 1/2 FEET
 QY0154'SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT EAST OF A FENCE, ABOUT
 QY0154'2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 QY0154'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0286 ***********************************************************************
 SR0286  DESIGNATION -  E 2 Y
 SR0286  PID         -  SR0286
 SR0286  STATE/COUNTY-  MT/FERGUS
 SR0286  USGS QUAD   -  TAFFY RIDGE (1954)
 SR0286
 SR0286                         *CURRENT SURVEY CONTROL
 SR0286  ___________________________________________________________________
 SR0286* NAD 83(1986)-  47 39 06.     (N)    109 20 56.     (W)     SCALED    
 SR0286* NAVD 88     -       958.019  (meters)    3143.10   (feet)  ADJUSTED  
 SR0286  ___________________________________________________________________
 SR0286  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 SR0286  DYNAMIC HT  -         957.993 (meters)    3143.02  (feet)  COMP
 SR0286  MODELED GRAV-     980,552.7   (mgal)                       NAVD 88
 SR0286
 SR0286  VERT ORDER  -  FIRST     CLASS II
 SR0286
 SR0286.The horizontal coordinates were scaled from a topographic map and have
 SR0286.an estimated accuracy of +/- 6 seconds.
 SR0286
 SR0286.The orthometric height was determined by differential leveling
 SR0286.and adjusted by the National Geodetic Survey in June 1991..
 SR0286
 SR0286.The geoid height was determined by GEOID03.
 SR0286
 SR0286.The dynamic height is computed by dividing the NAVD 88
 SR0286.geopotential number by the normal gravity value computed on the
 SR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0286.degrees latitude (g = 980.6199 gals.).
 SR0286
 SR0286.The modeled gravity was interpolated from observed gravity values.
 SR0286
 SR0286;                    North         East    Units  Estimated Accuracy
 SR0286;SPC MT       -   378,000.      611,350.      MT  (+/- 180 meters Scaled)
 SR0286
 SR0286                          SUPERSEDED SURVEY CONTROL
 SR0286
 SR0286  NGVD 29 (??/??/92)  957.203  (m)         3140.42   (f) ADJ UNCH    1 2
 SR0286
 SR0286.Superseded values are not recommended for survey control.
 SR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0286.See file dsdata.txt to determine how the superseded data were derived.
 SR0286
 SR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT239789(NAD 83)
 SR0286_MARKER: DS = TRIANGULATION STATION DISK
 SR0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0286_STAMPING: E 2 Y 1961
 SR0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0286+STABILITY: SURFACE MOTION
 SR0286
 SR0286  HISTORY     - Date     Condition        Report By
 SR0286  HISTORY     - 1961     MONUMENTED       CGS
 SR0286
 SR0286                          STATION DESCRIPTION
 SR0286
 SR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0286'7.8 MI NE FROM WINIFRED.
 SR0286'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0286'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0286'6.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG AN
 SR0286'OLD ROAD GRADE, THENCE 0.2 MILE NORTHWEST ALONG A DIM TRAIL ROAD ALONG
 SR0286'THE SOUTHWEST RIM OF A DEEP CANYON, IN SECTION 25, T 22 N, R 18 E,
 SR0286'0.25 MILE NORTHEAST OF AND ACROSS A DEEP DRAW FROM 2 CIRCULAR TIN
 SR0286'GRAIN BINS, 43 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 83
 SR0286'FEET SOUTHEAST OF A FENCE, 13 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 SR0286'THE SOUTHWEST RIM OF THE CANYON, 52.4 FEET NORTHEAST OF E 2 Y R.M. 1,
 SR0286'42.4 FEET SOUTHEAST OF E 2 Y R.M. 2, 5.0 FEET WEST OF A METAL WITNESS
 SR0286'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0285 ***********************************************************************
 SR0285  DESIGNATION -  E 2 Y RM 1
 SR0285  PID         -  SR0285
 SR0285  STATE/COUNTY-  MT/FERGUS
 SR0285  USGS QUAD   -  TAFFY RIDGE (1954)
 SR0285
 SR0285                         *CURRENT SURVEY CONTROL
 SR0285  ___________________________________________________________________
 SR0285* NAD 83(1986)-  47 39 06.     (N)    109 20 57.     (W)     SCALED    
 SR0285* NAVD 88     -       957.037  (meters)    3139.88   (feet)  ADJUSTED  
 SR0285  ___________________________________________________________________
 SR0285  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 SR0285  DYNAMIC HT  -         957.011 (meters)    3139.79  (feet)  COMP
 SR0285  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 SR0285
 SR0285  VERT ORDER  -  FIRST     CLASS II
 SR0285
 SR0285.The horizontal coordinates were scaled from a topographic map and have
 SR0285.an estimated accuracy of +/- 6 seconds.
 SR0285
 SR0285.The orthometric height was determined by differential leveling
 SR0285.and adjusted by the National Geodetic Survey in June 1991..
 SR0285
 SR0285.The geoid height was determined by GEOID03.
 SR0285
 SR0285.The dynamic height is computed by dividing the NAVD 88
 SR0285.geopotential number by the normal gravity value computed on the
 SR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0285.degrees latitude (g = 980.6199 gals.).
 SR0285
 SR0285.The modeled gravity was interpolated from observed gravity values.
 SR0285
 SR0285;                    North         East    Units  Estimated Accuracy
 SR0285;SPC MT       -   378,000.      611,330.      MT  (+/- 180 meters Scaled)
 SR0285
 SR0285                          SUPERSEDED SURVEY CONTROL
 SR0285
 SR0285  NGVD 29 (??/??/92)  956.220  (m)         3137.20   (f) ADJ UNCH    1 2
 SR0285
 SR0285.Superseded values are not recommended for survey control.
 SR0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0285.See file dsdata.txt to determine how the superseded data were derived.
 SR0285
 SR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT239789(NAD 83)
 SR0285_MARKER: DR = REFERENCE MARK DISK
 SR0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0285_STAMPING: E 2 Y NO 1 1961
 SR0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0285+STABILITY: SURFACE MOTION
 SR0285
 SR0285  HISTORY     - Date     Condition        Report By
 SR0285  HISTORY     - 1961     MONUMENTED       CGS
 SR0285
 SR0285                          STATION DESCRIPTION
 SR0285
 SR0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0285'7.8 MI NE FROM WINIFRED.
 SR0285'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0285'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0285'6.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG AN
 SR0285'OLD ROAD GRADE, THENCE 0.2 MILE NORTHWEST ALONG A DIM TRAIL ROAD ALONG
 SR0285'THE SOUTHWEST RIM OF A DEEP CANYON, IN SECTION 25, T 22 N, R 18 E,
 SR0285'0.25 MILE NORTHEAST OF AND ACROSS A DEEP DRAW FROM 2 CIRCULAR TIN
 SR0285'GRAIN BINS, 9 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 65
 SR0285'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE SOUTHWEST RIM OF THE
 SR0285'CANYON, 52.4 FEET SOUTHWEST OF E 2 Y 1961, ABOUT 3 FEET BELOW THE
 SR0285'LEVEL OF E 2 Y 1961, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SR0285'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0287 ***********************************************************************
 SR0287  DESIGNATION -  E 2 Y RM 2
 SR0287  PID         -  SR0287
 SR0287  STATE/COUNTY-  MT/FERGUS
 SR0287  USGS QUAD   -  TAFFY RIDGE (1954)
 SR0287
 SR0287                         *CURRENT SURVEY CONTROL
 SR0287  ___________________________________________________________________
 SR0287* NAD 83(1986)-  47 39 07.     (N)    109 20 57.     (W)     SCALED    
 SR0287* NAVD 88     -       957.653  (meters)    3141.90   (feet)  ADJUSTED  
 SR0287  ___________________________________________________________________
 SR0287  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 SR0287  DYNAMIC HT  -         957.627 (meters)    3141.81  (feet)  COMP
 SR0287  MODELED GRAV-     980,552.7   (mgal)                       NAVD 88
 SR0287
 SR0287  VERT ORDER  -  FIRST     CLASS II
 SR0287
 SR0287.The horizontal coordinates were scaled from a topographic map and have
 SR0287.an estimated accuracy of +/- 6 seconds.
 SR0287
 SR0287.The orthometric height was determined by differential leveling
 SR0287.and adjusted by the National Geodetic Survey in June 1991..
 SR0287
 SR0287.The geoid height was determined by GEOID03.
 SR0287
 SR0287.The dynamic height is computed by dividing the NAVD 88
 SR0287.geopotential number by the normal gravity value computed on the
 SR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0287.degrees latitude (g = 980.6199 gals.).
 SR0287
 SR0287.The modeled gravity was interpolated from observed gravity values.
 SR0287
 SR0287;                    North         East    Units  Estimated Accuracy
 SR0287;SPC MT       -   378,030.      611,330.      MT  (+/- 180 meters Scaled)
 SR0287
 SR0287                          SUPERSEDED SURVEY CONTROL
 SR0287
 SR0287  NGVD 29 (??/??/92)  956.836  (m)         3139.22   (f) ADJ UNCH    1 2
 SR0287
 SR0287.Superseded values are not recommended for survey control.
 SR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0287.See file dsdata.txt to determine how the superseded data were derived.
 SR0287
 SR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT239789(NAD 83)
 SR0287_MARKER: DR = REFERENCE MARK DISK
 SR0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0287_STAMPING: E 2 Y NO 2 1961
 SR0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0287+STABILITY: SURFACE MOTION
 SR0287
 SR0287  HISTORY     - Date     Condition        Report By
 SR0287  HISTORY     - 1961     MONUMENTED       CGS
 SR0287
 SR0287                          STATION DESCRIPTION
 SR0287
 SR0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0287'7.8 MI NE FROM WINIFRED.
 SR0287'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0287'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0287'6.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG AN
 SR0287'OLD ROAD GRADE, THENCE 0.2 MILE NORTHWEST ALONG A DIM TRAIL ROAD ALONG
 SR0287'THE SOUTHWEST RIM OF A DEEP CANYON, IN SECTION 25, T 22 N, R 18 E,
 SR0287'0.25 MILE NORTHEAST OF AND ACROSS A DEEP DRAW FROM 2 CIRCULAR GRAIN
 SR0287'BINS, 18 FEET SOUTHWEST OF THE RIM OF THE CANYON, 42 FEET SOUTHEAST OF
 SR0287'A FENCE, 42.4 FEET NORTHWEST OF E 2 Y 1961, AND SET IN THE TOP OF A
 SR0287'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0282 ***********************************************************************
 SR0282  DESIGNATION -  E 2 Z
 SR0282  PID         -  SR0282
 SR0282  STATE/COUNTY-  MT/FERGUS
 SR0282  USGS QUAD   -  TAFFY RIDGE (1954)
 SR0282
 SR0282                         *CURRENT SURVEY CONTROL
 SR0282  ___________________________________________________________________
 SR0282* NAD 83(1986)-  47 38 58.     (N)    109 20 45.     (W)     SCALED    
 SR0282* NAVD 88     -       963.179  (meters)    3160.03   (feet)  ADJUSTED  
 SR0282  ___________________________________________________________________
 SR0282  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 SR0282  DYNAMIC HT  -         963.154 (meters)    3159.95  (feet)  COMP
 SR0282  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 SR0282
 SR0282  VERT ORDER  -  FIRST     CLASS II
 SR0282
 SR0282.The horizontal coordinates were scaled from a topographic map and have
 SR0282.an estimated accuracy of +/- 6 seconds.
 SR0282
 SR0282.The orthometric height was determined by differential leveling
 SR0282.and adjusted by the National Geodetic Survey in June 1991..
 SR0282
 SR0282.The geoid height was determined by GEOID03.
 SR0282
 SR0282.The dynamic height is computed by dividing the NAVD 88
 SR0282.geopotential number by the normal gravity value computed on the
 SR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0282.degrees latitude (g = 980.6199 gals.).
 SR0282
 SR0282.The modeled gravity was interpolated from observed gravity values.
 SR0282
 SR0282;                    North         East    Units  Estimated Accuracy
 SR0282;SPC MT       -   377,750.      611,580.      MT  (+/- 180 meters Scaled)
 SR0282
 SR0282                          SUPERSEDED SURVEY CONTROL
 SR0282
 SR0282  NGVD 29 (??/??/92)  962.363  (m)         3157.35   (f) ADJ UNCH    1 2
 SR0282
 SR0282.Superseded values are not recommended for survey control.
 SR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0282.See file dsdata.txt to determine how the superseded data were derived.
 SR0282
 SR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT242786(NAD 83)
 SR0282_MARKER: DS = TRIANGULATION STATION DISK
 SR0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0282_STAMPING: E 2 Z 1961
 SR0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0282+STABILITY: SURFACE MOTION
 SR0282
 SR0282  HISTORY     - Date     Condition        Report By
 SR0282  HISTORY     - 1961     MONUMENTED       CGS
 SR0282
 SR0282                          STATION DESCRIPTION
 SR0282
 SR0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0282'8.1 MI NE FROM WINIFRED.
 SR0282'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0282'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0282'6.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG AN
 SR0282'OLD ROAD GRADE, THENCE 0.2 MILE NORTHWEST ALONG A DIM TRAIL ROAD ALONG
 SR0282'THE SOUTHWEST RIM OF A DEEP CANYON TO TRIANGULATION STATION E 2 Y
 SR0282'1961, THENCE 0.3 MILE SOUTH ACROSS A DEEP DRAW TO THE CREST OF A HILL
 SR0282'IN A CULTIVATED FIELD, IN SECTION 25, T 22 N, R 18 E, 0.1 MILE
 SR0282'SOUTHWEST OF A SMALL STOCK POND ACROSS THE DRAW, 383.8 FEET SOUTHWEST
 SR0282'OF E 2 Z R.M. 1, 370.0 FEET SOUTHEAST OF E 2 Z R.M. 2, AND SET IN THE
 SR0282'TOP OF A CONCRETE POST WHICH IS 14 INCHES BELOW THE LEVEL OF THE
 SR0282'CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0284 ***********************************************************************
 SR0284  DESIGNATION -  E 2 Z RM 1
 SR0284  PID         -  SR0284
 SR0284  STATE/COUNTY-  MT/FERGUS
 SR0284  USGS QUAD   -  TAFFY RIDGE (1954)
 SR0284
 SR0284                         *CURRENT SURVEY CONTROL
 SR0284  ___________________________________________________________________
 SR0284* NAD 83(1986)-  47 39 01.     (N)    109 20 44.     (W)     SCALED    
 SR0284* NAVD 88     -       957.566  (meters)    3141.61   (feet)  ADJUSTED  
 SR0284  ___________________________________________________________________
 SR0284  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 SR0284  DYNAMIC HT  -         957.540 (meters)    3141.53  (feet)  COMP
 SR0284  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 SR0284
 SR0284  VERT ORDER  -  FIRST     CLASS II
 SR0284
 SR0284.The horizontal coordinates were scaled from a topographic map and have
 SR0284.an estimated accuracy of +/- 6 seconds.
 SR0284
 SR0284.The orthometric height was determined by differential leveling
 SR0284.and adjusted by the National Geodetic Survey in June 1991..
 SR0284
 SR0284.The geoid height was determined by GEOID03.
 SR0284
 SR0284.The dynamic height is computed by dividing the NAVD 88
 SR0284.geopotential number by the normal gravity value computed on the
 SR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0284.degrees latitude (g = 980.6199 gals.).
 SR0284
 SR0284.The modeled gravity was interpolated from observed gravity values.
 SR0284
 SR0284;                    North         East    Units  Estimated Accuracy
 SR0284;SPC MT       -   377,840.      611,600.      MT  (+/- 180 meters Scaled)
 SR0284
 SR0284                          SUPERSEDED SURVEY CONTROL
 SR0284
 SR0284  NGVD 29 (??/??/92)  956.750  (m)         3138.94   (f) ADJ UNCH    1 2
 SR0284
 SR0284.Superseded values are not recommended for survey control.
 SR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0284.See file dsdata.txt to determine how the superseded data were derived.
 SR0284
 SR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT242787(NAD 83)
 SR0284_MARKER: DR = REFERENCE MARK DISK
 SR0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0284_STAMPING: E 2 Z NO 1 1961
 SR0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0284+STABILITY: SURFACE MOTION
 SR0284
 SR0284  HISTORY     - Date     Condition        Report By
 SR0284  HISTORY     - 1961     MONUMENTED       CGS
 SR0284
 SR0284                          STATION DESCRIPTION
 SR0284
 SR0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0284'8.1 MI NE FROM WINIFRED.
 SR0284'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0284'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0284'6.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG AN
 SR0284'OLD ROAD GRADE, THENCE 0.2 MILE NORTHWEST ALONG A DIM TRAIL ROAD ALONG
 SR0284'THE SOUTHWEST RIM OF A DEEP CANYON TO TRIANGULATION STATION E 2 Y
 SR0284'1961, THENCE 0.3 MILE SOUTH ACROSS A DEEP DRAW TO THE NORTH EDGE OF A
 SR0284'CULTIVATED FIELD, IN SECTION 25, T 22 N, R 18 E, 8 FEET NORTH OF THE
 SR0284'NORTH EDGE OF THE CULTIVATED FIELD, 383.8 FEET NORTHEAST OF E 2 Z
 SR0284'1961, 1.5 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0284'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0283 ***********************************************************************
 SR0283  DESIGNATION -  E 2 Z RM 2
 SR0283  PID         -  SR0283
 SR0283  STATE/COUNTY-  MT/FERGUS
 SR0283  USGS QUAD   -  TAFFY RIDGE (1954)
 SR0283
 SR0283                         *CURRENT SURVEY CONTROL
 SR0283  ___________________________________________________________________
 SR0283* NAD 83(1986)-  47 39 00.     (N)    109 20 48.     (W)     SCALED    
 SR0283* NAVD 88     -       959.722  (meters)    3148.69   (feet)  ADJUSTED  
 SR0283  ___________________________________________________________________
 SR0283  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 SR0283  DYNAMIC HT  -         959.696 (meters)    3148.60  (feet)  COMP
 SR0283  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 SR0283
 SR0283  VERT ORDER  -  FIRST     CLASS II
 SR0283
 SR0283.The horizontal coordinates were scaled from a topographic map and have
 SR0283.an estimated accuracy of +/- 6 seconds.
 SR0283
 SR0283.The orthometric height was determined by differential leveling
 SR0283.and adjusted by the National Geodetic Survey in June 1991..
 SR0283
 SR0283.The geoid height was determined by GEOID03.
 SR0283
 SR0283.The dynamic height is computed by dividing the NAVD 88
 SR0283.geopotential number by the normal gravity value computed on the
 SR0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0283.degrees latitude (g = 980.6199 gals.).
 SR0283
 SR0283.The modeled gravity was interpolated from observed gravity values.
 SR0283
 SR0283;                    North         East    Units  Estimated Accuracy
 SR0283;SPC MT       -   377,810.      611,510.      MT  (+/- 180 meters Scaled)
 SR0283
 SR0283                          SUPERSEDED SURVEY CONTROL
 SR0283
 SR0283  NGVD 29 (??/??/92)  958.905  (m)         3146.01   (f) ADJ UNCH    1 2
 SR0283
 SR0283.Superseded values are not recommended for survey control.
 SR0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0283.See file dsdata.txt to determine how the superseded data were derived.
 SR0283
 SR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT241787(NAD 83)
 SR0283_MARKER: DR = REFERENCE MARK DISK
 SR0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0283_STAMPING: E 2 Z NO 2 1961
 SR0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0283+STABILITY: SURFACE MOTION
 SR0283
 SR0283  HISTORY     - Date     Condition        Report By
 SR0283  HISTORY     - 1961     MONUMENTED       CGS
 SR0283
 SR0283                          STATION DESCRIPTION
 SR0283
 SR0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0283'8.1 MI NE FROM WINIFRED.
 SR0283'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0283'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0283'6.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG AN
 SR0283'OLD ROAD GRADE, THENCE 0.2 MILE NORTHWEST ALONG A DIM TRAIL ROAD ALONG
 SR0283'THE SOUTHWEST RIM OF A DEEP CANYON TO TRIANGULATION STATION E 2 Y
 SR0283'1961, THENCE 0.3 MILE SOUTH ACROSS A DEEP DRAW TO THE NORTH EDGE OF A
 SR0283'CULTIVATED FIELD, IN SECTION 25, T 22 N, R 18 E, 0.1 MILE SOUTHWEST OF
 SR0283'A SMALL STOCK POND ACROSS THE DRAW, 164 YARDS SOUTHEAST OF THE MORE
 SR0283'SOUTHERLY OF TWO CIRCULAR TIN GRAIN BINS, 7 FEET NORTH OF THE NORTH
 SR0283'EDGE OF THE FIELD, 370.0 FEET NORTHWEST OF E 2 Z 1961, AND SET IN THE
 SR0283'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0172 ***********************************************************************
 TJ0172  DESIGNATION -  E 20
 TJ0172  PID         -  TJ0172
 TJ0172  STATE/COUNTY-  MT/VALLEY
 TJ0172  USGS QUAD   -  GLASGOW (1978)
 TJ0172
 TJ0172                         *CURRENT SURVEY CONTROL
 TJ0172  ___________________________________________________________________
 TJ0172* NAD 83(1986)-  48 13 55.     (N)    106 43 27.     (W)     SCALED    
 TJ0172* NAVD 88     -       639.077  (meters)    2096.71   (feet)  ADJUSTED  
 TJ0172  ___________________________________________________________________
 TJ0172  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0172  DYNAMIC HT  -         639.152 (meters)    2096.95  (feet)  COMP
 TJ0172  MODELED GRAV-     980,708.4   (mgal)                       NAVD 88
 TJ0172
 TJ0172  VERT ORDER  -  FIRST     CLASS II
 TJ0172
 TJ0172.The horizontal coordinates were scaled from a topographic map and have
 TJ0172.an estimated accuracy of +/- 6 seconds.
 TJ0172
 TJ0172.The orthometric height was determined by differential leveling
 TJ0172.and adjusted by the National Geodetic Survey in June 1991..
 TJ0172.WARNING-Repeat measurements at this control monument indicate possible
 TJ0172.vertical movement.
 TJ0172
 TJ0172.The geoid height was determined by GEOID03.
 TJ0172
 TJ0172.The dynamic height is computed by dividing the NAVD 88
 TJ0172.geopotential number by the normal gravity value computed on the
 TJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0172.degrees latitude (g = 980.6199 gals.).
 TJ0172
 TJ0172.The modeled gravity was interpolated from observed gravity values.
 TJ0172
 TJ0172;                    North         East    Units  Estimated Accuracy
 TJ0172;SPC MT       -   446,130.      806,100.      MT  (+/- 180 meters Scaled)
 TJ0172
 TJ0172                          SUPERSEDED SURVEY CONTROL
 TJ0172
 TJ0172  NGVD 29 (??/??/92)  638.422  (m)         2094.56   (f) ADJ UNCH    1 2
 TJ0172
 TJ0172.Superseded values are not recommended for survey control.
 TJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0172.See file dsdata.txt to determine how the superseded data were derived.
 TJ0172
 TJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP719435(NAD 83)
 TJ0172_MARKER: DB = BENCH MARK DISK
 TJ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0172_STAMPING: 2094.389
 TJ0172_MARK LOGO: CGS   
 TJ0172_PROJECTION: PROJECTING 14 CENTIMETERS
 TJ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0172+STABILITY: SURFACE MOTION
 TJ0172
 TJ0172  HISTORY     - Date     Condition        Report By
 TJ0172  HISTORY     - UNK      MONUMENTED       CGS
 TJ0172  HISTORY     - 1948     GOOD             NGS
 TJ0172  HISTORY     - 1980     GOOD             NGS
 TJ0172  HISTORY     - 1981     GOOD             LOCSUR
 TJ0172
 TJ0172                          STATION DESCRIPTION
 TJ0172
 TJ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0172'IN PAISLEY.
 TJ0172'AT PAISLEY, VALLEY COUNTY, ON THE GREAT NORTHERN RAILWAY, 20 POLES
 TJ0172'WEST OF MILEPOST 282, 46.4 FEET NORTHEAST OF THE NORTH ONE OF TWO
 TJ0172'POLES SUPPORTING THE STATION SIGN, 44.2 FEET NORTHWEST OF THE
 TJ0172'NORTHWEST CORNER OF A RAILWAY TELEPHONE BOOTH, 59.1 FEET NORTH OF THE
 TJ0172'NORTH RAIL OF THE NORTH TRACK, 28.7 FEET EAST OF A POLE, 8.5 FEET
 TJ0172'SOUTH OF A POINT IN LINE WITH A ROW OF POLES, 1 FOOT EAST OF A WHITE
 TJ0172'WOODEN WITNESS POST, AND 7 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 TJ0172'STAMPED 2094.389 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 TJ0172'FOOT ABOVE GROUND.
 TJ0172
 TJ0172                          STATION RECOVERY (1980)
 TJ0172
 TJ0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0172'7.6 KM (4.7 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0172'FROM THE STATION IN GLASGOW, 18.0 METERS (59.1 FT) NORTHEAST OF THE
 TJ0172'NORTHEAST RAIL, 15.4 METERS (50.5 FT) SOUTHWEST OF THE CENTER OF
 TJ0172'A DIRT ROAD, 13.5 METERS (44.2 FT) NORTHEAST OF A RAILROAD TELEPHONE
 TJ0172'BOX AND 8.7 METERS (28.7 FT) SOUTHEAST OF A UTILITY POLE.
 TJ0172'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TJ0172'THE MARK IS 2.0 M BELOW THE TRACKS.
 TJ0172
 TJ0172                          STATION RECOVERY (1981)
 TJ0172
 TJ0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TJ0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0585 ***********************************************************************
 RV0585  DESIGNATION -  E 200
 RV0585  PID         -  RV0585
 RV0585  STATE/COUNTY-  MT/WHEATLAND
 RV0585  USGS QUAD   -  OXFORD (1986)
 RV0585
 RV0585                         *CURRENT SURVEY CONTROL
 RV0585  ___________________________________________________________________
 RV0585* NAD 83(1986)-  46 35 30.     (N)    109 43 27.     (W)     SCALED    
 RV0585* NAVD 88     -      1397.149  (meters)    4583.81   (feet)  ADJUSTED  
 RV0585  ___________________________________________________________________
 RV0585  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 RV0585  DYNAMIC HT  -        1396.855 (meters)    4582.85  (feet)  COMP
 RV0585  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 RV0585
 RV0585  VERT ORDER  -  SECOND    CLASS 0
 RV0585
 RV0585.The horizontal coordinates were scaled from a topographic map and have
 RV0585.an estimated accuracy of +/- 6 seconds.
 RV0585
 RV0585.The orthometric height was determined by differential leveling
 RV0585.and adjusted by the National Geodetic Survey in June 1991..
 RV0585
 RV0585.The geoid height was determined by GEOID03.
 RV0585
 RV0585.The dynamic height is computed by dividing the NAVD 88
 RV0585.geopotential number by the normal gravity value computed on the
 RV0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0585.degrees latitude (g = 980.6199 gals.).
 RV0585
 RV0585.The modeled gravity was interpolated from observed gravity values.
 RV0585
 RV0585;                    North         East    Units  Estimated Accuracy
 RV0585;SPC MT       -   260,240.      582,830.      MT  (+/- 180 meters Scaled)
 RV0585
 RV0585                          SUPERSEDED SURVEY CONTROL
 RV0585
 RV0585  NGVD 29 (??/??/92) 1396.193  (m)         4580.68   (f) ADJ UNCH    2 0
 RV0585
 RV0585.Superseded values are not recommended for survey control.
 RV0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0585.See file dsdata.txt to determine how the superseded data were derived.
 RV0585
 RV0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS977605(NAD 83)
 RV0585_MARKER: DB = BENCH MARK DISK
 RV0585_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0585_SP_SET: 10 FT.
 RV0585_STAMPING: E 200 1961
 RV0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0585
 RV0585  HISTORY     - Date     Condition        Report By
 RV0585  HISTORY     - 1961     MONUMENTED       CGS
 RV0585  HISTORY     - 1981     MARK NOT FOUND   USGS
 RV0585
 RV0585                          STATION DESCRIPTION
 RV0585
 RV0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0585'7.65 MI SE FROM JUDITH GAP.
 RV0585'ABOUT 6.15 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0585'JUDITH GAP, THENCE 1.5 MILES EAST ALONG A GRAVEL ROAD, 59 1/2 FEET
 RV0585'NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH OF A FENCE CORNER,
 RV0585'1 1/2 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1
 RV0585'1/2 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 RV0585'COPPER COATED ROD WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF 10 FEET.
 RV0585'THE UPPER PORTION OF THE ROD WAS ENCASED IN A 6-INCH TILE WHICH
 RV0585'PROJECTS 4 INCHES.
 RV0585
 RV0585                          STATION RECOVERY (1981)
 RV0585
 RV0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RV0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0016 ***********************************************************************
 TH0016  DESIGNATION -  E 203
 TH0016  PID         -  TH0016
 TH0016  STATE/COUNTY-  MT/SHERIDAN
 TH0016  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0016
 TH0016                         *CURRENT SURVEY CONTROL
 TH0016  ___________________________________________________________________
 TH0016* NAD 83(1986)-  48 53 54.     (N)    104 14 47.     (W)     SCALED    
 TH0016* NAVD 88     -       690.188  (meters)    2264.39   (feet)  ADJUSTED  
 TH0016  ___________________________________________________________________
 TH0016  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 TH0016  DYNAMIC HT  -         690.305 (meters)    2264.78  (feet)  COMP
 TH0016  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 TH0016
 TH0016  VERT ORDER  -  SECOND    CLASS 0
 TH0016
 TH0016.The horizontal coordinates were scaled from a topographic map and have
 TH0016.an estimated accuracy of +/- 6 seconds.
 TH0016
 TH0016.The orthometric height was determined by differential leveling
 TH0016.and adjusted by the National Geodetic Survey in June 1991..
 TH0016
 TH0016.The geoid height was determined by GEOID03.
 TH0016
 TH0016.The dynamic height is computed by dividing the NAVD 88
 TH0016.geopotential number by the normal gravity value computed on the
 TH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0016.degrees latitude (g = 980.6199 gals.).
 TH0016
 TH0016.The modeled gravity was interpolated from observed gravity values.
 TH0016
 TH0016;                    North         East    Units  Estimated Accuracy
 TH0016;SPC MT       -   529,470.      984,890.      MT  (+/- 180 meters Scaled)
 TH0016
 TH0016                          SUPERSEDED SURVEY CONTROL
 TH0016
 TH0016  NGVD 29 (??/??/92)  689.652  (m)         2262.63   (f) ADJ UNCH    2 0
 TH0016
 TH0016.Superseded values are not recommended for survey control.
 TH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0016.See file dsdata.txt to determine how the superseded data were derived.
 TH0016
 TH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ552164(NAD 83)
 TH0016_MARKER: DB = BENCH MARK DISK
 TH0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0016_STAMPING: E-203 -- 1934
 TH0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0016+STABILITY: SURFACE MOTION
 TH0016
 TH0016  HISTORY     - Date     Condition        Report By
 TH0016  HISTORY     - 1934     MONUMENTED       CGS
 TH0016
 TH0016                          STATION DESCRIPTION
 TH0016
 TH0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0016'IN COMERTOWN.
 TH0016'AT COMERTOWN.  410 FEET EAST OF DEPOT.  35.6 FEET NORTH OF NORTH RAIL
 TH0016'OF SOO LINE TRACK.  18.5 FEET WEST OF MILE POST 630.  IN LINE WITH ROW
 TH0016'OF TELEGRAPH POLES.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 5
 TH0016'INCHES HIGH.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TH0016'RAILWAY IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0224 ***********************************************************************
 RT0224  DESIGNATION -  E 204
 RT0224  PID         -  RT0224
 RT0224  STATE/COUNTY-  MT/CUSTER
 RT0224  USGS QUAD   -  KNOWLTON (1969)
 RT0224
 RT0224                         *CURRENT SURVEY CONTROL
 RT0224  ___________________________________________________________________
 RT0224* NAD 83(1986)-  46 20 33.     (N)    105 06 24.     (W)     SCALED    
 RT0224* NAVD 88     -       967.213  (meters)    3173.26   (feet)  ADJUSTED  
 RT0224  ___________________________________________________________________
 RT0224  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RT0224  DYNAMIC HT  -         967.101 (meters)    3172.90  (feet)  COMP
 RT0224  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 RT0224
 RT0224  VERT ORDER  -  SECOND    CLASS 0
 RT0224
 RT0224.The horizontal coordinates were scaled from a topographic map and have
 RT0224.an estimated accuracy of +/- 6 seconds.
 RT0224
 RT0224.The orthometric height was determined by differential leveling
 RT0224.and adjusted by the National Geodetic Survey in June 1991..
 RT0224
 RT0224.The geoid height was determined by GEOID03.
 RT0224
 RT0224.The dynamic height is computed by dividing the NAVD 88
 RT0224.geopotential number by the normal gravity value computed on the
 RT0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0224.degrees latitude (g = 980.6199 gals.).
 RT0224
 RT0224.The modeled gravity was interpolated from observed gravity values.
 RT0224
 RT0224;                    North         East    Units  Estimated Accuracy
 RT0224;SPC MT       -   242,010.      937,860.      MT  (+/- 180 meters Scaled)
 RT0224
 RT0224                          SUPERSEDED SURVEY CONTROL
 RT0224
 RT0224  NGVD 29 (??/??/92)  966.624  (m)         3171.33   (f) ADJ UNCH    2 0
 RT0224
 RT0224.Superseded values are not recommended for survey control.
 RT0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0224.See file dsdata.txt to determine how the superseded data were derived.
 RT0224
 RT0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM917321(NAD 83)
 RT0224_MARKER: DB = BENCH MARK DISK
 RT0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0224_STAMPING: E 204 1934
 RT0224_MARK LOGO: CGS   
 RT0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 RT0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0224+STABILITY: SURFACE MOTION
 RT0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RT0224+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1996
 RT0224
 RT0224  HISTORY     - Date     Condition        Report By
 RT0224  HISTORY     - 1934     MONUMENTED       CGS
 RT0224  HISTORY     - 1969     GOOD             USGS
 RT0224  HISTORY     - 19960426 GOOD             MTDOT
 RT0224
 RT0224                          STATION DESCRIPTION
 RT0224
 RT0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0224'1 MI W FROM KNOWLTON.
 RT0224'1 MILE WEST ALONG THE COUNTY ROAD LEADING TO MIZPAH FROM THE
 RT0224'SCHOOLHOUSE AT KNOWLTON, CUSTER COUNTY, 0.2 MILE NORTHEAST OF A RANCH
 RT0224'DRIVEWAY LEADING SOUTH, AT THE EAST END OF A CURVE TO THE LEFT, 190
 RT0224'FEET EAST OF A FENCE CORNER, 50 FEET NORTH OF THE CENTERLINE OF THE
 RT0224'ROAD, AND 1.6 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED E 204
 RT0224'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 RT0224'GROUND.
 RT0224
 RT0224                          STATION RECOVERY (1969)
 RT0224
 RT0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0224'RECOVERED IN GOOD CONDITION.
 RT0224
 RT0224                          STATION RECOVERY (1996)
 RT0224
 RT0224'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RT0224'1.0 MI (1.6 KM) WEST ALONG THE ISMAY-MIZPAH ROAD FROM THE SCHOOLHOUSE
 RT0224'AT KNOWLTON, 0.1 MI (0.2 KM) EAST OF A SMALL SAWMILL OPERATION, 50.0
 RT0224'FT (15.2 M) NORTH OF THE CENTER OF THE ROAD, 39.0 FT (11.9 M)
 RT0224'NORTHWEST OF A POWER POLE, 2.0 FT (0.6 M) SOUTH OF A FENCE AND 1.5 FT
 RT0224'(0.5 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0095 ***********************************************************************
 QU0095  DESIGNATION -  E 205
 QU0095  PID         -  QU0095
 QU0095  STATE/COUNTY-  MT/CUSTER
 QU0095  USGS QUAD   -  MILLS CREEK EAST (1979)
 QU0095
 QU0095                         *CURRENT SURVEY CONTROL
 QU0095  ___________________________________________________________________
 QU0095* NAD 83(1986)-  45 54 11.     (N)    105 01 24.     (W)     SCALED    
 QU0095* NAVD 88     -       860.954  (meters)    2824.65   (feet)  ADJUSTED  
 QU0095  ___________________________________________________________________
 QU0095  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 QU0095  DYNAMIC HT  -         860.821 (meters)    2824.21  (feet)  COMP
 QU0095  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 QU0095
 QU0095  VERT ORDER  -  SECOND    CLASS 0
 QU0095
 QU0095.The horizontal coordinates were scaled from a topographic map and have
 QU0095.an estimated accuracy of +/- 6 seconds.
 QU0095
 QU0095.The orthometric height was determined by differential leveling
 QU0095.and adjusted by the National Geodetic Survey in June 1991..
 QU0095
 QU0095.The geoid height was determined by GEOID03.
 QU0095
 QU0095.The dynamic height is computed by dividing the NAVD 88
 QU0095.geopotential number by the normal gravity value computed on the
 QU0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0095.degrees latitude (g = 980.6199 gals.).
 QU0095
 QU0095.The modeled gravity was interpolated from observed gravity values.
 QU0095
 QU0095;                    North         East    Units  Estimated Accuracy
 QU0095;SPC MT       -   193,630.      947,050.      MT  (+/- 180 meters Scaled)
 QU0095
 QU0095                          SUPERSEDED SURVEY CONTROL
 QU0095
 QU0095  NGVD 29 (??/??/92)  860.372  (m)         2822.74   (f) ADJ UNCH    2 0
 QU0095
 QU0095.Superseded values are not recommended for survey control.
 QU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0095.See file dsdata.txt to determine how the superseded data were derived.
 QU0095
 QU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL981832(NAD 83)
 QU0095_MARKER: DB = BENCH MARK DISK
 QU0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0095_STAMPING: E 205 1934
 QU0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0095+STABILITY: SURFACE MOTION
 QU0095
 QU0095  HISTORY     - Date     Condition        Report By
 QU0095  HISTORY     - 1934     MONUMENTED       CGS
 QU0095  HISTORY     - 1973     GOOD             USGS
 QU0095
 QU0095                          STATION DESCRIPTION
 QU0095
 QU0095'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0095'11.9 MI NW FROM POWDERVILLE.
 QU0095'11.9 MILES FROM POWER RIVER BRIDGE NEAR POWERVILLE, POWER
 QU0095'RIVER COUNTY, 1.0 MILE WEST OF, THENCE, 10.9 MILES NORTH ALONG
 QU0095'COUNTY ROAD TO MIZPAH ON THE CROWN OF A SMALL HILL, AT A SLIGHT
 QU0095'CURVE TO THE RIGHT, BM IS LOCATED 38 FEET SOUTH OF T-FENCE,
 QU0095'200 FEET WEST OF CENTERLINE OF THE ROAD.  A STANDARD DISK,
 QU0095'STAMPED E 205 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QU0095'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0079 ***********************************************************************
 QU0079  DESIGNATION -  E 206
 QU0079  PID         -  QU0079
 QU0079  STATE/COUNTY-  MT/CARTER
 QU0079  USGS QUAD   -  EKALAKA (1993)
 QU0079
 QU0079                         *CURRENT SURVEY CONTROL
 QU0079  ___________________________________________________________________
 QU0079* NAD 83(1986)-  45 53 33.     (N)    104 35 14.     (W)     SCALED    
 QU0079* NAVD 88     -      1038.118  (meters)    3405.89   (feet)  ADJUSTED  
 QU0079  ___________________________________________________________________
 QU0079  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 QU0079  DYNAMIC HT  -        1037.914 (meters)    3405.22  (feet)  COMP
 QU0079  MODELED GRAV-     980,383.8   (mgal)                       NAVD 88
 QU0079
 QU0079  VERT ORDER  -  SECOND    CLASS 0
 QU0079
 QU0079.The horizontal coordinates were scaled from a topographic map and have
 QU0079.an estimated accuracy of +/- 6 seconds.
 QU0079
 QU0079.The orthometric height was determined by differential leveling
 QU0079.and adjusted by the National Geodetic Survey in June 1991..
 QU0079
 QU0079.The geoid height was determined by GEOID03.
 QU0079
 QU0079.The dynamic height is computed by dividing the NAVD 88
 QU0079.geopotential number by the normal gravity value computed on the
 QU0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0079.degrees latitude (g = 980.6199 gals.).
 QU0079
 QU0079.The modeled gravity was interpolated from observed gravity values.
 QU0079
 QU0079;                    North         East    Units  Estimated Accuracy
 QU0079;SPC MT       -   194,480.      980,890.      MT  (+/- 180 meters Scaled)
 QU0079
 QU0079                          SUPERSEDED SURVEY CONTROL
 QU0079
 QU0079  NGVD 29 (??/??/92) 1037.500  (m)         3403.86   (f) ADJ UNCH    2 0
 QU0079
 QU0079.Superseded values are not recommended for survey control.
 QU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0079.See file dsdata.txt to determine how the superseded data were derived.
 QU0079
 QU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL320821(NAD 83)
 QU0079_MARKER: DB = BENCH MARK DISK
 QU0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0079_STAMPING: E 206 1934
 QU0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0079+STABILITY: SURFACE MOTION
 QU0079
 QU0079  HISTORY     - Date     Condition        Report By
 QU0079  HISTORY     - 1934     MONUMENTED       CGS
 QU0079  HISTORY     - 1973     GOOD             NGS
 QU0079
 QU0079                          STATION DESCRIPTION
 QU0079
 QU0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QU0079'2.1 MI W FROM EKALAKA.
 QU0079'FROM THE COUNTY COURTHOUSE IN EKALAKA, GO NORTH 1 BLOCK, WEST
 QU0079'0.3 MILE, NORTH 0.2 MILE, WEST 1.1 MILES TO A Y, KEEP LEFT
 QU0079'FORK AND GO WEST 0.5 MILE TO THE OLD ROADBED AND THE MARK ON
 QU0079'THE RIGHT, 38 FEET NORTH OF THE CENTER OF THE ROAD, 93 FEET
 QU0079'EAST OF A LONE TREE, 35 FEET WEST OF THE CENTER OF THE OLD
 QU0079'ROADBED, 1 FOOT SOUTH OF THE FENCELINE AND A METAL WITNESS
 QU0079'POST AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK SET IN A
 QU0079'6-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0253 ***********************************************************************
 RT0253  DESIGNATION -  E 207
 RT0253  PID         -  RT0253
 RT0253  STATE/COUNTY-  MT/CUSTER
 RT0253  USGS QUAD   -  LOCATE SE (1969)
 RT0253
 RT0253                         *CURRENT SURVEY CONTROL
 RT0253  ___________________________________________________________________
 RT0253* NAD 83(1986)-  46 17 02.     (N)    105 21 18.     (W)     SCALED    
 RT0253* NAVD 88     -       805.289  (meters)    2642.02   (feet)  ADJUSTED  
 RT0253  ___________________________________________________________________
 RT0253  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 RT0253  DYNAMIC HT  -         805.202 (meters)    2641.73  (feet)  COMP
 RT0253  MODELED GRAV-     980,479.7   (mgal)                       NAVD 88
 RT0253
 RT0253  VERT ORDER  -  SECOND    CLASS 0
 RT0253
 RT0253.The horizontal coordinates were scaled from a topographic map and have
 RT0253.an estimated accuracy of +/- 6 seconds.
 RT0253
 RT0253.The orthometric height was determined by differential leveling
 RT0253.and adjusted by the National Geodetic Survey in June 1991..
 RT0253
 RT0253.The geoid height was determined by GEOID03.
 RT0253
 RT0253.The dynamic height is computed by dividing the NAVD 88
 RT0253.geopotential number by the normal gravity value computed on the
 RT0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0253.degrees latitude (g = 980.6199 gals.).
 RT0253
 RT0253.The modeled gravity was interpolated from observed gravity values.
 RT0253
 RT0253;                    North         East    Units  Estimated Accuracy
 RT0253;SPC MT       -   234,460.      919,120.      MT  (+/- 180 meters Scaled)
 RT0253
 RT0253                          SUPERSEDED SURVEY CONTROL
 RT0253
 RT0253  NGVD 29 (??/??/92)  804.700  (m)         2640.09   (f) ADJ UNCH    2 0
 RT0253
 RT0253.Superseded values are not recommended for survey control.
 RT0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0253.See file dsdata.txt to determine how the superseded data were derived.
 RT0253
 RT0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM726256(NAD 83)
 RT0253_MARKER: DB = BENCH MARK DISK
 RT0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0253_STAMPING: E 207 1934
 RT0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0253+STABILITY: SURFACE MOTION
 RT0253
 RT0253  HISTORY     - Date     Condition        Report By
 RT0253  HISTORY     - 1934     MONUMENTED       CGS
 RT0253
 RT0253                          STATION DESCRIPTION
 RT0253
 RT0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0253'3.5 MI W FROM MIZPAH.
 RT0253'ABOUT 3.5 MILES WEST ALONG THE MILES CITY-EKALAKA ROAD FROM THE POST
 RT0253'OFFICE AT MIZPAH, CUSTER COUNTY, ABOUT 5.6 MILES WEST OF THE POWDER
 RT0253'RIVER BRIDGE NEAR MIZPAH, ABOUT 0.8 MILE NORTHWEST OF THE STRAVELLE
 RT0253'CREEK SCHOOL, 29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 1
 RT0253'FOOT SOUTHWEST OF THE FENCE PARALLELING THE ROAD.  A STANDARD DISK,
 RT0253'STAMPED E 207 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RT0253'ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0024 ***********************************************************************
 RT0024  DESIGNATION -  E 208
 RT0024  PID         -  RT0024
 RT0024  STATE/COUNTY-  MT/WIBAUX
 RT0024  USGS QUAD   -  CARLYLE NW (1981)
 RT0024
 RT0024                         *CURRENT SURVEY CONTROL
 RT0024  ___________________________________________________________________
 RT0024* NAD 83(1986)-  46 43 43.     (N)    104 14 25.     (W)     SCALED    
 RT0024* NAVD 88     -       886.020  (meters)    2906.88   (feet)  ADJUSTED  
 RT0024  ___________________________________________________________________
 RT0024  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 RT0024  DYNAMIC HT  -         885.977 (meters)    2906.74  (feet)  COMP
 RT0024  MODELED GRAV-     980,533.8   (mgal)                       NAVD 88
 RT0024
 RT0024  VERT ORDER  -  SECOND    CLASS 0
 RT0024
 RT0024.The horizontal coordinates were scaled from a topographic map and have
 RT0024.an estimated accuracy of +/- 6 seconds.
 RT0024
 RT0024.The orthometric height was determined by differential leveling
 RT0024.and adjusted by the National Geodetic Survey in June 1991..
 RT0024
 RT0024.The geoid height was determined by GEOID03.
 RT0024
 RT0024.The dynamic height is computed by dividing the NAVD 88
 RT0024.geopotential number by the normal gravity value computed on the
 RT0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0024.degrees latitude (g = 980.6199 gals.).
 RT0024
 RT0024.The modeled gravity was interpolated from observed gravity values.
 RT0024
 RT0024;                    North         East    Units  Estimated Accuracy
 RT0024;SPC MT       -   288,910.    1,001,510.      MT  (+/- 180 meters Scaled)
 RT0024
 RT0024                          SUPERSEDED SURVEY CONTROL
 RT0024
 RT0024  NGVD 29 (??/??/92)  885.401  (m)         2904.85   (f) ADJ UNCH    2 0
 RT0024
 RT0024.Superseded values are not recommended for survey control.
 RT0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0024.See file dsdata.txt to determine how the superseded data were derived.
 RT0024
 RT0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM580752(NAD 83)
 RT0024_MARKER: DB = BENCH MARK DISK
 RT0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0024_STAMPING: E 208 1934
 RT0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0024+STABILITY: SURFACE MOTION
 RT0024
 RT0024  HISTORY     - Date     Condition        Report By
 RT0024  HISTORY     - 1934     MONUMENTED       CGS
 RT0024  HISTORY     - 1976     GOOD             USGS
 RT0024
 RT0024                          STATION DESCRIPTION
 RT0024
 RT0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0024'20.1 MI S FROM WIBAUX.
 RT0024'20.1 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE NORTHERN PACIFIC
 RT0024'RAILWAY STATION AT WIBAUX, WIBAUX COUNTY, 35 FEET NORTH OF THE
 RT0024'CENTERLINE OF AN EAST-AND-WEST SECTION-LINE ROAD, 40 FEET WEST OF THE
 RT0024'CENTERLINE OF THE HIGHWAY, 13 FEET WEST OF A FENCE CORNER, AND 1.3
 RT0024'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED E 208 1934 AND SET IN
 RT0024'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 RT0024
 RT0024                          STATION RECOVERY (1976)
 RT0024
 RT0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0024'19.6 MI S OF WIBAUX ALONG STATE HWY 7 TO COUNTY RD RIGHT, THENCE 0.1
 RT0024'MI W ON COUNTY RD TO OLD ROW X-ING, 29 FT N AND 40 FT W OF COUNTY RD
 RT0024'AT X-ING. A STD DISK, STAMPED E 208 1934, SET IN CONC POST PROJECTING
 RT0024'0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0081 ***********************************************************************
 RT0081  DESIGNATION -  E 209
 RT0081  PID         -  RT0081
 RT0081  STATE/COUNTY-  MT/FALLON
 RT0081  USGS QUAD   -  WILLARD (1981)
 RT0081
 RT0081                         *CURRENT SURVEY CONTROL
 RT0081  ___________________________________________________________________
 RT0081* NAD 83(1986)-  46 11 38.     (N)    104 21 53.     (W)     SCALED    
 RT0081* NAVD 88     -      1008.475  (meters)    3308.64   (feet)  ADJUSTED  
 RT0081  ___________________________________________________________________
 RT0081  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RT0081  DYNAMIC HT  -        1008.331 (meters)    3308.17  (feet)  COMP
 RT0081  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 RT0081
 RT0081  VERT ORDER  -  SECOND    CLASS 0
 RT0081
 RT0081.The horizontal coordinates were scaled from a topographic map and have
 RT0081.an estimated accuracy of +/- 6 seconds.
 RT0081
 RT0081.The orthometric height was determined by differential leveling
 RT0081.and adjusted by the National Geodetic Survey in June 1991..
 RT0081
 RT0081.The geoid height was determined by GEOID03.
 RT0081
 RT0081.The dynamic height is computed by dividing the NAVD 88
 RT0081.geopotential number by the normal gravity value computed on the
 RT0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0081.degrees latitude (g = 980.6199 gals.).
 RT0081
 RT0081.The modeled gravity was interpolated from observed gravity values.
 RT0081
 RT0081;                    North         East    Units  Estimated Accuracy
 RT0081;SPC MT       -   229,000.      995,920.      MT  (+/- 180 meters Scaled)
 RT0081
 RT0081                          SUPERSEDED SURVEY CONTROL
 RT0081
 RT0081  NGVD 29 (??/??/92) 1007.866  (m)         3306.64   (f) ADJ UNCH    2 0
 RT0081
 RT0081.Superseded values are not recommended for survey control.
 RT0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0081.See file dsdata.txt to determine how the superseded data were derived.
 RT0081
 RT0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM490157(NAD 83)
 RT0081_MARKER: DB = BENCH MARK DISK
 RT0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0081_STAMPING: E 209 1934
 RT0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0081+STABILITY: SURFACE MOTION
 RT0081
 RT0081  HISTORY     - Date     Condition        Report By
 RT0081  HISTORY     - 1934     MONUMENTED       CGS
 RT0081  HISTORY     - 1934     GOOD             NGS
 RT0081  HISTORY     - 1976     GOOD             USGS
 RT0081
 RT0081                          STATION DESCRIPTION
 RT0081
 RT0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RT0081'14.7 MI S FROM BAKER.
 RT0081'14.7 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE AT
 RT0081'BAKER, FALLON COUNTY, 1.1 MILE NORTH OF THE POST OFFICE AND STORE AT
 RT0081'WILLARD, 92.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 RT0081'SCHOOLHOUSE, 47 FEET SOUTH OF THE NORTHEAST CORNER OF THE SCHOOLYARD
 RT0081'FENCE, 46.5 FEET SOUTHWEST OF THE CENTERLINE OF THE WEST HEADWALL OF
 RT0081'AN 18-INCH CORRUGATED IRON PIPE CULVERT UNDER THE HIGHWAY, 76 FEET
 RT0081'SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST SECTION-LINE CROSSROAD, 51
 RT0081'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 FEET EAST OF THE
 RT0081'EAST SCHOOLYARD FENCE.  A STANDARD DISK, STAMPED E 209 1934 AND SET IN
 RT0081'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 RT0081
 RT0081                          STATION RECOVERY (1976)
 RT0081
 RT0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0081'AT WILLARD, 0.2 MI. EAST OF THE JUNCTION OF STATE HIGHWAY 7 AND A
 RT0081'GRAVEL COUNTY ROAD CROSSING, 80 FEET SOUTH AND 20 FEET WEST OF A
 RT0081'GRAVEL T-ROAD-SOUTH, 90 FEET EAST NORTH EAST OF THE NORTHEAST CORNER
 RT0081'OF THE OLD SCHOOLHOUSE, 1 FOOT EAST OF THE SCHOOLYARD FENCE. A
 RT0081'STANDARD BRONZE DISK SET IN A CONCRETE POST, 0.2 FOOT ABOVE GROUND
 RT0081'AND 3.8 FEET LOWER THAN THE T-ROAD-SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0309 ***********************************************************************
 TJ0309  DESIGNATION -  E 21
 TJ0309  PID         -  TJ0309
 TJ0309  STATE/COUNTY-  MT/PHILLIPS
 TJ0309  USGS QUAD   -  ROBINSON RANCH (1984)
 TJ0309
 TJ0309                         *CURRENT SURVEY CONTROL
 TJ0309  ___________________________________________________________________
 TJ0309* NAD 83(1986)-  48 28 29.     (N)    107 25 10.     (W)     SCALED    
 TJ0309* NAVD 88     -       680.302  (meters)    2231.96   (feet)  ADJUSTED  
 TJ0309  ___________________________________________________________________
 TJ0309  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 TJ0309  DYNAMIC HT  -         680.403 (meters)    2232.29  (feet)  COMP
 TJ0309  MODELED GRAV-     980,736.8   (mgal)                       NAVD 88
 TJ0309
 TJ0309  VERT ORDER  -  FIRST     CLASS II
 TJ0309
 TJ0309.The horizontal coordinates were scaled from a topographic map and have
 TJ0309.an estimated accuracy of +/- 6 seconds.
 TJ0309
 TJ0309.The orthometric height was determined by differential leveling
 TJ0309.and adjusted by the National Geodetic Survey in June 1991..
 TJ0309
 TJ0309.The geoid height was determined by GEOID03.
 TJ0309
 TJ0309.The dynamic height is computed by dividing the NAVD 88
 TJ0309.geopotential number by the normal gravity value computed on the
 TJ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0309.degrees latitude (g = 980.6199 gals.).
 TJ0309
 TJ0309.The modeled gravity was interpolated from observed gravity values.
 TJ0309
 TJ0309;                    North         East    Units  Estimated Accuracy
 TJ0309;SPC MT       -   471,510.      753,770.      MT  (+/- 180 meters Scaled)
 TJ0309
 TJ0309                          SUPERSEDED SURVEY CONTROL
 TJ0309
 TJ0309  NGVD 29 (??/??/92)  679.583  (m)         2229.60   (f) ADJ UNCH    1 2
 TJ0309
 TJ0309.Superseded values are not recommended for survey control.
 TJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0309.See file dsdata.txt to determine how the superseded data were derived.
 TJ0309
 TJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP211718(NAD 83)
 TJ0309_MARKER: DB = BENCH MARK DISK
 TJ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0309_MARK LOGO: CGS   
 TJ0309_PROJECTION: PROJECTING 10 CENTIMETERS
 TJ0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 TJ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0309+STABILITY: SURFACE MOTION
 TJ0309
 TJ0309  HISTORY     - Date     Condition        Report By
 TJ0309  HISTORY     - UNK      MONUMENTED       CGS
 TJ0309  HISTORY     - 1952     GOOD             LOCENG
 TJ0309  HISTORY     - 1980     GOOD             NGS
 TJ0309  HISTORY     - 19980120 GOOD             LOCENG
 TJ0309
 TJ0309                          STATION DESCRIPTION
 TJ0309
 TJ0309'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 TJ0309'3.7 MI W FROM SACO.
 TJ0309'3.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0309'SACO, PHILLIPS COUNTY, 32.6 FEET EAST OF MILEPOST 320, 56.1 FEET NORTH
 TJ0309'OF THE NORTH RAIL OF THE TRACK, 12.1 FEET SOUTH OF A FENCE, AND 1.2
 TJ0309'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, SET IN THE
 TJ0309'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 TJ0309
 TJ0309                          STATION RECOVERY (1980)
 TJ0309
 TJ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0309'6.0 KM (3.7 MI) WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0309'RAILROAD STATION IN SACO, 54.6 METERS (179.0 FT) SOUTH OF THE
 TJ0309'CENTERLINE OF U.S. HIGHWAY 2, 18.6 METERS (61.0 FT) SOUTH OF THE
 TJ0309'CENTER OF A PAVED ROAD, 17.1 METERS (56.1 FT) NORTH OF THE NORTH RAIL,
 TJ0309'AND 9.9 METERS (32.6 FT) NORTHEAST OF MILE POST 320.
 TJ0309'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TJ0309'THE MARK IS 1.0 M BELOW THE TRACKS.
 TJ0309
 TJ0309                          STATION RECOVERY (1998)
 TJ0309
 TJ0309'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (GLJ)
 TJ0309'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0012 ***********************************************************************
 QU0012  DESIGNATION -  E 210
 QU0012  PID         -  QU0012
 QU0012  STATE/COUNTY-  MT/CARTER
 QU0012  USGS QUAD   -  BELLTOWER (1993)
 QU0012
 QU0012                         *CURRENT SURVEY CONTROL
 QU0012  ___________________________________________________________________
 QU0012* NAD 83(1986)-  45 40 08.     (N)    104 22 30.     (W)     SCALED    
 QU0012* NAVD 88     -       975.923  (meters)    3201.84   (feet)  ADJUSTED  
 QU0012  ___________________________________________________________________
 QU0012  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 QU0012  DYNAMIC HT  -         975.712 (meters)    3201.15  (feet)  COMP
 QU0012  MODELED GRAV-     980,367.0   (mgal)                       NAVD 88
 QU0012
 QU0012  VERT ORDER  -  SECOND    CLASS 0
 QU0012
 QU0012.The horizontal coordinates were scaled from a topographic map and have
 QU0012.an estimated accuracy of +/- 6 seconds.
 QU0012
 QU0012.The orthometric height was determined by differential leveling
 QU0012.and adjusted by the National Geodetic Survey in June 1991..
 QU0012
 QU0012.The geoid height was determined by GEOID03.
 QU0012
 QU0012.The dynamic height is computed by dividing the NAVD 88
 QU0012.geopotential number by the normal gravity value computed on the
 QU0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0012.degrees latitude (g = 980.6199 gals.).
 QU0012
 QU0012.The modeled gravity was interpolated from observed gravity values.
 QU0012
 QU0012;                    North         East    Units  Estimated Accuracy
 QU0012;SPC MT       -   170,750.      998,940.      MT  (+/- 180 meters Scaled)
 QU0012
 QU0012                          SUPERSEDED SURVEY CONTROL
 QU0012
 QU0012  NGVD 29 (??/??/92)  975.333  (m)         3199.91   (f) ADJ UNCH    2 0
 QU0012
 QU0012.Superseded values are not recommended for survey control.
 QU0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0012.See file dsdata.txt to determine how the superseded data were derived.
 QU0012
 QU0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL486574(NAD 83)
 QU0012_MARKER: DB = BENCH MARK DISK
 QU0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0012_STAMPING: E 210 1934
 QU0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0012+STABILITY: SURFACE MOTION
 QU0012
 QU0012  HISTORY     - Date     Condition        Report By
 QU0012  HISTORY     - 1934     MONUMENTED       CGS
 QU0012  HISTORY     - 1973     GOOD             NGS
 QU0012  HISTORY     - 1976     GOOD             USGS
 QU0012
 QU0012                          STATION DESCRIPTION
 QU0012
 QU0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QU0012'19.4 MI SE FROM EKALAKA.
 QU0012'FROM THE INTERSECTION OF STATE HIGHWAYS 323 AND 7, IN THE NORTHEAST
 QU0012'PART OF EKALAKA, GO SOUTHEAST ON STATE HIGHWAY 323 FOR 19.35
 QU0012'MILES TO THE MARK, 0.15 MILE SOUTH OF THE SOUTH END OF A CURVE,
 QU0012'89 YARDS NORTH OF A FENCE RUNNING EAST, 36 FEET WEST OF THE
 QU0012'CENTER OF THE ROAD, 18.5 FEET EAST OF POWER POLE NO. 3/78 AND
 QU0012'6 INCHES WEST OF A METAL WITNESS POST, ON THE EDGE OF A BEND
 QU0012'IN THE DITCH BANK, WHICH WAS LEFT INTENTIONALLY TO SAVE THE
 QU0012'MARK.  A STANDARD DISK SET IN A 6-INCH SQUARE CONCRETE POST WHICH
 QU0012'PROJECTS 6 INCHES.
 QU0012
 QU0012                          STATION RECOVERY (1976)
 QU0012
 QU0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QU0012'1.2 MILES SOUTH ALONG MONTANA SECONDARY HIGHWAY 323 FROM BELLTOWER
 QU0012'COMMUNITY HALL, 0.2 MILE SOUTH OF A CURVE IN THE HIGHWAY, 69 FEET
 QU0012'WEST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET EAST OF THE
 QU0012'RIGHT-OF-WAY FENCE, A STANDARD BRASS CAP SET IN A CONCRETE POST, 0.5
 QU0012'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0120 ***********************************************************************
 RY0120  DESIGNATION -  E 211
 RY0120  PID         -  RY0120
 RY0120  STATE/COUNTY-  MT/RAVALLI
 RY0120  USGS QUAD   -  MOUNTAIN HOUSE (1964)
 RY0120
 RY0120                         *CURRENT SURVEY CONTROL
 RY0120  ___________________________________________________________________
 RY0120* NAD 83(1986)-  46 11 50.     (N)    114 07 14.     (W)     SCALED    
 RY0120* NAVD 88     -      1144.655  (meters)    3755.42   (feet)  ADJUSTED  
 RY0120  ___________________________________________________________________
 RY0120  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 RY0120  DYNAMIC HT  -        1144.347 (meters)    3754.41  (feet)  COMP
 RY0120  MODELED GRAV-     980,307.9   (mgal)                       NAVD 88
 RY0120
 RY0120  VERT ORDER  -  SECOND    CLASS 0
 RY0120
 RY0120.The horizontal coordinates were scaled from a topographic map and have
 RY0120.an estimated accuracy of +/- 6 seconds.
 RY0120
 RY0120.The orthometric height was determined by differential leveling
 RY0120.and adjusted by the National Geodetic Survey in June 1991..
 RY0120
 RY0120.The geoid height was determined by GEOID03.
 RY0120
 RY0120.The dynamic height is computed by dividing the NAVD 88
 RY0120.geopotential number by the normal gravity value computed on the
 RY0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0120.degrees latitude (g = 980.6199 gals.).
 RY0120
 RY0120.The modeled gravity was interpolated from observed gravity values.
 RY0120
 RY0120;                    North         East    Units  Estimated Accuracy
 RY0120;SPC MT       -   226,900.      243,740.      MT  (+/- 180 meters Scaled)
 RY0120
 RY0120                          SUPERSEDED SURVEY CONTROL
 RY0120
 RY0120  NGVD 29 (??/??/92) 1143.544  (m)         3751.78   (f) ADJ UNCH    2 0
 RY0120
 RY0120.Superseded values are not recommended for survey control.
 RY0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0120.See file dsdata.txt to determine how the superseded data were derived.
 RY0120
 RY0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM221199(NAD 83)
 RY0120_MARKER: DB = BENCH MARK DISK
 RY0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0120_SP_SET: WING WALL
 RY0120_STAMPING: E 211 1965
 RY0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0120
 RY0120  HISTORY     - Date     Condition        Report By
 RY0120  HISTORY     - 1965     MONUMENTED       CGS
 RY0120  HISTORY     - 1986     GOOD             USPSQD
 RY0120
 RY0120                          STATION DESCRIPTION
 RY0120
 RY0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0120'1.15 MI SE FROM GRANTSDALE.
 RY0120'0.25 MILE SOUTH ALONG A ROAD FROM THE SCHOOL AT GRANTSDALE, THENCE 0.9
 RY0120'MILE EAST ALONG STATE HIGHWAY 38, IN THE TOP OF THE SOUTHWEST WING
 RY0120'WALL OF A FLUME UNDER THE HIGHWAY, ABOUT 70 YARDS SOUTH-SOUTHWEST AND
 RY0120'ACROSS THE HIGHWAY FROM A RESIDENCE, 51 FEET SOUTH OF THE CENTER LINE
 RY0120'OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 RY0120
 RY0120                          STATION RECOVERY (1986)
 RY0120
 RY0120'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0286 ***********************************************************************
 QW0286  DESIGNATION -  E 215
 QW0286  PID         -  QW0286
 QW0286  STATE/COUNTY-  MT/CARBON
 QW0286  USGS QUAD   -  HOLLENBECK DRAW (1969)
 QW0286
 QW0286                         *CURRENT SURVEY CONTROL
 QW0286  ___________________________________________________________________
 QW0286* NAD 83(1986)-  45 07 00.     (N)    109 03 06.     (W)     SCALED    
 QW0286* NAVD 88     -      1227.477  (meters)    4027.15   (feet)  ADJUSTED  
 QW0286  ___________________________________________________________________
 QW0286  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 QW0286  DYNAMIC HT  -        1227.013 (meters)    4025.63  (feet)  COMP
 QW0286  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 QW0286
 QW0286  VERT ORDER  -  SECOND    CLASS 0
 QW0286
 QW0286.The horizontal coordinates were scaled from a topographic map and have
 QW0286.an estimated accuracy of +/- 6 seconds.
 QW0286
 QW0286.The orthometric height was determined by differential leveling
 QW0286.and adjusted by the National Geodetic Survey in June 1991..
 QW0286
 QW0286.The geoid height was determined by GEOID03.
 QW0286
 QW0286.The dynamic height is computed by dividing the NAVD 88
 QW0286.geopotential number by the normal gravity value computed on the
 QW0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0286.degrees latitude (g = 980.6199 gals.).
 QW0286
 QW0286.The modeled gravity was interpolated from observed gravity values.
 QW0286
 QW0286;                    North         East    Units  Estimated Accuracy
 QW0286;SPC MT       -    96,430.      635,280.      MT  (+/- 180 meters Scaled)
 QW0286
 QW0286                          SUPERSEDED SURVEY CONTROL
 QW0286
 QW0286  NGVD 29 (??/??/92) 1226.480  (m)         4023.88   (f) ADJ UNCH    2 0
 QW0286
 QW0286.Superseded values are not recommended for survey control.
 QW0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0286.See file dsdata.txt to determine how the superseded data were derived.
 QW0286
 QW0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ532977(NAD 83)
 QW0286_MARKER: DB = BENCH MARK DISK
 QW0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0286_STAMPING: E 215 1934
 QW0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0286+STABILITY: SURFACE MOTION
 QW0286
 QW0286  HISTORY     - Date     Condition        Report By
 QW0286  HISTORY     - 1934     MONUMENTED       CGS
 QW0286
 QW0286                          STATION DESCRIPTION
 QW0286
 QW0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0286'14.3 MI SE FROM RED LODGE.
 QW0286'14.3 MILES SOUTHEAST ALONG THE ROAD LEADING TO CODY, WYOMING, FROM THE
 QW0286'POST OFFICE AT RED LODGE, CARBON COUNTY, 9.6 MILES NORTHWEST OF THE
 QW0286'WYOMING-MONTANA STATE LINE, 300 FEET SOUTHEAST OF A SMALL HILL, 42.5
 QW0286'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1-1/2 FOOT
 QW0286'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 215 1934 AND SET IN
 QW0286'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0310 ***********************************************************************
 QW0310  DESIGNATION -  E 216
 QW0310  PID         -  QW0310
 QW0310  STATE/COUNTY-  MT/CARBON
 QW0310  USGS QUAD   -  ROSCOE NW (1956)
 QW0310
 QW0310                         *CURRENT SURVEY CONTROL
 QW0310  ___________________________________________________________________
 QW0310* NAD 83(1986)-  45 25 22.     (N)    109 25 11.     (W)     SCALED    
 QW0310* NAVD 88     -      1423.793  (meters)    4671.23   (feet)  POSTED    
 QW0310  ___________________________________________________________________
 QW0310  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 QW0310  DYNAMIC HT  -        1423.330 (meters)    4669.71  (feet)  COMP
 QW0310  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 QW0310
 QW0310  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0310
 QW0310.The horizontal coordinates were scaled from a topographic map and have
 QW0310.an estimated accuracy of +/- 6 seconds.
 QW0310
 QW0310.The orthometric height was determined by differential leveling
 QW0310.and adjusted by the National Geodetic Survey in 1992..
 QW0310.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0310.rate of 1.1 thru 2.0 mm/km.
 QW0310
 QW0310.The geoid height was determined by GEOID03.
 QW0310
 QW0310.The dynamic height is computed by dividing the NAVD 88
 QW0310.geopotential number by the normal gravity value computed on the
 QW0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0310.degrees latitude (g = 980.6199 gals.).
 QW0310
 QW0310.The modeled gravity was interpolated from observed gravity values.
 QW0310
 QW0310;                    North         East    Units  Estimated Accuracy
 QW0310;SPC MT       -   130,350.      606,280.      MT  (+/- 180 meters Scaled)
 QW0310
 QW0310                          SUPERSEDED SURVEY CONTROL
 QW0310
 QW0310  NGVD 29 (??/??/92) 1422.884  (m)         4668.25   (f) ADJ UNCH    2 0
 QW0310
 QW0310.Superseded values are not recommended for survey control.
 QW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0310.See file dsdata.txt to determine how the superseded data were derived.
 QW0310
 QW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR236311(NAD 83)
 QW0310_MARKER: DB = BENCH MARK DISK
 QW0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0310_STAMPING: E 216 1934
 QW0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0310+STABILITY: SURFACE MOTION
 QW0310
 QW0310  HISTORY     - Date     Condition        Report By
 QW0310  HISTORY     - 1934     MONUMENTED       CGS
 QW0310
 QW0310                          STATION DESCRIPTION
 QW0310
 QW0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0310'21.9 MI S FROM COLUMBUS.
 QW0310'IN CARBON COUNTY, 21.9 MILES SOUTH ALONG THE ROAD LEADING TO RED LODGE
 QW0310'FROM COLUMBUS, STILLWATER COUNTY, 8.3 MILES SOUTHEAST OF ABSAROKEE,
 QW0310'STILLWATER COUNTY, ON A HILL, 35.2 FEET NORTHWEST OF THE CENTERLINE OF
 QW0310'THE ROAD, 1.4 FEET SOUTHEAST OF A NORTHEAST-AND-SOUTHWEST FENCE, AND
 QW0310'ABOUT 4 FEET HIGHER THAN THE ROAD. A STANDARD DISK, STAMPED E 216 1934
 QW0310'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0147 ***********************************************************************
 RU0147  DESIGNATION -  E 217
 RU0147  PID         -  RU0147
 RU0147  STATE/COUNTY-  MT/ROSEBUD
 RU0147  USGS QUAD   -  GRIFFIN COULEE NE (1984)
 RU0147
 RU0147                         *CURRENT SURVEY CONTROL
 RU0147  ___________________________________________________________________
 RU0147* NAD 83(1986)-  46 14 16.     (N)    106 48 31.     (W)     SCALED    
 RU0147* NAVD 88     -       794.502  (meters)    2606.63   (feet)  ADJUSTED  
 RU0147  ___________________________________________________________________
 RU0147  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 RU0147  DYNAMIC HT  -         794.418 (meters)    2606.35  (feet)  COMP
 RU0147  MODELED GRAV-     980,482.4   (mgal)                       NAVD 88
 RU0147
 RU0147  VERT ORDER  -  FIRST     CLASS II
 RU0147
 RU0147.The horizontal coordinates were scaled from a topographic map and have
 RU0147.an estimated accuracy of +/- 6 seconds.
 RU0147
 RU0147.The orthometric height was determined by differential leveling
 RU0147.and adjusted by the National Geodetic Survey in June 1991..
 RU0147
 RU0147.The geoid height was determined by GEOID03.
 RU0147
 RU0147.The dynamic height is computed by dividing the NAVD 88
 RU0147.geopotential number by the normal gravity value computed on the
 RU0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0147.degrees latitude (g = 980.6199 gals.).
 RU0147
 RU0147.The modeled gravity was interpolated from observed gravity values.
 RU0147
 RU0147;                    North         East    Units  Estimated Accuracy
 RU0147;SPC MT       -   224,460.      807,440.      MT  (+/- 180 meters Scaled)
 RU0147
 RU0147                          SUPERSEDED SURVEY CONTROL
 RU0147
 RU0147  NGVD 29 (??/??/92)  793.865  (m)         2604.54   (f) ADJ UNCH    1 2
 RU0147
 RU0147.Superseded values are not recommended for survey control.
 RU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0147.See file dsdata.txt to determine how the superseded data were derived.
 RU0147
 RU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM605220(NAD 83)
 RU0147_MARKER: DB = BENCH MARK DISK
 RU0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0147_STAMPING: E 217 1934
 RU0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0147+STABILITY: SURFACE MOTION
 RU0147
 RU0147  HISTORY     - Date     Condition        Report By
 RU0147  HISTORY     - 1934     MONUMENTED       CGS
 RU0147  HISTORY     - 1960     GOOD             NGS
 RU0147
 RU0147                          STATION DESCRIPTION
 RU0147
 RU0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0147'7.9 MI SW FROM FORSYTH.
 RU0147'ABOUT 5.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0147'STATION AT FORSYTH TO THE JUNCTION AT NICHOLS, THENCE 2.0 MILES SOUTH
 RU0147'ALONG A SPUR LINE OF THE NORTHERN PACIFIC RAILROAD, IN SECTION 35, R
 RU0147'39 E, T 6 N, 58 FEET SOUTHWEST OF MILEPOST 2, 50 FEET WEST OF THE WEST
 RU0147'RAIL, 60 FEET NORTHWEST OF THE CENTER OF A DIM ROAD CROSSING, 2.8 FEET
 RU0147'NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF A FENCE LINE, ABOUT 3 FEET
 RU0147'BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 RU0147'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0125 ***********************************************************************
 QV0125  DESIGNATION -  E 219
 QV0125  PID         -  QV0125
 QV0125  STATE/COUNTY-  MT/ROSEBUD
 QV0125  USGS QUAD   -  COLSTRIP SE (1971)
 QV0125
 QV0125                         *CURRENT SURVEY CONTROL
 QV0125  ___________________________________________________________________
 QV0125* NAD 83(1986)-  45 45 11.     (N)    106 36 50.     (W)     SCALED    
 QV0125* NAVD 88     -       936.047  (meters)    3071.01   (feet)  ADJUSTED  
 QV0125  ___________________________________________________________________
 QV0125  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 QV0125  DYNAMIC HT  -         935.861 (meters)    3070.40  (feet)  COMP
 QV0125  MODELED GRAV-     980,384.7   (mgal)                       NAVD 88
 QV0125
 QV0125  VERT ORDER  -  SECOND    CLASS 0
 QV0125
 QV0125.The horizontal coordinates were scaled from a topographic map and have
 QV0125.an estimated accuracy of +/- 6 seconds.
 QV0125
 QV0125.The orthometric height was determined by differential leveling
 QV0125.and adjusted by the National Geodetic Survey in June 1991..
 QV0125
 QV0125.The geoid height was determined by GEOID03.
 QV0125
 QV0125.The dynamic height is computed by dividing the NAVD 88
 QV0125.geopotential number by the normal gravity value computed on the
 QV0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0125.degrees latitude (g = 980.6199 gals.).
 QV0125
 QV0125.The modeled gravity was interpolated from observed gravity values.
 QV0125
 QV0125;                    North         East    Units  Estimated Accuracy
 QV0125;SPC MT       -   171,180.      824,430.      MT  (+/- 180 meters Scaled)
 QV0125
 QV0125                          SUPERSEDED SURVEY CONTROL
 QV0125
 QV0125  NGVD 29 (??/??/92)  935.34   (m)         3068.7    (f) COMPUTED    2 0
 QV0125
 QV0125.Superseded values are not recommended for survey control.
 QV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0125.See file dsdata.txt to determine how the superseded data were derived.
 QV0125
 QV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL744678(NAD 83)
 QV0125_MARKER: DB = BENCH MARK DISK
 QV0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0125_STAMPING: E-219-1934
 QV0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0125+STABILITY: SURFACE MOTION
 QV0125
 QV0125  HISTORY     - Date     Condition        Report By
 QV0125  HISTORY     - 1934     MONUMENTED       CGS
 QV0125
 QV0125                          STATION DESCRIPTION
 QV0125
 QV0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0125'11.0 MI N FROM LAME DEER.
 QV0125'11.0 MILES NORTH OF U.S.D.I. BLDG. BY ROAD ALONG COUNTY ROAD, BETWEEN
 QV0125'LAME DEER AND COLSTRIP, MONTANA, 7.9 MILES NORTH OF HIGHWAY JUNCTION,
 QV0125'0.8 MILES NORTH OF SCHOOL HOUSE, 1000 FEET NORTHEAST OF RANCH HOUSE,
 QV0125'40.2 FEET WEST OF CENTERLINE OF ROAD, 2.8 FEET EAST OF FENCE RUNNING
 QV0125'NORTH AND SOUTH, LEVEL WITH ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0126 ***********************************************************************
 QV0126  DESIGNATION -  E 219 RESET
 QV0126  PID         -  QV0126
 QV0126  STATE/COUNTY-  MT/ROSEBUD
 QV0126  USGS QUAD   -  COLSTRIP SE (1971)
 QV0126
 QV0126                         *CURRENT SURVEY CONTROL
 QV0126  ___________________________________________________________________
 QV0126* NAD 83(1986)-  45 45 11.     (N)    106 36 50.     (W)     SCALED    
 QV0126* NAVD 88     -       935.61   (meters)    3069.6    (feet)  RESET     
 QV0126  ___________________________________________________________________
 QV0126  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 QV0126
 QV0126  VERT ORDER  -  THIRD
 QV0126
 QV0126.The horizontal coordinates were scaled from a topographic map and have
 QV0126.an estimated accuracy of +/- 6 seconds.
 QV0126
 QV0126.The orthometric height was computed from unverified reset data.
 QV0126
 QV0126.The geoid height was determined by GEOID03.
 QV0126
 QV0126;                    North         East    Units  Estimated Accuracy
 QV0126;SPC MT       -   171,180.      824,430.      MT  (+/- 180 meters Scaled)
 QV0126
 QV0126                          SUPERSEDED SURVEY CONTROL
 QV0126
 QV0126.No superseded survey control is available for this station.
 QV0126
 QV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL744678(NAD 83)
 QV0126_MARKER: DB = BENCH MARK DISK
 QV0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0126_STAMPING: E 219 RESET 1956
 QV0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0126+STABILITY: SURFACE MOTION
 QV0126
 QV0126  HISTORY     - Date     Condition        Report By
 QV0126  HISTORY     - 1956     MONUMENTED       MTDH
 QV0126
 QV0126                          STATION DESCRIPTION
 QV0126
 QV0126'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1956
 QV0126'11.0 MI N FROM LAME DEER.
 QV0126'11.0 MILES NORTH ALONG STATE HIGHWAY 45 FROM LAME DEER, ROSEBUD
 QV0126'COUNTY, 7.9 MILES NORTH OF THE JUNCTION OF THE ROAD LEADING TO BUSBY,
 QV0126'52 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 225 FEET WEST OF A
 QV0126'NORTH-SOUTH FENCE, AND 2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 QV0126'STANDARD DISK, STAMPED E 219 RESET 1956 AND SET IN THE TOP OF A
 QV0126'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0003 ***********************************************************************
 TK0003  DESIGNATION -  E 22
 TK0003  PID         -  TK0003
 TK0003  STATE/COUNTY-  MT/PHILLIPS
 TK0003  USGS QUAD   -  WAGNER (1965)
 TK0003
 TK0003                         *CURRENT SURVEY CONTROL
 TK0003  ___________________________________________________________________
 TK0003* NAD 83(1986)-  48 22 01.     (N)    108 02 20.     (W)     SCALED    
 TK0003* NAVD 88     -       694.066  (meters)    2277.11   (feet)  ADJUSTED  
 TK0003  ___________________________________________________________________
 TK0003  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 TK0003  DYNAMIC HT  -         694.138 (meters)    2277.35  (feet)  COMP
 TK0003  MODELED GRAV-     980,692.8   (mgal)                       NAVD 88
 TK0003
 TK0003  VERT ORDER  -  FIRST     CLASS II
 TK0003
 TK0003.The horizontal coordinates were scaled from a topographic map and have
 TK0003.an estimated accuracy of +/- 6 seconds.
 TK0003
 TK0003.The orthometric height was determined by differential leveling
 TK0003.and adjusted by the National Geodetic Survey in June 1991..
 TK0003
 TK0003.The geoid height was determined by GEOID03.
 TK0003
 TK0003.The dynamic height is computed by dividing the NAVD 88
 TK0003.geopotential number by the normal gravity value computed on the
 TK0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0003.degrees latitude (g = 980.6199 gals.).
 TK0003
 TK0003.The modeled gravity was interpolated from observed gravity values.
 TK0003
 TK0003;                    North         East    Units  Estimated Accuracy
 TK0003;SPC MT       -   458,490.      708,220.      MT  (+/- 180 meters Scaled)
 TK0003
 TK0003                          SUPERSEDED SURVEY CONTROL
 TK0003
 TK0003  NGVD 29 (??/??/92)  693.319  (m)         2274.66   (f) ADJ UNCH    1 2
 TK0003
 TK0003.Superseded values are not recommended for survey control.
 TK0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0003.See file dsdata.txt to determine how the superseded data were derived.
 TK0003
 TK0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU193613(NAD 83)
 TK0003_MARKER: DD = SURVEY DISK
 TK0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0003_PROJECTION: FLUSH
 TK0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0003+STABILITY: SURFACE MOTION
 TK0003
 TK0003  HISTORY     - Date     Condition        Report By
 TK0003  HISTORY     - UNK      MONUMENTED       BOR
 TK0003  HISTORY     - 1934     GOOD             NGS
 TK0003  HISTORY     - 1979     GOOD             NGS
 TK0003
 TK0003                          STATION DESCRIPTION
 TK0003
 TK0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TK0003'3 MI W FROM EXETER.
 TK0003'3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION SIGN AT
 TK0003'EXETER, PHILLIPS COUNTY, 110 YARDS EAST OF BRIDGE 483, 250 FEET EAST
 TK0003'OF MILEPOST 351, NORTH OF THE TRACK, JUST OUTSIDE THE RIGHT-OF-WAY
 TK0003'FENCE, AND AT THE TOP OF A SMALL HILL.  A UNITED STATES BUREAU OF
 TK0003'RECLAMATION STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 TK0003
 TK0003                          STATION RECOVERY (1979)
 TK0003
 TK0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0003'1.8 MILES EAST ALONG A DIRT ROAD PARALLELING THE GREAT NORTHERN
 TK0003'RAILROAD TRACK FROM THE MAIN ROAD CROSSING IN WAGNER, 190 FEET
 TK0003'EAST-NORTHEAST OF RAILROAD MILE POST 351, 90 FEET NORTH OF THE NORTH
 TK0003'RAIL OF THE GREAT NORTHERN RAILROAD TRACK, 10 FEET SOUTHWEST OF A
 TK0003'UTILITY GUY POLE, AND 22 FEET SOUTH OF THE CENTER OF THE ROAD.
 TK0003'THE MARK IS 1 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0093 ***********************************************************************
 QV0093  DESIGNATION -  E 220
 QV0093  PID         -  QV0093
 QV0093  STATE/COUNTY-  MT/BIG HORN
 QV0093  USGS QUAD   -  BUSBY (1978)
 QV0093
 QV0093                         *CURRENT SURVEY CONTROL
 QV0093  ___________________________________________________________________
 QV0093* NAD 83(1986)-  45 33 28.     (N)    106 55 01.     (W)     SCALED    
 QV0093* NAVD 88     -      1035.206  (meters)    3396.34   (feet)  ADJUSTED  
 QV0093  ___________________________________________________________________
 QV0093  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QV0093  DYNAMIC HT  -        1034.963 (meters)    3395.54  (feet)  COMP
 QV0093  MODELED GRAV-     980,345.5   (mgal)                       NAVD 88
 QV0093
 QV0093  VERT ORDER  -  SECOND    CLASS 0
 QV0093
 QV0093.The horizontal coordinates were scaled from a topographic map and have
 QV0093.an estimated accuracy of +/- 6 seconds.
 QV0093
 QV0093.The orthometric height was determined by differential leveling
 QV0093.and adjusted by the National Geodetic Survey in June 1991..
 QV0093
 QV0093.The geoid height was determined by GEOID03.
 QV0093
 QV0093.The dynamic height is computed by dividing the NAVD 88
 QV0093.geopotential number by the normal gravity value computed on the
 QV0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0093.degrees latitude (g = 980.6199 gals.).
 QV0093
 QV0093.The modeled gravity was interpolated from observed gravity values.
 QV0093
 QV0093;                    North         East    Units  Estimated Accuracy
 QV0093;SPC MT       -   148,670.      801,590.      MT  (+/- 180 meters Scaled)
 QV0093
 QV0093                          SUPERSEDED SURVEY CONTROL
 QV0093
 QV0093  NGVD 29 (??/??/92) 1034.481  (m)         3393.96   (f) ADJ UNCH    2 0
 QV0093
 QV0093.Superseded values are not recommended for survey control.
 QV0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0093.See file dsdata.txt to determine how the superseded data were derived.
 QV0093
 QV0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL503467(NAD 83)
 QV0093_MARKER: DB = BENCH MARK DISK
 QV0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0093_STAMPING: E 220 1934
 QV0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0093+STABILITY: SURFACE MOTION
 QV0093
 QV0093  HISTORY     - Date     Condition        Report By
 QV0093  HISTORY     - 1934     MONUMENTED       CGS
 QV0093  HISTORY     - 1957     GOOD             USGS
 QV0093
 QV0093                          STATION DESCRIPTION
 QV0093
 QV0093'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0093'2.7 MI NE FROM BUSBY.
 QV0093'2.7 MILES NORTHEAST ALONG THE NEWLY ALIGNED STATE HIGHWAY 8 FROM THE
 QV0093'POST OFFICE AT BUSBY, BIG HORN COUNTY, 0.2 MILE NORTHEAST OF A BRIDGE,
 QV0093'190 FEET SOUTH-SOUTHWEST OF A DIM ROAD, AND 100 FEET SOUTHEAST OF THE
 QV0093'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 220 1934 AND
 QV0093'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0034 ***********************************************************************
 QU0034  DESIGNATION -  E 221
 QU0034  PID         -  QU0034
 QU0034  STATE/COUNTY-  MT/CARTER
 QU0034  USGS QUAD   -  ALZADA (1980)
 QU0034
 QU0034                         *CURRENT SURVEY CONTROL
 QU0034  ___________________________________________________________________
 QU0034* NAD 83(1986)-  45 00 58.     (N)    104 23 46.     (W)     SCALED    
 QU0034* NAVD 88     -      1059.429  (meters)    3475.81   (feet)  ADJUSTED  
 QU0034  ___________________________________________________________________
 QU0034  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 QU0034  DYNAMIC HT  -        1059.155 (meters)    3474.91  (feet)  COMP
 QU0034  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 QU0034
 QU0034  VERT ORDER  -  SECOND    CLASS 0
 QU0034
 QU0034.The horizontal coordinates were scaled from a topographic map and have
 QU0034.an estimated accuracy of +/- 6 seconds.
 QU0034
 QU0034.The orthometric height was determined by differential leveling
 QU0034.and adjusted by the National Geodetic Survey in June 1991..
 QU0034
 QU0034.The geoid height was determined by GEOID03.
 QU0034
 QU0034.The dynamic height is computed by dividing the NAVD 88
 QU0034.geopotential number by the normal gravity value computed on the
 QU0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0034.degrees latitude (g = 980.6199 gals.).
 QU0034
 QU0034.The modeled gravity was interpolated from observed gravity values.
 QU0034
 QU0034;                    North         East    Units  Estimated Accuracy
 QU0034;SPC MT       -    98,260.    1,002,020.      MT  (+/- 180 meters Scaled)
 QU0034
 QU0034                          SUPERSEDED SURVEY CONTROL
 QU0034
 QU0034  NGVD 29 (??/??/92) 1058.871  (m)         3473.98   (f) ADJ UNCH    2 0
 QU0034
 QU0034.Superseded values are not recommended for survey control.
 QU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0034.See file dsdata.txt to determine how the superseded data were derived.
 QU0034
 QU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK475849(NAD 83)
 QU0034_MARKER: DB = BENCH MARK DISK
 QU0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0034_STAMPING: E 221 1934
 QU0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0034+STABILITY: SURFACE MOTION
 QU0034
 QU0034  HISTORY     - Date     Condition        Report By
 QU0034  HISTORY     - 1934     MONUMENTED       CGS
 QU0034  HISTORY     - 1955     POOR             NGS
 QU0034  HISTORY     - 1974     MARK NOT FOUND   USGS
 QU0034  HISTORY     - 19950930 MARK NOT FOUND   NGS
 QU0034
 QU0034                          STATION DESCRIPTION
 QU0034
 QU0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QU0034'1.4 MI SE FROM ALZADA.
 QU0034'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 212 FROM ALZADA, CARTER
 QU0034'COUNTY, 418 YARDS NORTHEAST OF THE CORNER COMMON TO SECTIONS 29,
 QU0034'30, 31, AND 32, T 9 S, R 60 E, NEAR THE INTERSECTION OF THE OLD
 QU0034'HIGHWAY, 55 FEET NORTHEAST OF THE CENTERLINE OF THE NEW HIGHWAY,
 QU0034'38 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND 5 FEET
 QU0034'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QU0034'E 221 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QU0034
 QU0034                          STATION RECOVERY (1974)
 QU0034
 QU0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QU0034'MARK NOT FOUND.
 QU0034
 QU0034                          STATION RECOVERY (1995)
 QU0034
 QU0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 QU0034'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0078 ***********************************************************************
 QV0078  DESIGNATION -  E 222
 QV0078  PID         -  QV0078
 QV0078  STATE/COUNTY-  MT/ROSEBUD
 QV0078  USGS QUAD   -  TONGUE RIVER DAM (1976)
 QV0078
 QV0078                         *CURRENT SURVEY CONTROL
 QV0078  ___________________________________________________________________
 QV0078* NAD 83(1986)-  45 12 49.     (N)    106 46 17.     (W)     SCALED    
 QV0078* NAVD 88     -      1097.436  (meters)    3600.50   (feet)  ADJUSTED  
 QV0078  ___________________________________________________________________
 QV0078  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 QV0078  DYNAMIC HT  -        1097.112 (meters)    3599.44  (feet)  COMP
 QV0078  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 QV0078
 QV0078  VERT ORDER  -  SECOND    CLASS 0
 QV0078
 QV0078.The horizontal coordinates were scaled from a topographic map and have
 QV0078.an estimated accuracy of +/- 6 seconds.
 QV0078
 QV0078.The orthometric height was determined by differential leveling
 QV0078.and adjusted by the National Geodetic Survey in June 1991..
 QV0078
 QV0078.The geoid height was determined by GEOID03.
 QV0078
 QV0078.The dynamic height is computed by dividing the NAVD 88
 QV0078.geopotential number by the normal gravity value computed on the
 QV0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0078.degrees latitude (g = 980.6199 gals.).
 QV0078
 QV0078.The modeled gravity was interpolated from observed gravity values.
 QV0078
 QV0078;                    North         East    Units  Estimated Accuracy
 QV0078;SPC MT       -   110,840.      814,270.      MT  (+/- 180 meters Scaled)
 QV0078
 QV0078                          SUPERSEDED SURVEY CONTROL
 QV0078
 QV0078  NGVD 29 (??/??/92) 1096.737  (m)         3598.21   (f) ADJ UNCH    2 0
 QV0078
 QV0078.Superseded values are not recommended for survey control.
 QV0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0078.See file dsdata.txt to determine how the superseded data were derived.
 QV0078
 QV0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL609082(NAD 83)
 QV0078_MARKER: DB = BENCH MARK DISK
 QV0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0078_STAMPING: E 222 1934
 QV0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0078+STABILITY: SURFACE MOTION
 QV0078
 QV0078  HISTORY     - Date     Condition        Report By
 QV0078  HISTORY     - 1934     MONUMENTED       CGS
 QV0078  HISTORY     - 1967     GOOD             USGS
 QV0078
 QV0078                          STATION DESCRIPTION
 QV0078
 QV0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0078'17.7 MI SW FROM BIRNEY.
 QV0078'17.7 MILES SOUTHWEST ALONG THE ROAD LEADING TO DECKER FROM THE POST
 QV0078'OFFICE AT BIRNEY, ROSEBUD COUNTY, 9.9 MILES NORTHEAST OF THE JUNCTION
 QV0078'OF THE ROAD LEADING TO BUSBY, ON THE SIDE OF A HILL, 85 FEET EAST OF A
 QV0078'CREEK, 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET HIGHER
 QV0078'THAN THE ROAD.  A STANDARD DISK, STAMPED E 222 1934 AND SET IN THE TOP
 QV0078'OF A CONCRETE POST.  NOTE-- BM IS IN BIG HORN COUNTY INSTEAD OF
 QV0078'ROSEBUD COUNTY.  ITS 85 FEET WEST OF CREEK NOT EAST.
 QV0078
 QV0078                          STATION RECOVERY (1967)
 QV0078
 QV0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QV0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0028 ***********************************************************************
 QV0028  DESIGNATION -  E 223
 QV0028  PID         -  QV0028
 QV0028  STATE/COUNTY-  MT/ROSEBUD
 QV0028  USGS QUAD   -  ASHLAND (1995)
 QV0028
 QV0028                         *CURRENT SURVEY CONTROL
 QV0028  ___________________________________________________________________
 QV0028* NAD 83(1986)-  45 35 01.     (N)    106 15 44.     (W)     SCALED    
 QV0028* NAVD 88     -       930.938  (meters)    3054.25   (feet)  ADJUSTED  
 QV0028  ___________________________________________________________________
 QV0028  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 QV0028  DYNAMIC HT  -         930.743 (meters)    3053.61  (feet)  COMP
 QV0028  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 QV0028
 QV0028  VERT ORDER  -  SECOND    CLASS 0
 QV0028
 QV0028.The horizontal coordinates were scaled from a topographic map and have
 QV0028.an estimated accuracy of +/- 6 seconds.
 QV0028
 QV0028.The orthometric height was determined by differential leveling
 QV0028.and adjusted by the National Geodetic Survey in June 1991..
 QV0028
 QV0028.The geoid height was determined by GEOID03.
 QV0028
 QV0028.The dynamic height is computed by dividing the NAVD 88
 QV0028.geopotential number by the normal gravity value computed on the
 QV0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0028.degrees latitude (g = 980.6199 gals.).
 QV0028
 QV0028.The modeled gravity was interpolated from observed gravity values.
 QV0028
 QV0028;                    North         East    Units  Estimated Accuracy
 QV0028;SPC MT       -   153,440.      852,540.      MT  (+/- 180 meters Scaled)
 QV0028
 QV0028                          SUPERSEDED SURVEY CONTROL
 QV0028
 QV0028  NGVD 29 (??/??/92)  930.261  (m)         3052.03   (f) ADJ UNCH    2 0
 QV0028
 QV0028.Superseded values are not recommended for survey control.
 QV0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0028.See file dsdata.txt to determine how the superseded data were derived.
 QV0028
 QV0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL015485(NAD 83)
 QV0028_MARKER: DB = BENCH MARK DISK
 QV0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0028_STAMPING: E 223 1934
 QV0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0028+STABILITY: SURFACE MOTION
 QV0028
 QV0028  HISTORY     - Date     Condition        Report By
 QV0028  HISTORY     - 1934     MONUMENTED       CGS
 QV0028
 QV0028                          STATION DESCRIPTION
 QV0028
 QV0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0028'0.4 MI SE FROM ASHLAND.
 QV0028'0.4 MILE SOUTHEAST ALONG THE COUNTY ROAD LEADING TO BIRNEY FROM THE
 QV0028'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, AT THE TOP OF A HILL, 35 FEET
 QV0028'WEST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A FENCE, AND 3-1/2
 QV0028'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 223 1934 AND
 QV0028'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0312 ***********************************************************************
 RT0312  DESIGNATION -  E 224
 RT0312  PID         -  RT0312
 RT0312  STATE/COUNTY-  MT/CUSTER
 RT0312  USGS QUAD   -  GARLAND SCHOOL (1969)
 RT0312
 RT0312                         *CURRENT SURVEY CONTROL
 RT0312  ___________________________________________________________________
 RT0312* NAD 83(1986)-  46 02 47.     (N)    105 55 49.     (W)     SCALED    
 RT0312* NAVD 88     -       793.181  (meters)    2602.29   (feet)  ADJUSTED  
 RT0312  ___________________________________________________________________
 RT0312  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RT0312  DYNAMIC HT  -         793.075 (meters)    2601.95  (feet)  COMP
 RT0312  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 RT0312
 RT0312  VERT ORDER  -  SECOND    CLASS 0
 RT0312
 RT0312.The horizontal coordinates were scaled from a topographic map and have
 RT0312.an estimated accuracy of +/- 6 seconds.
 RT0312
 RT0312.The orthometric height was determined by differential leveling
 RT0312.and adjusted by the National Geodetic Survey in June 1991..
 RT0312
 RT0312.The geoid height was determined by GEOID03.
 RT0312
 RT0312.The dynamic height is computed by dividing the NAVD 88
 RT0312.geopotential number by the normal gravity value computed on the
 RT0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0312.degrees latitude (g = 980.6199 gals.).
 RT0312
 RT0312.The modeled gravity was interpolated from observed gravity values.
 RT0312
 RT0312;                    North         East    Units  Estimated Accuracy
 RT0312;SPC MT       -   205,920.      876,070.      MT  (+/- 180 meters Scaled)
 RT0312
 RT0312                          SUPERSEDED SURVEY CONTROL
 RT0312
 RT0312  NGVD 29 (??/??/92)  792.525  (m)         2600.14   (f) ADJ UNCH    2 0
 RT0312
 RT0312.Superseded values are not recommended for survey control.
 RT0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0312.See file dsdata.txt to determine how the superseded data were derived.
 RT0312
 RT0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL280996(NAD 83)
 RT0312_MARKER: DB = BENCH MARK DISK
 RT0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0312_STAMPING: E 224 1934
 RT0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0312+STABILITY: SURFACE MOTION
 RT0312
 RT0312  HISTORY     - Date     Condition        Report By
 RT0312  HISTORY     - 1934     MONUMENTED       CGS
 RT0312  HISTORY     - 1969     GOOD             USGS
 RT0312
 RT0312                          STATION DESCRIPTION
 RT0312
 RT0312'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0312'2.0 MI NE FROM GARLAND SCHOOL.
 RT0312'MILES CITY, 13.5 MI SOUTH OF POST OFFICE ALONG U.S. HIGHWAY 312 TO
 RT0312'T-RD. SW.  THENCE 18.5 MI SW ALONG TONGUE RIVER RD.  2.0 MI NE OF
 RT0312'GARLAND SCHOOL.  185 FT NORTH OF A FARM RD JCT. NW, 31 FT EAST OF FARM
 RT0312'RD, 93 FT NE OF FARM RD AT CENTER LINE OLD HIGHWAY, 175 FT NORTH OF
 RT0312'CENTER LINE OF PRESENT ROAD.  IN CONCRETE POST PROJECTING 2 INCHES
 RT0312'ABOVE GROUND.  A STANDARD TABLET STAMPED E 224 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0216 ***********************************************************************
 QU0216  DESIGNATION -  E 225
 QU0216  PID         -  QU0216
 QU0216  STATE/COUNTY-  MT/POWDER RIVER
 QU0216  USGS QUAD   -  ELK RIDGE (1995)
 QU0216
 QU0216                         *CURRENT SURVEY CONTROL
 QU0216  ___________________________________________________________________
 QU0216* NAD 83(1986)-  45 43 47.     (N)    105 52 07.     (W)     SCALED    
 QU0216* NAVD 88     -      1007.847  (meters)    3306.58   (feet)  ADJUSTED  
 QU0216  ___________________________________________________________________
 QU0216  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 QU0216  DYNAMIC HT  -        1007.641 (meters)    3305.90  (feet)  COMP
 QU0216  MODELED GRAV-     980,377.1   (mgal)                       NAVD 88
 QU0216
 QU0216  VERT ORDER  -  SECOND    CLASS 0
 QU0216
 QU0216.The horizontal coordinates were scaled from a topographic map and have
 QU0216.an estimated accuracy of +/- 6 seconds.
 QU0216
 QU0216.The orthometric height was determined by differential leveling
 QU0216.and adjusted by the National Geodetic Survey in June 1991..
 QU0216
 QU0216.The geoid height was determined by GEOID03.
 QU0216
 QU0216.The dynamic height is computed by dividing the NAVD 88
 QU0216.geopotential number by the normal gravity value computed on the
 QU0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0216.degrees latitude (g = 980.6199 gals.).
 QU0216
 QU0216.The modeled gravity was interpolated from observed gravity values.
 QU0216
 QU0216;                    North         East    Units  Estimated Accuracy
 QU0216;SPC MT       -   171,000.      882,460.      MT  (+/- 180 meters Scaled)
 QU0216
 QU0216                          SUPERSEDED SURVEY CONTROL
 QU0216
 QU0216  NGVD 29 (??/??/92) 1007.168  (m)         3304.35   (f) ADJ UNCH    2 0
 QU0216
 QU0216.Superseded values are not recommended for survey control.
 QU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0216.See file dsdata.txt to determine how the superseded data were derived.
 QU0216
 QU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL324643(NAD 83)
 QU0216_MARKER: DB = BENCH MARK DISK
 QU0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0216_STAMPING: E 225 1934
 QU0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0216+STABILITY: SURFACE MOTION
 QU0216
 QU0216  HISTORY     - Date     Condition        Report By
 QU0216  HISTORY     - 1934     MONUMENTED       CGS
 QU0216  HISTORY     - 1953     GOOD             LOCSUR
 QU0216
 QU0216                          STATION DESCRIPTION
 QU0216
 QU0216'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QU0216'2.8 MI NE FROM STACEY.
 QU0216'2.8 MILES NORTHEAST ALONG THE ASHLAND-OLIVE COUNTY ROAD FROM THE
 QU0216'POST OFFICE AT STACEY, POWDER RIVER COUNTY, 63.6 FEET SOUTH OF
 QU0216'THE CENTERLINE OF THE ROAD, 25.7 FEET WEST OF THE CENTERLINE OF
 QU0216'A DITCH NEAR THE EDGE OF THE ROAD, AND ABOUT 4-1/2 FEET HIGHER
 QU0216'THAN THE ROAD.  A STANDARD DISK, STAMPED E 225 1934 AND SET IN
 QU0216'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0177 ***********************************************************************
 QU0177  DESIGNATION -  E 226
 QU0177  PID         -  QU0177
 QU0177  STATE/COUNTY-  MT/POWDER RIVER
 QU0177  USGS QUAD   -  BLOOM CREEK (1995)
 QU0177
 QU0177                         *CURRENT SURVEY CONTROL
 QU0177  ___________________________________________________________________
 QU0177* NAD 83(1986)-  45 11 51.     (N)    105 45 18.     (W)     SCALED    
 QU0177* NAVD 88     -       997.074  (meters)    3271.23   (feet)  ADJUSTED  
 QU0177  ___________________________________________________________________
 QU0177  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 QU0177  DYNAMIC HT  -         996.815 (meters)    3270.38  (feet)  COMP
 QU0177  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 QU0177
 QU0177  VERT ORDER  -  SECOND    CLASS 0
 QU0177
 QU0177.The horizontal coordinates were scaled from a topographic map and have
 QU0177.an estimated accuracy of +/- 6 seconds.
 QU0177
 QU0177.The orthometric height was determined by differential leveling
 QU0177.and adjusted by the National Geodetic Survey in June 1991..
 QU0177
 QU0177.The geoid height was determined by GEOID03.
 QU0177
 QU0177.The dynamic height is computed by dividing the NAVD 88
 QU0177.geopotential number by the normal gravity value computed on the
 QU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0177.degrees latitude (g = 980.6199 gals.).
 QU0177
 QU0177.The modeled gravity was interpolated from observed gravity values.
 QU0177
 QU0177;                    North         East    Units  Estimated Accuracy
 QU0177;SPC MT       -   112,350.      894,120.      MT  (+/- 180 meters Scaled)
 QU0177
 QU0177                          SUPERSEDED SURVEY CONTROL
 QU0177
 QU0177  NGVD 29 (??/??/92)  996.446  (m)         3269.17   (f) ADJ UNCH    2 0
 QU0177
 QU0177.Superseded values are not recommended for survey control.
 QU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0177.See file dsdata.txt to determine how the superseded data were derived.
 QU0177
 QU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL406051(NAD 83)
 QU0177_MARKER: DB = BENCH MARK DISK
 QU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0177_SP_SET: CONCRETE POST
 QU0177_STAMPING: E 226 1934
 QU0177_MARK LOGO: CGS   
 QU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0177+STABILITY: SURFACE MOTION
 QU0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0177+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1966
 QU0177
 QU0177  HISTORY     - Date     Condition        Report By
 QU0177  HISTORY     - 1934     MONUMENTED       CGS
 QU0177  HISTORY     - 1953     GOOD             NGS
 QU0177  HISTORY     - 19660603 GOOD             USGS
 QU0177
 QU0177                          STATION DESCRIPTION
 QU0177
 QU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0177'12 MI NE FROM MOORHEAD.
 QU0177'12.0 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO BROADUS
 QU0177'FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY, 1.6
 QU0177'MILES SOUTH OF Y S RANCH, AT THE TOP OF A HILL, 158.7 FEET
 QU0177'NORTHWEST OF POWDER RIVER, 31.3 FEET NORTHWEST OF THE CENTERLINE OF
 QU0177'THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 QU0177'STAMPED E 226 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QU0177
 QU0177                          STATION RECOVERY (1953)
 QU0177
 QU0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QU0177'RECOVERED IN GOOD CONDITION.
 QU0177
 QU0177                          STATION RECOVERY (1966)
 QU0177
 QU0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QU0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0166 ***********************************************************************
 ST0166  DESIGNATION -  E 227
 ST0166  PID         -  ST0166
 ST0166  STATE/COUNTY-  MT/TETON
 ST0166  USGS QUAD   -  TETON BUTTES (1987)
 ST0166
 ST0166                         *CURRENT SURVEY CONTROL
 ST0166  ___________________________________________________________________
 ST0166* NAD 83(1986)-  47 51 54.     (N)    112 16 49.     (W)     SCALED    
 ST0166* NAVD 88     -      1229.101  (meters)    4032.48   (feet)  ADJUSTED  
 ST0166  ___________________________________________________________________
 ST0166  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 ST0166  DYNAMIC HT  -        1229.019 (meters)    4032.21  (feet)  COMP
 ST0166  MODELED GRAV-     980,501.9   (mgal)                       NAVD 88
 ST0166
 ST0166  VERT ORDER  -  SECOND    CLASS 0
 ST0166
 ST0166.The horizontal coordinates were scaled from a topographic map and have
 ST0166.an estimated accuracy of +/- 6 seconds.
 ST0166
 ST0166.The orthometric height was determined by differential leveling
 ST0166.and adjusted by the National Geodetic Survey in June 1991..
 ST0166
 ST0166.The geoid height was determined by GEOID03.
 ST0166
 ST0166.The dynamic height is computed by dividing the NAVD 88
 ST0166.geopotential number by the normal gravity value computed on the
 ST0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0166.degrees latitude (g = 980.6199 gals.).
 ST0166
 ST0166.The modeled gravity was interpolated from observed gravity values.
 ST0166
 ST0166;                    North         East    Units  Estimated Accuracy
 ST0166;SPC MT       -   405,380.      392,130.      MT  (+/- 180 meters Scaled)
 ST0166
 ST0166                          SUPERSEDED SURVEY CONTROL
 ST0166
 ST0166  NGVD 29 (??/??/92) 1228.126  (m)         4029.28   (f) ADJ UNCH    2 0
 ST0166
 ST0166.Superseded values are not recommended for survey control.
 ST0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0166.See file dsdata.txt to determine how the superseded data were derived.
 ST0166
 ST0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU042020(NAD 83)
 ST0166_MARKER: DB = BENCH MARK DISK
 ST0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0166_STAMPING: E 227 1961
 ST0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0166+STABILITY: SURFACE MOTION
 ST0166
 ST0166  HISTORY     - Date     Condition        Report By
 ST0166  HISTORY     - 1961     MONUMENTED       CGS
 ST0166
 ST0166                          STATION DESCRIPTION
 ST0166
 ST0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0166'6.4 MI NW FROM CHOTEAU.
 ST0166'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0166'CHOTEAU, THENCE 1.05 MILES NORTHWEST ALONG A GRAVEL ROAD, 55 1/2 FEET
 ST0166'NORTHEAST OF THE CENTER LINE OF THE ROAD, 72 1/2 FEET SOUTH OF THE
 ST0166'SOUTH EDGE OF A SMALL IRRIGATION DITCH, 24.4 FEET NORTHEAST OF A
 ST0166'FENCE, 2 1/2 FEET SOUTHEAST OF A POWER LINE POLE, 2.2 FEET NORTHWEST
 ST0166'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 ST0166'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0180 ***********************************************************************
 ST0180  DESIGNATION -  E 228
 ST0180  PID         -  ST0180
 ST0180  STATE/COUNTY-  MT/TETON
 ST0180  USGS QUAD   -  WATSON FLATS (1987)
 ST0180
 ST0180                         *CURRENT SURVEY CONTROL
 ST0180  ___________________________________________________________________
 ST0180* NAD 83(1986)-  47 50 44.     (N)    112 27 54.     (W)     SCALED    
 ST0180* NAVD 88     -      1406.248  (meters)    4613.67   (feet)  ADJUSTED  
 ST0180  ___________________________________________________________________
 ST0180  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0180  DYNAMIC HT  -        1406.105 (meters)    4613.20  (feet)  COMP
 ST0180  MODELED GRAV-     980,460.4   (mgal)                       NAVD 88
 ST0180
 ST0180  VERT ORDER  -  SECOND    CLASS 0
 ST0180
 ST0180.The horizontal coordinates were scaled from a topographic map and have
 ST0180.an estimated accuracy of +/- 6 seconds.
 ST0180
 ST0180.The orthometric height was determined by differential leveling
 ST0180.and adjusted by the National Geodetic Survey in June 1991..
 ST0180
 ST0180.The geoid height was determined by GEOID03.
 ST0180
 ST0180.The dynamic height is computed by dividing the NAVD 88
 ST0180.geopotential number by the normal gravity value computed on the
 ST0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0180.degrees latitude (g = 980.6199 gals.).
 ST0180
 ST0180.The modeled gravity was interpolated from observed gravity values.
 ST0180
 ST0180;                    North         East    Units  Estimated Accuracy
 ST0180;SPC MT       -   403,730.      378,240.      MT  (+/- 180 meters Scaled)
 ST0180
 ST0180                          SUPERSEDED SURVEY CONTROL
 ST0180
 ST0180  NGVD 29 (??/??/92) 1405.230  (m)         4610.33   (f) ADJ UNCH    2 0
 ST0180
 ST0180.Superseded values are not recommended for survey control.
 ST0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0180.See file dsdata.txt to determine how the superseded data were derived.
 ST0180
 ST0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU903001(NAD 83)
 ST0180_MARKER: DB = BENCH MARK DISK
 ST0180_SETTING: 66 = SET IN ROCK OUTCROP
 ST0180_SP_SET: OUTCROP
 ST0180_STAMPING: E 228 1961
 ST0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0180+STABILITY: POSITION/ELEVATION WELL
 ST0180
 ST0180  HISTORY     - Date     Condition        Report By
 ST0180  HISTORY     - 1961     MONUMENTED       CGS
 ST0180
 ST0180                          STATION DESCRIPTION
 ST0180
 ST0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0180'18.6 MI NW FROM CHOTEAU.
 ST0180'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0180'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 3.3 MILES
 ST0180'SOUTH ALONG A GRAVEL ROAD, NEAR THE WEST EDGE OF A HILL, IN THE TOP OF
 ST0180'THE EAST END OF A 3 BY 17 FOOT OUTCROP, 60 FEET EAST OF THE CENTER
 ST0180'LINE OF THE ROAD, 6.2 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT
 ST0180'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0119 ***********************************************************************
 ST0119  DESIGNATION -  E 229
 ST0119  PID         -  ST0119
 ST0119  STATE/COUNTY-  MT/TETON
 ST0119  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0119
 ST0119                         *CURRENT SURVEY CONTROL
 ST0119  ___________________________________________________________________
 ST0119* NAD 83(1986)-  47 41 40.     (N)    112 27 14.     (W)     SCALED    
 ST0119* NAVD 88     -      1326.232  (meters)    4351.15   (feet)  ADJUSTED  
 ST0119  ___________________________________________________________________
 ST0119  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 ST0119  DYNAMIC HT  -        1326.067 (meters)    4350.60  (feet)  COMP
 ST0119  MODELED GRAV-     980,441.8   (mgal)                       NAVD 88
 ST0119
 ST0119  VERT ORDER  -  SECOND    CLASS 0
 ST0119
 ST0119.The horizontal coordinates were scaled from a topographic map and have
 ST0119.an estimated accuracy of +/- 6 seconds.
 ST0119
 ST0119.The orthometric height was determined by differential leveling
 ST0119.and adjusted by the National Geodetic Survey in June 1991..
 ST0119
 ST0119.The geoid height was determined by GEOID03.
 ST0119
 ST0119.The dynamic height is computed by dividing the NAVD 88
 ST0119.geopotential number by the normal gravity value computed on the
 ST0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0119.degrees latitude (g = 980.6199 gals.).
 ST0119
 ST0119.The modeled gravity was interpolated from observed gravity values.
 ST0119
 ST0119;                    North         East    Units  Estimated Accuracy
 ST0119;SPC MT       -   386,920.      378,440.      MT  (+/- 180 meters Scaled)
 ST0119
 ST0119                          SUPERSEDED SURVEY CONTROL
 ST0119
 ST0119  NGVD 29 (??/??/92) 1325.204  (m)         4347.77   (f) ADJ UNCH    2 0
 ST0119
 ST0119.Superseded values are not recommended for survey control.
 ST0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0119.See file dsdata.txt to determine how the superseded data were derived.
 ST0119
 ST0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT909833(NAD 83)
 ST0119_MARKER: DB = BENCH MARK DISK
 ST0119_SETTING: 80 = SET IN A BOULDER
 ST0119_SP_SET: BOULDER
 ST0119_STAMPING: E 229 1961
 ST0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0119+STABILITY: SURFACE MOTION
 ST0119
 ST0119  HISTORY     - Date     Condition        Report By
 ST0119  HISTORY     - 1961     MONUMENTED       CGS
 ST0119
 ST0119                          STATION DESCRIPTION
 ST0119
 ST0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0119'18.05 MI SW FROM CHOTEAU.
 ST0119'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0119'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0119'WEST ALONG A GRAVEL ROAD, THENCE 5.45 MILES SOUTHWEST ALONG A GRADED
 ST0119'ROAD, IN THE TOP OF A 4 BY 4-FOOT BOULDER, ON THE SOUTH SLOPE OF A
 ST0119'HILL, 62 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.9 FEET
 ST0119'NORTH-NORTHWEST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE
 ST0119'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0136 ***********************************************************************
 TK0136  DESIGNATION -  E 23
 TK0136  PID         -  TK0136
 TK0136  STATE/COUNTY-  MT/BLAINE
 TK0136  USGS QUAD   -  HARLEM (1964)
 TK0136
 TK0136                         *CURRENT SURVEY CONTROL
 TK0136  ___________________________________________________________________
 TK0136* NAD 83(1986)-  48 32 41.     (N)    108 49 49.     (W)     SCALED    
 TK0136* NAVD 88     -       719.163  (meters)    2359.45   (feet)  ADJUSTED  
 TK0136  ___________________________________________________________________
 TK0136  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 TK0136  DYNAMIC HT  -         719.251 (meters)    2359.74  (feet)  COMP
 TK0136  MODELED GRAV-     980,709.5   (mgal)                       NAVD 88
 TK0136
 TK0136  VERT ORDER  -  FIRST     CLASS II
 TK0136
 TK0136.The horizontal coordinates were scaled from a topographic map and have
 TK0136.an estimated accuracy of +/- 6 seconds.
 TK0136
 TK0136.The orthometric height was determined by differential leveling
 TK0136.and adjusted by the National Geodetic Survey in June 1991..
 TK0136
 TK0136.The geoid height was determined by GEOID03.
 TK0136
 TK0136.The dynamic height is computed by dividing the NAVD 88
 TK0136.geopotential number by the normal gravity value computed on the
 TK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0136.degrees latitude (g = 980.6199 gals.).
 TK0136
 TK0136.The modeled gravity was interpolated from observed gravity values.
 TK0136
 TK0136;                    North         East    Units  Estimated Accuracy
 TK0136;SPC MT       -   477,460.      649,440.      MT  (+/- 180 meters Scaled)
 TK0136
 TK0136                          SUPERSEDED SURVEY CONTROL
 TK0136
 TK0136  NGVD 29 (??/??/92)  718.368  (m)         2356.85   (f) ADJ UNCH    1 2
 TK0136
 TK0136.Superseded values are not recommended for survey control.
 TK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0136.See file dsdata.txt to determine how the superseded data were derived.
 TK0136
 TK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU601791(NAD 83)
 TK0136_MARKER: B = BOLT
 TK0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0136_SP_SET: CULVERT
 TK0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0136
 TK0136  HISTORY     - Date     Condition        Report By
 TK0136  HISTORY     - UNK      MONUMENTED       CGS
 TK0136  HISTORY     - 1939     GOOD             DOD
 TK0136  HISTORY     - 1979     GOOD             NGS
 TK0136
 TK0136                          STATION DESCRIPTION
 TK0136
 TK0136'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0136'2.1 MI NW FROM HARLEM.
 TK0136'2.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TK0136'AT HARLEM, BLAINE COUNTY, 225 FEET EAST OF MILEPOST 390, AT CULVERT
 TK0136'537, AND IN THE CENTER OF THE NORTH HEADWALL.  A 3/8-INCH COPPER BOLT,
 TK0136'SURROUNDED BY THE LETTERS USBM.
 TK0136
 TK0136                          STATION RECOVERY (1979)
 TK0136
 TK0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0108 ***********************************************************************
 ST0108  DESIGNATION -  E 230
 ST0108  PID         -  ST0108
 ST0108  STATE/COUNTY-  MT/TETON
 ST0108  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0108
 ST0108                         *CURRENT SURVEY CONTROL
 ST0108  ___________________________________________________________________
 ST0108* NAD 83(1986)-  47 38 22.     (N)    112 23 41.     (W)     SCALED    
 ST0108* NAVD 88     -      1422.507  (meters)    4667.01   (feet)  ADJUSTED  
 ST0108  ___________________________________________________________________
 ST0108  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 ST0108  DYNAMIC HT  -        1422.332 (meters)    4666.43  (feet)  COMP
 ST0108  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 ST0108
 ST0108  VERT ORDER  -  SECOND    CLASS 0
 ST0108
 ST0108.The horizontal coordinates were scaled from a topographic map and have
 ST0108.an estimated accuracy of +/- 6 seconds.
 ST0108
 ST0108.The orthometric height was determined by differential leveling
 ST0108.and adjusted by the National Geodetic Survey in June 1991..
 ST0108
 ST0108.The geoid height was determined by GEOID03.
 ST0108
 ST0108.The dynamic height is computed by dividing the NAVD 88
 ST0108.geopotential number by the normal gravity value computed on the
 ST0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0108.degrees latitude (g = 980.6199 gals.).
 ST0108
 ST0108.The modeled gravity was interpolated from observed gravity values.
 ST0108
 ST0108;                    North         East    Units  Estimated Accuracy
 ST0108;SPC MT       -   380,640.      382,650.      MT  (+/- 180 meters Scaled)
 ST0108
 ST0108                          SUPERSEDED SURVEY CONTROL
 ST0108
 ST0108  NGVD 29 (??/??/92) 1421.494  (m)         4663.68   (f) ADJ UNCH    2 0
 ST0108
 ST0108.Superseded values are not recommended for survey control.
 ST0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0108.See file dsdata.txt to determine how the superseded data were derived.
 ST0108
 ST0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT952771(NAD 83)
 ST0108_MARKER: DB = BENCH MARK DISK
 ST0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0108_STAMPING: E 230 1961
 ST0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0108+STABILITY: SURFACE MOTION
 ST0108
 ST0108  HISTORY     - Date     Condition        Report By
 ST0108  HISTORY     - 1961     MONUMENTED       CGS
 ST0108
 ST0108                          STATION DESCRIPTION
 ST0108
 ST0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0108'18.4 MI N FROM AUGUSTA.
 ST0108'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0108'AUGUSTA, THENCE 6.7 MILES WEST AND NORTH ALONG A COUNTY ROAD, 0.3 MILE
 ST0108'EAST OF A CURVE, AT THE JUNCTION OF A FARM ROAD LEADING NORTH, 38 FEET
 ST0108'NORTH OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF THE CENTER LINE
 ST0108'OF THE ROAD LEADING NORTH, 11.5 FEET NORTH-NORTHEAST OF THE CENTER OF
 ST0108'THE WEST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER FARM ROAD, 3.7
 ST0108'FEET NORTHWEST OF THE WEST END OF A GATE, 1.8 FEET EAST OF A WITNESS
 ST0108'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 ST0108'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1127 ***********************************************************************
 SS1127  DESIGNATION -  E 231
 SS1127  PID         -  SS1127
 SS1127  STATE/COUNTY-  MT/TETON
 SS1127  USGS QUAD   -  T L GAP (1987)
 SS1127
 SS1127                         *CURRENT SURVEY CONTROL
 SS1127  ___________________________________________________________________
 SS1127* NAD 83(1986)-  47 47 05.     (N)    111 56 42.     (W)     SCALED    
 SS1127* NAVD 88     -      1185.881  (meters)    3890.68   (feet)  ADJUSTED  
 SS1127  ___________________________________________________________________
 SS1127  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SS1127  DYNAMIC HT  -        1185.820 (meters)    3890.48  (feet)  COMP
 SS1127  MODELED GRAV-     980,518.7   (mgal)                       NAVD 88
 SS1127
 SS1127  VERT ORDER  -  SECOND    CLASS 0
 SS1127
 SS1127.The horizontal coordinates were scaled from a topographic map and have
 SS1127.an estimated accuracy of +/- 6 seconds.
 SS1127
 SS1127.The orthometric height was determined by differential leveling
 SS1127.and adjusted by the National Geodetic Survey in June 1991..
 SS1127
 SS1127.The geoid height was determined by GEOID03.
 SS1127
 SS1127.The dynamic height is computed by dividing the NAVD 88
 SS1127.geopotential number by the normal gravity value computed on the
 SS1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1127.degrees latitude (g = 980.6199 gals.).
 SS1127
 SS1127.The modeled gravity was interpolated from observed gravity values.
 SS1127
 SS1127;                    North         East    Units  Estimated Accuracy
 SS1127;SPC MT       -   395,630.      416,910.      MT  (+/- 180 meters Scaled)
 SS1127
 SS1127                          SUPERSEDED SURVEY CONTROL
 SS1127
 SS1127  NGVD 29 (??/??/92) 1184.939  (m)         3887.59   (f) ADJ UNCH    2 0
 SS1127
 SS1127.Superseded values are not recommended for survey control.
 SS1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1127.See file dsdata.txt to determine how the superseded data were derived.
 SS1127
 SS1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT292928(NAD 83)
 SS1127_MARKER: DB = BENCH MARK DISK
 SS1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1127_STAMPING: E 231 1961
 SS1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1127+STABILITY: SURFACE MOTION
 SS1127
 SS1127  HISTORY     - Date     Condition        Report By
 SS1127  HISTORY     - 1961     MONUMENTED       CGS
 SS1127
 SS1127                          STATION DESCRIPTION
 SS1127
 SS1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1127'13.65 MI SE FROM CHOTEAU.
 SS1127'4.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1127'AT CHOTEAU, THENCE 7.5 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILES
 SS1127'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILES EAST ALONG A GRAVEL ROAD, AT
 SS1127'THE INTERSECTION OF A NORTH-SOUTH ROAD, 51 1/2 FEET NORTHWEST OF THE
 SS1127'CENTER OF THE INTERSECTION, 38 FEET NORTH OF THE CENTER LINE OF THE
 SS1127'ROAD, 35 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 1.8 FEET
 SS1127'WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN
 SS1127'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0013 ***********************************************************************
 ST0013  DESIGNATION -  E 233
 ST0013  PID         -  ST0013
 ST0013  STATE/COUNTY-  MT/TETON
 ST0013  USGS QUAD   -  GILMAN (1987)
 ST0013
 ST0013                         *CURRENT SURVEY CONTROL
 ST0013  ___________________________________________________________________
 ST0013* NAD 83(1986)-  47 34 52.     (N)    112 20 22.     (W)     SCALED    
 ST0013* NAVD 88     -      1309.026  (meters)    4294.70   (feet)  ADJUSTED  
 ST0013  ___________________________________________________________________
 ST0013  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 ST0013  DYNAMIC HT  -        1308.872 (meters)    4294.19  (feet)  COMP
 ST0013  MODELED GRAV-     980,449.0   (mgal)                       NAVD 88
 ST0013
 ST0013  VERT ORDER  -  SECOND    CLASS 0
 ST0013
 ST0013.The horizontal coordinates were scaled from a topographic map and have
 ST0013.an estimated accuracy of +/- 6 seconds.
 ST0013
 ST0013.The orthometric height was determined by differential leveling
 ST0013.and adjusted by the National Geodetic Survey in June 1991..
 ST0013
 ST0013.The geoid height was determined by GEOID03.
 ST0013
 ST0013.The dynamic height is computed by dividing the NAVD 88
 ST0013.geopotential number by the normal gravity value computed on the
 ST0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0013.degrees latitude (g = 980.6199 gals.).
 ST0013
 ST0013.The modeled gravity was interpolated from observed gravity values.
 ST0013
 ST0013;                    North         East    Units  Estimated Accuracy
 ST0013;SPC MT       -   374,010.      386,560.      MT  (+/- 180 meters Scaled)
 ST0013
 ST0013                          SUPERSEDED SURVEY CONTROL
 ST0013
 ST0013  NGVD 29 (??/??/92) 1308.030  (m)         4291.43   (f) ADJ UNCH    2 0
 ST0013
 ST0013.Superseded values are not recommended for survey control.
 ST0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0013.See file dsdata.txt to determine how the superseded data were derived.
 ST0013
 ST0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT992706(NAD 83)
 ST0013_MARKER: DB = BENCH MARK DISK
 ST0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0013_SP_SET: CULVERT
 ST0013_STAMPING: E 233 1961
 ST0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0013
 ST0013  HISTORY     - Date     Condition        Report By
 ST0013  HISTORY     - 1961     MONUMENTED       CGS
 ST0013
 ST0013                          STATION DESCRIPTION
 ST0013
 ST0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0013'7.3 MI N FROM AUGUSTA.
 ST0013'7.3 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0013'AUGUSTA, AT THE INTERSECTION OF A GRAVEL ROAD LEADING WEST AND STATE
 ST0013'HIGHWAY 408 LEADING EAST, IN THE TOP OF THE SOUTH-SOUTHWEST END OF THE
 ST0013'WEST-NORTHWEST CONCRETE HEAD WALL OF A DOUBLE 36-INCH CORRUGATED METAL
 ST0013'PIPE CULVERT, 16 1/2 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 ST0013'HIGHWAY, 109 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, AND ABOUT
 ST0013'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0141 ***********************************************************************
 ST0141  DESIGNATION -  E 234
 ST0141  PID         -  ST0141
 ST0141  STATE/COUNTY-  MT/TETON
 ST0141  USGS QUAD   -  GILMAN (1987)
 ST0141
 ST0141                         *CURRENT SURVEY CONTROL
 ST0141  ___________________________________________________________________
 ST0141* NAD 83(1986)-  47 35 07.     (N)    112 16 35.     (W)     SCALED    
 ST0141* NAVD 88     -      1323.362  (meters)    4341.73   (feet)  ADJUSTED  
 ST0141  ___________________________________________________________________
 ST0141  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 ST0141  DYNAMIC HT  -        1323.202 (meters)    4341.21  (feet)  COMP
 ST0141  MODELED GRAV-     980,445.3   (mgal)                       NAVD 88
 ST0141
 ST0141  VERT ORDER  -  SECOND    CLASS 0
 ST0141
 ST0141.The horizontal coordinates were scaled from a topographic map and have
 ST0141.an estimated accuracy of +/- 6 seconds.
 ST0141
 ST0141.The orthometric height was determined by differential leveling
 ST0141.and adjusted by the National Geodetic Survey in June 1991..
 ST0141
 ST0141.The geoid height was determined by GEOID03.
 ST0141
 ST0141.The dynamic height is computed by dividing the NAVD 88
 ST0141.geopotential number by the normal gravity value computed on the
 ST0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0141.degrees latitude (g = 980.6199 gals.).
 ST0141
 ST0141.The modeled gravity was interpolated from observed gravity values.
 ST0141
 ST0141;                    North         East    Units  Estimated Accuracy
 ST0141;SPC MT       -   374,310.      391,320.      MT  (+/- 180 meters Scaled)
 ST0141
 ST0141                          SUPERSEDED SURVEY CONTROL
 ST0141
 ST0141  NGVD 29 (??/??/92) 1322.363  (m)         4338.45   (f) ADJ UNCH    2 0
 ST0141
 ST0141.Superseded values are not recommended for survey control.
 ST0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0141.See file dsdata.txt to determine how the superseded data were derived.
 ST0141
 ST0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT040709(NAD 83)
 ST0141_MARKER: DD = SURVEY DISK
 ST0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0141_SP_SET: SIPHON
 ST0141_STAMPING: E 234
 ST0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0141
 ST0141  HISTORY     - Date     Condition        Report By
 ST0141  HISTORY     - UNK      MONUMENTED       BOR
 ST0141  HISTORY     - 1961     GOOD             NGS
 ST0141
 ST0141                          STATION DESCRIPTION
 ST0141
 ST0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0141'11.55 MI NE FROM AUGUSTA.
 ST0141'8.05 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0141'AUGUSTA, THENCE 1.85 MILES NORTHEAST ALONG THE SOUTHEAST LEVEE ROAD OF
 ST0141'A CANAL, THENCE 1.65 MILES EAST ALONG A COUNTY ROAD ALONG THE SOUTH
 ST0141'SIDE OF A CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE WALL
 ST0141'OF A CONCRETE OUTLET TO AN IRRIGATION SIPHON, 31 FEET SOUTH OF THE
 ST0141'CENTER LINE OF THE ROAD, 52.7 FEET WEST OF THE CENTER LINE OF A FIELD
 ST0141'ENTRANCE ROAD, 9.2 FEET SOUTH OF A FENCE, AND ABOUT LEVEL WITH THE
 ST0141'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0331 ***********************************************************************
 ST0331  DESIGNATION -  E 235
 ST0331  PID         -  ST0331
 ST0331  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0331  USGS QUAD   -  KRONE RANCH (1963)
 ST0331
 ST0331                         *CURRENT SURVEY CONTROL
 ST0331  ___________________________________________________________________
 ST0331* NAD 83(1986)-  47 22 18.     (N)    112 18 38.     (W)     SCALED    
 ST0331* NAVD 88     -      1376.824  (meters)    4517.13   (feet)  ADJUSTED  
 ST0331  ___________________________________________________________________
 ST0331  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 ST0331  DYNAMIC HT  -        1376.615 (meters)    4516.44  (feet)  COMP
 ST0331  MODELED GRAV-     980,412.1   (mgal)                       NAVD 88
 ST0331
 ST0331  VERT ORDER  -  SECOND    CLASS 0
 ST0331
 ST0331.The horizontal coordinates were scaled from a topographic map and have
 ST0331.an estimated accuracy of +/- 6 seconds.
 ST0331
 ST0331.The orthometric height was determined by differential leveling
 ST0331.and adjusted by the National Geodetic Survey in June 1991..
 ST0331
 ST0331.The geoid height was determined by GEOID03.
 ST0331
 ST0331.The dynamic height is computed by dividing the NAVD 88
 ST0331.geopotential number by the normal gravity value computed on the
 ST0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0331.degrees latitude (g = 980.6199 gals.).
 ST0331
 ST0331.The modeled gravity was interpolated from observed gravity values.
 ST0331
 ST0331;                    North         East    Units  Estimated Accuracy
 ST0331;SPC MT       -   350,680.      387,900.      MT  (+/- 180 meters Scaled)
 ST0331
 ST0331                          SUPERSEDED SURVEY CONTROL
 ST0331
 ST0331  NGVD 29 (??/??/92) 1375.808  (m)         4513.80   (f) ADJ UNCH    2 0
 ST0331
 ST0331.Superseded values are not recommended for survey control.
 ST0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0331.See file dsdata.txt to determine how the superseded data were derived.
 ST0331
 ST0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT010473(NAD 83)
 ST0331_MARKER: DB = BENCH MARK DISK
 ST0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0331_STAMPING: E 235 1961
 ST0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0331+STABILITY: SURFACE MOTION
 ST0331
 ST0331  HISTORY     - Date     Condition        Report By
 ST0331  HISTORY     - 1961     MONUMENTED       CGS
 ST0331
 ST0331                          STATION DESCRIPTION
 ST0331
 ST0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0331'9.95 MI SE FROM AUGUSTA.
 ST0331'9.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0331'AUGUSTA, THENCE 0.8 MILE SOUTHWEST ALONG A PRIVATE ROAD, NEAR THE
 ST0331'BOTTOM OF A COULEE, 37 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 ST0331'38.5 FEET WEST OF THE NORTHWEST END OF AN 18-INCH IRON PIPE CULVERT,
 ST0331'2.4 FEET WEST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD,
 ST0331'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ST0331'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0356 ***********************************************************************
 ST0356  DESIGNATION -  E 236
 ST0356  PID         -  ST0356
 ST0356  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0356  USGS QUAD   -  JOHNSON MOUNTAIN (1962)
 ST0356
 ST0356                         *CURRENT SURVEY CONTROL
 ST0356  ___________________________________________________________________
 ST0356* NAD 83(1986)-  47 12 27.     (N)    112 16 33.     (W)     SCALED    
 ST0356* NAVD 88     -      1264.440  (meters)    4148.42   (feet)  ADJUSTED  
 ST0356  ___________________________________________________________________
 ST0356  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 ST0356  DYNAMIC HT  -        1264.248 (meters)    4147.79  (feet)  COMP
 ST0356  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 ST0356
 ST0356  VERT ORDER  -  SECOND    CLASS 0
 ST0356
 ST0356.The horizontal coordinates were scaled from a topographic map and have
 ST0356.an estimated accuracy of +/- 6 seconds.
 ST0356
 ST0356.The orthometric height was determined by differential leveling
 ST0356.and adjusted by the National Geodetic Survey in June 1991..
 ST0356
 ST0356.The geoid height was determined by GEOID03.
 ST0356
 ST0356.The dynamic height is computed by dividing the NAVD 88
 ST0356.geopotential number by the normal gravity value computed on the
 ST0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0356.degrees latitude (g = 980.6199 gals.).
 ST0356
 ST0356.The modeled gravity was interpolated from observed gravity values.
 ST0356
 ST0356;                    North         East    Units  Estimated Accuracy
 ST0356;SPC MT       -   332,360.      389,870.      MT  (+/- 180 meters Scaled)
 ST0356
 ST0356                          SUPERSEDED SURVEY CONTROL
 ST0356
 ST0356  NGVD 29 (??/??/92) 1263.444  (m)         4145.15   (f) ADJ UNCH    2 0
 ST0356
 ST0356.Superseded values are not recommended for survey control.
 ST0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0356.See file dsdata.txt to determine how the superseded data were derived.
 ST0356
 ST0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT033290(NAD 83)
 ST0356_MARKER: DB = BENCH MARK DISK
 ST0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0356_SP_SET: BOX CULVERT
 ST0356_STAMPING: E 236 1961
 ST0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0356
 ST0356  HISTORY     - Date     Condition        Report By
 ST0356  HISTORY     - 1961     MONUMENTED       CGS
 ST0356
 ST0356                          STATION DESCRIPTION
 ST0356
 ST0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0356'9.5 MI SW FROM BOWMANS CORNER.
 ST0356'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0356'HIGHWAY 287 AT BOWMANS CORNER, THENCE 0.8 MILE NORTHWEST ALONG STATE
 ST0356'HIGHWAY 434, IN THE TOP OF THE CENTER OF THE NORTH CONCRETE WING WALL
 ST0356'OF AN 8 BY 10 FOOT CONCRETE BOX CULVERT, 177 FEET EAST-SOUTHEAST OF
 ST0356'THE EAST-SOUTHEAST CORNER OF STERNS HALL, 9 1/2 FEET NORTHEAST OF THE
 ST0356'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1204 ***********************************************************************
 SS1204  DESIGNATION -  E 237
 SS1204  PID         -  SS1204
 SS1204  STATE/COUNTY-  MT/CASCADE
 SS1204  USGS QUAD   -  FORT SHAW (1983)
 SS1204
 SS1204                         *CURRENT SURVEY CONTROL
 SS1204  ___________________________________________________________________
 SS1204* NAD 83(1986)-  47 35 35.     (N)    111 51 31.     (W)     SCALED    
 SS1204* NAVD 88     -      1237.413  (meters)    4059.75   (feet)  ADJUSTED  
 SS1204  ___________________________________________________________________
 SS1204  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1204  DYNAMIC HT  -        1237.288 (meters)    4059.34  (feet)  COMP
 SS1204  MODELED GRAV-     980,468.3   (mgal)                       NAVD 88
 SS1204
 SS1204  VERT ORDER  -  SECOND    CLASS 0
 SS1204
 SS1204.The horizontal coordinates were scaled from a topographic map and have
 SS1204.an estimated accuracy of +/- 6 seconds.
 SS1204
 SS1204.The orthometric height was determined by differential leveling
 SS1204.and adjusted by the National Geodetic Survey in June 1991..
 SS1204
 SS1204.The geoid height was determined by GEOID03.
 SS1204
 SS1204.The dynamic height is computed by dividing the NAVD 88
 SS1204.geopotential number by the normal gravity value computed on the
 SS1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1204.degrees latitude (g = 980.6199 gals.).
 SS1204
 SS1204.The modeled gravity was interpolated from observed gravity values.
 SS1204
 SS1204;                    North         East    Units  Estimated Accuracy
 SS1204;SPC MT       -   374,140.      422,730.      MT  (+/- 180 meters Scaled)
 SS1204
 SS1204                          SUPERSEDED SURVEY CONTROL
 SS1204
 SS1204  NGVD 29 (??/??/92) 1236.439  (m)         4056.55   (f) ADJ UNCH    2 0
 SS1204
 SS1204.Superseded values are not recommended for survey control.
 SS1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1204.See file dsdata.txt to determine how the superseded data were derived.
 SS1204
 SS1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT354714(NAD 83)
 SS1204_MARKER: DB = BENCH MARK DISK
 SS1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1204_STAMPING: E 237 1961
 SS1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1204+STABILITY: SURFACE MOTION
 SS1204
 SS1204  HISTORY     - Date     Condition        Report By
 SS1204  HISTORY     - 1961     MONUMENTED       CGS
 SS1204
 SS1204                          STATION DESCRIPTION
 SS1204
 SS1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1204'6.9 MI E FROM FAIRFIELD.
 SS1204'6.9 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1204'FAIRFIELD, AT THE T JUNCTION OF A ROAD LEADING SOUTH, 78 FEET
 SS1204'NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION, 65 FEET NORTH-NORTHEAST
 SS1204'OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST-NORTHWEST OF THE
 SS1204'EXTENDED CENTER LINE OF THE ROAD SOUTH, 19 FEET EAST-NORTHEAST OF THE
 SS1204'NORTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 4 1/2 FEET
 SS1204'EAST-SOUTHEAST OF POWER LINE POLE W 16, 2.0 FEET WEST-NORTHWEST OF A
 SS1204'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SS1204'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0971 ***********************************************************************
 SS0971  DESIGNATION -  E 238
 SS0971  PID         -  SS0971
 SS0971  STATE/COUNTY-  MT/CASCADE
 SS0971  USGS QUAD   -  CASCADE (1983)
 SS0971
 SS0971                         *CURRENT SURVEY CONTROL
 SS0971  ___________________________________________________________________
 SS0971* NAD 83(1986)-  47 20 59.     (N)    111 41 58.     (W)     SCALED    
 SS0971* NAVD 88     -      1055.833  (meters)    3464.01   (feet)  ADJUSTED  
 SS0971  ___________________________________________________________________
 SS0971  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 SS0971  DYNAMIC HT  -        1055.742 (meters)    3463.71  (feet)  COMP
 SS0971  MODELED GRAV-     980,490.0   (mgal)                       NAVD 88
 SS0971
 SS0971  VERT ORDER  -  SECOND    CLASS 0
 SS0971
 SS0971.The horizontal coordinates were scaled from a topographic map and have
 SS0971.an estimated accuracy of +/- 6 seconds.
 SS0971
 SS0971.The orthometric height was determined by differential leveling
 SS0971.and adjusted by the National Geodetic Survey in June 1991..
 SS0971
 SS0971.The geoid height was determined by GEOID03.
 SS0971
 SS0971.The dynamic height is computed by dividing the NAVD 88
 SS0971.geopotential number by the normal gravity value computed on the
 SS0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0971.degrees latitude (g = 980.6199 gals.).
 SS0971
 SS0971.The modeled gravity was interpolated from observed gravity values.
 SS0971
 SS0971;                    North         East    Units  Estimated Accuracy
 SS0971;SPC MT       -   346,770.      433,930.      MT  (+/- 180 meters Scaled)
 SS0971
 SS0971                          SUPERSEDED SURVEY CONTROL
 SS0971
 SS0971  NGVD 29 (??/??/92) 1054.909  (m)         3460.98   (f) ADJ UNCH    2 0
 SS0971
 SS0971.Superseded values are not recommended for survey control.
 SS0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0971.See file dsdata.txt to determine how the superseded data were derived.
 SS0971
 SS0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT471442(NAD 83)
 SS0971_MARKER: DB = BENCH MARK DISK
 SS0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0971_STAMPING: E 238 1961
 SS0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0971+STABILITY: SURFACE MOTION
 SS0971
 SS0971  HISTORY     - Date     Condition        Report By
 SS0971  HISTORY     - 1961     MONUMENTED       CGS
 SS0971
 SS0971                          STATION DESCRIPTION
 SS0971
 SS0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0971'13.25 MI S FROM SUN RIVER.
 SS0971'13.25 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0971'AT SUN RIVER, AT A SHARP CURVE IN THE ROAD, 92 FEET WEST-SOUTHWEST OF
 SS0971'THE CENTER LINE OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF A
 SS0971'TRACK ROAD LEADING WEST, 6 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST
 SS0971'OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 SS0971'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 SS0971'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1005 ***********************************************************************
 SS1005  DESIGNATION -  E 239
 SS1005  PID         -  SS1005
 SS1005  STATE/COUNTY-  MT/CASCADE
 SS1005  USGS QUAD   -  SIMMS (1983)
 SS1005
 SS1005                         *CURRENT SURVEY CONTROL
 SS1005  ___________________________________________________________________
 SS1005* NAD 83(1986)-  47 24 11.     (N)    111 53 24.     (W)     SCALED    
 SS1005* NAVD 88     -      1090.227  (meters)    3576.85   (feet)  ADJUSTED  
 SS1005  ___________________________________________________________________
 SS1005  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS1005  DYNAMIC HT  -        1090.128 (meters)    3576.53  (feet)  COMP
 SS1005  MODELED GRAV-     980,485.0   (mgal)                       NAVD 88
 SS1005
 SS1005  VERT ORDER  -  SECOND    CLASS 0
 SS1005
 SS1005.The horizontal coordinates were scaled from a topographic map and have
 SS1005.an estimated accuracy of +/- 6 seconds.
 SS1005
 SS1005.The orthometric height was determined by differential leveling
 SS1005.and adjusted by the National Geodetic Survey in June 1991..
 SS1005
 SS1005.The geoid height was determined by GEOID03.
 SS1005
 SS1005.The dynamic height is computed by dividing the NAVD 88
 SS1005.geopotential number by the normal gravity value computed on the
 SS1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1005.degrees latitude (g = 980.6199 gals.).
 SS1005
 SS1005.The modeled gravity was interpolated from observed gravity values.
 SS1005
 SS1005;                    North         East    Units  Estimated Accuracy
 SS1005;SPC MT       -   353,110.      419,730.      MT  (+/- 180 meters Scaled)
 SS1005
 SS1005                          SUPERSEDED SURVEY CONTROL
 SS1005
 SS1005  NGVD 29 (??/??/92) 1089.288  (m)         3573.77   (f) ADJ UNCH    2 0
 SS1005
 SS1005.Superseded values are not recommended for survey control.
 SS1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1005.See file dsdata.txt to determine how the superseded data were derived.
 SS1005
 SS1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT328503(NAD 83)
 SS1005_MARKER: DB = BENCH MARK DISK
 SS1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1005_STAMPING: E 239 1961
 SS1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1005+STABILITY: SURFACE MOTION
 SS1005
 SS1005  HISTORY     - Date     Condition        Report By
 SS1005  HISTORY     - 1961     MONUMENTED       CGS
 SS1005
 SS1005                          STATION DESCRIPTION
 SS1005
 SS1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1005'9.85 MI S FROM SIMMS.
 SS1005'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1005'HIGHWAY 21 AT SIMMS, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE
 SS1005'5.6 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT THE INTERSECTION OF A
 SS1005'NORTHEAST-SOUTHWEST ROAD, 93 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 SS1005'INTERSECTION, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 89
 SS1005'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 4
 SS1005'1/2 FEET NORTHWEST OF A FENCE CORNER, 2.0 FEET SOUTH OF A WITNESS
 SS1005'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SS1005'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0712 ***********************************************************************
 SS0712  DESIGNATION -  E 240
 SS0712  PID         -  SS0712
 SS0712  STATE/COUNTY-  MT/CASCADE
 SS0712  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0712
 SS0712                         *CURRENT SURVEY CONTROL
 SS0712  ___________________________________________________________________
 SS0712* NAD 83(1986)-  47 25 47.     (N)    111 22 39.     (W)     SCALED    
 SS0712* NAVD 88     -      1033.476  (meters)    3390.66   (feet)  ADJUSTED  
 SS0712  ___________________________________________________________________
 SS0712  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 SS0712  DYNAMIC HT  -        1033.385 (meters)    3390.36  (feet)  COMP
 SS0712  MODELED GRAV-     980,489.9   (mgal)                       NAVD 88
 SS0712
 SS0712  VERT ORDER  -  FIRST     CLASS II
 SS0712
 SS0712.The horizontal coordinates were scaled from a topographic map and have
 SS0712.an estimated accuracy of +/- 6 seconds.
 SS0712
 SS0712.The orthometric height was determined by differential leveling
 SS0712.and adjusted by the National Geodetic Survey in June 1991..
 SS0712
 SS0712.The geoid height was determined by GEOID03.
 SS0712
 SS0712.The dynamic height is computed by dividing the NAVD 88
 SS0712.geopotential number by the normal gravity value computed on the
 SS0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0712.degrees latitude (g = 980.6199 gals.).
 SS0712
 SS0712.The modeled gravity was interpolated from observed gravity values.
 SS0712
 SS0712;                    North         East    Units  Estimated Accuracy
 SS0712;SPC MT       -   355,020.      458,450.      MT  (+/- 180 meters Scaled)
 SS0712
 SS0712                          SUPERSEDED SURVEY CONTROL
 SS0712
 SS0712  NGVD 29 (??/??/92) 1032.548  (m)         3387.62   (f) ADJ UNCH    1 2
 SS0712
 SS0712.Superseded values are not recommended for survey control.
 SS0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0712.See file dsdata.txt to determine how the superseded data were derived.
 SS0712
 SS0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT715529(NAD 83)
 SS0712_MARKER: DB = BENCH MARK DISK
 SS0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0712_STAMPING: E 240 1961
 SS0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0712+STABILITY: SURFACE MOTION
 SS0712
 SS0712  HISTORY     - Date     Condition        Report By
 SS0712  HISTORY     - 1961     MONUMENTED       CGS
 SS0712
 SS0712                          STATION DESCRIPTION
 SS0712
 SS0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0712'6.85 MI SW FROM GREAT FALLS.
 SS0712'6.85 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0712'AT GREAT FALLS, 7.05 MILES EAST OF ULM, SOUTHEAST OF A SMALL CUT, 51
 SS0712'FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 42 1/2 FEET EAST OF
 SS0712'THE EAST CORNER OF A CATTLEGUARD, 38 FEET NORTH-NORTHEAST OF THE
 SS0712'CENTER LINE OF A GRAVELED ROAD, 31 FEET SOUTHEAST OF THE NORTHEAST END
 SS0712'OF A GATE, 2 FEET SOUTH-SOUTHWEST OF A FENCE, 2.0 FEET NORTHWEST OF A
 SS0712'WITNESS POST, ABOUT 8 FEET LOWER THAN THE TRACK, AND ABOUT 1 FOOT
 SS0712'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0712'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1087 ***********************************************************************
 SS1087  DESIGNATION -  E 241
 SS1087  PID         -  SS1087
 SS1087  STATE/COUNTY-  MT/TETON
 SS1087  USGS QUAD   -  DUTTON (1987)
 SS1087
 SS1087                         *CURRENT SURVEY CONTROL
 SS1087  ___________________________________________________________________
 SS1087* NAD 83(1986)-  47 49 01.     (N)    111 40 17.     (W)     SCALED    
 SS1087* NAVD 88     -      1129.109  (meters)    3704.42   (feet)  ADJUSTED  
 SS1087  ___________________________________________________________________
 SS1087  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SS1087  DYNAMIC HT  -        1129.058 (meters)    3704.25  (feet)  COMP
 SS1087  MODELED GRAV-     980,527.8   (mgal)                       NAVD 88
 SS1087
 SS1087  VERT ORDER  -  FIRST     CLASS II
 SS1087
 SS1087.The horizontal coordinates were scaled from a topographic map and have
 SS1087.an estimated accuracy of +/- 6 seconds.
 SS1087
 SS1087.The orthometric height was determined by differential leveling
 SS1087.and adjusted by the National Geodetic Survey in June 1991..
 SS1087.WARNING-Repeat measurements at this control monument indicate possible
 SS1087.vertical movement.
 SS1087
 SS1087.The geoid height was determined by GEOID03.
 SS1087
 SS1087.The dynamic height is computed by dividing the NAVD 88
 SS1087.geopotential number by the normal gravity value computed on the
 SS1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1087.degrees latitude (g = 980.6199 gals.).
 SS1087
 SS1087.The modeled gravity was interpolated from observed gravity values.
 SS1087
 SS1087;                    North         East    Units  Estimated Accuracy
 SS1087;SPC MT       -   398,610.      437,490.      MT  (+/- 180 meters Scaled)
 SS1087
 SS1087                          SUPERSEDED SURVEY CONTROL
 SS1087
 SS1087  NGVD 29 (??/??/92) 1128.190  (m)         3701.40   (f) ADJ UNCH    1 2
 SS1087
 SS1087.Superseded values are not recommended for survey control.
 SS1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1087.See file dsdata.txt to determine how the superseded data were derived.
 SS1087
 SS1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT497961(NAD 83)
 SS1087_MARKER: DB = BENCH MARK DISK
 SS1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1087_STAMPING: E 241 1961
 SS1087_PROJECTION: PROJECTING 23 CENTIMETERS
 SS1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1087+STABILITY: SURFACE MOTION
 SS1087
 SS1087  HISTORY     - Date     Condition        Report By
 SS1087  HISTORY     - 1961     MONUMENTED       CGS
 SS1087  HISTORY     - 1978     GOOD             NGS
 SS1087
 SS1087                          STATION DESCRIPTION
 SS1087
 SS1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1087'3.3 MI SE FROM DUTTON.
 SS1087'3.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1087'AT DUTTON, 95 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOST 34,
 SS1087'71 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 1/2 FEET NORTHWEST OF A
 SS1087'TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 4 1/2 FEET
 SS1087'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SS1087'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 SS1087
 SS1087                          STATION RECOVERY (1978)
 SS1087
 SS1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SS1087'2.7 MILES SOUTH ALONG INTERSTATE 15 FROM THE OVERPASS AT EXIT 313 IN
 SS1087'DUTTON, 0.5 MILE SOUTH OF MILE POST 311, 0.1 MILE WEST OF THE
 SS1087'CENTERLINE OF INTERSTATE 15 SOUTH BOUND, IN THE WEST RIGHT OF WAY
 SS1087'OF THE GREAT NORTHERN RAILROAD, AT RAILROAD MILE POST 34, 95 FEET
 SS1087'SOUTHWEST OF MILE POST 34,71 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 SS1087'AND 5.5 FEET NORTHWEST OF A POWER LINE POLE.
 SS1087'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 SS1087'THE MARK IS 5 FT ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0508 ***********************************************************************
 SS0508  DESIGNATION -  E 242
 SS0508  PID         -  SS0508
 SS0508  STATE/COUNTY-  MT/CASCADE
 SS0508  USGS QUAD   -  ARMINGTON (1982)
 SS0508
 SS0508                         *CURRENT SURVEY CONTROL
 SS0508  ___________________________________________________________________
 SS0508* NAD 83(1986)-  47 22 15.     (N)    110 57 25.     (W)     SCALED    
 SS0508* NAVD 88     -      1213.185  (meters)    3980.26   (feet)  ADJUSTED  
 SS0508  ___________________________________________________________________
 SS0508  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 SS0508  DYNAMIC HT  -        1213.064 (meters)    3979.86  (feet)  COMP
 SS0508  MODELED GRAV-     980,470.7   (mgal)                       NAVD 88
 SS0508
 SS0508  VERT ORDER  -  SECOND    CLASS 0
 SS0508
 SS0508.The horizontal coordinates were scaled from a topographic map and have
 SS0508.an estimated accuracy of +/- 6 seconds.
 SS0508
 SS0508.The orthometric height was determined by differential leveling
 SS0508.and adjusted by the National Geodetic Survey in June 1991..
 SS0508
 SS0508.The geoid height was determined by GEOID03.
 SS0508
 SS0508.The dynamic height is computed by dividing the NAVD 88
 SS0508.geopotential number by the normal gravity value computed on the
 SS0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0508.degrees latitude (g = 980.6199 gals.).
 SS0508
 SS0508.The modeled gravity was interpolated from observed gravity values.
 SS0508
 SS0508;                    North         East    Units  Estimated Accuracy
 SS0508;SPC MT       -   347,800.      490,030.      MT  (+/- 180 meters Scaled)
 SS0508
 SS0508                          SUPERSEDED SURVEY CONTROL
 SS0508
 SS0508  NGVD 29 (??/??/92) 1212.256  (m)         3977.21   (f) ADJ UNCH    2 0
 SS0508
 SS0508.Superseded values are not recommended for survey control.
 SS0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0508.See file dsdata.txt to determine how the superseded data were derived.
 SS0508
 SS0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT032463(NAD 83)
 SS0508_MARKER: DB = BENCH MARK DISK
 SS0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0508_STAMPING: E 242 1961
 SS0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0508+STABILITY: SURFACE MOTION
 SS0508
 SS0508  HISTORY     - Date     Condition        Report By
 SS0508  HISTORY     - 1961     MONUMENTED       CGS
 SS0508
 SS0508                          STATION DESCRIPTION
 SS0508
 SS0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0508'2.1 MI SW FROM BELT.
 SS0508'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0508'OVERPASS AT BELT, THENCE 0.65 MILES SOUTH ALONG A COUNTY ROAD, 42 FEET
 SS0508'WEST OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER OF A
 SS0508'GATE IN A FENCE LINE, 29 1/2 FEET NORTH OF A TELEPHONE POLE, 3 FEET
 SS0508'SOUTHEAST OF THE SOUTH END OF THE GATE, 1.0 FOOT EAST OF A FENCE, 2.0
 SS0508'FEET NORTH OF A WITNESS POST, ABOUT 1- FOOT LOWER THAN THE ROAD, AND
 SS0508'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS0508'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0931 ***********************************************************************
 SS0931  DESIGNATION -  E 244
 SS0931  PID         -  SS0931
 SS0931  STATE/COUNTY-  MT/CASCADE
 SS0931  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0931
 SS0931                         *CURRENT SURVEY CONTROL
 SS0931  ___________________________________________________________________
 SS0931* NAD 83(1986)-  47 09 18.     (N)    111 33 20.     (W)     SCALED    
 SS0931* NAVD 88     -      1256.784  (meters)    4123.30   (feet)  ADJUSTED  
 SS0931  ___________________________________________________________________
 SS0931  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 SS0931  DYNAMIC HT  -        1256.611 (meters)    4122.73  (feet)  COMP
 SS0931  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 SS0931
 SS0931  VERT ORDER  -  SECOND    CLASS 0
 SS0931
 SS0931.The horizontal coordinates were scaled from a topographic map and have
 SS0931.an estimated accuracy of +/- 6 seconds.
 SS0931
 SS0931.The orthometric height was determined by differential leveling
 SS0931.and adjusted by the National Geodetic Survey in June 1991..
 SS0931
 SS0931.The geoid height was determined by GEOID03.
 SS0931
 SS0931.The dynamic height is computed by dividing the NAVD 88
 SS0931.geopotential number by the normal gravity value computed on the
 SS0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0931.degrees latitude (g = 980.6199 gals.).
 SS0931
 SS0931.The modeled gravity was interpolated from observed gravity values.
 SS0931
 SS0931;                    North         East    Units  Estimated Accuracy
 SS0931;SPC MT       -   324,840.      444,230.      MT  (+/- 180 meters Scaled)
 SS0931
 SS0931                          SUPERSEDED SURVEY CONTROL
 SS0931
 SS0931  NGVD 29 (??/??/92) 1255.826  (m)         4120.16   (f) ADJ UNCH    2 0
 SS0931
 SS0931.Superseded values are not recommended for survey control.
 SS0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0931.See file dsdata.txt to determine how the superseded data were derived.
 SS0931
 SS0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT578225(NAD 83)
 SS0931_MARKER: DB = BENCH MARK DISK
 SS0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0931_STAMPING: E 244 1961
 SS0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0931+STABILITY: SURFACE MOTION
 SS0931
 SS0931  HISTORY     - Date     Condition        Report By
 SS0931  HISTORY     - 1961     MONUMENTED       CGS
 SS0931
 SS0931                          STATION DESCRIPTION
 SS0931
 SS0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0931'10.4 MI SW FROM SPANISH COULEE SCHOOL.
 SS0931'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0931'THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, THENCE 7.7 MILES SOUTHWEST
 SS0931'ALONG A TRACK FIELD ROAD, 14 FEET SOUTH OF THE CENTER LINE OF THE
 SS0931'ROAD, 21 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE, 1.5
 SS0931'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SS0931'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0636 ***********************************************************************
 SS0636  DESIGNATION -  E 245
 SS0636  PID         -  SS0636
 SS0636  STATE/COUNTY-  MT/CHOUTEAU
 SS0636  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS0636
 SS0636                         *CURRENT SURVEY CONTROL
 SS0636  ___________________________________________________________________
 SS0636* NAD 83(1986)-  47 45 20.     (N)    111 13 12.     (W)     SCALED    
 SS0636* NAVD 88     -      1078.122  (meters)    3537.14   (feet)  ADJUSTED  
 SS0636  ___________________________________________________________________
 SS0636  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SS0636  DYNAMIC HT  -        1078.094 (meters)    3537.05  (feet)  COMP
 SS0636  MODELED GRAV-     980,548.5   (mgal)                       NAVD 88
 SS0636
 SS0636  VERT ORDER  -  SECOND    CLASS 0
 SS0636
 SS0636.The horizontal coordinates were scaled from a topographic map and have
 SS0636.an estimated accuracy of +/- 6 seconds.
 SS0636
 SS0636.The orthometric height was determined by differential leveling
 SS0636.and adjusted by the National Geodetic Survey in June 1991..
 SS0636
 SS0636.The geoid height was determined by GEOID03.
 SS0636
 SS0636.The dynamic height is computed by dividing the NAVD 88
 SS0636.geopotential number by the normal gravity value computed on the
 SS0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0636.degrees latitude (g = 980.6199 gals.).
 SS0636
 SS0636.The modeled gravity was interpolated from observed gravity values.
 SS0636
 SS0636;                    North         East    Units  Estimated Accuracy
 SS0636;SPC MT       -   390,950.      471,120.      MT  (+/- 180 meters Scaled)
 SS0636
 SS0636                          SUPERSEDED SURVEY CONTROL
 SS0636
 SS0636  NGVD 29 (??/??/92) 1077.221  (m)         3534.18   (f) ADJ UNCH    2 0
 SS0636
 SS0636.Superseded values are not recommended for survey control.
 SS0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0636.See file dsdata.txt to determine how the superseded data were derived.
 SS0636
 SS0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT835891(NAD 83)
 SS0636_MARKER: DB = BENCH MARK DISK
 SS0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0636_STAMPING: E 245 1961
 SS0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0636+STABILITY: SURFACE MOTION
 SS0636
 SS0636  HISTORY     - Date     Condition        Report By
 SS0636  HISTORY     - 1961     MONUMENTED       CGS
 SS0636
 SS0636                          STATION DESCRIPTION
 SS0636
 SS0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0636'14.8 MI W FROM CARTER.
 SS0636'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0636'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0636'SOUTH ALONG A COUNTY ROAD, THENCE 1.05 MILE WEST ALONG A COUNTY ROAD,
 SS0636'AT THE JUNCTION OF A TRACK ROAD LEADING SOUTH, AT A FENCE CORNER, 34
 SS0636'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14 FEET WEST OF THE CENTER
 SS0636'LINE OF THE TRACK ROAD, 2 FEET EAST OF FENCE CORNER, 2.0 FEET
 SS0636'NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND
 SS0636'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS0636'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0690 ***********************************************************************
 SS0690  DESIGNATION -  E 246 RESET
 SS0690  PID         -  SS0690
 SS0690  STATE/COUNTY-  MT/TETON
 SS0690  USGS QUAD   -  DUTTON SE (1987)
 SS0690
 SS0690                         *CURRENT SURVEY CONTROL
 SS0690  ___________________________________________________________________
 SS0690* NAD 83(1986)-  47 50 35.     (N)    111 30 58.     (W)     SCALED    
 SS0690* NAVD 88     -      1095.96   (meters)    3595.7    (feet)  RESET     
 SS0690  ___________________________________________________________________
 SS0690  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS0690
 SS0690  VERT ORDER  -  THIRD
 SS0690
 SS0690.The horizontal coordinates were scaled from a topographic map and have
 SS0690.an estimated accuracy of +/- 6 seconds.
 SS0690
 SS0690.The orthometric height was computed from unverified reset data.
 SS0690
 SS0690.The geoid height was determined by GEOID03.
 SS0690
 SS0690;                    North         East    Units  Estimated Accuracy
 SS0690;SPC MT       -   401,200.      449,180.      MT  (+/- 180 meters Scaled)
 SS0690
 SS0690                          SUPERSEDED SURVEY CONTROL
 SS0690
 SS0690.No superseded survey control is available for this station.
 SS0690
 SS0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT613989(NAD 83)
 SS0690_MARKER: DB = BENCH MARK DISK
 SS0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0690_STAMPING: E 246 RESET 1972
 SS0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0690+STABILITY: SURFACE MOTION
 SS0690
 SS0690  HISTORY     - Date     Condition        Report By
 SS0690  HISTORY     - 1972     MONUMENTED       NGS
 SS0690
 SS0690                          STATION DESCRIPTION
 SS0690
 SS0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS0690'9.75 MI E FROM DUTTON.
 SS0690'THE MARK IS 8.7 MILES EAST ALONG STATE HIGHWAY 221 (DIAMOND VALLEY
 SS0690'ROAD) FROM THE INTERSECTION OF S.H. 221 AND U.S. HIGHWAY 91 (I-15), AT
 SS0690'THE SOUTHEAST CORNER OF DUTTON.  IN THE SOUTHWEST ANGLE OF THE
 SS0690'INTERSECTION OF S. H. 221 AND A GRAVEL CROSSROAD, 120 FEET SOUTH OF
 SS0690'THE CENTERLINE OF STATE HIGHWAY 221, 25 FEET WEST OF THE CENTER OF THE
 SS0690'NORTH-SOUTH GRAVEL ROAD, 3 FEET NORTHEAST OF POWER.  POLE F 9 B 12,
 SS0690'AND 2 FEET NORTH OF A METAL WITNESS POST.  MARK IS A STANDARD DISK SET
 SS0690'IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  SECTION 18, T 24N, R
 SS0690'2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0950 ***********************************************************************
 SS0950  DESIGNATION -  E 247
 SS0950  PID         -  SS0950
 SS0950  STATE/COUNTY-  MT/CASCADE
 SS0950  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0950
 SS0950                         *CURRENT SURVEY CONTROL
 SS0950  ___________________________________________________________________
 SS0950* NAD 83(1986)-  47 20 24.     (N)    111 48 08.     (W)     SCALED    
 SS0950* NAVD 88     -      1102.781  (meters)    3618.04   (feet)  ADJUSTED  
 SS0950  ___________________________________________________________________
 SS0950  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 SS0950  DYNAMIC HT  -        1102.675 (meters)    3617.69  (feet)  COMP
 SS0950  MODELED GRAV-     980,479.0   (mgal)                       NAVD 88
 SS0950
 SS0950  VERT ORDER  -  SECOND    CLASS 0
 SS0950
 SS0950.The horizontal coordinates were scaled from a topographic map and have
 SS0950.an estimated accuracy of +/- 6 seconds.
 SS0950
 SS0950.The orthometric height was determined by differential leveling
 SS0950.and adjusted by the National Geodetic Survey in June 1991..
 SS0950
 SS0950.The geoid height was determined by GEOID03.
 SS0950
 SS0950.The dynamic height is computed by dividing the NAVD 88
 SS0950.geopotential number by the normal gravity value computed on the
 SS0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0950.degrees latitude (g = 980.6199 gals.).
 SS0950
 SS0950.The modeled gravity was interpolated from observed gravity values.
 SS0950
 SS0950;                    North         East    Units  Estimated Accuracy
 SS0950;SPC MT       -   345,910.      426,140.      MT  (+/- 180 meters Scaled)
 SS0950
 SS0950                          SUPERSEDED SURVEY CONTROL
 SS0950
 SS0950  NGVD 29 (??/??/92) 1101.845  (m)         3614.97   (f) ADJ UNCH    2 0
 SS0950
 SS0950.Superseded values are not recommended for survey control.
 SS0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0950.See file dsdata.txt to determine how the superseded data were derived.
 SS0950
 SS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT393432(NAD 83)
 SS0950_MARKER: DB = BENCH MARK DISK
 SS0950_SETTING: 66 = SET IN ROCK OUTCROP
 SS0950_SP_SET: OUTCROP
 SS0950_STAMPING: E 247 1961
 SS0950_MARK LOGO: CGS   
 SS0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0950+STABILITY: POSITION/ELEVATION WELL
 SS0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS0950+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1996
 SS0950
 SS0950  HISTORY     - Date     Condition        Report By
 SS0950  HISTORY     - 1961     MONUMENTED       CGS
 SS0950  HISTORY     - 19960705 GOOD             NGS
 SS0950
 SS0950                          STATION DESCRIPTION
 SS0950
 SS0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0950'8.1 MI NW FROM CASCADE.
 SS0950'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0950'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0950'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.6 MILE SOUTHWEST ALONG A
 SS0950'COUNTY ROAD, ON TOP OF A NORTH-NORTHWEST-SOUTH-SOUTHEAST ROCKY RIDGE,
 SS0950'IN THE TOP OF A 2 BY 2 FOOT OUTCROP FLUSH WITH THE GROUND, 100 FEET
 SS0950'NORTH OF THE CENTER LINE OF THE ROAD, 58.2 FEET NORTH OF A FENCE, 72
 SS0950'1/2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 7.1 FEET NORTH-NORTHEAST
 SS0950'OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 SS0950
 SS0950                          STATION RECOVERY (1996)
 SS0950
 SS0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 SS0950'6.6 MI (10.6 KM) WEST ALONG MISSION ROAD FROM THE JUNCTION WITH
 SS0950'INTERSTATE HIGHWAY 15, EXIT 256 IN CASCADE, TO A FORK AT THE JUNCTION
 SS0950'WITH THE SIMMS-CASCADE ROAD, THEN SOUTHWEST ALONG MISSION ROAD TO THE
 SS0950'MARK ON THE RIGHT, ON TOP OF A NORTHWEST-SOUTHEAST ROCKY RIDGE, IN THE
 SS0950'TOP OF A 2 BY 2 FOOT (0.6 M) OUTCROP FLUSH WITH THE GROUND, 100.0 FT
 SS0950'(30.5 M) NORTH OF THE CENTER OF THE ROAD, 58.2 FT (17.7 M) NORTH OF A
 SS0950'FENCE, 58.2 FT (17.7 M) NORTH OF THE WITNESS POST THAT IS SET IN THE
 SS0950'FENCE LINE, AND ABOUT 2 FEET (0.6 M) HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0301 ***********************************************************************
 ST0301  DESIGNATION -  E 248
 ST0301  PID         -  ST0301
 ST0301  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0301  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0301
 ST0301                         *CURRENT SURVEY CONTROL
 ST0301  ___________________________________________________________________
 ST0301* NAD 83(1986)-  47 27 36.     (N)    112 07 57.     (W)     SCALED    
 ST0301* NAVD 88     -      1187.101  (meters)    3894.68   (feet)  ADJUSTED  
 ST0301  ___________________________________________________________________
 ST0301  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 ST0301  DYNAMIC HT  -        1186.963 (meters)    3894.23  (feet)  COMP
 ST0301  MODELED GRAV-     980,455.7   (mgal)                       NAVD 88
 ST0301
 ST0301  VERT ORDER  -  SECOND    CLASS 0
 ST0301
 ST0301.The horizontal coordinates were scaled from a topographic map and have
 ST0301.an estimated accuracy of +/- 6 seconds.
 ST0301
 ST0301.The orthometric height was determined by differential leveling
 ST0301.and adjusted by the National Geodetic Survey in June 1991..
 ST0301
 ST0301.The geoid height was determined by GEOID03.
 ST0301
 ST0301.The dynamic height is computed by dividing the NAVD 88
 ST0301.geopotential number by the normal gravity value computed on the
 ST0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0301.degrees latitude (g = 980.6199 gals.).
 ST0301
 ST0301.The modeled gravity was interpolated from observed gravity values.
 ST0301
 ST0301;                    North         East    Units  Estimated Accuracy
 ST0301;SPC MT       -   360,020.      401,660.      MT  (+/- 180 meters Scaled)
 ST0301
 ST0301                          SUPERSEDED SURVEY CONTROL
 ST0301
 ST0301  NGVD 29 (??/??/92) 1186.123  (m)         3891.47   (f) ADJ UNCH    2 0
 ST0301
 ST0301.Superseded values are not recommended for survey control.
 ST0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0301.See file dsdata.txt to determine how the superseded data were derived.
 ST0301
 ST0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT146569(NAD 83)
 ST0301_MARKER: DB = BENCH MARK DISK
 ST0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0301_STAMPING: E 248 1961
 ST0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0301+STABILITY: SURFACE MOTION
 ST0301
 ST0301  HISTORY     - Date     Condition        Report By
 ST0301  HISTORY     - 1961     MONUMENTED       CGS
 ST0301
 ST0301                          STATION DESCRIPTION
 ST0301
 ST0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0301'14.05 MI W FROM SIMMS.
 ST0301'10.5 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0301'HIGHWAY 20 AT SIMMS, THENCE 3.55 MILES SOUTH ALONG A COUNTY ROAD, 37
 ST0301'FEET WEST OF THE CENTER LINE OF THE ROAD, 193 FEET SOUTH OF THE WEST
 ST0301'END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 1.7 FEET EAST OF A
 ST0301'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 ST0301'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 ST0301'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1181 ***********************************************************************
 SS1181  DESIGNATION -  E 249
 SS1181  PID         -  SS1181
 SS1181  STATE/COUNTY-  MT/CASCADE
 SS1181  USGS QUAD   -  VAUGHN NE (1994)
 SS1181
 SS1181                         *CURRENT SURVEY CONTROL
 SS1181  ___________________________________________________________________
 SS1181* NAD 83(1986)-  47 38 22.     (N)    111 32 20.     (W)     SCALED    
 SS1181* NAVD 88     -      1166.669  (meters)    3827.65   (feet)  ADJUSTED  
 SS1181  ___________________________________________________________________
 SS1181  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SS1181  DYNAMIC HT  -        1166.608 (meters)    3827.45  (feet)  COMP
 SS1181  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 SS1181
 SS1181  VERT ORDER  -  SECOND    CLASS 0
 SS1181
 SS1181.The horizontal coordinates were scaled from a topographic map and have
 SS1181.an estimated accuracy of +/- 6 seconds.
 SS1181
 SS1181.The orthometric height was determined by differential leveling
 SS1181.and adjusted by the National Geodetic Survey in June 1991..
 SS1181
 SS1181.The geoid height was determined by GEOID03.
 SS1181
 SS1181.The dynamic height is computed by dividing the NAVD 88
 SS1181.geopotential number by the normal gravity value computed on the
 SS1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1181.degrees latitude (g = 980.6199 gals.).
 SS1181
 SS1181.The modeled gravity was interpolated from observed gravity values.
 SS1181
 SS1181;                    North         East    Units  Estimated Accuracy
 SS1181;SPC MT       -   378,620.      446,890.      MT  (+/- 180 meters Scaled)
 SS1181
 SS1181                          SUPERSEDED SURVEY CONTROL
 SS1181
 SS1181  NGVD 29 (??/??/92) 1165.758  (m)         3824.66   (f) ADJ UNCH    2 0
 SS1181
 SS1181.Superseded values are not recommended for survey control.
 SS1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1181.See file dsdata.txt to determine how the superseded data were derived.
 SS1181
 SS1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT595763(NAD 83)
 SS1181_MARKER: DB = BENCH MARK DISK
 SS1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1181_STAMPING: E 249 1961
 SS1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1181+STABILITY: SURFACE MOTION
 SS1181
 SS1181  HISTORY     - Date     Condition        Report By
 SS1181  HISTORY     - 1961     MONUMENTED       CGS
 SS1181
 SS1181                          STATION DESCRIPTION
 SS1181
 SS1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1181'0.5 MI W FROM NEUMAN SCHOOL.
 SS1181'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, 58 FEET
 SS1181'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF COUNTY ROADS, 27 FEET
 SS1181'WEST OF THE CENTER LINE OF THE ROAD SOUTH, 50 FEET SOUTH OF THE CENTER
 SS1181'LINE OF THE ROAD WEST, 34 FEET SOUTH OF AND IN LINE WITH A ROW POWER
 SS1181'LINE POLES, 5 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET EAST OF
 SS1181'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS1181'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0049 ***********************************************************************
 TH0049  DESIGNATION -  E 250
 TH0049  PID         -  TH0049
 TH0049  STATE/COUNTY-  MT/ROOSEVELT
 TH0049  USGS QUAD   -  RED BANK CREEK (1989)
 TH0049
 TH0049                         *CURRENT SURVEY CONTROL
 TH0049  ___________________________________________________________________
 TH0049* NAD 83(1986)-  48 11 01.     (N)    104 02 45.     (W)     SCALED    
 TH0049* NAVD 88     -       657.013  (meters)    2155.55   (feet)  ADJUSTED  
 TH0049  ___________________________________________________________________
 TH0049  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TH0049  DYNAMIC HT  -         657.081 (meters)    2155.77  (feet)  COMP
 TH0049  MODELED GRAV-     980,693.3   (mgal)                       NAVD 88
 TH0049
 TH0049  VERT ORDER  -  SECOND    CLASS 0
 TH0049
 TH0049.The horizontal coordinates were scaled from a topographic map and have
 TH0049.an estimated accuracy of +/- 6 seconds.
 TH0049
 TH0049.The orthometric height was determined by differential leveling
 TH0049.and adjusted by the National Geodetic Survey in June 1991..
 TH0049
 TH0049.The geoid height was determined by GEOID03.
 TH0049
 TH0049.The dynamic height is computed by dividing the NAVD 88
 TH0049.geopotential number by the normal gravity value computed on the
 TH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0049.degrees latitude (g = 980.6199 gals.).
 TH0049
 TH0049.The modeled gravity was interpolated from observed gravity values.
 TH0049
 TH0049;                    North         East    Units  Estimated Accuracy
 TH0049;SPC MT       -   451,210.    1,005,080.      MT  (+/- 180 meters Scaled)
 TH0049
 TH0049                          SUPERSEDED SURVEY CONTROL
 TH0049
 TH0049  NGVD 29 (??/??/92)  656.475  (m)         2153.79   (f) ADJ UNCH    2 0
 TH0049
 TH0049.Superseded values are not recommended for survey control.
 TH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0049.See file dsdata.txt to determine how the superseded data were derived.
 TH0049
 TH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP709371(NAD 83)
 TH0049_MARKER: DB = BENCH MARK DISK
 TH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0049_STAMPING: E-250 1935
 TH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0049+STABILITY: SURFACE MOTION
 TH0049
 TH0049  HISTORY     - Date     Condition        Report By
 TH0049  HISTORY     - 1935     MONUMENTED       CGS
 TH0049  HISTORY     - 1966     GOOD             SHELL
 TH0049
 TH0049                          STATION DESCRIPTION
 TH0049
 TH0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0049'10.9 MI E FROM BAINVILLE.
 TH0049'7.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0049'STATION AT BAINVILLE, ROOSEVELT COUNTY, THENCE 1.6 MILES NORTHEAST
 TH0049'ALONG A ROAD, AND 1.8 MILES NORTH ALONG A TRAIL.  0.8 MILE WEST OF THE
 TH0049'MONTANA-NORTH DAKOTA STATE LINE, AT THE CORNER FORMED BY THE WEST
 TH0049'TRAIL FENCE AND THE NORTH ROAD GAP FENCE TO THE EAST, 20 FEET WEST OF
 TH0049'THE CENTER LINE OF THE BOUNDARY-LINE TRAIL, AND 2.5 FEET SOUTHWEST OF
 TH0049'THE FENCE CORNER.  A STANDARD DISK, STAMPED E 250 1935 AND SET IN THE
 TH0049'TOP OF A CONCRETE POST.  NOTE-- THE BM IS ON THE STATE LINE.  AT THE
 TH0049'NW COR SEC 10, T 154 N. R 104 W.
 TH0049
 TH0049                          STATION RECOVERY (1966)
 TH0049
 TH0049'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 TH0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0034 ***********************************************************************
 TH0034  DESIGNATION -  E 251
 TH0034  PID         -  TH0034
 TH0034  STATE/COUNTY-  MT/SHERIDAN
 TH0034  USGS QUAD   -  BRUSH LAKE (1988)
 TH0034
 TH0034                         *CURRENT SURVEY CONTROL
 TH0034  ___________________________________________________________________
 TH0034* NAD 83(1986)-  48 32 54.     (N)    104 03 52.     (W)     SCALED    
 TH0034* NAVD 88     -       608.855  (meters)    1997.55   (feet)  ADJUSTED  
 TH0034  ___________________________________________________________________
 TH0034  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 TH0034  DYNAMIC HT  -         608.950 (meters)    1997.86  (feet)  COMP
 TH0034  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 TH0034
 TH0034  VERT ORDER  -  SECOND    CLASS 0
 TH0034
 TH0034.The horizontal coordinates were scaled from a topographic map and have
 TH0034.an estimated accuracy of +/- 6 seconds.
 TH0034
 TH0034.The orthometric height was determined by differential leveling
 TH0034.and adjusted by the National Geodetic Survey in June 1991..
 TH0034
 TH0034.The geoid height was determined by GEOID03.
 TH0034
 TH0034.The dynamic height is computed by dividing the NAVD 88
 TH0034.geopotential number by the normal gravity value computed on the
 TH0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0034.degrees latitude (g = 980.6199 gals.).
 TH0034
 TH0034.The modeled gravity was interpolated from observed gravity values.
 TH0034
 TH0034;                    North         East    Units  Estimated Accuracy
 TH0034;SPC MT       -   491,560.    1,000,890.      MT  (+/- 180 meters Scaled)
 TH0034
 TH0034                          SUPERSEDED SURVEY CONTROL
 TH0034
 TH0034  NGVD 29 (??/??/92)  608.352  (m)         1995.90   (f) ADJ UNCH    2 0
 TH0034
 TH0034.Superseded values are not recommended for survey control.
 TH0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0034.See file dsdata.txt to determine how the superseded data were derived.
 TH0034
 TH0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP690776(NAD 83)
 TH0034_MARKER: DB = BENCH MARK DISK
 TH0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0034_STAMPING: E-251 1935
 TH0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0034+STABILITY: SURFACE MOTION
 TH0034
 TH0034  HISTORY     - Date     Condition        Report By
 TH0034  HISTORY     - 1935     MONUMENTED       CGS
 TH0034
 TH0034                          STATION DESCRIPTION
 TH0034
 TH0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0034'11.2 MI SW FROM GRENORA, ND.
 TH0034'11.2 MI SW OF DEPOT ALONG THE NORTH-SOUTH ROAD.  AT SOUTH EAST CORNER
 TH0034'OF SEC. 5, T-32, R-59.  AT CROSSING.  SET 9 FEET WEST, THENCE 28 NORTH
 TH0034'OF CENTERLINE OF THE CROSSING.  39 FEET WEST, THENCE 2 FEET SOUTH OF
 TH0034'RIGHT-OF-WAY FENCE CORNER.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0228 ***********************************************************************
 SP0228  DESIGNATION -  E 252
 SP0228  PID         -  SP0228
 SP0228  STATE/COUNTY-  MT/MCCONE
 SP0228  USGS QUAD   -  NORTH FORK HORSE CREEK (1983)
 SP0228
 SP0228                         *CURRENT SURVEY CONTROL
 SP0228  ___________________________________________________________________
 SP0228* NAD 83(1986)-  47 34 21.     (N)    105 50 02.     (W)     SCALED    
 SP0228* NAVD 88     -       824.796  (meters)    2706.02   (feet)  ADJUSTED  
 SP0228  ___________________________________________________________________
 SP0228  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SP0228  DYNAMIC HT  -         824.822 (meters)    2706.10  (feet)  COMP
 SP0228  MODELED GRAV-     980,616.2   (mgal)                       NAVD 88
 SP0228
 SP0228  VERT ORDER  -  SECOND    CLASS 0
 SP0228
 SP0228.The horizontal coordinates were scaled from a topographic map and have
 SP0228.an estimated accuracy of +/- 6 seconds.
 SP0228
 SP0228.The orthometric height was determined by differential leveling
 SP0228.and adjusted by the National Geodetic Survey in June 1991..
 SP0228
 SP0228.The geoid height was determined by GEOID03.
 SP0228
 SP0228.The dynamic height is computed by dividing the NAVD 88
 SP0228.geopotential number by the normal gravity value computed on the
 SP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0228.degrees latitude (g = 980.6199 gals.).
 SP0228
 SP0228.The modeled gravity was interpolated from observed gravity values.
 SP0228
 SP0228;                    North         East    Units  Estimated Accuracy
 SP0228;SPC MT       -   375,640.      875,580.      MT  (+/- 180 meters Scaled)
 SP0228
 SP0228                          SUPERSEDED SURVEY CONTROL
 SP0228
 SP0228  NGVD 29 (??/??/92)  824.173  (m)         2703.97   (f) ADJ UNCH    2 0
 SP0228
 SP0228.Superseded values are not recommended for survey control.
 SP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0228.See file dsdata.txt to determine how the superseded data were derived.
 SP0228
 SP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN372691(NAD 83)
 SP0228_MARKER: DB = BENCH MARK DISK
 SP0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0228_STAMPING: E 252 1935
 SP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0228+STABILITY: SURFACE MOTION
 SP0228
 SP0228  HISTORY     - Date     Condition        Report By
 SP0228  HISTORY     - 1935     MONUMENTED       CGS
 SP0228  HISTORY     - 1977     GOOD             USGS
 SP0228
 SP0228                          STATION DESCRIPTION
 SP0228
 SP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0228'6.2 MI SE FROM WELDON.
 SP0228'6.2 MILES SOUTHEAST ALONG THE CIRCLE ROAD FROM THE POST OFFICE AT
 SP0228'WELDON, MCCONE COUNTY, AT THE NORTHEAST CORNER OF SEC. 20, T. 21 N.,
 SP0228'R. 46 E., 115 FEET NORTH OF A 2- BY 2-FOOT CULVERT, AT A GULLEY, AT
 SP0228'THE JUNCTION OF A TRAIL LEADING WEST, 36 FEET WEST OF THE CENTERLINE
 SP0228'OF THE ROAD, 11 FEET SOUTH OF THE CENTERLINE OF THE TRAIL, 6 FEET WEST
 SP0228'OF A RIGHT-OF-WAY FENCE CORNER, 2 FEET NORTH OF THE FENCE, AND 1 FOOT
 SP0228'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED E 252 1935 AND SET IN
 SP0228'THE TOP OF A CONCRETE POST.
 SP0228
 SP0228                          STATION RECOVERY (1977)
 SP0228
 SP0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0228'4.4 MI. SE ALONG THE CIRCLE ROAD FROM WELDON JCT., AT THE NE CORNER
 SP0228'OF SEC. 20, T. 21 N., R. 46 E., 251 FT. EAST OF THE C/L ROAD ALONG
 SP0228'THE EXTENDED SECTION LINE FENCE, 38 FT. WEST OF THE C/L OF THE OLD
 SP0228'ROAD SCAR, A STANDARD DISK STAMPED E 252 1935 AND SET IN THE TOP OF A
 SP0228'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0061 ***********************************************************************
 SQ0061  DESIGNATION -  E 253
 SQ0061  PID         -  SQ0061
 SQ0061  STATE/COUNTY-  MT/MCCONE
 SQ0061  USGS QUAD   -  CROW SPRINGS (1973)
 SQ0061
 SQ0061                         *CURRENT SURVEY CONTROL
 SQ0061  ___________________________________________________________________
 SQ0061* NAD 83(1986)-  47 44 54.     (N)    106 07 29.     (W)     SCALED    
 SQ0061* NAVD 88     -       805.149  (meters)    2641.56   (feet)  ADJUSTED  
 SQ0061  ___________________________________________________________________
 SQ0061  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SQ0061  DYNAMIC HT  -         805.201 (meters)    2641.73  (feet)  COMP
 SQ0061  MODELED GRAV-     980,648.6   (mgal)                       NAVD 88
 SQ0061
 SQ0061  VERT ORDER  -  SECOND    CLASS 0
 SQ0061
 SQ0061.The horizontal coordinates were scaled from a topographic map and have
 SQ0061.an estimated accuracy of +/- 6 seconds.
 SQ0061
 SQ0061.The orthometric height was determined by differential leveling
 SQ0061.and adjusted by the National Geodetic Survey in June 1991..
 SQ0061
 SQ0061.The geoid height was determined by GEOID03.
 SQ0061
 SQ0061.The dynamic height is computed by dividing the NAVD 88
 SQ0061.geopotential number by the normal gravity value computed on the
 SQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0061.degrees latitude (g = 980.6199 gals.).
 SQ0061
 SQ0061.The modeled gravity was interpolated from observed gravity values.
 SQ0061
 SQ0061;                    North         East    Units  Estimated Accuracy
 SQ0061;SPC MT       -   394,180.      852,890.      MT  (+/- 180 meters Scaled)
 SQ0061
 SQ0061                          SUPERSEDED SURVEY CONTROL
 SQ0061
 SQ0061  NGVD 29 (??/??/92)  804.527  (m)         2639.52   (f) ADJ UNCH    2 0
 SQ0061
 SQ0061.Superseded values are not recommended for survey control.
 SQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0061.See file dsdata.txt to determine how the superseded data were derived.
 SQ0061
 SQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN156889(NAD 83)
 SQ0061_MARKER: DB = BENCH MARK DISK
 SQ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0061_STAMPING: E 253 1935
 SQ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0061+STABILITY: SURFACE MOTION
 SQ0061
 SQ0061  HISTORY     - Date     Condition        Report By
 SQ0061  HISTORY     - 1935     MONUMENTED       CGS
 SQ0061  HISTORY     - 1973     POOR             USGS
 SQ0061
 SQ0061                          STATION DESCRIPTION
 SQ0061
 SQ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0061'17.9 MI NW FROM WELDON.
 SQ0061'17.9 MILES NORTHWEST ALONG THE HAXBY ROAD AND TRAIL FROM THE POST
 SQ0061'OFFICE AT WELDON, MCCONE COUNTY, 4-3/4 MILES SOUTHEAST OF THE NELSON
 SQ0061'RANCH BUILDINGS, 1/2 MILE WEST OF THE JUNCTION OF A TRAIL LEADING
 SQ0061'EAST, 135 FEET WEST OF THE EDGE OF A RAVINE, AT THE JUNCTION OF A
 SQ0061'TRAIL LEADING SOUTHWEST, 66 FEET WEST OF THE CENTER OF THE JUNCTION,
 SQ0061'18 FEET SOUTH OF THE CENTERLINE OF THE HAXBY TRAIL, AND 15 FEET
 SQ0061'NORTHWEST OF THE TRAIL LEADING SOUTHWEST.  A STANDARD DISK, STAMPED E
 SQ0061'253 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 SQ0061'ABOVE GROUND.  NOTE-- TOP OF MONUMENT IS SEVERED BY CRACK BUT STILL IN
 SQ0061'PLACE.
 SQ0061
 SQ0061                          STATION RECOVERY (1973)
 SQ0061
 SQ0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0061'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0322 ***********************************************************************
 TJ0322  DESIGNATION -  E 254
 TJ0322  PID         -  TJ0322
 TJ0322  STATE/COUNTY-  MT/PHILLIPS
 TJ0322  USGS QUAD   -  SACO (1984)
 TJ0322
 TJ0322                         *CURRENT SURVEY CONTROL
 TJ0322  ___________________________________________________________________
 TJ0322* NAD 83(1986)-  48 22 38.     (N)    107 17 53.     (W)     SCALED    
 TJ0322* NAVD 88     -       673.162  (meters)    2208.53   (feet)  ADJUSTED  
 TJ0322  ___________________________________________________________________
 TJ0322  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TJ0322  DYNAMIC HT  -         673.260 (meters)    2208.85  (feet)  COMP
 TJ0322  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 TJ0322
 TJ0322  VERT ORDER  -  SECOND    CLASS 0
 TJ0322
 TJ0322.The horizontal coordinates were scaled from a topographic map and have
 TJ0322.an estimated accuracy of +/- 6 seconds.
 TJ0322
 TJ0322.The orthometric height was determined by differential leveling
 TJ0322.and adjusted by the National Geodetic Survey in June 1991..
 TJ0322
 TJ0322.The geoid height was determined by GEOID03.
 TJ0322
 TJ0322.The dynamic height is computed by dividing the NAVD 88
 TJ0322.geopotential number by the normal gravity value computed on the
 TJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0322.degrees latitude (g = 980.6199 gals.).
 TJ0322
 TJ0322.The modeled gravity was interpolated from observed gravity values.
 TJ0322
 TJ0322;                    North         East    Units  Estimated Accuracy
 TJ0322;SPC MT       -   460,920.      763,050.      MT  (+/- 180 meters Scaled)
 TJ0322
 TJ0322                          SUPERSEDED SURVEY CONTROL
 TJ0322
 TJ0322  NGVD 29 (??/??/92)  672.480  (m)         2206.29   (f) ADJ UNCH    2 0
 TJ0322
 TJ0322.Superseded values are not recommended for survey control.
 TJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0322.See file dsdata.txt to determine how the superseded data were derived.
 TJ0322
 TJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP298607(NAD 83)
 TJ0322_MARKER: DB = BENCH MARK DISK
 TJ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0322_STAMPING: E 254 1935
 TJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0322+STABILITY: SURFACE MOTION
 TJ0322
 TJ0322  HISTORY     - Date     Condition        Report By
 TJ0322  HISTORY     - 1935     MONUMENTED       CGS
 TJ0322  HISTORY     - 1948     GOOD             NGS
 TJ0322
 TJ0322                          STATION DESCRIPTION
 TJ0322
 TJ0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0322'6.8 MI S FROM SACO.
 TJ0322'6.8 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0322'RAILWAY STATION AT SACO, 0.15 MILE NORTH OF A 48-FOOT WOODEN BRIDGE,
 TJ0322'56.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 19.0 FEET EAST OF A
 TJ0322'FENCE CORNER, 12.0 FEET SOUTH OF THE CENTER LINE OF A TRAIL LEADING
 TJ0322'EAST, 1.9 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST,
 TJ0322'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TJ0322'GROUND.  NOTE-- THE ORIGINAL POST WHICH WAS SET IN 1935 BUT NOT
 TJ0322'LEVELED OVER WAS DISLODGED DURING GRADING OF THE ROAD.  THE POST WAS
 TJ0322'MOVED AND SET ABOUT 15.0 FEET EAST OF ITS ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0346 ***********************************************************************
 TJ0346  DESIGNATION -  E 255
 TJ0346  PID         -  TJ0346
 TJ0346  STATE/COUNTY-  MT/VALLEY
 TJ0346  USGS QUAD   -  CRAIG RESERVOIR (1984)
 TJ0346
 TJ0346                         *CURRENT SURVEY CONTROL
 TJ0346  ___________________________________________________________________
 TJ0346* NAD 83(1986)-  48 04 25.     (N)    107 21 13.     (W)     SCALED    
 TJ0346* NAVD 88     -       736.178  (meters)    2415.28   (feet)  ADJUSTED  
 TJ0346  ___________________________________________________________________
 TJ0346  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TJ0346  DYNAMIC HT  -         736.245 (meters)    2415.50  (feet)  COMP
 TJ0346  MODELED GRAV-     980,677.8   (mgal)                       NAVD 88
 TJ0346
 TJ0346  VERT ORDER  -  SECOND    CLASS 0
 TJ0346
 TJ0346.The horizontal coordinates were scaled from a topographic map and have
 TJ0346.an estimated accuracy of +/- 6 seconds.
 TJ0346
 TJ0346.The orthometric height was determined by differential leveling
 TJ0346.and adjusted by the National Geodetic Survey in June 1991..
 TJ0346
 TJ0346.The geoid height was determined by GEOID03.
 TJ0346
 TJ0346.The dynamic height is computed by dividing the NAVD 88
 TJ0346.geopotential number by the normal gravity value computed on the
 TJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0346.degrees latitude (g = 980.6199 gals.).
 TJ0346
 TJ0346.The modeled gravity was interpolated from observed gravity values.
 TJ0346
 TJ0346;                    North         East    Units  Estimated Accuracy
 TJ0346;SPC MT       -   427,070.      759,860.      MT  (+/- 180 meters Scaled)
 TJ0346
 TJ0346                          SUPERSEDED SURVEY CONTROL
 TJ0346
 TJ0346  NGVD 29 (??/??/92)  735.476  (m)         2412.97   (f) ADJ UNCH    2 0
 TJ0346
 TJ0346.Superseded values are not recommended for survey control.
 TJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0346.See file dsdata.txt to determine how the superseded data were derived.
 TJ0346
 TJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP246271(NAD 83)
 TJ0346_MARKER: DB = BENCH MARK DISK
 TJ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0346_STAMPING: E 255 1935
 TJ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0346+STABILITY: SURFACE MOTION
 TJ0346
 TJ0346  HISTORY     - Date     Condition        Report By
 TJ0346  HISTORY     - 1935     MONUMENTED       CGS
 TJ0346  HISTORY     - 1948     GOOD             NGS
 TJ0346  HISTORY     - 1953     GOOD             DOD
 TJ0346
 TJ0346                          STATION DESCRIPTION
 TJ0346
 TJ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0346'30.45 MI S FROM SACO.
 TJ0346'30.45 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0346'RAILWAY STATION AT SACO, 159.0 FEET SOUTH OF THE WEST END OF A
 TJ0346'36-INCH CORRUGATED IRON CULVERT, 48.0 FEET EAST OF THE CENTER LINE OF
 TJ0346'AN ABANDONED ROADBED, 7.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 TJ0346'1.4 FEET SOUTH OF A REFERENCE POST AND SET IN THE TOP OF A CONCRETE
 TJ0346'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0346
 TJ0346                          STATION RECOVERY (1953)
 TJ0346
 TJ0346'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 TJ0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0414 ***********************************************************************
 SQ0414  DESIGNATION -  E 256
 SQ0414  PID         -  SQ0414
 SQ0414  STATE/COUNTY-  MT/PHILLIPS
 SQ0414  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0414
 SQ0414                         *CURRENT SURVEY CONTROL
 SQ0414  ___________________________________________________________________
 SQ0414* NAD 83(1986)-  47 54 38.     (N)    107 40 27.     (W)     SCALED    
 SQ0414* NAVD 88     -       713.382  (meters)    2340.49   (feet)  ADJUSTED  
 SQ0414  ___________________________________________________________________
 SQ0414  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 SQ0414  DYNAMIC HT  -         713.423 (meters)    2340.62  (feet)  COMP
 SQ0414  MODELED GRAV-     980,645.4   (mgal)                       NAVD 88
 SQ0414
 SQ0414  VERT ORDER  -  SECOND    CLASS 0
 SQ0414
 SQ0414.The horizontal coordinates were scaled from a topographic map and have
 SQ0414.an estimated accuracy of +/- 6 seconds.
 SQ0414
 SQ0414.The orthometric height was determined by differential leveling
 SQ0414.and adjusted by the National Geodetic Survey in June 1991..
 SQ0414
 SQ0414.The geoid height was determined by GEOID03.
 SQ0414
 SQ0414.The dynamic height is computed by dividing the NAVD 88
 SQ0414.geopotential number by the normal gravity value computed on the
 SQ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0414.degrees latitude (g = 980.6199 gals.).
 SQ0414
 SQ0414.The modeled gravity was interpolated from observed gravity values.
 SQ0414
 SQ0414;                    North         East    Units  Estimated Accuracy
 SQ0414;SPC MT       -   408,350.      736,410.      MT  (+/- 180 meters Scaled)
 SQ0414
 SQ0414                          SUPERSEDED SURVEY CONTROL
 SQ0414
 SQ0414  NGVD 29 (??/??/92)  712.652  (m)         2338.09   (f) ADJ UNCH    2 0
 SQ0414
 SQ0414.Superseded values are not recommended for survey control.
 SQ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0414.See file dsdata.txt to determine how the superseded data were derived.
 SQ0414
 SQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP001098(NAD 83)
 SQ0414_MARKER: DB = BENCH MARK DISK
 SQ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0414_STAMPING: E 256 1935
 SQ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0414+STABILITY: SURFACE MOTION
 SQ0414
 SQ0414  HISTORY     - Date     Condition        Report By
 SQ0414  HISTORY     - 1935     MONUMENTED       CGS
 SQ0414  HISTORY     - 1948     GOOD             NGS
 SQ0414
 SQ0414                          STATION DESCRIPTION
 SQ0414
 SQ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0414'10.5 MI SW FROM CONTENT.
 SQ0414'10.5 MILES SOUTHWEST ALONG THE CONTENT-SUN PRAIRIE ROAD FROM THE POST
 SQ0414'OFFICE (NOW ABANDONED) AT CONTENT, AT A ROAD JUNCTION, 0.95 MILE NORTH
 SQ0414'OF BENCH MARK F 256, 267.0 FEET SOUTHWEST OF THE CENTER OF THE
 SQ0414'JUNCTION, 55.0 FEET WEST OF AND 3.0 FEET LOWER THAN THE CENTER LINE OF
 SQ0414'A NORTH-SOUTH ROAD, 12.4 FEET WEST OF A FENCE CORNER, 2.9 FEET SOUTH
 SQ0414'OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 SQ0414'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0171 ***********************************************************************
 SP0171  DESIGNATION -  E 257
 SP0171  PID         -  SP0171
 SP0171  STATE/COUNTY-  MT/DAWSON
 SP0171  USGS QUAD   -  UNION SCHOOL (1983)
 SP0171
 SP0171                         *CURRENT SURVEY CONTROL
 SP0171  ___________________________________________________________________
 SP0171* NAD 83(1986)-  47 11 25.     (N)    105 18 00.     (W)     SCALED    
 SP0171* NAVD 88     -       890.290  (meters)    2920.89   (feet)  ADJUSTED  
 SP0171  ___________________________________________________________________
 SP0171  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SP0171  DYNAMIC HT  -         890.269 (meters)    2920.82  (feet)  COMP
 SP0171  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 SP0171
 SP0171  VERT ORDER  -  SECOND    CLASS 0
 SP0171
 SP0171.The horizontal coordinates were scaled from a topographic map and have
 SP0171.an estimated accuracy of +/- 6 seconds.
 SP0171
 SP0171.The orthometric height was determined by differential leveling
 SP0171.and adjusted by the National Geodetic Survey in June 1991..
 SP0171
 SP0171.The geoid height was determined by GEOID03.
 SP0171
 SP0171.The dynamic height is computed by dividing the NAVD 88
 SP0171.geopotential number by the normal gravity value computed on the
 SP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0171.degrees latitude (g = 980.6199 gals.).
 SP0171
 SP0171.The modeled gravity was interpolated from observed gravity values.
 SP0171
 SP0171;                    North         East    Units  Estimated Accuracy
 SP0171;SPC MT       -   335,250.      917,960.      MT  (+/- 180 meters Scaled)
 SP0171
 SP0171                          SUPERSEDED SURVEY CONTROL
 SP0171
 SP0171  NGVD 29 (??/??/92)  889.674  (m)         2918.87   (f) ADJ UNCH    2 0
 SP0171
 SP0171.Superseded values are not recommended for survey control.
 SP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0171.See file dsdata.txt to determine how the superseded data were derived.
 SP0171
 SP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN772263(NAD 83)
 SP0171_MARKER: DB = BENCH MARK DISK
 SP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0171_STAMPING: E-257 1935
 SP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0171+STABILITY: SURFACE MOTION
 SP0171
 SP0171  HISTORY     - Date     Condition        Report By
 SP0171  HISTORY     - 1935     MONUMENTED       CGS
 SP0171  HISTORY     - 1970     GOOD             DOD
 SP0171
 SP0171                          STATION DESCRIPTION
 SP0171
 SP0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0171'9.8 MI NW FROM LINDSAY.
 SP0171'0.8 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SP0171'AT LINDSAY, DAWSON COUNTY, THENCE 9.0 MILES WEST AND SOUTH ALONG
 SP0171'COUNTY ROADS.  700 FEET EAST OF THE GENERAL STORE AT UNION, AT THE
 SP0171'JUNCTION OF A T-ROAD LEADING WEST, 108 FEET NORTH OF THE CENTER LINE
 SP0171'OF THE T-ROAD, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 SP0171'EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 SP0171'A STANDARD DISK, STAMPED E 257 1935 AND SET IN THE TOP OF A CONCRETE
 SP0171'POST.
 SP0171
 SP0171                          STATION RECOVERY (1970)
 SP0171
 SP0171'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 SP0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0356 ***********************************************************************
 RT0356  DESIGNATION -  E 258
 RT0356  PID         -  RT0356
 RT0356  STATE/COUNTY-  MT/PRAIRIE
 RT0356  USGS QUAD   -  LITTLE SHEEP MOUNTAIN (1965)
 RT0356
 RT0356                         *CURRENT SURVEY CONTROL
 RT0356  ___________________________________________________________________
 RT0356* NAD 83(1986)-  46 54 16.     (N)    105 45 31.     (W)     SCALED    
 RT0356* NAVD 88     -       913.690  (meters)    2997.66   (feet)  ADJUSTED  
 RT0356  ___________________________________________________________________
 RT0356  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RT0356  DYNAMIC HT  -         913.639 (meters)    2997.50  (feet)  COMP
 RT0356  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 RT0356
 RT0356  VERT ORDER  -  SECOND    CLASS 0
 RT0356
 RT0356.The horizontal coordinates were scaled from a topographic map and have
 RT0356.an estimated accuracy of +/- 6 seconds.
 RT0356
 RT0356.The orthometric height was determined by differential leveling
 RT0356.and adjusted by the National Geodetic Survey in June 1991..
 RT0356
 RT0356.The geoid height was determined by GEOID03.
 RT0356
 RT0356.The dynamic height is computed by dividing the NAVD 88
 RT0356.geopotential number by the normal gravity value computed on the
 RT0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0356.degrees latitude (g = 980.6199 gals.).
 RT0356
 RT0356.The modeled gravity was interpolated from observed gravity values.
 RT0356
 RT0356;                    North         East    Units  Estimated Accuracy
 RT0356;SPC MT       -   301,760.      884,780.      MT  (+/- 180 meters Scaled)
 RT0356
 RT0356                          SUPERSEDED SURVEY CONTROL
 RT0356
 RT0356  NGVD 29 (??/??/92)  913.057  (m)         2995.59   (f) ADJ UNCH    2 0
 RT0356
 RT0356.Superseded values are not recommended for survey control.
 RT0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0356.See file dsdata.txt to determine how the superseded data were derived.
 RT0356
 RT0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM422948(NAD 83)
 RT0356_MARKER: DB = BENCH MARK DISK
 RT0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0356_STAMPING: E 258 1935
 RT0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0356+STABILITY: SURFACE MOTION
 RT0356
 RT0356  HISTORY     - Date     Condition        Report By
 RT0356  HISTORY     - 1935     MONUMENTED       CGS
 RT0356  HISTORY     - 1972     GOOD             USGS
 RT0356
 RT0356                          STATION DESCRIPTION
 RT0356
 RT0356'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0356'27 MI NW FROM TERRY.
 RT0356'BM IS APPROX.  27 MI. WEST AND NORTH OF TERRY, MONT.  TO REACH FROM
 RT0356'INTERSECTION OF BURLINGTON NORTHERN RR AND SECONDARY STATE ROUTE 253
 RT0356'AT E. END OF TERRY, PROCEED N ON HWY 253 10.30 MILES TO T-RD W.,
 RT0356'(CHERRY CREEK ROAD).  THENCE W. 8.6 MILE TO MC CLOUD AND T-RD N. CONT.
 RT0356'W. 3.05 MI. TO RD-FK.  TAKE RIGHT FK, CONTINUE WEST 2.5 MILES TO T-RD
 RT0356'N. 0.26 MILES TO T-FENCE N IN ROW FENCE.  BM IS 33 FT N OF CENTERLINE
 RT0356'OF RD., 42 FT E OF F-COR. AND 2 FT. N. OF FE.  STANDARD DISEK SET IN
 RT0356'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0045 ***********************************************************************
 RT0045  DESIGNATION -  E 259
 RT0045  PID         -  RT0045
 RT0045  STATE/COUNTY-  MT/FALLON
 RT0045  USGS QUAD   -  ROCKING CHAIR BUTTE (1981)
 RT0045
 RT0045                         *CURRENT SURVEY CONTROL
 RT0045  ___________________________________________________________________
 RT0045* NAD 83(1986)-  46 38 52.     (N)    104 22 33.     (W)     SCALED    
 RT0045* NAVD 88     -       849.335  (meters)    2786.53   (feet)  ADJUSTED  
 RT0045  ___________________________________________________________________
 RT0045  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 RT0045  DYNAMIC HT  -         849.297 (meters)    2786.40  (feet)  COMP
 RT0045  MODELED GRAV-     980,540.5   (mgal)                       NAVD 88
 RT0045
 RT0045  VERT ORDER  -  SECOND    CLASS 0
 RT0045
 RT0045.The horizontal coordinates were scaled from a topographic map and have
 RT0045.an estimated accuracy of +/- 6 seconds.
 RT0045
 RT0045.The orthometric height was determined by differential leveling
 RT0045.and adjusted by the National Geodetic Survey in June 1991..
 RT0045
 RT0045.The geoid height was determined by GEOID03.
 RT0045
 RT0045.The dynamic height is computed by dividing the NAVD 88
 RT0045.geopotential number by the normal gravity value computed on the
 RT0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0045.degrees latitude (g = 980.6199 gals.).
 RT0045
 RT0045.The modeled gravity was interpolated from observed gravity values.
 RT0045
 RT0045;                    North         East    Units  Estimated Accuracy
 RT0045;SPC MT       -   279,270.      991,770.      MT  (+/- 180 meters Scaled)
 RT0045
 RT0045                          SUPERSEDED SURVEY CONTROL
 RT0045
 RT0045  NGVD 29 (??/??/92)  848.735  (m)         2784.56   (f) ADJ UNCH    2 0
 RT0045
 RT0045.Superseded values are not recommended for survey control.
 RT0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0045.See file dsdata.txt to determine how the superseded data were derived.
 RT0045
 RT0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM477662(NAD 83)
 RT0045_MARKER: DB = BENCH MARK DISK
 RT0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0045_STAMPING: E 259 1935
 RT0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0045+STABILITY: SURFACE MOTION
 RT0045
 RT0045  HISTORY     - Date     Condition        Report By
 RT0045  HISTORY     - 1935     MONUMENTED       CGS
 RT0045  HISTORY     - 1976     GOOD             USGS
 RT0045
 RT0045                          STATION DESCRIPTION
 RT0045
 RT0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0045'21.9 MI SW FROM CARLYLE.
 RT0045'IN FALLON COUNTY, 7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE,
 RT0045'WIBAUX COUNTY, 2 MILES NORTH, 3 MILES WEST, 3 MILES SOUTH, 1 MILE
 RT0045'WEST, 4 MILES SOUTHWEST, AND 1.5 MILES NORTH ALONG ROADS.  1 MILE EAST
 RT0045'OF A RANCH CABIN, 1/2 MILE SOUTH OF A LOW BUTTE, BETWEEN TWO CREEKS,
 RT0045'33 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET INSIDE THE
 RT0045'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A FENCE, AND ABOUT 3-1/2 FEET
 RT0045'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 259 1935 AND SET IN
 RT0045'THE TOP OF A CONCRETE POST.
 RT0045
 RT0045                          STATION RECOVERY (1976)
 RT0045
 RT0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0045'17.2 MI N OF BAKER ALONG STATE HWY 7, THENCE 8.5 MI W ALONG COUNTY RD
 RT0045'TO CABIN CREEK, THENCE 1.4 MI N ALONG TRACK RD, 33 FT W OF AN
 RT0045'ABANDONED ROW AT CREST OF SMALL HILL. A STD DISK, STAMPED E 259 1934,
 RT0045'SET IN A CONC POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0223 ***********************************************************************
 TL0223  DESIGNATION -  E 26
 TL0223  PID         -  TL0223
 TL0223  STATE/COUNTY-  MT/LIBERTY
 TL0223  USGS QUAD   -  TIBER (1962)
 TL0223
 TL0223                         *CURRENT SURVEY CONTROL
 TL0223  ___________________________________________________________________
 TL0223* NAD 83(1986)-  48 30 32.     (N)    111 05 06.     (W)     SCALED    
 TL0223* NAVD 88     -       972.798  (meters)    3191.59   (feet)  POSTED    
 TL0223  ___________________________________________________________________
 TL0223  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 TL0223  DYNAMIC HT  -         972.880 (meters)    3191.86  (feet)  COMP
 TL0223  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 TL0223
 TL0223  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0223
 TL0223.The horizontal coordinates were scaled from a topographic map and have
 TL0223.an estimated accuracy of +/- 6 seconds.
 TL0223
 TL0223.The orthometric height was determined by differential leveling
 TL0223.and adjusted by the National Geodetic Survey in 1992..
 TL0223.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0223.rate of 0.0 thru 1.0 mm/km.
 TL0223
 TL0223.The geoid height was determined by GEOID03.
 TL0223
 TL0223.The dynamic height is computed by dividing the NAVD 88
 TL0223.geopotential number by the normal gravity value computed on the
 TL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0223.degrees latitude (g = 980.6199 gals.).
 TL0223
 TL0223.The modeled gravity was interpolated from observed gravity values.
 TL0223
 TL0223;                    North         East    Units  Estimated Accuracy
 TL0223;SPC MT       -   474,450.      482,930.      MT  (+/- 180 meters Scaled)
 TL0223
 TL0223                          SUPERSEDED SURVEY CONTROL
 TL0223
 TL0223  NGVD 29 (??/??/92)  971.911  (m)         3188.68   (f) ADJ UNCH    1 2
 TL0223
 TL0223.Superseded values are not recommended for survey control.
 TL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0223.See file dsdata.txt to determine how the superseded data were derived.
 TL0223
 TL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU937728(NAD 83)
 TL0223_MARKER: Z = SEE DESCRIPTION
 TL0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0223+STABILITY: SURFACE MOTION
 TL0223
 TL0223  HISTORY     - Date     Condition        Report By
 TL0223  HISTORY     - UNK      MONUMENTED       CGS
 TL0223  HISTORY     - 1934     MARK NOT FOUND   NGS
 TL0223
 TL0223                          STATION DESCRIPTION
 TL0223
 TL0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0223'IN TIBER.
 TL0223'AT TIBER, LIBERTY COUNTY, ON THE GREAT NORTHERN RAILWAY, AND IN LINE
 TL0223'WITH THE STATION SIGN.  THE BOTTOM OF A SQUARE HOLE, CUT ON THE TOP OF
 TL0223'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0161 ***********************************************************************
 SQ0161  DESIGNATION -  E 261
 SQ0161  PID         -  SQ0161
 SQ0161  STATE/COUNTY-  MT/GARFIELD
 SQ0161  USGS QUAD   -  DICE DAM (1965)
 SQ0161
 SQ0161                         *CURRENT SURVEY CONTROL
 SQ0161  ___________________________________________________________________
 SQ0161* NAD 83(1986)-  47 01 11.     (N)    106 49 16.     (W)     SCALED    
 SQ0161* NAVD 88     -       910.393  (meters)    2986.85   (feet)  ADJUSTED  
 SQ0161  ___________________________________________________________________
 SQ0161  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 SQ0161  DYNAMIC HT  -         910.353 (meters)    2986.72  (feet)  COMP
 SQ0161  MODELED GRAV-     980,538.2   (mgal)                       NAVD 88
 SQ0161
 SQ0161  VERT ORDER  -  SECOND    CLASS 0
 SQ0161
 SQ0161.The horizontal coordinates were scaled from a topographic map and have
 SQ0161.an estimated accuracy of +/- 6 seconds.
 SQ0161
 SQ0161.The orthometric height was determined by differential leveling
 SQ0161.and adjusted by the National Geodetic Survey in June 1991..
 SQ0161
 SQ0161.The geoid height was determined by GEOID03.
 SQ0161
 SQ0161.The dynamic height is computed by dividing the NAVD 88
 SQ0161.geopotential number by the normal gravity value computed on the
 SQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0161.degrees latitude (g = 980.6199 gals.).
 SQ0161
 SQ0161.The modeled gravity was interpolated from observed gravity values.
 SQ0161
 SQ0161;                    North         East    Units  Estimated Accuracy
 SQ0161;SPC MT       -   311,250.      803,510.      MT  (+/- 180 meters Scaled)
 SQ0161
 SQ0161                          SUPERSEDED SURVEY CONTROL
 SQ0161
 SQ0161  NGVD 29 (??/??/92)  909.719  (m)         2984.64   (f) ADJ UNCH    2 0
 SQ0161
 SQ0161.Superseded values are not recommended for survey control.
 SQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0161.See file dsdata.txt to determine how the superseded data were derived.
 SQ0161
 SQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN616089(NAD 83)
 SQ0161_MARKER: DB = BENCH MARK DISK
 SQ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0161_STAMPING: E-261 1935
 SQ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0161+STABILITY: SURFACE MOTION
 SQ0161
 SQ0161  HISTORY     - Date     Condition        Report By
 SQ0161  HISTORY     - 1935     MONUMENTED       CGS
 SQ0161  HISTORY     - 1965     GOOD             USGS
 SQ0161
 SQ0161                          STATION DESCRIPTION
 SQ0161
 SQ0161'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0161'12.4 MI SW FROM COHAGEN.
 SQ0161'COHAGEN, 12.4 MILES SW OF, ALONG COUNTY ROAD, 0.4 MILE NE OF COUNTY
 SQ0161'ROAD AT RD. FORK S. 62 FT. SOUTH OF ABANDONED ROAD.  SET IN CONCRETE
 SQ0161'POST, A STD. DISC STAMPED E-261-1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0241 ***********************************************************************
 RU0241  DESIGNATION -  E 262
 RU0241  PID         -  RU0241
 RU0241  STATE/COUNTY-  MT/ROSEBUD
 RU0241  USGS QUAD   -  ACORN FLATS (1965)
 RU0241
 RU0241                         *CURRENT SURVEY CONTROL
 RU0241  ___________________________________________________________________
 RU0241* NAD 83(1986)-  46 48 46.     (N)    107 06 01.     (W)     SCALED    
 RU0241* NAVD 88     -      1028.872  (meters)    3375.56   (feet)  ADJUSTED  
 RU0241  ___________________________________________________________________
 RU0241  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 RU0241  DYNAMIC HT  -        1028.791 (meters)    3375.29  (feet)  COMP
 RU0241  MODELED GRAV-     980,499.0   (mgal)                       NAVD 88
 RU0241
 RU0241  VERT ORDER  -  SECOND    CLASS 0
 RU0241
 RU0241.The horizontal coordinates were scaled from a topographic map and have
 RU0241.an estimated accuracy of +/- 6 seconds.
 RU0241
 RU0241.The orthometric height was determined by differential leveling
 RU0241.and adjusted by the National Geodetic Survey in June 1991..
 RU0241
 RU0241.The geoid height was determined by GEOID03.
 RU0241
 RU0241.The dynamic height is computed by dividing the NAVD 88
 RU0241.geopotential number by the normal gravity value computed on the
 RU0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0241.degrees latitude (g = 980.6199 gals.).
 RU0241
 RU0241.The modeled gravity was interpolated from observed gravity values.
 RU0241
 RU0241;                    North         East    Units  Estimated Accuracy
 RU0241;SPC MT       -   287,580.      783,010.      MT  (+/- 180 meters Scaled)
 RU0241
 RU0241                          SUPERSEDED SURVEY CONTROL
 RU0241
 RU0241  NGVD 29 (??/??/92) 1028.178  (m)         3373.28   (f) ADJ UNCH    2 0
 RU0241
 RU0241.Superseded values are not recommended for survey control.
 RU0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0241.See file dsdata.txt to determine how the superseded data were derived.
 RU0241
 RU0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM397865(NAD 83)
 RU0241_MARKER: DB = BENCH MARK DISK
 RU0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0241_STAMPING: E 262 1935
 RU0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0241+STABILITY: SURFACE MOTION
 RU0241
 RU0241  HISTORY     - Date     Condition        Report By
 RU0241  HISTORY     - 1935     MONUMENTED       CGS
 RU0241  HISTORY     - 1937     GOOD             NGS
 RU0241
 RU0241                          STATION DESCRIPTION
 RU0241
 RU0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0241'26.9 MI NE FROM INGOMAR.
 RU0241'26.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0241'200 FEET SOUTH OF A DEEP CANYON (KNOWN AS DEVILS CANYON), ON THE TOP
 RU0241'OF A SHORT HILL, AND 54 FEET NORTH OF THE CENTERLINE OF THE ROAD. A
 RU0241'STANDARD DISK, STAMPED E 262 1935 AND SET IN THE TOP OF A CONCRETE
 RU0241'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0257 ***********************************************************************
 RU0257  DESIGNATION -  E 263
 RU0257  PID         -  RU0257
 RU0257  STATE/COUNTY-  MT/ROSEBUD
 RU0257  USGS QUAD   -  INGOMAR EAST (1960)
 RU0257
 RU0257                         *CURRENT SURVEY CONTROL
 RU0257  ___________________________________________________________________
 RU0257* NAD 83(1986)-  46 35 01.     (N)    107 20 41.     (W)     SCALED    
 RU0257* NAVD 88     -       935.028  (meters)    3067.67   (feet)  ADJUSTED  
 RU0257  ___________________________________________________________________
 RU0257  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 RU0257  DYNAMIC HT  -         934.957 (meters)    3067.44  (feet)  COMP
 RU0257  MODELED GRAV-     980,506.3   (mgal)                       NAVD 88
 RU0257
 RU0257  VERT ORDER  -  SECOND    CLASS 0
 RU0257
 RU0257.The horizontal coordinates were scaled from a topographic map and have
 RU0257.an estimated accuracy of +/- 6 seconds.
 RU0257
 RU0257.The orthometric height was determined by differential leveling
 RU0257.and adjusted by the National Geodetic Survey in June 1991..
 RU0257
 RU0257.The geoid height was determined by GEOID03.
 RU0257
 RU0257.The dynamic height is computed by dividing the NAVD 88
 RU0257.geopotential number by the normal gravity value computed on the
 RU0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0257.degrees latitude (g = 980.6199 gals.).
 RU0257
 RU0257.The modeled gravity was interpolated from observed gravity values.
 RU0257
 RU0257;                    North         East    Units  Estimated Accuracy
 RU0257;SPC MT       -   261,590.      765,070.      MT  (+/- 180 meters Scaled)
 RU0257
 RU0257                          SUPERSEDED SURVEY CONTROL
 RU0257
 RU0257  NGVD 29 (??/??/92)  934.363  (m)         3065.49   (f) ADJ UNCH    2 0
 RU0257
 RU0257.Superseded values are not recommended for survey control.
 RU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0257.See file dsdata.txt to determine how the superseded data were derived.
 RU0257
 RU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM203615(NAD 83)
 RU0257_MARKER: DB = BENCH MARK DISK
 RU0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0257_STAMPING: E 263 1935
 RU0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0257+STABILITY: SURFACE MOTION
 RU0257
 RU0257  HISTORY     - Date     Condition        Report By
 RU0257  HISTORY     - 1935     MONUMENTED       CGS
 RU0257
 RU0257                          STATION DESCRIPTION
 RU0257
 RU0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RU0257'2.1 MI NE FROM INGOMAR.
 RU0257'2.1 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0257'200 FEET SOUTHEAST OF A COULEE, AT A SLIGHT RISE, 30 FEET SOUTH OF THE
 RU0257'CENTERLINE OF THE ROAD, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1
 RU0257'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 263 1935 AND
 RU0257'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0162 ***********************************************************************
 TH0162  DESIGNATION -  E 269
 TH0162  PID         -  TH0162
 TH0162  STATE/COUNTY-  MT/SHERIDAN
 TH0162  USGS QUAD   -  RAYMOND (1983)
 TH0162
 TH0162                         *CURRENT SURVEY CONTROL
 TH0162  ___________________________________________________________________
 TH0162* NAD 83(1986)-  48 59 25.     (N)    104 34 28.     (W)     SCALED    
 TH0162* NAVD 88     -       732.016  (meters)    2401.62   (feet)  ADJUSTED  
 TH0162  ___________________________________________________________________
 TH0162  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TH0162  DYNAMIC HT  -         732.144 (meters)    2402.04  (feet)  COMP
 TH0162  MODELED GRAV-     980,759.9   (mgal)                       NAVD 88
 TH0162
 TH0162  VERT ORDER  -  SECOND    CLASS 0
 TH0162
 TH0162.The horizontal coordinates were scaled from a topographic map and have
 TH0162.an estimated accuracy of +/- 6 seconds.
 TH0162
 TH0162.The orthometric height was determined by differential leveling
 TH0162.and adjusted by the National Geodetic Survey in June 1991..
 TH0162
 TH0162.The geoid height was determined by GEOID03.
 TH0162
 TH0162.The dynamic height is computed by dividing the NAVD 88
 TH0162.geopotential number by the normal gravity value computed on the
 TH0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0162.degrees latitude (g = 980.6199 gals.).
 TH0162
 TH0162.The modeled gravity was interpolated from observed gravity values.
 TH0162
 TH0162;                    North         East    Units  Estimated Accuracy
 TH0162;SPC MT       -   538,120.      960,240.      MT  (+/- 180 meters Scaled)
 TH0162
 TH0162                          SUPERSEDED SURVEY CONTROL
 TH0162
 TH0162  NGVD 29 (??/??/92)  731.461  (m)         2399.80   (f) ADJ UNCH    2 0
 TH0162
 TH0162.Superseded values are not recommended for survey control.
 TH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0162.See file dsdata.txt to determine how the superseded data were derived.
 TH0162
 TH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ311264(NAD 83)
 TH0162_MARKER: DB = BENCH MARK DISK
 TH0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0162_STAMPING: E 269 1935
 TH0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0162+STABILITY: SURFACE MOTION
 TH0162
 TH0162  HISTORY     - Date     Condition        Report By
 TH0162  HISTORY     - 1935     MONUMENTED       CGS
 TH0162  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0162
 TH0162                          STATION DESCRIPTION
 TH0162
 TH0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0162'7.8 MI N FROM RAYMOND.
 TH0162'7.8 MILES NORTH ALONG THE REGWAY ROAD FROM THE MINNEAPOLIS, ST. PAUL
 TH0162'AND SAULT STE. MARIE RAILROAD STATION AT RAYMOND, SHERIDAN COUNTY, AT
 TH0162'A ROAD INTERSECTION, 70 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD,
 TH0162'15 FEET NORTH OF THE CENTERLINE OF THE CROSS ROAD, 1-1/2 FEET SOUTH OF
 TH0162'A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 269 1935
 TH0162'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST.
 TH0162'PAUL AND SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
 TH0162
 TH0162                          STATION RECOVERY (1977)
 TH0162
 TH0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0209 ***********************************************************************
 TH0209  DESIGNATION -  E 270
 TH0209  PID         -  TH0209
 TH0209  STATE/COUNTY-  MT/DANIELS
 TH0209  USGS QUAD   -  WHITETAIL (1973)
 TH0209
 TH0209                         *CURRENT SURVEY CONTROL
 TH0209  ___________________________________________________________________
 TH0209* NAD 83(1986)-  48 57 41.     (N)    105 09 42.     (W)     SCALED    
 TH0209* NAVD 88     -       785.066  (meters)    2575.67   (feet)  ADJUSTED  
 TH0209  ___________________________________________________________________
 TH0209  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 TH0209  DYNAMIC HT  -         785.211 (meters)    2576.15  (feet)  COMP
 TH0209  MODELED GRAV-     980,767.4   (mgal)                       NAVD 88
 TH0209
 TH0209  VERT ORDER  -  SECOND    CLASS 0
 TH0209
 TH0209.The horizontal coordinates were scaled from a topographic map and have
 TH0209.an estimated accuracy of +/- 6 seconds.
 TH0209
 TH0209.The orthometric height was determined by differential leveling
 TH0209.and adjusted by the National Geodetic Survey in June 1991..
 TH0209
 TH0209.The geoid height was determined by GEOID03.
 TH0209
 TH0209.The dynamic height is computed by dividing the NAVD 88
 TH0209.geopotential number by the normal gravity value computed on the
 TH0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0209.degrees latitude (g = 980.6199 gals.).
 TH0209
 TH0209.The modeled gravity was interpolated from observed gravity values.
 TH0209
 TH0209;                    North         East    Units  Estimated Accuracy
 TH0209;SPC MT       -   532,370.      917,520.      MT  (+/- 180 meters Scaled)
 TH0209
 TH0209                          SUPERSEDED SURVEY CONTROL
 TH0209
 TH0209  NGVD 29 (??/??/92)  784.465  (m)         2573.70   (f) ADJ UNCH    2 0
 TH0209
 TH0209.Superseded values are not recommended for survey control.
 TH0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0209.See file dsdata.txt to determine how the superseded data were derived.
 TH0209
 TH0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ881231(NAD 83)
 TH0209_MARKER: DB = BENCH MARK DISK
 TH0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0209_STAMPING: E-270 1935
 TH0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0209+STABILITY: SURFACE MOTION
 TH0209
 TH0209  HISTORY     - Date     Condition        Report By
 TH0209  HISTORY     - 1935     MONUMENTED       CGS
 TH0209  HISTORY     - 1973     GOOD             USGS
 TH0209
 TH0209                          STATION DESCRIPTION
 TH0209
 TH0209'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 TH0209'4.6 MI N FROM WHITETAIL.
 TH0209'4.6 MILES NORTH ALONG THE BIG BEAVER ROAD FROM THE SOO LINE RAILROAD
 TH0209'(FORMERLY THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD)
 TH0209'STATION AT WHITETAIL, DANIELS COUNTY, AT A FIELDROAD INTERSECTION,
 TH0209'JUST NORTH OF A CURVE, 78 FEET EAST OF THE CENTERLINE OF HIGHWAY AND
 TH0209'26 FEET SOUTH OF FIELDROAD AND ABOUT 2 FEET LOWER THAN THE ROAD, AND
 TH0209'MARKED BY A WITNESS SIGN.  A STANDARD DISK, STAMPED E-270 1935 AND SET
 TH0209'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0229 ***********************************************************************
 TH0229  DESIGNATION -  E 271
 TH0229  PID         -  TH0229
 TH0229  STATE/COUNTY-  MT/SHERIDAN
 TH0229  USGS QUAD   -  PLEASANT PRAIRIE NE (1973)
 TH0229
 TH0229                         *CURRENT SURVEY CONTROL
 TH0229  ___________________________________________________________________
 TH0229* NAD 83(1986)-  48 41 35.     (N)    105 01 00.     (W)     SCALED    
 TH0229* NAVD 88     -       760.489  (meters)    2495.04   (feet)  ADJUSTED  
 TH0229  ___________________________________________________________________
 TH0229  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 TH0229  DYNAMIC HT  -         760.606 (meters)    2495.42  (feet)  COMP
 TH0229  MODELED GRAV-     980,738.0   (mgal)                       NAVD 88
 TH0229
 TH0229  VERT ORDER  -  SECOND    CLASS 0
 TH0229
 TH0229.The horizontal coordinates were scaled from a topographic map and have
 TH0229.an estimated accuracy of +/- 6 seconds.
 TH0229
 TH0229.The orthometric height was determined by differential leveling
 TH0229.and adjusted by the National Geodetic Survey in June 1991..
 TH0229
 TH0229.The geoid height was determined by GEOID03.
 TH0229
 TH0229.The dynamic height is computed by dividing the NAVD 88
 TH0229.geopotential number by the normal gravity value computed on the
 TH0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0229.degrees latitude (g = 980.6199 gals.).
 TH0229
 TH0229.The modeled gravity was interpolated from observed gravity values.
 TH0229
 TH0229;                    North         East    Units  Estimated Accuracy
 TH0229;SPC MT       -   503,180.      929,830.      MT  (+/- 180 meters Scaled)
 TH0229
 TH0229                          SUPERSEDED SURVEY CONTROL
 TH0229
 TH0229  NGVD 29 (??/??/92)  759.928  (m)         2493.20   (f) ADJ UNCH    2 0
 TH0229
 TH0229.Superseded values are not recommended for survey control.
 TH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0229.See file dsdata.txt to determine how the superseded data were derived.
 TH0229
 TH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP987933(NAD 83)
 TH0229_MARKER: DB = BENCH MARK DISK
 TH0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0229_STAMPING: E 271 1935
 TH0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0229+STABILITY: SURFACE MOTION
 TH0229
 TH0229  HISTORY     - Date     Condition        Report By
 TH0229  HISTORY     - 1935     MONUMENTED       CGS
 TH0229  HISTORY     - 1973     POOR             USGS
 TH0229
 TH0229                          STATION DESCRIPTION
 TH0229
 TH0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0229'11.4 MI S FROM REDSTONE.
 TH0229'11.4 MILES SOUTH ALONG THE BROCKTON ROAD FROM THE GREAT NORTHERN
 TH0229'RAILWAY STATION AT REDSTONE, SHERIDAN COUNTY, AT THE NORTHEAST CORNER
 TH0229'OF SECTION 22, T 34 N, R 51 E, AT A ROAD INTERSECTION, 63 FEET WEST OF
 TH0229'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 25 FEET SOUTH OF THE
 TH0229'CENTERLINE OF THE EAST-AND-WEST ROAD, AT A FENCE, AND LEVEL WITH THE
 TH0229'ROAD.  A STANDARD DISK, STAMPED E 271 1935 AND SET IN THE TOP OF A
 TH0229'CONCRETE POST.  NOTE-- POST HAS BEEN DISTURBED AND IS LOOSE.  CAP IS
 TH0229'INTACT BUT CONCRETE HAS BEEN SEVERLY BROKEN UP AROUND CAP.  ROAD IS
 TH0229'NOW APPROXIMATELY 6 FEET HIGHER THAN THE MARK.
 TH0229
 TH0229                          STATION RECOVERY (1973)
 TH0229
 TH0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TH0229'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0074 ***********************************************************************
 TK0074  DESIGNATION -  E 273
 TK0074  PID         -  TK0074
 TK0074  STATE/COUNTY-  MT/BLAINE
 TK0074  USGS QUAD   -  THREEMILE RESERVOIR (1964)
 TK0074
 TK0074                         *CURRENT SURVEY CONTROL
 TK0074  ___________________________________________________________________
 TK0074* NAD 83(1986)-  48 26 10.     (N)    108 44 17.     (W)     SCALED    
 TK0074* NAVD 88     -       791.979  (meters)    2598.35   (feet)  ADJUSTED  
 TK0074  ___________________________________________________________________
 TK0074  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 TK0074  DYNAMIC HT  -         792.070 (meters)    2598.65  (feet)  COMP
 TK0074  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 TK0074
 TK0074  VERT ORDER  -  SECOND    CLASS 0
 TK0074
 TK0074.The horizontal coordinates were scaled from a topographic map and have
 TK0074.an estimated accuracy of +/- 6 seconds.
 TK0074
 TK0074.The orthometric height was determined by differential leveling
 TK0074.and adjusted by the National Geodetic Survey in June 1991..
 TK0074
 TK0074.The geoid height was determined by GEOID03.
 TK0074
 TK0074.The dynamic height is computed by dividing the NAVD 88
 TK0074.geopotential number by the normal gravity value computed on the
 TK0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0074.degrees latitude (g = 980.6199 gals.).
 TK0074
 TK0074.The modeled gravity was interpolated from observed gravity values.
 TK0074
 TK0074;                    North         East    Units  Estimated Accuracy
 TK0074;SPC MT       -   465,450.      656,360.      MT  (+/- 180 meters Scaled)
 TK0074
 TK0074                          SUPERSEDED SURVEY CONTROL
 TK0074
 TK0074  NGVD 29 (??/??/92)  791.210  (m)         2595.83   (f) ADJ UNCH    2 0
 TK0074
 TK0074.Superseded values are not recommended for survey control.
 TK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0074.See file dsdata.txt to determine how the superseded data were derived.
 TK0074
 TK0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU672672(NAD 83)
 TK0074_MARKER: DB = BENCH MARK DISK
 TK0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0074_STAMPING: E 273 1935
 TK0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0074+STABILITY: SURFACE MOTION
 TK0074
 TK0074  HISTORY     - Date     Condition        Report By
 TK0074  HISTORY     - 1935     MONUMENTED       CGS
 TK0074
 TK0074                          STATION DESCRIPTION
 TK0074
 TK0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0074'4.4 MI SE FROM HARLEM.
 TK0074'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM HARLEM, BLAINE COUNTY,
 TK0074'3.8 MILES SOUTH ALONG THE HAYS ROAD.  1.7 MILES SOUTH OF THE JUNCTION
 TK0074'OF THE SNAKE BUTTE ROAD, AT THE CREST OF A HILL, AT THE CENTER OF A
 TK0074'LONG CURVE TO THE EAST, 60 FEET SOUTHWEST OF THE CENTERLINE OF THE
 TK0074'ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 273 1935
 TK0074'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0103 ***********************************************************************
 TK0103  DESIGNATION -  E 274
 TK0103  PID         -  TK0103
 TK0103  STATE/COUNTY-  MT/BLAINE
 TK0103  USGS QUAD   -  PUTNAM LAKE (1971)
 TK0103
 TK0103                         *CURRENT SURVEY CONTROL
 TK0103  ___________________________________________________________________
 TK0103* NAD 83(1986)-  48 09 56.     (N)    108 53 15.     (W)     SCALED    
 TK0103* NAVD 88     -       976.983  (meters)    3205.32   (feet)  ADJUSTED  
 TK0103  ___________________________________________________________________
 TK0103  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 TK0103  DYNAMIC HT  -         977.028 (meters)    3205.47  (feet)  COMP
 TK0103  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 TK0103
 TK0103  VERT ORDER  -  SECOND    CLASS 0
 TK0103
 TK0103.The horizontal coordinates were scaled from a topographic map and have
 TK0103.an estimated accuracy of +/- 6 seconds.
 TK0103
 TK0103.The orthometric height was determined by differential leveling
 TK0103.and adjusted by the National Geodetic Survey in June 1991..
 TK0103
 TK0103.The geoid height was determined by GEOID03.
 TK0103
 TK0103.The dynamic height is computed by dividing the NAVD 88
 TK0103.geopotential number by the normal gravity value computed on the
 TK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0103.degrees latitude (g = 980.6199 gals.).
 TK0103
 TK0103.The modeled gravity was interpolated from observed gravity values.
 TK0103
 TK0103;                    North         East    Units  Estimated Accuracy
 TK0103;SPC MT       -   435,270.      645,540.      MT  (+/- 180 meters Scaled)
 TK0103
 TK0103                          SUPERSEDED SURVEY CONTROL
 TK0103
 TK0103  NGVD 29 (??/??/92)  976.179  (m)         3202.68   (f) ADJ UNCH    2 0
 TK0103
 TK0103.Superseded values are not recommended for survey control.
 TK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0103.See file dsdata.txt to determine how the superseded data were derived.
 TK0103
 TK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU570368(NAD 83)
 TK0103_MARKER: DB = BENCH MARK DISK
 TK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0103_STAMPING: E 274 1935
 TK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0103+STABILITY: SURFACE MOTION
 TK0103
 TK0103  HISTORY     - Date     Condition        Report By
 TK0103  HISTORY     - 1935     MONUMENTED       CGS
 TK0103  HISTORY     - 1971     GOOD             USGS
 TK0103
 TK0103                          STATION DESCRIPTION
 TK0103
 TK0103'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 TK0103'30.1 MI SW FROM HARLEM.
 TK0103'THIS BENCH MARK MAY BE REACHED FROM THE STATION AT HARLEM, BLAINE CO.
 TK0103'BY GOING 4.4 MILES SOUTHEAST ALONG U.S. HWY. 2, 2.2 MILES SOUTH ALONG
 TK0103'THE HAYS RD. AND 23.0 MILES SOUTHWEST ALONG THE OLD ROAD TO PUTNAM
 TK0103'LAKE.  IT IS ON THE FORT BELKNAP INDIAN RESERVATION BOUNDARY, 1800
 TK0103'FEET SOUTH OF F.B.I.R. 25 M, 0.3 MILES NORTH OF SEC. COR. 22, 27, 27.
 TK0103'T-28 N, R-22 E. AND T-FENCE EAST, 141 FEET NORTH OF A GATE, 39 FEET
 TK0103'NORTH OF AN OLD CATTLEGUARD, 1 FOOT EAST OF A FENCE.  A STANDARD DISK
 TK0103'STAMPED E 274 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0237 ***********************************************************************
 SR0237  DESIGNATION -  E 275
 SR0237  PID         -  SR0237
 SR0237  STATE/COUNTY-  MT/BLAINE
 SR0237  USGS QUAD   -  ZORTMAN (1971)
 SR0237
 SR0237                         *CURRENT SURVEY CONTROL
 SR0237  ___________________________________________________________________
 SR0237* NAD 83(1986)-  47 58 04.     (N)    108 32 48.     (W)     SCALED    
 SR0237* NAVD 88     -      1397.661  (meters)    4585.49   (feet)  ADJUSTED  
 SR0237  ___________________________________________________________________
 SR0237  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 SR0237  DYNAMIC HT  -        1397.593 (meters)    4585.27  (feet)  COMP
 SR0237  MODELED GRAV-     980,513.0   (mgal)                       NAVD 88
 SR0237
 SR0237  VERT ORDER  -  SECOND    CLASS 0
 SR0237
 SR0237.The horizontal coordinates were scaled from a topographic map and have
 SR0237.an estimated accuracy of +/- 6 seconds.
 SR0237
 SR0237.The orthometric height was determined by differential leveling
 SR0237.and adjusted by the National Geodetic Survey in June 1991..
 SR0237
 SR0237.The geoid height was determined by GEOID03.
 SR0237
 SR0237.The dynamic height is computed by dividing the NAVD 88
 SR0237.geopotential number by the normal gravity value computed on the
 SR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0237.degrees latitude (g = 980.6199 gals.).
 SR0237
 SR0237.The modeled gravity was interpolated from observed gravity values.
 SR0237
 SR0237;                    North         East    Units  Estimated Accuracy
 SR0237;SPC MT       -   413,550.      671,150.      MT  (+/- 180 meters Scaled)
 SR0237
 SR0237                          SUPERSEDED SURVEY CONTROL
 SR0237
 SR0237  NGVD 29 (??/??/92) 1396.789  (m)         4582.63   (f) ADJ UNCH    2 0
 SR0237
 SR0237.Superseded values are not recommended for survey control.
 SR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0237.See file dsdata.txt to determine how the superseded data were derived.
 SR0237
 SR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU831156(NAD 83)
 SR0237_MARKER: DB = BENCH MARK DISK
 SR0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0237_STAMPING: E 275 1935
 SR0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0237+STABILITY: SURFACE MOTION
 SR0237
 SR0237  HISTORY     - Date     Condition        Report By
 SR0237  HISTORY     - 1935     MONUMENTED       CGS
 SR0237  HISTORY     - 1937     GOOD             NGS
 SR0237
 SR0237                          STATION DESCRIPTION
 SR0237
 SR0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SR0237'5.9 MI SE FROM LODGEPOLE.
 SR0237'IN BLAINE COUNTY, 5.9 MILES SOUTHEAST ALONG THE ZORTMAN ROAD FROM
 SR0237'LODGEPOLE, BLAINE COUNTY, 5.9 MILES NORTHWEST OF THE POST OFFICE AT
 SR0237'ZORTMAN, PHILLIPS COUNTY, AT THE JUNCTION OF A T-ROAD LOADING WEST, ON
 SR0237'THE NORTH SLOPE OF A GRADE, 27 FEET NORTH OF THE CENTERLINE OF THE
 SR0237'T-ROAD, 23 FEET WEST OF THE CENTERLINE OF THE ZORTMAN ROAD, AND 3 FEET
 SR0237'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 275 1935 AND SET IN
 SR0237'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0035 ***********************************************************************
 TK0035  DESIGNATION -  E 276
 TK0035  PID         -  TK0035
 TK0035  STATE/COUNTY-  MT/PHILLIPS
 TK0035  USGS QUAD   -  ESTER LAKE (1971)
 TK0035
 TK0035                         *CURRENT SURVEY CONTROL
 TK0035  ___________________________________________________________________
 TK0035* NAD 83(1986)-  48 04 27.     (N)    108 21 15.     (W)     SCALED    
 TK0035* NAVD 88     -       851.053  (meters)    2792.16   (feet)  POSTED    
 TK0035  ___________________________________________________________________
 TK0035  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 TK0035  DYNAMIC HT  -         851.090 (meters)    2792.28  (feet)  COMP
 TK0035  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 TK0035
 TK0035  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TK0035
 TK0035.The horizontal coordinates were scaled from a topographic map and have
 TK0035.an estimated accuracy of +/- 6 seconds.
 TK0035
 TK0035.The orthometric height was determined by differential leveling
 TK0035.and adjusted by the National Geodetic Survey in 1992..
 TK0035.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TK0035.rate of 4.1 thru 8.0 mm/km.
 TK0035
 TK0035.The geoid height was determined by GEOID03.
 TK0035
 TK0035.The dynamic height is computed by dividing the NAVD 88
 TK0035.geopotential number by the normal gravity value computed on the
 TK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0035.degrees latitude (g = 980.6199 gals.).
 TK0035
 TK0035.The modeled gravity was interpolated from observed gravity values.
 TK0035
 TK0035;                    North         East    Units  Estimated Accuracy
 TK0035;SPC MT       -   425,560.      685,350.      MT  (+/- 180 meters Scaled)
 TK0035
 TK0035                          SUPERSEDED SURVEY CONTROL
 TK0035
 TK0035  NGVD 29 (??/??/92)  850.284  (m)         2789.64   (f) ADJ UNCH    2 0
 TK0035
 TK0035.Superseded values are not recommended for survey control.
 TK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0035.See file dsdata.txt to determine how the superseded data were derived.
 TK0035
 TK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU970279(NAD 83)
 TK0035_MARKER: DB = BENCH MARK DISK
 TK0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0035_STAMPING: E 276 1935
 TK0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0035+STABILITY: SURFACE MOTION
 TK0035
 TK0035  HISTORY     - Date     Condition        Report By
 TK0035  HISTORY     - 1935     MONUMENTED       CGS
 TK0035  HISTORY     - 1948     MARK NOT FOUND   NGS
 TK0035
 TK0035                          STATION DESCRIPTION
 TK0035
 TK0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TK0035'10.1 MI NE FROM LODGEPOLE.
 TK0035'IN PHILLIPS COUNTY, 10.1 MILES NORTHEAST ALONG A COUNTY ROAD FROM
 TK0035'LODGEPOLE, BLAINE COUNTY, 2 MILES EAST OF A BRIDGE OVER A WASH, AT THE
 TK0035'CREST OF A LOW RISE, AND 30 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 TK0035'A STANDARD DISK, STAMPED E 276 1935 AND SET IN THE TOP OF A CONCRETE
 TK0035'POST.  NOTE-- IT WAS REPORTED AT THAT TIME THAT THE ROAD HAS BEEN
 TK0035'CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0049 ***********************************************************************
 SR0049  DESIGNATION -  E 277
 SR0049  PID         -  SR0049
 SR0049  STATE/COUNTY-  MT/PHILLIPS
 SR0049  USGS QUAD   -  DRY COULEE (1965)
 SR0049
 SR0049                         *CURRENT SURVEY CONTROL
 SR0049  ___________________________________________________________________
 SR0049* NAD 83(1986)-  47 35 27.     (N)    108 13 39.     (W)     SCALED    
 SR0049* NAVD 88     -       688.966  (meters)    2260.38   (feet)  ADJUSTED  
 SR0049  ___________________________________________________________________
 SR0049  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 SR0049  DYNAMIC HT  -         688.988 (meters)    2260.45  (feet)  COMP
 SR0049  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 SR0049
 SR0049  VERT ORDER  -  SECOND    CLASS 0
 SR0049
 SR0049.The horizontal coordinates were scaled from a topographic map and have
 SR0049.an estimated accuracy of +/- 6 seconds.
 SR0049
 SR0049.The orthometric height was determined by differential leveling
 SR0049.and adjusted by the National Geodetic Survey in June 1991..
 SR0049
 SR0049.The geoid height was determined by GEOID03.
 SR0049
 SR0049.The dynamic height is computed by dividing the NAVD 88
 SR0049.geopotential number by the normal gravity value computed on the
 SR0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0049.degrees latitude (g = 980.6199 gals.).
 SR0049
 SR0049.The modeled gravity was interpolated from observed gravity values.
 SR0049
 SR0049;                    North         East    Units  Estimated Accuracy
 SR0049;SPC MT       -   372,000.      695,650.      MT  (+/- 180 meters Scaled)
 SR0049
 SR0049                          SUPERSEDED SURVEY CONTROL
 SR0049
 SR0049  NGVD 29 (??/??/92)  688.230  (m)         2257.97   (f) ADJ UNCH    2 0
 SR0049
 SR0049.Superseded values are not recommended for survey control.
 SR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0049.See file dsdata.txt to determine how the superseded data were derived.
 SR0049
 SR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT084745(NAD 83)
 SR0049_MARKER: DB = BENCH MARK DISK
 SR0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0049_STAMPING: E 277 1935
 SR0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0049+STABILITY: SURFACE MOTION
 SR0049
 SR0049  HISTORY     - Date     Condition        Report By
 SR0049  HISTORY     - 1935     MONUMENTED       CGS
 SR0049  HISTORY     - 1971     MARK NOT FOUND   USGS
 SR0049
 SR0049                          STATION DESCRIPTION
 SR0049
 SR0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SR0049'27.6 MI NE FROM WILDER.
 SR0049'IN PHILLIPS COUNTY, 12.5 MILES NORTH ALONG THE ZORTMAN ROAD FROM
 SR0049'WILDER, FERGUS COUNTY, 15.1 MILES EAST ALONG THE LEGG ROAD.  0.3 MILE
 SR0049'EAST OF A FENCE CORNER ON THE SOUTH SIDE OF THE ROAD, AT THE CREST OF
 SR0049'A RISE, AND 30 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 SR0049'DISK, STAMPED E 277 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SR0049'NEW ROAD BUILT ABOVE FORT PECK RESERVOIR.
 SR0049
 SR0049                          STATION RECOVERY (1971)
 SR0049
 SR0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SR0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0209 ***********************************************************************
 TK0209  DESIGNATION -  E 278
 TK0209  PID         -  TK0209
 TK0209  STATE/COUNTY-  MT/HILL
 TK0209  USGS QUAD   -  CEMENT HILL (1984)
 TK0209
 TK0209                         *CURRENT SURVEY CONTROL
 TK0209  ___________________________________________________________________
 TK0209* NAD 83(1986)-  48 26 02.     (N)    109 40 40.     (W)     SCALED    
 TK0209* NAVD 88     -      1020.590  (meters)    3348.39   (feet)  ADJUSTED  
 TK0209  ___________________________________________________________________
 TK0209  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TK0209  DYNAMIC HT  -        1020.646 (meters)    3348.57  (feet)  COMP
 TK0209  MODELED GRAV-     980,630.4   (mgal)                       NAVD 88
 TK0209
 TK0209  VERT ORDER  -  SECOND    CLASS 0
 TK0209
 TK0209.The horizontal coordinates were scaled from a topographic map and have
 TK0209.an estimated accuracy of +/- 6 seconds.
 TK0209
 TK0209.The orthometric height was determined by differential leveling
 TK0209.and adjusted by the National Geodetic Survey in June 1991..
 TK0209
 TK0209.The geoid height was determined by GEOID03.
 TK0209
 TK0209.The dynamic height is computed by dividing the NAVD 88
 TK0209.geopotential number by the normal gravity value computed on the
 TK0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0209.degrees latitude (g = 980.6199 gals.).
 TK0209
 TK0209.The modeled gravity was interpolated from observed gravity values.
 TK0209
 TK0209;                    North         East    Units  Estimated Accuracy
 TK0209;SPC MT       -   464,940.      586,850.      MT  (+/- 180 meters Scaled)
 TK0209
 TK0209                          SUPERSEDED SURVEY CONTROL
 TK0209
 TK0209  NGVD 29 (??/??/92) 1019.827  (m)         3345.88   (f) ADJ UNCH    2 0
 TK0209
 TK0209.Superseded values are not recommended for survey control.
 TK0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0209.See file dsdata.txt to determine how the superseded data were derived.
 TK0209
 TK0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU978653(NAD 83)
 TK0209_MARKER: DB = BENCH MARK DISK
 TK0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0209_STAMPING: E 278 1935
 TK0209_MARK LOGO: CGS   
 TK0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0209+STABILITY: SURFACE MOTION
 TK0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0209+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1996
 TK0209
 TK0209  HISTORY     - Date     Condition        Report By
 TK0209  HISTORY     - 1935     MONUMENTED       CGS
 TK0209  HISTORY     - 1953     GOOD             DOD
 TK0209  HISTORY     - 19960613 GOOD             MTDOT
 TK0209
 TK0209                          STATION DESCRIPTION
 TK0209
 TK0209'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TK0209'9.0 MI S FROM HAVRE.
 TK0209'9.0 MILES SOUTH ALONG THE WARRICK ROAD FROM THE GREAT NORTHERN RAILWAY
 TK0209'STATION AT HAVRE, HILL COUNTY, 0.2 MILE SOUTHEAST OF THE JUNCTION OF A
 TK0209'T-ROAD, 44 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 6 FEET NORTH
 TK0209'OF A FENCE CORNER.  A STANDARD DISK, STAMPED E 278 1935 AND SET IN THE
 TK0209'TOP OF A CONCRETE POST.
 TK0209
 TK0209                          STATION RECOVERY (1996)
 TK0209
 TK0209'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0209'2.65 MI (4.26 KM) SOUTH ALONG STATE HIGHWAY 234 FROM THE JUNCTION WITH
 TK0209'U.S.  HIGHWAY 2, IN HAVRE, TO A ROAD LEFT, THEN 4.2 MI (6.8 KM) SOUTH
 TK0209'ALONG WARRICK ROAD TO A CATTLE GUARD AND THE STATION ON THE RIGHT,
 TK0209'44.0 FT (13.4 M) WEST OF THE CENTER OF THE ROAD AND CATTLE GUARD, 21.0
 TK0209'FT (6.4 M) SOUTH OF THE CENTER OF A TRACK FIELD ROAD, 8.0 FT (2.4 M)
 TK0209'NORTH OF A WIRE GATE IN A FENCE AND 1.8 FT (0.5 M) EAST OF A WITNESS
 TK0209'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0170 ***********************************************************************
 TK0170  DESIGNATION -  E 280
 TK0170  PID         -  TK0170
 TK0170  STATE/COUNTY-  MT/BLAINE
 TK0170  USGS QUAD   -  CLEVELAND (1987)
 TK0170
 TK0170                         *CURRENT SURVEY CONTROL
 TK0170  ___________________________________________________________________
 TK0170* NAD 83(1986)-  48 16 31.     (N)    109 08 25.     (W)     SCALED    
 TK0170* NAVD 88     -      1072.762  (meters)    3519.55   (feet)  ADJUSTED  
 TK0170  ___________________________________________________________________
 TK0170  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 TK0170  DYNAMIC HT  -        1072.817 (meters)    3519.73  (feet)  COMP
 TK0170  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 TK0170
 TK0170  VERT ORDER  -  SECOND    CLASS 0
 TK0170
 TK0170.The horizontal coordinates were scaled from a topographic map and have
 TK0170.an estimated accuracy of +/- 6 seconds.
 TK0170
 TK0170.The orthometric height was determined by differential leveling
 TK0170.and adjusted by the National Geodetic Survey in June 1991..
 TK0170
 TK0170.The geoid height was determined by GEOID03.
 TK0170
 TK0170.The dynamic height is computed by dividing the NAVD 88
 TK0170.geopotential number by the normal gravity value computed on the
 TK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0170.degrees latitude (g = 980.6199 gals.).
 TK0170
 TK0170.The modeled gravity was interpolated from observed gravity values.
 TK0170
 TK0170;                    North         East    Units  Estimated Accuracy
 TK0170;SPC MT       -   447,350.      626,690.      MT  (+/- 180 meters Scaled)
 TK0170
 TK0170                          SUPERSEDED SURVEY CONTROL
 TK0170
 TK0170  NGVD 29 (??/??/92) 1071.955  (m)         3516.91   (f) ADJ UNCH    2 0
 TK0170
 TK0170.Superseded values are not recommended for survey control.
 TK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0170.See file dsdata.txt to determine how the superseded data were derived.
 TK0170
 TK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU379485(NAD 83)
 TK0170_MARKER: DB = BENCH MARK DISK
 TK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0170_STAMPING: E 280 1935
 TK0170_MARK LOGO: CGS   
 TK0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0170+STABILITY: SURFACE MOTION
 TK0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0170+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1996
 TK0170
 TK0170  HISTORY     - Date     Condition        Report By
 TK0170  HISTORY     - 1935     MONUMENTED       CGS
 TK0170  HISTORY     - 19960510 GOOD             MTDOT
 TK0170
 TK0170                          STATION DESCRIPTION
 TK0170
 TK0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0170'0.8 MI E FROM CLEVELAND.
 TK0170'0.8 MILE EAST ALONG THE CHINOOK ROAD FROM CLEVELAND, BLAINE COUNTY, AT
 TK0170'THE CREST OF A RISE, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 TK0170'AND AT A FENCE.  A STANDARD DISK, STAMPED E 280 1935 AND SET IN THE
 TK0170'TOP OF A CONCRETE POST.
 TK0170
 TK0170                          STATION RECOVERY (1996)
 TK0170
 TK0170'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0170'0.7 MI (1.1 KM) NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION WITH
 TK0170'STATE HIGHWAY 240, IN CLEVELAND, WHICH IS ABOUT 25 MI (40.2 KM) SOUTH
 TK0170'OF CHINOOK, TO THE TOP OF A RISE AND THE STATION ON THE RIGHT AT THE
 TK0170'ENTRANCE TO A FIELD ROAD, 40.0 FT (12.2 M) EAST OF THE CENTER OF THE
 TK0170'ROAD, 21.0 FT (6.4 M) SOUTH OF THE CENTER OF THE FIELD ENTRANCE ROAD,
 TK0170'1.7 FT (0.5 M) NORTH OF A WITNESS POST AND 0.8 FT (24.4 CM) EAST OF A
 TK0170'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0195 ***********************************************************************
 TK0195  DESIGNATION -  E 281
 TK0195  PID         -  TK0195
 TK0195  STATE/COUNTY-  MT/BLAINE
 TK0195  USGS QUAD   -  WILLIAMSON BUTTE (1987)
 TK0195
 TK0195                         *CURRENT SURVEY CONTROL
 TK0195  ___________________________________________________________________
 TK0195* NAD 83(1986)-  48 04 13.     (N)    109 21 06.     (W)     SCALED    
 TK0195* NAVD 88     -      1215.073  (meters)    3986.45   (feet)  ADJUSTED  
 TK0195  ___________________________________________________________________
 TK0195  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 TK0195  DYNAMIC HT  -        1215.067 (meters)    3986.43  (feet)  COMP
 TK0195  MODELED GRAV-     980,563.0   (mgal)                       NAVD 88
 TK0195
 TK0195  VERT ORDER  -  SECOND    CLASS 0
 TK0195
 TK0195.The horizontal coordinates were scaled from a topographic map and have
 TK0195.an estimated accuracy of +/- 6 seconds.
 TK0195
 TK0195.The orthometric height was determined by differential leveling
 TK0195.and adjusted by the National Geodetic Survey in June 1991..
 TK0195
 TK0195.The geoid height was determined by GEOID03.
 TK0195
 TK0195.The dynamic height is computed by dividing the NAVD 88
 TK0195.geopotential number by the normal gravity value computed on the
 TK0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0195.degrees latitude (g = 980.6199 gals.).
 TK0195
 TK0195.The modeled gravity was interpolated from observed gravity values.
 TK0195
 TK0195;                    North         East    Units  Estimated Accuracy
 TK0195;SPC MT       -   424,520.      611,050.      MT  (+/- 180 meters Scaled)
 TK0195
 TK0195                          SUPERSEDED SURVEY CONTROL
 TK0195
 TK0195  NGVD 29 (??/??/92) 1214.236  (m)         3983.71   (f) ADJ UNCH    2 0
 TK0195
 TK0195.Superseded values are not recommended for survey control.
 TK0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0195.See file dsdata.txt to determine how the superseded data were derived.
 TK0195
 TK0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU227254(NAD 83)
 TK0195_MARKER: DB = BENCH MARK DISK
 TK0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0195_STAMPING: E 281 193K
 TK0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0195+STABILITY: SURFACE MOTION
 TK0195
 TK0195  HISTORY     - Date     Condition        Report By
 TK0195  HISTORY     - 1935     MONUMENTED       CGS
 TK0195  HISTORY     - 1955     GOOD             USGS
 TK0195
 TK0195                          STATION DESCRIPTION
 TK0195
 TK0195'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0195'25.0 MI SW FROM CLEVELAND.
 TK0195'25.0 MILES SOUTHWEST ALONG THE LEROY ROAD FROM THE JUNCTION OF THE
 TK0195'CHINOOK ROAD AT CLEVELAND, BLAINE COUNTY, 0.1 MILE SOUTHWEST OF A
 TK0195'BRIDGE OVER A WASH, AT THE RIM OF THE SOUTHWEST BANK OF A DRAW, 390
 TK0195'FEET SOUTH OF ROAD AT DRAIN CROSSING, 240 FEET WEST OF THE CENTERLINE
 TK0195'OF THE ROAD, AND AT A FENCE.  A STANDARD DISK, STAMPED E 281 1935 AND
 TK0195'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0267 ***********************************************************************
 TH0267  DESIGNATION -  E 286
 TH0267  PID         -  TH0267
 TH0267  STATE/COUNTY-  MT/ROOSEVELT
 TH0267  USGS QUAD   -  WINDY BUTTE (1983)
 TH0267
 TH0267                         *CURRENT SURVEY CONTROL
 TH0267  ___________________________________________________________________
 TH0267* NAD 83(1986)-  48 28 09.     (N)    105 21 55.     (W)     SCALED    
 TH0267* NAVD 88     -       706.677  (meters)    2318.49   (feet)  ADJUSTED  
 TH0267  ___________________________________________________________________
 TH0267  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 TH0267  DYNAMIC HT  -         706.772 (meters)    2318.80  (feet)  COMP
 TH0267  MODELED GRAV-     980,721.8   (mgal)                       NAVD 88
 TH0267
 TH0267  VERT ORDER  -  SECOND    CLASS 0
 TH0267
 TH0267.The horizontal coordinates were scaled from a topographic map and have
 TH0267.an estimated accuracy of +/- 6 seconds.
 TH0267
 TH0267.The orthometric height was determined by differential leveling
 TH0267.and adjusted by the National Geodetic Survey in June 1991..
 TH0267
 TH0267.The geoid height was determined by GEOID03.
 TH0267
 TH0267.The dynamic height is computed by dividing the NAVD 88
 TH0267.geopotential number by the normal gravity value computed on the
 TH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0267.degrees latitude (g = 980.6199 gals.).
 TH0267
 TH0267.The modeled gravity was interpolated from observed gravity values.
 TH0267
 TH0267;                    North         East    Units  Estimated Accuracy
 TH0267;SPC MT       -   476,910.      905,520.      MT  (+/- 180 meters Scaled)
 TH0267
 TH0267                          SUPERSEDED SURVEY CONTROL
 TH0267
 TH0267  NGVD 29 (??/??/92)  706.094  (m)         2316.58   (f) ADJ UNCH    2 0
 TH0267
 TH0267.Superseded values are not recommended for survey control.
 TH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0267.See file dsdata.txt to determine how the superseded data were derived.
 TH0267
 TH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP730685(NAD 83)
 TH0267_MARKER: DB = BENCH MARK DISK
 TH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0267_STAMPING: E-286 1935
 TH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0267+STABILITY: SURFACE MOTION
 TH0267
 TH0267  HISTORY     - Date     Condition        Report By
 TH0267  HISTORY     - 1935     MONUMENTED       CGS
 TH0267  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0267
 TH0267                          STATION DESCRIPTION
 TH0267
 TH0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0267'25.2 MI SE FROM SCOBEY.
 TH0267'21.7 MI. S THENCE 3.5 M. E. OF SCOBEY ALONG ROADS TO THE WEST QUARTER
 TH0267'CORNER OF S.4, T.31, R.49.  SET AT FENCE CORNER, 34 FEET NORTH OF THE
 TH0267'CENTERLINE OF THE TRAIL, 85 FEET WEST OF THE CORNER POST, 1 FOOT SOUTH
 TH0267'OF THE LINE FENCE, AT TRAIL LEVEL.  1.5 MILES SOUTHWEST ALONG A
 TH0267'WINDING TRAIL FROM D-286.
 TH0267
 TH0267                          STATION RECOVERY (1977)
 TH0267
 TH0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0164 ***********************************************************************
 RT0164  DESIGNATION -  E 29
 RT0164  PID         -  RT0164
 RT0164  STATE/COUNTY-  MT/PRAIRIE
 RT0164  USGS QUAD   -  FALLON SW (1983)
 RT0164
 RT0164                         *CURRENT SURVEY CONTROL
 RT0164  ___________________________________________________________________
 RT0164* NAD 83(1986)-  46 48 48.     (N)    105 11 54.     (W)     SCALED    
 RT0164* NAVD 88     -       663.907  (meters)    2178.17   (feet)  ADJUSTED  
 RT0164  ___________________________________________________________________
 RT0164  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 RT0164  DYNAMIC HT  -         663.896 (meters)    2178.13  (feet)  COMP
 RT0164  MODELED GRAV-     980,575.1   (mgal)                       NAVD 88
 RT0164
 RT0164  VERT ORDER  -  FIRST     CLASS II
 RT0164
 RT0164.The horizontal coordinates were scaled from a topographic map and have
 RT0164.an estimated accuracy of +/- 6 seconds.
 RT0164
 RT0164.The orthometric height was determined by differential leveling
 RT0164.and adjusted by the National Geodetic Survey in June 1991..
 RT0164.WARNING-Repeat measurements at this control monument indicate possible
 RT0164.vertical movement.
 RT0164
 RT0164.The geoid height was determined by GEOID03.
 RT0164
 RT0164.The dynamic height is computed by dividing the NAVD 88
 RT0164.geopotential number by the normal gravity value computed on the
 RT0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0164.degrees latitude (g = 980.6199 gals.).
 RT0164
 RT0164.The modeled gravity was interpolated from observed gravity values.
 RT0164
 RT0164;                    North         East    Units  Estimated Accuracy
 RT0164;SPC MT       -   293,850.      927,940.      MT  (+/- 180 meters Scaled)
 RT0164
 RT0164                          SUPERSEDED SURVEY CONTROL
 RT0164
 RT0164  NGVD 29 (??/??/92)  663.371  (m)         2176.41   (f) ADJ UNCH    1 2
 RT0164
 RT0164.Superseded values are not recommended for survey control.
 RT0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0164.See file dsdata.txt to determine how the superseded data were derived.
 RT0164
 RT0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM848844(NAD 83)
 RT0164_MARKER: DB = BENCH MARK DISK
 RT0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0164_STAMPING: E 29 2176.617
 RT0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0164+STABILITY: SURFACE MOTION
 RT0164
 RT0164  HISTORY     - Date     Condition        Report By
 RT0164  HISTORY     - UNK      MONUMENTED       CGS
 RT0164  HISTORY     - 1960     GOOD             NGS
 RT0164  HISTORY     - 1981     MARK NOT FOUND   NGS
 RT0164
 RT0164                          STATION DESCRIPTION
 RT0164
 RT0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0164'3.95 MI W FROM FALLON.
 RT0164'3.95 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0164'FALLON, ALSO 5.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RT0164'THE STATION AT TERRY, 19 POLES EAST OF MILEPOST 34, IN SECTION 8, R 52
 RT0164'E, T 12 N, 67 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 66 FEET
 RT0164'EAST-SOUTHEAST OF A BLOCK SIGNAL, 160 FEET EAST OF THE NORTHEAST END
 RT0164'OF THE SOUTHEAST HEADWALL OF 4 TUBULAR CULVERTS UNDER THE TRACKS, 8
 RT0164'1/2 FEET NORTHEAST OF A TELEPHONE POLE, 2 1/2 FEET SOUTHEAST OF A
 RT0164'FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 RT0164'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 RT0164
 RT0164                          STATION RECOVERY (1981)
 RT0164
 RT0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0164'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0227 ***********************************************************************
 TJ0227  DESIGNATION -  E 292
 TJ0227  PID         -  TJ0227
 TJ0227  STATE/COUNTY-  MT/VALLEY
 TJ0227  USGS QUAD   -  BLANCHARD RANCH (1958)
 TJ0227
 TJ0227                         *CURRENT SURVEY CONTROL
 TJ0227  ___________________________________________________________________
 TJ0227* NAD 83(1986)-  48 01 20.     (N)    106 40 25.     (W)     SCALED    
 TJ0227* NAVD 88     -       656.719  (meters)    2154.59   (feet)  ADJUSTED  
 TJ0227  ___________________________________________________________________
 TJ0227  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 TJ0227  DYNAMIC HT  -         656.781 (meters)    2154.79  (feet)  COMP
 TJ0227  MODELED GRAV-     980,683.9   (mgal)                       NAVD 88
 TJ0227
 TJ0227  VERT ORDER  -  SECOND    CLASS 0
 TJ0227
 TJ0227.The horizontal coordinates were scaled from a topographic map and have
 TJ0227.an estimated accuracy of +/- 6 seconds.
 TJ0227
 TJ0227.The orthometric height was determined by differential leveling
 TJ0227.and adjusted by the National Geodetic Survey in June 1991..
 TJ0227
 TJ0227.The geoid height was determined by GEOID03.
 TJ0227
 TJ0227.The dynamic height is computed by dividing the NAVD 88
 TJ0227.geopotential number by the normal gravity value computed on the
 TJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0227.degrees latitude (g = 980.6199 gals.).
 TJ0227
 TJ0227.The modeled gravity was interpolated from observed gravity values.
 TJ0227
 TJ0227;                    North         East    Units  Estimated Accuracy
 TJ0227;SPC MT       -   422,970.      810,690.      MT  (+/- 180 meters Scaled)
 TJ0227
 TJ0227                          SUPERSEDED SURVEY CONTROL
 TJ0227
 TJ0227  NGVD 29 (??/??/92)  656.096  (m)         2152.54   (f) ADJ UNCH    2 0
 TJ0227
 TJ0227.Superseded values are not recommended for survey control.
 TJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0227.See file dsdata.txt to determine how the superseded data were derived.
 TJ0227
 TJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP752201(NAD 83)
 TJ0227_MARKER: DB = BENCH MARK DISK
 TJ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0227_STAMPING: E 292 1935
 TJ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0227+STABILITY: SURFACE MOTION
 TJ0227
 TJ0227  HISTORY     - Date     Condition        Report By
 TJ0227  HISTORY     - 1935     MONUMENTED       CGS
 TJ0227  HISTORY     - 1948     GOOD             NGS
 TJ0227  HISTORY     - 1957     POOR             USGS
 TJ0227
 TJ0227                          STATION DESCRIPTION
 TJ0227
 TJ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0227'16.3 MI SSE FROM GLASGOW.
 TJ0227'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TJ0227'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 TJ0227'ROAD, THENCE 3.8 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. 299.0 FEET
 TJ0227'SOUTHWEST OF THE WEST CORNER OF AN 18-FOOT WOODEN BRIDGE, 36.0 FEET
 TJ0227'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHEAST OF A
 TJ0227'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TJ0227'FOOT ABOVE THE GROUND.
 TJ0227
 TJ0227                          STATION RECOVERY (1957)
 TJ0227
 TJ0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TJ0227'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0308 ***********************************************************************
 RV0308  DESIGNATION -  E 293
 RV0308  PID         -  RV0308
 RV0308  STATE/COUNTY-  MT/WHEATLAND
 RV0308  USGS QUAD   -  ETHELS COULEE (1986)
 RV0308
 RV0308                         *CURRENT SURVEY CONTROL
 RV0308  ___________________________________________________________________
 RV0308* NAD 83(1986)-  46 25 18.     (N)    109 45 01.     (W)     SCALED    
 RV0308* NAVD 88     -      1257.811  (meters)    4126.67   (feet)  POSTED    
 RV0308  ___________________________________________________________________
 RV0308  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 RV0308  DYNAMIC HT  -        1257.550 (meters)    4125.81  (feet)  COMP
 RV0308  MODELED GRAV-     980,366.3   (mgal)                       NAVD 88
 RV0308
 RV0308  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RV0308
 RV0308.The horizontal coordinates were scaled from a topographic map and have
 RV0308.an estimated accuracy of +/- 6 seconds.
 RV0308
 RV0308.The orthometric height was determined by differential leveling
 RV0308.and adjusted by the National Geodetic Survey in 1992..
 RV0308.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RV0308.rate of 2.1 thru 3.0 mm/km.
 RV0308
 RV0308.The geoid height was determined by GEOID03.
 RV0308
 RV0308.The dynamic height is computed by dividing the NAVD 88
 RV0308.geopotential number by the normal gravity value computed on the
 RV0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0308.degrees latitude (g = 980.6199 gals.).
 RV0308
 RV0308.The modeled gravity was interpolated from observed gravity values.
 RV0308
 RV0308;                    North         East    Units  Estimated Accuracy
 RV0308;SPC MT       -   241,360.      580,770.      MT  (+/- 180 meters Scaled)
 RV0308
 RV0308                          SUPERSEDED SURVEY CONTROL
 RV0308
 RV0308  NGVD 29 (??/??/92) 1256.891  (m)         4123.65   (f) ADJ UNCH    2 0
 RV0308
 RV0308.Superseded values are not recommended for survey control.
 RV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0308.See file dsdata.txt to determine how the superseded data were derived.
 RV0308
 RV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS960416(NAD 83)
 RV0308_MARKER: DB = BENCH MARK DISK
 RV0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0308_SP_SET: FOUNDATION
 RV0308_STAMPING: E 293 1961
 RV0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0308
 RV0308  HISTORY     - Date     Condition        Report By
 RV0308  HISTORY     - 1961     MONUMENTED       CGS
 RV0308  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0308
 RV0308                          STATION DESCRIPTION
 RV0308
 RV0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0308'4.4 MI SE FROM HARLOWTON.
 RV0308'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURT HOUSE AT
 RV0308'HARLOWTON, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 RV0308'TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A CATTLE
 RV0308'GUARD ACROSS THE ENTRANCE ROAD TO THE RAY BLAQUIERE RANCH, 6 FEET WEST
 RV0308'OF THE CENTER OF THE CATTLE GUARD, 3 FEET NORTH OF A FENCE, 0.6 FOOT
 RV0308'BELOW TOP OF CATTLE GUARD, AND ABOUT LEVEL WITH THE HIGHWAY.
 RV0308
 RV0308                          STATION RECOVERY (1980)
 RV0308
 RV0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0241 ***********************************************************************
 RV0241  DESIGNATION -  E 294
 RV0241  PID         -  RV0241
 RV0241  STATE/COUNTY-  MT/WHEATLAND
 RV0241  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0241
 RV0241                         *CURRENT SURVEY CONTROL
 RV0241  ___________________________________________________________________
 RV0241* NAD 83(1986)-  46 28 30.     (N)    109 29 12.     (W)     SCALED    
 RV0241* NAVD 88     -      1256.711  (meters)    4123.06   (feet)  ADJUSTED  
 RV0241  ___________________________________________________________________
 RV0241  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 RV0241  DYNAMIC HT  -        1256.471 (meters)    4122.27  (feet)  COMP
 RV0241  MODELED GRAV-     980,379.4   (mgal)                       NAVD 88
 RV0241
 RV0241  VERT ORDER  -  SECOND    CLASS 0
 RV0241
 RV0241.The horizontal coordinates were scaled from a topographic map and have
 RV0241.an estimated accuracy of +/- 6 seconds.
 RV0241
 RV0241.The orthometric height was determined by differential leveling
 RV0241.and adjusted by the National Geodetic Survey in June 1991..
 RV0241
 RV0241.The geoid height was determined by GEOID03.
 RV0241
 RV0241.The dynamic height is computed by dividing the NAVD 88
 RV0241.geopotential number by the normal gravity value computed on the
 RV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0241.degrees latitude (g = 980.6199 gals.).
 RV0241
 RV0241.The modeled gravity was interpolated from observed gravity values.
 RV0241
 RV0241;                    North         East    Units  Estimated Accuracy
 RV0241;SPC MT       -   247,250.      601,020.      MT  (+/- 180 meters Scaled)
 RV0241
 RV0241                          SUPERSEDED SURVEY CONTROL
 RV0241
 RV0241  NGVD 29 (??/??/92) 1255.809  (m)         4120.10   (f) ADJ UNCH    2 0
 RV0241
 RV0241.Superseded values are not recommended for survey control.
 RV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0241.See file dsdata.txt to determine how the superseded data were derived.
 RV0241
 RV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS161479(NAD 83)
 RV0241_MARKER: DB = BENCH MARK DISK
 RV0241_SETTING: 66 = SET IN ROCK OUTCROP
 RV0241_SP_SET: OUTCROP
 RV0241_STAMPING: E 294 1961
 RV0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0241+STABILITY: POSITION/ELEVATION WELL
 RV0241
 RV0241  HISTORY     - Date     Condition        Report By
 RV0241  HISTORY     - 1961     MONUMENTED       CGS
 RV0241
 RV0241                          STATION DESCRIPTION
 RV0241
 RV0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0241'2.35 MI NE FROM HEDGESVILLE.
 RV0241'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0241'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0241'ROAD, THENCE 1.05 MILES NORTH ALONG A GRAVEL ROAD, NEAR THE TOP OF A
 RV0241'LOW RIDGE, 59 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 RV0241'A 2 BY 5 FOOT OUTCROP, 79 FEET NORTH OF THE CENTER LINE OF A ROAD, 36
 RV0241'FEET SOUTHWEST OF A T FENCE JUNCTION CORNER, 5.8 FEET WEST OF A
 RV0241'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0503 ***********************************************************************
 RV0503  DESIGNATION -  E 295
 RV0503  PID         -  RV0503
 RV0503  STATE/COUNTY-  MT/WHEATLAND
 RV0503  USGS QUAD   -  ELEPHANT ROCKS (1986)
 RV0503
 RV0503                         *CURRENT SURVEY CONTROL
 RV0503  ___________________________________________________________________
 RV0503* NAD 83(1986)-  46 40 23.     (N)    109 38 26.     (W)     SCALED    
 RV0503* NAVD 88     -      1488.745  (meters)    4884.32   (feet)  ADJUSTED  
 RV0503  ___________________________________________________________________
 RV0503  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RV0503  DYNAMIC HT  -        1488.430 (meters)    4883.29  (feet)  COMP
 RV0503  MODELED GRAV-     980,349.7   (mgal)                       NAVD 88
 RV0503
 RV0503  VERT ORDER  -  SECOND    CLASS 0
 RV0503
 RV0503.The horizontal coordinates were scaled from a topographic map and have
 RV0503.an estimated accuracy of +/- 6 seconds.
 RV0503
 RV0503.The orthometric height was determined by differential leveling
 RV0503.and adjusted by the National Geodetic Survey in June 1991..
 RV0503
 RV0503.The geoid height was determined by GEOID03.
 RV0503
 RV0503.The dynamic height is computed by dividing the NAVD 88
 RV0503.geopotential number by the normal gravity value computed on the
 RV0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0503.degrees latitude (g = 980.6199 gals.).
 RV0503
 RV0503.The modeled gravity was interpolated from observed gravity values.
 RV0503
 RV0503;                    North         East    Units  Estimated Accuracy
 RV0503;SPC MT       -   269,260.      589,250.      MT  (+/- 180 meters Scaled)
 RV0503
 RV0503                          SUPERSEDED SURVEY CONTROL
 RV0503
 RV0503  NGVD 29 (??/??/92) 1487.765  (m)         4881.11   (f) ADJ UNCH    2 0
 RV0503
 RV0503.Superseded values are not recommended for survey control.
 RV0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0503.See file dsdata.txt to determine how the superseded data were derived.
 RV0503
 RV0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS039697(NAD 83)
 RV0503_MARKER: DB = BENCH MARK DISK
 RV0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0503_STAMPING: E 295 1961
 RV0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0503+STABILITY: SURFACE MOTION
 RV0503
 RV0503  HISTORY     - Date     Condition        Report By
 RV0503  HISTORY     - 1961     MONUMENTED       CGS
 RV0503
 RV0503                          STATION DESCRIPTION
 RV0503
 RV0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0503'5.75 MI E FROM JUDITH GAP.
 RV0503'ABOUT 5.25 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0503'GAP, THENCE 0.5 MILE SOUTHEAST ALONG A GRAVEL ROAD, 0.1 MILE NORTH OF
 RV0503'THE NORTH END OF A CURVE WITH TANGENTS NORTH AND SOUTHEAST, 59 FEET
 RV0503'WEST OF THE CENTER LINE OF THE ROAD, 27 FEET WEST OF A TELEPHONE POLE,
 RV0503'1.2 FEET EAST OF THE FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 4
 RV0503'FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 RV0503'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0576 ***********************************************************************
 RV0576  DESIGNATION -  E 296
 RV0576  PID         -  RV0576
 RV0576  STATE/COUNTY-  MT/WHEATLAND
 RV0576  USGS QUAD   -  JUDITH GAP (1995)
 RV0576
 RV0576                         *CURRENT SURVEY CONTROL
 RV0576  ___________________________________________________________________
 RV0576* NAD 83(1986)-  46 39 51.     (N)    109 51 03.     (W)     SCALED    
 RV0576* NAVD 88     -      1502.406  (meters)    4929.14   (feet)  ADJUSTED  
 RV0576  ___________________________________________________________________
 RV0576  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 RV0576  DYNAMIC HT  -        1502.069 (meters)    4928.04  (feet)  COMP
 RV0576  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 RV0576
 RV0576  VERT ORDER  -  SECOND    CLASS 0
 RV0576
 RV0576.The horizontal coordinates were scaled from a topographic map and have
 RV0576.an estimated accuracy of +/- 6 seconds.
 RV0576
 RV0576.The orthometric height was determined by differential leveling
 RV0576.and adjusted by the National Geodetic Survey in June 1991..
 RV0576
 RV0576.The geoid height was determined by GEOID03.
 RV0576
 RV0576.The dynamic height is computed by dividing the NAVD 88
 RV0576.geopotential number by the normal gravity value computed on the
 RV0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0576.degrees latitude (g = 980.6199 gals.).
 RV0576
 RV0576.The modeled gravity was interpolated from observed gravity values.
 RV0576
 RV0576;                    North         East    Units  Estimated Accuracy
 RV0576;SPC MT       -   268,330.      573,170.      MT  (+/- 180 meters Scaled)
 RV0576
 RV0576                          SUPERSEDED SURVEY CONTROL
 RV0576
 RV0576  NGVD 29 (??/??/92) 1501.406  (m)         4925.86   (f) ADJ UNCH    2 0
 RV0576
 RV0576.Superseded values are not recommended for survey control.
 RV0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0576.See file dsdata.txt to determine how the superseded data were derived.
 RV0576
 RV0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS879684(NAD 83)
 RV0576_MARKER: DB = BENCH MARK DISK
 RV0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0576_STAMPING: E 296 1961
 RV0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0576+STABILITY: SURFACE MOTION
 RV0576
 RV0576  HISTORY     - Date     Condition        Report By
 RV0576  HISTORY     - 1961     MONUMENTED       CGS
 RV0576
 RV0576                          STATION DESCRIPTION
 RV0576
 RV0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0576'5.2 MI W FROM JUDITH GAP.
 RV0576'ABOUT 5.2 MILES WEST ALONG A GRAVEL ROAD FROM THE GREAT NORTHERN
 RV0576'RAILWAY STATION AT JUDITH GAP, 1.0 MILE WEST OF THE CROSSING OF THE
 RV0576'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT THE JUNCTION OF
 RV0576'A ROAD SOUTH, 41 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 31 FEET
 RV0576'WEST OF THE CENTER LINE OF THE ROAD SOUTH, 28 FEET SOUTH OF THE CENTER
 RV0576'LINE OF THE ROAD, 82 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 RV0576'CATTLE GUARD, 6 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE,
 RV0576'2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE
 RV0576'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0591 ***********************************************************************
 RV0591  DESIGNATION -  E 297
 RV0591  PID         -  RV0591
 RV0591  STATE/COUNTY-  MT/WHEATLAND
 RV0591  USGS QUAD   -  OKA (1986)
 RV0591
 RV0591                         *CURRENT SURVEY CONTROL
 RV0591  ___________________________________________________________________
 RV0591* NAD 83(1986)-  46 37 14.     (N)    109 49 30.     (W)     SCALED    
 RV0591* NAVD 88     -      1465.991  (meters)    4809.67   (feet)  ADJUSTED  
 RV0591  ___________________________________________________________________
 RV0591  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 RV0591  DYNAMIC HT  -        1465.662 (meters)    4808.59  (feet)  COMP
 RV0591  MODELED GRAV-     980,337.9   (mgal)                       NAVD 88
 RV0591
 RV0591  VERT ORDER  -  SECOND    CLASS 0
 RV0591
 RV0591.The horizontal coordinates were scaled from a topographic map and have
 RV0591.an estimated accuracy of +/- 6 seconds.
 RV0591
 RV0591.The orthometric height was determined by differential leveling
 RV0591.and adjusted by the National Geodetic Survey in June 1991..
 RV0591
 RV0591.The geoid height was determined by GEOID03.
 RV0591
 RV0591.The dynamic height is computed by dividing the NAVD 88
 RV0591.geopotential number by the normal gravity value computed on the
 RV0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0591.degrees latitude (g = 980.6199 gals.).
 RV0591
 RV0591.The modeled gravity was interpolated from observed gravity values.
 RV0591
 RV0591;                    North         East    Units  Estimated Accuracy
 RV0591;SPC MT       -   263,470.      575,120.      MT  (+/- 180 meters Scaled)
 RV0591
 RV0591                          SUPERSEDED SURVEY CONTROL
 RV0591
 RV0591  NGVD 29 (??/??/92) 1465.000  (m)         4806.42   (f) ADJ UNCH    2 0
 RV0591
 RV0591.Superseded values are not recommended for survey control.
 RV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0591.See file dsdata.txt to determine how the superseded data were derived.
 RV0591
 RV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS899636(NAD 83)
 RV0591_MARKER: DB = BENCH MARK DISK
 RV0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0591_STAMPING: E 297 1961
 RV0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0591+STABILITY: SURFACE MOTION
 RV0591
 RV0591  HISTORY     - Date     Condition        Report By
 RV0591  HISTORY     - 1961     MONUMENTED       CGS
 RV0591
 RV0591                          STATION DESCRIPTION
 RV0591
 RV0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0591'7.25 MI SW FROM JUDITH GAP.
 RV0591'ABOUT 4.35 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0591'JUDITH GAP, THENCE 2.9 MILES WEST ALONG A GRAVEL ROAD, 0.5 MILE EAST
 RV0591'OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0591'RAILROAD, SOUTH AND ACROSS THE ROAD FROM A GROUP OF ABANDONED FARM
 RV0591'BUILDINGS, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 RV0591'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 RV0591'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0626 ***********************************************************************
 PY0626  DESIGNATION -  E 298
 PY0626  PID         -  PY0626
 PY0626  STATE/COUNTY-  MT/BEAVERHEAD
 PY0626  USGS QUAD   -  UPPER RED ROCK LAKE (1988)
 PY0626
 PY0626                         *CURRENT SURVEY CONTROL
 PY0626  ___________________________________________________________________
 PY0626* NAD 83(1986)-  44 35 16.     (N)    111 39 32.     (W)     SCALED    
 PY0626* NAVD 88     -      2059.355  (meters)    6756.40   (feet)  POSTED    
 PY0626  ___________________________________________________________________
 PY0626  GEOID HEIGHT-          -8.94  (meters)                     GEOID03
 PY0626  DYNAMIC HT  -        2058.240 (meters)    6752.74  (feet)  COMP
 PY0626  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 PY0626
 PY0626  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0626
 PY0626.The horizontal coordinates were scaled from a topographic map and have
 PY0626.an estimated accuracy of +/- 6 seconds.
 PY0626
 PY0626.The orthometric height was determined by differential leveling
 PY0626.and adjusted by the National Geodetic Survey in 1992..
 PY0626.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0626.rate of 1.1 thru 2.0 mm/km.
 PY0626
 PY0626.The geoid height was determined by GEOID03.
 PY0626
 PY0626.The dynamic height is computed by dividing the NAVD 88
 PY0626.geopotential number by the normal gravity value computed on the
 PY0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0626.degrees latitude (g = 980.6199 gals.).
 PY0626
 PY0626.The modeled gravity was interpolated from observed gravity values.
 PY0626
 PY0626;                    North         East    Units  Estimated Accuracy
 PY0626;SPC MT       -    39,910.      428,540.      MT  (+/- 180 meters Scaled)
 PY0626
 PY0626                          SUPERSEDED SURVEY CONTROL
 PY0626
 PY0626  NGVD 29 (??/??/92) 2058.010  (m)         6751.99   (f) ADJ UNCH    1 2
 PY0626
 PY0626.Superseded values are not recommended for survey control.
 PY0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0626.See file dsdata.txt to determine how the superseded data were derived.
 PY0626
 PY0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ476373(NAD 83)
 PY0626_MARKER: DB = BENCH MARK DISK
 PY0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0626_STAMPING: E 298 1964
 PY0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0626+STABILITY: SURFACE MOTION
 PY0626
 PY0626  HISTORY     - Date     Condition        Report By
 PY0626  HISTORY     - 1964     MONUMENTED       CGS
 PY0626
 PY0626                          STATION DESCRIPTION
 PY0626
 PY0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0626'7.85 MI E FROM LAKEVIEW.
 PY0626'ABOUT 7.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE
 PY0626'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 25, T 14 S, R 1 W, AT A
 PY0626'90-DEGREE TURN IN THE ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE
 PY0626'ROAD LEADING WEST, 37 FEET EAST OF THE EXTENDED CENTER LINE OF THE
 PY0626'PORTION OF THE ROAD LEADING NORTH, 30 FEET WEST OF A T-FENCE CORNER, 1
 PY0626'1/2 FEET NORTH OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 PY0626'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PY0626'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0045 ***********************************************************************
 PZ0045  DESIGNATION -  E 299
 PZ0045  PID         -  PZ0045
 PZ0045  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0045  USGS QUAD   -  CORRAL CREEK (1968)
 PZ0045
 PZ0045                         *CURRENT SURVEY CONTROL
 PZ0045  ___________________________________________________________________
 PZ0045* NAD 83(1986)-  44 35 57.     (N)    112 08 45.     (W)     SCALED    
 PZ0045* NAVD 88     -      2037.546  (meters)    6684.85   (feet)  ADJUSTED  
 PZ0045  ___________________________________________________________________
 PZ0045  GEOID HEIGHT-          -9.74  (meters)                     GEOID03
 PZ0045  DYNAMIC HT  -        2036.398 (meters)    6681.08  (feet)  COMP
 PZ0045  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 PZ0045
 PZ0045  VERT ORDER  -  FIRST     CLASS II
 PZ0045
 PZ0045.The horizontal coordinates were scaled from a topographic map and have
 PZ0045.an estimated accuracy of +/- 6 seconds.
 PZ0045
 PZ0045.The orthometric height was determined by differential leveling
 PZ0045.and adjusted by the National Geodetic Survey in June 1991..
 PZ0045
 PZ0045.The geoid height was determined by GEOID03.
 PZ0045
 PZ0045.The dynamic height is computed by dividing the NAVD 88
 PZ0045.geopotential number by the normal gravity value computed on the
 PZ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0045.degrees latitude (g = 980.6199 gals.).
 PZ0045
 PZ0045.The modeled gravity was interpolated from observed gravity values.
 PZ0045
 PZ0045;                    North         East    Units  Estimated Accuracy
 PZ0045;SPC MT       -    42,360.      389,920.      MT  (+/- 180 meters Scaled)
 PZ0045
 PZ0045                          SUPERSEDED SURVEY CONTROL
 PZ0045
 PZ0045  NGVD 29 (??/??/92) 2036.196  (m)         6680.42   (f) ADJ UNCH    1 2
 PZ0045
 PZ0045.Superseded values are not recommended for survey control.
 PZ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0045.See file dsdata.txt to determine how the superseded data were derived.
 PZ0045
 PZ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ090390(NAD 83)
 PZ0045_MARKER: DB = BENCH MARK DISK
 PZ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0045_STAMPING: E 299 1964
 PZ0045_MARK LOGO: CGS   
 PZ0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0045+STABILITY: SURFACE MOTION
 PZ0045
 PZ0045  HISTORY     - Date     Condition        Report By
 PZ0045  HISTORY     - 1964     MONUMENTED       CGS
 PZ0045  HISTORY     - 19971214 GOOD             LOCENG
 PZ0045
 PZ0045                          STATION DESCRIPTION
 PZ0045
 PZ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0045'9.5 MI NE FROM MONIDA.
 PZ0045'9.5 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0045'RAILROAD STATION AT MONIDA, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A
 PZ0045'DRIVE LEADING NORTH TO A SMALL RANCH HOUSE, 35 FEET SOUTHWEST OF THE
 PZ0045'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 32 FEET SOUTH OF
 PZ0045'THE CENTER LINE OF THE GRAVELED ROAD, 31 FEET WEST OF THE CENTER OF A
 PZ0045'WIRE GATE ACROSS THE ROAD LEADING SOUTH, 2 FEET NORTH OF A FENCE LINE,
 PZ0045'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PZ0045'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PZ0045
 PZ0045                          STATION RECOVERY (1997)
 PZ0045
 PZ0045'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GLJ)
 PZ0045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0430 ***********************************************************************
 RX0430  DESIGNATION -  E 3
 RX0430  PID         -  RX0430
 RX0430  STATE/COUNTY-  MT/SILVER BOW
 RX0430  USGS QUAD   -  BUTTE NORTH (1996)
 RX0430
 RX0430                         *CURRENT SURVEY CONTROL
 RX0430  ___________________________________________________________________
 RX0430* NAD 83(1986)-  46 00 19.     (N)    112 31 48.     (W)     SCALED    
 RX0430* NAVD 88     -      1692.453  (meters)    5552.66   (feet)  ADJUSTED  
 RX0430  ___________________________________________________________________
 RX0430  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 RX0430  DYNAMIC HT  -        1691.780 (meters)    5550.45  (feet)  COMP
 RX0430  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 RX0430
 RX0430  VERT ORDER  -  FIRST     CLASS II
 RX0430
 RX0430.The horizontal coordinates were scaled from a topographic map and have
 RX0430.an estimated accuracy of +/- 6 seconds.
 RX0430
 RX0430.The orthometric height was determined by differential leveling
 RX0430.and adjusted by the National Geodetic Survey in June 1991..
 RX0430
 RX0430.The geoid height was determined by GEOID03.
 RX0430
 RX0430.The dynamic height is computed by dividing the NAVD 88
 RX0430.geopotential number by the normal gravity value computed on the
 RX0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0430.degrees latitude (g = 980.6199 gals.).
 RX0430
 RX0430.The modeled gravity was interpolated from observed gravity values.
 RX0430
 RX0430;                    North         East    Units  Estimated Accuracy
 RX0430;SPC MT       -   199,600.      365,470.      MT  (+/- 180 meters Scaled)
 RX0430
 RX0430                          SUPERSEDED SURVEY CONTROL
 RX0430
 RX0430  NGVD 29 (??/??/92) 1691.164  (m)         5548.43   (f) ADJ UNCH    1 2
 RX0430
 RX0430.Superseded values are not recommended for survey control.
 RX0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0430.See file dsdata.txt to determine how the superseded data were derived.
 RX0430
 RX0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR815957(NAD 83)
 RX0430_MARKER: DB = BENCH MARK DISK
 RX0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0430_SP_SET: BUILDING
 RX0430_STAMPING: E 3 1906
 RX0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0430
 RX0430  HISTORY     - Date     Condition        Report By
 RX0430  HISTORY     - 1906     MONUMENTED       CGS
 RX0430  HISTORY     - 1959     GOOD             NGS
 RX0430
 RX0430                          STATION DESCRIPTION
 RX0430
 RX0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0430'0.35 MI NW FROM BUTTE.
 RX0430'ABOUT 0.35 MILE NORTHWEST ALONG WYOMING STREET FROM THE NORTHERN
 RX0430'PACIFIC RAILWAY STATION AT BUTTE, IN SECTION 13, T 3 N, R 8 W, SET
 RX0430'VERTICALLY IN THE SOUTHWEST FACE OF THE BUTTE WHOLESALE GROCERY
 RX0430'BUILDING WHICH IS AT THE INTERSECTION OF IRON STREET AND WYOMING
 RX0430'STREET, 125 FEET SOUTHEAST OF THE CENTER LINE OF IRON STREET, 44 FEET
 RX0430'NORTHEAST OF THE CENTER LINE OF WYOMING STREET, 10 INCHES NORTHWEST OF
 RX0430'THE SOUTH CORNER OF THE BUILDING, AND ABOUT 3 1/2 FEET ABOVE THE
 RX0430'SIDEWALK.  E 3 1906 WAS STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0264 ***********************************************************************
 SR0264  DESIGNATION -  E 3 W
 SR0264  PID         -  SR0264
 SR0264  STATE/COUNTY-  MT/FERGUS
 SR0264  USGS QUAD   -  WINIFRED EAST (1985)
 SR0264
 SR0264                         *CURRENT SURVEY CONTROL
 SR0264  ___________________________________________________________________
 SR0264* NAD 83(1986)-  47 31 47.     (N)    109 20 31.     (W)     SCALED    
 SR0264* NAVD 88     -       999.993  (meters)    3280.81   (feet)  ADJUSTED  
 SR0264  ___________________________________________________________________
 SR0264  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SR0264  DYNAMIC HT  -         999.951 (meters)    3280.67  (feet)  COMP
 SR0264  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 SR0264
 SR0264  VERT ORDER  -  FIRST     CLASS II
 SR0264
 SR0264.The horizontal coordinates were scaled from a topographic map and have
 SR0264.an estimated accuracy of +/- 6 seconds.
 SR0264
 SR0264.The orthometric height was determined by differential leveling
 SR0264.and adjusted by the National Geodetic Survey in June 1991..
 SR0264
 SR0264.The geoid height was determined by GEOID03.
 SR0264
 SR0264.The dynamic height is computed by dividing the NAVD 88
 SR0264.geopotential number by the normal gravity value computed on the
 SR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0264.degrees latitude (g = 980.6199 gals.).
 SR0264
 SR0264.The modeled gravity was interpolated from observed gravity values.
 SR0264
 SR0264;                    North         East    Units  Estimated Accuracy
 SR0264;SPC MT       -   364,450.      611,900.      MT  (+/- 180 meters Scaled)
 SR0264
 SR0264                          SUPERSEDED SURVEY CONTROL
 SR0264
 SR0264  NGVD 29 (??/??/92)  999.178  (m)         3278.14   (f) ADJ UNCH    1 2
 SR0264
 SR0264.Superseded values are not recommended for survey control.
 SR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0264.See file dsdata.txt to determine how the superseded data were derived.
 SR0264
 SR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT248653(NAD 83)
 SR0264_MARKER: DS = TRIANGULATION STATION DISK
 SR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0264_STAMPING: E 3 W 1961
 SR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0264+STABILITY: SURFACE MOTION
 SR0264
 SR0264  HISTORY     - Date     Condition        Report By
 SR0264  HISTORY     - 1961     MONUMENTED       CGS
 SR0264
 SR0264                          STATION DESCRIPTION
 SR0264
 SR0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0264'2.6 MI SE FROM WINIFRED.
 SR0264'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0264'PACIFIC RAILROAD FROM THE STATION AT WINIFRED, IN SECTION 6, T 20 N, R
 SR0264'19 E, 367 FEET NORTHEAST OF THE NORTHEAST RAIL, 304.0 FEET
 SR0264'EAST-NORTHEAST OF E 3 W R.M. 2, 303.0 FEET NORTHEAST OF E 3 W R.M. 1,
 SR0264'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0264'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0263 ***********************************************************************
 SR0263  DESIGNATION -  E 3 W RM 1
 SR0263  PID         -  SR0263
 SR0263  STATE/COUNTY-  MT/FERGUS
 SR0263  USGS QUAD   -  WINIFRED EAST (1985)
 SR0263
 SR0263                         *CURRENT SURVEY CONTROL
 SR0263  ___________________________________________________________________
 SR0263* NAD 83(1986)-  47 31 45.     (N)    109 20 34.     (W)     SCALED    
 SR0263* NAVD 88     -       999.533  (meters)    3279.30   (feet)  ADJUSTED  
 SR0263  ___________________________________________________________________
 SR0263  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SR0263  DYNAMIC HT  -         999.491 (meters)    3279.16  (feet)  COMP
 SR0263  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 SR0263
 SR0263  VERT ORDER  -  FIRST     CLASS II
 SR0263
 SR0263.The horizontal coordinates were scaled from a topographic map and have
 SR0263.an estimated accuracy of +/- 6 seconds.
 SR0263
 SR0263.The orthometric height was determined by differential leveling
 SR0263.and adjusted by the National Geodetic Survey in June 1991..
 SR0263
 SR0263.The geoid height was determined by GEOID03.
 SR0263
 SR0263.The dynamic height is computed by dividing the NAVD 88
 SR0263.geopotential number by the normal gravity value computed on the
 SR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0263.degrees latitude (g = 980.6199 gals.).
 SR0263
 SR0263.The modeled gravity was interpolated from observed gravity values.
 SR0263
 SR0263;                    North         East    Units  Estimated Accuracy
 SR0263;SPC MT       -   364,390.      611,830.      MT  (+/- 180 meters Scaled)
 SR0263
 SR0263                          SUPERSEDED SURVEY CONTROL
 SR0263
 SR0263  NGVD 29 (??/??/92)  998.718  (m)         3276.63   (f) ADJ UNCH    1 2
 SR0263
 SR0263.Superseded values are not recommended for survey control.
 SR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0263.See file dsdata.txt to determine how the superseded data were derived.
 SR0263
 SR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT247653(NAD 83)
 SR0263_MARKER: DR = REFERENCE MARK DISK
 SR0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0263_STAMPING: E 3 W NO 1 1961
 SR0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0263+STABILITY: SURFACE MOTION
 SR0263
 SR0263  HISTORY     - Date     Condition        Report By
 SR0263  HISTORY     - 1961     MONUMENTED       CGS
 SR0263
 SR0263                          STATION DESCRIPTION
 SR0263
 SR0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0263'2.6 MI SE FROM WINIFRED.
 SR0263'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0263'PACIFIC RAILROAD FROM THE STATION AT WINIFRED, IN SECTION 6, T 20 N, R
 SR0263'19 E, 75 FEET NORTHEAST OF THE NORTHEAST RAIL, 81 1/2 FEET SOUTHEAST
 SR0263'OF A POWER POLE, 303.0 FEET SOUTHWEST OF E 3 W 1961, 1 1/2 FEET
 SR0263'NORTHEAST OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 SR0263'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0265 ***********************************************************************
 SR0265  DESIGNATION -  E 3 W RM 2
 SR0265  PID         -  SR0265
 SR0265  STATE/COUNTY-  MT/FERGUS
 SR0265  USGS QUAD   -  WINIFRED EAST (1985)
 SR0265
 SR0265                         *CURRENT SURVEY CONTROL
 SR0265  ___________________________________________________________________
 SR0265* NAD 83(1986)-  47 31 46.     (N)    109 20 34.     (W)     SCALED    
 SR0265* NAVD 88     -       999.776  (meters)    3280.10   (feet)  ADJUSTED  
 SR0265  ___________________________________________________________________
 SR0265  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SR0265  DYNAMIC HT  -         999.734 (meters)    3279.96  (feet)  COMP
 SR0265  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 SR0265
 SR0265  VERT ORDER  -  FIRST     CLASS II
 SR0265
 SR0265.The horizontal coordinates were scaled from a topographic map and have
 SR0265.an estimated accuracy of +/- 6 seconds.
 SR0265
 SR0265.The orthometric height was determined by differential leveling
 SR0265.and adjusted by the National Geodetic Survey in June 1991..
 SR0265
 SR0265.The geoid height was determined by GEOID03.
 SR0265
 SR0265.The dynamic height is computed by dividing the NAVD 88
 SR0265.geopotential number by the normal gravity value computed on the
 SR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0265.degrees latitude (g = 980.6199 gals.).
 SR0265
 SR0265.The modeled gravity was interpolated from observed gravity values.
 SR0265
 SR0265;                    North         East    Units  Estimated Accuracy
 SR0265;SPC MT       -   364,420.      611,830.      MT  (+/- 180 meters Scaled)
 SR0265
 SR0265                          SUPERSEDED SURVEY CONTROL
 SR0265
 SR0265  NGVD 29 (??/??/92)  998.961  (m)         3277.42   (f) ADJ UNCH    1 2
 SR0265
 SR0265.Superseded values are not recommended for survey control.
 SR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0265.See file dsdata.txt to determine how the superseded data were derived.
 SR0265
 SR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT247653(NAD 83)
 SR0265_MARKER: DR = REFERENCE MARK DISK
 SR0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0265_STAMPING: E 3 W NO 2 1961
 SR0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0265+STABILITY: SURFACE MOTION
 SR0265
 SR0265  HISTORY     - Date     Condition        Report By
 SR0265  HISTORY     - 1961     MONUMENTED       CGS
 SR0265
 SR0265                          STATION DESCRIPTION
 SR0265
 SR0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0265'2.6 MI SE FROM WINIFRED.
 SR0265'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0265'PACIFIC RAILROAD FROM THE STATION AT WINIFRED, IN SECTION 6, T 20 N, R
 SR0265'19 E, 75 FEET NORTHEAST OF THE NORTHEAST RAIL, 56 FEET SOUTHEAST OF A
 SR0265'LONE BUSH AT A FENCE CORNER, 71 FEET NORTHWEST OF A BRACED POWER POLE,
 SR0265'304.0 FEET WEST-SOUTHWEST OF E 3 W 1961, 1 1/2 FEET NORTHEAST OF A
 SR0265'FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SR0265'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0267 ***********************************************************************
 SR0267  DESIGNATION -  E 3 X
 SR0267  PID         -  SR0267
 SR0267  STATE/COUNTY-  MT/FERGUS
 SR0267  USGS QUAD   -  WINIFRED EAST (1985)
 SR0267
 SR0267                         *CURRENT SURVEY CONTROL
 SR0267  ___________________________________________________________________
 SR0267* NAD 83(1986)-  47 31 40.     (N)    109 20 52.     (W)     SCALED    
 SR0267* NAVD 88     -      1015.691  (meters)    3332.31   (feet)  ADJUSTED  
 SR0267  ___________________________________________________________________
 SR0267  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SR0267  DYNAMIC HT  -        1015.648 (meters)    3332.17  (feet)  COMP
 SR0267  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 SR0267
 SR0267  VERT ORDER  -  FIRST     CLASS II
 SR0267
 SR0267.The horizontal coordinates were scaled from a topographic map and have
 SR0267.an estimated accuracy of +/- 6 seconds.
 SR0267
 SR0267.The orthometric height was determined by differential leveling
 SR0267.and adjusted by the National Geodetic Survey in June 1991..
 SR0267
 SR0267.The geoid height was determined by GEOID03.
 SR0267
 SR0267.The dynamic height is computed by dividing the NAVD 88
 SR0267.geopotential number by the normal gravity value computed on the
 SR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0267.degrees latitude (g = 980.6199 gals.).
 SR0267
 SR0267.The modeled gravity was interpolated from observed gravity values.
 SR0267
 SR0267;                    North         East    Units  Estimated Accuracy
 SR0267;SPC MT       -   364,230.      611,460.      MT  (+/- 180 meters Scaled)
 SR0267
 SR0267                          SUPERSEDED SURVEY CONTROL
 SR0267
 SR0267  NGVD 29 (??/??/92) 1014.876  (m)         3329.64   (f) ADJ UNCH    1 2
 SR0267
 SR0267.Superseded values are not recommended for survey control.
 SR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0267.See file dsdata.txt to determine how the superseded data were derived.
 SR0267
 SR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT243651(NAD 83)
 SR0267_MARKER: DS = TRIANGULATION STATION DISK
 SR0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0267_STAMPING: E 3 X 1961
 SR0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0267+STABILITY: SURFACE MOTION
 SR0267
 SR0267  HISTORY     - Date     Condition        Report By
 SR0267  HISTORY     - 1961     MONUMENTED       CGS
 SR0267  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0267
 SR0267                          STATION DESCRIPTION
 SR0267
 SR0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0267'2.8 MI SE FROM WINIFRED.
 SR0267'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0267'PACIFIC RAILROAD FROM THE STATION AT WINIFRED TO A PRIVATE DRIVEWAY ON
 SR0267'THE SOUTHWEST SIDE OF STATE HIGHWAY 236, THENCE 0.1 MILE SOUTHWEST
 SR0267'ALONG THE PRIVATE DRIVEWAY, THENCE 0.1 MILE SOUTH ACROSS A PASTURE TO
 SR0267'THE CREST OF A HILL, IN SECTION 6, T 20 N, R 19 E, 135 FEET WEST OF A
 SR0267'POWER POLE IN A NORTH-SOUTH ROW OF POWER POLES, 81.2 FEET WEST OF E 3
 SR0267'X R.M. 1, 69.7 FEET SOUTHEAST OF E 3 X R.M. 2, AND SET IN THE TOP OF A
 SR0267'CONCRETE POST FLUSH WITH THE GROUND.
 SR0267
 SR0267                          STATION RECOVERY (1979)
 SR0267
 SR0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0266 ***********************************************************************
 SR0266  DESIGNATION -  E 3 X RM 1
 SR0266  PID         -  SR0266
 SR0266  STATE/COUNTY-  MT/FERGUS
 SR0266  USGS QUAD   -  WINIFRED EAST (1985)
 SR0266
 SR0266                         *CURRENT SURVEY CONTROL
 SR0266  ___________________________________________________________________
 SR0266* NAD 83(1986)-  47 31 40.     (N)    109 20 51.     (W)     SCALED    
 SR0266* NAVD 88     -      1015.601  (meters)    3332.02   (feet)  ADJUSTED  
 SR0266  ___________________________________________________________________
 SR0266  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SR0266  DYNAMIC HT  -        1015.558 (meters)    3331.88  (feet)  COMP
 SR0266  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 SR0266
 SR0266  VERT ORDER  -  FIRST     CLASS II
 SR0266
 SR0266.The horizontal coordinates were scaled from a topographic map and have
 SR0266.an estimated accuracy of +/- 6 seconds.
 SR0266
 SR0266.The orthometric height was determined by differential leveling
 SR0266.and adjusted by the National Geodetic Survey in June 1991..
 SR0266
 SR0266.The geoid height was determined by GEOID03.
 SR0266
 SR0266.The dynamic height is computed by dividing the NAVD 88
 SR0266.geopotential number by the normal gravity value computed on the
 SR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0266.degrees latitude (g = 980.6199 gals.).
 SR0266
 SR0266.The modeled gravity was interpolated from observed gravity values.
 SR0266
 SR0266;                    North         East    Units  Estimated Accuracy
 SR0266;SPC MT       -   364,230.      611,480.      MT  (+/- 180 meters Scaled)
 SR0266
 SR0266                          SUPERSEDED SURVEY CONTROL
 SR0266
 SR0266  NGVD 29 (??/??/92) 1014.787  (m)         3329.35   (f) ADJ UNCH    1 2
 SR0266
 SR0266.Superseded values are not recommended for survey control.
 SR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0266.See file dsdata.txt to determine how the superseded data were derived.
 SR0266
 SR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT243651(NAD 83)
 SR0266_MARKER: DR = REFERENCE MARK DISK
 SR0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0266_STAMPING: E 3 X NO 1 1961
 SR0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0266+STABILITY: SURFACE MOTION
 SR0266
 SR0266  HISTORY     - Date     Condition        Report By
 SR0266  HISTORY     - 1961     MONUMENTED       CGS
 SR0266
 SR0266                          STATION DESCRIPTION
 SR0266
 SR0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0266'2.8 MI SE FROM WINIFRED.
 SR0266'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0266'PACIFIC RAILROAD FROM THE STATION AT WINIFRED TO A PRIVATE DRIVE WAY
 SR0266'ON THE SOUTHWEST SIDE OF STATE HIGHWAY 236, THENCE 0.1 MILE SOUTHWEST
 SR0266'ALONG THE PRIVATE DRIVEWAY, THENCE 0.1 MILE SOUTH ACROSS A PASTURE TO
 SR0266'THE CREST OF A HILL, IN SECTION 6, T 20 N, R 19 E, 57 FEET SOUTHWEST
 SR0266'OF A POWER POLE, 135.0 FEET EAST OF E 3 X 1961, AND SET IN THE TOP OF
 SR0266'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0268 ***********************************************************************
 SR0268  DESIGNATION -  E 3 X RM 2
 SR0268  PID         -  SR0268
 SR0268  STATE/COUNTY-  MT/FERGUS
 SR0268  USGS QUAD   -  WINIFRED EAST (1985)
 SR0268
 SR0268                         *CURRENT SURVEY CONTROL
 SR0268  ___________________________________________________________________
 SR0268* NAD 83(1986)-  47 31 41.     (N)    109 20 53.     (W)     SCALED    
 SR0268* NAVD 88     -      1014.667  (meters)    3328.95   (feet)  ADJUSTED  
 SR0268  ___________________________________________________________________
 SR0268  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SR0268  DYNAMIC HT  -        1014.624 (meters)    3328.81  (feet)  COMP
 SR0268  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 SR0268
 SR0268  VERT ORDER  -  FIRST     CLASS II
 SR0268
 SR0268.The horizontal coordinates were scaled from a topographic map and have
 SR0268.an estimated accuracy of +/- 6 seconds.
 SR0268
 SR0268.The orthometric height was determined by differential leveling
 SR0268.and adjusted by the National Geodetic Survey in June 1991..
 SR0268
 SR0268.The geoid height was determined by GEOID03.
 SR0268
 SR0268.The dynamic height is computed by dividing the NAVD 88
 SR0268.geopotential number by the normal gravity value computed on the
 SR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0268.degrees latitude (g = 980.6199 gals.).
 SR0268
 SR0268.The modeled gravity was interpolated from observed gravity values.
 SR0268
 SR0268;                    North         East    Units  Estimated Accuracy
 SR0268;SPC MT       -   364,260.      611,440.      MT  (+/- 180 meters Scaled)
 SR0268
 SR0268                          SUPERSEDED SURVEY CONTROL
 SR0268
 SR0268  NGVD 29 (??/??/92) 1013.852  (m)         3326.28   (f) ADJ UNCH    1 2
 SR0268
 SR0268.Superseded values are not recommended for survey control.
 SR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0268.See file dsdata.txt to determine how the superseded data were derived.
 SR0268
 SR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT243651(NAD 83)
 SR0268_MARKER: DR = REFERENCE MARK DISK
 SR0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0268_STAMPING: E 3 X NO 2 1961
 SR0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0268+STABILITY: SURFACE MOTION
 SR0268
 SR0268  HISTORY     - Date     Condition        Report By
 SR0268  HISTORY     - 1961     MONUMENTED       CGS
 SR0268
 SR0268                          STATION DESCRIPTION
 SR0268
 SR0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0268'2.8 MI SE FROM WINIFRED.
 SR0268'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0268'PACIFIC RAILROAD FROM THE STATION AT WINIFRED TO A PRIVATE DRIVEWAY ON
 SR0268'THE SOUTHWEST SIDE OF STATE HIGHWAY 236, THENCE 0.1 MILE SOUTHWEST
 SR0268'ALONG THE PRIVATE DRIVEWAY, THENCE 0.1 MILE SOUTH ACROSS A PASTURE TO
 SR0268'THE CREST OF A HILL, IN SECTION 6, T 20 N, R 19 E, 69.7 FEET NORTHWEST
 SR0268'OF E 3 X 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SR0268'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0010 ***********************************************************************
 SP0010  DESIGNATION -  E 30
 SP0010  PID         -  SP0010
 SP0010  STATE/COUNTY-  MT/RICHLAND
 SP0010  USGS QUAD   -  CRANE (1966)
 SP0010
 SP0010                         *CURRENT SURVEY CONTROL
 SP0010  ___________________________________________________________________
 SP0010* NAD 83(1986)-  47 34 46.     (N)    104 15 05.     (W)     SCALED    
 SP0010* NAVD 88     -       591.982  (meters)    1942.19   (feet)  POSTED    
 SP0010  ___________________________________________________________________
 SP0010  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 SP0010  DYNAMIC HT  -         592.040 (meters)    1942.38  (feet)  COMP
 SP0010  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 SP0010
 SP0010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SP0010
 SP0010.The horizontal coordinates were scaled from a topographic map and have
 SP0010.an estimated accuracy of +/- 6 seconds.
 SP0010
 SP0010.The orthometric height was determined by differential leveling
 SP0010.and adjusted by the National Geodetic Survey in 1992..
 SP0010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SP0010.rate of 0.0 thru 1.0 mm/km.
 SP0010
 SP0010.The geoid height was determined by GEOID03.
 SP0010
 SP0010.The dynamic height is computed by dividing the NAVD 88
 SP0010.geopotential number by the normal gravity value computed on the
 SP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0010.degrees latitude (g = 980.6199 gals.).
 SP0010
 SP0010.The modeled gravity was interpolated from observed gravity values.
 SP0010
 SP0010;                    North         East    Units  Estimated Accuracy
 SP0010;SPC MT       -   383,180.      994,340.      MT  (+/- 180 meters Scaled)
 SP0010
 SP0010                          SUPERSEDED SURVEY CONTROL
 SP0010
 SP0010  NGVD 29 (??/??/92)  591.451  (m)         1940.45   (f) ADJ UNCH    1 2
 SP0010
 SP0010.Superseded values are not recommended for survey control.
 SP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0010.See file dsdata.txt to determine how the superseded data were derived.
 SP0010
 SP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN562698(NAD 83)
 SP0010_MARKER: Q = CHISELED SQUARE
 SP0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SP0010_SP_SET: CANAL CROSSING
 SP0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0010
 SP0010  HISTORY     - Date     Condition        Report By
 SP0010  HISTORY     - UNK      MONUMENTED       CGS
 SP0010  HISTORY     - 1915     GOOD             NGS
 SP0010
 SP0010                          STATION DESCRIPTION
 SP0010
 SP0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1915
 SP0010'IN CRANE.
 SP0010'AT CRANE, RICHLAND COUNTY, 650 FEET NORTH OF THE NORTHERN PACIFIC
 SP0010'RAILWAY STATION, IN AN INVERTED SIPHON AT A LATERAL CANAL CROSSING
 SP0010'UNDER THE TRACK, AND 16 FEET EAST OF THE TRACK.  THE HIGHEST POINT IN
 SP0010'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0158 ***********************************************************************
 RY0158  DESIGNATION -  E 300
 RY0158  PID         -  RY0158
 RY0158  STATE/COUNTY-  MT/RAVALLI
 RY0158  USGS QUAD   -  COMO PEAKS (1964)
 RY0158
 RY0158                         *CURRENT SURVEY CONTROL
 RY0158  ___________________________________________________________________
 RY0158* NAD 83(1986)-  46 06 13.     (N)    114 16 08.     (W)     SCALED    
 RY0158* NAVD 88     -      1297.832  (meters)    4257.97   (feet)  ADJUSTED  
 RY0158  ___________________________________________________________________
 RY0158  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 RY0158  DYNAMIC HT  -        1297.386 (meters)    4256.51  (feet)  COMP
 RY0158  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 RY0158
 RY0158  VERT ORDER  -  SECOND    CLASS 0
 RY0158
 RY0158.The horizontal coordinates were scaled from a topographic map and have
 RY0158.an estimated accuracy of +/- 6 seconds.
 RY0158
 RY0158.The orthometric height was determined by differential leveling
 RY0158.and adjusted by the National Geodetic Survey in June 1991..
 RY0158
 RY0158.The geoid height was determined by GEOID03.
 RY0158
 RY0158.The dynamic height is computed by dividing the NAVD 88
 RY0158.geopotential number by the normal gravity value computed on the
 RY0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0158.degrees latitude (g = 980.6199 gals.).
 RY0158
 RY0158.The modeled gravity was interpolated from observed gravity values.
 RY0158
 RY0158;                    North         East    Units  Estimated Accuracy
 RY0158;SPC MT       -   217,210.      231,680.      MT  (+/- 180 meters Scaled)
 RY0158
 RY0158                          SUPERSEDED SURVEY CONTROL
 RY0158
 RY0158  NGVD 29 (??/??/92) 1296.649  (m)         4254.09   (f) ADJ UNCH    2 0
 RY0158
 RY0158.Superseded values are not recommended for survey control.
 RY0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0158.See file dsdata.txt to determine how the superseded data were derived.
 RY0158
 RY0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM110091(NAD 83)
 RY0158_MARKER: DB = BENCH MARK DISK
 RY0158_SETTING: 80 = SET IN A BOULDER
 RY0158_STAMPING: E 300 1964
 RY0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0158+STABILITY: SURFACE MOTION
 RY0158
 RY0158  HISTORY     - Date     Condition        Report By
 RY0158  HISTORY     - 1964     MONUMENTED       CGS
 RY0158  HISTORY     - 1965     GOOD             NGS
 RY0158
 RY0158                          STATION DESCRIPTION
 RY0158
 RY0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0158'12.1 MI NW FROM DARBY.
 RY0158'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0158'THENCE 5.1 MILES WEST ALONG LOST HORSE ROAD, ON THE INSIDE OF AN S
 RY0158'CURVE WITH TANGENT EAST AND SOUTHWEST, IN THE TOP OF A LARGE BOULDER
 RY0158'ABOUT FLUSH WITH THE GROUND, 24 1/2 FEET NORTH OF THE CENTER LINE OF
 RY0158'THE ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0314 ***********************************************************************
 TJ0314  DESIGNATION -  E 31
 TJ0314  PID         -  TJ0314
 TJ0314  STATE/COUNTY-  MT/VALLEY
 TJ0314  USGS QUAD   -  HINSDALE (1984)
 TJ0314
 TJ0314                         *CURRENT SURVEY CONTROL
 TJ0314  ___________________________________________________________________
 TJ0314* NAD 83(1986)-  48 27 45.     (N)    107 04 25.     (W)     SCALED    
 TJ0314* NAVD 88     -       677.423  (meters)    2222.51   (feet)  POSTED    
 TJ0314  ___________________________________________________________________
 TJ0314  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 TJ0314  DYNAMIC HT  -         677.520 (meters)    2222.83  (feet)  COMP
 TJ0314  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 TJ0314
 TJ0314  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0314
 TJ0314.The horizontal coordinates were scaled from a topographic map and have
 TJ0314.an estimated accuracy of +/- 6 seconds.
 TJ0314
 TJ0314.The orthometric height was determined by differential leveling
 TJ0314.and adjusted by the National Geodetic Survey in 1992..
 TJ0314.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0314.rate of 0.0 thru 1.0 mm/km.
 TJ0314
 TJ0314.The geoid height was determined by GEOID03.
 TJ0314
 TJ0314.The dynamic height is computed by dividing the NAVD 88
 TJ0314.geopotential number by the normal gravity value computed on the
 TJ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0314.degrees latitude (g = 980.6199 gals.).
 TJ0314
 TJ0314.The modeled gravity was interpolated from observed gravity values.
 TJ0314
 TJ0314;                    North         East    Units  Estimated Accuracy
 TJ0314;SPC MT       -   470,880.      779,370.      MT  (+/- 180 meters Scaled)
 TJ0314
 TJ0314                          SUPERSEDED SURVEY CONTROL
 TJ0314
 TJ0314  NGVD 29 (??/??/92)  676.762  (m)         2220.34   (f) ADJ UNCH    1 2
 TJ0314
 TJ0314.Superseded values are not recommended for survey control.
 TJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0314.See file dsdata.txt to determine how the superseded data were derived.
 TJ0314
 TJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP467697(NAD 83)
 TJ0314_MARKER: DB = BENCH MARK DISK
 TJ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0314_STAMPING: 2220.343 E 31 1921
 TJ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0314+STABILITY: SURFACE MOTION
 TJ0314
 TJ0314  HISTORY     - Date     Condition        Report By
 TJ0314  HISTORY     - 1921     MONUMENTED       CGS
 TJ0314  HISTORY     - 1967     GOOD             NGS
 TJ0314  HISTORY     - 1968     MARK NOT FOUND   USGS
 TJ0314
 TJ0314                          STATION DESCRIPTION
 TJ0314
 TJ0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TJ0314'5.8 MI N FROM HINSDALE.
 TJ0314'5.8 MILES NORTH ALONG A GRADED ROAD FROM HINSDALE, VALLEY COUNTY, ON
 TJ0314'THE EAST SIDE OF THE MAIL ROAD, AND AT A FENCE CORNER WHERE THE ROAD
 TJ0314'TURNS EAST AND NORTH AROUND THE BASE OF A HILL.  A STANDARD DISK,
 TJ0314'STAMPED 2220.343 E 31 1921 AND SET IN THE TOP OF A CONCRETE POST.
 TJ0314'NOTE-- IT WAS REPORTED IN OCTOBER 1939 THAT THE HIGHWAY HAS BEEN
 TJ0314'CHANGED AT THIS POINT WHICH THROWS THE BENCH MARK ON THE WEST SIDE OF
 TJ0314'THE NEW ROAD.
 TJ0314
 TJ0314                          STATION RECOVERY (1968)
 TJ0314
 TJ0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TJ0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0465 ***********************************************************************
 RX0465  DESIGNATION -  E 310
 RX0465  PID         -  RX0465
 RX0465  STATE/COUNTY-  MT/POWELL
 RX0465  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0465
 RX0465                         *CURRENT SURVEY CONTROL
 RX0465  ___________________________________________________________________
 RX0465* NAD 83(1986)-  46 34 48.     (N)    112 53 59.     (W)     SCALED    
 RX0465* NAVD 88     -      1288.216  (meters)    4226.42   (feet)  ADJUSTED  
 RX0465  ___________________________________________________________________
 RX0465  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 RX0465  DYNAMIC HT  -        1287.922 (meters)    4225.46  (feet)  COMP
 RX0465  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 RX0465
 RX0465  VERT ORDER  -  FIRST     CLASS II
 RX0465
 RX0465.The horizontal coordinates were scaled from a topographic map and have
 RX0465.an estimated accuracy of +/- 6 seconds.
 RX0465
 RX0465.The orthometric height was determined by differential leveling
 RX0465.and adjusted by the National Geodetic Survey in June 1991..
 RX0465
 RX0465.The geoid height was determined by GEOID03.
 RX0465
 RX0465.The dynamic height is computed by dividing the NAVD 88
 RX0465.geopotential number by the normal gravity value computed on the
 RX0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0465.degrees latitude (g = 980.6199 gals.).
 RX0465
 RX0465.The modeled gravity was interpolated from observed gravity values.
 RX0465
 RX0465;                    North         East    Units  Estimated Accuracy
 RX0465;SPC MT       -   264,570.      339,640.      MT  (+/- 180 meters Scaled)
 RX0465
 RX0465                          SUPERSEDED SURVEY CONTROL
 RX0465
 RX0465  NGVD 29 (??/??/92) 1287.112  (m)         4222.80   (f) ADJ UNCH    1 2
 RX0465
 RX0465.Superseded values are not recommended for survey control.
 RX0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0465.See file dsdata.txt to determine how the superseded data were derived.
 RX0465
 RX0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS544602(NAD 83)
 RX0465_MARKER: DB = BENCH MARK DISK
 RX0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0465_SP_SET: ROCK WALL
 RX0465_STAMPING: E 310 1959
 RX0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0465
 RX0465  HISTORY     - Date     Condition        Report By
 RX0465  HISTORY     - 1959     MONUMENTED       CGS
 RX0465  HISTORY     - 1979     GOOD             NGS
 RX0465
 RX0465                          STATION DESCRIPTION
 RX0465
 RX0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0465'6.25 MI NW FROM GARRISION.
 RX0465'ABOUT 6.25 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0465'THE STATION AT GARRISON, 182 FEET WEST AND ACROSS THE TRACKS FROM
 RX0465'MILEPOST 57, IN THE NORTHWEST 1/4 OF SECTION 31, T 10 N, R 10 W, 52
 RX0465'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 1/2 FEET SOUTHWEST OF THE
 RX0465'SOUTHWEST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RX0465'RAILROAD, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK WALL OF A
 RX0465'CUT, 1 RAIL NORTHWEST OF THE SOUTHEAST END, 4 FEET SOUTHWEST OF A
 RX0465'SAFETY FENCE, AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
 RX0465
 RX0465                          STATION RECOVERY (1979)
 RX0465
 RX0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0465'7.25 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0465'HIGHWAY 10A IN GARRISON, THENCE 0.1 MILE SOUTHWEST ACROSS THE CLARK
 RX0465'FORK RIVER, SET VERTICALLY IN THE NORTHEAST FACE AND 1 RAIL
 RX0465'NORTHWEST OF THE SOUTH EAST END OF A ROCK CUT FOR THE RAILWAY,
 RX0465'10.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET SOUTHWEST OF A
 RX0465'SAFETY FENCE.
 RX0465'THE MARK IS 2 FT ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0535 ***********************************************************************
 RX0535  DESIGNATION -  E 311
 RX0535  PID         -  RX0535
 RX0535  STATE/COUNTY-  MT/GRANITE
 RX0535  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0535
 RX0535                         *CURRENT SURVEY CONTROL
 RX0535  ___________________________________________________________________
 RX0535* NAD 83(1986)-  46 41 50.     (N)    113 24 04.     (W)     SCALED    
 RX0535* NAVD 88     -      1141.031  (meters)    3743.53   (feet)  ADJUSTED  
 RX0535  ___________________________________________________________________
 RX0535  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 RX0535  DYNAMIC HT  -        1140.803 (meters)    3742.78  (feet)  COMP
 RX0535  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 RX0535
 RX0535  VERT ORDER  -  FIRST     CLASS II
 RX0535
 RX0535.The horizontal coordinates were scaled from a topographic map and have
 RX0535.an estimated accuracy of +/- 6 seconds.
 RX0535
 RX0535.The orthometric height was determined by differential leveling
 RX0535.and adjusted by the National Geodetic Survey in June 1991..
 RX0535
 RX0535.The geoid height was determined by GEOID03.
 RX0535
 RX0535.The dynamic height is computed by dividing the NAVD 88
 RX0535.geopotential number by the normal gravity value computed on the
 RX0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0535.degrees latitude (g = 980.6199 gals.).
 RX0535
 RX0535.The modeled gravity was interpolated from observed gravity values.
 RX0535
 RX0535;                    North         East    Units  Estimated Accuracy
 RX0535;SPC MT       -   279,360.      301,930.      MT  (+/- 180 meters Scaled)
 RX0535
 RX0535                          SUPERSEDED SURVEY CONTROL
 RX0535
 RX0535  NGVD 29 (??/??/92) 1139.963  (m)         3740.03   (f) ADJ UNCH    1 2
 RX0535
 RX0535.Superseded values are not recommended for survey control.
 RX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0535.See file dsdata.txt to determine how the superseded data were derived.
 RX0535
 RX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS164743(NAD 83)
 RX0535_MARKER: DB = BENCH MARK DISK
 RX0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0535_STAMPING: E 311 1959
 RX0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0535+STABILITY: SURFACE MOTION
 RX0535
 RX0535  HISTORY     - Date     Condition        Report By
 RX0535  HISTORY     - 1959     MONUMENTED       CGS
 RX0535  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0535  HISTORY     - 19851106 MARK NOT FOUND   USGS
 RX0535
 RX0535                          STATION DESCRIPTION
 RX0535
 RX0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0535'3.95 MI W FROM BEARMOUTH.
 RX0535'ABOUT 3.95 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0535'STATION AT BEARMOUTH, 85 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 RX0535'MAIN TRACK, IN SECTION 19, T 11 N, R 14 W, 90 FEET NORTH OF THE CENTER
 RX0535'LINE OF A PRIVATE ROAD CROSSING, 19 FEET NORTHEAST OF THE CENTER LINE
 RX0535'OF A GATE, 2 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTH OF A METAL
 RX0535'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 RX0535'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RX0535
 RX0535                          STATION RECOVERY (1979)
 RX0535
 RX0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0535'BENCHMARK NOT RECOVERED ON THIS DATE.
 RX0535
 RX0535                          STATION RECOVERY (1985)
 RX0535
 RX0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JMM)
 RX0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0536 ***********************************************************************
 RX0536  DESIGNATION -  E 311 RESET
 RX0536  PID         -  RX0536
 RX0536  STATE/COUNTY-  MT/GRANITE
 RX0536  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0536
 RX0536                         *CURRENT SURVEY CONTROL
 RX0536  ___________________________________________________________________
 RX0536* NAD 83(1986)-  46 41 50.     (N)    113 24 09.     (W)     SCALED    
 RX0536* NAVD 88     -      1141.41   (meters)    3744.8    (feet)  RESET     
 RX0536  ___________________________________________________________________
 RX0536  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 RX0536
 RX0536  VERT ORDER  -  THIRD
 RX0536
 RX0536.The horizontal coordinates were scaled from a topographic map and have
 RX0536.an estimated accuracy of +/- 6 seconds.
 RX0536
 RX0536.The orthometric height was computed from unverified reset data.
 RX0536
 RX0536.The geoid height was determined by GEOID03.
 RX0536
 RX0536;                    North         East    Units  Estimated Accuracy
 RX0536;SPC MT       -   279,370.      301,820.      MT  (+/- 180 meters Scaled)
 RX0536
 RX0536                          SUPERSEDED SURVEY CONTROL
 RX0536
 RX0536.No superseded survey control is available for this station.
 RX0536
 RX0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS163743(NAD 83)
 RX0536_MARKER: DB = BENCH MARK DISK
 RX0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0536_STAMPING: E 311 RESET 1970
 RX0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0536+STABILITY: SURFACE MOTION
 RX0536
 RX0536  HISTORY     - Date     Condition        Report By
 RX0536  HISTORY     - 1970     MONUMENTED       MTDH
 RX0536  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0536
 RX0536                          STATION DESCRIPTION
 RX0536
 RX0536'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1970
 RX0536'3.95 MI W FROM BEARMOUTH.
 RX0536'ABOUT 3.95 MILES WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 RX0536'STATION AT BEARMOUTH, IN SECTION 19, T 11 N, R 14 W, 85 FEET NORTHWEST
 RX0536'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 92 FEET RIGHT OF THE CENTER
 RX0536'LINE STATION 301-65 OF INTERSTATE HIGHWAY I 90, ABOUT 5 FEET BELOW THE
 RX0536'TRACKS AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RX0536
 RX0536                          STATION RECOVERY (1979)
 RX0536
 RX0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0536'BENCHMARK NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0511 ***********************************************************************
 RX0511  DESIGNATION -  E 312
 RX0511  PID         -  RX0511
 RX0511  STATE/COUNTY-  MT/GRANITE
 RX0511  USGS QUAD   -  HALL (1989)
 RX0511
 RX0511                         *CURRENT SURVEY CONTROL
 RX0511  ___________________________________________________________________
 RX0511* NAD 83(1986)-  46 37 21.     (N)    113 12 23.     (W)     SCALED    
 RX0511* NAVD 88     -      1294.943  (meters)    4248.49   (feet)  ADJUSTED  
 RX0511  ___________________________________________________________________
 RX0511  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 RX0511  DYNAMIC HT  -        1294.639 (meters)    4247.49  (feet)  COMP
 RX0511  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 RX0511
 RX0511  VERT ORDER  -  FIRST     CLASS II
 RX0511
 RX0511.The horizontal coordinates were scaled from a topographic map and have
 RX0511.an estimated accuracy of +/- 6 seconds.
 RX0511
 RX0511.The orthometric height was determined by differential leveling
 RX0511.and adjusted by the National Geodetic Survey in June 1991..
 RX0511
 RX0511.The geoid height was determined by GEOID03.
 RX0511
 RX0511.The dynamic height is computed by dividing the NAVD 88
 RX0511.geopotential number by the normal gravity value computed on the
 RX0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0511.degrees latitude (g = 980.6199 gals.).
 RX0511
 RX0511.The modeled gravity was interpolated from observed gravity values.
 RX0511
 RX0511;                    North         East    Units  Estimated Accuracy
 RX0511;SPC MT       -   270,350.      316,400.      MT  (+/- 180 meters Scaled)
 RX0511
 RX0511                          SUPERSEDED SURVEY CONTROL
 RX0511
 RX0511  NGVD 29 (??/??/92) 1293.832  (m)         4244.85   (f) ADJ UNCH    1 2
 RX0511
 RX0511.Superseded values are not recommended for survey control.
 RX0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0511.See file dsdata.txt to determine how the superseded data were derived.
 RX0511
 RX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS310655(NAD 83)
 RX0511_MARKER: DB = BENCH MARK DISK
 RX0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0511_STAMPING: E 312 1959
 RX0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0511+STABILITY: SURFACE MOTION
 RX0511
 RX0511  HISTORY     - Date     Condition        Report By
 RX0511  HISTORY     - 1959     MONUMENTED       CGS
 RX0511
 RX0511                          STATION DESCRIPTION
 RX0511
 RX0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0511'6.0 MI SW FROM DRUMMOND.
 RX0511'ABOUT 3.85 MILES SOUTH ALONG U. S. HIGHWAY 10A FROM THE NORTHERN
 RX0511'PACIFIC RAILROAD STATION AT DRUMMOND, THENCE ABOUT 1.65 MILES
 RX0511'SOUTHWEST ALONG A GRAVELED ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A
 RX0511'GRADED DIRT ROAD TO THE DRUMMOND AIRPORT, 108 FEET EAST OF THE
 RX0511'NORTHEAST CORNER OF THE CIVIL AERONAUTICS ADMINISTRATION BUILDING, IN
 RX0511'SECTION 14, T 10 N, R 13 W, 28 FEET NORTH OF A FENCE, 1 FOOT NORTH OF
 RX0511'THE NORTH SIDE OF A STEEL BEACON TOWER, AND IN THE TOP OF A CONCRETE
 RX0511'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0413 ***********************************************************************
 RX0413  DESIGNATION -  E 313
 RX0413  PID         -  RX0413
 RX0413  STATE/COUNTY-  MT/POWELL
 RX0413  USGS QUAD   -  DEER LODGE (1989)
 RX0413
 RX0413                         *CURRENT SURVEY CONTROL
 RX0413  ___________________________________________________________________
 RX0413* NAD 83(1986)-  46 29 19.     (N)    112 44 06.     (W)     SCALED    
 RX0413* NAVD 88     -      1344.940  (meters)    4412.52   (feet)  POSTED    
 RX0413  ___________________________________________________________________
 RX0413  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0413  DYNAMIC HT  -        1344.610 (meters)    4411.44  (feet)  COMP
 RX0413  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 RX0413
 RX0413  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RX0413
 RX0413.The horizontal coordinates were scaled from a topographic map and have
 RX0413.an estimated accuracy of +/- 6 seconds.
 RX0413
 RX0413.The orthometric height was determined by differential leveling
 RX0413.and adjusted by the National Geodetic Survey in 1992..
 RX0413.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RX0413.rate of 1.1 thru 2.0 mm/km.
 RX0413
 RX0413.The geoid height was determined by GEOID03.
 RX0413
 RX0413.The dynamic height is computed by dividing the NAVD 88
 RX0413.geopotential number by the normal gravity value computed on the
 RX0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0413.degrees latitude (g = 980.6199 gals.).
 RX0413
 RX0413.The modeled gravity was interpolated from observed gravity values.
 RX0413
 RX0413;                    North         East    Units  Estimated Accuracy
 RX0413;SPC MT       -   253,890.      351,830.      MT  (+/- 180 meters Scaled)
 RX0413
 RX0413                          SUPERSEDED SURVEY CONTROL
 RX0413
 RX0413  NGVD 29 (??/??/92) 1343.782  (m)         4408.72   (f) ADJ UNCH    1 2
 RX0413
 RX0413.Superseded values are not recommended for survey control.
 RX0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0413.See file dsdata.txt to determine how the superseded data were derived.
 RX0413
 RX0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS668498(NAD 83)
 RX0413_MARKER: DB = BENCH MARK DISK
 RX0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0413_SP_SET: BRIDGE
 RX0413_STAMPING: E 313 1959
 RX0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0413
 RX0413  HISTORY     - Date     Condition        Report By
 RX0413  HISTORY     - 1959     MONUMENTED       CGS
 RX0413  HISTORY     - 19871030 MARK NOT FOUND   USPSQD
 RX0413
 RX0413                          STATION DESCRIPTION
 RX0413
 RX0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0413'4.8 MI SE FROM GARRISON.
 RX0413'ABOUT 4.8 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0413'STATION AT GARRISON, IN SECTION 33, R 9 W, T 9 N, 7 POLES SOUTHEAST OF
 RX0413'MILEPOST 47, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 RX0413'OF A SMALL CONCRETE BRIDGE, 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 RX0413'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 RX0413
 RX0413                          STATION RECOVERY (1987)
 RX0413
 RX0413'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 RX0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0369 ***********************************************************************
 RX0369  DESIGNATION -  E 314
 RX0369  PID         -  RX0369
 RX0369  STATE/COUNTY-  MT/DEER LODGE
 RX0369  USGS QUAD   -  OPPORTUNITY (1989)
 RX0369
 RX0369                         *CURRENT SURVEY CONTROL
 RX0369  ___________________________________________________________________
 RX0369* NAD 83(1986)-  46 07 20.     (N)    112 47 59.     (W)     SCALED    
 RX0369* NAVD 88     -      1494.158  (meters)    4902.08   (feet)  ADJUSTED  
 RX0369  ___________________________________________________________________
 RX0369  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 RX0369  DYNAMIC HT  -        1493.638 (meters)    4900.38  (feet)  COMP
 RX0369  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 RX0369
 RX0369  VERT ORDER  -  FIRST     CLASS II
 RX0369
 RX0369.The horizontal coordinates were scaled from a topographic map and have
 RX0369.an estimated accuracy of +/- 6 seconds.
 RX0369
 RX0369.The orthometric height was determined by differential leveling
 RX0369.and adjusted by the National Geodetic Survey in June 1991..
 RX0369
 RX0369.The geoid height was determined by GEOID03.
 RX0369
 RX0369.The dynamic height is computed by dividing the NAVD 88
 RX0369.geopotential number by the normal gravity value computed on the
 RX0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0369.degrees latitude (g = 980.6199 gals.).
 RX0369
 RX0369.The modeled gravity was interpolated from observed gravity values.
 RX0369
 RX0369;                    North         East    Units  Estimated Accuracy
 RX0369;SPC MT       -   213,430.      345,160.      MT  (+/- 180 meters Scaled)
 RX0369
 RX0369                          SUPERSEDED SURVEY CONTROL
 RX0369
 RX0369  NGVD 29 (??/??/92) 1492.938  (m)         4898.08   (f) ADJ UNCH    1 2
 RX0369
 RX0369.Superseded values are not recommended for survey control.
 RX0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0369.See file dsdata.txt to determine how the superseded data were derived.
 RX0369
 RX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS609092(NAD 83)
 RX0369_MARKER: DB = BENCH MARK DISK
 RX0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0369_SP_SET: ABUTMENT
 RX0369_STAMPING: E 314 1959
 RX0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0369
 RX0369  HISTORY     - Date     Condition        Report By
 RX0369  HISTORY     - 1959     MONUMENTED       CGS
 RX0369  HISTORY     - 1979     GOOD             NGS
 RX0369
 RX0369                          STATION DESCRIPTION
 RX0369
 RX0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0369'4.1 MI S FROM WARM SPRINGS.
 RX0369'ABOUT 4.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0369'STATION AT WARM SPRINGS, IN THE SOUTHWEST CORNER OF SECTION 1, R 10 W,
 RX0369'T 4 N, 3 POLES NORTH OF MILEPOST 21, 8 FEET EAST OF THE EAST RAIL. IN
 RX0369'THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE OVER SILVER
 RX0369'BOW CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 RX0369
 RX0369                          STATION RECOVERY (1979)
 RX0369
 RX0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0369'ADD--4.1 MILES SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 RX0369'POST OFFICE AT WARM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0296 ***********************************************************************
 RX0296  DESIGNATION -  E 315
 RX0296  PID         -  RX0296
 RX0296  STATE/COUNTY-  MT/JEFFERSON
 RX0296  USGS QUAD   -  ELK PARK PASS (1996)
 RX0296
 RX0296                         *CURRENT SURVEY CONTROL
 RX0296  ___________________________________________________________________
 RX0296* NAD 83(1986)-  46 02 30.     (N)    112 27 21.     (W)     SCALED    
 RX0296* NAVD 88     -      1935.594  (meters)    6350.36   (feet)  ADJUSTED  
 RX0296  ___________________________________________________________________
 RX0296  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 RX0296  DYNAMIC HT  -        1934.789 (meters)    6347.72  (feet)  COMP
 RX0296  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 RX0296
 RX0296  VERT ORDER  -  FIRST     CLASS II
 RX0296
 RX0296.The horizontal coordinates were scaled from a topographic map and have
 RX0296.an estimated accuracy of +/- 6 seconds.
 RX0296
 RX0296.The orthometric height was determined by differential leveling
 RX0296.and adjusted by the National Geodetic Survey in June 1991..
 RX0296.WARNING-Repeat measurements at this control monument indicate possible
 RX0296.vertical movement.
 RX0296
 RX0296.The geoid height was determined by GEOID03.
 RX0296
 RX0296.The dynamic height is computed by dividing the NAVD 88
 RX0296.geopotential number by the normal gravity value computed on the
 RX0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0296.degrees latitude (g = 980.6199 gals.).
 RX0296
 RX0296.The modeled gravity was interpolated from observed gravity values.
 RX0296
 RX0296;                    North         East    Units  Estimated Accuracy
 RX0296;SPC MT       -   203,420.      371,360.      MT  (+/- 180 meters Scaled)
 RX0296
 RX0296                          SUPERSEDED SURVEY CONTROL
 RX0296
 RX0296  NGVD 29 (??/??/92) 1934.293  (m)         6346.09   (f) ADJ UNCH    1 2
 RX0296
 RX0296.Superseded values are not recommended for survey control.
 RX0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0296.See file dsdata.txt to determine how the superseded data were derived.
 RX0296
 RX0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR873997(NAD 83)
 RX0296_MARKER: DB = BENCH MARK DISK
 RX0296_SETTING: 66 = SET IN ROCK OUTCROP
 RX0296_SP_SET: ROCK
 RX0296_STAMPING: E 315 1959
 RX0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0296+STABILITY: POSITION/ELEVATION WELL
 RX0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0296+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 RX0296
 RX0296  HISTORY     - Date     Condition        Report By
 RX0296  HISTORY     - 1959     MONUMENTED       CGS
 RX0296  HISTORY     - 1980     GOOD             NGS
 RX0296  HISTORY     - 20060630 GOOD             ADACLA
 RX0296
 RX0296                          STATION DESCRIPTION
 RX0296
 RX0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0296'10.0 MI NE FROM BUTTE.
 RX0296'ABOUT 10.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0296'STATION AT BUTTE, IN SECTION 3, R 7 W, T 3 N, 19 POLES SOUTH OF
 RX0296'MILEPOST 277, 64 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE
 RX0296'SOUTHEAST POINT OF A LARGE GRANITE ROCK, ABOUT 0.4 MILE NORTH OF THE
 RX0296'CONTINENTAL DIVIDE, ABOUT 0.8 MILE SOUTH OF THE WOODVILLE SIDING SIGN,
 RX0296'36 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 91, ABOUT 2 FEET BELOW
 RX0296'THE LEVEL OF THE TRACKS AND THE HIGHWAY.
 RX0296
 RX0296                          STATION RECOVERY (1980)
 RX0296
 RX0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0296'7.9 KM (4.9 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT
 RX0296'129 OVERPASS IN BUTTE, THENCE 0.2 KM (0.1 MI) WEST ALONG A PAVED
 RX0296'ROAD AT EXIT 134, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG THE
 RX0296'FRONTAGE ROAD, IN THE SOUTH END OF A 4X4 FOOT ROCK OUTCROP,
 RX0296'19.5 METERS (64.0 FT) EAST OF THE CENTER OF AN OLD RAILROAD BED, AND
 RX0296'11.0 METERS (36.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD.
 RX0296'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 RX0296'THE MARK IS 0.5 M BELOW THE ROAD.
 RX0296
 RX0296                          STATION RECOVERY (2006)
 RX0296
 RX0296'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 RX0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0246 ***********************************************************************
 QY0246  DESIGNATION -  E 316
 QY0246  PID         -  QY0246
 QY0246  STATE/COUNTY-  MT/SILVER BOW
 QY0246  USGS QUAD   -  BUXTON (1996)
 QY0246
 QY0246                         *CURRENT SURVEY CONTROL
 QY0246  ___________________________________________________________________
 QY0246* NAD 83(1986)-  45 59 52.     (N)    112 39 51.     (W)     SCALED    
 QY0246* NAVD 88     -      1631.423  (meters)    5352.43   (feet)  ADJUSTED  
 QY0246  ___________________________________________________________________
 QY0246  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 QY0246  DYNAMIC HT  -        1630.781 (meters)    5350.32  (feet)  COMP
 QY0246  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 QY0246
 QY0246  VERT ORDER  -  FIRST     CLASS II
 QY0246
 QY0246.The horizontal coordinates were scaled from a topographic map and have
 QY0246.an estimated accuracy of +/- 6 seconds.
 QY0246
 QY0246.The orthometric height was determined by differential leveling
 QY0246.and adjusted by the National Geodetic Survey in June 1991..
 QY0246
 QY0246.The geoid height was determined by GEOID03.
 QY0246
 QY0246.The dynamic height is computed by dividing the NAVD 88
 QY0246.geopotential number by the normal gravity value computed on the
 QY0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0246.degrees latitude (g = 980.6199 gals.).
 QY0246
 QY0246.The modeled gravity was interpolated from observed gravity values.
 QY0246
 QY0246;                    North         East    Units  Estimated Accuracy
 QY0246;SPC MT       -   199,180.      355,060.      MT  (+/- 180 meters Scaled)
 QY0246
 QY0246                          SUPERSEDED SURVEY CONTROL
 QY0246
 QY0246  NGVD 29 (??/??/92) 1630.146  (m)         5348.24   (f) ADJ UNCH    1 2
 QY0246
 QY0246.Superseded values are not recommended for survey control.
 QY0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0246.See file dsdata.txt to determine how the superseded data were derived.
 QY0246
 QY0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR711951(NAD 83)
 QY0246_MARKER: DB = BENCH MARK DISK
 QY0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0246_SP_SET: PILLARS
 QY0246_STAMPING: E 316 1959
 QY0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0246
 QY0246  HISTORY     - Date     Condition        Report By
 QY0246  HISTORY     - 1959     MONUMENTED       CGS
 QY0246  HISTORY     - 1961     GOOD             USGS
 QY0246  HISTORY     - 1979     GOOD             NGS
 QY0246
 QY0246                          STATION DESCRIPTION
 QY0246
 QY0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0246'0.4 MI S FROM SILVER BOW.
 QY0246'0.4 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0246'SILVER BOW, IN THE NORTHWEST 1/4 OF SECTION 24, R 9 W, T 3 N, AT THE
 QY0246'U. S. HIGHWAY 91 OVERPASS, SET VERTICALLY IN THE NORTH FACE OF THE
 QY0246'MOST NORTHERLY ONE OF A ROW OF CONCRETE PILLARS ON THE EAST SIDE OF
 QY0246'THE TRACK, 11 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET ABOVE THE
 QY0246'GROUND.
 QY0246
 QY0246                          STATION RECOVERY (1961)
 QY0246
 QY0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QY0246'ABOUT 0.4 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 QY0246'STATION AT SILVER BOW, IN THE NORTHWEST 1/4 OF SECTION 24, R 9 W, T 3
 QY0246'N, AT THE STATE 423 SECONDARY OVERPASS, SET VERTICALLY IN THE NORTH
 QY0246'FACE OF THE MOST NORTHERLY OF A ROW OF CONCRETE PILLARS ON THE EAST
 QY0246'SIDE OF THE TRACK, 11 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET
 QY0246'ABOVE THE GROUND.
 QY0246
 QY0246                          STATION RECOVERY (1979)
 QY0246
 QY0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QY0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0335 ***********************************************************************
 RX0335  DESIGNATION -  E 317
 RX0335  PID         -  RX0335
 RX0335  STATE/COUNTY-  MT/JEFFERSON
 RX0335  USGS QUAD   -  WICKES (1996)
 RX0335
 RX0335                         *CURRENT SURVEY CONTROL
 RX0335  ___________________________________________________________________
 RX0335* NAD 83(1986)-  46 17 03.     (N)    112 07 27.     (W)     SCALED    
 RX0335* NAVD 88     -      1624.205  (meters)    5328.75   (feet)  ADJUSTED  
 RX0335  ___________________________________________________________________
 RX0335  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 RX0335  DYNAMIC HT  -        1623.660 (meters)    5326.96  (feet)  COMP
 RX0335  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 RX0335
 RX0335  VERT ORDER  -  FIRST     CLASS II
 RX0335
 RX0335.The horizontal coordinates were scaled from a topographic map and have
 RX0335.an estimated accuracy of +/- 6 seconds.
 RX0335
 RX0335.The orthometric height was determined by differential leveling
 RX0335.and adjusted by the National Geodetic Survey in June 1991..
 RX0335
 RX0335.The geoid height was determined by GEOID03.
 RX0335
 RX0335.The dynamic height is computed by dividing the NAVD 88
 RX0335.geopotential number by the normal gravity value computed on the
 RX0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0335.degrees latitude (g = 980.6199 gals.).
 RX0335
 RX0335.The modeled gravity was interpolated from observed gravity values.
 RX0335
 RX0335;                    North         East    Units  Estimated Accuracy
 RX0335;SPC MT       -   229,430.      397,910.      MT  (+/- 180 meters Scaled)
 RX0335
 RX0335                          SUPERSEDED SURVEY CONTROL
 RX0335
 RX0335  NGVD 29 (??/??/92) 1622.984  (m)         5324.74   (f) ADJ UNCH    1 2
 RX0335
 RX0335.Superseded values are not recommended for survey control.
 RX0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0335.See file dsdata.txt to determine how the superseded data were derived.
 RX0335
 RX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS134262(NAD 83)
 RX0335_MARKER: DB = BENCH MARK DISK
 RX0335_SETTING: 80 = SET IN A BOULDER
 RX0335_SP_SET: BOULDER
 RX0335_STAMPING: E 317 1959
 RX0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0335+STABILITY: SURFACE MOTION
 RX0335
 RX0335  HISTORY     - Date     Condition        Report By
 RX0335  HISTORY     - 1959     MONUMENTED       CGS
 RX0335
 RX0335                          STATION DESCRIPTION
 RX0335
 RX0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0335'3.5 MI N FROM BOULDER.
 RX0335'ABOUT 3.5 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0335'STATION AT BOULDER, OR ABOUT 3.1 MILES SOUTH ALONG THE GREAT NORTHERN
 RX0335'RAILWAY FROM THE STATION AT AMAZON, IN THE SOUTHEAST 1/4 OF SECTION 8,
 RX0335'R 4 W, T 6 N, 5 POLES SOUTHEAST OF A ROAD CROSSING, 10 POLES NORTHWEST
 RX0335'OF MILEPOST 246, 60 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP
 RX0335'OF A LARGE GRANITE BOULDER PROJECTING ABOUT 2 1/2 FEET, AT THE
 RX0335'NORTHWEST END OF A LONG DEEP CUT, 14 FEET NORTHEAST OF A POLE, 10 1/2
 RX0335'FEET NORTHEAST OF A FENCE, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 RX0335'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0261 ***********************************************************************
 PZ0261  DESIGNATION -  E 318
 PZ0261  PID         -  PZ0261
 PZ0261  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0261  USGS QUAD   -  DELL (1979)
 PZ0261
 PZ0261                         *CURRENT SURVEY CONTROL
 PZ0261  ___________________________________________________________________
 PZ0261* NAD 83(1986)-  44 43 06.     (N)    112 41 45.     (W)     SCALED    
 PZ0261* NAVD 88     -      1833.916  (meters)    6016.77   (feet)  ADJUSTED  
 PZ0261  ___________________________________________________________________
 PZ0261  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 PZ0261  DYNAMIC HT  -        1832.973 (meters)    6013.68  (feet)  COMP
 PZ0261  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 PZ0261
 PZ0261  VERT ORDER  -  FIRST     CLASS II
 PZ0261
 PZ0261.The horizontal coordinates were scaled from a topographic map and have
 PZ0261.an estimated accuracy of +/- 6 seconds.
 PZ0261
 PZ0261.The orthometric height was determined by differential leveling
 PZ0261.and adjusted by the National Geodetic Survey in June 1991..
 PZ0261
 PZ0261.The geoid height was determined by GEOID03.
 PZ0261
 PZ0261.The dynamic height is computed by dividing the NAVD 88
 PZ0261.geopotential number by the normal gravity value computed on the
 PZ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0261.degrees latitude (g = 980.6199 gals.).
 PZ0261
 PZ0261.The modeled gravity was interpolated from observed gravity values.
 PZ0261
 PZ0261;                    North         East    Units  Estimated Accuracy
 PZ0261;SPC MT       -    57,230.      346,810.      MT  (+/- 180 meters Scaled)
 PZ0261
 PZ0261                          SUPERSEDED SURVEY CONTROL
 PZ0261
 PZ0261  NGVD 29 (??/??/92) 1832.660  (m)         6012.65   (f) ADJ UNCH    1 2
 PZ0261
 PZ0261.Superseded values are not recommended for survey control.
 PZ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0261.See file dsdata.txt to determine how the superseded data were derived.
 PZ0261
 PZ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ656530(NAD 83)
 PZ0261_MARKER: DB = BENCH MARK DISK
 PZ0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0261_SP_SET: ABUTMENT
 PZ0261_STAMPING: E 318 1962
 PZ0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0261
 PZ0261  HISTORY     - Date     Condition        Report By
 PZ0261  HISTORY     - 1962     MONUMENTED       CGS
 PZ0261
 PZ0261                          STATION DESCRIPTION
 PZ0261
 PZ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0261'0.35 MI SE FROM DELL.
 PZ0261'0.35 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0261'AT DELL, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 PZ0261'ABUTMENT OF BRIDGE 287.65 OVER BIG SHEEP CREEK, 9.0 FEET NORTHEAST OF
 PZ0261'THE NORTHEAST RAIL, AND ABOUT 4 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0018 ***********************************************************************
 PZ0018  DESIGNATION -  E 319
 PZ0018  PID         -  PZ0018
 PZ0018  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0018  USGS QUAD   -  MONIDA (1968)
 PZ0018
 PZ0018                         *CURRENT SURVEY CONTROL
 PZ0018  ___________________________________________________________________
 PZ0018* NAD 83(1986)-  44 34 11.     (N)    112 21 26.     (W)     SCALED    
 PZ0018* NAVD 88     -      2048.012  (meters)    6719.19   (feet)  ADJUSTED  
 PZ0018  ___________________________________________________________________
 PZ0018  GEOID HEIGHT-         -10.04  (meters)                     GEOID03
 PZ0018  DYNAMIC HT  -        2046.808 (meters)    6715.24  (feet)  COMP
 PZ0018  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 PZ0018
 PZ0018  VERT ORDER  -  FIRST     CLASS II
 PZ0018
 PZ0018.The horizontal coordinates were scaled from a topographic map and have
 PZ0018.an estimated accuracy of +/- 6 seconds.
 PZ0018
 PZ0018.The orthometric height was determined by differential leveling
 PZ0018.and adjusted by the National Geodetic Survey in June 1991..
 PZ0018
 PZ0018.The geoid height was determined by GEOID03.
 PZ0018
 PZ0018.The dynamic height is computed by dividing the NAVD 88
 PZ0018.geopotential number by the normal gravity value computed on the
 PZ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0018.degrees latitude (g = 980.6199 gals.).
 PZ0018
 PZ0018.The modeled gravity was interpolated from observed gravity values.
 PZ0018
 PZ0018;                    North         East    Units  Estimated Accuracy
 PZ0018;SPC MT       -    39,680.      373,020.      MT  (+/- 180 meters Scaled)
 PZ0018
 PZ0018                          SUPERSEDED SURVEY CONTROL
 PZ0018
 PZ0018  NGVD 29 (??/??/92) 2046.628  (m)         6714.65   (f) ADJ UNCH    1 2
 PZ0018
 PZ0018.Superseded values are not recommended for survey control.
 PZ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0018.See file dsdata.txt to determine how the superseded data were derived.
 PZ0018
 PZ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ922360(NAD 83)
 PZ0018_MARKER: DB = BENCH MARK DISK
 PZ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0018_STAMPING: E 319 1962
 PZ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0018+STABILITY: SURFACE MOTION
 PZ0018
 PZ0018  HISTORY     - Date     Condition        Report By
 PZ0018  HISTORY     - 1962     MONUMENTED       CGS
 PZ0018  HISTORY     - 1967     GOOD             NGS
 PZ0018
 PZ0018                          STATION DESCRIPTION
 PZ0018
 PZ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0018'2.3 MI NW FROM MONIDA.
 PZ0018'2.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0018'AT MONIDA, 28 FEET SOUTH-SOUTHEAST OF MILEPOLE 267, 24 FEET
 PZ0018'NORTH-NORTHEAST OF THE NEAR RAIL, 72 FEET SOUTH-SOUTHWEST OF THE
 PZ0018'RIGHT-OF-WAY FENCE, 2.0 FEET EAST OF A WTIENSS POST, ABOUT LEVEL WITH
 PZ0018'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 PZ0018'ABOVE THE GROUND.
 PZ0018
 PZ0018                          STATION RECOVERY (1967)
 PZ0018
 PZ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0200 ***********************************************************************
 RV0200  DESIGNATION -  E 320
 RV0200  PID         -  RV0200
 RV0200  STATE/COUNTY-  MT/WHEATLAND
 RV0200  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0200
 RV0200                         *CURRENT SURVEY CONTROL
 RV0200  ___________________________________________________________________
 RV0200* NAD 83(1986)-  46 26 45.     (N)    109 28 12.     (W)     SCALED    
 RV0200* NAVD 88     -      1212.006  (meters)    3976.39   (feet)  ADJUSTED  
 RV0200  ___________________________________________________________________
 RV0200  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 RV0200  DYNAMIC HT  -        1211.779 (meters)    3975.64  (feet)  COMP
 RV0200  MODELED GRAV-     980,385.2   (mgal)                       NAVD 88
 RV0200
 RV0200  VERT ORDER  -  FIRST     CLASS II
 RV0200
 RV0200.The horizontal coordinates were scaled from a topographic map and have
 RV0200.an estimated accuracy of +/- 6 seconds.
 RV0200
 RV0200.The orthometric height was determined by differential leveling
 RV0200.and adjusted by the National Geodetic Survey in June 1991..
 RV0200
 RV0200.The geoid height was determined by GEOID03.
 RV0200
 RV0200.The dynamic height is computed by dividing the NAVD 88
 RV0200.geopotential number by the normal gravity value computed on the
 RV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0200.degrees latitude (g = 980.6199 gals.).
 RV0200
 RV0200.The modeled gravity was interpolated from observed gravity values.
 RV0200
 RV0200;                    North         East    Units  Estimated Accuracy
 RV0200;SPC MT       -   244,010.      602,300.      MT  (+/- 180 meters Scaled)
 RV0200
 RV0200                          SUPERSEDED SURVEY CONTROL
 RV0200
 RV0200  NGVD 29 (??/??/92) 1211.115  (m)         3973.47   (f) ADJ UNCH    1 2
 RV0200
 RV0200.Superseded values are not recommended for survey control.
 RV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0200.See file dsdata.txt to determine how the superseded data were derived.
 RV0200
 RV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS175447(NAD 83)
 RV0200_MARKER: DB = BENCH MARK DISK
 RV0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0200_STAMPING: E 320 1962
 RV0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0200+STABILITY: SURFACE MOTION
 RV0200
 RV0200  HISTORY     - Date     Condition        Report By
 RV0200  HISTORY     - 1962     MONUMENTED       CGS
 RV0200
 RV0200                          STATION DESCRIPTION
 RV0200
 RV0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0200'1.65 MI SE FROM HEDGESVILLE.
 RV0200'1.65 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0200'CROSSING AT HEDGESVILLE, 0.2 MILE WEST-NORTHWEST OF MILEPOST 80, 44
 RV0200'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A PRIVATE ROAD, 41
 RV0200'FEET NORTH-NORTHEAST F THE NEAR RAIL, 16 FEET EAST-SOUTHEAST OF THE
 RV0200'CENTER LINE OF A TRACK ROAD, 2.7 FEET SOUTH-SOUTHWEST OF A FENCE, 1.8
 RV0200'FEET WEST-NORTHWEST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE
 RV0200'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 RV0200'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0142 ***********************************************************************
 QY0142  DESIGNATION -  E 321
 QY0142  PID         -  QY0142
 QY0142  STATE/COUNTY-  MT/BEAVERHEAD
 QY0142  USGS QUAD   -  BOND (1979)
 QY0142
 QY0142                         *CURRENT SURVEY CONTROL
 QY0142  ___________________________________________________________________
 QY0142* NAD 83(1986)-  45 15 22.     (N)    112 38 30.     (W)     SCALED    
 QY0142* NAVD 88     -      1541.331  (meters)    5056.85   (feet)  ADJUSTED  
 QY0142  ___________________________________________________________________
 QY0142  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 QY0142  DYNAMIC HT  -        1540.702 (meters)    5054.79  (feet)  COMP
 QY0142  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 QY0142
 QY0142  VERT ORDER  -  FIRST     CLASS II
 QY0142
 QY0142.The horizontal coordinates were scaled from a topographic map and have
 QY0142.an estimated accuracy of +/- 6 seconds.
 QY0142
 QY0142.The orthometric height was determined by differential leveling
 QY0142.and adjusted by the National Geodetic Survey in June 1991..
 QY0142
 QY0142.The geoid height was determined by GEOID03.
 QY0142
 QY0142.The dynamic height is computed by dividing the NAVD 88
 QY0142.geopotential number by the normal gravity value computed on the
 QY0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0142.degrees latitude (g = 980.6199 gals.).
 QY0142
 QY0142.The modeled gravity was interpolated from observed gravity values.
 QY0142
 QY0142;                    North         East    Units  Estimated Accuracy
 QY0142;SPC MT       -   116,770.      353,500.      MT  (+/- 180 meters Scaled)
 QY0142
 QY0142                          SUPERSEDED SURVEY CONTROL
 QY0142
 QY0142  NGVD 29 (??/??/92) 1540.175  (m)         5053.06   (f) ADJ UNCH    1 2
 QY0142
 QY0142.Superseded values are not recommended for survey control.
 QY0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0142.See file dsdata.txt to determine how the superseded data were derived.
 QY0142
 QY0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR711127(NAD 83)
 QY0142_MARKER: DB = BENCH MARK DISK
 QY0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0142_SP_SET: CULVERT
 QY0142_STAMPING: E 321 1962
 QY0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0142
 QY0142  HISTORY     - Date     Condition        Report By
 QY0142  HISTORY     - 1962     MONUMENTED       CGS
 QY0142
 QY0142                          STATION DESCRIPTION
 QY0142
 QY0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0142'3.0 MI N FROM DILLON.
 QY0142'3.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0142'DILLON, ON THE INSIDE OF A CURVE IN U.S. HIGHWAY 91, 88 FEET EAST AND
 QY0142'ACROSS THE HIGHWAY FROM MILEPOLE 331, 13 1/2 FEET EAST OF THE CENTER
 QY0142'LINE OF THE HIGHWAY, IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END OF
 QY0142'THE EAST HEAD WALL OF AN 18-INCH PIPE CULVERT AND ABOUT 1/2 FOOT LOWER
 QY0142'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0188 ***********************************************************************
 QY0188  DESIGNATION -  E 322
 QY0188  PID         -  QY0188
 QY0188  STATE/COUNTY-  MT/BEAVERHEAD
 QY0188  USGS QUAD   -  EARLS GULCH (1988)
 QY0188
 QY0188                         *CURRENT SURVEY CONTROL
 QY0188  ___________________________________________________________________
 QY0188* NAD 83(1986)-  45 30 42.     (N)    112 42 07.     (W)     SCALED    
 QY0188* NAVD 88     -      1532.607  (meters)    5028.23   (feet)  ADJUSTED  
 QY0188  ___________________________________________________________________
 QY0188  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 QY0188  DYNAMIC HT  -        1531.982 (meters)    5026.18  (feet)  COMP
 QY0188  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 QY0188
 QY0188  VERT ORDER  -  FIRST     CLASS II
 QY0188
 QY0188.The horizontal coordinates were scaled from a topographic map and have
 QY0188.an estimated accuracy of +/- 6 seconds.
 QY0188
 QY0188.The orthometric height was determined by differential leveling
 QY0188.and adjusted by the National Geodetic Survey in June 1991..
 QY0188
 QY0188.The geoid height was determined by GEOID03.
 QY0188
 QY0188.The dynamic height is computed by dividing the NAVD 88
 QY0188.geopotential number by the normal gravity value computed on the
 QY0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0188.degrees latitude (g = 980.6199 gals.).
 QY0188
 QY0188.The modeled gravity was interpolated from observed gravity values.
 QY0188
 QY0188;                    North         East    Units  Estimated Accuracy
 QY0188;SPC MT       -   145,330.      349,930.      MT  (+/- 180 meters Scaled)
 QY0188
 QY0188                          SUPERSEDED SURVEY CONTROL
 QY0188
 QY0188  NGVD 29 (??/??/92) 1531.406  (m)         5024.29   (f) ADJ UNCH    1 2
 QY0188
 QY0188.Superseded values are not recommended for survey control.
 QY0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0188.See file dsdata.txt to determine how the superseded data were derived.
 QY0188
 QY0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR670412(NAD 83)
 QY0188_MARKER: DB = BENCH MARK DISK
 QY0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0188_STAMPING: E 322 1962
 QY0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0188+STABILITY: SURFACE MOTION
 QY0188
 QY0188  HISTORY     - Date     Condition        Report By
 QY0188  HISTORY     - 1962     MONUMENTED       CGS
 QY0188
 QY0188                          STATION DESCRIPTION
 QY0188
 QY0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0188'8.65 MI S FROM MELROSE.
 QY0188'8.65 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0188'SIGN AT MELROSE, 9 FEET SOUTH-SOUTHEAST OF THE FIFTH POLE NORTH OF
 QY0188'MILEPOLE 350, 29.0 FEET EAST OF THE EAST RAIL, 55 FEET WEST OF THE
 QY0188'CENTER LINE OF U.S. HIGHWAY 91, 1.0 FOOT WEST OF A FENCE, 1.2 FEET
 QY0188'NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN
 QY0188'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0122 ***********************************************************************
 QY0122  DESIGNATION -  E 323
 QY0122  PID         -  QY0122
 QY0122  STATE/COUNTY-  MT/BEAVERHEAD
 QY0122  USGS QUAD   -  DILLON WEST (1979)
 QY0122
 QY0122                         *CURRENT SURVEY CONTROL
 QY0122  ___________________________________________________________________
 QY0122* NAD 83(1986)-  45 08 09.     (N)    112 44 11.     (W)     SCALED    
 QY0122* NAVD 88     -      1601.583  (meters)    5254.53   (feet)  ADJUSTED  
 QY0122  ___________________________________________________________________
 QY0122  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 QY0122  DYNAMIC HT  -        1600.865 (meters)    5252.17  (feet)  COMP
 QY0122  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 QY0122
 QY0122  VERT ORDER  -  FIRST     CLASS II
 QY0122
 QY0122.The horizontal coordinates were scaled from a topographic map and have
 QY0122.an estimated accuracy of +/- 6 seconds.
 QY0122
 QY0122.The orthometric height was determined by differential leveling
 QY0122.and adjusted by the National Geodetic Survey in June 1991..
 QY0122
 QY0122.The geoid height was determined by GEOID03.
 QY0122
 QY0122.The dynamic height is computed by dividing the NAVD 88
 QY0122.geopotential number by the normal gravity value computed on the
 QY0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0122.degrees latitude (g = 980.6199 gals.).
 QY0122
 QY0122.The modeled gravity was interpolated from observed gravity values.
 QY0122
 QY0122;                    North         East    Units  Estimated Accuracy
 QY0122;SPC MT       -   103,720.      345,520.      MT  (+/- 180 meters Scaled)
 QY0122
 QY0122                          SUPERSEDED SURVEY CONTROL
 QY0122
 QY0122  NGVD 29 (??/??/92) 1600.382  (m)         5250.59   (f) ADJ UNCH    1 2
 QY0122
 QY0122.Superseded values are not recommended for survey control.
 QY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0122.See file dsdata.txt to determine how the superseded data were derived.
 QY0122
 QY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ634995(NAD 83)
 QY0122_MARKER: DB = BENCH MARK DISK
 QY0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0122_SP_SET: CULVERT
 QY0122_STAMPING: E 323 1962
 QY0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0122
 QY0122  HISTORY     - Date     Condition        Report By
 QY0122  HISTORY     - 1962     MONUMENTED       CGS
 QY0122
 QY0122                          STATION DESCRIPTION
 QY0122
 QY0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0122'7.3 MI SW FROM DILLON.
 QY0122'7.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0122'AT DILLON, 0.3 MILE NORTHEAST OF BARRATTS SIDING SIGN, DIRECTLY
 QY0122'OPPOSITE RAILROAD CULVERT 320.69, 1 POLE SOUTHWEST OF THE CROSSING OF
 QY0122'A GRAVELED ROAD SOUTHEAST TO TRI. STATE MINERALS COMPANY, IN THE TOP
 QY0122'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 36-INCH
 QY0122'PIPE CULVERT UNDER U.S. HIGHWAY 91, 37.0 FEET NORTHWEST OF THE
 QY0122'NORTHWEST RAIL, 25 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QY0122'HIGHWAY, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 1 FOOT
 QY0122'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0220 ***********************************************************************
 ST0220  DESIGNATION -  E 324
 ST0220  PID         -  ST0220
 ST0220  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0220  USGS QUAD   -  WOLF CREEK (1979)
 ST0220
 ST0220                         *CURRENT SURVEY CONTROL
 ST0220  ___________________________________________________________________
 ST0220* NAD 83(1986)-  47 06 06.     (N)    112 03 34.     (W)     SCALED    
 ST0220* NAVD 88     -      1213.588  (meters)    3981.58   (feet)  ADJUSTED  
 ST0220  ___________________________________________________________________
 ST0220  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 ST0220  DYNAMIC HT  -        1213.410 (meters)    3981.00  (feet)  COMP
 ST0220  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 ST0220
 ST0220  VERT ORDER  -  SECOND    CLASS 0
 ST0220
 ST0220.The horizontal coordinates were scaled from a topographic map and have
 ST0220.an estimated accuracy of +/- 6 seconds.
 ST0220
 ST0220.The orthometric height was determined by differential leveling
 ST0220.and adjusted by the National Geodetic Survey in June 1991..
 ST0220
 ST0220.The geoid height was determined by GEOID03.
 ST0220
 ST0220.The dynamic height is computed by dividing the NAVD 88
 ST0220.geopotential number by the normal gravity value computed on the
 ST0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0220.degrees latitude (g = 980.6199 gals.).
 ST0220
 ST0220.The modeled gravity was interpolated from observed gravity values.
 ST0220
 ST0220;                    North         East    Units  Estimated Accuracy
 ST0220;SPC MT       -   320,050.      405,860.      MT  (+/- 180 meters Scaled)
 ST0220
 ST0220                          SUPERSEDED SURVEY CONTROL
 ST0220
 ST0220  NGVD 29 (??/??/92) 1212.614  (m)         3978.38   (f) ADJ UNCH    2 0
 ST0220
 ST0220.Superseded values are not recommended for survey control.
 ST0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0220.See file dsdata.txt to determine how the superseded data were derived.
 ST0220
 ST0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT196170(NAD 83)
 ST0220_MARKER: DB = BENCH MARK DISK
 ST0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0220_STAMPING: E 324 1962
 ST0220_MARK LOGO: CGS   
 ST0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0220+STABILITY: SURFACE MOTION
 ST0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0220+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0220
 ST0220  HISTORY     - Date     Condition        Report By
 ST0220  HISTORY     - 1962     MONUMENTED       CGS
 ST0220  HISTORY     - 19961016 GOOD             NGS
 ST0220
 ST0220                          STATION DESCRIPTION
 ST0220
 ST0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0220'8.3 MI N FROM WOLF CREEK.
 ST0220'8.3 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0220'RAILWAY STATION AT WOLF CREEK, 81 FEET EAST-NORTHEAST OF THE CENTER
 ST0220'LINE OF THE HIGHWAY, 109 FEET SOUTHEAST OF THE CENTER OF THE
 ST0220'EAST-NORTHEAST END OF A 24-INCH PIPE CULVERT, 35 FEET SOUTH-SOUTHEAST
 ST0220'OF THE SOUTH-SOUTHEAST BANK OF A CREEK, 1.5 FEET WEST-SOUTHWEST OF A
 ST0220'FENCE, 2.3 FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 ST0220'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ST0220'FOOT ABOVE THE GROUND.
 ST0220
 ST0220                          STATION RECOVERY (1996)
 ST0220
 ST0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0220'14.2 MI (22.9 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE JUNCTION
 ST0220'OF STATE HIGHWAY 200, IN BOWMANS CORNER, 0.15 MI (0.24 KM) SOUTH OF
 ST0220'MILE POST 6, 81.0 FT (24.7 M) EAST OF THE CENTER OF THE HIGHWAY, 109.0
 ST0220'FT (33.2 M) SOUTHEAST OF A CULVERT UNDER THE HIGHWAY, 2.3 FT (0.7 M)
 ST0220'SOUTH OF A WITNESS POST AND 1.5 FT (0.5 M) WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0860 ***********************************************************************
 SS0860  DESIGNATION -  E 325
 SS0860  PID         -  SS0860
 SS0860  STATE/COUNTY-  MT/CASCADE
 SS0860  USGS QUAD   -  HARDY (1961)
 SS0860
 SS0860                         *CURRENT SURVEY CONTROL
 SS0860  ___________________________________________________________________
 SS0860* NAD 83(1986)-  47 09 10.     (N)    111 51 10.     (W)     SCALED    
 SS0860* NAVD 88     -      1043.321  (meters)    3422.96   (feet)  ADJUSTED  
 SS0860  ___________________________________________________________________
 SS0860  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 SS0860  DYNAMIC HT  -        1043.189 (meters)    3422.53  (feet)  COMP
 SS0860  MODELED GRAV-     980,451.5   (mgal)                       NAVD 88
 SS0860
 SS0860  VERT ORDER  -  FIRST     CLASS II
 SS0860
 SS0860.The horizontal coordinates were scaled from a topographic map and have
 SS0860.an estimated accuracy of +/- 6 seconds.
 SS0860
 SS0860.The orthometric height was determined by differential leveling
 SS0860.and adjusted by the National Geodetic Survey in June 1991..
 SS0860
 SS0860.The geoid height was determined by GEOID03.
 SS0860
 SS0860.The dynamic height is computed by dividing the NAVD 88
 SS0860.geopotential number by the normal gravity value computed on the
 SS0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0860.degrees latitude (g = 980.6199 gals.).
 SS0860
 SS0860.The modeled gravity was interpolated from observed gravity values.
 SS0860
 SS0860;                    North         East    Units  Estimated Accuracy
 SS0860;SPC MT       -   325,230.      421,700.      MT  (+/- 180 meters Scaled)
 SS0860
 SS0860                          SUPERSEDED SURVEY CONTROL
 SS0860
 SS0860  NGVD 29 (??/??/92) 1042.374  (m)         3419.86   (f) ADJ UNCH    1 2
 SS0860
 SS0860.Superseded values are not recommended for survey control.
 SS0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0860.See file dsdata.txt to determine how the superseded data were derived.
 SS0860
 SS0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT353224(NAD 83)
 SS0860_MARKER: DB = BENCH MARK DISK
 SS0860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0860_SP_SET: CUT BANK
 SS0860_STAMPING: E 325 1962
 SS0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0860
 SS0860  HISTORY     - Date     Condition        Report By
 SS0860  HISTORY     - 1962     MONUMENTED       CGS
 SS0860
 SS0860                          STATION DESCRIPTION
 SS0860
 SS0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0860'12.6 MI SW FROM CASCADE.
 SS0860'12.6 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0860'AT CASCADE, 123 FEET SOUTH OF MILEPOST 157, SET VERTICALLY IN THE EAST
 SS0860'FACE OF A CUT BANK, 10.4 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET
 SS0860'HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0229 ***********************************************************************
 RV0229  DESIGNATION -  E 326
 RV0229  PID         -  RV0229
 RV0229  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0229  USGS QUAD   -  CUSHMAN (1986)
 RV0229
 RV0229                         *CURRENT SURVEY CONTROL
 RV0229  ___________________________________________________________________
 RV0229* NAD 83(1986)-  46 17 03.     (N)    109 01 13.     (W)     SCALED    
 RV0229* NAVD 88     -      1093.094  (meters)    3586.26   (feet)  ADJUSTED  
 RV0229  ___________________________________________________________________
 RV0229  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 RV0229  DYNAMIC HT  -        1092.909 (meters)    3585.65  (feet)  COMP
 RV0229  MODELED GRAV-     980,408.0   (mgal)                       NAVD 88
 RV0229
 RV0229  VERT ORDER  -  FIRST     CLASS II
 RV0229
 RV0229.The horizontal coordinates were scaled from a topographic map and have
 RV0229.an estimated accuracy of +/- 6 seconds.
 RV0229
 RV0229.The orthometric height was determined by differential leveling
 RV0229.and adjusted by the National Geodetic Survey in June 1991..
 RV0229
 RV0229.The geoid height was determined by GEOID03.
 RV0229
 RV0229.The dynamic height is computed by dividing the NAVD 88
 RV0229.geopotential number by the normal gravity value computed on the
 RV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0229.degrees latitude (g = 980.6199 gals.).
 RV0229
 RV0229.The modeled gravity was interpolated from observed gravity values.
 RV0229
 RV0229;                    North         East    Units  Estimated Accuracy
 RV0229;SPC MT       -   226,160.      636,950.      MT  (+/- 180 meters Scaled)
 RV0229
 RV0229                          SUPERSEDED SURVEY CONTROL
 RV0229
 RV0229  NGVD 29 (??/??/92) 1092.26   (m)         3583.5    (f) COMPUTED    1 2
 RV0229
 RV0229.Superseded values are not recommended for survey control.
 RV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0229.See file dsdata.txt to determine how the superseded data were derived.
 RV0229
 RV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS525275(NAD 83)
 RV0229_MARKER: DB = BENCH MARK DISK
 RV0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0229_STAMPING: E 326 1962
 RV0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0229+STABILITY: SURFACE MOTION
 RV0229
 RV0229  HISTORY     - Date     Condition        Report By
 RV0229  HISTORY     - 1962     MONUMENTED       CGS
 RV0229
 RV0229                          STATION DESCRIPTION
 RV0229
 RV0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0229'1.1 MI E FROM CUSHMAN.
 RV0229'1.1 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD CROSSING
 RV0229'AT CUSHMAN, 66 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK FROM MILEPOST
 RV0229'55, 48 FEET SOUTH OF THE SOUTH RAIL, 7.0 FEET SOUTHWEST OF A TELEPHONE
 RV0229'POLE, 2.0 FEET SOUTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST,
 RV0229'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RV0229'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0224 ***********************************************************************
 RV0224  DESIGNATION -  E 327
 RV0224  PID         -  RV0224
 RV0224  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0224  USGS QUAD   -  CUSHMAN (1986)
 RV0224
 RV0224                         *CURRENT SURVEY CONTROL
 RV0224  ___________________________________________________________________
 RV0224* NAD 83(1986)-  46 18 31.     (N)    109 04 57.     (W)     SCALED    
 RV0224* NAVD 88     -      1085.712  (meters)    3562.04   (feet)  ADJUSTED  
 RV0224  ___________________________________________________________________
 RV0224  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 RV0224  DYNAMIC HT  -        1085.529 (meters)    3561.44  (feet)  COMP
 RV0224  MODELED GRAV-     980,408.7   (mgal)                       NAVD 88
 RV0224
 RV0224  VERT ORDER  -  FIRST     CLASS II
 RV0224
 RV0224.The horizontal coordinates were scaled from a topographic map and have
 RV0224.an estimated accuracy of +/- 6 seconds.
 RV0224
 RV0224.The orthometric height was determined by differential leveling
 RV0224.and adjusted by the National Geodetic Survey in June 1991..
 RV0224
 RV0224.The geoid height was determined by GEOID03.
 RV0224
 RV0224.The dynamic height is computed by dividing the NAVD 88
 RV0224.geopotential number by the normal gravity value computed on the
 RV0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0224.degrees latitude (g = 980.6199 gals.).
 RV0224
 RV0224.The modeled gravity was interpolated from observed gravity values.
 RV0224
 RV0224;                    North         East    Units  Estimated Accuracy
 RV0224;SPC MT       -   228,850.      632,140.      MT  (+/- 180 meters Scaled)
 RV0224
 RV0224                          SUPERSEDED SURVEY CONTROL
 RV0224
 RV0224  NGVD 29 (??/??/92) 1084.872  (m)         3559.28   (f) ADJ UNCH    1 2
 RV0224
 RV0224.Superseded values are not recommended for survey control.
 RV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0224.See file dsdata.txt to determine how the superseded data were derived.
 RV0224
 RV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS476301(NAD 83)
 RV0224_MARKER: DB = BENCH MARK DISK
 RV0224_SETTING: 80 = SET IN A BOULDER
 RV0224_SP_SET: BOULDER
 RV0224_STAMPING: E 327 1962
 RV0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0224+STABILITY: SURFACE MOTION
 RV0224
 RV0224  HISTORY     - Date     Condition        Report By
 RV0224  HISTORY     - 1962     MONUMENTED       CGS
 RV0224  HISTORY     - 1981     MARK NOT FOUND   USGS
 RV0224
 RV0224                          STATION DESCRIPTION
 RV0224
 RV0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0224'2.5 MI NW FROM CUSHMAN.
 RV0224'2.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0224'CROSSING AT CUSHMAN, 10.5 FEET NORTHEAST OF THE 17TH POLE SOUTHEAST OF
 RV0224'MILEPOST 59, IN THE TOP OF A 6- BY 10-FOOT SANDSTONE BOULDER, 34.5
 RV0224'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 216 FEET WEST-NORTHWEST OF THE
 RV0224'SOUTHWEST END OF 18-INCH PIPE CULVERT 58.4, 13.6 FEET NORTHEAST OF A
 RV0224'FENCE, ABOUT LEVEL WITH THE TRACK, AND 1 FOOT ABOVE THE GROUND.
 RV0224
 RV0224                          STATION RECOVERY (1981)
 RV0224
 RV0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RV0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0772 ***********************************************************************
 SS0772  DESIGNATION -  E 328
 SS0772  PID         -  SS0772
 SS0772  STATE/COUNTY-  MT/CASCADE
 SS0772  USGS QUAD   -  TRULY (1965)
 SS0772
 SS0772                         *CURRENT SURVEY CONTROL
 SS0772  ___________________________________________________________________
 SS0772* NAD 83(1986)-  47 19 03.     (N)    111 25 39.     (W)     SCALED    
 SS0772* NAVD 88     -      1036.847  (meters)    3401.72   (feet)  ADJUSTED  
 SS0772  ___________________________________________________________________
 SS0772  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SS0772  DYNAMIC HT  -        1036.752 (meters)    3401.41  (feet)  COMP
 SS0772  MODELED GRAV-     980,486.3   (mgal)                       NAVD 88
 SS0772
 SS0772  VERT ORDER  -  SECOND    CLASS 0
 SS0772
 SS0772.The horizontal coordinates were scaled from a topographic map and have
 SS0772.an estimated accuracy of +/- 6 seconds.
 SS0772
 SS0772.The orthometric height was determined by differential leveling
 SS0772.and adjusted by the National Geodetic Survey in June 1991..
 SS0772
 SS0772.The geoid height was determined by GEOID03.
 SS0772
 SS0772.The dynamic height is computed by dividing the NAVD 88
 SS0772.geopotential number by the normal gravity value computed on the
 SS0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0772.degrees latitude (g = 980.6199 gals.).
 SS0772
 SS0772.The modeled gravity was interpolated from observed gravity values.
 SS0772
 SS0772;                    North         East    Units  Estimated Accuracy
 SS0772;SPC MT       -   342,650.      454,370.      MT  (+/- 180 meters Scaled)
 SS0772
 SS0772                          SUPERSEDED SURVEY CONTROL
 SS0772
 SS0772  NGVD 29 (??/??/92) 1035.927  (m)         3398.70   (f) ADJ UNCH    2 0
 SS0772
 SS0772.Superseded values are not recommended for survey control.
 SS0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0772.See file dsdata.txt to determine how the superseded data were derived.
 SS0772
 SS0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT676405(NAD 83)
 SS0772_MARKER: DB = BENCH MARK DISK
 SS0772_SETTING: 66 = SET IN ROCK OUTCROP
 SS0772_SP_SET: ROCK CLIFF
 SS0772_STAMPING: E 328 1962
 SS0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0772+STABILITY: POSITION/ELEVATION WELL
 SS0772
 SS0772  HISTORY     - Date     Condition        Report By
 SS0772  HISTORY     - 1962     MONUMENTED       CGS
 SS0772
 SS0772                          STATION DESCRIPTION
 SS0772
 SS0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0772'9.5 MI N FROM SPANISH COULEE SCHOOL.
 SS0772'9.5 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0772'0.35 MILE NORTH-NORTHWEST OF THE JUNCTION OF A ROAD EAST, ACROSS THE
 SS0772'ROAD FROM A FARMHOUSE, AT THE CROSSING OF A POWER LINE, SET VERTICALLY
 SS0772'IN THE WEST FACE OF A ROCK CLIFF, 30 FEET EAST OF THE CENTER LINE OF
 SS0772'THE ROAD, 40 FEET NORTH OF A POWER POLE, ABOUT LEVEL WITH THE ROAD,
 SS0772'AND 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0101 ***********************************************************************
 QX0101  DESIGNATION -  E 33
 QX0101  PID         -  QX0101
 QX0101  STATE/COUNTY-  MT/PARK
 QX0101  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0101
 QX0101                         *CURRENT SURVEY CONTROL
 QX0101  ___________________________________________________________________
 QX0101* NAD 83(1986)-  45 04 03.     (N)    110 46 28.     (W)     SCALED    
 QX0101* NAVD 88     -      1575.485  (meters)    5168.90   (feet)  POSTED    
 QX0101  ___________________________________________________________________
 QX0101  GEOID HEIGHT-          -8.70  (meters)                     GEOID03
 QX0101  DYNAMIC HT  -        1574.740 (meters)    5166.46  (feet)  COMP
 QX0101  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 QX0101
 QX0101  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0101
 QX0101.The horizontal coordinates were scaled from a topographic map and have
 QX0101.an estimated accuracy of +/- 6 seconds.
 QX0101
 QX0101.The orthometric height was determined by differential leveling
 QX0101.and adjusted by the National Geodetic Survey in 1992..
 QX0101.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0101.rate of 0.0 thru 1.0 mm/km.
 QX0101
 QX0101.The geoid height was determined by GEOID03.
 QX0101
 QX0101.The dynamic height is computed by dividing the NAVD 88
 QX0101.geopotential number by the normal gravity value computed on the
 QX0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0101.degrees latitude (g = 980.6199 gals.).
 QX0101
 QX0101.The modeled gravity was interpolated from observed gravity values.
 QX0101
 QX0101;                    North         East    Units  Estimated Accuracy
 QX0101;SPC MT       -    91,680.      499,640.      MT  (+/- 180 meters Scaled)
 QX0101
 QX0101                          SUPERSEDED SURVEY CONTROL
 QX0101
 QX0101  NGVD 29 (??/??/92) 1574.221  (m)         5164.76   (f) ADJ UNCH    1 2
 QX0101
 QX0101.Superseded values are not recommended for survey control.
 QX0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0101.See file dsdata.txt to determine how the superseded data were derived.
 QX0101
 QX0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ177904(NAD 83)
 QX0101_MARKER: DB = BENCH MARK DISK
 QX0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0101_SP_SET: CULVERT
 QX0101_STAMPING: E 33 1923 5164.797
 QX0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0101
 QX0101  HISTORY     - Date     Condition        Report By
 QX0101  HISTORY     - 1923     MONUMENTED       CGS
 QX0101  HISTORY     - 1960     GOOD             NGS
 QX0101
 QX0101                          STATION DESCRIPTION
 QX0101
 QX0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0101'4.2 MI NW FROM GARDINER.
 QX0101'ABOUT 4.2 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0101'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 8, T 9 S, R 8 E, 0.3
 QX0101'MILE NORTHWEST OF MILEPOST 50, 15 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 QX0101'RAIL, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 QX0101'HEADWALL, OF A CONCRETE CULVERT, 0.1 SOUTHEAST OF A RANCH HOUSE WHICH
 QX0101'IS IN A GROVE OF TREES ON THE NORTHEAST SIDE OF THE TRACK, 0.2 MILE
 QX0101'SOUTHEAST OF AN OLD SECTION HOUSE, AND ABOUT 4 FEET BELOW THE LEVEL OF
 QX0101'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0015 ***********************************************************************
 QU0015  DESIGNATION -  E 34
 QU0015  PID         -  QU0015
 QU0015  STATE/COUNTY-  MT/CARTER
 QU0015  USGS QUAD   -  CAPITOL ROCK (1993)
 QU0015
 QU0015                         *CURRENT SURVEY CONTROL
 QU0015  ___________________________________________________________________
 QU0015* NAD 83(1986)-  45 32 19.     (N)    104 06 14.     (W)     SCALED    
 QU0015* NAVD 88     -      1011.840  (meters)    3319.68   (feet)  ADJUSTED  
 QU0015  ___________________________________________________________________
 QU0015  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 QU0015  DYNAMIC HT  -        1011.627 (meters)    3318.98  (feet)  COMP
 QU0015  MODELED GRAV-     980,370.3   (mgal)                       NAVD 88
 QU0015
 QU0015  VERT ORDER  -  FIRST     CLASS II
 QU0015
 QU0015.The horizontal coordinates were scaled from a topographic map and have
 QU0015.an estimated accuracy of +/- 6 seconds.
 QU0015
 QU0015.The orthometric height was determined by differential leveling
 QU0015.and adjusted by the National Geodetic Survey in June 1991..
 QU0015
 QU0015.The geoid height was determined by GEOID03.
 QU0015
 QU0015.The dynamic height is computed by dividing the NAVD 88
 QU0015.geopotential number by the normal gravity value computed on the
 QU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0015.degrees latitude (g = 980.6199 gals.).
 QU0015
 QU0015.The modeled gravity was interpolated from observed gravity values.
 QU0015
 QU0015;                    North         East    Units  Estimated Accuracy
 QU0015;SPC MT       -   157,720.    1,021,010.      MT  (+/- 180 meters Scaled)
 QU0015
 QU0015                          SUPERSEDED SURVEY CONTROL
 QU0015
 QU0015  NGVD 29 (??/??/92) 1011.275  (m)         3317.82   (f) ADJ UNCH    1 2
 QU0015
 QU0015.Superseded values are not recommended for survey control.
 QU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0015.See file dsdata.txt to determine how the superseded data were derived.
 QU0015
 QU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL699431(NAD 83)
 QU0015_MARKER: DB = BENCH MARK DISK
 QU0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0015_STAMPING: E 34 1934
 QU0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0015+STABILITY: SURFACE MOTION
 QU0015
 QU0015  HISTORY     - Date     Condition        Report By
 QU0015  HISTORY     - 1934     MONUMENTED       CGS
 QU0015  HISTORY     - 1953     GOOD             NGS
 QU0015
 QU0015                          STATION DESCRIPTION
 QU0015
 QU0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0015'6.9 MI W FROM CAMP COOK.
 QU0015'IN CARTER COUNTY, MONTANA, 6.9 MILES WEST ALONG THE ROAD TO
 QU0015'BROADUS FROM CAMP COOK, HARDING COUNTY, SOUTH DAKOTA, 60 FEET
 QU0015'SOUTH OF THE CENTERLINE OF THE ROAD, 39 FEET SOUTH OF THE
 QU0015'RIGHT-OF-WAY FENCE, 42 FEET SOUTH OF A GATE TO A RANCH HOUSE,
 QU0015'AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED E 34 1934
 QU0015'AND SET IN THE TOP OF A CONCRETE POST.
 QU0015
 QU0015                          STATION RECOVERY (1953)
 QU0015
 QU0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QU0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0129 ***********************************************************************
 RU0129  DESIGNATION -  E 35
 RU0129  PID         -  RU0129
 RU0129  STATE/COUNTY-  MT/ROSEBUD
 RU0129  USGS QUAD   -  NICHOLS (1984)
 RU0129
 RU0129                         *CURRENT SURVEY CONTROL
 RU0129  ___________________________________________________________________
 RU0129* NAD 83(1986)-  46 19 42.     (N)    106 51 19.     (W)     SCALED    
 RU0129* NAVD 88     -       785.790  (meters)    2578.05   (feet)  ADJUSTED  
 RU0129  ___________________________________________________________________
 RU0129  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 RU0129  DYNAMIC HT  -         785.714 (meters)    2577.80  (feet)  COMP
 RU0129  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 RU0129
 RU0129  VERT ORDER  -  FIRST     CLASS II
 RU0129
 RU0129.The horizontal coordinates were scaled from a topographic map and have
 RU0129.an estimated accuracy of +/- 6 seconds.
 RU0129
 RU0129.The orthometric height was determined by differential leveling
 RU0129.and adjusted by the National Geodetic Survey in June 1991..
 RU0129
 RU0129.The geoid height was determined by GEOID03.
 RU0129
 RU0129.The dynamic height is computed by dividing the NAVD 88
 RU0129.geopotential number by the normal gravity value computed on the
 RU0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0129.degrees latitude (g = 980.6199 gals.).
 RU0129
 RU0129.The modeled gravity was interpolated from observed gravity values.
 RU0129
 RU0129;                    North         East    Units  Estimated Accuracy
 RU0129;SPC MT       -   234,390.      803,510.      MT  (+/- 180 meters Scaled)
 RU0129
 RU0129                          SUPERSEDED SURVEY CONTROL
 RU0129
 RU0129  NGVD 29 (??/??/92)  785.168  (m)         2576.01   (f) ADJ UNCH    1 2
 RU0129
 RU0129.Superseded values are not recommended for survey control.
 RU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0129.See file dsdata.txt to determine how the superseded data were derived.
 RU0129
 RU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM571322(NAD 83)
 RU0129_MARKER: DB = BENCH MARK DISK
 RU0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0129_STAMPING: E 35 1931 2576.005
 RU0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0129+STABILITY: SURFACE MOTION
 RU0129
 RU0129  HISTORY     - Date     Condition        Report By
 RU0129  HISTORY     - 1931     MONUMENTED       CGS
 RU0129  HISTORY     - 1960     GOOD             NGS
 RU0129
 RU0129                          STATION DESCRIPTION
 RU0129
 RU0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0129'9.1 MI NW FROM FORSYTH.
 RU0129'ABOUT 9.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RU0129'PACIFIC RAILROAD FROM THE STATION AT FORSYTH, 9 FEET SOUTHWEST OF THE
 RU0129'2ND TELEPHONE POLE NORTHWEST OF MILEPOST 1173, IN SECTION 28, R 39 E,
 RU0129'T 7 N, 49 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 153 FEET SOUTHWEST AND
 RU0129'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 335 FEET
 RU0129'SOUTHEAST OF A 24 INCH COTTON WOOD TREE, 2 FEET SOUTHWEST OF A FENCE
 RU0129'1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 RU0129'TRACK, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0527 ***********************************************************************
 SU0527  DESIGNATION -  E 351
 SU0527  PID         -  SU0527
 SU0527  STATE/COUNTY-  MT/MINERAL
 SU0527  USGS QUAD   -  SALTESE (1988)
 SU0527
 SU0527                         *CURRENT SURVEY CONTROL
 SU0527  ___________________________________________________________________
 SU0527* NAD 83(1986)-  47 24 35.     (N)    115 30 54.     (W)     SCALED    
 SU0527* NAVD 88     -      1029.062  (meters)    3376.18   (feet)  ADJUSTED  
 SU0527  ___________________________________________________________________
 SU0527  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 SU0527  DYNAMIC HT  -        1028.963 (meters)    3375.86  (feet)  COMP
 SU0527  MODELED GRAV-     980,482.0   (mgal)                       NAVD 88
 SU0527
 SU0527  VERT ORDER  -  SECOND    CLASS 0
 SU0527
 SU0527.The horizontal coordinates were scaled from a topographic map and have
 SU0527.an estimated accuracy of +/- 6 seconds.
 SU0527
 SU0527.The orthometric height was determined by differential leveling
 SU0527.and adjusted by the National Geodetic Survey in June 1991..
 SU0527
 SU0527.The geoid height was determined by GEOID03.
 SU0527
 SU0527.The dynamic height is computed by dividing the NAVD 88
 SU0527.geopotential number by the normal gravity value computed on the
 SU0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0527.degrees latitude (g = 980.6199 gals.).
 SU0527
 SU0527.The modeled gravity was interpolated from observed gravity values.
 SU0527
 SU0527;                    North         East    Units  Estimated Accuracy
 SU0527;SPC MT       -   368,510.      146,740.      MT  (+/- 180 meters Scaled)
 SU0527
 SU0527                          SUPERSEDED SURVEY CONTROL
 SU0527
 SU0527  NGVD 29 (??/??/92) 1027.870  (m)         3372.27   (f) ADJ UNCH    2 0
 SU0527
 SU0527.Superseded values are not recommended for survey control.
 SU0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0527.See file dsdata.txt to determine how the superseded data were derived.
 SU0527
 SU0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN120517(NAD 83)
 SU0527_MARKER: DB = BENCH MARK DISK
 SU0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0527_SP_SET: CULVERT
 SU0527_STAMPING: E 351 1935
 SU0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0527
 SU0527  HISTORY     - Date     Condition        Report By
 SU0527  HISTORY     - 1935     MONUMENTED       CGS
 SU0527  HISTORY     - 1956     GOOD             NGS
 SU0527
 SU0527                          STATION DESCRIPTION
 SU0527
 SU0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0527'IN SALTESE.
 SU0527'AT SALTESE, MINERAL COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 700 FEET
 SU0527'WEST OF THE STATION, 0.4 MILE WEST OF MILEPOST 25, 105 FEET NORTHWEST
 SU0527'OF THE CENTER OF A ROAD CROSSING, 16 FEET NORTH OF THE CENTERLINE OF
 SU0527'THE NEAR TRACK, 11.5 FEET NORTHWEST OF A SWITCH STAND, AT A CONCRETE
 SU0527'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, AND 1 FOOT
 SU0527'SOUTHWEST OF THE WEST END OF AN IRON GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0429 ***********************************************************************
 SU0429  DESIGNATION -  E 352
 SU0429  PID         -  SU0429
 SU0429  STATE/COUNTY-  MT/MINERAL
 SU0429  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU0429
 SU0429                         *CURRENT SURVEY CONTROL
 SU0429  ___________________________________________________________________
 SU0429* NAD 83(1986)-  47 21 05.     (N)    115 10 46.     (W)     SCALED    
 SU0429* NAVD 88     -      1083.078  (meters)    3553.40   (feet)  ADJUSTED  
 SU0429  ___________________________________________________________________
 SU0429  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU0429  DYNAMIC HT  -        1082.922 (meters)    3552.89  (feet)  COMP
 SU0429  MODELED GRAV-     980,432.5   (mgal)                       NAVD 88
 SU0429
 SU0429  VERT ORDER  -  SECOND    CLASS 0
 SU0429
 SU0429.The horizontal coordinates were scaled from a topographic map and have
 SU0429.an estimated accuracy of +/- 6 seconds.
 SU0429
 SU0429.The orthometric height was determined by differential leveling
 SU0429.and adjusted by the National Geodetic Survey in June 1991..
 SU0429
 SU0429.The geoid height was determined by GEOID03.
 SU0429
 SU0429.The dynamic height is computed by dividing the NAVD 88
 SU0429.geopotential number by the normal gravity value computed on the
 SU0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0429.degrees latitude (g = 980.6199 gals.).
 SU0429
 SU0429.The modeled gravity was interpolated from observed gravity values.
 SU0429
 SU0429;                    North         East    Units  Estimated Accuracy
 SU0429;SPC MT       -   360,160.      171,510.      MT  (+/- 180 meters Scaled)
 SU0429
 SU0429                          SUPERSEDED SURVEY CONTROL
 SU0429
 SU0429  NGVD 29 (??/??/92) 1081.871  (m)         3549.44   (f) ADJ UNCH    2 0
 SU0429
 SU0429.Superseded values are not recommended for survey control.
 SU0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0429.See file dsdata.txt to determine how the superseded data were derived.
 SU0429
 SU0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN374458(NAD 83)
 SU0429_MARKER: DB = BENCH MARK DISK
 SU0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0429_STAMPING: E 352 1935
 SU0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0429+STABILITY: SURFACE MOTION
 SU0429
 SU0429  HISTORY     - Date     Condition        Report By
 SU0429  HISTORY     - 1935     MONUMENTED       CGS
 SU0429  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0429
 SU0429                          STATION DESCRIPTION
 SU0429
 SU0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0429'7.2 MI W FROM ST REGIS.
 SU0429'7.2 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0429'STATION AT ST. REGIS, MINERAL COUNTY, 1.6 MILES EAST OF CAMELS HUMP
 SU0429'MOUNTAIN, 175 FEET SOUTH OF A CURVE IN THE HIGHWAY, 140 FEET NORTHEAST
 SU0429'OF A CURVE, 54.5 FEET NORTHEAST OF THE NORTH END OF A GUARDRAIL, 28.1
 SU0429'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A 16-INCH
 SU0429'PINE TREE, AND ABOUT 2 FEET ABOVE THE HIGHWAY.  A STANDARD DISK SET IN
 SU0429'THE TOP OF A CONCRETE POST.
 SU0429
 SU0429                          STATION RECOVERY (1982)
 SU0429
 SU0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0009 ***********************************************************************
 SQ0009  DESIGNATION -  E 355
 SQ0009  PID         -  SQ0009
 SQ0009  STATE/COUNTY-  MT/MCCONE
 SQ0009  USGS QUAD   -  BOBCAT CREEK (1972)
 SQ0009
 SQ0009                         *CURRENT SURVEY CONTROL
 SQ0009  ___________________________________________________________________
 SQ0009* NAD 83(1986)-  47 57 31.     (N)    106 15 17.     (W)     SCALED    
 SQ0009* NAVD 88     -       806.963  (meters)    2647.51   (feet)  ADJUSTED  
 SQ0009  ___________________________________________________________________
 SQ0009  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 SQ0009  DYNAMIC HT  -         807.022 (meters)    2647.70  (feet)  COMP
 SQ0009  MODELED GRAV-     980,656.6   (mgal)                       NAVD 88
 SQ0009
 SQ0009  VERT ORDER  -  FIRST     CLASS II
 SQ0009
 SQ0009.The horizontal coordinates were scaled from a topographic map and have
 SQ0009.an estimated accuracy of +/- 6 seconds.
 SQ0009
 SQ0009.The orthometric height was determined by differential leveling
 SQ0009.and adjusted by the National Geodetic Survey in June 1991..
 SQ0009
 SQ0009.The geoid height was determined by GEOID03.
 SQ0009
 SQ0009.The dynamic height is computed by dividing the NAVD 88
 SQ0009.geopotential number by the normal gravity value computed on the
 SQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0009.degrees latitude (g = 980.6199 gals.).
 SQ0009
 SQ0009.The modeled gravity was interpolated from observed gravity values.
 SQ0009
 SQ0009;                    North         East    Units  Estimated Accuracy
 SQ0009;SPC MT       -   417,110.      842,190.      MT  (+/- 180 meters Scaled)
 SQ0009
 SQ0009                          SUPERSEDED SURVEY CONTROL
 SQ0009
 SQ0009  NGVD 29 (??/??/92)  806.337  (m)         2645.46   (f) ADJ UNCH    1 2
 SQ0009
 SQ0009.Superseded values are not recommended for survey control.
 SQ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0009.See file dsdata.txt to determine how the superseded data were derived.
 SQ0009
 SQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP063124(NAD 83)
 SQ0009_MARKER: DB = BENCH MARK DISK
 SQ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0009_STAMPING: E 355 1948
 SQ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0009+STABILITY: SURFACE MOTION
 SQ0009
 SQ0009  HISTORY     - Date     Condition        Report By
 SQ0009  HISTORY     - 1948     MONUMENTED       CGS
 SQ0009  HISTORY     - 1973     GOOD             USGS
 SQ0009
 SQ0009                          STATION DESCRIPTION
 SQ0009
 SQ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0009'10.6 MI SE FROM FORT PECK.
 SQ0009'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0009'PECK DAM AT FORT PECK, THENCE 7.65 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0009'ROAD, ON TOP OF A RISE, 93 YARDS (PACED) NORTH OF THE CENTER OF A
 SQ0009'JUNCTION WITH A DIM TRAIL LEADING SOUTHWEST, 37.0 FEET WEST OF THE
 SQ0009'CENTER LINE OF THE ROAD, 2.7 FEET SOUTHWEST OF A REFERENCE POST, AND
 SQ0009'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SQ0009'GROUND.  NOTE-- 9.1 MI SE ALONG ST HWY 24 FROM THE EAST END OF THE
 SQ0009'FORT PECK DAM.  150 FT E OF HIGHWAY AND ABOUT 35 FT W OF ABANDONED
 SQ0009'ROAD.  WITNESS POST GONE.
 SQ0009
 SQ0009                          STATION RECOVERY (1973)
 SQ0009
 SQ0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0137 ***********************************************************************
 TJ0137  DESIGNATION -  E 356
 TJ0137  PID         -  TJ0137
 TJ0137  STATE/COUNTY-  MT/VALLEY
 TJ0137  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0137
 TJ0137                         *CURRENT SURVEY CONTROL
 TJ0137  ___________________________________________________________________
 TJ0137* NAD 83(1986)-  48 04 30.     (N)    106 20 26.     (W)     SCALED    
 TJ0137* NAVD 88     -       621.033  (meters)    2037.51   (feet)  ADJUSTED  
 TJ0137  ___________________________________________________________________
 TJ0137  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TJ0137  DYNAMIC HT  -         621.093 (meters)    2037.70  (feet)  COMP
 TJ0137  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 TJ0137
 TJ0137  VERT ORDER  -  FIRST     CLASS II
 TJ0137
 TJ0137.The horizontal coordinates were scaled from a topographic map and have
 TJ0137.an estimated accuracy of +/- 6 seconds.
 TJ0137
 TJ0137.The orthometric height was determined by differential leveling
 TJ0137.and adjusted by the National Geodetic Survey in June 1991..
 TJ0137
 TJ0137.The geoid height was determined by GEOID03.
 TJ0137
 TJ0137.The dynamic height is computed by dividing the NAVD 88
 TJ0137.geopotential number by the normal gravity value computed on the
 TJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0137.degrees latitude (g = 980.6199 gals.).
 TJ0137
 TJ0137.The modeled gravity was interpolated from observed gravity values.
 TJ0137
 TJ0137;                    North         East    Units  Estimated Accuracy
 TJ0137;SPC MT       -   429,780.      835,270.      MT  (+/- 180 meters Scaled)
 TJ0137
 TJ0137                          SUPERSEDED SURVEY CONTROL
 TJ0137
 TJ0137  NGVD 29 (??/??/92)  620.399  (m)         2035.43   (f) ADJ UNCH    1 2
 TJ0137
 TJ0137.Superseded values are not recommended for survey control.
 TJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0137.See file dsdata.txt to determine how the superseded data were derived.
 TJ0137
 TJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP001255(NAD 83)
 TJ0137_MARKER: DB = BENCH MARK DISK
 TJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0137_STAMPING: E 356 1948
 TJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0137+STABILITY: SURFACE MOTION
 TJ0137
 TJ0137  HISTORY     - Date     Condition        Report By
 TJ0137  HISTORY     - 1948     MONUMENTED       CGS
 TJ0137  HISTORY     - 1972     GOOD             USGS
 TJ0137
 TJ0137                          STATION DESCRIPTION
 TJ0137
 TJ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0137'4.3 MI SW FROM WIOTA.
 TJ0137'4.3 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TJ0137'AT WIOTA, 271.0 FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 TJ0137'45.9 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 2.2 FEET WEST OF A
 TJ0137'REFERENCE POST, 1.5 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A
 TJ0137'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 TJ0137
 TJ0137                          STATION RECOVERY (1972)
 TJ0137
 TJ0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0029 ***********************************************************************
 SQ0029  DESIGNATION -  E 357
 SQ0029  PID         -  SQ0029
 SQ0029  STATE/COUNTY-  MT/MCCONE
 SQ0029  USGS QUAD   -  PASTURE CREEK (1973)
 SQ0029
 SQ0029                         *CURRENT SURVEY CONTROL
 SQ0029  ___________________________________________________________________
 SQ0029* NAD 83(1986)-  47 59 11.     (N)    106 06 24.     (W)     SCALED    
 SQ0029* NAVD 88     -       631.018  (meters)    2070.26   (feet)  ADJUSTED  
 SQ0029  ___________________________________________________________________
 SQ0029  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 SQ0029  DYNAMIC HT  -         631.082 (meters)    2070.47  (feet)  COMP
 SQ0029  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SQ0029
 SQ0029  VERT ORDER  -  FIRST     CLASS II
 SQ0029
 SQ0029.The horizontal coordinates were scaled from a topographic map and have
 SQ0029.an estimated accuracy of +/- 6 seconds.
 SQ0029
 SQ0029.The orthometric height was determined by differential leveling
 SQ0029.and adjusted by the National Geodetic Survey in June 1991..
 SQ0029
 SQ0029.The geoid height was determined by GEOID03.
 SQ0029
 SQ0029.The dynamic height is computed by dividing the NAVD 88
 SQ0029.geopotential number by the normal gravity value computed on the
 SQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0029.degrees latitude (g = 980.6199 gals.).
 SQ0029
 SQ0029.The modeled gravity was interpolated from observed gravity values.
 SQ0029
 SQ0029;                    North         East    Units  Estimated Accuracy
 SQ0029;SPC MT       -   420,670.      853,100.      MT  (+/- 180 meters Scaled)
 SQ0029
 SQ0029                          SUPERSEDED SURVEY CONTROL
 SQ0029
 SQ0029  NGVD 29 (??/??/92)  630.416  (m)         2068.29   (f) ADJ UNCH    1 2
 SQ0029
 SQ0029.Superseded values are not recommended for survey control.
 SQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0029.See file dsdata.txt to determine how the superseded data were derived.
 SQ0029
 SQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP174153(NAD 83)
 SQ0029_MARKER: DB = BENCH MARK DISK
 SQ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0029_STAMPING: E 357 1948
 SQ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0029+STABILITY: SURFACE MOTION
 SQ0029
 SQ0029  HISTORY     - Date     Condition        Report By
 SQ0029  HISTORY     - 1948     MONUMENTED       CGS
 SQ0029  HISTORY     - 1973     GOOD             USGS
 SQ0029
 SQ0029                          STATION DESCRIPTION
 SQ0029
 SQ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0029'19.15 MI SE FROM FORT PECK.
 SQ0029'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0029'PECK DAM AT FORT PECK, THENCE 9.35 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0029'ROAD, THENCE 6.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT THE
 SQ0029'NORTH END OF A CURVE, 185.0 FEET NORTHEAST OF THE CENTER OF A JUNCTION
 SQ0029'WITH A ROAD LEADING SOUTHEAST, 61.5 FEET EAST OF AND ACROSS THE ROAD
 SQ0029'FROM A FENCE CORNER, 45.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SQ0029'3.5 FEET WEST OF A FENCE, 1.2 FEET NORTHWEST OF A REFERENCE POST, AND
 SQ0029'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SQ0029'GROUND.
 SQ0029
 SQ0029                          STATION RECOVERY (1973)
 SQ0029
 SQ0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0028 ***********************************************************************
 TJ0028  DESIGNATION -  E 358
 TJ0028  PID         -  TJ0028
 TJ0028  STATE/COUNTY-  MT/VALLEY
 TJ0028  USGS QUAD   -  FRAZER (1972)
 TJ0028
 TJ0028                         *CURRENT SURVEY CONTROL
 TJ0028  ___________________________________________________________________
 TJ0028* NAD 83(1986)-  48 03 27.     (N)    106 01 18.     (W)     SCALED    
 TJ0028* NAVD 88     -       632.774  (meters)    2076.03   (feet)  ADJUSTED  
 TJ0028  ___________________________________________________________________
 TJ0028  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TJ0028  DYNAMIC HT  -         632.844 (meters)    2076.26  (feet)  COMP
 TJ0028  MODELED GRAV-     980,701.9   (mgal)                       NAVD 88
 TJ0028
 TJ0028  VERT ORDER  -  FIRST     CLASS II
 TJ0028
 TJ0028.The horizontal coordinates were scaled from a topographic map and have
 TJ0028.an estimated accuracy of +/- 6 seconds.
 TJ0028
 TJ0028.The orthometric height was determined by differential leveling
 TJ0028.and adjusted by the National Geodetic Survey in June 1991..
 TJ0028.WARNING-Repeat measurements at this control monument indicate possible
 TJ0028.vertical movement.
 TJ0028
 TJ0028.The geoid height was determined by GEOID03.
 TJ0028
 TJ0028.The dynamic height is computed by dividing the NAVD 88
 TJ0028.geopotential number by the normal gravity value computed on the
 TJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0028.degrees latitude (g = 980.6199 gals.).
 TJ0028
 TJ0028.The modeled gravity was interpolated from observed gravity values.
 TJ0028
 TJ0028;                    North         East    Units  Estimated Accuracy
 TJ0028;SPC MT       -   428,840.      859,080.      MT  (+/- 180 meters Scaled)
 TJ0028
 TJ0028                          SUPERSEDED SURVEY CONTROL
 TJ0028
 TJ0028  NGVD 29 (??/??/92)  632.161  (m)         2074.01   (f) ADJ UNCH    1 2
 TJ0028
 TJ0028.Superseded values are not recommended for survey control.
 TJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0028.See file dsdata.txt to determine how the superseded data were derived.
 TJ0028
 TJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP238231(NAD 83)
 TJ0028_MARKER: DB = BENCH MARK DISK
 TJ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0028_STAMPING: E 358 1948
 TJ0028_MARK LOGO: CGS   
 TJ0028_PROJECTION: PROJECTING 6 CENTIMETERS
 TJ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0028+STABILITY: SURFACE MOTION
 TJ0028
 TJ0028  HISTORY     - Date     Condition        Report By
 TJ0028  HISTORY     - 1948     MONUMENTED       CGS
 TJ0028  HISTORY     - 1980     GOOD             NGS
 TJ0028
 TJ0028                          STATION DESCRIPTION
 TJ0028
 TJ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0028'1.0 MI E FROM FRAZER.
 TJ0028'1.0 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0028'FRAZER, VALLEY COUNTY, 312 FEET EAST OF THE EAST END OF THE NORTH
 TJ0028'HEADWALL OF CONCRETE CULVERT 246.19 OVER AN IRRIGATION CANAL, 115.6
 TJ0028'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF SIGNAL
 TJ0028'2461, 17.5 FEET NORTHEAST OF THE SIXTH POLE WEST OF MILEPOST 246, 70
 TJ0028'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1.9 FEET WEST OF A WHITE
 TJ0028'WOODEN WITNESS POST, AND 6 FEET LOWER THAN THE NORTH RAIL.  A STANDARD
 TJ0028'DISK, STAMPED E 358 1948 AND SET IN THE TOP OF A CONCRETE POST
 TJ0028'PROJECTING 0.3 FOOT ABOVE GROUND.
 TJ0028
 TJ0028                          STATION RECOVERY (1980)
 TJ0028
 TJ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0028'IN FRAZER, AT THE SOUTH EDGE OF THE RED BOTTOM CEREMONIAL GROUNDS,
 TJ0028'152.4 METERS (500.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 2,
 TJ0028'76.2 METERS (250.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A LARGE
 TJ0028'SHELTERED AREA, 21.3 METERS (70.0 FT) NORTH OF THE NORTH RAIL OF
 TJ0028'THE GREAT NORTHERN RAILROAD, 5.3 METERS (17.5 FT) NORTHEAST OF A
 TJ0028'UTILITY POLE, AND 0.5 METER (1.5 FT) SOUTH OF A WIRE FENCE.
 TJ0028'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 TJ0028'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0218 ***********************************************************************
 RU0218  DESIGNATION -  E 36
 RU0218  PID         -  RU0218
 RU0218  STATE/COUNTY-  MT/ROSEBUD
 RU0218  USGS QUAD   -  EMMA BUTTE (1965)
 RU0218
 RU0218                         *CURRENT SURVEY CONTROL
 RU0218  ___________________________________________________________________
 RU0218* NAD 83(1986)-  46 52 36.     (N)    107 22 30.     (W)     SCALED    
 RU0218* NAVD 88     -       931.231  (meters)    3055.21   (feet)  ADJUSTED  
 RU0218  ___________________________________________________________________
 RU0218  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 RU0218  DYNAMIC HT  -         931.173 (meters)    3055.02  (feet)  COMP
 RU0218  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 RU0218
 RU0218  VERT ORDER  -  FIRST     CLASS II
 RU0218
 RU0218.The horizontal coordinates were scaled from a topographic map and have
 RU0218.an estimated accuracy of +/- 6 seconds.
 RU0218
 RU0218.The orthometric height was determined by differential leveling
 RU0218.and adjusted by the National Geodetic Survey in June 1991..
 RU0218
 RU0218.The geoid height was determined by GEOID03.
 RU0218
 RU0218.The dynamic height is computed by dividing the NAVD 88
 RU0218.geopotential number by the normal gravity value computed on the
 RU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0218.degrees latitude (g = 980.6199 gals.).
 RU0218
 RU0218.The modeled gravity was interpolated from observed gravity values.
 RU0218
 RU0218;                    North         East    Units  Estimated Accuracy
 RU0218;SPC MT       -   294,070.      761,870.      MT  (+/- 180 meters Scaled)
 RU0218
 RU0218                          SUPERSEDED SURVEY CONTROL
 RU0218
 RU0218  NGVD 29 (??/??/92)  930.536  (m)         3052.93   (f) ADJ UNCH    1 2
 RU0218
 RU0218.Superseded values are not recommended for survey control.
 RU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0218.See file dsdata.txt to determine how the superseded data were derived.
 RU0218
 RU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM190941(NAD 83)
 RU0218_MARKER: DB = BENCH MARK DISK
 RU0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0218_STAMPING: 3052.933 E 36 1931
 RU0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0218+STABILITY: SURFACE MOTION
 RU0218
 RU0218  HISTORY     - Date     Condition        Report By
 RU0218  HISTORY     - 1931     MONUMENTED       CGS
 RU0218
 RU0218                          STATION DESCRIPTION
 RU0218
 RU0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0218'20.0 MI N FROM INGOMAR.
 RU0218'ABOUT 20.0 MILES NORTH ALONG THE INGOMAR-EDWARDS ROAD FROM THE
 RU0218'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT INGOMAR,
 RU0218'ROSEBUD COUNTY, ABOUT 0.2 MILE SOUTH OF A WOODEN BRIDGE, AT THE TOP OF
 RU0218'A SMALL HILL, AND ABOUT 30 FEET EAST OF THE ROAD.  A STANDARD DISK,
 RU0218'STAMPED 3052.933 E 36 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0312 ***********************************************************************
 TH0312  DESIGNATION -  E 360
 TH0312  PID         -  TH0312
 TH0312  STATE/COUNTY-  MT/VALLEY
 TH0312  USGS QUAD   -  LUSTRE (1983)
 TH0312
 TH0312                         *CURRENT SURVEY CONTROL
 TH0312  ___________________________________________________________________
 TH0312* NAD 83(1986)-  48 23 37.     (N)    105 59 58.     (W)     SCALED    
 TH0312* NAVD 88     -       868.391  (meters)    2849.05   (feet)  ADJUSTED  
 TH0312  ___________________________________________________________________
 TH0312  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TH0312  DYNAMIC HT  -         868.475 (meters)    2849.32  (feet)  COMP
 TH0312  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 TH0312
 TH0312  VERT ORDER  -  SECOND    CLASS 0
 TH0312
 TH0312.The horizontal coordinates were scaled from a topographic map and have
 TH0312.an estimated accuracy of +/- 6 seconds.
 TH0312
 TH0312.The orthometric height was determined by differential leveling
 TH0312.and adjusted by the National Geodetic Survey in June 1991..
 TH0312
 TH0312.The geoid height was determined by GEOID03.
 TH0312
 TH0312.The dynamic height is computed by dividing the NAVD 88
 TH0312.geopotential number by the normal gravity value computed on the
 TH0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0312.degrees latitude (g = 980.6199 gals.).
 TH0312
 TH0312.The modeled gravity was interpolated from observed gravity values.
 TH0312
 TH0312;                    North         East    Units  Estimated Accuracy
 TH0312;SPC MT       -   466,240.      859,070.      MT  (+/- 180 meters Scaled)
 TH0312
 TH0312                          SUPERSEDED SURVEY CONTROL
 TH0312
 TH0312  NGVD 29 (??/??/92)  867.748  (m)         2846.94   (f) ADJ UNCH    2 0
 TH0312
 TH0312.Superseded values are not recommended for survey control.
 TH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0312.See file dsdata.txt to determine how the superseded data were derived.
 TH0312
 TH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP260605(NAD 83)
 TH0312_MARKER: DB = BENCH MARK DISK
 TH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0312_STAMPING: E 360 1948
 TH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0312+STABILITY: SURFACE MOTION
 TH0312
 TH0312  HISTORY     - Date     Condition        Report By
 TH0312  HISTORY     - 1948     MONUMENTED       CGS
 TH0312
 TH0312                          STATION DESCRIPTION
 TH0312
 TH0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0312'25.2 MI NE FROM FRAZER.
 TH0312'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0312'STATION AT FRAZER, THENCE 23.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0312'AT THE NORTH END OF A CURVE, 0.15 MILE SOUTH OF A T ROAD JUNCTION WITH
 TH0312'A ROAD LEADING EAST, 63.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 TH0312'29.5 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST,
 TH0312'18.5 FEET SOUTH OF A T FENCE CORNER, 2.0 FEET EAST OF A FENCE, 1.3
 TH0312'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 TH0312'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0285 ***********************************************************************
 SQ0285  DESIGNATION -  E 362
 SQ0285  PID         -  SQ0285
 SQ0285  STATE/COUNTY-  MT/VALLEY
 SQ0285  USGS QUAD   -  SMITH COULEE (1973)
 SQ0285
 SQ0285                         *CURRENT SURVEY CONTROL
 SQ0285  ___________________________________________________________________
 SQ0285* NAD 83(1986)-  47 50 28.     (N)    107 17 27.     (W)     SCALED    
 SQ0285* NAVD 88     -       888.606  (meters)    2915.37   (feet)  ADJUSTED  
 SQ0285  ___________________________________________________________________
 SQ0285  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 SQ0285  DYNAMIC HT  -         888.636 (meters)    2915.47  (feet)  COMP
 SQ0285  MODELED GRAV-     980,615.6   (mgal)                       NAVD 88
 SQ0285
 SQ0285  VERT ORDER  -  SECOND    CLASS 0
 SQ0285
 SQ0285.The horizontal coordinates were scaled from a topographic map and have
 SQ0285.an estimated accuracy of +/- 6 seconds.
 SQ0285
 SQ0285.The orthometric height was determined by differential leveling
 SQ0285.and adjusted by the National Geodetic Survey in June 1991..
 SQ0285
 SQ0285.The geoid height was determined by GEOID03.
 SQ0285
 SQ0285.The dynamic height is computed by dividing the NAVD 88
 SQ0285.geopotential number by the normal gravity value computed on the
 SQ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0285.degrees latitude (g = 980.6199 gals.).
 SQ0285
 SQ0285.The modeled gravity was interpolated from observed gravity values.
 SQ0285
 SQ0285;                    North         East    Units  Estimated Accuracy
 SQ0285;SPC MT       -   401,370.      765,260.      MT  (+/- 180 meters Scaled)
 SQ0285
 SQ0285                          SUPERSEDED SURVEY CONTROL
 SQ0285
 SQ0285  NGVD 29 (??/??/92)  887.889  (m)         2913.02   (f) ADJ UNCH    2 0
 SQ0285
 SQ0285.Superseded values are not recommended for survey control.
 SQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0285.See file dsdata.txt to determine how the superseded data were derived.
 SQ0285
 SQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP285011(NAD 83)
 SQ0285_MARKER: DB = BENCH MARK DISK
 SQ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0285_STAMPING: E 362 1948
 SQ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0285+STABILITY: SURFACE MOTION
 SQ0285
 SQ0285  HISTORY     - Date     Condition        Report By
 SQ0285  HISTORY     - 1948     MONUMENTED       CGS
 SQ0285  HISTORY     - 1973     GOOD             USGS
 SQ0285
 SQ0285                          STATION DESCRIPTION
 SQ0285
 SQ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0285'50.5 MI S FROM SACO.
 SQ0285'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0285'RAILWAY STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0285'THENCE 7.8 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL, THENCE 3.65
 SQ0285'MILES EAST ALONG A TRAIL, THENCE 2.15 MILES SOUTHEAST ALONG A DIM
 SQ0285'TRAIL.  AT THE HEAD OF A VALLEY LEADING NORTHEAST TO A LARGE VALLEY,
 SQ0285'ON THE SOUTHEAST SLOPE OF A HILL, 42.0 FEET SOUTHWEST OF AND 4.0 FEET
 SQ0285'HIGHER THAN THE CENTER LINE OF THE TRAIL, 1.6 FEET NORTHWEST OF A
 SQ0285'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 SQ0285'FOOT ABOVE THE GROUND.  NOTE -- 9.4 MI. SE ALONG STATE HWY. 24 FROM
 SQ0285'THE BURLINGTON NORTHERN RAILWAY STATION IN GLASGOW, THENCE 3.1 MI. S
 SQ0285'ALONG GRADED RD., THENCE 37.9 MI. SW ALONG RD. TOWARDS BURKES RANCH,
 SQ0285'THENCE 5.5 MI. N ALONG TRACK RD. TO LOCATION PREVIOUSLY DESCRIBED.
 SQ0285
 SQ0285                          STATION RECOVERY (1973)
 SQ0285
 SQ0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0200 ***********************************************************************
 SQ0200  DESIGNATION -  E 363
 SQ0200  PID         -  SQ0200
 SQ0200  STATE/COUNTY-  MT/VALLEY
 SQ0200  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0200
 SQ0200                         *CURRENT SURVEY CONTROL
 SQ0200  ___________________________________________________________________
 SQ0200* NAD 83(1986)-  47 49 31.     (N)    106 47 43.     (W)     SCALED    
 SQ0200* NAVD 88     -       830.587  (meters)    2725.02   (feet)  ADJUSTED  
 SQ0200  ___________________________________________________________________
 SQ0200  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 SQ0200  DYNAMIC HT  -         830.643 (meters)    2725.20  (feet)  COMP
 SQ0200  MODELED GRAV-     980,651.3   (mgal)                       NAVD 88
 SQ0200
 SQ0200  VERT ORDER  -  SECOND    CLASS 0
 SQ0200
 SQ0200.The horizontal coordinates were scaled from a topographic map and have
 SQ0200.an estimated accuracy of +/- 6 seconds.
 SQ0200
 SQ0200.The orthometric height was determined by differential leveling
 SQ0200.and adjusted by the National Geodetic Survey in June 1991..
 SQ0200
 SQ0200.The geoid height was determined by GEOID03.
 SQ0200
 SQ0200.The dynamic height is computed by dividing the NAVD 88
 SQ0200.geopotential number by the normal gravity value computed on the
 SQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0200.degrees latitude (g = 980.6199 gals.).
 SQ0200
 SQ0200.The modeled gravity was interpolated from observed gravity values.
 SQ0200
 SQ0200;                    North         East    Units  Estimated Accuracy
 SQ0200;SPC MT       -   400,770.      802,380.      MT  (+/- 180 meters Scaled)
 SQ0200
 SQ0200                          SUPERSEDED SURVEY CONTROL
 SQ0200
 SQ0200  NGVD 29 (??/??/92)  829.937  (m)         2722.89   (f) ADJ UNCH    2 0
 SQ0200
 SQ0200.Superseded values are not recommended for survey control.
 SQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0200.See file dsdata.txt to determine how the superseded data were derived.
 SQ0200
 SQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN656984(NAD 83)
 SQ0200_MARKER: DB = BENCH MARK DISK
 SQ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0200_STAMPING: E 363 1948
 SQ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0200+STABILITY: SURFACE MOTION
 SQ0200
 SQ0200  HISTORY     - Date     Condition        Report By
 SQ0200  HISTORY     - 1948     MONUMENTED       CGS
 SQ0200
 SQ0200                          STATION DESCRIPTION
 SQ0200
 SQ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0200'37.75 MI S FROM GLASGOW.
 SQ0200'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0200'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0200'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9
 SQ0200'MILES SOUTHEAST ALONG A TRAIL, THENCE 1.55 MILES SOUTH ALONG THE WEST
 SQ0200'FORK OF THE TRAIL, THENCE 1.4 MILES SOUTHEAST ALONG A DIM TRAIL, 0.15
 SQ0200'MILE SOUTH OF A Y TRAIL JUNCTION, 110.0 FEET EAST OF THE CENTER LINE
 SQ0200'OF THE TRAIL, 30.0 FEET NORTHEAST OF THE CENTER LINE OF A DIM TRAIL,
 SQ0200'16.1 FEET NORTHWEST OF A U. S. GENERAL LAND OFFICE 1/4 SECTION CORNER
 SQ0200'MARKER AT THE 1/4 SECTION CORNER OF SECTIONS 23 AND 24 R. 38 E., T. 24
 SQ0200'N., 16.0 FEET NORTHWEST OF A FENCE CORNER, 8.5 FEET WEST OF A FENCE,
 SQ0200'1.7 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 SQ0200'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0276 ***********************************************************************
 SQ0276  DESIGNATION -  E 364
 SQ0276  PID         -  SQ0276
 SQ0276  STATE/COUNTY-  MT/VALLEY
 SQ0276  USGS QUAD   -  WAGON COULEE (1971)
 SQ0276
 SQ0276                         *CURRENT SURVEY CONTROL
 SQ0276  ___________________________________________________________________
 SQ0276* NAD 83(1986)-  47 41 09.     (N)    107 10 07.     (W)     SCALED    
 SQ0276* NAVD 88     -       688.081  (meters)    2257.48   (feet)  ADJUSTED  
 SQ0276  ___________________________________________________________________
 SQ0276  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 SQ0276  DYNAMIC HT  -         688.099 (meters)    2257.54  (feet)  COMP
 SQ0276  MODELED GRAV-     980,616.4   (mgal)                       NAVD 88
 SQ0276
 SQ0276  VERT ORDER  -  SECOND    CLASS 0
 SQ0276
 SQ0276.The horizontal coordinates were scaled from a topographic map and have
 SQ0276.an estimated accuracy of +/- 6 seconds.
 SQ0276
 SQ0276.The orthometric height was determined by differential leveling
 SQ0276.and adjusted by the National Geodetic Survey in June 1991..
 SQ0276
 SQ0276.The geoid height was determined by GEOID03.
 SQ0276
 SQ0276.The dynamic height is computed by dividing the NAVD 88
 SQ0276.geopotential number by the normal gravity value computed on the
 SQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0276.degrees latitude (g = 980.6199 gals.).
 SQ0276
 SQ0276.The modeled gravity was interpolated from observed gravity values.
 SQ0276
 SQ0276;                    North         East    Units  Estimated Accuracy
 SQ0276;SPC MT       -   384,390.      774,910.      MT  (+/- 180 meters Scaled)
 SQ0276
 SQ0276                          SUPERSEDED SURVEY CONTROL
 SQ0276
 SQ0276  NGVD 29 (??/??/92)  687.371  (m)         2255.15   (f) ADJ UNCH    2 0
 SQ0276
 SQ0276.Superseded values are not recommended for survey control.
 SQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0276.See file dsdata.txt to determine how the superseded data were derived.
 SQ0276
 SQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN372836(NAD 83)
 SQ0276_MARKER: DB = BENCH MARK DISK
 SQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0276_STAMPING: E 364 1948
 SQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0276+STABILITY: SURFACE MOTION
 SQ0276
 SQ0276  HISTORY     - Date     Condition        Report By
 SQ0276  HISTORY     - 1948     MONUMENTED       CGS
 SQ0276
 SQ0276                          STATION DESCRIPTION
 SQ0276
 SQ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0276'62.0 MI S FROM GLASGOW.
 SQ0276'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0276'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0276'ROAD, THENCE 41.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.4
 SQ0276'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 5.6 MILES SOUTHEAST ALONG
 SQ0276'A TRAIL.  0.75 MILE SOUTHEAST OF A 36-INCH CORRUGATED IRON CULVERT, 87
 SQ0276'YARDS (PACED) NORTHWEST OF THE WATER LINE OF THE FORT PECK RESERVOIR,
 SQ0276'29.0 FEET NORTHEAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 SQ0276'TRAIL, 2.2 FEET EAST OF A REFERENCE POST AND SET IN THE TOP OF A
 SQ0276'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0257 ***********************************************************************
 TJ0257  DESIGNATION -  E 365
 TJ0257  PID         -  TJ0257
 TJ0257  STATE/COUNTY-  MT/VALLEY
 TJ0257  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0257
 TJ0257                         *CURRENT SURVEY CONTROL
 TJ0257  ___________________________________________________________________
 TJ0257* NAD 83(1986)-  48 54 33.     (N)    106 52 29.     (W)     SCALED    
 TJ0257* NAVD 88     -       761.832  (meters)    2499.44   (feet)  ADJUSTED  
 TJ0257  ___________________________________________________________________
 TJ0257  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TJ0257  DYNAMIC HT  -         761.945 (meters)    2499.81  (feet)  COMP
 TJ0257  MODELED GRAV-     980,733.8   (mgal)                       NAVD 88
 TJ0257
 TJ0257  VERT ORDER  -  SECOND    CLASS 0
 TJ0257
 TJ0257.The horizontal coordinates were scaled from a topographic map and have
 TJ0257.an estimated accuracy of +/- 6 seconds.
 TJ0257
 TJ0257.The orthometric height was determined by differential leveling
 TJ0257.and adjusted by the National Geodetic Survey in June 1991..
 TJ0257
 TJ0257.The geoid height was determined by GEOID03.
 TJ0257
 TJ0257.The dynamic height is computed by dividing the NAVD 88
 TJ0257.geopotential number by the normal gravity value computed on the
 TJ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0257.degrees latitude (g = 980.6199 gals.).
 TJ0257
 TJ0257.The modeled gravity was interpolated from observed gravity values.
 TJ0257
 TJ0257;                    North         East    Units  Estimated Accuracy
 TJ0257;SPC MT       -   520,990.      792,400.      MT  (+/- 180 meters Scaled)
 TJ0257
 TJ0257                          SUPERSEDED SURVEY CONTROL
 TJ0257
 TJ0257  NGVD 29 (??/??/92)  761.150  (m)         2497.21   (f) ADJ UNCH    2 0
 TJ0257
 TJ0257.Superseded values are not recommended for survey control.
 TJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0257.See file dsdata.txt to determine how the superseded data were derived.
 TJ0257
 TJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ626190(NAD 83)
 TJ0257_MARKER: DB = BENCH MARK DISK
 TJ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0257_STAMPING: E 365 1948
 TJ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0257+STABILITY: SURFACE MOTION
 TJ0257
 TJ0257  HISTORY     - Date     Condition        Report By
 TJ0257  HISTORY     - 1948     MONUMENTED       CGS
 TJ0257  HISTORY     - 1976     GOOD             USGS
 TJ0257
 TJ0257                          STATION DESCRIPTION
 TJ0257
 TJ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0257'4.65 MI WNE FROM THOENY.
 TJ0257'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT THOENY,
 TJ0257'THENCE 2.1 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.45 MILES
 TJ0257'EAST ALONG A GRADED DIRT ROAD, 0.9 MILE WEST OF BENCH MARK D 365, 0.25
 TJ0257'MILE WEST OF A T ROAD JUNCTION WITH A ROAD LEADING SOUTH, 84.0 FEET
 TJ0257'WEST OF THE CENTER LINE OF AN IRRIGATION DITCH, 37.0 FEET SOUTH OF AND
 TJ0257'LEVEL WITH THE CENTER LINE OF THE ROAD, 24.6 FEET WEST OF THE WEST END
 TJ0257'OF A WIRE GATE, 1.7 FEET WEST OF A REFERENCE POST, 1.3 FEET NORTH OF A
 TJ0257'FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 TJ0257'THE GROUND.
 TJ0257
 TJ0257                          STATION RECOVERY (1976)
 TJ0257
 TJ0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0257'FROM THE POST OFFICE AT OPHEIM GO SOUTH 0.1 MI., THENCE WEST ON PAVED
 TJ0257'THEN GRAVELED ROAD TOWARDS THOENY 24.0 MI. TO A TRACK ROAD NORTH. 2.3
 TJ0257'MI. WEST OF THOENY. THENCE NORTH ON TRACK ROAD TO A Y-JUNCTION,
 TJ0257'THENCE LEFT, WEST, THRU A WIRE GATE 0.25 MI. TO WIRE GATE, CONTINUE
 TJ0257'WEST 0.1 MI. TO BM ON LEFT 37 FT. SOUTH OF THE ROAD AND 25 FT. WEST
 TJ0257'OF A WIRE GATE. A STANDARD CAP SET IN A CONCRETE POST PROJECTING 0.3
 TJ0257'FT., 91 FT. WEST ON AN OLD IRR. DITCH, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0186 ***********************************************************************
 TL0186  DESIGNATION -  E 367
 TL0186  PID         -  TL0186
 TL0186  STATE/COUNTY-  MT/CHOUTEAU
 TL0186  USGS QUAD   -  DISCOVERY BUTTE (1969)
 TL0186
 TL0186                         *CURRENT SURVEY CONTROL
 TL0186  ___________________________________________________________________
 TL0186* NAD 83(1986)-  48 14 56.     (N)    110 31 04.     (W)     SCALED    
 TL0186* NAVD 88     -       884.951  (meters)    2903.38   (feet)  ADJUSTED  
 TL0186  ___________________________________________________________________
 TL0186  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TL0186  DYNAMIC HT  -         885.005 (meters)    2903.55  (feet)  COMP
 TL0186  MODELED GRAV-     980,643.1   (mgal)                       NAVD 88
 TL0186
 TL0186  VERT ORDER  -  SECOND    CLASS 0
 TL0186
 TL0186.The horizontal coordinates were scaled from a topographic map and have
 TL0186.an estimated accuracy of +/- 6 seconds.
 TL0186
 TL0186.The orthometric height was determined by differential leveling
 TL0186.and adjusted by the National Geodetic Survey in June 1991..
 TL0186
 TL0186.The geoid height was determined by GEOID03.
 TL0186
 TL0186.The dynamic height is computed by dividing the NAVD 88
 TL0186.geopotential number by the normal gravity value computed on the
 TL0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0186.degrees latitude (g = 980.6199 gals.).
 TL0186
 TL0186.The modeled gravity was interpolated from observed gravity values.
 TL0186
 TL0186;                    North         East    Units  Estimated Accuracy
 TL0186;SPC MT       -   444,850.      524,440.      MT  (+/- 180 meters Scaled)
 TL0186
 TL0186                          SUPERSEDED SURVEY CONTROL
 TL0186
 TL0186  NGVD 29 (??/??/92)  884.081  (m)         2900.52   (f) ADJ UNCH    2 0
 TL0186
 TL0186.Superseded values are not recommended for survey control.
 TL0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0186.See file dsdata.txt to determine how the superseded data were derived.
 TL0186
 TL0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU357440(NAD 83)
 TL0186_MARKER: DB = BENCH MARK DISK
 TL0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0186_STAMPING: E 367 1948
 TL0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0186+STABILITY: SURFACE MOTION
 TL0186
 TL0186  HISTORY     - Date     Condition        Report By
 TL0186  HISTORY     - 1948     MONUMENTED       CGS
 TL0186
 TL0186                          STATION DESCRIPTION
 TL0186
 TL0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0186'23.3 MI S FROM RUDYARD.
 TL0186'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0186'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0186'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 4.0 MILES SOUTH
 TL0186'ALONG A GRAVELED ROAD, AT THE SOUTHEAST CORNER OF SECTION 23, T. 29
 TL0186'N., R. 9 E., 108.1 FEET NORTHWEST OF THE WEST END OF AN 18-INCH
 TL0186'CORRUGATED IRON CULVERT, 73.0 FEET NORTH OF THE CENTER LINE OF AN
 TL0186'ABANDONED ROADBED LEADING WEST, 62.0 FEET WEST OF THE CENTER LINE OF
 TL0186'THE ROAD, 1.6 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 TL0186'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0180 ***********************************************************************
 TL0180  DESIGNATION -  E 369
 TL0180  PID         -  TL0180
 TL0180  STATE/COUNTY-  MT/LIBERTY
 TL0180  USGS QUAD   -  POVERTY COULEE SE (1970)
 TL0180
 TL0180                         *CURRENT SURVEY CONTROL
 TL0180  ___________________________________________________________________
 TL0180* NAD 83(1986)-  48 19 15.     (N)    110 51 50.     (W)     SCALED    
 TL0180* NAVD 88     -       904.626  (meters)    2967.93   (feet)  ADJUSTED  
 TL0180  ___________________________________________________________________
 TL0180  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 TL0180  DYNAMIC HT  -         904.689 (meters)    2968.13  (feet)  COMP
 TL0180  MODELED GRAV-     980,650.3   (mgal)                       NAVD 88
 TL0180
 TL0180  VERT ORDER  -  SECOND    CLASS 0
 TL0180
 TL0180.The horizontal coordinates were scaled from a topographic map and have
 TL0180.an estimated accuracy of +/- 6 seconds.
 TL0180
 TL0180.The orthometric height was determined by differential leveling
 TL0180.and adjusted by the National Geodetic Survey in June 1991..
 TL0180
 TL0180.The geoid height was determined by GEOID03.
 TL0180
 TL0180.The dynamic height is computed by dividing the NAVD 88
 TL0180.geopotential number by the normal gravity value computed on the
 TL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0180.degrees latitude (g = 980.6199 gals.).
 TL0180
 TL0180.The modeled gravity was interpolated from observed gravity values.
 TL0180
 TL0180;                    North         East    Units  Estimated Accuracy
 TL0180;SPC MT       -   453,240.      498,890.      MT  (+/- 180 meters Scaled)
 TL0180
 TL0180                          SUPERSEDED SURVEY CONTROL
 TL0180
 TL0180  NGVD 29 (??/??/92)  903.741  (m)         2965.02   (f) ADJ UNCH    2 0
 TL0180
 TL0180.Superseded values are not recommended for survey control.
 TL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0180.See file dsdata.txt to determine how the superseded data were derived.
 TL0180
 TL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU100519(NAD 83)
 TL0180_MARKER: DD = SURVEY DISK
 TL0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0180_STAMPING: E 369 1948
 TL0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0180+STABILITY: SURFACE MOTION
 TL0180
 TL0180  HISTORY     - Date     Condition        Report By
 TL0180  HISTORY     - 1948     MONUMENTED       BOR
 TL0180  HISTORY     - 1948     GOOD             NGS
 TL0180
 TL0180                          STATION DESCRIPTION
 TL0180
 TL0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0180'18.7 MI SE FROM CHESTER.
 TL0180'0.5 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TL0180'STATION AT CHESTER, THENCE 10.2 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0180'THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 5.0 MILES EAST
 TL0180'ALONG A DIRT ROAD, AT THE NORTHWEST CORNER OF SECTION 32, T. 30 N., R.
 TL0180'7 E., 30.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 TL0180'WEST FROM A CURVE, 28.0 FEET EAST OF THE EXTENDED CENTER LINE OF A
 TL0180'ROAD LEADING NORTH FROM A CURVE, 2.8 FEET SOUTHEAST OF A T FENCE
 TL0180'CORNER, 2.2 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 TL0180'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0332 ***********************************************************************
 SQ0332  DESIGNATION -  E 37
 SQ0332  PID         -  SQ0332
 SQ0332  STATE/COUNTY-  MT/GARFIELD
 SQ0332  USGS QUAD   -  SMOKY BUTTE (1983)
 SQ0332
 SQ0332                         *CURRENT SURVEY CONTROL
 SQ0332  ___________________________________________________________________
 SQ0332* NAD 83(1986)-  47 18 40.     (N)    107 01 18.     (W)     SCALED    
 SQ0332* NAVD 88     -       826.404  (meters)    2711.29   (feet)  ADJUSTED  
 SQ0332  ___________________________________________________________________
 SQ0332  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 SQ0332  DYNAMIC HT  -         826.410 (meters)    2711.31  (feet)  COMP
 SQ0332  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 SQ0332
 SQ0332  VERT ORDER  -  FIRST     CLASS II
 SQ0332
 SQ0332.The horizontal coordinates were scaled from a topographic map and have
 SQ0332.an estimated accuracy of +/- 6 seconds.
 SQ0332
 SQ0332.The orthometric height was determined by differential leveling
 SQ0332.and adjusted by the National Geodetic Survey in June 1991..
 SQ0332
 SQ0332.The geoid height was determined by GEOID03.
 SQ0332
 SQ0332.The dynamic height is computed by dividing the NAVD 88
 SQ0332.geopotential number by the normal gravity value computed on the
 SQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0332.degrees latitude (g = 980.6199 gals.).
 SQ0332
 SQ0332.The modeled gravity was interpolated from observed gravity values.
 SQ0332
 SQ0332;                    North         East    Units  Estimated Accuracy
 SQ0332;SPC MT       -   343,110.      787,250.      MT  (+/- 180 meters Scaled)
 SQ0332
 SQ0332                          SUPERSEDED SURVEY CONTROL
 SQ0332
 SQ0332  NGVD 29 (??/??/92)  825.717  (m)         2709.04   (f) ADJ UNCH    1 2
 SQ0332
 SQ0332.Superseded values are not recommended for survey control.
 SQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0332.See file dsdata.txt to determine how the superseded data were derived.
 SQ0332
 SQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN471417(NAD 83)
 SQ0332_MARKER: DB = BENCH MARK DISK
 SQ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0332_STAMPING: 2709.040 E 37 1931
 SQ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0332+STABILITY: SURFACE MOTION
 SQ0332
 SQ0332  HISTORY     - Date     Condition        Report By
 SQ0332  HISTORY     - 1931     MONUMENTED       CGS
 SQ0332
 SQ0332                          STATION DESCRIPTION
 SQ0332
 SQ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0332'5.9 MI W FROM JORDAN.
 SQ0332'ABOUT 5.9 MI. W OF JORDAN, ON THE N SIDE OF THE JORDAN-EDWARDS ROAD,
 SQ0332'NEAR THE INTERSECTION OF SECTION LINE ROADS, AND ON THE E SLOPE OF A
 SQ0332'RIDGE IN PRAIRIE PASTURE LAND.  THE MARK IS 101 FT. N AND 27 FT. W OF
 SQ0332'THE INTERSECTION OF THE C.L. OF THE ROADS WHICH MARKS THE SECTION
 SQ0332'CORNER OF SECTIONS S16,S17,S20,S21,T18N, R37E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0190 ***********************************************************************
 TL0190  DESIGNATION -  E 370
 TL0190  PID         -  TL0190
 TL0190  STATE/COUNTY-  MT/HILL
 TL0190  USGS QUAD   -  RUDYARD (1972)
 TL0190
 TL0190                         *CURRENT SURVEY CONTROL
 TL0190  ___________________________________________________________________
 TL0190* NAD 83(1986)-  48 33 31.     (N)    110 31 22.     (W)     SCALED    
 TL0190* NAVD 88     -       942.807  (meters)    3093.19   (feet)  ADJUSTED  
 TL0190  ___________________________________________________________________
 TL0190  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 TL0190  DYNAMIC HT  -         942.881 (meters)    3093.44  (feet)  COMP
 TL0190  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 TL0190
 TL0190  VERT ORDER  -  FIRST     CLASS II
 TL0190
 TL0190.The horizontal coordinates were scaled from a topographic map and have
 TL0190.an estimated accuracy of +/- 6 seconds.
 TL0190
 TL0190.The orthometric height was determined by differential leveling
 TL0190.and adjusted by the National Geodetic Survey in June 1991..
 TL0190
 TL0190.The geoid height was determined by GEOID03.
 TL0190
 TL0190.The dynamic height is computed by dividing the NAVD 88
 TL0190.geopotential number by the normal gravity value computed on the
 TL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0190.degrees latitude (g = 980.6199 gals.).
 TL0190
 TL0190.The modeled gravity was interpolated from observed gravity values.
 TL0190
 TL0190;                    North         East    Units  Estimated Accuracy
 TL0190;SPC MT       -   479,280.      524,520.      MT  (+/- 180 meters Scaled)
 TL0190
 TL0190                          SUPERSEDED SURVEY CONTROL
 TL0190
 TL0190  NGVD 29 (??/??/92)  941.908  (m)         3090.24   (f) ADJ UNCH    1 2
 TL0190
 TL0190.Superseded values are not recommended for survey control.
 TL0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0190.See file dsdata.txt to determine how the superseded data were derived.
 TL0190
 TL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU352785(NAD 83)
 TL0190_MARKER: DB = BENCH MARK DISK
 TL0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0190_STAMPING: E 370 1948
 TL0190_PROJECTION: PROJECTING 8 CENTIMETERS
 TL0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0190+STABILITY: SURFACE MOTION
 TL0190
 TL0190  HISTORY     - Date     Condition        Report By
 TL0190  HISTORY     - 1948     MONUMENTED       CGS
 TL0190  HISTORY     - 1979     GOOD             NGS
 TL0190
 TL0190                          STATION DESCRIPTION
 TL0190
 TL0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0190'1.5 MI E FROM RUDYARD.
 TL0190'1.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0190'RUDYARD, HILL COUNTY, 10 POLES WEST OF A ROAD CROSSING, 3.5 FEET WEST
 TL0190'OF THE ELEVENTH POLE WEST OF MILEPOST 1001, IN LINE WITH THE ROW OF
 TL0190'POLES, 65.6 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1.8 FEET EAST
 TL0190'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE RAIL.  A STANDARD
 TL0190'DISK, STAMPED E 370 1948 AND SET IN THE TOP OF A CONCRETE POST
 TL0190'PROJECTING 0.3 FOOT ABOVE GROUND.
 TL0190
 TL0190                          STATION RECOVERY (1979)
 TL0190
 TL0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0190'ADD=111 FEET NORTHEAST OF A RAILROAD SIGNAL EAST OF A SMALL SILVER
 TL0190'BUILDING, AND 13 FEET SOUTH OF THE CENTER OF A TRACK ROAD PARALLELING
 TL0190'THE TRACKS, 0.2 MILE WEST OF A GRAVEL ROAD CROSSING.
 TL0190'THE MARK IS 1.8 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI0736 ***********************************************************************
 AI0736  DESIGNATION -  E 370 RESET
 AI0736  PID         -  AI0736
 AI0736  STATE/COUNTY-  MT/HILL
 AI0736  USGS QUAD   -  RUDYARD (1972)
 AI0736
 AI0736                         *CURRENT SURVEY CONTROL
 AI0736  ___________________________________________________________________
 AI0736* NAD 83(1986)-  48 33 31.     (N)    110 31 22.     (W)     SCALED    
 AI0736* NAVD 88     -       945.36   (meters)    3101.6    (feet)  RESET     
 AI0736  ___________________________________________________________________
 AI0736  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 AI0736
 AI0736  VERT ORDER  -  THIRD
 AI0736
 AI0736.The horizontal coordinates were scaled from a topographic map and have
 AI0736.an estimated accuracy of +/- 6 seconds.
 AI0736
 AI0736.The orthometric height was computed from unverified reset data.
 AI0736.No vertical observational check was made to the station.
 AI0736
 AI0736.The geoid height was determined by GEOID03.
 AI0736
 AI0736;                    North         East    Units  Estimated Accuracy
 AI0736;SPC MT       -   479,280.      524,520.      MT  (+/- 180 meters Scaled)
 AI0736
 AI0736                          SUPERSEDED SURVEY CONTROL
 AI0736
 AI0736.No superseded survey control is available for this station.
 AI0736
 AI0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU352785(NAD 83)
 AI0736_MARKER: DV = VERTICAL CONTROL DISK
 AI0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0736_STAMPING: E 370 RESET 1997
 AI0736_MARK LOGO: NGS   
 AI0736_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0736+STABILITY: SURFACE MOTION
 AI0736
 AI0736  HISTORY     - Date     Condition        Report By
 AI0736  HISTORY     - 1997     MONUMENTED       LOCENG
 AI0736
 AI0736                          STATION DESCRIPTION
 AI0736
 AI0736'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (JS)
 AI0736'1.5 MILES (2.4 KM) EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 AI0736'STATION AT RUDYARD.  DISK SET IN 1 FOOT (0.3 M) DIAMETER CONCRETE POST
 AI0736'PROJECTING 2 INCHES ABOVE NATURAL GROUND.  LOCATED 0.3 MILES (0.5 KM)
 AI0736'WEST OF A NORTH-SOUTH GRAVEL ROAD, PUBLIC CROSSING BNSF RAIL LINE,
 AI0736'ROAD IS ADJACENT TO MILEPOST 1001 BNSF RAIL LINE, ON TOP OF SMALL
 AI0736'KNOB, 96 FEET (29.3 M) SOUTH OF SOUTH TRACK, 120 FEET (36.6 M) EAST OF
 AI0736'PROPANE STORAGE TANK, WITNESS POST LOCATED 2.6 FEET (0.8 M) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0207 ***********************************************************************
 TL0207  DESIGNATION -  E 371
 TL0207  PID         -  TL0207
 TL0207  STATE/COUNTY-  MT/LIBERTY
 TL0207  USGS QUAD   -  JOPLIN (1963)
 TL0207
 TL0207                         *CURRENT SURVEY CONTROL
 TL0207  ___________________________________________________________________
 TL0207* NAD 83(1986)-  48 33 32.     (N)    110 49 08.     (W)     SCALED    
 TL0207* NAVD 88     -      1025.980  (meters)    3366.07   (feet)  ADJUSTED  
 TL0207  ___________________________________________________________________
 TL0207  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 TL0207  DYNAMIC HT  -        1026.057 (meters)    3366.32  (feet)  COMP
 TL0207  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 TL0207
 TL0207  VERT ORDER  -  FIRST     CLASS II
 TL0207
 TL0207.The horizontal coordinates were scaled from a topographic map and have
 TL0207.an estimated accuracy of +/- 6 seconds.
 TL0207
 TL0207.The orthometric height was determined by differential leveling
 TL0207.and adjusted by the National Geodetic Survey in June 1991..
 TL0207
 TL0207.The geoid height was determined by GEOID03.
 TL0207
 TL0207.The dynamic height is computed by dividing the NAVD 88
 TL0207.geopotential number by the normal gravity value computed on the
 TL0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0207.degrees latitude (g = 980.6199 gals.).
 TL0207
 TL0207.The modeled gravity was interpolated from observed gravity values.
 TL0207
 TL0207;                    North         East    Units  Estimated Accuracy
 TL0207;SPC MT       -   479,640.      502,670.      MT  (+/- 180 meters Scaled)
 TL0207
 TL0207                          SUPERSEDED SURVEY CONTROL
 TL0207
 TL0207  NGVD 29 (??/??/92) 1025.088  (m)         3363.14   (f) ADJ UNCH    1 2
 TL0207
 TL0207.Superseded values are not recommended for survey control.
 TL0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0207.See file dsdata.txt to determine how the superseded data were derived.
 TL0207
 TL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU133784(NAD 83)
 TL0207_MARKER: DB = BENCH MARK DISK
 TL0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0207_STAMPING: E 371 1948
 TL0207_PROJECTION: PROJECTING 8 CENTIMETERS
 TL0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0207+STABILITY: SURFACE MOTION
 TL0207
 TL0207  HISTORY     - Date     Condition        Report By
 TL0207  HISTORY     - 1948     MONUMENTED       CGS
 TL0207  HISTORY     - 1979     GOOD             NGS
 TL0207
 TL0207                          STATION DESCRIPTION
 TL0207
 TL0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0207'2.2 MI W FROM JOPLIN.
 TL0207'2.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0207'JOPLIN, LIBERTY COUNTY, 7 POLES EAST OF A ROAD CROSSING, 46 FEET
 TL0207'NORTHEAST OF THE THIRD POLE EAST OF MILEPOST 1015, AT THE TOP OF A
 TL0207'RISE, 95.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 2.2 FEET SOUTH
 TL0207'OF A FENCE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 6 FEET
 TL0207'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED E 371 1948 AND SET IN
 TL0207'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 TL0207
 TL0207                          STATION RECOVERY (1979)
 TL0207
 TL0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0207'2.2 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TL0207'IN JOPLIN, 0.05 MILE EAST OF A RAILROAD CROSSING, 128.5 FEET NORTH
 TL0207'OF THE CENTER OF A DIRT ROAD RUNNING PARALLEL TO THE TRACKS, 95.5
 TL0207'FEET NORTH OF THE NORTH RAIL, 45.5 FEET NORTHEAST OF A UTILITY
 TL0207'POLE AND 2 FEET SOUTH OF A WIRE FENCE.
 TL0207'THE MARK IS 5 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0137 ***********************************************************************
 SU0137  DESIGNATION -  E 373 RESET
 SU0137  PID         -  SU0137
 SU0137  STATE/COUNTY-  MT/SANDERS
 SU0137  USGS QUAD   -  MC DONALD (1964)
 SU0137
 SU0137                         *CURRENT SURVEY CONTROL
 SU0137  ___________________________________________________________________
 SU0137* NAD 83(1986)-  47 19 15.     (N)    114 27 26.     (W)     SCALED    
 SU0137* NAVD 88     -       763.19   (meters)    2503.9    (feet)  RESET     
 SU0137  ___________________________________________________________________
 SU0137  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 SU0137
 SU0137  VERT ORDER  -  THIRD
 SU0137
 SU0137.The horizontal coordinates were scaled from a topographic map and have
 SU0137.an estimated accuracy of +/- 6 seconds.
 SU0137
 SU0137.The orthometric height was computed from unverified reset data.
 SU0137
 SU0137.The geoid height was determined by GEOID03.
 SU0137
 SU0137;                    North         East    Units  Estimated Accuracy
 SU0137;SPC MT       -   353,070.      225,710.      MT  (+/- 180 meters Scaled)
 SU0137
 SU0137                          SUPERSEDED SURVEY CONTROL
 SU0137
 SU0137.No superseded survey control is available for this station.
 SU0137
 SU0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN921439(NAD 83)
 SU0137_MARKER: DB = BENCH MARK DISK
 SU0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0137_STAMPING: E 373 RESET 1969
 SU0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0137+STABILITY: SURFACE MOTION
 SU0137
 SU0137  HISTORY     - Date     Condition        Report By
 SU0137  HISTORY     - 1969     MONUMENTED       CGS
 SU0137
 SU0137                          STATION DESCRIPTION
 SU0137
 SU0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 SU0137'6.85 MI SE FROM PERMA.
 SU0137'FROM THE POST OFFICE IN PERMA GO EAST ON STATE HIGHWAY 200 FOR 0.45
 SU0137'MILE TO HIGHWAY 382, WHICH GOES LEFT ACROSS THE RIVER, CONTINUE EAST
 SU0137'ON STATE HIGHWAY 200 ALONG THE SOUTH SIDE OF THE RIVER FOR 6.4 MILES
 SU0137'TO THE MARK ON THE LEFT, 0.7 MILES SOUTHEAST OF A CREEK, 0.25 MILE
 SU0137'WEST OF THE WEST END OF A LARGE ROCK CUT, 49 YARDS EAST OF A FENCELINE
 SU0137'RUNNING SOUTH FROM THE RIGHT-OF-WAY FENCE, 4 FEET SOUTH OF THE
 SU0137'PROPOSED NORTH RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A POWER POLE, 1
 SU0137'FOOT SOUTHEAST OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0118 ***********************************************************************
 SU0118  DESIGNATION -  E 374
 SU0118  PID         -  SU0118
 SU0118  STATE/COUNTY-  MT/SANDERS
 SU0118  USGS QUAD   -  SLOAN (1965)
 SU0118
 SU0118                         *CURRENT SURVEY CONTROL
 SU0118  ___________________________________________________________________
 SU0118* NAD 83(1986)-  47 26 13.     (N)    114 20 40.     (W)     SCALED    
 SU0118* NAVD 88     -       790.877  (meters)    2594.74   (feet)  ADJUSTED  
 SU0118  ___________________________________________________________________
 SU0118  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 SU0118  DYNAMIC HT  -         790.850 (meters)    2594.65  (feet)  COMP
 SU0118  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 SU0118
 SU0118  VERT ORDER  -  SECOND    CLASS 0
 SU0118
 SU0118.The horizontal coordinates were scaled from a topographic map and have
 SU0118.an estimated accuracy of +/- 6 seconds.
 SU0118
 SU0118.The orthometric height was determined by differential leveling
 SU0118.and adjusted by the National Geodetic Survey in June 1991..
 SU0118
 SU0118.The geoid height was determined by GEOID03.
 SU0118
 SU0118.The dynamic height is computed by dividing the NAVD 88
 SU0118.geopotential number by the normal gravity value computed on the
 SU0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0118.degrees latitude (g = 980.6199 gals.).
 SU0118
 SU0118.The modeled gravity was interpolated from observed gravity values.
 SU0118
 SU0118;                    North         East    Units  Estimated Accuracy
 SU0118;SPC MT       -   365,420.      235,010.      MT  (+/- 180 meters Scaled)
 SU0118
 SU0118                          SUPERSEDED SURVEY CONTROL
 SU0118
 SU0118  NGVD 29 (??/??/92)  789.813  (m)         2591.24   (f) ADJ UNCH    2 0
 SU0118
 SU0118.Superseded values are not recommended for survey control.
 SU0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0118.See file dsdata.txt to determine how the superseded data were derived.
 SU0118
 SU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN002571(NAD 83)
 SU0118_MARKER: DB = BENCH MARK DISK
 SU0118_SETTING: 80 = SET IN A BOULDER
 SU0118_SP_SET: BOULDER
 SU0118_STAMPING: E 374 1950
 SU0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0118+STABILITY: SURFACE MOTION
 SU0118
 SU0118  HISTORY     - Date     Condition        Report By
 SU0118  HISTORY     - 1950     MONUMENTED       CGS
 SU0118
 SU0118                          STATION DESCRIPTION
 SU0118
 SU0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0118'11.2 MI N FROM DIXON.
 SU0118'11.2 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON, 0.4
 SU0118'MILE SOUTH OF THE Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST, IN THE
 SU0118'TOP OF A 1-FOOT-HIGH BOULDER, ABOUT 100 YARDS WEST OF THE WEST BANK OF
 SU0118'THE FLATHEAD RIVER, ABOUT 60 YARDS SOUTH OF A SMALL LONE CEDAR TREE,
 SU0118'95 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A GULLY, 46 FEET
 SU0118'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET LOWER THAN THE
 SU0118'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0041 ***********************************************************************
 SU0041  DESIGNATION -  E 375
 SU0041  PID         -  SU0041
 SU0041  STATE/COUNTY-  MT/SANDERS
 SU0041  USGS QUAD   -  ROUND BUTTE (1965)
 SU0041
 SU0041                         *CURRENT SURVEY CONTROL
 SU0041  ___________________________________________________________________
 SU0041* NAD 83(1986)-  47 35 12.     (N)    114 21 10.     (W)     SCALED    
 SU0041* NAVD 88     -       882.868  (meters)    2896.54   (feet)  ADJUSTED  
 SU0041  ___________________________________________________________________
 SU0041  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SU0041  DYNAMIC HT  -         882.837 (meters)    2896.44  (feet)  COMP
 SU0041  MODELED GRAV-     980,548.8   (mgal)                       NAVD 88
 SU0041
 SU0041  VERT ORDER  -  SECOND    CLASS 0
 SU0041
 SU0041.The horizontal coordinates were scaled from a topographic map and have
 SU0041.an estimated accuracy of +/- 6 seconds.
 SU0041
 SU0041.The orthometric height was determined by differential leveling
 SU0041.and adjusted by the National Geodetic Survey in June 1991..
 SU0041
 SU0041.The geoid height was determined by GEOID03.
 SU0041
 SU0041.The dynamic height is computed by dividing the NAVD 88
 SU0041.geopotential number by the normal gravity value computed on the
 SU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0041.degrees latitude (g = 980.6199 gals.).
 SU0041
 SU0041.The modeled gravity was interpolated from observed gravity values.
 SU0041
 SU0041;                    North         East    Units  Estimated Accuracy
 SU0041;SPC MT       -   382,060.      235,410.      MT  (+/- 180 meters Scaled)
 SU0041
 SU0041                          SUPERSEDED SURVEY CONTROL
 SU0041
 SU0041  NGVD 29 (??/??/92)  881.778  (m)         2892.97   (f) ADJ UNCH    2 0
 SU0041
 SU0041.Superseded values are not recommended for survey control.
 SU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0041.See file dsdata.txt to determine how the superseded data were derived.
 SU0041
 SU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN990737(NAD 83)
 SU0041_MARKER: DB = BENCH MARK DISK
 SU0041_SETTING: 80 = SET IN A BOULDER
 SU0041_SP_SET: BOULDER
 SU0041_STAMPING: E 375 1950
 SU0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0041+STABILITY: SURFACE MOTION
 SU0041
 SU0041  HISTORY     - Date     Condition        Report By
 SU0041  HISTORY     - 1950     MONUMENTED       CGS
 SU0041
 SU0041                          STATION DESCRIPTION
 SU0041
 SU0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0041'18.8 MI SW FROM POLSON.
 SU0041'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0041'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 10.1 MILES
 SU0041'SOUTHWEST ALONG A TRACK ROAD, 0.3 MILE SOUTH OF THE Y JUNCTION OF A
 SU0041'TRACK ROAD LEADING SOUTHEAST, IN THE TOP OF A LARGE LONE BOULDER, 193
 SU0041'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 18 FEET HIGHER THAN
 SU0041'THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0066 ***********************************************************************
 SU0066  DESIGNATION -  E 376
 SU0066  PID         -  SU0066
 SU0066  STATE/COUNTY-  MT/LAKE
 SU0066  USGS QUAD   -  POLSON (1964)
 SU0066
 SU0066                         *CURRENT SURVEY CONTROL
 SU0066  ___________________________________________________________________
 SU0066* NAD 83(1986)-  47 42 26.     (N)    114 11 13.     (W)     SCALED    
 SU0066* NAVD 88     -       893.887  (meters)    2932.69   (feet)  ADJUSTED  
 SU0066  ___________________________________________________________________
 SU0066  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 SU0066  DYNAMIC HT  -         893.857 (meters)    2932.60  (feet)  COMP
 SU0066  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 SU0066
 SU0066  VERT ORDER  -  SECOND    CLASS 0
 SU0066
 SU0066.The horizontal coordinates were scaled from a topographic map and have
 SU0066.an estimated accuracy of +/- 6 seconds.
 SU0066
 SU0066.The orthometric height was determined by differential leveling
 SU0066.and adjusted by the National Geodetic Survey in June 1991..
 SU0066
 SU0066.The geoid height was determined by GEOID03.
 SU0066
 SU0066.The dynamic height is computed by dividing the NAVD 88
 SU0066.geopotential number by the normal gravity value computed on the
 SU0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0066.degrees latitude (g = 980.6199 gals.).
 SU0066
 SU0066.The modeled gravity was interpolated from observed gravity values.
 SU0066
 SU0066;                    North         East    Units  Estimated Accuracy
 SU0066;SPC MT       -   394,670.      248,660.      MT  (+/- 180 meters Scaled)
 SU0066
 SU0066                          SUPERSEDED SURVEY CONTROL
 SU0066
 SU0066  NGVD 29 (??/??/92)  892.786  (m)         2929.08   (f) ADJ UNCH    2 0
 SU0066
 SU0066.Superseded values are not recommended for survey control.
 SU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0066.See file dsdata.txt to determine how the superseded data were derived.
 SU0066
 SU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN110875(NAD 83)
 SU0066_MARKER: DB = BENCH MARK DISK
 SU0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0066_SP_SET: CULVERT
 SU0066_STAMPING: E 376 1950
 SU0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0066
 SU0066  HISTORY     - Date     Condition        Report By
 SU0066  HISTORY     - 1950     MONUMENTED       CGS
 SU0066
 SU0066                          STATION DESCRIPTION
 SU0066
 SU0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0066'1.5 MI NW FROM POLSON.
 SU0066'1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT
 SU0066'POLSON, IN TOP OF THE APPROXIMATE CENTER OF THE EAST CONCRETE HEAD
 SU0066'WALL OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 14.6 FEET EAST OF
 SU0066'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 SU0066'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0622 ***********************************************************************
 SU0622  DESIGNATION -  E 377
 SU0622  PID         -  SU0622
 SU0622  STATE/COUNTY-  MT/SANDERS
 SU0622  USGS QUAD   -  THOMPSON PASS (1988)
 SU0622
 SU0622                         *CURRENT SURVEY CONTROL
 SU0622  ___________________________________________________________________
 SU0622* NAD 83(1986)-  47 31 15.     (N)    115 41 27.     (W)     SCALED    
 SU0622* NAVD 88     -      1557.738  (meters)    5110.68   (feet)  ADJUSTED  
 SU0622  ___________________________________________________________________
 SU0622  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 SU0622  DYNAMIC HT  -        1557.495 (meters)    5109.88  (feet)  COMP
 SU0622  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 SU0622
 SU0622  VERT ORDER  -  SECOND    CLASS 0
 SU0622
 SU0622.The horizontal coordinates were scaled from a topographic map and have
 SU0622.an estimated accuracy of +/- 6 seconds.
 SU0622
 SU0622.The orthometric height was determined by differential leveling
 SU0622.and adjusted by the National Geodetic Survey in June 1991..
 SU0622
 SU0622.The geoid height was determined by GEOID03.
 SU0622
 SU0622.The dynamic height is computed by dividing the NAVD 88
 SU0622.geopotential number by the normal gravity value computed on the
 SU0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0622.degrees latitude (g = 980.6199 gals.).
 SU0622
 SU0622.The modeled gravity was interpolated from observed gravity values.
 SU0622
 SU0622;                    North         East    Units  Estimated Accuracy
 SU0622;SPC MT       -   381,850.      134,500.      MT  (+/- 180 meters Scaled)
 SU0622
 SU0622                          SUPERSEDED SURVEY CONTROL
 SU0622
 SU0622  NGVD 29 (??/??/92) 1556.468  (m)         5106.51   (f) ADJ UNCH    2 0
 SU0622
 SU0622.Superseded values are not recommended for survey control.
 SU0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0622.See file dsdata.txt to determine how the superseded data were derived.
 SU0622
 SU0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN985638(NAD 83)
 SU0622_MARKER: DB = BENCH MARK DISK
 SU0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0622_SP_SET: CULVERT
 SU0622_STAMPING: E 377 1952
 SU0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SU0622+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2004
 SU0622
 SU0622  HISTORY     - Date     Condition        Report By
 SU0622  HISTORY     - 1952     MONUMENTED       CGS
 SU0622  HISTORY     - 20040926 GOOD             USPSQD
 SU0622
 SU0622                          STATION DESCRIPTION
 SU0622
 SU0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0622'7.1 MI E FROM BURKE, IDAHO.
 SU0622'7.1 MILES EAST ALONG STATE HIGHWAY 4 FROM THE U.P. RAILROAD STATION AT
 SU0622'BURKE, 1.1 MILES EAST OF THE IDAHO-MONTANA STATE LINE, ON THE EAST
 SU0622'BANK OF A SMALL WASH, IN THE TOP OF AND AT THE NORTH END OF A 3-BY-4
 SU0622'FOOT GREY ROCK OUTCROP, PROJECTING 1.5 FEET ABOVE THE SURFACE OF THE
 SU0622'GROUND, 0.45 MILE NORTHWEST OF THE T JUNCTION OF A TRACK ROAD LEADING
 SU0622'EAST, 22.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 4.0
 SU0622'FEET HIGHER THAN THE HIGHWAY, 13.4 FEET NORTH OF THE NORTH END OF AN
 SU0622'18-INCH CORRUGATED METAL PIPE CULVERT, 4.5 FEET EAST OF THE
 SU0622'APPROXIMATE CENTER OF THE WASH, AND 0.8 FOOT SOUTH OF THE NORTH EDGE
 SU0622'OF THE OUTCROP.
 SU0622
 SU0622                          STATION RECOVERY (2004)
 SU0622
 SU0622'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLM)
 SU0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0602 ***********************************************************************
 SU0602  DESIGNATION -  E 378
 SU0602  PID         -  SU0602
 SU0602  STATE/COUNTY-  MT/SANDERS
 SU0602  USGS QUAD   -  TROUT CREEK (1983)
 SU0602
 SU0602                         *CURRENT SURVEY CONTROL
 SU0602  ___________________________________________________________________
 SU0602* NAD 83(1986)-  47 51 02.     (N)    115 31 02.     (W)     SCALED    
 SU0602* NAVD 88     -       771.154  (meters)    2530.03   (feet)  ADJUSTED  
 SU0602  ___________________________________________________________________
 SU0602  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 SU0602  DYNAMIC HT  -         771.150 (meters)    2530.01  (feet)  COMP
 SU0602  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 SU0602
 SU0602  VERT ORDER  -  SECOND    CLASS 0
 SU0602
 SU0602.The horizontal coordinates were scaled from a topographic map and have
 SU0602.an estimated accuracy of +/- 6 seconds.
 SU0602
 SU0602.The orthometric height was determined by differential leveling
 SU0602.and adjusted by the National Geodetic Survey in June 1991..
 SU0602
 SU0602.The geoid height was determined by GEOID03.
 SU0602
 SU0602.The dynamic height is computed by dividing the NAVD 88
 SU0602.geopotential number by the normal gravity value computed on the
 SU0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0602.degrees latitude (g = 980.6199 gals.).
 SU0602
 SU0602.The modeled gravity was interpolated from observed gravity values.
 SU0602
 SU0602;                    North         East    Units  Estimated Accuracy
 SU0602;SPC MT       -   417,370.      150,340.      MT  (+/- 180 meters Scaled)
 SU0602
 SU0602                          SUPERSEDED SURVEY CONTROL
 SU0602
 SU0602  NGVD 29 (??/??/92)  769.961  (m)         2526.11   (f) ADJ UNCH    2 0
 SU0602
 SU0602.Superseded values are not recommended for survey control.
 SU0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0602.See file dsdata.txt to determine how the superseded data were derived.
 SU0602
 SU0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP109007(NAD 83)
 SU0602_MARKER: DB = BENCH MARK DISK
 SU0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0602_STAMPING: E 378 1952
 SU0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0602+STABILITY: SURFACE MOTION
 SU0602
 SU0602  HISTORY     - Date     Condition        Report By
 SU0602  HISTORY     - 1952     MONUMENTED       CGS
 SU0602  HISTORY     - 1966     MARK NOT FOUND   USGS
 SU0602
 SU0602                          STATION DESCRIPTION
 SU0602
 SU0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0602'6.7 MI NE FROM TROUT CREEK.
 SU0602'0.4 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC
 SU0602'RAILWAY STATION IN TROUT CREEK, THENCE 0.7 MILE NORTHWEST ALONG U. S.
 SU0602'HIGHWAY 10A, THENCE 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 SU0602'2.3 MILES NORTHEAST ALONG THE VERMILLION RIVER ROAD, ON THE OUTSIDE OF
 SU0602'A CURVE IN A SMALL DRAW, 25 FEET WEST OF THE SOUTHWEST END OF A CUT,
 SU0602'15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTHWEST OF
 SU0602'THE APPROXIMATE CENTER OF THE DRAW, 1.6 FEET SOUTHEAST OF A WITNESS
 SU0602'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SU0602'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SU0602
 SU0602                          STATION RECOVERY (1966)
 SU0602
 SU0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0327 ***********************************************************************
 TN0327  DESIGNATION -  E 379
 TN0327  PID         -  TN0327
 TN0327  STATE/COUNTY-  MT/LINCOLN
 TN0327  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0327
 TN0327                         *CURRENT SURVEY CONTROL
 TN0327  ___________________________________________________________________
 TN0327* NAD 83(1986)-  48 00 28.     (N)    115 22 19.     (W)     SCALED    
 TN0327* NAVD 88     -       928.248  (meters)    3045.43   (feet)  ADJUSTED  
 TN0327  ___________________________________________________________________
 TN0327  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 TN0327  DYNAMIC HT  -         928.232 (meters)    3045.37  (feet)  COMP
 TN0327  MODELED GRAV-     980,563.5   (mgal)                       NAVD 88
 TN0327
 TN0327  VERT ORDER  -  SECOND    CLASS 0
 TN0327
 TN0327.The horizontal coordinates were scaled from a topographic map and have
 TN0327.an estimated accuracy of +/- 6 seconds.
 TN0327
 TN0327.The orthometric height was determined by differential leveling
 TN0327.and adjusted by the National Geodetic Survey in June 1991..
 TN0327
 TN0327.The geoid height was determined by GEOID03.
 TN0327
 TN0327.The dynamic height is computed by dividing the NAVD 88
 TN0327.geopotential number by the normal gravity value computed on the
 TN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0327.degrees latitude (g = 980.6199 gals.).
 TN0327
 TN0327.The modeled gravity was interpolated from observed gravity values.
 TN0327
 TN0327;                    North         East    Units  Estimated Accuracy
 TN0327;SPC MT       -   433,970.      162,480.      MT  (+/- 180 meters Scaled)
 TN0327
 TN0327                          SUPERSEDED SURVEY CONTROL
 TN0327
 TN0327  NGVD 29 (??/??/92)  927.061  (m)         3041.53   (f) ADJ UNCH    2 0
 TN0327
 TN0327.Superseded values are not recommended for survey control.
 TN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0327.See file dsdata.txt to determine how the superseded data were derived.
 TN0327
 TN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP214184(NAD 83)
 TN0327_MARKER: DB = BENCH MARK DISK
 TN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0327_STAMPING: E 379 1952
 TN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0327+STABILITY: SURFACE MOTION
 TN0327
 TN0327  HISTORY     - Date     Condition        Report By
 TN0327  HISTORY     - 1952     MONUMENTED       CGS
 TN0327
 TN0327                          STATION DESCRIPTION
 TN0327
 TN0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0327'13.2 MI SW FROM HAPPYS INN.
 TN0327'11.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0327'HAPPYS INN, THENCE 1.8 MILES SOUTHWEST ALONG THE SILVER BUTTE ROAD,
 TN0327'0.45 MILE EAST OF THE Y JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 23
 TN0327'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A
 TN0327'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 TN0327'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0365 ***********************************************************************
 SQ0365  DESIGNATION -  E 38
 SQ0365  PID         -  SQ0365
 SQ0365  STATE/COUNTY-  MT/GARFIELD
 SQ0365  USGS QUAD   -  PINE GROVE SCHOOL (1987)
 SQ0365
 SQ0365                         *CURRENT SURVEY CONTROL
 SQ0365  ___________________________________________________________________
 SQ0365* NAD 83(1986)-  47 31 51.     (N)    107 31 44.     (W)     SCALED    
 SQ0365* NAVD 88     -      1002.374  (meters)    3288.62   (feet)  ADJUSTED  
 SQ0365  ___________________________________________________________________
 SQ0365  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 SQ0365  DYNAMIC HT  -        1002.365 (meters)    3288.59  (feet)  COMP
 SQ0365  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 SQ0365
 SQ0365  VERT ORDER  -  FIRST     CLASS II
 SQ0365
 SQ0365.The horizontal coordinates were scaled from a topographic map and have
 SQ0365.an estimated accuracy of +/- 6 seconds.
 SQ0365
 SQ0365.The orthometric height was determined by differential leveling
 SQ0365.and adjusted by the National Geodetic Survey in June 1991..
 SQ0365
 SQ0365.The geoid height was determined by GEOID03.
 SQ0365
 SQ0365.The dynamic height is computed by dividing the NAVD 88
 SQ0365.geopotential number by the normal gravity value computed on the
 SQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0365.degrees latitude (g = 980.6199 gals.).
 SQ0365
 SQ0365.The modeled gravity was interpolated from observed gravity values.
 SQ0365
 SQ0365;                    North         East    Units  Estimated Accuracy
 SQ0365;SPC MT       -   366,430.      748,320.      MT  (+/- 180 meters Scaled)
 SQ0365
 SQ0365                          SUPERSEDED SURVEY CONTROL
 SQ0365
 SQ0365  NGVD 29 (??/??/92) 1001.630  (m)         3286.18   (f) ADJ UNCH    1 2
 SQ0365
 SQ0365.Superseded values are not recommended for survey control.
 SQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0365.See file dsdata.txt to determine how the superseded data were derived.
 SQ0365
 SQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN096672(NAD 83)
 SQ0365_MARKER: DB = BENCH MARK DISK
 SQ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0365_STAMPING: 3286.181 E 38 1931
 SQ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0365+STABILITY: SURFACE MOTION
 SQ0365
 SQ0365  HISTORY     - Date     Condition        Report By
 SQ0365  HISTORY     - 1931     MONUMENTED       CGS
 SQ0365  HISTORY     - 1965     GOOD             USGS
 SQ0365
 SQ0365                          STATION DESCRIPTION
 SQ0365
 SQ0365'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0365'17.5 MI NW FROM BRUSETT.
 SQ0365'ABOUT 17.5 MILES NORTHWEST ALONG THE BLACKFOOT ROAD FROM BRUSETT,
 SQ0365'GARFIELD COUNTY, NEAR THE SOUTHWEST CORNER OF SECTION 31, T21N., R 33
 SQ0365'E., ON THE FREDRICK LOOMIS RANCH, 5 FEET NORTH AND 30 FEET WEST OF A
 SQ0365'GATE.  A STANDARD DISK, STAMPED 3286.181 E 38 1931 AND SET IN THE TOP
 SQ0365'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0302 ***********************************************************************
 TN0302  DESIGNATION -  E 380
 TN0302  PID         -  TN0302
 TN0302  STATE/COUNTY-  MT/LINCOLN
 TN0302  USGS QUAD   -  BARREN PEAK (1983)
 TN0302
 TN0302                         *CURRENT SURVEY CONTROL
 TN0302  ___________________________________________________________________
 TN0302* NAD 83(1986)-  48 06 02.     (N)    115 24 00.     (W)     SCALED    
 TN0302* NAVD 88     -       945.999  (meters)    3103.67   (feet)  ADJUSTED  
 TN0302  ___________________________________________________________________
 TN0302  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TN0302  DYNAMIC HT  -         945.999 (meters)    3103.67  (feet)  COMP
 TN0302  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 TN0302
 TN0302  VERT ORDER  -  SECOND    CLASS 0
 TN0302
 TN0302.The horizontal coordinates were scaled from a topographic map and have
 TN0302.an estimated accuracy of +/- 6 seconds.
 TN0302
 TN0302.The orthometric height was determined by differential leveling
 TN0302.and adjusted by the National Geodetic Survey in June 1991..
 TN0302
 TN0302.The geoid height was determined by GEOID03.
 TN0302
 TN0302.The dynamic height is computed by dividing the NAVD 88
 TN0302.geopotential number by the normal gravity value computed on the
 TN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0302.degrees latitude (g = 980.6199 gals.).
 TN0302
 TN0302.The modeled gravity was interpolated from observed gravity values.
 TN0302
 TN0302;                    North         East    Units  Estimated Accuracy
 TN0302;SPC MT       -   444,410.      161,170.      MT  (+/- 180 meters Scaled)
 TN0302
 TN0302                          SUPERSEDED SURVEY CONTROL
 TN0302
 TN0302  NGVD 29 (??/??/92)  944.835  (m)         3099.85   (f) ADJ UNCH    2 0
 TN0302
 TN0302.Superseded values are not recommended for survey control.
 TN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0302.See file dsdata.txt to determine how the superseded data were derived.
 TN0302
 TN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP191287(NAD 83)
 TN0302_MARKER: DD = SURVEY DISK
 TN0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0302_STAMPING: E 380 1952
 TN0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0302+STABILITY: SURFACE MOTION
 TN0302
 TN0302  HISTORY     - Date     Condition        Report By
 TN0302  HISTORY     - 1952     MONUMENTED       USDA
 TN0302  HISTORY     - 1952     GOOD             NGS
 TN0302
 TN0302                          STATION DESCRIPTION
 TN0302
 TN0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0302'17.2 MI NW FROM HAPPYS INN.
 TN0302'17.2 MILES NORTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0302'HAPPYS INN, BETWEEN TWO SMALL CUTS, DIRECTLY UNDER A TELEPHONE LINE,
 TN0302'29 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 27 1/2 FEET NORTHEAST OF
 TN0302'THE CENTER LINE OF THE HIGHWAY, 2.6 FEET NORTHWEST OF A WITNESS POST,
 TN0302'ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TN0302'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0152 ***********************************************************************
 TN0152  DESIGNATION -  E 381
 TN0152  PID         -  TN0152
 TN0152  STATE/COUNTY-  MT/FLATHEAD
 TN0152  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0152
 TN0152                         *CURRENT SURVEY CONTROL
 TN0152  ___________________________________________________________________
 TN0152* NAD 83(1986)-  48 09 23.     (N)    114 26 13.     (W)     SCALED    
 TN0152* NAVD 88     -       961.855  (meters)    3155.69   (feet)  ADJUSTED  
 TN0152  ___________________________________________________________________
 TN0152  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 TN0152  DYNAMIC HT  -         961.847 (meters)    3155.66  (feet)  COMP
 TN0152  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 TN0152
 TN0152  VERT ORDER  -  SECOND    CLASS 0
 TN0152
 TN0152.The horizontal coordinates were scaled from a topographic map and have
 TN0152.an estimated accuracy of +/- 6 seconds.
 TN0152
 TN0152.The orthometric height was determined by differential leveling
 TN0152.and adjusted by the National Geodetic Survey in June 1991..
 TN0152
 TN0152.The geoid height was determined by GEOID03.
 TN0152
 TN0152.The dynamic height is computed by dividing the NAVD 88
 TN0152.geopotential number by the normal gravity value computed on the
 TN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0152.degrees latitude (g = 980.6199 gals.).
 TN0152
 TN0152.The modeled gravity was interpolated from observed gravity values.
 TN0152
 TN0152;                    North         East    Units  Estimated Accuracy
 TN0152;SPC MT       -   445,650.      233,090.      MT  (+/- 180 meters Scaled)
 TN0152
 TN0152                          SUPERSEDED SURVEY CONTROL
 TN0152
 TN0152  NGVD 29 (??/??/92)  960.719  (m)         3151.96   (f) ADJ UNCH    2 0
 TN0152
 TN0152.Superseded values are not recommended for survey control.
 TN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0152.See file dsdata.txt to determine how the superseded data were derived.
 TN0152
 TN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP906368(NAD 83)
 TN0152_MARKER: DB = BENCH MARK DISK
 TN0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0152_SP_SET: BRIDGE ABUTMENT
 TN0152_STAMPING: E 381 1952
 TN0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0152
 TN0152  HISTORY     - Date     Condition        Report By
 TN0152  HISTORY     - 1952     MONUMENTED       CGS
 TN0152
 TN0152                          STATION DESCRIPTION
 TN0152
 TN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0152'7.1 MI SW FROM KALISPELL.
 TN0152'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0152'STATION AT KALISPELL, THENCE 6.9 MILES SOUTHWEST ALONG U. S. HIGHWAY
 TN0152'2, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 TN0152'OF BRIDGE NO. 6 - 1510 - 33.6, 15.4 FEET EAST OF THE CENTER LINE OF
 TN0152'THE HIGHWAY, 0.4 FEET NORTHWEST OF THE NORTHWEST FACE OF THE EAST
 TN0152'CONCRETE GUARD RAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0185 ***********************************************************************
 TN0185  DESIGNATION -  E 382
 TN0185  PID         -  TN0185
 TN0185  STATE/COUNTY-  MT/FLATHEAD
 TN0185  USGS QUAD   -  MEADOW PEAK (1983)
 TN0185
 TN0185                         *CURRENT SURVEY CONTROL
 TN0185  ___________________________________________________________________
 TN0185* NAD 83(1986)-  48 01 49.     (N)    114 56 55.     (W)     SCALED    
 TN0185* NAVD 88     -      1142.246  (meters)    3747.52   (feet)  ADJUSTED  
 TN0185  ___________________________________________________________________
 TN0185  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TN0185  DYNAMIC HT  -        1142.206 (meters)    3747.39  (feet)  COMP
 TN0185  MODELED GRAV-     980,536.6   (mgal)                       NAVD 88
 TN0185
 TN0185  VERT ORDER  -  SECOND    CLASS 0
 TN0185
 TN0185.The horizontal coordinates were scaled from a topographic map and have
 TN0185.an estimated accuracy of +/- 6 seconds.
 TN0185
 TN0185.The orthometric height was determined by differential leveling
 TN0185.and adjusted by the National Geodetic Survey in June 1991..
 TN0185
 TN0185.The geoid height was determined by GEOID03.
 TN0185
 TN0185.The dynamic height is computed by dividing the NAVD 88
 TN0185.geopotential number by the normal gravity value computed on the
 TN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0185.degrees latitude (g = 980.6199 gals.).
 TN0185
 TN0185.The modeled gravity was interpolated from observed gravity values.
 TN0185
 TN0185;                    North         East    Units  Estimated Accuracy
 TN0185;SPC MT       -   434,180.      194,140.      MT  (+/- 180 meters Scaled)
 TN0185
 TN0185                          SUPERSEDED SURVEY CONTROL
 TN0185
 TN0185  NGVD 29 (??/??/92) 1141.065  (m)         3743.64   (f) ADJ UNCH    2 0
 TN0185
 TN0185.Superseded values are not recommended for survey control.
 TN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0185.See file dsdata.txt to determine how the superseded data were derived.
 TN0185
 TN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP529217(NAD 83)
 TN0185_MARKER: DB = BENCH MARK DISK
 TN0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0185_SP_SET: CULVERT
 TN0185_STAMPING: E 382 1952
 TN0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0185
 TN0185  HISTORY     - Date     Condition        Report By
 TN0185  HISTORY     - 1952     MONUMENTED       CGS
 TN0185
 TN0185                          STATION DESCRIPTION
 TN0185
 TN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0185'11.1 MI SE FROM HAPPYS INN.
 TN0185'11.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0185'HAPPYS INN, IN THE TOP OF A 5- X 7-FOOT BOULDER PROJECTING 3 FEET
 TN0185'ABOVE THE GROUND, 1.3 FEET WEST OF THE EAST EDGE, 1.3 FEET NORTH OF
 TN0185'THE SOUTH EDGE, 100 FEET NORTHWEST OF THE NORTH END OF A 24-INCH
 TN0185'CORRUGATED METAL PIPE CULVERT, 62 FEET NORTH OF THE CENTER LINE OF THE
 TN0185'HIGHWAY, 41 FEET NORTHEAST OF A TELEPHONE POLE, AND ABOUT 4 FEET
 TN0185'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0299 ***********************************************************************
 SU0299  DESIGNATION -  E 383
 SU0299  PID         -  SU0299
 SU0299  STATE/COUNTY-  MT/SANDERS
 SU0299  USGS QUAD   -  MILL POCKET CREEK (1964)
 SU0299
 SU0299                         *CURRENT SURVEY CONTROL
 SU0299  ___________________________________________________________________
 SU0299* NAD 83(1986)-  47 52 16.     (N)    114 39 50.     (W)     SCALED    
 SU0299* NAVD 88     -      1032.725  (meters)    3388.20   (feet)  ADJUSTED  
 SU0299  ___________________________________________________________________
 SU0299  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SU0299  DYNAMIC HT  -        1032.690 (meters)    3388.08  (feet)  COMP
 SU0299  MODELED GRAV-     980,542.8   (mgal)                       NAVD 88
 SU0299
 SU0299  VERT ORDER  -  SECOND    CLASS 0
 SU0299
 SU0299.The horizontal coordinates were scaled from a topographic map and have
 SU0299.an estimated accuracy of +/- 6 seconds.
 SU0299
 SU0299.The orthometric height was determined by differential leveling
 SU0299.and adjusted by the National Geodetic Survey in June 1991..
 SU0299
 SU0299.The geoid height was determined by GEOID03.
 SU0299
 SU0299.The dynamic height is computed by dividing the NAVD 88
 SU0299.geopotential number by the normal gravity value computed on the
 SU0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0299.degrees latitude (g = 980.6199 gals.).
 SU0299
 SU0299.The modeled gravity was interpolated from observed gravity values.
 SU0299
 SU0299;                    North         East    Units  Estimated Accuracy
 SU0299;SPC MT       -   415,100.      214,160.      MT  (+/- 180 meters Scaled)
 SU0299
 SU0299                          SUPERSEDED SURVEY CONTROL
 SU0299
 SU0299  NGVD 29 (??/??/92) 1031.599  (m)         3384.50   (f) ADJ UNCH    2 0
 SU0299
 SU0299.Superseded values are not recommended for survey control.
 SU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0299.See file dsdata.txt to determine how the superseded data were derived.
 SU0299
 SU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP746046(NAD 83)
 SU0299_MARKER: DB = BENCH MARK DISK
 SU0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0299_STAMPING: E 383 1952
 SU0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0299+STABILITY: SURFACE MOTION
 SU0299
 SU0299  HISTORY     - Date     Condition        Report By
 SU0299  HISTORY     - 1952     MONUMENTED       CGS
 SU0299
 SU0299                          STATION DESCRIPTION
 SU0299
 SU0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0299'7.0 MI NW FROM NIARADA.
 SU0299'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0299'THENCE 6.9 MILES NORTHWEST ALONG A COUNTY ROAD, ON THE OUTSIDE OF A
 SU0299'CURVE, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET
 SU0299'NORTHEAST OF A FENCE POST WHERE THE FENCE LINE TURNS AT A 40 DEG
 SU0299'ANGLE, 1.8 FEET NORTHWEST OF THE FENCE. 1.9 FEET SOUTHWEST OF A
 SU0299'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SU0299'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0718 ***********************************************************************
 SS0718  DESIGNATION -  E 388
 SS0718  PID         -  SS0718
 SS0718  STATE/COUNTY-  MT/CASCADE
 SS0718  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0718
 SS0718                         *CURRENT SURVEY CONTROL
 SS0718  ___________________________________________________________________
 SS0718* NAD 83(1986)-  47 29 28.     (N)    111 20 02.     (W)     SCALED    
 SS0718* NAVD 88     -      1016.590  (meters)    3335.26   (feet)  ADJUSTED  
 SS0718  ___________________________________________________________________
 SS0718  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 SS0718  DYNAMIC HT  -        1016.519 (meters)    3335.03  (feet)  COMP
 SS0718  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 SS0718
 SS0718  VERT ORDER  -  FIRST     CLASS II
 SS0718
 SS0718.The horizontal coordinates were scaled from a topographic map and have
 SS0718.an estimated accuracy of +/- 6 seconds.
 SS0718
 SS0718.The orthometric height was determined by differential leveling
 SS0718.and adjusted by the National Geodetic Survey in June 1991..
 SS0718
 SS0718.The geoid height was determined by GEOID03.
 SS0718
 SS0718.The dynamic height is computed by dividing the NAVD 88
 SS0718.geopotential number by the normal gravity value computed on the
 SS0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0718.degrees latitude (g = 980.6199 gals.).
 SS0718
 SS0718.The modeled gravity was interpolated from observed gravity values.
 SS0718
 SS0718;                    North         East    Units  Estimated Accuracy
 SS0718;SPC MT       -   361,760.      461,900.      MT  (+/- 180 meters Scaled)
 SS0718
 SS0718                          SUPERSEDED SURVEY CONTROL
 SS0718
 SS0718  NGVD 29 (??/??/92) 1015.681  (m)         3332.28   (f) ADJ UNCH    1 2
 SS0718
 SS0718.Superseded values are not recommended for survey control.
 SS0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0718.See file dsdata.txt to determine how the superseded data were derived.
 SS0718
 SS0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT748597(NAD 83)
 SS0718_MARKER: DB = BENCH MARK DISK
 SS0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0718_SP_SET: ABUTMENT
 SS0718_STAMPING: E 388 1956
 SS0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0718
 SS0718  HISTORY     - Date     Condition        Report By
 SS0718  HISTORY     - 1956     MONUMENTED       CGS
 SS0718  HISTORY     - 1961     GOOD             NGS
 SS0718  HISTORY     - 1979     GOOD             NGS
 SS0718
 SS0718                          STATION DESCRIPTION
 SS0718
 SS0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0718'1.65 MI SW FROM GREAT FALLS.
 SS0718'1.65 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0718'AT GREAT FALLS, IN THE TOP OF THE SOUTHEAST END OF SOUTHWEST CONCRETE
 SS0718'ABUTMENT OF A DOUBLE SPAN STEEL TRUSS BRIDGE OVER THE SUN RIVER, 4.0
 SS0718'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 64 FEET SOUTHWEST OF THE
 SS0718'SOUTHWEST END OF THE SOUTHEAST STEEL SPAN, AND ABOUT 4 FEET LOWER THAN
 SS0718'THE TRACK.
 SS0718
 SS0718                          STATION RECOVERY (1979)
 SS0718
 SS0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0396 ***********************************************************************
 SQ0396  DESIGNATION -  E 39
 SQ0396  PID         -  SQ0396
 SQ0396  STATE/COUNTY-  MT/PHILLIPS
 SQ0396  USGS QUAD   -  EMOND RANCH (1987)
 SQ0396
 SQ0396                         *CURRENT SURVEY CONTROL
 SQ0396  ___________________________________________________________________
 SQ0396* NAD 83(1986)-  47 54 07.     (N)    107 52 40.     (W)     SCALED    
 SQ0396* NAVD 88     -       771.385  (meters)    2530.79   (feet)  ADJUSTED  
 SQ0396  ___________________________________________________________________
 SQ0396  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 SQ0396  DYNAMIC HT  -         771.426 (meters)    2530.92  (feet)  COMP
 SQ0396  MODELED GRAV-     980,639.6   (mgal)                       NAVD 88
 SQ0396
 SQ0396  VERT ORDER  -  FIRST     CLASS II
 SQ0396
 SQ0396.The horizontal coordinates were scaled from a topographic map and have
 SQ0396.an estimated accuracy of +/- 6 seconds.
 SQ0396
 SQ0396.The orthometric height was determined by differential leveling
 SQ0396.and adjusted by the National Geodetic Survey in June 1991..
 SQ0396
 SQ0396.The geoid height was determined by GEOID03.
 SQ0396
 SQ0396.The dynamic height is computed by dividing the NAVD 88
 SQ0396.geopotential number by the normal gravity value computed on the
 SQ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0396.degrees latitude (g = 980.6199 gals.).
 SQ0396
 SQ0396.The modeled gravity was interpolated from observed gravity values.
 SQ0396
 SQ0396;                    North         East    Units  Estimated Accuracy
 SQ0396;SPC MT       -   407,050.      721,220.      MT  (+/- 180 meters Scaled)
 SQ0396
 SQ0396                          SUPERSEDED SURVEY CONTROL
 SQ0396
 SQ0396  NGVD 29 (??/??/92)  770.639  (m)         2528.34   (f) ADJ UNCH    1 2
 SQ0396
 SQ0396.Superseded values are not recommended for survey control.
 SQ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0396.See file dsdata.txt to determine how the superseded data were derived.
 SQ0396
 SQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP849094(NAD 83)
 SQ0396_MARKER: DB = BENCH MARK DISK
 SQ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0396_STAMPING: 2528.338 E 39 1931
 SQ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0396+STABILITY: SURFACE MOTION
 SQ0396
 SQ0396  HISTORY     - Date     Condition        Report By
 SQ0396  HISTORY     - 1931     MONUMENTED       CGS
 SQ0396
 SQ0396                          STATION DESCRIPTION
 SQ0396
 SQ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0396'2.1 MI N FROM FIRST CREEK.
 SQ0396'ABOUT 2.1 MILES NORTH ALONG THE FIRST CREEK-MALTA ROAD FROM THE SOUTH
 SQ0396'FIRST CREEK SCHOOL AT FIRST CREEK, PHILLIPS COUNTY, ABOUT 1.8 MILES
 SQ0396'SOUTH OF THE JUNCTION OF THE ROAD LEADING WEST TO REGINA, ABOUT 600
 SQ0396'FEET NORTH OF AN EAST-AND-WEST FENCE, ABOUT 30 FEET EAST OF THE ROAD,
 SQ0396'12 FEET SOUTH OF A GATE AT A FARM ROAD, AND 6 FEET EAST OF A FENCE. A
 SQ0396'STANDARD DISK, STAMPED 2528.338 E 39 1931 AND SET IN THE TOP OF A
 SQ0396'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0355 ***********************************************************************
 RU0355  DESIGNATION -  E 393
 RU0355  PID         -  RU0355
 RU0355  STATE/COUNTY-  MT/YELLOWSTONE
 RU0355  USGS QUAD   -  WACO (1980)
 RU0355
 RU0355                         *CURRENT SURVEY CONTROL
 RU0355  ___________________________________________________________________
 RU0355* NAD 83(1986)-  46 05 10.     (N)    107 40 48.     (W)     SCALED    
 RU0355* NAVD 88     -       847.476  (meters)    2780.43   (feet)  ADJUSTED  
 RU0355  ___________________________________________________________________
 RU0355  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 RU0355  DYNAMIC HT  -         847.349 (meters)    2780.01  (feet)  COMP
 RU0355  MODELED GRAV-     980,437.1   (mgal)                       NAVD 88
 RU0355
 RU0355  VERT ORDER  -  FIRST     CLASS II
 RU0355
 RU0355.The horizontal coordinates were scaled from a topographic map and have
 RU0355.an estimated accuracy of +/- 6 seconds.
 RU0355
 RU0355.The orthometric height was determined by differential leveling
 RU0355.and adjusted by the National Geodetic Survey in June 1991..
 RU0355
 RU0355.The geoid height was determined by GEOID03.
 RU0355
 RU0355.The dynamic height is computed by dividing the NAVD 88
 RU0355.geopotential number by the normal gravity value computed on the
 RU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0355.degrees latitude (g = 980.6199 gals.).
 RU0355
 RU0355.The modeled gravity was interpolated from observed gravity values.
 RU0355
 RU0355;                    North         East    Units  Estimated Accuracy
 RU0355;SPC MT       -   205,680.      740,680.      MT  (+/- 180 meters Scaled)
 RU0355
 RU0355                          SUPERSEDED SURVEY CONTROL
 RU0355
 RU0355  NGVD 29 (??/??/92)  846.802  (m)         2778.22   (f) ADJ UNCH    1 2
 RU0355
 RU0355.Superseded values are not recommended for survey control.
 RU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0355.See file dsdata.txt to determine how the superseded data were derived.
 RU0355
 RU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM928071(NAD 83)
 RU0355_MARKER: DB = BENCH MARK DISK
 RU0355_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0355_SP_SET: 37 FT.
 RU0355_STAMPING: E 393 1958
 RU0355_MARK LOGO: CGS   
 RU0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0355
 RU0355  HISTORY     - Date     Condition        Report By
 RU0355  HISTORY     - 1958     MONUMENTED       CGS
 RU0355  HISTORY     - 1960     GOOD             NGS
 RU0355  HISTORY     - 1981     GOOD             NGS
 RU0355
 RU0355                          STATION DESCRIPTION
 RU0355
 RU0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0355'6.95 MI SW FROM CUSTER.
 RU0355'ABOUT 6.95 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0355'THE STATION AT CUSTER, IN THE SOUTHWEST 1/4 OF SECTION 18, T 4 N, R 33
 RU0355'E, 10 POLES SOUTHWEST OF MILE POST 179, 9 RAILS NORTHEAST OF A ROAD
 RU0355'CROSSING, 112 FEET SOUTH AND ACROSS THE TRACK FROM FEE STATION SIGN,
 RU0355'108 FEET NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 10 AND 12, 77
 RU0355'FEET WEST-SOUTHWEST OF THE WEST CORNER OF A SCALE HOUSE, 51 FEET
 RU0355'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 28 1/2 FEET
 RU0355'SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 12 1/2 FEET NORTHEAST
 RU0355'OF A TELEPHONE POLE, 1 1/2 FEET SOUTHWEST OF A METAL WITNESS POST,
 RU0355'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A
 RU0355'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 37 FEET AND
 RU0355'IS ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
 RU0355
 RU0355                          STATION RECOVERY (1981)
 RU0355
 RU0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0364 ***********************************************************************
 RU0364  DESIGNATION -  E 394
 RU0364  PID         -  RU0364
 RU0364  STATE/COUNTY-  MT/YELLOWSTONE
 RU0364  USGS QUAD   -  CUSTER (1980)
 RU0364
 RU0364                         *CURRENT SURVEY CONTROL
 RU0364  ___________________________________________________________________
 RU0364* NAD 83(1986)-  46 08 14.     (N)    107 32 02.     (W)     SCALED    
 RU0364* NAVD 88     -       831.133  (meters)    2726.81   (feet)  ADJUSTED  
 RU0364  ___________________________________________________________________
 RU0364  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 RU0364  DYNAMIC HT  -         831.019 (meters)    2726.43  (feet)  COMP
 RU0364  MODELED GRAV-     980,451.3   (mgal)                       NAVD 88
 RU0364
 RU0364  VERT ORDER  -  FIRST     CLASS II
 RU0364
 RU0364.The horizontal coordinates were scaled from a topographic map and have
 RU0364.an estimated accuracy of +/- 6 seconds.
 RU0364
 RU0364.The orthometric height was determined by differential leveling
 RU0364.and adjusted by the National Geodetic Survey in June 1991..
 RU0364
 RU0364.The geoid height was determined by GEOID03.
 RU0364
 RU0364.The dynamic height is computed by dividing the NAVD 88
 RU0364.geopotential number by the normal gravity value computed on the
 RU0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0364.degrees latitude (g = 980.6199 gals.).
 RU0364
 RU0364.The modeled gravity was interpolated from observed gravity values.
 RU0364
 RU0364;                    North         East    Units  Estimated Accuracy
 RU0364;SPC MT       -   211,630.      751,830.      MT  (+/- 180 meters Scaled)
 RU0364
 RU0364                          SUPERSEDED SURVEY CONTROL
 RU0364
 RU0364  NGVD 29 (??/??/92)  830.477  (m)         2724.66   (f) ADJ UNCH    1 2
 RU0364
 RU0364.Superseded values are not recommended for survey control.
 RU0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0364.See file dsdata.txt to determine how the superseded data were derived.
 RU0364
 RU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM042124(NAD 83)
 RU0364_MARKER: DB = BENCH MARK DISK
 RU0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RU0364_SP_SET: CULVERT
 RU0364_STAMPING: E 394 1958
 RU0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0364
 RU0364  HISTORY     - Date     Condition        Report By
 RU0364  HISTORY     - 1958     MONUMENTED       CGS
 RU0364  HISTORY     - 1960     GOOD             NGS
 RU0364
 RU0364                          STATION DESCRIPTION
 RU0364
 RU0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0364'1.2 MI NE FROM CUSTER.
 RU0364'ABOUT 1.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0364'STATION AT CUSTER, IN SECTION 36, T 5 N, R 33 E, IN THE TOP AND CENTER
 RU0364'OF THE NORTHWEST CONCRETE HEAD WALL OF CULVERT 171-760, 6 POLES
 RU0364'SOUTHWEST OF MILEPOST 171, 10 1/2 FEET NORTHWEST OF THE NORTHWEST
 RU0364'RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0062 ***********************************************************************
 QW0062  DESIGNATION -  E 395
 QW0062  PID         -  QW0062
 QW0062  STATE/COUNTY-  MT/YELLOWSTONE
 QW0062  USGS QUAD   -  NIBBE (1980)
 QW0062
 QW0062                         *CURRENT SURVEY CONTROL
 QW0062  ___________________________________________________________________
 QW0062* NAD 83(1986)-  45 58 18.     (N)    108 06 43.     (W)     SCALED    
 QW0062* NAVD 88     -       894.326  (meters)    2934.13   (feet)  ADJUSTED  
 QW0062  ___________________________________________________________________
 QW0062  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 QW0062  DYNAMIC HT  -         894.170 (meters)    2933.62  (feet)  COMP
 QW0062  MODELED GRAV-     980,411.0   (mgal)                       NAVD 88
 QW0062
 QW0062  VERT ORDER  -  FIRST     CLASS II
 QW0062
 QW0062.The horizontal coordinates were scaled from a topographic map and have
 QW0062.an estimated accuracy of +/- 6 seconds.
 QW0062
 QW0062.The orthometric height was determined by differential leveling
 QW0062.and adjusted by the National Geodetic Survey in June 1991..
 QW0062
 QW0062.The geoid height was determined by GEOID03.
 QW0062
 QW0062.The dynamic height is computed by dividing the NAVD 88
 QW0062.geopotential number by the normal gravity value computed on the
 QW0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0062.degrees latitude (g = 980.6199 gals.).
 QW0062
 QW0062.The modeled gravity was interpolated from observed gravity values.
 QW0062
 QW0062;                    North         East    Units  Estimated Accuracy
 QW0062;SPC MT       -   192,280.      707,530.      MT  (+/- 180 meters Scaled)
 QW0062
 QW0062                          SUPERSEDED SURVEY CONTROL
 QW0062
 QW0062  NGVD 29 (??/??/92)  893.601  (m)         2931.76   (f) ADJ UNCH    1 2
 QW0062
 QW0062.Superseded values are not recommended for survey control.
 QW0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0062.See file dsdata.txt to determine how the superseded data were derived.
 QW0062
 QW0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR237949(NAD 83)
 QW0062_MARKER: DB = BENCH MARK DISK
 QW0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0062_STAMPING: E 395 1958
 QW0062_MARK LOGO: CGS   
 QW0062_PROJECTION: PROJECTING 10 CENTIMETERS
 QW0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0062+STABILITY: SURFACE MOTION
 QW0062
 QW0062  HISTORY     - Date     Condition        Report By
 QW0062  HISTORY     - 1958     MONUMENTED       CGS
 QW0062  HISTORY     - 1960     GOOD             NGS
 QW0062  HISTORY     - 1981     GOOD             NGS
 QW0062
 QW0062                          STATION DESCRIPTION
 QW0062
 QW0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0062'2.4 MI NE FROM WORDEN.
 QW0062'ABOUT 2.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0062'STATION AT WORDEN, IN THE NORTHEAST 1/4 OF SECTION 33, T 3 N, R 29 E,
 QW0062'49 1/2 FEET EAST OF THE 4TH POLE SOUTHWEST OF MILEPOST 202, 6 1/2
 QW0062'RAILS SOUTHWEST OF THE CENTER LINE OF A ROAD CROSSING, 93 FEET
 QW0062'SOUTHEAST OF THE SOUTHEAST RAIL, 44 FEET NORTHWEST OF THE CENTER LINE
 QW0062'OF A GRAVELED ROAD, 1 FOOT NORTHWEST OF A FENCE, 1 1/2 FEET SOUTHWEST
 QW0062'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS,
 QW0062'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QW0062
 QW0062                          STATION RECOVERY (1981)
 QW0062
 QW0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0062'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0062'12.6 KM (7.8 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0062'FROM THE RAILROAD STATION IN POMPEYS PILLAR, 0.2 KM (0.1 MI) SOUTHWEST
 QW0062'OF MILE POST 202, 89.6 METERS (294.0 FT) SOUTHWEST OF THE CENTER OF A
 QW0062'GRAVELED ROAD, 28.3 METERS (93.0 FT) SOUTHEAST OF THE NEAR RAIL, 15.1
 QW0062'METERS (49.5 FT) EAST OF A UTILITY POLE, AND 13.4 METERS (44.0 FT)
 QW0062'NORTHWEST OF THE CENTER OF A GRAVELED ROAD.
 QW0062'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 QW0062'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0295 ***********************************************************************
 SR0295  DESIGNATION -  E 4 U
 SR0295  PID         -  SR0295
 SR0295  STATE/COUNTY-  MT/FERGUS
 SR0295  USGS QUAD   -  GERHARD CORNER (1985)
 SR0295
 SR0295                         *CURRENT SURVEY CONTROL
 SR0295  ___________________________________________________________________
 SR0295* NAD 83(1986)-  47 34 45.     (N)    109 14 30.     (W)     SCALED    
 SR0295* NAVD 88     -       996.380  (meters)    3268.96   (feet)  ADJUSTED  
 SR0295  ___________________________________________________________________
 SR0295  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SR0295  DYNAMIC HT  -         996.357 (meters)    3268.88  (feet)  COMP
 SR0295  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 SR0295
 SR0295  VERT ORDER  -  FIRST     CLASS II
 SR0295
 SR0295.The horizontal coordinates were scaled from a topographic map and have
 SR0295.an estimated accuracy of +/- 6 seconds.
 SR0295
 SR0295.The orthometric height was determined by differential leveling
 SR0295.and adjusted by the National Geodetic Survey in June 1991..
 SR0295
 SR0295.The geoid height was determined by GEOID03.
 SR0295
 SR0295.The dynamic height is computed by dividing the NAVD 88
 SR0295.geopotential number by the normal gravity value computed on the
 SR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0295.degrees latitude (g = 980.6199 gals.).
 SR0295
 SR0295.The modeled gravity was interpolated from observed gravity values.
 SR0295
 SR0295;                    North         East    Units  Estimated Accuracy
 SR0295;SPC MT       -   369,960.      619,420.      MT  (+/- 180 meters Scaled)
 SR0295
 SR0295                          SUPERSEDED SURVEY CONTROL
 SR0295
 SR0295  NGVD 29 (??/??/92)  995.575  (m)         3266.32   (f) ADJ UNCH    1 2
 SR0295
 SR0295.Superseded values are not recommended for survey control.
 SR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0295.See file dsdata.txt to determine how the superseded data were derived.
 SR0295
 SR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT322710(NAD 83)
 SR0295_MARKER: DS = TRIANGULATION STATION DISK
 SR0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0295_STAMPING: E 4 U 1961
 SR0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0295+STABILITY: SURFACE MOTION
 SR0295
 SR0295  HISTORY     - Date     Condition        Report By
 SR0295  HISTORY     - 1961     MONUMENTED       CGS
 SR0295  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0295
 SR0295                          STATION DESCRIPTION
 SR0295
 SR0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0295'7.95 MI NE FROM WINIFRED.
 SR0295'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0295'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0295'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.9 MILES EAST ALONG A
 SR0295'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.7
 SR0295'MILES EAST ALONG A GRAVELED ROAD TO A GATE AND A FENCE LEADING SOUTH,
 SR0295'THENCE 0.35 MILE SOUTH ALONG THE EAST SIDE OF THE FENCE, IN SECTION
 SR0295'23, T 21 N, R 19 E, 14 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD,
 SR0295'37.6 FEET NORTH OF E 4 U R.M. 2, 32.4 FEET SOUTH OF E 4 U R.M. 1, 4
 SR0295'FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SR0295'THE GROUND.
 SR0295
 SR0295                          STATION RECOVERY (1979)
 SR0295
 SR0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0294 ***********************************************************************
 SR0294  DESIGNATION -  E 4 U RM 1
 SR0294  PID         -  SR0294
 SR0294  STATE/COUNTY-  MT/FERGUS
 SR0294  USGS QUAD   -  GERHARD CORNER (1985)
 SR0294
 SR0294                         *CURRENT SURVEY CONTROL
 SR0294  ___________________________________________________________________
 SR0294* NAD 83(1986)-  47 34 46.     (N)    109 14 30.     (W)     SCALED    
 SR0294* NAVD 88     -       996.000  (meters)    3267.71   (feet)  ADJUSTED  
 SR0294  ___________________________________________________________________
 SR0294  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SR0294  DYNAMIC HT  -         995.977 (meters)    3267.63  (feet)  COMP
 SR0294  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 SR0294
 SR0294  VERT ORDER  -  FIRST     CLASS II
 SR0294
 SR0294.The horizontal coordinates were scaled from a topographic map and have
 SR0294.an estimated accuracy of +/- 6 seconds.
 SR0294
 SR0294.The orthometric height was determined by differential leveling
 SR0294.and adjusted by the National Geodetic Survey in June 1991..
 SR0294
 SR0294.The geoid height was determined by GEOID03.
 SR0294
 SR0294.The dynamic height is computed by dividing the NAVD 88
 SR0294.geopotential number by the normal gravity value computed on the
 SR0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0294.degrees latitude (g = 980.6199 gals.).
 SR0294
 SR0294.The modeled gravity was interpolated from observed gravity values.
 SR0294
 SR0294;                    North         East    Units  Estimated Accuracy
 SR0294;SPC MT       -   369,990.      619,420.      MT  (+/- 180 meters Scaled)
 SR0294
 SR0294                          SUPERSEDED SURVEY CONTROL
 SR0294
 SR0294  NGVD 29 (??/??/92)  995.195  (m)         3265.07   (f) ADJ UNCH    1 2
 SR0294
 SR0294.Superseded values are not recommended for survey control.
 SR0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0294.See file dsdata.txt to determine how the superseded data were derived.
 SR0294
 SR0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT322710(NAD 83)
 SR0294_MARKER: DR = REFERENCE MARK DISK
 SR0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0294_STAMPING: E 4 U NO 1 1961
 SR0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0294+STABILITY: SURFACE MOTION
 SR0294
 SR0294  HISTORY     - Date     Condition        Report By
 SR0294  HISTORY     - 1961     MONUMENTED       CGS
 SR0294
 SR0294                          STATION DESCRIPTION
 SR0294
 SR0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0294'7.95 MI NE FROM WINIFRED.
 SR0294'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0294'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0294'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.9 MILES EAST ALONG A
 SR0294'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.7
 SR0294'MILES EAST ALONG A GRAVELED ROAD TO A GATE AND A FENCE LEADING SOUTH,
 SR0294'THENCE 0.35 MILE SOUTH ALONG A TRAIL ROAD ALONG THE EAST SIDE OF THE
 SR0294'FENCE, IN SECTION 23, T 21 N, R 19 E, 15 FEET WEST OF THE CENTER LINE
 SR0294'OF THE TRAIL ROAD, 32.4 FEET NORTH OF E 4 U 1961, 1 FOOT EAST OF A
 SR0294'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0296 ***********************************************************************
 SR0296  DESIGNATION -  E 4 U RM 2
 SR0296  PID         -  SR0296
 SR0296  STATE/COUNTY-  MT/FERGUS
 SR0296  USGS QUAD   -  GERHARD CORNER (1985)
 SR0296
 SR0296                         *CURRENT SURVEY CONTROL
 SR0296  ___________________________________________________________________
 SR0296* NAD 83(1986)-  47 34 44.     (N)    109 14 31.     (W)     SCALED    
 SR0296* NAVD 88     -       995.865  (meters)    3267.27   (feet)  ADJUSTED  
 SR0296  ___________________________________________________________________
 SR0296  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SR0296  DYNAMIC HT  -         995.841 (meters)    3267.19  (feet)  COMP
 SR0296  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 SR0296
 SR0296  VERT ORDER  -  FIRST     CLASS II
 SR0296
 SR0296.The horizontal coordinates were scaled from a topographic map and have
 SR0296.an estimated accuracy of +/- 6 seconds.
 SR0296
 SR0296.The orthometric height was determined by differential leveling
 SR0296.and adjusted by the National Geodetic Survey in June 1991..
 SR0296
 SR0296.The geoid height was determined by GEOID03.
 SR0296
 SR0296.The dynamic height is computed by dividing the NAVD 88
 SR0296.geopotential number by the normal gravity value computed on the
 SR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0296.degrees latitude (g = 980.6199 gals.).
 SR0296
 SR0296.The modeled gravity was interpolated from observed gravity values.
 SR0296
 SR0296;                    North         East    Units  Estimated Accuracy
 SR0296;SPC MT       -   369,930.      619,400.      MT  (+/- 180 meters Scaled)
 SR0296
 SR0296                          SUPERSEDED SURVEY CONTROL
 SR0296
 SR0296  NGVD 29 (??/??/92)  995.060  (m)         3264.63   (f) ADJ UNCH    1 2
 SR0296
 SR0296.Superseded values are not recommended for survey control.
 SR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0296.See file dsdata.txt to determine how the superseded data were derived.
 SR0296
 SR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT322709(NAD 83)
 SR0296_MARKER: DR = REFERENCE MARK DISK
 SR0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0296_STAMPING: E 4 U NO 2 1961
 SR0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0296+STABILITY: SURFACE MOTION
 SR0296
 SR0296  HISTORY     - Date     Condition        Report By
 SR0296  HISTORY     - 1961     MONUMENTED       CGS
 SR0296
 SR0296                          STATION DESCRIPTION
 SR0296
 SR0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0296'7.95 MI NE FROM WINIFRED.
 SR0296'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0296'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0296'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.9 MILES EAST ALONG A
 SR0296'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.7
 SR0296'MILES EAST ALONG A GRAVELED ROAD TO A GATE AND A FENCE LEADING SOUTH,
 SR0296'THENCE 0.35 MILE SOUTH ALONG A TRAIL ROAD ALONG THE EAST SIDE OF THE
 SR0296'FENCE, IN SECTION 23, T 21 N, R 19 E, 15 FEET EAST OF THE CENTER LINE
 SR0296'OF THE TRAIL ROAD, 37.6 FEET SOUTH OF E 4 U 1961, 1 1/2 FEET EAST OF A
 SR0296'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0298 ***********************************************************************
 SR0298  DESIGNATION -  E 4 V
 SR0298  PID         -  SR0298
 SR0298  STATE/COUNTY-  MT/FERGUS
 SR0298  USGS QUAD   -  GERHARD CORNER (1985)
 SR0298
 SR0298                         *CURRENT SURVEY CONTROL
 SR0298  ___________________________________________________________________
 SR0298* NAD 83(1986)-  47 35 04.     (N)    109 14 32.     (W)     SCALED    
 SR0298* NAVD 88     -       997.139  (meters)    3271.45   (feet)  ADJUSTED  
 SR0298  ___________________________________________________________________
 SR0298  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SR0298  DYNAMIC HT  -         997.116 (meters)    3271.37  (feet)  COMP
 SR0298  MODELED GRAV-     980,554.9   (mgal)                       NAVD 88
 SR0298
 SR0298  VERT ORDER  -  FIRST     CLASS II
 SR0298
 SR0298.The horizontal coordinates were scaled from a topographic map and have
 SR0298.an estimated accuracy of +/- 6 seconds.
 SR0298
 SR0298.The orthometric height was determined by differential leveling
 SR0298.and adjusted by the National Geodetic Survey in June 1991..
 SR0298
 SR0298.The geoid height was determined by GEOID03.
 SR0298
 SR0298.The dynamic height is computed by dividing the NAVD 88
 SR0298.geopotential number by the normal gravity value computed on the
 SR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0298.degrees latitude (g = 980.6199 gals.).
 SR0298
 SR0298.The modeled gravity was interpolated from observed gravity values.
 SR0298
 SR0298;                    North         East    Units  Estimated Accuracy
 SR0298;SPC MT       -   370,550.      619,380.      MT  (+/- 180 meters Scaled)
 SR0298
 SR0298                          SUPERSEDED SURVEY CONTROL
 SR0298
 SR0298  NGVD 29 (??/??/92)  996.335  (m)         3268.81   (f) ADJ UNCH    1 2
 SR0298
 SR0298.Superseded values are not recommended for survey control.
 SR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0298.See file dsdata.txt to determine how the superseded data were derived.
 SR0298
 SR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT321716(NAD 83)
 SR0298_MARKER: DS = TRIANGULATION STATION DISK
 SR0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0298_STAMPING: E 4 V 1961
 SR0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0298+STABILITY: SURFACE MOTION
 SR0298
 SR0298  HISTORY     - Date     Condition        Report By
 SR0298  HISTORY     - 1961     MONUMENTED       CGS
 SR0298
 SR0298                          STATION DESCRIPTION
 SR0298
 SR0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0298'7.7 MI NE FROM WINIFRED.
 SR0298'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0298'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0298'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.9 MILES EAST ALONG A
 SR0298'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.8
 SR0298'MILES EAST ALONG A GRAVELED ROAD, IN SECTION 14, T 21 N, R 19 E, 0.1
 SR0298'MILE NORTHEAST OF THE JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING
 SR0298'SOUTH ALONG THE EAST SIDE OF A FENCE, ON THE CREST OF A HILL IN A
 SR0298'CULTIVATED FIELD, 229 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 SR0298'ROAD, 175 1/2 FEET NORTH OF A FENCE, 200.8 FEET NORTHEAST OF E 4 V
 SR0298'R.M. 2, 189.4 FEET NORTHWEST OF E 4 V R.M. 1, AND SET IN THE TOP OF A
 SR0298'CONCRETE POST WHICH IS 14 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0297 ***********************************************************************
 SR0297  DESIGNATION -  E 4 V RM 1
 SR0297  PID         -  SR0297
 SR0297  STATE/COUNTY-  MT/FERGUS
 SR0297  USGS QUAD   -  GERHARD CORNER (1985)
 SR0297
 SR0297                         *CURRENT SURVEY CONTROL
 SR0297  ___________________________________________________________________
 SR0297* NAD 83(1986)-  47 35 03.     (N)    109 14 30.     (W)     SCALED    
 SR0297* NAVD 88     -       992.846  (meters)    3257.36   (feet)  ADJUSTED  
 SR0297  ___________________________________________________________________
 SR0297  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SR0297  DYNAMIC HT  -         992.822 (meters)    3257.28  (feet)  COMP
 SR0297  MODELED GRAV-     980,554.9   (mgal)                       NAVD 88
 SR0297
 SR0297  VERT ORDER  -  FIRST     CLASS II
 SR0297
 SR0297.The horizontal coordinates were scaled from a topographic map and have
 SR0297.an estimated accuracy of +/- 6 seconds.
 SR0297
 SR0297.The orthometric height was determined by differential leveling
 SR0297.and adjusted by the National Geodetic Survey in June 1991..
 SR0297
 SR0297.The geoid height was determined by GEOID03.
 SR0297
 SR0297.The dynamic height is computed by dividing the NAVD 88
 SR0297.geopotential number by the normal gravity value computed on the
 SR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0297.degrees latitude (g = 980.6199 gals.).
 SR0297
 SR0297.The modeled gravity was interpolated from observed gravity values.
 SR0297
 SR0297;                    North         East    Units  Estimated Accuracy
 SR0297;SPC MT       -   370,520.      619,420.      MT  (+/- 180 meters Scaled)
 SR0297
 SR0297                          SUPERSEDED SURVEY CONTROL
 SR0297
 SR0297  NGVD 29 (??/??/92)  992.041  (m)         3254.72   (f) ADJ UNCH    1 2
 SR0297
 SR0297.Superseded values are not recommended for survey control.
 SR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0297.See file dsdata.txt to determine how the superseded data were derived.
 SR0297
 SR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT322715(NAD 83)
 SR0297_MARKER: DR = REFERENCE MARK DISK
 SR0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0297_STAMPING: E 4 V NO 1 1961
 SR0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0297+STABILITY: SURFACE MOTION
 SR0297
 SR0297  HISTORY     - Date     Condition        Report By
 SR0297  HISTORY     - 1961     MONUMENTED       CGS
 SR0297
 SR0297                          STATION DESCRIPTION
 SR0297
 SR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0297'7.7 MI NE FROM WINIFRED.
 SR0297'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0297'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0297'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.9 MILES EAST ALONG A
 SR0297'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.8
 SR0297'MILES EAST ALONG A GRAVELED ROAD, IN SECTION 14, T 21 N, R 19 E, 0.1
 SR0297'MILE EAST OF THE JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING SOUTH
 SR0297'ALONG THE EAST SIDE OF A FENCE, 40 FEET NORTH OF THE CENTER LINE OF
 SR0297'THE GRAVELED ROAD, 189.4 FEET SOUTHEAST OF E 4 V 1961, 1 1/2 FEET
 SR0297'SOUTH OF A FENCE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 SR0297'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0293 ***********************************************************************
 SR0293  DESIGNATION -  E 4 V RM 2
 SR0293  PID         -  SR0293
 SR0293  STATE/COUNTY-  MT/FERGUS
 SR0293  USGS QUAD   -  GERHARD CORNER (1985)
 SR0293
 SR0293                         *CURRENT SURVEY CONTROL
 SR0293  ___________________________________________________________________
 SR0293* NAD 83(1986)-  47 35 03.     (N)    109 14 33.     (W)     SCALED    
 SR0293* NAVD 88     -       991.611  (meters)    3253.31   (feet)  ADJUSTED  
 SR0293  ___________________________________________________________________
 SR0293  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SR0293  DYNAMIC HT  -         991.587 (meters)    3253.23  (feet)  COMP
 SR0293  MODELED GRAV-     980,554.8   (mgal)                       NAVD 88
 SR0293
 SR0293  VERT ORDER  -  FIRST     CLASS II
 SR0293
 SR0293.The horizontal coordinates were scaled from a topographic map and have
 SR0293.an estimated accuracy of +/- 6 seconds.
 SR0293
 SR0293.The orthometric height was determined by differential leveling
 SR0293.and adjusted by the National Geodetic Survey in June 1991..
 SR0293
 SR0293.The geoid height was determined by GEOID03.
 SR0293
 SR0293.The dynamic height is computed by dividing the NAVD 88
 SR0293.geopotential number by the normal gravity value computed on the
 SR0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0293.degrees latitude (g = 980.6199 gals.).
 SR0293
 SR0293.The modeled gravity was interpolated from observed gravity values.
 SR0293
 SR0293;                    North         East    Units  Estimated Accuracy
 SR0293;SPC MT       -   370,520.      619,360.      MT  (+/- 180 meters Scaled)
 SR0293
 SR0293                          SUPERSEDED SURVEY CONTROL
 SR0293
 SR0293  NGVD 29 (??/??/92)  990.806  (m)         3250.67   (f) ADJ UNCH    1 2
 SR0293
 SR0293.Superseded values are not recommended for survey control.
 SR0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0293.See file dsdata.txt to determine how the superseded data were derived.
 SR0293
 SR0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT321715(NAD 83)
 SR0293_MARKER: DR = REFERENCE MARK DISK
 SR0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0293_STAMPING: E 4 V NO 2 1961
 SR0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0293+STABILITY: SURFACE MOTION
 SR0293
 SR0293  HISTORY     - Date     Condition        Report By
 SR0293  HISTORY     - 1961     MONUMENTED       CGS
 SR0293
 SR0293                          STATION DESCRIPTION
 SR0293
 SR0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0293'7.7 MI NE FROM WINIFRED.
 SR0293'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0293'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0293'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.9 MILES EAST ALONG A
 SR0293'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.8
 SR0293'MILES EAST ALONG A GRAVELED ROAD, IN SECTION 14, T 21 N, R 19 E, 0.1
 SR0293'MILE EAST OF THE JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING SOUTH
 SR0293'ALONG THE EAST SIDE OF A FENCE, 40 FEET NORTH OF THE CENTER LINE OF
 SR0293'THE ROAD, 200.8 FEET SOUTHWEST OF E 4 V 1961, 2.7 FEET EAST OF A METAL
 SR0293'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SR0293'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0735 ***********************************************************************
 SS0735  DESIGNATION -  E 40
 SS0735  PID         -  SS0735
 SS0735  STATE/COUNTY-  MT/CASCADE
 SS0735  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS0735
 SS0735                         *CURRENT SURVEY CONTROL
 SS0735  ___________________________________________________________________
 SS0735* NAD 83(1986)-  47 27 02.     (N)    111 14 18.     (W)     SCALED    
 SS0735* NAVD 88     -      1021.694  (meters)    3352.01   (feet)  ADJUSTED  
 SS0735  ___________________________________________________________________
 SS0735  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 SS0735  DYNAMIC HT  -        1021.619 (meters)    3351.76  (feet)  COMP
 SS0735  MODELED GRAV-     980,504.7   (mgal)                       NAVD 88
 SS0735
 SS0735  VERT ORDER  -  FIRST     CLASS II
 SS0735
 SS0735.The horizontal coordinates were scaled from a topographic map and have
 SS0735.an estimated accuracy of +/- 6 seconds.
 SS0735
 SS0735.The orthometric height was determined by differential leveling
 SS0735.and adjusted by the National Geodetic Survey in June 1991..
 SS0735
 SS0735.The geoid height was determined by GEOID03.
 SS0735
 SS0735.The dynamic height is computed by dividing the NAVD 88
 SS0735.geopotential number by the normal gravity value computed on the
 SS0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0735.degrees latitude (g = 980.6199 gals.).
 SS0735
 SS0735.The modeled gravity was interpolated from observed gravity values.
 SS0735
 SS0735;                    North         East    Units  Estimated Accuracy
 SS0735;SPC MT       -   357,090.      468,990.      MT  (+/- 180 meters Scaled)
 SS0735
 SS0735                          SUPERSEDED SURVEY CONTROL
 SS0735
 SS0735  NGVD 29 (??/??/92) 1020.789  (m)         3349.04   (f) ADJ UNCH    1 2
 SS0735
 SS0735.Superseded values are not recommended for survey control.
 SS0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0735.See file dsdata.txt to determine how the superseded data were derived.
 SS0735
 SS0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT820552(NAD 83)
 SS0735_MARKER: DB = BENCH MARK DISK
 SS0735_SETTING: 66 = SET IN ROCK OUTCROP
 SS0735_SP_SET: ROCK LEDGE
 SS0735_STAMPING: E 40 1931
 SS0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0735+STABILITY: POSITION/ELEVATION WELL
 SS0735
 SS0735  HISTORY     - Date     Condition        Report By
 SS0735  HISTORY     - 1931     MONUMENTED       CGS
 SS0735  HISTORY     - 1961     GOOD             NGS
 SS0735
 SS0735                          STATION DESCRIPTION
 SS0735
 SS0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0735'4.0 MI W FROM GERBER.
 SS0735'ABOUT 4.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0735'SIGN AT GERBER, IN SECTION 28, T 20 N, R 4 E, 4 POLES WEST OF THE
 SS0735'RAILROAD SIDING WHICH WAS FORMERLY FIELDS, 37 1/2 FEET NORTHEAST OF
 SS0735'THE 6TH POLE EAST OF MILEPOST 217, 53 FEET NORTH OF THE NORTH RAIL OF
 SS0735'THE MAIN TRACK, SET IN THE TOP OF A ROCK LEDGE, 37 1/2 FEET NORTH OF
 SS0735'THE NORTH RAIL OF A SIDE TRACK, 21 FEET NORTH OF A FENCE, ABOUT 2 FEET
 SS0735'ABOVE THE LEVEL OF THE TRACK, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0066 ***********************************************************************
 SS0066  DESIGNATION -  E 41
 SS0066  PID         -  SS0066
 SS0066  STATE/COUNTY-  MT/JUDITH BASIN
 SS0066  USGS QUAD   -  GEYSER (1979)
 SS0066
 SS0066                         *CURRENT SURVEY CONTROL
 SS0066  ___________________________________________________________________
 SS0066* NAD 83(1986)-  47 15 11.     (N)    110 24 57.     (W)     SCALED    
 SS0066* NAVD 88     -      1283.634  (meters)    4211.39   (feet)  ADJUSTED  
 SS0066  ___________________________________________________________________
 SS0066  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 SS0066  DYNAMIC HT  -        1283.477 (meters)    4210.87  (feet)  COMP
 SS0066  MODELED GRAV-     980,445.6   (mgal)                       NAVD 88
 SS0066
 SS0066  VERT ORDER  -  FIRST     CLASS II
 SS0066
 SS0066.The horizontal coordinates were scaled from a topographic map and have
 SS0066.an estimated accuracy of +/- 6 seconds.
 SS0066
 SS0066.The orthometric height was determined by differential leveling
 SS0066.and adjusted by the National Geodetic Survey in June 1991..
 SS0066
 SS0066.The geoid height was determined by GEOID03.
 SS0066
 SS0066.The dynamic height is computed by dividing the NAVD 88
 SS0066.geopotential number by the normal gravity value computed on the
 SS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0066.degrees latitude (g = 980.6199 gals.).
 SS0066
 SS0066.The modeled gravity was interpolated from observed gravity values.
 SS0066
 SS0066;                    North         East    Units  Estimated Accuracy
 SS0066;SPC MT       -   334,100.      530,720.      MT  (+/- 180 meters Scaled)
 SS0066
 SS0066                          SUPERSEDED SURVEY CONTROL
 SS0066
 SS0066  NGVD 29 (??/??/92) 1282.707  (m)         4208.35   (f) ADJ UNCH    1 2
 SS0066
 SS0066.Superseded values are not recommended for survey control.
 SS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0066.See file dsdata.txt to determine how the superseded data were derived.
 SS0066
 SS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT442334(NAD 83)
 SS0066_MARKER: DB = BENCH MARK DISK
 SS0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0066_STAMPING: E 41 1931
 SS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0066+STABILITY: SURFACE MOTION
 SS0066
 SS0066  HISTORY     - Date     Condition        Report By
 SS0066  HISTORY     - 1931     MONUMENTED       CGS
 SS0066  HISTORY     - 1961     GOOD             NGS
 SS0066
 SS0066                          STATION DESCRIPTION
 SS0066
 SS0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0066'3.75 MI E FROM GEYSER.
 SS0066'ABOUT 3.75 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0066'STATION AT GEYSER, IN SECTION 11, T 17 N, R 10 E, 23 FEET SOUTHEAST OF
 SS0066'THE SECOND POLE EAST OF MILEPOST 167, 59 FEET SOUTH OF THE SOUTH RAIL,
 SS0066'2 FEET WEST OF AN OFFSET IN A FENCE, 1.1 FEET FROM A METAL WITNESS
 SS0066'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SS0066'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0364 ***********************************************************************
 RV0364  DESIGNATION -  E 42
 RV0364  PID         -  RV0364
 RV0364  STATE/COUNTY-  MT/JUDITH BASIN
 RV0364  USGS QUAD   -  SIPPLE (1970)
 RV0364
 RV0364                         *CURRENT SURVEY CONTROL
 RV0364  ___________________________________________________________________
 RV0364* NAD 83(1986)-  46 52 56.     (N)    109 48 19.     (W)     SCALED    
 RV0364* NAVD 88     -      1274.080  (meters)    4180.04   (feet)  ADJUSTED  
 RV0364  ___________________________________________________________________
 RV0364  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 RV0364  DYNAMIC HT  -        1273.864 (meters)    4179.34  (feet)  COMP
 RV0364  MODELED GRAV-     980,400.1   (mgal)                       NAVD 88
 RV0364
 RV0364  VERT ORDER  -  FIRST     CLASS II
 RV0364
 RV0364.The horizontal coordinates were scaled from a topographic map and have
 RV0364.an estimated accuracy of +/- 6 seconds.
 RV0364
 RV0364.The orthometric height was determined by differential leveling
 RV0364.and adjusted by the National Geodetic Survey in June 1991..
 RV0364.WARNING-Repeat measurements at this control monument indicate possible
 RV0364.vertical movement.
 RV0364
 RV0364.The geoid height was determined by GEOID03.
 RV0364
 RV0364.The dynamic height is computed by dividing the NAVD 88
 RV0364.geopotential number by the normal gravity value computed on the
 RV0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0364.degrees latitude (g = 980.6199 gals.).
 RV0364
 RV0364.The modeled gravity was interpolated from observed gravity values.
 RV0364
 RV0364;                    North         East    Units  Estimated Accuracy
 RV0364;SPC MT       -   292,540.      576,750.      MT  (+/- 180 meters Scaled)
 RV0364
 RV0364                          SUPERSEDED SURVEY CONTROL
 RV0364
 RV0364  NGVD 29 (??/??/92) 1273.145  (m)         4176.98   (f) ADJ UNCH    1 2
 RV0364
 RV0364.Superseded values are not recommended for survey control.
 RV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0364.See file dsdata.txt to determine how the superseded data were derived.
 RV0364
 RV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS910927(NAD 83)
 RV0364_MARKER: DB = BENCH MARK DISK
 RV0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0364_SP_SET: ABUTMENT
 RV0364_STAMPING: E 42 1931
 RV0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0364
 RV0364  HISTORY     - Date     Condition        Report By
 RV0364  HISTORY     - 1931     MONUMENTED       CGS
 RV0364  HISTORY     - 1961     GOOD             NGS
 RV0364
 RV0364                          STATION DESCRIPTION
 RV0364
 RV0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0364'4.6 MI N FROM BUFFALO.
 RV0364'ABOUT 4.6 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0364'STATION SIGN AT BUFFALO, IN SECTION 15, T 13 N, R 15 E, 20 FEET
 RV0364'SOUTHWEST OF MILEPOST 119, 5 FEET EAST OF THE EAST RAIL, SET IN THE
 RV0364'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE OVER
 RV0364'BIG COULEE CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0304 ***********************************************************************
 TL0304  DESIGNATION -  E 422
 TL0304  PID         -  TL0304
 TL0304  STATE/COUNTY-  MT/TOOLE
 TL0304  USGS QUAD   -  VIRDEN (1986)
 TL0304
 TL0304                         *CURRENT SURVEY CONTROL
 TL0304  ___________________________________________________________________
 TL0304* NAD 83(1986)-  48 32 03.     (N)    111 59 21.     (W)     SCALED    
 TL0304* NAVD 88     -      1051.281  (meters)    3449.08   (feet)  ADJUSTED  
 TL0304  ___________________________________________________________________
 TL0304  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 TL0304  DYNAMIC HT  -        1051.341 (meters)    3449.27  (feet)  COMP
 TL0304  MODELED GRAV-     980,631.6   (mgal)                       NAVD 88
 TL0304
 TL0304  VERT ORDER  -  FIRST     CLASS II
 TL0304
 TL0304.The horizontal coordinates were scaled from a topographic map and have
 TL0304.an estimated accuracy of +/- 6 seconds.
 TL0304
 TL0304.The orthometric height was determined by differential leveling
 TL0304.and adjusted by the National Geodetic Survey in June 1991..
 TL0304
 TL0304.The geoid height was determined by GEOID03.
 TL0304
 TL0304.The dynamic height is computed by dividing the NAVD 88
 TL0304.geopotential number by the normal gravity value computed on the
 TL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0304.degrees latitude (g = 980.6199 gals.).
 TL0304
 TL0304.The modeled gravity was interpolated from observed gravity values.
 TL0304
 TL0304;                    North         East    Units  Estimated Accuracy
 TL0304;SPC MT       -   478,990.      416,250.      MT  (+/- 180 meters Scaled)
 TL0304
 TL0304                          SUPERSEDED SURVEY CONTROL
 TL0304
 TL0304.No superseded survey control is available for this station.
 TL0304
 TL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU269761(NAD 83)
 TL0304_MARKER: DB = BENCH MARK DISK
 TL0304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0304_SP_SET: STAINLESS STEEL ROD
 TL0304_STAMPING: E 422 1978
 TL0304_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0304_ROD/PIPE-DEPTH: 7.32 meters
 TL0304
 TL0304  HISTORY     - Date     Condition        Report By
 TL0304  HISTORY     - 1978     MONUMENTED       NGS
 TL0304
 TL0304                          STATION DESCRIPTION
 TL0304
 TL0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0304'5.4 MI WEST FROM SHELBY.
 TL0304'5.4 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TL0304'SHELBY.  AT HIGHWAY MILE POST 273 AND AT THE WEST END OF A CUTBANK,
 TL0304'84 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 2, 81 FEET SOUTHWEST OF
 TL0304'THE HIGHWAY MILE POST, 1 FOOT EAST OF A WITNESS POST, AND 1 FOOT
 TL0304'NORTH OF A FENCE LINE.  DISK IS 4 INCHES ABOVE THE GROUND, ACCESS
 TL0304'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0304'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0654 ***********************************************************************
 TM0654  DESIGNATION -  E 423
 TM0654  PID         -  TM0654
 TM0654  STATE/COUNTY-  MT/GLACIER
 TM0654  USGS QUAD   -  SQUAW BUTTES (1966)
 TM0654
 TM0654                         *CURRENT SURVEY CONTROL
 TM0654  ___________________________________________________________________
 TM0654* NAD 83(1986)-  48 37 27.     (N)    112 27 18.     (W)     SCALED    
 TM0654* NAVD 88     -      1199.696  (meters)    3936.00   (feet)  ADJUSTED  
 TM0654  ___________________________________________________________________
 TM0654  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 TM0654  DYNAMIC HT  -        1199.721 (meters)    3936.08  (feet)  COMP
 TM0654  MODELED GRAV-     980,589.9   (mgal)                       NAVD 88
 TM0654
 TM0654  VERT ORDER  -  FIRST     CLASS II
 TM0654
 TM0654.The horizontal coordinates were scaled from a topographic map and have
 TM0654.an estimated accuracy of +/- 6 seconds.
 TM0654
 TM0654.The orthometric height was determined by differential leveling
 TM0654.and adjusted by the National Geodetic Survey in June 1991..
 TM0654
 TM0654.The geoid height was determined by GEOID03.
 TM0654
 TM0654.The dynamic height is computed by dividing the NAVD 88
 TM0654.geopotential number by the normal gravity value computed on the
 TM0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0654.degrees latitude (g = 980.6199 gals.).
 TM0654
 TM0654.The modeled gravity was interpolated from observed gravity values.
 TM0654
 TM0654;                    North         East    Units  Estimated Accuracy
 TM0654;SPC MT       -   490,190.      382,250.      MT  (+/- 180 meters Scaled)
 TM0654
 TM0654                          SUPERSEDED SURVEY CONTROL
 TM0654
 TM0654.No superseded survey control is available for this station.
 TM0654
 TM0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU927866(NAD 83)
 TM0654_MARKER: DB = BENCH MARK DISK
 TM0654_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0654_SP_SET: STAINLESS STEEL ROD
 TM0654_STAMPING: E 423 1978
 TM0654_PROJECTION: PROJECTING 10 CENTIMETERS
 TM0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0654_ROD/PIPE-DEPTH: 1.22 meters
 TM0654
 TM0654  HISTORY     - Date     Condition        Report By
 TM0654  HISTORY     - 1978     MONUMENTED       NGS
 TM0654
 TM0654                          STATION DESCRIPTION
 TM0654
 TM0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0654'5.0 MI WEST FROM CUT BANK.
 TM0654'ABOUT 5.0 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUB BANK
 TM0654'RIVER IN CUT BANK.  STATION IS LOCATED AT THE NORTHWEST CORNER OF A
 TM0654'CHAIN LINK FENCE AROUND POWER SUBSTATION, 33 FEET SOUTH OF THE
 TM0654'CENTERLINE OF HIGHWAY 2, 1 FOOT NORTHEAST OF THE NORTHWEST CORNER OF A
 TM0654'CHAIN LINK FENCE AROUND POWER SUBSTATION, AND 1 FOOT WEST OF A
 TM0654'WITNESS POST.  ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 15 FEET, DISK
 TM0654'IS 2 INCHES ABOVE THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4
 TM0654'INCH PLASTIC SCREW PLUG.
 TM0654'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0685 ***********************************************************************
 TM0685  DESIGNATION -  E 424
 TM0685  PID         -  TM0685
 TM0685  STATE/COUNTY-  MT/GLACIER
 TM0685  USGS QUAD   -  BROWNING (1968)
 TM0685
 TM0685                         *CURRENT SURVEY CONTROL
 TM0685  ___________________________________________________________________
 TM0685* NAD 83(1986)-  48 32 45.     (N)    113 00 33.     (W)     SCALED    
 TM0685* NAVD 88     -      1332.698  (meters)    4372.36   (feet)  ADJUSTED  
 TM0685  ___________________________________________________________________
 TM0685  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 TM0685  DYNAMIC HT  -        1332.661 (meters)    4372.24  (feet)  COMP
 TM0685  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 TM0685
 TM0685  VERT ORDER  -  FIRST     CLASS II
 TM0685
 TM0685.The horizontal coordinates were scaled from a topographic map and have
 TM0685.an estimated accuracy of +/- 6 seconds.
 TM0685
 TM0685.The orthometric height was determined by differential leveling
 TM0685.and adjusted by the National Geodetic Survey in June 1991..
 TM0685
 TM0685.The geoid height was determined by GEOID03.
 TM0685
 TM0685.The dynamic height is computed by dividing the NAVD 88
 TM0685.geopotential number by the normal gravity value computed on the
 TM0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0685.degrees latitude (g = 980.6199 gals.).
 TM0685
 TM0685.The modeled gravity was interpolated from observed gravity values.
 TM0685
 TM0685;                    North         East    Units  Estimated Accuracy
 TM0685;SPC MT       -   483,170.      341,050.      MT  (+/- 180 meters Scaled)
 TM0685
 TM0685                          SUPERSEDED SURVEY CONTROL
 TM0685
 TM0685.No superseded survey control is available for this station.
 TM0685
 TM0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU517789(NAD 83)
 TM0685_MARKER: DB = BENCH MARK DISK
 TM0685_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TM0685_SP_SET: HEADWALL
 TM0685_STAMPING: E 424 1978
 TM0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0685+STABILITY: SURFACE MOTION
 TM0685
 TM0685  HISTORY     - Date     Condition        Report By
 TM0685  HISTORY     - 1978     MONUMENTED       NGS
 TM0685
 TM0685                          STATION DESCRIPTION
 TM0685
 TM0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0685'1.2 MI SE FROM BROWNING.
 TM0685'1.2 MILES EAST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0685'BROWNING.  IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 TM0685'BRIDGE OVER DEPOT CREEK, 12 FEET EAST OF THE CENTERLINE OF HIGHWAY
 TM0685'2, AND 1 FOOT SOUTH OF THE NORTH END OF THE EAST HEADWALL.
 TM0685'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0709 ***********************************************************************
 RY0709  DESIGNATION -  E 425
 RY0709  PID         -  RY0709
 RY0709  STATE/COUNTY-  MT/MISSOULA
 RY0709  USGS QUAD   -  NORTHWEST MISSOULA (1978)
 RY0709
 RY0709                         *CURRENT SURVEY CONTROL
 RY0709  ___________________________________________________________________
 RY0709* NAD 83(1986)-  46 56 45.     (N)    114 07 12.     (W)     SCALED    
 RY0709* NAVD 88     -       993.116  (meters)    3258.25   (feet)  ADJUSTED  
 RY0709  ___________________________________________________________________
 RY0709  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 RY0709  DYNAMIC HT  -         992.968 (meters)    3257.76  (feet)  COMP
 RY0709  MODELED GRAV-     980,431.3   (mgal)                       NAVD 88
 RY0709
 RY0709  VERT ORDER  -  FIRST     CLASS II
 RY0709
 RY0709.The horizontal coordinates were scaled from a topographic map and have
 RY0709.an estimated accuracy of +/- 6 seconds.
 RY0709
 RY0709.The orthometric height was determined by differential leveling
 RY0709.and adjusted by the National Geodetic Survey in June 1991..
 RY0709
 RY0709.The geoid height was determined by GEOID03.
 RY0709
 RY0709.The dynamic height is computed by dividing the NAVD 88
 RY0709.geopotential number by the normal gravity value computed on the
 RY0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0709.degrees latitude (g = 980.6199 gals.).
 RY0709
 RY0709.The modeled gravity was interpolated from observed gravity values.
 RY0709
 RY0709;                    North         East    Units  Estimated Accuracy
 RY0709;SPC MT       -   309,920.      248,680.      MT  (+/- 180 meters Scaled)
 RY0709
 RY0709                          SUPERSEDED SURVEY CONTROL
 RY0709
 RY0709.No superseded survey control is available for this station.
 RY0709
 RY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN191031(NAD 83)
 RY0709_MARKER: I = METAL ROD
 RY0709_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RY0709_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RY0709_STAMPING: E 425 1978
 RY0709_PROJECTION: FLUSH
 RY0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0709+STABILITY: POSITION/ELEVATION WELL
 RY0709_ROD/PIPE-DEPTH: 6.40 meters
 RY0709_SLEEVE-DEPTH  : 6.10 meters
 RY0709
 RY0709  HISTORY     - Date     Condition        Report By
 RY0709  HISTORY     - 1978     MONUMENTED       NGS
 RY0709  HISTORY     - 1980     GOOD             NGS
 RY0709
 RY0709                          STATION DESCRIPTION
 RY0709
 RY0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RY0709'000
 RY0709'9.1 MILES NORTHWEST ALONG U S HIGHWAY 93 (WEST BOARDWAY) FROM THE
 RY0709'FEDERAL BUILDING IN MISSOULA,
 RY0709'0.6 MILE SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM ITS JUNCTION
 RY0709'WITH U. S. HIGHWAY 93, 0.05 MILE
 RY0709'SOUTHEAST OF MILE POST 97, 291 FEET SOUTHEAST OF THE SOUTH CORNER
 RY0709'OF THE EASTBOUND HIGHWAY BRIDGE OVER THE RAILROAD, 100 FEET SOUTHWEST
 RY0709'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 254 FEET
 RY0709'SOUTHEAST OF A FENCE CORNER POST, 220 FEET NORTHWEST OF THE
 RY0709'NORTHWEST END OF THE SOUTHWEST GUARD RAIL, 8 FEET SOUTHEAST OF THE
 RY0709'EXTENDED CENTERLINE OF A HIGHWAY TURNAROUND AND 3 FEET NORTHEAST
 RY0709'OF THE RIGHT-OF-WAY FENCE.
 RY0709
 RY0709                          STATION RECOVERY (1980)
 RY0709
 RY0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0709'9.1 MILES NORTHWEST ALONG U S HIGHWAY 93 (WEST BOARDWAY) FROM THE
 RY0709'FEDERAL BUILDING IN MISSOULA, THENCE 0.6 MILES SOUTHEAST
 RY0709'ALONG INTERSTATE HIGHWAY 90 FROM ITS JUNCTION WITH U S HIGHWAY
 RY0709'93, 0.05 MILES SOUTHEAST OF MILE POST 97, 291 FEET SOUTHEAST
 RY0709'OF THE SOUTH CORNER OF THE EASTBOUND HIGHWAY BRIDGE OVER THE
 RY0709'RAILROAD, 100 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 RY0709'LANES OF THE HIGHWAY, 254 FEET SOUTHEAST OF A FENCE CORNER POST,
 RY0709'220 FEET NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST GUARD
 RY0709'RAIL, 8 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF A HIGHWAY
 RY0709'TURNAROUND AND 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 RY0709'A STAINLESS STEEL ROD SET TO THE DEPTH OF 21 FEET IN A SLEEVE
 RY0709'EXTENDING TO THE DEPTH OF 20 FEET ENCASED IN A PIPE FLUSH
 RY0709'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0716 ***********************************************************************
 TM0716  DESIGNATION -  E 426
 TM0716  PID         -  TM0716
 TM0716  STATE/COUNTY-  MT/GLACIER
 TM0716  USGS QUAD   -  SUMMIT (1995)
 TM0716
 TM0716                         *CURRENT SURVEY CONTROL
 TM0716  ___________________________________________________________________
 TM0716* NAD 83(1986)-  48 21 27.     (N)    113 17 44.     (W)     SCALED    
 TM0716* NAVD 88     -      1519.314  (meters)    4984.62   (feet)  ADJUSTED  
 TM0716  ___________________________________________________________________
 TM0716  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 TM0716  DYNAMIC HT  -        1519.194 (meters)    4984.22  (feet)  COMP
 TM0716  MODELED GRAV-     980,477.5   (mgal)                       NAVD 88
 TM0716
 TM0716  VERT ORDER  -  FIRST     CLASS II
 TM0716
 TM0716.The horizontal coordinates were scaled from a topographic map and have
 TM0716.an estimated accuracy of +/- 6 seconds.
 TM0716
 TM0716.The orthometric height was determined by differential leveling
 TM0716.and adjusted by the National Geodetic Survey in June 1991..
 TM0716
 TM0716.The geoid height was determined by GEOID03.
 TM0716
 TM0716.The dynamic height is computed by dividing the NAVD 88
 TM0716.geopotential number by the normal gravity value computed on the
 TM0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0716.degrees latitude (g = 980.6199 gals.).
 TM0716
 TM0716.The modeled gravity was interpolated from observed gravity values.
 TM0716
 TM0716;                    North         East    Units  Estimated Accuracy
 TM0716;SPC MT       -   463,240.      318,920.      MT  (+/- 180 meters Scaled)
 TM0716
 TM0716                          SUPERSEDED SURVEY CONTROL
 TM0716
 TM0716.No superseded survey control is available for this station.
 TM0716
 TM0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU299585(NAD 83)
 TM0716_MARKER: DB = BENCH MARK DISK
 TM0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0716_SP_SET: STAINLESS STEEL ROD
 TM0716_STAMPING: E 426 1978
 TM0716_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0716_ROD/PIPE-DEPTH: 3.66 meters
 TM0716
 TM0716  HISTORY     - Date     Condition        Report By
 TM0716  HISTORY     - 1978     MONUMENTED       NGS
 TM0716
 TM0716                          STATION DESCRIPTION
 TM0716
 TM0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0716'7.6 MI SW FROM EAST GLACIER.
 TM0716'7.6 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0716'EAST GLACIER, 0.3 MILE SOUTHWEST OF HIGHWAY MILE POST 202.  AT THE
 TM0716'SOUTHWEST END OF A PAVED PULL-OFF AREA ON THE SOUTHEAST SIDE OF THE
 TM0716'HIGHWAY AND AT A FENCE CORNER. ROD WAS DRIVEN TO REFUSAL AT 12
 TM0716'FEET, 46 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 2, 2 FEET
 TM0716'NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WITNESS POST, AND
 TM0716'1 FOOT NORTHWEST OF A FENCE.  DISK IS LEVEL WITH THE GROUND, ACCESS
 TM0716'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0476 ***********************************************************************
 TL0476  DESIGNATION -  E 427
 TL0476  PID         -  TL0476
 TL0476  STATE/COUNTY-  MT/LIBERTY
 TL0476  USGS QUAD   -  TIBER (1962)
 TL0476
 TL0476                         *CURRENT SURVEY CONTROL
 TL0476  ___________________________________________________________________
 TL0476* NAD 83(1986)-  48 30 41.     (N)    111 00 13.     (W)     SCALED    
 TL0476* NAVD 88     -       972.844  (meters)    3191.74   (feet)  ADJUSTED  
 TL0476  ___________________________________________________________________
 TL0476  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 TL0476  DYNAMIC HT  -         972.927 (meters)    3192.01  (feet)  COMP
 TL0476  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 TL0476
 TL0476  VERT ORDER  -  FIRST     CLASS II
 TL0476
 TL0476.The horizontal coordinates were scaled from a topographic map and have
 TL0476.an estimated accuracy of +/- 6 seconds.
 TL0476
 TL0476.The orthometric height was determined by differential leveling
 TL0476.and adjusted by the National Geodetic Survey in June 1991..
 TL0476
 TL0476.The geoid height was determined by GEOID03.
 TL0476
 TL0476.The dynamic height is computed by dividing the NAVD 88
 TL0476.geopotential number by the normal gravity value computed on the
 TL0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0476.degrees latitude (g = 980.6199 gals.).
 TL0476
 TL0476.The modeled gravity was interpolated from observed gravity values.
 TL0476
 TL0476;                    North         East    Units  Estimated Accuracy
 TL0476;SPC MT       -   474,610.      488,940.      MT  (+/- 180 meters Scaled)
 TL0476
 TL0476                          SUPERSEDED SURVEY CONTROL
 TL0476
 TL0476.No superseded survey control is available for this station.
 TL0476
 TL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU997731(NAD 83)
 TL0476_MARKER: DB = BENCH MARK DISK
 TL0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0476_SP_SET: STAINLESS STEEL ROD
 TL0476_STAMPING: E 427 1979
 TL0476_PROJECTION: FLUSH
 TL0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0476_ROD/PIPE-DEPTH: 7.62 meters
 TL0476
 TL0476  HISTORY     - Date     Condition        Report By
 TL0476  HISTORY     - 1979     MONUMENTED       NGS
 TL0476
 TL0476                          STATION DESCRIPTION
 TL0476
 TL0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0476'1.9 MI WEST FROM CHESTER.
 TL0476'1.9 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0476'IN CHESTER, 0.45 MILE WEST OF A DIRT ROAD LEADING NORTH, 213 FEET
 TL0476'NORTH AND ACROSS THE TRACKS FROM THE CENTER OF THE HIGHWAY, 106.2
 TL0476'FEET SOUTHWEST OF A RAILROAD LIGHT SWITCH, 43 FEET NORTH OF THE
 TL0476'NORTH RAIL OF THE GREAT NORTHERN RAILROAD, 35.5 FEET SOUTH OF A
 TL0476'WIRE FENCE AND 9.2 FEET WEST OF UTILITY POLE NUMBER A 40.  ACCESS
 TL0476'TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0476'THE MARK IS 1 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0429 ***********************************************************************
 TN0429  DESIGNATION -  E 428
 TN0429  PID         -  TN0429
 TN0429  STATE/COUNTY-  MT/FLATHEAD
 TN0429  USGS QUAD   -  ROSE CROSSING (1994)
 TN0429
 TN0429                         *CURRENT SURVEY CONTROL
 TN0429  ___________________________________________________________________
 TN0429* NAD 83(1986)-  48 17 27.     (N)    114 15 18.     (W)     SCALED    
 TN0429* NAVD 88     -       901.149  (meters)    2956.52   (feet)  ADJUSTED  
 TN0429  ___________________________________________________________________
 TN0429  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0429  DYNAMIC HT  -         901.134 (meters)    2956.47  (feet)  COMP
 TN0429  MODELED GRAV-     980,565.5   (mgal)                       NAVD 88
 TN0429
 TN0429  VERT ORDER  -  FIRST     CLASS II
 TN0429
 TN0429.The horizontal coordinates were scaled from a topographic map and have
 TN0429.an estimated accuracy of +/- 6 seconds.
 TN0429
 TN0429.The orthometric height was determined by differential leveling
 TN0429.and adjusted by the National Geodetic Survey in June 1991..
 TN0429
 TN0429.The geoid height was determined by GEOID03.
 TN0429
 TN0429.The dynamic height is computed by dividing the NAVD 88
 TN0429.geopotential number by the normal gravity value computed on the
 TN0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0429.degrees latitude (g = 980.6199 gals.).
 TN0429
 TN0429.The modeled gravity was interpolated from observed gravity values.
 TN0429
 TN0429;                    North         East    Units  Estimated Accuracy
 TN0429;SPC MT       -   459,720.      247,500.      MT  (+/- 180 meters Scaled)
 TN0429
 TN0429                          SUPERSEDED SURVEY CONTROL
 TN0429
 TN0429.No superseded survey control is available for this station.
 TN0429
 TN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP036522(NAD 83)
 TN0429_MARKER: DV = VERTICAL CONTROL DISK
 TN0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0429_SP_SET: STAINLESS STEEL ROD
 TN0429_STAMPING: E 428 1979
 TN0429_MARK LOGO: NGS   
 TN0429_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0429_ROD/PIPE-DEPTH: 4.57 meters
 TN0429
 TN0429  HISTORY     - Date     Condition        Report By
 TN0429  HISTORY     - 1979     MONUMENTED       NGS
 TN0429  HISTORY     - 19860630 GOOD             NGS
 TN0429
 TN0429                          STATION DESCRIPTION
 TN0429
 TN0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0429'7.6 MI NE FROM KALISPELL.
 TN0429'2.05 MILES EAST ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH U. S.
 TN0429'HIGHWAY 93 IN KALISPELL, THENCE 5.6 MILES NORTH ALONG LASALLE ROAD,
 TN0429'SET ON THE SOUTHEAST CORNER OF LASALLE ROAD AND BIRCH GROVE ROAD AND
 TN0429'SET ON THE RAILROAD RIGHT OF WAY, 56 FEET NORTHWEST OF THE NORTHWEST
 TN0429'RAIL, 45 FEET SOUTHWEST OF THE CENTERLINE OF BIRCH GROVE ROAD, 44 FEET
 TN0429'SOUTHEAST OF THE CENTERLINE OF LASALLE ROAD, 39 FEET SOUTHEAST OF THE
 TN0429'INTERSECTING CENTERLINES, 4 FEET NORTH OF A POWER POLE AND 4 FEET
 TN0429'SOUTH OF THE WEST LEG OF A WOODEN SIGN (PRESENTINE BAY).
 TN0429'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TN0429'THE MARK IS 2 FT BELOW TRACKS.
 TN0429
 TN0429                          STATION RECOVERY (1986)
 TN0429
 TN0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TN0429'THE STATION IS LOCATED ABOUT 1.1 MILE (1.8 KM) SOUTHWEST OF THE
 TN0429'ENTRANCE TO GLACIER PARK INTL AIRPORT ON THE EAST SIDE OF STATE
 TN0429'HIGHWAY 206.  THE STATION IS 37.0 FT (11.3 M) WEST OF THE WEST RAIL OF
 TN0429'THE RAILROAD, 44.0 FT (13.4 M) SOUTHWEST OF A RAILROAD CROSSING SIGN,
 TN0429'4.8 FT (1.5 M) NORTHEAST OF A TELEPHONE POLE, AND 1.0 FOOT (0.3 M)
 TN0429'SOUTH OF A METAL WITNESS POST.  THE STATION IS A STANDARD VERTICAL
 TN0429'CONTROL MARK DISK, STAMPED E 428 1979, SET INSIDE A 6 INCH PVC TUBE
 TN0429'WITH A CAP ON IT.  THE DISK IS APPROXIMATELY 0.5 FOOT (15.2 CM) BELOW
 TN0429'THE SURFACE AND THE TUBE PROJECTS ABOUT 0.5 FOOT (15.2 CM) BELOW THE
 TN0429'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1307 ***********************************************************************
 SS1307  CBN         -  This is a Cooperative Base Network Control Station.
 SS1307  DESIGNATION -  E 429
 SS1307  PID         -  SS1307
 SS1307  STATE/COUNTY-  MT/TETON
 SS1307  USGS QUAD   -  COLLINS (1987)
 SS1307
 SS1307                         *CURRENT SURVEY CONTROL
 SS1307  ___________________________________________________________________
 SS1307* NAD 83(1999)-  47 57 21.52521(N)    111 45 08.39883(W)     ADJUSTED  
 SS1307* NAVD 88     -      1069.618  (meters)    3509.24   (feet)  ADJUSTED  
 SS1307  ___________________________________________________________________
 SS1307  X           -  -1,586,170.166 (meters)                     COMP
 SS1307  Y           -  -3,975,296.607 (meters)                     COMP
 SS1307  Z           -   4,714,383.342 (meters)                     COMP
 SS1307  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 SS1307  ELLIP HEIGHT-        1055.14  (meters)          (04/26/01) GPS OBS
 SS1307  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SS1307  DYNAMIC HT  -        1069.600 (meters)    3509.18  (feet)  COMP
 SS1307  MODELED GRAV-     980,558.1   (mgal)                       NAVD 88
 SS1307
 SS1307  HORZ ORDER  -  B
 SS1307  VERT ORDER  -  FIRST     CLASS II
 SS1307  ELLP ORDER  -  FOURTH    CLASS I
 SS1307
 SS1307.The horizontal coordinates were established by GPS observations
 SS1307.and adjusted by the National Geodetic Survey in April 2001..
 SS1307.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SS1307.DATUM ITEM on the data sheet items page.
 SS1307
 SS1307.The orthometric height was determined by differential leveling
 SS1307.and adjusted by the National Geodetic Survey in June 1991..
 SS1307
 SS1307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SS1307
 SS1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1307
 SS1307.The ellipsoidal height was determined by GPS observations
 SS1307.and is referenced to NAD 83.
 SS1307
 SS1307.The geoid height was determined by GEOID03.
 SS1307
 SS1307.The dynamic height is computed by dividing the NAVD 88
 SS1307.geopotential number by the normal gravity value computed on the
 SS1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1307.degrees latitude (g = 980.6199 gals.).
 SS1307
 SS1307.The modeled gravity was interpolated from observed gravity values.
 SS1307
 SS1307;                    North         East     Units Scale Factor Converg.
 SS1307;SPC MT       -   414,220.930   431,878.402   MT  0.99952850   -1 38 51.3
 SS1307;SPC MT       - 1,358,992.55  1,416,923.89   iFT  0.99952850   -1 38 51.3
 SS1307;UTM  12      - 5,311,681.380   443,831.778   MT  0.99963877   -0 33 31.4
 SS1307
 SS1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1307!SPC MT       -   0.99983465  x   0.99952850  =   0.99936323
 SS1307!UTM  12      -   0.99983465  x   0.99963877  =   0.99947348
 SS1307
 SS1307                          SUPERSEDED SURVEY CONTROL
 SS1307
 SS1307  NAD 83(1992)-  47 57 21.52430(N)    111 45 08.39786(W) AD(       ) B
 SS1307  ELLIP H (09/22/93) 1055.21   (m)                       GP(       ) 3 2
 SS1307  NAVD 88 (09/22/93) 1069.62   (m)         3509.2    (f) LEVELING    3  
 SS1307
 SS1307.Superseded values are not recommended for survey control.
 SS1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1307.See file dsdata.txt to determine how the superseded data were derived.
 SS1307
 SS1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU4383211681(NAD 83)
 SS1307_MARKER: DB = BENCH MARK DISK
 SS1307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1307_SP_SET: STAINLESS STEEL ROD
 SS1307_STAMPING: E 429 1979
 SS1307_MARK LOGO: NGS   
 SS1307_PROJECTION: FLUSH
 SS1307_MAGNETIC: I = MARKER IS A STEEL ROD
 SS1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS1307+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 SS1307_ROD/PIPE-DEPTH: 6.10 meters
 SS1307
 SS1307  HISTORY     - Date     Condition        Report By
 SS1307  HISTORY     - 1979     MONUMENTED       NGS
 SS1307  HISTORY     - 19921020 GOOD             MTDOT
 SS1307
 SS1307                          STATION DESCRIPTION
 SS1307
 SS1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1307'7.2 MI SOUTH FROM BRADY.
 SS1307'7.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT 328
 SS1307'OVERPASS IN BRADY.  ALSO, 7.5 MILES NORTH ALONG INTERSTATE 15 FROM
 SS1307'THE STATE HIGHWAY 379 OVERPASS IN DUTTON, 432 FEET WEST OF THE
 SS1307'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 291 FEET NORTHWEST
 SS1307'OF MILE MARKER NUMBER 321, 201 FEET SOUTHWEST OF THE SOUTHWEST END
 SS1307'OF A CONCRETE OVERPASS, 114 FEET EAST OF THE EAST END OF A CATTLE
 SS1307'GUARD, AND 2.5 FEET SOUTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 SS1307'20 FEET.  ACCESS TO DISK IS THROUGH A 4 INCH PLASTIC SCREW PLUG.
 SS1307'THE MARK IS 2 FT  W FROM A WITNESS POST.
 SS1307'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 SS1307
 SS1307                          STATION RECOVERY (1992)
 SS1307
 SS1307'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1992
 SS1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0213 ***********************************************************************
 RV0213  DESIGNATION -  E 43
 RV0213  PID         -  RV0213
 RV0213  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0213  USGS QUAD   -  RYEGATE WEST (1986)
 RV0213
 RV0213                         *CURRENT SURVEY CONTROL
 RV0213  ___________________________________________________________________
 RV0213* NAD 83(1986)-  46 22 11.     (N)    109 15 55.     (W)     SCALED    
 RV0213* NAVD 88     -      1132.765  (meters)    3716.41   (feet)  ADJUSTED  
 RV0213  ___________________________________________________________________
 RV0213  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RV0213  DYNAMIC HT  -        1132.581 (meters)    3715.81  (feet)  COMP
 RV0213  MODELED GRAV-     980,412.6   (mgal)                       NAVD 88
 RV0213
 RV0213  VERT ORDER  -  FIRST     CLASS II
 RV0213
 RV0213.The horizontal coordinates were scaled from a topographic map and have
 RV0213.an estimated accuracy of +/- 6 seconds.
 RV0213
 RV0213.The orthometric height was determined by differential leveling
 RV0213.and adjusted by the National Geodetic Survey in June 1991..
 RV0213
 RV0213.The geoid height was determined by GEOID03.
 RV0213
 RV0213.The dynamic height is computed by dividing the NAVD 88
 RV0213.geopotential number by the normal gravity value computed on the
 RV0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0213.degrees latitude (g = 980.6199 gals.).
 RV0213
 RV0213.The modeled gravity was interpolated from observed gravity values.
 RV0213
 RV0213;                    North         East    Units  Estimated Accuracy
 RV0213;SPC MT       -   235,580.      618,050.      MT  (+/- 180 meters Scaled)
 RV0213
 RV0213                          SUPERSEDED SURVEY CONTROL
 RV0213
 RV0213  NGVD 29 (??/??/92) 1131.917  (m)         3713.63   (f) ADJ UNCH    1 2
 RV0213
 RV0213.Superseded values are not recommended for survey control.
 RV0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0213.See file dsdata.txt to determine how the superseded data were derived.
 RV0213
 RV0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS334365(NAD 83)
 RV0213_MARKER: DB = BENCH MARK DISK
 RV0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0213_STAMPING: E 43 1931
 RV0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0213+STABILITY: SURFACE MOTION
 RV0213
 RV0213  HISTORY     - Date     Condition        Report By
 RV0213  HISTORY     - 1931     MONUMENTED       CGS
 RV0213  HISTORY     - 1962     GOOD             NGS
 RV0213
 RV0213                          STATION DESCRIPTION
 RV0213
 RV0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0213'0.2 MI SE FROM FRANKLIN.
 RV0213'0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0213'CROSSING AT FRANKLIN, 63 FEET SOUTHWEST OF MILEPOST 69, 77.0 FEET
 RV0213'SOUTH-SOUTHWEST OF THE NEAR RAIL, 8 FEET WEST-NORTHWEST OF A TELEPHONE
 RV0213'POLE, 0.9 FOOT NORTH-NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET
 RV0213'LOWER THEN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RV0213'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1278 ***********************************************************************
 SS1278  DESIGNATION -  E 430
 SS1278  PID         -  SS1278
 SS1278  STATE/COUNTY-  MT/CASCADE
 SS1278  USGS QUAD   -  VAUGHN (1994)
 SS1278
 SS1278                         *CURRENT SURVEY CONTROL
 SS1278  ___________________________________________________________________
 SS1278* NAD 83(1986)-  47 35 30.     (N)    111 33 49.     (W)     SCALED    
 SS1278* NAVD 88     -      1052.311  (meters)    3452.46   (feet)  ADJUSTED  
 SS1278  ___________________________________________________________________
 SS1278  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SS1278  DYNAMIC HT  -        1052.254 (meters)    3452.27  (feet)  COMP
 SS1278  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 SS1278
 SS1278  VERT ORDER  -  FIRST     CLASS II
 SS1278
 SS1278.The horizontal coordinates were scaled from a topographic map and have
 SS1278.an estimated accuracy of +/- 6 seconds.
 SS1278
 SS1278.The orthometric height was determined by differential leveling
 SS1278.and adjusted by the National Geodetic Survey in June 1991..
 SS1278
 SS1278.The geoid height was determined by GEOID03.
 SS1278
 SS1278.The dynamic height is computed by dividing the NAVD 88
 SS1278.geopotential number by the normal gravity value computed on the
 SS1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1278.degrees latitude (g = 980.6199 gals.).
 SS1278
 SS1278.The modeled gravity was interpolated from observed gravity values.
 SS1278
 SS1278;                    North         East    Units  Estimated Accuracy
 SS1278;SPC MT       -   373,360.      444,900.      MT  (+/- 180 meters Scaled)
 SS1278
 SS1278                          SUPERSEDED SURVEY CONTROL
 SS1278
 SS1278.No superseded survey control is available for this station.
 SS1278
 SS1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT576710(NAD 83)
 SS1278_MARKER: DB = BENCH MARK DISK
 SS1278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1278_SP_SET: STAINLESS STEEL ROD
 SS1278_STAMPING: E 430 1979
 SS1278_PROJECTION: FLUSH
 SS1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1278_ROD/PIPE-DEPTH: 6.71 meters
 SS1278
 SS1278  HISTORY     - Date     Condition        Report By
 SS1278  HISTORY     - 1979     MONUMENTED       NGS
 SS1278
 SS1278                          STATION DESCRIPTION
 SS1278
 SS1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1278'2.6 MI NORTH FROM VAUGHN.
 SS1278'2.6 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE U.S. HIGHWAY 89
 SS1278'AND EXIT 290 OVERPASS LEADING INTO VAUGHN, SET AT MILE MARKER NUMBER
 SS1278'293, 203.5 FEET WEST-NORTHWEST OF AND ACROSS OLD U.S. HIGHWAY 91 FROM
 SS1278'THE MILE MARKER, 184.7 FEET SOUTHWEST OF AND ACROSS OLD U.S. HIGHWAY
 SS1278'91 FROM THE CENTERLINE OF THE SOUTH BOUND LANES OF THE INTERSTATE
 SS1278'HIGHWAY, 103.5 FEET SOUTHWEST OF THE CENTERLINE OF OLD U.S. HIGHWAY
 SS1278'91, 7.7 FEET NORTHWEST OF A 4X4 INCH CONCRETE RIGHT OF WAY POST
 SS1278'PROJECTING ABOUT 10 INCHES AND 1.6 FEET NORTHEAST OF A 4 STRAND BARBED
 SS1278'WIRE FENCE.
 SS1278'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 SS1278'THE MARK IS 8 FT ABOVE OLD US HIGHWAY 91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0410 ***********************************************************************
 TL0410  DESIGNATION -  E 431
 TL0410  PID         -  TL0410
 TL0410  STATE/COUNTY-  MT/TOOLE
 TL0410  USGS QUAD   -  SUNBURST (1986)
 TL0410
 TL0410                         *CURRENT SURVEY CONTROL
 TL0410  ___________________________________________________________________
 TL0410* NAD 83(1986)-  48 57 42.     (N)    111 56 33.     (W)     SCALED    
 TL0410* NAVD 88     -      1096.684  (meters)    3598.04   (feet)  ADJUSTED  
 TL0410  ___________________________________________________________________
 TL0410  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TL0410  DYNAMIC HT  -        1096.798 (meters)    3598.41  (feet)  COMP
 TL0410  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 TL0410
 TL0410  VERT ORDER  -  FIRST     CLASS II
 TL0410
 TL0410.The horizontal coordinates were scaled from a topographic map and have
 TL0410.an estimated accuracy of +/- 6 seconds.
 TL0410
 TL0410.The orthometric height was determined by differential leveling
 TL0410.and adjusted by the National Geodetic Survey in June 1991..
 TL0410
 TL0410.The geoid height was determined by GEOID03.
 TL0410
 TL0410.The dynamic height is computed by dividing the NAVD 88
 TL0410.geopotential number by the normal gravity value computed on the
 TL0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0410.degrees latitude (g = 980.6199 gals.).
 TL0410
 TL0410.The modeled gravity was interpolated from observed gravity values.
 TL0410
 TL0410;                    North         East    Units  Estimated Accuracy
 TL0410;SPC MT       -   526,390.      421,170.      MT  (+/- 180 meters Scaled)
 TL0410
 TL0410                          SUPERSEDED SURVEY CONTROL
 TL0410
 TL0410.No superseded survey control is available for this station.
 TL0410
 TL0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV310236(NAD 83)
 TL0410_MARKER: DB = BENCH MARK DISK
 TL0410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0410_SP_SET: STAINLESS STEEL ROD
 TL0410_STAMPING: E 431 1978
 TL0410_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0410_ROD/PIPE-DEPTH: 4.27 meters
 TL0410
 TL0410  HISTORY     - Date     Condition        Report By
 TL0410  HISTORY     - 1978     MONUMENTED       NGS
 TL0410
 TL0410                          STATION DESCRIPTION
 TL0410
 TL0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0410'2.9 MI SOUTH FROM SWEETGRASS.
 TL0410'2.9 MILES SOUTH ALONG INTERSTATE 15 FROM THE UNITED STATES-CANADA
 TL0410'BORDER IN SWEETGRASS, 0.4 MILE NORTH OF MILE POST 395.  AT AN ANGLE
 TL0410'IN THE WEST RIGHT OF WAY FENCE, 64 FEET WEST OF THE SOUTH BOUND LANE
 TL0410'OF INTERSTATE 15, 13 FEET NORTH OF AN UNDERGROUND CABLE MARKER, 2.5
 TL0410'FEET SOUTH OF A MONTANA STATE HIGHWAY RIGHT OF WAY REFERENCE MARKER,
 TL0410'1.5 FEET EAST OF THE WEST RIGHT OF WAY FENCE, AND 1 FOOT NORTH OF A
 TL0410'WITNESS POST.  DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD
 TL0410'THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0410'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0410'THE MARK IS 2 FT BELOW INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0373 ***********************************************************************
 TL0373  DESIGNATION -  E 432
 TL0373  PID         -  TL0373
 TL0373  STATE/COUNTY-  MT/TOOLE
 TL0373  USGS QUAD   -  OILMONT (1986)
 TL0373
 TL0373                         *CURRENT SURVEY CONTROL
 TL0373  ___________________________________________________________________
 TL0373* NAD 83(1986)-  48 38 54.     (N)    111 51 46.     (W)     SCALED    
 TL0373* NAVD 88     -      1052.523  (meters)    3453.15   (feet)  ADJUSTED  
 TL0373  ___________________________________________________________________
 TL0373  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 TL0373  DYNAMIC HT  -        1052.605 (meters)    3453.42  (feet)  COMP
 TL0373  MODELED GRAV-     980,651.8   (mgal)                       NAVD 88
 TL0373
 TL0373  VERT ORDER  -  FIRST     CLASS II
 TL0373
 TL0373.The horizontal coordinates were scaled from a topographic map and have
 TL0373.an estimated accuracy of +/- 6 seconds.
 TL0373
 TL0373.The orthometric height was determined by differential leveling
 TL0373.and adjusted by the National Geodetic Survey in June 1991..
 TL0373
 TL0373.The geoid height was determined by GEOID03.
 TL0373
 TL0373.The dynamic height is computed by dividing the NAVD 88
 TL0373.geopotential number by the normal gravity value computed on the
 TL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0373.degrees latitude (g = 980.6199 gals.).
 TL0373
 TL0373.The modeled gravity was interpolated from observed gravity values.
 TL0373
 TL0373;                    North         East    Units  Estimated Accuracy
 TL0373;SPC MT       -   491,390.      425,960.      MT  (+/- 180 meters Scaled)
 TL0373
 TL0373                          SUPERSEDED SURVEY CONTROL
 TL0373
 TL0373.No superseded survey control is available for this station.
 TL0373
 TL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU364887(NAD 83)
 TL0373_MARKER: DB = BENCH MARK DISK
 TL0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0373_SP_SET: STAINLESS STEEL ROD
 TL0373_STAMPING: E 432 1978
 TL0373_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0373_ROD/PIPE-DEPTH: 3.66 meters
 TL0373
 TL0373  HISTORY     - Date     Condition        Report By
 TL0373  HISTORY     - 1978     MONUMENTED       NGS
 TL0373
 TL0373                          STATION DESCRIPTION
 TL0373
 TL0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0373'9.5 MI NORTH FROM SHELBY.
 TL0373'9.5 MILES NORTH ALONG INTERSTATE 15 FROM ITS INTERSECTION WITH
 TL0373'U.S. HIGHWAY 2 IN SHELBY, 187 FEET NORTHWEST OF MILE POST 373,
 TL0373'87 FEET WEST OF THE CENTERLINE OF
 TL0373'INTERSTATE 15, 3 FEET SOUTH OF A MONTANA STATE HIGHWAY MARKER, 1
 TL0373'FOOT EAST OF THE WEST RIGHT OF WAY FENCE, AND 1 FOOT NORTH OF A
 TL0373'WITNESS POST.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH
 TL0373'IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0373'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0373'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0333 ***********************************************************************
 TL0333  DESIGNATION -  E 433
 TL0333  PID         -  TL0333
 TL0333  STATE/COUNTY-  MT/PONDERA
 TL0333  USGS QUAD   -  PIONEER SCHOOL (1967)
 TL0333
 TL0333                         *CURRENT SURVEY CONTROL
 TL0333  ___________________________________________________________________
 TL0333* NAD 83(1986)-  48 20 03.     (N)    111 56 08.     (W)     SCALED    
 TL0333* NAVD 88     -      1101.461  (meters)    3613.71   (feet)  ADJUSTED  
 TL0333  ___________________________________________________________________
 TL0333  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 TL0333  DYNAMIC HT  -        1101.485 (meters)    3613.79  (feet)  COMP
 TL0333  MODELED GRAV-     980,594.5   (mgal)                       NAVD 88
 TL0333  OBS GRAVITY -     980,597.4   (mgal)                       GRAV_OBS
 TL0333
 TL0333  VERT ORDER  -  FIRST     CLASS II
 TL0333
 TL0333.The horizontal coordinates were scaled from a topographic map and have
 TL0333.an estimated accuracy of +/- 6 seconds.
 TL0333
 TL0333.The orthometric height was determined by differential leveling
 TL0333.and adjusted by the National Geodetic Survey in June 1991..
 TL0333
 TL0333.The geoid height was determined by GEOID03.
 TL0333
 TL0333.The dynamic height is computed by dividing the NAVD 88
 TL0333.geopotential number by the normal gravity value computed on the
 TL0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0333.degrees latitude (g = 980.6199 gals.).
 TL0333
 TL0333.The modeled gravity was interpolated from observed gravity values.
 TL0333.The observed gravity was obtained from relative gravimeter ties
 TL0333.to the IGSN71 gravity network.
 TL0333
 TL0333;                    North         East    Units  Estimated Accuracy
 TL0333;SPC MT       -   456,650.      419,510.      MT  (+/- 180 meters Scaled)
 TL0333
 TL0333                          SUPERSEDED SURVEY CONTROL
 TL0333
 TL0333.No superseded survey control is available for this station.
 TL0333
 TL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU306538(NAD 83)
 TL0333_MARKER: DB = BENCH MARK DISK
 TL0333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0333_SP_SET: STAINLESS STEEL ROD
 TL0333_STAMPING: E 433 1978
 TL0333_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0333_ROD/PIPE-DEPTH: 7.32 meters
 TL0333
 TL0333  HISTORY     - Date     Condition        Report By
 TL0333  HISTORY     - 1978     MONUMENTED       NGS
 TL0333
 TL0333                          STATION DESCRIPTION
 TL0333
 TL0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0333'10.5 MI NORTH FROM CONRAD.
 TL0333'10.5 MILES NORTH ALONG INTERSTATE 15 FROM THE OVERPASS AT EXIT 339
 TL0333'IN CONRAD, ALSO, 13.4 MILES SOUTH ALONG INTERSTATE 15 FROM THE OVER-
 TL0333'PASS AT HIGHWAY 2 IN SHELBY, AT MILE POST 350, 73.8 FEET NORTH OF
 TL0333'THE NORTHEAST CORNER OF THE NORTH HEADWAY OF A CONCRETE CULVERT, 97.5
 TL0333'FEET WEST OF THE CENTERLINE OF INTERSTATE 15 SOUTH BOUND, AND 1.5
 TL0333'FEET EAST OF THE WEST RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH THE
 TL0333'GROUND, ACCESS IS THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0333'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0333'THE MARK IS ABOVE LEVEL WITH INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0450 ***********************************************************************
 TL0450  DESIGNATION -  E 434
 TL0450  PID         -  TL0450
 TL0450  STATE/COUNTY-  MT/TOOLE
 TL0450  USGS QUAD   -  GALATA (1970)
 TL0450
 TL0450                         *CURRENT SURVEY CONTROL
 TL0450  ___________________________________________________________________
 TL0450* NAD 83(1986)-  48 27 52.     (N)    111 21 44.     (W)     SCALED    
 TL0450* NAVD 88     -       934.076  (meters)    3064.55   (feet)  ADJUSTED  
 TL0450  ___________________________________________________________________
 TL0450  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 TL0450  DYNAMIC HT  -         934.156 (meters)    3064.81  (feet)  COMP
 TL0450  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 TL0450  OBS GRAVITY -     980,665.3   (mgal)                       GRAV_OBS
 TL0450
 TL0450  VERT ORDER  -  FIRST     CLASS II
 TL0450
 TL0450.The horizontal coordinates were scaled from a topographic map and have
 TL0450.an estimated accuracy of +/- 6 seconds.
 TL0450
 TL0450.The orthometric height was determined by differential leveling
 TL0450.and adjusted by the National Geodetic Survey in June 1991..
 TL0450
 TL0450.The geoid height was determined by GEOID03.
 TL0450
 TL0450.The dynamic height is computed by dividing the NAVD 88
 TL0450.geopotential number by the normal gravity value computed on the
 TL0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0450.degrees latitude (g = 980.6199 gals.).
 TL0450
 TL0450.The modeled gravity was interpolated from observed gravity values.
 TL0450.The observed gravity was obtained from relative gravimeter ties
 TL0450.to the IGSN71 gravity network.
 TL0450
 TL0450;                    North         East    Units  Estimated Accuracy
 TL0450;SPC MT       -   469,960.      462,340.      MT  (+/- 180 meters Scaled)
 TL0450
 TL0450                          SUPERSEDED SURVEY CONTROL
 TL0450
 TL0450.No superseded survey control is available for this station.
 TL0450
 TL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU732679(NAD 83)
 TL0450_MARKER: DB = BENCH MARK DISK
 TL0450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0450_SP_SET: STAINLESS STEEL ROD
 TL0450_STAMPING: E 434 1979
 TL0450_PROJECTION: FLUSH
 TL0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0450_ROD/PIPE-DEPTH: 7.62 meters
 TL0450
 TL0450  HISTORY     - Date     Condition        Report By
 TL0450  HISTORY     - 1979     MONUMENTED       NGS
 TL0450
 TL0450                          STATION DESCRIPTION
 TL0450
 TL0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0450'18.8 MI WEST FROM CHESTER.
 TL0450'18.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0450'IN CHESTER, 5.3 MILES EAST OF A GRAVELED ROAD LEADING NORTH TO
 TL0450'DEVON, 0.1 MILE EAST OF A HIGHWAY BRIDGE OVER WILLOW CREEK, 100.2
 TL0450'FEET SOUTHEAST OF MILE MARKER NUMBER 303, 78 FEET SOUTH OF THE CENTER
 TL0450'OF THE HIGHWAY AND 1.8 FEET NORTH OF A WIRE FENCE.  ACCESS TO THE
 TL0450'DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0450'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1256 ***********************************************************************
 SS1256  DESIGNATION -  E 435
 SS1256  PID         -  SS1256
 SS1256  STATE/COUNTY-  MT/CASCADE
 SS1256  USGS QUAD   -  HARDY (1961)
 SS1256
 SS1256                         *CURRENT SURVEY CONTROL
 SS1256  ___________________________________________________________________
 SS1256* NAD 83(1986)-  47 10 43.     (N)    111 48 46.     (W)     SCALED    
 SS1256* NAVD 88     -      1052.759  (meters)    3453.93   (feet)  ADJUSTED  
 SS1256  ___________________________________________________________________
 SS1256  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SS1256  DYNAMIC HT  -        1052.633 (meters)    3453.51  (feet)  COMP
 SS1256  MODELED GRAV-     980,458.2   (mgal)                       NAVD 88
 SS1256
 SS1256  VERT ORDER  -  FIRST     CLASS II
 SS1256
 SS1256.The horizontal coordinates were scaled from a topographic map and have
 SS1256.an estimated accuracy of +/- 6 seconds.
 SS1256
 SS1256.The orthometric height was determined by differential leveling
 SS1256.and adjusted by the National Geodetic Survey in June 1991..
 SS1256
 SS1256.The geoid height was determined by GEOID03.
 SS1256
 SS1256.The dynamic height is computed by dividing the NAVD 88
 SS1256.geopotential number by the normal gravity value computed on the
 SS1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1256.degrees latitude (g = 980.6199 gals.).
 SS1256
 SS1256.The modeled gravity was interpolated from observed gravity values.
 SS1256
 SS1256;                    North         East    Units  Estimated Accuracy
 SS1256;SPC MT       -   328,010.      424,820.      MT  (+/- 180 meters Scaled)
 SS1256
 SS1256                          SUPERSEDED SURVEY CONTROL
 SS1256
 SS1256.No superseded survey control is available for this station.
 SS1256
 SS1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT384253(NAD 83)
 SS1256_MARKER: DB = BENCH MARK DISK
 SS1256_SETTING: 66 = SET IN ROCK OUTCROP
 SS1256_SP_SET: ROCK OUTCROP
 SS1256_STAMPING: E 435 1979
 SS1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1256+STABILITY: POSITION/ELEVATION WELL
 SS1256
 SS1256  HISTORY     - Date     Condition        Report By
 SS1256  HISTORY     - 1979     MONUMENTED       NGS
 SS1256
 SS1256                          STATION DESCRIPTION
 SS1256
 SS1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1256'9.0 MI SW FROM CASCADE.
 SS1256'4.1 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SS1256'STATION IN CASCADE TO BENCH MARK M 328, THENCE 4.9 MILES SOUTHWEST
 SS1256'ALONG INTERSTATE HIGHWAY 15 TO THE NORTH END OF A BRIDGE ACROSS THE
 SS1256'MISSOURI RIVER, SET IN A ROCK OUTCROP WEST OF THE HIGHWAY, 201.9 FEET
 SS1256'SOUTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, 89.2 SLOPE FEET
 SS1256'NORTHWEST OF THE NORTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD
 SS1256'LEADING NORTHEAST AND SOUTHWEST, 11.9 FEET NORTHEAST OF A TELEPHONE
 SS1256'POLE AT THE NORTHEAST FACE OF A SMALL ROCK CLIFF, 8.1 FEET NORTHWEST
 SS1256'OF THE SOUTHEAST POINT OF THE OUTCROP, AND 1.1 FEET SOUTHWEST OF THE
 SS1256'TOP NORTHEAST EDGE OF THE OUTCROP.
 SS1256'THE MARK IS 12 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0789 ***********************************************************************
 RX0789  DESIGNATION -  E 436
 RX0789  PID         -  RX0789
 RX0789  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0789  USGS QUAD   -  SHEEP CREEK (1979)
 RX0789
 RX0789                         *CURRENT SURVEY CONTROL
 RX0789  ___________________________________________________________________
 RX0789* NAD 83(1986)-  46 59 56.     (N)    112 04 36.     (W)     SCALED    
 RX0789* NAVD 88     -      1095.437  (meters)    3593.95   (feet)  ADJUSTED  
 RX0789  ___________________________________________________________________
 RX0789  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 RX0789  DYNAMIC HT  -        1095.265 (meters)    3593.38  (feet)  COMP
 RX0789  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 RX0789
 RX0789  VERT ORDER  -  FIRST     CLASS II
 RX0789
 RX0789.The horizontal coordinates were scaled from a topographic map and have
 RX0789.an estimated accuracy of +/- 6 seconds.
 RX0789
 RX0789.The orthometric height was determined by differential leveling
 RX0789.and adjusted by the National Geodetic Survey in June 1991..
 RX0789
 RX0789.The geoid height was determined by GEOID03.
 RX0789
 RX0789.The dynamic height is computed by dividing the NAVD 88
 RX0789.geopotential number by the normal gravity value computed on the
 RX0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0789.degrees latitude (g = 980.6199 gals.).
 RX0789
 RX0789.The modeled gravity was interpolated from observed gravity values.
 RX0789
 RX0789;                    North         East    Units  Estimated Accuracy
 RX0789;SPC MT       -   308,680.      404,180.      MT  (+/- 180 meters Scaled)
 RX0789
 RX0789                          SUPERSEDED SURVEY CONTROL
 RX0789
 RX0789.No superseded survey control is available for this station.
 RX0789
 RX0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT181056(NAD 83)
 RX0789_MARKER: DB = BENCH MARK DISK
 RX0789_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0789_SP_SET: STAINLESS STEEL ROD
 RX0789_STAMPING: E 436 1979
 RX0789_PROJECTION: FLUSH
 RX0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0789_ROD/PIPE-DEPTH: 6.10 meters
 RX0789
 RX0789  HISTORY     - Date     Condition        Report By
 RX0789  HISTORY     - 1979     MONUMENTED       NGS
 RX0789
 RX0789                          STATION DESCRIPTION
 RX0789
 RX0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0789'0.9 MI SOUTH FROM WOLF CREEK.
 RX0789'0.9 MILE SOUTH ALONG OLD U.S. HIGHWAY 91 FROM THE BRIDGE ACROSS LITTLE
 RX0789'PRICKLY PEAR CREEK IN WOLF CREEK, 37.5 FEET NORTHEAST OF THE
 RX0789'CENTERLINE OF THE HIGHWAY, 11.9 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 RX0789'CORNER OF A STEEL PLATE WITH INFORMATION AND PICTURES OF THE MEDICINE
 RX0789'MOUNTAIN FORMATION, AND 1.9 FEET SOUTHWEST OF A BARBED WIRE FENCE.
 RX0789'NOTE=DISK IS 5 INCHES BELOW THE GROUND, ACCESS IS THROUGH A 4 INCH
 RX0789'PLASTIC SCREW PLUG.
 RX0789'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 RX0789'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0815 ***********************************************************************
 RX0815  DESIGNATION -  E 437
 RX0815  PID         -  RX0815
 RX0815  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0815  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0815
 RX0815                         *CURRENT SURVEY CONTROL
 RX0815  ___________________________________________________________________
 RX0815* NAD 83(1986)-  46 37 52.     (N)    112 02 47.     (W)     SCALED    
 RX0815* NAVD 88     -      1164.471  (meters)    3820.44   (feet)  ADJUSTED  
 RX0815  ___________________________________________________________________
 RX0815  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RX0815  DYNAMIC HT  -        1164.237 (meters)    3819.67  (feet)  COMP
 RX0815  MODELED GRAV-     980,373.3   (mgal)                       NAVD 88
 RX0815
 RX0815  VERT ORDER  -  FIRST     CLASS II
 RX0815
 RX0815.The horizontal coordinates were scaled from a topographic map and have
 RX0815.an estimated accuracy of +/- 6 seconds.
 RX0815
 RX0815.The orthometric height was determined by differential leveling
 RX0815.and adjusted by the National Geodetic Survey in June 1991..
 RX0815
 RX0815.The geoid height was determined by GEOID03.
 RX0815
 RX0815.The dynamic height is computed by dividing the NAVD 88
 RX0815.geopotential number by the normal gravity value computed on the
 RX0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0815.degrees latitude (g = 980.6199 gals.).
 RX0815
 RX0815.The modeled gravity was interpolated from observed gravity values.
 RX0815
 RX0815;                    North         East    Units  Estimated Accuracy
 RX0815;SPC MT       -   267,760.      405,150.      MT  (+/- 180 meters Scaled)
 RX0815
 RX0815                          SUPERSEDED SURVEY CONTROL
 RX0815
 RX0815.No superseded survey control is available for this station.
 RX0815
 RX0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS199647(NAD 83)
 RX0815_MARKER: DV = VERTICAL CONTROL DISK
 RX0815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0815_SP_SET: STAINLESS STEEL ROD
 RX0815_STAMPING: E 437 1979
 RX0815_MARK LOGO: NGS   
 RX0815_PROJECTION: FLUSH
 RX0815_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0815_ROD/PIPE-DEPTH: 1.52 meters
 RX0815
 RX0815  HISTORY     - Date     Condition        Report By
 RX0815  HISTORY     - 1979     MONUMENTED       NGS
 RX0815  HISTORY     - 19910827 GOOD             MTDOT
 RX0815
 RX0815                          STATION DESCRIPTION
 RX0815
 RX0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0815'2.4 MI NW FROM HELENA.
 RX0815'0.6 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0815'CROSSING OF BENTON AVENUE IN HELENA, TO C 468, THENCE 0.5
 RX0815'MILE NORTH ON HENDERSON STREET TO A T-ROAD, THENCE 0.4 MILE EAST
 RX0815'ALONG MITCHELL STREET TO GREEN MEADOW DRIVE, AND THENCE
 RX0815'0.9 MILE NORTH ALONG GREEN MEADOW DRIVE, 57.1 FEET EAST OF
 RX0815'AND ACROSS THE ROAD FROM A ROCK FENCE, 25.7 FEET EAST OF THE
 RX0815'CENTERLINE OF THE ROAD, 6.1 FEET SOUTH OF A JUNCTION LINE POWER POLE,
 RX0815'AND 1.6 FEET WEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 5 FEET,
 RX0815'ROD WAS DRIVEN INTO ROCK AND WILL NOT TURN.  ACCESS TO THE DISK IS
 RX0815'THROUGH A 4 INCH SCREW PLUG.
 RX0815'THE MARK IS 1.4 FT  N FROM A WITNESS POST.
 RX0815'THE MARK IS 1 FT BELOW THE ROAD.
 RX0815
 RX0815                          STATION RECOVERY (1991)
 RX0815
 RX0815'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1991 (MF)
 RX0815'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0448 ***********************************************************************
 TJ0448  DESIGNATION -  E 438
 TJ0448  PID         -  TJ0448
 TJ0448  STATE/COUNTY-  MT/PHILLIPS
 TJ0448  USGS QUAD   -  MORGAN (1984)
 TJ0448
 TJ0448                         *CURRENT SURVEY CONTROL
 TJ0448  ___________________________________________________________________
 TJ0448* NAD 83(1986)-  48 54 51.     (N)    107 49 04.     (W)     SCALED    
 TJ0448* NAVD 88     -       753.380  (meters)    2471.71   (feet)  ADJUSTED  
 TJ0448  ___________________________________________________________________
 TJ0448  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 TJ0448  DYNAMIC HT  -         753.495 (meters)    2472.09  (feet)  COMP
 TJ0448  MODELED GRAV-     980,738.5   (mgal)                       NAVD 88
 TJ0448
 TJ0448  VERT ORDER  -  FIRST     CLASS II
 TJ0448
 TJ0448.The horizontal coordinates were scaled from a topographic map and have
 TJ0448.an estimated accuracy of +/- 6 seconds.
 TJ0448
 TJ0448.The orthometric height was determined by differential leveling
 TJ0448.and adjusted by the National Geodetic Survey in June 1991..
 TJ0448
 TJ0448.The geoid height was determined by GEOID03.
 TJ0448
 TJ0448.The dynamic height is computed by dividing the NAVD 88
 TJ0448.geopotential number by the normal gravity value computed on the
 TJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0448.degrees latitude (g = 980.6199 gals.).
 TJ0448
 TJ0448.The modeled gravity was interpolated from observed gravity values.
 TJ0448
 TJ0448;                    North         East    Units  Estimated Accuracy
 TJ0448;SPC MT       -   519,650.      723,290.      MT  (+/- 180 meters Scaled)
 TJ0448
 TJ0448                          SUPERSEDED SURVEY CONTROL
 TJ0448
 TJ0448.No superseded survey control is available for this station.
 TJ0448
 TJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ935217(NAD 83)
 TJ0448_MARKER: DB = BENCH MARK DISK
 TJ0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0448_SP_SET: STAINLESS STEEL ROD
 TJ0448_STAMPING: E 438 1979
 TJ0448_PROJECTION: FLUSH
 TJ0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0448_ROD/PIPE-DEPTH: 3.35 meters
 TJ0448
 TJ0448  HISTORY     - Date     Condition        Report By
 TJ0448  HISTORY     - 1979     MONUMENTED       NGS
 TJ0448
 TJ0448                          STATION DESCRIPTION
 TJ0448
 TJ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0448'6.0 MI SOUTH FROM PORT OF MORGAN.
 TJ0448'6.0 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE U.S.-CANADIAN BORDER
 TJ0448'IN PORT OF MORGAN, 74.5 FEET WEST OF MILE POST 47, 54 FEET WEST OF THE
 TJ0448'CENTER OF THE ROAD, 40 FEET NORTH OF A TELEPHONE CABLE JUNCTION BOX
 TJ0448'NUMBER 35A, 100 FEET NORTH OF A FENCE CORNER, 120 FEET NORTH OF THE
 TJ0448'EXTENDED CENTER OF A GRAVEL ROAD LEADING EAST, AND 1 FOOT EAST OF A
 TJ0448'FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0448'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TJ0448'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0402 ***********************************************************************
 TJ0402  DESIGNATION -  E 439
 TJ0402  PID         -  TJ0402
 TJ0402  STATE/COUNTY-  MT/PHILLIPS
 TJ0402  USGS QUAD   -  MALTA NE (1968)
 TJ0402
 TJ0402                         *CURRENT SURVEY CONTROL
 TJ0402  ___________________________________________________________________
 TJ0402* NAD 83(1986)-  48 28 42.     (N)    107 46 34.     (W)     SCALED    
 TJ0402* NAVD 88     -       683.007  (meters)    2240.83   (feet)  ADJUSTED  
 TJ0402  ___________________________________________________________________
 TJ0402  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TJ0402  DYNAMIC HT  -         683.090 (meters)    2241.10  (feet)  COMP
 TJ0402  MODELED GRAV-     980,709.9   (mgal)                       NAVD 88
 TJ0402
 TJ0402  VERT ORDER  -  FIRST     CLASS II
 TJ0402
 TJ0402.The horizontal coordinates were scaled from a topographic map and have
 TJ0402.an estimated accuracy of +/- 6 seconds.
 TJ0402
 TJ0402.The orthometric height was determined by differential leveling
 TJ0402.and adjusted by the National Geodetic Survey in June 1991..
 TJ0402
 TJ0402.The geoid height was determined by GEOID03.
 TJ0402
 TJ0402.The dynamic height is computed by dividing the NAVD 88
 TJ0402.geopotential number by the normal gravity value computed on the
 TJ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0402.degrees latitude (g = 980.6199 gals.).
 TJ0402
 TJ0402.The modeled gravity was interpolated from observed gravity values.
 TJ0402
 TJ0402;                    North         East    Units  Estimated Accuracy
 TJ0402;SPC MT       -   471,270.      727,410.      MT  (+/- 180 meters Scaled)
 TJ0402
 TJ0402                          SUPERSEDED SURVEY CONTROL
 TJ0402
 TJ0402.No superseded survey control is available for this station.
 TJ0402
 TJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP948731(NAD 83)
 TJ0402_MARKER: I = METAL ROD
 TJ0402_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TJ0402_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TJ0402_STAMPING: E 439 1979
 TJ0402_PROJECTION: FLUSH
 TJ0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0402+STABILITY: POSITION/ELEVATION WELL
 TJ0402_ROD/PIPE-DEPTH: 13.7 meters
 TJ0402_SLEEVE-DEPTH  : 12.2 meters
 TJ0402
 TJ0402  HISTORY     - Date     Condition        Report By
 TJ0402  HISTORY     - 1979     MONUMENTED       NGS
 TJ0402
 TJ0402                          STATION DESCRIPTION
 TJ0402
 TJ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0402'10.0 MI NORTH FROM MALTA.
 TJ0402'10.0 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0402'HIGHWAY 2 IN MALTA, 77.5 FEET WEST OF MILE POST 10, 58.4 FEET
 TJ0402'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.2 FEET EAST OF A
 TJ0402'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TJ0402'LOGO CAP.
 TJ0402'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
 TJ0402'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0172 ***********************************************************************
 QW0172  DESIGNATION -  E 44
 QW0172  PID         -  QW0172
 QW0172  STATE/COUNTY-  MT/YELLOWSTONE
 QW0172  USGS QUAD   -  ACTON (1956)
 QW0172
 QW0172                         *CURRENT SURVEY CONTROL
 QW0172  ___________________________________________________________________
 QW0172* NAD 83(1986)-  45 56 30.     (N)    108 42 17.     (W)     SCALED    
 QW0172* NAVD 88     -      1153.911  (meters)    3785.79   (feet)  ADJUSTED  
 QW0172  ___________________________________________________________________
 QW0172  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 QW0172  DYNAMIC HT  -        1153.663 (meters)    3784.98  (feet)  COMP
 QW0172  MODELED GRAV-     980,359.7   (mgal)                       NAVD 88
 QW0172
 QW0172  VERT ORDER  -  FIRST     CLASS II
 QW0172
 QW0172.The horizontal coordinates were scaled from a topographic map and have
 QW0172.an estimated accuracy of +/- 6 seconds.
 QW0172
 QW0172.The orthometric height was determined by differential leveling
 QW0172.and adjusted by the National Geodetic Survey in June 1991..
 QW0172
 QW0172.The geoid height was determined by GEOID03.
 QW0172
 QW0172.The dynamic height is computed by dividing the NAVD 88
 QW0172.geopotential number by the normal gravity value computed on the
 QW0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0172.degrees latitude (g = 980.6199 gals.).
 QW0172
 QW0172.The modeled gravity was interpolated from observed gravity values.
 QW0172
 QW0172;                    North         East    Units  Estimated Accuracy
 QW0172;SPC MT       -   188,310.      661,640.      MT  (+/- 180 meters Scaled)
 QW0172
 QW0172                          SUPERSEDED SURVEY CONTROL
 QW0172
 QW0172  NGVD 29 (??/??/92) 1153.077  (m)         3783.05   (f) ADJ UNCH    1 2
 QW0172
 QW0172.Superseded values are not recommended for survey control.
 QW0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0172.See file dsdata.txt to determine how the superseded data were derived.
 QW0172
 QW0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR779901(NAD 83)
 QW0172_MARKER: DB = BENCH MARK DISK
 QW0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0172_STAMPING: E 44 1931
 QW0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0172+STABILITY: SURFACE MOTION
 QW0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0172+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 QW0172
 QW0172  HISTORY     - Date     Condition        Report By
 QW0172  HISTORY     - 1931     MONUMENTED       CGS
 QW0172  HISTORY     - 1962     GOOD             NGS
 QW0172  HISTORY     - 20030919 GOOD             INDIV
 QW0172
 QW0172                          STATION DESCRIPTION
 QW0172
 QW0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QW0172'1.35 MI NW FROM ACTON.
 QW0172'1.35 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 QW0172'OCCIDENT ELEVATOR AT ACTION, 0.2 MILE SOUTHEAST OF THE CROSSING OF A
 QW0172'ROAD, 3 1/2 POLES SOUTHEAST OF MILEPOST 23, 45 FEET SOUTHWEST OF THE
 QW0172'SOUTHWEST RAIL, 52 FEET NORTHEAST OF A FENCE, 1.0 FOOT NORTHWEST OF A
 QW0172'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 QW0172'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 QW0172
 QW0172                          STATION RECOVERY (2003)
 QW0172
 QW0172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 QW0172'FOUND IN GOOD CONDITION, AT HIGHWAY 3 MILE POST 18.1,WEST OF HIGWAY,
 QW0172'W. SIDE OF RAILROAD TRACKS. TIE TO ADJACENTS HARN STATIONS USING NAD
 QW0172'83(1999) PRODUCED A LAT 45-56-31.210N AND LON 108-42-17.935W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0829 ***********************************************************************
 RX0829  DESIGNATION -  E 440
 RX0829  PID         -  RX0829
 RX0829  STATE/COUNTY-  MT/JEFFERSON
 RX0829  USGS QUAD   -  WICKES (1996)
 RX0829
 RX0829                         *CURRENT SURVEY CONTROL
 RX0829  ___________________________________________________________________
 RX0829* NAD 83(1986)-  46 18 04.     (N)    112 04 39.     (W)     SCALED    
 RX0829* NAVD 88     -      1582.614  (meters)    5192.29   (feet)  ADJUSTED  
 RX0829  ___________________________________________________________________
 RX0829  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 RX0829  DYNAMIC HT  -        1582.079 (meters)    5190.54  (feet)  COMP
 RX0829  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 RX0829
 RX0829  VERT ORDER  -  FIRST     CLASS II
 RX0829
 RX0829.The horizontal coordinates were scaled from a topographic map and have
 RX0829.an estimated accuracy of +/- 6 seconds.
 RX0829
 RX0829.The orthometric height was determined by differential leveling
 RX0829.and adjusted by the National Geodetic Survey in June 1991..
 RX0829
 RX0829.The geoid height was determined by GEOID03.
 RX0829
 RX0829.The dynamic height is computed by dividing the NAVD 88
 RX0829.geopotential number by the normal gravity value computed on the
 RX0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0829.degrees latitude (g = 980.6199 gals.).
 RX0829
 RX0829.The modeled gravity was interpolated from observed gravity values.
 RX0829
 RX0829;                    North         East    Units  Estimated Accuracy
 RX0829;SPC MT       -   231,200.      401,570.      MT  (+/- 180 meters Scaled)
 RX0829
 RX0829                          SUPERSEDED SURVEY CONTROL
 RX0829
 RX0829.No superseded survey control is available for this station.
 RX0829
 RX0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS170280(NAD 83)
 RX0829_MARKER: DB = BENCH MARK DISK
 RX0829_SETTING: 66 = SET IN ROCK OUTCROP
 RX0829_SP_SET: ROCK OUTCROP
 RX0829_STAMPING: E 440 1979
 RX0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0829+STABILITY: POSITION/ELEVATION WELL
 RX0829
 RX0829  HISTORY     - Date     Condition        Report By
 RX0829  HISTORY     - 1979     MONUMENTED       NGS
 RX0829
 RX0829                          STATION DESCRIPTION
 RX0829
 RX0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0829'3.8 MI NE FROM BOULDER.
 RX0829'3.8 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 164
 RX0829'OVERPASS IN BOULDER, 0.1 MILE NORTH OF MILE MARKER NUMBER 169, 39.6
 RX0829'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 RX0829'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0384 ***********************************************************************
 TK0384  DESIGNATION -  E 441
 TK0384  PID         -  TK0384
 TK0384  STATE/COUNTY-  MT/PHILLIPS
 TK0384  USGS QUAD   -  DODSON (1964)
 TK0384
 TK0384                         *CURRENT SURVEY CONTROL
 TK0384  ___________________________________________________________________
 TK0384* NAD 83(1986)-  48 22 38.     (N)    108 08 47.     (W)     SCALED    
 TK0384* NAVD 88     -       694.342  (meters)    2278.02   (feet)  ADJUSTED  
 TK0384  ___________________________________________________________________
 TK0384  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 TK0384  DYNAMIC HT  -         694.415 (meters)    2278.26  (feet)  COMP
 TK0384  MODELED GRAV-     980,694.0   (mgal)                       NAVD 88
 TK0384
 TK0384  VERT ORDER  -  FIRST     CLASS II
 TK0384
 TK0384.The horizontal coordinates were scaled from a topographic map and have
 TK0384.an estimated accuracy of +/- 6 seconds.
 TK0384
 TK0384.The orthometric height was determined by differential leveling
 TK0384.and adjusted by the National Geodetic Survey in June 1991..
 TK0384
 TK0384.The geoid height was determined by GEOID03.
 TK0384
 TK0384.The dynamic height is computed by dividing the NAVD 88
 TK0384.geopotential number by the normal gravity value computed on the
 TK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0384.degrees latitude (g = 980.6199 gals.).
 TK0384
 TK0384.The modeled gravity was interpolated from observed gravity values.
 TK0384
 TK0384;                    North         East    Units  Estimated Accuracy
 TK0384;SPC MT       -   459,490.      700,240.      MT  (+/- 180 meters Scaled)
 TK0384
 TK0384                          SUPERSEDED SURVEY CONTROL
 TK0384
 TK0384.No superseded survey control is available for this station.
 TK0384
 TK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU113621(NAD 83)
 TK0384_MARKER: DB = BENCH MARK DISK
 TK0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0384_SP_SET: STAINLESS STEEL ROD
 TK0384_STAMPING: E 441 1979
 TK0384_PROJECTION: FLUSH
 TK0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0384_ROD/PIPE-DEPTH: 7.62 meters
 TK0384
 TK0384  HISTORY     - Date     Condition        Report By
 TK0384  HISTORY     - 1979     MONUMENTED       NGS
 TK0384
 TK0384                          STATION DESCRIPTION
 TK0384
 TK0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0384'3.2 MI WEST FROM WAGNER.
 TK0384'3.2 MILES WEST ALONG A DIRT ROAD PARALLELING THE GREAT NORTHERN
 TK0384'RAILROAD TRACK FROM THE MAIN CROSS ROAD IN WAGNER, AT MILE POST 356,
 TK0384'190 FEET SOUTHEAST OF MILE POST 356, 135 FEET SOUTH OF THE SOUTH RAIL,
 TK0384'23 FEET SOUTH OF THE CENTER OF THE ROAD, 16 FEET NORTH OF A WIRE
 TK0384'FENCE, AND 6 FEET EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DISK
 TK0384'IS THROUGH A 4-INCH SCREW PLUG.
 TK0384'THE MARK IS 2 FT  WSW FROM A WITNESS POST.
 TK0384'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0446 ***********************************************************************
 TN0446  DESIGNATION -  E 442
 TN0446  PID         -  TN0446
 TN0446  STATE/COUNTY-  MT/FLATHEAD
 TN0446  USGS QUAD   -  KALISPELL (1994)
 TN0446
 TN0446                         *CURRENT SURVEY CONTROL
 TN0446  ___________________________________________________________________
 TN0446* NAD 83(1986)-  48 07 51.     (N)    114 16 01.     (W)     SCALED    
 TN0446* NAVD 88     -       889.241  (meters)    2917.45   (feet)  ADJUSTED  
 TN0446  ___________________________________________________________________
 TN0446  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TN0446  DYNAMIC HT  -         889.235 (meters)    2917.43  (feet)  COMP
 TN0446  MODELED GRAV-     980,575.0   (mgal)                       NAVD 88
 TN0446
 TN0446  VERT ORDER  -  FIRST     CLASS II
 TN0446
 TN0446.The horizontal coordinates were scaled from a topographic map and have
 TN0446.an estimated accuracy of +/- 6 seconds.
 TN0446
 TN0446.The orthometric height was determined by differential leveling
 TN0446.and adjusted by the National Geodetic Survey in June 1991..
 TN0446
 TN0446.The geoid height was determined by GEOID03.
 TN0446
 TN0446.The dynamic height is computed by dividing the NAVD 88
 TN0446.geopotential number by the normal gravity value computed on the
 TN0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0446.degrees latitude (g = 980.6199 gals.).
 TN0446
 TN0446.The modeled gravity was interpolated from observed gravity values.
 TN0446
 TN0446;                    North         East    Units  Estimated Accuracy
 TN0446;SPC MT       -   442,030.      245,530.      MT  (+/- 180 meters Scaled)
 TN0446
 TN0446                          SUPERSEDED SURVEY CONTROL
 TN0446
 TN0446.No superseded survey control is available for this station.
 TN0446
 TN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP033344(NAD 83)
 TN0446_MARKER: DB = BENCH MARK DISK
 TN0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0446_SP_SET: STAINLESS STEEL ROD
 TN0446_STAMPING: E 442 1979
 TN0446_PROJECTION: FLUSH
 TN0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0446_ROD/PIPE-DEPTH: 8.84 meters
 TN0446
 TN0446  HISTORY     - Date     Condition        Report By
 TN0446  HISTORY     - 1979     MONUMENTED       NGS
 TN0446
 TN0446                          STATION DESCRIPTION
 TN0446
 TN0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0446'6.5 MI SE FROM KALISPELL.
 TN0446'1.2 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH U. S.
 TN0446'HIGHWAY 2 IN KALISPELL, THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY
 TN0446'503, THENCE 1.1 MILES EAST ALONG A PAVED ROAD, THENCE 0.8 MILE
 TN0446'SOUTHEAST ALONG U. S. HIGHWAY 93, SET ON THE NORTHWEST CORNER AT THE
 TN0446'INTERSECTION OF A ROAD CROSSING 0.05 MILE NORTHWEST OF HIGHWAY MILE
 TN0446'MARKER 107, ALSO 4.3 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS
 TN0446'JUNCTION WITH SOMERS ROAD IN SOMERS, 46 FEET SOUTHWEST OF THE
 TN0446'SOUTHWEST RAIL, 44 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 TN0446'37 FEET WEST OF THE CENTERLINE OF THE ROAD AND 4 FEET NORTH OF A
 TN0446'POWER POLE NO. 049400 WITH 2 GUY WIRES.
 TN0446'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 TN0446'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0678 ***********************************************************************
 SU0678  DESIGNATION -  E 443
 SU0678  PID         -  SU0678
 SU0678  STATE/COUNTY-  MT/LAKE
 SU0678  USGS QUAD   -  ELMO (1964)
 SU0678
 SU0678                         *CURRENT SURVEY CONTROL
 SU0678  ___________________________________________________________________
 SU0678* NAD 83(1986)-  47 52 11.     (N)    114 16 21.     (W)     SCALED    
 SU0678* NAVD 88     -       898.932  (meters)    2949.25   (feet)  ADJUSTED  
 SU0678  ___________________________________________________________________
 SU0678  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SU0678  DYNAMIC HT  -         898.917 (meters)    2949.20  (feet)  COMP
 SU0678  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 SU0678
 SU0678  VERT ORDER  -  FIRST     CLASS II
 SU0678
 SU0678.The horizontal coordinates were scaled from a topographic map and have
 SU0678.an estimated accuracy of +/- 6 seconds.
 SU0678
 SU0678.The orthometric height was determined by differential leveling
 SU0678.and adjusted by the National Geodetic Survey in June 1991..
 SU0678
 SU0678.The geoid height was determined by GEOID03.
 SU0678
 SU0678.The dynamic height is computed by dividing the NAVD 88
 SU0678.geopotential number by the normal gravity value computed on the
 SU0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0678.degrees latitude (g = 980.6199 gals.).
 SU0678
 SU0678.The modeled gravity was interpolated from observed gravity values.
 SU0678
 SU0678;                    North         East    Units  Estimated Accuracy
 SU0678;SPC MT       -   413,090.      243,350.      MT  (+/- 180 meters Scaled)
 SU0678
 SU0678                          SUPERSEDED SURVEY CONTROL
 SU0678
 SU0678.No superseded survey control is available for this station.
 SU0678
 SU0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP039054(NAD 83)
 SU0678_MARKER: DB = BENCH MARK DISK
 SU0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0678_SP_SET: STAINLESS STEEL ROD
 SU0678_STAMPING: E 443 1979
 SU0678_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0678_ROD/PIPE-DEPTH: 3.05 meters
 SU0678
 SU0678  HISTORY     - Date     Condition        Report By
 SU0678  HISTORY     - 1979     MONUMENTED       NGS
 SU0678
 SU0678                          STATION DESCRIPTION
 SU0678
 SU0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0678'0.4 MI NE FROM DAYTON.
 SU0678'0.4 MILE NORTHEAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0678'DAYTON, SET AT A ROAD LEADING SOUTHEAST TO THE HILLS RESIDENCE AND 0.0
 SU0678'MILE NORTHEAST OF HIGHWAY MILE POST 83, 41 FEET NORTHEAST OF POWER
 SU0678'POLE NUMBER 035543 WITH 1 GUY WIRE, 34.5 FEET SOUTHEAST OF THE
 SU0678'CENTERLINE OF THE HIGHWAY, 14 FEET SOUTHWEST OF THE CENTERLINE OF
 SU0678'THE ROAD, 5 FEET SOUTHWEST OF THE WEST CORNER OF A CATTLE GUARD AND
 SU0678'4.5 FEET SOUTHWEST OF A FENCE CORNER POST.
 SU0678'THE MARK IS 1 FT  W FROM A WITNESS POST.
 SU0678'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0701 ***********************************************************************
 SU0701  DESIGNATION -  E 444
 SU0701  PID         -  SU0701
 SU0701  STATE/COUNTY-  MT/LAKE
 SU0701  USGS QUAD   -  POLSON (1964)
 SU0701
 SU0701                         *CURRENT SURVEY CONTROL
 SU0701  ___________________________________________________________________
 SU0701* NAD 83(1986)-  47 41 34.     (N)    114 07 45.     (W)     SCALED    
 SU0701* NAVD 88     -       907.972  (meters)    2978.90   (feet)  ADJUSTED  
 SU0701  ___________________________________________________________________
 SU0701  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 SU0701  DYNAMIC HT  -         907.934 (meters)    2978.78  (feet)  COMP
 SU0701  MODELED GRAV-     980,540.0   (mgal)                       NAVD 88
 SU0701
 SU0701  VERT ORDER  -  FIRST     CLASS II
 SU0701
 SU0701.The horizontal coordinates were scaled from a topographic map and have
 SU0701.an estimated accuracy of +/- 6 seconds.
 SU0701
 SU0701.The orthometric height was determined by differential leveling
 SU0701.and adjusted by the National Geodetic Survey in June 1991..
 SU0701
 SU0701.The geoid height was determined by GEOID03.
 SU0701
 SU0701.The dynamic height is computed by dividing the NAVD 88
 SU0701.geopotential number by the normal gravity value computed on the
 SU0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0701.degrees latitude (g = 980.6199 gals.).
 SU0701
 SU0701.The modeled gravity was interpolated from observed gravity values.
 SU0701
 SU0701;                    North         East    Units  Estimated Accuracy
 SU0701;SPC MT       -   392,810.      252,890.      MT  (+/- 180 meters Scaled)
 SU0701
 SU0701                          SUPERSEDED SURVEY CONTROL
 SU0701
 SU0701.No superseded survey control is available for this station.
 SU0701
 SU0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN154861(NAD 83)
 SU0701_MARKER: DB = BENCH MARK DISK
 SU0701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0701_SP_SET: STAINLESS STEEL ROD
 SU0701_STAMPING: E 444 1979
 SU0701_PROJECTION: FLUSH
 SU0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SU0701+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 SU0701_ROD/PIPE-DEPTH: 4.88 meters
 SU0701
 SU0701  HISTORY     - Date     Condition        Report By
 SU0701  HISTORY     - 1979     MONUMENTED       NGS
 SU0701  HISTORY     - 20050522 GOOD             MTDOT
 SU0701
 SU0701                          STATION DESCRIPTION
 SU0701
 SU0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0701'0.5 MI NW FROM POLSON.
 SU0701'0.5 MILE NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0701'STATE HIGHWAY 35 IN POLSON, SET IN THE INSIDE CORNER OF THE DECORATIVE
 SU0701'WALL AT THE WEST SIDE OF THE DRIVE TO THE GOLF COURSE, 92 FEET NORTH
 SU0701'OF THE CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF
 SU0701'THE ROAD, 16 FEET WEST OF THE EAST END OF THE WALL, 15 FEET NORTH OF
 SU0701'THE SOUTH END OF THE WALL AND 1.5 FEET SOUTHEAST OF THE INSIDE
 SU0701'CORNER.  THE ROD WAS DRIVEN TO REFUSAL.
 SU0701'THE MARK IS 3 FT BELOW THE HIGHWAY.
 SU0701
 SU0701                          STATION RECOVERY (2005)
 SU0701
 SU0701'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2005 (DMR)
 SU0701'HAND HELD GPS POSITION IS N47-41-36.1 W114-08-05.2
 SU0701'(DATA SHEET POSITION N47-41-34 W114-07-45 IS AT THE EAST GOLF COURSE
 SU0701'ENTRANCE) NOT SUITABLE FOR GPS DUE TO OVERHEAD TREE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0732 ***********************************************************************
 SU0732  DESIGNATION -  E 445
 SU0732  PID         -  SU0732
 SU0732  STATE/COUNTY-  MT/LAKE
 SU0732  USGS QUAD   -  CHARLO (1965)
 SU0732
 SU0732                         *CURRENT SURVEY CONTROL
 SU0732  ___________________________________________________________________
 SU0732* NAD 83(1986)-  47 23 05.     (N)    114 12 10.     (W)     SCALED    
 SU0732* NAVD 88     -       854.751  (meters)    2804.30   (feet)  ADJUSTED  
 SU0732  ___________________________________________________________________
 SU0732  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 SU0732  DYNAMIC HT  -         854.699 (meters)    2804.12  (feet)  COMP
 SU0732  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 SU0732
 SU0732  VERT ORDER  -  FIRST     CLASS II
 SU0732
 SU0732.The horizontal coordinates were scaled from a topographic map and have
 SU0732.an estimated accuracy of +/- 6 seconds.
 SU0732
 SU0732.The orthometric height was determined by differential leveling
 SU0732.and adjusted by the National Geodetic Survey in June 1991..
 SU0732
 SU0732.The geoid height was determined by GEOID03.
 SU0732
 SU0732.The dynamic height is computed by dividing the NAVD 88
 SU0732.geopotential number by the normal gravity value computed on the
 SU0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0732.degrees latitude (g = 980.6199 gals.).
 SU0732
 SU0732.The modeled gravity was interpolated from observed gravity values.
 SU0732
 SU0732;                    North         East    Units  Estimated Accuracy
 SU0732;SPC MT       -   358,970.      245,320.      MT  (+/- 180 meters Scaled)
 SU0732
 SU0732                          SUPERSEDED SURVEY CONTROL
 SU0732
 SU0732.No superseded survey control is available for this station.
 SU0732
 SU0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN111517(NAD 83)
 SU0732_MARKER: DB = BENCH MARK DISK
 SU0732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0732_SP_SET: STAINLESS STEEL ROD
 SU0732_STAMPING: E 445 1979
 SU0732_PROJECTION: FLUSH
 SU0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0732_ROD/PIPE-DEPTH: 4.27 meters
 SU0732
 SU0732  HISTORY     - Date     Condition        Report By
 SU0732  HISTORY     - 1979     MONUMENTED       NGS
 SU0732
 SU0732                          STATION DESCRIPTION
 SU0732
 SU0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0732'4.9 MI SW FROM CHARLO.
 SU0732'4.8 MILES SOUTHWEST ALONG STATE ROUTE 212 FROM THE POST OFFICE IN
 SU0732'CHARLO.  THENCE 0.1 MILE SOUTHEAST ALONG A PAVED ROAD.  SET AT A
 SU0732'POWER LINE JUNCTION POLE NO. 300960-CAB323 WITH ELEVEN GUY WIRES,
 SU0732'ON THE SOUTHEAST CORNER OF THE T-JUNCTION OF A GRAVELLED ROAD SOUTH
 SU0732'AND THE PAVED ROAD.  62 FEET EAST OF THE CENTERLINE OF THE GRAVELLED
 SU0732'ROAD, 37 FEET EAST OF A FENCE CORNER, 32 FEET SOUTH OF THE CENTERLINE
 SU0732'OF THE PAVED ROAD, 7 FEET WEST OF THE POWER POLE, 1 FOOT NORTH OF
 SU0732'THE FENCELINE.  ROD WAS DRIVEN TO REFUSAL.
 SU0732'THE MARK IS 2 FT  E FROM A WITNESS POST.
 SU0732'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0762 ***********************************************************************
 SU0762  DESIGNATION -  E 446
 SU0762  PID         -  SU0762
 SU0762  STATE/COUNTY-  MT/MISSOULA
 SU0762  USGS QUAD   -  EVARO (1984)
 SU0762
 SU0762                         *CURRENT SURVEY CONTROL
 SU0762  ___________________________________________________________________
 SU0762* NAD 83(1986)-  47 04 22.     (N)    114 03 49.     (W)     SCALED    
 SU0762* NAVD 88     -      1192.496  (meters)    3912.38   (feet)  ADJUSTED  
 SU0762  ___________________________________________________________________
 SU0762  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 SU0762  DYNAMIC HT  -        1192.312 (meters)    3911.78  (feet)  COMP
 SU0762  MODELED GRAV-     980,418.3   (mgal)                       NAVD 88
 SU0762
 SU0762  VERT ORDER  -  FIRST     CLASS II
 SU0762
 SU0762.The horizontal coordinates were scaled from a topographic map and have
 SU0762.an estimated accuracy of +/- 6 seconds.
 SU0762
 SU0762.The orthometric height was determined by differential leveling
 SU0762.and adjusted by the National Geodetic Survey in June 1991..
 SU0762
 SU0762.The geoid height was determined by GEOID03.
 SU0762
 SU0762.The dynamic height is computed by dividing the NAVD 88
 SU0762.geopotential number by the normal gravity value computed on the
 SU0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0762.degrees latitude (g = 980.6199 gals.).
 SU0762
 SU0762.The modeled gravity was interpolated from observed gravity values.
 SU0762
 SU0762;                    North         East    Units  Estimated Accuracy
 SU0762;SPC MT       -   323,750.      253,790.      MT  (+/- 180 meters Scaled)
 SU0762
 SU0762                          SUPERSEDED SURVEY CONTROL
 SU0762
 SU0762.No superseded survey control is available for this station.
 SU0762
 SU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN229174(NAD 83)
 SU0762_MARKER: DB = BENCH MARK DISK
 SU0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0762_SP_SET: STAINLESS STEEL ROD
 SU0762_STAMPING: E 446 1979
 SU0762_PROJECTION: FLUSH
 SU0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0762_ROD/PIPE-DEPTH: 6.10 meters
 SU0762
 SU0762  HISTORY     - Date     Condition        Report By
 SU0762  HISTORY     - 1979     MONUMENTED       NGS
 SU0762
 SU0762                          STATION DESCRIPTION
 SU0762
 SU0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0762'7.9 MI SOUTH FROM ARLEE.
 SU0762'7.9 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN ARLEE,
 SU0762'SET AT THE CENTER OF A MAJOR POWER LINE CROSSING BETWEEN TWO POLES,
 SU0762'0.2 MILE WEST OF MILE POST 10, 0.15 MILE WEST AND ACROSS THE HIGHWAY
 SU0762'FROM A GENERAL STORE AND GAS STATION, 0.1 MILE EAST OF A HIGHWAY
 SU0762'BRIDGE OVER THE RAILROAD TRACKS, 66 FEET SOUTH OF THE CENTERLINE OF
 SU0762'THE HIGHWAY, 14 FEET NORTH OF A FENCE, 7 FEET EAST OF POWER LINE POLE
 SU0762'NO. 40-29 AND 7 FEET WEST OF A SECOND POWER LINE POLE.  THE MARK IS
 SU0762'ENCASED IN A 5-INCH PLASTIC PIPE WITH NO COVER.
 SU0762'THE MARK IS 1 FT  N FROM A WITNESS POST.
 SU0762'THE MARK IS 6 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0713 ***********************************************************************
 RX0713  DESIGNATION -  E 447
 RX0713  PID         -  RX0713
 RX0713  STATE/COUNTY-  MT/MISSOULA
 RX0713  USGS QUAD   -  CLINTON (1965)
 RX0713
 RX0713                         *CURRENT SURVEY CONTROL
 RX0713  ___________________________________________________________________
 RX0713* NAD 83(1986)-  46 45 08.     (N)    113 42 53.     (W)     SCALED    
 RX0713* NAVD 88     -      1061.297  (meters)    3481.94   (feet)  ADJUSTED  
 RX0713  ___________________________________________________________________
 RX0713  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 RX0713  DYNAMIC HT  -        1061.103 (meters)    3481.30  (feet)  COMP
 RX0713  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 RX0713
 RX0713  VERT ORDER  -  FIRST     CLASS II
 RX0713
 RX0713.The horizontal coordinates were scaled from a topographic map and have
 RX0713.an estimated accuracy of +/- 6 seconds.
 RX0713
 RX0713.The orthometric height was determined by differential leveling
 RX0713.and adjusted by the National Geodetic Survey in June 1991..
 RX0713
 RX0713.The geoid height was determined by GEOID03.
 RX0713
 RX0713.The dynamic height is computed by dividing the NAVD 88
 RX0713.geopotential number by the normal gravity value computed on the
 RX0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0713.degrees latitude (g = 980.6199 gals.).
 RX0713
 RX0713.The modeled gravity was interpolated from observed gravity values.
 RX0713
 RX0713;                    North         East    Units  Estimated Accuracy
 RX0713;SPC MT       -   286,710.      278,310.      MT  (+/- 180 meters Scaled)
 RX0713
 RX0713                          SUPERSEDED SURVEY CONTROL
 RX0713
 RX0713.No superseded survey control is available for this station.
 RX0713
 RX0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS926812(NAD 83)
 RX0713_MARKER: DB = BENCH MARK DISK
 RX0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0713_SP_SET: STAINLESS STEEL ROD
 RX0713_STAMPING: E 447 1979
 RX0713_PROJECTION: FLUSH
 RX0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0713_ROD/PIPE-DEPTH: 3.05 meters
 RX0713
 RX0713  HISTORY     - Date     Condition        Report By
 RX0713  HISTORY     - 1979     MONUMENTED       NGS
 RX0713
 RX0713                          STATION DESCRIPTION
 RX0713
 RX0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0713'2.0 MI SOUTH FROM CLINTON.
 RX0713'2.05 MILES SOUTH ALONG INTERSTATE 90 FROM THE INTERCHANGE AT CLINTON,
 RX0713'SET IN THE RIGHT-OF-WAY FENCE LINE AT HIGHWAY MILE POST 123, 0.2
 RX0713'MILE SOUTH OF A POWER LINE CROSSING, 79.5 FEET NORTHEAST OF A
 RX0713'TELEGRAPH POLE, 62 FEET EAST OF THE EAST RAIL, 59 FEET WEST OF THE
 RX0713'CENTERLINE OF THE SOUTHBOUND LANES, 55 FEET SOUTHEAST OF A TELEGRAPH
 RX0713'POLE AND 27 FEET WEST OF THE MILE POST.  THE ROD WAS DRIVEN TO
 RX0713'REFUSAL.
 RX0713'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RX0713'THE MARK IS 3 FT BELOW LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0748 ***********************************************************************
 RX0748  DESIGNATION -  E 448
 RX0748  PID         -  RX0748
 RX0748  STATE/COUNTY-  MT/POWELL
 RX0748  USGS QUAD   -  GARRISON (1989)
 RX0748
 RX0748                         *CURRENT SURVEY CONTROL
 RX0748  ___________________________________________________________________
 RX0748* NAD 83(1986)-  46 33 24.     (N)    112 52 15.     (W)     SCALED    
 RX0748* NAVD 88     -      1303.581  (meters)    4276.83   (feet)  ADJUSTED  
 RX0748  ___________________________________________________________________
 RX0748  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0748  DYNAMIC HT  -        1303.275 (meters)    4275.83  (feet)  COMP
 RX0748  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 RX0748  OBS GRAVITY -     980,339.1   (mgal)                       GRAV_OBS
 RX0748
 RX0748  VERT ORDER  -  FIRST     CLASS II
 RX0748
 RX0748.The horizontal coordinates were scaled from a topographic map and have
 RX0748.an estimated accuracy of +/- 6 seconds.
 RX0748
 RX0748.The orthometric height was determined by differential leveling
 RX0748.and adjusted by the National Geodetic Survey in June 1991..
 RX0748
 RX0748.The geoid height was determined by GEOID03.
 RX0748
 RX0748.The dynamic height is computed by dividing the NAVD 88
 RX0748.geopotential number by the normal gravity value computed on the
 RX0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0748.degrees latitude (g = 980.6199 gals.).
 RX0748
 RX0748.The modeled gravity was interpolated from observed gravity values.
 RX0748.The observed gravity was obtained from relative gravimeter ties
 RX0748.to the IGSN71 gravity network.
 RX0748
 RX0748;                    North         East    Units  Estimated Accuracy
 RX0748;SPC MT       -   261,880.      341,740.      MT  (+/- 180 meters Scaled)
 RX0748
 RX0748                          SUPERSEDED SURVEY CONTROL
 RX0748
 RX0748.No superseded survey control is available for this station.
 RX0748
 RX0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS565576(NAD 83)
 RX0748_MARKER: DB = BENCH MARK DISK
 RX0748_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RX0748_SP_SET: BRIDGE ABUTMENT
 RX0748_STAMPING: E 448 1979
 RX0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0748
 RX0748  HISTORY     - Date     Condition        Report By
 RX0748  HISTORY     - 1979     MONUMENTED       NGS
 RX0748
 RX0748                          STATION DESCRIPTION
 RX0748
 RX0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0748'4.75 MI NW FROM GARRISON.
 RX0748'4.75 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0748'HIGHWAY 12 AT GARRISON, SET IN THE TOP OF THE SOUTH END OF THE WEST
 RX0748'ABUTMENT OF THE PHOSPHATE OVERPASS BRIDGE, 24 FEET SOUTH OF THE
 RX0748'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 RX0748'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0779 ***********************************************************************
 RX0779  DESIGNATION -  E 449
 RX0779  PID         -  RX0779
 RX0779  STATE/COUNTY-  MT/SILVER BOW
 RX0779  USGS QUAD   -  RAMSAY (1996)
 RX0779
 RX0779                         *CURRENT SURVEY CONTROL
 RX0779  ___________________________________________________________________
 RX0779* NAD 83(1986)-  46 00 35.     (N)    112 41 25.     (W)     SCALED    
 RX0779* NAVD 88     -      1631.584  (meters)    5352.96   (feet)  ADJUSTED  
 RX0779  ___________________________________________________________________
 RX0779  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 RX0779  DYNAMIC HT  -        1630.941 (meters)    5350.85  (feet)  COMP
 RX0779  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 RX0779  OBS GRAVITY -     980,165.5   (mgal)                       GRAV_OBS
 RX0779
 RX0779  VERT ORDER  -  FIRST     CLASS II
 RX0779
 RX0779.The horizontal coordinates were scaled from a topographic map and have
 RX0779.an estimated accuracy of +/- 6 seconds.
 RX0779
 RX0779.The orthometric height was determined by differential leveling
 RX0779.and adjusted by the National Geodetic Survey in June 1991..
 RX0779
 RX0779.The geoid height was determined by GEOID03.
 RX0779
 RX0779.The dynamic height is computed by dividing the NAVD 88
 RX0779.geopotential number by the normal gravity value computed on the
 RX0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0779.degrees latitude (g = 980.6199 gals.).
 RX0779
 RX0779.The modeled gravity was interpolated from observed gravity values.
 RX0779.The observed gravity was obtained from relative gravimeter ties
 RX0779.to the IGSN71 gravity network.
 RX0779
 RX0779;                    North         East    Units  Estimated Accuracy
 RX0779;SPC MT       -   200,590.      353,100.      MT  (+/- 180 meters Scaled)
 RX0779
 RX0779                          SUPERSEDED SURVEY CONTROL
 RX0779
 RX0779.No superseded survey control is available for this station.
 RX0779
 RX0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR691965(NAD 83)
 RX0779_MARKER: DB = BENCH MARK DISK
 RX0779_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RX0779_SP_SET: ABUTMENT
 RX0779_STAMPING: E 449 1979
 RX0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0779
 RX0779  HISTORY     - Date     Condition        Report By
 RX0779  HISTORY     - 1979     MONUMENTED       NGS
 RX0779
 RX0779                          STATION DESCRIPTION
 RX0779
 RX0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0779'2.5 MI WEST FROM SILVER BOW.
 RX0779'2.5 MILES WEST ALONG INTERSTATE 90 FROM THE JUNCTION OF INTERSTATE 15
 RX0779'NEAR SILVER BOW, SET IN TOP OF THE EAST ABUTMENT OF THE SOUTH END OF
 RX0779'THE HIGHWAY BRIDGE, 0.15 MILE WEST OF A HIGHWAY OVERPASS BRIDGE, 24
 RX0779'FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES.
 RX0779'THE MARK IS ABOVE LEVEL WITH EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0283 ***********************************************************************
 QY0283  DESIGNATION -  E 45
 QY0283  PID         -  QY0283
 QY0283  STATE/COUNTY-  MT/BEAVERHEAD
 QY0283  USGS QUAD   -  GRANT (1988)
 QY0283
 QY0283                         *CURRENT SURVEY CONTROL
 QY0283  ___________________________________________________________________
 QY0283* NAD 83(1992)-  45 00 25.58898(N)    113 03 53.73002(W)     ADJUSTED  
 QY0283* NAVD 88     -      1773.452  (meters)    5818.40   (feet)  ADJUSTED  
 QY0283  ___________________________________________________________________
 QY0283  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 QY0283  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 QY0283  DYNAMIC HT  -        1772.582 (meters)    5815.55  (feet)  COMP
 QY0283  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 QY0283
 QY0283  HORZ ORDER  -  THIRD
 QY0283  VERT ORDER  -  FIRST     CLASS II
 QY0283
 QY0283.The horizontal coordinates were established by classical geodetic methods
 QY0283.and adjusted by the National Geodetic Survey in July 1992..
 QY0283
 QY0283.The orthometric height was determined by differential leveling
 QY0283.and adjusted by the National Geodetic Survey in June 1991..
 QY0283
 QY0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0283
 QY0283.The geoid height was determined by GEOID03.
 QY0283
 QY0283.The dynamic height is computed by dividing the NAVD 88
 QY0283.geopotential number by the normal gravity value computed on the
 QY0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0283.degrees latitude (g = 980.6199 gals.).
 QY0283
 QY0283.The modeled gravity was interpolated from observed gravity values.
 QY0283
 QY0283;                    North         East     Units Scale Factor Converg.
 QY0283;SPC MT       -    90,548.989   319,049.921   MT  0.99999574   -2 36 27.9
 QY0283;SPC MT       -   297,076.74  1,046,751.71   iFT  0.99999574   -2 36 27.9
 QY0283;UTM  12      - 4,985,814.194   337,272.404   MT  0.99992562   -1 27 38.2
 QY0283
 QY0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0283!SPC MT       -   0.99972384  x   0.99999574  =   0.99971959
 QY0283!UTM  12      -   0.99972384  x   0.99992562  =   0.99964949
 QY0283
 QY0283:                Primary Azimuth Mark                     Grid Az
 QY0283:SPC MT       -  GRAY                                     029 14 43.8
 QY0283:UTM  12      -  GRAY                                     028 05 54.1
 QY0283
 QY0283|---------------------------------------------------------------------|
 QY0283| PID    Reference Object                     Distance      Geod. Az  |
 QY0283|                                                           dddmmss.s |
 QY0283| QY0585 GRAY                                APPROX.11.1 KM 0263815.9 |
 QY0283|---------------------------------------------------------------------|
 QY0283
 QY0283                          SUPERSEDED SURVEY CONTROL
 QY0283
 QY0283  NAD 83(1986)-  45 00 25.58725(N)    113 03 53.72923(W) AD(       ) 3
 QY0283  NAD 27      -  45 00 25.86834(N)    113 03 50.57083(W) AD(       ) 3
 QY0283  NGVD 29 (??/??/92) 1772.147  (m)         5814.12   (f) ADJ UNCH    1 2
 QY0283
 QY0283.Superseded values are not recommended for survey control.
 QY0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0283.See file dsdata.txt to determine how the superseded data were derived.
 QY0283
 QY0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ3727285814(NAD 83)
 QY0283_MARKER: DB = BENCH MARK DISK
 QY0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0283_STAMPING: 5814.125 E 45 1933
 QY0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0283+STABILITY: SURFACE MOTION
 QY0283
 QY0283  HISTORY     - Date     Condition        Report By
 QY0283  HISTORY     - 1933     MONUMENTED       CGS
 QY0283  HISTORY     - 1958     GOOD             USGS
 QY0283  HISTORY     - 1965     GOOD             USGS
 QY0283  HISTORY     - 1965     GOOD             USGS
 QY0283  HISTORY     - 19860520 MARK NOT FOUND   USGS
 QY0283
 QY0283                          STATION DESCRIPTION
 QY0283
 QY0283'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QY0283'STATION RECOVERED AS DESCRIBED, AND ESTABLISHED
 QY0283'AS TRIANGULATION STATION 1958.
 QY0283'
 QY0283'STATION MARK--STANDARD TABLET STAMPED ---E 45 1933 5814.125--- SET
 QY0283'IN THE TOP OF A CONCRETE POST.
 QY0283'
 QY0283'REFERENCE MARKS--NONE.
 QY0283
 QY0283                          STATION RECOVERY (1965)
 QY0283
 QY0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QY0283'9.8 MI W FROM ARMSTEAD.
 QY0283'AT GRANT, 200 FT S.W. OF THE NEW SCHOOLHOUSE, 35 FT W., 60 FT. N. OF A
 QY0283'RD. JCT. 1 FT. S. OF A FENCE, STD. TAB. STAMPED E 45 1933. AND SET IN
 QY0283'TOP OF CONCRETE POST.
 QY0283
 QY0283                          STATION RECOVERY (1965)
 QY0283
 QY0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QY0283'AT GRANT, 200 FEET SOUTHWEST OF THE NEW SCHOOLHOUSE, 35 FEET WEST, 60
 QY0283'FEET NORTH OF A ROAD JCT. 1 FOOT SOUTH OF A FENCE, STANDARD TAB
 QY0283'STAMPED 'E 45 1933'. AND SET IN TOP OF CONCRETE POST. NOTE: THIS MARK
 QY0283'IS PRESUMED TO BE RESET.
 QY0283
 QY0283                          STATION RECOVERY (1986)
 QY0283
 QY0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SGD)
 QY0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0251 ***********************************************************************
 RW0251  DESIGNATION -  E 451
 RW0251  PID         -  RW0251
 RW0251  STATE/COUNTY-  MT/JEFFERSON
 RW0251  USGS QUAD   -  EAST HELENA (1985)
 RW0251
 RW0251                         *CURRENT SURVEY CONTROL
 RW0251  ___________________________________________________________________
 RW0251* NAD 83(1986)-  46 32 35.     (N)    111 55 36.     (W)     SCALED    
 RW0251* NAVD 88     -      1232.260  (meters)    4042.84   (feet)  ADJUSTED  
 RW0251  ___________________________________________________________________
 RW0251  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 RW0251  DYNAMIC HT  -        1231.978 (meters)    4041.91  (feet)  COMP
 RW0251  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 RW0251
 RW0251  VERT ORDER  -  FIRST     CLASS II
 RW0251
 RW0251.The horizontal coordinates were scaled from a topographic map and have
 RW0251.an estimated accuracy of +/- 6 seconds.
 RW0251
 RW0251.The orthometric height was determined by differential leveling
 RW0251.and adjusted by the National Geodetic Survey in June 1991..
 RW0251.WARNING-Repeat measurements at this control monument indicate possible
 RW0251.vertical movement.
 RW0251
 RW0251.The geoid height was determined by GEOID03.
 RW0251
 RW0251.The dynamic height is computed by dividing the NAVD 88
 RW0251.geopotential number by the normal gravity value computed on the
 RW0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0251.degrees latitude (g = 980.6199 gals.).
 RW0251
 RW0251.The modeled gravity was interpolated from observed gravity values.
 RW0251
 RW0251;                    North         East    Units  Estimated Accuracy
 RW0251;SPC MT       -   257,690.      414,010.      MT  (+/- 180 meters Scaled)
 RW0251
 RW0251                          SUPERSEDED SURVEY CONTROL
 RW0251
 RW0251  NGVD 29 (??/??/92) 1231.194  (m)         4039.34   (f) ADJ UNCH    1 2
 RW0251
 RW0251.Superseded values are not recommended for survey control.
 RW0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0251.See file dsdata.txt to determine how the superseded data were derived.
 RW0251
 RW0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS289548(NAD 83)
 RW0251_MARKER: DB = BENCH MARK DISK
 RW0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0251_STAMPING: E 451 1936
 RW0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0251+STABILITY: SURFACE MOTION
 RW0251
 RW0251  HISTORY     - Date     Condition        Report By
 RW0251  HISTORY     - 1936     MONUMENTED       CGS
 RW0251  HISTORY     - 1962     GOOD             NGS
 RW0251  HISTORY     - 1980     MARK NOT FOUND   USGS
 RW0251
 RW0251                          STATION DESCRIPTION
 RW0251
 RW0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0251'3.05 MI S FROM EAST HELENA.
 RW0251'3.05 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE AMERICAN
 RW0251'SMELTER AND REFINING BAG BUILDING AT EAST HELENA, 81 FEET NORTHEAST OF
 RW0251'MILEPOLE 222, 40.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 RW0251'NORTHWEST TRACK, 7.8 FEET SOUTHEAST OF A FENCE, 25.7 FEET NORTHWEST OF
 RW0251'A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK, AND SET IN THE TOP
 RW0251'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 RW0251
 RW0251                          STATION RECOVERY (1980)
 RW0251
 RW0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RW0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0350 ***********************************************************************
 RX0350  DESIGNATION -  E 452
 RX0350  PID         -  RX0350
 RX0350  STATE/COUNTY-  MT/JEFFERSON
 RX0350  USGS QUAD   -  WICKES (1996)
 RX0350
 RX0350                         *CURRENT SURVEY CONTROL
 RX0350  ___________________________________________________________________
 RX0350* NAD 83(1986)-  46 21 05.     (N)    112 06 17.     (W)     SCALED    
 RX0350* NAVD 88     -      1618.367  (meters)    5309.59   (feet)  ADJUSTED  
 RX0350  ___________________________________________________________________
 RX0350  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 RX0350  DYNAMIC HT  -        1617.825 (meters)    5307.81  (feet)  COMP
 RX0350  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 RX0350
 RX0350  VERT ORDER  -  FIRST     CLASS II
 RX0350
 RX0350.The horizontal coordinates were scaled from a topographic map and have
 RX0350.an estimated accuracy of +/- 6 seconds.
 RX0350
 RX0350.The orthometric height was determined by differential leveling
 RX0350.and adjusted by the National Geodetic Survey in June 1991..
 RX0350
 RX0350.The geoid height was determined by GEOID03.
 RX0350
 RX0350.The dynamic height is computed by dividing the NAVD 88
 RX0350.geopotential number by the normal gravity value computed on the
 RX0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0350.degrees latitude (g = 980.6199 gals.).
 RX0350
 RX0350.The modeled gravity was interpolated from observed gravity values.
 RX0350
 RX0350;                    North         East    Units  Estimated Accuracy
 RX0350;SPC MT       -   236,850.      399,660.      MT  (+/- 180 meters Scaled)
 RX0350
 RX0350                          SUPERSEDED SURVEY CONTROL
 RX0350
 RX0350  NGVD 29 (??/??/92) 1617.151  (m)         5305.60   (f) ADJ UNCH    1 2
 RX0350
 RX0350.Superseded values are not recommended for survey control.
 RX0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0350.See file dsdata.txt to determine how the superseded data were derived.
 RX0350
 RX0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS150336(NAD 83)
 RX0350_MARKER: DB = BENCH MARK DISK
 RX0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0350_STAMPING: E 452 1936
 RX0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0350+STABILITY: SURFACE MOTION
 RX0350
 RX0350  HISTORY     - Date     Condition        Report By
 RX0350  HISTORY     - 1936     MONUMENTED       CGS
 RX0350  HISTORY     - 1962     GOOD             NGS
 RX0350
 RX0350                          STATION DESCRIPTION
 RX0350
 RX0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0350'3.3 MI N FROM AMAZON.
 RX0350'3.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE SECTION
 RX0350'HOUSE AND SIGN AT AMAZON, AT WICKES, 13 1/2 POLES NORTHEAST OF
 RX0350'MILEPOLE 240, AT THE NORTHEAST END OF A CUT, 45 1/2 FEET
 RX0350'EAST-NORTHEAST OF THE THIRTEENTH POLE NORTHEAST OF THE MILEPOLE, 34.0
 RX0350'FEET SOUTHEAST OF A FENCE, 21.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 RX0350'ABOUT 2 1/2 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 RX0350'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0453 ***********************************************************************
 RW0453  DESIGNATION -  E 453
 RW0453  PID         -  RW0453
 RW0453  STATE/COUNTY-  MT/BROADWATER
 RW0453  USGS QUAD   -  TOWNSEND NE (1986)
 RW0453
 RW0453                         *CURRENT SURVEY CONTROL
 RW0453  ___________________________________________________________________
 RW0453* NAD 83(1986)-  46 29 59.     (N)    111 36 58.     (W)     SCALED    
 RW0453* NAVD 88     -      1254.251  (meters)    4114.99   (feet)  ADJUSTED  
 RW0453  ___________________________________________________________________
 RW0453  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 RW0453  DYNAMIC HT  -        1253.961 (meters)    4114.04  (feet)  COMP
 RW0453  MODELED GRAV-     980,340.3   (mgal)                       NAVD 88
 RW0453
 RW0453  VERT ORDER  -  FIRST     CLASS II
 RW0453
 RW0453.The horizontal coordinates were scaled from a topographic map and have
 RW0453.an estimated accuracy of +/- 6 seconds.
 RW0453
 RW0453.The orthometric height was determined by differential leveling
 RW0453.and adjusted by the National Geodetic Survey in June 1991..
 RW0453
 RW0453.The geoid height was determined by GEOID03.
 RW0453
 RW0453.The dynamic height is computed by dividing the NAVD 88
 RW0453.geopotential number by the normal gravity value computed on the
 RW0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0453.degrees latitude (g = 980.6199 gals.).
 RW0453
 RW0453.The modeled gravity was interpolated from observed gravity values.
 RW0453
 RW0453;                    North         East    Units  Estimated Accuracy
 RW0453;SPC MT       -   252,190.      437,670.      MT  (+/- 180 meters Scaled)
 RW0453
 RW0453                          SUPERSEDED SURVEY CONTROL
 RW0453
 RW0453  NGVD 29 (??/??/92) 1253.237  (m)         4111.66   (f) ADJ UNCH    1 2
 RW0453
 RW0453.Superseded values are not recommended for survey control.
 RW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0453.See file dsdata.txt to determine how the superseded data were derived.
 RW0453
 RW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS527497(NAD 83)
 RW0453_MARKER: DB = BENCH MARK DISK
 RW0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0453_STAMPING: E 453 1936
 RW0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0453+STABILITY: SURFACE MOTION
 RW0453
 RW0453  HISTORY     - Date     Condition        Report By
 RW0453  HISTORY     - 1936     MONUMENTED       CGS
 RW0453
 RW0453                          STATION DESCRIPTION
 RW0453
 RW0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0453'3.1 MI NE FROM WINSTON.
 RW0453'3.1 MILES NORTHEAST ALONG THE WATSON ROAD FROM THE NORTHERN PACIFIC
 RW0453'RAILWAY STATION, AT WINSTON, BROADWATER COUNTY, AT THE SUMMIT OF A
 RW0453'HILL SLOPING TOWARD THE MISSOURI RIVER VALLEY, 14 FEET SOUTHWEST OF
 RW0453'THE CENTERLINE OF THE ROAD, AND AT THE RIGHT-OF-WAY FENCE.  A STANDARD
 RW0453'DISK, STAMPED E 453 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0170 ***********************************************************************
 RX0170  DESIGNATION -  E 454
 RX0170  PID         -  RX0170
 RX0170  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0170  USGS QUAD   -  HELENA (1985)
 RX0170
 RX0170                         *CURRENT SURVEY CONTROL
 RX0170  ___________________________________________________________________
 RX0170* NAD 83(1986)-  46 34 44.     (N)    112 01 14.     (W)     SCALED    
 RX0170* NAVD 88     -      1303.624  (meters)    4276.97   (feet)  ADJUSTED  
 RX0170  ___________________________________________________________________
 RX0170  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0170  DYNAMIC HT  -        1303.325 (meters)    4275.99  (feet)  COMP
 RX0170  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 RX0170
 RX0170  VERT ORDER  -  FIRST     CLASS II
 RX0170
 RX0170.The horizontal coordinates were scaled from a topographic map and have
 RX0170.an estimated accuracy of +/- 6 seconds.
 RX0170
 RX0170.The orthometric height was determined by differential leveling
 RX0170.and adjusted by the National Geodetic Survey in June 1991..
 RX0170
 RX0170.The geoid height was determined by GEOID03.
 RX0170
 RX0170.The dynamic height is computed by dividing the NAVD 88
 RX0170.geopotential number by the normal gravity value computed on the
 RX0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0170.degrees latitude (g = 980.6199 gals.).
 RX0170
 RX0170.The modeled gravity was interpolated from observed gravity values.
 RX0170
 RX0170;                    North         East    Units  Estimated Accuracy
 RX0170;SPC MT       -   261,900.      406,940.      MT  (+/- 180 meters Scaled)
 RX0170
 RX0170                          SUPERSEDED SURVEY CONTROL
 RX0170
 RX0170  NGVD 29 (??/??/92) 1302.575  (m)         4273.53   (f) ADJ UNCH    1 2
 RX0170
 RX0170.Superseded values are not recommended for survey control.
 RX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0170.See file dsdata.txt to determine how the superseded data were derived.
 RX0170
 RX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218588(NAD 83)
 RX0170_MARKER: DB = BENCH MARK DISK
 RX0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0170_STAMPING: E 454 1936
 RX0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0170+STABILITY: SURFACE MOTION
 RX0170
 RX0170  HISTORY     - Date     Condition        Report By
 RX0170  HISTORY     - 1936     MONUMENTED       CGS
 RX0170  HISTORY     - 1962     GOOD             NGS
 RX0170
 RX0170                          STATION DESCRIPTION
 RX0170
 RX0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0170'0.45 MI S FROM HELENA.
 RX0170'0.3 MILE SOUTH ALONG MONTANA AVENUE FROM THE STATE CAPITOL AT HELENA,
 RX0170'THENCE 0.15 MILE SOUTH ALONG A BLADED ROAD, 0.15 MILE SOUTH OF THE
 RX0170'JUNCTION OF MONTANA AND WINNE AVENUES, ON A SMALL FLAT KNOLL, 111 FEET
 RX0170'WEST OF THE CENTER LINE OF THE ROAD, 77.1 FEET WEST OF A FENCE, 19 1/2
 RX0170'FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD, 2.0 FEET WEST OF A
 RX0170'WITNESS POST, ABOUT 7 FEET LOWER THAN THE ROAD AND SET IN THE TOP OF A
 RX0170'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0130 ***********************************************************************
 RX0130  DESIGNATION -  E 455
 RX0130  PID         -  RX0130
 RX0130  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0130  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0130
 RX0130                         *CURRENT SURVEY CONTROL
 RX0130  ___________________________________________________________________
 RX0130* NAD 83(1986)-  46 37 40.     (N)    112 01 14.     (W)     SCALED    
 RX0130* NAVD 88     -      1158.658  (meters)    3801.36   (feet)  ADJUSTED  
 RX0130  ___________________________________________________________________
 RX0130  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RX0130  DYNAMIC HT  -        1158.425 (meters)    3800.60  (feet)  COMP
 RX0130  MODELED GRAV-     980,373.6   (mgal)                       NAVD 88
 RX0130
 RX0130  VERT ORDER  -  FIRST     CLASS II
 RX0130
 RX0130.The horizontal coordinates were scaled from a topographic map and have
 RX0130.an estimated accuracy of +/- 6 seconds.
 RX0130
 RX0130.The orthometric height was determined by differential leveling
 RX0130.and adjusted by the National Geodetic Survey in June 1991..
 RX0130
 RX0130.The geoid height was determined by GEOID03.
 RX0130
 RX0130.The dynamic height is computed by dividing the NAVD 88
 RX0130.geopotential number by the normal gravity value computed on the
 RX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0130.degrees latitude (g = 980.6199 gals.).
 RX0130
 RX0130.The modeled gravity was interpolated from observed gravity values.
 RX0130
 RX0130;                    North         East    Units  Estimated Accuracy
 RX0130;SPC MT       -   267,330.      407,120.      MT  (+/- 180 meters Scaled)
 RX0130
 RX0130                          SUPERSEDED SURVEY CONTROL
 RX0130
 RX0130  NGVD 29 (??/??/92) 1157.687  (m)         3798.18   (f) ADJ UNCH    1 2
 RX0130
 RX0130.Superseded values are not recommended for survey control.
 RX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0130.See file dsdata.txt to determine how the superseded data were derived.
 RX0130
 RX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218643(NAD 83)
 RX0130_MARKER: DB = BENCH MARK DISK
 RX0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0130_STAMPING: E 455 1936
 RX0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0130+STABILITY: SURFACE MOTION
 RX0130
 RX0130  HISTORY     - Date     Condition        Report By
 RX0130  HISTORY     - 1936     MONUMENTED       CGS
 RX0130  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0130
 RX0130                          STATION DESCRIPTION
 RX0130
 RX0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0130'2.9 MI N FROM HELENA.
 RX0130'2.9 MILES NORTH ALONG MONTANA AVENUE AND U.S. HIGHWAY 91 FROM THE
 RX0130'STATE CAPITOL AT HELENA, LEWIS AND CLARK COUNTY, 81 FEET SOUTH OF THE
 RX0130'RESURRECTION CEMETERY ENTRANCE, 30 FEET EAST OF THE CENTERLINE OF THE
 RX0130'HIGHWAY, 2 FEET WEST OF AN ORNAMENTAL FENCE, AND 7 FEET EAST OF A
 RX0130'POLE.  A STANDARD DISK, STAMPED E 455 1936 AND SET IN THE TOP OF A
 RX0130'CONCRETE POST.  NOTE-- PROBABLY DESTROYED BY FENCE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0100 ***********************************************************************
 RX0100  DESIGNATION -  E 456
 RX0100  PID         -  RX0100
 RX0100  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0100  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0100
 RX0100                         *CURRENT SURVEY CONTROL
 RX0100  ___________________________________________________________________
 RX0100* NAD 83(1986)-  46 41 35.     (N)    112 01 16.     (W)     SCALED    
 RX0100* NAVD 88     -      1138.831  (meters)    3736.31   (feet)  ADJUSTED  
 RX0100  ___________________________________________________________________
 RX0100  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0100  DYNAMIC HT  -        1138.602 (meters)    3735.56  (feet)  COMP
 RX0100  MODELED GRAV-     980,374.6   (mgal)                       NAVD 88
 RX0100
 RX0100  VERT ORDER  -  FIRST     CLASS II
 RX0100
 RX0100.The horizontal coordinates were scaled from a topographic map and have
 RX0100.an estimated accuracy of +/- 6 seconds.
 RX0100
 RX0100.The orthometric height was determined by differential leveling
 RX0100.and adjusted by the National Geodetic Survey in June 1991..
 RX0100
 RX0100.The geoid height was determined by GEOID03.
 RX0100
 RX0100.The dynamic height is computed by dividing the NAVD 88
 RX0100.geopotential number by the normal gravity value computed on the
 RX0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0100.degrees latitude (g = 980.6199 gals.).
 RX0100
 RX0100.The modeled gravity was interpolated from observed gravity values.
 RX0100
 RX0100;                    North         East    Units  Estimated Accuracy
 RX0100;SPC MT       -   274,580.      407,310.      MT  (+/- 180 meters Scaled)
 RX0100
 RX0100                          SUPERSEDED SURVEY CONTROL
 RX0100
 RX0100  NGVD 29 (??/??/92) 1137.852  (m)         3733.10   (f) ADJ UNCH    1 2
 RX0100
 RX0100.Superseded values are not recommended for survey control.
 RX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0100.See file dsdata.txt to determine how the superseded data were derived.
 RX0100
 RX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219715(NAD 83)
 RX0100_MARKER: DB = BENCH MARK DISK
 RX0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0100_STAMPING: E 456 1936
 RX0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0100+STABILITY: SURFACE MOTION
 RX0100
 RX0100  HISTORY     - Date     Condition        Report By
 RX0100  HISTORY     - 1936     MONUMENTED       CGS
 RX0100  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0100
 RX0100                          STATION DESCRIPTION
 RX0100
 RX0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0100'7.4 MI N FROM HELENA.
 RX0100'7.4 MILES NORTH ALONG MONTANA AVENUE AND U. S. HIGHWAY 91 FROM THE
 RX0100'STATE CAPITOL AT HELENA, LEWIS AND CLARK COUNTY, WEST OF THE VALLEY
 RX0100'FARM CO. CORRALS, 48 FEET NORTH OF A FARMHOUSE DRIVEWAY, AND 59 FEET
 RX0100'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 456
 RX0100'1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0093 ***********************************************************************
 RX0093  DESIGNATION -  E 457
 RX0093  PID         -  RX0093
 RX0093  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0093  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0093
 RX0093                         *CURRENT SURVEY CONTROL
 RX0093  ___________________________________________________________________
 RX0093* NAD 83(1986)-  46 44 38.     (N)    112 01 15.     (W)     SCALED    
 RX0093* NAVD 88     -      1241.843  (meters)    4074.28   (feet)  ADJUSTED  
 RX0093  ___________________________________________________________________
 RX0093  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0093  DYNAMIC HT  -        1241.600 (meters)    4073.48  (feet)  COMP
 RX0093  MODELED GRAV-     980,375.6   (mgal)                       NAVD 88
 RX0093
 RX0093  VERT ORDER  -  FIRST     CLASS II
 RX0093
 RX0093.The horizontal coordinates were scaled from a topographic map and have
 RX0093.an estimated accuracy of +/- 6 seconds.
 RX0093
 RX0093.The orthometric height was determined by differential leveling
 RX0093.and adjusted by the National Geodetic Survey in June 1991..
 RX0093
 RX0093.The geoid height was determined by GEOID03.
 RX0093
 RX0093.The dynamic height is computed by dividing the NAVD 88
 RX0093.geopotential number by the normal gravity value computed on the
 RX0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0093.degrees latitude (g = 980.6199 gals.).
 RX0093
 RX0093.The modeled gravity was interpolated from observed gravity values.
 RX0093
 RX0093;                    North         East    Units  Estimated Accuracy
 RX0093;SPC MT       -   280,220.      407,510.      MT  (+/- 180 meters Scaled)
 RX0093
 RX0093                          SUPERSEDED SURVEY CONTROL
 RX0093
 RX0093  NGVD 29 (??/??/92) 1240.819  (m)         4070.92   (f) ADJ UNCH    1 2
 RX0093
 RX0093.Superseded values are not recommended for survey control.
 RX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0093.See file dsdata.txt to determine how the superseded data were derived.
 RX0093
 RX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS220772(NAD 83)
 RX0093_MARKER: DB = BENCH MARK DISK
 RX0093_SETTING: 66 = SET IN ROCK OUTCROP
 RX0093_SP_SET: OUTCROP
 RX0093_STAMPING: E 457 1936
 RX0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0093+STABILITY: POSITION/ELEVATION WELL
 RX0093
 RX0093  HISTORY     - Date     Condition        Report By
 RX0093  HISTORY     - 1936     MONUMENTED       CGS
 RX0093  HISTORY     - 1962     GOOD             NGS
 RX0093
 RX0093                          STATION DESCRIPTION
 RX0093
 RX0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0093'10.05 MI N FROM HELENA.
 RX0093'10.05 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0093'NORTHERN PACIFIC RAILROAD AT HELENA, ON TOP OF A CUT, 91 FEET WEST OF
 RX0093'THE CENTER LINE OF THE AVENUE, 61 1/2 FEET WEST OF THE WEST EDGE OF A
 RX0093'HIGHWAY CUT, IN AN OUTCROP ON THE TOP OF A LOW RIDGE, 67.3 FEET
 RX0093'SOUTHWEST OF A WITNESS POST AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0299 ***********************************************************************
 RW0299  DESIGNATION -  E 458
 RW0299  PID         -  RW0299
 RW0299  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0299  USGS QUAD   -  EAST HELENA (1985)
 RW0299
 RW0299                         *CURRENT SURVEY CONTROL
 RW0299  ___________________________________________________________________
 RW0299* NAD 83(1986)-  46 35 14.     (N)    111 55 32.     (W)     SCALED    
 RW0299* NAVD 88     -      1188.555  (meters)    3899.45   (feet)  ADJUSTED  
 RW0299  ___________________________________________________________________
 RW0299  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RW0299  DYNAMIC HT  -        1188.295 (meters)    3898.60  (feet)  COMP
 RW0299  MODELED GRAV-     980,354.2   (mgal)                       NAVD 88
 RW0299
 RW0299  VERT ORDER  -  FIRST     CLASS II
 RW0299
 RW0299.The horizontal coordinates were scaled from a topographic map and have
 RW0299.an estimated accuracy of +/- 6 seconds.
 RW0299
 RW0299.The orthometric height was determined by differential leveling
 RW0299.and adjusted by the National Geodetic Survey in June 1991..
 RW0299
 RW0299.The geoid height was determined by GEOID03.
 RW0299
 RW0299.The dynamic height is computed by dividing the NAVD 88
 RW0299.geopotential number by the normal gravity value computed on the
 RW0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0299.degrees latitude (g = 980.6199 gals.).
 RW0299
 RW0299.The modeled gravity was interpolated from observed gravity values.
 RW0299
 RW0299;                    North         East    Units  Estimated Accuracy
 RW0299;SPC MT       -   262,590.      414,240.      MT  (+/- 180 meters Scaled)
 RW0299
 RW0299                          SUPERSEDED SURVEY CONTROL
 RW0299
 RW0299  NGVD 29 (??/??/92) 1187.508  (m)         3896.02   (f) ADJ UNCH    1 2
 RW0299
 RW0299.Superseded values are not recommended for survey control.
 RW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0299.See file dsdata.txt to determine how the superseded data were derived.
 RW0299
 RW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS290597(NAD 83)
 RW0299_MARKER: DB = BENCH MARK DISK
 RW0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0299_STAMPING: E 458 1936
 RW0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0299+STABILITY: SURFACE MOTION
 RW0299
 RW0299  HISTORY     - Date     Condition        Report By
 RW0299  HISTORY     - 1936     MONUMENTED       CGS
 RW0299  HISTORY     - 1962     GOOD             NGS
 RW0299
 RW0299                          STATION DESCRIPTION
 RW0299
 RW0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0299'IN EAST HELENA.
 RW0299'AT EAST HELENA, 0.05 MILE SOUTH ALONG EAST HELENA-MONTANA CITY ROAD
 RW0299'FROM THE NORTHERN PACIFIC RAILWAY STATION, 40 FEET EAST OF THE CENTER
 RW0299'LINE OF THE ROAD, 44.0 FEET SOUTH-SOUTHWEST OF THE SOUTH SOUTHWEST
 RW0299'RAIL OF THE NORTHERN PACIFIC RAILWAY SPUR TO THE AMERICAN SMELTING AND
 RW0299'REFINING COMPANY, 20 FEET SOUTHWEST OF A GUY POLE, 3.5 FEET EAST OF
 RW0299'THE CENTER OF THE EAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT,
 RW0299'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RW0299'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0119 ***********************************************************************
 QU0119  DESIGNATION -  E 46 RESET
 QU0119  PID         -  QU0119
 QU0119  STATE/COUNTY-  MT/POWDER RIVER
 QU0119  USGS QUAD   -  BOYES (1982)
 QU0119
 QU0119                         *CURRENT SURVEY CONTROL
 QU0119  ___________________________________________________________________
 QU0119* NAD 83(1986)-  45 18 25.     (N)    105 07 15.     (W)     SCALED    
 QU0119* NAVD 88     -       988.154  (meters)    3241.97   (feet)  ADJUSTED  
 QU0119  ___________________________________________________________________
 QU0119  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 QU0119
 QU0119  VERT ORDER  -  FIRST     CLASS II
 QU0119
 QU0119.The horizontal coordinates were scaled from a topographic map and have
 QU0119.an estimated accuracy of +/- 6 seconds.
 QU0119
 QU0119.The orthometric height was determined by differential leveling
 QU0119.and adjusted by the National Geodetic Survey in July 1998..
 QU0119
 QU0119.The geoid height was determined by GEOID03.
 QU0119
 QU0119;                    North         East    Units  Estimated Accuracy
 QU0119;SPC MT       -   127,070.      943,200.      MT  (+/- 180 meters Scaled)
 QU0119
 QU0119                          SUPERSEDED SURVEY CONTROL
 QU0119
 QU0119  NAVD 88 (03/30/06)  988.154  (m)         3241.97   (f) UNKNOWN     3 0
 QU0119
 QU0119.Superseded values are not recommended for survey control.
 QU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0119.See file dsdata.txt to determine how the superseded data were derived.
 QU0119
 QU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL905170(NAD 83)
 QU0119_MARKER: DB = BENCH MARK DISK
 QU0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0119_STAMPING: E 46 RESET 1954
 QU0119_MARK LOGO: CGS   
 QU0119_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0119+STABILITY: SURFACE MOTION
 QU0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0119+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 QU0119
 QU0119  HISTORY     - Date     Condition        Report By
 QU0119  HISTORY     - 1954     MONUMENTED       CGS
 QU0119  HISTORY     - 19950928 GOOD             NGS
 QU0119
 QU0119                          STATION DESCRIPTION
 QU0119
 QU0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QU0119'17.5 MI SE FROM BROADUS.
 QU0119'17.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 212 FROM BROADUS, POWDER
 QU0119'RIVER COUNTY, AT THE TOP OF A SMALL KNOLL, 205 FEET SOUTHEAST
 QU0119'OF A 24-INCH CULVERT, 82 FEET SOUTH OF THE CENTERLINE OF THE
 QU0119'HIGHWAY, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QU0119'DISK, STAMPED E 26 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST.
 QU0119
 QU0119                          STATION RECOVERY (1995)
 QU0119
 QU0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0119'28.4 KM (17.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 QU0119'COURTHOUSE IN BROADUS, 8.1 KM (5.05 MI) NORTHWEST OF THE POST OFFICE
 QU0119'IN BOYES, 35.5 M (116.5 FT) SOUTHEAST OF A T-FENCE CORNER, 27.4 M
 QU0119'(89.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT)
 QU0119'SOUTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QU0119'HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT
 QU0119'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  STAMPING WAS FOUND
 QU0119'TO BE E 46 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0315 ***********************************************************************
 RW0315  DESIGNATION -  E 460
 RW0315  PID         -  RW0315
 RW0315  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0315  USGS QUAD   -  EAST HELENA (1985)
 RW0315
 RW0315                         *CURRENT SURVEY CONTROL
 RW0315  ___________________________________________________________________
 RW0315* NAD 83(1986)-  46 35 46.     (N)    111 54 51.     (W)     SCALED    
 RW0315* NAVD 88     -      1177.541  (meters)    3863.32   (feet)  ADJUSTED  
 RW0315  ___________________________________________________________________
 RW0315  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 RW0315  DYNAMIC HT  -        1177.284 (meters)    3862.47  (feet)  COMP
 RW0315  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 RW0315
 RW0315  VERT ORDER  -  FIRST     CLASS II
 RW0315
 RW0315.The horizontal coordinates were scaled from a topographic map and have
 RW0315.an estimated accuracy of +/- 6 seconds.
 RW0315
 RW0315.The orthometric height was determined by differential leveling
 RW0315.and adjusted by the National Geodetic Survey in June 1991..
 RW0315
 RW0315.The geoid height was determined by GEOID03.
 RW0315
 RW0315.The dynamic height is computed by dividing the NAVD 88
 RW0315.geopotential number by the normal gravity value computed on the
 RW0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0315.degrees latitude (g = 980.6199 gals.).
 RW0315
 RW0315.The modeled gravity was interpolated from observed gravity values.
 RW0315
 RW0315;                    North         East    Units  Estimated Accuracy
 RW0315;SPC MT       -   263,550.      415,150.      MT  (+/- 180 meters Scaled)
 RW0315
 RW0315                          SUPERSEDED SURVEY CONTROL
 RW0315
 RW0315  NGVD 29 (??/??/92) 1176.494  (m)         3859.88   (f) ADJ UNCH    1 2
 RW0315
 RW0315.Superseded values are not recommended for survey control.
 RW0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0315.See file dsdata.txt to determine how the superseded data were derived.
 RW0315
 RW0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299606(NAD 83)
 RW0315_MARKER: DB = BENCH MARK DISK
 RW0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0315_STAMPING: E 460 1936
 RW0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0315+STABILITY: SURFACE MOTION
 RW0315
 RW0315  HISTORY     - Date     Condition        Report By
 RW0315  HISTORY     - 1936     MONUMENTED       CGS
 RW0315  HISTORY     - 1962     GOOD             NGS
 RW0315
 RW0315                          STATION DESCRIPTION
 RW0315
 RW0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0315'0.45 MI N FROM EAST HELENA.
 RW0315'0.45 MILE NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0315'THE GRADE SCHOOL AT EAST HELENA, ABOUT 110 YARDS NORTH AND ACROSS THE
 RW0315'ROAD FROM BENCH MARK D 460, 37 FEET EAST OF THE CENTER LINE OF THE
 RW0315'ROAD, 65 FEET EAST AND ACROSS THE ROAD FROM THE SECOND TELEPHONE POLE
 RW0315'NORTH OF BENCH MARK D 460, 36 FEET NORTH-NORHTEAST OF A POWER POLE,
 RW0315'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RW0315'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0365 ***********************************************************************
 RW0365  DESIGNATION -  E 462
 RW0365  PID         -  RW0365
 RW0365  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0365  USGS QUAD   -  HAUSER LAKE (1972)
 RW0365
 RW0365                         *CURRENT SURVEY CONTROL
 RW0365  ___________________________________________________________________
 RW0365* NAD 83(1986)-  46 39 32.     (N)    111 51 41.     (W)     SCALED    
 RW0365* NAVD 88     -      1163.832  (meters)    3818.34   (feet)  ADJUSTED  
 RW0365  ___________________________________________________________________
 RW0365  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RW0365  DYNAMIC HT  -        1163.600 (meters)    3817.58  (feet)  COMP
 RW0365  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 RW0365
 RW0365  VERT ORDER  -  FIRST     CLASS II
 RW0365
 RW0365.The horizontal coordinates were scaled from a topographic map and have
 RW0365.an estimated accuracy of +/- 6 seconds.
 RW0365
 RW0365.The orthometric height was determined by differential leveling
 RW0365.and adjusted by the National Geodetic Survey in June 1991..
 RW0365.WARNING-Repeat measurements at this control monument indicate possible
 RW0365.vertical movement.
 RW0365
 RW0365.The geoid height was determined by GEOID03.
 RW0365
 RW0365.The dynamic height is computed by dividing the NAVD 88
 RW0365.geopotential number by the normal gravity value computed on the
 RW0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0365.degrees latitude (g = 980.6199 gals.).
 RW0365
 RW0365.The modeled gravity was interpolated from observed gravity values.
 RW0365
 RW0365;                    North         East    Units  Estimated Accuracy
 RW0365;SPC MT       -   270,400.      419,400.      MT  (+/- 180 meters Scaled)
 RW0365
 RW0365                          SUPERSEDED SURVEY CONTROL
 RW0365
 RW0365  NGVD 29 (??/??/92) 1162.806  (m)         3814.97   (f) ADJ UNCH    1 2
 RW0365
 RW0365.Superseded values are not recommended for survey control.
 RW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0365.See file dsdata.txt to determine how the superseded data were derived.
 RW0365
 RW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS340676(NAD 83)
 RW0365_MARKER: DB = BENCH MARK DISK
 RW0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0365_STAMPING: E 462 1936
 RW0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0365+STABILITY: SURFACE MOTION
 RW0365
 RW0365  HISTORY     - Date     Condition        Report By
 RW0365  HISTORY     - 1936     MONUMENTED       CGS
 RW0365  HISTORY     - 1962     GOOD             NGS
 RW0365  HISTORY     - 1972     MARK NOT FOUND   USGS
 RW0365
 RW0365                          STATION DESCRIPTION
 RW0365
 RW0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0365'6.0 MI NE FROM EAST HELENA.
 RW0365'2.15 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0365'THE GRADE SCHOOL AT EAST HELENA, THENCE 1.9 MILES NORTHEAST ALONG A
 RW0365'POWER LINE, THENCE 1.95 MILES NORTHEAST ALONG THE YORK ROAD, 34 FEET
 RW0365'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT NORTHWEST OF A
 RW0365'FENCE, 0.9 FOOT NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RW0365'ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 RW0365
 RW0365                          STATION RECOVERY (1972)
 RW0365
 RW0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RW0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0394 ***********************************************************************
 RW0394  DESIGNATION -  E 463
 RW0394  PID         -  RW0394
 RW0394  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0394  USGS QUAD   -  HAUSER LAKE (1972)
 RW0394
 RW0394                         *CURRENT SURVEY CONTROL
 RW0394  ___________________________________________________________________
 RW0394* NAD 83(1986)-  46 41 40.     (N)    111 48 55.     (W)     SCALED    
 RW0394* NAVD 88     -      1121.147  (meters)    3678.30   (feet)  POSTED    
 RW0394  ___________________________________________________________________
 RW0394  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 RW0394  DYNAMIC HT  -        1120.940 (meters)    3677.62  (feet)  COMP
 RW0394  MODELED GRAV-     980,394.3   (mgal)                       NAVD 88
 RW0394
 RW0394  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 RW0394
 RW0394.The horizontal coordinates were scaled from a topographic map and have
 RW0394.an estimated accuracy of +/- 6 seconds.
 RW0394
 RW0394.The orthometric height was determined by differential leveling
 RW0394.and adjusted by the National Geodetic Survey in 1992..
 RW0394.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 RW0394.rate greater than 8.0 mm/km.
 RW0394
 RW0394.The geoid height was determined by GEOID03.
 RW0394
 RW0394.The dynamic height is computed by dividing the NAVD 88
 RW0394.geopotential number by the normal gravity value computed on the
 RW0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0394.degrees latitude (g = 980.6199 gals.).
 RW0394
 RW0394.The modeled gravity was interpolated from observed gravity values.
 RW0394
 RW0394;                    North         East    Units  Estimated Accuracy
 RW0394;SPC MT       -   274,250.      423,040.      MT  (+/- 180 meters Scaled)
 RW0394
 RW0394                          SUPERSEDED SURVEY CONTROL
 RW0394
 RW0394  NGVD 29 (??/??/92) 1120.14   (m)         3675.0    (f) COMPUTED    1 2
 RW0394
 RW0394.Superseded values are not recommended for survey control.
 RW0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0394.See file dsdata.txt to determine how the superseded data were derived.
 RW0394
 RW0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS376715(NAD 83)
 RW0394_MARKER: DB = BENCH MARK DISK
 RW0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0394_STAMPING: E 463 1936
 RW0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0394+STABILITY: SURFACE MOTION
 RW0394
 RW0394  HISTORY     - Date     Condition        Report By
 RW0394  HISTORY     - 1936     MONUMENTED       CGS
 RW0394  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0394
 RW0394                          STATION DESCRIPTION
 RW0394
 RW0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0394'5.8 MI SW FROM YORK.
 RW0394'5.8 MILES SOUTHWEST ALONG THE EAST HELENA ROAD FROM YORK, LEWIS AND
 RW0394'CLARK COUNTY, 2.2 MILES SOUTHWEST OF THE BRIDGE OVER MISSOURI RIVER,
 RW0394'21 FEET WEST OF A TRAIL LEADING NORTH THROUGH A RAVINE, ABOUT 70 YARDS
 RW0394'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND NEAR A ROCK MOUND AND A
 RW0394'4- BY 4-INCH WHITE WOODEN POST LETTERED U.S.B.M. IN BLACK.  A STANDARD
 RW0394'DISK, STAMPED E 463 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0207 ***********************************************************************
 RX0207  DESIGNATION -  E 465
 RX0207  PID         -  RX0207
 RX0207  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0207  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0207
 RX0207                         *CURRENT SURVEY CONTROL
 RX0207  ___________________________________________________________________
 RX0207* NAD 83(1986)-  46 38 43.     (N)    112 04 32.     (W)     SCALED    
 RX0207* NAVD 88     -      1211.101  (meters)    3973.42   (feet)  ADJUSTED  
 RX0207  ___________________________________________________________________
 RX0207  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0207  DYNAMIC HT  -        1210.842 (meters)    3972.57  (feet)  COMP
 RX0207  MODELED GRAV-     980,359.1   (mgal)                       NAVD 88
 RX0207
 RX0207  VERT ORDER  -  FIRST     CLASS II
 RX0207
 RX0207.The horizontal coordinates were scaled from a topographic map and have
 RX0207.an estimated accuracy of +/- 6 seconds.
 RX0207
 RX0207.The orthometric height was determined by differential leveling
 RX0207.and adjusted by the National Geodetic Survey in June 1991..
 RX0207
 RX0207.The geoid height was determined by GEOID03.
 RX0207
 RX0207.The dynamic height is computed by dividing the NAVD 88
 RX0207.geopotential number by the normal gravity value computed on the
 RX0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0207.degrees latitude (g = 980.6199 gals.).
 RX0207
 RX0207.The modeled gravity was interpolated from observed gravity values.
 RX0207
 RX0207;                    North         East    Units  Estimated Accuracy
 RX0207;SPC MT       -   269,410.      402,970.      MT  (+/- 180 meters Scaled)
 RX0207
 RX0207                          SUPERSEDED SURVEY CONTROL
 RX0207
 RX0207  NGVD 29 (??/??/92) 1210.063  (m)         3970.01   (f) ADJ UNCH    1 2
 RX0207
 RX0207.Superseded values are not recommended for survey control.
 RX0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0207.See file dsdata.txt to determine how the superseded data were derived.
 RX0207
 RX0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS176663(NAD 83)
 RX0207_MARKER: DB = BENCH MARK DISK
 RX0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0207_STAMPING: E 465 1936
 RX0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0207+STABILITY: SURFACE MOTION
 RX0207
 RX0207  HISTORY     - Date     Condition        Report By
 RX0207  HISTORY     - 1936     MONUMENTED       CGS
 RX0207  HISTORY     - 1962     GOOD             NGS
 RX0207
 RX0207                          STATION DESCRIPTION
 RX0207
 RX0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0207'3.05 MI NW FROM HELENA.
 RX0207'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0207'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 1.05 MILES WEST ALONG A
 RX0207'COUNTY ROAD, ABOUT 140 YARDS WEST OF BENCH MARK D 465, 32 FEET SOUTH
 RX0207'OF THE CENTER LINE OF THE ROAD, 56 FEET SOUTH OF AND ACROSS THE ROAD
 RX0207'FROM A FENCE, 4 1/2 FEET EAST OF A SMALL MOUND OF ROCK, ABOUT LEVEL
 RX0207'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 RX0207'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0231 ***********************************************************************
 RX0231  DESIGNATION -  E 466
 RX0231  PID         -  RX0231
 RX0231  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0231  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0231
 RX0231                         *CURRENT SURVEY CONTROL
 RX0231  ___________________________________________________________________
 RX0231* NAD 83(1986)-  46 37 49.     (N)    112 05 47.     (W)     SCALED    
 RX0231* NAVD 88     -      1206.970  (meters)    3959.87   (feet)  ADJUSTED  
 RX0231  ___________________________________________________________________
 RX0231  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0231  DYNAMIC HT  -        1206.709 (meters)    3959.01  (feet)  COMP
 RX0231  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 RX0231
 RX0231  VERT ORDER  -  FIRST     CLASS II
 RX0231
 RX0231.The horizontal coordinates were scaled from a topographic map and have
 RX0231.an estimated accuracy of +/- 6 seconds.
 RX0231
 RX0231.The orthometric height was determined by differential leveling
 RX0231.and adjusted by the National Geodetic Survey in June 1991..
 RX0231
 RX0231.The geoid height was determined by GEOID03.
 RX0231
 RX0231.The dynamic height is computed by dividing the NAVD 88
 RX0231.geopotential number by the normal gravity value computed on the
 RX0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0231.degrees latitude (g = 980.6199 gals.).
 RX0231
 RX0231.The modeled gravity was interpolated from observed gravity values.
 RX0231
 RX0231;                    North         East    Units  Estimated Accuracy
 RX0231;SPC MT       -   267,790.      401,320.      MT  (+/- 180 meters Scaled)
 RX0231
 RX0231                          SUPERSEDED SURVEY CONTROL
 RX0231
 RX0231  NGVD 29 (??/??/92) 1205.926  (m)         3956.44   (f) ADJ UNCH    1 2
 RX0231
 RX0231.Superseded values are not recommended for survey control.
 RX0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0231.See file dsdata.txt to determine how the superseded data were derived.
 RX0231
 RX0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS160646(NAD 83)
 RX0231_MARKER: DB = BENCH MARK DISK
 RX0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0231_STAMPING: E 466 1936
 RX0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0231+STABILITY: SURFACE MOTION
 RX0231
 RX0231  HISTORY     - Date     Condition        Report By
 RX0231  HISTORY     - 1936     MONUMENTED       CGS
 RX0231  HISTORY     - 1962     GOOD             NGS
 RX0231
 RX0231                          STATION DESCRIPTION
 RX0231
 RX0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0231'IN FORT HARRISON.
 RX0231'AT FORT HARRISON, 0.1 MILE WEST OF THE NORTHEAST CORNER BOUNDARY FENCE
 RX0231'OF RESERVATION, 0.1 MILE WEST OF THE JUNCTION OF THE HELENA-MARYSVILLE
 RX0231'ROAD, 0.2 MILE WEST OF BENCH MARK C 466, 29 FEET SOUTH OF THE CENTER
 RX0231'LINE OF A COUNTY ROAD, 114 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 RX0231'THE WEST ONE OF 2 POLES SUPPORTING TRANSFORMERS, 28 FEET EAST OF THE
 RX0231'EAST END OF A GATE, 1.7 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE
 RX0231'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0255 ***********************************************************************
 RX0255  DESIGNATION -  E 467
 RX0255  PID         -  RX0255
 RX0255  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0255  USGS QUAD   -  HELENA (1985)
 RX0255
 RX0255                         *CURRENT SURVEY CONTROL
 RX0255  ___________________________________________________________________
 RX0255* NAD 83(1986)-  46 36 56.     (N)    112 06 12.     (W)     SCALED    
 RX0255* NAVD 88     -      1224.564  (meters)    4017.59   (feet)  ADJUSTED  
 RX0255  ___________________________________________________________________
 RX0255  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 RX0255  DYNAMIC HT  -        1224.291 (meters)    4016.69  (feet)  COMP
 RX0255  MODELED GRAV-     980,348.8   (mgal)                       NAVD 88
 RX0255
 RX0255  VERT ORDER  -  FIRST     CLASS II
 RX0255
 RX0255.The horizontal coordinates were scaled from a topographic map and have
 RX0255.an estimated accuracy of +/- 6 seconds.
 RX0255
 RX0255.The orthometric height was determined by differential leveling
 RX0255.and adjusted by the National Geodetic Survey in June 1991..
 RX0255
 RX0255.The geoid height was determined by GEOID03.
 RX0255
 RX0255.The dynamic height is computed by dividing the NAVD 88
 RX0255.geopotential number by the normal gravity value computed on the
 RX0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0255.degrees latitude (g = 980.6199 gals.).
 RX0255
 RX0255.The modeled gravity was interpolated from observed gravity values.
 RX0255
 RX0255;                    North         East    Units  Estimated Accuracy
 RX0255;SPC MT       -   266,180.      400,740.      MT  (+/- 180 meters Scaled)
 RX0255
 RX0255                          SUPERSEDED SURVEY CONTROL
 RX0255
 RX0255  NGVD 29 (??/??/92) 1223.512  (m)         4014.14   (f) ADJ UNCH    1 2
 RX0255
 RX0255.Superseded values are not recommended for survey control.
 RX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0255.See file dsdata.txt to determine how the superseded data were derived.
 RX0255
 RX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS155630(NAD 83)
 RX0255_MARKER: DB = BENCH MARK DISK
 RX0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0255_STAMPING: E 467 1936
 RX0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0255+STABILITY: SURFACE MOTION
 RX0255
 RX0255  HISTORY     - Date     Condition        Report By
 RX0255  HISTORY     - 1936     MONUMENTED       CGS
 RX0255  HISTORY     - 1962     GOOD             NGS
 RX0255
 RX0255                          STATION DESCRIPTION
 RX0255
 RX0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0255'IN FORT HARRISON.
 RX0255'AT FORT HARRISON, 0.5 MILE WEST OF THE MAIN ENTRANCE, 330 YARDS EAST
 RX0255'ACROSS COUNTRY FROM BENCH MARK D 467, 220 YARDS SOUTH OF BENCH MARK Z
 RX0255'467, 126 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD,
 RX0255'81 FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHWEST CORNER OF A BRICK SIX
 RX0255'CAR GARAGE BUILDING NUMBER 146, ABOUT 63 FEET SOUTH-SOUTHEAST OF A
 RX0255'DIP, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A GRANITE POST
 RX0255'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0011 ***********************************************************************
 RX0011  DESIGNATION -  E 468
 RX0011  PID         -  RX0011
 RX0011  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0011  USGS QUAD   -  HELENA (1985)
 RX0011
 RX0011                         *CURRENT SURVEY CONTROL
 RX0011  ___________________________________________________________________
 RX0011* NAD 83(1986)-  46 36 26.     (N)    112 02 51.     (W)     SCALED    
 RX0011* NAVD 88     -      1201.017  (meters)    3940.34   (feet)  ADJUSTED  
 RX0011  ___________________________________________________________________
 RX0011  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0011  DYNAMIC HT  -        1200.773 (meters)    3939.54  (feet)  COMP
 RX0011  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 RX0011
 RX0011  VERT ORDER  -  FIRST     CLASS II
 RX0011
 RX0011.The horizontal coordinates were scaled from a topographic map and have
 RX0011.an estimated accuracy of +/- 6 seconds.
 RX0011
 RX0011.The orthometric height was determined by differential leveling
 RX0011.and adjusted by the National Geodetic Survey in June 1991..
 RX0011
 RX0011.The geoid height was determined by GEOID03.
 RX0011
 RX0011.The dynamic height is computed by dividing the NAVD 88
 RX0011.geopotential number by the normal gravity value computed on the
 RX0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0011.degrees latitude (g = 980.6199 gals.).
 RX0011
 RX0011.The modeled gravity was interpolated from observed gravity values.
 RX0011
 RX0011;                    North         East    Units  Estimated Accuracy
 RX0011;SPC MT       -   265,110.      404,980.      MT  (+/- 180 meters Scaled)
 RX0011
 RX0011                          SUPERSEDED SURVEY CONTROL
 RX0011
 RX0011  NGVD 29 (??/??/92) 1199.994  (m)         3936.98   (f) ADJ UNCH    1 2
 RX0011
 RX0011.Superseded values are not recommended for survey control.
 RX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0011.See file dsdata.txt to determine how the superseded data were derived.
 RX0011
 RX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS197620(NAD 83)
 RX0011_MARKER: DB = BENCH MARK DISK
 RX0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0011_STAMPING: E 468 1936
 RX0011_PROJECTION: FLUSH
 RX0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0011+STABILITY: SURFACE MOTION
 RX0011
 RX0011  HISTORY     - Date     Condition        Report By
 RX0011  HISTORY     - 1936     MONUMENTED       CGS
 RX0011  HISTORY     - 1962     GOOD             NGS
 RX0011  HISTORY     - 1979     GOOD             NGS
 RX0011  HISTORY     - 1982     GOOD             NGS
 RX0011
 RX0011                          STATION DESCRIPTION
 RX0011
 RX0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0011'0.25 MI WNW FROM HELENA.
 RX0011'0.25 MILE WEST-NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0011'CROSSING OF BENTON AVENUE AT HELENA, 24 1/2 FEET SOUTH-SOUTHEAST OF
 RX0011'THE EIGHTH POLE WEST-NORTHWEST OF MILEPOLE 213, 6 POLES WEST-NORTHWEST
 RX0011'OF BENCH MARK F 468, 47.8 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 1.3
 RX0011'FEET NORTH-NORTHEAST OF A FENCE, 1.3 FEET SOUTH-SOUTHWEST OF A WITNESS
 RX0011'POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RX0011'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 RX0011
 RX0011                          STATION RECOVERY (1979)
 RX0011
 RX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0011'0.25 MILE WEST-NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0011'CROSSING OF BENTON AVENUE IN HELENA, 214.6 FEET EAST OF THE NORTHEAST
 RX0011'CORNER OF A FENCE, 77.7 FEET EAST-SOUTHEAST OF A RAILROAD SIGN (W X),
 RX0011'AND 47.7 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL.
 RX0011'THE MARK IS 1.4 FT  SSW FROM A WITNESS POST.
 RX0011'THE MARK IS 4 FT BELOW THE TRACKS.
 RX0011
 RX0011                          STATION RECOVERY (1982)
 RX0011
 RX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RX0011'0.8 KM (0.5 MI) NORTH ALONG BENTON AVE FROM THE INTERSECTION OF
 RX0011'LYNNDALE ST AT CARROL COLLEGE IN HELENA THENCE 0.40 KM (0.25 MI) WEST
 RX0011'ALONG THE ABANDONED RAILROAD BED TO THE MARK ON THE RIGHT 16.1 M (53
 RX0011'FT) SOUTH OF THE CENTER OF THE RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1000 ***********************************************************************
 RX1000  DESIGNATION -  E 468 RESET
 RX1000  PID         -  RX1000
 RX1000  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX1000  USGS QUAD   -  HELENA (1985)
 RX1000
 RX1000                         *CURRENT SURVEY CONTROL
 RX1000  ___________________________________________________________________
 RX1000* NAD 83(1986)-  46 36 26.     (N)    112 02 51.     (W)     SCALED    
 RX1000* NAVD 88     -      1200.70   (meters)    3939.3    (feet)  RESET     
 RX1000  ___________________________________________________________________
 RX1000  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX1000
 RX1000  VERT ORDER  -  THIRD
 RX1000
 RX1000.The horizontal coordinates were scaled from a topographic map and have
 RX1000.an estimated accuracy of +/- 6 seconds.
 RX1000
 RX1000.The orthometric height was computed from unverified reset data.
 RX1000.No vertical observational check was made to the station.
 RX1000
 RX1000.The geoid height was determined by GEOID03.
 RX1000
 RX1000;                    North         East    Units  Estimated Accuracy
 RX1000;SPC MT       -   265,110.      404,980.      MT  (+/- 180 meters Scaled)
 RX1000
 RX1000                          SUPERSEDED SURVEY CONTROL
 RX1000
 RX1000  NGVD 29 (03/30/06) 1199.68   (m)         3936.0    (f) RESET       3  
 RX1000
 RX1000.Superseded values are not recommended for survey control.
 RX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1000.See file dsdata.txt to determine how the superseded data were derived.
 RX1000
 RX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS197620(NAD 83)
 RX1000_MARKER: DV = VERTICAL CONTROL DISK
 RX1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX1000_SP_SET: CONCRETE POST
 RX1000_STAMPING: E 468 RESET 1982
 RX1000_MARK LOGO: NGS   
 RX1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX1000+STABILITY: SURFACE MOTION
 RX1000
 RX1000  HISTORY     - Date     Condition        Report By
 RX1000  HISTORY     - 1982     MONUMENTED       NGS
 RX1000
 RX1000                          STATION DESCRIPTION
 RX1000
 RX1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RX1000'0.8 KM (0.50 MI) NORTH ALONG BENTON AVENUE FROM THE INTERSECTION WITH
 RX1000'LYNN DALE STREET AT CARROL COLLEGE IN HELENA, THENCE 0.48 KM
 RX1000'(0.30 MI) WEST ALONG THE ABANDONDED RAILROAD BED TO THE NORTHEAST
 RX1000'CORNER OF A PARK AND THE MARK, 12.8 KM (7.95 MI) SOUTH OF THE CENTER
 RX1000'OF THE RAILROAD BED, 3 M (9.8 FT) SOUTH OF THE FENCE CORNER, 0.3 M
 RX1000'(1.0 FT) EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0088 ***********************************************************************
 QW0088  DESIGNATION -  E 47
 QW0088  PID         -  QW0088
 QW0088  STATE/COUNTY-  MT/CARBON
 QW0088  USGS QUAD   -  WARREN (1969)
 QW0088
 QW0088                         *CURRENT SURVEY CONTROL
 QW0088  ___________________________________________________________________
 QW0088* NAD 83(1986)-  45 05 33.     (N)    108 43 09.     (W)     SCALED    
 QW0088* NAVD 88     -      1325.343  (meters)    4348.23   (feet)  ADJUSTED  
 QW0088  ___________________________________________________________________
 QW0088  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 QW0088  DYNAMIC HT  -        1324.838 (meters)    4346.57  (feet)  COMP
 QW0088  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 QW0088
 QW0088  VERT ORDER  -  FIRST     CLASS II
 QW0088
 QW0088.The horizontal coordinates were scaled from a topographic map and have
 QW0088.an estimated accuracy of +/- 6 seconds.
 QW0088
 QW0088.The orthometric height was determined by differential leveling
 QW0088.and adjusted by the National Geodetic Survey in June 1991..
 QW0088
 QW0088.The geoid height was determined by GEOID03.
 QW0088
 QW0088.The dynamic height is computed by dividing the NAVD 88
 QW0088.geopotential number by the normal gravity value computed on the
 QW0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0088.degrees latitude (g = 980.6199 gals.).
 QW0088
 QW0088.The modeled gravity was interpolated from observed gravity values.
 QW0088
 QW0088;                    North         East    Units  Estimated Accuracy
 QW0088;SPC MT       -    93,950.      661,460.      MT  (+/- 180 meters Scaled)
 QW0088
 QW0088                          SUPERSEDED SURVEY CONTROL
 QW0088
 QW0088  NGVD 29 (06/08/92) 1324.445  (m)         4345.28   (f) ADJUSTED    1 2
 QW0088
 QW0088.Superseded values are not recommended for survey control.
 QW0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0088.See file dsdata.txt to determine how the superseded data were derived.
 QW0088
 QW0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ794957(NAD 83)
 QW0088_MARKER: DB = BENCH MARK DISK
 QW0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0088_SP_SET: CULVERT
 QW0088_STAMPING: E 47 1933
 QW0088_MARK LOGO: CGS   
 QW0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0088
 QW0088  HISTORY     - Date     Condition        Report By
 QW0088  HISTORY     - 1933     MONUMENTED       CGS
 QW0088  HISTORY     - 1969     GOOD             USGS
 QW0088  HISTORY     - 1982     GOOD             NGS
 QW0088
 QW0088                          STATION DESCRIPTION
 QW0088
 QW0088'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QW0088'2.0 MI N FROM WARREN.
 QW0088'2.0 MILES NORTH AND 3.0 MILES WEST OF WARREN, TO REACH THE MARK FROM
 QW0088'THE INTERSECTIONOF U.S. 310 AND THE PRYOR MOUNTAIN ROAD IN WARREN HEAD
 QW0088'NORTH ON U.S. 310 3.7 MILES TO A 48 IN. CULVERT UNDER HIGHWAY. MARK IS
 QW0088'WEST OF HIGHWAY IN THE NORTHEAST CORNER OF THE EAST HEADWALL OF
 QW0088'CULVERT 469.32 UNDER RAILROAD.
 QW0088
 QW0088                          STATION RECOVERY (1982)
 QW0088
 QW0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0088'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  46.2 KM (28.7
 QW0088'MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 QW0088'NEVADA STREET IN LOVELL, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 8, IN
 QW0088'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A BOX
 QW0088'CULVERT UNDER THE BURLINGTON NORTHERN RAILROAD, 41.2 METERS (135.2 FT)
 QW0088'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 7.7 METERS (25.3 FT)
 QW0088'NORTHEAST OF THE NEAR RAIL.
 QW0088'THE MARK IS 1.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0334 ***********************************************************************
 TN0334  DESIGNATION -  E 470
 TN0334  PID         -  TN0334
 TN0334  STATE/COUNTY-  MT/LINCOLN
 TN0334  USGS QUAD   -  TROY (1983)
 TN0334
 TN0334                         *CURRENT SURVEY CONTROL
 TN0334  ___________________________________________________________________
 TN0334* NAD 83(1986)-  48 28 46.     (N)    115 54 08.     (W)     SCALED    
 TN0334* NAVD 88     -       612.409  (meters)    2009.21   (feet)  ADJUSTED  
 TN0334  ___________________________________________________________________
 TN0334  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0334  DYNAMIC HT  -         612.461 (meters)    2009.38  (feet)  COMP
 TN0334  MODELED GRAV-     980,677.0   (mgal)                       NAVD 88
 TN0334
 TN0334  VERT ORDER  -  FIRST     CLASS II
 TN0334
 TN0334.The horizontal coordinates were scaled from a topographic map and have
 TN0334.an estimated accuracy of +/- 6 seconds.
 TN0334
 TN0334.The orthometric height was determined by differential leveling
 TN0334.and adjusted by the National Geodetic Survey in June 1991..
 TN0334
 TN0334.The geoid height was determined by GEOID03.
 TN0334
 TN0334.The dynamic height is computed by dividing the NAVD 88
 TN0334.geopotential number by the normal gravity value computed on the
 TN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0334.degrees latitude (g = 980.6199 gals.).
 TN0334
 TN0334.The modeled gravity was interpolated from observed gravity values.
 TN0334
 TN0334;                    North         East    Units  Estimated Accuracy
 TN0334;SPC MT       -   489,320.      127,330.      MT  (+/- 180 meters Scaled)
 TN0334
 TN0334                          SUPERSEDED SURVEY CONTROL
 TN0334
 TN0334  NGVD 29 (??/??/92)  611.239  (m)         2005.37   (f) ADJ UNCH    1 2
 TN0334
 TN0334.Superseded values are not recommended for survey control.
 TN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0334.See file dsdata.txt to determine how the superseded data were derived.
 TN0334
 TN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP811701(NAD 83)
 TN0334_MARKER: DB = BENCH MARK DISK
 TN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0334_STAMPING: E 470 1944
 TN0334_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0334+STABILITY: SURFACE MOTION
 TN0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0334+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 TN0334
 TN0334  HISTORY     - Date     Condition        Report By
 TN0334  HISTORY     - 1944     MONUMENTED       CGS
 TN0334  HISTORY     - 1971     MARK NOT FOUND   BPR
 TN0334  HISTORY     - 1980     GOOD             NGS
 TN0334  HISTORY     - 20021107 GOOD             BPA
 TN0334
 TN0334                          STATION DESCRIPTION
 TN0334
 TN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TN0334'IN TROY.
 TN0334'AT TROY AIRPORT, LINCOLN COUNTY, ON THE NORTHEAST SIDE OF THE AIRPORT,
 TN0334'69 FEET SOUTHEAST OF THE LANDING-STRIP BOUNDARY MARKERS, 2.4 FEET
 TN0334'SOUTHWEST OF THE FENCE, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 TN0334'POST.  AN IRON BENCH-MARK DISK, STAMPED E 470 1944 AND SET IN THE TOP
 TN0334'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 TN0334
 TN0334                          STATION RECOVERY (1971)
 TN0334
 TN0334'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0334'MARK NOT FOUND.
 TN0334
 TN0334                          STATION RECOVERY (1980)
 TN0334
 TN0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0334'1.8 KILOMETERS (1.1 MILE) NORTHWEST ALONG US HIGHWAY 2 FROM THE HIGH
 TN0334'SCHOOL, IN TROY, THENCE 0.2 KILOMETER (0.1 MILE) NORTHEAST ACROSS
 TN0334'THE RUNWAY AT THE TROY AIRPORT TO A BARBED WIRE FENCELINE, 61.0
 TN0334'METERS (200 FEET) NORTHEAST OF THE NORTHEAST OF EDGE OF THE RUNWAY,
 TN0334'36.9 METERS (121 FEET) NORTH OF THE NORTHWEST END OF AN ORANGE WOODEN
 TN0334'RUNWAY BOUNDARY MARKER, 11.0 METERS (36.0 FEET) NORTHWEST OF THED
 TN0334'EXTENDED CENTERLINE OF THE TAXIWAY, 0.8 METER (2.6 FEET) SOUTHWEST
 TN0334'OF THE FENCELINE.
 TN0334'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 TN0334
 TN0334                          STATION RECOVERY (2002)
 TN0334
 TN0334'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 2002 (MSS)
 TN0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0572 ***********************************************************************
 SU0572  DESIGNATION -  E 471
 SU0572  PID         -  SU0572
 SU0572  STATE/COUNTY-  MT/SANDERS
 SU0572  USGS QUAD   -  TROUT CREEK (1983)
 SU0572
 SU0572                         *CURRENT SURVEY CONTROL
 SU0572  ___________________________________________________________________
 SU0572* NAD 83(1986)-  47 50 48.     (N)    115 36 54.     (W)     SCALED    
 SU0572* NAVD 88     -       719.269  (meters)    2359.80   (feet)  ADJUSTED  
 SU0572  ___________________________________________________________________
 SU0572  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 SU0572  DYNAMIC HT  -         719.278 (meters)    2359.83  (feet)  COMP
 SU0572  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 SU0572
 SU0572  VERT ORDER  -  FIRST     CLASS II
 SU0572
 SU0572.The horizontal coordinates were scaled from a topographic map and have
 SU0572.an estimated accuracy of +/- 6 seconds.
 SU0572
 SU0572.The orthometric height was determined by differential leveling
 SU0572.and adjusted by the National Geodetic Survey in June 1991..
 SU0572.WARNING-Repeat measurements at this control monument indicate possible
 SU0572.vertical movement.
 SU0572
 SU0572.The geoid height was determined by GEOID03.
 SU0572
 SU0572.The dynamic height is computed by dividing the NAVD 88
 SU0572.geopotential number by the normal gravity value computed on the
 SU0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0572.degrees latitude (g = 980.6199 gals.).
 SU0572
 SU0572.The modeled gravity was interpolated from observed gravity values.
 SU0572
 SU0572;                    North         East    Units  Estimated Accuracy
 SU0572;SPC MT       -   417,500.      143,010.      MT  (+/- 180 meters Scaled)
 SU0572
 SU0572                          SUPERSEDED SURVEY CONTROL
 SU0572
 SU0572  NGVD 29 (??/??/92)  718.100  (m)         2355.97   (f) ADJ UNCH    1 2
 SU0572
 SU0572.Superseded values are not recommended for survey control.
 SU0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0572.See file dsdata.txt to determine how the superseded data were derived.
 SU0572
 SU0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP036001(NAD 83)
 SU0572_MARKER: DB = BENCH MARK DISK
 SU0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0572_SP_SET: ABUTMENT
 SU0572_STAMPING: E 471 1944
 SU0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0572
 SU0572  HISTORY     - Date     Condition        Report By
 SU0572  HISTORY     - 1944     MONUMENTED       CGS
 SU0572  HISTORY     - 1959     GOOD             NGS
 SU0572
 SU0572                          STATION DESCRIPTION
 SU0572
 SU0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0572'1.0 MI NW FROM TROUT CREEK.
 SU0572'1.0 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SU0572'AT TROUT CREEK, SANDERS COUNTY, 315 FEET NORTHWEST OF MILEPOST 55, 276
 SU0572'FEET NORTHWEST OF A ROAD CROSSING, AT STEEL BRIDGE NO. 55 OVER A SMALL
 SU0572'GORGE, IN THE TOP OF THE NORTHEAST CORNER OF THE SOUTHEAST ABUTMENT,
 SU0572'4.4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2.3 FEET NORTHWEST OF
 SU0572'THE WOODEN RAILING.  AN IRON BENCH MARK DISK, STAMPED E 471 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0342 ***********************************************************************
 SU0342  DESIGNATION -  E 472
 SU0342  PID         -  SU0342
 SU0342  STATE/COUNTY-  MT/SANDERS
 SU0342  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0342
 SU0342                         *CURRENT SURVEY CONTROL
 SU0342  ___________________________________________________________________
 SU0342* NAD 83(1986)-  47 35 35.     (N)    115 20 18.     (W)     SCALED    
 SU0342* NAVD 88     -       738.578  (meters)    2423.15   (feet)  ADJUSTED  
 SU0342  ___________________________________________________________________
 SU0342  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 SU0342  DYNAMIC HT  -         738.553 (meters)    2423.07  (feet)  COMP
 SU0342  MODELED GRAV-     980,554.8   (mgal)                       NAVD 88
 SU0342
 SU0342  VERT ORDER  -  FIRST     CLASS II
 SU0342
 SU0342.The horizontal coordinates were scaled from a topographic map and have
 SU0342.an estimated accuracy of +/- 6 seconds.
 SU0342
 SU0342.The orthometric height was determined by differential leveling
 SU0342.and adjusted by the National Geodetic Survey in June 1991..
 SU0342
 SU0342.The geoid height was determined by GEOID03.
 SU0342
 SU0342.The dynamic height is computed by dividing the NAVD 88
 SU0342.geopotential number by the normal gravity value computed on the
 SU0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0342.degrees latitude (g = 980.6199 gals.).
 SU0342
 SU0342.The modeled gravity was interpolated from observed gravity values.
 SU0342
 SU0342;                    North         East    Units  Estimated Accuracy
 SU0342;SPC MT       -   387,820.      161,550.      MT  (+/- 180 meters Scaled)
 SU0342
 SU0342                          SUPERSEDED SURVEY CONTROL
 SU0342
 SU0342  NGVD 29 (??/??/92)  737.428  (m)         2419.38   (f) ADJ UNCH    1 2
 SU0342
 SU0342.Superseded values are not recommended for survey control.
 SU0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0342.See file dsdata.txt to determine how the superseded data were derived.
 SU0342
 SU0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN249724(NAD 83)
 SU0342_MARKER: DB = BENCH MARK DISK
 SU0342_SETTING: 80 = SET IN A BOULDER
 SU0342_SP_SET: BOULDER
 SU0342_STAMPING: E 472 1944
 SU0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0342+STABILITY: SURFACE MOTION
 SU0342
 SU0342  HISTORY     - Date     Condition        Report By
 SU0342  HISTORY     - 1944     MONUMENTED       CGS
 SU0342  HISTORY     - 1980     GOOD             NGS
 SU0342
 SU0342                          STATION DESCRIPTION
 SU0342
 SU0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0342'0.5 MI SE FROM THOMPSON FALLS.
 SU0342'0.5 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0342'THOMPSON FALLS, SANDERS COUNTY, 200 FEET WEST OF MILEPOST 31, 89 FEET
 SU0342'SOUTH OF THE SOUTH RAIL, 60 FEET NORTH OF THE CENTERLINE OF U. S.
 SU0342'HIGHWAY 10 A, 15.3 FEET SOUTH OF A FENCE, AND IN THE TOP OF A LARGE
 SU0342'BOULDER.  AN IRON BENCH-MARK DISK, STAMPED E 472 1944.
 SU0342
 SU0342                          STATION RECOVERY (1980)
 SU0342
 SU0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0221 ***********************************************************************
 SU0221  DESIGNATION -  E 473
 SU0221  PID         -  SU0221
 SU0221  STATE/COUNTY-  MT/SANDERS
 SU0221  USGS QUAD   -  PARADISE (1984)
 SU0221
 SU0221                         *CURRENT SURVEY CONTROL
 SU0221  ___________________________________________________________________
 SU0221* NAD 83(1986)-  47 23 24.     (N)    114 48 15.     (W)     SCALED    
 SU0221* NAVD 88     -       759.926  (meters)    2493.19   (feet)  ADJUSTED  
 SU0221  ___________________________________________________________________
 SU0221  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 SU0221  DYNAMIC HT  -         759.894 (meters)    2493.09  (feet)  COMP
 SU0221  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 SU0221
 SU0221  VERT ORDER  -  FIRST     CLASS II
 SU0221
 SU0221.The horizontal coordinates were scaled from a topographic map and have
 SU0221.an estimated accuracy of +/- 6 seconds.
 SU0221
 SU0221.The orthometric height was determined by differential leveling
 SU0221.and adjusted by the National Geodetic Survey in June 1991..
 SU0221
 SU0221.The geoid height was determined by GEOID03.
 SU0221
 SU0221.The dynamic height is computed by dividing the NAVD 88
 SU0221.geopotential number by the normal gravity value computed on the
 SU0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0221.degrees latitude (g = 980.6199 gals.).
 SU0221
 SU0221.The modeled gravity was interpolated from observed gravity values.
 SU0221
 SU0221;                    North         East    Units  Estimated Accuracy
 SU0221;SPC MT       -   362,460.      200,070.      MT  (+/- 180 meters Scaled)
 SU0221
 SU0221                          SUPERSEDED SURVEY CONTROL
 SU0221
 SU0221  NGVD 29 (??/??/92)  758.796  (m)         2489.48   (f) ADJ UNCH    1 2
 SU0221
 SU0221.Superseded values are not recommended for survey control.
 SU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0221.See file dsdata.txt to determine how the superseded data were derived.
 SU0221
 SU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN657508(NAD 83)
 SU0221_MARKER: DB = BENCH MARK DISK
 SU0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0221_SP_SET: WALL
 SU0221_STAMPING: E 473 1944
 SU0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0221
 SU0221  HISTORY     - Date     Condition        Report By
 SU0221  HISTORY     - 1944     MONUMENTED       CGS
 SU0221  HISTORY     - 1950     GOOD             NGS
 SU0221  HISTORY     - 1980     GOOD             NGS
 SU0221  HISTORY     - 1982     GOOD             NGS
 SU0221
 SU0221                          STATION DESCRIPTION
 SU0221
 SU0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SU0221'IN PARADISE.
 SU0221'AT PARADISE, AT THE NORTHERN PACIFIC RAILWAY STATION, SET VERTICALLY
 SU0221'IN THE APPROXIMATE CENTER OF THE SOUTHWEST BRICK WALL OF THE TELEGRAPH
 SU0221'OFFICE ROOM, 15 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1.9 FEET
 SU0221'ABOVE THE CONCRETE SIDEWALK.
 SU0221
 SU0221                          STATION RECOVERY (1980)
 SU0221
 SU0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0221'RECOVERED IN GOOD CONDITION.
 SU0221
 SU0221                          STATION RECOVERY (1982)
 SU0221
 SU0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SU0221'AT PARADISE SET VERTICALLY IN THE SOUTHWEST WALL OF THE
 SU0221'BURLINGTON-NORTHERN RAILROAD STATION. 4.57 M (15 FT) NORTHEAST OF THE
 SU0221'NORTHEAST RAIL AND 0.61 M (2 FT) ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0400 ***********************************************************************
 SU0400  DESIGNATION -  E 474
 SU0400  PID         -  SU0400
 SU0400  STATE/COUNTY-  MT/MINERAL
 SU0400  USGS QUAD   -  WILSON GULCH (1988)
 SU0400
 SU0400                         *CURRENT SURVEY CONTROL
 SU0400  ___________________________________________________________________
 SU0400* NAD 83(1986)-  47 13 52.     (N)    115 02 28.     (W)     SCALED    
 SU0400* NAVD 88     -       812.970  (meters)    2667.22   (feet)  ADJUSTED  
 SU0400  ___________________________________________________________________
 SU0400  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 SU0400  DYNAMIC HT  -         812.894 (meters)    2666.97  (feet)  COMP
 SU0400  MODELED GRAV-     980,493.9   (mgal)                       NAVD 88
 SU0400
 SU0400  VERT ORDER  -  FIRST     CLASS II
 SU0400
 SU0400.The horizontal coordinates were scaled from a topographic map and have
 SU0400.an estimated accuracy of +/- 6 seconds.
 SU0400
 SU0400.The orthometric height was determined by differential leveling
 SU0400.and adjusted by the National Geodetic Survey in June 1991..
 SU0400
 SU0400.The geoid height was determined by GEOID03.
 SU0400
 SU0400.The dynamic height is computed by dividing the NAVD 88
 SU0400.geopotential number by the normal gravity value computed on the
 SU0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0400.degrees latitude (g = 980.6199 gals.).
 SU0400
 SU0400.The modeled gravity was interpolated from observed gravity values.
 SU0400
 SU0400;                    North         East    Units  Estimated Accuracy
 SU0400;SPC MT       -   346,080.      180,990.      MT  (+/- 180 meters Scaled)
 SU0400
 SU0400                          SUPERSEDED SURVEY CONTROL
 SU0400
 SU0400  NGVD 29 (??/??/92)  811.830  (m)         2663.48   (f) ADJ UNCH    1 2
 SU0400
 SU0400.Superseded values are not recommended for survey control.
 SU0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0400.See file dsdata.txt to determine how the superseded data were derived.
 SU0400
 SU0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN482327(NAD 83)
 SU0400_MARKER: DB = BENCH MARK DISK
 SU0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0400_STAMPING: E 474 1944
 SU0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0400+STABILITY: SURFACE MOTION
 SU0400
 SU0400  HISTORY     - Date     Condition        Report By
 SU0400  HISTORY     - 1944     MONUMENTED       CGS
 SU0400  HISTORY     - 1956     GOOD             NGS
 SU0400  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0400
 SU0400                          STATION DESCRIPTION
 SU0400
 SU0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0400'5.3 MI SE FROM ST REGIS.
 SU0400'5.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0400'STATION AT ST. REGIS, SET AT MILEPOST NO. 192, 65 FEET WEST-SOUTHWEST
 SU0400'OF THE MILEPOST, 50 FEET EAST-SOUTHEAST OF SEMIPHORE TOWER NO. 1921,
 SU0400'29 FEET NORTH OF CENTER-LINE OF ROAD PARALLELING TRACK, 16.8 FEET
 SU0400'SOUTH OF SOUTH RAIL OF TRACK, 11.8 FEET NORTH OF THE FENCE, 2.2 FEET
 SU0400'WEST OF REFERENCE POST.  IRON BENCH MARK DISK SET IN TOP OF A CONCRETE
 SU0400'PRECAST POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND AND ABOUT 4
 SU0400'FEET BELOW TRACK LEVEL.
 SU0400
 SU0400                          STATION RECOVERY (1956)
 SU0400
 SU0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SU0400'RECOVERED IN GOOD CONDITION.
 SU0400
 SU0400                          STATION RECOVERY (1982)
 SU0400
 SU0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0179 ***********************************************************************
 SU0179  DESIGNATION -  E 475
 SU0179  PID         -  SU0179
 SU0179  STATE/COUNTY-  MT/MINERAL
 SU0179  USGS QUAD   -  LOZEAU (1985)
 SU0179
 SU0179                         *CURRENT SURVEY CONTROL
 SU0179  ___________________________________________________________________
 SU0179* NAD 83(1986)-  47 01 50.     (N)    114 45 17.     (W)     SCALED    
 SU0179* NAVD 88     -       885.493  (meters)    2905.16   (feet)  ADJUSTED  
 SU0179  ___________________________________________________________________
 SU0179  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SU0179  DYNAMIC HT  -         885.379 (meters)    2904.78  (feet)  COMP
 SU0179  MODELED GRAV-     980,456.0   (mgal)                       NAVD 88
 SU0179
 SU0179  VERT ORDER  -  FIRST     CLASS II
 SU0179
 SU0179.The horizontal coordinates were scaled from a topographic map and have
 SU0179.an estimated accuracy of +/- 6 seconds.
 SU0179
 SU0179.The orthometric height was determined by differential leveling
 SU0179.and adjusted by the National Geodetic Survey in June 1991..
 SU0179
 SU0179.The geoid height was determined by GEOID03.
 SU0179
 SU0179.The dynamic height is computed by dividing the NAVD 88
 SU0179.geopotential number by the normal gravity value computed on the
 SU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0179.degrees latitude (g = 980.6199 gals.).
 SU0179
 SU0179.The modeled gravity was interpolated from observed gravity values.
 SU0179
 SU0179;                    North         East    Units  Estimated Accuracy
 SU0179;SPC MT       -   322,360.      201,120.      MT  (+/- 180 meters Scaled)
 SU0179
 SU0179                          SUPERSEDED SURVEY CONTROL
 SU0179
 SU0179  NGVD 29 (??/??/92)  884.362  (m)         2901.44   (f) ADJ UNCH    1 2
 SU0179
 SU0179.Superseded values are not recommended for survey control.
 SU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0179.See file dsdata.txt to determine how the superseded data were derived.
 SU0179
 SU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN705110(NAD 83)
 SU0179_MARKER: DB = BENCH MARK DISK
 SU0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0179_SP_SET: ABUTMENT
 SU0179_STAMPING: E 475 1944
 SU0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0179
 SU0179  HISTORY     - Date     Condition        Report By
 SU0179  HISTORY     - 1944     MONUMENTED       CGS
 SU0179  HISTORY     - 1956     GOOD             NGS
 SU0179
 SU0179                          STATION DESCRIPTION
 SU0179
 SU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0179'1.9 MI N FROM RIVULET.
 SU0179'1.9 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SU0179'AT RIVULET, SET IN THE NORTHWEST END OF THE NORTH CONCRETE ABUTMENT OF
 SU0179'A STEEL BRIDGE, 48 FEET SOUTH OF THE SOUTH END OF A ROCK CUT, 6.4 FEET
 SU0179'WEST OF THE WEST RAIL OF TRACK, 2.4 FEET BELOW TRACK LEVEL. IRON BENCH
 SU0179'MARK DISK.
 SU0179
 SU0179                          STATION RECOVERY (1956)
 SU0179
 SU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SU0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0678 ***********************************************************************
 RX0678  DESIGNATION -  E 476
 RX0678  PID         -  RX0678
 RX0678  STATE/COUNTY-  MT/MISSOULA
 RX0678  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0678
 RX0678                         *CURRENT SURVEY CONTROL
 RX0678  ___________________________________________________________________
 RX0678* NAD 83(1986)-  46 52 19.     (N)    113 59 32.     (W)     SCALED    
 RX0678* NAVD 88     -       978.062  (meters)    3208.86   (feet)  ADJUSTED  
 RX0678  ___________________________________________________________________
 RX0678  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 RX0678  DYNAMIC HT  -         977.917 (meters)    3208.38  (feet)  COMP
 RX0678  MODELED GRAV-     980,432.7   (mgal)                       NAVD 88
 RX0678  OBS GRAVITY -     980,431.3   (mgal)                       GRAV_OBS
 RX0678
 RX0678  VERT ORDER  -  FIRST     CLASS II
 RX0678
 RX0678.The horizontal coordinates were scaled from a topographic map and have
 RX0678.an estimated accuracy of +/- 6 seconds.
 RX0678
 RX0678.The orthometric height was determined by differential leveling
 RX0678.and adjusted by the National Geodetic Survey in June 1991..
 RX0678
 RX0678.The geoid height was determined by GEOID03.
 RX0678
 RX0678.The dynamic height is computed by dividing the NAVD 88
 RX0678.geopotential number by the normal gravity value computed on the
 RX0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0678.degrees latitude (g = 980.6199 gals.).
 RX0678
 RX0678.The modeled gravity was interpolated from observed gravity values.
 RX0678.The observed gravity was obtained from relative gravimeter ties
 RX0678.to the IGSN71 gravity network.
 RX0678
 RX0678;                    North         East    Units  Estimated Accuracy
 RX0678;SPC MT       -   301,160.      257,920.      MT  (+/- 180 meters Scaled)
 RX0678
 RX0678                          SUPERSEDED SURVEY CONTROL
 RX0678
 RX0678  NGVD 29 (??/??/92)  976.990  (m)         3205.34   (f) ADJ UNCH    1 2
 RX0678
 RX0678.Superseded values are not recommended for survey control.
 RX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0678.See file dsdata.txt to determine how the superseded data were derived.
 RX0678
 RX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS719952(NAD 83)
 RX0678_MARKER: DB = BENCH MARK DISK
 RX0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0678_SP_SET: FOUNDATION
 RX0678_STAMPING: E 476 1944
 RX0678_MARK LOGO: NGS   
 RX0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0678+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2002
 RX0678
 RX0678  HISTORY     - Date     Condition        Report By
 RX0678  HISTORY     - 1944     MONUMENTED       CGS
 RX0678  HISTORY     - 1979     GOOD             NGS
 RX0678  HISTORY     - 1980     GOOD             NGS
 RX0678  HISTORY     - 20020611 GOOD             INDIV
 RX0678
 RX0678                          STATION DESCRIPTION
 RX0678
 RX0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RX0678'IN MISSOULA.
 RX0678'AT MISSOULA, MISSOULA COUNTY, AT THE NORTHEAST QUARTER OF THE
 RX0678'INTERSECTION OF BROADWAY AND PATTEE STREET, AT THE POST OFFICE, 19.5
 RX0678'FEET SOUTH OF THE CENTER OF THE WEST ENTRANCE, 4 FEET NORTH OF THE
 RX0678'SOUTHWEST CORNER OF THE BUILDING, IN THE WEST FACE OF THE GRANITE
 RX0678'FOUNDATION, AND 2.9 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED E
 RX0678'476 1944 AND SET VERTICALLY.
 RX0678
 RX0678                          STATION RECOVERY (1979)
 RX0678
 RX0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0678'RECOVERED IN GOOD CONDITION.
 RX0678
 RX0678                          STATION RECOVERY (1980)
 RX0678
 RX0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0678'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
 RX0678
 RX0678                          STATION RECOVERY (2002)
 RX0678
 RX0678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JSM)
 RX0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0005 ***********************************************************************
 QZ0005  DESIGNATION -  E 477
 QZ0005  PID         -  QZ0005
 QZ0005  STATE/COUNTY-  MT/RAVALLI
 QZ0005  USGS QUAD   -  BURNT RIDGE (1964)
 QZ0005
 QZ0005                         *CURRENT SURVEY CONTROL
 QZ0005  ___________________________________________________________________
 QZ0005* NAD 83(1986)-  45 54 40.     (N)    114 09 35.     (W)     SCALED    
 QZ0005* NAVD 88     -      1250.440  (meters)    4102.49   (feet)  ADJUSTED  
 QZ0005  ___________________________________________________________________
 QZ0005  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 QZ0005  DYNAMIC HT  -        1250.037 (meters)    4101.16  (feet)  COMP
 QZ0005  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 QZ0005
 QZ0005  VERT ORDER  -  FIRST     CLASS II
 QZ0005
 QZ0005.The horizontal coordinates were scaled from a topographic map and have
 QZ0005.an estimated accuracy of +/- 6 seconds.
 QZ0005
 QZ0005.The orthometric height was determined by differential leveling
 QZ0005.and adjusted by the National Geodetic Survey in June 1991..
 QZ0005
 QZ0005.The geoid height was determined by GEOID03.
 QZ0005
 QZ0005.The dynamic height is computed by dividing the NAVD 88
 QZ0005.geopotential number by the normal gravity value computed on the
 QZ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0005.degrees latitude (g = 980.6199 gals.).
 QZ0005
 QZ0005.The modeled gravity was interpolated from observed gravity values.
 QZ0005
 QZ0005;                    North         East    Units  Estimated Accuracy
 QZ0005;SPC MT       -   195,350.      238,830.      MT  (+/- 180 meters Scaled)
 QZ0005
 QZ0005                          SUPERSEDED SURVEY CONTROL
 QZ0005
 QZ0005  NGVD 29 (??/??/??) 1249.20   (m)         4098.4    (f) RESET       3  
 QZ0005
 QZ0005.Superseded values are not recommended for survey control.
 QZ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0005.See file dsdata.txt to determine how the superseded data were derived.
 QZ0005
 QZ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL202880(NAD 83)
 QZ0005_MARKER: DB = BENCH MARK DISK
 QZ0005_SETTING: 80 = SET IN A BOULDER
 QZ0005_SP_SET: BOULDER
 QZ0005_STAMPING: E 477 1945
 QZ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0005+STABILITY: SURFACE MOTION
 QZ0005
 QZ0005  HISTORY     - Date     Condition        Report By
 QZ0005  HISTORY     - 1945     MONUMENTED       CGS
 QZ0005
 QZ0005                          STATION DESCRIPTION
 QZ0005
 QZ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0005'2.5 MI SW FROM CONNER.
 QZ0005'ALONG CONNER - GRANGEVILLE ROAD, 2.5 MILES SOUTHWEST OF THE POST
 QZ0005'OFFICE AT CONNER, ON OUTSIDE OF A LONG CURVE, 0.3 MILE SOUTHWEST OF A
 QZ0005'LARGE BARN AND RANCH HOUSE, ABOUT 300 FEET SOUTHWEST OF A LOG CABIN,
 QZ0005'30.0 FEET NORTH OF R E A - CO - OP POLE NO. 11/123, 19.5 FEET
 QZ0005'SOUTHEAST OF CENTERLINE OF ROAD, SET IN TOP OF LARGE LONE BOULDER
 QZ0005'ABOUT 3 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0006 ***********************************************************************
 QZ0006  DESIGNATION -  E 477 RESET
 QZ0006  PID         -  QZ0006
 QZ0006  STATE/COUNTY-  MT/RAVALLI
 QZ0006  USGS QUAD   -  BURNT RIDGE (1964)
 QZ0006
 QZ0006                         *CURRENT SURVEY CONTROL
 QZ0006  ___________________________________________________________________
 QZ0006* NAD 83(1986)-  45 54 40.     (N)    114 09 35.     (W)     SCALED    
 QZ0006* NAVD 88     -      1250.37   (meters)    4102.3    (feet)  RESET     
 QZ0006  ___________________________________________________________________
 QZ0006  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 QZ0006
 QZ0006  VERT ORDER  -  THIRD
 QZ0006
 QZ0006.The horizontal coordinates were scaled from a topographic map and have
 QZ0006.an estimated accuracy of +/- 6 seconds.
 QZ0006
 QZ0006.The orthometric height was computed from unverified reset data.
 QZ0006.No vertical observational check was made to the station.
 QZ0006
 QZ0006.The geoid height was determined by GEOID03.
 QZ0006
 QZ0006;                    North         East    Units  Estimated Accuracy
 QZ0006;SPC MT       -   195,350.      238,830.      MT  (+/- 180 meters Scaled)
 QZ0006
 QZ0006                          SUPERSEDED SURVEY CONTROL
 QZ0006
 QZ0006.No superseded survey control is available for this station.
 QZ0006
 QZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL202880(NAD 83)
 QZ0006_MARKER: DB = BENCH MARK DISK
 QZ0006_SETTING: 80 = SET IN A BOULDER
 QZ0006_SP_SET: BOULDER
 QZ0006_STAMPING: E 477 RESET 1947
 QZ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0006+STABILITY: SURFACE MOTION
 QZ0006
 QZ0006  HISTORY     - Date     Condition        Report By
 QZ0006  HISTORY     - 1947     MONUMENTED       MTDH
 QZ0006  HISTORY     - 1964     GOOD             USGS
 QZ0006
 QZ0006                          STATION DESCRIPTION
 QZ0006
 QZ0006'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QZ0006'2.6 MI SW FROM CONNER.
 QZ0006'2.6 MILES SOUTHWEST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST
 QZ0006'OFFICE AT CONNER, RAVALLI COUNTY, 102 FEET NORTH OF RE-CO-OP POLE NO.
 QZ0006'11/123, 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF
 QZ0006'A LARGE LONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0038 ***********************************************************************
 TN0038  DESIGNATION -  E 479
 TN0038  PID         -  TN0038
 TN0038  STATE/COUNTY-  MT/FLATHEAD
 TN0038  USGS QUAD   -  POLEBRIDGE (1994)
 TN0038
 TN0038                         *CURRENT SURVEY CONTROL
 TN0038  ___________________________________________________________________
 TN0038* NAD 83(1986)-  48 50 21.     (N)    114 21 20.     (W)     SCALED    
 TN0038* NAVD 88     -      1135.666  (meters)    3725.93   (feet)  ADJUSTED  
 TN0038  ___________________________________________________________________
 TN0038  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TN0038  DYNAMIC HT  -        1135.653 (meters)    3725.89  (feet)  COMP
 TN0038  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 TN0038
 TN0038  VERT ORDER  -  FIRST     CLASS II
 TN0038
 TN0038.The horizontal coordinates were scaled from a topographic map and have
 TN0038.an estimated accuracy of +/- 6 seconds.
 TN0038
 TN0038.The orthometric height was determined by differential leveling
 TN0038.and adjusted by the National Geodetic Survey in June 1991..
 TN0038
 TN0038.The geoid height was determined by GEOID03.
 TN0038
 TN0038.The dynamic height is computed by dividing the NAVD 88
 TN0038.geopotential number by the normal gravity value computed on the
 TN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0038.degrees latitude (g = 980.6199 gals.).
 TN0038
 TN0038.The modeled gravity was interpolated from observed gravity values.
 TN0038
 TN0038;                    North         East    Units  Estimated Accuracy
 TN0038;SPC MT       -   521,030.      243,830.      MT  (+/- 180 meters Scaled)
 TN0038
 TN0038                          SUPERSEDED SURVEY CONTROL
 TN0038
 TN0038  NGVD 29 (??/??/92) 1134.452  (m)         3721.95   (f) ADJ UNCH    1 2
 TN0038
 TN0038.Superseded values are not recommended for survey control.
 TN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0038.See file dsdata.txt to determine how the superseded data were derived.
 TN0038
 TN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ940129(NAD 83)
 TN0038_MARKER: DB = BENCH MARK DISK
 TN0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0038_STAMPING: E 479 1946
 TN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0038+STABILITY: SURFACE MOTION
 TN0038
 TN0038  HISTORY     - Date     Condition        Report By
 TN0038  HISTORY     - 1946     MONUMENTED       CGS
 TN0038
 TN0038                          STATION DESCRIPTION
 TN0038
 TN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0038'6.4 MI SE FROM TRAILCREEK.
 TN0038'6.4 MILES SOUTHEAST ALONG THE NORTH FORK ROAD FROM THE POST OFFICE AT
 TN0038'TRAILCREEK, 7.7 MILES NORTHWEST ALONG THE NORTH FORK ROAD FROM THE
 TN0038'POST OFFICE AT POLEBRIDGE, 365.0 FEET SOUTH OF A WOODEN BRIDGE OVER
 TN0038'MOOSE CREEK, AT THE SOUTH END OF A CUT, IN LINE WITH TELEPHONE POLES,
 TN0038'36.0 FEET EAST OF CENTERLINE OF THE ROAD, 72.0 FEET NORTH OF A
 TN0038'TELEPHONE POLE, 2.3 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 TN0038'ROAD, AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0567 ***********************************************************************
 SR0567  DESIGNATION -  E 48
 SR0567  PID         -  SR0567
 SR0567  STATE/COUNTY-  MT/JUDITH BASIN
 SR0567  USGS QUAD   -  KOLIN (1970)
 SR0567
 SR0567                         *CURRENT SURVEY CONTROL
 SR0567  ___________________________________________________________________
 SR0567* NAD 83(1986)-  47 04 12.     (N)    109 50 56.     (W)     SCALED    
 SR0567* NAVD 88     -      1243.440  (meters)    4079.52   (feet)  ADJUSTED  
 SR0567  ___________________________________________________________________
 SR0567  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 SR0567  DYNAMIC HT  -        1243.268 (meters)    4078.96  (feet)  COMP
 SR0567  MODELED GRAV-     980,431.4   (mgal)                       NAVD 88
 SR0567
 SR0567  VERT ORDER  -  FIRST     CLASS II
 SR0567
 SR0567.The horizontal coordinates were scaled from a topographic map and have
 SR0567.an estimated accuracy of +/- 6 seconds.
 SR0567
 SR0567.The orthometric height was determined by differential leveling
 SR0567.and adjusted by the National Geodetic Survey in June 1991..
 SR0567
 SR0567.The geoid height was determined by GEOID03.
 SR0567
 SR0567.The dynamic height is computed by dividing the NAVD 88
 SR0567.geopotential number by the normal gravity value computed on the
 SR0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0567.degrees latitude (g = 980.6199 gals.).
 SR0567
 SR0567.The modeled gravity was interpolated from observed gravity values.
 SR0567
 SR0567;                    North         East    Units  Estimated Accuracy
 SR0567;SPC MT       -   313,410.      573,520.      MT  (+/- 180 meters Scaled)
 SR0567
 SR0567                          SUPERSEDED SURVEY CONTROL
 SR0567
 SR0567  NGVD 29 (??/??/92) 1242.518  (m)         4076.49   (f) ADJ UNCH    1 2
 SR0567
 SR0567.Superseded values are not recommended for survey control.
 SR0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0567.See file dsdata.txt to determine how the superseded data were derived.
 SR0567
 SR0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT873135(NAD 83)
 SR0567_MARKER: DB = BENCH MARK DISK
 SR0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0567_STAMPING: E 48 1933 4077.653
 SR0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0567+STABILITY: SURFACE MOTION
 SR0567
 SR0567  HISTORY     - Date     Condition        Report By
 SR0567  HISTORY     - 1933     MONUMENTED       CGS
 SR0567  HISTORY     - 1961     GOOD             NGS
 SR0567
 SR0567                          STATION DESCRIPTION
 SR0567
 SR0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0567'2.8 MI NE FROM MOCCASIN.
 SR0567'ABOUT 2.8 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0567'STATION AT MOCCASIN, OR 4.5 MILES SOUTHWEST ALONG THE GREAT NORTHERN
 SR0567'RAILWAY FROM THE STATION AT KOLIN, IN SECTION 8, T 15 N, R 15 E, 6
 SR0567'POLES SOUTHWEST OF MILEPOST 3, 46 FEET NORTHWEST OF AND ACROSS A ROAD
 SR0567'FROM THE NORTHWEST RAIL, 59 FEET WEST OF THE CENTER OF A ROAD
 SR0567'CROSSING, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET
 SR0567'SOUTHWEST OF A TELEPHONE POLE, 1.1 FEET NORTH OF A METAL WITNESS POST,
 SR0567'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 SR0567'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0011 ***********************************************************************
 TN0011  DESIGNATION -  E 480
 TN0011  PID         -  TN0011
 TN0011  STATE/COUNTY-  MT/FLATHEAD
 TN0011  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0011
 TN0011                         *CURRENT SURVEY CONTROL
 TN0011  ___________________________________________________________________
 TN0011* NAD 83(1986)-  48 35 21.     (N)    114 09 49.     (W)     SCALED    
 TN0011* NAVD 88     -      1033.735  (meters)    3391.51   (feet)  ADJUSTED  
 TN0011  ___________________________________________________________________
 TN0011  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TN0011  DYNAMIC HT  -        1033.736 (meters)    3391.52  (feet)  COMP
 TN0011  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 TN0011
 TN0011  VERT ORDER  -  FIRST     CLASS II
 TN0011
 TN0011.The horizontal coordinates were scaled from a topographic map and have
 TN0011.an estimated accuracy of +/- 6 seconds.
 TN0011
 TN0011.The orthometric height was determined by differential leveling
 TN0011.and adjusted by the National Geodetic Survey in June 1991..
 TN0011
 TN0011.The geoid height was determined by GEOID03.
 TN0011
 TN0011.The dynamic height is computed by dividing the NAVD 88
 TN0011.geopotential number by the normal gravity value computed on the
 TN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0011.degrees latitude (g = 980.6199 gals.).
 TN0011
 TN0011.The modeled gravity was interpolated from observed gravity values.
 TN0011
 TN0011;                    North         East    Units  Estimated Accuracy
 TN0011;SPC MT       -   492,420.      256,240.      MT  (+/- 180 meters Scaled)
 TN0011
 TN0011                          SUPERSEDED SURVEY CONTROL
 TN0011
 TN0011  NGVD 29 (??/??/92) 1032.561  (m)         3387.66   (f) ADJ UNCH    1 2
 TN0011
 TN0011.Superseded values are not recommended for survey control.
 TN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0011.See file dsdata.txt to determine how the superseded data were derived.
 TN0011
 TN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP091856(NAD 83)
 TN0011_MARKER: DB = BENCH MARK DISK
 TN0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0011_STAMPING: E 480 1946
 TN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0011+STABILITY: SURFACE MOTION
 TN0011
 TN0011  HISTORY     - Date     Condition        Report By
 TN0011  HISTORY     - 1946     MONUMENTED       CGS
 TN0011
 TN0011                          STATION DESCRIPTION
 TN0011
 TN0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0011'19.2 MI N FROM COLUMBIA FALLS.
 TN0011'19.2 MILES NORTH ALONG THE NORTH FORK ROAD FROM THE GREAT NORTHERN
 TN0011'RAILWAY STATION AT COLUMBIA FALLS, 1.0 MILE SOUTH OF THE BIG CREEK
 TN0011'RANGER STATION, 0.4 MILE NORTHWEST OF DEER CREEK TRAIL NO. 49, IN LINE
 TN0011'AND ABOUT MIDWAY BETWEEN TWO TELEPHONE POLES, 46.0 FEET SOUTHWEST OF
 TN0011'CENTERLINE OF THE ROAD, 120.0 FEET WEST OF THE SOUTHWEST END OF A 12
 TN0011'INCH GALVANIZED CULVERT, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT
 TN0011'LEVEL WITH THE ROAD, AND PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0225 ***********************************************************************
 TN0225  DESIGNATION -  E 481
 TN0225  PID         -  TN0225
 TN0225  STATE/COUNTY-  MT/FLATHEAD
 TN0225  USGS QUAD   -  OLNEY (1994)
 TN0225
 TN0225                         *CURRENT SURVEY CONTROL
 TN0225  ___________________________________________________________________
 TN0225* NAD 83(1986)-  48 34 01.     (N)    114 36 11.     (W)     SCALED    
 TN0225* NAVD 88     -       974.722  (meters)    3197.90   (feet)  ADJUSTED  
 TN0225  ___________________________________________________________________
 TN0225  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 TN0225  DYNAMIC HT  -         974.722 (meters)    3197.90  (feet)  COMP
 TN0225  MODELED GRAV-     980,578.9   (mgal)                       NAVD 88
 TN0225
 TN0225  VERT ORDER  -  FIRST     CLASS II
 TN0225
 TN0225.The horizontal coordinates were scaled from a topographic map and have
 TN0225.an estimated accuracy of +/- 6 seconds.
 TN0225
 TN0225.The orthometric height was determined by differential leveling
 TN0225.and adjusted by the National Geodetic Survey in June 1991..
 TN0225
 TN0225.The geoid height was determined by GEOID03.
 TN0225
 TN0225.The dynamic height is computed by dividing the NAVD 88
 TN0225.geopotential number by the normal gravity value computed on the
 TN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0225.degrees latitude (g = 980.6199 gals.).
 TN0225
 TN0225.The modeled gravity was interpolated from observed gravity values.
 TN0225
 TN0225;                    North         East    Units  Estimated Accuracy
 TN0225;SPC MT       -   491,980.      223,730.      MT  (+/- 180 meters Scaled)
 TN0225
 TN0225                          SUPERSEDED SURVEY CONTROL
 TN0225
 TN0225  NGVD 29 (??/??/92)  973.482  (m)         3193.83   (f) ADJ UNCH    1 2
 TN0225
 TN0225.Superseded values are not recommended for survey control.
 TN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0225.See file dsdata.txt to determine how the superseded data were derived.
 TN0225
 TN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP768820(NAD 83)
 TN0225_MARKER: DB = BENCH MARK DISK
 TN0225_SETTING: 66 = SET IN ROCK OUTCROP
 TN0225_SP_SET: BEDROCK
 TN0225_STAMPING: E 481 1946
 TN0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0225+STABILITY: POSITION/ELEVATION WELL
 TN0225
 TN0225  HISTORY     - Date     Condition        Report By
 TN0225  HISTORY     - 1946     MONUMENTED       CGS
 TN0225
 TN0225                          STATION DESCRIPTION
 TN0225
 TN0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0225'1.7 MI NW FROM OLNEY.
 TN0225'1.7 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0225'AT OLNEY, FLATHEAD COUNTY, 0.4 MILE NORTHWEST OF MILEPOST 1238, 195
 TN0225'FEET SOUTHEAST OF SEMAPHORES 1238.4 AND 1238.5, 21.9 FEET NORTHEAST OF
 TN0225'THE NORTHEAST RAIL, IN THE TOP OF BEDROCK, AND LEVEL WITH THE TRACK. A
 TN0225'STANDARD DISK, STAMPED E 481 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0203 ***********************************************************************
 TN0203  DESIGNATION -  E 482
 TN0203  PID         -  TN0203
 TN0203  STATE/COUNTY-  MT/LINCOLN
 TN0203  USGS QUAD   -  FORTINE (1983)
 TN0203
 TN0203                         *CURRENT SURVEY CONTROL
 TN0203  ___________________________________________________________________
 TN0203* NAD 83(1986)-  48 45 12.     (N)    114 54 04.     (W)     SCALED    
 TN0203* NAVD 88     -       910.812  (meters)    2988.22   (feet)  ADJUSTED  
 TN0203  ___________________________________________________________________
 TN0203  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TN0203  DYNAMIC HT  -         910.844 (meters)    2988.33  (feet)  COMP
 TN0203  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 TN0203
 TN0203  VERT ORDER  -  FIRST     CLASS II
 TN0203
 TN0203.The horizontal coordinates were scaled from a topographic map and have
 TN0203.an estimated accuracy of +/- 6 seconds.
 TN0203
 TN0203.The orthometric height was determined by differential leveling
 TN0203.and adjusted by the National Geodetic Survey in June 1991..
 TN0203
 TN0203.The geoid height was determined by GEOID03.
 TN0203
 TN0203.The dynamic height is computed by dividing the NAVD 88
 TN0203.geopotential number by the normal gravity value computed on the
 TN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0203.degrees latitude (g = 980.6199 gals.).
 TN0203
 TN0203.The modeled gravity was interpolated from observed gravity values.
 TN0203
 TN0203;                    North         East    Units  Estimated Accuracy
 TN0203;SPC MT       -   514,120.      203,210.      MT  (+/- 180 meters Scaled)
 TN0203
 TN0203                          SUPERSEDED SURVEY CONTROL
 TN0203
 TN0203  NGVD 29 (??/??/92)  909.580  (m)         2984.18   (f) ADJ UNCH    1 2
 TN0203
 TN0203.Superseded values are not recommended for survey control.
 TN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0203.See file dsdata.txt to determine how the superseded data were derived.
 TN0203
 TN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ542021(NAD 83)
 TN0203_MARKER: DB = BENCH MARK DISK
 TN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0203_STAMPING: E 482 1946
 TN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0203+STABILITY: SURFACE MOTION
 TN0203
 TN0203  HISTORY     - Date     Condition        Report By
 TN0203  HISTORY     - 1946     MONUMENTED       CGS
 TN0203
 TN0203                          STATION DESCRIPTION
 TN0203
 TN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0203'0.8 MI SE FROM FORTINE.
 TN0203'0.8 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0203'AT FORTINE, LINCOLN COUNTY, 7 POLES NORTHWEST OF MILEPOST 1259, AT A
 TN0203'PRIVATE-ROAD CROSSING, 59 FEET WEST OF THE CENTERLINE OF THE PRIVATE
 TN0203'ROAD, 53 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 58.6 FEET EAST OF A
 TN0203'FENCE CORNER, 2.1 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND
 TN0203'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 482 1946 AND WELDED
 TN0203'ON THE TOP OF A 3-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.4
 TN0203'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0026 ***********************************************************************
 QW0026  DESIGNATION -  E 483
 QW0026  PID         -  QW0026
 QW0026  STATE/COUNTY-  MT/YELLOWSTONE
 QW0026  USGS QUAD   -  WORDEN (1967)
 QW0026
 QW0026                         *CURRENT SURVEY CONTROL
 QW0026  ___________________________________________________________________
 QW0026* NAD 83(1986)-  45 55 09.     (N)    108 14 11.     (W)     SCALED    
 QW0026* NAVD 88     -       922.297  (meters)    3025.90   (feet)  ADJUSTED  
 QW0026  ___________________________________________________________________
 QW0026  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 QW0026  DYNAMIC HT  -         922.124 (meters)    3025.34  (feet)  COMP
 QW0026  MODELED GRAV-     980,397.7   (mgal)                       NAVD 88
 QW0026
 QW0026  VERT ORDER  -  FIRST     CLASS II
 QW0026
 QW0026.The horizontal coordinates were scaled from a topographic map and have
 QW0026.an estimated accuracy of +/- 6 seconds.
 QW0026
 QW0026.The orthometric height was determined by differential leveling
 QW0026.and adjusted by the National Geodetic Survey in June 1991..
 QW0026
 QW0026.The geoid height was determined by GEOID03.
 QW0026
 QW0026.The dynamic height is computed by dividing the NAVD 88
 QW0026.geopotential number by the normal gravity value computed on the
 QW0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0026.degrees latitude (g = 980.6199 gals.).
 QW0026
 QW0026.The modeled gravity was interpolated from observed gravity values.
 QW0026
 QW0026;                    North         East    Units  Estimated Accuracy
 QW0026;SPC MT       -   186,290.      697,980.      MT  (+/- 180 meters Scaled)
 QW0026
 QW0026                          SUPERSEDED SURVEY CONTROL
 QW0026
 QW0026  NGVD 29 (??/??/92)  921.570  (m)         3023.52   (f) ADJ UNCH    1 2
 QW0026
 QW0026.Superseded values are not recommended for survey control.
 QW0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0026.See file dsdata.txt to determine how the superseded data were derived.
 QW0026
 QW0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR143887(NAD 83)
 QW0026_MARKER: DB = BENCH MARK DISK
 QW0026_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0026_SP_SET: 43 FT.
 QW0026_STAMPING: E 483 1957
 QW0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0026
 QW0026  HISTORY     - Date     Condition        Report By
 QW0026  HISTORY     - 1957     MONUMENTED       CGS
 QW0026
 QW0026                          STATION DESCRIPTION
 QW0026
 QW0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0026'3.9 MI NE FROM HUNTLEY.
 QW0026'ABOUT 3.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON QUINCY
 QW0026'RAILROAD FROM THE STATION AT HUNTLEY, 26 FEET NORTHWEST OF THE 4TH
 QW0026'POLE SOUTHWEST OF MILEPOST 825, 68 FEET NORTHWEST OF THE NORTHWEST
 QW0026'RAIL, 3 POLES NORTHEAST OF A ROAD CROSSING, 4 FEET SOUTHEAST OF A
 QW0026'FENCE, 2 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 QW0026'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 QW0026'COATED ROD THAT IS DRIVEN TO A DEPTH OF 43 FEET AND IS ENCASED IN A
 QW0026'6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0002 ***********************************************************************
 QW0002  DESIGNATION -  E 484
 QW0002  PID         -  QW0002
 QW0002  STATE/COUNTY-  MT/YELLOWSTONE
 QW0002  USGS QUAD   -  BILLINGS EAST (1975)
 QW0002
 QW0002                         *CURRENT SURVEY CONTROL
 QW0002  ___________________________________________________________________
 QW0002* NAD 83(1986)-  45 47 45.     (N)    108 28 15.     (W)     SCALED    
 QW0002* NAVD 88     -       948.637  (meters)    3112.32   (feet)  ADJUSTED  
 QW0002  ___________________________________________________________________
 QW0002  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 QW0002  DYNAMIC HT  -         948.444 (meters)    3111.69  (feet)  COMP
 QW0002  MODELED GRAV-     980,379.9   (mgal)                       NAVD 88
 QW0002
 QW0002  VERT ORDER  -  FIRST     CLASS II
 QW0002
 QW0002.The horizontal coordinates were scaled from a topographic map and have
 QW0002.an estimated accuracy of +/- 6 seconds.
 QW0002
 QW0002.The orthometric height was determined by differential leveling
 QW0002.and adjusted by the National Geodetic Survey in June 1991..
 QW0002.WARNING-Repeat measurements at this control monument indicate possible
 QW0002.vertical movement.
 QW0002
 QW0002.The geoid height was determined by GEOID03.
 QW0002
 QW0002.The dynamic height is computed by dividing the NAVD 88
 QW0002.geopotential number by the normal gravity value computed on the
 QW0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0002.degrees latitude (g = 980.6199 gals.).
 QW0002
 QW0002.The modeled gravity was interpolated from observed gravity values.
 QW0002
 QW0002;                    North         East    Units  Estimated Accuracy
 QW0002;SPC MT       -   172,320.      679,980.      MT  (+/- 180 meters Scaled)
 QW0002
 QW0002                          SUPERSEDED SURVEY CONTROL
 QW0002
 QW0002  NGVD 29 (??/??/92)  947.863  (m)         3109.78   (f) ADJ UNCH    1 2
 QW0002
 QW0002.Superseded values are not recommended for survey control.
 QW0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0002.See file dsdata.txt to determine how the superseded data were derived.
 QW0002
 QW0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR965744(NAD 83)
 QW0002_MARKER: DB = BENCH MARK DISK
 QW0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0002_SP_SET: ABUTMENT
 QW0002_STAMPING: E 484 1957
 QW0002_MARK LOGO: CGS   
 QW0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0002
 QW0002  HISTORY     - Date     Condition        Report By
 QW0002  HISTORY     - 1957     MONUMENTED       CGS
 QW0002  HISTORY     - 1981     GOOD             NGS
 QW0002
 QW0002                          STATION DESCRIPTION
 QW0002
 QW0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0002'1.6 MI E FROM BILLINGS.
 QW0002'ABOUT 1.6 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0002'STATION AT BILLINGS, IN SECTION 34, T 1 N, R 26 E, 5 POLES EAST OF
 QW0002'MILEPOST 224, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 QW0002'ABUTMENT OF BRIDGE NUMBER 223.1 OVER THE YELLOWSTONE RIVER, 5 1/2 FEET
 QW0002'NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, AND ABOUT LEVEL WITH
 QW0002'THE TRACK.
 QW0002
 QW0002                          STATION RECOVERY (1981)
 QW0002
 QW0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0122 ***********************************************************************
 QW0122  DESIGNATION -  E 485
 QW0122  PID         -  QW0122
 QW0122  STATE/COUNTY-  MT/YELLOWSTONE
 QW0122  USGS QUAD   -  LAUREL (1969)
 QW0122
 QW0122                         *CURRENT SURVEY CONTROL
 QW0122  ___________________________________________________________________
 QW0122* NAD 83(1986)-  45 40 11.     (N)    108 46 22.     (W)     SCALED    
 QW0122* NAVD 88     -      1007.329  (meters)    3304.88   (feet)  ADJUSTED  
 QW0122  ___________________________________________________________________
 QW0122  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 QW0122  DYNAMIC HT  -        1007.109 (meters)    3304.16  (feet)  COMP
 QW0122  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 QW0122
 QW0122  VERT ORDER  -  FIRST     CLASS II
 QW0122
 QW0122.The horizontal coordinates were scaled from a topographic map and have
 QW0122.an estimated accuracy of +/- 6 seconds.
 QW0122
 QW0122.The orthometric height was determined by differential leveling
 QW0122.and adjusted by the National Geodetic Survey in June 1991..
 QW0122
 QW0122.The geoid height was determined by GEOID03.
 QW0122
 QW0122.The dynamic height is computed by dividing the NAVD 88
 QW0122.geopotential number by the normal gravity value computed on the
 QW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0122.degrees latitude (g = 980.6199 gals.).
 QW0122
 QW0122.The modeled gravity was interpolated from observed gravity values.
 QW0122
 QW0122;                    North         East    Units  Estimated Accuracy
 QW0122;SPC MT       -   158,050.      656,650.      MT  (+/- 180 meters Scaled)
 QW0122
 QW0122                          SUPERSEDED SURVEY CONTROL
 QW0122
 QW0122  NGVD 29 (??/??/92) 1006.532  (m)         3302.26   (f) ADJ UNCH    1 2
 QW0122
 QW0122.Superseded values are not recommended for survey control.
 QW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0122.See file dsdata.txt to determine how the superseded data were derived.
 QW0122
 QW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR734597(NAD 83)
 QW0122_MARKER: DB = BENCH MARK DISK
 QW0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0122_SP_SET: BUILDING
 QW0122_STAMPING: E 485 1957
 QW0122_MARK LOGO: CGS   
 QW0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0122
 QW0122  HISTORY     - Date     Condition        Report By
 QW0122  HISTORY     - 1957     MONUMENTED       CGS
 QW0122  HISTORY     - 1980     GOOD             NGS
 QW0122
 QW0122                          STATION DESCRIPTION
 QW0122
 QW0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0122'IN LAUREL.
 QW0122'AT LAUREL, IN SECTION 9, T 2 S, R 24 E, AT THE CITY HALL, SET
 QW0122'VERTICALLY IN THE EAST SIDE OF THE BUILDING, 2 1/2 FEET NORTHWEST OF
 QW0122'THE SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 3 FEET ABOVE THE
 QW0122'SIDEWALK.
 QW0122
 QW0122                          STATION RECOVERY (1980)
 QW0122
 QW0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QW0122'IN LAUREL, SET VERTICALLY IN THE SOUTHEAST CORNER OF THE LAUREL CITY
 QW0122'HALL, AND 0.8 METER (2.5 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 QW0122'BUILDING.
 QW0122'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0183 ***********************************************************************
 QV0183  DESIGNATION -  E 486
 QV0183  PID         -  QV0183
 QV0183  STATE/COUNTY-  MT/BIG HORN
 QV0183  USGS QUAD   -  LODGE GRASS (1967)
 QV0183
 QV0183                         *CURRENT SURVEY CONTROL
 QV0183  ___________________________________________________________________
 QV0183* NAD 83(1986)-  45 19 44.     (N)    107 22 10.     (W)     SCALED    
 QV0183* NAVD 88     -      1024.353  (meters)    3360.73   (feet)  ADJUSTED  
 QV0183  ___________________________________________________________________
 QV0183  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 QV0183  DYNAMIC HT  -        1024.056 (meters)    3359.76  (feet)  COMP
 QV0183  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 QV0183
 QV0183  VERT ORDER  -  FIRST     CLASS II
 QV0183
 QV0183.The horizontal coordinates were scaled from a topographic map and have
 QV0183.an estimated accuracy of +/- 6 seconds.
 QV0183
 QV0183.The orthometric height was determined by differential leveling
 QV0183.and adjusted by the National Geodetic Survey in June 1991..
 QV0183
 QV0183.The geoid height was determined by GEOID03.
 QV0183
 QV0183.The dynamic height is computed by dividing the NAVD 88
 QV0183.geopotential number by the normal gravity value computed on the
 QV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0183.degrees latitude (g = 980.6199 gals.).
 QV0183
 QV0183.The modeled gravity was interpolated from observed gravity values.
 QV0183
 QV0183;                    North         East    Units  Estimated Accuracy
 QV0183;SPC MT       -   122,180.      766,970.      MT  (+/- 180 meters Scaled)
 QV0183
 QV0183                          SUPERSEDED SURVEY CONTROL
 QV0183
 QV0183  NGVD 29 (??/??/92) 1023.602  (m)         3358.27   (f) ADJ UNCH    1 2
 QV0183
 QV0183.Superseded values are not recommended for survey control.
 QV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0183.See file dsdata.txt to determine how the superseded data were derived.
 QV0183
 QV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL143222(NAD 83)
 QV0183_MARKER: DB = BENCH MARK DISK
 QV0183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0183_SP_SET: 33 FEET
 QV0183_STAMPING: E 486 1957
 QV0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0183
 QV0183  HISTORY     - Date     Condition        Report By
 QV0183  HISTORY     - 1957     MONUMENTED       CGS
 QV0183
 QV0183                          STATION DESCRIPTION
 QV0183
 QV0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0183'0.95 MI N FROM LODGE GRASS.
 QV0183'ABOUT 0.95 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0183'RAILROAD FROM THE STATION AT LODGE GRASS, 127 FEET WEST AND ACROSS THE
 QV0183'TRACK FROM THE 7TH POLE NORTH OF MILE POST 751, 68 FEET WEST OF THE
 QV0183'WEST RAIL OF THE MAIN TRACK, 32 FEET SOUTH OF THE CENTER LINE OF A
 QV0183'DIRT CROSS ROAD, 95 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 3
 QV0183'FEET EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 QV0183'POST, ABOUT 2 FEET BELOW THE TRACK, A DISK ON THE TOP OF A 5/8-INCH
 QV0183'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 33 FEET AND IS ENCASED
 QV0183'IN A 6-INCH TILE THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0252 ***********************************************************************
 QV0252  DESIGNATION -  E 487
 QV0252  PID         -  QV0252
 QV0252  STATE/COUNTY-  MT/BIG HORN
 QV0252  USGS QUAD   -  ROWLEY (1969)
 QV0252
 QV0252                         *CURRENT SURVEY CONTROL
 QV0252  ___________________________________________________________________
 QV0252* NAD 83(1986)-  45 43 21.     (N)    107 45 44.     (W)     SCALED    
 QV0252* NAVD 88     -       946.010  (meters)    3103.70   (feet)  ADJUSTED  
 QV0252  ___________________________________________________________________
 QV0252  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 QV0252  DYNAMIC HT  -         945.812 (meters)    3103.05  (feet)  COMP
 QV0252  MODELED GRAV-     980,374.5   (mgal)                       NAVD 88
 QV0252
 QV0252  VERT ORDER  -  FIRST     CLASS II
 QV0252
 QV0252.The horizontal coordinates were scaled from a topographic map and have
 QV0252.an estimated accuracy of +/- 6 seconds.
 QV0252
 QV0252.The orthometric height was determined by differential leveling
 QV0252.and adjusted by the National Geodetic Survey in June 1991..
 QV0252
 QV0252.The geoid height was determined by GEOID03.
 QV0252
 QV0252.The dynamic height is computed by dividing the NAVD 88
 QV0252.geopotential number by the normal gravity value computed on the
 QV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0252.degrees latitude (g = 980.6199 gals.).
 QV0252
 QV0252.The modeled gravity was interpolated from observed gravity values.
 QV0252
 QV0252;                    North         East    Units  Estimated Accuracy
 QV0252;SPC MT       -   165,150.      735,230.      MT  (+/- 180 meters Scaled)
 QV0252
 QV0252                          SUPERSEDED SURVEY CONTROL
 QV0252
 QV0252  NGVD 29 (??/??/92)  945.288  (m)         3101.33   (f) ADJ UNCH    1 2
 QV0252
 QV0252.Superseded values are not recommended for survey control.
 QV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0252.See file dsdata.txt to determine how the superseded data were derived.
 QV0252
 QV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL850669(NAD 83)
 QV0252_MARKER: DB = BENCH MARK DISK
 QV0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0252_STAMPING: E 487 1957
 QV0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0252+STABILITY: SURFACE MOTION
 QV0252
 QV0252  HISTORY     - Date     Condition        Report By
 QV0252  HISTORY     - 1957     MONUMENTED       CGS
 QV0252
 QV0252                          STATION DESCRIPTION
 QV0252
 QV0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0252'8.3 MI W FROM HARDIN.
 QV0252'ABOUT 8.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 QV0252'FROM THE STATION AT HARDIN, 65 FEET NORTH OF MILEPOST 792, 74 FEET
 QV0252'NORTH OF THE NORTH RAIL, 60 FEET SOUTHEAST OF A TELEPHONE POLE, 22
 QV0252'FEET EAST OF A BRACED TELEPHONE POLE, 2 1/2 FEET NORTH OF THE FENCE, 2
 QV0252'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE TRACK
 QV0252'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0243 ***********************************************************************
 QV0243  DESIGNATION -  E 488
 QV0243  PID         -  QV0243
 QV0243  STATE/COUNTY-  MT/BIG HORN
 QV0243  USGS QUAD   -  CORINTH (1980)
 QV0243
 QV0243                         *CURRENT SURVEY CONTROL
 QV0243  ___________________________________________________________________
 QV0243* NAD 83(1986)-  45 45 14.     (N)    107 54 03.     (W)     SCALED    
 QV0243* NAVD 88     -       983.797  (meters)    3227.67   (feet)  ADJUSTED  
 QV0243  ___________________________________________________________________
 QV0243  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 QV0243  DYNAMIC HT  -         983.588 (meters)    3226.99  (feet)  COMP
 QV0243  MODELED GRAV-     980,370.2   (mgal)                       NAVD 88
 QV0243
 QV0243  VERT ORDER  -  FIRST     CLASS II
 QV0243
 QV0243.The horizontal coordinates were scaled from a topographic map and have
 QV0243.an estimated accuracy of +/- 6 seconds.
 QV0243
 QV0243.The orthometric height was determined by differential leveling
 QV0243.and adjusted by the National Geodetic Survey in June 1991..
 QV0243
 QV0243.The geoid height was determined by GEOID03.
 QV0243
 QV0243.The dynamic height is computed by dividing the NAVD 88
 QV0243.geopotential number by the normal gravity value computed on the
 QV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0243.degrees latitude (g = 980.6199 gals.).
 QV0243
 QV0243.The modeled gravity was interpolated from observed gravity values.
 QV0243
 QV0243;                    North         East    Units  Estimated Accuracy
 QV0243;SPC MT       -   168,400.      724,370.      MT  (+/- 180 meters Scaled)
 QV0243
 QV0243                          SUPERSEDED SURVEY CONTROL
 QV0243
 QV0243  NGVD 29 (??/??/92)  983.060  (m)         3225.26   (f) ADJ UNCH    1 2
 QV0243
 QV0243.Superseded values are not recommended for survey control.
 QV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0243.See file dsdata.txt to determine how the superseded data were derived.
 QV0243
 QV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL743707(NAD 83)
 QV0243_MARKER: DB = BENCH MARK DISK
 QV0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0243_STAMPING: E 488 1957
 QV0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0243+STABILITY: SURFACE MOTION
 QV0243
 QV0243  HISTORY     - Date     Condition        Report By
 QV0243  HISTORY     - 1957     MONUMENTED       CGS
 QV0243
 QV0243                          STATION DESCRIPTION
 QV0243
 QV0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0243'15.45 MI NW FROM HARDIN.
 QV0243'ABOUT 15.45 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0243'RAILROAD FROM THE STATION AT HARDIN, 19 1/2 FEET NORTHEAST OF THE 6TH
 QV0243'POLE NORTHWEST OF MILEPOST 799, 70 1/2 FEET NORTHEAST OF THE NORTHEAST
 QV0243'RAIL, 2 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 QV0243'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE
 QV0243'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0225 ***********************************************************************
 QW0225  DESIGNATION -  E 489
 QW0225  PID         -  QW0225
 QW0225  STATE/COUNTY-  MT/STILLWATER
 QW0225  USGS QUAD   -  SPRINGTIME (1955)
 QW0225
 QW0225                         *CURRENT SURVEY CONTROL
 QW0225  ___________________________________________________________________
 QW0225* NAD 83(1986)-  45 41 14.     (N)    109 27 28.     (W)     SCALED    
 QW0225* NAVD 88     -      1131.319  (meters)    3711.67   (feet)  ADJUSTED  
 QW0225  ___________________________________________________________________
 QW0225  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 QW0225  DYNAMIC HT  -        1130.991 (meters)    3710.59  (feet)  COMP
 QW0225  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 QW0225
 QW0225  VERT ORDER  -  FIRST     CLASS II
 QW0225
 QW0225.The horizontal coordinates were scaled from a topographic map and have
 QW0225.an estimated accuracy of +/- 6 seconds.
 QW0225
 QW0225.The orthometric height was determined by differential leveling
 QW0225.and adjusted by the National Geodetic Survey in June 1991..
 QW0225
 QW0225.The geoid height was determined by GEOID03.
 QW0225
 QW0225.The dynamic height is computed by dividing the NAVD 88
 QW0225.geopotential number by the normal gravity value computed on the
 QW0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0225.degrees latitude (g = 980.6199 gals.).
 QW0225
 QW0225.The modeled gravity was interpolated from observed gravity values.
 QW0225
 QW0225;                    North         East    Units  Estimated Accuracy
 QW0225;SPC MT       -   159,730.      603,290.      MT  (+/- 180 meters Scaled)
 QW0225
 QW0225                          SUPERSEDED SURVEY CONTROL
 QW0225
 QW0225  NGVD 29 (??/??/92) 1130.376  (m)         3708.58   (f) ADJ UNCH    1 2
 QW0225
 QW0225.Superseded values are not recommended for survey control.
 QW0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0225.See file dsdata.txt to determine how the superseded data were derived.
 QW0225
 QW0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR200604(NAD 83)
 QW0225_MARKER: DB = BENCH MARK DISK
 QW0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0225_SP_SET: BRIDGE
 QW0225_STAMPING: E 489 1957
 QW0225_MARK LOGO: CGS   
 QW0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0225
 QW0225  HISTORY     - Date     Condition        Report By
 QW0225  HISTORY     - 1957     MONUMENTED       CGS
 QW0225  HISTORY     - 1982     GOOD             NGS
 QW0225
 QW0225                          STATION DESCRIPTION
 QW0225
 QW0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0225'4.45 MI SE FROM REEDPOINT.
 QW0225'ABOUT 4.45 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0225'STATION AT REEDPOINT, IN SECTION 1, T 2 S, R 18 E, ABOUT 0.5 MILE EAST
 QW0225'OF MILEPOST 53, IN THE TOP AND CENTER OF THE NORTHWEST CONCRETE WING
 QW0225'WALL OF THE BRIDGE OVER SECTION HOUSE GULCH, 7 1/2 FEET NORTH OF THE
 QW0225'NORTH RAIL, 8 FEET EAST OF THE WEST END OF THE WING WALL, AND ABOUT 1
 QW0225'1/2 FEET BELOW THE LEVEL OF THE TRACK.
 QW0225
 QW0225                          STATION RECOVERY (1982)
 QW0225
 QW0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0225'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0225'19.9 KM (12.35 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0225'FROM THE RAILROAD STATION IN COLUMBUS, 0.8 KM (0.5 MI) WEST OF
 QW0225'MILEPOST 52, IN THE CENTER OF THE NORTHWEST CONCRETE RETAINING WALL OF
 QW0225'RAILROAD BRIDGE NUMBER 52 OVER SECTION HOUSE CREEK, 2.5 METERS (8.2
 QW0225'FT) SE OF THE NORTHWEST END OF THE RETAINING WALL AND 2.3 METERS (7.5
 QW0225'FT) NORTH OF THE NEAR RAIL.
 QW0225'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0386 ***********************************************************************
 SR0386  DESIGNATION -  E 49
 SR0386  PID         -  SR0386
 SR0386  STATE/COUNTY-  MT/FERGUS
 SR0386  USGS QUAD   -  HILGER (1985)
 SR0386
 SR0386                         *CURRENT SURVEY CONTROL
 SR0386  ___________________________________________________________________
 SR0386* NAD 83(1986)-  47 15 53.     (N)    109 20 57.     (W)     SCALED    
 SR0386* NAVD 88     -      1240.256  (meters)    4069.07   (feet)  ADJUSTED  
 SR0386  ___________________________________________________________________
 SR0386  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SR0386  DYNAMIC HT  -        1240.129 (meters)    4068.66  (feet)  COMP
 SR0386  MODELED GRAV-     980,466.9   (mgal)                       NAVD 88
 SR0386
 SR0386  VERT ORDER  -  FIRST     CLASS II
 SR0386
 SR0386.The horizontal coordinates were scaled from a topographic map and have
 SR0386.an estimated accuracy of +/- 6 seconds.
 SR0386
 SR0386.The orthometric height was determined by differential leveling
 SR0386.and adjusted by the National Geodetic Survey in June 1991..
 SR0386
 SR0386.The geoid height was determined by GEOID03.
 SR0386
 SR0386.The dynamic height is computed by dividing the NAVD 88
 SR0386.geopotential number by the normal gravity value computed on the
 SR0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0386.degrees latitude (g = 980.6199 gals.).
 SR0386
 SR0386.The modeled gravity was interpolated from observed gravity values.
 SR0386
 SR0386;                    North         East    Units  Estimated Accuracy
 SR0386;SPC MT       -   335,000.      611,410.      MT  (+/- 180 meters Scaled)
 SR0386
 SR0386                          SUPERSEDED SURVEY CONTROL
 SR0386
 SR0386  NGVD 29 (??/??/92) 1239.374  (m)         4066.18   (f) ADJ UNCH    1 2
 SR0386
 SR0386.Superseded values are not recommended for survey control.
 SR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0386.See file dsdata.txt to determine how the superseded data were derived.
 SR0386
 SR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT248359(NAD 83)
 SR0386_MARKER: DB = BENCH MARK DISK
 SR0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0386_STAMPING: E 49 1933 4066.088
 SR0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0386+STABILITY: SURFACE MOTION
 SR0386
 SR0386  HISTORY     - Date     Condition        Report By
 SR0386  HISTORY     - 1933     MONUMENTED       CGS
 SR0386  HISTORY     - 1961     GOOD             NGS
 SR0386
 SR0386                          STATION DESCRIPTION
 SR0386
 SR0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0386'0.85 MI NE FROM HILGER.
 SR0386'ABOUT 0.85 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0386'PACIFIC RAILROAD FROM THE STATION AT HILGER, IN SECTION 6, T 18 N, R
 SR0386'19 E, 127 FEET NORTH OF AND ACROSS THE TRACK FROM MILEPOST 18, 44 FEET
 SR0386'NORTHWEST OF THE NORTHWEST RAIL, 28 FEET SOUTHEAST OF THE CENTER LINE
 SR0386'OF A ROAD WHICH PARALLELS THE TRACK, 2 1/2 FEET SOUTHEAST OF A FENCE,
 SR0386'1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 SR0386'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 SR0386'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0145 ***********************************************************************
 QX0145  DESIGNATION -  E 490
 QX0145  PID         -  QX0145
 QX0145  STATE/COUNTY-  MT/PARK
 QX0145  USGS QUAD   -  HOPPERS (1981)
 QX0145
 QX0145                         *CURRENT SURVEY CONTROL
 QX0145  ___________________________________________________________________
 QX0145* NAD 83(1986)-  45 39 45.     (N)    110 39 00.     (W)     SCALED    
 QX0145* NAVD 88     -      1479.775  (meters)    4854.90   (feet)  POSTED    
 QX0145  ___________________________________________________________________
 QX0145  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 QX0145  DYNAMIC HT  -        1479.250 (meters)    4853.17  (feet)  COMP
 QX0145  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 QX0145
 QX0145  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 QX0145
 QX0145.The horizontal coordinates were scaled from a topographic map and have
 QX0145.an estimated accuracy of +/- 6 seconds.
 QX0145
 QX0145.The orthometric height was determined by differential leveling
 QX0145.and adjusted by the National Geodetic Survey in 1992..
 QX0145.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 QX0145.rate of 3.1 thru 4.0 mm/km.
 QX0145
 QX0145.The geoid height was determined by GEOID03.
 QX0145
 QX0145.The dynamic height is computed by dividing the NAVD 88
 QX0145.geopotential number by the normal gravity value computed on the
 QX0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0145.degrees latitude (g = 980.6199 gals.).
 QX0145
 QX0145.The modeled gravity was interpolated from observed gravity values.
 QX0145
 QX0145;                    North         East    Units  Estimated Accuracy
 QX0145;SPC MT       -   157,640.      510,410.      MT  (+/- 180 meters Scaled)
 QX0145
 QX0145                          SUPERSEDED SURVEY CONTROL
 QX0145
 QX0145  NGVD 29 (??/??/92) 1478.597  (m)         4851.03   (f) ADJ UNCH    1 2
 QX0145
 QX0145.Superseded values are not recommended for survey control.
 QX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0145.See file dsdata.txt to determine how the superseded data were derived.
 QX0145
 QX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR272566(NAD 83)
 QX0145_MARKER: DB = BENCH MARK DISK
 QX0145_SETTING: 66 = SET IN ROCK OUTCROP
 QX0145_SP_SET: ROCK OUTCROP
 QX0145_STAMPING: E 490 1957
 QX0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0145+STABILITY: POSITION/ELEVATION WELL
 QX0145
 QX0145  HISTORY     - Date     Condition        Report By
 QX0145  HISTORY     - 1957     MONUMENTED       CGS
 QX0145  HISTORY     - 1958     GOOD             NGS
 QX0145  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0145
 QX0145                          STATION DESCRIPTION
 QX0145
 QX0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0145'4.45 MI W FROM LIVINGSTON.
 QX0145'ABOUT 4.45 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0145'STATION AT LIVINGSTON, IN THE TOP OF A SMALL ROCK OUTCROP WHICH IS
 QX0145'FLUSH WITH THE GROUND, 7 1/2 POLES EAST OF MILEPOST 120, 40 FEET SOUTH
 QX0145'OF THE SOUTH RAIL, 107 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 78 FEET
 QX0145'NORTH OF THE SOUTH RIGHT OF WAY FENCE, AND ABOUT 4 FEET BELOW THE
 QX0145'LEVEL OF THE TRACK.
 QX0145
 QX0145                          STATION RECOVERY (1982)
 QX0145
 QX0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0263 ***********************************************************************
 QW0263  DESIGNATION -  E 491
 QW0263  PID         -  QW0263
 QW0263  STATE/COUNTY-  MT/STILLWATER
 QW0263  USGS QUAD   -  RAPIDS (1956)
 QW0263
 QW0263                         *CURRENT SURVEY CONTROL
 QW0263  ___________________________________________________________________
 QW0263* NAD 83(1986)-  45 36 32.     (N)    109 01 03.     (W)     SCALED    
 QW0263* NAVD 88     -      1046.435  (meters)    3433.18   (feet)  ADJUSTED  
 QW0263  ___________________________________________________________________
 QW0263  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 QW0263  DYNAMIC HT  -        1046.173 (meters)    3432.32  (feet)  COMP
 QW0263  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 QW0263
 QW0263  VERT ORDER  -  FIRST     CLASS II
 QW0263
 QW0263.The horizontal coordinates were scaled from a topographic map and have
 QW0263.an estimated accuracy of +/- 6 seconds.
 QW0263
 QW0263.The orthometric height was determined by differential leveling
 QW0263.and adjusted by the National Geodetic Survey in June 1991..
 QW0263
 QW0263.The geoid height was determined by GEOID03.
 QW0263
 QW0263.The dynamic height is computed by dividing the NAVD 88
 QW0263.geopotential number by the normal gravity value computed on the
 QW0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0263.degrees latitude (g = 980.6199 gals.).
 QW0263
 QW0263.The modeled gravity was interpolated from observed gravity values.
 QW0263
 QW0263;                    North         East    Units  Estimated Accuracy
 QW0263;SPC MT       -   151,140.      637,630.      MT  (+/- 180 meters Scaled)
 QW0263
 QW0263                          SUPERSEDED SURVEY CONTROL
 QW0263
 QW0263  NGVD 29 (??/??/92) 1045.601  (m)         3430.44   (f) ADJ UNCH    1 2
 QW0263
 QW0263.Superseded values are not recommended for survey control.
 QW0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0263.See file dsdata.txt to determine how the superseded data were derived.
 QW0263
 QW0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR545525(NAD 83)
 QW0263_MARKER: DB = BENCH MARK DISK
 QW0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0263_SP_SET: CULVERT
 QW0263_STAMPING: E 491 1957
 QW0263_MARK LOGO: CGS   
 QW0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0263
 QW0263  HISTORY     - Date     Condition        Report By
 QW0263  HISTORY     - 1957     MONUMENTED       CGS
 QW0263  HISTORY     - 1982     GOOD             NGS
 QW0263
 QW0263                          STATION DESCRIPTION
 QW0263
 QW0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0263'5.1 MI SW FROM PARK CITY.
 QW0263'ABOUT 5.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0263'STATION AT PARK CITY, IN SECTION 4, T 3 S, R 22 E, IN THE TOP AND
 QW0263'CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF A 24-INCH TUBE CULVERT
 QW0263'NUMBER 27 + 3648, 9 FEET NORTHWEST OF THE NORTHWEST RAIL, 6 1/2 RAILS
 QW0263'SOUTHWEST OF A ROAD CROSSING, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 QW0263'THE TRACK.
 QW0263
 QW0263                          STATION RECOVERY (1982)
 QW0263
 QW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0263'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0263'20.3 KM (12.6 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0263'FROM THE RAILROAD STATION IN COLUMBUS, 0.2 KM (0.1 MI) SOUTHWEST OF
 QW0263'THE INTERSECTION OF A GRAVELED ROAD, IN THE CENTER OF THE NORTHWEST
 QW0263'CONCRETE HEADWALL OF RAILROAD CULVERT NUMBER 27+3648 AND 2.8 METERS
 QW0263'(9.2 FT) NORTHWEST OF THE NEAR RAIL.
 QW0263'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0231 ***********************************************************************
 QW0231  DESIGNATION -  E 492 RESET
 QW0231  PID         -  QW0231
 QW0231  STATE/COUNTY-  MT/STILLWATER
 QW0231  USGS QUAD   -  COLUMBUS WEST (1956)
 QW0231
 QW0231                         *CURRENT SURVEY CONTROL
 QW0231  ___________________________________________________________________
 QW0231* NAD 83(1986)-  45 41 35.     (N)    109 22 23.     (W)     SCALED    
 QW0231* NAVD 88     -      1115.933  (meters)    3661.19   (feet)  ADJUSTED  
 QW0231  ___________________________________________________________________
 QW0231  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 QW0231  DYNAMIC HT  -        1115.624 (meters)    3660.18  (feet)  COMP
 QW0231  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 QW0231
 QW0231  VERT ORDER  -  FIRST     CLASS II
 QW0231
 QW0231.The horizontal coordinates were scaled from a topographic map and have
 QW0231.an estimated accuracy of +/- 6 seconds.
 QW0231
 QW0231.The orthometric height was determined by differential leveling
 QW0231.and adjusted by the National Geodetic Survey in June 1991..
 QW0231
 QW0231.The geoid height was determined by GEOID03.
 QW0231
 QW0231.The dynamic height is computed by dividing the NAVD 88
 QW0231.geopotential number by the normal gravity value computed on the
 QW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0231.degrees latitude (g = 980.6199 gals.).
 QW0231
 QW0231.The modeled gravity was interpolated from observed gravity values.
 QW0231
 QW0231;                    North         East    Units  Estimated Accuracy
 QW0231;SPC MT       -   160,380.      609,880.      MT  (+/- 180 meters Scaled)
 QW0231
 QW0231                          SUPERSEDED SURVEY CONTROL
 QW0231
 QW0231.No superseded survey control is available for this station.
 QW0231
 QW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR266612(NAD 83)
 QW0231_MARKER: DB = BENCH MARK DISK
 QW0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0231_SP_SET: CULVERT
 QW0231_STAMPING: E 492 RESET 1961
 QW0231_MARK LOGO: CGS   
 QW0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0231
 QW0231  HISTORY     - Date     Condition        Report By
 QW0231  HISTORY     - 1961     MONUMENTED       CGS
 QW0231  HISTORY     - 1982     GOOD             NGS
 QW0231
 QW0231                          STATION DESCRIPTION
 QW0231
 QW0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QW0231'7.45 MI NW FROM COLUMBUS.
 QW0231'THIS MARK IS LOCATED ABOUT 7.45 MILES NORTHWEST ALONG THE NORTHERN
 QW0231'PACIFIC RAILROAD FROM THE STATION AT COLUMBUS, IN SECTION 3, T 2S, R
 QW0231'19E, 8 1/2 POLES SOUTHEAST OF MILEPOST 48, IN THE TOP OF THE NORTHWEST
 QW0231'END OF THE NORTHEAST CONCRETE HEADWALL OF A 6 X 4 FT. CULVERT NUMBERED
 QW0231'47+4178, 30 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND
 QW0231'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 QW0231
 QW0231                          STATION RECOVERY (1982)
 QW0231
 QW0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0231'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 451091, LINE 101
 QW0231'IS ADEQUATE EXCEPT THAT THE RAILROAD IS NOW THE BURLINGTON NORTHERN
 QW0231'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0217 ***********************************************************************
 QX0217  DESIGNATION -  E 493
 QX0217  PID         -  QX0217
 QX0217  STATE/COUNTY-  MT/GALLATIN
 QX0217  USGS QUAD   -  BOZEMAN (1987)
 QX0217
 QX0217                         *CURRENT SURVEY CONTROL
 QX0217  ___________________________________________________________________
 QX0217* NAD 83(1986)-  45 44 05.     (N)    111 05 53.     (W)     SCALED    
 QX0217* NAVD 88     -      1394.957  (meters)    4576.62   (feet)  POSTED    
 QX0217  ___________________________________________________________________
 QX0217  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 QX0217  DYNAMIC HT  -        1394.470 (meters)    4575.02  (feet)  COMP
 QX0217  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 QX0217
 QX0217  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QX0217
 QX0217.The horizontal coordinates were scaled from a topographic map and have
 QX0217.an estimated accuracy of +/- 6 seconds.
 QX0217
 QX0217.The orthometric height was determined by differential leveling
 QX0217.and adjusted by the National Geodetic Survey in 1992..
 QX0217.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QX0217.rate of 4.1 thru 8.0 mm/km.
 QX0217
 QX0217.The geoid height was determined by GEOID03.
 QX0217
 QX0217.The dynamic height is computed by dividing the NAVD 88
 QX0217.geopotential number by the normal gravity value computed on the
 QX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0217.degrees latitude (g = 980.6199 gals.).
 QX0217
 QX0217.The modeled gravity was interpolated from observed gravity values.
 QX0217
 QX0217;                    North         East    Units  Estimated Accuracy
 QX0217;SPC MT       -   166,270.      475,670.      MT  (+/- 180 meters Scaled)
 QX0217
 QX0217                          SUPERSEDED SURVEY CONTROL
 QX0217
 QX0217  NGVD 29 (??/??/92) 1393.797  (m)         4572.82   (f) ADJ UNCH    1 2
 QX0217
 QX0217.Superseded values are not recommended for survey control.
 QX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0217.See file dsdata.txt to determine how the superseded data were derived.
 QX0217
 QX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR923645(NAD 83)
 QX0217_MARKER: DB = BENCH MARK DISK
 QX0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0217_SP_SET: ABUTMENT
 QX0217_STAMPING: E 493 1957
 QX0217_MARK LOGO: CGS   
 QX0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0217
 QX0217  HISTORY     - Date     Condition        Report By
 QX0217  HISTORY     - 1957     MONUMENTED       CGS
 QX0217  HISTORY     - 1958     GOOD             NGS
 QX0217  HISTORY     - 1982     GOOD             NGS
 QX0217
 QX0217                          STATION DESCRIPTION
 QX0217
 QX0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0217'4.7 MI NW FROM BOZEMAN.
 QX0217'ABOUT 4.7 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0217'STATION AT BOZEMAN, IN SECTION 22, T 1 S, R 5 E, 5 1/2 POLES NORTHWEST
 QX0217'OF MILEPOST 145, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 QX0217'CONCRETE ABUTMENT OF BRIDGE NUMBER 145, 6 FEET NORTHEAST OF THE
 QX0217'NORTHEAST RAIL, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 QX0217
 QX0217                          STATION RECOVERY (1982)
 QX0217
 QX0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0217'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 QX0217'THE MARK IS INACCESSIBLE AND WILL NOT BE LEVELED TO IN THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0362 ***********************************************************************
 QW0362  DESIGNATION -  E 494
 QW0362  PID         -  QW0362
 QW0362  STATE/COUNTY-  MT/SWEET GRASS
 QW0362  USGS QUAD   -  BIG TIMBER (1981)
 QW0362
 QW0362                         *CURRENT SURVEY CONTROL
 QW0362  ___________________________________________________________________
 QW0362* NAD 83(1986)-  45 49 19.     (N)    109 57 13.     (W)     SCALED    
 QW0362* NAVD 88     -      1264.860  (meters)    4149.79   (feet)  ADJUSTED  
 QW0362  ___________________________________________________________________
 QW0362  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 QW0362  DYNAMIC HT  -        1264.488 (meters)    4148.57  (feet)  COMP
 QW0362  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 QW0362
 QW0362  VERT ORDER  -  FIRST     CLASS II
 QW0362
 QW0362.The horizontal coordinates were scaled from a topographic map and have
 QW0362.an estimated accuracy of +/- 6 seconds.
 QW0362
 QW0362.The orthometric height was determined by differential leveling
 QW0362.and adjusted by the National Geodetic Survey in June 1991..
 QW0362
 QW0362.The geoid height was determined by GEOID03.
 QW0362
 QW0362.The dynamic height is computed by dividing the NAVD 88
 QW0362.geopotential number by the normal gravity value computed on the
 QW0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0362.degrees latitude (g = 980.6199 gals.).
 QW0362
 QW0362.The modeled gravity was interpolated from observed gravity values.
 QW0362
 QW0362;                    North         East    Units  Estimated Accuracy
 QW0362;SPC MT       -   174,800.      564,760.      MT  (+/- 180 meters Scaled)
 QW0362
 QW0362                          SUPERSEDED SURVEY CONTROL
 QW0362
 QW0362  NGVD 29 (??/??/92) 1263.838  (m)         4146.44   (f) ADJ UNCH    1 2
 QW0362
 QW0362.Superseded values are not recommended for survey control.
 QW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0362.See file dsdata.txt to determine how the superseded data were derived.
 QW0362
 QW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR812747(NAD 83)
 QW0362_MARKER: DB = BENCH MARK DISK
 QW0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0362_STAMPING: E 494 1957
 QW0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0362+STABILITY: SURFACE MOTION
 QW0362
 QW0362  HISTORY     - Date     Condition        Report By
 QW0362  HISTORY     - 1957     MONUMENTED       CGS
 QW0362  HISTORY     - 1958     GOOD             NGS
 QW0362  HISTORY     - 1982     GOOD             NGS
 QW0362
 QW0362                          STATION DESCRIPTION
 QW0362
 QW0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QW0362'1.25 MI S FROM BIG TIMBER.
 QW0362'ABOUT 0.75 MILE SOUTHEAST THENCE 0.5 MILE SOUTHWEST ALONG THE ASPHALT
 QW0362'ROAD LEADING TO MCLEOD FROM THE NORTHERN PACIFIC RAILWAY STATION AT
 QW0362'BIG TIMBER, IN SECTION 23, T 1 N, R 14 E, ACROSS THE ROAD FROM A PIPE
 QW0362'SUPPLY AND SERVICE YARD FOR A HIGH PRESSURE GAS LINE, 59 FEET WEST OF
 QW0362'THE CENTER LINE OF THE ROAD, 28 FEET NORTH OF THE CENTER LINE OF A
 QW0362'GATE, 51 FEET NORTH OF A PIPE LINE, 2 FEET EAST OF A FENCE, 2 FEET
 QW0362'NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 QW0362'POST PROJECTING 7 INCHES.
 QW0362
 QW0362                          STATION RECOVERY (1982)
 QW0362
 QW0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0434 ***********************************************************************
 RX0434  DESIGNATION -  E 495
 RX0434  PID         -  RX0434
 RX0434  STATE/COUNTY-  MT/SILVER BOW
 RX0434  USGS QUAD   -  BUTTE NORTH (1996)
 RX0434
 RX0434                         *CURRENT SURVEY CONTROL
 RX0434  ___________________________________________________________________
 RX0434* NAD 83(1986)-  46 00 32.     (N)    112 30 36.     (W)     SCALED    
 RX0434* NAVD 88     -      1674.878  (meters)    5495.00   (feet)  ADJUSTED  
 RX0434  ___________________________________________________________________
 RX0434  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 RX0434  DYNAMIC HT  -        1674.203 (meters)    5492.78  (feet)  COMP
 RX0434  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 RX0434
 RX0434  VERT ORDER  -  FIRST     CLASS II
 RX0434
 RX0434.The horizontal coordinates were scaled from a topographic map and have
 RX0434.an estimated accuracy of +/- 6 seconds.
 RX0434
 RX0434.The orthometric height was determined by differential leveling
 RX0434.and adjusted by the National Geodetic Survey in June 1991..
 RX0434
 RX0434.The geoid height was determined by GEOID03.
 RX0434
 RX0434.The dynamic height is computed by dividing the NAVD 88
 RX0434.geopotential number by the normal gravity value computed on the
 RX0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0434.degrees latitude (g = 980.6199 gals.).
 RX0434
 RX0434.The modeled gravity was interpolated from observed gravity values.
 RX0434
 RX0434;                    North         East    Units  Estimated Accuracy
 RX0434;SPC MT       -   199,940.      367,040.      MT  (+/- 180 meters Scaled)
 RX0434
 RX0434                          SUPERSEDED SURVEY CONTROL
 RX0434
 RX0434  NGVD 29 (??/??/92) 1673.579  (m)         5490.73   (f) ADJ UNCH    1 2
 RX0434
 RX0434.Superseded values are not recommended for survey control.
 RX0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0434.See file dsdata.txt to determine how the superseded data were derived.
 RX0434
 RX0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR830961(NAD 83)
 RX0434_MARKER: DB = BENCH MARK DISK
 RX0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0434_SP_SET: CONCRETE BASE
 RX0434_STAMPING: E 495 1957
 RX0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0434
 RX0434  HISTORY     - Date     Condition        Report By
 RX0434  HISTORY     - 1957     MONUMENTED       CGS
 RX0434  HISTORY     - 1959     GOOD             NGS
 RX0434  HISTORY     - 19871201 MARK NOT FOUND   USPSQD
 RX0434
 RX0434                          STATION DESCRIPTION
 RX0434
 RX0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RX0434'1.3 MI SE FROM BUTTE.
 RX0434'ABOUT 1.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RX0434'STATION AT BUTTE, IN SECTION 18, T 3 N, R 7 W, ABOUT 0.1 MILE
 RX0434'NORTHEAST OF MILEPOST 70, IN THE TOP AND CENTER OF A CONCRETE BASE OF
 RX0434'THE TWO MOST EASTERLY LEGS OF A STEEL TOWER SUPPORTING A COPPER ORE
 RX0434'CONVEYOR BELT WHICH GOES OVER THE TRACK, 37 1/2 FEET NORTHWEST OF THE
 RX0434'NORTHWEST RAIL OF THE MAIN TRACK, 23 FEET NORTHWEST OF THE NORTHWEST
 RX0434'RAIL OF A SIDE TRACK, AND ABOUT LEVEL WITH THE TRACK.
 RX0434
 RX0434                          STATION RECOVERY (1959)
 RX0434
 RX0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RX0434'RECOVERED IN GOOD CONDITION.
 RX0434
 RX0434                          STATION RECOVERY (1987)
 RX0434
 RX0434'RECOVERY NOTE BY US POWER SQUADRON 1987 (BAS)
 RX0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0025 ***********************************************************************
 QY0025  DESIGNATION -  E 496
 QY0025  PID         -  QY0025
 QY0025  STATE/COUNTY-  MT/JEFFERSON
 QY0025  USGS QUAD   -  DELMOE LAKE (1978)
 QY0025
 QY0025                         *CURRENT SURVEY CONTROL
 QY0025  ___________________________________________________________________
 QY0025* NAD 83(1986)-  45 54 44.     (N)    112 20 28.     (W)     SCALED    
 QY0025* NAVD 88     -      1808.763  (meters)    5934.25   (feet)  ADJUSTED  
 QY0025  ___________________________________________________________________
 QY0025  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QY0025  DYNAMIC HT  -        1808.061 (meters)    5931.95  (feet)  COMP
 QY0025  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 QY0025
 QY0025  VERT ORDER  -  FIRST     CLASS II
 QY0025
 QY0025.The horizontal coordinates were scaled from a topographic map and have
 QY0025.an estimated accuracy of +/- 6 seconds.
 QY0025
 QY0025.The orthometric height was determined by differential leveling
 QY0025.and adjusted by the National Geodetic Survey in June 1991..
 QY0025
 QY0025.The geoid height was determined by GEOID03.
 QY0025
 QY0025.The dynamic height is computed by dividing the NAVD 88
 QY0025.geopotential number by the normal gravity value computed on the
 QY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0025.degrees latitude (g = 980.6199 gals.).
 QY0025
 QY0025.The modeled gravity was interpolated from observed gravity values.
 QY0025
 QY0025;                    North         East    Units  Estimated Accuracy
 QY0025;SPC MT       -   188,720.      379,710.      MT  (+/- 180 meters Scaled)
 QY0025
 QY0025                          SUPERSEDED SURVEY CONTROL
 QY0025
 QY0025  NGVD 29 (??/??/92) 1807.517  (m)         5930.16   (f) ADJ UNCH    1 2
 QY0025
 QY0025.Superseded values are not recommended for survey control.
 QY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0025.See file dsdata.txt to determine how the superseded data were derived.
 QY0025
 QY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR959851(NAD 83)
 QY0025_MARKER: DB = BENCH MARK DISK
 QY0025_SETTING: 66 = SET IN ROCK OUTCROP
 QY0025_SP_SET: ROCK OUTCROP
 QY0025_STAMPING: E 496 1957
 QY0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0025+STABILITY: POSITION/ELEVATION WELL
 QY0025
 QY0025  HISTORY     - Date     Condition        Report By
 QY0025  HISTORY     - 1957     MONUMENTED       CGS
 QY0025  HISTORY     - 1958     GOOD             NGS
 QY0025
 QY0025                          STATION DESCRIPTION
 QY0025
 QY0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0025'14.2 MI SE FROM BUTTE.
 QY0025'14.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0025'STATION AT BUTTE, IN SECTION 22, T 2 N, R 6 W, 64 FEET NORTHWEST OF
 QY0025'MILEPOST 57, IN THE TOP OF A LONG RIDGE LIKE ROCK OUTCROP SLOPING TO
 QY0025'THE SOUTHEAST, 46 FEET NORTH OF THE NORTH RAIL, 2 1/2 RAILS WEST OF
 QY0025'THE WEST END OF A CUT, 17 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE,
 QY0025'AND ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0184 ***********************************************************************
 QX0184  DESIGNATION -  E 497
 QX0184  PID         -  QX0184
 QX0184  STATE/COUNTY-  MT/GALLATIN
 QX0184  USGS QUAD   -  LOGAN (1987)
 QX0184
 QX0184                         *CURRENT SURVEY CONTROL
 QX0184  ___________________________________________________________________
 QX0184* NAD 83(1986)-  45 53 05.     (N)    111 26 14.     (W)     SCALED    
 QX0184* NAVD 88     -      1252.062  (meters)    4107.81   (feet)  ADJUSTED  
 QX0184  ___________________________________________________________________
 QX0184  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 QX0184  DYNAMIC HT  -        1251.725 (meters)    4106.70  (feet)  COMP
 QX0184  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 QX0184  OBS GRAVITY -     980,302.4   (mgal)                       GRAV_OBS
 QX0184
 QX0184  VERT ORDER  -  FIRST     CLASS II
 QX0184
 QX0184.The horizontal coordinates were scaled from a topographic map and have
 QX0184.an estimated accuracy of +/- 6 seconds.
 QX0184
 QX0184.The orthometric height was determined by differential leveling
 QX0184.and adjusted by the National Geodetic Survey in June 1991..
 QX0184
 QX0184.The geoid height was determined by GEOID03.
 QX0184
 QX0184.The dynamic height is computed by dividing the NAVD 88
 QX0184.geopotential number by the normal gravity value computed on the
 QX0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0184.degrees latitude (g = 980.6199 gals.).
 QX0184
 QX0184.The modeled gravity was interpolated from observed gravity values.
 QX0184.The observed gravity was obtained from relative gravimeter ties
 QX0184.to the IGSN71 gravity network.
 QX0184
 QX0184;                    North         East    Units  Estimated Accuracy
 QX0184;SPC MT       -   183,530.      449,700.      MT  (+/- 180 meters Scaled)
 QX0184
 QX0184                          SUPERSEDED SURVEY CONTROL
 QX0184
 QX0184  NGVD 29 (??/??/92) 1251.034  (m)         4104.43   (f) ADJ UNCH    1 2
 QX0184
 QX0184.Superseded values are not recommended for survey control.
 QX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0184.See file dsdata.txt to determine how the superseded data were derived.
 QX0184
 QX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR660813(NAD 83)
 QX0184_MARKER: DB = BENCH MARK DISK
 QX0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0184_SP_SET: COLUMN
 QX0184_STAMPING: E 497 1957
 QX0184_MARK LOGO: CGS   
 QX0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0184
 QX0184  HISTORY     - Date     Condition        Report By
 QX0184  HISTORY     - 1957     MONUMENTED       CGS
 QX0184  HISTORY     - 1958     GOOD             NGS
 QX0184  HISTORY     - 1982     GOOD             NGS
 QX0184
 QX0184                          STATION DESCRIPTION
 QX0184
 QX0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0184'0.5 MI W FROM LOGAN.
 QX0184'ABOUT 0.5 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0184'STATION AT LOGAN, IN SECTION 35, T 2 N, R 2 E, SET VERTICALLY IN THE
 QX0184'SOUTH FACE OF THE EAST ONE OF THE NORTH ROW OF CONCRETE COLUMNS OF THE
 QX0184'U. S. HIGHWAY 10 OVERPASS, 12 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 QX0184'2 1/2 FEET ABOVE THE GROUND.
 QX0184
 QX0184                          STATION RECOVERY (1982)
 QX0184
 QX0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0184'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0184'7.3 KM (4.55 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QX0184'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE NORTHEAST EDGE OF THREE
 QX0184'FORKS, SET VERTICALLY IN THE SOUTH FACE OF THE MOST EASTERLY 1 OF 3
 QX0184'PIERS OF THE U. S. HIGHWAY 10 OVERPASS AND 3.7 METERS (12.1 FT) NORTH
 QX0184'OF THE NEAR RAIL.
 QX0184'THE MARK IS 0.8 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0400 ***********************************************************************
 QX0400  DESIGNATION -  E 498
 QX0400  PID         -  QX0400
 QX0400  STATE/COUNTY-  MT/GALLATIN
 QX0400  USGS QUAD   -  WILLOW CREEK (1987)
 QX0400
 QX0400                         *CURRENT SURVEY CONTROL
 QX0400  ___________________________________________________________________
 QX0400* NAD 83(1986)-  45 47 50.     (N)    111 41 54.     (W)     SCALED    
 QX0400* NAVD 88     -      1270.212  (meters)    4167.35   (feet)  ADJUSTED  
 QX0400  ___________________________________________________________________
 QX0400  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 QX0400  DYNAMIC HT  -        1269.858 (meters)    4166.19  (feet)  COMP
 QX0400  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 QX0400
 QX0400  VERT ORDER  -  FIRST     CLASS II
 QX0400
 QX0400.The horizontal coordinates were scaled from a topographic map and have
 QX0400.an estimated accuracy of +/- 6 seconds.
 QX0400
 QX0400.The orthometric height was determined by differential leveling
 QX0400.and adjusted by the National Geodetic Survey in June 1991..
 QX0400
 QX0400.The geoid height was determined by GEOID03.
 QX0400
 QX0400.The dynamic height is computed by dividing the NAVD 88
 QX0400.geopotential number by the normal gravity value computed on the
 QX0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0400.degrees latitude (g = 980.6199 gals.).
 QX0400
 QX0400.The modeled gravity was interpolated from observed gravity values.
 QX0400
 QX0400;                    North         East    Units  Estimated Accuracy
 QX0400;SPC MT       -   174,350.      429,180.      MT  (+/- 180 meters Scaled)
 QX0400
 QX0400                          SUPERSEDED SURVEY CONTROL
 QX0400
 QX0400  NGVD 29 (08/20/92) 1269.175  (m)         4163.95   (f) ADJUSTED    1 2
 QX0400
 QX0400.Superseded values are not recommended for survey control.
 QX0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0400.See file dsdata.txt to determine how the superseded data were derived.
 QX0400
 QX0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR457717(NAD 83)
 QX0400_MARKER: DB = BENCH MARK DISK
 QX0400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0400_SP_SET: SHALLOW-SET PIPE
 QX0400_STAMPING: E 498 1957
 QX0400_MARK LOGO: CGS   
 QX0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0400
 QX0400  HISTORY     - Date     Condition        Report By
 QX0400  HISTORY     - 1957     MONUMENTED       CGS
 QX0400  HISTORY     - 1958     GOOD             NGS
 QX0400  HISTORY     - 1987     GOOD             NGS
 QX0400
 QX0400                          STATION DESCRIPTION
 QX0400
 QX0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0400'3.4 MI SW FROM WILLOW CREEK.
 QX0400'ABOUT 3.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0400'STATION AT WILLOW CREEK, IN SECTION 35, T 1 N, R 1 W, ABOUT 3.35 MILES
 QX0400'EAST OF SAPPINGTON, 125 1/2 FEET NORTH OF MILEPOST 16, 28 FEET
 QX0400'NORTHWEST OF THE NORTHWEST RAIL, 11 FEET NORTHEAST OF A TELEPHONE
 QX0400'POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 QX0400'WITH THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1
 QX0400'FOOT.
 QX0400
 QX0400                          STATION RECOVERY (1987)
 QX0400
 QX0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0400'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE
 QX0400'ABOUT 3.35 MILES EAST OF SAPPINGTON, AND 11 FEET NORTHEAST OF A
 QX0400'TELEPHONE POLE.  ADD--14.6 M (47.9 FT) EAST OF A UTILITY POLE WITH 2
 QX0400'GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0416 ***********************************************************************
 TN0416  DESIGNATION -  E 499
 TN0416  PID         -  TN0416
 TN0416  STATE/COUNTY-  MT/FLATHEAD
 TN0416  USGS QUAD   -  HUNGRY HORSE (1994)
 TN0416
 TN0416                         *CURRENT SURVEY CONTROL
 TN0416  ___________________________________________________________________
 TN0416* NAD 83(1986)-  48 23 07.     (N)    114 06 26.     (W)     SCALED    
 TN0416* NAVD 88     -       925.056  (meters)    3034.95   (feet)  ADJUSTED  
 TN0416  ___________________________________________________________________
 TN0416  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 TN0416  DYNAMIC HT  -         925.053 (meters)    3034.94  (feet)  COMP
 TN0416  MODELED GRAV-     980,577.2   (mgal)                       NAVD 88
 TN0416
 TN0416  VERT ORDER  -  FIRST     CLASS II
 TN0416
 TN0416.The horizontal coordinates were scaled from a topographic map and have
 TN0416.an estimated accuracy of +/- 6 seconds.
 TN0416
 TN0416.The orthometric height was determined by differential leveling
 TN0416.and adjusted by the National Geodetic Survey in June 1991..
 TN0416
 TN0416.The geoid height was determined by GEOID03.
 TN0416
 TN0416.The dynamic height is computed by dividing the NAVD 88
 TN0416.geopotential number by the normal gravity value computed on the
 TN0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0416.degrees latitude (g = 980.6199 gals.).
 TN0416
 TN0416.The modeled gravity was interpolated from observed gravity values.
 TN0416
 TN0416;                    North         East    Units  Estimated Accuracy
 TN0416;SPC MT       -   469,550.      259,060.      MT  (+/- 180 meters Scaled)
 TN0416
 TN0416                          SUPERSEDED SURVEY CONTROL
 TN0416
 TN0416.No superseded survey control is available for this station.
 TN0416
 TN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP141631(NAD 83)
 TN0416_MARKER: DB = BENCH MARK DISK
 TN0416_SETTING: 66 = SET IN ROCK OUTCROP
 TN0416_SP_SET: ROCK OUTCROP
 TN0416_STAMPING: E 499 1979
 TN0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0416+STABILITY: POSITION/ELEVATION WELL
 TN0416
 TN0416  HISTORY     - Date     Condition        Report By
 TN0416  HISTORY     - 1979     MONUMENTED       NGS
 TN0416
 TN0416                          STATION DESCRIPTION
 TN0416
 TN0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0416'2.5 MI NE FROM COLUMBIA FALLS.
 TN0416'2.5 MILES NORTHEAST ALONG U. S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TN0416'HIGHWAY 40 AT COLUMBIA FALLS, AT THE WEST END AND ACROSS THE HIGHWAY
 TN0416'FROM A SMALL REST AREA, ON A POINT OF ROCK THAT EXTENDS INTO THE
 TN0416'FLATHEAD RIVER, 83 FEET EAST OF POWERLINE POLE NO. 121943, 70 FEET
 TN0416'WEST OF POWERLINE POLE NO. 122940 AND 45.5 FEET NORTH OF THE
 TN0416'CENTERLINE OF HIGHWAY 2.
 TN0416'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TN0416'THE MARK IS ABOVE LEVEL WITH HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0154 ***********************************************************************
 QX0154  DESIGNATION -  E 5
 QX0154  PID         -  QX0154
 QX0154  STATE/COUNTY-  MT/PARK
 QX0154  USGS QUAD   -  LIVINGSTON (1951)
 QX0154
 QX0154                         *CURRENT SURVEY CONTROL
 QX0154  ___________________________________________________________________
 QX0154* NAD 83(1986)-  45 40 57.     (N)    110 31 05.     (W)     SCALED    
 QX0154* NAVD 88     -      1356.991  (meters)    4452.06   (feet)  ADJUSTED  
 QX0154  ___________________________________________________________________
 QX0154  GEOID HEIGHT-         -10.52  (meters)                     GEOID03
 QX0154  DYNAMIC HT  -        1356.524 (meters)    4450.53  (feet)  COMP
 QX0154  MODELED GRAV-     980,225.3   (mgal)                       NAVD 88
 QX0154
 QX0154  VERT ORDER  -  FIRST     CLASS II
 QX0154
 QX0154.The horizontal coordinates were scaled from a topographic map and have
 QX0154.an estimated accuracy of +/- 6 seconds.
 QX0154
 QX0154.The orthometric height was determined by differential leveling
 QX0154.and adjusted by the National Geodetic Survey in June 1991..
 QX0154
 QX0154.The geoid height was determined by GEOID03.
 QX0154
 QX0154.The dynamic height is computed by dividing the NAVD 88
 QX0154.geopotential number by the normal gravity value computed on the
 QX0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0154.degrees latitude (g = 980.6199 gals.).
 QX0154
 QX0154.The modeled gravity was interpolated from observed gravity values.
 QX0154
 QX0154;                    North         East    Units  Estimated Accuracy
 QX0154;SPC MT       -   159,720.      520,720.      MT  (+/- 180 meters Scaled)
 QX0154
 QX0154                          SUPERSEDED SURVEY CONTROL
 QX0154
 QX0154  NGVD 29 (??/??/92) 1355.859  (m)         4448.35   (f) ADJ UNCH    1 2
 QX0154
 QX0154.Superseded values are not recommended for survey control.
 QX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0154.See file dsdata.txt to determine how the superseded data were derived.
 QX0154
 QX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR375588(NAD 83)
 QX0154_MARKER: P = PIPE CAP
 QX0154_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0154_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QX0154_STAMPING: E 5 1907 4448.347
 QX0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0154
 QX0154  HISTORY     - Date     Condition        Report By
 QX0154  HISTORY     - 1907     MONUMENTED       CGS
 QX0154  HISTORY     - 1958     GOOD             NGS
 QX0154  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0154
 QX0154                          STATION DESCRIPTION
 QX0154
 QX0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0154'2.6 MI NE FROM LIVINGSTON.
 QX0154'ABOUT 2.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0154'STATION AT LIVINGSTON, IN SECTION 8, T 2 S, R 10 E, 25 1/2 FEET EAST
 QX0154'OF THE 8TH POLE NORTHEAST OF MILEPOST 113, 74 FEET SOUTHEAST OF THE
 QX0154'SOUTHEAST RAIL, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION OF A GRAVEL
 QX0154'ROAD, 123 FEET NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 10, 1
 QX0154'FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ON THE TOP OF A
 QX0154'3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  1907 WAS STAMPED BY THIS
 QX0154'PARTY.
 QX0154
 QX0154                          STATION RECOVERY (1982)
 QX0154
 QX0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0751 ***********************************************************************
 QX0751  DESIGNATION -  E 5 RESET
 QX0751  PID         -  QX0751
 QX0751  STATE/COUNTY-  MT/PARK
 QX0751  USGS QUAD   -  LIVINGSTON (1951)
 QX0751
 QX0751                         *CURRENT SURVEY CONTROL
 QX0751  ___________________________________________________________________
 QX0751* NAD 83(1986)-  45 40 57.     (N)    110 31 05.     (W)     SCALED    
 QX0751* NAVD 88     -      1356.97   (meters)    4452.0    (feet)  RESET     
 QX0751  ___________________________________________________________________
 QX0751  GEOID HEIGHT-         -10.52  (meters)                     GEOID03
 QX0751
 QX0751  VERT ORDER  -  THIRD
 QX0751
 QX0751.The horizontal coordinates were scaled from a topographic map and have
 QX0751.an estimated accuracy of +/- 6 seconds.
 QX0751
 QX0751.The orthometric height was computed from unverified reset data.
 QX0751.No vertical observational check was made to the station.
 QX0751
 QX0751.The geoid height was determined by GEOID03.
 QX0751
 QX0751;                    North         East    Units  Estimated Accuracy
 QX0751;SPC MT       -   159,720.      520,720.      MT  (+/- 180 meters Scaled)
 QX0751
 QX0751                          SUPERSEDED SURVEY CONTROL
 QX0751
 QX0751  NGVD 29 (03/30/06) 1355.84   (m)         4448.3    (f) RESET       3  
 QX0751
 QX0751.Superseded values are not recommended for survey control.
 QX0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0751.See file dsdata.txt to determine how the superseded data were derived.
 QX0751
 QX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR375588(NAD 83)
 QX0751_MARKER: DV = VERTICAL CONTROL DISK
 QX0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0751_SP_SET: CONCRETE POST
 QX0751_STAMPING: E 5 RESET 1984
 QX0751_MARK LOGO: NGS   
 QX0751_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0751+STABILITY: SURFACE MOTION
 QX0751
 QX0751  HISTORY     - Date     Condition        Report By
 QX0751  HISTORY     - 1984     MONUMENTED       NGS
 QX0751
 QX0751                          STATION DESCRIPTION
 QX0751
 QX0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QX0751'4.35 KM (2.70 MI) NORTHEAST ALONG BUSINESS ROUTE 90 FROM THE JUNCTION
 QX0751'OF MAIN STREET IN LIVINGSTON, TO A SIDE ROAD LEFT AND THE MARK IN
 QX0751'SECTION 8, T2S R10E, 36.6 M (120.1 FT) NORTHWEST OF THE CENTER OF
 QX0751'THE HIGHWAY, 23.2 M (76.1 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 25 M
 QX0751'(82.0 FT) EAST OF THE CENTER OF THE ROAD LEAVING NORTHWEST, 0.6 M
 QX0751'(2.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0257 ***********************************************************************
 SR0257  DESIGNATION -  E 5 S
 SR0257  PID         -  SR0257
 SR0257  STATE/COUNTY-  MT/FERGUS
 SR0257  USGS QUAD   -  THE HORSE RANCH (1985)
 SR0257
 SR0257                         *CURRENT SURVEY CONTROL
 SR0257  ___________________________________________________________________
 SR0257* NAD 83(1986)-  47 29 51.     (N)    109 14 06.     (W)     SCALED    
 SR0257* NAVD 88     -      1064.618  (meters)    3492.83   (feet)  ADJUSTED  
 SR0257  ___________________________________________________________________
 SR0257  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SR0257  DYNAMIC HT  -        1064.582 (meters)    3492.72  (feet)  COMP
 SR0257  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 SR0257
 SR0257  VERT ORDER  -  FIRST     CLASS II
 SR0257
 SR0257.The horizontal coordinates were scaled from a topographic map and have
 SR0257.an estimated accuracy of +/- 6 seconds.
 SR0257
 SR0257.The orthometric height was determined by differential leveling
 SR0257.and adjusted by the National Geodetic Survey in June 1991..
 SR0257
 SR0257.The geoid height was determined by GEOID03.
 SR0257
 SR0257.The dynamic height is computed by dividing the NAVD 88
 SR0257.geopotential number by the normal gravity value computed on the
 SR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0257.degrees latitude (g = 980.6199 gals.).
 SR0257
 SR0257.The modeled gravity was interpolated from observed gravity values.
 SR0257
 SR0257;                    North         East    Units  Estimated Accuracy
 SR0257;SPC MT       -   360,890.      619,960.      MT  (+/- 180 meters Scaled)
 SR0257
 SR0257                          SUPERSEDED SURVEY CONTROL
 SR0257
 SR0257  NGVD 29 (??/??/92) 1063.816  (m)         3490.20   (f) ADJ UNCH    1 2
 SR0257
 SR0257.Superseded values are not recommended for survey control.
 SR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0257.See file dsdata.txt to determine how the superseded data were derived.
 SR0257
 SR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT329619(NAD 83)
 SR0257_MARKER: DS = TRIANGULATION STATION DISK
 SR0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0257_STAMPING: E 5 S 1961
 SR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0257+STABILITY: SURFACE MOTION
 SR0257
 SR0257  HISTORY     - Date     Condition        Report By
 SR0257  HISTORY     - 1961     MONUMENTED       CGS
 SR0257
 SR0257                          STATION DESCRIPTION
 SR0257
 SR0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0257'9.8 MI SE FROM WINIFRED.
 SR0257'ABOUT 3.75 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0257'PACIFIC RAILROAD FROM THE STATION AT WINIFRED, THENCE 5.15 MILES EAST
 SR0257'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, IN
 SR0257'SECTION 13, T 20 N, R 19 E, 507 FEET WEST OF THE CENTER LINE OF THE
 SR0257'ROAD, ON THE CREST OF A GRASSY KNOLL, 469 FEET WEST OF A FENCE, 40.4
 SR0257'FEET SOUTH OF E 5 S R.M. 1, 31.0 FEET WEST-SOUTHWEST OF E 5 S R.M. 2,
 SR0257'6.3 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0257'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0258 ***********************************************************************
 SR0258  DESIGNATION -  E 5 S RM 1
 SR0258  PID         -  SR0258
 SR0258  STATE/COUNTY-  MT/FERGUS
 SR0258  USGS QUAD   -  THE HORSE RANCH (1985)
 SR0258
 SR0258                         *CURRENT SURVEY CONTROL
 SR0258  ___________________________________________________________________
 SR0258* NAD 83(1986)-  47 29 50.     (N)    109 14 06.     (W)     SCALED    
 SR0258* NAVD 88     -      1063.435  (meters)    3488.95   (feet)  ADJUSTED  
 SR0258  ___________________________________________________________________
 SR0258  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SR0258  DYNAMIC HT  -        1063.399 (meters)    3488.83  (feet)  COMP
 SR0258  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 SR0258
 SR0258  VERT ORDER  -  FIRST     CLASS II
 SR0258
 SR0258.The horizontal coordinates were scaled from a topographic map and have
 SR0258.an estimated accuracy of +/- 6 seconds.
 SR0258
 SR0258.The orthometric height was determined by differential leveling
 SR0258.and adjusted by the National Geodetic Survey in June 1991..
 SR0258
 SR0258.The geoid height was determined by GEOID03.
 SR0258
 SR0258.The dynamic height is computed by dividing the NAVD 88
 SR0258.geopotential number by the normal gravity value computed on the
 SR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0258.degrees latitude (g = 980.6199 gals.).
 SR0258
 SR0258.The modeled gravity was interpolated from observed gravity values.
 SR0258
 SR0258;                    North         East    Units  Estimated Accuracy
 SR0258;SPC MT       -   360,860.      619,960.      MT  (+/- 180 meters Scaled)
 SR0258
 SR0258                          SUPERSEDED SURVEY CONTROL
 SR0258
 SR0258  NGVD 29 (??/??/92) 1062.632  (m)         3486.32   (f) ADJ UNCH    1 2
 SR0258
 SR0258.Superseded values are not recommended for survey control.
 SR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0258.See file dsdata.txt to determine how the superseded data were derived.
 SR0258
 SR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT329619(NAD 83)
 SR0258_MARKER: DR = REFERENCE MARK DISK
 SR0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0258_STAMPING: E 5 S NO 1 1961
 SR0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0258+STABILITY: SURFACE MOTION
 SR0258
 SR0258  HISTORY     - Date     Condition        Report By
 SR0258  HISTORY     - 1961     MONUMENTED       CGS
 SR0258
 SR0258                          STATION DESCRIPTION
 SR0258
 SR0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0258'9.8 MI SE FROM WINIFRED.
 SR0258'ABOUT 3.75 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0258'PACIFIC RAILROAD FROM THE STATION AT WINIFRED, THENCE 5.15 MILES EAST
 SR0258'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, IN
 SR0258'SECTION 13, T 20 N, R 19 E, 508 FEET WEST OF THE CENTER LINE OF THE
 SR0258'ROAD, 40.4 FEET NORTH OF E 5 S 1961, 46.7 FEET NORTH OF A METAL
 SR0258'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF E 5 S 1961, AND SET IN
 SR0258'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0256 ***********************************************************************
 SR0256  DESIGNATION -  E 5 S RM 2
 SR0256  PID         -  SR0256
 SR0256  STATE/COUNTY-  MT/FERGUS
 SR0256  USGS QUAD   -  THE HORSE RANCH (1985)
 SR0256
 SR0256                         *CURRENT SURVEY CONTROL
 SR0256  ___________________________________________________________________
 SR0256* NAD 83(1986)-  47 29 51.     (N)    109 14 05.     (W)     SCALED    
 SR0256* NAVD 88     -      1063.894  (meters)    3490.46   (feet)  ADJUSTED  
 SR0256  ___________________________________________________________________
 SR0256  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SR0256  DYNAMIC HT  -        1063.858 (meters)    3490.34  (feet)  COMP
 SR0256  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 SR0256
 SR0256  VERT ORDER  -  FIRST     CLASS II
 SR0256
 SR0256.The horizontal coordinates were scaled from a topographic map and have
 SR0256.an estimated accuracy of +/- 6 seconds.
 SR0256
 SR0256.The orthometric height was determined by differential leveling
 SR0256.and adjusted by the National Geodetic Survey in June 1991..
 SR0256
 SR0256.The geoid height was determined by GEOID03.
 SR0256
 SR0256.The dynamic height is computed by dividing the NAVD 88
 SR0256.geopotential number by the normal gravity value computed on the
 SR0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0256.degrees latitude (g = 980.6199 gals.).
 SR0256
 SR0256.The modeled gravity was interpolated from observed gravity values.
 SR0256
 SR0256;                    North         East    Units  Estimated Accuracy
 SR0256;SPC MT       -   360,890.      619,980.      MT  (+/- 180 meters Scaled)
 SR0256
 SR0256                          SUPERSEDED SURVEY CONTROL
 SR0256
 SR0256  NGVD 29 (??/??/92) 1063.091  (m)         3487.82   (f) ADJ UNCH    1 2
 SR0256
 SR0256.Superseded values are not recommended for survey control.
 SR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0256.See file dsdata.txt to determine how the superseded data were derived.
 SR0256
 SR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT329619(NAD 83)
 SR0256_MARKER: DR = REFERENCE MARK DISK
 SR0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0256_STAMPING: E 5 S NO 2 1961
 SR0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0256+STABILITY: SURFACE MOTION
 SR0256
 SR0256  HISTORY     - Date     Condition        Report By
 SR0256  HISTORY     - 1961     MONUMENTED       CGS
 SR0256
 SR0256                          STATION DESCRIPTION
 SR0256
 SR0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0256'9.8 MI SE FROM WINIFRED.
 SR0256'ABOUT 3.75 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0256'PACIFIC RAILROAD FROM THE STATION AT WINIFRED, THENCE 5.15 MILES EAST
 SR0256'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, IN
 SR0256'SECTION 13, T 20 N, R 19 E, 476 FEET WEST OF THE CENTER LINE OF THE
 SR0256'ROAD, 438 FEET WEST OF A FENCE, 31.0 FEET EAST-NORTHEAST OF E 5 S
 SR0256'1961, 33.0 FEET EAST-NORTHEAST OF A METAL WITNESS POST, AND SET IN THE
 SR0256'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0260 ***********************************************************************
 SR0260  DESIGNATION -  E 5 T
 SR0260  PID         -  SR0260
 SR0260  STATE/COUNTY-  MT/FERGUS
 SR0260  USGS QUAD   -  THE HORSE RANCH (1985)
 SR0260
 SR0260                         *CURRENT SURVEY CONTROL
 SR0260  ___________________________________________________________________
 SR0260* NAD 83(1986)-  47 29 43.     (N)    109 13 46.     (W)     SCALED    
 SR0260* NAVD 88     -      1067.919  (meters)    3503.66   (feet)  ADJUSTED  
 SR0260  ___________________________________________________________________
 SR0260  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 SR0260  DYNAMIC HT  -        1067.883 (meters)    3503.55  (feet)  COMP
 SR0260  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 SR0260
 SR0260  VERT ORDER  -  FIRST     CLASS II
 SR0260
 SR0260.The horizontal coordinates were scaled from a topographic map and have
 SR0260.an estimated accuracy of +/- 6 seconds.
 SR0260
 SR0260.The orthometric height was determined by differential leveling
 SR0260.and adjusted by the National Geodetic Survey in June 1991..
 SR0260
 SR0260.The geoid height was determined by GEOID03.
 SR0260
 SR0260.The dynamic height is computed by dividing the NAVD 88
 SR0260.geopotential number by the normal gravity value computed on the
 SR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0260.degrees latitude (g = 980.6199 gals.).
 SR0260
 SR0260.The modeled gravity was interpolated from observed gravity values.
 SR0260
 SR0260;                    North         East    Units  Estimated Accuracy
 SR0260;SPC MT       -   360,640.      620,380.      MT  (+/- 180 meters Scaled)
 SR0260
 SR0260                          SUPERSEDED SURVEY CONTROL
 SR0260
 SR0260  NGVD 29 (??/??/92) 1067.117  (m)         3501.03   (f) ADJ UNCH    1 2
 SR0260
 SR0260.Superseded values are not recommended for survey control.
 SR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0260.See file dsdata.txt to determine how the superseded data were derived.
 SR0260
 SR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT333617(NAD 83)
 SR0260_MARKER: DS = TRIANGULATION STATION DISK
 SR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0260_STAMPING: E 5 T 1961
 SR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0260+STABILITY: SURFACE MOTION
 SR0260
 SR0260  HISTORY     - Date     Condition        Report By
 SR0260  HISTORY     - 1961     MONUMENTED       CGS
 SR0260
 SR0260                          STATION DESCRIPTION
 SR0260
 SR0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0260'10.05 MI SE FROM WINIFRED.
 SR0260'ABOUT 3.75 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0260'PACIFIC RAILROAD FROM THE STATION AT WINIFRED, THENCE 5.15 MILES EAST
 SR0260'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD,
 SR0260'THENCE 0.25 MILE SOUTHEAST ALONG A TRAIL ROAD TO THE CREST OF A GRASSY
 SR0260'KNOLL, IN SECTION 18, T 20 N, R 20 E, 69 FEET NORTHEAST OF THE CENTER
 SR0260'LINE OF THE TRAIL ROAD, 34.2 FEET NORTH-NORTHEAST OF E 5 T R.M. 1,
 SR0260'32.5 FEET EAST OF E 5 T R.M. 2, 4.0 FEET NORTHWEST OF A METAL WITNESS
 SR0260'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0261 ***********************************************************************
 SR0261  DESIGNATION -  E 5 T RM 1
 SR0261  PID         -  SR0261
 SR0261  STATE/COUNTY-  MT/FERGUS
 SR0261  USGS QUAD   -  THE HORSE RANCH (1985)
 SR0261
 SR0261                         *CURRENT SURVEY CONTROL
 SR0261  ___________________________________________________________________
 SR0261* NAD 83(1986)-  47 29 42.     (N)    109 13 46.     (W)     SCALED    
 SR0261* NAVD 88     -      1067.634  (meters)    3502.73   (feet)  ADJUSTED  
 SR0261  ___________________________________________________________________
 SR0261  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 SR0261  DYNAMIC HT  -        1067.598 (meters)    3502.61  (feet)  COMP
 SR0261  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 SR0261
 SR0261  VERT ORDER  -  FIRST     CLASS II
 SR0261
 SR0261.The horizontal coordinates were scaled from a topographic map and have
 SR0261.an estimated accuracy of +/- 6 seconds.
 SR0261
 SR0261.The orthometric height was determined by differential leveling
 SR0261.and adjusted by the National Geodetic Survey in June 1991..
 SR0261
 SR0261.The geoid height was determined by GEOID03.
 SR0261
 SR0261.The dynamic height is computed by dividing the NAVD 88
 SR0261.geopotential number by the normal gravity value computed on the
 SR0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0261.degrees latitude (g = 980.6199 gals.).
 SR0261
 SR0261.The modeled gravity was interpolated from observed gravity values.
 SR0261
 SR0261;                    North         East    Units  Estimated Accuracy
 SR0261;SPC MT       -   360,610.      620,380.      MT  (+/- 180 meters Scaled)
 SR0261
 SR0261                          SUPERSEDED SURVEY CONTROL
 SR0261
 SR0261  NGVD 29 (??/??/92) 1066.832  (m)         3500.10   (f) ADJ UNCH    1 2
 SR0261
 SR0261.Superseded values are not recommended for survey control.
 SR0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0261.See file dsdata.txt to determine how the superseded data were derived.
 SR0261
 SR0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT333616(NAD 83)
 SR0261_MARKER: DR = REFERENCE MARK DISK
 SR0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0261_STAMPING: E 5 T NO 1 1961
 SR0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0261+STABILITY: SURFACE MOTION
 SR0261
 SR0261  HISTORY     - Date     Condition        Report By
 SR0261  HISTORY     - 1961     MONUMENTED       CGS
 SR0261
 SR0261                          STATION DESCRIPTION
 SR0261
 SR0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0261'10.05 MI SE FROM WINIFRED.
 SR0261'ABOUT 3.75 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0261'PACIFIC RAILROAD FROM THE STATION AT WINIFRED, THENCE 5.15 MILES EAST
 SR0261'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD,
 SR0261'THENCE 0.25 MILE SOUTHEAST ALONG A TRAIL ROAD TO THE CREST OF A GRASSY
 SR0261'KNOLL, IN SECTION 18, T 20 N, R 20 E, 35 FEET NORTHEAST OF THE CENTER
 SR0261'LINE OF THE TRAIL ROAD, 34.2 FEET SOUTH-SOUTHWEST OF E 5 T 1961, 33.8
 SR0261'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 SR0261'THE LEVEL OF E 5 T 1961, AND SET IN THE TOP OF A CONCRETE POST
 SR0261'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0259 ***********************************************************************
 SR0259  DESIGNATION -  E 5 T RM 2
 SR0259  PID         -  SR0259
 SR0259  STATE/COUNTY-  MT/FERGUS
 SR0259  USGS QUAD   -  THE HORSE RANCH (1985)
 SR0259
 SR0259                         *CURRENT SURVEY CONTROL
 SR0259  ___________________________________________________________________
 SR0259* NAD 83(1986)-  47 29 42.     (N)    109 13 46.     (W)     SCALED    
 SR0259* NAVD 88     -      1067.323  (meters)    3501.71   (feet)  ADJUSTED  
 SR0259  ___________________________________________________________________
 SR0259  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 SR0259  DYNAMIC HT  -        1067.286 (meters)    3501.59  (feet)  COMP
 SR0259  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 SR0259
 SR0259  VERT ORDER  -  FIRST     CLASS II
 SR0259
 SR0259.The horizontal coordinates were scaled from a topographic map and have
 SR0259.an estimated accuracy of +/- 6 seconds.
 SR0259
 SR0259.The orthometric height was determined by differential leveling
 SR0259.and adjusted by the National Geodetic Survey in June 1991..
 SR0259
 SR0259.The geoid height was determined by GEOID03.
 SR0259
 SR0259.The dynamic height is computed by dividing the NAVD 88
 SR0259.geopotential number by the normal gravity value computed on the
 SR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0259.degrees latitude (g = 980.6199 gals.).
 SR0259
 SR0259.The modeled gravity was interpolated from observed gravity values.
 SR0259
 SR0259;                    North         East    Units  Estimated Accuracy
 SR0259;SPC MT       -   360,610.      620,380.      MT  (+/- 180 meters Scaled)
 SR0259
 SR0259                          SUPERSEDED SURVEY CONTROL
 SR0259
 SR0259  NGVD 29 (??/??/92) 1066.521  (m)         3499.08   (f) ADJ UNCH    1 2
 SR0259
 SR0259.Superseded values are not recommended for survey control.
 SR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0259.See file dsdata.txt to determine how the superseded data were derived.
 SR0259
 SR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT333616(NAD 83)
 SR0259_MARKER: DR = REFERENCE MARK DISK
 SR0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0259_STAMPING: E 5 T NO 2 1961
 SR0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0259+STABILITY: SURFACE MOTION
 SR0259
 SR0259  HISTORY     - Date     Condition        Report By
 SR0259  HISTORY     - 1961     MONUMENTED       CGS
 SR0259
 SR0259                          STATION DESCRIPTION
 SR0259
 SR0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0259'10.05 MI SE FROM WINIFRED.
 SR0259'ABOUT 3.75 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0259'PACIFIC RAILROAD FROM THE STATION AT WINIFRED, THENCE 5.15 MILES EAST
 SR0259'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD,
 SR0259'THENCE 0.25 MILE SOUTHEAST ALONG A TRAIL ROAD TO THE CREST OF A GRASSY
 SR0259'KNOLL, IN SECTION 18, T 20 N, R 20 E, 32.5 FEET WEST OF E 5 T 1961,
 SR0259'ABOUT 3 FEET BELOW THE LEVEL OF E 5 T 1961, AND SET IN THE TOP OF A
 SR0259'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0340 ***********************************************************************
 TN0340  DESIGNATION -  E 50
 TN0340  PID         -  TN0340
 TN0340  STATE/COUNTY-  MT/LINCOLN
 TN0340  USGS QUAD   -  SCENERY MOUNTAIN (1983)
 TN0340
 TN0340                         *CURRENT SURVEY CONTROL
 TN0340  ___________________________________________________________________
 TN0340* NAD 83(1986)-  48 26 01.     (N)    115 38 05.     (W)     SCALED    
 TN0340* NAVD 88     -       624.039  (meters)    2047.37   (feet)  ADJUSTED  
 TN0340  ___________________________________________________________________
 TN0340  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TN0340  DYNAMIC HT  -         624.079 (meters)    2047.50  (feet)  COMP
 TN0340  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 TN0340
 TN0340  VERT ORDER  -  FIRST     CLASS II
 TN0340
 TN0340.The horizontal coordinates were scaled from a topographic map and have
 TN0340.an estimated accuracy of +/- 6 seconds.
 TN0340
 TN0340.The orthometric height was determined by differential leveling
 TN0340.and adjusted by the National Geodetic Survey in June 1991..
 TN0340
 TN0340.The geoid height was determined by GEOID03.
 TN0340
 TN0340.The dynamic height is computed by dividing the NAVD 88
 TN0340.geopotential number by the normal gravity value computed on the
 TN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0340.degrees latitude (g = 980.6199 gals.).
 TN0340
 TN0340.The modeled gravity was interpolated from observed gravity values.
 TN0340
 TN0340;                    North         East    Units  Estimated Accuracy
 TN0340;SPC MT       -   482,660.      146,640.      MT  (+/- 180 meters Scaled)
 TN0340
 TN0340                          SUPERSEDED SURVEY CONTROL
 TN0340
 TN0340  NGVD 29 (??/??/92)  622.858  (m)         2043.49   (f) ADJ UNCH    1 2
 TN0340
 TN0340.Superseded values are not recommended for survey control.
 TN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0340.See file dsdata.txt to determine how the superseded data were derived.
 TN0340
 TN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP009653(NAD 83)
 TN0340_MARKER: DB = BENCH MARK DISK
 TN0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0340_STAMPING: E 50 1933
 TN0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0340+STABILITY: SURFACE MOTION
 TN0340
 TN0340  HISTORY     - Date     Condition        Report By
 TN0340  HISTORY     - 1933     MONUMENTED       CGS
 TN0340  HISTORY     - 1971     MARK NOT FOUND   BPR
 TN0340  HISTORY     - 1980     MARK NOT FOUND   NGS
 TN0340  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 TN0340
 TN0340                          STATION DESCRIPTION
 TN0340
 TN0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TN0340'5.0 MI W FROM LIBBY.
 TN0340'5.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0340'LIBBY, LINCOLN COUNTY, 1500 FEET EAST OF MILEPOST 1341, 700 FEET EAST
 TN0340'OF TWO 10-INCH PIPES USED AS CONTAINERS OF SIGNAL DEVICES, AND 32 FEET
 TN0340'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED E 50 1933 AND SET IN THE
 TN0340'TOP OF A CONCRETE POST.
 TN0340
 TN0340                          STATION RECOVERY (1971)
 TN0340
 TN0340'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0340'MARK NOT FOUND.
 TN0340
 TN0340                          STATION RECOVERY (1980)
 TN0340
 TN0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0340'BENCH MARK WAS SEARCHED FOR ON THIS DTAE BUT NOT RECOVERED.
 TN0340'NOTE-THE MEASRUMENTS PLACE THIS MARK IN A DEEP DITCH SOUTH OF
 TN0340'THE TRACKS, MARK IS PRESUMED DESTROYED.
 TN0340
 TN0340                          STATION RECOVERY (1981)
 TN0340
 TN0340'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TN0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0754 ***********************************************************************
 TM0754  DESIGNATION -  E 500
 TM0754  PID         -  TM0754
 TM0754  STATE/COUNTY-  MT/FLATHEAD
 TM0754  USGS QUAD   -  NYACK (1994)
 TM0754
 TM0754                         *CURRENT SURVEY CONTROL
 TM0754  ___________________________________________________________________
 TM0754* NAD 83(1986)-  48 25 28.     (N)    113 47 22.     (W)     SCALED    
 TM0754* NAVD 88     -      1034.954  (meters)    3395.51   (feet)  ADJUSTED  
 TM0754  ___________________________________________________________________
 TM0754  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 TM0754  DYNAMIC HT  -        1034.929 (meters)    3395.43  (feet)  COMP
 TM0754  MODELED GRAV-     980,552.3   (mgal)                       NAVD 88
 TM0754
 TM0754  VERT ORDER  -  FIRST     CLASS II
 TM0754
 TM0754.The horizontal coordinates were scaled from a topographic map and have
 TM0754.an estimated accuracy of +/- 6 seconds.
 TM0754
 TM0754.The orthometric height was determined by differential leveling
 TM0754.and adjusted by the National Geodetic Survey in June 1991..
 TM0754
 TM0754.The geoid height was determined by GEOID03.
 TM0754
 TM0754.The dynamic height is computed by dividing the NAVD 88
 TM0754.geopotential number by the normal gravity value computed on the
 TM0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0754.degrees latitude (g = 980.6199 gals.).
 TM0754
 TM0754.The modeled gravity was interpolated from observed gravity values.
 TM0754
 TM0754;                    North         East    Units  Estimated Accuracy
 TM0754;SPC MT       -   472,560.      282,790.      MT  (+/- 180 meters Scaled)
 TM0754
 TM0754                          SUPERSEDED SURVEY CONTROL
 TM0754
 TM0754.No superseded survey control is available for this station.
 TM0754
 TM0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU936672(NAD 83)
 TM0754_MARKER: DB = BENCH MARK DISK
 TM0754_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0754_SP_SET: STAINLESS STEEL ROD
 TM0754_STAMPING: E 500 1979
 TM0754_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0754_ROD/PIPE-DEPTH: 9.14 meters
 TM0754
 TM0754  HISTORY     - Date     Condition        Report By
 TM0754  HISTORY     - 1979     MONUMENTED       NGS
 TM0754
 TM0754                          STATION DESCRIPTION
 TM0754
 TM0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0754'12.1 MI SE FROM WEST GLACIER.
 TM0754'12.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0754'GLACIER NATIONAL PARK AT WEST GLACIER, AT THE EAST END OF A CURVE WITH
 TM0754'TANGENTS SOUTHEAST AND EAST, ON THE RAILROAD RIGHT OF WAY, 295 FEET
 TM0754'WEST OF A RAILROAD SIGNAL, 132 FEET SOUTH OF THE CENTERLINE OF
 TM0754'HIGHWAY 2, 100 FEET EAST OF WAHOO CREEK, 55 FEET NORTH OF AND ACROSS
 TM0754'THE TRACKS FROM A POWERLINE POLE AND 10 FEET NORTH OF THE NORTH RAIL
 TM0754'OF THE NORTH SET OF TRACKS.
 TM0754'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TM0754'THE MARK IS 15 FT ABOVE HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0470 ***********************************************************************
 TN0470  DESIGNATION -  E 501
 TN0470  PID         -  TN0470
 TN0470  STATE/COUNTY-  MT/FLATHEAD
 TN0470  USGS QUAD   -  WHITEFISH (1994)
 TN0470
 TN0470                         *CURRENT SURVEY CONTROL
 TN0470  ___________________________________________________________________
 TN0470* NAD 83(1986)-  48 24 41.     (N)    114 20 06.     (W)     SCALED    
 TN0470* NAVD 88     -       925.119  (meters)    3035.16   (feet)  ADJUSTED  
 TN0470  ___________________________________________________________________
 TN0470  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TN0470  DYNAMIC HT  -         925.120 (meters)    3035.16  (feet)  COMP
 TN0470  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 TN0470
 TN0470  VERT ORDER  -  FIRST     CLASS II
 TN0470
 TN0470.The horizontal coordinates were scaled from a topographic map and have
 TN0470.an estimated accuracy of +/- 6 seconds.
 TN0470
 TN0470.The orthometric height was determined by differential leveling
 TN0470.and adjusted by the National Geodetic Survey in June 1991..
 TN0470
 TN0470.The geoid height was determined by GEOID03.
 TN0470
 TN0470.The dynamic height is computed by dividing the NAVD 88
 TN0470.geopotential number by the normal gravity value computed on the
 TN0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0470.degrees latitude (g = 980.6199 gals.).
 TN0470
 TN0470.The modeled gravity was interpolated from observed gravity values.
 TN0470
 TN0470;                    North         East    Units  Estimated Accuracy
 TN0470;SPC MT       -   473,460.      242,400.      MT  (+/- 180 meters Scaled)
 TN0470
 TN0470                          SUPERSEDED SURVEY CONTROL
 TN0470
 TN0470.No superseded survey control is available for this station.
 TN0470
 TN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP972654(NAD 83)
 TN0470_MARKER: DB = BENCH MARK DISK
 TN0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0470_SP_SET: STAINLESS STEEL ROD
 TN0470_STAMPING: E 501 1979
 TN0470_PROJECTION: FLUSH
 TN0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0470_ROD/PIPE-DEPTH: 7.62 meters
 TN0470
 TN0470  HISTORY     - Date     Condition        Report By
 TN0470  HISTORY     - 1979     MONUMENTED       NGS
 TN0470
 TN0470                          STATION DESCRIPTION
 TN0470
 TN0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0470'IN WHITEFISH.
 TN0470'AT THE JUNCTION OF SPOKANE AVENUE AND SECOND STREET IN WHITEFISH,
 TN0470'IN A SMALL GRASSY AREA 2 FEET WEST OF THE WEST SIDE OF THE WHITEFISH
 TN0470'CENTRAL SCHOOL, 42.5 FEET NORTH OF THE NORTH EDGE OF THE LANDING OF
 TN0470'THE WEST ENTRANCE TO THE SCHOOL, 2 FEET EAST OF THE EAST EDGE OF THE
 TN0470'SIDEWALK, 77 FEET SOUTH OF THE NORTHWEST CORNER OF THE SCHOOL, MARK IS
 TN0470'ACCESSED THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TN0470'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0502 ***********************************************************************
 TN0502  DESIGNATION -  E 502
 TN0502  PID         -  TN0502
 TN0502  STATE/COUNTY-  MT/FLATHEAD
 TN0502  USGS QUAD   -  RADNOR (1994)
 TN0502
 TN0502                         *CURRENT SURVEY CONTROL
 TN0502  ___________________________________________________________________
 TN0502* NAD 83(1986)-  48 37 14.     (N)    114 40 07.     (W)     SCALED    
 TN0502* NAVD 88     -       997.786  (meters)    3273.57   (feet)  ADJUSTED  
 TN0502  ___________________________________________________________________
 TN0502  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0502  DYNAMIC HT  -         997.783 (meters)    3273.56  (feet)  COMP
 TN0502  MODELED GRAV-     980,574.4   (mgal)                       NAVD 88
 TN0502
 TN0502  VERT ORDER  -  FIRST     CLASS II
 TN0502
 TN0502.The horizontal coordinates were scaled from a topographic map and have
 TN0502.an estimated accuracy of +/- 6 seconds.
 TN0502
 TN0502.The orthometric height was determined by differential leveling
 TN0502.and adjusted by the National Geodetic Survey in June 1991..
 TN0502
 TN0502.The geoid height was determined by GEOID03.
 TN0502
 TN0502.The dynamic height is computed by dividing the NAVD 88
 TN0502.geopotential number by the normal gravity value computed on the
 TN0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0502.degrees latitude (g = 980.6199 gals.).
 TN0502
 TN0502.The modeled gravity was interpolated from observed gravity values.
 TN0502
 TN0502;                    North         East    Units  Estimated Accuracy
 TN0502;SPC MT       -   498,240.      219,300.      MT  (+/- 180 meters Scaled)
 TN0502
 TN0502                          SUPERSEDED SURVEY CONTROL
 TN0502
 TN0502.No superseded survey control is available for this station.
 TN0502
 TN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP718879(NAD 83)
 TN0502_MARKER: DB = BENCH MARK DISK
 TN0502_SETTING: 66 = SET IN ROCK OUTCROP
 TN0502_SP_SET: ROCK OUTCROP
 TN0502_STAMPING: E 502 1979
 TN0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0502+STABILITY: POSITION/ELEVATION WELL
 TN0502
 TN0502  HISTORY     - Date     Condition        Report By
 TN0502  HISTORY     - 1979     MONUMENTED       NGS
 TN0502
 TN0502                          STATION DESCRIPTION
 TN0502
 TN0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0502'24.2 MI NW FROM WHITEFISH.
 TN0502'24.25 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0502'SPOKANE AVENUE IN WHITEFISH, SET 2 FEET NORTHEAST OF THE SOUTHWEST
 TN0502'EDGE OF A MASSIVE ROCK OUTCROP PROJECTING FROM THE GROUND AT A 60
 TN0502'DEGREE ANGLE, 43 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 93, 34
 TN0502'FEET NORTHWEST OF THE FIRST POWER LINE POLE SOUTHEAST OF A POWER LINE
 TN0502'POLE WITH THREE TRANSFORMERS AND A SINGLE GUY WIRE AND 1 FOOT BELOW
 TN0502'THE BASE OF THE WITNESS POST.
 TN0502'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 TN0502'THE MARK IS 10 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0540 ***********************************************************************
 TN0540  DESIGNATION -  E 503
 TN0540  PID         -  TN0540
 TN0540  STATE/COUNTY-  MT/LINCOLN
 TN0540  USGS QUAD   -  EUREKA NORTH (1983)
 TN0540
 TN0540                         *CURRENT SURVEY CONTROL
 TN0540  ___________________________________________________________________
 TN0540* NAD 83(1986)-  48 55 09.     (N)    115 03 24.     (W)     SCALED    
 TN0540* NAVD 88     -       813.331  (meters)    2668.40   (feet)  ADJUSTED  
 TN0540  ___________________________________________________________________
 TN0540  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 TN0540  DYNAMIC HT  -         813.384 (meters)    2668.58  (feet)  COMP
 TN0540  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 TN0540
 TN0540  VERT ORDER  -  FIRST     CLASS II
 TN0540
 TN0540.The horizontal coordinates were scaled from a topographic map and have
 TN0540.an estimated accuracy of +/- 6 seconds.
 TN0540
 TN0540.The orthometric height was determined by differential leveling
 TN0540.and adjusted by the National Geodetic Survey in June 1991..
 TN0540
 TN0540.The geoid height was determined by GEOID03.
 TN0540
 TN0540.The dynamic height is computed by dividing the NAVD 88
 TN0540.geopotential number by the normal gravity value computed on the
 TN0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0540.degrees latitude (g = 980.6199 gals.).
 TN0540
 TN0540.The modeled gravity was interpolated from observed gravity values.
 TN0540
 TN0540;                    North         East    Units  Estimated Accuracy
 TN0540;SPC MT       -   533,320.      193,110.      MT  (+/- 180 meters Scaled)
 TN0540
 TN0540                          SUPERSEDED SURVEY CONTROL
 TN0540
 TN0540.No superseded survey control is available for this station.
 TN0540
 TN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ423202(NAD 83)
 TN0540_MARKER: DB = BENCH MARK DISK
 TN0540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0540_SP_SET: STAINLESS STEEL ROD
 TN0540_STAMPING: E 503 1979
 TN0540_PROJECTION: PROJECTING 3 CENTIMETERS
 TN0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0540_ROD/PIPE-DEPTH: 6.10 meters
 TN0540
 TN0540  HISTORY     - Date     Condition        Report By
 TN0540  HISTORY     - 1979     MONUMENTED       NGS
 TN0540
 TN0540                          STATION DESCRIPTION
 TN0540
 TN0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0540'2.7 MI NORTH FROM EUREKA.
 TN0540'2.75 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0540'EUREKA, 0.1 MILE SOUTH OF HIGHWAY MILE POST 182, 50 FEET EAST OF THE
 TN0540'CENTERLINE OF THE HIGHWAY, 37 FEET SOUTH OF THE CENTERLINE OF THE
 TN0540'GRAVEL DRIVE TO THE BRINTON RESIDENCE, 4.5 FEET SOUTH OF A CORNER
 TN0540'FENCE POST AND 1 FOOT WEST OF THE FENCE LINE.
 TN0540'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TN0540'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0632 ***********************************************************************
 TN0632  DESIGNATION -  E 504
 TN0632  PID         -  TN0632
 TN0632  STATE/COUNTY-  MT/LINCOLN
 TN0632  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0632
 TN0632                         *CURRENT SURVEY CONTROL
 TN0632  ___________________________________________________________________
 TN0632* NAD 83(1999)-  48 47 59.23091(N)    115 17 47.18735(W)     ADJUSTED  
 TN0632* NAVD 88     -       850.073  (meters)    2788.95   (feet)  ADJUSTED  
 TN0632  ___________________________________________________________________
 TN0632  X           -  -1,798,838.895 (meters)                     COMP
 TN0632  Y           -  -3,806,085.003 (meters)                     COMP
 TN0632  Z           -   4,776,550.034 (meters)                     COMP
 TN0632  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TN0632  ELLIP HEIGHT-         834.62  (meters)          (04/26/01) GPS OBS
 TN0632  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 TN0632  DYNAMIC HT  -         850.147 (meters)    2789.19  (feet)  COMP
 TN0632  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 TN0632
 TN0632  HORZ ORDER  -  B
 TN0632  VERT ORDER  -  FIRST     CLASS II
 TN0632  ELLP ORDER  -  FOURTH    CLASS I
 TN0632
 TN0632.The horizontal coordinates were established by GPS observations
 TN0632.and adjusted by the National Geodetic Survey in April 2001..
 TN0632.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TN0632.DATUM ITEM on the data sheet items page.
 TN0632
 TN0632.The orthometric height was determined by differential leveling
 TN0632.and adjusted by the National Geodetic Survey in June 1991..
 TN0632
 TN0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0632
 TN0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0632
 TN0632.The ellipsoidal height was determined by GPS observations
 TN0632.and is referenced to NAD 83.
 TN0632
 TN0632.The geoid height was determined by GEOID03.
 TN0632
 TN0632.The dynamic height is computed by dividing the NAVD 88
 TN0632.geopotential number by the normal gravity value computed on the
 TN0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0632.degrees latitude (g = 980.6199 gals.).
 TN0632
 TN0632.The modeled gravity was interpolated from observed gravity values.
 TN0632
 TN0632;                    North         East     Units Scale Factor Converg.
 TN0632;SPC MT       -   521,351.233   174,604.931   MT  0.99988309   -4 14 24.4
 TN0632;SPC MT       - 1,710,469.92    572,850.82   iFT  0.99988309   -4 14 24.4
 TN0632;UTM  11      - 5,406,598.873   625,098.859   MT  0.99979226   +1 16 55.0
 TN0632
 TN0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0632!SPC MT       -   0.99986922  x   0.99988309  =   0.99975232
 TN0632!UTM  11      -   0.99986922  x   0.99979226  =   0.99966151
 TN0632
 TN0632                          SUPERSEDED SURVEY CONTROL
 TN0632
 TN0632  NAD 83(1992)-  48 47 59.22910(N)    115 17 47.18814(W) AD(       ) B
 TN0632  ELLIP H (03/31/97)  834.75   (m)                       GP(       ) 3 1
 TN0632  NAD 83(1992)-  48 47 59.23061(N)    115 17 47.18690(W) AD(       ) 1
 TN0632  ELLIP H (07/28/92)  834.76   (m)                       GP(       ) 5 1
 TN0632  NAD 83(1986)-  48 47 59.23914(N)    115 17 47.19316(W) AD(       ) 1
 TN0632  NAVD 88 (03/31/97)  850.07   (m)         2788.9    (f) LEVELING    3  
 TN0632  NGVD 29 (11/20/87)  849.05   (m)         2785.6    (f) LEVELING    3  
 TN0632
 TN0632.Superseded values are not recommended for survey control.
 TN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0632.See file dsdata.txt to determine how the superseded data were derived.
 TN0632
 TN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ2509906599(NAD 83)
 TN0632_MARKER: DB = BENCH MARK DISK
 TN0632_SETTING: 66 = SET IN ROCK OUTCROP
 TN0632_SP_SET: ROCK OUTCROP
 TN0632_STAMPING: E 504 1979
 TN0632_MARK LOGO: NGS   
 TN0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0632+STABILITY: POSITION/ELEVATION WELL
 TN0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0632+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1997
 TN0632
 TN0632  HISTORY     - Date     Condition        Report By
 TN0632  HISTORY     - 1979     MONUMENTED       NGS
 TN0632  HISTORY     - 1986     GOOD             NGS
 TN0632  HISTORY     - 19970105 GOOD             MTDOT
 TN0632
 TN0632                          STATION DESCRIPTION
 TN0632
 TN0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0632'17.4 MI SW FROM EUREKA.
 TN0632'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0632'THENCE 15.45 MILES SOUTHWEST ALONG STATE HIGHWAY 37, ON THE OUTSIDE
 TN0632'OF THE SOUTHWEST END OF A HIGHWAY CURVE, SET IN THE TOP CENTER OF
 TN0632'BEDROCK NEAR THE EDGE OF A CLIFF, 69 FEET NORTHWEST OF THE CENTERLINE
 TN0632'OF THE HIGHWAY AND 53 FEET NORTHWEST OF CONCRETE HIGHWAY MARKER 2900.
 TN0632'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 TN0632'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 TN0632
 TN0632                          STATION RECOVERY (1986)
 TN0632
 TN0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0632'THE STATION WAS RECOVERED AT THIS DATE.
 TN0632'THE BENCH MARK WAS RECOVERED AT THIS TIME AND FOUND IN GOOD
 TN0632'CONDITION.  THE MARK WAS OCCUPIED BY GPS AND IS NOW A HORIZONTAL
 TN0632'CONTROL POINT.  THERE ARE NO REFERENCE MARKS NOR AN AZIMUTH MARK
 TN0632'SET FOR THIS STATION AT THIS TIME.
 TN0632'
 TN0632'THE STATION IS LOCATED ABOUT 25 KM (16 MI) SOUTHWEST OF EUREKA ALONG
 TN0632'THE WEST RIGHT OF WAY OF STATE HIGHWAY 37 AND ON THE SHORE OF LAKE
 TN0632'KOOCANUSA.
 TN0632'
 TN0632'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY 37,
 TN0632'ON THE NORTH EDGE OF EUREKA, GO WEST AND SOUTH ON STATE HIGHWAY 37
 TN0632'FOR 24.72 KM (15.45 MI) TO A CURVE IN THE ROAD AND THE MARK ON THE
 TN0632'OUTSIDE OF THE SOUTHWEST END OF THE CURVE.
 TN0632'
 TN0632'STATION MARK, STAMPED---E 504 1980---, IS A STANDARD VERTICAL
 TN0632'CONTROL STATION DISK SET IN A DRILL HOLE IN BEDROCK NEAR THE EDGE
 TN0632'OF A ROCK CLIFF.  IT IS 21.03 METERS (69.0 FT) NORTHWEST OF THE
 TN0632'CENTERLINE OF THE HIGHWAY, 16.2 METERS (53.0 FT) NORTHWEST OF A
 TN0632'CONCRETE HIGHWAY MARKER NUMBERED 2900 AND 0.30 METER (1.0 FT)
 TN0632'SOUTHWEST OF A WITNESS POST.
 TN0632'
 TN0632'NO COMMENT.
 TN0632
 TN0632                          STATION RECOVERY (1997)
 TN0632
 TN0632'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TN0632'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0656 ***********************************************************************
 TN0656  DESIGNATION -  E 505
 TN0656  PID         -  TN0656
 TN0656  STATE/COUNTY-  MT/LINCOLN
 TN0656  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0656
 TN0656                         *CURRENT SURVEY CONTROL
 TN0656  ___________________________________________________________________
 TN0656* NAD 83(1986)-  48 35 02.     (N)    115 12 26.     (W)     SCALED    
 TN0656* NAVD 88     -       798.773  (meters)    2620.64   (feet)  ADJUSTED  
 TN0656  ___________________________________________________________________
 TN0656  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TN0656  DYNAMIC HT  -         798.828 (meters)    2620.82  (feet)  COMP
 TN0656  MODELED GRAV-     980,654.1   (mgal)                       NAVD 88
 TN0656
 TN0656  VERT ORDER  -  FIRST     CLASS II
 TN0656
 TN0656.The horizontal coordinates were scaled from a topographic map and have
 TN0656.an estimated accuracy of +/- 6 seconds.
 TN0656
 TN0656.The orthometric height was determined by differential leveling
 TN0656.and adjusted by the National Geodetic Survey in June 1991..
 TN0656
 TN0656.The geoid height was determined by GEOID03.
 TN0656
 TN0656.The dynamic height is computed by dividing the NAVD 88
 TN0656.geopotential number by the normal gravity value computed on the
 TN0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0656.degrees latitude (g = 980.6199 gals.).
 TN0656
 TN0656.The modeled gravity was interpolated from observed gravity values.
 TN0656
 TN0656;                    North         East    Units  Estimated Accuracy
 TN0656;SPC MT       -   496,930.      179,390.      MT  (+/- 180 meters Scaled)
 TN0656
 TN0656                          SUPERSEDED SURVEY CONTROL
 TN0656
 TN0656.No superseded survey control is available for this station.
 TN0656
 TN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP322827(NAD 83)
 TN0656_MARKER: DB = BENCH MARK DISK
 TN0656_SETTING: 66 = SET IN ROCK OUTCROP
 TN0656_SP_SET: ROCK OUTCROP
 TN0656_STAMPING: E 505 1980
 TN0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0656+STABILITY: POSITION/ELEVATION WELL
 TN0656
 TN0656  HISTORY     - Date     Condition        Report By
 TN0656  HISTORY     - 1980     MONUMENTED       NGS
 TN0656
 TN0656                          STATION DESCRIPTION
 TN0656
 TN0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0656'57.9 KM SW FROM EUREKA.
 TN0656'3.2 KILOMETERS (2.0 MILES) NORTH ALONG US HIGHWAY 93 FROM THE TOWN
 TN0656'HALL IN EUREKA, THENCE 54.7 KILOMETERS (33.8 MILES) SOUTHWEST ALONG
 TN0656'STATE HIGHWAY 37, ALSO 53.6 KILOMETERS (33.1 MILES) NORTHEAST ALONG
 TN0656'STATE HIGHWAY 37 FROM THE JUNCTION OF US HIGHWAY 2 IN LIBBY, 0.2
 TN0656'KILOMETERS (0.1 MILE) NORTH OF HIGHWAY MILEPOST 33, AT THE APPROXIMATE
 TN0656'CENTER OF A MASSIVE BEDROCK HIGHWAY CUT, 13.9 METERS (45.5 FEET) EAST
 TN0656'OF THE CENTERLINE OF THE HIGHWAY, 9.0 METERS (29.5) FEET) NORTHEAST
 TN0656'OF THE EAST END OF A 36 INCH DIAMETER STEEL PIPE CCLVERT UNDER THE
 TN0656'HIGHWAY, 1.2 METERS (4.0 FEET) EAST OF THE EWEST EDGE OF THE OUTCROP.
 TN0656'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 TN0656'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0684 ***********************************************************************
 TN0684  DESIGNATION -  E 506
 TN0684  PID         -  TN0684
 TN0684  STATE/COUNTY-  MT/LINCOLN
 TN0684  USGS QUAD   -  SWEDE MOUNTAIN (1983)
 TN0684
 TN0684                         *CURRENT SURVEY CONTROL
 TN0684  ___________________________________________________________________
 TN0684* NAD 83(1986)-  48 21 58.     (N)    115 24 11.     (W)     SCALED    
 TN0684* NAVD 88     -       648.405  (meters)    2127.31   (feet)  ADJUSTED  
 TN0684  ___________________________________________________________________
 TN0684  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 TN0684  DYNAMIC HT  -         648.432 (meters)    2127.40  (feet)  COMP
 TN0684  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 TN0684
 TN0684  VERT ORDER  -  FIRST     CLASS II
 TN0684
 TN0684.The horizontal coordinates were scaled from a topographic map and have
 TN0684.an estimated accuracy of +/- 6 seconds.
 TN0684
 TN0684.The orthometric height was determined by differential leveling
 TN0684.and adjusted by the National Geodetic Survey in June 1991..
 TN0684
 TN0684.The geoid height was determined by GEOID03.
 TN0684
 TN0684.The dynamic height is computed by dividing the NAVD 88
 TN0684.geopotential number by the normal gravity value computed on the
 TN0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0684.degrees latitude (g = 980.6199 gals.).
 TN0684
 TN0684.The modeled gravity was interpolated from observed gravity values.
 TN0684
 TN0684;                    North         East    Units  Estimated Accuracy
 TN0684;SPC MT       -   473,860.      163,170.      MT  (+/- 180 meters Scaled)
 TN0684
 TN0684                          SUPERSEDED SURVEY CONTROL
 TN0684
 TN0684.No superseded survey control is available for this station.
 TN0684
 TN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP182582(NAD 83)
 TN0684_MARKER: DB = BENCH MARK DISK
 TN0684_SETTING: 66 = SET IN ROCK OUTCROP
 TN0684_SP_SET: ROCK OUTCROP
 TN0684_STAMPING: E 506 1980
 TN0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0684+STABILITY: POSITION/ELEVATION WELL
 TN0684
 TN0684  HISTORY     - Date     Condition        Report By
 TN0684  HISTORY     - 1980     MONUMENTED       NGS
 TN0684
 TN0684                          STATION DESCRIPTION
 TN0684
 TN0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0684'16.4 KM NE FROM LIBBY.
 TN0684'16.4 KILOMETERS (10.1 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0684'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, 0.2 KILOMETER (0.1 MILE)
 TN0684'EAST OF HIGHWAY MILEPOST 10, SET IN THE TOP OF A 10 X 10 FOOT
 TN0684'EXPOSED AREA OF BEDROCK, 80.5 METER (164 FEET) EAST OF THE WEST
 TN0684'END OF A LONG, LOW HIGHWAY CUT, 80.5 METERS (164 FEET) EAST
 TN0684'CULVERT UNDER THE HIGHWY, 20.1 METERS (66.0 FEET) SOUTHEAST OF POWER
 TN0684'LINE POLE NUMBER 143700, 18.4 METERS (60.5 FEET) NORTH OF THE CENTERLI
 TN0684'OF THE HIGHWAY, 0.3 METER (1.0 FOOT) BELOW THE BASE OF THE WITNESS
 TN0684'POST.
 TN0684'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 TN0684'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0718 ***********************************************************************
 SU0718  DESIGNATION -  E 507
 SU0718  PID         -  SU0718
 SU0718  STATE/COUNTY-  MT/LAKE
 SU0718  USGS QUAD   -  FORT CONNAH (1964)
 SU0718
 SU0718                         *CURRENT SURVEY CONTROL
 SU0718  ___________________________________________________________________
 SU0718* NAD 83(1986)-  47 29 04.     (N)    114 05 47.     (W)     SCALED    
 SU0718* NAVD 88     -       921.504  (meters)    3023.30   (feet)  ADJUSTED  
 SU0718  ___________________________________________________________________
 SU0718  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 SU0718  DYNAMIC HT  -         921.446 (meters)    3023.11  (feet)  COMP
 SU0718  MODELED GRAV-     980,519.5   (mgal)                       NAVD 88
 SU0718
 SU0718  VERT ORDER  -  FIRST     CLASS II
 SU0718
 SU0718.The horizontal coordinates were scaled from a topographic map and have
 SU0718.an estimated accuracy of +/- 6 seconds.
 SU0718
 SU0718.The orthometric height was determined by differential leveling
 SU0718.and adjusted by the National Geodetic Survey in June 1991..
 SU0718
 SU0718.The geoid height was determined by GEOID03.
 SU0718
 SU0718.The dynamic height is computed by dividing the NAVD 88
 SU0718.geopotential number by the normal gravity value computed on the
 SU0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0718.degrees latitude (g = 980.6199 gals.).
 SU0718
 SU0718.The modeled gravity was interpolated from observed gravity values.
 SU0718
 SU0718;                    North         East    Units  Estimated Accuracy
 SU0718;SPC MT       -   369,560.      253,990.      MT  (+/- 180 meters Scaled)
 SU0718
 SU0718                          SUPERSEDED SURVEY CONTROL
 SU0718
 SU0718.No superseded survey control is available for this station.
 SU0718
 SU0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN187630(NAD 83)
 SU0718_MARKER: I = METAL ROD
 SU0718_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0718_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0718_STAMPING: E 507 1979
 SU0718_PROJECTION: FLUSH
 SU0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0718+STABILITY: POSITION/ELEVATION WELL
 SU0718_ROD/PIPE-DEPTH: 10.1 meters
 SU0718_SLEEVE-DEPTH  : 6.71 meters
 SU0718
 SU0718  HISTORY     - Date     Condition        Report By
 SU0718  HISTORY     - 1979     MONUMENTED       NGS
 SU0718
 SU0718                          STATION DESCRIPTION
 SU0718
 SU0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0718'3.1 MI SOUTH FROM RONAN.
 SU0718'3.15 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH STATE
 SU0718'HIGHWAY 211 IN RONAN, SET ON THE SOUTH END OF A ROADSIDE REST AREA
 SU0718'AND SOUTH OF A 4 BY 4 BY 5 FOOT BOULDER ON THE WEST EDGE OF A POND
 SU0718'AT MILE POST 44, 223 FEET SOUTH OF THE SOUTH CORNER OF THE SOUTH
 SU0718'RELIEF STATION, 190 FEET EAST OF THE CENTERLINE OF THE
 SU0718'HIGHWAY, 160 FEET EAST-SOUTHEAST OF MILE POST 44, 34 FEET WEST-NORTH-
 SU0718'WEST OF A FENCE LINE AND 6 FEET SOUTH OF THE BOULDER.
 SU0718'THE MARK IS 1 FT  W FROM A WITNESS POST.
 SU0718'THE MARK IS ABOVE LEVEL WITH THE REST AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0764 ***********************************************************************
 RX0764  DESIGNATION -  E 508
 RX0764  PID         -  RX0764
 RX0764  STATE/COUNTY-  MT/POWELL
 RX0764  USGS QUAD   -  OROFINO CREEK (1989)
 RX0764
 RX0764                         *CURRENT SURVEY CONTROL
 RX0764  ___________________________________________________________________
 RX0764* NAD 83(1986)-  46 21 28.     (N)    112 44 29.     (W)     SCALED    
 RX0764* NAVD 88     -      1392.884  (meters)    4569.82   (feet)  ADJUSTED  
 RX0764  ___________________________________________________________________
 RX0764  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RX0764  DYNAMIC HT  -        1392.455 (meters)    4568.41  (feet)  COMP
 RX0764  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 RX0764
 RX0764  VERT ORDER  -  FIRST     CLASS II
 RX0764
 RX0764.The horizontal coordinates were scaled from a topographic map and have
 RX0764.an estimated accuracy of +/- 6 seconds.
 RX0764
 RX0764.The orthometric height was determined by differential leveling
 RX0764.and adjusted by the National Geodetic Survey in June 1991..
 RX0764
 RX0764.The geoid height was determined by GEOID03.
 RX0764
 RX0764.The dynamic height is computed by dividing the NAVD 88
 RX0764.geopotential number by the normal gravity value computed on the
 RX0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0764.degrees latitude (g = 980.6199 gals.).
 RX0764
 RX0764.The modeled gravity was interpolated from observed gravity values.
 RX0764
 RX0764;                    North         East    Units  Estimated Accuracy
 RX0764;SPC MT       -   239,390.      350,740.      MT  (+/- 180 meters Scaled)
 RX0764
 RX0764                          SUPERSEDED SURVEY CONTROL
 RX0764
 RX0764.No superseded survey control is available for this station.
 RX0764
 RX0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS660352(NAD 83)
 RX0764_MARKER: I = METAL ROD
 RX0764_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RX0764_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RX0764_STAMPING: E 508 1979
 RX0764_PROJECTION: PROJECTING 10 CENTIMETERS
 RX0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0764+STABILITY: POSITION/ELEVATION WELL
 RX0764_ROD/PIPE-DEPTH: 13.7 meters
 RX0764_SLEEVE-DEPTH  : 9.14 meters
 RX0764
 RX0764  HISTORY     - Date     Condition        Report By
 RX0764  HISTORY     - 1979     MONUMENTED       NGS
 RX0764
 RX0764                          STATION DESCRIPTION
 RX0764
 RX0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0764'2.6 MI SOUTH FROM DEER LODGE.
 RX0764'2.65 MILES SOUTH ALONG THE OLD HIGHWAY FROM THE POST OFFICE AT DEER
 RX0764'LODGE, SET IN THE OFFSET PORTION OF THE RIGHT OF WAY FENCE BETWEEN
 RX0764'THE OLD AND NEW HIGHWAY, BETWEEN A T JUNCTION WITH A DIRT
 RX0764'ROAD AND A CONCRETE BRIDGE OVER A CREEK,
 RX0764'200 FEET SOUTH OF HIGHWAY MILE POST 189, 120 FEET EAST OF THE
 RX0764'EAST RAIL, 24 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 20 FEET
 RX0764'NORTHWEST OF A 36 INCH IRON MANHOLE COVER, 4 FEET SOUTH OF THE
 RX0764'RIGHT OF WAY FENCE CORNER.
 RX0764'THE MARK IS 2 FT  N FROM A WITNESS POST.
 RX0764'THE MARK IS ABOVE LEVEL WITH CENTER LINE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0776 ***********************************************************************
 SU0776  DESIGNATION -  E 509
 SU0776  PID         -  SU0776
 SU0776  STATE/COUNTY-  MT/MISSOULA
 SU0776  USGS QUAD   -  HUSON (1984)
 SU0776
 SU0776                         *CURRENT SURVEY CONTROL
 SU0776  ___________________________________________________________________
 SU0776* NAD 83(1986)-  47 01 21.     (N)    114 22 16.     (W)     SCALED    
 SU0776* NAVD 88     -       953.615  (meters)    3128.65   (feet)  ADJUSTED  
 SU0776  ___________________________________________________________________
 SU0776  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SU0776  DYNAMIC HT  -         953.503 (meters)    3128.28  (feet)  COMP
 SU0776  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 SU0776
 SU0776  VERT ORDER  -  FIRST     CLASS II
 SU0776
 SU0776.The horizontal coordinates were scaled from a topographic map and have
 SU0776.an estimated accuracy of +/- 6 seconds.
 SU0776
 SU0776.The orthometric height was determined by differential leveling
 SU0776.and adjusted by the National Geodetic Survey in June 1991..
 SU0776
 SU0776.The geoid height was determined by GEOID03.
 SU0776
 SU0776.The dynamic height is computed by dividing the NAVD 88
 SU0776.geopotential number by the normal gravity value computed on the
 SU0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0776.degrees latitude (g = 980.6199 gals.).
 SU0776
 SU0776.The modeled gravity was interpolated from observed gravity values.
 SU0776
 SU0776;                    North         East    Units  Estimated Accuracy
 SU0776;SPC MT       -   319,580.      230,140.      MT  (+/- 180 meters Scaled)
 SU0776
 SU0776                          SUPERSEDED SURVEY CONTROL
 SU0776
 SU0776.No superseded survey control is available for this station.
 SU0776
 SU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN997110(NAD 83)
 SU0776_MARKER: I = METAL ROD
 SU0776_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0776_SP_SET: STAINLESS STEEL ROD
 SU0776_STAMPING: E 509 1980
 SU0776_PROJECTION: FLUSH
 SU0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0776_ROD/PIPE-DEPTH: 3.65 meters
 SU0776
 SU0776  HISTORY     - Date     Condition        Report By
 SU0776  HISTORY     - 1980     MONUMENTED       NGS
 SU0776
 SU0776                          STATION DESCRIPTION
 SU0776
 SU0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0776'4.2 KM WEST FROM HUSON.
 SU0776'4.2 KILOMETERS (2.65 MILES) WEST ALONG INTERSTATE HIGHWAY 90 FROM THE
 SU0776'HUSON ROAD OVERPASS IN HUSON, SET BETWEEN THE TWO WEST PIERS OF
 SU0776'A HIGHWAY BRIDGE OVER NINEMILE ROAD, 6.1 METERS (20.0 FEET) WEST OF
 SU0776'THE CENTERLINE OF NINEMILE ROAD, 2.1 METERS (6.9 FEET) SOUTH OF THE
 SU0776'NORTH ONE OF THE TWO WEST PIERS.
 SU0776'THE MARK IS 0.25 METERS  E FROM A WITNESS POST.
 SU0776'THE MARK IS 0.3 M BELOW NINEMILE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0243 ***********************************************************************
 TN0243  DESIGNATION -  E 51
 TN0243  PID         -  TN0243
 TN0243  STATE/COUNTY-  MT/LINCOLN
 TN0243  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0243
 TN0243                         *CURRENT SURVEY CONTROL
 TN0243  ___________________________________________________________________
 TN0243* NAD 83(1986)-  48 49 03.     (N)    115 16 34.     (W)     SCALED    
 TN0243* NAVD 88     -       691.855  (meters)    2269.86   (feet)  ADJUSTED  
 TN0243  ___________________________________________________________________
 TN0243  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 TN0243  DYNAMIC HT  -         691.905 (meters)    2270.03  (feet)  COMP
 TN0243  MODELED GRAV-     980,660.5   (mgal)                       NAVD 88
 TN0243
 TN0243  VERT ORDER  -  FIRST     CLASS II
 TN0243
 TN0243.The horizontal coordinates were scaled from a topographic map and have
 TN0243.an estimated accuracy of +/- 6 seconds.
 TN0243
 TN0243.The orthometric height was determined by differential leveling
 TN0243.and adjusted by the National Geodetic Survey in June 1991..
 TN0243
 TN0243.The geoid height was determined by GEOID03.
 TN0243
 TN0243.The dynamic height is computed by dividing the NAVD 88
 TN0243.geopotential number by the normal gravity value computed on the
 TN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0243.degrees latitude (g = 980.6199 gals.).
 TN0243
 TN0243.The modeled gravity was interpolated from observed gravity values.
 TN0243
 TN0243;                    North         East    Units  Estimated Accuracy
 TN0243;SPC MT       -   523,210.      176,240.      MT  (+/- 180 meters Scaled)
 TN0243
 TN0243                          SUPERSEDED SURVEY CONTROL
 TN0243
 TN0243  NGVD 29 (??/??/92)  690.665  (m)         2265.96   (f) ADJ UNCH    1 2
 TN0243
 TN0243.Superseded values are not recommended for survey control.
 TN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0243.See file dsdata.txt to determine how the superseded data were derived.
 TN0243
 TN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ265086(NAD 83)
 TN0243_MARKER: DB = BENCH MARK DISK
 TN0243_SETTING: 80 = SET IN A BOULDER
 TN0243_SP_SET: BOULDER
 TN0243_STAMPING: E 51 1933
 TN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0243+STABILITY: SURFACE MOTION
 TN0243
 TN0243  HISTORY     - Date     Condition        Report By
 TN0243  HISTORY     - 1933     MONUMENTED       CGS
 TN0243  HISTORY     - 1956     GOOD             NGS
 TN0243  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0243
 TN0243                          STATION DESCRIPTION
 TN0243
 TN0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TN0243'5.2 MI SW FROM REXFORD.
 TN0243'5.2 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0243'AT REXFORD, LINCOLN COUNTY, 960 FEET NORTHEAST OF MILEPOST 1286, AT
 TN0243'THE SOUTHWEST END OF A SMALL CUT, 13 FEET SOUTHEAST OF THE TRACK, AND
 TN0243'IN THE TOP OF AN EMBEDDED BOULDER.  A STANDARD DISK, STAMPED E 51
 TN0243'1933.
 TN0243
 TN0243                          STATION RECOVERY (1979)
 TN0243
 TN0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0243'NOT RECOVERED ON THIS DATE.  THIS MARK WAS FLOODED BY LAKE KOOCANUSA,
 TN0243'CREATED BY THE CONSTRUCTION OF LIBBY DAM ON THE KOOTENAI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0800 ***********************************************************************
 SU0800  DESIGNATION -  E 510
 SU0800  PID         -  SU0800
 SU0800  STATE/COUNTY-  MT/MINERAL
 SU0800  USGS QUAD   -  LOZEAU (1985)
 SU0800
 SU0800                         *CURRENT SURVEY CONTROL
 SU0800  ___________________________________________________________________
 SU0800* NAD 83(1986)-  47 02 45.     (N)    114 45 09.     (W)     SCALED    
 SU0800* NAVD 88     -       918.757  (meters)    3014.29   (feet)  ADJUSTED  
 SU0800  ___________________________________________________________________
 SU0800  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 SU0800  DYNAMIC HT  -         918.646 (meters)    3013.92  (feet)  COMP
 SU0800  MODELED GRAV-     980,462.5   (mgal)                       NAVD 88
 SU0800
 SU0800  VERT ORDER  -  FIRST     CLASS II
 SU0800
 SU0800.The horizontal coordinates were scaled from a topographic map and have
 SU0800.an estimated accuracy of +/- 6 seconds.
 SU0800
 SU0800.The orthometric height was determined by differential leveling
 SU0800.and adjusted by the National Geodetic Survey in June 1991..
 SU0800
 SU0800.The geoid height was determined by GEOID03.
 SU0800
 SU0800.The dynamic height is computed by dividing the NAVD 88
 SU0800.geopotential number by the normal gravity value computed on the
 SU0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0800.degrees latitude (g = 980.6199 gals.).
 SU0800
 SU0800.The modeled gravity was interpolated from observed gravity values.
 SU0800
 SU0800;                    North         East    Units  Estimated Accuracy
 SU0800;SPC MT       -   324,040.      201,400.      MT  (+/- 180 meters Scaled)
 SU0800
 SU0800                          SUPERSEDED SURVEY CONTROL
 SU0800
 SU0800.No superseded survey control is available for this station.
 SU0800
 SU0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN707127(NAD 83)
 SU0800_MARKER: I = METAL ROD
 SU0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0800_SP_SET: STAINLESS STEEL ROD
 SU0800_STAMPING: E 510 1980
 SU0800_PROJECTION: FLUSH
 SU0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0800_ROD/PIPE-DEPTH: 6.0  meters
 SU0800
 SU0800  HISTORY     - Date     Condition        Report By
 SU0800  HISTORY     - 1980     MONUMENTED       NGS
 SU0800
 SU0800                          STATION DESCRIPTION
 SU0800
 SU0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0800'20.8 KM SE FROM SUPERIOR.
 SU0800'20.8 KILOMETERS  (12.9 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90
 SU0800'FROM THE HIGHWAY BRIDGE OVER RIVER STREET IN SUPERIOR, 0.5 KILOMETER
 SU0800'(0.3 MILE) NORTHWEST OF A POWER LINE CROSSING THE HIGHWAY, 0.4
 SU0800'KILOMETER (0.25 MILE) SOUTHEAST OF HIGHWAY MILEPOST 60, 104.4 METERS
 SU0800'(342.7 FEET) SOUTHEAST OF THE EXTENDED CENTERLINE OF A PRIVATE DRIVE
 SU0800'LEADING NORTHEAST TO A MOBILE HOME, 25.2 METERS (82.7 FEET) SOUTH
 SU0800'OF THE FIRST POWER LINE POLE SOUTHEAST OF THE T JUNCTION POLE AT THE
 SU0800'DRIVE, 21.2 METERS (69.5 FEET) NORTHEAST OF THE CENTERLINE OF
 SU0800'THE WEST-BOUND LANES OF THE HIGHWAY, 5.8 METERS (19.0 FEET) SOUTHWEST
 SU0800'OF THE CENTERLINE OF THE FRONTAGE ROAD, 0.6 METER (2.0 FEET) SOUTH
 SU0800'OF THE CENTER POST OF A TRIPLE-POST BRACE IN THE HIGHWAY RIGHT-OF-WAY
 SU0800'FENCE.
 SU0800'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SU0800'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0826 ***********************************************************************
 SU0826  DESIGNATION -  E 511
 SU0826  PID         -  SU0826
 SU0826  STATE/COUNTY-  MT/MINERAL
 SU0826  USGS QUAD   -  SAINT REGIS (1988)
 SU0826
 SU0826                         *CURRENT SURVEY CONTROL
 SU0826  ___________________________________________________________________
 SU0826* NAD 83(1986)-  47 16 12.     (N)    115 03 43.     (W)     SCALED    
 SU0826* NAVD 88     -       867.059  (meters)    2844.68   (feet)  ADJUSTED  
 SU0826  ___________________________________________________________________
 SU0826  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 SU0826  DYNAMIC HT  -         866.986 (meters)    2844.44  (feet)  COMP
 SU0826  MODELED GRAV-     980,501.0   (mgal)                       NAVD 88
 SU0826
 SU0826  VERT ORDER  -  FIRST     CLASS II
 SU0826
 SU0826.The horizontal coordinates were scaled from a topographic map and have
 SU0826.an estimated accuracy of +/- 6 seconds.
 SU0826
 SU0826.The orthometric height was determined by differential leveling
 SU0826.and adjusted by the National Geodetic Survey in June 1991..
 SU0826
 SU0826.The geoid height was determined by GEOID03.
 SU0826
 SU0826.The dynamic height is computed by dividing the NAVD 88
 SU0826.geopotential number by the normal gravity value computed on the
 SU0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0826.degrees latitude (g = 980.6199 gals.).
 SU0826
 SU0826.The modeled gravity was interpolated from observed gravity values.
 SU0826
 SU0826;                    North         East    Units  Estimated Accuracy
 SU0826;SPC MT       -   350,500.      179,720.      MT  (+/- 180 meters Scaled)
 SU0826
 SU0826                          SUPERSEDED SURVEY CONTROL
 SU0826
 SU0826.No superseded survey control is available for this station.
 SU0826
 SU0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN465369(NAD 83)
 SU0826_MARKER: I = METAL ROD
 SU0826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0826_SP_SET: STAINLESS STEEL ROD
 SU0826_STAMPING: E 511 1980
 SU0826_PROJECTION: FLUSH
 SU0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0826_ROD/PIPE-DEPTH: 6.0  meters
 SU0826
 SU0826  HISTORY     - Date     Condition        Report By
 SU0826  HISTORY     - 1980     MONUMENTED       NGS
 SU0826
 SU0826                          STATION DESCRIPTION
 SU0826
 SU0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0826'4.0 KM SE FROM ST REGIS.
 SU0826'4.0 KILOMETERS (2.5 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0826'THE POST OFFICE IN ST. REGIS, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF
 SU0826'HIGHWAY MILEPOST 36, SET ON TOP OF A SMALL KNOLL IN THE CENTER
 SU0826'MEDIAN OF THE HIGHWAY, 33.5 METERS (110 FEET) SOUTHWEST OF THE
 SU0826'CENTERLINE OF THE WEST-BOUND LANES, 27.4 METERS (90.0 FEET) NORTHEAST
 SU0826'OF THE CENTERLINE OF THE EAST-BOUND LANES, 21.5 METERS (70.6 FEET)
 SU0826'SOUTHEAST OF A 30-INCH DIAMETER PONDEROSA PINE ON THENORTHWEST SLOPE
 SU0826'OF THE KNOLL.
 SU0826'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SU0826'THE MARK IS 4.0 M ABOVE THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0364 ***********************************************************************
 TK0364  DESIGNATION -  E 512
 TK0364  PID         -  TK0364
 TK0364  STATE/COUNTY-  MT/BLAINE
 TK0364  USGS QUAD   -  SAVOY (1964)
 TK0364
 TK0364                         *CURRENT SURVEY CONTROL
 TK0364  ___________________________________________________________________
 TK0364* NAD 83(1986)-  48 28 41.     (N)    108 33 27.     (W)     SCALED    
 TK0364* NAVD 88     -       708.040  (meters)    2322.96   (feet)  ADJUSTED  
 TK0364  ___________________________________________________________________
 TK0364  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 TK0364  DYNAMIC HT  -         708.127 (meters)    2323.25  (feet)  COMP
 TK0364  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 TK0364
 TK0364  VERT ORDER  -  FIRST     CLASS II
 TK0364
 TK0364.The horizontal coordinates were scaled from a topographic map and have
 TK0364.an estimated accuracy of +/- 6 seconds.
 TK0364
 TK0364.The orthometric height was determined by differential leveling
 TK0364.and adjusted by the National Geodetic Survey in June 1991..
 TK0364
 TK0364.The geoid height was determined by GEOID03.
 TK0364
 TK0364.The dynamic height is computed by dividing the NAVD 88
 TK0364.geopotential number by the normal gravity value computed on the
 TK0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0364.degrees latitude (g = 980.6199 gals.).
 TK0364
 TK0364.The modeled gravity was interpolated from observed gravity values.
 TK0364
 TK0364;                    North         East    Units  Estimated Accuracy
 TK0364;SPC MT       -   470,250.      669,660.      MT  (+/- 180 meters Scaled)
 TK0364
 TK0364                          SUPERSEDED SURVEY CONTROL
 TK0364
 TK0364.No superseded survey control is available for this station.
 TK0364
 TK0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU805723(NAD 83)
 TK0364_MARKER: DB = BENCH MARK DISK
 TK0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0364_SP_SET: STAINLESS STEEL ROD
 TK0364_STAMPING: E 512 1979
 TK0364_PROJECTION: FLUSH
 TK0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0364_ROD/PIPE-DEPTH: 3.05 meters
 TK0364
 TK0364  HISTORY     - Date     Condition        Report By
 TK0364  HISTORY     - 1979     MONUMENTED       NGS
 TK0364
 TK0364                          STATION DESCRIPTION
 TK0364
 TK0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0364'10.9 MI EAST FROM HARLEM.
 TK0364'10.9 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0364'STATION IN HARLEM, 90 FEET NORTHWEST OF UTILITY POLE NUMBER 6, 53
 TK0364'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, AND 50 FEET
 TK0364'NORTH OF THE CENTER OF A DIRT ROAD.  NOTE=ACCESS TO THE DISK IS
 TK0364'THROUGH A 4-INCH SCREW PLUG.
 TK0364'THE MARK IS 15 FT  S FROM A WITNESS POST.
 TK0364'THE MARK IS 2 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0349 ***********************************************************************
 TK0349  DESIGNATION -  E 513
 TK0349  PID         -  TK0349
 TK0349  STATE/COUNTY-  MT/BLAINE
 TK0349  USGS QUAD   -  FORT BELKNAP SIDING (1964)
 TK0349
 TK0349                         *CURRENT SURVEY CONTROL
 TK0349  ___________________________________________________________________
 TK0349* NAD 83(1986)-  48 34 24.     (N)    108 56 53.     (W)     SCALED    
 TK0349* NAVD 88     -       725.718  (meters)    2380.96   (feet)  ADJUSTED  
 TK0349  ___________________________________________________________________
 TK0349  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TK0349  DYNAMIC HT  -         725.806 (meters)    2381.25  (feet)  COMP
 TK0349  MODELED GRAV-     980,708.4   (mgal)                       NAVD 88
 TK0349  OBS GRAVITY -     980,709.0   (mgal)                       GRAV_OBS
 TK0349
 TK0349  VERT ORDER  -  FIRST     CLASS II
 TK0349
 TK0349.The horizontal coordinates were scaled from a topographic map and have
 TK0349.an estimated accuracy of +/- 6 seconds.
 TK0349
 TK0349.The orthometric height was determined by differential leveling
 TK0349.and adjusted by the National Geodetic Survey in June 1991..
 TK0349
 TK0349.The geoid height was determined by GEOID03.
 TK0349
 TK0349.The dynamic height is computed by dividing the NAVD 88
 TK0349.geopotential number by the normal gravity value computed on the
 TK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0349.degrees latitude (g = 980.6199 gals.).
 TK0349
 TK0349.The modeled gravity was interpolated from observed gravity values.
 TK0349.The observed gravity was obtained from relative gravimeter ties
 TK0349.to the IGSN71 gravity network.
 TK0349
 TK0349;                    North         East    Units  Estimated Accuracy
 TK0349;SPC MT       -   480,570.      640,720.      MT  (+/- 180 meters Scaled)
 TK0349
 TK0349                          SUPERSEDED SURVEY CONTROL
 TK0349
 TK0349.No superseded survey control is available for this station.
 TK0349
 TK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU513820(NAD 83)
 TK0349_MARKER: I = METAL ROD
 TK0349_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TK0349_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TK0349_STAMPING: E 513 1979
 TK0349_PROJECTION: FLUSH
 TK0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0349+STABILITY: POSITION/ELEVATION WELL
 TK0349_ROD/PIPE-DEPTH: 13.7 meters
 TK0349_SLEEVE-DEPTH  : 12.2 meters
 TK0349
 TK0349  HISTORY     - Date     Condition        Report By
 TK0349  HISTORY     - 1979     MONUMENTED       NGS
 TK0349
 TK0349                          STATION DESCRIPTION
 TK0349
 TK0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0349'8.5 MI WEST FROM HARLEM.
 TK0349'8.5 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0349'STATION IN HARLEM, 0.05 MILE WEST OF HIGHWAY MILE MARKER 417, 103.1
 TK0349'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 69.2 FEET SOUTH OF THE
 TK0349'SOUTH RAIL, 6.9 FEET SOUTHEAST OF A GUY WIRE ANCHOR, AND 5.6 FEET
 TK0349'NORTHWEST OF A POWER POLE SUPPORT POLE WITH ONE GUY WIRE.
 TK0349'NOTE=CLASS A MARK.
 TK0349'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 TK0349'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0496 ***********************************************************************
 TL0496  DESIGNATION -  E 514
 TL0496  PID         -  TL0496
 TL0496  STATE/COUNTY-  MT/HILL
 TL0496  USGS QUAD   -  KREMLIN (1969)
 TL0496
 TL0496                         *CURRENT SURVEY CONTROL
 TL0496  ___________________________________________________________________
 TL0496* NAD 83(1986)-  48 34 22.     (N)    110 03 37.     (W)     SCALED    
 TL0496* NAVD 88     -       861.625  (meters)    2826.85   (feet)  ADJUSTED  
 TL0496  ___________________________________________________________________
 TL0496  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TL0496  DYNAMIC HT  -         861.707 (meters)    2827.12  (feet)  COMP
 TL0496  MODELED GRAV-     980,676.0   (mgal)                       NAVD 88
 TL0496
 TL0496  VERT ORDER  -  FIRST     CLASS II
 TL0496
 TL0496.The horizontal coordinates were scaled from a topographic map and have
 TL0496.an estimated accuracy of +/- 6 seconds.
 TL0496
 TL0496.The orthometric height was determined by differential leveling
 TL0496.and adjusted by the National Geodetic Survey in June 1991..
 TL0496
 TL0496.The geoid height was determined by GEOID03.
 TL0496
 TL0496.The dynamic height is computed by dividing the NAVD 88
 TL0496.geopotential number by the normal gravity value computed on the
 TL0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0496.degrees latitude (g = 980.6199 gals.).
 TL0496
 TL0496.The modeled gravity was interpolated from observed gravity values.
 TL0496
 TL0496;                    North         East    Units  Estimated Accuracy
 TL0496;SPC MT       -   480,510.      558,660.      MT  (+/- 180 meters Scaled)
 TL0496
 TL0496                          SUPERSEDED SURVEY CONTROL
 TL0496
 TL0496.No superseded survey control is available for this station.
 TL0496
 TL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU693803(NAD 83)
 TL0496_MARKER: DB = BENCH MARK DISK
 TL0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0496_SP_SET: STAINLESS STEEL ROD
 TL0496_STAMPING: E 514 1979
 TL0496_PROJECTION: FLUSH
 TL0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0496_ROD/PIPE-DEPTH: 5.49 meters
 TL0496
 TL0496  HISTORY     - Date     Condition        Report By
 TL0496  HISTORY     - 1979     MONUMENTED       NGS
 TL0496
 TL0496                          STATION DESCRIPTION
 TL0496
 TL0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0496'1.2 MI EAST FROM KREMLIN.
 TL0496'1.2 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TL0496'KREMLIN, 65.7 FEET NORTH AND ACROSS THE TRACK ROAD FROM THE NORTH
 TL0496'RAIL, 55 FEET NORTH AND ACROSS THE TRACK ROAD FROM MILE POST NUMBER
 TL0496'979, 13.8 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 5 FEET WEST
 TL0496'OF TELEPHONE POLE NUMBER E 48.  NOTE=REFUSAL WAS REACHED AT 18 FEET,
 TL0496'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0496'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TL0496'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0336 ***********************************************************************
 TK0336  DESIGNATION -  E 515
 TK0336  PID         -  TK0336
 TK0336  STATE/COUNTY-  MT/BLAINE
 TK0336  USGS QUAD   -  LOHMAN SE (1964)
 TK0336
 TK0336                         *CURRENT SURVEY CONTROL
 TK0336  ___________________________________________________________________
 TK0336* NAD 83(1986)-  48 35 47.     (N)    109 17 46.     (W)     SCALED    
 TK0336* NAVD 88     -       735.715  (meters)    2413.76   (feet)  ADJUSTED  
 TK0336  ___________________________________________________________________
 TK0336  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TK0336  DYNAMIC HT  -         735.796 (meters)    2414.02  (feet)  COMP
 TK0336  MODELED GRAV-     980,696.0   (mgal)                       NAVD 88
 TK0336
 TK0336  VERT ORDER  -  FIRST     CLASS II
 TK0336
 TK0336.The horizontal coordinates were scaled from a topographic map and have
 TK0336.an estimated accuracy of +/- 6 seconds.
 TK0336
 TK0336.The orthometric height was determined by differential leveling
 TK0336.and adjusted by the National Geodetic Survey in June 1991..
 TK0336
 TK0336.The geoid height was determined by GEOID03.
 TK0336
 TK0336.The dynamic height is computed by dividing the NAVD 88
 TK0336.geopotential number by the normal gravity value computed on the
 TK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0336.degrees latitude (g = 980.6199 gals.).
 TK0336
 TK0336.The modeled gravity was interpolated from observed gravity values.
 TK0336
 TK0336;                    North         East    Units  Estimated Accuracy
 TK0336;SPC MT       -   483,010.      615,040.      MT  (+/- 180 meters Scaled)
 TK0336
 TK0336                          SUPERSEDED SURVEY CONTROL
 TK0336
 TK0336.No superseded survey control is available for this station.
 TK0336
 TK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU256839(NAD 83)
 TK0336_MARKER: DB = BENCH MARK DISK
 TK0336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0336_SP_SET: STAINLESS STEEL ROD
 TK0336_STAMPING: E 515 1979
 TK0336_PROJECTION: FLUSH
 TK0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0336_ROD/PIPE-DEPTH: 7.62 meters
 TK0336
 TK0336  HISTORY     - Date     Condition        Report By
 TK0336  HISTORY     - 1979     MONUMENTED       NGS
 TK0336
 TK0336                          STATION DESCRIPTION
 TK0336
 TK0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0336'3.1 MI WEST FROM CHINOOK.
 TK0336'3.15 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TK0336'CHINOOK, AT A DOUBLE UTILITY POLE IN A LINE OF SINGLE POLES, 150 FEET
 TK0336'NORTH OF THE CENTER OF THE HIGHWAY, 60 FEET NORTH OF THE NORTH RAIL
 TK0336'OF THE GREAT NORTHERN RAILROAD, 41 FEET SOUTH OF THE CENTER OF A
 TK0336'GRAVELED ROAD, 8 FEET NORTH OF A WIRE FENCE, 3.2 FEET SOUTH OF THE
 TK0336'NORTH LEG OF UTILITY POLE NUMBER A 59, AND 3.0 FEET NORTH OF THE
 TK0336'SOUTH LEG OF UTILITY POLE NUMBER A 59.  NOTE=ACCESS TO THE DISK IS
 TK0336'THROUGH A 4-INCH SCREW PLUG.
 TK0336'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TK0336'THE MARK IS 5 FT BELOW THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0717 ***********************************************************************
 TN0717  DESIGNATION -  E 516
 TN0717  PID         -  TN0717
 TN0717  STATE/COUNTY-  MT/LINCOLN
 TN0717  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0717
 TN0717                         *CURRENT SURVEY CONTROL
 TN0717  ___________________________________________________________________
 TN0717* NAD 83(1986)-  48 26 34.     (N)    115 52 28.     (W)     SCALED    
 TN0717* NAVD 88     -       619.976  (meters)    2034.04   (feet)  ADJUSTED  
 TN0717  ___________________________________________________________________
 TN0717  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 TN0717  DYNAMIC HT  -         620.023 (meters)    2034.19  (feet)  COMP
 TN0717  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 TN0717
 TN0717  VERT ORDER  -  FIRST     CLASS II
 TN0717
 TN0717.The horizontal coordinates were scaled from a topographic map and have
 TN0717.an estimated accuracy of +/- 6 seconds.
 TN0717
 TN0717.The orthometric height was determined by differential leveling
 TN0717.and adjusted by the National Geodetic Survey in June 1991..
 TN0717
 TN0717.The geoid height was determined by GEOID03.
 TN0717
 TN0717.The dynamic height is computed by dividing the NAVD 88
 TN0717.geopotential number by the normal gravity value computed on the
 TN0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0717.degrees latitude (g = 980.6199 gals.).
 TN0717
 TN0717.The modeled gravity was interpolated from observed gravity values.
 TN0717
 TN0717;                    North         East    Units  Estimated Accuracy
 TN0717;SPC MT       -   485,090.      129,050.      MT  (+/- 180 meters Scaled)
 TN0717
 TN0717                          SUPERSEDED SURVEY CONTROL
 TN0717
 TN0717.No superseded survey control is available for this station.
 TN0717
 TN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP832661(NAD 83)
 TN0717_MARKER: DB = BENCH MARK DISK
 TN0717_SETTING: 66 = SET IN ROCK OUTCROP
 TN0717_SP_SET: ROCK OUTCROP
 TN0717_STAMPING: E 516 1980
 TN0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0717+STABILITY: POSITION/ELEVATION WELL
 TN0717
 TN0717  HISTORY     - Date     Condition        Report By
 TN0717  HISTORY     - 1980     MONUMENTED       NGS
 TN0717
 TN0717                          STATION DESCRIPTION
 TN0717
 TN0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0717'3.0 KM SE FROM TROY.
 TN0717'3.0 KILOMETER (1.85 MILES) SOUTHEAST ALONG US HIGHWAY 2 FROM THE
 TN0717'HIGH SCHOOL IN TROY, SET IN TOP OF A SLOPING LEDGE, 37.9 METERS
 TN0717'(157 FEET) SOUTHEAST OF THE NORTHWEST END OF A BEDROCK HIGHWAY CUT,
 TN0717'ON THE OUTSIDE OF A HIGHWAY CURVE, DIRECTLY BELOW A RED BUILDING,
 TN0717'7.9 METERS (26.0 FEET) SOUTHEWEST OF THE CENTERLINE OF THE HIGHWAY.
 TN0717'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0606 ***********************************************************************
 TN0606  DESIGNATION -  E 518
 TN0606  PID         -  TN0606
 TN0606  STATE/COUNTY-  MT/SANDERS
 TN0606  USGS QUAD   -  HERON (1983)
 TN0606
 TN0606                         *CURRENT SURVEY CONTROL
 TN0606  ___________________________________________________________________
 TN0606* NAD 83(1986)-  48 03 34.     (N)    115 53 41.     (W)     SCALED    
 TN0606* NAVD 88     -       667.620  (meters)    2190.35   (feet)  ADJUSTED  
 TN0606  ___________________________________________________________________
 TN0606  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 TN0606  DYNAMIC HT  -         667.641 (meters)    2190.42  (feet)  COMP
 TN0606  MODELED GRAV-     980,621.8   (mgal)                       NAVD 88
 TN0606
 TN0606  VERT ORDER  -  FIRST     CLASS II
 TN0606
 TN0606.The horizontal coordinates were scaled from a topographic map and have
 TN0606.an estimated accuracy of +/- 6 seconds.
 TN0606
 TN0606.The orthometric height was determined by differential leveling
 TN0606.and adjusted by the National Geodetic Survey in June 1991..
 TN0606
 TN0606.The geoid height was determined by GEOID03.
 TN0606
 TN0606.The dynamic height is computed by dividing the NAVD 88
 TN0606.geopotential number by the normal gravity value computed on the
 TN0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0606.degrees latitude (g = 980.6199 gals.).
 TN0606
 TN0606.The modeled gravity was interpolated from observed gravity values.
 TN0606
 TN0606;                    North         East    Units  Estimated Accuracy
 TN0606;SPC MT       -   442,740.      124,080.      MT  (+/- 180 meters Scaled)
 TN0606
 TN0606                          SUPERSEDED SURVEY CONTROL
 TN0606
 TN0606.No superseded survey control is available for this station.
 TN0606
 TN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP823234(NAD 83)
 TN0606_MARKER: DB = BENCH MARK DISK
 TN0606_SETTING: 66 = SET IN ROCK OUTCROP
 TN0606_SP_SET: ROCK OUTCROP
 TN0606_STAMPING: E 518 1980
 TN0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0606+STABILITY: POSITION/ELEVATION WELL
 TN0606
 TN0606  HISTORY     - Date     Condition        Report By
 TN0606  HISTORY     - 1980     MONUMENTED       NGS
 TN0606
 TN0606                          STATION DESCRIPTION
 TN0606
 TN0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0606'25.7 KM SE FROM CLARK FORK.
 TN0606'25.7 KILOMETERS (16.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TN0606'THE PUBLIC SCHOOL IN CLARK FORK, 0.3 KILOMETER (0.2 MILE)
 TN0606'NORTHWEST OF HIGHWAY MILEPOST 8, AT THE SOUTHWEST END OF A HIGHWAY
 TN0606'CURVE, SET IN TOP OF A ROCK SHELF AT THE FOOT OF A BEDROCK HIGHWAY
 TN0606'CUT, 10.4 METERS (34.0 FEET) NORTHEAST OF THE CENTERLINE OF THE
 TN0606'HIGHWAY, 119.1 METERS (390 FEET) NORTHWEST OF THE SOUTHEAST END OF THE
 TN0606'CUT, 90.1 METERS (296 FEET) SOUTHEAST OF POWER LINE POLE NUMBER
 TN0606'CG 103, 88.0 METERS (288 FEET) SOUTHEAST OF THE NORTHWEST END OF THE
 TN0606'CUT.
 TN0606'THE MARK IS 0.65 METERS  NW FROM A WITNESS POST.
 TN0606'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0124 ***********************************************************************
 TN0124  DESIGNATION -  E 52
 TN0124  PID         -  TN0124
 TN0124  STATE/COUNTY-  MT/FLATHEAD
 TN0124  USGS QUAD   -  WHITEFISH (1994)
 TN0124
 TN0124                         *CURRENT SURVEY CONTROL
 TN0124  ___________________________________________________________________
 TN0124* NAD 83(1986)-  48 24 23.     (N)    114 17 29.     (W)     SCALED    
 TN0124* NAVD 88     -       936.729  (meters)    3073.25   (feet)  ADJUSTED  
 TN0124  ___________________________________________________________________
 TN0124  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TN0124  DYNAMIC HT  -         936.725 (meters)    3073.24  (feet)  COMP
 TN0124  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 TN0124
 TN0124  VERT ORDER  -  FIRST     CLASS II
 TN0124
 TN0124.The horizontal coordinates were scaled from a topographic map and have
 TN0124.an estimated accuracy of +/- 6 seconds.
 TN0124
 TN0124.The orthometric height was determined by differential leveling
 TN0124.and adjusted by the National Geodetic Survey in June 1991..
 TN0124
 TN0124.The geoid height was determined by GEOID03.
 TN0124
 TN0124.The dynamic height is computed by dividing the NAVD 88
 TN0124.geopotential number by the normal gravity value computed on the
 TN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0124.degrees latitude (g = 980.6199 gals.).
 TN0124
 TN0124.The modeled gravity was interpolated from observed gravity values.
 TN0124
 TN0124;                    North         East    Units  Estimated Accuracy
 TN0124;SPC MT       -   472,710.      245,590.      MT  (+/- 180 meters Scaled)
 TN0124
 TN0124                          SUPERSEDED SURVEY CONTROL
 TN0124
 TN0124  NGVD 29 (??/??/92)  935.564  (m)         3069.43   (f) ADJ UNCH    1 2
 TN0124
 TN0124.Superseded values are not recommended for survey control.
 TN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0124.See file dsdata.txt to determine how the superseded data were derived.
 TN0124
 TN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP004650(NAD 83)
 TN0124_MARKER: DB = BENCH MARK DISK
 TN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0124_STAMPING: E 52 1933
 TN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0124+STABILITY: SURFACE MOTION
 TN0124
 TN0124  HISTORY     - Date     Condition        Report By
 TN0124  HISTORY     - 1933     MONUMENTED       CGS
 TN0124  HISTORY     - 1956     GOOD             NGS
 TN0124
 TN0124                          STATION DESCRIPTION
 TN0124
 TN0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TN0124'2.1 MI SE FROM WHITEFISH.
 TN0124'2.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0124'AT WHITEFISH, FLATHEAD COUNTY, 890 FEET NORTHWEST OF MILEPOST 1217, AT
 TN0124'THE NORTHEAST END OF A SMALL RAILROAD CUT, AT A PRIVATE-ROAD CROSSING,
 TN0124'56 FEET NORTHEAST OF THE CENTERLINE OF THE CROSSING, 38 FEET NORTH OF
 TN0124'THE NORTH RAIL, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 TN0124'DISK, STAMPED E 52 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0850 ***********************************************************************
 SU0850  DESIGNATION -  E 520
 SU0850  PID         -  SU0850
 SU0850  STATE/COUNTY-  MT/SANDERS
 SU0850  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0850
 SU0850                         *CURRENT SURVEY CONTROL
 SU0850  ___________________________________________________________________
 SU0850* NAD 83(1986)-  47 20 10.     (N)    114 46 39.     (W)     SCALED    
 SU0850* NAVD 88     -       763.334  (meters)    2504.37   (feet)  ADJUSTED  
 SU0850  ___________________________________________________________________
 SU0850  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SU0850  DYNAMIC HT  -         763.292 (meters)    2504.23  (feet)  COMP
 SU0850  MODELED GRAV-     980,533.7   (mgal)                       NAVD 88
 SU0850
 SU0850  VERT ORDER  -  FIRST     CLASS II
 SU0850
 SU0850.The horizontal coordinates were scaled from a topographic map and have
 SU0850.an estimated accuracy of +/- 6 seconds.
 SU0850
 SU0850.The orthometric height was determined by differential leveling
 SU0850.and adjusted by the National Geodetic Survey in June 1991..
 SU0850
 SU0850.The geoid height was determined by GEOID03.
 SU0850
 SU0850.The dynamic height is computed by dividing the NAVD 88
 SU0850.geopotential number by the normal gravity value computed on the
 SU0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0850.degrees latitude (g = 980.6199 gals.).
 SU0850
 SU0850.The modeled gravity was interpolated from observed gravity values.
 SU0850
 SU0850;                    North         East    Units  Estimated Accuracy
 SU0850;SPC MT       -   356,350.      201,680.      MT  (+/- 180 meters Scaled)
 SU0850
 SU0850                          SUPERSEDED SURVEY CONTROL
 SU0850
 SU0850.No superseded survey control is available for this station.
 SU0850
 SU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN679449(NAD 83)
 SU0850_MARKER: DB = BENCH MARK DISK
 SU0850_SETTING: 66 = SET IN ROCK OUTCROP
 SU0850_SP_SET: ROCK OUTCROP
 SU0850_STAMPING: E 520 1980
 SU0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0850+STABILITY: POSITION/ELEVATION WELL
 SU0850
 SU0850  HISTORY     - Date     Condition        Report By
 SU0850  HISTORY     - 1980     MONUMENTED       NGS
 SU0850
 SU0850                          STATION DESCRIPTION
 SU0850
 SU0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0850'6.9 KM SE FROM PARADISE.
 SU0850'4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 (US
 SU0850'HIGHWAY 10A) FROM THE BURLINGTON NORTHERN RAILWAY STATION IN PARADISE,
 SU0850'THENCE 2.1 KILOMETERS (1.3 MILES) SOUTHWEST ALONG STATE HIGHWAY 135,
 SU0850'0.4 KILOMETER (0.25 MILE) NORTHWEST OF HIGHWAY MILEPOST 20, 0.2
 SU0850'KILOMETER (0.1 MILE) NORTHWEST OF THE NORTHWEST END OF A HIGHWAY
 SU0850'CURVE,SET IN TOP OF A SMALL ROCK SHELF PROJECTION 30 CENTIMETERS AT
 SU0850'THE SOUTHEAST END OF A BEDROCK HIGHWAY CUT, 137 PACES SOUTHEAST OF
 SU0850'THE SOUTHEAST END OF A HIGHWAY PULLOFF, 45.5 METERS (149 FEET)
 SU0850'SOUTHEAST OF THE TOP CENTER OF THE NORTHEAST END OF A 30 INCH
 SU0850'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 38.8 METERS (127 FEET)
 SU0850'SOUTHEAST OF THE NORTHWEST END OF THE CUT, 26.4 METERS (86.6 FEET)
 SU0850'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.75 METERS (12.3 FEET)
 SU0850'NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 SU0850'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 SU0850'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0875 ***********************************************************************
 SU0875  DESIGNATION -  E 521
 SU0875  PID         -  SU0875
 SU0875  STATE/COUNTY-  MT/SANDERS
 SU0875  USGS QUAD   -  BELKNAP (1988)
 SU0875
 SU0875                         *CURRENT SURVEY CONTROL
 SU0875  ___________________________________________________________________
 SU0875* NAD 83(1986)-  47 43 20.     (N)    115 27 38.     (W)     SCALED    
 SU0875* NAVD 88     -       780.194  (meters)    2559.69   (feet)  ADJUSTED  
 SU0875  ___________________________________________________________________
 SU0875  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 SU0875  DYNAMIC HT  -         780.186 (meters)    2559.66  (feet)  COMP
 SU0875  MODELED GRAV-     980,577.2   (mgal)                       NAVD 88
 SU0875
 SU0875  VERT ORDER  -  FIRST     CLASS II
 SU0875
 SU0875.The horizontal coordinates were scaled from a topographic map and have
 SU0875.an estimated accuracy of +/- 6 seconds.
 SU0875
 SU0875.The orthometric height was determined by differential leveling
 SU0875.and adjusted by the National Geodetic Survey in June 1991..
 SU0875
 SU0875.The geoid height was determined by GEOID03.
 SU0875
 SU0875.The dynamic height is computed by dividing the NAVD 88
 SU0875.geopotential number by the normal gravity value computed on the
 SU0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0875.degrees latitude (g = 980.6199 gals.).
 SU0875
 SU0875.The modeled gravity was interpolated from observed gravity values.
 SU0875
 SU0875;                    North         East    Units  Estimated Accuracy
 SU0875;SPC MT       -   402,820.      153,480.      MT  (+/- 180 meters Scaled)
 SU0875
 SU0875                          SUPERSEDED SURVEY CONTROL
 SU0875
 SU0875.No superseded survey control is available for this station.
 SU0875
 SU0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN154865(NAD 83)
 SU0875_MARKER: I = METAL ROD
 SU0875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0875_SP_SET: STAINLESS STEEL ROD
 SU0875_STAMPING: E 521 1980
 SU0875_PROJECTION: FLUSH
 SU0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0875_ROD/PIPE-DEPTH: 5.1  meters
 SU0875
 SU0875  HISTORY     - Date     Condition        Report By
 SU0875  HISTORY     - 1980     MONUMENTED       NGS
 SU0875
 SU0875                          STATION DESCRIPTION
 SU0875
 SU0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0875'18.1 KM NW FROM THOMPSON FALLS.
 SU0875'18.1 KILOMETERS (11.25 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0875'THE BURLINGTON NORTHERN RAILWAY STATION IN THOMPSON FALLS, 0.25
 SU0875'KILOMETERS (0.15 MILE) NORTHWEST OF THE ENTRANCE ROAD LEADING
 SU0875'NORTHEAST TO A HIGHWAY MAINTENANCE YARD, 17.0 METERS (55.8 FEET)
 SU0875'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 55.2 METERS (181 FEET)
 SU0875'SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING EAST TO
 SU0875'A PRIVATE RESIDENCE, 34.4 METERS (113 FEET) EAST OF AND ACROSS THE
 SU0875'HIGHWAY FROM HIGHWAY SURVEY MARKER NUMBER 1300, 1.85 METERS (6.0
 SU0875'FEET) NORTHWEST OF POWER LINE POLE NUMBER C 232 17 WITH A SPUR LINE
 SU0875'LEADING EAST TO THE RESIDENCE AND ONE GUY WIRE.
 SU0875'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 SU0875'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0611 ***********************************************************************
 TN0611  DESIGNATION -  E 522
 TN0611  PID         -  TN0611
 TN0611  STATE/COUNTY-  MT/SANDERS
 TN0611  USGS QUAD   -  HERON (1983)
 TN0611
 TN0611                         *CURRENT SURVEY CONTROL
 TN0611  ___________________________________________________________________
 TN0611* NAD 83(1986)-  48 04 15.     (N)    115 58 27.     (W)     SCALED    
 TN0611* NAVD 88     -       706.327  (meters)    2317.34   (feet)  ADJUSTED  
 TN0611  ___________________________________________________________________
 TN0611  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TN0611  DYNAMIC HT  -         706.358 (meters)    2317.44  (feet)  COMP
 TN0611  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 TN0611
 TN0611  VERT ORDER  -  FIRST     CLASS II
 TN0611
 TN0611.The horizontal coordinates were scaled from a topographic map and have
 TN0611.an estimated accuracy of +/- 6 seconds.
 TN0611
 TN0611.The orthometric height was determined by differential leveling
 TN0611.and adjusted by the National Geodetic Survey in June 1991..
 TN0611
 TN0611.The geoid height was determined by GEOID03.
 TN0611
 TN0611.The dynamic height is computed by dividing the NAVD 88
 TN0611.geopotential number by the normal gravity value computed on the
 TN0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0611.degrees latitude (g = 980.6199 gals.).
 TN0611
 TN0611.The modeled gravity was interpolated from observed gravity values.
 TN0611
 TN0611;                    North         East    Units  Estimated Accuracy
 TN0611;SPC MT       -   444,490.      118,280.      MT  (+/- 180 meters Scaled)
 TN0611
 TN0611                          SUPERSEDED SURVEY CONTROL
 TN0611
 TN0611.No superseded survey control is available for this station.
 TN0611
 TN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP764246(NAD 83)
 TN0611_MARKER: I = METAL ROD
 TN0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0611_SP_SET: STAINLESS STEEL ROD
 TN0611_STAMPING: E 522 1980
 TN0611_PROJECTION: FLUSH
 TN0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0611_ROD/PIPE-DEPTH: 6.0  meters
 TN0611
 TN0611  HISTORY     - Date     Condition        Report By
 TN0611  HISTORY     - 1980     MONUMENTED       NGS
 TN0611
 TN0611                          STATION DESCRIPTION
 TN0611
 TN0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0611'20.2 KM SE FROM CLARK FORK.
 TN0611'19.2 KILOMETERS (11.9 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TN0611'THE PUBLIC SCHOOL IN CLARK FORK, THENCE 1.0 KILOMETER (0.6
 TN0611'MILE) SOUTH ALONG A PAVED ROAD LEADING TO HERON, ON THE OUTSIDE OF
 TN0611'THE NORTH END OF A ROAD CURVE, AT THE TOP OF A GRADE, 28.1 METERS
 TN0611'(92.3 FEET) SOUTH OF POWER LINE POLE NUMBER CG 55/9 AT A RIGHT ANGLE
 TN0611'IN THE POWER LINES, 17.4 METERS (57.0 FEET) EAST OF THE CENTERLINE
 TN0611'OF THE ROAD, 17.7 METERS (58.0 FEET) NORTHEAST OF A 10-INCH DIAMETER
 TN0611'BIRCH TREE, 2.3 METERS (7.6 FEET) NORTH OF THE NORTH POST FOR A WIRE
 TN0611'GATE FOR A TRACK ROAD LEADING EAST, 0.7 METERS (2.2 FEET) WEST OF
 TN0611'A FENCE LINE.
 TN0611'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 TN0611'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0731 ***********************************************************************
 RY0731  DESIGNATION -  E 523
 RY0731  PID         -  RY0731
 RY0731  STATE/COUNTY-  MT/MISSOULA
 RY0731  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0731
 RY0731                         *CURRENT SURVEY CONTROL
 RY0731  ___________________________________________________________________
 RY0731* NAD 83(1986)-  46 46 22.     (N)    114 04 56.     (W)     SCALED    
 RY0731* NAVD 88     -       960.525  (meters)    3151.32   (feet)  ADJUSTED  
 RY0731  ___________________________________________________________________
 RY0731  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 RY0731  DYNAMIC HT  -         960.374 (meters)    3150.83  (feet)  COMP
 RY0731  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 RY0731
 RY0731  VERT ORDER  -  FIRST     CLASS II
 RY0731
 RY0731.The horizontal coordinates were scaled from a topographic map and have
 RY0731.an estimated accuracy of +/- 6 seconds.
 RY0731
 RY0731.The orthometric height was determined by differential leveling
 RY0731.and adjusted by the National Geodetic Survey in June 1991..
 RY0731
 RY0731.The geoid height was determined by GEOID03.
 RY0731
 RY0731.The dynamic height is computed by dividing the NAVD 88
 RY0731.geopotential number by the normal gravity value computed on the
 RY0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0731.degrees latitude (g = 980.6199 gals.).
 RY0731
 RY0731.The modeled gravity was interpolated from observed gravity values.
 RY0731
 RY0731;                    North         East    Units  Estimated Accuracy
 RY0731;SPC MT       -   290,560.      250,430.      MT  (+/- 180 meters Scaled)
 RY0731
 RY0731                          SUPERSEDED SURVEY CONTROL
 RY0731
 RY0731.No superseded survey control is available for this station.
 RY0731
 RY0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM227840(NAD 83)
 RY0731_MARKER: I = METAL ROD
 RY0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RY0731_SP_SET: STAINLESS STEEL ROD
 RY0731_STAMPING: E 523 1980
 RY0731_MARK LOGO: NGS   
 RY0731_PROJECTION: FLUSH
 RY0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0731_ROD/PIPE-DEPTH: 9.1  meters
 RY0731
 RY0731  HISTORY     - Date     Condition        Report By
 RY0731  HISTORY     - 1980     MONUMENTED       NGS
 RY0731
 RY0731                          STATION DESCRIPTION
 RY0731
 RY0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0731'1.8 KM NORTH FROM LOLO.
 RY0731'1.8 KILOMETERS (1.15 MILES) NORTH ALONG U.S. HIGHWAY 93 FROM THE T
 RY0731'JUNCTION OF U.S. HIGHWAY 12 IN LOLO, 0.55 KILOMETER (0.35 MILE)
 RY0731'SOUTHEAST OF HIGHWAY MILEPOST 85, AT THE NORTHWEST END OF A HIGHWAY
 RY0731'CURVE, ACROSS THE HIGHWAY FROM THE APPROXIMATE CENTER OF A LONG, TALL
 RY0731'HIGHWAY CUT, 7.5 METERS (24.6 FEET) NORTHWEST OF BURLINGTON NORTHERN
 RY0731'RAILWAY MILEPOST 10, 24.0 METERS (78.5 FEET) NORTHEAST OF THE
 RY0731'CENTERLINE OF THE NORTH-BOUND LANES OF THE HIGHWAY, 2.2 METERS (7.2
 RY0731'FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 1.2 METERS (4.0
 RY0731'FEET) SOUTHEAST OF A TELEGRAPH POLE, 1.05 METERS (3.5 FEET) NORTHWEST
 RY0731'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 RY0731'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 RY0731'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0909 ***********************************************************************
 SR0909  DESIGNATION -  E 526
 SR0909  PID         -  SR0909
 SR0909  STATE/COUNTY-  MT/PHILLIPS
 SR0909  USGS QUAD   -  COBURN BUTTE (1971)
 SR0909
 SR0909                         *CURRENT SURVEY CONTROL
 SR0909  ___________________________________________________________________
 SR0909* NAD 83(1986)-  47 59 15.     (N)    108 16 02.     (W)     SCALED    
 SR0909* NAVD 88     -       866.823  (meters)    2843.90   (feet)  ADJUSTED  
 SR0909  ___________________________________________________________________
 SR0909  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 SR0909  DYNAMIC HT  -         866.849 (meters)    2843.99  (feet)  COMP
 SR0909  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 SR0909
 SR0909  VERT ORDER  -  FIRST     CLASS II
 SR0909
 SR0909.The horizontal coordinates were scaled from a topographic map and have
 SR0909.an estimated accuracy of +/- 6 seconds.
 SR0909
 SR0909.The orthometric height was determined by differential leveling
 SR0909.and adjusted by the National Geodetic Survey in June 1991..
 SR0909
 SR0909.The geoid height was determined by GEOID03.
 SR0909
 SR0909.The dynamic height is computed by dividing the NAVD 88
 SR0909.geopotential number by the normal gravity value computed on the
 SR0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0909.degrees latitude (g = 980.6199 gals.).
 SR0909
 SR0909.The modeled gravity was interpolated from observed gravity values.
 SR0909
 SR0909;                    North         East    Units  Estimated Accuracy
 SR0909;SPC MT       -   416,030.      691,970.      MT  (+/- 180 meters Scaled)
 SR0909
 SR0909                          SUPERSEDED SURVEY CONTROL
 SR0909
 SR0909.No superseded survey control is available for this station.
 SR0909
 SR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYU038185(NAD 83)
 SR0909_MARKER: I = METAL ROD
 SR0909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0909_SP_SET: STAINLESS STEEL ROD
 SR0909_STAMPING: E 526 1980
 SR0909_PROJECTION: FLUSH
 SR0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0909_ROD/PIPE-DEPTH: 7.6  meters
 SR0909
 SR0909  HISTORY     - Date     Condition        Report By
 SR0909  HISTORY     - 1980     MONUMENTED       NGS
 SR0909
 SR0909                          STATION DESCRIPTION
 SR0909
 SR0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0909'52.7 KM SW FROM MALTA.
 SR0909'52.7 KM (32.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0909'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 SR0909'3.9 KM (2.4 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 SR0909'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, 0.08 KM (0.05 MI) NORTH
 SR0909'OF MILE POST 125, 49.8 METERS (163.3 FT) NORTH OF THE
 SR0909'NORTHWEST CORNER OF A BRIDGE, 23.8 METERS (78.0 FT) NORTHWEST
 SR0909'OF THE CENTERLINE OF THE HIGHWAY, 4.8 METERS (15.6 FT) NORTHEAST
 SR0909'OF A POWER POLE, AND 0.9 METERS (2.9 FT) SOUTHEAST OF A FENCE.
 SR0909'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0909'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SR0909'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0936 ***********************************************************************
 SR0936  DESIGNATION -  E 527
 SR0936  PID         -  SR0936
 SR0936  STATE/COUNTY-  MT/PHILLIPS
 SR0936  USGS QUAD   -  BELL RIDGE WEST (1954)
 SR0936
 SR0936                         *CURRENT SURVEY CONTROL
 SR0936  ___________________________________________________________________
 SR0936* NAD 83(1986)-  47 44 36.     (N)    108 42 46.     (W)     SCALED    
 SR0936* NAVD 88     -       914.451  (meters)    3000.16   (feet)  ADJUSTED  
 SR0936  ___________________________________________________________________
 SR0936  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 SR0936  DYNAMIC HT  -         914.461 (meters)    3000.19  (feet)  COMP
 SR0936  MODELED GRAV-     980,591.7   (mgal)                       NAVD 88
 SR0936
 SR0936  VERT ORDER  -  FIRST     CLASS II
 SR0936
 SR0936.The horizontal coordinates were scaled from a topographic map and have
 SR0936.an estimated accuracy of +/- 6 seconds.
 SR0936
 SR0936.The orthometric height was determined by differential leveling
 SR0936.and adjusted by the National Geodetic Survey in June 1991..
 SR0936
 SR0936.The geoid height was determined by GEOID03.
 SR0936
 SR0936.The dynamic height is computed by dividing the NAVD 88
 SR0936.geopotential number by the normal gravity value computed on the
 SR0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0936.degrees latitude (g = 980.6199 gals.).
 SR0936
 SR0936.The modeled gravity was interpolated from observed gravity values.
 SR0936
 SR0936;                    North         East    Units  Estimated Accuracy
 SR0936;SPC MT       -   388,470.      659,010.      MT  (+/- 180 meters Scaled)
 SR0936
 SR0936                          SUPERSEDED SURVEY CONTROL
 SR0936
 SR0936.No superseded survey control is available for this station.
 SR0936
 SR0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT714903(NAD 83)
 SR0936_MARKER: I = METAL ROD
 SR0936_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0936_SP_SET: STAINLESS STEEL ROD
 SR0936_STAMPING: E 527 1980
 SR0936_PROJECTION: FLUSH
 SR0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0936_ROD/PIPE-DEPTH: 7.6  meters
 SR0936
 SR0936  HISTORY     - Date     Condition        Report By
 SR0936  HISTORY     - 1980     MONUMENTED       NGS
 SR0936
 SR0936                          STATION DESCRIPTION
 SR0936
 SR0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0936'60.1 KM NE FROM ROY.
 SR0936'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0936'THENCE 60.1 KM (37.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0936'14.6 KM (9.05 MI) NORTHEAST ALONG U.S. HIGHWAY FROM THE NORTHEAST
 SR0936'END OF THE MISSOURI RIVER BRIDGE, 0.1 KM (0.05 MI) NORTH OF MILE
 SR0936'POST 97, 23.8 METERS (78.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SR0936'AND 0.8 METER (2.7 FT) EAST OF A FENCE.  NOTE=ROD DRIVEN TO REFUSAL
 SR0936'AT 7.6 METERS (25.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 SR0936'5-INCH LOGO CAP.
 SR0936'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SR0936'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0952 ***********************************************************************
 SR0952  DESIGNATION -  E 528
 SR0952  PID         -  SR0952
 SR0952  STATE/COUNTY-  MT/FERGUS
 SR0952  USGS QUAD   -  HESSLER RIDGE (1954)
 SR0952
 SR0952                         *CURRENT SURVEY CONTROL
 SR0952  ___________________________________________________________________
 SR0952* NAD 83(1986)-  47 34 02.     (N)    108 44 31.     (W)     SCALED    
 SR0952* NAVD 88     -       907.504  (meters)    2977.37   (feet)  ADJUSTED  
 SR0952  ___________________________________________________________________
 SR0952  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 SR0952  DYNAMIC HT  -         907.511 (meters)    2977.39  (feet)  COMP
 SR0952  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 SR0952
 SR0952  VERT ORDER  -  FIRST     CLASS II
 SR0952
 SR0952.The horizontal coordinates were scaled from a topographic map and have
 SR0952.an estimated accuracy of +/- 6 seconds.
 SR0952
 SR0952.The orthometric height was determined by differential leveling
 SR0952.and adjusted by the National Geodetic Survey in June 1991..
 SR0952
 SR0952.The geoid height was determined by GEOID03.
 SR0952
 SR0952.The dynamic height is computed by dividing the NAVD 88
 SR0952.geopotential number by the normal gravity value computed on the
 SR0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0952.degrees latitude (g = 980.6199 gals.).
 SR0952
 SR0952.The modeled gravity was interpolated from observed gravity values.
 SR0952
 SR0952;                    North         East    Units  Estimated Accuracy
 SR0952;SPC MT       -   368,880.      657,010.      MT  (+/- 180 meters Scaled)
 SR0952
 SR0952                          SUPERSEDED SURVEY CONTROL
 SR0952
 SR0952.No superseded survey control is available for this station.
 SR0952
 SR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT698706(NAD 83)
 SR0952_MARKER: I = METAL ROD
 SR0952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0952_SP_SET: STAINLESS STEEL ROD
 SR0952_STAMPING: E 528 1980
 SR0952_PROJECTION: FLUSH
 SR0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0952_ROD/PIPE-DEPTH: 7.3  meters
 SR0952
 SR0952  HISTORY     - Date     Condition        Report By
 SR0952  HISTORY     - 1980     MONUMENTED       NGS
 SR0952
 SR0952                          STATION DESCRIPTION
 SR0952
 SR0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0952'36.9 KM NE FROM ROY.
 SR0952'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0952'THENCE 36.9 KM (22.95 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0952'8.6 KM (5.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0952'END OF THE MISSOURI RIVER BRIDGE, 0.3 KM (0.2 MI) SOUTHWEST OF MILE
 SR0952'POST 83, 23.6 METERS (77.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 SR0952'HIGHWAY, 29.1 METERS (95.6 FT) SOUTH-SOUTHEAST OF A POWER POLE,
 SR0952'8.0 METERS (26.1 FT) NORTH-NORTHEAST OF A DIM DIRT ROAD LEADING WEST
 SR0952'INTO A FIELD, 4.1 METERS (11.9 FT) NORTH-NORTHEAST OF THE
 SR0952'NORTH-NORTHEAST GATE POST, AND 1.0 METER (3.4 FT) EAST OF A
 SR0952'FENCE.  NOTE=REFUSAL WAS REACHED AT 7.3 METERS (24.0 FT).  ACCESS TO
 SR0952'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0952'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0956 ***********************************************************************
 SR0956  DESIGNATION -  E 529
 SR0956  PID         -  SR0956
 SR0956  STATE/COUNTY-  MT/FERGUS
 SR0956  USGS QUAD   -  MITCHELL CROSSING (1985)
 SR0956
 SR0956                         *CURRENT SURVEY CONTROL
 SR0956  ___________________________________________________________________
 SR0956* NAD 83(1986)-  47 30 54.     (N)    108 45 05.     (W)     SCALED    
 SR0956* NAVD 88     -       925.142  (meters)    3035.24   (feet)  ADJUSTED  
 SR0956  ___________________________________________________________________
 SR0956  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 SR0956  DYNAMIC HT  -         925.142 (meters)    3035.24  (feet)  COMP
 SR0956  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 SR0956
 SR0956  VERT ORDER  -  FIRST     CLASS II
 SR0956
 SR0956.The horizontal coordinates were scaled from a topographic map and have
 SR0956.an estimated accuracy of +/- 6 seconds.
 SR0956
 SR0956.The orthometric height was determined by differential leveling
 SR0956.and adjusted by the National Geodetic Survey in June 1991..
 SR0956
 SR0956.The geoid height was determined by GEOID03.
 SR0956
 SR0956.The dynamic height is computed by dividing the NAVD 88
 SR0956.geopotential number by the normal gravity value computed on the
 SR0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0956.degrees latitude (g = 980.6199 gals.).
 SR0956
 SR0956.The modeled gravity was interpolated from observed gravity values.
 SR0956
 SR0956;                    North         East    Units  Estimated Accuracy
 SR0956;SPC MT       -   363,070.      656,350.      MT  (+/- 180 meters Scaled)
 SR0956
 SR0956                          SUPERSEDED SURVEY CONTROL
 SR0956
 SR0956.No superseded survey control is available for this station.
 SR0956
 SR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT692648(NAD 83)
 SR0956_MARKER: I = METAL ROD
 SR0956_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SR0956+WITH SETTING: INFORMATION.
 SR0956_SP_SET: SHALLOW SET METAL ROD
 SR0956_STAMPING: E 529 1980
 SR0956_PROJECTION: FLUSH
 SR0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0956_ROD/PIPE-DEPTH: 3.7  meters
 SR0956
 SR0956  HISTORY     - Date     Condition        Report By
 SR0956  HISTORY     - 1980     MONUMENTED       NGS
 SR0956
 SR0956                          STATION DESCRIPTION
 SR0956
 SR0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0956'34.1 KM NE FROM ROY.
 SR0956'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0956'THENCE 34.1 KM (21.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0956'14.7 KM (9.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0956'END OF THE MISSOURI RIVER BRIDGE, 0.5 KM (0.3 MI)
 SR0956'SOUTHWEST OF A DIRT ROAD LEADING WEST, 23.8 METERS (78.0 FT) WEST OF
 SR0956'THE CENTERLINE OF THE HIGHWAY, 42.8 METERS (140.0 FT) SOUTH OF A
 SR0956'POWER POLE, AND 0.4 METER (1.3 FT) EAST OF A FENCE.  NOTE=REFUSAL
 SR0956'WAS REACHED AT 3.7 METERS (12.0 FT).  ACCESS TO THE DATUM POINT IS
 SR0956'THROUGH A 5-INCH LOGO CAP.
 SR0956'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 SR0956'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0084 ***********************************************************************
 TM0084  DESIGNATION -  E 53
 TM0084  PID         -  TM0084
 TM0084  STATE/COUNTY-  MT/FLATHEAD
 TM0084  USGS QUAD   -  BLACKTAIL (1994)
 TM0084
 TM0084                         *CURRENT SURVEY CONTROL
 TM0084  ___________________________________________________________________
 TM0084* NAD 83(1986)-  48 17 03.     (N)    113 26 54.     (W)     SCALED    
 TM0084* NAVD 88     -      1438.402  (meters)    4719.16   (feet)  ADJUSTED  
 TM0084  ___________________________________________________________________
 TM0084  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 TM0084  DYNAMIC HT  -        1438.300 (meters)    4718.82  (feet)  COMP
 TM0084  MODELED GRAV-     980,489.5   (mgal)                       NAVD 88
 TM0084
 TM0084  VERT ORDER  -  FIRST     CLASS II
 TM0084
 TM0084.The horizontal coordinates were scaled from a topographic map and have
 TM0084.an estimated accuracy of +/- 6 seconds.
 TM0084
 TM0084.The orthometric height was determined by differential leveling
 TM0084.and adjusted by the National Geodetic Survey in June 1991..
 TM0084
 TM0084.The geoid height was determined by GEOID03.
 TM0084
 TM0084.The dynamic height is computed by dividing the NAVD 88
 TM0084.geopotential number by the normal gravity value computed on the
 TM0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0084.degrees latitude (g = 980.6199 gals.).
 TM0084
 TM0084.The modeled gravity was interpolated from observed gravity values.
 TM0084
 TM0084;                    North         East    Units  Estimated Accuracy
 TM0084;SPC MT       -   455,660.      307,210.      MT  (+/- 180 meters Scaled)
 TM0084
 TM0084                          SUPERSEDED SURVEY CONTROL
 TM0084
 TM0084  NGVD 29 (??/??/92) 1437.116  (m)         4714.94   (f) ADJ UNCH    1 2
 TM0084
 TM0084.Superseded values are not recommended for survey control.
 TM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0084.See file dsdata.txt to determine how the superseded data were derived.
 TM0084
 TM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU183507(NAD 83)
 TM0084_MARKER: DB = BENCH MARK DISK
 TM0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TM0084_SP_SET: CONCRETE BASE
 TM0084_STAMPING: E 53 1933
 TM0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0084
 TM0084  HISTORY     - Date     Condition        Report By
 TM0084  HISTORY     - 1933     MONUMENTED       CGS
 TM0084  HISTORY     - 1960     GOOD             DOD
 TM0084
 TM0084                          STATION DESCRIPTION
 TM0084
 TM0084'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0084'11.9 MI E FROM WALTON.
 TM0084'11.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TM0084'WALTON, (ESSEX POST OFFICE), FLATHEAD COUNTY, 0.7 MILE NORTHEAST OF
 TM0084'THE STATION AT BLACKTAIL, 58 FEET SOUTH OF MILEPOST 1157, 11 FEET
 TM0084'NORTH OF THE NORTH TRACK, AT SEMAPHORE 1157.1, AND IN THE TOP OF THE
 TM0084'CONCRETE BASE.  A STANDARD DISK, STAMPED E 53 1933 PROJECTING 1.0 FOOT
 TM0084'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1319 ***********************************************************************
 SS1319  DESIGNATION -  E 532
 SS1319  PID         -  SS1319
 SS1319  STATE/COUNTY-  MT/JUDITH BASIN
 SS1319  USGS QUAD   -  BENCHLAND (1978)
 SS1319
 SS1319                         *CURRENT SURVEY CONTROL
 SS1319  ___________________________________________________________________
 SS1319* NAD 83(1986)-  47 04 26.     (N)    110 06 41.     (W)     SCALED    
 SS1319* NAVD 88     -      1275.948  (meters)    4186.17   (feet)  ADJUSTED  
 SS1319  ___________________________________________________________________
 SS1319  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 SS1319  DYNAMIC HT  -        1275.757 (meters)    4185.55  (feet)  COMP
 SS1319  MODELED GRAV-     980,418.9   (mgal)                       NAVD 88
 SS1319  OBS GRAVITY -     980,418.7   (mgal)                       GRAV_OBS
 SS1319
 SS1319  VERT ORDER  -  FIRST     CLASS II
 SS1319
 SS1319.The horizontal coordinates were scaled from a topographic map and have
 SS1319.an estimated accuracy of +/- 6 seconds.
 SS1319
 SS1319.The orthometric height was determined by differential leveling
 SS1319.and adjusted by the National Geodetic Survey in June 1991..
 SS1319
 SS1319.The geoid height was determined by GEOID03.
 SS1319
 SS1319.The dynamic height is computed by dividing the NAVD 88
 SS1319.geopotential number by the normal gravity value computed on the
 SS1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1319.degrees latitude (g = 980.6199 gals.).
 SS1319
 SS1319.The modeled gravity was interpolated from observed gravity values.
 SS1319.The observed gravity was obtained from relative gravimeter ties
 SS1319.to the IGSN71 gravity network.
 SS1319
 SS1319;                    North         East    Units  Estimated Accuracy
 SS1319;SPC MT       -   313,970.      553,590.      MT  (+/- 180 meters Scaled)
 SS1319
 SS1319                          SUPERSEDED SURVEY CONTROL
 SS1319
 SS1319.No superseded survey control is available for this station.
 SS1319
 SS1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT674137(NAD 83)
 SS1319_MARKER: I = METAL ROD
 SS1319_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1319_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1319_STAMPING: E 532 1980
 SS1319_PROJECTION: FLUSH
 SS1319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1319+STABILITY: POSITION/ELEVATION WELL
 SS1319_ROD/PIPE-DEPTH: 12.5 meters
 SS1319_SLEEVE-DEPTH  : 12.2 meters
 SS1319
 SS1319  HISTORY     - Date     Condition        Report By
 SS1319  HISTORY     - 1980     MONUMENTED       NGS
 SS1319
 SS1319                          STATION DESCRIPTION
 SS1319
 SS1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1319'13.8 KM EAST FROM STANFORD.
 SS1319'0.3 KM (0.2 MI) WEST ALONG CENTRAL AVENUE FROM THE POST OFFICE IN
 SS1319'STANFORD THENCE 1.0 KM (0.6 MI) SOUTH ALONG 3RD STREET SOUTH THENCE
 SS1319'12.5 KM (7.8 MI) EAST ALONG U.S. HIGHWAY 87, 0.2 KM (0.1 MI)
 SS1319'SOUTHEAST OF A BRIDGE OVER A DRY WASH, 17.0 METERS (55.8 FT) NORTH
 SS1319'OF THE CENTERLINE OF THE HIGHWAY, 3.9 METERS (12.8 FT) NORTH OF A
 SS1319'FENCE AND 1.0 METERS (3.3 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 SS1319'REACHED AT 12.5 METERS (41 FT) AND ACCESS TO THE DATUM POINT IS
 SS1319'THROUGH A 5-INCH LOGO CAP.
 SS1319'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 SS1319'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1012 ***********************************************************************
 SR1012  DESIGNATION -  E 533
 SR1012  PID         -  SR1012
 SR1012  STATE/COUNTY-  MT/JUDITH BASIN
 SR1012  USGS QUAD   -  MOCCASIN (1970)
 SR1012
 SR1012                         *CURRENT SURVEY CONTROL
 SR1012  ___________________________________________________________________
 SR1012* NAD 83(1986)-  47 03 19.     (N)    109 58 02.     (W)     SCALED    
 SR1012* NAVD 88     -      1302.600  (meters)    4273.61   (feet)  ADJUSTED  
 SR1012  ___________________________________________________________________
 SR1012  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 SR1012  DYNAMIC HT  -        1302.398 (meters)    4272.95  (feet)  COMP
 SR1012  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 SR1012
 SR1012  VERT ORDER  -  FIRST     CLASS II
 SR1012
 SR1012.The horizontal coordinates were scaled from a topographic map and have
 SR1012.an estimated accuracy of +/- 6 seconds.
 SR1012
 SR1012.The orthometric height was determined by differential leveling
 SR1012.and adjusted by the National Geodetic Survey in June 1991..
 SR1012
 SR1012.The geoid height was determined by GEOID03.
 SR1012
 SR1012.The dynamic height is computed by dividing the NAVD 88
 SR1012.geopotential number by the normal gravity value computed on the
 SR1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR1012.degrees latitude (g = 980.6199 gals.).
 SR1012
 SR1012.The modeled gravity was interpolated from observed gravity values.
 SR1012
 SR1012;                    North         East    Units  Estimated Accuracy
 SR1012;SPC MT       -   311,830.      564,520.      MT  (+/- 180 meters Scaled)
 SR1012
 SR1012                          SUPERSEDED SURVEY CONTROL
 SR1012
 SR1012.No superseded survey control is available for this station.
 SR1012
 SR1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT784118(NAD 83)
 SR1012_MARKER: I = METAL ROD
 SR1012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR1012_SP_SET: STAINLESS STEEL ROD
 SR1012_STAMPING: E 533 1980
 SR1012_PROJECTION: FLUSH
 SR1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR1012_ROD/PIPE-DEPTH: 4.9  meters
 SR1012
 SR1012  HISTORY     - Date     Condition        Report By
 SR1012  HISTORY     - 1980     MONUMENTED       NGS
 SR1012
 SR1012                          STATION DESCRIPTION
 SR1012
 SR1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR1012'4.5 KM WEST FROM MOCCASIN.
 SR1012'0.2 KM (0.1 MI) NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 SR1012'MOCCASIN THENCE 4.3 KM (2.7 MI) WEST ALONG U.S. HIGHWAY 87, 0.2
 SR1012'KM (0.15 MI) NORTHWEST OF MILE POST 52, AT A CROSSROADS, 21.6 METERS
 SR1012'(71 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS (36.8
 SR1012'FT) EAST OF THE CENTER OF A GRAVEL ROAD, 1.8 METERS (5.8 FT) EAST-
 SR1012'SOUTHEAST OF A UTILITY POLE WITH TWO GUYWIRES, 1.1 METERS (3.7 FT)
 SR1012'EAST OF A FENCE CORNER, 0.6 METER (2.0 FT) SOUTH OF A FENCE.  NOTE=
 SR1012'REFUSAL WAS REACHED AT 4.9 METERS (16.0 FT) AND ACCESS TO THE DATUM
 SR1012'POINT IS THROUGH A 5-INCH LOGO CAP.
 SR1012'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 SR1012'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1339 ***********************************************************************
 SS1339  DESIGNATION -  E 534
 SS1339  PID         -  SS1339
 SS1339  STATE/COUNTY-  MT/CASCADE
 SS1339  USGS QUAD   -  BELT (1982)
 SS1339
 SS1339                         *CURRENT SURVEY CONTROL
 SS1339  ___________________________________________________________________
 SS1339* NAD 83(1986)-  47 23 15.     (N)    110 54 57.     (W)     SCALED    
 SS1339* NAVD 88     -      1137.747  (meters)    3732.76   (feet)  ADJUSTED  
 SS1339  ___________________________________________________________________
 SS1339  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 SS1339  DYNAMIC HT  -        1137.649 (meters)    3732.44  (feet)  COMP
 SS1339  MODELED GRAV-     980,487.1   (mgal)                       NAVD 88
 SS1339  OBS GRAVITY -     980,482.0   (mgal)                       GRAV_OBS
 SS1339
 SS1339  VERT ORDER  -  FIRST     CLASS II
 SS1339
 SS1339.The horizontal coordinates were scaled from a topographic map and have
 SS1339.an estimated accuracy of +/- 6 seconds.
 SS1339
 SS1339.The orthometric height was determined by differential leveling
 SS1339.and adjusted by the National Geodetic Survey in June 1991..
 SS1339
 SS1339.The geoid height was determined by GEOID03.
 SS1339
 SS1339.The dynamic height is computed by dividing the NAVD 88
 SS1339.geopotential number by the normal gravity value computed on the
 SS1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1339.degrees latitude (g = 980.6199 gals.).
 SS1339
 SS1339.The modeled gravity was interpolated from observed gravity values.
 SS1339.The observed gravity was obtained from relative gravimeter ties
 SS1339.to the IGSN71 gravity network.
 SS1339
 SS1339;                    North         East    Units  Estimated Accuracy
 SS1339;SPC MT       -   349,600.      493,170.      MT  (+/- 180 meters Scaled)
 SS1339
 SS1339                          SUPERSEDED SURVEY CONTROL
 SS1339
 SS1339.No superseded survey control is available for this station.
 SS1339
 SS1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT063482(NAD 83)
 SS1339_MARKER: DB = BENCH MARK DISK
 SS1339_SETTING: 66 = SET IN ROCK OUTCROP
 SS1339_SP_SET: ROCK OUTCROP
 SS1339_STAMPING: E 534 1980
 SS1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1339+STABILITY: POSITION/ELEVATION WELL
 SS1339
 SS1339  HISTORY     - Date     Condition        Report By
 SS1339  HISTORY     - 1980     MONUMENTED       NGS
 SS1339
 SS1339                          STATION DESCRIPTION
 SS1339
 SS1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1339'1.2 KM NE FROM BELT.
 SS1339'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS1339'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.4 KM
 SS1339'(0.25 MI) EAST ALONG A GRAVEL ROAD, 14.6 METERS (48 FT) NORTHWEST FROM
 SS1339'THE CENTER OF THE GRAVEL ROAD, 0.5 METER (1.6 FT) SOUTHEAST OF A FENCE
 SS1339'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 SS1339'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1365 ***********************************************************************
 SS1365  DESIGNATION -  E 535
 SS1365  PID         -  SS1365
 SS1365  STATE/COUNTY-  MT/CASCADE
 SS1365  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS1365
 SS1365                         *CURRENT SURVEY CONTROL
 SS1365  ___________________________________________________________________
 SS1365* NAD 83(1986)-  47 29 34.     (N)    111 12 50.     (W)     SCALED    
 SS1365* NAVD 88     -      1065.938  (meters)    3497.16   (feet)  ADJUSTED  
 SS1365  ___________________________________________________________________
 SS1365  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS1365  DYNAMIC HT  -        1065.866 (meters)    3496.93  (feet)  COMP
 SS1365  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 SS1365
 SS1365  VERT ORDER  -  FIRST     CLASS II
 SS1365
 SS1365.The horizontal coordinates were scaled from a topographic map and have
 SS1365.an estimated accuracy of +/- 6 seconds.
 SS1365
 SS1365.The orthometric height was determined by differential leveling
 SS1365.and adjusted by the National Geodetic Survey in June 1991..
 SS1365
 SS1365.The geoid height was determined by GEOID03.
 SS1365
 SS1365.The dynamic height is computed by dividing the NAVD 88
 SS1365.geopotential number by the normal gravity value computed on the
 SS1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1365.degrees latitude (g = 980.6199 gals.).
 SS1365
 SS1365.The modeled gravity was interpolated from observed gravity values.
 SS1365
 SS1365;                    North         East    Units  Estimated Accuracy
 SS1365;SPC MT       -   361,740.      470,940.      MT  (+/- 180 meters Scaled)
 SS1365
 SS1365                          SUPERSEDED SURVEY CONTROL
 SS1365
 SS1365.No superseded survey control is available for this station.
 SS1365
 SS1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT838599(NAD 83)
 SS1365_MARKER: I = METAL ROD
 SS1365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1365_SP_SET: STAINLESS STEEL ROD
 SS1365_STAMPING: E 535 1980
 SS1365_PROJECTION: FLUSH
 SS1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1365_ROD/PIPE-DEPTH: 4.3  meters
 SS1365
 SS1365  HISTORY     - Date     Condition        Report By
 SS1365  HISTORY     - 1980     MONUMENTED       NGS
 SS1365
 SS1365                          STATION DESCRIPTION
 SS1365
 SS1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1365'0.2 KM SE FROM GREAT FALLS.
 SS1365'0.2 KM (0.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE BY-PASS
 SS1365'JUNCTION OF U.S. HIGHWAYS 87 AND 89 AT THE SOUTHEAST EDGE OF GREAT
 SS1365'FALLS, 10.0 METERS (31.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 SS1365'HIGHWAY, AND 1.8 METERS (5.9 FT) NORTHEAST OF THE SOUTHWEST LEG
 SS1365'OF AN INFORMATION SIGN.  NOTE=REFUSAL WAS REACHED AT 4.3 METERS
 SS1365'(14.0 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1365'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SS1365'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0771 ***********************************************************************
 RV0771  DESIGNATION -  E 536 RESET
 RV0771  PID         -  RV0771
 RV0771  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0771  USGS QUAD   -  RYEGATE EAST (1986)
 RV0771
 RV0771                         *CURRENT SURVEY CONTROL
 RV0771  ___________________________________________________________________
 RV0771* NAD 83(1986)-  46 18 03.     (N)    109 12 48.     (W)     SCALED    
 RV0771* NAVD 88     -      1099.06   (meters)    3605.8    (feet)  RESET     
 RV0771  ___________________________________________________________________
 RV0771  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 RV0771
 RV0771  VERT ORDER  -  THIRD
 RV0771
 RV0771.The horizontal coordinates were scaled from a topographic map and have
 RV0771.an estimated accuracy of +/- 6 seconds.
 RV0771
 RV0771.The orthometric height was computed from unverified reset data.
 RV0771.No vertical observational check was made to the station.
 RV0771
 RV0771.The geoid height was determined by GEOID03.
 RV0771
 RV0771;                    North         East    Units  Estimated Accuracy
 RV0771;SPC MT       -   227,940.      622,070.      MT  (+/- 180 meters Scaled)
 RV0771
 RV0771                          SUPERSEDED SURVEY CONTROL
 RV0771
 RV0771.No superseded survey control is available for this station.
 RV0771
 RV0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS375290(NAD 83)
 RV0771_MARKER: B = BOLT
 RV0771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0771_SP_SET: STAINLESS STEEL ROD
 RV0771_STAMPING: E 536 RESET 1987
 RV0771_MARK LOGO: NGS   
 RV0771_PROJECTION: FLUSH
 RV0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 RV0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0771_ROD/PIPE-DEPTH: 6.2  meters
 RV0771
 RV0771  HISTORY     - Date     Condition        Report By
 RV0771  HISTORY     - 1987     MONUMENTED       NGS
 RV0771
 RV0771                          STATION DESCRIPTION
 RV0771
 RV0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RV0771'3.5 KM (2.15 MI) NORTHEAST ALONG US HIGHWAY 12 FROM THE POST OFFICE
 RV0771'IN RYEGATE, 0.2 KM (0.10 MI) WEST OF MILEPOST 132, ALONG THE SOUTH
 RV0771'RIGHT-OF-WAY OF THE NEW HIGHWAY, 6.90 KM (4.30 MI) SOUTH OF THE
 RV0771'CENTER OF A GRAVEL ROAD, 6.00 METERS (19.68 FT) EAST OF A POWERLINE
 RV0771'POLE, 1.00 M (3.28 FT) NORTH OF A FENCE, 0.60 M (1.97 FT) NORTH OF A
 RV0771'WITNESS POST AND SET IN THE RIGHT-OF-WAY EDGE.  A NEW ROAD IS BEING
 RV0771'BUILT AND NO MEASUREMENT IS AVAILABLE TO THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0670 ***********************************************************************
 RV0670  DESIGNATION -  E 537
 RV0670  PID         -  RV0670
 RV0670  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0670  USGS QUAD   -  LAVINA (1979)
 RV0670
 RV0670                         *CURRENT SURVEY CONTROL
 RV0670  ___________________________________________________________________
 RV0670* NAD 83(1986)-  46 16 53.     (N)    108 56 21.     (W)     SCALED    
 RV0670* NAVD 88     -      1048.532  (meters)    3440.06   (feet)  ADJUSTED  
 RV0670  ___________________________________________________________________
 RV0670  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 RV0670  DYNAMIC HT  -        1048.355 (meters)    3439.48  (feet)  COMP
 RV0670  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 RV0670
 RV0670  VERT ORDER  -  FIRST     CLASS II
 RV0670
 RV0670.The horizontal coordinates were scaled from a topographic map and have
 RV0670.an estimated accuracy of +/- 6 seconds.
 RV0670
 RV0670.The orthometric height was determined by differential leveling
 RV0670.and adjusted by the National Geodetic Survey in June 1991..
 RV0670
 RV0670.The geoid height was determined by GEOID03.
 RV0670
 RV0670.The dynamic height is computed by dividing the NAVD 88
 RV0670.geopotential number by the normal gravity value computed on the
 RV0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0670.degrees latitude (g = 980.6199 gals.).
 RV0670
 RV0670.The modeled gravity was interpolated from observed gravity values.
 RV0670
 RV0670;                    North         East    Units  Estimated Accuracy
 RV0670;SPC MT       -   225,900.      643,200.      MT  (+/- 180 meters Scaled)
 RV0670
 RV0670                          SUPERSEDED SURVEY CONTROL
 RV0670
 RV0670.No superseded survey control is available for this station.
 RV0670
 RV0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS587273(NAD 83)
 RV0670_MARKER: DB = BENCH MARK DISK
 RV0670_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RV0670_SP_SET: ABUTMENT
 RV0670_STAMPING: E 537 1980
 RV0670_MARK LOGO: NGS   
 RV0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0670
 RV0670  HISTORY     - Date     Condition        Report By
 RV0670  HISTORY     - 1980     MONUMENTED       NGS
 RV0670
 RV0670                          STATION DESCRIPTION
 RV0670
 RV0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0670'1.6 KM (1.0 MI) SOUTH FROM LAVINA.
 RV0670'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 RV0670'LAVINA, AT THE SOUTHWEST END OF A BRIDGE CROSSING BIG COULEE CREEK, IN
 RV0670'THE BRIDGE ABUTMENT AND WALKWAY, 4.6 METERS (15.0 FT) WEST OF THE
 RV0670'CENTERLINE OF THE HIGHWAY AND 0.6 METER (2.0 FT) NORTH OF THE
 RV0670'SOUTHWEST END OF THE BRIDGE.
 RV0670'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0371 ***********************************************************************
 QW0371  DESIGNATION -  E 538
 QW0371  PID         -  QW0371
 QW0371  STATE/COUNTY-  MT/YELLOWSTONE
 QW0371  USGS QUAD   -  ROCK SPRING (1956)
 QW0371
 QW0371                         *CURRENT SURVEY CONTROL
 QW0371  ___________________________________________________________________
 QW0371* NAD 83(1986)-  45 56 39.     (N)    108 52 50.     (W)     SCALED    
 QW0371* NAVD 88     -      1170.279  (meters)    3839.49   (feet)  ADJUSTED  
 QW0371  ___________________________________________________________________
 QW0371  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QW0371  DYNAMIC HT  -        1170.011 (meters)    3838.61  (feet)  COMP
 QW0371  MODELED GRAV-     980,345.7   (mgal)                       NAVD 88
 QW0371
 QW0371  VERT ORDER  -  FIRST     CLASS II
 QW0371
 QW0371.The horizontal coordinates were scaled from a topographic map and have
 QW0371.an estimated accuracy of +/- 6 seconds.
 QW0371
 QW0371.The orthometric height was determined by differential leveling
 QW0371.and adjusted by the National Geodetic Survey in June 1991..
 QW0371
 QW0371.The geoid height was determined by GEOID03.
 QW0371
 QW0371.The dynamic height is computed by dividing the NAVD 88
 QW0371.geopotential number by the normal gravity value computed on the
 QW0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0371.degrees latitude (g = 980.6199 gals.).
 QW0371
 QW0371.The modeled gravity was interpolated from observed gravity values.
 QW0371
 QW0371;                    North         East    Units  Estimated Accuracy
 QW0371;SPC MT       -   188,470.      648,010.      MT  (+/- 180 meters Scaled)
 QW0371
 QW0371                          SUPERSEDED SURVEY CONTROL
 QW0371
 QW0371.No superseded survey control is available for this station.
 QW0371
 QW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR642900(NAD 83)
 QW0371_MARKER: I = METAL ROD
 QW0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0371_SP_SET: STAINLESS STEEL ROD
 QW0371_STAMPING: E 538 1980
 QW0371_MARK LOGO: NGS   
 QW0371_PROJECTION: FLUSH
 QW0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0371_ROD/PIPE-DEPTH: 6.1  meters
 QW0371
 QW0371  HISTORY     - Date     Condition        Report By
 QW0371  HISTORY     - 1980     MONUMENTED       NGS
 QW0371
 QW0371                          STATION DESCRIPTION
 QW0371
 QW0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0371'18.7 KM (11.6 MI) SOUTH FROM BROADVIEW.
 QW0371'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 QW0371'BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532, THENCE
 QW0371'17.2 KM (10.7 MI) SOUTH ALONG COUNTY ROAD 532, ACROSS THE ROAD FROM A
 QW0371'SIDE ROAD LEADING NORTHEAST, 0.1 KM (0.05 MI) SOUTH OF A SIDE ROAD
 QW0371'LEADING WEST, 27.1 METERS (88.9 FT) SOUTH OF THE SOUTH END OF A SMALL
 QW0371'BRIDGE, 34.1 METERS (112.0 FT) NORTH OF A UTILITY POLE AND 10.2 METERS
 QW0371'(33.4 FT) WEST OF THE CENTER OF THE ROAD.  NOTE=ACCESS TO THE DATUM
 QW0371'POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0371'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 QW0371'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0471 ***********************************************************************
 TJ0471  DESIGNATION -  E 539
 TJ0471  PID         -  TJ0471
 TJ0471  STATE/COUNTY-  MT/PHILLIPS
 TJ0471  USGS QUAD   -  MALTA EAST (1987)
 TJ0471
 TJ0471                         *CURRENT SURVEY CONTROL
 TJ0471  ___________________________________________________________________
 TJ0471* NAD 83(1986)-  48 21 40.     (N)    107 49 19.     (W)     SCALED    
 TJ0471* NAVD 88     -       688.575  (meters)    2259.10   (feet)  ADJUSTED  
 TJ0471  ___________________________________________________________________
 TJ0471  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TJ0471  DYNAMIC HT  -         688.660 (meters)    2259.38  (feet)  COMP
 TJ0471  MODELED GRAV-     980,710.8   (mgal)                       NAVD 88
 TJ0471
 TJ0471  VERT ORDER  -  FIRST     CLASS II
 TJ0471
 TJ0471.The horizontal coordinates were scaled from a topographic map and have
 TJ0471.an estimated accuracy of +/- 6 seconds.
 TJ0471
 TJ0471.The orthometric height was determined by differential leveling
 TJ0471.and adjusted by the National Geodetic Survey in June 1991..
 TJ0471
 TJ0471.The geoid height was determined by GEOID03.
 TJ0471
 TJ0471.The dynamic height is computed by dividing the NAVD 88
 TJ0471.geopotential number by the normal gravity value computed on the
 TJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0471.degrees latitude (g = 980.6199 gals.).
 TJ0471
 TJ0471.The modeled gravity was interpolated from observed gravity values.
 TJ0471
 TJ0471;                    North         East    Units  Estimated Accuracy
 TJ0471;SPC MT       -   458,170.      724,300.      MT  (+/- 180 meters Scaled)
 TJ0471
 TJ0471                          SUPERSEDED SURVEY CONTROL
 TJ0471
 TJ0471.No superseded survey control is available for this station.
 TJ0471
 TJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP909602(NAD 83)
 TJ0471_MARKER: I = METAL ROD
 TJ0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0471_SP_SET: STAINLESS STEEL ROD
 TJ0471_STAMPING: E 539 1980
 TJ0471_MARK LOGO: NGS   
 TJ0471_PROJECTION: FLUSH
 TJ0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0471_ROD/PIPE-DEPTH: 7.3  meters
 TJ0471
 TJ0471  HISTORY     - Date     Condition        Report By
 TJ0471  HISTORY     - 1980     MONUMENTED       NGS
 TJ0471  HISTORY     - 1982     GOOD             NGS
 TJ0471
 TJ0471                          STATION DESCRIPTION
 TJ0471
 TJ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0471'3.7 KM (2.3 MI) EAST FROM MALTA.
 TJ0471'3.7 KM (2.3 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0471'RAILROAD STATION IN MALTA, 91.4 METERS (300.0 FT) NORTH OF THE NEAR
 TJ0471'RAIL, 27.9 METERS (91.5 FT) NORTH-NORTHEAST AND ACROSS A PAVED ROAD
 TJ0471'FROM THE EXTENDED CENTER OF A GRAVEL ROAD LEADING SOUTH, 22.4 METERS
 TJ0471'(73.5 FT) NORTH OF THE CENTER OF A PAVED ROAD, 14.7 METERS (48.2 FT)
 TJ0471'SOUTHWEST OF THE SOUTH ONE OF TWO POWER POLES NUMBERED 201-7, 13.9
 TJ0471'METERS (45.7 FT) EAST OF THE CENTER OF A FIELD ROAD, AND 3.5 METERS
 TJ0471'(11.6 FT) EAST OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 TJ0471'IS THROUGH A 5-INCH LOGO CAP.
 TJ0471'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 TJ0471'THE MARK IS 0.3 M BELOW THE ROAD.
 TJ0471
 TJ0471                          STATION RECOVERY (1982)
 TJ0471
 TJ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TJ0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0010 ***********************************************************************
 TM0010  DESIGNATION -  E 54
 TM0010  PID         -  TM0010
 TM0010  STATE/COUNTY-  MT/GLACIER
 TM0010  USGS QUAD   -  CUT BANK SE (1966)
 TM0010
 TM0010                         *CURRENT SURVEY CONTROL
 TM0010  ___________________________________________________________________
 TM0010* NAD 83(1986)-  48 37 16.     (N)    112 17 48.     (W)     SCALED    
 TM0010* NAVD 88     -      1169.697  (meters)    3837.58   (feet)  ADJUSTED  
 TM0010  ___________________________________________________________________
 TM0010  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0010  DYNAMIC HT  -        1169.731 (meters)    3837.69  (feet)  COMP
 TM0010  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 TM0010
 TM0010  VERT ORDER  -  FIRST     CLASS II
 TM0010
 TM0010.The horizontal coordinates were scaled from a topographic map and have
 TM0010.an estimated accuracy of +/- 6 seconds.
 TM0010
 TM0010.The orthometric height was determined by differential leveling
 TM0010.and adjusted by the National Geodetic Survey in June 1991..
 TM0010
 TM0010.The geoid height was determined by GEOID03.
 TM0010
 TM0010.The dynamic height is computed by dividing the NAVD 88
 TM0010.geopotential number by the normal gravity value computed on the
 TM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0010.degrees latitude (g = 980.6199 gals.).
 TM0010
 TM0010.The modeled gravity was interpolated from observed gravity values.
 TM0010
 TM0010;                    North         East    Units  Estimated Accuracy
 TM0010;SPC MT       -   489,420.      393,900.      MT  (+/- 180 meters Scaled)
 TM0010
 TM0010                          SUPERSEDED SURVEY CONTROL
 TM0010
 TM0010  NGVD 29 (??/??/92) 1168.605  (m)         3834.00   (f) ADJ UNCH    1 2
 TM0010
 TM0010.Superseded values are not recommended for survey control.
 TM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0010.See file dsdata.txt to determine how the superseded data were derived.
 TM0010
 TM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU044861(NAD 83)
 TM0010_MARKER: DB = BENCH MARK DISK
 TM0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0010_STAMPING: E 54 1933
 TM0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0010+STABILITY: SURFACE MOTION
 TM0010
 TM0010  HISTORY     - Date     Condition        Report By
 TM0010  HISTORY     - 1933     MONUMENTED       CGS
 TM0010  HISTORY     - 1960     GOOD             DOD
 TM0010  HISTORY     - 1978     MARK NOT FOUND   NGS
 TM0010
 TM0010                          STATION DESCRIPTION
 TM0010
 TM0010'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0010'2.0 MI SE FROM CUT BANK.
 TM0010'2.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0010'AT CUT BANK, GLACIER COUNTY, 400 FEET EAST OF A ROAD CROSSING, 145
 TM0010'FEET SOUTH OF MILEPOST 1088, 79 FEET SOUTH OF SEMAPHORE 1088.1, 52
 TM0010'FEET SOUTH OF THE SOUTH TRACK, AND 33 FEET NORTH OF THE RIGHT-OF-WAY
 TM0010'FENCE.  A STANDARD DISK, STAMPED E 54 1933 AND SET IN THE TOP OF A
 TM0010'CONCRETE POST.
 TM0010
 TM0010                          STATION RECOVERY (1978)
 TM0010
 TM0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0010'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0495 ***********************************************************************
 TJ0495  DESIGNATION -  E 540
 TJ0495  PID         -  TJ0495
 TJ0495  STATE/COUNTY-  MT/VALLEY
 TJ0495  USGS QUAD   -  SACO (1984)
 TJ0495
 TJ0495                         *CURRENT SURVEY CONTROL
 TJ0495  ___________________________________________________________________
 TJ0495* NAD 83(1986)-  48 27 06.     (N)    107 15 22.     (W)     SCALED    
 TJ0495* NAVD 88     -       685.349  (meters)    2248.52   (feet)  ADJUSTED  
 TJ0495  ___________________________________________________________________
 TJ0495  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TJ0495  DYNAMIC HT  -         685.454 (meters)    2248.86  (feet)  COMP
 TJ0495  MODELED GRAV-     980,741.0   (mgal)                       NAVD 88
 TJ0495
 TJ0495  VERT ORDER  -  FIRST     CLASS II
 TJ0495
 TJ0495.The horizontal coordinates were scaled from a topographic map and have
 TJ0495.an estimated accuracy of +/- 6 seconds.
 TJ0495
 TJ0495.The orthometric height was determined by differential leveling
 TJ0495.and adjusted by the National Geodetic Survey in June 1991..
 TJ0495
 TJ0495.The geoid height was determined by GEOID03.
 TJ0495
 TJ0495.The dynamic height is computed by dividing the NAVD 88
 TJ0495.geopotential number by the normal gravity value computed on the
 TJ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0495.degrees latitude (g = 980.6199 gals.).
 TJ0495
 TJ0495.The modeled gravity was interpolated from observed gravity values.
 TJ0495
 TJ0495;                    North         East    Units  Estimated Accuracy
 TJ0495;SPC MT       -   469,280.      765,910.      MT  (+/- 180 meters Scaled)
 TJ0495
 TJ0495                          SUPERSEDED SURVEY CONTROL
 TJ0495
 TJ0495.No superseded survey control is available for this station.
 TJ0495
 TJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP331689(NAD 83)
 TJ0495_MARKER: I = METAL ROD
 TJ0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0495_SP_SET: STAINLESS STEEL ROD
 TJ0495_STAMPING: E 540 1980
 TJ0495_MARK LOGO: NGS   
 TJ0495_PROJECTION: FLUSH
 TJ0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0495_ROD/PIPE-DEPTH: 8.5  meters
 TJ0495
 TJ0495  HISTORY     - Date     Condition        Report By
 TJ0495  HISTORY     - 1980     MONUMENTED       NGS
 TJ0495
 TJ0495                          STATION DESCRIPTION
 TJ0495
 TJ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0495'6.4 KM (4.0 MI) EAST FROM SACO.
 TJ0495'6.4 KM (4.0 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TJ0495'SACO, 3.2 KM (2.0 MI) EAST OF THE PHILLIPS-VALLEY COUNTY LINE, AT A
 TJ0495'GRAVELED CROSSROAD LEADING NORTH AND SOUTH, 18.3 METERS (60.0 FT)
 TJ0495'NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.0 FT) WEST
 TJ0495'OF THE CENTER OF THE ROAD, AND 0.6 METERS (2.0 FT) SOUTH OF A UTILITY
 TJ0495'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0495'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 TJ0495'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0518 ***********************************************************************
 TJ0518  DESIGNATION -  E 541
 TJ0518  PID         -  TJ0518
 TJ0518  STATE/COUNTY-  MT/VALLEY
 TJ0518  USGS QUAD   -  TAMPICO (1978)
 TJ0518
 TJ0518                         *CURRENT SURVEY CONTROL
 TJ0518  ___________________________________________________________________
 TJ0518* NAD 83(1986)-  48 19 57.     (N)    106 51 49.     (W)     SCALED    
 TJ0518* NAVD 88     -       651.310  (meters)    2136.84   (feet)  ADJUSTED  
 TJ0518  ___________________________________________________________________
 TJ0518  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0518  DYNAMIC HT  -         651.386 (meters)    2137.09  (feet)  COMP
 TJ0518  MODELED GRAV-     980,707.0   (mgal)                       NAVD 88
 TJ0518
 TJ0518  VERT ORDER  -  FIRST     CLASS II
 TJ0518
 TJ0518.The horizontal coordinates were scaled from a topographic map and have
 TJ0518.an estimated accuracy of +/- 6 seconds.
 TJ0518
 TJ0518.The orthometric height was determined by differential leveling
 TJ0518.and adjusted by the National Geodetic Survey in June 1991..
 TJ0518
 TJ0518.The geoid height was determined by GEOID03.
 TJ0518
 TJ0518.The dynamic height is computed by dividing the NAVD 88
 TJ0518.geopotential number by the normal gravity value computed on the
 TJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0518.degrees latitude (g = 980.6199 gals.).
 TJ0518
 TJ0518.The modeled gravity was interpolated from observed gravity values.
 TJ0518
 TJ0518;                    North         East    Units  Estimated Accuracy
 TJ0518;SPC MT       -   456,940.      795,370.      MT  (+/- 180 meters Scaled)
 TJ0518
 TJ0518                          SUPERSEDED SURVEY CONTROL
 TJ0518
 TJ0518.No superseded survey control is available for this station.
 TJ0518
 TJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP618549(NAD 83)
 TJ0518_MARKER: I = METAL ROD
 TJ0518_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TJ0518+WITH SETTING: INFORMATION.
 TJ0518_SP_SET: SHALLOW SET METAL ROD
 TJ0518_STAMPING: E 541 1980
 TJ0518_MARK LOGO: NGS   
 TJ0518_PROJECTION: FLUSH
 TJ0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0518_ROD/PIPE-DEPTH: 0.9  meters
 TJ0518
 TJ0518  HISTORY     - Date     Condition        Report By
 TJ0518  HISTORY     - 1980     MONUMENTED       NGS
 TJ0518
 TJ0518                          STATION DESCRIPTION
 TJ0518
 TJ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0518'23.1 KM (14.4 MI) EAST FROM HINSDALE.
 TJ0518'13.8 KM (8.6 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TJ0518'IN HINSDALE, THENCE 4.8 KM (3.0 MI) SOUTH ALONG A GRAVELED ROAD,
 TJ0518'THENCE 4.5 KM (2.8 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 TJ0518'RAILROAD, OR, 23.3 KM (14.5 MI) NORTHWEST
 TJ0518'ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE RAILROAD STATION IN
 TJ0518'GLASCOW, 14.2 METERS (46.7 FT) NORTHEAST OF MILE MARKER 292, 18.7
 TJ0518'METERS (61.2 FT) NORTHEAST OF THE NORTHEAST RAIL, 12.8 METERS (42.0
 TJ0518'FT) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 1.1 METERS (3.5 FT)
 TJ0518'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 TJ0518'THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 3.0 FT.
 TJ0518'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 TJ0518'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0418 ***********************************************************************
 TH0418  DESIGNATION -  E 542
 TH0418  PID         -  TH0418
 TH0418  STATE/COUNTY-  MT/ROOSEVELT
 TH0418  USGS QUAD   -  WOLF POINT (1989)
 TH0418
 TH0418                         *CURRENT SURVEY CONTROL
 TH0418  ___________________________________________________________________
 TH0418* NAD 83(1986)-  48 05 00.     (N)    105 44 11.     (W)     SCALED    
 TH0418* NAVD 88     -       623.482  (meters)    2045.54   (feet)  ADJUSTED  
 TH0418  ___________________________________________________________________
 TH0418  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TH0418  DYNAMIC HT  -         623.555 (meters)    2045.78  (feet)  COMP
 TH0418  MODELED GRAV-     980,708.3   (mgal)                       NAVD 88
 TH0418
 TH0418  VERT ORDER  -  FIRST     CLASS II
 TH0418
 TH0418.The horizontal coordinates were scaled from a topographic map and have
 TH0418.an estimated accuracy of +/- 6 seconds.
 TH0418
 TH0418.The orthometric height was determined by differential leveling
 TH0418.and adjusted by the National Geodetic Survey in June 1991..
 TH0418
 TH0418.The geoid height was determined by GEOID03.
 TH0418
 TH0418.The dynamic height is computed by dividing the NAVD 88
 TH0418.geopotential number by the normal gravity value computed on the
 TH0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0418.degrees latitude (g = 980.6199 gals.).
 TH0418
 TH0418.The modeled gravity was interpolated from observed gravity values.
 TH0418
 TH0418;                    North         East    Units  Estimated Accuracy
 TH0418;SPC MT       -   432,690.      880,180.      MT  (+/- 180 meters Scaled)
 TH0418
 TH0418                          SUPERSEDED SURVEY CONTROL
 TH0418
 TH0418.No superseded survey control is available for this station.
 TH0418
 TH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP451258(NAD 83)
 TH0418_MARKER: I = METAL ROD
 TH0418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0418_SP_SET: STAINLESS STEEL ROD
 TH0418_STAMPING: E 542 1980
 TH0418_MARK LOGO: NGS   
 TH0418_PROJECTION: FLUSH
 TH0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0418_ROD/PIPE-DEPTH: 4.9  meters
 TH0418
 TH0418  HISTORY     - Date     Condition        Report By
 TH0418  HISTORY     - 1980     MONUMENTED       NGS
 TH0418
 TH0418                          STATION DESCRIPTION
 TH0418
 TH0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0418'7.5 KM (4.65 MI) WEST FROM WOLF POINT.
 TH0418'7.5 KM (4.65 MI) WEST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TH0418'STATE HIGHWAY 13W IN WOLF POINT, 0.2 KM (0.15 MI) WEST OF MILE POST
 TH0418'586, AT A CROSSROADS, 24.2 METERS (79.5 FT) SOUTH-SOUTHEAST OF THE
 TH0418'CENTERLINE OF THE HIGHWAY, 16.0 METERS (52.5 FT) WEST OF THE CENTER
 TH0418'OF A SIDE ROAD LEADING SOUTH, 6.0 METERS (19.7 FT) WEST OF A UTILITY
 TH0418'POLE AT THE JUNCTION OF TWO POWER LINES.  NOTE=REFUSAL WAS REACHED
 TH0418'AT 16.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0418'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 TH0418'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0445 ***********************************************************************
 TH0445  DESIGNATION -  E 543
 TH0445  PID         -  TH0445
 TH0445  STATE/COUNTY-  MT/ROOSEVELT
 TH0445  USGS QUAD   -  POPLAR (1989)
 TH0445
 TH0445                         *CURRENT SURVEY CONTROL
 TH0445  ___________________________________________________________________
 TH0445* NAD 83(1986)-  48 06 51.     (N)    105 11 17.     (W)     SCALED    
 TH0445* NAVD 88     -       609.476  (meters)    1999.59   (feet)  ADJUSTED  
 TH0445  ___________________________________________________________________
 TH0445  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 TH0445  DYNAMIC HT  -         609.551 (meters)    1999.84  (feet)  COMP
 TH0445  MODELED GRAV-     980,715.5   (mgal)                       NAVD 88
 TH0445
 TH0445  VERT ORDER  -  FIRST     CLASS II
 TH0445
 TH0445.The horizontal coordinates were scaled from a topographic map and have
 TH0445.an estimated accuracy of +/- 6 seconds.
 TH0445
 TH0445.The orthometric height was determined by differential leveling
 TH0445.and adjusted by the National Geodetic Survey in June 1991..
 TH0445
 TH0445.The geoid height was determined by GEOID03.
 TH0445
 TH0445.The dynamic height is computed by dividing the NAVD 88
 TH0445.geopotential number by the normal gravity value computed on the
 TH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0445.degrees latitude (g = 980.6199 gals.).
 TH0445
 TH0445.The modeled gravity was interpolated from observed gravity values.
 TH0445
 TH0445;                    North         East    Units  Estimated Accuracy
 TH0445;SPC MT       -   438,220.      920,770.      MT  (+/- 180 meters Scaled)
 TH0445
 TH0445                          SUPERSEDED SURVEY CONTROL
 TH0445
 TH0445.No superseded survey control is available for this station.
 TH0445
 TH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP860290(NAD 83)
 TH0445_MARKER: I = METAL ROD
 TH0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0445_SP_SET: STAINLESS STEEL ROD
 TH0445_STAMPING: E 543 1980
 TH0445_MARK LOGO: NGS   
 TH0445_PROJECTION: FLUSH
 TH0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0445_ROD/PIPE-DEPTH: 7.3  meters
 TH0445
 TH0445  HISTORY     - Date     Condition        Report By
 TH0445  HISTORY     - 1980     MONUMENTED       NGS
 TH0445
 TH0445                          STATION DESCRIPTION
 TH0445
 TH0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0445'0.3 KM (0.2 MI) EAST FROM POPLAR.
 TH0445'0.3 KM (0.2 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0445'TRIBAL HEADQUARTERS IN POPLAR, AT THE ENTRANCE OF THE POPLAR AIRPORT,
 TH0445'57.5 METERS (188.6 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 TH0445'HIGHWAY, 10.4 METERS (34.0 FT) EAST OF THE CENTER OF A PAVED ROAD
 TH0445'LEADING TO THE POPLAR AIRPORT, 3.2 METERS (10.6 FT) EAST OF A FENCE
 TH0445'CORNER, AND 0.4 METER (1.4 FT) SOUTH OF A CHAINLINK FENCE.
 TH0445'NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM POINT IS
 TH0445'THROUGH A 5-INCH LOGO CAP.
 TH0445'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 TH0445'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0454 ***********************************************************************
 TH0454  DESIGNATION -  E 544
 TH0454  PID         -  TH0454
 TH0454  STATE/COUNTY-  MT/ROOSEVELT
 TH0454  USGS QUAD   -  SPROLE (1989)
 TH0454
 TH0454                         *CURRENT SURVEY CONTROL
 TH0454  ___________________________________________________________________
 TH0454* NAD 83(1986)-  48 06 26.     (N)    105 04 39.     (W)     SCALED    
 TH0454* NAVD 88     -       603.367  (meters)    1979.55   (feet)  ADJUSTED  
 TH0454  ___________________________________________________________________
 TH0454  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TH0454  DYNAMIC HT  -         603.439 (meters)    1979.78  (feet)  COMP
 TH0454  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 TH0454
 TH0454  VERT ORDER  -  FIRST     CLASS II
 TH0454
 TH0454.The horizontal coordinates were scaled from a topographic map and have
 TH0454.an estimated accuracy of +/- 6 seconds.
 TH0454
 TH0454.The orthometric height was determined by differential leveling
 TH0454.and adjusted by the National Geodetic Survey in June 1991..
 TH0454
 TH0454.The geoid height was determined by GEOID03.
 TH0454
 TH0454.The dynamic height is computed by dividing the NAVD 88
 TH0454.geopotential number by the normal gravity value computed on the
 TH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0454.degrees latitude (g = 980.6199 gals.).
 TH0454
 TH0454.The modeled gravity was interpolated from observed gravity values.
 TH0454
 TH0454;                    North         East    Units  Estimated Accuracy
 TH0454;SPC MT       -   437,900.      929,030.      MT  (+/- 180 meters Scaled)
 TH0454
 TH0454                          SUPERSEDED SURVEY CONTROL
 TH0454
 TH0454.No superseded survey control is available for this station.
 TH0454
 TH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP942282(NAD 83)
 TH0454_MARKER: DB = BENCH MARK DISK
 TH0454_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TH0454_SP_SET: ABUTMENT
 TH0454_STAMPING: E 544 1980
 TH0454_MARK LOGO: NGS   
 TH0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0454
 TH0454  HISTORY     - Date     Condition        Report By
 TH0454  HISTORY     - 1980     MONUMENTED       NGS
 TH0454
 TH0454                          STATION DESCRIPTION
 TH0454
 TH0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0454'8.6 KM (5.35 MI) EAST FROM POPLAR.
 TH0454'8.6 KM (5.35 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0454'TRIBAL HEADQUARTERS IN POPLAR, IN TOP OF THE SOUTHEAST CORNER OF
 TH0454'THE EAST ABUTMENT OF RAILROAD BRIDGE NUMBER 201.2, 0.4 METER (1.6 FT)
 TH0454'SOUTH OF THE NEAR RAIL, AND 0.3 METER (1.0 FT) WEST OF THE EAST END
 TH0454'OF THE BRIDGE.
 TH0454'THE MARK IS 0.3 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0545 ***********************************************************************
 TH0545  DESIGNATION -  E 545
 TH0545  PID         -  TH0545
 TH0545  STATE/COUNTY-  MT/ROOSEVELT
 TH0545  USGS QUAD   -  FROID (1983)
 TH0545
 TH0545                         *CURRENT SURVEY CONTROL
 TH0545  ___________________________________________________________________
 TH0545* NAD 83(1986)-  48 15 07.     (N)    104 29 51.     (W)     SCALED    
 TH0545* NAVD 88     -       662.541  (meters)    2173.69   (feet)  ADJUSTED  
 TH0545  ___________________________________________________________________
 TH0545  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 TH0545  DYNAMIC HT  -         662.628 (meters)    2173.97  (feet)  COMP
 TH0545  MODELED GRAV-     980,721.4   (mgal)                       NAVD 88
 TH0545
 TH0545  VERT ORDER  -  FIRST     CLASS II
 TH0545
 TH0545.The horizontal coordinates were scaled from a topographic map and have
 TH0545.an estimated accuracy of +/- 6 seconds.
 TH0545
 TH0545.The orthometric height was determined by differential leveling
 TH0545.and adjusted by the National Geodetic Survey in June 1991..
 TH0545
 TH0545.The geoid height was determined by GEOID03.
 TH0545
 TH0545.The dynamic height is computed by dividing the NAVD 88
 TH0545.geopotential number by the normal gravity value computed on the
 TH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0545.degrees latitude (g = 980.6199 gals.).
 TH0545
 TH0545.The modeled gravity was interpolated from observed gravity values.
 TH0545
 TH0545;                    North         East    Units  Estimated Accuracy
 TH0545;SPC MT       -   456,550.      971,100.      MT  (+/- 180 meters Scaled)
 TH0545
 TH0545                          SUPERSEDED SURVEY CONTROL
 TH0545
 TH0545.No superseded survey control is available for this station.
 TH0545
 TH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP373444(NAD 83)
 TH0545_MARKER: I = METAL ROD
 TH0545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0545_SP_SET: STAINLESS STEEL ROD
 TH0545_STAMPING: E 545 1980
 TH0545_MARK LOGO: NGS   
 TH0545_PROJECTION: FLUSH
 TH0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0545_ROD/PIPE-DEPTH: 4.6  meters
 TH0545
 TH0545  HISTORY     - Date     Condition        Report By
 TH0545  HISTORY     - 1980     MONUMENTED       NGS
 TH0545
 TH0545                          STATION DESCRIPTION
 TH0545
 TH0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0545'11.9 KM (7.4 MI) NORTH FROM CULBERTSON.
 TH0545'11.9 KM (7.4 MI) NORTH ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 TH0545'U.S. HIGHWAY 2 AND STATE HIGHWAY 16 IN CULBERTSON, AT A T-ROAD,
 TH0545'OR, 0.2 KM (0.15 MI) SOUTHWEST
 TH0545'ALONG COUNTY ROAD 405 FROM THE RAILROAD STATION IN FROID, THENCE
 TH0545'9.2 KM (5.7 MI) SOUTH ALONG STATE HIGHWAY 16, 23.8 METERS (78.0 FT)
 TH0545'EAST OF THE CENTERLINE OF THE HIGHWAY, 15.2 METERS (50.0 FT) NORTH
 TH0545'OF THE CENTER OF A GRAVEL ROAD LEADING EAST, AND 3.8 METERS (12.4 FT)
 TH0545'NORTH OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 15.0 FT.
 TH0545'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0545'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 TH0545'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0521 ***********************************************************************
 TH0521  DESIGNATION -  E 547
 TH0521  PID         -  TH0521
 TH0521  STATE/COUNTY-  MT/SHERIDAN
 TH0521  USGS QUAD   -  RESERVE (1988)
 TH0521
 TH0521                         *CURRENT SURVEY CONTROL
 TH0521  ___________________________________________________________________
 TH0521* NAD 83(1986)-  48 34 38.     (N)    104 27 06.     (W)     SCALED    
 TH0521* NAVD 88     -       600.764  (meters)    1971.01   (feet)  ADJUSTED  
 TH0521  ___________________________________________________________________
 TH0521  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TH0521  DYNAMIC HT  -         600.864 (meters)    1971.33  (feet)  COMP
 TH0521  MODELED GRAV-     980,757.8   (mgal)                       NAVD 88
 TH0521
 TH0521  VERT ORDER  -  FIRST     CLASS II
 TH0521
 TH0521.The horizontal coordinates were scaled from a topographic map and have
 TH0521.an estimated accuracy of +/- 6 seconds.
 TH0521
 TH0521.The orthometric height was determined by differential leveling
 TH0521.and adjusted by the National Geodetic Survey in June 1991..
 TH0521
 TH0521.The geoid height was determined by GEOID03.
 TH0521
 TH0521.The dynamic height is computed by dividing the NAVD 88
 TH0521.geopotential number by the normal gravity value computed on the
 TH0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0521.degrees latitude (g = 980.6199 gals.).
 TH0521
 TH0521.The modeled gravity was interpolated from observed gravity values.
 TH0521
 TH0521;                    North         East    Units  Estimated Accuracy
 TH0521;SPC MT       -   492,860.      972,170.      MT  (+/- 180 meters Scaled)
 TH0521
 TH0521                          SUPERSEDED SURVEY CONTROL
 TH0521
 TH0521.No superseded survey control is available for this station.
 TH0521
 TH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP404806(NAD 83)
 TH0521_MARKER: I = METAL ROD
 TH0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0521_SP_SET: STAINLESS STEEL ROD
 TH0521_STAMPING: E 547 1981
 TH0521_MARK LOGO: NGS   
 TH0521_PROJECTION: FLUSH
 TH0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0521_ROD/PIPE-DEPTH: 14.6 meters
 TH0521
 TH0521  HISTORY     - Date     Condition        Report By
 TH0521  HISTORY     - 1981     MONUMENTED       NGS
 TH0521
 TH0521                          STATION DESCRIPTION
 TH0521
 TH0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0521'10.5 KM (6.5 MI) NORTH FROM MEDICINE LAKE.
 TH0521'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0521'MEDICINE LAKE, THENCE 9.9 KM (6.15 MI) NORTHERLY ALONG STATE HIGHWAY
 TH0521'16, 0.1 KM (0.05 MI) SOUTH OF MILE POST 58, AT A SECTION LINE
 TH0521'CROSSROAD, 23.2 METERS (76.0 FT) WEST OF THE CENTERLINE OF THE
 TH0521'HIGHWAY, 8.4 METERS (27.5 FT) SOUTH OF THE CENTER OF THE ROAD, AND
 TH0521'0.3 METER (1.0 FT) EAST OF A WIRE FENCE.
 TH0521'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0521'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TH0521'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0496 ***********************************************************************
 TH0496  DESIGNATION -  E 548
 TH0496  PID         -  TH0496
 TH0496  STATE/COUNTY-  MT/SHERIDAN
 TH0496  USGS QUAD   -  RAYMOND (1983)
 TH0496
 TH0496                         *CURRENT SURVEY CONTROL
 TH0496  ___________________________________________________________________
 TH0496* NAD 83(1986)-  48 55 27.     (N)    104 34 32.     (W)     SCALED    
 TH0496* NAVD 88     -       730.932  (meters)    2398.07   (feet)  ADJUSTED  
 TH0496  ___________________________________________________________________
 TH0496  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TH0496  DYNAMIC HT  -         731.058 (meters)    2398.48  (feet)  COMP
 TH0496  MODELED GRAV-     980,757.9   (mgal)                       NAVD 88
 TH0496
 TH0496  VERT ORDER  -  FIRST     CLASS II
 TH0496
 TH0496.The horizontal coordinates were scaled from a topographic map and have
 TH0496.an estimated accuracy of +/- 6 seconds.
 TH0496
 TH0496.The orthometric height was determined by differential leveling
 TH0496.and adjusted by the National Geodetic Survey in June 1991..
 TH0496
 TH0496.The geoid height was determined by GEOID03.
 TH0496
 TH0496.The dynamic height is computed by dividing the NAVD 88
 TH0496.geopotential number by the normal gravity value computed on the
 TH0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0496.degrees latitude (g = 980.6199 gals.).
 TH0496
 TH0496.The modeled gravity was interpolated from observed gravity values.
 TH0496
 TH0496;                    North         East    Units  Estimated Accuracy
 TH0496;SPC MT       -   530,780.      960,620.      MT  (+/- 180 meters Scaled)
 TH0496
 TH0496                          SUPERSEDED SURVEY CONTROL
 TH0496
 TH0496.No superseded survey control is available for this station.
 TH0496
 TH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ310191(NAD 83)
 TH0496_MARKER: I = METAL ROD
 TH0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0496_SP_SET: STAINLESS STEEL ROD
 TH0496_STAMPING: E 548 1981
 TH0496_MARK LOGO: NGS   
 TH0496_PROJECTION: FLUSH
 TH0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0496_ROD/PIPE-DEPTH: 7.3  meters
 TH0496
 TH0496  HISTORY     - Date     Condition        Report By
 TH0496  HISTORY     - 1981     MONUMENTED       NGS
 TH0496
 TH0496                          STATION DESCRIPTION
 TH0496
 TH0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0496'8.3 KM (5.15 MI) SOUTH FROM REGWAY.
 TH0496'8.3 KM (5.15 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE UNITED
 TH0496'STATES-CANADIAN BORDER AT REGWAY, AT A FIELD ENTRANCE ROAD LEADING
 TH0496'WEST, 18.1 METERS (59.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.2
 TH0496'METERS (20.3 FT) NORTH OF THE CENTER OF THE ROAD, 2.2 METERS (7.2 FT)
 TH0496'NORTH OF A FENCE CORNER, AND 0.3 METER (1.0 FT) EAST OF A WIRE FENCE.
 TH0496'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0496'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 TH0496'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0568 ***********************************************************************
 TH0568  DESIGNATION -  E 549
 TH0568  PID         -  TH0568
 TH0568  STATE/COUNTY-  MT/ROOSEVELT
 TH0568  USGS QUAD   -  RED BANK CREEK (1989)
 TH0568
 TH0568                         *CURRENT SURVEY CONTROL
 TH0568  ___________________________________________________________________
 TH0568* NAD 83(1986)-  48 08 32.     (N)    104 07 19.     (W)     SCALED    
 TH0568* NAVD 88     -       606.268  (meters)    1989.06   (feet)  ADJUSTED  
 TH0568  ___________________________________________________________________
 TH0568  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 TH0568  DYNAMIC HT  -         606.338 (meters)    1989.29  (feet)  COMP
 TH0568  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 TH0568
 TH0568  VERT ORDER  -  FIRST     CLASS II
 TH0568
 TH0568.The horizontal coordinates were scaled from a topographic map and have
 TH0568.an estimated accuracy of +/- 6 seconds.
 TH0568
 TH0568.The orthometric height was determined by differential leveling
 TH0568.and adjusted by the National Geodetic Survey in June 1991..
 TH0568
 TH0568.The geoid height was determined by GEOID03.
 TH0568
 TH0568.The dynamic height is computed by dividing the NAVD 88
 TH0568.geopotential number by the normal gravity value computed on the
 TH0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0568.degrees latitude (g = 980.6199 gals.).
 TH0568
 TH0568.The modeled gravity was interpolated from observed gravity values.
 TH0568
 TH0568;                    North         East    Units  Estimated Accuracy
 TH0568;SPC MT       -   446,230.      999,760.      MT  (+/- 180 meters Scaled)
 TH0568
 TH0568                          SUPERSEDED SURVEY CONTROL
 TH0568
 TH0568.No superseded survey control is available for this station.
 TH0568
 TH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP653324(NAD 83)
 TH0568_MARKER: I = METAL ROD
 TH0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0568_SP_SET: STAINLESS STEEL ROD
 TH0568_STAMPING: E 549 1981
 TH0568_MARK LOGO: NGS   
 TH0568_PROJECTION: FLUSH
 TH0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0568_ROD/PIPE-DEPTH: 9.8  meters
 TH0568
 TH0568  HISTORY     - Date     Condition        Report By
 TH0568  HISTORY     - 1981     MONUMENTED       NGS
 TH0568
 TH0568                          STATION DESCRIPTION
 TH0568
 TH0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0568'30.2 KM (18.75 MI) EAST FROM CULBERTSON.
 TH0568'30.2 KM (18.75 MI) EASTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0568'WITH STATE HIGHWAY 16 IN CULBERTSON, OR, 29.6 KM (18.4 MI) WEST ALONG
 TH0568'U.S. HIGHWAY 2 FROM ITS JUNCTION WITH U.S. HIGHWAY 85 IN WILLISTON,
 TH0568'NORTH DAKOTA, 28.7 METERS (94.0 FT) SOUTH OF THE CENTERLINE OF THE
 TH0568'HIGHWAY, 13.8 METERS (45.4 FT) EAST OF THE CENTER OF A DIRT ROAD, 1.5
 TH0568'METERS (5.0 FT) EAST OF A FENCE CORNER AND 0.3 METER (1.0 FT) NORTH
 TH0568'OF A WIRE FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TH0568'LOGO CAP.
 TH0568'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TH0568'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0010 ***********************************************************************
 SU0010  DESIGNATION -  E 55
 SU0010  PID         -  SU0010
 SU0010  STATE/COUNTY-  MT/LAKE
 SU0010  USGS QUAD   -  ELMO (1964)
 SU0010
 SU0010                         *CURRENT SURVEY CONTROL
 SU0010  ___________________________________________________________________
 SU0010* NAD 83(1986)-  47 49 20.     (N)    114 20 58.     (W)     SCALED    
 SU0010* NAVD 88     -       883.982  (meters)    2900.20   (feet)  ADJUSTED  
 SU0010  ___________________________________________________________________
 SU0010  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 SU0010  DYNAMIC HT  -         883.970 (meters)    2900.16  (feet)  COMP
 SU0010  MODELED GRAV-     980,569.5   (mgal)                       NAVD 88
 SU0010
 SU0010  VERT ORDER  -  FIRST     CLASS II
 SU0010
 SU0010.The horizontal coordinates were scaled from a topographic map and have
 SU0010.an estimated accuracy of +/- 6 seconds.
 SU0010
 SU0010.The orthometric height was determined by differential leveling
 SU0010.and adjusted by the National Geodetic Survey in June 1991..
 SU0010
 SU0010.The geoid height was determined by GEOID03.
 SU0010
 SU0010.The dynamic height is computed by dividing the NAVD 88
 SU0010.geopotential number by the normal gravity value computed on the
 SU0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0010.degrees latitude (g = 980.6199 gals.).
 SU0010
 SU0010.The modeled gravity was interpolated from observed gravity values.
 SU0010
 SU0010;                    North         East    Units  Estimated Accuracy
 SU0010;SPC MT       -   408,170.      237,280.      MT  (+/- 180 meters Scaled)
 SU0010
 SU0010                          SUPERSEDED SURVEY CONTROL
 SU0010
 SU0010  NGVD 29 (??/??/92)  882.891  (m)         2896.62   (f) ADJ UNCH    1 2
 SU0010
 SU0010.Superseded values are not recommended for survey control.
 SU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0010.See file dsdata.txt to determine how the superseded data were derived.
 SU0010
 SU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN983999(NAD 83)
 SU0010_MARKER: DB = BENCH MARK DISK
 SU0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0010_STAMPING: E 55 1933
 SU0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0010+STABILITY: SURFACE MOTION
 SU0010
 SU0010  HISTORY     - Date     Condition        Report By
 SU0010  HISTORY     - 1933     MONUMENTED       CGS
 SU0010  HISTORY     - 1960     MARK NOT FOUND   USGS
 SU0010
 SU0010                          STATION DESCRIPTION
 SU0010
 SU0010'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SU0010'0.4 MI S FROM ELMO.
 SU0010'0.4 MILE SOUTH ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT ELMO,
 SU0010'LAKE COUNTY, 300 FEET NORTH OF A LANE CROSSING THE HIGHWAY, NEAR THE
 SU0010'NORTH INTERSECTION OF THE ROAD TO HOT SPRINGS, AND 29 FEET EAST OF THE
 SU0010'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 55 1933 AND SET
 SU0010'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK APPEARS TO BE
 SU0010'UNDER A RECENTLY FINISHED HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0275 ***********************************************************************
 SP0275  DESIGNATION -  E 550
 SP0275  PID         -  SP0275
 SP0275  STATE/COUNTY-  MT/RICHLAND
 SP0275  USGS QUAD   -  SAVAGE SW (1966)
 SP0275
 SP0275                         *CURRENT SURVEY CONTROL
 SP0275  ___________________________________________________________________
 SP0275* NAD 83(1986)-  47 21 32.     (N)    104 26 52.     (W)     SCALED    
 SP0275* NAVD 88     -       617.036  (meters)    2024.39   (feet)  ADJUSTED  
 SP0275  ___________________________________________________________________
 SP0275  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 SP0275  DYNAMIC HT  -         617.077 (meters)    2024.53  (feet)  COMP
 SP0275  MODELED GRAV-     980,659.2   (mgal)                       NAVD 88
 SP0275
 SP0275  VERT ORDER  -  FIRST     CLASS II
 SP0275
 SP0275.The horizontal coordinates were scaled from a topographic map and have
 SP0275.an estimated accuracy of +/- 6 seconds.
 SP0275
 SP0275.The orthometric height was determined by differential leveling
 SP0275.and adjusted by the National Geodetic Survey in June 1991..
 SP0275
 SP0275.The geoid height was determined by GEOID03.
 SP0275
 SP0275.The dynamic height is computed by dividing the NAVD 88
 SP0275.geopotential number by the normal gravity value computed on the
 SP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0275.degrees latitude (g = 980.6199 gals.).
 SP0275
 SP0275.The modeled gravity was interpolated from observed gravity values.
 SP0275
 SP0275;                    North         East    Units  Estimated Accuracy
 SP0275;SPC MT       -   357,750.      981,180.      MT  (+/- 180 meters Scaled)
 SP0275
 SP0275                          SUPERSEDED SURVEY CONTROL
 SP0275
 SP0275.No superseded survey control is available for this station.
 SP0275
 SP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN417451(NAD 83)
 SP0275_MARKER: I = METAL ROD
 SP0275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0275_SP_SET: STAINLESS STEEL ROD
 SP0275_STAMPING: E 550 1981
 SP0275_MARK LOGO: NGS   
 SP0275_PROJECTION: FLUSH
 SP0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0275_ROD/PIPE-DEPTH: 4.9  meters
 SP0275
 SP0275  HISTORY     - Date     Condition        Report By
 SP0275  HISTORY     - 1981     MONUMENTED       NGS
 SP0275
 SP0275                          STATION DESCRIPTION
 SP0275
 SP0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0275'13.9 KM (8.65 MI) SW FROM SAVAGE.
 SP0275'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0275'SAVAGE, THENCE 13.5 KM (8.4 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 16,
 SP0275'23.8 METERS (78.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.7
 SP0275'METERS (22.0 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING
 SP0275'SOUTHEAST AND 0.3 METER (1.0 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS TO
 SP0275'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0275'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 SP0275'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0388 ***********************************************************************
 RT0388  DESIGNATION -  E 551
 RT0388  PID         -  RT0388
 RT0388  STATE/COUNTY-  MT/PRAIRIE
 RT0388  USGS QUAD   -  FALLON (1983)
 RT0388
 RT0388                         *CURRENT SURVEY CONTROL
 RT0388  ___________________________________________________________________
 RT0388* NAD 83(1986)-  46 50 14.     (N)    105 03 54.     (W)     SCALED    
 RT0388* NAVD 88     -       666.419  (meters)    2186.41   (feet)  ADJUSTED  
 RT0388  ___________________________________________________________________
 RT0388  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 RT0388  DYNAMIC HT  -         666.402 (meters)    2186.35  (feet)  COMP
 RT0388  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 RT0388
 RT0388  VERT ORDER  -  FIRST     CLASS II
 RT0388
 RT0388.The horizontal coordinates were scaled from a topographic map and have
 RT0388.an estimated accuracy of +/- 6 seconds.
 RT0388
 RT0388.The orthometric height was determined by differential leveling
 RT0388.and adjusted by the National Geodetic Survey in June 1991..
 RT0388
 RT0388.The geoid height was determined by GEOID03.
 RT0388
 RT0388.The dynamic height is computed by dividing the NAVD 88
 RT0388.geopotential number by the normal gravity value computed on the
 RT0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0388.degrees latitude (g = 980.6199 gals.).
 RT0388
 RT0388.The modeled gravity was interpolated from observed gravity values.
 RT0388
 RT0388;                    North         East    Units  Estimated Accuracy
 RT0388;SPC MT       -   297,060.      937,950.      MT  (+/- 180 meters Scaled)
 RT0388
 RT0388                          SUPERSEDED SURVEY CONTROL
 RT0388
 RT0388.No superseded survey control is available for this station.
 RT0388
 RT0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM950870(NAD 83)
 RT0388_MARKER: I = METAL ROD
 RT0388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0388_SP_SET: STAINLESS STEEL ROD
 RT0388_STAMPING: E 551 1981
 RT0388_MARK LOGO: NGS   
 RT0388_PROJECTION: FLUSH
 RT0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0388_ROD/PIPE-DEPTH: 13.4 meters
 RT0388
 RT0388  HISTORY     - Date     Condition        Report By
 RT0388  HISTORY     - 1981     MONUMENTED       NGS
 RT0388
 RT0388                          STATION DESCRIPTION
 RT0388
 RT0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0388'4.4 KM (2.75 MI) EAST FROM FALLON.
 RT0388'4.4 KM (2.75 MI) EASTERLY ALONG THE BURLINGTON RAILROAD FROM THE
 RT0388'RAILROAD STATION IN FALLON, 0.2 KM (0.15 MI) EAST OF MILE POST 27, 5
 RT0388'UTILITY POLES EAST OF MILE POST 27, 21.6 METERS (71.0 FT) SOUTH OF THE
 RT0388'NEAR RAIL, 5.9 METERS (19.5 FT) SOUTHWEST OF A UTILITY POLE, 0.8 METER
 RT0388'(2.6 FT) EAST OF A T-FENCE AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 RT0388'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RT0388'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RT0388'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0364 ***********************************************************************
 RT0364  DESIGNATION -  E 552
 RT0364  PID         -  RT0364
 RT0364  STATE/COUNTY-  MT/CUSTER
 RT0364  USGS QUAD   -  MILES CITY (1980)
 RT0364
 RT0364                         *CURRENT SURVEY CONTROL
 RT0364  ___________________________________________________________________
 RT0364* NAD 83(1986)-  46 24 53.     (N)    105 50 03.     (W)     SCALED    
 RT0364* NAVD 88     -       717.309  (meters)    2353.37   (feet)  ADJUSTED  
 RT0364  ___________________________________________________________________
 RT0364  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RT0364  DYNAMIC HT  -         717.260 (meters)    2353.21  (feet)  COMP
 RT0364  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 RT0364
 RT0364  VERT ORDER  -  FIRST     CLASS II
 RT0364
 RT0364.The horizontal coordinates were scaled from a topographic map and have
 RT0364.an estimated accuracy of +/- 6 seconds.
 RT0364
 RT0364.The orthometric height was determined by differential leveling
 RT0364.and adjusted by the National Geodetic Survey in June 1991..
 RT0364
 RT0364.The geoid height was determined by GEOID03.
 RT0364
 RT0364.The dynamic height is computed by dividing the NAVD 88
 RT0364.geopotential number by the normal gravity value computed on the
 RT0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0364.degrees latitude (g = 980.6199 gals.).
 RT0364
 RT0364.The modeled gravity was interpolated from observed gravity values.
 RT0364
 RT0364;                    North         East    Units  Estimated Accuracy
 RT0364;SPC MT       -   247,140.      881,580.      MT  (+/- 180 meters Scaled)
 RT0364
 RT0364                          SUPERSEDED SURVEY CONTROL
 RT0364
 RT0364.No superseded survey control is available for this station.
 RT0364
 RT0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM358404(NAD 83)
 RT0364_MARKER: I = METAL ROD
 RT0364_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RT0364_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RT0364_STAMPING: E 552 1981
 RT0364_MARK LOGO: NGS   
 RT0364_PROJECTION: FLUSH
 RT0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0364+STABILITY: POSITION/ELEVATION WELL
 RT0364_ROD/PIPE-DEPTH: 12.8 meters
 RT0364_SLEEVE-DEPTH  : 12.2 meters
 RT0364
 RT0364  HISTORY     - Date     Condition        Report By
 RT0364  HISTORY     - 1981     MONUMENTED       NGS
 RT0364  HISTORY     - 1985     GOOD             NGS
 RT0364
 RT0364                          STATION DESCRIPTION
 RT0364
 RT0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0364'1.7 KM (1.05 MI) NE FROM MILES CITY.
 RT0364'1.7 KM (1.05 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0364'FROM THE RAILROAD STATION IN MILES CITY, 13.6 METERS (44.5 FT)
 RT0364'NORTHWEST OF THE NEAR RAIL, 3.0 METERS (10.0 FT) NORTHEAST OF A FENCE
 RT0364'CORNER AND 0.6 METER (2.0 FT) SOUTHEAST OF A FENCE.  NOTE=ACCESS TO
 RT0364'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RT0364'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RT0364'THE MARK IS 1.5 M BELOW THE TRACKS.
 RT0364
 RT0364                          STATION RECOVERY (1985)
 RT0364
 RT0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RT0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0398 ***********************************************************************
 QW0398  DESIGNATION -  E 553
 QW0398  PID         -  QW0398
 QW0398  STATE/COUNTY-  MT/YELLOWSTONE
 QW0398  USGS QUAD   -  BILLINGS WEST (1975)
 QW0398
 QW0398                         *CURRENT SURVEY CONTROL
 QW0398  ___________________________________________________________________
 QW0398* NAD 83(1986)-  45 45 50.     (N)    108 32 20.     (W)     SCALED    
 QW0398* NAVD 88     -       962.011  (meters)    3156.20   (feet)  ADJUSTED  
 QW0398  ___________________________________________________________________
 QW0398  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 QW0398  DYNAMIC HT  -         961.803 (meters)    3155.52  (feet)  COMP
 QW0398  MODELED GRAV-     980,366.5   (mgal)                       NAVD 88
 QW0398
 QW0398  VERT ORDER  -  FIRST     CLASS II
 QW0398
 QW0398.The horizontal coordinates were scaled from a topographic map and have
 QW0398.an estimated accuracy of +/- 6 seconds.
 QW0398
 QW0398.The orthometric height was determined by differential leveling
 QW0398.and adjusted by the National Geodetic Survey in June 1991..
 QW0398
 QW0398.The geoid height was determined by GEOID03.
 QW0398
 QW0398.The dynamic height is computed by dividing the NAVD 88
 QW0398.geopotential number by the normal gravity value computed on the
 QW0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0398.degrees latitude (g = 980.6199 gals.).
 QW0398
 QW0398.The modeled gravity was interpolated from observed gravity values.
 QW0398
 QW0398;                    North         East    Units  Estimated Accuracy
 QW0398;SPC MT       -   168,700.      674,740.      MT  (+/- 180 meters Scaled)
 QW0398
 QW0398                          SUPERSEDED SURVEY CONTROL
 QW0398
 QW0398.No superseded survey control is available for this station.
 QW0398
 QW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR913707(NAD 83)
 QW0398_MARKER: I = METAL ROD
 QW0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0398_SP_SET: STAINLESS STEEL ROD
 QW0398_STAMPING: E 553 1981
 QW0398_MARK LOGO: NGS   
 QW0398_PROJECTION: FLUSH
 QW0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0398_ROD/PIPE-DEPTH: 9.8  meters
 QW0398
 QW0398  HISTORY     - Date     Condition        Report By
 QW0398  HISTORY     - 1981     MONUMENTED       NGS
 QW0398
 QW0398                          STATION DESCRIPTION
 QW0398
 QW0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0398'3.8 KM (2.35 MI) SW FROM BILLINGS.
 QW0398'3.8 KM (2.35 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0398'FROM THE RAILROAD STATION IN BILLINGS, 0.3 KM (0.2 MI) NORTHEAST OF
 QW0398'THE MOORE LANE CROSSING, 19.8 METERS (65.0 FT) SOUTHWEST OF THE
 QW0398'EXTENDED CENTERLINE OF FOOTE STREET, 14.4 METERS (47.2 FT) NORTHWEST
 QW0398'OF THE CENTERLINE OF MONTANA AVENUE, 11.7 METERS (38.5 FT) SOUTHEAST
 QW0398'OF THE NEAR RAIL, AND 1.3 METERS (4.2 FT) NORTHEAST OF A UTILITY POLE.
 QW0398'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0398'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 QW0398'THE MARK IS 0.3 M BELOW THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0417 ***********************************************************************
 RU0417  DESIGNATION -  E 554
 RU0417  PID         -  RU0417
 RU0417  STATE/COUNTY-  MT/YELLOWSTONE
 RU0417  USGS QUAD   -  MISSION CREEK (1980)
 RU0417
 RU0417                         *CURRENT SURVEY CONTROL
 RU0417  ___________________________________________________________________
 RU0417* NAD 83(1986)-  46 07 07.     (N)    107 35 44.     (W)     SCALED    
 RU0417* NAVD 88     -       840.694  (meters)    2758.18   (feet)  ADJUSTED  
 RU0417  ___________________________________________________________________
 RU0417  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RU0417  DYNAMIC HT  -         840.575 (meters)    2757.79  (feet)  COMP
 RU0417  MODELED GRAV-     980,444.7   (mgal)                       NAVD 88
 RU0417
 RU0417  VERT ORDER  -  FIRST     CLASS II
 RU0417
 RU0417.The horizontal coordinates were scaled from a topographic map and have
 RU0417.an estimated accuracy of +/- 6 seconds.
 RU0417
 RU0417.The orthometric height was determined by differential leveling
 RU0417.and adjusted by the National Geodetic Survey in June 1991..
 RU0417
 RU0417.The geoid height was determined by GEOID03.
 RU0417
 RU0417.The dynamic height is computed by dividing the NAVD 88
 RU0417.geopotential number by the normal gravity value computed on the
 RU0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0417.degrees latitude (g = 980.6199 gals.).
 RU0417
 RU0417.The modeled gravity was interpolated from observed gravity values.
 RU0417
 RU0417;                    North         East    Units  Estimated Accuracy
 RU0417;SPC MT       -   209,440.      747,120.      MT  (+/- 180 meters Scaled)
 RU0417
 RU0417                          SUPERSEDED SURVEY CONTROL
 RU0417
 RU0417.No superseded survey control is available for this station.
 RU0417
 RU0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM994105(NAD 83)
 RU0417_MARKER: I = METAL ROD
 RU0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0417_SP_SET: STAINLESS STEEL ROD
 RU0417_STAMPING: E 554 1981
 RU0417_MARK LOGO: NGS   
 RU0417_PROJECTION: FLUSH
 RU0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0417_ROD/PIPE-DEPTH: 14.6 meters
 RU0417
 RU0417  HISTORY     - Date     Condition        Report By
 RU0417  HISTORY     - 1981     MONUMENTED       NGS
 RU0417
 RU0417                          STATION DESCRIPTION
 RU0417
 RU0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0417'3.3 KM (2.05 MI) SW FROM CUSTER.
 RU0417'3.3 KM (2.05 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0417'FROM THE RAILROAD STATION IN CUSTER, 0.6 KM (0.35 MI) SOUTHWEST OF
 RU0417'MILE POST 174, 11.7 METERS (38.5 FT) WEST-NORTHWEST OF THE CENTER OF
 RU0417'THE CROSSING, 10.1 METERS (33.0 FT) NORTHWEST OF THE NEAR RAIL, 6.1
 RU0417'METERS (20.0 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD, AND 1.0 METER
 RU0417'(3.2 FT) SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 RU0417'IS THROUGH A 5-INCH LOGO CAP.
 RU0417'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 RU0417'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0441 ***********************************************************************
 RU0441  DESIGNATION -  E 555
 RU0441  PID         -  RU0441
 RU0441  STATE/COUNTY-  MT/TREASURE
 RU0441  USGS QUAD   -  HYSHAM (1983)
 RU0441
 RU0441                         *CURRENT SURVEY CONTROL
 RU0441  ___________________________________________________________________
 RU0441* NAD 83(1986)-  46 15 28.     (N)    107 13 14.     (W)     SCALED    
 RU0441* NAVD 88     -       848.460  (meters)    2783.66   (feet)  ADJUSTED  
 RU0441  ___________________________________________________________________
 RU0441  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 RU0441  DYNAMIC HT  -         848.357 (meters)    2783.32  (feet)  COMP
 RU0441  MODELED GRAV-     980,466.0   (mgal)                       NAVD 88
 RU0441
 RU0441  VERT ORDER  -  FIRST     CLASS II
 RU0441
 RU0441.The horizontal coordinates were scaled from a topographic map and have
 RU0441.an estimated accuracy of +/- 6 seconds.
 RU0441
 RU0441.The orthometric height was determined by differential leveling
 RU0441.and adjusted by the National Geodetic Survey in June 1991..
 RU0441
 RU0441.The geoid height was determined by GEOID03.
 RU0441
 RU0441.The dynamic height is computed by dividing the NAVD 88
 RU0441.geopotential number by the normal gravity value computed on the
 RU0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0441.degrees latitude (g = 980.6199 gals.).
 RU0441
 RU0441.The modeled gravity was interpolated from observed gravity values.
 RU0441
 RU0441;                    North         East    Units  Estimated Accuracy
 RU0441;SPC MT       -   225,670.      775,640.      MT  (+/- 180 meters Scaled)
 RU0441
 RU0441                          SUPERSEDED SURVEY CONTROL
 RU0441
 RU0441.No superseded survey control is available for this station.
 RU0441
 RU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM288250(NAD 83)
 RU0441_MARKER: DB = BENCH MARK DISK
 RU0441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RU0441_SP_SET: BRIDGE PIER
 RU0441_STAMPING: E 555 1981
 RU0441_MARK LOGO: NGS   
 RU0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0441+STABILITY: POSITION/ELEVATION WELL
 RU0441
 RU0441  HISTORY     - Date     Condition        Report By
 RU0441  HISTORY     - 1981     MONUMENTED       NGS
 RU0441
 RU0441                          STATION DESCRIPTION
 RU0441
 RU0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0441'5.1 KM (3.15 MI) SOUTH FROM HYSHAM.
 RU0441'1.0 KM (0.6 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0441'THE RAILROAD STATION IN HYSHAM, THENCE 4.1 KM (2.55 MI) SOUTH ALONG A
 RU0441'PAVED ROAD, SET VERTICALLY IN THE WEST FACE OF THE MOST NORTHERLY 1 OF
 RU0441'2 PIERS OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 94 (EXIT 67)
 RU0441'OVERPASS, AND 7.2 METERS (23.6 FT) EAST OF THE CENTERLINE OF A ROAD.
 RU0441'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0466 ***********************************************************************
 RU0466  DESIGNATION -  E 556
 RU0466  PID         -  RU0466
 RU0466  STATE/COUNTY-  MT/ROSEBUD
 RU0466  USGS QUAD   -  ROSEBUD (1968)
 RU0466
 RU0466                         *CURRENT SURVEY CONTROL
 RU0466  ___________________________________________________________________
 RU0466* NAD 83(1986)-  46 16 02.     (N)    106 22 47.     (W)     SCALED    
 RU0466* NAVD 88     -       822.372  (meters)    2698.07   (feet)  ADJUSTED  
 RU0466  ___________________________________________________________________
 RU0466  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 RU0466  DYNAMIC HT  -         822.292 (meters)    2697.80  (feet)  COMP
 RU0466  MODELED GRAV-     980,490.5   (mgal)                       NAVD 88
 RU0466
 RU0466  VERT ORDER  -  FIRST     CLASS II
 RU0466
 RU0466.The horizontal coordinates were scaled from a topographic map and have
 RU0466.an estimated accuracy of +/- 6 seconds.
 RU0466
 RU0466.The orthometric height was determined by differential leveling
 RU0466.and adjusted by the National Geodetic Survey in June 1991..
 RU0466
 RU0466.The geoid height was determined by GEOID03.
 RU0466
 RU0466.The dynamic height is computed by dividing the NAVD 88
 RU0466.geopotential number by the normal gravity value computed on the
 RU0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0466.degrees latitude (g = 980.6199 gals.).
 RU0466
 RU0466.The modeled gravity was interpolated from observed gravity values.
 RU0466
 RU0466;                    North         East    Units  Estimated Accuracy
 RU0466;SPC MT       -   228,950.      840,350.      MT  (+/- 180 meters Scaled)
 RU0466
 RU0466                          SUPERSEDED SURVEY CONTROL
 RU0466
 RU0466.No superseded survey control is available for this station.
 RU0466
 RU0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM936246(NAD 83)
 RU0466_MARKER: I = METAL ROD
 RU0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0466_SP_SET: STAINLESS STEEL ROD
 RU0466_STAMPING: E 556 1981
 RU0466_MARK LOGO: NGS   
 RU0466_PROJECTION: FLUSH
 RU0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0466_ROD/PIPE-DEPTH: 8.5  meters
 RU0466
 RU0466  HISTORY     - Date     Condition        Report By
 RU0466  HISTORY     - 1981     MONUMENTED       NGS
 RU0466
 RU0466                          STATION DESCRIPTION
 RU0466
 RU0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0466'5.7 KM (3.55 MI) EAST FROM ROSEBUD.
 RU0466'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0466'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 2.1
 RU0466'KM (1.3 MI) SOUTHEAST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0466'ROAD), THENCE 3.3 KM (2.05 MI) EAST ALONG U.S. HIGHWAYS 10 AND 12
 RU0466'(FRONTAGE ROAD), 0.6 KM (0.35 MI) EAST OF MILE POST 582, 16.1 METERS
 RU0466'(52.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4.5 METERS (14.7
 RU0466'FT) NORTHEAST OF UTILITY POLE NUMBER 73.  NOTE=ACCESS TO THE DATUM
 RU0466'POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0466'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 RU0466'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0402 ***********************************************************************
 RT0402  DESIGNATION -  E 557
 RT0402  PID         -  RT0402
 RT0402  STATE/COUNTY-  MT/CUSTER
 RT0402  USGS QUAD   -  MILES CITY (1980)
 RT0402
 RT0402                         *CURRENT SURVEY CONTROL
 RT0402  ___________________________________________________________________
 RT0402* NAD 83(1986)-  46 23 44.     (N)    105 51 27.     (W)     SCALED    
 RT0402* NAVD 88     -       720.172  (meters)    2362.76   (feet)  ADJUSTED  
 RT0402  ___________________________________________________________________
 RT0402  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RT0402  DYNAMIC HT  -         720.121 (meters)    2362.60  (feet)  COMP
 RT0402  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 RT0402
 RT0402  VERT ORDER  -  FIRST     CLASS II
 RT0402
 RT0402.The horizontal coordinates were scaled from a topographic map and have
 RT0402.an estimated accuracy of +/- 6 seconds.
 RT0402
 RT0402.The orthometric height was determined by differential leveling
 RT0402.and adjusted by the National Geodetic Survey in June 1991..
 RT0402
 RT0402.The geoid height was determined by GEOID03.
 RT0402
 RT0402.The dynamic height is computed by dividing the NAVD 88
 RT0402.geopotential number by the normal gravity value computed on the
 RT0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0402.degrees latitude (g = 980.6199 gals.).
 RT0402
 RT0402.The modeled gravity was interpolated from observed gravity values.
 RT0402
 RT0402;                    North         East    Units  Estimated Accuracy
 RT0402;SPC MT       -   244,930.      879,890.      MT  (+/- 180 meters Scaled)
 RT0402
 RT0402                          SUPERSEDED SURVEY CONTROL
 RT0402
 RT0402.No superseded survey control is available for this station.
 RT0402
 RT0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM340383(NAD 83)
 RT0402_MARKER: I = METAL ROD
 RT0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0402_SP_SET: STAINLESS STEEL ROD
 RT0402_STAMPING: E 557 1981
 RT0402_MARK LOGO: NGS   
 RT0402_PROJECTION: FLUSH
 RT0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0402_ROD/PIPE-DEPTH: 6.1  meters
 RT0402
 RT0402  HISTORY     - Date     Condition        Report By
 RT0402  HISTORY     - 1981     MONUMENTED       NGS
 RT0402
 RT0402                          STATION DESCRIPTION
 RT0402
 RT0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0402'1.1 KM (0.7 MI) SW FROM MILES CITY.
 RT0402'1.1 KM (0.7 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0402'FROM THE RAILROAD STATION IN MILES CITY, 99.7 METERS (327.0 FT)
 RT0402'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 14.6 METERS (48.0
 RT0402'FT) SOUTHEAST OF THE NEAR RAIL, 12.5 METERS (41.0 FT) NORTHWEST OF THE
 RT0402'CENTER OF A GRAVELED ROAD, AND 2.4 METERS (7.8 FT) NORTHEAST OF A
 RT0402'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RT0402'CAP.
 RT0402'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 RT0402'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0334 ***********************************************************************
 SP0334  DESIGNATION -  E 558
 SP0334  PID         -  SP0334
 SP0334  STATE/COUNTY-  MT/DAWSON
 SP0334  USGS QUAD   -  ALLARD (1967)
 SP0334
 SP0334                         *CURRENT SURVEY CONTROL
 SP0334  ___________________________________________________________________
 SP0334* NAD 83(1986)-  47 06 20.     (N)    104 34 10.     (W)     SCALED    
 SP0334* NAVD 88     -       691.629  (meters)    2269.12   (feet)  ADJUSTED  
 SP0334  ___________________________________________________________________
 SP0334  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 SP0334  DYNAMIC HT  -         691.650 (meters)    2269.19  (feet)  COMP
 SP0334  MODELED GRAV-     980,620.2   (mgal)                       NAVD 88
 SP0334
 SP0334  VERT ORDER  -  FIRST     CLASS II
 SP0334
 SP0334.The horizontal coordinates were scaled from a topographic map and have
 SP0334.an estimated accuracy of +/- 6 seconds.
 SP0334
 SP0334.The orthometric height was determined by differential leveling
 SP0334.and adjusted by the National Geodetic Survey in June 1991..
 SP0334
 SP0334.The geoid height was determined by GEOID03.
 SP0334
 SP0334.The dynamic height is computed by dividing the NAVD 88
 SP0334.geopotential number by the normal gravity value computed on the
 SP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0334.degrees latitude (g = 980.6199 gals.).
 SP0334
 SP0334.The modeled gravity was interpolated from observed gravity values.
 SP0334
 SP0334;                    North         East    Units  Estimated Accuracy
 SP0334;SPC MT       -   329,070.      973,790.      MT  (+/- 180 meters Scaled)
 SP0334
 SP0334                          SUPERSEDED SURVEY CONTROL
 SP0334
 SP0334.No superseded survey control is available for this station.
 SP0334
 SP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN326169(NAD 83)
 SP0334_MARKER: I = METAL ROD
 SP0334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0334_SP_SET: STAINLESS STEEL ROD
 SP0334_STAMPING: E 558 1982
 SP0334_MARK LOGO: NGS   
 SP0334_PROJECTION: FLUSH
 SP0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0334_ROD/PIPE-DEPTH: 4.6  meters
 SP0334
 SP0334  HISTORY     - Date     Condition        Report By
 SP0334  HISTORY     - 1982     MONUMENTED       NGS
 SP0334
 SP0334                          STATION DESCRIPTION
 SP0334
 SP0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SP0334'10.5 KM (6.5 MI) EAST FROM GLENDIVE.
 SP0334'10.5 KM (6.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 SP0334'JUNCTION WITH U. S. HIGHWAY 10 (INTERSTATE HIGHWAY 94 BUSINESS) AT THE
 SP0334'NORTHEAST EDGE OF GLENDIVE, AT A UTILITY LINE CROSSING, 43.3 METERS
 SP0334'(142.1 FT) NORTH-NORTHWEST OF MILEPOST 222, 22.8 METERS (74.8 FT)
 SP0334'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 5.8
 SP0334'METERS (19.0 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO
 SP0334'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0334'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 SP0334'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0514 ***********************************************************************
 QX0514  DESIGNATION -  E 559
 QX0514  PID         -  QX0514
 QX0514  STATE/COUNTY-  MT/SWEET GRASS
 QX0514  USGS QUAD   -  SPRINGDALE (1981)
 QX0514
 QX0514                         *CURRENT SURVEY CONTROL
 QX0514  ___________________________________________________________________
 QX0514* NAD 83(1986)-  45 44 55.     (N)    110 10 31.     (W)     SCALED    
 QX0514* NAVD 88     -      1293.852  (meters)    4244.91   (feet)  ADJUSTED  
 QX0514  ___________________________________________________________________
 QX0514  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 QX0514  DYNAMIC HT  -        1293.450 (meters)    4243.59  (feet)  COMP
 QX0514  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 QX0514
 QX0514  VERT ORDER  -  FIRST     CLASS II
 QX0514
 QX0514.The horizontal coordinates were scaled from a topographic map and have
 QX0514.an estimated accuracy of +/- 6 seconds.
 QX0514
 QX0514.The orthometric height was determined by differential leveling
 QX0514.and adjusted by the National Geodetic Survey in June 1991..
 QX0514
 QX0514.The geoid height was determined by GEOID03.
 QX0514
 QX0514.The dynamic height is computed by dividing the NAVD 88
 QX0514.geopotential number by the normal gravity value computed on the
 QX0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0514.degrees latitude (g = 980.6199 gals.).
 QX0514
 QX0514.The modeled gravity was interpolated from observed gravity values.
 QX0514
 QX0514;                    North         East    Units  Estimated Accuracy
 QX0514;SPC MT       -   166,770.      547,470.      MT  (+/- 180 meters Scaled)
 QX0514
 QX0514                          SUPERSEDED SURVEY CONTROL
 QX0514
 QX0514.No superseded survey control is available for this station.
 QX0514
 QX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR641664(NAD 83)
 QX0514_MARKER: I = METAL ROD
 QX0514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0514_SP_SET: STAINLESS STEEL ROD
 QX0514_STAMPING: E 559 1982
 QX0514_MARK LOGO: NGS   
 QX0514_PROJECTION: FLUSH
 QX0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0514_ROD/PIPE-DEPTH: 5.2  meters
 QX0514
 QX0514  HISTORY     - Date     Condition        Report By
 QX0514  HISTORY     - 1982     MONUMENTED       NGS
 QX0514
 QX0514                          STATION DESCRIPTION
 QX0514
 QX0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0514'19.6 KM (12.15 MI) SW FROM BIG TIMBER.
 QX0514'5.0 KM (3.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0514'FROM THE RAILROAD STATION IN BIG TIMBER, THENCE 14.6 KM (9.05 MI)
 QX0514'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 90, 0.7 KM (0.45 MI) NORTHEAST
 QX0514'OF MILEPOST 356, 27.5 METERS (90.2 MI) NORTHWEST OF THE CENTERLINE OF
 QX0514'THE WEST BOUND LANES OF THE HIGHWAY AND 19.8 METERS (65.0 FT)
 QX0514'SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD.  NOTE=ACCESS TO THE
 QX0514'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0514'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 QX0514'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0084 ***********************************************************************
 SU0084  DESIGNATION -  E 56
 SU0084  PID         -  SU0084
 SU0084  STATE/COUNTY-  MT/LAKE
 SU0084  USGS QUAD   -  RAVALLI (1964)
 SU0084
 SU0084                         *CURRENT SURVEY CONTROL
 SU0084  ___________________________________________________________________
 SU0084* NAD 83(1986)-  47 16 33.     (N)    114 10 54.     (W)     SCALED    
 SU0084* NAVD 88     -       822.778  (meters)    2699.40   (feet)  ADJUSTED  
 SU0084  ___________________________________________________________________
 SU0084  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 SU0084  DYNAMIC HT  -         822.719 (meters)    2699.20  (feet)  COMP
 SU0084  MODELED GRAV-     980,514.2   (mgal)                       NAVD 88
 SU0084
 SU0084  VERT ORDER  -  FIRST     CLASS II
 SU0084
 SU0084.The horizontal coordinates were scaled from a topographic map and have
 SU0084.an estimated accuracy of +/- 6 seconds.
 SU0084
 SU0084.The orthometric height was determined by differential leveling
 SU0084.and adjusted by the National Geodetic Survey in June 1991..
 SU0084
 SU0084.The geoid height was determined by GEOID03.
 SU0084
 SU0084.The dynamic height is computed by dividing the NAVD 88
 SU0084.geopotential number by the normal gravity value computed on the
 SU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0084.degrees latitude (g = 980.6199 gals.).
 SU0084
 SU0084.The modeled gravity was interpolated from observed gravity values.
 SU0084
 SU0084;                    North         East    Units  Estimated Accuracy
 SU0084;SPC MT       -   346,800.      246,190.      MT  (+/- 180 meters Scaled)
 SU0084
 SU0084                          SUPERSEDED SURVEY CONTROL
 SU0084
 SU0084  NGVD 29 (??/??/92)  821.726  (m)         2695.95   (f) ADJ UNCH    1 2
 SU0084
 SU0084.Superseded values are not recommended for survey control.
 SU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0084.See file dsdata.txt to determine how the superseded data were derived.
 SU0084
 SU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN131396(NAD 83)
 SU0084_MARKER: DB = BENCH MARK DISK
 SU0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0084_STAMPING: E 56 1933
 SU0084_PROJECTION: FLUSH
 SU0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0084+STABILITY: SURFACE MOTION
 SU0084
 SU0084  HISTORY     - Date     Condition        Report By
 SU0084  HISTORY     - 1933     MONUMENTED       CGS
 SU0084  HISTORY     - 1956     GOOD             NGS
 SU0084  HISTORY     - 1979     GOOD             NGS
 SU0084
 SU0084                          STATION DESCRIPTION
 SU0084
 SU0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0084'IN RAVALLI.
 SU0084'AT RAVALLI, LAKE COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 63 FEET
 SU0084'SOUTHWEST OF THE STATION, 38 RAILS SOUTHEAST OF MILEPOST 31, AND 41
 SU0084'FEET SOUTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED E 56 1933 AND
 SU0084'SET IN THE TOP OF A CONCRETE POST.
 SU0084
 SU0084                          STATION RECOVERY (1979)
 SU0084
 SU0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0084'ON THE BURLINGTON NORTHERN RAILROAD, 0.25 MILE
 SU0084'SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH STATE ROUTE 200,
 SU0084'40.5 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 98.5 FEET
 SU0084'NORTHWEST OF TELEGRAPH POLE WITH STEPS, 96 FEET SOUTH-SOUTHEAST OF
 SU0084'THE RAVALLI SIGN, 38 FEET NORTH-NORTHEAST OF THE CENTERLINE OF A
 SU0084'GRAVEL ROAD AND 28.5 FEET SOUTHEAST OF A TELEGRAPH POLE.
 SU0084'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 SU0084'THE MARK IS 5 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0419 ***********************************************************************
 QW0419  DESIGNATION -  E 560
 QW0419  PID         -  QW0419
 QW0419  STATE/COUNTY-  MT/STILLWATER
 QW0419  USGS QUAD   -  RAPIDS (1956)
 QW0419
 QW0419                         *CURRENT SURVEY CONTROL
 QW0419  ___________________________________________________________________
 QW0419* NAD 83(1986)-  45 35 40.     (N)    109 03 14.     (W)     SCALED    
 QW0419* NAVD 88     -      1059.246  (meters)    3475.21   (feet)  ADJUSTED  
 QW0419  ___________________________________________________________________
 QW0419  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QW0419  DYNAMIC HT  -        1058.979 (meters)    3474.33  (feet)  COMP
 QW0419  MODELED GRAV-     980,328.1   (mgal)                       NAVD 88
 QW0419
 QW0419  VERT ORDER  -  FIRST     CLASS II
 QW0419
 QW0419.The horizontal coordinates were scaled from a topographic map and have
 QW0419.an estimated accuracy of +/- 6 seconds.
 QW0419
 QW0419.The orthometric height was determined by differential leveling
 QW0419.and adjusted by the National Geodetic Survey in June 1991..
 QW0419
 QW0419.The geoid height was determined by GEOID03.
 QW0419
 QW0419.The dynamic height is computed by dividing the NAVD 88
 QW0419.geopotential number by the normal gravity value computed on the
 QW0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0419.degrees latitude (g = 980.6199 gals.).
 QW0419
 QW0419.The modeled gravity was interpolated from observed gravity values.
 QW0419
 QW0419;                    North         East    Units  Estimated Accuracy
 QW0419;SPC MT       -   149,520.      634,800.      MT  (+/- 180 meters Scaled)
 QW0419
 QW0419                          SUPERSEDED SURVEY CONTROL
 QW0419
 QW0419.No superseded survey control is available for this station.
 QW0419
 QW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR517508(NAD 83)
 QW0419_MARKER: DB = BENCH MARK DISK
 QW0419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0419_SP_SET: ABUTMENT
 QW0419_STAMPING: E 560 1982
 QW0419_MARK LOGO: NGS   
 QW0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0419
 QW0419  HISTORY     - Date     Condition        Report By
 QW0419  HISTORY     - 1982     MONUMENTED       NGS
 QW0419
 QW0419                          STATION DESCRIPTION
 QW0419
 QW0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0419'17.0 KM (10.55 MI) SE FROM COLUMBUS.
 QW0419'17.0 KM (10.55 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 QW0419'RAILROAD FROM THE RAILROAD STATION IN COLUMBUS, IN TOP OF AND 0.3
 QW0419'METER (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 QW0419'CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER ALLEN CREEK AND 1.9 METERS
 QW0419'(6.2 FT) SOUTH OF THE NEAR RAIL.
 QW0419'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0436 ***********************************************************************
 QY0436  DESIGNATION -  E 561
 QY0436  PID         -  QY0436
 QY0436  STATE/COUNTY-  MT/SILVER BOW
 QY0436  USGS QUAD   -  HOMESTAKE (1996)
 QY0436
 QY0436                         *CURRENT SURVEY CONTROL
 QY0436  ___________________________________________________________________
 QY0436* NAD 83(1986)-  45 56 03.     (N)    112 27 08.     (W)     SCALED    
 QY0436* NAVD 88     -      1765.521  (meters)    5792.38   (feet)  ADJUSTED  
 QY0436  ___________________________________________________________________
 QY0436  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 QY0436  DYNAMIC HT  -        1764.802 (meters)    5790.02  (feet)  COMP
 QY0436  MODELED GRAV-     980,146.0   (mgal)                       NAVD 88
 QY0436
 QY0436  VERT ORDER  -  FIRST     CLASS II
 QY0436
 QY0436.The horizontal coordinates were scaled from a topographic map and have
 QY0436.an estimated accuracy of +/- 6 seconds.
 QY0436
 QY0436.The orthometric height was determined by differential leveling
 QY0436.and adjusted by the National Geodetic Survey in June 1991..
 QY0436
 QY0436.The geoid height was determined by GEOID03.
 QY0436
 QY0436.The dynamic height is computed by dividing the NAVD 88
 QY0436.geopotential number by the normal gravity value computed on the
 QY0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0436.degrees latitude (g = 980.6199 gals.).
 QY0436
 QY0436.The modeled gravity was interpolated from observed gravity values.
 QY0436
 QY0436;                    North         East    Units  Estimated Accuracy
 QY0436;SPC MT       -   191,480.      371,190.      MT  (+/- 180 meters Scaled)
 QY0436
 QY0436                          SUPERSEDED SURVEY CONTROL
 QY0436
 QY0436.No superseded survey control is available for this station.
 QY0436
 QY0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR874877(NAD 83)
 QY0436_MARKER: DB = BENCH MARK DISK
 QY0436_SETTING: 66 = SET IN ROCK OUTCROP
 QY0436_SP_SET: ROCK OUTCROP
 QY0436_STAMPING: E 561 1982
 QY0436_MARK LOGO: NGS   
 QY0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0436+STABILITY: POSITION/ELEVATION WELL
 QY0436
 QY0436  HISTORY     - Date     Condition        Report By
 QY0436  HISTORY     - 1982     MONUMENTED       NGS
 QY0436
 QY0436                          STATION DESCRIPTION
 QY0436
 QY0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0436'10.6 KM (6.6 MI) SE FROM BUTTE.
 QY0436'10.6 KM (6.6 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0436'JUNCTION WITH MONTANA STREET IN BUTTE, 0.5 KM (0.3 MI) NORTHWEST OF
 QY0436'MILEPOST 231, IN THE CENTER OF A 6 BY 8 FT EXPOSED AREA OF BEDROCK
 QY0436'NEAR THE CENTER OF A LARGE HIGHWAY CUT AND 12.2 METERS (40.0 FT)
 QY0436'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 QY0436'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 QY0436'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0412 ***********************************************************************
 QY0412  DESIGNATION -  E 562
 QY0412  PID         -  QY0412
 QY0412  STATE/COUNTY-  MT/JEFFERSON
 QY0412  USGS QUAD   -  BLACK BUTTE (1978)
 QY0412
 QY0412                         *CURRENT SURVEY CONTROL
 QY0412  ___________________________________________________________________
 QY0412* NAD 83(1986)-  45 52 51.     (N)    112 07 11.     (W)     SCALED    
 QY0412* NAVD 88     -      1363.341  (meters)    4472.89   (feet)  ADJUSTED  
 QY0412  ___________________________________________________________________
 QY0412  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 QY0412  DYNAMIC HT  -        1362.897 (meters)    4471.44  (feet)  COMP
 QY0412  MODELED GRAV-     980,243.1   (mgal)                       NAVD 88
 QY0412  OBS GRAVITY -     980,242.9   (mgal)                       GRAV_OBS
 QY0412
 QY0412  VERT ORDER  -  FIRST     CLASS II
 QY0412
 QY0412.The horizontal coordinates were scaled from a topographic map and have
 QY0412.an estimated accuracy of +/- 6 seconds.
 QY0412
 QY0412.The orthometric height was determined by differential leveling
 QY0412.and adjusted by the National Geodetic Survey in June 1991..
 QY0412
 QY0412.The geoid height was determined by GEOID03.
 QY0412
 QY0412.The dynamic height is computed by dividing the NAVD 88
 QY0412.geopotential number by the normal gravity value computed on the
 QY0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0412.degrees latitude (g = 980.6199 gals.).
 QY0412
 QY0412.The modeled gravity was interpolated from observed gravity values.
 QY0412.The observed gravity was obtained from relative gravimeter ties
 QY0412.to the IGSN71 gravity network.
 QY0412
 QY0412;                    North         East    Units  Estimated Accuracy
 QY0412;SPC MT       -   184,640.      396,760.      MT  (+/- 180 meters Scaled)
 QY0412
 QY0412                          SUPERSEDED SURVEY CONTROL
 QY0412
 QY0412.No superseded survey control is available for this station.
 QY0412
 QY0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR131814(NAD 83)
 QY0412_MARKER: I = METAL ROD
 QY0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QY0412_SP_SET: STAINLESS STEEL ROD
 QY0412_STAMPING: E 562 1982
 QY0412_MARK LOGO: NGS   
 QY0412_PROJECTION: FLUSH
 QY0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0412_ROD/PIPE-DEPTH: 3.4  meters
 QY0412
 QY0412  HISTORY     - Date     Condition        Report By
 QY0412  HISTORY     - 1982     MONUMENTED       NGS
 QY0412
 QY0412                          STATION DESCRIPTION
 QY0412
 QY0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0412'38.5 KM (23.9 MI) SE FROM BUTTE.
 QY0412'38.5 KM (23.9 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0412'JUNCTION WITH MONTANA STREET IN BUTTE, 0.2 KM (0.1 MI) EAST OF
 QY0412'MILEPOST 248 AND 30.2 METERS (99.1 FT) SOUTH OF THE CENTERLINE OF THE
 QY0412'EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 QY0412'THROUGH A 5-INCH LOGO CAP.
 QY0412'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 QY0412'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0502 ***********************************************************************
 QX0502  DESIGNATION -  E 563
 QX0502  PID         -  QX0502
 QX0502  STATE/COUNTY-  MT/JEFFERSON
 QX0502  USGS QUAD   -  DOHERTY MOUNTAIN (1996)
 QX0502
 QX0502                         *CURRENT SURVEY CONTROL
 QX0502  ___________________________________________________________________
 QX0502* NAD 83(1986)-  45 52 47.     (N)    111 55 17.     (W)     SCALED    
 QX0502* NAVD 88     -      1395.749  (meters)    4579.22   (feet)  ADJUSTED  
 QX0502  ___________________________________________________________________
 QX0502  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 QX0502  DYNAMIC HT  -        1395.339 (meters)    4577.87  (feet)  COMP
 QX0502  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 QX0502
 QX0502  VERT ORDER  -  FIRST     CLASS II
 QX0502
 QX0502.The horizontal coordinates were scaled from a topographic map and have
 QX0502.an estimated accuracy of +/- 6 seconds.
 QX0502
 QX0502.The orthometric height was determined by differential leveling
 QX0502.and adjusted by the National Geodetic Survey in June 1991..
 QX0502
 QX0502.The geoid height was determined by GEOID03.
 QX0502
 QX0502.The dynamic height is computed by dividing the NAVD 88
 QX0502.geopotential number by the normal gravity value computed on the
 QX0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0502.degrees latitude (g = 980.6199 gals.).
 QX0502
 QX0502.The modeled gravity was interpolated from observed gravity values.
 QX0502
 QX0502;                    North         East    Units  Estimated Accuracy
 QX0502;SPC MT       -   184,020.      412,130.      MT  (+/- 180 meters Scaled)
 QX0502
 QX0502                          SUPERSEDED SURVEY CONTROL
 QX0502
 QX0502.No superseded survey control is available for this station.
 QX0502
 QX0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR285810(NAD 83)
 QX0502_MARKER: I = METAL ROD
 QX0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0502_SP_SET: STAINLESS STEEL ROD
 QX0502_STAMPING: E 563 1982
 QX0502_MARK LOGO: NGS   
 QX0502_PROJECTION: FLUSH
 QX0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0502_ROD/PIPE-DEPTH: 8.5  meters
 QX0502
 QX0502  HISTORY     - Date     Condition        Report By
 QX0502  HISTORY     - 1982     MONUMENTED       NGS
 QX0502
 QX0502                          STATION DESCRIPTION
 QX0502
 QX0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0502'33.0 KM (20.5 MI) WEST FROM THREE FORKS.
 QX0502'33.0 KM (20.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0502'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0502'OF THREE FORKS, 0.3 KM (0.2 MI) EAST OF MILEPOST 258, 0.2 KM (0.1 MI)
 QX0502'WEST OF A POWERLINE CROSSING AND 24.9 METERS (81.7 FT) NORTHEAST OF
 QX0502'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO
 QX0502'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0502'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 QX0502'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0461 ***********************************************************************
 QW0461  DESIGNATION -  E 564
 QW0461  PID         -  QW0461
 QW0461  STATE/COUNTY-  MT/CARBON
 QW0461  USGS QUAD   -  HATCHER PASS (1969)
 QW0461
 QW0461                         *CURRENT SURVEY CONTROL
 QW0461  ___________________________________________________________________
 QW0461* NAD 83(1986)-  45 14 08.     (N)    108 53 35.     (W)     SCALED    
 QW0461* NAVD 88     -      1157.758  (meters)    3798.41   (feet)  ADJUSTED  
 QW0461  ___________________________________________________________________
 QW0461  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 QW0461  DYNAMIC HT  -        1157.415 (meters)    3797.29  (feet)  COMP
 QW0461  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 QW0461  OBS GRAVITY -     980,281.3   (mgal)                       GRAV_OBS
 QW0461
 QW0461  VERT ORDER  -  FIRST     CLASS II
 QW0461
 QW0461.The horizontal coordinates were scaled from a topographic map and have
 QW0461.an estimated accuracy of +/- 6 seconds.
 QW0461
 QW0461.The orthometric height was determined by differential leveling
 QW0461.and adjusted by the National Geodetic Survey in June 1991..
 QW0461
 QW0461.The geoid height was determined by GEOID03.
 QW0461
 QW0461.The dynamic height is computed by dividing the NAVD 88
 QW0461.geopotential number by the normal gravity value computed on the
 QW0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0461.degrees latitude (g = 980.6199 gals.).
 QW0461
 QW0461.The modeled gravity was interpolated from observed gravity values.
 QW0461.The observed gravity was obtained from relative gravimeter ties
 QW0461.to the IGSN71 gravity network.
 QW0461
 QW0461;                    North         East    Units  Estimated Accuracy
 QW0461;SPC MT       -   109,730.      647,650.      MT  (+/- 180 meters Scaled)
 QW0461
 QW0461                          SUPERSEDED SURVEY CONTROL
 QW0461
 QW0461  NGVD 29 (06/08/92) 1156.938  (m)         3795.72   (f) ADJUSTED    1 2
 QW0461
 QW0461.Superseded values are not recommended for survey control.
 QW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0461.See file dsdata.txt to determine how the superseded data were derived.
 QW0461
 QW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR653112(NAD 83)
 QW0461_MARKER: I = METAL ROD
 QW0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0461_SP_SET: STAINLESS STEEL ROD
 QW0461_STAMPING: E 564 1982
 QW0461_MARK LOGO: NGS   
 QW0461_PROJECTION: FLUSH
 QW0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0461_ROD/PIPE-DEPTH: 7.3  meters
 QW0461
 QW0461  HISTORY     - Date     Condition        Report By
 QW0461  HISTORY     - 1982     MONUMENTED       NGS
 QW0461
 QW0461                          STATION DESCRIPTION
 QW0461
 QW0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0461'52.3 KM (32.5 MI) SOUTH FROM LAUREL.
 QW0461'52.3 KM (32.5 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0461'WITH INTERSTATE HIGHWAY 90 IN LAUREL, 0.5 KM (0.3 MI) SOUTHEAST OF
 QW0461'MILEPOST 22, 36.3 METERS (119.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 QW0461'HIGHWAY, 16.0 METERS (52.5 METERS (52.5 FT) SOUTHEAST OF A Y-FENCE
 QW0461'CORNER AND 9.4 METERS (30.8 FT) NORTHWEST OF THE CENTER OF A FIELD
 QW0461'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QW0461'CAP.
 QW0461'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 QW0461'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0585 ***********************************************************************
 QX0585  DESIGNATION -  E 565
 QX0585  PID         -  QX0585
 QX0585  STATE/COUNTY-  MT/PARK
 QX0585  USGS QUAD   -  GARDINER (1986)
 QX0585
 QX0585                         *CURRENT SURVEY CONTROL
 QX0585  ___________________________________________________________________
 QX0585* NAD 83(1986)-  45 01 17.     (N)    110 41 47.     (W)     SCALED    
 QX0585* NAVD 88     -      1632.942  (meters)    5357.41   (feet)  ADJUSTED  
 QX0585  ___________________________________________________________________
 QX0585  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 QX0585  DYNAMIC HT  -        1632.137 (meters)    5354.77  (feet)  COMP
 QX0585  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 QX0585
 QX0585  VERT ORDER  -  FIRST     CLASS II
 QX0585
 QX0585.The horizontal coordinates were scaled from a topographic map and have
 QX0585.an estimated accuracy of +/- 6 seconds.
 QX0585
 QX0585.The orthometric height was determined by differential leveling
 QX0585.and adjusted by the National Geodetic Survey in June 1991..
 QX0585
 QX0585.The geoid height was determined by GEOID03.
 QX0585
 QX0585.The dynamic height is computed by dividing the NAVD 88
 QX0585.geopotential number by the normal gravity value computed on the
 QX0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0585.degrees latitude (g = 980.6199 gals.).
 QX0585
 QX0585.The modeled gravity was interpolated from observed gravity values.
 QX0585
 QX0585;                    North         East    Units  Estimated Accuracy
 QX0585;SPC MT       -    86,460.      505,710.      MT  (+/- 180 meters Scaled)
 QX0585
 QX0585                          SUPERSEDED SURVEY CONTROL
 QX0585
 QX0585  NGVD 29 (08/20/92) 1631.738  (m)         5353.46   (f) ADJUSTED    1 2
 QX0585
 QX0585.Superseded values are not recommended for survey control.
 QX0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0585.See file dsdata.txt to determine how the superseded data were derived.
 QX0585
 QX0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ239853(NAD 83)
 QX0585_MARKER: DB = BENCH MARK DISK
 QX0585_SETTING: 66 = SET IN ROCK OUTCROP
 QX0585_SP_SET: ROCK OUTCROP
 QX0585_STAMPING: E 565 1983
 QX0585_MARK LOGO: NGS   
 QX0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0585+STABILITY: POSITION/ELEVATION WELL
 QX0585
 QX0585  HISTORY     - Date     Condition        Report By
 QX0585  HISTORY     - 1983     MONUMENTED       NGS
 QX0585
 QX0585                          STATION DESCRIPTION
 QX0585
 QX0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0585'1.7 KM (1.05 MI) SOUTH FROM GARDINER.
 QX0585'0.3 KM (0.2 MI) WEST ALONG MAIN STREET FROM ITS JUNCTION WITH U.S.
 QX0585'HIGHWAY 89 IN GARDINER, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG
 QX0585'YELLOWSTONE NATIONAL PARK HIGHWAY, AT THE SOUTHEAST END OF A LARGE
 QX0585'PAVED PULLOUT, 0.6 KM (0.35 MI) SOUTHERLY FROM THE PARK PERMIT
 QX0585'BUILDING, IN THE CENTER OF THE WESTERN 1/2 OF A 3 BY 3 FT EXPOSED AREA
 QX0585'OF OUTCROPPING BEDROCK, 30.5 METERS (100.1 FT) NORTHEAST OF THE
 QX0585'CENTERLINE OF THE ROAD, AND 6.7 METERS (22.0 FT) EAST OF THE CENTER OF
 QX0585'THE EAST EDGE OF A WINTER PARK INFORMATION MONUMENT.
 QX0585'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0564 ***********************************************************************
 QX0564  DESIGNATION -  E 566
 QX0564  PID         -  QX0564
 QX0564  STATE/COUNTY-  MT/PARK
 QX0564  USGS QUAD   -  MINER (1986)
 QX0564
 QX0564                         *CURRENT SURVEY CONTROL
 QX0564  ___________________________________________________________________
 QX0564* NAD 83(1986)-  45 13 08.     (N)    110 53 03.     (W)     SCALED    
 QX0564* NAVD 88     -      1531.989  (meters)    5026.20   (feet)  ADJUSTED  
 QX0564  ___________________________________________________________________
 QX0564  GEOID HEIGHT-          -9.06  (meters)                     GEOID03
 QX0564  DYNAMIC HT  -        1531.334 (meters)    5024.05  (feet)  COMP
 QX0564  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 QX0564  OBS GRAVITY -     980,135.5   (mgal)                       GRAV_OBS
 QX0564
 QX0564  VERT ORDER  -  FIRST     CLASS II
 QX0564
 QX0564.The horizontal coordinates were scaled from a topographic map and have
 QX0564.an estimated accuracy of +/- 6 seconds.
 QX0564
 QX0564.The orthometric height was determined by differential leveling
 QX0564.and adjusted by the National Geodetic Survey in June 1991..
 QX0564
 QX0564.The geoid height was determined by GEOID03.
 QX0564
 QX0564.The dynamic height is computed by dividing the NAVD 88
 QX0564.geopotential number by the normal gravity value computed on the
 QX0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0564.degrees latitude (g = 980.6199 gals.).
 QX0564
 QX0564.The modeled gravity was interpolated from observed gravity values.
 QX0564.The observed gravity was obtained from relative gravimeter ties
 QX0564.to the IGSN71 gravity network.
 QX0564
 QX0564;                    North         East    Units  Estimated Accuracy
 QX0564;SPC MT       -   108,650.      491,300.      MT  (+/- 180 meters Scaled)
 QX0564
 QX0564                          SUPERSEDED SURVEY CONTROL
 QX0564
 QX0564  NGVD 29 (08/20/92) 1530.822  (m)         5022.37   (f) ADJUSTED    1 2
 QX0564
 QX0564.Superseded values are not recommended for survey control.
 QX0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0564.See file dsdata.txt to determine how the superseded data were derived.
 QX0564
 QX0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR090072(NAD 83)
 QX0564_MARKER: I = METAL ROD
 QX0564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QX0564+WITH SETTING: INFORMATION.
 QX0564_SP_SET: SHALLOW SET METAL ROD
 QX0564_STAMPING: E 566 1983
 QX0564_MARK LOGO: NGS   
 QX0564_PROJECTION: FLUSH
 QX0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0564_ROD/PIPE-DEPTH: 1.2  meters
 QX0564
 QX0564  HISTORY     - Date     Condition        Report By
 QX0564  HISTORY     - 1983     MONUMENTED       NGS
 QX0564
 QX0564                          STATION DESCRIPTION
 QX0564
 QX0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0564'28.5 KM (17.7 MI) NORTH FROM GARDINER.
 QX0564'28.5 KM (17.7 MI) NORTHWEST ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION
 QX0564'WITH MAIN STREET IN GARDINER, 2.2 KM  (1.35 MI) SOUTH WEST OF MILEPOST
 QX0564'19, 23.9 METERS (78.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 QX0564'AND 2.8 METERS (9.2 FT) EAST OF A UTILITY POLE.  ACCESS TO THE DATUM
 QX0564'POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0564'THE MARK IS 0.3 METERS  SE FROM  A FENCE AND WITNESS POST
 QX0564'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0255 ***********************************************************************
 QU0255  DESIGNATION -  E 568
 QU0255  PID         -  QU0255
 QU0255  STATE/COUNTY-  MT/POWDER RIVER
 QU0255  USGS QUAD   -  OLIVE (1973)
 QU0255
 QU0255                         *CURRENT SURVEY CONTROL
 QU0255  ___________________________________________________________________
 QU0255* NAD 83(1986)-  45 30 54.     (N)    105 30 47.     (W)     SCALED    
 QU0255* NAVD 88     -      1005.774  (meters)    3299.78   (feet)  ADJUSTED  
 QU0255  ___________________________________________________________________
 QU0255  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 QU0255  DYNAMIC HT  -        1005.556 (meters)    3299.06  (feet)  COMP
 QU0255  MODELED GRAV-     980,364.1   (mgal)                       NAVD 88
 QU0255
 QU0255  VERT ORDER  -  FIRST     CLASS II
 QU0255
 QU0255.The horizontal coordinates were scaled from a topographic map and have
 QU0255.an estimated accuracy of +/- 6 seconds.
 QU0255
 QU0255.The orthometric height was determined by differential leveling
 QU0255.and adjusted by the National Geodetic Survey in June 1991..
 QU0255
 QU0255.The geoid height was determined by GEOID03.
 QU0255
 QU0255.The dynamic height is computed by dividing the NAVD 88
 QU0255.geopotential number by the normal gravity value computed on the
 QU0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0255.degrees latitude (g = 980.6199 gals.).
 QU0255
 QU0255.The modeled gravity was interpolated from observed gravity values.
 QU0255
 QU0255;                    North         East    Units  Estimated Accuracy
 QU0255;SPC MT       -   148,520.      911,310.      MT  (+/- 180 meters Scaled)
 QU0255
 QU0255                          SUPERSEDED SURVEY CONTROL
 QU0255
 QU0255.No superseded survey control is available for this station.
 QU0255
 QU0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL599402(NAD 83)
 QU0255_MARKER: I = METAL ROD
 QU0255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0255_SP_SET: STAINLESS STEEL ROD
 QU0255_STAMPING: E 568 1985
 QU0255_MARK LOGO: NGS   
 QU0255_PROJECTION: FLUSH
 QU0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0255_ROD/PIPE-DEPTH: 5.3  meters
 QU0255
 QU0255  HISTORY     - Date     Condition        Report By
 QU0255  HISTORY     - 1985     MONUMENTED       NGS
 QU0255
 QU0255                          STATION DESCRIPTION
 QU0255
 QU0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0255'12.1 KM (7.5 MI) NW FROM BROADUS.
 QU0255'12.1 KM (7.5 MI) NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0255'COURTHOUSE AT BROADUS, 3.4 KM (2.1 MI) SOUTHEAST OF THE CROSSING OF
 QU0255'MIZPAH CREEK, 0.15 KM (0.1 MI) NORTHWEST OF MILEPOST 72, 17.4 METERS
 QU0255'(57.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.2 METERS
 QU0255'(56.5 FT) NORTH OF THE NORTHEAST END OF A 36 INCH CORRUGUATED METAL
 QU0255'PIPE CULVERT, AND 0.5 METER (1.5 FT) SOUTHWEST OF THE RIGHT-OF-WAY
 QU0255'FENCE.  NOTE--ACESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0255'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 QU0255'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0452 ***********************************************************************
 RT0452  DESIGNATION -  E 569
 RT0452  PID         -  RT0452
 RT0452  STATE/COUNTY-  MT/CUSTER
 RT0452  USGS QUAD   -  BEEBE (1969)
 RT0452
 RT0452                         *CURRENT SURVEY CONTROL
 RT0452  ___________________________________________________________________
 RT0452* NAD 83(1986)-  46 04 27.     (N)    105 33 49.     (W)     SCALED    
 RT0452* NAVD 88     -       824.377  (meters)    2704.64   (feet)  ADJUSTED  
 RT0452  ___________________________________________________________________
 RT0452  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 RT0452  DYNAMIC HT  -         824.264 (meters)    2704.27  (feet)  COMP
 RT0452  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 RT0452
 RT0452  VERT ORDER  -  FIRST     CLASS II
 RT0452
 RT0452.The horizontal coordinates were scaled from a topographic map and have
 RT0452.an estimated accuracy of +/- 6 seconds.
 RT0452
 RT0452.The orthometric height was determined by differential leveling
 RT0452.and adjusted by the National Geodetic Survey in June 1991..
 RT0452
 RT0452.The geoid height was determined by GEOID03.
 RT0452
 RT0452.The dynamic height is computed by dividing the NAVD 88
 RT0452.geopotential number by the normal gravity value computed on the
 RT0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0452.degrees latitude (g = 980.6199 gals.).
 RT0452
 RT0452.The modeled gravity was interpolated from observed gravity values.
 RT0452
 RT0452;                    North         East    Units  Estimated Accuracy
 RT0452;SPC MT       -   210,370.      904,250.      MT  (+/- 180 meters Scaled)
 RT0452
 RT0452                          SUPERSEDED SURVEY CONTROL
 RT0452
 RT0452.No superseded survey control is available for this station.
 RT0452
 RT0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM564024(NAD 83)
 RT0452_MARKER: I = METAL ROD
 RT0452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0452_SP_SET: STAINLESS STEEL ROD
 RT0452_STAMPING: E 569 1985
 RT0452_MARK LOGO: NGS   
 RT0452_PROJECTION: FLUSH
 RT0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0452_ROD/PIPE-DEPTH: 15.8 meters
 RT0452
 RT0452  HISTORY     - Date     Condition        Report By
 RT0452  HISTORY     - 1985     MONUMENTED       NGS
 RT0452
 RT0452                          STATION DESCRIPTION
 RT0452
 RT0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0452'42.8 KM (26.6 MI) SOUTH FROM MILES CITY.
 RT0452'42.85 KM (26.65 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE
 RT0452'INTERSECTION OF INTERSTATE 94 AT MILES CITY, 0.6 KM (0.4 MI) SOUTH OF
 RT0452'THE ENTRANCE TO FAILING RANCH, 0.32 KM (0.2 MI) SOUTH OF MILEPOST 29,
 RT0452'28.0 METERS (92.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 2.1
 RT0452'METERS (7.0 FT) NORTHWEST OF THE SOUTH END OF A TRIPLE WOODEN
 RT0452'RIGHT-OF-WAY FENCE BRACE, 1.2 METERS (4.0 FT) WEST OF THE
 RT0452'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RT0452'5-INCH LOGO CAP.
 RT0452'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 RT0452'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0093 ***********************************************************************
 RT0093  DESIGNATION -  E 57
 RT0093  PID         -  RT0093
 RT0093  STATE/COUNTY-  MT/FALLON
 RT0093  USGS QUAD   -  PLEVNA (1981)
 RT0093
 RT0093                         *CURRENT SURVEY CONTROL
 RT0093  ___________________________________________________________________
 RT0093* NAD 83(1986)-  46 27 38.     (N)    104 36 53.     (W)     SCALED    
 RT0093* NAVD 88     -       813.490  (meters)    2668.93   (feet)  ADJUSTED  
 RT0093  ___________________________________________________________________
 RT0093  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 RT0093  DYNAMIC HT  -         813.421 (meters)    2668.70  (feet)  COMP
 RT0093  MODELED GRAV-     980,503.2   (mgal)                       NAVD 88
 RT0093
 RT0093  VERT ORDER  -  SECOND    CLASS 0
 RT0093
 RT0093.The horizontal coordinates were scaled from a topographic map and have
 RT0093.an estimated accuracy of +/- 6 seconds.
 RT0093
 RT0093.The orthometric height was determined by differential leveling
 RT0093.and adjusted by the National Geodetic Survey in June 1991..
 RT0093
 RT0093.The geoid height was determined by GEOID03.
 RT0093
 RT0093.The dynamic height is computed by dividing the NAVD 88
 RT0093.geopotential number by the normal gravity value computed on the
 RT0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0093.degrees latitude (g = 980.6199 gals.).
 RT0093
 RT0093.The modeled gravity was interpolated from observed gravity values.
 RT0093
 RT0093;                    North         East    Units  Estimated Accuracy
 RT0093;SPC MT       -   257,340.      974,820.      MT  (+/- 180 meters Scaled)
 RT0093
 RT0093                          SUPERSEDED SURVEY CONTROL
 RT0093
 RT0093  NGVD 29 (??/??/92)  812.921  (m)         2667.06   (f) ADJ UNCH    2 0
 RT0093
 RT0093.Superseded values are not recommended for survey control.
 RT0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0093.See file dsdata.txt to determine how the superseded data were derived.
 RT0093
 RT0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM295452(NAD 83)
 RT0093_MARKER: DB = BENCH MARK DISK
 RT0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0093_STAMPING: E 57 1934
 RT0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0093+STABILITY: SURFACE MOTION
 RT0093
 RT0093  HISTORY     - Date     Condition        Report By
 RT0093  HISTORY     - 1934     MONUMENTED       CGS
 RT0093  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0093
 RT0093                          STATION DESCRIPTION
 RT0093
 RT0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0093'1.75 MI SE FROM WESTMORE.
 RT0093'ABOUT 1-3/4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RT0093'PACIFIC RAILROAD FROM WESTMORE, FALLON COUNTY, 8 FEET NORTHEAST OF
 RT0093'MILEPOST 1034, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND
 RT0093'9 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RT0093'E 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RT0093
 RT0093                          STATION RECOVERY (1976)
 RT0093
 RT0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0439 ***********************************************************************
 RT0439  DESIGNATION -  E 570
 RT0439  PID         -  RT0439
 RT0439  STATE/COUNTY-  MT/CUSTER
 RT0439  USGS QUAD   -  WHITNEY CREEK (1969)
 RT0439
 RT0439                         *CURRENT SURVEY CONTROL
 RT0439  ___________________________________________________________________
 RT0439* NAD 83(1986)-  46 15 19.     (N)    105 43 58.     (W)     SCALED    
 RT0439* NAVD 88     -       763.165  (meters)    2503.82   (feet)  ADJUSTED  
 RT0439  ___________________________________________________________________
 RT0439  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RT0439  DYNAMIC HT  -         763.086 (meters)    2503.56  (feet)  COMP
 RT0439  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 RT0439
 RT0439  VERT ORDER  -  FIRST     CLASS II
 RT0439
 RT0439.The horizontal coordinates were scaled from a topographic map and have
 RT0439.an estimated accuracy of +/- 6 seconds.
 RT0439
 RT0439.The orthometric height was determined by differential leveling
 RT0439.and adjusted by the National Geodetic Survey in June 1991..
 RT0439
 RT0439.The geoid height was determined by GEOID03.
 RT0439
 RT0439.The dynamic height is computed by dividing the NAVD 88
 RT0439.geopotential number by the normal gravity value computed on the
 RT0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0439.degrees latitude (g = 980.6199 gals.).
 RT0439
 RT0439.The modeled gravity was interpolated from observed gravity values.
 RT0439
 RT0439;                    North         East    Units  Estimated Accuracy
 RT0439;SPC MT       -   229,820.      890,210.      MT  (+/- 180 meters Scaled)
 RT0439
 RT0439                          SUPERSEDED SURVEY CONTROL
 RT0439
 RT0439.No superseded survey control is available for this station.
 RT0439
 RT0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM435226(NAD 83)
 RT0439_MARKER: I = METAL ROD
 RT0439_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RT0439_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RT0439_STAMPING: E 570 1985
 RT0439_MARK LOGO: NGS   
 RT0439_PROJECTION: FLUSH
 RT0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0439+STABILITY: POSITION/ELEVATION WELL
 RT0439_ROD/PIPE-DEPTH: 14.6 meters
 RT0439_SLEEVE-DEPTH  : 9.1 meters
 RT0439
 RT0439  HISTORY     - Date     Condition        Report By
 RT0439  HISTORY     - 1985     MONUMENTED       NGS
 RT0439
 RT0439                          STATION DESCRIPTION
 RT0439
 RT0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0439'17.7 KM (11.0 MI) SOUTH FROM MILES CITY.
 RT0439'17.7 KM (11.0 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 RT0439'OF INTERSTATE 94 AT MILES CITY, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST
 RT0439'13, IN THE SOUTH CORNER OF THE INTERSECTION OF TONGUE RIVER ROAD,
 RT0439'25.9 METERS (85.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 RT0439'29.5 METERS (97.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD, AND 1.0
 RT0439'METER (3.5 FT) NORTH OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 RT0439'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RT0439'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 RT0439'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0289 ***********************************************************************
 QU0289  DESIGNATION -  E 571
 QU0289  PID         -  QU0289
 QU0289  STATE/COUNTY-  MT/POWDER RIVER
 QU0289  USGS QUAD   -  BIDDLE (1970)
 QU0289
 QU0289                         *CURRENT SURVEY CONTROL
 QU0289  ___________________________________________________________________
 QU0289* NAD 83(1986)-  45 00 29.     (N)    105 22 27.     (W)     SCALED    
 QU0289* NAVD 88     -      1057.719  (meters)    3470.20   (feet)  ADJUSTED  
 QU0289  ___________________________________________________________________
 QU0289  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 QU0289  DYNAMIC HT  -        1057.421 (meters)    3469.22  (feet)  COMP
 QU0289  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 QU0289
 QU0289  VERT ORDER  -  FIRST     CLASS II
 QU0289
 QU0289.The horizontal coordinates were scaled from a topographic map and have
 QU0289.an estimated accuracy of +/- 6 seconds.
 QU0289
 QU0289.The orthometric height was determined by differential leveling
 QU0289.and adjusted by the National Geodetic Survey in June 1991..
 QU0289
 QU0289.The geoid height was determined by GEOID03.
 QU0289
 QU0289.The dynamic height is computed by dividing the NAVD 88
 QU0289.geopotential number by the normal gravity value computed on the
 QU0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0289.degrees latitude (g = 980.6199 gals.).
 QU0289
 QU0289.The modeled gravity was interpolated from observed gravity values.
 QU0289
 QU0289;                    North         East    Units  Estimated Accuracy
 QU0289;SPC MT       -    92,820.      925,110.      MT  (+/- 180 meters Scaled)
 QU0289
 QU0289                          SUPERSEDED SURVEY CONTROL
 QU0289
 QU0289.No superseded survey control is available for this station.
 QU0289
 QU0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK705839(NAD 83)
 QU0289_MARKER: I = METAL ROD
 QU0289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0289_SP_SET: STAINLESS STEEL ROD
 QU0289_STAMPING: E 571 1985
 QU0289_MARK LOGO: NGS   
 QU0289_PROJECTION: FLUSH
 QU0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0289_ROD/PIPE-DEPTH: 6.7  meters
 QU0289
 QU0289  HISTORY     - Date     Condition        Report By
 QU0289  HISTORY     - 1985     MONUMENTED       NGS
 QU0289
 QU0289                          STATION DESCRIPTION
 QU0289
 QU0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0289'11.6 KM (7.2 MI) SOUTH FROM BIDDLE.
 QU0289'11.65 KM (7.3 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0289'SCHOOL AT BIDDLE, AT THE NORTHWEST END OF A LOW CUT, 0.9 KM (0.55 MI)
 QU0289'NORTH OF THE WYOMING-MONTANA STATE LINE, 0.7 KM (0.45 MI) SOUTH OF
 QU0289'MILEPOST 1, 21.0 METERS (69 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 QU0289'4.3 METERS (14 FT) SOUTHEAST OF THE SOUTHEAST GATE POST FOR A WIRE
 QU0289'GATE AND 0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 QU0289'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0289'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 QU0289'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1083 ***********************************************************************
 PY1083  DESIGNATION -  E 573
 PY1083  PID         -  PY1083
 PY1083  STATE/COUNTY-  MT/GALLATIN
 PY1083  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY1083
 PY1083                         *CURRENT SURVEY CONTROL
 PY1083  ___________________________________________________________________
 PY1083* NAD 83(1986)-  44 48 23.     (N)    111 14 45.     (W)     SCALED    
 PY1083* NAVD 88     -      2001.460  (meters)    6566.46   (feet)  ADJUSTED  
 PY1083  ___________________________________________________________________
 PY1083  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY1083  DYNAMIC HT  -        2000.395 (meters)    6562.96  (feet)  COMP
 PY1083  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 PY1083
 PY1083  VERT ORDER  -  FIRST     CLASS II
 PY1083
 PY1083.The horizontal coordinates were scaled from a topographic map and have
 PY1083.an estimated accuracy of +/- 6 seconds.
 PY1083
 PY1083.The orthometric height was determined by differential leveling
 PY1083.and adjusted by the National Geodetic Survey in June 1991..
 PY1083
 PY1083.The geoid height was determined by GEOID03.
 PY1083
 PY1083.The dynamic height is computed by dividing the NAVD 88
 PY1083.geopotential number by the normal gravity value computed on the
 PY1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1083.degrees latitude (g = 980.6199 gals.).
 PY1083
 PY1083.The modeled gravity was interpolated from observed gravity values.
 PY1083
 PY1083;                    North         East    Units  Estimated Accuracy
 PY1083;SPC MT       -    63,390.      461,880.      MT  (+/- 180 meters Scaled)
 PY1083
 PY1083                          SUPERSEDED SURVEY CONTROL
 PY1083
 PY1083  NGVD 29 (08/20/92) 2000.247  (m)         6562.48   (f) ADJUSTED    1 2
 PY1083
 PY1083.Superseded values are not recommended for survey control.
 PY1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1083.See file dsdata.txt to determine how the superseded data were derived.
 PY1083
 PY1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ805614(NAD 83)
 PY1083_MARKER: DB = BENCH MARK DISK
 PY1083_SETTING: 66 = SET IN ROCK OUTCROP
 PY1083_SP_SET: BEDROCK
 PY1083_STAMPING: E 573 1987
 PY1083_MARK LOGO: NGS   
 PY1083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1083+STABILITY: POSITION/ELEVATION WELL
 PY1083
 PY1083  HISTORY     - Date     Condition        Report By
 PY1083  HISTORY     - 1987     MONUMENTED       NGS
 PY1083
 PY1083                          STATION DESCRIPTION
 PY1083
 PY1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1083'24.5 KM (15.20 MI) NORTH FROM WEST YELLOWSTONE.
 PY1083'24.5 KM (15.20 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE
 PY1083'JUNCTION OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, NEAR THE EAST END
 PY1083'OF A 3 BY 17 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 52.6 M
 PY1083'(172.6 FT) WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER RPTR 15, AND
 PY1083'10.3 M (33.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY1083'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 PY1083'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1096 ***********************************************************************
 PY1096  DESIGNATION -  E 574
 PY1096  PID         -  PY1096
 PY1096  STATE/COUNTY-  MT/MADISON
 PY1096  USGS QUAD   -  EARTHQUAKE LAKE (1988)
 PY1096
 PY1096                         *CURRENT SURVEY CONTROL
 PY1096  ___________________________________________________________________
 PY1096* NAD 83(1986)-  44 49 36.     (N)    111 27 21.     (W)     SCALED    
 PY1096* NAVD 88     -      1888.668  (meters)    6196.40   (feet)  ADJUSTED  
 PY1096  ___________________________________________________________________
 PY1096  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 PY1096  DYNAMIC HT  -        1887.671 (meters)    6193.13  (feet)  COMP
 PY1096  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 PY1096
 PY1096  VERT ORDER  -  FIRST     CLASS II
 PY1096
 PY1096.The horizontal coordinates were scaled from a topographic map and have
 PY1096.an estimated accuracy of +/- 6 seconds.
 PY1096
 PY1096.The orthometric height was determined by differential leveling
 PY1096.and adjusted by the National Geodetic Survey in June 1991..
 PY1096
 PY1096.The geoid height was determined by GEOID03.
 PY1096
 PY1096.The dynamic height is computed by dividing the NAVD 88
 PY1096.geopotential number by the normal gravity value computed on the
 PY1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1096.degrees latitude (g = 980.6199 gals.).
 PY1096
 PY1096.The modeled gravity was interpolated from observed gravity values.
 PY1096
 PY1096;                    North         East    Units  Estimated Accuracy
 PY1096;SPC MT       -    66,030.      445,320.      MT  (+/- 180 meters Scaled)
 PY1096
 PY1096                          SUPERSEDED SURVEY CONTROL
 PY1096
 PY1096  NGVD 29 (08/20/92) 1887.441  (m)         6192.38   (f) ADJUSTED    1 2
 PY1096
 PY1096.Superseded values are not recommended for survey control.
 PY1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1096.See file dsdata.txt to determine how the superseded data were derived.
 PY1096
 PY1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ639637(NAD 83)
 PY1096_MARKER: I = METAL ROD
 PY1096_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY1096+WITH SETTING: INFORMATION.
 PY1096_SP_SET: SHALLOW-SET METAL ROD
 PY1096_STAMPING: E 574 1987
 PY1096_MARK LOGO: NGS   
 PY1096_PROJECTION: FLUSH
 PY1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1096_ROD/PIPE-DEPTH: 2.3  meters
 PY1096
 PY1096  HISTORY     - Date     Condition        Report By
 PY1096  HISTORY     - 1987     MONUMENTED       NGS
 PY1096
 PY1096                          STATION DESCRIPTION
 PY1096
 PY1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1096'56.5 KM (35.10 MI) NORTH FROM WEST YELLOWSTONE.
 PY1096'46.5 KM (28.90 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE
 PY1096'JUNCTION OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, OR 49.7 KM (30.90
 PY1096'MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE IN
 PY1096'CAMERON, 22.6 M (74.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PY1096'21.0 M (68.9 FT) NORTH OF THE EXTENDED CENTER OF THE MOST EASTERLY 1
 PY1096'OF 2 DRIVEWAYS LEADING TO A CAMPGROUND AND STORE.  NOTE--ACCESS TO
 PY1096'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1096'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 PY1096'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0586 ***********************************************************************
 QX0586  DESIGNATION -  E 575
 QX0586  PID         -  QX0586
 QX0586  STATE/COUNTY-  MT/MADISON
 QX0586  USGS QUAD   -  BUCKS NEST (1988)
 QX0586
 QX0586                         *CURRENT SURVEY CONTROL
 QX0586  ___________________________________________________________________
 QX0586* NAD 83(1986)-  45 01 30.     (N)    111 38 51.     (W)     SCALED    
 QX0586* NAVD 88     -      1766.828  (meters)    5796.67   (feet)  ADJUSTED  
 QX0586  ___________________________________________________________________
 QX0586  GEOID HEIGHT-          -9.44  (meters)                     GEOID03
 QX0586  DYNAMIC HT  -        1765.934 (meters)    5793.74  (feet)  COMP
 QX0586  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 QX0586
 QX0586  VERT ORDER  -  FIRST     CLASS II
 QX0586
 QX0586.The horizontal coordinates were scaled from a topographic map and have
 QX0586.an estimated accuracy of +/- 6 seconds.
 QX0586
 QX0586.The orthometric height was determined by differential leveling
 QX0586.and adjusted by the National Geodetic Survey in June 1991..
 QX0586
 QX0586.The geoid height was determined by GEOID03.
 QX0586
 QX0586.The dynamic height is computed by dividing the NAVD 88
 QX0586.geopotential number by the normal gravity value computed on the
 QX0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0586.degrees latitude (g = 980.6199 gals.).
 QX0586
 QX0586.The modeled gravity was interpolated from observed gravity values.
 QX0586
 QX0586;                    North         East    Units  Estimated Accuracy
 QX0586;SPC MT       -    88,460.      430,770.      MT  (+/- 180 meters Scaled)
 QX0586
 QX0586                          SUPERSEDED SURVEY CONTROL
 QX0586
 QX0586  NGVD 29 (08/20/92) 1765.584  (m)         5792.59   (f) ADJUSTED    1 2
 QX0586
 QX0586.Superseded values are not recommended for survey control.
 QX0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0586.See file dsdata.txt to determine how the superseded data were derived.
 QX0586
 QX0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ489859(NAD 83)
 QX0586_MARKER: I = METAL ROD
 QX0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0586_SP_SET: STAINLESS STEEL ROD
 QX0586_STAMPING: E 575 1987
 QX0586_MARK LOGO: NGS   
 QX0586_PROJECTION: FLUSH
 QX0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0586_ROD/PIPE-DEPTH: 6.7  meters
 QX0586
 QX0586  HISTORY     - Date     Condition        Report By
 QX0586  HISTORY     - 1987     MONUMENTED       NGS
 QX0586
 QX0586                          STATION DESCRIPTION
 QX0586
 QX0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0586'20.7 KM (12.85 MI) SOUTH FROM CAMERON.
 QX0586'20.7 KM (12.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0586'OFFICE IN CAMERON, 24.6 M (80.7 FT) EAST OF THE CENTERLINE OF THE
 QX0586'HIGHWAY, 17.5 M (57.4 FT) NORTHEAST OF THE EAST END OF A DRAIN PIPE,
 QX0586'6.5 M (21.3 FT) SOUTHWEST OF A UTILITY POLE, AND 3.9 M (12.8 FT)
 QX0586'NORTH OF THE CENTER OF A FIELD ENTRANCE AND GATE.  NOTE--ACCESS TO
 QX0586'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QX0586'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST AND FENCE
 QX0586'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0209 ***********************************************************************
 RT0209  DESIGNATION -  E 58
 RT0209  PID         -  RT0209
 RT0209  STATE/COUNTY-  MT/PRAIRIE
 RT0209  USGS QUAD   -  TERRY (1972)
 RT0209
 RT0209                         *CURRENT SURVEY CONTROL
 RT0209  ___________________________________________________________________
 RT0209* NAD 83(1986)-  46 51 41.     (N)    105 20 38.     (W)     SCALED    
 RT0209* NAVD 88     -       717.464  (meters)    2353.88   (feet)  ADJUSTED  
 RT0209  ___________________________________________________________________
 RT0209  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 RT0209  DYNAMIC HT  -         717.447 (meters)    2353.82  (feet)  COMP
 RT0209  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 RT0209
 RT0209  VERT ORDER  -  SECOND    CLASS 0
 RT0209
 RT0209.The horizontal coordinates were scaled from a topographic map and have
 RT0209.an estimated accuracy of +/- 6 seconds.
 RT0209
 RT0209.The orthometric height was determined by differential leveling
 RT0209.and adjusted by the National Geodetic Survey in June 1991..
 RT0209
 RT0209.The geoid height was determined by GEOID03.
 RT0209
 RT0209.The dynamic height is computed by dividing the NAVD 88
 RT0209.geopotential number by the normal gravity value computed on the
 RT0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0209.degrees latitude (g = 980.6199 gals.).
 RT0209
 RT0209.The modeled gravity was interpolated from observed gravity values.
 RT0209
 RT0209;                    North         East    Units  Estimated Accuracy
 RT0209;SPC MT       -   298,580.      916,570.      MT  (+/- 180 meters Scaled)
 RT0209
 RT0209                          SUPERSEDED SURVEY CONTROL
 RT0209
 RT0209  NGVD 29 (??/??/92)  716.897  (m)         2352.02   (f) ADJ UNCH    2 0
 RT0209
 RT0209.Superseded values are not recommended for survey control.
 RT0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0209.See file dsdata.txt to determine how the superseded data were derived.
 RT0209
 RT0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM737898(NAD 83)
 RT0209_MARKER: DB = BENCH MARK DISK
 RT0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0209_STAMPING: E 58 1934
 RT0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0209+STABILITY: SURFACE MOTION
 RT0209
 RT0209  HISTORY     - Date     Condition        Report By
 RT0209  HISTORY     - 1934     MONUMENTED       CGS
 RT0209  HISTORY     - 1972     GOOD             USGS
 RT0209
 RT0209                          STATION DESCRIPTION
 RT0209
 RT0209'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0209'6.2 MI NW FROM TERRY.
 RT0209'6.2 MILES NW ALONG STATE SECONDARY 253 FROM THE COURTHOUSE AT TERRY,
 RT0209'THENCE 0.25 MILES WEST ALONG A RANCH ROAD, 50 FEET SOUTH OF THE
 RT0209'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 58 1934 AND SET IN
 RT0209'THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0130 ***********************************************************************
 SP0130  DESIGNATION -  E 59
 SP0130  PID         -  SP0130
 SP0130  STATE/COUNTY-  MT/DAWSON
 SP0130  USGS QUAD   -  BUFFALO CREEK SE (1983)
 SP0130
 SP0130                         *CURRENT SURVEY CONTROL
 SP0130  ___________________________________________________________________
 SP0130* NAD 83(1986)-  47 37 21.     (N)    105 16 11.     (W)     SCALED    
 SP0130* NAVD 88     -       734.809  (meters)    2410.79   (feet)  ADJUSTED  
 SP0130  ___________________________________________________________________
 SP0130  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 SP0130  DYNAMIC HT  -         734.849 (meters)    2410.92  (feet)  COMP
 SP0130  MODELED GRAV-     980,642.6   (mgal)                       NAVD 88
 SP0130
 SP0130  VERT ORDER  -  SECOND    CLASS 0
 SP0130
 SP0130.The horizontal coordinates were scaled from a topographic map and have
 SP0130.an estimated accuracy of +/- 6 seconds.
 SP0130
 SP0130.The orthometric height was determined by differential leveling
 SP0130.and adjusted by the National Geodetic Survey in June 1991..
 SP0130
 SP0130.The geoid height was determined by GEOID03.
 SP0130
 SP0130.The dynamic height is computed by dividing the NAVD 88
 SP0130.geopotential number by the normal gravity value computed on the
 SP0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0130.degrees latitude (g = 980.6199 gals.).
 SP0130
 SP0130.The modeled gravity was interpolated from observed gravity values.
 SP0130
 SP0130;                    North         East    Units  Estimated Accuracy
 SP0130;SPC MT       -   383,320.      917,650.      MT  (+/- 180 meters Scaled)
 SP0130
 SP0130                          SUPERSEDED SURVEY CONTROL
 SP0130
 SP0130  NGVD 29 (??/??/92)  734.226  (m)         2408.87   (f) ADJ UNCH    2 0
 SP0130
 SP0130.Superseded values are not recommended for survey control.
 SP0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0130.See file dsdata.txt to determine how the superseded data were derived.
 SP0130
 SP0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN797743(NAD 83)
 SP0130_MARKER: DB = BENCH MARK DISK
 SP0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0130_STAMPING: E 59 1934
 SP0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0130+STABILITY: SURFACE MOTION
 SP0130
 SP0130  HISTORY     - Date     Condition        Report By
 SP0130  HISTORY     - 1934     MONUMENTED       CGS
 SP0130  HISTORY     - 1977     GOOD             USGS
 SP0130
 SP0130                          STATION DESCRIPTION
 SP0130
 SP0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0130'10.9 MI W FROM RICHEY.
 SP0130'10.9 MILES WEST ALONG STATE HIGHWAY 23 FROM RICHEY, DAWSON COUNTY, AND
 SP0130'39 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SP0130'STAMPED E 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0130
 SP0130                          STATION RECOVERY (1977)
 SP0130
 SP0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0130'RICHEY, 3.6 MI. SW OF ALONG STATE HWY. 200 THENCE 4.4 MI. W ALONG A
 SP0130'TRAIL THAT FOLLOWS THE TOWNSHIP LINE TO A T-ROAD S THENCE 2.8 MI. W
 SP0130'ALONG A GOOD GRAVEL ROAD AND 115 FT NE OF ROAD. LOCATED IN THE SW 1/4
 SP0130'OF SEC 35 T 22 N R 50 E. A STANDARD DISK STAMPED E 59 1934 AND SET IN
 SP0130'THE TOP OF A CONCRETE POST PROJECTING 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0238 ***********************************************************************
 QW0238  DESIGNATION -  E 6
 QW0238  PID         -  QW0238
 QW0238  STATE/COUNTY-  MT/STILLWATER
 QW0238  USGS QUAD   -  COLUMBUS WEST (1956)
 QW0238
 QW0238                         *CURRENT SURVEY CONTROL
 QW0238  ___________________________________________________________________
 QW0238* NAD 83(1986)-  45 38 24.     (N)    109 18 16.     (W)     SCALED    
 QW0238* NAVD 88     -      1100.221  (meters)    3609.64   (feet)  ADJUSTED  
 QW0238  ___________________________________________________________________
 QW0238  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 QW0238  DYNAMIC HT  -        1099.918 (meters)    3608.65  (feet)  COMP
 QW0238  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 QW0238
 QW0238  VERT ORDER  -  FIRST     CLASS II
 QW0238
 QW0238.The horizontal coordinates were scaled from a topographic map and have
 QW0238.an estimated accuracy of +/- 6 seconds.
 QW0238
 QW0238.The orthometric height was determined by differential leveling
 QW0238.and adjusted by the National Geodetic Survey in June 1991..
 QW0238
 QW0238.The geoid height was determined by GEOID03.
 QW0238
 QW0238.The dynamic height is computed by dividing the NAVD 88
 QW0238.geopotential number by the normal gravity value computed on the
 QW0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0238.degrees latitude (g = 980.6199 gals.).
 QW0238
 QW0238.The modeled gravity was interpolated from observed gravity values.
 QW0238
 QW0238;                    North         East    Units  Estimated Accuracy
 QW0238;SPC MT       -   154,500.      615,240.      MT  (+/- 180 meters Scaled)
 QW0238
 QW0238                          SUPERSEDED SURVEY CONTROL
 QW0238
 QW0238  NGVD 29 (??/??/92) 1099.338  (m)         3606.74   (f) ADJ UNCH    1 2
 QW0238
 QW0238.Superseded values are not recommended for survey control.
 QW0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0238.See file dsdata.txt to determine how the superseded data were derived.
 QW0238
 QW0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR321554(NAD 83)
 QW0238_MARKER: P = PIPE CAP
 QW0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0238_STAMPING: E 6 1907 3606.745
 QW0238_MARK LOGO: CGS   
 QW0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0238
 QW0238  HISTORY     - Date     Condition        Report By
 QW0238  HISTORY     - 1907     MONUMENTED       CGS
 QW0238  HISTORY     - 1957     GOOD             NGS
 QW0238  HISTORY     - 1982     GOOD             NGS
 QW0238
 QW0238                          STATION DESCRIPTION
 QW0238
 QW0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0238'2.35 MI W FROM COLUMBUS.
 QW0238'ABOUT 2.35 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0238'STATION AT COLUMBUS, IN SECTION 19, T 2 S, R 20 E, 60 FEET SOUTHWEST
 QW0238'OF THE 11TH POLE EAST OF MILEPOST 43, 77 FEET SOUTH OF THE SOUTH RAIL,
 QW0238'6 INCHES NORTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 QW0238'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 QW0238'3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  E 6 1907 WAS STAMPED BY
 QW0238'THIS PARTY.
 QW0238
 QW0238                          STATION RECOVERY (1982)
 QW0238
 QW0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0238'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 451091, LINE 101
 QW0238'IS ADEQUATE EXCEPT THAT THE RAILROAD IS NOW THE BURLINGTON NORTHERN
 QW0238'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0415 ***********************************************************************
 SR0415  DESIGNATION -  E 6 Q
 SR0415  PID         -  SR0415
 SR0415  STATE/COUNTY-  MT/FERGUS
 SR0415  USGS QUAD   -  CHRISTINA (1985)
 SR0415
 SR0415                         *CURRENT SURVEY CONTROL
 SR0415  ___________________________________________________________________
 SR0415* NAD 83(1986)-  47 25 03.     (N)    109 18 56.     (W)     SCALED    
 SR0415* NAVD 88     -      1085.824  (meters)    3562.41   (feet)  ADJUSTED  
 SR0415  ___________________________________________________________________
 SR0415  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 SR0415  DYNAMIC HT  -        1085.764 (meters)    3562.21  (feet)  COMP
 SR0415  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 SR0415
 SR0415  VERT ORDER  -  FIRST     CLASS II
 SR0415
 SR0415.The horizontal coordinates were scaled from a topographic map and have
 SR0415.an estimated accuracy of +/- 6 seconds.
 SR0415
 SR0415.The orthometric height was determined by differential leveling
 SR0415.and adjusted by the National Geodetic Survey in June 1991..
 SR0415
 SR0415.The geoid height was determined by GEOID03.
 SR0415
 SR0415.The dynamic height is computed by dividing the NAVD 88
 SR0415.geopotential number by the normal gravity value computed on the
 SR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0415.degrees latitude (g = 980.6199 gals.).
 SR0415
 SR0415.The modeled gravity was interpolated from observed gravity values.
 SR0415
 SR0415;                    North         East    Units  Estimated Accuracy
 SR0415;SPC MT       -   351,980.      613,910.      MT  (+/- 180 meters Scaled)
 SR0415
 SR0415                          SUPERSEDED SURVEY CONTROL
 SR0415
 SR0415  NGVD 29 (??/??/92) 1085.003  (m)         3559.71   (f) ADJ UNCH    1 2
 SR0415
 SR0415.Superseded values are not recommended for survey control.
 SR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0415.See file dsdata.txt to determine how the superseded data were derived.
 SR0415
 SR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT270529(NAD 83)
 SR0415_MARKER: DS = TRIANGULATION STATION DISK
 SR0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0415_STAMPING: E 6 Q 1961
 SR0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0415+STABILITY: SURFACE MOTION
 SR0415
 SR0415  HISTORY     - Date     Condition        Report By
 SR0415  HISTORY     - 1961     MONUMENTED       CGS
 SR0415
 SR0415                          STATION DESCRIPTION
 SR0415
 SR0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0415'2.9 MI NW FROM CHRISTINA.
 SR0415'ABOUT 2.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0415'PACIFIC RAILROAD FROM A GRAIN ELEVATOR AT CHRISTINA TO TRIANGULATION
 SR0415'STATION E 6 R 1961, THENCE 0.15 MILE WEST-NORTHWEST ACROSS A
 SR0415'CULTIVATED FIELD TO THE CREST OF A GRASSY KNOLL, OR ABOUT 0.75 MILE
 SR0415'SOUTHWEST OF Z 173 1961 WHICH IS DESCRIBED FROM SUFFOLK, IN SECTION
 SR0415'16, T 19 N, R 19 E, 168 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 SR0415'CULTIVATED FIELD, 421 FEET NORTHEAST OF A FENCE, 29.0 FEET NORTHWEST
 SR0415'OF E 6 Q R.M. 1, 28.9 FEET NORTH-NORTHEAST OF E 6 Q R.M. 2, AND SET IN
 SR0415'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0414 ***********************************************************************
 SR0414  DESIGNATION -  E 6 Q RM 1
 SR0414  PID         -  SR0414
 SR0414  STATE/COUNTY-  MT/FERGUS
 SR0414  USGS QUAD   -  CHRISTINA (1985)
 SR0414
 SR0414                         *CURRENT SURVEY CONTROL
 SR0414  ___________________________________________________________________
 SR0414* NAD 83(1986)-  47 25 02.     (N)    109 18 55.     (W)     SCALED    
 SR0414* NAVD 88     -      1085.824  (meters)    3562.41   (feet)  ADJUSTED  
 SR0414  ___________________________________________________________________
 SR0414  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 SR0414  DYNAMIC HT  -        1085.764 (meters)    3562.21  (feet)  COMP
 SR0414  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 SR0414
 SR0414  VERT ORDER  -  FIRST     CLASS II
 SR0414
 SR0414.The horizontal coordinates were scaled from a topographic map and have
 SR0414.an estimated accuracy of +/- 6 seconds.
 SR0414
 SR0414.The orthometric height was determined by differential leveling
 SR0414.and adjusted by the National Geodetic Survey in June 1991..
 SR0414
 SR0414.The geoid height was determined by GEOID03.
 SR0414
 SR0414.The dynamic height is computed by dividing the NAVD 88
 SR0414.geopotential number by the normal gravity value computed on the
 SR0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0414.degrees latitude (g = 980.6199 gals.).
 SR0414
 SR0414.The modeled gravity was interpolated from observed gravity values.
 SR0414
 SR0414;                    North         East    Units  Estimated Accuracy
 SR0414;SPC MT       -   351,950.      613,930.      MT  (+/- 180 meters Scaled)
 SR0414
 SR0414                          SUPERSEDED SURVEY CONTROL
 SR0414
 SR0414  NGVD 29 (??/??/92) 1085.003  (m)         3559.71   (f) ADJ UNCH    1 2
 SR0414
 SR0414.Superseded values are not recommended for survey control.
 SR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0414.See file dsdata.txt to determine how the superseded data were derived.
 SR0414
 SR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT270529(NAD 83)
 SR0414_MARKER: DR = REFERENCE MARK DISK
 SR0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0414_STAMPING: E 6 Q NO 1 1961
 SR0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0414+STABILITY: SURFACE MOTION
 SR0414
 SR0414  HISTORY     - Date     Condition        Report By
 SR0414  HISTORY     - 1961     MONUMENTED       CGS
 SR0414
 SR0414                          STATION DESCRIPTION
 SR0414
 SR0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0414'2.9 MI NW FROM CHRISTINA.
 SR0414'ABOUT 2.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0414'PACIFIC RAILROAD FROM A GRAIN ELEVATOR AT CHRISTINA TO TRIANGULATION
 SR0414'STATION E 6 R 1961, THENCE 0.15 MILE WEST-NORTHWEST ACROSS A
 SR0414'CULTIVATED FIELD TO THE CREST OF A GRASSY KNOLL, IN SECTION 16, T 19
 SR0414'N, R 19 E, 164 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE FIELD, 430
 SR0414'FEET NORTHEAST OF A FENCE, 29.0 FEET SOUTHEAST OF E 6 Q 1961, AND SET
 SR0414'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0416 ***********************************************************************
 SR0416  DESIGNATION -  E 6 Q RM 2
 SR0416  PID         -  SR0416
 SR0416  STATE/COUNTY-  MT/FERGUS
 SR0416  USGS QUAD   -  CHRISTINA (1985)
 SR0416
 SR0416                         *CURRENT SURVEY CONTROL
 SR0416  ___________________________________________________________________
 SR0416* NAD 83(1986)-  47 25 02.     (N)    109 18 56.     (W)     SCALED    
 SR0416* NAVD 88     -      1086.189  (meters)    3563.61   (feet)  ADJUSTED  
 SR0416  ___________________________________________________________________
 SR0416  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 SR0416  DYNAMIC HT  -        1086.129 (meters)    3563.41  (feet)  COMP
 SR0416  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 SR0416
 SR0416  VERT ORDER  -  FIRST     CLASS II
 SR0416
 SR0416.The horizontal coordinates were scaled from a topographic map and have
 SR0416.an estimated accuracy of +/- 6 seconds.
 SR0416
 SR0416.The orthometric height was determined by differential leveling
 SR0416.and adjusted by the National Geodetic Survey in June 1991..
 SR0416
 SR0416.The geoid height was determined by GEOID03.
 SR0416
 SR0416.The dynamic height is computed by dividing the NAVD 88
 SR0416.geopotential number by the normal gravity value computed on the
 SR0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0416.degrees latitude (g = 980.6199 gals.).
 SR0416
 SR0416.The modeled gravity was interpolated from observed gravity values.
 SR0416
 SR0416;                    North         East    Units  Estimated Accuracy
 SR0416;SPC MT       -   351,950.      613,910.      MT  (+/- 180 meters Scaled)
 SR0416
 SR0416                          SUPERSEDED SURVEY CONTROL
 SR0416
 SR0416  NGVD 29 (??/??/92) 1085.368  (m)         3560.91   (f) ADJ UNCH    1 2
 SR0416
 SR0416.Superseded values are not recommended for survey control.
 SR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0416.See file dsdata.txt to determine how the superseded data were derived.
 SR0416
 SR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT270529(NAD 83)
 SR0416_MARKER: DR = REFERENCE MARK DISK
 SR0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0416_STAMPING: E 6 Q NO 2 1961
 SR0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0416+STABILITY: SURFACE MOTION
 SR0416
 SR0416  HISTORY     - Date     Condition        Report By
 SR0416  HISTORY     - 1961     MONUMENTED       CGS
 SR0416
 SR0416                          STATION DESCRIPTION
 SR0416
 SR0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0416'2.9 MI NW FROM CHRISTINA.
 SR0416'ABOUT 2.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0416'PACIFIC RAILROAD FROM A GRAIN ELEVATOR AT CHRISTINA TO TRIANGULATION
 SR0416'STATION E 6 R 1961, THENCE 0.15 MILE WEST-NORTHWEST ACROSS A
 SR0416'CULTIVATED FIELD TO THE CREST OF A GRASSY KNOLL, IN SECTION 16, T 19
 SR0416'N, R 19 E, 198 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE FIELD, 391
 SR0416'FEET NORTHEAST OF A FENCE, 28.9 FEET SOUTH-SOUTHWEST OF E 6 Q 1961,
 SR0416'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0412 ***********************************************************************
 SR0412  DESIGNATION -  E 6 R
 SR0412  PID         -  SR0412
 SR0412  STATE/COUNTY-  MT/FERGUS
 SR0412  USGS QUAD   -  CHRISTINA (1985)
 SR0412
 SR0412                         *CURRENT SURVEY CONTROL
 SR0412  ___________________________________________________________________
 SR0412* NAD 83(1986)-  47 25 03.     (N)    109 18 40.     (W)     SCALED    
 SR0412* NAVD 88     -      1070.557  (meters)    3512.32   (feet)  ADJUSTED  
 SR0412  ___________________________________________________________________
 SR0412  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 SR0412  DYNAMIC HT  -        1070.498 (meters)    3512.13  (feet)  COMP
 SR0412  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 SR0412
 SR0412  VERT ORDER  -  FIRST     CLASS II
 SR0412
 SR0412.The horizontal coordinates were scaled from a topographic map and have
 SR0412.an estimated accuracy of +/- 6 seconds.
 SR0412
 SR0412.The orthometric height was determined by differential leveling
 SR0412.and adjusted by the National Geodetic Survey in June 1991..
 SR0412
 SR0412.The geoid height was determined by GEOID03.
 SR0412
 SR0412.The dynamic height is computed by dividing the NAVD 88
 SR0412.geopotential number by the normal gravity value computed on the
 SR0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0412.degrees latitude (g = 980.6199 gals.).
 SR0412
 SR0412.The modeled gravity was interpolated from observed gravity values.
 SR0412
 SR0412;                    North         East    Units  Estimated Accuracy
 SR0412;SPC MT       -   351,980.      614,250.      MT  (+/- 180 meters Scaled)
 SR0412
 SR0412                          SUPERSEDED SURVEY CONTROL
 SR0412
 SR0412  NGVD 29 (??/??/92) 1069.735  (m)         3509.62   (f) ADJ UNCH    1 2
 SR0412
 SR0412.Superseded values are not recommended for survey control.
 SR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0412.See file dsdata.txt to determine how the superseded data were derived.
 SR0412
 SR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT273529(NAD 83)
 SR0412_MARKER: DS = TRIANGULATION STATION DISK
 SR0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0412_STAMPING: E 6 R 1961
 SR0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0412+STABILITY: SURFACE MOTION
 SR0412
 SR0412  HISTORY     - Date     Condition        Report By
 SR0412  HISTORY     - 1961     MONUMENTED       CGS
 SR0412  HISTORY     - 1982     GOOD             NGS
 SR0412
 SR0412                          STATION DESCRIPTION
 SR0412
 SR0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0412'2.75 MI N FROM CHRISTINA.
 SR0412'ABOUT 2.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0412'PACIFIC RAILROAD FROM A GRAIN ELEVATOR AT CHRISTINA, IN SECTION 16, T
 SR0412'19 N, R 19 E, 183 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 89 FEET
 SR0412'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 236, 19 FEET NORTHWEST
 SR0412'OF A TELEPHONE POLE, 29.0 FEET EAST OF E 6 R R.M. 2, 25.1 FEET
 SR0412'SOUTHWEST OF E 6 R R.M. 1, 6 FEET NORTH OF A FENCE, 5.5 FEET NORTHWEST
 SR0412'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 SR0412'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SR0412
 SR0412                          STATION RECOVERY (1982)
 SR0412
 SR0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SR0412'4.51 KM (2.8 MI) NORTHWEST ALONG STATE HIGHWAY 236 FROM THE SMALL
 SR0412'SETTLEMENT OF CHRISTINA TO THE MARK ON THE LEFT, 27.1 M (89 FT)
 SR0412'SOUTHWEST OF THE CENTER OF THE HIGHWAY 3.1 M (10 FT) NORTHEAST OF THE
 SR0412'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0411 ***********************************************************************
 SR0411  DESIGNATION -  E 6 R RM 1
 SR0411  PID         -  SR0411
 SR0411  STATE/COUNTY-  MT/FERGUS
 SR0411  USGS QUAD   -  CHRISTINA (1985)
 SR0411
 SR0411                         *CURRENT SURVEY CONTROL
 SR0411  ___________________________________________________________________
 SR0411* NAD 83(1986)-  47 25 04.     (N)    109 18 40.     (W)     SCALED    
 SR0411* NAVD 88     -      1070.002  (meters)    3510.50   (feet)  ADJUSTED  
 SR0411  ___________________________________________________________________
 SR0411  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 SR0411  DYNAMIC HT  -        1069.942 (meters)    3510.30  (feet)  COMP
 SR0411  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 SR0411
 SR0411  VERT ORDER  -  FIRST     CLASS II
 SR0411
 SR0411.The horizontal coordinates were scaled from a topographic map and have
 SR0411.an estimated accuracy of +/- 6 seconds.
 SR0411
 SR0411.The orthometric height was determined by differential leveling
 SR0411.and adjusted by the National Geodetic Survey in June 1991..
 SR0411
 SR0411.The geoid height was determined by GEOID03.
 SR0411
 SR0411.The dynamic height is computed by dividing the NAVD 88
 SR0411.geopotential number by the normal gravity value computed on the
 SR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0411.degrees latitude (g = 980.6199 gals.).
 SR0411
 SR0411.The modeled gravity was interpolated from observed gravity values.
 SR0411
 SR0411;                    North         East    Units  Estimated Accuracy
 SR0411;SPC MT       -   352,010.      614,250.      MT  (+/- 180 meters Scaled)
 SR0411
 SR0411                          SUPERSEDED SURVEY CONTROL
 SR0411
 SR0411  NGVD 29 (??/??/92) 1069.179  (m)         3507.80   (f) ADJ UNCH    1 2
 SR0411
 SR0411.Superseded values are not recommended for survey control.
 SR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0411.See file dsdata.txt to determine how the superseded data were derived.
 SR0411
 SR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT273529(NAD 83)
 SR0411_MARKER: DR = REFERENCE MARK DISK
 SR0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0411_STAMPING: E 6 R NO 1 1961
 SR0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0411+STABILITY: SURFACE MOTION
 SR0411
 SR0411  HISTORY     - Date     Condition        Report By
 SR0411  HISTORY     - 1961     MONUMENTED       CGS
 SR0411  HISTORY     - 1982     GOOD             NGS
 SR0411
 SR0411                          STATION DESCRIPTION
 SR0411
 SR0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0411'2.75 MI NW FROM CHRISTINA.
 SR0411'ABOUT 2.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0411'PACIFIC RAILROAD FROM A GRAIN ELEVATOR AT CHRISTINA, IN SECTION 16, T
 SR0411'19 N, R 19 E, 158 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 70 FEET
 SR0411'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 236, 25.1 FEET NORTHEAST
 SR0411'OF E 6 R 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SR0411'GROUND.
 SR0411
 SR0411                          STATION RECOVERY (1982)
 SR0411
 SR0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SR0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0413 ***********************************************************************
 SR0413  DESIGNATION -  E 6 R RM 2
 SR0413  PID         -  SR0413
 SR0413  STATE/COUNTY-  MT/FERGUS
 SR0413  USGS QUAD   -  CHRISTINA (1985)
 SR0413
 SR0413                         *CURRENT SURVEY CONTROL
 SR0413  ___________________________________________________________________
 SR0413* NAD 83(1986)-  47 25 03.     (N)    109 18 41.     (W)     SCALED    
 SR0413* NAVD 88     -      1070.553  (meters)    3512.31   (feet)  ADJUSTED  
 SR0413  ___________________________________________________________________
 SR0413  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 SR0413  DYNAMIC HT  -        1070.494 (meters)    3512.11  (feet)  COMP
 SR0413  MODELED GRAV-     980,520.3   (mgal)                       NAVD 88
 SR0413
 SR0413  VERT ORDER  -  FIRST     CLASS II
 SR0413
 SR0413.The horizontal coordinates were scaled from a topographic map and have
 SR0413.an estimated accuracy of +/- 6 seconds.
 SR0413
 SR0413.The orthometric height was determined by differential leveling
 SR0413.and adjusted by the National Geodetic Survey in June 1991..
 SR0413
 SR0413.The geoid height was determined by GEOID03.
 SR0413
 SR0413.The dynamic height is computed by dividing the NAVD 88
 SR0413.geopotential number by the normal gravity value computed on the
 SR0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0413.degrees latitude (g = 980.6199 gals.).
 SR0413
 SR0413.The modeled gravity was interpolated from observed gravity values.
 SR0413
 SR0413;                    North         East    Units  Estimated Accuracy
 SR0413;SPC MT       -   351,980.      614,230.      MT  (+/- 180 meters Scaled)
 SR0413
 SR0413                          SUPERSEDED SURVEY CONTROL
 SR0413
 SR0413  NGVD 29 (??/??/92) 1069.731  (m)         3509.61   (f) ADJ UNCH    1 2
 SR0413
 SR0413.Superseded values are not recommended for survey control.
 SR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0413.See file dsdata.txt to determine how the superseded data were derived.
 SR0413
 SR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT273529(NAD 83)
 SR0413_MARKER: DR = REFERENCE MARK DISK
 SR0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0413_STAMPING: E 6 R NO 2 1961
 SR0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0413+STABILITY: SURFACE MOTION
 SR0413
 SR0413  HISTORY     - Date     Condition        Report By
 SR0413  HISTORY     - 1961     MONUMENTED       CGS
 SR0413  HISTORY     - 1982     GOOD             NGS
 SR0413
 SR0413                          STATION DESCRIPTION
 SR0413
 SR0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0413'2.75 MI NW FROM CHRISTINA.
 SR0413'ABOUT 2.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0413'PACIFIC RAILROAD FROM A GRAIN ELEVATOR AT CHRISTINA, IN SECTION 16, T
 SR0413'19 N, R 19 E, 95 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 SR0413'236, 29.0 FEET WEST OF E 6 R 1961, 1 FOOT NORTHEAST OF A FENCE, ABOUT
 SR0413'6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SR0413'CONCRETE POST FLUSH WITH THE GROUND.
 SR0413
 SR0413                          STATION RECOVERY (1982)
 SR0413
 SR0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SR0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0193 ***********************************************************************
 QU0193  DESIGNATION -  E 61
 QU0193  PID         -  QU0193
 QU0193  STATE/COUNTY-  MT/POWDER RIVER
 QU0193  USGS QUAD   -  COALWOOD (1973)
 QU0193
 QU0193                         *CURRENT SURVEY CONTROL
 QU0193  ___________________________________________________________________
 QU0193* NAD 83(1986)-  45 42 41.     (N)    105 34 35.     (W)     SCALED    
 QU0193* NAVD 88     -      1065.555  (meters)    3495.91   (feet)  ADJUSTED  
 QU0193  ___________________________________________________________________
 QU0193  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 QU0193  DYNAMIC HT  -        1065.342 (meters)    3495.21  (feet)  COMP
 QU0193  MODELED GRAV-     980,377.9   (mgal)                       NAVD 88
 QU0193
 QU0193  VERT ORDER  -  FIRST     CLASS II
 QU0193
 QU0193.The horizontal coordinates were scaled from a topographic map and have
 QU0193.an estimated accuracy of +/- 6 seconds.
 QU0193
 QU0193.The orthometric height was determined by differential leveling
 QU0193.and adjusted by the National Geodetic Survey in June 1991..
 QU0193
 QU0193.The geoid height was determined by GEOID03.
 QU0193
 QU0193.The dynamic height is computed by dividing the NAVD 88
 QU0193.geopotential number by the normal gravity value computed on the
 QU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0193.degrees latitude (g = 980.6199 gals.).
 QU0193
 QU0193.The modeled gravity was interpolated from observed gravity values.
 QU0193
 QU0193;                    North         East    Units  Estimated Accuracy
 QU0193;SPC MT       -   170,060.      905,280.      MT  (+/- 180 meters Scaled)
 QU0193
 QU0193                          SUPERSEDED SURVEY CONTROL
 QU0193
 QU0193  NGVD 29 (??/??/92) 1064.892  (m)         3493.73   (f) ADJ UNCH    1 2
 QU0193
 QU0193.Superseded values are not recommended for survey control.
 QU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0193.See file dsdata.txt to determine how the superseded data were derived.
 QU0193
 QU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL551621(NAD 83)
 QU0193_MARKER: DB = BENCH MARK DISK
 QU0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0193_STAMPING: E 61 1933
 QU0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0193+STABILITY: SURFACE MOTION
 QU0193
 QU0193  HISTORY     - Date     Condition        Report By
 QU0193  HISTORY     - 1933     MONUMENTED       CGS
 QU0193  HISTORY     - 1985     MARK NOT FOUND   NGS
 QU0193
 QU0193                          STATION DESCRIPTION
 QU0193
 QU0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QU0193'21.1 MI N FROM BROADUS.
 QU0193'21.1 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE INTERSECTION WITH
 QU0193'THE MAIN NORTH-AND-SOUTH STREET AT BROADUS, POWDER RIVER COUNTY,
 QU0193'1.3 MILES SOUTH OF THE NORTH ROAD LEADING TO COALWOOD, ON THE SOUTH
 QU0193'SLOPE OF A HILL AT THE SOUTH END OF A CUT, 39 FEET WEST OF THE
 QU0193'CENTERLINE OF THE HIGHWAY, AND 13 FEET SOUTH OF A ROAD LEADING
 QU0193'WEST.  A STANDARD DISK, STAMPED E 61 1933 AND SET IN THE TOP OF
 QU0193'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QU0193
 QU0193                          STATION RECOVERY (1985)
 QU0193
 QU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0193'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0271 ***********************************************************************
 RT0271  DESIGNATION -  E 62
 RT0271  PID         -  RT0271
 RT0271  STATE/COUNTY-  MT/CUSTER
 RT0271  USGS QUAD   -  PADDY FAY CREEK (1968)
 RT0271
 RT0271                         *CURRENT SURVEY CONTROL
 RT0271  ___________________________________________________________________
 RT0271* NAD 83(1986)-  46 18 27.     (N)    105 45 46.     (W)     SCALED    
 RT0271* NAVD 88     -       741.998  (meters)    2434.37   (feet)  POSTED    
 RT0271  ___________________________________________________________________
 RT0271  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RT0271  DYNAMIC HT  -         741.930 (meters)    2434.15  (feet)  COMP
 RT0271  MODELED GRAV-     980,496.8   (mgal)                       NAVD 88
 RT0271
 RT0271  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RT0271
 RT0271.The horizontal coordinates were scaled from a topographic map and have
 RT0271.an estimated accuracy of +/- 6 seconds.
 RT0271
 RT0271.The orthometric height was determined by differential leveling
 RT0271.and adjusted by the National Geodetic Survey in 1992..
 RT0271.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RT0271.rate of 1.1 thru 2.0 mm/km.
 RT0271
 RT0271.The geoid height was determined by GEOID03.
 RT0271
 RT0271.The dynamic height is computed by dividing the NAVD 88
 RT0271.geopotential number by the normal gravity value computed on the
 RT0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0271.degrees latitude (g = 980.6199 gals.).
 RT0271
 RT0271.The modeled gravity was interpolated from observed gravity values.
 RT0271
 RT0271;                    North         East    Units  Estimated Accuracy
 RT0271;SPC MT       -   235,500.      887,630.      MT  (+/- 180 meters Scaled)
 RT0271
 RT0271                          SUPERSEDED SURVEY CONTROL
 RT0271
 RT0271  NGVD 29 (??/??/92)  741.374  (m)         2432.32   (f) ADJ UNCH    1 2
 RT0271
 RT0271.Superseded values are not recommended for survey control.
 RT0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0271.See file dsdata.txt to determine how the superseded data were derived.
 RT0271
 RT0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM412284(NAD 83)
 RT0271_MARKER: DB = BENCH MARK DISK
 RT0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0271_STAMPING: E 62 1933
 RT0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0271+STABILITY: SURFACE MOTION
 RT0271
 RT0271  HISTORY     - Date     Condition        Report By
 RT0271  HISTORY     - 1933     MONUMENTED       CGS
 RT0271
 RT0271                          STATION DESCRIPTION
 RT0271
 RT0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RT0271'9.5 MI S FROM MILES CITY.
 RT0271'9.5 MILES S ALONG U.S. HWY. 312 FROM THE POST OFFICE AT MILES CITY,
 RT0271'CUSTER COUNTY 65 FEET N AND ON TOP OF BANK RISING FROM THE S, 1900
 RT0271'FEET NW OF MILL CREEK BRIDGE ON HWY 312, 620 FEET SW OF RANCH HOUSE,
 RT0271'19 FEET S OF E-W FENCE LINE 1000 FEET W OF HWY.  NOTE-- 9.8 MILES
 RT0271'SOUTH ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT MILES CITY,
 RT0271'CUSTER COUNTY, AT THE FOOT OF A HILL RISING FROM THE SOUTH, AT A SHARP
 RT0271'CURVE TO THE RIGHT, 0.3 MILE NORTHEAST OF THE VERTREE RANCHHOUSE, 200
 RT0271'YARDS NORTHEAST OF A WOODEN BRIDGE OVER A DRY CREEK BED, 33 FEET SOUTH
 RT0271'OF THE CENTERLINE OF THE HIGHWAY, AND 19 FEET SOUTH OF A 120-DEGREE
 RT0271'ANGLE IN A FENCE.  A STANDARD DISK, STAMPED E 62 1933 AND SET IN THE
 RT0271'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0189 ***********************************************************************
 TH0189  DESIGNATION -  E 63
 TH0189  PID         -  TH0189
 TH0189  STATE/COUNTY-  MT/DANIELS
 TH0189  USGS QUAD   -  FLAXVILLE (1973)
 TH0189
 TH0189                         *CURRENT SURVEY CONTROL
 TH0189  ___________________________________________________________________
 TH0189* NAD 83(1986)-  48 48 10.     (N)    105 08 50.     (W)     SCALED    
 TH0189* NAVD 88     -       825.529  (meters)    2708.42   (feet)  ADJUSTED  
 TH0189  ___________________________________________________________________
 TH0189  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 TH0189  DYNAMIC HT  -         825.659 (meters)    2708.85  (feet)  COMP
 TH0189  MODELED GRAV-     980,739.7   (mgal)                       NAVD 88
 TH0189
 TH0189  VERT ORDER  -  SECOND    CLASS 0
 TH0189
 TH0189.The horizontal coordinates were scaled from a topographic map and have
 TH0189.an estimated accuracy of +/- 6 seconds.
 TH0189
 TH0189.The orthometric height was determined by differential leveling
 TH0189.and adjusted by the National Geodetic Survey in June 1991..
 TH0189
 TH0189.The geoid height was determined by GEOID03.
 TH0189
 TH0189.The dynamic height is computed by dividing the NAVD 88
 TH0189.geopotential number by the normal gravity value computed on the
 TH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0189.degrees latitude (g = 980.6199 gals.).
 TH0189
 TH0189.The modeled gravity was interpolated from observed gravity values.
 TH0189
 TH0189;                    North         East    Units  Estimated Accuracy
 TH0189;SPC MT       -   514,820.      919,560.      MT  (+/- 180 meters Scaled)
 TH0189
 TH0189                          SUPERSEDED SURVEY CONTROL
 TH0189
 TH0189  NGVD 29 (??/??/92)  824.927  (m)         2706.45   (f) ADJ UNCH    2 0
 TH0189
 TH0189.Superseded values are not recommended for survey control.
 TH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0189.See file dsdata.txt to determine how the superseded data were derived.
 TH0189
 TH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ891055(NAD 83)
 TH0189_MARKER: DB = BENCH MARK DISK
 TH0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0189_STAMPING: E 63 1934
 TH0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0189+STABILITY: SURFACE MOTION
 TH0189
 TH0189  HISTORY     - Date     Condition        Report By
 TH0189  HISTORY     - 1934     MONUMENTED       CGS
 TH0189  HISTORY     - 1935     GOOD             NGS
 TH0189  HISTORY     - 1963     GOOD             NGS
 TH0189
 TH0189                          STATION DESCRIPTION
 TH0189
 TH0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TH0189'4.2 MI W FROM NAVAJO.
 TH0189'4.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM NAVAJO, DANIELS
 TH0189'COUNTY, 323 YARDS WEST OF MILEPOST 85, 27 FEET NORTH OF THE CENTERLINE
 TH0189'OF THE TRACK, AND 32 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 TH0189'DISK, STAMPED E 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TH0189
 TH0189                          STATION RECOVERY (1963)
 TH0189
 TH0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TH0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0156 ***********************************************************************
 TH0156  DESIGNATION -  E 64
 TH0156  PID         -  TH0156
 TH0156  STATE/COUNTY-  MT/SHERIDAN
 TH0156  USGS QUAD   -  REDSTONE (1983)
 TH0156
 TH0156                         *CURRENT SURVEY CONTROL
 TH0156  ___________________________________________________________________
 TH0156* NAD 83(1986)-  48 49 27.     (N)    104 57 22.     (W)     SCALED    
 TH0156* NAVD 88     -       644.275  (meters)    2113.76   (feet)  ADJUSTED  
 TH0156  ___________________________________________________________________
 TH0156  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 TH0156  DYNAMIC HT  -         644.393 (meters)    2114.15  (feet)  COMP
 TH0156  MODELED GRAV-     980,771.9   (mgal)                       NAVD 88
 TH0156
 TH0156  VERT ORDER  -  SECOND    CLASS 0
 TH0156
 TH0156.The horizontal coordinates were scaled from a topographic map and have
 TH0156.an estimated accuracy of +/- 6 seconds.
 TH0156
 TH0156.The orthometric height was determined by differential leveling
 TH0156.and adjusted by the National Geodetic Survey in June 1991..
 TH0156
 TH0156.The geoid height was determined by GEOID03.
 TH0156
 TH0156.The dynamic height is computed by dividing the NAVD 88
 TH0156.geopotential number by the normal gravity value computed on the
 TH0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0156.degrees latitude (g = 980.6199 gals.).
 TH0156
 TH0156.The modeled gravity was interpolated from observed gravity values.
 TH0156
 TH0156;                    North         East    Units  Estimated Accuracy
 TH0156;SPC MT       -   517,990.      933,430.      MT  (+/- 180 meters Scaled)
 TH0156
 TH0156                          SUPERSEDED SURVEY CONTROL
 TH0156
 TH0156  NGVD 29 (??/??/92)  643.741  (m)         2112.01   (f) ADJ UNCH    2 0
 TH0156
 TH0156.Superseded values are not recommended for survey control.
 TH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0156.See file dsdata.txt to determine how the superseded data were derived.
 TH0156
 TH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ032079(NAD 83)
 TH0156_MARKER: DB = BENCH MARK DISK
 TH0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0156_STAMPING: E 64 1934
 TH0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0156+STABILITY: SURFACE MOTION
 TH0156
 TH0156  HISTORY     - Date     Condition        Report By
 TH0156  HISTORY     - 1934     MONUMENTED       CGS
 TH0156  HISTORY     - 1935     GOOD             NGS
 TH0156  HISTORY     - 1977     GOOD             USGS
 TH0156
 TH0156                          STATION DESCRIPTION
 TH0156
 TH0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TH0156'0.5 MI W FROM REDSTONE.
 TH0156'0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0156'REDSTONE, SHERIDAN COUNTY, 25 FEET NORTH OF MILEPOST 75, 25 FEET WEST
 TH0156'OF THE CENTERLINE OF THE TRACK, AND 7 FEET EAST OF THE RIGHT-OF-WAY
 TH0156'FENCE.  A STANDARD DISK, STAMPED E 64 1934 AND SET IN THE TOP OF A
 TH0156'CONCRETE POST.
 TH0156
 TH0156                          STATION RECOVERY (1977)
 TH0156
 TH0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0156'0.5 MILE NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TH0156'STATION AT REDSTONE, SHERIDAN COUNTY, 31.5 FEET NORTHEAST OF MILEPOST
 TH0156'75, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET NORTH OF
 TH0156'THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0307 ***********************************************************************
 SR0307  DESIGNATION -  E 65
 SR0307  PID         -  SR0307
 SR0307  STATE/COUNTY-  MT/FERGUS
 SR0307  USGS QUAD   -  REPPE BUTTE (1985)
 SR0307
 SR0307                         *CURRENT SURVEY CONTROL
 SR0307  ___________________________________________________________________
 SR0307* NAD 83(1986)-  47 42 30.     (N)    109 04 45.     (W)     SCALED    
 SR0307* NAVD 88     -       947.299  (meters)    3107.93   (feet)  ADJUSTED  
 SR0307  ___________________________________________________________________
 SR0307  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 SR0307  DYNAMIC HT  -         947.304 (meters)    3107.95  (feet)  COMP
 SR0307  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 SR0307
 SR0307  VERT ORDER  -  FIRST     CLASS II
 SR0307
 SR0307.The horizontal coordinates were scaled from a topographic map and have
 SR0307.an estimated accuracy of +/- 6 seconds.
 SR0307
 SR0307.The orthometric height was determined by differential leveling
 SR0307.and adjusted by the National Geodetic Survey in June 1991..
 SR0307
 SR0307.The geoid height was determined by GEOID03.
 SR0307
 SR0307.The dynamic height is computed by dividing the NAVD 88
 SR0307.geopotential number by the normal gravity value computed on the
 SR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0307.degrees latitude (g = 980.6199 gals.).
 SR0307
 SR0307.The modeled gravity was interpolated from observed gravity values.
 SR0307
 SR0307;                    North         East    Units  Estimated Accuracy
 SR0307;SPC MT       -   384,370.      631,560.      MT  (+/- 180 meters Scaled)
 SR0307
 SR0307                          SUPERSEDED SURVEY CONTROL
 SR0307
 SR0307  NGVD 29 (??/??/92)  946.518  (m)         3105.37   (f) ADJ UNCH    1 2
 SR0307
 SR0307.Superseded values are not recommended for survey control.
 SR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0307.See file dsdata.txt to determine how the superseded data were derived.
 SR0307
 SR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT440856(NAD 83)
 SR0307_MARKER: DB = BENCH MARK DISK
 SR0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0307_STAMPING: 3105.368 E 65 1933
 SR0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0307+STABILITY: SURFACE MOTION
 SR0307
 SR0307  HISTORY     - Date     Condition        Report By
 SR0307  HISTORY     - 1933     MONUMENTED       CGS
 SR0307  HISTORY     - 1934     GOOD             NGS
 SR0307  HISTORY     - 1979     GOOD             USGS
 SR0307
 SR0307                          STATION DESCRIPTION
 SR0307
 SR0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0307'23 MI NE FROM WINIFRED.
 SR0307'23 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM WINIFRED, FERGUS
 SR0307'COUNTY, 0.3 MILE SOUTH OF A LOG BARN AND A CURVE, 175 FEET WEST OF THE
 SR0307'CENTER OF A DRY WASH, AND 53 FEET EAST OF THE CENTERLINE OF THE
 SR0307'HIGHWAY.  A STANDARD DISK, STAMPED 3105.368 E 65 1933 AND SET IN THE
 SR0307'TOP OF A CONCRETE POST.
 SR0307
 SR0307                          STATION RECOVERY (1979)
 SR0307
 SR0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0307'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0307'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0307'0.5 MILE NORTH, 1.9 MILES EAST, 1.0 MILE NORTH, 3.95 MILES EAST, 1.0
 SR0307'MILE NORTH, 2.0 MILES EAST AND 8.0 MILES NORTH, NORTHEAST ALL ALONG A
 SR0307'GRAVELED ROAD TO CURVE EAST IN GRAVELED ROAD. CONTINUE EAST FOR 1.0
 SR0307'MILE TO END OF GRAVELED ROAD AT DRIVEWAY SOUTH. CONTINUE EAST FOR 2.0
 SR0307'MILES ON DIRT ROAD TO CURVE NORTHEAST IN DIRT ROAD. CONTINUE 0.5 MILE
 SR0307'NORTHEAST ALONG DIRT ROAD TO DIM TRACK ROAD EAST-SOUTHEAST. NEAR THE
 SR0307'SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6 T22N R21E. THE
 SR0307'BENCH MARK IS 950 FEET SOUTHWEST ALONG ROAD AND 350 FEET SOUTHEAST
 SR0307'NORMAL TO THE ROAD FROM DIRT ROAD AT DIM TRACK ROAD. A STANDARD DISK
 SR0307'STAMPED 3105.368 E 65 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0017 ***********************************************************************
 SR0017  DESIGNATION -  E 66
 SR0017  PID         -  SR0017
 SR0017  STATE/COUNTY-  MT/PHILLIPS
 SR0017  USGS QUAD   -  COBURN BUTTE (1971)
 SR0017
 SR0017                         *CURRENT SURVEY CONTROL
 SR0017  ___________________________________________________________________
 SR0017* NAD 83(1986)-  47 56 15.     (N)    108 21 06.     (W)     SCALED    
 SR0017* NAVD 88     -       944.207  (meters)    3097.79   (feet)  ADJUSTED  
 SR0017  ___________________________________________________________________
 SR0017  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 SR0017  DYNAMIC HT  -         944.225 (meters)    3097.84  (feet)  COMP
 SR0017  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 SR0017
 SR0017  VERT ORDER  -  FIRST     CLASS II
 SR0017
 SR0017.The horizontal coordinates were scaled from a topographic map and have
 SR0017.an estimated accuracy of +/- 6 seconds.
 SR0017
 SR0017.The orthometric height was determined by differential leveling
 SR0017.and adjusted by the National Geodetic Survey in June 1991..
 SR0017
 SR0017.The geoid height was determined by GEOID03.
 SR0017
 SR0017.The dynamic height is computed by dividing the NAVD 88
 SR0017.geopotential number by the normal gravity value computed on the
 SR0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0017.degrees latitude (g = 980.6199 gals.).
 SR0017
 SR0017.The modeled gravity was interpolated from observed gravity values.
 SR0017
 SR0017;                    North         East    Units  Estimated Accuracy
 SR0017;SPC MT       -   410,380.      685,750.      MT  (+/- 180 meters Scaled)
 SR0017
 SR0017                          SUPERSEDED SURVEY CONTROL
 SR0017
 SR0017  NGVD 29 (??/??/92)  943.423  (m)         3095.21   (f) ADJ UNCH    1 2
 SR0017
 SR0017.Superseded values are not recommended for survey control.
 SR0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0017.See file dsdata.txt to determine how the superseded data were derived.
 SR0017
 SR0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU977127(NAD 83)
 SR0017_MARKER: DB = BENCH MARK DISK
 SR0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0017_STAMPING: 3095.214 E-66 1933
 SR0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0017+STABILITY: SURFACE MOTION
 SR0017
 SR0017  HISTORY     - Date     Condition        Report By
 SR0017  HISTORY     - 1933     MONUMENTED       CGS
 SR0017  HISTORY     - 1971     GOOD             USGS
 SR0017  HISTORY     - 1980     MARK NOT FOUND   NGS
 SR0017
 SR0017                          STATION DESCRIPTION
 SR0017
 SR0017'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SR0017'10.2 MI E FROM ZORTMAN.
 SR0017'ZORTMAN, 8.5 MI. EAST OF, ALONG GRADED ROAD, THENCE 1.7 MI. NE. ALONG
 SR0017'U.S. HWY. 191, THENCE 0.2 MI. NW. ALONG A TRACK RD., THENCE 146 FT SW.
 SR0017'ALONG OLD HWY. SCAR AND 50 FT. NORTH, A STANDARD TABLET SET IN THE TOP
 SR0017'OF A CONCRETE POST, STAMPED E-66 1933.
 SR0017
 SR0017                          STATION RECOVERY (1980)
 SR0017
 SR0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0017'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0284 ***********************************************************************
 QY0284  DESIGNATION -  E 67
 QY0284  PID         -  QY0284
 QY0284  STATE/COUNTY-  MT/BEAVERHEAD
 QY0284  USGS QUAD   -  FOX GULCH (1988)
 QY0284
 QY0284                         *CURRENT SURVEY CONTROL
 QY0284  ___________________________________________________________________
 QY0284* NAD 83(1986)-  45 28 12.     (N)    113 27 32.     (W)     SCALED    
 QY0284* NAVD 88     -      1918.312  (meters)    6293.66   (feet)  ADJUSTED  
 QY0284  ___________________________________________________________________
 QY0284  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 QY0284  DYNAMIC HT  -        1917.340 (meters)    6290.47  (feet)  COMP
 QY0284  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 QY0284
 QY0284  VERT ORDER  -  SECOND    CLASS 0
 QY0284
 QY0284.The horizontal coordinates were scaled from a topographic map and have
 QY0284.an estimated accuracy of +/- 6 seconds.
 QY0284
 QY0284.The orthometric height was determined by differential leveling
 QY0284.and adjusted by the National Geodetic Survey in June 1991..
 QY0284
 QY0284.The geoid height was determined by GEOID03.
 QY0284
 QY0284.The dynamic height is computed by dividing the NAVD 88
 QY0284.geopotential number by the normal gravity value computed on the
 QY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0284.degrees latitude (g = 980.6199 gals.).
 QY0284
 QY0284.The modeled gravity was interpolated from observed gravity values.
 QY0284
 QY0284;                    North         East    Units  Estimated Accuracy
 QY0284;SPC MT       -   143,410.      290,630.      MT  (+/- 180 meters Scaled)
 QY0284
 QY0284                          SUPERSEDED SURVEY CONTROL
 QY0284
 QY0284  NGVD 29 (??/??/92) 1916.969  (m)         6289.26   (f) ADJ UNCH    2 0
 QY0284
 QY0284.Superseded values are not recommended for survey control.
 QY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0284.See file dsdata.txt to determine how the superseded data were derived.
 QY0284
 QY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR077381(NAD 83)
 QY0284_MARKER: DB = BENCH MARK DISK
 QY0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0284_STAMPING: E 67 1934
 QY0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0284+STABILITY: SURFACE MOTION
 QY0284
 QY0284  HISTORY     - Date     Condition        Report By
 QY0284  HISTORY     - 1934     MONUMENTED       CGS
 QY0284  HISTORY     - 1974     GOOD             USGS
 QY0284
 QY0284                          STATION DESCRIPTION
 QY0284
 QY0284'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QY0284'7.1 MI N FROM JACKSON.
 QY0284'7.1 MI. NORTH ALONG STATE HWY. 278 FROM SCHOOL HOUSE AT JACKSON,
 QY0284'MONTANA, STANDARD DISK SET IN CONCRETE POST FLUSH WITH GROUND, STAMPED
 QY0284'E 67 1934.  MARK IS AS DESCRIBED IN 1960, BUT 4 FEET EAST OF NORTHWEST
 QY0284'CORNER OF ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0446 ***********************************************************************
 RX0446  DESIGNATION -  E 69
 RX0446  PID         -  RX0446
 RX0446  STATE/COUNTY-  MT/DEER LODGE
 RX0446  USGS QUAD   -  ANACONDA SOUTH (1996)
 RX0446
 RX0446                         *CURRENT SURVEY CONTROL
 RX0446  ___________________________________________________________________
 RX0446* NAD 83(1986)-  46 06 19.     (N)    112 53 00.     (W)     SCALED    
 RX0446* NAVD 88     -      1581.523  (meters)    5188.71   (feet)  ADJUSTED  
 RX0446  ___________________________________________________________________
 RX0446  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 RX0446  DYNAMIC HT  -        1580.941 (meters)    5186.80  (feet)  COMP
 RX0446  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 RX0446
 RX0446  VERT ORDER  -  SECOND    CLASS 0
 RX0446
 RX0446.The horizontal coordinates were scaled from a topographic map and have
 RX0446.an estimated accuracy of +/- 6 seconds.
 RX0446
 RX0446.The orthometric height was determined by differential leveling
 RX0446.and adjusted by the National Geodetic Survey in June 1991..
 RX0446
 RX0446.The geoid height was determined by GEOID03.
 RX0446
 RX0446.The dynamic height is computed by dividing the NAVD 88
 RX0446.geopotential number by the normal gravity value computed on the
 RX0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0446.degrees latitude (g = 980.6199 gals.).
 RX0446
 RX0446.The modeled gravity was interpolated from observed gravity values.
 RX0446
 RX0446;                    North         East    Units  Estimated Accuracy
 RX0446;SPC MT       -   211,820.      338,620.      MT  (+/- 180 meters Scaled)
 RX0446
 RX0446                          SUPERSEDED SURVEY CONTROL
 RX0446
 RX0446  NGVD 29 (??/??/92) 1580.339  (m)         5184.83   (f) ADJ UNCH    2 0
 RX0446
 RX0446.Superseded values are not recommended for survey control.
 RX0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0446.See file dsdata.txt to determine how the superseded data were derived.
 RX0446
 RX0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS544074(NAD 83)
 RX0446_MARKER: DD = SURVEY DISK
 RX0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0446+STABILITY: SURFACE MOTION
 RX0446
 RX0446  HISTORY     - Date     Condition        Report By
 RX0446  HISTORY     - UNK      MONUMENTED       USGS
 RX0446  HISTORY     - 1958     GOOD             NGS
 RX0446  HISTORY     - 19871104 GOOD             USPSQD
 RX0446
 RX0446                          STATION DESCRIPTION
 RX0446
 RX0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RX0446'4.6 MI SE FROM ANACONDA.
 RX0446'4.6 MILES SOUTHEAST ALONG THE BUTTE, ANACONDA AND PACIFIC RAILWAY FROM
 RX0446'THE POST OFFICE AT ANACONDA, DEER LODGE COUNTY, 1780 FEET EAST OF THE
 RX0446'MILEPOST 22, 115 FT. EAST OF MILL CREEK ROAD, AND 55 FEET SOUTHWEST OF
 RX0446'CENTERLINE OF TRACK.  A STANDARD DISK, STAMPED E 69 1934 AND SET IN
 RX0446'THE TOP OF A CONCRETE POST.
 RX0446
 RX0446                          STATION RECOVERY (1987)
 RX0446
 RX0446'RECOVERY NOTE BY US POWER SQUADRON 1987 (CR)
 RX0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0031 ***********************************************************************
 QW0031  DESIGNATION -  E 7
 QW0031  PID         -  QW0031
 QW0031  STATE/COUNTY-  MT/YELLOWSTONE
 QW0031  USGS QUAD   -  WORDEN (1967)
 QW0031
 QW0031                         *CURRENT SURVEY CONTROL
 QW0031  ___________________________________________________________________
 QW0031* NAD 83(1986)-  45 56 27.     (N)    108 09 55.     (W)     SCALED    
 QW0031* NAVD 88     -       910.096  (meters)    2985.87   (feet)  POSTED    
 QW0031  ___________________________________________________________________
 QW0031  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 QW0031  DYNAMIC HT  -         909.930 (meters)    2985.33  (feet)  COMP
 QW0031  MODELED GRAV-     980,400.6   (mgal)                       NAVD 88
 QW0031
 QW0031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QW0031
 QW0031.The horizontal coordinates were scaled from a topographic map and have
 QW0031.an estimated accuracy of +/- 6 seconds.
 QW0031
 QW0031.The orthometric height was determined by differential leveling
 QW0031.and adjusted by the National Geodetic Survey in 1992..
 QW0031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QW0031.rate of 0.0 thru 1.0 mm/km.
 QW0031
 QW0031.The geoid height was determined by GEOID03.
 QW0031
 QW0031.The dynamic height is computed by dividing the NAVD 88
 QW0031.geopotential number by the normal gravity value computed on the
 QW0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0031.degrees latitude (g = 980.6199 gals.).
 QW0031
 QW0031.The modeled gravity was interpolated from observed gravity values.
 QW0031
 QW0031;                    North         East    Units  Estimated Accuracy
 QW0031;SPC MT       -   188,790.      703,450.      MT  (+/- 180 meters Scaled)
 QW0031
 QW0031                          SUPERSEDED SURVEY CONTROL
 QW0031
 QW0031.No superseded survey control is available for this station.
 QW0031
 QW0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR197913(NAD 83)
 QW0031_MARKER: Q = CHISELED SQUARE
 QW0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0031_SP_SET: ABUTMENT
 QW0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0031
 QW0031  HISTORY     - Date     Condition        Report By
 QW0031  HISTORY     - UNK      MONUMENTED       CGS
 QW0031  HISTORY     - 1957     MARK NOT FOUND   NGS
 QW0031
 QW0031                          STATION DESCRIPTION
 QW0031
 QW0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0031'1.0 MI W FROM BALLANTINE.
 QW0031'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 QW0031'THE STATION AT BALLANTINE, AT RAILROAD BRIDGE 821.19, AT THE NORTH END
 QW0031'OF THE EAST ABUTMENT, ON THE HORIZONTAL SURFACE OF THE CONCRETE
 QW0031'COPING, 8 INCHES FROM THE WEST FACE, AND 2 FEET FROM THE NORTH FACE.
 QW0031'THE SURFACE WITHIN AN OUTLINED SQUARE MARKED U.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0398 ***********************************************************************
 SR0398  DESIGNATION -  E 7 O
 SR0398  PID         -  SR0398
 SR0398  STATE/COUNTY-  MT/FERGUS
 SR0398  USGS QUAD   -  HILGER (1985)
 SR0398
 SR0398                         *CURRENT SURVEY CONTROL
 SR0398  ___________________________________________________________________
 SR0398* NAD 83(1986)-  47 20 06.     (N)    109 22 07.     (W)     SCALED    
 SR0398* NAVD 88     -      1161.443  (meters)    3810.50   (feet)  ADJUSTED  
 SR0398  ___________________________________________________________________
 SR0398  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 SR0398  DYNAMIC HT  -        1161.350 (meters)    3810.20  (feet)  COMP
 SR0398  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 SR0398
 SR0398  VERT ORDER  -  FIRST     CLASS II
 SR0398
 SR0398.The horizontal coordinates were scaled from a topographic map and have
 SR0398.an estimated accuracy of +/- 6 seconds.
 SR0398
 SR0398.The orthometric height was determined by differential leveling
 SR0398.and adjusted by the National Geodetic Survey in June 1991..
 SR0398
 SR0398.The geoid height was determined by GEOID03.
 SR0398
 SR0398.The dynamic height is computed by dividing the NAVD 88
 SR0398.geopotential number by the normal gravity value computed on the
 SR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0398.degrees latitude (g = 980.6199 gals.).
 SR0398
 SR0398.The modeled gravity was interpolated from observed gravity values.
 SR0398
 SR0398;                    North         East    Units  Estimated Accuracy
 SR0398;SPC MT       -   342,810.      609,920.      MT  (+/- 180 meters Scaled)
 SR0398
 SR0398                          SUPERSEDED SURVEY CONTROL
 SR0398
 SR0398  NGVD 29 (??/??/92) 1160.595  (m)         3807.72   (f) ADJ UNCH    1 2
 SR0398
 SR0398.Superseded values are not recommended for survey control.
 SR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0398.See file dsdata.txt to determine how the superseded data were derived.
 SR0398
 SR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT232436(NAD 83)
 SR0398_MARKER: DS = TRIANGULATION STATION DISK
 SR0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0398_STAMPING: E 7 O 1961
 SR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0398+STABILITY: SURFACE MOTION
 SR0398
 SR0398  HISTORY     - Date     Condition        Report By
 SR0398  HISTORY     - 1961     MONUMENTED       CGS
 SR0398
 SR0398                          STATION DESCRIPTION
 SR0398
 SR0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0398'1.35 MI SW FROM MOULTON.
 SR0398'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 236 FROM A GRAIN ELEVATOR AT
 SR0398'MOULTON, THENCE 0.3 MILE SOUTHWEST ALONG A DIM TRAIL ROAD TO A GATE IN
 SR0398'AN EAST-WEST FENCE, THENCE 0.35 MILE SOUTHWEST ACROSS A PASTURE TO A
 SR0398'NORTH-SOUTH FENCE, IN SECTION 18, T 18 N, R 18 E, 0.2 MILE NORTH OF A
 SR0398'SMALL STOCK POND, 79 FEET NORTH OF A FENCE CORNER, 36.8 FEET SOUTH OF
 SR0398'E 7 O R.M. 1, 33.4 FEET NORTH OF E 7 O R.M. 2, 5 1/2 FEET EAST OF A
 SR0398'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0397 ***********************************************************************
 SR0397  DESIGNATION -  E 7 O RM 1
 SR0397  PID         -  SR0397
 SR0397  STATE/COUNTY-  MT/FERGUS
 SR0397  USGS QUAD   -  HILGER (1985)
 SR0397
 SR0397                         *CURRENT SURVEY CONTROL
 SR0397  ___________________________________________________________________
 SR0397* NAD 83(1986)-  47 20 06.     (N)    109 22 07.     (W)     SCALED    
 SR0397* NAVD 88     -      1161.287  (meters)    3809.99   (feet)  ADJUSTED  
 SR0397  ___________________________________________________________________
 SR0397  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 SR0397  DYNAMIC HT  -        1161.194 (meters)    3809.68  (feet)  COMP
 SR0397  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 SR0397
 SR0397  VERT ORDER  -  FIRST     CLASS II
 SR0397
 SR0397.The horizontal coordinates were scaled from a topographic map and have
 SR0397.an estimated accuracy of +/- 6 seconds.
 SR0397
 SR0397.The orthometric height was determined by differential leveling
 SR0397.and adjusted by the National Geodetic Survey in June 1991..
 SR0397
 SR0397.The geoid height was determined by GEOID03.
 SR0397
 SR0397.The dynamic height is computed by dividing the NAVD 88
 SR0397.geopotential number by the normal gravity value computed on the
 SR0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0397.degrees latitude (g = 980.6199 gals.).
 SR0397
 SR0397.The modeled gravity was interpolated from observed gravity values.
 SR0397
 SR0397;                    North         East    Units  Estimated Accuracy
 SR0397;SPC MT       -   342,810.      609,920.      MT  (+/- 180 meters Scaled)
 SR0397
 SR0397                          SUPERSEDED SURVEY CONTROL
 SR0397
 SR0397  NGVD 29 (??/??/92) 1160.439  (m)         3807.21   (f) ADJ UNCH    1 2
 SR0397
 SR0397.Superseded values are not recommended for survey control.
 SR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0397.See file dsdata.txt to determine how the superseded data were derived.
 SR0397
 SR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT232436(NAD 83)
 SR0397_MARKER: DR = REFERENCE MARK DISK
 SR0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0397_STAMPING: E 7 O NO 1 1961
 SR0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0397+STABILITY: SURFACE MOTION
 SR0397
 SR0397  HISTORY     - Date     Condition        Report By
 SR0397  HISTORY     - 1961     MONUMENTED       CGS
 SR0397
 SR0397                          STATION DESCRIPTION
 SR0397
 SR0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0397'1.35 MI SW FROM MOULTON.
 SR0397'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 236 FROM A GRAIN ELEVATOR AT
 SR0397'MOULTON, THENCE 0.3 MILE SOUTHWEST ALONG A DIM TRAIL ROAD TO A GATE IN
 SR0397'AN EAST-WEST FENCE, THENCE 0.35 MILE SOUTHWEST ACROSS A PASTURE TO A
 SR0397'NORTH-SOUTH FENCE, IN SECTION 18, T 18 N, R 18 E, 0.2 MILE NORTH OF A
 SR0397'SMALL STOCK POND, 115 FEET NORTH OF A FENCE CORNER, 36.8 FEET NORTH OF
 SR0397'E 7 O 1961, 4 1/2 FEET EAST OF A FENCE, AND SET IN THE TOP OF A
 SR0397'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0399 ***********************************************************************
 SR0399  DESIGNATION -  E 7 O RM 2
 SR0399  PID         -  SR0399
 SR0399  STATE/COUNTY-  MT/FERGUS
 SR0399  USGS QUAD   -  HILGER (1985)
 SR0399
 SR0399                         *CURRENT SURVEY CONTROL
 SR0399  ___________________________________________________________________
 SR0399* NAD 83(1986)-  47 20 05.     (N)    109 22 07.     (W)     SCALED    
 SR0399* NAVD 88     -      1161.332  (meters)    3810.14   (feet)  ADJUSTED  
 SR0399  ___________________________________________________________________
 SR0399  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 SR0399  DYNAMIC HT  -        1161.240 (meters)    3809.83  (feet)  COMP
 SR0399  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 SR0399
 SR0399  VERT ORDER  -  FIRST     CLASS II
 SR0399
 SR0399.The horizontal coordinates were scaled from a topographic map and have
 SR0399.an estimated accuracy of +/- 6 seconds.
 SR0399
 SR0399.The orthometric height was determined by differential leveling
 SR0399.and adjusted by the National Geodetic Survey in June 1991..
 SR0399
 SR0399.The geoid height was determined by GEOID03.
 SR0399
 SR0399.The dynamic height is computed by dividing the NAVD 88
 SR0399.geopotential number by the normal gravity value computed on the
 SR0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0399.degrees latitude (g = 980.6199 gals.).
 SR0399
 SR0399.The modeled gravity was interpolated from observed gravity values.
 SR0399
 SR0399;                    North         East    Units  Estimated Accuracy
 SR0399;SPC MT       -   342,780.      609,920.      MT  (+/- 180 meters Scaled)
 SR0399
 SR0399                          SUPERSEDED SURVEY CONTROL
 SR0399
 SR0399  NGVD 29 (??/??/92) 1160.484  (m)         3807.35   (f) ADJ UNCH    1 2
 SR0399
 SR0399.Superseded values are not recommended for survey control.
 SR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0399.See file dsdata.txt to determine how the superseded data were derived.
 SR0399
 SR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT232436(NAD 83)
 SR0399_MARKER: DR = REFERENCE MARK DISK
 SR0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0399_STAMPING: E 7 O NO 2 1961
 SR0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0399+STABILITY: SURFACE MOTION
 SR0399
 SR0399  HISTORY     - Date     Condition        Report By
 SR0399  HISTORY     - 1961     MONUMENTED       CGS
 SR0399
 SR0399                          STATION DESCRIPTION
 SR0399
 SR0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0399'1.35 MI SW FROM MOULTON.
 SR0399'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 236 FROM A GRAIN ELEVATOR AT
 SR0399'MOULTON, THENCE 0.3 MILE SOUTHWEST ALONG A DIM TRAIL ROAD TO A GATE IN
 SR0399'AN EAST-WEST FENCE, THENCE 0.35 MILE SOUTHWEST ACROSS A PASTURE TO A
 SR0399'NORTH-SOUTH FENCE, IN SECTION 18, T 18 N, R 18 E, 0.2 MILE NORTH OF A
 SR0399'SMALL STOCK POND, 46 FEET NORTH OF A FENCE CORNER, 33.4 FEET SOUTH OF
 SR0399'E 7 O 1961, 3 1/2 FEET EAST OF A FENCE, AND SET IN THE TOP OF A
 SR0399'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0401 ***********************************************************************
 SR0401  DESIGNATION -  E 7 P
 SR0401  PID         -  SR0401
 SR0401  STATE/COUNTY-  MT/FERGUS
 SR0401  USGS QUAD   -  HILGER (1985)
 SR0401
 SR0401                         *CURRENT SURVEY CONTROL
 SR0401  ___________________________________________________________________
 SR0401* NAD 83(1986)-  47 19 53.     (N)    109 21 38.     (W)     SCALED    
 SR0401* NAVD 88     -      1159.084  (meters)    3802.76   (feet)  ADJUSTED  
 SR0401  ___________________________________________________________________
 SR0401  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 SR0401  DYNAMIC HT  -        1158.990 (meters)    3802.45  (feet)  COMP
 SR0401  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 SR0401
 SR0401  VERT ORDER  -  FIRST     CLASS II
 SR0401
 SR0401.The horizontal coordinates were scaled from a topographic map and have
 SR0401.an estimated accuracy of +/- 6 seconds.
 SR0401
 SR0401.The orthometric height was determined by differential leveling
 SR0401.and adjusted by the National Geodetic Survey in June 1991..
 SR0401
 SR0401.The geoid height was determined by GEOID03.
 SR0401
 SR0401.The dynamic height is computed by dividing the NAVD 88
 SR0401.geopotential number by the normal gravity value computed on the
 SR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0401.degrees latitude (g = 980.6199 gals.).
 SR0401
 SR0401.The modeled gravity was interpolated from observed gravity values.
 SR0401
 SR0401;                    North         East    Units  Estimated Accuracy
 SR0401;SPC MT       -   342,410.      610,530.      MT  (+/- 180 meters Scaled)
 SR0401
 SR0401                          SUPERSEDED SURVEY CONTROL
 SR0401
 SR0401  NGVD 29 (??/??/92) 1158.235  (m)         3799.98   (f) ADJ UNCH    1 2
 SR0401
 SR0401.Superseded values are not recommended for survey control.
 SR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0401.See file dsdata.txt to determine how the superseded data were derived.
 SR0401
 SR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT238432(NAD 83)
 SR0401_MARKER: DS = TRIANGULATION STATION DISK
 SR0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0401_STAMPING: E 7 P 1961
 SR0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0401+STABILITY: SURFACE MOTION
 SR0401
 SR0401  HISTORY     - Date     Condition        Report By
 SR0401  HISTORY     - 1961     MONUMENTED       CGS
 SR0401
 SR0401                          STATION DESCRIPTION
 SR0401
 SR0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0401'1.3 MI S FROM MOULTON.
 SR0401'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 236 FROM THE GRAIN ELEVATOR
 SR0401'AT MOULTON, IN SECTION 13, T 18 N, R 18 E, 0.2 MILE SOUTH OF A POWER
 SR0401'LINE CROSSING OVER THE HIGHWAY, 76 FEET WEST OF THE CENTER LINE OF THE
 SR0401'HIGHWAY, 94 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 SR0401'WEST, 29 FEET SOUTH OF A TELEPHONE POLE, 32.6 FEET NORTH OF E 7 P R.M.
 SR0401'2, 24.6 FEET SOUTH OF E 7 P R.M. 1, 5 FEET EAST OF A FENCE, 5.0 FEET
 SR0401'EAST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE
 SR0401'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0400 ***********************************************************************
 SR0400  DESIGNATION -  E 7 P RM 1
 SR0400  PID         -  SR0400
 SR0400  STATE/COUNTY-  MT/FERGUS
 SR0400  USGS QUAD   -  HILGER (1985)
 SR0400
 SR0400                         *CURRENT SURVEY CONTROL
 SR0400  ___________________________________________________________________
 SR0400* NAD 83(1986)-  47 19 54.     (N)    109 21 38.     (W)     SCALED    
 SR0400* NAVD 88     -      1158.934  (meters)    3802.27   (feet)  ADJUSTED  
 SR0400  ___________________________________________________________________
 SR0400  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 SR0400  DYNAMIC HT  -        1158.841 (meters)    3801.96  (feet)  COMP
 SR0400  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 SR0400
 SR0400  VERT ORDER  -  FIRST     CLASS II
 SR0400
 SR0400.The horizontal coordinates were scaled from a topographic map and have
 SR0400.an estimated accuracy of +/- 6 seconds.
 SR0400
 SR0400.The orthometric height was determined by differential leveling
 SR0400.and adjusted by the National Geodetic Survey in June 1991..
 SR0400
 SR0400.The geoid height was determined by GEOID03.
 SR0400
 SR0400.The dynamic height is computed by dividing the NAVD 88
 SR0400.geopotential number by the normal gravity value computed on the
 SR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0400.degrees latitude (g = 980.6199 gals.).
 SR0400
 SR0400.The modeled gravity was interpolated from observed gravity values.
 SR0400
 SR0400;                    North         East    Units  Estimated Accuracy
 SR0400;SPC MT       -   342,440.      610,530.      MT  (+/- 180 meters Scaled)
 SR0400
 SR0400                          SUPERSEDED SURVEY CONTROL
 SR0400
 SR0400  NGVD 29 (??/??/92) 1158.085  (m)         3799.48   (f) ADJ UNCH    1 2
 SR0400
 SR0400.Superseded values are not recommended for survey control.
 SR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0400.See file dsdata.txt to determine how the superseded data were derived.
 SR0400
 SR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT238433(NAD 83)
 SR0400_MARKER: DR = REFERENCE MARK DISK
 SR0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0400_STAMPING: E 7 P NO 1 1961
 SR0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0400+STABILITY: SURFACE MOTION
 SR0400
 SR0400  HISTORY     - Date     Condition        Report By
 SR0400  HISTORY     - 1961     MONUMENTED       CGS
 SR0400
 SR0400                          STATION DESCRIPTION
 SR0400
 SR0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0400'1.3 MI S FROM MOULTON.
 SR0400'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 236 FROM THE GRAIN ELEVATOR
 SR0400'AT MOULTON, IN SECTION 13, T 18 N, R 18 E, 0.2 MILE SOUTH OF A POWER
 SR0400'LINE CROSSING OVER THE HIGHWAY, 118 FEET NORTH OF THE CENTER LINE OF A
 SR0400'TRACK ROAD LEADING WEST, 80 FEET WEST OF THE CENTER LINE OF THE
 SR0400'HIGHWAY, 12 FEET WEST OF A BRACED TELEPHONE POLE, 1 FOOT EAST OF A
 SR0400'FENCE, 24.6 FEET NORTH OF E 7 P 1961, ABOUT 8 FEET ABOVE THE LEVEL OF
 SR0400'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SR0400'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0402 ***********************************************************************
 SR0402  DESIGNATION -  E 7 P RM 2
 SR0402  PID         -  SR0402
 SR0402  STATE/COUNTY-  MT/FERGUS
 SR0402  USGS QUAD   -  HILGER (1985)
 SR0402
 SR0402                         *CURRENT SURVEY CONTROL
 SR0402  ___________________________________________________________________
 SR0402* NAD 83(1986)-  47 19 53.     (N)    109 21 38.     (W)     SCALED    
 SR0402* NAVD 88     -      1159.245  (meters)    3803.29   (feet)  ADJUSTED  
 SR0402  ___________________________________________________________________
 SR0402  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 SR0402  DYNAMIC HT  -        1159.152 (meters)    3802.98  (feet)  COMP
 SR0402  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 SR0402
 SR0402  VERT ORDER  -  FIRST     CLASS II
 SR0402
 SR0402.The horizontal coordinates were scaled from a topographic map and have
 SR0402.an estimated accuracy of +/- 6 seconds.
 SR0402
 SR0402.The orthometric height was determined by differential leveling
 SR0402.and adjusted by the National Geodetic Survey in June 1991..
 SR0402
 SR0402.The geoid height was determined by GEOID03.
 SR0402
 SR0402.The dynamic height is computed by dividing the NAVD 88
 SR0402.geopotential number by the normal gravity value computed on the
 SR0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0402.degrees latitude (g = 980.6199 gals.).
 SR0402
 SR0402.The modeled gravity was interpolated from observed gravity values.
 SR0402
 SR0402;                    North         East    Units  Estimated Accuracy
 SR0402;SPC MT       -   342,410.      610,530.      MT  (+/- 180 meters Scaled)
 SR0402
 SR0402                          SUPERSEDED SURVEY CONTROL
 SR0402
 SR0402  NGVD 29 (??/??/92) 1158.396  (m)         3800.50   (f) ADJ UNCH    1 2
 SR0402
 SR0402.Superseded values are not recommended for survey control.
 SR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0402.See file dsdata.txt to determine how the superseded data were derived.
 SR0402
 SR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT238432(NAD 83)
 SR0402_MARKER: DR = REFERENCE MARK DISK
 SR0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0402_STAMPING: E 7 P NO 2 1961
 SR0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0402+STABILITY: SURFACE MOTION
 SR0402
 SR0402  HISTORY     - Date     Condition        Report By
 SR0402  HISTORY     - 1961     MONUMENTED       CGS
 SR0402
 SR0402                          STATION DESCRIPTION
 SR0402
 SR0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0402'1.3 MI S FROM MOULTON.
 SR0402'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 236 FROM THE GRAIN ELEVATOR
 SR0402'AT MOULTON, IN SECTION 13, T 18 N, R 18 E, 0.2 MILE SOUTH OF A POWER
 SR0402'LINE CROSSING OVER THE ROAD, 81 FEET WEST OF THE CENTER LINE OF THE
 SR0402'HIGHWAY, 62 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 SR0402'WEST, 32.6 FEET SOUTH OF E 7 P 1961, 1 1/2 FEET EAST OF A FENCE, ABOUT
 SR0402'8 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SR0402'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0268 ***********************************************************************
 QY0268  DESIGNATION -  E 70
 QY0268  PID         -  QY0268
 QY0268  STATE/COUNTY-  MT/BEAVERHEAD
 QY0268  USGS QUAD   -  MUD LAKE (1994)
 QY0268
 QY0268                         *CURRENT SURVEY CONTROL
 QY0268  ___________________________________________________________________
 QY0268* NAD 83(1986)-  45 42 18.     (N)    113 25 12.     (W)     SCALED    
 QY0268* NAVD 88     -      1827.377  (meters)    5995.32   (feet)  ADJUSTED  
 QY0268  ___________________________________________________________________
 QY0268  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 QY0268  DYNAMIC HT  -        1826.532 (meters)    5992.55  (feet)  COMP
 QY0268  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 QY0268
 QY0268  VERT ORDER  -  SECOND    CLASS 0
 QY0268
 QY0268.The horizontal coordinates were scaled from a topographic map and have
 QY0268.an estimated accuracy of +/- 6 seconds.
 QY0268
 QY0268.The orthometric height was determined by differential leveling
 QY0268.and adjusted by the National Geodetic Survey in June 1991..
 QY0268
 QY0268.The geoid height was determined by GEOID03.
 QY0268
 QY0268.The dynamic height is computed by dividing the NAVD 88
 QY0268.geopotential number by the normal gravity value computed on the
 QY0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0268.degrees latitude (g = 980.6199 gals.).
 QY0268
 QY0268.The modeled gravity was interpolated from observed gravity values.
 QY0268
 QY0268;                    North         East    Units  Estimated Accuracy
 QY0268;SPC MT       -   169,340.      294,970.      MT  (+/- 180 meters Scaled)
 QY0268
 QY0268                          SUPERSEDED SURVEY CONTROL
 QY0268
 QY0268  NGVD 29 (??/??/92) 1826.086  (m)         5991.08   (f) ADJ UNCH    2 0
 QY0268
 QY0268.Superseded values are not recommended for survey control.
 QY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0268.See file dsdata.txt to determine how the superseded data were derived.
 QY0268
 QY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR116641(NAD 83)
 QY0268_MARKER: DB = BENCH MARK DISK
 QY0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0268_STAMPING: E 70 1934
 QY0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0268+STABILITY: SURFACE MOTION
 QY0268
 QY0268  HISTORY     - Date     Condition        Report By
 QY0268  HISTORY     - 1934     MONUMENTED       CGS
 QY0268  HISTORY     - 1960     GOOD             USGS
 QY0268  HISTORY     - 1978     POOR             USGS
 QY0268
 QY0268                          STATION DESCRIPTION
 QY0268
 QY0268'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0268'6.7 MI N FROM WISDOM.
 QY0268'6.7 MILES NORTH ALONG STATE HIGHWAY 274 FROM THE PUBLIC SCHOOL AT
 QY0268'WISDOM, BEAVERHEAD COUNTY, 172 FEET SOUTHEAST OF THE CENTERLINE OF A
 QY0268'ROAD LEADING TO THE RANCHHOUSE, 30.5 FEET NORTHWEST OF THE CENTERLINE
 QY0268'OF THE NEW STATE HIGHWAY 274.  A STANDARD DISK STAMPED E 70 1934 AND
 QY0268'SET IN THE TOP OF A CONCRETE POST.
 QY0268
 QY0268                          STATION RECOVERY (1978)
 QY0268
 QY0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 QY0268'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0392 ***********************************************************************
 QY0392  DESIGNATION -  E 71
 QY0392  PID         -  QY0392
 QY0392  STATE/COUNTY-  MT/RAVALLI
 QY0392  USGS QUAD   -  LOST TRAIL PASS (1994)
 QY0392
 QY0392                         *CURRENT SURVEY CONTROL
 QY0392  ___________________________________________________________________
 QY0392* NAD 83(1986)-  45 44 49.     (N)    113 54 52.     (W)     SCALED    
 QY0392* NAVD 88     -      2120.104  (meters)    6955.71   (feet)  ADJUSTED  
 QY0392  ___________________________________________________________________
 QY0392  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 QY0392  DYNAMIC HT  -        2119.141 (meters)    6952.55  (feet)  COMP
 QY0392  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 QY0392
 QY0392  VERT ORDER  -  FIRST     CLASS II
 QY0392
 QY0392.The horizontal coordinates were scaled from a topographic map and have
 QY0392.an estimated accuracy of +/- 6 seconds.
 QY0392
 QY0392.The orthometric height was determined by differential leveling
 QY0392.and adjusted by the National Geodetic Survey in June 1991..
 QY0392
 QY0392.The geoid height was determined by GEOID03.
 QY0392
 QY0392.The dynamic height is computed by dividing the NAVD 88
 QY0392.geopotential number by the normal gravity value computed on the
 QY0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0392.degrees latitude (g = 980.6199 gals.).
 QY0392
 QY0392.The modeled gravity was interpolated from observed gravity values.
 QY0392
 QY0392;                    North         East    Units  Estimated Accuracy
 QY0392;SPC MT       -   176,040.      256,800.      MT  (+/- 180 meters Scaled)
 QY0392
 QY0392                          SUPERSEDED SURVEY CONTROL
 QY0392
 QY0392  NGVD 29 (??/??/92) 2118.795  (m)         6951.41   (f) ADJ UNCH    1 2
 QY0392
 QY0392.Superseded values are not recommended for survey control.
 QY0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0392.See file dsdata.txt to determine how the superseded data were derived.
 QY0392
 QY0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR733700(NAD 83)
 QY0392_MARKER: DB = BENCH MARK DISK
 QY0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0392_STAMPING: 6951.508 E 71 1934
 QY0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0392+STABILITY: SURFACE MOTION
 QY0392
 QY0392  HISTORY     - Date     Condition        Report By
 QY0392  HISTORY     - 1934     MONUMENTED       CGS
 QY0392  HISTORY     - 1935     GOOD             NGS
 QY0392  HISTORY     - 1966     MARK NOT FOUND   USGS
 QY0392
 QY0392                          STATION DESCRIPTION
 QY0392
 QY0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QY0392'10.6 MI S FROM SULA.
 QY0392'10.6 MILES SOUTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 93 FROM THE OLD
 QY0392'POST OFFICE AT SULA, 0.8 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 QY0392'36, AT THE CONTINENTAL DIVIDE, 12 FEET SOUTH OF THE SOUTH PILLAR OF
 QY0392'THE ARCHWAY OVER THE HIGHWAY, AND 33 FEET SOUTH OF THE CENTERLINE OF
 QY0392'THE HIGHWAY.  A STANDARD DISK, STAMPED 6951.508 E 71 1934 AND SET IN
 QY0392'THE TOP OF A CONCRETE POST.
 QY0392
 QY0392                          STATION RECOVERY (1966)
 QY0392
 QY0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0047 ***********************************************************************
 RY0047  DESIGNATION -  E 73
 RY0047  PID         -  RY0047
 RY0047  STATE/COUNTY-  MT/MISSOULA
 RY0047  USGS QUAD   -  FLORENCE (1967)
 RY0047
 RY0047                         *CURRENT SURVEY CONTROL
 RY0047  ___________________________________________________________________
 RY0047* NAD 83(1986)-  46 44 41.     (N)    114 04 46.     (W)     SCALED    
 RY0047* NAVD 88     -       969.849  (meters)    3181.91   (feet)  ADJUSTED  
 RY0047  ___________________________________________________________________
 RY0047  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RY0047  DYNAMIC HT  -         969.694 (meters)    3181.40  (feet)  COMP
 RY0047  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 RY0047
 RY0047  VERT ORDER  -  FIRST     CLASS II
 RY0047
 RY0047.The horizontal coordinates were scaled from a topographic map and have
 RY0047.an estimated accuracy of +/- 6 seconds.
 RY0047
 RY0047.The orthometric height was determined by differential leveling
 RY0047.and adjusted by the National Geodetic Survey in June 1991..
 RY0047
 RY0047.The geoid height was determined by GEOID03.
 RY0047
 RY0047.The dynamic height is computed by dividing the NAVD 88
 RY0047.geopotential number by the normal gravity value computed on the
 RY0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0047.degrees latitude (g = 980.6199 gals.).
 RY0047
 RY0047.The modeled gravity was interpolated from observed gravity values.
 RY0047
 RY0047;                    North         East    Units  Estimated Accuracy
 RY0047;SPC MT       -   287,440.      250,460.      MT  (+/- 180 meters Scaled)
 RY0047
 RY0047                          SUPERSEDED SURVEY CONTROL
 RY0047
 RY0047  NGVD 29 (??/??/92)  968.792  (m)         3178.45   (f) ADJ UNCH    1 2
 RY0047
 RY0047.Superseded values are not recommended for survey control.
 RY0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0047.See file dsdata.txt to determine how the superseded data were derived.
 RY0047
 RY0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM230809(NAD 83)
 RY0047_MARKER: DB = BENCH MARK DISK
 RY0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0047_STAMPING: E 73 1934 3178.524
 RY0047_MARK LOGO: CGS   
 RY0047_PROJECTION: PROJECTING 12 CENTIMETERS
 RY0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0047+STABILITY: SURFACE MOTION
 RY0047
 RY0047  HISTORY     - Date     Condition        Report By
 RY0047  HISTORY     - 1934     MONUMENTED       CGS
 RY0047  HISTORY     - 1950     GOOD             NGS
 RY0047  HISTORY     - 1980     GOOD             NGS
 RY0047
 RY0047                          STATION DESCRIPTION
 RY0047
 RY0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0047'12.7 MI S FROM MISSOULA.
 RY0047'12.7 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 RY0047'AT MISSOULA, 255 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD CROSSING,
 RY0047'37.3 FEET WEST OF THE WEST RAIL, 36 FEET NORTHWEST OF MILEPOST 12, 7
 RY0047'FEET WEST OF A TELEPHONE POLE, 8 FEET EAST OF A FENCE, 2.5 FEET
 RY0047'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, CONCRETE POST
 RY0047'PROJECTS 0.5 FOOT.
 RY0047
 RY0047                          STATION RECOVERY (1980)
 RY0047
 RY0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0047'1.4 KILOMETERS (0.9 MILES) SOUTH ALONG U.S. HIGHWAY 93 FROM THE T
 RY0047'JUNCTION OFU.S. HIGHWAY 12 IN LOLO, THENCE 0.2 KILOMETER (0.1 MILE)
 RY0047'EAST ALONG A GRAVEL ROAD, AT THE INTERSECTION OF THE BURLINGTON
 RY0047'NORTHERN RAILWAY, 11.0 METERS (36.0 FEET) NORTHWEST OF RAILWAY
 RY0047'MILEPOST 12, 59.5 METERS (195 FEET) NORTH OF THE CENTERLINE OF THE
 RY0047'ROAD, 11.4 METERS (37.3 FEET) WEST OF THE WEST RAIL OF THE TRACKS,
 RY0047'2.4 METERS (8.0 FEET) EAST OF THE RAILWAY RIGHT-OF-WAY FENCE, 2.1
 RY0047'METERS (7.0 FEET) WEST OF THE SECOND TELEGRAPH POLE NORTH OF THE
 RY0047'ROAD CROSSING.
 RY0047'THE MARK IS 0.35 METERS  S FROM A WITNESS POST.
 RY0047'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0123 ***********************************************************************
 RY0123  DESIGNATION -  E 74
 RY0123  PID         -  RY0123
 RY0123  STATE/COUNTY-  MT/RAVALLI
 RY0123  USGS QUAD   -  MOUNTAIN HOUSE (1964)
 RY0123
 RY0123                         *CURRENT SURVEY CONTROL
 RY0123  ___________________________________________________________________
 RY0123* NAD 83(1986)-  46 10 09.     (N)    114 01 53.     (W)     SCALED    
 RY0123* NAVD 88     -      1253.380  (meters)    4112.13   (feet)  ADJUSTED  
 RY0123  ___________________________________________________________________
 RY0123  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 RY0123  DYNAMIC HT  -        1252.993 (meters)    4110.86  (feet)  COMP
 RY0123  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 RY0123
 RY0123  VERT ORDER  -  SECOND    CLASS 0
 RY0123
 RY0123.The horizontal coordinates were scaled from a topographic map and have
 RY0123.an estimated accuracy of +/- 6 seconds.
 RY0123
 RY0123.The orthometric height was determined by differential leveling
 RY0123.and adjusted by the National Geodetic Survey in June 1991..
 RY0123
 RY0123.The geoid height was determined by GEOID03.
 RY0123
 RY0123.The dynamic height is computed by dividing the NAVD 88
 RY0123.geopotential number by the normal gravity value computed on the
 RY0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0123.degrees latitude (g = 980.6199 gals.).
 RY0123
 RY0123.The modeled gravity was interpolated from observed gravity values.
 RY0123
 RY0123;                    North         East    Units  Estimated Accuracy
 RY0123;SPC MT       -   223,390.      250,430.      MT  (+/- 180 meters Scaled)
 RY0123
 RY0123                          SUPERSEDED SURVEY CONTROL
 RY0123
 RY0123  NGVD 29 (??/??/92) 1252.221  (m)         4108.33   (f) ADJ UNCH    2 0
 RY0123
 RY0123.Superseded values are not recommended for survey control.
 RY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0123.See file dsdata.txt to determine how the superseded data were derived.
 RY0123
 RY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM291171(NAD 83)
 RY0123_MARKER: DB = BENCH MARK DISK
 RY0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0123_STAMPING: E-74 1934
 RY0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0123+STABILITY: SURFACE MOTION
 RY0123
 RY0123  HISTORY     - Date     Condition        Report By
 RY0123  HISTORY     - 1934     MONUMENTED       CGS
 RY0123  HISTORY     - 1964     GOOD             NGS
 RY0123  HISTORY     - 1986     GOOD             USPSQD
 RY0123
 RY0123                          STATION DESCRIPTION
 RY0123
 RY0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RY0123'0.4 MI S FROM GRANTSDALE.
 RY0123'GRANTSDALE, 0.4 MI. SOUTH OF THE PUBLIC SCHOOL TO ST. HWY 38, THENCE
 RY0123'EAST ALONG HWY 38 FOR 6.1 MILES TO A PRIVATE DRIVE TO A WHITE HOUSE ON
 RY0123'THE NORTH SIDE OF THE ROAD.  DRIVE INTO HOUSE ABOUT 0.15 MI. THEN TURN
 RY0123'EAST ALONG THE OLD HWY LOCATION AT THE SOUTH BASE OF THE HILLS FOR A
 RY0123'DISTANCE OF 0.25 MILE TO A TRAIL LEADING UP HILL NORTH TO AN
 RY0123'IRRIGATION DITCH.  BENCH MARK IS 27 FET NORTH OF THE OLD HWY, AND
 RY0123'MARKED BY A ROCK PILE ABOUT 2 FEET HIGH.
 RY0123
 RY0123                          STATION RECOVERY (1986)
 RY0123
 RY0123'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0247 ***********************************************************************
 RW0247  DESIGNATION -  E 79
 RW0247  PID         -  RW0247
 RW0247  STATE/COUNTY-  MT/BROADWATER
 RW0247  USGS QUAD   -  TOWNSEND NE (1986)
 RW0247
 RW0247                         *CURRENT SURVEY CONTROL
 RW0247  ___________________________________________________________________
 RW0247* NAD 83(1986)-  46 29 17.     (N)    111 31 35.     (W)     SCALED    
 RW0247* NAVD 88     -      1153.263  (meters)    3783.66   (feet)  ADJUSTED  
 RW0247  ___________________________________________________________________
 RW0247  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 RW0247  DYNAMIC HT  -        1152.981 (meters)    3782.74  (feet)  COMP
 RW0247  MODELED GRAV-     980,331.4   (mgal)                       NAVD 88
 RW0247
 RW0247  VERT ORDER  -  FIRST     CLASS II
 RW0247
 RW0247.The horizontal coordinates were scaled from a topographic map and have
 RW0247.an estimated accuracy of +/- 6 seconds.
 RW0247
 RW0247.The orthometric height was determined by differential leveling
 RW0247.and adjusted by the National Geodetic Survey in June 1991..
 RW0247
 RW0247.The geoid height was determined by GEOID03.
 RW0247
 RW0247.The dynamic height is computed by dividing the NAVD 88
 RW0247.geopotential number by the normal gravity value computed on the
 RW0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0247.degrees latitude (g = 980.6199 gals.).
 RW0247
 RW0247.The modeled gravity was interpolated from observed gravity values.
 RW0247
 RW0247;                    North         East    Units  Estimated Accuracy
 RW0247;SPC MT       -   250,710.      444,520.      MT  (+/- 180 meters Scaled)
 RW0247
 RW0247                          SUPERSEDED SURVEY CONTROL
 RW0247
 RW0247  NGVD 29 (??/??/92) 1152.238  (m)         3780.30   (f) ADJ UNCH    1 2
 RW0247
 RW0247.Superseded values are not recommended for survey control.
 RW0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0247.See file dsdata.txt to determine how the superseded data were derived.
 RW0247
 RW0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS596484(NAD 83)
 RW0247_MARKER: DB = BENCH MARK DISK
 RW0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0247_STAMPING: E 79 1934
 RW0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0247+STABILITY: SURFACE MOTION
 RW0247
 RW0247  HISTORY     - Date     Condition        Report By
 RW0247  HISTORY     - 1934     MONUMENTED       CGS
 RW0247  HISTORY     - 1936     GOOD             NGS
 RW0247
 RW0247                          STATION DESCRIPTION
 RW0247
 RW0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RW0247'3.7 MI SW FROM JOHNSON.
 RW0247'3.7 MILES SOUTHWEST ALONG THE WINSTON ROAD FROM JOHNSON, BROADWATER
 RW0247'COUNTY, 1.7 MILES EAST OF THE BRIDGE OVER MISSOURI RIVER, 40 FEET
 RW0247'NORTH OF THE CENTERLINE OF THE ROAD, AND 8 FEET NORTH OF A FENCE.  A
 RW0247'STANDARD DISK, STAMPED E 79 1934 AND SET IN THE TOP OF A CONCRETE
 RW0247'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0005 ***********************************************************************
 SP0005  DESIGNATION -  E 79
 SP0005  PID         -  SP0005
 SP0005  STATE/COUNTY-  MT/RICHLAND
 SP0005  USGS QUAD   -  CRANE (1966)
 SP0005
 SP0005                         *CURRENT SURVEY CONTROL
 SP0005  ___________________________________________________________________
 SP0005* NAD 83(1986)-  47 36 57.     (N)    104 21 55.     (W)     SCALED    
 SP0005* NAVD 88     -       652.473  (meters)    2140.66   (feet)  ADJUSTED  
 SP0005  ___________________________________________________________________
 SP0005  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 SP0005  DYNAMIC HT  -         652.525 (meters)    2140.83  (feet)  COMP
 SP0005  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 SP0005
 SP0005  VERT ORDER  -  SECOND    CLASS 0
 SP0005
 SP0005.The horizontal coordinates were scaled from a topographic map and have
 SP0005.an estimated accuracy of +/- 6 seconds.
 SP0005
 SP0005.The orthometric height was determined by differential leveling
 SP0005.and adjusted by the National Geodetic Survey in June 1991..
 SP0005
 SP0005.The geoid height was determined by GEOID03.
 SP0005
 SP0005.The dynamic height is computed by dividing the NAVD 88
 SP0005.geopotential number by the normal gravity value computed on the
 SP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0005.degrees latitude (g = 980.6199 gals.).
 SP0005
 SP0005.The modeled gravity was interpolated from observed gravity values.
 SP0005
 SP0005;                    North         East    Units  Estimated Accuracy
 SP0005;SPC MT       -   386,650.      985,530.      MT  (+/- 180 meters Scaled)
 SP0005
 SP0005                          SUPERSEDED SURVEY CONTROL
 SP0005
 SP0005  NGVD 29 (??/??/92)  651.918  (m)         2138.83   (f) ADJ UNCH    2 0
 SP0005
 SP0005.Superseded values are not recommended for survey control.
 SP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0005.See file dsdata.txt to determine how the superseded data were derived.
 SP0005
 SP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN476737(NAD 83)
 SP0005_MARKER: DB = BENCH MARK DISK
 SP0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0005_STAMPING: E 79 1934
 SP0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0005+STABILITY: SURFACE MOTION
 SP0005
 SP0005  HISTORY     - Date     Condition        Report By
 SP0005  HISTORY     - 1934     MONUMENTED       CGS
 SP0005
 SP0005                          STATION DESCRIPTION
 SP0005
 SP0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0005'12.8 MI SW FROM SIDNEY.
 SP0005'12.8 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SP0005'AT SIDNEY, RICHLAND COUNTY, 10 FEET SOUTHWEST OF MILEPOST 24, 43 FEET
 SP0005'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF
 SP0005'POLES.  A STANDARD DISK, STAMPED E 79 1934 AND SET IN THE TOP OF A
 SP0005'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0731 ***********************************************************************
 SR0731  DESIGNATION -  E 8 M
 SR0731  PID         -  SR0731
 SR0731  STATE/COUNTY-  MT/FERGUS
 SR0731  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0731
 SR0731                         *CURRENT SURVEY CONTROL
 SR0731  ___________________________________________________________________
 SR0731* NAD 83(1986)-  47 18 10.     (N)    109 32 23.     (W)     SCALED    
 SR0731* NAVD 88     -      1244.248  (meters)    4082.17   (feet)  ADJUSTED  
 SR0731  ___________________________________________________________________
 SR0731  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0731  DYNAMIC HT  -        1244.130 (meters)    4081.78  (feet)  COMP
 SR0731  MODELED GRAV-     980,474.0   (mgal)                       NAVD 88
 SR0731
 SR0731  VERT ORDER  -  SECOND    CLASS 0
 SR0731
 SR0731.The horizontal coordinates were scaled from a topographic map and have
 SR0731.an estimated accuracy of +/- 6 seconds.
 SR0731
 SR0731.The orthometric height was determined by differential leveling
 SR0731.and adjusted by the National Geodetic Survey in June 1991..
 SR0731
 SR0731.The geoid height was determined by GEOID03.
 SR0731
 SR0731.The dynamic height is computed by dividing the NAVD 88
 SR0731.geopotential number by the normal gravity value computed on the
 SR0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0731.degrees latitude (g = 980.6199 gals.).
 SR0731
 SR0731.The modeled gravity was interpolated from observed gravity values.
 SR0731
 SR0731;                    North         East    Units  Estimated Accuracy
 SR0731;SPC MT       -   339,220.      597,000.      MT  (+/- 180 meters Scaled)
 SR0731
 SR0731                          SUPERSEDED SURVEY CONTROL
 SR0731
 SR0731  NGVD 29 (??/??/92) 1243.382  (m)         4079.33   (f) ADJ UNCH    2 0
 SR0731
 SR0731.Superseded values are not recommended for survey control.
 SR0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0731.See file dsdata.txt to determine how the superseded data were derived.
 SR0731
 SR0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT103398(NAD 83)
 SR0731_MARKER: DB = BENCH MARK DISK
 SR0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0731_STAMPING: E 8 M 1961
 SR0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0731+STABILITY: SURFACE MOTION
 SR0731
 SR0731  HISTORY     - Date     Condition        Report By
 SR0731  HISTORY     - 1961     MONUMENTED       CGS
 SR0731  HISTORY     - 1973     GOOD             USGS
 SR0731
 SR0731                          STATION DESCRIPTION
 SR0731
 SR0731'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0731'13.15 MI NW FROM BROOKS.
 SR0731'ABOUT 0.25 MI NORTH ALONG THE CMSTP AND P RAILROAD FROM THE STATION
 SR0731'SIGN AT BROOKS, THENCE 7.7 MI WEST ALONG A PAVED RD, THENCE 4.75 MI
 SR0731'NORTH ALONG A GRAVELED RD, THENCE 0.3 MI EAST ACROSS A PLOWED FIELD TO
 SR0731'A WIRE GATE AT A JOG IN THE FENCE, THENCE 0.15 MI NORTHEAST ALONG AN
 SR0731'OLD TRAIL RD TO A SMALL ROCKY KNOLL, IN SECTION 22, T18N, R17E, 0.2 MI
 SR0731'SOUTHWEST OF AN OLD BLDG SITE, 27 FT NORTHWEST OF THE CENTERLINE OF
 SR0731'THE TRAIL RD, 300 FT SOUTH OF A POND, 32.3 FT SOUTHWEST OF E 8 M R.M.
 SR0731'1, 23.6 FT NORTHEAST OF E 8 M R.M. 2, 5.0 FT WEST OF A METAL WITNESS
 SR0731'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0732 ***********************************************************************
 SR0732  DESIGNATION -  E 8 M RM 1
 SR0732  PID         -  SR0732
 SR0732  STATE/COUNTY-  MT/FERGUS
 SR0732  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0732
 SR0732                         *CURRENT SURVEY CONTROL
 SR0732  ___________________________________________________________________
 SR0732* NAD 83(1986)-  47 18 11.     (N)    109 32 23.     (W)     SCALED    
 SR0732* NAVD 88     -      1244.717  (meters)    4083.71   (feet)  ADJUSTED  
 SR0732  ___________________________________________________________________
 SR0732  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0732  DYNAMIC HT  -        1244.599 (meters)    4083.32  (feet)  COMP
 SR0732  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 SR0732
 SR0732  VERT ORDER  -  SECOND    CLASS 0
 SR0732
 SR0732.The horizontal coordinates were scaled from a topographic map and have
 SR0732.an estimated accuracy of +/- 6 seconds.
 SR0732
 SR0732.The orthometric height was determined by differential leveling
 SR0732.and adjusted by the National Geodetic Survey in June 1991..
 SR0732
 SR0732.The geoid height was determined by GEOID03.
 SR0732
 SR0732.The dynamic height is computed by dividing the NAVD 88
 SR0732.geopotential number by the normal gravity value computed on the
 SR0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0732.degrees latitude (g = 980.6199 gals.).
 SR0732
 SR0732.The modeled gravity was interpolated from observed gravity values.
 SR0732
 SR0732;                    North         East    Units  Estimated Accuracy
 SR0732;SPC MT       -   339,250.      597,000.      MT  (+/- 180 meters Scaled)
 SR0732
 SR0732                          SUPERSEDED SURVEY CONTROL
 SR0732
 SR0732  NGVD 29 (??/??/92) 1243.851  (m)         4080.87   (f) ADJ UNCH    2 0
 SR0732
 SR0732.Superseded values are not recommended for survey control.
 SR0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0732.See file dsdata.txt to determine how the superseded data were derived.
 SR0732
 SR0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT103398(NAD 83)
 SR0732_MARKER: DR = REFERENCE MARK DISK
 SR0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0732_STAMPING: E8M NO 1 1961
 SR0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0732+STABILITY: SURFACE MOTION
 SR0732
 SR0732  HISTORY     - Date     Condition        Report By
 SR0732  HISTORY     - 1961     MONUMENTED       CGS
 SR0732  HISTORY     - 1973     GOOD             USGS
 SR0732
 SR0732                          STATION DESCRIPTION
 SR0732
 SR0732'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0732'13.15 MI NW FROM BROOKS.
 SR0732'ABOUT 0.25 MI NORTH ALONG THE CMSTP AND P RAILROAD FROM THE STATION
 SR0732'SIGN AND GRAIN ELEVATOR AT BROOKS, THENCE 7.7 MI WEST ALONG A PAVED
 SR0732'RD, THENCE 4.75 MI NORTH ALONG A GRAVELED RD TO A JUNCTION OF THE
 SR0732'GRAVELED RD AND A RD LEADING WEST, THENCE 0.3 MI EAST ACROSS A PLOWED
 SR0732'FIELD TO A WIRE GATE AT A JOG IN THE FENCE, THENCE 0.15 MI NORTHEAST
 SR0732'ALONG AN OLD TRAIL RD TO A SMALL ROCKY KNOLL, IN SECTION 22, T18N,
 SR0732'R17E, 0.2 MI SOUTH WEST OF AN OLD BUILDING SITE, 25 1/2 FT NORTHWEST
 SR0732'OF THE CENTERLINE OF THE OLD TRAIL RD, 32.8 FT NORTHEAST OF E8M 1961,
 SR0732'29.0 FT NORTHEAST OF A METAL POST WITNESS POST AND SET IN TOP OF A
 SR0732'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0730 ***********************************************************************
 SR0730  DESIGNATION -  E 8 M RM 2
 SR0730  PID         -  SR0730
 SR0730  STATE/COUNTY-  MT/FERGUS
 SR0730  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0730
 SR0730                         *CURRENT SURVEY CONTROL
 SR0730  ___________________________________________________________________
 SR0730* NAD 83(1986)-  47 18 09.     (N)    109 32 24.     (W)     SCALED    
 SR0730* NAVD 88     -      1243.612  (meters)    4080.08   (feet)  ADJUSTED  
 SR0730  ___________________________________________________________________
 SR0730  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0730  DYNAMIC HT  -        1243.494 (meters)    4079.70  (feet)  COMP
 SR0730  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 SR0730
 SR0730  VERT ORDER  -  SECOND    CLASS 0
 SR0730
 SR0730.The horizontal coordinates were scaled from a topographic map and have
 SR0730.an estimated accuracy of +/- 6 seconds.
 SR0730
 SR0730.The orthometric height was determined by differential leveling
 SR0730.and adjusted by the National Geodetic Survey in June 1991..
 SR0730
 SR0730.The geoid height was determined by GEOID03.
 SR0730
 SR0730.The dynamic height is computed by dividing the NAVD 88
 SR0730.geopotential number by the normal gravity value computed on the
 SR0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0730.degrees latitude (g = 980.6199 gals.).
 SR0730
 SR0730.The modeled gravity was interpolated from observed gravity values.
 SR0730
 SR0730;                    North         East    Units  Estimated Accuracy
 SR0730;SPC MT       -   339,190.      596,980.      MT  (+/- 180 meters Scaled)
 SR0730
 SR0730                          SUPERSEDED SURVEY CONTROL
 SR0730
 SR0730  NGVD 29 (??/??/92) 1242.746  (m)         4077.24   (f) ADJ UNCH    2 0
 SR0730
 SR0730.Superseded values are not recommended for survey control.
 SR0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0730.See file dsdata.txt to determine how the superseded data were derived.
 SR0730
 SR0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT103398(NAD 83)
 SR0730_MARKER: DR = REFERENCE MARK DISK
 SR0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0730_STAMPING: E 8 M NO 2 1961
 SR0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0730+STABILITY: SURFACE MOTION
 SR0730
 SR0730  HISTORY     - Date     Condition        Report By
 SR0730  HISTORY     - 1961     MONUMENTED       CGS
 SR0730  HISTORY     - 1973     GOOD             USGS
 SR0730
 SR0730                          STATION DESCRIPTION
 SR0730
 SR0730'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0730'13.15 MI NW FROM BROOKS.
 SR0730'ABOUT 0.25 MI NORTH ALONG THE CMSTP AND P RAILROAD FROM THE STATION
 SR0730'SIGN AT BROOKS, THENCE 7.7 MI WEST ALONG A PAVED RD, THENCE 4.75 MI
 SR0730'NORTH ALONG A GRAVELED RD, THENCE 0.3 MI EAST ACROSS A PLOWED FIELD TO
 SR0730'A WIRE GATE AT A JOG IN A FENCE, THENCE 0.15 MI NORTHEAST ALONG AN OLD
 SR0730'TRAIL RD TO A SMALL ROCKY KNOLL, IN SECTION 22, T18N, R17E, 0.2 MI
 SR0730'SOUTHWEST OF AN OLD BLDG SITE, 25 FT NORTHWEST OF THE CENTERLINE OF
 SR0730'THE OLD TRAIL RD, 23.6 FT SOUTHWEST OF E 8 M 1961, AND SET IN THE TOP
 SR0730'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0729 ***********************************************************************
 SR0729  DESIGNATION -  E 8 N
 SR0729  PID         -  SR0729
 SR0729  STATE/COUNTY-  MT/FERGUS
 SR0729  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0729
 SR0729                         *CURRENT SURVEY CONTROL
 SR0729  ___________________________________________________________________
 SR0729* NAD 83(1986)-  47 18 07.     (N)    109 32 55.     (W)     SCALED    
 SR0729* NAVD 88     -      1225.954  (meters)    4022.15   (feet)  ADJUSTED  
 SR0729  ___________________________________________________________________
 SR0729  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SR0729  DYNAMIC HT  -        1225.840 (meters)    4021.78  (feet)  COMP
 SR0729  MODELED GRAV-     980,477.1   (mgal)                       NAVD 88
 SR0729
 SR0729  VERT ORDER  -  SECOND    CLASS 0
 SR0729
 SR0729.The horizontal coordinates were scaled from a topographic map and have
 SR0729.an estimated accuracy of +/- 6 seconds.
 SR0729
 SR0729.The orthometric height was determined by differential leveling
 SR0729.and adjusted by the National Geodetic Survey in June 1991..
 SR0729
 SR0729.The geoid height was determined by GEOID03.
 SR0729
 SR0729.The dynamic height is computed by dividing the NAVD 88
 SR0729.geopotential number by the normal gravity value computed on the
 SR0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0729.degrees latitude (g = 980.6199 gals.).
 SR0729
 SR0729.The modeled gravity was interpolated from observed gravity values.
 SR0729
 SR0729;                    North         East    Units  Estimated Accuracy
 SR0729;SPC MT       -   339,130.      596,330.      MT  (+/- 180 meters Scaled)
 SR0729
 SR0729                          SUPERSEDED SURVEY CONTROL
 SR0729
 SR0729  NGVD 29 (??/??/92) 1225.089  (m)         4019.31   (f) ADJ UNCH    2 0
 SR0729
 SR0729.Superseded values are not recommended for survey control.
 SR0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0729.See file dsdata.txt to determine how the superseded data were derived.
 SR0729
 SR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT097397(NAD 83)
 SR0729_MARKER: DB = BENCH MARK DISK
 SR0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0729_STAMPING: E 8 N 1961
 SR0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0729+STABILITY: SURFACE MOTION
 SR0729
 SR0729  HISTORY     - Date     Condition        Report By
 SR0729  HISTORY     - 1961     MONUMENTED       CGS
 SR0729  HISTORY     - 1973     GOOD             USGS
 SR0729
 SR0729                          STATION DESCRIPTION
 SR0729
 SR0729'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0729'12.7 MI NW FROM BROOKS.
 SR0729'ABOUT 0.25 MI NORTH ALONG THE CMSTP AND P RAILROAD FROM THE STATION
 SR0729'SIGN AND GRAIN ELEVATOR AT BROOKS, THENCE 7.7 MI WEST ALONG A PAVED
 SR0729'RD, THENCE 4.75 MI NORTH ALONG A GRAVELED RD, IN SECTION 22, T 18 N, R
 SR0729'17 E, 44 FT EAST OF THE CENTERLINE OF THE RD, 44 FT NORTH OF THE
 SR0729'EXTENDED CENTERLINE OF A GRADED DIRT RD LEADING WEST, 31.4 FT NORTH OF
 SR0729'E 8 N R.M. 2, 26.1 FT SOUTH OF E 8 N R.M. 1, 4 1/2 FT EAST OF A FENCE,
 SR0729'5.0 FT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0729'POST 6 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0728 ***********************************************************************
 SR0728  DESIGNATION -  E 8 N RM 1
 SR0728  PID         -  SR0728
 SR0728  STATE/COUNTY-  MT/FERGUS
 SR0728  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0728
 SR0728                         *CURRENT SURVEY CONTROL
 SR0728  ___________________________________________________________________
 SR0728* NAD 83(1986)-  47 18 07.     (N)    109 32 56.     (W)     SCALED    
 SR0728* NAVD 88     -      1225.697  (meters)    4021.31   (feet)  ADJUSTED  
 SR0728  ___________________________________________________________________
 SR0728  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SR0728  DYNAMIC HT  -        1225.583 (meters)    4020.93  (feet)  COMP
 SR0728  MODELED GRAV-     980,477.2   (mgal)                       NAVD 88
 SR0728
 SR0728  VERT ORDER  -  SECOND    CLASS 0
 SR0728
 SR0728.The horizontal coordinates were scaled from a topographic map and have
 SR0728.an estimated accuracy of +/- 6 seconds.
 SR0728
 SR0728.The orthometric height was determined by differential leveling
 SR0728.and adjusted by the National Geodetic Survey in June 1991..
 SR0728
 SR0728.The geoid height was determined by GEOID03.
 SR0728
 SR0728.The dynamic height is computed by dividing the NAVD 88
 SR0728.geopotential number by the normal gravity value computed on the
 SR0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0728.degrees latitude (g = 980.6199 gals.).
 SR0728
 SR0728.The modeled gravity was interpolated from observed gravity values.
 SR0728
 SR0728;                    North         East    Units  Estimated Accuracy
 SR0728;SPC MT       -   339,130.      596,310.      MT  (+/- 180 meters Scaled)
 SR0728
 SR0728                          SUPERSEDED SURVEY CONTROL
 SR0728
 SR0728  NGVD 29 (??/??/92) 1224.832  (m)         4018.47   (f) ADJ UNCH    2 0
 SR0728
 SR0728.Superseded values are not recommended for survey control.
 SR0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0728.See file dsdata.txt to determine how the superseded data were derived.
 SR0728
 SR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT096397(NAD 83)
 SR0728_MARKER: DR = REFERENCE MARK DISK
 SR0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0728_STAMPING: E 8 N NO 1 1961
 SR0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0728+STABILITY: SURFACE MOTION
 SR0728
 SR0728  HISTORY     - Date     Condition        Report By
 SR0728  HISTORY     - 1961     MONUMENTED       CGS
 SR0728  HISTORY     - 1973     GOOD             USGS
 SR0728
 SR0728                          STATION DESCRIPTION
 SR0728
 SR0728'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0728'12.7 MI NW FROM BROOKS.
 SR0728'ABOUT 0.25 MI NORTH ALONG THE CMSTP AND P RAILROAD FROM THE STATION
 SR0728'SIGN AND GRAIN ELEVATOR AT BROOKS, THENCE 7.7 MI WEST ALONG A PAVED
 SR0728'RD, THENCE 4.75 MI NORTH ALONG A GRAVELED RD, IN SECTION 22, T 18 N, R
 SR0728'17 E, 41 FT EAST OF THE CENTERLINE OF THE RD, 73 FT SOUTH OF A POWER
 SR0728'POLE, 26.1 FT NORTH OF E 8 N 1961, 1 FT EAST OF A FENCE, ABOUT LEVEL
 SR0728'WITH THE RD AND SET IN THE TOP OF A CONCRETE POST AND 2 INCHES BELOW
 SR0728'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0733 ***********************************************************************
 SR0733  DESIGNATION -  E 8 N RM 2
 SR0733  PID         -  SR0733
 SR0733  STATE/COUNTY-  MT/FERGUS
 SR0733  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0733
 SR0733                         *CURRENT SURVEY CONTROL
 SR0733  ___________________________________________________________________
 SR0733* NAD 83(1986)-  47 18 06.     (N)    109 32 54.     (W)     SCALED    
 SR0733* NAVD 88     -      1226.049  (meters)    4022.46   (feet)  ADJUSTED  
 SR0733  ___________________________________________________________________
 SR0733  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0733  DYNAMIC HT  -        1225.936 (meters)    4022.09  (feet)  COMP
 SR0733  MODELED GRAV-     980,476.9   (mgal)                       NAVD 88
 SR0733
 SR0733  VERT ORDER  -  SECOND    CLASS 0
 SR0733
 SR0733.The horizontal coordinates were scaled from a topographic map and have
 SR0733.an estimated accuracy of +/- 6 seconds.
 SR0733
 SR0733.The orthometric height was determined by differential leveling
 SR0733.and adjusted by the National Geodetic Survey in June 1991..
 SR0733
 SR0733.The geoid height was determined by GEOID03.
 SR0733
 SR0733.The dynamic height is computed by dividing the NAVD 88
 SR0733.geopotential number by the normal gravity value computed on the
 SR0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0733.degrees latitude (g = 980.6199 gals.).
 SR0733
 SR0733.The modeled gravity was interpolated from observed gravity values.
 SR0733
 SR0733;                    North         East    Units  Estimated Accuracy
 SR0733;SPC MT       -   339,100.      596,350.      MT  (+/- 180 meters Scaled)
 SR0733
 SR0733                          SUPERSEDED SURVEY CONTROL
 SR0733
 SR0733  NGVD 29 (??/??/92) 1225.185  (m)         4019.63   (f) ADJ UNCH    2 0
 SR0733
 SR0733.Superseded values are not recommended for survey control.
 SR0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0733.See file dsdata.txt to determine how the superseded data were derived.
 SR0733
 SR0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT097397(NAD 83)
 SR0733_MARKER: DR = REFERENCE MARK DISK
 SR0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0733_STAMPING: E 8 N NO 2 1961
 SR0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0733+STABILITY: SURFACE MOTION
 SR0733
 SR0733  HISTORY     - Date     Condition        Report By
 SR0733  HISTORY     - 1961     MONUMENTED       CGS
 SR0733  HISTORY     - 1973     GOOD             USGS
 SR0733
 SR0733                          STATION DESCRIPTION
 SR0733
 SR0733'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0733'12.7 MI NW FROM BROOKS.
 SR0733'ABOUT 0.25 MI NORTH ALONG THE CMSTP AND P RAILROAD FROM THE STATION
 SR0733'SIGN AND GRAIN ELEVATOR AT BROOKS, THENCE 7.7 MI WEST ALONG A PAVED
 SR0733'RD, THENCE 4.75 MI NORTH ALONG A GRAVELED RD, IN SECTION 22, R 17 E, T
 SR0733'18 N, 44 FT EAST OF THE CENTERLINE OF THE RD, 31.4 FT SOUTH OF E 8 N
 SR0733'1961, 1 FT EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST 6
 SR0733'INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0047 ***********************************************************************
 RX0047  DESIGNATION -  E 80
 RX0047  PID         -  RX0047
 RX0047  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0047  USGS QUAD   -  SILVER CITY (1976)
 RX0047
 RX0047                         *CURRENT SURVEY CONTROL
 RX0047  ___________________________________________________________________
 RX0047* NAD 83(1986)-  46 46 51.     (N)    112 11 45.     (W)     SCALED    
 RX0047* NAVD 88     -      1302.736  (meters)    4274.06   (feet)  ADJUSTED  
 RX0047  ___________________________________________________________________
 RX0047  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0047  DYNAMIC HT  -        1302.451 (meters)    4273.12  (feet)  COMP
 RX0047  MODELED GRAV-     980,350.2   (mgal)                       NAVD 88
 RX0047
 RX0047  VERT ORDER  -  FIRST     CLASS II
 RX0047
 RX0047.The horizontal coordinates were scaled from a topographic map and have
 RX0047.an estimated accuracy of +/- 6 seconds.
 RX0047
 RX0047.The orthometric height was determined by differential leveling
 RX0047.and adjusted by the National Geodetic Survey in June 1991..
 RX0047
 RX0047.The geoid height was determined by GEOID03.
 RX0047
 RX0047.The dynamic height is computed by dividing the NAVD 88
 RX0047.geopotential number by the normal gravity value computed on the
 RX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0047.degrees latitude (g = 980.6199 gals.).
 RX0047
 RX0047.The modeled gravity was interpolated from observed gravity values.
 RX0047
 RX0047;                    North         East    Units  Estimated Accuracy
 RX0047;SPC MT       -   284,770.      394,290.      MT  (+/- 180 meters Scaled)
 RX0047
 RX0047                          SUPERSEDED SURVEY CONTROL
 RX0047
 RX0047  NGVD 29 (??/??/92) 1301.678  (m)         4270.59   (f) ADJ UNCH    1 2
 RX0047
 RX0047.Superseded values are not recommended for survey control.
 RX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0047.See file dsdata.txt to determine how the superseded data were derived.
 RX0047
 RX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS087815(NAD 83)
 RX0047_MARKER: DB = BENCH MARK DISK
 RX0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0047_STAMPING: E 80 1934
 RX0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0047+STABILITY: SURFACE MOTION
 RX0047
 RX0047  HISTORY     - Date     Condition        Report By
 RX0047  HISTORY     - 1934     MONUMENTED       CGS
 RX0047  HISTORY     - 1962     GOOD             NGS
 RX0047
 RX0047                          STATION DESCRIPTION
 RX0047
 RX0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0047'17.45 MI NW FROM HELENA.
 RX0047'17.45 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0047'CROSSING OF BENTON AVENUE AT HELENA, 62.0 FEET EAST-NORTHEAST AND
 RX0047'ACROSS THE TRACK FROM MILEPOST 195, 45.5 FEET EAST-NORTHEAST OF THE
 RX0047'NEAR RAIL, 2.7 FEET WEST-SOUTHWEST OF A FENCE, 1.8 FEET EAST-NORTHEAST
 RX0047'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE
 RX0047'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0579 ***********************************************************************
 TH0579  DESIGNATION -  E 80
 TH0579  PID         -  TH0579
 TH0579  STATE/COUNTY-  MT/RICHLAND
 TH0579  USGS QUAD   -  MORTARSTONE BLUFF (1989)
 TH0579
 TH0579                         *CURRENT SURVEY CONTROL
 TH0579  ___________________________________________________________________
 TH0579* NAD 83(1986)-  48 00 19.     (N)    104 53 33.     (W)     SCALED    
 TH0579* NAVD 88     -       654.226  (meters)    2146.41   (feet)  ADJUSTED  
 TH0579  ___________________________________________________________________
 TH0579  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 TH0579  DYNAMIC HT  -         654.289 (meters)    2146.61  (feet)  COMP
 TH0579  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 TH0579
 TH0579  VERT ORDER  -  SECOND    CLASS 0
 TH0579
 TH0579.The horizontal coordinates were scaled from a topographic map and have
 TH0579.an estimated accuracy of +/- 6 seconds.
 TH0579
 TH0579.The orthometric height was determined by differential leveling
 TH0579.and adjusted by the National Geodetic Survey in June 1991..
 TH0579
 TH0579.The geoid height was determined by GEOID03.
 TH0579
 TH0579.The dynamic height is computed by dividing the NAVD 88
 TH0579.geopotential number by the normal gravity value computed on the
 TH0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0579.degrees latitude (g = 980.6199 gals.).
 TH0579
 TH0579.The modeled gravity was interpolated from observed gravity values.
 TH0579
 TH0579;                    North         East    Units  Estimated Accuracy
 TH0579;SPC MT       -   427,390.      943,450.      MT  (+/- 180 meters Scaled)
 TH0579
 TH0579                          SUPERSEDED SURVEY CONTROL
 TH0579
 TH0579  NGVD 29 (??/??/92)  653.662  (m)         2144.56   (f) ADJ UNCH    2 0
 TH0579
 TH0579.Superseded values are not recommended for survey control.
 TH0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0579.See file dsdata.txt to determine how the superseded data were derived.
 TH0579
 TH0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP080168(NAD 83)
 TH0579_MARKER: DB = BENCH MARK DISK
 TH0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0579_STAMPING: E-80 1934
 TH0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0579+STABILITY: SURFACE MOTION
 TH0579
 TH0579  HISTORY     - Date     Condition        Report By
 TH0579  HISTORY     - 1934     MONUMENTED       CGS
 TH0579
 TH0579                          STATION DESCRIPTION
 TH0579
 TH0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0579'12.9 MI S FROM BROCKTON.
 TH0579'IN RICHLAND COUNTY, ABOUT 12.9 MILES SOUTH ALONG THE ROAD LEADING TO
 TH0579'LANE FROM BROCKTON, ROOSEVELT COUNTY, ABOUT 30 FEET WEST OF THE
 TH0579'CENTERLINE OF THE ROAD, AND JUST INSIDE THE FENCE.  A STANDARD DISK,
 TH0579'STAMPED E 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0487 ***********************************************************************
 RX0487  DESIGNATION -  E 81
 RX0487  PID         -  RX0487
 RX0487  STATE/COUNTY-  MT/POWELL
 RX0487  USGS QUAD   -  MARCUM MOUNTAIN (1968)
 RX0487
 RX0487                         *CURRENT SURVEY CONTROL
 RX0487  ___________________________________________________________________
 RX0487* NAD 83(1986)-  46 57 59.     (N)    112 58 10.     (W)     SCALED    
 RX0487* NAVD 88     -      1322.672  (meters)    4339.47   (feet)  ADJUSTED  
 RX0487  ___________________________________________________________________
 RX0487  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 RX0487  DYNAMIC HT  -        1322.401 (meters)    4338.58  (feet)  COMP
 RX0487  MODELED GRAV-     980,363.0   (mgal)                       NAVD 88
 RX0487
 RX0487  VERT ORDER  -  SECOND    CLASS 0
 RX0487
 RX0487.The horizontal coordinates were scaled from a topographic map and have
 RX0487.an estimated accuracy of +/- 6 seconds.
 RX0487
 RX0487.The orthometric height was determined by differential leveling
 RX0487.and adjusted by the National Geodetic Survey in June 1991..
 RX0487
 RX0487.The geoid height was determined by GEOID03.
 RX0487
 RX0487.The dynamic height is computed by dividing the NAVD 88
 RX0487.geopotential number by the normal gravity value computed on the
 RX0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0487.degrees latitude (g = 980.6199 gals.).
 RX0487
 RX0487.The modeled gravity was interpolated from observed gravity values.
 RX0487
 RX0487;                    North         East    Units  Estimated Accuracy
 RX0487;SPC MT       -   307,690.      336,210.      MT  (+/- 180 meters Scaled)
 RX0487
 RX0487                          SUPERSEDED SURVEY CONTROL
 RX0487
 RX0487  NGVD 29 (??/??/??) 1321.18   (m)         4334.6    (f) RESET       3  
 RX0487
 RX0487.Superseded values are not recommended for survey control.
 RX0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0487.See file dsdata.txt to determine how the superseded data were derived.
 RX0487
 RX0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT501033(NAD 83)
 RX0487_MARKER: DB = BENCH MARK DISK
 RX0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0487_STAMPING: E 81 1934
 RX0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0487+STABILITY: SURFACE MOTION
 RX0487
 RX0487  HISTORY     - Date     Condition        Report By
 RX0487  HISTORY     - 1934     MONUMENTED       CGS
 RX0487
 RX0487                          STATION DESCRIPTION
 RX0487
 RX0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0487'13.8 MI SE FROM OVANDO.
 RX0487'13.8 MI SE OF AND ALONG THE ROAD TO LINCOLN ON A SLIGHT RISE IN THE
 RX0487'GROUND.  34 FEET E OF CENTER OF ROAD.  71 FEET SE OF A GATE ON W SIDE
 RX0487'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0208 ***********************************************************************
 RW0208  DESIGNATION -  E 82
 RW0208  PID         -  RW0208
 RW0208  STATE/COUNTY-  MT/BROADWATER
 RW0208  USGS QUAD   -  TOSTON (1986)
 RW0208
 RW0208                         *CURRENT SURVEY CONTROL
 RW0208  ___________________________________________________________________
 RW0208* NAD 83(1986)-  46 10 48.     (N)    111 26 46.     (W)     SCALED    
 RW0208* NAVD 88     -      1194.639  (meters)    3919.41   (feet)  ADJUSTED  
 RW0208  ___________________________________________________________________
 RW0208  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 RW0208  DYNAMIC HT  -        1194.337 (meters)    3918.42  (feet)  COMP
 RW0208  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 RW0208
 RW0208  VERT ORDER  -  SECOND    CLASS 0
 RW0208
 RW0208.The horizontal coordinates were scaled from a topographic map and have
 RW0208.an estimated accuracy of +/- 6 seconds.
 RW0208
 RW0208.The orthometric height was determined by differential leveling
 RW0208.and adjusted by the National Geodetic Survey in June 1991..
 RW0208
 RW0208.The geoid height was determined by GEOID03.
 RW0208
 RW0208.The dynamic height is computed by dividing the NAVD 88
 RW0208.geopotential number by the normal gravity value computed on the
 RW0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0208.degrees latitude (g = 980.6199 gals.).
 RW0208
 RW0208.The modeled gravity was interpolated from observed gravity values.
 RW0208
 RW0208;                    North         East    Units  Estimated Accuracy
 RW0208;SPC MT       -   216,340.      449,830.      MT  (+/- 180 meters Scaled)
 RW0208
 RW0208                          SUPERSEDED SURVEY CONTROL
 RW0208
 RW0208  NGVD 29 (??/??/92) 1193.678  (m)         3916.26   (f) ADJ UNCH    2 0
 RW0208
 RW0208.Superseded values are not recommended for survey control.
 RW0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0208.See file dsdata.txt to determine how the superseded data were derived.
 RW0208
 RW0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS655141(NAD 83)
 RW0208_MARKER: DB = BENCH MARK DISK
 RW0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0208_SP_SET: CULVERT
 RW0208_STAMPING: E 82 1934
 RW0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0208
 RW0208  HISTORY     - Date     Condition        Report By
 RW0208  HISTORY     - 1934     MONUMENTED       CGS
 RW0208  HISTORY     - 1982     MARK NOT FOUND   USGS
 RW0208
 RW0208                          STATION DESCRIPTION
 RW0208
 RW0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0208'0.6 MI NW FROM TOSTON.
 RW0208'0.6 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM TOSTON,
 RW0208'BROADWATER COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST
 RW0208'HEADWALL, AND 35 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A
 RW0208'STANDARD DISK, STAMPED E 82 1934.
 RW0208
 RW0208                          STATION RECOVERY (1982)
 RW0208
 RW0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RW0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0090 ***********************************************************************
 SQ0090  DESIGNATION -  E 83
 SQ0090  PID         -  SQ0090
 SQ0090  STATE/COUNTY-  MT/GARFIELD
 SQ0090  USGS QUAD   -  COAL CREEK (1967)
 SQ0090
 SQ0090                         *CURRENT SURVEY CONTROL
 SQ0090  ___________________________________________________________________
 SQ0090* NAD 83(1986)-  47 19 46.     (N)    106 22 01.     (W)     SCALED    
 SQ0090* NAVD 88     -       728.272  (meters)    2389.34   (feet)  ADJUSTED  
 SQ0090  ___________________________________________________________________
 SQ0090  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 SQ0090  DYNAMIC HT  -         728.291 (meters)    2389.40  (feet)  COMP
 SQ0090  MODELED GRAV-     980,613.9   (mgal)                       NAVD 88
 SQ0090
 SQ0090  VERT ORDER  -  SECOND    CLASS 0
 SQ0090
 SQ0090.The horizontal coordinates were scaled from a topographic map and have
 SQ0090.an estimated accuracy of +/- 6 seconds.
 SQ0090
 SQ0090.The orthometric height was determined by differential leveling
 SQ0090.and adjusted by the National Geodetic Survey in June 1991..
 SQ0090
 SQ0090.The geoid height was determined by GEOID03.
 SQ0090
 SQ0090.The dynamic height is computed by dividing the NAVD 88
 SQ0090.geopotential number by the normal gravity value computed on the
 SQ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0090.degrees latitude (g = 980.6199 gals.).
 SQ0090
 SQ0090.The modeled gravity was interpolated from observed gravity values.
 SQ0090
 SQ0090;                    North         East    Units  Estimated Accuracy
 SQ0090;SPC MT       -   346,910.      836,620.      MT  (+/- 180 meters Scaled)
 SQ0090
 SQ0090                          SUPERSEDED SURVEY CONTROL
 SQ0090
 SQ0090  NGVD 29 (??/??/92)  727.646  (m)         2387.29   (f) ADJ UNCH    2 0
 SQ0090
 SQ0090.Superseded values are not recommended for survey control.
 SQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0090.See file dsdata.txt to determine how the superseded data were derived.
 SQ0090
 SQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN967426(NAD 83)
 SQ0090_MARKER: DB = BENCH MARK DISK
 SQ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0090+STABILITY: SURFACE MOTION
 SQ0090
 SQ0090  HISTORY     - Date     Condition        Report By
 SQ0090  HISTORY     - 1934     MONUMENTED       CGS
 SQ0090  HISTORY     - 1967     GOOD             USGS
 SQ0090
 SQ0090                          STATION DESCRIPTION
 SQ0090
 SQ0090'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SQ0090'26.2 MI E FROM JORDEN.
 SQ0090'TO REACH FROM THE POST OFFICE IN JORDEN, MONTANA, GO EAST ON STATE
 SQ0090'HIGHWAY 20 FOR 26.2 MILES TO A COUNTY ROAD CROSSING, TURN RIGHT AND GO
 SQ0090'FOR 0.9 MILE TO STATION ON THE LEFT.  MARK IS 90 FT E OF ROAD, 112
 SQ0090'FEET NORTH OF EAST-WEST FENCE LINE AND IS AT THE EAST EDGE OF OLD
 SQ0090'ABANDONED ROAD.  MARK PROJECTS 0.9 FOOT ABOVE GROUND AND IS LEANING AT
 SQ0090'ABOVE AN 8-DEGREE ANGLE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0120 ***********************************************************************
 SP0120  DESIGNATION -  E 84
 SP0120  PID         -  SP0120
 SP0120  STATE/COUNTY-  MT/MCCONE
 SP0120  USGS QUAD   -  GADY COULEE (1983)
 SP0120
 SP0120                         *CURRENT SURVEY CONTROL
 SP0120  ___________________________________________________________________
 SP0120* NAD 83(1986)-  47 54 06.     (N)    105 29 49.     (W)     SCALED    
 SP0120* NAVD 88     -       740.633  (meters)    2429.89   (feet)  ADJUSTED  
 SP0120  ___________________________________________________________________
 SP0120  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SP0120  DYNAMIC HT  -         740.691 (meters)    2430.08  (feet)  COMP
 SP0120  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 SP0120
 SP0120  VERT ORDER  -  SECOND    CLASS 0
 SP0120
 SP0120.The horizontal coordinates were scaled from a topographic map and have
 SP0120.an estimated accuracy of +/- 6 seconds.
 SP0120
 SP0120.The orthometric height was determined by differential leveling
 SP0120.and adjusted by the National Geodetic Survey in June 1991..
 SP0120
 SP0120.The geoid height was determined by GEOID03.
 SP0120
 SP0120.The dynamic height is computed by dividing the NAVD 88
 SP0120.geopotential number by the normal gravity value computed on the
 SP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0120.degrees latitude (g = 980.6199 gals.).
 SP0120
 SP0120.The modeled gravity was interpolated from observed gravity values.
 SP0120
 SP0120;                    North         East    Units  Estimated Accuracy
 SP0120;SPC MT       -   413,410.      899,020.      MT  (+/- 180 meters Scaled)
 SP0120
 SP0120                          SUPERSEDED SURVEY CONTROL
 SP0120
 SP0120  NGVD 29 (??/??/92)  740.036  (m)         2427.93   (f) ADJ UNCH    2 0
 SP0120
 SP0120.Superseded values are not recommended for survey control.
 SP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0120.See file dsdata.txt to determine how the superseded data were derived.
 SP0120
 SP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP628054(NAD 83)
 SP0120_MARKER: DB = BENCH MARK DISK
 SP0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0120_STAMPING: E 84 1934
 SP0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0120+STABILITY: SURFACE MOTION
 SP0120
 SP0120  HISTORY     - Date     Condition        Report By
 SP0120  HISTORY     - 1934     MONUMENTED       CGS
 SP0120  HISTORY     - 1941     GOOD             NGS
 SP0120  HISTORY     - 1978     GOOD             USGS
 SP0120
 SP0120                          STATION DESCRIPTION
 SP0120
 SP0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SP0120'16.2 MI S FROM MACON.
 SP0120'IN MCCONE COUNTY, 16.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM MACON,
 SP0120'ROOSEVELT COUNTY, 0.1 MILE SOUTHEAST OF A SCHOOLHOUSE NORTHEAST OF THE
 SP0120'HIGHWAY, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 SP0120'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E
 SP0120'84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0120
 SP0120                          STATION RECOVERY (1978)
 SP0120
 SP0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SP0120'INTERSECTION STATE HWY 13 AND COUNTY RD. 528. INTERSECTION IS 0.3 MI.
 SP0120'SOUTH OF CENTERLINE OF THE BRIDGE OVER MISSOURI RIVER. SOUTH 11.8 MI.
 SP0120'0.3 MI. NORTH OF COUNTY RD. 201. SOUTH 99 FT. AND WEST 49 FT. OF DIM
 SP0120'TRAIL XING., 12.5 FT. LOWER THEN CENTERLINE OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0158 ***********************************************************************
 SQ0158  DESIGNATION -  E 85
 SQ0158  PID         -  SQ0158
 SQ0158  STATE/COUNTY-  MT/GARFIELD
 SQ0158  USGS QUAD   -  COHAGEN SW (1965)
 SQ0158
 SQ0158                         *CURRENT SURVEY CONTROL
 SQ0158  ___________________________________________________________________
 SQ0158* NAD 83(1999)-  47 00 36.21305(N)    106 39 43.90832(W)     ADJUSTED  
 SQ0158* NAVD 88     -       869.415  (meters)    2852.41   (feet)  ADJUSTED  
 SQ0158  ___________________________________________________________________
 SQ0158  X           -  -1,249,405.679 (meters)                     COMP
 SQ0158  Y           -  -4,174,490.892 (meters)                     COMP
 SQ0158  Z           -   4,643,152.066 (meters)                     COMP
 SQ0158  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 SQ0158  ELLIP HEIGHT-         854.00  (meters)          (05/11/01) GPS OBS
 SQ0158  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 SQ0158  DYNAMIC HT  -         869.382 (meters)    2852.30  (feet)  COMP
 SQ0158  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 SQ0158
 SQ0158  HORZ ORDER  -  FIRST
 SQ0158  VERT ORDER  -  SECOND    CLASS 0
 SQ0158  ELLP ORDER  -  FOURTH    CLASS I
 SQ0158
 SQ0158.The horizontal coordinates were established by GPS observations
 SQ0158.and adjusted by the National Geodetic Survey in May 2001..
 SQ0158.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SQ0158.DATUM ITEM on the data sheet items page.
 SQ0158
 SQ0158.The orthometric height was determined by differential leveling
 SQ0158.and adjusted by the National Geodetic Survey in June 1991..
 SQ0158
 SQ0158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SQ0158
 SQ0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0158
 SQ0158.The ellipsoidal height was determined by GPS observations
 SQ0158.and is referenced to NAD 83.
 SQ0158
 SQ0158.The geoid height was determined by GEOID03.
 SQ0158
 SQ0158.The dynamic height is computed by dividing the NAVD 88
 SQ0158.geopotential number by the normal gravity value computed on the
 SQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0158.degrees latitude (g = 980.6199 gals.).
 SQ0158
 SQ0158.The modeled gravity was interpolated from observed gravity values.
 SQ0158
 SQ0158;                    North         East     Units Scale Factor Converg.
 SQ0158;SPC MT       -   310,601.354   815,613.205   MT  0.99939264   +2 04 33.1
 SQ0158;SPC MT       - 1,019,033.31  2,675,896.34   iFT  0.99939264   +2 04 33.1
 SQ0158;UTM  13      - 5,207,622.689   373,655.473   MT  0.99979619   -1 12 57.6
 SQ0158
 SQ0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0158!SPC MT       -   0.99986615  x   0.99939264  =   0.99925887
 SQ0158!UTM  13      -   0.99986615  x   0.99979619  =   0.99966237
 SQ0158
 SQ0158                          SUPERSEDED SURVEY CONTROL
 SQ0158
 SQ0158  NAD 83(1992)-  47 00 36.21267(N)    106 39 43.90888(W) AD(       ) 1
 SQ0158  ELLIP H (12/18/95)  854.11   (m)                       GP(       ) 5 2
 SQ0158  NAVD 88 (12/18/95)  869.41   (m)         2852.4    (f) LEVELING    3  
 SQ0158  NGVD 29 (??/??/92)  868.748  (m)         2850.22   (f) ADJ UNCH    2 0
 SQ0158
 SQ0158.Superseded values are not recommended for survey control.
 SQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0158.See file dsdata.txt to determine how the superseded data were derived.
 SQ0158
 SQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN7365507623(NAD 83)
 SQ0158_MARKER: DB = BENCH MARK DISK
 SQ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0158_STAMPING: E 85 1934
 SQ0158_MARK LOGO: CGS   
 SQ0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 SQ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0158+STABILITY: SURFACE MOTION
 SQ0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SQ0158+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1996
 SQ0158
 SQ0158  HISTORY     - Date     Condition        Report By
 SQ0158  HISTORY     - 1934     MONUMENTED       CGS
 SQ0158  HISTORY     - 1965     GOOD             USGS
 SQ0158  HISTORY     - 19950406 GOOD             MTDOT
 SQ0158  HISTORY     - 19950504 GOOD             MTDOT
 SQ0158  HISTORY     - 19960118 GOOD             MTDOT
 SQ0158
 SQ0158                          STATION DESCRIPTION
 SQ0158
 SQ0158'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0158'3.8 MI SW FROM COHAGEN.
 SQ0158'COHAGEN, 3.8 MILES SW OF, ALONG COUNTY ROAD.  APPROX. 0.5 MILES NE
 SQ0158'ALONG ROAD FROM CATTLE GUARD.  ON TOP OF HILL AT BASE OF BUTTE NORTH
 SQ0158'OF ROAD.  130 FEET SOUTH OF ROCK OUTCROP.  40 FEET NW OF ROAD.  IN TOP
 SQ0158'OF CONCRETE POST, A STANDARD DISC, STAMPED E 85 1934.
 SQ0158
 SQ0158                          STATION RECOVERY (1995)
 SQ0158
 SQ0158'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 SQ0158'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES A NEW
 SQ0158'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED 4.0 MI (6.4 KM) SOUTHWEST
 SQ0158'OF COHAGEN, 3.6 MI (5.8 KM) SOUTH OF STATE HIGHWAY 59, ON THE WEST
 SQ0158'SIDE OF LITTLE DRY ROAD AND AT THE SOUTHEAST SIDE OF A ROCK OUTCROP
 SQ0158'ABOUT 30 FEET (9.1 M) HIGH.  TO REACH FROM THE COHAGEN POST OFFICE, GO
 SQ0158'SOUTHERLY ON STATE HIGHWAY 59 FOR 0.3 MI (0.5 KM) TO LITTLE DRY ROAD
 SQ0158'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE GRAVEL ROAD FOR 0.25
 SQ0158'MI (0.40 KM) TO A FORK JUST AFTER PASSING OVER A CATTLE GUARD.  TAKE
 SQ0158'THE LEFT FORK AND GO SOUTHERLY FOR 2.0 MI (3.2 KM) TO A CATTLE GUARD.
 SQ0158'CONTINUE SOUTHERLY ON THE GRAVEL ROAD FOR 1.3 MI (2.1 KM) TO THE
 SQ0158'STATION ON THE RIGHT.  THE STATION IS 150.0 FT (45.7 M) SOUTHEAST OF
 SQ0158'THE BASE OF A SMALL ROCK BUTTE AND 41.0 FT (12.5 M) NORTHWEST OF THE
 SQ0158'CENTER OF THE ROAD.
 SQ0158
 SQ0158                          STATION RECOVERY (1995)
 SQ0158
 SQ0158'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 SQ0158'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION HAS BEEN
 SQ0158'OCCUPIED WITH GPS AND SUBMITTED TO NGS.  DUE TO CHANGES A NEW
 SQ0158'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED 4.0 MI (6.4 KM) SOUTHWEST
 SQ0158'OF COHAGEN, 3.6 MI (5.8 KM) SOUTH OF STATE HIGHWAY 59, ON THE WEST
 SQ0158'SIDE OF LITTLE DRY ROAD AND AT THE SOUTHEAST SIDE OF A LARGE ROCK
 SQ0158'OUTCROP.  TO REACH FROM THE COHAGEN POST OFFICE, GO SOUTHERLY ON STATE
 SQ0158'HIGHWAY 59 FOR 0.3 MI (0.5 KM) TO LITTLE DRY ROAD ON THE RIGHT.  TURN
 SQ0158'RIGHT AND GO SOUTHWEST ON THE GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO A
 SQ0158'FORK JUST AFTER PASSING OVER A CATTLE GUARD.  TAKE THE LEFT FORK AND
 SQ0158'GO SOUTHERLY FOR 2.0 MI (3.2 KM) TO A CATTLE GUARD. CONTINUE SOUTH ON
 SQ0158'THE GRAVEL ROAD FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT.  THE
 SQ0158'STATION IS 150.0 FT (45.7 M) SOUTHEAST OF THE BASE OF A SMALL ROCK
 SQ0158'BUTTE AND 41.0 FT (12.5 M) WEST OF THE CENTER OF THE ROAD.
 SQ0158
 SQ0158                          STATION RECOVERY (1996)
 SQ0158
 SQ0158'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 SQ0158'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0136 ***********************************************************************
 RU0136  DESIGNATION -  E 86
 RU0136  PID         -  RU0136
 RU0136  STATE/COUNTY-  MT/ROSEBUD
 RU0136  USGS QUAD   -  FORSYTH (1984)
 RU0136
 RU0136                         *CURRENT SURVEY CONTROL
 RU0136  ___________________________________________________________________
 RU0136* NAD 83(1986)-  46 21 45.     (N)    106 40 28.     (W)     SCALED    
 RU0136* NAVD 88     -       817.151  (meters)    2680.94   (feet)  ADJUSTED  
 RU0136  ___________________________________________________________________
 RU0136  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 RU0136  DYNAMIC HT  -         817.067 (meters)    2680.66  (feet)  COMP
 RU0136  MODELED GRAV-     980,483.6   (mgal)                       NAVD 88
 RU0136
 RU0136  VERT ORDER  -  SECOND    CLASS 0
 RU0136
 RU0136.The horizontal coordinates were scaled from a topographic map and have
 RU0136.an estimated accuracy of +/- 6 seconds.
 RU0136
 RU0136.The orthometric height was determined by differential leveling
 RU0136.and adjusted by the National Geodetic Survey in June 1991..
 RU0136
 RU0136.The geoid height was determined by GEOID03.
 RU0136
 RU0136.The dynamic height is computed by dividing the NAVD 88
 RU0136.geopotential number by the normal gravity value computed on the
 RU0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0136.degrees latitude (g = 980.6199 gals.).
 RU0136
 RU0136.The modeled gravity was interpolated from observed gravity values.
 RU0136
 RU0136;                    North         East    Units  Estimated Accuracy
 RU0136;SPC MT       -   238,670.      817,280.      MT  (+/- 180 meters Scaled)
 RU0136
 RU0136                          SUPERSEDED SURVEY CONTROL
 RU0136
 RU0136  NGVD 29 (??/??/92)  816.487  (m)         2678.76   (f) ADJ UNCH    2 0
 RU0136
 RU0136.Superseded values are not recommended for survey control.
 RU0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0136.See file dsdata.txt to determine how the superseded data were derived.
 RU0136
 RU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM711356(NAD 83)
 RU0136_MARKER: DB = BENCH MARK DISK
 RU0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0136_STAMPING: E 86 1934
 RU0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0136+STABILITY: SURFACE MOTION
 RU0136
 RU0136  HISTORY     - Date     Condition        Report By
 RU0136  HISTORY     - 1934     MONUMENTED       CGS
 RU0136  HISTORY     - 1937     GOOD             NGS
 RU0136
 RU0136                          STATION DESCRIPTION
 RU0136
 RU0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0136'8.5 MI N FROM FORSYTH.
 RU0136'8.5 MILES NORTH ALONG THE COHAGEN ROAD FROM FORSYTH, ROSEBUD COUNTY,
 RU0136'0.2 MILE NORTH OF A BRIDGE OVER A DRY WASH, AND 52 FEET EAST OF THE
 RU0136'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 86 1934 AND SET IN
 RU0136'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0019 ***********************************************************************
 RU0019  DESIGNATION -  E 87
 RU0019  PID         -  RU0019
 RU0019  STATE/COUNTY-  MT/GARFIELD
 RU0019  USGS QUAD   -  HILLSIDE (1965)
 RU0019
 RU0019                         *CURRENT SURVEY CONTROL
 RU0019  ___________________________________________________________________
 RU0019* NAD 83(1986)-  46 54 46.     (N)    106 24 07.     (W)     SCALED    
 RU0019* NAVD 88     -       856.124  (meters)    2808.80   (feet)  ADJUSTED  
 RU0019  ___________________________________________________________________
 RU0019  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 RU0019  DYNAMIC HT  -         856.082 (meters)    2808.66  (feet)  COMP
 RU0019  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 RU0019
 RU0019  VERT ORDER  -  SECOND    CLASS 0
 RU0019
 RU0019.The horizontal coordinates were scaled from a topographic map and have
 RU0019.an estimated accuracy of +/- 6 seconds.
 RU0019
 RU0019.The orthometric height was determined by differential leveling
 RU0019.and adjusted by the National Geodetic Survey in June 1991..
 RU0019
 RU0019.The geoid height was determined by GEOID03.
 RU0019
 RU0019.The dynamic height is computed by dividing the NAVD 88
 RU0019.geopotential number by the normal gravity value computed on the
 RU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0019.degrees latitude (g = 980.6199 gals.).
 RU0019
 RU0019.The modeled gravity was interpolated from observed gravity values.
 RU0019
 RU0019;                    North         East    Units  Estimated Accuracy
 RU0019;SPC MT       -   300,550.      835,800.      MT  (+/- 180 meters Scaled)
 RU0019
 RU0019                          SUPERSEDED SURVEY CONTROL
 RU0019
 RU0019.No superseded survey control is available for this station.
 RU0019
 RU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM932964(NAD 83)
 RU0019_MARKER: DB = BENCH MARK DISK
 RU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0019_STAMPING: E 87 1934
 RU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0019+STABILITY: SURFACE MOTION
 RU0019
 RU0019  HISTORY     - Date     Condition        Report By
 RU0019  HISTORY     - 1934     MONUMENTED       CGS
 RU0019  HISTORY     - 1938     GOOD             NGS
 RU0019
 RU0019                          STATION DESCRIPTION
 RU0019
 RU0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RU0019'10.3 MI NW FROM ROCK SPRINGS.
 RU0019'IN GARFIELD COUNTY, 10.3 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM
 RU0019'ROCK SPRINGS, ROSEBUD COUNTY, 150 YARDS NORTH OF A FARMHOUSE, 60 FEET
 RU0019'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 38 FEET NORTHWEST OF A
 RU0019'GATE, AND 4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK
 RU0019'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0034 ***********************************************************************
 SQ0034  DESIGNATION -  E 88
 SQ0034  PID         -  SQ0034
 SQ0034  STATE/COUNTY-  MT/GARFIELD
 SQ0034  USGS QUAD   -  ASH CREEK WEST (1972)
 SQ0034
 SQ0034                         *CURRENT SURVEY CONTROL
 SQ0034  ___________________________________________________________________
 SQ0034* NAD 83(1986)-  47 44 15.     (N)    106 26 37.     (W)     SCALED    
 SQ0034* NAVD 88     -       746.267  (meters)    2448.38   (feet)  ADJUSTED  
 SQ0034  ___________________________________________________________________
 SQ0034  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 SQ0034  DYNAMIC HT  -         746.310 (meters)    2448.52  (feet)  COMP
 SQ0034  MODELED GRAV-     980,645.4   (mgal)                       NAVD 88
 SQ0034
 SQ0034  VERT ORDER  -  SECOND    CLASS 0
 SQ0034
 SQ0034.The horizontal coordinates were scaled from a topographic map and have
 SQ0034.an estimated accuracy of +/- 6 seconds.
 SQ0034
 SQ0034.The orthometric height was determined by differential leveling
 SQ0034.and adjusted by the National Geodetic Survey in June 1991..
 SQ0034
 SQ0034.The geoid height was determined by GEOID03.
 SQ0034
 SQ0034.The dynamic height is computed by dividing the NAVD 88
 SQ0034.geopotential number by the normal gravity value computed on the
 SQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0034.degrees latitude (g = 980.6199 gals.).
 SQ0034
 SQ0034.The modeled gravity was interpolated from observed gravity values.
 SQ0034
 SQ0034;                    North         East    Units  Estimated Accuracy
 SQ0034;SPC MT       -   391,990.      829,060.      MT  (+/- 180 meters Scaled)
 SQ0034
 SQ0034                          SUPERSEDED SURVEY CONTROL
 SQ0034
 SQ0034  NGVD 29 (??/??/92)  745.632  (m)         2446.29   (f) ADJ UNCH    2 0
 SQ0034
 SQ0034.Superseded values are not recommended for survey control.
 SQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0034.See file dsdata.txt to determine how the superseded data were derived.
 SQ0034
 SQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN917881(NAD 83)
 SQ0034_MARKER: DB = BENCH MARK DISK
 SQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0034_STAMPING: E-88 1934
 SQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0034+STABILITY: SURFACE MOTION
 SQ0034
 SQ0034  HISTORY     - Date     Condition        Report By
 SQ0034  HISTORY     - 1934     MONUMENTED       CGS
 SQ0034  HISTORY     - 1972     MARK NOT FOUND   USGS
 SQ0034
 SQ0034                          STATION DESCRIPTION
 SQ0034
 SQ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0034'2.6 MI S FROM HAXBY.
 SQ0034'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 22 FROM HAXBY, GARFIELD
 SQ0034'COUNTY, ABOUT 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 3
 SQ0034'FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED E 88 1934 AND SET IN
 SQ0034'THE TOP OF A CONCRETE POST.
 SQ0034
 SQ0034                          STATION RECOVERY (1972)
 SQ0034
 SQ0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SQ0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0066 ***********************************************************************
 SR0066  DESIGNATION -  E 89
 SR0066  PID         -  SR0066
 SR0066  STATE/COUNTY-  MT/PETROLEUM
 SR0066  USGS QUAD   -  INGALS DAM (1986)
 SR0066
 SR0066                         *CURRENT SURVEY CONTROL
 SR0066  ___________________________________________________________________
 SR0066* NAD 83(1986)-  47 00 43.     (N)    108 10 35.     (W)     SCALED    
 SR0066* NAVD 88     -       856.806  (meters)    2811.04   (feet)  ADJUSTED  
 SR0066  ___________________________________________________________________
 SR0066  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SR0066  DYNAMIC HT  -         856.775 (meters)    2810.94  (feet)  COMP
 SR0066  MODELED GRAV-     980,547.6   (mgal)                       NAVD 88
 SR0066
 SR0066  VERT ORDER  -  SECOND    CLASS 0
 SR0066
 SR0066.The horizontal coordinates were scaled from a topographic map and have
 SR0066.an estimated accuracy of +/- 6 seconds.
 SR0066
 SR0066.The orthometric height was determined by differential leveling
 SR0066.and adjusted by the National Geodetic Survey in June 1991..
 SR0066
 SR0066.The geoid height was determined by GEOID03.
 SR0066
 SR0066.The dynamic height is computed by dividing the NAVD 88
 SR0066.geopotential number by the normal gravity value computed on the
 SR0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0066.degrees latitude (g = 980.6199 gals.).
 SR0066
 SR0066.The modeled gravity was interpolated from observed gravity values.
 SR0066
 SR0066;                    North         East    Units  Estimated Accuracy
 SR0066;SPC MT       -   307,750.      700,580.      MT  (+/- 180 meters Scaled)
 SR0066
 SR0066                          SUPERSEDED SURVEY CONTROL
 SR0066
 SR0066  NGVD 29 (??/??/92)  856.11   (m)         2808.8    (f) COMPUTED    2 0
 SR0066
 SR0066.Superseded values are not recommended for survey control.
 SR0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0066.See file dsdata.txt to determine how the superseded data were derived.
 SR0066
 SR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT146103(NAD 83)
 SR0066_MARKER: DB = BENCH MARK DISK
 SR0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0066_STAMPING: E 89 1934
 SR0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0066+STABILITY: SURFACE MOTION
 SR0066
 SR0066  HISTORY     - Date     Condition        Report By
 SR0066  HISTORY     - 1934     MONUMENTED       CGS
 SR0066
 SR0066                          STATION DESCRIPTION
 SR0066
 SR0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0066'8.7 MI E FROM WINNETT.
 SR0066'8.7 MILES E OF AND ALONG STAE HWY 18 APPROXIMATELY 0.4 MILE E OF A
 SR0066'GROUP OF BUILDINGS INCLUDING A FARM HOUSE.  50 FT. S OF CENTER OF THE
 SR0066'HIGHWAY.  0.85 MILE W OF THE HIGHWAY BRIDGE OVER BOXELDER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0067 ***********************************************************************
 SR0067  DESIGNATION -  E 89 RESET
 SR0067  PID         -  SR0067
 SR0067  STATE/COUNTY-  MT/PETROLEUM
 SR0067  USGS QUAD   -  INGALS DAM (1986)
 SR0067
 SR0067                         *CURRENT SURVEY CONTROL
 SR0067  ___________________________________________________________________
 SR0067* NAD 83(1986)-  47 00 44.     (N)    108 10 35.     (W)     SCALED    
 SR0067* NAVD 88     -       856.89   (meters)    2811.3    (feet)  RESET     
 SR0067  ___________________________________________________________________
 SR0067  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SR0067
 SR0067  VERT ORDER  -  THIRD
 SR0067
 SR0067.The horizontal coordinates were scaled from a topographic map and have
 SR0067.an estimated accuracy of +/- 6 seconds.
 SR0067
 SR0067.The orthometric height was computed from unverified reset data.
 SR0067.No vertical observational check was made to the station.
 SR0067
 SR0067.The geoid height was determined by GEOID03.
 SR0067
 SR0067;                    North         East    Units  Estimated Accuracy
 SR0067;SPC MT       -   307,790.      700,580.      MT  (+/- 180 meters Scaled)
 SR0067
 SR0067                          SUPERSEDED SURVEY CONTROL
 SR0067
 SR0067  NGVD 29 (??/??/??)  856.20   (m)         2809.0    (f) RESET       3  
 SR0067
 SR0067.Superseded values are not recommended for survey control.
 SR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0067.See file dsdata.txt to determine how the superseded data were derived.
 SR0067
 SR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT146103(NAD 83)
 SR0067_MARKER: DB = BENCH MARK DISK
 SR0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0067_STAMPING: E 89 RESET 1954
 SR0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0067+STABILITY: SURFACE MOTION
 SR0067
 SR0067  HISTORY     - Date     Condition        Report By
 SR0067  HISTORY     - 1954     MONUMENTED       MTDH
 SR0067  HISTORY     - 1979     GOOD             USGS
 SR0067
 SR0067                          STATION DESCRIPTION
 SR0067
 SR0067'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1954
 SR0067'8.7 MI E FROM WINNETT.
 SR0067'8.7 MILES EAST ALONG STATE HIGHWAY 18 FROM WINNETT, 0.9 MILE WEST OF
 SR0067'THE BRIDGE OVER BOXELDER CREEK, 0.4 MILE EAST OF A GROUP OF FARM
 SR0067'BUILDINGS, AND 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AT
 SR0067'SURVEY STATION 1669+28.  A STANDARD DISK, STAMPED E 89 RESET 1954 AND
 SR0067'SET IN THE TOP OF A CONCRETE POST.
 SR0067
 SR0067                          STATION RECOVERY (1979)
 SR0067
 SR0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0067'FROM JUNCTION OF HWYS 244 AND 200, GO APPROX. 8.6 MI EAST APPROX. 1.0
 SR0067'MI WEST AT BRIDGE ON BOX ELDER CREEK. APPROX. 79 FT S FROM CENTERLINE
 SR0067'OF HWY. A STANDARD DISK STAMPED E89 RESET 1954 AND SET IN THE TOP OF
 SR0067'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0255 ***********************************************************************
 RW0255  DESIGNATION -  E 9
 RW0255  PID         -  RW0255
 RW0255  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0255  USGS QUAD   -  EAST HELENA (1985)
 RW0255
 RW0255                         *CURRENT SURVEY CONTROL
 RW0255  ___________________________________________________________________
 RW0255* NAD 83(1986)-  46 34 53.     (N)    111 55 24.     (W)     SCALED    
 RW0255* NAVD 88     -      1198.844  (meters)    3933.21   (feet)  ADJUSTED  
 RW0255  ___________________________________________________________________
 RW0255  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RW0255  DYNAMIC HT  -        1198.579 (meters)    3932.34  (feet)  COMP
 RW0255  MODELED GRAV-     980,352.4   (mgal)                       NAVD 88
 RW0255
 RW0255  VERT ORDER  -  FIRST     CLASS II
 RW0255
 RW0255.The horizontal coordinates were scaled from a topographic map and have
 RW0255.an estimated accuracy of +/- 6 seconds.
 RW0255
 RW0255.The orthometric height was determined by differential leveling
 RW0255.and adjusted by the National Geodetic Survey in June 1991..
 RW0255.WARNING-Repeat measurements at this control monument indicate possible
 RW0255.vertical movement.
 RW0255
 RW0255.The geoid height was determined by GEOID03.
 RW0255
 RW0255.The dynamic height is computed by dividing the NAVD 88
 RW0255.geopotential number by the normal gravity value computed on the
 RW0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0255.degrees latitude (g = 980.6199 gals.).
 RW0255
 RW0255.The modeled gravity was interpolated from observed gravity values.
 RW0255
 RW0255;                    North         East    Units  Estimated Accuracy
 RW0255;SPC MT       -   261,940.      414,390.      MT  (+/- 180 meters Scaled)
 RW0255
 RW0255                          SUPERSEDED SURVEY CONTROL
 RW0255
 RW0255  NGVD 29 (??/??/92) 1197.793  (m)         3929.76   (f) ADJ UNCH    1 2
 RW0255
 RW0255.Superseded values are not recommended for survey control.
 RW0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0255.See file dsdata.txt to determine how the superseded data were derived.
 RW0255
 RW0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS292590(NAD 83)
 RW0255_MARKER: DB = BENCH MARK DISK
 RW0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0255_SP_SET: PILLAR
 RW0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0255
 RW0255  HISTORY     - Date     Condition        Report By
 RW0255  HISTORY     - UNK      MONUMENTED       CGS
 RW0255  HISTORY     - 1962     GOOD             NGS
 RW0255
 RW0255                          STATION DESCRIPTION
 RW0255
 RW0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0255'IN EAST HELENA.
 RW0255'AT EAST HELENA, AT THE AMERICAN SMELTER AND REFINING COMPANY, 2 1/2
 RW0255'POLES NORTHWEST OF MILEPOLE 219, SET VERTICALLY IN THE SECOND BRICK
 RW0255'PILLAR NORTHWEST OF THE SOUTH CORNER OF THE BRICK BAG HOUSE NO. 1, 5
 RW0255'FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET NORTHWEST OF THE SOUTH
 RW0255'CORNER OF THE BUILDING, 22 FEET NORTHEAST OF A HIGH BOARD FENCE, AND
 RW0255'ABOUT 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0524 ***********************************************************************
 SR0524  DESIGNATION -  E 9 K RM 1
 SR0524  PID         -  SR0524
 SR0524  STATE/COUNTY-  MT/FERGUS
 SR0524  USGS QUAD   -  HILGER NW (1985)
 SR0524
 SR0524                         *CURRENT SURVEY CONTROL
 SR0524  ___________________________________________________________________
 SR0524* NAD 83(1986)-  47 23 19.     (N)    109 29 55.     (W)     SCALED    
 SR0524* NAVD 88     -      1145.018  (meters)    3756.61   (feet)  ADJUSTED  
 SR0524  ___________________________________________________________________
 SR0524  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SR0524  DYNAMIC HT  -        1144.946 (meters)    3756.38  (feet)  COMP
 SR0524  MODELED GRAV-     980,510.2   (mgal)                       NAVD 88
 SR0524
 SR0524  VERT ORDER  -  SECOND    CLASS 0
 SR0524
 SR0524.The horizontal coordinates were scaled from a topographic map and have
 SR0524.an estimated accuracy of +/- 6 seconds.
 SR0524
 SR0524.The orthometric height was determined by differential leveling
 SR0524.and adjusted by the National Geodetic Survey in June 1991..
 SR0524
 SR0524.The geoid height was determined by GEOID03.
 SR0524
 SR0524.The dynamic height is computed by dividing the NAVD 88
 SR0524.geopotential number by the normal gravity value computed on the
 SR0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0524.degrees latitude (g = 980.6199 gals.).
 SR0524
 SR0524.The modeled gravity was interpolated from observed gravity values.
 SR0524
 SR0524;                    North         East    Units  Estimated Accuracy
 SR0524;SPC MT       -   348,760.      600,110.      MT  (+/- 180 meters Scaled)
 SR0524
 SR0524                          SUPERSEDED SURVEY CONTROL
 SR0524
 SR0524  NGVD 29 (??/??/92) 1144.183  (m)         3753.87   (f) ADJ UNCH    2 0
 SR0524
 SR0524.Superseded values are not recommended for survey control.
 SR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0524.See file dsdata.txt to determine how the superseded data were derived.
 SR0524
 SR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT133494(NAD 83)
 SR0524_MARKER: DR = REFERENCE MARK DISK
 SR0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0524_STAMPING: E 9 K NO 1 1961
 SR0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0524+STABILITY: SURFACE MOTION
 SR0524
 SR0524  HISTORY     - Date     Condition        Report By
 SR0524  HISTORY     - 1961     MONUMENTED       CGS
 SR0524
 SR0524                          STATION DESCRIPTION
 SR0524
 SR0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0524'14.35 MI SW FROM SUFFOLK.
 SR0524'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0524'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0524'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 7.45 MILES SOUTH
 SR0524'ALONG A GRAVELED ROAD TO THE CREST OF A HILL, THENCE 0.35 MILE
 SR0524'SOUTHWEST ALONG A DIM TRAIL ROAD, IN SECTION 25, T 19 N, R 17 E, ON
 SR0524'THE SOUTH RIM OF A HILL OVERLOOKING A VALLEY AND THE BAR L.C. RANCH,
 SR0524'0.15 MILE SOUTHWEST OF A POWER LINE CROSSING THE DIM TRAIL ROAD, 24.4
 SR0524'FEET NORTH OF E 9 K 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SR0524'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0523 ***********************************************************************
 SR0523  DESIGNATION -  E 9 K RM 2
 SR0523  PID         -  SR0523
 SR0523  STATE/COUNTY-  MT/FERGUS
 SR0523  USGS QUAD   -  HILGER NW (1985)
 SR0523
 SR0523                         *CURRENT SURVEY CONTROL
 SR0523  ___________________________________________________________________
 SR0523* NAD 83(1986)-  47 23 19.     (N)    109 29 55.     (W)     SCALED    
 SR0523* NAVD 88     -      1144.970  (meters)    3756.46   (feet)  ADJUSTED  
 SR0523  ___________________________________________________________________
 SR0523  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SR0523  DYNAMIC HT  -        1144.898 (meters)    3756.22  (feet)  COMP
 SR0523  MODELED GRAV-     980,510.2   (mgal)                       NAVD 88
 SR0523
 SR0523  VERT ORDER  -  SECOND    CLASS 0
 SR0523
 SR0523.The horizontal coordinates were scaled from a topographic map and have
 SR0523.an estimated accuracy of +/- 6 seconds.
 SR0523
 SR0523.The orthometric height was determined by differential leveling
 SR0523.and adjusted by the National Geodetic Survey in June 1991..
 SR0523
 SR0523.The geoid height was determined by GEOID03.
 SR0523
 SR0523.The dynamic height is computed by dividing the NAVD 88
 SR0523.geopotential number by the normal gravity value computed on the
 SR0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0523.degrees latitude (g = 980.6199 gals.).
 SR0523
 SR0523.The modeled gravity was interpolated from observed gravity values.
 SR0523
 SR0523;                    North         East    Units  Estimated Accuracy
 SR0523;SPC MT       -   348,760.      600,110.      MT  (+/- 180 meters Scaled)
 SR0523
 SR0523                          SUPERSEDED SURVEY CONTROL
 SR0523
 SR0523  NGVD 29 (??/??/92) 1144.135  (m)         3753.72   (f) ADJ UNCH    2 0
 SR0523
 SR0523.Superseded values are not recommended for survey control.
 SR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0523.See file dsdata.txt to determine how the superseded data were derived.
 SR0523
 SR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT133494(NAD 83)
 SR0523_MARKER: DR = REFERENCE MARK DISK
 SR0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0523_STAMPING: E 9 K NO 2 1961
 SR0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0523+STABILITY: SURFACE MOTION
 SR0523
 SR0523  HISTORY     - Date     Condition        Report By
 SR0523  HISTORY     - 1961     MONUMENTED       CGS
 SR0523
 SR0523                          STATION DESCRIPTION
 SR0523
 SR0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0523'14.35 MI SW FROM SUFFOLK.
 SR0523'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0523'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0523'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 7.45 MILES SOUTH
 SR0523'ALONG A GRAVELED ROAD TO THE CREST OF A HILL, THENCE 0.35 MILE
 SR0523'SOUTHWEST ALONG A DIM TRAIL ROAD, IN SECTION 25, T 19 N, R 17 E, ON
 SR0523'THE SOUTH RIM OF A HILL OVERLOOKING A VALLEY AND THE BAR L.C. RANCH,
 SR0523'0.15 MILE SOUTHWEST OF A POWER LINE CROSSING THE DIM TRAIL ROAD, 25.5
 SR0523'FEET SOUTHEAST OF E 9 K 1961, AND SET IN THE TOP OF A CONCRETE POST
 SR0523'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0527 ***********************************************************************
 SR0527  DESIGNATION -  E 9 L
 SR0527  PID         -  SR0527
 SR0527  STATE/COUNTY-  MT/FERGUS
 SR0527  USGS QUAD   -  HILGER NW (1985)
 SR0527
 SR0527                         *CURRENT SURVEY CONTROL
 SR0527  ___________________________________________________________________
 SR0527* NAD 83(1986)-  47 23 02.     (N)    109 29 39.     (W)     SCALED    
 SR0527* NAVD 88     -      1108.946  (meters)    3638.27   (feet)  ADJUSTED  
 SR0527  ___________________________________________________________________
 SR0527  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 SR0527  DYNAMIC HT  -        1108.874 (meters)    3638.03  (feet)  COMP
 SR0527  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 SR0527
 SR0527  VERT ORDER  -  SECOND    CLASS 0
 SR0527
 SR0527.The horizontal coordinates were scaled from a topographic map and have
 SR0527.an estimated accuracy of +/- 6 seconds.
 SR0527
 SR0527.The orthometric height was determined by differential leveling
 SR0527.and adjusted by the National Geodetic Survey in June 1991..
 SR0527
 SR0527.The geoid height was determined by GEOID03.
 SR0527
 SR0527.The dynamic height is computed by dividing the NAVD 88
 SR0527.geopotential number by the normal gravity value computed on the
 SR0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0527.degrees latitude (g = 980.6199 gals.).
 SR0527
 SR0527.The modeled gravity was interpolated from observed gravity values.
 SR0527
 SR0527;                    North         East    Units  Estimated Accuracy
 SR0527;SPC MT       -   348,230.      600,440.      MT  (+/- 180 meters Scaled)
 SR0527
 SR0527                          SUPERSEDED SURVEY CONTROL
 SR0527
 SR0527  NGVD 29 (??/??/92) 1108.106  (m)         3635.51   (f) ADJ UNCH    2 0
 SR0527
 SR0527.Superseded values are not recommended for survey control.
 SR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0527.See file dsdata.txt to determine how the superseded data were derived.
 SR0527
 SR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT136489(NAD 83)
 SR0527_MARKER: DS = TRIANGULATION STATION DISK
 SR0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0527_STAMPING: E 9 L 1961
 SR0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0527+STABILITY: SURFACE MOTION
 SR0527
 SR0527  HISTORY     - Date     Condition        Report By
 SR0527  HISTORY     - 1961     MONUMENTED       CGS
 SR0527
 SR0527                          STATION DESCRIPTION
 SR0527
 SR0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0527'14.35 MI SW FROM SUFFOLK.
 SR0527'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0527'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0527'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 7.8 MILES SOUTH
 SR0527'ALONG A GRAVELED ROAD, IN SECTION 25, T 19 N, R 17 E, 0.3 MILE
 SR0527'NORTHWEST OF THE BAR L.C. RANCH BUILDINGS, 630 FEET WEST OF THE CENTER
 SR0527'LINE OF THE ROAD, ON THE CREST OF A KNOLL IN THE CENTER OF A FIELD,
 SR0527'397 FEET NORTH OF A FENCE, 210.0 FEET SOUTHWEST OF E 9 L R.M. 1, 210
 SR0527'FEET SOUTHWEST OF A POWER POLE BRACED BY A GUY WIRE, 56.5 FEET NORTH
 SR0527'OF E 9 L R.M. 2, AND SET IN THE TOP OF A CONCRETE POST 15 INCHES BELOW
 SR0527'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0525 ***********************************************************************
 SR0525  DESIGNATION -  E 9 L RM 1
 SR0525  PID         -  SR0525
 SR0525  STATE/COUNTY-  MT/FERGUS
 SR0525  USGS QUAD   -  HILGER NW (1985)
 SR0525
 SR0525                         *CURRENT SURVEY CONTROL
 SR0525  ___________________________________________________________________
 SR0525* NAD 83(1986)-  47 23 03.     (N)    109 29 38.     (W)     SCALED    
 SR0525* NAVD 88     -      1106.972  (meters)    3631.79   (feet)  ADJUSTED  
 SR0525  ___________________________________________________________________
 SR0525  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 SR0525  DYNAMIC HT  -        1106.900 (meters)    3631.55  (feet)  COMP
 SR0525  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 SR0525
 SR0525  VERT ORDER  -  SECOND    CLASS 0
 SR0525
 SR0525.The horizontal coordinates were scaled from a topographic map and have
 SR0525.an estimated accuracy of +/- 6 seconds.
 SR0525
 SR0525.The orthometric height was determined by differential leveling
 SR0525.and adjusted by the National Geodetic Survey in June 1991..
 SR0525
 SR0525.The geoid height was determined by GEOID03.
 SR0525
 SR0525.The dynamic height is computed by dividing the NAVD 88
 SR0525.geopotential number by the normal gravity value computed on the
 SR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0525.degrees latitude (g = 980.6199 gals.).
 SR0525
 SR0525.The modeled gravity was interpolated from observed gravity values.
 SR0525
 SR0525;                    North         East    Units  Estimated Accuracy
 SR0525;SPC MT       -   348,260.      600,460.      MT  (+/- 180 meters Scaled)
 SR0525
 SR0525                          SUPERSEDED SURVEY CONTROL
 SR0525
 SR0525  NGVD 29 (??/??/92) 1106.132  (m)         3629.03   (f) ADJ UNCH    2 0
 SR0525
 SR0525.Superseded values are not recommended for survey control.
 SR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0525.See file dsdata.txt to determine how the superseded data were derived.
 SR0525
 SR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT136489(NAD 83)
 SR0525_MARKER: DR = REFERENCE MARK DISK
 SR0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0525_STAMPING: E 9 L NO 1 1961
 SR0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0525+STABILITY: SURFACE MOTION
 SR0525
 SR0525  HISTORY     - Date     Condition        Report By
 SR0525  HISTORY     - 1961     MONUMENTED       CGS
 SR0525
 SR0525                          STATION DESCRIPTION
 SR0525
 SR0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0525'14.35 MI SW FROM SUFFOLK.
 SR0525'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0525'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0525'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 7.8 MILES SOUTH
 SR0525'ALONG A GRAVELED ROAD, IN SECTION 25, T 19 N, R 17 E, 0.3 MILE
 SR0525'NORTHWEST OF THE BAR L.C. RANCH BUILDINGS, 420 FEET WEST OF THE CENTER
 SR0525'LINE OF THE ROAD, 210 FEET NORTHEAST OF E 9 L 1961, IN LINE WITH A ROW
 SR0525'OF POWER POLES, 2 1/2 FEET SOUTHEAST OF A POWER POLE BRACED BY 2 GUY
 SR0525'WIRES, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0526 ***********************************************************************
 SR0526  DESIGNATION -  E 9 L RM 2
 SR0526  PID         -  SR0526
 SR0526  STATE/COUNTY-  MT/FERGUS
 SR0526  USGS QUAD   -  HILGER NW (1985)
 SR0526
 SR0526                         *CURRENT SURVEY CONTROL
 SR0526  ___________________________________________________________________
 SR0526* NAD 83(1986)-  47 23 02.     (N)    109 29 39.     (W)     SCALED    
 SR0526* NAVD 88     -      1107.498  (meters)    3633.52   (feet)  ADJUSTED  
 SR0526  ___________________________________________________________________
 SR0526  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 SR0526  DYNAMIC HT  -        1107.426 (meters)    3633.28  (feet)  COMP
 SR0526  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 SR0526
 SR0526  VERT ORDER  -  SECOND    CLASS 0
 SR0526
 SR0526.The horizontal coordinates were scaled from a topographic map and have
 SR0526.an estimated accuracy of +/- 6 seconds.
 SR0526
 SR0526.The orthometric height was determined by differential leveling
 SR0526.and adjusted by the National Geodetic Survey in June 1991..
 SR0526
 SR0526.The geoid height was determined by GEOID03.
 SR0526
 SR0526.The dynamic height is computed by dividing the NAVD 88
 SR0526.geopotential number by the normal gravity value computed on the
 SR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0526.degrees latitude (g = 980.6199 gals.).
 SR0526
 SR0526.The modeled gravity was interpolated from observed gravity values.
 SR0526
 SR0526;                    North         East    Units  Estimated Accuracy
 SR0526;SPC MT       -   348,230.      600,440.      MT  (+/- 180 meters Scaled)
 SR0526
 SR0526                          SUPERSEDED SURVEY CONTROL
 SR0526
 SR0526  NGVD 29 (??/??/92) 1106.657  (m)         3630.76   (f) ADJ UNCH    2 0
 SR0526
 SR0526.Superseded values are not recommended for survey control.
 SR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0526.See file dsdata.txt to determine how the superseded data were derived.
 SR0526
 SR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT136489(NAD 83)
 SR0526_MARKER: DR = REFERENCE MARK DISK
 SR0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0526_STAMPING: E 9 L NO 2 1961
 SR0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0526+STABILITY: SURFACE MOTION
 SR0526
 SR0526  HISTORY     - Date     Condition        Report By
 SR0526  HISTORY     - 1961     MONUMENTED       CGS
 SR0526  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0526
 SR0526                          STATION DESCRIPTION
 SR0526
 SR0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0526'14.35 MI SW FROM SUFFOLK.
 SR0526'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0526'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0526'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 7.8 MILE SOUTH
 SR0526'ALONG A GRAVELED ROAD, IN SECTION 25, T 19 N, R 17 E, 0.3 MILE
 SR0526'NORTHWEST OF THE BAR L.C. RANCH BUILDINGS, 341 FEET NORTH OF AN
 SR0526'EAST-WEST FENCE, 56.5 FEET SOUTH OF E 9 L 1961, AND SET IN THE TOP OF
 SR0526'A CONCRETE POST 12 INCHES BELOW THE LEVEL OF THE GROUND.
 SR0526
 SR0526                          STATION RECOVERY (1979)
 SR0526
 SR0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0004 ***********************************************************************
 TH0004  DESIGNATION -  E 90
 TH0004  PID         -  TH0004
 TH0004  STATE/COUNTY-  MT/SHERIDAN
 TH0004  USGS QUAD   -  RESERVE (1988)
 TH0004
 TH0004                         *CURRENT SURVEY CONTROL
 TH0004  ___________________________________________________________________
 TH0004* NAD 83(1986)-  48 36 39.     (N)    104 27 42.     (W)     SCALED    
 TH0004* NAVD 88     -       597.935  (meters)    1961.73   (feet)  ADJUSTED  
 TH0004  ___________________________________________________________________
 TH0004  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TH0004  DYNAMIC HT  -         598.035 (meters)    1962.05  (feet)  COMP
 TH0004  MODELED GRAV-     980,758.0   (mgal)                       NAVD 88
 TH0004
 TH0004  VERT ORDER  -  FIRST     CLASS II
 TH0004
 TH0004.The horizontal coordinates were scaled from a topographic map and have
 TH0004.an estimated accuracy of +/- 6 seconds.
 TH0004
 TH0004.The orthometric height was determined by differential leveling
 TH0004.and adjusted by the National Geodetic Survey in June 1991..
 TH0004
 TH0004.The geoid height was determined by GEOID03.
 TH0004
 TH0004.The dynamic height is computed by dividing the NAVD 88
 TH0004.geopotential number by the normal gravity value computed on the
 TH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0004.degrees latitude (g = 980.6199 gals.).
 TH0004
 TH0004.The modeled gravity was interpolated from observed gravity values.
 TH0004
 TH0004;                    North         East    Units  Estimated Accuracy
 TH0004;SPC MT       -   496,540.      971,190.      MT  (+/- 180 meters Scaled)
 TH0004
 TH0004                          SUPERSEDED SURVEY CONTROL
 TH0004
 TH0004  NGVD 29 (??/??/92)  597.350  (m)         1959.81   (f) ADJ UNCH    1 2
 TH0004
 TH0004.Superseded values are not recommended for survey control.
 TH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0004.See file dsdata.txt to determine how the superseded data were derived.
 TH0004
 TH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP396843(NAD 83)
 TH0004_MARKER: DB = BENCH MARK DISK
 TH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0004_STAMPING: E 90 1934
 TH0004_MARK LOGO: CGS   
 TH0004_PROJECTION: PROJECTING 30 CENTIMETERS
 TH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0004+STABILITY: SURFACE MOTION
 TH0004
 TH0004  HISTORY     - Date     Condition        Report By
 TH0004  HISTORY     - 1934     MONUMENTED       CGS
 TH0004  HISTORY     - 1981     GOOD             NGS
 TH0004
 TH0004                          STATION DESCRIPTION
 TH0004
 TH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0004'IN RESERVE.
 TH0004'AT RESERVE, SHERIDAN COUNTY, 350 YARDS NORTH OF THE GREAT NORTHERN
 TH0004'RAILWAY STATION, OPPOSITE MILEPOST 40, 91 FEET WEST OF THE CENTERLINE
 TH0004'OF THE TRACK, AND 11 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 TH0004'DISK, STAMPED E 90 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TH0004
 TH0004                          STATION RECOVERY (1981)
 TH0004
 TH0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0004'IN RESERVE, 0.5 KM (0.3 MI) NORTH OF THE RAILROAD STATION, 0.1 KM
 TH0004'(0.05 MI) NORTH OF TRESSEL NUMBER 39.9, 25.9 METERS (85.0 FT)
 TH0004'WEST-NORTHWEST OF THE NEAR RAIL, 15.1 METERS (49.5 FT) EAST-NORTHEAST
 TH0004'OF THE CENTER OF A DIRT ROAD.
 TH0004'THE MARK IS 3.2 METERS  ENE FROM  A WITNESS POST AND FENCE
 TH0004'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0232 ***********************************************************************
 TJ0232  DESIGNATION -  E 91
 TJ0232  PID         -  TJ0232
 TJ0232  STATE/COUNTY-  MT/VALLEY
 TJ0232  USGS QUAD   -  DRY FORK CREEK (1984)
 TJ0232
 TJ0232                         *CURRENT SURVEY CONTROL
 TJ0232  ___________________________________________________________________
 TJ0232* NAD 83(1986)-  48 31 19.     (N)    106 33 46.     (W)     SCALED    
 TJ0232* NAVD 88     -       829.755  (meters)    2722.29   (feet)  ADJUSTED  
 TJ0232  ___________________________________________________________________
 TJ0232  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0232  DYNAMIC HT  -         829.843 (meters)    2722.58  (feet)  COMP
 TJ0232  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 TJ0232
 TJ0232  VERT ORDER  -  SECOND    CLASS 0
 TJ0232
 TJ0232.The horizontal coordinates were scaled from a topographic map and have
 TJ0232.an estimated accuracy of +/- 6 seconds.
 TJ0232
 TJ0232.The orthometric height was determined by differential leveling
 TJ0232.and adjusted by the National Geodetic Survey in June 1991..
 TJ0232
 TJ0232.The geoid height was determined by GEOID03.
 TJ0232
 TJ0232.The dynamic height is computed by dividing the NAVD 88
 TJ0232.geopotential number by the normal gravity value computed on the
 TJ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0232.degrees latitude (g = 980.6199 gals.).
 TJ0232
 TJ0232.The modeled gravity was interpolated from observed gravity values.
 TJ0232
 TJ0232;                    North         East    Units  Estimated Accuracy
 TJ0232;SPC MT       -   478,780.      816,860.      MT  (+/- 180 meters Scaled)
 TJ0232
 TJ0232                          SUPERSEDED SURVEY CONTROL
 TJ0232
 TJ0232  NGVD 29 (??/??/92)  829.101  (m)         2720.14   (f) ADJ UNCH    2 0
 TJ0232
 TJ0232.Superseded values are not recommended for survey control.
 TJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0232.See file dsdata.txt to determine how the superseded data were derived.
 TJ0232
 TJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP846754(NAD 83)
 TJ0232_MARKER: DB = BENCH MARK DISK
 TJ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0232_STAMPING: E 91 1934
 TJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0232+STABILITY: SURFACE MOTION
 TJ0232
 TJ0232  HISTORY     - Date     Condition        Report By
 TJ0232  HISTORY     - 1934     MONUMENTED       CGS
 TJ0232  HISTORY     - 1973     GOOD             USGS
 TJ0232
 TJ0232                          STATION DESCRIPTION
 TJ0232
 TJ0232'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 TJ0232'25.5 MI N FROM GLASGOW.
 TJ0232'OPHEIM.  25.4 MILES SOUTH OF ALONG STATE HIGHWAY 247.  OR, GLASGOW.
 TJ0232'25.5 MILES NORTH OF ALONG STATE HIGHWAY 247.  0.3 MILE SOUTH OF A
 TJ0232'BRIDGE.  115 FEET SE OF A GATE IN THE ROW FENCE.  51 FEET WEST OF THE
 TJ0232'CENTERLINE OF THE HIGHWAY.  48 FEET SOUTH OF A TRACK ROAD W. 2.0 FEET
 TJ0232'SOUTH OF A CONCRETE ROW MARKER.  A STANDARD US C AND GS BRONZE DISK
 TJ0232'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TJ0232'GROUND.  STAMPED E 91 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0248 ***********************************************************************
 TK0248  DESIGNATION -  E 93
 TK0248  PID         -  TK0248
 TK0248  STATE/COUNTY-  MT/HILL
 TK0248  USGS QUAD   -  LAREDO NE (1984)
 TK0248
 TK0248                         *CURRENT SURVEY CONTROL
 TK0248  ___________________________________________________________________
 TK0248* NAD 83(1986)-  48 28 00.     (N)    109 50 56.     (W)     SCALED    
 TK0248* NAVD 88     -       800.808  (meters)    2627.32   (feet)  POSTED    
 TK0248  ___________________________________________________________________
 TK0248  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 TK0248  DYNAMIC HT  -         800.880 (meters)    2627.55  (feet)  COMP
 TK0248  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 TK0248
 TK0248  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0248
 TK0248.The horizontal coordinates were scaled from a topographic map and have
 TK0248.an estimated accuracy of +/- 6 seconds.
 TK0248
 TK0248.The orthometric height was determined by differential leveling
 TK0248.and adjusted by the National Geodetic Survey in 1992..
 TK0248.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0248.rate of 2.1 thru 3.0 mm/km.
 TK0248
 TK0248.The geoid height was determined by GEOID03.
 TK0248
 TK0248.The dynamic height is computed by dividing the NAVD 88
 TK0248.geopotential number by the normal gravity value computed on the
 TK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0248.degrees latitude (g = 980.6199 gals.).
 TK0248
 TK0248.The modeled gravity was interpolated from observed gravity values.
 TK0248
 TK0248;                    North         East    Units  Estimated Accuracy
 TK0248;SPC MT       -   468,630.      574,210.      MT  (+/- 180 meters Scaled)
 TK0248
 TK0248                          SUPERSEDED SURVEY CONTROL
 TK0248
 TK0248  NGVD 29 (??/??/92)  800.000  (m)         2624.67   (f) ADJ UNCH    2 0
 TK0248
 TK0248.Superseded values are not recommended for survey control.
 TK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0248.See file dsdata.txt to determine how the superseded data were derived.
 TK0248
 TK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU850688(NAD 83)
 TK0248_MARKER: DB = BENCH MARK DISK
 TK0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0248_STAMPING: E 93 1934
 TK0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0248+STABILITY: SURFACE MOTION
 TK0248
 TK0248  HISTORY     - Date     Condition        Report By
 TK0248  HISTORY     - 1934     MONUMENTED       CGS
 TK0248
 TK0248                          STATION DESCRIPTION
 TK0248
 TK0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0248'3.0 MI NE FROM LAREDO.
 TK0248'3.0 MILES NE OF AND ALONG THE G N R R AT A ROAD CROSSING.  ABOUT 235
 TK0248'YARDS N OF MILE POST 8.  49 FEET S OF CENTER OF CROSS ROAD.  49 FEET W
 TK0248'OF CENTER OF TRACK.  2 FEET W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0020 ***********************************************************************
 SS0020  DESIGNATION -  E 94
 SS0020  PID         -  SS0020
 SS0020  STATE/COUNTY-  MT/CHOUTEAU
 SS0020  USGS QUAD   -  STRANAHAN (1953)
 SS0020
 SS0020                         *CURRENT SURVEY CONTROL
 SS0020  ___________________________________________________________________
 SS0020* NAD 83(1986)-  47 58 50.     (N)    110 22 02.     (W)     SCALED    
 SS0020* NAVD 88     -       784.417  (meters)    2573.54   (feet)  ADJUSTED  
 SS0020  ___________________________________________________________________
 SS0020  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 SS0020  DYNAMIC HT  -         784.434 (meters)    2573.60  (feet)  COMP
 SS0020  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 SS0020
 SS0020  VERT ORDER  -  SECOND    CLASS 0
 SS0020
 SS0020.The horizontal coordinates were scaled from a topographic map and have
 SS0020.an estimated accuracy of +/- 6 seconds.
 SS0020
 SS0020.The orthometric height was determined by differential leveling
 SS0020.and adjusted by the National Geodetic Survey in June 1991..
 SS0020
 SS0020.The geoid height was determined by GEOID03.
 SS0020
 SS0020.The dynamic height is computed by dividing the NAVD 88
 SS0020.geopotential number by the normal gravity value computed on the
 SS0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0020.degrees latitude (g = 980.6199 gals.).
 SS0020
 SS0020.The modeled gravity was interpolated from observed gravity values.
 SS0020
 SS0020;                    North         East    Units  Estimated Accuracy
 SS0020;SPC MT       -   414,890.      535,290.      MT  (+/- 180 meters Scaled)
 SS0020
 SS0020                          SUPERSEDED SURVEY CONTROL
 SS0020
 SS0020  NGVD 29 (??/??/92)  783.570  (m)         2570.76   (f) ADJ UNCH    2 0
 SS0020
 SS0020.Superseded values are not recommended for survey control.
 SS0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0020.See file dsdata.txt to determine how the superseded data were derived.
 SS0020
 SS0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU472143(NAD 83)
 SS0020_MARKER: DB = BENCH MARK DISK
 SS0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0020_STAMPING: E 94 1934
 SS0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0020+STABILITY: SURFACE MOTION
 SS0020
 SS0020  HISTORY     - Date     Condition        Report By
 SS0020  HISTORY     - 1934     MONUMENTED       CGS
 SS0020
 SS0020                          STATION DESCRIPTION
 SS0020
 SS0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0020'2.5 MI NE FROM LIPPARD.
 SS0020'2.5 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM LIPPARD,
 SS0020'CHOUTEAU COUNTY, 32 YARDS SOUTHWEST OF THE SOUTH END OF BRIDGE 651, 52
 SS0020'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET WEST OF THE
 SS0020'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 94 1934 AND SET IN THE
 SS0020'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0850 ***********************************************************************
 SR0850  DESIGNATION -  E 95
 SR0850  PID         -  SR0850
 SR0850  STATE/COUNTY-  MT/CHOUTEAU
 SR0850  USGS QUAD   -  PIGTAIL COULEE (1964)
 SR0850
 SR0850                         *CURRENT SURVEY CONTROL
 SR0850  ___________________________________________________________________
 SR0850* NAD 83(1992)-  47 45 15.88116(N)    109 38 21.56325(W)     ADJUSTED  
 SR0850* NAVD 88     -       759.605  (meters)    2492.14   (feet)  ADJUSTED  
 SR0850  ___________________________________________________________________
 SR0850  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 SR0850  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 SR0850  DYNAMIC HT  -         759.628 (meters)    2492.21  (feet)  COMP
 SR0850  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 SR0850
 SR0850  HORZ ORDER  -  SECOND
 SR0850  VERT ORDER  -  SECOND    CLASS 0
 SR0850
 SR0850.The horizontal coordinates were established by classical geodetic methods
 SR0850.and adjusted by the National Geodetic Survey in July 1992..
 SR0850
 SR0850.The orthometric height was determined by differential leveling
 SR0850.and adjusted by the National Geodetic Survey in June 1991..
 SR0850
 SR0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0850
 SR0850.The geoid height was determined by GEOID03.
 SR0850
 SR0850.The dynamic height is computed by dividing the NAVD 88
 SR0850.geopotential number by the normal gravity value computed on the
 SR0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0850.degrees latitude (g = 980.6199 gals.).
 SR0850
 SR0850.The modeled gravity was interpolated from observed gravity values.
 SR0850
 SR0850;                    North         East     Units Scale Factor Converg.
 SR0850;SPC MT       -   389,412.159   589,559.187   MT  0.99947653   -0 06 06.9
 SR0850;SPC MT       - 1,277,598.95  1,934,249.30   iFT  0.99947653   -0 06 06.9
 SR0850;UTM  12      - 5,289,901.156   601,980.261   MT  0.99972780   +1 00 26.5
 SR0850
 SR0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0850!SPC MT       -   0.99988327  x   0.99947653  =   0.99935986
 SR0850!UTM  12      -   0.99988327  x   0.99972780  =   0.99961110
 SR0850
 SR0850|---------------------------------------------------------------------|
 SR0850| PID    Reference Object                     Distance      Geod. Az  |
 SR0850|                                                           dddmmss.s |
 SR0850| CQ5049 E 95 RM 2                            16.950 METERS 17451     |
 SR0850| CQ5047 E 95 AZ MK                                         1793742.1 |
 SR0850| CQ5048 E 95 RM 1                            21.915 METERS 31152     |
 SR0850|---------------------------------------------------------------------|
 SR0850
 SR0850                          SUPERSEDED SURVEY CONTROL
 SR0850
 SR0850  NAD 83(1986)-  47 45 15.87854(N)    109 38 21.54532(W) AD(       ) 2
 SR0850  NAD 27      -  47 45 15.94400(N)    109 38 18.86500(W) AD(       ) 2
 SR0850  NGVD 29 (??/??/92)  758.796  (m)         2489.48   (f) ADJ UNCH    2 0
 SR0850
 SR0850.Superseded values are not recommended for survey control.
 SR0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0850.See file dsdata.txt to determine how the superseded data were derived.
 SR0850
 SR0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT0198089901(NAD 83)
 SR0850_MARKER: DB = BENCH MARK DISK
 SR0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0850_STAMPING: E 95 1934
 SR0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0850+STABILITY: SURFACE MOTION
 SR0850
 SR0850  HISTORY     - Date     Condition        Report By
 SR0850  HISTORY     - 1949     MONUMENTED       CGS
 SR0850  HISTORY     - 1949     GOOD             NGS
 SR0850
 SR0850                          STATION DESCRIPTION
 SR0850
 SR0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR0850'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF THE
 SR0850'NORTH LANDING OF THE PN FERRY ACROSS THE MISSOURI RIVER, ABOUT
 SR0850'5 MILES EAST OF ILIAD, 13 FEET EAST OF THE APPROXIMATE CENTERLINE
 SR0850'OF A TRACK ROAD, 10 FEET SOUTH-SOUTHWEST OF A FENCE CORNER,
 SR0850'AND 6 FEET WEST OF THE WIRE FENCE.
 SR0850'
 SR0850'TO REACH THE STATION FROM THE NORTH LANDING OF THE PN FERRY,
 SR0850'GO FIRST NORTHERLY THEN NORTHWESTERLY ON THE MAIN TRAVELED
 SR0850'GRADED DIRT ROAD FOR 1.15 MILE TO A TRACK ROAD ON THE RIGHT
 SR0850'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  THEN RIGHT,
 SR0850'NORTHERLY, ON THE TRACK ROAD FOR 0.25 MILE TO THE STATION ON
 SR0850'THE RIGHT AS DESCRIBED.
 SR0850'
 SR0850'THE STATION MARK IS A USC AND G SURVEY BENCH MARK DISK STAMPED
 SR0850'E 95 1934 SET IN AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS
 SR0850'2 INCHES.
 SR0850'
 SR0850'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE APPROXIMATE CENTER
 SR0850'OF THE TRACK ROAD, AND 2 FEET SOUTH OF THE WIRE FENCE.  IT
 SR0850'PROJECTS 8 INCHES, AND THE DISK IS STAMPED B.M.E. 95 NO 1 1949.
 SR0850'
 SR0850'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE APPROXIMATE CENTER
 SR0850'OF THE TRACK ROAD, AND 2 FEET WEST OF THE WIRE FENCE.  IT
 SR0850'PROJECTS 4 INCHES, AND THE DISK IS STAMPED B.M.E. 95 NO 2 1949.
 SR0850'
 SR0850'THE AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 46 FEET NORTH
 SR0850'OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, 29 FEET
 SR0850'EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 9 FEET
 SR0850'NORTH OF A FENCE CORNER, AND 2.5 FEET WEST OF A WIRE FENCE.
 SR0850'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED B.M.E. 95 1949.
 SR0850'
 SR0850'THE AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 SR0850'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SR0850'
 SR0850'A 4 FOOT WOODEN STAND AT BENCH MARK E 95 WILL SEE A 4 FOOT
 SR0850'WOODEN STAND AT JUDI, AND PLATEAU (MO. R C).
 SR0850
 SR0850                          STATION RECOVERY (1949)
 SR0850
 SR0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 SR0850'1.6 MI NW FROM JUDITH FERRY.
 SR0850'IN CHOUTEAU COUNTY, 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM
 SR0850'JUDITH, FERGUS COUNTY, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SR0850'AT A FENCE CORNER, 9 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 5 FEET
 SR0850'WEST OF THE T-FENCE.  NOTE-- 1-1/4 MILES NORTHWEST OF THE NORTH
 SR0850'LANDING OF THE PN FERRY ACROSS THE MISSOURI RIVER, 5 MILES EAST OF
 SR0850'ILIAD, 13 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 10 FEET
 SR0850'SOUTH-SOUTHWEST OF A FENCE CORNER, AND 6 FEET WEST OF THE WIRE FENCE.
 SR0850'A STANDARD DISK, STAMPED E 95 1934 AND SET IN THE TOP OF A CONCRETE
 SR0850'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0012 ***********************************************************************
 SS0012  DESIGNATION -  E 96 RESET
 SS0012  PID         -  SS0012
 SS0012  STATE/COUNTY-  MT/CHOUTEAU
 SS0012  USGS QUAD   -  GERALDINE NE (1972)
 SS0012
 SS0012                         *CURRENT SURVEY CONTROL
 SS0012  ___________________________________________________________________
 SS0012* NAD 83(1986)-  47 40 27.     (N)    110 20 20.     (W)     SCALED    
 SS0012* NAVD 88     -       971.08   (meters)    3186.0    (feet)  RESET     
 SS0012  ___________________________________________________________________
 SS0012  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 SS0012
 SS0012  VERT ORDER  -  THIRD
 SS0012
 SS0012.The horizontal coordinates were scaled from a topographic map and have
 SS0012.an estimated accuracy of +/- 6 seconds.
 SS0012
 SS0012.The orthometric height was computed from unverified reset data.
 SS0012
 SS0012.The geoid height was determined by GEOID03.
 SS0012
 SS0012;                    North         East    Units  Estimated Accuracy
 SS0012;SPC MT       -   380,820.      537,040.      MT  (+/- 180 meters Scaled)
 SS0012
 SS0012                          SUPERSEDED SURVEY CONTROL
 SS0012
 SS0012.No superseded survey control is available for this station.
 SS0012
 SS0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT496802(NAD 83)
 SS0012_MARKER: DB = BENCH MARK DISK
 SS0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0012_STAMPING: E 96 1934 RESET 1962
 SS0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0012+STABILITY: SURFACE MOTION
 SS0012
 SS0012  HISTORY     - Date     Condition        Report By
 SS0012  HISTORY     - 1962     MONUMENTED       CGS
 SS0012  HISTORY     - 1972     GOOD             USGS
 SS0012
 SS0012                          STATION DESCRIPTION
 SS0012
 SS0012'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SS0012'6.1 MI NW FROM GERALDINE.
 SS0012'GERALDINE, 6.1 MILES NORTHWEST OF ALONG STATE HIGHWAY 230, T 22 N, R
 SS0012'11 E, IN THE SOUTHWEST QUARTER OF SECTION 9, 90 FEET SOUTHWEST OF HWY
 SS0012'230, 2 FEET NORTHEAST OF THE RIGHT OF WAY FENCE AND 29 FEET SOUTHEAST
 SS0012'ALONG THE R.O.W. FENCE FROM THE JUNCTION WITH A FENCE WEST.  A
 SS0012'STANDARD DISK, STAMPED E 96 1934 RESET 1962 AND SET IN THE TOP OF A
 SS0012'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0132 ***********************************************************************
 TL0132  DESIGNATION -  E 97
 TL0132  PID         -  TL0132
 TL0132  STATE/COUNTY-  MT/CHOUTEAU
 TL0132  USGS QUAD   -  DORNER SCHOOL (1970)
 TL0132
 TL0132                         *CURRENT SURVEY CONTROL
 TL0132  ___________________________________________________________________
 TL0132* NAD 83(1986)-  48 05 58.     (N)    110 54 48.     (W)     SCALED    
 TL0132* NAVD 88     -       995.402  (meters)    3265.75   (feet)  ADJUSTED  
 TL0132  ___________________________________________________________________
 TL0132  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 TL0132  DYNAMIC HT  -         995.421 (meters)    3265.81  (feet)  COMP
 TL0132  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 TL0132
 TL0132  VERT ORDER  -  SECOND    CLASS 0
 TL0132
 TL0132.The horizontal coordinates were scaled from a topographic map and have
 TL0132.an estimated accuracy of +/- 6 seconds.
 TL0132
 TL0132.The orthometric height was determined by differential leveling
 TL0132.and adjusted by the National Geodetic Survey in June 1991..
 TL0132
 TL0132.The geoid height was determined by GEOID03.
 TL0132
 TL0132.The dynamic height is computed by dividing the NAVD 88
 TL0132.geopotential number by the normal gravity value computed on the
 TL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0132.degrees latitude (g = 980.6199 gals.).
 TL0132
 TL0132.The modeled gravity was interpolated from observed gravity values.
 TL0132
 TL0132;                    North         East    Units  Estimated Accuracy
 TL0132;SPC MT       -   428,700.      494,780.      MT  (+/- 180 meters Scaled)
 TL0132
 TL0132                          SUPERSEDED SURVEY CONTROL
 TL0132
 TL0132  NGVD 29 (??/??/92)  994.493  (m)         3262.77   (f) ADJ UNCH    2 0
 TL0132
 TL0132.Superseded values are not recommended for survey control.
 TL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0132.See file dsdata.txt to determine how the superseded data were derived.
 TL0132
 TL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU064273(NAD 83)
 TL0132_MARKER: DB = BENCH MARK DISK
 TL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0132_STAMPING: E 97 1934
 TL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0132+STABILITY: SURFACE MOTION
 TL0132
 TL0132  HISTORY     - Date     Condition        Report By
 TL0132  HISTORY     - 1934     MONUMENTED       CGS
 TL0132  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0132
 TL0132                          STATION DESCRIPTION
 TL0132
 TL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0132'28.2 MI NW FROM FORT BENTON.
 TL0132'28.2 MILES NW OF AND ALONG HWY 15 AT CORNER OF FARM HOUSE YARD.  29
 TL0132'YARDS NE OF NE CORNER OF FARM HOUSE.  61 FEET W OF CENTER OF HIGHWAY.
 TL0132'21 FEET W OF R/W FENCE.
 TL0132
 TL0132                          STATION RECOVERY (1970)
 TL0132
 TL0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0571 ***********************************************************************
 SS0571  DESIGNATION -  E 98
 SS0571  PID         -  SS0571
 SS0571  STATE/COUNTY-  MT/CHOUTEAU
 SS0571  USGS QUAD   -  CARTER (1953)
 SS0571
 SS0571                         *CURRENT SURVEY CONTROL
 SS0571  ___________________________________________________________________
 SS0571* NAD 83(1986)-  47 46 46.     (N)    110 57 22.     (W)     SCALED    
 SS0571* NAVD 88     -       948.606  (meters)    3112.22   (feet)  ADJUSTED  
 SS0571  ___________________________________________________________________
 SS0571  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 SS0571  DYNAMIC HT  -         948.605 (meters)    3112.21  (feet)  COMP
 SS0571  MODELED GRAV-     980,578.7   (mgal)                       NAVD 88
 SS0571
 SS0571  VERT ORDER  -  SECOND    CLASS 0
 SS0571
 SS0571.The horizontal coordinates were scaled from a topographic map and have
 SS0571.an estimated accuracy of +/- 6 seconds.
 SS0571
 SS0571.The orthometric height was determined by differential leveling
 SS0571.and adjusted by the National Geodetic Survey in June 1991..
 SS0571.WARNING-Repeat measurements at this control monument indicate possible
 SS0571.vertical movement.
 SS0571
 SS0571.The geoid height was determined by GEOID03.
 SS0571
 SS0571.The dynamic height is computed by dividing the NAVD 88
 SS0571.geopotential number by the normal gravity value computed on the
 SS0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0571.degrees latitude (g = 980.6199 gals.).
 SS0571
 SS0571.The modeled gravity was interpolated from observed gravity values.
 SS0571
 SS0571;                    North         East    Units  Estimated Accuracy
 SS0571;SPC MT       -   393,200.      490,940.      MT  (+/- 180 meters Scaled)
 SS0571
 SS0571                          SUPERSEDED SURVEY CONTROL
 SS0571
 SS0571  NGVD 29 (??/??/92)  947.724  (m)         3109.32   (f) ADJ UNCH    2 0
 SS0571
 SS0571.Superseded values are not recommended for survey control.
 SS0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0571.See file dsdata.txt to determine how the superseded data were derived.
 SS0571
 SS0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT032917(NAD 83)
 SS0571_MARKER: DB = BENCH MARK DISK
 SS0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0571_SP_SET: FOUNDATION
 SS0571_STAMPING: E 98 1934
 SS0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0571
 SS0571  HISTORY     - Date     Condition        Report By
 SS0571  HISTORY     - 1934     MONUMENTED       CGS
 SS0571  HISTORY     - 1961     GOOD             NGS
 SS0571
 SS0571                          STATION DESCRIPTION
 SS0571
 SS0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0571'IN CARTER.
 SS0571'AT CARTER, 0.1 MILE SOUTHWEST OF THE GREAT NORTHERN RAILWAY STATION,
 SS0571'108 FEET NORTHEAST OF AND ACROSS A COUNTY ROAD FROM THE NORTH CORNER
 SS0571'OF THE GENERAL MILL ELEVATOR, IN THE TOP OF THE SOUTHWEST CORNER OF A
 SS0571'FOUNDATION (FOUNDATION COVERED BY ABOUT 1 FOOT OF FILL), 50.0 FEET
 SS0571'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 72.5 FEET SOUTHWEST
 SS0571'OF THE WEST CORNER OF A CORRUGATED METAL BUILDING, 3.0 FEET NORTH OF A
 SS0571'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK AND ABOUT 1 1/2 FEET
 SS0571'LOWER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0271 ***********************************************************************
 TL0271  DESIGNATION -  E 99
 TL0271  PID         -  TL0271
 TL0271  STATE/COUNTY-  MT/PONDERA
 TL0271  USGS QUAD   -  FOWLER COULEE SE (1967)
 TL0271
 TL0271                         *CURRENT SURVEY CONTROL
 TL0271  ___________________________________________________________________
 TL0271* NAD 83(1986)-  48 01 49.     (N)    111 31 19.     (W)     SCALED    
 TL0271* NAVD 88     -      1038.194  (meters)    3406.14   (feet)  POSTED    
 TL0271  ___________________________________________________________________
 TL0271  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 TL0271  DYNAMIC HT  -        1038.210 (meters)    3406.19  (feet)  COMP
 TL0271  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 TL0271
 TL0271  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0271
 TL0271.The horizontal coordinates were scaled from a topographic map and have
 TL0271.an estimated accuracy of +/- 6 seconds.
 TL0271
 TL0271.The orthometric height was determined by differential leveling
 TL0271.and adjusted by the National Geodetic Survey in 1992..
 TL0271.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0271.rate of 0.0 thru 1.0 mm/km.
 TL0271
 TL0271.The geoid height was determined by GEOID03.
 TL0271
 TL0271.The dynamic height is computed by dividing the NAVD 88
 TL0271.geopotential number by the normal gravity value computed on the
 TL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0271.degrees latitude (g = 980.6199 gals.).
 TL0271
 TL0271.The modeled gravity was interpolated from observed gravity values.
 TL0271
 TL0271;                    North         East    Units  Estimated Accuracy
 TL0271;SPC MT       -   422,010.      449,280.      MT  (+/- 180 meters Scaled)
 TL0271
 TL0271                          SUPERSEDED SURVEY CONTROL
 TL0271
 TL0271  NGVD 29 (??/??/92) 1037.285  (m)         3403.16   (f) ADJ UNCH    2 0
 TL0271
 TL0271.Superseded values are not recommended for survey control.
 TL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0271.See file dsdata.txt to determine how the superseded data were derived.
 TL0271
 TL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU610197(NAD 83)
 TL0271_MARKER: DB = BENCH MARK DISK
 TL0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0271_STAMPING: E 99 1934
 TL0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0271+STABILITY: SURFACE MOTION
 TL0271
 TL0271  HISTORY     - Date     Condition        Report By
 TL0271  HISTORY     - 1934     MONUMENTED       CGS
 TL0271  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0271
 TL0271                          STATION DESCRIPTION
 TL0271
 TL0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0271'15.1 MI E FROM BRADY.
 TL0271'15.1 MILES EAST ALONG THE CARTER ROAD FROM BRADY, PONDERA COUNTY, 0.3
 TL0271'MILE EAST OF A FARMHOUSE, 44 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 TL0271'AT A FENCE CORNER, AND 14 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 TL0271'STANDARD DISK, STAMPED E 99 1934 AND SET IN THE TOP OF A CONCRETE
 TL0271'POST.
 TL0271
 TL0271                          STATION RECOVERY (1967)
 TL0271
 TL0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0510 ***********************************************************************
 QY0510  DESIGNATION -  E BENCH
 QY0510  PID         -  QY0510
 QY0510  STATE/COUNTY-  MT/MADISON
 QY0510  USGS QUAD   -  BEAVERHEAD ROCK SW (1962)
 QY0510
 QY0510                         *CURRENT SURVEY CONTROL
 QY0510  ___________________________________________________________________
 QY0510* NAD 83(1992)-  45 22 03.66360(N)    112 25 28.34745(W)     ADJUSTED  
 QY0510* NAVD 88     -      1554.1    (meters)    5099.     (feet)  VERTCON   
 QY0510  ___________________________________________________________________
 QY0510  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 QY0510  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 QY0510
 QY0510  HORZ ORDER  -  SECOND
 QY0510
 QY0510.The horizontal coordinates were established by classical geodetic methods
 QY0510.and adjusted by the National Geodetic Survey in July 1992..
 QY0510
 QY0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0510
 QY0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0510
 QY0510.The geoid height was determined by GEOID03.
 QY0510
 QY0510;                    North         East     Units Scale Factor Converg.
 QY0510;SPC MT       -   128,498.808   370,988.000   MT  0.99979920   -2 08 21.5
 QY0510;SPC MT       -   421,584.02  1,217,152.23   iFT  0.99979920   -2 08 21.5
 QY0510;UTM  12      - 5,024,783.775   388,444.921   MT  0.99975301   -1 00 49.9
 QY0510
 QY0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0510!SPC MT       -   0.99975818  x   0.99979920  =   0.99955743
 QY0510!UTM  12      -   0.99975818  x   0.99975301  =   0.99951125
 QY0510
 QY0510|---------------------------------------------------------------------|
 QY0510| PID    Reference Object                     Distance      Geod. Az  |
 QY0510|                                                           dddmmss.s |
 QY0510| CN3449 E BENCH RM 1                         11.189 METERS 01005     |
 QY0510| CN3450 E BENCH RM 2                         11.248 METERS 10013     |
 QY0510| CN3448 E BENCH AZ MK                                      3382630.2 |
 QY0510|---------------------------------------------------------------------|
 QY0510
 QY0510                          SUPERSEDED SURVEY CONTROL
 QY0510
 QY0510  NAD 83(1986)-  45 22 03.66434(N)    112 25 28.34357(W) AD(       ) 2
 QY0510  NAD 27      -  45 22 03.94100(N)    112 25 25.33200(W) AD(       ) 2
 QY0510  NGVD 29 (07/19/86) 1553.0    (m)         5095.     (f) VERT ANG       
 QY0510
 QY0510.Superseded values are not recommended for survey control.
 QY0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0510.See file dsdata.txt to determine how the superseded data were derived.
 QY0510
 QY0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8844524784(NAD 83)
 QY0510_MARKER: Z = SEE DESCRIPTION
 QY0510_SETTING: 0 = UNSPECIFIED SETTING
 QY0510
 QY0510  HISTORY     - Date     Condition        Report By
 QY0510  HISTORY     - 1956     MONUMENTED       CGS
 QY0510
 QY0510                          STATION DESCRIPTION
 QY0510
 QY0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0510'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF DILLON, ON
 QY0510'THE SUMMIT OF A SMALL RIDGE, ABOUT 2 MILES SOUTHEAST OF BEAVERHEAD
 QY0510'ROCK, 100 YARDS WEST OF A NORTH AND SOUTH FENCE, 30 FEET EAST
 QY0510'OF A DIM TRACK ROAD AND 6 FEET WEST OF A 4 IN X 4 IN WHITE
 QY0510'WITNESS POST.
 QY0510'
 QY0510'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND
 QY0510'STATE HIGHWAY 41 IN THE NORTH EDGE OF DILLON, GO NORTHEAST ON
 QY0510'STATE HIGHWAY 41 FOR 13.5 MILES TO A SIDE ROAD RIGHT, TURN
 QY0510'RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.5 MILE TO A FORK, TAKE
 QY0510'RIGHT FORK THOUGH CATTLE GUARD AND GO 1.2 MILES TO THE AZIMUTH
 QY0510'MARK ON THE RIGHT, CONTINUE ON MAIN TRAVELED ROAD FOR 0.2 MILES
 QY0510'TO A DIM TRACK ROAD LEADING SOUTH, TURN RIGHT ON TRACK ROAD AND
 QY0510'GO 0.2 MILE TO THE STATION ON THE LEFT.
 QY0510'
 QY0510'THE STATION IS A BRONZE CAP FASTENED TO THE TOP OF A IRON PIPE
 QY0510'THAT PROJECTS 3 INCHES.  THE DISK IS NOT STAMPED.
 QY0510'
 QY0510'REFERENCE MARK 1 IS 12 FEET EAST OF THE CENTER OF THE DIM TRACK
 QY0510'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED E
 QY0510'BENCH USBR NO 1 1956.
 QY0510'
 QY0510'REFERENCE MARK 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QY0510'E BENCH USBR NO 2 1956.
 QY0510'
 QY0510'AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTER OF GRAVELED ROAD
 QY0510'AND 4 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 QY0510'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED E BENCH USBR
 QY0510'1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0508 ***********************************************************************
 QY0508  DESIGNATION -  E END
 QY0508  PID         -  QY0508
 QY0508  STATE/COUNTY-  MT/MADISON
 QY0508  USGS QUAD   -  BEAVERHEAD ROCK NE (1962)
 QY0508
 QY0508                         *CURRENT SURVEY CONTROL
 QY0508  ___________________________________________________________________
 QY0508* NAD 83(1992)-  45 27 46.14566(N)    112 18 33.05989(W)     ADJUSTED  
 QY0508* NAVD 88     -      1476.0    (meters)    4843.     (feet)  VERTCON   
 QY0508  ___________________________________________________________________
 QY0508  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 QY0508  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 QY0508
 QY0508  HORZ ORDER  -  SECOND
 QY0508
 QY0508.The horizontal coordinates were established by classical geodetic methods
 QY0508.and adjusted by the National Geodetic Survey in July 1992..
 QY0508
 QY0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0508
 QY0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0508
 QY0508.The geoid height was determined by GEOID03.
 QY0508
 QY0508;                    North         East     Units Scale Factor Converg.
 QY0508;SPC MT       -   138,732.178   380,396.401   MT  0.99975373   -2 03 17.7
 QY0508;SPC MT       -   455,158.06  1,248,019.69   iFT  0.99975373   -2 03 17.7
 QY0508;UTM  12      - 5,035,199.291   397,650.528   MT  0.99972879   -0 55 59.7
 QY0508
 QY0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0508!SPC MT       -   0.99977046  x   0.99975373  =   0.99952424
 QY0508!UTM  12      -   0.99977046  x   0.99972879  =   0.99949931
 QY0508
 QY0508|---------------------------------------------------------------------|
 QY0508| PID    Reference Object                     Distance      Geod. Az  |
 QY0508|                                                           dddmmss.s |
 QY0508| CN3452 E END RM 1                           10.442 METERS 00814     |
 QY0508| CN3453 E END RM 2                           10.055 METERS 27451     |
 QY0508| CN3451 E END AZ MK                                        3183512.8 |
 QY0508| QY0499 TWIN BRIDGES MUNICIPAL TANK         APPROX. 9.3 KM 3484756.7 |
 QY0508|---------------------------------------------------------------------|
 QY0508
 QY0508                          SUPERSEDED SURVEY CONTROL
 QY0508
 QY0508  NAD 83(1986)-  45 27 46.14767(N)    112 18 33.05528(W) AD(       ) 2
 QY0508  NAD 27      -  45 27 46.41000(N)    112 18 30.05800(W) AD(       ) 2
 QY0508  NGVD 29 (07/19/86) 1474.8    (m)         4839.     (f) VERT ANG       
 QY0508
 QY0508.Superseded values are not recommended for survey control.
 QY0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0508.See file dsdata.txt to determine how the superseded data were derived.
 QY0508
 QY0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR9765135199(NAD 83)
 QY0508_MARKER: Z = SEE DESCRIPTION
 QY0508_SETTING: 0 = UNSPECIFIED SETTING
 QY0508
 QY0508  HISTORY     - Date     Condition        Report By
 QY0508  HISTORY     - 1956     MONUMENTED       CGS
 QY0508
 QY0508                          STATION DESCRIPTION
 QY0508
 QY0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0508'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF TWIN BRIDGES,
 QY0508'ABOUT 5 MILES WEST OF SHERIDAN, 150 YARDS NORTHWEST OF THE CENTER
 QY0508'OF A GRAVELED ROAD AND 6 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE
 QY0508'WITNESS POST.
 QY0508'
 QY0508'TO REACH THE STATION FROM THE CENTER OF TWIN BRIDGES, GO SOUTHEAST
 QY0508'ON STATE HIGHWAY NO. 34 FOR 3.4 MILES.  THEN RIGHT ON A GRAVELED
 QY0508'ROAD FOR 1.9 MILE TO A FORK.  THEN RIGHT, SOUTH, FOR 2.1 MILES
 QY0508'TO A SMALL BRIDGE AND A FORK (TO REACH THE AZIMUTH MARK FROM
 QY0508'THIS POINT, TAKE THE RIGHT ROAD FOR 0.5 MILE TO THE MARK ON
 QY0508'THE LEFT)--TAKE THE LEFT ROAD FOR 0.2 MILE TO THE STATION
 QY0508'ON THE RIGHT.
 QY0508'
 QY0508'THE STATION MARK IS A U.S. BUREAU OF RECLAMATION BRONZE DISK,
 QY0508'UNSTAMPED, FASTENED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 QY0508'4 INCHES.
 QY0508'
 QY0508'REFERENCE MARK 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QY0508'E END USBR NO 1 1956.
 QY0508'
 QY0508'REFERENCE MARK 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED E
 QY0508'END USBR NO 2 1956.
 QY0508'
 QY0508'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF THE GRAVELED
 QY0508'ROAD AND 3 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 QY0508'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED E END USBR
 QY0508'1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0466 ***********************************************************************
 TL0466  DESIGNATION -  EAGLE
 TL0466  PID         -  TL0466
 TL0466  STATE/COUNTY-  MT/LIBERTY
 TL0466  USGS QUAD   -  LOTHAIR (1970)
 TL0466
 TL0466                         *CURRENT SURVEY CONTROL
 TL0466  ___________________________________________________________________
 TL0466* NAD 83(1992)-  48 29 10.69301(N)    111 08 43.56052(W)     ADJUSTED  
 TL0466* NAVD 88     -      1024.678  (meters)    3361.80   (feet)  ADJUSTED  
 TL0466  ___________________________________________________________________
 TL0466  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 TL0466  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 TL0466  DYNAMIC HT  -        1024.762 (meters)    3362.07  (feet)  COMP
 TL0466  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 TL0466
 TL0466  HORZ ORDER  -  FIRST
 TL0466  VERT ORDER  -  FIRST     CLASS II
 TL0466
 TL0466.The horizontal coordinates were established by classical geodetic methods
 TL0466.and adjusted by the National Geodetic Survey in July 1992..
 TL0466
 TL0466.The orthometric height was determined by differential leveling
 TL0466.and adjusted by the National Geodetic Survey in June 1991..
 TL0466
 TL0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0466
 TL0466.The geoid height was determined by GEOID03.
 TL0466
 TL0466.The dynamic height is computed by dividing the NAVD 88
 TL0466.geopotential number by the normal gravity value computed on the
 TL0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0466.degrees latitude (g = 980.6199 gals.).
 TL0466
 TL0466.The modeled gravity was interpolated from observed gravity values.
 TL0466
 TL0466;                    North         East     Units Scale Factor Converg.
 TL0466;SPC MT       -   472,027.513   478,409.734   MT  0.99972539   -1 12 13.1
 TL0466;SPC MT       - 1,548,646.70  1,569,585.74   iFT  0.99972539   -1 12 13.1
 TL0466;UTM  12      - 5,370,363.362   489,253.667   MT  0.99960142   -0 06 32.0
 TL0466
 TL0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0466!SPC MT       -   0.99984176  x   0.99972539  =   0.99956720
 TL0466!UTM  12      -   0.99984176  x   0.99960142  =   0.99944325
 TL0466
 TL0466:                Primary Azimuth Mark                     Grid Az
 TL0466:SPC MT       -  CHESTER AIRPORT BEACON                   079 09 01.4
 TL0466:UTM  12      -  CHESTER AIRPORT BEACON                   078 03 20.3
 TL0466
 TL0466|---------------------------------------------------------------------|
 TL0466| PID    Reference Object                     Distance      Geod. Az  |
 TL0466|                                                           dddmmss.s |
 TL0466| TL0671 CHESTER AIRPORT BEACON              APPROX.12.5 KM 0775648.3 |
 TL0466| TL0672 CHESTER MUNICIPAL TANK              APPROX.13.5 KM 0781211.4 |
 TL0466| TL0464 EAGLE RM 2                           11.940 METERS 09952     |
 TL0466| TL0465 EAGLE RM 1                           12.351 METERS 35919     |
 TL0466| TL0463 EAGLE AZ MK                                        3595444.4 |
 TL0466|---------------------------------------------------------------------|
 TL0466
 TL0466                          SUPERSEDED SURVEY CONTROL
 TL0466
 TL0466  NAD 83(1986)-  48 29 10.69342(N)    111 08 43.55241(W) AD(       ) 1
 TL0466  NAD 27      -  48 29 10.73909(N)    111 08 40.61889(W) AD(       ) 1
 TL0466  NGVD 29 (07/19/86) 1024.2    (m)         3360.     (f) VERT ANG       
 TL0466
 TL0466.Superseded values are not recommended for survey control.
 TL0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0466.See file dsdata.txt to determine how the superseded data were derived.
 TL0466
 TL0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU8925470363(NAD 83)
 TL0466_MARKER: DS = TRIANGULATION STATION DISK
 TL0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0466_SP_SET: CONCRETE POST
 TL0466_STAMPING: EAGLE 1964
 TL0466_PROJECTION: PROJECTING 10 CENTIMETERS
 TL0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0466+STABILITY: SURFACE MOTION
 TL0466
 TL0466  HISTORY     - Date     Condition        Report By
 TL0466  HISTORY     - 1964     MONUMENTED       CGS
 TL0466  HISTORY     - 1979     GOOD             NGS
 TL0466
 TL0466                          STATION DESCRIPTION
 TL0466
 TL0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0466'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST SOUTHWEST OF
 TL0466'CHESTER, 3-1/2 MILES EAST NORTHEAST OF LOTHAIR, 1.35 MILES
 TL0466'SOUTH OF U.S. HIGHWAY 2 AND ADJACENT TO THE HIGHEST POINT
 TL0466'IN THE VICINITY.
 TL0466'
 TL0466'TO REACH THE STATION FROM THE POST OFFICE IN LOTHAIR, GO
 TL0466'EAST ON U.S. HIGHWAY 2 FOR 4.7 MILES TO A BLADED ROAD ON
 TL0466'THE LEFT AND A TRACK ROAD ON THE RIGHT AND SIGN FRITZ HEREFORDS
 TL0466'2 MILES.  TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR
 TL0466'0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT, DIRECTLY UNDER
 TL0466'THE CENTER ONE OF THREE OVERHEAD POWER LINES.  CONTINUE SOUTH
 TL0466'ON THE TRACK ROAD FOR 0.55 MILE TO THE TOP OF A LOW HILL
 TL0466'AND THE STATION ON THE RIGHT.
 TL0466'
 TL0466'THE STATION MARK IS A STANDARD DISK, STAMPED EAGLE 1964,
 TL0466'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TL0466'DIAMETER, THAT PROJECTS 3 INCHES.  IT IS 25.0 FEET SOUTH
 TL0466'SOUTHEAST OF A SOUTH GATE POST, 23 FEET WEST OF THE CENTERLINE
 TL0466'OF THE TRACK ROAD, 5.4 FEET EAST OF A NORTH-SOUTH FENCE LINE
 TL0466'AND 4.5 FEET WEST OF A WITNESS POST.
 TL0466'
 TL0466'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EAGLE NO 1 1964,
 TL0466'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TL0466'DIAMETER, THAT PROJECTS 8 INCHES.  IT IS 29 FEET WEST OF
 TL0466'THE CENTERLINE OF THE TRACK ROAD, 16.8 FEET NORTH NORTHEAST
 TL0466'OF THE SOUTH GATE POST, 7.9 FEET SOUTHEAST OF THE NORTH GATE
 TL0466'POST AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 TL0466'
 TL0466'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EAGLE NO 2 1964,
 TL0466'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TL0466'DIAMETER, THAT PROJECTS 6 INCHES.  IT IS 44.4 FEET EAST OF
 TL0466'THE FENCE LINE, 16 FEET EAST OF THE CENTERLINE OF THE TRACK
 TL0466'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 TL0466'
 TL0466'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EAGLE 1964,
 TL0466'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TL0466'DIAMETER, THAT PROJECTS 10 INCHES.  IT IS 24 FEET WEST OF
 TL0466'THE CENTERLINE OF THE TRACK ROAD, 2.8 FEET SOUTHWEST OF A
 TL0466'WITNESS POST, 2.6 FEET SOUTHEAST OF A SOUTH GATE POST AND
 TL0466'2.2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 TL0466
 TL0466                          STATION RECOVERY (1979)
 TL0466
 TL0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0466'9.5 MI WEST FROM CHESTER.
 TL0466'8.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0466'IN CHESTER, AND THENCE 1.2 MILES SOUTH ALONG A FIELD ROAD, 65.1 FEET
 TL0466'SOUTH OF RM 1, 55.9 FEET WEST OF RM 2, 20.1 FEET WEST OF THE CENTER
 TL0466'OF THE FIELD ROAD AND 5.4 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 TL0466'THE MARK IS 4 FT  NW FROM A WITNESS POST.
 TL0466'THE MARK IS 1 FT BELOW TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0528 ***********************************************************************
 QY0528  DESIGNATION -  EAGLE
 QY0528  PID         -  QY0528
 QY0528  STATE/COUNTY-  MT/BEAVERHEAD
 QY0528  USGS QUAD   -  BURNS MOUNTAIN (1979)
 QY0528
 QY0528                         *CURRENT SURVEY CONTROL
 QY0528  ___________________________________________________________________
 QY0528* NAD 83(1992)-  45 14 44.93893(N)    112 48 32.81575(W)     ADJUSTED  
 QY0528* NAVD 88     -      1753.9    (meters)    5754.     (feet)  VERTCON   
 QY0528  ___________________________________________________________________
 QY0528  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 QY0528  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 QY0528
 QY0528  HORZ ORDER  -  THIRD
 QY0528
 QY0528.The horizontal coordinates were established by classical geodetic methods
 QY0528.and adjusted by the National Geodetic Survey in July 1992..
 QY0528
 QY0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0528
 QY0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0528
 QY0528.The geoid height was determined by GEOID03.
 QY0528
 QY0528;                    North         East     Units Scale Factor Converg.
 QY0528;SPC MT       -   116,167.384   340,318.058   MT  0.99986134   -2 25 14.3
 QY0528;SPC MT       -   381,126.59  1,116,529.06   iFT  0.99986134   -2 25 14.3
 QY0528;UTM  12      - 5,011,850.053   358,025.196   MT  0.99984784   -1 17 05.7
 QY0528
 QY0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0528!SPC MT       -   0.99972690  x   0.99986134  =   0.99958828
 QY0528!UTM  12      -   0.99972690  x   0.99984784  =   0.99957479
 QY0528
 QY0528:                Primary Azimuth Mark                     Grid Az
 QY0528:SPC MT       -  MAGPIE                                   215 41 51.0
 QY0528:UTM  12      -  MAGPIE                                   214 33 42.4
 QY0528
 QY0528|---------------------------------------------------------------------|
 QY0528| PID    Reference Object                     Distance      Geod. Az  |
 QY0528|                                                           dddmmss.s |
 QY0528| QY0537 MAGPIE                              APPROX. 9.6 KM 2131636.7 |
 QY0528|---------------------------------------------------------------------|
 QY0528
 QY0528                          SUPERSEDED SURVEY CONTROL
 QY0528
 QY0528  NAD 83(1986)-  45 14 44.93869(N)    112 48 32.81333(W) AD(       ) 3
 QY0528  NAD 27      -  45 14 45.22240(N)    112 48 29.70328(W) AD(       ) 3
 QY0528  NGVD 29 (07/19/86) 1752.7    (m)         5750.     (f) VERT ANG       
 QY0528
 QY0528.Superseded values are not recommended for survey control.
 QY0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0528.See file dsdata.txt to determine how the superseded data were derived.
 QY0528
 QY0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5802511850(NAD 83)
 QY0528_MARKER: DD = SURVEY DISK
 QY0528_SETTING: 0 = UNSPECIFIED SETTING
 QY0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0528
 QY0528  HISTORY     - Date     Condition        Report By
 QY0528  HISTORY     - 1950     MONUMENTED       USGS
 QY0528
 QY0528                          STATION DESCRIPTION
 QY0528
 QY0528'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0528'STATION IS LOCATED IN SEC. 10, R 10 W, T 7 S, 300 FT. W. OF ARGENTA
 QY0528'ROAD.
 QY0528'
 QY0528'TO REACH STATION FROM DILLON POST OFFICE, GO S. 0.1 MI., TURN RIGHT,
 QY0528'GO W. ACROSS RAILROAD TRACKS AND CONTINUE ON MAIN TRAVELED RD. FOR
 QY0528'8.2 MI. TO FORK TO RIGHT AND SIGN READING --ARGENTA 5--.  TAKE
 QY0528'ARGENTA ROAD FOR 1.2 MI. TO COWPATH CROSSING RD.  STATION IS LOCATED
 QY0528'331.0 FT. TO NW. OF PATH CROSSING.
 QY0528'
 QY0528'STATION MARK--STANDARD USGS TABLET SET IN 2 IN. IRON PIPE BURIED IN
 QY0528'GROUND, PROJECTING 4 IN. ABOVE GROUND, STAMPED ---W-EAGLE 1950 VA
 QY0528'5750---.
 QY0528'
 QY0528'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1504 ***********************************************************************
 SS1504  DESIGNATION -  EAGLE
 SS1504  PID         -  SS1504
 SS1504  STATE/COUNTY-  MT/FERGUS
 SS1504  USGS QUAD   -  STROUF ISLAND (1978)
 SS1504
 SS1504                         *CURRENT SURVEY CONTROL
 SS1504  ___________________________________________________________________
 SS1504* NAD 83(1992)-  47 27 01.35660(N)    110 01 25.29890(W)     ADJUSTED  
 SS1504* NAVD 88     -      1126.6    (meters)    3696.     (feet)  VERTCON   
 SS1504  ___________________________________________________________________
 SS1504  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 SS1504  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 SS1504
 SS1504  HORZ ORDER  -  SECOND
 SS1504
 SS1504.The horizontal coordinates were established by classical geodetic methods
 SS1504.and adjusted by the National Geodetic Survey in July 1992..
 SS1504
 SS1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1504
 SS1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1504
 SS1504.The geoid height was determined by GEOID03.
 SS1504
 SS1504;                    North         East     Units Scale Factor Converg.
 SS1504;SPC MT       -   355,750.175   560,528.981   MT  0.99942179   -0 22 59.1
 SS1504;SPC MT       - 1,167,159.37  1,839,005.84   iFT  0.99942179   -0 22 59.1
 SS1504;UTM  12      - 5,255,676.791   573,597.900   MT  0.99966657   +0 43 09.4
 SS1504
 SS1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1504!SPC MT       -   0.99982560  x   0.99942179  =   0.99924749
 SS1504!UTM  12      -   0.99982560  x   0.99966657  =   0.99949223
 SS1504
 SS1504|---------------------------------------------------------------------|
 SS1504| PID    Reference Object                     Distance      Geod. Az  |
 SS1504|                                                           dddmmss.s |
 SS1504| CQ5446 EAGLE RM 1                           10.271 METERS 11447     |
 SS1504| CQ5445 EAGLE AZ MK                                        2212412.5 |
 SS1504| CQ5447 EAGLE RM 2                            8.059 METERS 29438     |
 SS1504|---------------------------------------------------------------------|
 SS1504
 SS1504                          SUPERSEDED SURVEY CONTROL
 SS1504
 SS1504  NAD 83(1986)-  47 27 01.35390(N)    110 01 25.27993(W) AD(       ) 2
 SS1504  NAD 27      -  47 27 01.44010(N)    110 01 22.56820(W) AD(       ) 2
 SS1504  NGVD 29 (07/19/86) 1125.8    (m)         3694.     (f) VERT ANG       
 SS1504
 SS1504.Superseded values are not recommended for survey control.
 SS1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1504.See file dsdata.txt to determine how the superseded data were derived.
 SS1504
 SS1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT7359855677(NAD 83)
 SS1504_MARKER: DS = TRIANGULATION STATION DISK
 SS1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1504
 SS1504  HISTORY     - Date     Condition        Report By
 SS1504  HISTORY     - 1961     MONUMENTED       CGS
 SS1504
 SS1504                          STATION DESCRIPTION
 SS1504
 SS1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1504'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF DENTON,
 SS1504'9 MILES SOUTHEAST OF SQUARE BUTTE, 8-1/2 MILES NORTH-NORTHEAST
 SS1504'OF COFFEE CREEK ON THE HIGHEST POINT OF A SMALL EAST TO WEST RIDGE
 SS1504'THAT IS THE HIGHEST IN THE VICINITY.
 SS1504'
 SS1504'TO REACH THE STATION FROM THE POST OFFICE IN COFFEE CREEK,
 SS1504'GO WEST ON A GRAVELED STREET FOR 0.1 MILE TO STATE HIGHWAY 235,
 SS1504'TURN RIGHT, GO NORTHWEST AND NORTH ON THE HIGHWAY FOR 1.6
 SS1504'MILES TO WHERE THE HIGHWAY TURNS LEFT AND A GRAVELED ROAD
 SS1504'STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A
 SS1504'CROSSROADS.  TURN RIGHT, EAST, GO 1.0 MILE TO A T-ROAD LEFT AND
 SS1504'A HOUSE IN THE NORTHWEST ANGLE, TURN LEFT, NORTH, GO 1.4 MILES
 SS1504'TO A SIDEROAD LEFT, KEEP RIGHT AND CONTINUE NORTH AND EAST
 SS1504'FOR 2.8 MILES TO A T-ROAD LEFT, TURN LEFT, NORTH, FOLLOW THE
 SS1504'PRIVATE ROAD FOR 1.6 MILES TO A SET OF FARM BUILDINGS ON
 SS1504'THE LEFT.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.3 MILE TO
 SS1504'A Y-FORK (THE LEFT FORK STARTS DOWN A STEEP GRADE INTO A
 SS1504'CANYON).  TAKE THE RIGHT FORK AND GO EASTERLY ALONG THE NORTH
 SS1504'EDGE OF A FIELD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 SS1504'LEFT.  CONTINUE EASTERLY ALONG THE NORTH SIDE OF THE
 SS1504'FIELD FOR 0.6 MILE TO THE CORNER OF THE FIELD, HERE TURN
 SS1504'SHARP LEFT AND GO NORTHWEST TO THE TOP OF THE RIDGE AND
 SS1504'THE STATION.
 SS1504'
 SS1504'THE STATION MARK, STAMPED EAGLE 1961, IS A STANDARD DISK SET
 SS1504'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 SS1504'AND IS 4 FEET NORTH OF A WITNESS POST.
 SS1504'
 SS1504'REFERENCE MARK NO. 1, STAMPED EAGLE NO 1 1961, IS A STANDARD
 SS1504'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 SS1504'6 INCHES AND IS 33.5 FEET EAST OF A WITNESS POST.
 SS1504'
 SS1504'REFERENCE MARK NO. 2, STAMPED EAGLE NO 2 1961, IS A STANDARD
 SS1504'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 SS1504'PROJECTS 3 INCHES AND IS 21 FEET NORTHWEST OF A WITNESS POST.
 SS1504'
 SS1504'THE AZIMUTH MARK, STAMPED EAGLE 1961, IS A STANDARD DISK SET
 SS1504'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 SS1504'6 INCHES.  IT IS 72 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 SS1504'2 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE
 SS1504'
 SS1504'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 54.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0656 ***********************************************************************
 TH0656  DESIGNATION -  EAGLE
 TH0656  PID         -  TH0656
 TH0656  STATE/COUNTY-  MT/DANIELS
 TH0656  USGS QUAD   -  PLEASANT PRAIRIE NE (1973)
 TH0656
 TH0656                         *CURRENT SURVEY CONTROL
 TH0656  ___________________________________________________________________
 TH0656* NAD 83(1992)-  48 39 29.45100(N)    105 04 31.42272(W)     ADJUSTED  
 TH0656* NAVD 88     -       852.4    (meters)    2797.     (feet)  VERTCON   
 TH0656  ___________________________________________________________________
 TH0656  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 TH0656  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TH0656
 TH0656  HORZ ORDER  -  FIRST
 TH0656
 TH0656.The horizontal coordinates were established by classical geodetic methods
 TH0656.and adjusted by the National Geodetic Survey in July 1992..
 TH0656
 TH0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0656
 TH0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0656
 TH0656.The geoid height was determined by GEOID03.
 TH0656
 TH0656;                    North         East     Units Scale Factor Converg.
 TH0656;SPC MT       -   499,061.464   925,730.064   MT  0.99980804   +3 14 11.8
 TH0656;SPC MT       - 1,637,340.76  3,037,172.13   iFT  0.99980804   +3 14 11.8
 TH0656;UTM  13      - 5,389,461.241   494,447.767   MT  0.99960038   -0 03 23.8
 TH0656
 TH0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0656!SPC MT       -   0.99986916  x   0.99980804  =   0.99967723
 TH0656!UTM  13      -   0.99986916  x   0.99960038  =   0.99946960
 TH0656
 TH0656|---------------------------------------------------------------------|
 TH0656| PID    Reference Object                     Distance      Geod. Az  |
 TH0656|                                                           dddmmss.s |
 TH0656| CQ8282 EAGLE RM 1                           10.711 METERS 03127     |
 TH0656| TH0668 APEX                                APPROX.21.9 KM 2040815.8 |
 TH0656| CQ8283 EAGLE RM 2                           13.578 METERS 31211     |
 TH0656| CQ8281 EAGLE AZ MK                                        3253653.0 |
 TH0656|---------------------------------------------------------------------|
 TH0656
 TH0656                          SUPERSEDED SURVEY CONTROL
 TH0656
 TH0656  NAD 83(1986)-  48 39 29.45656(N)    105 04 31.41509(W) AD(       ) 1
 TH0656  NAD 27      -  48 39 29.36887(N)    105 04 29.49612(W) AD(       ) 1
 TH0656  NGVD 29 (07/19/86)  851.8    (m)         2795.     (f) VERT ANG       
 TH0656
 TH0656.Superseded values are not recommended for survey control.
 TH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0656.See file dsdata.txt to determine how the superseded data were derived.
 TH0656
 TH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP9444889461(NAD 83)
 TH0656_MARKER: DS = TRIANGULATION STATION DISK
 TH0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0656
 TH0656  HISTORY     - Date     Condition        Report By
 TH0656  HISTORY     - 1948     MONUMENTED       CGS
 TH0656  HISTORY     - 1949     GOOD             CGS
 TH0656  HISTORY     - 1973     GOOD             USGS
 TH0656  HISTORY     - 1989     GOOD             USAF
 TH0656
 TH0656                          STATION DESCRIPTION
 TH0656
 TH0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0656'STATION NOT OCCUPIED.  STATION, UNDERGROUND, REFERENCE MARKS NOS. 1
 TH0656'AND 2, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN SQUARE CONCRETE
 TH0656'POSTS.
 TH0656'
 TH0656'TO REACH AZIMUTH MARK FROM STATION GO WEST 0.35 MILES TO ROAD, TURN
 TH0656'RIGHT AND GO N FOR 0.5 MILE TO CROSS ROAD AND AZIMUTH MARK IS IN SE
 TH0656'CORNER OF CROSS ROAD AND WHITE POST.
 TH0656
 TH0656                          STATION RECOVERY (1949)
 TH0656
 TH0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TH0656'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF FLAXVILLE,
 TH0656'NEAR THE CENTER OF SEC. 32, T 34 N, R 50 E, ON LAND OWNED BY MR.
 TH0656'FRANK LINDER.  IT IS ON THE HIGHEST POINT OF A KNOLL IN A
 TH0656'CULTIVATED FIELD, 30 FEET SOUTH OF A LINE BETWEEN TWO CULTIVATED
 TH0656'FIELDS, AND 5 FEET WEST-NORTHWEST OF A WITNESS POST.
 TH0656'
 TH0656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 13 AND 5
 TH0656'AT THE SOUTH EDGE OF FLAXVILLE, GO SOUTH ON A GRAVELED ROAD FOR 0.4
 TH0656'MILE TO A T INTERSECTION.  THEN LEFT, EAST, FOR 0.15 MILE.  THEN
 TH0656'RIGHT, SOUTH, FOR 9.0 MILES (THIS IS 0.75 MILE SOUTH OF A SCHOOL
 TH0656'HOUSE) TO A SIDE ROAD ON THE LEFT.  THEN LEFT.  THEN LEFT, EAST,
 TH0656'FOR 4.05 TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED.  TURN
 TH0656'RIGHT, SOUTH, FOR 0.5 MILE.  THEN LEFT, EAST, ON A LINE BETWEEN
 TH0656'TWO CULTIVATED FIELDS FOR 0.3 MILE TO THE HIGHEST POINT AND
 TH0656'THE STATION AS DESCRIBED.
 TH0656'
 TH0656'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 TH0656'EAGLE 1948.
 TH0656'
 TH0656'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN THE STATION AND
 TH0656'ON THE LINE BETWEEN THE TWO CULTIVATED FIELDS.  IT IS FLUSH WITH THE
 TH0656'GROUND, AND THE DISK IS STAMPED EAGLE NO 1 1948.
 TH0656'
 TH0656'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN THE STATION AND ON
 TH0656'THE LINE BETWEEN THE TWO CULTIVATED FIELDS.  IT PROJECTS 2 INCHES,
 TH0656'AND THE DISK IS STAMPED EAGLE NO 2 1948.
 TH0656'
 TH0656'THE AZIMUTH MARK IS 61 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER
 TH0656'OF THE CROSSROAD, AND 3 FEET SOUTHWEST OF A WITNESS POST.  IT
 TH0656'PROJECTS 6 INCHES, AND THE DISK IS STAMPED EAGLE 1948.
 TH0656'
 TH0656'A FOUR FOOT WOODEN STAND AT EAGLE WILL SEE A FOUR FOOT STAND AT
 TH0656'HAY 1948, POLE HILL 1948, LINE COULEE 1948, AND FLAXVILLE 1923.  15
 TH0656'FEET AT APEX 1948 AND SMOKE.
 TH0656'
 TH0656'ALL MARKS AT EAGLE WERE SET BY THE PARTY OF F.X. POPPER IN 1948.
 TH0656'
 TH0656'HEIGHT OF LIGHT ABOVE STATION MARK 1.02 METERS.
 TH0656
 TH0656                          STATION RECOVERY (1973)
 TH0656
 TH0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 TH0656'REVISED ROUTE DESCRIPTION--TO REACH THE STATION FROM THE JUNCTION
 TH0656'OF STATE HWY. 5 AND MONT. SECONDARY 251 IN FLAXVILLE, MONT., GO
 TH0656'SOUTH ON MONT. SECONDARY 251 FOR 9.6 MILES.  TURN LEFT OFF HWY. AND
 TH0656'TAKE GRADED ROAD EAST FOR 4.0 MILES TO CROSSROADS.  TURN RIGHT
 TH0656'(SOUTH) FOR 0.45 MILE.  AT THIS POINT LEAVE ROAD AND DRIVE EAST
 TH0656'ALONG FIELD LINE FOR 0.3 MILE TO TOP OF HILL AND STATION SITE.
 TH0656'
 TH0656'STATION MARK--A USC AND GS DISK STAMPED EAGLE 1948 AND SET IN A
 TH0656'CONCRETE POST THAT PROJECTS 0.5 FT.
 TH0656'
 TH0656'REFERENCE MARKS--DESTROYED.
 TH0656'
 TH0656'AZIMUTH MARK--SEARCHED FOR NOT FOUND.
 TH0656'
 TH0656'DIRECTION AND DISTANCE FLAXVILLE, ABOUT 11 MILES SOUTH SOUTHEAST OF.
 TH0656
 TH0656                          STATION RECOVERY (1989)
 TH0656
 TH0656'RECOVERY NOTE BY US AIR FORCE 1989 (ESL)
 TH0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0463 ***********************************************************************
 TL0463  DESIGNATION -  EAGLE AZ MK
 TL0463  PID         -  TL0463
 TL0463  STATE/COUNTY-  MT/LIBERTY
 TL0463  USGS QUAD   -  LOTHAIR (1970)
 TL0463
 TL0463                         *CURRENT SURVEY CONTROL
 TL0463  ___________________________________________________________________
 TL0463* NAD 83(1986)-  48 29 39.     (N)    111 08 43.     (W)     SCALED    
 TL0463* NAVD 88     -      1013.270  (meters)    3324.37   (feet)  ADJUSTED  
 TL0463  ___________________________________________________________________
 TL0463  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TL0463  DYNAMIC HT  -        1013.354 (meters)    3324.65  (feet)  COMP
 TL0463  MODELED GRAV-     980,657.4   (mgal)                       NAVD 88
 TL0463
 TL0463  VERT ORDER  -  FIRST     CLASS II
 TL0463
 TL0463.The horizontal coordinates were scaled from a topographic map and have
 TL0463.an estimated accuracy of +/- 6 seconds.
 TL0463
 TL0463.The orthometric height was determined by differential leveling
 TL0463.and adjusted by the National Geodetic Survey in June 1991..
 TL0463
 TL0463.The geoid height was determined by GEOID03.
 TL0463
 TL0463.The dynamic height is computed by dividing the NAVD 88
 TL0463.geopotential number by the normal gravity value computed on the
 TL0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0463.degrees latitude (g = 980.6199 gals.).
 TL0463
 TL0463.The modeled gravity was interpolated from observed gravity values.
 TL0463
 TL0463;                    North         East    Units  Estimated Accuracy
 TL0463;SPC MT       -   472,900.      478,440.      MT  (+/- 180 meters Scaled)
 TL0463
 TL0463                          SUPERSEDED SURVEY CONTROL
 TL0463
 TL0463.No superseded survey control is available for this station.
 TL0463
 TL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU892712(NAD 83)
 TL0463_MARKER: DS = TRIANGULATION STATION DISK
 TL0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0463_SP_SET: CONCRETE POST
 TL0463_STAMPING: EAGLE 1964
 TL0463_PROJECTION: PROJECTING 20 CENTIMETERS
 TL0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0463+STABILITY: SURFACE MOTION
 TL0463
 TL0463  HISTORY     - Date     Condition        Report By
 TL0463  HISTORY     - 1964     MONUMENTED       CGS
 TL0463  HISTORY     - 1979     GOOD             NGS
 TL0463
 TL0463                          STATION DESCRIPTION
 TL0463
 TL0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0463'9.5 MI WEST FROM CHESTER.
 TL0463'8.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0463'IN CHESTER, AND THENCE 1.2 MILES SOUTH ALONG A FIELD ROAD, 63.7 FEET
 TL0463'SOUTH OF THE CENTER OF A FIELD ROAD LEADING SOUTH, 30.1 FEET SOUTH
 TL0463'OF A FENCE CORNER AND 28 FEET EAST OF THE CENTER OF A FIELD ROAD
 TL0463'LEADING EAST.
 TL0463'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TL0463'THE MARK IS 1 FT ABOVE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0465 ***********************************************************************
 TL0465  DESIGNATION -  EAGLE RM 1
 TL0465  PID         -  TL0465
 TL0465  STATE/COUNTY-  MT/LIBERTY
 TL0465  USGS QUAD   -  LOTHAIR (1970)
 TL0465
 TL0465                         *CURRENT SURVEY CONTROL
 TL0465  ___________________________________________________________________
 TL0465* NAD 83(1986)-  48 29 11.     (N)    111 08 44.     (W)     SCALED    
 TL0465* NAVD 88     -      1024.678  (meters)    3361.80   (feet)  ADJUSTED  
 TL0465  ___________________________________________________________________
 TL0465  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 TL0465  DYNAMIC HT  -        1024.762 (meters)    3362.07  (feet)  COMP
 TL0465  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 TL0465
 TL0465  VERT ORDER  -  FIRST     CLASS II
 TL0465
 TL0465.The horizontal coordinates were scaled from a topographic map and have
 TL0465.an estimated accuracy of +/- 6 seconds.
 TL0465
 TL0465.The orthometric height was determined by differential leveling
 TL0465.and adjusted by the National Geodetic Survey in June 1991..
 TL0465
 TL0465.The geoid height was determined by GEOID03.
 TL0465
 TL0465.The dynamic height is computed by dividing the NAVD 88
 TL0465.geopotential number by the normal gravity value computed on the
 TL0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0465.degrees latitude (g = 980.6199 gals.).
 TL0465
 TL0465.The modeled gravity was interpolated from observed gravity values.
 TL0465
 TL0465;                    North         East    Units  Estimated Accuracy
 TL0465;SPC MT       -   472,040.      478,400.      MT  (+/- 180 meters Scaled)
 TL0465
 TL0465                          SUPERSEDED SURVEY CONTROL
 TL0465
 TL0465.No superseded survey control is available for this station.
 TL0465
 TL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU892703(NAD 83)
 TL0465_MARKER: DR = REFERENCE MARK DISK
 TL0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0465_SP_SET: CONCRETE POST
 TL0465_STAMPING: EAGLE NO 1 1964
 TL0465_PROJECTION: PROJECTING 10 CENTIMETERS
 TL0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0465+STABILITY: SURFACE MOTION
 TL0465
 TL0465  HISTORY     - Date     Condition        Report By
 TL0465  HISTORY     - 1964     MONUMENTED       CGS
 TL0465  HISTORY     - 1979     GOOD             NGS
 TL0465
 TL0465                          STATION DESCRIPTION
 TL0465
 TL0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0465'9.5 MI WEST FROM CHESTER.
 TL0465'8.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0465'IN CHESTER, AND THENCE 1.25 MILES SOUTH ALONG A TRACK ROAD, 61.5 FEET
 TL0465'NORTHEAST OF THE STATION MARK, 27.6 FEET WEST OF THE CENTER OF
 TL0465'THE TRACK ROAD AND 5.4 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 TL0465'THE MARK IS 42 FT  N FROM A WITNESS POST.
 TL0465'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0464 ***********************************************************************
 TL0464  DESIGNATION -  EAGLE RM 2
 TL0464  PID         -  TL0464
 TL0464  STATE/COUNTY-  MT/LIBERTY
 TL0464  USGS QUAD   -  LOTHAIR (1970)
 TL0464
 TL0464                         *CURRENT SURVEY CONTROL
 TL0464  ___________________________________________________________________
 TL0464* NAD 83(1986)-  48 29 11.     (N)    111 08 44.     (W)     SCALED    
 TL0464* NAVD 88     -      1024.889  (meters)    3362.49   (feet)  ADJUSTED  
 TL0464  ___________________________________________________________________
 TL0464  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 TL0464  DYNAMIC HT  -        1024.973 (meters)    3362.77  (feet)  COMP
 TL0464  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 TL0464
 TL0464  VERT ORDER  -  FIRST     CLASS II
 TL0464
 TL0464.The horizontal coordinates were scaled from a topographic map and have
 TL0464.an estimated accuracy of +/- 6 seconds.
 TL0464
 TL0464.The orthometric height was determined by differential leveling
 TL0464.and adjusted by the National Geodetic Survey in June 1991..
 TL0464
 TL0464.The geoid height was determined by GEOID03.
 TL0464
 TL0464.The dynamic height is computed by dividing the NAVD 88
 TL0464.geopotential number by the normal gravity value computed on the
 TL0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0464.degrees latitude (g = 980.6199 gals.).
 TL0464
 TL0464.The modeled gravity was interpolated from observed gravity values.
 TL0464
 TL0464;                    North         East    Units  Estimated Accuracy
 TL0464;SPC MT       -   472,040.      478,400.      MT  (+/- 180 meters Scaled)
 TL0464
 TL0464                          SUPERSEDED SURVEY CONTROL
 TL0464
 TL0464.No superseded survey control is available for this station.
 TL0464
 TL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU892703(NAD 83)
 TL0464_MARKER: DR = REFERENCE MARK DISK
 TL0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0464_SP_SET: CONCRETE POST
 TL0464_STAMPING: EAGLE NO 2 1964
 TL0464_PROJECTION: PROJECTING 25 CENTIMETERS
 TL0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0464+STABILITY: SURFACE MOTION
 TL0464
 TL0464  HISTORY     - Date     Condition        Report By
 TL0464  HISTORY     - 1964     MONUMENTED       CGS
 TL0464  HISTORY     - 1979     GOOD             NGS
 TL0464
 TL0464                          STATION DESCRIPTION
 TL0464
 TL0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0464'9.5 MI WEST FROM CHESTER.
 TL0464'8.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0464'IN CHESTER, AND THENCE 1.2 MILES SOUTH ALONG A FIELD ROAD, 55.9 FEET
 TL0464'NORTH OF THE STATION MARK, 44.6 FEET EAST OF A NORTH-SOUTH FENCE
 TL0464'LINE AND 24.4 FEET EAST OF THE CENTER OF THE ROAD.
 TL0464'THE MARK IS 41 FT  N FROM A WITNESS POST.
 TL0464'THE MARK IS 1 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0535 ***********************************************************************
 ST0535  DESIGNATION -  EAR MOUNTAIN
 ST0535  PID         -  ST0535
 ST0535  STATE/COUNTY-  MT/TETON
 ST0535  USGS QUAD   -  EAR MOUNTAIN (1995)
 ST0535
 ST0535                         *CURRENT SURVEY CONTROL
 ST0535  ___________________________________________________________________
 ST0535* NAD 83(1992)-  47 49 24.37149(N)    112 41 24.22946(W)     ADJUSTED  
 ST0535* NAVD 88     -      2616.6    (meters)    8585.     (feet)  VERTCON   
 ST0535  ___________________________________________________________________
 ST0535  LAPLACE CORR-         -17.61  (seconds)                    DEFLEC99
 ST0535  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 ST0535
 ST0535  HORZ ORDER  -  THIRD
 ST0535
 ST0535.The horizontal coordinates were established by classical geodetic methods
 ST0535.and adjusted by the National Geodetic Survey in July 1992..
 ST0535
 ST0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0535
 ST0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0535
 ST0535.The geoid height was determined by GEOID03.
 ST0535
 ST0535;                    North         East     Units Scale Factor Converg.
 ST0535;SPC MT       -   401,934.788   361,316.331   MT  0.99949291   -2 20 00.8
 ST0535;SPC MT       - 1,318,683.69  1,185,421.03   iFT  0.99949291   -2 20 00.8
 ST0535;UTM  12      - 5,298,059.040   373,501.053   MT  0.99979664   -1 15 09.5
 ST0535
 ST0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0535!SPC MT       -   0.99959212  x   0.99949291  =   0.99908523
 ST0535!UTM  12      -   0.99959212  x   0.99979664  =   0.99938884
 ST0535
 ST0535:                Primary Azimuth Mark                     Grid Az
 ST0535:SPC MT       -  ROCKY                                    263 51 07.9
 ST0535:UTM  12      -  ROCKY                                    262 46 16.6
 ST0535
 ST0535|---------------------------------------------------------------------|
 ST0535| PID    Reference Object                     Distance      Geod. Az  |
 ST0535|                                                           dddmmss.s |
 ST0535| ST0546 ROCKY                               APPROX. 8.4 KM 2613107.1 |
 ST0535|---------------------------------------------------------------------|
 ST0535
 ST0535                          SUPERSEDED SURVEY CONTROL
 ST0535
 ST0535  NAD 83(1986)-  47 49 24.37925(N)    112 41 24.21529(W) AD(       ) 3
 ST0535  NAD 27      -  47 49 24.56461(N)    112 41 21.06658(W) AD(       ) 3
 ST0535  NGVD 29 (07/19/86) 2615.4    (m)         8581.     (f) VERT ANG       
 ST0535
 ST0535.Superseded values are not recommended for survey control.
 ST0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0535.See file dsdata.txt to determine how the superseded data were derived.
 ST0535
 ST0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT7350198059(NAD 83)
 ST0535
 ST0535  HISTORY     - Date     Condition        Report By
 ST0535  HISTORY     - 1956     MONUMENTED       USGS
 ST0535  HISTORY     - 1956     SEE DESCRIPTION  USGS
 ST0535
 ST0535                          STATION DESCRIPTION
 ST0535
 ST0535'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 ST0535'A ROCK CAIRN WITH POLE, SET BY USFS AND PREVIOUSLY DESCRIBED IN 1939,
 ST0535'WAS RECOVERED.  THE NEW STATION MARK WAS SET AT APPROXIMATELY THE
 ST0535'SAME POSITION.
 ST0535'
 ST0535'THE NEW STATION IS LOCATED ABOUT 24 MI. DUE W. OF CHOTEAU, MONTANA,
 ST0535'ON A BUTTE KNOWN AS EAR MOUNTAIN OR EAR BUTTE.  THE STATION IS AT
 ST0535'THE N. END AND ON THE HIGHEST POINT OF THE MOUNTAIN.
 ST0535'
 ST0535'TO REACH THE STATION FROM CHOTEAU, DRIVE 20 MI. W. ON THE BELLVIEW
 ST0535'ROAD, THEN S. AND W. ON GRADED AND GRAVELED RD. 5.9 MI. TO ENTRANCE
 ST0535'TO THE SALMOND RANCH HEADQUARTERS.  FROM THE SALMOND RANCH DRIVE WITH
 ST0535'FOUR WHEEL DRIVE VEHICLE FOR 5.2 MI. N. AND W. UP THE S. FORK OF
 ST0535'WILLOW CREEK TO END OF DRIVING.  ON FOOT, PACK UP LONG SLOPING RIDGE
 ST0535'NW. TO FOOT OF STEEP ROCK SLIDES ON BUTTE.  THEN FOLLOW AROUND SLIDE
 ST0535'AREA TO W. SIDE OF TOP.  ASCEND STEEP ROCK SLIDE TO NOTCH AT ABOUT
 ST0535'THE MIDDLE OF THE TOP (ON W. SIDE).  CLIMB UP THROUGH NOTCH TO HIGHEST
 ST0535'POINT AND STATION, A 2-3/4 HOUR PACK.
 ST0535'
 ST0535'STATION MARK--STANDARD TABLET, CEMENTED IN BEDROCK, AND STAMPED
 ST0535'---EAR MOUNTAIN 1956 8580---.
 ST0535'
 ST0535'REFERENCE MARK NO. 1--CROSS ON ARROW, CHISELED IN BEDROCK, 11.08 FT.
 ST0535'FROM STATION MARK, S 80 DEG 44 MIN W.
 ST0535'
 ST0535'REFERENCE MARK NO. 2--DRILL HOLE IN BEDROCK, 14.40 FT. FROM STATION
 ST0535'MARK, N 36 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1664 ***********************************************************************
 SS1664  DESIGNATION -  EARLY
 SS1664  PID         -  SS1664
 SS1664  STATE/COUNTY-  MT/CASCADE
 SS1664  USGS QUAD   -  MORONY DAM (1994)
 SS1664
 SS1664                         *CURRENT SURVEY CONTROL
 SS1664  ___________________________________________________________________
 SS1664* NAD 83(1992)-  47 35 26.83814(N)    111 07 07.82524(W)     ADJUSTED  
 SS1664* NAVD 88     -      1037.     (meters)    3402.     (feet)  SCALED    
 SS1664  ___________________________________________________________________
 SS1664  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 SS1664  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 SS1664
 SS1664  HORZ ORDER  -  THIRD
 SS1664
 SS1664.The horizontal coordinates were established by classical geodetic methods
 SS1664.and adjusted by the National Geodetic Survey in July 1992..
 SS1664
 SS1664.The orthometric height was scaled from a topographic map.
 SS1664
 SS1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1664
 SS1664.The geoid height was determined by GEOID03.
 SS1664
 SS1664;                    North         East     Units Scale Factor Converg.
 SS1664;SPC MT       -   372,477.960   478,317.632   MT  0.99944354   -1 11 03.1
 SS1664;SPC MT       - 1,222,040.55  1,569,283.57   iFT  0.99944354   -1 11 03.1
 SS1664;UTM  12      - 5,270,826.522   491,065.168   MT  0.99960098   -0 05 15.9
 SS1664
 SS1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1664!SPC MT       -   0.99983973  x   0.99944354  =   0.99928336
 SS1664!UTM  12      -   0.99983973  x   0.99960098  =   0.99944077
 SS1664
 SS1664                          SUPERSEDED SURVEY CONTROL
 SS1664
 SS1664  NAD 83(1986)-  47 35 26.83878(N)    111 07 07.80620(W) AD(       ) 3
 SS1664
 SS1664.Superseded values are not recommended for survey control.
 SS1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1664.See file dsdata.txt to determine how the superseded data were derived.
 SS1664
 SS1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9106570827(NAD 83)
 SS1664_MARKER: DS = TRIANGULATION STATION DISK
 SS1664_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1664_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1664
 SS1664  HISTORY     - Date     Condition        Report By
 SS1664  HISTORY     - 1889     MONUMENTED       MORC
 SS1664  HISTORY     - 1965     MARK NOT FOUND   USGS
 SS1664
 SS1664                          STATION DESCRIPTION
 SS1664
 SS1664'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SS1664'STATION IS ON LEFT BANK, ABOUT 14 MI. BELOW THE TOWN OF GREAT FALLS,
 SS1664'MONTANA, AND 1.5 MI. FROM THE RIVER AT THE --GREAT FALLS--.  IS ON A
 SS1664'RISE ABOUT 300 FT. E. OF A SHANTY OWNED BY MR. EARLEY, ABOUT 2 MI. E.
 SS1664'TO RIVER.
 SS1664'
 SS1664'NOT FOUND IN 1965 BY USGS.
 SS1664'
 SS1664'STATION MARK--STANDARD MORC MONUMENT WITH AN IRON PIPE AND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0088 ***********************************************************************
 TJ0088  DESIGNATION -  EAST BASE
 TJ0088  PID         -  TJ0088
 TJ0088  STATE/COUNTY-  MT/VALLEY
 TJ0088  USGS QUAD   -  FORT PECK (1972)
 TJ0088
 TJ0088                         *CURRENT SURVEY CONTROL
 TJ0088  ___________________________________________________________________
 TJ0088* NAD 83(1992)-  48 00 31.41488(N)    106 23 47.10570(W)     ADJUSTED  
 TJ0088* NAVD 88     -       708.844  (meters)    2325.60   (feet)  ADJUSTED  
 TJ0088  ___________________________________________________________________
 TJ0088  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 TJ0088  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0088  DYNAMIC HT  -         708.905 (meters)    2325.80  (feet)  COMP
 TJ0088  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 TJ0088
 TJ0088  HORZ ORDER  -  SECOND
 TJ0088  VERT ORDER  -  FIRST     CLASS II
 TJ0088
 TJ0088.The horizontal coordinates were established by classical geodetic methods
 TJ0088.and adjusted by the National Geodetic Survey in July 1992..
 TJ0088
 TJ0088.The orthometric height was determined by differential leveling
 TJ0088.and adjusted by the National Geodetic Survey in June 1991..
 TJ0088
 TJ0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0088
 TJ0088.The geoid height was determined by GEOID03.
 TJ0088
 TJ0088.The dynamic height is computed by dividing the NAVD 88
 TJ0088.geopotential number by the normal gravity value computed on the
 TJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0088.degrees latitude (g = 980.6199 gals.).
 TJ0088
 TJ0088.The modeled gravity was interpolated from observed gravity values.
 TJ0088
 TJ0088;                    North         East     Units Scale Factor Converg.
 TJ0088;SPC MT       -   422,250.854   831,400.706   MT  0.99954417   +2 16 13.0
 TJ0088;SPC MT       - 1,385,337.45  2,727,692.60   iFT  0.99954417   +2 16 13.0
 TJ0088;UTM  13      - 5,318,213.505   395,852.114   MT  0.99973328   -1 02 16.7
 TJ0088
 TJ0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0088!SPC MT       -   0.99989156  x   0.99954417  =   0.99943578
 TJ0088!UTM  13      -   0.99989156  x   0.99973328  =   0.99962487
 TJ0088
 TJ0088|---------------------------------------------------------------------|
 TJ0088| PID    Reference Object                     Distance      Geod. Az  |
 TJ0088|                                                           dddmmss.s |
 TJ0088| TJ0605 FT PECK SPILLWAY SHAFT AREA TK      323.177 METERS 03742     |
 TJ0088| CQ5448 EAST BASE RM 1                       14.243 METERS 15054     |
 TJ0088| TJ0604 R 8 L                               264.286 METERS 16939     |
 TJ0088| CS9046 EAST BASE RM 2                       11.323 METERS 23526     |
 TJ0088| SQ0452 WEST BASE                           APPROX. 3.4 KM 2460109.5 |
 TJ0088| SQ0482 FT PECK AET SHORTWAVE RAD MAST      APPROX. 7.9 KM 2601610.2 |
 TJ0088|---------------------------------------------------------------------|
 TJ0088
 TJ0088                          SUPERSEDED SURVEY CONTROL
 TJ0088
 TJ0088  NAD 83(1986)-  48 00 31.41365(N)    106 23 47.09618(W) AD(       ) 2
 TJ0088  NAD 27      -  48 00 31.35300(N)    106 23 44.96200(W) AD(       ) 2
 TJ0088  NGVD 29 (??/??/92)  708.218  (m)         2323.55   (f) ADJ UNCH    1 2
 TJ0088
 TJ0088.Superseded values are not recommended for survey control.
 TJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0088.See file dsdata.txt to determine how the superseded data were derived.
 TJ0088
 TJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP9585218214(NAD 83)
 TJ0088_MARKER: DD = SURVEY DISK
 TJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0088_STAMPING: S-4114.112 RO125000D
 TJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0088+STABILITY: SURFACE MOTION
 TJ0088
 TJ0088  HISTORY     - Date     Condition        Report By
 TJ0088  HISTORY     - 1948     MONUMENTED       USE
 TJ0088  HISTORY     - 1948     GOOD             NGS
 TJ0088
 TJ0088                          STATION DESCRIPTION
 TJ0088
 TJ0088'DESCRIBED BY US ENGINEERS 1948 (MJT)
 TJ0088'THE STATION IS LOCATED ABOUT 4 MILES EAST OF FORT PECK, 2 MILES
 TJ0088'SOUTHWEST OF THE DAM SPILLWAY, AND ON LAND OWNED BY THE U.S.
 TJ0088'GOVERNMENT.
 TJ0088'
 TJ0088'TO REACH FROM THE POST OFFICE IN FORT PECK, GO SOUTH ON BLACK-TOP
 TJ0088'ROAD 0.6 MILES TO A T-INTERSECTION, TURN RIGHT AND GO WEST
 TJ0088'1.05 MILES TO A GRAVELED ROAD ON TOP OF THE DAM.  TURN SHARP
 TJ0088'LEFT AND FOLLOW GRAVELED ROAD NORTHEAST 4.05 MILES TO THE STATION
 TJ0088'ON THE RIGHT OF THE ROAD.
 TJ0088'
 TJ0088'THE STATION IS 100 FEET SOUTH OF A GRAVELED ROAD, AND 7 FEET
 TJ0088'WEST OF A WITNESS POST.  THE STATION MARK IS A STANDARD CORPS
 TJ0088'OF ENGINEERS U.S. ARMY MAP CONTROL STATION DISK SET IN THE TOP
 TJ0088'OF A CONCRETE MONUMENT.  THE MONUMENT IS 1-1/2 X 2-1/2 FEET
 TJ0088'AT THE BOTTOM, 5 X 12 INCHES AT THE TOP, AND IT PROJECTS 2-1/2
 TJ0088'FEET.  THE DISK IS STAMPED S - 4 + 4, 112 R 1 0 + 25.000D
 TJ0088'
 TJ0088'REFERENCE MARK NO. 1 IS 105 FEET SOUTH OF A GRAVELED ROAD.
 TJ0088'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 TJ0088'A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 5 INCHES,
 TJ0088'AND THE DISK IS STAMPED E. BASE USED NO 1 1948.
 TJ0088'
 TJ0088'REFERENCE MARK NO. 2 IS 137 FEET SOUTH OF A GRAVELED ROAD.
 TJ0088'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 TJ0088'A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 5 INCHES,
 TJ0088'AND THE DISK IS STAMPED E. BASE USED NO 2 1948.
 TJ0088'
 TJ0088'TRIANGULATION STATION W. BASE (USE) WAS USED AS AN AZIMUTH
 TJ0088'MARK FOR THIS STATION.  IT IS APPROXIMATELY 3-1/2 MILES FROM
 TJ0088'THE STATION.
 TJ0088'
 TJ0088'A 4-FOOT STAND WILL SEE STATIONS WOLF TIE, R8L (USE), ISLAND
 TJ0088'(USE), W. BASE (USE), AND R 8, 9, 10, R (USE).
 TJ0088'
 TJ0088'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TJ0088
 TJ0088                          STATION RECOVERY (1948)
 TJ0088
 TJ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 TJ0088'0.1 MI E FROM FORT PECK.
 TJ0088'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT PECK
 TJ0088'DAM AT FORT PECK, APPROXIMATELY 100 YARDS WEST OF THE WEST END OF A
 TJ0088'HILL, 103.0 FEET SOUTH OF AND 25.0 FEET HIGHER THAN THE CENTER LINE OF
 TJ0088'THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2.3 FEET
 TJ0088'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1401 ***********************************************************************
 SS1401  DESIGNATION -  EAST BASE
 SS1401  PID         -  SS1401
 SS1401  STATE/COUNTY-  MT/CASCADE
 SS1401  USGS QUAD   -  NORTHEAST GREAT FALL (1994)
 SS1401
 SS1401                         *CURRENT SURVEY CONTROL
 SS1401  ___________________________________________________________________
 SS1401* NAD 83(1992)-  47 30 34.40862(N)    111 11 37.93561(W)     ADJUSTED  
 SS1401* NAVD 88     -      1093.9    (meters)    3589.     (feet)  VERTCON   
 SS1401  ___________________________________________________________________
 SS1401  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 SS1401  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 SS1401
 SS1401  HORZ ORDER  -  FIRST
 SS1401
 SS1401.The horizontal coordinates were established by classical geodetic methods
 SS1401.and adjusted by the National Geodetic Survey in July 1992..
 SS1401
 SS1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1401
 SS1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1401
 SS1401.The geoid height was determined by GEOID03.
 SS1401
 SS1401;                    North         East     Units Scale Factor Converg.
 SS1401;SPC MT       -   363,573.096   472,483.523   MT  0.99943022   -1 14 20.7
 SS1401;SPC MT       - 1,192,825.12  1,550,142.79   iFT  0.99943022   -1 14 20.7
 SS1401;UTM  12      - 5,261,810.180   485,401.562   MT  0.99960262   -0 08 34.7
 SS1401
 SS1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1401!SPC MT       -   0.99983077  x   0.99943022  =   0.99926109
 SS1401!UTM  12      -   0.99983077  x   0.99960262  =   0.99943346
 SS1401
 SS1401:                Primary Azimuth Mark                     Grid Az
 SS1401:SPC MT       -  E 1                                      055 06 21.1
 SS1401:UTM  12      -  E 1                                      054 00 35.1
 SS1401
 SS1401|---------------------------------------------------------------------|
 SS1401| PID    Reference Object                     Distance      Geod. Az  |
 SS1401|                                                           dddmmss.s |
 SS1401| CN4026 E 1                                                0535200.4 |
 SS1401| CN3456 EAST BASE RM 3                        7.025 METERS 12719     |
 SS1401| CN3457 EAST BASE TANK RM 1                                13516     |
 SS1401| SS1432 GREAT FALLS BILLINGS AWY BN 58      APPROX.10.0 KM 1503450.9 |
 SS1401| SS1452 BIG BEND                            APPROX.17.6 KM 2025356.1 |
 SS1401| CN3454 EAST BASE RM 1                        6.928 METERS 22325     |
 SS1401| SS1447 GREAT FALLS HIGHLAND CEM SPIPE      APPROX. 7.6 KM 2293917.2 |
 SS1401| SS1440 GREAT FALLS GORE FLD WATER TK       APPROX.12.8 KM 2545554.4 |
 SS1401| SS1450 GREAT FALLS GORE FIELD APT BCN      APPROX.12.2 KM 2581528.4 |
 SS1401| SS1411 GREAT FALLS GNRR SHOPS STACK        APPROX. 9.0 KM 2640932.2 |
 SS1401| SS1416 GREAT FALLS ST ANNS CATHEDRAL       APPROX. 7.6 KM 2692112.7 |
 SS1401| SS1420 GREAT FALLS GENERAL MILLS TANK      APPROX. 5.1 KM 2771541.9 |
 SS1401| SS1419 GREAT FALLS ANACONDA MINE STK       APPROX. 5.6 KM 2905515.5 |
 SS1401| CN3455 EAST BASE RM 2                        6.974 METERS 31030     |
 SS1401|---------------------------------------------------------------------|
 SS1401
 SS1401                          SUPERSEDED SURVEY CONTROL
 SS1401
 SS1401  NAD 83(1986)-  47 30 34.40725(N)    111 11 37.91694(W) AD(       ) 1
 SS1401  NAD 27      -  47 30 34.54500(N)    111 11 35.09600(W) AD(       ) 1
 SS1401  NGVD 29 (07/19/86) 1093.0    (m)         3586.     (f) VERT ANG       
 SS1401
 SS1401.Superseded values are not recommended for survey control.
 SS1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1401.See file dsdata.txt to determine how the superseded data were derived.
 SS1401
 SS1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8540261810(NAD 83)
 SS1401_MARKER: DS = TRIANGULATION STATION DISK
 SS1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1401+STABILITY: SURFACE MOTION
 SS1401
 SS1401  HISTORY     - Date     Condition        Report By
 SS1401  HISTORY     - 1947     MONUMENTED       USGS
 SS1401  HISTORY     - 1949     GOOD             CGS
 SS1401  HISTORY     - 1949     GOOD             NGS
 SS1401  HISTORY     - 1955     GOOD             CGS
 SS1401  HISTORY     - 1961     GOOD             CGS
 SS1401
 SS1401                          STATION DESCRIPTION
 SS1401
 SS1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1401'STATION IS ABOUT 5 MILES EAST OF GREAT FALLS, AT THE EAST BASE ARMY
 SS1401'AIR BASE, ON THE TOP OF THE CONCRETE WATER TANK, WHICH IS THE
 SS1401'HIGHEST TANK ON THE BASE.
 SS1401'
 SS1401'THE DISTANCE TO USGS REFERENCE MARK NO. (1) WAS NOT MEASURED.
 SS1401'
 SS1401'STATION MARK IS A CHISELED CROSS IN THE APPROXIMATE CENTER
 SS1401'OF THE METAL TRAP DOOR ON THE ROOF OF THE TANK.
 SS1401'
 SS1401'REFERENCE MARK NO. 1 IS A STANDARD UNITED STATES COAST AND
 SS1401'GEODETIC SURVEY BRONZE REFERENCE MARK DISK SET IN A DRILL
 SS1401'HOLE IN THE CONCRETE RIM OF THE TANK.  THE DISK IS STAMPED
 SS1401'EAST BASE USGS NO 1 1949.
 SS1401'
 SS1401'REFERENCE MARK NO. 2 IS A STANDARD UNITED STATES COAST AND
 SS1401'GEODETIC SURVEY BRONZE REFERENCE MARK DISK SET IN A DRILL
 SS1401'HOLE IN THE CONCRETE RIM OF THE TANK.  THE DISK IS STAMPED
 SS1401'EAST BASE USGS NO 2 1949.
 SS1401'
 SS1401'REFERENCE MARK NO. 3 IS A STANDARD UNITED STATES COAST AND
 SS1401'GEODETIC SURVEY BRONZE REFERENCE MARK DISK SET IN A DRILL
 SS1401'HOLE IN THE CONCRETE RIM OF THE TANK.  THE DISK IS STAMPED
 SS1401'EAST BASE USGS NO 3 1949.
 SS1401'
 SS1401'USGS REFERENCE MARK NO. (1) IS A STANDARD UNITED STATES
 SS1401'GEOLOGICAL SURVEY BRONZE REFERENCE MARK DISK SET IN A DRILL
 SS1401'HOLE IN THE NORTH EDGE OF A CONCRETE APRON.  IT IS 24 FEET
 SS1401'SOUTHWEST OF A WATER HYDRANT NUMBERED 19 B.  THE DISK IS STAMPED
 SS1401'EAST BASE TANK 1 1947.
 SS1401'
 SS1401'B.M. E 1 IS APPROXIMATELY 0.5 MILE FROM THE STATION AND WAS USED
 SS1401'AS AN AZIMUTH MARK.  IT IS 35 FEET SOUTH OF THE APPROXIMATE
 SS1401'CENTER OF FIRST STREET.  THE MARK IS A STANDARD UNITED STATES
 SS1401'ENGINEER OFFICE BRONZE DISK SET IN A DRILL HOLE IN THE CONCRETE
 SS1401'BASE OF THE CHIMNEY OF THE MILITARY TRANSPORTATION OFFICE
 SS1401'BUILDING.  THE DISK IS STAMPED B M E 1 1944.
 SS1401'
 SS1401'A 10 FOOT STAND AT STATION EAST BASE (USGS) WILL SEE 4 FOOT STANDS
 SS1401'AT STATIONS, BIG BEND (USGS), GOODWIN, GORE FIELD, MESA (USGS),
 SS1401'SPU, FLAT TOP AND SHEPHERD (MO.RC).
 SS1401
 SS1401                          STATION RECOVERY (1949)
 SS1401
 SS1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 SS1401'STATION MARK--CHISELED CROSS IN THE APPROXIMATE CENTER OF THE METAL
 SS1401'TRAP DOOR ON THE ROOF OF THE TANK.
 SS1401'
 SS1401'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN CONCRETE
 SS1401'HANGER APRON, 305.30 FT. FROM CENTER OF TANK, S 75 DEG 30 MIN E.
 SS1401'
 SS1401'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN CONCRETE
 SS1401'MONUMENT, 268.50 FT. FROM CENTER OF TANK, S 27 DEG 59 MIN E.
 SS1401
 SS1401                          STATION RECOVERY (1955)
 SS1401
 SS1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (MJT)
 SS1401'A ROTATING BEACON HAS BEEN ESTABLISHED OVER THE STATION MARK
 SS1401'AT THE CENTER OF THE WATER TANK.  THERE IS A SPACE OF ABOUT
 SS1401'3-1/2 FEET BETWEEN THE MARK AND THE FLOOR OF THE STAND SUPPORTING
 SS1401'THE BEACON, PERMITTING ACCESS TO THE STATION MARK.  VISIBILITY
 SS1401'FROM THE STATION COULD BE OBSTRUCTED BY THE LEGS SUPPORTING THE
 SS1401'BEACON.
 SS1401'
 SS1401'THE PRESENT AZIMUTH MARK IS OBSTRUCTED BY A POST LOCATED ON A
 SS1401'BUILDING CONSTRUCTED IN 1951.  THE EXISTING AZIMUTH MARK
 SS1401'MAY BE USED WITH A SPECIAL TRIPOD OVER BENCH MARK E 1.
 SS1401'
 SS1401'REFERENCE MARKS 2 AND 3 ARE REPORTED AS BEING UNDISTURBED.
 SS1401
 SS1401                          STATION RECOVERY (1961)
 SS1401
 SS1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1401'STATION MARK--CHISELED CROSS IN THE APPROXIMATE CENTER OF THE METAL
 SS1401'TRAP DOOR ON THE ROOF OF THE TANK.
 SS1401'
 SS1401'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN CONCRETE
 SS1401'HANGER APRON, 305.30 FT. FROM CENTER OF TANK S 75 DEGREES
 SS1401'30 MINUTES E.  DISCREPANCY BETWEEN THE USGS AND THE NGS AZIMUTH FOR TH
 SS1401'REFERENCE MARK.
 SS1401'
 SS1401'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN CONCRETE
 SS1401'MONUMENT, 268.50 FT. FROM CENTER OF TANK S 27 DEGREES 59
 SS1401'MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0516 ***********************************************************************
 TK0516  DESIGNATION -  EAST BASE
 TK0516  PID         -  TK0516
 TK0516  STATE/COUNTY-  MT/HILL
 TK0516  USGS QUAD   -  FRESNO DAM (1970)
 TK0516
 TK0516                         *CURRENT SURVEY CONTROL
 TK0516  ___________________________________________________________________
 TK0516* NAD 83(1992)-  48 33 39.60639(N)    109 54 14.24498(W)     ADJUSTED  
 TK0516* NAVD 88     -       808.     (meters)    2651.     (feet)  VERTCON   
 TK0516  ___________________________________________________________________
 TK0516  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 TK0516  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TK0516
 TK0516  HORZ ORDER  -  THIRD
 TK0516
 TK0516.The horizontal coordinates were established by classical geodetic methods
 TK0516.and adjusted by the National Geodetic Survey in July 1992..
 TK0516
 TK0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0516
 TK0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0516
 TK0516.The geoid height was determined by GEOID03.
 TK0516
 TK0516;                    North         East     Units Scale Factor Converg.
 TK0516;SPC MT       -   479,131.517   570,190.132   MT  0.99976017   -0 17 43.8
 TK0516;SPC MT       - 1,571,953.80  1,870,702.53   iFT  0.99976017   -0 17 43.8
 TK0516;UTM  12      - 5,379,236.190   580,868.929   MT  0.99968035   +0 49 18.1
 TK0516
 TK0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0516!SPC MT       -   0.99987593  x   0.99976017  =   0.99963613
 TK0516!UTM  12      -   0.99987593  x   0.99968035  =   0.99955632
 TK0516
 TK0516:                Primary Azimuth Mark                     Grid Az
 TK0516:SPC MT       -  WEST BASE                                276 09 15.0
 TK0516:UTM  12      -  WEST BASE                                275 02 13.1
 TK0516
 TK0516|---------------------------------------------------------------------|
 TK0516| PID    Reference Object                     Distance      Geod. Az  |
 TK0516|                                                           dddmmss.s |
 TK0516| TL0617 WEST BASE                           APPROX. 9.1 KM 2755131.2 |
 TK0516|---------------------------------------------------------------------|
 TK0516
 TK0516                          SUPERSEDED SURVEY CONTROL
 TK0516
 TK0516  NAD 83(1986)-  48 33 39.60713(N)    109 54 14.23037(W) AD(       ) 3
 TK0516  NAD 27      -  48 33 39.62297(N)    109 54 11.46074(W) AD(       ) 3
 TK0516  NGVD 29 (07/19/86)  807.     (m)         2648.     (f) VERT ANG       
 TK0516
 TK0516.Superseded values are not recommended for survey control.
 TK0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0516.See file dsdata.txt to determine how the superseded data were derived.
 TK0516
 TK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU8086979236(NAD 83)
 TK0516_MARKER: Z = SEE DESCRIPTION
 TK0516_SETTING: 0 = UNSPECIFIED SETTING
 TK0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0516
 TK0516  HISTORY     - Date     Condition        Report By
 TK0516  HISTORY     - 1902     MONUMENTED       USGS
 TK0516
 TK0516                          STATION DESCRIPTION
 TK0516
 TK0516'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 TK0516'AT E. END OF BURNHAM BASE LINE, ONE-HALF MILE W. OF BURNHAM SECTION
 TK0516'HOUSE ON GREAT NORTHERN RAILROAD RIGHT OF WAY, 80 FT. S. OF TRACK, ON
 TK0516'SMALL KNOLL NEAR W. END OF CURVE.
 TK0516'
 TK0516'STATION MARK - IRON BENCH MARK POST SET IN CUBIC YARD OF CEMENT, TOP
 TK0516'OF POST PROJECTING 3 IN. ABOVE GROUND.
 TK0516'
 TK0516'REFERENCE MARKS - BENCH MARK POSTS SET 3 FT. IN GROUND AT RIGHT ANGLES
 TK0516'TO AND ON PROLONGATION OF BASE LINE, 20 FT. DISTANT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0605 ***********************************************************************
 SQ0605  DESIGNATION -  EAST BASE
 SQ0605  PID         -  SQ0605
 SQ0605  STATE/COUNTY-  MT/PHILLIPS
 SQ0605  USGS QUAD   -  HERMAN POINT (1965)
 SQ0605
 SQ0605                         *CURRENT SURVEY CONTROL
 SQ0605  ___________________________________________________________________
 SQ0605* NAD 83(1992)-  47 38 21.40030(N)    107 39 24.35591(W)     ADJUSTED  
 SQ0605* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 SQ0605  ___________________________________________________________________
 SQ0605  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 SQ0605  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SQ0605
 SQ0605  HORZ ORDER  -  THIRD
 SQ0605
 SQ0605.The horizontal coordinates were established by classical geodetic methods
 SQ0605.and adjusted by the National Geodetic Survey in July 1992..
 SQ0605
 SQ0605.The orthometric height was scaled from a topographic map.
 SQ0605
 SQ0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0605
 SQ0605.The geoid height was determined by GEOID03.
 SQ0605
 SQ0605;                    North         East     Units Scale Factor Converg.
 SQ0605;SPC MT       -   378,237.452   738,419.549   MT  0.99945246   +1 20 54.0
 SQ0605;SPC MT       - 1,240,936.52  2,422,636.32   iFT  0.99945246   +1 20 54.0
 SQ0605;UTM  13      - 5,279,628.563   300,446.149   MT  1.00008938   -1 57 49.6
 SQ0605
 SQ0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0605!SPC MT       -   0.99989717  x   0.99945246  =   0.99934969
 SQ0605!UTM  13      -   0.99989717  x   1.00008938  =   0.99998654
 SQ0605
 SQ0605                          SUPERSEDED SURVEY CONTROL
 SQ0605
 SQ0605  NAD 83(1986)-  47 38 21.39524(N)    107 39 24.33971(W) AD(       ) 3
 SQ0605
 SQ0605.Superseded values are not recommended for survey control.
 SQ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0605.See file dsdata.txt to determine how the superseded data were derived.
 SQ0605
 SQ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN0044679629(NAD 83)
 SQ0605_MARKER: DS = TRIANGULATION STATION DISK
 SQ0605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0605
 SQ0605  HISTORY     - Date     Condition        Report By
 SQ0605  HISTORY     - 1885     MONUMENTED       MORC
 SQ0605
 SQ0605                          STATION DESCRIPTION
 SQ0605
 SQ0605'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SQ0605'EAST BASE IS ON LEFT BANK, 9,712 FT. N. 73 DEGREES E. FROM
 SQ0605'TRIANGULATION STATION WEST BASE, AND IS ABOUT 1 MI. ABOVE WHERE
 SQ0605'TROVERS OR FOURCHETTE CREEK COMES OUT OF THE BLUFFS.  IT IS 27 FT.
 SQ0605'LOWER IN ELEVATION THAN TRIANGULATION STATION WEST BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0426 ***********************************************************************
 TK0426  DESIGNATION -  EAST BELKNAP RESET
 TK0426  PID         -  TK0426
 TK0426  STATE/COUNTY-  MT/PHILLIPS
 TK0426  USGS QUAD   -  COBURG SE (1964)
 TK0426
 TK0426                         *CURRENT SURVEY CONTROL
 TK0426  ___________________________________________________________________
 TK0426* NAD 83(1992)-  48 18 50.37193(N)    108 17 15.77058(W)     ADJUSTED  
 TK0426* NAVD 88     -       817.     (meters)    2680.     (feet)  SCALED    
 TK0426  ___________________________________________________________________
 TK0426  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 TK0426  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TK0426
 TK0426  HORZ ORDER  -  THIRD
 TK0426
 TK0426.The horizontal coordinates were established by classical geodetic methods
 TK0426.and adjusted by the National Geodetic Survey in July 1992..
 TK0426
 TK0426.The orthometric height was scaled from a topographic map.
 TK0426
 TK0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0426
 TK0426.The geoid height was determined by GEOID03.
 TK0426
 TK0426;                    North         East     Units Scale Factor Converg.
 TK0426;SPC MT       -   452,291.177   689,882.043   MT  0.99965182   +0 53 12.5
 TK0426;SPC MT       - 1,483,894.94  2,263,392.53   iFT  0.99965182   +0 53 12.5
 TK0426;UTM  12      - 5,354,755.776   701,084.965   MT  1.00009684   +2 01 34.4
 TK0426
 TK0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0426!SPC MT       -   0.99987460  x   0.99965182  =   0.99952647
 TK0426!UTM  12      -   0.99987460  x   1.00009684  =   0.99997143
 TK0426
 TK0426:                Primary Azimuth Mark                     Grid Az
 TK0426:SPC MT       -  LAST ET                                  107 25 09.7
 TK0426:UTM  12      -  LAST ET                                  106 16 47.8
 TK0426
 TK0426|---------------------------------------------------------------------|
 TK0426| PID    Reference Object                     Distance      Geod. Az  |
 TK0426|                                                           dddmmss.s |
 TK0426| TK0421 LAST ET                             APPROX. 7.7 KM 1081822.2 |
 TK0426|---------------------------------------------------------------------|
 TK0426
 TK0426                          SUPERSEDED SURVEY CONTROL
 TK0426
 TK0426  NAD 83(1986)-  48 18 50.37155(N)    108 17 15.76264(W) AD(       ) 3
 TK0426  NAD 27      -  48 18 50.36682(N)    108 17 13.29600(W) AD(       ) 3
 TK0426
 TK0426.Superseded values are not recommended for survey control.
 TK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0426.See file dsdata.txt to determine how the superseded data were derived.
 TK0426
 TK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU0108554756(NAD 83)
 TK0426
 TK0426  HISTORY     - Date     Condition        Report By
 TK0426  HISTORY     - 1964     MONUMENTED       USGS
 TK0426  HISTORY     - 1964     GOOD             USGS
 TK0426
 TK0426                          STATION DESCRIPTION
 TK0426
 TK0426'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0426'ON HIGHEST POINT OF LAND ABOUT 4 MI. S. OF MILK RIVER AND 1/4 MI. E.
 TK0426'OF E. BOUNDARY OF THE FORT BELKNAP INDIAN RESERVATION.
 TK0426'
 TK0426'RECOVERED AND REDESCRIBED AS FOLLOWS, ABOUT 6 MI. S.
 TK0426'OF DODSON, MONTANA, JUST E. OF THE E. BOUNDARY OF THE FORT BELKNAP
 TK0426'INDIAN RESERVATION, NEAR THE CENTER OF THE SW. 1/4 SEC. 31, T 30 N.,
 TK0426'R.26 E., LOCATED ON THE HIGHEST POINT IN THE VICINITY, ABOUT 0.8 MI.
 TK0426'W. OF MONTANA SECONDARY RD. 204.
 TK0426'
 TK0426'TO REACH THE STATION FROM DODSON SCHOOL IN DODSON, MONTANA, PROCEED
 TK0426'S. ON MONTANA SECONDARY 204 -BLACKTOP- 5.0 MI. TO T-RD. E. AND A FIELD
 TK0426'RD. W. TURN RIGHT W. PASSING THRU A GATE, 0.3 MI. TO A GATE IN THE E-W
 TK0426'FENCE, PASS THRU GATE FOLLOWING FIELD RD. 0.6 MI. TO TOP AND STATION
 TK0426'ON RIGHT.
 TK0426'
 TK0426'STATION MARK - A STANDARD BRONZE TABLET RIVETED TO THE TOP OF A 3 1/2
 TK0426'IN. PIPE.  STAMPED ---EAST BELKNAP 1903 ET 1964---.
 TK0426'
 TK0426'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0771 ***********************************************************************
 TL0771  DESIGNATION -  EAST BUTTE
 TL0771  PID         -  TL0771
 TL0771  STATE/COUNTY-  MT/LIBERTY
 TL0771  USGS QUAD   -  HAWLEY HILL (1962)
 TL0771
 TL0771                         *CURRENT SURVEY CONTROL
 TL0771  ___________________________________________________________________
 TL0771* NAD 83(1992)-  48 54 08.08611(N)    111 08 01.75489(W)     ADJUSTED  
 TL0771* NAVD 88     -      1220.     (meters)    4003.     (feet)  SCALED    
 TL0771  ___________________________________________________________________
 TL0771  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 TL0771  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 TL0771
 TL0771  HORZ ORDER  -  THIRD
 TL0771
 TL0771.The horizontal coordinates were established by classical geodetic methods
 TL0771.and adjusted by the National Geodetic Survey in July 1992..
 TL0771
 TL0771.The orthometric height was scaled from a topographic map.
 TL0771
 TL0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0771
 TL0771.The geoid height was determined by GEOID03.
 TL0771
 TL0771;                    North         East     Units Scale Factor Converg.
 TL0771;SPC MT       -   518,245.965   480,232.332   MT  0.99994134   -1 11 42.5
 TL0771;SPC MT       - 1,700,282.04  1,575,565.39   iFT  0.99994134   -1 11 42.5
 TL0771;UTM  12      - 5,416,597.672   490,192.869   MT  0.99960118   -0 06 03.0
 TL0771
 TL0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0771!SPC MT       -   0.99981120  x   0.99994134  =   0.99975255
 TL0771!UTM  12      -   0.99981120  x   0.99960118  =   0.99941245
 TL0771
 TL0771:                Primary Azimuth Mark                     Grid Az
 TL0771:SPC MT       -  LAIRD                                    077 02 46.3
 TL0771:UTM  12      -  LAIRD                                    075 57 06.8
 TL0771
 TL0771|---------------------------------------------------------------------|
 TL0771| PID    Reference Object                     Distance      Geod. Az  |
 TL0771|                                                           dddmmss.s |
 TL0771| TL0774 LAIRD                               APPROX. 9.2 KM 0755103.8 |
 TL0771|---------------------------------------------------------------------|
 TL0771
 TL0771                          SUPERSEDED SURVEY CONTROL
 TL0771
 TL0771  NAD 83(1986)-  48 54 08.08511(N)    111 08 01.75947(W) AD(       ) 3
 TL0771
 TL0771.Superseded values are not recommended for survey control.
 TL0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0771.See file dsdata.txt to determine how the superseded data were derived.
 TL0771
 TL0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV9019316598(NAD 83)
 TL0771_MARKER: DD = SURVEY DISK
 TL0771_SETTING: 80 = SET IN A BOULDER
 TL0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0771+STABILITY: SURFACE MOTION
 TL0771
 TL0771  HISTORY     - Date     Condition        Report By
 TL0771  HISTORY     - 1908     MONUMENTED       IBC
 TL0771
 TL0771                          STATION DESCRIPTION
 TL0771
 TL0771'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0771'ABOUT 7 MILES SOUTH OF THE INTERNATIONAL BOUNDARY, IN SW 1/4 SECTION
 TL0771'6, TOWNSHIP 36 N, RANGE 5 E, PRINCIPAL MERIDIAN.  THE STATION IS ON
 TL0771'THE MOST NORTHERN SPUR OF EAST BUTTE.
 TL0771'
 TL0771'STATION MARK--A BRONZE DISK SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0440 ***********************************************************************
 TK0440  DESIGNATION -  EAST CHERRY
 TK0440  PID         -  TK0440
 TK0440  STATE/COUNTY-  MT/BLAINE
 TK0440  USGS QUAD   -  EAST BUTTE (1984)
 TK0440
 TK0440                         *CURRENT SURVEY CONTROL
 TK0440  ___________________________________________________________________
 TK0440* NAD 83(1992)-  48 43 51.91195(N)    108 49 50.02962(W)     ADJUSTED  
 TK0440* NAVD 88     -       996.     (meters)    3268.     (feet)  SCALED    
 TK0440  ___________________________________________________________________
 TK0440  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 TK0440  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0440
 TK0440  HORZ ORDER  -  THIRD
 TK0440
 TK0440.The horizontal coordinates were established by classical geodetic methods
 TK0440.and adjusted by the National Geodetic Survey in July 1992..
 TK0440
 TK0440.The orthometric height was scaled from a topographic map.
 TK0440
 TK0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0440
 TK0440.The geoid height was determined by GEOID03.
 TK0440
 TK0440;                    North         East     Units Scale Factor Converg.
 TK0440;SPC MT       -   498,175.253   649,238.822   MT  0.99984589   +0 29 22.9
 TK0440;SPC MT       - 1,634,433.24  2,130,048.63   iFT  0.99984589   +0 29 22.9
 TK0440;UTM  12      - 5,399,833.162   659,525.617   MT  0.99991265   +1 37 51.4
 TK0440
 TK0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0440!SPC MT       -   0.99984652  x   0.99984589  =   0.99969244
 TK0440!UTM  12      -   0.99984652  x   0.99991265  =   0.99975919
 TK0440
 TK0440:                Primary Azimuth Mark                     Grid Az
 TK0440:SPC MT       -  PRAIRIE                                  108 46 40.3
 TK0440:UTM  12      -  PRAIRIE                                  107 38 11.8
 TK0440
 TK0440|---------------------------------------------------------------------|
 TK0440| PID    Reference Object                     Distance      Geod. Az  |
 TK0440|                                                           dddmmss.s |
 TK0440| TK0439 PRAIRIE                             APPROX.13.0 KM 1091603.2 |
 TK0440|---------------------------------------------------------------------|
 TK0440
 TK0440                          SUPERSEDED SURVEY CONTROL
 TK0440
 TK0440  NAD 83(1986)-  48 43 51.91879(N)    108 49 50.01255(W) AD(       ) 3
 TK0440  NAD 27      -  48 43 51.91023(N)    108 49 47.46034(W) AD(       ) 3
 TK0440
 TK0440.Superseded values are not recommended for survey control.
 TK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0440.See file dsdata.txt to determine how the superseded data were derived.
 TK0440
 TK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU5952699833(NAD 83)
 TK0440
 TK0440  HISTORY     - Date     Condition        Report By
 TK0440  HISTORY     - 1902     MONUMENTED       USGS
 TK0440  HISTORY     - 1903     GOOD             USGS
 TK0440
 TK0440                          STATION DESCRIPTION
 TK0440
 TK0440'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 TK0440'ON THE S. RIDGE OF THE CHERRY PATCH HILLS, KNOWN AS E. CHERRY PATCH,
 TK0440'ON HIGHEST POINT OF SW. POINT NEAR BREAKOFF, ABOUT 4 MI. E. OF THIRTY
 TK0440'MILE CREEK, 3/4 MI. W. OF HARLEM WAGON RD.
 TK0440'
 TK0440'RECOVERED.
 TK0440'
 TK0440'STATION MARK - AN IRON POST SET IN 30 INCHES IN THE GROUND.
 TK0440'
 TK0440'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0894 ***********************************************************************
 TM0894  DESIGNATION -  EAST GLACIER MUNICIPAL TANK
 TM0894  PID         -  TM0894
 TM0894  STATE/COUNTY-  MT/GLACIER
 TM0894  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM0894
 TM0894                         *CURRENT SURVEY CONTROL
 TM0894  ___________________________________________________________________
 TM0894* NAD 83(1992)-  48 26 27.26080(N)    113 13 08.66113(W)     ADJUSTED  
 TM0894* NAVD 88     -                                                        
 TM0894  ___________________________________________________________________
 TM0894  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 TM0894  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 TM0894
 TM0894  HORZ ORDER  -  THIRD
 TM0894
 TM0894.The horizontal coordinates were established by classical geodetic methods
 TM0894.and adjusted by the National Geodetic Survey in July 1992..
 TM0894
 TM0894
 TM0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0894
 TM0894.The geoid height was determined by GEOID03.
 TM0894
 TM0894;                    North         East     Units Scale Factor Converg.
 TM0894;SPC MT       -   472,233.053   325,020.475   MT  0.99970511   -2 43 13.9
 TM0894;SPC MT       - 1,549,321.04  1,066,340.14   iFT  0.99970511   -2 43 13.9
 TM0894;UTM  12      - 5,367,685.566   335,887.429   MT  0.99993092   -1 39 39.0
 TM0894
 TM0894                          SUPERSEDED SURVEY CONTROL
 TM0894
 TM0894  NAD 83(1986)-  48 26 27.27067(N)    113 13 08.64919(W) AD(       ) 4
 TM0894  NAD 27      -  48 26 27.38485(N)    113 13 05.31590(W) AD(       ) 3
 TM0894
 TM0894.Superseded values are not recommended for survey control.
 TM0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0894.See file dsdata.txt to determine how the superseded data were derived.
 TM0894
 TM0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU3588767686(NAD 83)
 TM0894_MARKER: 53 = ELEVATED TANK
 TM0894_SETTING: 0 = UNSPECIFIED SETTING
 TM0894
 TM0894  HISTORY     - Date     Condition        Report By
 TM0894  HISTORY     - 1963     FIRST OBSERVED   CGS
 TM0894  HISTORY     - 19850615 GOOD             NGS
 TM0894
 TM0894                          STATION DESCRIPTION
 TM0894
 TM0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0894'THE STATION IS THE CENTER OF THE TOP OF A 75 FOOT HIGH, ELEVATED
 TM0894'TANK, LOCATED ON THE EAST RIGHT-OF-WAY OF THE GREAT NORTHERN
 TM0894'RAILROAD AND NEAR THE WEST EDGE OF EAST GLACIER.
 TM0894
 TM0894                          STATION RECOVERY (1985)
 TM0894
 TM0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (EP)
 TM0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0308 ***********************************************************************
 RW0308  DESIGNATION -  EAST HELENA
 RW0308  PID         -  RW0308
 RW0308  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0308  USGS QUAD   -  EAST HELENA (1985)
 RW0308
 RW0308                         *CURRENT SURVEY CONTROL
 RW0308  ___________________________________________________________________
 RW0308* NAD 83(1986)-  46 35 22.     (N)    111 55 14.     (W)     SCALED    
 RW0308* NAVD 88     -      1184.323  (meters)    3885.57   (feet)  ADJUSTED  
 RW0308  ___________________________________________________________________
 RW0308  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RW0308  DYNAMIC HT  -        1184.063 (meters)    3884.71  (feet)  COMP
 RW0308  MODELED GRAV-     980,354.6   (mgal)                       NAVD 88
 RW0308
 RW0308  VERT ORDER  -  FIRST     CLASS II
 RW0308
 RW0308.The horizontal coordinates were scaled from a topographic map and have
 RW0308.an estimated accuracy of +/- 6 seconds.
 RW0308
 RW0308.The orthometric height was determined by differential leveling
 RW0308.and adjusted by the National Geodetic Survey in June 1991..
 RW0308.WARNING-Repeat measurements at this control monument indicate possible
 RW0308.vertical movement.
 RW0308
 RW0308.The geoid height was determined by GEOID03.
 RW0308
 RW0308.The dynamic height is computed by dividing the NAVD 88
 RW0308.geopotential number by the normal gravity value computed on the
 RW0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0308.degrees latitude (g = 980.6199 gals.).
 RW0308
 RW0308.The modeled gravity was interpolated from observed gravity values.
 RW0308
 RW0308;                    North         East    Units  Estimated Accuracy
 RW0308;SPC MT       -   262,830.      414,630.      MT  (+/- 180 meters Scaled)
 RW0308
 RW0308                          SUPERSEDED SURVEY CONTROL
 RW0308
 RW0308  NGVD 29 (??/??/92) 1183.291  (m)         3882.18   (f) ADJ UNCH    1 2
 RW0308
 RW0308.Superseded values are not recommended for survey control.
 RW0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0308.See file dsdata.txt to determine how the superseded data were derived.
 RW0308
 RW0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS294599(NAD 83)
 RW0308_MARKER: DB = BENCH MARK DISK
 RW0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0308_SP_SET: BRIDGE GUARDRAIL
 RW0308_STAMPING: EAST HELENA 1934
 RW0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0308
 RW0308  HISTORY     - Date     Condition        Report By
 RW0308  HISTORY     - 1934     MONUMENTED       CGS
 RW0308  HISTORY     - 1962     GOOD             NGS
 RW0308
 RW0308                          STATION DESCRIPTION
 RW0308
 RW0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0308'IN EAST HELENA.
 RW0308'AT EAST HELENA, NEAR THE INTERSECTION OF MAIN STREET (U.S. HIGHWAY 12)
 RW0308'AND MONTANA AVENUE, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST
 RW0308'CONCRETE GUARDRAIL OF CONCRETE BRIDGE OVER PRICKLY PEAR CREEK, 11 FEET
 RW0308'EAST OF THE CENTER OF THE ENTRANCE TO THE CITY HALL, 34 FEET SOUTH OF
 RW0308'THE CENTER LINE OF THE STREET, AND ABOUT 3 FEET HIGHER THAN THE
 RW0308'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0904 ***********************************************************************
 RX0904  DESIGNATION -  EAST RIDGE
 RX0904  PID         -  RX0904
 RX0904  STATE/COUNTY-  MT/JEFFERSON
 RX0904  USGS QUAD   -  ELK PARK PASS (1996)
 RX0904
 RX0904                         *CURRENT SURVEY CONTROL
 RX0904  ___________________________________________________________________
 RX0904* NAD 83(1992)-  46 02 24.32694(N)    112 28 23.99519(W)     ADJUSTED  
 RX0904* NAVD 88     -      2368.9    (meters)    7772.     (feet)  VERTCON   
 RX0904  ___________________________________________________________________
 RX0904  LAPLACE CORR-           9.54  (seconds)                    DEFLEC99
 RX0904  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 RX0904
 RX0904  HORZ ORDER  -  FIRST
 RX0904
 RX0904.The horizontal coordinates were established by classical geodetic methods
 RX0904.and adjusted by the National Geodetic Survey in July 1992..
 RX0904
 RX0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0904
 RX0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0904
 RX0904.The geoid height was determined by GEOID03.
 RX0904
 RX0904;                    North         East     Units Scale Factor Converg.
 RX0904;SPC MT       -   203,298.104   370,004.498   MT  0.99953531   -2 10 30.0
 RX0904;SPC MT       -   666,988.53  1,213,925.52   iFT  0.99953531   -2 10 30.0
 RX0904;UTM  12      - 5,099,557.060   385,999.355   MT  0.99975976   -1 03 38.4
 RX0904
 RX0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0904!SPC MT       -   0.99963070  x   0.99953531  =   0.99916618
 RX0904!UTM  12      -   0.99963070  x   0.99975976  =   0.99939055
 RX0904
 RX0904:                Primary Azimuth Mark                     Grid Az
 RX0904:SPC MT       -  EAST RIDGE AZ MK                         042 03 28.0
 RX0904:UTM  12      -  EAST RIDGE AZ MK                         040 56 36.4
 RX0904
 RX0904|---------------------------------------------------------------------|
 RX0904| PID    Reference Object                     Distance      Geod. Az  |
 RX0904|                                                           dddmmss.s |
 RX0904| CN3459 EAST RIDGE AZ MK                                   0395258.0 |
 RX0904| CN3460 EAST RIDGE RM 1                       6.840 METERS 15937     |
 RX0904| QY0556 BUTTE DOMESTIC MANGANESE STK        APPROX. 7.2 KM 2260916.4 |
 RX0904| CN3461 EAST RIDGE RM 2                       5.770 METERS 29423     |
 RX0904|---------------------------------------------------------------------|
 RX0904
 RX0904                          SUPERSEDED SURVEY CONTROL
 RX0904
 RX0904  NAD 83(1986)-  46 02 24.32510(N)    112 28 23.99379(W) AD(       ) 1
 RX0904  NAD 27      -  46 02 24.58900(N)    112 28 20.92200(W) AD(       ) 1
 RX0904  NGVD 29 (07/19/86) 2367.6    (m)         7768.     (f) VERT ANG       
 RX0904
 RX0904.Superseded values are not recommended for survey control.
 RX0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0904.See file dsdata.txt to determine how the superseded data were derived.
 RX0904
 RX0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR8599999557(NAD 83)
 RX0904_MARKER: Z = SEE DESCRIPTION
 RX0904_SETTING: 0 = UNSPECIFIED SETTING
 RX0904
 RX0904  HISTORY     - Date     Condition        Report By
 RX0904  HISTORY     - 1956     MONUMENTED       CGS
 RX0904  HISTORY     - 1958     GOOD             USGS
 RX0904
 RX0904                          STATION DESCRIPTION
 RX0904
 RX0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0904'THE STATION IS ABOUT 3 MILES NORTHEAST OF BUTTE AND 1 MILE WEST
 RX0904'OF U.S. HIGHWAY 91, ON THE HIGHEST POINT OF A PINNACLED RIDGE.
 RX0904'
 RX0904'TO REACH THE STATION FROM THE HARRISON SCHOOL IN EAST BUTTE, GO
 RX0904'EAST AND NORTHEAST ON HIGHWAY 91 FOR 2.7 MILES TO THE TOP OF THE
 RX0904'CONTINENTAL DIVIDE AND A PRIVATE ROAD LEADING WEST TOWARDS A
 RX0904'FARM HOUSE, TURN LEFT, CROSS A RAILROAD TRACK AND GO WESTERLY
 RX0904'FOR 0.2 MILE TO A POINT ABOUT 50 YARDS EAST OF THE FARM HOUSE,
 RX0904'TURN LEFT AND GO SOUTH ACROSS A PASTURE FOR 0.2 MILE TO THE
 RX0904'END OF TRUCK TRAVEL.  FROM THIS POINT PACK WEST FOR ABOUT
 RX0904'1-1/2 HOURS TO THE HIGHEST POINT AND THE STATION.
 RX0904'
 RX0904'TO REACH THE FARM HOUSE MENTIONED ABOVE, GO SOUTH ON A FENCED LANE
 RX0904'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RX0904'
 RX0904'THE STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 RX0904'BENCH MARK DISK SET IN A DRILL HOLE IN A LARGE BOULDER.  THE
 RX0904'DISK IS STAMPED EAST RIDGE 7764.8 1952.
 RX0904'
 RX0904'REFERENCE MARK 1 PROJECTS ABOUT 20 FEET, AND THE DISK IS STAMPED
 RX0904'EAST RIDGE NO 1 USGS 1956.
 RX0904'
 RX0904'REFERENCE MARK 2 PROJECTS ABOUT 20 FEET, AND THE DISK IS STAMPED
 RX0904'EAST RIDGE NO 2 USGS 1956.
 RX0904'
 RX0904'THE AZIMUTH MARK IS 13 FEET EAST OF THE CENTER OF THE LANE, 3 FEET
 RX0904'SOUTH OF A FENCE CORNER, 2 FEET SOUTH OF A 4 IN X 4 IN WHITE
 RX0904'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 RX0904'1 INCH, AND THE DISK IS STAMPED EAST RIDGE USGS 1956.
 RX0904
 RX0904                          STATION RECOVERY (1958)
 RX0904
 RX0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RX0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0579 ***********************************************************************
 ST0579  DESIGNATION -  EAST SPREAD LOOKOUT TOWER
 ST0579  PID         -  ST0579
 ST0579  STATE/COUNTY-  MT/POWELL
 ST0579  USGS QUAD   -  SPREAD MOUNTAIN (1968)
 ST0579
 ST0579                         *CURRENT SURVEY CONTROL
 ST0579  ___________________________________________________________________
 ST0579* NAD 83(1992)-  47 09 36.39098(N)    113 03 16.15273(W)     ADJUSTED  
 ST0579* NAVD 88     -                                                        
 ST0579  ___________________________________________________________________
 ST0579  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 ST0579  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 ST0579
 ST0579  HORZ ORDER  -  THIRD
 ST0579
 ST0579.The horizontal coordinates were established by classical geodetic methods
 ST0579.and adjusted by the National Geodetic Survey in July 1992..
 ST0579
 ST0579
 ST0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0579
 ST0579.The geoid height was determined by GEOID03.
 ST0579
 ST0579;                    North         East     Units Scale Factor Converg.
 ST0579;SPC MT       -   329,477.294   330,723.859   MT  0.99939594   -2 36 00.4
 ST0579;SPC MT       - 1,080,962.25  1,085,052.03   iFT  0.99939594   -2 36 00.4
 ST0579;UTM  12      - 5,225,004.281   344,276.134   MT  0.99989804   -1 30 24.4
 ST0579
 ST0579                          SUPERSEDED SURVEY CONTROL
 ST0579
 ST0579  NAD 83(1986)-  47 09 36.39543(N)    113 03 16.14188(W) AD(       ) 4
 ST0579  NAD 27      -  47 09 36.60600(N)    113 03 12.94600(W) AD(       ) 3
 ST0579
 ST0579.Superseded values are not recommended for survey control.
 ST0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0579.See file dsdata.txt to determine how the superseded data were derived.
 ST0579
 ST0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT4427625004(NAD 83)
 ST0579
 ST0579  HISTORY     - Date     Condition        Report By
 ST0579  HISTORY     - UNK      MONUMENTED
 ST0579  HISTORY     - 1960     SEE DESCRIPTION  CGS
 ST0579
 ST0579                          STATION DESCRIPTION
 ST0579
 ST0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0579'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0610 ***********************************************************************
 QW0610  DESIGNATION -  ECHO
 QW0610  PID         -  QW0610
 QW0610  STATE/COUNTY-  MT/CARBON
 QW0610  USGS QUAD   -  SYLVAN PEAK (1996)
 QW0610
 QW0610                         *CURRENT SURVEY CONTROL
 QW0610  ___________________________________________________________________
 QW0610* NAD 83(1993)-  45 12 32.67168(N)    109 33 04.27647(W)     ADJUSTED  
 QW0610* NAVD 88     -      3104.2    (meters)   10184.     (feet)  VERTCON   
 QW0610  ___________________________________________________________________
 QW0610  LAPLACE CORR-         -14.99  (seconds)                    DEFLEC99
 QW0610  GEOID HEIGHT-          -8.94  (meters)                     GEOID03
 QW0610
 QW0610  HORZ ORDER  -  THIRD
 QW0610
 QW0610.The horizontal coordinates were established by classical geodetic methods
 QW0610.and adjusted by the National Geodetic Survey in January 1997..
 QW0610
 QW0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0610
 QW0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0610
 QW0610.The geoid height was determined by GEOID03.
 QW0610
 QW0610;                    North         East     Units Scale Factor Converg.
 QW0610;SPC MT       -   106,599.642   595,979.180   MT  0.99988094   -0 02 14.8
 QW0610;SPC MT       -   349,736.36  1,955,312.27   iFT  0.99988094   -0 02 14.8
 QW0610;UTM  12      - 5,007,197.417   613,772.439   MT  0.99975916   +1 01 41.9
 QW0610
 QW0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0610!SPC MT       -   0.99951495  x   0.99988094  =   0.99939595
 QW0610!UTM  12      -   0.99951495  x   0.99975916  =   0.99927422
 QW0610
 QW0610:                Primary Azimuth Mark                     Grid Az
 QW0610:SPC MT       -  SILVER RUN                               177 21 10.4
 QW0610:UTM  12      -  SILVER RUN                               176 17 13.7
 QW0610
 QW0610|---------------------------------------------------------------------|
 QW0610| PID    Reference Object                     Distance      Geod. Az  |
 QW0610|                                                           dddmmss.s |
 QW0610| QW0612 SILVER RUN                          APPROX. 9.8 KM 1771855.6 |
 QW0610|---------------------------------------------------------------------|
 QW0610
 QW0610                          SUPERSEDED SURVEY CONTROL
 QW0610
 QW0610  NAD 83(1992)-  45 12 32.67475(N)    109 33 04.26030(W) AD(       ) 3
 QW0610  NAD 83(1986)-  45 12 32.67524(N)    109 33 04.25186(W) AD(       ) 3
 QW0610  NAD 27      -  45 12 32.85416(N)    109 33 01.63617(W) AD(       ) 3
 QW0610  NGVD 29 (07/19/86) 3102.8    (m)        10180.     (f) VERT ANG       
 QW0610
 QW0610.Superseded values are not recommended for survey control.
 QW0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0610.See file dsdata.txt to determine how the superseded data were derived.
 QW0610
 QW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR1377207197(NAD 83)
 QW0610_MARKER: DD = SURVEY DISK
 QW0610_SETTING: 66 = SET IN ROCK OUTCROP
 QW0610_SP_SET: SET IN ROCK OUTCROP
 QW0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0610+STABILITY: POSITION/ELEVATION WELL
 QW0610
 QW0610  HISTORY     - Date     Condition        Report By
 QW0610  HISTORY     - 1953     MONUMENTED       USGS
 QW0610
 QW0610                          STATION DESCRIPTION
 QW0610
 QW0610'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QW0610'LOCATED ABOUT 15.0 MI. (AIRLINE) WNW. OF RED LODGE, MONTANA, AND
 QW0610'ABOUT 4.5 MI. (AIRLINE) NW. OF CAMP SENIA, ON A PROMINENT OUTCROP
 QW0610'ON THE NW. END OF BUTCHER MOUNTAIN.
 QW0610'
 QW0610'TO REACH FROM RED LODGE POST OFFICE, DRIVE SW. ON U.S. 12 FOR 1.3
 QW0610'MI. TO JUNCTION, RIGHT ON WEST FORK ROAD FOR 13.0 MI. TO CAMP SENIA
 QW0610'AND END OF TRUCK TRAVEL.  PACK NORTHWARD UP SENIA CREEK TRAIL TO
 QW0610'SUMMIT ON RED LODGE CREEK PLATEAU, THEN NORTHWARD TO STATION SITE.
 QW0610'ABOUT A 3-1/2 HOUR HORSE PACK.  CAMPING SPOT IN BASIN TO E. OF
 QW0610'DIVIDE, COULD ALSO BE REACHED BY TRAIL FROM RED LODGE RANGER
 QW0610'STATION UP BUTCHER CREEK, OR FROM EAST ROSEBUD LAKE EASTWARD PAST
 QW0610'SYLVAN AND CROW LAKES.
 QW0610'
 QW0610'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, STAMPED ---ECHO
 QW0610'1953---.
 QW0610'
 QW0610'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0605 ***********************************************************************
 RU0605  DESIGNATION -  EDDLEMAN
 RU0605  PID         -  RU0605
 RU0605  STATE/COUNTY-  MT/YELLOWSTONE
 RU0605  USGS QUAD   -  BULL MOUNTAIN NW (1980)
 RU0605
 RU0605                         *CURRENT SURVEY CONTROL
 RU0605  ___________________________________________________________________
 RU0605* NAD 83(1992)-  46 10 29.06152(N)    107 56 10.97953(W)     ADJUSTED  
 RU0605* NAVD 88     -      1086.7    (meters)    3565.     (feet)  VERTCON   
 RU0605  ___________________________________________________________________
 RU0605  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 RU0605  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 RU0605
 RU0605  HORZ ORDER  -  FIRST
 RU0605
 RU0605.The horizontal coordinates were established by classical geodetic methods
 RU0605.and adjusted by the National Geodetic Survey in July 1992..
 RU0605
 RU0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0605
 RU0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0605
 RU0605.The geoid height was determined by GEOID03.
 RU0605
 RU0605;                    North         East     Units Scale Factor Converg.
 RU0605;SPC MT       -   215,096.084   720,672.514   MT  0.99949862   +1 08 37.7
 RU0605;SPC MT       -   705,695.81  2,364,411.14   iFT  0.99949862   +1 08 37.7
 RU0605;UTM  13      - 5,117,654.443   273,349.813   MT  1.00023153   -2 07 09.7
 RU0605;UTM  12      - 5,118,025.753   736,470.579   MT  1.00028745   +2 12 40.6
 RU0605
 RU0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0605!SPC MT       -   0.99983188  x   0.99949862  =   0.99933058
 RU0605!UTM  13      -   0.99983188  x   1.00023153  =   1.00006337
 RU0605!UTM  12      -   0.99983188  x   1.00028745  =   1.00011928
 RU0605
 RU0605:                Primary Azimuth Mark                     Grid Az
 RU0605:SPC MT       -  EDDLEMAN RM 3 AZIMUTH                    004 16 08.0
 RU0605:UTM  13      -  EDDLEMAN RM 3 AZIMUTH                    007 31 55.4
 RU0605:UTM  12      -  EDDLEMAN RM 3 AZIMUTH                    003 12 05.1
 RU0605
 RU0605|---------------------------------------------------------------------|
 RU0605| PID    Reference Object                     Distance      Geod. Az  |
 RU0605|                                                           dddmmss.s |
 RU0605| CQ6461 EDDLEMAN RM 3 AZIMUTH                              0052445.7 |
 RU0605| CS9050 EDDLEMAN RM 1                        17.282 METERS 19810     |
 RU0605| CS9051 EDDLEMAN RM 2                        15.837 METERS 28548     |
 RU0605|---------------------------------------------------------------------|
 RU0605
 RU0605                          SUPERSEDED SURVEY CONTROL
 RU0605
 RU0605  NAD 83(1986)-  46 10 29.05690(N)    107 56 10.95481(W) AD(       ) 1
 RU0605  NAD 27      -  46 10 29.15000(N)    107 56 08.57466(W) AD(       ) 1
 RU0605  NGVD 29 (07/19/86) 1086.0    (m)         3563.     (f) VERT ANG       
 RU0605
 RU0605.Superseded values are not recommended for survey control.
 RU0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0605.See file dsdata.txt to determine how the superseded data were derived.
 RU0605
 RU0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM7335017654(NAD 83)
 RU0605_MARKER: DS = TRIANGULATION STATION DISK
 RU0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RU0605
 RU0605  HISTORY     - Date     Condition        Report By
 RU0605  HISTORY     - 1972     MONUMENTED       NGS
 RU0605
 RU0605                          STATION DESCRIPTION
 RU0605
 RU0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RU0605'THE STATION IS LOCATED ABOUT 36 MILES SOUTHEAST OF ROUNDUP, 18-1/2
 RU0605'MILES NORTHWEST OF CUSTER AND 12 MILES NORTH OF POMPEYS PILLAR ON A
 RU0605'LOW HILL, IT IS ON THE PROPERTY OF MR. M.E. EDDLEMAN.
 RU0605'
 RU0605'TO REACH FROM THE POST OFFICE IN POMPEYS PILLAR, GO NORTH ON THE
 RU0605'PAVED STREET FOR 0.15 MILE TO THE JUNCTION OF INTERSTATE 94.  TURN
 RU0605'LEFT AND GO WEST ON THE INTERSTATE FOR 1.65 MILES TO A OFF RAMP.
 RU0605'TAKE THE EXIT AND GO FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY
 RU0605'312.  TURN RIGHT ON 312 AND GO WEST CROSSING THE RAILROAD OVER
 RU0605'PASS FOR 0.95 MILE TO A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO
 RU0605'NORTH FOR 0.75 MILE TO A BRIDGE CROSSING THE YELLOWSTONE RIVER.
 RU0605'CROSS THE BRIDGE AND CONTINUE ON THE GRAVEL ROAD FOR 03.7 MILES TO
 RU0605'A FORK AND A MAIL BOX WITH CEDIC R. BOND WROTE ON IT.  KEEP THE
 RU0605'RIGHT FORK AND GO NORTH FOR 0.95 MILE TO A CROSSROAD.  CONTINUE
 RU0605'NORTH ON THE MAIN ROAD FOR 9.05 MILES TO A DIRT SIDE ROAD RIGHT.
 RU0605'TURN RIGHT AND GO EAST FOR 0.55 MILE TO A SIDE ROAD LEFT AND
 RU0605'MAIL BOX.  CONTINUE EAST ON THE DIRT ROAD FOR 4.25 MILES TO A SIDE
 RU0605'ROAD ON THE RIGHT.  CONTINUE NORTHEAST AND EAST UP THE WINDING ROAD
 RU0605'FOR 1.6 MILES TO A DIM TRACK ROAD ON THE RIGHT.  (TO REACH THE RM
 RU0605'3 WHICH WAS USED FOR THE AZIMUTH MARK, CONTINUE NORTH ON THE MAIN
 RU0605'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT).  TURN RIGHT AND GO
 RU0605'SOUTHWEST ON THE DIM TRACK ROAD FOR 0.1 MILE TO A LOW HILL AND
 RU0605'THE MARK.
 RU0605'
 RU0605'THE STATION MARK IS A STANDARD DISK STAMPED EDDLEMAN 1972.  SET IN A
 RU0605'ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 10 FEET
 RU0605'NORTH-NORTHEAST OF A WOOD WITNESS POST WITH SIGN, 69.5 FEET
 RU0605'NORTH-NORTHWEST OF A 10 INCH PINE TREE WITH TRIANGLE BLAZE, 74
 RU0605'FEET WEST-SOUTHWEST OF A 18 INCH PINE TREE WITH TRIANGLE BLAZE.
 RU0605'
 RU0605'REFERENCE MARK 1, A STANDARD DISK STAMPED EDDLEMAN NO 1 1972.  IT IS
 RU0605'20 FEET NORTH OF A 10 INCH PINE TREE WITH TRIANGLE BLAZE, 49.5 FEET
 RU0605'SOUTH OF A WOOD WITNESS POST WITH SIGN, SET IN A ROUND CONCRETE
 RU0605'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 RU0605'
 RU0605'REFERENCE MARK 2, A STANDARD DISK STAMPED EDDLEMAN NO 2 1972, SET IN
 RU0605'A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 23 FEET
 RU0605'NORTHWEST OF A 18 INCH PINE TREE WITH A TRIANGLE BLAZE, 46 FEET
 RU0605'WEST OF A WOOD WITNESS POST WITH SIGN.
 RU0605'
 RU0605'REFERENCE MARK 3, A STANDARD DISK STAMPED EDDLEMAN NO 3 1972, SET IN
 RU0605'A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 4 FEET
 RU0605'SOUTH OF A WOOD WITNESS POST WITH SIGN AND 27 FEET WEST OF THE
 RU0605'CENTER OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0986 ***********************************************************************
 SU0986  DESIGNATION -  EDDY
 SU0986  PID         -  SU0986
 SU0986  STATE/COUNTY-  MT/SANDERS
 SU0986  USGS QUAD   -  EDDY MOUNTAIN (1964)
 SU0986
 SU0986                         *CURRENT SURVEY CONTROL
 SU0986  ___________________________________________________________________
 SU0986* NAD 83(1992)-  47 32 24.73154(N)    115 11 17.51669(W)     ADJUSTED  
 SU0986* NAVD 88     -      2092.4    (meters)    6865.     (feet)  VERTCON   
 SU0986  ___________________________________________________________________
 SU0986  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 SU0986  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 SU0986
 SU0986  HORZ ORDER  -  FIRST
 SU0986
 SU0986.The horizontal coordinates were established by classical geodetic methods
 SU0986.and adjusted by the National Geodetic Survey in July 1992..
 SU0986
 SU0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU0986
 SU0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0986
 SU0986.The geoid height was determined by GEOID03.
 SU0986
 SU0986;                    North         East     Units Scale Factor Converg.
 SU0986;SPC MT       -   381,133.758   172,376.128   MT  0.99943501   -4 09 39.4
 SU0986;SPC MT       - 1,250,438.84    565,538.48   iFT  0.99943501   -4 09 39.4
 SU0986;UTM  11      - 5,266,788.454   636,346.756   MT  0.99982846   +1 20 12.7
 SU0986
 SU0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0986!SPC MT       -   0.99967461  x   0.99943501  =   0.99910981
 SU0986!UTM  11      -   0.99967461  x   0.99982846  =   0.99950313
 SU0986
 SU0986|---------------------------------------------------------------------|
 SU0986| PID    Reference Object                     Distance      Geod. Az  |
 SU0986|                                                           dddmmss.s |
 SU0986| SU0985 EDDY MOUNTAIN LOOKOUT HOUSE         200.667 METERS 00133     |
 SU0986| CH7286 EDDY RM 1                            16.517 METERS 00823     |
 SU0986| SU0964 TICK                                APPROX.31.9 KM 1053251.6 |
 SU0986| CH7287 EDDY RM 2                            13.217 METERS 17510     |
 SU0986|---------------------------------------------------------------------|
 SU0986
 SU0986                          SUPERSEDED SURVEY CONTROL
 SU0986
 SU0986  NAD 83(1986)-  47 32 24.73775(N)    115 11 17.50657(W) AD(       ) 1
 SU0986  NAD 27      -  47 32 24.96263(N)    115 11 13.98017(W) AD(       ) 1
 SU0986  NGVD 29 (07/19/86) 2091.2    (m)         6861.     (f) VERT ANG       
 SU0986
 SU0986.Superseded values are not recommended for survey control.
 SU0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0986.See file dsdata.txt to determine how the superseded data were derived.
 SU0986
 SU0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN3634766788(NAD 83)
 SU0986_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU0986_SETTING: 66 = SET IN ROCK OUTCROP
 SU0986
 SU0986  HISTORY     - Date     Condition        Report By
 SU0986  HISTORY     - 1968     MONUMENTED       CGS
 SU0986  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SU0986
 SU0986                          STATION DESCRIPTION
 SU0986
 SU0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SU0986'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF THOMPSON
 SU0986'FALLS, 0.1 MILE SOUTH OF THE EDDY MOUNTAIN LOOKOUT HOUSE AND IN
 SU0986'THE LOLO NATIONAL FOREST.
 SU0986'
 SU0986'TO REACH THE STATION FROM THE POST OFFICE IN THOMPSON FALLS, GO
 SU0986'WEST ON U.S. HIGHWAY 10A FOR 0.35 MILE TO A SIDE STREET ON THE
 SU0986'LEFT.  TURN LEFT AND GO SOUTHERLY FOR 0.5 MILE TO THE SOUTH END
 SU0986'OF THE SECOND BRIDGE.  CONTINUE SOUTHEAST ON THE MAIN ROAD FOR
 SU0986'0.35 MILE TO A FOUR WAY INTERSECTION.  TAKE EXTREME LEFT ROAD AND
 SU0986'GO EAST FOR 0.45 MILE TO FORKS.  TAKE THE RIGHT FORK AND
 SU0986'CONTINUE ON THE MAIN ROAD FOR 4.1 MILES TO A CATTLE GUARD.
 SU0986'CONTINUE FOR 0.2 MILE TO A Y-FORK, AT SIGN EDDY LOOKOUT AND
 SU0986'CHERRY CREEK ROAD.  KEEP RIGHT FORK AS PER SIGN AND GO
 SU0986'0.3 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON
 SU0986'MAIN ROAD FOR 2.25 MILES TO A Y-FORK.  TAKE LEFT FORK AS
 SU0986'PER SIGN EDDY PEAK LOOKOUT 9 FOR 4.45 MILES TO FORKS.
 SU0986'KEEP LEFT FORK AS PER SIGN EDDY PEAK LOOKOUT 6 FOR 4.65 MILES
 SU0986'TO A PARKING AREA WHICH IS APPROXIMATELY 0.1 MILE SOUTH OF
 SU0986'THE EDDY MOUNTAIN LOOKOUT HOUSE AND THE STATION ON THE
 SU0986'RIGHT.
 SU0986'
 SU0986'THE STATION MARK IS A STANDARD DISK, STAMPED EDDY 1968,
 SU0986'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 SU0986'WITH THE GROUND.  IT IS 86 FEET SOUTH OF THE SOUTH EDGE OF THE
 SU0986'PARKING AREA, 24 FEET SOUTH OF A 6-INCH PINE TREE AND 15 FEET
 SU0986'WEST OF THE EAST EDGE OF A BLUFF.
 SU0986'
 SU0986'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EDDY NO 1 1968,
 SU0986'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 SU0986'4-INCHES.  IT IS 35 FEET SOUTH OF THE SOUTH EDGE OF THE PARKING
 SU0986'AREA, 31 FEET NORTH-NORTHEAST OF THE 6-INCH PINE TREE AND 3 FEET
 SU0986'WEST OF THE EAST EDGE OF THE BLUFF.
 SU0986'
 SU0986'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDDY NO 2 1968,
 SU0986'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 SU0986'4-INCHES.  IT IS 130 FEET SOUTH OF THE SOUTH EDGE OF THE PARKING
 SU0986'AREA AND 5 FEET WEST OF THE EAST EDGE OF THE BLUFF.
 SU0986
 SU0986                          STATION RECOVERY (1974)
 SU0986
 SU0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SU0986'NO OBSERVATIONS MADE DURING THIS VISIT.
 SU0986'
 SU0986'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SU0986'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SU0986'
 SU0986'THE STATION IS ABOUT 16 MILES WEST-NORTHWEST OF PLAINS, 8 MILES
 SU0986'EAST-SOUTHEAST OF THOMPSON FALLS, 2-1/2 MILES SOUTH OF STATE
 SU0986'HIGHWAY 200 AND IN SECTION 33, T 21 N, R 28 W.
 SU0986'
 SU0986'TO REACH THE STATION FROM THE POST OFFICE IN THOMPSON FALLS, GO
 SU0986'NORTHWEST ON STATE HIGHWAY 200 FOR 1.5 MILES, CROSS THE BRIDGE
 SU0986'OVER CLARK FORK RIVER AND CONTINUE 0.35 MILE TO A ROAD LEFT,
 SU0986'TURN LEFT AND GO 1.5 MILES TO A GRAVEL ROAD LEFT, TURN LEFT AND
 SU0986'GO 0.3 MILE TO A T-INTERSECTION, TURN LEFT, GO 0.1 MILE, CROSS
 SU0986'BRIDGE AND CONTINUE 0.2 MILE TO A FIVE-ROAD INTERSECTION, BEAR
 SU0986'RIGHT, PASSING TWO NARROW SIDEROADS ON THE RIGHT, AND GO EAST
 SU0986'0.4 MILE TO A FORK, KEEP RIGHT, GO 3.45 MILES TO A ROAD RIGHT,
 SU0986'CONTINUE STRAIGHT AHEAD, EAST FOR 0.9 MILE TO A Y AND SIGN
 SU0986'CHERRY CR RD EDDY PK L.O., TURN RIGHT AS PER SIGN AND GO 0.4
 SU0986'MILE TO A Y, KEEP RIGHT AND FOLLOW THE MAIN TRAVELLED ROAD
 SU0986'1.05 MILES TO A Y, KEEP RIGHT AND GO 1.0 MILE TO A SIGN EDDY
 SU0986'PK L.L. 9.  KEEP LEFT FORK AND GO 4.3 MILES TO A FORK AND
 SU0986'SIGN EDDY PK L.O. 6.  TURN LEFT AND GO 4.5 MILES TO THE PARKING
 SU0986'AREA ABOUT 600 FEET SOUTH OF THE LOOKOUT HOUSE AND THE STATION
 SU0986'ON THE RIDGE SOUTH OF THE PARKING AREA.
 SU0986'
 SU0986'THE STATION MARK, STAMPED EDDY 1968, IS A STANDARD DISK SET IN A
 SU0986'CHISELED DEPRESSION IN THE NORTHWEST END OF A NARROW OUTCROP
 SU0986'WHICH TERMINATES 4 FEET SOUTH OF THE SECOND HIGHEST POINT SOUTH
 SU0986'OF THE PARKING AREA.  IT IS 32.3 FEET SOUTHWEST OF THE HIGHEST
 SU0986'POINT OF A JAGGED, VERTICAL OUTCROP WHICH IS THE HIGHEST POINT
 SU0986'SOUTH OF THE PARKING AREA, 18.5 FEET NORTHWEST OF THE SECOND
 SU0986'HIGHEST POINT (MEASURED FROM THE SOUTHEAST END OF
 SU0986'OUTCROP)(BOTH MEASUREMENTS SLOPE DISTANCE), 5 FEET
 SU0986'WEST OF THE BREAK NEAR THE NORTHWEST END OF THIS OUTCROP AND
 SU0986'16 FEET WEST OF THE TOP OF THE CLIFF.  THIS MARK COVERS OVER
 SU0986'WITH DIRT AND SMALL ROCKS.
 SU0986'
 SU0986'REFERENCE MARK NO. 1, STAMPED EDDY NO 1 1968, IS A STANDARD
 SU0986'DISK SET IN A CHISELED DEPRESSION IN A SLOPING 3X10-FOOT OUTCROP,
 SU0986'25.8 FEET NORTH OF AND ABOUT 16 INCHES LOWER THAN THE HIGHEST POINT
 SU0986'SOUTH OF THE PARKING AREA, 32.5 FEET SOUTH OF THE SOUTH EDGE OF
 SU0986'THE PARKING AREA, 4.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 SU0986'OUTCROP, 1 FOOT WEST OF THE TOP OF THE CLIFF AND 1 FOOT NORTH OF
 SU0986'A SPLIT IN THE OUTCROP.
 SU0986'
 SU0986'REFERENCE MARK NO. 2, STAMPED EDDY NO 2 1968, IS A STANDARD DISK
 SU0986'SET IN A LIGHT COLORED OUTCROP WHICH PROJECTS 6 INCHES.  IT IS
 SU0986'72 FEET SOUTH OF THE HIGHEST POINT, 37 FEET SOUTH OF THE SECOND
 SU0986'HIGHEST POINT AND 4 FEET WEST OF THE CLIFF.  THIS MARK DOESNT
 SU0986'COVER OVER AND IS EASILY FOUND.
 SU0986'
 SU0986'THERE IS NO AZIMUTH MARK FOR THE STATION.
 SU0986'
 SU0986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SU0986'8 MILES SOUTH-SOUTHEAST OF THOMPSON FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0985 ***********************************************************************
 SU0985  DESIGNATION -  EDDY MOUNTAIN LOOKOUT HOUSE
 SU0985  PID         -  SU0985
 SU0985  STATE/COUNTY-  MT/SANDERS
 SU0985  USGS QUAD   -  EDDY MOUNTAIN (1964)
 SU0985
 SU0985                         *CURRENT SURVEY CONTROL
 SU0985  ___________________________________________________________________
 SU0985* NAD 83(1992)-  47 32 31.22670(N)    115 11 17.25830(W)     ADJUSTED  
 SU0985* NAVD 88     -                                                        
 SU0985  ___________________________________________________________________
 SU0985  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 SU0985  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 SU0985
 SU0985  HORZ ORDER  -  THIRD
 SU0985
 SU0985.The horizontal coordinates were established by classical geodetic methods
 SU0985.and adjusted by the National Geodetic Survey in July 1992..
 SU0985
 SU0985
 SU0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0985
 SU0985.The geoid height was determined by GEOID03.
 SU0985
 SU0985;                    North         East     Units Scale Factor Converg.
 SU0985;SPC MT       -   381,333.319   172,396.061   MT  0.99943530   -4 09 39.2
 SU0985;SPC MT       - 1,251,093.57    565,603.87   iFT  0.99943530   -4 09 39.2
 SU0985;UTM  11      - 5,266,989.086   636,347.477   MT  0.99982846   +1 20 13.0
 SU0985
 SU0985                          SUPERSEDED SURVEY CONTROL
 SU0985
 SU0985  NAD 83(1986)-  47 32 31.22921(N)    115 11 17.25119(W) AD(       ) 4
 SU0985  NAD 27      -  47 32 31.46380(N)    115 11 13.72328(W) AD(       ) 3
 SU0985
 SU0985.Superseded values are not recommended for survey control.
 SU0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0985.See file dsdata.txt to determine how the superseded data were derived.
 SU0985
 SU0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN3634766989(NAD 83)
 SU0985_MARKER: 73 = LOOKOUT HOUSE
 SU0985
 SU0985  HISTORY     - Date     Condition        Report By
 SU0985  HISTORY     - 1940     FIRST OBSERVED   USFS
 SU0985  HISTORY     - 1968     GOOD             CGS
 SU0985
 SU0985                          STATION DESCRIPTION
 SU0985
 SU0985'DESCRIBED BY US FOREST SERVICE 1940 (ANS)
 SU0985'EDDY MOUNTAIN FOREST SERVICE LOOKOUT HOUSE IS IN THE CABINET
 SU0985'NATIONAL FOREST, 8 MILES SE OF THOMPSON FALLS, 15 MILES NW OF
 SU0985'PLAINS, AND 2 MILES SW OF CLARK FORK RIVER.  THE CENTER OF THE
 SU0985'HOUSE WAS INTERSECTED.
 SU0985
 SU0985                          STATION RECOVERY (1968)
 SU0985
 SU0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SU0985'RECOVERED AS DESCRIBED IN 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1105 ***********************************************************************
 SU1105  DESIGNATION -  EDDY MTN REF ET
 SU1105  PID         -  SU1105
 SU1105  STATE/COUNTY-  MT/SANDERS
 SU1105  USGS QUAD   -  EDDY MOUNTAIN (1964)
 SU1105
 SU1105                         *CURRENT SURVEY CONTROL
 SU1105  ___________________________________________________________________
 SU1105* NAD 83(1992)-  47 32 31.04708(N)    115 11 17.43197(W)     ADJUSTED  
 SU1105* NAVD 88     -      2121.8    (meters)    6961.     (feet)  VERTCON   
 SU1105  ___________________________________________________________________
 SU1105  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 SU1105  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 SU1105
 SU1105  HORZ ORDER  -  THIRD
 SU1105
 SU1105.The horizontal coordinates were established by classical geodetic methods
 SU1105.and adjusted by the National Geodetic Survey in July 1992..
 SU1105
 SU1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1105
 SU1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1105
 SU1105.The geoid height was determined by GEOID03.
 SU1105
 SU1105;                    North         East     Units Scale Factor Converg.
 SU1105;SPC MT       -   381,328.052   172,392.038   MT  0.99943529   -4 09 39.3
 SU1105;SPC MT       - 1,251,076.29    565,590.68   iFT  0.99943529   -4 09 39.3
 SU1105;UTM  11      - 5,266,983.456   636,343.977   MT  0.99982845   +1 20 12.9
 SU1105
 SU1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1105!SPC MT       -   0.99967001  x   0.99943529  =   0.99910548
 SU1105!UTM  11      -   0.99967001  x   0.99982845  =   0.99949851
 SU1105
 SU1105                          SUPERSEDED SURVEY CONTROL
 SU1105
 SU1105  NAD 83(1986)-  47 32 31.05409(N)    115 11 17.42263(W) AD(       ) 3
 SU1105  NGVD 29 (03/27/92) 2120.6    (m)         6957.     (f) VERT ANG       
 SU1105
 SU1105.Superseded values are not recommended for survey control.
 SU1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1105.See file dsdata.txt to determine how the superseded data were derived.
 SU1105
 SU1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN3634466983(NAD 83)
 SU1105_MARKER: DS = TRIANGULATION STATION DISK
 SU1105_SETTING: 0 = UNSPECIFIED SETTING
 SU1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1105
 SU1105  HISTORY     - Date     Condition        Report By
 SU1105  HISTORY     - 1964     MONUMENTED       USGS
 SU1105
 SU1105                          STATION DESCRIPTION
 SU1105
 SU1105'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1105'THE STATION WAS ORIGINALLY USED AS A REFERENCE MARK BY USGS IN
 SU1105'1931 FOR EDDY MOUNTAIN LOOKOUT (USGS).
 SU1105'
 SU1105'LOCATED APPROXIMATELY 8.0 MI. (AIRLINE) SE. OF THOMPSON FALLS,
 SU1105'15.0 MI. NW. OF PLAINS, AND 2.0 MI. SW. OF THE CLARK FORK RIVER.
 SU1105'
 SU1105'TO REACH STATION FROM POST OFFICE IN THOMPSON FALLS, GO NW. ON
 SU1105'HIGHWAY 10A 0.3 MI. TO STREET W., TURN LEFT CROSS TWO BRIDGES
 SU1105'AND CONTINUE TO CROSSROADS, TAKE RD. TO LEFT AND GO SE. ALONG
 SU1105'RD. 4.6 MI. TO CHERRY CREEK RD, TURN RIGHT UP CHERRY CREEK
 SU1105'ROAD AND GO 2.6 MI. TO - - Y - -, TAKE LEFT FORK AND CONTINUE
 SU1105'UP MOUNTAIN 9.0 MI. TO END OF RD.  STATION IS LOCATED
 SU1105'600 FT. N. OF END OF RD. AT HIGHEST POINT ALONG ROCK RIDGE.
 SU1105'
 SU1105'STATION MARK - - STANDARD USGS BRONZE TABLET, STAMPED---
 SU1105'EDDY MTN. REF ET 1964 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0551 ***********************************************************************
 QW0551  DESIGNATION -  EDGAR
 QW0551  PID         -  QW0551
 QW0551  STATE/COUNTY-  MT/CARBON
 QW0551  USGS QUAD   -  EDGAR (1956)
 QW0551
 QW0551                         *CURRENT SURVEY CONTROL
 QW0551  ___________________________________________________________________
 QW0551* NAD 83(1993)-  45 25 38.85820(N)    108 48 15.31824(W)     ADJUSTED  
 QW0551* NAVD 88     -      1322.7    (meters)    4340.     (feet)  VERTCON   
 QW0551  ___________________________________________________________________
 QW0551  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 QW0551  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 QW0551
 QW0551  HORZ ORDER  -  THIRD
 QW0551
 QW0551.The horizontal coordinates were established by classical geodetic methods
 QW0551.and adjusted by the National Geodetic Survey in January 1997..
 QW0551
 QW0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0551
 QW0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0551
 QW0551.The geoid height was determined by GEOID03.
 QW0551
 QW0551;                    North         East     Units Scale Factor Converg.
 QW0551;SPC MT       -   131,106.720   654,434.638   MT  0.99977031   +0 30 32.2
 QW0551;SPC MT       -   430,140.16  2,147,095.27   iFT  0.99977031   +0 30 32.2
 QW0551;UTM  12      - 5,032,782.808   671,766.101   MT  0.99996276   +1 33 52.4
 QW0551
 QW0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0551!SPC MT       -   0.99979456  x   0.99977031  =   0.99956492
 QW0551!UTM  12      -   0.99979456  x   0.99996276  =   0.99975733
 QW0551
 QW0551:                Primary Azimuth Mark                     Grid Az
 QW0551:SPC MT       -  JOLIET                                   255 23 19.7
 QW0551:UTM  12      -  JOLIET                                   254 19 59.5
 QW0551
 QW0551|---------------------------------------------------------------------|
 QW0551| PID    Reference Object                     Distance      Geod. Az  |
 QW0551|                                                           dddmmss.s |
 QW0551| QW0552 JOLIET                              APPROX.12.4 KM 2555351.9 |
 QW0551|---------------------------------------------------------------------|
 QW0551
 QW0551                          SUPERSEDED SURVEY CONTROL
 QW0551
 QW0551  NAD 83(1992)-  45 25 38.85737(N)    108 48 15.31687(W) AD(       ) 3
 QW0551  NAD 83(1986)-  45 25 38.85755(N)    108 48 15.30171(W) AD(       ) 3
 QW0551  NAD 27      -  45 25 39.04289(N)    108 48 12.78977(W) AD(       ) 3
 QW0551  NGVD 29 (07/19/86) 1321.9    (m)         4337.     (f) VERT ANG       
 QW0551
 QW0551.Superseded values are not recommended for survey control.
 QW0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0551.See file dsdata.txt to determine how the superseded data were derived.
 QW0551
 QW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7176632783(NAD 83)
 QW0551_MARKER: DD = SURVEY DISK
 QW0551_SETTING: 0 = UNSPECIFIED SETTING
 QW0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0551
 QW0551  HISTORY     - Date     Condition        Report By
 QW0551  HISTORY     - 1952     MONUMENTED       USGS
 QW0551
 QW0551                          STATION DESCRIPTION
 QW0551
 QW0551'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0551'STATION LIES IN SEC.5 T.5 S., R. 24 E., ABOUT 3.50 MI. SE. OF EDGAR
 QW0551'MONTANA, AND ABOUT 7 MI. NE. OF FROMBERG, MONTANA.  TO REACH FROM
 QW0551'EDGAR, MONTANA, GO E. 0.5 MI. TO BRIDGE ACROSS CLARKS FORK OF
 QW0551'YELLOWSTONE, CONTINUE 0.55 MI. TO RD. ON RIGHT, TURN RIGHT AND GO 1.85
 QW0551'MI. TO WHERE RD. TURNS RIGHT ACROSS A CREEK, GO THROUGH GATE ON S.
 QW0551'SIDE OF TURN, THEN TURN LEFT AND GO UP RIDGE 0.1 MI. TO TOP, TURN LEFT
 QW0551'NE. AND FOLLOW PATH ALONG TOP OF RIDGE 0.15 MI. TO WHERE IT CHANGES TO
 QW0551'A DIM RD. AND CONTINUE E. UP RIDGE ABOUT 1.1 MI. WHERE RD. FADES OUT,
 QW0551'LOOK RIGHT S.AND SEE A FENCE AND HIGH POINTS, CONTINUE SE. UP RIDGE
 QW0551'AND AT 1.0 MI. FIND GATE IN FENCE.  GO THROUGH GATE AND FOLLOW DIM RD.
 QW0551'S. AROUND W. SIDE OF THE FIRST TWO TOPS, THEN GO UP THIRD TOP AND TO
 QW0551'THE STATION, 0.4 MI. FROM THE GATE.
 QW0551'
 QW0551'STATION MARK - STANDARD BRONZE TABLET SET IN CONCRETE POST PROJECTING
 QW0551'0.6 FT. ABOVE GROUND, STAMPED ---EDGAR 1952---.
 QW0551'
 QW0551'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0577 ***********************************************************************
 TL0577  DESIGNATION -  EDWARDS BARN CUPOLA
 TL0577  PID         -  TL0577
 TL0577  STATE/COUNTY-  MT/PONDERA
 TL0577  USGS QUAD   -  LETZ LAKE (1967)
 TL0577
 TL0577                         *CURRENT SURVEY CONTROL
 TL0577  ___________________________________________________________________
 TL0577* NAD 83(1992)-  48 07 51.53585(N)    111 49 59.91640(W)     ADJUSTED  
 TL0577* NAVD 88     -      1114.     (meters)    3655.     (feet)  SCALED    
 TL0577  ___________________________________________________________________
 TL0577  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 TL0577  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 TL0577
 TL0577  HORZ ORDER  -  THIRD
 TL0577
 TL0577.The horizontal coordinates were established by classical geodetic methods
 TL0577.and adjusted by the National Geodetic Survey in July 1992..
 TL0577
 TL0577.The orthometric height was scaled from a topographic map.
 TL0577
 TL0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0577
 TL0577.The geoid height was determined by GEOID03.
 TL0577
 TL0577;                    North         East     Units Scale Factor Converg.
 TL0577;SPC MT       -   433,839.367   426,415.089   MT  0.99958381   -1 42 24.6
 TL0577;SPC MT       - 1,423,357.50  1,398,999.64   iFT  0.99958381   -1 42 24.6
 TL0577;UTM  12      - 5,331,194.292   437,996.561   MT  0.99964724   -0 37 14.0
 TL0577
 TL0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0577!SPC MT       -   0.99982770  x   0.99958381  =   0.99941158
 TL0577!UTM  12      -   0.99982770  x   0.99964724  =   0.99947500
 TL0577
 TL0577:                Primary Azimuth Mark                     Grid Az
 TL0577:SPC MT       -  KEIL                                     031 25 59.8
 TL0577:UTM  12      -  KEIL                                     030 20 49.2
 TL0577
 TL0577|---------------------------------------------------------------------|
 TL0577| PID    Reference Object                     Distance      Geod. Az  |
 TL0577|                                                           dddmmss.s |
 TL0577| TL0575 KEIL                                APPROX.14.2 KM 0294335.2 |
 TL0577| TM0211 VENETZ                              APPROX.14.0 KM 2460202.8 |
 TL0577|---------------------------------------------------------------------|
 TL0577
 TL0577                          SUPERSEDED SURVEY CONTROL
 TL0577
 TL0577  NAD 83(1986)-  48 07 51.53825(N)    111 49 59.90726(W) AD(       ) 3
 TL0577  NAD 27      -  48 07 51.64869(N)    111 49 56.86326(W) AD(       ) 3
 TL0577
 TL0577.Superseded values are not recommended for survey control.
 TL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0577.See file dsdata.txt to determine how the superseded data were derived.
 TL0577
 TL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU3799731194(NAD 83)
 TL0577
 TL0577  HISTORY     - Date     Condition        Report By
 TL0577  HISTORY     - 1937     MONUMENTED       USGS
 TL0577  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0577
 TL0577                          STATION DESCRIPTION
 TL0577
 TL0577'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TL0577'LOCATED 3.25 MI. S. AND 5.25 MI. E. OF CONRAD, T 28 N, R 2 W, IN SE.
 TL0577'CORNER OF SECTION 34.
 TL0577'
 TL0577'TO REACH STATION FROM CONRAD, DRIVE S. ON U.S. HIGHWAY 91 3.25 MI. TO
 TL0577'CROSSROADS, THENCE TURN E. (LEFT) AND FOLLOW SECTION LINE RD. 4.0 MI.
 TL0577'TO RANCH HOUSE AND BARN OF L. S. EDWARDS.
 TL0577'
 TL0577'RECOVERED AS FOLLOWS
 TL0577'
 TL0577'THERE IS A BARN IN THE POSITION DESCRIBED BUT IT HAS NO CUPOLA,
 TL0577'APPARENTLY THERE WAS NO MONUMENT, THE REFERENCE MARKS WERE NOT
 TL0577'FOUND.
 TL0577'
 TL0577'STATION MARK--CENTER OF CUPOLA ON BARN OF L. S. EDWARDS.
 TL0577'
 TL0577'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---EDWARDS
 TL0577'NO. 1 1937---, IN TOP OF CONCRETE MONUMENT SET IN GROUND, 319.00 FT.
 TL0577'FROM STATION, N 01 DEG 34 MIN E.
 TL0577'
 TL0577'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---EDWARDS
 TL0577'NO. 2 1937---, IN TOP OF CONCRETE MONUMENT SET IN GROUND, 339.90 FT.
 TL0577'FROM STATION, N 88 DEG 09 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0304 ***********************************************************************
 QV0304  DESIGNATION -  EGAN
 QV0304  PID         -  QV0304
 QV0304  STATE/COUNTY-  MT/ROSEBUD
 QV0304  USGS QUAD   -  BADGER PEAK (1978)
 QV0304
 QV0304                         *CURRENT SURVEY CONTROL
 QV0304  ___________________________________________________________________
 QV0304* NAD 83(1992)-  45 44 32.40707(N)    106 34 27.91255(W)     ADJUSTED  
 QV0304* NAVD 88     -      1091.5    (meters)    3581.     (feet)  VERTCON   
 QV0304  ___________________________________________________________________
 QV0304  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 QV0304  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 QV0304
 QV0304  HORZ ORDER  -  SECOND
 QV0304
 QV0304.The horizontal coordinates were established by classical geodetic methods
 QV0304.and adjusted by the National Geodetic Survey in July 1992..
 QV0304
 QV0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0304
 QV0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0304
 QV0304.The geoid height was determined by GEOID03.
 QV0304
 QV0304;                    North         East     Units Scale Factor Converg.
 QV0304;SPC MT       -   170,100.591   827,538.823   MT  0.99963562   +2 08 24.3
 QV0304;SPC MT       -   558,072.81  2,715,022.39   iFT  0.99963562   +2 08 24.3
 QV0304;UTM  13      - 5,066,625.166   377,524.740   MT  0.99978441   -1 07 39.9
 QV0304
 QV0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0304!SPC MT       -   0.99983129  x   0.99963562  =   0.99946697
 QV0304!UTM  13      -   0.99983129  x   0.99978441  =   0.99961574
 QV0304
 QV0304|---------------------------------------------------------------------|
 QV0304| PID    Reference Object                     Distance      Geod. Az  |
 QV0304|                                                           dddmmss.s |
 QV0304| CQ6462 EGAN RM 1                            18.194 METERS 13748     |
 QV0304| QV0305 STARR                                16.218 METERS 23842     |
 QV0304| QV0303 MILLER                              APPROX.11.1 KM 3543653.5 |
 QV0304|---------------------------------------------------------------------|
 QV0304
 QV0304                          SUPERSEDED SURVEY CONTROL
 QV0304
 QV0304  NAD 83(1986)-  45 44 32.39442(N)    106 34 27.89858(W) AD(       ) 2
 QV0304  NAD 27      -  45 44 32.40603(N)    106 34 25.82806(W) AD(       ) 2
 QV0304  NGVD 29 (07/19/86) 1090.8    (m)         3579.     (f) VERT ANG       
 QV0304
 QV0304.Superseded values are not recommended for survey control.
 QV0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0304.See file dsdata.txt to determine how the superseded data were derived.
 QV0304
 QV0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL7752566625(NAD 83)
 QV0304_MARKER: DD = SURVEY DISK
 QV0304_SETTING: 0 = UNSPECIFIED SETTING
 QV0304
 QV0304  HISTORY     - Date     Condition        Report By
 QV0304  HISTORY     - 1971     MONUMENTED       USGS
 QV0304  HISTORY     - 1988     GOOD             USAF
 QV0304
 QV0304                          STATION DESCRIPTION
 QV0304
 QV0304'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (EGE)
 QV0304'THE STATION IS LOCATED SOUTH 14 DEGREES EAST 10 MILES AIRLINE
 QV0304'DISTANCE FROM COLSTRIP, MONTANA, ON THE WEST ARM OF A U-SHAPED
 QV0304'BUTTE IN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 42 EAST ON LAND
 QV0304'OWNED BY MRS. JOE EGAN.
 QV0304'
 QV0304'THE STATION WAS REACHED BY HELICOPTER IN 1971.  TO REACH FROM
 QV0304'COLSTRIP, MONTANA, GO 9.7 MILES SOUTH ON FAS HIGHWAY 315 TO THE
 QV0304'EGAN RANCH ON THE RIGHT AND A WIRE GATE ON THE LEFT, THRU GATE GO
 QV0304'1.5 MILES SOUTHEAST ON TRACK ROAD TO WATER WELL, CONTINUE 0.4
 QV0304'MILES SOUTHWEST ACROSS COUNTRY TO END OF TRUCK TRAVEL IN SADDLE
 QV0304'SOUTHEAST OF STATION BUTTE, PACK NORTH TO TOP OF BUTTE, THENCE
 QV0304'NORTHWEST TO STATION SITE, A TOTAL OF ABOUT 0.3 MILES.
 QV0304'
 QV0304'STATION MARK AND REFERENCE MARK NO. 1 ARE USGS BRASS TABLETS
 QV0304'SOLDERED TO COPPERCOATED STEEL RODS, DRIVEN TO REFUSAL AT THE
 QV0304'DEPTHS INDICATED, AND CENTERED IN GRAVEL FILLED PLASTIC TILES WHICH
 QV0304'ARE 6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE
 QV0304'GROUND.
 QV0304'
 QV0304'STATION MARK--THE ROD WAS DRIVEN 10 FEET, THE TABLET IS STAMPED
 QV0304'EGAN ET 1971.
 QV0304'
 QV0304'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 5 FEET, THE TABLET IS
 QV0304'STAMPED EGAN ET 1971 NO. 1.
 QV0304'
 QV0304'REFERENCE MARK NO. 2--A USGS ALUMINUM TABLET SET IN A 5 INCH
 QV0304'ROUND CONCRETE POST PROJECTING 1 FOOT AND IS STAMPED STARR 1957.
 QV0304'
 QV0304'STATION MILLER ET 1971 IS VISIBLE FROM THE GROUND FROM THIS
 QV0304'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE
 QV0304'MADE FROM A STANDARD TRIPOD.
 QV0304
 QV0304                          STATION RECOVERY (1988)
 QV0304
 QV0304'RECOVERY NOTE BY US AIR FORCE 1988 (ESL)
 QV0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0327 ***********************************************************************
 QW0327  DESIGNATION -  EH 1
 QW0327  PID         -  QW0327
 QW0327  STATE/COUNTY-  MT/SWEET GRASS
 QW0327  USGS QUAD   -  GREYCLIFF (1980)
 QW0327
 QW0327                         *CURRENT SURVEY CONTROL
 QW0327  ___________________________________________________________________
 QW0327* NAD 83(1986)-  45 45 44.     (N)    109 46 51.     (W)     SCALED    
 QW0327* NAVD 88     -      1198.017  (meters)    3930.49   (feet)  ADJUSTED  
 QW0327  ___________________________________________________________________
 QW0327  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 QW0327  DYNAMIC HT  -        1197.661 (meters)    3929.33  (feet)  COMP
 QW0327  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 QW0327
 QW0327  VERT ORDER  -  FIRST     CLASS II
 QW0327
 QW0327.The horizontal coordinates were scaled from a topographic map and have
 QW0327.an estimated accuracy of +/- 6 seconds.
 QW0327
 QW0327.The orthometric height was determined by differential leveling
 QW0327.and adjusted by the National Geodetic Survey in June 1991..
 QW0327
 QW0327.The geoid height was determined by GEOID03.
 QW0327
 QW0327.The dynamic height is computed by dividing the NAVD 88
 QW0327.geopotential number by the normal gravity value computed on the
 QW0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0327.degrees latitude (g = 980.6199 gals.).
 QW0327
 QW0327.The modeled gravity was interpolated from observed gravity values.
 QW0327
 QW0327;                    North         East    Units  Estimated Accuracy
 QW0327;SPC MT       -   168,100.      578,160.      MT  (+/- 180 meters Scaled)
 QW0327
 QW0327                          SUPERSEDED SURVEY CONTROL
 QW0327
 QW0327  NGVD 29 (??/??/92) 1197.024  (m)         3927.24   (f) ADJ UNCH    1 2
 QW0327
 QW0327.Superseded values are not recommended for survey control.
 QW0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0327.See file dsdata.txt to determine how the superseded data were derived.
 QW0327
 QW0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR948683(NAD 83)
 QW0327_MARKER: DD = SURVEY DISK
 QW0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0327_SP_SET: FOUNDATION
 QW0327_STAMPING: E H 1 3927 1952
 QW0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0327
 QW0327  HISTORY     - Date     Condition        Report By
 QW0327  HISTORY     - 1952     MONUMENTED       USGS
 QW0327  HISTORY     - 1957     GOOD             NGS
 QW0327  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0327
 QW0327                          STATION DESCRIPTION
 QW0327
 QW0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0327'10.8 MI SE FROM BIG TIMBER.
 QW0327'ABOUT 10.8 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0327'STATION AT BIG TIMBER, IN SECTION 8, T 1 S, R 16 E, ABOUT 0.1 MILE
 QW0327'NORTHWEST OF MILEPOST 70, IN THE TOP OF THE NORTH CORNER OF A 2X9-FOOT
 QW0327'CONCRETE BLOCK PROJECTING 4 INCHES, 82 FEET NORTHEAST OF THE NORTHEAST
 QW0327'RAIL OF THE MAIN TRACK, 47 1/2 FEET WEST OF THE WEST CONCRETE FOOTING
 QW0327'OF A RAILROAD WATER TANK, 27 FEET SOUTHWEST OF THE WEST CORNER OF THE
 QW0327'CONCRETE FOUNDATION OF AN OLD WATER TANK THAT HAS BEEN REMOVED, AND
 QW0327'ABOUT LEVEL WITH THE TRACK.
 QW0327
 QW0327                          STATION RECOVERY (1982)
 QW0327
 QW0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1430 ***********************************************************************
 SS1430  DESIGNATION -  EIDEL
 SS1430  PID         -  SS1430
 SS1430  STATE/COUNTY-  MT/CASCADE
 SS1430  USGS QUAD   -  STOCKETT (1965)
 SS1430
 SS1430                         *CURRENT SURVEY CONTROL
 SS1430  ___________________________________________________________________
 SS1430* NAD 83(1992)-  47 20 26.58528(N)    111 13 55.88687(W)     ADJUSTED  
 SS1430* NAVD 88     -      1299.     (meters)    4262.     (feet)  SCALED    
 SS1430  ___________________________________________________________________
 SS1430  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 SS1430  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 SS1430
 SS1430  HORZ ORDER  -  SECOND
 SS1430
 SS1430.The horizontal coordinates were established by classical geodetic methods
 SS1430.and adjusted by the National Geodetic Survey in July 1992..
 SS1430
 SS1430.The orthometric height was scaled from a topographic map.
 SS1430
 SS1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1430
 SS1430.The geoid height was determined by GEOID03.
 SS1430
 SS1430;                    North         East     Units Scale Factor Converg.
 SS1430;SPC MT       -   344,880.219   469,184.373   MT  0.99940900   -1 16 01.6
 SS1430;SPC MT       - 1,131,496.78  1,539,318.81   iFT  0.99940900   -1 16 01.6
 SS1430;UTM  12      - 5,243,054.148   482,460.097   MT  0.99960378   -0 10 14.7
 SS1430
 SS1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1430!SPC MT       -   0.99979857  x   0.99940900  =   0.99920769
 SS1430!UTM  12      -   0.99979857  x   0.99960378  =   0.99940243
 SS1430
 SS1430:                Primary Azimuth Mark                     Grid Az
 SS1430:SPC MT       -  EIDEL AZ MK                              215 05 32.5
 SS1430:UTM  12      -  EIDEL AZ MK                              213 59 45.6
 SS1430
 SS1430|---------------------------------------------------------------------|
 SS1430| PID    Reference Object                     Distance      Geod. Az  |
 SS1430|                                                           dddmmss.s |
 SS1430| CN3469 EIDEL AZ MK                                        2134930.9 |
 SS1430| CN3471 EIDEL RM 2                            6.504 METERS 22642     |
 SS1430| CN3470 EIDEL RM 1                            5.962 METERS 30702     |
 SS1430|---------------------------------------------------------------------|
 SS1430
 SS1430                          SUPERSEDED SURVEY CONTROL
 SS1430
 SS1430  NAD 83(1986)-  47 20 26.58477(N)    111 13 55.87047(W) AD(       ) 2
 SS1430  NAD 27      -  47 20 26.74320(N)    111 13 53.03310(W) AD(       ) 2
 SS1430
 SS1430.Superseded values are not recommended for survey control.
 SS1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1430.See file dsdata.txt to determine how the superseded data were derived.
 SS1430
 SS1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8246043054(NAD 83)
 SS1430_MARKER: DS = TRIANGULATION STATION DISK
 SS1430_SETTING: 80 = SET IN A BOULDER
 SS1430_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SS1430
 SS1430  HISTORY     - Date     Condition        Report By
 SS1430  HISTORY     - 1961     MONUMENTED       CGS
 SS1430
 SS1430                          STATION DESCRIPTION
 SS1430
 SS1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1430'STATION IS ON A LOW ROCKY GRASS COVERED RIDGE, ABOUT 12 MILES
 SS1430'SOUTH-SOUTHEAST OF GREAT FALLS AND 3-1/2 MILES WEST-SOUTHWEST
 SS1430'OF STOCKETT, ON PROPERTY OF THE EIDEL RANCH.
 SS1430'
 SS1430'TO REACH THE STATION FROM THE EAST END OF THE FIRST STREET
 SS1430'BRIDGE IN GREAT FALLS, GO SOUTH ALONG THE MISSOURI RIVER
 SS1430'ON U.S. HIGHWAY 87 FOR 0.7 MILE TO A FORK AT A BRIDGE, BEAR
 SS1430'RIGHT AND CONTINUE SOUTH FOR 4.2 MILES TO A CROSSROAD.  CONTINUE
 SS1430'SOUTH FOR 4.4 MILES TO A SIDE ROAD LEFT LEADING TO AN OLD SCHOOL
 SS1430'BUILDING.  CONTINUE SOUTHEASTERLY FOR 0.35 MILE TO A T-ROAD
 SS1430'LEFT AT A SIGN SAND COULEE.  TURN LEFT AND GO EAST FOR 0.5
 SS1430'MILE TO WHERE MAIN ROAD TURNS NORTH.  TURN LEFT AND GO NORTH
 SS1430'FOR 1 MILE TO WHERE ROAD TURNS RIGHT.  TURN RIGHT AND GO EAST
 SS1430'FOR 0.25 MILE TO WHERE MAIN ROAD TURNS LEFT AND A WIRE GATE
 SS1430'STRAIGHT AHEAD.  PASS THROUGH GATE TO THE AZIMUTH MARK ON
 SS1430'THE RIGHT.  BEAR LEFT AND GO NORTHEAST ON TRACK ROAD FOR 0.2
 SS1430'MILE TO THE STATION.
 SS1430'
 SS1430'STATION MARK IS A STANDARD DISK, STAMPED EIDEL 1961, CEMENTED
 SS1430'IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING 9 INCHES.
 SS1430'IT IS 4 FEET SOUTHEAST OF A WITNESS POST.
 SS1430'
 SS1430'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EIDEL NO 1 1961,
 SS1430'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER, PROJECTING
 SS1430'2 INCHES.
 SS1430'
 SS1430'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EIDEL NO 2 1961,
 SS1430'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER, PROJECTING
 SS1430'8 INCHES.
 SS1430'
 SS1430'AZIMUTH MARK IS A STANDARD DISK, STAMPED EIDEL 1961, CEMENTED
 SS1430'IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER, PROJECTING 5 INCHES.
 SS1430'IT IS 62 FEET SOUTHEAST OF THE CENTERLINE OF A GRADED ROAD AT
 SS1430'A CURVE, 29 FEET SOUTHEAST OF THE SOUTH GATEPOST OF A WIRE
 SS1430'GATE, 8 FEET EAST OF A NORTH AND SOUTH FENCE, 8 FEET
 SS1430'EAST-NORTHEAST OF A T-FENCE CORNER, 4 FEET NORTHEAST OF A WITNESS
 SS1430'POST AND 2.8 FEET NORTH OF AN EAST AND WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0699 ***********************************************************************
 QX0699  DESIGNATION -  EIGHT
 QX0699  PID         -  QX0699
 QX0699  STATE/COUNTY-  MT/PARK
 QX0699  USGS QUAD   -  PRAY (1988)
 QX0699
 QX0699                         *CURRENT SURVEY CONTROL
 QX0699  ___________________________________________________________________
 QX0699* NAD 83(1992)-  45 26 38.16507(N)    110 44 15.55818(W)     ADJUSTED  
 QX0699* NAVD 88     -      1726.6    (meters)    5665.     (feet)  VERTCON   
 QX0699  ___________________________________________________________________
 QX0699  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 QX0699  GEOID HEIGHT-          -9.77  (meters)                     GEOID03
 QX0699
 QX0699  HORZ ORDER  -  THIRD
 QX0699
 QX0699.The horizontal coordinates were established by classical geodetic methods
 QX0699.and adjusted by the National Geodetic Survey in July 1992..
 QX0699
 QX0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0699
 QX0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0699
 QX0699.The geoid height was determined by GEOID03.
 QX0699
 QX0699;                    North         East     Units Scale Factor Converg.
 QX0699;SPC MT       -   133,460.281   503,198.342   MT  0.99976254   -0 54 19.3
 QX0699;SPC MT       -   437,861.81  1,650,913.20   iFT  0.99976254   -0 54 19.3
 QX0699;UTM  12      - 5,032,301.317   520,516.502   MT  0.99960518   +0 11 13.0
 QX0699
 QX0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0699!SPC MT       -   0.99973090  x   0.99976254  =   0.99949351
 QX0699!UTM  12      -   0.99973090  x   0.99960518  =   0.99933619
 QX0699
 QX0699:                Primary Azimuth Mark                     Grid Az
 QX0699:SPC MT       -  BUTLER                                   207 37 34.7
 QX0699:UTM  12      -  BUTLER                                   206 32 02.4
 QX0699
 QX0699|---------------------------------------------------------------------|
 QX0699| PID    Reference Object                     Distance      Geod. Az  |
 QX0699|                                                           dddmmss.s |
 QX0699| QX0709 BUTLER                              APPROX. 5.4 KM 2064315.4 |
 QX0699|---------------------------------------------------------------------|
 QX0699
 QX0699                          SUPERSEDED SURVEY CONTROL
 QX0699
 QX0699  NAD 83(1986)-  45 26 38.15775(N)    110 44 15.55284(W) AD(       ) 3
 QX0699  NAD 27      -  45 26 38.38506(N)    110 44 12.78457(W) AD(       ) 3
 QX0699  NGVD 29 (07/19/86) 1725.4    (m)         5661.     (f) VERT ANG       
 QX0699
 QX0699.Superseded values are not recommended for survey control.
 QX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0699.See file dsdata.txt to determine how the superseded data were derived.
 QX0699
 QX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR2051732301(NAD 83)
 QX0699_MARKER: DD = SURVEY DISK
 QX0699_SETTING: 66 = SET IN ROCK OUTCROP
 QX0699_SP_SET: SET IN ROCK OUTCROP
 QX0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0699+STABILITY: POSITION/ELEVATION WELL
 QX0699
 QX0699  HISTORY     - Date     Condition        Report By
 QX0699  HISTORY     - 1951     MONUMENTED       USGS
 QX0699
 QX0699                          STATION DESCRIPTION
 QX0699
 QX0699'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0699'STATION LOCATED APPROXIMATELY 5.0 MI. (AIRLINE) NE. OF EMIGRANT,
 QX0699'MONTANA, ABOUT 1500 FT. N. OF EIGHT MILE CREEK, ON A LONE, HIGH,
 QX0699'ROCKY KNOLL IN SECTION 33, R 8 E, T 4 S.
 QX0699'
 QX0699'TO REACH FROM GREAT NORTHERN RAILWAY STATION IN EMIGRANT GO N. ON
 QX0699'ACROSS CATTLEGUARD FOR 1.45 MI. TO BUTLER RANCH.  CONTINUE W. AND N.
 QX0699'THROUGH RANCH YARD, CROSSING EIGHT MILE CREEK BRIDGE, TO RD. FORK,
 QX0699'THENCE LEFT (WESTERLY) FOR 0.1 MI. TO GATE AND RD. FORK, THENCE
 QX0699'THROUGH GATE AND ON RIGHT FORK (IN A WESTERLY DIRECTION) FOR 0.65
 QX0699'MI., THENCE RIGHT (N.) AND EASTERLY, ALONG FIELD EDGE FOR 0.15 MI.
 QX0699'TO FAINT RD., THENCE LEFT (NORTHERLY) ON FAINT RD. FOR 0.25 MI.,
 QX0699'THENCE RIGHT (EASTERLY) CROSS COUNTRY, PICKING WAY THROUGH ROCKS,
 QX0699'0.35 MI. TO TOP AND STATION MARK.
 QX0699'
 QX0699'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, AND STAMPED
 QX0699'---F-EIGHT 1951---.
 QX0699'
 QX0699'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0395 ***********************************************************************
 SP0395  DESIGNATION -  EIGHT ET
 SP0395  PID         -  SP0395
 SP0395  STATE/COUNTY-  MT/MCCONE
 SP0395  USGS QUAD   -  FIGURE EIGHT CREEK (1983)
 SP0395
 SP0395                         *CURRENT SURVEY CONTROL
 SP0395  ___________________________________________________________________
 SP0395* NAD 83(1992)-  47 38 47.40552(N)    105 58 55.79516(W)     ADJUSTED  
 SP0395* NAVD 88     -       870.5    (meters)    2856.     (feet)  VERTCON   
 SP0395  ___________________________________________________________________
 SP0395  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 SP0395  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 SP0395
 SP0395  HORZ ORDER  -  THIRD
 SP0395
 SP0395.The horizontal coordinates were established by classical geodetic methods
 SP0395.and adjusted by the National Geodetic Survey in July 1992..
 SP0395
 SP0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0395
 SP0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0395
 SP0395.The geoid height was determined by GEOID03.
 SP0395
 SP0395;                    North         East     Units Scale Factor Converg.
 SP0395;SPC MT       -   383,342.547   864,074.871   MT  0.99945385   +2 34 23.9
 SP0395;SPC MT       - 1,257,685.52  2,834,891.31   iFT  0.99945385   +2 34 23.9
 SP0395;UTM  13      - 5,277,478.796   426,236.107   MT  0.99966686   -0 43 33.1
 SP0395
 SP0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0395!SPC MT       -   0.99986616  x   0.99945385  =   0.99932008
 SP0395!UTM  13      -   0.99986616  x   0.99966686  =   0.99953307
 SP0395
 SP0395:                Primary Azimuth Mark                     Grid Az
 SP0395:SPC MT       -  FLYING ET                                062 07 37.6
 SP0395:UTM  13      -  FLYING ET                                065 25 34.6
 SP0395
 SP0395|---------------------------------------------------------------------|
 SP0395| PID    Reference Object                     Distance      Geod. Az  |
 SP0395|                                                           dddmmss.s |
 SP0395| SP0394 FLYING ET                           APPROX.20.5 KM 0644201.5 |
 SP0395|---------------------------------------------------------------------|
 SP0395
 SP0395                          SUPERSEDED SURVEY CONTROL
 SP0395
 SP0395  NAD 83(1986)-  47 38 47.40206(N)    105 58 55.77948(W) AD(       ) 3
 SP0395  NAD 27      -  47 38 47.40422(N)    105 58 53.74908(W) AD(       ) 3
 SP0395  NGVD 29 (07/19/86)  869.9    (m)         2854.     (f) VERT ANG       
 SP0395
 SP0395.Superseded values are not recommended for survey control.
 SP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0395.See file dsdata.txt to determine how the superseded data were derived.
 SP0395
 SP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN2623677479(NAD 83)
 SP0395_MARKER: DD = SURVEY DISK
 SP0395_SETTING: 80 = SET IN A BOULDER
 SP0395_SP_SET: PARTIALLY EXPOSED BOULDER
 SP0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0395+STABILITY: SURFACE MOTION
 SP0395
 SP0395  HISTORY     - Date     Condition        Report By
 SP0395  HISTORY     - 1975     MONUMENTED       USGS
 SP0395
 SP0395                          STATION DESCRIPTION
 SP0395
 SP0395'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 SP0395'STATION IS LOCATED ON HIGH POINT OF HILL, 150 FT. W. OF RD., 60 FT.
 SP0395'S. OF FENCE LINE, AND 24.5 MI. (AIRLINE) NW. OF CIRCLE, MONTANA.
 SP0395'
 SP0395'TO REACH FROM CIRCLE, TURN RIGHT OFF MAIN STREET ON MONTANA STATE
 SP0395'HIGHWAY 252 AND PROCEED IN NW. DIRECTION FOR 7.3 MI. AND W. FOR 4.7
 SP0395'MI. TO RD. JUNCTION, TURN RIGHT AND FOLLOW MAIN GRAVEL RD. FOR 12.0
 SP0395'MI. TO WELDON JUNCTION, FOLLOW MAIN RD. FOR 2.0 MI. TO JUNCTION,
 SP0395'FOLLOW MAIN RD. W. FROM JUNCTION FOR 4.3 MI. TO TOP OF HILL AND
 SP0395'CATTLEGUARD, DO NOT CROSS CATTLEGUARD.  THE STATION MARK IS W. OF
 SP0395'CATTLEGUARD AND S. OF FENCE.
 SP0395'
 SP0395'STATION MARK--STANDARD USGS TABLET, CEMENTED IN DRILL HOLE IN
 SP0395'BURIED BOULDER, AND STAMPED ---EIGHT-ET 1975---.
 SP0395'
 SP0395'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0303 ***********************************************************************
 QU0303  FBN         -  This is a Federal Base Network Control Station.
 QU0303  DESIGNATION -  EKALAKA EAST BASE
 QU0303  PID         -  QU0303
 QU0303  STATE/COUNTY-  MT/CARTER
 QU0303  USGS QUAD   -  EKALAKA (1993)
 QU0303
 QU0303                         *CURRENT SURVEY CONTROL
 QU0303  ___________________________________________________________________
 QU0303* NAD 83(1999)-  45 53 34.07362(N)    104 35 59.32762(W)     ADJUSTED  
 QU0303* NAVD 88     -      1058.9    (meters)    3474.     (feet)  GPS OBS   
 QU0303  ___________________________________________________________________
 QU0303  X           -  -1,121,092.052 (meters)                     COMP
 QU0303  Y           -  -4,303,996.191 (meters)                     COMP
 QU0303  Z           -   4,557,711.185 (meters)                     COMP
 QU0303  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 QU0303  ELLIP HEIGHT-        1042.93  (meters)          (10/12/00) GPS OBS
 QU0303  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 QU0303
 QU0303  HORZ ORDER  -  A
 QU0303  ELLP ORDER  -  THIRD     CLASS I
 QU0303
 QU0303.The horizontal coordinates were established by GPS observations
 QU0303.and adjusted by the National Geodetic Survey in October 2000..
 QU0303.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QU0303.DATUM ITEM on the data sheet items page.
 QU0303
 QU0303.The orthometric height was determined by GPS observations and a
 QU0303.high-resolution geoid model.
 QU0303
 QU0303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QU0303
 QU0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0303
 QU0303.The ellipsoidal height was determined by GPS observations
 QU0303.and is referenced to NAD 83.
 QU0303
 QU0303.The geoid height was determined by GEOID03.
 QU0303
 QU0303;                    North         East     Units Scale Factor Converg.
 QU0303;SPC MT       -   194,455.457   979,909.976   MT  0.99958163   +3 35 04.2
 QU0303;SPC MT       -   637,977.22  3,214,927.74   iFT  0.99958163   +3 35 04.2
 QU0303;UTM  13      - 5,082,214.607   531,047.169   MT  0.99961185   +0 17 14.5
 QU0303
 QU0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0303!SPC MT       -   0.99983653  x   0.99958163  =   0.99941822
 QU0303!UTM  13      -   0.99983653  x   0.99961185  =   0.99944844
 QU0303
 QU0303|---------------------------------------------------------------------|
 QU0303| PID    Reference Object                     Distance      Geod. Az  |
 QU0303|                                                           dddmmss.s |
 QU0303| CQ8299 EKALAKA EAST BASE RM 1               13.385 METERS 06031     |
 QU0303| QU0079 E 206                                              0903158.4 |
 QU0303| CQ8300 EKALAKA EAST BASE RM 2               12.789 METERS 20132     |
 QU0303|---------------------------------------------------------------------|
 QU0303
 QU0303                          SUPERSEDED SURVEY CONTROL
 QU0303
 QU0303  NAD 83(1992)-  45 53 34.07306(N)    104 35 59.32537(W) AD(       ) B
 QU0303  ELLIP H (05/15/92) 1043.07   (m)                       GP(       ) 4 2
 QU0303  NAD 83(1986)-  45 53 34.04879(N)    104 35 59.30582(W) AD(       ) 1
 QU0303  NAD 27      -  45 53 34.05300(N)    104 35 57.46900(W) AD(       ) 1
 QU0303  NGVD 29 (06/11/92) 1058.2    (m)         3472.     (f) GPS OBS        
 QU0303
 QU0303.Superseded values are not recommended for survey control.
 QU0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0303.See file dsdata.txt to determine how the superseded data were derived.
 QU0303
 QU0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL3104782215(NAD 83)
 QU0303_MARKER: DS = TRIANGULATION STATION DISK
 QU0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0303_SP_SET: CONCRETE POST
 QU0303_STAMPING: EKALAKA E.B. 1949
 QU0303_MARK LOGO: CGS   
 QU0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0303+STABILITY: SURFACE MOTION
 QU0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0303+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QU0303
 QU0303  HISTORY     - Date     Condition        Report By
 QU0303  HISTORY     - 1949     MONUMENTED       CGS
 QU0303  HISTORY     - 1949     GOOD             CGS
 QU0303  HISTORY     - 1973     GOOD             USGS
 QU0303  HISTORY     - 1976     GOOD             NGS
 QU0303  HISTORY     - 19911028 GOOD             NGS
 QU0303  HISTORY     - 19921011 GOOD             NGS
 QU0303  HISTORY     - 19960604 GOOD             MTDOT
 QU0303  HISTORY     - 19960915 GOOD             NGS
 QU0303  HISTORY     - 19961015 GOOD             NGS
 QU0303  HISTORY     - 19990623 GOOD             NGS
 QU0303
 QU0303                          STATION DESCRIPTION
 QU0303
 QU0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0303'THE STATION IS LOCATED NEAR THE NORTH END OF A SHORT GRASSY
 QU0303'RIDGE THAT RUNS IN A NORTH AND SOUTH DIRECTION, ABOUT 2.7
 QU0303'MILES WEST OF EKALAKA, 108 FEET NORTH OF THE APPROXIMATE
 QU0303'CENTERLINE OF A GRAVELED ROAD, 82 FEET NORTH OF A WIRE FENCE,
 QU0303'7.8 FEET EAST-NORTHEAST OF A WITNESS POST, AND ON LAND OWNED
 QU0303'BY MR. GEORGE STEWART.
 QU0303'
 QU0303'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN
 QU0303'EKALAKA, GO NORTH 1 BLOCK TO THE BANK BUILDING, TURN LEFT,
 QU0303'WEST, AND GO ON THE MAIN DIRT ROAD ON THE SOUTH SIDE OF THE BANK
 QU0303'BUILDING FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT AND SIGN
 QU0303'MILES CITY 79.  THE AZIMUTH MARK IN THE NORTHWEST CORNER OF
 QU0303'THIS INTERSECTION.  CONTINUE STRAIGHT AHEAD,
 QU0303'WEST, ON THE MAIN DIRT AND GRAVELED ROAD FOR 0.65 MILES TO THE
 QU0303'TOP OF A LOW HILL AND THE STATION.
 QU0303'
 QU0303'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QU0303'EKALAKA E BASE 1949.
 QU0303'
 QU0303'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, AND THE DISK
 QU0303'IS STAMPED EKALAKA E BASE NO 1 1949.
 QU0303'
 QU0303'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, AND THE DISK
 QU0303'IS STAMPED EKALAKA E BASE NO 2 1949.
 QU0303'
 QU0303'B.M. E 206 1934 WAS USED AS THE AZIMUTH MARK.  IT IS 39 FEET
 QU0303'WEST OF THE APPROXIMATE CENTERLINE OF A NORTH-SOUTH GRAVELED
 QU0303'ROAD, 38 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A EAST-WEST
 QU0303'GRAVELED ROAD, 8.5 FEET WEST OF A FENCE CORNER.  THE MARK IS
 QU0303'A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6 X 6-INCH
 QU0303'SQUARE CONCRETE POST, PROJECTING 6 INCHES, AND THE DISK IS
 QU0303'STAMPED E 206 1934.
 QU0303'
 QU0303'ALL MARKS (EXCEPT THE B.M.) ARE STANDARD DISKS SET IN THE TOP
 QU0303'OF 10 X 10-INCH SQUARE CONCRETE POSTS.
 QU0303
 QU0303                          STATION RECOVERY (1949)
 QU0303
 QU0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QU0303'RECOVERED IN GOOD CONDITION.
 QU0303
 QU0303                          STATION RECOVERY (1973)
 QU0303
 QU0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (IJB)
 QU0303'TO REACH THE STATION FROM THE CARTER CO. COURTHOUSE IN EKALAKA,
 QU0303'GO WESTERLY 1.75 MILES, ALONG THE ROAD TO MILES CITY (MILES
 QU0303'CITY CUT-OFF), TO FORK, TAKE LEFT FORK, WEST, AND GO 0.50 MILE
 QU0303'TO BM E 206 1934 ON THE RIGHT AT THE OLD ROADWAY NORTH.  (THIS
 QU0303'IS THE AZIMUTH MARK FOR EKALAKA E. BASE.) - CONTINUE WEST ON
 QU0303'THE GRAVELED ROAD FOR 0.65 MILE TO THE TOP OF A HILL AND THE
 QU0303'STATION AS PREVIOUSLY DESCRIBED.
 QU0303
 QU0303                          STATION RECOVERY (1976)
 QU0303
 QU0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 QU0303'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 QU0303'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 QU0303'DIRECTIONS TO THE MARKS CHECK WITH THE 1949 DATA.  THE STATION MARK
 QU0303'WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION 51158.  A NEW
 QU0303'DESCRIPTION FOLLOWS--
 QU0303'
 QU0303'THE STATION IS LOCATED ON THE NORTH END OF A GRASSY HILL ABOUT
 QU0303'2.5 MILES WEST OF EKALAKA AND ON THE LAND OWNED BY FLOYD PIERCE OF
 QU0303'EKALAKA.
 QU0303'
 QU0303'TO REACH FROM THE POST OFFICE IN EKALAKA, GO WEST ON A GRAVELLED
 QU0303'ROAD, PASSING THE HIGH SCHOOL, FOR 0.3 MILES TO A T-INTERSECTION.
 QU0303'TURN RIGHT ON GRAVELLED ROAD AND GO NORTH FOR 0.2 MILES TO A
 QU0303'T-INTERSECTION.  TURN LEFT ON GRAVELLED ROAD AND GO WEST FOR 1.1
 QU0303'MILES TO A FORKS.  TAKE THE LEFT FORK AND CONTINUE WEST ON
 QU0303'GRAVELLED ROAD FOR 0.5 MILES TO A FENCE CORNER, ABANDONED ROAD AND
 QU0303'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT, WEST,
 QU0303'FOR 0.6 MILES TO THE TOP OF HILL AND THE STATION ON THE RIGHT.
 QU0303'
 QU0303'THE STATION MARK IS A STANDARD DISK STAMPED, EKALAKA E.B. 1949,
 QU0303'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS
 QU0303'FLUSH WITH THE GROUND.  IT IS 110.5 FEET NORTHEAST OF A TELEPHONE
 QU0303'POLE, 110.0 FEET NORTH OF THE CENTER OF THE GRAVELLED ROAD, 67.0
 QU0303'FEET NORTH OF AN EAST-WEST FENCE LINE AND 7.8 FEET NORTHEAST OF A
 QU0303'WOODEN WITNESS POST.
 QU0303'
 QU0303'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, EKALAKA E.B. NO. 1
 QU0303'1949, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS
 QU0303'FLUSH WITH THE GROUND.  IT IS 130.0 FEET NORTH OF THE CENTER OF
 QU0303'THE GRAVELLED ROAD, 120.0 FEET NORTHWEST OF A TELEPHONE POLE AND
 QU0303'89.0 FEET NORTH OF AN EAST-WEST FENCE LINE.
 QU0303'
 QU0303'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, EKALAKA E.B. NO 2
 QU0303'1949, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS
 QU0303'FLUSH WITH THE GROUND.  IT IS 74.5 FEET NORTHEAST OF A TELEPHONE
 QU0303'POLE, 72.0 FEET NORTH OF THE CENTER OF THE GRAVELLED ROAD AND 28.5
 QU0303'FEET NORTH OF AN EAST-WEST FENCE LINE.
 QU0303'
 QU0303'THE AZIMUTH MARK IS A STANDARD BENCH MARK STAMPED, E 206 1934, SET IN
 QU0303'THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QU0303'IT IS 39.0 FEET NORTH OF THE CENTER OF THE GRAVELLED ROAD, 8.5 FEET
 QU0303'WEST OF A FENCE CORNER AND 0.7 FEET SOUTH OF AN EAST-WEST FENCE
 QU0303'LINE.
 QU0303'
 QU0303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES WEST OF
 QU0303'EKALAKA.
 QU0303
 QU0303                          STATION RECOVERY (1991)
 QU0303
 QU0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QU0303'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) WEST OF EKALAKA, ON A
 QU0303'SMALL RIDGE IN A PASTURE OWNED BY MR. FLOYD PIERCE OF EKALAKA MT,
 QU0303'PHONE 406-775-6328.
 QU0303'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 323 AND 7 IN
 QU0303'EKALAKA, GO NORTH ON HIGHWAY 7 FOR 0.08 KM (0.05 MI) TO A SIDE ROAD
 QU0303'LEFT.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 3.36 KM (2.09 MI)
 QU0303'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WEST TOWARD BEAVER FLAT
 QU0303'FOR 0.8 KM (0.5 MI) TO BENCH MARK E 206 ON THE RIGHT.  CONTINUE WEST
 QU0303'FOR 1.04 KM (0.65 MI) TO THE STATION ON THE RIGHT AT THE TOP OF A
 QU0303'RISE.
 QU0303'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 QU0303'WITH THE GROUND.  LOCATED 33.5 M (109.9 FT) NORTH OF THE CENTER OF
 QU0303'THE ROAD, 20.1 M (65.9 FT) NORTH OF A FENCE AND 7.3 M (24.0 FT)
 QU0303'NORTHEAST OF A 6-FOOT POWER LINE POST.
 QU0303
 QU0303                          STATION RECOVERY (1992)
 QU0303
 QU0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QU0303'STATION IS LOCATED ABOUT 5.2 KM (3.23 MI) WEST OF TOWN OF EKALAKA ON A
 QU0303'SMALL RIDGE IN A PASTURE OWNED BY MR FLOYD PIERCE OF EKALAKA, MT.
 QU0303'HIS PHONE NUMBER IS 406-775-6328.
 QU0303'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 323 AND 7 IN
 QU0303'EKALAKA, GO NORTH ON HIGHWAY 7 FOR 0.08 KM (0.05 MI) TO A SIDE ROAD
 QU0303'AT LEFT. TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 2.6 KM (1.62 MI)
 QU0303'TO A FORK. TAKE LEFT FORK AND CONTINUE WESTERLY ON GRAVEL ROAD TOWARD
 QU0303'BEAVER FLAT FOR 1.9 KM (1.18 MI) TO THE STATION ON THE RIGHT AT THE
 QU0303'TOP OF A SMALL RISE.
 QU0303'STATION IS LOCATED 33.5 M (109.91 FT) NORTH OF THE CENTER OF THE
 QU0303'GRAVEL ROAD, 20.1 M (65.94 FT) NORTH OF A FENCE AND 7.3 M (23.95 FT)
 QU0303'NORTHEAST OF A SIX-FOOT TALL POWER LINE POST MARKING UNDERGROUND
 QU0303'CABLE.
 QU0303
 QU0303                          STATION RECOVERY (1996)
 QU0303
 QU0303'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 QU0303'RECOVERED AS DESCRIBED.
 QU0303
 QU0303                          STATION RECOVERY (1996)
 QU0303
 QU0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QU0303'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) WEST OF EKALAKA, ON A
 QU0303'SMALL RIDGE IN A PASTURE.  OWNERSHIP--FLOYD PIERCE, EKALAKA MT,
 QU0303'TELEPHONE (406) 775-6328.  TO REACH THE STATION FROM THE JUNCTION OF
 QU0303'STATE HIGHWAYS 323 AND 7 IN EKALAKA, GO NORTH ON STATE HIGHWAY 7 FOR
 QU0303'0.08 KM (0.05 MI) TO A SIDE GRAVELED ROAD LEFT, TURN LEFT AND GO WEST
 QU0303'ON THE ROAD FOR 2.6 KM (1.60 MI) TO A FORK, TAKE THE LEFT FORK AND
 QU0303'CONTINUE WESTERLY ON THE GRAVELED ROAD TOWARD BEAVER FLAT FOR 1.9 KM
 QU0303'(1.20 MI) TO THE STATION ON THE RIGHT, AT THE TOP OF A SMALL RISE. THE
 QU0303'STATION IS LOCATED 33.5 M (109.9 FT) NORTH OF THE ROAD CENTER, 21.0 M
 QU0303'(68.9 FT) NORTH OF A FENCE, 7.3 M (24.0 FT) NORTHEAST OF A 6-FOOT
 QU0303'UTILITY POLE USED AS AN UNDERGROUND CABLE WARNING SIGN POST, AND THE
 QU0303'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QU0303
 QU0303                          STATION RECOVERY (1996)
 QU0303
 QU0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 QU0303'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  IT IS 20.5 M (67.3
 QU0303'FT) NORTH OF A FENCE AND 7.3 M (24.0 FT) NORTHEAST OF A 1.7 M (5.6 FT)
 QU0303'TALL POWER LINE POST 1978 9T 10 SUPPORTING AN UNDERGROUND CABLE
 QU0303'JUNCTION BOX 584.
 QU0303
 QU0303                          STATION RECOVERY (1999)
 QU0303
 QU0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QU0303'RECOVERED AS DESCRIBED.  LOCATED 0.49 M (1.61 FT) SOUTH OF A
 QU0303'FIBERGLASS WITNESS POST.  RM 1 AND RM 2 WERE RECOVERED IN GOOD
 QU0303'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0305 ***********************************************************************
 QU0305  DESIGNATION -  EKALAKA WEST BASE
 QU0305  PID         -  QU0305
 QU0305  STATE/COUNTY-  MT/CARTER
 QU0305  USGS QUAD   -  BEAVER FLATS NORTH (1979)
 QU0305
 QU0305                         *CURRENT SURVEY CONTROL
 QU0305  ___________________________________________________________________
 QU0305* NAD 83(1996)-  45 54 45.32711(N)    104 44 10.46211(W)     ADJUSTED  
 QU0305* NAVD 88     -      1081.2    (meters)    3547.     (feet)  VERTCON   
 QU0305  ___________________________________________________________________
 QU0305  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 QU0305  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 QU0305
 QU0305  HORZ ORDER  -  FIRST
 QU0305
 QU0305.The horizontal coordinates were established by classical geodetic methods
 QU0305.and adjusted by the National Geodetic Survey in January 1998..
 QU0305
 QU0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0305
 QU0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0305
 QU0305.The geoid height was determined by GEOID03.
 QU0305
 QU0305;                    North         East     Units Scale Factor Converg.
 QU0305;SPC MT       -   195,997.885   969,212.462   MT  0.99957503   +3 29 05.0
 QU0305;SPC MT       -   643,037.68  3,179,830.91   iFT  0.99957503   +3 29 05.0
 QU0305;UTM  13      - 5,084,369.632   520,455.722   MT  0.99960514   +0 11 22.0
 QU0305
 QU0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0305!SPC MT       -   0.99983302  x   0.99957503  =   0.99940812
 QU0305!UTM  13      -   0.99983302  x   0.99960514  =   0.99943822
 QU0305
 QU0305|---------------------------------------------------------------------|
 QU0305| PID    Reference Object                     Distance      Geod. Az  |
 QU0305|                                                           dddmmss.s |
 QU0305| CQ8302 EKALAKA WEST BASE RM 1               10.534 METERS 00321     |
 QU0305| CQ8303 EKALAKA WEST BASE RM 2                8.278 METERS 11828     |
 QU0305| CQ8301 EKALAKA WEST BASE AZ MK                            1451204.4 |
 QU0305|---------------------------------------------------------------------|
 QU0305
 QU0305                          SUPERSEDED SURVEY CONTROL
 QU0305
 QU0305  NAD 83(1992)-  45 54 45.32710(N)    104 44 10.46213(W) AD(       ) 1
 QU0305  NAD 83(1986)-  45 54 45.30375(N)    104 44 10.44299(W) AD(       ) 1
 QU0305  NAD 27      -  45 54 45.30800(N)    104 44 08.59000(W) AD(       ) 1
 QU0305  NGVD 29 (07/19/86) 1080.6    (m)         3545.     (f) VERT ANG       
 QU0305
 QU0305.Superseded values are not recommended for survey control.
 QU0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0305.See file dsdata.txt to determine how the superseded data were derived.
 QU0305
 QU0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL2045684370(NAD 83)
 QU0305_MARKER: DS = TRIANGULATION STATION DISK
 QU0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0305
 QU0305  HISTORY     - Date     Condition        Report By
 QU0305  HISTORY     - 1949     MONUMENTED       CGS
 QU0305
 QU0305                          STATION DESCRIPTION
 QU0305
 QU0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0305'STATION IS LOCATED ON A ROUND, GRASSY HILL, ON LAND OWNED BY
 QU0305'CHESTER MEYER, ABOUT 12 MILES WEST OF EKALAKA, ABOUT 0.3 MILE
 QU0305'NORTHWEST OF THE MEYER RANCH HOUSE, AND 10 FEET SOUTHEAST
 QU0305'OF A WITNESS POST.
 QU0305'
 QU0305'TO REACH FROM THE EKALAKA POST OFFICE, GO EAST FOR 0.05 MILE
 QU0305'TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW THE MAIN GRADED
 QU0305'ROAD FOR 8.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO 2.05
 QU0305'MILES TO A GATE AND AZIMUTH MARK NORTHWEST OF RANCH HOUSE.
 QU0305'CONTINUE NORTHWEST FOR 0.25 MILE TO TOP OF HILL AND STATION.
 QU0305'
 QU0305'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 QU0305'CONCRETE POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 QU0305'STAMPED EKALAKA W BASE 1949.
 QU0305'
 QU0305'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QU0305'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 QU0305'THE DISK IS STAMPED EKALAKA W BASE NO 1 1949.
 QU0305'
 QU0305'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QU0305'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 QU0305'THE DISK IS STAMPED EKALAKA W BASE NO 2 1949.
 QU0305'
 QU0305'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 QU0305'CONCRETE POST.  IT IS 18 FEET WEST OF A TRACK ROAD AND 2 FEET
 QU0305'WEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 QU0305'DISK IS STAMPED EKALAKA W BASE 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1596 ***********************************************************************
 SS1596  DESIGNATION -  EKFS 1
 SS1596  PID         -  SS1596
 SS1596  STATE/COUNTY-  MT/CHOUTEAU
 SS1596  USGS QUAD   -  LANDER CROSSING (1954)
 SS1596
 SS1596                         *CURRENT SURVEY CONTROL
 SS1596  ___________________________________________________________________
 SS1596* NAD 83(1992)-  47 39 18.94326(N)    110 59 21.97842(W)     ADJUSTED  
 SS1596* NAVD 88     -       958.3    (meters)    3144.     (feet)  VERTCON   
 SS1596  ___________________________________________________________________
 SS1596  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 SS1596  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 SS1596
 SS1596  HORZ ORDER  -  THIRD
 SS1596
 SS1596.The horizontal coordinates were established by classical geodetic methods
 SS1596.and adjusted by the National Geodetic Survey in July 1992..
 SS1596
 SS1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1596
 SS1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1596
 SS1596.The geoid height was determined by GEOID03.
 SS1596
 SS1596;                    North         East     Units Scale Factor Converg.
 SS1596;SPC MT       -   379,448.094   488,179.310   MT  0.99945556   -1 05 22.3
 SS1596;SPC MT       - 1,244,908.44  1,601,638.16   iFT  0.99945556   -1 05 22.3
 SS1596;UTM  12      - 5,277,985.239   500,793.079   MT  0.99960001   +0 00 28.1
 SS1596
 SS1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1596!SPC MT       -   0.99985207  x   0.99945556  =   0.99930771
 SS1596!UTM  12      -   0.99985207  x   0.99960001  =   0.99945214
 SS1596
 SS1596                          SUPERSEDED SURVEY CONTROL
 SS1596
 SS1596  NAD 83(1986)-  47 39 18.94024(N)    110 59 21.95740(W) AD(       ) 3
 SS1596  NGVD 29 (05/18/92)  957.4    (m)         3141.     (f) VERT ANG       
 SS1596
 SS1596.Superseded values are not recommended for survey control.
 SS1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1596.See file dsdata.txt to determine how the superseded data were derived.
 SS1596
 SS1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0079377985(NAD 83)
 SS1596_MARKER: DS = TRIANGULATION STATION DISK
 SS1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1596+STABILITY: SURFACE MOTION
 SS1596
 SS1596  HISTORY     - Date     Condition        Report By
 SS1596  HISTORY     - 1947     MONUMENTED       USGS
 SS1596
 SS1596                          STATION DESCRIPTION
 SS1596
 SS1596'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1596'STATION IS LOCATED ABOUT 7 MI. E. OF PORTAGE, MONTANA, ON RIGHT HAND
 SS1596'BANK OF MISSOURI RIVER, LOCATED ON N. END OF LOYS RANCH NEAR SECTION
 SS1596'CORNERS 16, 17, 20, AND 21, R 6 E, T 22 N, NEAR NW. FENCE CORNER ON N.
 SS1596'EDGE OF COULEE.
 SS1596'
 SS1596'STATION MARK--STANDARD TABLET IN CONCRETE MONUMENT, STAMPED---
 SS1596'---EKFS-1 1947---.
 SS1596'
 SS1596'REFERENCE MARK NO. 1--A 1-IN. IRON PIPE, 53.80 FT. FROM STATION MARK
 SS1596'S 62 DEGREES 33 MINUTES E.
 SS1596'
 SS1596'REFERENCE MARK NO. 2--A 1-IN. IRON PIPE, 61.10 FT. FROM STATION MARK
 SS1596'S 31 DEGREES 14 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1597 ***********************************************************************
 SS1597  DESIGNATION -  EKFS 2
 SS1597  PID         -  SS1597
 SS1597  STATE/COUNTY-  MT/CHOUTEAU
 SS1597  USGS QUAD   -  LANDER CROSSING (1954)
 SS1597
 SS1597                         *CURRENT SURVEY CONTROL
 SS1597  ___________________________________________________________________
 SS1597* NAD 83(1992)-  47 37 35.41172(N)    110 59 00.83019(W)     ADJUSTED  
 SS1597* NAVD 88     -       983.9    (meters)    3228.     (feet)  VERTCON   
 SS1597  ___________________________________________________________________
 SS1597  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 SS1597  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 SS1597
 SS1597  HORZ ORDER  -  THIRD
 SS1597
 SS1597.The horizontal coordinates were established by classical geodetic methods
 SS1597.and adjusted by the National Geodetic Survey in July 1992..
 SS1597
 SS1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1597
 SS1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1597
 SS1597.The geoid height was determined by GEOID03.
 SS1597
 SS1597;                    North         East     Units Scale Factor Converg.
 SS1597;SPC MT       -   376,244.552   488,559.764   MT  0.99945004   -1 05 06.8
 SS1597;SPC MT       - 1,234,398.14  1,602,886.36   iFT  0.99945004   -1 05 06.8
 SS1597;UTM  12      - 5,274,789.100   501,234.879   MT  0.99960002   +0 00 43.7
 SS1597
 SS1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1597!SPC MT       -   0.99984805  x   0.99945004  =   0.99929817
 SS1597!UTM  12      -   0.99984805  x   0.99960002  =   0.99944813
 SS1597
 SS1597                          SUPERSEDED SURVEY CONTROL
 SS1597
 SS1597  NAD 83(1986)-  47 37 35.40872(N)    110 59 00.80961(W) AD(       ) 3
 SS1597  NGVD 29 (05/18/92)  983.0    (m)         3225.     (f) VERT ANG       
 SS1597
 SS1597.Superseded values are not recommended for survey control.
 SS1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1597.See file dsdata.txt to determine how the superseded data were derived.
 SS1597
 SS1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0123574789(NAD 83)
 SS1597_MARKER: DS = TRIANGULATION STATION DISK
 SS1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1597+STABILITY: SURFACE MOTION
 SS1597
 SS1597  HISTORY     - Date     Condition        Report By
 SS1597  HISTORY     - 1947     MONUMENTED       USGS
 SS1597
 SS1597                          STATION DESCRIPTION
 SS1597
 SS1597'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1597'STATION IS LOCATED ABOUT 7 MI. E. AND 2 MI. S. OF PORTAGE, MONTANA, ON
 SS1597'THE S. END OF LOYS RANCH NEAR CORNER SECTIONS 28, 29, 32, AND 33,
 SS1597'T 22 N, R 6 E, NEXT TO SW. FENCE CORNER IN FIELD.
 SS1597'
 SS1597'STATION MARK--STANDARD TABLET IN CONCRETE MONUMENT, STAMPED---
 SS1597'---EKFS-2 1947---.
 SS1597'
 SS1597'REFERENCE MARK NO. 1--A 1-1/2 IN. IRON PIPE, 54.0 FT. FROM STATION
 SS1597'MARK N 21 DEGREES 24 MINUTES W.
 SS1597'
 SS1597'REFERENCE MARK NO. 2--A 1-1/2 IN. IRON PIPE, 39.0 FT. FROM STATION
 SS1597'MARK S 85 DEGREES 09 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1598 ***********************************************************************
 SS1598  DESIGNATION -  EKFS 3
 SS1598  PID         -  SS1598
 SS1598  STATE/COUNTY-  MT/CASCADE
 SS1598  USGS QUAD   -  MORONY DAM (1994)
 SS1598
 SS1598                         *CURRENT SURVEY CONTROL
 SS1598  ___________________________________________________________________
 SS1598* NAD 83(1992)-  47 35 36.49694(N)    111 00 20.62564(W)     ADJUSTED  
 SS1598* NAVD 88     -       991.9    (meters)    3254.     (feet)  VERTCON   
 SS1598  ___________________________________________________________________
 SS1598  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 SS1598  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SS1598
 SS1598  HORZ ORDER  -  THIRD
 SS1598
 SS1598.The horizontal coordinates were established by classical geodetic methods
 SS1598.and adjusted by the National Geodetic Survey in July 1992..
 SS1598
 SS1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1598
 SS1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1598
 SS1598.The geoid height was determined by GEOID03.
 SS1598
 SS1598;                    North         East     Units Scale Factor Converg.
 SS1598;SPC MT       -   372,606.458   486,824.420   MT  0.99944402   -1 06 05.2
 SS1598;SPC MT       - 1,222,462.13  1,597,192.98   iFT  0.99944402   -1 06 05.2
 SS1598;UTM  12      - 5,271,117.879   499,569.270   MT  0.99960000   -0 00 15.2
 SS1598
 SS1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1598!SPC MT       -   0.99984678  x   0.99944402  =   0.99929089
 SS1598!UTM  12      -   0.99984678  x   0.99960000  =   0.99944684
 SS1598
 SS1598                          SUPERSEDED SURVEY CONTROL
 SS1598
 SS1598  NAD 83(1986)-  47 35 36.49427(N)    111 00 20.60563(W) AD(       ) 3
 SS1598  NGVD 29 (05/18/92)  991.0    (m)         3251.     (f) VERT ANG       
 SS1598
 SS1598.Superseded values are not recommended for survey control.
 SS1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1598.See file dsdata.txt to determine how the superseded data were derived.
 SS1598
 SS1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9956971118(NAD 83)
 SS1598_MARKER: DS = TRIANGULATION STATION DISK
 SS1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1598+STABILITY: SURFACE MOTION
 SS1598
 SS1598  HISTORY     - Date     Condition        Report By
 SS1598  HISTORY     - 1947     MONUMENTED       USGS
 SS1598
 SS1598                          STATION DESCRIPTION
 SS1598
 SS1598'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1598'STATION LOCATED ABOUT 4 MI. N. OF SALEM, MONTANA, ON N. BANK OF BELT
 SS1598'CREEK, LOCATED ON N. SIDE OF E-W. RD. AT BEND NEAR CORNER SECTION 5,
 SS1598'6, 7, AND 8, T 21 N, R 6 E.
 SS1598'
 SS1598'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1598'---EKFS-3 1947---.
 SS1598'
 SS1598'REFERENCE MARK NO. 1--A 1-IN. IRON PIPE, 53.20 FT. FROM STATION MARK
 SS1598'N 87 DEGREES 28 MINUTES E.
 SS1598'
 SS1598'REFERENCE MARK NO. 2--A 1-1/2 IN. IRON PIPE, 79.40 FT. FROM STATION
 SS1598'MARK S 05 DEGREES 16 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1599 ***********************************************************************
 SS1599  DESIGNATION -  EKSB 1
 SS1599  PID         -  SS1599
 SS1599  STATE/COUNTY-  MT/CASCADE
 SS1599  USGS QUAD   -  MORONY DAM (1994)
 SS1599
 SS1599                         *CURRENT SURVEY CONTROL
 SS1599  ___________________________________________________________________
 SS1599* NAD 83(1992)-  47 33 08.85191(N)    111 00 55.17865(W)     ADJUSTED  
 SS1599* NAVD 88     -      1008.9    (meters)    3310.     (feet)  VERTCON   
 SS1599  ___________________________________________________________________
 SS1599  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 SS1599  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 SS1599
 SS1599  HORZ ORDER  -  THIRD
 SS1599
 SS1599.The horizontal coordinates were established by classical geodetic methods
 SS1599.and adjusted by the National Geodetic Survey in July 1992..
 SS1599
 SS1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1599
 SS1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1599
 SS1599.The geoid height was determined by GEOID03.
 SS1599
 SS1599;                    North         East     Units Scale Factor Converg.
 SS1599;SPC MT       -   368,063.921   486,014.927   MT  0.99943701   -1 06 30.5
 SS1599;SPC MT       - 1,207,558.80  1,594,537.16   iFT  0.99943701   -1 06 30.5
 SS1599;UTM  12      - 5,266,559.948   498,846.791   MT  0.99960002   -0 00 40.7
 SS1599
 SS1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1599!SPC MT       -   0.99984410  x   0.99943701  =   0.99928120
 SS1599!UTM  12      -   0.99984410  x   0.99960002  =   0.99944418
 SS1599
 SS1599                          SUPERSEDED SURVEY CONTROL
 SS1599
 SS1599  NAD 83(1986)-  47 33 08.84951(N)    111 00 55.15878(W) AD(       ) 3
 SS1599  NGVD 29 (05/18/92) 1008.0    (m)         3307.     (f) VERT ANG       
 SS1599
 SS1599.Superseded values are not recommended for survey control.
 SS1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1599.See file dsdata.txt to determine how the superseded data were derived.
 SS1599
 SS1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9884766560(NAD 83)
 SS1599_MARKER: DS = TRIANGULATION STATION DISK
 SS1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1599+STABILITY: SURFACE MOTION
 SS1599
 SS1599  HISTORY     - Date     Condition        Report By
 SS1599  HISTORY     - 1947     MONUMENTED       USGS
 SS1599
 SS1599                          STATION DESCRIPTION
 SS1599
 SS1599'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1599'STATION LOCATED ABOUT 2 MI. NE. OF SALEM, MONTANA, IN SEC. 19, T 21 N,
 SS1599'R 6 E.  LOCATED ALONG FENCE LINE, OUTSIDE OF FIELD, ON E. EDGE OF
 SS1599'COULEE.
 SS1599'
 SS1599'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1599'---EKSB-1 1947---.
 SS1599'
 SS1599'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, 39.60 FT. FROM STATION MARK
 SS1599'S 16 DEGREES 44 MINUTES W.
 SS1599'
 SS1599'REFERENCE MARK NO. 2--A 3/4-IN. IRON PIPE, 37.60 FT. FROM STATION MARK
 SS1599'N 78 DEGREES 40 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0539 ***********************************************************************
 RW0539  DESIGNATION -  EL DORADO
 RW0539  PID         -  RW0539
 RW0539  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0539  USGS QUAD   -  HAUSER LAKE (1972)
 RW0539
 RW0539                         *CURRENT SURVEY CONTROL
 RW0539  ___________________________________________________________________
 RW0539* NAD 83(1992)-  46 44 34.50146(N)    111 48 52.99332(W)     ADJUSTED  
 RW0539* NAVD 88     -      1428.     (meters)    4685.     (feet)  SCALED    
 RW0539  ___________________________________________________________________
 RW0539  LAPLACE CORR-           9.70  (seconds)                    DEFLEC99
 RW0539  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 RW0539
 RW0539  HORZ ORDER  -  THIRD
 RW0539
 RW0539.The horizontal coordinates were established by classical geodetic methods
 RW0539.and adjusted by the National Geodetic Survey in July 1992..
 RW0539
 RW0539.The orthometric height was scaled from a topographic map.
 RW0539
 RW0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0539
 RW0539.The geoid height was determined by GEOID03.
 RW0539
 RW0539;                    North         East     Units Scale Factor Converg.
 RW0539;SPC MT       -   279,627.206   423,240.202   MT  0.99940366   -1 41 35.6
 RW0539;SPC MT       -   917,412.09  1,388,583.34   iFT  0.99940366   -1 41 35.6
 RW0539;UTM  12      - 5,176,918.326   437,764.068   MT  0.99964761   -0 35 36.1
 RW0539
 RW0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0539!SPC MT       -   0.99977822  x   0.99940366  =   0.99918201
 RW0539!UTM  12      -   0.99977822  x   0.99964761  =   0.99942590
 RW0539
 RW0539                          SUPERSEDED SURVEY CONTROL
 RW0539
 RW0539  NAD 83(1986)-  46 44 34.50097(N)    111 48 52.98748(W) AD(       ) 3
 RW0539
 RW0539.Superseded values are not recommended for survey control.
 RW0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0539.See file dsdata.txt to determine how the superseded data were derived.
 RW0539
 RW0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS3776476918(NAD 83)
 RW0539_MARKER: DS = TRIANGULATION STATION DISK
 RW0539_SETTING: 66 = SET IN ROCK OUTCROP
 RW0539_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RW0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0539
 RW0539  HISTORY     - Date     Condition        Report By
 RW0539  HISTORY     - 1891     MONUMENTED       MORC
 RW0539  HISTORY     - 1972     GOOD             USGS
 RW0539
 RW0539                          STATION DESCRIPTION
 RW0539
 RW0539'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0539'EL DORADO IS ON RIGHT BANK, BACK ABOUT 2-1/2 MI. FROM THE ABANDONED
 RW0539'PLACER MINE AT EL DORADO BAR.  IT IS ON A MOUNTAIN 600 FT. HIGH TO
 RW0539'LEFT OF LEFT BRANCH OF A GULCH EMPTYING INTO RIVER AT EL DORADO BAR.
 RW0539'THERE IS A HIGHER MOUNTAIN 1 MI. S., W. FACE OF MOUNTAIN, ON WHICH
 RW0539'TRIANGULATION STATION IS LOCATED, IS OF WHITE ROCK ALMOST TO BASE.
 RW0539'
 RW0539'RECOVERED BY USGS IN 1972 AND REDESCRIBED AS FOLLOWS
 RW0539'
 RW0539'THE STATION IS LOCATED ABOUT 3.3 MI. (AIRLINE) NW. OF YORK, MONTANA,
 RW0539'IN SEC. 2, T 11 N, R 2 W.
 RW0539'
 RW0539'TO REACH THE STATION FROM THE STORE AT YORK, MONTANA, GO N. ON GRADED
 RW0539'RD. 5 MI. TO GRADED RD. W. TO EL DORADO MINE (LEFT).  GO ON THIS RD.
 RW0539'1.3 MI. TO FENCE CROSSING, TURN LEFT ALONG W. SIDE OF FENCE AND FOLLOW
 RW0539'DIM RD. 1.3 MI. TO N. SIDE OF MOUNTAIN, AT THIS POINT LEAVE TRUCK AND
 RW0539'PACK ABOUT 0.3 MI. TO TOP OF MOUNTAIN AND STATION SITE.
 RW0539'
 RW0539'STATION MARK--COPPER BOLT SET IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1428 ***********************************************************************
 SS1428  DESIGNATION -  ELDER
 SS1428  PID         -  SS1428
 SS1428  STATE/COUNTY-  MT/CASCADE
 SS1428  USGS QUAD   -  MAHONEY HILL (1965)
 SS1428
 SS1428                         *CURRENT SURVEY CONTROL
 SS1428  ___________________________________________________________________
 SS1428* NAD 83(1992)-  47 19 52.04413(N)    111 02 22.58445(W)     ADJUSTED  
 SS1428* NAVD 88     -      1058.9    (meters)    3474.     (feet)  VERTCON   
 SS1428  ___________________________________________________________________
 SS1428  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 SS1428  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 SS1428
 SS1428  HORZ ORDER  -  THIRD
 SS1428
 SS1428.The horizontal coordinates were established by classical geodetic methods
 SS1428.and adjusted by the National Geodetic Survey in July 1992..
 SS1428
 SS1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1428
 SS1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1428
 SS1428.The geoid height was determined by GEOID03.
 SS1428
 SS1428;                    North         East     Units Scale Factor Converg.
 SS1428;SPC MT       -   343,510.570   483,705.437   MT  0.99940806   -1 07 34.4
 SS1428;SPC MT       - 1,127,003.18  1,586,960.10   iFT  0.99940806   -1 07 34.4
 SS1428;UTM  12      - 5,241,962.478   497,007.524   MT  0.99960011   -0 01 44.8
 SS1428
 SS1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1428!SPC MT       -   0.99983613  x   0.99940806  =   0.99924429
 SS1428!UTM  12      -   0.99983613  x   0.99960011  =   0.99943631
 SS1428
 SS1428:                Primary Azimuth Mark                     Grid Az
 SS1428:SPC MT       -  BELT                                     065 30 58.8
 SS1428:UTM  12      -  BELT                                     064 25 09.2
 SS1428
 SS1428|---------------------------------------------------------------------|
 SS1428| PID    Reference Object                     Distance      Geod. Az  |
 SS1428|                                                           dddmmss.s |
 SS1428| SS1549 BELT                                APPROX.13.0 KM 0642324.4 |
 SS1428| CN3472 ELDER RM 1                            9.098 METERS 18127     |
 SS1428| CN3473 ELDER RM 2                            7.388 METERS 35656     |
 SS1428|---------------------------------------------------------------------|
 SS1428
 SS1428                          SUPERSEDED SURVEY CONTROL
 SS1428
 SS1428  NAD 83(1986)-  47 19 52.04253(N)    111 02 22.56743(W) AD(       ) 3
 SS1428  NAD 27      -  47 19 52.18580(N)    111 02 19.73630(W) AD(       ) 3
 SS1428  NGVD 29 (07/19/86) 1058.0    (m)         3471.     (f) VERT ANG       
 SS1428
 SS1428.Superseded values are not recommended for survey control.
 SS1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1428.See file dsdata.txt to determine how the superseded data were derived.
 SS1428
 SS1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9700841962(NAD 83)
 SS1428_MARKER: DS = TRIANGULATION STATION DISK
 SS1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1428
 SS1428  HISTORY     - Date     Condition        Report By
 SS1428  HISTORY     - 1961     MONUMENTED       CGS
 SS1428  HISTORY     - 1969     GOOD             CGS
 SS1428
 SS1428                          STATION DESCRIPTION
 SS1428
 SS1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1428'STATION IS ABOUT 7 MILES SOUTHWEST OF BELT, 6-1/2 MILES SOUTHEAST
 SS1428'OF CENTERVILLE, 6 MILES EAST-SOUTHEAST OF STOCKETT AND ON THE
 SS1428'WEST SIDE OF A FIELD ROAD BETWEEN TWO WHEAT FIELDS, AND UNDER
 SS1428'A TELEPHONE LINE.  IT IS ON THE PROPERTY OF MR. WALTER
 SS1428'MC KERROW.
 SS1428'
 SS1428'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 87, 89 AND 91 AT
 SS1428'THE INTERSECTION OF 10TH AVENUE SOUTH AND 9TH STREET IN
 SS1428'GREAT FALLS, GO EAST ON U.S. HIGHWAYS 87 AND 89 FOR 3.5
 SS1428'MILES TO THE JUNCTION OF MALMSTROM AIRFORCE ROAD ON
 SS1428'THE LEFT.  CONTINUE SOUTHEAST ON U.S. HIGHWAYS 87 AND 89 FOR
 SS1428'15.7 MILES TO A PAVED CROSSROAD AT THE BELT TURNOFF.  TURN
 SS1428'RIGHT, SOUTHWEST ON PAVED ROAD FOR 0.35 MILE TO A FORK.  TAKE
 SS1428'THE RIGHT FORK, SOUTHWEST ON GRADED ROAD FOR 1.85 MILES
 SS1428'TO A FORK.  TAKE THE LEFT FORK, ON MAIN ROAD, (WHICH MAKES
 SS1428'SEVERAL JOGS) FOR 3.5 MILES TO A FORK.  TAKE THE RIGHT
 SS1428'FORK, WEST AND SOUTH ON THE MAIN ROAD FOR 1.0 MILE TO WERE
 SS1428'MAIN ROAD TURNS RIGHT AND A FIELD ROAD CONTINUES SOUTH.
 SS1428'LEAVE MAIN ROAD AND GO SOUTH ON FIELD ROAD FOR 0.25 MILE TO
 SS1428'TELEPHONE LINE POLE NUMBER 1 H 40 AND STATION.
 SS1428'
 SS1428'STATION MARKS ARE STANDARD DISKS, STAMPED ELDER 1961.  THE
 SS1428'SURFACE DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 SS1428'POST PROJECTING 5 INCHES.  IT IS 267 FEET NORTH OF A T-FENCE
 SS1428'JUNCTION, 2 FEET EAST OF A NORTH-SOUTH FENCELINE, 4.3 FEET
 SS1428'SOUTH-SOUTHEAST OF TELEPHONE LINE POLE NUMBER 1 H 40, 7 FEET
 SS1428'WEST OF THE CENTERLINE OF THE FIELD ROAD AND 2.4 FEET
 SS1428'NORTH-NORTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 SS1428'SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 SS1428'GROUND SURFACE.
 SS1428'
 SS1428'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELDER NO 1 1961,
 SS1428'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 SS1428'6 INCHES.  IT IS 34 FEET SOUTH OF THE TELEPHONE LINE POLE,
 SS1428'6 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT
 SS1428'EAST OF THE FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE
 SS1428'STATION.
 SS1428'
 SS1428'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELDER NO 2 1961,
 SS1428'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 SS1428'6 INCHES.  IT IS 20 FEET NORTH OF THE TELEPHONE LINE POLE, 8
 SS1428'FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT EAST
 SS1428'OF THE FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 SS1428
 SS1428                          STATION RECOVERY (1969)
 SS1428
 SS1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CMM)
 SS1428'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SS1428'CONDITION.
 SS1428'
 SS1428'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 SS1428'
 SS1428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND
 SS1428'89, AND STATE HIGHWAYS 20 AND 789 NEAR THE SOUTHEASTERN
 SS1428'EDGE OF GREAT FALLS, MONTANA, GO SOUTHEAST ON HIGHWAYS 87, 89,
 SS1428'20, AND 789 FOR 15.7 MILES TO A PAVED CROSSROADS AT THE
 SS1428'BELT TURNOFF.  TURN RIGHT (SOUTH) ON A PAVED ROAD FOR 0.35
 SS1428'MILE TO A FORK.  TAKE RIGHT FORK ON GRADED ROAD FOR 6.3 MILES
 SS1428'TO A FIELD ROAD AT A CURVE.  TAKE THE FIELD ROAD FOR 0.25
 SS1428'MILE ALONG THE EAST SIDE OF A TELEPHONE LINE TO POLE NUMBER
 SS1428'1 H 40, AND THE STATION IN THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0624 ***********************************************************************
 RU0624  DESIGNATION -  ELDER
 RU0624  PID         -  RU0624
 RU0624  STATE/COUNTY-  MT/PETROLEUM
 RU0624  USGS QUAD   -  MOSBY (1980)
 RU0624
 RU0624                         *CURRENT SURVEY CONTROL
 RU0624  ___________________________________________________________________
 RU0624* NAD 83(1992)-  46 57 16.45561(N)    107 57 45.60361(W)     ADJUSTED  
 RU0624* NAVD 88     -       881.1    (meters)    2891.     (feet)  VERTCON   
 RU0624  ___________________________________________________________________
 RU0624  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 RU0624  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 RU0624
 RU0624  HORZ ORDER  -  SECOND
 RU0624
 RU0624.The horizontal coordinates were established by classical geodetic methods
 RU0624.and adjusted by the National Geodetic Survey in July 1992..
 RU0624
 RU0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0624
 RU0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0624
 RU0624.The geoid height was determined by GEOID03.
 RU0624
 RU0624;                    North         East     Units Scale Factor Converg.
 RU0624;SPC MT       -   301,677.804   716,943.889   MT  0.99939315   +1 07 28.4
 RU0624;SPC MT       -   989,756.57  2,352,178.11   iFT  0.99939315   +1 07 28.4
 RU0624;UTM  13      - 5,204,376.872   274,577.385   MT  1.00022460   -2 09 57.8
 RU0624;UTM  12      - 5,204,594.445   731,103.323   MT  1.00025648   +2 13 14.5
 RU0624
 RU0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0624!SPC MT       -   0.99986416  x   0.99939315  =   0.99925739
 RU0624!UTM  13      -   0.99986416  x   1.00022460  =   1.00008873
 RU0624!UTM  12      -   0.99986416  x   1.00025648  =   1.00012060
 RU0624
 RU0624:                Primary Azimuth Mark                     Grid Az
 RU0624:SPC MT       -  MOSBY                                    016 27 15.6
 RU0624:UTM  13      -  MOSBY                                    019 44 41.8
 RU0624:UTM  12      -  MOSBY                                    015 21 29.5
 RU0624
 RU0624|---------------------------------------------------------------------|
 RU0624| PID    Reference Object                     Distance      Geod. Az  |
 RU0624|                                                           dddmmss.s |
 RU0624| RU0623 MOSBY                               APPROX. 4.3 KM 0173444.0 |
 RU0624| CQ6465 ELDER RM 2                           14.515 METERS 02139     |
 RU0624| CQ6464 ELDER RM 1                           14.177 METERS 29353     |
 RU0624|---------------------------------------------------------------------|
 RU0624
 RU0624                          SUPERSEDED SURVEY CONTROL
 RU0624
 RU0624  NAD 83(1986)-  46 57 16.45122(N)    107 57 45.58200(W) AD(       ) 2
 RU0624  NAD 27      -  46 57 16.50286(N)    107 57 43.17669(W) AD(       ) 2
 RU0624  NGVD 29 (07/19/86)  880.4    (m)         2888.     (f) VERT ANG       
 RU0624
 RU0624.Superseded values are not recommended for survey control.
 RU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0624.See file dsdata.txt to determine how the superseded data were derived.
 RU0624
 RU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN7457704377(NAD 83)
 RU0624_MARKER: DD = SURVEY DISK
 RU0624_SETTING: 0 = UNSPECIFIED SETTING
 RU0624
 RU0624  HISTORY     - Date     Condition        Report By
 RU0624  HISTORY     - 1967     MONUMENTED       USGS
 RU0624
 RU0624                          STATION DESCRIPTION
 RU0624
 RU0624'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (GDF)
 RU0624'THE STATION IS LOCATED S. 79 DEG E., ABOUT 19 MI. (AIRLINE) FROM
 RU0624'WINNETT, MONTANA.  S. 52 DEG W., ABOUT 4 MI. (AIRLINE) FROM
 RU0624'MOSBY, MONTANA.  THE STATION IS LOCATED IN SE 1/4 SEC. 19,
 RU0624'T.14N., R.30E., ABOUT 0.3 MI. N. OF FENCE CORNER AND S. OF MAIN
 RU0624'DRAINAGE HEADING NE.
 RU0624'
 RU0624'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A
 RU0624'COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN A 6 IN. TILE
 RU0624'12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH GROUND.  STAMPED
 RU0624'ELDER E.T. 1967.
 RU0624'
 RU0624'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REF. MK. TABLET
 RU0624'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN A
 RU0624'6 IN. TILE 12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH
 RU0624'GROUND.  AND STAMPED ELDER E.T. 1967 NO. 1.
 RU0624'
 RU0624'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REF. MK. TABLET
 RU0624'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) AND
 RU0624'CENTERED IN A 6 IN. TILE 12 IN. LONG FILLED WITH GRAVEL AND FLUSH
 RU0624'WITH GROUND.  AND STAMPED ELDER E.T. 1967 NO. 2.
 RU0624'
 RU0624'THE DISTANCE BETWEEN REF. MK. NO. 1 AND REF. MK. NO. 2 IS 65.27
 RU0624'FT. (19.894 METERS.)
 RU0624'
 RU0624'STATION MOSBY E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE
 RU0624'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0472 ***********************************************************************
 SQ0472  DESIGNATION -  ELDER
 SQ0472  PID         -  SQ0472
 SQ0472  STATE/COUNTY-  MT/GARFIELD
 SQ0472  USGS QUAD   -  SPRING CREEK BAY (1972)
 SQ0472
 SQ0472                         *CURRENT SURVEY CONTROL
 SQ0472  ___________________________________________________________________
 SQ0472* NAD 83(1992)-  47 45 45.08229(N)    106 20 27.75066(W)     ADJUSTED  
 SQ0472* NAVD 88     -       755.26   (+/-2cm)    2477.9    (feet)  VERTCON   
 SQ0472  ___________________________________________________________________
 SQ0472  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 SQ0472  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 SQ0472
 SQ0472  HORZ ORDER  -  THIRD
 SQ0472  VERT ORDER  -  THIRD ? (See Below)
 SQ0472
 SQ0472.The horizontal coordinates were established by classical geodetic methods
 SQ0472.and adjusted by the National Geodetic Survey in July 1992..
 SQ0472
 SQ0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0472.The vertical order pertains to the NGVD 29 superseded value.
 SQ0472
 SQ0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0472
 SQ0472.The geoid height was determined by GEOID03.
 SQ0472
 SQ0472;                    North         East     Units Scale Factor Converg.
 SQ0472;SPC MT       -   395,076.685   836,630.524   MT  0.99947838   +2 18 38.8
 SQ0472;SPC MT       - 1,296,183.35  2,744,850.80   iFT  0.99947838   +2 18 38.8
 SQ0472;UTM  13      - 5,290,776.957   399,506.946   MT  0.99972410   -0 59 34.6
 SQ0472
 SQ0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0472!SPC MT       -   0.99988422  x   0.99947838  =   0.99936266
 SQ0472!UTM  13      -   0.99988422  x   0.99972410  =   0.99960835
 SQ0472
 SQ0472:                Primary Azimuth Mark                     Grid Az
 SQ0472:SPC MT       -  LOST                                     308 40 39.0
 SQ0472:UTM  13      -  LOST                                     311 58 52.4
 SQ0472
 SQ0472|---------------------------------------------------------------------|
 SQ0472| PID    Reference Object                     Distance      Geod. Az  |
 SQ0472|                                                           dddmmss.s |
 SQ0472| SQ0480 LOST                                APPROX. 9.9 KM 3105917.8 |
 SQ0472|---------------------------------------------------------------------|
 SQ0472
 SQ0472                          SUPERSEDED SURVEY CONTROL
 SQ0472
 SQ0472  NAD 83(1986)-  47 45 45.08022(N)    106 20 27.73623(W) AD(       ) 3
 SQ0472  NAD 27      -  47 45 45.02500(N)    106 20 25.60400(W) AD(       ) 3
 SQ0472  NGVD 29 (07/19/86)  754.64   (m)         2475.8    (f) LEVELING    3  
 SQ0472
 SQ0472.Superseded values are not recommended for survey control.
 SQ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0472.See file dsdata.txt to determine how the superseded data were derived.
 SQ0472
 SQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN9950790777(NAD 83)
 SQ0472_MARKER: P = PIPE CAP
 SQ0472_SETTING: 0 = UNSPECIFIED SETTING
 SQ0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0472
 SQ0472  HISTORY     - Date     Condition        Report By
 SQ0472  HISTORY     - 1937     MONUMENTED       USE
 SQ0472
 SQ0472                          STATION DESCRIPTION
 SQ0472
 SQ0472'DESCRIBED BY US ENGINEERS 1937
 SQ0472'THE STATION IS IN GARFIELD COUNTY ON THE LEFT BANK OF BIG
 SQ0472'DRY CREEK AND IN SECTION 16, T. 23 N., R. 42 E.  THE STATION
 SQ0472'IS 4-1/4 MILES DUE EAST OF HAXBY, 1-1/4 MILES WEST OF BIG
 SQ0472'DRY CREEK ON A HIGH BUTTE IN THE DIVIDE BETWEEN BOX ELDER
 SQ0472'AND BOX CREEKS.
 SQ0472'
 SQ0472'TO REACH STATION BY AUTOMOBILE GO EAST FROM HAXBY ON MAIN
 SQ0472'ROAD TO STOCK GUARD.  CROSS STOCK GUARD AND CONTINUE SOUTHEAST,
 SQ0472'THEN EAST AND NORTHEAST TO VERY WIDE GATE.  PASS THROUGH GATE
 SQ0472'AND LEAVE THE TRAIL TURNING LEFT.  PROCEED FROM HERE ACROSS
 SQ0472'COUNTRY TO TOP OF HIGH BUTTE AND STATION.
 SQ0472'
 SQ0472'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0472'
 SQ0472'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0472'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1064 ***********************************************************************
 SR1064  DESIGNATION -  ELDER
 SR1064  PID         -  SR1064
 SR1064  STATE/COUNTY-  MT/FERGUS
 SR1064  USGS QUAD   -  BEAR CREEK RESERVOIR (1985)
 SR1064
 SR1064                         *CURRENT SURVEY CONTROL
 SR1064  ___________________________________________________________________
 SR1064* NAD 83(1992)-  47 20 34.24731(N)    108 42 55.02968(W)     ADJUSTED  
 SR1064* NAVD 88     -      1058.8    (meters)    3474.     (feet)  VERTCON   
 SR1064  ___________________________________________________________________
 SR1064  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 SR1064  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 SR1064
 SR1064  HORZ ORDER  -  THIRD
 SR1064
 SR1064.The horizontal coordinates were established by classical geodetic methods
 SR1064.and adjusted by the National Geodetic Survey in July 1992..
 SR1064
 SR1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1064
 SR1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1064
 SR1064.The geoid height was determined by GEOID03.
 SR1064
 SR1064;                    North         East     Units Scale Factor Converg.
 SR1064;SPC MT       -   343,967.010   659,263.332   MT  0.99940922   +0 34 26.5
 SR1064;SPC MT       - 1,128,500.69  2,162,937.44   iFT  0.99940922   +0 34 26.5
 SR1064;UTM  12      - 5,245,795.668   672,578.785   MT  0.99996603   +1 40 50.3
 SR1064
 SR1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1064!SPC MT       -   0.99983629  x   0.99940922  =   0.99924560
 SR1064!UTM  12      -   0.99983629  x   0.99996603  =   0.99980232
 SR1064
 SR1064|---------------------------------------------------------------------|
 SR1064| PID    Reference Object                     Distance      Geod. Az  |
 SR1064|                                                           dddmmss.s |
 SR1064| CQ6467 ELDER RM 1                            8.905 METERS 05205     |
 SR1064| CQ6466 ELDER AZ MK                                        1244538.2 |
 SR1064| CQ6468 ELDER RM 2                            7.678 METERS 31139     |
 SR1064|---------------------------------------------------------------------|
 SR1064
 SR1064                          SUPERSEDED SURVEY CONTROL
 SR1064
 SR1064  NAD 83(1986)-  47 20 34.24446(N)    108 42 55.00935(W) AD(       ) 3
 SR1064  NAD 27      -  47 20 34.31670(N)    108 42 52.48770(W) AD(       ) 3
 SR1064  NGVD 29 (07/19/86) 1058.0    (m)         3471.     (f) VERT ANG       
 SR1064
 SR1064.Superseded values are not recommended for survey control.
 SR1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1064.See file dsdata.txt to determine how the superseded data were derived.
 SR1064
 SR1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT7257945796(NAD 83)
 SR1064_MARKER: DS = TRIANGULATION STATION DISK
 SR1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1064
 SR1064  HISTORY     - Date     Condition        Report By
 SR1064  HISTORY     - 1961     MONUMENTED       CGS
 SR1064
 SR1064                          STATION DESCRIPTION
 SR1064
 SR1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1064'THE STATION IS LOCATED ABOUT 11-3/4 MILES EAST AND 1/2 MILE
 SR1064'NORTH OF ROY, ON A PROMINENT ROCKY HILL.
 SR1064'
 SR1064'TO REACH THE STATION FROM THE POST OFFICE IN ROY, GO NORTH
 SR1064'FOR 0.15 MILE TO STATE HIGHWAY 19, TURN RIGHT, EAST AND GO
 SR1064'7.5 MILES TO A T INTERSECTION AND A SCHOOL HOUSE ON THE RIGHT,
 SR1064'TURN RIGHT, SOUTH AND GO 0.5 MILE TO A SIDE ROAD LEFT, TURN
 SR1064'LEFT, EAST AND GO 3.05 MILES TO A SIDE ROAD LEFT, CONTINUE
 SR1064'EAST FOR 1.1 MILES TO A POINT WHERE THE ROAD TURNS SHARP RIGHT
 SR1064'AND TWO FENCES CORNERS ON THE LEFT, TURN RIGHT, SOUTH AND
 SR1064'GO 0.3 MILE, LET THE FENCE DOWN AND GO EAST THEN NORTH AROUND
 SR1064'THE BASE OF THE HILL THEN NORTHWEST TO THE TOP OF THE HILL
 SR1064'AND STATION JUST SOUTH OF AN OLD FENCE.
 SR1064'
 SR1064'TO REACH THE AZIMUTH FROM THE SHARP TURN AND TWO FENCES CORNERS,
 SR1064'GO SOUTH AND EAST FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 SR1064'LEFT.
 SR1064'
 SR1064'THE STATION IS A STANDARD DISK, STAMPED ELDER 1961, SET IN
 SR1064'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 SR1064'IT IS 10 FEET SOUTH OF THE OLD FENCE AND 4.3 FEET NORTH OF THE
 SR1064'WITNESS POST.
 SR1064'
 SR1064'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELDER NO 1 1961,
 SR1064'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1064'3 INCHES.  IT IS 23.4 FEET NORTHEAST OF THE WITNESS POST AND 1
 SR1064'FOOT SOUTH OF THE FENCE.
 SR1064'
 SR1064'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELDER NO 2 1961,
 SR1064'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1064'3 INCHES.  IT IS 27.2 FEET NORTHWEST OF THE WITNESS POST
 SR1064'AND 1.4 FEET SOUTH OF THE FENCE.
 SR1064'
 SR1064'THE AZIMUTH IS A STANDARD DISK, STAMPED ELDER 1961, SET IN
 SR1064'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 SR1064'IT IS 27 FEET NORTH OF THE CENTER OF THE ROAD, 1.9 FEET EAST OF
 SR1064'THE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0292 ***********************************************************************
 QU0292  DESIGNATION -  ELDER
 QU0292  PID         -  QU0292
 QU0292  STATE/COUNTY-  MT/CARTER
 QU0292  USGS QUAD   -  MILL IRON (1993)
 QU0292
 QU0292                         *CURRENT SURVEY CONTROL
 QU0292  ___________________________________________________________________
 QU0292* NAD 83(1996)-  45 50 08.59949(N)    104 11 10.50542(W)     ADJUSTED  
 QU0292* NAVD 88     -      1023.4    (meters)    3358.     (feet)  VERTCON   
 QU0292  ___________________________________________________________________
 QU0292  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 QU0292  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 QU0292
 QU0292  HORZ ORDER  -  FIRST
 QU0292
 QU0292.The horizontal coordinates were established by classical geodetic methods
 QU0292.and adjusted by the National Geodetic Survey in January 1998..
 QU0292
 QU0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0292
 QU0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0292
 QU0292.The geoid height was determined by GEOID03.
 QU0292
 QU0292;                    North         East     Units Scale Factor Converg.
 QU0292;SPC MT       -   190,219.154 1,012,355.879   MT  0.99960132   +3 53 13.3
 QU0292;SPC MT       -   624,078.59  3,321,377.56   iFT  0.99960132   +3 53 13.3
 QU0292;SPC SD N     -   230,929.305   274,895.005   MT  1.00003298   -2 57 46.0
 QU0292;SPC SD N     -   757,640.56    901,884.70   sFT  1.00003298   -2 57 46.0
 QU0292;UTM  13      - 5,076,117.291   563,196.584   MT  0.99964910   +0 35 01.5
 QU0292
 QU0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0292!SPC MT       -   0.99984211  x   0.99960132  =   0.99944349
 QU0292!SPC SD N     -   0.99984211  x   1.00003298  =   0.99987508
 QU0292!UTM  13      -   0.99984211  x   0.99964910  =   0.99949126
 QU0292
 QU0292|---------------------------------------------------------------------|
 QU0292| PID    Reference Object                     Distance      Geod. Az  |
 QU0292|                                                           dddmmss.s |
 QU0292| CQ8307 ELDER RM 1                           11.088 METERS 15019     |
 QU0292| CQ8308 ELDER RM 2                            8.018 METERS 23920     |
 QU0292| CQ8306 ELDER AZ MK                                        3383658.2 |
 QU0292|---------------------------------------------------------------------|
 QU0292
 QU0292                          SUPERSEDED SURVEY CONTROL
 QU0292
 QU0292  NAD 83(1992)-  45 50 08.59192(N)    104 11 10.50728(W) AD(       ) 1
 QU0292  NAD 83(1986)-  45 50 08.57981(N)    104 11 10.49061(W) AD(       ) 1
 QU0292  NAD 27      -  45 50 08.57800(N)    104 11 08.71000(W) AD(       ) 1
 QU0292  NGVD 29 (07/19/86) 1022.8    (m)         3356.     (f) VERT ANG       
 QU0292
 QU0292.Superseded values are not recommended for survey control.
 QU0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0292.See file dsdata.txt to determine how the superseded data were derived.
 QU0292
 QU0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL6319776117(NAD 83)
 QU0292_MARKER: DS = TRIANGULATION STATION DISK
 QU0292_SETTING: 66 = SET IN ROCK OUTCROP
 QU0292
 QU0292  HISTORY     - Date     Condition        Report By
 QU0292  HISTORY     - 1949     MONUMENTED       CGS
 QU0292
 QU0292                          STATION DESCRIPTION
 QU0292
 QU0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0292'STATION IS LOCATED ON LAND OWNED BY VERN KNEPTER, ON A HIGH
 QU0292'ROCKY PEAK, ABOUT 7 MILES WEST OF THE MONTANA-SOUTH DAKOTA
 QU0292'STATE LINE, AND ABOUT 2 MILES SOUTHEAST OF MILL IRON POST OFFICE.
 QU0292'
 QU0292'TO REACH FROM THE EKALAKA POST OFFICE, GO EAST ON MAIN STREET FOR
 QU0292'0.2 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 7.  TURN LEFT
 QU0292'ON HIGHWAY NO. 7 AND GO 3.45 MILES TO A SIDE ROAD RIGHT.  TURN
 QU0292'RIGHT AND FOLLOW THE GRADED ROAD FOR 17.0 MILES TO A T-ROAD
 QU0292'AT MILL IRON POST OFFICE.  TURN RIGHT AND GO 0.5 MILE TO A SIDE
 QU0292'ROAD LEFT.  TURN LEFT AND GO 1.0 MILE TO AN OLD LANE ON RIGHT.
 QU0292'TURN RIGHT AND GO 0.4 MILE TO A GATE ON LEFT.  TURN THROUGH
 QU0292'GATE AND GO AROUND FIRST HILL THENCE EAST-SOUTHEAST ACROSS
 QU0292'HILLY PASTURE FOR 0.7 MILE TO HIGHEST PEAK AND STATION.
 QU0292'
 QU0292'TO REACH AZIMUTH MARK FROM STATION, GO NORTH-NORTHWEST ACROSS
 QU0292'PASTURE FOR 0.25 MILE TO A LARGE ROCK AND AZIMUTH MARK.
 QU0292'
 QU0292'STATION MARK IS A STANDARD DISK SET IN OUTCROPPING BEDROCK.
 QU0292'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED ELDER 1949
 QU0292'
 QU0292'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING
 QU0292'BEDROCK.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 QU0292'ELDER NO 1 1949.
 QU0292'
 QU0292'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN OUTCROPPING
 QU0292'BEDROCK.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QU0292'ELDER NO 2 1949.
 QU0292'
 QU0292'AZIMUTH MARK IS A STANDARD DISK SET IN OUTCROPPING BEDROCK.
 QU0292'IT IS 12 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 QU0292'12 INCHES, AND THE DISK IS STAMPED ELDER 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0696 ***********************************************************************
 TH0696  DESIGNATION -  ELDER
 TH0696  PID         -  TH0696
 TH0696  STATE/COUNTY-  MT/ROOSEVELT
 TH0696  USGS QUAD   -  LONG CREEK WEST (1983)
 TH0696
 TH0696                         *CURRENT SURVEY CONTROL
 TH0696  ___________________________________________________________________
 TH0696* NAD 83(1992)-  48 19 44.36458(N)    105 18 05.21761(W)     ADJUSTED  
 TH0696* NAVD 88     -       824.3    (meters)    2704.     (feet)  VERTCON   
 TH0696  ___________________________________________________________________
 TH0696  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 TH0696  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TH0696
 TH0696  HORZ ORDER  -  SECOND
 TH0696
 TH0696.The horizontal coordinates were established by classical geodetic methods
 TH0696.and adjusted by the National Geodetic Survey in July 1992..
 TH0696
 TH0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0696
 TH0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0696
 TH0696.The geoid height was determined by GEOID03.
 TH0696
 TH0696;                    North         East     Units Scale Factor Converg.
 TH0696;SPC MT       -   461,601.844   911,065.549   MT  0.99965785   +3 04 16.5
 TH0696;SPC MT       - 1,514,441.75  2,989,060.20   iFT  0.99965785   +3 04 16.5
 TH0696;UTM  13      - 5,352,911.072   477,656.589   MT  0.99960613   -0 13 30.6
 TH0696
 TH0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0696!SPC MT       -   0.99987354  x   0.99965785  =   0.99953143
 TH0696!UTM  13      -   0.99987354  x   0.99960613  =   0.99947972
 TH0696
 TH0696:                Primary Azimuth Mark                     Grid Az
 TH0696:SPC MT       -  ELDER AZ MK                              069 05 17.8
 TH0696:UTM  13      -  ELDER AZ MK                              072 23 04.9
 TH0696
 TH0696|---------------------------------------------------------------------|
 TH0696| PID    Reference Object                     Distance      Geod. Az  |
 TH0696|                                                           dddmmss.s |
 TH0696| CQ8304 ELDER AZ MK                                        0720934.3 |
 TH0696| TH0695 T30N R49E SEC 26 NE 1/4 MARK          8.727 METERS 11907     |
 TH0696| CQ8305 ELDER RM 1                            8.737 METERS 20427     |
 TH0696|---------------------------------------------------------------------|
 TH0696
 TH0696                          SUPERSEDED SURVEY CONTROL
 TH0696
 TH0696  NAD 83(1986)-  48 19 44.36410(N)    105 18 05.21249(W) AD(       ) 2
 TH0696  NAD 27      -  48 19 44.28853(N)    105 18 03.25938(W) AD(       ) 2
 TH0696  NGVD 29 (07/19/86)  823.7    (m)         2702.     (f) VERT ANG       
 TH0696
 TH0696.Superseded values are not recommended for survey control.
 TH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0696.See file dsdata.txt to determine how the superseded data were derived.
 TH0696
 TH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP7765752911(NAD 83)
 TH0696_MARKER: DS = TRIANGULATION STATION DISK
 TH0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0696
 TH0696  HISTORY     - Date     Condition        Report By
 TH0696  HISTORY     - 1948     MONUMENTED       CGS
 TH0696
 TH0696                          STATION DESCRIPTION
 TH0696
 TH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0696'STATION IS ON THE HIGHEST OF A GROUP OF GRASSY HILLS, ABOUT 16
 TH0696'MILES NORTHWEST OF POPLAR, IN THE NORTHEAST QUARTER OF SEC. 26,
 TH0696'T. 30 N., R. 49 E., AND ON LAND OWNED BY MISS PEARL YELLOWHAWK.
 TH0696'IT IS 9.5 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4
 TH0696'INCHES AND THE DISK IS STAMPED ELDER 1948.
 TH0696'
 TH0696'REFERENCE MARK NO. 1 IS 28.66 FEET SOUTH-SOUTHWEST OF THE STATION.
 TH0696'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ELDER NO 1 1948.
 TH0696'
 TH0696'THE AZIMUTH MARK IS 0.55 MILE NORTHEAST OF THE STATION, 20 FEET
 TH0696'NORTH OF TRACK ROAD AND 4 FEET WEST OF A WITNESS POST.  THE MARK
 TH0696'PROJECTS 6 INCHES AND THE DISK IS STAMPED ELDER 1948.
 TH0696'
 TH0696'G.L.O. (UNSTAMPED) IS EAST-SOUTHEAST OF THE STATION.  IT IS A
 TH0696'STANDARD GENERAL LAND OFFICE DISK FASTENED TO THE TOP OF A 3-INCH
 TH0696'IRON PIPE THAT PROJECTS 3 INCHES AND THE DISK IS UNSTAMPED.  A
 TH0696'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ELDER AND
 TH0696'THE DISTANCE WAS FOUND TO BE 8.728 METERS OR 28.64 FEET.
 TH0696'
 TH0696'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND THE MAIN STREET
 TH0696'INTO POPLAR, GO WEST ON U.S. HIGHWAY 2 FOR 0.1 MILE, TURN RIGHT
 TH0696'AND FOLLOW THE MAIN GRAVELED ROAD NORTHERLY 15.95 MILES TO A
 TH0696'CROSSROAD WITH A TAR PAPER SHACK IN THE NORTHWEST ANGLE, TURN LEFT
 TH0696'AND GO WEST 3.4 MILES TO A RANCH HOUSE, THIS IS AFTER CROSSING
 TH0696'LARGE COULEE AND PASSING AN OLD DESERTED RANCH HOUSE, GO THROUGH
 TH0696'GATE AT RIGHT OF HOUSE AND GO WEST ALONG THE NORTH SIDE OF THE
 TH0696'EAST-WEST FENCE FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 TH0696'CONTINUE 0.35 MILE, HERE TURN LEFT AND GO SOUTH CROSS COUNTRY
 TH0696'0.25 MILE TO TOP OF GRASSY HILL AND THE STATION.
 TH0696'
 TH0696'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0376 ***********************************************************************
 SP0376  DESIGNATION -  ELDER ET
 SP0376  PID         -  SP0376
 SP0376  STATE/COUNTY-  MT/DAWSON
 SP0376  USGS QUAD   -  SAVAGE SW (1966)
 SP0376
 SP0376                         *CURRENT SURVEY CONTROL
 SP0376  ___________________________________________________________________
 SP0376* NAD 83(1992)-  47 15 25.14870(N)    104 24 43.47306(W)     ADJUSTED  
 SP0376* NAVD 88     -       754.5    (meters)    2475.     (feet)  VERTCON   
 SP0376  ___________________________________________________________________
 SP0376  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 SP0376  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SP0376
 SP0376  HORZ ORDER  -  THIRD
 SP0376
 SP0376.The horizontal coordinates were established by classical geodetic methods
 SP0376.and adjusted by the National Geodetic Survey in July 1992..
 SP0376
 SP0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0376
 SP0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0376
 SP0376.The geoid height was determined by GEOID03.
 SP0376
 SP0376;                    North         East     Units Scale Factor Converg.
 SP0376;SPC MT       -   346,626.207   984,606.781   MT  0.99940171   +3 43 18.6
 SP0376;SPC MT       - 1,137,225.09  3,230,337.21   iFT  0.99940171   +3 43 18.6
 SP0376;UTM  13      - 5,233,890.258   544,482.445   MT  0.99962432   +0 25 54.4
 SP0376
 SP0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0376!SPC MT       -   0.99988431  x   0.99940171  =   0.99928609
 SP0376!UTM  13      -   0.99988431  x   0.99962432  =   0.99950867
 SP0376
 SP0376:                Primary Azimuth Mark                     Grid Az
 SP0376:SPC MT       -  MARYS ET                                 028 53 49.0
 SP0376:UTM  13      -  MARYS ET                                 032 11 13.2
 SP0376
 SP0376|---------------------------------------------------------------------|
 SP0376| PID    Reference Object                     Distance      Geod. Az  |
 SP0376|                                                           dddmmss.s |
 SP0376| SP0375 MARYS ET                            APPROX.13.9 KM 0323707.6 |
 SP0376|---------------------------------------------------------------------|
 SP0376
 SP0376                          SUPERSEDED SURVEY CONTROL
 SP0376
 SP0376  NAD 83(1986)-  47 15 25.14532(N)    104 24 43.46897(W) AD(       ) 3
 SP0376  NAD 27      -  47 15 25.09590(N)    104 24 41.66960(W) AD(       ) 3
 SP0376  NGVD 29 (07/19/86)  753.9    (m)         2473.     (f) VERT ANG       
 SP0376
 SP0376.Superseded values are not recommended for survey control.
 SP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0376.See file dsdata.txt to determine how the superseded data were derived.
 SP0376
 SP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN4448233890(NAD 83)
 SP0376_MARKER: DD = SURVEY DISK
 SP0376_SETTING: 0 = UNSPECIFIED SETTING
 SP0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0376
 SP0376  HISTORY     - Date     Condition        Report By
 SP0376  HISTORY     - 1966     MONUMENTED       USGS
 SP0376
 SP0376                          STATION DESCRIPTION
 SP0376
 SP0376'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SP0376'STATION IS 17.5 MI. NE. OF GLENDIVE, MONTANA, 5.8 MI. ESE. OF INTAKE,
 SP0376'AND IN SE. 1/4 OF SEC. 2, T 17 N, R 57 E.
 SP0376'
 SP0376'TO REACH FROM GLENDIVE, GO 3.3 MI. E. ON U.S. HIGHWAY 10 TO GRAVEL
 SP0376'RD. LEFT, GO LEFT (N.) 4.3 MI. ON GRAVEL RD. DOWN E. SIDE OF
 SP0376'YELLOWSTONE RIVER TO RD. FORK, GO LEFT (N.) 11.5 MI. TO BRIDGE OVER
 SP0376'BOX ELDER CREEK, CONTINUE 5.0 MI. E. ON GRAVEL RD. TO CROSSROADS,
 SP0376'GO LEFT (N.) THROUGH FARM YARD, GO 0.5 MI. NE. ACROSS COUNTRY TO
 SP0376'ROUND GRASSY TOP AND STATION ON HIGHEST POINT.
 SP0376'
 SP0376'STATION MARK--STANDARD ALUMINUM TABLET, SET IN CONCRETE POST
 SP0376'PROJECTING 0.3 FT., AND STAMPED ---ELDER-ET 1966---.
 SP0376'
 SP0376'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0595 ***********************************************************************
 RU0595  DESIGNATION -  ELDERING
 RU0595  PID         -  RU0595
 RU0595  STATE/COUNTY-  MT/TREASURE
 RU0595  USGS QUAD   -  SCRAPER COULEE (1984)
 RU0595
 RU0595                         *CURRENT SURVEY CONTROL
 RU0595  ___________________________________________________________________
 RU0595* NAD 83(1992)-  46 10 20.88973(N)    107 13 59.73436(W)     ADJUSTED  
 RU0595* NAVD 88     -      1086.6    (meters)    3565.     (feet)  VERTCON   
 RU0595  ___________________________________________________________________
 RU0595  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 RU0595  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 RU0595
 RU0595  HORZ ORDER  -  SECOND
 RU0595
 RU0595.The horizontal coordinates were established by classical geodetic methods
 RU0595.and adjusted by the National Geodetic Survey in July 1992..
 RU0595
 RU0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0595
 RU0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0595
 RU0595.The geoid height was determined by GEOID03.
 RU0595
 RU0595;                    North         East     Units Scale Factor Converg.
 RU0595;SPC MT       -   216,170.777   774,930.755   MT  0.99949920   +1 39 29.3
 RU0595;SPC MT       -   709,221.71  2,542,423.74   iFT  0.99949920   +1 39 29.3
 RU0595;UTM  13      - 5,115,634.640   327,613.347   MT  0.99996532   -1 36 41.5
 RU0595
 RU0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0595!SPC MT       -   0.99983201  x   0.99949920  =   0.99933129
 RU0595!UTM  13      -   0.99983201  x   0.99996532  =   0.99979733
 RU0595
 RU0595|---------------------------------------------------------------------|
 RU0595| PID    Reference Object                     Distance      Geod. Az  |
 RU0595|                                                           dddmmss.s |
 RU0595| CQ6470 ELDERING RM 2                        15.061 METERS 08940     |
 RU0595| RU0596 TINSLEY                             APPROX. 7.3 KM 2241656.6 |
 RU0595| CQ6469 ELDERING RM 1                        15.330 METERS 35857     |
 RU0595|---------------------------------------------------------------------|
 RU0595
 RU0595                          SUPERSEDED SURVEY CONTROL
 RU0595
 RU0595  NAD 83(1986)-  46 10 20.88289(N)    107 13 59.71019(W) AD(       ) 2
 RU0595  NAD 27      -  46 10 20.92701(N)    107 13 57.49338(W) AD(       ) 2
 RU0595  NGVD 29 (07/19/86) 1085.9    (m)         3563.     (f) VERT ANG       
 RU0595
 RU0595.Superseded values are not recommended for survey control.
 RU0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0595.See file dsdata.txt to determine how the superseded data were derived.
 RU0595
 RU0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM2761315635(NAD 83)
 RU0595_MARKER: DD = SURVEY DISK
 RU0595_SETTING: 0 = UNSPECIFIED SETTING
 RU0595
 RU0595  HISTORY     - Date     Condition        Report By
 RU0595  HISTORY     - 1971     MONUMENTED       USGS
 RU0595
 RU0595                          STATION DESCRIPTION
 RU0595
 RU0595'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (LLS)
 RU0595'THE STATION IS LOCATED SOUTH 1 DEGREE WEST, ABOUT 8 MILES
 RU0595'AIRLINE DISTANCE FROM HYSHAM, MONTANA, ON A LOW GRASSY HILL ON
 RU0595'LAND OWNED BY MR. H. ELDERING IN SECTION 21, TOWNSHIP 5 NORTH,
 RU0595'RANGE 36 EAST.
 RU0595'
 RU0595'TO REACH FROM THE HYSHAM, MONTANA EXIT ON WEST BOUND INTERSTATE
 RU0595'94, GO SOUTHWEST ON INTERSTATE 94 FOR 4.2 MILES TO A PRIVATE
 RU0595'DRIVE RIGHT.  GO WEST ON PRIVATE DRIVE FOR 0.2 MILES TO A
 RU0595'Y-ROAD.  GO LEFT ON A TRACK ROAD FOR 0.7 MILES SOUTH AND PASS
 RU0595'UNDER INTERSTATE 94 VIA CULVERT.  TURN LEFT AND GO 2.0 MILES EAST
 RU0595'TO A Y-ROAD.  GO RIGHT SOUTH FOR 0.7 MILES TO A WINDMILL.  LEAVE
 RU0595'ROAD AND DRIVE EAST ABOUT 0.1 MILES IN A GRASSY PARK TO STATION
 RU0595'SITE.  THE STATION IS 8 FEET EAST OF A USGS WITNESS SIGN
 RU0595'MOUNTED ON A METAL FENCE POST.
 RU0595'
 RU0595'THE STATION AND REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED TO
 RU0595'COPPER COATED STEEL RODS DRIVEN TO REFUSAL AT DEPTHS INDICATED,
 RU0595'CENTERED IN GRAVEL FILLED PLASTIC TILE 6 INCHES IN DIAMETER BY 12
 RU0595'INCHES IN LENGTH SET FLUSH WITH THE GROUND.
 RU0595'
 RU0595'STATION MARK--ROD DRIVEN 12.3 FEET, TABLET IS STAMPED ELDERING
 RU0595'ET 1971.
 RU0595'
 RU0595'REFERENCE MARK NO. 1--ROD DRIVEN 7.3 FEET, TABLET IS STAMPED
 RU0595'ELDERING ET 1971 RM 1.
 RU0595'
 RU0595'REFERENCE MARK NO. 2--ROD DRIVEN 6.4 FEET, TABLET IS STAMPED
 RU0595'ELDERING ET 1971 RM 2.
 RU0595'
 RU0595'STATION TINSLEY USC AND GS IS VISIBLE FROM THE GROUND AT THIS
 RU0595'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 RU0595'
 RU0595'ALL OBSERVATIONS WERE MADE FROM A STANDARD 5 FOOT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0706 ***********************************************************************
 QX0706  DESIGNATION -  ELECTRIC PEAK
 QX0706  PID         -  QX0706
 QX0706  STATE/COUNTY-  MT/YELLOWSTONE NAT PARK
 QX0706  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0706
 QX0706                         *CURRENT SURVEY CONTROL
 QX0706  ___________________________________________________________________
 QX0706* NAD 83(1992)-  45 00 19.23924(N)    110 50 15.24631(W)     ADJUSTED  
 QX0706* NAVD 88     -                                                        
 QX0706  ___________________________________________________________________
 QX0706  LAPLACE CORR-          -7.53  (seconds)                    DEFLEC99
 QX0706  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 QX0706
 QX0706  HORZ ORDER  -  THIRD
 QX0706
 QX0706.The horizontal coordinates were established by classical geodetic methods
 QX0706.and adjusted by the National Geodetic Survey in July 1992..
 QX0706
 QX0706
 QX0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0706
 QX0706.The geoid height was determined by GEOID03.
 QX0706
 QX0706;                    North         East     Units Scale Factor Converg.
 QX0706;SPC MT       -    84,858.679   494,552.231   MT  0.99999680   -0 58 42.4
 QX0706;SPC MT       -   278,407.74  1,622,546.69   iFT  0.99999680   -0 58 42.4
 QX0706;UTM  12      - 4,983,556.909   512,800.903   MT  0.99960201   +0 06 53.5
 QX0706
 QX0706                          SUPERSEDED SURVEY CONTROL
 QX0706
 QX0706  NAD 83(1986)-  45 00 19.22789(N)    110 50 15.22902(W) AD(       ) 4
 QX0706  NAD 27      -  45 00 19.30300(N)    110 50 12.14900(W) AD(       ) 3
 QX0706
 QX0706.Superseded values are not recommended for survey control.
 QX0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0706.See file dsdata.txt to determine how the superseded data were derived.
 QX0706
 QX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1280183557(NAD 83)
 QX0706_MARKER: 03 = MOUNTAIN PEAK
 QX0706
 QX0706  HISTORY     - Date     Condition        Report By
 QX0706  HISTORY     - 1950     FIRST OBSERVED   CGS
 QX0706
 QX0706                          STATION DESCRIPTION
 QX0706
 QX0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 QX0706'STATION IS THE TOP CENTER OF ELECTRIC PEAK WHICH IS THE
 QX0706'HIGHEST POINT IN ITS VICINITY.  IT IS ABOUT 8 MILES WEST-NORTHWEST
 QX0706'OF MAMMOTH IN YELLOWSTONE NATIONAL PARK.  THE TOP CENTER OF
 QX0706'THE HIGHEST PART OF THE MOUNTAIN WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0707 ***********************************************************************
 QX0707  DESIGNATION -  ELECTRIC RM 2
 QX0707  PID         -  QX0707
 QX0707  STATE/COUNTY-  MT/YELLOWSTONE NAT PARK
 QX0707  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0707
 QX0707                         *CURRENT SURVEY CONTROL
 QX0707  ___________________________________________________________________
 QX0707* NAD 83(1992)-  45 00 19.14289(N)    110 50 15.19780(W)     ADJUSTED  
 QX0707* NAVD 88     -      3351.8    (meters)   10997.     (feet)  VERTCON   
 QX0707  ___________________________________________________________________
 QX0707  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 QX0707  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 QX0707
 QX0707  HORZ ORDER  -  THIRD
 QX0707
 QX0707.The horizontal coordinates were established by classical geodetic methods
 QX0707.and adjusted by the National Geodetic Survey in July 1992..
 QX0707
 QX0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0707
 QX0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0707
 QX0707.The geoid height was determined by GEOID03.
 QX0707
 QX0707;                    North         East     Units Scale Factor Converg.
 QX0707;SPC MT       -    84,855.687   494,553.242   MT  0.99999681   -0 58 42.3
 QX0707;SPC MT       -   278,397.92  1,622,550.01   iFT  0.99999681   -0 58 42.3
 QX0707;UTM  12      - 4,983,553.938   512,801.971   MT  0.99960202   +0 06 53.6
 QX0707
 QX0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0707!SPC MT       -   0.99947609  x   0.99999681  =   0.99947290
 QX0707!UTM  12      -   0.99947609  x   0.99960202  =   0.99907832
 QX0707
 QX0707:                Primary Azimuth Mark                     Grid Az
 QX0707:SPC MT       -  GARDINER                                 066 50 16.9
 QX0707:UTM  12      -  GARDINER                                 065 44 41.0
 QX0707
 QX0707|---------------------------------------------------------------------|
 QX0707| PID    Reference Object                     Distance      Geod. Az  |
 QX0707|                                                           dddmmss.s |
 QX0707| QX0702 GARDINER                            APPROX.10.6 KM 0655134.6 |
 QX0707|---------------------------------------------------------------------|
 QX0707
 QX0707                          SUPERSEDED SURVEY CONTROL
 QX0707
 QX0707  NAD 83(1986)-  45 00 19.13185(N)    110 50 15.18624(W) AD(       ) 3
 QX0707  NAD 27      -  45 00 19.36950(N)    110 50 12.40783(W) AD(       ) 3
 QX0707  NGVD 29 (07/19/86) 3350.4    (m)        10992.     (f) VERT ANG       
 QX0707
 QX0707.Superseded values are not recommended for survey control.
 QX0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0707.See file dsdata.txt to determine how the superseded data were derived.
 QX0707
 QX0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1280283554(NAD 83)
 QX0707_MARKER: DR = REFERENCE MARK DISK
 QX0707_SETTING: 66 = SET IN ROCK OUTCROP
 QX0707
 QX0707  HISTORY     - Date     Condition        Report By
 QX0707  HISTORY     - 1951     MONUMENTED       USGS
 QX0707
 QX0707                          STATION DESCRIPTION
 QX0707
 QX0707'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0707'ORIGINAL STATION ELECTRIC (ROCK CAIRN) OCCUPIED BY A. K. ANDREWS
 QX0707'(USGS) 1936, HAS BEEN DESTROYED.  A. K. ANDREWS 1936 DESCRIPTION FOR
 QX0707'TRIANGULATION STATION ELECTRIC FOLLOWS
 QX0707'
 QX0707'TO REACH STATION, DRIVE TO POINT 1.0 MI. S. OF ABANDONED COAL MINE
 QX0707'TOWN OF ALDRIDGE (AT N. END OF WOODEN WATER PIPE-STILL IN USE),
 QX0707'THENCE S. ON U.S.F.S. TRAIL ALONG RIDGE TO ELECTRIC.
 QX0707'
 QX0707'STATION MARK--STANDARD REFERENCE MARK TABLET, STAMPED ---ELECTRIC
 QX0707'1936 NO. 2---, CEMENTED IN ROCK IN PLACE.
 QX0707'
 QX0707'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1042 ***********************************************************************
 RX1042  DESIGNATION -  ELEV MTN ET
 RX1042  PID         -  RX1042
 RX1042  STATE/COUNTY-  MT/POWELL
 RX1042  USGS QUAD   -  ELEVATION MOUNTAIN (1965)
 RX1042
 RX1042                         *CURRENT SURVEY CONTROL
 RX1042  ___________________________________________________________________
 RX1042* NAD 83(1992)-  46 51 04.96514(N)    113 15 35.73435(W)     ADJUSTED  
 RX1042* NAVD 88     -      2157.7    (meters)    7079.     (feet)  VERTCON   
 RX1042  ___________________________________________________________________
 RX1042  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 RX1042  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 RX1042
 RX1042  HORZ ORDER  -  THIRD
 RX1042
 RX1042.The horizontal coordinates were established by classical geodetic methods
 RX1042.and adjusted by the National Geodetic Survey in July 1992..
 RX1042
 RX1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1042
 RX1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1042
 RX1042.The geoid height was determined by GEOID03.
 RX1042
 RX1042;                    North         East     Units Scale Factor Converg.
 RX1042;SPC MT       -   295,942.543   313,526.150   MT  0.99939658   -2 45 01.4
 RX1042;SPC MT       -   970,940.10  1,028,629.10   iFT  0.99939658   -2 45 01.4
 RX1042;UTM  12      - 5,191,128.189   327,714.795   MT  0.99996483   -1 38 57.1
 RX1042
 RX1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1042!SPC MT       -   0.99966400  x   0.99939658  =   0.99906079
 RX1042!UTM  12      -   0.99966400  x   0.99996483  =   0.99962885
 RX1042
 RX1042                          SUPERSEDED SURVEY CONTROL
 RX1042
 RX1042  NAD 83(1986)-  46 51 04.97071(N)    113 15 35.72742(W) AD(       ) 3
 RX1042  NGVD 29 (06/10/92) 2156.5    (m)         7075.     (f) VERT ANG       
 RX1042
 RX1042.Superseded values are not recommended for survey control.
 RX1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1042.See file dsdata.txt to determine how the superseded data were derived.
 RX1042
 RX1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS2771591128(NAD 83)
 RX1042_MARKER: DS = TRIANGULATION STATION DISK
 RX1042_SETTING: 66 = SET IN ROCK OUTCROP
 RX1042_SP_SET: SET IN BEDROCK
 RX1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX1042+STABILITY: POSITION/ELEVATION WELL
 RX1042
 RX1042  HISTORY     - Date     Condition        Report By
 RX1042  HISTORY     - 1962     MONUMENTED       USGS
 RX1042
 RX1042                          STATION DESCRIPTION
 RX1042
 RX1042'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX1042'THIS TABLET SET DURING PREVIOUS MAPPING OPERATIONS, NO OTHER DATA
 RX1042'AVAILABLE ON THE HISTORY OF THIS MARK.
 RX1042'
 RX1042'RECOVERED BY USGS IN 1962 AND DESCRIBED AS FOLLOWS
 RX1042'
 RX1042'STATION LOCATED 14 (AIRLINE) MI. NW. OF DRUMMOND AND ABOUT 14 MI.
 RX1042'W. OF HELMVILLE, ON HIGHEST MOUNTAIN IN VICINITY.  THE TOP IS BARE
 RX1042'AND STATION LOCATED AT HIGHEST POINT.  VISIBILITY IS GOOD FOR MILES
 RX1042'IN ALL DIRECTIONS.
 RX1042'
 RX1042'TO REACH FROM DRUMMOND POST OFFICE, GO W. ON U.S. HIGHWAY 10 11.3 MI.
 RX1042'TO CROSSROADS NEAR SMALL TOWN OF BEARMOUTH, TURN RIGHT AND GO N. ON
 RX1042'DIRT RD. FOLLOWING BEAR CREEK 6.8 MI. TO OLD BEARTOWN RUINS, TAKE
 RX1042'RIGHT FORK AND GO E. 4.0 MI. ALONG DEEP CREEK TO ROAD FORK, TURN LEFT
 RX1042'AND GO N. 2.5 MI. PAST OLD MINE BUILDINGS TO Y-RD. ON GRASSY HILL
 RX1042'(ROAD IS VERY DIM AT THIS JUNCTION) TAKE LEFT FORK AND GO NW. AND N.
 RX1042'ON MAIN TRAVELED RD. 2.1 MI. TO MOUNTAIN AND STATION.  A PICKUP WITH
 RX1042'GOOD TRACTION CAN DRIVE TO STATION.
 RX1042'
 RX1042'STATION MARK--STANDARD BRONZE VABM TABLET SET AT 45 DEGREES IN SOLID
 RX1042'ROCK, STAMPED---ELEV MTN ET 1962 7093---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0568 ***********************************************************************
 TJ0568  DESIGNATION -  ELIASON
 TJ0568  PID         -  TJ0568
 TJ0568  STATE/COUNTY-  MT/VALLEY
 TJ0568  USGS QUAD   -  GLENTANA WEST (1973)
 TJ0568
 TJ0568                         *CURRENT SURVEY CONTROL
 TJ0568  ___________________________________________________________________
 TJ0568* NAD 83(1992)-  48 49 26.71055(N)    106 19 14.75016(W)     ADJUSTED  
 TJ0568* NAVD 88     -       971.09   (+/-2cm)    3186.0    (feet)  VERTCON   
 TJ0568  ___________________________________________________________________
 TJ0568  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 TJ0568  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TJ0568
 TJ0568  HORZ ORDER  -  FIRST
 TJ0568  VERT ORDER  -  THIRD ? (See Below)
 TJ0568
 TJ0568.The horizontal coordinates were established by classical geodetic methods
 TJ0568.and adjusted by the National Geodetic Survey in July 1992..
 TJ0568
 TJ0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0568.The vertical order pertains to the NGVD 29 superseded value.
 TJ0568
 TJ0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0568
 TJ0568.The geoid height was determined by GEOID03.
 TJ0568
 TJ0568;                    North         East     Units Scale Factor Converg.
 TJ0568;SPC MT       -   513,042.237   833,360.332   MT  0.99989661   +2 19 32.2
 TJ0568;SPC MT       - 1,683,209.44  2,734,121.82   iFT  0.99989661   +2 19 32.2
 TJ0568;UTM  13      - 5,408,741.672   403,057.370   MT  0.99971545   -0 59 39.1
 TJ0568
 TJ0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0568!SPC MT       -   0.99985052  x   0.99989661  =   0.99974714
 TJ0568!UTM  13      -   0.99985052  x   0.99971545  =   0.99956601
 TJ0568
 TJ0568|---------------------------------------------------------------------|
 TJ0568| PID    Reference Object                     Distance      Geod. Az  |
 TJ0568|                                                           dddmmss.s |
 TJ0568| CQ6472 ELIASON RM 1                         37.170 METERS 00057     |
 TJ0568| CQ6473 ELIASON RM 2                         39.837 METERS 09733     |
 TJ0568| CQ6471 ELIASON AZ MK                                      3591629.1 |
 TJ0568|---------------------------------------------------------------------|
 TJ0568
 TJ0568                          SUPERSEDED SURVEY CONTROL
 TJ0568
 TJ0568  NAD 83(1986)-  48 49 26.71005(N)    106 19 14.74923(W) AD(       ) 1
 TJ0568  NAD 27      -  48 49 26.61800(N)    106 19 12.65300(W) AD(       ) 1
 TJ0568  NGVD 29 (07/19/86)  970.40   (m)         3183.7    (f) LEVELING    3  
 TJ0568
 TJ0568.Superseded values are not recommended for survey control.
 TJ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0568.See file dsdata.txt to determine how the superseded data were derived.
 TJ0568
 TJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0305708742(NAD 83)
 TJ0568_MARKER: DS = TRIANGULATION STATION DISK
 TJ0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0568
 TJ0568  HISTORY     - Date     Condition        Report By
 TJ0568  HISTORY     - 1934     MONUMENTED       CGS
 TJ0568  HISTORY     - 1973     MARK NOT FOUND   USGS
 TJ0568
 TJ0568                          STATION DESCRIPTION
 TJ0568
 TJ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0568'THE STATION IS 5 MILES, AIRLINE, SOUTHWEST OF GLENTANA IN
 TJ0568'THE SOUTH SIDE OF THE SOUTH HALF-SECTION OF SEC. 35, T. 35 N.,
 TJ0568'R. 41 E.  IT IS 50 FEET NORTH OF THE TOWNSHIP ROAD AND 10
 TJ0568'FEET NORTH OF TWO CORNER POSTS IN THE NORTHEAST CORNER OF A
 TJ0568'T-INTERSECTION.
 TJ0568'
 TJ0568'THE STATION MAY BE REACHED FROM THE RAILROAD CROSSING AT
 TJ0568'GLENTANA BY GOING SOUTH ON THE MAIN ROAD 0.6 MILE.  TURN RIGHT
 TJ0568'OR WEST ON SECTION-LINE ROAD AND GO 1.4 MILES.  TURN LEFT,
 TJ0568'OR SOUTH, ON GRADED ROAD AND GO 2.0 MILES TO A CROSSROADS
 TJ0568'AND FENCE CORNER ON THE LEFT.  TURN RIGHT, OR WEST, AND GO
 TJ0568'0.9 MILE TO A CROSSROADS AND LARGE BARN AND GROVE OF TREES
 TJ0568'ABOUT 1/2 MILE SOUTH.  TURN RIGHT, OR NORTH, AND GO 0.9 MILE.
 TJ0568'TURN LEFT, OR WEST, AND GO 0.8 MILE TO A ROAD T-CROSSING
 TJ0568'AND A WHITE HOUSE AND RED BARNS ABOUT 1/4 MILE WEST AND
 TJ0568'STATION.
 TJ0568'
 TJ0568'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TJ0568'BRONZE DISKS SET IN CONCRETE.
 TJ0568'
 TJ0568'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.
 TJ0568'
 TJ0568'REFERENCE MARK NO. 2 IS EAST OF THE STATION.
 TJ0568'
 TJ0568'THE AZIMUTH MARK IS NORTH OF THE STATION ON NORTH-AND-SOUTH
 TJ0568'FENCE LINE AND 6 PACES WEST OF SECTION ROAD.
 TJ0568'
 TJ0568'A 25-FOOT STAND WILL CLEAR ALL LINES.
 TJ0568
 TJ0568                          STATION RECOVERY (1973)
 TJ0568
 TJ0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDH)
 TJ0568'THE DESCRIBED LOCATION FALLS WITHIN A GRAIN FIELD.  THE STATION
 TJ0568'WAS PROBABLY DESTROYED AND REMOVED BY FARMING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1499 ***********************************************************************
 SS1499  DESIGNATION -  ELIM
 SS1499  PID         -  SS1499
 SS1499  STATE/COUNTY-  MT/CHOUTEAU
 SS1499  USGS QUAD   -  ROCKY LAKE (1953)
 SS1499
 SS1499                         *CURRENT SURVEY CONTROL
 SS1499  ___________________________________________________________________
 SS1499* NAD 83(1992)-  47 47 21.82909(N)    110 23 04.36739(W)     ADJUSTED  
 SS1499* NAVD 88     -      1028.0    (meters)    3373.     (feet)  VERTCON   
 SS1499  ___________________________________________________________________
 SS1499  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 SS1499  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 SS1499
 SS1499  HORZ ORDER  -  FIRST
 SS1499
 SS1499.The horizontal coordinates were established by classical geodetic methods
 SS1499.and adjusted by the National Geodetic Survey in July 1992..
 SS1499
 SS1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1499
 SS1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1499
 SS1499.The geoid height was determined by GEOID03.
 SS1499
 SS1499;                    North         East     Units Scale Factor Converg.
 SS1499;SPC MT       -   393,664.796   533,757.759   MT  0.99948465   -0 38 49.4
 SS1499;SPC MT       - 1,291,551.17  1,751,173.75   iFT  0.99948465   -0 38 49.4
 SS1499;UTM  12      - 5,293,076.383   546,096.520   MT  0.99962611   +0 27 21.1
 SS1499
 SS1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1499!SPC MT       -   0.99984121  x   0.99948465  =   0.99932594
 SS1499!UTM  12      -   0.99984121  x   0.99962611  =   0.99946738
 SS1499
 SS1499|---------------------------------------------------------------------|
 SS1499| PID    Reference Object                     Distance      Geod. Az  |
 SS1499|                                                           dddmmss.s |
 SS1499| CQ6475 ELIM RM 1                            18.846 METERS 09317     |
 SS1499| SS1527 HIGHWOOD BALDY                      APPROX.42.8 KM 2054249.2 |
 SS1499| CQ6476 ELIM RM 2                            17.007 METERS 35847     |
 SS1499| CQ6474 ELIM AZ MK                                         3594948.3 |
 SS1499|---------------------------------------------------------------------|
 SS1499
 SS1499                          SUPERSEDED SURVEY CONTROL
 SS1499
 SS1499  NAD 83(1986)-  47 47 21.82560(N)    110 23 04.34707(W) AD(       ) 1
 SS1499  NAD 27      -  47 47 21.92100(N)    110 23 01.60400(W) AD(       ) 1
 SS1499  NGVD 29 (07/19/86) 1027.1    (m)         3370.     (f) VERT ANG       
 SS1499
 SS1499.Superseded values are not recommended for survey control.
 SS1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1499.See file dsdata.txt to determine how the superseded data were derived.
 SS1499
 SS1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT4609793076(NAD 83)
 SS1499_MARKER: DS = TRIANGULATION STATION DISK
 SS1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1499
 SS1499  HISTORY     - Date     Condition        Report By
 SS1499  HISTORY     - 1949     MONUMENTED       CGS
 SS1499  HISTORY     - 1961     GOOD             CGS
 SS1499  HISTORY     - 1968     GOOD             CGS
 SS1499
 SS1499                          STATION DESCRIPTION
 SS1499
 SS1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1499'THE STATION IS LOCATED ABOUT 13 MILES EASTERLY OF FORT BENTON,
 SS1499'ON PROPERTY OWNED BY MR. RAY MC KEEVER, 33 FEET WEST OF THE
 SS1499'APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, 6 FEET SOUTHWEST
 SS1499'OF A WITNESS POST, AND 2 FEET WEST OF A WIRE FENCE.
 SS1499'
 SS1499'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE ACROSS THE
 SS1499'MISSOURI RIVER AT FORT BENTON, GO EASTERLY ON THE GERALDINE ROAD
 SS1499'FOR 7.8 MILES TO A FORK.  THEN LEFT ROAD, EASTERLY, FOR 6.7
 SS1499'MILES TO A CROSSROAD.  THEN LEFT, NORTH, FOR 0.2 MILE TO THE
 SS1499'STATION ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 SS1499'FROM THE STATION, GO NORTH FOR 0.35 MILE TO THE MARK ON THE
 SS1499'LEFT AS DESCRIBED.
 SS1499'
 SS1499'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 SS1499'ELIM 1949.
 SS1499'
 SS1499'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE APPROXIMATE
 SS1499'CENTERLINE OF THE GRADED DIRT ROAD, AND 6 INCHES WEST OF A
 SS1499'WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SS1499'ELIM NO 1 1949.
 SS1499'
 SS1499'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE APPROXIMATE CENTERLINE
 SS1499'OF THE GRADED DIRT ROAD, AND 3 FEET WEST OF THE WIRE FENCE.  IT
 SS1499'PROJECTS 6 INCHES, AND THE DISK IS STAMPED ELIM NO 2 1949.
 SS1499'
 SS1499'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE FROM THE STATION,
 SS1499'32 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE GRADED DIRT
 SS1499'ROAD, 5 FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD, AND
 SS1499'2.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS 6 INCHES, AND
 SS1499'THE DISK IS STAMPED ELIM 1949.
 SS1499'
 SS1499'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1499'CONCRETE POSTS.
 SS1499'
 SS1499'A 15 FOOT WOODEN STAND AT ELIM WILL SEE A FOUR FOOT WOODEN STAND
 SS1499'AT ROWE, AND RIDGE (MO.RC).  A 10 FOOT WOODEN STAND AT FRENCHIE.
 SS1499'A 15 FOOT WOODEN STAND AT CROW COULEE.  A 20 FOOT WOODEN STAND
 SS1499'AT TETON (MO.RC), SKIT, AND OIL.
 SS1499
 SS1499                          STATION RECOVERY (1961)
 SS1499
 SS1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1499'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 SS1499'TO BE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL
 SS1499'MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 SS1499'
 SS1499'A NEW TO REACH FOLLOWS--
 SS1499'
 SS1499'TO REACH THE STATION FROM THE CROSSROADS EAST OF THE EQUITY CO-OP
 SS1499'ASSN. ELEVATOR IN GERALDINE, GO NORTHWEST ON GRAVELED ROAD
 SS1499'FOR 9.75 MILES TO A RANCH HOUSE AND BUILDINGS ON THE LEFT,
 SS1499'CONTINUE NORTHERLY ON GRAVELED ROAD FOR 0.5 MILE TO A FORK,
 SS1499'TAKE RIGHT FORK AND GO NORTH ON GRAVELED ROAD FOR 3.95 MILES
 SS1499'TO A CROSSROADS, CONTINUE NORTH FOR 0.2 MILE TO THE STATION ON
 SS1499'THE LEFT, CONTINUE NORTH FOR 0.35 MILE TO THE AZIMUTH MARK ON
 SS1499'THE LEFT.
 SS1499
 SS1499                          STATION RECOVERY (1968)
 SS1499
 SS1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1499'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 SS1499'RECOVERED AND WERE FOUND IN GOOD CONDITION.  A CHECK WAS MADE OF THE
 SS1499'DISTANCE AND DIRECTION TO THE MARKS, A DIFFERENCE WAS FOUND IN
 SS1499'DISTANCE TO REFERENCE MARK NO. 1 AS THAT OF 1949, DIRECTION TO ALL
 SS1499'MARKS ARE ADEQUATE.  THE LOCATION AND ROUTE TO STATION ARE
 SS1499'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0580 ***********************************************************************
 QY0580  DESIGNATION -  ELK
 QY0580  PID         -  QY0580
 QY0580  STATE/COUNTY-  MT/BEAVERHEAD
 QY0580  USGS QUAD   -  POLARIS (1988)
 QY0580
 QY0580                         *CURRENT SURVEY CONTROL
 QY0580  ___________________________________________________________________
 QY0580* NAD 83(1992)-  45 15 17.02266(N)    113 00 08.69192(W)     ADJUSTED  
 QY0580* NAVD 88     -      2085.5    (meters)    6842.     (feet)  VERTCON   
 QY0580  ___________________________________________________________________
 QY0580  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 QY0580  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 QY0580
 QY0580  HORZ ORDER  -  THIRD
 QY0580
 QY0580.The horizontal coordinates were established by classical geodetic methods
 QY0580.and adjusted by the National Geodetic Survey in July 1992..
 QY0580
 QY0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0580
 QY0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0580
 QY0580.The geoid height was determined by GEOID03.
 QY0580
 QY0580;                    North         East     Units Scale Factor Converg.
 QY0580;SPC MT       -   117,816.290   325,203.077   MT  0.99985665   -2 33 43.3
 QY0580;SPC MT       -   386,536.38  1,066,939.23   iFT  0.99985665   -2 33 43.3
 QY0580;UTM  12      - 5,013,198.563   342,880.211   MT  0.99990354   -1 25 21.0
 QY0580
 QY0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0580!SPC MT       -   0.99967496  x   0.99985665  =   0.99953166
 QY0580!UTM  12      -   0.99967496  x   0.99990354  =   0.99957853
 QY0580
 QY0580:                Primary Azimuth Mark                     Grid Az
 QY0580:SPC MT       -  TAYLOR CR                                042 58 11.6
 QY0580:UTM  12      -  TAYLOR CR                                041 49 49.3
 QY0580
 QY0580|---------------------------------------------------------------------|
 QY0580| PID    Reference Object                     Distance      Geod. Az  |
 QY0580|                                                           dddmmss.s |
 QY0580| QY0547 TAYLOR CR                           APPROX. 3.8 KM 0402428.3 |
 QY0580|---------------------------------------------------------------------|
 QY0580
 QY0580                          SUPERSEDED SURVEY CONTROL
 QY0580
 QY0580  NAD 83(1986)-  45 15 17.02278(N)    113 00 08.68982(W) AD(       ) 3
 QY0580  NAD 27      -  45 15 17.30038(N)    113 00 05.55285(W) AD(       ) 3
 QY0580  NGVD 29 (07/19/86) 2084.2    (m)         6838.     (f) VERT ANG       
 QY0580
 QY0580.Superseded values are not recommended for survey control.
 QY0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0580.See file dsdata.txt to determine how the superseded data were derived.
 QY0580
 QY0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4288013199(NAD 83)
 QY0580
 QY0580  HISTORY     - Date     Condition        Report By
 QY0580  HISTORY     - 1950     MONUMENTED       USGS
 QY0580  HISTORY     - 1950     GOOD             USGS
 QY0580
 QY0580                          STATION DESCRIPTION
 QY0580
 QY0580'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0580'STATION IS LOCATED IN SEC. 6, R 11 W, T 7 S, ON HIGH BARE RIDGE 1/4
 QY0580'MI. SW. OF INTERMITTANTLY DRY WATER HOLE.
 QY0580'
 QY0580'TO REACH STATION FROM DILLON POST OFFICE, GO S. 0.1 MI., TURN RIGHT
 QY0580'AND GO W. ACROSS RAILROAD TRACKS AND FOLLOW MAIN TRAVELED RD. 16.8
 QY0580'MI. TO BANNACK ROAD TURNOFF.  TAKE TRACK RD. TO RIGHT (N.) AND
 QY0580'CONTINUE 1.0 MI. TO FORK.  TAKE FORK TO LEFT AND CONTINUE 0.5 MI.
 QY0580'THRU GATE AND CONTINUE 0.5 MI. PAST ABANDONED BUILDINGS AND THRU GATE.
 QY0580'TAKE LEFT FORK AT GATE AND CONTINUE 0.6 MI. THRU GATE AND 0.6 MI. MORE
 QY0580'THRU TAYLOR CREEK, FORD AND 0.2 MI. PAST ABANDONED RANCH AND TO FORK.
 QY0580'TAKE LEFT FORK AND CONTINUE 0.1 MI. THRU FENCE AND 0.3 MI. TO WHERE
 QY0580'RD. GOES ALONG SIDE INTERMITTANTLY DRY WATER HOLE.  LEAVE RD. TO RIGHT
 QY0580'AT THAT POINT AND CONTINUE 0.3 MI. SOUTHEASTERLY TO N. END OF RIDGE
 QY0580'AND STATION ON HIGHEST POINT.  (LAST 0.3 MI. BY JEEP ONLY.)
 QY0580'
 QY0580'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QY0580'
 QY0580'STATION MARK--STANDARD USGS TABLET SET IN SOLID ROCK STAMPED ---W-ELK
 QY0580'1950---.
 QY0580'
 QY0580'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0910 ***********************************************************************
 TM0910  DESIGNATION -  ELK
 TM0910  PID         -  TM0910
 TM0910  STATE/COUNTY-  MT/FLATHEAD
 TM0910  USGS QUAD   -  SUMMIT (1995)
 TM0910
 TM0910                         *CURRENT SURVEY CONTROL
 TM0910  ___________________________________________________________________
 TM0910* NAD 83(1992)-  48 17 03.63497(N)    113 17 52.23903(W)     ADJUSTED  
 TM0910* NAVD 88     -      2320.     (meters)    7612.     (feet)  SCALED    
 TM0910  ___________________________________________________________________
 TM0910  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 TM0910  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 TM0910
 TM0910  HORZ ORDER  -  SECOND
 TM0910
 TM0910.The horizontal coordinates were established by classical geodetic methods
 TM0910.and adjusted by the National Geodetic Survey in July 1992..
 TM0910
 TM0910.The orthometric height was scaled from a topographic map.
 TM0910
 TM0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0910
 TM0910.The geoid height was determined by GEOID03.
 TM0910
 TM0910;                    North         East     Units Scale Factor Converg.
 TM0910;SPC MT       -   455,129.325   318,357.270   MT  0.99964009   -2 46 41.3
 TM0910;SPC MT       - 1,493,206.45  1,044,479.23   iFT  0.99964009   -2 46 41.3
 TM0910;UTM  12      - 5,350,456.697   329,540.365   MT  0.99995702   -1 42 56.3
 TM0910
 TM0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0910!SPC MT       -   0.99963858  x   0.99964009  =   0.99927880
 TM0910!UTM  12      -   0.99963858  x   0.99995702  =   0.99959562
 TM0910
 TM0910                          SUPERSEDED SURVEY CONTROL
 TM0910
 TM0910  NAD 83(1986)-  48 17 03.64426(N)    113 17 52.22803(W) AD(       ) 2
 TM0910  NAD 27      -  48 17 03.77295(N)    113 17 48.89359(W) AD(       ) 2
 TM0910
 TM0910.Superseded values are not recommended for survey control.
 TM0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0910.See file dsdata.txt to determine how the superseded data were derived.
 TM0910
 TM0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU2954050457(NAD 83)
 TM0910_MARKER: Z = SEE DESCRIPTION
 TM0910_SETTING: 0 = UNSPECIFIED SETTING
 TM0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0910
 TM0910  HISTORY     - Date     Condition        Report By
 TM0910  HISTORY     - 1963     MONUMENTED       CGS
 TM0910
 TM0910                          STATION DESCRIPTION
 TM0910
 TM0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0910'THE STATION IS ABOUT 11-1/2 MILES SOUTH-SOUTHWEST OF EAST
 TM0910'GLACIER, 3-1/2 MILES SOUTHWEST OF U.S. HIGHWAY 2, ON THE HIGHEST
 TM0910'POINT OF ELK CALF MOUNTAIN.
 TM0910'
 TM0910'THE MARK IS A UNITED STATES GEOLOGICAL SURVEY BRONZE DISK,
 TM0910'NOT STAMPED, CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK
 TM0910'OUTCROP THAT PROJECTS ABOUT 2 FEET.
 TM0910'
 TM0910'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CALF,
 TM0910'THE DISTANCE BEING 5.62 FEET AND 1.712 METERS SOUTHEAST OF
 TM0910'STATION CALF AND ABOUT 1 FOOT LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0655 ***********************************************************************
 QX0655  DESIGNATION -  ELK
 QX0655  PID         -  QX0655
 QX0655  STATE/COUNTY-  MT/SWEET GRASS
 QX0655  USGS QUAD   -  SQUAW PEAK (1951)
 QX0655
 QX0655                         *CURRENT SURVEY CONTROL
 QX0655  ___________________________________________________________________
 QX0655* NAD 83(1992)-  45 32 56.74775(N)    110 01 03.74309(W)     ADJUSTED  
 QX0655* NAVD 88     -      2551.6    (meters)    8371.     (feet)  VERTCON   
 QX0655  ___________________________________________________________________
 QX0655  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 QX0655  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 QX0655
 QX0655  HORZ ORDER  -  FIRST
 QX0655
 QX0655.The horizontal coordinates were established by classical geodetic methods
 QX0655.and adjusted by the National Geodetic Survey in July 1992..
 QX0655
 QX0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0655
 QX0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0655
 QX0655.The geoid height was determined by GEOID03.
 QX0655
 QX0655;                    North         East     Units Scale Factor Converg.
 QX0655;SPC MT       -   144,513.822   559,584.075   MT  0.99971480   -0 22 43.3
 QX0655;SPC MT       -   474,126.71  1,835,905.76   iFT  0.99971480   -0 22 43.3
 QX0655;UTM  12      - 5,044,420.241   576,676.662   MT  0.99967228   +0 42 04.5
 QX0655
 QX0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0655!SPC MT       -   0.99960160  x   0.99971480  =   0.99931652
 QX0655!UTM  12      -   0.99960160  x   0.99967228  =   0.99927401
 QX0655
 QX0655|---------------------------------------------------------------------|
 QX0655| PID    Reference Object                     Distance      Geod. Az  |
 QX0655|                                                           dddmmss.s |
 QX0655| CQ6479 ELK RM 2                              8.885 METERS 07800     |
 QX0655| CQ6477 ELK AZ MK                                          1893703.8 |
 QX0655| CQ6478 ELK RM 1                             15.171 METERS 23407     |
 QX0655|---------------------------------------------------------------------|
 QX0655
 QX0655                          SUPERSEDED SURVEY CONTROL
 QX0655
 QX0655  NAD 83(1986)-  45 32 56.74253(N)    110 01 03.73101(W) AD(       ) 1
 QX0655  NAD 27      -  45 32 56.95900(N)    110 01 01.07100(W) AD(       ) 1
 QX0655  NGVD 29 (07/19/86) 2550.4    (m)         8367.     (f) VERT ANG       
 QX0655
 QX0655.Superseded values are not recommended for survey control.
 QX0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0655.See file dsdata.txt to determine how the superseded data were derived.
 QX0655
 QX0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR7667744420(NAD 83)
 QX0655_MARKER: I = METAL ROD
 QX0655_SETTING: 0 = UNSPECIFIED SETTING
 QX0655
 QX0655  HISTORY     - Date     Condition        Report By
 QX0655  HISTORY     - 1925     MONUMENTED       CGS
 QX0655  HISTORY     - 1948     SEE DESCRIPTION  USGS
 QX0655  HISTORY     - 1950     GOOD             CGS
 QX0655
 QX0655                          STATION DESCRIPTION
 QX0655
 QX0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 QX0655'ABOUT 22 MILES AIR LINE SOUTH OF BIG TIMBER, ABOUT 7 MILES
 QX0655'EAST OF BOULDER RIVER, ON HIGH SPUR RIDGE AT HEAD OF DRAINAGE
 QX0655'OF ELK CREEK, AND ABOUT 3/4 MILE SOUTHWEST OF LODGE POLE
 QX0655'TRAIL AT POINT WHERE THE TRAIL CROSSES TOP OF RIDGE.  RIDGE
 QX0655'EXTENDS TO NORTHEAST AND SOUTHWEST, ONE BRANCH OF ELK CREEK
 QX0655'HEADS TO SOUTH OF STATION AND ONE TO NORTH, TRAIL GOING UP
 QX0655'LATTER.  WESTERN SIDE OF RIDGE CONSISTS OF BARE ROCKS AND
 QX0655'IS VERY STEEP, EASTERN SIDE IS PARTLY COVERED WITH TIMBER
 QX0655'AND GRASS AND IS EASILY TRAVELED.  STATION IS ON HIGHEST
 QX0655'KNOB, ABOUT 25 FEET NORTH OF HIGHEST POINT, WHICH IS A MASS
 QX0655'OF ROUGH PROJECTING ROCK.  TO REACH STATION GO TO BIG
 QX0655'TIMBER, AND TAKE ROAD UP BOULDER RIVER.  ABOUT 3 MILES ABOVE
 QX0655'MC LEOD HOT SPRINGS, TAKE ROAD TO LEFT WHICH LEADS UP EAST
 QX0655'BOULDER RIVER, GO UP EAST BOULDER TO ELK CREEK, THEN UP
 QX0655'ELK CREEK TO END OF ROAD, FROM WHICH POINT STATION CAN
 QX0655'BE SEEN, BEARING 75 DEG MAGNETIC, ABOUT 3-3/4 MILES DISTANT.
 QX0655'FROM END OF ROAD TAKE LODGE POLE TRAIL UP LEFT BRANCH OF
 QX0655'ELK CREEK TO SUMMIT.  WHICH POINT IS ABOUT 3/4 MILE
 QX0655'NORTHWARD OF STATION AT NORTH END OF RIDGE.  GO AROUND
 QX0655'NORTH END OF RIDGE, THEN TO STATION UP EASTERN SLOPE.
 QX0655'SURFACE MARK IS IRON PIPE.  UNDERGROUND MARK IS STANDARD
 QX0655'STATION DISK WEDGED IN DRILL HOLE.  REFERENCE MARK
 QX0655'IS A STANDARD REFERENCE DISK IN DRILL HOLE, 15.17 METERS
 QX0655'(49.8 FEET) FROM STATION S 54 DEG 08 MIN W.
 QX0655
 QX0655                          STATION RECOVERY (1948)
 QX0655
 QX0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (JTD)
 QX0655'RECOVERED.
 QX0655'
 QX0655'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---ELK 1925---,
 QX0655'BOLTED TO THE TOP OF A 4 IN. STEEL PIPE, WHICH PROJECTS 8 IN.
 QX0655
 QX0655                          STATION RECOVERY (1950)
 QX0655
 QX0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 QX0655'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 QX0655'FOUND IN GOOD CONDITION.  A U.S. GEOLOGICAL SURVEY REFERENCE
 QX0655'MARK HAS BEEN SET SINCE THE STATION WAS ESTABLISHED.  AN
 QX0655'AZIMUTH MARK WAS SET BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS--
 QX0655'
 QX0655'THE STATION IS LOCATED ABOUT 22 MILES SOUTH OF BIG TIMBER,
 QX0655'7 MILES EAST OF BOULDER RIVER, AND ON A HIGH RIDGE AT THE
 QX0655'HEAD OF ELK CREEK.  THE MARK IS BOLTED TO THE TOP OF A 4-INCH
 QX0655'STEEL PIPE.  THE
 QX0655'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED ELK 1925.
 QX0655'
 QX0655'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QX0655'ELK 1925.
 QX0655'
 QX0655'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 QX0655'DISK.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QX0655'ELK R.M. 2.  THE MARK IS SET IN A DRILL HOLE IN A BOULDER.
 QX0655'
 QX0655'THE AZIMUTH MARK IS A BRONZE DISK SET FLUSH WITH THE GROUND
 QX0655'AND STAMPED ELK 1950.
 QX0655'
 QX0655'TO REACH THE STATION FROM THE POST OFFICE IN MC LEOD, GO
 QX0655'SOUTH FOR 0.5 MILE TO A ROAD FORK--TAKE THE LEFT FORK AND
 QX0655'GO 2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO 3.2 MILES
 QX0655'TO A FORK.  TAKE THE LEFT FORK AND GO 2.2 MILES TO A STONE
 QX0655'HOUSE AND LOG BUILDINGS ON THE RIGHT.  CONTINUE ON ROAD FOR
 QX0655'0.1 MILE TO A RANCH HOUSE ON THE LEFT.  CONTINUE ON TRACK
 QX0655'ROAD 2.0 MILES UP ELK CREEK TO THE END OF TRUCK TRAVEL.
 QX0655'FROM HERE IT IS A 3-HOUR HORSE PACK TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0526 ***********************************************************************
 RW0526  DESIGNATION -  ELK
 RW0526  PID         -  RW0526
 RW0526  STATE/COUNTY-  MT/MEAGHER
 RW0526  USGS QUAD   -  MOOSE MOUNTAIN (1995)
 RW0526
 RW0526                         *CURRENT SURVEY CONTROL
 RW0526  ___________________________________________________________________
 RW0526* NAD 83(1992)-  46 50 14.64276(N)    110 48 40.66714(W)     ADJUSTED  
 RW0526* NAVD 88     -      2462.5    (meters)    8079.     (feet)  VERTCON   
 RW0526  ___________________________________________________________________
 RW0526  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 RW0526  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 RW0526
 RW0526  HORZ ORDER  -  THIRD
 RW0526
 RW0526.The horizontal coordinates were established by classical geodetic methods
 RW0526.and adjusted by the National Geodetic Survey in July 1992..
 RW0526
 RW0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0526
 RW0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0526
 RW0526.The geoid height was determined by GEOID03.
 RW0526
 RW0526;                    North         East     Units Scale Factor Converg.
 RW0526;SPC MT       -   288,349.161   500,030.845   MT  0.99939729   -0 57 33.2
 RW0526;SPC MT       -   946,027.43  1,640,521.15   iFT  0.99939729   -0 57 33.2
 RW0526;UTM  12      - 5,187,112.589   514,389.761   MT  0.99960254   +0 08 15.5
 RW0526
 RW0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0526!SPC MT       -   0.99961588  x   0.99939729  =   0.99901340
 RW0526!UTM  12      -   0.99961588  x   0.99960254  =   0.99921857
 RW0526
 RW0526:                Primary Azimuth Mark                     Grid Az
 RW0526:SPC MT       -  WOLSEY                                   173 57 26.5
 RW0526:UTM  12      -  WOLSEY                                   172 51 37.8
 RW0526
 RW0526|---------------------------------------------------------------------|
 RW0526| PID    Reference Object                     Distance      Geod. Az  |
 RW0526|                                                           dddmmss.s |
 RW0526| RW0525 WOLSEY                              APPROX. 4.6 KM 1725953.3 |
 RW0526|---------------------------------------------------------------------|
 RW0526
 RW0526                          SUPERSEDED SURVEY CONTROL
 RW0526
 RW0526  NAD 83(1986)-  46 50 14.63990(N)    110 48 40.65258(W) AD(       ) 3
 RW0526  NAD 27      -  46 50 14.78136(N)    110 48 37.87891(W) AD(       ) 3
 RW0526  NGVD 29 (07/19/86) 2461.3    (m)         8075.     (f) VERT ANG       
 RW0526
 RW0526.Superseded values are not recommended for survey control.
 RW0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0526.See file dsdata.txt to determine how the superseded data were derived.
 RW0526
 RW0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS1439087113(NAD 83)
 RW0526_MARKER: H = DRILL HOLE
 RW0526_SETTING: 66 = SET IN ROCK OUTCROP
 RW0526
 RW0526  HISTORY     - Date     Condition        Report By
 RW0526  HISTORY     - 1966     MONUMENTED       USGS
 RW0526
 RW0526                          STATION DESCRIPTION
 RW0526
 RW0526'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RW0526'STATION REACHED BY HELICOPTER.
 RW0526'
 RW0526'STATION IS LOCATED IN LEWIS AND CLARK NATIONAL FOREST ON THE E. EDGE
 RW0526'OF A TIMBERED TOP, APPROXIMATELY 21 MI. NE. OF WHITE SULPHUR SPRINGS
 RW0526'AND 7.5 MI. SW. OF NEIHART, MONTANA.
 RW0526'
 RW0526'STATION MARK--A DRILL HOLE IN A ROCK OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0574 ***********************************************************************
 SQ0574  DESIGNATION -  ELK
 SQ0574  PID         -  SQ0574
 SQ0574  STATE/COUNTY-  MT/PHILLIPS
 SQ0574  USGS QUAD   -  LOST CREEK (1987)
 SQ0574
 SQ0574                         *CURRENT SURVEY CONTROL
 SQ0574  ___________________________________________________________________
 SQ0574* NAD 83(1992)-  47 36 19.32987(N)    107 44 07.40471(W)     ADJUSTED  
 SQ0574* NAVD 88     -       885.19   (+/-2cm)    2904.2    (feet)  VERTCON   
 SQ0574  ___________________________________________________________________
 SQ0574  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 SQ0574  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 SQ0574
 SQ0574  HORZ ORDER  -  FIRST
 SQ0574  VERT ORDER  -  THIRD ? (See Below)
 SQ0574
 SQ0574.The horizontal coordinates were established by classical geodetic methods
 SQ0574.and adjusted by the National Geodetic Survey in July 1992..
 SQ0574
 SQ0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0574.The vertical order pertains to the NGVD 29 superseded value.
 SQ0574
 SQ0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0574
 SQ0574.The geoid height was determined by GEOID03.
 SQ0574
 SQ0574;                    North         East     Units Scale Factor Converg.
 SQ0574;SPC MT       -   374,334.458   732,601.054   MT  0.99944615   +1 17 27.0
 SQ0574;SPC MT       - 1,228,131.42  2,403,546.77   iFT  0.99944615   +1 17 27.0
 SQ0574;UTM  13      - 5,276,065.895   294,407.935   MT  1.00011945   -2 01 15.0
 SQ0574
 SQ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0574!SPC MT       -   0.99986371  x   0.99944615  =   0.99930993
 SQ0574!UTM  13      -   0.99986371  x   1.00011945  =   0.99998314
 SQ0574
 SQ0574:                Primary Azimuth Mark                     Grid Az
 SQ0574:SPC MT       -  SHOEMAKER                                047 27 09.1
 SQ0574:UTM  13      -  SHOEMAKER                                050 45 51.1
 SQ0574
 SQ0574|---------------------------------------------------------------------|
 SQ0574| PID    Reference Object                     Distance      Geod. Az  |
 SQ0574|                                                           dddmmss.s |
 SQ0574| SQ0534 SHOEMAKER                           APPROX.24.5 KM 0484436.1 |
 SQ0574| CQ6483 ELK RM 1                             10.186 METERS 23748     |
 SQ0574| CQ6484 ELK RM 2                              8.404 METERS 32534     |
 SQ0574|---------------------------------------------------------------------|
 SQ0574
 SQ0574                          SUPERSEDED SURVEY CONTROL
 SQ0574
 SQ0574  NAD 83(1986)-  47 36 19.32428(N)    107 44 07.38926(W) AD(       ) 1
 SQ0574  NAD 27      -  47 36 19.31900(N)    107 44 05.00800(W) AD(       ) 1
 SQ0574  NGVD 29 (07/19/86)  884.46   (m)         2901.8    (f) LEVELING    3  
 SQ0574
 SQ0574.Superseded values are not recommended for survey control.
 SQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0574.See file dsdata.txt to determine how the superseded data were derived.
 SQ0574
 SQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9440876066(NAD 83)
 SQ0574_MARKER: DS = TRIANGULATION STATION DISK
 SQ0574_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0574_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0574
 SQ0574  HISTORY     - Date     Condition        Report By
 SQ0574  HISTORY     - 1885     MONUMENTED       MORC
 SQ0574  HISTORY     - 1948     GOOD             USGS
 SQ0574  HISTORY     - 1948     GOOD             CGS
 SQ0574
 SQ0574                          STATION DESCRIPTION
 SQ0574
 SQ0574'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 SQ0574'RECOVERED.
 SQ0574'
 SQ0574'STATION MARK--M.O.R.C. TABLET BOLTED TO THE TOP OF A 5 IN. IRON PIPE,
 SQ0574'NOT STAMPED.
 SQ0574
 SQ0574                          STATION RECOVERY (1948)
 SQ0574
 SQ0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0574'THE STATION IS LOCATED ABOUT 45 MILES SOUTH OF MALTA, AND ABOUT
 SQ0574'1-1/2 MILES WEST OF THE MISSOURI RIVER.
 SQ0574'
 SQ0574'TO REACH FROM THE RAILROAD DEPOT IN MALTA, GO EAST ON FRONT
 SQ0574'STREET 0.25 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT AND GO
 SQ0574'4.9 MILES TO A ROAD FORK, TAKE RIGHT ROAD AND GO SOUTH 19.0
 SQ0574'MILES TO A SMALL, STEEL BRIDGE, CONTINUE SOUTH ON GRAVELED
 SQ0574'ROAD 7.0 MILES TO A T-ROAD RIGHT AND A SIGN SUN PRAIRIE
 SQ0574'9 MILES, CONTINUE STRAIGHT AHEAD 3.9 MILES TO A T-INTERSECTION,
 SQ0574'TURN LEFT AND GO EAST 1.75 MILES TO A CATTLE GUARD, CONTINUE
 SQ0574'STRAIGHT AHEAD 0.45 MILE TO A CATTLE GUARD, CONTINUE STRAIGHT
 SQ0574'AHEAD 0.55 MILE TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD
 SQ0574'3.95 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH 3.80
 SQ0574'MILES TO A RANCH-HOUSE ON THE LEFT, TURN RIGHT AND FOLLOW
 SQ0574'MAIN TRAVELED ROAD 3.7 MILES TO A GATE, GO THROUGH THE
 SQ0574'GATE AND CONTINUE SOUTH 3.0 MILES TO FOURCHETTE CREEK,
 SQ0574'CROSS THE CREEK AND GO 1.6 MILES TO A ROAD FORK, TAKE LEFT
 SQ0574'ROAD AND GO 1.4 MILES TO A SMALL CREEK, TURN RIGHT AND GO
 SQ0574'0.5 MILE, TURN LEFT AND FORD CREEK, GO 1.8 MILES TO A ROAD
 SQ0574'FORK, TAKE RIGHT FORK AND GO 1.8 MILES TO A GUMBO BUTTE,
 SQ0574'TURN RIGHT AND GO AROUND SOUTH SIDE OF HILL, FOLLOW DIM
 SQ0574'TRACK ROAD DOWN INTO THE VALLEY, CONTINUE ACROSS THE VALLEY,
 SQ0574'STAYING ON THE RIGHT SIDE OF A DEEP COULEE, FOR ABOUT 1.0
 SQ0574'MILE TO THE BASE OF A BUTTE.  FROM HERE PACK UP THE
 SQ0574'BUTTE AND FOLLOW TRAIL EAST-SOUTHEAST FOR 1-1/2 MILES TO
 SQ0574'THE STATION.  THERE IS NO AZIMUTH MARK FOR THIS STATION,
 SQ0574'BECAUSE THERE IS NO SUITABLE PLACE FOR ONE.
 SQ0574'
 SQ0574'STATION MARK IS A MORC MARK BOLTED TO THE TOP OF A 5-INCH
 SQ0574'IRON PIPE.  THE MARK HAS A RAISED TRIANGLE IN THE TOP, AND
 SQ0574'MISSOURI RIVER COMMISSION IS CAST INTO THE TOP.  THE MARK
 SQ0574'PROJECTS 3 INCHES, AND THE DISK IS NOT STAMPED.
 SQ0574'
 SQ0574'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK
 SQ0574'CEMENTED IN THE TOP OF A 3-INCH IRON PIPE.  THE MARK PROJECTS
 SQ0574'5 INCHES, AND THE DISK IS STAMPED ELK MORC NO 1 1948.
 SQ0574'
 SQ0574'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 SQ0574'IN THE TOP OF A 3-INCH IRON PIPE.  THE MARK PROJECTS 6
 SQ0574'INCHES, AND THE DISK IS STAMPED ELK MORC NO 2 1948.  A 4-FOOT
 SQ0574'STAND WILL SEE STATIONS SHOEMAKER 1934, FORGEY, DEVIL (USE),
 SQ0574'LEEDY 1934, AND TRIPP 1934.
 SQ0574'
 SQ0574'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0645 ***********************************************************************
 QW0645  DESIGNATION -  ELK
 QW0645  PID         -  QW0645
 QW0645  STATE/COUNTY-  MT/CARBON
 QW0645  USGS QUAD   -  HUNTERS CREEK (1980)
 QW0645
 QW0645                         *CURRENT SURVEY CONTROL
 QW0645  ___________________________________________________________________
 QW0645* NAD 83(1993)-  45 02 18.76286(N)    108 51 06.80674(W)     ADJUSTED  
 QW0645* NAVD 88     -      1613.8    (meters)    5295.     (feet)  VERTCON   
 QW0645  ___________________________________________________________________
 QW0645  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 QW0645  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 QW0645
 QW0645  HORZ ORDER  -  THIRD
 QW0645
 QW0645.The horizontal coordinates were established by classical geodetic methods
 QW0645.and adjusted by the National Geodetic Survey in January 1997..
 QW0645
 QW0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0645
 QW0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0645
 QW0645.The geoid height was determined by GEOID03.
 QW0645
 QW0645;                    North         East     Units Scale Factor Converg.
 QW0645;SPC MT       -    87,859.219   651,065.335   MT  0.99997708   +0 28 26.7
 QW0645;SPC MT       -   288,252.03  2,136,041.13   iFT  0.99997708   +0 28 26.7
 QW0645;UTM  12      - 4,989,477.003   669,190.317   MT  0.99995199   +1 31 13.2
 QW0645
 QW0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0645!SPC MT       -   0.99974902  x   0.99997708  =   0.99972611
 QW0645!UTM  12      -   0.99974902  x   0.99995199  =   0.99970102
 QW0645
 QW0645:                Primary Azimuth Mark                     Grid Az
 QW0645:SPC MT       -  COTTONWOOD                               047 53 41.4
 QW0645:UTM  12      -  COTTONWOOD                               046 50 54.9
 QW0645
 QW0645|---------------------------------------------------------------------|
 QW0645| PID    Reference Object                     Distance      Geod. Az  |
 QW0645|                                                           dddmmss.s |
 QW0645| QW0644 COTTONWOOD                          APPROX. 8.7 KM 0482208.1 |
 QW0645|---------------------------------------------------------------------|
 QW0645
 QW0645                          SUPERSEDED SURVEY CONTROL
 QW0645
 QW0645  NAD 83(1992)-  45 02 18.74608(N)    108 51 06.79249(W) AD(       ) 3
 QW0645  NAD 83(1986)-  45 02 18.74640(N)    108 51 06.79275(W) AD(       ) 3
 QW0645  NGVD 29 (09/11/89) 1612.8    (m)         5291.     (f) VERT ANG       
 QW0645
 QW0645.Superseded values are not recommended for survey control.
 QW0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0645.See file dsdata.txt to determine how the superseded data were derived.
 QW0645
 QW0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6919089477(NAD 83)
 QW0645_MARKER: DS = TRIANGULATION STATION DISK
 QW0645_SETTING: 0 = UNSPECIFIED SETTING
 QW0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0645
 QW0645  HISTORY     - Date     Condition        Report By
 QW0645  HISTORY     - 1943     MONUMENTED       USGS
 QW0645
 QW0645                          STATION DESCRIPTION
 QW0645
 QW0645'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 QW0645'LOCATED ABOUT 4 MI. N. OF ELK BASIN, WYOMING IN SEC. 24 T.9 S., R.23
 QW0645'E., ON THE N. ONE OF TWO FLAT TOPS AND HIGHEST POINT IN THIS VICINITY.
 QW0645'
 QW0645'RECOVERED BY USGS IN 1969 AND REDESCRIBED AS FOLLOWS - TO REACH THE
 QW0645'STATION FROM  THE JUNCTION OF U.S. HIGHWAY 310 AND STATE HIGHWAY 308
 QW0645'(1.4 MI. S. OF BRIDGER, MONTANA), GO SW. ON STATE HIGHWAY 308 FOR 7.0
 QW0645'MI. TO RIVER BRIDGE.  CROSS BRIDGE AND TAKE GRAVEL RD. LEFT FOR 1.0
 QW0645'MI. TO T-RD. JUNCTION.  TURN RIGHT AND FOLLOW MAIN RD. S. FOR 6.2 MI.
 QW0645'TO DIM RD. LEFT.  TAKE DIM RD. LEFT FOR 4.2 MI. TO RD. FORK, TAKE LEFT
 QW0645'FORK ACROSS DRAIN AND THEN UP HILL FOR 1.6 MI. TO GATE.  PASS THROUGH
 QW0645'GATE AND CONTINUE ON FOR 2.3 MI. TO RD. FORK.  TAKE RIGHT FORK FOR
 QW0645'0.05 MI.  THE STATION IS ABOUT 125 FT. NW. OF THE RD. AT THIS POINT.
 QW0645'
 QW0645'STATION MARK - STANDARD TABLET STAMPED---ELK 1943 - 5291--- CEMENTED
 QW0645'IN TOP OF CONCRETE POST.
 QW0645'
 QW0645'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0999 ***********************************************************************
 SU0999  DESIGNATION -  ELK MOUNTAIN LOOKOUT HOUSE
 SU0999  PID         -  SU0999
 SU0999  STATE/COUNTY-  MT/SANDERS
 SU0999  USGS QUAD   -  SILVER BUTTE PASS (1983)
 SU0999
 SU0999                         *CURRENT SURVEY CONTROL
 SU0999  ___________________________________________________________________
 SU0999* NAD 83(1992)-  47 53 09.28503(N)    115 25 37.34420(W)     ADJUSTED  
 SU0999* NAVD 88     -                                                        
 SU0999  ___________________________________________________________________
 SU0999  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 SU0999  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 SU0999
 SU0999  HORZ ORDER  -  THIRD
 SU0999
 SU0999.The horizontal coordinates were established by classical geodetic methods
 SU0999.and adjusted by the National Geodetic Survey in July 1992..
 SU0999
 SU0999
 SU0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0999
 SU0999.The geoid height was determined by GEOID03.
 SU0999
 SU0999;                    North         East     Units Scale Factor Converg.
 SU0999;SPC MT       -   420,772.292   157,358.594   MT  0.99950901   -4 20 08.4
 SU0999;SPC MT       - 1,380,486.52    516,268.35   iFT  0.99950901   -4 20 08.4
 SU0999;UTM  11      - 5,304,817.542   617,592.739   MT  0.99976992   +1 10 01.1
 SU0999
 SU0999                          SUPERSEDED SURVEY CONTROL
 SU0999
 SU0999  NAD 83(1986)-  47 53 09.29094(N)    115 25 37.34243(W) AD(       ) 4
 SU0999  NAD 27      -  47 53 09.52561(N)    115 25 33.73766(W) AD(       ) 3
 SU0999
 SU0999.Superseded values are not recommended for survey control.
 SU0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0999.See file dsdata.txt to determine how the superseded data were derived.
 SU0999
 SU0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP1759304818(NAD 83)
 SU0999
 SU0999  HISTORY     - Date     Condition        Report By
 SU0999  HISTORY     - 1940     MONUMENTED       CGS
 SU0999  HISTORY     - 1966     SEE DESCRIPTION  USGS
 SU0999
 SU0999                          STATION DESCRIPTION
 SU0999
 SU0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0999'ELK MOUNTAIN FOREST SERVICE LOOKOUT HOUSE IS IN THE CABINET
 SU0999'NATIONAL FOREST, ON A BARE PEAK AT THE S END OF A RIDGE.  IT IS
 SU0999'9 MILES ENE OF TROUT CREEK, 1-1/2 MILES S OF KOOTENAI-CABINET
 SU0999'NATIONAL FOREST AND 1 MILE N OF VERMILION RIVER.  THE CENTER
 SU0999'OF THE HOUSE WAS INTERSECTED.
 SU0999
 SU0999                          STATION RECOVERY (1966)
 SU0999
 SU0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0999'LOOKOUT HOUSE BURNED.  STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0851 ***********************************************************************
 TN0851  DESIGNATION -  ELK MOUNTAIN LOOKOUT TOWER
 TN0851  PID         -  TN0851
 TN0851  STATE/COUNTY-  MT/LINCOLN
 TN0851  USGS QUAD   -  BOWEN LAKE (1983)
 TN0851
 TN0851                         *CURRENT SURVEY CONTROL
 TN0851  ___________________________________________________________________
 TN0851* NAD 83(1992)-  48 27 19.92079(N)    114 54 53.86984(W)     ADJUSTED  
 TN0851* NAVD 88     -                                                        
 TN0851  ___________________________________________________________________
 TN0851  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 TN0851  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TN0851
 TN0851  HORZ ORDER  -  THIRD
 TN0851
 TN0851.The horizontal coordinates were established by classical geodetic methods
 TN0851.and adjusted by the National Geodetic Survey in July 1992..
 TN0851
 TN0851
 TN0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0851
 TN0851.The geoid height was determined by GEOID03.
 TN0851
 TN0851;                    North         East     Units Scale Factor Converg.
 TN0851;SPC MT       -   481,164.984   199,911.056   MT  0.99971157   -3 57 39.8
 TN0851;SPC MT       - 1,578,625.28    655,876.17   iFT  0.99971157   -3 57 39.8
 TN0851;UTM  11      - 5,369,032.664   654,156.088   MT  0.99989198   +1 33 39.0
 TN0851
 TN0851                          SUPERSEDED SURVEY CONTROL
 TN0851
 TN0851  NAD 83(1986)-  48 27 19.93094(N)    114 54 53.86990(W) AD(       ) 4
 TN0851  NAD 27      -  48 27 20.06953(N)    114 54 50.32525(W) AD(       ) 3
 TN0851
 TN0851.Superseded values are not recommended for survey control.
 TN0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0851.See file dsdata.txt to determine how the superseded data were derived.
 TN0851
 TN0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP5415669033(NAD 83)
 TN0851
 TN0851  HISTORY     - Date     Condition        Report By
 TN0851  HISTORY     - 1959     MONUMENTED       CGS
 TN0851
 TN0851                          STATION DESCRIPTION
 TN0851
 TN0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0851'ABOUT 26-1/2 MILES WEST AND 3 MILES NORTH OF WHITEFISH, 3
 TN0851'MILES WEST OF THE LINCOLN-FLATHEAD COUNTY LINE, 1 MILE NORTHEAST
 TN0851'OF WOLF CREEK, ON THE HIGHEST POINT OF THE MOST WESTERLY,
 TN0851'BARE, ROCKY AND LOWEST ONE OF THREE HUMPS FORMING ELK MOUNTAIN
 TN0851'NEAR THE CORNERS OF SECTIONS 9, 10, 15 AND 16 AND APPROXIMATELY
 TN0851'ON A LINE DIVIDING RANGES 26 W AND 25 W, T 31 N.
 TN0851'
 TN0851'THE 14 BY 14 FOOT CABIN IS SUPPORTED BY FOUR WOOD POLES.
 TN0851'THE OVERALL HEIGHT BEING 22.0 FEET.
 TN0851'
 TN0851'A MEASUREMENT WAS MADE TO THE DETERMINED CENTER OF THE BASE
 TN0851'OF THE TOWER, THE DISTANCE BEING 20.110 METERS OR 65.98 FEET
 TN0851'SOUTH OF TRIANGULATION STATION ELK R.M. 2 (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0915 ***********************************************************************
 TM0915  DESIGNATION -  ELK MOUNTAIN LOOKOUT HOUSE
 TM0915  PID         -  TM0915
 TM0915  STATE/COUNTY-  MT/FLATHEAD
 TM0915  USGS QUAD   -  BLACKTAIL (1994)
 TM0915
 TM0915                         *CURRENT SURVEY CONTROL
 TM0915  ___________________________________________________________________
 TM0915* NAD 83(1992)-  48 18 24.22909(N)    113 26 39.12104(W)     ADJUSTED  
 TM0915* NAVD 88     -                                                        
 TM0915  ___________________________________________________________________
 TM0915  LAPLACE CORR-           9.72  (seconds)                    DEFLEC99
 TM0915  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 TM0915
 TM0915  HORZ ORDER  -  THIRD
 TM0915
 TM0915.The horizontal coordinates were established by classical geodetic methods
 TM0915.and adjusted by the National Geodetic Survey in July 1992..
 TM0915
 TM0915
 TM0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0915
 TM0915.The geoid height was determined by GEOID03.
 TM0915
 TM0915;                    North         East     Units Scale Factor Converg.
 TM0915;SPC MT       -   458,151.056   307,637.971   MT  0.99964892   -2 53 06.7
 TM0915;SPC MT       - 1,503,120.26  1,009,310.93   iFT  0.99964892   -2 53 06.7
 TM0915;UTM  12      - 5,353,280.362   318,763.333   MT  1.00000359   -1 49 32.2
 TM0915
 TM0915                          SUPERSEDED SURVEY CONTROL
 TM0915
 TM0915  NAD 83(1986)-  48 18 24.23870(N)    113 26 39.11152(W) AD(       ) 4
 TM0915  NAD 27      -  48 18 24.36551(N)    113 26 35.74494(W) AD(       ) 3
 TM0915
 TM0915.Superseded values are not recommended for survey control.
 TM0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0915.See file dsdata.txt to determine how the superseded data were derived.
 TM0915
 TM0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU1876353280(NAD 83)
 TM0915
 TM0915  HISTORY     - Date     Condition        Report By
 TM0915  HISTORY     - 1963     MONUMENTED       CGS
 TM0915  HISTORY     - 1968     SEE DESCRIPTION  USGS
 TM0915
 TM0915                          STATION DESCRIPTION
 TM0915
 TM0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0915'THE LOOKOUT HOUSE APPEARS TO BE IN GOOD CONDITION.
 TM0915
 TM0915                          STATION RECOVERY (1968)
 TM0915
 TM0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JRW)
 TM0915'REMOVED PRIOR TO 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0510 ***********************************************************************
 RW0510  DESIGNATION -  ELK PEAK
 RW0510  PID         -  RW0510
 RW0510  STATE/COUNTY-  MT/MEAGHER
 RW0510  USGS QUAD   -  MANGER PARK (1995)
 RW0510
 RW0510                         *CURRENT SURVEY CONTROL
 RW0510  ___________________________________________________________________
 RW0510* NAD 83(1992)-  46 28 00.81233(N)    110 45 19.08173(W)     ADJUSTED  
 RW0510* NAVD 88     -      2608.     (meters)    8556.     (feet)  SCALED    
 RW0510  ___________________________________________________________________
 RW0510  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 RW0510  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 RW0510
 RW0510  HORZ ORDER  -  FIRST
 RW0510
 RW0510.The horizontal coordinates were established by classical geodetic methods
 RW0510.and adjusted by the National Geodetic Survey in July 1992..
 RW0510
 RW0510.The orthometric height was scaled from a topographic map.
 RW0510
 RW0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0510
 RW0510.The geoid height was determined by GEOID03.
 RW0510
 RW0510;                    North         East     Units Scale Factor Converg.
 RW0510;SPC MT       -   247,121.417   503,639.751   MT  0.99943768   -0 55 05.7
 RW0510;SPC MT       -   810,765.80  1,652,361.39   iFT  0.99943768   -0 55 05.7
 RW0510;UTM  12      - 5,145,953.644   518,787.647   MT  0.99960434   +0 10 38.6
 RW0510
 RW0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0510!SPC MT       -   0.99959302  x   0.99943768  =   0.99903093
 RW0510!UTM  12      -   0.99959302  x   0.99960434  =   0.99919752
 RW0510
 RW0510|---------------------------------------------------------------------|
 RW0510| PID    Reference Object                     Distance      Geod. Az  |
 RW0510|                                                           dddmmss.s |
 RW0510| CQ6486 ELK PEAK RM 2                         8.280 METERS 03731     |
 RW0510| RW0480 BELT                                APPROX.37.9 KM 2654117.5 |
 RW0510| CQ6485 ELK PEAK RM 1                         3.819 METERS 33416     |
 RW0510|---------------------------------------------------------------------|
 RW0510
 RW0510                          SUPERSEDED SURVEY CONTROL
 RW0510
 RW0510  NAD 83(1986)-  46 28 00.80928(N)    110 45 19.06956(W) AD(       ) 1
 RW0510  NAD 27      -  46 28 01.01800(N)    110 45 16.34300(W) AD(       ) 1
 RW0510
 RW0510.Superseded values are not recommended for survey control.
 RW0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0510.See file dsdata.txt to determine how the superseded data were derived.
 RW0510
 RW0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS1878845954(NAD 83)
 RW0510_MARKER: DS = TRIANGULATION STATION DISK
 RW0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RW0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0510+STABILITY: SURFACE MOTION
 RW0510
 RW0510  HISTORY     - Date     Condition        Report By
 RW0510  HISTORY     - 1934     MONUMENTED       CGS
 RW0510  HISTORY     - 1939     MARK NOT FOUND   USGLO
 RW0510  HISTORY     - 1957     GOOD             USE
 RW0510  HISTORY     - 1971     GOOD             USGS
 RW0510
 RW0510                          STATION DESCRIPTION
 RW0510
 RW0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RW0510'STATION IS LOCATED ON A ROCK BUTTE WHICH IS 20 FEET HIGHER THAN
 RW0510'THE SURROUNDING GROUND OF THE LONG FLAT RIDGE, 1/2 MILE NORTHWEST
 RW0510'OF ELK PEAK PROPER AND ABOUT 10 MILES, AIRLINE, SOUTHEAST OF
 RW0510'WHITE SULPHUR SPRINGS.
 RW0510'
 RW0510'REACHED FROM WHITE SULPHUR SPRINGS BY GOING EAST FROM THE
 RW0510'SHERMAN HOTEL 2.4 MILES, TURN RIGHT, GO 3.7 MILES TO AN OLD
 RW0510'POLE CORRAL ON THE RIGHT, TURN RIGHT UP FOUR MILE CREEK GO
 RW0510'2.7 MILES, PASS THROUGH A GATE AFTER PASSING THE RANGERS
 RW0510'STATION, CONTINUE 1.0 MILE AND TURN LEFT AFTER CROSSING THE
 RW0510'BRIDGE, GO 2.0 MILES TO THE RANCH OF JAKE BERE.  GO THROUGH
 RW0510'GATE INTO RANCH YARD, THEN THROUGH THE GATE AT THE RIGHT CORNER
 RW0510'OF CORRAL ONTO THE TRACK ROAD ALONG THE LEFT SIDE OF FENCE,
 RW0510'THEN GO 0.8 MILE AND PASS THROUGH GATE, GO 0.1 MILE TO
 RW0510'SADDLE, TURN RIGHT ALONG THE RIDGE AND FOLLOW THE OLD RUTS
 RW0510'2.8 MILES TO A CLEARING ON TOP OF A RIDGE.  (SIGN HERE
 RW0510'READS W.S. SPRINGS VIA FOUR MILE R.S.).  TURN RIGHT PAST A
 RW0510'TRIANGLE BLAZE AND TO 0.9 MILE, TURN RIGHT GO 0.1 MILE AND
 RW0510'ENTER TREES AT BLAZE ON LEFT SIDE OF ROAD, GO 0.5 MILE,
 RW0510'TAKE LEFT FORK GO 0.15 MILE, TURN LEFT GO 0.25 MILE TO OLD
 RW0510'LOG CABIN.  FROM OLD CABIN GO WEST UP THE END OF THE
 RW0510'BURNED HILL, THEN WEST ALONG RIDGE 1.0 MILE TO SMALL ROCK
 RW0510'BUTTE AND STATION.  THE BUTTE CAN BE SEEN FROM TOP OF
 RW0510'BURNED-OVER HILL WHICH IS ON EAST END OF RIDGE STATION IS
 RW0510'ON.  WATER AT THE RANCH OR ONE MILE SOUTH OF THE OLD CABIN IN
 RW0510'A SMALL CREEK.  A 1/2-HOUR PACK.
 RW0510'
 RW0510'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.
 RW0510
 RW0510                          STATION RECOVERY (1939)
 RW0510
 RW0510'RECOVERY NOTE BY US GENERAL LAND OFFICE 1939
 RW0510'STATION IS 10 MILES SE OF WHITE SULPHUR SPRINGS.  THE STATION
 RW0510'TABLET WAS NOT UNCOVERED, IT IS UNDER A TRIPOD FILLED WITH
 RW0510'STONES.  FROM THE CORNER OF SECTIONS 7, 8, 17, AND 18, T. 8 N.,
 RW0510'R. 8 E., R.M. ELK NO. 1 BEARS N. 45 DEG 01 MIN E., 43.08 CHAINS
 RW0510'DISTANT.
 RW0510
 RW0510                          STATION RECOVERY (1957)
 RW0510
 RW0510'RECOVERY NOTE BY US ENGINEERS 1957
 RW0510'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RW0510'
 RW0510'THE STATION MARK IS A BRONZE DISC SET IN CONCRETE IN ROCK.
 RW0510
 RW0510                          STATION RECOVERY (1971)
 RW0510
 RW0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RW0510'RECOVERED IN GOOD CONDITION.
 RW0510'
 RW0510'STATION MARK--STANDARD USC AND GS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0722 ***********************************************************************
 TH0722  DESIGNATION -  ELK RIVER
 TH0722  PID         -  TH0722
 TH0722  STATE/COUNTY-  MT/MCCONE
 TH0722  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0722
 TH0722                         *CURRENT SURVEY CONTROL
 TH0722  ___________________________________________________________________
 TH0722* NAD 83(1992)-  48 00 28.39769(N)    105 47 00.76442(W)     ADJUSTED  
 TH0722* NAVD 88     -       688.6    (meters)    2259.     (feet)  VERTCON   
 TH0722  ___________________________________________________________________
 TH0722  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 TH0722  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TH0722
 TH0722  HORZ ORDER  -  FIRST
 TH0722
 TH0722.The horizontal coordinates were established by classical geodetic methods
 TH0722.and adjusted by the National Geodetic Survey in July 1992..
 TH0722
 TH0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0722
 TH0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0722
 TH0722.The geoid height was determined by GEOID03.
 TH0722
 TH0722;                    North         East     Units Scale Factor Converg.
 TH0722;SPC MT       -   424,147.100   877,068.973   MT  0.99954391   +2 43 07.0
 TH0722;SPC MT       - 1,391,558.73  2,877,522.88   iFT  0.99954391   +2 43 07.0
 TH0722;UTM  13      - 5,317,473.974   441,560.115   MT  0.99964196   -0 34 56.6
 TH0722
 TH0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0722!SPC MT       -   0.99989476  x   0.99954391  =   0.99943872
 TH0722!UTM  13      -   0.99989476  x   0.99964196  =   0.99953676
 TH0722
 TH0722:                Primary Azimuth Mark                     Grid Az
 TH0722:SPC MT       -  WOLF PT FIRST LUTH CH SPIRE              047 35 02.1
 TH0722:UTM  13      -  WOLF PT FIRST LUTH CH SPIRE              050 53 05.7
 TH0722
 TH0722|---------------------------------------------------------------------|
 TH0722| PID    Reference Object                     Distance      Geod. Az  |
 TH0722|                                                           dddmmss.s |
 TH0722| TH0703 WOLF PT FIRST LUTH CH SPIRE         APPROX.13.8 KM 0501809.1 |
 TH0722| CQ8313 ELK RIVER RM 1                       11.630 METERS 05632     |
 TH0722| CQ8314 ELK RIVER RM 2                       12.158 METERS 14238     |
 TH0722| CQ8312 ELK RIVER AZ MK                                    2584010.8 |
 TH0722|---------------------------------------------------------------------|
 TH0722
 TH0722                          SUPERSEDED SURVEY CONTROL
 TH0722
 TH0722  NAD 83(1986)-  48 00 28.39823(N)    105 47 00.75842(W) AD(       ) 1
 TH0722  NAD 27      -  48 00 28.33751(N)    105 46 58.73107(W) AD(       ) 1
 TH0722  NGVD 29 (07/19/86)  688.0    (m)         2257.     (f) VERT ANG       
 TH0722
 TH0722.Superseded values are not recommended for survey control.
 TH0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0722.See file dsdata.txt to determine how the superseded data were derived.
 TH0722
 TH0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP4156017474(NAD 83)
 TH0722_MARKER: DD = SURVEY DISK
 TH0722_SETTING: 0 = UNSPECIFIED SETTING
 TH0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0722
 TH0722  HISTORY     - Date     Condition        Report By
 TH0722  HISTORY     - 1948     MONUMENTED       MORC
 TH0722  HISTORY     - 1948     GOOD             CGS
 TH0722  HISTORY     - 1972     GOOD             USGS
 TH0722
 TH0722                          STATION DESCRIPTION
 TH0722
 TH0722'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (FXP)
 TH0722'STATION IS ABOUT 5-3/4 MILES SOUTHEAST OF OSWEGO, ON LAND OWNED BY
 TH0722'MR. ARTHUR TORNER, IN THE NORTHEAST QUARTER OF SEC. 16, T. 26 N.,
 TH0722'R. 46 E., ON THE EAST END OF A PLATEAU ABOUT 1/4 MILE LONG EAST
 TH0722'AND WEST, ON THE FIRST BLUFFS SOUTHWEST OF A BIG BEND IN THE
 TH0722'MISSOURI RIVER.  THE STATION IS A STANDARD MISSOURI RIVER
 TH0722'COMMISSION MARK FASTENED TO A 3-INCH IRON PIPE THAT PROJECTS 2
 TH0722'INCHES AND HAS MISSOURI RIVER COMMISSION IN RAISED LETTERS ON THE
 TH0722'TOP.  IT IS 25 FEET WEST OF A WITNESS POST.
 TH0722'
 TH0722'REFERENCE MARK NO. 1 IS 38.16 FEET NORTHEAST OF THE STATION.  THE
 TH0722'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ELK RIVER MORC
 TH0722'NO 1 1948.
 TH0722'
 TH0722'REFERENCE MARK NO. 2 IS 39.89 FEET SOUTHEAST OF THE STATION.  THE
 TH0722'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ELK RIVER MORC NO
 TH0722'2 1948.
 TH0722'
 TH0722'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, 10 FEET SOUTH OF
 TH0722'A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TH0722'ELK RIVER MORC 1948.
 TH0722'
 TH0722'TO REACH FROM THE SOUTH END OF THE BRIDGE OVER THE MISSOURI RIVER
 TH0722'ON STATE ROUTE 13, GO SOUTH 0.1 MILE, TURN RIGHT AND GO WESTERLY
 TH0722'2.2 MILES, KEEP LEFT AND GO SOUTH AND WEST 3.25 MILES, KEEP RIGHT
 TH0722'AND GO WESTERLY 5.85 MILES TO A SCHOOLHOUSE, KEEP RIGHT AND GO 4.45
 TH0722'MILES TO POINT WHERE MAIN ROAD TURNS FROM SOUTH TO WEST, GO
 TH0722'STRAIGHT AHEAD THROUGH GATE, TURN LEFT ACROSS DRAW, THEN LEFT ALONG
 TH0722'FENCE ON TRACK ROAD 0.1 MILE TO POINT JUST AFTER PASSING END OF
 TH0722'LOW RIDGE, TURN RIGHT UP DRAW AND FOLLOW TRACKS TO TOP OF RIDGE
 TH0722'0.3 MILES, FOLLOW TRACK ROAD EASTERLY ON TOP OF RIDGE 0.15
 TH0722'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EASTERLY 0.2 MILE
 TH0722'TO THE STATION AS DESCRIBED.
 TH0722
 TH0722                          STATION RECOVERY (1948)
 TH0722
 TH0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 TH0722'RECOVERED.
 TH0722'
 TH0722'STATION MARK--STANDARD MORC MARK FASTENED TO A 3 IN. IRON PIPE THAT
 TH0722'PROJECTS 2 IN. AND HAS ---MISSOURI RIVER COMMISSION--- IN RAISED
 TH0722'LETTERS ON TOP.
 TH0722
 TH0722                          STATION RECOVERY (1972)
 TH0722
 TH0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 TH0722'FOUND IN GOOD COND.
 TH0722'
 TH0722'TO REACH THE STATION FROM THE MISSOURI RIVER BRIDGE ON MONTANA
 TH0722'STATE HIGHWAY 13 SOUTHEAST OF WOLF POINT GO SOUTH ON HIGHWAY 13
 TH0722'FOR 0.30 MILE TO MONTANA SECONDARY HIGHWAY 528.  TURN RIGHT AND GO
 TH0722'WEST ON HIGHWAY 528 FOR 7.00 MILES TO THE END OF THE PAVEMENT.
 TH0722'CONTINUE WEST ON GRAVEL ROAD FOR 3.35 MILES TO A ROAD JUNCTION.
 TH0722'TAKE RIGHT FORK AND CONTINUE WEST ON MAIN ROAD FOR 3.80 MILES TO
 TH0722'A GATE ON THE LEFT ACROSS FROM A FARM HOUSE AND JUST EAST OF A
 TH0722'ROAD BEND SOUTH.  TURN LEFT AND GO THRU THE GATE AND GO SOUTH ON
 TH0722'TRACK ROAD FOR 0.15 MILE.  TURN SOUTHEAST ACROSS COUNTRY AND UP
 TH0722'A DRAIN TO THE TOP TO AND ALONG A TRACK ROAD FOR 0.80 MILE.
 TH0722'TURN LEFT ACROSS COUNTRY FOR 0.05 MILE TO THE STATION ON A
 TH0722'HIGH POINT ON THE TOP OF A RIDGE.
 TH0722'
 TH0722'DIRECTION AND DISTANCE--OSWEGO, S 52 E, ABOUT 5-3/4 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0850 ***********************************************************************
 TN0850  DESIGNATION -  ELK RM 2
 TN0850  PID         -  TN0850
 TN0850  STATE/COUNTY-  MT/LINCOLN
 TN0850  USGS QUAD   -  BOWEN LAKE (1983)
 TN0850
 TN0850                         *CURRENT SURVEY CONTROL
 TN0850  ___________________________________________________________________
 TN0850* NAD 83(1992)-  48 27 20.57032(N)    114 54 53.93493(W)     ADJUSTED  
 TN0850* NAVD 88     -      2009.7    (meters)    6593.     (feet)  VERTCON   
 TN0850  ___________________________________________________________________
 TN0850  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 TN0850  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TN0850
 TN0850  HORZ ORDER  -  FIRST
 TN0850
 TN0850.The horizontal coordinates were established by classical geodetic methods
 TN0850.and adjusted by the National Geodetic Survey in July 1992..
 TN0850
 TN0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0850
 TN0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0850
 TN0850.The geoid height was determined by GEOID03.
 TN0850
 TN0850;                    North         East     Units Scale Factor Converg.
 TN0850;SPC MT       -   481,185.086   199,911.108   MT  0.99971165   -3 57 39.9
 TN0850;SPC MT       - 1,578,691.23    655,876.34   iFT  0.99971165   -3 57 39.9
 TN0850;UTM  11      - 5,369,052.681   654,154.205   MT  0.99989197   +1 33 39.0
 TN0850
 TN0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0850!SPC MT       -   0.99968753  x   0.99971165  =   0.99939927
 TN0850!UTM  11      -   0.99968753  x   0.99989197  =   0.99957954
 TN0850
 TN0850:                Primary Azimuth Mark                     Grid Az
 TN0850:SPC MT       -  ELK RM 2 AZ MK                           058 05 33.6
 TN0850:UTM  11      -  ELK RM 2 AZ MK                           052 34 14.7
 TN0850
 TN0850|---------------------------------------------------------------------|
 TN0850| PID    Reference Object                     Distance      Geod. Az  |
 TN0850|                                                           dddmmss.s |
 TN0850| CH7304 ELK RM 2 AZ MK                                     0540753.7 |
 TN0850| CH7302 ELK RM 1                              5.557 METERS 07357     |
 TN0850| CH7300 ELK RM 1                             16.487 METERS 17223     |
 TN0850| TN0851 ELK MOUNTAIN LOOKOUT TOWER           20.108 METERS 17611     |
 TN0850| TN0849 HORSE HILL LOOKOUT TOWER            APPROX.14.5 KM 1982250.0 |
 TN0850|---------------------------------------------------------------------|
 TN0850
 TN0850                          SUPERSEDED SURVEY CONTROL
 TN0850
 TN0850  NAD 83(1986)-  48 27 20.58049(N)    114 54 53.93573(W) AD(       ) 1
 TN0850  NAD 27      -  48 27 20.71914(N)    114 54 50.39029(W) AD(       ) 1
 TN0850  NGVD 29 (07/19/86) 2008.4    (m)         6589.     (f) VERT ANG       
 TN0850
 TN0850.Superseded values are not recommended for survey control.
 TN0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0850.See file dsdata.txt to determine how the superseded data were derived.
 TN0850
 TN0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP5415469053(NAD 83)
 TN0850_MARKER: Z = SEE DESCRIPTION
 TN0850_SETTING: 0 = UNSPECIFIED SETTING
 TN0850
 TN0850  HISTORY     - Date     Condition        Report By
 TN0850  HISTORY     - 1959     MONUMENTED       CGS
 TN0850
 TN0850                          STATION DESCRIPTION
 TN0850
 TN0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0850'ABOUT 26-1/2 MILES WEST AND 3 MILES NORTH OF WHITEFISH, 3
 TN0850'MILES WEST OF THE LINCOLN-FLATHEAD COUNTY LINE, 1 MILE NORTHEAST
 TN0850'OF WOLF CREEK AND 48 FEET NORTH OF THE HIGHEST POINT OF THE
 TN0850'MOST WESTERLY, BARE, ROCKY AND LOWEST ONE OF THREE HUMPS FORMING
 TN0850'ELK MOUNTAIN, (THE TWO HUMPS TO THE EAST HAVE TREES ON THEIR
 TN0850'CRESTS) AND AT THE CORNERS OF SECTIONS 9, 10, 15 AND 16 AND
 TN0850'APPROXIMATELY ON A LINE DIVIDING RANGES 26 W AND 25 W, T 31 N.
 TN0850'
 TN0850'STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY DISK STAMPED
 TN0850'ELK R.M. 2, CEMENTED IN A DRILL HOLE IN A LARGE MASS OF OUTCROPPING
 TN0850'ROCK THAT IS FLUSH WITH THE GROUND TO THE WEST AND PROJECTS
 TN0850'18 INCHES TO THE EAST.  IT IS 11 FEET EAST OF THE WEST EDGE
 TN0850'OF THE HUMP, 32 FEET WEST OF THE EAST EDGE OF THE HUMP, 59.3
 TN0850'FEET NORTH OF THE CONCRETE FOOTING OF THE NORTHWEST LEG OF
 TN0850'THE TOWER AND 55.6 FEET NORTH OF THE CONCRETE FOOTING OF THE
 TN0850'NORTHEAST LEG OF THE TOWER.
 TN0850'
 TN0850'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 TN0850'IN ROCK OUTCROP HAVING AN EXPOSED AREA OF 18 BY 8 INCHES
 TN0850'AND PROJECTING 2 INCHES.  THE DISK IS STAMPED ELK USGS NO 1
 TN0850'1959.  IT IS 60.4 FEET NORTHEAST OF THE NORTHEAST FOOTING OF
 TN0850'THE TOWER, 27 FEET EAST OF THE WEST EDGE OF THE HUMP AND 16
 TN0850'FEET WEST OF THE EAST EDGE OF THE HUMP AND ABOUT 3 FEET
 TN0850'LOWER THAN THE STATION MARK.
 TN0850'
 TN0850'REFERENCE MARK 1 (USGS) IS A UNITED STATES GEOLOGICAL SURVEY
 TN0850'DISK STAMPED ELK 1934 NO 1.  IT IS 2.5 FEET NORTHWEST OF THE
 TN0850'NORTHEAST FOOTING OF THE TOWER AND 13 FEET EAST OF THE NORTHWEST
 TN0850'FOOTING OF THE TOWER.  IT IS ABOUT 4 FEET HIGHER THAN THE
 TN0850'STATION MARK.
 TN0850'
 TN0850'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELK USGS R.M. 2 1959,
 TN0850'CEMENTED IN A DRILL HOLE IN A 5 BY 5 FOOT IRREGULAR MASS OF
 TN0850'ROCK OUTCROP PROJECTING 14 INCHES TO THE WEST AND FLUSH TO
 TN0850'THE EAST.  IT IS ON THE SOUTHWEST SLOPE AND ABOUT 150 YARDS
 TN0850'SOUTHWEST OF THE HIGHEST POINT OF THE CENTER ONE OF THE THREE
 TN0850'HUMPS, 24.8 FEET SOUTH OF A 14-INCH PINE TREE HAVING A
 TN0850'TRIANGULAR BLAZE ON THE SOUTH SIDE, 11 FEET SOUTH OF A FOREST
 TN0850'SERVICE TRAIL AND 4 FEET SOUTHEAST OF A 4 FOOT HIGH
 TN0850'CAIRN.  REACHED FROM THE STATION BY FOLLOWING A FOREST SERVICE
 TN0850'TRAIL EASTERLY FOR ABOUT 15 MINUTES TO THE MARK ON THE
 TN0850'RIGHT.
 TN0850'
 TN0850'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF
 TN0850'THE LOOKOUT TOWER WITH A 30 METER STEEL TAPE.
 TN0850'
 TN0850'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS
 TN0850'2 AND 93 IN KALISPELL BY GOING WESTERLY ON HIGHWAY 2 FOR
 TN0850'0.65 MILE TO A CROSS STREET AT LARGE LUMBER PILES ON THE
 TN0850'LEFT.  TURN RIGHT AND GO NORTHERLY ON SURFACED ROAD FOR 0.65
 TN0850'MILE TO A FORK, BEAR LEFT AND FOLLOW THE SURFACED ROAD WEST,
 TN0850'NORTH, WEST AND NORTH FOR 9.0 MILES TO A CROSSROADS AT THE
 TN0850'END OF THE SURFACED ROAD.  CONTINUE STRAIGHT AHEAD, NORTH, ON
 TN0850'A GRADED ROAD FOR 1.95 MILE TO A POINT WHERE THE GRADED ROAD
 TN0850'TURNS SHARP RIGHT, BEAR LEFT AND GO NORTHWESTERLY FOR 1.6
 TN0850'MILES TO A FORK, BEAR LEFT AS PER SIGN TALLY LAKE AND GO 1.2
 TN0850'MILES TO A FORK, BEAR LEFT FOR 0.1 MILE TO ANOTHER FORK,
 TN0850'BEAR RIGHT AND FOLLOW THE MAIN ROAD FOR 4.7 MILE TO A SIDE
 TN0850'ROAD LEFT AT A SIGN MOUNTAIN MEADOWS.  CONTINUE STRAIGHT
 TN0850'AHEAD ON THE MAIN ROAD FOR 3.6 MILE TO A SIDE ROAD RIGHT
 TN0850'AT A SIGN ON THE LEFT STAR MEADOWS 10, KALISPELL 25.
 TN0850'CONTINUE STRAIGHT AHEAD FOR 4.7 MILES TO A FORK, BEAR
 TN0850'RIGHT AND CONTINUE STRAIGHT AHEAD FOR 4.05 MILES TO THE STAR
 TN0850'MEADOWS GUARD STATION ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 TN0850'FOR 5.35 MILE TO A FORK AT A SIGN ROAD NO. 60, DUNSIRE
 TN0850'CREEK, PLUME CREEK AND SHEPARD CREEK ROAD 3, TAKE THE RIGHT
 TN0850'FORK FOR 5.1 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE
 TN0850'STRAIGHT AHEAD FOR 2.3 MILES TO A T-INTERSECTION JUST
 TN0850'AFTER CROSSING A CULVERT, TURN LEFT, WESTERLY, FOR 1.3 MILE TO A
 TN0850'FORK AT A SIGN GOOD CREEK TRAIL NO. 182, BOWEN MEADOWS
 TN0850'1-1/2 AND ELK MOUNTAIN LOOKOUT 5.  TAKE THE LEFT FORK AND GO
 TN0850'1.2 MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 0.2
 TN0850'MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.45 MILE TO A
 TN0850'FORK AND THE END OF TRUCK TRAVEL AT A SPRUCE TREE ON THE
 TN0850'RIGHT HAVING A TRIANGLE BLAZE.  THIS POINT IS ABOUT 0.05 MILE
 TN0850'BEFORE REACHING A SMALL STREAM ON THE LEFT FORK OF THE ROAD.
 TN0850'THE DISTANCE FROM THIS POINT IS 5 OR 6 MILES.  THERE IS NO
 TN0850'WATER ALONG THE TRAIL.  HORSES CAN BE TAKEN TO THE STATION.
 TN0850'PACK TO THE RIGHT TOWARDS THE SECOND TREE WITH A TRIANGLE
 TN0850'BLAZE AND FOLLOW BLAZED TREES ACROSS A LOGGED OFF AREA FOR
 TN0850'ABOUT 1/2 MILE TO A POINT WHERE THE TRAIL BECOMES PLAINLY
 TN0850'VISIBLE, CONTINUE ON THIS TRAIL SOUTHWESTERLY AND WESTERLY
 TN0850'TO THE TOP OF THE DIVIDE AND TRAIL JUNCTION AT A METAL SIGN
 TN0850'ON A TREE, (SIGN FACING OPPOSITE DIRECTION) ELK MOUNTAIN
 TN0850'3 TURN RIGHT AND FOLLOW DIM TRAIL NORTH-NORTHWESTERLY FOR
 TN0850'ABOUT 3 MILES TO THE LOOKOUT TOWER AND THE STATION.
 TN0850'APPROXIMATELY 2-1/2 HOUR HORSE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0291 ***********************************************************************
 QV0291  DESIGNATION -  ELLIS
 QV0291  PID         -  QV0291
 QV0291  STATE/COUNTY-  MT/CUSTER
 QV0291  USGS QUAD   -  BRANDENBERG NW (1971)
 QV0291
 QV0291                         *CURRENT SURVEY CONTROL
 QV0291  ___________________________________________________________________
 QV0291* NAD 83(1992)-  45 53 31.51726(N)    106 09 44.87980(W)     ADJUSTED  
 QV0291* NAVD 88     -       871.9    (meters)    2861.     (feet)  VERTCON   
 QV0291  ___________________________________________________________________
 QV0291  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 QV0291  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 QV0291
 QV0291  HORZ ORDER  -  FIRST
 QV0291
 QV0291.The horizontal coordinates were established by classical geodetic methods
 QV0291.and adjusted by the National Geodetic Survey in July 1992..
 QV0291
 QV0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0291
 QV0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0291
 QV0291.The geoid height was determined by GEOID03.
 QV0291
 QV0291;                    North         East     Units Scale Factor Converg.
 QV0291;SPC MT       -   188,004.603   858,851.823   MT  0.99958187   +2 26 29.1
 QV0291;SPC MT       -   616,813.00  2,817,755.32   iFT  0.99958187   +2 26 29.1
 QV0291;UTM  13      - 5,082,714.825   409,812.879   MT  0.99969999   -0 50 05.1
 QV0291
 QV0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0291!SPC MT       -   0.99986579  x   0.99958187  =   0.99944772
 QV0291!UTM  13      -   0.99986579  x   0.99969999  =   0.99956582
 QV0291
 QV0291|---------------------------------------------------------------------|
 QV0291| PID    Reference Object                     Distance      Geod. Az  |
 QV0291|                                                           dddmmss.s |
 QV0291| CQ6488 ELLIS RM 1                           31.349 METERS 11932     |
 QV0291| QV0046 ELLIS AZ MK                                        2254257.8 |
 QV0291| CQ6489 ELLIS RM 2                           18.270 METERS 32954     |
 QV0291|---------------------------------------------------------------------|
 QV0291
 QV0291                          SUPERSEDED SURVEY CONTROL
 QV0291
 QV0291  NAD 83(1986)-  45 53 31.49538(N)    106 09 44.85825(W) AD(       ) 1
 QV0291  NAD 27      -  45 53 31.49100(N)    106 09 42.84100(W) AD(       ) 1
 QV0291  NGVD 29 (07/19/86)  871.2    (m)         2858.     (f) VERT ANG       
 QV0291
 QV0291.Superseded values are not recommended for survey control.
 QV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0291.See file dsdata.txt to determine how the superseded data were derived.
 QV0291
 QV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL0981382715(NAD 83)
 QV0291_MARKER: DS = TRIANGULATION STATION DISK
 QV0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0291
 QV0291  HISTORY     - Date     Condition        Report By
 QV0291  HISTORY     - 1934     MONUMENTED       CGS
 QV0291  HISTORY     - 1971     GOOD             USGS
 QV0291
 QV0291                          STATION DESCRIPTION
 QV0291
 QV0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0291'THE STATION IS LOCATED ON A SMALL BUTTE, HIGHEST IN THE VICINITY,
 QV0291'ABOUT 1/4 MILE EAST OF THE ASHLAND-MILES CITY ROAD AND ABOUT
 QV0291'3/4 MILE NORTHEAST OF THE HAROLD POPE RANCH.  THIS POINT IS
 QV0291'ABOUT 3 MILES NORTHEAST OF BRANDENBERG POST OFFICE, 3/4 MILE
 QV0291'EAST OF THE TONGUE RIVER, AND 1/2 MILE SOUTH OF THE MOUTH OF
 QV0291'LISCOM CREEK.
 QV0291'
 QV0291'THE STATION MAY BE REACHED FROM THE BRANDENBERG POST OFFICE,
 QV0291'BY GOING NORTH ON THE MILES CITY ROAD, (FROM THE CROSSROADS ABOUT
 QV0291'1/4 MILE EAST OF THE POST OFFICE), 2.8 MILES TO A POINT ON THE
 QV0291'ROAD LEFT OF A SMALL WHITE HOUSE OCCUPIED BY HAROLD POPE.  TURN
 QV0291'TO THE RIGHT, EAST, THROUGH A WIRE GATE OPPOSITE THE POPE HOUSE
 QV0291'AND GO EAST ON A DIM ROAD 0.2 MILE TO THE EAST END OF A DEEP
 QV0291'WASH AT THE LEFT.  TURN TO THE LEFT OR NORTH AND DRIVE ACROSS
 QV0291'COUNTRY 0.5 MILE TO AN EAST-AND-WEST FENCE.  THIS IS THE END
 QV0291'OF TRUCK TRAVEL, FOR THOUGH THE GRADE TO THE STATION IS EASY,
 QV0291'IT IS ADVISABLE TO WALK THE SHORT DISTANCE TO THE STATION
 QV0291'RATHER THAN TAKE THE FENCE DOWN.  STATION IS ABOUT 0.1 MILE
 QV0291'NORTH OF THE FENCE AT THE HIGHEST POINT OF HILL.
 QV0291'
 QV0291'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QV0291'BRONZE DISKS SET IN CONCRETE.
 QV0291'
 QV0291'REFERENCE MARK NO. 1 IS EAST OF THE STATION.
 QV0291'
 QV0291'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.
 QV0291'
 QV0291'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION.  IT IS
 QV0291'25 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.0 FEET EAST OF A
 QV0291'NORTH-AND-SOUTH FENCE, AND 4.0 FEET NORTH OF NORTH GATEPOST IN
 QV0291'WIRE GATE IN THE SAME FENCE, WHICH IS OPPOSITE THE HAROLD POPE
 QV0291'RANCH.
 QV0291'
 QV0291'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QV0291
 QV0291                          STATION RECOVERY (1971)
 QV0291
 QV0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 QV0291'TO REACH FROM THE TONGUE RIVER ROAD AT ITS JCT. WITH THE
 QV0291'LISCOM CREEK ROAD, APPROX. 33 MILES UP TONGUE RIVER FROM ITS
 QV0291'JCT. WITH U.S. 312, CONTINUE SW. 1.3 MILES (PASSING LEE RHEA
 QV0291'RANCH ON RIGHT, LAND OWNER) TO GATE ON LEFT, TURN LEFT FOLLOW
 QV0291'TRACK 0.3 MI.  STATION IS ON TOP 0.1 MILE SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0046 ***********************************************************************
 QV0046  DESIGNATION -  ELLIS AZ MK
 QV0046  PID         -  QV0046
 QV0046  STATE/COUNTY-  MT/CUSTER
 QV0046  USGS QUAD   -  BRANDENBERG NW (1971)
 QV0046
 QV0046                         *CURRENT SURVEY CONTROL
 QV0046  ___________________________________________________________________
 QV0046* NAD 83(1986)-  45 53 14.     (N)    106 10 09.     (W)     SCALED    
 QV0046* NAVD 88     -       832.314  (meters)    2730.68   (feet)  ADJUSTED  
 QV0046  ___________________________________________________________________
 QV0046  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 QV0046  DYNAMIC HT  -         832.182 (meters)    2730.25  (feet)  COMP
 QV0046  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 QV0046
 QV0046  VERT ORDER  -  SECOND    CLASS 0
 QV0046
 QV0046.The horizontal coordinates were scaled from a topographic map and have
 QV0046.an estimated accuracy of +/- 6 seconds.
 QV0046
 QV0046.The orthometric height was determined by differential leveling
 QV0046.and adjusted by the National Geodetic Survey in June 1991..
 QV0046
 QV0046.The geoid height was determined by GEOID03.
 QV0046
 QV0046.The dynamic height is computed by dividing the NAVD 88
 QV0046.geopotential number by the normal gravity value computed on the
 QV0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0046.degrees latitude (g = 980.6199 gals.).
 QV0046
 QV0046.The modeled gravity was interpolated from observed gravity values.
 QV0046
 QV0046;                    North         East    Units  Estimated Accuracy
 QV0046;SPC MT       -   187,440.      858,360.      MT  (+/- 180 meters Scaled)
 QV0046
 QV0046                          SUPERSEDED SURVEY CONTROL
 QV0046
 QV0046  NGVD 29 (??/??/92)  831.67   (m)         2728.6    (f) COMPUTED    2 0
 QV0046
 QV0046.Superseded values are not recommended for survey control.
 QV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0046.See file dsdata.txt to determine how the superseded data were derived.
 QV0046
 QV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL092821(NAD 83)
 QV0046_MARKER: DZ = AZIMUTH MARK DISK
 QV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0046_STAMPING: ELLIS AZIMUTH
 QV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0046+STABILITY: SURFACE MOTION
 QV0046
 QV0046  HISTORY     - Date     Condition        Report By
 QV0046  HISTORY     - 1934     MONUMENTED       CGS
 QV0046  HISTORY     - 1937     GOOD             NGS
 QV0046
 QV0046                          STATION DESCRIPTION
 QV0046
 QV0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0046'17.8 MI SW FROM GARLAND.
 QV0046'17.8 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO ASHLAND FROM THE
 QV0046'POST OFFICE AT GARLAND, CUSTER COUNTY, 1.1 MILES SOUTH OF A STEEL
 QV0046'BRIDGE OVER A CREEK, 100 YARDS EAST OF A SMALL RANCH HOUSE, AT THE
 QV0046'RANCH ENTRANCE GATE, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, 6
 QV0046'FEET NORTHEAST OF A SOUTHWEST CORNER POST, AND 1-1/2 FEET LOWER THAN
 QV0046'THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED ELLIS AZIMUTH AND
 QV0046'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0318 ***********************************************************************
 QU0318  DESIGNATION -  ELMHURST
 QU0318  PID         -  QU0318
 QU0318  STATE/COUNTY-  MT/CUSTER
 QU0318  USGS QUAD   -  MAXWELL BUTTE (1973)
 QU0318
 QU0318                         *CURRENT SURVEY CONTROL
 QU0318  ___________________________________________________________________
 QU0318* NAD 83(1992)-  45 54 46.42044(N)    105 16 58.18722(W)     ADJUSTED  
 QU0318* NAVD 88     -      1136.3    (meters)    3728.     (feet)  VERTCON   
 QU0318  ___________________________________________________________________
 QU0318  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 QU0318  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 QU0318
 QU0318  HORZ ORDER  -  FIRST
 QU0318
 QU0318.The horizontal coordinates were established by classical geodetic methods
 QU0318.and adjusted by the National Geodetic Survey in July 1992..
 QU0318
 QU0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0318
 QU0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0318
 QU0318.The geoid height was determined by GEOID03.
 QU0318
 QU0318;                    North         East     Units Scale Factor Converg.
 QU0318;SPC MT       -   193,602.716   926,891.086   MT  0.99957493   +3 05 05.6
 QU0318;SPC MT       -   635,179.51  3,040,981.25   iFT  0.99957493   +3 05 05.6
 QU0318;UTM  13      - 5,084,408.441   478,065.498   MT  0.99960591   -0 12 11.3
 QU0318
 QU0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0318!SPC MT       -   0.99982439  x   0.99957493  =   0.99939940
 QU0318!UTM  13      -   0.99982439  x   0.99960591  =   0.99943037
 QU0318
 QU0318|---------------------------------------------------------------------|
 QU0318| PID    Reference Object                     Distance      Geod. Az  |
 QU0318|                                                           dddmmss.s |
 QU0318| CQ8325 ELMHURST RM 1                         5.480 METERS 09823     |
 QU0318| CQ8324 ELMHURST AZ MK                                     1101941.2 |
 QU0318| CQ8326 ELMHURST RM 2                         6.500 METERS 19106     |
 QU0318|---------------------------------------------------------------------|
 QU0318
 QU0318                          SUPERSEDED SURVEY CONTROL
 QU0318
 QU0318  NAD 83(1986)-  45 54 46.39957(N)    105 16 58.16086(W) AD(       ) 1
 QU0318  NAD 27      -  45 54 46.39700(N)    105 16 56.22500(W) AD(       ) 1
 QU0318  NGVD 29 (07/19/86) 1135.7    (m)         3726.     (f) VERT ANG       
 QU0318
 QU0318.Superseded values are not recommended for survey control.
 QU0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0318.See file dsdata.txt to determine how the superseded data were derived.
 QU0318
 QU0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL7806584408(NAD 83)
 QU0318_MARKER: DS = TRIANGULATION STATION DISK
 QU0318_SETTING: 0 = UNSPECIFIED SETTING
 QU0318
 QU0318  HISTORY     - Date     Condition        Report By
 QU0318  HISTORY     - 1949     MONUMENTED       CGS
 QU0318
 QU0318                          STATION DESCRIPTION
 QU0318
 QU0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 QU0318'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF THE POWDERVILLE
 QU0318'POST OFFICE, 8 MILES NORTH OF THE POWDER RIVER, ALONG THE
 QU0318'WESTERN EDGE OF A HIGH BUTTE, AND ON PROPERTY OWNED BY MR.
 QU0318'COLE OF MILES CITY.  THE BUTTE IS THE HIGHEST ONE IN THE
 QU0318'NEAR VICINITY AND IS SURROUNDED AT ITS SLOPES BY SCATTERED
 QU0318'PINE TREES.
 QU0318'
 QU0318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10,
 QU0318'12, AND 212 IN THE EASTERN EDGE OF MILES CITY, GO SOUTHEAST
 QU0318'ON HIGHWAY 212 FOR 30.2 MILES TO THE POWDERVILLE ROAD ON THE
 QU0318'LEFT, TURN LEFT, EAST, AND FOLLOW THE POWDERVILLE ROAD FOR
 QU0318'23.6 MILES TO A SIDE ROAD AND A WHITE SCHOOL BUILDING ON
 QU0318'THE LEFT, TURN LEFT, NORTH, AND FOLLOW A BLADED DIRT ROAD FOR
 QU0318'4.3 MILES TO A FORK, (A RANCH HOUSE IS LOCATED ABOUT 1/4
 QU0318'MILE STRAIGHT AHEAD) TAKE THE RIGHT FORK, WESTERLY, FOR
 QU0318'0.15 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 QU0318'WESTERLY FOR 0.65 MILE TO TRACK ROAD TO THE LEFT, TURN LEFT,
 QU0318'SOUTHERLY, AND GO 1.1 MILES TO A GATE, PASS THROUGH THE GATE
 QU0318'AND GO 0.15 MILE TO ANOTHER GATE, PASS THROUGH THIS GATE AND
 QU0318'FOLLOW A DIM TRACK ROAD SOUTHEASTERLY FOR 1.4 MILES TO
 QU0318'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEASTERLY
 QU0318'FOR 0.6 MILE TO THE END OF THE TRACK ROAD AT THE BASE OF THE
 QU0318'BUTTE.  FROM HERE PACK SOUTHEASTERLY UP THE BUTTE FOR 30
 QU0318'MINUTES TO THE STATION SITE.
 QU0318'
 QU0318'THE STATION MARK IS A STANDARD DISK BRAZED TO A SECTION OF
 QU0318'2-INCH IRON PIPE, STAMPED ELMHURST 1949, AND PROJECTING
 QU0318'4 INCHES.
 QU0318'
 QU0318'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO A SECTION
 QU0318'OF 2-INCH IRON PIPE, STAMPED ELMHURST NO 1 1949, AND PROJECTING
 QU0318'4 INCHES.
 QU0318'
 QU0318'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO A SECTION
 QU0318'OF 2-INCH IRON PIPE, STAMPED ELMHURST NO 2 1949, AND PROJECTING
 QU0318'4 INCHES.
 QU0318'
 QU0318'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE EAST-SOUTHEAST OF
 QU0318'THE STATION, 18 FEET WEST OF A TRACK ROAD, AND 4 FEET SOUTH
 QU0318'OF A WITNESS POST.  THE MARK IS A STANDARD DISK BRAZED TO
 QU0318'A SECTION OF 2-INCH IRON PIPE, STAMPED ELMHURST 1949, AND
 QU0318'PROJECTING 4 INCHES.
 QU0318'
 QU0318'ANDERSON, LOVETTS, LANCE, ONEILL, SHAW, AND LOVE ARE VISIBLE
 QU0318'FROM THE GROUND AT ELMHURST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0952 ***********************************************************************
 SU0952  DESIGNATION -  ELMO
 SU0952  PID         -  SU0952
 SU0952  STATE/COUNTY-  MT/LAKE
 SU0952  USGS QUAD   -  IRVINE LOOKOUT TOWER (1964)
 SU0952
 SU0952                         *CURRENT SURVEY CONTROL
 SU0952  ___________________________________________________________________
 SU0952* NAD 83(1992)-  47 51 06.82115(N)    114 25 58.33980(W)     ADJUSTED  
 SU0952* NAVD 88     -      1598.     (meters)    5243.     (feet)  SCALED    
 SU0952  ___________________________________________________________________
 SU0952  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 SU0952  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 SU0952
 SU0952  HORZ ORDER  -  FIRST
 SU0952
 SU0952.The horizontal coordinates were established by classical geodetic methods
 SU0952.and adjusted by the National Geodetic Survey in July 1992..
 SU0952
 SU0952.The orthometric height was scaled from a topographic map.
 SU0952
 SU0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0952
 SU0952.The geoid height was determined by GEOID03.
 SU0952
 SU0952;                    North         East     Units Scale Factor Converg.
 SU0952;SPC MT       -   411,851.427   231,258.701   MT  0.99950010   -3 36 30.3
 SU0952;SPC MT       - 1,351,218.59    758,722.77   iFT  0.99950010   -3 36 30.3
 SU0952;UTM  11      - 5,303,029.807   692,037.332   MT  1.00005318   +1 54 14.0
 SU0952
 SU0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0952!SPC MT       -   0.99975201  x   0.99950010  =   0.99925224
 SU0952!UTM  11      -   0.99975201  x   1.00005318  =   0.99980518
 SU0952
 SU0952|---------------------------------------------------------------------|
 SU0952| PID    Reference Object                     Distance      Geod. Az  |
 SU0952|                                                           dddmmss.s |
 SU0952| CH7309 ELMO RM 1                             7.854 METERS 03413     |
 SU0952| CH7310 ELMO RM 2                            15.825 METERS 11432     |
 SU0952| CH7308 ELMO AZ MK                                         1760701.1 |
 SU0952| SU0975 BASSOO PEAK LOOKOUT TOWER           APPROX.26.6 KM 2695831.5 |
 SU0952| SU0951 HOG HEAVEN LOOKOUT TOWER             42.108 METERS 34052     |
 SU0952|---------------------------------------------------------------------|
 SU0952
 SU0952                          SUPERSEDED SURVEY CONTROL
 SU0952
 SU0952  NAD 83(1986)-  47 51 06.83253(N)    114 25 58.32859(W) AD(       ) 1
 SU0952  NAD 27      -  47 51 07.04852(N)    114 25 54.86788(W) AD(       ) 1
 SU0952
 SU0952.Superseded values are not recommended for survey control.
 SU0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0952.See file dsdata.txt to determine how the superseded data were derived.
 SU0952
 SU0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP9203703030(NAD 83)
 SU0952_MARKER: Z = SEE DESCRIPTION
 SU0952_SETTING: 0 = UNSPECIFIED SETTING
 SU0952
 SU0952  HISTORY     - Date     Condition        Report By
 SU0952  HISTORY     - 1940     MONUMENTED       CGS
 SU0952  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SU0952  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SU0952
 SU0952                          STATION DESCRIPTION
 SU0952
 SU0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0952'STATION IS ABOUT 9.5 MILES WSW OF DAYTON, 4.5 MILES WNW OF
 SU0952'ELMO AND 17 MILES NW OF POLSON.  IT IS ABOUT 136 FEET S OF
 SU0952'THE HIGHEST PART OF A LARGE TIMBERED HILL, NEAR THE SW END OF
 SU0952'A LONG RIDGE EXTENDING NE AND SW.  THE STATION IS 26.4 FEET S
 SU0952'OF THE SE CORNER OF A LOG CABIN AND 136.46 FEET S OF THE
 SU0952'CENTER OF HOG HEAVEN LOOKOUT.  IT IS A STANDARD BRONZE DISK
 SU0952'SET IN BEDROCK, 12 INCHES BELOW THE SURFACE OF THE GROUND
 SU0952'AND IS STAMPED ELMO 1940.
 SU0952'
 SU0952'REFERENCE MARK NO. 1 IS ABOUT 2 FEET HIGHER THAN THE STATION
 SU0952'AND 15 FEET SE OF THE SE CORNER OF A LOG CABIN.  IT IS A
 SU0952'STANDARD BRONZE DISK FASTENED TO THE TOP OF A 2-INCH IRON
 SU0952'PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS STAMPED
 SU0952'ELMO NO. 1, 1940.
 SU0952'
 SU0952'REFERENCE MARK NO. 2 IS ABOUT 1-1/2 METERS LOWER THAN THE STATION
 SU0952'AND ABOUT 25 FEET W OF WHERE THE HILL BREAKS SHARPLY TO THE
 SU0952'E.  IT IS A STANDARD BRONZE DISK FASTENED TO THE TOP OF A
 SU0952'2-INCH IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND.
 SU0952'IT IS STAMPED ELMO NO. 2, 1940.
 SU0952'
 SU0952'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE
 SU0952'CONCRETE MONUMENT 50 FEET N OF THE CENTER LINE OF STATE
 SU0952'HIGHWAY 28 AND 4.0 MILES W OF THE JUNCTION OF STATE HIGHWAY
 SU0952'28 AND U.S. HIGHWAY 93.  IT IS ON THE ROAD RIGHT-OF-WAY, 1
 SU0952'FOOT S OF THE N FENCE LINE.  THE MARK PROJECTS 5 INCHES AND
 SU0952'IS STAMPED ELMO 1940.  THERE IS A WHITE REFERENCE POST 5 FEET
 SU0952'E OF THE MARK.
 SU0952'
 SU0952'TO REACH THE STATION FROM ELMO GO N ON U.S. HIGHWAY 93 FOR
 SU0952'0.5 MILE TO A Y-INTERSECTION WITH STATE HIGHWAY 28, WHERE THE
 SU0952'W LEG OF THE Y STRIKES STATE HIGHWAY 28, THERE IS A DIRT
 SU0952'ROAD LEADING NW.  FROM HERE THE AZIMUTH MARK IS 4.0 MILES
 SU0952'W ON THE N SIDE OF STATE HIGHWAY 28.  TO CONTINUE TO THE STATION,
 SU0952'TAKE THE DIRT ROAD NW FOR 4.0 MILES TO A FORK.  TAKE LEFT FORK,
 SU0952'(NW) FOR 2.6 MILES TO ANOTHER FORK.  TAKE RIGHT FORK,
 SU0952'CONTINUING NW FOR 0.6 MILES TO HOG HEAVEN LOOKOUT AND STATION.
 SU0952
 SU0952                          STATION RECOVERY (1956)
 SU0952
 SU0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SU0952'STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 SU0952'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND LOOSE IN THE
 SU0952'GROUND.
 SU0952'
 SU0952'TO REACH FROM THE INTERSECTION OF HIGHWAYS 93 AND 28, GO
 SU0952'NORTHERLY ALONG ROAD UP POWER LINE FOR 3.0 MILES TO TOP OF
 SU0952'RIDGE AND FORK IN ROAD, TAKE LEFT FORK ALONG RIDGE TO THE
 SU0952'WEST FOR 4.0 MILES TO A DIM FORK LEFT, TAKE DIM FORK LEFT
 SU0952'FOR 0.3 MILE TO CLEARED AREA AND THE STATION.
 SU0952'
 SU0952'THE STATION MARK IS A STANDARD DISK STAMPED ELMO 1940 SET
 SU0952'IN CONCRETE 1 FOOT BELOW THE GROUND.
 SU0952'
 SU0952'R.M. 1 IS A STANDARD DISK STAMPED ELMO NO. 1 1940.  R.M. 2
 SU0952'IS A STANDARD DISK STAMPED ELMO NO. 2 1940.  THE AZIMUTH MARK
 SU0952'IS A STANDARD DISK STAMPED ELMO 1940.
 SU0952
 SU0952                          STATION RECOVERY (1961)
 SU0952
 SU0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 SU0952'STATION AND MARKS WERE RECOVERED.  A COMPLETE NEW DESCRIPTION
 SU0952'FOLLOWS.
 SU0952'
 SU0952'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHWEST OF DAYTON,
 SU0952'4.5 MILE SOUTHWEST OF ELMO AND 17 MILES NORTHWEST OF POLSON.
 SU0952'IT IS ABOUT 136 FEET SOUTH OF THE HIGHEST PART OF A LARGE
 SU0952'TIMBERED HILL, NEAR THE SOUTHWEST END OF A LONG RIDGE EXTENDING
 SU0952'NORTHEAST AND SOUTHWEST.
 SU0952'
 SU0952'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 93
 SU0952'AND STATE HIGHWAY NO. 28 IN ELMO, GO WEST ON STATE HIGHWAY
 SU0952'NO. 28 FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 SU0952'NORTHWESTERLY ON A TRACK ROAD FOR 0.1 MILE TO A GATE IN THE
 SU0952'NORTHWEST CORNER OF A FENCE.  PASS THROUGH THE GATE AND CONTINUE
 SU0952'NORTHWESTERLY ON THE TRACK ROAD FOR 0.7 MILE TO A GATE IN AN
 SU0952'EAST-WEST FENCE LINE.  PASS THROUGH THE GATE AND CONTINUE
 SU0952'NORTHWESTERLY ON THE TRACK ROAD FOR 2.3 MILES TO A GATE IN AN
 SU0952'EAST-WEST FENCE LINE.  PASS THROUGH THE GATE AND CONTINUE
 SU0952'NORTHWESTERLY ON THE TRACK ROAD FOR 4.6 MILES TO A DIM FORK
 SU0952'ON THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON THE DIM
 SU0952'ROAD FOR 0.2 MILES TO THE TOP OT THE MOUNTAIN AND THE
 SU0952'STATION.
 SU0952'
 SU0952'STATION MARK, A STANDARD DISK STAMPED ELMO 1940, IS SET IN
 SU0952'BEDROCK 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 136.46
 SU0952'FEET SOUTH OF THE CENTER OF HOG HAVEN LOOKOUT TOWER, 2.0
 SU0952'FEET EAST OF STEEL WITNESS POST.
 SU0952'
 SU0952'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELMO NO 1 1940,
 SU0952'IS FASTENED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS
 SU0952'10 INCHES.
 SU0952'
 SU0952'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELMO NO 2 1940,
 SU0952'IS FASTENED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS
 SU0952'10 INCHES.  IT IS 168 FEET SOUTHEAST OF NORTHEAST LEG OF
 SU0952'HOG HAVEN LOOKOUT TOWER.
 SU0952'
 SU0952'AZIMUTH MARK, A STANDARD DISK STAMPED ELMO 1940, IS SET IN
 SU0952'A CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 50 FEET
 SU0952'NORTH OF THE CENTER LINE OF STATE HIGHWAY NO. 28, 5 FEET WEST
 SU0952'OF A WHITE WITNESS POST.
 SU0952'
 SU0952'HEIGHT OF MIRROR ABOVE STATION MARK 0.82 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0047 ***********************************************************************
 TM0047  DESIGNATION -  EM 1
 TM0047  PID         -  TM0047
 TM0047  STATE/COUNTY-  MT/PONDERA
 TM0047  USGS QUAD   -  DUPUYER WEST (1968)
 TM0047
 TM0047                         *CURRENT SURVEY CONTROL
 TM0047  ___________________________________________________________________
 TM0047* NAD 83(1986)-  48 14 14.     (N)    112 31 55.     (W)     SCALED    
 TM0047* NAVD 88     -      1228.091  (meters)    4029.16   (feet)  ADJUSTED  
 TM0047  ___________________________________________________________________
 TM0047  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 TM0047  DYNAMIC HT  -        1228.035 (meters)    4028.98  (feet)  COMP
 TM0047  MODELED GRAV-     980,522.8   (mgal)                       NAVD 88
 TM0047
 TM0047  VERT ORDER  -  SECOND    CLASS 0
 TM0047
 TM0047.The horizontal coordinates were scaled from a topographic map and have
 TM0047.an estimated accuracy of +/- 6 seconds.
 TM0047
 TM0047.The orthometric height was determined by differential leveling
 TM0047.and adjusted by the National Geodetic Survey in June 1991..
 TM0047
 TM0047.The geoid height was determined by GEOID03.
 TM0047
 TM0047.The dynamic height is computed by dividing the NAVD 88
 TM0047.geopotential number by the normal gravity value computed on the
 TM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0047.degrees latitude (g = 980.6199 gals.).
 TM0047
 TM0047.The modeled gravity was interpolated from observed gravity values.
 TM0047
 TM0047;                    North         East    Units  Estimated Accuracy
 TM0047;SPC MT       -   447,420.      374,920.      MT  (+/- 180 meters Scaled)
 TM0047
 TM0047                          SUPERSEDED SURVEY CONTROL
 TM0047
 TM0047  NGVD 29 (??/??/92) 1227.005  (m)         4025.60   (f) ADJ UNCH    2 0
 TM0047
 TM0047.Superseded values are not recommended for survey control.
 TM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0047.See file dsdata.txt to determine how the superseded data were derived.
 TM0047
 TM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU862438(NAD 83)
 TM0047_MARKER: DD = SURVEY DISK
 TM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0047_STAMPING: 4025 EM 1 1934
 TM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0047+STABILITY: SURFACE MOTION
 TM0047
 TM0047  HISTORY     - Date     Condition        Report By
 TM0047  HISTORY     - 1934     MONUMENTED       USGS
 TM0047  HISTORY     - 1937     GOOD             NGS
 TM0047
 TM0047                          STATION DESCRIPTION
 TM0047
 TM0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 TM0047'3.6 MI N FROM DUPUYER.
 TM0047'3.6 MILES NORTH ALONG U. S. HIGHWAY 89 FROM DUPUYER, PONDERA COUNTY,
 TM0047'ON THE TOP OF A SMALL KNOLL, 100 YARDS SOUTHEAST OF BENCH MARK K 113
 TM0047'DESCRIBED BELOW, AND 85 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 TM0047'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4025 EM 1 1934
 TM0047'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0051 ***********************************************************************
 TM0051  DESIGNATION -  EM 2
 TM0051  PID         -  TM0051
 TM0051  STATE/COUNTY-  MT/PONDERA
 TM0051  USGS QUAD   -  ROBERE (1968)
 TM0051
 TM0051                         *CURRENT SURVEY CONTROL
 TM0051  ___________________________________________________________________
 TM0051* NAD 83(1986)-  48 16 25.     (N)    112 31 57.     (W)     SCALED    
 TM0051* NAVD 88     -      1195.777  (meters)    3923.14   (feet)  ADJUSTED  
 TM0051  ___________________________________________________________________
 TM0051  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 TM0051  DYNAMIC HT  -        1195.737 (meters)    3923.01  (feet)  COMP
 TM0051  MODELED GRAV-     980,536.0   (mgal)                       NAVD 88
 TM0051
 TM0051  VERT ORDER  -  SECOND    CLASS 0
 TM0051
 TM0051.The horizontal coordinates were scaled from a topographic map and have
 TM0051.an estimated accuracy of +/- 6 seconds.
 TM0051
 TM0051.The orthometric height was determined by differential leveling
 TM0051.and adjusted by the National Geodetic Survey in June 1991..
 TM0051
 TM0051.The geoid height was determined by GEOID03.
 TM0051
 TM0051.The dynamic height is computed by dividing the NAVD 88
 TM0051.geopotential number by the normal gravity value computed on the
 TM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0051.degrees latitude (g = 980.6199 gals.).
 TM0051
 TM0051.The modeled gravity was interpolated from observed gravity values.
 TM0051
 TM0051;                    North         East    Units  Estimated Accuracy
 TM0051;SPC MT       -   451,460.      375,040.      MT  (+/- 180 meters Scaled)
 TM0051
 TM0051                          SUPERSEDED SURVEY CONTROL
 TM0051
 TM0051  NGVD 29 (??/??/92) 1194.696  (m)         3919.60   (f) ADJ UNCH    2 0
 TM0051
 TM0051.Superseded values are not recommended for survey control.
 TM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0051.See file dsdata.txt to determine how the superseded data were derived.
 TM0051
 TM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU862478(NAD 83)
 TM0051_MARKER: DB = BENCH MARK DISK
 TM0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0051_STAMPING: 3919 EM 2 1934
 TM0051_MARK LOGO: USGS  
 TM0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0051+STABILITY: SURFACE MOTION
 TM0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0051+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1997
 TM0051
 TM0051  HISTORY     - Date     Condition        Report By
 TM0051  HISTORY     - 1934     MONUMENTED       USGS
 TM0051  HISTORY     - 1937     GOOD             NGS
 TM0051  HISTORY     - 19970602 GOOD             MTDOT
 TM0051
 TM0051                          STATION DESCRIPTION
 TM0051
 TM0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 TM0051'6.2 MI NW FROM DUPUYER.
 TM0051'6.2 MILES NORTHWEST ALONG U. S. HIGHWAY 89 FROM DUPUYER, PONDERA
 TM0051'COUNTY, 0.2 MILE NORTH OF BENCH MARK L 113 DESCRIBED ABOVE, ON THE TOP
 TM0051'OF A SMALL HILL, 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 TM0051'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 TM0051'SURVEY STANDARD DISK, STAMPED EM 2 1934 AND SET IN THE TOP OF A
 TM0051'CONCRETE POST.
 TM0051
 TM0051                          STATION RECOVERY (1997)
 TM0051
 TM0051'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TM0051'5.6 MI (9.0 KM) NORTH ALONG U.S.  HIGHWAY 89, FROM THE DUPUYER POST
 TM0051'OFFICE, TO MILEPOST 81, CONTINUE NORTH FOR 0.65 MI (1.05 KM) TO THE
 TM0051'TOP OF A RISE AND THE MARK ON THE RIGHT, 54.0 FT (16.5 M) EAST OF THE
 TM0051'CENTER OF THE HIGHWAY AND 4.0 FT (1.2 M) EAST OF A FENCE.  THE MARK IS
 TM0051'0.15 MI (0.24 KM) NORTH OF BENCH MARK L 113.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0052 ***********************************************************************
 TM0052  DESIGNATION -  EM 3
 TM0052  PID         -  TM0052
 TM0052  STATE/COUNTY-  MT/PONDERA
 TM0052  USGS QUAD   -  ROBERE (1968)
 TM0052
 TM0052                         *CURRENT SURVEY CONTROL
 TM0052  ___________________________________________________________________
 TM0052* NAD 83(1986)-  48 18 46.     (N)    112 31 54.     (W)     SCALED    
 TM0052* NAVD 88     -      1184.166  (meters)    3885.05   (feet)  ADJUSTED  
 TM0052  ___________________________________________________________________
 TM0052  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 TM0052  DYNAMIC HT  -        1184.141 (meters)    3884.97  (feet)  COMP
 TM0052  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 TM0052
 TM0052  VERT ORDER  -  SECOND    CLASS 0
 TM0052
 TM0052.The horizontal coordinates were scaled from a topographic map and have
 TM0052.an estimated accuracy of +/- 6 seconds.
 TM0052
 TM0052.The orthometric height was determined by differential leveling
 TM0052.and adjusted by the National Geodetic Survey in June 1991..
 TM0052
 TM0052.The geoid height was determined by GEOID03.
 TM0052
 TM0052.The dynamic height is computed by dividing the NAVD 88
 TM0052.geopotential number by the normal gravity value computed on the
 TM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0052.degrees latitude (g = 980.6199 gals.).
 TM0052
 TM0052.The modeled gravity was interpolated from observed gravity values.
 TM0052
 TM0052;                    North         East    Units  Estimated Accuracy
 TM0052;SPC MT       -   455,810.      375,270.      MT  (+/- 180 meters Scaled)
 TM0052
 TM0052                          SUPERSEDED SURVEY CONTROL
 TM0052
 TM0052  NGVD 29 (??/??/92) 1183.088  (m)         3881.51   (f) ADJ UNCH    2 0
 TM0052
 TM0052.Superseded values are not recommended for survey control.
 TM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0052.See file dsdata.txt to determine how the superseded data were derived.
 TM0052
 TM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU864521(NAD 83)
 TM0052_MARKER: DB = BENCH MARK DISK
 TM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0052_STAMPING: EM 3 1934
 TM0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0052+STABILITY: SURFACE MOTION
 TM0052
 TM0052  HISTORY     - Date     Condition        Report By
 TM0052  HISTORY     - 1934     MONUMENTED       USGS
 TM0052  HISTORY     - 1937     GOOD             NGS
 TM0052
 TM0052                          STATION DESCRIPTION
 TM0052
 TM0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 TM0052'8.9 MI NW FROM DUPUYER.
 TM0052'8.9 MILES NORTHWEST ALONG U. S. HIGHWAY 89 FROM DUPUYER, PONDERA
 TM0052'COUNTY, AT THE INTERSECTION OF THE ROAD LEADING TO VALIER, 91 YARDS
 TM0052'SOUTHEAST OF THE INTERSECTION OF THE NORTH LEG OF THE WYE, 40 FEET
 TM0052'NORTH OF THE CONVERGENCE OF THE TWO FORKS OF THE WYE, AND 4 FEET SOUTH
 TM0052'OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TM0052'DISK, STAMPED EM 3 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0087 ***********************************************************************
 TJ0087  DESIGNATION -  EMERGENCY 4
 TJ0087  PID         -  TJ0087
 TJ0087  STATE/COUNTY-  MT/MCCONE
 TJ0087  USGS QUAD   -  FORT PECK (1972)
 TJ0087
 TJ0087                         *CURRENT SURVEY CONTROL
 TJ0087  ___________________________________________________________________
 TJ0087* NAD 83(1986)-  48 00 29.     (N)    106 23 55.     (W)     SCALED    
 TJ0087* NAVD 88     -       692.785  (meters)    2272.91   (feet)  ADJUSTED  
 TJ0087  ___________________________________________________________________
 TJ0087  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0087  DYNAMIC HT  -         692.844 (meters)    2273.11  (feet)  COMP
 TJ0087  MODELED GRAV-     980,674.2   (mgal)                       NAVD 88
 TJ0087
 TJ0087  VERT ORDER  -  FIRST     CLASS II
 TJ0087
 TJ0087.The horizontal coordinates were scaled from a topographic map and have
 TJ0087.an estimated accuracy of +/- 6 seconds.
 TJ0087
 TJ0087.The orthometric height was determined by differential leveling
 TJ0087.and adjusted by the National Geodetic Survey in June 1991..
 TJ0087
 TJ0087.The geoid height was determined by GEOID03.
 TJ0087
 TJ0087.The dynamic height is computed by dividing the NAVD 88
 TJ0087.geopotential number by the normal gravity value computed on the
 TJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0087.degrees latitude (g = 980.6199 gals.).
 TJ0087
 TJ0087.The modeled gravity was interpolated from observed gravity values.
 TJ0087
 TJ0087;                    North         East    Units  Estimated Accuracy
 TJ0087;SPC MT       -   422,170.      831,240.      MT  (+/- 180 meters Scaled)
 TJ0087
 TJ0087                          SUPERSEDED SURVEY CONTROL
 TJ0087
 TJ0087  NGVD 29 (??/??/92)  692.157  (m)         2270.85   (f) ADJ UNCH    1 2
 TJ0087
 TJ0087.Superseded values are not recommended for survey control.
 TJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0087.See file dsdata.txt to determine how the superseded data were derived.
 TJ0087
 TJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP956181(NAD 83)
 TJ0087_MARKER: DD = SURVEY DISK
 TJ0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0087_SP_SET: BUILDING
 TJ0087_STAMPING: EMERG 4 2270.905
 TJ0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0087
 TJ0087  HISTORY     - Date     Condition        Report By
 TJ0087  HISTORY     - UNK      MONUMENTED       DOD
 TJ0087  HISTORY     - 1948     GOOD             NGS
 TJ0087
 TJ0087                          STATION DESCRIPTION
 TJ0087
 TJ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0087'IN FORT PECK.
 TJ0087'AT FORT PECK, AT THE EAST END OF THE FORT PECK DAM, AT EMERGENCY SHAFT
 TJ0087'BUILDING FOUR, 12.1 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 TJ0087'0.5 FOOT SOUTH OF THE NORTH EDGE OF AND SET IN THE TOP OF A CONCRETE
 TJ0087'DOOR SILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0941 ***********************************************************************
 TM0941  DESIGNATION -  EMERY HILL LOOKOUT
 TM0941  PID         -  TM0941
 TM0941  STATE/COUNTY-  MT/FLATHEAD
 TM0941  USGS QUAD   -  WEST GLACIER (1994)
 TM0941
 TM0941                         *CURRENT SURVEY CONTROL
 TM0941  ___________________________________________________________________
 TM0941* NAD 83(1992)-  48 23 39.99371(N)    113 55 59.22111(W)     ADJUSTED  
 TM0941* NAVD 88     -                                                        
 TM0941  ___________________________________________________________________
 TM0941  LAPLACE CORR-          11.76  (seconds)                    DEFLEC99
 TM0941  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 TM0941
 TM0941  HORZ ORDER  -  THIRD
 TM0941
 TM0941.The horizontal coordinates were established by classical geodetic methods
 TM0941.and adjusted by the National Geodetic Survey in July 1992..
 TM0941
 TM0941
 TM0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0941
 TM0941.The geoid height was determined by GEOID03.
 TM0941
 TM0941;                    North         East     Units Scale Factor Converg.
 TM0941;SPC MT       -   469,823.508   271,985.361   MT  0.99968502   -3 14 34.2
 TM0941;SPC MT       - 1,541,415.71    892,340.42   iFT  0.99968502   -3 14 34.2
 TM0941;UTM  12      - 5,364,299.492   282,886.854   MT  1.00017920   -2 11 38.6
 TM0941;UTM  11      - 5,364,687.463   727,013.594   MT  1.00023323   +2 17 39.1
 TM0941
 TM0941                          SUPERSEDED SURVEY CONTROL
 TM0941
 TM0941  NAD 83(1986)-  48 23 40.00508(N)    113 55 59.21737(W) AD(       ) 4
 TM0941  NAD 27      -  48 23 40.12543(N)    113 55 55.80685(W) AD(       ) 3
 TM0941
 TM0941.Superseded values are not recommended for survey control.
 TM0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0941.See file dsdata.txt to determine how the superseded data were derived.
 TM0941
 TM0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU8288764299(NAD 83)
 TM0941
 TM0941  HISTORY     - Date     Condition        Report By
 TM0941  HISTORY     - UNK      MONUMENTED
 TM0941  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TM0941
 TM0941                          STATION DESCRIPTION
 TM0941
 TM0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0941'THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0697 ***********************************************************************
 QX0697  DESIGNATION -  EMIGRANT
 QX0697  PID         -  QX0697
 QX0697  STATE/COUNTY-  MT/PARK
 QX0697  USGS QUAD   -  EMIGRANT (1988)
 QX0697
 QX0697                         *CURRENT SURVEY CONTROL
 QX0697  ___________________________________________________________________
 QX0697* NAD 83(1992)-  45 15 46.43189(N)    110 42 25.44422(W)     ADJUSTED  
 QX0697* NAVD 88     -      3330.     (meters)   10925.     (feet)  SCALED    
 QX0697  ___________________________________________________________________
 QX0697  LAPLACE CORR-          11.40  (seconds)                    DEFLEC99
 QX0697  GEOID HEIGHT-          -9.12  (meters)                     GEOID03
 QX0697
 QX0697  HORZ ORDER  -  SECOND
 QX0697
 QX0697.The horizontal coordinates were established by classical geodetic methods
 QX0697.and adjusted by the National Geodetic Survey in July 1992..
 QX0697
 QX0697.The orthometric height was scaled from a topographic map.
 QX0697
 QX0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0697
 QX0697.The geoid height was determined by GEOID03.
 QX0697
 QX0697;                    North         East     Units Scale Factor Converg.
 QX0697;SPC MT       -   113,309.011   505,280.494   MT  0.99985237   -0 52 58.7
 QX0697;SPC MT       -   371,748.72  1,657,744.40   iFT  0.99985237   -0 52 58.7
 QX0697;UTM  12      - 5,012,197.414   522,981.710   MT  0.99960649   +0 12 29.1
 QX0697
 QX0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0697!SPC MT       -   0.99947956  x   0.99985237  =   0.99933200
 QX0697!UTM  12      -   0.99947956  x   0.99960649  =   0.99908625
 QX0697
 QX0697:                Primary Azimuth Mark                     Grid Az
 QX0697:SPC MT       -  PETERSON                                 311 55 58.7
 QX0697:UTM  12      -  PETERSON                                 310 50 30.9
 QX0697
 QX0697|---------------------------------------------------------------------|
 QX0697| PID    Reference Object                     Distance      Geod. Az  |
 QX0697|                                                           dddmmss.s |
 QX0697| QX0711 PETERSON                            APPROX. 7.9 KM 3110300.0 |
 QX0697|---------------------------------------------------------------------|
 QX0697
 QX0697                          SUPERSEDED SURVEY CONTROL
 QX0697
 QX0697  NAD 83(1986)-  45 15 46.42141(N)    110 42 25.43529(W) AD(       ) 2
 QX0697  NAD 27      -  45 15 46.64300(N)    110 42 22.66800(W) AD(       ) 2
 QX0697
 QX0697.Superseded values are not recommended for survey control.
 QX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0697.See file dsdata.txt to determine how the superseded data were derived.
 QX0697
 QX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR2298212197(NAD 83)
 QX0697_MARKER: DD = SURVEY DISK
 QX0697_SETTING: 66 = SET IN ROCK OUTCROP
 QX0697_SP_SET: SET IN BEDROCK
 QX0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0697+STABILITY: POSITION/ELEVATION WELL
 QX0697
 QX0697  HISTORY     - Date     Condition        Report By
 QX0697  HISTORY     - 1950     MONUMENTED       USGS
 QX0697  HISTORY     - 1951     GOOD             USGS
 QX0697  HISTORY     - 1952     GOOD             USGS
 QX0697
 QX0697                          STATION DESCRIPTION
 QX0697
 QX0697'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (EBL)
 QX0697'STATION IS LOCATED ON A HIGH VOLCANIC PEAK ON THE EAST SIDE
 QX0697'OF YELLOWSTONE RIVER.  ABOUT 28 MILES AIR LINE SOUTH-SOUTHWEST
 QX0697'OF LIVINGSTON.  ABOUT 20 MILES AIR LINE NORTH OF MAMMOUTH.
 QX0697'BETWEEN EMIGRANT GULCH AND SIX MILE CREEK.  AND ABOUT 6 MILES
 QX0697'SOUTHEAST OF FRIDLEYS RANCH.  THE STATION MARK IS A U.S.
 QX0697'GEOLOGICAL SURVEY BRONZE DISK SET IN BEDROCK 3 INCHES BELOW THE
 QX0697'SURFACE OF THE GROUND.  THE DISK IS STAMPED EMIGRANT 1936.
 QX0697'
 QX0697'REFERENCE MARK NO. 1 IS A U.S.G.S. BRONZE DISK SET IN BEDROCK
 QX0697'WHICH PROJECTS 5 INCHES.  THE DISK IS STAMPED EMIGRANT NO 1
 QX0697'1936.
 QX0697'
 QX0697'REFERENCE MARK NO. 2 IS A U.S.G.S. BRONZE DISK SET IN BEDROCK
 QX0697'WHICH PROJECTS 2 INCHES.  THE DISK IS STAMPED EMIGRANT NO 2 1936.
 QX0697'
 QX0697'REFERENCE MARK NO. 3 IS A BRONZE DISK SET IN BEDROCK WHICH
 QX0697'PROJECTS 1 INCH.  THE DISK IS STAMPED EMIGRANT USGS NO 3 1950.
 QX0697'
 QX0697'THE AZIMUTH MARK IS 0.45 MILE WEST-SOUTHWEST OF CABIN AT END
 QX0697'OF TRUCK TRAVEL.  IT IS SET IN A BOULDER 20 FEET WEST OF ROAD
 QX0697'AND 6 FEET NORTHEAST OF A 4 X 4 WITNESS POST.  THE MARK IS A
 QX0697'BRONZE DISK STAMPED EMIGRANT USGS 1950, AND IT PROJECTS 5
 QX0697'INCHES.
 QX0697'
 QX0697'TO REACH FROM THE MAIN INTERSECTION OF MAIN STREET AND U.S.
 QX0697'HIGHWAY NO. 10 IN LIVINGSTON, GO WEST ON HIGHWAY 10 FOR 0.3 MILE
 QX0697'TO JUNCTION OF U.S. NO. 10 AND U.S. NO. 89.  KEEP LEFT ON
 QX0697'HIGHWAY NO. 89 FOR 4.4 MILES TO BRIDGE ACROSS YELLOWSTONE RIVER.
 QX0697'CONTINUE SOUTHERLY ON HIGHWAY FOR 16.9 MILES TO THE PRAY POST
 QX0697'OFFICE ON LEFT.  CONTINUE ON HIGHWAY FOR 5.5 MILES TO A SIDE
 QX0697'ROAD LEFT AND SIGN ON RIGHT SIX MILE ROAD.  TURN LEFT OFF
 QX0697'HIGHWAY AND GO SOUTHERLY FOR 0.5 MILE TO FORKS JUST AFTER
 QX0697'PASSING SIDE ROAD LEFT.  KEEP RIGHT, STRAIGHT AHEAD FOR 0.15
 QX0697'MILE TO SCHOOL HOUSE ON RIGHT.  CONTINUE SOUTHERLY ON MAIN
 QX0697'ROAD FOR 2.6 MILES TO FORKS.  KEEP THE LEFT FORK FOR 0.1 MILE
 QX0697'TO HOUSE ON LEFT.  CONTINUE SOUTHERLY ON MAIN ROAD FOR 1.6
 QX0697'MILES TO A DIM ROAD LEFT JUST BEFORE CROSSING GOLD CREEK.
 QX0697'TURN LEFT OFF MAIN ROAD AND FOLLOW DIM ROAD EASTERLY THAT
 QX0697'GOES UP GOLD CREEK FOR 1.0 MILE TO OLD LOG CABIN AND END OF
 QX0697'TRUCK TRAVEL.  FROM OLD LOG CABIN, PACK UP DRAW TO THE
 QX0697'EAST, THENCE BEAR LEFT UP ONTO A GRASSY RIDGE, THENCE
 QX0697'FOLLOW THE RIDGE EASTERLY, THENCE UP STEEP RIDGE THROUGH
 QX0697'TIMBER TO RIDGE ABOVE TIMBER LINE.  CONTINUE EASTERLY ON ROCKY,
 QX0697'STEEP RIDGE TO TOP AND STATION.  ABOUT A 6-HOUR PACK.
 QX0697'
 QX0697'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 QX0697
 QX0697                          STATION RECOVERY (1951)
 QX0697
 QX0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (LEB)
 QX0697'A HIGH VOLCANIC PEAK IN PARK COUNTY, MONTANA, ON E. SIDE OF
 QX0697'YELLOWSTONE RIVER, BETWEEN EMIGRANT GULCH AND SIX MILE CREEK, 6 MI.
 QX0697'SE. OF FRIDLEYS RANCH.
 QX0697'
 QX0697'TO REACH STATION, LEAVE U.S. HIGHWAY NO. 89 ABOUT 24 MI. S. OF
 QX0697'LIVINGSTON AND PROCEED SE. UP SIX MILE CREEK, THENCE TAKE RD. NE. UP
 QX0697'GOLD PRIZE CREEK, TO END OF RD., THENCE WITH HORSES ABOUT 2 MI., TO
 QX0697'POINT ON RIDGE ON NW. SIDE OF GOLD PRIZE CREEK, THENCE ON FOOT ABOUT
 QX0697'1 MI. ON RIDGE ALONG NW. SIDE OF GOLD PRIZE CREEK.  THE QUARTER
 QX0697'CORNER ON N. SIDE OF SEC. 2, T 7 S, R 8 E (M.P.M.) IS LOCATED ABOUT
 QX0697'200 YDS. SW. OF STATION AND ON RIDGE, STANDARD G.L.O. IRON PIPE.
 QX0697'
 QX0697'STATION MARK--STANDARD TABLET, STAMPED ---EMIGRANT 1936---, CEMENTED
 QX0697'IN ROCK.
 QX0697'
 QX0697'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 QX0697'---EMIGRANT NO. 1 1936---, CEMENTED IN ROCK IN PLACE, 16.10 FT. FROM
 QX0697'STATION, N 68 DEG 48 MIN E.
 QX0697'
 QX0697'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 QX0697'---EMIGRANT NO. 2 1936---, 10.60 FT. FROM STATION, S 43 DEG 17 MIN E.
 QX0697
 QX0697                          STATION RECOVERY (1952)
 QX0697
 QX0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 QX0697'STATION RECOVERED IN GOOD CONDITION.
 QX0697'
 QX0697'FROM OLD LOG CABIN HORSES CAN BE RIDDEN ALONG SAME ROUTE TO
 QX0697'RIDGE ABOVE TIMBER LINE.  FROM THIS POINT ITS A PACK OF 1 HOUR
 QX0697'AND 10 MINUTES TO THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0506 ***********************************************************************
 RT0506  DESIGNATION -  EMPTY
 RT0506  PID         -  RT0506
 RT0506  STATE/COUNTY-  MT/CUSTER
 RT0506  USGS QUAD   -  HORSE CREEK HILL (1969)
 RT0506
 RT0506                         *CURRENT SURVEY CONTROL
 RT0506  ___________________________________________________________________
 RT0506* NAD 83(1992)-  46 38 54.62345(N)    105 56 44.85457(W)     ADJUSTED  
 RT0506* NAVD 88     -       921.     (meters)    3022.     (feet)  SCALED    
 RT0506  ___________________________________________________________________
 RT0506  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 RT0506  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 RT0506
 RT0506  HORZ ORDER  -  FIRST
 RT0506
 RT0506.The horizontal coordinates were established by classical geodetic methods
 RT0506.and adjusted by the National Geodetic Survey in July 1992..
 RT0506
 RT0506.The orthometric height was scaled from a topographic map.
 RT0506
 RT0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0506
 RT0506.The geoid height was determined by GEOID03.
 RT0506
 RT0506;                    North         East     Units Scale Factor Converg.
 RT0506;SPC MT       -   272,694.815   871,833.310   MT  0.99941271   +2 35 59.7
 RT0506;SPC MT       -   894,668.03  2,860,345.51   iFT  0.99941271   +2 35 59.7
 RT0506;UTM  13      - 5,166,539.504   427,625.540   MT  0.99966438   -0 41 16.0
 RT0506
 RT0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0506!SPC MT       -   0.99985820  x   0.99941271  =   0.99927099
 RT0506!UTM  13      -   0.99985820  x   0.99966438  =   0.99952263
 RT0506
 RT0506:                Primary Azimuth Mark                     Grid Az
 RT0506:SPC MT       -  HILLCREST                                233 54 26.1
 RT0506:UTM  13      -  HILLCREST                                237 11 41.8
 RT0506
 RT0506|---------------------------------------------------------------------|
 RT0506| PID    Reference Object                     Distance      Geod. Az  |
 RT0506|                                                           dddmmss.s |
 RT0506| RU0540 HILLCREST                           APPROX. 5.3 KM 2363025.8 |
 RT0506| CQ8333 EMPTY RM 1                           13.380 METERS 24315     |
 RT0506| CQ8334 EMPTY RM 2                           20.590 METERS 34212     |
 RT0506|---------------------------------------------------------------------|
 RT0506
 RT0506                          SUPERSEDED SURVEY CONTROL
 RT0506
 RT0506  NAD 83(1986)-  46 38 54.61232(N)    105 56 44.81299(W) AD(       ) 1
 RT0506  NAD 27      -  46 38 54.59900(N)    105 56 42.76800(W) AD(       ) 1
 RT0506
 RT0506.Superseded values are not recommended for survey control.
 RT0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0506.See file dsdata.txt to determine how the superseded data were derived.
 RT0506
 RT0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM2762666540(NAD 83)
 RT0506_MARKER: DS = TRIANGULATION STATION DISK
 RT0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0506
 RT0506  HISTORY     - Date     Condition        Report By
 RT0506  HISTORY     - 1934     MONUMENTED       CGS
 RT0506
 RT0506                          STATION DESCRIPTION
 RT0506
 RT0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0506'TO REACH FROM MILES CITY, GO NORTH AND WEST FROM THE POST OFFICE
 RT0506'1.1 MILES TO THE END OF THE BRIDGE, CONTINUE NORTHWEST ON THE
 RT0506'JORDAN ROAD FOR 6.7 MILES TO A FORK IN THE GRADE WHERE A SIGN
 RT0506'READS MERIDETH 21, HILLCREST 10.  FOLLOW THIS RIGHT FORK FOR 8.7
 RT0506'MILES, TURN RIGHT ON A ROAD THAT JOGS ABOUT 1/2 MILE TO A
 RT0506'SCHOOLHOUSE AND THEN GOES STRAIGHT NORTH, FOLLOW THIS ROAD NORTH
 RT0506'AND EAST FOR 1.2 MILES, TURN RIGHT AND FOLLOW THE SECTION-LINE
 RT0506'ROAD FOR 0.6 MILE, HERE TAKE A TRACK ROAD TO THE NORTHEAST
 RT0506'FOR 0.6 MILE TO A GATE, PASS THROUGH THE GATE AND GO BETWEEN
 RT0506'THE BARN AND THE WELL AND GO EAST-SOUTHEAST ON A FARM TRACK 0.4
 RT0506'MILE TO THE STATION.
 RT0506'
 RT0506'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RT0506'DISKS SET IN SQUARE CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0540 ***********************************************************************
 QY0540  DESIGNATION -  END
 QY0540  PID         -  QY0540
 QY0540  STATE/COUNTY-  MT/BEAVERHEAD
 QY0540  USGS QUAD   -  BANNACK (1988)
 QY0540
 QY0540                         *CURRENT SURVEY CONTROL
 QY0540  ___________________________________________________________________
 QY0540* NAD 83(1992)-  45 14 31.65822(N)    112 55 58.13290(W)     ADJUSTED  
 QY0540* NAVD 88     -      2052.0    (meters)    6732.     (feet)  VERTCON   
 QY0540  ___________________________________________________________________
 QY0540  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 QY0540  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 QY0540
 QY0540  HORZ ORDER  -  THIRD
 QY0540
 QY0540.The horizontal coordinates were established by classical geodetic methods
 QY0540.and adjusted by the National Geodetic Survey in July 1992..
 QY0540
 QY0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0540
 QY0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0540
 QY0540.The geoid height was determined by GEOID03.
 QY0540
 QY0540;                    North         East     Units Scale Factor Converg.
 QY0540;SPC MT       -   116,175.615   330,598.940   MT  0.99986329   -2 30 40.0
 QY0540;SPC MT       -   381,153.59  1,084,642.19   iFT  0.99986329   -2 30 40.0
 QY0540;UTM  12      - 5,011,665.416   348,307.800   MT  0.99988293   -1 22 21.8
 QY0540
 QY0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0540!SPC MT       -   0.99968020  x   0.99986329  =   0.99954354
 QY0540!UTM  12      -   0.99968020  x   0.99988293  =   0.99956317
 QY0540
 QY0540:                Primary Azimuth Mark                     Grid Az
 QY0540:SPC MT       -  TAYLOR CR                                327 54 35.5
 QY0540:UTM  12      -  TAYLOR CR                                326 46 17.3
 QY0540
 QY0540|---------------------------------------------------------------------|
 QY0540| PID    Reference Object                     Distance      Geod. Az  |
 QY0540|                                                           dddmmss.s |
 QY0540| QY0547 TAYLOR CR                           APPROX. 5.2 KM 3252355.5 |
 QY0540|---------------------------------------------------------------------|
 QY0540
 QY0540                          SUPERSEDED SURVEY CONTROL
 QY0540
 QY0540  NAD 83(1986)-  45 14 31.65830(N)    112 55 58.13164(W) AD(       ) 3
 QY0540  NAD 27      -  45 14 31.93476(N)    112 55 54.99785(W) AD(       ) 3
 QY0540  NGVD 29 (07/19/86) 2050.7    (m)         6728.     (f) VERT ANG       
 QY0540
 QY0540.Superseded values are not recommended for survey control.
 QY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0540.See file dsdata.txt to determine how the superseded data were derived.
 QY0540
 QY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4830811665(NAD 83)
 QY0540_MARKER: DD = SURVEY DISK
 QY0540_SETTING: 66 = SET IN ROCK OUTCROP
 QY0540_SP_SET: SET IN ROCK OUTCROP
 QY0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0540+STABILITY: POSITION/ELEVATION WELL
 QY0540
 QY0540  HISTORY     - Date     Condition        Report By
 QY0540  HISTORY     - 1950     MONUMENTED       USGS
 QY0540
 QY0540                          STATION DESCRIPTION
 QY0540
 QY0540'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0540'STATION IS LOCATED IN NE. 1/4 SEC. 10, R 11 W, T 7 S, ABOUT 1 MI. N.
 QY0540'OF BADGER PASS ON FIRST BARE SADDLE N. OF HIGH TIMBERED RIDGE ALONG
 QY0540'SIDE DILLON-JACKSON ROAD AT SUMMIT OF PASS.
 QY0540'
 QY0540'TO REACH FROM DILLON POST OFFICE, GO S. 0.1 MI., TURN RIGHT, GOING W.
 QY0540'ACROSS RAILROAD TRACKS AND FOLLOW MAIN TRAVELED RD. 16.4 MI. TO SUMMIT
 QY0540'OF BADGER PASS AND TO RD. TO RIGHT.  CONTINUE THROUGH GATE ON N. ON
 QY0540'LITTLE TRAVELED RD. 0.2 MI. TO FORK.  CONTINUE 0.4 MI., TURN RIGHT OFF
 QY0540'RD. ACROSS SMALL EARTH DAM AND UP VERY ROCKY SLOPE 0.3 MI. TO STATION.
 QY0540'STATION IS ABOUT 50 FT. E. OF FENCE LINE AND ABOUT 160 FT. S. OF
 QY0540'TELEPHONE LINE.
 QY0540'
 QY0540'STATION MARK--A STANDARD USGS TABLET SET IN SOLID ROCK STAMPED
 QY0540'---W-END 1950---.
 QY0540'
 QY0540'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0530 ***********************************************************************
 QW0530  DESIGNATION -  END
 QW0530  PID         -  QW0530
 QW0530  STATE/COUNTY-  MT/BIG HORN
 QW0530  USGS QUAD   -  LITTLE FINGER RIDGE (1964)
 QW0530
 QW0530                         *CURRENT SURVEY CONTROL
 QW0530  ___________________________________________________________________
 QW0530* NAD 83(1993)-  45 12 13.96552(N)    108 05 20.55500(W)     ADJUSTED  
 QW0530* NAVD 88     -      1879.6    (meters)    6167.     (feet)  VERTCON   
 QW0530  ___________________________________________________________________
 QW0530  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 QW0530  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 QW0530
 QW0530  HORZ ORDER  -  SECOND
 QW0530
 QW0530.The horizontal coordinates were established by classical geodetic methods
 QW0530.and adjusted by the National Geodetic Survey in January 1997..
 QW0530
 QW0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0530
 QW0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0530
 QW0530.The geoid height was determined by GEOID03.
 QW0530
 QW0530;                    North         East     Units Scale Factor Converg.
 QW0530;SPC MT       -   107,019.233   710,835.362   MT  0.99988374   +1 01 55.6
 QW0530;SPC MT       -   351,112.97  2,332,137.01   iFT  0.99988374   +1 01 55.6
 QW0530;UTM  12      - 5,009,722.038   728,612.252   MT  1.00024266   +2 03 59.6
 QW0530
 QW0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0530!SPC MT       -   0.99970726  x   0.99988374  =   0.99959103
 QW0530!UTM  12      -   0.99970726  x   1.00024266  =   0.99994984
 QW0530
 QW0530:                Primary Azimuth Mark                     Grid Az
 QW0530:SPC MT       -  END AZ MK                                162 37 55.5
 QW0530:UTM  12      -  END AZ MK                                161 35 51.5
 QW0530
 QW0530|---------------------------------------------------------------------|
 QW0530| PID    Reference Object                     Distance      Geod. Az  |
 QW0530|                                                           dddmmss.s |
 QW0530| CQ6490 END AZ MK                                          1633951.1 |
 QW0530| CQ6491 END RM 1                             13.383 METERS 21956     |
 QW0530| CQ6492 END RM 2                              5.340 METERS 35120     |
 QW0530|---------------------------------------------------------------------|
 QW0530
 QW0530                          SUPERSEDED SURVEY CONTROL
 QW0530
 QW0530  NAD 83(1992)-  45 12 13.95770(N)    108 05 20.54148(W) AD(       ) 2
 QW0530  NAD 83(1986)-  45 12 13.95652(N)    108 05 20.53840(W) AD(       ) 2
 QW0530  NAD 27      -  45 12 14.11640(N)    108 05 18.12970(W) AD(       ) 2
 QW0530  NGVD 29 (07/19/86) 1878.7    (m)         6164.     (f) VERT ANG       
 QW0530
 QW0530.Superseded values are not recommended for survey control.
 QW0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0530.See file dsdata.txt to determine how the superseded data were derived.
 QW0530
 QW0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR2861209722(NAD 83)
 QW0530_MARKER: DS = TRIANGULATION STATION DISK
 QW0530_SETTING: 80 = SET IN A BOULDER
 QW0530_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QW0530
 QW0530  HISTORY     - Date     Condition        Report By
 QW0530  HISTORY     - 1957     MONUMENTED       CGS
 QW0530
 QW0530                          STATION DESCRIPTION
 QW0530
 QW0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QW0530'STATION IS ABOUT 24 MILES NORTH AND 15 MILES EAST OF LOVELL
 QW0530'WYOMING, 13-1/2 MILES NORTH OF THE MONTANA-WYOMING STATE
 QW0530'LINE, ON CROW INDIAN RESERVATION, ON THE EXTREME NORTH END
 QW0530'OF A LONG BARREN RIDGE RUNNING NORTHWESTERLY FROM THE MAIN DIVIDE
 QW0530'OF THE BIG HORN RANGE AND AT THE SOUTHEAST EDGE OF THE BIG
 QW0530'HORN CANYON.
 QW0530'
 QW0530'STATION IS REACHED FROM THE ELEVATOR IN WYOLA BY GOING SOUTH
 QW0530'ON U.S. HIGHWAY 87 FOR 0.25 MILE, TURN RIGHT AND GO SOUTHWESTERLY
 QW0530'ON SURFACED ROAD 10.9 MILES TO END OF THE SURFACED ROAD,
 QW0530'CONTINUE ON GRAVELED ROAD 5.2 MILES TO FORK IMMEDIATELY
 QW0530'BEYOND CATTLE GUARD, TAKE RIGHT FORK AND FOLLOW GRADED ROAD
 QW0530'NORTHWESTERLY (CROSSING SEVERAL CATTLE GUARDS) 5.35 MILES
 QW0530'TO A SMALL WOODEN BRIDGE OVER LODGE GRASS CREEK, CROSS BRIDGE
 QW0530'AND CATTLE GUARD AND CONTINUE 0.2 MILE TO A FORK, TAKE LEFT
 QW0530'FORK 0.2 MILE TO ANOTHER FORK, TAKE LEFT FORK 0.35 MILE TO
 QW0530'A GATE, PASS THROUGH GATE AND CONTINUE 1.9 MILES TO A CATTLE
 QW0530'GUARD AND END OF THE GRADED ROAD, CONTINUE ON WELL TRAVELED
 QW0530'TRACK ROAD 6.0 MILES TO A FORK JUST BEFORE REACHING A WIRE
 QW0530'GATE, TAKE LEFT FORK, PASS THROUGH GATE AND CONTINUE ON
 QW0530'MAIN TRAVELED ROAD 4.15 MILES TO A FORK, TAKE RIGHT FORK
 QW0530'2.0 MILES TO AN OLD ABANDONED LOOKOUT AND CABIN ON THE
 QW0530'RIGHT, CONTINUE 0.35 MILE TO A FORK, TAKE LEFT FORK AND
 QW0530'FOLLOW TRACK ROAD DOWN GRADE WESTERLY AND NORTHWESTERLY
 QW0530'1.35 MILES TO A LOG FENCE AND GATE, PASS THROUGH GATE
 QW0530'AND CONTINUE ON THE MAIN ROAD 2.6 MILES TO A FORK, TAKE
 QW0530'RIGHT FORK 1.3 MILES TO A GATE, PASS THROUGH WIRE GATE AND
 QW0530'CONTINUE 3.55 MILES TO A FORK, TAKE RIGHT FORK 0.55 MILE TO A
 QW0530'GATE, PASS THROUGH GATE AND CONTINUE NORTHERLY ALONG RIDGE ON
 QW0530'TRACK ROAD 6.5 MILES TO A POINT WHERE SEVERAL BOULDERS
 QW0530'CAN BE SEEN OFF TO THE RIGHT, (TURN RIGHT 0.05 MILE TO
 QW0530'BOULDERS AND AZIMUTH MARK) CONTINUE FROM THIS POINT 1.2
 QW0530'MILES TO END OF THE ROAD AND STATION AT THE END OF THE
 QW0530'RIDGE.
 QW0530'
 QW0530'ALL MARKS ARE STANDARD DISKS SET IN CEMENT IN DRILL HOLES IN
 QW0530'BOULDERS.
 QW0530'
 QW0530'STATION MARK IS STAMPED END 1957 AND IS FLUSH WITH THE GROUND.
 QW0530'IT IS 26 FEET EAST OF THE CENTER OF THE DIM TRACK ROAD AND
 QW0530'16 FEET WEST OF THE EXTREME EAST RIM OF THE RIDGE.  NO WITNESS
 QW0530'POST WAS SET.
 QW0530'
 QW0530'REFERENCE MARK 1 IS STAMPED END NO 1 1957 AND IS FLUSH WITH
 QW0530'THE GROUND.  IT IS 39 FEET WEST OF THE EAST RIM OF THE RIDGE
 QW0530'AND IS SET IN THE CENTER OF THE TRACK ROAD.
 QW0530'
 QW0530'REFERENCE MARK 2 IS STAMPED END NO 2 1957 AND IS FLUSH WITH
 QW0530'THE GROUND.  IT IS 23 FEET EAST OF THE CENTER OF THE TRACK
 QW0530'ROAD AND 23 FEET WEST OF THE EAST RIM OF THE RIDGE.
 QW0530'
 QW0530'AZIMUTH MARK IS STAMPED END 1957 AND IS SET IN A BOULDER
 QW0530'THAT PROJECTS 8 INCHES AND IS ABOUT 2 FEET BY 18 INCHES.
 QW0530'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTHEAST OF
 QW0530'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0390 ***********************************************************************
 SP0390  DESIGNATION -  ENGELBRIGHT ET
 SP0390  PID         -  SP0390
 SP0390  STATE/COUNTY-  MT/DAWSON
 SP0390  USGS QUAD   -  MOUNT ANTELOPE (1983)
 SP0390
 SP0390                         *CURRENT SURVEY CONTROL
 SP0390  ___________________________________________________________________
 SP0390* NAD 83(1992)-  47 16 53.24407(N)    105 23 31.94259(W)     ADJUSTED  
 SP0390* NAVD 88     -      1057.0    (meters)    3468.     (feet)  VERTCON   
 SP0390  ___________________________________________________________________
 SP0390  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 SP0390  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 SP0390
 SP0390  HORZ ORDER  -  THIRD
 SP0390
 SP0390.The horizontal coordinates were established by classical geodetic methods
 SP0390.and adjusted by the National Geodetic Survey in July 1992..
 SP0390
 SP0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0390
 SP0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0390
 SP0390.The geoid height was determined by GEOID03.
 SP0390
 SP0390;                    North         East     Units Scale Factor Converg.
 SP0390;SPC MT       -   344,991.688   910,450.210   MT  0.99940362   +3 00 17.5
 SP0390;SPC MT       - 1,131,862.49  2,987,041.37   iFT  0.99940362   +3 00 17.5
 SP0390;UTM  13      - 5,236,516.728   470,339.256   MT  0.99961081   -0 17 17.4
 SP0390
 SP0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0390!SPC MT       -   0.99983692  x   0.99940362  =   0.99924064
 SP0390!UTM  13      -   0.99983692  x   0.99961081  =   0.99944780
 SP0390
 SP0390:                Primary Azimuth Mark                     Grid Az
 SP0390:SPC MT       -  LARSON ET                                267 24 03.9
 SP0390:UTM  13      -  LARSON ET                                270 41 38.8
 SP0390
 SP0390|---------------------------------------------------------------------|
 SP0390| PID    Reference Object                     Distance      Geod. Az  |
 SP0390|                                                           dddmmss.s |
 SP0390| SP0392 LARSON ET                           APPROX.44.7 KM 2702421.4 |
 SP0390|---------------------------------------------------------------------|
 SP0390
 SP0390                          SUPERSEDED SURVEY CONTROL
 SP0390
 SP0390  NAD 83(1986)-  47 16 53.23374(N)    105 23 31.91950(W) AD(       ) 3
 SP0390  NAD 27      -  47 16 53.18723(N)    105 23 29.94008(W) AD(       ) 3
 SP0390  NGVD 29 (07/19/86) 1056.4    (m)         3466.     (f) VERT ANG       
 SP0390
 SP0390.Superseded values are not recommended for survey control.
 SP0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0390.See file dsdata.txt to determine how the superseded data were derived.
 SP0390
 SP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN7033936517(NAD 83)
 SP0390_MARKER: DD = SURVEY DISK
 SP0390_SETTING: 0 = UNSPECIFIED SETTING
 SP0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0390
 SP0390  HISTORY     - Date     Condition        Report By
 SP0390  HISTORY     - 1974     MONUMENTED       USGS
 SP0390
 SP0390                          STATION DESCRIPTION
 SP0390
 SP0390'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SP0390'STATION IS LOCATED ON HIGH POINT, APPROXIMATELY 14.0 MI. (AIRLINE)
 SP0390'SE. OF CIRCLE.  STATION IS APPROXIMATELY 1.0 MI. NE. OF A GROUP OF
 SP0390'RADIO AND TELEVISION ANTENNAS, WHICH ARE ON THE SAME HILL.
 SP0390'
 SP0390'TO REACH STATION FROM CIRCLE POST OFFICE, GO 1 BLOCK S. TO MAIN
 SP0390'HIGHWAY, TURN LEFT AND PROCEED E. FOR 2.0 MI. TO JUNCTION OF MONTANA
 SP0390'HIGHWAY 200 AND 200S.  TURN RIGHT (S.) ON COUNTY GRADED RD.  PROCEED
 SP0390'S. FOR 4.0 MI. TO RD. E.  TURN LEFT FOLLOWING MAIN RD. IN
 SP0390'SOUTHEASTERLY DIRECTION FOR 9.5 MI. TO WHERE RD. STARTS UP STEEP
 SP0390'GRADE TO TOP OF RIM.  AT THIS POINT TURN LEFT AND FOLLOW TRACK RD.
 SP0390'E. TO TOP OF HILL, APPROXIMATELY 0.2 MI. TO STATION SITE.
 SP0390'
 SP0390'STATION MARK--STANDARD TABLET, SOLDERED TO TOP OF COPPERWELD ROD
 SP0390'DRIVEN TO REFUSAL, AND STAMPED ---ENGELBRIGHT-ET 1974---.
 SP0390'
 SP0390'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9745 ***********************************************************************
 DG9745  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9745  DESIGNATION -  ENGINC CORS ARP
 DG9745  CORS_ID     -  MTEI
 DG9745  PID         -  DG9745
 DG9745  STATE/COUNTY-  MT/YELLOWSTONE
 DG9745  USGS QUAD   -  YEGEN (1975)
 DG9745
 DG9745                         *CURRENT SURVEY CONTROL
 DG9745  ___________________________________________________________________
 DG9745* NAD 83(CORS)-  45 44 47.03558(N)    108 36 00.73713(W)     ADJUSTED  
 DG9745* NAVD 88     -                                                        
 DG9745  ___________________________________________________________________
 DG9745  EPOCH DATE  -        2002.00
 DG9745  X           -  -1,422,328.215 (meters)                     COMP
 DG9745  Y           -  -4,226,312.812 (meters)                     COMP
 DG9745  Z           -   4,546,317.462 (meters)                     COMP
 DG9745  ELLIP HEIGHT-         970.88  (meters)          (04/??/05) GPS OBS
 DG9745  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 DG9745
 DG9745  HORZ ORDER  -  SPECIAL (CORS)
 DG9745  ELLP ORDER  -  SPECIAL (CORS)
 DG9745
 DG9745.ITRF positions are available for this station.
 DG9745.The coordinates were established by GPS observations
 DG9745.and adjusted by the National Geodetic Survey in April 2005..
 DG9745.The coordinates are valid at the epoch date displayed above.
 DG9745.The epoch date for horizontal control is a decimal equivalence
 DG9745.of Year/Month/Day.
 DG9745
 DG9745
 DG9745.The PID for the CORS L1 Phase Center is DG9746.
 DG9745
 DG9745.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9745
 DG9745.The ellipsoidal height was determined by GPS observations
 DG9745.and is referenced to NAD 83.
 DG9745
 DG9745.The geoid height was determined by GEOID03.
 DG9745
 DG9745;                    North         East     Units Scale Factor Converg.
 DG9745;SPC MT       -   166,704.163   669,991.693   MT  0.99963407   +0 39 29.5
 DG9745;SPC MT       -   546,929.67  2,198,135.48   iFT  0.99963407   +0 39 29.5
 DG9745
 DG9745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9745!SPC MT       -   0.99984782  x   0.99963407  =   0.99948194
 DG9745
 DG9745                          SUPERSEDED SURVEY CONTROL
 DG9745
 DG9745.No superseded survey control is available for this station.
 DG9745
 DG9745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8666768672(NAD 83)
 DG9745_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9745
 DG9745                          STATION DESCRIPTION
 DG9745
 DG9745'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9745'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9745'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9745'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9745'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9745'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9746 ***********************************************************************
 DG9746  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9746  DESIGNATION -  ENGINC CORS L1 PHASE CENTER
 DG9746  CORS_ID     -  MTEI
 DG9746  PID         -  DG9746
 DG9746  STATE/COUNTY-  MT/YELLOWSTONE
 DG9746  USGS QUAD   -  YEGEN (1975)
 DG9746
 DG9746                         *CURRENT SURVEY CONTROL
 DG9746  ___________________________________________________________________
 DG9746* NAD 83(CORS)-  45 44 47.03559(N)    108 36 00.73710(W)     ADJUSTED  
 DG9746* NAVD 88     -                                                        
 DG9746  ___________________________________________________________________
 DG9746  EPOCH DATE  -        2002.00
 DG9746  X           -  -1,422,328.230 (meters)                     COMP
 DG9746  Y           -  -4,226,312.858 (meters)                     COMP
 DG9746  Z           -   4,546,317.512 (meters)                     COMP
 DG9746  ELLIP HEIGHT-         970.95  (meters)          (04/??/05) GPS OBS
 DG9746  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 DG9746
 DG9746  HORZ ORDER  -  SPECIAL (CORS)
 DG9746  ELLP ORDER  -  SPECIAL (CORS)
 DG9746
 DG9746.ITRF positions are available for this station.
 DG9746.The coordinates were established by GPS observations
 DG9746.and adjusted by the National Geodetic Survey in April 2005..
 DG9746.The coordinates are valid at the epoch date displayed above.
 DG9746.The epoch date for horizontal control is a decimal equivalence
 DG9746.of Year/Month/Day.
 DG9746
 DG9746
 DG9746.The PID for the CORS ARP is DG9745.
 DG9746
 DG9746.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9746
 DG9746.The ellipsoidal height was determined by GPS observations
 DG9746.and is referenced to NAD 83.
 DG9746
 DG9746.The geoid height was determined by GEOID03.
 DG9746
 DG9746;                    North         East     Units Scale Factor Converg.
 DG9746;SPC MT       -   166,704.164   669,991.694   MT  0.99963407   +0 39 29.5
 DG9746;SPC MT       -   546,929.67  2,198,135.48   iFT  0.99963407   +0 39 29.5
 DG9746
 DG9746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9746!SPC MT       -   0.99984780  x   0.99963407  =   0.99948193
 DG9746
 DG9746                          SUPERSEDED SURVEY CONTROL
 DG9746
 DG9746.No superseded survey control is available for this station.
 DG9746
 DG9746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8666768672(NAD 83)
 DG9746_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9746
 DG9746                          STATION DESCRIPTION
 DG9746
 DG9746'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9746'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9746'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9746'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9746'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9746'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0384 ***********************************************************************
 SP0384  DESIGNATION -  ENID ET
 SP0384  PID         -  SP0384
 SP0384  STATE/COUNTY-  MT/RICHLAND
 SP0384  USGS QUAD   -  FOX LAKE (1972)
 SP0384
 SP0384                         *CURRENT SURVEY CONTROL
 SP0384  ___________________________________________________________________
 SP0384* NAD 83(1992)-  47 38 38.62343(N)    104 44 56.48538(W)     ADJUSTED  
 SP0384* NAVD 88     -       849.5    (meters)    2787.     (feet)  VERTCON   
 SP0384  ___________________________________________________________________
 SP0384  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 SP0384  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 SP0384
 SP0384  HORZ ORDER  -  THIRD
 SP0384
 SP0384.The horizontal coordinates were established by classical geodetic methods
 SP0384.and adjusted by the National Geodetic Survey in July 1992..
 SP0384
 SP0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0384
 SP0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0384
 SP0384.The geoid height was determined by GEOID03.
 SP0384
 SP0384;                    North         East     Units Scale Factor Converg.
 SP0384;SPC MT       -   387,957.495   956,561.298   MT  0.99945338   +3 28 31.3
 SP0384;SPC MT       - 1,272,826.43  3,138,324.47   iFT  0.99945338   +3 28 31.3
 SP0384;UTM  13      - 5,276,770.942   518,850.113   MT  0.99960437   +0 11 07.7
 SP0384
 SP0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0384!SPC MT       -   0.99986949  x   0.99945338  =   0.99932294
 SP0384!UTM  13      -   0.99986949  x   0.99960437  =   0.99947391
 SP0384
 SP0384:                Primary Azimuth Mark                     Grid Az
 SP0384:SPC MT       -  RICH ET                                  239 17 46.9
 SP0384:UTM  13      -  RICH ET                                  242 35 10.5
 SP0384
 SP0384|---------------------------------------------------------------------|
 SP0384| PID    Reference Object                     Distance      Geod. Az  |
 SP0384|                                                           dddmmss.s |
 SP0384| SP0385 RICH ET                             APPROX.17.0 KM 2424618.2 |
 SP0384|---------------------------------------------------------------------|
 SP0384
 SP0384                          SUPERSEDED SURVEY CONTROL
 SP0384
 SP0384  NAD 83(1986)-  47 38 38.61906(N)    104 44 56.48007(W) AD(       ) 3
 SP0384  NAD 27      -  47 38 38.56893(N)    104 44 54.62200(W) AD(       ) 3
 SP0384  NGVD 29 (07/19/86)  848.9    (m)         2785.     (f) VERT ANG       
 SP0384
 SP0384.Superseded values are not recommended for survey control.
 SP0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0384.See file dsdata.txt to determine how the superseded data were derived.
 SP0384
 SP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN1885076771(NAD 83)
 SP0384_MARKER: DD = SURVEY DISK
 SP0384_SETTING: 0 = UNSPECIFIED SETTING
 SP0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0384
 SP0384  HISTORY     - Date     Condition        Report By
 SP0384  HISTORY     - 1972     MONUMENTED       USGS
 SP0384
 SP0384                          STATION DESCRIPTION
 SP0384
 SP0384'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SP0384'STATION IS 6.5 MI. S. 65 DEGREES W. OF LAMBERT, MONTANA, ABOUT 1.0
 SP0384'MI. SW. OF A TWO STORY RANCH HOUSE.
 SP0384'
 SP0384'TO REACH FROM LAMBERT POST OFFICE, GO S. ON THE MAIN GRAVEL RD. 0.55
 SP0384'MI. TO A T-RD. W., TURN RIGHT ON MAIN GRAVEL RD. AND GO W. AND S. 5.55
 SP0384'MI. TO A PRIVATE RD. LEADING W., GO W. ON PRIVATE RD. 1.45 MI. TO A
 SP0384'FIELD RD. LEADING N. JUST BEFORE ENTERING YARD AT RANCH HOUSE, GO N.
 SP0384'AND W. ON FIELD RD. 1.35 MI. TO SW. CORNER OF FIELD, TURN LEFT (S.)
 SP0384'ON DIM TRACK RD. UP A DRAIN 0.50 MI. TO A SMALL DIVIDE, STATION IS ON
 SP0384'HIGHEST TOP STRAIGHT AHEAD, CONTINUE ALONG DIM TRACK RD. DOWN DRAIN
 SP0384'AND TURN W. UP FIRST DRAIN TO TOP AND THEN NE. 0.65 MI. TO STATION
 SP0384'ON HIGHEST PART OF HILL.
 SP0384'
 SP0384'STATION MARK--STANDARD ALUMINUM TABLET, SET IN A CONCRETE POST
 SP0384'PROJECTING ABOUT 0.1 FT. ABOVE GROUND, AND STAMPED ---ENID-ET
 SP0384'1972---.
 SP0384'
 SP0384'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0659 ***********************************************************************
 SS0659  DESIGNATION -  EP 17
 SS0659  PID         -  SS0659
 SS0659  STATE/COUNTY-  MT/CHOUTEAU
 SS0659  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS0659
 SS0659                         *CURRENT SURVEY CONTROL
 SS0659  ___________________________________________________________________
 SS0659* NAD 83(1986)-  47 48 49.     (N)    111 13 10.     (W)     SCALED    
 SS0659* NAVD 88     -      1035.486  (meters)    3397.26   (feet)  ADJUSTED  
 SS0659  ___________________________________________________________________
 SS0659  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 SS0659  DYNAMIC HT  -        1035.470 (meters)    3397.20  (feet)  COMP
 SS0659  MODELED GRAV-     980,561.1   (mgal)                       NAVD 88
 SS0659
 SS0659  VERT ORDER  -  SECOND    CLASS 0
 SS0659
 SS0659.The horizontal coordinates were scaled from a topographic map and have
 SS0659.an estimated accuracy of +/- 6 seconds.
 SS0659
 SS0659.The orthometric height was determined by differential leveling
 SS0659.and adjusted by the National Geodetic Survey in June 1991..
 SS0659
 SS0659.The geoid height was determined by GEOID03.
 SS0659
 SS0659.The dynamic height is computed by dividing the NAVD 88
 SS0659.geopotential number by the normal gravity value computed on the
 SS0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0659.degrees latitude (g = 980.6199 gals.).
 SS0659
 SS0659.The modeled gravity was interpolated from observed gravity values.
 SS0659
 SS0659;                    North         East    Units  Estimated Accuracy
 SS0659;SPC MT       -   397,390.      471,300.      MT  (+/- 180 meters Scaled)
 SS0659
 SS0659                          SUPERSEDED SURVEY CONTROL
 SS0659
 SS0659  NGVD 29 (??/??/92) 1034.592  (m)         3394.32   (f) ADJ UNCH    2 0
 SS0659
 SS0659.Superseded values are not recommended for survey control.
 SS0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0659.See file dsdata.txt to determine how the superseded data were derived.
 SS0659
 SS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT835956(NAD 83)
 SS0659_MARKER: DD = SURVEY DISK
 SS0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0659_STAMPING: EP 17 1947 3394
 SS0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0659+STABILITY: SURFACE MOTION
 SS0659
 SS0659  HISTORY     - Date     Condition        Report By
 SS0659  HISTORY     - 1947     MONUMENTED       USGS
 SS0659  HISTORY     - 1961     GOOD             NGS
 SS0659
 SS0659                          STATION DESCRIPTION
 SS0659
 SS0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0659'14.7 MI W FROM CARTER.
 SS0659'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0659'CARTER, THENCE 12.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.0 MILES
 SS0659'NORTH ALONG A COUNTY ROAD, 43 FEET SOUTHWEST OF THE CENTER OF THE
 SS0659'JUNCTION OF A COUNTY ROAD WEST AND A TRACK ROAD EAST, 35 FEET EAST OF
 SS0659'THE CENTER LINE OF THE ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 SS0659'TRACK ROAD, 56 FEET SOUTH-SOUTHEAST OF AND ACROSS THE TRACK ROAD FROM
 SS0659'A POWER LINE POLE, 8 FEET EAST OF 2 MAIL BOXES, 1.0 FOOT SOUTH OF A
 SS0659'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS0659'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0884 ***********************************************************************
 SS0884  DESIGNATION -  EP 46
 SS0884  PID         -  SS0884
 SS0884  STATE/COUNTY-  MT/CASCADE
 SS0884  USGS QUAD   -  CASCADE (1983)
 SS0884
 SS0884                         *CURRENT SURVEY CONTROL
 SS0884  ___________________________________________________________________
 SS0884* NAD 83(1986)-  47 18 30.     (N)    111 39 33.     (W)     SCALED    
 SS0884* NAVD 88     -      1023.760  (meters)    3358.79   (feet)  ADJUSTED  
 SS0884  ___________________________________________________________________
 SS0884  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 SS0884  DYNAMIC HT  -        1023.669 (meters)    3358.49  (feet)  COMP
 SS0884  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 SS0884
 SS0884  VERT ORDER  -  FIRST     CLASS II
 SS0884
 SS0884.The horizontal coordinates were scaled from a topographic map and have
 SS0884.an estimated accuracy of +/- 6 seconds.
 SS0884
 SS0884.The orthometric height was determined by differential leveling
 SS0884.and adjusted by the National Geodetic Survey in June 1991..
 SS0884
 SS0884.The geoid height was determined by GEOID03.
 SS0884
 SS0884.The dynamic height is computed by dividing the NAVD 88
 SS0884.geopotential number by the normal gravity value computed on the
 SS0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0884.degrees latitude (g = 980.6199 gals.).
 SS0884
 SS0884.The modeled gravity was interpolated from observed gravity values.
 SS0884
 SS0884;                    North         East    Units  Estimated Accuracy
 SS0884;SPC MT       -   342,080.      436,850.      MT  (+/- 180 meters Scaled)
 SS0884
 SS0884                          SUPERSEDED SURVEY CONTROL
 SS0884
 SS0884  NGVD 29 (??/??/92) 1022.835  (m)         3355.75   (f) ADJ UNCH    1 2
 SS0884
 SS0884.Superseded values are not recommended for survey control.
 SS0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0884.See file dsdata.txt to determine how the superseded data were derived.
 SS0884
 SS0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT501396(NAD 83)
 SS0884_MARKER: DD = SURVEY DISK
 SS0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0884_STAMPING: EP 46 3356 1947
 SS0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0884+STABILITY: SURFACE MOTION
 SS0884
 SS0884  HISTORY     - Date     Condition        Report By
 SS0884  HISTORY     - 1947     MONUMENTED       USGS
 SS0884  HISTORY     - 1961     GOOD             NGS
 SS0884  HISTORY     - 1979     GOOD             NGS
 SS0884
 SS0884                          STATION DESCRIPTION
 SS0884
 SS0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0884'3.35 MI NE FROM CASCADE.
 SS0884'3.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0884'AT CASCADE, AT MILEPOST 141, 120 FEET WEST-SOUTHWEST OF THE CENTER OF
 SS0884'THE CROSSING OF A PRIVATE ROAD, 34 1/2 FEET NORTHWEST OF THE NORTHWEST
 SS0884'RAIL, 23 FEET NORTHWEST OF MILEPOST 141, 43 FEET SOUTHEAST OF THE
 SS0884'CENTER LINE OF AN ASPHALT ROAD, 4 1/2 FEET SOUTHEAST OF A TELEPHONE
 SS0884'POLE, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SS0884'ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SS0884'POST FLUSH WITH THE GROUND.
 SS0884
 SS0884                          STATION RECOVERY (1979)
 SS0884
 SS0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0878 ***********************************************************************
 SS0878  DESIGNATION -  EP 47
 SS0878  PID         -  SS0878
 SS0878  STATE/COUNTY-  MT/CASCADE
 SS0878  USGS QUAD   -  CASCADE (1983)
 SS0878
 SS0878                         *CURRENT SURVEY CONTROL
 SS0878  ___________________________________________________________________
 SS0878* NAD 83(1986)-  47 17 13.     (N)    111 41 15.     (W)     SCALED    
 SS0878* NAVD 88     -      1026.756  (meters)    3368.62   (feet)  ADJUSTED  
 SS0878  ___________________________________________________________________
 SS0878  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 SS0878  DYNAMIC HT  -        1026.660 (meters)    3368.30  (feet)  COMP
 SS0878  MODELED GRAV-     980,484.7   (mgal)                       NAVD 88
 SS0878
 SS0878  VERT ORDER  -  FIRST     CLASS II
 SS0878
 SS0878.The horizontal coordinates were scaled from a topographic map and have
 SS0878.an estimated accuracy of +/- 6 seconds.
 SS0878
 SS0878.The orthometric height was determined by differential leveling
 SS0878.and adjusted by the National Geodetic Survey in June 1991..
 SS0878
 SS0878.The geoid height was determined by GEOID03.
 SS0878
 SS0878.The dynamic height is computed by dividing the NAVD 88
 SS0878.geopotential number by the normal gravity value computed on the
 SS0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0878.degrees latitude (g = 980.6199 gals.).
 SS0878
 SS0878.The modeled gravity was interpolated from observed gravity values.
 SS0878
 SS0878;                    North         East    Units  Estimated Accuracy
 SS0878;SPC MT       -   339,770.      434,640.      MT  (+/- 180 meters Scaled)
 SS0878
 SS0878                          SUPERSEDED SURVEY CONTROL
 SS0878
 SS0878  NGVD 29 (??/??/92) 1025.834  (m)         3365.59   (f) ADJ UNCH    1 2
 SS0878
 SS0878.Superseded values are not recommended for survey control.
 SS0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0878.See file dsdata.txt to determine how the superseded data were derived.
 SS0878
 SS0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT480372(NAD 83)
 SS0878_MARKER: DD = SURVEY DISK
 SS0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0878_STAMPING: EP 47 3365 1947
 SS0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0878+STABILITY: SURFACE MOTION
 SS0878
 SS0878  HISTORY     - Date     Condition        Report By
 SS0878  HISTORY     - 1947     MONUMENTED       USGS
 SS0878  HISTORY     - 1961     GOOD             NGS
 SS0878  HISTORY     - 1962     GOOD             NGS
 SS0878  HISTORY     - 1979     GOOD             NGS
 SS0878
 SS0878                          STATION DESCRIPTION
 SS0878
 SS0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0878'1.35 MI NE FROM CASCADE.
 SS0878'1.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0878'AT CASCADE, 1 POLE SOUTHWEST OF MILEPOST 143, 172 FEET SOUTHWEST OF
 SS0878'THE CENTER OF A PRIVATE ROAD CROSSING, 39.0 FEET NORTHWEST OF THE
 SS0878'NORTHWEST RAIL, 49 1/2 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 SS0878'HIGHWAY 91, 13 FEET SOUTHWEST OF THE FIRST POLE SOUTHWEST OF THE
 SS0878'MILEPOST, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 SS0878'THAN THE TRACK, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 SS0878'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SS0878
 SS0878                          STATION RECOVERY (1962)
 SS0878
 SS0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SS0878'RECOVERED IN GOOD CONDITION.
 SS0878
 SS0878                          STATION RECOVERY (1979)
 SS0878
 SS0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0632 ***********************************************************************
 SS0632  DESIGNATION -  EP 5
 SS0632  PID         -  SS0632
 SS0632  STATE/COUNTY-  MT/CHOUTEAU
 SS0632  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS0632
 SS0632                         *CURRENT SURVEY CONTROL
 SS0632  ___________________________________________________________________
 SS0632* NAD 83(1986)-  47 45 22.     (N)    111 11 55.     (W)     SCALED    
 SS0632* NAVD 88     -      1062.974  (meters)    3487.44   (feet)  ADJUSTED  
 SS0632  ___________________________________________________________________
 SS0632  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SS0632  DYNAMIC HT  -        1062.948 (meters)    3487.36  (feet)  COMP
 SS0632  MODELED GRAV-     980,550.7   (mgal)                       NAVD 88
 SS0632
 SS0632  VERT ORDER  -  SECOND    CLASS 0
 SS0632
 SS0632.The horizontal coordinates were scaled from a topographic map and have
 SS0632.an estimated accuracy of +/- 6 seconds.
 SS0632
 SS0632.The orthometric height was determined by differential leveling
 SS0632.and adjusted by the National Geodetic Survey in June 1991..
 SS0632
 SS0632.The geoid height was determined by GEOID03.
 SS0632
 SS0632.The dynamic height is computed by dividing the NAVD 88
 SS0632.geopotential number by the normal gravity value computed on the
 SS0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0632.degrees latitude (g = 980.6199 gals.).
 SS0632
 SS0632.The modeled gravity was interpolated from observed gravity values.
 SS0632
 SS0632;                    North         East    Units  Estimated Accuracy
 SS0632;SPC MT       -   390,970.      472,720.      MT  (+/- 180 meters Scaled)
 SS0632
 SS0632                          SUPERSEDED SURVEY CONTROL
 SS0632
 SS0632  NGVD 29 (??/??/92) 1062.072  (m)         3484.48   (f) ADJ UNCH    2 0
 SS0632
 SS0632.Superseded values are not recommended for survey control.
 SS0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0632.See file dsdata.txt to determine how the superseded data were derived.
 SS0632
 SS0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT851892(NAD 83)
 SS0632_MARKER: DD = SURVEY DISK
 SS0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0632_STAMPING: EP 5 1947 3484
 SS0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0632+STABILITY: SURFACE MOTION
 SS0632
 SS0632  HISTORY     - Date     Condition        Report By
 SS0632  HISTORY     - 1947     MONUMENTED       USGS
 SS0632  HISTORY     - 1961     GOOD             NGS
 SS0632
 SS0632                          STATION DESCRIPTION
 SS0632
 SS0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0632'13.75 MI W FROM CARTER.
 SS0632'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0632'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0632'SOUTH ALONG A COUNTY ROAD, 39 FEET NORTHWEST OF THE INTERSECTION OF AN
 SS0632'EAST-WEST COUNTY ROAD, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 29
 SS0632'FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 4 FEET NORTH OF A
 SS0632'POWER LINE POLE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 SS0632'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 SS0632'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0637 ***********************************************************************
 SS0637  DESIGNATION -  EP 6
 SS0637  PID         -  SS0637
 SS0637  STATE/COUNTY-  MT/CHOUTEAU
 SS0637  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS0637
 SS0637                         *CURRENT SURVEY CONTROL
 SS0637  ___________________________________________________________________
 SS0637* NAD 83(1986)-  47 45 22.     (N)    111 14 29.     (W)     SCALED    
 SS0637* NAVD 88     -      1092.156  (meters)    3583.18   (feet)  ADJUSTED  
 SS0637  ___________________________________________________________________
 SS0637  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 SS0637  DYNAMIC HT  -        1092.125 (meters)    3583.08  (feet)  COMP
 SS0637  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 SS0637
 SS0637  VERT ORDER  -  SECOND    CLASS 0
 SS0637
 SS0637.The horizontal coordinates were scaled from a topographic map and have
 SS0637.an estimated accuracy of +/- 6 seconds.
 SS0637
 SS0637.The orthometric height was determined by differential leveling
 SS0637.and adjusted by the National Geodetic Survey in June 1991..
 SS0637
 SS0637.The geoid height was determined by GEOID03.
 SS0637
 SS0637.The dynamic height is computed by dividing the NAVD 88
 SS0637.geopotential number by the normal gravity value computed on the
 SS0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0637.degrees latitude (g = 980.6199 gals.).
 SS0637
 SS0637.The modeled gravity was interpolated from observed gravity values.
 SS0637
 SS0637;                    North         East    Units  Estimated Accuracy
 SS0637;SPC MT       -   391,040.      469,520.      MT  (+/- 180 meters Scaled)
 SS0637
 SS0637                          SUPERSEDED SURVEY CONTROL
 SS0637
 SS0637  NGVD 29 (??/??/92) 1091.252  (m)         3580.22   (f) ADJ UNCH    2 0
 SS0637
 SS0637.Superseded values are not recommended for survey control.
 SS0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0637.See file dsdata.txt to determine how the superseded data were derived.
 SS0637
 SS0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT819892(NAD 83)
 SS0637_MARKER: DD = SURVEY DISK
 SS0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0637_STAMPING: EP 6 1947 3580
 SS0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0637+STABILITY: SURFACE MOTION
 SS0637
 SS0637  HISTORY     - Date     Condition        Report By
 SS0637  HISTORY     - 1947     MONUMENTED       USGS
 SS0637  HISTORY     - 1961     GOOD             NGS
 SS0637
 SS0637                          STATION DESCRIPTION
 SS0637
 SS0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0637'15.85 MI W FROM CARTER.
 SS0637'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0637'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0637'SOUTH ALONG A COUNTY ROAD, THENCE 2.1 MILES WEST ALONG A COUNTY ROAD,
 SS0637'40 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH
 SS0637'ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 37 FEET WEST OF
 SS0637'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.5 FEET SOUTH OF A WITNESS
 SS0637'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0637'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0375 ***********************************************************************
 QU0375  CBN         -  This is a Cooperative Base Network Control Station.
 QU0375  DESIGNATION -  EPSIE GPS
 QU0375  PID         -  QU0375
 QU0375  STATE/COUNTY-  MT/POWDER RIVER
 QU0375  USGS QUAD   -  SAMUELSON RANCH (1995)
 QU0375
 QU0375                         *CURRENT SURVEY CONTROL
 QU0375  ___________________________________________________________________
 QU0375* NAD 83(1999)-  45 32 29.94922(N)    105 49 41.66443(W)     ADJUSTED  
 QU0375* NAVD 88     -      1051.1    (meters)    3448.     (feet)  GPS OBS   
 QU0375  ___________________________________________________________________
 QU0375  X           -  -1,220,726.181 (meters)                     COMP
 QU0375  Y           -  -4,305,853.205 (meters)                     COMP
 QU0375  Z           -   4,530,452.084 (meters)                     COMP
 QU0375  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 QU0375  ELLIP HEIGHT-        1035.82  (meters)          (04/26/01) GPS OBS
 QU0375  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 QU0375
 QU0375  HORZ ORDER  -  B
 QU0375  ELLP ORDER  -  FOURTH    CLASS I
 QU0375
 QU0375.The horizontal coordinates were established by GPS observations
 QU0375.and adjusted by the National Geodetic Survey in April 2001..
 QU0375.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QU0375.DATUM ITEM on the data sheet items page.
 QU0375
 QU0375.The orthometric height was determined by GPS observations and a
 QU0375.high-resolution geoid model.
 QU0375
 QU0375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QU0375
 QU0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0375
 QU0375.The ellipsoidal height was determined by GPS observations
 QU0375.and is referenced to NAD 83.
 QU0375
 QU0375.The geoid height was determined by GEOID03.
 QU0375
 QU0375;                    North         East     Units Scale Factor Converg.
 QU0375;SPC MT       -   150,271.513   886,580.132   MT  0.99971807   +2 41 09.3
 QU0375;SPC MT       -   493,016.77  2,908,727.47   iFT  0.99971807   +2 41 09.3
 QU0375;UTM  13      - 5,043,457.585   435,340.017   MT  0.99965140   -0 35 28.3
 QU0375
 QU0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0375!SPC MT       -   0.99983763  x   0.99971807  =   0.99955575
 QU0375!UTM  13      -   0.99983763  x   0.99965140  =   0.99948909
 QU0375
 QU0375                          SUPERSEDED SURVEY CONTROL
 QU0375
 QU0375  NAD 83(1992)-  45 32 29.94799(N)    105 49 41.66374(W) AD(       ) B
 QU0375  ELLIP H (11/01/93) 1035.95   (m)                       GP(       ) 3 1
 QU0375
 QU0375.Superseded values are not recommended for survey control.
 QU0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0375.See file dsdata.txt to determine how the superseded data were derived.
 QU0375
 QU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL3534043458(NAD 83)
 QU0375_MARKER: DH = HORIZONTAL CONTROL DISK
 QU0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0375_SP_SET: CONCRETE POST
 QU0375_STAMPING: EPSIE GPS 1993
 QU0375_MARK LOGO: NGS   
 QU0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0375+STABILITY: SURFACE MOTION
 QU0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0375+SATELLITE: SATELLITE OBSERVATIONS - 1993
 QU0375
 QU0375  HISTORY     - Date     Condition        Report By
 QU0375  HISTORY     - 1993     MONUMENTED       MTDOT
 QU0375
 QU0375                          STATION DESCRIPTION
 QU0375
 QU0375'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1993
 QU0375'THE STATION IS LOCATED ABOUT 21 MI (33.80 KM) NORTHWEST OF BROADUS,
 QU0375'ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 212, 0.2 MI (0.32 KM) WEST OF
 QU0375'MILEPOST 85 AND IN THE VILLAGE OF EPSIE.
 QU0375'$
 QU0375'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 212 AND
 QU0375'STATE HIGHWAY 59, WHICH IS 2.O MI NORTHWEST OF BROADUS, GO NORTHWEST
 QU0375'ON U.S. HIGHWAY 212 FOR 19.1 MI (30.74 KM) TO THE VILLAGE OF EPSIE
 QU0375'AND THE STATION ON THE RIGHT.
 QU0375'$
 QU0375'THE STATION MARK IS FLUSH WITH THE GROUND.  IT IS 10.5 FT (3.20 M)
 QU0375'NORTH OF A BUREAU OF PUBLIC ROADS MARKER NUMBER 8-1, 3.5 FT (1.07 M)
 QU0375'SOUTH OF A HIGHWAY PROJECT MARKER NUMBER F 334 (18) AND 70.O FT NORTH
 QU0375'OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0570 ***********************************************************************
 RU0570  DESIGNATION -  ERICKSON
 RU0570  PID         -  RU0570
 RU0570  STATE/COUNTY-  MT/ROSEBUD
 RU0570  USGS QUAD   -  FINCH (1984)
 RU0570
 RU0570                         *CURRENT SURVEY CONTROL
 RU0570  ___________________________________________________________________
 RU0570* NAD 83(1992)-  46 21 49.78664(N)    106 55 28.86750(W)     ADJUSTED  
 RU0570* NAVD 88     -       860.8    (meters)    2824.     (feet)  VERTCON   
 RU0570  ___________________________________________________________________
 RU0570  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 RU0570  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 RU0570
 RU0570  HORZ ORDER  -  SECOND
 RU0570
 RU0570.The horizontal coordinates were established by classical geodetic methods
 RU0570.and adjusted by the National Geodetic Survey in July 1992..
 RU0570
 RU0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0570
 RU0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0570
 RU0570.The geoid height was determined by GEOID03.
 RU0570
 RU0570;                    North         East     Units Scale Factor Converg.
 RU0570;SPC MT       -   238,155.157   798,037.338   MT  0.99945626   +1 53 01.9
 RU0570;SPC MT       -   781,348.94  2,618,232.74   iFT  0.99945626   +1 53 01.9
 RU0570;UTM  13      - 5,136,272.786   351,948.272   MT  0.99986944   -1 23 35.6
 RU0570
 RU0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0570!SPC MT       -   0.99986744  x   0.99945626  =   0.99932377
 RU0570!UTM  13      -   0.99986744  x   0.99986944  =   0.99973690
 RU0570
 RU0570|---------------------------------------------------------------------|
 RU0570| PID    Reference Object                     Distance      Geod. Az  |
 RU0570|                                                           dddmmss.s |
 RU0570| CQ6493 ERICKSON RM 1                        15.255 METERS 06710     |
 RU0570| RU0589 COX                                 APPROX. 7.3 KM 2360925.9 |
 RU0570| CQ6494 ERICKSON RM 2                        15.269 METERS 33446     |
 RU0570|---------------------------------------------------------------------|
 RU0570
 RU0570                          SUPERSEDED SURVEY CONTROL
 RU0570
 RU0570  NAD 83(1986)-  46 21 49.77818(N)    106 55 28.84012(W) AD(       ) 2
 RU0570  NAD 27      -  46 21 49.81104(N)    106 55 26.66395(W) AD(       ) 2
 RU0570  NGVD 29 (07/19/86)  860.2    (m)         2822.     (f) VERT ANG       
 RU0570
 RU0570.Superseded values are not recommended for survey control.
 RU0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0570.See file dsdata.txt to determine how the superseded data were derived.
 RU0570
 RU0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM5194836273(NAD 83)
 RU0570_MARKER: DD = SURVEY DISK
 RU0570_SETTING: 0 = UNSPECIFIED SETTING
 RU0570
 RU0570  HISTORY     - Date     Condition        Report By
 RU0570  HISTORY     - 1971     MONUMENTED       USGS
 RU0570
 RU0570                          STATION DESCRIPTION
 RU0570
 RU0570'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (LLS)
 RU0570'THE STATION IS LOCATED NORTH 60 DEGREES WEST, ABOUT 14 MILES
 RU0570'AIRLINE DISTANCE FROM FORSYTH, MONTANA, NEAR THE NORTH EDGE OF A
 RU0570'BLUFF, NEAR THE NORTHEAST CORNER OF SECTION 14, TOWNSHIP 7 NORTH,
 RU0570'RANGE 38 EAST, ON LAND OWNED BY GRANT ERICKSON WHO LIVES ABOUT
 RU0570'1.0 MILE NORTHEAST OF STATION SITE.
 RU0570'
 RU0570'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 10 AND 12 AT THE
 RU0570'WEST EDGE OF FORSYTH, MONTANA, GO NORTHWEST ALONG U.S. HIGHWAY
 RU0570'12, 14.5 MILES TO A GATE AND TRACK ROAD SOUTH, WHICH IS 1.0 MILE
 RU0570'WEST OF BRIDGE OVER BIG PORCUPINE CREEK.  PROCEED SOUTH ALONG
 RU0570'TRACK ROAD 0.45 MILES UNDER RAILROAD BRIDGE TO A Y-ROAD.  GO
 RU0570'LEFT 0.7 MILE ACROSS SMALL DAM AND UP HILL TO AN EAST-WEST FENCE
 RU0570'ON TOP OF THE BLUFF.  GO EAST ALONG NORTH SIDE OF FENCE 0.8
 RU0570'MILE TO STATION SITE ABOUT 180 FEET WEST ALONG FENCE FROM A
 RU0570'T-FENCE CORNER AND ABOUT 53 FEET WEST OF THE NORTHWEST CORNER
 RU0570'OF A CORRAL, 6 FEET NORTH OF EAST-WEST FENCE AND USGS WITNESS
 RU0570'SIGN ATTACHED TO A WOODEN FENCE POST.
 RU0570'
 RU0570'STATION MARK AND REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED
 RU0570'TO COPPER COATED STEEL RODS DRIVEN TO REFUSAL AT THE DEPTHS
 RU0570'INDICATED, AND CENTERED IN GRAVEL FILLED ORANGEBURG TILES WHICH
 RU0570'ARE 6 INCHES IN DIAMETER AND 12 INCHES LONG SET FLUSH WITH
 RU0570'THE GROUND.
 RU0570'
 RU0570'STATION MARK--THE ROD WAS DRIVEN 7.3 FEET, THE TABLET IS
 RU0570'STAMPED ERICKSON ET 1971.
 RU0570'
 RU0570'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 8.8 FEET, THE TABLET
 RU0570'IS STAMPED ERICKSON ET 1971 NO. 1.
 RU0570'
 RU0570'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 5.0 FEET, THE TABLET IS
 RU0570'STAMPED ERICKSON ET 1971 NO. 2.
 RU0570'
 RU0570'STATION COX ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 RU0570'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS MADE FROM A
 RU0570'SCAFFOLD AT A HEIGHT OF 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1124 ***********************************************************************
 SR1124  DESIGNATION -  ERIE
 SR1124  PID         -  SR1124
 SR1124  STATE/COUNTY-  MT/FERGUS
 SR1124  USGS QUAD   -  CHRISTINA (1985)
 SR1124
 SR1124                         *CURRENT SURVEY CONTROL
 SR1124  ___________________________________________________________________
 SR1124* NAD 83(1992)-  47 28 11.00648(N)    109 17 15.40755(W)     ADJUSTED  
 SR1124* NAVD 88     -      1122.1    (meters)    3681.     (feet)  VERTCON   
 SR1124  ___________________________________________________________________
 SR1124  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 SR1124  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR1124
 SR1124  HORZ ORDER  -  SECOND
 SR1124
 SR1124.The horizontal coordinates were established by classical geodetic methods
 SR1124.and adjusted by the National Geodetic Survey in July 1992..
 SR1124
 SR1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1124
 SR1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1124
 SR1124.The geoid height was determined by GEOID03.
 SR1124
 SR1124;                    North         East     Units Scale Factor Converg.
 SR1124;SPC MT       -   357,789.692   616,001.941   MT  0.99942443   +0 09 19.3
 SR1124;SPC MT       - 1,173,850.70  2,021,003.74   iFT  0.99942443   +0 09 19.3
 SR1124;UTM  12      - 5,258,786.171   629,038.217   MT  0.99980463   +1 15 43.4
 SR1124
 SR1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1124!SPC MT       -   0.99982636  x   0.99942443  =   0.99925089
 SR1124!UTM  12      -   0.99982636  x   0.99980463  =   0.99963102
 SR1124
 SR1124|---------------------------------------------------------------------|
 SR1124| PID    Reference Object                     Distance      Geod. Az  |
 SR1124|                                                           dddmmss.s |
 SR1124| CQ6496 ERIE RM 2                             8.738 METERS 21902     |
 SR1124| SR0336 WIN                                 APPROX.18.2 KM 3095600.8 |
 SR1124| CQ6495 ERIE RM 1                             7.342 METERS 33024     |
 SR1124|---------------------------------------------------------------------|
 SR1124
 SR1124                          SUPERSEDED SURVEY CONTROL
 SR1124
 SR1124  NAD 83(1986)-  47 28 11.00422(N)    109 17 15.38839(W) AD(       ) 2
 SR1124  NAD 27      -  47 28 11.07310(N)    109 17 12.75380(W) AD(       ) 2
 SR1124  NGVD 29 (07/19/86) 1121.3    (m)         3679.     (f) VERT ANG       
 SR1124
 SR1124.Superseded values are not recommended for survey control.
 SR1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1124.See file dsdata.txt to determine how the superseded data were derived.
 SR1124
 SR1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT2903858786(NAD 83)
 SR1124_MARKER: DS = TRIANGULATION STATION DISK
 SR1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1124
 SR1124  HISTORY     - Date     Condition        Report By
 SR1124  HISTORY     - 1961     MONUMENTED       CGS
 SR1124
 SR1124                          STATION DESCRIPTION
 SR1124
 SR1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1124'THE STATION IS LOCATED ABOUT 15 MILES NORTH AND 3 MILES EAST
 SR1124'OF HILGER, AND ABOUT 3 MILES EAST OF SUFFOLK, ON THE HIGHEST
 SR1124'POINT OF A BENCH ON THE WEST END.
 SR1124'
 SR1124'TO REACH THE STATION FROM THE RAILROAD DEPOT AND THE JUNCTION
 SR1124'OF STATE HIGHWAY 19 AND ROUTE 236 IN HILGER, GO NORTH ON ROUTE
 SR1124'236 FOR 16.25 MILES TO A SIDE ROAD RIGHT, EAST, (THIS ROAD
 SR1124'IS ABOUT 60 FEET SOUTH OF A LARGE RED ELEVATOR IN SUFFOLK).
 SR1124'TURN RIGHT AND GO EAST FOR 3.3 MILES TO TOP OF HILL, CONTINUE
 SR1124'EAST ON THE TRACK ROAD FOR 0.1 MILE, THENCE TURN LEFT, OFF
 SR1124'THE ROAD AND GO NORTHEAST ACROSS COUNTRY TO A WIRE GATE IN AN
 SR1124'EAST-WEST FENCE, PASS THRU GATE, TURN LEFT AND GO WEST AND
 SR1124'WEST-NORTHWEST FOR 0.35 MILE TO WESTERN END OF BENCH AND
 SR1124'STATION SITE ON HIGHEST POINT OF BENCH.
 SR1124'
 SR1124'THE STATION MARK, STAMPED ERIE 1961, IS A STANDARD DISK SET IN
 SR1124'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 SR1124'THE GROUND.  IT IS 6 FEET WEST OF A METAL WITNESS POST.
 SR1124'
 SR1124'REFERENCE MARK NO. 1, STAMPED ERIE NO 1 1961, IS A STANDARD
 SR1124'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 SR1124'FLUSH WITH THE GROUND AND IS 28 FEET SOUTHWEST OF A METAL
 SR1124'WITNESS POST.
 SR1124'
 SR1124'REFERENCE MARK NO. 2, STAMPED ERIE NO 2 1961, IS A STANDARD
 SR1124'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 SR1124'PROJECTS 1 INCH.  IT IS 31 FEET NORTHWEST OF A METAL WITNESS
 SR1124'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1485 ***********************************************************************
 SS1485  DESIGNATION -  ESS
 SS1485  PID         -  SS1485
 SS1485  STATE/COUNTY-  MT/CHOUTEAU
 SS1485  USGS QUAD   -  EAGLE BUTTES (1953)
 SS1485
 SS1485                         *CURRENT SURVEY CONTROL
 SS1485  ___________________________________________________________________
 SS1485* NAD 83(1992)-  47 52 14.51612(N)    110 04 24.06125(W)     ADJUSTED  
 SS1485* NAVD 88     -       879.0    (meters)    2884.     (feet)  VERTCON   
 SS1485  ___________________________________________________________________
 SS1485  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 SS1485  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 SS1485
 SS1485  HORZ ORDER  -  SECOND
 SS1485
 SS1485.The horizontal coordinates were established by classical geodetic methods
 SS1485.and adjusted by the National Geodetic Survey in July 1992..
 SS1485
 SS1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1485
 SS1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1485
 SS1485.The geoid height was determined by GEOID03.
 SS1485
 SS1485;                    North         East     Units Scale Factor Converg.
 SS1485;SPC MT       -   402,482.816   557,128.338   MT  0.99950498   -0 25 09.9
 SS1485;SPC MT       - 1,320,481.68  1,827,848.88   iFT  0.99950498   -0 25 09.9
 SS1485;UTM  12      - 5,302,344.713   569,296.149   MT  0.99965901   +0 41 14.1
 SS1485
 SS1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1485!SPC MT       -   0.99986458  x   0.99950498  =   0.99936963
 SS1485!UTM  12      -   0.99986458  x   0.99965901  =   0.99952364
 SS1485
 SS1485|---------------------------------------------------------------------|
 SS1485| PID    Reference Object                     Distance      Geod. Az  |
 SS1485|                                                           dddmmss.s |
 SS1485| CQ6498 ESS RM 1                             12.990 METERS 13502     |
 SS1485| CQ6499 ESS RM 2                             32.019 METERS 23728     |
 SS1485| CQ6497 ESS AZ MK                                          2663401.1 |
 SS1485|---------------------------------------------------------------------|
 SS1485
 SS1485                          SUPERSEDED SURVEY CONTROL
 SS1485
 SS1485  NAD 83(1986)-  47 52 14.51313(N)    110 04 24.04180(W) AD(       ) 2
 SS1485  NAD 27      -  47 52 14.59700(N)    110 04 21.32200(W) AD(       ) 2
 SS1485  NGVD 29 (07/19/86)  878.2    (m)         2881.     (f) VERT ANG       
 SS1485
 SS1485.Superseded values are not recommended for survey control.
 SS1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1485.See file dsdata.txt to determine how the superseded data were derived.
 SS1485
 SS1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU6929602345(NAD 83)
 SS1485_MARKER: DS = TRIANGULATION STATION DISK
 SS1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1485
 SS1485  HISTORY     - Date     Condition        Report By
 SS1485  HISTORY     - 1949     MONUMENTED       CGS
 SS1485
 SS1485                          STATION DESCRIPTION
 SS1485
 SS1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1485'STATION IS ABOUT 27 MILES EAST OF FORT BENTON, AND ABOUT
 SS1485'12 MILES SOUTHEAST OF VIRGELLE, NEAR THE EAST END OF A ROCKY
 SS1485'BLUFF WHICH IS ABOUT 1/2 MILE WEST OF THE MISSOURI RIVER,
 SS1485'AND ON LAND OWNED BY W.L. GIBLER.  IT IS 6 FEET WEST OF A
 SS1485'WITNESS POST.
 SS1485'
 SS1485'TO REACH THE STATION FROM THE POST OFFICE IN FORT BENTON,
 SS1485'GO EAST ACROSS THE BRIDGE SPANNING THE MISSOURI RIVER, AND
 SS1485'CONTINUE EAST 7.55 MILES TO A FORK, BEAR LEFT, AND CONTINUE
 SS1485'EAST 13.6 MILES TO A T-ROAD, TURN LEFT, GO NORTH AND EAST
 SS1485'5.0 MILES TO A CROSSROADS, TURN LEFT, GO NORTH 1.0 MILE TO A
 SS1485'CROSSROADS, TURN RIGHT, GO EAST 1.0 MILE TO A CROSSROADS,
 SS1485'TURN LEFT, GO NORTH 1.7 MILES TO A T-ROAD AND A GATE, TURN
 SS1485'RIGHT, PASS THROUGH THE GATE AND GO EAST 1.2 MILES TO A RANCH
 SS1485'HOUSE ON THE RIGHT, BEAR LEFT, CROSS A COULEE AND CONTINUE
 SS1485'EAST 0.1 MILE TO A GATE, PASS THROUGH THE GATE, BEAR LEFT
 SS1485'ON THE MAIN TRAVELED ROAD AND CONTINUE EAST 0.7 MILE TO A
 SS1485'FORK, BEAR RIGHT, GO 0.1 MILE TO A DIM FORK, BEAR LEFT AND
 SS1485'CONTINUE EAST 0.2 MILE TO A TRACK ROAD BETWEEN CULTIVATED
 SS1485'FIELDS, CONTINUE EAST ON THE TRACK ROAD 1.45 MILE TO THE
 SS1485'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST 0.3 MILE TO
 SS1485'THE STATION.
 SS1485'
 SS1485'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ESS
 SS1485'1949.
 SS1485'
 SS1485'REFERENCE MARK NO. 1 IS 37 FEET SOUTHEAST OF THE WITNESS
 SS1485'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SS1485'ESS NO 1 1949.
 SS1485'
 SS1485'REFERENCE MARK NO. 2 IS 106 FEET SOUTHWEST OF THE WITNESS
 SS1485'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 SS1485'ESS NO 2 1949.
 SS1485'
 SS1485'THE AZIMUTH MARK IS ABOUT 200 YARDS SOUTH OF THE ROAD AND
 SS1485'5 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6
 SS1485'INCHES AND THE DISK IS STAMPED ESS 1949.
 SS1485'
 SS1485'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SS1485'SQUARE CONCRETE POSTS.
 SS1485'
 SS1485'A 4 FOOT STAND AT ESS WILL SEE 4 FOOT STANDS AT STATIONS
 SS1485'SHEEP AND DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0920 ***********************************************************************
 TM0920  DESIGNATION -  ESSEX
 TM0920  PID         -  TM0920
 TM0920  STATE/COUNTY-  MT/FLATHEAD
 TM0920  USGS QUAD   -  ESSEX (1994)
 TM0920
 TM0920                         *CURRENT SURVEY CONTROL
 TM0920  ___________________________________________________________________
 TM0920* NAD 83(1992)-  48 18 09.90823(N)    113 37 20.05089(W)     ADJUSTED  
 TM0920* NAVD 88     -      1167.82   (+/-2cm)    3831.4    (feet)  VERTCON   
 TM0920  ___________________________________________________________________
 TM0920  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 TM0920  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 TM0920
 TM0920  HORZ ORDER  -  SECOND
 TM0920  VERT ORDER  -  THIRD ? (See Below)
 TM0920
 TM0920.The horizontal coordinates were established by classical geodetic methods
 TM0920.and adjusted by the National Geodetic Survey in July 1992..
 TM0920
 TM0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0920.The vertical order pertains to the NGVD 29 superseded value.
 TM0920
 TM0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0920
 TM0920.The geoid height was determined by GEOID03.
 TM0920
 TM0920;                    North         East     Units Scale Factor Converg.
 TM0920;SPC MT       -   458,389.012   294,429.792   MT  0.99964734   -3 00 55.6
 TM0920;SPC MT       - 1,503,900.96    965,977.01   iFT  0.99964734   -3 00 55.6
 TM0920;UTM  12      - 5,353,274.339   305,547.916   MT  1.00006460   -1 57 30.8
 TM0920
 TM0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0920!SPC MT       -   0.99981927  x   0.99964734  =   0.99946667
 TM0920!UTM  12      -   0.99981927  x   1.00006460  =   0.99988385
 TM0920
 TM0920|---------------------------------------------------------------------|
 TM0920| PID    Reference Object                     Distance      Geod. Az  |
 TM0920|                                                           dddmmss.s |
 TM0920| CN3485 ESSEX RM 2                            8.322 METERS 06649     |
 TM0920| CN3484 ESSEX RM 1                            8.012 METERS 24451     |
 TM0920| CN3483 ESSEX AZ MK                                        3331223.2 |
 TM0920|---------------------------------------------------------------------|
 TM0920
 TM0920                          SUPERSEDED SURVEY CONTROL
 TM0920
 TM0920  NAD 83(1986)-  48 18 09.91789(N)    113 37 20.04068(W) AD(       ) 2
 TM0920  NAD 27      -  48 18 10.04982(N)    113 37 16.65073(W) AD(       ) 2
 TM0920  NGVD 29 (07/19/86) 1166.57   (m)         3827.3    (f) LEVELING    3  
 TM0920
 TM0920.Superseded values are not recommended for survey control.
 TM0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0920.See file dsdata.txt to determine how the superseded data were derived.
 TM0920
 TM0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU0554853274(NAD 83)
 TM0920_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0920
 TM0920  HISTORY     - Date     Condition        Report By
 TM0920  HISTORY     - 1963     MONUMENTED       CGS
 TM0920
 TM0920                          STATION DESCRIPTION
 TM0920
 TM0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0920'THE STATION IS ABOUT 21 MILES SOUTHWEST OF EAST GLACIER,
 TM0920'2-1/2 MILES NORTH-NORTHWEST OF THE WALTON RANGER STATION AND
 TM0920'0.2 MILE SOUTHWEST OF U.S. HIGHWAY 2, ON THE SOUTH RIGHT-OF-WAY
 TM0920'OF THE GREAT NORTHERN RAILROAD.
 TM0920'
 TM0920'TO REACH FROM THE POST OFFICE IN EAST GLACIER, GO SOUTHWEST
 TM0920'ON U.S. HIGHWAY 2 FOR 11.4 MILES TO THE LEWIS AND CLARK MONUMENT
 TM0920'IN THE CENTER OF THE HIGHWAY.  CONTINUE SOUTHERLY ON HIGHWAY
 TM0920'FOR 16.75 MILES TO THE WALTON RANGER STATION ON THE RIGHT.
 TM0920'CONTINUE SOUTHERLY ON HIGHWAY FOR 1.75 MILES TO THE HALF WAY HOUSE
 TM0920'ON THE RIGHT.  CONTINUE SOUTHERLY ON HIGHWAY FOR 0.5 MILE,
 TM0920'TURN LEFT AND GO EAST, LEAVING HIGHWAY, FOR 0.15 MILE TO
 TM0920'THE RAILROAD TRACKS AND THE STATION.  TO REACH THE AZIMUTH
 TM0920'MARK, GO NORTHERLY ALONG RAILROAD TRACKS FOR ABOUT 0.4 MILE TO
 TM0920'THE MARK ON THE RIGHT OF THE TRACKS.
 TM0920'
 TM0920'STATION MARK IS A STANDARD DISK, STAMPED ESSEX 1963, SET IN
 TM0920'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 TM0920'IT IS 51 FEET NORTH OF TELEPHONE LINE POLE NUMBER A 35 AND
 TM0920'25 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.
 TM0920'
 TM0920'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ESSEX NO 1 1963,
 TM0920'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 TM0920'THE GROUND.  IT IS 79 FEET WEST OF THE WEST RAIL, 50 FEET
 TM0920'NORTH OF THE TELEPHONE LINE POLE AND ABOUT THE SAME ELEVATION
 TM0920'AS THE STATION.
 TM0920'
 TM0920'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ESSEX NO 2 1963,
 TM0920'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 TM0920'THE GROUND.  IT IS 79 FEET NORTH OF THE TELEPHONE LINE POLE,
 TM0920'54 FEET WEST OF THE WEST RAIL AND ABOUT THE SAME ELEVATION AS THE
 TM0920'STATION.
 TM0920'
 TM0920'AZIMUTH MARK IS A STANDARD DISK, STAMPED ESSEX 1963, CEMENTED
 TM0920'IN A DRILL HOLE IN A 4 X 5 FOOT ROCK OUTCROP PROJECTING 1 FOOT.
 TM0920'IT IS 64.8 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0635 ***********************************************************************
 TM0635  FBN         -  This is a Federal Base Network Control Station.
 TM0635  DESIGNATION -  ETHRIDGE
 TM0635  PID         -  TM0635
 TM0635  STATE/COUNTY-  MT/TOOLE
 TM0635  USGS QUAD   -  BORU SPRING (1966)
 TM0635
 TM0635                         *CURRENT SURVEY CONTROL
 TM0635  ___________________________________________________________________
 TM0635* NAD 83(1999)-  48 34 26.17687(N)    112 10 39.13137(W)     ADJUSTED  
 TM0635* NAVD 88     -      1137.368  (meters)    3731.51   (feet)  ADJUSTED  
 TM0635  ___________________________________________________________________
 TM0635  X           -  -1,596,285.614 (meters)                     COMP
 TM0635  Y           -  -3,915,966.479 (meters)                     COMP
 TM0635  Z           -   4,760,183.427 (meters)                     COMP
 TM0635  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 TM0635  ELLIP HEIGHT-        1122.60  (meters)          (10/12/00) GPS OBS
 TM0635  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 TM0635  DYNAMIC HT  -        1137.411 (meters)    3731.66  (feet)  COMP
 TM0635  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 TM0635
 TM0635  HORZ ORDER  -  A
 TM0635  VERT ORDER  -  FIRST     CLASS II
 TM0635  ELLP ORDER  -  THIRD     CLASS I
 TM0635
 TM0635.The horizontal coordinates were established by GPS observations
 TM0635.and adjusted by the National Geodetic Survey in October 2000..
 TM0635.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TM0635.DATUM ITEM on the data sheet items page.
 TM0635
 TM0635.The orthometric height was determined by differential leveling
 TM0635.and adjusted by the National Geodetic Survey in June 1991..
 TM0635
 TM0635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TM0635
 TM0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0635
 TM0635.The ellipsoidal height was determined by GPS observations
 TM0635.and is referenced to NAD 83.
 TM0635
 TM0635.The geoid height was determined by GEOID03.
 TM0635
 TM0635.The dynamic height is computed by dividing the NAVD 88
 TM0635.geopotential number by the normal gravity value computed on the
 TM0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0635.degrees latitude (g = 980.6199 gals.).
 TM0635
 TM0635.The modeled gravity was interpolated from observed gravity values.
 TM0635
 TM0635;                    North         East     Units Scale Factor Converg.
 TM0635;SPC MT       -   483,868.905   402,498.842   MT  0.99976637   -1 57 31.1
 TM0635;SPC MT       - 1,587,496.41  1,320,534.26   iFT  0.99976637   -1 57 31.1
 TM0635;UTM  12      - 5,380,763.549   413,140.532   MT  0.99969269   -0 52 58.7
 TM0635
 TM0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0635!SPC MT       -   0.99982410  x   0.99976637  =   0.99959051
 TM0635!UTM  12      -   0.99982410  x   0.99969269  =   0.99951684
 TM0635
 TM0635:                Primary Azimuth Mark                     Grid Az
 TM0635:SPC MT       -  ETHRIDGE AZ MK                           122 19 22.7
 TM0635:UTM  12      -  ETHRIDGE AZ MK                           121 14 50.3
 TM0635
 TM0635|---------------------------------------------------------------------|
 TM0635| PID    Reference Object                     Distance      Geod. Az  |
 TM0635|                                                           dddmmss.s |
 TM0635| CN3486 ETHRIDGE AZ MK                                     1202151.6 |
 TM0635| TM0637 ETHRIDGE RM 2                        15.097 METERS 21309     |
 TM0635| TM0636 ETHRIDGE RM 1                        13.902 METERS 30657     |
 TM0635|---------------------------------------------------------------------|
 TM0635
 TM0635                          SUPERSEDED SURVEY CONTROL
 TM0635
 TM0635  NAD 83(1992)-  48 34 26.17594(N)    112 10 39.13164(W) AD(       ) B
 TM0635  ELLIP H (05/15/92) 1122.69   (m)                       GP(       ) 4 2
 TM0635  NAD 83(1986)-  48 34 26.17974(N)    112 10 39.11060(W) AD(       ) 2
 TM0635  NAD 27      -  48 34 26.23796(N)    112 10 35.96501(W) AD(       ) 2
 TM0635  NAVD 88 (05/28/92) 1137.37   (m)         3731.5    (f) LEVELING    3  
 TM0635  NGVD 29 (06/11/92) 1136.08   (m)         3727.3    (f) LEVELING    3  
 TM0635
 TM0635.Superseded values are not recommended for survey control.
 TM0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0635.See file dsdata.txt to determine how the superseded data were derived.
 TM0635
 TM0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU1314180764(NAD 83)
 TM0635_MARKER: DS = TRIANGULATION STATION DISK
 TM0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0635_SP_SET: CONCRETE POST
 TM0635_STAMPING: ETHRIDGE 1964
 TM0635_MARK LOGO: CGS   
 TM0635_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0635+STABILITY: SURFACE MOTION
 TM0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0635+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1999
 TM0635
 TM0635  HISTORY     - Date     Condition        Report By
 TM0635  HISTORY     - 1964     MONUMENTED       CGS
 TM0635  HISTORY     - 1978     GOOD             NGS
 TM0635  HISTORY     - 19910815 GOOD             NGS
 TM0635  HISTORY     - 19990614 GOOD             NGS
 TM0635
 TM0635                          STATION DESCRIPTION
 TM0635
 TM0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0635'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF CUT BANK, 2-1/2
 TM0635'MILES WEST-NORTHWEST OF ETHRIDGE, 0.1 MILE NORTH OF OLD U.S.
 TM0635'HIGHWAY 2 AND ON THE SOUTH RIGHT-OF-WAY OF NEW U.S. HIGHWAY 2.
 TM0635'
 TM0635'TO REACH FROM THE POST OFFICE AND TEXACO SERVICE STATION IN
 TM0635'ETHRIDGE, GO WEST ON U.S. HIGHAY 2 FOR 1.6 MILES TO WHERE THE
 TM0635'NEW HIGHWAY UNDER CONSTRUCTION AT THIS TIME CROSSES THE OLD
 TM0635'HIGHWAY, CONTINUE WEST ON THE OLD HIGHWAY FOR 0.3 MILE TO THE
 TM0635'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, WEST, FOR 0.9
 TM0635'MILE TO A GATE ON THE RIGHT, TURN RIGHT, NORTH, FOR 0.1 MILE
 TM0635'TO THE STATION ON A SMALL KNOLL.
 TM0635'
 TM0635'THE STATION MARK IS A STANDARD DISK STAMPED, ETHRIDGE 1964,
 TM0635'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0635'3 INCHES.  IT IS 155 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 TM0635'OF THE NEW HIGHWAY, AND ABOUT 40 FEET HIGHER, 5.9 FEET SOUTH
 TM0635'OF A WITNESS POST.
 TM0635'
 TM0635'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ETHRIDGE NO 1 1964,
 TM0635'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0635'3 INCHES.  IT IS 153 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 TM0635'OF THE NEW HIGHWAY, AND ABOUT 35 FEET HIGHER, 47.0 FEET WEST
 TM0635'OF THE WITNESS POST, AND ABOUT 1.0 FEET LOWER THAN THE STATION.
 TM0635'
 TM0635'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, ETHRIDGE NO 2 1964,
 TM0635'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 TM0635'INCHES.  IT IS 55.5 FEET SOUTH OF THE WITNESS POST, AND 4.29
 TM0635'FEET LOWER THAN THE STATION.
 TM0635'
 TM0635'AZIMUTH MARK IS A STANDARD DISK STAMPED, ETHRIDGE 1964, SET
 TM0635'IN THE TOP OF A 28 INCH SQUARE CONCRETE POST PROJECTING 1.0 FEET.
 TM0635'IT IS 150.0 FEET NORTHEAST OF NYBERGS RANCH BAR AND LOUNGE
 TM0635'NOTHEAST CORNER, 53.0 FEET NORTH OF OLD HIGHWAY 2, 2.0 FEET
 TM0635'SOUTH OF A WITNESS POST, AND ABOUT THE SAME ELEVATION AS THE
 TM0635'HIGHWAY.
 TM0635
 TM0635                          STATION RECOVERY (1978)
 TM0635
 TM0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0635'9.0 MI SE FROM CUT BANK.
 TM0635'THE MARK IS 15 FT ABOVE THE HIGHWAY.
 TM0635'ABOUT 9.0 MILES SOUTHEAST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT
 TM0635'BANK RIVER IN CUT BANK TO A CUT ON THE SOUTHWEST SIDE OF THE HIGHWAY.
 TM0635'STATION IS LOCATED ON THE CREST OF THE CUT, 0.15 MILE NORTHWEST FROM
 TM0635'HIGHWAY MILE POST 264, 151 FEET SOUTHWEST OF THE CENTERLINE OF
 TM0635'HIGHWAY 2, 45 FEET AND 6 INCHES SOUTHEAST OF RM 1, 49 FEET AND 7
 TM0635'INCHES NORTHEAST OF RM 2, 5 FEET AND 7 INCHES SOUTHWEST OF A WITNESS
 TM0635'POST, AND 15 FEET SOUTHWEST OF THE TOP OF THE CUT.  NOTE=MILEAGE
 TM0635'BETWEEN POSTS 263 AND 264 IS 0.65 MILE.
 TM0635
 TM0635                          STATION RECOVERY (1991)
 TM0635
 TM0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TM0635'THE STATION IS LOCATED ABOUT 24.15 KM (15.01 MI) NORTHWEST OF SHELBY,
 TM0635'4.8 KM (3.0 MI) NORTHWEST OF ETHRIDGE, 0.96 KM (0.60 MI) SOUTHEAST OF
 TM0635'THE GLACIER-TOOLE COUNTY LINE, 0.24 KM (0.15 MI) NORTHWEST OF MILE
 TM0635'MARKER 264 AND ON A CUTBANK ON THE SOUTH SIDE OF U.S. HIGHWAY 2.
 TM0635'TO REACH THE STATION FROM THE GLACIER COUNTY COURTHOUSE, IN CUTBANK,
 TM0635'GO SOUTHEAST ON U.S. HIGHWAY 2 FOR 12.8 KM (8.0 MI) TO THE STATION ON
 TM0635'THE RIGHT.
 TM0635'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE POST
 TM0635'FLUSH WITH THE GROUND.  LOCATED 61 M (200.1 FT) SOUTHWEST OF THE
 TM0635'CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) SOUTHWEST OF THE EDGE OF
 TM0635'THE CUTBANK AND 1.83 M (6.00 FT) SOUTHWEST OF A METAL WITNESS POST.
 TM0635
 TM0635                          STATION RECOVERY (1999)
 TM0635
 TM0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 TM0635'THE STATION IS LOCATED ABOUT 24.14 KM (15.00 MI) NORTHWEST OF SHELBY,
 TM0635'4.8 KM (3.00 MI) NORTHWEST OF ETHRIDGE, 0.96 KM (0.60 MI) SOUTHEAST OF
 TM0635'THE GLACIER-TOOLE COUNTY LINES AND 0.24 KM (0.15 MI) NORTHWEST OF
 TM0635'HIGHWAY MILEPOST 264, ON THE SOUTHWEST SIDE US HIGHWAY 2, ON THE TOP
 TM0635'OF A KNOLL ABOUT 9.15 M (30.02 FT) ABOVE THE HIGHWAY.
 TM0635'OWNERSHIP--MONTANA DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 TM0635'FROM THE CENTER OF THE INTERSTATE HIGHWAY 15 BRIDGE OVER US HIGHWAY 2
 TM0635'(EXIT 363) ON THE WEST SIDE OF SHELBY, GO NORTHWEST ON HIGHWAY 2 FOR
 TM0635'18.75 KM (11.65 MI) TO THE JUNCTION OF ETHRIDGE ROAD ON THE RIGHT
 TM0635'LEADING NORTH TO THE TOWN OF ETHRIDGE.  CONTINUE AHEAD, NORTHWEST ON
 TM0635'HIGHWAY 2 FOR 4.67 KM (2.90 MI) TO THE STATION ON THE LEFT.  THE
 TM0635'STATION IS SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 8 CM
 TM0635'ABOVE GROUND.  LOCATED 45.84 M (150.39 FT) SOUTHWEST OF THE CENTERLINE
 TM0635'OF HIGHWAY 2 (SLOPE DISTANCE), 4.5 M (14.8 FT) SOUTHWEST OF THE
 TM0635'NORTHEAST EDGE OF THE CUT BANK OF THE KNOLL, 1.83 M (6.00 FT)
 TM0635'SOUTHWEST OF A METAL WITNESS POST WITHOUT PLAQUE, AND 0.45 M (1.48 FT)
 TM0635'NORTHEAST OF A FIBERGLASS WITNESS POST.  NOTE--VEHICLE CAN BE DRIVEN
 TM0635'TO TOP OF KNOLL DURING DRY CONDITIONS.  AT HIGHWAY 2 MILEPOST 264.1
 TM0635'THERE IS A TURNOUT ON THE SOUTHWEST SIDE OF HIGHWAY LEADING TO A WELL
 TM0635'DEFINED TRACK ROAD THAT GOES THROUGH A DITCH AND CONTINUES NORTHWEST
 TM0635'ALONG RIGHT-OF-WAY FENCE TO TOP OF KNOLL. EXERCISE CAUTION.  LARGE
 TM0635'BOULDER HIDDEN IN GRASS OF TRACK ROAD. REFERENCE MARKS 1 AND 2 WERE
 TM0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0783 ***********************************************************************
 TM0783  DESIGNATION -  ETHRIDGE ELEVATOR
 TM0783  PID         -  TM0783
 TM0783  STATE/COUNTY-  MT/TOOLE
 TM0783  USGS QUAD   -  BORU SPRING (1966)
 TM0783
 TM0783                         *CURRENT SURVEY CONTROL
 TM0783  ___________________________________________________________________
 TM0783* NAD 83(1992)-  48 33 42.09609(N)    112 07 41.35014(W)     ADJUSTED  
 TM0783* NAVD 88     -      1092.     (meters)    3583.     (feet)  SCALED    
 TM0783  ___________________________________________________________________
 TM0783  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 TM0783  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 TM0783
 TM0783  HORZ ORDER  -  THIRD
 TM0783
 TM0783.The horizontal coordinates were established by classical geodetic methods
 TM0783.and adjusted by the National Geodetic Survey in July 1992..
 TM0783
 TM0783.The orthometric height was scaled from a topographic map.
 TM0783
 TM0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0783
 TM0783.The geoid height was determined by GEOID03.
 TM0783
 TM0783;                    North         East     Units Scale Factor Converg.
 TM0783;SPC MT       -   482,384.996   406,094.445   MT  0.99976050   -1 55 21.0
 TM0783;SPC MT       - 1,582,627.94  1,332,330.86   iFT  0.99976050   -1 55 21.0
 TM0783;UTM  12      - 5,379,347.539   416,763.101   MT  0.99968512   -0 50 44.8
 TM0783
 TM0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0783!SPC MT       -   0.99983119  x   0.99976050  =   0.99959173
 TM0783!UTM  12      -   0.99983119  x   0.99968512  =   0.99951636
 TM0783
 TM0783                          SUPERSEDED SURVEY CONTROL
 TM0783
 TM0783  NAD 83(1986)-  48 33 42.10020(N)    112 07 41.33887(W) AD(       ) 4
 TM0783  NAD 27      -  48 33 42.15986(N)    112 07 38.20796(W) AD(       ) 3
 TM0783
 TM0783.Superseded values are not recommended for survey control.
 TM0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0783.See file dsdata.txt to determine how the superseded data were derived.
 TM0783
 TM0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU1676379348(NAD 83)
 TM0783_MARKER: 65 = GRAIN ELEVATOR
 TM0783
 TM0783  HISTORY     - Date     Condition        Report By
 TM0783  HISTORY     - 1938     FIRST OBSERVED   USGS
 TM0783
 TM0783                          STATION DESCRIPTION
 TM0783
 TM0783'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 TM0783'LOCATED AT ETHRIDGE, A STATION ON THE GREAT NORTHERN RAILROAD.
 TM0783'
 TM0783'STATION MARK--N. GABLE OF ROOF OF GRAIN ELEVATOR (ONLY ONE IN
 TM0783'ETHRIDGE IN 1938).
 TM0783'
 TM0783'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0636 ***********************************************************************
 TM0636  DESIGNATION -  ETHRIDGE RM 1
 TM0636  PID         -  TM0636
 TM0636  STATE/COUNTY-  MT/TOOLE
 TM0636  USGS QUAD   -  BORU SPRING (1966)
 TM0636
 TM0636                         *CURRENT SURVEY CONTROL
 TM0636  ___________________________________________________________________
 TM0636* NAD 83(1986)-  48 34 26.     (N)    112 10 37.     (W)     SCALED    
 TM0636* NAVD 88     -      1137.093  (meters)    3730.61   (feet)  ADJUSTED  
 TM0636  ___________________________________________________________________
 TM0636  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 TM0636  DYNAMIC HT  -        1137.136 (meters)    3730.75  (feet)  COMP
 TM0636  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 TM0636
 TM0636  VERT ORDER  -  FIRST     CLASS II
 TM0636
 TM0636.The horizontal coordinates were scaled from a topographic map and have
 TM0636.an estimated accuracy of +/- 6 seconds.
 TM0636
 TM0636.The orthometric height was determined by differential leveling
 TM0636.and adjusted by the National Geodetic Survey in June 1991..
 TM0636
 TM0636.The geoid height was determined by GEOID03.
 TM0636
 TM0636.The dynamic height is computed by dividing the NAVD 88
 TM0636.geopotential number by the normal gravity value computed on the
 TM0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0636.degrees latitude (g = 980.6199 gals.).
 TM0636
 TM0636.The modeled gravity was interpolated from observed gravity values.
 TM0636
 TM0636;                    North         East    Units  Estimated Accuracy
 TM0636;SPC MT       -   483,860.      402,540.      MT  (+/- 180 meters Scaled)
 TM0636
 TM0636                          SUPERSEDED SURVEY CONTROL
 TM0636
 TM0636.No superseded survey control is available for this station.
 TM0636
 TM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU131807(NAD 83)
 TM0636_MARKER: DR = REFERENCE MARK DISK
 TM0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0636_SP_SET: CONCRETE POST
 TM0636_STAMPING: ETHRIDGE NO 1 1964
 TM0636_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0636+STABILITY: SURFACE MOTION
 TM0636
 TM0636  HISTORY     - Date     Condition        Report By
 TM0636  HISTORY     - 1964     MONUMENTED       CGS
 TM0636  HISTORY     - 1978     GOOD             NGS
 TM0636
 TM0636                          STATION DESCRIPTION
 TM0636
 TM0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0636'9.0 MI SE FROM CUT BANK.
 TM0636'ABOUT 9.0 MILES SOUTHEAST ALONG HIGHWAY 2 FROM THE BRIDGE OVER
 TM0636'CUT BANK RIVER IN CUT BANK TO A CUT ON THE SOUTHWEST SIDE OF THE
 TM0636'HIGHWAY.  STATION IS LOCATED ON THE CREST OF THE CUT, 0.15 MILE
 TM0636'NORTHWEST OF HIGHWAY MILE POST 264, 69 FEET AND 6 INCHES NORTH OF
 TM0636'RM 2, 45 FEET AND 6 INCHES NORTHWEST OF ETHRIDGE STATION, AND 15
 TM0636'FEET SOUTHWEST OF THE TOP OF A CUTBANK.
 TM0636'THE MARK IS 6 FT BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0637 ***********************************************************************
 TM0637  DESIGNATION -  ETHRIDGE RM 2
 TM0637  PID         -  TM0637
 TM0637  STATE/COUNTY-  MT/TOOLE
 TM0637  USGS QUAD   -  BORU SPRING (1966)
 TM0637
 TM0637                         *CURRENT SURVEY CONTROL
 TM0637  ___________________________________________________________________
 TM0637* NAD 83(1986)-  48 34 26.     (N)    112 10 37.     (W)     SCALED    
 TM0637* NAVD 88     -      1136.027  (meters)    3727.12   (feet)  ADJUSTED  
 TM0637  ___________________________________________________________________
 TM0637  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 TM0637  DYNAMIC HT  -        1136.069 (meters)    3727.25  (feet)  COMP
 TM0637  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 TM0637
 TM0637  VERT ORDER  -  FIRST     CLASS II
 TM0637
 TM0637.The horizontal coordinates were scaled from a topographic map and have
 TM0637.an estimated accuracy of +/- 6 seconds.
 TM0637
 TM0637.The orthometric height was determined by differential leveling
 TM0637.and adjusted by the National Geodetic Survey in June 1991..
 TM0637
 TM0637.The geoid height was determined by GEOID03.
 TM0637
 TM0637.The dynamic height is computed by dividing the NAVD 88
 TM0637.geopotential number by the normal gravity value computed on the
 TM0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0637.degrees latitude (g = 980.6199 gals.).
 TM0637
 TM0637.The modeled gravity was interpolated from observed gravity values.
 TM0637
 TM0637;                    North         East    Units  Estimated Accuracy
 TM0637;SPC MT       -   483,860.      402,540.      MT  (+/- 180 meters Scaled)
 TM0637
 TM0637                          SUPERSEDED SURVEY CONTROL
 TM0637
 TM0637.No superseded survey control is available for this station.
 TM0637
 TM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU131807(NAD 83)
 TM0637_MARKER: DR = REFERENCE MARK DISK
 TM0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0637_SP_SET: CONCRETE POST
 TM0637_STAMPING: ETHRIDGE NO 2 1964
 TM0637_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0637+STABILITY: SURFACE MOTION
 TM0637
 TM0637  HISTORY     - Date     Condition        Report By
 TM0637  HISTORY     - 1964     MONUMENTED       CGS
 TM0637  HISTORY     - 1978     GOOD             NGS
 TM0637
 TM0637                          STATION DESCRIPTION
 TM0637
 TM0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0637'9.0 MI SE FROM CUT BANK.
 TM0637'ABOUT 9.0 MILES SOUTHEAST ALONG HIGHWAY 2 FROM THE BRIDGE OVER THE
 TM0637'CUT BANK RIVER IN CUT BANK TO A CUT ON THE SOUTHWEST SIDE OF THE
 TM0637'HIGHWAY.  STATION IS LOCATED ON THE CREST OF THE CUT, 0.15 MILE
 TM0637'NORTHWEST FROM HIGHWAY MILE POST 264, 69 FEET AND 6 INCHES SOUTH OF
 TM0637'RM 1, AND 49 FEET AND 7 INCHES SOUTHWEST OF ETHRIDGE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0924 ***********************************************************************
 RX0924  DESIGNATION -  EUELL
 RX0924  PID         -  RX0924
 RX0924  STATE/COUNTY-  MT/SILVER BOW
 RX0924  USGS QUAD   -  RAMSAY (1996)
 RX0924
 RX0924                         *CURRENT SURVEY CONTROL
 RX0924  ___________________________________________________________________
 RX0924* NAD 83(1992)-  46 00 49.07836(N)    112 38 52.19862(W)     ADJUSTED  
 RX0924* NAVD 88     -      1740.3    (meters)    5710.     (feet)  VERTCON   
 RX0924  ___________________________________________________________________
 RX0924  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 RX0924  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 RX0924
 RX0924  HORZ ORDER  -  SECOND
 RX0924
 RX0924.The horizontal coordinates were established by classical geodetic methods
 RX0924.and adjusted by the National Geodetic Survey in July 1992..
 RX0924
 RX0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0924
 RX0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0924
 RX0924.The geoid height was determined by GEOID03.
 RX0924
 RX0924;                    North         East     Units Scale Factor Converg.
 RX0924;SPC MT       -   200,888.415   356,395.327   MT  0.99954315   -2 18 09.6
 RX0924;SPC MT       -   659,082.73  1,169,276.01   iFT  0.99954315   -2 18 09.6
 RX0924;UTM  12      - 5,096,882.219   372,436.419   MT  0.99980004   -1 11 08.8
 RX0924
 RX0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0924!SPC MT       -   0.99972924  x   0.99954315  =   0.99927252
 RX0924!UTM  12      -   0.99972924  x   0.99980004  =   0.99952934
 RX0924
 RX0924:                Primary Azimuth Mark                     Grid Az
 RX0924:SPC MT       -  NISSLER RADIO STA KXLF MAST              138 37 05.3
 RX0924:UTM  12      -  NISSLER RADIO STA KXLF MAST              137 30 04.5
 RX0924
 RX0924|---------------------------------------------------------------------|
 RX0924| PID    Reference Object                     Distance      Geod. Az  |
 RX0924|                                                           dddmmss.s |
 RX0924| RX0925 NISSLER RADIO STA KXLF MAST         APPROX. 1.2 KM 1361855.7 |
 RX0924| CN3489 EUELL AZ MK                                        1662613.5 |
 RX0924| CN3490 EUELL RM 1                            8.203 METERS 17019     |
 RX0924| RX0927 RAMSAY WATER TANK                   APPROX. 2.3 KM 2703010.3 |
 RX0924| CN3491 EUELL RM 2                            5.401 METERS 27203     |
 RX0924|---------------------------------------------------------------------|
 RX0924
 RX0924                          SUPERSEDED SURVEY CONTROL
 RX0924
 RX0924  NAD 83(1986)-  46 00 49.07674(N)    112 38 52.19673(W) AD(       ) 2
 RX0924  NAD 27      -  46 00 49.34500(N)    112 38 49.09400(W) AD(       ) 2
 RX0924  NGVD 29 (07/19/86) 1739.0    (m)         5705.     (f) VERT ANG       
 RX0924
 RX0924.Superseded values are not recommended for survey control.
 RX0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0924.See file dsdata.txt to determine how the superseded data were derived.
 RX0924
 RX0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7243696882(NAD 83)
 RX0924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RX0924_SETTING: 80 = SET IN A BOULDER
 RX0924_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RX0924
 RX0924  HISTORY     - Date     Condition        Report By
 RX0924  HISTORY     - 1956     MONUMENTED       CGS
 RX0924
 RX0924                          STATION DESCRIPTION
 RX0924
 RX0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0924'THE STATION IS LOCATED 6 MILES WEST OF BUTTE, 1 MILE EAST
 RX0924'NORTH-EAST OF RAMSEY AND 1 MILE NORTH OF SILVER BOW.
 RX0924'
 RX0924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND
 RX0924'10 S WHICH IS 6 MILES WEST OF BUTTE, GO WEST ON U.S. HIGHWAY
 RX0924'10 S FOR 0.85 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 RX0924'(NORTH) FOR 0.05 MILE TO A DIM TRACK ROAD LEADING RIGHT, TURN
 RX0924'RIGHT AND FOLLOW TRACK ROAD (EAST) ALONG POWERLINE FOR 0.7
 RX0924'MILE TO THE END OF TRUCK TRAVEL, AND THE STATION ON THE LEFT,
 RX0924'APPROXIMATELY 200 YARDS (NORTH).  TO REACH THE AZIMUTH MARK
 RX0924'FROM THE END OF TRUCK TRAVEL, TURN RIGHT (NORTH) ON DIM TRACK
 RX0924'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 RX0924'
 RX0924'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RX0924'EUELL 1956.
 RX0924'
 RX0924'REFERENCE MARK 1 PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 RX0924'EUELL NO 1 1956.
 RX0924'
 RX0924'REFERENCE MARK 2 PROJECTS 18 INCHES, AND THE DISK IS STAMPED
 RX0924'EUELL NO 2 1956.
 RX0924'
 RX0924'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF A TRACK
 RX0924'ROAD, 5 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE MARK
 RX0924'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED EUELL 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0418 ***********************************************************************
 TK0418  DESIGNATION -  EUREKA
 TK0418  PID         -  TK0418
 TK0418  STATE/COUNTY-  MT/BLAINE
 TK0418  USGS QUAD   -  DOWN RESERVOIR SW (1984)
 TK0418
 TK0418                         *CURRENT SURVEY CONTROL
 TK0418  ___________________________________________________________________
 TK0418* NAD 83(1992)-  48 33 50.18074(N)    108 26 47.44114(W)     ADJUSTED  
 TK0418* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 TK0418  ___________________________________________________________________
 TK0418  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 TK0418  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 TK0418
 TK0418  HORZ ORDER  -  THIRD
 TK0418
 TK0418.The horizontal coordinates were established by classical geodetic methods
 TK0418.and adjusted by the National Geodetic Survey in July 1992..
 TK0418
 TK0418.The orthometric height was scaled from a topographic map.
 TK0418
 TK0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0418
 TK0418.The geoid height was determined by GEOID03.
 TK0418
 TK0418;                    North         East     Units Scale Factor Converg.
 TK0418;SPC MT       -   479,903.983   677,735.448   MT  0.99976158   +0 46 14.3
 TK0418;SPC MT       - 1,574,488.13  2,223,541.50   iFT  0.99976158   +0 46 14.3
 TK0418;UTM  12      - 5,382,130.910   688,385.902   MT  1.00003604   +1 54 53.6
 TK0418
 TK0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0418!SPC MT       -   0.99986488  x   0.99976158  =   0.99962649
 TK0418!UTM  12      -   0.99986488  x   1.00003604  =   0.99990091
 TK0418
 TK0418:                Primary Azimuth Mark                     Grid Az
 TK0418:SPC MT       -  MESA                                     332 46 39.0
 TK0418:UTM  12      -  MESA                                     331 37 59.7
 TK0418
 TK0418|---------------------------------------------------------------------|
 TK0418| PID    Reference Object                     Distance      Geod. Az  |
 TK0418|                                                           dddmmss.s |
 TK0418| TK0436 MESA                                APPROX. 9.3 KM 3333253.3 |
 TK0418|---------------------------------------------------------------------|
 TK0418
 TK0418                          SUPERSEDED SURVEY CONTROL
 TK0418
 TK0418  NAD 83(1986)-  48 33 50.18229(N)    108 26 47.42635(W) AD(       ) 3
 TK0418  NAD 27      -  48 33 50.17386(N)    108 26 44.93158(W) AD(       ) 3
 TK0418
 TK0418.Superseded values are not recommended for survey control.
 TK0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0418.See file dsdata.txt to determine how the superseded data were derived.
 TK0418
 TK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU8838682131(NAD 83)
 TK0418_MARKER: Z = SEE DESCRIPTION
 TK0418_SETTING: 0 = UNSPECIFIED SETTING
 TK0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0418
 TK0418  HISTORY     - Date     Condition        Report By
 TK0418  HISTORY     - 1903     MONUMENTED       USGS
 TK0418
 TK0418                          STATION DESCRIPTION
 TK0418
 TK0418'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 TK0418'ON WESTERN SIDE OF DIVIDE BETWEEN EUREKA AND DODSON CREEKS,
 TK0418'OVERLOOKING THE VALLEY OF SAVOY CREEK, AND ABOUT 1.0 MI. NE. OF THE
 TK0418'HEAD OF EUREKA CREEK OR COULEE.  A RATHER DIM RD. RUNS TO COBURG,
 TK0418'ABOUT 2.0 MI. SW. OF TRIANGULATION POINT.
 TK0418'
 TK0418'STATION MARK - AN IRON BENCH MARK POST SET 32 IN. IN GROUND.
 TK0418'
 TK0418'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0876 ***********************************************************************
 TN0876  DESIGNATION -  EUREKA REA RELAY MAST
 TN0876  PID         -  TN0876
 TN0876  STATE/COUNTY-  MT/LINCOLN
 TN0876  USGS QUAD   -  EUREKA NORTH (1983)
 TN0876
 TN0876                         *CURRENT SURVEY CONTROL
 TN0876  ___________________________________________________________________
 TN0876* NAD 83(1992)-  48 52 42.28868(N)    115 02 54.94235(W)     ADJUSTED  
 TN0876* NAVD 88     -                                                        
 TN0876  ___________________________________________________________________
 TN0876  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 TN0876  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 TN0876
 TN0876  HORZ ORDER  -  THIRD
 TN0876
 TN0876.The horizontal coordinates were established by classical geodetic methods
 TN0876.and adjusted by the National Geodetic Survey in July 1992..
 TN0876
 TN0876
 TN0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0876
 TN0876.The geoid height was determined by GEOID03.
 TN0876
 TN0876;                    North         East     Units Scale Factor Converg.
 TN0876;SPC MT       -   528,754.992   193,381.810   MT  0.99992749   -4 03 31.8
 TN0876;SPC MT       - 1,734,760.47    634,454.76   iFT  0.99992749   -4 03 31.8
 TN0876;UTM  11      - 5,415,775.473   643,074.076   MT  0.99985148   +1 28 13.0
 TN0876
 TN0876                          SUPERSEDED SURVEY CONTROL
 TN0876
 TN0876  NAD 83(1986)-  48 52 42.29869(N)    115 02 54.93874(W) AD(       ) 4
 TN0876  NAD 27      -  48 52 42.42321(N)    115 02 51.34929(W) AD(       ) 3
 TN0876
 TN0876.Superseded values are not recommended for survey control.
 TN0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0876.See file dsdata.txt to determine how the superseded data were derived.
 TN0876
 TN0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4307415775(NAD 83)
 TN0876
 TN0876  HISTORY     - Date     Condition        Report By
 TN0876  HISTORY     - 1960     MONUMENTED       CGS
 TN0876
 TN0876                          STATION DESCRIPTION
 TN0876
 TN0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0876'STATION IS LOCATED ABOUT 1/4 MILE SOUTHEAST OF THE CENTER OF
 TN0876'EUREKA ON THE HIGHEST POINT OF A SMALL ROCKY RIDGE OVERLOOKING
 TN0876'THE BUSINESS DISTRICT.  IT IS ON PROPERTY OWNED BY MRS. ELSIE
 TN0876'FROST OF EUREKA.
 TN0876'
 TN0876'IT IS THE WEST ONE OF TWO POLE MASTS WITH RADIO ANTENNAS AT
 TN0876'THE TOP, PAINTED ALTERNATELY RED AND WHITE, 55 FEET HIGH
 TN0876'AND HAS A SINGLE STEADY RED LIGHT AT THE TOP.
 TN0876'
 TN0876'A TRAVERSE CONNECTION WAS MADE, USING A 300 FOOT STEEL TAPE,
 TN0876'FROM TRIANGULATION STATION EUREKA, THE DISTANCE BEING 167.34
 TN0876'FEET OR (51.005) METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0875 ***********************************************************************
 TN0875  DESIGNATION -  EUREKA RESET
 TN0875  PID         -  TN0875
 TN0875  STATE/COUNTY-  MT/LINCOLN
 TN0875  USGS QUAD   -  EUREKA NORTH (1983)
 TN0875
 TN0875                         *CURRENT SURVEY CONTROL
 TN0875  ___________________________________________________________________
 TN0875* NAD 83(1992)-  48 52 40.83051(N)    115 02 56.11672(W)     ADJUSTED  
 TN0875* NAVD 88     -       929.0    (meters)    3048.     (feet)  VERTCON   
 TN0875  ___________________________________________________________________
 TN0875  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 TN0875  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 TN0875
 TN0875  HORZ ORDER  -  SECOND
 TN0875
 TN0875.The horizontal coordinates were established by classical geodetic methods
 TN0875.and adjusted by the National Geodetic Survey in July 1992..
 TN0875
 TN0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0875
 TN0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0875
 TN0875.The geoid height was determined by GEOID03.
 TN0875
 TN0875;                    North         East     Units Scale Factor Converg.
 TN0875;SPC MT       -   528,711.757   193,354.756   MT  0.99992726   -4 03 32.6
 TN0875;SPC MT       - 1,734,618.63    634,366.00   iFT  0.99992726   -4 03 32.6
 TN0875;UTM  11      - 5,415,729.837   643,051.316   MT  0.99985140   +1 28 12.1
 TN0875
 TN0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0875!SPC MT       -   0.99985692  x   0.99992726  =   0.99978419
 TN0875!UTM  11      -   0.99985692  x   0.99985140  =   0.99970834
 TN0875
 TN0875|---------------------------------------------------------------------|
 TN0875| PID    Reference Object                     Distance      Geod. Az  |
 TN0875|                                                           dddmmss.s |
 TN0875| TN0876 EUREKA REA RELAY MAST                51.005 METERS 02759     |
 TN0875| AI2242 EUREKA RM 1                          11.369 METERS 15715     |
 TN0875| CH6399 2577                                               2465544.0 |
 TN0875| AI2243 EUREKA RM 2                           8.127 METERS 31958     |
 TN0875|---------------------------------------------------------------------|
 TN0875
 TN0875                          SUPERSEDED SURVEY CONTROL
 TN0875
 TN0875  NAD 83(1986)-  48 52 40.84052(N)    115 02 56.11311(W) AD(       ) 2
 TN0875  NAD 27      -  48 52 40.96506(N)    115 02 52.52365(W) AD(       ) 2
 TN0875  NGVD 29 (07/19/86)  927.8    (m)         3044.     (f) VERT ANG       
 TN0875
 TN0875.Superseded values are not recommended for survey control.
 TN0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0875.See file dsdata.txt to determine how the superseded data were derived.
 TN0875
 TN0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4305115730(NAD 83)
 TN0875_MARKER: DH = HORIZONTAL CONTROL DISK
 TN0875_SETTING: 66 = SET IN ROCK OUTCROP
 TN0875_STAMPING: EUREKA 1960 1987
 TN0875_MARK LOGO: NGS   
 TN0875_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 TN0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0875+STABILITY: SURFACE MOTION
 TN0875
 TN0875  HISTORY     - Date     Condition        Report By
 TN0875  HISTORY     - 1987     MONUMENTED       NGS
 TN0875
 TN0875                          STATION DESCRIPTION
 TN0875
 TN0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 TN0875'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW- THE
 TN0875'STATION DISK WAS FOUND BROKEN OFF, THE POINT WAS HELD AND A NEW DISK
 TN0875'WAS SET.  REFERENCE MARK 1 WAS RE-ENFORCED AND REFERENCE MARK 2 HAS
 TN0875'THE STEM REMAINING WITH THE DISK MISSING.  THE AZIMUTH MARK -BM 2577-
 TN0875'WAS NOT FOUND.  STATION- BLACK BUTTE OR THE BLACK BUTTE LOOKOUT TOWER
 TN0875'CAN BE USED FOR AN AZIMUTH MARK.  THE STATION IS LOCATED ON THE SOUTH
 TN0875'EDGE OF EUREKA ON A VERY PROMINENT ROCK LEDGE.  THE LANDOWNER COULD
 TN0875'NOT BE CONTACTED, BUT THE PROPERTY WAS OWNED BY MRS ELSIE FROST OF
 TN0875'EUREKA IN 1960.
 TN0875'TO REACH THE STATION FROM THE TOWN HALL IN EUREKA, GO SOUTHEAST ON US
 TN0875'HIGHWAY 93 FOR 0.16 KM (0.10 MI) TO WHERE THE HIGHWAY TURNS TO THE
 TN0875'LEFT.  TURN LEFT AND FOLLOW US HIGHWAY 93 FOR 0.24 KM (0.15 MI) TO A
 TN0875'ROAD LEFT THAT LEADS TO THE TOP OF THE HILL. TURN LEFT AND GO UPHILL
 TN0875'ON A WINDING ROAD FOR 0.08 KM (0.05 MI) TO A FORK, TAKE THE RIGHT FORK
 TN0875'FOR 0.32 KM (0.20 MI) TO A FORK.  BEAR RIGHT ON STEVENS WAY AND
 TN0875'CONTINUE UPHILL FOR 0.08 KM (0.05 MI) TO AN OPEN FIELD AND THE STATION
 TN0875'ABOUT 50 M (164.0 FT) SOUTH ON A ROCK LEDGE.
 TN0875'STATION MARK, STAMPED--EUREKA 1960 1987--, IS A STANDARD DISK CEMENTED
 TN0875'IN A DRILL HOLE IN BEDROCK.  IT IS ON THE NORTHWEST END OF THE ROCK
 TN0875'LEDGE, 11.28 M (37.01 FT) SOUTHEAST OF A 10-INCH CEDAR TREE AND 5.48 M
 TN0875'(17.98 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK LEDGE.
 TN0875'REFERENCE MARK 1, STAMPED EUREKA NO 1 1960, IS A STANDARD DISK
 TN0875'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 22.65 M (74.31 FT)
 TN0875'SOUTHEAST OF A CEDAR TREE AND 5.64 M (18.50 FT) SOUTHWEST OF THE
 TN0875'NORTHEAST EDGE OF THE ROCK LEDGE.  REFERENCE MARK NO 2 IS A STEM
 TN0875'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 0.9 M (3.0 FT) LOWER THAN
 TN0875'THE STATION, 3.20 M (10.50 FT) SOUTHEAST OF THE CEDAR TREE AND 5.46 M
 TN0875'(17.91 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1519 ***********************************************************************
 SS1519  DESIGNATION -  EVERLY
 SS1519  PID         -  SS1519
 SS1519  STATE/COUNTY-  MT/JUDITH BASIN
 SS1519  USGS QUAD   -  ARROW PEAK (1995)
 SS1519
 SS1519                         *CURRENT SURVEY CONTROL
 SS1519  ___________________________________________________________________
 SS1519* NAD 83(1992)-  47 23 49.62610(N)    110 35 02.54045(W)     ADJUSTED  
 SS1519* NAVD 88     -      1594.2    (meters)    5230.     (feet)  VERTCON   
 SS1519  ___________________________________________________________________
 SS1519  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 SS1519  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS1519
 SS1519  HORZ ORDER  -  THIRD
 SS1519
 SS1519.The horizontal coordinates were established by classical geodetic methods
 SS1519.and adjusted by the National Geodetic Survey in July 1992..
 SS1519
 SS1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1519
 SS1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1519
 SS1519.The geoid height was determined by GEOID03.
 SS1519
 SS1519;                    North         East     Units Scale Factor Converg.
 SS1519;SPC MT       -   350,266.396   518,215.682   MT  0.99941512   -0 47 34.7
 SS1519;SPC MT       - 1,149,167.97  1,700,182.68   iFT  0.99941512   -0 47 34.7
 SS1519;UTM  12      - 5,249,379.837   531,388.575   MT  0.99961211   +0 18 22.2
 SS1519
 SS1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1519!SPC MT       -   0.99975221  x   0.99941512  =   0.99916748
 SS1519!UTM  12      -   0.99975221  x   0.99961211  =   0.99936442
 SS1519
 SS1519:                Primary Azimuth Mark                     Grid Az
 SS1519:SPC MT       -  JEFF                                     078 23 04.7
 SS1519:UTM  12      -  JEFF                                     077 17 07.8
 SS1519
 SS1519|---------------------------------------------------------------------|
 SS1519| PID    Reference Object                     Distance      Geod. Az  |
 SS1519|                                                           dddmmss.s |
 SS1519| SS0410 JEFF                                APPROX. 0.8 KM 0773530.0 |
 SS1519| CQ6500 EVERLY RM 1                          10.442 METERS 14929     |
 SS1519| CQ6501 EVERLY RM 2                           8.695 METERS 33221     |
 SS1519|---------------------------------------------------------------------|
 SS1519
 SS1519                          SUPERSEDED SURVEY CONTROL
 SS1519
 SS1519  NAD 83(1986)-  47 23 49.62371(N)    110 35 02.52255(W) AD(       ) 3
 SS1519  NAD 27      -  47 23 49.75350(N)    110 34 59.74440(W) AD(       ) 3
 SS1519  NGVD 29 (07/19/86) 1593.2    (m)         5227.     (f) VERT ANG       
 SS1519
 SS1519.Superseded values are not recommended for survey control.
 SS1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1519.See file dsdata.txt to determine how the superseded data were derived.
 SS1519
 SS1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT3138949380(NAD 83)
 SS1519_MARKER: DS = TRIANGULATION STATION DISK
 SS1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1519
 SS1519  HISTORY     - Date     Condition        Report By
 SS1519  HISTORY     - 1961     MONUMENTED       CGS
 SS1519
 SS1519                          STATION DESCRIPTION
 SS1519
 SS1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1519'THE STATION IS LOCATED IN A PASTURE, ABOUT 10 MILES NORTH AND
 SS1519'3-1/2 MILES WEST OF GEYSER, 9 MILES NORTH AND 7 MILES EAST OF
 SS1519'RAYNESFORD.
 SS1519'
 SS1519'TO REACH FROM A CROSS STREET JUST NORTH OF THE POST OFFICE
 SS1519'IN GEYSER, GO EAST ON GRAVELED STREET FOR 0.2 MILE TO A CROSS
 SS1519'ROAD, TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.8 MILE TO
 SS1519'A SIDE ROAD RIGHT, CONTINUE NORTH FOR 3.6 MILES TO A FORK,
 SS1519'KEEP LEFT AND GO NORTHWEST ON GRAVELED ROAD FOR 3.95 MILES
 SS1519'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.9 MILE
 SS1519'TO A SIDE ROAD RIGHT, KEEP LEFT STRAIGHT AHEAD FOR 3.85 MILES
 SS1519'TO A SIDE ROAD LEFT AND A CATTLE GUARD, TURN LEFT, CROSSING
 SS1519'CATTLE GUARD AND GO WEST PASSING TO THE NORTH OF FARM
 SS1519'BUILDINGS FOR 0.15 TO A POLE GATE.  PASS THROUGH GATE AND GO
 SS1519'NORTHWEST ON TRACK ROAD FOR 0.35 MILE TO A FENCE CORNER ON
 SS1519'THE RIGHT, BEAR RIGHT AND GO NORTH ALONG WEST SIDE OF
 SS1519'FENCE FOR 0.05 MILE TO STATION SITE.
 SS1519'
 SS1519'THE STATION MARK IS A STANDARD DISK, STAMPED EVERLY 1961,
 SS1519'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 SS1519'FLUSH.  IT IS 4 FEET WEST OF A FENCE AND 3.6 FEET WEST OF A
 SS1519'WITNESS POST.
 SS1519'
 SS1519'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED EVERLY NO 1
 SS1519'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SS1519'THAT IS FLUSH.  IT IS 34 FEET SOUTH OF THE WITNESS POST AND
 SS1519'1.5 FEET WEST OF THE FENCE.
 SS1519'
 SS1519'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED EVERLY NO
 SS1519'2 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SS1519'THAT IS FLUSH.  IT IS 28 FEET NORTH OF THE WITNESS POST AND
 SS1519'1.5 FEET WEST OF THE FENCE.
 SS1519'
 SS1519'STATION JEFF MAY BE USED FOR AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1151 ***********************************************************************
 SR1151  DESIGNATION -  EVERSON
 SR1151  PID         -  SR1151
 SR1151  STATE/COUNTY-  MT/FERGUS
 SR1151  USGS QUAD   -  SPRING COULEE (1978)
 SR1151
 SR1151                         *CURRENT SURVEY CONTROL
 SR1151  ___________________________________________________________________
 SR1151* NAD 83(1992)-  47 34 07.30723(N)    109 47 33.69376(W)     ADJUSTED  
 SR1151* NAVD 88     -      1097.8    (meters)    3602.     (feet)  VERTCON   
 SR1151  ___________________________________________________________________
 SR1151  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 SR1151  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 SR1151
 SR1151  HORZ ORDER  -  SECOND
 SR1151
 SR1151.The horizontal coordinates were established by classical geodetic methods
 SR1151.and adjusted by the National Geodetic Survey in July 1992..
 SR1151
 SR1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1151
 SR1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1151
 SR1151.The geoid height was determined by GEOID03.
 SR1151
 SR1151;                    North         East     Units Scale Factor Converg.
 SR1151;SPC MT       -   368,806.722   577,988.660   MT  0.99943972   -0 12 50.8
 SR1151;SPC MT       - 1,209,995.81  1,896,288.25   iFT  0.99943972   -0 12 50.8
 SR1151;UTM  12      - 5,269,070.629   590,807.186   MT  0.99970133   +0 53 28.2
 SR1151
 SR1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1151!SPC MT       -   0.99983019  x   0.99943972  =   0.99927001
 SR1151!UTM  12      -   0.99983019  x   0.99970133  =   0.99953157
 SR1151
 SR1151:                Primary Azimuth Mark                     Grid Az
 SR1151:SPC MT       -  EVERSON AZ MK                            089 30 13.5
 SR1151:UTM  12      -  EVERSON AZ MK                            088 23 54.5
 SR1151
 SR1151|---------------------------------------------------------------------|
 SR1151| PID    Reference Object                     Distance      Geod. Az  |
 SR1151|                                                           dddmmss.s |
 SR1151| SR0892 EVERSON AZ MK                                      0891722.7 |
 SR1151| CQ6502 EVERSON RM 1                         11.722 METERS 10255     |
 SR1151| CQ6503 EVERSON RM 2                         24.872 METERS 26721     |
 SR1151|---------------------------------------------------------------------|
 SR1151
 SR1151                          SUPERSEDED SURVEY CONTROL
 SR1151
 SR1151  NAD 83(1986)-  47 34 07.30471(N)    109 47 33.67454(W) AD(       ) 2
 SR1151  NAD 27      -  47 34 07.37940(N)    109 47 30.99020(W) AD(       ) 2
 SR1151  NGVD 29 (07/19/86) 1097.0    (m)         3599.     (f) VERT ANG       
 SR1151
 SR1151.Superseded values are not recommended for survey control.
 SR1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1151.See file dsdata.txt to determine how the superseded data were derived.
 SR1151
 SR1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT9080769071(NAD 83)
 SR1151_MARKER: DS = TRIANGULATION STATION DISK
 SR1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1151
 SR1151  HISTORY     - Date     Condition        Report By
 SR1151  HISTORY     - 1961     MONUMENTED       CGS
 SR1151
 SR1151                          STATION DESCRIPTION
 SR1151
 SR1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1151'THE STATION IS LOCATED ABOUT 21 MILES EAST OF WINIFRED, 21
 SR1151'MILES EAST NORTHEAST OF SQUARE BUTTE, 2 MILES EAST OF ARROW
 SR1151'CREEK AND 1 MILE WEST OF THE EVERSON COMMUNITY CLUB HOUSE AT
 SR1151'THE EAST END OF A CANYON LEADING INTO ARROW CREEK.
 SR1151'
 SR1151'TO REACH THE STATION FROM THE POST OFFICE IN DENTON, GO
 SR1151'EAST ON STATE HIGHWAY 235 FOR 1.6 MILES TO A T-ROAD LEFT AND
 SR1151'SIGN EVERSON.  TURN LEFT, NORTH, FOLLOW THE GRAVELED ROAD FOR
 SR1151'2.75 MILES TO A CROSSROADS, TURN RIGHT, EAST, FOLLOW THE MAIN
 SR1151'TRAVELED ROAD FOR 3.7 MILES TO A T-ROAD LEFT AND FARM BUILDING
 SR1151'ON THE LEFT, TURN LEFT, NORTH, GO 7.9 MILES TO A SHARP CURVE
 SR1151'RIGHT AND FARM BUILDINGS ON THE LEFT.  TURN RIGHT AND FOLLOW
 SR1151'THE MAIN TRAVELED ROAD EAST AND NORTH FOR 8.9 MILES TO THE
 SR1151'EVERSON COMMUNITY CLUB HOUSE ON THE RIGHT AND A CROSSROADS,
 SR1151'TURN LEFT, WEST, GO 0.05 MILE TO THE AZIMUTH MARK ON THE
 SR1151'RIGHT.  CONTINUE WEST ON THE DIRT ROAD FOR 0.7 MILE TO A FARM
 SR1151'HOUSE ON THE LEFT, CONTINUE WEST FOR 0.2 MILE TO THE
 SR1151'STATION ON THE LEFT AT A CURVE IN THE ROAD AND THE BEGINNING
 SR1151'OF A LARGE CANYON.
 SR1151'
 SR1151'THE STATION MARK, STAMPED EVERSON 1961, IS A STANDARD DISK
 SR1151'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 SR1151'3 INCHES.  IT IS 22 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 SR1151'20 FEET NORTHEAST OF THE CENTER OF A WIRE GATE, 10 FEET
 SR1151'NORTH OF A WITNESS POST AND 10.5 FEET NORTH OF A FENCELINE.
 SR1151'
 SR1151'REFERENCE MARK NO. 1, STAMPED EVERSON NO 1 1961, IS A STANDARD
 SR1151'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 SR1151'PROJECTS 4 INCHES.  IT IS 54.5 FEET EAST OF THE CENTER OF A
 SR1151'WIRE GATE, 37 FEET EAST OF A WITNESS POST, 14 FEET SOUTH OF
 SR1151'THE CENTER OF A DIRT ROAD AND 2 FEET NORTH OF A FENCELINE.
 SR1151'
 SR1151'REFERENCE MARK NO. 2, STAMPED EVERSON NO 2 1961, IS A STANDARD
 SR1151'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 SR1151'PROJECTS 4 INCHES.  IT IS 53 FEET SOUTHWEST OF THE CENTER OF
 SR1151'THE ROAD, 45 FEET WEST OF A WITNESS POST, 33 FEET EAST OF THE
 SR1151'EAST EDGE OF A DEEP DRAW, 2 FEET NORTH OF A FENCELINE AND 2
 SR1151'FEET LOWER THAN THE STATION.
 SR1151'
 SR1151'THE AZIMUTH MARK, STAMPED EVERSON 1961, IS A STANDARD DISK
 SR1151'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 SR1151'6 INCHES.  IT IS 300 FEET WEST OF THE EVERSON COMMUNITY CLUB
 SR1151'HOUSE, 18 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD AND
 SR1151'2 FEET SOUTHWEST OF A WITNESS POST.
 SR1151'
 SR1151'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 81.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0892 ***********************************************************************
 SR0892  DESIGNATION -  EVERSON AZ MK
 SR0892  PID         -  SR0892
 SR0892  STATE/COUNTY-  MT/FERGUS
 SR0892  USGS QUAD   -  SPRING COULEE (1978)
 SR0892
 SR0892                         *CURRENT SURVEY CONTROL
 SR0892  ___________________________________________________________________
 SR0892* NAD 83(1986)-  47 34 08.     (N)    109 46 22.     (W)     SCALED    
 SR0892* NAVD 88     -      1083.122  (meters)    3553.54   (feet)  ADJUSTED  
 SR0892  ___________________________________________________________________
 SR0892  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SR0892  DYNAMIC HT  -        1083.078 (meters)    3553.40  (feet)  COMP
 SR0892  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 SR0892
 SR0892  VERT ORDER  -  SECOND    CLASS 0
 SR0892
 SR0892.The horizontal coordinates were scaled from a topographic map and have
 SR0892.an estimated accuracy of +/- 6 seconds.
 SR0892
 SR0892.The orthometric height was determined by differential leveling
 SR0892.and adjusted by the National Geodetic Survey in June 1991..
 SR0892
 SR0892.The geoid height was determined by GEOID03.
 SR0892
 SR0892.The dynamic height is computed by dividing the NAVD 88
 SR0892.geopotential number by the normal gravity value computed on the
 SR0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0892.degrees latitude (g = 980.6199 gals.).
 SR0892
 SR0892.The modeled gravity was interpolated from observed gravity values.
 SR0892
 SR0892;                    North         East    Units  Estimated Accuracy
 SR0892;SPC MT       -   368,820.      579,490.      MT  (+/- 180 meters Scaled)
 SR0892
 SR0892                          SUPERSEDED SURVEY CONTROL
 SR0892
 SR0892  NGVD 29 (??/??/92) 1082.292  (m)         3550.82   (f) ADJ UNCH    2 0
 SR0892
 SR0892.Superseded values are not recommended for survey control.
 SR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0892.See file dsdata.txt to determine how the superseded data were derived.
 SR0892
 SR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT923691(NAD 83)
 SR0892_MARKER: DZ = AZIMUTH MARK DISK
 SR0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0892_STAMPING: EVERSON 1961
 SR0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0892+STABILITY: SURFACE MOTION
 SR0892
 SR0892  HISTORY     - Date     Condition        Report By
 SR0892  HISTORY     - 1961     MONUMENTED       CGS
 SR0892
 SR0892                          STATION DESCRIPTION
 SR0892
 SR0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0892'25.8 MI NE FROM DENTON.
 SR0892'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0892'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0892'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0892'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0892'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD. THENCE 1.0 MILE
 SR0892'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 16.7 MILES
 SR0892'NORTH ALONG A GRAVELED ROAD, IN SECTION 23, T 21 N, R 15 E, 150 FEET
 SR0892'WEST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTH OF THE CENTER LINE
 SR0892'OF A GRAVELED ROAD LEADING WEST, 224 FEET WEST OF THE SOUTHWEST CORNER
 SR0892'OF A COMMUNITY HALL, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 SR0892'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0483 ***********************************************************************
 RT0483  DESIGNATION -  EVERTZ
 RT0483  PID         -  RT0483
 RT0483  STATE/COUNTY-  MT/PRAIRIE
 RT0483  USGS QUAD   -  FLAT TOP BUTTE (1969)
 RT0483
 RT0483                         *CURRENT SURVEY CONTROL
 RT0483  ___________________________________________________________________
 RT0483* NAD 83(1992)-  46 38 41.69165(N)    105 10 58.61888(W)     ADJUSTED  
 RT0483* NAVD 88     -       871.0    (meters)    2858.     (feet)  VERTCON   
 RT0483  ___________________________________________________________________
 RT0483  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 RT0483  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RT0483
 RT0483  HORZ ORDER  -  FIRST
 RT0483
 RT0483.The horizontal coordinates were established by classical geodetic methods
 RT0483.and adjusted by the National Geodetic Survey in July 1992..
 RT0483
 RT0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0483
 RT0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0483
 RT0483.The geoid height was determined by GEOID03.
 RT0483
 RT0483;                    North         East     Units Scale Factor Converg.
 RT0483;SPC MT       -   275,227.690   930,145.303   MT  0.99941311   +3 09 28.6
 RT0483;SPC MT       -   902,977.99  3,051,657.82   iFT  0.99941311   +3 09 28.6
 RT0483;UTM  13      - 5,165,722.212   485,999.267   MT  0.99960241   -0 07 58.9
 RT0483
 RT0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0483!SPC MT       -   0.99986602  x   0.99941311  =   0.99927921
 RT0483!UTM  13      -   0.99986602  x   0.99960241  =   0.99946848
 RT0483
 RT0483|---------------------------------------------------------------------|
 RT0483| PID    Reference Object                     Distance      Geod. Az  |
 RT0483|                                                           dddmmss.s |
 RT0483| CQ8349 EVERTZ RM 1                          12.670 METERS 00715     |
 RT0483| RT0481 BILLINGS BISMARCK AWY BCN 38        APPROX.12.5 KM 0835734.7 |
 RT0483| CQ8350 EVERTZ RM 2                           9.950 METERS 10710     |
 RT0483| CQ8348 EVERTZ AZ MK RESET                                 1081656.1 |
 RT0483|---------------------------------------------------------------------|
 RT0483
 RT0483                          SUPERSEDED SURVEY CONTROL
 RT0483
 RT0483  NAD 83(1986)-  46 38 41.68331(N)    105 10 58.59196(W) AD(       ) 1
 RT0483  NAD 27      -  46 38 41.66200(N)    105 10 56.66700(W) AD(       ) 1
 RT0483  NGVD 29 (07/19/86)  870.4    (m)         2856.     (f) VERT ANG       
 RT0483
 RT0483.Superseded values are not recommended for survey control.
 RT0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0483.See file dsdata.txt to determine how the superseded data were derived.
 RT0483
 RT0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM8599965722(NAD 83)
 RT0483_MARKER: DS = TRIANGULATION STATION DISK
 RT0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0483
 RT0483  HISTORY     - Date     Condition        Report By
 RT0483  HISTORY     - 1934     MONUMENTED       CGS
 RT0483  HISTORY     - 1949     GOOD             CGS
 RT0483  HISTORY     - 1977     GOOD             LOCSUR
 RT0483
 RT0483                          STATION DESCRIPTION
 RT0483
 RT0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0483'STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF THE EVERTZ RANCH
 RT0483'BETWEEN WHITNEY CREEK ON THE EAST AND 10 MILE CREEK ON THE WEST.
 RT0483'
 RT0483'TO REACH FROM TERRY, MONTANA FROM THE INTERSECTION OF THE
 RT0483'HIGHWAY AND MAIN STREET GO EAST 0.4 MILE AND TURN LEFT, HEAD
 RT0483'SOUTH TO THE GRADED ROAD AND FOLLOW THE MAIN-TRAVELED ROAD TO THE
 RT0483'TOWN OF MILDRED AND ISMAY FOR 15.7 MILES (AT THIS POINT THE
 RT0483'ROAD TURNS DIRECTLY EAST) TURN RIGHT (WEST) AND FOLLOW THE
 RT0483'DIM TRACKS TO THE FOOT OF THE HIGHEST AND MOST PROMINENT BUTTE,
 RT0483'CONTINUE ON THE NORTH SIDE AND TO A LITTLE VALLEY THAT LEADS
 RT0483'UP TO THE TOP OF BUTTE WHERE THE STATION WILL BE FOUND ON THE
 RT0483'HIGHEST PART OF THE HILL.
 RT0483'
 RT0483'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RT0483'DISKS SET IN SQUARE CONCRETE POSTS.
 RT0483
 RT0483                          STATION RECOVERY (1949)
 RT0483
 RT0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0483'THE STATION WAS RECOVERED AS DESCRIBED BY E.B.L. IN 1934 AND
 RT0483'ALL MARKS WERE FOUND IN VERY GOOD CONDITION WITH THE EXCEPTION
 RT0483'OF THE AZIMUTH MARK WHICH WAS FOUND UPROOTED.  A NEW AZIMUTH MARK
 RT0483'WAS ESTABLISHED BY THIS PARTY.  THE ORIGINAL DESCRIPTION TO
 RT0483'REACH THE STATION IS STILL ADEQUATE AND CORRECT.  A NEW
 RT0483'DESCRIPTION FOLLOWS.
 RT0483'
 RT0483'THE STATION IS LOCATED ON THE TOP OF A LARGE FLAT TOPPED BUTTE,
 RT0483'LOCATED ABOUT 13-1/2 MILES SOUTH-SOUTHWEST OF FALLON, 11 MILES
 RT0483'SOUTH-SOUTHEAST OF TERRY, 0.2 MILE SOUTHWEST OF A GRAVELED
 RT0483'ROAD, 12.6 FEET WEST OF A WITNESS POST, AND ON LAND OWNED BY
 RT0483'MRS. MAUD EVERTZ.
 RT0483'
 RT0483'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 10
 RT0483'AND THE MAIN STREET IN TERRY, MONTANA, GO EAST ON THE HIGHWAY
 RT0483'FOR 0.4 MILE TO A CROSS ROAD, TURN LEFT, SOUTH, AND FOLLOW THE
 RT0483'MAIN DIRT ROAD FOR 1.3 MILES TO A FORK.  BEAR RIGHT AND FOLLOW
 RT0483'THE MAIN GRADED DIRT ROAD SOUTHERLY FOR 4.4 MILES TO A FORK.
 RT0483'BEAR LEFT, AND FOLLOW THE MAIN DIRT ROAD FOR 1 MILE TO ANOTHER
 RT0483'FORK.  BEAR RIGHT, SOUTH, AND FOLLOW THE MAIN GRADED DIRT ROAD
 RT0483'FOR 3 MILES, TO A CROSS ROAD, TURN LEFT, EAST, AND FOLLOW THE
 RT0483'MAIN DIRT ROAD FOR 3.2 MILES TO A FORK.  BEAR RIGHT,
 RT0483'SOUTHEASTERLY, AND FOLLOW THE MAIN DIRT ROAD FOR 2.5 MILES*.
 RT0483'LEAVE ROAD AND BEAR RIGHT ACROSS PASTURE LAND FOR 0.2 MILE
 RT0483'TO THE TOP OF A BUTTE AND THE STATION AS DESCRIBED.
 RT0483'
 RT0483'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEASTERLY
 RT0483'ON THE MAIN ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RT0483'
 RT0483'THE AZIMUTH MARK IS 38 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 RT0483'OF A DIRT ROAD, AND 6 FEET WEST OF A WITNESS POST.  THE MARK
 RT0483'PROJECTS 6 INCHES, AND THE DISK IS STAMPED EVERTZ 1934 RESET 1949.
 RT0483'
 RT0483'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RT0483'EVERTZ NO 1 1934.
 RT0483'
 RT0483'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RT0483'EVERTZ NO 2 1934.
 RT0483'
 RT0483'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RT0483'EVERTZ 1934.
 RT0483'
 RT0483'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10-INCH
 RT0483'SQUARE CONCRETE POSTS.
 RT0483'
 RT0483'HEIGHT OF STAND ABOVE STATION MARK IS 1.19 METERS.
 RT0483
 RT0483                          STATION RECOVERY (1977)
 RT0483
 RT0483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (RA)
 RT0483'EVERTZ RECOVERED GOOD.
 RT0483'
 RT0483'AZ. MARK, REF. MARKS NO. 1, NO. 2 RECOVERED GOOD.
 RT0483'
 RT0483'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 S/SE OF TERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0960 ***********************************************************************
 TN0960  DESIGNATION -  EWING
 TN0960  PID         -  TN0960
 TN0960  STATE/COUNTY-  MT/LINCOLN
 TN0960  USGS QUAD   -  NORTHWEST PEAK (1983)
 TN0960
 TN0960                         *CURRENT SURVEY CONTROL
 TN0960  ___________________________________________________________________
 TN0960* NAD 83(1992)-  48 55 45.46321(N)    115 58 52.93045(W)     ADJUSTED  
 TN0960* NAVD 88     -      2300.63   (+/-2cm)    7548.0    (feet)  VERTCON   
 TN0960  ___________________________________________________________________
 TN0960  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 TN0960  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 TN0960
 TN0960  HORZ ORDER  -  FIRST
 TN0960  VERT ORDER  -  THIRD ? (See Below)
 TN0960
 TN0960.The horizontal coordinates were established by classical geodetic methods
 TN0960.and adjusted by the National Geodetic Survey in July 1992..
 TN0960
 TN0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0960.The vertical order pertains to the NGVD 29 superseded value.
 TN0960
 TN0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0960
 TN0960.The geoid height was determined by GEOID03.
 TN0960
 TN0960;                    North         East     Units Scale Factor Converg.
 TN0960;SPC MT       -   539,642.354   125,637.713   MT  0.99995727   -4 44 28.1
 TN0960;SPC MT       - 1,770,480.16    412,197.22   iFT  0.99995727   -4 44 28.1
 TN0960;SPC ID W     -   807,123.098   783,047.459   MT  0.99993686   -0 10 27.9
 TN0960;UTM  11      - 5,420,095.958   574,610.072   MT  0.99966839   +0 46 04.7
 TN0960
 TN0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0960!SPC MT       -   0.99964193  x   0.99995727  =   0.99959922
 TN0960!SPC ID W     -   0.99964193  x   0.99993686  =   0.99957882
 TN0960!UTM  11      -   0.99964193  x   0.99966839  =   0.99931044
 TN0960
 TN0960:                Primary Azimuth Mark                     Grid Az
 TN0960:SPC MT       -  NORTHWEST PEAK LOOKOUT                   019 00 12.2
 TN0960:SPC ID W     -  NORTHWEST PEAK LOOKOUT                   014 26 12.0
 TN0960:UTM  11      -  NORTHWEST PEAK LOOKOUT                   013 29 39.4
 TN0960
 TN0960|---------------------------------------------------------------------|
 TN0960| PID    Reference Object                     Distance      Geod. Az  |
 TN0960|                                                           dddmmss.s |
 TN0960| TN0958 NORTHWEST PEAK LOOKOUT              APPROX. 3.9 KM 0141544.1 |
 TN0960| CH7322 EWING RM 1                            5.640 METERS 11916     |
 TN0960| TN0959 ROCK CANDY MTN LOOKOUT TOWER        APPROX. 4.2 KM 1474534.1 |
 TN0960| TN0953 RED TOP LOOKOUT                     APPROX.20.2 KM 1785602.2 |
 TN0960| TO0957 PEND OREILLE LOOKOUT                APPROX.58.9 KM 1940634.2 |
 TN0960| TO0903 GOAT MOUNTAIN LOOKOUT               APPROX.17.8 KM 1985025.6 |
 TN0960| TO0916 DOUST                               APPROX.39.2 KM 2064222.4 |
 TN0960| TO0908 QUEEN MOUNTAIN LOOKOUT              APPROX.18.1 KM 2514327.9 |
 TN0960| CH7323 EWING RM 2                            9.132 METERS 25723     |
 TN0960| TO0896 RUBY MOUNTAIN LOOKOUT               APPROX. 9.4 KM 2635441.1 |
 TN0960| TN0961 EWING                                 5.620 METERS 26657     |
 TN0960| TO0932 HALL MOUNTAIN LOOKOUT TOWER         APPROX.28.1 KM 2773652.4 |
 TN0960| TO0898 COPPER MOUNTAIN LOOKOUT             APPROX. 9.9 KM 2993622.3 |
 TN0960|---------------------------------------------------------------------|
 TN0960
 TN0960                          SUPERSEDED SURVEY CONTROL
 TN0960
 TN0960  NAD 83(1986)-  48 55 45.47405(N)    115 58 52.92916(W) AD(       ) 1
 TN0960  NAD 27      -  48 55 45.64730(N)    115 58 49.22600(W) AD(       ) 1
 TN0960  NGVD 29 (07/19/86) 2299.30   (m)         7543.6    (f) LEVELING    3  
 TN0960
 TN0960.Superseded values are not recommended for survey control.
 TN0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0960.See file dsdata.txt to determine how the superseded data were derived.
 TN0960
 TN0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ7461020096(NAD 83)
 TN0960_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0960_SETTING: 66 = SET IN ROCK OUTCROP
 TN0960_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TN0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0960+STABILITY: POSITION/ELEVATION WELL
 TN0960
 TN0960  HISTORY     - Date     Condition        Report By
 TN0960  HISTORY     - 1924     MONUMENTED       CGS
 TN0960  HISTORY     - 1936     GOOD             CGS
 TN0960  HISTORY     - 1963     GOOD             USGS
 TN0960
 TN0960                          STATION DESCRIPTION
 TN0960
 TN0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 TN0960'ABOUT 15 MILES BY TRAIL NORTHEAST OF SNYDER RANGER STATION,
 TN0960'WHICH IS ON THE BONNERS FERRY-EASTPORT HIGHWAY, AND ABOUT
 TN0960'3 MILES EAST OF THE MONTANA-IDAHO BOUNDARY, IN THE LOCALITY
 TN0960'OF THE 49TH PARALLEL.
 TN0960'
 TN0960'TO REACH FROM SNYDER, IDAHO, TAKE THE TRAIL TO CANUCK LOOKOUT,
 TN0960'ABOUT 13 MILES, AND FOLLOW THE RIDGE IN A SOUTH AND SOUTHEASTERLY
 TN0960'DIRECTION ABOUT 2 MILES TO THE STATION, WHICH IS A SHORT
 TN0960'DISTANCE TO THE SOUTHEAST OF THE TOP OF THE HILL.  HORSES
 TN0960'CAN BE TAKEN TO WITHIN ABOUT 1/2 HOUR OF THE STATION.  WATER
 TN0960'CAN BE FOUND ABOUT 1/4 MILE DOWN THE DRAW TO THE WEST FROM
 TN0960'THE LAST DEEP SADDLE CROSSED BEFORE CLIMBING TO THE STATION.
 TN0960'
 TN0960'THE U.S.B.S., U.S. GEOLOGICAL SURVEY MARK, A COPPER BOLT, WAS
 TN0960'FOUND LOOSE UNDER A SMALL CAIRN AT THE TOP OF THE HILL.
 TN0960'
 TN0960'SURFACE MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK,
 TN0960'AS DESCRIBED.  REFERENCE MARKS ARE CROSSES CUT IN LOOSE
 TN0960'ROCKS.
 TN0960
 TN0960                          STATION RECOVERY (1936)
 TN0960
 TN0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LCJ)
 TN0960'THE DESCRIPTION OF 1925 SHOULD BE DISCARDED FOR THE FOLLOWING--ABOUT
 TN0960'4-1/2 MILES SOUTH OF THE UNITED STATES - CANADA BOUNDARY, AND
 TN0960'ABOUT 3 MILES EAST OF THE IDAHO - MONTANA BOUNDARY.  STATION
 TN0960'IS A SHORT DISTANCE SOUTHEAST OF THE TOP OF THE HILL.
 TN0960'
 TN0960'TO REACH THE STATION FROM BONNERS FERRY, IDAHO, GO NORTH ON
 TN0960'U.S. HIGHWAY 95 FOR 3 MILES, TURN RIGHT ON U.S. HIGHWAY 2, GO
 TN0960'11.3 MILES, TURN LEFT ON DEER CREEK ROAD, GO 1.2 MILES AND
 TN0960'TURN LEFT AT A SIGN SKIN CREEK ROAD, CROSS THE CREEK AND TURN
 TN0960'RIGHT, GO 3.8 MILES AND TAKE RIGHT FORK, GO 2.0 MILES, TAKE LEFT
 TN0960'HAND ROAD (NORTH), GO 2.0 MILES AND TAKE RIGHT FORK AT A SIGN
 TN0960'BUCKTHORN RIDGE 5 MILES, CONTINUE FOR 6.0 MILES TO END OF TRUCK
 TN0960'TRAVEL AT THE BEGINNING OF THE TRAIL TO EWING, FOLLOW THE
 TN0960'WELL-MARKED TRAIL OVER CANUCK PEAK, THENCE EASTERLY TO AN
 TN0960'ABANDONED FIRE-CAMP SITE, THENCE NORTHERLY (NO TRAIL) TO A
 TN0960'POINT JUST BELOW THE PEAK AND STATION.  A PACK OF ABOUT 10
 TN0960'MINUTES FROM THE POINT WHERE THE HORSES MUST BE LEFT.
 TN0960'
 TN0960'STATION MARK IN GOOD CONDITION.  TWO NEW REFERENCE MARKS WERE
 TN0960'SET IN CEMENT IN LARGE LOOSE ROCK.
 TN0960
 TN0960                          STATION RECOVERY (1963)
 TN0960
 TN0960'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TN0960'STATION MARK--STANDARD USC AND GS DISK SET IN OUTCROPPING OF BEDROCK,
 TN0960'STAMPED---EWING 1924---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0961 ***********************************************************************
 TN0961  DESIGNATION -  EWING
 TN0961  PID         -  TN0961
 TN0961  STATE/COUNTY-  MT/LINCOLN
 TN0961  USGS QUAD   -  NORTHWEST PEAK (1983)
 TN0961
 TN0961                         *CURRENT SURVEY CONTROL
 TN0961  ___________________________________________________________________
 TN0961* NAD 83(1992)-  48 55 45.45352(N)    115 58 53.20615(W)     ADJUSTED  
 TN0961* NAVD 88     -      2300.     (meters)    7546.     (feet)  SCALED    
 TN0961  ___________________________________________________________________
 TN0961  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 TN0961  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 TN0961
 TN0961  HORZ ORDER  -  SECOND
 TN0961
 TN0961.The horizontal coordinates were established by classical geodetic methods
 TN0961.and adjusted by the National Geodetic Survey in July 1992..
 TN0961
 TN0961.The orthometric height was scaled from a topographic map.
 TN0961
 TN0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0961
 TN0961.The geoid height was determined by GEOID03.
 TN0961
 TN0961;                    North         East     Units Scale Factor Converg.
 TN0961;SPC MT       -   539,642.520   125,632.096   MT  0.99995727   -4 44 28.3
 TN0961;SPC MT       - 1,770,480.71    412,178.79   iFT  0.99995727   -4 44 28.3
 TN0961;SPC ID W     -   807,122.816   783,041.847   MT  0.99993686   -0 10 28.2
 TN0961;UTM  11      - 5,420,095.583   574,604.467   MT  0.99966837   +0 46 04.5
 TN0961
 TN0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0961!SPC MT       -   0.99964198  x   0.99995727  =   0.99959927
 TN0961!SPC ID W     -   0.99964198  x   0.99993686  =   0.99957886
 TN0961!UTM  11      -   0.99964198  x   0.99966837  =   0.99931047
 TN0961
 TN0961:                Primary Azimuth Mark                     Grid Az
 TN0961:SPC MT       -  BURKE RESET                              010 53 28.2
 TN0961:SPC ID W     -  BURKE RESET                              006 19 28.1
 TN0961:UTM  11      -  BURKE RESET                              005 22 55.4
 TN0961
 TN0961|---------------------------------------------------------------------|
 TN0961| PID    Reference Object                     Distance      Geod. Az  |
 TN0961|                                                           dddmmss.s |
 TN0961| TN0962 BURKE RESET                         APPROX. 6.5 KM 0060859.9 |
 TN0961| TN0960 EWING                                 5.620 METERS 08657     |
 TN0961|---------------------------------------------------------------------|
 TN0961
 TN0961                          SUPERSEDED SURVEY CONTROL
 TN0961
 TN0961  NAD 83(1986)-  48 55 45.46438(N)    115 58 53.20488(W) AD(       ) 2
 TN0961  NAD 27      -  48 55 45.64000(N)    115 58 49.50000(W) AD(       ) 2
 TN0961
 TN0961.Superseded values are not recommended for survey control.
 TN0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0961.See file dsdata.txt to determine how the superseded data were derived.
 TN0961
 TN0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ7460420096(NAD 83)
 TN0961_MARKER: DD = SURVEY DISK
 TN0961_SETTING: 66 = SET IN ROCK OUTCROP
 TN0961_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0961+STABILITY: POSITION/ELEVATION WELL
 TN0961
 TN0961  HISTORY     - Date     Condition        Report By
 TN0961  HISTORY     - 1903     MONUMENTED       USGS
 TN0961  HISTORY     - 1925     GOOD             CGS
 TN0961  HISTORY     - 1963     GOOD             USGS
 TN0961
 TN0961                          STATION DESCRIPTION
 TN0961
 TN0961'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 TN0961'ON THE SUMMIT OF A MOUNTAIN ABOUT 5 MILES SOUTH OF THE INTERNATIONAL
 TN0961'BOUNDARY AND ABOUT 3 MILES EAST OF THE MONTANA - IDAHO LINE.  IT IS
 TN0961'ABOUT 15 MILES BY TRAIL NORTHEAST OF THE US FOREST SERVICE RANGER
 TN0961'STATION---SNYDER---WHICH IS ON THE OLD BONNERS FERRY - EASTPORT
 TN0961'HIGHWAY.
 TN0961'
 TN0961'STATION MARK--A COPPER BOLT SET IN A LOOSE ROCK WITH A CAIRN BUILT
 TN0961'OVER IT.
 TN0961
 TN0961                          STATION RECOVERY (1925)
 TN0961
 TN0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925
 TN0961'IN 1925 THE US COAST AND GEODETIC SURVEY RECOVERED THE
 TN0961'STATION AND SET A NEW STATION MARK, A STANDARD USC AND GS BRONZE -
 TN0961'DISK STATION MARK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  TWO
 TN0961'REFERENCE MARKS WERE ESTABLISHED.  BOTH ARE CROSSES CUT IN LOOSE
 TN0961'ROCKS.  REFERENCE MARK NO 1 IS 5.640 METERS FROM THE NEW STATION IN
 TN0961'BEARING 299 DEGREES 14 MINUTES.  REFERENCE MARK NO 2 IS 9.132 METERS
 TN0961'FROM THE NEW STATION IN BEARING 77 DEGREES 26 MINUTES.  THE ORIGINAL
 TN0961'STATION MARK IS 5.62 METERS FROM THE NEW STATION IN BEARING 86 DEGREES
 TN0961'57 MINUTES 15 SECONDS.
 TN0961
 TN0961                          STATION RECOVERY (1963)
 TN0961
 TN0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (TCB)
 TN0961'RECOVERED.                                                          ,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1424 ***********************************************************************
 SS1424  DESIGNATION -  EWING
 SS1424  PID         -  SS1424
 SS1424  STATE/COUNTY-  MT/TETON
 SS1424  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS1424
 SS1424                         *CURRENT SURVEY CONTROL
 SS1424  ___________________________________________________________________
 SS1424* NAD 83(1992)-  47 44 55.96309(N)    111 24 49.90661(W)     ADJUSTED  
 SS1424* NAVD 88     -      1204.3    (meters)    3951.     (feet)  VERTCON   
 SS1424  ___________________________________________________________________
 SS1424  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 SS1424  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 SS1424
 SS1424  HORZ ORDER  -  SECOND
 SS1424
 SS1424.The horizontal coordinates were established by classical geodetic methods
 SS1424.and adjusted by the National Geodetic Survey in July 1992..
 SS1424
 SS1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1424
 SS1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1424
 SS1424.The geoid height was determined by GEOID03.
 SS1424
 SS1424;                    North         East     Units Scale Factor Converg.
 SS1424;SPC MT       -   390,540.380   456,575.138   MT  0.99947528   -1 23 60.0
 SS1424;SPC MT       - 1,281,300.46  1,497,949.93   iFT  0.99947528   -1 23 60.0
 SS1424;UTM  12      - 5,288,472.674   468,978.185   MT  0.99961183   -0 18 22.8
 SS1424
 SS1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1424!SPC MT       -   0.99981352  x   0.99947528  =   0.99928890
 SS1424!UTM  12      -   0.99981352  x   0.99961183  =   0.99942542
 SS1424
 SS1424:                Primary Azimuth Mark                     Grid Az
 SS1424:SPC MT       -  EWING AZ MK                              161 35 42.6
 SS1424:UTM  12      -  EWING AZ MK                              160 30 05.4
 SS1424
 SS1424|---------------------------------------------------------------------|
 SS1424| PID    Reference Object                     Distance      Geod. Az  |
 SS1424|                                                           dddmmss.s |
 SS1424| CN3492 EWING AZ MK                                        1601142.6 |
 SS1424| CN3494 EWING RM 2                           19.217 METERS 27252     |
 SS1424| CN3493 EWING RM 1                           18.873 METERS 35757     |
 SS1424|---------------------------------------------------------------------|
 SS1424
 SS1424                          SUPERSEDED SURVEY CONTROL
 SS1424
 SS1424  NAD 83(1986)-  47 44 55.96388(N)    111 24 49.88444(W) AD(       ) 2
 SS1424  NAD 27      -  47 44 56.10310(N)    111 24 47.00330(W) AD(       ) 2
 SS1424  NGVD 29 (07/19/86) 1203.4    (m)         3948.     (f) VERT ANG       
 SS1424
 SS1424.Superseded values are not recommended for survey control.
 SS1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1424.See file dsdata.txt to determine how the superseded data were derived.
 SS1424
 SS1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6897888473(NAD 83)
 SS1424_MARKER: DS = TRIANGULATION STATION DISK
 SS1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1424
 SS1424  HISTORY     - Date     Condition        Report By
 SS1424  HISTORY     - 1961     MONUMENTED       CGS
 SS1424
 SS1424                          STATION DESCRIPTION
 SS1424
 SS1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1424'STATION IS ABOUT 15-1/2 MILES SOUTHEAST OF DUTTON, 14-1/2
 SS1424'MILES NORTHEAST OF VAUGHN, 17 MILES NORTH-NORTHWEST OF BLACK
 SS1424'EAGLE AND 1/4 MILE WEST OF THE CHOUTEAU-TETON COUNTY LINE.
 SS1424'IT IS ON A PROMINENT, BARE HILL IN PASTURE LAND OWNED BY MR.
 SS1424'VERLE EWING AND HE LIVES IN VAUGHN.
 SS1424'
 SS1424'TO REACH FROM THE MAIN INTERSECTION AT THE NORTH END OF THE
 SS1424'9TH STREET BRIDGE IN THE WEST EDGE OF BLACK EAGLE, GO NORTHEAST
 SS1424'ON U.S. HIGHWAY 87 FOR 0.9 MILE TO A CROSSROAD AT THE TOP OF
 SS1424'HILL.  TURN LEFT, NORTH ON GRAVELED ROAD FOR 2.8 MILES TO A
 SS1424'MILL ON THE LEFT.  CONTINUE AHEAD, NORTHERLY ON GRAVELED ROAD
 SS1424'FOR 3.2 MILES TO THE BEGINNING OF PAVED ROAD.  CONTINUE AHEAD,
 SS1424'NORTH ON PAVED ROAD FOR 5.5 MILES TO THE END OF PAVED ROAD.
 SS1424'CONTINUE AHEAD ON MAIN, GRAVELED ROAD FOR 2.0 MILES TO A SIDE
 SS1424'ROAD LEFT AT A LARGE MAIL BOX ON THE RIGHT.  TURN LEFT, WEST
 SS1424'ON GRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD RIGHT.
 SS1424'CONTINUE AHEAD, WEST ON MAIN GRAVELED ROAD FOR 3.9 MILES TO A
 SS1424'SIDE ROAD RIGHT AND A WIRE GATE ON THE RIGHT, (ABOUT 1/2
 SS1424'MILE SOUTH OF SOME FARM BUILDINGS).  TURN RIGHT, PASS
 SS1424'THROUGH GATE AND FOLLOW TRACK ROAD NORTH FOR 0.4 MILE TO A
 SS1424'FORK.  TAKE RIGHT FORK, ON TRACK ROAD FOR 0.05 MILE TO A
 SS1424'WIRE GATE ON THE RIGHT SIDE OF A T-FENCE INTERSECTION.  PASS
 SS1424'THROUGH GATE AND GO NORTH ALONG FENCE FOR 0.1 MILE TO A
 SS1424'LOADING CHUTE.  PASS TO THE RIGHT OF THE CHUTE ON TRACK
 SS1424'ROAD FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH GATE,
 SS1424'NORTHERLY, PASSING TO THE LEFT OF A STOCK POND, ON TRACK
 SS1424'ROAD FOR 0.3 MILE TO A REVERSE FORK ON THE RIGHT.  (TO REACH
 SS1424'THE AZIMUTH MARK FROM HERE, TURN RIGHT, ACROSS PASTURE
 SS1424'FOR 0.1 MILE TO A NORTH-SOUTH FENCE AND THE AZIMUTH MARK SET
 SS1424'IN THE FENCELINE) CONTINUE AHEAD, NORTHERLY, UP HILL ON TRACK
 SS1424'ROAD FOR 0.7 MILE TO THE HIGHEST POINT AND STATION.
 SS1424'
 SS1424'THE STATION MARKS ARE STANDARD DISKS, STAMPED EWING 1961.  THE
 SS1424'SURFACE DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 SS1424'POST PROJECTING 4 INCHES.  IT IS 2 FEET WEST OF A WITNESS
 SS1424'POST AND ON THE HIGHEST PART OF THE HILL.  THE UNDERGROUND
 SS1424'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 SS1424'THE GROUND SURFACE.
 SS1424'
 SS1424'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EWING NO 1 1961,
 SS1424'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 SS1424'4 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SS1424'
 SS1424'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EWING NO 2 1961, SET
 SS1424'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4
 SS1424'INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SS1424'
 SS1424'AZIMUTH MARK IS A STANDARD DISK, STAMPED EWING 1961, SET IN
 SS1424'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 7
 SS1424'INCHES.  IT IS 11 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 SS1424'FIELD ROAD, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST
 SS1424'OF A NORTH-SOUTH FENCELINE.
 SS1424'
 SS1424'HEIGHT OF LIGHT ABOVE STATION MARK 14.25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0617 ***********************************************************************
 SQ0617  DESIGNATION -  EXTRA ET
 SQ0617  PID         -  SQ0617
 SQ0617  STATE/COUNTY-  MT/GARFIELD
 SQ0617  USGS QUAD   -  STEVE FORKS SW (1983)
 SQ0617
 SQ0617                         *CURRENT SURVEY CONTROL
 SQ0617  ___________________________________________________________________
 SQ0617* NAD 83(1992)-  47 15 23.19496(N)    107 28 56.48120(W)     ADJUSTED  
 SQ0617* NAVD 88     -      1005.0    (meters)    3297.     (feet)  VERTCON   
 SQ0617  ___________________________________________________________________
 SQ0617  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 SQ0617  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 SQ0617
 SQ0617  HORZ ORDER  -  THIRD
 SQ0617
 SQ0617.The horizontal coordinates were established by classical geodetic methods
 SQ0617.and adjusted by the National Geodetic Survey in July 1992..
 SQ0617
 SQ0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0617
 SQ0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0617
 SQ0617.The geoid height was determined by GEOID03.
 SQ0617
 SQ0617;                    North         East     Units Scale Factor Converg.
 SQ0617;SPC MT       -   336,035.499   752,609.907   MT  0.99940167   +1 28 33.3
 SQ0617;SPC MT       - 1,102,478.67  2,469,192.61   iFT  0.99940167   +1 28 33.3
 SQ0617;UTM  13      - 5,236,651.162   312,186.900   MT  1.00003352   -1 49 24.9
 SQ0617
 SQ0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0617!SPC MT       -   0.99984480  x   0.99940167  =   0.99924657
 SQ0617!UTM  13      -   0.99984480  x   1.00003352  =   0.99987832
 SQ0617
 SQ0617                          SUPERSEDED SURVEY CONTROL
 SQ0617
 SQ0617  NAD 83(1986)-  47 15 23.19261(N)    107 28 56.46413(W) AD(       ) 3
 SQ0617  NGVD 29 (06/10/92) 1004.3    (m)         3295.     (f) VERT ANG       
 SQ0617
 SQ0617.Superseded values are not recommended for survey control.
 SQ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0617.See file dsdata.txt to determine how the superseded data were derived.
 SQ0617
 SQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN1218736651(NAD 83)
 SQ0617_MARKER: DS = TRIANGULATION STATION DISK
 SQ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SQ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0617+STABILITY: SURFACE MOTION
 SQ0617
 SQ0617  HISTORY     - Date     Condition        Report By
 SQ0617  HISTORY     - 1965     MONUMENTED       USGS
 SQ0617
 SQ0617                          STATION DESCRIPTION
 SQ0617
 SQ0617'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0617'STATION IS IN GARFIELD COUNTY, MONTANA, ABOUT 6 MI. W. AND 1 MI. S. OF
 SQ0617'STEVES FORK, ON GRASSY TOP ON RIDGE BETWEEN NORTH FORK LODGEPOLE CREEK
 SQ0617'AND UNION CREEK.
 SQ0617'
 SQ0617'TO REACH FROM STEVES FORK, GO WESTERLY ON BLADED RD. FOR 4.9 MI. TO
 SQ0617'RANCH RD. FORK.  TAKE LEFT FORK AND FOLLOW WELL TRAVELED RANCH RD. 3.7
 SQ0617'MI. TO ABANDONED HOMESTEAD ON LEFT AND SMALL GRASSY TOP ON RIGHT AND
 SQ0617'STATION.
 SQ0617'
 SQ0617'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING 0.2
 SQ0617'FT., STAMPED---EXTRA ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0033 ***********************************************************************
 PZ0033  DESIGNATION -  F
 PZ0033  PID         -  PZ0033
 PZ0033  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0033  USGS QUAD   -  SNOWLINE (1968)
 PZ0033
 PZ0033                         *CURRENT SURVEY CONTROL
 PZ0033  ___________________________________________________________________
 PZ0033* NAD 83(1986)-  44 36 23.     (N)    112 28 39.     (W)     SCALED    
 PZ0033* NAVD 88     -      1996.720  (meters)    6550.91   (feet)  ADJUSTED  
 PZ0033  ___________________________________________________________________
 PZ0033  GEOID HEIGHT-         -10.15  (meters)                     GEOID03
 PZ0033  DYNAMIC HT  -        1995.593 (meters)    6547.21  (feet)  COMP
 PZ0033  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 PZ0033
 PZ0033  VERT ORDER  -  FIRST     CLASS II
 PZ0033
 PZ0033.The horizontal coordinates were scaled from a topographic map and have
 PZ0033.an estimated accuracy of +/- 6 seconds.
 PZ0033
 PZ0033.The orthometric height was determined by differential leveling
 PZ0033.and adjusted by the National Geodetic Survey in June 1991..
 PZ0033
 PZ0033.The geoid height was determined by GEOID03.
 PZ0033
 PZ0033.The dynamic height is computed by dividing the NAVD 88
 PZ0033.geopotential number by the normal gravity value computed on the
 PZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0033.degrees latitude (g = 980.6199 gals.).
 PZ0033
 PZ0033.The modeled gravity was interpolated from observed gravity values.
 PZ0033
 PZ0033;                    North         East    Units  Estimated Accuracy
 PZ0033;SPC MT       -    44,110.      363,630.      MT  (+/- 180 meters Scaled)
 PZ0033
 PZ0033                          SUPERSEDED SURVEY CONTROL
 PZ0033
 PZ0033  NGVD 29 (??/??/92) 1995.378  (m)         6546.50   (f) ADJ UNCH    1 2
 PZ0033
 PZ0033.Superseded values are not recommended for survey control.
 PZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0033.See file dsdata.txt to determine how the superseded data were derived.
 PZ0033
 PZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ827402(NAD 83)
 PZ0033_MARKER: P = PIPE CAP
 PZ0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0033_STAMPING: F
 PZ0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0033
 PZ0033  HISTORY     - Date     Condition        Report By
 PZ0033  HISTORY     - UNK      MONUMENTED       CGS
 PZ0033  HISTORY     - 1962     GOOD             NGS
 PZ0033  HISTORY     - 1967     GOOD             NGS
 PZ0033
 PZ0033                          STATION DESCRIPTION
 PZ0033
 PZ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PZ0033'6.3 MI SE FROM LIMA.
 PZ0033'6.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0033'AT LIMA, 0.15 MILE WEST-NORTHWEST OF STOCK LOADING PENS, 153 FEET
 PZ0033'NORTH OF THE NORTH-NORTHEAST END OF CULVERT 273.60, 101 FEET
 PZ0033'NORTH-NORTHEAST OF THE NEAR RAIL, 3.0 FEET NORTH-NORTHEAST OF A FENCE,
 PZ0033'36 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ABANDONED HIGHWAY
 PZ0033'91, 0.4 FOOT SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 PZ0033'TRACK, A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 PZ0033'0.9 FOOT ABOVE THE GROUND.  NOTE-- THE LETTER F WAS STAMPED ON THIS
 PZ0033'MARK BY THIS PARTY IN 1962.
 PZ0033
 PZ0033                          STATION RECOVERY (1967)
 PZ0033
 PZ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0182 ***********************************************************************
 ST0182  DESIGNATION -  F 10 ASTRO
 ST0182  PID         -  ST0182
 ST0182  STATE/COUNTY-  MT/TETON
 ST0182  USGS QUAD   -  WATSON FLATS (1987)
 ST0182
 ST0182                         *CURRENT SURVEY CONTROL
 ST0182  ___________________________________________________________________
 ST0182* NAD 83(1986)-  47 49 12.     (N)    112 28 12.     (W)     SCALED    
 ST0182* NAVD 88     -      1371.858  (meters)    4500.84   (feet)  ADJUSTED  
 ST0182  ___________________________________________________________________
 ST0182  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 ST0182  DYNAMIC HT  -        1371.711 (meters)    4500.36  (feet)  COMP
 ST0182  MODELED GRAV-     980,457.3   (mgal)                       NAVD 88
 ST0182
 ST0182  VERT ORDER  -  SECOND    CLASS 0
 ST0182
 ST0182.The horizontal coordinates were scaled from a topographic map and have
 ST0182.an estimated accuracy of +/- 6 seconds.
 ST0182
 ST0182.The orthometric height was determined by differential leveling
 ST0182.and adjusted by the National Geodetic Survey in June 1991..
 ST0182
 ST0182.The geoid height was determined by GEOID03.
 ST0182
 ST0182.The dynamic height is computed by dividing the NAVD 88
 ST0182.geopotential number by the normal gravity value computed on the
 ST0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0182.degrees latitude (g = 980.6199 gals.).
 ST0182
 ST0182.The modeled gravity was interpolated from observed gravity values.
 ST0182
 ST0182;                    North         East    Units  Estimated Accuracy
 ST0182;SPC MT       -   400,910.      377,760.      MT  (+/- 180 meters Scaled)
 ST0182
 ST0182                          SUPERSEDED SURVEY CONTROL
 ST0182
 ST0182  NGVD 29 (??/??/92) 1370.831  (m)         4497.47   (f) ADJ UNCH    2 0
 ST0182
 ST0182.Superseded values are not recommended for survey control.
 ST0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0182.See file dsdata.txt to determine how the superseded data were derived.
 ST0182
 ST0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT899973(NAD 83)
 ST0182_MARKER: DD = SURVEY DISK
 ST0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0182_SP_SET: STEEL ROD
 ST0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0182
 ST0182  HISTORY     - Date     Condition        Report By
 ST0182  HISTORY     - UNK      MONUMENTED       USAF
 ST0182  HISTORY     - 1961     GOOD             NGS
 ST0182
 ST0182                          STATION DESCRIPTION
 ST0182
 ST0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0182'20.3 MI W FROM CHOTEAU.
 ST0182'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0182'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.0 MILES
 ST0182'SOUTH ALONG A GRAVEL ROAD, 426 FEET EAST OF THE CENTER LINE OF THE
 ST0182'ROAD, 399 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 130 FEET
 ST0182'SOUTH OF THE SOUTHWEST CORNER OF A FENCE AROUND SITE F 10, AND THE TOP
 ST0182'OF A STEEL REFORCING ROD DRIVEN INTO THE GROUND PROJECTING 0.4 FOOT
 ST0182'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0185 ***********************************************************************
 ST0185  DESIGNATION -  F 10 R
 ST0185  PID         -  ST0185
 ST0185  STATE/COUNTY-  MT/TETON
 ST0185  USGS QUAD   -  WATSON FLATS (1987)
 ST0185
 ST0185                         *CURRENT SURVEY CONTROL
 ST0185  ___________________________________________________________________
 ST0185* NAD 83(1986)-  47 49 26.     (N)    112 28 40.     (W)     SCALED    
 ST0185* NAVD 88     -      1389.403  (meters)    4558.40   (feet)  ADJUSTED  
 ST0185  ___________________________________________________________________
 ST0185  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 ST0185  DYNAMIC HT  -        1389.256 (meters)    4557.92  (feet)  COMP
 ST0185  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 ST0185
 ST0185  VERT ORDER  -  SECOND    CLASS 0
 ST0185
 ST0185.The horizontal coordinates were scaled from a topographic map and have
 ST0185.an estimated accuracy of +/- 6 seconds.
 ST0185
 ST0185.The orthometric height was determined by differential leveling
 ST0185.and adjusted by the National Geodetic Survey in June 1991..
 ST0185
 ST0185.The geoid height was determined by GEOID03.
 ST0185
 ST0185.The dynamic height is computed by dividing the NAVD 88
 ST0185.geopotential number by the normal gravity value computed on the
 ST0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0185.degrees latitude (g = 980.6199 gals.).
 ST0185
 ST0185.The modeled gravity was interpolated from observed gravity values.
 ST0185
 ST0185;                    North         East    Units  Estimated Accuracy
 ST0185;SPC MT       -   401,360.      377,190.      MT  (+/- 180 meters Scaled)
 ST0185
 ST0185                          SUPERSEDED SURVEY CONTROL
 ST0185
 ST0185  NGVD 29 (??/??/92) 1388.378  (m)         4555.04   (f) ADJ UNCH    2 0
 ST0185
 ST0185.Superseded values are not recommended for survey control.
 ST0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0185.See file dsdata.txt to determine how the superseded data were derived.
 ST0185
 ST0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT893977(NAD 83)
 ST0185_MARKER: DR = REFERENCE MARK DISK
 ST0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0185_STAMPING: F 10 R 1961
 ST0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0185+STABILITY: SURFACE MOTION
 ST0185
 ST0185  HISTORY     - Date     Condition        Report By
 ST0185  HISTORY     - 1961     MONUMENTED       CGS
 ST0185
 ST0185                          STATION DESCRIPTION
 ST0185
 ST0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0185'20.1 MI W FROM CHOTEAU.
 ST0185'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0185'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.6 MILES
 ST0185'SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST ALONG A FENCE LINE, ON
 ST0185'A SMALL KNOLL, 0.2 MILE WEST OF A CATTLE GUARD, 51.5 FEET WEST OF
 ST0185'REFERENCE MARK F 10 R R.M. 2, 4.7 FEET NORTH OF A FENCE, 56.9 FEET
 ST0185'SOUTH OF REFERENCE MARK F 10 R.M. 1, AND SET IN THE TOP OF A CONCRETE
 ST0185'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0184 ***********************************************************************
 ST0184  DESIGNATION -  F 10 R RM 1
 ST0184  PID         -  ST0184
 ST0184  STATE/COUNTY-  MT/TETON
 ST0184  USGS QUAD   -  WATSON FLATS (1987)
 ST0184
 ST0184                         *CURRENT SURVEY CONTROL
 ST0184  ___________________________________________________________________
 ST0184* NAD 83(1986)-  47 49 21.     (N)    112 28 39.     (W)     SCALED    
 ST0184* NAVD 88     -      1389.503  (meters)    4558.73   (feet)  ADJUSTED  
 ST0184  ___________________________________________________________________
 ST0184  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 ST0184  DYNAMIC HT  -        1389.356 (meters)    4558.25  (feet)  COMP
 ST0184  MODELED GRAV-     980,457.1   (mgal)                       NAVD 88
 ST0184
 ST0184  VERT ORDER  -  SECOND    CLASS 0
 ST0184
 ST0184.The horizontal coordinates were scaled from a topographic map and have
 ST0184.an estimated accuracy of +/- 6 seconds.
 ST0184
 ST0184.The orthometric height was determined by differential leveling
 ST0184.and adjusted by the National Geodetic Survey in June 1991..
 ST0184
 ST0184.The geoid height was determined by GEOID03.
 ST0184
 ST0184.The dynamic height is computed by dividing the NAVD 88
 ST0184.geopotential number by the normal gravity value computed on the
 ST0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0184.degrees latitude (g = 980.6199 gals.).
 ST0184
 ST0184.The modeled gravity was interpolated from observed gravity values.
 ST0184
 ST0184;                    North         East    Units  Estimated Accuracy
 ST0184;SPC MT       -   401,210.      377,210.      MT  (+/- 180 meters Scaled)
 ST0184
 ST0184                          SUPERSEDED SURVEY CONTROL
 ST0184
 ST0184  NGVD 29 (??/??/92) 1388.478  (m)         4555.36   (f) ADJ UNCH    2 0
 ST0184
 ST0184.Superseded values are not recommended for survey control.
 ST0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0184.See file dsdata.txt to determine how the superseded data were derived.
 ST0184
 ST0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT894976(NAD 83)
 ST0184_MARKER: DR = REFERENCE MARK DISK
 ST0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0184_STAMPING: F 10 R NO. 1 1961
 ST0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0184+STABILITY: SURFACE MOTION
 ST0184
 ST0184  HISTORY     - Date     Condition        Report By
 ST0184  HISTORY     - 1961     MONUMENTED       CGS
 ST0184
 ST0184                          STATION DESCRIPTION
 ST0184
 ST0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0184'20.1 MI W FROM CHOTEAU.
 ST0184'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0184'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.6 MILES
 ST0184'SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST ALONG A FENCE LINE,
 ST0184'0.2 MILE WEST OF A CATTLEGUARD, ON A SMALL KNOLL, 61.6 FEET NORTH OF
 ST0184'THE FENCE, 56.9 FEET NORTH OF TRIANGULATION STATION F 10 R, AND SET IN
 ST0184'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0183 ***********************************************************************
 ST0183  DESIGNATION -  F 10 R RM 2
 ST0183  PID         -  ST0183
 ST0183  STATE/COUNTY-  MT/TETON
 ST0183  USGS QUAD   -  WATSON FLATS (1987)
 ST0183
 ST0183                         *CURRENT SURVEY CONTROL
 ST0183  ___________________________________________________________________
 ST0183* NAD 83(1986)-  47 49 22.     (N)    112 28 35.     (W)     SCALED    
 ST0183* NAVD 88     -      1388.856  (meters)    4556.61   (feet)  ADJUSTED  
 ST0183  ___________________________________________________________________
 ST0183  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 ST0183  DYNAMIC HT  -        1388.709 (meters)    4556.12  (feet)  COMP
 ST0183  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 ST0183
 ST0183  VERT ORDER  -  SECOND    CLASS 0
 ST0183
 ST0183.The horizontal coordinates were scaled from a topographic map and have
 ST0183.an estimated accuracy of +/- 6 seconds.
 ST0183
 ST0183.The orthometric height was determined by differential leveling
 ST0183.and adjusted by the National Geodetic Survey in June 1991..
 ST0183
 ST0183.The geoid height was determined by GEOID03.
 ST0183
 ST0183.The dynamic height is computed by dividing the NAVD 88
 ST0183.geopotential number by the normal gravity value computed on the
 ST0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0183.degrees latitude (g = 980.6199 gals.).
 ST0183
 ST0183.The modeled gravity was interpolated from observed gravity values.
 ST0183
 ST0183;                    North         East    Units  Estimated Accuracy
 ST0183;SPC MT       -   401,230.      377,290.      MT  (+/- 180 meters Scaled)
 ST0183
 ST0183                          SUPERSEDED SURVEY CONTROL
 ST0183
 ST0183  NGVD 29 (??/??/92) 1387.831  (m)         4553.24   (f) ADJ UNCH    2 0
 ST0183
 ST0183.Superseded values are not recommended for survey control.
 ST0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0183.See file dsdata.txt to determine how the superseded data were derived.
 ST0183
 ST0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT894976(NAD 83)
 ST0183_MARKER: DR = REFERENCE MARK DISK
 ST0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0183_STAMPING: F 10 R NO. 2 1961
 ST0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0183+STABILITY: SURFACE MOTION
 ST0183
 ST0183  HISTORY     - Date     Condition        Report By
 ST0183  HISTORY     - 1961     MONUMENTED       CGS
 ST0183
 ST0183                          STATION DESCRIPTION
 ST0183
 ST0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0183'20.1 MI W FROM CHOTEAU.
 ST0183'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0183'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.6 MILES
 ST0183'SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST ALONG A FENCE LINE,
 ST0183'0.2 MILE WEST OF A CATTLEGUARD, ON A SMALL KNOLL, 51.5 FEET EAST OF
 ST0183'TRIANGULATION STATION F 10 R, 4.0 FEET NORTH OF A FENCE, AND SET IN
 ST0183'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0417 ***********************************************************************
 ST0417  DESIGNATION -  F 100
 ST0417  PID         -  ST0417
 ST0417  STATE/COUNTY-  MT/MISSOULA
 ST0417  USGS QUAD   -  SALMON LAKE (1965)
 ST0417
 ST0417                         *CURRENT SURVEY CONTROL
 ST0417  ___________________________________________________________________
 ST0417* NAD 83(1986)-  47 06 33.     (N)    113 25 30.     (W)     SCALED    
 ST0417* NAVD 88     -      1199.040  (meters)    3933.85   (feet)  ADJUSTED  
 ST0417  ___________________________________________________________________
 ST0417  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 ST0417  DYNAMIC HT  -        1198.844 (meters)    3933.21  (feet)  COMP
 ST0417  MODELED GRAV-     980,408.4   (mgal)                       NAVD 88
 ST0417
 ST0417  VERT ORDER  -  SECOND    CLASS 0
 ST0417
 ST0417.The horizontal coordinates were scaled from a topographic map and have
 ST0417.an estimated accuracy of +/- 6 seconds.
 ST0417
 ST0417.The orthometric height was determined by differential leveling
 ST0417.and adjusted by the National Geodetic Survey in June 1991..
 ST0417
 ST0417.The geoid height was determined by GEOID03.
 ST0417
 ST0417.The dynamic height is computed by dividing the NAVD 88
 ST0417.geopotential number by the normal gravity value computed on the
 ST0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0417.degrees latitude (g = 980.6199 gals.).
 ST0417
 ST0417.The modeled gravity was interpolated from observed gravity values.
 ST0417
 ST0417;                    North         East    Units  Estimated Accuracy
 ST0417;SPC MT       -   325,170.      302,390.      MT  (+/- 180 meters Scaled)
 ST0417
 ST0417                          SUPERSEDED SURVEY CONTROL
 ST0417
 ST0417  NGVD 29 (??/??/92) 1197.914  (m)         3930.16   (f) ADJ UNCH    2 0
 ST0417
 ST0417.Superseded values are not recommended for survey control.
 ST0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0417.See file dsdata.txt to determine how the superseded data were derived.
 ST0417
 ST0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT160201(NAD 83)
 ST0417_MARKER: DB = BENCH MARK DISK
 ST0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0417_STAMPING: F 100 1934
 ST0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0417+STABILITY: SURFACE MOTION
 ST0417
 ST0417  HISTORY     - Date     Condition        Report By
 ST0417  HISTORY     - 1934     MONUMENTED       CGS
 ST0417  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0417
 ST0417                          STATION DESCRIPTION
 ST0417
 ST0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0417'10.1 MI S FROM SEELEY LAKE.
 ST0417'10.1 MILES SOUTH ALONG STATE HIGHWAY 31 FROM SEELEY LAKE, IN A NATURAL
 ST0417'AMPHITHEATRE, ABOUT 70 FEET EAST OF A CREEK, AND 39 FEET EAST OF THE
 ST0417'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 100 1934 AND
 ST0417'SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEW HIGHWAY MAY HAVE
 ST0417'COVERED BM.
 ST0417
 ST0417                          STATION RECOVERY (1965)
 ST0417
 ST0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0313 ***********************************************************************
 SU0313  DESIGNATION -  F 101
 SU0313  PID         -  SU0313
 SU0313  STATE/COUNTY-  MT/SANDERS
 SU0313  USGS QUAD   -  WEEKSVILLE (1964)
 SU0313
 SU0313                         *CURRENT SURVEY CONTROL
 SU0313  ___________________________________________________________________
 SU0313* NAD 83(1986)-  47 30 22.     (N)    114 56 41.     (W)     SCALED    
 SU0313* NAVD 88     -       748.506  (meters)    2455.72   (feet)  ADJUSTED  
 SU0313  ___________________________________________________________________
 SU0313  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 SU0313  DYNAMIC HT  -         748.470 (meters)    2455.61  (feet)  COMP
 SU0313  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 SU0313
 SU0313  VERT ORDER  -  FIRST     CLASS II
 SU0313
 SU0313.The horizontal coordinates were scaled from a topographic map and have
 SU0313.an estimated accuracy of +/- 6 seconds.
 SU0313
 SU0313.The orthometric height was determined by differential leveling
 SU0313.and adjusted by the National Geodetic Survey in June 1991..
 SU0313.WARNING-Repeat measurements at this control monument indicate possible
 SU0313.vertical movement.
 SU0313
 SU0313.The geoid height was determined by GEOID03.
 SU0313
 SU0313.The dynamic height is computed by dividing the NAVD 88
 SU0313.geopotential number by the normal gravity value computed on the
 SU0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0313.degrees latitude (g = 980.6199 gals.).
 SU0313
 SU0313.The modeled gravity was interpolated from observed gravity values.
 SU0313
 SU0313;                    North         East    Units  Estimated Accuracy
 SU0313;SPC MT       -   376,050.      190,390.      MT  (+/- 180 meters Scaled)
 SU0313
 SU0313                          SUPERSEDED SURVEY CONTROL
 SU0313
 SU0313  NGVD 29 (??/??/92)  747.367  (m)         2451.99   (f) ADJ UNCH    1 2
 SU0313
 SU0313.Superseded values are not recommended for survey control.
 SU0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0313.See file dsdata.txt to determine how the superseded data were derived.
 SU0313
 SU0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN547634(NAD 83)
 SU0313_MARKER: DB = BENCH MARK DISK
 SU0313_SETTING: 66 = SET IN ROCK OUTCROP
 SU0313_SP_SET: BEDROCK
 SU0313_STAMPING: F 101 1934
 SU0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0313+STABILITY: POSITION/ELEVATION WELL
 SU0313
 SU0313  HISTORY     - Date     Condition        Report By
 SU0313  HISTORY     - 1934     MONUMENTED       CGS
 SU0313  HISTORY     - 1944     GOOD             NGS
 SU0313  HISTORY     - 1980     GOOD             NGS
 SU0313
 SU0313                          STATION DESCRIPTION
 SU0313
 SU0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0313'4.8 MI NW FROM PLAINS.
 SU0313'ALONG THE NORTHERN PACIFIC RAILWAY, 4.8 MILES NORTHWEST OF THE STATION
 SU0313'AT PLAINS, 0.25 MILE SOUTHEAST OF MILEPOST NO. 11, ON INSIDE OF CURVE
 SU0313'IN RAILWAY, ABOUT 30.0 FEET WEST OF EAST END OF ROCK CUT ON NORTH SIDE
 SU0313'OF RAILWAY, 9.1 FEET NORTH OF NORTH RAIL, 1.5 FEET EAST OF CORNER OF
 SU0313'FACE OF OUTCROP WHERE PORTION OF OUTCROP HAS BROKEN AWAY, SET
 SU0313'VERTICALLY IN SOUTH FACE OF OUTCROPPING BED ROCK, 0.5 FOOT BELOW LEVEL
 SU0313'OF RAILS.
 SU0313
 SU0313                          STATION RECOVERY (1980)
 SU0313
 SU0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0032 ***********************************************************************
 SU0032  DESIGNATION -  F 102
 SU0032  PID         -  SU0032
 SU0032  STATE/COUNTY-  MT/LAKE
 SU0032  USGS QUAD   -  IRVINE LOOKOUT TOWER (1964)
 SU0032
 SU0032                         *CURRENT SURVEY CONTROL
 SU0032  ___________________________________________________________________
 SU0032* NAD 83(1986)-  47 49 09.     (N)    114 25 26.     (W)     SCALED    
 SU0032* NAVD 88     -      1009.010  (meters)    3310.39   (feet)  ADJUSTED  
 SU0032  ___________________________________________________________________
 SU0032  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SU0032  DYNAMIC HT  -        1008.967 (meters)    3310.25  (feet)  COMP
 SU0032  MODELED GRAV-     980,535.9   (mgal)                       NAVD 88
 SU0032
 SU0032  VERT ORDER  -  SECOND    CLASS 0
 SU0032
 SU0032.The horizontal coordinates were scaled from a topographic map and have
 SU0032.an estimated accuracy of +/- 6 seconds.
 SU0032
 SU0032.The orthometric height was determined by differential leveling
 SU0032.and adjusted by the National Geodetic Survey in June 1991..
 SU0032
 SU0032.The geoid height was determined by GEOID03.
 SU0032
 SU0032.The dynamic height is computed by dividing the NAVD 88
 SU0032.geopotential number by the normal gravity value computed on the
 SU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0032.degrees latitude (g = 980.6199 gals.).
 SU0032
 SU0032.The modeled gravity was interpolated from observed gravity values.
 SU0032
 SU0032;                    North         East    Units  Estimated Accuracy
 SU0032;SPC MT       -   408,180.      231,700.      MT  (+/- 180 meters Scaled)
 SU0032
 SU0032                          SUPERSEDED SURVEY CONTROL
 SU0032
 SU0032  NGVD 29 (??/??/92) 1007.885  (m)         3306.70   (f) ADJ UNCH    2 0
 SU0032
 SU0032.Superseded values are not recommended for survey control.
 SU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0032.See file dsdata.txt to determine how the superseded data were derived.
 SU0032
 SU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN928994(NAD 83)
 SU0032_MARKER: DB = BENCH MARK DISK
 SU0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0032_STAMPING: F 102 1934
 SU0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0032+STABILITY: SURFACE MOTION
 SU0032
 SU0032  HISTORY     - Date     Condition        Report By
 SU0032  HISTORY     - 1934     MONUMENTED       CGS
 SU0032  HISTORY     - 1956     GOOD             NGS
 SU0032  HISTORY     - 1979     MARK NOT FOUND   NGS
 SU0032  HISTORY     - 20020517 GOOD             MTDOT
 SU0032
 SU0032                          STATION DESCRIPTION
 SU0032
 SU0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0032'4.5 MI W FROM ELMO.
 SU0032'TO REACH FROM THE INTERSECTION OF US 93 AND STATE 28, GO WEST ALONG
 SU0032'HIGHWAY 28 3.9 MILES TO A GATE IN THE FENCE TO THE NORTH, PASS THROUGH
 SU0032'GATE AND FOLLOW DIM ROAD ALONG POWER LINE 0.25 MILE TO ANOTHER FENCE
 SU0032'AND THE MARK ON RIGHT.  SET IN CONCRETE POST.  NOTE-- DUE TO THE
 SU0032'RELOCATION OF HIGHWAY 28, THE MARK IS NOW IN AN OPEN FIELD, 44.3 FEET
 SU0032'EAST OF A POWER LINE, WHICH CROSSES THE FIELD AND 14.0 FEET NORTH OF A
 SU0032'FENCE.
 SU0032
 SU0032                          STATION RECOVERY (1979)
 SU0032
 SU0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0032'BM NOT RECOVERED THIS DATE.
 SU0032
 SU0032                          STATION RECOVERY (2002)
 SU0032
 SU0032'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DMR)
 SU0032'TO REACH FROM JUNCTION OF US93 AND MT28 AT ELMO GO WEST ON MT28 FOR
 SU0032'4.1 MILES TO A FIELD APPROACH AND CATTLE GUARD ON THE NORTH.  PROCEED
 SU0032'NORTHEAST ON FIELD ROAD FOR 0.27 MILES TO ANOTHER CATTLE GUARD AND
 SU0032'FENCE CORNER.  MARK IS 50 FEET EAST AND 12 FEET NORTH OF THE FENCE
 SU0032'CORNER.  MDT WITNESS POST SET 1 FOOT NORTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0289 ***********************************************************************
 QX0289  DESIGNATION -  F 103
 QX0289  PID         -  QX0289
 QX0289  STATE/COUNTY-  MT/GALLATIN
 QX0289  USGS QUAD   -  HIDDEN LAKE (1988)
 QX0289
 QX0289                         *CURRENT SURVEY CONTROL
 QX0289  ___________________________________________________________________
 QX0289* NAD 83(1986)-  45 17 15.     (N)    111 13 18.     (W)     SCALED    
 QX0289* NAVD 88     -      1810.146  (meters)    5938.79   (feet)  ADJUSTED  
 QX0289  ___________________________________________________________________
 QX0289  GEOID HEIGHT-          -9.08  (meters)                     GEOID03
 QX0289  DYNAMIC HT  -        1809.286 (meters)    5935.97  (feet)  COMP
 QX0289  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 QX0289
 QX0289  VERT ORDER  -  FIRST     CLASS II
 QX0289
 QX0289.The horizontal coordinates were scaled from a topographic map and have
 QX0289.an estimated accuracy of +/- 6 seconds.
 QX0289
 QX0289.The orthometric height was determined by differential leveling
 QX0289.and adjusted by the National Geodetic Survey in June 1991..
 QX0289
 QX0289.The geoid height was determined by GEOID03.
 QX0289
 QX0289.The dynamic height is computed by dividing the NAVD 88
 QX0289.geopotential number by the normal gravity value computed on the
 QX0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0289.degrees latitude (g = 980.6199 gals.).
 QX0289
 QX0289.The modeled gravity was interpolated from observed gravity values.
 QX0289
 QX0289;                    North         East    Units  Estimated Accuracy
 QX0289;SPC MT       -   116,800.      464,970.      MT  (+/- 180 meters Scaled)
 QX0289
 QX0289                          SUPERSEDED SURVEY CONTROL
 QX0289
 QX0289  NGVD 29 (??/??/92) 1808.717  (m)         5934.10   (f) ADJ UNCH    1 2
 QX0289
 QX0289.Superseded values are not recommended for survey control.
 QX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0289.See file dsdata.txt to determine how the superseded data were derived.
 QX0289
 QX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR826149(NAD 83)
 QX0289_MARKER: DB = BENCH MARK DISK
 QX0289_SETTING: 80 = SET IN A BOULDER
 QX0289_SP_SET: BOULDER
 QX0289_STAMPING: F 103 1934
 QX0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0289+STABILITY: SURFACE MOTION
 QX0289
 QX0289  HISTORY     - Date     Condition        Report By
 QX0289  HISTORY     - 1934     MONUMENTED       CGS
 QX0289  HISTORY     - 1960     GOOD             NGS
 QX0289
 QX0289                          STATION DESCRIPTION
 QX0289
 QX0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0289'5.15 MI S FROM KARST RANCH.
 QX0289'ABOUT 5.15 MILES SOUTH ALONG U. S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0289'STATION AT KARST RANCH, IN SECTION 27, T 6 S, R 4 E, 142 FEET
 QX0289'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A GRANITE
 QX0289'BOULDER WHICH PROJECTS 2 FEET ABOVE THE GROUND, NEAR THE TOP OF A
 QX0289'SMALL GRADE AND ON THE NORTHEAST BANK OF THE GALLATIN RIVER, 250 FEET
 QX0289'SOUTH OF A SMALL HOUSE, 102 FEET WEST OF THE CENTER OF A GATE, 69 FEET
 QX0289'NORTHWEST OF A FENCE, 46 1/2 FEET WEST OF A POWER POLE BEARING A
 QX0289'METER, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0875 ***********************************************************************
 SS0875  DESIGNATION -  F 10=34 CAP
 SS0875  PID         -  SS0875
 SS0875  STATE/COUNTY-  MT/CASCADE
 SS0875  USGS QUAD   -  CASCADE (1983)
 SS0875
 SS0875                         *CURRENT SURVEY CONTROL
 SS0875  ___________________________________________________________________
 SS0875* NAD 83(1986)-  47 16 14.     (N)    111 41 56.     (W)     SCALED    
 SS0875* NAVD 88     -      1030.868  (meters)    3382.11   (feet)  ADJUSTED  
 SS0875  ___________________________________________________________________
 SS0875  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SS0875  DYNAMIC HT  -        1030.768 (meters)    3381.78  (feet)  COMP
 SS0875  MODELED GRAV-     980,481.4   (mgal)                       NAVD 88
 SS0875
 SS0875  VERT ORDER  -  FIRST     CLASS II
 SS0875
 SS0875.The horizontal coordinates were scaled from a topographic map and have
 SS0875.an estimated accuracy of +/- 6 seconds.
 SS0875
 SS0875.The orthometric height was determined by differential leveling
 SS0875.and adjusted by the National Geodetic Survey in June 1991..
 SS0875
 SS0875.The geoid height was determined by GEOID03.
 SS0875
 SS0875.The dynamic height is computed by dividing the NAVD 88
 SS0875.geopotential number by the normal gravity value computed on the
 SS0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0875.degrees latitude (g = 980.6199 gals.).
 SS0875
 SS0875.The modeled gravity was interpolated from observed gravity values.
 SS0875
 SS0875;                    North         East    Units  Estimated Accuracy
 SS0875;SPC MT       -   337,970.      433,730.      MT  (+/- 180 meters Scaled)
 SS0875
 SS0875                          SUPERSEDED SURVEY CONTROL
 SS0875
 SS0875  NGVD 29 (??/??/92) 1029.942  (m)         3379.07   (f) ADJ UNCH    1 2
 SS0875
 SS0875.Superseded values are not recommended for survey control.
 SS0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0875.See file dsdata.txt to determine how the superseded data were derived.
 SS0875
 SS0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT471354(NAD 83)
 SS0875_MARKER: P = PIPE CAP
 SS0875_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0875_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0875
 SS0875  HISTORY     - Date     Condition        Report By
 SS0875  HISTORY     - UNK      MONUMENTED       MORC
 SS0875  HISTORY     - 1961     GOOD             NGS
 SS0875  HISTORY     - 1962     GOOD             NGS
 SS0875  HISTORY     - 1979     MARK NOT FOUND   NGS
 SS0875
 SS0875                          STATION DESCRIPTION
 SS0875
 SS0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0875'IN CASCADE.
 SS0875'AT CASCADE, AT THE GREAT NORTHERN RAILWAY STATION, 163 FEET SOUTH OF
 SS0875'THE SOUTHWEST CORNER OF THE STATION, 66 FEET SOUTH-SOUTHEAST OF AND
 SS0875'ACROSS THE TRACK FROM A SWITCH STAND, 34.0 FEET WEST OF THE WEST RAIL
 SS0875'OF A SIDE TRACK, 21.0 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 SS0875'ABOUT 1 1/2 FEET HIGHER THAN THE TRACK, AND BOLTED ON THE TOP OF A
 SS0875'4-INCH IRON PIPE PROJECTING 2.0 FOOT ABOVE THE GROUND.
 SS0875
 SS0875                          STATION RECOVERY (1962)
 SS0875
 SS0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SS0875'RECOVERED IN GOOD CONDITION.
 SS0875
 SS0875                          STATION RECOVERY (1979)
 SS0875
 SS0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0875'PRESUMED DESTROYED, HEAVY GRADING AT AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0378 ***********************************************************************
 PY0378  DESIGNATION -  F 105
 PY0378  PID         -  PY0378
 PY0378  STATE/COUNTY-  MT/GALLATIN
 PY0378  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0378
 PY0378                         *CURRENT SURVEY CONTROL
 PY0378  ___________________________________________________________________
 PY0378* NAD 83(1986)-  44 39 50.     (N)    111 06 57.     (W)     SCALED    
 PY0378* NAVD 88     -      2028.733  (meters)    6655.93   (feet)  POSTED    
 PY0378  ___________________________________________________________________
 PY0378  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0378  DYNAMIC HT  -        2027.590 (meters)    6652.18  (feet)  COMP
 PY0378  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 PY0378
 PY0378  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0378
 PY0378.This mark is at Yellowstone Airport (WYS)
 PY0378
 PY0378.The horizontal coordinates were scaled from a topographic map and have
 PY0378.an estimated accuracy of +/- 6 seconds.
 PY0378
 PY0378.The orthometric height was determined by differential leveling
 PY0378.and adjusted by the National Geodetic Survey in 1992..
 PY0378.No vertical observational check was made to the station.
 PY0378.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0378.was located on a no-check spur therefore a value was not computed.
 PY0378
 PY0378.The geoid height was determined by GEOID03.
 PY0378
 PY0378.The dynamic height is computed by dividing the NAVD 88
 PY0378.geopotential number by the normal gravity value computed on the
 PY0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0378.degrees latitude (g = 980.6199 gals.).
 PY0378
 PY0378.The modeled gravity was interpolated from observed gravity values.
 PY0378
 PY0378;                    North         East    Units  Estimated Accuracy
 PY0378;SPC MT       -    47,330.      471,840.      MT  (+/- 180 meters Scaled)
 PY0378
 PY0378                          SUPERSEDED SURVEY CONTROL
 PY0378
 PY0378  NGVD 29 (??/??/92) 2027.215  (m)         6650.95   (f) ADJ UNCH    1 2
 PY0378
 PY0378.Superseded values are not recommended for survey control.
 PY0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0378.See file dsdata.txt to determine how the superseded data were derived.
 PY0378
 PY0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ908456(NAD 83)
 PY0378_MARKER: DB = BENCH MARK DISK
 PY0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0378_SP_SET: FOUNDATION
 PY0378_STAMPING: F 105 1960
 PY0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0378
 PY0378  HISTORY     - Date     Condition        Report By
 PY0378  HISTORY     - 1960     MONUMENTED       CGS
 PY0378  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0378
 PY0378                          STATION DESCRIPTION
 PY0378
 PY0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0378'1.45 MI NW FROM WEST YELLOWSTONE.
 PY0378'0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 PY0378'WEST YELLOWSTONE, THENCE 0.5 MILE NORTH ALONG IRIS STREET, THENCE 0.15
 PY0378'MILE WEST ALONG U.S. HIGHWAY 191, AT WEST YELLOWSTONE AIRPORT IN TOP
 PY0378'OF THE NORTH SIDE OF A CONCRETE FOUNDATION SUPPORTING A WINDSOCK, 199
 PY0378'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.17 MILE WEST OF THE
 PY0378'CENTER LINE OF IRIS STREET, AND FLUSH WITH THE GROUND.
 PY0378
 PY0378                          STATION RECOVERY (1983)
 PY0378
 PY0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1092 ***********************************************************************
 SS1092  DESIGNATION -  F 11
 SS1092  PID         -  SS1092
 SS1092  STATE/COUNTY-  MT/TETON
 SS1092  USGS QUAD   -  COLLINS (1987)
 SS1092
 SS1092                         *CURRENT SURVEY CONTROL
 SS1092  ___________________________________________________________________
 SS1092* NAD 83(1986)-  47 57 29.     (N)    111 46 47.     (W)     SCALED    
 SS1092* NAVD 88     -      1077.088  (meters)    3533.75   (feet)  POSTED    
 SS1092  ___________________________________________________________________
 SS1092  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SS1092  DYNAMIC HT  -        1077.070 (meters)    3533.69  (feet)  COMP
 SS1092  MODELED GRAV-     980,555.3   (mgal)                       NAVD 88
 SS1092
 SS1092  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SS1092
 SS1092.The horizontal coordinates were scaled from a topographic map and have
 SS1092.an estimated accuracy of +/- 6 seconds.
 SS1092
 SS1092.The orthometric height was determined by differential leveling
 SS1092.and adjusted by the National Geodetic Survey in 1992..
 SS1092.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SS1092.rate of 0.0 thru 1.0 mm/km.
 SS1092
 SS1092.The geoid height was determined by GEOID03.
 SS1092
 SS1092.The dynamic height is computed by dividing the NAVD 88
 SS1092.geopotential number by the normal gravity value computed on the
 SS1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1092.degrees latitude (g = 980.6199 gals.).
 SS1092
 SS1092.The modeled gravity was interpolated from observed gravity values.
 SS1092
 SS1092;                    North         East    Units  Estimated Accuracy
 SS1092;SPC MT       -   414,510.      429,840.      MT  (+/- 180 meters Scaled)
 SS1092
 SS1092                          SUPERSEDED SURVEY CONTROL
 SS1092
 SS1092  NGVD 29 (??/??/92) 1076.143  (m)         3530.65   (f) ADJ UNCH    1 2
 SS1092
 SS1092.Superseded values are not recommended for survey control.
 SS1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1092.See file dsdata.txt to determine how the superseded data were derived.
 SS1092
 SS1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU417119(NAD 83)
 SS1092_MARKER: P = PIPE CAP
 SS1092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1092_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1092_STAMPING: 3530.546
 SS1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1092
 SS1092  HISTORY     - Date     Condition        Report By
 SS1092  HISTORY     - UNK      MONUMENTED       CGS
 SS1092  HISTORY     - 1934     GOOD             NGS
 SS1092  HISTORY     - 1978     MARK NOT FOUND   NGS
 SS1092
 SS1092                          STATION DESCRIPTION
 SS1092
 SS1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SS1092'2.8 MI NE FROM COLLINS.
 SS1092'2.8 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1092'AT COLLINS, AT MILEPOST 48, AND 50 FEET NORTHWEST OF THE TRACK.  A
 SS1092'STANDARD CAP, STAMPED 3530.546 AND FASTENED ON THE TOP OF 3-1/2 INCH
 SS1092'IRON PIPE.
 SS1092
 SS1092                          STATION RECOVERY (1978)
 SS1092
 SS1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SS1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0083 ***********************************************************************
 ST0083  DESIGNATION -  F 11 ASTRO
 ST0083  PID         -  ST0083
 ST0083  STATE/COUNTY-  MT/TETON
 ST0083  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0083
 ST0083                         *CURRENT SURVEY CONTROL
 ST0083  ___________________________________________________________________
 ST0083* NAD 83(1986)-  47 44 34.     (N)    112 22 02.     (W)     SCALED    
 ST0083* NAVD 88     -      1266.557  (meters)    4155.36   (feet)  ADJUSTED  
 ST0083  ___________________________________________________________________
 ST0083  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 ST0083  DYNAMIC HT  -        1266.434 (meters)    4154.96  (feet)  COMP
 ST0083  MODELED GRAV-     980,471.1   (mgal)                       NAVD 88
 ST0083
 ST0083  VERT ORDER  -  SECOND    CLASS 0
 ST0083
 ST0083.The horizontal coordinates were scaled from a topographic map and have
 ST0083.an estimated accuracy of +/- 6 seconds.
 ST0083
 ST0083.The orthometric height was determined by differential leveling
 ST0083.and adjusted by the National Geodetic Survey in June 1991..
 ST0083
 ST0083.The geoid height was determined by GEOID03.
 ST0083
 ST0083.The dynamic height is computed by dividing the NAVD 88
 ST0083.geopotential number by the normal gravity value computed on the
 ST0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0083.degrees latitude (g = 980.6199 gals.).
 ST0083
 ST0083.The modeled gravity was interpolated from observed gravity values.
 ST0083
 ST0083;                    North         East    Units  Estimated Accuracy
 ST0083;SPC MT       -   392,040.      385,130.      MT  (+/- 180 meters Scaled)
 ST0083
 ST0083                          SUPERSEDED SURVEY CONTROL
 ST0083
 ST0083  NGVD 29 (??/??/92) 1265.56   (m)         4152.1    (f) COMPUTED    2 0
 ST0083
 ST0083.Superseded values are not recommended for survey control.
 ST0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0083.See file dsdata.txt to determine how the superseded data were derived.
 ST0083
 ST0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT975886(NAD 83)
 ST0083_MARKER: Z = SEE DESCRIPTION
 ST0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0083_SP_SET: STEEL ROD
 ST0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0083
 ST0083  HISTORY     - Date     Condition        Report By
 ST0083  HISTORY     - UNK      MONUMENTED       USAF
 ST0083  HISTORY     - 1961     GOOD             NGS
 ST0083
 ST0083                          STATION DESCRIPTION
 ST0083
 ST0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0083'11.85 MI SW FROM CHOTEAU.
 ST0083'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0083'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.55 MILES
 ST0083'WEST ALONG A GRAVEL ROAD, AT THE NORTHWEST CORNER OF THE FENCE AROUND
 ST0083'SITE F 11, 84 FEET SOUTHEAST OF THE NORTHWEST FENCE CORNER, 69 FEET
 ST0083'EAST OF THE NORTH-SOUTH FENCE, THE TOP OF A 1-INCH STEEL REFORCING ROD
 ST0083'DRIVEN INTO THE GROUND AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0080 ***********************************************************************
 ST0080  DESIGNATION -  F 11 Q
 ST0080  PID         -  ST0080
 ST0080  STATE/COUNTY-  MT/TETON
 ST0080  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0080
 ST0080                         *CURRENT SURVEY CONTROL
 ST0080  ___________________________________________________________________
 ST0080* NAD 83(1986)-  47 44 31.     (N)    112 22 03.     (W)     SCALED    
 ST0080* NAVD 88     -      1274.685  (meters)    4182.03   (feet)  ADJUSTED  
 ST0080  ___________________________________________________________________
 ST0080  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 ST0080  DYNAMIC HT  -        1274.562 (meters)    4181.63  (feet)  COMP
 ST0080  MODELED GRAV-     980,471.0   (mgal)                       NAVD 88
 ST0080
 ST0080  VERT ORDER  -  SECOND    CLASS 0
 ST0080
 ST0080.The horizontal coordinates were scaled from a topographic map and have
 ST0080.an estimated accuracy of +/- 6 seconds.
 ST0080
 ST0080.The orthometric height was determined by differential leveling
 ST0080.and adjusted by the National Geodetic Survey in June 1991..
 ST0080
 ST0080.The geoid height was determined by GEOID03.
 ST0080
 ST0080.The dynamic height is computed by dividing the NAVD 88
 ST0080.geopotential number by the normal gravity value computed on the
 ST0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0080.degrees latitude (g = 980.6199 gals.).
 ST0080
 ST0080.The modeled gravity was interpolated from observed gravity values.
 ST0080
 ST0080;                    North         East    Units  Estimated Accuracy
 ST0080;SPC MT       -   391,950.      385,110.      MT  (+/- 180 meters Scaled)
 ST0080
 ST0080                          SUPERSEDED SURVEY CONTROL
 ST0080
 ST0080  NGVD 29 (??/??/92) 1273.69   (m)         4178.8    (f) COMPUTED    2 0
 ST0080
 ST0080.Superseded values are not recommended for survey control.
 ST0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0080.See file dsdata.txt to determine how the superseded data were derived.
 ST0080
 ST0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT974885(NAD 83)
 ST0080_MARKER: DR = REFERENCE MARK DISK
 ST0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0080_STAMPING: F 11 Q 1961
 ST0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0080+STABILITY: SURFACE MOTION
 ST0080
 ST0080  HISTORY     - Date     Condition        Report By
 ST0080  HISTORY     - 1961     MONUMENTED       CGS
 ST0080
 ST0080                          STATION DESCRIPTION
 ST0080
 ST0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0080'12.4 MI SW FROM CHOTEAU.
 ST0080'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0080'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.8 MILES
 ST0080'WEST ALONG A GRAVEL ROAD, THENCE 0.3 MILE NORTH ALONG A FENCE LINE,
 ST0080'0.3 MILE NORTH OF A WOODEN BRIDGE, 5.0 FEET EAST OF THE FENCE, 58.60
 ST0080'FEET NORTH OF REFERENCE MARK NO. 2, 49.59 FEET WEST OF REFERENCE MARK
 ST0080'NO. 1, 4.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH REFERENCE
 ST0080'MARK NO. 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 ST0080'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0081 ***********************************************************************
 ST0081  DESIGNATION -  F 11 Q RM 1
 ST0081  PID         -  ST0081
 ST0081  STATE/COUNTY-  MT/TETON
 ST0081  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0081
 ST0081                         *CURRENT SURVEY CONTROL
 ST0081  ___________________________________________________________________
 ST0081* NAD 83(1986)-  47 44 25.     (N)    112 22 04.     (W)     SCALED    
 ST0081* NAVD 88     -      1274.669  (meters)    4181.98   (feet)  ADJUSTED  
 ST0081  ___________________________________________________________________
 ST0081  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 ST0081  DYNAMIC HT  -        1274.545 (meters)    4181.57  (feet)  COMP
 ST0081  MODELED GRAV-     980,470.8   (mgal)                       NAVD 88
 ST0081
 ST0081  VERT ORDER  -  SECOND    CLASS 0
 ST0081
 ST0081.The horizontal coordinates were scaled from a topographic map and have
 ST0081.an estimated accuracy of +/- 6 seconds.
 ST0081
 ST0081.The orthometric height was determined by differential leveling
 ST0081.and adjusted by the National Geodetic Survey in June 1991..
 ST0081
 ST0081.The geoid height was determined by GEOID03.
 ST0081
 ST0081.The dynamic height is computed by dividing the NAVD 88
 ST0081.geopotential number by the normal gravity value computed on the
 ST0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0081.degrees latitude (g = 980.6199 gals.).
 ST0081
 ST0081.The modeled gravity was interpolated from observed gravity values.
 ST0081
 ST0081;                    North         East    Units  Estimated Accuracy
 ST0081;SPC MT       -   391,770.      385,080.      MT  (+/- 180 meters Scaled)
 ST0081
 ST0081                          SUPERSEDED SURVEY CONTROL
 ST0081
 ST0081  NGVD 29 (??/??/92) 1273.67   (m)         4178.7    (f) COMPUTED    2 0
 ST0081
 ST0081.Superseded values are not recommended for survey control.
 ST0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0081.See file dsdata.txt to determine how the superseded data were derived.
 ST0081
 ST0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT974883(NAD 83)
 ST0081_MARKER: DR = REFERENCE MARK DISK
 ST0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0081_STAMPING: F 11 Q NO. 1 1961
 ST0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0081+STABILITY: SURFACE MOTION
 ST0081
 ST0081  HISTORY     - Date     Condition        Report By
 ST0081  HISTORY     - 1961     MONUMENTED       CGS
 ST0081
 ST0081                          STATION DESCRIPTION
 ST0081
 ST0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0081'12.4 MI SW FROM CHOTEAU.
 ST0081'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0081'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.8 MILES
 ST0081'WEST ALONG A GRAVEL ROAD, THENCE 0.3 MILE NORTH ALONG A FENCE LINE,
 ST0081'0.3 MILE NORTH OF A WOODEN BRIDGE, 49.59 FEET EAST OF TRIANGULATION
 ST0081'STATION F 11 Q, 53.6 FEET EAST OF FENCE, ABOUT LEVEL WITH THE STATION,
 ST0081'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 ST0081'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0082 ***********************************************************************
 ST0082  DESIGNATION -  F 11 Q RM 2
 ST0082  PID         -  ST0082
 ST0082  STATE/COUNTY-  MT/TETON
 ST0082  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0082
 ST0082                         *CURRENT SURVEY CONTROL
 ST0082  ___________________________________________________________________
 ST0082* NAD 83(1986)-  47 44 34.     (N)    112 22 03.     (W)     SCALED    
 ST0082* NAVD 88     -      1274.033  (meters)    4179.89   (feet)  ADJUSTED  
 ST0082  ___________________________________________________________________
 ST0082  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 ST0082  DYNAMIC HT  -        1273.910 (meters)    4179.49  (feet)  COMP
 ST0082  MODELED GRAV-     980,471.0   (mgal)                       NAVD 88
 ST0082
 ST0082  VERT ORDER  -  SECOND    CLASS 0
 ST0082
 ST0082.The horizontal coordinates were scaled from a topographic map and have
 ST0082.an estimated accuracy of +/- 6 seconds.
 ST0082
 ST0082.The orthometric height was determined by differential leveling
 ST0082.and adjusted by the National Geodetic Survey in June 1991..
 ST0082
 ST0082.The geoid height was determined by GEOID03.
 ST0082
 ST0082.The dynamic height is computed by dividing the NAVD 88
 ST0082.geopotential number by the normal gravity value computed on the
 ST0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0082.degrees latitude (g = 980.6199 gals.).
 ST0082
 ST0082.The modeled gravity was interpolated from observed gravity values.
 ST0082
 ST0082;                    North         East    Units  Estimated Accuracy
 ST0082;SPC MT       -   392,040.      385,110.      MT  (+/- 180 meters Scaled)
 ST0082
 ST0082                          SUPERSEDED SURVEY CONTROL
 ST0082
 ST0082  NGVD 29 (??/??/92) 1273.04   (m)         4176.6    (f) COMPUTED    2 0
 ST0082
 ST0082.Superseded values are not recommended for survey control.
 ST0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0082.See file dsdata.txt to determine how the superseded data were derived.
 ST0082
 ST0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT974886(NAD 83)
 ST0082_MARKER: DR = REFERENCE MARK DISK
 ST0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0082_STAMPING: F 11 Q NO. 2 1961
 ST0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0082+STABILITY: SURFACE MOTION
 ST0082
 ST0082  HISTORY     - Date     Condition        Report By
 ST0082  HISTORY     - 1961     MONUMENTED       CGS
 ST0082
 ST0082                          STATION DESCRIPTION
 ST0082
 ST0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0082'12.4 MI SW FROM CHOTEAU.
 ST0082'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0082'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.8 MILES
 ST0082'WEST ALONG A GRAVEL ROAD, THENCE 0.3 MILE NORTH ALONG A FENCE LINE,
 ST0082'0.3 MILE NORTH OF A WOODEN BRIDGE, 58.60 FEET SOUTH OF TRIANGULATION
 ST0082'STATION F 11 Q, 1.7 FEET EAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE
 ST0082'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 ST0082'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0027 ***********************************************************************
 ST0027  DESIGNATION -  F 111
 ST0027  PID         -  ST0027
 ST0027  STATE/COUNTY-  MT/TETON
 ST0027  USGS QUAD   -  NUNEMAKER HILL (1986)
 ST0027
 ST0027                         *CURRENT SURVEY CONTROL
 ST0027  ___________________________________________________________________
 ST0027* NAD 83(1986)-  47 40 08.     (N)    112 15 15.     (W)     SCALED    
 ST0027* NAVD 88     -      1401.112  (meters)    4596.81   (feet)  ADJUSTED  
 ST0027  ___________________________________________________________________
 ST0027  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 ST0027  DYNAMIC HT  -        1400.953 (meters)    4596.29  (feet)  COMP
 ST0027  MODELED GRAV-     980,448.8   (mgal)                       NAVD 88
 ST0027
 ST0027  VERT ORDER  -  SECOND    CLASS 0
 ST0027
 ST0027.The horizontal coordinates were scaled from a topographic map and have
 ST0027.an estimated accuracy of +/- 6 seconds.
 ST0027
 ST0027.The orthometric height was determined by differential leveling
 ST0027.and adjusted by the National Geodetic Survey in June 1991..
 ST0027
 ST0027.The geoid height was determined by GEOID03.
 ST0027
 ST0027.The dynamic height is computed by dividing the NAVD 88
 ST0027.geopotential number by the normal gravity value computed on the
 ST0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0027.degrees latitude (g = 980.6199 gals.).
 ST0027
 ST0027.The modeled gravity was interpolated from observed gravity values.
 ST0027
 ST0027;                    North         East    Units  Estimated Accuracy
 ST0027;SPC MT       -   383,530.      393,310.      MT  (+/- 180 meters Scaled)
 ST0027
 ST0027                          SUPERSEDED SURVEY CONTROL
 ST0027
 ST0027  NGVD 29 (??/??/92) 1400.111  (m)         4593.53   (f) ADJ UNCH    2 0
 ST0027
 ST0027.Superseded values are not recommended for survey control.
 ST0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0027.See file dsdata.txt to determine how the superseded data were derived.
 ST0027
 ST0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT058802(NAD 83)
 ST0027_MARKER: DB = BENCH MARK DISK
 ST0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0027_STAMPING: F 111 1934
 ST0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0027+STABILITY: SURFACE MOTION
 ST0027
 ST0027  HISTORY     - Date     Condition        Report By
 ST0027  HISTORY     - 1934     MONUMENTED       CGS
 ST0027  HISTORY     - 1961     GOOD             NGS
 ST0027
 ST0027                          STATION DESCRIPTION
 ST0027
 ST0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0027'11.25 MI S FROM CHOTEAU.
 ST0027'11.05 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0027'CHOTEAU, THENCE 0.2 MILE WEST ALONG A DIRT TRACK ROAD, 93 FEET
 ST0027'SOUTHEAST OF AND ACROSS THE TRACK ROAD FROM A T FENCE JUNCTION, 41
 ST0027'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 60 FEET SOUTH OF AND ACROSS
 ST0027'THE ROAD FROM A FENCE, 7.1 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 ST0027'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 ST0027'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0060 ***********************************************************************
 ST0060  DESIGNATION -  F 112
 ST0060  PID         -  ST0060
 ST0060  STATE/COUNTY-  MT/TETON
 ST0060  USGS QUAD   -  TETON BUTTES (1987)
 ST0060
 ST0060                         *CURRENT SURVEY CONTROL
 ST0060  ___________________________________________________________________
 ST0060* NAD 83(1986)-  47 52 11.     (N)    112 15 28.     (W)     SCALED    
 ST0060* NAVD 88     -      1215.772  (meters)    3988.75   (feet)  ADJUSTED  
 ST0060  ___________________________________________________________________
 ST0060  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 ST0060  DYNAMIC HT  -        1215.696 (meters)    3988.50  (feet)  COMP
 ST0060  MODELED GRAV-     980,506.8   (mgal)                       NAVD 88
 ST0060
 ST0060  VERT ORDER  -  SECOND    CLASS 0
 ST0060
 ST0060.The horizontal coordinates were scaled from a topographic map and have
 ST0060.an estimated accuracy of +/- 6 seconds.
 ST0060
 ST0060.The orthometric height was determined by differential leveling
 ST0060.and adjusted by the National Geodetic Survey in June 1991..
 ST0060
 ST0060.The geoid height was determined by GEOID03.
 ST0060
 ST0060.The dynamic height is computed by dividing the NAVD 88
 ST0060.geopotential number by the normal gravity value computed on the
 ST0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0060.degrees latitude (g = 980.6199 gals.).
 ST0060
 ST0060.The modeled gravity was interpolated from observed gravity values.
 ST0060
 ST0060;                    North         East    Units  Estimated Accuracy
 ST0060;SPC MT       -   405,850.      393,830.      MT  (+/- 180 meters Scaled)
 ST0060
 ST0060                          SUPERSEDED SURVEY CONTROL
 ST0060
 ST0060  NGVD 29 (??/??/92) 1214.780  (m)         3985.49   (f) ADJ UNCH    2 0
 ST0060
 ST0060.Superseded values are not recommended for survey control.
 ST0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0060.See file dsdata.txt to determine how the superseded data were derived.
 ST0060
 ST0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU059025(NAD 83)
 ST0060_MARKER: DB = BENCH MARK DISK
 ST0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0060_STAMPING: F 112 1934
 ST0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0060+STABILITY: SURFACE MOTION
 ST0060
 ST0060  HISTORY     - Date     Condition        Report By
 ST0060  HISTORY     - 1934     MONUMENTED       CGS
 ST0060  HISTORY     - 1957     MARK NOT FOUND   USGS
 ST0060
 ST0060                          STATION DESCRIPTION
 ST0060
 ST0060'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 ST0060'5.3 MI NW FROM CHOTEAU.
 ST0060'5.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0060'AT CHOTEAU, TETON COUNTY, AT A LONG CURVE, 50 FEET SOUTH OF A SMALL
 ST0060'CREEK, 47 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET EAST OF
 ST0060'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 112 1934 AND SET
 ST0060'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0046 ***********************************************************************
 TM0046  DESIGNATION -  F 113
 TM0046  PID         -  TM0046
 TM0046  STATE/COUNTY-  MT/PONDERA
 TM0046  USGS QUAD   -  SAM GEORGE HILL (1985)
 TM0046
 TM0046                         *CURRENT SURVEY CONTROL
 TM0046  ___________________________________________________________________
 TM0046* NAD 83(1986)-  48 14 14.     (N)    112 00 17.     (W)     SCALED    
 TM0046* NAVD 88     -      1084.029  (meters)    3556.52   (feet)  ADJUSTED  
 TM0046  ___________________________________________________________________
 TM0046  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 TM0046  DYNAMIC HT  -        1084.040 (meters)    3556.55  (feet)  COMP
 TM0046  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 TM0046
 TM0046  VERT ORDER  -  SECOND    CLASS 0
 TM0046
 TM0046.The horizontal coordinates were scaled from a topographic map and have
 TM0046.an estimated accuracy of +/- 6 seconds.
 TM0046
 TM0046.The orthometric height was determined by differential leveling
 TM0046.and adjusted by the National Geodetic Survey in June 1991..
 TM0046
 TM0046.The geoid height was determined by GEOID03.
 TM0046
 TM0046.The dynamic height is computed by dividing the NAVD 88
 TM0046.geopotential number by the normal gravity value computed on the
 TM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0046.degrees latitude (g = 980.6199 gals.).
 TM0046
 TM0046.The modeled gravity was interpolated from observed gravity values.
 TM0046
 TM0046;                    North         East    Units  Estimated Accuracy
 TM0046;SPC MT       -   446,040.      414,050.      MT  (+/- 180 meters Scaled)
 TM0046
 TM0046                          SUPERSEDED SURVEY CONTROL
 TM0046
 TM0046  NGVD 29 (??/??/92) 1083.069  (m)         3553.37   (f) ADJ UNCH    2 0
 TM0046
 TM0046.Superseded values are not recommended for survey control.
 TM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0046.See file dsdata.txt to determine how the superseded data were derived.
 TM0046
 TM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU253431(NAD 83)
 TM0046_MARKER: DB = BENCH MARK DISK
 TM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0046_STAMPING: F 113 1934
 TM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0046+STABILITY: SURFACE MOTION
 TM0046
 TM0046  HISTORY     - Date     Condition        Report By
 TM0046  HISTORY     - 1934     MONUMENTED       CGS
 TM0046  HISTORY     - 1967     MARK NOT FOUND   USGS
 TM0046
 TM0046                          STATION DESCRIPTION
 TM0046
 TM0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TM0046'6.5 MI SE FROM WILLIAMS.
 TM0046'6.5 MILES SOUTHEAST ALONG THE MONTANA WESTERN RAILWAY FROM WILLIAMS,
 TM0046'PONDERA COUNTY, AT MILEPOST 4, AND 45 FEET NORTH OF THE CENTERLINE OF
 TM0046'THE TRACK.  A STANDARD DISK, STAMPED F 113 1934 AND SET IN THE TOP OF
 TM0046'A CONCRETE POST.
 TM0046
 TM0046                          STATION RECOVERY (1967)
 TM0046
 TM0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TM0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0159 ***********************************************************************
 TN0159  DESIGNATION -  F 114
 TN0159  PID         -  TN0159
 TN0159  STATE/COUNTY-  MT/FLATHEAD
 TN0159  USGS QUAD   -  KILA (1994)
 TN0159
 TN0159                         *CURRENT SURVEY CONTROL
 TN0159  ___________________________________________________________________
 TN0159* NAD 83(1986)-  48 05 38.     (N)    114 30 00.     (W)     SCALED    
 TN0159* NAVD 88     -       969.439  (meters)    3180.57   (feet)  ADJUSTED  
 TN0159  ___________________________________________________________________
 TN0159  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TN0159  DYNAMIC HT  -         969.429 (meters)    3180.53  (feet)  COMP
 TN0159  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 TN0159
 TN0159  VERT ORDER  -  SECOND    CLASS 0
 TN0159
 TN0159.The horizontal coordinates were scaled from a topographic map and have
 TN0159.an estimated accuracy of +/- 6 seconds.
 TN0159
 TN0159.The orthometric height was determined by differential leveling
 TN0159.and adjusted by the National Geodetic Survey in June 1991..
 TN0159
 TN0159.The geoid height was determined by GEOID03.
 TN0159
 TN0159.The dynamic height is computed by dividing the NAVD 88
 TN0159.geopotential number by the normal gravity value computed on the
 TN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0159.degrees latitude (g = 980.6199 gals.).
 TN0159
 TN0159.The modeled gravity was interpolated from observed gravity values.
 TN0159
 TN0159;                    North         East    Units  Estimated Accuracy
 TN0159;SPC MT       -   439,010.      227,960.      MT  (+/- 180 meters Scaled)
 TN0159
 TN0159                          SUPERSEDED SURVEY CONTROL
 TN0159
 TN0159  NGVD 29 (??/??/92)  968.295  (m)         3176.81   (f) ADJ UNCH    2 0
 TN0159
 TN0159.Superseded values are not recommended for survey control.
 TN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0159.See file dsdata.txt to determine how the superseded data were derived.
 TN0159
 TN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP861297(NAD 83)
 TN0159_MARKER: DB = BENCH MARK DISK
 TN0159_SETTING: 66 = SET IN ROCK OUTCROP
 TN0159_SP_SET: ROCK CLIFF
 TN0159_STAMPING: F 114 1934
 TN0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0159+STABILITY: POSITION/ELEVATION WELL
 TN0159
 TN0159  HISTORY     - Date     Condition        Report By
 TN0159  HISTORY     - 1934     MONUMENTED       CGS
 TN0159
 TN0159                          STATION DESCRIPTION
 TN0159
 TN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TN0159'12.5 MI W FROM KALISPELL.
 TN0159'12.5 MI W OF AND ALONG US HWY 2 IN AN OUTCROPPING OF ROCK.  38 FEET S
 TN0159'OF CENTER OF HIGHWAY.  65 FEET SE OF A ROCK CLIFF (PAINTED USBM 65
 TN0159'FEET SE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0160 ***********************************************************************
 TN0160  DESIGNATION -  F 114 RESET
 TN0160  PID         -  TN0160
 TN0160  STATE/COUNTY-  MT/FLATHEAD
 TN0160  USGS QUAD   -  KILA (1994)
 TN0160
 TN0160                         *CURRENT SURVEY CONTROL
 TN0160  ___________________________________________________________________
 TN0160* NAD 83(1986)-  48 05 38.     (N)    114 29 59.     (W)     SCALED    
 TN0160* NAVD 88     -       968.679  (meters)    3178.07   (feet)  ADJUSTED  
 TN0160  ___________________________________________________________________
 TN0160  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TN0160  DYNAMIC HT  -         968.669 (meters)    3178.04  (feet)  COMP
 TN0160  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 TN0160
 TN0160  VERT ORDER  -  SECOND    CLASS 0
 TN0160
 TN0160.The horizontal coordinates were scaled from a topographic map and have
 TN0160.an estimated accuracy of +/- 6 seconds.
 TN0160
 TN0160.The orthometric height was determined by differential leveling
 TN0160.and adjusted by the National Geodetic Survey in June 1991..
 TN0160
 TN0160.The geoid height was determined by GEOID03.
 TN0160
 TN0160.The dynamic height is computed by dividing the NAVD 88
 TN0160.geopotential number by the normal gravity value computed on the
 TN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0160.degrees latitude (g = 980.6199 gals.).
 TN0160
 TN0160.The modeled gravity was interpolated from observed gravity values.
 TN0160
 TN0160;                    North         East    Units  Estimated Accuracy
 TN0160;SPC MT       -   439,010.      227,980.      MT  (+/- 180 meters Scaled)
 TN0160
 TN0160                          SUPERSEDED SURVEY CONTROL
 TN0160
 TN0160  NGVD 29 (??/??/92)  967.542  (m)         3174.34   (f) ADJ UNCH    2 0
 TN0160
 TN0160.Superseded values are not recommended for survey control.
 TN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0160.See file dsdata.txt to determine how the superseded data were derived.
 TN0160
 TN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP861297(NAD 83)
 TN0160_MARKER: DB = BENCH MARK DISK
 TN0160_SETTING: 66 = SET IN ROCK OUTCROP
 TN0160_SP_SET: ROCK LEDGE
 TN0160_STAMPING: F 114 RESET 1948
 TN0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0160+STABILITY: POSITION/ELEVATION WELL
 TN0160
 TN0160  HISTORY     - Date     Condition        Report By
 TN0160  HISTORY     - 1948     MONUMENTED       CGS
 TN0160  HISTORY     - 1952     GOOD             NGS
 TN0160  HISTORY     - 20030203 GOOD             MTDOT
 TN0160
 TN0160                          STATION DESCRIPTION
 TN0160
 TN0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0160'8.1 MI E FROM MARION.
 TN0160'0.8 MILE SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT MARION,
 TN0160'THENCE 7.3 MILES EAST ALONG U. S. HIGHWAY 2, AT THE FOOT OF A 10-FOOT
 TN0160'ROCK BLUFF, IN THE TOP OF A ROCK LEDGE PROJECTING 18-INCHES ABOVE THE
 TN0160'GROUND, 1.2 FEET NORTHWEST OF THE SOUTHEAST EDGE, 51 FEET NORTHWEST OF
 TN0160'THE CENTER LINE OF THE HIGHWAY, 2.9 FEET NORTHEAST OF THE NORTHEAST
 TN0160'FACE OF THE BLUFF, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 TN0160
 TN0160                          STATION RECOVERY (2003)
 TN0160
 TN0160'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (DMR)
 TN0160'15.25 METERS LT OF US HIGHWAY 2 MILEPOST 108.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0460 ***********************************************************************
 ST0460  DESIGNATION -  F 115
 ST0460  PID         -  ST0460
 ST0460  STATE/COUNTY-  MT/LAKE
 ST0460  USGS QUAD   -  CILLY CREEK (1994)
 ST0460
 ST0460                         *CURRENT SURVEY CONTROL
 ST0460  ___________________________________________________________________
 ST0460* NAD 83(1986)-  47 52 19.     (N)    113 49 11.     (W)     SCALED    
 ST0460* NAVD 88     -       974.005  (meters)    3195.55   (feet)  ADJUSTED  
 ST0460  ___________________________________________________________________
 ST0460  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 ST0460  DYNAMIC HT  -         973.936 (meters)    3195.32  (feet)  COMP
 ST0460  MODELED GRAV-     980,508.8   (mgal)                       NAVD 88
 ST0460
 ST0460  VERT ORDER  -  SECOND    CLASS 0
 ST0460
 ST0460.The horizontal coordinates were scaled from a topographic map and have
 ST0460.an estimated accuracy of +/- 6 seconds.
 ST0460
 ST0460.The orthometric height was determined by differential leveling
 ST0460.and adjusted by the National Geodetic Survey in June 1991..
 ST0460
 ST0460.The geoid height was determined by GEOID03.
 ST0460
 ST0460.The dynamic height is computed by dividing the NAVD 88
 ST0460.geopotential number by the normal gravity value computed on the
 ST0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0460.degrees latitude (g = 980.6199 gals.).
 ST0460
 ST0460.The modeled gravity was interpolated from observed gravity values.
 ST0460
 ST0460;                    North         East    Units  Estimated Accuracy
 ST0460;SPC MT       -   411,370.      277,170.      MT  (+/- 180 meters Scaled)
 ST0460
 ST0460                          SUPERSEDED SURVEY CONTROL
 ST0460
 ST0460  NGVD 29 (??/??/92)  972.868  (m)         3191.82   (f) ADJ UNCH    2 0
 ST0460
 ST0460.Superseded values are not recommended for survey control.
 ST0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0460.See file dsdata.txt to determine how the superseded data were derived.
 ST0460
 ST0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU891059(NAD 83)
 ST0460_MARKER: DB = BENCH MARK DISK
 ST0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0460_STAMPING: F 115 1934
 ST0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0460+STABILITY: SURFACE MOTION
 ST0460
 ST0460  HISTORY     - Date     Condition        Report By
 ST0460  HISTORY     - 1934     MONUMENTED       CGS
 ST0460  HISTORY     - 1965     GOOD             USGS
 ST0460
 ST0460                          STATION DESCRIPTION
 ST0460
 ST0460'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0460'3.65 MI S FROM SWAN LAKE.
 ST0460'SWAN LAKE P.O., 3.65 MI. SOUTH ON STATE HWY.  209 TO T-RD EAST (0.2
 ST0460'MI. SOUTH OF LOST CREEK BRIDGE), 0.8 MI. EAST TO FORK, LEFT FORT
 ST0460'(NORTH) 0.15 MI. CROSS LOST CREEK, 0.3 MI. NORTH FORK OF LOST CREEK,
 ST0460'70 FEET SW. OF SW. COR. OF BRIDGE, 32 FEET WEST OF CENTERLINE OF ROAD,
 ST0460'IN A CONCRETE POST.  STANDARD DISK STAMPED F 115 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0084 ***********************************************************************
 QY0084  DESIGNATION -  F 117
 QY0084  PID         -  QY0084
 QY0084  STATE/COUNTY-  MT/MADISON
 QY0084  USGS QUAD   -  ALDER (1963)
 QY0084
 QY0084                         *CURRENT SURVEY CONTROL
 QY0084  ___________________________________________________________________
 QY0084* NAD 83(1986)-  45 21 16.     (N)    112 07 11.     (W)     SCALED    
 QY0084* NAVD 88     -      1541.551  (meters)    5057.57   (feet)  ADJUSTED  
 QY0084  ___________________________________________________________________
 QY0084  GEOID HEIGHT-         -10.59  (meters)                     GEOID03
 QY0084  DYNAMIC HT  -        1540.941 (meters)    5055.57  (feet)  COMP
 QY0084  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 QY0084
 QY0084  VERT ORDER  -  SECOND    CLASS 0
 QY0084
 QY0084.The horizontal coordinates were scaled from a topographic map and have
 QY0084.an estimated accuracy of +/- 6 seconds.
 QY0084
 QY0084.The orthometric height was determined by differential leveling
 QY0084.and adjusted by the National Geodetic Survey in June 1991..
 QY0084
 QY0084.The geoid height was determined by GEOID03.
 QY0084
 QY0084.The dynamic height is computed by dividing the NAVD 88
 QY0084.geopotential number by the normal gravity value computed on the
 QY0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0084.degrees latitude (g = 980.6199 gals.).
 QY0084
 QY0084.The modeled gravity was interpolated from observed gravity values.
 QY0084
 QY0084;                    North         East    Units  Estimated Accuracy
 QY0084;SPC MT       -   126,180.      394,800.      MT  (+/- 180 meters Scaled)
 QY0084
 QY0084                          SUPERSEDED SURVEY CONTROL
 QY0084
 QY0084  NGVD 29 (??/??/92) 1540.395  (m)         5053.78   (f) ADJ UNCH    2 0
 QY0084
 QY0084.Superseded values are not recommended for survey control.
 QY0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0084.See file dsdata.txt to determine how the superseded data were derived.
 QY0084
 QY0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR122229(NAD 83)
 QY0084_MARKER: DB = BENCH MARK DISK
 QY0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0084_STAMPING: F 117 1934
 QY0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0084+STABILITY: SURFACE MOTION
 QY0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QY0084+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 QY0084
 QY0084  HISTORY     - Date     Condition        Report By
 QY0084  HISTORY     - 1934     MONUMENTED       CGS
 QY0084  HISTORY     - 1934     GOOD             NGS
 QY0084  HISTORY     - 20040128 GOOD             MTDOT
 QY0084
 QY0084                          STATION DESCRIPTION
 QY0084
 QY0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0084'IN LAURIN.
 QY0084'AT LAURIN, ALONG THE NORTHERN PACIFIC RAILWAY, 53 FEET SOUTH OF THE
 QY0084'NORTHEAST CORNER OF THE SCHOOL FENCE, 48 FEET WEST OF THE CENTERLINE
 QY0084'OF THE MAIN TRACK, AND 2 FEET EAST OF THE SCHOOLYARD FENCE.  A
 QY0084'STANDARD DISK, STAMPED F 117 1934 AND SET IN THE TOP OF A CONCRETE
 QY0084'POST.
 QY0084
 QY0084                          STATION RECOVERY (2004)
 QY0084
 QY0084'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (WDW)
 QY0084'RECOVERED AS DESCRIBED.  PLACED A MONTANA DEPARTMENT OF TRANSPORTATION
 QY0084'WITNESS POST 1 FOOT TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0059 ***********************************************************************
 PZ0059  DESIGNATION -  F 118
 PZ0059  PID         -  PZ0059
 PZ0059  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0059  USGS QUAD   -  ANTELOPE PEAK (1968)
 PZ0059
 PZ0059                         *CURRENT SURVEY CONTROL
 PZ0059  ___________________________________________________________________
 PZ0059* NAD 83(1986)-  44 44 45.     (N)    112 01 10.     (W)     SCALED    
 PZ0059* NAVD 88     -      2146.541  (meters)    7042.44   (feet)  ADJUSTED  
 PZ0059  ___________________________________________________________________
 PZ0059  GEOID HEIGHT-          -9.22  (meters)                     GEOID03
 PZ0059  DYNAMIC HT  -        2145.340 (meters)    7038.50  (feet)  COMP
 PZ0059  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 PZ0059
 PZ0059  VERT ORDER  -  SECOND    CLASS 0
 PZ0059
 PZ0059.The horizontal coordinates were scaled from a topographic map and have
 PZ0059.an estimated accuracy of +/- 6 seconds.
 PZ0059
 PZ0059.The orthometric height was determined by differential leveling
 PZ0059.and adjusted by the National Geodetic Survey in June 1991..
 PZ0059
 PZ0059.The geoid height was determined by GEOID03.
 PZ0059
 PZ0059.The dynamic height is computed by dividing the NAVD 88
 PZ0059.geopotential number by the normal gravity value computed on the
 PZ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0059.degrees latitude (g = 980.6199 gals.).
 PZ0059
 PZ0059.The modeled gravity was interpolated from observed gravity values.
 PZ0059
 PZ0059;                    North         East    Units  Estimated Accuracy
 PZ0059;SPC MT       -    58,330.      400,480.      MT  (+/- 180 meters Scaled)
 PZ0059
 PZ0059                          SUPERSEDED SURVEY CONTROL
 PZ0059
 PZ0059  NGVD 29 (??/??/92) 2145.158  (m)         7037.91   (f) ADJ UNCH    2 0
 PZ0059
 PZ0059.Superseded values are not recommended for survey control.
 PZ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0059.See file dsdata.txt to determine how the superseded data were derived.
 PZ0059
 PZ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ192552(NAD 83)
 PZ0059_MARKER: DB = BENCH MARK DISK
 PZ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0059_STAMPING: F 118 1934
 PZ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0059+STABILITY: SURFACE MOTION
 PZ0059
 PZ0059  HISTORY     - Date     Condition        Report By
 PZ0059  HISTORY     - 1934     MONUMENTED       CGS
 PZ0059  HISTORY     - 1964     GOOD             NGS
 PZ0059
 PZ0059                          STATION DESCRIPTION
 PZ0059
 PZ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0059'27.1 MI NW FROM LAKEVIEW.
 PZ0059'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PZ0059'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PZ0059'DIRT ROAD, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 8.5
 PZ0059'MILES NORTH ALONG A GRADED DIRT ROAD, ABOUT 0.6 MILE NORTH OF THE
 PZ0059'SOUTH ENTRANCE TO THE BEAVERHEAD NATIONAL FOREST, AT THE SOUTHWEST END
 PZ0059'AND ON THE OUTSIDE OF A CURVE IN THE ROAD, 36 FEET SOUTHEAST OF THE
 PZ0059'CENTER LINE OF THE ROAD, 30 FEET NORTHWEST OF A FENCE, ABOUT 1 FOOT
 PZ0059'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PZ0059'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0287 ***********************************************************************
 TL0287  DESIGNATION -  F 12
 TL0287  PID         -  TL0287
 TL0287  STATE/COUNTY-  MT/TOOLE
 TL0287  USGS QUAD   -  SUNBURST (1986)
 TL0287
 TL0287                         *CURRENT SURVEY CONTROL
 TL0287  ___________________________________________________________________
 TL0287* NAD 83(1986)-  48 54 23.     (N)    111 54 51.     (W)     SCALED    
 TL0287* NAVD 88     -      1021.432  (meters)    3351.15   (feet)  ADJUSTED  
 TL0287  ___________________________________________________________________
 TL0287  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 TL0287  DYNAMIC HT  -        1021.538 (meters)    3351.50  (feet)  COMP
 TL0287  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 TL0287
 TL0287  VERT ORDER  -  FIRST     CLASS II
 TL0287
 TL0287.The horizontal coordinates were scaled from a topographic map and have
 TL0287.an estimated accuracy of +/- 6 seconds.
 TL0287
 TL0287.The orthometric height was determined by differential leveling
 TL0287.and adjusted by the National Geodetic Survey in June 1991..
 TL0287
 TL0287.The geoid height was determined by GEOID03.
 TL0287
 TL0287.The dynamic height is computed by dividing the NAVD 88
 TL0287.geopotential number by the normal gravity value computed on the
 TL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0287.degrees latitude (g = 980.6199 gals.).
 TL0287
 TL0287.The modeled gravity was interpolated from observed gravity values.
 TL0287
 TL0287;                    North         East    Units  Estimated Accuracy
 TL0287;SPC MT       -   520,190.      423,060.      MT  (+/- 180 meters Scaled)
 TL0287
 TL0287                          SUPERSEDED SURVEY CONTROL
 TL0287
 TL0287  NGVD 29 (??/??/92) 1020.475  (m)         3348.01   (f) ADJ UNCH    1 2
 TL0287
 TL0287.Superseded values are not recommended for survey control.
 TL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0287.See file dsdata.txt to determine how the superseded data were derived.
 TL0287
 TL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV330174(NAD 83)
 TL0287_MARKER: P = PIPE CAP
 TL0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0287_STAMPING: 3348.008
 TL0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0287
 TL0287  HISTORY     - Date     Condition        Report By
 TL0287  HISTORY     - UNK      MONUMENTED       CGS
 TL0287  HISTORY     - 1964     GOOD             NGS
 TL0287  HISTORY     - 1978     GOOD             NGS
 TL0287
 TL0287                          STATION DESCRIPTION
 TL0287
 TL0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TL0287'1.6 MI N FROM SUNBURST.
 TL0287'ABOUT 1.6 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM SUNBURST,
 TL0287'TOOLE COUNTY, AT MILEPOST 132, AT A CUT AND A CURVE TO THE EAST, ON
 TL0287'THE NORTH SIDE OF A SMALL HILL, ABOUT 50 FEET WEST OF THE TRACK, AND
 TL0287'IN LINE WITH A ROW OF POLES.  A STANDARD CAP, STAMPED 3348.008 AND
 TL0287'FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TL0287
 TL0287                          STATION RECOVERY (1978)
 TL0287
 TL0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TL0287'6.8 MILES SOUTH ALONG INTERSTATE 15 FROM THE UNITED STATES-CANADA
 TL0287'BORDER IN SWEETGRASS, 0.1 MILE EAST OF THE NORTH BOUND LANE ON THE
 TL0287'GREAT NORTHERN RAILROAD.  AT RAILROAD MILE POST 132, AT THE NORTH END
 TL0287'OF A CUT AND A CURVE TO THE EAST, IN LINE WITH A ROW OF POWER LINE
 TL0287'POLES, 42.8 FEET WEST OF THE WEST RAIL OF THE TRACKS, AND 5.8 FEET
 TL0287'NORTH OF MILE POST 132.  DISK IS FASTENED TO THE TOP OF A 3 1/2
 TL0287'INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 TL0287'THE MARK IS 3 FT BELOW THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0370 ***********************************************************************
 RU0370  DESIGNATION -  F 120
 RU0370  PID         -  RU0370
 RU0370  STATE/COUNTY-  MT/YELLOWSTONE
 RU0370  USGS QUAD   -  CUSTER (1980)
 RU0370
 RU0370                         *CURRENT SURVEY CONTROL
 RU0370  ___________________________________________________________________
 RU0370* NAD 83(1986)-  46 11 38.     (N)    107 36 10.     (W)     SCALED    
 RU0370* NAVD 88     -      1009.046  (meters)    3310.51   (feet)  POSTED    
 RU0370  ___________________________________________________________________
 RU0370  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 RU0370  DYNAMIC HT  -        1008.900 (meters)    3310.03  (feet)  COMP
 RU0370  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 RU0370
 RU0370  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RU0370
 RU0370.The horizontal coordinates were scaled from a topographic map and have
 RU0370.an estimated accuracy of +/- 6 seconds.
 RU0370
 RU0370.The orthometric height was determined by differential leveling
 RU0370.and adjusted by the National Geodetic Survey in 1992..
 RU0370.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RU0370.rate of 0.0 thru 1.0 mm/km.
 RU0370
 RU0370.The geoid height was determined by GEOID03.
 RU0370
 RU0370.The dynamic height is computed by dividing the NAVD 88
 RU0370.geopotential number by the normal gravity value computed on the
 RU0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0370.degrees latitude (g = 980.6199 gals.).
 RU0370
 RU0370.The modeled gravity was interpolated from observed gravity values.
 RU0370
 RU0370;                    North         East    Units  Estimated Accuracy
 RU0370;SPC MT       -   217,790.      746,360.      MT  (+/- 180 meters Scaled)
 RU0370
 RU0370                          SUPERSEDED SURVEY CONTROL
 RU0370
 RU0370  NGVD 29 (??/??/92) 1008.384  (m)         3308.34   (f) ADJ UNCH    2 0
 RU0370
 RU0370.Superseded values are not recommended for survey control.
 RU0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0370.See file dsdata.txt to determine how the superseded data were derived.
 RU0370
 RU0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM991188(NAD 83)
 RU0370_MARKER: DB = BENCH MARK DISK
 RU0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0370_STAMPING: F 120 1934
 RU0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0370+STABILITY: SURFACE MOTION
 RU0370
 RU0370  HISTORY     - Date     Condition        Report By
 RU0370  HISTORY     - 1934     MONUMENTED       CGS
 RU0370  HISTORY     - 1981     MARK NOT FOUND   NGS
 RU0370
 RU0370                          STATION DESCRIPTION
 RU0370
 RU0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0370'6.0 MI N FROM CUSTER.
 RU0370'6.0 MILES NORTH ALONG THE ROAD TO MELSTONE FROM CUSTER, YELLOWSTONE
 RU0370'COUNTY, 70 YARDS SOUTH OF A CLUMP OF PINE TREES, 27 FEET NORTH OF THE
 RU0370'CENTERLINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 RU0370
 RU0370                          STATION RECOVERY (1981)
 RU0370
 RU0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0388 ***********************************************************************
 RU0388  DESIGNATION -  F 121
 RU0388  PID         -  RU0388
 RU0388  STATE/COUNTY-  MT/ROSEBUD
 RU0388  USGS QUAD   -  SUMATRA (1978)
 RU0388
 RU0388                         *CURRENT SURVEY CONTROL
 RU0388  ___________________________________________________________________
 RU0388* NAD 83(1986)-  46 36 55.     (N)    107 33 10.     (W)     SCALED    
 RU0388* NAVD 88     -       970.973  (meters)    3185.60   (feet)  ADJUSTED  
 RU0388  ___________________________________________________________________
 RU0388  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 RU0388  DYNAMIC HT  -         970.886 (meters)    3185.32  (feet)  COMP
 RU0388  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 RU0388
 RU0388  VERT ORDER  -  SECOND    CLASS 0
 RU0388
 RU0388.The horizontal coordinates were scaled from a topographic map and have
 RU0388.an estimated accuracy of +/- 6 seconds.
 RU0388
 RU0388.The orthometric height was determined by differential leveling
 RU0388.and adjusted by the National Geodetic Survey in June 1991..
 RU0388
 RU0388.The geoid height was determined by GEOID03.
 RU0388
 RU0388.The dynamic height is computed by dividing the NAVD 88
 RU0388.geopotential number by the normal gravity value computed on the
 RU0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0388.degrees latitude (g = 980.6199 gals.).
 RU0388
 RU0388.The modeled gravity was interpolated from observed gravity values.
 RU0388
 RU0388;                    North         East    Units  Estimated Accuracy
 RU0388;SPC MT       -   264,690.      749,060.      MT  (+/- 180 meters Scaled)
 RU0388
 RU0388                          SUPERSEDED SURVEY CONTROL
 RU0388
 RU0388  NGVD 29 (??/??/92)  970.285  (m)         3183.34   (f) ADJ UNCH    2 0
 RU0388
 RU0388.Superseded values are not recommended for survey control.
 RU0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0388.See file dsdata.txt to determine how the superseded data were derived.
 RU0388
 RU0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM045655(NAD 83)
 RU0388_MARKER: DB = BENCH MARK DISK
 RU0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0388_STAMPING: F 121 1934
 RU0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0388+STABILITY: SURFACE MOTION
 RU0388
 RU0388  HISTORY     - Date     Condition        Report By
 RU0388  HISTORY     - 1934     MONUMENTED       USGS
 RU0388  HISTORY     - 1962     GOOD             NGS
 RU0388
 RU0388                          STATION DESCRIPTION
 RU0388
 RU0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RU0388'IN SUMATRA.
 RU0388'AT SUMATRA, ROSEBUD COUNTY, 120 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 RU0388'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 50
 RU0388'FEET EAST OF A NORTH-SOUTH COUNTY ROAD, 1200 FEET SOUTH OF JUNCTION OF
 RU0388'U.S. HIGHWAY 12 AND COUNTY ROAD AND 54 FEET SOUTH OF CENTERLINE OF
 RU0388'MAIN TRACK.  A STANDARD DISK STAMPED F 121 1934 AND SET IN THE TOP OF
 RU0388'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0008 ***********************************************************************
 RV0008  DESIGNATION -  F 122
 RV0008  PID         -  RV0008
 RV0008  STATE/COUNTY-  MT/MUSSELSHELL
 RV0008  USGS QUAD   -  MUSSELSHELL NW (1963)
 RV0008
 RV0008                         *CURRENT SURVEY CONTROL
 RV0008  ___________________________________________________________________
 RV0008* NAD 83(1986)-  46 43 28.     (N)    108 10 07.     (W)     SCALED    
 RV0008* NAVD 88     -       934.893  (meters)    3067.23   (feet)  ADJUSTED  
 RV0008  ___________________________________________________________________
 RV0008  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 RV0008  DYNAMIC HT  -         934.801 (meters)    3066.93  (feet)  COMP
 RV0008  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 RV0008
 RV0008  VERT ORDER  -  SECOND    CLASS 0
 RV0008
 RV0008.The horizontal coordinates were scaled from a topographic map and have
 RV0008.an estimated accuracy of +/- 6 seconds.
 RV0008
 RV0008.The orthometric height was determined by differential leveling
 RV0008.and adjusted by the National Geodetic Survey in June 1991..
 RV0008
 RV0008.The geoid height was determined by GEOID03.
 RV0008
 RV0008.The dynamic height is computed by dividing the NAVD 88
 RV0008.geopotential number by the normal gravity value computed on the
 RV0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0008.degrees latitude (g = 980.6199 gals.).
 RV0008
 RV0008.The modeled gravity was interpolated from observed gravity values.
 RV0008
 RV0008;                    North         East    Units  Estimated Accuracy
 RV0008;SPC MT       -   275,830.      701,710.      MT  (+/- 180 meters Scaled)
 RV0008
 RV0008                          SUPERSEDED SURVEY CONTROL
 RV0008
 RV0008  NGVD 29 (??/??/92)  934.173  (m)         3064.87   (f) ADJ UNCH    2 0
 RV0008
 RV0008.Superseded values are not recommended for survey control.
 RV0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0008.See file dsdata.txt to determine how the superseded data were derived.
 RV0008
 RV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS163784(NAD 83)
 RV0008_MARKER: DB = BENCH MARK DISK
 RV0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0008_STAMPING: F 122 1934
 RV0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0008+STABILITY: SURFACE MOTION
 RV0008
 RV0008  HISTORY     - Date     Condition        Report By
 RV0008  HISTORY     - 1934     MONUMENTED       CGS
 RV0008  HISTORY     - 1963     GOOD             USGS
 RV0008
 RV0008                          STATION DESCRIPTION
 RV0008
 RV0008'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RV0008'2.9 MI S FROM KELLEY.
 RV0008'ABOUT 15.8 MI. N. ALONG THE WINNETT RD FROM THE R.R. STA. AT
 RV0008'MUSSELSHELL, MUSSELSHELL CO.  110 FT. E. OF A EARTH DAM, 300 FT. N. OF
 RV0008'A RD. JCT. AND 79 FT. E. OF THE MAIN RD.  A STD. TABLET SET IN THE TOP
 RV0008'OF A CONCRETE POST 1.6 FT. LOWER THAN THE CTR LINE OF THE RD. AND
 RV0008'STAMPED-- F 122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0264 ***********************************************************************
 RV0264  DESIGNATION -  F 123
 RV0264  PID         -  RV0264
 RV0264  STATE/COUNTY-  MT/SWEET GRASS
 RV0264  USGS QUAD   -  MELVILLE NW (1985)
 RV0264
 RV0264                         *CURRENT SURVEY CONTROL
 RV0264  ___________________________________________________________________
 RV0264* NAD 83(1986)-  46 11 48.     (N)    109 53 00.     (W)     SCALED    
 RV0264* NAVD 88     -      1499.492  (meters)    4919.58   (feet)  ADJUSTED  
 RV0264  ___________________________________________________________________
 RV0264  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 RV0264  DYNAMIC HT  -        1499.081 (meters)    4918.23  (feet)  COMP
 RV0264  MODELED GRAV-     980,287.9   (mgal)                       NAVD 88
 RV0264
 RV0264  VERT ORDER  -  SECOND    CLASS 0
 RV0264
 RV0264.The horizontal coordinates were scaled from a topographic map and have
 RV0264.an estimated accuracy of +/- 6 seconds.
 RV0264
 RV0264.The orthometric height was determined by differential leveling
 RV0264.and adjusted by the National Geodetic Survey in June 1991..
 RV0264
 RV0264.The geoid height was determined by GEOID03.
 RV0264
 RV0264.The dynamic height is computed by dividing the NAVD 88
 RV0264.geopotential number by the normal gravity value computed on the
 RV0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0264.degrees latitude (g = 980.6199 gals.).
 RV0264
 RV0264.The modeled gravity was interpolated from observed gravity values.
 RV0264
 RV0264;                    North         East    Units  Estimated Accuracy
 RV0264;SPC MT       -   216,400.      570,430.      MT  (+/- 180 meters Scaled)
 RV0264
 RV0264                          SUPERSEDED SURVEY CONTROL
 RV0264
 RV0264  NGVD 29 (??/??/92) 1498.467  (m)         4916.22   (f) ADJ UNCH    2 0
 RV0264
 RV0264.Superseded values are not recommended for survey control.
 RV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0264.See file dsdata.txt to determine how the superseded data were derived.
 RV0264
 RV0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS861165(NAD 83)
 RV0264_MARKER: DB = BENCH MARK DISK
 RV0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0264_STAMPING: F 123 1934
 RV0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0264+STABILITY: SURFACE MOTION
 RV0264
 RV0264  HISTORY     - Date     Condition        Report By
 RV0264  HISTORY     - 1934     MONUMENTED       CGS
 RV0264  HISTORY     - 1979     GOOD             USGS
 RV0264
 RV0264                          STATION DESCRIPTION
 RV0264
 RV0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0264'9.8 MI NE FROM MELVILLE.
 RV0264'9.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM MELVILLE, SWEETGRASS
 RV0264'COUNTY, 0.1 MILE NORTH OF THE INTERSECTION OF AN EAST-AND-WEST FENCE
 RV0264'AND THE WEST RIGHT-OF-WAY FENCE, 35 FEET EAST OF THE CENTERLINE OF THE
 RV0264'HIGHWAY, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RV0264'STAMPED F 123 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RV0264
 RV0264                          STATION RECOVERY (1979)
 RV0264
 RV0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 RV0264'6.7 MILES NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE MELVILLE, SWEET
 RV0264'GRASS COUNTY, POST OFFICE, THENCE 0.8 MILE EAST CROSS COUNTY, AT
 RV0264'ABOUT THE CENTER OF THE WEST SIDE OF SECTION 8, T 5 N, R 15 E, ALONG
 RV0264'THE OLD RIGHT-OF-WAY OF STATE HIGHWAY 19, 602 FEET NORTH OF THE NORTH
 RV0264'EDGE OF A WASHED-OUT BRIDGE, ABOUT 31 FEET EAST OF THE CENTERLINE OF
 RV0264'THE OLD ROAD, ABOUT 3 YARDS EAST OF THE TOP OF DIRT MOUND ALONG THE
 RV0264'EAST RIGHT-OF-WAY. A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 RV0264'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0076 ***********************************************************************
 QW0076  DESIGNATION -  F 124
 QW0076  PID         -  QW0076
 QW0076  STATE/COUNTY-  MT/YELLOWSTONE
 QW0076  USGS QUAD   -  RATTLESNAKE BUTTE (1975)
 QW0076
 QW0076                         *CURRENT SURVEY CONTROL
 QW0076  ___________________________________________________________________
 QW0076* NAD 83(1986)-  45 56 55.     (N)    108 28 02.     (W)     SCALED    
 QW0076* NAVD 88     -      1014.669  (meters)    3328.96   (feet)  ADJUSTED  
 QW0076  ___________________________________________________________________
 QW0076  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 QW0076  DYNAMIC HT  -        1014.480 (meters)    3328.34  (feet)  COMP
 QW0076  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 QW0076
 QW0076  VERT ORDER  -  SECOND    CLASS 0
 QW0076
 QW0076.The horizontal coordinates were scaled from a topographic map and have
 QW0076.an estimated accuracy of +/- 6 seconds.
 QW0076
 QW0076.The orthometric height was determined by differential leveling
 QW0076.and adjusted by the National Geodetic Survey in June 1991..
 QW0076
 QW0076.The geoid height was determined by GEOID03.
 QW0076
 QW0076.The dynamic height is computed by dividing the NAVD 88
 QW0076.geopotential number by the normal gravity value computed on the
 QW0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0076.degrees latitude (g = 980.6199 gals.).
 QW0076
 QW0076.The modeled gravity was interpolated from observed gravity values.
 QW0076
 QW0076;                    North         East    Units  Estimated Accuracy
 QW0076;SPC MT       -   189,300.      680,040.      MT  (+/- 180 meters Scaled)
 QW0076
 QW0076                          SUPERSEDED SURVEY CONTROL
 QW0076
 QW0076  NGVD 29 (??/??/92) 1013.909  (m)         3326.47   (f) ADJ UNCH    2 0
 QW0076
 QW0076.Superseded values are not recommended for survey control.
 QW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0076.See file dsdata.txt to determine how the superseded data were derived.
 QW0076
 QW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR962914(NAD 83)
 QW0076_MARKER: DB = BENCH MARK DISK
 QW0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0076_STAMPING: F 124 1934
 QW0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0076+STABILITY: SURFACE MOTION
 QW0076
 QW0076  HISTORY     - Date     Condition        Report By
 QW0076  HISTORY     - 1934     MONUMENTED       CGS
 QW0076  HISTORY     - 1944     GOOD             NGS
 QW0076
 QW0076                          STATION DESCRIPTION
 QW0076
 QW0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QW0076'12.4 MI N FROM BILLINGS.
 QW0076'12.4 MILES NORTH ALONG U.S. HIGHWAY 87 FROM BILLINGS, YELLOWSTONE
 QW0076'COUNTY, NEAR THE SUMMIT OF A SMALL RISE, 32 FEET EAST OF THE
 QW0076'CENTERLINE OF THE HIGHWAY, AND 24 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 QW0076'A STANDARD DISK, STAMPED F 124 1934 AND SET IN THE TOP OF A CONCRETE
 QW0076'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0116 ***********************************************************************
 RV0116  DESIGNATION -  F 125
 RV0116  PID         -  RV0116
 RV0116  STATE/COUNTY-  MT/MUSSELSHELL
 RV0116  USGS QUAD   -  LAKE MASON NE (1986)
 RV0116
 RV0116                         *CURRENT SURVEY CONTROL
 RV0116  ___________________________________________________________________
 RV0116* NAD 83(1986)-  46 39 50.     (N)    108 36 00.     (W)     SCALED    
 RV0116* NAVD 88     -      1143.675  (meters)    3752.21   (feet)  ADJUSTED  
 RV0116  ___________________________________________________________________
 RV0116  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RV0116  DYNAMIC HT  -        1143.537 (meters)    3751.75  (feet)  COMP
 RV0116  MODELED GRAV-     980,452.9   (mgal)                       NAVD 88
 RV0116
 RV0116  VERT ORDER  -  SECOND    CLASS 0
 RV0116
 RV0116.The horizontal coordinates were scaled from a topographic map and have
 RV0116.an estimated accuracy of +/- 6 seconds.
 RV0116
 RV0116.The orthometric height was determined by differential leveling
 RV0116.and adjusted by the National Geodetic Survey in June 1991..
 RV0116
 RV0116.The geoid height was determined by GEOID03.
 RV0116
 RV0116.The dynamic height is computed by dividing the NAVD 88
 RV0116.geopotential number by the normal gravity value computed on the
 RV0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0116.degrees latitude (g = 980.6199 gals.).
 RV0116
 RV0116.The modeled gravity was interpolated from observed gravity values.
 RV0116
 RV0116;                    North         East    Units  Estimated Accuracy
 RV0116;SPC MT       -   268,630.      668,840.      MT  (+/- 180 meters Scaled)
 RV0116
 RV0116                          SUPERSEDED SURVEY CONTROL
 RV0116
 RV0116  NGVD 29 (??/??/92) 1142.902  (m)         3749.67   (f) ADJ UNCH    2 0
 RV0116
 RV0116.Superseded values are not recommended for survey control.
 RV0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0116.See file dsdata.txt to determine how the superseded data were derived.
 RV0116
 RV0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS835706(NAD 83)
 RV0116_MARKER: DB = BENCH MARK DISK
 RV0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0116_STAMPING: F 125 1934
 RV0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0116+STABILITY: SURFACE MOTION
 RV0116
 RV0116  HISTORY     - Date     Condition        Report By
 RV0116  HISTORY     - 1934     MONUMENTED       CGS
 RV0116  HISTORY     - 1978     GOOD             USGS
 RV0116
 RV0116                          STATION DESCRIPTION
 RV0116
 RV0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0116'15.9 MI N FROM ROUNDUP.
 RV0116'15.9 MILES NORTH ALONG U.S. HIGHWAY 87 FROM ROUNDUP, MUSSELSHELL
 RV0116'COUNTY, 0.1 MILE NORTH OF THE BOTTOM OF A STEEP GRADE, IN FLAT OPEN
 RV0116'COUNTRY, AND 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 RV0116'STANDARD DISK, STAMPED F 125 1934 AND SET IN THE TOP OF A CONCRETE
 RV0116'POST.
 RV0116
 RV0116                          STATION RECOVERY (1978)
 RV0116
 RV0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0116'11.9 MILES NORTH ALONG U.S. HIGHWAY 87 FROM COURTHOUSE IN ROUNDUP,
 RV0116'MUSSELSHELL COUNTY TO GRAVEL ROAD LEADING NORTHWEST JUST BEFORE GOING
 RV0116'DOWN A STEEP HILL. CONTINUE ON HIGHWAY 3.1 MILES TO BRIDGE. CONTINUE
 RV0116'1.3 MILES TO CATTLEGUARD AT TRACK ROAD ON RIGHT. BENCH MARK IS 92
 RV0116'FEET NORTH OF CATTLEGUARD. 41 FEET EAST OF THE CENTERLINE OF HIGHWAY.
 RV0116'A STANDARD DISK STAMPED F-125 AND SET IN THE TOP OF A CONCRETE POST,
 RV0116'PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9616 ***********************************************************************
 AI9616  DESIGNATION -  F 125 RESET
 AI9616  PID         -  AI9616
 AI9616  STATE/COUNTY-  MT/MUSSELSHELL
 AI9616  USGS QUAD   -  LAKE MASON NE (1986)
 AI9616
 AI9616                         *CURRENT SURVEY CONTROL
 AI9616  ___________________________________________________________________
 AI9616* NAD 83(1986)-  46 39 50.     (N)    108 36 00.     (W)     SCALED    
 AI9616* NAVD 88     -      1142.32   (meters)    3747.8    (feet)  RESET     
 AI9616  ___________________________________________________________________
 AI9616  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 AI9616
 AI9616  VERT ORDER  -  THIRD
 AI9616
 AI9616.The horizontal coordinates were scaled from a topographic map and have
 AI9616.an estimated accuracy of +/- 6 seconds.
 AI9616
 AI9616.The orthometric height was computed from unverified reset data.
 AI9616.No vertical observational check was made to the station.
 AI9616
 AI9616.The geoid height was determined by GEOID03.
 AI9616
 AI9616;                    North         East    Units  Estimated Accuracy
 AI9616;SPC MT       -   268,630.      668,840.      MT  (+/- 180 meters Scaled)
 AI9616
 AI9616                          SUPERSEDED SURVEY CONTROL
 AI9616
 AI9616.No superseded survey control is available for this station.
 AI9616
 AI9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS835706(NAD 83)
 AI9616_MARKER: DV = VERTICAL CONTROL DISK
 AI9616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9616_STAMPING: F 125 RESET 1999
 AI9616_MARK LOGO: NGS   
 AI9616_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9616+STABILITY: SURFACE MOTION
 AI9616
 AI9616  HISTORY     - Date     Condition        Report By
 AI9616  HISTORY     - 1999     MONUMENTED       MTDOT
 AI9616
 AI9616                          STATION DESCRIPTION
 AI9616
 AI9616'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1999
 AI9616'25.75 KM (16.00 MI) NORTH ALONG US HIGHWAY 87 FROM ROUNDUP,
 AI9616'MUSSELSHELL COUNTY COURTHOUSE, 34.5 M (113.2 FT) EAST OF THE
 AI9616'CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF THE FENCE AND 30 M
 AI9616'(98.4 FT) NORTH OF THE CATTLEGUARD.  A STANDARD DISK SET IN A CONCRETE
 AI9616'POST, 10 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0412 ***********************************************************************
 RV0412  DESIGNATION -  F 126
 RV0412  PID         -  RV0412
 RV0412  STATE/COUNTY-  MT/WHEATLAND
 RV0412  USGS QUAD   -  JUDITH GAP (1995)
 RV0412
 RV0412                         *CURRENT SURVEY CONTROL
 RV0412  ___________________________________________________________________
 RV0412* NAD 83(1986)-  46 39 44.     (N)    109 50 05.     (W)     SCALED    
 RV0412* NAVD 88     -      1463.884  (meters)    4802.76   (feet)  ADJUSTED  
 RV0412  ___________________________________________________________________
 RV0412  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 RV0412  DYNAMIC HT  -        1463.562 (meters)    4801.70  (feet)  COMP
 RV0412  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 RV0412
 RV0412  VERT ORDER  -  SECOND    CLASS 0
 RV0412
 RV0412.The horizontal coordinates were scaled from a topographic map and have
 RV0412.an estimated accuracy of +/- 6 seconds.
 RV0412
 RV0412.The orthometric height was determined by differential leveling
 RV0412.and adjusted by the National Geodetic Survey in June 1991..
 RV0412
 RV0412.The geoid height was determined by GEOID03.
 RV0412
 RV0412.The dynamic height is computed by dividing the NAVD 88
 RV0412.geopotential number by the normal gravity value computed on the
 RV0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0412.degrees latitude (g = 980.6199 gals.).
 RV0412
 RV0412.The modeled gravity was interpolated from observed gravity values.
 RV0412
 RV0412;                    North         East    Units  Estimated Accuracy
 RV0412;SPC MT       -   268,110.      574,400.      MT  (+/- 180 meters Scaled)
 RV0412
 RV0412                          SUPERSEDED SURVEY CONTROL
 RV0412
 RV0412  NGVD 29 (??/??/92) 1462.89   (m)         4799.5    (f) COMPUTED    2 0
 RV0412
 RV0412.Superseded values are not recommended for survey control.
 RV0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0412.See file dsdata.txt to determine how the superseded data were derived.
 RV0412
 RV0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS891682(NAD 83)
 RV0412_MARKER: DB = BENCH MARK DISK
 RV0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0412_STAMPING: F 126 1934
 RV0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0412+STABILITY: SURFACE MOTION
 RV0412
 RV0412  HISTORY     - Date     Condition        Report By
 RV0412  HISTORY     - 1934     MONUMENTED       CGS
 RV0412  HISTORY     - 1961     MARK NOT FOUND   NGS
 RV0412
 RV0412                          STATION DESCRIPTION
 RV0412
 RV0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0412'3.0 MI N FROM OKA.
 RV0412'3.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0412'RAILROAD FROM OKA, WHEATLAND COUNTY, 60 FEET SOUTHEAST OF MILEPOST 17,
 RV0412'93 FEET SOUTHEAST OF THE MAIN TRACK, AND 3 FEET NORTHWEST OF THE
 RV0412'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 126 1934 AND SET IN
 RV0412'THE TOP OF A CONCRETE POST.  NOTE-- SOME CHANGES SEEM TO HAVE BEEN
 RV0412'MADE IN THE TRACK IN THE VICINITY SO THAT IT MAY HAVE BEEN DESTROYED
 RV0412'BY THIS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0126 ***********************************************************************
 RW0126  DESIGNATION -  F 129
 RW0126  PID         -  RW0126
 RW0126  STATE/COUNTY-  MT/MEAGHER
 RW0126  USGS QUAD   -  COXCOMBE BUTTE (1995)
 RW0126
 RW0126                         *CURRENT SURVEY CONTROL
 RW0126  ___________________________________________________________________
 RW0126* NAD 83(1986)-  46 40 27.     (N)    110 52 41.     (W)     SCALED    
 RW0126* NAVD 88     -      1643.974  (meters)    5393.60   (feet)  ADJUSTED  
 RW0126  ___________________________________________________________________
 RW0126  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 RW0126  DYNAMIC HT  -        1643.544 (meters)    5392.19  (feet)  COMP
 RW0126  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 RW0126
 RW0126  VERT ORDER  -  SECOND    CLASS 0
 RW0126
 RW0126.The horizontal coordinates were scaled from a topographic map and have
 RW0126.an estimated accuracy of +/- 6 seconds.
 RW0126
 RW0126.The orthometric height was determined by differential leveling
 RW0126.and adjusted by the National Geodetic Survey in June 1991..
 RW0126
 RW0126.The geoid height was determined by GEOID03.
 RW0126
 RW0126.The dynamic height is computed by dividing the NAVD 88
 RW0126.geopotential number by the normal gravity value computed on the
 RW0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0126.degrees latitude (g = 980.6199 gals.).
 RW0126
 RW0126.The modeled gravity was interpolated from observed gravity values.
 RW0126
 RW0126;                    North         East    Units  Estimated Accuracy
 RW0126;SPC MT       -   270,300.      494,620.      MT  (+/- 180 meters Scaled)
 RW0126
 RW0126                          SUPERSEDED SURVEY CONTROL
 RW0126
 RW0126  NGVD 29 (??/??/92) 1642.882  (m)         5390.02   (f) ADJ UNCH    2 0
 RW0126
 RW0126.Superseded values are not recommended for survey control.
 RW0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0126.See file dsdata.txt to determine how the superseded data were derived.
 RW0126
 RW0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS093689(NAD 83)
 RW0126_MARKER: DB = BENCH MARK DISK
 RW0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0126_STAMPING: F 129 1934
 RW0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0126+STABILITY: SURFACE MOTION
 RW0126
 RW0126  HISTORY     - Date     Condition        Report By
 RW0126  HISTORY     - 1934     MONUMENTED       CGS
 RW0126  HISTORY     - 1955     MARK NOT FOUND   NGS
 RW0126  HISTORY     - 1971     MARK NOT FOUND   USGS
 RW0126
 RW0126                          STATION DESCRIPTION
 RW0126
 RW0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RW0126'11.6 MI N FROM WHITE SULPHUR SPRINGS.
 RW0126'11.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, 30
 RW0126'FEET NORTH OF A GATE TO AN IRRIGATED FIELD ON THE WEST SIDE OF THE
 RW0126'HIGHWAY, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET
 RW0126'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 129 1934
 RW0126'AND SET IN THE TOP OF A CONCRETE POST.
 RW0126
 RW0126                          STATION RECOVERY (1971)
 RW0126
 RW0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RW0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0124 ***********************************************************************
 RV0124  DESIGNATION -  F 131
 RV0124  PID         -  RV0124
 RV0124  STATE/COUNTY-  MT/FERGUS
 RV0124  USGS QUAD   -  PIKE CREEK HILLS WEST (1986)
 RV0124
 RV0124                         *CURRENT SURVEY CONTROL
 RV0124  ___________________________________________________________________
 RV0124* NAD 83(1986)-  46 50 14.     (N)    108 38 51.     (W)     SCALED    
 RV0124* NAVD 88     -      1085.211  (meters)    3560.40   (feet)  ADJUSTED  
 RV0124  ___________________________________________________________________
 RV0124  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RV0124  DYNAMIC HT  -        1085.105 (meters)    3560.05  (feet)  COMP
 RV0124  MODELED GRAV-     980,477.6   (mgal)                       NAVD 88
 RV0124
 RV0124  VERT ORDER  -  SECOND    CLASS 0
 RV0124
 RV0124.The horizontal coordinates were scaled from a topographic map and have
 RV0124.an estimated accuracy of +/- 6 seconds.
 RV0124
 RV0124.The orthometric height was determined by differential leveling
 RV0124.and adjusted by the National Geodetic Survey in June 1991..
 RV0124
 RV0124.The geoid height was determined by GEOID03.
 RV0124
 RV0124.The dynamic height is computed by dividing the NAVD 88
 RV0124.geopotential number by the normal gravity value computed on the
 RV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0124.degrees latitude (g = 980.6199 gals.).
 RV0124
 RV0124.The modeled gravity was interpolated from observed gravity values.
 RV0124
 RV0124;                    North         East    Units  Estimated Accuracy
 RV0124;SPC MT       -   287,850.      664,990.      MT  (+/- 180 meters Scaled)
 RV0124
 RV0124                          SUPERSEDED SURVEY CONTROL
 RV0124
 RV0124  NGVD 29 (??/??/92) 1084.433  (m)         3557.84   (f) ADJ UNCH    2 0
 RV0124
 RV0124.Superseded values are not recommended for survey control.
 RV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0124.See file dsdata.txt to determine how the superseded data were derived.
 RV0124
 RV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS793897(NAD 83)
 RV0124_MARKER: DB = BENCH MARK DISK
 RV0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0124_STAMPING: F 131 1934
 RV0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0124+STABILITY: SURFACE MOTION
 RV0124
 RV0124  HISTORY     - Date     Condition        Report By
 RV0124  HISTORY     - 1934     MONUMENTED       CGS
 RV0124  HISTORY     - 1978     GOOD             USGS
 RV0124
 RV0124                          STATION DESCRIPTION
 RV0124
 RV0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0124'6.7 MI SE FROM BATTRICK.
 RV0124'6.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM BATTRICK, FERGUS
 RV0124'COUNTY, 300 FEET SOUTH OF A BRIDGE, 70 FEET EAST OF THE CENTERLINE OF
 RV0124'THE HIGHWAY, 38 FEET WEST OF A GATE IN THE RIGHT-OF-WAY FENCE, AND 9
 RV0124'FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED F 131 1934 AND SET
 RV0124'IN THE TOP OF A CONCRETE POST.
 RV0124
 RV0124                          STATION RECOVERY (1978)
 RV0124
 RV0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0124'0.6 MI. SOUTH AND EAST OF THE POST OFFICE AT GRASSRANGE, FERGUS CO.
 RV0124'MT. THENCE 15.7 MI. SOUTHEAST ALONG US HIGHWAY 87, THENCE 0.8 MI
 RV0124'NORTH ALONG OLD HIGHWAY (PRIVATE ROAD), 407 FEET SOUTH OF A BRIDGE,
 RV0124'65 FEET EAST OF THE CENTER OF THE ROAD, 39 FEET SOUTH OF A GATE EAST
 RV0124'AND 7 FEET EAST OF THE FENCE, A STANDARD DISK STAMPED F 131 1934 AND
 RV0124'SET IN THE TOP OF CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0817 ***********************************************************************
 SR0817  DESIGNATION -  F 132
 SR0817  PID         -  SR0817
 SR0817  STATE/COUNTY-  MT/FERGUS
 SR0817  USGS QUAD   -  DENTON (1979)
 SR0817
 SR0817                         *CURRENT SURVEY CONTROL
 SR0817  ___________________________________________________________________
 SR0817* NAD 83(1986)-  47 18 59.     (N)    109 56 23.     (W)     SCALED    
 SR0817* NAVD 88     -      1099.779  (meters)    3608.19   (feet)  ADJUSTED  
 SR0817  ___________________________________________________________________
 SR0817  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 SR0817  DYNAMIC HT  -        1099.696 (meters)    3607.92  (feet)  COMP
 SR0817  MODELED GRAV-     980,499.3   (mgal)                       NAVD 88
 SR0817
 SR0817  VERT ORDER  -  SECOND    CLASS 0
 SR0817
 SR0817.The horizontal coordinates were scaled from a topographic map and have
 SR0817.an estimated accuracy of +/- 6 seconds.
 SR0817
 SR0817.The orthometric height was determined by differential leveling
 SR0817.and adjusted by the National Geodetic Survey in June 1991..
 SR0817.WARNING-Repeat measurements at this control monument indicate possible
 SR0817.vertical movement.
 SR0817
 SR0817.The geoid height was determined by GEOID03.
 SR0817
 SR0817.The dynamic height is computed by dividing the NAVD 88
 SR0817.geopotential number by the normal gravity value computed on the
 SR0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0817.degrees latitude (g = 980.6199 gals.).
 SR0817
 SR0817.The modeled gravity was interpolated from observed gravity values.
 SR0817
 SR0817;                    North         East    Units  Estimated Accuracy
 SR0817;SPC MT       -   340,820.      566,770.      MT  (+/- 180 meters Scaled)
 SR0817
 SR0817                          SUPERSEDED SURVEY CONTROL
 SR0817
 SR0817  NGVD 29 (??/??/92) 1098.924  (m)         3605.39   (f) ADJ UNCH    2 0
 SR0817
 SR0817.Superseded values are not recommended for survey control.
 SR0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0817.See file dsdata.txt to determine how the superseded data were derived.
 SR0817
 SR0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT801408(NAD 83)
 SR0817_MARKER: DB = BENCH MARK DISK
 SR0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0817_SP_SET: FOUNDATION
 SR0817_STAMPING: F 132 1934
 SR0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0817
 SR0817  HISTORY     - Date     Condition        Report By
 SR0817  HISTORY     - 1934     MONUMENTED       CGS
 SR0817  HISTORY     - 1961     GOOD             NGS
 SR0817  HISTORY     - 1973     MARK NOT FOUND   USGS
 SR0817
 SR0817                          STATION DESCRIPTION
 SR0817
 SR0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0817'0.65 MI E FROM DENTON.
 SR0817'ABOUT 0.65 MILE EAST ALONG MAIN AVENUE FROM THE CHICAGO, MILWAUKEE,
 SR0817'ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, IN SECTION 21, T 18
 SR0817'N, R 14 E, AT THE DENTON PUBLIC SCHOOL BUILDING, 0.1 MILE NORTH OF THE
 SR0817'RAILROAD, 1.8 FEET SOUTH OF THE SOUTH FACE OF THE BRICK WALL OF THE
 SR0817'HALLWAY BETWEEN THE OLD SCHOOL BUILDING AND THE NEW ANNEX, 1.4 FEET
 SR0817'NORTH OF THE SOUTHWEST CORNER OF THE OLD PORTION OF THE SCHOOL
 SR0817'BUILDING, 22 FEET EAST OF THE EAST WALL OF THE NEW ANNEX, ABOUT 1 FOOT
 SR0817'ABOVE THE LEVEL OF THE GROUND, AND SET VERTICALLY IN THE WEST FACE OF
 SR0817'THE CONCRETE FOUNDATION OF THE SCHOOL BUILDING.  NOTE-- RECENT
 SR0817'ADDITIONS TO THE SCHOOL BUILDING HAVE ENCLOSED THE MONUMENT.
 SR0817'INACCESSIBLE.
 SR0817
 SR0817                          STATION RECOVERY (1973)
 SR0817
 SR0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SR0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0562 ***********************************************************************
 SR0562  DESIGNATION -  F 133
 SR0562  PID         -  SR0562
 SR0562  STATE/COUNTY-  MT/FERGUS
 SR0562  USGS QUAD   -  HORSETHIEF COULEE EAST (1985)
 SR0562
 SR0562                         *CURRENT SURVEY CONTROL
 SR0562  ___________________________________________________________________
 SR0562* NAD 83(1986)-  47 00 01.     (N)    109 04 13.     (W)     SCALED    
 SR0562* NAVD 88     -      1244.744  (meters)    4083.80   (feet)  ADJUSTED  
 SR0562  ___________________________________________________________________
 SR0562  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 SR0562  DYNAMIC HT  -        1244.597 (meters)    4083.32  (feet)  COMP
 SR0562  MODELED GRAV-     980,451.3   (mgal)                       NAVD 88
 SR0562
 SR0562  VERT ORDER  -  SECOND    CLASS 0
 SR0562
 SR0562.The horizontal coordinates were scaled from a topographic map and have
 SR0562.an estimated accuracy of +/- 6 seconds.
 SR0562
 SR0562.The orthometric height was determined by differential leveling
 SR0562.and adjusted by the National Geodetic Survey in June 1991..
 SR0562
 SR0562.The geoid height was determined by GEOID03.
 SR0562
 SR0562.The dynamic height is computed by dividing the NAVD 88
 SR0562.geopotential number by the normal gravity value computed on the
 SR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0562.degrees latitude (g = 980.6199 gals.).
 SR0562
 SR0562.The modeled gravity was interpolated from observed gravity values.
 SR0562
 SR0562;                    North         East    Units  Estimated Accuracy
 SR0562;SPC MT       -   305,700.      632,660.      MT  (+/- 180 meters Scaled)
 SR0562
 SR0562                          SUPERSEDED SURVEY CONTROL
 SR0562
 SR0562  NGVD 29 (??/??/92) 1243.896  (m)         4081.02   (f) ADJ UNCH    2 0
 SR0562
 SR0562.Superseded values are not recommended for survey control.
 SR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0562.See file dsdata.txt to determine how the superseded data were derived.
 SR0562
 SR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT467070(NAD 83)
 SR0562_MARKER: DB = BENCH MARK DISK
 SR0562_SETTING: 66 = SET IN ROCK OUTCROP
 SR0562_SP_SET: OUTCROP
 SR0562_STAMPING: F 133 1934
 SR0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0562+STABILITY: POSITION/ELEVATION WELL
 SR0562
 SR0562  HISTORY     - Date     Condition        Report By
 SR0562  HISTORY     - 1934     MONUMENTED       CGS
 SR0562  HISTORY     - 1961     GOOD             NGS
 SR0562
 SR0562                          STATION DESCRIPTION
 SR0562
 SR0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0562'0.75 MI E FROM FOREST GROVE.
 SR0562'ABOUT 0.75 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0562'PACIFIC RAILROAD FROM THE STATION SIGN AT FOREST GROVE, IN SECTION 4,
 SR0562'T 14 N, R 21 E, 108 FEET NORTHWEST OF AND ACROSS THE TRACK FROM THE
 SR0562'SECOND TELEPHONE POLE SOUTHWEST OF MILEPOST 22, 65 FEET NORTHWEST OF
 SR0562'THE NORTHWEST RAIL, SET IN THE TOP OF THE SOUTHEAST EDGE OF A LARGE
 SR0562'ROCK OUTCROP, 38 FEET SOUTHEAST OF A LONE 13-INCH PINE TREE WHICH IS
 SR0562'ON THE SOUTHWEST EDGE OF A ROCKY HILL, ABOUT 10 FEET ABOVE THE LEVEL
 SR0562'OF THE TRACK, AND PROJECTING 15 INCHES ON THE SOUTHEAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0088 ***********************************************************************
 SR0088  DESIGNATION -  F 134
 SR0088  PID         -  SR0088
 SR0088  STATE/COUNTY-  MT/FERGUS
 SR0088  USGS QUAD   -  ROY (1985)
 SR0088
 SR0088                         *CURRENT SURVEY CONTROL
 SR0088  ___________________________________________________________________
 SR0088* NAD 83(1986)-  47 20 37.     (N)    108 53 57.     (W)     SCALED    
 SR0088* NAVD 88     -      1030.183  (meters)    3379.86   (feet)  ADJUSTED  
 SR0088  ___________________________________________________________________
 SR0088  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 SR0088  DYNAMIC HT  -        1030.134 (meters)    3379.70  (feet)  COMP
 SR0088  MODELED GRAV-     980,529.2   (mgal)                       NAVD 88
 SR0088
 SR0088  VERT ORDER  -  SECOND    CLASS 0
 SR0088
 SR0088.The horizontal coordinates were scaled from a topographic map and have
 SR0088.an estimated accuracy of +/- 6 seconds.
 SR0088
 SR0088.The orthometric height was determined by differential leveling
 SR0088.and adjusted by the National Geodetic Survey in June 1991..
 SR0088
 SR0088.The geoid height was determined by GEOID03.
 SR0088
 SR0088.The dynamic height is computed by dividing the NAVD 88
 SR0088.geopotential number by the normal gravity value computed on the
 SR0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0088.degrees latitude (g = 980.6199 gals.).
 SR0088
 SR0088.The modeled gravity was interpolated from observed gravity values.
 SR0088
 SR0088;                    North         East    Units  Estimated Accuracy
 SR0088;SPC MT       -   343,930.      645,380.      MT  (+/- 180 meters Scaled)
 SR0088
 SR0088                          SUPERSEDED SURVEY CONTROL
 SR0088
 SR0088  NGVD 29 (??/??/92) 1029.386  (m)         3377.24   (f) ADJ UNCH    2 0
 SR0088
 SR0088.Superseded values are not recommended for survey control.
 SR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0088.See file dsdata.txt to determine how the superseded data were derived.
 SR0088
 SR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT586454(NAD 83)
 SR0088_MARKER: DB = BENCH MARK DISK
 SR0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0088_STAMPING: F 134 1934
 SR0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0088+STABILITY: SURFACE MOTION
 SR0088
 SR0088  HISTORY     - Date     Condition        Report By
 SR0088  HISTORY     - 1934     MONUMENTED       CGS
 SR0088  HISTORY     - 1950     GOOD             NGS
 SR0088  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0088
 SR0088                          STATION DESCRIPTION
 SR0088
 SR0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SR0088'3.2 MI E FROM ROY.
 SR0088'3.2 MILES EAST ALONG THE ROAD LEADING TO WILDER FROM ROY, 250 FEET
 SR0088'NORTH OF THE EAST AND WEST ROAD, AT THE JUNCTION WITH THE ROAD LEADING
 SR0088'EAST, 29 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, AND 4 FEET EAST
 SR0088'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 134 1934 AND
 SR0088'SET IN THE TOP OF A CONCRETE POST.
 SR0088
 SR0088                          STATION RECOVERY (1979)
 SR0088
 SR0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0041 ***********************************************************************
 SR0041  DESIGNATION -  F 135
 SR0041  PID         -  SR0041
 SR0041  STATE/COUNTY-  MT/PHILLIPS
 SR0041  USGS QUAD   -  ROBINSON SCHOOL (1971)
 SR0041
 SR0041                         *CURRENT SURVEY CONTROL
 SR0041  ___________________________________________________________________
 SR0041* NAD 83(1986)-  47 50 03.     (N)    108 29 49.     (W)     SCALED    
 SR0041* NAVD 88     -       992.569  (meters)    3256.45   (feet)  ADJUSTED  
 SR0041  ___________________________________________________________________
 SR0041  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 SR0041  DYNAMIC HT  -         992.573 (meters)    3256.47  (feet)  COMP
 SR0041  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 SR0041
 SR0041  VERT ORDER  -  SECOND    CLASS 0
 SR0041
 SR0041.The horizontal coordinates were scaled from a topographic map and have
 SR0041.an estimated accuracy of +/- 6 seconds.
 SR0041
 SR0041.The orthometric height was determined by differential leveling
 SR0041.and adjusted by the National Geodetic Survey in June 1991..
 SR0041
 SR0041.The geoid height was determined by GEOID03.
 SR0041
 SR0041.The dynamic height is computed by dividing the NAVD 88
 SR0041.geopotential number by the normal gravity value computed on the
 SR0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0041.degrees latitude (g = 980.6199 gals.).
 SR0041
 SR0041.The modeled gravity was interpolated from observed gravity values.
 SR0041
 SR0041;                    North         East    Units  Estimated Accuracy
 SR0041;SPC MT       -   398,750.      675,050.      MT  (+/- 180 meters Scaled)
 SR0041
 SR0041                          SUPERSEDED SURVEY CONTROL
 SR0041
 SR0041  NGVD 29 (??/??/92)  991.773  (m)         3253.84   (f) ADJ UNCH    2 0
 SR0041
 SR0041.Superseded values are not recommended for survey control.
 SR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0041.See file dsdata.txt to determine how the superseded data were derived.
 SR0041
 SR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU873009(NAD 83)
 SR0041_MARKER: DB = BENCH MARK DISK
 SR0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0041_STAMPING: F 135 1934
 SR0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0041+STABILITY: SURFACE MOTION
 SR0041
 SR0041  HISTORY     - Date     Condition        Report By
 SR0041  HISTORY     - 1934     MONUMENTED       CGS
 SR0041  HISTORY     - 1971     MARK NOT FOUND   USGS
 SR0041
 SR0041                          STATION DESCRIPTION
 SR0041
 SR0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0041'6.2 MI S FROM ZORTMAN.
 SR0041'6.2 MILES SOUTH ALONG OLD ROCKY POINT FERRY ROAD FROM ZORTMAN,
 SR0041'PHILLIPS COUNTY, 65 FEET SOUTH OF A FENCE CORNER, 52 FEET WEST OF THE
 SR0041'CENTERLINE OF THE ROAD, AND 7 FEET EAST OF A FENCE.  A STANDARD DISK,
 SR0041'STAMPED F 135 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SR0041
 SR0041                          STATION RECOVERY (1971)
 SR0041
 SR0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SR0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0166 ***********************************************************************
 RW0166  DESIGNATION -  F 136
 RW0166  PID         -  RW0166
 RW0166  STATE/COUNTY-  MT/MEAGHER
 RW0166  USGS QUAD   -  LINGSHIRE (1966)
 RW0166
 RW0166                         *CURRENT SURVEY CONTROL
 RW0166  ___________________________________________________________________
 RW0166* NAD 83(1986)-  46 47 54.     (N)    111 24 37.     (W)     SCALED    
 RW0166* NAVD 88     -      1608.607  (meters)    5277.57   (feet)  ADJUSTED  
 RW0166  ___________________________________________________________________
 RW0166  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 RW0166  DYNAMIC HT  -        1608.235 (meters)    5276.35  (feet)  COMP
 RW0166  MODELED GRAV-     980,324.8   (mgal)                       NAVD 88
 RW0166
 RW0166  VERT ORDER  -  SECOND    CLASS 0
 RW0166
 RW0166.The horizontal coordinates were scaled from a topographic map and have
 RW0166.an estimated accuracy of +/- 6 seconds.
 RW0166
 RW0166.The orthometric height was determined by differential leveling
 RW0166.and adjusted by the National Geodetic Survey in June 1991..
 RW0166
 RW0166.The geoid height was determined by GEOID03.
 RW0166
 RW0166.The dynamic height is computed by dividing the NAVD 88
 RW0166.geopotential number by the normal gravity value computed on the
 RW0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0166.degrees latitude (g = 980.6199 gals.).
 RW0166
 RW0166.The modeled gravity was interpolated from observed gravity values.
 RW0166
 RW0166;                    North         East    Units  Estimated Accuracy
 RW0166;SPC MT       -   284,950.      454,270.      MT  (+/- 180 meters Scaled)
 RW0166
 RW0166                          SUPERSEDED SURVEY CONTROL
 RW0166
 RW0166  NGVD 29 (??/??/92) 1607.565  (m)         5274.15   (f) ADJ UNCH    2 0
 RW0166
 RW0166.Superseded values are not recommended for survey control.
 RW0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0166.See file dsdata.txt to determine how the superseded data were derived.
 RW0166
 RW0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS686828(NAD 83)
 RW0166_MARKER: DB = BENCH MARK DISK
 RW0166_SETTING: 66 = SET IN ROCK OUTCROP
 RW0166_SP_SET: ROCK OUTCROP
 RW0166_STAMPING: F 136 1934
 RW0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0166+STABILITY: POSITION/ELEVATION WELL
 RW0166
 RW0166  HISTORY     - Date     Condition        Report By
 RW0166  HISTORY     - 1934     MONUMENTED       CGS
 RW0166  HISTORY     - 1966     MARK NOT FOUND   USGS
 RW0166
 RW0166                          STATION DESCRIPTION
 RW0166
 RW0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0166'3.6 MI S FROM LINGSHIRE.
 RW0166'3.6 MILES SOUTH ALONG THE FORT LOGAN ROAD FROM LINGSHIRE, MEAGHER
 RW0166'COUNTY, 30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 9 FEET
 RW0166'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP.
 RW0166'A STANDARD DISK, STAMPED F 136 1934.
 RW0166
 RW0166                          STATION RECOVERY (1966)
 RW0166
 RW0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RW0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0773 ***********************************************************************
 SS0773  DESIGNATION -  F 137
 SS0773  PID         -  SS0773
 SS0773  STATE/COUNTY-  MT/CASCADE
 SS0773  USGS QUAD   -  TRULY (1965)
 SS0773
 SS0773                         *CURRENT SURVEY CONTROL
 SS0773  ___________________________________________________________________
 SS0773* NAD 83(1986)-  47 19 42.     (N)    111 25 36.     (W)     SCALED    
 SS0773* NAVD 88     -      1029.446  (meters)    3377.44   (feet)  ADJUSTED  
 SS0773  ___________________________________________________________________
 SS0773  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 SS0773  DYNAMIC HT  -        1029.354 (meters)    3377.14  (feet)  COMP
 SS0773  MODELED GRAV-     980,488.7   (mgal)                       NAVD 88
 SS0773
 SS0773  VERT ORDER  -  SECOND    CLASS 0
 SS0773
 SS0773.The horizontal coordinates were scaled from a topographic map and have
 SS0773.an estimated accuracy of +/- 6 seconds.
 SS0773
 SS0773.The orthometric height was determined by differential leveling
 SS0773.and adjusted by the National Geodetic Survey in June 1991..
 SS0773
 SS0773.The geoid height was determined by GEOID03.
 SS0773
 SS0773.The dynamic height is computed by dividing the NAVD 88
 SS0773.geopotential number by the normal gravity value computed on the
 SS0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0773.degrees latitude (g = 980.6199 gals.).
 SS0773
 SS0773.The modeled gravity was interpolated from observed gravity values.
 SS0773
 SS0773;                    North         East    Units  Estimated Accuracy
 SS0773;SPC MT       -   343,850.      454,470.      MT  (+/- 180 meters Scaled)
 SS0773
 SS0773                          SUPERSEDED SURVEY CONTROL
 SS0773
 SS0773  NGVD 29 (??/??/92) 1028.527  (m)         3374.43   (f) ADJ UNCH    2 0
 SS0773
 SS0773.Superseded values are not recommended for survey control.
 SS0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0773.See file dsdata.txt to determine how the superseded data were derived.
 SS0773
 SS0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT677417(NAD 83)
 SS0773_MARKER: DB = BENCH MARK DISK
 SS0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0773_STAMPING: F 137 1934
 SS0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0773+STABILITY: SURFACE MOTION
 SS0773
 SS0773  HISTORY     - Date     Condition        Report By
 SS0773  HISTORY     - 1934     MONUMENTED       CGS
 SS0773  HISTORY     - 1962     MARK NOT FOUND   NGS
 SS0773
 SS0773                          STATION DESCRIPTION
 SS0773
 SS0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0773'10.1 MI SE FROM ULM.
 SS0773'10.1 MILES SOUTHEAST ALONG THE MILLEGAN ROAD FROM ULM, CASCADE COUNTY,
 SS0773'0.85 MILE NORTHWEST OF A FORK IN THE ROAD, 125 FEET NORTHWEST OF
 SS0773'BRIDGE NO. 247, 28 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 18
 SS0773'FEET NORTHWEST OF A GATE IN THE FENCE, AND 9 FEET SOUTHWEST OF THE
 SS0773'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 137 1934 AND SET IN
 SS0773'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0598 ***********************************************************************
 PY0598  DESIGNATION -  F 138
 PY0598  PID         -  PY0598
 PY0598  STATE/COUNTY-  MT/BEAVERHEAD
 PY0598  USGS QUAD   -  WINSLOW CREEK (1988)
 PY0598
 PY0598                         *CURRENT SURVEY CONTROL
 PY0598  ___________________________________________________________________
 PY0598* NAD 83(1986)-  44 35 36.     (N)    112 00 02.     (W)     SCALED    
 PY0598* NAVD 88     -      2053.860  (meters)    6738.37   (feet)  ADJUSTED  
 PY0598  ___________________________________________________________________
 PY0598  GEOID HEIGHT-          -9.48  (meters)                     GEOID03
 PY0598  DYNAMIC HT  -        2052.704 (meters)    6734.58  (feet)  COMP
 PY0598  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 PY0598
 PY0598  VERT ORDER  -  SECOND    CLASS 0
 PY0598
 PY0598.The horizontal coordinates were scaled from a topographic map and have
 PY0598.an estimated accuracy of +/- 6 seconds.
 PY0598
 PY0598.The orthometric height was determined by differential leveling
 PY0598.and adjusted by the National Geodetic Survey in June 1991..
 PY0598
 PY0598.The geoid height was determined by GEOID03.
 PY0598
 PY0598.The dynamic height is computed by dividing the NAVD 88
 PY0598.geopotential number by the normal gravity value computed on the
 PY0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0598.degrees latitude (g = 980.6199 gals.).
 PY0598
 PY0598.The modeled gravity was interpolated from observed gravity values.
 PY0598
 PY0598;                    North         East    Units  Estimated Accuracy
 PY0598;SPC MT       -    41,340.      401,430.      MT  (+/- 180 meters Scaled)
 PY0598
 PY0598                          SUPERSEDED SURVEY CONTROL
 PY0598
 PY0598  NGVD 29 (??/??/92) 2052.52   (m)         6734.0    (f) COMPUTED    2 0
 PY0598
 PY0598.Superseded values are not recommended for survey control.
 PY0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0598.See file dsdata.txt to determine how the superseded data were derived.
 PY0598
 PY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ205382(NAD 83)
 PY0598_MARKER: DB = BENCH MARK DISK
 PY0598_SETTING: 66 = SET IN ROCK OUTCROP
 PY0598_SP_SET: ROCK OUTCROP
 PY0598_STAMPING: F 138 1934
 PY0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0598+STABILITY: POSITION/ELEVATION WELL
 PY0598
 PY0598  HISTORY     - Date     Condition        Report By
 PY0598  HISTORY     - 1934     MONUMENTED       CGS
 PY0598
 PY0598                          STATION DESCRIPTION
 PY0598
 PY0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PY0598'10.6 MI W FROM LAKEVIEW.
 PY0598'10.6 MI W OF AND ALONG THE ROAD TO MONIDA NEAR THE TOP OF A LONG
 PY0598'GRADE.  24 FEET SE OF CENTER OF ROAD.  2 FEET NW OF R/W FENCE.  DISK
 PY0598'SET HORIZONTALLY IN OUTCROP ROCK. MARKED WITH A PYRAMID OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0599 ***********************************************************************
 PY0599  DESIGNATION -  F 138 RESET
 PY0599  PID         -  PY0599
 PY0599  STATE/COUNTY-  MT/BEAVERHEAD
 PY0599  USGS QUAD   -  WINSLOW CREEK (1988)
 PY0599
 PY0599                         *CURRENT SURVEY CONTROL
 PY0599  ___________________________________________________________________
 PY0599* NAD 83(1986)-  44 35 37.     (N)    112 00 02.     (W)     SCALED    
 PY0599* NAVD 88     -      2057.999  (meters)    6751.95   (feet)  ADJUSTED  
 PY0599  ___________________________________________________________________
 PY0599  GEOID HEIGHT-          -9.48  (meters)                     GEOID03
 PY0599  DYNAMIC HT  -        2056.843 (meters)    6748.16  (feet)  COMP
 PY0599  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 PY0599
 PY0599  VERT ORDER  -  FIRST     CLASS II
 PY0599
 PY0599.The horizontal coordinates were scaled from a topographic map and have
 PY0599.an estimated accuracy of +/- 6 seconds.
 PY0599
 PY0599.The orthometric height was determined by differential leveling
 PY0599.and adjusted by the National Geodetic Survey in June 1991..
 PY0599
 PY0599.The geoid height was determined by GEOID03.
 PY0599
 PY0599.The dynamic height is computed by dividing the NAVD 88
 PY0599.geopotential number by the normal gravity value computed on the
 PY0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0599.degrees latitude (g = 980.6199 gals.).
 PY0599
 PY0599.The modeled gravity was interpolated from observed gravity values.
 PY0599
 PY0599;                    North         East    Units  Estimated Accuracy
 PY0599;SPC MT       -    41,370.      401,430.      MT  (+/- 180 meters Scaled)
 PY0599
 PY0599                          SUPERSEDED SURVEY CONTROL
 PY0599
 PY0599  NGVD 29 (??/??/92) 2056.653  (m)         6747.54   (f) ADJ UNCH    1 2
 PY0599
 PY0599.Superseded values are not recommended for survey control.
 PY0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0599.See file dsdata.txt to determine how the superseded data were derived.
 PY0599
 PY0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ205382(NAD 83)
 PY0599_MARKER: DB = BENCH MARK DISK
 PY0599_SETTING: 80 = SET IN A BOULDER
 PY0599_STAMPING: F 138 RESET 1940
 PY0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0599+STABILITY: SURFACE MOTION
 PY0599
 PY0599  HISTORY     - Date     Condition        Report By
 PY0599  HISTORY     - 1940     MONUMENTED       LOCSUR
 PY0599  HISTORY     - 1964     GOOD             NGS
 PY0599
 PY0599                          STATION DESCRIPTION
 PY0599
 PY0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0599'10.5 MI NW FROM LAKEVIEW.
 PY0599'ABOUT 10.5 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PY0599'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 29, T 14 S, R 3 W, ON THE EAST
 PY0599'SLOPE OF A LONG STEEP HILL, 54 FEET SOUTH OF THE CENTER LINE OF THE
 PY0599'ROAD, SET IN THE TOP OF THE EAST EDGE OF A BOULDER THAT IS ABOUT 5
 PY0599'FEET LONG, 4 FEET WIDE, AND 3 FEET HIGH, AND ABOUT 10 FEET ABOVE THE
 PY0599'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0333 ***********************************************************************
 QX0333  DESIGNATION -  F 139
 QX0333  PID         -  QX0333
 QX0333  STATE/COUNTY-  MT/MADISON
 QX0333  USGS QUAD   -  CAMERON (1988)
 QX0333
 QX0333                         *CURRENT SURVEY CONTROL
 QX0333  ___________________________________________________________________
 QX0333* NAD 83(1986)-  45 09 10.     (N)    111 40 41.     (W)     SCALED    
 QX0333* NAVD 88     -      1673.989  (meters)    5492.08   (feet)  ADJUSTED  
 QX0333  ___________________________________________________________________
 QX0333  GEOID HEIGHT-          -9.82  (meters)                     GEOID03
 QX0333  DYNAMIC HT  -        1673.208 (meters)    5489.52  (feet)  COMP
 QX0333  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 QX0333
 QX0333  VERT ORDER  -  FIRST     CLASS II
 QX0333
 QX0333.The horizontal coordinates were scaled from a topographic map and have
 QX0333.an estimated accuracy of +/- 6 seconds.
 QX0333
 QX0333.The orthometric height was determined by differential leveling
 QX0333.and adjusted by the National Geodetic Survey in June 1991..
 QX0333
 QX0333.The geoid height was determined by GEOID03.
 QX0333
 QX0333.The dynamic height is computed by dividing the NAVD 88
 QX0333.geopotential number by the normal gravity value computed on the
 QX0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0333.degrees latitude (g = 980.6199 gals.).
 QX0333
 QX0333.The modeled gravity was interpolated from observed gravity values.
 QX0333
 QX0333;                    North         East    Units  Estimated Accuracy
 QX0333;SPC MT       -   102,720.      428,760.      MT  (+/- 180 meters Scaled)
 QX0333
 QX0333                          SUPERSEDED SURVEY CONTROL
 QX0333
 QX0333  NGVD 29 (08/20/92) 1672.781  (m)         5488.12   (f) ADJUSTED    1 2
 QX0333
 QX0333.Superseded values are not recommended for survey control.
 QX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0333.See file dsdata.txt to determine how the superseded data were derived.
 QX0333
 QX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR467001(NAD 83)
 QX0333_MARKER: DB = BENCH MARK DISK
 QX0333_SETTING: 80 = SET IN A BOULDER
 QX0333_SP_SET: BOULDER
 QX0333_STAMPING: F 139 1934
 QX0333_MARK LOGO: CGS   
 QX0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0333+STABILITY: SURFACE MOTION
 QX0333
 QX0333  HISTORY     - Date     Condition        Report By
 QX0333  HISTORY     - 1934     MONUMENTED       CGS
 QX0333  HISTORY     - 1959     GOOD             NGS
 QX0333  HISTORY     - 1987     GOOD             NGS
 QX0333
 QX0333                          STATION DESCRIPTION
 QX0333
 QX0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QX0333'3.55 MI S FROM CAMERON.
 QX0333'3.55 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND
 QX0333'STORE AT CAMERON, IN THE WEST SIDE OF SECTION 12, T 8 S, R 1 W 103
 QX0333'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A SMALL
 QX0333'BOULDER WHICH PROJECTS ABOUT 3 INCHES, ABOUT 0.6 MILE NORTH OF A CURVE
 QX0333'IN THE ROAD WHICH IS ON THE CREST OF A HILL, 150 FEET SOUTHWEST OF A
 QX0333'NARROW IRRIGATION DITCH, 39 FEET EAST OF THE EAST RIGHT OF WAY FENCE,
 QX0333'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QX0333
 QX0333                          STATION RECOVERY (1987)
 QX0333
 QX0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0008 ***********************************************************************
 RY0008  DESIGNATION -  F 14
 RY0008  PID         -  RY0008
 RY0008  STATE/COUNTY-  MT/MISSOULA
 RY0008  USGS QUAD   -  NORTHWEST MISSOULA (1978)
 RY0008
 RY0008                         *CURRENT SURVEY CONTROL
 RY0008  ___________________________________________________________________
 RY0008* NAD 83(1986)-  46 54 26.     (N)    114 03 13.     (W)     SCALED    
 RY0008* NAVD 88     -       970.325  (meters)    3183.47   (feet)  ADJUSTED  
 RY0008  ___________________________________________________________________
 RY0008  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 RY0008  DYNAMIC HT  -         970.178 (meters)    3182.99  (feet)  COMP
 RY0008  MODELED GRAV-     980,430.0   (mgal)                       NAVD 88
 RY0008
 RY0008  VERT ORDER  -  FIRST     CLASS II
 RY0008
 RY0008.The horizontal coordinates were scaled from a topographic map and have
 RY0008.an estimated accuracy of +/- 6 seconds.
 RY0008
 RY0008.The orthometric height was determined by differential leveling
 RY0008.and adjusted by the National Geodetic Survey in June 1991..
 RY0008
 RY0008.The geoid height was determined by GEOID03.
 RY0008
 RY0008.The dynamic height is computed by dividing the NAVD 88
 RY0008.geopotential number by the normal gravity value computed on the
 RY0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0008.degrees latitude (g = 980.6199 gals.).
 RY0008
 RY0008.The modeled gravity was interpolated from observed gravity values.
 RY0008
 RY0008;                    North         East    Units  Estimated Accuracy
 RY0008;SPC MT       -   305,350.      253,480.      MT  (+/- 180 meters Scaled)
 RY0008
 RY0008                          SUPERSEDED SURVEY CONTROL
 RY0008
 RY0008  NGVD 29 (??/??/92)  969.246  (m)         3179.93   (f) ADJ UNCH    1 2
 RY0008
 RY0008.Superseded values are not recommended for survey control.
 RY0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0008.See file dsdata.txt to determine how the superseded data were derived.
 RY0008
 RY0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM243990(NAD 83)
 RY0008_MARKER: DB = BENCH MARK DISK
 RY0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0008_STAMPING: 3180.017 F 14 1914
 RY0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0008
 RY0008  HISTORY     - Date     Condition        Report By
 RY0008  HISTORY     - 1914     MONUMENTED       CGS
 RY0008  HISTORY     - 1968     MARK NOT FOUND   NGS
 RY0008  HISTORY     - 1979     MARK NOT FOUND   NGS
 RY0008  HISTORY     - 1981     GOOD             BPA
 RY0008
 RY0008                          STATION DESCRIPTION
 RY0008
 RY0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 RY0008'2.9 MI SE FROM DE SMET.
 RY0008'2.9 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RY0008'STATION AT DE SMET, MISSOULA COUNTY, 60 YARDS SOUTHEAST OF MILEPOST
 RY0008'123, 139 FEET NORTHWEST OF SEMAPHORE 1230, 72.4 FEET NORTHEAST OF THE
 RY0008'NORTHEAST RAIL, ON THE EAST BANK OF A SMALL COULEE, AND LEVEL WITH THE
 RY0008'TRACK.  A STANDARD DISK, STAMPED 3180.017 F 14 1914 AND FASTENED ON
 RY0008'THE TOP OF A 3-1/2-INCH IRON PIPE.
 RY0008
 RY0008                          STATION RECOVERY (1968)
 RY0008
 RY0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RY0008'MARK NOT FOUND.
 RY0008
 RY0008                          STATION RECOVERY (1979)
 RY0008
 RY0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RY0008'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 RY0008
 RY0008                          STATION RECOVERY (1981)
 RY0008
 RY0008'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1981
 RY0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0323 ***********************************************************************
 SS0323  DESIGNATION -  F 140
 SS0323  PID         -  SS0323
 SS0323  STATE/COUNTY-  MT/CASCADE
 SS0323  USGS QUAD   -  THUNDER MOUNTAIN (1995)
 SS0323
 SS0323                         *CURRENT SURVEY CONTROL
 SS0323  ___________________________________________________________________
 SS0323* NAD 83(1986)-  47 06 50.     (N)    110 54 42.     (W)     SCALED    
 SS0323* NAVD 88     -      1333.802  (meters)    4375.98   (feet)  POSTED    
 SS0323  ___________________________________________________________________
 SS0323  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 SS0323  DYNAMIC HT  -        1333.490 (meters)    4374.96  (feet)  COMP
 SS0323  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 SS0323
 SS0323  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SS0323
 SS0323.The horizontal coordinates were scaled from a topographic map and have
 SS0323.an estimated accuracy of +/- 6 seconds.
 SS0323
 SS0323.The orthometric height was determined by differential leveling
 SS0323.and adjusted by the National Geodetic Survey in 1992..
 SS0323.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SS0323.rate of 2.1 thru 3.0 mm/km.
 SS0323
 SS0323.The geoid height was determined by GEOID03.
 SS0323
 SS0323.The dynamic height is computed by dividing the NAVD 88
 SS0323.geopotential number by the normal gravity value computed on the
 SS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0323.degrees latitude (g = 980.6199 gals.).
 SS0323
 SS0323.The modeled gravity was interpolated from observed gravity values.
 SS0323
 SS0323;                    North         East    Units  Estimated Accuracy
 SS0323;SPC MT       -   319,200.      492,930.      MT  (+/- 180 meters Scaled)
 SS0323
 SS0323                          SUPERSEDED SURVEY CONTROL
 SS0323
 SS0323  NGVD 29 (??/??/92) 1332.739  (m)         4372.49   (f) ADJ UNCH    2 0
 SS0323
 SS0323.Superseded values are not recommended for survey control.
 SS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0323.See file dsdata.txt to determine how the superseded data were derived.
 SS0323
 SS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT067178(NAD 83)
 SS0323_MARKER: DB = BENCH MARK DISK
 SS0323_SETTING: 66 = SET IN ROCK OUTCROP
 SS0323_SP_SET: ROCK
 SS0323_STAMPING: F 140 1934
 SS0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0323+STABILITY: POSITION/ELEVATION WELL
 SS0323
 SS0323  HISTORY     - Date     Condition        Report By
 SS0323  HISTORY     - 1934     MONUMENTED       CGS
 SS0323  HISTORY     - 1967     MARK NOT FOUND   USGS
 SS0323
 SS0323                          STATION DESCRIPTION
 SS0323
 SS0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0323'4.1 MI N FROM MONARCH.
 SS0323'4.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM MONARCH, CASCADE
 SS0323'COUNTY, NEAR THE SECOND POLE NORTHEAST OF MILEPOST 21, 4 POLES
 SS0323'NORTHEAST OF BRIDGE 225, 14 FEET NORTHWEST OF THE CENTERLINE OF THE
 SS0323'TRACK, IN THE TOP OF A ROCK, AND ABOUT 2 FEET ABOVE THE TOP OF THE
 SS0323'RAIL.  A STANDARD DISK, STAMPED F 140 1934.
 SS0323
 SS0323                          STATION RECOVERY (1967)
 SS0323
 SS0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SS0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0576 ***********************************************************************
 RX0576  DESIGNATION -  F 141
 RX0576  PID         -  RX0576
 RX0576  STATE/COUNTY-  MT/GRANITE
 RX0576  USGS QUAD   -  HALL (1989)
 RX0576
 RX0576                         *CURRENT SURVEY CONTROL
 RX0576  ___________________________________________________________________
 RX0576* NAD 83(1986)-  46 32 02.     (N)    113 13 22.     (W)     SCALED    
 RX0576* NAVD 88     -      1337.097  (meters)    4386.79   (feet)  ADJUSTED  
 RX0576  ___________________________________________________________________
 RX0576  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 RX0576  DYNAMIC HT  -        1336.764 (meters)    4385.70  (feet)  COMP
 RX0576  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 RX0576
 RX0576  VERT ORDER  -  SECOND    CLASS 0
 RX0576
 RX0576.The horizontal coordinates were scaled from a topographic map and have
 RX0576.an estimated accuracy of +/- 6 seconds.
 RX0576
 RX0576.The orthometric height was determined by differential leveling
 RX0576.and adjusted by the National Geodetic Survey in June 1991..
 RX0576
 RX0576.The geoid height was determined by GEOID03.
 RX0576
 RX0576.The dynamic height is computed by dividing the NAVD 88
 RX0576.geopotential number by the normal gravity value computed on the
 RX0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0576.degrees latitude (g = 980.6199 gals.).
 RX0576
 RX0576.The modeled gravity was interpolated from observed gravity values.
 RX0576
 RX0576;                    North         East    Units  Estimated Accuracy
 RX0576;SPC MT       -   260,570.      314,680.      MT  (+/- 180 meters Scaled)
 RX0576
 RX0576                          SUPERSEDED SURVEY CONTROL
 RX0576
 RX0576  NGVD 29 (??/??/92) 1335.975  (m)         4383.11   (f) ADJ UNCH    2 0
 RX0576
 RX0576.Superseded values are not recommended for survey control.
 RX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0576.See file dsdata.txt to determine how the superseded data were derived.
 RX0576
 RX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS295557(NAD 83)
 RX0576_MARKER: DB = BENCH MARK DISK
 RX0576_SETTING: 80 = SET IN A BOULDER
 RX0576_SP_SET: BOULDER
 RX0576_STAMPING: F 141 1934
 RX0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0576+STABILITY: SURFACE MOTION
 RX0576
 RX0576  HISTORY     - Date     Condition        Report By
 RX0576  HISTORY     - 1934     MONUMENTED       CGS
 RX0576  HISTORY     - 19851107 MARK NOT FOUND   USGS
 RX0576
 RX0576                          STATION DESCRIPTION
 RX0576
 RX0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0576'2.0 MI N FROM STONE.
 RX0576'2.0 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM STONE, GRANITE
 RX0576'COUNTY, 123 FEET NORTH OF MILEPOST 10, 60 FEET WEST OF THE CENTERLINE
 RX0576'OF U. S. HIGHWAY 10 A, 27 FEET EAST OF THE TRACK, 15 FEET WEST OF THE
 RX0576'RIGHT-OF-WAY FENCE, AND IN THE TOP OF A LARGE GRANITE BOULDER, 2 FEET
 RX0576'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 141 1934.
 RX0576
 RX0576                          STATION RECOVERY (1985)
 RX0576
 RX0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JEP)
 RX0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0072 ***********************************************************************
 QY0072  DESIGNATION -  F 143
 QY0072  PID         -  QY0072
 QY0072  STATE/COUNTY-  MT/JEFFERSON
 QY0072  USGS QUAD   -  WHITEHALL (1996)
 QY0072
 QY0072                         *CURRENT SURVEY CONTROL
 QY0072  ___________________________________________________________________
 QY0072* NAD 83(1986)-  45 48 54.     (N)    112 07 16.     (W)     SCALED    
 QY0072* NAVD 88     -      1332.149  (meters)    4370.56   (feet)  ADJUSTED  
 QY0072  ___________________________________________________________________
 QY0072  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 QY0072  DYNAMIC HT  -        1331.699 (meters)    4369.08  (feet)  COMP
 QY0072  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 QY0072
 QY0072  VERT ORDER  -  SECOND    CLASS 0
 QY0072
 QY0072.The horizontal coordinates were scaled from a topographic map and have
 QY0072.an estimated accuracy of +/- 6 seconds.
 QY0072
 QY0072.The orthometric height was determined by differential leveling
 QY0072.and adjusted by the National Geodetic Survey in June 1991..
 QY0072
 QY0072.The geoid height was determined by GEOID03.
 QY0072
 QY0072.The dynamic height is computed by dividing the NAVD 88
 QY0072.geopotential number by the normal gravity value computed on the
 QY0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0072.degrees latitude (g = 980.6199 gals.).
 QY0072
 QY0072.The modeled gravity was interpolated from observed gravity values.
 QY0072
 QY0072;                    North         East    Units  Estimated Accuracy
 QY0072;SPC MT       -   177,330.      396,400.      MT  (+/- 180 meters Scaled)
 QY0072
 QY0072                          SUPERSEDED SURVEY CONTROL
 QY0072
 QY0072  NGVD 29 (??/??/92) 1331.020  (m)         4366.85   (f) ADJ UNCH    2 0
 QY0072
 QY0072.Superseded values are not recommended for survey control.
 QY0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0072.See file dsdata.txt to determine how the superseded data were derived.
 QY0072
 QY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR129741(NAD 83)
 QY0072_MARKER: DB = BENCH MARK DISK
 QY0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0072_STAMPING: F 143 1934
 QY0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0072+STABILITY: SURFACE MOTION
 QY0072
 QY0072  HISTORY     - Date     Condition        Report By
 QY0072  HISTORY     - 1934     MONUMENTED       CGS
 QY0072
 QY0072                          STATION DESCRIPTION
 QY0072
 QY0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0072'4.0 MI S FROM WHITEHALL.
 QY0072'4.0 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WHITEHALL,
 QY0072'JEFFERSON COUNTY, 75 FEET SOUTH OF MILEPOST 4, ABOUT 150 FEET EAST OF
 QY0072'A LARGE RED BARN, AT THE INTERSECTION OF AN EAST-AND-WEST FENCE WITH
 QY0072'THE RIGHT-OF-WAY FENCE AT THE CORNER OF A FARMYARD AND 51 FEET WEST OF
 QY0072'THE TRACK.  A STANDARD DISK, STAMPED F 143 1934 AND SET IN THE TOP OF
 QY0072'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0325 ***********************************************************************
 PY0325  DESIGNATION -  F 144
 PY0325  PID         -  PY0325
 PY0325  STATE/COUNTY-  MT/GALLATIN
 PY0325  USGS QUAD   -  HEBGEN DAM (1988)
 PY0325
 PY0325                         *CURRENT SURVEY CONTROL
 PY0325  ___________________________________________________________________
 PY0325* NAD 83(1986)-  44 50 44.     (N)    111 18 30.     (W)     SCALED    
 PY0325* NAVD 88     -      1998.492  (meters)    6556.72   (feet)  ADJUSTED  
 PY0325  ___________________________________________________________________
 PY0325  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0325  DYNAMIC HT  -        1997.416 (meters)    6553.19  (feet)  COMP
 PY0325  MODELED GRAV-     980,007.2   (mgal)                       NAVD 88
 PY0325
 PY0325  VERT ORDER  -  FIRST     CLASS II
 PY0325
 PY0325.The horizontal coordinates were scaled from a topographic map and have
 PY0325.an estimated accuracy of +/- 6 seconds.
 PY0325
 PY0325.The orthometric height was determined by differential leveling
 PY0325.and adjusted by the National Geodetic Survey in June 1991..
 PY0325
 PY0325.The geoid height was determined by GEOID03.
 PY0325
 PY0325.The dynamic height is computed by dividing the NAVD 88
 PY0325.geopotential number by the normal gravity value computed on the
 PY0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0325.degrees latitude (g = 980.6199 gals.).
 PY0325
 PY0325.The modeled gravity was interpolated from observed gravity values.
 PY0325
 PY0325;                    North         East    Units  Estimated Accuracy
 PY0325;SPC MT       -    67,850.      457,040.      MT  (+/- 180 meters Scaled)
 PY0325
 PY0325                          SUPERSEDED SURVEY CONTROL
 PY0325
 PY0325  NGVD 29 (08/20/92) 1997.257  (m)         6552.67   (f) ADJUSTED    1 2
 PY0325
 PY0325.Superseded values are not recommended for survey control.
 PY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0325.See file dsdata.txt to determine how the superseded data were derived.
 PY0325
 PY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ756658(NAD 83)
 PY0325_MARKER: DB = BENCH MARK DISK
 PY0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0325_SP_SET: CONCRETE POST
 PY0325_STAMPING: F 144 1959
 PY0325_MARK LOGO: CGS   
 PY0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0325+STABILITY: SURFACE MOTION
 PY0325
 PY0325  HISTORY     - Date     Condition        Report By
 PY0325  HISTORY     - 1959     MONUMENTED       CGS
 PY0325  HISTORY     - 1987     GOOD             NGS
 PY0325
 PY0325                          STATION DESCRIPTION
 PY0325
 PY0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0325'2.0 MI SE FROM HEBGEN DAM.
 PY0325'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0325'SECTION 25, R 3 E, T 11 S, 38 FEET SOUTH OF THE CENTER LINE OF THE
 PY0325'HIGHWAY, 1.6 FEET NORTH OF A RIGHT OF WAY FENCE, 1.7 FEET EAST OF A
 PY0325'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 PY0325'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PY0325
 PY0325                          STATION RECOVERY (1987)
 PY0325
 PY0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0325'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.9 KM (19.20
 PY0325'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0325'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0439 ***********************************************************************
 QX0439  FBN         -  This is a Federal Base Network Control Station.
 QX0439  DESIGNATION -  F 145
 QX0439  PID         -  QX0439
 QX0439  STATE/COUNTY-  MT/MADISON
 QX0439  USGS QUAD   -  HARRISON (1988)
 QX0439
 QX0439                         *CURRENT SURVEY CONTROL
 QX0439  ___________________________________________________________________
 QX0439* NAD 83(1999)-  45 41 32.92438(N)    111 46 59.02635(W)     ADJUSTED  
 QX0439* NAVD 88     -      1514.234  (meters)    4967.95   (feet)  ADJUSTED  
 QX0439  ___________________________________________________________________
 QX0439  X           -  -1,656,521.226 (meters)                     COMP
 QX0439  Y           -  -4,145,151.783 (meters)                     COMP
 QX0439  Z           -   4,542,513.591 (meters)                     COMP
 QX0439  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 QX0439  ELLIP HEIGHT-        1503.14  (meters)          (10/12/00) GPS OBS
 QX0439  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 QX0439  DYNAMIC HT  -        1513.718 (meters)    4966.26  (feet)  COMP
 QX0439  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 QX0439
 QX0439  HORZ ORDER  -  A
 QX0439  VERT ORDER  -  FIRST     CLASS II
 QX0439  ELLP ORDER  -  THIRD     CLASS I
 QX0439
 QX0439.The horizontal coordinates were established by GPS observations
 QX0439.and adjusted by the National Geodetic Survey in October 2000..
 QX0439.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0439.DATUM ITEM on the data sheet items page.
 QX0439
 QX0439.The orthometric height was determined by differential leveling
 QX0439.and adjusted by the National Geodetic Survey in June 1991..
 QX0439.WARNING-GPS observations at this control monument resulted in a GPS
 QX0439.derived orthometric height which differed from the leveled height by
 QX0439.more than one decimeter (0.1 meter).
 QX0439
 QX0439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0439
 QX0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0439
 QX0439.The ellipsoidal height was determined by GPS observations
 QX0439.and is referenced to NAD 83.
 QX0439
 QX0439.The geoid height was determined by GEOID03.
 QX0439
 QX0439.The dynamic height is computed by dividing the NAVD 88
 QX0439.geopotential number by the normal gravity value computed on the
 QX0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0439.degrees latitude (g = 980.6199 gals.).
 QX0439
 QX0439.The modeled gravity was interpolated from observed gravity values.
 QX0439
 QX0439;                    North         East     Units Scale Factor Converg.
 QX0439;SPC MT       -   162,901.952   422,255.756   MT  0.99965499   -1 40 12.3
 QX0439;SPC MT       -   534,455.22  1,385,353.53   iFT  0.99965499   -1 40 12.3
 QX0439;UTM  12      - 5,060,178.876   439,030.643   MT  0.99964570   -0 33 37.4
 QX0439
 QX0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0439!SPC MT       -   0.99976440  x   0.99965499  =   0.99941947
 QX0439!UTM  12      -   0.99976440  x   0.99964570  =   0.99941019
 QX0439
 QX0439                          SUPERSEDED SURVEY CONTROL
 QX0439
 QX0439  NAD 83(1992)-  45 41 32.92335(N)    111 46 59.02570(W) AD(       ) B
 QX0439  ELLIP H (05/15/92) 1503.25   (m)                       GP(       ) 4 2
 QX0439  NAD 83(1992)-  45 41 32.91428(N)    111 46 59.01018(W) AD(       ) 1
 QX0439  NAD 27      -  45 41 33.17362(N)    111 46 56.08343(W) AD(       ) 1
 QX0439  NAVD 88 (10/12/00) 1514.23   (m)         4967.9    (f) LEVELING    3  
 QX0439  NAVD 88 (07/22/93) 1514.23   (m)         4967.9    (f) LEVELING    3  
 QX0439  NAVD 88 (05/28/92) 1514.23   (m)         4967.9    (f) LEVELING    3  
 QX0439  NGVD 29 (08/20/92) 1513.137  (m)         4964.35   (f) ADJUSTED    1 2
 QX0439
 QX0439.Superseded values are not recommended for survey control.
 QX0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0439.See file dsdata.txt to determine how the superseded data were derived.
 QX0439
 QX0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR3903160179(NAD 83)
 QX0439_MARKER: DB = BENCH MARK DISK
 QX0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0439_SP_SET: CONCRETE POST
 QX0439_STAMPING: F 145 1959
 QX0439_MARK LOGO: CGS   
 QX0439_PROJECTION: PROJECTING 10 CENTIMETERS
 QX0439_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0439+STABILITY: SURFACE MOTION
 QX0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0439+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 QX0439
 QX0439  HISTORY     - Date     Condition        Report By
 QX0439  HISTORY     - 1959     MONUMENTED       CGS
 QX0439  HISTORY     - 1984     GOOD             USGS
 QX0439  HISTORY     - 1987     GOOD             NGS
 QX0439  HISTORY     - 1987     GOOD             NGS
 QX0439  HISTORY     - 19911023 GOOD             NGS
 QX0439  HISTORY     - 19920915 GOOD             MTDOT
 QX0439  HISTORY     - 19931116 GOOD             NGS
 QX0439  HISTORY     - 19950112 GOOD             MTDOT
 QX0439  HISTORY     - 19950207 GOOD             MTDOT
 QX0439  HISTORY     - 19990607 GOOD             NGS
 QX0439  HISTORY     - 20060316 GOOD             INDIV
 QX0439
 QX0439                          STATION DESCRIPTION
 QX0439
 QX0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0439'0.55 MI S FROM HARRISON.
 QX0439'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE NORTHERN
 QX0439'PACIFIC RAILROAD STATION AT HARRISON, ON THE LINE BETWEEN SECTIONS 1
 QX0439'AND 6, T 2 S, R 1 W, AT THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH,
 QX0439'293 FEET SOUTH OF THE CENTER OF THE JUNCTION, 82 FEET WEST OF THE
 QX0439'CENTER LINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF THE
 QX0439'GRAVELED ROAD, 3 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET WEST OF
 QX0439'A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 QX0439'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QX0439
 QX0439                          STATION RECOVERY (1984)
 QX0439
 QX0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0439'0.6 MILES SOUTHEAST OF HARRISON MT., ABOUT 0.6 MILE SOUTH ALONG U.S.
 QX0439'287 FROM THE SCHOOL HOUSE AT HARRISON AT THE JUNCTION OF A GRAVEL
 QX0439'ROAD LEADING SOUTH, 86 FEET WEST OF HIGHWAY, 146 FEET NORTH OF THE
 QX0439'GRAVEL ROAD, 92 FEET NORTH OF A FENCE CORNER, 1.5 FEET SOUTH OF A
 QX0439'WITNESS POST, ON TOP OF A CONCRETE POST A STANDARD TABLET STAMPED
 QX0439
 QX0439                          STATION RECOVERY (1987)
 QX0439
 QX0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 QX0439'THE STATION WAS RECOVERED AT THIS DATE.
 QX0439'
 QX0439'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 QX0439'SOUTHEAST OF HARRISON, ALONG U.S. HIGHWAY 287 RIGHT-OF-WAY, JUST
 QX0439'NORTHWEST OF A GRAVEL ROAD LEADING SOUTH, ON THE DIVIDE LINE
 QX0439'BETWEEN SECTIONS 1 (R 2 W) AND 6 (R 1 W), T 2 S.
 QX0439'OWNERSHIP--STATE DEPARTMENT OF HIGHWAYS.
 QX0439'
 QX0439'TO REACH THE STATION FROM THE HARRISON SCHOOL BUILDING AT THE SOUTH
 QX0439'END OF HARRISON, GO SOUTHEAST FOR 0.8 KM (0.5 MI) ON HIGHWAY 287 TO
 QX0439'THE STATION ON THE RIGHT, ON A 10 METER HIGH CUT BANK.  FOR
 QX0439'EASIEST ACCESS TO STATION, CONTINUE AHEAD TO ROAD RIGHT, TURN
 QX0439'RIGHT FOR 25 METERS TO A WIDE SPOT AND EASIER CLIMB.
 QX0439'
 QX0439'THE STATION IS A STANDARD CGS BENCH MARK DISK
 QX0439'STAMPED---F 145 1959---,
 QX0439'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QX0439'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 QX0439'50 METERS (164 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 QX0439'DIRT ROAD,
 QX0439'28.1 METERS (92.2 FT) NORTH-NORTHWEST FROM A FENCE CORNER,
 QX0439'7.6 METERS (24.9 FT) NORTHEAST FROM THE RIGHT-OF-WAY FENCE,
 QX0439'4.5 METERS (14.8 FT) SOUTHWEST FROM THE BANK EDGE,
 QX0439'0.5 METERS (1.6 FT) SOUTHEAST FROM A METAL WITNESS POST AND ABOUT 25
 QX0439'METERS (82 FT) FROM THE CENTER OF THE HIGHWAY.
 QX0439'
 QX0439'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 QX0439'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 QX0439'
 QX0439'THIS STATION SUITABLE FOR GPS SURVEYS.
 QX0439'
 QX0439'DESCRIBED BY G.R. HEID.
 QX0439
 QX0439                          STATION RECOVERY (1987)
 QX0439
 QX0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0439'THE MARK IS 8.0 M ABOVE THE HIGHWAY.
 QX0439'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.0 KM
 QX0439'(0.60 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 QX0439'IN HARRISON, 43.5 M (142.7 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 QX0439'ROAD, 25.5 M (83.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 QX0439'AND 7.6 M (24.9 FT) NORTHEAST OF A FENCE.
 QX0439'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 QX0439
 QX0439                          STATION RECOVERY (1991)
 QX0439
 QX0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QX0439'THE STATION IS LOCATED ABOUT 1 KM (0.6 MI) SOUTHEAST OF HARRISON,
 QX0439'ALONG U.S. HIGHWAY 287, ON THE RIGHT-OF-WAY, AT MILE 74.95, JUST
 QX0439'NORTHWEST OF A GRAVEL ROAD LEADING SOUTH, ON TOP OF A HIGH CUTBANK,
 QX0439'ON THE DIVIDE LINE BETWEEN SECTIONS 1 (R2W) AND 6 (R1W), T2S.
 QX0439'OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 QX0439'TO REACH THE STATION FROM THE HARRISON HIGH SCHOOL BUILDING AT THE
 QX0439'SOUTH END OF HARRISON, GO SOUTHEAST ON HIGHWAY 287 FOR 0.5 MI
 QX0439'(0.8 KM) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A GRAVEL
 QX0439'ROAD RIGHT.  NOTE--FOR EASIER CLIMB TO STATION, CONTINUE AHEAD TO
 QX0439'ROAD RIGHT, TURN RIGHT FOR 25 M (82.0 FT) .
 QX0439'THE STATION IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 QX0439'PROJECTING 5 CM ABOVE GROUND.  LOCATED 50 M (164.0 FT) NORTHWEST OF
 QX0439'THE GRAVEL ROAD CENTER, 26.1 M (85.6 FT) (SLOPE) SOUTHWEST OF THE
 QX0439'HIGHWAY CENTER, 28.1 M (92.2 FT) NORTH-NORTHWEST OF A FENCE CORNER,
 QX0439'7.6 M (24.9 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE, 4.5 M (14.8 FT)
 QX0439'SOUTHWEST OF THE BANK EDGE AND 0.5 M (1.6 FT) SOUTHEAST OF A METAL
 QX0439'WITNESS POST.
 QX0439
 QX0439                          STATION RECOVERY (1992)
 QX0439
 QX0439'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1992
 QX0439'RECOVERED IN GOOD CONDITION.
 QX0439
 QX0439                          STATION RECOVERY (1993)
 QX0439
 QX0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 QX0439'RECOVERED IN GOOD CONDITION.
 QX0439
 QX0439                          STATION RECOVERY (1995)
 QX0439
 QX0439'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QX0439'RECOVERED AS DESCRIBED.
 QX0439
 QX0439                          STATION RECOVERY (1995)
 QX0439
 QX0439'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QX0439'RECOVERED AS DESCRIBED.
 QX0439
 QX0439                          STATION RECOVERY (1999)
 QX0439
 QX0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QX0439'RECOVERED AS DESCRIBED.
 QX0439
 QX0439                          STATION RECOVERY (2006)
 QX0439
 QX0439'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CLB)
 QX0439'RECOVERDED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0342 ***********************************************************************
 QX0342  DESIGNATION -  F 146
 QX0342  PID         -  QX0342
 QX0342  STATE/COUNTY-  MT/MADISON
 QX0342  USGS QUAD   -  ENNIS (1988)
 QX0342
 QX0342                         *CURRENT SURVEY CONTROL
 QX0342  ___________________________________________________________________
 QX0342* NAD 83(1986)-  45 17 22.     (N)    111 41 05.     (W)     SCALED    
 QX0342* NAVD 88     -      1571.208  (meters)    5154.87   (feet)  ADJUSTED  
 QX0342  ___________________________________________________________________
 QX0342  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 QX0342  DYNAMIC HT  -        1570.524 (meters)    5152.63  (feet)  COMP
 QX0342  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 QX0342
 QX0342  VERT ORDER  -  FIRST     CLASS II
 QX0342
 QX0342.The horizontal coordinates were scaled from a topographic map and have
 QX0342.an estimated accuracy of +/- 6 seconds.
 QX0342
 QX0342.The orthometric height was determined by differential leveling
 QX0342.and adjusted by the National Geodetic Survey in June 1991..
 QX0342
 QX0342.The geoid height was determined by GEOID03.
 QX0342
 QX0342.The dynamic height is computed by dividing the NAVD 88
 QX0342.geopotential number by the normal gravity value computed on the
 QX0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0342.degrees latitude (g = 980.6199 gals.).
 QX0342
 QX0342.The modeled gravity was interpolated from observed gravity values.
 QX0342
 QX0342;                    North         East    Units  Estimated Accuracy
 QX0342;SPC MT       -   117,920.      428,660.      MT  (+/- 180 meters Scaled)
 QX0342
 QX0342                          SUPERSEDED SURVEY CONTROL
 QX0342
 QX0342  NGVD 29 (08/20/92) 1570.009  (m)         5150.94   (f) ADJUSTED    1 2
 QX0342
 QX0342.Superseded values are not recommended for survey control.
 QX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0342.See file dsdata.txt to determine how the superseded data were derived.
 QX0342
 QX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR463153(NAD 83)
 QX0342_MARKER: DB = BENCH MARK DISK
 QX0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0342_SP_SET: CONCRETE POST
 QX0342_STAMPING: F 146 1959
 QX0342_MARK LOGO: CGS   
 QX0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0342+STABILITY: SURFACE MOTION
 QX0342
 QX0342  HISTORY     - Date     Condition        Report By
 QX0342  HISTORY     - 1959     MONUMENTED       CGS
 QX0342  HISTORY     - 1987     GOOD             NGS
 QX0342
 QX0342                          STATION DESCRIPTION
 QX0342
 QX0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0342'5.25 MI SE FROM ENNIS.
 QX0342'5.25 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE HIGHSCHOOL AT
 QX0342'ENNIS, IN THE NORTHEAST 1/4 OF SECTION 26, T 6 S, R 1 W, 48 FEET
 QX0342'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, BETWEEN TWO HILLS WHICH
 QX0342'ARE ON THE NORTHEAST SIDE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A FENCE,
 QX0342'2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 QX0342'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 QX0342'INCHES.
 QX0342
 QX0342                          STATION RECOVERY (1987)
 QX0342
 QX0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0145 ***********************************************************************
 RU0145  DESIGNATION -  F 147
 RU0145  PID         -  RU0145
 RU0145  STATE/COUNTY-  MT/ROSEBUD
 RU0145  USGS QUAD   -  FORSYTH (1984)
 RU0145
 RU0145                         *CURRENT SURVEY CONTROL
 RU0145  ___________________________________________________________________
 RU0145* NAD 83(1986)-  46 15 55.     (N)    106 41 46.     (W)     SCALED    
 RU0145* NAVD 88     -       783.140  (meters)    2569.35   (feet)  ADJUSTED  
 RU0145  ___________________________________________________________________
 RU0145  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RU0145  DYNAMIC HT  -         783.062 (meters)    2569.10  (feet)  COMP
 RU0145  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 RU0145
 RU0145  VERT ORDER  -  FIRST     CLASS II
 RU0145
 RU0145.The horizontal coordinates were scaled from a topographic map and have
 RU0145.an estimated accuracy of +/- 6 seconds.
 RU0145
 RU0145.The orthometric height was determined by differential leveling
 RU0145.and adjusted by the National Geodetic Survey in June 1991..
 RU0145
 RU0145.The geoid height was determined by GEOID03.
 RU0145
 RU0145.The dynamic height is computed by dividing the NAVD 88
 RU0145.geopotential number by the normal gravity value computed on the
 RU0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0145.degrees latitude (g = 980.6199 gals.).
 RU0145
 RU0145.The modeled gravity was interpolated from observed gravity values.
 RU0145
 RU0145;                    North         East    Units  Estimated Accuracy
 RU0145;SPC MT       -   227,820.      816,000.      MT  (+/- 180 meters Scaled)
 RU0145
 RU0145                          SUPERSEDED SURVEY CONTROL
 RU0145
 RU0145  NGVD 29 (??/??/92)  782.516  (m)         2567.30   (f) ADJ UNCH    1 2
 RU0145
 RU0145.Superseded values are not recommended for survey control.
 RU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0145.See file dsdata.txt to determine how the superseded data were derived.
 RU0145
 RU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM692249(NAD 83)
 RU0145_MARKER: DB = BENCH MARK DISK
 RU0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0145_SP_SET: BRIDGE
 RU0145_STAMPING: F 147 1960
 RU0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0145
 RU0145  HISTORY     - Date     Condition        Report By
 RU0145  HISTORY     - 1960     MONUMENTED       CGS
 RU0145
 RU0145                          STATION DESCRIPTION
 RU0145
 RU0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0145'1.35 MI NW FROM FORSYTH.
 RU0145'ABOUT 0.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0145'STATION AT FORSYTH, THENCE 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 12,
 RU0145'IN SECTION 22, R 40 E, T 6 N, SET IN THE TOP OF THE NORTH END OF THE
 RU0145'WEST WALKWAY ON THE BRIDGE OVER YELLOWSTONE RIVER, 16 FEET WEST OF THE
 RU0145'CENTER LINE OF THE HIGHWAY, 366 FEET SOUTH OF THE CENTER OF THE
 RU0145'INTERSECTION OF A PAVED ROAD LEADING EAST, AND ABOUT 6 INCHES ABOVE
 RU0145'THE HIGHWAY.  NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING 0.2 MILE
 RU0145'WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM
 RU0145'THE STATION AT FORSYTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0052 ***********************************************************************
 RU0052  DESIGNATION -  F 148
 RU0052  PID         -  RU0052
 RU0052  STATE/COUNTY-  MT/ROSEBUD
 RU0052  USGS QUAD   -  ROSEBUD (1968)
 RU0052
 RU0052                         *CURRENT SURVEY CONTROL
 RU0052  ___________________________________________________________________
 RU0052* NAD 83(1986)-  46 17 10.     (N)    106 23 59.     (W)     SCALED    
 RU0052* NAVD 88     -       752.200  (meters)    2467.84   (feet)  ADJUSTED  
 RU0052  ___________________________________________________________________
 RU0052  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 RU0052  DYNAMIC HT  -         752.132 (meters)    2467.62  (feet)  COMP
 RU0052  MODELED GRAV-     980,499.4   (mgal)                       NAVD 88
 RU0052
 RU0052  VERT ORDER  -  FIRST     CLASS II
 RU0052
 RU0052.The horizontal coordinates were scaled from a topographic map and have
 RU0052.an estimated accuracy of +/- 6 seconds.
 RU0052
 RU0052.The orthometric height was determined by differential leveling
 RU0052.and adjusted by the National Geodetic Survey in June 1991..
 RU0052
 RU0052.The geoid height was determined by GEOID03.
 RU0052
 RU0052.The dynamic height is computed by dividing the NAVD 88
 RU0052.geopotential number by the normal gravity value computed on the
 RU0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0052.degrees latitude (g = 980.6199 gals.).
 RU0052
 RU0052.The modeled gravity was interpolated from observed gravity values.
 RU0052
 RU0052;                    North         East    Units  Estimated Accuracy
 RU0052;SPC MT       -   230,990.      838,730.      MT  (+/- 180 meters Scaled)
 RU0052
 RU0052                          SUPERSEDED SURVEY CONTROL
 RU0052
 RU0052  NGVD 29 (??/??/92)  751.599  (m)         2465.87   (f) ADJ UNCH    1 2
 RU0052
 RU0052.Superseded values are not recommended for survey control.
 RU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0052.See file dsdata.txt to determine how the superseded data were derived.
 RU0052
 RU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM921267(NAD 83)
 RU0052_MARKER: DB = BENCH MARK DISK
 RU0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0052_SP_SET: BRIDGE ABUTMENT
 RU0052_STAMPING: F 148 1960
 RU0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0052
 RU0052  HISTORY     - Date     Condition        Report By
 RU0052  HISTORY     - 1960     MONUMENTED       CGS
 RU0052
 RU0052                          STATION DESCRIPTION
 RU0052
 RU0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0052'2.25 MI NE FROM ROSEBUD.
 RU0052'ABOUT 2.25 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0052'STATION AT ROSEBUD, 18 RAILS SOUTHWEST OF MILEPOST 109, IN SECTION 7,
 RU0052'R 43 E, T 6 N, SET IN THE TOP OF THE SOUTHEAST END OF THE EAST
 RU0052'CONCRETE ABUTMENT OF BRIDGE NUMBER 109, 6 1/2 FEET SOUTHEAST OF THE
 RU0052'SOUTHEAST RAIL, AND ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0078 ***********************************************************************
 RU0078  DESIGNATION -  F 149
 RU0078  PID         -  RU0078
 RU0078  STATE/COUNTY-  MT/CUSTER
 RU0078  USGS QUAD   -  HORTON (1980)
 RU0078
 RU0078                         *CURRENT SURVEY CONTROL
 RU0078  ___________________________________________________________________
 RU0078* NAD 83(1986)-  46 20 49.     (N)    106 01 25.     (W)     SCALED    
 RU0078* NAVD 88     -       729.712  (meters)    2394.06   (feet)  ADJUSTED  
 RU0078  ___________________________________________________________________
 RU0078  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 RU0078  DYNAMIC HT  -         729.649 (meters)    2393.86  (feet)  COMP
 RU0078  MODELED GRAV-     980,503.4   (mgal)                       NAVD 88
 RU0078
 RU0078  VERT ORDER  -  FIRST     CLASS II
 RU0078
 RU0078.The horizontal coordinates were scaled from a topographic map and have
 RU0078.an estimated accuracy of +/- 6 seconds.
 RU0078
 RU0078.The orthometric height was determined by differential leveling
 RU0078.and adjusted by the National Geodetic Survey in June 1991..
 RU0078
 RU0078.The geoid height was determined by GEOID03.
 RU0078
 RU0078.The dynamic height is computed by dividing the NAVD 88
 RU0078.geopotential number by the normal gravity value computed on the
 RU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0078.degrees latitude (g = 980.6199 gals.).
 RU0078
 RU0078.The modeled gravity was interpolated from observed gravity values.
 RU0078
 RU0078;                    North         East    Units  Estimated Accuracy
 RU0078;SPC MT       -   238,960.      867,370.      MT  (+/- 180 meters Scaled)
 RU0078
 RU0078                          SUPERSEDED SURVEY CONTROL
 RU0078
 RU0078  NGVD 29 (??/??/92)  729.112  (m)         2392.09   (f) ADJ UNCH    1 2
 RU0078
 RU0078.Superseded values are not recommended for survey control.
 RU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0078.See file dsdata.txt to determine how the superseded data were derived.
 RU0078
 RU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM212331(NAD 83)
 RU0078_MARKER: DB = BENCH MARK DISK
 RU0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RU0078_SP_SET: CULVERT
 RU0078_STAMPING: F 149 1960
 RU0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0078
 RU0078  HISTORY     - Date     Condition        Report By
 RU0078  HISTORY     - 1960     MONUMENTED       CGS
 RU0078
 RU0078                          STATION DESCRIPTION
 RU0078
 RU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0078'10.05 MI SW FROM MILES CITY.
 RU0078'ABOUT 10.05 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RU0078'THE STATION AT MILES CITY, 15 POLES NORTHEAST OF MILEPOST 89, 0.6 MILE
 RU0078'SOUTHWEST OF MILEPOST 88, IN SECTION 19, T 7 N, R 46 E, SET IN THE TOP
 RU0078'AND THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A SMALL CULVERT, 15
 RU0078'FEET SOUTH OF THE CENTER LINE OF THE SOUTH RAIL, 35 FEET NORTH OF
 RU0078'TELEPHONE POLE 36 G, AND ABOUT 1 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0405 ***********************************************************************
 SU0405  DESIGNATION -  F 15
 SU0405  PID         -  SU0405
 SU0405  STATE/COUNTY-  MT/MINERAL
 SU0405  USGS QUAD   -  SAINT REGIS (1988)
 SU0405
 SU0405                         *CURRENT SURVEY CONTROL
 SU0405  ___________________________________________________________________
 SU0405* NAD 83(1986)-  47 17 32.     (N)    115 05 33.     (W)     SCALED    
 SU0405* NAVD 88     -       807.487  (meters)    2649.23   (feet)  ADJUSTED  
 SU0405  ___________________________________________________________________
 SU0405  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 SU0405  DYNAMIC HT  -         807.424 (meters)    2649.02  (feet)  COMP
 SU0405  MODELED GRAV-     980,509.7   (mgal)                       NAVD 88
 SU0405
 SU0405  VERT ORDER  -  FIRST     CLASS II
 SU0405
 SU0405.The horizontal coordinates were scaled from a topographic map and have
 SU0405.an estimated accuracy of +/- 6 seconds.
 SU0405
 SU0405.The orthometric height was determined by differential leveling
 SU0405.and adjusted by the National Geodetic Survey in June 1991..
 SU0405
 SU0405.The geoid height was determined by GEOID03.
 SU0405
 SU0405.The dynamic height is computed by dividing the NAVD 88
 SU0405.geopotential number by the normal gravity value computed on the
 SU0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0405.degrees latitude (g = 980.6199 gals.).
 SU0405
 SU0405.The modeled gravity was interpolated from observed gravity values.
 SU0405
 SU0405;                    North         East    Units  Estimated Accuracy
 SU0405;SPC MT       -   353,130.      177,590.      MT  (+/- 180 meters Scaled)
 SU0405
 SU0405                          SUPERSEDED SURVEY CONTROL
 SU0405
 SU0405  NGVD 29 (??/??/92)  806.346  (m)         2645.49   (f) ADJ UNCH    1 2
 SU0405
 SU0405.Superseded values are not recommended for survey control.
 SU0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0405.See file dsdata.txt to determine how the superseded data were derived.
 SU0405
 SU0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN442394(NAD 83)
 SU0405_MARKER: DB = BENCH MARK DISK
 SU0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0405_SP_SET: ABUTMENT
 SU0405_STAMPING: F 15 1914
 SU0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0405
 SU0405  HISTORY     - Date     Condition        Report By
 SU0405  HISTORY     - 1914     MONUMENTED       CGS
 SU0405  HISTORY     - 1944     GOOD             NGS
 SU0405  HISTORY     - 1980     GOOD             NGS
 SU0405  HISTORY     - 1982     GOOD             LOCENG
 SU0405
 SU0405                          STATION DESCRIPTION
 SU0405
 SU0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 SU0405'IN ST REGIS.
 SU0405'AT ST. REGIS, MINERAL COUNTY, 31 FEET SOUTH OF THE SOUTH END OF THE
 SU0405'NORTHERN PACIFIC RAILWAY STATION, IN THE NORTH SIDE OF THE WEST
 SU0405'CONCRETE ABUTMENT OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0405'RAILROAD BRIDGE OVER CLARK FORK AND THE N.P. RY., 36.5 FEET WEST OF
 SU0405'THE CENTERLINE OF THE N.P. RY. TRACK, AND ABOUT 5 FEET ABOVE THE
 SU0405'TRACK.  A STANDARD DISK, STAMPED F 15 1914 AND SET VERTICALLY. NOTE--
 SU0405'BM STAMPED F 15 1914 IN 1944.
 SU0405
 SU0405                          STATION RECOVERY (1944)
 SU0405
 SU0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 SU0405'RECOVERED IN GOOD CONDITION.
 SU0405
 SU0405                          STATION RECOVERY (1980)
 SU0405
 SU0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0405'RECOVERED IN GOOD CONDITION.
 SU0405
 SU0405                          STATION RECOVERY (1982)
 SU0405
 SU0405'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 SU0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0340 ***********************************************************************
 RT0340  DESIGNATION -  F 150
 RT0340  PID         -  RT0340
 RT0340  STATE/COUNTY-  MT/CUSTER
 RT0340  USGS QUAD   -  SHIRLEY (1969)
 RT0340
 RT0340                         *CURRENT SURVEY CONTROL
 RT0340  ___________________________________________________________________
 RT0340* NAD 83(1986)-  46 35 25.     (N)    105 34 52.     (W)     SCALED    
 RT0340* NAVD 88     -       694.854  (meters)    2279.70   (feet)  ADJUSTED  
 RT0340  ___________________________________________________________________
 RT0340  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 RT0340  DYNAMIC HT  -         694.822 (meters)    2279.60  (feet)  COMP
 RT0340  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 RT0340
 RT0340  VERT ORDER  -  FIRST     CLASS II
 RT0340
 RT0340.The horizontal coordinates were scaled from a topographic map and have
 RT0340.an estimated accuracy of +/- 6 seconds.
 RT0340
 RT0340.The orthometric height was determined by differential leveling
 RT0340.and adjusted by the National Geodetic Survey in June 1991..
 RT0340
 RT0340.The geoid height was determined by GEOID03.
 RT0340
 RT0340.The dynamic height is computed by dividing the NAVD 88
 RT0340.geopotential number by the normal gravity value computed on the
 RT0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0340.degrees latitude (g = 980.6199 gals.).
 RT0340
 RT0340.The modeled gravity was interpolated from observed gravity values.
 RT0340
 RT0340;                    North         East    Units  Estimated Accuracy
 RT0340;SPC MT       -   267,560.      900,030.      MT  (+/- 180 meters Scaled)
 RT0340
 RT0340                          SUPERSEDED SURVEY CONTROL
 RT0340
 RT0340  NGVD 29 (??/??/92)  694.309  (m)         2277.91   (f) ADJ UNCH    1 2
 RT0340
 RT0340.Superseded values are not recommended for survey control.
 RT0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0340.See file dsdata.txt to determine how the superseded data were derived.
 RT0340
 RT0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM554597(NAD 83)
 RT0340_MARKER: DB = BENCH MARK DISK
 RT0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0340_STAMPING: F 150 1960
 RT0340_MARK LOGO: CGS   
 RT0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0340+STABILITY: SURFACE MOTION
 RT0340
 RT0340  HISTORY     - Date     Condition        Report By
 RT0340  HISTORY     - 1960     MONUMENTED       CGS
 RT0340  HISTORY     - 1981     GOOD             NGS
 RT0340
 RT0340                          STATION DESCRIPTION
 RT0340
 RT0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0340'18.8 MI NE FROM MILES CITY.
 RT0340'ABOUT 18.8 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0340'STATION AT MILES CITY, 11 FEET SOUTHWEST OF THE 10TH POLE NORTHEAST OF
 RT0340'MILEPOST 60, 13 RAILS SOUTHWEST OF THE SECTION HOUSE AT THE SHIRLEY
 RT0340'SIDING, IN SECTION 29, T 10 N, R 49 E, 61 FEET SOUTHEAST OF THE
 RT0340'SOUTHEAST RAIL, 108 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 RT0340'10, IN LINE WITH A ROW OF TELEPHONE POLES, 20 FEET NORTHWEST OF A
 RT0340'FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 RT0340'BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 RT0340'INCHES.
 RT0340
 RT0340                          STATION RECOVERY (1981)
 RT0340
 RT0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0170 ***********************************************************************
 SQ0170  DESIGNATION -  F 151
 SQ0170  PID         -  SQ0170
 SQ0170  STATE/COUNTY-  MT/GARFIELD
 SQ0170  USGS QUAD   -  COHAGEN NE (1965)
 SQ0170
 SQ0170                         *CURRENT SURVEY CONTROL
 SQ0170  ___________________________________________________________________
 SQ0170* NAD 83(1986)-  47 08 56.     (N)    106 35 33.     (W)     SCALED    
 SQ0170* NAVD 88     -       872.729  (meters)    2863.28   (feet)  ADJUSTED  
 SQ0170  ___________________________________________________________________
 SQ0170  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 SQ0170  DYNAMIC HT  -         872.707 (meters)    2863.21  (feet)  COMP
 SQ0170  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 SQ0170
 SQ0170  VERT ORDER  -  SECOND    CLASS 0
 SQ0170
 SQ0170.The horizontal coordinates were scaled from a topographic map and have
 SQ0170.an estimated accuracy of +/- 6 seconds.
 SQ0170
 SQ0170.The orthometric height was determined by differential leveling
 SQ0170.and adjusted by the National Geodetic Survey in June 1991..
 SQ0170
 SQ0170.The geoid height was determined by GEOID03.
 SQ0170
 SQ0170.The dynamic height is computed by dividing the NAVD 88
 SQ0170.geopotential number by the normal gravity value computed on the
 SQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0170.degrees latitude (g = 980.6199 gals.).
 SQ0170
 SQ0170.The modeled gravity was interpolated from observed gravity values.
 SQ0170
 SQ0170;                    North         East    Units  Estimated Accuracy
 SQ0170;SPC MT       -   326,210.      820,330.      MT  (+/- 180 meters Scaled)
 SQ0170
 SQ0170                          SUPERSEDED SURVEY CONTROL
 SQ0170
 SQ0170  NGVD 29 (??/??/92)  872.045  (m)         2861.03   (f) ADJ UNCH    2 0
 SQ0170
 SQ0170.Superseded values are not recommended for survey control.
 SQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0170.See file dsdata.txt to determine how the superseded data were derived.
 SQ0170
 SQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN792229(NAD 83)
 SQ0170_MARKER: DB = BENCH MARK DISK
 SQ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0170_STAMPING: F 151 1960
 SQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0170+STABILITY: SURFACE MOTION
 SQ0170
 SQ0170  HISTORY     - Date     Condition        Report By
 SQ0170  HISTORY     - 1960     MONUMENTED       CGS
 SQ0170
 SQ0170                          STATION DESCRIPTION
 SQ0170
 SQ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0170'13.65 MI N FROM COHAGEN.
 SQ0170'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0170'COHAGEN, THENCE 5.4 MILES EAST ALONG A GRADED DIRT ROAD, 0.4 MILE
 SQ0170'NORTH OF A STOCK POND, IN SECTION 7, T 16 N, R 40 E, 17 FEET EAST OF
 SQ0170'THE EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING NORTH TO THE
 SQ0170'COZZENS RANCH, 70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 38 FEET
 SQ0170'SOUTH OF A FENCE CORNER POST, 35 FEET SOUTHEAST OF A BRACED TELEPHONE
 SQ0170'POLE NUMBER 5E-85, 1 FOOT WEST OF A FENCE LINE, ABOUT 2 1/2 FEET BELOW
 SQ0170'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0166 ***********************************************************************
 RT0166  DESIGNATION -  F 153
 RT0166  PID         -  RT0166
 RT0166  STATE/COUNTY-  MT/PRAIRIE
 RT0166  USGS QUAD   -  FALLON SW (1983)
 RT0166
 RT0166                         *CURRENT SURVEY CONTROL
 RT0166  ___________________________________________________________________
 RT0166* NAD 83(1986)-  46 49 59.     (N)    105 07 50.     (W)     SCALED    
 RT0166* NAVD 88     -       673.405  (meters)    2209.33   (feet)  ADJUSTED  
 RT0166  ___________________________________________________________________
 RT0166  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 RT0166  DYNAMIC HT  -         673.395 (meters)    2209.30  (feet)  COMP
 RT0166  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 RT0166
 RT0166  VERT ORDER  -  FIRST     CLASS II
 RT0166
 RT0166.The horizontal coordinates were scaled from a topographic map and have
 RT0166.an estimated accuracy of +/- 6 seconds.
 RT0166
 RT0166.The orthometric height was determined by differential leveling
 RT0166.and adjusted by the National Geodetic Survey in June 1991..
 RT0166
 RT0166.The geoid height was determined by GEOID03.
 RT0166
 RT0166.The dynamic height is computed by dividing the NAVD 88
 RT0166.geopotential number by the normal gravity value computed on the
 RT0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0166.degrees latitude (g = 980.6199 gals.).
 RT0166
 RT0166.The modeled gravity was interpolated from observed gravity values.
 RT0166
 RT0166;                    North         East    Units  Estimated Accuracy
 RT0166;SPC MT       -   296,320.      932,980.      MT  (+/- 180 meters Scaled)
 RT0166
 RT0166                          SUPERSEDED SURVEY CONTROL
 RT0166
 RT0166  NGVD 29 (??/??/92)  672.871  (m)         2207.58   (f) ADJ UNCH    1 2
 RT0166
 RT0166.Superseded values are not recommended for survey control.
 RT0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0166.See file dsdata.txt to determine how the superseded data were derived.
 RT0166
 RT0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM900866(NAD 83)
 RT0166_MARKER: DB = BENCH MARK DISK
 RT0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0166_STAMPING: F 153 1960
 RT0166_MARK LOGO: CGS   
 RT0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0166+STABILITY: SURFACE MOTION
 RT0166
 RT0166  HISTORY     - Date     Condition        Report By
 RT0166  HISTORY     - 1960     MONUMENTED       CGS
 RT0166  HISTORY     - 1981     GOOD             NGS
 RT0166
 RT0166                          STATION DESCRIPTION
 RT0166
 RT0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0166'0.45 MI W FROM FALLON.
 RT0166'0.45 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0166'FALLON, 150 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOST 30, IN
 RT0166'SECTION 34, R 52 E, T 13 N, 132 FEET SOUTH OF THE SOUTH RAIL OF THE
 RT0166'MAIN TRACK, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 1.4 FEET WEST OF A
 RT0166'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A
 RT0166'CONCRETE POST PROJECTING 5 INCHES.
 RT0166
 RT0166                          STATION RECOVERY (1981)
 RT0166
 RT0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0053 ***********************************************************************
 QX0053  DESIGNATION -  F 155
 QX0053  PID         -  QX0053
 QX0053  STATE/COUNTY-  MT/PARK
 QX0053  USGS QUAD   -  PRAY (1988)
 QX0053
 QX0053                         *CURRENT SURVEY CONTROL
 QX0053  ___________________________________________________________________
 QX0053* NAD 83(1986)-  45 27 11.     (N)    110 37 57.     (W)     SCALED    
 QX0053* NAVD 88     -      1479.560  (meters)    4854.19   (feet)  ADJUSTED  
 QX0053  ___________________________________________________________________
 QX0053  GEOID HEIGHT-          -9.69  (meters)                     GEOID03
 QX0053  DYNAMIC HT  -        1478.996 (meters)    4852.34  (feet)  COMP
 QX0053  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 QX0053
 QX0053  VERT ORDER  -  FIRST     CLASS II
 QX0053
 QX0053.The horizontal coordinates were scaled from a topographic map and have
 QX0053.an estimated accuracy of +/- 6 seconds.
 QX0053
 QX0053.The orthometric height was determined by differential leveling
 QX0053.and adjusted by the National Geodetic Survey in June 1991..
 QX0053
 QX0053.The geoid height was determined by GEOID03.
 QX0053
 QX0053.The dynamic height is computed by dividing the NAVD 88
 QX0053.geopotential number by the normal gravity value computed on the
 QX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0053.degrees latitude (g = 980.6199 gals.).
 QX0053
 QX0053.The modeled gravity was interpolated from observed gravity values.
 QX0053
 QX0053;                    North         East    Units  Estimated Accuracy
 QX0053;SPC MT       -   134,350.      511,440.      MT  (+/- 180 meters Scaled)
 QX0053
 QX0053                          SUPERSEDED SURVEY CONTROL
 QX0053
 QX0053  NGVD 29 (??/??/92) 1478.379  (m)         4850.32   (f) ADJ UNCH    1 2
 QX0053
 QX0053.Superseded values are not recommended for survey control.
 QX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0053.See file dsdata.txt to determine how the superseded data were derived.
 QX0053
 QX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR287333(NAD 83)
 QX0053_MARKER: DB = BENCH MARK DISK
 QX0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0053_STAMPING: F 155 1960
 QX0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0053+STABILITY: SURFACE MOTION
 QX0053
 QX0053  HISTORY     - Date     Condition        Report By
 QX0053  HISTORY     - 1960     MONUMENTED       CGS
 QX0053  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0053  HISTORY     - 19851121 MARK NOT FOUND   USGS
 QX0053
 QX0053                          STATION DESCRIPTION
 QX0053
 QX0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0053'8.05 MI NE FROM EMIGRANT.
 QX0053'ABOUT 8.05 MILES NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0053'RAILWAY FROM THE POST OFFICE AT EMIGRANT, IN SECTION 29, T 4 S, R 9 E,
 QX0053'204 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM MILEPOST 15, 50
 QX0053'FEET EAST OF THE EAST RAIL, 39 FEET SOUTHEAST OF THE 2ND TELEPHONE
 QX0053'POLE NORTH OF MILEPOST 15, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 QX0053'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 QX0053
 QX0053                          STATION RECOVERY (1983)
 QX0053
 QX0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0053'MARK NOT FOUND.
 QX0053
 QX0053                          STATION RECOVERY (1985)
 QX0053
 QX0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (SGD)
 QX0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0067 ***********************************************************************
 SP0067  DESIGNATION -  F 156
 SP0067  PID         -  SP0067
 SP0067  STATE/COUNTY-  MT/DAWSON
 SP0067  USGS QUAD   -  ALLARD (1967)
 SP0067
 SP0067                         *CURRENT SURVEY CONTROL
 SP0067  ___________________________________________________________________
 SP0067* NAD 83(1986)-  47 05 03.     (N)    104 37 31.     (W)     SCALED    
 SP0067* NAVD 88     -       653.562  (meters)    2144.23   (feet)  ADJUSTED  
 SP0067  ___________________________________________________________________
 SP0067  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 SP0067  DYNAMIC HT  -         653.578 (meters)    2144.28  (feet)  COMP
 SP0067  MODELED GRAV-     980,615.6   (mgal)                       NAVD 88
 SP0067
 SP0067  VERT ORDER  -  FIRST     CLASS II
 SP0067
 SP0067.The horizontal coordinates were scaled from a topographic map and have
 SP0067.an estimated accuracy of +/- 6 seconds.
 SP0067
 SP0067.The orthometric height was determined by differential leveling
 SP0067.and adjusted by the National Geodetic Survey in June 1991..
 SP0067
 SP0067.The geoid height was determined by GEOID03.
 SP0067
 SP0067.The dynamic height is computed by dividing the NAVD 88
 SP0067.geopotential number by the normal gravity value computed on the
 SP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0067.degrees latitude (g = 980.6199 gals.).
 SP0067
 SP0067.The modeled gravity was interpolated from observed gravity values.
 SP0067
 SP0067;                    North         East    Units  Estimated Accuracy
 SP0067;SPC MT       -   326,440.      969,710.      MT  (+/- 180 meters Scaled)
 SP0067
 SP0067                          SUPERSEDED SURVEY CONTROL
 SP0067
 SP0067  NGVD 29 (??/??/92)  653.011  (m)         2142.42   (f) ADJ UNCH    1 2
 SP0067
 SP0067.Superseded values are not recommended for survey control.
 SP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0067.See file dsdata.txt to determine how the superseded data were derived.
 SP0067
 SP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN284145(NAD 83)
 SP0067_MARKER: DB = BENCH MARK DISK
 SP0067_SETTING: 66 = SET IN ROCK OUTCROP
 SP0067_SP_SET: FLAT ROCK
 SP0067_STAMPING: F 156 1960
 SP0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SP0067+STABILITY: POSITION/ELEVATION WELL
 SP0067
 SP0067  HISTORY     - Date     Condition        Report By
 SP0067  HISTORY     - 1960     MONUMENTED       CGS
 SP0067  HISTORY     - 1982     MARK NOT FOUND   NGS
 SP0067
 SP0067                          STATION DESCRIPTION
 SP0067
 SP0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SP0067'6.1 MI E FROM GLENDIVE.
 SP0067'6.1 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SP0067'GLENDIVE, 11 POLES SOUTHEAST OF MILEPOST 210, AT THE SOUTHEAST END OF
 SP0067'A SIDETRACK, IN SECTION 4, R 56 E, T 15 N, SET IN THE TOP OF A 3 X 4
 SP0067'FEET FLAT ROCK WHICH IS ABOUT FLUSH WITH THE GROUND, 63 FEET SOUTHWEST
 SP0067'OF THE SOUTHWEST RAIL, 57 FEET SOUTHWEST OF A SEMAPHORE SIGNAL NUMBER
 SP0067'2098, 27 FEET NORTHWEST OF A TELEPHONE POLE, 15 FEET NORTHEAST OF A
 SP0067'FENCE, AND ABOUT 3 FEET BELOW THE TRACK.
 SP0067
 SP0067                          STATION RECOVERY (1982)
 SP0067
 SP0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SP0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0570 ***********************************************************************
 SU0570  DESIGNATION -  F 16 RESET
 SU0570  PID         -  SU0570
 SU0570  STATE/COUNTY-  MT/SANDERS
 SU0570  USGS QUAD   -  TROUT CREEK (1983)
 SU0570
 SU0570                         *CURRENT SURVEY CONTROL
 SU0570  ___________________________________________________________________
 SU0570* NAD 83(1986)-  47 49 58.     (N)    115 35 33.     (W)     SCALED    
 SU0570* NAVD 88     -       721.078  (meters)    2365.74   (feet)  ADJUSTED  
 SU0570  ___________________________________________________________________
 SU0570  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 SU0570  DYNAMIC HT  -         721.086 (meters)    2365.76  (feet)  COMP
 SU0570  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 SU0570
 SU0570  VERT ORDER  -  FIRST     CLASS II
 SU0570
 SU0570.The horizontal coordinates were scaled from a topographic map and have
 SU0570.an estimated accuracy of +/- 6 seconds.
 SU0570
 SU0570.The orthometric height was determined by differential leveling
 SU0570.and adjusted by the National Geodetic Survey in June 1991..
 SU0570
 SU0570.The geoid height was determined by GEOID03.
 SU0570
 SU0570.The dynamic height is computed by dividing the NAVD 88
 SU0570.geopotential number by the normal gravity value computed on the
 SU0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0570.degrees latitude (g = 980.6199 gals.).
 SU0570
 SU0570.The modeled gravity was interpolated from observed gravity values.
 SU0570
 SU0570;                    North         East    Units  Estimated Accuracy
 SU0570;SPC MT       -   415,830.      144,570.      MT  (+/- 180 meters Scaled)
 SU0570
 SU0570                          SUPERSEDED SURVEY CONTROL
 SU0570
 SU0570  NGVD 29 (??/??/92)  719.911  (m)         2361.91   (f) ADJ UNCH    1 2
 SU0570
 SU0570.Superseded values are not recommended for survey control.
 SU0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0570.See file dsdata.txt to determine how the superseded data were derived.
 SU0570
 SU0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN053986(NAD 83)
 SU0570_MARKER: DB = BENCH MARK DISK
 SU0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0570_STAMPING: F 16 1914 RESET 1952
 SU0570_PROJECTION: PROJECTING 15 CENTIMETERS
 SU0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0570+STABILITY: SURFACE MOTION
 SU0570
 SU0570  HISTORY     - Date     Condition        Report By
 SU0570  HISTORY     - 1952     MONUMENTED       CGS
 SU0570  HISTORY     - 1959     GOOD             NGS
 SU0570  HISTORY     - 1980     GOOD             NGS
 SU0570
 SU0570                          STATION DESCRIPTION
 SU0570
 SU0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0570'0.3 MI SE FROM TROUT CREEK.
 SU0570'0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SU0570'AT TROUT CREEK, AT A LARGE WATER TANK, 99 FEET EAST OF THE EAST RAIL,
 SU0570'46 FEET WEST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 2.5
 SU0570'FEET SOUTH OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION FOR THE
 SU0570'NORTHWEST LEG OF THE TANK, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET
 SU0570'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 SU0570
 SU0570                          STATION RECOVERY (1959)
 SU0570
 SU0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SU0570'RECOVERED IN GOOD CONDITION.
 SU0570
 SU0570                          STATION RECOVERY (1980)
 SU0570
 SU0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0570'0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG STATE HIGHWAY 200 FROM THE
 SU0570'POST OFFICE ING TROUT CREEK, THENCE 0.25 KILOMETER (0.15 MILE)
 SU0570'SOUTHWEST ALONG A PAVED ROAD, THENCE 0.6 KILOMETER (0.4 MILE)
 SU0570'SOUTHEAST ALONG A PAVED ROAD, THENCE 0.2 KILOMETER (0.1 MILE)
 SU0570'NORTHWEST ALONG THE BURLINGTON NORTHERN RAILWAY, 0.5 KILOMETER (0.3
 SU0570'MILE) SOUTHEAST OF THE TROUT CREEK SIDING SIGN, 30.2 METERS (99.0
 SU0570'FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACKS, 36.4 METERS
 SU0570'(119 FEET) SOUTH ACROSS THE ROAD FROM POWER LINE POLE NUMBER C 386
 SU0570'WITH A TRANSFORMER, 14.0 METERS (46.0 FEET) SOUTHWEST OF THE
 SU0570'CENTERLINE OF THE PAVED ROAD PARALLELING THE TRACKS, 0.75 METER
 SU0570'(2.5 FEET) SOUTH OF THE SOUTH CONCRETE FOUNDATION FOR THE NORTHWEST
 SU0570'LEG OF A WATER TOWER.
 SU0570'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0263 ***********************************************************************
 QX0263  DESIGNATION -  F 160
 QX0263  PID         -  QX0263
 QX0263  STATE/COUNTY-  MT/GALLATIN
 QX0263  USGS QUAD   -  GALLATIN GATEWAY (1987)
 QX0263
 QX0263                         *CURRENT SURVEY CONTROL
 QX0263  ___________________________________________________________________
 QX0263* NAD 83(1986)-  45 31 37.     (N)    111 14 51.     (W)     SCALED    
 QX0263* NAVD 88     -      1562.856  (meters)    5127.47   (feet)  ADJUSTED  
 QX0263  ___________________________________________________________________
 QX0263  GEOID HEIGHT-         -10.18  (meters)                     GEOID03
 QX0263  DYNAMIC HT  -        1562.254 (meters)    5125.49  (feet)  COMP
 QX0263  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 QX0263
 QX0263  VERT ORDER  -  FIRST     CLASS II
 QX0263
 QX0263.The horizontal coordinates were scaled from a topographic map and have
 QX0263.an estimated accuracy of +/- 6 seconds.
 QX0263
 QX0263.The orthometric height was determined by differential leveling
 QX0263.and adjusted by the National Geodetic Survey in June 1991..
 QX0263
 QX0263.The geoid height was determined by GEOID03.
 QX0263
 QX0263.The dynamic height is computed by dividing the NAVD 88
 QX0263.geopotential number by the normal gravity value computed on the
 QX0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0263.degrees latitude (g = 980.6199 gals.).
 QX0263
 QX0263.The modeled gravity was interpolated from observed gravity values.
 QX0263
 QX0263;                    North         East    Units  Estimated Accuracy
 QX0263;SPC MT       -   143,440.      463,530.      MT  (+/- 180 meters Scaled)
 QX0263
 QX0263                          SUPERSEDED SURVEY CONTROL
 QX0263
 QX0263  NGVD 29 (??/??/92) 1561.586  (m)         5123.30   (f) ADJ UNCH    1 2
 QX0263
 QX0263.Superseded values are not recommended for survey control.
 QX0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0263.See file dsdata.txt to determine how the superseded data were derived.
 QX0263
 QX0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR806415(NAD 83)
 QX0263_MARKER: DB = BENCH MARK DISK
 QX0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0263_SP_SET: CULVERT
 QX0263_STAMPING: F 160 1960
 QX0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0263
 QX0263  HISTORY     - Date     Condition        Report By
 QX0263  HISTORY     - 1960     MONUMENTED       CGS
 QX0263
 QX0263                          STATION DESCRIPTION
 QX0263
 QX0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0263'5.9 MI SW FROM GALLATIN GATEWAY.
 QX0263'ABOUT 5.9 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 QX0263'GALLATIN GATEWAY, IN SECTION 33, T 3 S, R 4 E, 15 FEET WEST OF THE
 QX0263'CENTER LINE OF THE ROAD, IN THE TOP OF THE SOUTH END OF THE WEST
 QX0263'CONCRETE HEADWALL OF A CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL OF
 QX0263'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0304 ***********************************************************************
 QX0304  DESIGNATION -  F 161
 QX0304  PID         -  QX0304
 QX0304  STATE/COUNTY-  MT/GALLATIN
 QX0304  USGS QUAD   -  LONE INDIAN PEAK (1986)
 QX0304
 QX0304                         *CURRENT SURVEY CONTROL
 QX0304  ___________________________________________________________________
 QX0304* NAD 83(1986)-  45 08 05.     (N)    111 14 09.     (W)     SCALED    
 QX0304* NAVD 88     -      1942.016  (meters)    6371.43   (feet)  ADJUSTED  
 QX0304  ___________________________________________________________________
 QX0304  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 QX0304  DYNAMIC HT  -        1941.032 (meters)    6368.20  (feet)  COMP
 QX0304  MODELED GRAV-     980,040.7   (mgal)                       NAVD 88
 QX0304
 QX0304  VERT ORDER  -  FIRST     CLASS II
 QX0304
 QX0304.The horizontal coordinates were scaled from a topographic map and have
 QX0304.an estimated accuracy of +/- 6 seconds.
 QX0304
 QX0304.The orthometric height was determined by differential leveling
 QX0304.and adjusted by the National Geodetic Survey in June 1991..
 QX0304
 QX0304.The geoid height was determined by GEOID03.
 QX0304
 QX0304.The dynamic height is computed by dividing the NAVD 88
 QX0304.geopotential number by the normal gravity value computed on the
 QX0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0304.degrees latitude (g = 980.6199 gals.).
 QX0304
 QX0304.The modeled gravity was interpolated from observed gravity values.
 QX0304
 QX0304;                    North         East    Units  Estimated Accuracy
 QX0304;SPC MT       -    99,850.      463,480.      MT  (+/- 180 meters Scaled)
 QX0304
 QX0304                          SUPERSEDED SURVEY CONTROL
 QX0304
 QX0304  NGVD 29 (??/??/92) 1940.530  (m)         6366.56   (f) ADJ UNCH    1 2
 QX0304
 QX0304.Superseded values are not recommended for survey control.
 QX0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0304.See file dsdata.txt to determine how the superseded data were derived.
 QX0304
 QX0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ814979(NAD 83)
 QX0304_MARKER: DB = BENCH MARK DISK
 QX0304_SETTING: 80 = SET IN A BOULDER
 QX0304_SP_SET: BOULDER
 QX0304_STAMPING: F 161 1960
 QX0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0304+STABILITY: SURFACE MOTION
 QX0304
 QX0304  HISTORY     - Date     Condition        Report By
 QX0304  HISTORY     - 1960     MONUMENTED       CGS
 QX0304
 QX0304                          STATION DESCRIPTION
 QX0304
 QX0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0304'2.35 MI N FROM 320 RANCH.
 QX0304'ABOUT 2.35 MILES NORTH ALONG U.S. HIGHWAY FROM THE ENTRANCE TO THE 320
 QX0304'RANCH, FORMERLY ELDRIDGE, SET IN THE TOP OF A BOULDER WHICH PROJECTS 1
 QX0304'1/2 FEET, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 QX0304'SOUTHWEST OF THE SOUTHWEST END OF A 16-INCH TUBULAR CULVERT, 19 FEET
 QX0304'WEST OF CONCRETE MARKER 1240, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0115 ***********************************************************************
 QX0115  DESIGNATION -  F 162
 QX0115  PID         -  QX0115
 QX0115  STATE/COUNTY-  MT/YELLOWSTONE
 QX0115  USGS QUAD   -  GARDINER (1986)
 QX0115
 QX0115                         *CURRENT SURVEY CONTROL
 QX0115  ___________________________________________________________________
 QX0115* NAD 83(1986)-  45 01 15.     (N)    110 41 48.     (W)     SCALED    
 QX0115* NAVD 88     -      1632.296  (meters)    5355.29   (feet)  POSTED    
 QX0115  ___________________________________________________________________
 QX0115  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 QX0115  DYNAMIC HT  -        1631.490 (meters)    5352.65  (feet)  COMP
 QX0115  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 QX0115
 QX0115  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0115
 QX0115.The horizontal coordinates were scaled from a topographic map and have
 QX0115.an estimated accuracy of +/- 6 seconds.
 QX0115
 QX0115.The orthometric height was determined by differential leveling
 QX0115.and adjusted by the National Geodetic Survey in 1992..
 QX0115.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0115.rate of 0.0 thru 1.0 mm/km.
 QX0115
 QX0115.The geoid height was determined by GEOID03.
 QX0115
 QX0115.The dynamic height is computed by dividing the NAVD 88
 QX0115.geopotential number by the normal gravity value computed on the
 QX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0115.degrees latitude (g = 980.6199 gals.).
 QX0115
 QX0115.The modeled gravity was interpolated from observed gravity values.
 QX0115
 QX0115;                    North         East    Units  Estimated Accuracy
 QX0115;SPC MT       -    86,400.      505,690.      MT  (+/- 180 meters Scaled)
 QX0115
 QX0115                          SUPERSEDED SURVEY CONTROL
 QX0115
 QX0115  NGVD 29 (??/??/92) 1630.997  (m)         5351.03   (f) ADJ UNCH    1 2
 QX0115
 QX0115.Superseded values are not recommended for survey control.
 QX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0115.See file dsdata.txt to determine how the superseded data were derived.
 QX0115
 QX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ238853(NAD 83)
 QX0115_MARKER: DB = BENCH MARK DISK
 QX0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0115_SP_SET: CULVERT
 QX0115_STAMPING: F 162 1960
 QX0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0115
 QX0115  HISTORY     - Date     Condition        Report By
 QX0115  HISTORY     - 1960     MONUMENTED       CGS
 QX0115  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0115
 QX0115                          STATION DESCRIPTION
 QX0115
 QX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0115'1.0 MI S FROM GARDINER.
 QX0115'ABOUT 0.15 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE NORTHERN PACIFIC
 QX0115'RAILWAY STATION AT GARDINER, THENCE 0.85 MILE SOUTH ALONG THE
 QX0115'GARDINER-MAMMOTH HOT SPRINGS HIGHWAY, 0.35 MILE SOUTH OF THE TOLL GATE
 QX0115'AT THE NORTH ENTRANCE TO THE YELLOWSTONE NATIONAL PARK, ON THE NORTH
 QX0115'SIDE OF A PARKING AREA WHICH IS ON THE NORTHEAST SIDE OF THE HIGHWAY,
 QX0115'IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF A
 QX0115'CULVERT IN AN IRRIGATION DITCH, ABOUT LEVEL WITH THE HIGHWAY.
 QX0115
 QX0115                          STATION RECOVERY (1983)
 QX0115
 QX0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0217 ***********************************************************************
 SP0217  DESIGNATION -  F 163
 SP0217  PID         -  SP0217
 SP0217  STATE/COUNTY-  MT/MCCONE
 SP0217  USGS QUAD   -  CIRCLE SW (1983)
 SP0217
 SP0217                         *CURRENT SURVEY CONTROL
 SP0217  ___________________________________________________________________
 SP0217* NAD 83(1986)-  47 15 18.     (N)    105 43 28.     (W)     SCALED    
 SP0217* NAVD 88     -       820.025  (meters)    2690.37   (feet)  ADJUSTED  
 SP0217  ___________________________________________________________________
 SP0217  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SP0217  DYNAMIC HT  -         820.016 (meters)    2690.34  (feet)  COMP
 SP0217  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 SP0217
 SP0217  VERT ORDER  -  SECOND    CLASS 0
 SP0217
 SP0217.The horizontal coordinates were scaled from a topographic map and have
 SP0217.an estimated accuracy of +/- 6 seconds.
 SP0217
 SP0217.The orthometric height was determined by differential leveling
 SP0217.and adjusted by the National Geodetic Survey in June 1991..
 SP0217
 SP0217.The geoid height was determined by GEOID03.
 SP0217
 SP0217.The dynamic height is computed by dividing the NAVD 88
 SP0217.geopotential number by the normal gravity value computed on the
 SP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0217.degrees latitude (g = 980.6199 gals.).
 SP0217
 SP0217.The modeled gravity was interpolated from observed gravity values.
 SP0217
 SP0217;                    North         East    Units  Estimated Accuracy
 SP0217;SPC MT       -   340,790.      885,500.      MT  (+/- 180 meters Scaled)
 SP0217
 SP0217                          SUPERSEDED SURVEY CONTROL
 SP0217
 SP0217  NGVD 29 (??/??/92)  819.408  (m)         2688.34   (f) ADJ UNCH    2 0
 SP0217
 SP0217.Superseded values are not recommended for survey control.
 SP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0217.See file dsdata.txt to determine how the superseded data were derived.
 SP0217
 SP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN451337(NAD 83)
 SP0217_MARKER: DB = BENCH MARK DISK
 SP0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0217_STAMPING: F 163 1934
 SP0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0217+STABILITY: SURFACE MOTION
 SP0217
 SP0217  HISTORY     - Date     Condition        Report By
 SP0217  HISTORY     - 1934     MONUMENTED       CGS
 SP0217  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0217
 SP0217                          STATION DESCRIPTION
 SP0217
 SP0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0217'4.7 MI SE FROM BROCKWAY.
 SP0217'4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM BROCKWAY, MCCONE
 SP0217'COUNTY, 250 YARDS EAST OF A FARMHOUSE, AND 35 YARDS EAST OF THE
 SP0217'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 163 1934 AND
 SP0217'SET IN THE TOP OF A CONCRETE POST.
 SP0217
 SP0217                          STATION RECOVERY (1977)
 SP0217
 SP0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0738 ***********************************************************************
 SS0738  DESIGNATION -  F 165
 SS0738  PID         -  SS0738
 SS0738  STATE/COUNTY-  MT/CASCADE
 SS0738  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS0738
 SS0738                         *CURRENT SURVEY CONTROL
 SS0738  ___________________________________________________________________
 SS0738* NAD 83(1986)-  47 27 13.     (N)    111 12 10.     (W)     SCALED    
 SS0738* NAVD 88     -      1027.078  (meters)    3369.67   (feet)  ADJUSTED  
 SS0738  ___________________________________________________________________
 SS0738  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 SS0738  DYNAMIC HT  -        1027.004 (meters)    3369.43  (feet)  COMP
 SS0738  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 SS0738
 SS0738  VERT ORDER  -  FIRST     CLASS II
 SS0738
 SS0738.The horizontal coordinates were scaled from a topographic map and have
 SS0738.an estimated accuracy of +/- 6 seconds.
 SS0738
 SS0738.The orthometric height was determined by differential leveling
 SS0738.and adjusted by the National Geodetic Survey in June 1991..
 SS0738
 SS0738.The geoid height was determined by GEOID03.
 SS0738
 SS0738.The dynamic height is computed by dividing the NAVD 88
 SS0738.geopotential number by the normal gravity value computed on the
 SS0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0738.degrees latitude (g = 980.6199 gals.).
 SS0738
 SS0738.The modeled gravity was interpolated from observed gravity values.
 SS0738
 SS0738;                    North         East    Units  Estimated Accuracy
 SS0738;SPC MT       -   357,370.      471,680.      MT  (+/- 180 meters Scaled)
 SS0738
 SS0738                          SUPERSEDED SURVEY CONTROL
 SS0738
 SS0738  NGVD 29 (??/??/92) 1026.176  (m)         3366.71   (f) ADJ UNCH    1 2
 SS0738
 SS0738.Superseded values are not recommended for survey control.
 SS0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0738.See file dsdata.txt to determine how the superseded data were derived.
 SS0738
 SS0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT847555(NAD 83)
 SS0738_MARKER: DB = BENCH MARK DISK
 SS0738_SETTING: 66 = SET IN ROCK OUTCROP
 SS0738_SP_SET: OUTCROP
 SS0738_STAMPING: F 165 1961
 SS0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0738+STABILITY: POSITION/ELEVATION WELL
 SS0738
 SS0738  HISTORY     - Date     Condition        Report By
 SS0738  HISTORY     - 1961     MONUMENTED       CGS
 SS0738  HISTORY     - 1965     GOOD             USGS
 SS0738
 SS0738                          STATION DESCRIPTION
 SS0738
 SS0738'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SS0738'1.8 MI W FROM GERBER.
 SS0738'ABOUT 1.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0738'SIGN AT GERBER, IN SECTION 27, T 20 N., R 4 E., 225 FEET SSE OF A
 SS0738'RAILWAY CROSSING, 110 FEET NE OF WEST Y AT TRIPPLE JUNCTION, 38 FEET
 SS0738'SE CENTERLINE OF RD AT CURVE, AT TOP EDGE CUT, SET IN A ROCK OUTCROP
 SS0738'3.7 FEET ABOVE RR CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0371 ***********************************************************************
 SS0371  DESIGNATION -  F 166
 SS0371  PID         -  SS0371
 SS0371  STATE/COUNTY-  MT/JUDITH BASIN
 SS0371  USGS QUAD   -  RAYNESFORD (1995)
 SS0371
 SS0371                         *CURRENT SURVEY CONTROL
 SS0371  ___________________________________________________________________
 SS0371* NAD 83(1986)-  47 16 15.     (N)    110 43 44.     (W)     SCALED    
 SS0371* NAVD 88     -      1239.252  (meters)    4065.78   (feet)  ADJUSTED  
 SS0371  ___________________________________________________________________
 SS0371  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 SS0371  DYNAMIC HT  -        1239.093 (meters)    4065.26  (feet)  COMP
 SS0371  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 SS0371
 SS0371  VERT ORDER  -  FIRST     CLASS II
 SS0371
 SS0371.The horizontal coordinates were scaled from a topographic map and have
 SS0371.an estimated accuracy of +/- 6 seconds.
 SS0371
 SS0371.The orthometric height was determined by differential leveling
 SS0371.and adjusted by the National Geodetic Survey in June 1991..
 SS0371
 SS0371.The geoid height was determined by GEOID03.
 SS0371
 SS0371.The dynamic height is computed by dividing the NAVD 88
 SS0371.geopotential number by the normal gravity value computed on the
 SS0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0371.degrees latitude (g = 980.6199 gals.).
 SS0371
 SS0371.The modeled gravity was interpolated from observed gravity values.
 SS0371
 SS0371;                    North         East    Units  Estimated Accuracy
 SS0371;SPC MT       -   336,400.      507,070.      MT  (+/- 180 meters Scaled)
 SS0371
 SS0371                          SUPERSEDED SURVEY CONTROL
 SS0371
 SS0371  NGVD 29 (??/??/92) 1238.296  (m)         4062.64   (f) ADJ UNCH    1 2
 SS0371
 SS0371.Superseded values are not recommended for survey control.
 SS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0371.See file dsdata.txt to determine how the superseded data were derived.
 SS0371
 SS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT205352(NAD 83)
 SS0371_MARKER: DB = BENCH MARK DISK
 SS0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0371_SP_SET: ABUTMENT
 SS0371_STAMPING: F 166 1961
 SS0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0371
 SS0371  HISTORY     - Date     Condition        Report By
 SS0371  HISTORY     - 1961     MONUMENTED       CGS
 SS0371
 SS0371                          STATION DESCRIPTION
 SS0371
 SS0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0371'0.2 MI E FROM RAYNESFORD.
 SS0371'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0371'AT RAYNESFORD, IN SECTION 5, T 17 N, R 8 E, 4 POLES EAST OF MILEPOST
 SS0371'183, 6 1/2 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH
 SS0371'END OF THE EAST CONCRETE ABUTMENT OF THE UNDERPASS OF A ROAD LEADING
 SS0371'NORTH, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0086 ***********************************************************************
 SS0086  DESIGNATION -  F 167
 SS0086  PID         -  SS0086
 SS0086  STATE/COUNTY-  MT/JUDITH BASIN
 SS0086  USGS QUAD   -  STANFORD (1978)
 SS0086
 SS0086                         *CURRENT SURVEY CONTROL
 SS0086  ___________________________________________________________________
 SS0086* NAD 83(1986)-  47 08 33.     (N)    110 13 39.     (W)     SCALED    
 SS0086* NAVD 88     -      1317.159  (meters)    4321.38   (feet)  ADJUSTED  
 SS0086  ___________________________________________________________________
 SS0086  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 SS0086  DYNAMIC HT  -        1316.971 (meters)    4320.76  (feet)  COMP
 SS0086  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 SS0086
 SS0086  VERT ORDER  -  FIRST     CLASS II
 SS0086
 SS0086.The horizontal coordinates were scaled from a topographic map and have
 SS0086.an estimated accuracy of +/- 6 seconds.
 SS0086
 SS0086.The orthometric height was determined by differential leveling
 SS0086.and adjusted by the National Geodetic Survey in June 1991..
 SS0086
 SS0086.The geoid height was determined by GEOID03.
 SS0086
 SS0086.The dynamic height is computed by dividing the NAVD 88
 SS0086.geopotential number by the normal gravity value computed on the
 SS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0086.degrees latitude (g = 980.6199 gals.).
 SS0086
 SS0086.The modeled gravity was interpolated from observed gravity values.
 SS0086
 SS0086;                    North         East    Units  Estimated Accuracy
 SS0086;SPC MT       -   321,670.      544,850.      MT  (+/- 180 meters Scaled)
 SS0086
 SS0086                          SUPERSEDED SURVEY CONTROL
 SS0086
 SS0086  NGVD 29 (??/??/92) 1316.232  (m)         4318.34   (f) ADJ UNCH    1 2
 SS0086
 SS0086.Superseded values are not recommended for survey control.
 SS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0086.See file dsdata.txt to determine how the superseded data were derived.
 SS0086
 SS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT585212(NAD 83)
 SS0086_MARKER: DB = BENCH MARK DISK
 SS0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0086_STAMPING: F 167 1961
 SS0086_PROJECTION: PROJECTING 1 CENTIMETERS
 SS0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0086+STABILITY: SURFACE MOTION
 SS0086
 SS0086  HISTORY     - Date     Condition        Report By
 SS0086  HISTORY     - 1961     MONUMENTED       CGS
 SS0086  HISTORY     - 1980     GOOD             NGS
 SS0086
 SS0086                          STATION DESCRIPTION
 SS0086
 SS0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0086'1.05 MI SW FROM STANFORD.
 SS0086'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SS0086'STATION AT STANFORD, THENCE 0.6 MILE SOUTH ALONG U. S. HIGHWAY 87
 SS0086'BYPASS, THENCE 0.25 MILE SOUTH-SOUTHWEST ACROSS THE STANFORD AIRPORT,
 SS0086'IN SECTION 17, T 16 N, R 12 E, 0.25 MILE SOUTH-SOUTHWEST OF THE MOST
 SS0086'EASTERLY HANGAR, ABOUT 0.2 MILE WEST OF A TWO-STORY HOUSE, 17 FEET
 SS0086'EAST OF THE CENTER OF A GATE, 2 FEET NORTH OF AN EAST-WEST FENCE, 1.3
 SS0086'FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SS0086'POST PROJECTING 4 INCHES.
 SS0086
 SS0086                          STATION RECOVERY (1980)
 SS0086
 SS0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0086'AT THE STANFORD MUNICIPAL AIRPORT, 45.7 METERS (150 FT)
 SS0086'WEST OF THE AIRPORT BEACON, 5.2 METERS (17.0 FT) EAST OF THE CENTER
 SS0086'OF A WIRE GATE, 0.6 METER (2.0 FT) NORTH OF A FENCE.
 SS0086'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SS0086'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0390 ***********************************************************************
 SR0390  DESIGNATION -  F 168
 SR0390  PID         -  SR0390
 SR0390  STATE/COUNTY-  MT/FERGUS
 SR0390  USGS QUAD   -  HILGER (1985)
 SR0390
 SR0390                         *CURRENT SURVEY CONTROL
 SR0390  ___________________________________________________________________
 SR0390* NAD 83(1986)-  47 17 54.     (N)    109 17 33.     (W)     SCALED    
 SR0390* NAVD 88     -      1185.856  (meters)    3890.60   (feet)  ADJUSTED  
 SR0390  ___________________________________________________________________
 SR0390  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SR0390  DYNAMIC HT  -        1185.747 (meters)    3890.24  (feet)  COMP
 SR0390  MODELED GRAV-     980,479.5   (mgal)                       NAVD 88
 SR0390
 SR0390  VERT ORDER  -  FIRST     CLASS II
 SR0390
 SR0390.The horizontal coordinates were scaled from a topographic map and have
 SR0390.an estimated accuracy of +/- 6 seconds.
 SR0390
 SR0390.The orthometric height was determined by differential leveling
 SR0390.and adjusted by the National Geodetic Survey in June 1991..
 SR0390
 SR0390.The geoid height was determined by GEOID03.
 SR0390
 SR0390.The dynamic height is computed by dividing the NAVD 88
 SR0390.geopotential number by the normal gravity value computed on the
 SR0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0390.degrees latitude (g = 980.6199 gals.).
 SR0390
 SR0390.The modeled gravity was interpolated from observed gravity values.
 SR0390
 SR0390;                    North         East    Units  Estimated Accuracy
 SR0390;SPC MT       -   338,750.      615,680.      MT  (+/- 180 meters Scaled)
 SR0390
 SR0390                          SUPERSEDED SURVEY CONTROL
 SR0390
 SR0390  NGVD 29 (??/??/92) 1184.987  (m)         3887.74   (f) ADJ UNCH    1 2
 SR0390
 SR0390.Superseded values are not recommended for survey control.
 SR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0390.See file dsdata.txt to determine how the superseded data were derived.
 SR0390
 SR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT290397(NAD 83)
 SR0390_MARKER: DB = BENCH MARK DISK
 SR0390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0390_SP_SET: 25 FT
 SR0390_STAMPING: F 168 1961
 SR0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0390
 SR0390  HISTORY     - Date     Condition        Report By
 SR0390  HISTORY     - 1961     MONUMENTED       CGS
 SR0390
 SR0390                          STATION DESCRIPTION
 SR0390
 SR0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0390'IN ROY JUNCTION.
 SR0390'AT ROY JUNCTION, 50 FEET EAST OF AND ACROSS THE CHICAGO, MILWAUKEE,
 SR0390'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION SIGN, AT THE SOUTH END
 SR0390'OF THE Y-JUNCTION OF 2 TRACKS OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0390'PACIFIC RAILROAD, 32 1/2 FEET EAST OF THE EAST RAIL, 177 FEET SOUTH OF
 SR0390'THE SWITCH STAND AT THE SOUTH END OF THE Y-JUNCTION, 96 FEET NORTH OF
 SR0390'THE CENTER OF A ROAD CROSSING, 87 FEET NORTH OF THE NORTHEAST CORNER
 SR0390'OF A SMALL BUILDING, 62 FEET WEST OF THE CENTER LINE OF A ROAD, 1.1
 SR0390'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK
 SR0390'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 SR0390'OF 25 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0572 ***********************************************************************
 SR0572  DESIGNATION -  F 169
 SR0572  PID         -  SR0572
 SR0572  STATE/COUNTY-  MT/JUDITH BASIN
 SR0572  USGS QUAD   -  KOLIN (1970)
 SR0572
 SR0572                         *CURRENT SURVEY CONTROL
 SR0572  ___________________________________________________________________
 SR0572* NAD 83(1986)-  47 06 51.     (N)    109 45 36.     (W)     SCALED    
 SR0572* NAVD 88     -      1194.872  (meters)    3920.18   (feet)  ADJUSTED  
 SR0572  ___________________________________________________________________
 SR0572  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 SR0572  DYNAMIC HT  -        1194.735 (meters)    3919.73  (feet)  COMP
 SR0572  MODELED GRAV-     980,456.4   (mgal)                       NAVD 88
 SR0572
 SR0572  VERT ORDER  -  FIRST     CLASS II
 SR0572
 SR0572.The horizontal coordinates were scaled from a topographic map and have
 SR0572.an estimated accuracy of +/- 6 seconds.
 SR0572
 SR0572.The orthometric height was determined by differential leveling
 SR0572.and adjusted by the National Geodetic Survey in June 1991..
 SR0572
 SR0572.The geoid height was determined by GEOID03.
 SR0572
 SR0572.The dynamic height is computed by dividing the NAVD 88
 SR0572.geopotential number by the normal gravity value computed on the
 SR0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0572.degrees latitude (g = 980.6199 gals.).
 SR0572
 SR0572.The modeled gravity was interpolated from observed gravity values.
 SR0572
 SR0572;                    North         East    Units  Estimated Accuracy
 SR0572;SPC MT       -   318,300.      580,280.      MT  (+/- 180 meters Scaled)
 SR0572
 SR0572                          SUPERSEDED SURVEY CONTROL
 SR0572
 SR0572  NGVD 29 (??/??/92) 1193.980  (m)         3917.25   (f) ADJ UNCH    1 2
 SR0572
 SR0572.Superseded values are not recommended for survey control.
 SR0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0572.See file dsdata.txt to determine how the superseded data were derived.
 SR0572
 SR0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT940185(NAD 83)
 SR0572_MARKER: DB = BENCH MARK DISK
 SR0572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0572_SP_SET: 15 FT.
 SR0572_STAMPING: F 169 1961
 SR0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0572
 SR0572  HISTORY     - Date     Condition        Report By
 SR0572  HISTORY     - 1961     MONUMENTED       CGS
 SR0572
 SR0572                          STATION DESCRIPTION
 SR0572
 SR0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0572'0.8 MI NE FROM KOLIN.
 SR0572'ABOUT 0.8 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0572'STATION AT KOLIN, IN SECTION 25, T 16 N, R 15 E, 0.2 MILE SOUTHWEST OF
 SR0572'THE FERGUS COUNTY LINE, 3 1/2 POLES NORTHEAST OF MILEPOST 8, 97 FEET
 SR0572'SOUTHEAST OF THE SOUTHEAST RAIL, 149 FEET EAST OF AND ACROSS THE TRACK
 SR0572'FROM THE THIRD POLE NORTHEAST OF MILEPOST 8, 2 FEET NORTHWEST OF A
 SR0572'FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SR0572'THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0572'DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SR0572'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0548 ***********************************************************************
 SR0548  DESIGNATION -  F 170
 SR0548  PID         -  SR0548
 SR0548  STATE/COUNTY-  MT/FERGUS
 SR0548  USGS QUAD   -  PIKE CREEK (1985)
 SR0548
 SR0548                         *CURRENT SURVEY CONTROL
 SR0548  ___________________________________________________________________
 SR0548* NAD 83(1986)-  47 01 14.     (N)    109 17 51.     (W)     SCALED    
 SR0548* NAVD 88     -      1281.462  (meters)    4204.26   (feet)  ADJUSTED  
 SR0548  ___________________________________________________________________
 SR0548  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 SR0548  DYNAMIC HT  -        1281.291 (meters)    4203.70  (feet)  COMP
 SR0548  MODELED GRAV-     980,434.4   (mgal)                       NAVD 88
 SR0548
 SR0548  VERT ORDER  -  SECOND    CLASS 0
 SR0548
 SR0548.The horizontal coordinates were scaled from a topographic map and have
 SR0548.an estimated accuracy of +/- 6 seconds.
 SR0548
 SR0548.The orthometric height was determined by differential leveling
 SR0548.and adjusted by the National Geodetic Survey in June 1991..
 SR0548
 SR0548.The geoid height was determined by GEOID03.
 SR0548
 SR0548.The dynamic height is computed by dividing the NAVD 88
 SR0548.geopotential number by the normal gravity value computed on the
 SR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0548.degrees latitude (g = 980.6199 gals.).
 SR0548
 SR0548.The modeled gravity was interpolated from observed gravity values.
 SR0548
 SR0548;                    North         East    Units  Estimated Accuracy
 SR0548;SPC MT       -   307,880.      615,390.      MT  (+/- 180 meters Scaled)
 SR0548
 SR0548                          SUPERSEDED SURVEY CONTROL
 SR0548
 SR0548  NGVD 29 (??/??/92) 1280.579  (m)         4201.37   (f) ADJ UNCH    2 0
 SR0548
 SR0548.Superseded values are not recommended for survey control.
 SR0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0548.See file dsdata.txt to determine how the superseded data were derived.
 SR0548
 SR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT293088(NAD 83)
 SR0548_MARKER: DB = BENCH MARK DISK
 SR0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0548_STAMPING: F 170 1961
 SR0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0548+STABILITY: SURFACE MOTION
 SR0548
 SR0548  HISTORY     - Date     Condition        Report By
 SR0548  HISTORY     - 1961     MONUMENTED       CGS
 SR0548
 SR0548                          STATION DESCRIPTION
 SR0548
 SR0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0548'2.25 MI NW FROM HEATH.
 SR0548'ABOUT 2.25 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0548'PACIFIC RAILROAD FROM THE GYPSUM PLANT AT HEATH, IN SECTION 34, T 15
 SR0548'N, R 19 E, SOUTHWEST OF AND ACROSS THE TRACK FROM A GROUP OF FARM
 SR0548'BUILDINGS, 31 1/2 FEET SOUTHEAST OF THE 2ND TELEPHONE POLE NORTHWEST
 SR0548'OF MILEPOST 8, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28 1/2 FEET
 SR0548'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 1 FOOT NORTHEAST OF A
 SR0548'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 SR0548'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SR0548'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0435 ***********************************************************************
 SR0435  DESIGNATION -  F 171
 SR0435  PID         -  SR0435
 SR0435  STATE/COUNTY-  MT/FERGUS
 SR0435  USGS QUAD   -  HILGER (1985)
 SR0435
 SR0435                         *CURRENT SURVEY CONTROL
 SR0435  ___________________________________________________________________
 SR0435* NAD 83(1986)-  47 20 20.     (N)    109 16 42.     (W)     SCALED    
 SR0435* NAVD 88     -      1133.230  (meters)    3717.94   (feet)  ADJUSTED  
 SR0435  ___________________________________________________________________
 SR0435  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 SR0435  DYNAMIC HT  -        1133.133 (meters)    3717.62  (feet)  COMP
 SR0435  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 SR0435
 SR0435  VERT ORDER  -  SECOND    CLASS 0
 SR0435
 SR0435.The horizontal coordinates were scaled from a topographic map and have
 SR0435.an estimated accuracy of +/- 6 seconds.
 SR0435
 SR0435.The orthometric height was determined by differential leveling
 SR0435.and adjusted by the National Geodetic Survey in June 1991..
 SR0435
 SR0435.The geoid height was determined by GEOID03.
 SR0435
 SR0435.The dynamic height is computed by dividing the NAVD 88
 SR0435.geopotential number by the normal gravity value computed on the
 SR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0435.degrees latitude (g = 980.6199 gals.).
 SR0435
 SR0435.The modeled gravity was interpolated from observed gravity values.
 SR0435
 SR0435;                    North         East    Units  Estimated Accuracy
 SR0435;SPC MT       -   343,250.      616,740.      MT  (+/- 180 meters Scaled)
 SR0435
 SR0435                          SUPERSEDED SURVEY CONTROL
 SR0435
 SR0435  NGVD 29 (??/??/92) 1132.374  (m)         3715.13   (f) ADJ UNCH    2 0
 SR0435
 SR0435.Superseded values are not recommended for survey control.
 SR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0435.See file dsdata.txt to determine how the superseded data were derived.
 SR0435
 SR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT300442(NAD 83)
 SR0435_MARKER: DB = BENCH MARK DISK
 SR0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0435_STAMPING: F 171 1961
 SR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0435+STABILITY: SURFACE MOTION
 SR0435
 SR0435  HISTORY     - Date     Condition        Report By
 SR0435  HISTORY     - 1961     MONUMENTED       CGS
 SR0435  HISTORY     - 1979     GOOD             USGS
 SR0435
 SR0435                          STATION DESCRIPTION
 SR0435
 SR0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0435'3.2 MI NE FROM ROY JUNCTION.
 SR0435'ABOUT 3.2 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0435'PACIFIC RAILROAD FROM THE STATION SIGN AT ROY JUNCTION, OR 5.15 MILES
 SR0435'WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM
 SR0435'THE STATION SIGN AT ARMELLS, IN SECTION 15, T 18 N, R 19 E, 0.25 MILE
 SR0435'SOUTHWEST OF MILEPOST 25, AT THE SOUTHWEST EDGE OF A BRUSHY RAVINE, ON
 SR0435'THE NORTHEAST EDGE OF A GRASSY PLAIN, 44 1/2 FEET NORTHWEST OF THE
 SR0435'NORTHWEST RAIL, 4 FEET SOUTHEAST OF A FENCE, 1.2 FEET EAST OF A METAL
 SR0435'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 SR0435'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SR0435
 SR0435                          STATION RECOVERY (1979)
 SR0435
 SR0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0435'ABOUT 3.2 MILES NORTHEAST ALONG OLD CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0435'PACIFIC RAILROAD GRADE FROM ROY JUNCTION. IN THE SE 1/4 OF SECTION
 SR0435'10, T18N, R19E, AT THE EDGE OF A BRUSHY RAVINE, ON THE NORTHEAST EDGE
 SR0435'OF A GRASSY PLAIN, 49 FEET N OF THE CENTER LINE OF THE GRADE, 1.2
 SR0435'FEET EAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL
 SR0435'OF THE GRADE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0435'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0139 ***********************************************************************
 SR0139  DESIGNATION -  F 172
 SR0139  PID         -  SR0139
 SR0139  STATE/COUNTY-  MT/FERGUS
 SR0139  USGS QUAD   -  GRASS RANGE NE (1986)
 SR0139
 SR0139                         *CURRENT SURVEY CONTROL
 SR0139  ___________________________________________________________________
 SR0139* NAD 83(1992)-  47 10 42.80845(N)    108 48 02.07904(W)     ADJUSTED  
 SR0139* NAVD 88     -      1064.121  (meters)    3491.20   (feet)  ADJUSTED  
 SR0139  ___________________________________________________________________
 SR0139  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 SR0139  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SR0139  DYNAMIC HT  -        1064.054 (meters)    3490.98  (feet)  COMP
 SR0139  MODELED GRAV-     980,513.0   (mgal)                       NAVD 88
 SR0139
 SR0139  HORZ ORDER  -  SECOND
 SR0139  VERT ORDER  -  SECOND    CLASS 0
 SR0139
 SR0139.The horizontal coordinates were established by classical geodetic methods
 SR0139.and adjusted by the National Geodetic Survey in July 1992..
 SR0139
 SR0139.The orthometric height was determined by differential leveling
 SR0139.and adjusted by the National Geodetic Survey in June 1991..
 SR0139
 SR0139.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0139
 SR0139.The geoid height was determined by GEOID03.
 SR0139
 SR0139.The dynamic height is computed by dividing the NAVD 88
 SR0139.geopotential number by the normal gravity value computed on the
 SR0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0139.degrees latitude (g = 980.6199 gals.).
 SR0139
 SR0139.The modeled gravity was interpolated from observed gravity values.
 SR0139
 SR0139;                    North         East     Units Scale Factor Converg.
 SR0139;SPC MT       -   325,652.693   652,985.111   MT  0.99939682   +0 30 41.9
 SR0139;SPC MT       - 1,068,414.35  2,142,339.60   iFT  0.99939682   +0 30 41.9
 SR0139;UTM  12      - 5,227,353.593   666,651.414   MT  0.99994133   +1 36 48.9
 SR0139
 SR0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0139!SPC MT       -   0.99983537  x   0.99939682  =   0.99923229
 SR0139!UTM  12      -   0.99983537  x   0.99994133  =   0.99977671
 SR0139
 SR0139                          SUPERSEDED SURVEY CONTROL
 SR0139
 SR0139  NAD 83(1986)-  47 10 42.80526(N)    108 48 02.05921(W) AD(       ) 2
 SR0139  NAD 27      -  47 10 42.88631(N)    108 47 59.53313(W) AD(       ) 2
 SR0139  NGVD 29 (??/??/92) 1063.335  (m)         3488.62   (f) ADJ UNCH    2 0
 SR0139
 SR0139.Superseded values are not recommended for survey control.
 SR0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0139.See file dsdata.txt to determine how the superseded data were derived.
 SR0139
 SR0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT6665127354(NAD 83)
 SR0139_MARKER: DB = BENCH MARK DISK
 SR0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0139_STAMPING: F 172 1961
 SR0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0139+STABILITY: SURFACE MOTION
 SR0139
 SR0139  HISTORY     - Date     Condition        Report By
 SR0139  HISTORY     - 1972     MONUMENTED       NGS
 SR0139  HISTORY     - 1972     GOOD             NGS
 SR0139  HISTORY     - 1979     GOOD             USGS
 SR0139
 SR0139                          STATION DESCRIPTION
 SR0139
 SR0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR0139'TO REACH THE STATION FROM THE POST OFFICE IN GRASS RANGE GO NORTH ON
 SR0139'THE SURFACED STREET FOR 0.05 MILE TO A SURFACED SIDE ROAD RIGHT.
 SR0139'TURN RIGHT AND GO EAST ON THE SURFACED ROAD FOR 0.35 MILE TO THE
 SR0139'JUNCTION OF U. S. HIGHWAY 87.  TURN LEFT AND GO NORTH ON U. S.
 SR0139'HIGHWAY 87 FOR 1.1 MILES TO THE JUNCTION OF U. S. HIGHWAY 87 AND
 SR0139'STATE HIGHWAY 19 AND 200.  CONTINUE AHEAD NORTH ON STATE HIGHWAY
 SR0139'19 FOR 9.7 MILES TO THE STATION.
 SR0139'
 SR0139'THE MARK IS A STANDARD BENCH MARK DISK STAMPED F 172 1961, SET IN
 SR0139'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 SR0139'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET WEST
 SR0139'OF THE WEST GATE POST OF A WIRE GATE SET IN THE RIGHT-OF-WAY
 SR0139'FENCE, 2 FEET NORTH OF THE FENCE AND 2 FEET WEST OF A METAL
 SR0139'WITNESS POST WITH SIGN.
 SR0139
 SR0139                          STATION RECOVERY (1972)
 SR0139
 SR0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SR0139'11.30 MI N FROM GRASS RANGE.
 SR0139'0.05 MILE NORTH FROM THE POST OFFICE IN GRASS RANGE TO A SIDE ROAD
 SR0139'RIGHT, THENCE EAST FOR 0.35 MILE TO THE JUNCTION OF US HIGHWAY 87,
 SR0139'THENCE NORTH ON US HIGHWAY 87 FOR 1.1 MILES TO THE JUNCTION OF US
 SR0139'HIGHWAY 87 AND STATE HIGHWAYS 19 AND 200, THENCE NORTH ON HIGHWAY 19
 SR0139'FOR 9.7 MILES TO A SIDE ROAD LEFT, THENCE WEST FOR 0.1 MILE, 63 FEET
 SR0139'WEST OF THE WEST GATE POST OF A WIRE GATE SET IN THE RIGHT-OF-WAY
 SR0139'FENCE, 2 FEET NORTH OF THE FENCE, 2 FEET WEST OF A METAL WITNESS POST
 SR0139'WITH SIGN AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 SR0139'12-INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 SR0139'NOTE-- F 172 1961 WAS USED AS A REFERENCE MARK FOR TRIANGULATION
 SR0139'STATION FISHER 1961.
 SR0139
 SR0139                          STATION RECOVERY (1979)
 SR0139
 SR0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0139'FROM THE POST OFFICE IN GRASS RANGE. GO NORTH 0.05 MILE TO A STREET
 SR0139'GOING EAST OUT OF TOWN, THENCE 0.25 MILE EAST TO THE JUNCTION OF
 SR0139'STATE HIGHWAY 87, TURN NORTH ON 87 FOR 1.1 MILE TO JUNCTION OF STATE
 SR0139'HIGHWAYS 200 AND 19, THENCE CONTINUE NORTH ON STATE HIGHWAY 19 FOR
 SR0139'9.3 MILES, IN SEC. 4, T 16 N, R 23 E, TO TRACK ROAD WEST, GO WEST ON
 SR0139'TRACK ROAD FOR 0.1 MILE TO GATE CROSSING ROAD, 75 FEET WEST OF GATE
 SR0139'CROSSING ROAD, 2 FEET NORTH OF FENCE, IN LINE WITH POWER POLE, 2 FEET
 SR0139'WEST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 SR0139'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0204 ***********************************************************************
 SR0204  DESIGNATION -  F 173
 SR0204  PID         -  SR0204
 SR0204  STATE/COUNTY-  MT/FERGUS
 SR0204  USGS QUAD   -  ROY (1985)
 SR0204
 SR0204                         *CURRENT SURVEY CONTROL
 SR0204  ___________________________________________________________________
 SR0204* NAD 83(1986)-  47 17 32.     (N)    108 57 09.     (W)     SCALED    
 SR0204* NAVD 88     -      1082.215  (meters)    3550.57   (feet)  ADJUSTED  
 SR0204  ___________________________________________________________________
 SR0204  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 SR0204  DYNAMIC HT  -        1082.147 (meters)    3550.34  (feet)  COMP
 SR0204  MODELED GRAV-     980,512.6   (mgal)                       NAVD 88
 SR0204
 SR0204  VERT ORDER  -  SECOND    CLASS 0
 SR0204
 SR0204.The horizontal coordinates were scaled from a topographic map and have
 SR0204.an estimated accuracy of +/- 6 seconds.
 SR0204
 SR0204.The orthometric height was determined by differential leveling
 SR0204.and adjusted by the National Geodetic Survey in June 1991..
 SR0204
 SR0204.The geoid height was determined by GEOID03.
 SR0204
 SR0204.The dynamic height is computed by dividing the NAVD 88
 SR0204.geopotential number by the normal gravity value computed on the
 SR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0204.degrees latitude (g = 980.6199 gals.).
 SR0204
 SR0204.The modeled gravity was interpolated from observed gravity values.
 SR0204
 SR0204;                    North         East    Units  Estimated Accuracy
 SR0204;SPC MT       -   338,190.      641,390.      MT  (+/- 180 meters Scaled)
 SR0204
 SR0204                          SUPERSEDED SURVEY CONTROL
 SR0204
 SR0204  NGVD 29 (??/??/92) 1081.408  (m)         3547.92   (f) ADJ UNCH    2 0
 SR0204
 SR0204.Superseded values are not recommended for survey control.
 SR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0204.See file dsdata.txt to determine how the superseded data were derived.
 SR0204
 SR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT548396(NAD 83)
 SR0204_MARKER: DB = BENCH MARK DISK
 SR0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0204_STAMPING: F 173 1961
 SR0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0204+STABILITY: SURFACE MOTION
 SR0204
 SR0204  HISTORY     - Date     Condition        Report By
 SR0204  HISTORY     - 1961     MONUMENTED       CGS
 SR0204
 SR0204                          STATION DESCRIPTION
 SR0204
 SR0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0204'4.05 MI SW FROM ROY.
 SR0204'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0204'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 2.0
 SR0204'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 30, T 18 N, R 22
 SR0204'E, AT THE WEST END OF A 0.2 MILE JOG IN THE ROAD, AT A CURVE AND 136
 SR0204'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 84 FEET WEST OF A
 SR0204'TELEPHONE POLE, 48 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A
 SR0204'FENCE, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 SR0204'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0204'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0534 ***********************************************************************
 SR0534  DESIGNATION -  F 174
 SR0534  PID         -  SR0534
 SR0534  STATE/COUNTY-  MT/FERGUS
 SR0534  USGS QUAD   -  HORSETHIEF COULEE EAST (1985)
 SR0534
 SR0534                         *CURRENT SURVEY CONTROL
 SR0534  ___________________________________________________________________
 SR0534* NAD 83(1986)-  47 03 39.     (N)    109 05 31.     (W)     SCALED    
 SR0534* NAVD 88     -      1205.933  (meters)    3956.47   (feet)  ADJUSTED  
 SR0534  ___________________________________________________________________
 SR0534  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 SR0534  DYNAMIC HT  -        1205.805 (meters)    3956.05  (feet)  COMP
 SR0534  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 SR0534
 SR0534  VERT ORDER  -  SECOND    CLASS 0
 SR0534
 SR0534.The horizontal coordinates were scaled from a topographic map and have
 SR0534.an estimated accuracy of +/- 6 seconds.
 SR0534
 SR0534.The orthometric height was determined by differential leveling
 SR0534.and adjusted by the National Geodetic Survey in June 1991..
 SR0534
 SR0534.The geoid height was determined by GEOID03.
 SR0534
 SR0534.The dynamic height is computed by dividing the NAVD 88
 SR0534.geopotential number by the normal gravity value computed on the
 SR0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0534.degrees latitude (g = 980.6199 gals.).
 SR0534
 SR0534.The modeled gravity was interpolated from observed gravity values.
 SR0534
 SR0534;                    North         East    Units  Estimated Accuracy
 SR0534;SPC MT       -   312,420.      630,980.      MT  (+/- 180 meters Scaled)
 SR0534
 SR0534                          SUPERSEDED SURVEY CONTROL
 SR0534
 SR0534  NGVD 29 (??/??/92) 1205.094  (m)         3953.71   (f) ADJ UNCH    2 0
 SR0534
 SR0534.Superseded values are not recommended for survey control.
 SR0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0534.See file dsdata.txt to determine how the superseded data were derived.
 SR0534
 SR0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT448136(NAD 83)
 SR0534_MARKER: DB = BENCH MARK DISK
 SR0534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0534_SP_SET: 8.5 FT.
 SR0534_STAMPING: F 174 1961
 SR0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0534
 SR0534  HISTORY     - Date     Condition        Report By
 SR0534  HISTORY     - 1961     MONUMENTED       CGS
 SR0534
 SR0534                          STATION DESCRIPTION
 SR0534
 SR0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0534'16.8 MI E FROM LEWISTOWN.
 SR0534'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0534'STATION AT LEWISTOWN, THENCE 16.6 MILES EAST ALONG U. S. HIGHWAY 87
 SR0534'AND STATE HIGHWAY 20, IN SECTION 17, T 15 N, R 21 E, 0.3 MILE NORTH OF
 SR0534'A HOUSE ON A HILL, 61 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 76
 SR0534'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 SR0534'PRIVATE ROAD, 47 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 18
 SR0534'FEET EAST OF A FENCE CORNER POST, 13 FEET NORTH OF A FENCE, 2.0 FEET
 SR0534'WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 SR0534'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0534'DRIVEN TO A DEPTH OF 8 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 SR0534'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0207 ***********************************************************************
 SS0207  DESIGNATION -  F 175
 SS0207  PID         -  SS0207
 SS0207  STATE/COUNTY-  MT/JUDITH BASIN
 SS0207  USGS QUAD   -  GEYSER (1979)
 SS0207
 SS0207                         *CURRENT SURVEY CONTROL
 SS0207  ___________________________________________________________________
 SS0207* NAD 83(1986)-  47 20 39.     (N)    110 29 06.     (W)     SCALED    
 SS0207* NAVD 88     -      1264.329  (meters)    4148.05   (feet)  ADJUSTED  
 SS0207  ___________________________________________________________________
 SS0207  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 SS0207  DYNAMIC HT  -        1264.188 (meters)    4147.59  (feet)  COMP
 SS0207  MODELED GRAV-     980,457.7   (mgal)                       NAVD 88
 SS0207
 SS0207  VERT ORDER  -  SECOND    CLASS 0
 SS0207
 SS0207.The horizontal coordinates were scaled from a topographic map and have
 SS0207.an estimated accuracy of +/- 6 seconds.
 SS0207
 SS0207.The orthometric height was determined by differential leveling
 SS0207.and adjusted by the National Geodetic Survey in June 1991..
 SS0207
 SS0207.The geoid height was determined by GEOID03.
 SS0207
 SS0207.The dynamic height is computed by dividing the NAVD 88
 SS0207.geopotential number by the normal gravity value computed on the
 SS0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0207.degrees latitude (g = 980.6199 gals.).
 SS0207
 SS0207.The modeled gravity was interpolated from observed gravity values.
 SS0207
 SS0207;                    North         East    Units  Estimated Accuracy
 SS0207;SPC MT       -   344,290.      525,610.      MT  (+/- 180 meters Scaled)
 SS0207
 SS0207                          SUPERSEDED SURVEY CONTROL
 SS0207
 SS0207  NGVD 29 (??/??/92) 1263.404  (m)         4145.02   (f) ADJ UNCH    2 0
 SS0207
 SS0207.Superseded values are not recommended for survey control.
 SS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0207.See file dsdata.txt to determine how the superseded data were derived.
 SS0207
 SS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT389435(NAD 83)
 SS0207_MARKER: DB = BENCH MARK DISK
 SS0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0207_STAMPING: F 175 1961
 SS0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0207+STABILITY: SURFACE MOTION
 SS0207
 SS0207  HISTORY     - Date     Condition        Report By
 SS0207  HISTORY     - 1961     MONUMENTED       CGS
 SS0207
 SS0207                          STATION DESCRIPTION
 SS0207
 SS0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0207'6.3 MI N FROM GEYSER.
 SS0207'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0207'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0207'5, T 18 N, R 10 E, 31 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 SS0207'ROAD, 34 FEET EAST OF THE CENTER OF THE INTERSECTION OF THE
 SS0207'NORTH-SOUTH ROAD AND A ROAD LEADING WEST, 7 FEET NORTH OF THE EXTENDED
 SS0207'CENTER LINE OF THE ROAD LEADING WEST, 35 FEET NORTH OF A POWER POLE,
 SS0207'22 FEET NORTH OF THE CENTER OF A WIRE GATE, 6 FEET SOUTH OF A POLE
 SS0207'USED TO BRACE A POWER LINE, 2 FEET WEST OF A FENCE, 1.3 FEET NORTH OF
 SS0207'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 SS0207'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0452 ***********************************************************************
 RV0452  DESIGNATION -  F 176
 RV0452  PID         -  RV0452
 RV0452  STATE/COUNTY-  MT/FERGUS
 RV0452  USGS QUAD   -  MOORE (1970)
 RV0452
 RV0452                         *CURRENT SURVEY CONTROL
 RV0452  ___________________________________________________________________
 RV0452* NAD 83(1986)-  46 59 39.     (N)    109 39 46.     (W)     SCALED    
 RV0452* NAVD 88     -      1264.550  (meters)    4148.78   (feet)  ADJUSTED  
 RV0452  ___________________________________________________________________
 RV0452  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 RV0452  DYNAMIC HT  -        1264.363 (meters)    4148.16  (feet)  COMP
 RV0452  MODELED GRAV-     980,421.6   (mgal)                       NAVD 88
 RV0452  OBS GRAVITY -     980,421.6   (mgal)                       GRAV_OBS
 RV0452
 RV0452  VERT ORDER  -  FIRST     CLASS II
 RV0452
 RV0452.The horizontal coordinates were scaled from a topographic map and have
 RV0452.an estimated accuracy of +/- 6 seconds.
 RV0452
 RV0452.The orthometric height was determined by differential leveling
 RV0452.and adjusted by the National Geodetic Survey in June 1991..
 RV0452
 RV0452.The geoid height was determined by GEOID03.
 RV0452
 RV0452.The dynamic height is computed by dividing the NAVD 88
 RV0452.geopotential number by the normal gravity value computed on the
 RV0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0452.degrees latitude (g = 980.6199 gals.).
 RV0452
 RV0452.The modeled gravity was interpolated from observed gravity values.
 RV0452.The observed gravity was obtained from relative gravimeter ties
 RV0452.to the IGSN71 gravity network.
 RV0452
 RV0452;                    North         East    Units  Estimated Accuracy
 RV0452;SPC MT       -   304,940.      587,630.      MT  (+/- 180 meters Scaled)
 RV0452
 RV0452                          SUPERSEDED SURVEY CONTROL
 RV0452
 RV0452  NGVD 29 (??/??/92) 1263.633  (m)         4145.77   (f) ADJ UNCH    1 2
 RV0452
 RV0452.Superseded values are not recommended for survey control.
 RV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0452.See file dsdata.txt to determine how the superseded data were derived.
 RV0452
 RV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT016053(NAD 83)
 RV0452_MARKER: DB = BENCH MARK DISK
 RV0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0452_STAMPING: F 176 1961
 RV0452_PROJECTION: FLUSH
 RV0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0452+STABILITY: SURFACE MOTION
 RV0452
 RV0452  HISTORY     - Date     Condition        Report By
 RV0452  HISTORY     - 1961     MONUMENTED       CGS
 RV0452  HISTORY     - 1980     GOOD             NGS
 RV0452
 RV0452                          STATION DESCRIPTION
 RV0452
 RV0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0452'2.75 MI NE FROM MOORE.
 RV0452'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 RV0452'AT MOORE, THENCE 2.1 MILES NORTHEAST ALONG U. S. HIGHWAY 87, IN
 RV0452'SECTION 11, T 14 N, R 16 E, 135 FEET SOUTHEAST OF AND ACROSS THE
 RV0452'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM LTHE CENTER
 RV0452'LINE OF THE HIGHWAY, 147 FEET EAST OF THE SOUTHEAST END OF A 48-INCH
 RV0452'TUBULAR CULVERT UNDER THE HIGHWAY, 32 1/2 FEET SOUTHEAST OF THE
 RV0452'SOUTHEAST RAIL, 20 FEET NORTH OF A POWER POLE, 15 1/2 FEET NORTHEAST
 RV0452'OF A FENCE, 10 FEET SOUTHWEST OF A TELEPHONE POLE, 1.2 FEET NORTHEAST
 RV0452'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 1 FOOT
 RV0452'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RV0452'PROJECTING 6 INCHES.
 RV0452
 RV0452                          STATION RECOVERY (1980)
 RV0452
 RV0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0452'1.0 KM (0.6 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 RV0452'MOORE, THENCE 3.4 KM (2.1 MI) EASTERLY ALONG U.S. HIGHWAYS 87 AND 191,
 RV0452'41.4 METERS (135.0 FT) SOUTHEAST AND ACROSS THE RAILROAD TRACK FROM
 RV0452'THE CENTERLINE OF THE HIGHWAY, 9.9 METERS (32.5 FT) SOUTHEAST OF THE
 RV0452'SOUTHEAST RAIL OF THE RAILROAD TRACK, 6.1 METERS (20.0 FT) NORTH OF
 RV0452'A UTILITY POLE, 4.7 METERS (15.5 FT) NORTHWEST OF A FENCE, AND
 RV0452'3.0 METERS (10.0 FT) SOUTHWEST OF A UTILITY POLE.
 RV0452'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 RV0452'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0432 ***********************************************************************
 RV0432  DESIGNATION -  F 177
 RV0432  PID         -  RV0432
 RV0432  STATE/COUNTY-  MT/JUDITH BASIN
 RV0432  USGS QUAD   -  BUFFALO (1970)
 RV0432
 RV0432                         *CURRENT SURVEY CONTROL
 RV0432  ___________________________________________________________________
 RV0432* NAD 83(1986)-  46 51 09.     (N)    109 50 22.     (W)     SCALED    
 RV0432* NAVD 88     -      1314.933  (meters)    4314.08   (feet)  ADJUSTED  
 RV0432  ___________________________________________________________________
 RV0432  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 RV0432  DYNAMIC HT  -        1314.696 (meters)    4313.30  (feet)  COMP
 RV0432  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 RV0432
 RV0432  VERT ORDER  -  SECOND    CLASS 0
 RV0432
 RV0432.The horizontal coordinates were scaled from a topographic map and have
 RV0432.an estimated accuracy of +/- 6 seconds.
 RV0432
 RV0432.The orthometric height was determined by differential leveling
 RV0432.and adjusted by the National Geodetic Survey in June 1991..
 RV0432
 RV0432.The geoid height was determined by GEOID03.
 RV0432
 RV0432.The dynamic height is computed by dividing the NAVD 88
 RV0432.geopotential number by the normal gravity value computed on the
 RV0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0432.degrees latitude (g = 980.6199 gals.).
 RV0432
 RV0432.The modeled gravity was interpolated from observed gravity values.
 RV0432
 RV0432;                    North         East    Units  Estimated Accuracy
 RV0432;SPC MT       -   289,250.      574,130.      MT  (+/- 180 meters Scaled)
 RV0432
 RV0432                          SUPERSEDED SURVEY CONTROL
 RV0432
 RV0432  NGVD 29 (??/??/92) 1313.984  (m)         4310.96   (f) ADJ UNCH    2 0
 RV0432
 RV0432.Superseded values are not recommended for survey control.
 RV0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0432.See file dsdata.txt to determine how the superseded data were derived.
 RV0432
 RV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS884894(NAD 83)
 RV0432_MARKER: DB = BENCH MARK DISK
 RV0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0432_STAMPING: F 177 1961
 RV0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0432+STABILITY: SURFACE MOTION
 RV0432
 RV0432  HISTORY     - Date     Condition        Report By
 RV0432  HISTORY     - 1961     MONUMENTED       CGS
 RV0432
 RV0432                          STATION DESCRIPTION
 RV0432
 RV0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0432'3.3 MI NW FROM BUFFALO.
 RV0432'ABOUT 2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0432'STATION SIGN AT BUFFALO, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 RV0432'IN SECTION 33, T 13 N, R 15 E, AT THE JUNCTION OF THE ROAD WITH A
 RV0432'COUNTY ROAD LEADING SOUTH AND A PRIVATE ROAD LEADING NORTH, 71 FEET
 RV0432'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 28 FEET EAST OF THE
 RV0432'CENTER LINE OF THE NORTH-SOUTH ROAD, 40 FEET SOUTH OF A FENCE CORNER,
 RV0432'2 1/2 FEET WEST OF A NORTH SOUTH FENCE, 1.5 FEET NORTH OF A METAL
 RV0432'WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD AND ABOUT 4 FEET
 RV0432'ABOVE THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 RV0432'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0404 ***********************************************************************
 SS0404  DESIGNATION -  F 178
 SS0404  PID         -  SS0404
 SS0404  STATE/COUNTY-  MT/JUDITH BASIN
 SS0404  USGS QUAD   -  ARROW PEAK (1995)
 SS0404
 SS0404                         *CURRENT SURVEY CONTROL
 SS0404  ___________________________________________________________________
 SS0404* NAD 83(1986)-  47 22 33.     (N)    110 34 29.     (W)     SCALED    
 SS0404* NAVD 88     -      1443.458  (meters)    4735.75   (feet)  ADJUSTED  
 SS0404  ___________________________________________________________________
 SS0404  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 SS0404  DYNAMIC HT  -        1443.244 (meters)    4735.04  (feet)  COMP
 SS0404  MODELED GRAV-     980,413.4   (mgal)                       NAVD 88
 SS0404
 SS0404  VERT ORDER  -  SECOND    CLASS 0
 SS0404
 SS0404.The horizontal coordinates were scaled from a topographic map and have
 SS0404.an estimated accuracy of +/- 6 seconds.
 SS0404
 SS0404.The orthometric height was determined by differential leveling
 SS0404.and adjusted by the National Geodetic Survey in June 1991..
 SS0404
 SS0404.The geoid height was determined by GEOID03.
 SS0404
 SS0404.The dynamic height is computed by dividing the NAVD 88
 SS0404.geopotential number by the normal gravity value computed on the
 SS0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0404.degrees latitude (g = 980.6199 gals.).
 SS0404
 SS0404.The modeled gravity was interpolated from observed gravity values.
 SS0404
 SS0404;                    North         East    Units  Estimated Accuracy
 SS0404;SPC MT       -   347,890.      518,890.      MT  (+/- 180 meters Scaled)
 SS0404
 SS0404                          SUPERSEDED SURVEY CONTROL
 SS0404
 SS0404  NGVD 29 (??/??/92) 1442.478  (m)         4732.53   (f) ADJ UNCH    2 0
 SS0404
 SS0404.Superseded values are not recommended for survey control.
 SS0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0404.See file dsdata.txt to determine how the superseded data were derived.
 SS0404
 SS0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321470(NAD 83)
 SS0404_MARKER: DB = BENCH MARK DISK
 SS0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0404_SP_SET: CULVERT
 SS0404_STAMPING: F 178 1961
 SS0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0404
 SS0404  HISTORY     - Date     Condition        Report By
 SS0404  HISTORY     - 1961     MONUMENTED       CGS
 SS0404
 SS0404                          STATION DESCRIPTION
 SS0404
 SS0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0404'12.65 MI NW FROM GEYSER.
 SS0404'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0404'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0404'MILES WEST ALONG A DIRT ROAD, THENCE 2.55 MILES NORTH ALONG A DIRT
 SS0404'ROAD, IN SECTION 27, T 19 N, R 9 E, ABOUT 0.2 MILE SOUTHEAST OF A
 SS0404'SMALL RANCH HOUSE, ON THE NORTHWEST END OF THE BOTTOM OF A SMALL DRAW,
 SS0404'53 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 SS0404'LARGE BOULDER WHICH PROJECTS 10 INCHES, 39 1/2 FEET NORTH-NORTHEAST OF
 SS0404'THE NORTHEAST END OF A 16-INCH METAL TUBULAR CULVERT, 25 FEET
 SS0404'NORTHEAST OF A FENCE, 25.0 FEET NORTHEAST OF A METAL WITNESS POST, AND
 SS0404'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0433 ***********************************************************************
 SS0433  DESIGNATION -  F 179
 SS0433  PID         -  SS0433
 SS0433  STATE/COUNTY-  MT/CASCADE
 SS0433  USGS QUAD   -  BLYTHE (1982)
 SS0433
 SS0433                         *CURRENT SURVEY CONTROL
 SS0433  ___________________________________________________________________
 SS0433* NAD 83(1986)-  47 22 12.     (N)    110 49 03.     (W)     SCALED    
 SS0433* NAVD 88     -      1320.534  (meters)    4332.45   (feet)  ADJUSTED  
 SS0433  ___________________________________________________________________
 SS0433  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 SS0433  DYNAMIC HT  -        1320.420 (meters)    4332.08  (feet)  COMP
 SS0433  MODELED GRAV-     980,479.0   (mgal)                       NAVD 88
 SS0433
 SS0433  VERT ORDER  -  FIRST     CLASS II
 SS0433
 SS0433.The horizontal coordinates were scaled from a topographic map and have
 SS0433.an estimated accuracy of +/- 6 seconds.
 SS0433
 SS0433.The orthometric height was determined by differential leveling
 SS0433.and adjusted by the National Geodetic Survey in June 1991..
 SS0433
 SS0433.The geoid height was determined by GEOID03.
 SS0433
 SS0433.The dynamic height is computed by dividing the NAVD 88
 SS0433.geopotential number by the normal gravity value computed on the
 SS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0433.degrees latitude (g = 980.6199 gals.).
 SS0433
 SS0433.The modeled gravity was interpolated from observed gravity values.
 SS0433
 SS0433;                    North         East    Units  Estimated Accuracy
 SS0433;SPC MT       -   347,520.      500,550.      MT  (+/- 180 meters Scaled)
 SS0433
 SS0433                          SUPERSEDED SURVEY CONTROL
 SS0433
 SS0433  NGVD 29 (??/??/92) 1319.614  (m)         4329.43   (f) ADJ UNCH    1 2
 SS0433
 SS0433.Superseded values are not recommended for survey control.
 SS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0433.See file dsdata.txt to determine how the superseded data were derived.
 SS0433
 SS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT137462(NAD 83)
 SS0433_MARKER: DB = BENCH MARK DISK
 SS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0433_STAMPING: F 179 1961
 SS0433_PROJECTION: PROJECTING 10 CENTIMETERS
 SS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0433+STABILITY: SURFACE MOTION
 SS0433
 SS0433  HISTORY     - Date     Condition        Report By
 SS0433  HISTORY     - 1961     MONUMENTED       CGS
 SS0433  HISTORY     - 1980     GOOD             NGS
 SS0433
 SS0433                          STATION DESCRIPTION
 SS0433
 SS0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0433'7.2 MI E FROM BELT.
 SS0433'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0433'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0433'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0433'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0433'ROAD, THENCE 2.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 34, T 19
 SS0433'N, R 7 E, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH
 SS0433'OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SS0433'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SS0433
 SS0433                          STATION RECOVERY (1980)
 SS0433
 SS0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0433'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0433'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, THENCE 6.9
 SS0433'KM (4.3 MI) EAST ALONG A GRAVELED ROAD, THENCE 3.4 KM (2.1 MI) EAST
 SS0433'ALONG A GRAVELED ROAD, 12.5 METERS (41 FT) SOUTH OF THE CENTER OF THE
 SS0433'ROAD AND 0.6 METER (2.1 FT) NORTH OF A FENCE.
 SS0433'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 SS0433'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0095 ***********************************************************************
 TH0095  DESIGNATION -  F 18
 TH0095  PID         -  TH0095
 TH0095  STATE/COUNTY-  MT/ROOSEVELT
 TH0095  USGS QUAD   -  BROCKTON (1989)
 TH0095
 TH0095                         *CURRENT SURVEY CONTROL
 TH0095  ___________________________________________________________________
 TH0095* NAD 83(1986)-  48 08 52.     (N)    104 55 04.     (W)     SCALED    
 TH0095* NAVD 88     -       597.496  (meters)    1960.28   (feet)  ADJUSTED  
 TH0095  ___________________________________________________________________
 TH0095  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0095  DYNAMIC HT  -         597.563 (meters)    1960.50  (feet)  COMP
 TH0095  MODELED GRAV-     980,705.1   (mgal)                       NAVD 88
 TH0095
 TH0095  VERT ORDER  -  FIRST     CLASS II
 TH0095
 TH0095.The horizontal coordinates were scaled from a topographic map and have
 TH0095.an estimated accuracy of +/- 6 seconds.
 TH0095
 TH0095.The orthometric height was determined by differential leveling
 TH0095.and adjusted by the National Geodetic Survey in June 1991..
 TH0095
 TH0095.The geoid height was determined by GEOID03.
 TH0095
 TH0095.The dynamic height is computed by dividing the NAVD 88
 TH0095.geopotential number by the normal gravity value computed on the
 TH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0095.degrees latitude (g = 980.6199 gals.).
 TH0095
 TH0095.The modeled gravity was interpolated from observed gravity values.
 TH0095
 TH0095;                    North         East    Units  Estimated Accuracy
 TH0095;SPC MT       -   443,090.      940,640.      MT  (+/- 180 meters Scaled)
 TH0095
 TH0095                          SUPERSEDED SURVEY CONTROL
 TH0095
 TH0095  NGVD 29 (??/??/92)  596.945  (m)         1958.48   (f) ADJ UNCH    1 2
 TH0095
 TH0095.Superseded values are not recommended for survey control.
 TH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0095.See file dsdata.txt to determine how the superseded data were derived.
 TH0095
 TH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP061327(NAD 83)
 TH0095_MARKER: Z = SEE DESCRIPTION
 TH0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TH0095_SP_SET: PIER FOOTING
 TH0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0095
 TH0095  HISTORY     - Date     Condition        Report By
 TH0095  HISTORY     - UNK      MONUMENTED       CGS
 TH0095  HISTORY     - 1934     MARK NOT FOUND   NGS
 TH0095
 TH0095                          STATION DESCRIPTION
 TH0095
 TH0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0095'IN BROCKTON.
 TH0095'AT BROCKTON, ROOSEVELT COUNTY, ON THE GREAT NORTHERN RAILWAY, AT THE
 TH0095'OLD WATER TANK, AND ON THE FOOTING OF A PIER.  THE BOTTOM OF A SQUARE
 TH0095'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0049 ***********************************************************************
 RW0049  DESIGNATION -  F 180
 RW0049  PID         -  RW0049
 RW0049  STATE/COUNTY-  MT/JUDITH BASIN
 RW0049  USGS QUAD   -  UTICA (1970)
 RW0049
 RW0049                         *CURRENT SURVEY CONTROL
 RW0049  ___________________________________________________________________
 RW0049* NAD 83(1986)-  46 59 24.     (N)    110 01 11.     (W)     SCALED    
 RW0049* NAVD 88     -      1317.840  (meters)    4323.61   (feet)  ADJUSTED  
 RW0049  ___________________________________________________________________
 RW0049  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 RW0049  DYNAMIC HT  -        1317.619 (meters)    4322.89  (feet)  COMP
 RW0049  MODELED GRAV-     980,399.9   (mgal)                       NAVD 88
 RW0049
 RW0049  VERT ORDER  -  SECOND    CLASS 0
 RW0049
 RW0049.The horizontal coordinates were scaled from a topographic map and have
 RW0049.an estimated accuracy of +/- 6 seconds.
 RW0049
 RW0049.The orthometric height was determined by differential leveling
 RW0049.and adjusted by the National Geodetic Survey in June 1991..
 RW0049
 RW0049.The geoid height was determined by GEOID03.
 RW0049
 RW0049.The dynamic height is computed by dividing the NAVD 88
 RW0049.geopotential number by the normal gravity value computed on the
 RW0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0049.degrees latitude (g = 980.6199 gals.).
 RW0049
 RW0049.The modeled gravity was interpolated from observed gravity values.
 RW0049
 RW0049;                    North         East    Units  Estimated Accuracy
 RW0049;SPC MT       -   304,600.      560,490.      MT  (+/- 180 meters Scaled)
 RW0049
 RW0049                          SUPERSEDED SURVEY CONTROL
 RW0049
 RW0049  NGVD 29 (??/??/92) 1316.892  (m)         4320.50   (f) ADJ UNCH    2 0
 RW0049
 RW0049.Superseded values are not recommended for survey control.
 RW0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0049.See file dsdata.txt to determine how the superseded data were derived.
 RW0049
 RW0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT745045(NAD 83)
 RW0049_MARKER: DB = BENCH MARK DISK
 RW0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0049_STAMPING: F 180 1961
 RW0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0049+STABILITY: SURFACE MOTION
 RW0049
 RW0049  HISTORY     - Date     Condition        Report By
 RW0049  HISTORY     - 1961     MONUMENTED       CGS
 RW0049  HISTORY     - 1970     MARK NOT FOUND   USGS
 RW0049
 RW0049                          STATION DESCRIPTION
 RW0049
 RW0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0049'7.3 MI S FROM BENCHLAND.
 RW0049'ABOUT 0.65 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 RW0049'RAILWAY STATION AT BENCHLAND, THENCE 6.15 MILES SOUTH ALONG A GRAVELED
 RW0049'ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 12, T 14
 RW0049'N, R 13 E, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 111 FEET
 RW0049'SOUTH OF THE ACROSS THE ROAD FROM A POWER POLE BEARING A TRANSFORMER,
 RW0049'1 FOOT NORTH OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 RW0049'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RW0049'2 INCHES.
 RW0049
 RW0049                          STATION RECOVERY (1970)
 RW0049
 RW0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 RW0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0766 ***********************************************************************
 SR0766  DESIGNATION -  F 181
 SR0766  PID         -  SR0766
 SR0766  STATE/COUNTY-  MT/JUDITH BASIN
 SR0766  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0766
 SR0766                         *CURRENT SURVEY CONTROL
 SR0766  ___________________________________________________________________
 SR0766* NAD 83(1986)-  47 08 37.     (N)    109 46 41.     (W)     SCALED    
 SR0766* NAVD 88     -      1147.895  (meters)    3766.05   (feet)  ADJUSTED  
 SR0766  ___________________________________________________________________
 SR0766  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 SR0766  DYNAMIC HT  -        1147.763 (meters)    3765.62  (feet)  COMP
 SR0766  MODELED GRAV-     980,458.5   (mgal)                       NAVD 88
 SR0766
 SR0766  VERT ORDER  -  SECOND    CLASS 0
 SR0766
 SR0766.The horizontal coordinates were scaled from a topographic map and have
 SR0766.an estimated accuracy of +/- 6 seconds.
 SR0766
 SR0766.The orthometric height was determined by differential leveling
 SR0766.and adjusted by the National Geodetic Survey in June 1991..
 SR0766
 SR0766.The geoid height was determined by GEOID03.
 SR0766
 SR0766.The dynamic height is computed by dividing the NAVD 88
 SR0766.geopotential number by the normal gravity value computed on the
 SR0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0766.degrees latitude (g = 980.6199 gals.).
 SR0766
 SR0766.The modeled gravity was interpolated from observed gravity values.
 SR0766
 SR0766;                    North         East    Units  Estimated Accuracy
 SR0766;SPC MT       -   321,570.      578,920.      MT  (+/- 180 meters Scaled)
 SR0766
 SR0766                          SUPERSEDED SURVEY CONTROL
 SR0766
 SR0766  NGVD 29 (??/??/92) 1146.997  (m)         3763.11   (f) ADJ UNCH    2 0
 SR0766
 SR0766.Superseded values are not recommended for survey control.
 SR0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0766.See file dsdata.txt to determine how the superseded data were derived.
 SR0766
 SR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT926218(NAD 83)
 SR0766_MARKER: DB = BENCH MARK DISK
 SR0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0766_SP_SET: BRIDGE
 SR0766_STAMPING: F 181 1961
 SR0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0766
 SR0766  HISTORY     - Date     Condition        Report By
 SR0766  HISTORY     - 1961     MONUMENTED       CGS
 SR0766
 SR0766                          STATION DESCRIPTION
 SR0766
 SR0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0766'3.0 MI N FROM KOLIN.
 SR0766'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0766'KOLIN, THENCE 2.8 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 14, T
 SR0766'16 N, R 15 E, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE
 SR0766'TOP OF THE NORTHWEST CONCRETE WING WALL OF A CONCRETE BRIDGE OVER
 SR0766'INDIAN CREEK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0298 ***********************************************************************
 SS0298  DESIGNATION -  F 182
 SS0298  PID         -  SS0298
 SS0298  STATE/COUNTY-  MT/JUDITH BASIN
 SS0298  USGS QUAD   -  STANFORD NE (1978)
 SS0298
 SS0298                         *CURRENT SURVEY CONTROL
 SS0298  ___________________________________________________________________
 SS0298* NAD 83(1986)-  47 10 02.     (N)    110 00 38.     (W)     SCALED    
 SS0298* NAVD 88     -      1204.636  (meters)    3952.21   (feet)  ADJUSTED  
 SS0298  ___________________________________________________________________
 SS0298  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 SS0298  DYNAMIC HT  -        1204.486 (meters)    3951.72  (feet)  COMP
 SS0298  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 SS0298
 SS0298  VERT ORDER  -  SECOND    CLASS 0
 SS0298
 SS0298.The horizontal coordinates were scaled from a topographic map and have
 SS0298.an estimated accuracy of +/- 6 seconds.
 SS0298
 SS0298.The orthometric height was determined by differential leveling
 SS0298.and adjusted by the National Geodetic Survey in June 1991..
 SS0298
 SS0298.The geoid height was determined by GEOID03.
 SS0298
 SS0298.The dynamic height is computed by dividing the NAVD 88
 SS0298.geopotential number by the normal gravity value computed on the
 SS0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0298.degrees latitude (g = 980.6199 gals.).
 SS0298
 SS0298.The modeled gravity was interpolated from observed gravity values.
 SS0298
 SS0298;                    North         East    Units  Estimated Accuracy
 SS0298;SPC MT       -   324,280.      561,310.      MT  (+/- 180 meters Scaled)
 SS0298
 SS0298                          SUPERSEDED SURVEY CONTROL
 SS0298
 SS0298  NGVD 29 (??/??/92) 1203.724  (m)         3949.22   (f) ADJ UNCH    2 0
 SS0298
 SS0298.Superseded values are not recommended for survey control.
 SS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0298.See file dsdata.txt to determine how the superseded data were derived.
 SS0298
 SS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT749242(NAD 83)
 SS0298_MARKER: DB = BENCH MARK DISK
 SS0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0298_STAMPING: F 182 1961
 SS0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0298+STABILITY: SURFACE MOTION
 SS0298
 SS0298  HISTORY     - Date     Condition        Report By
 SS0298  HISTORY     - 1961     MONUMENTED       CGS
 SS0298
 SS0298                          STATION DESCRIPTION
 SS0298
 SS0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0298'7.05 MI N FROM BENCHLAND.
 SS0298'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0298'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, IN
 SS0298'SECTION 12, T 16 N, R 13 E, 52 FEET SOUTH OF THE CENTER OF THE
 SS0298'JUNCTION OF THE GRAVELED ROAD AND A GRAVELED ROAD LEADING EAST, 38
 SS0298'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 3 FEET EAST OF A
 SS0298'FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 SS0298'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0298'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0323 ***********************************************************************
 SR0323  DESIGNATION -  F 183
 SR0323  PID         -  SR0323
 SR0323  STATE/COUNTY-  MT/FERGUS
 SR0323  USGS QUAD   -  WINIFRED WEST (1985)
 SR0323
 SR0323                         *CURRENT SURVEY CONTROL
 SR0323  ___________________________________________________________________
 SR0323* NAD 83(1986)-  47 30 04.     (N)    109 24 55.     (W)     SCALED    
 SR0323* NAVD 88     -      1044.670  (meters)    3427.39   (feet)  ADJUSTED  
 SR0323  ___________________________________________________________________
 SR0323  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 SR0323  DYNAMIC HT  -        1044.616 (meters)    3427.21  (feet)  COMP
 SR0323  MODELED GRAV-     980,525.4   (mgal)                       NAVD 88
 SR0323
 SR0323  VERT ORDER  -  SECOND    CLASS 0
 SR0323
 SR0323.The horizontal coordinates were scaled from a topographic map and have
 SR0323.an estimated accuracy of +/- 6 seconds.
 SR0323
 SR0323.The orthometric height was determined by differential leveling
 SR0323.and adjusted by the National Geodetic Survey in June 1991..
 SR0323
 SR0323.The geoid height was determined by GEOID03.
 SR0323
 SR0323.The dynamic height is computed by dividing the NAVD 88
 SR0323.geopotential number by the normal gravity value computed on the
 SR0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0323.degrees latitude (g = 980.6199 gals.).
 SR0323
 SR0323.The modeled gravity was interpolated from observed gravity values.
 SR0323
 SR0323;                    North         East    Units  Estimated Accuracy
 SR0323;SPC MT       -   361,260.      606,380.      MT  (+/- 180 meters Scaled)
 SR0323
 SR0323                          SUPERSEDED SURVEY CONTROL
 SR0323
 SR0323  NGVD 29 (??/??/92) 1043.836  (m)         3424.65   (f) ADJ UNCH    2 0
 SR0323
 SR0323.Superseded values are not recommended for survey control.
 SR0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0323.See file dsdata.txt to determine how the superseded data were derived.
 SR0323
 SR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT193620(NAD 83)
 SR0323_MARKER: DB = BENCH MARK DISK
 SR0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0323_STAMPING: F 183 1961
 SR0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0323+STABILITY: SURFACE MOTION
 SR0323
 SR0323  HISTORY     - Date     Condition        Report By
 SR0323  HISTORY     - 1961     MONUMENTED       CGS
 SR0323  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0323
 SR0323                          STATION DESCRIPTION
 SR0323
 SR0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0323'6.95 MI NW FROM SUFFOLK.
 SR0323'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0323'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK.
 SR0323'THENCE 4.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.05 MILES
 SR0323'NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 15, T 20 N, R 18 E,
 SR0323'0.25 MILE NORTHEAST OF A PROMINENT HILL AND A POWER LINE CROSSING OVER
 SR0323'THE ROAD, ABOUT 166 YARDS SOUTH OF A SMALL FARMHOUSE ON THE EAST SIDE
 SR0323'OF THE ROAD, 310 FEET SOUTH OF THE CREST OF A SMALL KNOLL, AT THE
 SR0323'NORTH END OF A SHARP CURVE IN THE ROAD AND 35 FEET EAST OF THE CENTER
 SR0323'LINE OF THE ROAD, 2 1/2 FEET NORTHWEST OF A T-FENCE CORNER POST, 1 1/2
 SR0323'FEET WEST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 SR0323'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0323'PROJECTING 5 INCHES.
 SR0323
 SR0323                          STATION RECOVERY (1979)
 SR0323
 SR0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0622 ***********************************************************************
 SR0622  DESIGNATION -  F 184
 SR0622  PID         -  SR0622
 SR0622  STATE/COUNTY-  MT/FERGUS
 SR0622  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0622
 SR0622                         *CURRENT SURVEY CONTROL
 SR0622  ___________________________________________________________________
 SR0622* NAD 83(1986)-  47 26 09.     (N)    109 39 36.     (W)     SCALED    
 SR0622* NAVD 88     -      1036.524  (meters)    3400.66   (feet)  ADJUSTED  
 SR0622  ___________________________________________________________________
 SR0622  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 SR0622  DYNAMIC HT  -        1036.466 (meters)    3400.47  (feet)  COMP
 SR0622  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 SR0622
 SR0622  VERT ORDER  -  SECOND    CLASS 0
 SR0622
 SR0622.The horizontal coordinates were scaled from a topographic map and have
 SR0622.an estimated accuracy of +/- 6 seconds.
 SR0622
 SR0622.The orthometric height was determined by differential leveling
 SR0622.and adjusted by the National Geodetic Survey in June 1991..
 SR0622
 SR0622.The geoid height was determined by GEOID03.
 SR0622
 SR0622.The dynamic height is computed by dividing the NAVD 88
 SR0622.geopotential number by the normal gravity value computed on the
 SR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0622.degrees latitude (g = 980.6199 gals.).
 SR0622
 SR0622.The modeled gravity was interpolated from observed gravity values.
 SR0622
 SR0622;                    North         East    Units  Estimated Accuracy
 SR0622;SPC MT       -   354,020.      587,940.      MT  (+/- 180 meters Scaled)
 SR0622
 SR0622                          SUPERSEDED SURVEY CONTROL
 SR0622
 SR0622  NGVD 29 (??/??/92) 1035.681  (m)         3397.90   (f) ADJ UNCH    2 0
 SR0622
 SR0622.Superseded values are not recommended for survey control.
 SR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0622.See file dsdata.txt to determine how the superseded data were derived.
 SR0622
 SR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT010544(NAD 83)
 SR0622_MARKER: DB = BENCH MARK DISK
 SR0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0622_STAMPING: F 184 1961
 SR0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0622+STABILITY: SURFACE MOTION
 SR0622
 SR0622  HISTORY     - Date     Condition        Report By
 SR0622  HISTORY     - 1961     MONUMENTED       CGS
 SR0622
 SR0622                          STATION DESCRIPTION
 SR0622
 SR0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0622'22.05 MI NE FROM DENTON.
 SR0622'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0622'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0622'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0622'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0622'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0622'NORTH AND 14.75 MILES EAST ALONG A GRAVELED ROAD, OR 0.8 MILE
 SR0622'NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 SR0622'AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE 4.0 MILES WEST ALONG
 SR0622'A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A GRADED DIRT ROAD,
 SR0622'THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.55 MILES
 SR0622'WEST ALONG A GRADED DIRT ROAD, THENCE 10.2 MILES SOUTH ALONG A
 SR0622'GRAVELED ROAD, IN SECTION 2, T 19 N, R 16 E, 0.1 MILE NORTH OF A TWO
 SR0622'STORY RANCH HOUSE, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 SR0622'24 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY, 2 FEET NORTHWEST
 SR0622'OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 SR0622'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SR0622'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0709 ***********************************************************************
 SR0709  DESIGNATION -  F 185
 SR0709  PID         -  SR0709
 SR0709  STATE/COUNTY-  MT/FERGUS
 SR0709  USGS QUAD   -  TONEY BENCH (1978)
 SR0709
 SR0709                         *CURRENT SURVEY CONTROL
 SR0709  ___________________________________________________________________
 SR0709* NAD 83(1986)-  47 15 39.     (N)    109 39 49.     (W)     SCALED    
 SR0709* NAVD 88     -      1066.219  (meters)    3498.09   (feet)  ADJUSTED  
 SR0709  ___________________________________________________________________
 SR0709  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 SR0709  DYNAMIC HT  -        1066.125 (meters)    3497.78  (feet)  COMP
 SR0709  MODELED GRAV-     980,487.6   (mgal)                       NAVD 88
 SR0709
 SR0709  VERT ORDER  -  SECOND    CLASS 0
 SR0709
 SR0709.The horizontal coordinates were scaled from a topographic map and have
 SR0709.an estimated accuracy of +/- 6 seconds.
 SR0709
 SR0709.The orthometric height was determined by differential leveling
 SR0709.and adjusted by the National Geodetic Survey in June 1991..
 SR0709
 SR0709.The geoid height was determined by GEOID03.
 SR0709
 SR0709.The dynamic height is computed by dividing the NAVD 88
 SR0709.geopotential number by the normal gravity value computed on the
 SR0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0709.degrees latitude (g = 980.6199 gals.).
 SR0709
 SR0709.The modeled gravity was interpolated from observed gravity values.
 SR0709
 SR0709;                    North         East    Units  Estimated Accuracy
 SR0709;SPC MT       -   334,570.      587,620.      MT  (+/- 180 meters Scaled)
 SR0709
 SR0709                          SUPERSEDED SURVEY CONTROL
 SR0709
 SR0709  NGVD 29 (??/??/92) 1065.349  (m)         3495.23   (f) ADJ UNCH    2 0
 SR0709
 SR0709.Superseded values are not recommended for survey control.
 SR0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0709.See file dsdata.txt to determine how the superseded data were derived.
 SR0709
 SR0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT011350(NAD 83)
 SR0709_MARKER: DB = BENCH MARK DISK
 SR0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0709_STAMPING: F 185 1961
 SR0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0709+STABILITY: SURFACE MOTION
 SR0709
 SR0709  HISTORY     - Date     Condition        Report By
 SR0709  HISTORY     - 1961     MONUMENTED       CGS
 SR0709  HISTORY     - 1973     GOOD             USGS
 SR0709
 SR0709                          STATION DESCRIPTION
 SR0709
 SR0709'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0709'13.05 MI NW FROM BROOKS.
 SR0709'ABOUT 0.25 MI NORTH ALONG THE CMSTP AND P RAILROAD FROM THE STATION
 SR0709'SIGN AND GRAIN ELEVATOR AT BROOKS, THENCE 12.8 MI EAST ALONG A PAVED
 SR0709'ROAD, IN SECTION 3, T 17 N, R 16 E, 0.3 MI EAST OF A SCHOOLHOUSE, AT
 SR0709'THE JCT OF THE HWY AND AN OLD E-W ROAD GRADE, 110 FT EAST OF THE
 SR0709'CENTER LINE OF THE PAVED ROAD, 43 FT NORTH OF THE CENTER LINE OF THE
 SR0709'OLD RD GRADE, 16 1/2 FT EAST OF A POWER POLE, 3 FT SOUTH OF A FENCE,
 SR0709'1.5 FT WEST OF A METAL WITNESS POST, ABOUT 6 FT ABOVE THE HWY AND SET
 SR0709'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0167 ***********************************************************************
 SR0167  DESIGNATION -  F 186
 SR0167  PID         -  SR0167
 SR0167  STATE/COUNTY-  MT/FERGUS
 SR0167  USGS QUAD   -  FISH DAM (1986)
 SR0167
 SR0167                         *CURRENT SURVEY CONTROL
 SR0167  ___________________________________________________________________
 SR0167* NAD 83(1986)-  47 06 02.     (N)    108 53 05.     (W)     SCALED    
 SR0167* NAVD 88     -      1119.032  (meters)    3671.36   (feet)  ADJUSTED  
 SR0167  ___________________________________________________________________
 SR0167  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 SR0167  DYNAMIC HT  -        1118.937 (meters)    3671.05  (feet)  COMP
 SR0167  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 SR0167
 SR0167  VERT ORDER  -  SECOND    CLASS 0
 SR0167
 SR0167.The horizontal coordinates were scaled from a topographic map and have
 SR0167.an estimated accuracy of +/- 6 seconds.
 SR0167
 SR0167.The orthometric height was determined by differential leveling
 SR0167.and adjusted by the National Geodetic Survey in June 1991..
 SR0167
 SR0167.The geoid height was determined by GEOID03.
 SR0167
 SR0167.The dynamic height is computed by dividing the NAVD 88
 SR0167.geopotential number by the normal gravity value computed on the
 SR0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0167.degrees latitude (g = 980.6199 gals.).
 SR0167
 SR0167.The modeled gravity was interpolated from observed gravity values.
 SR0167
 SR0167;                    North         East    Units  Estimated Accuracy
 SR0167;SPC MT       -   316,930.      646,680.      MT  (+/- 180 meters Scaled)
 SR0167
 SR0167                          SUPERSEDED SURVEY CONTROL
 SR0167
 SR0167  NGVD 29 (??/??/92) 1118.228  (m)         3668.72   (f) ADJ UNCH    2 0
 SR0167
 SR0167.Superseded values are not recommended for survey control.
 SR0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0167.See file dsdata.txt to determine how the superseded data were derived.
 SR0167
 SR0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT605185(NAD 83)
 SR0167_MARKER: DB = BENCH MARK DISK
 SR0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0167_STAMPING: F 186 1961
 SR0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0167+STABILITY: SURFACE MOTION
 SR0167
 SR0167  HISTORY     - Date     Condition        Report By
 SR0167  HISTORY     - 1961     MONUMENTED       CGS
 SR0167
 SR0167                          STATION DESCRIPTION
 SR0167
 SR0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0167'29.7 MI NE FROM LEWISTOWN.
 SR0167'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0167'STATION AT LEWISTOWN, THENCE 22.25 MILES EAST ALONG U. S. HIGHWAY 87
 SR0167'AND STATE HIGHWAY 20, THENCE 5.35 MILES NORTHEAST ALONG A GRADED DIRT
 SR0167'ROAD, THENCE 1.9 MILES EAST ALONG A TRACK ROAD TO THE RANCH HOUSE
 SR0167'OWNED BY BEAUFORD MUNSON, IN SECTION 35, T 16 N, R 22 E, 35 FEET SOUTH
 SR0167'OF THE CENTER LINE OF THE TRACK ROAD, 363 FEET EAST OF THE SOUTHEAST
 SR0167'CORNER OF THE RANCH HOUSE, 41 FEET EAST OF THE CENTER LINE OF A TRACK
 SR0167'ROAD LEADING SOUTH, 1 FOOT WEST OF A FENCE, 1.5 FEET NORTHWEST OF A
 SR0167'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0167'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0671 ***********************************************************************
 SR0671  DESIGNATION -  F 187
 SR0671  PID         -  SR0671
 SR0671  STATE/COUNTY-  MT/FERGUS
 SR0671  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0671
 SR0671                         *CURRENT SURVEY CONTROL
 SR0671  ___________________________________________________________________
 SR0671* NAD 83(1986)-  47 25 47.     (N)    109 53 39.     (W)     SCALED    
 SR0671* NAVD 88     -      1039.081  (meters)    3409.05   (feet)  ADJUSTED  
 SR0671  ___________________________________________________________________
 SR0671  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 SR0671  DYNAMIC HT  -        1039.016 (meters)    3408.84  (feet)  COMP
 SR0671  MODELED GRAV-     980,514.0   (mgal)                       NAVD 88
 SR0671
 SR0671  VERT ORDER  -  SECOND    CLASS 0
 SR0671
 SR0671.The horizontal coordinates were scaled from a topographic map and have
 SR0671.an estimated accuracy of +/- 6 seconds.
 SR0671
 SR0671.The orthometric height was determined by differential leveling
 SR0671.and adjusted by the National Geodetic Survey in June 1991..
 SR0671
 SR0671.The geoid height was determined by GEOID03.
 SR0671
 SR0671.The dynamic height is computed by dividing the NAVD 88
 SR0671.geopotential number by the normal gravity value computed on the
 SR0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0671.degrees latitude (g = 980.6199 gals.).
 SR0671
 SR0671.The modeled gravity was interpolated from observed gravity values.
 SR0671
 SR0671;                    North         East    Units  Estimated Accuracy
 SR0671;SPC MT       -   353,400.      570,280.      MT  (+/- 180 meters Scaled)
 SR0671
 SR0671                          SUPERSEDED SURVEY CONTROL
 SR0671
 SR0671  NGVD 29 (??/??/92) 1038.228  (m)         3406.25   (f) ADJ UNCH    2 0
 SR0671
 SR0671.Superseded values are not recommended for survey control.
 SR0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0671.See file dsdata.txt to determine how the superseded data were derived.
 SR0671
 SR0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT833535(NAD 83)
 SR0671_MARKER: DB = BENCH MARK DISK
 SR0671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0671_SP_SET: 12 FT
 SR0671_STAMPING: F 187 1961
 SR0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0671
 SR0671  HISTORY     - Date     Condition        Report By
 SR0671  HISTORY     - 1961     MONUMENTED       CGS
 SR0671
 SR0671                          STATION DESCRIPTION
 SR0671
 SR0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0671'12.65 MI NE FROM DENTON.
 SR0671'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0671'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0671'7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 4.3 MILES EAST ALONG A
 SR0671'GRAVELED AND DIRT ROAD, IN SECTION 11, T 19 N, R 14 E, 400 FEET WEST
 SR0671'OF A FARMHOUSE, 185 FEET WEST-SOUTHWEST OF THE WEST CORNER OF A SMALL
 SR0671'WOODEN BRIDGE, 67 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 57
 SR0671'FEET WEST OF A FENCE CORNER POST, 2 FEET SOUTH OF A FENCE, 2.0 FEET
 SR0671'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON
 SR0671'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 SR0671'12 FEET AND ENCASED IN A TILE THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0037 ***********************************************************************
 RW0037  DESIGNATION -  F 188
 RW0037  PID         -  RW0037
 RW0037  STATE/COUNTY-  MT/JUDITH BASIN
 RW0037  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0037
 RW0037                         *CURRENT SURVEY CONTROL
 RW0037  ___________________________________________________________________
 RW0037* NAD 83(1986)-  46 52 43.     (N)    110 21 21.     (W)     SCALED    
 RW0037* NAVD 88     -      1628.879  (meters)    5344.08   (feet)  ADJUSTED  
 RW0037  ___________________________________________________________________
 RW0037  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 RW0037  DYNAMIC HT  -        1628.480 (meters)    5342.77  (feet)  COMP
 RW0037  MODELED GRAV-     980,310.5   (mgal)                       NAVD 88
 RW0037
 RW0037  VERT ORDER  -  SECOND    CLASS 0
 RW0037
 RW0037.The horizontal coordinates were scaled from a topographic map and have
 RW0037.an estimated accuracy of +/- 6 seconds.
 RW0037
 RW0037.The orthometric height was determined by differential leveling
 RW0037.and adjusted by the National Geodetic Survey in June 1991..
 RW0037
 RW0037.The geoid height was determined by GEOID03.
 RW0037
 RW0037.The dynamic height is computed by dividing the NAVD 88
 RW0037.geopotential number by the normal gravity value computed on the
 RW0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0037.degrees latitude (g = 980.6199 gals.).
 RW0037
 RW0037.The modeled gravity was interpolated from observed gravity values.
 RW0037
 RW0037;                    North         East    Units  Estimated Accuracy
 RW0037;SPC MT       -   292,450.      534,800.      MT  (+/- 180 meters Scaled)
 RW0037
 RW0037                          SUPERSEDED SURVEY CONTROL
 RW0037
 RW0037  NGVD 29 (??/??/92) 1627.833  (m)         5340.65   (f) ADJ UNCH    2 0
 RW0037
 RW0037.Superseded values are not recommended for survey control.
 RW0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0037.See file dsdata.txt to determine how the superseded data were derived.
 RW0037
 RW0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS490918(NAD 83)
 RW0037_MARKER: DB = BENCH MARK DISK
 RW0037_SETTING: 66 = SET IN ROCK OUTCROP
 RW0037_SP_SET: ROCK OUTCROP
 RW0037_STAMPING: F 188 1961
 RW0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0037+STABILITY: POSITION/ELEVATION WELL
 RW0037
 RW0037  HISTORY     - Date     Condition        Report By
 RW0037  HISTORY     - 1961     MONUMENTED       CGS
 RW0037
 RW0037                          STATION DESCRIPTION
 RW0037
 RW0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0037'16.05 MI SW FROM UTICA.
 RW0037'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0037'CHURCH AT UTICA, THENCE 5.8 MILES WEST ALONG A DIRT ROAD, IN SECTION
 RW0037'17, T 13 N, R 11 E, 4.05 MILES WEST OF THE HEADQUARTERS FOR THE JUDITH
 RW0037'GAME MANAGEMENT AREA, IN YOGO CANYON, IN THE LEWIS AND CLARK NATIONAL
 RW0037'FOREST, 0.8 MILE WEST OF A CATTLE GUARD, 0.3 MILE EAST OF A WOODEN
 RW0037'GATE ACROSS THE DIRT ROAD, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RW0037'ROAD, 16 FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST
 RW0037'DOWN YOGO CANYON, 67 FEET NORTHEAST OF A SIGN WHICH READS, YOGO
 RW0037'CANYON, OLD YOGO TOWN - 6, DRY WOLF ROAD - 11, SET IN THE TOP OF A
 RW0037'LARGE ROCK OUTCROP WHICH PROJECTS 60 INCHES, AND IS ABOUT 4 FEET ABOVE
 RW0037'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0250 ***********************************************************************
 SS0250  DESIGNATION -  F 189
 SS0250  PID         -  SS0250
 SS0250  STATE/COUNTY-  MT/JUDITH BASIN
 SS0250  USGS QUAD   -  STANFORD (1978)
 SS0250
 SS0250                         *CURRENT SURVEY CONTROL
 SS0250  ___________________________________________________________________
 SS0250* NAD 83(1986)-  47 13 19.     (N)    110 11 30.     (W)     SCALED    
 SS0250* NAVD 88     -      1231.603  (meters)    4040.68   (feet)  ADJUSTED  
 SS0250  ___________________________________________________________________
 SS0250  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 SS0250  DYNAMIC HT  -        1231.460 (meters)    4040.22  (feet)  COMP
 SS0250  MODELED GRAV-     980,454.3   (mgal)                       NAVD 88
 SS0250
 SS0250  VERT ORDER  -  SECOND    CLASS 0
 SS0250
 SS0250.The horizontal coordinates were scaled from a topographic map and have
 SS0250.an estimated accuracy of +/- 6 seconds.
 SS0250
 SS0250.The orthometric height was determined by differential leveling
 SS0250.and adjusted by the National Geodetic Survey in June 1991..
 SS0250
 SS0250.The geoid height was determined by GEOID03.
 SS0250
 SS0250.The dynamic height is computed by dividing the NAVD 88
 SS0250.geopotential number by the normal gravity value computed on the
 SS0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0250.degrees latitude (g = 980.6199 gals.).
 SS0250
 SS0250.The modeled gravity was interpolated from observed gravity values.
 SS0250
 SS0250;                    North         East    Units  Estimated Accuracy
 SS0250;SPC MT       -   330,470.      547,650.      MT  (+/- 180 meters Scaled)
 SS0250
 SS0250                          SUPERSEDED SURVEY CONTROL
 SS0250
 SS0250  NGVD 29 (??/??/92) 1230.702  (m)         4037.73   (f) ADJ UNCH    2 0
 SS0250
 SS0250.Superseded values are not recommended for survey control.
 SS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0250.See file dsdata.txt to determine how the superseded data were derived.
 SS0250
 SS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT611301(NAD 83)
 SS0250_MARKER: DB = BENCH MARK DISK
 SS0250_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0250_SP_SET: 8 FT.
 SS0250_STAMPING: F 189 1961
 SS0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0250
 SS0250  HISTORY     - Date     Condition        Report By
 SS0250  HISTORY     - 1961     MONUMENTED       CGS
 SS0250
 SS0250                          STATION DESCRIPTION
 SS0250
 SS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0250'6.1 MI N FROM STANFORD.
 SS0250'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0250'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 5.0 MILES NORTH ALONG
 SS0250'STATE SECONDARY ROAD 230, IN SECTION 21, T 17 N, R 12 E, 0.2 MILE
 SS0250'SOUTH OF A BRIDGE OVER WOLF CREEK, 58 FEET WEST OF THE CENTER LINE OF
 SS0250'THE ROAD, 267 FEET NORTHEAST OF THE NORTHEAST CORNER OF A METAL
 SS0250'BUILDING, 16 1/2 FEET NORTH OF A FENCE CORNER, 8 FEET EAST OF A POWER
 SS0250'POLE BRACED BY A GUY WIRE, 2 1/2 FEET EAST OF A FENCE, 1.7 FEET WEST
 SS0250'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, A
 SS0250'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SS0250'DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 8
 SS0250'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0281 ***********************************************************************
 TH0281  DESIGNATION -  F 19
 TH0281  PID         -  TH0281
 TH0281  STATE/COUNTY-  MT/VALLEY
 TH0281  USGS QUAD   -  OSWEGO (1972)
 TH0281
 TH0281                         *CURRENT SURVEY CONTROL
 TH0281  ___________________________________________________________________
 TH0281* NAD 83(1986)-  48 02 50.     (N)    105 57 39.     (W)     SCALED    
 TH0281* NAVD 88     -       616.735  (meters)    2023.40   (feet)  ADJUSTED  
 TH0281  ___________________________________________________________________
 TH0281  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 TH0281  DYNAMIC HT  -         616.803 (meters)    2023.63  (feet)  COMP
 TH0281  MODELED GRAV-     980,702.0   (mgal)                       NAVD 88
 TH0281
 TH0281  VERT ORDER  -  FIRST     CLASS II
 TH0281
 TH0281.The horizontal coordinates were scaled from a topographic map and have
 TH0281.an estimated accuracy of +/- 6 seconds.
 TH0281
 TH0281.The orthometric height was determined by differential leveling
 TH0281.and adjusted by the National Geodetic Survey in June 1991..
 TH0281
 TH0281.The geoid height was determined by GEOID03.
 TH0281
 TH0281.The dynamic height is computed by dividing the NAVD 88
 TH0281.geopotential number by the normal gravity value computed on the
 TH0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0281.degrees latitude (g = 980.6199 gals.).
 TH0281
 TH0281.The modeled gravity was interpolated from observed gravity values.
 TH0281
 TH0281;                    North         East    Units  Estimated Accuracy
 TH0281;SPC MT       -   427,900.      863,660.      MT  (+/- 180 meters Scaled)
 TH0281
 TH0281                          SUPERSEDED SURVEY CONTROL
 TH0281
 TH0281  NGVD 29 (??/??/92)  616.132  (m)         2021.43   (f) ADJ UNCH    1 2
 TH0281
 TH0281.Superseded values are not recommended for survey control.
 TH0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0281.See file dsdata.txt to determine how the superseded data were derived.
 TH0281
 TH0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP283219(NAD 83)
 TH0281_MARKER: DB = BENCH MARK DISK
 TH0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0281_STAMPING: 2021.426
 TH0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0281+STABILITY: SURFACE MOTION
 TH0281
 TH0281  HISTORY     - Date     Condition        Report By
 TH0281  HISTORY     - UNK      MONUMENTED       CGS
 TH0281  HISTORY     - 1948     GOOD             NGS
 TH0281  HISTORY     - 1972     MARK NOT FOUND   USGS
 TH0281  HISTORY     - 1980     MARK NOT FOUND   NGS
 TH0281
 TH0281                          STATION DESCRIPTION
 TH0281
 TH0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TH0281'3.8 MI W FROM OSWEGO.
 TH0281'3.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0281'OSWEGO, VALLEY COUNTY, 4.0 MILES EAST OF THE STATION AT FRAZER, 38.5
 TH0281'FEET WEST OF THE FIFTH POLE WEST OF MILEPOST 243, 44.4 FEET NORTH OF
 TH0281'THE NORTH RAIL OF THE TRACK, 3 FEET SOUTH OF A FENCE, AND 1.2 FEET
 TH0281'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 TH0281'2021.426 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 TH0281'ABOVE GROUND.  NOTE-- THE RAILROAD HAS BEEN CHANGED.
 TH0281
 TH0281                          STATION RECOVERY (1972)
 TH0281
 TH0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TH0281'MARK NOT FOUND.
 TH0281
 TH0281                          STATION RECOVERY (1980)
 TH0281
 TH0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TH0281'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0481 ***********************************************************************
 SS0481  DESIGNATION -  F 190
 SS0481  PID         -  SS0481
 SS0481  STATE/COUNTY-  MT/JUDITH BASIN
 SS0481  USGS QUAD   -  MIXES BALDY (1995)
 SS0481
 SS0481                         *CURRENT SURVEY CONTROL
 SS0481  ___________________________________________________________________
 SS0481* NAD 83(1986)-  47 03 12.     (N)    110 31 18.     (W)     SCALED    
 SS0481* NAVD 88     -      1812.508  (meters)    5946.54   (feet)  ADJUSTED  
 SS0481  ___________________________________________________________________
 SS0481  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 SS0481  DYNAMIC HT  -        1811.994 (meters)    5944.85  (feet)  COMP
 SS0481  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 SS0481
 SS0481  VERT ORDER  -  SECOND    CLASS 0
 SS0481
 SS0481.The horizontal coordinates were scaled from a topographic map and have
 SS0481.an estimated accuracy of +/- 6 seconds.
 SS0481
 SS0481.The orthometric height was determined by differential leveling
 SS0481.and adjusted by the National Geodetic Survey in June 1991..
 SS0481
 SS0481.The geoid height was determined by GEOID03.
 SS0481
 SS0481.The dynamic height is computed by dividing the NAVD 88
 SS0481.geopotential number by the normal gravity value computed on the
 SS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0481.degrees latitude (g = 980.6199 gals.).
 SS0481
 SS0481.The modeled gravity was interpolated from observed gravity values.
 SS0481
 SS0481;                    North         East    Units  Estimated Accuracy
 SS0481;SPC MT       -   312,010.      522,420.      MT  (+/- 180 meters Scaled)
 SS0481
 SS0481                          SUPERSEDED SURVEY CONTROL
 SS0481
 SS0481  NGVD 29 (??/??/92) 1811.369  (m)         5942.80   (f) ADJ UNCH    2 0
 SS0481
 SS0481.Superseded values are not recommended for survey control.
 SS0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0481.See file dsdata.txt to determine how the superseded data were derived.
 SS0481
 SS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT363112(NAD 83)
 SS0481_MARKER: DB = BENCH MARK DISK
 SS0481_SETTING: 80 = SET IN A BOULDER
 SS0481_SP_SET: BOULDER
 SS0481_STAMPING: F 190 1961
 SS0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0481+STABILITY: SURFACE MOTION
 SS0481
 SS0481  HISTORY     - Date     Condition        Report By
 SS0481  HISTORY     - 1961     MONUMENTED       CGS
 SS0481  HISTORY     - 1984     GOOD             NGS
 SS0481
 SS0481                          STATION DESCRIPTION
 SS0481
 SS0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0481'21.85 MI E FROM MONARCH.
 SS0481'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0481'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0481'CREEK ROAD, THENCE 2.35 MILES EAST ALONG A GRAVELED ROAD, THENCE 7.1
 SS0481'MILES EAST ALONG A DIRT ROAD, OR 0.3 MILE NORTHWEST ALONG THE GREAT
 SS0481'NORTHERN RAILWAY FROM THE STATION AT STANFORD, THENCE 1.15 MILES WEST
 SS0481'ALONG STATE SECONDARY ROAD 230, THENCE 4.4 MILES SOUTHWEST ALONG A
 SS0481'GRAVELED ROAD, THENCE 7.8 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 SS0481'5.15 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.25 MILES SOUTHWEST
 SS0481'ALONG A GRAVELED ROAD, THENCE 3.15 MILES NORTHWEST ALONG A DIRT ROAD,
 SS0481'IN SECTION 13, T 15 N, R 9 E, 1.0 MILE EAST OF A GATE ACROSS THE ROAD,
 SS0481'0.65 MILE NORTHWEST OF A GATE ACROSS THE ROAD, 8 FEET NORTH OF THE
 SS0481'CENTER LINE OF THE ROAD, SET IN THE TOP OF A LARGE BOULDER WHICH
 SS0481'PROJECTS 18 INCHES, IN THE LEWIS AND CLARK NATIONAL FOREST, AND ABOUT
 SS0481'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 SS0481
 SS0481                          STATION RECOVERY (1984)
 SS0481
 SS0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1574 ***********************************************************************
 SS1574  DESIGNATION -  F 190 RESET
 SS1574  PID         -  SS1574
 SS1574  STATE/COUNTY-  MT/JUDITH BASIN
 SS1574  USGS QUAD   -  MIXES BALDY (1995)
 SS1574
 SS1574                         *CURRENT SURVEY CONTROL
 SS1574  ___________________________________________________________________
 SS1574* NAD 83(1986)-  47 03 12.     (N)    110 31 18.     (W)     SCALED    
 SS1574* NAVD 88     -      1813.33   (meters)    5949.2    (feet)  RESET     
 SS1574  ___________________________________________________________________
 SS1574  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 SS1574
 SS1574  VERT ORDER  -  THIRD
 SS1574
 SS1574.The horizontal coordinates were scaled from a topographic map and have
 SS1574.an estimated accuracy of +/- 6 seconds.
 SS1574
 SS1574.The orthometric height was computed from unverified reset data.
 SS1574.No vertical observational check was made to the station.
 SS1574
 SS1574.The geoid height was determined by GEOID03.
 SS1574
 SS1574;                    North         East    Units  Estimated Accuracy
 SS1574;SPC MT       -   312,010.      522,420.      MT  (+/- 180 meters Scaled)
 SS1574
 SS1574                          SUPERSEDED SURVEY CONTROL
 SS1574
 SS1574  NGVD 29 (03/30/06) 1812.19   (m)         5945.5    (f) RESET       3  
 SS1574
 SS1574.Superseded values are not recommended for survey control.
 SS1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1574.See file dsdata.txt to determine how the superseded data were derived.
 SS1574
 SS1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT363112(NAD 83)
 SS1574_MARKER: DV = VERTICAL CONTROL DISK
 SS1574_SETTING: 66 = SET IN ROCK OUTCROP
 SS1574_SP_SET: ROCK OUTCROP
 SS1574_STAMPING: F 190 RESET 1984
 SS1574_MARK LOGO: NGS   
 SS1574_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS1574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1574+STABILITY: POSITION/ELEVATION WELL
 SS1574
 SS1574  HISTORY     - Date     Condition        Report By
 SS1574  HISTORY     - 1984     MONUMENTED       NGS
 SS1574
 SS1574                          STATION DESCRIPTION
 SS1574
 SS1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SS1574'10.22 KM (6.35 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE OLD SCHOOL
 SS1574'BUILDING IN MONARCH TO A SIDE ROAD LEFT, THENCE LEFT, EAST 9.66 KM
 SS1574'(6.00 MI) ALONG THE RUBY CREEK ROAD, THENCE 3.78 KM (2.35 MI) EAST
 SS1574'ALONG THE GRAVELED ROAD, THENCE 11.43 KM (7.10 MI) EAST ALONG THE
 SS1574'DIRT ROAD, 9.45 M (31.00 FT) NORTH OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0307 ***********************************************************************
 SS0307  DESIGNATION -  F 191
 SS0307  PID         -  SS0307
 SS0307  STATE/COUNTY-  MT/CASCADE
 SS0307  USGS QUAD   -  MONARCH (1995)
 SS0307
 SS0307                         *CURRENT SURVEY CONTROL
 SS0307  ___________________________________________________________________
 SS0307* NAD 83(1986)-  47 03 04.     (N)    110 47 42.     (W)     SCALED    
 SS0307* NAVD 88     -      1466.384  (meters)    4810.96   (feet)  ADJUSTED  
 SS0307  ___________________________________________________________________
 SS0307  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 SS0307  DYNAMIC HT  -        1466.088 (meters)    4809.99  (feet)  COMP
 SS0307  MODELED GRAV-     980,360.1   (mgal)                       NAVD 88
 SS0307
 SS0307  VERT ORDER  -  SECOND    CLASS 0
 SS0307
 SS0307.The horizontal coordinates were scaled from a topographic map and have
 SS0307.an estimated accuracy of +/- 6 seconds.
 SS0307
 SS0307.The orthometric height was determined by differential leveling
 SS0307.and adjusted by the National Geodetic Survey in June 1991..
 SS0307
 SS0307.The geoid height was determined by GEOID03.
 SS0307
 SS0307.The dynamic height is computed by dividing the NAVD 88
 SS0307.geopotential number by the normal gravity value computed on the
 SS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0307.degrees latitude (g = 980.6199 gals.).
 SS0307
 SS0307.The modeled gravity was interpolated from observed gravity values.
 SS0307
 SS0307;                    North         East    Units  Estimated Accuracy
 SS0307;SPC MT       -   312,070.      501,670.      MT  (+/- 180 meters Scaled)
 SS0307
 SS0307                          SUPERSEDED SURVEY CONTROL
 SS0307
 SS0307  NGVD 29 (??/??/92) 1465.364  (m)         4807.62   (f) ADJ UNCH    2 0
 SS0307
 SS0307.Superseded values are not recommended for survey control.
 SS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0307.See file dsdata.txt to determine how the superseded data were derived.
 SS0307
 SS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT155108(NAD 83)
 SS0307_MARKER: DB = BENCH MARK DISK
 SS0307_SETTING: 80 = SET IN A BOULDER
 SS0307_SP_SET: BOULDER
 SS0307_STAMPING: F 191 1961
 SS0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0307+STABILITY: SURFACE MOTION
 SS0307
 SS0307  HISTORY     - Date     Condition        Report By
 SS0307  HISTORY     - 1961     MONUMENTED       CGS
 SS0307
 SS0307                          STATION DESCRIPTION
 SS0307
 SS0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0307'3.9 MI SE FROM MONARCH.
 SS0307'ABOUT 3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0307'SCHOOL AT MONARCH, IN SECTION 23, T 15 N, R 7 E, 134 FEET WEST OF THE
 SS0307'CENTER LINE OF THE HIGHWAY, AT A SMALL CAMP GROUND ON THE EAST BANK OF
 SS0307'BELT CREEK, SET IN THE TOP OF A GRANITE BOULDER WHICH PROJECTS 16
 SS0307'INCHES, 10 FEET EAST OF THE EAST BANK OF BELT CREEK, 11 FEET NORTHEAST
 SS0307'OF A 16-INCH PINE TREE WHICH IS MARKED WITH A TRIANGULAR BLAZE ON THE
 SS0307'EAST SIDE, AND ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0329 ***********************************************************************
 SS0329  DESIGNATION -  F 192
 SS0329  PID         -  SS0329
 SS0329  STATE/COUNTY-  MT/CASCADE
 SS0329  USGS QUAD   -  RICEVILLE (1995)
 SS0329
 SS0329                         *CURRENT SURVEY CONTROL
 SS0329  ___________________________________________________________________
 SS0329* NAD 83(1999)-  47 12 25.12131(N)    110 56 23.71599(W)     ADJUSTED  
 SS0329* NAVD 88     -      1287.296  (meters)    4223.40   (feet)  ADJUSTED  
 SS0329  ___________________________________________________________________
 SS0329  X           -  -1,551,673.844 (meters)                     COMP
 SS0329  Y           -  -4,054,952.241 (meters)                     COMP
 SS0329  Z           -   4,658,362.705 (meters)                     COMP
 SS0329  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 SS0329  ELLIP HEIGHT-        1274.61  (meters)          (04/23/04) GPS OBS
 SS0329  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 SS0329  DYNAMIC HT  -        1287.125 (meters)    4222.84  (feet)  COMP
 SS0329  MODELED GRAV-     980,434.6   (mgal)                       NAVD 88
 SS0329
 SS0329  HORZ ORDER  -  B
 SS0329  VERT ORDER  -  SECOND    CLASS 0
 SS0329  ELLP ORDER  -  FOURTH    CLASS I
 SS0329
 SS0329.The horizontal coordinates were established by GPS observations
 SS0329.and adjusted by the National Geodetic Survey in April 2004..
 SS0329.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SS0329.DATUM ITEM on the data sheet items page.
 SS0329
 SS0329.The orthometric height was determined by differential leveling
 SS0329.and adjusted by the National Geodetic Survey in June 1991..
 SS0329
 SS0329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SS0329
 SS0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0329
 SS0329.The ellipsoidal height was determined by GPS observations
 SS0329.and is referenced to NAD 83.
 SS0329
 SS0329.The geoid height was determined by GEOID03.
 SS0329
 SS0329.The dynamic height is computed by dividing the NAVD 88
 SS0329.geopotential number by the normal gravity value computed on the
 SS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0329.degrees latitude (g = 980.6199 gals.).
 SS0329
 SS0329.The modeled gravity was interpolated from observed gravity values.
 SS0329
 SS0329;                    North         East     Units Scale Factor Converg.
 SS0329;SPC MT       -   329,575.945   490,980.775   MT  0.99939837   -1 03 11.9
 SS0329;SPC MT       - 1,081,285.91  1,610,829.31   iFT  0.99939837   -1 03 11.9
 SS0329;UTM  12      - 5,228,167.008   504,549.864   MT  0.99960025   +0 02 38.7
 SS0329
 SS0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0329!SPC MT       -   0.99980025  x   0.99939837  =   0.99919874
 SS0329!UTM  12      -   0.99980025  x   0.99960025  =   0.99940058
 SS0329
 SS0329                          SUPERSEDED SURVEY CONTROL
 SS0329
 SS0329  NAVD 88 (04/23/04) 1287.30   (m)         4223.4    (f) LEVELING    3  
 SS0329  NGVD 29 (??/??/92) 1286.328  (m)         4220.23   (f) ADJ UNCH    2 0
 SS0329
 SS0329.Superseded values are not recommended for survey control.
 SS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0329.See file dsdata.txt to determine how the superseded data were derived.
 SS0329
 SS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0455028167(NAD 83)
 SS0329_MARKER: DB = BENCH MARK DISK
 SS0329_SETTING: 66 = SET IN ROCK OUTCROP
 SS0329_SP_SET: OUTCROP
 SS0329_STAMPING: F 192 1961
 SS0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0329+STABILITY: POSITION/ELEVATION WELL
 SS0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS0329+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 SS0329
 SS0329  HISTORY     - Date     Condition        Report By
 SS0329  HISTORY     - 1961     MONUMENTED       CGS
 SS0329  HISTORY     - 20030829 GOOD             MTDOT
 SS0329  HISTORY     - 20030829 GOOD             MTDOT
 SS0329
 SS0329                          STATION DESCRIPTION
 SS0329
 SS0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0329'14.85 MI S FROM BELT.
 SS0329'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0329'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0329'THENCE 1.35 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 27, T 17 N,
 SS0329'R 6 E AT THE WEST END OF A DRAW LEADING EAST, 85 FEET EAST OF THE
 SS0329'CENTER LINE OF THE ROAD, SET IN THE TOP OF A FLAT ROCK OUTCROP FLUSH
 SS0329'WITH THE GROUND, 115 YARDS NORTHEAST OF A POWER POLE BRACED BY 2 GUY
 SS0329'WIRES, AND ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD.
 SS0329
 SS0329                          STATION RECOVERY (2003)
 SS0329
 SS0329'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (DD)
 SS0329'FROM THE UNITED METHODIST CHURCH IN MONARCH GO NORTHERLY ALONG HIGHWAY
 SS0329'89 FOR 11.6 MILES TO A GRAVELED ROAD (EVANS - RICEVILLE ROAD) ON THE
 SS0329'LEFT, THENCE 1.25 MILES ALONG EVANS - RICEVILLE ROAD TO THE MARK ON
 SS0329'THE LEFT.  AN NGS WITNESS POST IS SET 85 FEET EAST OF CENTERLINE.
 SS0329'WITNESS POST IS 5 FEET EAST OF MARK.
 SS0329' 
 SS0329'THE EVANS - RICEVILLE ROAD CAN ALSO BE ACCESSED BY TAKING THE
 SS0329'ARMINGTON JUNCTION NEAR BELT AND TRAVELING SOUTHERLY 10.15 MILES.
 SS0329
 SS0329                          STATION RECOVERY (2003)
 SS0329
 SS0329'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (CS)
 SS0329'RECOVERED AS DESCRIBED.  ADDITION DESCRIPTION FOLLOWS.
 SS0329'FROM ARMINGTON JUNCTION WHICH IS AT THE JUNCTIONS OF U.S. HIGHWAYS 87
 SS0329'AND 89, AND MT. HIGHWAY 200, GO SOUTH FOR 10.15 MILES.  THEN TURN
 SS0329'RIGHT (WEST) ON ROAD TO SLUICEBOXES STATE PARK AND GO 1.35 MILES TO
 SS0329'MARK WHICH IS 85 FEET EAST OF CENTERLINE OF ROAD.  THE MARK IS LOCATED
 SS0329'WITHIN THE STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0516 ***********************************************************************
 SR0516  DESIGNATION -  F 193
 SR0516  PID         -  SR0516
 SR0516  STATE/COUNTY-  MT/FERGUS
 SR0516  USGS QUAD   -  HILGER NW (1985)
 SR0516
 SR0516                         *CURRENT SURVEY CONTROL
 SR0516  ___________________________________________________________________
 SR0516* NAD 83(1986)-  47 27 58.     (N)    109 29 20.     (W)     SCALED    
 SR0516* NAVD 88     -      1038.015  (meters)    3405.55   (feet)  ADJUSTED  
 SR0516  ___________________________________________________________________
 SR0516  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR0516  DYNAMIC HT  -        1037.969 (meters)    3405.40  (feet)  COMP
 SR0516  MODELED GRAV-     980,532.1   (mgal)                       NAVD 88
 SR0516
 SR0516  VERT ORDER  -  SECOND    CLASS 0
 SR0516
 SR0516.The horizontal coordinates were scaled from a topographic map and have
 SR0516.an estimated accuracy of +/- 6 seconds.
 SR0516
 SR0516.The orthometric height was determined by differential leveling
 SR0516.and adjusted by the National Geodetic Survey in June 1991..
 SR0516
 SR0516.The geoid height was determined by GEOID03.
 SR0516
 SR0516.The dynamic height is computed by dividing the NAVD 88
 SR0516.geopotential number by the normal gravity value computed on the
 SR0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0516.degrees latitude (g = 980.6199 gals.).
 SR0516
 SR0516.The modeled gravity was interpolated from observed gravity values.
 SR0516
 SR0516;                    North         East    Units  Estimated Accuracy
 SR0516;SPC MT       -   357,370.      600,840.      MT  (+/- 180 meters Scaled)
 SR0516
 SR0516                          SUPERSEDED SURVEY CONTROL
 SR0516
 SR0516  NGVD 29 (??/??/92) 1037.190  (m)         3402.85   (f) ADJ UNCH    2 0
 SR0516
 SR0516.Superseded values are not recommended for survey control.
 SR0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0516.See file dsdata.txt to determine how the superseded data were derived.
 SR0516
 SR0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT138580(NAD 83)
 SR0516_MARKER: DB = BENCH MARK DISK
 SR0516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0516_SP_SET: 34 FT.
 SR0516_STAMPING: F 193 1961
 SR0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0516
 SR0516  HISTORY     - Date     Condition        Report By
 SR0516  HISTORY     - 1961     MONUMENTED       CGS
 SR0516
 SR0516                          STATION DESCRIPTION
 SR0516
 SR0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0516'8.3 MI W FROM SUFFOLK.
 SR0516'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0516'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0516'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTH
 SR0516'ALONG A GRAVELED ROAD, IN SECTION 36, T 20 N, R 17 E, 0.75 MILE WEST
 SR0516'OF THE ENTRANCE TO THE LEROY MUSICK FARMHOUSE, 0.15 MILE NORTH OF THE
 SR0516'JUNCTION OF THE ROAD AND A GRAVELED ROAD LEADING WEST, AT A CURVE AND
 SR0516'96 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 25 FEET WEST OF THE
 SR0516'CENTER LINE OF A TRACK ROAD LEADING NORTH, 22 FEET NORTH OF THE CENTER
 SR0516'OF A GATE, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET WEST OF A METAL
 SR0516'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A DISK ON
 SR0516'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 SR0516'34 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0507 ***********************************************************************
 SR0507  DESIGNATION -  F 194
 SR0507  PID         -  SR0507
 SR0507  STATE/COUNTY-  MT/FERGUS
 SR0507  USGS QUAD   -  KENDALL (1985)
 SR0507
 SR0507                         *CURRENT SURVEY CONTROL
 SR0507  ___________________________________________________________________
 SR0507* NAD 83(1986)-  47 20 54.     (N)    109 29 38.     (W)     SCALED    
 SR0507* NAVD 88     -      1171.995  (meters)    3845.12   (feet)  ADJUSTED  
 SR0507  ___________________________________________________________________
 SR0507  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 SR0507  DYNAMIC HT  -        1171.893 (meters)    3844.79  (feet)  COMP
 SR0507  MODELED GRAV-     980,484.7   (mgal)                       NAVD 88
 SR0507
 SR0507  VERT ORDER  -  SECOND    CLASS 0
 SR0507
 SR0507.The horizontal coordinates were scaled from a topographic map and have
 SR0507.an estimated accuracy of +/- 6 seconds.
 SR0507
 SR0507.The orthometric height was determined by differential leveling
 SR0507.and adjusted by the National Geodetic Survey in June 1991..
 SR0507
 SR0507.The geoid height was determined by GEOID03.
 SR0507
 SR0507.The dynamic height is computed by dividing the NAVD 88
 SR0507.geopotential number by the normal gravity value computed on the
 SR0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0507.degrees latitude (g = 980.6199 gals.).
 SR0507
 SR0507.The modeled gravity was interpolated from observed gravity values.
 SR0507
 SR0507;                    North         East    Units  Estimated Accuracy
 SR0507;SPC MT       -   344,280.      600,460.      MT  (+/- 180 meters Scaled)
 SR0507
 SR0507                          SUPERSEDED SURVEY CONTROL
 SR0507
 SR0507  NGVD 29 (??/??/92) 1171.132  (m)         3842.29   (f) ADJ UNCH    2 0
 SR0507
 SR0507.Superseded values are not recommended for survey control.
 SR0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0507.See file dsdata.txt to determine how the superseded data were derived.
 SR0507
 SR0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT137449(NAD 83)
 SR0507_MARKER: DB = BENCH MARK DISK
 SR0507_SETTING: 66 = SET IN ROCK OUTCROP
 SR0507_SP_SET: OUTCROP
 SR0507_STAMPING: F 194 1961
 SR0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0507+STABILITY: POSITION/ELEVATION WELL
 SR0507
 SR0507  HISTORY     - Date     Condition        Report By
 SR0507  HISTORY     - 1961     MONUMENTED       CGS
 SR0507  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0507
 SR0507                          STATION DESCRIPTION
 SR0507
 SR0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0507'7.35 MI W FROM MOULTON.
 SR0507'ABOUT 7.35 MILES WEST ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT
 SR0507'MOULTON, OR 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 SR0507'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0507'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 6.9 MILES NORTH ALONG
 SR0507'A GRAVELED ROAD, THENCE 2.1 MILES NORTHEAST ALONG A GRAVELED ROAD,
 SR0507'THENCE 1.9 MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION 1, T 18 N,
 SR0507'R 17 E, 0.2 MILE NORTHEAST OF A CURVE IN THE ROAD, 38 1/2 FEET
 SR0507'NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK
 SR0507'OUTCROP WHICH PROJECTS 1 FOOT, 75 FEET SOUTHEAST OF A THICKET IN A
 SR0507'DRAW, 6 1/2 FEET NORTHWEST OF A FENCE, 6 FEET SOUTHEAST OF A ROW OF
 SR0507'POLES AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 SR0507
 SR0507                          STATION RECOVERY (1979)
 SR0507
 SR0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0560 ***********************************************************************
 SR0560  DESIGNATION -  F 195
 SR0560  PID         -  SR0560
 SR0560  STATE/COUNTY-  MT/FERGUS
 SR0560  USGS QUAD   -  LEWISTOWN (1985)
 SR0560
 SR0560                         *CURRENT SURVEY CONTROL
 SR0560  ___________________________________________________________________
 SR0560* NAD 83(1986)-  47 01 35.     (N)    109 24 58.     (W)     SCALED    
 SR0560* NAVD 88     -      1318.918  (meters)    4327.15   (feet)  ADJUSTED  
 SR0560  ___________________________________________________________________
 SR0560  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 SR0560  DYNAMIC HT  -        1318.730 (meters)    4326.53  (feet)  COMP
 SR0560  MODELED GRAV-     980,424.2   (mgal)                       NAVD 88
 SR0560
 SR0560  VERT ORDER  -  SECOND    CLASS 0
 SR0560
 SR0560.The horizontal coordinates were scaled from a topographic map and have
 SR0560.an estimated accuracy of +/- 6 seconds.
 SR0560
 SR0560.The orthometric height was determined by differential leveling
 SR0560.and adjusted by the National Geodetic Survey in June 1991..
 SR0560
 SR0560.The geoid height was determined by GEOID03.
 SR0560
 SR0560.The dynamic height is computed by dividing the NAVD 88
 SR0560.geopotential number by the normal gravity value computed on the
 SR0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0560.degrees latitude (g = 980.6199 gals.).
 SR0560
 SR0560.The modeled gravity was interpolated from observed gravity values.
 SR0560
 SR0560;                    North         East    Units  Estimated Accuracy
 SR0560;SPC MT       -   308,510.      606,370.      MT  (+/- 180 meters Scaled)
 SR0560
 SR0560                          SUPERSEDED SURVEY CONTROL
 SR0560
 SR0560  NGVD 29 (??/??/92) 1318.022  (m)         4324.21   (f) ADJ UNCH    2 0
 SR0560
 SR0560.Superseded values are not recommended for survey control.
 SR0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0560.See file dsdata.txt to determine how the superseded data were derived.
 SR0560
 SR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT203093(NAD 83)
 SR0560_MARKER: DB = BENCH MARK DISK
 SR0560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0560_SP_SET: 16.5 FT.
 SR0560_STAMPING: F 195 1961
 SR0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0560
 SR0560  HISTORY     - Date     Condition        Report By
 SR0560  HISTORY     - 1961     MONUMENTED       CGS
 SR0560
 SR0560                          STATION DESCRIPTION
 SR0560
 SR0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0560'3.6 MI S FROM LEWISTOWN.
 SR0560'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0560'STATION AT LEWISTOWN, THENCE 1.35 MILES SOUTHEAST ALONG THE CHICAGO,
 SR0560'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, THENCE 0.1 MILE WEST ALONG A
 SR0560'PAVED ROAD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.8
 SR0560'MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 26, T 15 N, R 18 E, 0.2
 SR0560'MILE NORTH OF A GROVE OF PINE TREES ON THE WEST SIDE OF THE ROAD, 41
 SR0560'FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTH OF THE CENTER
 SR0560'OF A GATE TO A FIELD, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A
 SR0560'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, A
 SR0560'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SR0560'DEPTH OF 16 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6
 SR0560'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0380 ***********************************************************************
 RV0380  DESIGNATION -  F 196
 RV0380  PID         -  RV0380
 RV0380  STATE/COUNTY-  MT/FERGUS
 RV0380  USGS QUAD   -  ELEPHANT ROCKS (1986)
 RV0380
 RV0380                         *CURRENT SURVEY CONTROL
 RV0380  ___________________________________________________________________
 RV0380* NAD 83(1986)-  46 42 24.     (N)    109 44 18.     (W)     SCALED    
 RV0380* NAVD 88     -      1395.014  (meters)    4576.81   (feet)  ADJUSTED  
 RV0380  ___________________________________________________________________
 RV0380  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 RV0380  DYNAMIC HT  -        1394.742 (meters)    4575.92  (feet)  COMP
 RV0380  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 RV0380
 RV0380  VERT ORDER  -  FIRST     CLASS II
 RV0380
 RV0380.The horizontal coordinates were scaled from a topographic map and have
 RV0380.an estimated accuracy of +/- 6 seconds.
 RV0380
 RV0380.The orthometric height was determined by differential leveling
 RV0380.and adjusted by the National Geodetic Survey in June 1991..
 RV0380
 RV0380.The geoid height was determined by GEOID03.
 RV0380
 RV0380.The dynamic height is computed by dividing the NAVD 88
 RV0380.geopotential number by the normal gravity value computed on the
 RV0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0380.degrees latitude (g = 980.6199 gals.).
 RV0380
 RV0380.The modeled gravity was interpolated from observed gravity values.
 RV0380
 RV0380;                    North         East    Units  Estimated Accuracy
 RV0380;SPC MT       -   273,020.      581,790.      MT  (+/- 180 meters Scaled)
 RV0380
 RV0380                          SUPERSEDED SURVEY CONTROL
 RV0380
 RV0380  NGVD 29 (??/??/92) 1394.048  (m)         4573.64   (f) ADJ UNCH    1 2
 RV0380
 RV0380.Superseded values are not recommended for survey control.
 RV0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0380.See file dsdata.txt to determine how the superseded data were derived.
 RV0380
 RV0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS964733(NAD 83)
 RV0380_MARKER: DB = BENCH MARK DISK
 RV0380_SETTING: 66 = SET IN ROCK OUTCROP
 RV0380_SP_SET: ROCK OUTCROP
 RV0380_STAMPING: F 196 1961
 RV0380_MARK LOGO: CGS   
 RV0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0380+STABILITY: POSITION/ELEVATION WELL
 RV0380
 RV0380  HISTORY     - Date     Condition        Report By
 RV0380  HISTORY     - 1961     MONUMENTED       CGS
 RV0380  HISTORY     - 1980     GOOD             NGS
 RV0380
 RV0380                          STATION DESCRIPTION
 RV0380
 RV0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0380'3.1 MI N FROM JUDITH GAP.
 RV0380'ABOUT 3.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0380'STATION AT JUDITH GAP, 0.25 MILE NORTH OF MILE POLE 105, 180 FEET WEST
 RV0380'OF THE CENTER LINE OF STATE HIGHWAY 19, 133 FEET EAST OF THE EAST
 RV0380'RAIL, 62 FEET EAST OF THE FENCE LINE, 8 1/2 FEET EAST OF A FENCE LINE
 RV0380'ALONG THE EAST SIDE OF AN OLD ROAD BED, ABOUT 4 FEET ABOVE THE TRACK
 RV0380'AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
 RV0380
 RV0380                          STATION RECOVERY (1980)
 RV0380
 RV0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0380'3.5 KM (2.2 MI) NORTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE IN
 RV0380'JUDITH GAP, IN TOP OF A 3X2 FOOT ROCK OUTCROP, 54.9 METERS (180.0 FT)
 RV0380'WEST OF THE CENTERLINE OF THE HIGHWAY, 40.5 METERS (133.0 FT) EAST OF
 RV0380'THE EAST RAIL OF THE GREAT NORTHERN RAILROAD, AND 2.6 METERS (8.5 FT)
 RV0380'EAST OF A FENCE.
 RV0380'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0186 ***********************************************************************
 SS0186  DESIGNATION -  F 197
 SS0186  PID         -  SS0186
 SS0186  STATE/COUNTY-  MT/JUDITH BASIN
 SS0186  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0186
 SS0186                         *CURRENT SURVEY CONTROL
 SS0186  ___________________________________________________________________
 SS0186* NAD 83(1986)-  47 12 46.     (N)    110 28 07.     (W)     SCALED    
 SS0186* NAVD 88     -      1348.416  (meters)    4423.93   (feet)  ADJUSTED  
 SS0186  ___________________________________________________________________
 SS0186  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 SS0186  DYNAMIC HT  -        1348.224 (meters)    4423.30  (feet)  COMP
 SS0186  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 SS0186
 SS0186  VERT ORDER  -  FIRST     CLASS II
 SS0186
 SS0186.The horizontal coordinates were scaled from a topographic map and have
 SS0186.an estimated accuracy of +/- 6 seconds.
 SS0186
 SS0186.The orthometric height was determined by differential leveling
 SS0186.and adjusted by the National Geodetic Survey in June 1991..
 SS0186
 SS0186.The geoid height was determined by GEOID03.
 SS0186
 SS0186.The dynamic height is computed by dividing the NAVD 88
 SS0186.geopotential number by the normal gravity value computed on the
 SS0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0186.degrees latitude (g = 980.6199 gals.).
 SS0186
 SS0186.The modeled gravity was interpolated from observed gravity values.
 SS0186
 SS0186;                    North         East    Units  Estimated Accuracy
 SS0186;SPC MT       -   329,670.      526,670.      MT  (+/- 180 meters Scaled)
 SS0186
 SS0186                          SUPERSEDED SURVEY CONTROL
 SS0186
 SS0186  NGVD 29 (??/??/92) 1347.462  (m)         4420.80   (f) ADJ UNCH    1 2
 SS0186
 SS0186.Superseded values are not recommended for survey control.
 SS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0186.See file dsdata.txt to determine how the superseded data were derived.
 SS0186
 SS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT402289(NAD 83)
 SS0186_MARKER: DB = BENCH MARK DISK
 SS0186_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0186_SP_SET: 14 FT.
 SS0186_STAMPING: F 197 1961
 SS0186_PROJECTION: PROJECTING 1 CENTIMETERS
 SS0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0186_ROD/PIPE-DEPTH: 4.1  meters
 SS0186
 SS0186  HISTORY     - Date     Condition        Report By
 SS0186  HISTORY     - 1961     MONUMENTED       CGS
 SS0186  HISTORY     - 1980     GOOD             NGS
 SS0186
 SS0186                          STATION DESCRIPTION
 SS0186
 SS0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0186'4.0 MI SE FROM GEYSER.
 SS0186'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0186'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0186'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 2.0 MILE SOUTH ALONG A
 SS0186'GRAVELED ROAD, IN SECTION 21, T 17 N, R 10 E, 31 FEET EAST OF THE
 SS0186'CENTER LINE OF THE ROAD, 10 FEET NORTHWEST OF A TELEPHONE POLE, 1 1/2
 SS0186'FEET WEST OF A FENCE, 0.7 FEET EAST OF A METAL WITNESS POST, ABOUT
 SS0186'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 SS0186'THAT IS DRIVEN TO A DEPTH OF 14 FEET AND ENCASED IN A 6-INCH TILE.
 SS0186
 SS0186                          STATION RECOVERY (1980)
 SS0186
 SS0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0186'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 87 FROM THE SCHOOL HOUSE IN
 SS0186'GEYSER THENCE 3.2 KM (2.0 MI) SOUTH ALONG A GRAVELED ROAD, 9.4 METERS
 SS0186'(31 FT) EAST OF THE ROAD CENTER, 3.0 METERS (10.0 FT) NORTH-
 SS0186'WEST OF A UTILITY POLE AND 0.5 METER (1.5 FT) NORTH OF A FENCE.
 SS0186'THE MARK IS 0.1 METERS  E FROM A WITNESS POST.
 SS0186'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0472 ***********************************************************************
 RV0472  DESIGNATION -  F 198
 RV0472  PID         -  RV0472
 RV0472  STATE/COUNTY-  MT/FERGUS
 RV0472  USGS QUAD   -  WEST FORK BEAVER CREEK (1970)
 RV0472
 RV0472                         *CURRENT SURVEY CONTROL
 RV0472  ___________________________________________________________________
 RV0472* NAD 83(1986)-  46 54 39.     (N)    109 35 24.     (W)     SCALED    
 RV0472* NAVD 88     -      1419.868  (meters)    4658.35   (feet)  ADJUSTED  
 RV0472  ___________________________________________________________________
 RV0472  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 RV0472  DYNAMIC HT  -        1419.622 (meters)    4657.54  (feet)  COMP
 RV0472  MODELED GRAV-     980,389.9   (mgal)                       NAVD 88
 RV0472
 RV0472  VERT ORDER  -  SECOND    CLASS 0
 RV0472
 RV0472.The horizontal coordinates were scaled from a topographic map and have
 RV0472.an estimated accuracy of +/- 6 seconds.
 RV0472
 RV0472.The orthometric height was determined by differential leveling
 RV0472.and adjusted by the National Geodetic Survey in June 1991..
 RV0472
 RV0472.The geoid height was determined by GEOID03.
 RV0472
 RV0472.The dynamic height is computed by dividing the NAVD 88
 RV0472.geopotential number by the normal gravity value computed on the
 RV0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0472.degrees latitude (g = 980.6199 gals.).
 RV0472
 RV0472.The modeled gravity was interpolated from observed gravity values.
 RV0472
 RV0472;                    North         East    Units  Estimated Accuracy
 RV0472;SPC MT       -   295,680.      593,150.      MT  (+/- 180 meters Scaled)
 RV0472
 RV0472                          SUPERSEDED SURVEY CONTROL
 RV0472
 RV0472  NGVD 29 (??/??/92) 1418.928  (m)         4655.27   (f) ADJ UNCH    2 0
 RV0472
 RV0472.Superseded values are not recommended for survey control.
 RV0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0472.See file dsdata.txt to determine how the superseded data were derived.
 RV0472
 RV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS073962(NAD 83)
 RV0472_MARKER: DB = BENCH MARK DISK
 RV0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0472_SP_SET: 8 FT.
 RV0472_STAMPING: F 198 1961
 RV0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0472
 RV0472  HISTORY     - Date     Condition        Report By
 RV0472  HISTORY     - 1961     MONUMENTED       CGS
 RV0472
 RV0472                          STATION DESCRIPTION
 RV0472
 RV0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0472'15.3 MI SE FROM MOORE.
 RV0472'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 RV0472'MOORE, THENCE 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 87, THENCE 5.25
 RV0472'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG A GARVEL
 RV0472'ROAD, THENCE 2.8 MILES SOUTH ALONG A GRAVEL ROAD, AT A TURN IN THE
 RV0472'ROAD WITH TANGENTS WEST AND NORTH, 0.1 MILE EAST OF THE JUNCTION OF A
 RV0472'ROAD SOUTH, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 94 FEET
 RV0472'WEST OF THE EXTENDED CENTER LINE OF THE ROAD NORTH, 30 FEET WEST OF
 RV0472'THE CENTER OF A WIRE GATE, 2 FEET NORTH OF A FENCE POST, 1.0 FOOT
 RV0472'SOUTH OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 RV0472'ROD WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF 8 FEET.  THE UPPER
 RV0472'PORTION OF THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 3
 RV0472'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0160 ***********************************************************************
 QY0160  DESIGNATION -  F 2
 QY0160  PID         -  QY0160
 QY0160  STATE/COUNTY-  MT/BEAVERHEAD
 QY0160  USGS QUAD   -  GLEN (1988)
 QY0160
 QY0160                         *CURRENT SURVEY CONTROL
 QY0160  ___________________________________________________________________
 QY0160* NAD 83(1986)-  45 22 55.     (N)    112 42 28.     (W)     SCALED    
 QY0160* NAVD 88     -      1655.069  (meters)    5430.01   (feet)  ADJUSTED  
 QY0160  ___________________________________________________________________
 QY0160  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 QY0160  DYNAMIC HT  -        1654.365 (meters)    5427.70  (feet)  COMP
 QY0160  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 QY0160
 QY0160  VERT ORDER  -  FIRST     CLASS II
 QY0160
 QY0160.The horizontal coordinates were scaled from a topographic map and have
 QY0160.an estimated accuracy of +/- 6 seconds.
 QY0160
 QY0160.The orthometric height was determined by differential leveling
 QY0160.and adjusted by the National Geodetic Survey in June 1991..
 QY0160
 QY0160.The geoid height was determined by GEOID03.
 QY0160
 QY0160.The dynamic height is computed by dividing the NAVD 88
 QY0160.geopotential number by the normal gravity value computed on the
 QY0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0160.degrees latitude (g = 980.6199 gals.).
 QY0160
 QY0160.The modeled gravity was interpolated from observed gravity values.
 QY0160
 QY0160;                    North         East    Units  Estimated Accuracy
 QY0160;SPC MT       -   130,950.      348,890.      MT  (+/- 180 meters Scaled)
 QY0160
 QY0160                          SUPERSEDED SURVEY CONTROL
 QY0160
 QY0160  NGVD 29 (??/??/92) 1653.854  (m)         5426.02   (f) ADJ UNCH    1 2
 QY0160
 QY0160.Superseded values are not recommended for survey control.
 QY0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0160.See file dsdata.txt to determine how the superseded data were derived.
 QY0160
 QY0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR662268(NAD 83)
 QY0160_MARKER: P = PIPE CAP
 QY0160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QY0160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QY0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0160
 QY0160  HISTORY     - Date     Condition        Report By
 QY0160  HISTORY     - UNK      MONUMENTED       CGS
 QY0160  HISTORY     - 1962     GOOD             NGS
 QY0160
 QY0160                          STATION DESCRIPTION
 QY0160
 QY0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0160'12.3 MI N FROM DILLON.
 QY0160'12.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0160'DILLON, AT APEX SIDING, 12 POLES NORTH AND ACROSS THE TRACK FROM
 QY0160'MILEPOLE 340, 68.3 FEET WEST OF THE WEST RAIL, 155.5 FEET SOUTHWEST
 QY0160'AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF THE APEX STATION, 9
 QY0160'FEET SOUTH OF THE SOUTH END OF A WOODEN GATE, 82 1/2 FEET SOUTH OF THE
 QY0160'SOUTHWEST CORNER OF A STOCK PEN, 1.5 FEET WEST OF A FENCE, 1.2 FEET
 QY0160'NORTH OF A WITNESS POST, A CAP SCREWED ON THE TOP OF A 3 1/2-INCH IRON
 QY0160'PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0094 ***********************************************************************
 ST0094  DESIGNATION -  F 2 ASTRO
 ST0094  PID         -  ST0094
 ST0094  STATE/COUNTY-  MT/TETON
 ST0094  USGS QUAD   -  CHOTEAU (1987)
 ST0094
 ST0094                         *CURRENT SURVEY CONTROL
 ST0094  ___________________________________________________________________
 ST0094* NAD 83(1986)-  47 47 38.     (N)    112 14 03.     (W)     SCALED    
 ST0094* NAVD 88     -      1226.312  (meters)    4023.33   (feet)  ADJUSTED  
 ST0094  ___________________________________________________________________
 ST0094  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0094  DYNAMIC HT  -        1226.216 (meters)    4023.01  (feet)  COMP
 ST0094  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 ST0094
 ST0094  VERT ORDER  -  SECOND    CLASS 0
 ST0094
 ST0094.The horizontal coordinates were scaled from a topographic map and have
 ST0094.an estimated accuracy of +/- 6 seconds.
 ST0094
 ST0094.The orthometric height was determined by differential leveling
 ST0094.and adjusted by the National Geodetic Survey in June 1991..
 ST0094
 ST0094.The geoid height was determined by GEOID03.
 ST0094
 ST0094.The dynamic height is computed by dividing the NAVD 88
 ST0094.geopotential number by the normal gravity value computed on the
 ST0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0094.degrees latitude (g = 980.6199 gals.).
 ST0094
 ST0094.The modeled gravity was interpolated from observed gravity values.
 ST0094
 ST0094;                    North         East    Units  Estimated Accuracy
 ST0094;SPC MT       -   397,360.      395,300.      MT  (+/- 180 meters Scaled)
 ST0094
 ST0094                          SUPERSEDED SURVEY CONTROL
 ST0094
 ST0094  NGVD 29 (??/??/92) 1225.34   (m)         4020.1    (f) COMPUTED    2 0
 ST0094
 ST0094.Superseded values are not recommended for survey control.
 ST0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0094.See file dsdata.txt to determine how the superseded data were derived.
 ST0094
 ST0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT075941(NAD 83)
 ST0094_MARKER: Z = SEE DESCRIPTION
 ST0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0094_SP_SET: STEEL ROD
 ST0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0094
 ST0094  HISTORY     - Date     Condition        Report By
 ST0094  HISTORY     - UNK      MONUMENTED       USAF
 ST0094  HISTORY     - 1961     GOOD             NGS
 ST0094
 ST0094                          STATION DESCRIPTION
 ST0094
 ST0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0094'3.0 MI SW FROM CHOTEAU.
 ST0094'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0094'CHOTEAU, THENCE 2.2 MILES WEST ALONG A GRAVEL ROAD, AT THE T JUNCTION
 ST0094'OF THE ENTRANCE ROAD NORTHWEST 45 1/2 FEET NORTHWEST OF THE CENTER
 ST0094'LINE OF THE ROAD, 111 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 ST0094'LEADING NORTHWEST, 1.4 FEET NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE
 ST0094'ROAD, AND THE TOP OF A 1-INCH STEEL ROD DRIVEN INTO THE GROUND
 ST0094'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0095 ***********************************************************************
 ST0095  DESIGNATION -  F 2 Z
 ST0095  PID         -  ST0095
 ST0095  STATE/COUNTY-  MT/TETON
 ST0095  USGS QUAD   -  CHOTEAU (1987)
 ST0095
 ST0095                         *CURRENT SURVEY CONTROL
 ST0095  ___________________________________________________________________
 ST0095* NAD 83(1986)-  47 48 08.     (N)    112 14 11.     (W)     SCALED    
 ST0095* NAVD 88     -      1225.423  (meters)    4020.41   (feet)  ADJUSTED  
 ST0095  ___________________________________________________________________
 ST0095  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0095  DYNAMIC HT  -        1225.330 (meters)    4020.10  (feet)  COMP
 ST0095  MODELED GRAV-     980,493.1   (mgal)                       NAVD 88
 ST0095
 ST0095  VERT ORDER  -  SECOND    CLASS 0
 ST0095
 ST0095.The horizontal coordinates were scaled from a topographic map and have
 ST0095.an estimated accuracy of +/- 6 seconds.
 ST0095
 ST0095.The orthometric height was determined by differential leveling
 ST0095.and adjusted by the National Geodetic Survey in June 1991..
 ST0095
 ST0095.The geoid height was determined by GEOID03.
 ST0095
 ST0095.The dynamic height is computed by dividing the NAVD 88
 ST0095.geopotential number by the normal gravity value computed on the
 ST0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0095.degrees latitude (g = 980.6199 gals.).
 ST0095
 ST0095.The modeled gravity was interpolated from observed gravity values.
 ST0095
 ST0095;                    North         East    Units  Estimated Accuracy
 ST0095;SPC MT       -   398,290.      395,160.      MT  (+/- 180 meters Scaled)
 ST0095
 ST0095                          SUPERSEDED SURVEY CONTROL
 ST0095
 ST0095  NGVD 29 (??/??/92) 1224.450  (m)         4017.22   (f) ADJ UNCH    2 0
 ST0095
 ST0095.Superseded values are not recommended for survey control.
 ST0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0095.See file dsdata.txt to determine how the superseded data were derived.
 ST0095
 ST0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT074950(NAD 83)
 ST0095_MARKER: DR = REFERENCE MARK DISK
 ST0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0095_STAMPING: F 2 Z 1961
 ST0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0095+STABILITY: SURFACE MOTION
 ST0095
 ST0095  HISTORY     - Date     Condition        Report By
 ST0095  HISTORY     - 1961     MONUMENTED       CGS
 ST0095
 ST0095                          STATION DESCRIPTION
 ST0095
 ST0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0095'3.45 MI SW FROM CHOTEAU.
 ST0095'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0095'CHOTEAU, THENCE 2.15 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE
 ST0095'NORTH ALONG A FENCE LINE, ABOUT 100 YARDS SOUTH OF THE SUMMIT OF A
 ST0095'SMALL RISE, 3.9 FEET WEST OF THE FENCE, 44.72 FEET EAST OF REFERENCE
 ST0095'MARK NO. 2, 42.89 FEET SOUTH OF REFERENCE MARK NO. 1, 3.5 FEET
 ST0095'EAST-NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH REFERENCE MARK NO.
 ST0095'2, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 ST0095'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0099 ***********************************************************************
 ST0099  DESIGNATION -  F 2 Z AZ MK
 ST0099  PID         -  ST0099
 ST0099  STATE/COUNTY-  MT/TETON
 ST0099  USGS QUAD   -  CHOTEAU (1987)
 ST0099
 ST0099                         *CURRENT SURVEY CONTROL
 ST0099  ___________________________________________________________________
 ST0099* NAD 83(1986)-  47 47 35.     (N)    112 13 58.     (W)     SCALED    
 ST0099* NAVD 88     -      1218.473  (meters)    3997.61   (feet)  ADJUSTED  
 ST0099  ___________________________________________________________________
 ST0099  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0099  DYNAMIC HT  -        1218.378 (meters)    3997.30  (feet)  COMP
 ST0099  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 ST0099
 ST0099  VERT ORDER  -  SECOND    CLASS 0
 ST0099
 ST0099.The horizontal coordinates were scaled from a topographic map and have
 ST0099.an estimated accuracy of +/- 6 seconds.
 ST0099
 ST0099.The orthometric height was determined by differential leveling
 ST0099.and adjusted by the National Geodetic Survey in June 1991..
 ST0099
 ST0099.The geoid height was determined by GEOID03.
 ST0099
 ST0099.The dynamic height is computed by dividing the NAVD 88
 ST0099.geopotential number by the normal gravity value computed on the
 ST0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0099.degrees latitude (g = 980.6199 gals.).
 ST0099
 ST0099.The modeled gravity was interpolated from observed gravity values.
 ST0099
 ST0099;                    North         East    Units  Estimated Accuracy
 ST0099;SPC MT       -   397,270.      395,400.      MT  (+/- 180 meters Scaled)
 ST0099
 ST0099                          SUPERSEDED SURVEY CONTROL
 ST0099
 ST0099  NGVD 29 (??/??/92) 1217.497  (m)         3994.40   (f) ADJ UNCH    2 0
 ST0099
 ST0099.Superseded values are not recommended for survey control.
 ST0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0099.See file dsdata.txt to determine how the superseded data were derived.
 ST0099
 ST0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT076940(NAD 83)
 ST0099_MARKER: DZ = AZIMUTH MARK DISK
 ST0099_SETTING: 80 = SET IN A BOULDER
 ST0099_SP_SET: BOULDER
 ST0099_STAMPING: F 2 Z 1961
 ST0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0099+STABILITY: SURFACE MOTION
 ST0099
 ST0099  HISTORY     - Date     Condition        Report By
 ST0099  HISTORY     - 1961     MONUMENTED       CGS
 ST0099
 ST0099                          STATION DESCRIPTION
 ST0099
 ST0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0099'2.9 MI SW FROM CHOTEAU.
 ST0099'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0099'CHOTEAU, THENCE 2.1 MILES WEST ALONG A GRAVEL ROAD, 134.9 FEET
 ST0099'NORTHEAST OF BENCH MARK 4000 (USGS), 24 FEET SOUTHEAST OF THE CENTER
 ST0099'LINE OF THE ROAD, IN THE TOP OF A 2 1/2 BY 2 1/2-FOOT BOULDER WHICH
 ST0099'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 6.0 FEET NORTHWEST OF A
 ST0099'FENCE, 2.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT
 ST0099'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0097 ***********************************************************************
 ST0097  DESIGNATION -  F 2 Z RM 1
 ST0097  PID         -  ST0097
 ST0097  STATE/COUNTY-  MT/TETON
 ST0097  USGS QUAD   -  CHOTEAU (1987)
 ST0097
 ST0097                         *CURRENT SURVEY CONTROL
 ST0097  ___________________________________________________________________
 ST0097* NAD 83(1986)-  47 48 06.     (N)    112 14 12.     (W)     SCALED    
 ST0097* NAVD 88     -      1225.719  (meters)    4021.38   (feet)  ADJUSTED  
 ST0097  ___________________________________________________________________
 ST0097  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0097  DYNAMIC HT  -        1225.626 (meters)    4021.07  (feet)  COMP
 ST0097  MODELED GRAV-     980,492.9   (mgal)                       NAVD 88
 ST0097
 ST0097  VERT ORDER  -  SECOND    CLASS 0
 ST0097
 ST0097.The horizontal coordinates were scaled from a topographic map and have
 ST0097.an estimated accuracy of +/- 6 seconds.
 ST0097
 ST0097.The orthometric height was determined by differential leveling
 ST0097.and adjusted by the National Geodetic Survey in June 1991..
 ST0097
 ST0097.The geoid height was determined by GEOID03.
 ST0097
 ST0097.The dynamic height is computed by dividing the NAVD 88
 ST0097.geopotential number by the normal gravity value computed on the
 ST0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0097.degrees latitude (g = 980.6199 gals.).
 ST0097
 ST0097.The modeled gravity was interpolated from observed gravity values.
 ST0097
 ST0097;                    North         East    Units  Estimated Accuracy
 ST0097;SPC MT       -   398,230.      395,140.      MT  (+/- 180 meters Scaled)
 ST0097
 ST0097                          SUPERSEDED SURVEY CONTROL
 ST0097
 ST0097  NGVD 29 (??/??/92) 1224.746  (m)         4018.19   (f) ADJ UNCH    2 0
 ST0097
 ST0097.Superseded values are not recommended for survey control.
 ST0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0097.See file dsdata.txt to determine how the superseded data were derived.
 ST0097
 ST0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT073949(NAD 83)
 ST0097_MARKER: DR = REFERENCE MARK DISK
 ST0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0097_STAMPING: F 2 Z NO. 1 1961
 ST0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0097+STABILITY: SURFACE MOTION
 ST0097
 ST0097  HISTORY     - Date     Condition        Report By
 ST0097  HISTORY     - 1961     MONUMENTED       CGS
 ST0097
 ST0097                          STATION DESCRIPTION
 ST0097
 ST0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0097'3.45 MI SW FROM CHOTEAU.
 ST0097'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0097'CHOTEAU, THENCE 2.15 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE
 ST0097'NORTH ALONG A FENCE LINE, ABOUT 100 YARDS SOUTH OF THE SUMMIT OF A
 ST0097'SMALL RISE, 42.89 FEET NORTH OF TRIANGULATION STATION F 2 Z, 3.6 FEET
 ST0097'WEST OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ST0097'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0096 ***********************************************************************
 ST0096  DESIGNATION -  F 2 Z RM 2
 ST0096  PID         -  ST0096
 ST0096  STATE/COUNTY-  MT/TETON
 ST0096  USGS QUAD   -  CHOTEAU (1987)
 ST0096
 ST0096                         *CURRENT SURVEY CONTROL
 ST0096  ___________________________________________________________________
 ST0096* NAD 83(1986)-  47 48 04.     (N)    112 14 14.     (W)     SCALED    
 ST0096* NAVD 88     -      1225.571  (meters)    4020.89   (feet)  ADJUSTED  
 ST0096  ___________________________________________________________________
 ST0096  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 ST0096  DYNAMIC HT  -        1225.477 (meters)    4020.59  (feet)  COMP
 ST0096  MODELED GRAV-     980,492.7   (mgal)                       NAVD 88
 ST0096
 ST0096  VERT ORDER  -  SECOND    CLASS 0
 ST0096
 ST0096.The horizontal coordinates were scaled from a topographic map and have
 ST0096.an estimated accuracy of +/- 6 seconds.
 ST0096
 ST0096.The orthometric height was determined by differential leveling
 ST0096.and adjusted by the National Geodetic Survey in June 1991..
 ST0096
 ST0096.The geoid height was determined by GEOID03.
 ST0096
 ST0096.The dynamic height is computed by dividing the NAVD 88
 ST0096.geopotential number by the normal gravity value computed on the
 ST0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0096.degrees latitude (g = 980.6199 gals.).
 ST0096
 ST0096.The modeled gravity was interpolated from observed gravity values.
 ST0096
 ST0096;                    North         East    Units  Estimated Accuracy
 ST0096;SPC MT       -   398,170.      395,100.      MT  (+/- 180 meters Scaled)
 ST0096
 ST0096                          SUPERSEDED SURVEY CONTROL
 ST0096
 ST0096  NGVD 29 (??/??/92) 1224.598  (m)         4017.70   (f) ADJ UNCH    2 0
 ST0096
 ST0096.Superseded values are not recommended for survey control.
 ST0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0096.See file dsdata.txt to determine how the superseded data were derived.
 ST0096
 ST0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT073949(NAD 83)
 ST0096_MARKER: DR = REFERENCE MARK DISK
 ST0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0096_STAMPING: F 2 Z NO. 2 1961
 ST0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0096+STABILITY: SURFACE MOTION
 ST0096
 ST0096  HISTORY     - Date     Condition        Report By
 ST0096  HISTORY     - 1961     MONUMENTED       CGS
 ST0096
 ST0096                          STATION DESCRIPTION
 ST0096
 ST0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0096'3.45 MI SW FROM CHOTEAU.
 ST0096'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0096'CHOTEAU, THENCE 2.15 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE
 ST0096'NORTH ALONG A FENCE LINE, ABOUT 100 YARDS SOUTH OF THE SUMMIT OF A
 ST0096'SMALL RISE, 44.72 FEET WEST OF TRIANGULATION STATION F 2 Z, 48.8 FEET
 ST0096'WEST OF THE FENCE, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF
 ST0096'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0174 ***********************************************************************
 TJ0174  DESIGNATION -  F 20
 TJ0174  PID         -  TJ0174
 TJ0174  STATE/COUNTY-  MT/VALLEY
 TJ0174  USGS QUAD   -  ENGSTROM RANCH (1978)
 TJ0174
 TJ0174                         *CURRENT SURVEY CONTROL
 TJ0174  ___________________________________________________________________
 TJ0174* NAD 83(1986)-  48 14 59.     (N)    106 45 18.     (W)     SCALED    
 TJ0174* NAVD 88     -       640.981  (meters)    2102.95   (feet)  ADJUSTED  
 TJ0174  ___________________________________________________________________
 TJ0174  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0174  DYNAMIC HT  -         641.055 (meters)    2103.19  (feet)  COMP
 TJ0174  MODELED GRAV-     980,706.1   (mgal)                       NAVD 88
 TJ0174
 TJ0174  VERT ORDER  -  FIRST     CLASS II
 TJ0174
 TJ0174.The horizontal coordinates were scaled from a topographic map and have
 TJ0174.an estimated accuracy of +/- 6 seconds.
 TJ0174
 TJ0174.The orthometric height was determined by differential leveling
 TJ0174.and adjusted by the National Geodetic Survey in June 1991..
 TJ0174
 TJ0174.The geoid height was determined by GEOID03.
 TJ0174
 TJ0174.The dynamic height is computed by dividing the NAVD 88
 TJ0174.geopotential number by the normal gravity value computed on the
 TJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0174.degrees latitude (g = 980.6199 gals.).
 TJ0174
 TJ0174.The modeled gravity was interpolated from observed gravity values.
 TJ0174
 TJ0174;                    North         East    Units  Estimated Accuracy
 TJ0174;SPC MT       -   448,020.      803,740.      MT  (+/- 180 meters Scaled)
 TJ0174
 TJ0174                          SUPERSEDED SURVEY CONTROL
 TJ0174
 TJ0174  NGVD 29 (??/??/92)  640.341  (m)         2100.85   (f) ADJ UNCH    1 2
 TJ0174
 TJ0174.Superseded values are not recommended for survey control.
 TJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0174.See file dsdata.txt to determine how the superseded data were derived.
 TJ0174
 TJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP697455(NAD 83)
 TJ0174_MARKER: DD = SURVEY DISK
 TJ0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0174_SP_SET: ABUTMENT
 TJ0174_MARK LOGO: BOR   
 TJ0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0174
 TJ0174  HISTORY     - Date     Condition        Report By
 TJ0174  HISTORY     - UNK      MONUMENTED       BOR
 TJ0174  HISTORY     - 1948     GOOD             NGS
 TJ0174  HISTORY     - 1980     GOOD             NGS
 TJ0174
 TJ0174                          STATION DESCRIPTION
 TJ0174
 TJ0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0174'1.9 MI W FROM PAISLEY.
 TJ0174'1.9 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION SIGN
 TJ0174'AT PAISLEY, VALLEY COUNTY, AT BRIDGE 284/4, IN THE TOP OF THE LOWER
 TJ0174'PORTION OF THE EAST CONCRETE ABUTMENT, 3.8 FEET SOUTH OF THE NORTH END
 TJ0174'OF THE ABUTMENT, 1.9 FEET EAST OF THE WEST EDGE, 7.3 FEET NORTH OF THE
 TJ0174'NORTH RAIL OF THE TRACK, AND 5.4 FEET LOWER THAN THE RAIL.  A UNITED
 TJ0174'STATES BUREAU OF RECLAMATION STANDARD DISK.
 TJ0174
 TJ0174                          STATION RECOVERY (1980)
 TJ0174
 TJ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0174'10.6 KM (6.6 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0174'FROM THE STATION IN GLASGOW, IN TOP OF AND 1.2 METERS (3.8 FT) SOUTH
 TJ0174'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER
 TJ0174'284.4 AND 2.2 METERS (7.3 FT) NORTH OF THE NORTH RAIL.
 TJ0174'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0586 ***********************************************************************
 RV0586  DESIGNATION -  F 200
 RV0586  PID         -  RV0586
 RV0586  STATE/COUNTY-  MT/WHEATLAND
 RV0586  USGS QUAD   -  OXFORD (1986)
 RV0586
 RV0586                         *CURRENT SURVEY CONTROL
 RV0586  ___________________________________________________________________
 RV0586* NAD 83(1986)-  46 35 29.     (N)    109 44 43.     (W)     SCALED    
 RV0586* NAVD 88     -      1407.092  (meters)    4616.43   (feet)  ADJUSTED  
 RV0586  ___________________________________________________________________
 RV0586  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 RV0586  DYNAMIC HT  -        1406.793 (meters)    4615.45  (feet)  COMP
 RV0586  MODELED GRAV-     980,351.7   (mgal)                       NAVD 88
 RV0586
 RV0586  VERT ORDER  -  SECOND    CLASS 0
 RV0586
 RV0586.The horizontal coordinates were scaled from a topographic map and have
 RV0586.an estimated accuracy of +/- 6 seconds.
 RV0586
 RV0586.The orthometric height was determined by differential leveling
 RV0586.and adjusted by the National Geodetic Survey in June 1991..
 RV0586
 RV0586.The geoid height was determined by GEOID03.
 RV0586
 RV0586.The dynamic height is computed by dividing the NAVD 88
 RV0586.geopotential number by the normal gravity value computed on the
 RV0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0586.degrees latitude (g = 980.6199 gals.).
 RV0586
 RV0586.The modeled gravity was interpolated from observed gravity values.
 RV0586
 RV0586;                    North         East    Units  Estimated Accuracy
 RV0586;SPC MT       -   260,210.      581,210.      MT  (+/- 180 meters Scaled)
 RV0586
 RV0586                          SUPERSEDED SURVEY CONTROL
 RV0586
 RV0586  NGVD 29 (??/??/92) 1406.134  (m)         4613.29   (f) ADJ UNCH    2 0
 RV0586
 RV0586.Superseded values are not recommended for survey control.
 RV0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0586.See file dsdata.txt to determine how the superseded data were derived.
 RV0586
 RV0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS961605(NAD 83)
 RV0586_MARKER: DB = BENCH MARK DISK
 RV0586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0586_SP_SET: 12.5 FT.
 RV0586_STAMPING: F 200 1961
 RV0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0586
 RV0586  HISTORY     - Date     Condition        Report By
 RV0586  HISTORY     - 1961     MONUMENTED       CGS
 RV0586  HISTORY     - 1981     MARK NOT FOUND   USGS
 RV0586
 RV0586                          STATION DESCRIPTION
 RV0586
 RV0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0586'6.65 MI SE FROM JUDITH GAP.
 RV0586'ABOUT 6.15 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0586'JUDITH GAP, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, 79 FEET NORTH OF
 RV0586'THE CENTER LINE OF THE ROAD, 130 FEET NORTHWEST OF THE NORTH END OF A
 RV0586'PIPE CULVERT, 86 FEET EAST OF THE CENTER LINE OF A TRAIL NORTH, 2.8
 RV0586'FEET WEST OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD,
 RV0586'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO
 RV0586'REFUSAL AT A DEPTH OF 12 1/2 FEET.  THE UPPER PORTION OF THE ROD IS
 RV0586'ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
 RV0586
 RV0586                          STATION RECOVERY (1981)
 RV0586
 RV0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RV0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0017 ***********************************************************************
 TH0017  DESIGNATION -  F 203
 TH0017  PID         -  TH0017
 TH0017  STATE/COUNTY-  MT/SHERIDAN
 TH0017  USGS QUAD   -  PARK LAKE (1983)
 TH0017
 TH0017                         *CURRENT SURVEY CONTROL
 TH0017  ___________________________________________________________________
 TH0017* NAD 83(1986)-  48 54 42.     (N)    104 17 00.     (W)     SCALED    
 TH0017* NAVD 88     -       705.115  (meters)    2313.36   (feet)  ADJUSTED  
 TH0017  ___________________________________________________________________
 TH0017  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 TH0017  DYNAMIC HT  -         705.235 (meters)    2313.76  (feet)  COMP
 TH0017  MODELED GRAV-     980,757.1   (mgal)                       NAVD 88
 TH0017
 TH0017  VERT ORDER  -  SECOND    CLASS 0
 TH0017
 TH0017.The horizontal coordinates were scaled from a topographic map and have
 TH0017.an estimated accuracy of +/- 6 seconds.
 TH0017
 TH0017.The orthometric height was determined by differential leveling
 TH0017.and adjusted by the National Geodetic Survey in June 1991..
 TH0017
 TH0017.The geoid height was determined by GEOID03.
 TH0017
 TH0017.The dynamic height is computed by dividing the NAVD 88
 TH0017.geopotential number by the normal gravity value computed on the
 TH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0017.degrees latitude (g = 980.6199 gals.).
 TH0017
 TH0017.The modeled gravity was interpolated from observed gravity values.
 TH0017
 TH0017;                    North         East    Units  Estimated Accuracy
 TH0017;SPC MT       -   530,770.      982,080.      MT  (+/- 180 meters Scaled)
 TH0017
 TH0017                          SUPERSEDED SURVEY CONTROL
 TH0017
 TH0017  NGVD 29 (??/??/92)  704.566  (m)         2311.56   (f) ADJ UNCH    2 0
 TH0017
 TH0017.Superseded values are not recommended for survey control.
 TH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0017.See file dsdata.txt to determine how the superseded data were derived.
 TH0017
 TH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ525178(NAD 83)
 TH0017_MARKER: DB = BENCH MARK DISK
 TH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0017_STAMPING: F-203 -- 1934
 TH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0017+STABILITY: SURFACE MOTION
 TH0017
 TH0017  HISTORY     - Date     Condition        Report By
 TH0017  HISTORY     - 1934     MONUMENTED       CGS
 TH0017
 TH0017                          STATION DESCRIPTION
 TH0017
 TH0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0017'1.8 MI W FROM COMERTOWN.
 TH0017'LOCATED 1.8 MILES WEST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE.
 TH0017'MARIE RAILWAY STATION AT COMERTOWN.  100 YARDS EAST OF MILE POST 632.
 TH0017'45 FEET SOUTHEAST OF CENTERLINE OF RAILWAY CROSSING.  41.4 FEET SOUTH
 TH0017'OF SOUTH RAIL OF TRACK.  19 FEET EAST OF CENTERLINE OF ROAD CROSSING
 TH0017'TRACK.  10 FEET WEST OF GATE POST.  2.4 FEET NORTH OF RAILWAY FENCE. A
 TH0017'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH. NOTE-- THE
 TH0017'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE
 TH0017'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0225 ***********************************************************************
 RT0225  DESIGNATION -  F 204
 RT0225  PID         -  RT0225
 RT0225  STATE/COUNTY-  MT/CUSTER
 RT0225  USGS QUAD   -  RED KNOB (1969)
 RT0225
 RT0225                         *CURRENT SURVEY CONTROL
 RT0225  ___________________________________________________________________
 RT0225* NAD 83(1999)-  46 20 32.58711(N)    105 08 47.32002(W)     ADJUSTED  
 RT0225* NAVD 88     -       906.129  (meters)    2972.86   (feet)  ADJUSTED  
 RT0225  ___________________________________________________________________
 RT0225  X           -  -1,152,664.868 (meters)                     COMP
 RT0225  Y           -  -4,258,228.923 (meters)                     COMP
 RT0225  Z           -   4,592,246.677 (meters)                     COMP
 RT0225  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 RT0225  ELLIP HEIGHT-         890.11  (meters)          (04/26/01) GPS OBS
 RT0225  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RT0225  DYNAMIC HT  -         906.027 (meters)    2972.52  (feet)  COMP
 RT0225  MODELED GRAV-     980,470.8   (mgal)                       NAVD 88
 RT0225
 RT0225  HORZ ORDER  -  B
 RT0225  VERT ORDER  -  SECOND    CLASS 0
 RT0225  ELLP ORDER  -  FOURTH    CLASS I
 RT0225
 RT0225.The horizontal coordinates were established by GPS observations
 RT0225.and adjusted by the National Geodetic Survey in April 2001..
 RT0225.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RT0225.DATUM ITEM on the data sheet items page.
 RT0225
 RT0225.The orthometric height was determined by differential leveling
 RT0225.and adjusted by the National Geodetic Survey in June 1991..
 RT0225
 RT0225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RT0225
 RT0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0225
 RT0225.The ellipsoidal height was determined by GPS observations
 RT0225.and is referenced to NAD 83.
 RT0225
 RT0225.The geoid height was determined by GEOID03.
 RT0225
 RT0225.The dynamic height is computed by dividing the NAVD 88
 RT0225.geopotential number by the normal gravity value computed on the
 RT0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0225.degrees latitude (g = 980.6199 gals.).
 RT0225
 RT0225.The modeled gravity was interpolated from observed gravity values.
 RT0225
 RT0225;                    North         East     Units Scale Factor Converg.
 RT0225;SPC MT       -   241,823.571   934,798.797   MT  0.99946052   +3 11 04.6
 RT0225;SPC MT       -   793,384.42  3,066,925.19   iFT  0.99946052   +3 11 04.6
 RT0225;UTM  13      - 5,132,100.417   488,728.049   MT  0.99960156   -0 06 21.5
 RT0225
 RT0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0225!SPC MT       -   0.99986048  x   0.99946052  =   0.99932108
 RT0225!UTM  13      -   0.99986048  x   0.99960156  =   0.99946210
 RT0225
 RT0225                          SUPERSEDED SURVEY CONTROL
 RT0225
 RT0225  NAD 83(1992)-  46 20 32.58650(N)    105 08 47.31948(W) AD(       ) B
 RT0225  ELLIP H (08/02/96)  890.23   (m)                       GP(       ) 2 1
 RT0225  NAVD 88 (08/02/96)  906.13   (m)         2972.9    (f) LEVELING    3  
 RT0225  NGVD 29 (??/??/92)  905.546  (m)         2970.95   (f) ADJ UNCH    2 0
 RT0225
 RT0225.Superseded values are not recommended for survey control.
 RT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0225.See file dsdata.txt to determine how the superseded data were derived.
 RT0225
 RT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM8872832100(NAD 83)
 RT0225_MARKER: DB = BENCH MARK DISK
 RT0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0225_STAMPING: F 204 1934
 RT0225_MARK LOGO: CGS   
 RT0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 RT0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0225+STABILITY: SURFACE MOTION
 RT0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RT0225+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1996
 RT0225
 RT0225  HISTORY     - Date     Condition        Report By
 RT0225  HISTORY     - 1934     MONUMENTED       CGS
 RT0225  HISTORY     - 1969     GOOD             USGS
 RT0225  HISTORY     - 19960604 GOOD             MTDOT
 RT0225
 RT0225                          STATION DESCRIPTION
 RT0225
 RT0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0225'3 MI SW FROM KNOWLTON.
 RT0225'3 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO MIZPAH FROM THE
 RT0225'SCHOOLHOUSE AT KNOWLTON, CUSTER COUNTY, 86 YARDS NORTHEAST OF A WOODEN
 RT0225'BRIDGE OVER THE DRY BED OF A SMALL STREAM AT A SLIGHT CURVE TO THE
 RT0225'LEFT, 47 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 1.3 FEET
 RT0225'SOUTHEAST OF A FENCE PARALLELING THE ROAD.  A STANDARD DISK, STAMPED F
 RT0225'204 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 RT0225'ABOVE GROUND.
 RT0225
 RT0225                          STATION RECOVERY (1969)
 RT0225
 RT0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0225'RECOVERED IN GOOD CONDITION.
 RT0225
 RT0225                          STATION RECOVERY (1996)
 RT0225
 RT0225'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RT0225'25.35 MI (40.80 KM) EAST ALONG U.S.  HIGHWAY 12, FROM ITS JUNCTION
 RT0225'WITH INTERSTATE HIGHWAY 94, IN MILES CITY, TO THE CENTER OF THE BRIDGE
 RT0225'OVER THE POWDER RIVER, CONTINUE EAST FOR 7.3 MI (11.7 KM) TO MILEPOST
 RT0225'39, CONTINUE AHEAD FOR 0.3 MI (0.5 KM) TO A GRAVEL ROAD ON THE RIGHT.
 RT0225'TURN RIGHT ON EIGHT MILE ROAD FOR 8.2 MI (13.2 KM) TO A T-JUNCTION AT
 RT0225'THE KNOWLTON SCHOOL ON THE RIGHT, THEN RIGHT ON THE ISMAY-MIZPAH ROAD
 RT0225'GOING WEST FOR 3.0 MI (4.8 KM) TO THE STATION ON THE RIGHT 240 FT
 RT0225'(73.2 M) EAST-NORTHEAST OF A PIPE CULVERT, 48.0 FT (14.6 M)
 RT0225'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 1.3 FT (0.4 M)
 RT0225'SOUTH-SOUTHEAST OF A FENCE AND 1.0 FT (0.3 M) SOUTH-SOUTHEAST OF A
 RT0225'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0096 ***********************************************************************
 QU0096  DESIGNATION -  F 205
 QU0096  PID         -  QU0096
 QU0096  STATE/COUNTY-  MT/CUSTER
 QU0096  USGS QUAD   -  MILLS CREEK EAST (1979)
 QU0096
 QU0096                         *CURRENT SURVEY CONTROL
 QU0096  ___________________________________________________________________
 QU0096* NAD 83(1986)-  45 52 38.     (N)    105 01 11.     (W)     SCALED    
 QU0096* NAVD 88     -       883.846  (meters)    2899.75   (feet)  ADJUSTED  
 QU0096  ___________________________________________________________________
 QU0096  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 QU0096  DYNAMIC HT  -         883.708 (meters)    2899.30  (feet)  COMP
 QU0096  MODELED GRAV-     980,429.3   (mgal)                       NAVD 88
 QU0096
 QU0096  VERT ORDER  -  SECOND    CLASS 0
 QU0096
 QU0096.The horizontal coordinates were scaled from a topographic map and have
 QU0096.an estimated accuracy of +/- 6 seconds.
 QU0096
 QU0096.The orthometric height was determined by differential leveling
 QU0096.and adjusted by the National Geodetic Survey in June 1991..
 QU0096
 QU0096.The geoid height was determined by GEOID03.
 QU0096
 QU0096.The dynamic height is computed by dividing the NAVD 88
 QU0096.geopotential number by the normal gravity value computed on the
 QU0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0096.degrees latitude (g = 980.6199 gals.).
 QU0096
 QU0096.The modeled gravity was interpolated from observed gravity values.
 QU0096
 QU0096;                    North         East    Units  Estimated Accuracy
 QU0096;SPC MT       -   190,780.      947,490.      MT  (+/- 180 meters Scaled)
 QU0096
 QU0096                          SUPERSEDED SURVEY CONTROL
 QU0096
 QU0096  NGVD 29 (??/??/92)  883.265  (m)         2897.85   (f) ADJ UNCH    2 0
 QU0096
 QU0096.Superseded values are not recommended for survey control.
 QU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0096.See file dsdata.txt to determine how the superseded data were derived.
 QU0096
 QU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL984804(NAD 83)
 QU0096_MARKER: DB = BENCH MARK DISK
 QU0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0096_STAMPING: F 205 1934
 QU0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0096+STABILITY: SURFACE MOTION
 QU0096
 QU0096  HISTORY     - Date     Condition        Report By
 QU0096  HISTORY     - 1934     MONUMENTED       CGS
 QU0096  HISTORY     - 1973     GOOD             USGS
 QU0096
 QU0096                          STATION DESCRIPTION
 QU0096
 QU0096'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0096'10.2 MI NW FROM POWDERVILLE.
 QU0096'10.2 MILES FROM POWER RIVER BRIDGE AT POWERVILLE.  IN CUSTER
 QU0096'COUNTY, 9.2 MILES NORTH ALONG COUNTY ROAD LEADING TO MIZPAH
 QU0096'1.0 MILE WEST OF BRIDGE CROSSING POWER RIVER AT POWERVILLE,
 QU0096'POWER RIVER COUNTY, 150 YARDS NORTH OF THE CROWN OF A HILL,
 QU0096'33 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1.4 FEET EAST
 QU0096'OF A FENCE PARALLELING THE ROAD.  A STANDARD DISK, STAMPED
 QU0096'F 205 1934 AND SET IN THE TOP OF A CONCRETE POST, SPALLED,
 QU0096'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0080 ***********************************************************************
 QU0080  DESIGNATION -  F 206
 QU0080  PID         -  QU0080
 QU0080  STATE/COUNTY-  MT/CARTER
 QU0080  USGS QUAD   -  EKALAKA (1993)
 QU0080
 QU0080                         *CURRENT SURVEY CONTROL
 QU0080  ___________________________________________________________________
 QU0080* NAD 83(1986)-  45 54 56.     (N)    104 36 25.     (W)     SCALED    
 QU0080* NAVD 88     -      1023.181  (meters)    3356.89   (feet)  ADJUSTED  
 QU0080  ___________________________________________________________________
 QU0080  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 QU0080  DYNAMIC HT  -        1022.988 (meters)    3356.25  (feet)  COMP
 QU0080  MODELED GRAV-     980,391.1   (mgal)                       NAVD 88
 QU0080
 QU0080  VERT ORDER  -  SECOND    CLASS 0
 QU0080
 QU0080.The horizontal coordinates were scaled from a topographic map and have
 QU0080.an estimated accuracy of +/- 6 seconds.
 QU0080
 QU0080.The orthometric height was determined by differential leveling
 QU0080.and adjusted by the National Geodetic Survey in June 1991..
 QU0080
 QU0080.The geoid height was determined by GEOID03.
 QU0080
 QU0080.The dynamic height is computed by dividing the NAVD 88
 QU0080.geopotential number by the normal gravity value computed on the
 QU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0080.degrees latitude (g = 980.6199 gals.).
 QU0080
 QU0080.The modeled gravity was interpolated from observed gravity values.
 QU0080
 QU0080;                    North         East    Units  Estimated Accuracy
 QU0080;SPC MT       -   196,940.      979,200.      MT  (+/- 180 meters Scaled)
 QU0080
 QU0080                          SUPERSEDED SURVEY CONTROL
 QU0080
 QU0080  NGVD 29 (??/??/92) 1022.568  (m)         3354.88   (f) ADJ UNCH    2 0
 QU0080
 QU0080.Superseded values are not recommended for survey control.
 QU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0080.See file dsdata.txt to determine how the superseded data were derived.
 QU0080
 QU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL304847(NAD 83)
 QU0080_MARKER: DB = BENCH MARK DISK
 QU0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0080_STAMPING: F 206 1934
 QU0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0080+STABILITY: SURFACE MOTION
 QU0080
 QU0080  HISTORY     - Date     Condition        Report By
 QU0080  HISTORY     - 1934     MONUMENTED       CGS
 QU0080  HISTORY     - 1973     MARK NOT FOUND   NGS
 QU0080
 QU0080                          STATION DESCRIPTION
 QU0080
 QU0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0080'4.2 MI NW FROM EKALAKA.
 QU0080'ABOUT 4.2 MILES NORTHWEST ALONG THE ROAD LEADING TO MILES
 QU0080'CITY FROM THE COUNTY COURTHOUSE AT EKALAKA, CARTER COUNTY,
 QU0080'30 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT WEST
 QU0080'OF THE FENCE PARALLELING THE ROAD.  A STANDARD DISK, STAMPED
 QU0080'F 206 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QU0080'ABOUT 6 INCHES ABOVE GROUND.
 QU0080
 QU0080                          STATION RECOVERY (1973)
 QU0080
 QU0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QU0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0254 ***********************************************************************
 RT0254  DESIGNATION -  F 207
 RT0254  PID         -  RT0254
 RT0254  STATE/COUNTY-  MT/CUSTER
 RT0254  USGS QUAD   -  LOCATE SW (1969)
 RT0254
 RT0254                         *CURRENT SURVEY CONTROL
 RT0254  ___________________________________________________________________
 RT0254* NAD 83(1986)-  46 17 57.     (N)    105 23 17.     (W)     SCALED    
 RT0254* NAVD 88     -       836.250  (meters)    2743.60   (feet)  ADJUSTED  
 RT0254  ___________________________________________________________________
 RT0254  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RT0254  DYNAMIC HT  -         836.158 (meters)    2743.30  (feet)  COMP
 RT0254  MODELED GRAV-     980,475.5   (mgal)                       NAVD 88
 RT0254
 RT0254  VERT ORDER  -  SECOND    CLASS 0
 RT0254
 RT0254.The horizontal coordinates were scaled from a topographic map and have
 RT0254.an estimated accuracy of +/- 6 seconds.
 RT0254
 RT0254.The orthometric height was determined by differential leveling
 RT0254.and adjusted by the National Geodetic Survey in June 1991..
 RT0254
 RT0254.The geoid height was determined by GEOID03.
 RT0254
 RT0254.The dynamic height is computed by dividing the NAVD 88
 RT0254.geopotential number by the normal gravity value computed on the
 RT0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0254.degrees latitude (g = 980.6199 gals.).
 RT0254
 RT0254.The modeled gravity was interpolated from observed gravity values.
 RT0254
 RT0254;                    North         East    Units  Estimated Accuracy
 RT0254;SPC MT       -   236,030.      916,490.      MT  (+/- 180 meters Scaled)
 RT0254
 RT0254                          SUPERSEDED SURVEY CONTROL
 RT0254
 RT0254  NGVD 29 (??/??/92)  835.652  (m)         2741.63   (f) ADJ UNCH    2 0
 RT0254
 RT0254.Superseded values are not recommended for survey control.
 RT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0254.See file dsdata.txt to determine how the superseded data were derived.
 RT0254
 RT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM701273(NAD 83)
 RT0254_MARKER: DB = BENCH MARK DISK
 RT0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0254_STAMPING: F 207 1934
 RT0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0254+STABILITY: SURFACE MOTION
 RT0254
 RT0254  HISTORY     - Date     Condition        Report By
 RT0254  HISTORY     - 1934     MONUMENTED       CGS
 RT0254  HISTORY     - 1969     MARK NOT FOUND   USGS
 RT0254
 RT0254                          STATION DESCRIPTION
 RT0254
 RT0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0254'5.5 MI W FROM MIZPAH.
 RT0254'ABOUT 5.5 MILES WEST ALONG THE MILES CITY-EKALAKA ROAD FROM THE POST
 RT0254'OFFICE AT MIZPAH, CUSTER COUNTY, ABOUT 7.6 MILES WEST OF THE POWDER
 RT0254'RIVER BRIDGE NEAR MIZPAH, ABOUT 150 YARDS WEST OF A COULEE, IN FRONT
 RT0254'OF A RANCH HOUSE, 48 FEET EAST OF THE CENTER OF A GATE TO THE RANCH
 RT0254'HOUSE, 28 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, AND 1.4 FEET
 RT0254'NORTH OF THE FENCE PARALLELING THE ROAD.  A STANDARD DISK, STAMPED F
 RT0254'207 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 RT0254'INCHES ABOVE GROUND.
 RT0254
 RT0254                          STATION RECOVERY (1969)
 RT0254
 RT0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0025 ***********************************************************************
 RT0025  DESIGNATION -  F 208
 RT0025  PID         -  RT0025
 RT0025  STATE/COUNTY-  MT/WIBAUX
 RT0025  USGS QUAD   -  CARLYLE NW (1981)
 RT0025
 RT0025                         *CURRENT SURVEY CONTROL
 RT0025  ___________________________________________________________________
 RT0025* NAD 83(1986)-  46 41 58.     (N)    104 13 43.     (W)     SCALED    
 RT0025* NAVD 88     -       892.331  (meters)    2927.59   (feet)  ADJUSTED  
 RT0025  ___________________________________________________________________
 RT0025  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 RT0025  DYNAMIC HT  -         892.281 (meters)    2927.43  (feet)  COMP
 RT0025  MODELED GRAV-     980,527.3   (mgal)                       NAVD 88
 RT0025
 RT0025  VERT ORDER  -  SECOND    CLASS 0
 RT0025
 RT0025.The horizontal coordinates were scaled from a topographic map and have
 RT0025.an estimated accuracy of +/- 6 seconds.
 RT0025
 RT0025.The orthometric height was determined by differential leveling
 RT0025.and adjusted by the National Geodetic Survey in June 1991..
 RT0025
 RT0025.The geoid height was determined by GEOID03.
 RT0025
 RT0025.The dynamic height is computed by dividing the NAVD 88
 RT0025.geopotential number by the normal gravity value computed on the
 RT0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0025.degrees latitude (g = 980.6199 gals.).
 RT0025
 RT0025.The modeled gravity was interpolated from observed gravity values.
 RT0025
 RT0025;                    North         East    Units  Estimated Accuracy
 RT0025;SPC MT       -   285,740.    1,002,620.      MT  (+/- 180 meters Scaled)
 RT0025
 RT0025                          SUPERSEDED SURVEY CONTROL
 RT0025
 RT0025  NGVD 29 (??/??/92)  891.714  (m)         2925.57   (f) ADJ UNCH    2 0
 RT0025
 RT0025.Superseded values are not recommended for survey control.
 RT0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0025.See file dsdata.txt to determine how the superseded data were derived.
 RT0025
 RT0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM589720(NAD 83)
 RT0025_MARKER: DB = BENCH MARK DISK
 RT0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0025_STAMPING: F 208 1934
 RT0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0025+STABILITY: SURFACE MOTION
 RT0025
 RT0025  HISTORY     - Date     Condition        Report By
 RT0025  HISTORY     - 1934     MONUMENTED       CGS
 RT0025  HISTORY     - 1935     GOOD             NGS
 RT0025  HISTORY     - 1976     GOOD             USGS
 RT0025
 RT0025                          STATION DESCRIPTION
 RT0025
 RT0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RT0025'22.3 MI S FROM WIBAUX.
 RT0025'22.3 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE NORTHERN PACIFIC
 RT0025'RAILWAY STATION AT WIBAUX, WIBAUX COUNTY, 38 FEET SOUTH OF A
 RT0025'SECTION-LINE FENCE LEADING EAST, 36 FEET EAST OF THE CENTERLINE OF THE
 RT0025'HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED F 208
 RT0025'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 RT0025'ABOVE GROUND.
 RT0025
 RT0025                          STATION RECOVERY (1976)
 RT0025
 RT0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0025'21.6 MI S OF WIBAUX ALONG STATE HWY 7 TO COUNTY RD RIGHT AND OLD ROW
 RT0025'LEFT, THENCE 0.2 MI E, 38 FT S AND 41 FT E OF FEN COR. A STD DISK,
 RT0025'STAMPED F 208 1934, SET IN CONC POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0350 ***********************************************************************
 TJ0350  DESIGNATION -  F 21
 TJ0350  PID         -  TJ0350
 TJ0350  STATE/COUNTY-  MT/PHILLIPS
 TJ0350  USGS QUAD   -  ROBINSON RANCH (1984)
 TJ0350
 TJ0350                         *CURRENT SURVEY CONTROL
 TJ0350  ___________________________________________________________________
 TJ0350* NAD 83(1986)-  48 27 38.     (N)    107 28 32.     (W)     SCALED    
 TJ0350* NAVD 88     -       679.326  (meters)    2228.76   (feet)  ADJUSTED  
 TJ0350  ___________________________________________________________________
 TJ0350  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TJ0350  DYNAMIC HT  -         679.423 (meters)    2229.07  (feet)  COMP
 TJ0350  MODELED GRAV-     980,731.5   (mgal)                       NAVD 88
 TJ0350
 TJ0350  VERT ORDER  -  FIRST     CLASS II
 TJ0350
 TJ0350.The horizontal coordinates were scaled from a topographic map and have
 TJ0350.an estimated accuracy of +/- 6 seconds.
 TJ0350
 TJ0350.The orthometric height was determined by differential leveling
 TJ0350.and adjusted by the National Geodetic Survey in June 1991..
 TJ0350
 TJ0350.The geoid height was determined by GEOID03.
 TJ0350
 TJ0350.The dynamic height is computed by dividing the NAVD 88
 TJ0350.geopotential number by the normal gravity value computed on the
 TJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0350.degrees latitude (g = 980.6199 gals.).
 TJ0350
 TJ0350.The modeled gravity was interpolated from observed gravity values.
 TJ0350
 TJ0350;                    North         East    Units  Estimated Accuracy
 TJ0350;SPC MT       -   469,820.      749,670.      MT  (+/- 180 meters Scaled)
 TJ0350
 TJ0350                          SUPERSEDED SURVEY CONTROL
 TJ0350
 TJ0350  NGVD 29 (??/??/92)  678.609  (m)         2226.40   (f) ADJ UNCH    1 2
 TJ0350
 TJ0350.Superseded values are not recommended for survey control.
 TJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0350.See file dsdata.txt to determine how the superseded data were derived.
 TJ0350
 TJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP169704(NAD 83)
 TJ0350_MARKER: DB = BENCH MARK DISK
 TJ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0350_STAMPING: 2226.403
 TJ0350_MARK LOGO: CGS   
 TJ0350_PROJECTION: PROJECTING 14 CENTIMETERS
 TJ0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 TJ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0350+STABILITY: SURFACE MOTION
 TJ0350
 TJ0350  HISTORY     - Date     Condition        Report By
 TJ0350  HISTORY     - UNK      MONUMENTED       CGS
 TJ0350  HISTORY     - 1934     GOOD             NGS
 TJ0350  HISTORY     - 1980     GOOD             NGS
 TJ0350  HISTORY     - 19980120 GOOD             LOCENG
 TJ0350
 TJ0350                          STATION DESCRIPTION
 TJ0350
 TJ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0350'IN ASHFIELD.
 TJ0350'AT ASHFIELD, PHILLIPS COUNTY, ON THE GREAT NORTHERN RAILWAY, 115
 TJ0350'YARDS WEST OF THE STATION SIGN, AND 75 FEET NORTH OF THE TRACK.  A
 TJ0350'STANDARD DISK, STAMPED 2226.403 AND SET IN THE TOP OF A CONCRETE
 TJ0350'POST.
 TJ0350
 TJ0350                          STATION RECOVERY (1980)
 TJ0350
 TJ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0350'10.7 KM (6.7 MI) WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0350'RAILROAD STATION IN SACO, 22.9 METERS (75.0 FT) NORTH OF THE NORTH
 TJ0350'RAIL, 18.3 METERS (60.0 FT) WEST OF A UTILITY POLE, AND 13.9 METERS
 TJ0350'(45.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD.
 TJ0350'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 TJ0350'THE MARK IS 0.5 M BELOW THE ROAD.
 TJ0350
 TJ0350                          STATION RECOVERY (1998)
 TJ0350
 TJ0350'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (GLJ)
 TJ0350'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0133 ***********************************************************************
 RY0133  DESIGNATION -  F 211
 RY0133  PID         -  RY0133
 RY0133  STATE/COUNTY-  MT/RAVALLI
 RY0133  USGS QUAD   -  TENMILE LAKE (1964)
 RY0133
 RY0133                         *CURRENT SURVEY CONTROL
 RY0133  ___________________________________________________________________
 RY0133* NAD 83(1986)-  46 09 07.     (N)    114 29 56.     (W)     SCALED    
 RY0133* NAVD 88     -      1999.543  (meters)    6560.17   (feet)  ADJUSTED  
 RY0133  ___________________________________________________________________
 RY0133  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 RY0133  DYNAMIC HT  -        1998.652 (meters)    6557.24  (feet)  COMP
 RY0133  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 RY0133
 RY0133  VERT ORDER  -  SECOND    CLASS 0
 RY0133
 RY0133.The horizontal coordinates were scaled from a topographic map and have
 RY0133.an estimated accuracy of +/- 6 seconds.
 RY0133
 RY0133.The orthometric height was determined by differential leveling
 RY0133.and adjusted by the National Geodetic Survey in June 1991..
 RY0133
 RY0133.The geoid height was determined by GEOID03.
 RY0133
 RY0133.The dynamic height is computed by dividing the NAVD 88
 RY0133.geopotential number by the normal gravity value computed on the
 RY0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0133.degrees latitude (g = 980.6199 gals.).
 RY0133
 RY0133.The modeled gravity was interpolated from observed gravity values.
 RY0133
 RY0133;                    North         East    Units  Estimated Accuracy
 RY0133;SPC MT       -   223,670.      214,280.      MT  (+/- 180 meters Scaled)
 RY0133
 RY0133                          SUPERSEDED SURVEY CONTROL
 RY0133
 RY0133  NGVD 29 (??/??/92) 1998.218  (m)         6555.82   (f) ADJ UNCH    2 0
 RY0133
 RY0133.Superseded values are not recommended for survey control.
 RY0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0133.See file dsdata.txt to determine how the superseded data were derived.
 RY0133
 RY0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM931139(NAD 83)
 RY0133_MARKER: DB = BENCH MARK DISK
 RY0133_SETTING: 80 = SET IN A BOULDER
 RY0133_STAMPING: F 211 1965
 RY0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0133+STABILITY: SURFACE MOTION
 RY0133
 RY0133  HISTORY     - Date     Condition        Report By
 RY0133  HISTORY     - 1965     MONUMENTED       CGS
 RY0133
 RY0133                          STATION DESCRIPTION
 RY0133
 RY0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0133'27.25 MI NW FROM DARBY.
 RY0133'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0133'THENCE 20.25 MILES WEST ALONG LOST HORSE ROAD, 1.85 MILES NORTH OF
 RY0133'LOST HORSE GUARD STATION, NEAR THE SOUTH END OF THE SOUTH ONE OF TWIN
 RY0133'LAKES, IN THE TOP OF A 6- BY 11-FOOT BOULDER PROJECTING ABOUT 2 1/2
 RY0133'FEET ABOVE THE GROUND, 49 FEET WEST OF THE CENTER LINE OF THE ROAD, 69
 RY0133'FEET WEST AND ACROSS THE ROAD FROM THE CENTER OF A TRIANGLE FORMED BY
 RY0133'THE JUNCTION OF A DIRT ROAD EAST ACROSS A DAM AT THE SOUTH END OF THE
 RY0133'LAKE, 42 FEET SOUTHWEST OF A SIGN HIGHWAY 93 19, AND ABOUT 3 FEET
 RY0133'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0287 ***********************************************************************
 QW0287  DESIGNATION -  F 215
 QW0287  PID         -  QW0287
 QW0287  STATE/COUNTY-  MT/CARBON
 QW0287  USGS QUAD   -  BELFRY (1969)
 QW0287
 QW0287                         *CURRENT SURVEY CONTROL
 QW0287  ___________________________________________________________________
 QW0287* NAD 83(1986)-  45 08 06.     (N)    109 04 10.     (W)     SCALED    
 QW0287* NAVD 88     -      1294.408  (meters)    4246.74   (feet)  ADJUSTED  
 QW0287  ___________________________________________________________________
 QW0287  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 QW0287  DYNAMIC HT  -        1293.922 (meters)    4245.14  (feet)  COMP
 QW0287  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 QW0287
 QW0287  VERT ORDER  -  SECOND    CLASS 0
 QW0287
 QW0287.The horizontal coordinates were scaled from a topographic map and have
 QW0287.an estimated accuracy of +/- 6 seconds.
 QW0287
 QW0287.The orthometric height was determined by differential leveling
 QW0287.and adjusted by the National Geodetic Survey in June 1991..
 QW0287
 QW0287.The geoid height was determined by GEOID03.
 QW0287
 QW0287.The dynamic height is computed by dividing the NAVD 88
 QW0287.geopotential number by the normal gravity value computed on the
 QW0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0287.degrees latitude (g = 980.6199 gals.).
 QW0287
 QW0287.The modeled gravity was interpolated from observed gravity values.
 QW0287
 QW0287;                    North         East    Units  Estimated Accuracy
 QW0287;SPC MT       -    98,460.      633,870.      MT  (+/- 180 meters Scaled)
 QW0287
 QW0287                          SUPERSEDED SURVEY CONTROL
 QW0287
 QW0287  NGVD 29 (??/??/92) 1293.411  (m)         4243.47   (f) ADJ UNCH    2 0
 QW0287
 QW0287.Superseded values are not recommended for survey control.
 QW0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0287.See file dsdata.txt to determine how the superseded data were derived.
 QW0287
 QW0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ517997(NAD 83)
 QW0287_MARKER: DB = BENCH MARK DISK
 QW0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0287_STAMPING: F 215
 QW0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0287+STABILITY: SURFACE MOTION
 QW0287
 QW0287  HISTORY     - Date     Condition        Report By
 QW0287  HISTORY     - UNK      MONUMENTED       CGS
 QW0287  HISTORY     - 1969     GOOD             USGS
 QW0287
 QW0287                          STATION DESCRIPTION
 QW0287
 QW0287'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QW0287'12.4 MI SE FROM RED LODGE.
 QW0287'RED LODGE, APPROX. 9.2 MILES SE OF ALONG STATE RTE 308, THENCE SOUTH
 QW0287'3.2 MILES ALONG OLD ROAD, IN SE/4 SEC 18, T.8S.R.22E., ON THE SUMMIT
 QW0287'OF A HILL, 51 FEET NORTH OF ROAD., AND LEVEL WITH RD. SET IN CONCRETE
 QW0287'POST.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0311 ***********************************************************************
 QW0311  DESIGNATION -  F 216
 QW0311  PID         -  QW0311
 QW0311  STATE/COUNTY-  MT/STILLWATER
 QW0311  USGS QUAD   -  ROSCOE NW (1956)
 QW0311
 QW0311                         *CURRENT SURVEY CONTROL
 QW0311  ___________________________________________________________________
 QW0311* NAD 83(1986)-  45 26 10.     (N)    109 26 45.     (W)     SCALED    
 QW0311* NAVD 88     -      1353.510  (meters)    4440.64   (feet)  POSTED    
 QW0311  ___________________________________________________________________
 QW0311  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 QW0311  DYNAMIC HT  -        1353.070 (meters)    4439.20  (feet)  COMP
 QW0311  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 QW0311
 QW0311  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0311
 QW0311.The horizontal coordinates were scaled from a topographic map and have
 QW0311.an estimated accuracy of +/- 6 seconds.
 QW0311
 QW0311.The orthometric height was determined by differential leveling
 QW0311.and adjusted by the National Geodetic Survey in 1992..
 QW0311.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0311.rate of 1.1 thru 2.0 mm/km.
 QW0311
 QW0311.The geoid height was determined by GEOID03.
 QW0311
 QW0311.The dynamic height is computed by dividing the NAVD 88
 QW0311.geopotential number by the normal gravity value computed on the
 QW0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0311.degrees latitude (g = 980.6199 gals.).
 QW0311
 QW0311.The modeled gravity was interpolated from observed gravity values.
 QW0311
 QW0311;                    North         East    Units  Estimated Accuracy
 QW0311;SPC MT       -   131,830.      604,240.      MT  (+/- 180 meters Scaled)
 QW0311
 QW0311                          SUPERSEDED SURVEY CONTROL
 QW0311
 QW0311  NGVD 29 (??/??/92) 1352.602  (m)         4437.66   (f) ADJ UNCH    2 0
 QW0311
 QW0311.Superseded values are not recommended for survey control.
 QW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0311.See file dsdata.txt to determine how the superseded data were derived.
 QW0311
 QW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR215325(NAD 83)
 QW0311_MARKER: DB = BENCH MARK DISK
 QW0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0311_STAMPING: F 216 1934
 QW0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0311+STABILITY: SURFACE MOTION
 QW0311
 QW0311  HISTORY     - Date     Condition        Report By
 QW0311  HISTORY     - 1934     MONUMENTED       CGS
 QW0311  HISTORY     - 1954     POOR             NGS
 QW0311
 QW0311                          STATION DESCRIPTION
 QW0311
 QW0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QW0311'20.0 MI S FROM COLUMBUS.
 QW0311'20.0 MILES SOUTH ALONG THE ROAD LEADING TO RED LODGE FROM COLUMBUS,
 QW0311'STILLWATER COUNTY, 6.4 MILES SOUTHEAST OF ABSAROKEE, 30.9 FEET
 QW0311'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 16.2 FEET WEST OF A TELEPHONE
 QW0311'BRACE POLE, 1 FOOT NORTHEAST OF A NORTHWEST-AND-SOUTHEAST FENCE, AND
 QW0311'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED F 216 1934 AND SET IN
 QW0311'THE TOP OF A CONCRETE POST.  NOTE-- ONE SIDE OF THE MARK IS BROKEN OFF
 QW0311'AND THE MARK SEEMS TO BE CRUMBLING AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0149 ***********************************************************************
 RU0149  DESIGNATION -  F 217
 RU0149  PID         -  RU0149
 RU0149  STATE/COUNTY-  MT/ROSEBUD
 RU0149  USGS QUAD   -  GRIFFIN COULEE NE (1984)
 RU0149
 RU0149                         *CURRENT SURVEY CONTROL
 RU0149  ___________________________________________________________________
 RU0149* NAD 83(1986)-  46 12 31.     (N)    106 48 33.     (W)     SCALED    
 RU0149* NAVD 88     -       802.979  (meters)    2634.44   (feet)  ADJUSTED  
 RU0149  ___________________________________________________________________
 RU0149  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 RU0149  DYNAMIC HT  -         802.886 (meters)    2634.14  (feet)  COMP
 RU0149  MODELED GRAV-     980,472.8   (mgal)                       NAVD 88
 RU0149
 RU0149  VERT ORDER  -  FIRST     CLASS II
 RU0149
 RU0149.The horizontal coordinates were scaled from a topographic map and have
 RU0149.an estimated accuracy of +/- 6 seconds.
 RU0149
 RU0149.The orthometric height was determined by differential leveling
 RU0149.and adjusted by the National Geodetic Survey in June 1991..
 RU0149.WARNING-Repeat measurements at this control monument indicate possible
 RU0149.vertical movement.
 RU0149
 RU0149.The geoid height was determined by GEOID03.
 RU0149
 RU0149.The dynamic height is computed by dividing the NAVD 88
 RU0149.geopotential number by the normal gravity value computed on the
 RU0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0149.degrees latitude (g = 980.6199 gals.).
 RU0149
 RU0149.The modeled gravity was interpolated from observed gravity values.
 RU0149
 RU0149;                    North         East    Units  Estimated Accuracy
 RU0149;SPC MT       -   221,220.      807,510.      MT  (+/- 180 meters Scaled)
 RU0149
 RU0149                          SUPERSEDED SURVEY CONTROL
 RU0149
 RU0149  NGVD 29 (??/??/92)  802.336  (m)         2632.33   (f) ADJ UNCH    1 2
 RU0149
 RU0149.Superseded values are not recommended for survey control.
 RU0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0149.See file dsdata.txt to determine how the superseded data were derived.
 RU0149
 RU0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM604188(NAD 83)
 RU0149_MARKER: DB = BENCH MARK DISK
 RU0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0149_STAMPING: F 217 1934
 RU0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0149+STABILITY: SURFACE MOTION
 RU0149
 RU0149  HISTORY     - Date     Condition        Report By
 RU0149  HISTORY     - 1934     MONUMENTED       CGS
 RU0149  HISTORY     - 1960     GOOD             NGS
 RU0149
 RU0149                          STATION DESCRIPTION
 RU0149
 RU0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0149'9.9 MI SW FROM FORSYTH.
 RU0149'ABOUT 5.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0149'STATION AT FORSYTH TO THE JUNCTION AT NICHOLS, THENCE 4.0 MILES SOUTH
 RU0149'ALONG A SPUR LINE OF THE NORTHERN PACIFIC RAILROAD, IN SECTION 11, R
 RU0149'39 E, T 5 N, 81 FEET WEST OF THE WEST RAIL, 161 FEET SOUTHWEST OF
 RU0149'MILEPOST 4, 4 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE,
 RU0149'ABOUT 12 FEET BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST
 RU0149'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0153 ***********************************************************************
 QU0153  DESIGNATION -  F 218
 QU0153  PID         -  QU0153
 QU0153  STATE/COUNTY-  MT/POWDER RIVER
 QU0153  USGS QUAD   -  BELLE CREEK SW (1970)
 QU0153
 QU0153                         *CURRENT SURVEY CONTROL
 QU0153  ___________________________________________________________________
 QU0153* NAD 83(1986)-  45 02 47.     (N)    105 07 58.     (W)     SCALED    
 QU0153* NAVD 88     -      1134.820  (meters)    3723.16   (feet)  ADJUSTED  
 QU0153  ___________________________________________________________________
 QU0153  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 QU0153  DYNAMIC HT  -        1134.499 (meters)    3722.10  (feet)  COMP
 QU0153  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 QU0153
 QU0153  VERT ORDER  -  SECOND    CLASS 0
 QU0153
 QU0153.The horizontal coordinates were scaled from a topographic map and have
 QU0153.an estimated accuracy of +/- 6 seconds.
 QU0153
 QU0153.The orthometric height was determined by differential leveling
 QU0153.and adjusted by the National Geodetic Survey in June 1991..
 QU0153
 QU0153.The geoid height was determined by GEOID03.
 QU0153
 QU0153.The dynamic height is computed by dividing the NAVD 88
 QU0153.geopotential number by the normal gravity value computed on the
 QU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0153.degrees latitude (g = 980.6199 gals.).
 QU0153
 QU0153.The modeled gravity was interpolated from observed gravity values.
 QU0153
 QU0153;                    North         East    Units  Estimated Accuracy
 QU0153;SPC MT       -    98,110.      943,880.      MT  (+/- 180 meters Scaled)
 QU0153
 QU0153                          SUPERSEDED SURVEY CONTROL
 QU0153
 QU0153  NGVD 29 (??/??/92) 1134.168  (m)         3721.02   (f) ADJ UNCH    2 0
 QU0153
 QU0153.Superseded values are not recommended for survey control.
 QU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0153.See file dsdata.txt to determine how the superseded data were derived.
 QU0153
 QU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK895881(NAD 83)
 QU0153_MARKER: DB = BENCH MARK DISK
 QU0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0153_STAMPING: F 218 1934
 QU0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0153+STABILITY: SURFACE MOTION
 QU0153
 QU0153  HISTORY     - Date     Condition        Report By
 QU0153  HISTORY     - 1934     MONUMENTED       CGS
 QU0153  HISTORY     - 1971     GOOD             USGS
 QU0153
 QU0153                          STATION DESCRIPTION
 QU0153
 QU0153'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 QU0153'0.4 MI E FROM BROADUS.
 QU0153'6.2 MILES WEST OF RIDGE ALONG THE ROAD LEADING TO BIDDLE, 1.5
 QU0153'MILES WEST OF A TURN TO THE NORTH LEADING OVER A HILL AT THE
 QU0153'JUNCTION OF A PORTION OF THE OLD GRADE CONTINUEING STRAIGHT
 QU0153'EAST, 29.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20 FEET WEST
 QU0153'OF THE WESTEND OF A GATE, AND 3.5 FEET SOUTH OF A FENCE.  A
 QU0153'STANDARD DISK, STAMPED F 218 1934 AND SET IN THE TOP OF A CONCRETE
 QU0153'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0127 ***********************************************************************
 QV0127  DESIGNATION -  F 219
 QV0127  PID         -  QV0127
 QV0127  STATE/COUNTY-  MT/ROSEBUD
 QV0127  USGS QUAD   -  JIMTOWN (1978)
 QV0127
 QV0127                         *CURRENT SURVEY CONTROL
 QV0127  ___________________________________________________________________
 QV0127* NAD 83(1986)-  45 44 17.     (N)    106 38 45.     (W)     SCALED    
 QV0127* NAVD 88     -       947.678  (meters)    3109.17   (feet)  ADJUSTED  
 QV0127  ___________________________________________________________________
 QV0127  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 QV0127  DYNAMIC HT  -         947.487 (meters)    3108.55  (feet)  COMP
 QV0127  MODELED GRAV-     980,381.8   (mgal)                       NAVD 88
 QV0127
 QV0127  VERT ORDER  -  SECOND    CLASS 0
 QV0127
 QV0127.The horizontal coordinates were scaled from a topographic map and have
 QV0127.an estimated accuracy of +/- 6 seconds.
 QV0127
 QV0127.The orthometric height was determined by differential leveling
 QV0127.and adjusted by the National Geodetic Survey in June 1991..
 QV0127
 QV0127.The geoid height was determined by GEOID03.
 QV0127
 QV0127.The dynamic height is computed by dividing the NAVD 88
 QV0127.geopotential number by the normal gravity value computed on the
 QV0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0127.degrees latitude (g = 980.6199 gals.).
 QV0127
 QV0127.The modeled gravity was interpolated from observed gravity values.
 QV0127
 QV0127;                    North         East    Units  Estimated Accuracy
 QV0127;SPC MT       -   169,420.      822,000.      MT  (+/- 180 meters Scaled)
 QV0127
 QV0127                          SUPERSEDED SURVEY CONTROL
 QV0127
 QV0127  NGVD 29 (??/??/92)  946.977  (m)         3106.87   (f) ADJ UNCH    2 0
 QV0127
 QV0127.Superseded values are not recommended for survey control.
 QV0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0127.See file dsdata.txt to determine how the superseded data were derived.
 QV0127
 QV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL719662(NAD 83)
 QV0127_MARKER: DB = BENCH MARK DISK
 QV0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0127_STAMPING: F 219 1934
 QV0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0127+STABILITY: SURFACE MOTION
 QV0127
 QV0127  HISTORY     - Date     Condition        Report By
 QV0127  HISTORY     - 1934     MONUMENTED       CGS
 QV0127  HISTORY     - 1957     MARK NOT FOUND   USGS
 QV0127
 QV0127                          STATION DESCRIPTION
 QV0127
 QV0127'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0127'9.1 MI N FROM LAME DEER.
 QV0127'9.1 MILES NORTH ALONG STATE HIGHWAY 45 FROM LAME DEER, ROSEBUD COUNTY,
 QV0127'1.1 MILES SOUTH OF A SCHOOLHOUSE, 0.3 MILE WEST OF A SANDSTONE BLUFF,
 QV0127'150 YARDS NORTH OF A ROAD LEADING TO THE F. D. HUNTINGTON RANCH, AND
 QV0127'50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK,
 QV0127'STAMPED F 219 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0004 ***********************************************************************
 TK0004  DESIGNATION -  F 22
 TK0004  PID         -  TK0004
 TK0004  STATE/COUNTY-  MT/PHILLIPS
 TK0004  USGS QUAD   -  WAGNER (1965)
 TK0004
 TK0004                         *CURRENT SURVEY CONTROL
 TK0004  ___________________________________________________________________
 TK0004* NAD 83(1986)-  48 21 59.     (N)    108 03 45.     (W)     SCALED    
 TK0004* NAVD 88     -       691.791  (meters)    2269.65   (feet)  ADJUSTED  
 TK0004  ___________________________________________________________________
 TK0004  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 TK0004  DYNAMIC HT  -         691.864 (meters)    2269.89  (feet)  COMP
 TK0004  MODELED GRAV-     980,694.0   (mgal)                       NAVD 88
 TK0004
 TK0004  VERT ORDER  -  FIRST     CLASS II
 TK0004
 TK0004.The horizontal coordinates were scaled from a topographic map and have
 TK0004.an estimated accuracy of +/- 6 seconds.
 TK0004
 TK0004.The orthometric height was determined by differential leveling
 TK0004.and adjusted by the National Geodetic Survey in June 1991..
 TK0004
 TK0004.The geoid height was determined by GEOID03.
 TK0004
 TK0004.The dynamic height is computed by dividing the NAVD 88
 TK0004.geopotential number by the normal gravity value computed on the
 TK0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0004.degrees latitude (g = 980.6199 gals.).
 TK0004
 TK0004.The modeled gravity was interpolated from observed gravity values.
 TK0004
 TK0004;                    North         East    Units  Estimated Accuracy
 TK0004;SPC MT       -   458,400.      706,470.      MT  (+/- 180 meters Scaled)
 TK0004
 TK0004                          SUPERSEDED SURVEY CONTROL
 TK0004
 TK0004  NGVD 29 (??/??/92)  691.036  (m)         2267.17   (f) ADJ UNCH    1 2
 TK0004
 TK0004.Superseded values are not recommended for survey control.
 TK0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0004.See file dsdata.txt to determine how the superseded data were derived.
 TK0004
 TK0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU175611(NAD 83)
 TK0004_MARKER: DD = SURVEY DISK
 TK0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0004_SP_SET: WASTEWAY
 TK0004_STAMPING: 2267.174
 TK0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0004
 TK0004  HISTORY     - Date     Condition        Report By
 TK0004  HISTORY     - UNK      MONUMENTED       BOR
 TK0004  HISTORY     - 1939     GOOD             DOD
 TK0004  HISTORY     - 1979     GOOD             NGS
 TK0004  HISTORY     - 1981     GOOD
 TK0004
 TK0004                          STATION DESCRIPTION
 TK0004
 TK0004'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0004'4.0 MI W FROM EXETER.
 TK0004'4.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION SIGN
 TK0004'AT EXETER, PHILLIPS COUNTY, 4.2 MILES WEST BY COUNTY ROAD, 0.8 MILE
 TK0004'EAST OF THE STATION AT WAGNER, NEAR MILEPOST 352, 150 FEET SOUTH OF
 TK0004'THE TRACK, ON THE RIGHT BANK OF THE DODSON NORTH CANAL, AND IN THE TOP
 TK0004'OF THE EAST END OF A CONCRETE WASTEWAY (HEADGATE).  A UNITED STATES
 TK0004'BUREAU OF RECLAMATION STANDARD DISK, STAMPED 2267.174.
 TK0004
 TK0004                          STATION RECOVERY (1979)
 TK0004
 TK0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0004'0.8 MILE EAST ALONG THE DIRT ROAD PARALLELING THE GREAT NORTHERN
 TK0004'RAILROAD TRACK FROM THE MAIN ROAD CROSSING IN WAGNER, SET IN THE TOP
 TK0004'OF THE SOUTH END OF A CONCRETE CANAL CHECK OF THE DODSON NORTH CANAL,
 TK0004'150 FEET SOUTH OF THE SOUTH RAIL, AND 170 FEET SOUTH-SOUTHWEST OF
 TK0004'MILE POST 352.  NOTE--STAMPING IS DIFFERENT IN 1939 RECOVERY NOTE.
 TK0004
 TK0004                          STATION RECOVERY (1981)
 TK0004
 TK0004'RECOVERED 1981
 TK0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0094 ***********************************************************************
 QV0094  DESIGNATION -  F 220
 QV0094  PID         -  QV0094
 QV0094  STATE/COUNTY-  MT/BIG HORN
 QV0094  USGS QUAD   -  BUSBY (1978)
 QV0094
 QV0094                         *CURRENT SURVEY CONTROL
 QV0094  ___________________________________________________________________
 QV0094* NAD 83(1986)-  45 34 26.     (N)    106 53 09.     (W)     SCALED    
 QV0094* NAVD 88     -      1031.719  (meters)    3384.90   (feet)  ADJUSTED  
 QV0094  ___________________________________________________________________
 QV0094  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 QV0094  DYNAMIC HT  -        1031.479 (meters)    3384.11  (feet)  COMP
 QV0094  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 QV0094
 QV0094  VERT ORDER  -  SECOND    CLASS 0
 QV0094
 QV0094.The horizontal coordinates were scaled from a topographic map and have
 QV0094.an estimated accuracy of +/- 6 seconds.
 QV0094
 QV0094.The orthometric height was determined by differential leveling
 QV0094.and adjusted by the National Geodetic Survey in June 1991..
 QV0094
 QV0094.The geoid height was determined by GEOID03.
 QV0094
 QV0094.The dynamic height is computed by dividing the NAVD 88
 QV0094.geopotential number by the normal gravity value computed on the
 QV0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0094.degrees latitude (g = 980.6199 gals.).
 QV0094
 QV0094.The modeled gravity was interpolated from observed gravity values.
 QV0094
 QV0094;                    North         East    Units  Estimated Accuracy
 QV0094;SPC MT       -   150,540.      803,950.      MT  (+/- 180 meters Scaled)
 QV0094
 QV0094                          SUPERSEDED SURVEY CONTROL
 QV0094
 QV0094  NGVD 29 (??/??/92) 1030.996  (m)         3382.53   (f) ADJ UNCH    2 0
 QV0094
 QV0094.Superseded values are not recommended for survey control.
 QV0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0094.See file dsdata.txt to determine how the superseded data were derived.
 QV0094
 QV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL528484(NAD 83)
 QV0094_MARKER: DB = BENCH MARK DISK
 QV0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0094_STAMPING: F 220 1934
 QV0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0094+STABILITY: SURFACE MOTION
 QV0094
 QV0094  HISTORY     - Date     Condition        Report By
 QV0094  HISTORY     - 1934     MONUMENTED       CGS
 QV0094  HISTORY     - 1957     GOOD             USGS
 QV0094
 QV0094                          STATION DESCRIPTION
 QV0094
 QV0094'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0094'4.5 MI NE FROM BUSBY.
 QV0094'4.5 MILES NORTHEAST ALONG THE NEWLY ALIGNED STATE HIGHWAY 8 FROM THE
 QV0094'POST OFFICE AT BUSBY, BIG HORN COUNTY, 0.4 MILE NORTHEAST OF A CURVE,
 QV0094'700 FEET NORTHEAST OF A DIM ROAD LEADING EAST, 310 FEET SOUTHWEST OF A
 QV0094'DIM ROAD LEADING SOUTHEAST, 100 FEET SOUTHEAST OF THE CENTERLINE OF
 QV0094'THE HIGHWAY, AND 50 FEET NORTHWEST OF AN OLD ROAD.  A STANDARD DISK,
 QV0094'STAMPED F 220 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0079 ***********************************************************************
 QV0079  DESIGNATION -  F 222
 QV0079  PID         -  QV0079
 QV0079  STATE/COUNTY-  MT/ROSEBUD
 QV0079  USGS QUAD   -  SPRING GULCH (1967)
 QV0079
 QV0079                         *CURRENT SURVEY CONTROL
 QV0079  ___________________________________________________________________
 QV0079* NAD 83(1986)-  45 12 42.     (N)    106 43 59.     (W)     SCALED    
 QV0079* NAVD 88     -      1040.850  (meters)    3414.86   (feet)  ADJUSTED  
 QV0079  ___________________________________________________________________
 QV0079  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 QV0079  DYNAMIC HT  -        1040.550 (meters)    3413.87  (feet)  COMP
 QV0079  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 QV0079
 QV0079  VERT ORDER  -  SECOND    CLASS 0
 QV0079
 QV0079.The horizontal coordinates were scaled from a topographic map and have
 QV0079.an estimated accuracy of +/- 6 seconds.
 QV0079
 QV0079.The orthometric height was determined by differential leveling
 QV0079.and adjusted by the National Geodetic Survey in June 1991..
 QV0079
 QV0079.The geoid height was determined by GEOID03.
 QV0079
 QV0079.The dynamic height is computed by dividing the NAVD 88
 QV0079.geopotential number by the normal gravity value computed on the
 QV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0079.degrees latitude (g = 980.6199 gals.).
 QV0079
 QV0079.The modeled gravity was interpolated from observed gravity values.
 QV0079
 QV0079;                    North         East    Units  Estimated Accuracy
 QV0079;SPC MT       -   110,730.      817,290.      MT  (+/- 180 meters Scaled)
 QV0079
 QV0079                          SUPERSEDED SURVEY CONTROL
 QV0079
 QV0079  NGVD 29 (??/??/92) 1040.158  (m)         3412.59   (f) ADJ UNCH    2 0
 QV0079
 QV0079.Superseded values are not recommended for survey control.
 QV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0079.See file dsdata.txt to determine how the superseded data were derived.
 QV0079
 QV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL639079(NAD 83)
 QV0079_MARKER: DB = BENCH MARK DISK
 QV0079_SETTING: 80 = SET IN A BOULDER
 QV0079_STAMPING: F 222 1934
 QV0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0079+STABILITY: SURFACE MOTION
 QV0079
 QV0079  HISTORY     - Date     Condition        Report By
 QV0079  HISTORY     - 1934     MONUMENTED       CGS
 QV0079
 QV0079                          STATION DESCRIPTION
 QV0079
 QV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0079'15.8 MI SW FROM BIRNEY.
 QV0079'15.8 MILES SOUTHWEST ALONG THE ROAD LEADING TO DECKER FROM THE POST
 QV0079'OFFICE AT BIRNEY, ROSEBUD COUNTY, 0.2 MILE EAST OF AN OLD CORRAL, 64
 QV0079'FEET SOUTH OF THE BASE OF A ROCKY SANDSTONE HILL, 69 FEET NORTH OF THE
 QV0079'CENTERLINE OF THE ROAD, IN THE TOP OF A LARGE GRANITE BOULDER, AND 3
 QV0079'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED F 222 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0313 ***********************************************************************
 RT0313  DESIGNATION -  F 224
 RT0313  PID         -  RT0313
 RT0313  STATE/COUNTY-  MT/CUSTER
 RT0313  USGS QUAD   -  GARLAND SCHOOL (1969)
 RT0313
 RT0313                         *CURRENT SURVEY CONTROL
 RT0313  ___________________________________________________________________
 RT0313* NAD 83(1992)-  46 03 30.92075(N)    105 54 10.27362(W)     ADJUSTED  
 RT0313* NAVD 88     -       813.543  (meters)    2669.10   (feet)  ADJUSTED  
 RT0313  ___________________________________________________________________
 RT0313  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 RT0313  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RT0313  DYNAMIC HT  -         813.432 (meters)    2668.73  (feet)  COMP
 RT0313  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 RT0313
 RT0313  HORZ ORDER  -  SECOND
 RT0313  VERT ORDER  -  SECOND    CLASS 0
 RT0313
 RT0313.The horizontal coordinates were established by classical geodetic methods
 RT0313.and adjusted by the National Geodetic Survey in July 1992..
 RT0313
 RT0313.The orthometric height was determined by differential leveling
 RT0313.and adjusted by the National Geodetic Survey in June 1991..
 RT0313
 RT0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0313
 RT0313.The geoid height was determined by GEOID03.
 RT0313
 RT0313.The dynamic height is computed by dividing the NAVD 88
 RT0313.geopotential number by the normal gravity value computed on the
 RT0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0313.degrees latitude (g = 980.6199 gals.).
 RT0313
 RT0313.The modeled gravity was interpolated from observed gravity values.
 RT0313
 RT0313;                    North         East     Units Scale Factor Converg.
 RT0313;SPC MT       -   207,374.905   878,123.932   MT  0.99952995   +2 37 52.8
 RT0313;SPC MT       -   680,363.86  2,880,984.03   iFT  0.99952995   +2 37 52.8
 RT0313;UTM  13      - 5,100,953.386   430,163.870   MT  0.99965995   -0 39 00.5
 RT0313
 RT0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0313!SPC MT       -   0.99987498  x   0.99952995  =   0.99940499
 RT0313!UTM  13      -   0.99987498  x   0.99965995  =   0.99953497
 RT0313
 RT0313                          SUPERSEDED SURVEY CONTROL
 RT0313
 RT0313  NAD 83(1986)-  46 03 30.89999(N)    105 54 10.24622(W) AD(       ) 2
 RT0313  NAD 27      -  46 03 30.89400(N)    105 54 08.24800(W) AD(       ) 2
 RT0313  NGVD 29 (??/??/92)  812.882  (m)         2666.93   (f) ADJ UNCH    2 0
 RT0313
 RT0313.Superseded values are not recommended for survey control.
 RT0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0313.See file dsdata.txt to determine how the superseded data were derived.
 RT0313
 RT0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM3016400953(NAD 83)
 RT0313_MARKER: DB = BENCH MARK DISK
 RT0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0313_STAMPING: F 224 1934
 RT0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0313+STABILITY: SURFACE MOTION
 RT0313
 RT0313  HISTORY     - Date     Condition        Report By
 RT0313  HISTORY     - 1949     MONUMENTED       CGS
 RT0313  HISTORY     - 1969     GOOD             USGS
 RT0313
 RT0313                          STATION DESCRIPTION
 RT0313
 RT0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RT0313'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10, 12,
 RT0313'AND 212 IN THE EASTERN PART OF MILES CITY, GO SOUTHEAST ON
 RT0313'HIGHWAY 212 FOR 12.8 MILES TO THE TONGUE RIVER ROAD ON THE
 RT0313'RIGHT, TURN RIGHT, SOUTHWEST, AND FOLLOW THE TONGUE RIVER ROAD
 RT0313'FOR 11.1 MILES TO A BRIDGE OVER ASH CREEK, CONTINUE SOUTHWESTERLY
 RT0313'FOR 0.25 MILE TO A BRIDGE OVER A SMALL CREEK,
 RT0313'CONTINUE SOUTHWESTERLY FOR 0.45 MILES TO STATION GARLAND ON THE
 RT0313'LEFT ON TOP OF A KNOLL.
 RT0313'
 RT0313'BENCH MARK F 224 WAS LOCATED BY A SECOND ORDER TRAVERSE.
 RT0313'THE MARK IS 42 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 RT0313'TONGUE RIVER ROAD AND 40 FEET NORTH OF A FENCE.  THE MARK IS
 RT0313'A STANDARD BENCH MARK DISK SET IN A CONCRETE POST, PROJECTING
 RT0313'3 INCHES, AND STAMPED F 224 1934.
 RT0313
 RT0313                          STATION RECOVERY (1969)
 RT0313
 RT0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0313'3.65 MI NE FROM GARLAND SCHOOL.
 RT0313'MILES CITY, 13.5 MI SOUTH OF POST OFFICE ALONG U.S. HIGHWAY 312 TO
 RT0313'T-RD. SW.  THENCE 16.9 MI SW ALONG TONGUE RIVER RD.  3.65 MI NW OF
 RT0313'GARLAND SCHOOL.  1037 FT NE OF A RANCH ROAD CROSSING, 105 FT SE OF
 RT0313'CENTER LINE RD, 766 FT SW OF TRIANGULATION STATION GARLAND.  ABOUT 7
 RT0313'FT LOWER THAN ROAD.  IN A CONCRETE POST PROJECTING 5 INCHES ABOVE
 RT0313'GROUND.  A STANDARD TABLET STAMPED F 224 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0217 ***********************************************************************
 QU0217  DESIGNATION -  F 225
 QU0217  PID         -  QU0217
 QU0217  STATE/COUNTY-  MT/POWDER RIVER
 QU0217  USGS QUAD   -  ELK RIDGE (1995)
 QU0217
 QU0217                         *CURRENT SURVEY CONTROL
 QU0217  ___________________________________________________________________
 QU0217* NAD 83(1986)-  45 43 52.     (N)    105 49 48.     (W)     SCALED    
 QU0217* NAVD 88     -      1000.405  (meters)    3282.16   (feet)  ADJUSTED  
 QU0217  ___________________________________________________________________
 QU0217  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 QU0217  DYNAMIC HT  -        1000.205 (meters)    3281.51  (feet)  COMP
 QU0217  MODELED GRAV-     980,381.5   (mgal)                       NAVD 88
 QU0217
 QU0217  VERT ORDER  -  SECOND    CLASS 0
 QU0217
 QU0217.The horizontal coordinates were scaled from a topographic map and have
 QU0217.an estimated accuracy of +/- 6 seconds.
 QU0217
 QU0217.The orthometric height was determined by differential leveling
 QU0217.and adjusted by the National Geodetic Survey in June 1991..
 QU0217
 QU0217.The geoid height was determined by GEOID03.
 QU0217
 QU0217.The dynamic height is computed by dividing the NAVD 88
 QU0217.geopotential number by the normal gravity value computed on the
 QU0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0217.degrees latitude (g = 980.6199 gals.).
 QU0217
 QU0217.The modeled gravity was interpolated from observed gravity values.
 QU0217
 QU0217;                    North         East    Units  Estimated Accuracy
 QU0217;SPC MT       -   171,290.      885,460.      MT  (+/- 180 meters Scaled)
 QU0217
 QU0217                          SUPERSEDED SURVEY CONTROL
 QU0217
 QU0217  NGVD 29 (??/??/92)  999.731  (m)         3279.95   (f) ADJ UNCH    2 0
 QU0217
 QU0217.Superseded values are not recommended for survey control.
 QU0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0217.See file dsdata.txt to determine how the superseded data were derived.
 QU0217
 QU0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL354645(NAD 83)
 QU0217_MARKER: DB = BENCH MARK DISK
 QU0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0217_STAMPING: F 225 1934
 QU0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0217+STABILITY: SURFACE MOTION
 QU0217
 QU0217  HISTORY     - Date     Condition        Report By
 QU0217  HISTORY     - 1934     MONUMENTED       CGS
 QU0217  HISTORY     - 1953     GOOD             LOCSUR
 QU0217
 QU0217                          STATION DESCRIPTION
 QU0217
 QU0217'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QU0217'4.8 MI NE FROM STACEY.
 QU0217'4.8 MILES NORTHEAST ALONG THE ASHLAND-OLIVE COUNTY ROAD FROM THE
 QU0217'POST OFFICE AT STACEY, POWDER RIVER COUNTY, 43.6 FEET SOUTH OF
 QU0217'THE CENTERLINE OF THE ROAD, 34.4 FEET EAST OF A POLE, AND ABOUT
 QU0217'1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED F 225
 QU0217'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0178 ***********************************************************************
 QU0178  DESIGNATION -  F 226
 QU0178  PID         -  QU0178
 QU0178  STATE/COUNTY-  MT/POWDER RIVER
 QU0178  USGS QUAD   -  BLOOM CREEK (1995)
 QU0178
 QU0178                         *CURRENT SURVEY CONTROL
 QU0178  ___________________________________________________________________
 QU0178* NAD 83(1986)-  45 10 23.     (N)    105 46 38.     (W)     SCALED    
 QU0178* NAVD 88     -       999.126  (meters)    3277.97   (feet)  ADJUSTED  
 QU0178  ___________________________________________________________________
 QU0178  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 QU0178  DYNAMIC HT  -         998.862 (meters)    3277.10  (feet)  COMP
 QU0178  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 QU0178
 QU0178  VERT ORDER  -  SECOND    CLASS 0
 QU0178
 QU0178.The horizontal coordinates were scaled from a topographic map and have
 QU0178.an estimated accuracy of +/- 6 seconds.
 QU0178
 QU0178.The orthometric height was determined by differential leveling
 QU0178.and adjusted by the National Geodetic Survey in June 1991..
 QU0178
 QU0178.The geoid height was determined by GEOID03.
 QU0178
 QU0178.The dynamic height is computed by dividing the NAVD 88
 QU0178.geopotential number by the normal gravity value computed on the
 QU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0178.degrees latitude (g = 980.6199 gals.).
 QU0178
 QU0178.The modeled gravity was interpolated from observed gravity values.
 QU0178
 QU0178;                    North         East    Units  Estimated Accuracy
 QU0178;SPC MT       -   109,550.      892,510.      MT  (+/- 180 meters Scaled)
 QU0178
 QU0178                          SUPERSEDED SURVEY CONTROL
 QU0178
 QU0178  NGVD 29 (??/??/92)  998.495  (m)         3275.90   (f) ADJ UNCH    2 0
 QU0178
 QU0178.Superseded values are not recommended for survey control.
 QU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0178.See file dsdata.txt to determine how the superseded data were derived.
 QU0178
 QU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL389024(NAD 83)
 QU0178_MARKER: DB = BENCH MARK DISK
 QU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0178_STAMPING: F 226 1934
 QU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0178+STABILITY: SURFACE MOTION
 QU0178
 QU0178  HISTORY     - Date     Condition        Report By
 QU0178  HISTORY     - 1934     MONUMENTED       CGS
 QU0178  HISTORY     - 1953     GOOD             NGS
 QU0178
 QU0178                          STATION DESCRIPTION
 QU0178
 QU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0178'9.9 MI NE FROM MOORHEAD.
 QU0178'9.9 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO BROADUS
 QU0178'FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY, 0.4 MILE
 QU0178'NORTH OF CROSS TRIANGLE BAR RANCH, 0.5 MILE WEST OF POWDER RIVER,
 QU0178'25.1 FEET EAST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE
 QU0178'ROAD.  A STANDARD DISK, STAMPED F 226 1934 AND SET IN THE TOP
 QU0178'OF A CONCRETE POST.
 QU0178
 QU0178                          STATION RECOVERY (1953)
 QU0178
 QU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QU0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0167 ***********************************************************************
 ST0167  DESIGNATION -  F 227
 ST0167  PID         -  ST0167
 ST0167  STATE/COUNTY-  MT/TETON
 ST0167  USGS QUAD   -  TETON BUTTES (1987)
 ST0167
 ST0167                         *CURRENT SURVEY CONTROL
 ST0167  ___________________________________________________________________
 ST0167* NAD 83(1986)-  47 52 15.     (N)    112 17 46.     (W)     SCALED    
 ST0167* NAVD 88     -      1249.169  (meters)    4098.32   (feet)  ADJUSTED  
 ST0167  ___________________________________________________________________
 ST0167  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 ST0167  DYNAMIC HT  -        1249.085 (meters)    4098.04  (feet)  COMP
 ST0167  MODELED GRAV-     980,500.6   (mgal)                       NAVD 88
 ST0167
 ST0167  VERT ORDER  -  SECOND    CLASS 0
 ST0167
 ST0167.The horizontal coordinates were scaled from a topographic map and have
 ST0167.an estimated accuracy of +/- 6 seconds.
 ST0167
 ST0167.The orthometric height was determined by differential leveling
 ST0167.and adjusted by the National Geodetic Survey in June 1991..
 ST0167
 ST0167.The geoid height was determined by GEOID03.
 ST0167
 ST0167.The dynamic height is computed by dividing the NAVD 88
 ST0167.geopotential number by the normal gravity value computed on the
 ST0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0167.degrees latitude (g = 980.6199 gals.).
 ST0167
 ST0167.The modeled gravity was interpolated from observed gravity values.
 ST0167
 ST0167;                    North         East    Units  Estimated Accuracy
 ST0167;SPC MT       -   406,070.      390,970.      MT  (+/- 180 meters Scaled)
 ST0167
 ST0167                          SUPERSEDED SURVEY CONTROL
 ST0167
 ST0167  NGVD 29 (??/??/92) 1248.194  (m)         4095.12   (f) ADJ UNCH    2 0
 ST0167
 ST0167.Superseded values are not recommended for survey control.
 ST0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0167.See file dsdata.txt to determine how the superseded data were derived.
 ST0167
 ST0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU030027(NAD 83)
 ST0167_MARKER: DB = BENCH MARK DISK
 ST0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0167_SP_SET: ABUTMENT
 ST0167_STAMPING: F 227 1961
 ST0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0167
 ST0167  HISTORY     - Date     Condition        Report By
 ST0167  HISTORY     - 1961     MONUMENTED       CGS
 ST0167
 ST0167                          STATION DESCRIPTION
 ST0167
 ST0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0167'7.2 MI NW FROM CHOTEAU.
 ST0167'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0167'CHOTEAU, THENCE 1.85 MILES NORTHWEST ALONG A GRAVEL ROAD, AT A WOODEN
 ST0167'BRIDGE OVER AN IRRIGATION CANAL, IN THE TOP OF THE SOUTHEAST END OF
 ST0167'THE SOUTHWEST CONCRETE ABUTMENT, 11 1/2 FEET EAST OF THE CENTER LINE
 ST0167'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0181 ***********************************************************************
 ST0181  DESIGNATION -  F 228
 ST0181  PID         -  ST0181
 ST0181  STATE/COUNTY-  MT/TETON
 ST0181  USGS QUAD   -  WATSON FLATS (1987)
 ST0181
 ST0181                         *CURRENT SURVEY CONTROL
 ST0181  ___________________________________________________________________
 ST0181* NAD 83(1986)-  47 49 50.     (N)    112 28 16.     (W)     SCALED    
 ST0181* NAVD 88     -      1414.314  (meters)    4640.13   (feet)  ADJUSTED  
 ST0181  ___________________________________________________________________
 ST0181  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 ST0181  DYNAMIC HT  -        1414.167 (meters)    4639.65  (feet)  COMP
 ST0181  MODELED GRAV-     980,458.0   (mgal)                       NAVD 88
 ST0181
 ST0181  VERT ORDER  -  SECOND    CLASS 0
 ST0181
 ST0181.The horizontal coordinates were scaled from a topographic map and have
 ST0181.an estimated accuracy of +/- 6 seconds.
 ST0181
 ST0181.The orthometric height was determined by differential leveling
 ST0181.and adjusted by the National Geodetic Survey in June 1991..
 ST0181
 ST0181.The geoid height was determined by GEOID03.
 ST0181
 ST0181.The dynamic height is computed by dividing the NAVD 88
 ST0181.geopotential number by the normal gravity value computed on the
 ST0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0181.degrees latitude (g = 980.6199 gals.).
 ST0181
 ST0181.The modeled gravity was interpolated from observed gravity values.
 ST0181
 ST0181;                    North         East    Units  Estimated Accuracy
 ST0181;SPC MT       -   402,080.      377,720.      MT  (+/- 180 meters Scaled)
 ST0181
 ST0181                          SUPERSEDED SURVEY CONTROL
 ST0181
 ST0181  NGVD 29 (??/??/92) 1413.293  (m)         4636.78   (f) ADJ UNCH    2 0
 ST0181
 ST0181.Superseded values are not recommended for survey control.
 ST0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0181.See file dsdata.txt to determine how the superseded data were derived.
 ST0181
 ST0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT899985(NAD 83)
 ST0181_MARKER: DB = BENCH MARK DISK
 ST0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0181_STAMPING: F 228 1961
 ST0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0181+STABILITY: SURFACE MOTION
 ST0181
 ST0181  HISTORY     - Date     Condition        Report By
 ST0181  HISTORY     - 1961     MONUMENTED       CGS
 ST0181
 ST0181                          STATION DESCRIPTION
 ST0181
 ST0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0181'19.6 MI W FROM CHOTEAU.
 ST0181'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0181'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.3 MILES
 ST0181'SOUTH ALONG A GRAVEL ROAD, ON THE TOP OF A HILL, 55 FEET WEST OF THE
 ST0181'CENTER LINE OF THE ROAD, 2.9 FEET SOUTH OF A WITNESS POST, ABOUT 2
 ST0181'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0181'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0049 ***********************************************************************
 ST0049  DESIGNATION -  F 229
 ST0049  PID         -  ST0049
 ST0049  STATE/COUNTY-  MT/TETON
 ST0049  USGS QUAD   -  CHOTEAU (1987)
 ST0049
 ST0049                         *CURRENT SURVEY CONTROL
 ST0049  ___________________________________________________________________
 ST0049* NAD 83(1986)-  47 47 05.     (N)    112 11 45.     (W)     SCALED    
 ST0049* NAVD 88     -      1156.009  (meters)    3792.67   (feet)  ADJUSTED  
 ST0049  ___________________________________________________________________
 ST0049  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 ST0049  DYNAMIC HT  -        1155.930 (meters)    3792.41  (feet)  COMP
 ST0049  MODELED GRAV-     980,503.3   (mgal)                       NAVD 88
 ST0049
 ST0049  VERT ORDER  -  SECOND    CLASS 0
 ST0049
 ST0049.The horizontal coordinates were scaled from a topographic map and have
 ST0049.an estimated accuracy of +/- 6 seconds.
 ST0049
 ST0049.The orthometric height was determined by differential leveling
 ST0049.and adjusted by the National Geodetic Survey in June 1991..
 ST0049
 ST0049.The geoid height was determined by GEOID03.
 ST0049
 ST0049.The dynamic height is computed by dividing the NAVD 88
 ST0049.geopotential number by the normal gravity value computed on the
 ST0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0049.degrees latitude (g = 980.6199 gals.).
 ST0049
 ST0049.The modeled gravity was interpolated from observed gravity values.
 ST0049
 ST0049;                    North         East    Units  Estimated Accuracy
 ST0049;SPC MT       -   396,250.      398,130.      MT  (+/- 180 meters Scaled)
 ST0049
 ST0049                          SUPERSEDED SURVEY CONTROL
 ST0049
 ST0049  NGVD 29 (??/??/92) 1155.048  (m)         3789.52   (f) ADJ UNCH    2 0
 ST0049
 ST0049.Superseded values are not recommended for survey control.
 ST0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0049.See file dsdata.txt to determine how the superseded data were derived.
 ST0049
 ST0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT104930(NAD 83)
 ST0049_MARKER: DB = BENCH MARK DISK
 ST0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0049_STAMPING: F 229 1961
 ST0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0049+STABILITY: SURFACE MOTION
 ST0049
 ST0049  HISTORY     - Date     Condition        Report By
 ST0049  HISTORY     - 1961     MONUMENTED       CGS
 ST0049
 ST0049                          STATION DESCRIPTION
 ST0049
 ST0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0049'2.1 MI S FROM CHOTEAU.
 ST0049'2.1 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0049'CHOTEAU, 120 YARDS NORTH OF A JOG IN THE RIGHT-OF-WAY FENCE, 120 YARDS
 ST0049'NORTH OF A 24-INCH PIPE CULVERT, 77.3 FEET EAST-SOUTHEAST OF THE
 ST0049'CENTER LINE OF THE HIGHWAY, 100.6 FEET NORTH-NORTHEAST OF A POWER POLE
 ST0049'WITH A GUY WIRE, 2.7 FEET WEST-NORTHWEST OF A FENCE, 2.6 FEET
 ST0049'SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 ST0049'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ST0049'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0109 ***********************************************************************
 ST0109  DESIGNATION -  F 230
 ST0109  PID         -  ST0109
 ST0109  STATE/COUNTY-  MT/TETON
 ST0109  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0109
 ST0109                         *CURRENT SURVEY CONTROL
 ST0109  ___________________________________________________________________
 ST0109* NAD 83(1986)-  47 38 26.     (N)    112 24 30.     (W)     SCALED    
 ST0109* NAVD 88     -      1432.813  (meters)    4700.82   (feet)  ADJUSTED  
 ST0109  ___________________________________________________________________
 ST0109  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 ST0109  DYNAMIC HT  -        1432.634 (meters)    4700.23  (feet)  COMP
 ST0109  MODELED GRAV-     980,436.7   (mgal)                       NAVD 88
 ST0109
 ST0109  VERT ORDER  -  SECOND    CLASS 0
 ST0109
 ST0109.The horizontal coordinates were scaled from a topographic map and have
 ST0109.an estimated accuracy of +/- 6 seconds.
 ST0109
 ST0109.The orthometric height was determined by differential leveling
 ST0109.and adjusted by the National Geodetic Survey in June 1991..
 ST0109
 ST0109.The geoid height was determined by GEOID03.
 ST0109
 ST0109.The dynamic height is computed by dividing the NAVD 88
 ST0109.geopotential number by the normal gravity value computed on the
 ST0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0109.degrees latitude (g = 980.6199 gals.).
 ST0109
 ST0109.The modeled gravity was interpolated from observed gravity values.
 ST0109
 ST0109;                    North         East    Units  Estimated Accuracy
 ST0109;SPC MT       -   380,810.      381,630.      MT  (+/- 180 meters Scaled)
 ST0109
 ST0109                          SUPERSEDED SURVEY CONTROL
 ST0109
 ST0109  NGVD 29 (??/??/92) 1431.795  (m)         4697.48   (f) ADJ UNCH    2 0
 ST0109
 ST0109.Superseded values are not recommended for survey control.
 ST0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0109.See file dsdata.txt to determine how the superseded data were derived.
 ST0109
 ST0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT942773(NAD 83)
 ST0109_MARKER: DB = BENCH MARK DISK
 ST0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0109_STAMPING: F 230 1961
 ST0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0109+STABILITY: SURFACE MOTION
 ST0109
 ST0109  HISTORY     - Date     Condition        Report By
 ST0109  HISTORY     - 1961     MONUMENTED       CGS
 ST0109
 ST0109                          STATION DESCRIPTION
 ST0109
 ST0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0109'19.2 MI N FROM AUGUSTA.
 ST0109'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0109'AUGUSTA, THENCE 7.5 MILES WEST AND NORTH ALONG A COUNTY ROAD, 0.2 MILE
 ST0109'WEST OF THE TOREN FARM HOUSE, 36 FEET SOUTH OF THE CENTER LINE OF THE
 ST0109'ROAD, 39 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF A FARM
 ST0109'ROAD LEADING NORTH, 3 1/2 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 3.3
 ST0109'FEET SOUTH OF A WITNESS POST, 10 FEET WEST OF THE CENTER LINE OF A
 ST0109'TRACK ROAD LEADING SOUTH, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN
 ST0109'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1128 ***********************************************************************
 SS1128  DESIGNATION -  F 231
 SS1128  PID         -  SS1128
 SS1128  STATE/COUNTY-  MT/TETON
 SS1128  USGS QUAD   -  T L GAP (1987)
 SS1128
 SS1128                         *CURRENT SURVEY CONTROL
 SS1128  ___________________________________________________________________
 SS1128* NAD 83(1986)-  47 47 04.     (N)    111 55 22.     (W)     SCALED    
 SS1128* NAVD 88     -      1175.781  (meters)    3857.54   (feet)  ADJUSTED  
 SS1128  ___________________________________________________________________
 SS1128  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 SS1128  DYNAMIC HT  -        1175.720 (meters)    3857.34  (feet)  COMP
 SS1128  MODELED GRAV-     980,518.7   (mgal)                       NAVD 88
 SS1128
 SS1128  VERT ORDER  -  SECOND    CLASS 0
 SS1128
 SS1128.The horizontal coordinates were scaled from a topographic map and have
 SS1128.an estimated accuracy of +/- 6 seconds.
 SS1128
 SS1128.The orthometric height was determined by differential leveling
 SS1128.and adjusted by the National Geodetic Survey in June 1991..
 SS1128
 SS1128.The geoid height was determined by GEOID03.
 SS1128
 SS1128.The dynamic height is computed by dividing the NAVD 88
 SS1128.geopotential number by the normal gravity value computed on the
 SS1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1128.degrees latitude (g = 980.6199 gals.).
 SS1128
 SS1128.The modeled gravity was interpolated from observed gravity values.
 SS1128
 SS1128;                    North         East    Units  Estimated Accuracy
 SS1128;SPC MT       -   395,550.      418,570.      MT  (+/- 180 meters Scaled)
 SS1128
 SS1128                          SUPERSEDED SURVEY CONTROL
 SS1128
 SS1128  NGVD 29 (??/??/92) 1174.839  (m)         3854.45   (f) ADJ UNCH    2 0
 SS1128
 SS1128.Superseded values are not recommended for survey control.
 SS1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1128.See file dsdata.txt to determine how the superseded data were derived.
 SS1128
 SS1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT308927(NAD 83)
 SS1128_MARKER: DB = BENCH MARK DISK
 SS1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1128_STAMPING: F 231 1961
 SS1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1128+STABILITY: SURFACE MOTION
 SS1128
 SS1128  HISTORY     - Date     Condition        Report By
 SS1128  HISTORY     - 1961     MONUMENTED       CGS
 SS1128
 SS1128                          STATION DESCRIPTION
 SS1128
 SS1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1128'14.35 MI SW FROM DUTTON.
 SS1128'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1128'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 4.2
 SS1128'MILES SOUTH ALONG A DIRT ROAD, THENCE 7.0 MILES WEST ALONG A GRAVEL
 SS1128'ROAD, 14.65 MILES SOUTHEAST OF CHOTEAU, AT THE INTERSECTION OF A DIRT
 SS1128'ROAD, 33 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 27 1/2 FEET
 SS1128'SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF THE CENTER LINE
 SS1128'OF THE NORTH-SOUTH ROAD, 3 FEET WEST-SOUTHWEST OF A FENCE CORNER, 1.8
 SS1128'FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD,
 SS1128'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS1128'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1225 ***********************************************************************
 SS1225  DESIGNATION -  F 232
 SS1225  PID         -  SS1225
 SS1225  STATE/COUNTY-  MT/TETON
 SS1225  USGS QUAD   -  CLEIV (1983)
 SS1225
 SS1225                         *CURRENT SURVEY CONTROL
 SS1225  ___________________________________________________________________
 SS1225* NAD 83(1986)-  47 39 22.     (N)    111 59 14.     (W)     SCALED    
 SS1225* NAVD 88     -      1180.993  (meters)    3874.64   (feet)  ADJUSTED  
 SS1225  ___________________________________________________________________
 SS1225  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1225  DYNAMIC HT  -        1180.882 (meters)    3874.28  (feet)  COMP
 SS1225  MODELED GRAV-     980,477.6   (mgal)                       NAVD 88
 SS1225
 SS1225  VERT ORDER  -  SECOND    CLASS 0
 SS1225
 SS1225.The horizontal coordinates were scaled from a topographic map and have
 SS1225.an estimated accuracy of +/- 6 seconds.
 SS1225
 SS1225.The orthometric height was determined by differential leveling
 SS1225.and adjusted by the National Geodetic Survey in June 1991..
 SS1225
 SS1225.The geoid height was determined by GEOID03.
 SS1225
 SS1225.The dynamic height is computed by dividing the NAVD 88
 SS1225.geopotential number by the normal gravity value computed on the
 SS1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1225.degrees latitude (g = 980.6199 gals.).
 SS1225
 SS1225.The modeled gravity was interpolated from observed gravity values.
 SS1225
 SS1225;                    North         East    Units  Estimated Accuracy
 SS1225;SPC MT       -   381,440.      413,290.      MT  (+/- 180 meters Scaled)
 SS1225
 SS1225                          SUPERSEDED SURVEY CONTROL
 SS1225
 SS1225  NGVD 29 (??/??/92) 1180.016  (m)         3871.44   (f) ADJ UNCH    2 0
 SS1225
 SS1225.Superseded values are not recommended for survey control.
 SS1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1225.See file dsdata.txt to determine how the superseded data were derived.
 SS1225
 SS1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT258785(NAD 83)
 SS1225_MARKER: DB = BENCH MARK DISK
 SS1225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1225_SP_SET: CULVERT
 SS1225_STAMPING: F 232 1961
 SS1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1225
 SS1225  HISTORY     - Date     Condition        Report By
 SS1225  HISTORY     - 1961     MONUMENTED       CGS
 SS1225
 SS1225                          STATION DESCRIPTION
 SS1225
 SS1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1225'3.3 MI N FROM FAIRFIELD.
 SS1225'0.45 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL
 SS1225'BANK AT FAIRFIELD, THENCE 2.85 MILES NORTH ALONG BASE LINE ROAD, IN
 SS1225'THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A 36-INCH
 SS1225'CORRUGATED METAL PIPE CULVERT, 12 FEET WEST OF THE CENTER LINE OF THE
 SS1225'ROAD, 81 FEET SOUTH OF THE CENTER OF THE CROSSING OF A RAILROAD, 0.8
 SS1225'FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE
 SS1225'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0014 ***********************************************************************
 ST0014  DESIGNATION -  F 233
 ST0014  PID         -  ST0014
 ST0014  STATE/COUNTY-  MT/TETON
 ST0014  USGS QUAD   -  GILMAN (1987)
 ST0014
 ST0014                         *CURRENT SURVEY CONTROL
 ST0014  ___________________________________________________________________
 ST0014* NAD 83(1986)-  47 35 21.     (N)    112 19 39.     (W)     SCALED    
 ST0014* NAVD 88     -      1325.971  (meters)    4350.29   (feet)  ADJUSTED  
 ST0014  ___________________________________________________________________
 ST0014  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 ST0014  DYNAMIC HT  -        1325.813 (meters)    4349.77  (feet)  COMP
 ST0014  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 ST0014
 ST0014  VERT ORDER  -  SECOND    CLASS 0
 ST0014
 ST0014.The horizontal coordinates were scaled from a topographic map and have
 ST0014.an estimated accuracy of +/- 6 seconds.
 ST0014
 ST0014.The orthometric height was determined by differential leveling
 ST0014.and adjusted by the National Geodetic Survey in June 1991..
 ST0014
 ST0014.The geoid height was determined by GEOID03.
 ST0014
 ST0014.The dynamic height is computed by dividing the NAVD 88
 ST0014.geopotential number by the normal gravity value computed on the
 ST0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0014.degrees latitude (g = 980.6199 gals.).
 ST0014
 ST0014.The modeled gravity was interpolated from observed gravity values.
 ST0014
 ST0014;                    North         East    Units  Estimated Accuracy
 ST0014;SPC MT       -   374,880.      387,490.      MT  (+/- 180 meters Scaled)
 ST0014
 ST0014                          SUPERSEDED SURVEY CONTROL
 ST0014
 ST0014  NGVD 29 (??/??/92) 1324.973  (m)         4347.02   (f) ADJ UNCH    2 0
 ST0014
 ST0014.Superseded values are not recommended for survey control.
 ST0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0014.See file dsdata.txt to determine how the superseded data were derived.
 ST0014
 ST0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT001714(NAD 83)
 ST0014_MARKER: DB = BENCH MARK DISK
 ST0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0014_SP_SET: FLOOD GATE
 ST0014_STAMPING: F 233 1961
 ST0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0014
 ST0014  HISTORY     - Date     Condition        Report By
 ST0014  HISTORY     - 1961     MONUMENTED       CGS
 ST0014
 ST0014                          STATION DESCRIPTION
 ST0014
 ST0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0014'8.05 MI N FROM AUGUSTA.
 ST0014'8.05 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0014'AUGUSTA, AT THE CROSSING OF A CANAL, IN THE TOP OF THE NORTHWEST END
 ST0014'OF A HEAD WALL OF A FLOOD GATE WITH AN IRON GATE, ON THE SOUTHWEST
 ST0014'BANK OF THE CANAL, 79 FEET NORTHWEST OF THE CENTER LINE OF THE
 ST0014'HIGHWAY, 68 FEET NORTHWEST OF THE WEST CORNER OF A WOODEN BRIDGE OVER
 ST0014'CANAL, 21 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE
 ST0014'ROAD, ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY, AND ABOUT 6 1/2 FEET
 ST0014'LOWER THAN THE LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0142 ***********************************************************************
 ST0142  DESIGNATION -  F 234
 ST0142  PID         -  ST0142
 ST0142  STATE/COUNTY-  MT/TETON
 ST0142  USGS QUAD   -  GILMAN (1987)
 ST0142
 ST0142                         *CURRENT SURVEY CONTROL
 ST0142  ___________________________________________________________________
 ST0142* NAD 83(1986)-  47 34 54.     (N)    112 15 15.     (W)     SCALED    
 ST0142* NAVD 88     -      1322.983  (meters)    4340.49   (feet)  ADJUSTED  
 ST0142  ___________________________________________________________________
 ST0142  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0142  DYNAMIC HT  -        1322.819 (meters)    4339.95  (feet)  COMP
 ST0142  MODELED GRAV-     980,442.1   (mgal)                       NAVD 88
 ST0142
 ST0142  VERT ORDER  -  SECOND    CLASS 0
 ST0142
 ST0142.The horizontal coordinates were scaled from a topographic map and have
 ST0142.an estimated accuracy of +/- 6 seconds.
 ST0142
 ST0142.The orthometric height was determined by differential leveling
 ST0142.and adjusted by the National Geodetic Survey in June 1991..
 ST0142
 ST0142.The geoid height was determined by GEOID03.
 ST0142
 ST0142.The dynamic height is computed by dividing the NAVD 88
 ST0142.geopotential number by the normal gravity value computed on the
 ST0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0142.degrees latitude (g = 980.6199 gals.).
 ST0142
 ST0142.The modeled gravity was interpolated from observed gravity values.
 ST0142
 ST0142;                    North         East    Units  Estimated Accuracy
 ST0142;SPC MT       -   373,850.      392,970.      MT  (+/- 180 meters Scaled)
 ST0142
 ST0142                          SUPERSEDED SURVEY CONTROL
 ST0142
 ST0142  NGVD 29 (??/??/92) 1321.979  (m)         4337.19   (f) ADJ UNCH    2 0
 ST0142
 ST0142.Superseded values are not recommended for survey control.
 ST0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0142.See file dsdata.txt to determine how the superseded data were derived.
 ST0142
 ST0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT056705(NAD 83)
 ST0142_MARKER: DB = BENCH MARK DISK
 ST0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0142_SP_SET: SIPHON
 ST0142_STAMPING: F 234 1961
 ST0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0142
 ST0142  HISTORY     - Date     Condition        Report By
 ST0142  HISTORY     - 1961     MONUMENTED       CGS
 ST0142
 ST0142                          STATION DESCRIPTION
 ST0142
 ST0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0142'12.6 MI NE FROM AUGUSTA.
 ST0142'8.05 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0142'AUGUSTA, THENCE 1.85 MILES NORTHEAST ALONG THE SOUTHEAST LEVEE ROAD OF
 ST0142'A CANAL, THENCE 2.7 MILES EAST ALONG A COUNTY ROAD ALONG THE SOUTH
 ST0142'SIDE OF THE CANAL, 14.15 MILES WEST OF FAIRFIELD, AT THE CROSSING OF A
 ST0142'POWER LINE, IN THE TOP OF THE CENTER OF THE SOUTH WALL OF A CONCRETE
 ST0142'OUTLET TO AN IRRIGATION SIPHON, 31 1/2 FEET SOUTH OF THE CENTER LINE
 ST0142'OF THE ROAD, 104 FEET EAST OF THE CENTER LINE OF A FIELD ROAD, 18 FEET
 ST0142'NORTH OF A T FENCE JUNCTION, 55 1/2 FEET EAST OF A POWER LINE POLE,
 ST0142'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0332 ***********************************************************************
 ST0332  DESIGNATION -  F 235
 ST0332  PID         -  ST0332
 ST0332  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0332  USGS QUAD   -  KRONE RANCH (1963)
 ST0332
 ST0332                         *CURRENT SURVEY CONTROL
 ST0332  ___________________________________________________________________
 ST0332* NAD 83(1986)-  47 21 49.     (N)    112 19 23.     (W)     SCALED    
 ST0332* NAVD 88     -      1417.398  (meters)    4650.25   (feet)  ADJUSTED  
 ST0332  ___________________________________________________________________
 ST0332  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 ST0332  DYNAMIC HT  -        1417.183 (meters)    4649.54  (feet)  COMP
 ST0332  MODELED GRAV-     980,411.3   (mgal)                       NAVD 88
 ST0332
 ST0332  VERT ORDER  -  SECOND    CLASS 0
 ST0332
 ST0332.The horizontal coordinates were scaled from a topographic map and have
 ST0332.an estimated accuracy of +/- 6 seconds.
 ST0332
 ST0332.The orthometric height was determined by differential leveling
 ST0332.and adjusted by the National Geodetic Survey in June 1991..
 ST0332
 ST0332.The geoid height was determined by GEOID03.
 ST0332
 ST0332.The dynamic height is computed by dividing the NAVD 88
 ST0332.geopotential number by the normal gravity value computed on the
 ST0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0332.degrees latitude (g = 980.6199 gals.).
 ST0332
 ST0332.The modeled gravity was interpolated from observed gravity values.
 ST0332
 ST0332;                    North         East    Units  Estimated Accuracy
 ST0332;SPC MT       -   349,820.      386,920.      MT  (+/- 180 meters Scaled)
 ST0332
 ST0332                          SUPERSEDED SURVEY CONTROL
 ST0332
 ST0332  NGVD 29 (??/??/92) 1416.386  (m)         4646.93   (f) ADJ UNCH    2 0
 ST0332
 ST0332.Superseded values are not recommended for survey control.
 ST0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0332.See file dsdata.txt to determine how the superseded data were derived.
 ST0332
 ST0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT000464(NAD 83)
 ST0332_MARKER: DB = BENCH MARK DISK
 ST0332_SETTING: 66 = SET IN ROCK OUTCROP
 ST0332_SP_SET: OUTCROP
 ST0332_STAMPING: F 235 1961
 ST0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0332+STABILITY: POSITION/ELEVATION WELL
 ST0332
 ST0332  HISTORY     - Date     Condition        Report By
 ST0332  HISTORY     - 1961     MONUMENTED       CGS
 ST0332
 ST0332                          STATION DESCRIPTION
 ST0332
 ST0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0332'10.8 MI S FROM AUGUSTA.
 ST0332'9.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0332'AUGUSTA, THENCE 1.65 MILES SOUTHWEST ALONG A PRIVATE ROAD, 0.55 MILES
 ST0332'NORTH OF SOAP CREEK CATTLE COMPANY RANCH HOUSE, 53 FEET EAST OF THE
 ST0332'CENTER LINE OF THE ROAD, 85 FEET SOUTHWEST OF A LONE PINE TREE, SET
 ST0332'VERTICALLY IN THE NORTH FACE OF A LARGE OUTCROP, AND ABOUT 5 FEET
 ST0332'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0355 ***********************************************************************
 ST0355  DESIGNATION -  F 236
 ST0355  PID         -  ST0355
 ST0355  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0355  USGS QUAD   -  JOHNSON MOUNTAIN (1962)
 ST0355
 ST0355                         *CURRENT SURVEY CONTROL
 ST0355  ___________________________________________________________________
 ST0355* NAD 83(1986)-  47 12 58.     (N)    112 17 23.     (W)     SCALED    
 ST0355* NAVD 88     -      1307.294  (meters)    4289.01   (feet)  ADJUSTED  
 ST0355  ___________________________________________________________________
 ST0355  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 ST0355  DYNAMIC HT  -        1307.096 (meters)    4288.36  (feet)  COMP
 ST0355  MODELED GRAV-     980,416.1   (mgal)                       NAVD 88
 ST0355
 ST0355  VERT ORDER  -  SECOND    CLASS 0
 ST0355
 ST0355.The horizontal coordinates were scaled from a topographic map and have
 ST0355.an estimated accuracy of +/- 6 seconds.
 ST0355
 ST0355.The orthometric height was determined by differential leveling
 ST0355.and adjusted by the National Geodetic Survey in June 1991..
 ST0355
 ST0355.The geoid height was determined by GEOID03.
 ST0355
 ST0355.The dynamic height is computed by dividing the NAVD 88
 ST0355.geopotential number by the normal gravity value computed on the
 ST0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0355.degrees latitude (g = 980.6199 gals.).
 ST0355
 ST0355.The modeled gravity was interpolated from observed gravity values.
 ST0355
 ST0355;                    North         East    Units  Estimated Accuracy
 ST0355;SPC MT       -   333,350.      388,850.      MT  (+/- 180 meters Scaled)
 ST0355
 ST0355                          SUPERSEDED SURVEY CONTROL
 ST0355
 ST0355  NGVD 29 (??/??/92) 1306.297  (m)         4285.74   (f) ADJ UNCH    2 0
 ST0355
 ST0355.Superseded values are not recommended for survey control.
 ST0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0355.See file dsdata.txt to determine how the superseded data were derived.
 ST0355
 ST0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT023299(NAD 83)
 ST0355_MARKER: DB = BENCH MARK DISK
 ST0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0355_STAMPING: F 236 1961
 ST0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0355+STABILITY: SURFACE MOTION
 ST0355
 ST0355  HISTORY     - Date     Condition        Report By
 ST0355  HISTORY     - 1961     MONUMENTED       CGS
 ST0355
 ST0355                          STATION DESCRIPTION
 ST0355
 ST0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0355'10.55 MI SW FROM BOWMANS CORNER.
 ST0355'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0355'HIGHWAY 287 AT BOWMANS CORNER, THENCE 1.85 MILE NORTHWEST ALONG STATE
 ST0355'HIGHWAY 434, ON THE OUTSIDE OF A CURVE, 36 1/2 FEET NORTH OF THE
 ST0355'CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF THE CENTER OF A GATE, 3.6
 ST0355'FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 ST0355'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ST0355'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1210 ***********************************************************************
 SS1210  DESIGNATION -  F 237
 SS1210  PID         -  SS1210
 SS1210  STATE/COUNTY-  MT/CASCADE
 SS1210  USGS QUAD   -  FORT SHAW (1983)
 SS1210
 SS1210                         *CURRENT SURVEY CONTROL
 SS1210  ___________________________________________________________________
 SS1210* NAD 83(1986)-  47 34 37.     (N)    111 48 54.     (W)     SCALED    
 SS1210* NAVD 88     -      1163.651  (meters)    3817.74   (feet)  ADJUSTED  
 SS1210  ___________________________________________________________________
 SS1210  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 SS1210  DYNAMIC HT  -        1163.551 (meters)    3817.42  (feet)  COMP
 SS1210  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 SS1210
 SS1210  VERT ORDER  -  SECOND    CLASS 0
 SS1210
 SS1210.The horizontal coordinates were scaled from a topographic map and have
 SS1210.an estimated accuracy of +/- 6 seconds.
 SS1210
 SS1210.The orthometric height was determined by differential leveling
 SS1210.and adjusted by the National Geodetic Survey in June 1991..
 SS1210
 SS1210.The geoid height was determined by GEOID03.
 SS1210
 SS1210.The dynamic height is computed by dividing the NAVD 88
 SS1210.geopotential number by the normal gravity value computed on the
 SS1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1210.degrees latitude (g = 980.6199 gals.).
 SS1210
 SS1210.The modeled gravity was interpolated from observed gravity values.
 SS1210
 SS1210;                    North         East    Units  Estimated Accuracy
 SS1210;SPC MT       -   372,250.      425,960.      MT  (+/- 180 meters Scaled)
 SS1210
 SS1210                          SUPERSEDED SURVEY CONTROL
 SS1210
 SS1210  NGVD 29 (??/??/92) 1162.695  (m)         3814.61   (f) ADJ UNCH    2 0
 SS1210
 SS1210.Superseded values are not recommended for survey control.
 SS1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1210.See file dsdata.txt to determine how the superseded data were derived.
 SS1210
 SS1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT387696(NAD 83)
 SS1210_MARKER: DB = BENCH MARK DISK
 SS1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1210_STAMPING: F 237 1961
 SS1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1210+STABILITY: SURFACE MOTION
 SS1210
 SS1210  HISTORY     - Date     Condition        Report By
 SS1210  HISTORY     - 1961     MONUMENTED       CGS
 SS1210
 SS1210                          STATION DESCRIPTION
 SS1210
 SS1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1210'9.15 MI E FROM FAIRFIELD.
 SS1210'9.15 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1210'FAIRFIELD, AT THE T JUNCTION OF A ROAD SOUTH, 98 FEET SOUTH-SOUTHEAST
 SS1210'OF THE CENTER OF THE JUNCTION, 72 FEET SOUTH-SOUTHWEST OF THE CENTER
 SS1210'LINE OF THE HIGHWAY, 37 FEET EAST OF THE CENTER LINE ROAD SOUTH, 3 1/2
 SS1210'FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE,
 SS1210'1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SS1210'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS1210'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0970 ***********************************************************************
 SS0970  DESIGNATION -  F 238
 SS0970  PID         -  SS0970
 SS0970  STATE/COUNTY-  MT/CASCADE
 SS0970  USGS QUAD   -  CASCADE (1983)
 SS0970
 SS0970                         *CURRENT SURVEY CONTROL
 SS0970  ___________________________________________________________________
 SS0970* NAD 83(1986)-  47 20 59.     (N)    111 42 57.     (W)     SCALED    
 SS0970* NAVD 88     -      1042.185  (meters)    3419.24   (feet)  ADJUSTED  
 SS0970  ___________________________________________________________________
 SS0970  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 SS0970  DYNAMIC HT  -        1042.091 (meters)    3418.93  (feet)  COMP
 SS0970  MODELED GRAV-     980,487.7   (mgal)                       NAVD 88
 SS0970
 SS0970  VERT ORDER  -  SECOND    CLASS 0
 SS0970
 SS0970.The horizontal coordinates were scaled from a topographic map and have
 SS0970.an estimated accuracy of +/- 6 seconds.
 SS0970
 SS0970.The orthometric height was determined by differential leveling
 SS0970.and adjusted by the National Geodetic Survey in June 1991..
 SS0970
 SS0970.The geoid height was determined by GEOID03.
 SS0970
 SS0970.The dynamic height is computed by dividing the NAVD 88
 SS0970.geopotential number by the normal gravity value computed on the
 SS0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0970.degrees latitude (g = 980.6199 gals.).
 SS0970
 SS0970.The modeled gravity was interpolated from observed gravity values.
 SS0970
 SS0970;                    North         East    Units  Estimated Accuracy
 SS0970;SPC MT       -   346,800.      432,700.      MT  (+/- 180 meters Scaled)
 SS0970
 SS0970                          SUPERSEDED SURVEY CONTROL
 SS0970
 SS0970  NGVD 29 (??/??/92) 1041.257  (m)         3416.19   (f) ADJ UNCH    2 0
 SS0970
 SS0970.Superseded values are not recommended for survey control.
 SS0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0970.See file dsdata.txt to determine how the superseded data were derived.
 SS0970
 SS0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT459442(NAD 83)
 SS0970_MARKER: DB = BENCH MARK DISK
 SS0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0970_STAMPING: F 238 1961
 SS0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0970+STABILITY: SURFACE MOTION
 SS0970
 SS0970  HISTORY     - Date     Condition        Report By
 SS0970  HISTORY     - 1961     MONUMENTED       CGS
 SS0970
 SS0970                          STATION DESCRIPTION
 SS0970
 SS0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0970'14.0 MI S FROM SUN RIVER.
 SS0970'13.25 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0970'AT SUN RIVER, THENCE 0.75 MILE WEST ALONG A PRIVATE TRACK ROAD, AT A
 SS0970'NORTH-SOUTH FENCE LINE, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 SS0970'3 1/2 FEET SOUTH OF A GATE POST, 1.0 FEET EAST OF A FENCE, 2.0 FEET
 SS0970'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SS0970'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0883 ***********************************************************************
 SS0883  DESIGNATION -  F 239
 SS0883  PID         -  SS0883
 SS0883  STATE/COUNTY-  MT/CASCADE
 SS0883  USGS QUAD   -  CASCADE (1983)
 SS0883
 SS0883                         *CURRENT SURVEY CONTROL
 SS0883  ___________________________________________________________________
 SS0883* NAD 83(1986)-  47 17 54.     (N)    111 40 29.     (W)     SCALED    
 SS0883* NAVD 88     -      1024.914  (meters)    3362.57   (feet)  ADJUSTED  
 SS0883  ___________________________________________________________________
 SS0883  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 SS0883  DYNAMIC HT  -        1024.821 (meters)    3362.27  (feet)  COMP
 SS0883  MODELED GRAV-     980,486.9   (mgal)                       NAVD 88
 SS0883
 SS0883  VERT ORDER  -  FIRST     CLASS II
 SS0883
 SS0883.The horizontal coordinates were scaled from a topographic map and have
 SS0883.an estimated accuracy of +/- 6 seconds.
 SS0883
 SS0883.The orthometric height was determined by differential leveling
 SS0883.and adjusted by the National Geodetic Survey in June 1991..
 SS0883
 SS0883.The geoid height was determined by GEOID03.
 SS0883
 SS0883.The dynamic height is computed by dividing the NAVD 88
 SS0883.geopotential number by the normal gravity value computed on the
 SS0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0883.degrees latitude (g = 980.6199 gals.).
 SS0883
 SS0883.The modeled gravity was interpolated from observed gravity values.
 SS0883
 SS0883;                    North         East    Units  Estimated Accuracy
 SS0883;SPC MT       -   341,010.      435,640.      MT  (+/- 180 meters Scaled)
 SS0883
 SS0883                          SUPERSEDED SURVEY CONTROL
 SS0883
 SS0883  NGVD 29 (??/??/92) 1023.994  (m)         3359.55   (f) ADJ UNCH    1 2
 SS0883
 SS0883.Superseded values are not recommended for survey control.
 SS0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0883.See file dsdata.txt to determine how the superseded data were derived.
 SS0883
 SS0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT489385(NAD 83)
 SS0883_MARKER: DB = BENCH MARK DISK
 SS0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0883_STAMPING: F 239 1961
 SS0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0883+STABILITY: SURFACE MOTION
 SS0883
 SS0883  HISTORY     - Date     Condition        Report By
 SS0883  HISTORY     - 1961     MONUMENTED       CGS
 SS0883  HISTORY     - 1979     GOOD             NGS
 SS0883
 SS0883                          STATION DESCRIPTION
 SS0883
 SS0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0883'2.35 MI NE FROM CASCADE.
 SS0883'2.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0883'AT CASCADE, 1 POLE SOUTHWEST OF MILEPOST 142, 39.0 FEET NORTHWEST OF
 SS0883'THE NORTHWEST RAIL, 39 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT
 SS0883'ROAD, 8 FEET SOUTHWEST OF THE 1ST POLE SOUTHWEST OF THE MILEPOST, 1
 SS0883'1/2 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 SS0883'ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS0883'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SS0883
 SS0883                          STATION RECOVERY (1979)
 SS0883
 SS0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0709 ***********************************************************************
 SS0709  DESIGNATION -  F 240
 SS0709  PID         -  SS0709
 SS0709  STATE/COUNTY-  MT/CASCADE
 SS0709  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0709
 SS0709                         *CURRENT SURVEY CONTROL
 SS0709  ___________________________________________________________________
 SS0709* NAD 83(1986)-  47 25 24.     (N)    111 25 49.     (W)     SCALED    
 SS0709* NAVD 88     -      1030.232  (meters)    3380.02   (feet)  ADJUSTED  
 SS0709  ___________________________________________________________________
 SS0709  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 SS0709  DYNAMIC HT  -        1030.147 (meters)    3379.74  (feet)  COMP
 SS0709  MODELED GRAV-     980,494.9   (mgal)                       NAVD 88
 SS0709
 SS0709  VERT ORDER  -  FIRST     CLASS II
 SS0709
 SS0709.The horizontal coordinates were scaled from a topographic map and have
 SS0709.an estimated accuracy of +/- 6 seconds.
 SS0709
 SS0709.The orthometric height was determined by differential leveling
 SS0709.and adjusted by the National Geodetic Survey in June 1991..
 SS0709
 SS0709.The geoid height was determined by GEOID03.
 SS0709
 SS0709.The dynamic height is computed by dividing the NAVD 88
 SS0709.geopotential number by the normal gravity value computed on the
 SS0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0709.degrees latitude (g = 980.6199 gals.).
 SS0709
 SS0709.The modeled gravity was interpolated from observed gravity values.
 SS0709
 SS0709;                    North         East    Units  Estimated Accuracy
 SS0709;SPC MT       -   354,410.      454,450.      MT  (+/- 180 meters Scaled)
 SS0709
 SS0709                          SUPERSEDED SURVEY CONTROL
 SS0709
 SS0709  NGVD 29 (??/??/92) 1029.312  (m)         3377.00   (f) ADJ UNCH    1 2
 SS0709
 SS0709.Superseded values are not recommended for survey control.
 SS0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0709.See file dsdata.txt to determine how the superseded data were derived.
 SS0709
 SS0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT675522(NAD 83)
 SS0709_MARKER: DB = BENCH MARK DISK
 SS0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0709_STAMPING: F 240 1961
 SS0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0709+STABILITY: SURFACE MOTION
 SS0709
 SS0709  HISTORY     - Date     Condition        Report By
 SS0709  HISTORY     - 1961     MONUMENTED       CGS
 SS0709
 SS0709                          STATION DESCRIPTION
 SS0709
 SS0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0709'3.8 MI E FROM ULM.
 SS0709'3.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS0709'ULM, 82 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOST 126, 65 FEET
 SS0709'SOUTH OF THE SOUTH RAIL, 3 1/2 FEET NORTH OF A FENCE, 1 1/2 FEET EAST
 SS0709'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE
 SS0709'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1086 ***********************************************************************
 SS1086  DESIGNATION -  F 241
 SS1086  PID         -  SS1086
 SS1086  STATE/COUNTY-  MT/TETON
 SS1086  USGS QUAD   -  DUTTON (1987)
 SS1086
 SS1086                         *CURRENT SURVEY CONTROL
 SS1086  ___________________________________________________________________
 SS1086* NAD 83(1986)-  47 48 48.     (N)    111 40 03.     (W)     SCALED    
 SS1086* NAVD 88     -      1127.712  (meters)    3699.84   (feet)  ADJUSTED  
 SS1086  ___________________________________________________________________
 SS1086  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SS1086  DYNAMIC HT  -        1127.660 (meters)    3699.66  (feet)  COMP
 SS1086  MODELED GRAV-     980,527.0   (mgal)                       NAVD 88
 SS1086
 SS1086  VERT ORDER  -  FIRST     CLASS II
 SS1086
 SS1086.The horizontal coordinates were scaled from a topographic map and have
 SS1086.an estimated accuracy of +/- 6 seconds.
 SS1086
 SS1086.The orthometric height was determined by differential leveling
 SS1086.and adjusted by the National Geodetic Survey in June 1991..
 SS1086.WARNING-Repeat measurements at this control monument indicate possible
 SS1086.vertical movement.
 SS1086
 SS1086.The geoid height was determined by GEOID03.
 SS1086
 SS1086.The dynamic height is computed by dividing the NAVD 88
 SS1086.geopotential number by the normal gravity value computed on the
 SS1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1086.degrees latitude (g = 980.6199 gals.).
 SS1086
 SS1086.The modeled gravity was interpolated from observed gravity values.
 SS1086
 SS1086;                    North         East    Units  Estimated Accuracy
 SS1086;SPC MT       -   398,200.      437,770.      MT  (+/- 180 meters Scaled)
 SS1086
 SS1086                          SUPERSEDED SURVEY CONTROL
 SS1086
 SS1086  NGVD 29 (??/??/92) 1126.774  (m)         3696.76   (f) ADJ UNCH    1 2
 SS1086
 SS1086.Superseded values are not recommended for survey control.
 SS1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1086.See file dsdata.txt to determine how the superseded data were derived.
 SS1086
 SS1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT500957(NAD 83)
 SS1086_MARKER: DB = BENCH MARK DISK
 SS1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1086_STAMPING: F 241 1961
 SS1086_PROJECTION: FLUSH
 SS1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1086+STABILITY: SURFACE MOTION
 SS1086
 SS1086  HISTORY     - Date     Condition        Report By
 SS1086  HISTORY     - 1961     MONUMENTED       CGS
 SS1086  HISTORY     - 1978     GOOD             NGS
 SS1086
 SS1086                          STATION DESCRIPTION
 SS1086
 SS1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1086'3.6 MI SE FROM DUTTON.
 SS1086'3.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1086'AT DUTTON, AT THE CROSSING OF A COUNTY ROAD, 90 FEET SOUTH OF THE
 SS1086'CENTER OF THE CROSSING, 52 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST
 SS1086'RAIL, 77 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, 6
 SS1086'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 1.5 FEET
 SS1086'NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN
 SS1086'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SS1086
 SS1086                          STATION RECOVERY (1978)
 SS1086
 SS1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SS1086'3.0 MILES SOUTH ALONG INTERSTATE 15 FROM THE OVERPASS AT EXIT 313 IN
 SS1086'DUTTON, 0.2 MILE NORTH OF MILE POST 310, 0.1 MILE WEST OF THE
 SS1086'CENTERLINE OF INTERSTATE 15 SOUTH BOUND, IN THE WEST RIGHT OF WAY OF
 SS1086'THE GREAT NORTHERN RAILROAD, AT A CROSSING OF A GRAVEL ROAD LEADING
 SS1086'WEST, 77 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 52 FEET WEST
 SS1086'OF THE WEST RAIL, AND 6 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE WITH
 SS1086'A GUY CABLE.
 SS1086'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SS1086'THE MARK IS 3 FT BELOW THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0510 ***********************************************************************
 SS0510  DESIGNATION -  F 242
 SS0510  PID         -  SS0510
 SS0510  STATE/COUNTY-  MT/CASCADE
 SS0510  USGS QUAD   -  ARMINGTON (1982)
 SS0510
 SS0510                         *CURRENT SURVEY CONTROL
 SS0510  ___________________________________________________________________
 SS0510* NAD 83(1986)-  47 20 31.     (N)    110 57 50.     (W)     SCALED    
 SS0510* NAVD 88     -      1254.485  (meters)    4115.76   (feet)  ADJUSTED  
 SS0510  ___________________________________________________________________
 SS0510  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 SS0510  DYNAMIC HT  -        1254.343 (meters)    4115.29  (feet)  COMP
 SS0510  MODELED GRAV-     980,455.7   (mgal)                       NAVD 88
 SS0510
 SS0510  VERT ORDER  -  SECOND    CLASS 0
 SS0510
 SS0510.The horizontal coordinates were scaled from a topographic map and have
 SS0510.an estimated accuracy of +/- 6 seconds.
 SS0510
 SS0510.The orthometric height was determined by differential leveling
 SS0510.and adjusted by the National Geodetic Survey in June 1991..
 SS0510
 SS0510.The geoid height was determined by GEOID03.
 SS0510
 SS0510.The dynamic height is computed by dividing the NAVD 88
 SS0510.geopotential number by the normal gravity value computed on the
 SS0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0510.degrees latitude (g = 980.6199 gals.).
 SS0510
 SS0510.The modeled gravity was interpolated from observed gravity values.
 SS0510
 SS0510;                    North         East    Units  Estimated Accuracy
 SS0510;SPC MT       -   344,600.      489,450.      MT  (+/- 180 meters Scaled)
 SS0510
 SS0510                          SUPERSEDED SURVEY CONTROL
 SS0510
 SS0510  NGVD 29 (??/??/92) 1253.541  (m)         4112.66   (f) ADJ UNCH    2 0
 SS0510
 SS0510.Superseded values are not recommended for survey control.
 SS0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0510.See file dsdata.txt to determine how the superseded data were derived.
 SS0510
 SS0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT027431(NAD 83)
 SS0510_MARKER: DB = BENCH MARK DISK
 SS0510_SETTING: 66 = SET IN ROCK OUTCROP
 SS0510_SP_SET: OUTCROP
 SS0510_STAMPING: F 242 1961
 SS0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0510+STABILITY: POSITION/ELEVATION WELL
 SS0510
 SS0510  HISTORY     - Date     Condition        Report By
 SS0510  HISTORY     - 1961     MONUMENTED       CGS
 SS0510
 SS0510                          STATION DESCRIPTION
 SS0510
 SS0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0510'4.15 MI SW FROM BELT.
 SS0510'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0510'OVERPASS AT BELT, THENCE 2.7 MILES SOUTH ALONG A COUNTY ROAD, 0.1 MILE
 SS0510'SOUTH OF A T FENCE JUNCTION, 82 FEET EAST-SOUTHEAST OF THE CENTER LINE
 SS0510'OF THE ROAD, 34 FEET EAST-SOUTHEAST OF A FENCE, IN THE TOP OF A 2 BY
 SS0510'4-FOOT OUTCROP WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 37 1/2 FEET
 SS0510'EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0932 ***********************************************************************
 SS0932  DESIGNATION -  F 244
 SS0932  PID         -  SS0932
 SS0932  STATE/COUNTY-  MT/CASCADE
 SS0932  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0932
 SS0932                         *CURRENT SURVEY CONTROL
 SS0932  ___________________________________________________________________
 SS0932* NAD 83(1986)-  47 09 38.     (N)    111 32 30.     (W)     SCALED    
 SS0932* NAVD 88     -      1219.823  (meters)    4002.04   (feet)  ADJUSTED  
 SS0932  ___________________________________________________________________
 SS0932  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 SS0932  DYNAMIC HT  -        1219.657 (meters)    4001.49  (feet)  COMP
 SS0932  MODELED GRAV-     980,434.0   (mgal)                       NAVD 88
 SS0932
 SS0932  VERT ORDER  -  SECOND    CLASS 0
 SS0932
 SS0932.The horizontal coordinates were scaled from a topographic map and have
 SS0932.an estimated accuracy of +/- 6 seconds.
 SS0932
 SS0932.The orthometric height was determined by differential leveling
 SS0932.and adjusted by the National Geodetic Survey in June 1991..
 SS0932
 SS0932.The geoid height was determined by GEOID03.
 SS0932
 SS0932.The dynamic height is computed by dividing the NAVD 88
 SS0932.geopotential number by the normal gravity value computed on the
 SS0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0932.degrees latitude (g = 980.6199 gals.).
 SS0932
 SS0932.The modeled gravity was interpolated from observed gravity values.
 SS0932
 SS0932;                    North         East    Units  Estimated Accuracy
 SS0932;SPC MT       -   325,430.      445,300.      MT  (+/- 180 meters Scaled)
 SS0932
 SS0932                          SUPERSEDED SURVEY CONTROL
 SS0932
 SS0932  NGVD 29 (??/??/92) 1218.864  (m)         3998.89   (f) ADJ UNCH    2 0
 SS0932
 SS0932.Superseded values are not recommended for survey control.
 SS0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0932.See file dsdata.txt to determine how the superseded data were derived.
 SS0932
 SS0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT589231(NAD 83)
 SS0932_MARKER: DB = BENCH MARK DISK
 SS0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0932_STAMPING: F 244 1961
 SS0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0932+STABILITY: SURFACE MOTION
 SS0932
 SS0932  HISTORY     - Date     Condition        Report By
 SS0932  HISTORY     - 1961     MONUMENTED       CGS
 SS0932
 SS0932                          STATION DESCRIPTION
 SS0932
 SS0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0932'9.55 MI SW FROM SPANISH COULEE SCHOOL.
 SS0932'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0932'THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, THENCE 6.85 MILES
 SS0932'SOUTHWEST ALONG A TRACK FIELD ROAD, AT A FENCE CORNER, 33 FEET
 SS0932'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 900 FEET
 SS0932'NORTH-NORTHEAST OF A HOUSE, 3 FEET NORTH OF THE FENCE CORNER, 1.5 FEET
 SS0932'NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, 2.0 FEET
 SS0932'NORTHEAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 SS0932'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0638 ***********************************************************************
 SS0638  DESIGNATION -  F 245
 SS0638  PID         -  SS0638
 SS0638  STATE/COUNTY-  MT/CHOUTEAU
 SS0638  USGS QUAD   -  SHEEP COULEE SPRINGS (1987)
 SS0638
 SS0638                         *CURRENT SURVEY CONTROL
 SS0638  ___________________________________________________________________
 SS0638* NAD 83(1986)-  47 45 21.     (N)    111 15 48.     (W)     SCALED    
 SS0638* NAVD 88     -      1103.145  (meters)    3619.23   (feet)  ADJUSTED  
 SS0638  ___________________________________________________________________
 SS0638  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SS0638  DYNAMIC HT  -        1103.112 (meters)    3619.13  (feet)  COMP
 SS0638  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 SS0638
 SS0638  VERT ORDER  -  SECOND    CLASS 0
 SS0638
 SS0638.The horizontal coordinates were scaled from a topographic map and have
 SS0638.an estimated accuracy of +/- 6 seconds.
 SS0638
 SS0638.The orthometric height was determined by differential leveling
 SS0638.and adjusted by the National Geodetic Survey in June 1991..
 SS0638
 SS0638.The geoid height was determined by GEOID03.
 SS0638
 SS0638.The dynamic height is computed by dividing the NAVD 88
 SS0638.geopotential number by the normal gravity value computed on the
 SS0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0638.degrees latitude (g = 980.6199 gals.).
 SS0638
 SS0638.The modeled gravity was interpolated from observed gravity values.
 SS0638
 SS0638;                    North         East    Units  Estimated Accuracy
 SS0638;SPC MT       -   391,050.      467,870.      MT  (+/- 180 meters Scaled)
 SS0638
 SS0638                          SUPERSEDED SURVEY CONTROL
 SS0638
 SS0638  NGVD 29 (??/??/92) 1102.239  (m)         3616.26   (f) ADJ UNCH    2 0
 SS0638
 SS0638.Superseded values are not recommended for survey control.
 SS0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0638.See file dsdata.txt to determine how the superseded data were derived.
 SS0638
 SS0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT802891(NAD 83)
 SS0638_MARKER: DB = BENCH MARK DISK
 SS0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0638_STAMPING: F 245 1961
 SS0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0638+STABILITY: SURFACE MOTION
 SS0638
 SS0638  HISTORY     - Date     Condition        Report By
 SS0638  HISTORY     - 1961     MONUMENTED       CGS
 SS0638
 SS0638                          STATION DESCRIPTION
 SS0638
 SS0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0638'16.85 MI W FROM CARTER.
 SS0638'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0638'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0638'SOUTH ALONG A COUNTY ROAD, THENCE 3.1 MILES WEST ALONG A COUNTY ROAD,
 SS0638'50 FEET SOUTHWEST OF THE INTERSECTION OF A NORTH-SOUTH ROAD 30 FEET
 SS0638'SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET WEST OF THE CENTER LINE
 SS0638'OF THE ROAD SOUTH, 4 FEET SOUTH-SOUTHEAST OF A 2-INCH IRON PIPE
 SS0638'SUPPORTING 2 MAIL BOXES, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 SS0638'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS0638'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0686 ***********************************************************************
 SS0686  DESIGNATION -  F 246 RESET
 SS0686  PID         -  SS0686
 SS0686  STATE/COUNTY-  MT/TETON
 SS0686  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0686
 SS0686                         *CURRENT SURVEY CONTROL
 SS0686  ___________________________________________________________________
 SS0686* NAD 83(1986)-  47 50 36.     (N)    111 29 42.     (W)     SCALED    
 SS0686* NAVD 88     -      1098.42   (meters)    3603.7    (feet)  RESET     
 SS0686  ___________________________________________________________________
 SS0686  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 SS0686
 SS0686  VERT ORDER  -  THIRD
 SS0686
 SS0686.The horizontal coordinates were scaled from a topographic map and have
 SS0686.an estimated accuracy of +/- 6 seconds.
 SS0686
 SS0686.The orthometric height was computed from unverified reset data.
 SS0686
 SS0686.The geoid height was determined by GEOID03.
 SS0686
 SS0686;                    North         East    Units  Estimated Accuracy
 SS0686;SPC MT       -   401,190.      450,760.      MT  (+/- 180 meters Scaled)
 SS0686
 SS0686                          SUPERSEDED SURVEY CONTROL
 SS0686
 SS0686.No superseded survey control is available for this station.
 SS0686
 SS0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT629990(NAD 83)
 SS0686_MARKER: DB = BENCH MARK DISK
 SS0686_SETTING: 0 = UNSPECIFIED SETTING
 SS0686_STAMPING: F 246 RESET 1972
 SS0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0686
 SS0686  HISTORY     - Date     Condition        Report By
 SS0686  HISTORY     - 1972     MONUMENTED       NGS
 SS0686
 SS0686                          STATION DESCRIPTION
 SS0686
 SS0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS0686'10.75 MI E FROM DUTTON.
 SS0686'THE MARK IS 9.7 MILES EAST ALONG STATE HIGHWAY 221 (DIAMOND VALLEY
 SS0686'ROAD) FROM THE INTERSECTION OF S.H. 221 AND U.S. HIGHWAY 91 (I-15), AT
 SS0686'THE SOUTHEAST CORNER OF DUTTON.  AT A GRAVEL CROSSROAD WITH DIAMOND
 SS0686'VALLEY SCHOOL IN THE NORTHEAST ANGLE, 50 YARDS NORTH OF THE
 SS0686'INTERSECTION, 58.2 FEET WEST OF THE SOUTHWEST CORNER OF THE
 SS0686'SCHOOLHOUSE, 25.0 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 3 FEET
 SS0686'SOUTH OF THE PROJECTED SOUTH SIDE OF THE SCHOOLHOUSE, 1 1/2 FEET
 SS0686'SOUTHWEST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A METAL WITNESS
 SS0686'POST AND ON PROPERTY BELONGING TO SCHOOL DISTRICT NO. 66.  SW COR. OF
 SS0686'SECTION 9, T 24N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1024 ***********************************************************************
 SS1024  DESIGNATION -  F 247
 SS1024  PID         -  SS1024
 SS1024  STATE/COUNTY-  MT/CASCADE
 SS1024  USGS QUAD   -  SIMMS (1983)
 SS1024
 SS1024                         *CURRENT SURVEY CONTROL
 SS1024  ___________________________________________________________________
 SS1024* NAD 83(1986)-  47 29 16.     (N)    111 56 59.     (W)     SCALED    
 SS1024* NAVD 88     -      1093.648  (meters)    3588.08   (feet)  ADJUSTED  
 SS1024  ___________________________________________________________________
 SS1024  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 SS1024  DYNAMIC HT  -        1093.543 (meters)    3587.73  (feet)  COMP
 SS1024  MODELED GRAV-     980,479.8   (mgal)                       NAVD 88
 SS1024
 SS1024  VERT ORDER  -  SECOND    CLASS 0
 SS1024
 SS1024.The horizontal coordinates were scaled from a topographic map and have
 SS1024.an estimated accuracy of +/- 6 seconds.
 SS1024
 SS1024.The orthometric height was determined by differential leveling
 SS1024.and adjusted by the National Geodetic Survey in June 1991..
 SS1024
 SS1024.The geoid height was determined by GEOID03.
 SS1024
 SS1024.The dynamic height is computed by dividing the NAVD 88
 SS1024.geopotential number by the normal gravity value computed on the
 SS1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1024.degrees latitude (g = 980.6199 gals.).
 SS1024
 SS1024.The modeled gravity was interpolated from observed gravity values.
 SS1024
 SS1024;                    North         East    Units  Estimated Accuracy
 SS1024;SPC MT       -   362,660.      415,520.      MT  (+/- 180 meters Scaled)
 SS1024
 SS1024                          SUPERSEDED SURVEY CONTROL
 SS1024
 SS1024  NGVD 29 (??/??/92) 1092.693  (m)         3584.94   (f) ADJ UNCH    2 0
 SS1024
 SS1024.Superseded values are not recommended for survey control.
 SS1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1024.See file dsdata.txt to determine how the superseded data were derived.
 SS1024
 SS1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT284598(NAD 83)
 SS1024_MARKER: DB = BENCH MARK DISK
 SS1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1024_SP_SET: CULVERT
 SS1024_STAMPING: F 247 1961
 SS1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1024
 SS1024  HISTORY     - Date     Condition        Report By
 SS1024  HISTORY     - 1961     MONUMENTED       CGS
 SS1024
 SS1024                          STATION DESCRIPTION
 SS1024
 SS1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1024'0.9 MI SW FROM SIMMS.
 SS1024'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1024'HIGHWAY 21 AT SIMMS, 61 FEET NORTHWEST OF THE CENTER LINE OF THE
 SS1024'HIGHWAY, IN THE TOP OF THE CENTER OF THE NORTHWEST CONCRETE HEAD WALL
 SS1024'OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 134 FEET NORTHEAST OF THE
 SS1024'NORTHEAST END OF A GATE, 2.3 FEET NORTHWEST OF A FENCE, AND ABOUT 2
 SS1024'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0302 ***********************************************************************
 ST0302  DESIGNATION -  F 248
 ST0302  PID         -  ST0302
 ST0302  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0302  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0302
 ST0302                         *CURRENT SURVEY CONTROL
 ST0302  ___________________________________________________________________
 ST0302* NAD 83(1986)-  47 26 44.     (N)    112 07 55.     (W)     SCALED    
 ST0302* NAVD 88     -      1181.420  (meters)    3876.04   (feet)  ADJUSTED  
 ST0302  ___________________________________________________________________
 ST0302  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0302  DYNAMIC HT  -        1181.279 (meters)    3875.58  (feet)  COMP
 ST0302  MODELED GRAV-     980,453.1   (mgal)                       NAVD 88
 ST0302
 ST0302  VERT ORDER  -  SECOND    CLASS 0
 ST0302
 ST0302.The horizontal coordinates were scaled from a topographic map and have
 ST0302.an estimated accuracy of +/- 6 seconds.
 ST0302
 ST0302.The orthometric height was determined by differential leveling
 ST0302.and adjusted by the National Geodetic Survey in June 1991..
 ST0302
 ST0302.The geoid height was determined by GEOID03.
 ST0302
 ST0302.The dynamic height is computed by dividing the NAVD 88
 ST0302.geopotential number by the normal gravity value computed on the
 ST0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0302.degrees latitude (g = 980.6199 gals.).
 ST0302
 ST0302.The modeled gravity was interpolated from observed gravity values.
 ST0302
 ST0302;                    North         East    Units  Estimated Accuracy
 ST0302;SPC MT       -   358,420.      401,650.      MT  (+/- 180 meters Scaled)
 ST0302
 ST0302                          SUPERSEDED SURVEY CONTROL
 ST0302
 ST0302  NGVD 29 (??/??/92) 1180.438  (m)         3872.82   (f) ADJ UNCH    2 0
 ST0302
 ST0302.Superseded values are not recommended for survey control.
 ST0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0302.See file dsdata.txt to determine how the superseded data were derived.
 ST0302
 ST0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT146553(NAD 83)
 ST0302_MARKER: DB = BENCH MARK DISK
 ST0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0302_STAMPING: F 248 1961
 ST0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0302+STABILITY: SURFACE MOTION
 ST0302
 ST0302  HISTORY     - Date     Condition        Report By
 ST0302  HISTORY     - 1961     MONUMENTED       CGS
 ST0302
 ST0302                          STATION DESCRIPTION
 ST0302
 ST0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0302'15.1 MI SW FROM SIMMS.
 ST0302'10.5 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0302'HIGHWAY 20 AT SIMMS, THENCE 4.6 MILES SOUTH ALONG A COUNTY ROAD, 29
 ST0302'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF A FENCE,
 ST0302'2.4 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD,
 ST0302'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ST0302'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1186 ***********************************************************************
 SS1186  DESIGNATION -  F 249
 SS1186  PID         -  SS1186
 SS1186  STATE/COUNTY-  MT/CASCADE
 SS1186  USGS QUAD   -  VAUGHN NE (1994)
 SS1186
 SS1186                         *CURRENT SURVEY CONTROL
 SS1186  ___________________________________________________________________
 SS1186* NAD 83(1986)-  47 39 17.     (N)    111 31 02.     (W)     SCALED    
 SS1186* NAVD 88     -      1157.873  (meters)    3798.79   (feet)  ADJUSTED  
 SS1186  ___________________________________________________________________
 SS1186  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SS1186  DYNAMIC HT  -        1157.812 (meters)    3798.59  (feet)  COMP
 SS1186  MODELED GRAV-     980,519.4   (mgal)                       NAVD 88
 SS1186
 SS1186  VERT ORDER  -  SECOND    CLASS 0
 SS1186
 SS1186.The horizontal coordinates were scaled from a topographic map and have
 SS1186.an estimated accuracy of +/- 6 seconds.
 SS1186
 SS1186.The orthometric height was determined by differential leveling
 SS1186.and adjusted by the National Geodetic Survey in June 1991..
 SS1186
 SS1186.The geoid height was determined by GEOID03.
 SS1186
 SS1186.The dynamic height is computed by dividing the NAVD 88
 SS1186.geopotential number by the normal gravity value computed on the
 SS1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1186.degrees latitude (g = 980.6199 gals.).
 SS1186
 SS1186.The modeled gravity was interpolated from observed gravity values.
 SS1186
 SS1186;                    North         East    Units  Estimated Accuracy
 SS1186;SPC MT       -   380,280.      448,560.      MT  (+/- 180 meters Scaled)
 SS1186
 SS1186                          SUPERSEDED SURVEY CONTROL
 SS1186
 SS1186  NGVD 29 (??/??/92) 1156.958  (m)         3795.79   (f) ADJ UNCH    2 0
 SS1186
 SS1186.Superseded values are not recommended for survey control.
 SS1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1186.See file dsdata.txt to determine how the superseded data were derived.
 SS1186
 SS1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT611780(NAD 83)
 SS1186_MARKER: DB = BENCH MARK DISK
 SS1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1186_STAMPING: F 249 1961
 SS1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1186+STABILITY: SURFACE MOTION
 SS1186
 SS1186  HISTORY     - Date     Condition        Report By
 SS1186  HISTORY     - 1961     MONUMENTED       CGS
 SS1186
 SS1186                          STATION DESCRIPTION
 SS1186
 SS1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1186'2.5 MI N FROM NEUMAN SCHOOL.
 SS1186'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS1186'MILE NORTH ALONG A COUNTY ROAD, THENCE 1.0 MILE EAST ALONG A COUNTY
 SS1186'ROAD, 44 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A FARM
 SS1186'ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET WEST OF
 SS1186'THE CENTER LINE OF THE ROAD NORTH, 2.0 FEET SOUTH OF A WITNESS POST,
 SS1186'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS1186'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0005 ***********************************************************************
 TL0005  DESIGNATION -  F 25
 TL0005  PID         -  TL0005
 TL0005  STATE/COUNTY-  MT/HILL
 TL0005  USGS QUAD   -  SAGE LAKE (1969)
 TL0005
 TL0005                         *CURRENT SURVEY CONTROL
 TL0005  ___________________________________________________________________
 TL0005* NAD 83(1986)-  48 34 41.     (N)    110 14 35.     (W)     SCALED    
 TL0005* NAVD 88     -       866.026  (meters)    2841.29   (feet)  ADJUSTED  
 TL0005  ___________________________________________________________________
 TL0005  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TL0005  DYNAMIC HT  -         866.102 (meters)    2841.54  (feet)  COMP
 TL0005  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 TL0005
 TL0005  VERT ORDER  -  FIRST     CLASS II
 TL0005
 TL0005.The horizontal coordinates were scaled from a topographic map and have
 TL0005.an estimated accuracy of +/- 6 seconds.
 TL0005
 TL0005.The orthometric height was determined by differential leveling
 TL0005.and adjusted by the National Geodetic Survey in June 1991..
 TL0005
 TL0005.The geoid height was determined by GEOID03.
 TL0005
 TL0005.The dynamic height is computed by dividing the NAVD 88
 TL0005.geopotential number by the normal gravity value computed on the
 TL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0005.degrees latitude (g = 980.6199 gals.).
 TL0005
 TL0005.The modeled gravity was interpolated from observed gravity values.
 TL0005
 TL0005;                    North         East    Units  Estimated Accuracy
 TL0005;SPC MT       -   481,210.      545,190.      MT  (+/- 180 meters Scaled)
 TL0005
 TL0005                          SUPERSEDED SURVEY CONTROL
 TL0005
 TL0005  NGVD 29 (??/??/92)  865.163  (m)         2838.46   (f) ADJ UNCH    1 2
 TL0005
 TL0005.Superseded values are not recommended for survey control.
 TL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0005.See file dsdata.txt to determine how the superseded data were derived.
 TL0005
 TL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU558808(NAD 83)
 TL0005_MARKER: DB = BENCH MARK DISK
 TL0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0005_SP_SET: CULVERT
 TL0005_STAMPING: 2838.456
 TL0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0005
 TL0005  HISTORY     - Date     Condition        Report By
 TL0005  HISTORY     - UNK      MONUMENTED       CGS
 TL0005  HISTORY     - 1948     GOOD             NGS
 TL0005  HISTORY     - 1979     GOOD             NGS
 TL0005
 TL0005                          STATION DESCRIPTION
 TL0005
 TL0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0005'2.8 MI E FROM GILDFORD.
 TL0005'2.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0005'GILDFORD, HILL COUNTY, 18-1/2 POLES EAST OF MILEPOST 988, AT CULVERT
 TL0005'987/52, IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST WING WALL,
 TL0005'17.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 0.5 FOOT NORTH OF THE
 TL0005'NORTH EDGE OF THE NORTH HEADWALL, AND 8 FEET LOWER THAN THE RAIL.  A
 TL0005'STANDARD DISK, STAMPED 2838.456.
 TL0005
 TL0005                          STATION RECOVERY (1979)
 TL0005
 TL0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0050 ***********************************************************************
 TH0050  DESIGNATION -  F 250
 TH0050  PID         -  TH0050
 TH0050  STATE/COUNTY-  MT/ROOSEVELT
 TH0050  USGS QUAD   -  RED BANK CREEK (1989)
 TH0050
 TH0050                         *CURRENT SURVEY CONTROL
 TH0050  ___________________________________________________________________
 TH0050* NAD 83(1986)-  48 12 16.     (N)    104 03 39.     (W)     SCALED    
 TH0050* NAVD 88     -       679.067  (meters)    2227.91   (feet)  ADJUSTED  
 TH0050  ___________________________________________________________________
 TH0050  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TH0050  DYNAMIC HT  -         679.138 (meters)    2228.14  (feet)  COMP
 TH0050  MODELED GRAV-     980,693.9   (mgal)                       NAVD 88
 TH0050
 TH0050  VERT ORDER  -  SECOND    CLASS 0
 TH0050
 TH0050.The horizontal coordinates were scaled from a topographic map and have
 TH0050.an estimated accuracy of +/- 6 seconds.
 TH0050
 TH0050.The orthometric height was determined by differential leveling
 TH0050.and adjusted by the National Geodetic Survey in June 1991..
 TH0050
 TH0050.The geoid height was determined by GEOID03.
 TH0050
 TH0050.The dynamic height is computed by dividing the NAVD 88
 TH0050.geopotential number by the normal gravity value computed on the
 TH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0050.degrees latitude (g = 980.6199 gals.).
 TH0050
 TH0050.The modeled gravity was interpolated from observed gravity values.
 TH0050
 TH0050;                    North         East    Units  Estimated Accuracy
 TH0050;SPC MT       -   453,450.    1,003,810.      MT  (+/- 180 meters Scaled)
 TH0050
 TH0050                          SUPERSEDED SURVEY CONTROL
 TH0050
 TH0050  NGVD 29 (??/??/92)  678.521  (m)         2226.11   (f) ADJ UNCH    2 0
 TH0050
 TH0050.Superseded values are not recommended for survey control.
 TH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0050.See file dsdata.txt to determine how the superseded data were derived.
 TH0050
 TH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP697394(NAD 83)
 TH0050_MARKER: DB = BENCH MARK DISK
 TH0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0050_STAMPING: F-250 1935
 TH0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0050+STABILITY: SURFACE MOTION
 TH0050
 TH0050  HISTORY     - Date     Condition        Report By
 TH0050  HISTORY     - 1935     MONUMENTED       CGS
 TH0050
 TH0050                          STATION DESCRIPTION
 TH0050
 TH0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0050'12.8 MI NE FROM BAINVILLE.
 TH0050'7.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0050'STATION AT BAINVILLE, ROOSEVELT COUNTY, THENCE 1.6 MILES NORTHEAST,
 TH0050'2.6 MILES NORTH, AND 1.1 MILES NORTHWEST ALONG ROADS.  0.8 MILE WEST
 TH0050'OF THE MONTANA-NORTH DAKOTA STATE LINE, AT A CURVE LEADING WEST, 45
 TH0050'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A
 TH0050'FENCE POST AND A 3- BY 6-FOOT BOULDER USED AS A POST BRACE, AND LEVEL
 TH0050'WITH THE ROAD.  A STANDARD DISK, STAMPED F 250 1935 AND SET IN THE TOP
 TH0050'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0229 ***********************************************************************
 SP0229  DESIGNATION -  F 252
 SP0229  PID         -  SP0229
 SP0229  STATE/COUNTY-  MT/MCCONE
 SP0229  USGS QUAD   -  NORTH FORK HORSE CREEK (1983)
 SP0229
 SP0229                         *CURRENT SURVEY CONTROL
 SP0229  ___________________________________________________________________
 SP0229* NAD 83(1986)-  47 35 01.     (N)    105 49 15.     (W)     SCALED    
 SP0229* NAVD 88     -       810.182  (meters)    2658.07   (feet)  ADJUSTED  
 SP0229  ___________________________________________________________________
 SP0229  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 SP0229  DYNAMIC HT  -         810.208 (meters)    2658.16  (feet)  COMP
 SP0229  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 SP0229
 SP0229  VERT ORDER  -  SECOND    CLASS 0
 SP0229
 SP0229.The horizontal coordinates were scaled from a topographic map and have
 SP0229.an estimated accuracy of +/- 6 seconds.
 SP0229
 SP0229.The orthometric height was determined by differential leveling
 SP0229.and adjusted by the National Geodetic Survey in June 1991..
 SP0229
 SP0229.The geoid height was determined by GEOID03.
 SP0229
 SP0229.The dynamic height is computed by dividing the NAVD 88
 SP0229.geopotential number by the normal gravity value computed on the
 SP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0229.degrees latitude (g = 980.6199 gals.).
 SP0229
 SP0229.The modeled gravity was interpolated from observed gravity values.
 SP0229
 SP0229;                    North         East    Units  Estimated Accuracy
 SP0229;SPC MT       -   376,920.      876,510.      MT  (+/- 180 meters Scaled)
 SP0229
 SP0229                          SUPERSEDED SURVEY CONTROL
 SP0229
 SP0229  NGVD 29 (??/??/92)  809.559  (m)         2656.03   (f) ADJ UNCH    2 0
 SP0229
 SP0229.Superseded values are not recommended for survey control.
 SP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0229.See file dsdata.txt to determine how the superseded data were derived.
 SP0229
 SP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN382703(NAD 83)
 SP0229_MARKER: DB = BENCH MARK DISK
 SP0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0229_STAMPING: F 252 1935
 SP0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0229+STABILITY: SURFACE MOTION
 SP0229
 SP0229  HISTORY     - Date     Condition        Report By
 SP0229  HISTORY     - 1935     MONUMENTED       CGS
 SP0229  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0229
 SP0229                          STATION DESCRIPTION
 SP0229
 SP0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0229'5.1 MI SE FROM WELDON.
 SP0229'5.1 MILES SOUTHEAST ALONG THE CIRCLE ROAD FROM THE POST OFFICE AT
 SP0229'WELDON, MCCONE COUNTY, AT THE JUNCTION OF A TRAIL LEADING NORTH, AT
 SP0229'THE SUMMIT OF A HILL, 45 FEET EAST OF THE CENTER OF THE JUNCTION, 36
 SP0229'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 48 FEET NORTHEAST OF A
 SP0229'LARGE MAILBOX, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED F
 SP0229'252 1935 AND SET IN THE TOP OF A CONCRETE POST.
 SP0229
 SP0229                          STATION RECOVERY (1977)
 SP0229
 SP0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0062 ***********************************************************************
 SQ0062  DESIGNATION -  F 253
 SQ0062  PID         -  SQ0062
 SQ0062  STATE/COUNTY-  MT/MCCONE
 SQ0062  USGS QUAD   -  BUG CREEK (1973)
 SQ0062
 SQ0062                         *CURRENT SURVEY CONTROL
 SQ0062  ___________________________________________________________________
 SQ0062* NAD 83(1986)-  47 44 58.     (N)    106 09 02.     (W)     SCALED    
 SQ0062* NAVD 88     -       752.650  (meters)    2469.32   (feet)  ADJUSTED  
 SQ0062  ___________________________________________________________________
 SQ0062  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SQ0062  DYNAMIC HT  -         752.699 (meters)    2469.48  (feet)  COMP
 SQ0062  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 SQ0062
 SQ0062  VERT ORDER  -  SECOND    CLASS 0
 SQ0062
 SQ0062.The horizontal coordinates were scaled from a topographic map and have
 SQ0062.an estimated accuracy of +/- 6 seconds.
 SQ0062
 SQ0062.The orthometric height was determined by differential leveling
 SQ0062.and adjusted by the National Geodetic Survey in June 1991..
 SQ0062
 SQ0062.The geoid height was determined by GEOID03.
 SQ0062
 SQ0062.The dynamic height is computed by dividing the NAVD 88
 SQ0062.geopotential number by the normal gravity value computed on the
 SQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0062.degrees latitude (g = 980.6199 gals.).
 SQ0062
 SQ0062.The modeled gravity was interpolated from observed gravity values.
 SQ0062
 SQ0062;                    North         East    Units  Estimated Accuracy
 SQ0062;SPC MT       -   394,220.      850,950.      MT  (+/- 180 meters Scaled)
 SQ0062
 SQ0062                          SUPERSEDED SURVEY CONTROL
 SQ0062
 SQ0062  NGVD 29 (??/??/92)  752.029  (m)         2467.28   (f) ADJ UNCH    2 0
 SQ0062
 SQ0062.Superseded values are not recommended for survey control.
 SQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0062.See file dsdata.txt to determine how the superseded data were derived.
 SQ0062
 SQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN137890(NAD 83)
 SQ0062_MARKER: DB = BENCH MARK DISK
 SQ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0062_STAMPING: F 253 1935
 SQ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0062+STABILITY: SURFACE MOTION
 SQ0062
 SQ0062  HISTORY     - Date     Condition        Report By
 SQ0062  HISTORY     - 1935     MONUMENTED       CGS
 SQ0062  HISTORY     - 1973     GOOD             USGS
 SQ0062
 SQ0062                          STATION DESCRIPTION
 SQ0062
 SQ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0062'19.1 MI NW FROM WELDON.
 SQ0062'19.1 MILES NORTHWEST ALONG THE HAXBY ROAD AND TRAIL FROM THE POST
 SQ0062'OFFICE AT WELDON, MCCONE COUNTY, 3-1/2 MILES SOUTHEAST OF THE NELSON
 SQ0062'RANCH BUILDINGS, 1/2 MILE WEST OF A TRAIL CROSSING, 135 FEET NORTHWEST
 SQ0062'OF A SHALLOW DRY WASH CROSSING, AT A HILL, 24 FEET NORTH OF THE
 SQ0062'CENTERLINE OF THE TRAIL, AND LEVEL WITH THE TRAIL.  A STANDARD DISK,
 SQ0062'STAMPED F 253 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SQ0062'INCHES ABOVE GROUND.  NOTE-- HAXBY, WELDON AND CONNECTING ROAD
 SQ0062'ABANDONED.  22.9 MI S ALONG ST HWY 24 FROM SE END OF FORT PECK
 SQ0062'RESERVOIR SPILLWAY, 500 FT E OF ROAD AS DESCRIBED.
 SQ0062
 SQ0062                          STATION RECOVERY (1973)
 SQ0062
 SQ0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0323 ***********************************************************************
 TJ0323  DESIGNATION -  F 254
 TJ0323  PID         -  TJ0323
 TJ0323  STATE/COUNTY-  MT/PHILLIPS
 TJ0323  USGS QUAD   -  SPENCER POINT (1984)
 TJ0323
 TJ0323                         *CURRENT SURVEY CONTROL
 TJ0323  ___________________________________________________________________
 TJ0323* NAD 83(1986)-  48 21 50.     (N)    107 17 52.     (W)     SCALED    
 TJ0323* NAVD 88     -       672.970  (meters)    2207.90   (feet)  ADJUSTED  
 TJ0323  ___________________________________________________________________
 TJ0323  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 TJ0323  DYNAMIC HT  -         673.067 (meters)    2208.22  (feet)  COMP
 TJ0323  MODELED GRAV-     980,732.8   (mgal)                       NAVD 88
 TJ0323
 TJ0323  VERT ORDER  -  SECOND    CLASS 0
 TJ0323
 TJ0323.The horizontal coordinates were scaled from a topographic map and have
 TJ0323.an estimated accuracy of +/- 6 seconds.
 TJ0323
 TJ0323.The orthometric height was determined by differential leveling
 TJ0323.and adjusted by the National Geodetic Survey in June 1991..
 TJ0323
 TJ0323.The geoid height was determined by GEOID03.
 TJ0323
 TJ0323.The dynamic height is computed by dividing the NAVD 88
 TJ0323.geopotential number by the normal gravity value computed on the
 TJ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0323.degrees latitude (g = 980.6199 gals.).
 TJ0323
 TJ0323.The modeled gravity was interpolated from observed gravity values.
 TJ0323
 TJ0323;                    North         East    Units  Estimated Accuracy
 TJ0323;SPC MT       -   459,440.      763,110.      MT  (+/- 180 meters Scaled)
 TJ0323
 TJ0323                          SUPERSEDED SURVEY CONTROL
 TJ0323
 TJ0323  NGVD 29 (??/??/92)  672.289  (m)         2205.67   (f) ADJ UNCH    2 0
 TJ0323
 TJ0323.Superseded values are not recommended for survey control.
 TJ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0323.See file dsdata.txt to determine how the superseded data were derived.
 TJ0323
 TJ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP298592(NAD 83)
 TJ0323_MARKER: DB = BENCH MARK DISK
 TJ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0323_STAMPING: F 254 1935
 TJ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0323+STABILITY: SURFACE MOTION
 TJ0323
 TJ0323  HISTORY     - Date     Condition        Report By
 TJ0323  HISTORY     - 1935     MONUMENTED       CGS
 TJ0323  HISTORY     - 1948     GOOD             NGS
 TJ0323
 TJ0323                          STATION DESCRIPTION
 TJ0323
 TJ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0323'7.8 MI S FROM SACO.
 TJ0323'7.8 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0323'RAILWAY STATION AT SACO, ON THE OUTSIDE OF A CURVE, 33.0 FEET
 TJ0323'SOUTHEAST OF THE CENTER LINE OF THE ROAD (FROM THE CENTER OF THE
 TJ0323'CURVE), 27.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 TJ0323'EAST, 5.8 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET NORTHEAST OF A
 TJ0323'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 TJ0323'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0347 ***********************************************************************
 TJ0347  DESIGNATION -  F 255
 TJ0347  PID         -  TJ0347
 TJ0347  STATE/COUNTY-  MT/VALLEY
 TJ0347  USGS QUAD   -  CRAIG RESERVOIR (1984)
 TJ0347
 TJ0347                         *CURRENT SURVEY CONTROL
 TJ0347  ___________________________________________________________________
 TJ0347* NAD 83(1986)-  48 03 47.     (N)    107 21 43.     (W)     SCALED    
 TJ0347* NAVD 88     -       742.382  (meters)    2435.63   (feet)  ADJUSTED  
 TJ0347  ___________________________________________________________________
 TJ0347  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TJ0347  DYNAMIC HT  -         742.447 (meters)    2435.84  (feet)  COMP
 TJ0347  MODELED GRAV-     980,674.2   (mgal)                       NAVD 88
 TJ0347
 TJ0347  VERT ORDER  -  SECOND    CLASS 0
 TJ0347
 TJ0347.The horizontal coordinates were scaled from a topographic map and have
 TJ0347.an estimated accuracy of +/- 6 seconds.
 TJ0347
 TJ0347.The orthometric height was determined by differential leveling
 TJ0347.and adjusted by the National Geodetic Survey in June 1991..
 TJ0347
 TJ0347.The geoid height was determined by GEOID03.
 TJ0347
 TJ0347.The dynamic height is computed by dividing the NAVD 88
 TJ0347.geopotential number by the normal gravity value computed on the
 TJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0347.degrees latitude (g = 980.6199 gals.).
 TJ0347
 TJ0347.The modeled gravity was interpolated from observed gravity values.
 TJ0347
 TJ0347;                    North         East    Units  Estimated Accuracy
 TJ0347;SPC MT       -   425,880.      759,270.      MT  (+/- 180 meters Scaled)
 TJ0347
 TJ0347                          SUPERSEDED SURVEY CONTROL
 TJ0347
 TJ0347  NGVD 29 (??/??/92)  741.678  (m)         2433.32   (f) ADJ UNCH    2 0
 TJ0347
 TJ0347.Superseded values are not recommended for survey control.
 TJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0347.See file dsdata.txt to determine how the superseded data were derived.
 TJ0347
 TJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP240260(NAD 83)
 TJ0347_MARKER: DB = BENCH MARK DISK
 TJ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0347_STAMPING: F 255 1935
 TJ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0347+STABILITY: SURFACE MOTION
 TJ0347
 TJ0347  HISTORY     - Date     Condition        Report By
 TJ0347  HISTORY     - 1935     MONUMENTED       CGS
 TJ0347  HISTORY     - 1948     GOOD             NGS
 TJ0347  HISTORY     - 1978     GOOD             USGS
 TJ0347
 TJ0347                          STATION DESCRIPTION
 TJ0347
 TJ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0347'31.25 MI S FROM SACO.
 TJ0347'31.25 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0347'RAILWAY STATION AT SACO, 132.0 FEET SOUTH OF A POINT WHERE THE ROAD
 TJ0347'CROSSES A SHALLOW GULLEY, 18.0 FEET EAST OF AND LEVEL WITH THE CENTER
 TJ0347'LINE OF THE ROAD, 1.4 FEET SOUTH OF A REFERENCE POST AND SET IN THE
 TJ0347'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0347
 TJ0347                          STATION RECOVERY (1978)
 TJ0347
 TJ0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TJ0347'31.2 MI. S. ALONG THE LARB CREEK RD. FROM SACO TO A SMALL DRAIN, THEN
 TJ0347'1050 FT. NW CROSSCOUNTRY ALONG THE S. SIDE OF THE DRAIN TO THE BENCH
 TJ0347'MARK. THE MARK IS 132 FT. SOUTH OF THE DRAIN, 12 FT. E. OF THE C/L OF
 TJ0347'AN OLD ROAD GRADE. A STANDARD TABLET SET IN THE TOP OF A CONCRETE
 TJ0347'POST PROJECTING 0.5 FT. AND STAMPED F 255 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0419 ***********************************************************************
 SQ0419  DESIGNATION -  F 256
 SQ0419  PID         -  SQ0419
 SQ0419  STATE/COUNTY-  MT/PHILLIPS
 SQ0419  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0419
 SQ0419                         *CURRENT SURVEY CONTROL
 SQ0419  ___________________________________________________________________
 SQ0419* NAD 83(1986)-  47 53 44.     (N)    107 40 17.     (W)     SCALED    
 SQ0419* NAVD 88     -       720.019  (meters)    2362.26   (feet)  ADJUSTED  
 SQ0419  ___________________________________________________________________
 SQ0419  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 SQ0419  DYNAMIC HT  -         720.059 (meters)    2362.39  (feet)  COMP
 SQ0419  MODELED GRAV-     980,644.0   (mgal)                       NAVD 88
 SQ0419
 SQ0419  VERT ORDER  -  SECOND    CLASS 0
 SQ0419
 SQ0419.The horizontal coordinates were scaled from a topographic map and have
 SQ0419.an estimated accuracy of +/- 6 seconds.
 SQ0419
 SQ0419.The orthometric height was determined by differential leveling
 SQ0419.and adjusted by the National Geodetic Survey in June 1991..
 SQ0419
 SQ0419.The geoid height was determined by GEOID03.
 SQ0419
 SQ0419.The dynamic height is computed by dividing the NAVD 88
 SQ0419.geopotential number by the normal gravity value computed on the
 SQ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0419.degrees latitude (g = 980.6199 gals.).
 SQ0419
 SQ0419.The modeled gravity was interpolated from observed gravity values.
 SQ0419
 SQ0419;                    North         East    Units  Estimated Accuracy
 SQ0419;SPC MT       -   406,680.      736,660.      MT  (+/- 180 meters Scaled)
 SQ0419
 SQ0419                          SUPERSEDED SURVEY CONTROL
 SQ0419
 SQ0419  NGVD 29 (??/??/92)  719.287  (m)         2359.86   (f) ADJ UNCH    2 0
 SQ0419
 SQ0419.Superseded values are not recommended for survey control.
 SQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0419.See file dsdata.txt to determine how the superseded data were derived.
 SQ0419
 SQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP003081(NAD 83)
 SQ0419_MARKER: DB = BENCH MARK DISK
 SQ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0419_STAMPING: F 256 1935
 SQ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0419+STABILITY: SURFACE MOTION
 SQ0419
 SQ0419  HISTORY     - Date     Condition        Report By
 SQ0419  HISTORY     - 1935     MONUMENTED       CGS
 SQ0419  HISTORY     - 1948     GOOD             NGS
 SQ0419
 SQ0419                          STATION DESCRIPTION
 SQ0419
 SQ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0419'8.25 MI NE FROM SUN PRAIRIE.
 SQ0419'1.7 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SUN PRAIRIE CEMETERY
 SQ0419'AT SUN PRAIRIE, THENCE 0.5 MILE EAST ALONG A TRAIL, THENCE 0.5 MILE
 SQ0419'NORTH ALONG A TRAIL, THENCE 1.2 MILES NORTHEAST ALONG A TRAIL, THENCE
 SQ0419'0.4 MILE EAST ALONG A TRAIL, THENCE 0.5 MILE NORTH ALONG A TRAIL,
 SQ0419'THENCE 1.0 MILE EAST ALONG A TRAIL, THENCE 1.65 MILES NORTH ALONG A
 SQ0419'GRADED DIRT ROAD, 0.9 MILE NORTH OF THE D. E. GRIMSLEY RANCH HOUSE,
 SQ0419'0.5 MILE NORTH OF BOX ELDER SCHOOL, 122.0 FEET WEST OF AND 2.0 FEET
 SQ0419'LOWER THAN THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A T FENCE
 SQ0419'CORNER, 1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 SQ0419'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0357 ***********************************************************************
 RT0357  DESIGNATION -  F 258
 RT0357  PID         -  RT0357
 RT0357  STATE/COUNTY-  MT/PRAIRIE
 RT0357  USGS QUAD   -  LITTLE SHEEP MOUNTAIN (1965)
 RT0357
 RT0357                         *CURRENT SURVEY CONTROL
 RT0357  ___________________________________________________________________
 RT0357* NAD 83(1986)-  46 54 15.     (N)    105 48 10.     (W)     SCALED    
 RT0357* NAVD 88     -       966.288  (meters)    3170.23   (feet)  ADJUSTED  
 RT0357  ___________________________________________________________________
 RT0357  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 RT0357  DYNAMIC HT  -         966.228 (meters)    3170.03  (feet)  COMP
 RT0357  MODELED GRAV-     980,517.8   (mgal)                       NAVD 88
 RT0357
 RT0357  VERT ORDER  -  SECOND    CLASS 0
 RT0357
 RT0357.The horizontal coordinates were scaled from a topographic map and have
 RT0357.an estimated accuracy of +/- 6 seconds.
 RT0357
 RT0357.The orthometric height was determined by differential leveling
 RT0357.and adjusted by the National Geodetic Survey in June 1991..
 RT0357
 RT0357.The geoid height was determined by GEOID03.
 RT0357
 RT0357.The dynamic height is computed by dividing the NAVD 88
 RT0357.geopotential number by the normal gravity value computed on the
 RT0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0357.degrees latitude (g = 980.6199 gals.).
 RT0357
 RT0357.The modeled gravity was interpolated from observed gravity values.
 RT0357
 RT0357;                    North         East    Units  Estimated Accuracy
 RT0357;SPC MT       -   301,570.      881,420.      MT  (+/- 180 meters Scaled)
 RT0357
 RT0357                          SUPERSEDED SURVEY CONTROL
 RT0357
 RT0357  NGVD 29 (??/??/92)  965.639  (m)         3168.10   (f) ADJ UNCH    2 0
 RT0357
 RT0357.Superseded values are not recommended for survey control.
 RT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0357.See file dsdata.txt to determine how the superseded data were derived.
 RT0357
 RT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM388948(NAD 83)
 RT0357_MARKER: DB = BENCH MARK DISK
 RT0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0357_STAMPING: F 258 1935
 RT0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0357+STABILITY: SURFACE MOTION
 RT0357
 RT0357  HISTORY     - Date     Condition        Report By
 RT0357  HISTORY     - 1935     MONUMENTED       CGS
 RT0357
 RT0357                          STATION DESCRIPTION
 RT0357
 RT0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0357'15.2 MI E FROM CROW ROCK.
 RT0357'15.2 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT CROW ROCK,
 RT0357'0.8 MILE NORTHEAST OF A LARGE MOUND, 0.5 MILE WEST OF A CREEK, NEAR
 RT0357'THE MIDDLE OF A LONG GRADE, 33 FEET SOUTH OF THE CENTERLINE OF THE
 RT0357'ROAD, 3 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD. A
 RT0357'STANDARD DISK, STAMPED F 258 1935 AND SET IN THE TOP OF A CONCRETE
 RT0357'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0046 ***********************************************************************
 RT0046  DESIGNATION -  F 259
 RT0046  PID         -  RT0046
 RT0046  STATE/COUNTY-  MT/FALLON
 RT0046  USGS QUAD   -  ROCKING CHAIR BUTTE (1981)
 RT0046
 RT0046                         *CURRENT SURVEY CONTROL
 RT0046  ___________________________________________________________________
 RT0046* NAD 83(1986)-  46 39 22.     (N)    104 24 26.     (W)     SCALED    
 RT0046* NAVD 88     -       830.698  (meters)    2725.38   (feet)  ADJUSTED  
 RT0046  ___________________________________________________________________
 RT0046  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 RT0046  DYNAMIC HT  -         830.660 (meters)    2725.26  (feet)  COMP
 RT0046  MODELED GRAV-     980,540.7   (mgal)                       NAVD 88
 RT0046
 RT0046  VERT ORDER  -  SECOND    CLASS 0
 RT0046
 RT0046.The horizontal coordinates were scaled from a topographic map and have
 RT0046.an estimated accuracy of +/- 6 seconds.
 RT0046
 RT0046.The orthometric height was determined by differential leveling
 RT0046.and adjusted by the National Geodetic Survey in June 1991..
 RT0046
 RT0046.The geoid height was determined by GEOID03.
 RT0046
 RT0046.The dynamic height is computed by dividing the NAVD 88
 RT0046.geopotential number by the normal gravity value computed on the
 RT0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0046.degrees latitude (g = 980.6199 gals.).
 RT0046
 RT0046.The modeled gravity was interpolated from observed gravity values.
 RT0046
 RT0046;                    North         East    Units  Estimated Accuracy
 RT0046;SPC MT       -   280,030.      989,310.      MT  (+/- 180 meters Scaled)
 RT0046
 RT0046                          SUPERSEDED SURVEY CONTROL
 RT0046
 RT0046  NGVD 29 (??/??/92)  830.112  (m)         2723.46   (f) ADJ UNCH    2 0
 RT0046
 RT0046.Superseded values are not recommended for survey control.
 RT0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0046.See file dsdata.txt to determine how the superseded data were derived.
 RT0046
 RT0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM453671(NAD 83)
 RT0046_MARKER: DB = BENCH MARK DISK
 RT0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0046_STAMPING: F 259 1935
 RT0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0046+STABILITY: SURFACE MOTION
 RT0046
 RT0046  HISTORY     - Date     Condition        Report By
 RT0046  HISTORY     - 1935     MONUMENTED       CGS
 RT0046  HISTORY     - 1976     GOOD             USGS
 RT0046
 RT0046                          STATION DESCRIPTION
 RT0046
 RT0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0046'23.9 MI SW FROM CARLYLE.
 RT0046'IN FALLON COUNTY, 7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE,
 RT0046'WIBAUX COUNTY, 2 MILES NORTH, 3 MILES WEST, 3 MILES SOUTH, 1 MILE
 RT0046'WEST, 4 MILES SOUTHWEST, 2 MILES NORTH, AND 1.5 MILES WEST ALONG
 RT0046'ROADS.  0.3 MILE NORTH OF A GROUP OF RANCH CABINS, 100 FEET SOUTHWEST
 RT0046'OF A CREEK, AT A CURVE, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3
 RT0046'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE ROAD. A
 RT0046'STANDARD DISK, STAMPED F 259 1935 AND SET IN THE TOP OF A CONCRETE
 RT0046'POST.
 RT0046
 RT0046                          STATION RECOVERY (1976)
 RT0046
 RT0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0046'21 MI AIRLINE NNW OF BAKER, ON THE N BANK OF N FK CABIN CR NEAR N 1/4
 RT0046'COR OF SEC 3, T 10 N, R 58 E., 33 FT S OF AN ABANDONED RD. A STD
 RT0046'DISK, STAMPED E 259 1934, SET IN A CONC POST PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0224 ***********************************************************************
 TL0224  DESIGNATION -  F 26
 TL0224  PID         -  TL0224
 TL0224  STATE/COUNTY-  MT/LIBERTY
 TL0224  USGS QUAD   -  NORTH LOTHAIR SCHOOL (1962)
 TL0224
 TL0224                         *CURRENT SURVEY CONTROL
 TL0224  ___________________________________________________________________
 TL0224* NAD 83(1986)-  48 30 24.     (N)    111 08 23.     (W)     SCALED    
 TL0224* NAVD 88     -      1009.103  (meters)    3310.70   (feet)  ADJUSTED  
 TL0224  ___________________________________________________________________
 TL0224  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TL0224  DYNAMIC HT  -        1009.187 (meters)    3310.97  (feet)  COMP
 TL0224  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 TL0224
 TL0224  VERT ORDER  -  FIRST     CLASS II
 TL0224
 TL0224.The horizontal coordinates were scaled from a topographic map and have
 TL0224.an estimated accuracy of +/- 6 seconds.
 TL0224
 TL0224.The orthometric height was determined by differential leveling
 TL0224.and adjusted by the National Geodetic Survey in June 1991..
 TL0224
 TL0224.The geoid height was determined by GEOID03.
 TL0224
 TL0224.The dynamic height is computed by dividing the NAVD 88
 TL0224.geopotential number by the normal gravity value computed on the
 TL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0224.degrees latitude (g = 980.6199 gals.).
 TL0224
 TL0224.The modeled gravity was interpolated from observed gravity values.
 TL0224
 TL0224;                    North         East    Units  Estimated Accuracy
 TL0224;SPC MT       -   474,280.      478,880.      MT  (+/- 180 meters Scaled)
 TL0224
 TL0224                          SUPERSEDED SURVEY CONTROL
 TL0224
 TL0224  NGVD 29 (??/??/92) 1008.175  (m)         3307.65   (f) ADJ UNCH    1 2
 TL0224
 TL0224.Superseded values are not recommended for survey control.
 TL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0224.See file dsdata.txt to determine how the superseded data were derived.
 TL0224
 TL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU896726(NAD 83)
 TL0224_MARKER: DB = BENCH MARK DISK
 TL0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0224_STAMPING: 3307.654
 TL0224_PROJECTION: FLUSH
 TL0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0224+STABILITY: SURFACE MOTION
 TL0224
 TL0224  HISTORY     - Date     Condition        Report By
 TL0224  HISTORY     - UNK      MONUMENTED       CGS
 TL0224  HISTORY     - 1934     GOOD             NGS
 TL0224  HISTORY     - 1979     GOOD             NGS
 TL0224
 TL0224                          STATION DESCRIPTION
 TL0224
 TL0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0224'2.5 MI W FROM TIBER.
 TL0224'2.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM TIBER, LIBERTY
 TL0224'COUNTY, 3-1/2 POLES EAST OF MILEPOST 1031, AND 60 FEET NORTH OF THE
 TL0224'TRACK.  A STANDARD DISK, STAMPED 3307.654 AND SET IN THE TOP OF A
 TL0224'CONCRETE POST.
 TL0224
 TL0224                          STATION RECOVERY (1979)
 TL0224
 TL0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0224'8.1 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0224'IN CHESTER, 5 MILES EAST OF A GRAVELED ROAD LEADING NORTH TO
 TL0224'LOTHAIR, 53.6 FEET SOUTH OF A WIRE FENCE, 44.6 FEET NORTH OF THE
 TL0224'NORTH RAIL OF THE GREAT NORTHERN RAILROAD, 39.7 FEET NORTH-NORTHWEST
 TL0224'WHISTLE POST AND 14.3 FEET SOUTH OF TWIN UTILITY POLES NUMBER A 41
 TL0224'WITH 4 GUY WIRES.
 TL0224'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0041 ***********************************************************************
 RU0041  DESIGNATION -  F 260
 RU0041  PID         -  RU0041
 RU0041  STATE/COUNTY-  MT/ROSEBUD
 RU0041  USGS QUAD   -  ALKALI CREEK (1969)
 RU0041
 RU0041                         *CURRENT SURVEY CONTROL
 RU0041  ___________________________________________________________________
 RU0041* NAD 83(1986)-  46 43 47.     (N)    106 22 20.     (W)     SCALED    
 RU0041* NAVD 88     -       914.291  (meters)    2999.64   (feet)  ADJUSTED  
 RU0041  ___________________________________________________________________
 RU0041  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RU0041  DYNAMIC HT  -         914.222 (meters)    2999.41  (feet)  COMP
 RU0041  MODELED GRAV-     980,506.8   (mgal)                       NAVD 88
 RU0041
 RU0041  VERT ORDER  -  SECOND    CLASS 0
 RU0041
 RU0041.The horizontal coordinates were scaled from a topographic map and have
 RU0041.an estimated accuracy of +/- 6 seconds.
 RU0041
 RU0041.The orthometric height was determined by differential leveling
 RU0041.and adjusted by the National Geodetic Survey in June 1991..
 RU0041
 RU0041.The geoid height was determined by GEOID03.
 RU0041
 RU0041.The dynamic height is computed by dividing the NAVD 88
 RU0041.geopotential number by the normal gravity value computed on the
 RU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0041.degrees latitude (g = 980.6199 gals.).
 RU0041
 RU0041.The modeled gravity was interpolated from observed gravity values.
 RU0041
 RU0041;                    North         East    Units  Estimated Accuracy
 RU0041;SPC MT       -   280,320.      838,880.      MT  (+/- 180 meters Scaled)
 RU0041
 RU0041                          SUPERSEDED SURVEY CONTROL
 RU0041
 RU0041.No superseded survey control is available for this station.
 RU0041
 RU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM951760(NAD 83)
 RU0041_MARKER: DB = BENCH MARK DISK
 RU0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0041_STAMPING: F 260 1935
 RU0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0041+STABILITY: SURFACE MOTION
 RU0041
 RU0041  HISTORY     - Date     Condition        Report By
 RU0041  HISTORY     - 1935     MONUMENTED       CGS
 RU0041  HISTORY     - 1952     POOR             UOCO
 RU0041
 RU0041                          STATION DESCRIPTION
 RU0041
 RU0041'DESCRIBED BY UNION OIL COMPANY 1952
 RU0041'8.2 MI W FROM ANGELA.
 RU0041'8.2 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT ANGELA,
 RU0041'ROSEBUD COUNTY, 200 FEET WEST OF A COULEE, MIDWAY UP A STEEP HILL, AT
 RU0041'A SECTION LINE, 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET
 RU0041'EAST OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 RU0041'DISK, STAMPED F 260 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RU0041'IT WAS REPORTED IN OCTOBER 1952 BY A GEOLOGIST OF THE UNION OIL CO. OF
 RU0041'CALIF.  THAT THE MONUMENT HAS BEEN FOUND TO BE DAMAGED-- THE CEMENT
 RU0041'POST HAS BEEN PARTIALLY SMASHED AND POSSIBLY TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0162 ***********************************************************************
 SQ0162  DESIGNATION -  F 261
 SQ0162  PID         -  SQ0162
 SQ0162  STATE/COUNTY-  MT/GARFIELD
 SQ0162  USGS QUAD   -  DICE DAM (1965)
 SQ0162
 SQ0162                         *CURRENT SURVEY CONTROL
 SQ0162  ___________________________________________________________________
 SQ0162* NAD 83(1986)-  47 01 14.     (N)    106 50 32.     (W)     SCALED    
 SQ0162* NAVD 88     -       918.092  (meters)    3012.11   (feet)  ADJUSTED  
 SQ0162  ___________________________________________________________________
 SQ0162  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SQ0162  DYNAMIC HT  -         918.051 (meters)    3011.97  (feet)  COMP
 SQ0162  MODELED GRAV-     980,536.9   (mgal)                       NAVD 88
 SQ0162
 SQ0162  VERT ORDER  -  SECOND    CLASS 0
 SQ0162
 SQ0162.The horizontal coordinates were scaled from a topographic map and have
 SQ0162.an estimated accuracy of +/- 6 seconds.
 SQ0162
 SQ0162.The orthometric height was determined by differential leveling
 SQ0162.and adjusted by the National Geodetic Survey in June 1991..
 SQ0162
 SQ0162.The geoid height was determined by GEOID03.
 SQ0162
 SQ0162.The dynamic height is computed by dividing the NAVD 88
 SQ0162.geopotential number by the normal gravity value computed on the
 SQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0162.degrees latitude (g = 980.6199 gals.).
 SQ0162
 SQ0162.The modeled gravity was interpolated from observed gravity values.
 SQ0162
 SQ0162;                    North         East    Units  Estimated Accuracy
 SQ0162;SPC MT       -   311,290.      801,900.      MT  (+/- 180 meters Scaled)
 SQ0162
 SQ0162                          SUPERSEDED SURVEY CONTROL
 SQ0162
 SQ0162  NGVD 29 (??/??/92)  917.418  (m)         3009.90   (f) ADJ UNCH    2 0
 SQ0162
 SQ0162.Superseded values are not recommended for survey control.
 SQ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0162.See file dsdata.txt to determine how the superseded data were derived.
 SQ0162
 SQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN599090(NAD 83)
 SQ0162_MARKER: DB = BENCH MARK DISK
 SQ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0162_STAMPING: F 261 1935
 SQ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0162+STABILITY: SURFACE MOTION
 SQ0162
 SQ0162  HISTORY     - Date     Condition        Report By
 SQ0162  HISTORY     - 1935     MONUMENTED       CGS
 SQ0162  HISTORY     - 1965     GOOD             USGS
 SQ0162
 SQ0162                          STATION DESCRIPTION
 SQ0162
 SQ0162'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0162'13.4 MI SW FROM COHAGEN.
 SQ0162'COHAGEN, 13.4 MILES SW OF ALONG COUNTY ROAD.  600 FT. NE OF ABANDONED
 SQ0162'ROAD AT TINSLEY COULEE, 40 FT. SE OF ABANDONED ROAD.  SET IN CONCRETE
 SQ0162'POST, A STD. TABLET STAMPED F-261 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0242 ***********************************************************************
 RU0242  DESIGNATION -  F 262
 RU0242  PID         -  RU0242
 RU0242  STATE/COUNTY-  MT/ROSEBUD
 RU0242  USGS QUAD   -  ACORN FLATS (1965)
 RU0242
 RU0242                         *CURRENT SURVEY CONTROL
 RU0242  ___________________________________________________________________
 RU0242* NAD 83(1986)-  46 48 29.     (N)    107 07 13.     (W)     SCALED    
 RU0242* NAVD 88     -       996.999  (meters)    3270.99   (feet)  ADJUSTED  
 RU0242  ___________________________________________________________________
 RU0242  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RU0242  DYNAMIC HT  -         996.921 (meters)    3270.73  (feet)  COMP
 RU0242  MODELED GRAV-     980,500.7   (mgal)                       NAVD 88
 RU0242
 RU0242  VERT ORDER  -  SECOND    CLASS 0
 RU0242
 RU0242.The horizontal coordinates were scaled from a topographic map and have
 RU0242.an estimated accuracy of +/- 6 seconds.
 RU0242
 RU0242.The orthometric height was determined by differential leveling
 RU0242.and adjusted by the National Geodetic Survey in June 1991..
 RU0242
 RU0242.The geoid height was determined by GEOID03.
 RU0242
 RU0242.The dynamic height is computed by dividing the NAVD 88
 RU0242.geopotential number by the normal gravity value computed on the
 RU0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0242.degrees latitude (g = 980.6199 gals.).
 RU0242
 RU0242.The modeled gravity was interpolated from observed gravity values.
 RU0242
 RU0242;                    North         East    Units  Estimated Accuracy
 RU0242;SPC MT       -   287,010.      781,500.      MT  (+/- 180 meters Scaled)
 RU0242
 RU0242                          SUPERSEDED SURVEY CONTROL
 RU0242
 RU0242  NGVD 29 (??/??/92)  996.30   (m)         3268.7    (f) COMPUTED    2 0
 RU0242
 RU0242.Superseded values are not recommended for survey control.
 RU0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0242.See file dsdata.txt to determine how the superseded data were derived.
 RU0242
 RU0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM382860(NAD 83)
 RU0242_MARKER: DB = BENCH MARK DISK
 RU0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0242_STAMPING: F 262 1935
 RU0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0242+STABILITY: SURFACE MOTION
 RU0242
 RU0242  HISTORY     - Date     Condition        Report By
 RU0242  HISTORY     - 1935     MONUMENTED       CGS
 RU0242  HISTORY     - 1937     GOOD             NGS
 RU0242
 RU0242                          STATION DESCRIPTION
 RU0242
 RU0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0242'25.9 MI NE FROM INGOMAR.
 RU0242'25.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0242'300 FEET SOUTHEAST OF A GROUP OF PINE TREES, 200 FEET NORTHWEST OF A
 RU0242'CANYON, AND 40 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD. A
 RU0242'STANDARD DISK, STAMPED F 262 1935 AND SET IN THE TOP OF A CONCRETE
 RU0242'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0258 ***********************************************************************
 RU0258  DESIGNATION -  F 263
 RU0258  PID         -  RU0258
 RU0258  STATE/COUNTY-  MT/ROSEBUD
 RU0258  USGS QUAD   -  INGOMAR EAST (1960)
 RU0258
 RU0258                         *CURRENT SURVEY CONTROL
 RU0258  ___________________________________________________________________
 RU0258* NAD 83(1986)-  46 34 37.     (N)    107 21 26.     (W)     SCALED    
 RU0258* NAVD 88     -       925.091  (meters)    3035.07   (feet)  ADJUSTED  
 RU0258  ___________________________________________________________________
 RU0258  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 RU0258  DYNAMIC HT  -         925.020 (meters)    3034.84  (feet)  COMP
 RU0258  MODELED GRAV-     980,505.1   (mgal)                       NAVD 88
 RU0258
 RU0258  VERT ORDER  -  SECOND    CLASS 0
 RU0258
 RU0258.The horizontal coordinates were scaled from a topographic map and have
 RU0258.an estimated accuracy of +/- 6 seconds.
 RU0258
 RU0258.The orthometric height was determined by differential leveling
 RU0258.and adjusted by the National Geodetic Survey in June 1991..
 RU0258
 RU0258.The geoid height was determined by GEOID03.
 RU0258
 RU0258.The dynamic height is computed by dividing the NAVD 88
 RU0258.geopotential number by the normal gravity value computed on the
 RU0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0258.degrees latitude (g = 980.6199 gals.).
 RU0258
 RU0258.The modeled gravity was interpolated from observed gravity values.
 RU0258
 RU0258;                    North         East    Units  Estimated Accuracy
 RU0258;SPC MT       -   260,820.      764,140.      MT  (+/- 180 meters Scaled)
 RU0258
 RU0258                          SUPERSEDED SURVEY CONTROL
 RU0258
 RU0258  NGVD 29 (??/??/92)  924.426  (m)         3032.89   (f) ADJ UNCH    2 0
 RU0258
 RU0258.Superseded values are not recommended for survey control.
 RU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0258.See file dsdata.txt to determine how the superseded data were derived.
 RU0258
 RU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM193608(NAD 83)
 RU0258_MARKER: DB = BENCH MARK DISK
 RU0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0258_STAMPING: F 263 1935
 RU0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0258+STABILITY: SURFACE MOTION
 RU0258
 RU0258  HISTORY     - Date     Condition        Report By
 RU0258  HISTORY     - 1935     MONUMENTED       CGS
 RU0258
 RU0258                          STATION DESCRIPTION
 RU0258
 RU0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RU0258'1.0 MI E FROM INGOMAR.
 RU0258'1.0 MILE EAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY, AT THE
 RU0258'JUNCTION OF A ROAD, 150 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 RU0258'ROAD, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF THE
 RU0258'RIGHT-OF-WAY FENCE, AND 1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD
 RU0258'DISK, STAMPED F 263 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0163 ***********************************************************************
 TH0163  DESIGNATION -  F 269
 TH0163  PID         -  TH0163
 TH0163  STATE/COUNTY-  MT/SHERIDAN
 TH0163  USGS QUAD   -  RAYMOND (1983)
 TH0163
 TH0163                         *CURRENT SURVEY CONTROL
 TH0163  ___________________________________________________________________
 TH0163* NAD 83(1986)-  48 59 58.     (N)    104 34 28.     (W)     SCALED    
 TH0163* NAVD 88     -       714.290  (meters)    2343.47   (feet)  ADJUSTED  
 TH0163  ___________________________________________________________________
 TH0163  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TH0163  DYNAMIC HT  -         714.416 (meters)    2343.88  (feet)  COMP
 TH0163  MODELED GRAV-     980,762.3   (mgal)                       NAVD 88
 TH0163
 TH0163  VERT ORDER  -  SECOND    CLASS 0
 TH0163
 TH0163.The horizontal coordinates were scaled from a topographic map and have
 TH0163.an estimated accuracy of +/- 6 seconds.
 TH0163
 TH0163.The orthometric height was determined by differential leveling
 TH0163.and adjusted by the National Geodetic Survey in June 1991..
 TH0163
 TH0163.The geoid height was determined by GEOID03.
 TH0163
 TH0163.The dynamic height is computed by dividing the NAVD 88
 TH0163.geopotential number by the normal gravity value computed on the
 TH0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0163.degrees latitude (g = 980.6199 gals.).
 TH0163
 TH0163.The modeled gravity was interpolated from observed gravity values.
 TH0163
 TH0163;                    North         East    Units  Estimated Accuracy
 TH0163;SPC MT       -   539,130.      960,180.      MT  (+/- 180 meters Scaled)
 TH0163
 TH0163                          SUPERSEDED SURVEY CONTROL
 TH0163
 TH0163  NGVD 29 (??/??/92)  713.734  (m)         2341.64   (f) ADJ UNCH    2 0
 TH0163
 TH0163.Superseded values are not recommended for survey control.
 TH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0163.See file dsdata.txt to determine how the superseded data were derived.
 TH0163
 TH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ311274(NAD 83)
 TH0163_MARKER: DB = BENCH MARK DISK
 TH0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0163_STAMPING: F 269 1935
 TH0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0163+STABILITY: SURFACE MOTION
 TH0163
 TH0163  HISTORY     - Date     Condition        Report By
 TH0163  HISTORY     - 1935     MONUMENTED       CGS
 TH0163  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0163
 TH0163                          STATION DESCRIPTION
 TH0163
 TH0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0163'8.5 MI N FROM RAYMOND.
 TH0163'8.5 MILES NORTH ALONG THE REGWAY ROAD FROM THE MINNEAPOLIS, ST. PAUL
 TH0163'AND SAULT STE. MARIE RAILROAD STATION AT RAYMOND, SHERIDAN COUNTY, AT
 TH0163'A ROAD INTERSECTION, 48 FEET SOUTH OF THE CENTERLINE OF THE CROSS
 TH0163'ROAD, 35 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 50 FEET NORTH
 TH0163'OF A U.S. REPORT TO CUSTOMS SIGN, AND ABOUT 2-1/2 FEET LOWER THAN THE
 TH0163'ROAD.  A STANDARD DISK, STAMPED F 269 1935 AND SET IN THE TOP OF A
 TH0163'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TH0163'RAILWAY IS NOW THE SOO LINE RAILROAD.
 TH0163
 TH0163                          STATION RECOVERY (1977)
 TH0163
 TH0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0075 ***********************************************************************
 TK0075  DESIGNATION -  F 273
 TK0075  PID         -  TK0075
 TK0075  STATE/COUNTY-  MT/BLAINE
 TK0075  USGS QUAD   -  THREEMILE RESERVOIR (1964)
 TK0075
 TK0075                         *CURRENT SURVEY CONTROL
 TK0075  ___________________________________________________________________
 TK0075* NAD 83(1986)-  48 24 42.     (N)    108 43 00.     (W)     SCALED    
 TK0075* NAVD 88     -       809.795  (meters)    2656.80   (feet)  ADJUSTED  
 TK0075  ___________________________________________________________________
 TK0075  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 TK0075  DYNAMIC HT  -         809.881 (meters)    2657.08  (feet)  COMP
 TK0075  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 TK0075
 TK0075  VERT ORDER  -  SECOND    CLASS 0
 TK0075
 TK0075.The horizontal coordinates were scaled from a topographic map and have
 TK0075.an estimated accuracy of +/- 6 seconds.
 TK0075
 TK0075.The orthometric height was determined by differential leveling
 TK0075.and adjusted by the National Geodetic Survey in June 1991..
 TK0075
 TK0075.The geoid height was determined by GEOID03.
 TK0075
 TK0075.The dynamic height is computed by dividing the NAVD 88
 TK0075.geopotential number by the normal gravity value computed on the
 TK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0075.degrees latitude (g = 980.6199 gals.).
 TK0075
 TK0075.The modeled gravity was interpolated from observed gravity values.
 TK0075
 TK0075;                    North         East    Units  Estimated Accuracy
 TK0075;SPC MT       -   462,740.      657,970.      MT  (+/- 180 meters Scaled)
 TK0075
 TK0075                          SUPERSEDED SURVEY CONTROL
 TK0075
 TK0075  NGVD 29 (??/??/92)  809.016  (m)         2654.25   (f) ADJ UNCH    2 0
 TK0075
 TK0075.Superseded values are not recommended for survey control.
 TK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0075.See file dsdata.txt to determine how the superseded data were derived.
 TK0075
 TK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU689645(NAD 83)
 TK0075_MARKER: DB = BENCH MARK DISK
 TK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0075_STAMPING: F 273 1935
 TK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0075+STABILITY: SURFACE MOTION
 TK0075
 TK0075  HISTORY     - Date     Condition        Report By
 TK0075  HISTORY     - 1935     MONUMENTED       CGS
 TK0075
 TK0075                          STATION DESCRIPTION
 TK0075
 TK0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0075'4.4 MI SE FROM HARLEM.
 TK0075'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM HARLEM, BLAINE COUNTY,
 TK0075'5.9 MILES SOUTH ALONG THE HAYS ROAD.  3.8 MILES SOUTHEAST OF THE
 TK0075'JUNCTION OF THE SNAKE BUTTE ROAD, AT THE CREST OF A RISE, 105 FEET
 TK0075'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A
 TK0075'STANDARD DISK, STAMPED F 273 1935 AND SET IN THE TOP OF A CONCRETE
 TK0075'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0104 ***********************************************************************
 TK0104  DESIGNATION -  F 274
 TK0104  PID         -  TK0104
 TK0104  STATE/COUNTY-  MT/BLAINE
 TK0104  USGS QUAD   -  PUTNAM LAKE (1971)
 TK0104
 TK0104                         *CURRENT SURVEY CONTROL
 TK0104  ___________________________________________________________________
 TK0104* NAD 83(1986)-  48 11 31.     (N)    108 53 16.     (W)     SCALED    
 TK0104* NAVD 88     -       962.038  (meters)    3156.29   (feet)  ADJUSTED  
 TK0104  ___________________________________________________________________
 TK0104  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 TK0104  DYNAMIC HT  -         962.085 (meters)    3156.44  (feet)  COMP
 TK0104  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 TK0104
 TK0104  VERT ORDER  -  SECOND    CLASS 0
 TK0104
 TK0104.The horizontal coordinates were scaled from a topographic map and have
 TK0104.an estimated accuracy of +/- 6 seconds.
 TK0104
 TK0104.The orthometric height was determined by differential leveling
 TK0104.and adjusted by the National Geodetic Survey in June 1991..
 TK0104
 TK0104.The geoid height was determined by GEOID03.
 TK0104
 TK0104.The dynamic height is computed by dividing the NAVD 88
 TK0104.geopotential number by the normal gravity value computed on the
 TK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0104.degrees latitude (g = 980.6199 gals.).
 TK0104
 TK0104.The modeled gravity was interpolated from observed gravity values.
 TK0104
 TK0104;                    North         East    Units  Estimated Accuracy
 TK0104;SPC MT       -   438,210.      645,500.      MT  (+/- 180 meters Scaled)
 TK0104
 TK0104                          SUPERSEDED SURVEY CONTROL
 TK0104
 TK0104  NGVD 29 (??/??/92)  961.238  (m)         3153.66   (f) ADJ UNCH    2 0
 TK0104
 TK0104.Superseded values are not recommended for survey control.
 TK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0104.See file dsdata.txt to determine how the superseded data were derived.
 TK0104
 TK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU569397(NAD 83)
 TK0104_MARKER: DB = BENCH MARK DISK
 TK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0104_STAMPING: F 274 1935
 TK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0104+STABILITY: SURFACE MOTION
 TK0104
 TK0104  HISTORY     - Date     Condition        Report By
 TK0104  HISTORY     - 1935     MONUMENTED       CGS
 TK0104  HISTORY     - 1971     GOOD             USGS
 TK0104
 TK0104                          STATION DESCRIPTION
 TK0104
 TK0104'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 TK0104'28.2 MI SW FROM HARLEM.
 TK0104'THIS BENCH MARK MAY BE REACHED FROM THE STATION AT HARLEM BY GOING 4.4
 TK0104'MI. SE ALONG U.S. HWY. 2, 2.2 MI. S. ALONG THE HAYS RD. AND 21.1 MILES
 TK0104'S.W. ALONG THE OLD ROAD TO PUTNAM LAKE.  IT IS ON THE FORT BELKNAP
 TK0104'INDIAN RESERVATION BOUNDARY, 0.5 MI. S. OF A T-FEN. W, JUST SOUTH OF A
 TK0104'LOW HILL, NEAR THE S.E. COR OF S.9, T 28 N, R 22 E, 80 FT. NORTH OF A
 TK0104'GATE AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK STAMPED F 274 1935
 TK0104'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0238 ***********************************************************************
 SR0238  DESIGNATION -  F 275
 SR0238  PID         -  SR0238
 SR0238  STATE/COUNTY-  MT/PHILLIPS
 SR0238  USGS QUAD   -  ZORTMAN (1971)
 SR0238
 SR0238                         *CURRENT SURVEY CONTROL
 SR0238  ___________________________________________________________________
 SR0238* NAD 83(1986)-  47 57 09.     (N)    108 32 57.     (W)     SCALED    
 SR0238* NAVD 88     -      1532.625  (meters)    5028.29   (feet)  ADJUSTED  
 SR0238  ___________________________________________________________________
 SR0238  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 SR0238  DYNAMIC HT  -        1532.518 (meters)    5027.94  (feet)  COMP
 SR0238  MODELED GRAV-     980,486.3   (mgal)                       NAVD 88
 SR0238
 SR0238  VERT ORDER  -  SECOND    CLASS 0
 SR0238
 SR0238.The horizontal coordinates were scaled from a topographic map and have
 SR0238.an estimated accuracy of +/- 6 seconds.
 SR0238
 SR0238.The orthometric height was determined by differential leveling
 SR0238.and adjusted by the National Geodetic Survey in June 1991..
 SR0238
 SR0238.The geoid height was determined by GEOID03.
 SR0238
 SR0238.The dynamic height is computed by dividing the NAVD 88
 SR0238.geopotential number by the normal gravity value computed on the
 SR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0238.degrees latitude (g = 980.6199 gals.).
 SR0238
 SR0238.The modeled gravity was interpolated from observed gravity values.
 SR0238
 SR0238;                    North         East    Units  Estimated Accuracy
 SR0238;SPC MT       -   411,850.      670,990.      MT  (+/- 180 meters Scaled)
 SR0238
 SR0238                          SUPERSEDED SURVEY CONTROL
 SR0238
 SR0238  NGVD 29 (??/??/92) 1531.735  (m)         5025.37   (f) ADJ UNCH    2 0
 SR0238
 SR0238.Superseded values are not recommended for survey control.
 SR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0238.See file dsdata.txt to determine how the superseded data were derived.
 SR0238
 SR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU829139(NAD 83)
 SR0238_MARKER: DB = BENCH MARK DISK
 SR0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0238_STAMPING: F 275 1935
 SR0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0238+STABILITY: SURFACE MOTION
 SR0238
 SR0238  HISTORY     - Date     Condition        Report By
 SR0238  HISTORY     - 1935     MONUMENTED       CGS
 SR0238  HISTORY     - 1937     GOOD             NGS
 SR0238
 SR0238                          STATION DESCRIPTION
 SR0238
 SR0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SR0238'4.5 MI NW FROM ZORTMAN.
 SR0238'4.5 MILES NORTHWEST ALONG THE LODGEPOLE ROAD FROM THE POST OFFICE AT
 SR0238'ZORTMAN, PHILLIPS COUNTY, AT THE JUNCTION OF A T-ROAD LEADING
 SR0238'NORTHEAST TO BEAVER CREEK, AT THE CREST OF A HILL, 25 FEET SOUTHEAST
 SR0238'OF THE CENTER OF THE JUNCTION, AND LEVEL WITH THE ROAD.  A STANDARD
 SR0238'DISK, STAMPED F 275 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0037 ***********************************************************************
 TK0037  DESIGNATION -  F 276
 TK0037  PID         -  TK0037
 TK0037  STATE/COUNTY-  MT/PHILLIPS
 TK0037  USGS QUAD   -  ESTER LAKE (1971)
 TK0037
 TK0037                         *CURRENT SURVEY CONTROL
 TK0037  ___________________________________________________________________
 TK0037* NAD 83(1986)-  48 04 02.     (N)    108 18 28.     (W)     SCALED    
 TK0037* NAVD 88     -       835.009  (meters)    2739.53   (feet)  ADJUSTED  
 TK0037  ___________________________________________________________________
 TK0037  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TK0037  DYNAMIC HT  -         835.044 (meters)    2739.64  (feet)  COMP
 TK0037  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 TK0037
 TK0037  VERT ORDER  -  SECOND    CLASS 0
 TK0037
 TK0037.The horizontal coordinates were scaled from a topographic map and have
 TK0037.an estimated accuracy of +/- 6 seconds.
 TK0037
 TK0037.The orthometric height was determined by differential leveling
 TK0037.and adjusted by the National Geodetic Survey in June 1991..
 TK0037
 TK0037.The geoid height was determined by GEOID03.
 TK0037
 TK0037.The dynamic height is computed by dividing the NAVD 88
 TK0037.geopotential number by the normal gravity value computed on the
 TK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0037.degrees latitude (g = 980.6199 gals.).
 TK0037
 TK0037.The modeled gravity was interpolated from observed gravity values.
 TK0037
 TK0037;                    North         East    Units  Estimated Accuracy
 TK0037;SPC MT       -   424,840.      688,810.      MT  (+/- 180 meters Scaled)
 TK0037
 TK0037                          SUPERSEDED SURVEY CONTROL
 TK0037
 TK0037  NGVD 29 (??/??/92)  834.250  (m)         2737.04   (f) ADJ UNCH    2 0
 TK0037
 TK0037.Superseded values are not recommended for survey control.
 TK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0037.See file dsdata.txt to determine how the superseded data were derived.
 TK0037
 TK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU005272(NAD 83)
 TK0037_MARKER: DB = BENCH MARK DISK
 TK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0037_STAMPING: F 276 1935
 TK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0037+STABILITY: SURFACE MOTION
 TK0037
 TK0037  HISTORY     - Date     Condition        Report By
 TK0037  HISTORY     - 1935     MONUMENTED       CGS
 TK0037  HISTORY     - 1948     GOOD             NGS
 TK0037
 TK0037                          STATION DESCRIPTION
 TK0037
 TK0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TK0037'11.8 MI NE FROM LODGEPOLE.
 TK0037'IN PHILLIPS COUNTY, 11.8 MILES NORTHEAST ALONG A DIRT ROAD LEADING TO
 TK0037'BROOKSIDE SCHOOL FROM THE STONE CHURCH AT LODGEPOLE, BLAINE COUNTY,
 TK0037'0.7 MILE WEST AND 1.0 MILE SOUTH OF BROOKSIDE SCHOOL, 103 FEET
 TK0037'SOUTHWEST OF THE T-JUNCTION OF THE DODSON-ZORTMAN ROAD, 104 FEET WEST
 TK0037'OF THE CENTERLINE OF THE DODSON-ZORTMAN ROAD, 41.5 FEET SOUTH OF THE
 TK0037'CENTERLINE OF THE LODGEPOLE ROAD, AND 12.5 FEET SOUTH OF A FENCE.  A
 TK0037'STANDARD DISK, STAMPED F 276 1935 AND SET IN THE TOP OF A CONCRETE
 TK0037'POST PROJECTING 0.2 FOOT ABOVE GROUND.  NOTE-- THIS MARK IS 24.7 MILES
 TK0037'SOUTH OF THE GREAT NORTHERN RAILWAY STATION AT DODSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0052 ***********************************************************************
 SR0052  DESIGNATION -  F 277
 SR0052  PID         -  SR0052
 SR0052  STATE/COUNTY-  MT/PHILLIPS
 SR0052  USGS QUAD   -  DRY COULEE (1965)
 SR0052
 SR0052                         *CURRENT SURVEY CONTROL
 SR0052  ___________________________________________________________________
 SR0052* NAD 83(1986)-  47 35 23.     (N)    108 09 14.     (W)     SCALED    
 SR0052* NAVD 88     -       687.064  (meters)    2254.14   (feet)  ADJUSTED  
 SR0052  ___________________________________________________________________
 SR0052  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 SR0052  DYNAMIC HT  -         687.076 (meters)    2254.18  (feet)  COMP
 SR0052  MODELED GRAV-     980,607.8   (mgal)                       NAVD 88
 SR0052
 SR0052  VERT ORDER  -  SECOND    CLASS 0
 SR0052
 SR0052.The horizontal coordinates were scaled from a topographic map and have
 SR0052.an estimated accuracy of +/- 6 seconds.
 SR0052
 SR0052.The orthometric height was determined by differential leveling
 SR0052.and adjusted by the National Geodetic Survey in June 1991..
 SR0052
 SR0052.The geoid height was determined by GEOID03.
 SR0052
 SR0052.The dynamic height is computed by dividing the NAVD 88
 SR0052.geopotential number by the normal gravity value computed on the
 SR0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0052.degrees latitude (g = 980.6199 gals.).
 SR0052
 SR0052.The modeled gravity was interpolated from observed gravity values.
 SR0052
 SR0052;                    North         East    Units  Estimated Accuracy
 SR0052;SPC MT       -   371,970.      701,190.      MT  (+/- 180 meters Scaled)
 SR0052
 SR0052                          SUPERSEDED SURVEY CONTROL
 SR0052
 SR0052  NGVD 29 (??/??/92)  686.320  (m)         2251.70   (f) ADJ UNCH    2 0
 SR0052
 SR0052.Superseded values are not recommended for survey control.
 SR0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0052.See file dsdata.txt to determine how the superseded data were derived.
 SR0052
 SR0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT139746(NAD 83)
 SR0052_MARKER: DB = BENCH MARK DISK
 SR0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0052_STAMPING: F 277 1935
 SR0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0052+STABILITY: SURFACE MOTION
 SR0052
 SR0052  HISTORY     - Date     Condition        Report By
 SR0052  HISTORY     - 1935     MONUMENTED       CGS
 SR0052  HISTORY     - 1965     MARK NOT FOUND   USGS
 SR0052
 SR0052                          STATION DESCRIPTION
 SR0052
 SR0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SR0052'31.8 MI NE FROM WILDER.
 SR0052'IN PHILLIPS COUNTY, 12.5 MILES NORTH ALONG THE ZORTMAN ROAD FROM
 SR0052'WILDER, FERGUS COUNTY, 19.3 MILES EAST ALONG THE LEGG ROAD.  OPPOSITE
 SR0052'A DRAW, 30 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 30 FEET EAST OF A
 SR0052'SMALL WASH.  A STANDARD DISK, STAMPED F 277 1935 AND SET IN THE TOP OF
 SR0052'A CONCRETE POST.
 SR0052
 SR0052                          STATION RECOVERY (1965)
 SR0052
 SR0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SR0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0233 ***********************************************************************
 TK0233  DESIGNATION -  F 279
 TK0233  PID         -  TK0233
 TK0233  STATE/COUNTY-  MT/HILL
 TK0233  USGS QUAD   -  BIG JOHN BUTTE (1984)
 TK0233
 TK0233                         *CURRENT SURVEY CONTROL
 TK0233  ___________________________________________________________________
 TK0233* NAD 83(1986)-  48 07 57.     (N)    109 35 41.     (W)     SCALED    
 TK0233* NAVD 88     -      1369.450  (meters)    4492.94   (feet)  ADJUSTED  
 TK0233  ___________________________________________________________________
 TK0233  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 TK0233  DYNAMIC HT  -        1369.405 (meters)    4492.79  (feet)  COMP
 TK0233  MODELED GRAV-     980,529.6   (mgal)                       NAVD 88
 TK0233
 TK0233  VERT ORDER  -  SECOND    CLASS 0
 TK0233
 TK0233.The horizontal coordinates were scaled from a topographic map and have
 TK0233.an estimated accuracy of +/- 6 seconds.
 TK0233
 TK0233.The orthometric height was determined by differential leveling
 TK0233.and adjusted by the National Geodetic Survey in June 1991..
 TK0233
 TK0233.The geoid height was determined by GEOID03.
 TK0233
 TK0233.The dynamic height is computed by dividing the NAVD 88
 TK0233.geopotential number by the normal gravity value computed on the
 TK0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0233.degrees latitude (g = 980.6199 gals.).
 TK0233
 TK0233.The modeled gravity was interpolated from observed gravity values.
 TK0233
 TK0233;                    North         East    Units  Estimated Accuracy
 TK0233;SPC MT       -   431,430.      592,950.      MT  (+/- 180 meters Scaled)
 TK0233
 TK0233                          SUPERSEDED SURVEY CONTROL
 TK0233
 TK0233  NGVD 29 (??/??/92) 1368.578  (m)         4490.08   (f) ADJ UNCH    2 0
 TK0233
 TK0233.Superseded values are not recommended for survey control.
 TK0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0233.See file dsdata.txt to determine how the superseded data were derived.
 TK0233
 TK0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU045319(NAD 83)
 TK0233_MARKER: DB = BENCH MARK DISK
 TK0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0233_STAMPING: F 279 1935
 TK0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0233+STABILITY: SURFACE MOTION
 TK0233
 TK0233  HISTORY     - Date     Condition        Report By
 TK0233  HISTORY     - 1935     MONUMENTED       CGS
 TK0233
 TK0233                          STATION DESCRIPTION
 TK0233
 TK0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0233'5.1 MI N FROM WARRICK.
 TK0233'IN HILL COUNTY, 5.1 MILES NORTH ALONG THE HAVRE ROAD FROM THE JUNCTION
 TK0233'OF THE WARRICK-BIG SANDY ROAD AT WARRICK, CHOUTEAU COUNTY, 200 FEET
 TK0233'NORTH OF DIP THROUGH A WASH, AT THE CREST OF A LOW RISE, 24 FEET EAST
 TK0233'OF THE CENTERLINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 TK0233'A STANDARD DISK, STAMPED F 279 1935 AND SET IN THE TOP OF A CONCRETE
 TK0233'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0063 ***********************************************************************
 RU0063  DESIGNATION -  F 28
 RU0063  PID         -  RU0063
 RU0063  STATE/COUNTY-  MT/ROSEBUD
 RU0063  USGS QUAD   -  HATHAWAY (1984)
 RU0063
 RU0063                         *CURRENT SURVEY CONTROL
 RU0063  ___________________________________________________________________
 RU0063* NAD 83(1986)-  46 16 35.     (N)    106 11 51.     (W)     SCALED    
 RU0063* NAVD 88     -       743.471  (meters)    2439.20   (feet)  ADJUSTED  
 RU0063  ___________________________________________________________________
 RU0063  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 RU0063  DYNAMIC HT  -         743.397 (meters)    2438.96  (feet)  COMP
 RU0063  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 RU0063
 RU0063  VERT ORDER  -  FIRST     CLASS II
 RU0063
 RU0063.The horizontal coordinates were scaled from a topographic map and have
 RU0063.an estimated accuracy of +/- 6 seconds.
 RU0063
 RU0063.The orthometric height was determined by differential leveling
 RU0063.and adjusted by the National Geodetic Survey in June 1991..
 RU0063
 RU0063.The geoid height was determined by GEOID03.
 RU0063
 RU0063.The dynamic height is computed by dividing the NAVD 88
 RU0063.geopotential number by the normal gravity value computed on the
 RU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0063.degrees latitude (g = 980.6199 gals.).
 RU0063
 RU0063.The modeled gravity was interpolated from observed gravity values.
 RU0063
 RU0063;                    North         East    Units  Estimated Accuracy
 RU0063;SPC MT       -   230,550.      854,340.      MT  (+/- 180 meters Scaled)
 RU0063
 RU0063                          SUPERSEDED SURVEY CONTROL
 RU0063
 RU0063  NGVD 29 (??/??/92)  742.867  (m)         2437.22   (f) ADJ UNCH    1 2
 RU0063
 RU0063.Superseded values are not recommended for survey control.
 RU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0063.See file dsdata.txt to determine how the superseded data were derived.
 RU0063
 RU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM077254(NAD 83)
 RU0063_MARKER: DB = BENCH MARK DISK
 RU0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0063_SP_SET: BRIDGE
 RU0063_STAMPING: F 28 1915 2437.223
 RU0063_MARK LOGO: CGS   
 RU0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0063
 RU0063  HISTORY     - Date     Condition        Report By
 RU0063  HISTORY     - 1915     MONUMENTED       CGS
 RU0063  HISTORY     - 1960     GOOD             NGS
 RU0063  HISTORY     - 1981     GOOD             NGS
 RU0063
 RU0063                          STATION DESCRIPTION
 RU0063
 RU0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0063'12.6 MI NE FROM ROSEBUD.
 RU0063'ABOUT 12.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0063'STATION AT ROSEBUD, 0.25 MILES NORTHEAST OF MILEPOST 99, IN SECTION
 RU0063'15, R 44 E, T 6 N, 54 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 115 FEET
 RU0063'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 10, 151 FEET
 RU0063'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE TELEPHONE HOUSE AT
 RU0063'HATHAWAY, 162 FEET EAST OF THE EAST END OF A BRIDGE, 33 1/2 FEET
 RU0063'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 RU0063'1.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 RU0063'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 RU0063
 RU0063                          STATION RECOVERY (1981)
 RU0063
 RU0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0063'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0063'0.2 KM (0.1 MI) SOUTHWEST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0063'ROAD) FROM THE POST OFFICE IN HATHWAY, 0.4 KM (0.25 MI) NORTHEAST OF
 RU0063'THE BURLINGTON NORTHERN RAILROAD MILE POST 99, 49.4 METERS (162.0 FT)
 RU0063'EAST OF THE SOUTHEAST CORNER OF A WOODEN RAILROAD TRESTLE, 46.0 METERS
 RU0063'(151.0 FT) SOUTHWEST OF THE SOUTH CORNER OF THE RAILROAD TELEPHONE
 RU0063'HOUSE, 34.4 METERS (113.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 RU0063'HIGHWAY, 7.9 METERS (26.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, AND
 RU0063'10.2 METERS (33.5 FT) SOUTHWEST OF A UTILITY POLE.
 RU0063'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RU0063'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0171 ***********************************************************************
 TK0171  DESIGNATION -  F 280
 TK0171  PID         -  TK0171
 TK0171  STATE/COUNTY-  MT/BLAINE
 TK0171  USGS QUAD   -  CLEVELAND (1987)
 TK0171
 TK0171                         *CURRENT SURVEY CONTROL
 TK0171  ___________________________________________________________________
 TK0171* NAD 83(1986)-  48 16 12.     (N)    109 09 06.     (W)     SCALED    
 TK0171* NAVD 88     -      1068.723  (meters)    3506.30   (feet)  ADJUSTED  
 TK0171  ___________________________________________________________________
 TK0171  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 TK0171  DYNAMIC HT  -        1068.779 (meters)    3506.49  (feet)  COMP
 TK0171  MODELED GRAV-     980,626.2   (mgal)                       NAVD 88
 TK0171
 TK0171  VERT ORDER  -  SECOND    CLASS 0
 TK0171
 TK0171.The horizontal coordinates were scaled from a topographic map and have
 TK0171.an estimated accuracy of +/- 6 seconds.
 TK0171
 TK0171.The orthometric height was determined by differential leveling
 TK0171.and adjusted by the National Geodetic Survey in June 1991..
 TK0171
 TK0171.The geoid height was determined by GEOID03.
 TK0171
 TK0171.The dynamic height is computed by dividing the NAVD 88
 TK0171.geopotential number by the normal gravity value computed on the
 TK0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0171.degrees latitude (g = 980.6199 gals.).
 TK0171
 TK0171.The modeled gravity was interpolated from observed gravity values.
 TK0171
 TK0171;                    North         East    Units  Estimated Accuracy
 TK0171;SPC MT       -   446,760.      625,850.      MT  (+/- 180 meters Scaled)
 TK0171
 TK0171                          SUPERSEDED SURVEY CONTROL
 TK0171
 TK0171  NGVD 29 (??/??/92) 1067.918  (m)         3503.66   (f) ADJ UNCH    2 0
 TK0171
 TK0171.Superseded values are not recommended for survey control.
 TK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0171.See file dsdata.txt to determine how the superseded data were derived.
 TK0171
 TK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU371479(NAD 83)
 TK0171_MARKER: DB = BENCH MARK DISK
 TK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0171_STAMPING: F 280 1935
 TK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0171+STABILITY: SURFACE MOTION
 TK0171
 TK0171  HISTORY     - Date     Condition        Report By
 TK0171  HISTORY     - 1935     MONUMENTED       CGS
 TK0171  HISTORY     - 1953     GOOD             DOD
 TK0171
 TK0171                          STATION DESCRIPTION
 TK0171
 TK0171'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TK0171'IN CLEVELAND.
 TK0171'AT CLEVELAND, BLAINE COUNTY, ON THE CHINOOK ROAD, AT THE SOUTHEAST
 TK0171'CORNER OF THE SCHOOL GROUNDS, AT A ROAD INTERSECTION, 56 FEET NORTH OF
 TK0171'THE CENTERLINE OF THE CHINOOK ROAD, 45 FEET WEST OF THE CENTERLINE OF
 TK0171'THE NORTH-SOUTH ROAD, 18 FEET WEST OF A FENCE CORNER, AT THE FENCE. A
 TK0171'STANDARD DISK, STAMPED F 280 1935 AND SET IN THE TOP OF A CONCRETE
 TK0171'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0172 ***********************************************************************
 TK0172  DESIGNATION -  F 280 RESET
 TK0172  PID         -  TK0172
 TK0172  STATE/COUNTY-  MT/BLAINE
 TK0172  USGS QUAD   -  CLEVELAND (1987)
 TK0172
 TK0172                         *CURRENT SURVEY CONTROL
 TK0172  ___________________________________________________________________
 TK0172* NAD 83(1986)-  48 16 12.     (N)    109 09 06.     (W)     SCALED    
 TK0172* NAVD 88     -      1067.19   (meters)    3501.3    (feet)  RESET     
 TK0172  ___________________________________________________________________
 TK0172  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 TK0172
 TK0172  VERT ORDER  -  THIRD
 TK0172
 TK0172.The horizontal coordinates were scaled from a topographic map and have
 TK0172.an estimated accuracy of +/- 6 seconds.
 TK0172
 TK0172.The orthometric height was computed from unverified reset data.
 TK0172
 TK0172.The geoid height was determined by GEOID03.
 TK0172
 TK0172;                    North         East    Units  Estimated Accuracy
 TK0172;SPC MT       -   446,760.      625,850.      MT  (+/- 180 meters Scaled)
 TK0172
 TK0172                          SUPERSEDED SURVEY CONTROL
 TK0172
 TK0172.No superseded survey control is available for this station.
 TK0172
 TK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU371479(NAD 83)
 TK0172_MARKER: DB = BENCH MARK DISK
 TK0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0172_STAMPING: F 280 1935 RESET 1957
 TK0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0172+STABILITY: SURFACE MOTION
 TK0172
 TK0172  HISTORY     - Date     Condition        Report By
 TK0172  HISTORY     - 1957     MONUMENTED       MTDH
 TK0172  HISTORY     - 1984     MARK NOT FOUND   USGS
 TK0172
 TK0172                          STATION DESCRIPTION
 TK0172
 TK0172'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1957
 TK0172'IN CLEVELAND.
 TK0172'AT CLEVELAND, AT THE INTERSECTION OF THE CLEVELAND-CHINOOK ROAD AND
 TK0172'THE CLEVELAND-LLOYD ROAD.  THE MARK IS LOCATED 70 FEET SOUTH ON THE
 TK0172'CLEVELAND-LLOYD ROAD AND 100 FEET NORTH AND 100 FEET WEST ON THE
 TK0172'CLEVELAND-CHINOOK ROAD AND 70 FEET SOUTH.  NEAR THE SOUTHEAST CORNER
 TK0172'OF AN OLD HOUSE BASEMENT.
 TK0172
 TK0172                          STATION RECOVERY (1984)
 TK0172
 TK0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 TK0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0196 ***********************************************************************
 TK0196  DESIGNATION -  F 281
 TK0196  PID         -  TK0196
 TK0196  STATE/COUNTY-  MT/BLAINE
 TK0196  USGS QUAD   -  WILLIAMSON BUTTE (1987)
 TK0196
 TK0196                         *CURRENT SURVEY CONTROL
 TK0196  ___________________________________________________________________
 TK0196* NAD 83(1986)-  48 03 34.     (N)    109 21 53.     (W)     SCALED    
 TK0196* NAVD 88     -      1270.221  (meters)    4167.38   (feet)  ADJUSTED  
 TK0196  ___________________________________________________________________
 TK0196  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 TK0196  DYNAMIC HT  -        1270.203 (meters)    4167.32  (feet)  COMP
 TK0196  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 TK0196
 TK0196  VERT ORDER  -  SECOND    CLASS 0
 TK0196
 TK0196.The horizontal coordinates were scaled from a topographic map and have
 TK0196.an estimated accuracy of +/- 6 seconds.
 TK0196
 TK0196.The orthometric height was determined by differential leveling
 TK0196.and adjusted by the National Geodetic Survey in June 1991..
 TK0196
 TK0196.The geoid height was determined by GEOID03.
 TK0196
 TK0196.The dynamic height is computed by dividing the NAVD 88
 TK0196.geopotential number by the normal gravity value computed on the
 TK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0196.degrees latitude (g = 980.6199 gals.).
 TK0196
 TK0196.The modeled gravity was interpolated from observed gravity values.
 TK0196
 TK0196;                    North         East    Units  Estimated Accuracy
 TK0196;SPC MT       -   423,310.      610,080.      MT  (+/- 180 meters Scaled)
 TK0196
 TK0196                          SUPERSEDED SURVEY CONTROL
 TK0196
 TK0196  NGVD 29 (??/??/92) 1269.376  (m)         4164.61   (f) ADJ UNCH    2 0
 TK0196
 TK0196.Superseded values are not recommended for survey control.
 TK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0196.See file dsdata.txt to determine how the superseded data were derived.
 TK0196
 TK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU218242(NAD 83)
 TK0196_MARKER: DB = BENCH MARK DISK
 TK0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0196_STAMPING: F 281 1935
 TK0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0196+STABILITY: SURFACE MOTION
 TK0196
 TK0196  HISTORY     - Date     Condition        Report By
 TK0196  HISTORY     - 1935     MONUMENTED       CGS
 TK0196  HISTORY     - 1955     GOOD             USGS
 TK0196
 TK0196                          STATION DESCRIPTION
 TK0196
 TK0196'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0196'26.0 MI SW FROM CLEVELAND.
 TK0196'26.0 MILES SOUTHWEST ALONG THE LEROY ROAD FROM THE JUNCTION OF THE
 TK0196'CHINOOK ROAD  AT CLEVELAND, BLAINE COUNTY, 0.1 MILE NORTHEAST OF THE
 TK0196'CREST OF A HILL, 75 FEET SOUTHWEST OF A CULVERT, AT THE JUNCTION OF A
 TK0196'T-ROAD LEADING NORTHWEST, 75 FEET NORTHWEST OF THE CENTERLINE OF THE
 TK0196'ROAD, 40 FEET NORTH OF ROAD AT DIM TRAIL NORTHWEST, 39 FEET NORTHEAST
 TK0196'OF THE CENTER OF A GATE, AND AT A FENCE.  A STANDARD DISK, STAMPED F
 TK0196'281 1935 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0268 ***********************************************************************
 TH0268  DESIGNATION -  F 286
 TH0268  PID         -  TH0268
 TH0268  STATE/COUNTY-  MT/ROOSEVELT
 TH0268  USGS QUAD   -  BEARS NEST (1983)
 TH0268
 TH0268                         *CURRENT SURVEY CONTROL
 TH0268  ___________________________________________________________________
 TH0268* NAD 83(1986)-  48 28 37.     (N)    105 23 10.     (W)     SCALED    
 TH0268* NAVD 88     -       720.960  (meters)    2365.35   (feet)  ADJUSTED  
 TH0268  ___________________________________________________________________
 TH0268  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TH0268  DYNAMIC HT  -         721.057 (meters)    2365.67  (feet)  COMP
 TH0268  MODELED GRAV-     980,721.3   (mgal)                       NAVD 88
 TH0268
 TH0268  VERT ORDER  -  SECOND    CLASS 0
 TH0268
 TH0268.The horizontal coordinates were scaled from a topographic map and have
 TH0268.an estimated accuracy of +/- 6 seconds.
 TH0268
 TH0268.The orthometric height was determined by differential leveling
 TH0268.and adjusted by the National Geodetic Survey in June 1991..
 TH0268
 TH0268.The geoid height was determined by GEOID03.
 TH0268
 TH0268.The dynamic height is computed by dividing the NAVD 88
 TH0268.geopotential number by the normal gravity value computed on the
 TH0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0268.degrees latitude (g = 980.6199 gals.).
 TH0268
 TH0268.The modeled gravity was interpolated from observed gravity values.
 TH0268
 TH0268;                    North         East    Units  Estimated Accuracy
 TH0268;SPC MT       -   477,690.      903,940.      MT  (+/- 180 meters Scaled)
 TH0268
 TH0268                          SUPERSEDED SURVEY CONTROL
 TH0268
 TH0268  NGVD 29 (??/??/92)  720.372  (m)         2363.42   (f) ADJ UNCH    2 0
 TH0268
 TH0268.Superseded values are not recommended for survey control.
 TH0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0268.See file dsdata.txt to determine how the superseded data were derived.
 TH0268
 TH0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP714693(NAD 83)
 TH0268_MARKER: DB = BENCH MARK DISK
 TH0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0268_STAMPING: F-286 1935
 TH0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0268+STABILITY: SURFACE MOTION
 TH0268
 TH0268  HISTORY     - Date     Condition        Report By
 TH0268  HISTORY     - 1935     MONUMENTED       CGS
 TH0268
 TH0268                          STATION DESCRIPTION
 TH0268
 TH0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0268'23.7 MI SE FROM SCOBEY.
 TH0268'SOUTH FROM SCOBEY ALONG THE MACON ROAD TO A CROSS ROAD AT THE TOWNSHIP
 TH0268'LINE.  22.3 MILES SOUTH OF THE GREAT NORTHERN R.R. AT SCOBEY THENCE
 TH0268'EAST TWO MILES TO A RIGHT ANGLE TURN SOUTH IN THE ROAD.  SET 63 FEET
 TH0268'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 28 FEET SOUTH OF THE
 TH0268'CENTERLINE OF THE EAST-WEST ROAD, 33 FEET WEST OF THE CORNER FENCE
 TH0268'POST, 2 FEET NORTH OF THE LINE FENCE, AT ROAD LEVEL.  1 MILE WEST AND
 TH0268'0.5 MILE NORTH ALONG ROADS FROM E-286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0165 ***********************************************************************
 RT0165  DESIGNATION -  F 29
 RT0165  PID         -  RT0165
 RT0165  STATE/COUNTY-  MT/PRAIRIE
 RT0165  USGS QUAD   -  FALLON SW (1983)
 RT0165
 RT0165                         *CURRENT SURVEY CONTROL
 RT0165  ___________________________________________________________________
 RT0165* NAD 83(1986)-  46 49 52.     (N)    105 08 42.     (W)     SCALED    
 RT0165* NAVD 88     -       667.502  (meters)    2189.96   (feet)  POSTED    
 RT0165  ___________________________________________________________________
 RT0165  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 RT0165  DYNAMIC HT  -         667.490 (meters)    2189.92  (feet)  COMP
 RT0165  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 RT0165
 RT0165  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RT0165
 RT0165.The horizontal coordinates were scaled from a topographic map and have
 RT0165.an estimated accuracy of +/- 6 seconds.
 RT0165
 RT0165.The orthometric height was determined by differential leveling
 RT0165.and adjusted by the National Geodetic Survey in 1992..
 RT0165.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RT0165.rate of 0.0 thru 1.0 mm/km.
 RT0165
 RT0165.The geoid height was determined by GEOID03.
 RT0165
 RT0165.The dynamic height is computed by dividing the NAVD 88
 RT0165.geopotential number by the normal gravity value computed on the
 RT0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0165.degrees latitude (g = 980.6199 gals.).
 RT0165
 RT0165.The modeled gravity was interpolated from observed gravity values.
 RT0165
 RT0165;                    North         East    Units  Estimated Accuracy
 RT0165;SPC MT       -   296,040.      931,900.      MT  (+/- 180 meters Scaled)
 RT0165
 RT0165                          SUPERSEDED SURVEY CONTROL
 RT0165
 RT0165.No superseded survey control is available for this station.
 RT0165
 RT0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM889864(NAD 83)
 RT0165_MARKER: DB = BENCH MARK DISK
 RT0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0165_SP_SET: BRIDGE SEAT
 RT0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0165
 RT0165  HISTORY     - Date     Condition        Report By
 RT0165  HISTORY     - UNK      MONUMENTED       CGS
 RT0165  HISTORY     - 1960     MARK NOT FOUND   NGS
 RT0165
 RT0165                          STATION DESCRIPTION
 RT0165
 RT0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0165'0.9 MI W FROM FALLON.
 RT0165'0.9 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0165'FALLON, PRAIRIE COUNTY, AT BRIDGE 107 OVER FALLON CREEK, AND IN THE
 RT0165'BRIDGE SEAT.  NOTE-- THE BRIDGE OVER FALLON CREEK HAS BEEN REBUILT,
 RT0165'AND THE MARK WAS EITHER DESTROYED OR COVERED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0228 ***********************************************************************
 TJ0228  DESIGNATION -  F 292
 TJ0228  PID         -  TJ0228
 TJ0228  STATE/COUNTY-  MT/VALLEY
 TJ0228  USGS QUAD   -  BLANCHARD RANCH (1958)
 TJ0228
 TJ0228                         *CURRENT SURVEY CONTROL
 TJ0228  ___________________________________________________________________
 TJ0228* NAD 83(1986)-  48 00 49.     (N)    106 41 44.     (W)     SCALED    
 TJ0228* NAVD 88     -       662.969  (meters)    2175.09   (feet)  ADJUSTED  
 TJ0228  ___________________________________________________________________
 TJ0228  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TJ0228  DYNAMIC HT  -         663.031 (meters)    2175.29  (feet)  COMP
 TJ0228  MODELED GRAV-     980,683.3   (mgal)                       NAVD 88
 TJ0228
 TJ0228  VERT ORDER  -  SECOND    CLASS 0
 TJ0228
 TJ0228.The horizontal coordinates were scaled from a topographic map and have
 TJ0228.an estimated accuracy of +/- 6 seconds.
 TJ0228
 TJ0228.The orthometric height was determined by differential leveling
 TJ0228.and adjusted by the National Geodetic Survey in June 1991..
 TJ0228
 TJ0228.The geoid height was determined by GEOID03.
 TJ0228
 TJ0228.The dynamic height is computed by dividing the NAVD 88
 TJ0228.geopotential number by the normal gravity value computed on the
 TJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0228.degrees latitude (g = 980.6199 gals.).
 TJ0228
 TJ0228.The modeled gravity was interpolated from observed gravity values.
 TJ0228
 TJ0228;                    North         East    Units  Estimated Accuracy
 TJ0228;SPC MT       -   421,950.      809,090.      MT  (+/- 180 meters Scaled)
 TJ0228
 TJ0228                          SUPERSEDED SURVEY CONTROL
 TJ0228
 TJ0228  NGVD 29 (??/??/92)  662.345  (m)         2173.04   (f) ADJ UNCH    2 0
 TJ0228
 TJ0228.Superseded values are not recommended for survey control.
 TJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0228.See file dsdata.txt to determine how the superseded data were derived.
 TJ0228
 TJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP735192(NAD 83)
 TJ0228_MARKER: DB = BENCH MARK DISK
 TJ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0228_STAMPING: F 292 1935
 TJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0228+STABILITY: SURFACE MOTION
 TJ0228
 TJ0228  HISTORY     - Date     Condition        Report By
 TJ0228  HISTORY     - 1935     MONUMENTED       CGS
 TJ0228  HISTORY     - 1948     GOOD             NGS
 TJ0228
 TJ0228                          STATION DESCRIPTION
 TJ0228
 TJ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0228'17.5 MI S FROM GLASGOW.
 TJ0228'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TJ0228'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 TJ0228'ROAD, THENCE 5.0 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 0.4 MILE
 TJ0228'SOUTHWEST OF AN 18-FOOT WOODEN BRIDGE, 38.0 FEET NORTHWEST OF AND 2.0
 TJ0228'FEET LOWER THAN THE CENTER LINE OF THE ROAD, 27.0 FEET SOUTHWEST OF
 TJ0228'THE CENTER LINE OF AN APPROACH TO THE ROAD, 1.4 FEET SOUTHWEST OF A
 TJ0228'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TJ0228'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0309 ***********************************************************************
 RV0309  DESIGNATION -  F 293
 RV0309  PID         -  RV0309
 RV0309  STATE/COUNTY-  MT/WHEATLAND
 RV0309  USGS QUAD   -  ETHELS COULEE (1986)
 RV0309
 RV0309                         *CURRENT SURVEY CONTROL
 RV0309  ___________________________________________________________________
 RV0309* NAD 83(1986)-  46 25 10.     (N)    109 43 41.     (W)     SCALED    
 RV0309* NAVD 88     -      1245.627  (meters)    4086.69   (feet)  POSTED    
 RV0309  ___________________________________________________________________
 RV0309  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 RV0309  DYNAMIC HT  -        1245.370 (meters)    4085.85  (feet)  COMP
 RV0309  MODELED GRAV-     980,366.6   (mgal)                       NAVD 88
 RV0309
 RV0309  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RV0309
 RV0309.The horizontal coordinates were scaled from a topographic map and have
 RV0309.an estimated accuracy of +/- 6 seconds.
 RV0309
 RV0309.The orthometric height was determined by differential leveling
 RV0309.and adjusted by the National Geodetic Survey in 1992..
 RV0309.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RV0309.rate of 2.1 thru 3.0 mm/km.
 RV0309
 RV0309.The geoid height was determined by GEOID03.
 RV0309
 RV0309.The dynamic height is computed by dividing the NAVD 88
 RV0309.geopotential number by the normal gravity value computed on the
 RV0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0309.degrees latitude (g = 980.6199 gals.).
 RV0309
 RV0309.The modeled gravity was interpolated from observed gravity values.
 RV0309
 RV0309;                    North         East    Units  Estimated Accuracy
 RV0309;SPC MT       -   241,100.      582,480.      MT  (+/- 180 meters Scaled)
 RV0309
 RV0309                          SUPERSEDED SURVEY CONTROL
 RV0309
 RV0309  NGVD 29 (??/??/92) 1244.711  (m)         4083.69   (f) ADJ UNCH    2 0
 RV0309
 RV0309.Superseded values are not recommended for survey control.
 RV0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0309.See file dsdata.txt to determine how the superseded data were derived.
 RV0309
 RV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS977414(NAD 83)
 RV0309_MARKER: DB = BENCH MARK DISK
 RV0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0309_SP_SET: BRIDGE
 RV0309_STAMPING: F 293 1961
 RV0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0309
 RV0309  HISTORY     - Date     Condition        Report By
 RV0309  HISTORY     - 1961     MONUMENTED       CGS
 RV0309  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0309
 RV0309                          STATION DESCRIPTION
 RV0309
 RV0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0309'5.45 MI SE FROM HARLOWTON.
 RV0309'5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0309'HARLOWTON, 0.05 MILE EAST OF THE CROSSING OF A POWER LINE, SET IN THE
 RV0309'TOP OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE WING WALL OF AN
 RV0309'ABANDONED HIGHWAY BRIDGE, 34 FEET NORTH OF THE CENTER LINE OF THE
 RV0309'HIGHWAY, 8.9 FEET SOUTH OF A FENCE, 1.1 FEET NORTHWEST OF A WITNESS
 RV0309'POST, 0.6 FOOT NORTHEAST OF THE SOUTHWEST END OF THE WING WALL, AND
 RV0309'ABOUT 15 FEET LOWER THAN THE HIGHWAY.
 RV0309
 RV0309                          STATION RECOVERY (1980)
 RV0309
 RV0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0310 ***********************************************************************
 RV0310  DESIGNATION -  F 293 RESET
 RV0310  PID         -  RV0310
 RV0310  STATE/COUNTY-  MT/WHEATLAND
 RV0310  USGS QUAD   -  ETHELS COULEE (1986)
 RV0310
 RV0310                         *CURRENT SURVEY CONTROL
 RV0310  ___________________________________________________________________
 RV0310* NAD 83(1986)-  46 25 10.     (N)    109 43 41.     (W)     SCALED    
 RV0310* NAVD 88     -      1247.89   (+/-2cm)    4094.1    (feet)  VERTCON   
 RV0310  ___________________________________________________________________
 RV0310  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 RV0310
 RV0310  VERT ORDER  -  THIRD (See Below)
 RV0310
 RV0310.The horizontal coordinates were scaled from a topographic map and have
 RV0310.an estimated accuracy of +/- 6 seconds.
 RV0310
 RV0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0310.The vertical order pertains to the NGVD 29 superseded value.
 RV0310
 RV0310.The geoid height was determined by GEOID03.
 RV0310
 RV0310;                    North         East    Units  Estimated Accuracy
 RV0310;SPC MT       -   241,100.      582,480.      MT  (+/- 180 meters Scaled)
 RV0310
 RV0310                          SUPERSEDED SURVEY CONTROL
 RV0310
 RV0310  NGVD 29 (03/30/06) 1246.98   (m)         4091.1    (f) RESET       3  
 RV0310
 RV0310.Superseded values are not recommended for survey control.
 RV0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0310.See file dsdata.txt to determine how the superseded data were derived.
 RV0310
 RV0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS977414(NAD 83)
 RV0310_MARKER: DB = BENCH MARK DISK
 RV0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0310_STAMPING: F 293 RESET 1964
 RV0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0310+STABILITY: SURFACE MOTION
 RV0310
 RV0310  HISTORY     - Date     Condition        Report By
 RV0310  HISTORY     - 1964     MONUMENTED       MTDH
 RV0310  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0310  HISTORY     - 1980     MARK NOT FOUND   USGS
 RV0310
 RV0310                          STATION DESCRIPTION
 RV0310
 RV0310'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1964
 RV0310'5.45 MI SE FROM HARLOWTON.
 RV0310'LOCATED 5.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE
 RV0310'AT HARLOWTON, 78.9 FEET NORTH OF CENTERLINE OF ROADWAY STATION
 RV0310'308+95.5, 0.8 FEET ABOVE THE GROUND, SET IN THE TOP OF A CONCRETE
 RV0310'MONUMENT ABOUT 14.5 FEET LOWER THAN THE ROADWAY.
 RV0310
 RV0310                          STATION RECOVERY (1980)
 RV0310
 RV0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0310'MARK NOT FOUND.
 RV0310
 RV0310                          STATION RECOVERY (1980)
 RV0310
 RV0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RV0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0248 ***********************************************************************
 RV0248  DESIGNATION -  F 294
 RV0248  PID         -  RV0248
 RV0248  STATE/COUNTY-  MT/WHEATLAND
 RV0248  USGS QUAD   -  HALBERT CREEK NORTH (1986)
 RV0248
 RV0248                         *CURRENT SURVEY CONTROL
 RV0248  ___________________________________________________________________
 RV0248* NAD 83(1986)-  46 30 05.     (N)    109 28 56.     (W)     SCALED    
 RV0248* NAVD 88     -      1303.252  (meters)    4275.75   (feet)  ADJUSTED  
 RV0248  ___________________________________________________________________
 RV0248  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0248  DYNAMIC HT  -        1302.996 (meters)    4274.91  (feet)  COMP
 RV0248  MODELED GRAV-     980,371.9   (mgal)                       NAVD 88
 RV0248
 RV0248  VERT ORDER  -  SECOND    CLASS 0
 RV0248
 RV0248.The horizontal coordinates were scaled from a topographic map and have
 RV0248.an estimated accuracy of +/- 6 seconds.
 RV0248
 RV0248.The orthometric height was determined by differential leveling
 RV0248.and adjusted by the National Geodetic Survey in June 1991..
 RV0248
 RV0248.The geoid height was determined by GEOID03.
 RV0248
 RV0248.The dynamic height is computed by dividing the NAVD 88
 RV0248.geopotential number by the normal gravity value computed on the
 RV0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0248.degrees latitude (g = 980.6199 gals.).
 RV0248
 RV0248.The modeled gravity was interpolated from observed gravity values.
 RV0248
 RV0248;                    North         East    Units  Estimated Accuracy
 RV0248;SPC MT       -   250,180.      601,360.      MT  (+/- 180 meters Scaled)
 RV0248
 RV0248                          SUPERSEDED SURVEY CONTROL
 RV0248
 RV0248  NGVD 29 (??/??/92) 1302.338  (m)         4272.75   (f) ADJ UNCH    2 0
 RV0248
 RV0248.Superseded values are not recommended for survey control.
 RV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0248.See file dsdata.txt to determine how the superseded data were derived.
 RV0248
 RV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS164508(NAD 83)
 RV0248_MARKER: DB = BENCH MARK DISK
 RV0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0248_STAMPING: F 294 1961
 RV0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0248+STABILITY: SURFACE MOTION
 RV0248
 RV0248  HISTORY     - Date     Condition        Report By
 RV0248  HISTORY     - 1961     MONUMENTED       CGS
 RV0248
 RV0248                          STATION DESCRIPTION
 RV0248
 RV0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0248'4.4 MI N FROM HEDGESVILLE.
 RV0248'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0248'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0248'ROAD, THENCE 3.1 MILES NORTH ALONG A GRAVEL ROAD, 0.2 MILE SOUTH OF A
 RV0248'FENCE LINE LEADING EAST, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RV0248'1.5 FEET WEST OF A FENCE, 2.1 FEET NORTH OF A WITNESS POST, ABOUT
 RV0248'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RV0248'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0502 ***********************************************************************
 RV0502  DESIGNATION -  F 295
 RV0502  PID         -  RV0502
 RV0502  STATE/COUNTY-  MT/WHEATLAND
 RV0502  USGS QUAD   -  YAPLE BENCH (1995)
 RV0502
 RV0502                         *CURRENT SURVEY CONTROL
 RV0502  ___________________________________________________________________
 RV0502* NAD 83(1986)-  46 39 51.     (N)    109 36 09.     (W)     SCALED    
 RV0502* NAVD 88     -      1497.560  (meters)    4913.24   (feet)  ADJUSTED  
 RV0502  ___________________________________________________________________
 RV0502  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 RV0502  DYNAMIC HT  -        1497.238 (meters)    4912.19  (feet)  COMP
 RV0502  MODELED GRAV-     980,345.5   (mgal)                       NAVD 88
 RV0502
 RV0502  VERT ORDER  -  SECOND    CLASS 0
 RV0502
 RV0502.The horizontal coordinates were scaled from a topographic map and have
 RV0502.an estimated accuracy of +/- 6 seconds.
 RV0502
 RV0502.The orthometric height was determined by differential leveling
 RV0502.and adjusted by the National Geodetic Survey in June 1991..
 RV0502
 RV0502.The geoid height was determined by GEOID03.
 RV0502
 RV0502.The dynamic height is computed by dividing the NAVD 88
 RV0502.geopotential number by the normal gravity value computed on the
 RV0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0502.degrees latitude (g = 980.6199 gals.).
 RV0502
 RV0502.The modeled gravity was interpolated from observed gravity values.
 RV0502
 RV0502;                    North         East    Units  Estimated Accuracy
 RV0502;SPC MT       -   268,270.      592,160.      MT  (+/- 180 meters Scaled)
 RV0502
 RV0502                          SUPERSEDED SURVEY CONTROL
 RV0502
 RV0502  NGVD 29 (??/??/92) 1496.575  (m)         4910.01   (f) ADJ UNCH    2 0
 RV0502
 RV0502.Superseded values are not recommended for survey control.
 RV0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0502.See file dsdata.txt to determine how the superseded data were derived.
 RV0502
 RV0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS069687(NAD 83)
 RV0502_MARKER: DB = BENCH MARK DISK
 RV0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0502_STAMPING: F 295 1961
 RV0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0502+STABILITY: SURFACE MOTION
 RV0502
 RV0502  HISTORY     - Date     Condition        Report By
 RV0502  HISTORY     - 1961     MONUMENTED       CGS
 RV0502
 RV0502                          STATION DESCRIPTION
 RV0502
 RV0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0502'7.8 MI E FROM JUDITH GAP.
 RV0502'ABOUT 5.25 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0502'GAP, THENCE 2.55 MILE SOUTHEAST AND EAST ALONG A GRAVEL ROAD, ABOUT
 RV0502'100 YARDS WEST AND ACROSS THE ROAD FROM AN OLD LOG HOUSE, AT THE WEST
 RV0502'END OF A SLIGHT S CURVE IN THE ROAD, 48 FEET SOUTH OF THE CENTER LINE
 RV0502'OF THE ROAD, 4 FEET WEST OF A TELEPHONE POLE, 1.4 FEET NORTH OF A
 RV0502'FENCE, 2.1 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 RV0502'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0575 ***********************************************************************
 RV0575  DESIGNATION -  F 296
 RV0575  PID         -  RV0575
 RV0575  STATE/COUNTY-  MT/WHEATLAND
 RV0575  USGS QUAD   -  JUDITH GAP (1995)
 RV0575
 RV0575                         *CURRENT SURVEY CONTROL
 RV0575  ___________________________________________________________________
 RV0575* NAD 83(1986)-  46 39 52.     (N)    109 52 19.     (W)     SCALED    
 RV0575* NAVD 88     -      1512.567  (meters)    4962.48   (feet)  ADJUSTED  
 RV0575  ___________________________________________________________________
 RV0575  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 RV0575  DYNAMIC HT  -        1512.221 (meters)    4961.35  (feet)  COMP
 RV0575  MODELED GRAV-     980,331.4   (mgal)                       NAVD 88
 RV0575
 RV0575  VERT ORDER  -  SECOND    CLASS 0
 RV0575
 RV0575.The horizontal coordinates were scaled from a topographic map and have
 RV0575.an estimated accuracy of +/- 6 seconds.
 RV0575
 RV0575.The orthometric height was determined by differential leveling
 RV0575.and adjusted by the National Geodetic Survey in June 1991..
 RV0575
 RV0575.The geoid height was determined by GEOID03.
 RV0575
 RV0575.The dynamic height is computed by dividing the NAVD 88
 RV0575.geopotential number by the normal gravity value computed on the
 RV0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0575.degrees latitude (g = 980.6199 gals.).
 RV0575
 RV0575.The modeled gravity was interpolated from observed gravity values.
 RV0575
 RV0575;                    North         East    Units  Estimated Accuracy
 RV0575;SPC MT       -   268,360.      571,550.      MT  (+/- 180 meters Scaled)
 RV0575
 RV0575                          SUPERSEDED SURVEY CONTROL
 RV0575
 RV0575  NGVD 29 (??/??/92) 1511.560  (m)         4959.18   (f) ADJ UNCH    2 0
 RV0575
 RV0575.Superseded values are not recommended for survey control.
 RV0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0575.See file dsdata.txt to determine how the superseded data were derived.
 RV0575
 RV0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS862684(NAD 83)
 RV0575_MARKER: DB = BENCH MARK DISK
 RV0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0575_STAMPING: F 296 1961
 RV0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0575+STABILITY: SURFACE MOTION
 RV0575
 RV0575  HISTORY     - Date     Condition        Report By
 RV0575  HISTORY     - 1961     MONUMENTED       CGS
 RV0575  HISTORY     - 1981     MARK NOT FOUND   USGS
 RV0575
 RV0575                          STATION DESCRIPTION
 RV0575
 RV0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0575'6.2 MI W FROM JUDITH GAP.
 RV0575'ABOUT 6.2 MILES WEST ALONG A GRAVEL ROAD FROM THE GREAT NORTHERN
 RV0575'RAILWAY STATION AT JUDITH GAP, AT A TURN IN THE ROAD WITH TANGENTS
 RV0575'EAST AND NORTH AND AT THE JUNCTION OF A ROAD WEST TO A RANCH HOUSE, 45
 RV0575'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 29 FEET WEST OF THE
 RV0575'CENTER LINE OF THE ROAD NORTH, 29 FEET NORTH OF THE CENTER LINE OF THE
 RV0575'ROAD WEST, 56 1/2 FEET NORTHWEST AND ACROSS THE ROAD FROM A POWER POLE
 RV0575'WITH TWO GUY WIRES, 2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 RV0575'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 RV0575
 RV0575                          STATION RECOVERY (1981)
 RV0575
 RV0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RV0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0590 ***********************************************************************
 RV0590  DESIGNATION -  F 297
 RV0590  PID         -  RV0590
 RV0590  STATE/COUNTY-  MT/WHEATLAND
 RV0590  USGS QUAD   -  OKA (1986)
 RV0590
 RV0590                         *CURRENT SURVEY CONTROL
 RV0590  ___________________________________________________________________
 RV0590* NAD 83(1986)-  46 37 15.     (N)    109 48 28.     (W)     SCALED    
 RV0590* NAVD 88     -      1467.469  (meters)    4814.52   (feet)  ADJUSTED  
 RV0590  ___________________________________________________________________
 RV0590  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RV0590  DYNAMIC HT  -        1467.143 (meters)    4813.45  (feet)  COMP
 RV0590  MODELED GRAV-     980,340.3   (mgal)                       NAVD 88
 RV0590
 RV0590  VERT ORDER  -  SECOND    CLASS 0
 RV0590
 RV0590.The horizontal coordinates were scaled from a topographic map and have
 RV0590.an estimated accuracy of +/- 6 seconds.
 RV0590
 RV0590.The orthometric height was determined by differential leveling
 RV0590.and adjusted by the National Geodetic Survey in June 1991..
 RV0590
 RV0590.The geoid height was determined by GEOID03.
 RV0590
 RV0590.The dynamic height is computed by dividing the NAVD 88
 RV0590.geopotential number by the normal gravity value computed on the
 RV0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0590.degrees latitude (g = 980.6199 gals.).
 RV0590
 RV0590.The modeled gravity was interpolated from observed gravity values.
 RV0590
 RV0590;                    North         East    Units  Estimated Accuracy
 RV0590;SPC MT       -   263,500.      576,440.      MT  (+/- 180 meters Scaled)
 RV0590
 RV0590                          SUPERSEDED SURVEY CONTROL
 RV0590
 RV0590  NGVD 29 (??/??/92) 1466.483  (m)         4811.29   (f) ADJ UNCH    2 0
 RV0590
 RV0590.Superseded values are not recommended for survey control.
 RV0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0590.See file dsdata.txt to determine how the superseded data were derived.
 RV0590
 RV0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS912637(NAD 83)
 RV0590_MARKER: DB = BENCH MARK DISK
 RV0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0590_STAMPING: F 297 1961
 RV0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0590+STABILITY: SURFACE MOTION
 RV0590
 RV0590  HISTORY     - Date     Condition        Report By
 RV0590  HISTORY     - 1961     MONUMENTED       CGS
 RV0590
 RV0590                          STATION DESCRIPTION
 RV0590
 RV0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0590'6.45 MI SW FROM JUDITH GAP.
 RV0590'ABOUT 4.35 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0590'JUDITH GAP, THENCE 2.1 MILES WEST ALONG A GRAVEL ROAD, 61 FEET NORTH
 RV0590'OF THE CENTER LINE OF THE ROAD, 124 FEET EAST OF THE CENTER LINE OF A
 RV0590'NORTHSOUTH CROSS ROAD, 138 FEET NORTHEAST OF THE CENTER OF THE
 RV0590'INTERSECTION, 39 FEET NORTH-NORTHWEST OF A FENCE CORNER, 2 1/2 FEET
 RV0590'WEST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP OF A
 RV0590'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0628 ***********************************************************************
 PY0628  DESIGNATION -  F 298
 PY0628  PID         -  PY0628
 PY0628  STATE/COUNTY-  MT/BEAVERHEAD
 PY0628  USGS QUAD   -  UPPER RED ROCK LAKE (1988)
 PY0628
 PY0628                         *CURRENT SURVEY CONTROL
 PY0628  ___________________________________________________________________
 PY0628* NAD 83(1986)-  44 36 43.     (N)    111 39 16.     (W)     SCALED    
 PY0628* NAVD 88     -      2031.999  (meters)    6666.65   (feet)  POSTED    
 PY0628  ___________________________________________________________________
 PY0628  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 PY0628  DYNAMIC HT  -        2030.910 (meters)    6663.08  (feet)  COMP
 PY0628  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 PY0628
 PY0628  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0628
 PY0628.The horizontal coordinates were scaled from a topographic map and have
 PY0628.an estimated accuracy of +/- 6 seconds.
 PY0628
 PY0628.The orthometric height was determined by differential leveling
 PY0628.and adjusted by the National Geodetic Survey in 1992..
 PY0628.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0628.rate of 1.1 thru 2.0 mm/km.
 PY0628
 PY0628.The geoid height was determined by GEOID03.
 PY0628
 PY0628.The dynamic height is computed by dividing the NAVD 88
 PY0628.geopotential number by the normal gravity value computed on the
 PY0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0628.degrees latitude (g = 980.6199 gals.).
 PY0628
 PY0628.The modeled gravity was interpolated from observed gravity values.
 PY0628
 PY0628;                    North         East    Units  Estimated Accuracy
 PY0628;SPC MT       -    42,590.      428,960.      MT  (+/- 180 meters Scaled)
 PY0628
 PY0628                          SUPERSEDED SURVEY CONTROL
 PY0628
 PY0628  NGVD 29 (??/??/92) 2030.656  (m)         6662.24   (f) ADJ UNCH    1 2
 PY0628
 PY0628.Superseded values are not recommended for survey control.
 PY0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0628.See file dsdata.txt to determine how the superseded data were derived.
 PY0628
 PY0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ480400(NAD 83)
 PY0628_MARKER: DB = BENCH MARK DISK
 PY0628_SETTING: 66 = SET IN ROCK OUTCROP
 PY0628_SP_SET: ROCK OUTCROP
 PY0628_STAMPING: F 298 1964
 PY0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0628+STABILITY: POSITION/ELEVATION WELL
 PY0628
 PY0628  HISTORY     - Date     Condition        Report By
 PY0628  HISTORY     - 1964     MONUMENTED       CGS
 PY0628
 PY0628                          STATION DESCRIPTION
 PY0628
 PY0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0628'9.45 MI E FROM LAKEVIEW.
 PY0628'ABOUT 9.45 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE
 PY0628'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 18, T 14 S, R 1 E, ABOUT 0.1
 PY0628'MILE NORTH OF AN OLD GROUP OF RANCH BUILDINGS, 37 FEET EAST OF THE
 PY0628'CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH
 PY0628'PROJECTS 12 INCHES, 13 FEET EAST OF A FENCE, 64.4 FEET EAST OF A METAL
 PY0628'WITNESS POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0048 ***********************************************************************
 PZ0048  DESIGNATION -  F 299
 PZ0048  PID         -  PZ0048
 PZ0048  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0048  USGS QUAD   -  BIG TABLE MOUNTAIN (1968)
 PZ0048
 PZ0048                         *CURRENT SURVEY CONTROL
 PZ0048  ___________________________________________________________________
 PZ0048* NAD 83(1986)-  44 35 40.     (N)    112 06 28.     (W)     SCALED    
 PZ0048* NAVD 88     -      2028.276  (meters)    6654.44   (feet)  ADJUSTED  
 PZ0048  ___________________________________________________________________
 PZ0048  GEOID HEIGHT-          -9.67  (meters)                     GEOID03
 PZ0048  DYNAMIC HT  -        2027.146 (meters)    6650.73  (feet)  COMP
 PZ0048  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 PZ0048
 PZ0048  VERT ORDER  -  FIRST     CLASS II
 PZ0048
 PZ0048.The horizontal coordinates were scaled from a topographic map and have
 PZ0048.an estimated accuracy of +/- 6 seconds.
 PZ0048
 PZ0048.The orthometric height was determined by differential leveling
 PZ0048.and adjusted by the National Geodetic Survey in June 1991..
 PZ0048
 PZ0048.The geoid height was determined by GEOID03.
 PZ0048
 PZ0048.The dynamic height is computed by dividing the NAVD 88
 PZ0048.geopotential number by the normal gravity value computed on the
 PZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0048.degrees latitude (g = 980.6199 gals.).
 PZ0048
 PZ0048.The modeled gravity was interpolated from observed gravity values.
 PZ0048
 PZ0048;                    North         East    Units  Estimated Accuracy
 PZ0048;SPC MT       -    41,740.      392,920.      MT  (+/- 180 meters Scaled)
 PZ0048
 PZ0048                          SUPERSEDED SURVEY CONTROL
 PZ0048
 PZ0048  NGVD 29 (??/??/92) 2026.940  (m)         6650.05   (f) ADJ UNCH    1 2
 PZ0048
 PZ0048.Superseded values are not recommended for survey control.
 PZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0048.See file dsdata.txt to determine how the superseded data were derived.
 PZ0048
 PZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ120384(NAD 83)
 PZ0048_MARKER: DB = BENCH MARK DISK
 PZ0048_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0048_SP_SET: 15 FT.
 PZ0048_STAMPING: F 299 1964
 PZ0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0048
 PZ0048  HISTORY     - Date     Condition        Report By
 PZ0048  HISTORY     - 1964     MONUMENTED       CGS
 PZ0048
 PZ0048                          STATION DESCRIPTION
 PZ0048
 PZ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0048'11.4 MI NE FROM MONIDA.
 PZ0048'11.4 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0048'RAILROAD STATION AT MONIDA, ABOUT 1.0 MILE EAST OF THE JUNCTION OF A
 PZ0048'GRAVELED ROAD LEADING NORTH, ON THE INSIDE OF A CURVE AND 45 FEET
 PZ0048'NORTH OF THE CENTER LINE OF THE ROAD, 166 FEET WEST OF A FENCE CORNER
 PZ0048'AT A POINT WHERE THE FENCE TURNS NORTHEAST ALONG THE ROAD, 1 1/2 FEET
 PZ0048'SOUTH OF THE FENCE LINE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 PZ0048'1 FOOT BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 PZ0048'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED
 PZ0048'IN A 4-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0032 ***********************************************************************
 ST0032  DESIGNATION -  F 3 Y
 ST0032  PID         -  ST0032
 ST0032  STATE/COUNTY-  MT/TETON
 ST0032  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0032
 ST0032                         *CURRENT SURVEY CONTROL
 ST0032  ___________________________________________________________________
 ST0032* NAD 83(1986)-  47 40 39.     (N)    112 14 26.     (W)     SCALED    
 ST0032* NAVD 88     -      1397.717  (meters)    4585.68   (feet)  ADJUSTED  
 ST0032  ___________________________________________________________________
 ST0032  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 ST0032  DYNAMIC HT  -        1397.558 (meters)    4585.15  (feet)  COMP
 ST0032  MODELED GRAV-     980,448.9   (mgal)                       NAVD 88
 ST0032
 ST0032  VERT ORDER  -  SECOND    CLASS 0
 ST0032
 ST0032.The horizontal coordinates were scaled from a topographic map and have
 ST0032.an estimated accuracy of +/- 6 seconds.
 ST0032
 ST0032.The orthometric height was determined by differential leveling
 ST0032.and adjusted by the National Geodetic Survey in June 1991..
 ST0032
 ST0032.The geoid height was determined by GEOID03.
 ST0032
 ST0032.The dynamic height is computed by dividing the NAVD 88
 ST0032.geopotential number by the normal gravity value computed on the
 ST0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0032.degrees latitude (g = 980.6199 gals.).
 ST0032
 ST0032.The modeled gravity was interpolated from observed gravity values.
 ST0032
 ST0032;                    North         East    Units  Estimated Accuracy
 ST0032;SPC MT       -   384,450.      394,370.      MT  (+/- 180 meters Scaled)
 ST0032
 ST0032                          SUPERSEDED SURVEY CONTROL
 ST0032
 ST0032  NGVD 29 (??/??/92) 1396.715  (m)         4582.39   (f) ADJ UNCH    2 0
 ST0032
 ST0032.Superseded values are not recommended for survey control.
 ST0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0032.See file dsdata.txt to determine how the superseded data were derived.
 ST0032
 ST0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT068812(NAD 83)
 ST0032_MARKER: DR = REFERENCE MARK DISK
 ST0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0032_STAMPING: F 3 Y 1961
 ST0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0032+STABILITY: SURFACE MOTION
 ST0032
 ST0032  HISTORY     - Date     Condition        Report By
 ST0032  HISTORY     - 1961     MONUMENTED       CGS
 ST0032
 ST0032                          STATION DESCRIPTION
 ST0032
 ST0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0032'10.2 MI S FROM CHOTEAU.
 ST0032'10.2 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURT HOUSE AT
 ST0032'CHOTEAU, 0.05 MILE SOUTHWEST OF THE CROSSING OF A POWER LINE, 52 FEET
 ST0032'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 112 FEET SOUTHWEST OF THE
 ST0032'CENTER LINE OF A FIELD ENTRANCE ROAD, 99 FEET SOUTHWEST OF THE
 ST0032'SOUTHWEST END OF A GATE, 4.7 FEET NORTH OF A WITNESS POST, 4.5 FEET
 ST0032'SOUTHEAST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 ST0032'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0031 ***********************************************************************
 ST0031  DESIGNATION -  F 3 Y RM 1
 ST0031  PID         -  ST0031
 ST0031  STATE/COUNTY-  MT/TETON
 ST0031  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0031
 ST0031                         *CURRENT SURVEY CONTROL
 ST0031  ___________________________________________________________________
 ST0031* NAD 83(1986)-  47 40 36.     (N)    112 14 30.     (W)     SCALED    
 ST0031* NAVD 88     -      1397.685  (meters)    4585.57   (feet)  ADJUSTED  
 ST0031  ___________________________________________________________________
 ST0031  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 ST0031  DYNAMIC HT  -        1397.526 (meters)    4585.05  (feet)  COMP
 ST0031  MODELED GRAV-     980,448.9   (mgal)                       NAVD 88
 ST0031
 ST0031  VERT ORDER  -  SECOND    CLASS 0
 ST0031
 ST0031.The horizontal coordinates were scaled from a topographic map and have
 ST0031.an estimated accuracy of +/- 6 seconds.
 ST0031
 ST0031.The orthometric height was determined by differential leveling
 ST0031.and adjusted by the National Geodetic Survey in June 1991..
 ST0031
 ST0031.The geoid height was determined by GEOID03.
 ST0031
 ST0031.The dynamic height is computed by dividing the NAVD 88
 ST0031.geopotential number by the normal gravity value computed on the
 ST0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0031.degrees latitude (g = 980.6199 gals.).
 ST0031
 ST0031.The modeled gravity was interpolated from observed gravity values.
 ST0031
 ST0031;                    North         East    Units  Estimated Accuracy
 ST0031;SPC MT       -   384,360.      394,280.      MT  (+/- 180 meters Scaled)
 ST0031
 ST0031                          SUPERSEDED SURVEY CONTROL
 ST0031
 ST0031  NGVD 29 (??/??/92) 1396.683  (m)         4582.28   (f) ADJ UNCH    2 0
 ST0031
 ST0031.Superseded values are not recommended for survey control.
 ST0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0031.See file dsdata.txt to determine how the superseded data were derived.
 ST0031
 ST0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT068811(NAD 83)
 ST0031_MARKER: DR = REFERENCE MARK DISK
 ST0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0031_STAMPING: F 3 Y NO. 1 1961
 ST0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0031+STABILITY: SURFACE MOTION
 ST0031
 ST0031  HISTORY     - Date     Condition        Report By
 ST0031  HISTORY     - 1961     MONUMENTED       CGS
 ST0031
 ST0031                          STATION DESCRIPTION
 ST0031
 ST0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0031'10.2 MI S FROM CHOTEAU.
 ST0031'10.2 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0031'CHOTEAU, 0.05 MILE SOUTHWEST OF THE CROSSING OF A POWER LINE GUY WIRE,
 ST0031'52 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 69 1/2 FEET
 ST0031'SOUTHWEST OF THE SOUTHWEST END OF A GATE, 28.4 FEET NORTHEAST OF F 3 Y
 ST0031'TRIANGULATION STATION, 4.0 FEET SOUTHEAST OF A FENCE, ABOUT 1 FOOT
 ST0031'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ST0031'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0033 ***********************************************************************
 ST0033  DESIGNATION -  F 3 Y RM 2
 ST0033  PID         -  ST0033
 ST0033  STATE/COUNTY-  MT/TETON
 ST0033  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0033
 ST0033                         *CURRENT SURVEY CONTROL
 ST0033  ___________________________________________________________________
 ST0033* NAD 83(1986)-  47 40 35.     (N)    112 14 37.     (W)     SCALED    
 ST0033* NAVD 88     -      1397.690  (meters)    4585.59   (feet)  ADJUSTED  
 ST0033  ___________________________________________________________________
 ST0033  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0033  DYNAMIC HT  -        1397.531 (meters)    4585.07  (feet)  COMP
 ST0033  MODELED GRAV-     980,449.1   (mgal)                       NAVD 88
 ST0033
 ST0033  VERT ORDER  -  SECOND    CLASS 0
 ST0033
 ST0033.The horizontal coordinates were scaled from a topographic map and have
 ST0033.an estimated accuracy of +/- 6 seconds.
 ST0033
 ST0033.The orthometric height was determined by differential leveling
 ST0033.and adjusted by the National Geodetic Survey in June 1991..
 ST0033
 ST0033.The geoid height was determined by GEOID03.
 ST0033
 ST0033.The dynamic height is computed by dividing the NAVD 88
 ST0033.geopotential number by the normal gravity value computed on the
 ST0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0033.degrees latitude (g = 980.6199 gals.).
 ST0033
 ST0033.The modeled gravity was interpolated from observed gravity values.
 ST0033
 ST0033;                    North         East    Units  Estimated Accuracy
 ST0033;SPC MT       -   384,340.      394,130.      MT  (+/- 180 meters Scaled)
 ST0033
 ST0033                          SUPERSEDED SURVEY CONTROL
 ST0033
 ST0033  NGVD 29 (??/??/92) 1396.688  (m)         4582.30   (f) ADJ UNCH    2 0
 ST0033
 ST0033.Superseded values are not recommended for survey control.
 ST0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0033.See file dsdata.txt to determine how the superseded data were derived.
 ST0033
 ST0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT066810(NAD 83)
 ST0033_MARKER: DR = REFERENCE MARK DISK
 ST0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0033_STAMPING: F 3 Y NO. 2 1961
 ST0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0033+STABILITY: SURFACE MOTION
 ST0033
 ST0033  HISTORY     - Date     Condition        Report By
 ST0033  HISTORY     - 1961     MONUMENTED       CGS
 ST0033
 ST0033                          STATION DESCRIPTION
 ST0033
 ST0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0033'10.2 MI S FROM CHOTEAU.
 ST0033'10.2 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0033'CHOTEAU, 0.05 MILE SOUTHWEST OF THE CROSSING OF A POWER LINE GUY WIRE,
 ST0033'52 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 130 1/2 FEET
 ST0033'SOUTHWEST OF THE SOUTHWEST END OF A GATE, 31.6 FEET SOUTHWEST OF
 ST0033'TRIANGULATION STATION F 3 Y, 4.4 FEET SOUTHEAST OF A FENCE, ABOUT 1
 ST0033'FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ST0033'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0145 ***********************************************************************
 RY0145  DESIGNATION -  F 300
 RY0145  PID         -  RY0145
 RY0145  STATE/COUNTY-  MT/RAVALLI
 RY0145  USGS QUAD   -  TENMILE LAKE (1964)
 RY0145
 RY0145                         *CURRENT SURVEY CONTROL
 RY0145  ___________________________________________________________________
 RY0145* NAD 83(1986)-  46 08 20.     (N)    114 24 41.     (W)     SCALED    
 RY0145* NAVD 88     -      1576.421  (meters)    5171.97   (feet)  ADJUSTED  
 RY0145  ___________________________________________________________________
 RY0145  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 RY0145  DYNAMIC HT  -        1575.887 (meters)    5170.22  (feet)  COMP
 RY0145  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 RY0145
 RY0145  VERT ORDER  -  SECOND    CLASS 0
 RY0145
 RY0145.The horizontal coordinates were scaled from a topographic map and have
 RY0145.an estimated accuracy of +/- 6 seconds.
 RY0145
 RY0145.The orthometric height was determined by differential leveling
 RY0145.and adjusted by the National Geodetic Survey in June 1991..
 RY0145
 RY0145.The geoid height was determined by GEOID03.
 RY0145
 RY0145.The dynamic height is computed by dividing the NAVD 88
 RY0145.geopotential number by the normal gravity value computed on the
 RY0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0145.degrees latitude (g = 980.6199 gals.).
 RY0145
 RY0145.The modeled gravity was interpolated from observed gravity values.
 RY0145
 RY0145;                    North         East    Units  Estimated Accuracy
 RY0145;SPC MT       -   221,800.      220,940.      MT  (+/- 180 meters Scaled)
 RY0145
 RY0145                          SUPERSEDED SURVEY CONTROL
 RY0145
 RY0145  NGVD 29 (??/??/92) 1575.258  (m)         5168.16   (f) ADJ UNCH    2 0
 RY0145
 RY0145.Superseded values are not recommended for survey control.
 RY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0145.See file dsdata.txt to determine how the superseded data were derived.
 RY0145
 RY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM999127(NAD 83)
 RY0145_MARKER: DB = BENCH MARK DISK
 RY0145_SETTING: 66 = SET IN ROCK OUTCROP
 RY0145_SP_SET: ROCK LEDGE
 RY0145_STAMPING: F 300 1964
 RY0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0145+STABILITY: POSITION/ELEVATION WELL
 RY0145
 RY0145  HISTORY     - Date     Condition        Report By
 RY0145  HISTORY     - 1964     MONUMENTED       CGS
 RY0145  HISTORY     - 1965     GOOD             NGS
 RY0145
 RY0145                          STATION DESCRIPTION
 RY0145
 RY0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0145'20.5 MI NW FROM DARBY.
 RY0145'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0145'THENCE 13.5 MILES WEST ALONG LOST HORSE ROAD, 0.15 MILE SOUTHWEST OF A
 RY0145'WOODEN BRIDGE OVER TEN MILE CREEK, AT ABOUT THE CENTER OF A SHORT S
 RY0145'CURVE WITH TANGENTS EAST AND WEST, IN THE TOP OF AND 15 FEET NORTH OF
 RY0145'THE SOUTH END OF A 35-FOOT BY 100-YARDS ROCK LEDGE, 48 FEET NORTHWEST
 RY0145'OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0463 ***********************************************************************
 RX0463  DESIGNATION -  F 310
 RX0463  PID         -  RX0463
 RX0463  STATE/COUNTY-  MT/POWELL
 RX0463  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0463
 RX0463                         *CURRENT SURVEY CONTROL
 RX0463  ___________________________________________________________________
 RX0463* NAD 83(1986)-  46 33 55.     (N)    112 53 31.     (W)     SCALED    
 RX0463* NAVD 88     -      1292.234  (meters)    4239.60   (feet)  POSTED    
 RX0463  ___________________________________________________________________
 RX0463  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 RX0463  DYNAMIC HT  -        1291.930 (meters)    4238.61  (feet)  COMP
 RX0463  MODELED GRAV-     980,334.0   (mgal)                       NAVD 88
 RX0463
 RX0463  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RX0463
 RX0463.The horizontal coordinates were scaled from a topographic map and have
 RX0463.an estimated accuracy of +/- 6 seconds.
 RX0463
 RX0463.The orthometric height was determined by differential leveling
 RX0463.and adjusted by the National Geodetic Survey in 1992..
 RX0463.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RX0463.rate of 4.1 thru 8.0 mm/km.
 RX0463
 RX0463.The geoid height was determined by GEOID03.
 RX0463
 RX0463.The dynamic height is computed by dividing the NAVD 88
 RX0463.geopotential number by the normal gravity value computed on the
 RX0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0463.degrees latitude (g = 980.6199 gals.).
 RX0463
 RX0463.The modeled gravity was interpolated from observed gravity values.
 RX0463
 RX0463;                    North         East    Units  Estimated Accuracy
 RX0463;SPC MT       -   262,910.      340,170.      MT  (+/- 180 meters Scaled)
 RX0463
 RX0463                          SUPERSEDED SURVEY CONTROL
 RX0463
 RX0463  NGVD 29 (??/??/92) 1291.123  (m)         4235.96   (f) ADJ UNCH    1 2
 RX0463
 RX0463.Superseded values are not recommended for survey control.
 RX0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0463.See file dsdata.txt to determine how the superseded data were derived.
 RX0463
 RX0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS550585(NAD 83)
 RX0463_MARKER: DB = BENCH MARK DISK
 RX0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0463_SP_SET: SEMAPHORE BASE
 RX0463_STAMPING: F 310 1959
 RX0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0463
 RX0463  HISTORY     - Date     Condition        Report By
 RX0463  HISTORY     - 1959     MONUMENTED       CGS
 RX0463
 RX0463                          STATION DESCRIPTION
 RX0463
 RX0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0463'5.0 MI NW FROM GARRISON.
 RX0463'ABOUT 5.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0463'STATION AT GARRISON, 7 FEET SOUTHWEST OF THE 7TH POLE SOUTHEAST OF
 RX0463'MILEPOST 56, IN THE NORTHEAST 1/4 OF SECTION 6, T 9 N , R 10 W, 21
 RX0463'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 17 FEET
 RX0463'NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, IN THE TOP OF THE
 RX0463'SOUTHWEST SIDE OF AN ABANDONED CONCRETE SEMAPHORE BASE FLUSH WITH THE
 RX0463'GROUND, AND 4 FEET NORTHWEST OF A ROUND CONCRETE BATTERY WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0537 ***********************************************************************
 RX0537  DESIGNATION -  F 311
 RX0537  PID         -  RX0537
 RX0537  STATE/COUNTY-  MT/GRANITE
 RX0537  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0537
 RX0537                         *CURRENT SURVEY CONTROL
 RX0537  ___________________________________________________________________
 RX0537* NAD 83(1986)-  46 41 48.     (N)    113 25 23.     (W)     SCALED    
 RX0537* NAVD 88     -      1136.154  (meters)    3727.53   (feet)  ADJUSTED  
 RX0537  ___________________________________________________________________
 RX0537  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 RX0537  DYNAMIC HT  -        1135.898 (meters)    3726.69  (feet)  COMP
 RX0537  MODELED GRAV-     980,350.1   (mgal)                       NAVD 88
 RX0537
 RX0537  VERT ORDER  -  FIRST     CLASS II
 RX0537
 RX0537.The horizontal coordinates were scaled from a topographic map and have
 RX0537.an estimated accuracy of +/- 6 seconds.
 RX0537
 RX0537.The orthometric height was determined by differential leveling
 RX0537.and adjusted by the National Geodetic Survey in June 1991..
 RX0537
 RX0537.The geoid height was determined by GEOID03.
 RX0537
 RX0537.The dynamic height is computed by dividing the NAVD 88
 RX0537.geopotential number by the normal gravity value computed on the
 RX0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0537.degrees latitude (g = 980.6199 gals.).
 RX0537
 RX0537.The modeled gravity was interpolated from observed gravity values.
 RX0537
 RX0537;                    North         East    Units  Estimated Accuracy
 RX0537;SPC MT       -   279,390.      300,250.      MT  (+/- 180 meters Scaled)
 RX0537
 RX0537                          SUPERSEDED SURVEY CONTROL
 RX0537
 RX0537  NGVD 29 (??/??/92) 1135.054  (m)         3723.92   (f) ADJ UNCH    1 2
 RX0537
 RX0537.Superseded values are not recommended for survey control.
 RX0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0537.See file dsdata.txt to determine how the superseded data were derived.
 RX0537
 RX0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS147743(NAD 83)
 RX0537_MARKER: DB = BENCH MARK DISK
 RX0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0537_STAMPING: F 311 1959
 RX0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0537+STABILITY: SURFACE MOTION
 RX0537
 RX0537  HISTORY     - Date     Condition        Report By
 RX0537  HISTORY     - 1959     MONUMENTED       CGS
 RX0537  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0537  HISTORY     - 19851106 MARK NOT FOUND   USGS
 RX0537
 RX0537                          STATION DESCRIPTION
 RX0537
 RX0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0537'4.95 MI W FROM BEARMOUTH.
 RX0537'ABOUT 4.95 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0537'STATION AT BEARMOUTH, 7 RAILS WEST OF MILEPOST 86, IN SECTION 24, T 11
 RX0537'N, R 15 W, 113 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 103
 RX0537'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF THE WEST STEEL GIRDER OF A
 RX0537'BRIDGE OVER THE CLARK FORK RIVER, 35 FEET WEST OF THE CENTER LINE OF A
 RX0537'GRAVELED ROAD, 2.0 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A METAL
 RX0537'WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 RX0537'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RX0537
 RX0537                          STATION RECOVERY (1979)
 RX0537
 RX0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0537'BENCHMARK NOT RECOVERED ON THIS DATE.
 RX0537
 RX0537                          STATION RECOVERY (1985)
 RX0537
 RX0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JMM)
 RX0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0538 ***********************************************************************
 RX0538  DESIGNATION -  F 311 RESET
 RX0538  PID         -  RX0538
 RX0538  STATE/COUNTY-  MT/GRANITE
 RX0538  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0538
 RX0538                         *CURRENT SURVEY CONTROL
 RX0538  ___________________________________________________________________
 RX0538* NAD 83(1986)-  46 41 48.     (N)    113 25 23.     (W)     SCALED    
 RX0538* NAVD 88     -      1136.43   (meters)    3728.4    (feet)  RESET     
 RX0538  ___________________________________________________________________
 RX0538  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 RX0538
 RX0538  VERT ORDER  -  THIRD
 RX0538
 RX0538.The horizontal coordinates were scaled from a topographic map and have
 RX0538.an estimated accuracy of +/- 6 seconds.
 RX0538
 RX0538.The orthometric height was computed from unverified reset data.
 RX0538
 RX0538.The geoid height was determined by GEOID03.
 RX0538
 RX0538;                    North         East    Units  Estimated Accuracy
 RX0538;SPC MT       -   279,390.      300,250.      MT  (+/- 180 meters Scaled)
 RX0538
 RX0538                          SUPERSEDED SURVEY CONTROL
 RX0538
 RX0538.No superseded survey control is available for this station.
 RX0538
 RX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS147743(NAD 83)
 RX0538_MARKER: DB = BENCH MARK DISK
 RX0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0538_STAMPING: F 311 RESET 1970
 RX0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0538+STABILITY: SURFACE MOTION
 RX0538
 RX0538  HISTORY     - Date     Condition        Report By
 RX0538  HISTORY     - 1970     MONUMENTED       MTDH
 RX0538  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0538
 RX0538                          STATION DESCRIPTION
 RX0538
 RX0538'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1970
 RX0538'4.95 MI W FROM BEARMOUTH.
 RX0538'ABOUT 4.95 MILES WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 RX0538'STATION AT BEARMOUTH, 7 RAILS WEST OF MILEPOST 86, IN SECTION 24, T 11
 RX0538'N, R 15 W, 100 FEET RIGHT OF THE CENTER LINE OF HIGHWAY STATION 248 +
 RX0538'24 OF INTERSTATE HIGHWAY I-90, 49 FEET NORTH OF THE NORTH RAIL OF THE
 RX0538'MAIN TRACK, 7 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 7 FEET BELOW
 RX0538'THE LEVEL OF THE TRACKS AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 RX0538'INCHES.
 RX0538
 RX0538                          STATION RECOVERY (1979)
 RX0538
 RX0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0538'BENCHMARK NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0510 ***********************************************************************
 RX0510  DESIGNATION -  F 312
 RX0510  PID         -  RX0510
 RX0510  STATE/COUNTY-  MT/GRANITE
 RX0510  USGS QUAD   -  HALL (1989)
 RX0510
 RX0510                         *CURRENT SURVEY CONTROL
 RX0510  ___________________________________________________________________
 RX0510* NAD 83(1986)-  46 37 20.     (N)    113 12 23.     (W)     SCALED    
 RX0510* NAVD 88     -      1294.782  (meters)    4247.96   (feet)  ADJUSTED  
 RX0510  ___________________________________________________________________
 RX0510  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 RX0510  DYNAMIC HT  -        1294.477 (meters)    4246.96  (feet)  COMP
 RX0510  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 RX0510
 RX0510  VERT ORDER  -  FIRST     CLASS II
 RX0510
 RX0510.The horizontal coordinates were scaled from a topographic map and have
 RX0510.an estimated accuracy of +/- 6 seconds.
 RX0510
 RX0510.The orthometric height was determined by differential leveling
 RX0510.and adjusted by the National Geodetic Survey in June 1991..
 RX0510
 RX0510.The geoid height was determined by GEOID03.
 RX0510
 RX0510.The dynamic height is computed by dividing the NAVD 88
 RX0510.geopotential number by the normal gravity value computed on the
 RX0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0510.degrees latitude (g = 980.6199 gals.).
 RX0510
 RX0510.The modeled gravity was interpolated from observed gravity values.
 RX0510
 RX0510;                    North         East    Units  Estimated Accuracy
 RX0510;SPC MT       -   270,320.      316,400.      MT  (+/- 180 meters Scaled)
 RX0510
 RX0510                          SUPERSEDED SURVEY CONTROL
 RX0510
 RX0510  NGVD 29 (??/??/92) 1293.670  (m)         4244.32   (f) ADJ UNCH    1 2
 RX0510
 RX0510.Superseded values are not recommended for survey control.
 RX0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0510.See file dsdata.txt to determine how the superseded data were derived.
 RX0510
 RX0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS310655(NAD 83)
 RX0510_MARKER: DB = BENCH MARK DISK
 RX0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0510_STAMPING: F 312 1959
 RX0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0510+STABILITY: SURFACE MOTION
 RX0510
 RX0510  HISTORY     - Date     Condition        Report By
 RX0510  HISTORY     - 1959     MONUMENTED       CGS
 RX0510  HISTORY     - 1979     GOOD             NGS
 RX0510
 RX0510                          STATION DESCRIPTION
 RX0510
 RX0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0510'6.0 MI SW FROM DRUMMOND.
 RX0510'ABOUT 3.85 MILES SOUTH ALONG U. S. HIGHWAY 10A FROM THE NORTHERN
 RX0510'PACIFIC RAILROAD STATION AT DRUMMOND, THENCE ABOUT 1.65 MILES
 RX0510'SOUTHWEST ALONG A GRAVELED ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A
 RX0510'GRADED DIRT ROAD TO THE DRUMMOND AIRPORT, 244 1/2 FEET EAST OF THE
 RX0510'NORTHEAST CORNER OF THE CIVIL AERONAUTICS ADMINISTRATION BUILDING, IN
 RX0510'SECTION 14, T 10 N, R 13 W, 136 FEET EAST OF BENCH MARK E 312, 22 1/2
 RX0510'FEET NORTH OF THE NORTHEAST CORNER OF A SMALL WOODEN HANGAR, 2 FEET
 RX0510'WEST OF A FENCE CORNER POST, IN LINE WITH A FENCE LEADING EAST, AND IN
 RX0510'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RX0510
 RX0510                          STATION RECOVERY (1979)
 RX0510
 RX0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0510'BENCHMARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0412 ***********************************************************************
 RX0412  DESIGNATION -  F 313
 RX0412  PID         -  RX0412
 RX0412  STATE/COUNTY-  MT/POWELL
 RX0412  USGS QUAD   -  DEER LODGE (1989)
 RX0412
 RX0412                         *CURRENT SURVEY CONTROL
 RX0412  ___________________________________________________________________
 RX0412* NAD 83(1986)-  46 28 22.     (N)    112 43 46.     (W)     SCALED    
 RX0412* NAVD 88     -      1350.499  (meters)    4430.76   (feet)  POSTED    
 RX0412  ___________________________________________________________________
 RX0412  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RX0412  DYNAMIC HT  -        1350.160 (meters)    4429.65  (feet)  COMP
 RX0412  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 RX0412
 RX0412  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RX0412
 RX0412.The horizontal coordinates were scaled from a topographic map and have
 RX0412.an estimated accuracy of +/- 6 seconds.
 RX0412
 RX0412.The orthometric height was determined by differential leveling
 RX0412.and adjusted by the National Geodetic Survey in 1992..
 RX0412.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RX0412.rate of 1.1 thru 2.0 mm/km.
 RX0412
 RX0412.The geoid height was determined by GEOID03.
 RX0412
 RX0412.The dynamic height is computed by dividing the NAVD 88
 RX0412.geopotential number by the normal gravity value computed on the
 RX0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0412.degrees latitude (g = 980.6199 gals.).
 RX0412
 RX0412.The modeled gravity was interpolated from observed gravity values.
 RX0412
 RX0412;                    North         East    Units  Estimated Accuracy
 RX0412;SPC MT       -   252,110.      352,190.      MT  (+/- 180 meters Scaled)
 RX0412
 RX0412                          SUPERSEDED SURVEY CONTROL
 RX0412
 RX0412  NGVD 29 (??/??/92) 1349.331  (m)         4426.93   (f) ADJ UNCH    1 2
 RX0412
 RX0412.Superseded values are not recommended for survey control.
 RX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0412.See file dsdata.txt to determine how the superseded data were derived.
 RX0412
 RX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS672480(NAD 83)
 RX0412_MARKER: DB = BENCH MARK DISK
 RX0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0412_SP_SET: ABUTMENT
 RX0412_STAMPING: F 313 1959
 RX0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0412
 RX0412  HISTORY     - Date     Condition        Report By
 RX0412  HISTORY     - 1959     MONUMENTED       CGS
 RX0412  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0412  HISTORY     - 19871030 MARK NOT FOUND   USPSQD
 RX0412
 RX0412                          STATION DESCRIPTION
 RX0412
 RX0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0412'5.95 MI SE FROM GARRISON.
 RX0412'ABOUT 5.95 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0412'THE STATION AT GARRISON, OR ABOUT 5.15 MILES NORTH ALONG THE NORTHERN
 RX0412'PACIFIC RAILROAD FROM THE STATION AT DEER LODGE, IN THE SOUTHEAST 1/4
 RX0412'OF SECTION 4, R 9 W, T 8 N, 11 1/2 POLES SOUTH OF MILEPOST 46, AT THE
 RX0412'SOUTH END OF KOHRS SIDING, 65 FEET SOUTH OF THE CENTER OF A ROAD
 RX0412'CROSSING, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A SMALL
 RX0412'CONCRETE BRIDGE, 5 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT BELOW
 RX0412'THE LEVEL OF THE TRACKS.
 RX0412
 RX0412                          STATION RECOVERY (1979)
 RX0412
 RX0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0412'SEARCHED FOR NOT RECOVERED, CONCRETE CAP OVER DISK.
 RX0412
 RX0412                          STATION RECOVERY (1987)
 RX0412
 RX0412'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 RX0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0368 ***********************************************************************
 RX0368  DESIGNATION -  F 314
 RX0368  PID         -  RX0368
 RX0368  STATE/COUNTY-  MT/DEER LODGE
 RX0368  USGS QUAD   -  OPPORTUNITY (1989)
 RX0368
 RX0368                         *CURRENT SURVEY CONTROL
 RX0368  ___________________________________________________________________
 RX0368* NAD 83(1986)-  46 06 26.     (N)    112 48 03.     (W)     SCALED    
 RX0368* NAVD 88     -      1501.849  (meters)    4927.32   (feet)  ADJUSTED  
 RX0368  ___________________________________________________________________
 RX0368  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 RX0368  DYNAMIC HT  -        1501.324 (meters)    4925.59  (feet)  COMP
 RX0368  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 RX0368
 RX0368  VERT ORDER  -  FIRST     CLASS II
 RX0368
 RX0368.The horizontal coordinates were scaled from a topographic map and have
 RX0368.an estimated accuracy of +/- 6 seconds.
 RX0368
 RX0368.The orthometric height was determined by differential leveling
 RX0368.and adjusted by the National Geodetic Survey in June 1991..
 RX0368.WARNING-Repeat measurements at this control monument indicate possible
 RX0368.vertical movement.
 RX0368
 RX0368.The geoid height was determined by GEOID03.
 RX0368
 RX0368.The dynamic height is computed by dividing the NAVD 88
 RX0368.geopotential number by the normal gravity value computed on the
 RX0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0368.degrees latitude (g = 980.6199 gals.).
 RX0368
 RX0368.The modeled gravity was interpolated from observed gravity values.
 RX0368
 RX0368;                    North         East    Units  Estimated Accuracy
 RX0368;SPC MT       -   211,760.      345,000.      MT  (+/- 180 meters Scaled)
 RX0368
 RX0368                          SUPERSEDED SURVEY CONTROL
 RX0368
 RX0368  NGVD 29 (??/??/92) 1500.584  (m)         4923.17   (f) ADJ UNCH    1 2
 RX0368
 RX0368.Superseded values are not recommended for survey control.
 RX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0368.See file dsdata.txt to determine how the superseded data were derived.
 RX0368
 RX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS608075(NAD 83)
 RX0368_MARKER: DB = BENCH MARK DISK
 RX0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0368_STAMPING: F 314 1959
 RX0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0368+STABILITY: SURFACE MOTION
 RX0368
 RX0368  HISTORY     - Date     Condition        Report By
 RX0368  HISTORY     - 1959     MONUMENTED       CGS
 RX0368  HISTORY     - 1979     GOOD             NGS
 RX0368
 RX0368                          STATION DESCRIPTION
 RX0368
 RX0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0368'5.15 MI S FROM WARM SPRINGS.
 RX0368'ABOUT 5.15 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0368'STATION AT WARM SPRINGS, IN THE NORTHEAST CORNER OF SECTION 14, R 10
 RX0368'W, T 4 N, 1 1/2 POLES NORTH OF MILEPOST 20, 46 FEET WEST OF THE WEST
 RX0368'RAIL, 86 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 76 FEET
 RX0368'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 8 FEET SOUTHWEST OF
 RX0368'A POWER POLE, 5 FEET NORTHEAST OF A FENCE CORNER POST, 1.6 FEET
 RX0368'NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 RX0368'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 RX0368
 RX0368                          STATION RECOVERY (1979)
 RX0368
 RX0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0368'ADD--5.15 MILES SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 RX0368'POST OFFICE AT WARM SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0298 ***********************************************************************
 RX0298  DESIGNATION -  F 315
 RX0298  PID         -  RX0298
 RX0298  STATE/COUNTY-  MT/JEFFERSON
 RX0298  USGS QUAD   -  ELK PARK PASS (1996)
 RX0298
 RX0298                         *CURRENT SURVEY CONTROL
 RX0298  ___________________________________________________________________
 RX0298* NAD 83(1986)-  46 04 02.     (N)    112 26 09.     (W)     SCALED    
 RX0298* NAVD 88     -      1935.255  (meters)    6349.25   (feet)  ADJUSTED  
 RX0298  ___________________________________________________________________
 RX0298  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RX0298  DYNAMIC HT  -        1934.443 (meters)    6346.59  (feet)  COMP
 RX0298  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 RX0298
 RX0298  VERT ORDER  -  FIRST     CLASS II
 RX0298
 RX0298.The horizontal coordinates were scaled from a topographic map and have
 RX0298.an estimated accuracy of +/- 6 seconds.
 RX0298
 RX0298.The orthometric height was determined by differential leveling
 RX0298.and adjusted by the National Geodetic Survey in June 1991..
 RX0298
 RX0298.The geoid height was determined by GEOID03.
 RX0298
 RX0298.The dynamic height is computed by dividing the NAVD 88
 RX0298.geopotential number by the normal gravity value computed on the
 RX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0298.degrees latitude (g = 980.6199 gals.).
 RX0298
 RX0298.The modeled gravity was interpolated from observed gravity values.
 RX0298
 RX0298;                    North         East    Units  Estimated Accuracy
 RX0298;SPC MT       -   206,200.      373,020.      MT  (+/- 180 meters Scaled)
 RX0298
 RX0298                          SUPERSEDED SURVEY CONTROL
 RX0298
 RX0298  NGVD 29 (??/??/92) 1933.916  (m)         6344.86   (f) ADJ UNCH    1 2
 RX0298
 RX0298.Superseded values are not recommended for survey control.
 RX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0298.See file dsdata.txt to determine how the superseded data were derived.
 RX0298
 RX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS889025(NAD 83)
 RX0298_MARKER: DB = BENCH MARK DISK
 RX0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0298_STAMPING: F 315 1959
 RX0298_PROJECTION: PROJECTING 15 CENTIMETERS
 RX0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0298+STABILITY: SURFACE MOTION
 RX0298
 RX0298  HISTORY     - Date     Condition        Report By
 RX0298  HISTORY     - 1959     MONUMENTED       CGS
 RX0298  HISTORY     - 1980     GOOD             NGS
 RX0298
 RX0298                          STATION DESCRIPTION
 RX0298
 RX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0298'12.0 MI NE FROM BUTTE.
 RX0298'ABOUT 12.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0298'STATION AT BUTTE, IN SECTION 26, R 7 W, T 4 N, 19 POLES NORTH OF
 RX0298'MILEPOST 276, 25 FEET EAST OF THE EAST RAIL, 54 FEET WEST OF THE
 RX0298'CENTER LINE OF U.S. HIGHWAY 91, ABOUT 1.2 MILE NORTH OF THE WOODVILLE
 RX0298'SIDING SIGN, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 RX0298'BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 RX0298'PROJECTING 6 INCHES.
 RX0298
 RX0298                          STATION RECOVERY (1980)
 RX0298
 RX0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0298'7.9 KM (4.9 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT
 RX0298'129 OVERPASS IN BUTTE, THENCE 3.4 KM (2.1 MI) WEST AND NORTHEAST
 RX0298'ALONG THE FRONTAGE ROAD, 3.2 KM (2.0 MI) NORTHEAST OF EXIT 134,
 RX0298'16.4 METERS (54.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, AND
 RX0298'8.5 METERS (28.0 FT) SOUTHEAST OF THE CENTER OF THE OLD RAILROAD BED.
 RX0298'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RX0298'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0238 ***********************************************************************
 QY0238  DESIGNATION -  F 316
 QY0238  PID         -  QY0238
 QY0238  STATE/COUNTY-  MT/SILVER BOW
 QY0238  USGS QUAD   -  BUXTON (1996)
 QY0238
 QY0238                         *CURRENT SURVEY CONTROL
 QY0238  ___________________________________________________________________
 QY0238* NAD 83(1986)-  45 55 05.     (N)    112 40 53.     (W)     SCALED    
 QY0238* NAVD 88     -      1698.015  (meters)    5570.90   (feet)  ADJUSTED  
 QY0238  ___________________________________________________________________
 QY0238  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 QY0238  DYNAMIC HT  -        1697.320 (meters)    5568.62  (feet)  COMP
 QY0238  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 QY0238
 QY0238  VERT ORDER  -  FIRST     CLASS II
 QY0238
 QY0238.The horizontal coordinates were scaled from a topographic map and have
 QY0238.an estimated accuracy of +/- 6 seconds.
 QY0238
 QY0238.The orthometric height was determined by differential leveling
 QY0238.and adjusted by the National Geodetic Survey in June 1991..
 QY0238
 QY0238.The geoid height was determined by GEOID03.
 QY0238
 QY0238.The dynamic height is computed by dividing the NAVD 88
 QY0238.geopotential number by the normal gravity value computed on the
 QY0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0238.degrees latitude (g = 980.6199 gals.).
 QY0238
 QY0238.The modeled gravity was interpolated from observed gravity values.
 QY0238
 QY0238;                    North         East    Units  Estimated Accuracy
 QY0238;SPC MT       -   190,380.      353,370.      MT  (+/- 180 meters Scaled)
 QY0238
 QY0238                          SUPERSEDED SURVEY CONTROL
 QY0238
 QY0238  NGVD 29 (??/??/92) 1696.723  (m)         5566.67   (f) ADJ UNCH    1 2
 QY0238
 QY0238.Superseded values are not recommended for survey control.
 QY0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0238.See file dsdata.txt to determine how the superseded data were derived.
 QY0238
 QY0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR696863(NAD 83)
 QY0238_MARKER: DB = BENCH MARK DISK
 QY0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0238_STAMPING: F 316 1959
 QY0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0238+STABILITY: SURFACE MOTION
 QY0238
 QY0238  HISTORY     - Date     Condition        Report By
 QY0238  HISTORY     - 1959     MONUMENTED       CGS
 QY0238
 QY0238                          STATION DESCRIPTION
 QY0238
 QY0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0238'6.5 MI S FROM SILVER BOW.
 QY0238'6.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0238'SILVER BOW, IN THE SOUTH SIDE OF SECTION 14, R 9 W, T 2 N, 13 FEET
 QY0238'EAST OF THE 12TH POLE SOUTH OF MILEPOST 384, 55 FEET EAST OF THE EAST
 QY0238'RAIL, 4 1/2 RAILS SOUTH OF THE SOUTH END OF STEEL GIRDER BRIDGE
 QY0238'383.71, 1 FOOT EAST OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST,
 QY0238'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 QY0238'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0217 ***********************************************************************
 QY0217  DESIGNATION -  F 317
 QY0217  PID         -  QY0217
 QY0217  STATE/COUNTY-  MT/SILVER BOW
 QY0217  USGS QUAD   -  TUCKER CREEK (1996)
 QY0217
 QY0217                         *CURRENT SURVEY CONTROL
 QY0217  ___________________________________________________________________
 QY0217* NAD 83(1986)-  45 45 51.     (N)    112 44 28.     (W)     SCALED    
 QY0217* NAVD 88     -      1653.574  (meters)    5425.10   (feet)  ADJUSTED  
 QY0217  ___________________________________________________________________
 QY0217  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 QY0217  DYNAMIC HT  -        1652.921 (meters)    5422.96  (feet)  COMP
 QY0217  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 QY0217
 QY0217  VERT ORDER  -  FIRST     CLASS II
 QY0217
 QY0217.The horizontal coordinates were scaled from a topographic map and have
 QY0217.an estimated accuracy of +/- 6 seconds.
 QY0217
 QY0217.The orthometric height was determined by differential leveling
 QY0217.and adjusted by the National Geodetic Survey in June 1991..
 QY0217
 QY0217.The geoid height was determined by GEOID03.
 QY0217
 QY0217.The dynamic height is computed by dividing the NAVD 88
 QY0217.geopotential number by the normal gravity value computed on the
 QY0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0217.degrees latitude (g = 980.6199 gals.).
 QY0217
 QY0217.The modeled gravity was interpolated from observed gravity values.
 QY0217
 QY0217;                    North         East    Units  Estimated Accuracy
 QY0217;SPC MT       -   173,490.      348,030.      MT  (+/- 180 meters Scaled)
 QY0217
 QY0217                          SUPERSEDED SURVEY CONTROL
 QY0217
 QY0217  NGVD 29 (??/??/92) 1652.343  (m)         5421.06   (f) ADJ UNCH    1 2
 QY0217
 QY0217.Superseded values are not recommended for survey control.
 QY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0217.See file dsdata.txt to determine how the superseded data were derived.
 QY0217
 QY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR646693(NAD 83)
 QY0217_MARKER: DB = BENCH MARK DISK
 QY0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0217_STAMPING: F 317 1959
 QY0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0217+STABILITY: SURFACE MOTION
 QY0217
 QY0217  HISTORY     - Date     Condition        Report By
 QY0217  HISTORY     - 1959     MONUMENTED       CGS
 QY0217  HISTORY     - 1967     GOOD             NGS
 QY0217  HISTORY     - 19870804 GOOD             USPSQD
 QY0217
 QY0217                          STATION DESCRIPTION
 QY0217
 QY0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0217'1.05 MI N FROM DIVIDE.
 QY0217'1.05 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0217'DIVIDE, OR ABOUT 18.95 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD
 QY0217'FROM THE STATION AT SILVER BOW, IN SECTION 8, R 9 W, T 1 S, 12 FEET
 QY0217'NORTH OF THE 4TH POLE NORTH OF MILEPOST 371, 37 FEET EAST OF THE EAST
 QY0217'RAIL, 41 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 91, IN LINE
 QY0217'WITH A ROW OF TELEPHONE POLES, 14 FEET WEST OF A FENCE, 1.5 FEET NORTH
 QY0217'OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACKS,
 QY0217'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QY0217
 QY0217                          STATION RECOVERY (1967)
 QY0217
 QY0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QY0217'RECOVERED IN GOOD CONDITION.
 QY0217
 QY0217                          STATION RECOVERY (1987)
 QY0217
 QY0217'RECOVERY NOTE BY US POWER SQUADRON 1987 (BAS)
 QY0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0262 ***********************************************************************
 PZ0262  DESIGNATION -  F 318
 PZ0262  PID         -  PZ0262
 PZ0262  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0262  USGS QUAD   -  DELL (1979)
 PZ0262
 PZ0262                         *CURRENT SURVEY CONTROL
 PZ0262  ___________________________________________________________________
 PZ0262* NAD 83(1986)-  44 43 33.     (N)    112 41 59.     (W)     SCALED    
 PZ0262* NAVD 88     -      1831.784  (meters)    6009.78   (feet)  ADJUSTED  
 PZ0262  ___________________________________________________________________
 PZ0262  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 PZ0262  DYNAMIC HT  -        1830.846 (meters)    6006.70  (feet)  COMP
 PZ0262  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 PZ0262
 PZ0262  VERT ORDER  -  FIRST     CLASS II
 PZ0262
 PZ0262.The horizontal coordinates were scaled from a topographic map and have
 PZ0262.an estimated accuracy of +/- 6 seconds.
 PZ0262
 PZ0262.The orthometric height was determined by differential leveling
 PZ0262.and adjusted by the National Geodetic Survey in June 1991..
 PZ0262
 PZ0262.The geoid height was determined by GEOID03.
 PZ0262
 PZ0262.The dynamic height is computed by dividing the NAVD 88
 PZ0262.geopotential number by the normal gravity value computed on the
 PZ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0262.degrees latitude (g = 980.6199 gals.).
 PZ0262
 PZ0262.The modeled gravity was interpolated from observed gravity values.
 PZ0262
 PZ0262;                    North         East    Units  Estimated Accuracy
 PZ0262;SPC MT       -    58,070.      346,540.      MT  (+/- 180 meters Scaled)
 PZ0262
 PZ0262                          SUPERSEDED SURVEY CONTROL
 PZ0262
 PZ0262  NGVD 29 (??/??/92) 1830.529  (m)         6005.66   (f) ADJ UNCH    1 2
 PZ0262
 PZ0262.Superseded values are not recommended for survey control.
 PZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0262.See file dsdata.txt to determine how the superseded data were derived.
 PZ0262
 PZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ653539(NAD 83)
 PZ0262_MARKER: DB = BENCH MARK DISK
 PZ0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0262_SP_SET: BUILDING
 PZ0262_STAMPING: F 318 1962
 PZ0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0262
 PZ0262  HISTORY     - Date     Condition        Report By
 PZ0262  HISTORY     - 1962     MONUMENTED       CGS
 PZ0262
 PZ0262                          STATION DESCRIPTION
 PZ0262
 PZ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0262'0.2 MI NW FROM DELL.
 PZ0262'0.2 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0262'AT DELL, SET VERTICALLY IN THE SOUTHWEST BRICK WALL OF THE SCHOOL
 PZ0262'BUILDING, 0.5 FOOT NORTHWEST OF THE SOUTH CORNER, 201 FEET NORTHEAST
 PZ0262'OF THE NORTHEAST RAIL OF THE MAIN TRACK, ABOUT LEVEL WITH THE TRACK,
 PZ0262'AND 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0019 ***********************************************************************
 PZ0019  DESIGNATION -  F 319
 PZ0019  PID         -  PZ0019
 PZ0019  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0019  USGS QUAD   -  SNOWLINE (1968)
 PZ0019
 PZ0019                         *CURRENT SURVEY CONTROL
 PZ0019  ___________________________________________________________________
 PZ0019* NAD 83(1986)-  44 34 26.     (N)    112 22 35.     (W)     SCALED    
 PZ0019* NAVD 88     -      2034.745  (meters)    6675.66   (feet)  ADJUSTED  
 PZ0019  ___________________________________________________________________
 PZ0019  GEOID HEIGHT-         -10.06  (meters)                     GEOID03
 PZ0019  DYNAMIC HT  -        2033.550 (meters)    6671.74  (feet)  COMP
 PZ0019  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 PZ0019
 PZ0019  VERT ORDER  -  FIRST     CLASS II
 PZ0019
 PZ0019.The horizontal coordinates were scaled from a topographic map and have
 PZ0019.an estimated accuracy of +/- 6 seconds.
 PZ0019
 PZ0019.The orthometric height was determined by differential leveling
 PZ0019.and adjusted by the National Geodetic Survey in June 1991..
 PZ0019
 PZ0019.The geoid height was determined by GEOID03.
 PZ0019
 PZ0019.The dynamic height is computed by dividing the NAVD 88
 PZ0019.geopotential number by the normal gravity value computed on the
 PZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0019.degrees latitude (g = 980.6199 gals.).
 PZ0019
 PZ0019.The modeled gravity was interpolated from observed gravity values.
 PZ0019
 PZ0019;                    North         East    Units  Estimated Accuracy
 PZ0019;SPC MT       -    40,200.      371,520.      MT  (+/- 180 meters Scaled)
 PZ0019
 PZ0019                          SUPERSEDED SURVEY CONTROL
 PZ0019
 PZ0019  NGVD 29 (??/??/92) 2033.361  (m)         6671.12   (f) ADJ UNCH    1 2
 PZ0019
 PZ0019.Superseded values are not recommended for survey control.
 PZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0019.See file dsdata.txt to determine how the superseded data were derived.
 PZ0019
 PZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ907365(NAD 83)
 PZ0019_MARKER: DB = BENCH MARK DISK
 PZ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0019_STAMPING: F 319 1962
 PZ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0019+STABILITY: SURFACE MOTION
 PZ0019
 PZ0019  HISTORY     - Date     Condition        Report By
 PZ0019  HISTORY     - 1962     MONUMENTED       CGS
 PZ0019  HISTORY     - 1967     GOOD             NGS
 PZ0019
 PZ0019                          STATION DESCRIPTION
 PZ0019
 PZ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0019'3.3 MI NW FROM MONIDA.
 PZ0019'3.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0019'AT MONIDA, 8.5 FEET WEST-NORTHWEST OF MILEPOLE 268, 45 FEET
 PZ0019'NORTH-NORTHEAST OF THE NEAR RAIL, 52 FEET SOUTH-SOUTHWEST OF A FENCE,
 PZ0019'2.4 FEET EAST-SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 PZ0019'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 PZ0019'THE GROUND.
 PZ0019
 PZ0019                          STATION RECOVERY (1967)
 PZ0019
 PZ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0057 ***********************************************************************
 QX0057  DESIGNATION -  F 32
 QX0057  PID         -  QX0057
 QX0057  STATE/COUNTY-  MT/PARK
 QX0057  USGS QUAD   -  PRAY (1988)
 QX0057
 QX0057                         *CURRENT SURVEY CONTROL
 QX0057  ___________________________________________________________________
 QX0057* NAD 83(1986)-  45 25 46.     (N)    110 39 05.     (W)     SCALED    
 QX0057* NAVD 88     -      1481.533  (meters)    4860.66   (feet)  ADJUSTED  
 QX0057  ___________________________________________________________________
 QX0057  GEOID HEIGHT-          -9.69  (meters)                     GEOID03
 QX0057  DYNAMIC HT  -        1480.944 (meters)    4858.73  (feet)  COMP
 QX0057  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 QX0057
 QX0057  VERT ORDER  -  FIRST     CLASS II
 QX0057
 QX0057.The horizontal coordinates were scaled from a topographic map and have
 QX0057.an estimated accuracy of +/- 6 seconds.
 QX0057
 QX0057.The orthometric height was determined by differential leveling
 QX0057.and adjusted by the National Geodetic Survey in June 1991..
 QX0057
 QX0057.The geoid height was determined by GEOID03.
 QX0057
 QX0057.The dynamic height is computed by dividing the NAVD 88
 QX0057.geopotential number by the normal gravity value computed on the
 QX0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0057.degrees latitude (g = 980.6199 gals.).
 QX0057
 QX0057.The modeled gravity was interpolated from observed gravity values.
 QX0057
 QX0057;                    North         East    Units  Estimated Accuracy
 QX0057;SPC MT       -   131,750.      509,920.      MT  (+/- 180 meters Scaled)
 QX0057
 QX0057                          SUPERSEDED SURVEY CONTROL
 QX0057
 QX0057  NGVD 29 (??/??/92) 1480.329  (m)         4856.71   (f) ADJ UNCH    1 2
 QX0057
 QX0057.Superseded values are not recommended for survey control.
 QX0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0057.See file dsdata.txt to determine how the superseded data were derived.
 QX0057
 QX0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR272307(NAD 83)
 QX0057_MARKER: DB = BENCH MARK DISK
 QX0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0057_STAMPING: F 32 1923 4856.614
 QX0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0057+STABILITY: SURFACE MOTION
 QX0057
 QX0057  HISTORY     - Date     Condition        Report By
 QX0057  HISTORY     - 1923     MONUMENTED       CGS
 QX0057  HISTORY     - 1960     GOOD             NGS
 QX0057  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0057
 QX0057                          STATION DESCRIPTION
 QX0057
 QX0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0057'6.1 MI NE FROM EMIGRANT.
 QX0057'ABOUT 6.1 MILES NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0057'RAILWAY FROM THE POST OFFICE AT EMIGRANT, NEAR THE LINE OF SECTIONS 5
 QX0057'AND 6, T 5 S, R 9 E, 52 1/2 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 QX0057'MILEPOST 17, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.1 MILE
 QX0057'SOUTHWEST OF THE STATION SIGN PRAY, 74.8 FEET SOUTHWEST OF
 QX0057'TRIANGULATION STATION PRAY 1950, 5 FEET SOUTHWEST OF A TELEPHONE POLE,
 QX0057'IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT LEVEL WITH THE TRACK, AND
 QX0057'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QX0057
 QX0057                          STATION RECOVERY (1983)
 QX0057
 QX0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0202 ***********************************************************************
 RV0202  DESIGNATION -  F 320
 RV0202  PID         -  RV0202
 RV0202  STATE/COUNTY-  MT/WHEATLAND
 RV0202  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0202
 RV0202                         *CURRENT SURVEY CONTROL
 RV0202  ___________________________________________________________________
 RV0202* NAD 83(1986)-  46 26 04.     (N)    109 25 51.     (W)     SCALED    
 RV0202* NAVD 88     -      1196.930  (meters)    3926.93   (feet)  ADJUSTED  
 RV0202  ___________________________________________________________________
 RV0202  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 RV0202  DYNAMIC HT  -        1196.710 (meters)    3926.21  (feet)  COMP
 RV0202  MODELED GRAV-     980,389.5   (mgal)                       NAVD 88
 RV0202
 RV0202  VERT ORDER  -  FIRST     CLASS II
 RV0202
 RV0202.The horizontal coordinates were scaled from a topographic map and have
 RV0202.an estimated accuracy of +/- 6 seconds.
 RV0202
 RV0202.The orthometric height was determined by differential leveling
 RV0202.and adjusted by the National Geodetic Survey in June 1991..
 RV0202
 RV0202.The geoid height was determined by GEOID03.
 RV0202
 RV0202.The dynamic height is computed by dividing the NAVD 88
 RV0202.geopotential number by the normal gravity value computed on the
 RV0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0202.degrees latitude (g = 980.6199 gals.).
 RV0202
 RV0202.The modeled gravity was interpolated from observed gravity values.
 RV0202
 RV0202;                    North         East    Units  Estimated Accuracy
 RV0202;SPC MT       -   242,750.      605,310.      MT  (+/- 180 meters Scaled)
 RV0202
 RV0202                          SUPERSEDED SURVEY CONTROL
 RV0202
 RV0202  NGVD 29 (??/??/92) 1196.045  (m)         3924.02   (f) ADJ UNCH    1 2
 RV0202
 RV0202.Superseded values are not recommended for survey control.
 RV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0202.See file dsdata.txt to determine how the superseded data were derived.
 RV0202
 RV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS205435(NAD 83)
 RV0202_MARKER: DB = BENCH MARK DISK
 RV0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0202_SP_SET: CULVERT
 RV0202_STAMPING: F 320 1962
 RV0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0202
 RV0202  HISTORY     - Date     Condition        Report By
 RV0202  HISTORY     - 1962     MONUMENTED       CGS
 RV0202
 RV0202                          STATION DESCRIPTION
 RV0202
 RV0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0202'3.7 MI SE FROM HEDGESVILLE.
 RV0202'3.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0202'CROSSING AT HEDGESVILLE, 5 1/2 POLES WEST-NORTHWEST OF AND ACROSS THE
 RV0202'TRACK FROM MILEPOST 78, IN THE TOP AND 1.4 FEET WEST-NORTHWEST OF THE
 RV0202'EAST-SOUTHEAST END OF THE SOUTH-SOUTHWEST CONCRETE HEAD WALL OF 8- BY
 RV0202'8-FOOT CONCRETE BOX CULVERT 78.15, 10 FEET SOUTH-SOUTHWEST OF THE NEAR
 RV0202'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0143 ***********************************************************************
 QY0143  DESIGNATION -  F 321
 QY0143  PID         -  QY0143
 QY0143  STATE/COUNTY-  MT/BEAVERHEAD
 QY0143  USGS QUAD   -  BOND (1979)
 QY0143
 QY0143                         *CURRENT SURVEY CONTROL
 QY0143  ___________________________________________________________________
 QY0143* NAD 83(1986)-  45 16 23.     (N)    112 39 05.     (W)     SCALED    
 QY0143* NAVD 88     -      1546.973  (meters)    5075.36   (feet)  ADJUSTED  
 QY0143  ___________________________________________________________________
 QY0143  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 QY0143  DYNAMIC HT  -        1546.338 (meters)    5073.28  (feet)  COMP
 QY0143  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 QY0143
 QY0143  VERT ORDER  -  FIRST     CLASS II
 QY0143
 QY0143.The horizontal coordinates were scaled from a topographic map and have
 QY0143.an estimated accuracy of +/- 6 seconds.
 QY0143
 QY0143.The orthometric height was determined by differential leveling
 QY0143.and adjusted by the National Geodetic Survey in June 1991..
 QY0143
 QY0143.The geoid height was determined by GEOID03.
 QY0143
 QY0143.The dynamic height is computed by dividing the NAVD 88
 QY0143.geopotential number by the normal gravity value computed on the
 QY0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0143.degrees latitude (g = 980.6199 gals.).
 QY0143
 QY0143.The modeled gravity was interpolated from observed gravity values.
 QY0143
 QY0143;                    North         East    Units  Estimated Accuracy
 QY0143;SPC MT       -   118,680.      352,810.      MT  (+/- 180 meters Scaled)
 QY0143
 QY0143                          SUPERSEDED SURVEY CONTROL
 QY0143
 QY0143  NGVD 29 (??/??/92) 1545.810  (m)         5071.55   (f) ADJ UNCH    1 2
 QY0143
 QY0143.Superseded values are not recommended for survey control.
 QY0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0143.See file dsdata.txt to determine how the superseded data were derived.
 QY0143
 QY0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR704146(NAD 83)
 QY0143_MARKER: DB = BENCH MARK DISK
 QY0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0143_SP_SET: HEADWALL
 QY0143_STAMPING: F 321 1962
 QY0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0143
 QY0143  HISTORY     - Date     Condition        Report By
 QY0143  HISTORY     - 1962     MONUMENTED       CGS
 QY0143
 QY0143                          STATION DESCRIPTION
 QY0143
 QY0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0143'4.3 MI N FROM DILLON.
 QY0143'4.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0143'DILLON, IN THE TOP AND 0.9 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 QY0143'SOUTHWEST HEADWALL OF STOCK UNDER PASS 332.28, 14.4 FEET SOUTHWEST OF
 QY0143'THE SOUTHWEST RAIL AND ABOUT 5 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0187 ***********************************************************************
 QY0187  DESIGNATION -  F 322
 QY0187  PID         -  QY0187
 QY0187  STATE/COUNTY-  MT/BEAVERHEAD
 QY0187  USGS QUAD   -  GLEN (1988)
 QY0187
 QY0187                         *CURRENT SURVEY CONTROL
 QY0187  ___________________________________________________________________
 QY0187* NAD 83(1986)-  45 29 46.     (N)    112 41 54.     (W)     SCALED    
 QY0187* NAVD 88     -      1525.981  (meters)    5006.49   (feet)  ADJUSTED  
 QY0187  ___________________________________________________________________
 QY0187  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 QY0187  DYNAMIC HT  -        1525.363 (meters)    5004.46  (feet)  COMP
 QY0187  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 QY0187
 QY0187  VERT ORDER  -  FIRST     CLASS II
 QY0187
 QY0187.The horizontal coordinates were scaled from a topographic map and have
 QY0187.an estimated accuracy of +/- 6 seconds.
 QY0187
 QY0187.The orthometric height was determined by differential leveling
 QY0187.and adjusted by the National Geodetic Survey in June 1991..
 QY0187
 QY0187.The geoid height was determined by GEOID03.
 QY0187
 QY0187.The dynamic height is computed by dividing the NAVD 88
 QY0187.geopotential number by the normal gravity value computed on the
 QY0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0187.degrees latitude (g = 980.6199 gals.).
 QY0187
 QY0187.The modeled gravity was interpolated from observed gravity values.
 QY0187
 QY0187;                    North         East    Units  Estimated Accuracy
 QY0187;SPC MT       -   143,600.      350,140.      MT  (+/- 180 meters Scaled)
 QY0187
 QY0187                          SUPERSEDED SURVEY CONTROL
 QY0187
 QY0187  NGVD 29 (??/??/92) 1524.789  (m)         5002.58   (f) ADJ UNCH    1 2
 QY0187
 QY0187.Superseded values are not recommended for survey control.
 QY0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0187.See file dsdata.txt to determine how the superseded data were derived.
 QY0187
 QY0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR673394(NAD 83)
 QY0187_MARKER: DB = BENCH MARK DISK
 QY0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0187_STAMPING: F 322 1962
 QY0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0187+STABILITY: SURFACE MOTION
 QY0187
 QY0187  HISTORY     - Date     Condition        Report By
 QY0187  HISTORY     - 1962     MONUMENTED       CGS
 QY0187
 QY0187                          STATION DESCRIPTION
 QY0187
 QY0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0187'9.7 MI S FROM MELROSE.
 QY0187'9.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 QY0187'AT MELROSE, 0.8 MILE NORTH OF NAVY SIDING, 3 1/2 FEET EAST OF THE
 QY0187'SECOND POLE NORTH OF MILEPOLE 349, 1 1/2 POLES NORTH OF A PRIVATE ROAD
 QY0187'CROSSING, 29.0 FEET EAST OF THE EAST RAIL, 53 FEET WEST OF THE CENTER
 QY0187'LINE OF U.S. HIGHWAY 91, 1.8 FEET WEST OF A FENCE, 2.4 FEET NORTH OF A
 QY0187'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 QY0187'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0121 ***********************************************************************
 QY0121  DESIGNATION -  F 323
 QY0121  PID         -  QY0121
 QY0121  STATE/COUNTY-  MT/BEAVERHEAD
 QY0121  USGS QUAD   -  DILLON WEST (1979)
 QY0121
 QY0121                         *CURRENT SURVEY CONTROL
 QY0121  ___________________________________________________________________
 QY0121* NAD 83(1986)-  45 07 40.     (N)    112 44 36.     (W)     SCALED    
 QY0121* NAVD 88     -      1603.525  (meters)    5260.90   (feet)  ADJUSTED  
 QY0121  ___________________________________________________________________
 QY0121  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 QY0121  DYNAMIC HT  -        1602.797 (meters)    5258.51  (feet)  COMP
 QY0121  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 QY0121
 QY0121  VERT ORDER  -  FIRST     CLASS II
 QY0121
 QY0121.The horizontal coordinates were scaled from a topographic map and have
 QY0121.an estimated accuracy of +/- 6 seconds.
 QY0121
 QY0121.The orthometric height was determined by differential leveling
 QY0121.and adjusted by the National Geodetic Survey in June 1991..
 QY0121
 QY0121.The geoid height was determined by GEOID03.
 QY0121
 QY0121.The dynamic height is computed by dividing the NAVD 88
 QY0121.geopotential number by the normal gravity value computed on the
 QY0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0121.degrees latitude (g = 980.6199 gals.).
 QY0121
 QY0121.The modeled gravity was interpolated from observed gravity values.
 QY0121
 QY0121;                    North         East    Units  Estimated Accuracy
 QY0121;SPC MT       -   102,850.      344,930.      MT  (+/- 180 meters Scaled)
 QY0121
 QY0121                          SUPERSEDED SURVEY CONTROL
 QY0121
 QY0121  NGVD 29 (??/??/92) 1602.315  (m)         5256.93   (f) ADJ UNCH    1 2
 QY0121
 QY0121.Superseded values are not recommended for survey control.
 QY0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0121.See file dsdata.txt to determine how the superseded data were derived.
 QY0121
 QY0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ629986(NAD 83)
 QY0121_MARKER: DB = BENCH MARK DISK
 QY0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0121_SP_SET: CULVERT
 QY0121_STAMPING: F 323 1962
 QY0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0121
 QY0121  HISTORY     - Date     Condition        Report By
 QY0121  HISTORY     - 1962     MONUMENTED       CGS
 QY0121
 QY0121                          STATION DESCRIPTION
 QY0121
 QY0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0121'7.95 MI SW FROM DILLON.
 QY0121'7.95 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0121'AT DILLON, 0.25 MILE SOUTHWEST OF THE CROSSING OF A DIRT ROAD AT
 QY0121'BARRATTS SIDING, 1 POLE NORTHEAST OF MILEPOLE 320, DIRECTLY OPPOSITE
 QY0121'RAILROAD BRIDGE 320.04, IN THE TOP OF THE NORTHEAST END OF THE
 QY0121'SOUTHEAST CONCRETE HEAD WALL OF DOUBLE CONCRETE BOX CULVERT UNDER U.S.
 QY0121'HIGHWAY 91, 57.6 FEET NORTHWEST OF THE NEAR RAIL, 13 FEET SOUTHEAST OF
 QY0121'THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT SOUTHWEST OF THE NORTHEAST
 QY0121'END OF THE ABUTMENT, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0219 ***********************************************************************
 ST0219  DESIGNATION -  F 324
 ST0219  PID         -  ST0219
 ST0219  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0219  USGS QUAD   -  WOLF CREEK (1979)
 ST0219
 ST0219                         *CURRENT SURVEY CONTROL
 ST0219  ___________________________________________________________________
 ST0219* NAD 83(1986)-  47 05 23.     (N)    112 03 48.     (W)     SCALED    
 ST0219* NAVD 88     -      1259.201  (meters)    4131.23   (feet)  ADJUSTED  
 ST0219  ___________________________________________________________________
 ST0219  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 ST0219  DYNAMIC HT  -        1259.023 (meters)    4130.64  (feet)  COMP
 ST0219  MODELED GRAV-     980,428.1   (mgal)                       NAVD 88
 ST0219
 ST0219  VERT ORDER  -  SECOND    CLASS 0
 ST0219
 ST0219.The horizontal coordinates were scaled from a topographic map and have
 ST0219.an estimated accuracy of +/- 6 seconds.
 ST0219
 ST0219.The orthometric height was determined by differential leveling
 ST0219.and adjusted by the National Geodetic Survey in June 1991..
 ST0219
 ST0219.The geoid height was determined by GEOID03.
 ST0219
 ST0219.The dynamic height is computed by dividing the NAVD 88
 ST0219.geopotential number by the normal gravity value computed on the
 ST0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0219.degrees latitude (g = 980.6199 gals.).
 ST0219
 ST0219.The modeled gravity was interpolated from observed gravity values.
 ST0219
 ST0219;                    North         East    Units  Estimated Accuracy
 ST0219;SPC MT       -   318,730.      405,520.      MT  (+/- 180 meters Scaled)
 ST0219
 ST0219                          SUPERSEDED SURVEY CONTROL
 ST0219
 ST0219  NGVD 29 (??/??/92) 1258.24   (m)         4128.1    (f) COMPUTED    2 0
 ST0219
 ST0219.Superseded values are not recommended for survey control.
 ST0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0219.See file dsdata.txt to determine how the superseded data were derived.
 ST0219
 ST0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT192156(NAD 83)
 ST0219_MARKER: DB = BENCH MARK DISK
 ST0219_SETTING: 66 = SET IN ROCK OUTCROP
 ST0219_SP_SET: OUTCROP LEDGE
 ST0219_STAMPING: F 324 1962
 ST0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0219+STABILITY: POSITION/ELEVATION WELL
 ST0219
 ST0219  HISTORY     - Date     Condition        Report By
 ST0219  HISTORY     - 1962     MONUMENTED       CGS
 ST0219
 ST0219                          STATION DESCRIPTION
 ST0219
 ST0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0219'7.2 MI N FROM WOLF CREEK.
 ST0219'7.2 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0219'RAILWAY STATION AT WOLF CREEK, ABOUT MIDWAY BETWEEN CURVES, ABOUT 100
 ST0219'FEET SOUTH OF THE NORTH END OF A CUT, IN THE TOP OF A LEDGE OF OUTCROP
 ST0219'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 48 FEET EAST OF THE
 ST0219'CENTER LINE OF THE HIGHWAY, 5.0 FEET EAST OF A WITNESS POST, AND ABOUT
 ST0219'2 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0861 ***********************************************************************
 SS0861  DESIGNATION -  F 325
 SS0861  PID         -  SS0861
 SS0861  STATE/COUNTY-  MT/CASCADE
 SS0861  USGS QUAD   -  HARDY (1961)
 SS0861
 SS0861                         *CURRENT SURVEY CONTROL
 SS0861  ___________________________________________________________________
 SS0861* NAD 83(1986)-  47 09 22.     (N)    111 50 14.     (W)     SCALED    
 SS0861* NAVD 88     -      1043.116  (meters)    3422.29   (feet)  ADJUSTED  
 SS0861  ___________________________________________________________________
 SS0861  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 SS0861  DYNAMIC HT  -        1042.984 (meters)    3421.86  (feet)  COMP
 SS0861  MODELED GRAV-     980,452.4   (mgal)                       NAVD 88
 SS0861
 SS0861  VERT ORDER  -  FIRST     CLASS II
 SS0861
 SS0861.The horizontal coordinates were scaled from a topographic map and have
 SS0861.an estimated accuracy of +/- 6 seconds.
 SS0861
 SS0861.The orthometric height was determined by differential leveling
 SS0861.and adjusted by the National Geodetic Survey in June 1991..
 SS0861
 SS0861.The geoid height was determined by GEOID03.
 SS0861
 SS0861.The dynamic height is computed by dividing the NAVD 88
 SS0861.geopotential number by the normal gravity value computed on the
 SS0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0861.degrees latitude (g = 980.6199 gals.).
 SS0861
 SS0861.The modeled gravity was interpolated from observed gravity values.
 SS0861
 SS0861;                    North         East    Units  Estimated Accuracy
 SS0861;SPC MT       -   325,570.      422,890.      MT  (+/- 180 meters Scaled)
 SS0861
 SS0861                          SUPERSEDED SURVEY CONTROL
 SS0861
 SS0861  NGVD 29 (??/??/92) 1042.170  (m)         3419.19   (f) ADJ UNCH    1 2
 SS0861
 SS0861.Superseded values are not recommended for survey control.
 SS0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0861.See file dsdata.txt to determine how the superseded data were derived.
 SS0861
 SS0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT365228(NAD 83)
 SS0861_MARKER: DB = BENCH MARK DISK
 SS0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0861_SP_SET: CUT BANK
 SS0861_STAMPING: F 325 1962
 SS0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0861
 SS0861  HISTORY     - Date     Condition        Report By
 SS0861  HISTORY     - 1962     MONUMENTED       CGS
 SS0861
 SS0861                          STATION DESCRIPTION
 SS0861
 SS0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0861'11.6 MI SW FROM CASCADE.
 SS0861'11.6 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0861'AT CASCADE, 47 1/2 FEET EAST OF THE FIRST POLE WEST OF MILEPOST 156,
 SS0861'SET VERTICALLY IN THE SOUTH FACE OF A CUT BANK, 8.0 FEET NORTH OF THE
 SS0861'NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0235 ***********************************************************************
 RV0235  DESIGNATION -  F 326
 RV0235  PID         -  RV0235
 RV0235  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0235  USGS QUAD   -  BELMONT (1979)
 RV0235
 RV0235                         *CURRENT SURVEY CONTROL
 RV0235  ___________________________________________________________________
 RV0235* NAD 83(1986)-  46 14 34.     (N)    108 59 57.     (W)     SCALED    
 RV0235* NAVD 88     -      1111.218  (meters)    3645.72   (feet)  ADJUSTED  
 RV0235  ___________________________________________________________________
 RV0235  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 RV0235  DYNAMIC HT  -        1111.023 (meters)    3645.08  (feet)  COMP
 RV0235  MODELED GRAV-     980,400.2   (mgal)                       NAVD 88
 RV0235
 RV0235  VERT ORDER  -  FIRST     CLASS II
 RV0235
 RV0235.The horizontal coordinates were scaled from a topographic map and have
 RV0235.an estimated accuracy of +/- 6 seconds.
 RV0235
 RV0235.The orthometric height was determined by differential leveling
 RV0235.and adjusted by the National Geodetic Survey in June 1991..
 RV0235
 RV0235.The geoid height was determined by GEOID03.
 RV0235
 RV0235.The dynamic height is computed by dividing the NAVD 88
 RV0235.geopotential number by the normal gravity value computed on the
 RV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0235.degrees latitude (g = 980.6199 gals.).
 RV0235
 RV0235.The modeled gravity was interpolated from observed gravity values.
 RV0235
 RV0235;                    North         East    Units  Estimated Accuracy
 RV0235;SPC MT       -   221,570.      638,610.      MT  (+/- 180 meters Scaled)
 RV0235
 RV0235                          SUPERSEDED SURVEY CONTROL
 RV0235
 RV0235  NGVD 29 (??/??/92) 1110.383  (m)         3642.98   (f) ADJ UNCH    1 2
 RV0235
 RV0235.Superseded values are not recommended for survey control.
 RV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0235.See file dsdata.txt to determine how the superseded data were derived.
 RV0235
 RV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS542229(NAD 83)
 RV0235_MARKER: DB = BENCH MARK DISK
 RV0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0235_STAMPING: F 326 1962
 RV0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0235+STABILITY: SURFACE MOTION
 RV0235
 RV0235  HISTORY     - Date     Condition        Report By
 RV0235  HISTORY     - 1962     MONUMENTED       CGS
 RV0235
 RV0235                          STATION DESCRIPTION
 RV0235
 RV0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0235'1.5 MI NW FROM BELMONT.
 RV0235'1.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0235'CROSSING AT BELMONT, 34 FEET NORTH OF MILEPOST 50, 46 FEET NORTH OF
 RV0235'THE NORTH RAIL, 2.3 FEET SOUTH OF A FENCE, 2.1 FEET WEST OF A WITNESS
 RV0235'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RV0235'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0185 ***********************************************************************
 QW0185  DESIGNATION -  F 327
 QW0185  PID         -  QW0185
 QW0185  STATE/COUNTY-  MT/YELLOWSTONE
 QW0185  USGS QUAD   -  RIMROCK (1956)
 QW0185
 QW0185                         *CURRENT SURVEY CONTROL
 QW0185  ___________________________________________________________________
 QW0185* NAD 83(1986)-  45 51 08.     (N)    108 39 17.     (W)     SCALED    
 QW0185* NAVD 88     -      1101.112  (meters)    3612.57   (feet)  ADJUSTED  
 QW0185  ___________________________________________________________________
 QW0185  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 QW0185  DYNAMIC HT  -        1100.877 (meters)    3611.79  (feet)  COMP
 QW0185  MODELED GRAV-     980,363.7   (mgal)                       NAVD 88
 QW0185
 QW0185  VERT ORDER  -  FIRST     CLASS II
 QW0185
 QW0185.The horizontal coordinates were scaled from a topographic map and have
 QW0185.an estimated accuracy of +/- 6 seconds.
 QW0185
 QW0185.The orthometric height was determined by differential leveling
 QW0185.and adjusted by the National Geodetic Survey in June 1991..
 QW0185
 QW0185.The geoid height was determined by GEOID03.
 QW0185
 QW0185.The dynamic height is computed by dividing the NAVD 88
 QW0185.geopotential number by the normal gravity value computed on the
 QW0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0185.degrees latitude (g = 980.6199 gals.).
 QW0185
 QW0185.The modeled gravity was interpolated from observed gravity values.
 QW0185
 QW0185;                    North         East    Units  Estimated Accuracy
 QW0185;SPC MT       -   178,410.      665,620.      MT  (+/- 180 meters Scaled)
 QW0185
 QW0185                          SUPERSEDED SURVEY CONTROL
 QW0185
 QW0185  NGVD 29 (??/??/92) 1100.291  (m)         3609.87   (f) ADJ UNCH    1 2
 QW0185
 QW0185.Superseded values are not recommended for survey control.
 QW0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0185.See file dsdata.txt to determine how the superseded data were derived.
 QW0185
 QW0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR820803(NAD 83)
 QW0185_MARKER: DB = BENCH MARK DISK
 QW0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0185_SP_SET: FOUNDATION
 QW0185_STAMPING: F 327 1962
 QW0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0185
 QW0185  HISTORY     - Date     Condition        Report By
 QW0185  HISTORY     - 1962     MONUMENTED       CGS
 QW0185
 QW0185                          STATION DESCRIPTION
 QW0185
 QW0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QW0185'7.0 MI S FROM ACTON.
 QW0185'7.0 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE OCCIDENT
 QW0185'ELEVATOR AT ACTON, 147 FEET EAST-NORTHEAST AND ACROSS THE TRACK FROM
 QW0185'THE 19TH POLE NORTH OF MILEPOST 14, IN THE TOP OF THE SOUTHWEST CORNER
 QW0185'OF AN ABANDONED CONCRETE FOUNDATION, 51 FEET EAST OF THE EAST RAIL, 27
 QW0185'FEET WEST OF THE NORTH END OF A CONCRETE WALL, 1.6 FEET EAST-NORTHEAST
 QW0185'OF THE SOUTHEAST CORNER OF THE FOUNDATION, AND ABOUT LEVEL WITH THE
 QW0185'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0774 ***********************************************************************
 SS0774  DESIGNATION -  F 328
 SS0774  PID         -  SS0774
 SS0774  STATE/COUNTY-  MT/CASCADE
 SS0774  USGS QUAD   -  TRULY (1965)
 SS0774
 SS0774                         *CURRENT SURVEY CONTROL
 SS0774  ___________________________________________________________________
 SS0774* NAD 83(1986)-  47 19 54.     (N)    111 25 40.     (W)     SCALED    
 SS0774* NAVD 88     -      1033.950  (meters)    3392.22   (feet)  ADJUSTED  
 SS0774  ___________________________________________________________________
 SS0774  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 SS0774  DYNAMIC HT  -        1033.859 (meters)    3391.92  (feet)  COMP
 SS0774  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 SS0774
 SS0774  VERT ORDER  -  SECOND    CLASS 0
 SS0774
 SS0774.The horizontal coordinates were scaled from a topographic map and have
 SS0774.an estimated accuracy of +/- 6 seconds.
 SS0774
 SS0774.The orthometric height was determined by differential leveling
 SS0774.and adjusted by the National Geodetic Survey in June 1991..
 SS0774
 SS0774.The geoid height was determined by GEOID03.
 SS0774
 SS0774.The dynamic height is computed by dividing the NAVD 88
 SS0774.geopotential number by the normal gravity value computed on the
 SS0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0774.degrees latitude (g = 980.6199 gals.).
 SS0774
 SS0774.The modeled gravity was interpolated from observed gravity values.
 SS0774
 SS0774;                    North         East    Units  Estimated Accuracy
 SS0774;SPC MT       -   344,220.      454,390.      MT  (+/- 180 meters Scaled)
 SS0774
 SS0774                          SUPERSEDED SURVEY CONTROL
 SS0774
 SS0774  NGVD 29 (??/??/92) 1033.033  (m)         3389.21   (f) ADJ UNCH    2 0
 SS0774
 SS0774.Superseded values are not recommended for survey control.
 SS0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0774.See file dsdata.txt to determine how the superseded data were derived.
 SS0774
 SS0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT676421(NAD 83)
 SS0774_MARKER: DB = BENCH MARK DISK
 SS0774_SETTING: 66 = SET IN ROCK OUTCROP
 SS0774_SP_SET: ROCK LEDGE
 SS0774_STAMPING: F 328 1962
 SS0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0774+STABILITY: POSITION/ELEVATION WELL
 SS0774
 SS0774  HISTORY     - Date     Condition        Report By
 SS0774  HISTORY     - 1962     MONUMENTED       CGS
 SS0774
 SS0774                          STATION DESCRIPTION
 SS0774
 SS0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0774'9.85 MI SE FROM ULM.
 SS0774'0.25 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0774'AT ULM, THENCE 2.2 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE 7.4 MILES
 SS0774'SOUTHEAST ALONG AN ASPHALT ROAD, 10.5 MILES NORTH OF SPANISH COULEE
 SS0774'SCHOOL, ON THE INSIDE OF A SHARP CURVE, IN THE TOP OF A LONG ROCK
 SS0774'LEDGE, 24 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 126 FEET
 SS0774'NORTHWEST OF A POWER POLE WITH A GUY WIRE, 3.5 FEET NORTH-NORTHEAST OF
 SS0774'A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND 1.0 FOOT ABOVE
 SS0774'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0102 ***********************************************************************
 QX0102  DESIGNATION -  F 33
 QX0102  PID         -  QX0102
 QX0102  STATE/COUNTY-  MT/PARK
 QX0102  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0102
 QX0102                         *CURRENT SURVEY CONTROL
 QX0102  ___________________________________________________________________
 QX0102* NAD 83(1986)-  45 03 14.     (N)    110 45 42.     (W)     SCALED    
 QX0102* NAVD 88     -      1579.752  (meters)    5182.90   (feet)  POSTED    
 QX0102  ___________________________________________________________________
 QX0102  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 QX0102  DYNAMIC HT  -        1579.000 (meters)    5180.44  (feet)  COMP
 QX0102  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 QX0102
 QX0102  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0102
 QX0102.The horizontal coordinates were scaled from a topographic map and have
 QX0102.an estimated accuracy of +/- 6 seconds.
 QX0102
 QX0102.The orthometric height was determined by differential leveling
 QX0102.and adjusted by the National Geodetic Survey in 1992..
 QX0102.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0102.rate of 0.0 thru 1.0 mm/km.
 QX0102
 QX0102.The geoid height was determined by GEOID03.
 QX0102
 QX0102.The dynamic height is computed by dividing the NAVD 88
 QX0102.geopotential number by the normal gravity value computed on the
 QX0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0102.degrees latitude (g = 980.6199 gals.).
 QX0102
 QX0102.The modeled gravity was interpolated from observed gravity values.
 QX0102
 QX0102;                    North         East    Units  Estimated Accuracy
 QX0102;SPC MT       -    90,150.      500,620.      MT  (+/- 180 meters Scaled)
 QX0102
 QX0102                          SUPERSEDED SURVEY CONTROL
 QX0102
 QX0102  NGVD 29 (??/??/92) 1578.483  (m)         5178.74   (f) ADJ UNCH    1 2
 QX0102
 QX0102.Superseded values are not recommended for survey control.
 QX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0102.See file dsdata.txt to determine how the superseded data were derived.
 QX0102
 QX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ187889(NAD 83)
 QX0102_MARKER: DB = BENCH MARK DISK
 QX0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0102_SP_SET: CULVERT
 QX0102_STAMPING: F 33 1923 5178.697
 QX0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0102
 QX0102  HISTORY     - Date     Condition        Report By
 QX0102  HISTORY     - 1923     MONUMENTED       CGS
 QX0102  HISTORY     - 1960     GOOD             NGS
 QX0102
 QX0102                          STATION DESCRIPTION
 QX0102
 QX0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0102'3.2 MI NW FROM GARDINER.
 QX0102'ABOUT 3.2 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0102'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 17, T 9 S, R 8 E, 6
 QX0102'1/2 RAILS SOUTHEAST OF A POWER LINE CROSSING THE TRACK, 9 FEET
 QX0102'SOUTHWEST OF THE SOUTHWEST RAIL, IN THE TOP OF THE SOUTHEAST END OF
 QX0102'THE SOUTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT, AT A CURVE IN A
 QX0102'DIRT ROAD, 82 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 QX0102'3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0016 ***********************************************************************
 QU0016  DESIGNATION -  F 34
 QU0016  PID         -  QU0016
 QU0016  STATE/COUNTY-  MT/CARTER
 QU0016  USGS QUAD   -  TIMBER HILL (1993)
 QU0016
 QU0016                         *CURRENT SURVEY CONTROL
 QU0016  ___________________________________________________________________
 QU0016* NAD 83(1986)-  45 33 13.     (N)    104 08 05.     (W)     SCALED    
 QU0016* NAVD 88     -      1039.237  (meters)    3409.56   (feet)  ADJUSTED  
 QU0016  ___________________________________________________________________
 QU0016  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 QU0016  DYNAMIC HT  -        1039.019 (meters)    3408.85  (feet)  COMP
 QU0016  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 QU0016
 QU0016  VERT ORDER  -  FIRST     CLASS II
 QU0016
 QU0016.The horizontal coordinates were scaled from a topographic map and have
 QU0016.an estimated accuracy of +/- 6 seconds.
 QU0016
 QU0016.The orthometric height was determined by differential leveling
 QU0016.and adjusted by the National Geodetic Survey in June 1991..
 QU0016
 QU0016.The geoid height was determined by GEOID03.
 QU0016
 QU0016.The dynamic height is computed by dividing the NAVD 88
 QU0016.geopotential number by the normal gravity value computed on the
 QU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0016.degrees latitude (g = 980.6199 gals.).
 QU0016
 QU0016.The modeled gravity was interpolated from observed gravity values.
 QU0016
 QU0016;                    North         East    Units  Estimated Accuracy
 QU0016;SPC MT       -   159,220.    1,018,490.      MT  (+/- 180 meters Scaled)
 QU0016
 QU0016                          SUPERSEDED SURVEY CONTROL
 QU0016
 QU0016  NGVD 29 (??/??/92) 1038.668  (m)         3407.70   (f) ADJ UNCH    1 2
 QU0016
 QU0016.Superseded values are not recommended for survey control.
 QU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0016.See file dsdata.txt to determine how the superseded data were derived.
 QU0016
 QU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL675448(NAD 83)
 QU0016_MARKER: DB = BENCH MARK DISK
 QU0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0016_STAMPING: F 34 1934
 QU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0016+STABILITY: SURFACE MOTION
 QU0016
 QU0016  HISTORY     - Date     Condition        Report By
 QU0016  HISTORY     - 1934     MONUMENTED       CGS
 QU0016  HISTORY     - 1977     GOOD             USGS
 QU0016
 QU0016                          STATION DESCRIPTION
 QU0016
 QU0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0016'9.4 MI W FROM CAMP COOK.
 QU0016'IN CARTER COUNTY, MONTANA, 9.4 MILES WEST ALONG THE ROAD TO
 QU0016'BROADUS FROM CAMP CROOK, HARDING COUNTY, SOUTH DAKOTA AT A CURVE
 QU0016'TO THE NORTHWEST, 97 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 QU0016'2 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND 2 FEET WEST OF A
 QU0016'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED F 34 1934 AND
 QU0016'SET IN THE TOP OF A CONCRETE POST.
 QU0016
 QU0016                          STATION RECOVERY (1977)
 QU0016
 QU0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 QU0016'8.6 MILES WEST ALONG A GRAVEL COUNTY ROAD FROM CAMP CROOK, SD AND 2.8
 QU0016'MILES WEST OF THE PLAINVIEW SCHOOLHOUSE, 0.6 MILE NORTH ALONG A TRACK
 QU0016'ROAD TO A RIGHT ANGLE CURVE WEST, 80 FEET NORTHEAST OF THE CENTER OF
 QU0016'THE CURVE IN THE TRACK ROAD AND 50 FEET NORTH OF AN EAST-WEST FENCE.
 QU0016'A STANDARD BRASS CAP SET IN A CONCRETE POST, 0.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0130 ***********************************************************************
 RU0130  DESIGNATION -  F 35
 RU0130  PID         -  RU0130
 RU0130  STATE/COUNTY-  MT/ROSEBUD
 RU0130  USGS QUAD   -  FINCH (1984)
 RU0130
 RU0130                         *CURRENT SURVEY CONTROL
 RU0130  ___________________________________________________________________
 RU0130* NAD 83(1986)-  46 20 48.     (N)    106 53 29.     (W)     SCALED    
 RU0130* NAVD 88     -       794.274  (meters)    2605.88   (feet)  ADJUSTED  
 RU0130  ___________________________________________________________________
 RU0130  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 RU0130  DYNAMIC HT  -         794.196 (meters)    2605.62  (feet)  COMP
 RU0130  MODELED GRAV-     980,489.8   (mgal)                       NAVD 88
 RU0130
 RU0130  VERT ORDER  -  FIRST     CLASS II
 RU0130
 RU0130.The horizontal coordinates were scaled from a topographic map and have
 RU0130.an estimated accuracy of +/- 6 seconds.
 RU0130
 RU0130.The orthometric height was determined by differential leveling
 RU0130.and adjusted by the National Geodetic Survey in June 1991..
 RU0130
 RU0130.The geoid height was determined by GEOID03.
 RU0130
 RU0130.The dynamic height is computed by dividing the NAVD 88
 RU0130.geopotential number by the normal gravity value computed on the
 RU0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0130.degrees latitude (g = 980.6199 gals.).
 RU0130
 RU0130.The modeled gravity was interpolated from observed gravity values.
 RU0130
 RU0130;                    North         East    Units  Estimated Accuracy
 RU0130;SPC MT       -   236,330.      800,660.      MT  (+/- 180 meters Scaled)
 RU0130
 RU0130                          SUPERSEDED SURVEY CONTROL
 RU0130
 RU0130  NGVD 29 (??/??/92)  793.647  (m)         2603.82   (f) ADJ UNCH    1 2
 RU0130
 RU0130.Superseded values are not recommended for survey control.
 RU0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0130.See file dsdata.txt to determine how the superseded data were derived.
 RU0130
 RU0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM544343(NAD 83)
 RU0130_MARKER: DB = BENCH MARK DISK
 RU0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0130_STAMPING: 2603.824 F 35 1931
 RU0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0130+STABILITY: SURFACE MOTION
 RU0130
 RU0130  HISTORY     - Date     Condition        Report By
 RU0130  HISTORY     - 1931     MONUMENTED       CGS
 RU0130  HISTORY     - 1968     MARK NOT FOUND   USGS
 RU0130
 RU0130                          STATION DESCRIPTION
 RU0130
 RU0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0130'6.4 MI E FROM VANANDA.
 RU0130'6.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RU0130'RAILROAD FROM THE STATION AT VANANDA, ROSEBUD COUNTY, 0.8 MILE EAST OF
 RU0130'THE STATION AT ANTWERP, 0.2 MILE WEST OF MILEPOST 1175, 250 YARDS WEST
 RU0130'OF THE WEST END OF A CURVE AROUND A PROMINENT RIM-ROCK HILL, 3 YARDS
 RU0130'EAST OF A PRIVATE-ROAD CROSSING, 46 FEET NORTH OF THE CENTERLINE OF
 RU0130'THE TRACK, 6 FEET EAST OF A GATEPOST, AND 4 FEET SOUTH OF THE
 RU0130'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2603.824 F 35 1931 AND
 RU0130'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 RU0130
 RU0130                          STATION RECOVERY (1968)
 RU0130
 RU0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RU0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3924 ***********************************************************************
 AA3924  DESIGNATION -  F 351 RESET
 AA3924  PID         -  AA3924
 AA3924  STATE/COUNTY-  MT/MINERAL
 AA3924  USGS QUAD   -  SALTESE (1988)
 AA3924
 AA3924                         *CURRENT SURVEY CONTROL
 AA3924  ___________________________________________________________________
 AA3924* NAD 83(1986)-  47 24 34.     (N)    115 30 38.     (W)     SCALED    
 AA3924* NAVD 88     -      1028.36   (+/-2cm)    3373.9    (feet)  VERTCON   
 AA3924  ___________________________________________________________________
 AA3924  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 AA3924
 AA3924  VERT ORDER  -  THIRD (See Below)
 AA3924
 AA3924.The horizontal coordinates were scaled from a topographic map and have
 AA3924.an estimated accuracy of +/- 6 seconds.
 AA3924
 AA3924.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3924.The vertical order pertains to the NGVD 29 superseded value.
 AA3924
 AA3924.The geoid height was determined by GEOID03.
 AA3924
 AA3924;                    North         East    Units  Estimated Accuracy
 AA3924;SPC MT       -   368,460.      147,080.      MT  (+/- 180 meters Scaled)
 AA3924
 AA3924                          SUPERSEDED SURVEY CONTROL
 AA3924
 AA3924  NGVD 29 (03/30/06) 1027.16   (m)         3369.9    (f) RESET       3  
 AA3924
 AA3924.Superseded values are not recommended for survey control.
 AA3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3924.See file dsdata.txt to determine how the superseded data were derived.
 AA3924
 AA3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN123517(NAD 83)
 AA3924_MARKER: DV = VERTICAL CONTROL DISK
 AA3924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3924_STAMPING: F 351 RESET 1972
 AA3924_MARK LOGO: NGS   
 AA3924_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3924+STABILITY: SURFACE MOTION
 AA3924
 AA3924  HISTORY     - Date     Condition        Report By
 AA3924  HISTORY     - 1972     MONUMENTED       MTDH
 AA3924
 AA3924                          STATION DESCRIPTION
 AA3924
 AA3924'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1972 (MJ)
 AA3924'IN SALTESE, 278 FEET (84.7 M) EAST OF THE EAST SWITCH-SALTESE BN RR
 AA3924'YARD AND 60 FEET (18.3 M) NORTH OF THE CENTERLINE OF THE TRACKS, SET
 AA3924'FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0428 ***********************************************************************
 SU0428  DESIGNATION -  F 352
 SU0428  PID         -  SU0428
 SU0428  STATE/COUNTY-  MT/MINERAL
 SU0428  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU0428
 SU0428                         *CURRENT SURVEY CONTROL
 SU0428  ___________________________________________________________________
 SU0428* NAD 83(1986)-  47 21 44.     (N)    115 11 28.     (W)     SCALED    
 SU0428* NAVD 88     -      1176.482  (meters)    3859.84   (feet)  ADJUSTED  
 SU0428  ___________________________________________________________________
 SU0428  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 SU0428  DYNAMIC HT  -        1176.340 (meters)    3859.38  (feet)  COMP
 SU0428  MODELED GRAV-     980,451.5   (mgal)                       NAVD 88
 SU0428
 SU0428  VERT ORDER  -  SECOND    CLASS 0
 SU0428
 SU0428.The horizontal coordinates were scaled from a topographic map and have
 SU0428.an estimated accuracy of +/- 6 seconds.
 SU0428
 SU0428.The orthometric height was determined by differential leveling
 SU0428.and adjusted by the National Geodetic Survey in June 1991..
 SU0428
 SU0428.The geoid height was determined by GEOID03.
 SU0428
 SU0428.The dynamic height is computed by dividing the NAVD 88
 SU0428.geopotential number by the normal gravity value computed on the
 SU0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0428.degrees latitude (g = 980.6199 gals.).
 SU0428
 SU0428.The modeled gravity was interpolated from observed gravity values.
 SU0428
 SU0428;                    North         East    Units  Estimated Accuracy
 SU0428;SPC MT       -   361,430.      170,720.      MT  (+/- 180 meters Scaled)
 SU0428
 SU0428                          SUPERSEDED SURVEY CONTROL
 SU0428
 SU0428  NGVD 29 (??/??/92) 1175.304  (m)         3855.98   (f) ADJ UNCH    2 0
 SU0428
 SU0428.Superseded values are not recommended for survey control.
 SU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0428.See file dsdata.txt to determine how the superseded data were derived.
 SU0428
 SU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN365470(NAD 83)
 SU0428_MARKER: DB = BENCH MARK DISK
 SU0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0428_STAMPING: F 352 1935
 SU0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0428+STABILITY: SURFACE MOTION
 SU0428
 SU0428  HISTORY     - Date     Condition        Report By
 SU0428  HISTORY     - 1935     MONUMENTED       CGS
 SU0428  HISTORY     - 1982     GOOD             USGS
 SU0428
 SU0428                          STATION DESCRIPTION
 SU0428
 SU0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0428'8.4 MI W FROM ST REGIS.
 SU0428'8.4 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0428'STATION AT ST. REGIS, MINERAL COUNTY, 0.4 MILE EAST OF CAMELS HUMP
 SU0428'MOUNTAIN, ON THE OUTSIDE OF A HORSESHOE CURVE, ON THE SLOPE OF A HILL,
 SU0428'AT THE SOUTHEAST END OF A FILL AT A DEEP DRAW, 33.8 FEET NORTHEAST OF
 SU0428'THE EAST END OF A GUARDRAIL, AND 13.2 FEET NORTH OF THE CENTERLINE OF
 SU0428'THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 SU0428
 SU0428                          STATION RECOVERY (1982)
 SU0428
 SU0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0428'DELETE ALL AFTER, 'FILL AT A DEEP DRAW AND REPLACE WITH, 8.0'
 SU0428'SOUTHEAST OF THE SOUTH END OF A GUARDRAIL AND 48' NORTHEAST OF THE
 SU0428'CENTERLINE OF THE HIGHWAY. A STANDARD DISK SET IN THE TOP OF AND
 SU0428'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0069 ***********************************************************************
 TJ0069  DESIGNATION -  F 353
 TJ0069  PID         -  TJ0069
 TJ0069  STATE/COUNTY-  MT/VALLEY
 TJ0069  USGS QUAD   -  FORT PECK (1972)
 TJ0069
 TJ0069                         *CURRENT SURVEY CONTROL
 TJ0069  ___________________________________________________________________
 TJ0069* NAD 83(1986)-  48 00 03.     (N)    106 28 45.     (W)     SCALED    
 TJ0069* NAVD 88     -       695.387  (meters)    2281.45   (feet)  ADJUSTED  
 TJ0069  ___________________________________________________________________
 TJ0069  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 TJ0069  DYNAMIC HT  -         695.445 (meters)    2281.64  (feet)  COMP
 TJ0069  MODELED GRAV-     980,672.1   (mgal)                       NAVD 88
 TJ0069
 TJ0069  VERT ORDER  -  FIRST     CLASS II
 TJ0069
 TJ0069.The horizontal coordinates were scaled from a topographic map and have
 TJ0069.an estimated accuracy of +/- 6 seconds.
 TJ0069
 TJ0069.The orthometric height was determined by differential leveling
 TJ0069.and adjusted by the National Geodetic Survey in June 1991..
 TJ0069
 TJ0069.The geoid height was determined by GEOID03.
 TJ0069
 TJ0069.The dynamic height is computed by dividing the NAVD 88
 TJ0069.geopotential number by the normal gravity value computed on the
 TJ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0069.degrees latitude (g = 980.6199 gals.).
 TJ0069
 TJ0069.The modeled gravity was interpolated from observed gravity values.
 TJ0069
 TJ0069;                    North         East    Units  Estimated Accuracy
 TJ0069;SPC MT       -   421,130.      825,270.      MT  (+/- 180 meters Scaled)
 TJ0069
 TJ0069                          SUPERSEDED SURVEY CONTROL
 TJ0069
 TJ0069  NGVD 29 (??/??/92)  694.759  (m)         2279.39   (f) ADJ UNCH    1 2
 TJ0069
 TJ0069.Superseded values are not recommended for survey control.
 TJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0069.See file dsdata.txt to determine how the superseded data were derived.
 TJ0069
 TJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP896174(NAD 83)
 TJ0069_MARKER: P = PIPE CAP
 TJ0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0069_STAMPING: R M 1/4 S 19.46
 TJ0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0069
 TJ0069  HISTORY     - Date     Condition        Report By
 TJ0069  HISTORY     - UNK      MONUMENTED       USGLO
 TJ0069  HISTORY     - 1948     GOOD             NGS
 TJ0069
 TJ0069                          STATION DESCRIPTION
 TJ0069
 TJ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0069'1.75 MI SW FROM FORT PECK.
 TJ0069'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0069'PECK, THENCE 1.15 MILES WEST ALONG STATE HIGHWAY 22, 94.0 FEET SOUTH
 TJ0069'OF THE CENTER LINE OF THE HIGHWAY, 80.5 FEET WEST OF THE CENTER OF THE
 TJ0069'MOST WESTERLY LAMPOST IN A ROW OF LAMPOSTS ALONG THE SOUTH SIDE OF THE
 TJ0069'FORT PECK DAM, 48.0 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 TJ0069'EAST ACROSS THE DAM, 0.5 FOOT NORTH OF A REFERENCE POST, A GENERAL
 TJ0069'LAND OFFICE SURVEY CAP RIVETED ON TOP OF AN IRON PIPE PROJECTING 0.1
 TJ0069'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0221 ***********************************************************************
 TJ0221  DESIGNATION -  F 354
 TJ0221  PID         -  TJ0221
 TJ0221  STATE/COUNTY-  MT/VALLEY
 TJ0221  USGS QUAD   -  WHEELER (1978)
 TJ0221
 TJ0221                         *CURRENT SURVEY CONTROL
 TJ0221  ___________________________________________________________________
 TJ0221* NAD 83(1986)-  48 01 26.     (N)    106 31 32.     (W)     SCALED    
 TJ0221* NAVD 88     -       671.615  (meters)    2203.46   (feet)  ADJUSTED  
 TJ0221  ___________________________________________________________________
 TJ0221  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TJ0221  DYNAMIC HT  -         671.674 (meters)    2203.65  (feet)  COMP
 TJ0221  MODELED GRAV-     980,676.6   (mgal)                       NAVD 88
 TJ0221
 TJ0221  VERT ORDER  -  FIRST     CLASS II
 TJ0221
 TJ0221.The horizontal coordinates were scaled from a topographic map and have
 TJ0221.an estimated accuracy of +/- 6 seconds.
 TJ0221
 TJ0221.The orthometric height was determined by differential leveling
 TJ0221.and adjusted by the National Geodetic Survey in June 1991..
 TJ0221
 TJ0221.The geoid height was determined by GEOID03.
 TJ0221
 TJ0221.The dynamic height is computed by dividing the NAVD 88
 TJ0221.geopotential number by the normal gravity value computed on the
 TJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0221.degrees latitude (g = 980.6199 gals.).
 TJ0221
 TJ0221.The modeled gravity was interpolated from observed gravity values.
 TJ0221
 TJ0221;                    North         East    Units  Estimated Accuracy
 TJ0221;SPC MT       -   423,560.      821,710.      MT  (+/- 180 meters Scaled)
 TJ0221
 TJ0221                          SUPERSEDED SURVEY CONTROL
 TJ0221
 TJ0221  NGVD 29 (??/??/92)  670.990  (m)         2201.41   (f) ADJ UNCH    1 2
 TJ0221
 TJ0221.Superseded values are not recommended for survey control.
 TJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0221.See file dsdata.txt to determine how the superseded data were derived.
 TJ0221
 TJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP862200(NAD 83)
 TJ0221_MARKER: DB = BENCH MARK DISK
 TJ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0221_STAMPING: F 354 1948
 TJ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0221+STABILITY: SURFACE MOTION
 TJ0221
 TJ0221  HISTORY     - Date     Condition        Report By
 TJ0221  HISTORY     - 1948     MONUMENTED       CGS
 TJ0221
 TJ0221                          STATION DESCRIPTION
 TJ0221
 TJ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0221'4.45 MI SNW FROM FORT PECK.
 TJ0221'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0221'PECK, THENCE 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 22, 312.0 FEET
 TJ0221'NORTHWEST OF THE WEST CORNER OF A 20-FOOT BRIDGE OVER WHEELER CREEK,
 TJ0221'36.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.5 FEET
 TJ0221'SOUTHWEST OF THE SOUTHEAST END OF AN 18-INCH CORRUGATED IRON CULVERT
 TJ0221'AT AN ENTRANCE TO A FIELD, 3.4 FEET NORTHEAST OF A FENCE, 1.7 FEET
 TJ0221'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 TJ0221'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0010 ***********************************************************************
 SQ0010  DESIGNATION -  F 355
 SQ0010  PID         -  SQ0010
 SQ0010  STATE/COUNTY-  MT/MCCONE
 SQ0010  USGS QUAD   -  BOBCAT CREEK (1972)
 SQ0010
 SQ0010                         *CURRENT SURVEY CONTROL
 SQ0010  ___________________________________________________________________
 SQ0010* NAD 83(1986)-  47 57 06.     (N)    106 15 06.     (W)     SCALED    
 SQ0010* NAVD 88     -       803.784  (meters)    2637.08   (feet)  ADJUSTED  
 SQ0010  ___________________________________________________________________
 SQ0010  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 SQ0010  DYNAMIC HT  -         803.841 (meters)    2637.27  (feet)  COMP
 SQ0010  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 SQ0010
 SQ0010  VERT ORDER  -  FIRST     CLASS II
 SQ0010
 SQ0010.The horizontal coordinates were scaled from a topographic map and have
 SQ0010.an estimated accuracy of +/- 6 seconds.
 SQ0010
 SQ0010.The orthometric height was determined by differential leveling
 SQ0010.and adjusted by the National Geodetic Survey in June 1991..
 SQ0010
 SQ0010.The geoid height was determined by GEOID03.
 SQ0010
 SQ0010.The dynamic height is computed by dividing the NAVD 88
 SQ0010.geopotential number by the normal gravity value computed on the
 SQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0010.degrees latitude (g = 980.6199 gals.).
 SQ0010
 SQ0010.The modeled gravity was interpolated from observed gravity values.
 SQ0010
 SQ0010;                    North         East    Units  Estimated Accuracy
 SQ0010;SPC MT       -   416,350.      842,450.      MT  (+/- 180 meters Scaled)
 SQ0010
 SQ0010                          SUPERSEDED SURVEY CONTROL
 SQ0010
 SQ0010  NGVD 29 (??/??/92)  803.156  (m)         2635.02   (f) ADJ UNCH    1 2
 SQ0010
 SQ0010.Superseded values are not recommended for survey control.
 SQ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0010.See file dsdata.txt to determine how the superseded data were derived.
 SQ0010
 SQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP065116(NAD 83)
 SQ0010_MARKER: DB = BENCH MARK DISK
 SQ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0010_STAMPING: F 355 1948
 SQ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0010+STABILITY: SURFACE MOTION
 SQ0010
 SQ0010  HISTORY     - Date     Condition        Report By
 SQ0010  HISTORY     - 1948     MONUMENTED       CGS
 SQ0010  HISTORY     - 1973     GOOD             USGS
 SQ0010
 SQ0010                          STATION DESCRIPTION
 SQ0010
 SQ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0010'11.1 MI SE FROM FORT PECK.
 SQ0010'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0010'PECK DAM AT FORT PECK, THENCE 8.15 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0010'ROAD, IN A TRIANGULAR PLOT OF GROUND AT A JUNCTION WITH A ROAD LEADING
 SQ0010'WEST, 42.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD ALONG THE
 SQ0010'NORTHWEST SIDE OF THE TRIANGULAR PLOT OF GROUND, 40.0 FEET SOUTHWEST
 SQ0010'OF THE CENTER LINE OF THE ROAD ALONG THE NORTHEAST SIDE OF THE
 SQ0010'TRIANGULAR PLOT OF GROUND, 31.0 FEET NORTH OF THE CENTER LINE OF THE
 SQ0010'ROAD ALONG THE SOUTH SIDE OF THE TRIANGULAR PLOT OF GROUND, 1.6 FEET
 SQ0010'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 SQ0010'PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- 9.6 MI SE ALONG ST HWY
 SQ0010'24 FROM THE E END OF FORT PECK DAM TO ROAD FORKS E AND W.  ABOUT 30 FT
 SQ0010'E OF E ROW FENCE, 12 FT NW OF DIM RD FORKS.  NO WITNESS POST.
 SQ0010
 SQ0010                          STATION RECOVERY (1973)
 SQ0010
 SQ0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0144 ***********************************************************************
 TJ0144  DESIGNATION -  F 356
 TJ0144  PID         -  TJ0144
 TJ0144  STATE/COUNTY-  MT/VALLEY
 TJ0144  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0144
 TJ0144                         *CURRENT SURVEY CONTROL
 TJ0144  ___________________________________________________________________
 TJ0144* NAD 83(1986)-  48 05 25.     (N)    106 16 10.     (W)     SCALED    
 TJ0144* NAVD 88     -       625.062  (meters)    2050.72   (feet)  ADJUSTED  
 TJ0144  ___________________________________________________________________
 TJ0144  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TJ0144  DYNAMIC HT  -         625.126 (meters)    2050.93  (feet)  COMP
 TJ0144  MODELED GRAV-     980,693.1   (mgal)                       NAVD 88
 TJ0144
 TJ0144  VERT ORDER  -  FIRST     CLASS II
 TJ0144
 TJ0144.The horizontal coordinates were scaled from a topographic map and have
 TJ0144.an estimated accuracy of +/- 6 seconds.
 TJ0144
 TJ0144.The orthometric height was determined by differential leveling
 TJ0144.and adjusted by the National Geodetic Survey in June 1991..
 TJ0144
 TJ0144.The geoid height was determined by GEOID03.
 TJ0144
 TJ0144.The dynamic height is computed by dividing the NAVD 88
 TJ0144.geopotential number by the normal gravity value computed on the
 TJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0144.degrees latitude (g = 980.6199 gals.).
 TJ0144
 TJ0144.The modeled gravity was interpolated from observed gravity values.
 TJ0144
 TJ0144;                    North         East    Units  Estimated Accuracy
 TJ0144;SPC MT       -   431,690.      840,490.      MT  (+/- 180 meters Scaled)
 TJ0144
 TJ0144                          SUPERSEDED SURVEY CONTROL
 TJ0144
 TJ0144  NGVD 29 (??/??/92)  624.424  (m)         2048.63   (f) ADJ UNCH    1 2
 TJ0144
 TJ0144.Superseded values are not recommended for survey control.
 TJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0144.See file dsdata.txt to determine how the superseded data were derived.
 TJ0144
 TJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP054271(NAD 83)
 TJ0144_MARKER: DB = BENCH MARK DISK
 TJ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0144_STAMPING: F 356 1948
 TJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0144+STABILITY: SURFACE MOTION
 TJ0144
 TJ0144  HISTORY     - Date     Condition        Report By
 TJ0144  HISTORY     - 1948     MONUMENTED       CGS
 TJ0144  HISTORY     - 1972     GOOD             USGS
 TJ0144
 TJ0144                          STATION DESCRIPTION
 TJ0144
 TJ0144'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 TJ0144'0.6 MI SW FROM WIOTA.
 TJ0144'0.6 MILE SOUTHWEST ALONG THE DISMANTLED RAILROAD GRADE OF THE GREAT
 TJ0144'NORTHERN FROM THE STATION AT WIOTA, 153 FT NORTHEAST OF THE CREST OF A
 TJ0144'RISE, 97 FT SOUTHEAST OF THE SOUTHEAST BANK OF THE MILD RIVER, 69.3
 TJ0144'FT. NORTHWEST OF THE CENTER OF THE OLD ROAD BED AND SET IN THE TOP OF
 TJ0144'A CONCRETE POST PROJECTING 0.5 FT. ABOVE THE GROUND.  NOTE-- THE
 TJ0144'RAILROAD BED IS ALL THAT REMAINS OF THE LINE TO FORT PECK RES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0030 ***********************************************************************
 SQ0030  DESIGNATION -  F 357
 SQ0030  PID         -  SQ0030
 SQ0030  STATE/COUNTY-  MT/MCCONE
 SQ0030  USGS QUAD   -  PASTURE CREEK (1973)
 SQ0030
 SQ0030                         *CURRENT SURVEY CONTROL
 SQ0030  ___________________________________________________________________
 SQ0030* NAD 83(1986)-  47 59 32.     (N)    106 06 13.     (W)     SCALED    
 SQ0030* NAVD 88     -       627.048  (meters)    2057.24   (feet)  ADJUSTED  
 SQ0030  ___________________________________________________________________
 SQ0030  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 SQ0030  DYNAMIC HT  -         627.112 (meters)    2057.45  (feet)  COMP
 SQ0030  MODELED GRAV-     980,694.6   (mgal)                       NAVD 88
 SQ0030
 SQ0030  VERT ORDER  -  FIRST     CLASS II
 SQ0030
 SQ0030.The horizontal coordinates were scaled from a topographic map and have
 SQ0030.an estimated accuracy of +/- 6 seconds.
 SQ0030
 SQ0030.The orthometric height was determined by differential leveling
 SQ0030.and adjusted by the National Geodetic Survey in June 1991..
 SQ0030
 SQ0030.The geoid height was determined by GEOID03.
 SQ0030
 SQ0030.The dynamic height is computed by dividing the NAVD 88
 SQ0030.geopotential number by the normal gravity value computed on the
 SQ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0030.degrees latitude (g = 980.6199 gals.).
 SQ0030
 SQ0030.The modeled gravity was interpolated from observed gravity values.
 SQ0030
 SQ0030;                    North         East    Units  Estimated Accuracy
 SQ0030;SPC MT       -   421,320.      853,300.      MT  (+/- 180 meters Scaled)
 SQ0030
 SQ0030                          SUPERSEDED SURVEY CONTROL
 SQ0030
 SQ0030  NGVD 29 (??/??/92)  626.446  (m)         2055.26   (f) ADJ UNCH    1 2
 SQ0030
 SQ0030.Superseded values are not recommended for survey control.
 SQ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0030.See file dsdata.txt to determine how the superseded data were derived.
 SQ0030
 SQ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP176160(NAD 83)
 SQ0030_MARKER: DB = BENCH MARK DISK
 SQ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0030_STAMPING: F 357 1948
 SQ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0030+STABILITY: SURFACE MOTION
 SQ0030
 SQ0030  HISTORY     - Date     Condition        Report By
 SQ0030  HISTORY     - 1948     MONUMENTED       CGS
 SQ0030  HISTORY     - 1973     GOOD             USGS
 SQ0030
 SQ0030                          STATION DESCRIPTION
 SQ0030
 SQ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0030'19.7 MI SE FROM FORT PECK.
 SQ0030'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0030'PECK DAM AT FORT PECK, THENCE 9.35 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0030'ROAD, THENCE 7.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD, ON THE
 SQ0030'OUTSIDE OF A CURVE, 56.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 SQ0030'54.5 FEET SOUTH OF THE WEST END OF A GATE ACROSS A PRIVATE ROAD
 SQ0030'LEADING NORTHWEST OT A RANCHHOUSE, 3.5 FEET EAST OF A T FENCE CORNER,
 SQ0030'1.1 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 SQ0030'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SQ0030
 SQ0030                          STATION RECOVERY (1973)
 SQ0030
 SQ0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0182 ***********************************************************************
 SQ0182  DESIGNATION -  F 358
 SQ0182  PID         -  SQ0182
 SQ0182  STATE/COUNTY-  MT/VALLEY
 SQ0182  USGS QUAD   -  BOMBER COULEE (1985)
 SQ0182
 SQ0182                         *CURRENT SURVEY CONTROL
 SQ0182  ___________________________________________________________________
 SQ0182* NAD 83(1986)-  47 57 24.     (N)    106 47 28.     (W)     SCALED    
 SQ0182* NAVD 88     -       674.940  (meters)    2214.37   (feet)  ADJUSTED  
 SQ0182  ___________________________________________________________________
 SQ0182  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 SQ0182  DYNAMIC HT  -         675.000 (meters)    2214.56  (feet)  COMP
 SQ0182  MODELED GRAV-     980,678.0   (mgal)                       NAVD 88
 SQ0182
 SQ0182  VERT ORDER  -  SECOND    CLASS 0
 SQ0182
 SQ0182.The horizontal coordinates were scaled from a topographic map and have
 SQ0182.an estimated accuracy of +/- 6 seconds.
 SQ0182
 SQ0182.The orthometric height was determined by differential leveling
 SQ0182.and adjusted by the National Geodetic Survey in June 1991..
 SQ0182
 SQ0182.The geoid height was determined by GEOID03.
 SQ0182
 SQ0182.The dynamic height is computed by dividing the NAVD 88
 SQ0182.geopotential number by the normal gravity value computed on the
 SQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0182.degrees latitude (g = 980.6199 gals.).
 SQ0182
 SQ0182.The modeled gravity was interpolated from observed gravity values.
 SQ0182
 SQ0182;                    North         East    Units  Estimated Accuracy
 SQ0182;SPC MT       -   415,380.      802,190.      MT  (+/- 180 meters Scaled)
 SQ0182
 SQ0182                          SUPERSEDED SURVEY CONTROL
 SQ0182
 SQ0182  NGVD 29 (??/??/92)  674.306  (m)         2212.29   (f) ADJ UNCH    2 0
 SQ0182
 SQ0182.Superseded values are not recommended for survey control.
 SQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0182.See file dsdata.txt to determine how the superseded data were derived.
 SQ0182
 SQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP662130(NAD 83)
 SQ0182_MARKER: DB = BENCH MARK DISK
 SQ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0182_STAMPING: F 358 1948
 SQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0182+STABILITY: SURFACE MOTION
 SQ0182
 SQ0182  HISTORY     - Date     Condition        Report By
 SQ0182  HISTORY     - 1948     MONUMENTED       CGS
 SQ0182  HISTORY     - 1957     GOOD             USGS
 SQ0182
 SQ0182                          STATION DESCRIPTION
 SQ0182
 SQ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0182'30.0 MI SE FROM GLASGOW.
 SQ0182'TO REACH FROM THE GREAT NORTHERN RAILWAY STATION AT GLASGOW, GO 9.3
 SQ0182'MILES SOUTH ALONG STATE HIGHWAY 24 TO THE Y-JUNCTION OF A DIRT ROAD
 SQ0182'LEADING SOUTH, TAKE THE RIGHT FORK AND PROCEED SOUTH ALONG THE GRADED
 SQ0182'DIRT ROAD FOR 17.2 MILES TO THE PINES TO A DIM T-ROAD LEADING
 SQ0182'NORTHWEST, FOLLOW THE DIM ROAD 1.4 MILES NORTHWEST TO A DIM T-ROAD
 SQ0182'LEADING NORTHEAST, AND TAKE THE DIM ROAD (THE OLD WILLOW CREEK ROAD)
 SQ0182'NORTHEAST FOR 2.1 MILES.  THE MARK IS 1230 FEET SOUTHWEST OF THE
 SQ0182'CENTERLINE OF THE OLD ROAD AT A DRAIN CUT, AND 40 FEET SOUTHEAST OF
 SQ0182'THE CENTERLINE OF THE ROAD.
 SQ0182
 SQ0182                          STATION RECOVERY (1957)
 SQ0182
 SQ0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0333 ***********************************************************************
 TH0333  DESIGNATION -  F 359
 TH0333  PID         -  TH0333
 TH0333  STATE/COUNTY-  MT/VALLEY
 TH0333  USGS QUAD   -  OSWEGO (1972)
 TH0333
 TH0333                         *CURRENT SURVEY CONTROL
 TH0333  ___________________________________________________________________
 TH0333* NAD 83(1986)-  48 05 22.     (N)    105 59 41.     (W)     SCALED    
 TH0333* NAVD 88     -       670.633  (meters)    2200.24   (feet)  ADJUSTED  
 TH0333  ___________________________________________________________________
 TH0333  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TH0333  DYNAMIC HT  -         670.707 (meters)    2200.48  (feet)  COMP
 TH0333  MODELED GRAV-     980,699.8   (mgal)                       NAVD 88
 TH0333
 TH0333  VERT ORDER  -  SECOND    CLASS 0
 TH0333
 TH0333.The horizontal coordinates were scaled from a topographic map and have
 TH0333.an estimated accuracy of +/- 6 seconds.
 TH0333
 TH0333.The orthometric height was determined by differential leveling
 TH0333.and adjusted by the National Geodetic Survey in June 1991..
 TH0333
 TH0333.The geoid height was determined by GEOID03.
 TH0333
 TH0333.The dynamic height is computed by dividing the NAVD 88
 TH0333.geopotential number by the normal gravity value computed on the
 TH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0333.degrees latitude (g = 980.6199 gals.).
 TH0333
 TH0333.The modeled gravity was interpolated from observed gravity values.
 TH0333
 TH0333;                    North         East    Units  Estimated Accuracy
 TH0333;SPC MT       -   432,480.      860,930.      MT  (+/- 180 meters Scaled)
 TH0333
 TH0333                          SUPERSEDED SURVEY CONTROL
 TH0333
 TH0333  NGVD 29 (??/??/92)  670.030  (m)         2198.26   (f) ADJ UNCH    2 0
 TH0333
 TH0333.Superseded values are not recommended for survey control.
 TH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0333.See file dsdata.txt to determine how the superseded data were derived.
 TH0333
 TH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP259267(NAD 83)
 TH0333_MARKER: DB = BENCH MARK DISK
 TH0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0333_STAMPING: F 359 1948
 TH0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0333+STABILITY: SURFACE MOTION
 TH0333
 TH0333  HISTORY     - Date     Condition        Report By
 TH0333  HISTORY     - 1948     MONUMENTED       CGS
 TH0333
 TH0333                          STATION DESCRIPTION
 TH0333
 TH0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0333'4.2 MI NE FROM FRAZER.
 TH0333'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0333'STATION AT FRAZER, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0333'291.2 FEET NORTH OF AN EAST-WEST SECTION LINE FENCE, 36.0 FEET EAST OF
 TH0333'AND 2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH
 TH0333'OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A
 TH0333'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0219 ***********************************************************************
 RU0219  DESIGNATION -  F 36
 RU0219  PID         -  RU0219
 RU0219  STATE/COUNTY-  MT/ROSEBUD
 RU0219  USGS QUAD   -  EMMA BUTTE (1965)
 RU0219
 RU0219                         *CURRENT SURVEY CONTROL
 RU0219  ___________________________________________________________________
 RU0219* NAD 83(1986)-  46 54 09.     (N)    107 22 21.     (W)     SCALED    
 RU0219* NAVD 88     -       984.949  (meters)    3231.45   (feet)  ADJUSTED  
 RU0219  ___________________________________________________________________
 RU0219  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 RU0219  DYNAMIC HT  -         984.889 (meters)    3231.26  (feet)  COMP
 RU0219  MODELED GRAV-     980,517.6   (mgal)                       NAVD 88
 RU0219
 RU0219  VERT ORDER  -  FIRST     CLASS II
 RU0219
 RU0219.The horizontal coordinates were scaled from a topographic map and have
 RU0219.an estimated accuracy of +/- 6 seconds.
 RU0219
 RU0219.The orthometric height was determined by differential leveling
 RU0219.and adjusted by the National Geodetic Survey in June 1991..
 RU0219
 RU0219.The geoid height was determined by GEOID03.
 RU0219
 RU0219.The dynamic height is computed by dividing the NAVD 88
 RU0219.geopotential number by the normal gravity value computed on the
 RU0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0219.degrees latitude (g = 980.6199 gals.).
 RU0219
 RU0219.The modeled gravity was interpolated from observed gravity values.
 RU0219
 RU0219;                    North         East    Units  Estimated Accuracy
 RU0219;SPC MT       -   296,950.      761,990.      MT  (+/- 180 meters Scaled)
 RU0219
 RU0219                          SUPERSEDED SURVEY CONTROL
 RU0219
 RU0219  NGVD 29 (??/??/92)  984.252  (m)         3229.17   (f) ADJ UNCH    1 2
 RU0219
 RU0219.Superseded values are not recommended for survey control.
 RU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0219.See file dsdata.txt to determine how the superseded data were derived.
 RU0219
 RU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM193970(NAD 83)
 RU0219_MARKER: DB = BENCH MARK DISK
 RU0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0219_STAMPING: 3229.167 F 36 1931
 RU0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0219+STABILITY: SURFACE MOTION
 RU0219
 RU0219  HISTORY     - Date     Condition        Report By
 RU0219  HISTORY     - 1931     MONUMENTED       CGS
 RU0219
 RU0219                          STATION DESCRIPTION
 RU0219
 RU0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0219'21.7 MI N FROM INGOMAR.
 RU0219'ABOUT 21.7 MILES NORTH ALONG THE INGOMAR-EDWARDS ROAD FROM THE
 RU0219'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT INGOMAR,
 RU0219'ROSEBUD COUNTY, ABOUT 1/3 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 RU0219'EAST TOWARD BRUNELDA, AT THE TOP OF A HIGH HILL, AND ABOUT 30 FEET
 RU0219'EAST OF THE ROAD.  A STANDARD DISK, STAMPED 3229.167 F 36 1931 AND SET
 RU0219'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0311 ***********************************************************************
 TH0311  DESIGNATION -  F 360
 TH0311  PID         -  TH0311
 TH0311  STATE/COUNTY-  MT/VALLEY
 TH0311  USGS QUAD   -  LUSTRE (1983)
 TH0311
 TH0311                         *CURRENT SURVEY CONTROL
 TH0311  ___________________________________________________________________
 TH0311* NAD 83(1986)-  48 24 34.     (N)    105 59 58.     (W)     SCALED    
 TH0311* NAVD 88     -       874.887  (meters)    2870.36   (feet)  ADJUSTED  
 TH0311  ___________________________________________________________________
 TH0311  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TH0311  DYNAMIC HT  -         874.973 (meters)    2870.64  (feet)  COMP
 TH0311  MODELED GRAV-     980,678.8   (mgal)                       NAVD 88
 TH0311
 TH0311  VERT ORDER  -  SECOND    CLASS 0
 TH0311
 TH0311.The horizontal coordinates were scaled from a topographic map and have
 TH0311.an estimated accuracy of +/- 6 seconds.
 TH0311
 TH0311.The orthometric height was determined by differential leveling
 TH0311.and adjusted by the National Geodetic Survey in June 1991..
 TH0311
 TH0311.The geoid height was determined by GEOID03.
 TH0311
 TH0311.The dynamic height is computed by dividing the NAVD 88
 TH0311.geopotential number by the normal gravity value computed on the
 TH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0311.degrees latitude (g = 980.6199 gals.).
 TH0311
 TH0311.The modeled gravity was interpolated from observed gravity values.
 TH0311
 TH0311;                    North         East    Units  Estimated Accuracy
 TH0311;SPC MT       -   468,000.      858,990.      MT  (+/- 180 meters Scaled)
 TH0311
 TH0311                          SUPERSEDED SURVEY CONTROL
 TH0311
 TH0311  NGVD 29 (??/??/92)  874.246  (m)         2868.26   (f) ADJ UNCH    2 0
 TH0311
 TH0311.Superseded values are not recommended for survey control.
 TH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0311.See file dsdata.txt to determine how the superseded data were derived.
 TH0311
 TH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP260622(NAD 83)
 TH0311_MARKER: DB = BENCH MARK DISK
 TH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0311_STAMPING: F 360 1948
 TH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0311+STABILITY: SURFACE MOTION
 TH0311
 TH0311  HISTORY     - Date     Condition        Report By
 TH0311  HISTORY     - 1948     MONUMENTED       CGS
 TH0311  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0311
 TH0311                          STATION DESCRIPTION
 TH0311
 TH0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0311'26.3 MI NE FROM FRAZER.
 TH0311'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0311'STATION AT FRAZER, THENCE 24.1 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0311'AT A ROAD INTERSECTION, 160.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 TH0311'OF A CHURCH, 90.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 TH0311'40.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.7 FEET WEST
 TH0311'OF A REFERENCE POST, 0.8 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF
 TH0311'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 TH0311
 TH0311                          STATION RECOVERY (1977)
 TH0311
 TH0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0218 ***********************************************************************
 SQ0218  DESIGNATION -  F 362
 SQ0218  PID         -  SQ0218
 SQ0218  STATE/COUNTY-  MT/VALLEY
 SQ0218  USGS QUAD   -  LEWIS RESERVOIR (1978)
 SQ0218
 SQ0218                         *CURRENT SURVEY CONTROL
 SQ0218  ___________________________________________________________________
 SQ0218* NAD 83(1986)-  47 57 56.     (N)    106 43 27.     (W)     SCALED    
 SQ0218* NAVD 88     -       689.615  (meters)    2262.51   (feet)  ADJUSTED  
 SQ0218  ___________________________________________________________________
 SQ0218  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SQ0218  DYNAMIC HT  -         689.678 (meters)    2262.72  (feet)  COMP
 SQ0218  MODELED GRAV-     980,679.5   (mgal)                       NAVD 88
 SQ0218
 SQ0218  VERT ORDER  -  SECOND    CLASS 0
 SQ0218
 SQ0218.The horizontal coordinates were scaled from a topographic map and have
 SQ0218.an estimated accuracy of +/- 6 seconds.
 SQ0218
 SQ0218.The orthometric height was determined by differential leveling
 SQ0218.and adjusted by the National Geodetic Survey in June 1991..
 SQ0218
 SQ0218.The geoid height was determined by GEOID03.
 SQ0218
 SQ0218.The dynamic height is computed by dividing the NAVD 88
 SQ0218.geopotential number by the normal gravity value computed on the
 SQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0218.degrees latitude (g = 980.6199 gals.).
 SQ0218
 SQ0218.The modeled gravity was interpolated from observed gravity values.
 SQ0218
 SQ0218;                    North         East    Units  Estimated Accuracy
 SQ0218;SPC MT       -   416,540.      807,150.      MT  (+/- 180 meters Scaled)
 SQ0218
 SQ0218                          SUPERSEDED SURVEY CONTROL
 SQ0218
 SQ0218  NGVD 29 (??/??/92)  688.987  (m)         2260.45   (f) ADJ UNCH    2 0
 SQ0218
 SQ0218.Superseded values are not recommended for survey control.
 SQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0218.See file dsdata.txt to determine how the superseded data were derived.
 SQ0218
 SQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP713139(NAD 83)
 SQ0218_MARKER: DB = BENCH MARK DISK
 SQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0218_STAMPING: F 362 1948
 SQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0218+STABILITY: SURFACE MOTION
 SQ0218
 SQ0218  HISTORY     - Date     Condition        Report By
 SQ0218  HISTORY     - 1948     MONUMENTED       CGS
 SQ0218
 SQ0218                          STATION DESCRIPTION
 SQ0218
 SQ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0218'21.7 MI S FROM GLASGOW.
 SQ0218'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0218'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0218'ROAD, THENCE 6.6 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.6
 SQ0218'MILES SOUTH ALONG THE PINES ROAD, 177 YARDS (PACED) SOUTHEAST OF A
 SQ0218'24-INCH CORRUGATED IRON CULVERT AT THE BASE OF A SMALL FILL, 53 YARDS
 SQ0218'(PACED) SOUTH OF THE CENTER LINE OF AN EAST-WEST GULLEY, 59.0 FEET
 SQ0218'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTHEAST OF A
 SQ0218'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SQ0218'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0201 ***********************************************************************
 SQ0201  DESIGNATION -  F 363
 SQ0201  PID         -  SQ0201
 SQ0201  STATE/COUNTY-  MT/VALLEY
 SQ0201  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0201
 SQ0201                         *CURRENT SURVEY CONTROL
 SQ0201  ___________________________________________________________________
 SQ0201* NAD 83(1986)-  47 48 46.     (N)    106 47 04.     (W)     SCALED    
 SQ0201* NAVD 88     -       774.406  (meters)    2540.70   (feet)  ADJUSTED  
 SQ0201  ___________________________________________________________________
 SQ0201  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 SQ0201  DYNAMIC HT  -         774.454 (meters)    2540.85  (feet)  COMP
 SQ0201  MODELED GRAV-     980,647.9   (mgal)                       NAVD 88
 SQ0201
 SQ0201  VERT ORDER  -  SECOND    CLASS 0
 SQ0201
 SQ0201.The horizontal coordinates were scaled from a topographic map and have
 SQ0201.an estimated accuracy of +/- 6 seconds.
 SQ0201
 SQ0201.The orthometric height was determined by differential leveling
 SQ0201.and adjusted by the National Geodetic Survey in June 1991..
 SQ0201
 SQ0201.The geoid height was determined by GEOID03.
 SQ0201
 SQ0201.The dynamic height is computed by dividing the NAVD 88
 SQ0201.geopotential number by the normal gravity value computed on the
 SQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0201.degrees latitude (g = 980.6199 gals.).
 SQ0201
 SQ0201.The modeled gravity was interpolated from observed gravity values.
 SQ0201
 SQ0201;                    North         East    Units  Estimated Accuracy
 SQ0201;SPC MT       -   399,410.      803,240.      MT  (+/- 180 meters Scaled)
 SQ0201
 SQ0201                          SUPERSEDED SURVEY CONTROL
 SQ0201
 SQ0201  NGVD 29 (??/??/92)  773.751  (m)         2538.55   (f) ADJ UNCH    2 0
 SQ0201
 SQ0201.Superseded values are not recommended for survey control.
 SQ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0201.See file dsdata.txt to determine how the superseded data were derived.
 SQ0201
 SQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN664970(NAD 83)
 SQ0201_MARKER: DB = BENCH MARK DISK
 SQ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0201_STAMPING: F 363 1948
 SQ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0201+STABILITY: SURFACE MOTION
 SQ0201
 SQ0201  HISTORY     - Date     Condition        Report By
 SQ0201  HISTORY     - 1948     MONUMENTED       CGS
 SQ0201
 SQ0201                          STATION DESCRIPTION
 SQ0201
 SQ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0201'38.75 MI S FROM GLASGOW.
 SQ0201'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0201'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0201'ROAD, THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9
 SQ0201'MILES SOUTHEAST ALONG A TRAIL, THENCE 1.55 MILES SOUTH ALONG THE WEST
 SQ0201'FORK OF THE TRAIL, THENCE 2.4 MILES SOUTHEAST ALONG A DIM TRAIL. 62
 SQ0201'YARDS (PACED) SOUTHEAST OF THE CREST OF A BARE KNOLL, 38.5 FEET EAST
 SQ0201'OF AND 4.0 FEET LOWER THAN THE CENTER LINE OF THE TRAIL, 1.8 FEET EAST
 SQ0201'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SQ0201'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0012 ***********************************************************************
 TJ0012  DESIGNATION -  F 364
 TJ0012  PID         -  TJ0012
 TJ0012  STATE/COUNTY-  MT/VALLEY
 TJ0012  USGS QUAD   -  OPHEIM (1973)
 TJ0012
 TJ0012                         *CURRENT SURVEY CONTROL
 TJ0012  ___________________________________________________________________
 TJ0012* NAD 83(1986)-  48 51 19.     (N)    106 25 27.     (W)     SCALED    
 TJ0012* NAVD 88     -       990.129  (meters)    3248.45   (feet)  ADJUSTED  
 TJ0012  ___________________________________________________________________
 TJ0012  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TJ0012  DYNAMIC HT  -         990.240 (meters)    3248.81  (feet)  COMP
 TJ0012  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 TJ0012
 TJ0012  VERT ORDER  -  SECOND    CLASS 0
 TJ0012
 TJ0012.The horizontal coordinates were scaled from a topographic map and have
 TJ0012.an estimated accuracy of +/- 6 seconds.
 TJ0012
 TJ0012.The orthometric height was determined by differential leveling
 TJ0012.and adjusted by the National Geodetic Survey in June 1991..
 TJ0012
 TJ0012.The geoid height was determined by GEOID03.
 TJ0012
 TJ0012.The dynamic height is computed by dividing the NAVD 88
 TJ0012.geopotential number by the normal gravity value computed on the
 TJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0012.degrees latitude (g = 980.6199 gals.).
 TJ0012
 TJ0012.The modeled gravity was interpolated from observed gravity values.
 TJ0012
 TJ0012;                    North         East    Units  Estimated Accuracy
 TJ0012;SPC MT       -   516,210.      825,640.      MT  (+/- 180 meters Scaled)
 TJ0012
 TJ0012                          SUPERSEDED SURVEY CONTROL
 TJ0012
 TJ0012  NGVD 29 (??/??/92)  989.426  (m)         3246.14   (f) ADJ UNCH    2 0
 TJ0012
 TJ0012.Superseded values are not recommended for survey control.
 TJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0012.See file dsdata.txt to determine how the superseded data were derived.
 TJ0012
 TJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ955123(NAD 83)
 TJ0012_MARKER: DB = BENCH MARK DISK
 TJ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0012_STAMPING: F 364 1948
 TJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0012+STABILITY: SURFACE MOTION
 TJ0012
 TJ0012  HISTORY     - Date     Condition        Report By
 TJ0012  HISTORY     - 1948     MONUMENTED       CGS
 TJ0012  HISTORY     - 1970     GOOD             USGS
 TJ0012
 TJ0012                          STATION DESCRIPTION
 TJ0012
 TJ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0012'0.8 MI W FROM OPHEIM.
 TJ0012'0.8 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TJ0012'STATION AT OPHEIM, AT A T ROAD JUNCTION WITH A ROAD LEADING NORTH,
 TJ0012'46.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 28.0 FEET
 TJ0012'EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 1.9 FEET WEST OF A
 TJ0012'REFERENCE POST, 1.5 FEET NORTH OF A FENCE AND SET IN THE TOP OF A
 TJ0012'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 TJ0012
 TJ0012                          STATION RECOVERY (1970)
 TJ0012
 TJ0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TJ0012'BM IS IN CONCRETE POST, IN N.E. COR OF PRIVATE DRIVEWAY, SECT 24 R 40
 TJ0012'E T 36 N, MARKED BY WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0258 ***********************************************************************
 TJ0258  DESIGNATION -  F 365
 TJ0258  PID         -  TJ0258
 TJ0258  STATE/COUNTY-  MT/VALLEY
 TJ0258  USGS QUAD   -  THOENY (1984)
 TJ0258
 TJ0258                         *CURRENT SURVEY CONTROL
 TJ0258  ___________________________________________________________________
 TJ0258* NAD 83(1986)-  48 54 45.     (N)    106 53 35.     (W)     SCALED    
 TJ0258* NAVD 88     -       760.400  (meters)    2494.75   (feet)  ADJUSTED  
 TJ0258  ___________________________________________________________________
 TJ0258  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TJ0258  DYNAMIC HT  -         760.515 (meters)    2495.12  (feet)  COMP
 TJ0258  MODELED GRAV-     980,735.6   (mgal)                       NAVD 88
 TJ0258
 TJ0258  VERT ORDER  -  SECOND    CLASS 0
 TJ0258
 TJ0258.The horizontal coordinates were scaled from a topographic map and have
 TJ0258.an estimated accuracy of +/- 6 seconds.
 TJ0258
 TJ0258.The orthometric height was determined by differential leveling
 TJ0258.and adjusted by the National Geodetic Survey in June 1991..
 TJ0258
 TJ0258.The geoid height was determined by GEOID03.
 TJ0258
 TJ0258.The dynamic height is computed by dividing the NAVD 88
 TJ0258.geopotential number by the normal gravity value computed on the
 TJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0258.degrees latitude (g = 980.6199 gals.).
 TJ0258
 TJ0258.The modeled gravity was interpolated from observed gravity values.
 TJ0258
 TJ0258;                    North         East    Units  Estimated Accuracy
 TJ0258;SPC MT       -   521,320.      791,040.      MT  (+/- 180 meters Scaled)
 TJ0258
 TJ0258                          SUPERSEDED SURVEY CONTROL
 TJ0258
 TJ0258  NGVD 29 (??/??/92)  759.720  (m)         2492.51   (f) ADJ UNCH    2 0
 TJ0258
 TJ0258.Superseded values are not recommended for survey control.
 TJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0258.See file dsdata.txt to determine how the superseded data were derived.
 TJ0258
 TJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ612194(NAD 83)
 TJ0258_MARKER: DB = BENCH MARK DISK
 TJ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0258_STAMPING: F 365 1948
 TJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0258+STABILITY: SURFACE MOTION
 TJ0258
 TJ0258  HISTORY     - Date     Condition        Report By
 TJ0258  HISTORY     - 1948     MONUMENTED       CGS
 TJ0258  HISTORY     - 1976     GOOD             USGS
 TJ0258
 TJ0258                          STATION DESCRIPTION
 TJ0258
 TJ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0258'3.65 MI WNE FROM THOENY.
 TJ0258'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT THOENY,
 TJ0258'THENCE 2.1 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.45 MILES
 TJ0258'EAST ALONG A GRADED DIRT ROAD, 0.6 MILE WEST OF A POINT WHERE THE ROAD
 TJ0258'CROSSES THE MAIN CHANNEL OF ROCK CREEK, 115.3 FEET WEST OF THE WEST
 TJ0258'END OF A WIRE GATE ACROSS A FIELD ENTRANCE, 31.0 FEET SOUTH OF AND
 TJ0258'LEVEL WITH THE CENTER LINE OF THE ROAD, 2.2 FEET EAST OF A REFERENCE
 TJ0258'POST, 1.5 FEET NORTH OF A FENCE AND SET IN THE TOP OF A CONCRETE POST
 TJ0258'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0258
 TJ0258                          STATION RECOVERY (1976)
 TJ0258
 TJ0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0258'FROM THE POST OFFICE IN OPHEIM GO SOUTH 0.1 MI., THENCE WEST ON PAVED
 TJ0258'THEN GRAVELED ROAD TOWARDS THOENY 24.0 MI. TO TRACK ROAD NORTH, 2.3
 TJ0258'MI. WEST OF THOENY. THENCE NORTH ON TRACK ROAD 2.2 MI. TO Y JUNCT.,
 TJ0258'THENCE WEST, THRU WIRE GATE 0.25 MI. TO WIRE GATE, CONTINUE WEST THEN
 TJ0258'NORTH ACROSS ROCK CREEK, THEN WEST A TOTAL OF 1.1 MI. TO BM ON LEFT
 TJ0258'IN FENCE, 32 FT. S. OF ROAD AND 127 WEST OF A WIRE GATE. A STANDARD
 TJ0258'TABLET SET IN A CONCRETE POST PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0098 ***********************************************************************
 TL0098  DESIGNATION -  F 366
 TL0098  PID         -  TL0098
 TL0098  STATE/COUNTY-  MT/CHOUTEAU
 TL0098  USGS QUAD   -  BIG SANDY (1969)
 TL0098
 TL0098                         *CURRENT SURVEY CONTROL
 TL0098  ___________________________________________________________________
 TL0098* NAD 83(1986)-  48 10 47.     (N)    110 07 04.     (W)     SCALED    
 TL0098* NAVD 88     -       823.461  (meters)    2701.64   (feet)  ADJUSTED  
 TL0098  ___________________________________________________________________
 TL0098  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 TL0098  DYNAMIC HT  -         823.493 (meters)    2701.74  (feet)  COMP
 TL0098  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 TL0098
 TL0098  VERT ORDER  -  SECOND    CLASS 0
 TL0098
 TL0098.The horizontal coordinates were scaled from a topographic map and have
 TL0098.an estimated accuracy of +/- 6 seconds.
 TL0098
 TL0098.The orthometric height was determined by differential leveling
 TL0098.and adjusted by the National Geodetic Survey in June 1991..
 TL0098
 TL0098.The geoid height was determined by GEOID03.
 TL0098
 TL0098.The dynamic height is computed by dividing the NAVD 88
 TL0098.geopotential number by the normal gravity value computed on the
 TL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0098.degrees latitude (g = 980.6199 gals.).
 TL0098
 TL0098.The modeled gravity was interpolated from observed gravity values.
 TL0098
 TL0098;                    North         East    Units  Estimated Accuracy
 TL0098;SPC MT       -   436,850.      554,080.      MT  (+/- 180 meters Scaled)
 TL0098
 TL0098                          SUPERSEDED SURVEY CONTROL
 TL0098
 TL0098  NGVD 29 (??/??/92)  822.598  (m)         2698.81   (f) ADJ UNCH    2 0
 TL0098
 TL0098.Superseded values are not recommended for survey control.
 TL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0098.See file dsdata.txt to determine how the superseded data were derived.
 TL0098
 TL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU655366(NAD 83)
 TL0098_MARKER: DB = BENCH MARK DISK
 TL0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TL0098_SP_SET: BUILDING
 TL0098_STAMPING: F 366 1948
 TL0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0098
 TL0098  HISTORY     - Date     Condition        Report By
 TL0098  HISTORY     - 1948     MONUMENTED       CGS
 TL0098
 TL0098                          STATION DESCRIPTION
 TL0098
 TL0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0098'IN BIG SANDY.
 TL0098'AT BIG SANDY, 0.8 FOOT SOUTHWEST OF THE NORTH CORNER OF THE NORTHERN
 TL0098'MONTANA STATE BANK, AND SET VERTICALLY 3.5 FEET ABOVE THE SIDEWALK IN
 TL0098'THE NORTHWEST LIMESTONE WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0187 ***********************************************************************
 TL0187  DESIGNATION -  F 367
 TL0187  PID         -  TL0187
 TL0187  STATE/COUNTY-  MT/CHOUTEAU
 TL0187  USGS QUAD   -  ROCKY COULEE SE (1970)
 TL0187
 TL0187                         *CURRENT SURVEY CONTROL
 TL0187  ___________________________________________________________________
 TL0187* NAD 83(1986)-  48 15 47.     (N)    110 31 02.     (W)     SCALED    
 TL0187* NAVD 88     -       881.129  (meters)    2890.84   (feet)  ADJUSTED  
 TL0187  ___________________________________________________________________
 TL0187  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TL0187  DYNAMIC HT  -         881.186 (meters)    2891.02  (feet)  COMP
 TL0187  MODELED GRAV-     980,645.9   (mgal)                       NAVD 88
 TL0187
 TL0187  VERT ORDER  -  SECOND    CLASS 0
 TL0187
 TL0187.The horizontal coordinates were scaled from a topographic map and have
 TL0187.an estimated accuracy of +/- 6 seconds.
 TL0187
 TL0187.The orthometric height was determined by differential leveling
 TL0187.and adjusted by the National Geodetic Survey in June 1991..
 TL0187
 TL0187.The geoid height was determined by GEOID03.
 TL0187
 TL0187.The dynamic height is computed by dividing the NAVD 88
 TL0187.geopotential number by the normal gravity value computed on the
 TL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0187.degrees latitude (g = 980.6199 gals.).
 TL0187
 TL0187.The modeled gravity was interpolated from observed gravity values.
 TL0187
 TL0187;                    North         East    Units  Estimated Accuracy
 TL0187;SPC MT       -   446,420.      524,510.      MT  (+/- 180 meters Scaled)
 TL0187
 TL0187                          SUPERSEDED SURVEY CONTROL
 TL0187
 TL0187  NGVD 29 (??/??/92)  880.260  (m)         2887.99   (f) ADJ UNCH    2 0
 TL0187
 TL0187.Superseded values are not recommended for survey control.
 TL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0187.See file dsdata.txt to determine how the superseded data were derived.
 TL0187
 TL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU358456(NAD 83)
 TL0187_MARKER: DB = BENCH MARK DISK
 TL0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0187_STAMPING: F 367 1948
 TL0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0187+STABILITY: SURFACE MOTION
 TL0187
 TL0187  HISTORY     - Date     Condition        Report By
 TL0187  HISTORY     - 1948     MONUMENTED       CGS
 TL0187  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0187
 TL0187                          STATION DESCRIPTION
 TL0187
 TL0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0187'22.3 MI SE FROM RUDYARD.
 TL0187'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0187'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0187'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 3.0 MILES SOUTH
 TL0187'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, AT THE NORTHWEST CORNER
 TL0187'OF SECTION 24, T. 29 N., R. 9 E., 107.0 FEET SOUTH OF THE CENTER LINE
 TL0187'OF AN EAST-WEST ROAD, 33.0 FEET EAST OF THE CENTER LINE OF A
 TL0187'NORTH-SOUTH ROAD, 1.7 FEET SOUTH OF A REFERENCE POST, 1.4 FEET EAST OF
 TL0187'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 TL0187'ABOVE THE GROUND.
 TL0187
 TL0187                          STATION RECOVERY (1970)
 TL0187
 TL0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0189 ***********************************************************************
 TL0189  DESIGNATION -  F 368
 TL0189  PID         -  TL0189
 TL0189  STATE/COUNTY-  MT/CHOUTEAU
 TL0189  USGS QUAD   -  ROCKY COULEE SE (1970)
 TL0189
 TL0189                         *CURRENT SURVEY CONTROL
 TL0189  ___________________________________________________________________
 TL0189* NAD 83(1986)-  48 17 31.     (N)    110 31 02.     (W)     SCALED    
 TL0189* NAVD 88     -       873.677  (meters)    2866.39   (feet)  ADJUSTED  
 TL0189  ___________________________________________________________________
 TL0189  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TL0189  DYNAMIC HT  -         873.738 (meters)    2866.59  (feet)  COMP
 TL0189  MODELED GRAV-     980,651.1   (mgal)                       NAVD 88
 TL0189
 TL0189  VERT ORDER  -  SECOND    CLASS 0
 TL0189
 TL0189.The horizontal coordinates were scaled from a topographic map and have
 TL0189.an estimated accuracy of +/- 6 seconds.
 TL0189
 TL0189.The orthometric height was determined by differential leveling
 TL0189.and adjusted by the National Geodetic Survey in June 1991..
 TL0189
 TL0189.The geoid height was determined by GEOID03.
 TL0189
 TL0189.The dynamic height is computed by dividing the NAVD 88
 TL0189.geopotential number by the normal gravity value computed on the
 TL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0189.degrees latitude (g = 980.6199 gals.).
 TL0189
 TL0189.The modeled gravity was interpolated from observed gravity values.
 TL0189
 TL0189;                    North         East    Units  Estimated Accuracy
 TL0189;SPC MT       -   449,640.      524,550.      MT  (+/- 180 meters Scaled)
 TL0189
 TL0189                          SUPERSEDED SURVEY CONTROL
 TL0189
 TL0189  NGVD 29 (??/??/92)  872.807  (m)         2863.53   (f) ADJ UNCH    2 0
 TL0189
 TL0189.Superseded values are not recommended for survey control.
 TL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0189.See file dsdata.txt to determine how the superseded data were derived.
 TL0189
 TL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU358488(NAD 83)
 TL0189_MARKER: DB = BENCH MARK DISK
 TL0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0189_STAMPING: F 368 1948
 TL0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0189+STABILITY: SURFACE MOTION
 TL0189
 TL0189  HISTORY     - Date     Condition        Report By
 TL0189  HISTORY     - 1948     MONUMENTED       CGS
 TL0189
 TL0189                          STATION DESCRIPTION
 TL0189
 TL0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0189'20.3 MI S FROM RUDYARD.
 TL0189'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0189'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0189'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 TL0189'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, AT THE NORTHWEST CORNER
 TL0189'OF SECTION 12, T. 29 N., R. 9 E., 40.0 FEET EAST OF THE CENTER LINE OF
 TL0189'A NORTH-SOUTH ROAD, 37.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 TL0189'ROAD, 1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 TL0189'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0179 ***********************************************************************
 TL0179  DESIGNATION -  F 369
 TL0179  PID         -  TL0179
 TL0179  STATE/COUNTY-  MT/LIBERTY
 TL0179  USGS QUAD   -  POVERTY COULEE SE (1970)
 TL0179
 TL0179                         *CURRENT SURVEY CONTROL
 TL0179  ___________________________________________________________________
 TL0179* NAD 83(1986)-  48 19 02.     (N)    110 51 33.     (W)     SCALED    
 TL0179* NAVD 88     -       889.071  (meters)    2916.89   (feet)  ADJUSTED  
 TL0179  ___________________________________________________________________
 TL0179  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 TL0179  DYNAMIC HT  -         889.133 (meters)    2917.10  (feet)  COMP
 TL0179  MODELED GRAV-     980,651.0   (mgal)                       NAVD 88
 TL0179
 TL0179  VERT ORDER  -  SECOND    CLASS 0
 TL0179
 TL0179.The horizontal coordinates were scaled from a topographic map and have
 TL0179.an estimated accuracy of +/- 6 seconds.
 TL0179
 TL0179.The orthometric height was determined by differential leveling
 TL0179.and adjusted by the National Geodetic Survey in June 1991..
 TL0179
 TL0179.The geoid height was determined by GEOID03.
 TL0179
 TL0179.The dynamic height is computed by dividing the NAVD 88
 TL0179.geopotential number by the normal gravity value computed on the
 TL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0179.degrees latitude (g = 980.6199 gals.).
 TL0179
 TL0179.The modeled gravity was interpolated from observed gravity values.
 TL0179
 TL0179;                    North         East    Units  Estimated Accuracy
 TL0179;SPC MT       -   452,830.      499,240.      MT  (+/- 180 meters Scaled)
 TL0179
 TL0179                          SUPERSEDED SURVEY CONTROL
 TL0179
 TL0179  NGVD 29 (??/??/92)  888.185  (m)         2913.99   (f) ADJ UNCH    2 0
 TL0179
 TL0179.Superseded values are not recommended for survey control.
 TL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0179.See file dsdata.txt to determine how the superseded data were derived.
 TL0179
 TL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU104515(NAD 83)
 TL0179_MARKER: DD = SURVEY DISK
 TL0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0179_STAMPING: F 369 1948
 TL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0179+STABILITY: SURFACE MOTION
 TL0179
 TL0179  HISTORY     - Date     Condition        Report By
 TL0179  HISTORY     - 1948     MONUMENTED       BOR
 TL0179  HISTORY     - 1948     GOOD             NGS
 TL0179
 TL0179                          STATION DESCRIPTION
 TL0179
 TL0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0179'19.0 MI S FROM CHESTER.
 TL0179'0.5 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TL0179'STATION AT CHESTER, THENCE 10.2 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0179'THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 5.0 MILES EAST
 TL0179'ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTHEAST ALONG A TRAIL, 240 YARDS
 TL0179'(PACED) SOUTH OF AN EAST-WEST FENCE, 157 YARDS (PACED) WEST OF THE
 TL0179'CENTER LINE OF COTTONWOOD CREEK AT A POINT WHERE A TRAIL CROSSES THE
 TL0179'CREEK, 84.0 FEET NORTH OF THE CENTER LINE OF A TRAIL, 12.0 FEET NORTH
 TL0179'OF THE CENTER LINE OF A SMALL RAVINE, 3.0 FEET SOUTHWEST OF A
 TL0179'REFERENCE POST, ON THE EAST SIDE OF A STEEP SLOPE, AND SET IN THE TOP
 TL0179'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0123 ***********************************************************************
 SQ0123  DESIGNATION -  F 37
 SQ0123  PID         -  SQ0123
 SQ0123  STATE/COUNTY-  MT/GARFIELD
 SQ0123  USGS QUAD   -  JORDAN (1964)
 SQ0123
 SQ0123                         *CURRENT SURVEY CONTROL
 SQ0123  ___________________________________________________________________
 SQ0123* NAD 83(1986)-  47 19 30.     (N)    106 56 08.     (W)     SCALED    
 SQ0123* NAVD 88     -       805.567  (meters)    2642.93   (feet)  ADJUSTED  
 SQ0123  ___________________________________________________________________
 SQ0123  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 SQ0123  DYNAMIC HT  -         805.581 (meters)    2642.98  (feet)  COMP
 SQ0123  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 SQ0123
 SQ0123  VERT ORDER  -  FIRST     CLASS II
 SQ0123
 SQ0123.The horizontal coordinates were scaled from a topographic map and have
 SQ0123.an estimated accuracy of +/- 6 seconds.
 SQ0123
 SQ0123.The orthometric height was determined by differential leveling
 SQ0123.and adjusted by the National Geodetic Survey in June 1991..
 SQ0123
 SQ0123.The geoid height was determined by GEOID03.
 SQ0123
 SQ0123.The dynamic height is computed by dividing the NAVD 88
 SQ0123.geopotential number by the normal gravity value computed on the
 SQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0123.degrees latitude (g = 980.6199 gals.).
 SQ0123
 SQ0123.The modeled gravity was interpolated from observed gravity values.
 SQ0123
 SQ0123;                    North         East    Units  Estimated Accuracy
 SQ0123;SPC MT       -   344,860.      793,710.      MT  (+/- 180 meters Scaled)
 SQ0123
 SQ0123                          SUPERSEDED SURVEY CONTROL
 SQ0123
 SQ0123  NGVD 29 (??/??/92)  804.886  (m)         2640.70   (f) ADJ UNCH    1 2
 SQ0123
 SQ0123.Superseded values are not recommended for survey control.
 SQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0123.See file dsdata.txt to determine how the superseded data were derived.
 SQ0123
 SQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN537430(NAD 83)
 SQ0123_MARKER: DB = BENCH MARK DISK
 SQ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0123_STAMPING: 2640.697 F 37 1931
 SQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0123+STABILITY: SURFACE MOTION
 SQ0123
 SQ0123  HISTORY     - Date     Condition        Report By
 SQ0123  HISTORY     - 1931     MONUMENTED       CGS
 SQ0123  HISTORY     - 1934     GOOD             NGS
 SQ0123  HISTORY     - 1964     GOOD             USGS
 SQ0123
 SQ0123                          STATION DESCRIPTION
 SQ0123
 SQ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0123'1.5 MI W FROM JORDAN.
 SQ0123'1.5 MILES WEST ALONG THE JORDAN-BRUSETT ROAD FROM JORDAN, GARFIELD
 SQ0123'COUNTY, ON THE FIRST HILL WEST OF THE PIONEER CEMETERY, AND 50 FEET
 SQ0123'NORTH OF THE ROAD.  A STANDARD DISK, STAMPED 2640.697 F 31 1931 AND
 SQ0123'SET IN THE TOP OF A CONCRETE POST.
 SQ0123
 SQ0123                          STATION RECOVERY (1964)
 SQ0123
 SQ0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SQ0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0191 ***********************************************************************
 TL0191  DESIGNATION -  F 370
 TL0191  PID         -  TL0191
 TL0191  STATE/COUNTY-  MT/HILL
 TL0191  USGS QUAD   -  RUDYARD (1972)
 TL0191
 TL0191                         *CURRENT SURVEY CONTROL
 TL0191  ___________________________________________________________________
 TL0191* NAD 83(1986)-  48 33 31.     (N)    110 32 19.     (W)     SCALED    
 TL0191* NAVD 88     -       948.607  (meters)    3112.22   (feet)  ADJUSTED  
 TL0191  ___________________________________________________________________
 TL0191  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 TL0191  DYNAMIC HT  -         948.681 (meters)    3112.46  (feet)  COMP
 TL0191  MODELED GRAV-     980,656.4   (mgal)                       NAVD 88
 TL0191
 TL0191  VERT ORDER  -  FIRST     CLASS II
 TL0191
 TL0191.The horizontal coordinates were scaled from a topographic map and have
 TL0191.an estimated accuracy of +/- 6 seconds.
 TL0191
 TL0191.The orthometric height was determined by differential leveling
 TL0191.and adjusted by the National Geodetic Survey in June 1991..
 TL0191
 TL0191.The geoid height was determined by GEOID03.
 TL0191
 TL0191.The dynamic height is computed by dividing the NAVD 88
 TL0191.geopotential number by the normal gravity value computed on the
 TL0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0191.degrees latitude (g = 980.6199 gals.).
 TL0191
 TL0191.The modeled gravity was interpolated from observed gravity values.
 TL0191
 TL0191;                    North         East    Units  Estimated Accuracy
 TL0191;SPC MT       -   479,300.      523,350.      MT  (+/- 180 meters Scaled)
 TL0191
 TL0191                          SUPERSEDED SURVEY CONTROL
 TL0191
 TL0191  NGVD 29 (??/??/92)  947.690  (m)         3109.21   (f) ADJ UNCH    1 2
 TL0191
 TL0191.Superseded values are not recommended for survey control.
 TL0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0191.See file dsdata.txt to determine how the superseded data were derived.
 TL0191
 TL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU340784(NAD 83)
 TL0191_MARKER: DB = BENCH MARK DISK
 TL0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0191_STAMPING: F 370 1948
 TL0191_PROJECTION: PROJECTING 8 CENTIMETERS
 TL0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0191+STABILITY: SURFACE MOTION
 TL0191
 TL0191  HISTORY     - Date     Condition        Report By
 TL0191  HISTORY     - 1948     MONUMENTED       CGS
 TL0191  HISTORY     - 1979     GOOD             NGS
 TL0191
 TL0191                          STATION DESCRIPTION
 TL0191
 TL0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0191'0.75 MI E FROM RUDYARD.
 TL0191'0.75 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0191'RUDYARD, HILL COUNTY, 3.1 FEET WEST OF MILEPOST 1002, NEAR A ROAD
 TL0191'CROSSING, 178 FEET EAST OF THE CENTERLINE OF THE ROAD, 65.1 FEET NORTH
 TL0191'OF THE NORTH RAIL OF THE MAIN TRACK, 1.9 FEET EAST OF A WHITE WOODEN
 TL0191'WITNESS POST, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 TL0191'STAMPED F 370 1948 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TL0191'0.4 FOOT ABOVE GROUND.
 TL0191
 TL0191                          STATION RECOVERY (1979)
 TL0191
 TL0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0191'0.8 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TL0191'RUDYARD, EAST OF A DIRT ROAD CROSSING AT MILE POST 1002, 178 FEET
 TL0191'EAST OF THE CENTER OF THE ROAD, 65.1 FEET NORTH OF THE NORTH RAIL, 53
 TL0191'FEET NORTH-NORTHWEST OF THE MILE POST, 12 FEET NORTH OF A TRACK ROAD
 TL0191'PARALLELING THE TRACKS, AND 3 FEET WEST OF A TELEPHONE POLE.
 TL0191'THE MARK IS 1.9 FT  E FROM A WITNESS POST.
 TL0191'THE MARK IS 3 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI0735 ***********************************************************************
 AI0735  DESIGNATION -  F 370 RESET
 AI0735  PID         -  AI0735
 AI0735  STATE/COUNTY-  MT/HILL
 AI0735  USGS QUAD   -  RUDYARD (1972)
 AI0735
 AI0735                         *CURRENT SURVEY CONTROL
 AI0735  ___________________________________________________________________
 AI0735* NAD 83(1986)-  48 33 31.     (N)    110 32 19.     (W)     SCALED    
 AI0735* NAVD 88     -       949.55   (meters)    3115.3    (feet)  RESET     
 AI0735  ___________________________________________________________________
 AI0735  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 AI0735
 AI0735  VERT ORDER  -  THIRD
 AI0735
 AI0735.The horizontal coordinates were scaled from a topographic map and have
 AI0735.an estimated accuracy of +/- 6 seconds.
 AI0735
 AI0735.The orthometric height was computed from unverified reset data.
 AI0735.No vertical observational check was made to the station.
 AI0735
 AI0735.The geoid height was determined by GEOID03.
 AI0735
 AI0735;                    North         East    Units  Estimated Accuracy
 AI0735;SPC MT       -   479,300.      523,350.      MT  (+/- 180 meters Scaled)
 AI0735
 AI0735                          SUPERSEDED SURVEY CONTROL
 AI0735
 AI0735.No superseded survey control is available for this station.
 AI0735
 AI0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU340784(NAD 83)
 AI0735_MARKER: DV = VERTICAL CONTROL DISK
 AI0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0735_STAMPING: F 370 RESET 1997
 AI0735_MARK LOGO: NGS   
 AI0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0735+STABILITY: SURFACE MOTION
 AI0735
 AI0735  HISTORY     - Date     Condition        Report By
 AI0735  HISTORY     - 1997     MONUMENTED       LOCENG
 AI0735
 AI0735                          STATION DESCRIPTION
 AI0735
 AI0735'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (JS)
 AI0735'0.75 MILE (1.21 KM) EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 AI0735'STATION AT RUDYARD.  A BRASS DISK SET IN 1 FOOT (0.3 M) DIAMETER
 AI0735'CONCRETE POST, PROJECTING 6 INCHES ABOVE NATURAL GROUND.  LOCATED 160
 AI0735'FEET (48.8 M) EAST OF GRAVELED NORTH-SOUTH ROAD, PUBLIC CROSSING BNSF
 AI0735'RR LINE, 4.5 FEET (1.4 M) NORTH OF FENCE, 150 FEET (45.7 M) SOUTHEAST
 AI0735'OF MILEPOST 1002 ON BNSF RAIL LINE, WITNESS POST LOCATED 2.8 FEET (0.9
 AI0735'M) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0208 ***********************************************************************
 TL0208  DESIGNATION -  F 371
 TL0208  PID         -  TL0208
 TL0208  STATE/COUNTY-  MT/LIBERTY
 TL0208  USGS QUAD   -  JOPLIN (1963)
 TL0208
 TL0208                         *CURRENT SURVEY CONTROL
 TL0208  ___________________________________________________________________
 TL0208* NAD 83(1986)-  48 33 29.     (N)    110 50 34.     (W)     SCALED    
 TL0208* NAVD 88     -      1041.726  (meters)    3417.73   (feet)  ADJUSTED  
 TL0208  ___________________________________________________________________
 TL0208  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 TL0208  DYNAMIC HT  -        1041.808 (meters)    3418.00  (feet)  COMP
 TL0208  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 TL0208
 TL0208  VERT ORDER  -  FIRST     CLASS II
 TL0208
 TL0208.The horizontal coordinates were scaled from a topographic map and have
 TL0208.an estimated accuracy of +/- 6 seconds.
 TL0208
 TL0208.The orthometric height was determined by differential leveling
 TL0208.and adjusted by the National Geodetic Survey in June 1991..
 TL0208.WARNING-Repeat measurements at this control monument indicate possible
 TL0208.vertical movement.
 TL0208
 TL0208.The geoid height was determined by GEOID03.
 TL0208
 TL0208.The dynamic height is computed by dividing the NAVD 88
 TL0208.geopotential number by the normal gravity value computed on the
 TL0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0208.degrees latitude (g = 980.6199 gals.).
 TL0208
 TL0208.The modeled gravity was interpolated from observed gravity values.
 TL0208
 TL0208;                    North         East    Units  Estimated Accuracy
 TL0208;SPC MT       -   479,580.      500,910.      MT  (+/- 180 meters Scaled)
 TL0208
 TL0208                          SUPERSEDED SURVEY CONTROL
 TL0208
 TL0208  NGVD 29 (??/??/92) 1040.831  (m)         3414.79   (f) ADJ UNCH    1 2
 TL0208
 TL0208.Superseded values are not recommended for survey control.
 TL0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0208.See file dsdata.txt to determine how the superseded data were derived.
 TL0208
 TL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU116783(NAD 83)
 TL0208_MARKER: DB = BENCH MARK DISK
 TL0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0208_STAMPING: F 371 1948
 TL0208_PROJECTION: PROJECTING 10 CENTIMETERS
 TL0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0208+STABILITY: SURFACE MOTION
 TL0208
 TL0208  HISTORY     - Date     Condition        Report By
 TL0208  HISTORY     - 1948     MONUMENTED       CGS
 TL0208  HISTORY     - 1979     GOOD             NGS
 TL0208
 TL0208                          STATION DESCRIPTION
 TL0208
 TL0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0208'3.3 MI W FROM JOPLIN.
 TL0208'3.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0208'JOPLIN, LIBERTY COUNTY, NEAR A ROAD CROSSING, 174 FEET EAST OF THE
 TL0208'CENTERLINE OF THE ROAD, 73 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 TL0208'MAIN TRACK, 2.3 FEET SOUTHWEST OF THE THIRD POLE WEST OF MILEPOST
 TL0208'1016, AND 1.3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 TL0208'DISK, STAMPED F 371 1948 AND SET IN THE TOP OF A CONCRETE POST
 TL0208'PROJECTING 0.2 FOOT ABOVE GROUND.
 TL0208
 TL0208                          STATION RECOVERY (1979)
 TL0208
 TL0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0208'3.3 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TL0208'IN JOPLIN, 182.5 FEET EAST OF THE CENTER OF A DIRT ROAD LEADING
 TL0208'NORTH, 147.5 FEET NORTH OF THE CENTER OF A DIRT ROAD RUNNING
 TL0208'PARALLEL WITH THE TRACKS, 72.5 FEET NORTH OF THE NORTH RAIL, 23
 TL0208'FEET SOUTH OF A WIRE FENCE AND 2.2 FEET WEST OF UTILITY POLE NUMBER
 TL0208'E 20.
 TL0208'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TL0208'THE MARK IS 2 FT ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0253 ***********************************************************************
 RY0253  DESIGNATION -  F 372
 RY0253  PID         -  RY0253
 RY0253  STATE/COUNTY-  MT/MISSOULA
 RY0253  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0253
 RY0253                         *CURRENT SURVEY CONTROL
 RY0253  ___________________________________________________________________
 RY0253* NAD 83(1986)-  46 38 37.     (N)    114 34 43.     (W)     SCALED    
 RY0253* NAVD 88     -      1553.219  (meters)    5095.85   (feet)  ADJUSTED  
 RY0253  ___________________________________________________________________
 RY0253  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0253  DYNAMIC HT  -        1552.796 (meters)    5094.46  (feet)  COMP
 RY0253  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 RY0253
 RY0253  VERT ORDER  -  FIRST     CLASS II
 RY0253
 RY0253.The horizontal coordinates were scaled from a topographic map and have
 RY0253.an estimated accuracy of +/- 6 seconds.
 RY0253
 RY0253.The orthometric height was determined by differential leveling
 RY0253.and adjusted by the National Geodetic Survey in June 1991..
 RY0253
 RY0253.The geoid height was determined by GEOID03.
 RY0253
 RY0253.The dynamic height is computed by dividing the NAVD 88
 RY0253.geopotential number by the normal gravity value computed on the
 RY0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0253.degrees latitude (g = 980.6199 gals.).
 RY0253
 RY0253.The modeled gravity was interpolated from observed gravity values.
 RY0253
 RY0253;                    North         East    Units  Estimated Accuracy
 RY0253;SPC MT       -   278,580.      211,680.      MT  (+/- 180 meters Scaled)
 RY0253
 RY0253                          SUPERSEDED SURVEY CONTROL
 RY0253
 RY0253  NGVD 29 (??/??/92) 1551.988  (m)         5091.81   (f) ADJ UNCH    1 2
 RY0253
 RY0253.Superseded values are not recommended for survey control.
 RY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0253.See file dsdata.txt to determine how the superseded data were derived.
 RY0253
 RY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM853684(NAD 83)
 RY0253_MARKER: DB = BENCH MARK DISK
 RY0253_SETTING: 80 = SET IN A BOULDER
 RY0253_STAMPING: F 372 1950
 RY0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0253+STABILITY: SURFACE MOTION
 RY0253
 RY0253  HISTORY     - Date     Condition        Report By
 RY0253  HISTORY     - 1950     MONUMENTED       CGS
 RY0253  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0253  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0253
 RY0253                          STATION DESCRIPTION
 RY0253
 RY0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0253'7.6 MI S FROM LOLO HOT SPRINGS.
 RY0253'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT LOLO HOT
 RY0253'SPRINGS, THENCE 7.5 MILES SOUTH ALONG THE LEWIS AND CLARK HIGHWAY, AT
 RY0253'THE NORTH END OF A DIRT CUT, IN THE TOP OF A BOULDER, 0.6 MILE NORTH
 RY0253'OF THE LOLO PASS SUMMIT AND MONTANA-IDAHO STATE BOUNDARY LINE, 53.3
 RY0253'FEET SOUTH OF CENTER OF WEST END OF A 36-INCH CORRUGATED METAL PIPE
 RY0253'CULVERT, 17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET HIGHER
 RY0253'THAN THE HIGHWAY.
 RY0253
 RY0253                          STATION RECOVERY (1964)
 RY0253
 RY0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0253'MARK NOT FOUND.
 RY0253
 RY0253                          STATION RECOVERY (1980)
 RY0253
 RY0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0253'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RY0253'HIGHWAY SHOULDERS HAVE BEEN WIDENED, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0119 ***********************************************************************
 SU0119  DESIGNATION -  F 374
 SU0119  PID         -  SU0119
 SU0119  STATE/COUNTY-  MT/SANDERS
 SU0119  USGS QUAD   -  SLOAN (1965)
 SU0119
 SU0119                         *CURRENT SURVEY CONTROL
 SU0119  ___________________________________________________________________
 SU0119* NAD 83(1986)-  47 27 05.     (N)    114 20 05.     (W)     SCALED    
 SU0119* NAVD 88     -       808.025  (meters)    2651.00   (feet)  ADJUSTED  
 SU0119  ___________________________________________________________________
 SU0119  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 SU0119  DYNAMIC HT  -         807.998 (meters)    2650.91  (feet)  COMP
 SU0119  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 SU0119
 SU0119  VERT ORDER  -  SECOND    CLASS 0
 SU0119
 SU0119.The horizontal coordinates were scaled from a topographic map and have
 SU0119.an estimated accuracy of +/- 6 seconds.
 SU0119
 SU0119.The orthometric height was determined by differential leveling
 SU0119.and adjusted by the National Geodetic Survey in June 1991..
 SU0119
 SU0119.The geoid height was determined by GEOID03.
 SU0119
 SU0119.The dynamic height is computed by dividing the NAVD 88
 SU0119.geopotential number by the normal gravity value computed on the
 SU0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0119.degrees latitude (g = 980.6199 gals.).
 SU0119
 SU0119.The modeled gravity was interpolated from observed gravity values.
 SU0119
 SU0119;                    North         East    Units  Estimated Accuracy
 SU0119;SPC MT       -   366,970.      235,840.      MT  (+/- 180 meters Scaled)
 SU0119
 SU0119                          SUPERSEDED SURVEY CONTROL
 SU0119
 SU0119  NGVD 29 (??/??/92)  806.959  (m)         2647.50   (f) ADJ UNCH    2 0
 SU0119
 SU0119.Superseded values are not recommended for survey control.
 SU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0119.See file dsdata.txt to determine how the superseded data were derived.
 SU0119
 SU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN009587(NAD 83)
 SU0119_MARKER: DB = BENCH MARK DISK
 SU0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0119_STAMPING: F 374 1950
 SU0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0119+STABILITY: SURFACE MOTION
 SU0119
 SU0119  HISTORY     - Date     Condition        Report By
 SU0119  HISTORY     - 1950     MONUMENTED       CGS
 SU0119
 SU0119                          STATION DESCRIPTION
 SU0119
 SU0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0119'12.3 MI N FROM DIXON.
 SU0119'12.3 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON, 0.45
 SU0119'MILE SOUTH OF A CATTLE GUARD, ABOUT 110 YARDS NORTH OF A POINT WHERE
 SU0119'THE ROAD CROSSES A GULLY, 24 1/2 FEET EAST OF THE CENTER LINE OF THE
 SU0119'ROAD, 3.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 SU0119'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 SU0119'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0042 ***********************************************************************
 SU0042  DESIGNATION -  F 375
 SU0042  PID         -  SU0042
 SU0042  STATE/COUNTY-  MT/SANDERS
 SU0042  USGS QUAD   -  ROUND BUTTE (1965)
 SU0042
 SU0042                         *CURRENT SURVEY CONTROL
 SU0042  ___________________________________________________________________
 SU0042* NAD 83(1986)-  47 35 43.     (N)    114 21 04.     (W)     SCALED    
 SU0042* NAVD 88     -       828.062  (meters)    2716.73   (feet)  ADJUSTED  
 SU0042  ___________________________________________________________________
 SU0042  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU0042  DYNAMIC HT  -         828.041 (meters)    2716.66  (feet)  COMP
 SU0042  MODELED GRAV-     980,559.8   (mgal)                       NAVD 88
 SU0042
 SU0042  VERT ORDER  -  SECOND    CLASS 0
 SU0042
 SU0042.The horizontal coordinates were scaled from a topographic map and have
 SU0042.an estimated accuracy of +/- 6 seconds.
 SU0042
 SU0042.The orthometric height was determined by differential leveling
 SU0042.and adjusted by the National Geodetic Survey in June 1991..
 SU0042
 SU0042.The geoid height was determined by GEOID03.
 SU0042
 SU0042.The dynamic height is computed by dividing the NAVD 88
 SU0042.geopotential number by the normal gravity value computed on the
 SU0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0042.degrees latitude (g = 980.6199 gals.).
 SU0042
 SU0042.The modeled gravity was interpolated from observed gravity values.
 SU0042
 SU0042;                    North         East    Units  Estimated Accuracy
 SU0042;SPC MT       -   383,010.      235,600.      MT  (+/- 180 meters Scaled)
 SU0042
 SU0042                          SUPERSEDED SURVEY CONTROL
 SU0042
 SU0042  NGVD 29 (??/??/92)  826.979  (m)         2713.18   (f) ADJ UNCH    2 0
 SU0042
 SU0042.Superseded values are not recommended for survey control.
 SU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0042.See file dsdata.txt to determine how the superseded data were derived.
 SU0042
 SU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN991747(NAD 83)
 SU0042_MARKER: DB = BENCH MARK DISK
 SU0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0042_STAMPING: F 375 1950
 SU0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0042+STABILITY: SURFACE MOTION
 SU0042
 SU0042  HISTORY     - Date     Condition        Report By
 SU0042  HISTORY     - 1950     MONUMENTED       CGS
 SU0042
 SU0042                          STATION DESCRIPTION
 SU0042
 SU0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0042'18.1 MI SW FROM POLSON.
 SU0042'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0042'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 9.4 MILES
 SU0042'SOUTHWEST ALONG A TRACK ROAD, 0.4 MILE NORTH OF THE Y JUNCTION OF A
 SU0042'TRACK ROAD LEADING SOUTHEAST, 0.3 MILE SOUTH OF AN ABANDONED
 SU0042'RANCHHOUSE, 43 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 8 FEET
 SU0042'NORTH OF A 10-INCH PINE TREE, 6 1/2 FEET WEST OF A 14-INCH PINE TREE,
 SU0042'5.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 SU0042'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SU0042'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0279 ***********************************************************************
 SU0279  DESIGNATION -  F 376
 SU0279  PID         -  SU0279
 SU0279  STATE/COUNTY-  MT/SANDERS
 SU0279  USGS QUAD   -  HOT SPRINGS NE (1964)
 SU0279
 SU0279                         *CURRENT SURVEY CONTROL
 SU0279  ___________________________________________________________________
 SU0279* NAD 83(1986)-  47 38 03.     (N)    114 37 30.     (W)     SCALED    
 SU0279* NAVD 88     -       848.878  (meters)    2785.03   (feet)  ADJUSTED  
 SU0279  ___________________________________________________________________
 SU0279  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SU0279  DYNAMIC HT  -         848.856 (meters)    2784.96  (feet)  COMP
 SU0279  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 SU0279
 SU0279  VERT ORDER  -  SECOND    CLASS 0
 SU0279
 SU0279.The horizontal coordinates were scaled from a topographic map and have
 SU0279.an estimated accuracy of +/- 6 seconds.
 SU0279
 SU0279.The orthometric height was determined by differential leveling
 SU0279.and adjusted by the National Geodetic Survey in June 1991..
 SU0279
 SU0279.The geoid height was determined by GEOID03.
 SU0279
 SU0279.The dynamic height is computed by dividing the NAVD 88
 SU0279.geopotential number by the normal gravity value computed on the
 SU0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0279.degrees latitude (g = 980.6199 gals.).
 SU0279
 SU0279.The modeled gravity was interpolated from observed gravity values.
 SU0279
 SU0279;                    North         East    Units  Estimated Accuracy
 SU0279;SPC MT       -   388,630.      215,340.      MT  (+/- 180 meters Scaled)
 SU0279
 SU0279                          SUPERSEDED SURVEY CONTROL
 SU0279
 SU0279  NGVD 29 (??/??/92)  847.759  (m)         2781.36   (f) ADJ UNCH    2 0
 SU0279
 SU0279.Superseded values are not recommended for survey control.
 SU0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0279.See file dsdata.txt to determine how the superseded data were derived.
 SU0279
 SU0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN784783(NAD 83)
 SU0279_MARKER: DB = BENCH MARK DISK
 SU0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0279_SP_SET: SYPHON
 SU0279_STAMPING: F 376 1950
 SU0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0279
 SU0279  HISTORY     - Date     Condition        Report By
 SU0279  HISTORY     - 1950     MONUMENTED       CGS
 SU0279  HISTORY     - 1964     MARK NOT FOUND   USGS
 SU0279
 SU0279                          STATION DESCRIPTION
 SU0279
 SU0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0279'2.7 MI NE FROM CAMAS.
 SU0279'1.6 MILES EAST ALONG THE ROAD LEADING TO RONAN FROM THE POST OFFICE AT
 SU0279'CAMAS, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 28, AT A 24-INCH
 SU0279'CORRUGATED METAL PIPE SYPHON, IN THE TOP OF THE CENTER OF THE EAST
 SU0279'CONCRETE HEAD WALL, 51.1 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 SU0279'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  NOTE-- A NEW HIGHWAY HAS
 SU0279'BEEN BUILT AND ROW WIDENED.
 SU0279
 SU0279                          STATION RECOVERY (1964)
 SU0279
 SU0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0623 ***********************************************************************
 SU0623  DESIGNATION -  F 377
 SU0623  PID         -  SU0623
 SU0623  STATE/COUNTY-  MT/SANDERS
 SU0623  USGS QUAD   -  THOMPSON PASS (1988)
 SU0623
 SU0623                         *CURRENT SURVEY CONTROL
 SU0623  ___________________________________________________________________
 SU0623* NAD 83(1986)-  47 31 03.     (N)    115 40 44.     (W)     SCALED    
 SU0623* NAVD 88     -      1412.033  (meters)    4632.64   (feet)  ADJUSTED  
 SU0623  ___________________________________________________________________
 SU0623  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 SU0623  DYNAMIC HT  -        1411.840 (meters)    4632.01  (feet)  COMP
 SU0623  MODELED GRAV-     980,425.9   (mgal)                       NAVD 88
 SU0623
 SU0623  VERT ORDER  -  SECOND    CLASS 0
 SU0623
 SU0623.The horizontal coordinates were scaled from a topographic map and have
 SU0623.an estimated accuracy of +/- 6 seconds.
 SU0623
 SU0623.The orthometric height was determined by differential leveling
 SU0623.and adjusted by the National Geodetic Survey in June 1991..
 SU0623
 SU0623.The geoid height was determined by GEOID03.
 SU0623
 SU0623.The dynamic height is computed by dividing the NAVD 88
 SU0623.geopotential number by the normal gravity value computed on the
 SU0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0623.degrees latitude (g = 980.6199 gals.).
 SU0623
 SU0623.The modeled gravity was interpolated from observed gravity values.
 SU0623
 SU0623;                    North         East    Units  Estimated Accuracy
 SU0623;SPC MT       -   381,410.      135,360.      MT  (+/- 180 meters Scaled)
 SU0623
 SU0623                          SUPERSEDED SURVEY CONTROL
 SU0623
 SU0623  NGVD 29 (??/??/92) 1410.782  (m)         4628.54   (f) ADJ UNCH    2 0
 SU0623
 SU0623.Superseded values are not recommended for survey control.
 SU0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0623.See file dsdata.txt to determine how the superseded data were derived.
 SU0623
 SU0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN994635(NAD 83)
 SU0623_MARKER: DB = BENCH MARK DISK
 SU0623_SETTING: 66 = SET IN ROCK OUTCROP
 SU0623_SP_SET: OUTCROP
 SU0623_STAMPING: F 377 1952
 SU0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0623+STABILITY: POSITION/ELEVATION WELL
 SU0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SU0623+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2004
 SU0623
 SU0623  HISTORY     - Date     Condition        Report By
 SU0623  HISTORY     - 1952     MONUMENTED       CGS
 SU0623  HISTORY     - 20040926 GOOD             USPSQD
 SU0623
 SU0623                          STATION DESCRIPTION
 SU0623
 SU0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0623'7.9 MI E FROM BURKE, IDAHO.
 SU0623'7.9 MILES EAST ALONG STATE HIGHWAY 4 FROM THE U.P. RAILROAD STATION AT
 SU0623'BURKE, 0.55 MILE WEST OF A POINT WHERE THE HIGHWAY PASSES BETWEEN A
 SU0623'DOUBLE POWER LINE, 0.45 MILE WEST OF A SMALL STREAM CROSSING UNDER THE
 SU0623'HIGHWAY, 0.4 MILE SOUTHEAST OF A T JUNCTION OF A TRACK ROAD LEADING
 SU0623'EAST, AT A ROCKY HILL SIDE, IN THE TOP OF AND AT THE WEST EDGE OF AN
 SU0623'8-BY-12 FOOT GREY ROCK OUTCROP PROJECTING 1.0 FOOT ABOVE THE SURFACE
 SU0623'OF THE GROUND, 24.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 SU0623'ABOUT 3.0 FEET LOWER THAN THE HIGHWAY, 7.0 FEET SOUTH OF THE
 SU0623'NORTHERNMOST POINT OF THE OUTCROP, AND 1.3 FEET EAST OF THE WEST EDGE
 SU0623'OF THE OUTCROP.
 SU0623
 SU0623                          STATION RECOVERY (2004)
 SU0623
 SU0623'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLM)
 SU0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0377 ***********************************************************************
 SU0377  DESIGNATION -  F 378
 SU0377  PID         -  SU0377
 SU0377  STATE/COUNTY-  MT/SANDERS
 SU0377  USGS QUAD   -  SEVEN POINT MOUNTAIN (1966)
 SU0377
 SU0377                         *CURRENT SURVEY CONTROL
 SU0377  ___________________________________________________________________
 SU0377* NAD 83(1986)-  47 51 16.     (N)    115 30 03.     (W)     SCALED    
 SU0377* NAVD 88     -       769.528  (meters)    2524.69   (feet)  ADJUSTED  
 SU0377  ___________________________________________________________________
 SU0377  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 SU0377  DYNAMIC HT  -         769.522 (meters)    2524.67  (feet)  COMP
 SU0377  MODELED GRAV-     980,578.9   (mgal)                       NAVD 88
 SU0377
 SU0377  VERT ORDER  -  SECOND    CLASS 0
 SU0377
 SU0377.The horizontal coordinates were scaled from a topographic map and have
 SU0377.an estimated accuracy of +/- 6 seconds.
 SU0377
 SU0377.The orthometric height was determined by differential leveling
 SU0377.and adjusted by the National Geodetic Survey in June 1991..
 SU0377
 SU0377.The geoid height was determined by GEOID03.
 SU0377
 SU0377.The dynamic height is computed by dividing the NAVD 88
 SU0377.geopotential number by the normal gravity value computed on the
 SU0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0377.degrees latitude (g = 980.6199 gals.).
 SU0377
 SU0377.The modeled gravity was interpolated from observed gravity values.
 SU0377
 SU0377;                    North         East    Units  Estimated Accuracy
 SU0377;SPC MT       -   417,710.      151,590.      MT  (+/- 180 meters Scaled)
 SU0377
 SU0377                          SUPERSEDED SURVEY CONTROL
 SU0377
 SU0377  NGVD 29 (??/??/92)  768.333  (m)         2520.77   (f) ADJ UNCH    2 0
 SU0377
 SU0377.Superseded values are not recommended for survey control.
 SU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0377.See file dsdata.txt to determine how the superseded data were derived.
 SU0377
 SU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP121012(NAD 83)
 SU0377_MARKER: DB = BENCH MARK DISK
 SU0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0377_STAMPING: F 378 1952
 SU0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0377+STABILITY: SURFACE MOTION
 SU0377
 SU0377  HISTORY     - Date     Condition        Report By
 SU0377  HISTORY     - 1952     MONUMENTED       CGS
 SU0377
 SU0377                          STATION DESCRIPTION
 SU0377
 SU0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0377'7.6 MI NE FROM TROUT CREEK.
 SU0377'0.4 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC
 SU0377'RAILWAY STATION AT TROUT CREEK, THENCE 0.7 MILE NORTHWEST ALONG U. S.
 SU0377'HIGHWAY 10A, THENCE 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 SU0377'3.2 MILES NORTHEAST ALONG THE VERMILLION RIVER ROAD, AT THE Y JUNCTION
 SU0377'OF A TRACK ROAD LEADING NORTH, 107 FEET WEST OF THE WEST END OF A
 SU0377'WOODEN BRIDGE OVER CANYON CREEK, 24 FEET WEST OF THE CENTER OF THE
 SU0377'JUNCTION, 22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 SU0377'SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 SU0377'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0328 ***********************************************************************
 TN0328  DESIGNATION -  F 379
 TN0328  PID         -  TN0328
 TN0328  STATE/COUNTY-  MT/LINCOLN
 TN0328  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0328
 TN0328                         *CURRENT SURVEY CONTROL
 TN0328  ___________________________________________________________________
 TN0328* NAD 83(1986)-  48 00 46.     (N)    115 21 37.     (W)     SCALED    
 TN0328* NAVD 88     -       920.103  (meters)    3018.70   (feet)  ADJUSTED  
 TN0328  ___________________________________________________________________
 TN0328  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TN0328  DYNAMIC HT  -         920.089 (meters)    3018.66  (feet)  COMP
 TN0328  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 TN0328
 TN0328  VERT ORDER  -  SECOND    CLASS 0
 TN0328
 TN0328.The horizontal coordinates were scaled from a topographic map and have
 TN0328.an estimated accuracy of +/- 6 seconds.
 TN0328
 TN0328.The orthometric height was determined by differential leveling
 TN0328.and adjusted by the National Geodetic Survey in June 1991..
 TN0328
 TN0328.The geoid height was determined by GEOID03.
 TN0328
 TN0328.The dynamic height is computed by dividing the NAVD 88
 TN0328.geopotential number by the normal gravity value computed on the
 TN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0328.degrees latitude (g = 980.6199 gals.).
 TN0328
 TN0328.The modeled gravity was interpolated from observed gravity values.
 TN0328
 TN0328;                    North         East    Units  Estimated Accuracy
 TN0328;SPC MT       -   434,460.      163,390.      MT  (+/- 180 meters Scaled)
 TN0328
 TN0328                          SUPERSEDED SURVEY CONTROL
 TN0328
 TN0328  NGVD 29 (??/??/92)  918.920  (m)         3014.82   (f) ADJ UNCH    2 0
 TN0328
 TN0328.Superseded values are not recommended for survey control.
 TN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0328.See file dsdata.txt to determine how the superseded data were derived.
 TN0328
 TN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP222190(NAD 83)
 TN0328_MARKER: DB = BENCH MARK DISK
 TN0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0328_STAMPING: F 379 1952
 TN0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0328+STABILITY: SURFACE MOTION
 TN0328
 TN0328  HISTORY     - Date     Condition        Report By
 TN0328  HISTORY     - 1952     MONUMENTED       CGS
 TN0328
 TN0328                          STATION DESCRIPTION
 TN0328
 TN0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0328'12.4 MI SW FROM HAPPYS INN.
 TN0328'11.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0328'HAPPYS INN, THENCE 1.0 MILE SOUTHWEST ALONG THE SILVER BUTTE ROAD, 24
 TN0328'FEET WEST OF THE CENTER LINE OF THE ROAD, 3.9 FEET NORTHEAST OF THE
 TN0328'SOUTHEAST CORNER OF A POLE FENCE, 3.5 FEET SOUTH OF A TELEPHONE POLE,
 TN0328'1.4 FEET EAST OF THE FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST,
 TN0328'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TN0328'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0366 ***********************************************************************
 SQ0366  DESIGNATION -  F 38
 SQ0366  PID         -  SQ0366
 SQ0366  STATE/COUNTY-  MT/GARFIELD
 SQ0366  USGS QUAD   -  PINE GROVE SCHOOL (1987)
 SQ0366
 SQ0366                         *CURRENT SURVEY CONTROL
 SQ0366  ___________________________________________________________________
 SQ0366* NAD 83(1992)-  47 31 51.36819(N)    107 32 06.22947(W)     ADJUSTED  
 SQ0366* NAVD 88     -      1028.198  (meters)    3373.35   (feet)  ADJUSTED  
 SQ0366  ___________________________________________________________________
 SQ0366  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 SQ0366  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 SQ0366  DYNAMIC HT  -        1028.191 (meters)    3373.32  (feet)  COMP
 SQ0366  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 SQ0366
 SQ0366  HORZ ORDER  -  SECOND
 SQ0366  VERT ORDER  -  FIRST     CLASS II
 SQ0366
 SQ0366.The horizontal coordinates were established by classical geodetic methods
 SQ0366.and adjusted by the National Geodetic Survey in July 1992..
 SQ0366
 SQ0366.The orthometric height was determined by differential leveling
 SQ0366.and adjusted by the National Geodetic Survey in June 1991..
 SQ0366
 SQ0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0366
 SQ0366.The geoid height was determined by GEOID03.
 SQ0366
 SQ0366.The dynamic height is computed by dividing the NAVD 88
 SQ0366.geopotential number by the normal gravity value computed on the
 SQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0366.degrees latitude (g = 980.6199 gals.).
 SQ0366
 SQ0366.The modeled gravity was interpolated from observed gravity values.
 SQ0366
 SQ0366;                    North         East     Units Scale Factor Converg.
 SQ0366;SPC MT       -   366,424.392   747,858.997   MT  0.99943353   +1 26 14.5
 SQ0366;SPC MT       - 1,202,179.76  2,453,605.63   iFT  0.99943353   +1 26 14.5
 SQ0366;UTM  13      - 5,267,282.474   309,193.261   MT  1.00004743   -1 52 13.9
 SQ0366
 SQ0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0366!SPC MT       -   0.99984126  x   0.99943353  =   0.99927488
 SQ0366!UTM  13      -   0.99984126  x   1.00004743  =   0.99988869
 SQ0366
 SQ0366                          SUPERSEDED SURVEY CONTROL
 SQ0366
 SQ0366  NAD 83(1986)-  47 31 51.36308(N)    107 32 06.21414(W) AD(       ) 2
 SQ0366  NAD 27      -  47 31 51.35657(N)    107 32 03.85538(W) AD(       ) 2
 SQ0366  NGVD 29 (??/??/92) 1027.457  (m)         3370.92   (f) ADJ UNCH    1 2
 SQ0366
 SQ0366.Superseded values are not recommended for survey control.
 SQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0366.See file dsdata.txt to determine how the superseded data were derived.
 SQ0366
 SQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN0919367282(NAD 83)
 SQ0366_MARKER: DB = BENCH MARK DISK
 SQ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0366_STAMPING: 3370.915 F 38 1931
 SQ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0366+STABILITY: SURFACE MOTION
 SQ0366
 SQ0366  HISTORY     - Date     Condition        Report By
 SQ0366  HISTORY     - 1934     MONUMENTED       CGS
 SQ0366  HISTORY     - 1965     GOOD             USGS
 SQ0366
 SQ0366                          STATION DESCRIPTION
 SQ0366
 SQ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0366'BENCH MARK F-38 1931 IS TO BE USED AS THE OTHER REFERENCE MARK.
 SQ0366'IT IS WEST OF STATION LEEDY, 4 FEET SOUTH OF THE FENCE AND IS 61
 SQ0366'FEET NORTHWEST OF THE ROAD.  THE MARK IS A STANDARD BENCH MARK
 SQ0366'SET IN A CONCRETE POST.
 SQ0366'
 SQ0366'STATION IS REACHED FROM THE HAZNY SCHOOL BY GOING NORTH
 SQ0366'AND WEST ON THE MAIN ROAD 7.6 MILES TO THE TOP OF THE HILL.
 SQ0366'LEAVE THE ROAD AND TURN LEFT, SOUTHEAST, ABOUT 50 YARDS TO THE
 SQ0366'HIGHEST POINT AND THE STATION.
 SQ0366
 SQ0366                          STATION RECOVERY (1965)
 SQ0366
 SQ0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0366'18.0 MI NW FROM BRUSETT.
 SQ0366'ABOUT 18 MILES NORTHWEST ALONG A COUNTY ROAD FROM BRUSETT, GARFIELD
 SQ0366'COUNTY, EAST OF PINE GROVE SCHOOL, NEAR THE SOUTHWEST CORNER OF
 SQ0366'SECTION 31 T 21N. R33E., 27 FT. SOUTH AND 21 FT. EAST OF A CATTLEGUARD
 SQ0366'ON A NORTH SOUTH ROAD, A STANDARD DISK 3370.915 F 38 1931 AND SET IN
 SQ0366'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0296 ***********************************************************************
 TN0296  DESIGNATION -  F 380
 TN0296  PID         -  TN0296
 TN0296  STATE/COUNTY-  MT/LINCOLN
 TN0296  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0296
 TN0296                         *CURRENT SURVEY CONTROL
 TN0296  ___________________________________________________________________
 TN0296* NAD 83(1986)-  48 02 00.     (N)    115 21 43.     (W)     SCALED    
 TN0296* NAVD 88     -       902.713  (meters)    2961.65   (feet)  ADJUSTED  
 TN0296  ___________________________________________________________________
 TN0296  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TN0296  DYNAMIC HT  -         902.704 (meters)    2961.62  (feet)  COMP
 TN0296  MODELED GRAV-     980,571.5   (mgal)                       NAVD 88
 TN0296
 TN0296  VERT ORDER  -  SECOND    CLASS 0
 TN0296
 TN0296.The horizontal coordinates were scaled from a topographic map and have
 TN0296.an estimated accuracy of +/- 6 seconds.
 TN0296
 TN0296.The orthometric height was determined by differential leveling
 TN0296.and adjusted by the National Geodetic Survey in June 1991..
 TN0296
 TN0296.The geoid height was determined by GEOID03.
 TN0296
 TN0296.The dynamic height is computed by dividing the NAVD 88
 TN0296.geopotential number by the normal gravity value computed on the
 TN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0296.degrees latitude (g = 980.6199 gals.).
 TN0296
 TN0296.The modeled gravity was interpolated from observed gravity values.
 TN0296
 TN0296;                    North         East    Units  Estimated Accuracy
 TN0296;SPC MT       -   436,750.      163,440.      MT  (+/- 180 meters Scaled)
 TN0296
 TN0296                          SUPERSEDED SURVEY CONTROL
 TN0296
 TN0296  NGVD 29 (??/??/92)  901.536  (m)         2957.79   (f) ADJ UNCH    2 0
 TN0296
 TN0296.Superseded values are not recommended for survey control.
 TN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0296.See file dsdata.txt to determine how the superseded data were derived.
 TN0296
 TN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP221213(NAD 83)
 TN0296_MARKER: DB = BENCH MARK DISK
 TN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0296_STAMPING: F 380 1952
 TN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0296+STABILITY: SURFACE MOTION
 TN0296
 TN0296  HISTORY     - Date     Condition        Report By
 TN0296  HISTORY     - 1952     MONUMENTED       USDA
 TN0296  HISTORY     - 1952     GOOD             NGS
 TN0296
 TN0296                          STATION DESCRIPTION
 TN0296
 TN0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0296'12.2 MI SW FROM HAPPYS INN.
 TN0296'12.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0296'HAPPYS INN, 0.2 MILE NORTHWEST OF A WOODEN BRIDGE, AT THE SOUTHEAST
 TN0296'END OF A CUT, AT THE SOUTHWEST BASE OF A HILL, 37 FEET NORTHWEST OF A
 TN0296'POWER LINE POLE WITH A GUY WIRE, 31 FEET NORTHEAST OF THE CENTER LINE
 TN0296'OF THE HIGHWAY, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 TN0296'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 TN0296'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0156 ***********************************************************************
 TN0156  DESIGNATION -  F 381
 TN0156  PID         -  TN0156
 TN0156  STATE/COUNTY-  MT/FLATHEAD
 TN0156  USGS QUAD   -  KILA (1994)
 TN0156
 TN0156                         *CURRENT SURVEY CONTROL
 TN0156  ___________________________________________________________________
 TN0156* NAD 83(1986)-  48 07 15.     (N)    114 27 40.     (W)     SCALED    
 TN0156* NAVD 88     -       993.121  (meters)    3258.26   (feet)  ADJUSTED  
 TN0156  ___________________________________________________________________
 TN0156  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 TN0156  DYNAMIC HT  -         993.119 (meters)    3258.26  (feet)  COMP
 TN0156  MODELED GRAV-     980,575.8   (mgal)                       NAVD 88
 TN0156
 TN0156  VERT ORDER  -  SECOND    CLASS 0
 TN0156
 TN0156.The horizontal coordinates were scaled from a topographic map and have
 TN0156.an estimated accuracy of +/- 6 seconds.
 TN0156
 TN0156.The orthometric height was determined by differential leveling
 TN0156.and adjusted by the National Geodetic Survey in June 1991..
 TN0156
 TN0156.The geoid height was determined by GEOID03.
 TN0156
 TN0156.The dynamic height is computed by dividing the NAVD 88
 TN0156.geopotential number by the normal gravity value computed on the
 TN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0156.degrees latitude (g = 980.6199 gals.).
 TN0156
 TN0156.The modeled gravity was interpolated from observed gravity values.
 TN0156
 TN0156;                    North         East    Units  Estimated Accuracy
 TN0156;SPC MT       -   441,810.      231,040.      MT  (+/- 180 meters Scaled)
 TN0156
 TN0156                          SUPERSEDED SURVEY CONTROL
 TN0156
 TN0156  NGVD 29 (??/??/92)  991.991  (m)         3254.56   (f) ADJ UNCH    2 0
 TN0156
 TN0156.Superseded values are not recommended for survey control.
 TN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0156.See file dsdata.txt to determine how the superseded data were derived.
 TN0156
 TN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP889328(NAD 83)
 TN0156_MARKER: DB = BENCH MARK DISK
 TN0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0156_STAMPING: F 381 1952
 TN0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0156+STABILITY: SURFACE MOTION
 TN0156
 TN0156  HISTORY     - Date     Condition        Report By
 TN0156  HISTORY     - 1952     MONUMENTED       CGS
 TN0156
 TN0156                          STATION DESCRIPTION
 TN0156
 TN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0156'9.8 MI SW FROM KALISPELL.
 TN0156'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0156'STATION AT KALISPELL, THENCE 9.6 MILES SOUTHWEST ALONG U. S. HIGHWAY
 TN0156'2, AT A POINT WHERE A POWER LINE CROSSES THE HIGHWAY, AT THE T
 TN0156'JUNCTION OF A ROAD LEADING EAST, 63 FEET SOUTHEAST OF THE CENTER OF
 TN0156'THE JUNCTION, 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6.4 FEET
 TN0156'SOUTH OF POWER LINE POLE NO. T 5 13, 5.4 FEET SOUTHWEST OF A FENCE
 TN0156'CORNER POST, 2.4 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A WITNESS
 TN0156'POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 TN0156'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0186 ***********************************************************************
 TN0186  DESIGNATION -  F 382
 TN0186  PID         -  TN0186
 TN0186  STATE/COUNTY-  MT/FLATHEAD
 TN0186  USGS QUAD   -  MEADOW PEAK (1983)
 TN0186
 TN0186                         *CURRENT SURVEY CONTROL
 TN0186  ___________________________________________________________________
 TN0186* NAD 83(1986)-  48 01 31.     (N)    114 58 16.     (W)     SCALED    
 TN0186* NAVD 88     -      1106.800  (meters)    3631.23   (feet)  ADJUSTED  
 TN0186  ___________________________________________________________________
 TN0186  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 TN0186  DYNAMIC HT  -        1106.767 (meters)    3631.12  (feet)  COMP
 TN0186  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 TN0186
 TN0186  VERT ORDER  -  SECOND    CLASS 0
 TN0186
 TN0186.The horizontal coordinates were scaled from a topographic map and have
 TN0186.an estimated accuracy of +/- 6 seconds.
 TN0186
 TN0186.The orthometric height was determined by differential leveling
 TN0186.and adjusted by the National Geodetic Survey in June 1991..
 TN0186
 TN0186.The geoid height was determined by GEOID03.
 TN0186
 TN0186.The dynamic height is computed by dividing the NAVD 88
 TN0186.geopotential number by the normal gravity value computed on the
 TN0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0186.degrees latitude (g = 980.6199 gals.).
 TN0186
 TN0186.The modeled gravity was interpolated from observed gravity values.
 TN0186
 TN0186;                    North         East    Units  Estimated Accuracy
 TN0186;SPC MT       -   433,750.      192,430.      MT  (+/- 180 meters Scaled)
 TN0186
 TN0186                          SUPERSEDED SURVEY CONTROL
 TN0186
 TN0186  NGVD 29 (??/??/92) 1105.62   (m)         3627.4    (f) COMPUTED    2 0
 TN0186
 TN0186.Superseded values are not recommended for survey control.
 TN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0186.See file dsdata.txt to determine how the superseded data were derived.
 TN0186
 TN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP512211(NAD 83)
 TN0186_MARKER: DB = BENCH MARK DISK
 TN0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0186_STAMPING: F 382 1952
 TN0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0186+STABILITY: SURFACE MOTION
 TN0186
 TN0186  HISTORY     - Date     Condition        Report By
 TN0186  HISTORY     - 1952     MONUMENTED       CGS
 TN0186
 TN0186                          STATION DESCRIPTION
 TN0186
 TN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0186'10.0 MI SE FROM HAPPYS INN.
 TN0186'10.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0186'HAPPYS INN, ON THE NORTH SIDE OF A HILL, AT THE EAST END OF A FILL,
 TN0186'130 FEET NORTHEAST OF A TELEPHONE POLE, 60 FEET NORTH OF THE CENTER
 TN0186'LINE OF THE HIGHWAY, 3.7 FEET EAST OF A WITNESS POST, AND ABOUT LEVEL
 TN0186'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 TN0186'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0300 ***********************************************************************
 SU0300  DESIGNATION -  F 383
 SU0300  PID         -  SU0300
 SU0300  STATE/COUNTY-  MT/FLATHEAD
 SU0300  USGS QUAD   -  HUBBART RESERVOIR (1994)
 SU0300
 SU0300                         *CURRENT SURVEY CONTROL
 SU0300  ___________________________________________________________________
 SU0300* NAD 83(1986)-  47 52 53.     (N)    114 40 20.     (W)     SCALED    
 SU0300* NAVD 88     -       961.644  (meters)    3154.99   (feet)  ADJUSTED  
 SU0300  ___________________________________________________________________
 SU0300  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU0300  DYNAMIC HT  -         961.612 (meters)    3154.89  (feet)  COMP
 SU0300  MODELED GRAV-     980,546.3   (mgal)                       NAVD 88
 SU0300
 SU0300  VERT ORDER  -  SECOND    CLASS 0
 SU0300
 SU0300.The horizontal coordinates were scaled from a topographic map and have
 SU0300.an estimated accuracy of +/- 6 seconds.
 SU0300
 SU0300.The orthometric height was determined by differential leveling
 SU0300.and adjusted by the National Geodetic Survey in June 1991..
 SU0300
 SU0300.The geoid height was determined by GEOID03.
 SU0300
 SU0300.The dynamic height is computed by dividing the NAVD 88
 SU0300.geopotential number by the normal gravity value computed on the
 SU0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0300.degrees latitude (g = 980.6199 gals.).
 SU0300
 SU0300.The modeled gravity was interpolated from observed gravity values.
 SU0300
 SU0300;                    North         East    Units  Estimated Accuracy
 SU0300;SPC MT       -   416,280.      213,610.      MT  (+/- 180 meters Scaled)
 SU0300
 SU0300                          SUPERSEDED SURVEY CONTROL
 SU0300
 SU0300  NGVD 29 (??/??/92)  960.514  (m)         3151.29   (f) ADJ UNCH    2 0
 SU0300
 SU0300.Superseded values are not recommended for survey control.
 SU0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0300.See file dsdata.txt to determine how the superseded data were derived.
 SU0300
 SU0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP740057(NAD 83)
 SU0300_MARKER: DB = BENCH MARK DISK
 SU0300_SETTING: 66 = SET IN ROCK OUTCROP
 SU0300_SP_SET: OUTCROP
 SU0300_STAMPING: F 383 1952
 SU0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0300+STABILITY: POSITION/ELEVATION WELL
 SU0300
 SU0300  HISTORY     - Date     Condition        Report By
 SU0300  HISTORY     - 1952     MONUMENTED       CGS
 SU0300
 SU0300                          STATION DESCRIPTION
 SU0300
 SU0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0300'8.1 MI NW FROM NIARADA.
 SU0300'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0300'THENCE 8.0 MILES NORTHWEST ALONG A COUNTY ROAD, ON THE WEST SLOPE OF A
 SU0300'HILL, IN THE TOP OF THE APPROXIMATE CENTER OF A LARGE OUTCROP
 SU0300'PROJECTING 7 FEET ABOVE THE GROUND, 49 FEET NORTHEAST OF THE CENTER
 SU0300'LINE OF THE ROAD, 5.9 FEET NORTHEAST OF A FENCE, AND ABOUT 12 FEET
 SU0300'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0006 ***********************************************************************
 TM0006  DESIGNATION -  F 388
 TM0006  PID         -  TM0006
 TM0006  STATE/COUNTY-  MT/GLACIER
 TM0006  USGS QUAD   -  CUT BANK SE (1966)
 TM0006
 TM0006                         *CURRENT SURVEY CONTROL
 TM0006  ___________________________________________________________________
 TM0006* NAD 83(1992)-  48 36 27.29742(N)    112 21 47.86661(W)     ADJUSTED  
 TM0006* NAVD 88     -      1169.949  (meters)    3838.41   (feet)  ADJUSTED  
 TM0006  ___________________________________________________________________
 TM0006  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TM0006  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TM0006  DYNAMIC HT  -        1169.980 (meters)    3838.51  (feet)  COMP
 TM0006  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 TM0006
 TM0006  HORZ ORDER  -  SECOND
 TM0006  VERT ORDER  -  SECOND    CLASS 0
 TM0006
 TM0006.This mark is at Cut Bank Municipal Airport (CTB)
 TM0006
 TM0006.The horizontal coordinates were established by classical geodetic methods
 TM0006.and adjusted by the National Geodetic Survey in July 1992..
 TM0006
 TM0006.The orthometric height was determined by differential leveling
 TM0006.and adjusted by the National Geodetic Survey in June 1991..
 TM0006
 TM0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0006
 TM0006.The geoid height was determined by GEOID03.
 TM0006
 TM0006.The dynamic height is computed by dividing the NAVD 88
 TM0006.geopotential number by the normal gravity value computed on the
 TM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0006.degrees latitude (g = 980.6199 gals.).
 TM0006
 TM0006.The modeled gravity was interpolated from observed gravity values.
 TM0006
 TM0006;                    North         East     Units Scale Factor Converg.
 TM0006;SPC MT       -   488,091.542   388,939.393   MT  0.99978275   -2 05 40.2
 TM0006;SPC MT       - 1,601,350.20  1,276,047.88   iFT  0.99978275   -2 05 40.2
 TM0006;UTM  12      - 5,384,731.102   399,505.247   MT  0.99972408   -1 01 22.2
 TM0006
 TM0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0006!SPC MT       -   0.99981900  x   0.99978275  =   0.99960178
 TM0006!UTM  12      -   0.99981900  x   0.99972408  =   0.99954312
 TM0006
 TM0006                          SUPERSEDED SURVEY CONTROL
 TM0006
 TM0006  NAD 83(1986)-  48 36 27.30321(N)    112 21 47.85795(W) AD(       ) 2
 TM0006  NAD 27      -  48 36 27.36509(N)    112 21 44.67408(W) AD(       ) 2
 TM0006  NGVD 29 (??/??/92) 1168.862  (m)         3834.84   (f) ADJ UNCH    2 0
 TM0006
 TM0006.Superseded values are not recommended for survey control.
 TM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0006.See file dsdata.txt to determine how the superseded data were derived.
 TM0006
 TM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9950584731(NAD 83)
 TM0006_MARKER: DB = BENCH MARK DISK
 TM0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TM0006_SP_SET: TANK
 TM0006_STAMPING: F 388 1956
 TM0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0006
 TM0006  HISTORY     - Date     Condition        Report By
 TM0006  HISTORY     - 1956     MONUMENTED       CGS
 TM0006  HISTORY     - 1964     GOOD             CGS
 TM0006  HISTORY     - 1964     GOOD             NGS
 TM0006
 TM0006                          STATION DESCRIPTION
 TM0006
 TM0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TM0006'3.0 MI SW FROM CUT BANK.
 TM0006'AT CUT BANK MUNICIPAL AIRPORT, GLACIER COUNTY, AT THE ELEVATED WATER
 TM0006'TANK, AND IN THE TOP OF THE CONCRETE FOOTING SUPPORTING THE SOUTHWEST
 TM0006'LEG OF THE TANK.  A STANDARD DISK, STAMPED F 388 1956.
 TM0006
 TM0006                          STATION RECOVERY (1964)
 TM0006
 TM0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 TM0006'SEE STATION CUTAIR
 TM0006
 TM0006                          STATION RECOVERY (1964)
 TM0006
 TM0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TM0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0397 ***********************************************************************
 SQ0397  DESIGNATION -  F 39
 SQ0397  PID         -  SQ0397
 SQ0397  STATE/COUNTY-  MT/PHILLIPS
 SQ0397  USGS QUAD   -  EMOND RANCH (1987)
 SQ0397
 SQ0397                         *CURRENT SURVEY CONTROL
 SQ0397  ___________________________________________________________________
 SQ0397* NAD 83(1986)-  47 55 45.     (N)    107 52 41.     (W)     SCALED    
 SQ0397* NAVD 88     -       772.587  (meters)    2534.73   (feet)  ADJUSTED  
 SQ0397  ___________________________________________________________________
 SQ0397  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 SQ0397  DYNAMIC HT  -         772.631 (meters)    2534.87  (feet)  COMP
 SQ0397  MODELED GRAV-     980,642.6   (mgal)                       NAVD 88
 SQ0397
 SQ0397  VERT ORDER  -  FIRST     CLASS II
 SQ0397
 SQ0397.The horizontal coordinates were scaled from a topographic map and have
 SQ0397.an estimated accuracy of +/- 6 seconds.
 SQ0397
 SQ0397.The orthometric height was determined by differential leveling
 SQ0397.and adjusted by the National Geodetic Survey in June 1991..
 SQ0397
 SQ0397.The geoid height was determined by GEOID03.
 SQ0397
 SQ0397.The dynamic height is computed by dividing the NAVD 88
 SQ0397.geopotential number by the normal gravity value computed on the
 SQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0397.degrees latitude (g = 980.6199 gals.).
 SQ0397
 SQ0397.The modeled gravity was interpolated from observed gravity values.
 SQ0397
 SQ0397;                    North         East    Units  Estimated Accuracy
 SQ0397;SPC MT       -   410,080.      721,140.      MT  (+/- 180 meters Scaled)
 SQ0397
 SQ0397                          SUPERSEDED SURVEY CONTROL
 SQ0397
 SQ0397  NGVD 29 (??/??/92)  771.842  (m)         2532.28   (f) ADJ UNCH    1 2
 SQ0397
 SQ0397.Superseded values are not recommended for survey control.
 SQ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0397.See file dsdata.txt to determine how the superseded data were derived.
 SQ0397
 SQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP850124(NAD 83)
 SQ0397_MARKER: DB = BENCH MARK DISK
 SQ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0397_STAMPING: 2532.285 F 39 1931
 SQ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0397+STABILITY: SURFACE MOTION
 SQ0397
 SQ0397  HISTORY     - Date     Condition        Report By
 SQ0397  HISTORY     - 1931     MONUMENTED       CGS
 SQ0397
 SQ0397                          STATION DESCRIPTION
 SQ0397
 SQ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0397'4.0 MI N FROM FIRST CREEK.
 SQ0397'ABOUT 4.0 MILES NORTH ALONG THE FIRST CREEK-MALTA ROAD FROM THE SOUTH
 SQ0397'FIRST CREEK SCHOOL AT FIRST CREEK, PHILLIPS COUNTY, ABOUT 225 FEET
 SQ0397'NORTH OF THE JUNCTION OF THE ROAD LEADING WEST TO REGINA, AND 58 FEET
 SQ0397'WEST OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED 2532.285 F
 SQ0397'39 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0297 ***********************************************************************
 RU0297  DESIGNATION -  F 393
 RU0297  PID         -  RU0297
 RU0297  STATE/COUNTY-  MT/YELLOWSTONE
 RU0297  USGS QUAD   -  BIGHORN (1980)
 RU0297
 RU0297                         *CURRENT SURVEY CONTROL
 RU0297  ___________________________________________________________________
 RU0297* NAD 83(1986)-  46 08 51.     (N)    107 29 35.     (W)     SCALED    
 RU0297* NAVD 88     -       826.186  (meters)    2710.58   (feet)  ADJUSTED  
 RU0297  ___________________________________________________________________
 RU0297  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 RU0297  DYNAMIC HT  -         826.073 (meters)    2710.21  (feet)  COMP
 RU0297  MODELED GRAV-     980,451.3   (mgal)                       NAVD 88
 RU0297
 RU0297  VERT ORDER  -  FIRST     CLASS II
 RU0297
 RU0297.The horizontal coordinates were scaled from a topographic map and have
 RU0297.an estimated accuracy of +/- 6 seconds.
 RU0297
 RU0297.The orthometric height was determined by differential leveling
 RU0297.and adjusted by the National Geodetic Survey in June 1991..
 RU0297
 RU0297.The geoid height was determined by GEOID03.
 RU0297
 RU0297.The dynamic height is computed by dividing the NAVD 88
 RU0297.geopotential number by the normal gravity value computed on the
 RU0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0297.degrees latitude (g = 980.6199 gals.).
 RU0297
 RU0297.The modeled gravity was interpolated from observed gravity values.
 RU0297
 RU0297;                    North         East    Units  Estimated Accuracy
 RU0297;SPC MT       -   212,850.      754,960.      MT  (+/- 180 meters Scaled)
 RU0297
 RU0297                          SUPERSEDED SURVEY CONTROL
 RU0297
 RU0297  NGVD 29 (??/??/92)  825.529  (m)         2708.42   (f) ADJ UNCH    1 2
 RU0297
 RU0297.Superseded values are not recommended for survey control.
 RU0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0297.See file dsdata.txt to determine how the superseded data were derived.
 RU0297
 RU0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM074134(NAD 83)
 RU0297_MARKER: DB = BENCH MARK DISK
 RU0297_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0297_SP_SET: 27 FEET
 RU0297_STAMPING: F 393 1958
 RU0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0297
 RU0297  HISTORY     - Date     Condition        Report By
 RU0297  HISTORY     - 1958     MONUMENTED       CGS
 RU0297  HISTORY     - 1960     GOOD             NGS
 RU0297
 RU0297                          STATION DESCRIPTION
 RU0297
 RU0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0297'3.45 MI NE FROM CUSTER.
 RU0297'ABOUT 3.45 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0297'THE STATION AT CUSTER, IN THE NORTHEAST 1/4 OF SECTION 32, T 5 N, R 34
 RU0297'E, 30 FEET SOUTH OF THE 4TH POLE NORTHEAST OF MILEPOST 169, 68 FEET
 RU0297'SOUTHEAST OF THE SOUTHEAST RAIL, 80 FEET SOUTH OF THE CENTER LINE OF A
 RU0297'PRIVATE ROAD CROSSING, 3 FEET NORTHWEST OF A FENCE, 1 1/2 FEET
 RU0297'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 RU0297'TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 RU0297'TO A DEPTH OF 27 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 1
 RU0297'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0362 ***********************************************************************
 RU0362  DESIGNATION -  F 394
 RU0362  PID         -  RU0362
 RU0362  STATE/COUNTY-  MT/YELLOWSTONE
 RU0362  USGS QUAD   -  CUSTER (1980)
 RU0362
 RU0362                         *CURRENT SURVEY CONTROL
 RU0362  ___________________________________________________________________
 RU0362* NAD 83(1986)-  46 07 52.     (N)    107 33 19.     (W)     SCALED    
 RU0362* NAVD 88     -       834.474  (meters)    2737.77   (feet)  ADJUSTED  
 RU0362  ___________________________________________________________________
 RU0362  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RU0362  DYNAMIC HT  -         834.360 (meters)    2737.40  (feet)  COMP
 RU0362  MODELED GRAV-     980,450.2   (mgal)                       NAVD 88
 RU0362
 RU0362  VERT ORDER  -  FIRST     CLASS II
 RU0362
 RU0362.The horizontal coordinates were scaled from a topographic map and have
 RU0362.an estimated accuracy of +/- 6 seconds.
 RU0362
 RU0362.The orthometric height was determined by differential leveling
 RU0362.and adjusted by the National Geodetic Survey in June 1991..
 RU0362
 RU0362.The geoid height was determined by GEOID03.
 RU0362
 RU0362.The dynamic height is computed by dividing the NAVD 88
 RU0362.geopotential number by the normal gravity value computed on the
 RU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0362.degrees latitude (g = 980.6199 gals.).
 RU0362
 RU0362.The modeled gravity was interpolated from observed gravity values.
 RU0362
 RU0362;                    North         East    Units  Estimated Accuracy
 RU0362;SPC MT       -   210,910.      750,200.      MT  (+/- 180 meters Scaled)
 RU0362
 RU0362                          SUPERSEDED SURVEY CONTROL
 RU0362
 RU0362  NGVD 29 (??/??/92)  833.818  (m)         2735.62   (f) ADJ UNCH    1 2
 RU0362
 RU0362.Superseded values are not recommended for survey control.
 RU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0362.See file dsdata.txt to determine how the superseded data were derived.
 RU0362
 RU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM026117(NAD 83)
 RU0362_MARKER: DB = BENCH MARK DISK
 RU0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0362_STAMPING: F 394 1958
 RU0362_MARK LOGO: CGS   
 RU0362_PROJECTION: PROJECTING 15 CENTIMETERS
 RU0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0362+STABILITY: SURFACE MOTION
 RU0362
 RU0362  HISTORY     - Date     Condition        Report By
 RU0362  HISTORY     - 1958     MONUMENTED       CGS
 RU0362  HISTORY     - 1960     GOOD             NGS
 RU0362  HISTORY     - 1981     GOOD             NGS
 RU0362
 RU0362                          STATION DESCRIPTION
 RU0362
 RU0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0362'IN CUSTER.
 RU0362'AT CUSTER, IN SECTION 1, T 4 N, R 33 E, 250 FEET EAST-NORTHEAST OF THE
 RU0362'EAST CORNER OF THE NORTHERN PACIFIC RAILROAD STATION, 101 FEET
 RU0362'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 151 FEET SOUTHWEST
 RU0362'OF THE CENTER LINE OF A GRAVELED ROAD, 27 FEET SOUTHEAST OF THE
 RU0362'SOUTHEAST RAIL OF A SIDE TRACK, 184 FEET SOUTH OF THE CENTER OF A ROAD
 RU0362'CROSSING, 17 1/2 FEET SOUTH OF A TRIPLE BRACED TELEPHONE POLE, IN LINE
 RU0362'WITH A ROW OF TELEPHONE POLES, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 RU0362'POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 RU0362'PROJECTING 6 INCHES.
 RU0362
 RU0362                          STATION RECOVERY (1981)
 RU0362
 RU0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0362'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0362'IN CUSTER, AT THE JUNCTION OF STATE HIGHWAY 310 AND THE BURLINGTON
 RU0362'NORTHERN RAILROAD, 76.2 METERS (250.0 FT) EAST-NORTHEAST OF THE EAST
 RU0362'CORNER OF THE RAILROAD STATION, 56.1 METERS (184.0 FT) SOUTHWEST OF
 RU0362'THE CENTER OF THE HIGHWAY CROSSING, 46.0 METERS (151.0 FT) SOUTHWEST
 RU0362'OF THE CENTERLINE OF THE HIGHWAY, 8.2 METERS (27.0 FT) SOUTHEAST OF
 RU0362'THE NEAR RAIL, AND 5.3 METERS (17.5 FT) SOUTH OF A BRACED UTILITY
 RU0362'POLE.
 RU0362'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 RU0362'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0417 ***********************************************************************
 QX0417  DESIGNATION -  F 4
 QX0417  PID         -  QX0417
 QX0417  STATE/COUNTY-  MT/GALLATIN
 QX0417  USGS QUAD   -  THREE FORKS (1987)
 QX0417
 QX0417                         *CURRENT SURVEY CONTROL
 QX0417  ___________________________________________________________________
 QX0417* NAD 83(1986)-  45 53 36.     (N)    111 32 03.     (W)     SCALED    
 QX0417* NAVD 88     -      1240.177  (meters)    4068.81   (feet)  ADJUSTED  
 QX0417  ___________________________________________________________________
 QX0417  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 QX0417  DYNAMIC HT  -        1239.826 (meters)    4067.66  (feet)  COMP
 QX0417  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 QX0417
 QX0417  VERT ORDER  -  FIRST     CLASS II
 QX0417
 QX0417.The horizontal coordinates were scaled from a topographic map and have
 QX0417.an estimated accuracy of +/- 6 seconds.
 QX0417
 QX0417.The orthometric height was determined by differential leveling
 QX0417.and adjusted by the National Geodetic Survey in June 1991..
 QX0417
 QX0417.The geoid height was determined by GEOID03.
 QX0417
 QX0417.The dynamic height is computed by dividing the NAVD 88
 QX0417.geopotential number by the normal gravity value computed on the
 QX0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0417.degrees latitude (g = 980.6199 gals.).
 QX0417
 QX0417.The modeled gravity was interpolated from observed gravity values.
 QX0417
 QX0417;                    North         East    Units  Estimated Accuracy
 QX0417;SPC MT       -   184,680.      442,210.      MT  (+/- 180 meters Scaled)
 QX0417
 QX0417                          SUPERSEDED SURVEY CONTROL
 QX0417
 QX0417  NGVD 29 (??/??/92) 1239.130  (m)         4065.38   (f) ADJ UNCH    1 2
 QX0417
 QX0417.Superseded values are not recommended for survey control.
 QX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0417.See file dsdata.txt to determine how the superseded data were derived.
 QX0417
 QX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR585823(NAD 83)
 QX0417_MARKER: Q = CHISELED SQUARE
 QX0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0417+STABILITY: SURFACE MOTION
 QX0417
 QX0417  HISTORY     - Date     Condition        Report By
 QX0417  HISTORY     - UNK      MONUMENTED       CGS
 QX0417  HISTORY     - 1958     GOOD             NGS
 QX0417  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0417  HISTORY     - 1984     MARK NOT FOUND   USGS
 QX0417
 QX0417                          STATION DESCRIPTION
 QX0417
 QX0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0417'5.6 MI NW FROM LOGAN.
 QX0417'ABOUT 5.6 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0417'STATION AT LOGAN, IN SECTION 30, T 2 N, R 2 E, 12 POLES NORTHEAST OF
 QX0417'MILEPOST 6, 63 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 111 FEET EAST OF
 QX0417'THE CENTER OF A ROAD CROSSING, 35 FEET NORTHWEST OF A FENCE, 50 FEET
 QX0417'SOUTH OF A TELEPHONE POLE, 2 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 QX0417'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 QX0417'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 QX0417
 QX0417                          STATION RECOVERY (1982)
 QX0417
 QX0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0417'MARK NOT FOUND.
 QX0417
 QX0417                          STATION RECOVERY (1984)
 QX0417
 QX0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0150 ***********************************************************************
 ST0150  DESIGNATION -  F 4 X
 ST0150  PID         -  ST0150
 ST0150  STATE/COUNTY-  MT/TETON
 ST0150  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0150
 ST0150                         *CURRENT SURVEY CONTROL
 ST0150  ___________________________________________________________________
 ST0150* NAD 83(1999)-  47 35 11.37230(N)    112 09 26.15157(W)     ADJUSTED  
 ST0150* NAVD 88     -      1320.236  (meters)    4331.47   (feet)  ADJUSTED  
 ST0150  ___________________________________________________________________
 ST0150  X           -  -1,625,763.736 (meters)                     COMP
 ST0150  Y           -  -3,992,321.890 (meters)                     COMP
 ST0150  Z           -   4,686,953.282 (meters)                     COMP
 ST0150  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 ST0150  ELLIP HEIGHT-        1305.96  (meters)          (09/15/06) GPS OBS
 ST0150  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0150  DYNAMIC HT  -        1320.067 (meters)    4330.92  (feet)  COMP
 ST0150  MODELED GRAV-     980,437.8   (mgal)                       NAVD 88
 ST0150
 ST0150  HORZ ORDER  -  FIRST
 ST0150  VERT ORDER  -  SECOND    CLASS 0
 ST0150  ELLP ORDER  -  FOURTH    CLASS I
 ST0150
 ST0150.The horizontal coordinates were established by GPS observations
 ST0150.and adjusted by the National Geodetic Survey in September 2006..
 ST0150.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 ST0150.DATUM ITEM on the data sheet items page.
 ST0150
 ST0150.The orthometric height was determined by differential leveling
 ST0150.and adjusted by the National Geodetic Survey in June 1991..
 ST0150
 ST0150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ST0150
 ST0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0150
 ST0150.The ellipsoidal height was determined by GPS observations
 ST0150.and is referenced to NAD 83.
 ST0150
 ST0150.The geoid height was determined by GEOID03.
 ST0150
 ST0150.The dynamic height is computed by dividing the NAVD 88
 ST0150.geopotential number by the normal gravity value computed on the
 ST0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0150.degrees latitude (g = 980.6199 gals.).
 ST0150
 ST0150.The modeled gravity was interpolated from observed gravity values.
 ST0150
 ST0150;                    North         East     Units Scale Factor Converg.
 ST0150;SPC MT       -   374,131.370   400,270.962   MT  0.99944279   -1 56 37.7
 ST0150;SPC MT       - 1,227,465.12  1,313,224.94   iFT  0.99944279   -1 56 37.7
 ST0150;UTM  12      - 5,270,991.049   412,986.224   MT  0.99969304   -0 51 16.0
 ST0150
 ST0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0150!SPC MT       -   0.99979535  x   0.99944279  =   0.99923825
 ST0150!UTM  12      -   0.99979535  x   0.99969304  =   0.99948845
 ST0150
 ST0150                          SUPERSEDED SURVEY CONTROL
 ST0150
 ST0150  NAD 83(1992)-  47 35 11.37123(N)    112 09 26.15094(W) AD(       ) 1
 ST0150  ELLIP H (07/05/96) 1306.04   (m)                       GP(       ) 3 2
 ST0150  NAVD 88 (07/05/96) 1320.24   (m)         4331.5    (f) LEVELING    3  
 ST0150  NGVD 29 (??/??/92) 1319.229  (m)         4328.17   (f) ADJ UNCH    2 0
 ST0150
 ST0150.Superseded values are not recommended for survey control.
 ST0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0150.See file dsdata.txt to determine how the superseded data were derived.
 ST0150
 ST0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1298670991(NAD 83)
 ST0150_MARKER: DR = REFERENCE MARK DISK
 ST0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0150_STAMPING: F 4 X 1961
 ST0150_MARK LOGO: CGS   
 ST0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0150+STABILITY: SURFACE MOTION
 ST0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0150+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1996
 ST0150
 ST0150  HISTORY     - Date     Condition        Report By
 ST0150  HISTORY     - 1961     MONUMENTED       CGS
 ST0150  HISTORY     - 19960103 GOOD             MTDOT
 ST0150
 ST0150                          STATION DESCRIPTION
 ST0150
 ST0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0150'9.7 MI W FROM FAIRFIELD.
 ST0150'9.4 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0150'HIGHWAY 89 AT FAIRFIELD, THENCE 0.3 MILE NORTH ALONG A COUNTY ROAD, AT
 ST0150'THE SUMMIT OF A HILL, 34 FEET EAST OF THE CENTER LINE OF THE ROAD,
 ST0150'59.9 FEET SOUTH OF REFERENCE MARK F4X R.M. 2, 50.3 FEET NORTH OF
 ST0150'REFERENCE MARK F4X R.M. 1, 3.2 FEET EAST OF A FENCE, 4.0 FEET
 ST0150'NORTH-NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 ST0150'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ST0150'GROUND.
 ST0150
 ST0150                          STATION RECOVERY (1996)
 ST0150
 ST0150'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 ST0150'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0148 ***********************************************************************
 ST0148  DESIGNATION -  F 4 X AZ MK
 ST0148  PID         -  ST0148
 ST0148  STATE/COUNTY-  MT/TETON
 ST0148  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0148
 ST0148                         *CURRENT SURVEY CONTROL
 ST0148  ___________________________________________________________________
 ST0148* NAD 83(1986)-  47 34 30.     (N)    112 09 25.     (W)     SCALED    
 ST0148* NAVD 88     -      1278.142  (meters)    4193.37   (feet)  ADJUSTED  
 ST0148  ___________________________________________________________________
 ST0148  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0148  DYNAMIC HT  -        1277.979 (meters)    4192.84  (feet)  COMP
 ST0148  MODELED GRAV-     980,441.0   (mgal)                       NAVD 88
 ST0148
 ST0148  VERT ORDER  -  SECOND    CLASS 0
 ST0148
 ST0148.The horizontal coordinates were scaled from a topographic map and have
 ST0148.an estimated accuracy of +/- 6 seconds.
 ST0148
 ST0148.The orthometric height was determined by differential leveling
 ST0148.and adjusted by the National Geodetic Survey in June 1991..
 ST0148
 ST0148.The geoid height was determined by GEOID03.
 ST0148
 ST0148.The dynamic height is computed by dividing the NAVD 88
 ST0148.geopotential number by the normal gravity value computed on the
 ST0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0148.degrees latitude (g = 980.6199 gals.).
 ST0148
 ST0148.The modeled gravity was interpolated from observed gravity values.
 ST0148
 ST0148;                    North         East    Units  Estimated Accuracy
 ST0148;SPC MT       -   372,850.      400,250.      MT  (+/- 180 meters Scaled)
 ST0148
 ST0148                          SUPERSEDED SURVEY CONTROL
 ST0148
 ST0148  NGVD 29 (??/??/92) 1277.134  (m)         4190.06   (f) ADJ UNCH    2 0
 ST0148
 ST0148.Superseded values are not recommended for survey control.
 ST0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0148.See file dsdata.txt to determine how the superseded data were derived.
 ST0148
 ST0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT129697(NAD 83)
 ST0148_MARKER: DZ = AZIMUTH MARK DISK
 ST0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0148_STAMPING: F 4 X 1961
 ST0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0148+STABILITY: SURFACE MOTION
 ST0148
 ST0148  HISTORY     - Date     Condition        Report By
 ST0148  HISTORY     - 1961     MONUMENTED       CGS
 ST0148
 ST0148                          STATION DESCRIPTION
 ST0148
 ST0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0148'9.9 MI W FROM FAIRFIELD.
 ST0148'9.9 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0148'HIGHWAY 89 AT FAIRFIELD, AT THE CROSSING OF AN IRRIGATION DITCH, ABOUT
 ST0148'300 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM A HOUSE, 71 1/2 FEET
 ST0148'NORTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER LINE POLE WITH A
 ST0148'TRANSFORMER, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2
 ST0148'FEET NORTHWEST OF A FENCE CORNER POST, 1.7 FEET EAST OF A WITNESS
 ST0148'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 ST0148'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0149 ***********************************************************************
 ST0149  DESIGNATION -  F 4 X RM 1
 ST0149  PID         -  ST0149
 ST0149  STATE/COUNTY-  MT/TETON
 ST0149  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0149
 ST0149                         *CURRENT SURVEY CONTROL
 ST0149  ___________________________________________________________________
 ST0149* NAD 83(1986)-  47 35 10.     (N)    112 09 27.     (W)     SCALED    
 ST0149* NAVD 88     -      1320.234  (meters)    4331.47   (feet)  ADJUSTED  
 ST0149  ___________________________________________________________________
 ST0149  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0149  DYNAMIC HT  -        1320.064 (meters)    4330.91  (feet)  COMP
 ST0149  MODELED GRAV-     980,437.8   (mgal)                       NAVD 88
 ST0149
 ST0149  VERT ORDER  -  SECOND    CLASS 0
 ST0149
 ST0149.The horizontal coordinates were scaled from a topographic map and have
 ST0149.an estimated accuracy of +/- 6 seconds.
 ST0149
 ST0149.The orthometric height was determined by differential leveling
 ST0149.and adjusted by the National Geodetic Survey in June 1991..
 ST0149
 ST0149.The geoid height was determined by GEOID03.
 ST0149
 ST0149.The dynamic height is computed by dividing the NAVD 88
 ST0149.geopotential number by the normal gravity value computed on the
 ST0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0149.degrees latitude (g = 980.6199 gals.).
 ST0149
 ST0149.The modeled gravity was interpolated from observed gravity values.
 ST0149
 ST0149;                    North         East    Units  Estimated Accuracy
 ST0149;SPC MT       -   374,090.      400,250.      MT  (+/- 180 meters Scaled)
 ST0149
 ST0149                          SUPERSEDED SURVEY CONTROL
 ST0149
 ST0149  NGVD 29 (??/??/92) 1319.226  (m)         4328.16   (f) ADJ UNCH    2 0
 ST0149
 ST0149.Superseded values are not recommended for survey control.
 ST0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0149.See file dsdata.txt to determine how the superseded data were derived.
 ST0149
 ST0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT129709(NAD 83)
 ST0149_MARKER: DR = REFERENCE MARK DISK
 ST0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0149_STAMPING: F4X NO 1 1961
 ST0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0149+STABILITY: SURFACE MOTION
 ST0149
 ST0149  HISTORY     - Date     Condition        Report By
 ST0149  HISTORY     - 1961     MONUMENTED       CGS
 ST0149
 ST0149                          STATION DESCRIPTION
 ST0149
 ST0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0149'9.7 MI W FROM FAIRFIELD.
 ST0149'9.4 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0149'HIGHWAY 89 AT FAIRFIELD, THENCE 0.3 MILE NORTH ALONG A COUNTY ROAD, AT
 ST0149'THE SUMMIT OF A HILL, 35 FEET EAST OF THE CENTER LINE OF THE ROAD,
 ST0149'50.5 FEET SOUTH OF TRIANGULATION STATION F4X, 3.2 FEET EAST OF A
 ST0149'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ST0149'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0151 ***********************************************************************
 ST0151  DESIGNATION -  F 4 X RM 2
 ST0151  PID         -  ST0151
 ST0151  STATE/COUNTY-  MT/TETON
 ST0151  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0151
 ST0151                         *CURRENT SURVEY CONTROL
 ST0151  ___________________________________________________________________
 ST0151* NAD 83(1986)-  47 35 10.     (N)    112 09 27.     (W)     SCALED    
 ST0151* NAVD 88     -      1320.221  (meters)    4331.43   (feet)  ADJUSTED  
 ST0151  ___________________________________________________________________
 ST0151  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0151  DYNAMIC HT  -        1320.051 (meters)    4330.87  (feet)  COMP
 ST0151  MODELED GRAV-     980,437.8   (mgal)                       NAVD 88
 ST0151
 ST0151  VERT ORDER  -  SECOND    CLASS 0
 ST0151
 ST0151.The horizontal coordinates were scaled from a topographic map and have
 ST0151.an estimated accuracy of +/- 6 seconds.
 ST0151
 ST0151.The orthometric height was determined by differential leveling
 ST0151.and adjusted by the National Geodetic Survey in June 1991..
 ST0151
 ST0151.The geoid height was determined by GEOID03.
 ST0151
 ST0151.The dynamic height is computed by dividing the NAVD 88
 ST0151.geopotential number by the normal gravity value computed on the
 ST0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0151.degrees latitude (g = 980.6199 gals.).
 ST0151
 ST0151.The modeled gravity was interpolated from observed gravity values.
 ST0151
 ST0151;                    North         East    Units  Estimated Accuracy
 ST0151;SPC MT       -   374,090.      400,250.      MT  (+/- 180 meters Scaled)
 ST0151
 ST0151                          SUPERSEDED SURVEY CONTROL
 ST0151
 ST0151  NGVD 29 (??/??/92) 1319.213  (m)         4328.12   (f) ADJ UNCH    2 0
 ST0151
 ST0151.Superseded values are not recommended for survey control.
 ST0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0151.See file dsdata.txt to determine how the superseded data were derived.
 ST0151
 ST0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT129709(NAD 83)
 ST0151_MARKER: DR = REFERENCE MARK DISK
 ST0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0151_STAMPING: F 4 X NO. 2 1961
 ST0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0151+STABILITY: SURFACE MOTION
 ST0151
 ST0151  HISTORY     - Date     Condition        Report By
 ST0151  HISTORY     - 1961     MONUMENTED       CGS
 ST0151
 ST0151                          STATION DESCRIPTION
 ST0151
 ST0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0151'9.7 MI W FROM FAIRFIELD.
 ST0151'9.4 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0151'HIGHWAY 89 AT FAIRFIELD, THENCE 0.3 MILE NORTH ALONG A COUNTY ROAD, AT
 ST0151'THE SUMMIT OF A HILL, 35 FEET EAST OF THE CENTER LINE OF THE ROAD,
 ST0151'59.9 FEET NORTH OF TRIANGULATION STATION F 4 X, 110.5 FEET NORTH OF
 ST0151'REFERENCE MARK F4X R.M. 1, 17 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER
 ST0151'OF A GATE, 3.2 FEET EAST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE
 ST0151'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 ST0151'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0737 ***********************************************************************
 SS0737  DESIGNATION -  F 40
 SS0737  PID         -  SS0737
 SS0737  STATE/COUNTY-  MT/CASCADE
 SS0737  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS0737
 SS0737                         *CURRENT SURVEY CONTROL
 SS0737  ___________________________________________________________________
 SS0737* NAD 83(1986)-  47 27 16.     (N)    111 12 12.     (W)     SCALED    
 SS0737* NAVD 88     -      1024.197  (meters)    3360.22   (feet)  ADJUSTED  
 SS0737  ___________________________________________________________________
 SS0737  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 SS0737  DYNAMIC HT  -        1024.123 (meters)    3359.98  (feet)  COMP
 SS0737  MODELED GRAV-     980,505.4   (mgal)                       NAVD 88
 SS0737
 SS0737  VERT ORDER  -  FIRST     CLASS II
 SS0737
 SS0737.The horizontal coordinates were scaled from a topographic map and have
 SS0737.an estimated accuracy of +/- 6 seconds.
 SS0737
 SS0737.The orthometric height was determined by differential leveling
 SS0737.and adjusted by the National Geodetic Survey in June 1991..
 SS0737
 SS0737.The geoid height was determined by GEOID03.
 SS0737
 SS0737.The dynamic height is computed by dividing the NAVD 88
 SS0737.geopotential number by the normal gravity value computed on the
 SS0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0737.degrees latitude (g = 980.6199 gals.).
 SS0737
 SS0737.The modeled gravity was interpolated from observed gravity values.
 SS0737
 SS0737;                    North         East    Units  Estimated Accuracy
 SS0737;SPC MT       -   357,470.      471,640.      MT  (+/- 180 meters Scaled)
 SS0737
 SS0737                          SUPERSEDED SURVEY CONTROL
 SS0737
 SS0737  NGVD 29 (??/??/92) 1023.30   (m)         3357.3    (f) COMPUTED    1 2
 SS0737
 SS0737.Superseded values are not recommended for survey control.
 SS0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0737.See file dsdata.txt to determine how the superseded data were derived.
 SS0737
 SS0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT846556(NAD 83)
 SS0737_MARKER: DB = BENCH MARK DISK
 SS0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0737_STAMPING: F 40 1931
 SS0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0737+STABILITY: SURFACE MOTION
 SS0737
 SS0737  HISTORY     - Date     Condition        Report By
 SS0737  HISTORY     - 1931     MONUMENTED       CGS
 SS0737  HISTORY     - 1961     MARK NOT FOUND   NGS
 SS0737
 SS0737                          STATION DESCRIPTION
 SS0737
 SS0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0737'1.8 MI N FROM FIELDS.
 SS0737'1.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM FIELDS, CASCADE
 SS0737'COUNTY, 3-1/2 POLES EAST OF MILEPOST 215, AT A ROAD CROSSING, 70 FEET
 SS0737'NORTH LOF THE TRACK, 28 FEET EAST OF THE ROAD.  A STANDARD DISK
 SS0737'STAMPED F 40 1931 AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.3 FEET
 SS0737'UNDER THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0068 ***********************************************************************
 SS0068  DESIGNATION -  F 41
 SS0068  PID         -  SS0068
 SS0068  STATE/COUNTY-  MT/JUDITH BASIN
 SS0068  USGS QUAD   -  MERINO (1978)
 SS0068
 SS0068                         *CURRENT SURVEY CONTROL
 SS0068  ___________________________________________________________________
 SS0068* NAD 83(1986)-  47 14 40.     (N)    110 22 06.     (W)     SCALED    
 SS0068* NAVD 88     -      1264.545  (meters)    4148.76   (feet)  ADJUSTED  
 SS0068  ___________________________________________________________________
 SS0068  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 SS0068  DYNAMIC HT  -        1264.393 (meters)    4148.26  (feet)  COMP
 SS0068  MODELED GRAV-     980,448.2   (mgal)                       NAVD 88
 SS0068
 SS0068  VERT ORDER  -  FIRST     CLASS II
 SS0068
 SS0068.The horizontal coordinates were scaled from a topographic map and have
 SS0068.an estimated accuracy of +/- 6 seconds.
 SS0068
 SS0068.The orthometric height was determined by differential leveling
 SS0068.and adjusted by the National Geodetic Survey in June 1991..
 SS0068
 SS0068.The geoid height was determined by GEOID03.
 SS0068
 SS0068.The dynamic height is computed by dividing the NAVD 88
 SS0068.geopotential number by the normal gravity value computed on the
 SS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0068.degrees latitude (g = 980.6199 gals.).
 SS0068
 SS0068.The modeled gravity was interpolated from observed gravity values.
 SS0068
 SS0068;                    North         East    Units  Estimated Accuracy
 SS0068;SPC MT       -   333,100.      534,300.      MT  (+/- 180 meters Scaled)
 SS0068
 SS0068                          SUPERSEDED SURVEY CONTROL
 SS0068
 SS0068  NGVD 29 (??/??/92) 1263.627  (m)         4145.75   (f) ADJ UNCH    1 2
 SS0068
 SS0068.Superseded values are not recommended for survey control.
 SS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0068.See file dsdata.txt to determine how the superseded data were derived.
 SS0068
 SS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT478325(NAD 83)
 SS0068_MARKER: DB = BENCH MARK DISK
 SS0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0068_STAMPING: F 41 1931
 SS0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0068+STABILITY: SURFACE MOTION
 SS0068
 SS0068  HISTORY     - Date     Condition        Report By
 SS0068  HISTORY     - 1931     MONUMENTED       CGS
 SS0068  HISTORY     - 1961     GOOD             NGS
 SS0068
 SS0068                          STATION DESCRIPTION
 SS0068
 SS0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0068'6.0 MI E FROM GEYSER.
 SS0068'ABOUT 6.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0068'AT GEYSER, IN SECTION 7, T 17 N, R 11 E, ABOUT 0.15 MILE SOUTHWEST OF
 SS0068'THE RAILROAD SIDING SIGN AT MERINO, ABOUT 0.15 MILE NORTHEAST OF A
 SS0068'BRICK SCHOOLHOUSE, ABOUT 0.1 MILE WEST OF A NORTH-SOUTH ROAD, 231 FEET
 SS0068'SOUTH OF THE 12TH POLE EAST OF MILEPOST 165, 290 FEET SOUTH OF THE
 SS0068'SOUTH RAIL OF THE MAIN TRACK, 2 FEET NORTH OF A FENCE, 0.9 MILE SOUTH
 SS0068'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 SS0068'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0367 ***********************************************************************
 RV0367  DESIGNATION -  F 42
 RV0367  PID         -  RV0367
 RV0367  STATE/COUNTY-  MT/JUDITH BASIN
 RV0367  USGS QUAD   -  BUFFALO (1970)
 RV0367
 RV0367                         *CURRENT SURVEY CONTROL
 RV0367  ___________________________________________________________________
 RV0367* NAD 83(1986)-  46 51 09.     (N)    109 49 04.     (W)     SCALED    
 RV0367* NAVD 88     -      1294.129  (meters)    4245.82   (feet)  ADJUSTED  
 RV0367  ___________________________________________________________________
 RV0367  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 RV0367  DYNAMIC HT  -        1293.900 (meters)    4245.07  (feet)  COMP
 RV0367  MODELED GRAV-     980,391.7   (mgal)                       NAVD 88
 RV0367
 RV0367  VERT ORDER  -  FIRST     CLASS II
 RV0367
 RV0367.The horizontal coordinates were scaled from a topographic map and have
 RV0367.an estimated accuracy of +/- 6 seconds.
 RV0367
 RV0367.The orthometric height was determined by differential leveling
 RV0367.and adjusted by the National Geodetic Survey in June 1991..
 RV0367
 RV0367.The geoid height was determined by GEOID03.
 RV0367
 RV0367.The dynamic height is computed by dividing the NAVD 88
 RV0367.geopotential number by the normal gravity value computed on the
 RV0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0367.degrees latitude (g = 980.6199 gals.).
 RV0367
 RV0367.The modeled gravity was interpolated from observed gravity values.
 RV0367
 RV0367;                    North         East    Units  Estimated Accuracy
 RV0367;SPC MT       -   289,240.      575,780.      MT  (+/- 180 meters Scaled)
 RV0367
 RV0367                          SUPERSEDED SURVEY CONTROL
 RV0367
 RV0367  NGVD 29 (??/??/92) 1293.185  (m)         4242.72   (f) ADJ UNCH    1 2
 RV0367
 RV0367.Superseded values are not recommended for survey control.
 RV0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0367.See file dsdata.txt to determine how the superseded data were derived.
 RV0367
 RV0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS901894(NAD 83)
 RV0367_MARKER: DB = BENCH MARK DISK
 RV0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0367_STAMPING: F 42 1931
 RV0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0367+STABILITY: SURFACE MOTION
 RV0367
 RV0367  HISTORY     - Date     Condition        Report By
 RV0367  HISTORY     - 1931     MONUMENTED       CGS
 RV0367  HISTORY     - 1961     GOOD             NGS
 RV0367
 RV0367                          STATION DESCRIPTION
 RV0367
 RV0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0367'2.3 MI N FROM BUFFALO.
 RV0367'ABOUT 2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0367'STATION SIGN AT BUFFALO, IN SECTION 33, T 13 N, R 15 E, 12 POLES SOUTH
 RV0367'OF MILEPOST 117, 49 FEET WEST OF THE WEST RAIL, 66 FEET SOUTHWEST OF
 RV0367'THE CENTER OF A ROAD CROSSING, 34 FEET SOUTH OF THE CENTER LINE OF AN
 RV0367'EASTWEST ROAD, 24 FEET EAST OF A FENCE, 13 1/2 FEET WEST OF A
 RV0367'TELEPHONE POLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 RV0367'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RV0367'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0626 ***********************************************************************
 TM0626  DESIGNATION -  F 422
 TM0626  PID         -  TM0626
 TM0626  STATE/COUNTY-  MT/TOOLE
 TM0626  USGS QUAD   -  ETHRIDGE (1966)
 TM0626
 TM0626                         *CURRENT SURVEY CONTROL
 TM0626  ___________________________________________________________________
 TM0626* NAD 83(1986)-  48 32 28.     (N)    112 00 38.     (W)     SCALED    
 TM0626* NAVD 88     -      1075.006  (meters)    3526.92   (feet)  ADJUSTED  
 TM0626  ___________________________________________________________________
 TM0626  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 TM0626  DYNAMIC HT  -        1075.066 (meters)    3527.11  (feet)  COMP
 TM0626  MODELED GRAV-     980,629.5   (mgal)                       NAVD 88
 TM0626
 TM0626  VERT ORDER  -  FIRST     CLASS II
 TM0626
 TM0626.The horizontal coordinates were scaled from a topographic map and have
 TM0626.an estimated accuracy of +/- 6 seconds.
 TM0626
 TM0626.The orthometric height was determined by differential leveling
 TM0626.and adjusted by the National Geodetic Survey in June 1991..
 TM0626
 TM0626.The geoid height was determined by GEOID03.
 TM0626
 TM0626.The dynamic height is computed by dividing the NAVD 88
 TM0626.geopotential number by the normal gravity value computed on the
 TM0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0626.degrees latitude (g = 980.6199 gals.).
 TM0626
 TM0626.The modeled gravity was interpolated from observed gravity values.
 TM0626
 TM0626;                    North         East    Units  Estimated Accuracy
 TM0626;SPC MT       -   479,810.      414,690.      MT  (+/- 180 meters Scaled)
 TM0626
 TM0626                          SUPERSEDED SURVEY CONTROL
 TM0626
 TM0626.No superseded survey control is available for this station.
 TM0626
 TM0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU254769(NAD 83)
 TM0626_MARKER: DB = BENCH MARK DISK
 TM0626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0626_SP_SET: STAINLESS STEEL ROD
 TM0626_STAMPING: F 422 1978
 TM0626_PROJECTION: PROJECTING 13 CENTIMETERS
 TM0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0626_ROD/PIPE-DEPTH: 7.32 meters
 TM0626
 TM0626  HISTORY     - Date     Condition        Report By
 TM0626  HISTORY     - 1978     MONUMENTED       NGS
 TM0626
 TM0626                          STATION DESCRIPTION
 TM0626
 TM0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0626'6.5 MI WEST FROM SHELBY.
 TM0626'6.5 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TM0626'SHELBY, 0.1 MILE WEST OF HIGHWAY MILE POST 272 AND AT A CONCRETE
 TM0626'RIGHT OF WAY MARKER NUMBER 860 + 00, ON THE NORTH SIDE OF THE
 TM0626'HIGHWAY PROJECTING 2 FEET AT THE SOUTH EDGE OF A PLOWED FIELD,
 TM0626'ABOUT MIDWAY BETWEEN MILE POST 272 AND A CUTBANK WEST OF THE SIGN,
 TM0626'0.1 MILE EAST OF A FARM ROAD CROSSING, 79 FEET NORTH OF THE
 TM0626'CENTERLINE OF HIGHWAY 2, 1 FOOT EAST OF RIGHT OF WAY MARKER NUMBER
 TM0626'860 + 00, AND 1 FOOT NORTH OF A WITNESS POST.  DISK IS 3 INCHES
 TM0626'ABOVE THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC
 TM0626'SCREW PLUG.
 TM0626'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0655 ***********************************************************************
 TM0655  DESIGNATION -  F 423
 TM0655  PID         -  TM0655
 TM0655  STATE/COUNTY-  MT/GLACIER
 TM0655  USGS QUAD   -  SQUAW BUTTES (1966)
 TM0655
 TM0655                         *CURRENT SURVEY CONTROL
 TM0655  ___________________________________________________________________
 TM0655* NAD 83(1986)-  48 37 28.     (N)    112 28 43.     (W)     SCALED    
 TM0655* NAVD 88     -      1204.378  (meters)    3951.36   (feet)  ADJUSTED  
 TM0655  ___________________________________________________________________
 TM0655  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 TM0655  DYNAMIC HT  -        1204.402 (meters)    3951.44  (feet)  COMP
 TM0655  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 TM0655
 TM0655  VERT ORDER  -  FIRST     CLASS II
 TM0655
 TM0655.The horizontal coordinates were scaled from a topographic map and have
 TM0655.an estimated accuracy of +/- 6 seconds.
 TM0655
 TM0655.The orthometric height was determined by differential leveling
 TM0655.and adjusted by the National Geodetic Survey in June 1991..
 TM0655
 TM0655.The geoid height was determined by GEOID03.
 TM0655
 TM0655.The dynamic height is computed by dividing the NAVD 88
 TM0655.geopotential number by the normal gravity value computed on the
 TM0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0655.degrees latitude (g = 980.6199 gals.).
 TM0655
 TM0655.The modeled gravity was interpolated from observed gravity values.
 TM0655
 TM0655;                    North         East    Units  Estimated Accuracy
 TM0655;SPC MT       -   490,280.      380,520.      MT  (+/- 180 meters Scaled)
 TM0655
 TM0655                          SUPERSEDED SURVEY CONTROL
 TM0655
 TM0655.No superseded survey control is available for this station.
 TM0655
 TM0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU910867(NAD 83)
 TM0655_MARKER: DB = BENCH MARK DISK
 TM0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0655_SP_SET: STAINLESS STEEL ROD
 TM0655_STAMPING: F 423 1978
 TM0655_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0655_ROD/PIPE-DEPTH: 3.66 meters
 TM0655
 TM0655  HISTORY     - Date     Condition        Report By
 TM0655  HISTORY     - 1978     MONUMENTED       NGS
 TM0655
 TM0655                          STATION DESCRIPTION
 TM0655
 TM0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0655'6.0 MI WEST FROM CUT BANK.
 TM0655'6.0 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK RIVER IN
 TM0655'CUT BANK.  STATION IS LOCATED AT THE NORTHWEST CORNER OF AN
 TM0655'INTERSECTION OF HIGHWAY 2 AND A GRAVEL ROAD LEADING NORTH AND SOUTH
 TM0655'WITH COTTON TREES, AND ALSO AT HIGHWAY MILE POST 248, 42 FEET NORTH
 TM0655'OF THE CENTERLINE OF HIGHWAY 2, 39 FEET WEST OF THE CENTERLINE OF THE
 TM0655'GRAVEL ROAD, 15 FEET NORTHWEST OF POWER POLE NUMBER 458, 9 FEET NORTH
 TM0655'OF A FENCE CORNER, AND 1 FOOT SOUTH OF A WITNESS POST.
 TM0655'DISK IS 2 INCHES BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4
 TM0655'INCH PLASTIC SCREW PLUG.
 TM0655'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0686 ***********************************************************************
 TM0686  DESIGNATION -  F 424
 TM0686  PID         -  TM0686
 TM0686  STATE/COUNTY-  MT/GLACIER
 TM0686  USGS QUAD   -  BROWNING (1968)
 TM0686
 TM0686                         *CURRENT SURVEY CONTROL
 TM0686  ___________________________________________________________________
 TM0686* NAD 83(1986)-  48 33 21.     (N)    113 01 17.     (W)     SCALED    
 TM0686* NAVD 88     -      1336.005  (meters)    4383.21   (feet)  ADJUSTED  
 TM0686  ___________________________________________________________________
 TM0686  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 TM0686  DYNAMIC HT  -        1335.969 (meters)    4383.09  (feet)  COMP
 TM0686  MODELED GRAV-     980,537.3   (mgal)                       NAVD 88
 TM0686
 TM0686  VERT ORDER  -  FIRST     CLASS II
 TM0686
 TM0686.The horizontal coordinates were scaled from a topographic map and have
 TM0686.an estimated accuracy of +/- 6 seconds.
 TM0686
 TM0686.The orthometric height was determined by differential leveling
 TM0686.and adjusted by the National Geodetic Survey in June 1991..
 TM0686
 TM0686.The geoid height was determined by GEOID03.
 TM0686
 TM0686.The dynamic height is computed by dividing the NAVD 88
 TM0686.geopotential number by the normal gravity value computed on the
 TM0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0686.degrees latitude (g = 980.6199 gals.).
 TM0686
 TM0686.The modeled gravity was interpolated from observed gravity values.
 TM0686
 TM0686;                    North         East    Units  Estimated Accuracy
 TM0686;SPC MT       -   484,320.      340,200.      MT  (+/- 180 meters Scaled)
 TM0686
 TM0686                          SUPERSEDED SURVEY CONTROL
 TM0686
 TM0686.No superseded survey control is available for this station.
 TM0686
 TM0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU508800(NAD 83)
 TM0686_MARKER: DB = BENCH MARK DISK
 TM0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0686_SP_SET: STAINLESS STEEL ROD
 TM0686_STAMPING: F 424 1978
 TM0686_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0686+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2000
 TM0686_ROD/PIPE-DEPTH: 3.66 meters
 TM0686
 TM0686  HISTORY     - Date     Condition        Report By
 TM0686  HISTORY     - 1978     MONUMENTED       NGS
 TM0686  HISTORY     - 20000924 GOOD             LOCSUR
 TM0686
 TM0686                          STATION DESCRIPTION
 TM0686
 TM0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0686'IN BROWNING.
 TM0686'IN BROWNING, SET IN THE SOUTHEAST CORNER OF THE LAWN OF THE PLAINS
 TM0686'INDIAN MUSEUM, AND AT THE ENTRANCE TO THE PARKING AREA, ABOUT 0.05
 TM0686'MILE EAST OF THE T JUNCTION OF HIGHWAYS 2 AND 89, 45 FEET SOUTHEAST
 TM0686'OF THE SOUTH END OF THE MUSEUM SIGN, 24 FEET NORTH OF THE CURB OF
 TM0686'HIGHWAY 2, 6 FEET WEST OF THE WEST END OF A CATTLE GUARD, 1 FOOT
 TM0686'SOUTHWEST OF THE WEST END OF THE GATE TO THE MUSEUM, AND 1 FOOT NORTH
 TM0686'OF A SPLIT RAIL FENCE.  ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 12
 TM0686'FEET, DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 TM0686'A 4 INCH PLASTIC SCREW PLUG.
 TM0686'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 TM0686
 TM0686                          STATION RECOVERY (2000)
 TM0686
 TM0686'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (TPF)
 TM0686'STATION IS SUITABLE FOR GPS OBSERVATIONS ALTHOUGH SOMEWHAT OBSTRUCTED
 TM0686'AND THE MARK CAN MOVE HORIZONTALLY WITHIN THE PVC SLEEVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0708 ***********************************************************************
 RY0708  DESIGNATION -  F 425
 RY0708  PID         -  RY0708
 RY0708  STATE/COUNTY-  MT/MISSOULA
 RY0708  USGS QUAD   -  PRIMROSE (1978)
 RY0708
 RY0708                         *CURRENT SURVEY CONTROL
 RY0708  ___________________________________________________________________
 RY0708* NAD 83(1986)-  46 57 13.     (N)    114 07 53.     (W)     SCALED    
 RY0708* NAVD 88     -      1003.396  (meters)    3291.97   (feet)  ADJUSTED  
 RY0708  ___________________________________________________________________
 RY0708  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 RY0708  DYNAMIC HT  -        1003.248 (meters)    3291.49  (feet)  COMP
 RY0708  MODELED GRAV-     980,432.0   (mgal)                       NAVD 88
 RY0708  OBS GRAVITY -     980,431.6   (mgal)                       GRAV_OBS
 RY0708
 RY0708  VERT ORDER  -  FIRST     CLASS II
 RY0708
 RY0708.The horizontal coordinates were scaled from a topographic map and have
 RY0708.an estimated accuracy of +/- 6 seconds.
 RY0708
 RY0708.The orthometric height was determined by differential leveling
 RY0708.and adjusted by the National Geodetic Survey in June 1991..
 RY0708
 RY0708.The geoid height was determined by GEOID03.
 RY0708
 RY0708.The dynamic height is computed by dividing the NAVD 88
 RY0708.geopotential number by the normal gravity value computed on the
 RY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0708.degrees latitude (g = 980.6199 gals.).
 RY0708
 RY0708.The modeled gravity was interpolated from observed gravity values.
 RY0708.The observed gravity was obtained from relative gravimeter ties
 RY0708.to the IGSN71 gravity network.
 RY0708
 RY0708;                    North         East    Units  Estimated Accuracy
 RY0708;SPC MT       -   310,840.      247,870.      MT  (+/- 180 meters Scaled)
 RY0708
 RY0708                          SUPERSEDED SURVEY CONTROL
 RY0708
 RY0708.No superseded survey control is available for this station.
 RY0708
 RY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN182040(NAD 83)
 RY0708_MARKER: I = METAL ROD
 RY0708_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RY0708_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RY0708_STAMPING: F 425 1978
 RY0708_PROJECTION: FLUSH
 RY0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0708+STABILITY: POSITION/ELEVATION WELL
 RY0708_ROD/PIPE-DEPTH: 9.14 meters
 RY0708_SLEEVE-DEPTH  : 6.10 meters
 RY0708
 RY0708  HISTORY     - Date     Condition        Report By
 RY0708  HISTORY     - 1978     MONUMENTED       NGS
 RY0708  HISTORY     - 1980     GOOD             NGS
 RY0708
 RY0708                          STATION DESCRIPTION
 RY0708
 RY0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RY0708'000
 RY0708'9.1 MILES NORTHWEST ALONG U S HIGHWAY 93 (WEST BOARDWAY) FROM THE
 RY0708'FEDERAL BUILDING IN MISSOULA,
 RY0708'SET AT THE JUNCTION OF U. S. HIGHWAY 93 AND INTERSTATE HIGHWAY 90
 RY0708'285 FEET NORTH OF THE NORTHWEST
 RY0708'CORNER OF THE OVERPASS BRIDGE OVER HIGHWAY 90, 69 FEET WEST OF THE
 RY0708'CENTERLINE OF HIGHWAY 93, 76 FEET NORTH OF THE CENTERLINE OF THE
 RY0708'ENTRANCE ROAD TO THE WESTBOUND LANES OF HIGHWAY 90, 41 FEET WEST OF
 RY0708'A STREET LAMP POLE AND 2 FEET SOUTH OF A FENCE CORNER POST.
 RY0708'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RY0708
 RY0708                          STATION RECOVERY (1980)
 RY0708
 RY0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0708'9.1 MILES NORTHWEST ALONG U S HIGHWAY 93 (WEST BOARDWAY) FROM
 RY0708'THE FEDERAL BUILDING IN MISSOULA, SET AT THE JUNCTION OF
 RY0708'U S HIGHWAY 93 AND INTERSTATE HIGHWAY 90, 285 FEET NORTH
 RY0708'OF THE NORTHWEST CORNER OF THE OVERPASS BRIDGE OVER
 RY0708'HIGHWAY 90, 69 FEET WEST OF THE CENTERLINE OF HIGHWAY 93,
 RY0708'76 FEET NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE WESTBOUND
 RY0708'LANES OF HIGHWAY 90, 41 FEET WEST OF A STREET LAMP POLE
 RY0708'AND 2 FEET SOUTH OF A FENCE CORNER POST. A STAINLESS STEEL ROD
 RY0708'SET TO A DEPTH OF 30 FEET IN A SLEEVE EXTENDING TO A DEPTH
 RY0708'OF 20 FEET ENCASED IN A PIPE FLUSH WITH THE GROUND
 RY0708'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9614 ***********************************************************************
 AI9614  DESIGNATION -  F 425 RESET
 AI9614  PID         -  AI9614
 AI9614  STATE/COUNTY-  MT/MISSOULA
 AI9614  USGS QUAD   -  PRIMROSE (1978)
 AI9614
 AI9614                         *CURRENT SURVEY CONTROL
 AI9614  ___________________________________________________________________
 AI9614* NAD 83(1986)-  46 57 13.     (N)    114 07 53.     (W)     SCALED    
 AI9614* NAVD 88     -      1003.16   (meters)    3291.2    (feet)  RESET     
 AI9614  ___________________________________________________________________
 AI9614  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 AI9614
 AI9614  VERT ORDER  -  THIRD
 AI9614
 AI9614.The horizontal coordinates were scaled from a topographic map and have
 AI9614.an estimated accuracy of +/- 6 seconds.
 AI9614
 AI9614.The orthometric height was computed from unverified reset data.
 AI9614.No vertical observational check was made to the station.
 AI9614
 AI9614.The geoid height was determined by GEOID03.
 AI9614
 AI9614;                    North         East    Units  Estimated Accuracy
 AI9614;SPC MT       -   310,840.      247,870.      MT  (+/- 180 meters Scaled)
 AI9614
 AI9614                          SUPERSEDED SURVEY CONTROL
 AI9614
 AI9614.No superseded survey control is available for this station.
 AI9614
 AI9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN182040(NAD 83)
 AI9614_MARKER: I = METAL ROD
 AI9614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI9614+WITH SETTING: INFORMATION.
 AI9614_STAMPING: F 425 RESET 2000
 AI9614_MARK LOGO: NONE  
 AI9614_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9614
 AI9614  HISTORY     - Date     Condition        Report By
 AI9614  HISTORY     - 2000     MONUMENTED       MTDOT
 AI9614  HISTORY     - 20060912 GOOD             GEOCAC
 AI9614
 AI9614                          STATION DESCRIPTION
 AI9614
 AI9614'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2000 (LSC)
 AI9614'9.1 MILES (14.6 KM) NORTHWEST ALONG US HIGHWAY 93 (WEST BROAD WAY)
 AI9614'FROM THE FEDERAL BUILDING IN MISSOULA, SET AT THE JUNCTION OF US
 AI9614'HIGHWAY 93 AND INTERSTATE HIGHWAY 90, 285 FEET (86.9 M) NORTH OF THE
 AI9614'NORTHWEST CORNER OF THE OVERPASS BRIDGE OVER HIGHWAY 90, 114 FEET
 AI9614'(34.7 M) WEST OF THE CENTERLINE OF HIGHWAY 93, 75 FEET (22.9 M) NORTH
 AI9614'OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE WEST BOUND LANES OF
 AI9614'HIGHWAY 90, 46 FEET (14.0 M) EAST OF A POWER POLE AND 11.5 FEET (3.5
 AI9614'M) WEST OF A FENCE CORNER POST.  A STAINLESS STEEL ROD, DRIVEN TO
 AI9614'REFUSAL OF 6.58 FEET (2.01 M) IN A 4 FOOT SLEEVE EXTENDING (1.2 M)
 AI9614'ENCASED IN A PIPE FLUSH WITH THE GROUND ABOUT LEVEL WITH THE HIGHWAY.
 AI9614'RESET ORIGINAL WITNESS POST, AT THE R/W FENCE 3.28 FEET (1.00 M) NORTH
 AI9614'OF THE RESET MARK.
 AI9614
 AI9614                          STATION RECOVERY (2006)
 AI9614
 AI9614'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9614'HANDHELD COORDINATES ARE N46-57-09.09 W114-07-54.60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0717 ***********************************************************************
 TM0717  DESIGNATION -  F 426
 TM0717  PID         -  TM0717
 TM0717  STATE/COUNTY-  MT/GLACIER
 TM0717  USGS QUAD   -  SUMMIT (1995)
 TM0717
 TM0717                         *CURRENT SURVEY CONTROL
 TM0717  ___________________________________________________________________
 TM0717* NAD 83(1986)-  48 20 49.     (N)    113 18 45.     (W)     SCALED    
 TM0717* NAVD 88     -      1544.063  (meters)    5065.81   (feet)  ADJUSTED  
 TM0717  ___________________________________________________________________
 TM0717  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 TM0717  DYNAMIC HT  -        1543.936 (meters)    5065.40  (feet)  COMP
 TM0717  MODELED GRAV-     980,473.9   (mgal)                       NAVD 88
 TM0717
 TM0717  VERT ORDER  -  FIRST     CLASS II
 TM0717
 TM0717.The horizontal coordinates were scaled from a topographic map and have
 TM0717.an estimated accuracy of +/- 6 seconds.
 TM0717
 TM0717.The orthometric height was determined by differential leveling
 TM0717.and adjusted by the National Geodetic Survey in June 1991..
 TM0717
 TM0717.The geoid height was determined by GEOID03.
 TM0717
 TM0717.The dynamic height is computed by dividing the NAVD 88
 TM0717.geopotential number by the normal gravity value computed on the
 TM0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0717.degrees latitude (g = 980.6199 gals.).
 TM0717
 TM0717.The modeled gravity was interpolated from observed gravity values.
 TM0717
 TM0717;                    North         East    Units  Estimated Accuracy
 TM0717;SPC MT       -   462,130.      317,610.      MT  (+/- 180 meters Scaled)
 TM0717
 TM0717                          SUPERSEDED SURVEY CONTROL
 TM0717
 TM0717.No superseded survey control is available for this station.
 TM0717
 TM0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU286574(NAD 83)
 TM0717_MARKER: DB = BENCH MARK DISK
 TM0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0717_SP_SET: STAINLESS STEEL ROD
 TM0717_STAMPING: F 426 1978
 TM0717_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0717_ROD/PIPE-DEPTH: 7.32 meters
 TM0717
 TM0717  HISTORY     - Date     Condition        Report By
 TM0717  HISTORY     - 1978     MONUMENTED       NGS
 TM0717
 TM0717                          STATION DESCRIPTION
 TM0717
 TM0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0717'8.7 MI SW FROM EAST GLACIER.
 TM0717'8.7 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0717'EAST GLACIER, 0.4 MILE SOUTHWEST OF HIGHWAY MILE POST 201.  AT THE
 TM0717'WEST END AND OUTSIDE OF A CURVE IN THE HIGHWAY, AND ON TOP OF A
 TM0717'SMALL BANK ON THE SOUTH EDGE OF A FLAT AREA, 90 FEET SOUTH OF THE
 TM0717'CENTERLINE OF HIGHWAY 2, 62 FEET NORTHEAST OF A POWER-TELEPHONE POLE,
 TM0717'AND 1.5 FEET WEST OF A WITNESS POST.  DISK IS LEVEL WITH THE GROUND,
 TM0717'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TM0717'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0477 ***********************************************************************
 TL0477  DESIGNATION -  F 427
 TL0477  PID         -  TL0477
 TL0477  STATE/COUNTY-  MT/LIBERTY
 TL0477  USGS QUAD   -  CHESTER (1963)
 TL0477
 TL0477                         *CURRENT SURVEY CONTROL
 TL0477  ___________________________________________________________________
 TL0477* NAD 83(1986)-  48 30 45.     (N)    110 58 57.     (W)     SCALED    
 TL0477* NAVD 88     -       964.257  (meters)    3163.57   (feet)  ADJUSTED  
 TL0477  ___________________________________________________________________
 TL0477  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 TL0477  DYNAMIC HT  -         964.340 (meters)    3163.84  (feet)  COMP
 TL0477  MODELED GRAV-     980,662.9   (mgal)                       NAVD 88
 TL0477
 TL0477  VERT ORDER  -  FIRST     CLASS II
 TL0477
 TL0477.The horizontal coordinates were scaled from a topographic map and have
 TL0477.an estimated accuracy of +/- 6 seconds.
 TL0477
 TL0477.The orthometric height was determined by differential leveling
 TL0477.and adjusted by the National Geodetic Survey in June 1991..
 TL0477
 TL0477.The geoid height was determined by GEOID03.
 TL0477
 TL0477.The dynamic height is computed by dividing the NAVD 88
 TL0477.geopotential number by the normal gravity value computed on the
 TL0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0477.degrees latitude (g = 980.6199 gals.).
 TL0477
 TL0477.The modeled gravity was interpolated from observed gravity values.
 TL0477
 TL0477;                    North         East    Units  Estimated Accuracy
 TL0477;SPC MT       -   474,700.      490,500.      MT  (+/- 180 meters Scaled)
 TL0477
 TL0477                          SUPERSEDED SURVEY CONTROL
 TL0477
 TL0477.No superseded survey control is available for this station.
 TL0477
 TL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU012732(NAD 83)
 TL0477_MARKER: DB = BENCH MARK DISK
 TL0477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0477_SP_SET: STAINLESS STEEL ROD
 TL0477_STAMPING: F 427 1979
 TL0477_PROJECTION: FLUSH
 TL0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0477_ROD/PIPE-DEPTH: 7.62 meters
 TL0477
 TL0477  HISTORY     - Date     Condition        Report By
 TL0477  HISTORY     - 1979     MONUMENTED       NGS
 TL0477
 TL0477                          STATION DESCRIPTION
 TL0477
 TL0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0477'1.0 MI WEST FROM CHESTER.
 TL0477'1.0 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TL0477'CHESTER, 351 FEET NORTH OF THE CENTER OF AN EAST-WEST AIRPORT RUNWAY,
 TL0477'106.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 80.7 FEET
 TL0477'SOUTH-SOUTHEAST OF A SIGN (SPEED ZONE AHEAD), 12.5 FEET WEST OF A
 TL0477'HIGHWAY RIGHT-OF-WAY REFERENCE WITNESS POST AND 2.7 FEET NORTH OF
 TL0477'A WIRE FENCE. ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0477'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0430 ***********************************************************************
 TN0430  DESIGNATION -  F 428
 TN0430  PID         -  TN0430
 TN0430  STATE/COUNTY-  MT/FLATHEAD
 TN0430  USGS QUAD   -  ROSE CROSSING (1994)
 TN0430
 TN0430                         *CURRENT SURVEY CONTROL
 TN0430  ___________________________________________________________________
 TN0430* NAD 83(1986)-  48 16 45.     (N)    114 15 41.     (W)     SCALED    
 TN0430* NAVD 88     -       898.852  (meters)    2948.98   (feet)  ADJUSTED  
 TN0430  ___________________________________________________________________
 TN0430  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0430  DYNAMIC HT  -         898.837 (meters)    2948.93  (feet)  COMP
 TN0430  MODELED GRAV-     980,566.0   (mgal)                       NAVD 88
 TN0430
 TN0430  VERT ORDER  -  FIRST     CLASS II
 TN0430
 TN0430.The horizontal coordinates were scaled from a topographic map and have
 TN0430.an estimated accuracy of +/- 6 seconds.
 TN0430
 TN0430.The orthometric height was determined by differential leveling
 TN0430.and adjusted by the National Geodetic Survey in June 1991..
 TN0430
 TN0430.The geoid height was determined by GEOID03.
 TN0430
 TN0430.The dynamic height is computed by dividing the NAVD 88
 TN0430.geopotential number by the normal gravity value computed on the
 TN0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0430.degrees latitude (g = 980.6199 gals.).
 TN0430
 TN0430.The modeled gravity was interpolated from observed gravity values.
 TN0430
 TN0430;                    North         East    Units  Estimated Accuracy
 TN0430;SPC MT       -   458,460.      246,950.      MT  (+/- 180 meters Scaled)
 TN0430
 TN0430                          SUPERSEDED SURVEY CONTROL
 TN0430
 TN0430.No superseded survey control is available for this station.
 TN0430
 TN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP031509(NAD 83)
 TN0430_MARKER: DB = BENCH MARK DISK
 TN0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0430_SP_SET: STAINLESS STEEL ROD
 TN0430_STAMPING: F 428 1979
 TN0430_PROJECTION: FLUSH
 TN0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0430_ROD/PIPE-DEPTH: 4.57 meters
 TN0430
 TN0430  HISTORY     - Date     Condition        Report By
 TN0430  HISTORY     - 1979     MONUMENTED       NGS
 TN0430
 TN0430                          STATION DESCRIPTION
 TN0430
 TN0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0430'6.8 MI NE FROM KALISPELL.
 TN0430'2.05 MILES EAST ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH HIGHWAY
 TN0430'93 IN KALISPELL, THENCE 4.75 MILES NORTHEAST ALONG LASALLE ROAD,
 TN0430'DIRECTLY UNDER POWERLINE TOWER NO. 4, 98.5 FEET NORTHWEST OF THE
 TN0430'CENTERLINE OF LASALLE ROAD, 17.5 FEET NORTH OF THE SOUTH LEG OF THE
 TN0430'TOWER, 17.0 FEET SOUTH OF THE NORTH LEG OF THE TOWER AND 15.5 FEET
 TN0430'WEST OF THE EAST LEG OF THE TOWER.
 TN0430'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 TN0430'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1306 ***********************************************************************
 SS1306  DESIGNATION -  F 429
 SS1306  PID         -  SS1306
 SS1306  STATE/COUNTY-  MT/TETON
 SS1306  USGS QUAD   -  DUTTON NW (1987)
 SS1306
 SS1306                         *CURRENT SURVEY CONTROL
 SS1306  ___________________________________________________________________
 SS1306* NAD 83(1986)-  47 56 18.     (N)    111 44 21.     (W)     SCALED    
 SS1306* NAVD 88     -      1068.015  (meters)    3503.98   (feet)  ADJUSTED  
 SS1306  ___________________________________________________________________
 SS1306  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 SS1306  DYNAMIC HT  -        1067.997 (meters)    3503.92  (feet)  COMP
 SS1306  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 SS1306  OBS GRAVITY -     980,554.6   (mgal)                       GRAV_OBS
 SS1306
 SS1306  VERT ORDER  -  FIRST     CLASS II
 SS1306
 SS1306.The horizontal coordinates were scaled from a topographic map and have
 SS1306.an estimated accuracy of +/- 6 seconds.
 SS1306
 SS1306.The orthometric height was determined by differential leveling
 SS1306.and adjusted by the National Geodetic Survey in June 1991..
 SS1306
 SS1306.The geoid height was determined by GEOID03.
 SS1306
 SS1306.The dynamic height is computed by dividing the NAVD 88
 SS1306.geopotential number by the normal gravity value computed on the
 SS1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1306.degrees latitude (g = 980.6199 gals.).
 SS1306
 SS1306.The modeled gravity was interpolated from observed gravity values.
 SS1306.The observed gravity was obtained from relative gravimeter ties
 SS1306.to the IGSN71 gravity network.
 SS1306
 SS1306;                    North         East    Units  Estimated Accuracy
 SS1306;SPC MT       -   412,230.      432,810.      MT  (+/- 180 meters Scaled)
 SS1306
 SS1306                          SUPERSEDED SURVEY CONTROL
 SS1306
 SS1306.No superseded survey control is available for this station.
 SS1306
 SS1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU447097(NAD 83)
 SS1306_MARKER: I = METAL ROD
 SS1306_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1306_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1306_STAMPING: F 429 1979
 SS1306_PROJECTION: FLUSH
 SS1306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1306+STABILITY: POSITION/ELEVATION WELL
 SS1306_ROD/PIPE-DEPTH: 13.7 meters
 SS1306_SLEEVE-DEPTH  : 13.1 meters
 SS1306
 SS1306  HISTORY     - Date     Condition        Report By
 SS1306  HISTORY     - 1979     MONUMENTED       NGS
 SS1306
 SS1306                          STATION DESCRIPTION
 SS1306
 SS1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1306'6.5 MI NORTH FROM DUTTON.
 SS1306'6.5 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE STATE HIGHWAY
 SS1306'379 OVERPASS IN DUTTON, 145.8 FEET WEST OF THE CENTERLINE OF THE
 SS1306'SOUTH BOUND LANES OF THE HIGHWAY, 118.6 FEET WEST OF MILE MARKER
 SS1306'NUMBER 320, AND 3.8 FEET EAST OF A FENCE.  NOTE=THIS IS A CLASS A
 SS1306'MARK.
 SS1306'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SS1306'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0215 ***********************************************************************
 RV0215  DESIGNATION -  F 43
 RV0215  PID         -  RV0215
 RV0215  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0215  USGS QUAD   -  RYEGATE EAST (1986)
 RV0215
 RV0215                         *CURRENT SURVEY CONTROL
 RV0215  ___________________________________________________________________
 RV0215* NAD 83(1986)-  46 21 06.     (N)    109 13 31.     (W)     SCALED    
 RV0215* NAVD 88     -      1124.670  (meters)    3689.85   (feet)  ADJUSTED  
 RV0215  ___________________________________________________________________
 RV0215  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 RV0215  DYNAMIC HT  -        1124.486 (meters)    3689.25  (feet)  COMP
 RV0215  MODELED GRAV-     980,411.8   (mgal)                       NAVD 88
 RV0215
 RV0215  VERT ORDER  -  FIRST     CLASS II
 RV0215
 RV0215.The horizontal coordinates were scaled from a topographic map and have
 RV0215.an estimated accuracy of +/- 6 seconds.
 RV0215
 RV0215.The orthometric height was determined by differential leveling
 RV0215.and adjusted by the National Geodetic Survey in June 1991..
 RV0215
 RV0215.The geoid height was determined by GEOID03.
 RV0215
 RV0215.The dynamic height is computed by dividing the NAVD 88
 RV0215.geopotential number by the normal gravity value computed on the
 RV0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0215.degrees latitude (g = 980.6199 gals.).
 RV0215
 RV0215.The modeled gravity was interpolated from observed gravity values.
 RV0215
 RV0215;                    North         East    Units  Estimated Accuracy
 RV0215;SPC MT       -   233,590.      621,130.      MT  (+/- 180 meters Scaled)
 RV0215
 RV0215                          SUPERSEDED SURVEY CONTROL
 RV0215
 RV0215  NGVD 29 (??/??/92) 1123.824  (m)         3687.08   (f) ADJ UNCH    1 2
 RV0215
 RV0215.Superseded values are not recommended for survey control.
 RV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0215.See file dsdata.txt to determine how the superseded data were derived.
 RV0215
 RV0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS365346(NAD 83)
 RV0215_MARKER: DB = BENCH MARK DISK
 RV0215_SETTING: 66 = SET IN ROCK OUTCROP
 RV0215_SP_SET: SANDSTONE LEDGE
 RV0215_STAMPING: F 43 1931
 RV0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0215+STABILITY: POSITION/ELEVATION WELL
 RV0215
 RV0215  HISTORY     - Date     Condition        Report By
 RV0215  HISTORY     - 1931     MONUMENTED       CGS
 RV0215  HISTORY     - 1962     GOOD             NGS
 RV0215
 RV0215                          STATION DESCRIPTION
 RV0215
 RV0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0215'2.5 MI SE FROM FRANKLIN.
 RV0215'2.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0215'CROSSING AT FRANKLIN, AT THE NORTHWEST END OF A LONG FILL, AT THE
 RV0215'SOUTHEAST END OF A CUT, 0.3 MILE SOUTHEAST OF MILEPOST 67, IN THE TOP
 RV0215'OF THE CENTER OF A 16- BY 20-FOOT SANDSTONE LEDGE, 56.9 FEET NORTHEAST
 RV0215'OF THE NORTHEAST RAIL, 14.5 FEET SOUTHWEST OF A FENCE, 9 FEET WEST OF
 RV0215'A WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1298 ***********************************************************************
 SS1298  DESIGNATION -  F 430
 SS1298  PID         -  SS1298
 SS1298  STATE/COUNTY-  MT/TETON
 SS1298  USGS QUAD   -  DUTTON (1987)
 SS1298
 SS1298                         *CURRENT SURVEY CONTROL
 SS1298  ___________________________________________________________________
 SS1298* NAD 83(1986)-  47 48 57.     (N)    111 40 03.     (W)     SCALED    
 SS1298* NAVD 88     -      1129.680  (meters)    3706.29   (feet)  ADJUSTED  
 SS1298  ___________________________________________________________________
 SS1298  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SS1298  DYNAMIC HT  -        1129.629 (meters)    3706.12  (feet)  COMP
 SS1298  MODELED GRAV-     980,527.6   (mgal)                       NAVD 88
 SS1298  OBS GRAVITY -     980,526.7   (mgal)                       GRAV_OBS
 SS1298
 SS1298  VERT ORDER  -  FIRST     CLASS II
 SS1298
 SS1298.The horizontal coordinates were scaled from a topographic map and have
 SS1298.an estimated accuracy of +/- 6 seconds.
 SS1298
 SS1298.The orthometric height was determined by differential leveling
 SS1298.and adjusted by the National Geodetic Survey in June 1991..
 SS1298
 SS1298.The geoid height was determined by GEOID03.
 SS1298
 SS1298.The dynamic height is computed by dividing the NAVD 88
 SS1298.geopotential number by the normal gravity value computed on the
 SS1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1298.degrees latitude (g = 980.6199 gals.).
 SS1298
 SS1298.The modeled gravity was interpolated from observed gravity values.
 SS1298.The observed gravity was obtained from relative gravimeter ties
 SS1298.to the IGSN71 gravity network.
 SS1298
 SS1298;                    North         East    Units  Estimated Accuracy
 SS1298;SPC MT       -   398,470.      437,780.      MT  (+/- 180 meters Scaled)
 SS1298
 SS1298                          SUPERSEDED SURVEY CONTROL
 SS1298
 SS1298.No superseded survey control is available for this station.
 SS1298
 SS1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT500960(NAD 83)
 SS1298_MARKER: I = METAL ROD
 SS1298_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1298_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1298_STAMPING: F 430 1979
 SS1298_PROJECTION: FLUSH
 SS1298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1298+STABILITY: POSITION/ELEVATION WELL
 SS1298_ROD/PIPE-DEPTH: 14.3 meters
 SS1298_SLEEVE-DEPTH  : 13.7 meters
 SS1298
 SS1298  HISTORY     - Date     Condition        Report By
 SS1298  HISTORY     - 1979     MONUMENTED       NGS
 SS1298
 SS1298                          STATION DESCRIPTION
 SS1298
 SS1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1298'3.2 MI SOUTH FROM DUTTON.
 SS1298'3.2 MILES SOUTH ALONG INTERSTATE 15 FROM STATE HIGHWAY 379 IN DUTTON,
 SS1298'0.3 MILE SOUTH OF MILE POST 311, 0.1 MILE WEST OF THE CENTERLINE
 SS1298'OF THE SOUTH BOUND LANES OF THE INTERSTATE, IN THE WEST RIGHT OF WAY
 SS1298'OF THE GREAT NORTHERN RAILROAD, 0.1 MILE SOUTH OF MILE POST 34,
 SS1298'241.5 FEET WEST AND ACROSS THE TRACKS FROM THE CENTERLINE OF THE
 SS1298'ROAD, 77 FEET WEST OF THE WEST TRACK OF THE GREAT NORTHERN RAILROAD,
 SS1298'6.2 FEET SOUTH OF A TELEPHONE POLE, AND 6.0 FEET EAST OF THE WEST
 SS1298'EDGE OF A CULTIVATED FIELD.  NOTE=THIS IS A CLASS A MARK.
 SS1298'THE MARK IS 3 FT  N FROM A WITNESS POST.
 SS1298'THE MARK IS 5 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0409 ***********************************************************************
 TL0409  DESIGNATION -  F 431
 TL0409  PID         -  TL0409
 TL0409  STATE/COUNTY-  MT/TOOLE
 TL0409  USGS QUAD   -  SUNBURST (1986)
 TL0409
 TL0409                         *CURRENT SURVEY CONTROL
 TL0409  ___________________________________________________________________
 TL0409* NAD 83(1986)-  48 57 20.     (N)    111 56 17.     (W)     SCALED    
 TL0409* NAVD 88     -      1072.092  (meters)    3517.36   (feet)  ADJUSTED  
 TL0409  ___________________________________________________________________
 TL0409  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 TL0409  DYNAMIC HT  -        1072.203 (meters)    3517.72  (feet)  COMP
 TL0409  MODELED GRAV-     980,676.0   (mgal)                       NAVD 88
 TL0409
 TL0409  VERT ORDER  -  FIRST     CLASS II
 TL0409
 TL0409.The horizontal coordinates were scaled from a topographic map and have
 TL0409.an estimated accuracy of +/- 6 seconds.
 TL0409
 TL0409.The orthometric height was determined by differential leveling
 TL0409.and adjusted by the National Geodetic Survey in June 1991..
 TL0409
 TL0409.The geoid height was determined by GEOID03.
 TL0409
 TL0409.The dynamic height is computed by dividing the NAVD 88
 TL0409.geopotential number by the normal gravity value computed on the
 TL0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0409.degrees latitude (g = 980.6199 gals.).
 TL0409
 TL0409.The modeled gravity was interpolated from observed gravity values.
 TL0409
 TL0409;                    North         East    Units  Estimated Accuracy
 TL0409;SPC MT       -   525,700.      421,480.      MT  (+/- 180 meters Scaled)
 TL0409
 TL0409                          SUPERSEDED SURVEY CONTROL
 TL0409
 TL0409.No superseded survey control is available for this station.
 TL0409
 TL0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV313229(NAD 83)
 TL0409_MARKER: DB = BENCH MARK DISK
 TL0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0409_SP_SET: STAINLESS STEEL ROD
 TL0409_STAMPING: F 431 1978
 TL0409_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0409_ROD/PIPE-DEPTH: 4.88 meters
 TL0409
 TL0409  HISTORY     - Date     Condition        Report By
 TL0409  HISTORY     - 1978     MONUMENTED       NGS
 TL0409
 TL0409                          STATION DESCRIPTION
 TL0409
 TL0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0409'3.3 MI SOUTH FROM SWEETGRASS.
 TL0409'3.3 MILES SOUTH ALONG INTERSTATE 15 FROM THE UNITED STATES-CANADA
 TL0409'BORDER IN SWEETGRASS.  AT AN ANGLE IN THE WEST RIGHT OF WAY FENCE,
 TL0409'350 FEET SOUTH OF MILE POST 395, 103 FEET WEST OF THE CENTERLINE OF
 TL0409'THE SOUTH BOUND LANE OF INTERSTATE-15, 34.5 FEET NORTH OF MONTANA
 TL0409'STATE HIGHWAY MARKER NUMBER 1890, AND 1.5 FEET EAST OF THE WEST
 TL0409'RIGHT OF WAY FENCE.  DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 TL0409'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0409'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TL0409'THE MARK IS 4 FT ABOVE INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0372 ***********************************************************************
 TL0372  DESIGNATION -  F 432
 TL0372  PID         -  TL0372
 TL0372  STATE/COUNTY-  MT/TOOLE
 TL0372  USGS QUAD   -  OILMONT (1986)
 TL0372
 TL0372                         *CURRENT SURVEY CONTROL
 TL0372  ___________________________________________________________________
 TL0372* NAD 83(1986)-  48 38 12.     (N)    111 51 45.     (W)     SCALED    
 TL0372* NAVD 88     -      1053.506  (meters)    3456.38   (feet)  ADJUSTED  
 TL0372  ___________________________________________________________________
 TL0372  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 TL0372  DYNAMIC HT  -        1053.587 (meters)    3456.64  (feet)  COMP
 TL0372  MODELED GRAV-     980,649.8   (mgal)                       NAVD 88
 TL0372
 TL0372  VERT ORDER  -  FIRST     CLASS II
 TL0372
 TL0372.The horizontal coordinates were scaled from a topographic map and have
 TL0372.an estimated accuracy of +/- 6 seconds.
 TL0372
 TL0372.The orthometric height was determined by differential leveling
 TL0372.and adjusted by the National Geodetic Survey in June 1991..
 TL0372
 TL0372.The geoid height was determined by GEOID03.
 TL0372
 TL0372.The dynamic height is computed by dividing the NAVD 88
 TL0372.geopotential number by the normal gravity value computed on the
 TL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0372.degrees latitude (g = 980.6199 gals.).
 TL0372
 TL0372.The modeled gravity was interpolated from observed gravity values.
 TL0372
 TL0372;                    North         East    Units  Estimated Accuracy
 TL0372;SPC MT       -   490,090.      425,940.      MT  (+/- 180 meters Scaled)
 TL0372
 TL0372                          SUPERSEDED SURVEY CONTROL
 TL0372
 TL0372.No superseded survey control is available for this station.
 TL0372
 TL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU364874(NAD 83)
 TL0372_MARKER: DB = BENCH MARK DISK
 TL0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0372_SP_SET: STAINLESS STEEL ROD
 TL0372_STAMPING: F 432 1978
 TL0372_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0372_ROD/PIPE-DEPTH: 4.27 meters
 TL0372
 TL0372  HISTORY     - Date     Condition        Report By
 TL0372  HISTORY     - 1978     MONUMENTED       NGS
 TL0372
 TL0372                          STATION DESCRIPTION
 TL0372
 TL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0372'8.8 MI NORTH FROM SHELBY.
 TL0372'8.8 MILES NORTH ALONG INTERSTATE 15 FROM ITS INTERSECTION WITH
 TL0372'U.S. HIGHWAY 2 IN SHELBY, 0.4 MILE NORTH OF MILE POST 372, AT THE
 TL0372'SOUTHEAST CORNER OF AN INTERSECTION WITH A DIRT ROAD LEADING EAST TO A
 TL0372'STOCK LOADING PEN, 167 FEET EAST OF THE CENTERLINE OF INTERSTATE 15,
 TL0372'23 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 3 FEET NORTH OF A
 TL0372'WITNESS POST, AND 1.5 FEET WEST OF THE EAST RIGHT OF WAY FENCE.  DISK
 TL0372'IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 TL0372'PLASTIC SCREW PLUG.
 TL0372'THE MARK IS 3 FT  N FROM A WITNESS POST.
 TL0372'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0332 ***********************************************************************
 TL0332  DESIGNATION -  F 433 RESET
 TL0332  PID         -  TL0332
 TL0332  STATE/COUNTY-  MT/PONDERA
 TL0332  USGS QUAD   -  PIONEER SCHOOL (1967)
 TL0332
 TL0332                         *CURRENT SURVEY CONTROL
 TL0332  ___________________________________________________________________
 TL0332* NAD 83(1986)-  48 19 13.     (N)    111 56 05.     (W)     SCALED    
 TL0332* NAVD 88     -      1133.160  (meters)    3717.71   (feet)  ADJUSTED  
 TL0332  ___________________________________________________________________
 TL0332  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 TL0332  DYNAMIC HT  -        1133.181 (meters)    3717.78  (feet)  COMP
 TL0332  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 TL0332
 TL0332  VERT ORDER  -  FIRST     CLASS II
 TL0332
 TL0332.The horizontal coordinates were scaled from a topographic map and have
 TL0332.an estimated accuracy of +/- 6 seconds.
 TL0332
 TL0332.The orthometric height was determined by differential leveling
 TL0332.and adjusted by the National Geodetic Survey in June 1991..
 TL0332
 TL0332.The geoid height was determined by GEOID03.
 TL0332
 TL0332.The dynamic height is computed by dividing the NAVD 88
 TL0332.geopotential number by the normal gravity value computed on the
 TL0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0332.degrees latitude (g = 980.6199 gals.).
 TL0332
 TL0332.The modeled gravity was interpolated from observed gravity values.
 TL0332
 TL0332;                    North         East    Units  Estimated Accuracy
 TL0332;SPC MT       -   455,100.      419,530.      MT  (+/- 180 meters Scaled)
 TL0332
 TL0332                          SUPERSEDED SURVEY CONTROL
 TL0332
 TL0332.No superseded survey control is available for this station.
 TL0332
 TL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU307523(NAD 83)
 TL0332_MARKER: DB = BENCH MARK DISK
 TL0332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0332_SP_SET: STAINLESS STEEL ROD
 TL0332_STAMPING: F 433 RESET 1979
 TL0332_PROJECTION: RECESSED 8 CENTIMETERS
 TL0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0332_ROD/PIPE-DEPTH: 7.32 meters
 TL0332
 TL0332  HISTORY     - Date     Condition        Report By
 TL0332  HISTORY     - 1979     MONUMENTED       NGS
 TL0332
 TL0332                          STATION DESCRIPTION
 TL0332
 TL0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0332'9.5 MI NORTH FROM CONRAD.
 TL0332'9.5 MILES NORTH ALONG INTERSTATE 15 FROM THE OVERPASS AT EXIT 339
 TL0332'IN CONRAD, AT MILE POST 349, SET AT THE NORTH END OF A CUT, 228
 TL0332'FEET NORTHWEST OF MILE POST 249, 105.5 FEET WEST OF THE CENTERLINE
 TL0332'OF THE SOUTH BOUND LANES OF THE INTERSTATE, AND 2.5 FEET EAST OF A
 TL0332'FENCE.  NOTE=DISK IS 3 INCHES BELOW GROUND, ACCESS IS THROUGH A 4
 TL0332'INCH PLASTIC SCREW PLUG.
 TL0332'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TL0332'THE MARK IS 4 FT ABOVE THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0451 ***********************************************************************
 TL0451  DESIGNATION -  F 434
 TL0451  PID         -  TL0451
 TL0451  STATE/COUNTY-  MT/TOOLE
 TL0451  USGS QUAD   -  GALATA (1970)
 TL0451
 TL0451                         *CURRENT SURVEY CONTROL
 TL0451  ___________________________________________________________________
 TL0451* NAD 83(1986)-  48 27 57.     (N)    111 20 19.     (W)     SCALED    
 TL0451* NAVD 88     -       941.590  (meters)    3089.20   (feet)  ADJUSTED  
 TL0451  ___________________________________________________________________
 TL0451  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 TL0451  DYNAMIC HT  -         941.670 (meters)    3089.46  (feet)  COMP
 TL0451  MODELED GRAV-     980,663.5   (mgal)                       NAVD 88
 TL0451
 TL0451  VERT ORDER  -  FIRST     CLASS II
 TL0451
 TL0451.The horizontal coordinates were scaled from a topographic map and have
 TL0451.an estimated accuracy of +/- 6 seconds.
 TL0451
 TL0451.The orthometric height was determined by differential leveling
 TL0451.and adjusted by the National Geodetic Survey in June 1991..
 TL0451
 TL0451.The geoid height was determined by GEOID03.
 TL0451
 TL0451.The dynamic height is computed by dividing the NAVD 88
 TL0451.geopotential number by the normal gravity value computed on the
 TL0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0451.degrees latitude (g = 980.6199 gals.).
 TL0451
 TL0451.The modeled gravity was interpolated from observed gravity values.
 TL0451
 TL0451;                    North         East    Units  Estimated Accuracy
 TL0451;SPC MT       -   470,070.      464,080.      MT  (+/- 180 meters Scaled)
 TL0451
 TL0451                          SUPERSEDED SURVEY CONTROL
 TL0451
 TL0451.No superseded survey control is available for this station.
 TL0451
 TL0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU749681(NAD 83)
 TL0451_MARKER: DB = BENCH MARK DISK
 TL0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0451_SP_SET: STAINLESS STEEL ROD
 TL0451_STAMPING: F 434 1979
 TL0451_PROJECTION: FLUSH
 TL0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0451_ROD/PIPE-DEPTH: 3.05 meters
 TL0451
 TL0451  HISTORY     - Date     Condition        Report By
 TL0451  HISTORY     - 1979     MONUMENTED       NGS
 TL0451
 TL0451                          STATION DESCRIPTION
 TL0451
 TL0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0451'17.8 MI WEST FROM CHESTER.
 TL0451'17.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0451'IN CHESTER, 0.7 MILE EAST OF A GRAVELED ROAD LEADING NORTH TO
 TL0451'GALATA, 0.05 MILE EAST OF A TRACK ROAD LEADING SOUTH INTO A FIELD,
 TL0451'0.2 MILE WEST OF A CEMETERY ON THE SOUTH SIDE OF THE HIGHWAY, 77.7
 TL0451'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1.2 FEET NORTH OF A
 TL0451'WIRE FENCE.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0451'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1257 ***********************************************************************
 SS1257  DESIGNATION -  F 435
 SS1257  PID         -  SS1257
 SS1257  STATE/COUNTY-  MT/CASCADE
 SS1257  USGS QUAD   -  HARDY (1961)
 SS1257
 SS1257                         *CURRENT SURVEY CONTROL
 SS1257  ___________________________________________________________________
 SS1257* NAD 83(1986)-  47 09 54.     (N)    111 48 59.     (W)     SCALED    
 SS1257* NAVD 88     -      1119.643  (meters)    3673.36   (feet)  ADJUSTED  
 SS1257  ___________________________________________________________________
 SS1257  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 SS1257  DYNAMIC HT  -        1119.503 (meters)    3672.90  (feet)  COMP
 SS1257  MODELED GRAV-     980,449.5   (mgal)                       NAVD 88
 SS1257  OBS GRAVITY -     980,449.2   (mgal)                       GRAV_OBS
 SS1257
 SS1257  VERT ORDER  -  FIRST     CLASS II
 SS1257
 SS1257.The horizontal coordinates were scaled from a topographic map and have
 SS1257.an estimated accuracy of +/- 6 seconds.
 SS1257
 SS1257.The orthometric height was determined by differential leveling
 SS1257.and adjusted by the National Geodetic Survey in June 1991..
 SS1257
 SS1257.The geoid height was determined by GEOID03.
 SS1257
 SS1257.The dynamic height is computed by dividing the NAVD 88
 SS1257.geopotential number by the normal gravity value computed on the
 SS1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1257.degrees latitude (g = 980.6199 gals.).
 SS1257
 SS1257.The modeled gravity was interpolated from observed gravity values.
 SS1257.The observed gravity was obtained from relative gravimeter ties
 SS1257.to the IGSN71 gravity network.
 SS1257
 SS1257;                    North         East    Units  Estimated Accuracy
 SS1257;SPC MT       -   326,510.      424,500.      MT  (+/- 180 meters Scaled)
 SS1257
 SS1257                          SUPERSEDED SURVEY CONTROL
 SS1257
 SS1257.No superseded survey control is available for this station.
 SS1257
 SS1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT381238(NAD 83)
 SS1257_MARKER: DB = BENCH MARK DISK
 SS1257_SETTING: 66 = SET IN ROCK OUTCROP
 SS1257_SP_SET: ROCK OUTCROP
 SS1257_STAMPING: F 435 1979
 SS1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1257+STABILITY: POSITION/ELEVATION WELL
 SS1257
 SS1257  HISTORY     - Date     Condition        Report By
 SS1257  HISTORY     - 1979     MONUMENTED       NGS
 SS1257
 SS1257                          STATION DESCRIPTION
 SS1257
 SS1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1257'10.0 MI SW FROM CASCADE.
 SS1257'4.1 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SS1257'STATION IN CASCADE TO BENCH MARK M 328, THENCE 5.9 MILES SOUTHWEST
 SS1257'ALONG INTERSTATE HIGHWAY 15 TO THE FIRST ROCK CUT SOUTH OF THE
 SS1257'BRIDGE ACROSS THE MISSOURI RIVER, ALSO, 10.9 MILES NORTHEAST ALONG
 SS1257'INTERSTATE HIGHWAY 15 FROM EXIT 234 IN CRAIG, 132.2 FEET NORTH OF THE
 SS1257'WEST LEG OF A HIGHWAY INFORMATION SIGN READING SCENIC VIEW-RIGHT LANE,
 SS1257'AND 38.8 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 SS1257'HIGHWAY.
 SS1257'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 SS1257'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0790 ***********************************************************************
 RX0790  DESIGNATION -  F 436
 RX0790  PID         -  RX0790
 RX0790  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0790  USGS QUAD   -  SHEEP CREEK (1979)
 RX0790
 RX0790                         *CURRENT SURVEY CONTROL
 RX0790  ___________________________________________________________________
 RX0790* NAD 83(1986)-  46 59 06.     (N)    112 04 31.     (W)     SCALED    
 RX0790* NAVD 88     -      1102.319  (meters)    3616.52   (feet)  ADJUSTED  
 RX0790  ___________________________________________________________________
 RX0790  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0790  DYNAMIC HT  -        1102.141 (meters)    3615.94  (feet)  COMP
 RX0790  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 RX0790
 RX0790  VERT ORDER  -  FIRST     CLASS II
 RX0790
 RX0790.The horizontal coordinates were scaled from a topographic map and have
 RX0790.an estimated accuracy of +/- 6 seconds.
 RX0790
 RX0790.The orthometric height was determined by differential leveling
 RX0790.and adjusted by the National Geodetic Survey in June 1991..
 RX0790
 RX0790.The geoid height was determined by GEOID03.
 RX0790
 RX0790.The dynamic height is computed by dividing the NAVD 88
 RX0790.geopotential number by the normal gravity value computed on the
 RX0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0790.degrees latitude (g = 980.6199 gals.).
 RX0790
 RX0790.The modeled gravity was interpolated from observed gravity values.
 RX0790
 RX0790;                    North         East    Units  Estimated Accuracy
 RX0790;SPC MT       -   307,130.      404,230.      MT  (+/- 180 meters Scaled)
 RX0790
 RX0790                          SUPERSEDED SURVEY CONTROL
 RX0790
 RX0790.No superseded survey control is available for this station.
 RX0790
 RX0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT182040(NAD 83)
 RX0790_MARKER: DB = BENCH MARK DISK
 RX0790_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0790_SP_SET: STAINLESS STEEL ROD
 RX0790_STAMPING: F 436 1979
 RX0790_PROJECTION: FLUSH
 RX0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0790_ROD/PIPE-DEPTH: 6.10 meters
 RX0790
 RX0790  HISTORY     - Date     Condition        Report By
 RX0790  HISTORY     - 1979     MONUMENTED       NGS
 RX0790
 RX0790                          STATION DESCRIPTION
 RX0790
 RX0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0790'1.9 MI SOUTH FROM WOLF CREEK.
 RX0790'1.9 MILES SOUTH ALONG OLD U.S. HIGHWAY 91 FROM THE BRIDGE ACROSS
 RX0790'LITTLE PRICKLY PEAR CREEK IN WOLF CREEK, 55.6 FEET NORTHWEST OF THE
 RX0790'CENTERLINE OF THE HIGHWAY, 35.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 RX0790'OF THE RAILROAD TRACKS, AND 4.3 FEET SOUTHWEST OF A TELEPHONE POLE.
 RX0790'NOTE=DISK IS 5 INCHES BELOW GROUND, ACCESS IS THROUGH A 4 INCH
 RX0790'PLASTIC SCREW PLUG.
 RX0790'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 RX0790'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0816 ***********************************************************************
 RX0816  DESIGNATION -  F 437
 RX0816  PID         -  RX0816
 RX0816  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0816  USGS QUAD   -  HELENA (1985)
 RX0816
 RX0816                         *CURRENT SURVEY CONTROL
 RX0816  ___________________________________________________________________
 RX0816* NAD 83(1986)-  46 36 58.     (N)    112 02 57.     (W)     SCALED    
 RX0816* NAVD 88     -      1178.654  (meters)    3866.97   (feet)  ADJUSTED  
 RX0816  ___________________________________________________________________
 RX0816  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0816  DYNAMIC HT  -        1178.417 (meters)    3866.19  (feet)  COMP
 RX0816  MODELED GRAV-     980,372.5   (mgal)                       NAVD 88
 RX0816
 RX0816  VERT ORDER  -  FIRST     CLASS II
 RX0816
 RX0816.The horizontal coordinates were scaled from a topographic map and have
 RX0816.an estimated accuracy of +/- 6 seconds.
 RX0816
 RX0816.The orthometric height was determined by differential leveling
 RX0816.and adjusted by the National Geodetic Survey in June 1991..
 RX0816
 RX0816.The geoid height was determined by GEOID03.
 RX0816
 RX0816.The dynamic height is computed by dividing the NAVD 88
 RX0816.geopotential number by the normal gravity value computed on the
 RX0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0816.degrees latitude (g = 980.6199 gals.).
 RX0816
 RX0816.The modeled gravity was interpolated from observed gravity values.
 RX0816
 RX0816;                    North         East    Units  Estimated Accuracy
 RX0816;SPC MT       -   266,100.      404,890.      MT  (+/- 180 meters Scaled)
 RX0816
 RX0816                          SUPERSEDED SURVEY CONTROL
 RX0816
 RX0816.No superseded survey control is available for this station.
 RX0816
 RX0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS196630(NAD 83)
 RX0816_MARKER: DB = BENCH MARK DISK
 RX0816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0816_SP_SET: STAINLESS STEEL ROD
 RX0816_STAMPING: F 437 1979
 RX0816_PROJECTION: FLUSH
 RX0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0816_ROD/PIPE-DEPTH: 4.57 meters
 RX0816
 RX0816  HISTORY     - Date     Condition        Report By
 RX0816  HISTORY     - 1979     MONUMENTED       NGS
 RX0816
 RX0816                          STATION DESCRIPTION
 RX0816
 RX0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0816'1.3 MI NW FROM HELENA.
 RX0816'0.6 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0816'CROSSING OF BENTON AVENUE IN HELENA, TO C 468, THENCE 0.5
 RX0816'MILE NORTH ON HENDERSON STREET TO A T-ROAD, AND THENCE 0.25 MILE
 RX0816'EAST ON CUSTER AVENUE AND MITCHELL STREET, 80 FEET SOUTH-SOUTHEAST
 RX0816'OF AND ACROSS THE ROAD FROM THE CENTER OF A GRAVEL ROAD LEADING
 RX0816'NORTH, 50.3 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 11.4 FEET
 RX0816'EAST OF A GUY LINE POLE, AND 1.3 FEET NORTH OF A FENCE.  NOTE=REFUSAL
 RX0816'WAS REACHED AT 15 FEET.  ACCESS TO THE DISK IS THROUGH A 4 INCH
 RX0816'SCREW PLUG.
 RX0816'THE MARK IS 1.4 FT  E FROM A WITNESS POST.
 RX0816'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0447 ***********************************************************************
 TJ0447  DESIGNATION -  F 438
 TJ0447  PID         -  TJ0447
 TJ0447  STATE/COUNTY-  MT/PHILLIPS
 TJ0447  USGS QUAD   -  MORGAN (1984)
 TJ0447
 TJ0447                         *CURRENT SURVEY CONTROL
 TJ0447  ___________________________________________________________________
 TJ0447* NAD 83(1986)-  48 53 55.     (N)    107 49 00.     (W)     SCALED    
 TJ0447* NAVD 88     -       746.975  (meters)    2450.70   (feet)  ADJUSTED  
 TJ0447  ___________________________________________________________________
 TJ0447  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TJ0447  DYNAMIC HT  -         747.091 (meters)    2451.08  (feet)  COMP
 TJ0447  MODELED GRAV-     980,741.0   (mgal)                       NAVD 88
 TJ0447
 TJ0447  VERT ORDER  -  FIRST     CLASS II
 TJ0447
 TJ0447.The horizontal coordinates were scaled from a topographic map and have
 TJ0447.an estimated accuracy of +/- 6 seconds.
 TJ0447
 TJ0447.The orthometric height was determined by differential leveling
 TJ0447.and adjusted by the National Geodetic Survey in June 1991..
 TJ0447
 TJ0447.The geoid height was determined by GEOID03.
 TJ0447
 TJ0447.The dynamic height is computed by dividing the NAVD 88
 TJ0447.geopotential number by the normal gravity value computed on the
 TJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0447.degrees latitude (g = 980.6199 gals.).
 TJ0447
 TJ0447.The modeled gravity was interpolated from observed gravity values.
 TJ0447
 TJ0447;                    North         East    Units  Estimated Accuracy
 TJ0447;SPC MT       -   517,920.      723,410.      MT  (+/- 180 meters Scaled)
 TJ0447
 TJ0447                          SUPERSEDED SURVEY CONTROL
 TJ0447
 TJ0447.No superseded survey control is available for this station.
 TJ0447
 TJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ935200(NAD 83)
 TJ0447_MARKER: DB = BENCH MARK DISK
 TJ0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0447_SP_SET: STAINLESS STEEL ROD
 TJ0447_STAMPING: F 438 1979
 TJ0447_PROJECTION: FLUSH
 TJ0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0447_ROD/PIPE-DEPTH: 5.49 meters
 TJ0447
 TJ0447  HISTORY     - Date     Condition        Report By
 TJ0447  HISTORY     - 1979     MONUMENTED       NGS
 TJ0447
 TJ0447                          STATION DESCRIPTION
 TJ0447
 TJ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0447'7.0 MI SOUTH FROM PORT OF MORGAN.
 TJ0447'7.0 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE U.S.-CANADIAN BORDER
 TJ0447'IN PORT OF MORGAN, 0.1 MILE NORTH OF A BRIDGE OVER WHITEWATER CREEK,
 TJ0447'98 FEET WEST OF AND ACROSS THE ROAD FROM MILE MARKER 46, 70 FEET WEST
 TJ0447'OF THE CENTER OF THE ROAD, AND 1 FOOT EAST OF A FENCE.
 TJ0447'NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0447'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 TJ0447'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0424 ***********************************************************************
 TJ0424  DESIGNATION -  F 439
 TJ0424  PID         -  TJ0424
 TJ0424  STATE/COUNTY-  MT/PHILLIPS
 TJ0424  USGS QUAD   -  AUSTIN COULEE (1984)
 TJ0424
 TJ0424                         *CURRENT SURVEY CONTROL
 TJ0424  ___________________________________________________________________
 TJ0424* NAD 83(1986)-  48 40 09.     (N)    107 45 47.     (W)     SCALED    
 TJ0424* NAVD 88     -       822.762  (meters)    2699.34   (feet)  ADJUSTED  
 TJ0424  ___________________________________________________________________
 TJ0424  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0424  DYNAMIC HT  -         822.863 (meters)    2699.68  (feet)  COMP
 TJ0424  MODELED GRAV-     980,704.6   (mgal)                       NAVD 88
 TJ0424
 TJ0424  VERT ORDER  -  FIRST     CLASS II
 TJ0424
 TJ0424.The horizontal coordinates were scaled from a topographic map and have
 TJ0424.an estimated accuracy of +/- 6 seconds.
 TJ0424
 TJ0424.The orthometric height was determined by differential leveling
 TJ0424.and adjusted by the National Geodetic Survey in June 1991..
 TJ0424
 TJ0424.The geoid height was determined by GEOID03.
 TJ0424
 TJ0424.The dynamic height is computed by dividing the NAVD 88
 TJ0424.geopotential number by the normal gravity value computed on the
 TJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0424.degrees latitude (g = 980.6199 gals.).
 TJ0424
 TJ0424.The modeled gravity was interpolated from observed gravity values.
 TJ0424
 TJ0424;                    North         East    Units  Estimated Accuracy
 TJ0424;SPC MT       -   492,500.      727,900.      MT  (+/- 180 meters Scaled)
 TJ0424
 TJ0424                          SUPERSEDED SURVEY CONTROL
 TJ0424
 TJ0424.No superseded survey control is available for this station.
 TJ0424
 TJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP965943(NAD 83)
 TJ0424_MARKER: DB = BENCH MARK DISK
 TJ0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0424_SP_SET: STAINLESS STEEL ROD
 TJ0424_STAMPING: F 439 1979
 TJ0424_PROJECTION: FLUSH
 TJ0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0424_ROD/PIPE-DEPTH: 5.18 meters
 TJ0424
 TJ0424  HISTORY     - Date     Condition        Report By
 TJ0424  HISTORY     - 1979     MONUMENTED       NGS
 TJ0424
 TJ0424                          STATION DESCRIPTION
 TJ0424
 TJ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0424'12.5 MI SE FROM LORING.
 TJ0424'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 242 FROM THE POST OFFICE IN
 TJ0424'LORING, 2 MILES NORTH OF A GRAVEL ROAD LEADING NORTHEAST TO
 TJ0424'WHITEWATER, 80 FEET EAST OF THE CENTER OF THE HIGHWAY,
 TJ0424'60 FEET EAST OF MILE POST 25, AND 2 FEET WEST OF A FENCE.
 TJ0424'NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0424'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TJ0424'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0175 ***********************************************************************
 QW0175  DESIGNATION -  F 44
 QW0175  PID         -  QW0175
 QW0175  STATE/COUNTY-  MT/YELLOWSTONE
 QW0175  USGS QUAD   -  ACTON (1956)
 QW0175
 QW0175                         *CURRENT SURVEY CONTROL
 QW0175  ___________________________________________________________________
 QW0175* NAD 83(1986)-  45 55 19.     (N)    108 40 12.     (W)     SCALED    
 QW0175* NAVD 88     -      1153.641  (meters)    3784.90   (feet)  POSTED    
 QW0175  ___________________________________________________________________
 QW0175  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 QW0175  DYNAMIC HT  -        1153.400 (meters)    3784.11  (feet)  COMP
 QW0175  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 QW0175
 QW0175  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0175
 QW0175.The horizontal coordinates were scaled from a topographic map and have
 QW0175.an estimated accuracy of +/- 6 seconds.
 QW0175
 QW0175.The orthometric height was determined by differential leveling
 QW0175.and adjusted by the National Geodetic Survey in 1992..
 QW0175.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0175.rate of 1.1 thru 2.0 mm/km.
 QW0175
 QW0175.The geoid height was determined by GEOID03.
 QW0175
 QW0175.The dynamic height is computed by dividing the NAVD 88
 QW0175.geopotential number by the normal gravity value computed on the
 QW0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0175.degrees latitude (g = 980.6199 gals.).
 QW0175
 QW0175.The modeled gravity was interpolated from observed gravity values.
 QW0175
 QW0175;                    North         East    Units  Estimated Accuracy
 QW0175;SPC MT       -   186,150.      664,360.      MT  (+/- 180 meters Scaled)
 QW0175
 QW0175                          SUPERSEDED SURVEY CONTROL
 QW0175
 QW0175  NGVD 29 (??/??/92) 1152.826  (m)         3782.23   (f) ADJ UNCH    1 2
 QW0175
 QW0175.Superseded values are not recommended for survey control.
 QW0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0175.See file dsdata.txt to determine how the superseded data were derived.
 QW0175
 QW0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR806880(NAD 83)
 QW0175_MARKER: DB = BENCH MARK DISK
 QW0175_SETTING: 66 = SET IN ROCK OUTCROP
 QW0175_SP_SET: LEDGE ROCK
 QW0175_STAMPING: F 44 1931
 QW0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0175+STABILITY: POSITION/ELEVATION WELL
 QW0175
 QW0175  HISTORY     - Date     Condition        Report By
 QW0175  HISTORY     - 1931     MONUMENTED       CGS
 QW0175  HISTORY     - 1962     MARK NOT FOUND   NGS
 QW0175
 QW0175                          STATION DESCRIPTION
 QW0175
 QW0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QW0175'1.0 MI S FROM ACTON.
 QW0175'ABOUT 1 MI. S OF THE VILLAGE OF ACTON AT THE S END OF A DEEP CUT THAT
 QW0175'BEGINS AT ACTON, ON THE W SIDE OF THE R.O.W. OF THE GREAT NORTHERN
 QW0175'RY., 0.45 MI. S OF MILE POST NO. 21.  THE MARK IS ON THE INSIDE OF A
 QW0175'CURVE, 5.58 M. W OF W RAIL, 23.93 M. E OF FENCE LINE AND 1 M. BELOW
 QW0175'BASE OF RAIL.  THE MARK CONSISTS OF A STANDARD DISC SET FLUSH WITH THE
 QW0175'TOP OF A HORIZONTAL STRATA OF BROWN SANDSTONE THAT UNDER-LIES THE
 QW0175'GUMBO SOIL, WHERE THE RAILROAD ENDS THE CUT AND BEGINS A LONG FILL.
 QW0175
 QW0175                          STATION RECOVERY (1962)
 QW0175
 QW0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QW0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0830 ***********************************************************************
 RX0830  DESIGNATION -  F 440
 RX0830  PID         -  RX0830
 RX0830  STATE/COUNTY-  MT/JEFFERSON
 RX0830  USGS QUAD   -  WICKES (1996)
 RX0830
 RX0830                         *CURRENT SURVEY CONTROL
 RX0830  ___________________________________________________________________
 RX0830* NAD 83(1986)-  46 17 30.     (N)    112 05 16.     (W)     SCALED    
 RX0830* NAVD 88     -      1525.891  (meters)    5006.19   (feet)  ADJUSTED  
 RX0830  ___________________________________________________________________
 RX0830  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 RX0830  DYNAMIC HT  -        1525.379 (meters)    5004.51  (feet)  COMP
 RX0830  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 RX0830
 RX0830  VERT ORDER  -  FIRST     CLASS II
 RX0830
 RX0830.The horizontal coordinates were scaled from a topographic map and have
 RX0830.an estimated accuracy of +/- 6 seconds.
 RX0830
 RX0830.The orthometric height was determined by differential leveling
 RX0830.and adjusted by the National Geodetic Survey in June 1991..
 RX0830
 RX0830.The geoid height was determined by GEOID03.
 RX0830
 RX0830.The dynamic height is computed by dividing the NAVD 88
 RX0830.geopotential number by the normal gravity value computed on the
 RX0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0830.degrees latitude (g = 980.6199 gals.).
 RX0830
 RX0830.The modeled gravity was interpolated from observed gravity values.
 RX0830
 RX0830;                    North         East    Units  Estimated Accuracy
 RX0830;SPC MT       -   230,170.      400,740.      MT  (+/- 180 meters Scaled)
 RX0830
 RX0830                          SUPERSEDED SURVEY CONTROL
 RX0830
 RX0830.No superseded survey control is available for this station.
 RX0830
 RX0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS162270(NAD 83)
 RX0830_MARKER: DB = BENCH MARK DISK
 RX0830_SETTING: 66 = SET IN ROCK OUTCROP
 RX0830_SP_SET: ROCK OUTCROP
 RX0830_STAMPING: F 440 1979
 RX0830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0830+STABILITY: POSITION/ELEVATION WELL
 RX0830
 RX0830  HISTORY     - Date     Condition        Report By
 RX0830  HISTORY     - 1979     MONUMENTED       NGS
 RX0830
 RX0830                          STATION DESCRIPTION
 RX0830
 RX0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0830'3.0 MI NE FROM BOULDER.
 RX0830'3.0 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 164 OVERPASS
 RX0830'IN BOULDER, 71.5 FEET NORTHEAST OF A 4X4 INCH BY 2 FOOT HIGH CONCRETE
 RX0830'STATE HIGHWAY STATION MARK NUMBER 290, 58.6 FEET WEST OF THE
 RX0830'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 57.7 FEET SOUTH
 RX0830'OF THE WEST SUPPORT LEG OF AN INFORMATION SIGN, AND 53.3 FEET EAST OF
 RX0830'A FENCE.
 RX0830'THE MARK IS 3.4 FT  S FROM A WITNESS POST.
 RX0830'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0383 ***********************************************************************
 TK0383  DESIGNATION -  F 441
 TK0383  PID         -  TK0383
 TK0383  STATE/COUNTY-  MT/PHILLIPS
 TK0383  USGS QUAD   -  DODSON (1964)
 TK0383
 TK0383                         *CURRENT SURVEY CONTROL
 TK0383  ___________________________________________________________________
 TK0383* NAD 83(1986)-  48 22 49.     (N)    108 09 34.     (W)     SCALED    
 TK0383* NAVD 88     -       700.420  (meters)    2297.96   (feet)  ADJUSTED  
 TK0383  ___________________________________________________________________
 TK0383  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 TK0383  DYNAMIC HT  -         700.494 (meters)    2298.20  (feet)  COMP
 TK0383  MODELED GRAV-     980,693.6   (mgal)                       NAVD 88
 TK0383  OBS GRAVITY -     980,694.6   (mgal)                       GRAV_OBS
 TK0383
 TK0383  VERT ORDER  -  FIRST     CLASS II
 TK0383
 TK0383.The horizontal coordinates were scaled from a topographic map and have
 TK0383.an estimated accuracy of +/- 6 seconds.
 TK0383
 TK0383.The orthometric height was determined by differential leveling
 TK0383.and adjusted by the National Geodetic Survey in June 1991..
 TK0383
 TK0383.The geoid height was determined by GEOID03.
 TK0383
 TK0383.The dynamic height is computed by dividing the NAVD 88
 TK0383.geopotential number by the normal gravity value computed on the
 TK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0383.degrees latitude (g = 980.6199 gals.).
 TK0383
 TK0383.The modeled gravity was interpolated from observed gravity values.
 TK0383.The observed gravity was obtained from relative gravimeter ties
 TK0383.to the IGSN71 gravity network.
 TK0383
 TK0383;                    North         East    Units  Estimated Accuracy
 TK0383;SPC MT       -   459,810.      699,270.      MT  (+/- 180 meters Scaled)
 TK0383
 TK0383                          SUPERSEDED SURVEY CONTROL
 TK0383
 TK0383.No superseded survey control is available for this station.
 TK0383
 TK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU103624(NAD 83)
 TK0383_MARKER: DB = BENCH MARK DISK
 TK0383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TK0383_SP_SET: PIER
 TK0383_STAMPING: F 441 1979
 TK0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0383+STABILITY: POSITION/ELEVATION WELL
 TK0383
 TK0383  HISTORY     - Date     Condition        Report By
 TK0383  HISTORY     - 1979     MONUMENTED       NGS
 TK0383
 TK0383                          STATION DESCRIPTION
 TK0383
 TK0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0383'4.1 MI EAST FROM DODSON.
 TK0383'4.1 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0383'STATION IN DODSON, 3.9 MILES WEST ALONG A DIRT ROAD FROM THE MAIN
 TK0383'ROAD CROSSING IN WAGNER, AT THE U.S. HIGHWAY 2 OVERPASS, SET
 TK0383'VERTICALLY IN THE WEST FACE OF THE FIRST CONCRETE PIER SOUTH OF THE
 TK0383'RAILROAD TRACK, 20 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK.
 TK0383'NOTE=THIS IS A QUALITY A MARK.
 TK0383'THE MARK IS 3 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0447 ***********************************************************************
 TN0447  DESIGNATION -  F 442
 TN0447  PID         -  TN0447
 TN0447  STATE/COUNTY-  MT/FLATHEAD
 TN0447  USGS QUAD   -  LION MOUNTAIN (1994)
 TN0447
 TN0447                         *CURRENT SURVEY CONTROL
 TN0447  ___________________________________________________________________
 TN0447* NAD 83(1986)-  48 07 02.     (N)    114 15 20.     (W)     SCALED    
 TN0447* NAVD 88     -       887.683  (meters)    2912.34   (feet)  ADJUSTED  
 TN0447  ___________________________________________________________________
 TN0447  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TN0447  DYNAMIC HT  -         887.674 (meters)    2912.31  (feet)  COMP
 TN0447  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 TN0447
 TN0447  VERT ORDER  -  FIRST     CLASS II
 TN0447
 TN0447.The horizontal coordinates were scaled from a topographic map and have
 TN0447.an estimated accuracy of +/- 6 seconds.
 TN0447
 TN0447.The orthometric height was determined by differential leveling
 TN0447.and adjusted by the National Geodetic Survey in June 1991..
 TN0447
 TN0447.The geoid height was determined by GEOID03.
 TN0447
 TN0447.The dynamic height is computed by dividing the NAVD 88
 TN0447.geopotential number by the normal gravity value computed on the
 TN0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0447.degrees latitude (g = 980.6199 gals.).
 TN0447
 TN0447.The modeled gravity was interpolated from observed gravity values.
 TN0447
 TN0447;                    North         East    Units  Estimated Accuracy
 TN0447;SPC MT       -   440,470.      246,290.      MT  (+/- 180 meters Scaled)
 TN0447
 TN0447                          SUPERSEDED SURVEY CONTROL
 TN0447
 TN0447.No superseded survey control is available for this station.
 TN0447
 TN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP042329(NAD 83)
 TN0447_MARKER: DB = BENCH MARK DISK
 TN0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0447_SP_SET: STAINLESS STEEL ROD
 TN0447_STAMPING: F 442 1979
 TN0447_PROJECTION: FLUSH
 TN0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0447_ROD/PIPE-DEPTH: 5.79 meters
 TN0447
 TN0447  HISTORY     - Date     Condition        Report By
 TN0447  HISTORY     - 1979     MONUMENTED       NGS
 TN0447
 TN0447                          STATION DESCRIPTION
 TN0447
 TN0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0447'3.2 MI NW FROM SOMERS.
 TN0447'3.2 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 TN0447'SOMERS ROAD IN SOMERS, SET ON THE SOUTH CORNER OF THE INTERSECTION OF
 TN0447'U. S. HIGHWAY 93 AND A ROAD LEADING SOUTH AT HIGHWAY MILE MARKER 106,
 TN0447'80 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET SOUTH OF
 TN0447'THE EXTENDED CENTERLINE OF A PAVED STREET FOR FOREST HILL VILLAGE
 TN0447'TRAILER PARK, 42 FEET EAST OF THE CENTERLINE OF THE ROAD, 21 FEET WEST
 TN0447'OF A NORTHEAST FENCE CORNER POST, 18.5 FEET EAST OF A NORTHWEST FENCE
 TN0447'CORNER POST AND 1.5 FEET NORTH OF THE FENCE.
 TN0447'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TN0447'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1094 ***********************************************************************
 SU1094  DESIGNATION -  F 443 RESET
 SU1094  PID         -  SU1094
 SU1094  STATE/COUNTY-  MT/LAKE
 SU1094  USGS QUAD   -  WILD HORSE ISLAND (1964)
 SU1094
 SU1094                         *CURRENT SURVEY CONTROL
 SU1094  ___________________________________________________________________
 SU1094* NAD 83(1986)-  47 52 27.     (N)    114 13 57.     (W)     SCALED    
 SU1094* NAVD 88     -       910.07   (meters)    2985.8    (feet)  RESET     
 SU1094  ___________________________________________________________________
 SU1094  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 SU1094
 SU1094  VERT ORDER  -  THIRD
 SU1094
 SU1094.The horizontal coordinates were scaled from a topographic map and have
 SU1094.an estimated accuracy of +/- 6 seconds.
 SU1094
 SU1094.The orthometric height was computed from unverified reset data.
 SU1094.No vertical observational check was made to the station.
 SU1094
 SU1094.The geoid height was determined by GEOID03.
 SU1094
 SU1094;                    North         East    Units  Estimated Accuracy
 SU1094;SPC MT       -   413,400.      246,370.      MT  (+/- 180 meters Scaled)
 SU1094
 SU1094                          SUPERSEDED SURVEY CONTROL
 SU1094
 SU1094.No superseded survey control is available for this station.
 SU1094
 SU1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP069060(NAD 83)
 SU1094_MARKER: DS = TRIANGULATION STATION DISK
 SU1094_SETTING: 66 = SET IN ROCK OUTCROP
 SU1094_SP_SET: ROCK OUTCROP
 SU1094_STAMPING: F 443 RESET 1988
 SU1094_MARK LOGO: NGS   
 SU1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 SU1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1094+STABILITY: POSITION/ELEVATION WELL
 SU1094
 SU1094  HISTORY     - Date     Condition        Report By
 SU1094  HISTORY     - 1988     MONUMENTED       NGS
 SU1094
 SU1094                          STATION DESCRIPTION
 SU1094
 SU1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 SU1094'STATION IS TO BE USED AS A STATE GPS STATION, LOCATED 3.84 KM (2.40
 SU1094'MI) NORTHEAST OF DAYTON, 4.32 KM (2.70 MI) SOUTH OF ROLLINS, 0.08 KM
 SU1094'(0.05 MI) EAST OF MILE POST 85 AND AT A DRIVEWAY LEADING SOUTHEAST.
 SU1094'TO REACH FROM THE POST OFFICE IN DAYTON, GO NORTHEAST ON US HIGHWAY
 SU1094'93 FOR 3.84 KM (2.40 MI) TO THE STATION ON LEFT IN A MASSIVE OUTCROP
 SU1094'OF BEDROCK, 32.9 M (107.9 FT) SOUTH OF THE CENTER OF THE HIGHWAY,
 SU1094'35.0 M (114.8 FT) SOUTHWEST OF THE DRIVEWAY ENTRANCE AND 9.1 M (29.9
 SU1094'FT) NORTH OF A 16-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0702 ***********************************************************************
 SU0702  DESIGNATION -  F 444
 SU0702  PID         -  SU0702
 SU0702  STATE/COUNTY-  MT/LAKE
 SU0702  USGS QUAD   -  POLSON (1964)
 SU0702
 SU0702                         *CURRENT SURVEY CONTROL
 SU0702  ___________________________________________________________________
 SU0702* NAD 83(1986)-  47 41 20.     (N)    114 07 36.     (W)     SCALED    
 SU0702* NAVD 88     -       925.049  (meters)    3034.93   (feet)  ADJUSTED  
 SU0702  ___________________________________________________________________
 SU0702  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 SU0702  DYNAMIC HT  -         925.005 (meters)    3034.79  (feet)  COMP
 SU0702  MODELED GRAV-     980,533.2   (mgal)                       NAVD 88
 SU0702
 SU0702  VERT ORDER  -  FIRST     CLASS II
 SU0702
 SU0702.The horizontal coordinates were scaled from a topographic map and have
 SU0702.an estimated accuracy of +/- 6 seconds.
 SU0702
 SU0702.The orthometric height was determined by differential leveling
 SU0702.and adjusted by the National Geodetic Survey in June 1991..
 SU0702
 SU0702.The geoid height was determined by GEOID03.
 SU0702
 SU0702.The dynamic height is computed by dividing the NAVD 88
 SU0702.geopotential number by the normal gravity value computed on the
 SU0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0702.degrees latitude (g = 980.6199 gals.).
 SU0702
 SU0702.The modeled gravity was interpolated from observed gravity values.
 SU0702
 SU0702;                    North         East    Units  Estimated Accuracy
 SU0702;SPC MT       -   392,370.      253,050.      MT  (+/- 180 meters Scaled)
 SU0702
 SU0702                          SUPERSEDED SURVEY CONTROL
 SU0702
 SU0702.No superseded survey control is available for this station.
 SU0702
 SU0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN156857(NAD 83)
 SU0702_MARKER: DB = BENCH MARK DISK
 SU0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0702_SP_SET: STAINLESS STEEL ROD
 SU0702_STAMPING: F 444 1979
 SU0702_MARK LOGO: NGS   
 SU0702_PROJECTION: RECESSED 1 CENTIMETERS
 SU0702_MAGNETIC: I = MARKER IS A STEEL ROD
 SU0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SU0702+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 SU0702_ROD/PIPE-DEPTH: 5.79 meters
 SU0702
 SU0702  HISTORY     - Date     Condition        Report By
 SU0702  HISTORY     - 1979     MONUMENTED       NGS
 SU0702  HISTORY     - 20020423 GOOD             NGS
 SU0702  HISTORY     - 20050522 MARK NOT FOUND   MTDOT
 SU0702
 SU0702                          STATION DESCRIPTION
 SU0702
 SU0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0702'IN POLSON.
 SU0702'SET ON THE SOUTHEAST CORNER OF THE T-JUNCTION OF U. S. HIGHWAY 93 AND
 SU0702'STATE HIGHWAY 35 IN POLSON, IN THE SOUTHWEST END OF THE DECORATIVE
 SU0702'PLANTER IN FRONT OF THE INGRAM REALTY BUILDING (OLD SERVICE STATION),
 SU0702'83 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 35, 70 FEET NORTHWEST OF
 SU0702'THE WEST CORNER OF THE BUILDING, 69 FEET WEST-SOUTHWEST OF A UTILITY
 SU0702'POLE, 65 FEET EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 93, 64 FEET
 SU0702'SOUTHWEST OF THE NORTHEAST END OF THE PLANTER AND 25 FEET NORTHEAST
 SU0702'OF THE SOUTHWEST END OF THE PLANTER.
 SU0702'THE MARK IS 2 FT BELOW HIGHWAY CENTERLINE.
 SU0702
 SU0702                          STATION RECOVERY (2002)
 SU0702
 SU0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 SU0702'IN POLSON, AT THE JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY 35, IN
 SU0702'AND NEAR THE
 SU0702'SOUTHWEST END OF A PLANTER, 27.8 M SOUTH OF THE CENTERLINE OF STATE
 SU0702'HIGHWAY 35, 21.9 M
 SU0702'NORTHWEST OF THE WEST CORNER OF TRADEWINDS (INGRAHM) REALITY, 19.8 M
 SU0702'EAST OF THE
 SU0702'CENTER OF U.S. HIGHWAY 93, 7.6 M NORTHEAST OF THE SOUTHWEST END OF THE
 SU0702'PLANTER, 5.3 M
 SU0702'SOUTHEAST OF AN UTILITY CONTROL BOX, 4.7 M NORTH OF  0.6 M BELOW THE
 SU0702'LEVEL OF U.S.
 SU0702'HIGHWAY 93, AND 0.2 M SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 SU0702'DISK POINT IS THROUGH
 SU0702'A PVC SCREW CAP.  THE MARK IS ON PROPERTY OWNED BY TRADE WINDS
 SU0702'REALITY, JUNCTION OF
 SU0702'HIGHWAYS 93 AND 95, POLSON, MT 59802.
 SU0702' 
 SU0702'
 SU0702
 SU0702                          STATION RECOVERY (2005)
 SU0702
 SU0702'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2005 (DMR)
 SU0702'CONSTRUCTION SURVEY CREW REPORTS MONUMENT DESTROYED BY HIGHWAY
 SU0702'CONSTRUCTION. REMAINS OF MONUMENT NOT RECOVERED. MONUMENT HAD BEEN
 SU0702'TIED AS PART OF THE CONTROL NETWORK AND HAD XYZ POSITION. POSITION IS
 SU0702'NOW IN AREA OF NEW ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0733 ***********************************************************************
 SU0733  DESIGNATION -  F 445
 SU0733  PID         -  SU0733
 SU0733  STATE/COUNTY-  MT/LAKE
 SU0733  USGS QUAD   -  CHARLO (1965)
 SU0733
 SU0733                         *CURRENT SURVEY CONTROL
 SU0733  ___________________________________________________________________
 SU0733* NAD 83(1986)-  47 23 05.     (N)    114 13 29.     (W)     SCALED    
 SU0733* NAVD 88     -       836.760  (meters)    2745.27   (feet)  ADJUSTED  
 SU0733  ___________________________________________________________________
 SU0733  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 SU0733  DYNAMIC HT  -         836.709 (meters)    2745.10  (feet)  COMP
 SU0733  MODELED GRAV-     980,524.8   (mgal)                       NAVD 88
 SU0733
 SU0733  VERT ORDER  -  FIRST     CLASS II
 SU0733
 SU0733.The horizontal coordinates were scaled from a topographic map and have
 SU0733.an estimated accuracy of +/- 6 seconds.
 SU0733
 SU0733.The orthometric height was determined by differential leveling
 SU0733.and adjusted by the National Geodetic Survey in June 1991..
 SU0733
 SU0733.The geoid height was determined by GEOID03.
 SU0733
 SU0733.The dynamic height is computed by dividing the NAVD 88
 SU0733.geopotential number by the normal gravity value computed on the
 SU0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0733.degrees latitude (g = 980.6199 gals.).
 SU0733
 SU0733.The modeled gravity was interpolated from observed gravity values.
 SU0733
 SU0733;                    North         East    Units  Estimated Accuracy
 SU0733;SPC MT       -   359,070.      243,670.      MT  (+/- 180 meters Scaled)
 SU0733
 SU0733                          SUPERSEDED SURVEY CONTROL
 SU0733
 SU0733.No superseded survey control is available for this station.
 SU0733
 SU0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN094516(NAD 83)
 SU0733_MARKER: DB = BENCH MARK DISK
 SU0733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0733_SP_SET: STAINLESS STEEL ROD
 SU0733_STAMPING: F 445 1979
 SU0733_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0733_ROD/PIPE-DEPTH: 7.01 meters
 SU0733
 SU0733  HISTORY     - Date     Condition        Report By
 SU0733  HISTORY     - 1979     MONUMENTED       NGS
 SU0733
 SU0733                          STATION DESCRIPTION
 SU0733
 SU0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0733'5.8 MILES SW FROM CHARLO.
 SU0733'5.8 MILES SOUTHWEST ALONG STATE ROUTE 212 FROM THE POST OFFICE IN
 SU0733'CHARLO. SET ON THE SOUTHWEST CORNER OF THE JUNCTION OF THE STATE
 SU0733'ROUTE AND A GRAVELLED ROAD.  182.5 FEET WEST OF THE CENTERLINE OF
 SU0733'THE GRAVELLED ROAD, 95 FEET WEST OF THE WEST EDGE OF A 24-INCH
 SU0733'CORRUGATED STEEL CULVERT, 70 FEET EAST OF THE CENTERLINE OF A FIELD
 SU0733'ROAD LEADING SOUTHWEST, 40.5 FEET SOUTH OF THE CENTERLINE OF THE
 SU0733'STATE ROUTE, 10 FEET NORTH OF POWER POLE NO. 269901, 1 FOOT NORTH
 SU0733'OF A FENCE.
 SU0733'THE MARK IS 2 FT  E FROM A WITNESS POST.
 SU0733'THE MARK IS 4 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0763 ***********************************************************************
 SU0763  DESIGNATION -  F 446
 SU0763  PID         -  SU0763
 SU0763  STATE/COUNTY-  MT/MISSOULA
 SU0763  USGS QUAD   -  EVARO (1984)
 SU0763
 SU0763                         *CURRENT SURVEY CONTROL
 SU0763  ___________________________________________________________________
 SU0763* NAD 83(1986)-  47 03 35.     (N)    114 04 27.     (W)     SCALED    
 SU0763* NAVD 88     -      1200.856  (meters)    3939.81   (feet)  ADJUSTED  
 SU0763  ___________________________________________________________________
 SU0763  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 SU0763  DYNAMIC HT  -        1200.668 (meters)    3939.19  (feet)  COMP
 SU0763  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 SU0763
 SU0763  VERT ORDER  -  FIRST     CLASS II
 SU0763
 SU0763.The horizontal coordinates were scaled from a topographic map and have
 SU0763.an estimated accuracy of +/- 6 seconds.
 SU0763
 SU0763.The orthometric height was determined by differential leveling
 SU0763.and adjusted by the National Geodetic Survey in June 1991..
 SU0763
 SU0763.The geoid height was determined by GEOID03.
 SU0763
 SU0763.The dynamic height is computed by dividing the NAVD 88
 SU0763.geopotential number by the normal gravity value computed on the
 SU0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0763.degrees latitude (g = 980.6199 gals.).
 SU0763
 SU0763.The modeled gravity was interpolated from observed gravity values.
 SU0763
 SU0763;                    North         East    Units  Estimated Accuracy
 SU0763;SPC MT       -   322,350.      252,900.      MT  (+/- 180 meters Scaled)
 SU0763
 SU0763                          SUPERSEDED SURVEY CONTROL
 SU0763
 SU0763.No superseded survey control is available for this station.
 SU0763
 SU0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN221159(NAD 83)
 SU0763_MARKER: DB = BENCH MARK DISK
 SU0763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0763_SP_SET: STAINLESS STEEL ROD
 SU0763_STAMPING: F 446 1979
 SU0763_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0763_ROD/PIPE-DEPTH: 4.57 meters
 SU0763
 SU0763  HISTORY     - Date     Condition        Report By
 SU0763  HISTORY     - 1979     MONUMENTED       NGS
 SU0763
 SU0763                          STATION DESCRIPTION
 SU0763
 SU0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0763'8.9 MI SOUTH FROM ARLEE.
 SU0763'8.9 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN ARLEE,
 SU0763'SET ALONG A FENCE LINE NEAR A PRIVATE DRIVE TO A HOUSE, 0.5 MILE SOUTH
 SU0763'OF WHISPERING PINES ROAD, 0.2 MILE SOUTH OF MILE POST 9, 150 FEET
 SU0763'NORTH OF A POWER POLE WITH GUY WIRES AND POWER LINE CROSSING THE
 SU0763'HIGHWAY, 80 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 31.5 FEET
 SU0763'NORTH OF A DIRT DRIVEWAY TO A TRAILER HOUSE, 13 FEET NORTH OF A
 SU0763'24-INCH PINE TREE, 7 FEET SOUTHWEST OF A SECOND 24-INCH PINE TREE AND
 SU0763'1 FOOT WEST OF A WIRE FENCE.  THE MARK IS ENCASED WITH A 5-INCH
 SU0763'PLASTIC PIPE WITH NO COVER.
 SU0763'THE MARK IS 1 FT  S FROM A WITNESS POST.
 SU0763'THE MARK IS 3 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0714 ***********************************************************************
 RX0714  DESIGNATION -  F 447
 RX0714  PID         -  RX0714
 RX0714  STATE/COUNTY-  MT/MISSOULA
 RX0714  USGS QUAD   -  IRIS POINT (1989)
 RX0714
 RX0714                         *CURRENT SURVEY CONTROL
 RX0714  ___________________________________________________________________
 RX0714* NAD 83(1986)-  46 44 19.     (N)    113 41 59.     (W)     SCALED    
 RX0714* NAVD 88     -      1067.494  (meters)    3502.27   (feet)  ADJUSTED  
 RX0714  ___________________________________________________________________
 RX0714  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 RX0714  DYNAMIC HT  -        1067.294 (meters)    3501.61  (feet)  COMP
 RX0714  MODELED GRAV-     980,391.5   (mgal)                       NAVD 88
 RX0714  OBS GRAVITY -     980,392.8   (mgal)                       GRAV_OBS
 RX0714
 RX0714  VERT ORDER  -  FIRST     CLASS II
 RX0714
 RX0714.The horizontal coordinates were scaled from a topographic map and have
 RX0714.an estimated accuracy of +/- 6 seconds.
 RX0714
 RX0714.The orthometric height was determined by differential leveling
 RX0714.and adjusted by the National Geodetic Survey in June 1991..
 RX0714
 RX0714.The geoid height was determined by GEOID03.
 RX0714
 RX0714.The dynamic height is computed by dividing the NAVD 88
 RX0714.geopotential number by the normal gravity value computed on the
 RX0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0714.degrees latitude (g = 980.6199 gals.).
 RX0714
 RX0714.The modeled gravity was interpolated from observed gravity values.
 RX0714.The observed gravity was obtained from relative gravimeter ties
 RX0714.to the IGSN71 gravity network.
 RX0714
 RX0714;                    North         East    Units  Estimated Accuracy
 RX0714;SPC MT       -   285,140.      279,380.      MT  (+/- 180 meters Scaled)
 RX0714
 RX0714                          SUPERSEDED SURVEY CONTROL
 RX0714
 RX0714.No superseded survey control is available for this station.
 RX0714
 RX0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS937796(NAD 83)
 RX0714_MARKER: DB = BENCH MARK DISK
 RX0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0714_SP_SET: STAINLESS STEEL ROD
 RX0714_STAMPING: F 447 1979
 RX0714_PROJECTION: FLUSH
 RX0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0714_ROD/PIPE-DEPTH: 1.83 meters
 RX0714
 RX0714  HISTORY     - Date     Condition        Report By
 RX0714  HISTORY     - 1979     MONUMENTED       NGS
 RX0714
 RX0714                          STATION DESCRIPTION
 RX0714
 RX0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0714'3.0 MI SOUTH FROM CLINTON.
 RX0714'3.05 MILES SOUTH ALONG INTERSTATE HIGHWAY 90 FROM THE INTERCHANGE AT
 RX0714'CLINTON, SET IN THE RIGHT-OF-WAY FENCE
 RX0714'106 FEET EAST OF THE EAST RAIL, 104 FEET SOUTHEAST OF A TELEGRAPH
 RX0714'POLE, 75 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 53
 RX0714'FEET NORTHEAST OF A TELEGRAPH POLE AND 44 FEET WEST OF HIGHWAY
 RX0714'MILE POST 124. THE ROD WAS DRIVEN TO REFUSAL.
 RX0714'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RX0714'THE MARK IS 3 FT BELOW HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0749 ***********************************************************************
 RX0749  DESIGNATION -  F 448
 RX0749  PID         -  RX0749
 RX0749  STATE/COUNTY-  MT/POWELL
 RX0749  USGS QUAD   -  GARRISON (1989)
 RX0749
 RX0749                         *CURRENT SURVEY CONTROL
 RX0749  ___________________________________________________________________
 RX0749* NAD 83(1986)-  46 32 58.     (N)    112 51 25.     (W)     SCALED    
 RX0749* NAVD 88     -      1300.777  (meters)    4267.63   (feet)  ADJUSTED  
 RX0749  ___________________________________________________________________
 RX0749  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 RX0749  DYNAMIC HT  -        1300.469 (meters)    4266.62  (feet)  COMP
 RX0749  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 RX0749
 RX0749  VERT ORDER  -  FIRST     CLASS II
 RX0749
 RX0749.The horizontal coordinates were scaled from a topographic map and have
 RX0749.an estimated accuracy of +/- 6 seconds.
 RX0749
 RX0749.The orthometric height was determined by differential leveling
 RX0749.and adjusted by the National Geodetic Survey in June 1991..
 RX0749
 RX0749.The geoid height was determined by GEOID03.
 RX0749
 RX0749.The dynamic height is computed by dividing the NAVD 88
 RX0749.geopotential number by the normal gravity value computed on the
 RX0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0749.degrees latitude (g = 980.6199 gals.).
 RX0749
 RX0749.The modeled gravity was interpolated from observed gravity values.
 RX0749
 RX0749;                    North         East    Units  Estimated Accuracy
 RX0749;SPC MT       -   261,030.      342,770.      MT  (+/- 180 meters Scaled)
 RX0749
 RX0749                          SUPERSEDED SURVEY CONTROL
 RX0749
 RX0749.No superseded survey control is available for this station.
 RX0749
 RX0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS576567(NAD 83)
 RX0749_MARKER: DB = BENCH MARK DISK
 RX0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0749_SP_SET: STAINLESS STEEL ROD
 RX0749_STAMPING: F 448 1979
 RX0749_PROJECTION: FLUSH
 RX0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0749_ROD/PIPE-DEPTH: 3.96 meters
 RX0749
 RX0749  HISTORY     - Date     Condition        Report By
 RX0749  HISTORY     - 1979     MONUMENTED       NGS
 RX0749
 RX0749                          STATION DESCRIPTION
 RX0749
 RX0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0749'3.9 MI NW FROM GARRISON.
 RX0749'3.9 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0749'HIGHWAY 12 IN GARRISON, 0.05 MILE SOUTHEAST OF THE HIGHWAY MILE POST
 RX0749'171, AT A HIGHWAY SIGN FOR GARRISON JUNCTION, 48 FEET SOUTHWEST OF
 RX0749'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 24 FEET
 RX0749'NORTHEAST OF THE SOUTHWEST HIGHWAY RIGHT-OF-WAY FENCE, 2 FEET
 RX0749'SOUTHEAST OF THE NORTHEAST LEG OF THE HIGHWAY SIGN.
 RX0749'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0780 ***********************************************************************
 RX0780  DESIGNATION -  F 449
 RX0780  PID         -  RX0780
 RX0780  STATE/COUNTY-  MT/SILVER BOW
 RX0780  USGS QUAD   -  RAMSAY (1996)
 RX0780
 RX0780                         *CURRENT SURVEY CONTROL
 RX0780  ___________________________________________________________________
 RX0780* NAD 83(1986)-  46 00 26.     (N)    112 39 51.     (W)     SCALED    
 RX0780* NAVD 88     -      1638.195  (meters)    5374.64   (feet)  ADJUSTED  
 RX0780  ___________________________________________________________________
 RX0780  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 RX0780  DYNAMIC HT  -        1637.551 (meters)    5372.53  (feet)  COMP
 RX0780  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 RX0780
 RX0780  VERT ORDER  -  FIRST     CLASS II
 RX0780
 RX0780.The horizontal coordinates were scaled from a topographic map and have
 RX0780.an estimated accuracy of +/- 6 seconds.
 RX0780
 RX0780.The orthometric height was determined by differential leveling
 RX0780.and adjusted by the National Geodetic Survey in June 1991..
 RX0780
 RX0780.The geoid height was determined by GEOID03.
 RX0780
 RX0780.The dynamic height is computed by dividing the NAVD 88
 RX0780.geopotential number by the normal gravity value computed on the
 RX0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0780.degrees latitude (g = 980.6199 gals.).
 RX0780
 RX0780.The modeled gravity was interpolated from observed gravity values.
 RX0780
 RX0780;                    North         East    Units  Estimated Accuracy
 RX0780;SPC MT       -   200,230.      355,100.      MT  (+/- 180 meters Scaled)
 RX0780
 RX0780                          SUPERSEDED SURVEY CONTROL
 RX0780
 RX0780.No superseded survey control is available for this station.
 RX0780
 RX0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR711961(NAD 83)
 RX0780_MARKER: DB = BENCH MARK DISK
 RX0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0780_SP_SET: STAINLESS STEEL ROD
 RX0780_STAMPING: F 449 1979
 RX0780_PROJECTION: FLUSH
 RX0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0780_ROD/PIPE-DEPTH: 3.05 meters
 RX0780
 RX0780  HISTORY     - Date     Condition        Report By
 RX0780  HISTORY     - 1979     MONUMENTED       NGS
 RX0780
 RX0780                          STATION DESCRIPTION
 RX0780
 RX0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0780'1.3 MI WEST FROM SILVER BOW.
 RX0780'1.3 MILES WEST ALONG INTERSTATE 90 FROM THE JUNCTION OF INTERSTATE 15
 RX0780'NEAR SILVER BOW, SET IN THE MEDIAN STRIP 2 FEET EAST OF THE
 RX0780'NORTHEAST METAL SUPPORT POLE FOR A HIGHWAY SIGN READING
 RX0780'JUNCTION OF INTERSTATE 15,
 RX0780'0.6 MILE EAST OF HIGHWAY MILE POST 217, 0.3 MILE WEST OF HIGHWAY MILE
 RX0780'POST 218, 48 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES, 41
 RX0780'FEET NORTH OF THE CENTERLINE OF THE EASTBOUND LANES.
 RX0780'THE MARK IS 5 FT BELOW HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0334 ***********************************************************************
 PZ0334  DESIGNATION -  F 45 RESET
 PZ0334  PID         -  PZ0334
 PZ0334  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0334  USGS QUAD   -  HANSEN RANCH (1988)
 PZ0334
 PZ0334                         *CURRENT SURVEY CONTROL
 PZ0334  ___________________________________________________________________
 PZ0334* NAD 83(1986)-  44 59 59.     (N)    113 01 35.     (W)     SCALED    
 PZ0334* NAVD 88     -      1747.86   (meters)    5734.4    (feet)  RESET     
 PZ0334  ___________________________________________________________________
 PZ0334  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 PZ0334
 PZ0334  VERT ORDER  -  THIRD
 PZ0334
 PZ0334.The horizontal coordinates were scaled from a topographic map and have
 PZ0334.an estimated accuracy of +/- 6 seconds.
 PZ0334
 PZ0334.The orthometric height was computed from unverified reset data.
 PZ0334
 PZ0334.The geoid height was determined by GEOID03.
 PZ0334
 PZ0334;                    North         East    Units  Estimated Accuracy
 PZ0334;SPC MT       -    89,590.      322,050.      MT  (+/- 180 meters Scaled)
 PZ0334
 PZ0334                          SUPERSEDED SURVEY CONTROL
 PZ0334
 PZ0334.No superseded survey control is available for this station.
 PZ0334
 PZ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ402849(NAD 83)
 PZ0334_MARKER: DB = BENCH MARK DISK
 PZ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0334_STAMPING: F 45 RESET 1963
 PZ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0334+STABILITY: SURFACE MOTION
 PZ0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0334+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 PZ0334
 PZ0334  HISTORY     - Date     Condition        Report By
 PZ0334  HISTORY     - 1963     MONUMENTED       MTDH
 PZ0334  HISTORY     - 1965     GOOD             NGS
 PZ0334  HISTORY     - 20060911 GOOD             GEOCAC
 PZ0334
 PZ0334                          STATION DESCRIPTION
 PZ0334
 PZ0334'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1963
 PZ0334'7.8 MI W FROM ARMSTEAD.
 PZ0334'7.8 MILES WEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH RAILROAD
 PZ0334'FROM ARMSTEAD, BEAVERHEAD COUNTY, 2.0 MILES EAST OF GRANT, IN SECTION
 PZ0334'1, T 10 S, R 12 W, 0.1 MILE SOUTHEAST OF THE CORNER OF SECTIONS 1, 2,
 PZ0334'35, AND 36, 51 FEET NORTH OF MONTANA HIGHWAY ROAD STATION 1280+00,
 PZ0334'PROJECT S-85(3), AND SET IN THE TOP OF A CONCRETE POST.
 PZ0334
 PZ0334                          STATION RECOVERY (1965)
 PZ0334
 PZ0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 PZ0334'RECOVERED IN GOOD CONDITION.
 PZ0334
 PZ0334                          STATION RECOVERY (2006)
 PZ0334
 PZ0334'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 PZ0334'HANDHELD COORDINATES ARE N45-00-00.06 W113-01-38.28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0249 ***********************************************************************
 RW0249  DESIGNATION -  F 451
 RW0249  PID         -  RW0249
 RW0249  STATE/COUNTY-  MT/JEFFERSON
 RW0249  USGS QUAD   -  EAST HELENA (1985)
 RW0249
 RW0249                         *CURRENT SURVEY CONTROL
 RW0249  ___________________________________________________________________
 RW0249* NAD 83(1986)-  46 31 10.     (N)    111 56 51.     (W)     SCALED    
 RW0249* NAVD 88     -      1248.466  (meters)    4096.01   (feet)  ADJUSTED  
 RW0249  ___________________________________________________________________
 RW0249  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 RW0249  DYNAMIC HT  -        1248.168 (meters)    4095.03  (feet)  COMP
 RW0249  MODELED GRAV-     980,332.5   (mgal)                       NAVD 88
 RW0249
 RW0249  VERT ORDER  -  FIRST     CLASS II
 RW0249
 RW0249.The horizontal coordinates were scaled from a topographic map and have
 RW0249.an estimated accuracy of +/- 6 seconds.
 RW0249
 RW0249.The orthometric height was determined by differential leveling
 RW0249.and adjusted by the National Geodetic Survey in June 1991..
 RW0249
 RW0249.The geoid height was determined by GEOID03.
 RW0249
 RW0249.The dynamic height is computed by dividing the NAVD 88
 RW0249.geopotential number by the normal gravity value computed on the
 RW0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0249.degrees latitude (g = 980.6199 gals.).
 RW0249
 RW0249.The modeled gravity was interpolated from observed gravity values.
 RW0249
 RW0249;                    North         East    Units  Estimated Accuracy
 RW0249;SPC MT       -   255,120.      412,330.      MT  (+/- 180 meters Scaled)
 RW0249
 RW0249                          SUPERSEDED SURVEY CONTROL
 RW0249
 RW0249  NGVD 29 (??/??/92) 1247.386  (m)         4092.47   (f) ADJ UNCH    1 2
 RW0249
 RW0249.Superseded values are not recommended for survey control.
 RW0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0249.See file dsdata.txt to determine how the superseded data were derived.
 RW0249
 RW0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS273522(NAD 83)
 RW0249_MARKER: DB = BENCH MARK DISK
 RW0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0249_SP_SET: PILLAR
 RW0249_STAMPING: F 451 1936
 RW0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0249
 RW0249  HISTORY     - Date     Condition        Report By
 RW0249  HISTORY     - 1936     MONUMENTED       CGS
 RW0249  HISTORY     - 1962     GOOD             NGS
 RW0249  HISTORY     - 1980     MARK NOT FOUND   USGS
 RW0249
 RW0249                          STATION DESCRIPTION
 RW0249
 RW0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0249'4.55 MI N FROM CLANCY.
 RW0249'4.55 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE SECTION
 RW0249'HOUSE AND STATION SIGN AT CLANCY, 5.0 MILES SOUTH OF EAST HELENA, 2
 RW0249'POLES NORTH OF MILEPOLE 224, AT THE U.S. HIGHWAY 91 OVERPASS, SET
 RW0249'VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTH CONCRETE PILLAR OF THE
 RW0249'FIRST ROW OF PILLARS EAST OF THE TRACK, 7.3 FEET EAST OF THE EAST
 RW0249'RAIL, AND ABOUT 3 1/2 FEET HIGHER THAN THE TRACK.
 RW0249
 RW0249                          STATION RECOVERY (1980)
 RW0249
 RW0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RW0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0351 ***********************************************************************
 RX0351  DESIGNATION -  F 452
 RX0351  PID         -  RX0351
 RX0351  STATE/COUNTY-  MT/JEFFERSON
 RX0351  USGS QUAD   -  WICKES (1996)
 RX0351
 RX0351                         *CURRENT SURVEY CONTROL
 RX0351  ___________________________________________________________________
 RX0351* NAD 83(1986)-  46 20 15.     (N)    112 07 03.     (W)     SCALED    
 RX0351* NAVD 88     -      1657.345  (meters)    5437.47   (feet)  ADJUSTED  
 RX0351  ___________________________________________________________________
 RX0351  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 RX0351  DYNAMIC HT  -        1656.762 (meters)    5435.56  (feet)  COMP
 RX0351  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 RX0351
 RX0351  VERT ORDER  -  FIRST     CLASS II
 RX0351
 RX0351.The horizontal coordinates were scaled from a topographic map and have
 RX0351.an estimated accuracy of +/- 6 seconds.
 RX0351
 RX0351.The orthometric height was determined by differential leveling
 RX0351.and adjusted by the National Geodetic Survey in June 1991..
 RX0351
 RX0351.The geoid height was determined by GEOID03.
 RX0351
 RX0351.The dynamic height is computed by dividing the NAVD 88
 RX0351.geopotential number by the normal gravity value computed on the
 RX0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0351.degrees latitude (g = 980.6199 gals.).
 RX0351
 RX0351.The modeled gravity was interpolated from observed gravity values.
 RX0351
 RX0351;                    North         East    Units  Estimated Accuracy
 RX0351;SPC MT       -   235,340.      398,620.      MT  (+/- 180 meters Scaled)
 RX0351
 RX0351                          SUPERSEDED SURVEY CONTROL
 RX0351
 RX0351  NGVD 29 (??/??/92) 1656.100  (m)         5433.39   (f) ADJ UNCH    1 2
 RX0351
 RX0351.Superseded values are not recommended for survey control.
 RX0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0351.See file dsdata.txt to determine how the superseded data were derived.
 RX0351
 RX0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS139321(NAD 83)
 RX0351_MARKER: DB = BENCH MARK DISK
 RX0351_SETTING: 80 = SET IN A BOULDER
 RX0351_SP_SET: BOULDER
 RX0351_STAMPING: F 452 1936
 RX0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0351+STABILITY: SURFACE MOTION
 RX0351
 RX0351  HISTORY     - Date     Condition        Report By
 RX0351  HISTORY     - 1936     MONUMENTED       CGS
 RX0351  HISTORY     - 1962     GOOD             NGS
 RX0351  HISTORY     - 1980     GOOD
 RX0351
 RX0351                          STATION DESCRIPTION
 RX0351
 RX0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0351'2.0 MI NW FROM AMAZON.
 RX0351'ABOUT 2.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0351'STATION AT AMAZON, IN THE SOUTHWEST 1/4 OF SECTION 21, R 4 W, T 7 N, 9
 RX0351'RAILS NORTHWEST OF THE NORTHWEST END OF TUNNEL 6, 2 1/2 POLES
 RX0351'NORTHWEST OF MILEPOST 241, 30 FEET EAST OF THE EAST RAIL, 43 FEET
 RX0351'NORTHEAST OF THE CENTER OF A ROAD CROSSING, IN THE TOP OF A SMALL
 RX0351'BOULDER FLUSH WITH THE GROUND, 16 FEET NORTH OF THE CENTER OF A WOODEN
 RX0351'GATE, 6 1/2 FEET WEST OF A FENCE, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 RX0351'THE TRACKS.
 RX0351
 RX0351                          STATION RECOVERY (1980)
 RX0351
 RX0351'RECOVERED 1980
 RX0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0455 ***********************************************************************
 RW0455  DESIGNATION -  F 453
 RW0455  PID         -  RW0455
 RW0455  STATE/COUNTY-  MT/BROADWATER
 RW0455  USGS QUAD   -  CANYON FERRY SE (1972)
 RW0455
 RW0455                         *CURRENT SURVEY CONTROL
 RW0455  ___________________________________________________________________
 RW0455* NAD 83(1986)-  46 30 03.     (N)    111 34 21.     (W)     SCALED    
 RW0455* NAVD 88     -      1136.687  (meters)    3729.28   (feet)  ADJUSTED  
 RW0455  ___________________________________________________________________
 RW0455  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 RW0455  DYNAMIC HT  -        1136.426 (meters)    3728.42  (feet)  COMP
 RW0455  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 RW0455
 RW0455  VERT ORDER  -  FIRST     CLASS II
 RW0455
 RW0455.The horizontal coordinates were scaled from a topographic map and have
 RW0455.an estimated accuracy of +/- 6 seconds.
 RW0455
 RW0455.The orthometric height was determined by differential leveling
 RW0455.and adjusted by the National Geodetic Survey in June 1991..
 RW0455
 RW0455.The geoid height was determined by GEOID03.
 RW0455
 RW0455.The dynamic height is computed by dividing the NAVD 88
 RW0455.geopotential number by the normal gravity value computed on the
 RW0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0455.degrees latitude (g = 980.6199 gals.).
 RW0455
 RW0455.The modeled gravity was interpolated from observed gravity values.
 RW0455
 RW0455;                    North         East    Units  Estimated Accuracy
 RW0455;SPC MT       -   252,220.      441,020.      MT  (+/- 180 meters Scaled)
 RW0455
 RW0455                          SUPERSEDED SURVEY CONTROL
 RW0455
 RW0455  NGVD 29 (??/??/92) 1135.678  (m)         3725.97   (f) ADJ UNCH    1 2
 RW0455
 RW0455.Superseded values are not recommended for survey control.
 RW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0455.See file dsdata.txt to determine how the superseded data were derived.
 RW0455
 RW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS560498(NAD 83)
 RW0455_MARKER: DB = BENCH MARK DISK
 RW0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0455_STAMPING: F 453 1936
 RW0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0455+STABILITY: SURFACE MOTION
 RW0455
 RW0455  HISTORY     - Date     Condition        Report By
 RW0455  HISTORY     - 1936     MONUMENTED       CGS
 RW0455  HISTORY     - 1972     MARK NOT FOUND   USGS
 RW0455
 RW0455                          STATION DESCRIPTION
 RW0455
 RW0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0455'5.1 MI E FROM WINSTON.
 RW0455'5.1 MILES EAST ALONG THE WATSON ROAD FROM THE NORTHERN PACIFIC RAILWAY
 RW0455'STATION AT WINSTON, BROADWATER COUNTY, 1/4 MILE EAST OF THE JUNCTION
 RW0455'OF A ROAD LEADING NORTH, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 RW0455'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RW0455'F 453 1936 AND SET IN THE TOP OF A CONCRETE POST.
 RW0455
 RW0455                          STATION RECOVERY (1972)
 RW0455
 RW0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RW0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0171 ***********************************************************************
 RX0171  DESIGNATION -  F 454
 RX0171  PID         -  RX0171
 RX0171  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0171  USGS QUAD   -  HELENA (1985)
 RX0171
 RX0171                         *CURRENT SURVEY CONTROL
 RX0171  ___________________________________________________________________
 RX0171* NAD 83(1986)-  46 34 40.     (N)    112 01 13.     (W)     SCALED    
 RX0171* NAVD 88     -      1318.105  (meters)    4324.48   (feet)  ADJUSTED  
 RX0171  ___________________________________________________________________
 RX0171  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0171  DYNAMIC HT  -        1317.801 (meters)    4323.49  (feet)  COMP
 RX0171  MODELED GRAV-     980,338.1   (mgal)                       NAVD 88
 RX0171
 RX0171  VERT ORDER  -  FIRST     CLASS II
 RX0171
 RX0171.The horizontal coordinates were scaled from a topographic map and have
 RX0171.an estimated accuracy of +/- 6 seconds.
 RX0171
 RX0171.The orthometric height was determined by differential leveling
 RX0171.and adjusted by the National Geodetic Survey in June 1991..
 RX0171
 RX0171.The geoid height was determined by GEOID03.
 RX0171
 RX0171.The dynamic height is computed by dividing the NAVD 88
 RX0171.geopotential number by the normal gravity value computed on the
 RX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0171.degrees latitude (g = 980.6199 gals.).
 RX0171
 RX0171.The modeled gravity was interpolated from observed gravity values.
 RX0171
 RX0171;                    North         East    Units  Estimated Accuracy
 RX0171;SPC MT       -   261,770.      406,960.      MT  (+/- 180 meters Scaled)
 RX0171
 RX0171                          SUPERSEDED SURVEY CONTROL
 RX0171
 RX0171  NGVD 29 (??/??/92) 1317.055  (m)         4321.04   (f) ADJ UNCH    1 2
 RX0171
 RX0171.Superseded values are not recommended for survey control.
 RX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0171.See file dsdata.txt to determine how the superseded data were derived.
 RX0171
 RX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218587(NAD 83)
 RX0171_MARKER: DB = BENCH MARK DISK
 RX0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0171_STAMPING: F 454 1936
 RX0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0171+STABILITY: SURFACE MOTION
 RX0171
 RX0171  HISTORY     - Date     Condition        Report By
 RX0171  HISTORY     - 1936     MONUMENTED       CGS
 RX0171  HISTORY     - 1962     GOOD             NGS
 RX0171
 RX0171                          STATION DESCRIPTION
 RX0171
 RX0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0171'0.55 MI S FROM HELENA.
 RX0171'0.3 MILE SOUTH ALONG MONTANA AVENUE FROM THE STATE CAPITOL AT HELENA,
 RX0171'THENCE 0.25 MILE SOUTH ALONG A TRACK ROAD, ON THE OUTSIDE OF A CURVE,
 RX0171'AT THE JUNCTION OF A TRACK ROAD SOUTH, 70 FEET SOUTHWEST OF THE CENTER
 RX0171'LINE OF THE ROAD, 44 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD,
 RX0171'47 FEET SOUTH OF A TRIPLE TRUNK PINE TREE, 2.0 FEET SOUTHWEST OF A
 RX0171'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 RX0171'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0128 ***********************************************************************
 RX0128  DESIGNATION -  F 455
 RX0128  PID         -  RX0128
 RX0128  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0128  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0128
 RX0128                         *CURRENT SURVEY CONTROL
 RX0128  ___________________________________________________________________
 RX0128* NAD 83(1986)-  46 37 44.     (N)    112 01 13.     (W)     SCALED    
 RX0128* NAVD 88     -      1156.916  (meters)    3795.65   (feet)  ADJUSTED  
 RX0128  ___________________________________________________________________
 RX0128  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RX0128  DYNAMIC HT  -        1156.683 (meters)    3794.88  (feet)  COMP
 RX0128  MODELED GRAV-     980,373.9   (mgal)                       NAVD 88
 RX0128
 RX0128  VERT ORDER  -  FIRST     CLASS II
 RX0128
 RX0128.The horizontal coordinates were scaled from a topographic map and have
 RX0128.an estimated accuracy of +/- 6 seconds.
 RX0128
 RX0128.The orthometric height was determined by differential leveling
 RX0128.and adjusted by the National Geodetic Survey in June 1991..
 RX0128
 RX0128.The geoid height was determined by GEOID03.
 RX0128
 RX0128.The dynamic height is computed by dividing the NAVD 88
 RX0128.geopotential number by the normal gravity value computed on the
 RX0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0128.degrees latitude (g = 980.6199 gals.).
 RX0128
 RX0128.The modeled gravity was interpolated from observed gravity values.
 RX0128
 RX0128;                    North         East    Units  Estimated Accuracy
 RX0128;SPC MT       -   267,450.      407,140.      MT  (+/- 180 meters Scaled)
 RX0128
 RX0128                          SUPERSEDED SURVEY CONTROL
 RX0128
 RX0128  NGVD 29 (??/??/92) 1155.94   (m)         3792.4    (f) COMPUTED    1 2
 RX0128
 RX0128.Superseded values are not recommended for survey control.
 RX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0128.See file dsdata.txt to determine how the superseded data were derived.
 RX0128
 RX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218644(NAD 83)
 RX0128_MARKER: DB = BENCH MARK DISK
 RX0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0128_STAMPING: F 455 1936
 RX0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0128+STABILITY: SURFACE MOTION
 RX0128
 RX0128  HISTORY     - Date     Condition        Report By
 RX0128  HISTORY     - 1936     MONUMENTED       CGS
 RX0128
 RX0128                          STATION DESCRIPTION
 RX0128
 RX0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RX0128'2.8 MI N FROM HELENA.
 RX0128'2.8 MI. N. ALONG MONTANA AVE. AND U.S. HWY NO. 91 FROM THE STATE
 RX0128'CAPITOL BLDG.  ALONG THE RIGHT OF WAY OF U.S. HWY NO. 91, 0.1 MI. N.
 RX0128'ALONG HWY FROM THE ENTRANCE TO RESURRECTION CEMETERY, 30 FT. E. OF
 RX0128'CENTERLINE OF HWY, ON LINE WITH ORNAMENTAL FENCE, 0.2 MI. S. OF B.M.
 RX0128'G. 455 AND 155 YDS. N. OF B.M. E 455.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0129 ***********************************************************************
 RX0129  DESIGNATION -  F 455 RESET
 RX0129  PID         -  RX0129
 RX0129  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0129  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0129
 RX0129                         *CURRENT SURVEY CONTROL
 RX0129  ___________________________________________________________________
 RX0129* NAD 83(1986)-  46 37 42.     (N)    112 01 11.     (W)     SCALED    
 RX0129* NAVD 88     -      1157.070  (meters)    3796.15   (feet)  ADJUSTED  
 RX0129  ___________________________________________________________________
 RX0129  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RX0129  DYNAMIC HT  -        1156.837 (meters)    3795.39  (feet)  COMP
 RX0129  MODELED GRAV-     980,373.7   (mgal)                       NAVD 88
 RX0129
 RX0129  VERT ORDER  -  FIRST     CLASS II
 RX0129
 RX0129.The horizontal coordinates were scaled from a topographic map and have
 RX0129.an estimated accuracy of +/- 6 seconds.
 RX0129
 RX0129.The orthometric height was determined by differential leveling
 RX0129.and adjusted by the National Geodetic Survey in June 1991..
 RX0129
 RX0129.The geoid height was determined by GEOID03.
 RX0129
 RX0129.The dynamic height is computed by dividing the NAVD 88
 RX0129.geopotential number by the normal gravity value computed on the
 RX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0129.degrees latitude (g = 980.6199 gals.).
 RX0129
 RX0129.The modeled gravity was interpolated from observed gravity values.
 RX0129
 RX0129;                    North         East    Units  Estimated Accuracy
 RX0129;SPC MT       -   267,390.      407,180.      MT  (+/- 180 meters Scaled)
 RX0129
 RX0129                          SUPERSEDED SURVEY CONTROL
 RX0129
 RX0129  NGVD 29 (??/??/92) 1156.046  (m)         3792.79   (f) ADJ UNCH    1 2
 RX0129
 RX0129.Superseded values are not recommended for survey control.
 RX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0129.See file dsdata.txt to determine how the superseded data were derived.
 RX0129
 RX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219643(NAD 83)
 RX0129_MARKER: DB = BENCH MARK DISK
 RX0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0129_STAMPING: F 455 RESET 1957
 RX0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0129+STABILITY: SURFACE MOTION
 RX0129
 RX0129  HISTORY     - Date     Condition        Report By
 RX0129  HISTORY     - 1957     MONUMENTED       CGS
 RX0129  HISTORY     - 1962     GOOD             NGS
 RX0129
 RX0129                          STATION DESCRIPTION
 RX0129
 RX0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0129'1.9 MI N FROM HELENA.
 RX0129'1.9 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0129'PACIFIC RAILROAD AT HELENA, AT THE CROSSING OF A POWER LINE LEADING
 RX0129'WEST TO BUREAU OF RECLAMATION OPERATIONS OFFICE, 30 1/2 FEET EAST OF
 RX0129'THE CENTER LINE OF THE AVENUE, 79.5 FEET SOUTH OF THE SOUTH END OF THE
 RX0129'EAST GUARD RAIL OF A CONCRETE BRIDGE OVER A CANAL, 8 FEET EAST OF A
 RX0129'POWER POLE, 1 FOOT WEST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE AVENUE
 RX0129'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0099 ***********************************************************************
 RX0099  DESIGNATION -  F 456
 RX0099  PID         -  RX0099
 RX0099  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0099  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0099
 RX0099                         *CURRENT SURVEY CONTROL
 RX0099  ___________________________________________________________________
 RX0099* NAD 83(1986)-  46 41 43.     (N)    112 01 20.     (W)     SCALED    
 RX0099* NAVD 88     -      1140.386  (meters)    3741.42   (feet)  ADJUSTED  
 RX0099  ___________________________________________________________________
 RX0099  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0099  DYNAMIC HT  -        1140.158 (meters)    3740.67  (feet)  COMP
 RX0099  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 RX0099
 RX0099  VERT ORDER  -  FIRST     CLASS II
 RX0099
 RX0099.The horizontal coordinates were scaled from a topographic map and have
 RX0099.an estimated accuracy of +/- 6 seconds.
 RX0099
 RX0099.The orthometric height was determined by differential leveling
 RX0099.and adjusted by the National Geodetic Survey in June 1991..
 RX0099
 RX0099.The geoid height was determined by GEOID03.
 RX0099
 RX0099.The dynamic height is computed by dividing the NAVD 88
 RX0099.geopotential number by the normal gravity value computed on the
 RX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0099.degrees latitude (g = 980.6199 gals.).
 RX0099
 RX0099.The modeled gravity was interpolated from observed gravity values.
 RX0099
 RX0099;                    North         East    Units  Estimated Accuracy
 RX0099;SPC MT       -   274,830.      407,230.      MT  (+/- 180 meters Scaled)
 RX0099
 RX0099                          SUPERSEDED SURVEY CONTROL
 RX0099
 RX0099  NGVD 29 (??/??/92) 1139.364  (m)         3738.06   (f) ADJ UNCH    1 2
 RX0099
 RX0099.Superseded values are not recommended for survey control.
 RX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0099.See file dsdata.txt to determine how the superseded data were derived.
 RX0099
 RX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218718(NAD 83)
 RX0099_MARKER: DB = BENCH MARK DISK
 RX0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0099_STAMPING: F 456 1936
 RX0099_MARK LOGO: CGS   
 RX0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0099+STABILITY: SURFACE MOTION
 RX0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0099+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 RX0099
 RX0099  HISTORY     - Date     Condition        Report By
 RX0099  HISTORY     - 1936     MONUMENTED       CGS
 RX0099  HISTORY     - 1962     GOOD             NGS
 RX0099  HISTORY     - 19960807 GOOD             MTDOT
 RX0099
 RX0099                          STATION DESCRIPTION
 RX0099
 RX0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0099'6.6 MI N FROM HELENA.
 RX0099'6.6 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0099'PACIFIC RAILROAD AT HELENA, 57 FEET WEST OF THE CENTER LINE OF THE
 RX0099'AVENUE, 153 FEET NORTH OF THE NORTH END OF A GATE ACROSS A FIELD ROAD,
 RX0099'34 FEET NORTH OF POLE 280, 1.0 FOOT EAST OF A FENCE, ABOUT LEVEL WITH
 RX0099'THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RX0099
 RX0099                          STATION RECOVERY (1996)
 RX0099
 RX0099'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RX0099'6.6 MI (10.6 KM) NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0099'MONTANA RAIL LINK RAILROAD AT HELENA, 57.0 FT (17.4 M) WEST OF THE
 RX0099'CENTER LINE OF THE AVENUE, 153.0 FT (46.6 M) NORTH OF THE NORTH END OF
 RX0099'A GATE ACROSS A FIELD ROAD, 1.0 FT (0.3 M) EAST OF A FENCE, 0.5 FT
 RX0099'(15.2 CM) SOUTH OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 RX0099'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0094 ***********************************************************************
 RX0094  DESIGNATION -  F 457
 RX0094  PID         -  RX0094
 RX0094  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0094  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0094
 RX0094                         *CURRENT SURVEY CONTROL
 RX0094  ___________________________________________________________________
 RX0094* NAD 83(1986)-  46 44 48.     (N)    112 01 14.     (W)     SCALED    
 RX0094* NAVD 88     -      1248.711  (meters)    4096.81   (feet)  ADJUSTED  
 RX0094  ___________________________________________________________________
 RX0094  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0094  DYNAMIC HT  -        1248.466 (meters)    4096.01  (feet)  COMP
 RX0094  MODELED GRAV-     980,374.3   (mgal)                       NAVD 88
 RX0094
 RX0094  VERT ORDER  -  FIRST     CLASS II
 RX0094
 RX0094.The horizontal coordinates were scaled from a topographic map and have
 RX0094.an estimated accuracy of +/- 6 seconds.
 RX0094
 RX0094.The orthometric height was determined by differential leveling
 RX0094.and adjusted by the National Geodetic Survey in June 1991..
 RX0094
 RX0094.The geoid height was determined by GEOID03.
 RX0094
 RX0094.The dynamic height is computed by dividing the NAVD 88
 RX0094.geopotential number by the normal gravity value computed on the
 RX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0094.degrees latitude (g = 980.6199 gals.).
 RX0094
 RX0094.The modeled gravity was interpolated from observed gravity values.
 RX0094
 RX0094;                    North         East    Units  Estimated Accuracy
 RX0094;SPC MT       -   280,530.      407,540.      MT  (+/- 180 meters Scaled)
 RX0094
 RX0094                          SUPERSEDED SURVEY CONTROL
 RX0094
 RX0094  NGVD 29 (??/??/92) 1247.687  (m)         4093.45   (f) ADJ UNCH    1 2
 RX0094
 RX0094.Superseded values are not recommended for survey control.
 RX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0094.See file dsdata.txt to determine how the superseded data were derived.
 RX0094
 RX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS220775(NAD 83)
 RX0094_MARKER: DB = BENCH MARK DISK
 RX0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0094_STAMPING: F 457 1936
 RX0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0094+STABILITY: SURFACE MOTION
 RX0094
 RX0094  HISTORY     - Date     Condition        Report By
 RX0094  HISTORY     - 1936     MONUMENTED       CGS
 RX0094  HISTORY     - 1962     GOOD             NGS
 RX0094
 RX0094                          STATION DESCRIPTION
 RX0094
 RX0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0094'10.25 MI N FROM HELENA.
 RX0094'10.25 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0094'NORTHERN PACIFIC RAILROAD AT HELENA, 94 FEET WEST OF THE CENTER LINE
 RX0094'OF THE AVENUE, 2.7 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER
 RX0094'THAN THE AVENUE AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0298 ***********************************************************************
 RW0298  DESIGNATION -  F 458
 RW0298  PID         -  RW0298
 RW0298  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0298  USGS QUAD   -  EAST HELENA (1985)
 RW0298
 RW0298                         *CURRENT SURVEY CONTROL
 RW0298  ___________________________________________________________________
 RW0298* NAD 83(1986)-  46 35 11.     (N)    111 55 32.     (W)     SCALED    
 RW0298* NAVD 88     -      1192.184  (meters)    3911.36   (feet)  ADJUSTED  
 RW0298  ___________________________________________________________________
 RW0298  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RW0298  DYNAMIC HT  -        1191.922 (meters)    3910.50  (feet)  COMP
 RW0298  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 RW0298
 RW0298  VERT ORDER  -  FIRST     CLASS II
 RW0298
 RW0298.The horizontal coordinates were scaled from a topographic map and have
 RW0298.an estimated accuracy of +/- 6 seconds.
 RW0298
 RW0298.The orthometric height was determined by differential leveling
 RW0298.and adjusted by the National Geodetic Survey in June 1991..
 RW0298
 RW0298.The geoid height was determined by GEOID03.
 RW0298
 RW0298.The dynamic height is computed by dividing the NAVD 88
 RW0298.geopotential number by the normal gravity value computed on the
 RW0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0298.degrees latitude (g = 980.6199 gals.).
 RW0298
 RW0298.The modeled gravity was interpolated from observed gravity values.
 RW0298
 RW0298;                    North         East    Units  Estimated Accuracy
 RW0298;SPC MT       -   262,500.      414,240.      MT  (+/- 180 meters Scaled)
 RW0298
 RW0298                          SUPERSEDED SURVEY CONTROL
 RW0298
 RW0298  NGVD 29 (??/??/92) 1191.136  (m)         3907.92   (f) ADJ UNCH    1 2
 RW0298
 RW0298.Superseded values are not recommended for survey control.
 RW0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0298.See file dsdata.txt to determine how the superseded data were derived.
 RW0298
 RW0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS290596(NAD 83)
 RW0298_MARKER: DB = BENCH MARK DISK
 RW0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0298_STAMPING: F 458 1936
 RW0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0298+STABILITY: SURFACE MOTION
 RW0298
 RW0298  HISTORY     - Date     Condition        Report By
 RW0298  HISTORY     - 1936     MONUMENTED       CGS
 RW0298  HISTORY     - 1962     GOOD             NGS
 RW0298
 RW0298                          STATION DESCRIPTION
 RW0298
 RW0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0298'IN EAST HELENA.
 RW0298'AT EAST HELENA, 0.15 MILE SOUTH ALONG THE EAST HELENA- MONTANA CITY
 RW0298'ROAD FROM THE NORTHERN PACIFIC RAILWAY STATION, AT THE JUNCTION OF AN
 RW0298'EAST-WEST DIRT ROAD, 81 FEET WEST OF THE CENTER LINE OF THE ROAD, 21
 RW0298'FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 66.5 FEET SOUTHWEST OF
 RW0298'THE CENTER OF THE WEST END OF A 72-INCH CONCRETE PIPE CULVERT, 33 FEET
 RW0298'WEST OF THE CENTER OF THE SOUTH END OF AN 18-INCH CONCRETE PIPE
 RW0298'CULVERT, 1.3 FEET EAST OF A WITNESS POST ABOUT 1 FOOT LOWER THAN THE
 RW0298'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0273 ***********************************************************************
 RW0273  DESIGNATION -  F 459
 RW0273  PID         -  RW0273
 RW0273  STATE/COUNTY-  MT/JEFFERSON
 RW0273  USGS QUAD   -  EAST HELENA (1985)
 RW0273
 RW0273                         *CURRENT SURVEY CONTROL
 RW0273  ___________________________________________________________________
 RW0273* NAD 83(1986)-  46 33 59.     (N)    111 57 08.     (W)     SCALED    
 RW0273* NAVD 88     -      1267.435  (meters)    4158.24   (feet)  POSTED    
 RW0273  ___________________________________________________________________
 RW0273  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 RW0273  DYNAMIC HT  -        1267.150 (meters)    4157.31  (feet)  COMP
 RW0273  MODELED GRAV-     980,343.5   (mgal)                       NAVD 88
 RW0273
 RW0273  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RW0273
 RW0273.The horizontal coordinates were scaled from a topographic map and have
 RW0273.an estimated accuracy of +/- 6 seconds.
 RW0273
 RW0273.The orthometric height was determined by differential leveling
 RW0273.and adjusted by the National Geodetic Survey in 1992..
 RW0273.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RW0273.rate of 2.1 thru 3.0 mm/km.
 RW0273
 RW0273.The geoid height was determined by GEOID03.
 RW0273
 RW0273.The dynamic height is computed by dividing the NAVD 88
 RW0273.geopotential number by the normal gravity value computed on the
 RW0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0273.degrees latitude (g = 980.6199 gals.).
 RW0273
 RW0273.The modeled gravity was interpolated from observed gravity values.
 RW0273
 RW0273;                    North         East    Units  Estimated Accuracy
 RW0273;SPC MT       -   260,340.      412,130.      MT  (+/- 180 meters Scaled)
 RW0273
 RW0273                          SUPERSEDED SURVEY CONTROL
 RW0273
 RW0273  NGVD 29 (??/??/92) 1266.39   (m)         4154.8    (f) COMPUTED    1 2
 RW0273
 RW0273.Superseded values are not recommended for survey control.
 RW0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0273.See file dsdata.txt to determine how the superseded data were derived.
 RW0273
 RW0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS270574(NAD 83)
 RW0273_MARKER: DB = BENCH MARK DISK
 RW0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0273_STAMPING: F 459 1936
 RW0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0273+STABILITY: SURFACE MOTION
 RW0273
 RW0273  HISTORY     - Date     Condition        Report By
 RW0273  HISTORY     - 1936     MONUMENTED       CGS
 RW0273  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0273
 RW0273                          STATION DESCRIPTION
 RW0273
 RW0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0273'2.2 MI SW FROM EAST HELENA.
 RW0273'2.2 MI. S.W. ALONG COUNTY ROAD FROM N. P. RR. STATION BLDG. ALONG THE
 RW0273'RIGHT OF WAY OF THE COUNTY ROAD FROM EAST HELENA TO JUNCTION WITH U.S.
 RW0273'HWY. NO. 91, 0.4 MI. N.E. ALONG THE COUNTY ROAD FROM JUNCTION WITH
 RW0273'U.S. HWY. NO. 91, 37 FEET N.W. OF CENTERLINE OF ROAD, 175 YDS. S.W. OF
 RW0273'B.M. E 459, 175 YDS. N.E. OF B.M. G 459 AND SET FLUSH WITH THE GROUND.
 RW0273
 RW0273                          STATION RECOVERY (1962)
 RW0273
 RW0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RW0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0120 ***********************************************************************
 QU0120  DESIGNATION -  F 46
 QU0120  PID         -  QU0120
 QU0120  STATE/COUNTY-  MT/POWDER RIVER
 QU0120  USGS QUAD   -  DRY CREEK BUTTE (1982)
 QU0120
 QU0120                         *CURRENT SURVEY CONTROL
 QU0120  ___________________________________________________________________
 QU0120* NAD 83(1986)-  45 19 15.     (N)    105 09 41.     (W)     SCALED    
 QU0120* NAVD 88     -       977.824  (meters)    3208.08   (feet)  ADJUSTED  
 QU0120  ___________________________________________________________________
 QU0120  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 QU0120  DYNAMIC HT  -         977.607 (meters)    3207.37  (feet)  COMP
 QU0120  MODELED GRAV-     980,360.1   (mgal)                       NAVD 88
 QU0120
 QU0120  VERT ORDER  -  FIRST     CLASS II
 QU0120
 QU0120.The horizontal coordinates were scaled from a topographic map and have
 QU0120.an estimated accuracy of +/- 6 seconds.
 QU0120
 QU0120.The orthometric height was determined by differential leveling
 QU0120.and adjusted by the National Geodetic Survey in June 1991..
 QU0120
 QU0120.The geoid height was determined by GEOID03.
 QU0120
 QU0120.The dynamic height is computed by dividing the NAVD 88
 QU0120.geopotential number by the normal gravity value computed on the
 QU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0120.degrees latitude (g = 980.6199 gals.).
 QU0120
 QU0120.The modeled gravity was interpolated from observed gravity values.
 QU0120
 QU0120;                    North         East    Units  Estimated Accuracy
 QU0120;SPC MT       -   128,430.      939,940.      MT  (+/- 180 meters Scaled)
 QU0120
 QU0120                          SUPERSEDED SURVEY CONTROL
 QU0120
 QU0120  NGVD 29 (??/??/92)  977.219  (m)         3206.09   (f) ADJ UNCH    1 2
 QU0120
 QU0120.Superseded values are not recommended for survey control.
 QU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0120.See file dsdata.txt to determine how the superseded data were derived.
 QU0120
 QU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL873186(NAD 83)
 QU0120_MARKER: DB = BENCH MARK DISK
 QU0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0120_STAMPING: F 46 1934
 QU0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0120+STABILITY: SURFACE MOTION
 QU0120
 QU0120  HISTORY     - Date     Condition        Report By
 QU0120  HISTORY     - 1934     MONUMENTED       CGS
 QU0120  HISTORY     - 1975     MARK NOT FOUND   USGS
 QU0120  HISTORY     - 19950928 MARK NOT FOUND   NGS
 QU0120
 QU0120                          STATION DESCRIPTION
 QU0120
 QU0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0120'15.2 MI SE FROM BROADUS.
 QU0120'15.2 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM BROADUS, POWDER
 QU0120'RIVER COUNTY, 0.4 MILE WEST OF A ROAD LEADING TO A RANCH HOUSE,
 QU0120'54 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET SOUTH
 QU0120'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 46 1934
 QU0120'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HWY.
 QU0120'RIGHT-OF-WAY HAS BEEN WIDENED AND THE FENCES HAVE BEEN CHANGED.
 QU0120
 QU0120                          STATION RECOVERY (1975)
 QU0120
 QU0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QU0120'MARK NOT FOUND.
 QU0120
 QU0120                          STATION RECOVERY (1995)
 QU0120
 QU0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0120'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0316 ***********************************************************************
 RW0316  DESIGNATION -  F 460
 RW0316  PID         -  RW0316
 RW0316  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0316  USGS QUAD   -  EAST HELENA (1985)
 RW0316
 RW0316                         *CURRENT SURVEY CONTROL
 RW0316  ___________________________________________________________________
 RW0316* NAD 83(1986)-  46 35 50.     (N)    111 54 51.     (W)     SCALED    
 RW0316* NAVD 88     -      1176.545  (meters)    3860.05   (feet)  ADJUSTED  
 RW0316  ___________________________________________________________________
 RW0316  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RW0316  DYNAMIC HT  -        1176.288 (meters)    3859.20  (feet)  COMP
 RW0316  MODELED GRAV-     980,356.2   (mgal)                       NAVD 88
 RW0316
 RW0316  VERT ORDER  -  FIRST     CLASS II
 RW0316
 RW0316.The horizontal coordinates were scaled from a topographic map and have
 RW0316.an estimated accuracy of +/- 6 seconds.
 RW0316
 RW0316.The orthometric height was determined by differential leveling
 RW0316.and adjusted by the National Geodetic Survey in June 1991..
 RW0316
 RW0316.The geoid height was determined by GEOID03.
 RW0316
 RW0316.The dynamic height is computed by dividing the NAVD 88
 RW0316.geopotential number by the normal gravity value computed on the
 RW0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0316.degrees latitude (g = 980.6199 gals.).
 RW0316
 RW0316.The modeled gravity was interpolated from observed gravity values.
 RW0316
 RW0316;                    North         East    Units  Estimated Accuracy
 RW0316;SPC MT       -   263,680.      415,150.      MT  (+/- 180 meters Scaled)
 RW0316
 RW0316                          SUPERSEDED SURVEY CONTROL
 RW0316
 RW0316  NGVD 29 (??/??/92) 1175.50   (m)         3856.6    (f) COMPUTED    1 2
 RW0316
 RW0316.Superseded values are not recommended for survey control.
 RW0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0316.See file dsdata.txt to determine how the superseded data were derived.
 RW0316
 RW0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299608(NAD 83)
 RW0316_MARKER: DB = BENCH MARK DISK
 RW0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0316_STAMPING: F 460 1936
 RW0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0316+STABILITY: SURFACE MOTION
 RW0316
 RW0316  HISTORY     - Date     Condition        Report By
 RW0316  HISTORY     - 1936     MONUMENTED       CGS
 RW0316  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0316
 RW0316                          STATION DESCRIPTION
 RW0316
 RW0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0316'0.6 MI N FROM EAST HELENA.
 RW0316'0.6 MILE NORTH ALONG THE LAKE HELENA ROAD FROM THE GRADE SCHOOL
 RW0316'BUILDING AT EAST HELENA, LEWIS AND CLARK COUNTY, ABOUT 120 YARDS NORTH
 RW0316'OF BENCH MARK E 460 DESCRIBED ABOVE, 34 FEET EAST OF THE CENTERLINE OF
 RW0316'THE ROAD, AND NEAR A MOUND OF ROCKS.  A STANDARD DISK, STAMPED F 460
 RW0316'1936 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 RW0316'GROUND.  NOTE-- THIS AREA HAS BEEN GRADED AND THE MARK IS PROBABLY
 RW0316'DESTROYED OR COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0341 ***********************************************************************
 RW0341  DESIGNATION -  F 461
 RW0341  PID         -  RW0341
 RW0341  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0341  USGS QUAD   -  EAST HELENA (1985)
 RW0341
 RW0341                         *CURRENT SURVEY CONTROL
 RW0341  ___________________________________________________________________
 RW0341* NAD 83(1986)-  46 37 29.     (N)    111 54 47.     (W)     SCALED    
 RW0341* NAVD 88     -      1150.559  (meters)    3774.79   (feet)  ADJUSTED  
 RW0341  ___________________________________________________________________
 RW0341  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RW0341  DYNAMIC HT  -        1150.314 (meters)    3773.99  (feet)  COMP
 RW0341  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 RW0341
 RW0341  VERT ORDER  -  FIRST     CLASS II
 RW0341
 RW0341.The horizontal coordinates were scaled from a topographic map and have
 RW0341.an estimated accuracy of +/- 6 seconds.
 RW0341
 RW0341.The orthometric height was determined by differential leveling
 RW0341.and adjusted by the National Geodetic Survey in June 1991..
 RW0341
 RW0341.The geoid height was determined by GEOID03.
 RW0341
 RW0341.The dynamic height is computed by dividing the NAVD 88
 RW0341.geopotential number by the normal gravity value computed on the
 RW0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0341.degrees latitude (g = 980.6199 gals.).
 RW0341
 RW0341.The modeled gravity was interpolated from observed gravity values.
 RW0341
 RW0341;                    North         East    Units  Estimated Accuracy
 RW0341;SPC MT       -   266,730.      415,330.      MT  (+/- 180 meters Scaled)
 RW0341
 RW0341                          SUPERSEDED SURVEY CONTROL
 RW0341
 RW0341  NGVD 29 (??/??/92) 1149.520  (m)         3771.38   (f) ADJ UNCH    1 2
 RW0341
 RW0341.Superseded values are not recommended for survey control.
 RW0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0341.See file dsdata.txt to determine how the superseded data were derived.
 RW0341
 RW0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS301638(NAD 83)
 RW0341_MARKER: DB = BENCH MARK DISK
 RW0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0341_STAMPING: F 461 1936
 RW0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0341+STABILITY: SURFACE MOTION
 RW0341
 RW0341  HISTORY     - Date     Condition        Report By
 RW0341  HISTORY     - 1936     MONUMENTED       CGS
 RW0341  HISTORY     - 1962     GOOD             NGS
 RW0341
 RW0341                          STATION DESCRIPTION
 RW0341
 RW0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0341'2.25 MI N FROM EAST HELENA.
 RW0341'2.15 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0341'THE GRADE SCHOOL AT EAST HELENA, THENCE 0.1 MILE NORTHEAST ALONG A
 RW0341'POWER LINE, DIRECTLY BENEATH THE CENTER OF STEEL TOWER 596, AND SET IN
 RW0341'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0366 ***********************************************************************
 RW0366  DESIGNATION -  F 462
 RW0366  PID         -  RW0366
 RW0366  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0366  USGS QUAD   -  HAUSER LAKE (1972)
 RW0366
 RW0366                         *CURRENT SURVEY CONTROL
 RW0366  ___________________________________________________________________
 RW0366* NAD 83(1986)-  46 39 38.     (N)    111 51 30.     (W)     SCALED    
 RW0366* NAVD 88     -      1162.842  (meters)    3815.09   (feet)  ADJUSTED  
 RW0366  ___________________________________________________________________
 RW0366  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RW0366  DYNAMIC HT  -        1162.612 (meters)    3814.34  (feet)  COMP
 RW0366  MODELED GRAV-     980,376.4   (mgal)                       NAVD 88
 RW0366
 RW0366  VERT ORDER  -  FIRST     CLASS II
 RW0366
 RW0366.The horizontal coordinates were scaled from a topographic map and have
 RW0366.an estimated accuracy of +/- 6 seconds.
 RW0366
 RW0366.The orthometric height was determined by differential leveling
 RW0366.and adjusted by the National Geodetic Survey in June 1991..
 RW0366
 RW0366.The geoid height was determined by GEOID03.
 RW0366
 RW0366.The dynamic height is computed by dividing the NAVD 88
 RW0366.geopotential number by the normal gravity value computed on the
 RW0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0366.degrees latitude (g = 980.6199 gals.).
 RW0366
 RW0366.The modeled gravity was interpolated from observed gravity values.
 RW0366
 RW0366;                    North         East    Units  Estimated Accuracy
 RW0366;SPC MT       -   270,580.      419,640.      MT  (+/- 180 meters Scaled)
 RW0366
 RW0366                          SUPERSEDED SURVEY CONTROL
 RW0366
 RW0366  NGVD 29 (??/??/92) 1161.819  (m)         3811.73   (f) ADJ UNCH    1 2
 RW0366
 RW0366.Superseded values are not recommended for survey control.
 RW0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0366.See file dsdata.txt to determine how the superseded data were derived.
 RW0366
 RW0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS343678(NAD 83)
 RW0366_MARKER: DB = BENCH MARK DISK
 RW0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0366_STAMPING: F 462 1936
 RW0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0366+STABILITY: SURFACE MOTION
 RW0366
 RW0366  HISTORY     - Date     Condition        Report By
 RW0366  HISTORY     - 1936     MONUMENTED       CGS
 RW0366  HISTORY     - 1962     GOOD             NGS
 RW0366  HISTORY     - 1972     MARK NOT FOUND   USGS
 RW0366
 RW0366                          STATION DESCRIPTION
 RW0366
 RW0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0366'6.2 MI NE FROM EAST HELENA.
 RW0366'2.15 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0366'THE GRADE SCHOOL AT EAST HELENA, THENCE 1.9 MILES NORTHEAST ALONG A
 RW0366'POWER LINE, THENCE 2.15 MILES NORTHEAST ALONG THE YORK ROAD, AT THE T
 RW0366'JUNCTION OF FENCES, 44 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RW0366'ROAD, 8.7 FEET SOUTHEAST OF A FENCE, 14 FEET EAST OF THE FENCE
 RW0366'JUNCTION POST, 0.8 FOOT NORTH OF AN EAST-WEST FENCE, ABOUT LEVEL WITH
 RW0366'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RW0366
 RW0366                          STATION RECOVERY (1972)
 RW0366
 RW0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RW0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0395 ***********************************************************************
 RW0395  DESIGNATION -  F 463
 RW0395  PID         -  RW0395
 RW0395  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0395  USGS QUAD   -  HAUSER LAKE (1972)
 RW0395
 RW0395                         *CURRENT SURVEY CONTROL
 RW0395  ___________________________________________________________________
 RW0395* NAD 83(1986)-  46 41 47.     (N)    111 48 44.     (W)     SCALED    
 RW0395* NAVD 88     -      1173.029  (meters)    3848.51   (feet)  ADJUSTED  
 RW0395  ___________________________________________________________________
 RW0395  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 RW0395  DYNAMIC HT  -        1172.817 (meters)    3847.82  (feet)  COMP
 RW0395  MODELED GRAV-     980,393.5   (mgal)                       NAVD 88
 RW0395
 RW0395  VERT ORDER  -  FIRST     CLASS II
 RW0395
 RW0395.The horizontal coordinates were scaled from a topographic map and have
 RW0395.an estimated accuracy of +/- 6 seconds.
 RW0395
 RW0395.The orthometric height was determined by differential leveling
 RW0395.and adjusted by the National Geodetic Survey in June 1991..
 RW0395
 RW0395.The geoid height was determined by GEOID03.
 RW0395
 RW0395.The dynamic height is computed by dividing the NAVD 88
 RW0395.geopotential number by the normal gravity value computed on the
 RW0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0395.degrees latitude (g = 980.6199 gals.).
 RW0395
 RW0395.The modeled gravity was interpolated from observed gravity values.
 RW0395
 RW0395;                    North         East    Units  Estimated Accuracy
 RW0395;SPC MT       -   274,460.      423,280.      MT  (+/- 180 meters Scaled)
 RW0395
 RW0395                          SUPERSEDED SURVEY CONTROL
 RW0395
 RW0395  NGVD 29 (??/??/92) 1172.027  (m)         3845.23   (f) ADJ UNCH    1 2
 RW0395
 RW0395.Superseded values are not recommended for survey control.
 RW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0395.See file dsdata.txt to determine how the superseded data were derived.
 RW0395
 RW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS379717(NAD 83)
 RW0395_MARKER: DB = BENCH MARK DISK
 RW0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0395_STAMPING: F 463 1936
 RW0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0395+STABILITY: SURFACE MOTION
 RW0395
 RW0395  HISTORY     - Date     Condition        Report By
 RW0395  HISTORY     - 1936     MONUMENTED       CGS
 RW0395  HISTORY     - 1962     GOOD             NGS
 RW0395
 RW0395                          STATION DESCRIPTION
 RW0395
 RW0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0395'5.1 MI SW FROM YORK.
 RW0395'4.75 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK,
 RW0395'THENCE 0.35 MILE SOUTH ALONG THE EDGE OF A CLIFF, 130 FEET SOUTHWEST
 RW0395'OF BENCH MARK G 463, ON THE TOP OF A RIDGE WEST OF THE ROAD, ON A
 RW0395'POINT OF THE CLIFF WHERE RIDGE LEADS SOUTH-SOUTHWEST DOWN TO THE ROAD,
 RW0395'25 FEET WEST OF A DEAD CEDAR SNAG, 10 FEET SOUTH OF A 12-INCH PINE
 RW0395'TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RW0395'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0396 ***********************************************************************
 RW0396  DESIGNATION -  F 463 RESET
 RW0396  PID         -  RW0396
 RW0396  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0396  USGS QUAD   -  HAUSER LAKE (1972)
 RW0396
 RW0396                         *CURRENT SURVEY CONTROL
 RW0396  ___________________________________________________________________
 RW0396* NAD 83(1986)-  46 41 47.     (N)    111 48 44.     (W)     SCALED    
 RW0396* NAVD 88     -      1174.47   (meters)    3853.2    (feet)  RESET     
 RW0396  ___________________________________________________________________
 RW0396  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 RW0396
 RW0396  VERT ORDER  -  THIRD
 RW0396
 RW0396.The horizontal coordinates were scaled from a topographic map and have
 RW0396.an estimated accuracy of +/- 6 seconds.
 RW0396
 RW0396.The orthometric height was computed from unverified reset data.
 RW0396.No vertical observational check was made to the station.
 RW0396
 RW0396.The geoid height was determined by GEOID03.
 RW0396
 RW0396;                    North         East    Units  Estimated Accuracy
 RW0396;SPC MT       -   274,460.      423,280.      MT  (+/- 180 meters Scaled)
 RW0396
 RW0396                          SUPERSEDED SURVEY CONTROL
 RW0396
 RW0396  NGVD 29 (03/30/06) 1173.47   (m)         3850.0    (f) RESET       3  
 RW0396
 RW0396.Superseded values are not recommended for survey control.
 RW0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0396.See file dsdata.txt to determine how the superseded data were derived.
 RW0396
 RW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS379717(NAD 83)
 RW0396_MARKER: DB = BENCH MARK DISK
 RW0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0396_STAMPING: F 463 RESET 1974
 RW0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0396+STABILITY: SURFACE MOTION
 RW0396
 RW0396  HISTORY     - Date     Condition        Report By
 RW0396  HISTORY     - 1974     MONUMENTED       MTDH
 RW0396
 RW0396                          STATION DESCRIPTION
 RW0396
 RW0396'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1974
 RW0396'1.68 MI NE FROM YORK.
 RW0396'1.68 MILES NORTHEAST ALONG THE HELENA YORK ROAD FROM THE LAKESIDE
 RW0396'MARIAN, ON TOP OF A CUT, 129 FEET LEFT OF THE CENTERLINE OF THE ROAD
 RW0396'HIGHWAY STATION 670+00, 46.4 FEET HIGHER THAN THE ROAD AND SET IN THE
 RW0396'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0428 ***********************************************************************
 RW0428  DESIGNATION -  F 464
 RW0428  PID         -  RW0428
 RW0428  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0428  USGS QUAD   -  HAUSER LAKE (1972)
 RW0428
 RW0428                         *CURRENT SURVEY CONTROL
 RW0428  ___________________________________________________________________
 RW0428* NAD 83(1986)-  46 42 31.     (N)    111 47 24.     (W)     SCALED    
 RW0428* NAVD 88     -      1137.478  (meters)    3731.88   (feet)  ADJUSTED  
 RW0428  ___________________________________________________________________
 RW0428  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 RW0428  DYNAMIC HT  -        1137.252 (meters)    3731.13  (feet)  COMP
 RW0428  MODELED GRAV-     980,376.9   (mgal)                       NAVD 88
 RW0428
 RW0428  VERT ORDER  -  FIRST     CLASS II
 RW0428
 RW0428.The horizontal coordinates were scaled from a topographic map and have
 RW0428.an estimated accuracy of +/- 6 seconds.
 RW0428
 RW0428.The orthometric height was determined by differential leveling
 RW0428.and adjusted by the National Geodetic Survey in June 1991..
 RW0428
 RW0428.The geoid height was determined by GEOID03.
 RW0428
 RW0428.The dynamic height is computed by dividing the NAVD 88
 RW0428.geopotential number by the normal gravity value computed on the
 RW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0428.degrees latitude (g = 980.6199 gals.).
 RW0428
 RW0428.The modeled gravity was interpolated from observed gravity values.
 RW0428
 RW0428;                    North         East    Units  Estimated Accuracy
 RW0428;SPC MT       -   275,760.      425,020.      MT  (+/- 180 meters Scaled)
 RW0428
 RW0428                          SUPERSEDED SURVEY CONTROL
 RW0428
 RW0428  NGVD 29 (??/??/92) 1136.45   (m)         3728.5    (f) COMPUTED    1 2
 RW0428
 RW0428.Superseded values are not recommended for survey control.
 RW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0428.See file dsdata.txt to determine how the superseded data were derived.
 RW0428
 RW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS396730(NAD 83)
 RW0428_MARKER: DB = BENCH MARK DISK
 RW0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0428_STAMPING: F 464 1936
 RW0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0428+STABILITY: SURFACE MOTION
 RW0428
 RW0428  HISTORY     - Date     Condition        Report By
 RW0428  HISTORY     - 1936     MONUMENTED       CGS
 RW0428  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0428
 RW0428                          STATION DESCRIPTION
 RW0428
 RW0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0428'2.8 MI SW FROM YORK.
 RW0428'2.8 MI. S.W. ALONG COUNTY ROAD FROM YORK.  ALONG THE RIGHT OF WAY OF
 RW0428'THE COUNTY ROAD FROM EAST HELENA TO YORK, 0.7 MI. N.E. ALONG COUNTY
 RW0428'ROAD FROM HWY. BRIDGE ACROSS THE MISSOURI RIVER, SET AT THE BASE OF A
 RW0428'BEDROCK OUTCROP, 24 FEET N.W. OF CENTERLINE OF ROAD, 53 FEET S.W. OF
 RW0428'12 IN. PINE TREE, 415 YDS.  N.E. OF B.M. E 464, 0.4 MI. S.W. OF B.M. H
 RW0428'464.
 RW0428
 RW0428                          STATION RECOVERY (1962)
 RW0428
 RW0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RW0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0208 ***********************************************************************
 RX0208  DESIGNATION -  F 465
 RX0208  PID         -  RX0208
 RX0208  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0208  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0208
 RX0208                         *CURRENT SURVEY CONTROL
 RX0208  ___________________________________________________________________
 RX0208* NAD 83(1986)-  46 38 43.     (N)    112 04 40.     (W)     SCALED    
 RX0208* NAVD 88     -      1213.214  (meters)    3980.35   (feet)  ADJUSTED  
 RX0208  ___________________________________________________________________
 RX0208  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0208  DYNAMIC HT  -        1212.954 (meters)    3979.50  (feet)  COMP
 RX0208  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 RX0208
 RX0208  VERT ORDER  -  FIRST     CLASS II
 RX0208
 RX0208.The horizontal coordinates were scaled from a topographic map and have
 RX0208.an estimated accuracy of +/- 6 seconds.
 RX0208
 RX0208.The orthometric height was determined by differential leveling
 RX0208.and adjusted by the National Geodetic Survey in June 1991..
 RX0208.WARNING-Repeat measurements at this control monument indicate possible
 RX0208.vertical movement.
 RX0208
 RX0208.The geoid height was determined by GEOID03.
 RX0208
 RX0208.The dynamic height is computed by dividing the NAVD 88
 RX0208.geopotential number by the normal gravity value computed on the
 RX0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0208.degrees latitude (g = 980.6199 gals.).
 RX0208
 RX0208.The modeled gravity was interpolated from observed gravity values.
 RX0208
 RX0208;                    North         East    Units  Estimated Accuracy
 RX0208;SPC MT       -   269,410.      402,800.      MT  (+/- 180 meters Scaled)
 RX0208
 RX0208                          SUPERSEDED SURVEY CONTROL
 RX0208
 RX0208  NGVD 29 (??/??/92) 1212.175  (m)         3976.94   (f) ADJ UNCH    1 2
 RX0208
 RX0208.Superseded values are not recommended for survey control.
 RX0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0208.See file dsdata.txt to determine how the superseded data were derived.
 RX0208
 RX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS175663(NAD 83)
 RX0208_MARKER: DB = BENCH MARK DISK
 RX0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0208_STAMPING: F 465 1936
 RX0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0208+STABILITY: SURFACE MOTION
 RX0208
 RX0208  HISTORY     - Date     Condition        Report By
 RX0208  HISTORY     - 1936     MONUMENTED       CGS
 RX0208  HISTORY     - 1962     GOOD             NGS
 RX0208
 RX0208                          STATION DESCRIPTION
 RX0208
 RX0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0208'3.15 MI NW FROM HELENA.
 RX0208'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0208'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 1.15 MILES WEST ALONG A
 RX0208'COUNTY ROAD, 140 YARDS EAST OF G 465, 42 FEET SOUTH OF THE CENTER LINE
 RX0208'OF THE ROAD, 40 FEET WEST OF THE CENTER OF A SHALLOW WASH, 61 FEET
 RX0208'SOUTH OF AND ACROSS THE ROAD FROM A FENCE, 1.4 FEET NORTH OF A WITNESS
 RX0208'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RX0208'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0232 ***********************************************************************
 RX0232  DESIGNATION -  F 466
 RX0232  PID         -  RX0232
 RX0232  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0232  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0232
 RX0232                         *CURRENT SURVEY CONTROL
 RX0232  ___________________________________________________________________
 RX0232* NAD 83(1986)-  46 37 50.     (N)    112 05 54.     (W)     SCALED    
 RX0232* NAVD 88     -      1208.892  (meters)    3966.17   (feet)  ADJUSTED  
 RX0232  ___________________________________________________________________
 RX0232  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0232  DYNAMIC HT  -        1208.631 (meters)    3965.32  (feet)  COMP
 RX0232  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 RX0232
 RX0232  VERT ORDER  -  FIRST     CLASS II
 RX0232
 RX0232.The horizontal coordinates were scaled from a topographic map and have
 RX0232.an estimated accuracy of +/- 6 seconds.
 RX0232
 RX0232.The orthometric height was determined by differential leveling
 RX0232.and adjusted by the National Geodetic Survey in June 1991..
 RX0232
 RX0232.The geoid height was determined by GEOID03.
 RX0232
 RX0232.The dynamic height is computed by dividing the NAVD 88
 RX0232.geopotential number by the normal gravity value computed on the
 RX0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0232.degrees latitude (g = 980.6199 gals.).
 RX0232
 RX0232.The modeled gravity was interpolated from observed gravity values.
 RX0232
 RX0232;                    North         East    Units  Estimated Accuracy
 RX0232;SPC MT       -   267,830.      401,180.      MT  (+/- 180 meters Scaled)
 RX0232
 RX0232                          SUPERSEDED SURVEY CONTROL
 RX0232
 RX0232  NGVD 29 (??/??/92) 1207.848  (m)         3962.75   (f) ADJ UNCH    1 2
 RX0232
 RX0232.Superseded values are not recommended for survey control.
 RX0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0232.See file dsdata.txt to determine how the superseded data were derived.
 RX0232
 RX0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS159646(NAD 83)
 RX0232_MARKER: DB = BENCH MARK DISK
 RX0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0232_STAMPING: F 466 1936
 RX0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0232+STABILITY: SURFACE MOTION
 RX0232
 RX0232  HISTORY     - Date     Condition        Report By
 RX0232  HISTORY     - 1936     MONUMENTED       CGS
 RX0232  HISTORY     - 1962     GOOD             NGS
 RX0232
 RX0232                          STATION DESCRIPTION
 RX0232
 RX0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0232'IN FORT HARRISON.
 RX0232'AT FORT HARRISON, 0.15 MILE WEST OF THE JUNCTION OF HELENA-MARYSVILLE
 RX0232'ROAD AND NORTHEAST BOUNDARY FENCE CORNER, 130 YARDS WEST OF BENCH MARK
 RX0232'E 466, 28 FEET SOUTH OF THE CENTER LINE OF A COUNTY ROAD, 118 FEET
 RX0232'SOUTHWEST OF AND ACROSS THE ROAD FROM THE FIRST POWER LINE POLE WEST
 RX0232'OF BENCH MARK E 466, 2.0 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE
 RX0232'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 RX0232'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0258 ***********************************************************************
 RX0258  DESIGNATION -  F 467
 RX0258  PID         -  RX0258
 RX0258  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0258  USGS QUAD   -  HELENA (1985)
 RX0258
 RX0258                         *CURRENT SURVEY CONTROL
 RX0258  ___________________________________________________________________
 RX0258* NAD 83(1986)-  46 36 55.     (N)    112 05 56.     (W)     SCALED    
 RX0258* NAVD 88     -      1214.985  (meters)    3986.16   (feet)  ADJUSTED  
 RX0258  ___________________________________________________________________
 RX0258  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0258  DYNAMIC HT  -        1214.716 (meters)    3985.28  (feet)  COMP
 RX0258  MODELED GRAV-     980,351.0   (mgal)                       NAVD 88
 RX0258
 RX0258  VERT ORDER  -  FIRST     CLASS II
 RX0258
 RX0258.The horizontal coordinates were scaled from a topographic map and have
 RX0258.an estimated accuracy of +/- 6 seconds.
 RX0258
 RX0258.The orthometric height was determined by differential leveling
 RX0258.and adjusted by the National Geodetic Survey in June 1991..
 RX0258
 RX0258.The geoid height was determined by GEOID03.
 RX0258
 RX0258.The dynamic height is computed by dividing the NAVD 88
 RX0258.geopotential number by the normal gravity value computed on the
 RX0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0258.degrees latitude (g = 980.6199 gals.).
 RX0258
 RX0258.The modeled gravity was interpolated from observed gravity values.
 RX0258
 RX0258;                    North         East    Units  Estimated Accuracy
 RX0258;SPC MT       -   266,140.      401,080.      MT  (+/- 180 meters Scaled)
 RX0258
 RX0258                          SUPERSEDED SURVEY CONTROL
 RX0258
 RX0258  NGVD 29 (??/??/92) 1213.995  (m)         3982.92   (f) ADJ UNCH    1 2
 RX0258
 RX0258.Superseded values are not recommended for survey control.
 RX0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0258.See file dsdata.txt to determine how the superseded data were derived.
 RX0258
 RX0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS158629(NAD 83)
 RX0258_MARKER: DB = BENCH MARK DISK
 RX0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0258_STAMPING: F 467 1936
 RX0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0258+STABILITY: SURFACE MOTION
 RX0258
 RX0258  HISTORY     - Date     Condition        Report By
 RX0258  HISTORY     - 1936     MONUMENTED       CGS
 RX0258  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0258
 RX0258                          STATION DESCRIPTION
 RX0258
 RX0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0258'IN FORT HARRISON.
 RX0258'AT FORT HARRISON, LEWIS AND CLARK COUNTY, ON THE RESERVATION, 0.2 MILE
 RX0258'WEST OF THE MAIN ENTRANCE, 100 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 RX0258'OF THE RECREATION HALL, AND 49 FEET NORTH OF THE CENTERLINE OF THE
 RX0258'MAIN ROAD LEADING TO FORT HARRISON.  A STANDARD DISK, STAMPED F 467
 RX0258'1936 AND SET IN THE TOP OF A GRANITE POST.  NOTE-- LANDSCAPING WORK IN
 RX0258'THIS AREA MAY HAVE COVERED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0010 ***********************************************************************
 RX0010  DESIGNATION -  F 468
 RX0010  PID         -  RX0010
 RX0010  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0010  USGS QUAD   -  HELENA (1985)
 RX0010
 RX0010                         *CURRENT SURVEY CONTROL
 RX0010  ___________________________________________________________________
 RX0010* NAD 83(1986)-  46 36 20.     (N)    112 02 39.     (W)     SCALED    
 RX0010* NAVD 88     -      1202.253  (meters)    3944.39   (feet)  ADJUSTED  
 RX0010  ___________________________________________________________________
 RX0010  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0010  DYNAMIC HT  -        1202.006 (meters)    3943.58  (feet)  COMP
 RX0010  MODELED GRAV-     980,367.4   (mgal)                       NAVD 88
 RX0010
 RX0010  VERT ORDER  -  FIRST     CLASS II
 RX0010
 RX0010.The horizontal coordinates were scaled from a topographic map and have
 RX0010.an estimated accuracy of +/- 6 seconds.
 RX0010
 RX0010.The orthometric height was determined by differential leveling
 RX0010.and adjusted by the National Geodetic Survey in June 1991..
 RX0010
 RX0010.The geoid height was determined by GEOID03.
 RX0010
 RX0010.The dynamic height is computed by dividing the NAVD 88
 RX0010.geopotential number by the normal gravity value computed on the
 RX0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0010.degrees latitude (g = 980.6199 gals.).
 RX0010
 RX0010.The modeled gravity was interpolated from observed gravity values.
 RX0010
 RX0010;                    North         East    Units  Estimated Accuracy
 RX0010;SPC MT       -   264,920.      405,230.      MT  (+/- 180 meters Scaled)
 RX0010
 RX0010                          SUPERSEDED SURVEY CONTROL
 RX0010
 RX0010  NGVD 29 (??/??/92) 1201.227  (m)         3941.03   (f) ADJ UNCH    1 2
 RX0010
 RX0010.Superseded values are not recommended for survey control.
 RX0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0010.See file dsdata.txt to determine how the superseded data were derived.
 RX0010
 RX0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS200618(NAD 83)
 RX0010_MARKER: DB = BENCH MARK DISK
 RX0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0010_STAMPING: F 468 1936
 RX0010_PROJECTION: FLUSH
 RX0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0010+STABILITY: SURFACE MOTION
 RX0010
 RX0010  HISTORY     - Date     Condition        Report By
 RX0010  HISTORY     - 1936     MONUMENTED       CGS
 RX0010  HISTORY     - 1962     GOOD             NGS
 RX0010  HISTORY     - 1968     GOOD             NGS
 RX0010  HISTORY     - 1979     GOOD             NGS
 RX0010  HISTORY     - 1982     GOOD             NGS
 RX0010
 RX0010                          STATION DESCRIPTION
 RX0010
 RX0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0010'0.1 MI WNW FROM HELENA.
 RX0010'0.1 MILE WEST-NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0010'CROSSING OF BENTON AVENUE AT HELENA, 40 FEET SOUTH-SOUTHEAST OF THE
 RX0010'SECOND POLE WEST-NORTHWEST OF MILEPOLE 213, 50.8 FEET SOUTH-SOUTHWEST
 RX0010'OF THE NEAR RAIL, 1.3 FEET SOUTH-SOUTHWEST OF A WITNESS POST, 3 FEET
 RX0010'SOUTH-SOUTHWEST OF A FENCE, ABOUT 7 1/2 FEET LOWER THEN THE TRACK, AND
 RX0010'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 RX0010'GROUND.
 RX0010
 RX0010                          STATION RECOVERY (1968)
 RX0010
 RX0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RX0010'RECOVERED IN GOOD CONDITION.
 RX0010
 RX0010                          STATION RECOVERY (1979)
 RX0010
 RX0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0010'0.1 MILE WEST-NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM BENTON
 RX0010'AVENUE IN HELENA, 195 FEET WEST-SOUTHWEST OF A RAILROAD SWITCH, AND
 RX0010'50.8 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL.
 RX0010'THE MARK IS 1.3 FT  SSW FROM A WITNESS POST.
 RX0010'THE MARK IS 6 FT BELOW THE TRACKS.
 RX0010
 RX0010                          STATION RECOVERY (1982)
 RX0010
 RX0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RX0010'0.8 KM (0.5 MI) NORTH ALONG BENTON AVE FROM THE INTERSECTION WITH
 RX0010'LYNNDALE STREET AT CARROL COLLEGE IN HELENA THENCE 0.16 KM (0.1 MI)
 RX0010'WEST ALONG THE ABANDONED RAILROAD BED TO THE MARK ON THE RIGHT 15.8 M
 RX0010'(52 FT) SOUTH OF THE CENTER OF THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1001 ***********************************************************************
 RX1001  DESIGNATION -  F 468 RESET
 RX1001  PID         -  RX1001
 RX1001  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX1001  USGS QUAD   -  HELENA (1985)
 RX1001
 RX1001                         *CURRENT SURVEY CONTROL
 RX1001  ___________________________________________________________________
 RX1001* NAD 83(1986)-  46 36 20.     (N)    112 02 39.     (W)     SCALED    
 RX1001* NAVD 88     -      1204.68   (meters)    3952.4    (feet)  RESET     
 RX1001  ___________________________________________________________________
 RX1001  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX1001
 RX1001  VERT ORDER  -  THIRD
 RX1001
 RX1001.The horizontal coordinates were scaled from a topographic map and have
 RX1001.an estimated accuracy of +/- 6 seconds.
 RX1001
 RX1001.The orthometric height was computed from unverified reset data.
 RX1001.No vertical observational check was made to the station.
 RX1001
 RX1001.The geoid height was determined by GEOID03.
 RX1001
 RX1001;                    North         East    Units  Estimated Accuracy
 RX1001;SPC MT       -   264,920.      405,230.      MT  (+/- 180 meters Scaled)
 RX1001
 RX1001                          SUPERSEDED SURVEY CONTROL
 RX1001
 RX1001  NGVD 29 (03/30/06) 1203.65   (m)         3949.0    (f) RESET       3  
 RX1001
 RX1001.Superseded values are not recommended for survey control.
 RX1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1001.See file dsdata.txt to determine how the superseded data were derived.
 RX1001
 RX1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS200618(NAD 83)
 RX1001_MARKER: DV = VERTICAL CONTROL DISK
 RX1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX1001_SP_SET: CONCRETE POST
 RX1001_STAMPING: F 468 RESET 1982
 RX1001_MARK LOGO: NGS   
 RX1001_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX1001+STABILITY: SURFACE MOTION
 RX1001
 RX1001  HISTORY     - Date     Condition        Report By
 RX1001  HISTORY     - 1982     MONUMENTED       NGS
 RX1001
 RX1001                          STATION DESCRIPTION
 RX1001
 RX1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RX1001'0.8 KM (0.50 MI) NORTH ALONG BENTON AVENUE FROM THE INTERSECTION WITH
 RX1001'LYNN DALE STREET AT CARROL COLLEGE IN HELENA TO THE MARK ON THE LEFT,
 RX1001'22.6 M (74.1 FT) WEST OF THE CENTER OF BENTON AVENUE, 10.36 M
 RX1001'(33.99 FT) WEST OF THE NORTHEAST CORNER OF A CEMETERY, 0.3 M
 RX1001'(1.0 FT) NORTH OF THE CEMETERY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0089 ***********************************************************************
 QW0089  DESIGNATION -  F 47
 QW0089  PID         -  QW0089
 QW0089  STATE/COUNTY-  MT/CARBON
 QW0089  USGS QUAD   -  WARREN (1969)
 QW0089
 QW0089                         *CURRENT SURVEY CONTROL
 QW0089  ___________________________________________________________________
 QW0089* NAD 83(1986)-  45 06 53.     (N)    108 44 51.     (W)     SCALED    
 QW0089* NAVD 88     -      1297.011  (meters)    4255.28   (feet)  ADJUSTED  
 QW0089  ___________________________________________________________________
 QW0089  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 QW0089  DYNAMIC HT  -        1296.528 (meters)    4253.69  (feet)  COMP
 QW0089  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 QW0089
 QW0089  VERT ORDER  -  FIRST     CLASS II
 QW0089
 QW0089.The horizontal coordinates were scaled from a topographic map and have
 QW0089.an estimated accuracy of +/- 6 seconds.
 QW0089
 QW0089.The orthometric height was determined by differential leveling
 QW0089.and adjusted by the National Geodetic Survey in June 1991..
 QW0089
 QW0089.The geoid height was determined by GEOID03.
 QW0089
 QW0089.The dynamic height is computed by dividing the NAVD 88
 QW0089.geopotential number by the normal gravity value computed on the
 QW0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0089.degrees latitude (g = 980.6199 gals.).
 QW0089
 QW0089.The modeled gravity was interpolated from observed gravity values.
 QW0089
 QW0089;                    North         East    Units  Estimated Accuracy
 QW0089;SPC MT       -    96,400.      659,210.      MT  (+/- 180 meters Scaled)
 QW0089
 QW0089                          SUPERSEDED SURVEY CONTROL
 QW0089
 QW0089  NGVD 29 (??/??/92) 1296.056  (m)         4252.14   (f) ADJ UNCH    1 2
 QW0089
 QW0089.Superseded values are not recommended for survey control.
 QW0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0089.See file dsdata.txt to determine how the superseded data were derived.
 QW0089
 QW0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ771981(NAD 83)
 QW0089_MARKER: DB = BENCH MARK DISK
 QW0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0089_SP_SET: CULVERT
 QW0089_STAMPING: F 47 1933
 QW0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0089
 QW0089  HISTORY     - Date     Condition        Report By
 QW0089  HISTORY     - 1933     MONUMENTED       CGS
 QW0089  HISTORY     - 1969     GOOD             USGS
 QW0089
 QW0089                          STATION DESCRIPTION
 QW0089
 QW0089'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QW0089'3.5 MI N FROM WARREN.
 QW0089'TO REACH THE MARK FROM THE INTERSECTIONOF U.S. 310 AND THE PRYOR
 QW0089'MOUNTAIN ROAD IN WARREN HEAD NORTH ON U.S. 310 5.7 MILES TO A T-RD.
 QW0089'EAST AND TWO (2) 36 IN. CULVERTS UNDER THE HIGHWAY.  TURN LEFT
 QW0089'SOUTHWEST ACROSS COUNTRYTOWARDS THE RAILROAD, AND GO 0.1 MILES ON THE
 QW0089'SOUTH SIDE OF THE DRAIN TO THE MARK IN THE NORTH CORNER OF THE WEST
 QW0089'HEADWALL OF CULVERT 471.41 UNDER RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0335 ***********************************************************************
 TN0335  DESIGNATION -  F 470
 TN0335  PID         -  TN0335
 TN0335  STATE/COUNTY-  MT/LINCOLN
 TN0335  USGS QUAD   -  TROY (1983)
 TN0335
 TN0335                         *CURRENT SURVEY CONTROL
 TN0335  ___________________________________________________________________
 TN0335* NAD 83(1986)-  48 29 02.     (N)    115 54 18.     (W)     SCALED    
 TN0335* NAVD 88     -       615.957  (meters)    2020.85   (feet)  ADJUSTED  
 TN0335  ___________________________________________________________________
 TN0335  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0335  DYNAMIC HT  -         616.010 (meters)    2021.03  (feet)  COMP
 TN0335  MODELED GRAV-     980,677.3   (mgal)                       NAVD 88
 TN0335
 TN0335  VERT ORDER  -  FIRST     CLASS II
 TN0335
 TN0335.The horizontal coordinates were scaled from a topographic map and have
 TN0335.an estimated accuracy of +/- 6 seconds.
 TN0335
 TN0335.The orthometric height was determined by differential leveling
 TN0335.and adjusted by the National Geodetic Survey in June 1991..
 TN0335
 TN0335.The geoid height was determined by GEOID03.
 TN0335
 TN0335.The dynamic height is computed by dividing the NAVD 88
 TN0335.geopotential number by the normal gravity value computed on the
 TN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0335.degrees latitude (g = 980.6199 gals.).
 TN0335
 TN0335.The modeled gravity was interpolated from observed gravity values.
 TN0335
 TN0335;                    North         East    Units  Estimated Accuracy
 TN0335;SPC MT       -   489,830.      127,170.      MT  (+/- 180 meters Scaled)
 TN0335
 TN0335                          SUPERSEDED SURVEY CONTROL
 TN0335
 TN0335  NGVD 29 (??/??/92)  614.789  (m)         2017.02   (f) ADJ UNCH    1 2
 TN0335
 TN0335.Superseded values are not recommended for survey control.
 TN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0335.See file dsdata.txt to determine how the superseded data were derived.
 TN0335
 TN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP809706(NAD 83)
 TN0335_MARKER: DB = BENCH MARK DISK
 TN0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0335_STAMPING: F 470 1944
 TN0335_PROJECTION: FLUSH
 TN0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0335+STABILITY: SURFACE MOTION
 TN0335
 TN0335  HISTORY     - Date     Condition        Report By
 TN0335  HISTORY     - 1944     MONUMENTED       CGS
 TN0335  HISTORY     - 1971     GOOD             BPR
 TN0335  HISTORY     - 1980     GOOD             NGS
 TN0335
 TN0335                          STATION DESCRIPTION
 TN0335
 TN0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TN0335'IN TROY.
 TN0335'AT TROY AIRPORT, LINCOLN COUNTY, AT THE NORTH CORNER OF THE
 TN0335'NORTHWEST-AND-SOUTHEAST LANDING STRIP, 13.6 FEET SOUTHWEST OF THE
 TN0335'FENCE, 2.5 FEET NORTHEAST OF THE ROCK MONUMENT MARKING THE NORTH END
 TN0335'OF THE LANDING STRIP, AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 TN0335'POST.  AN IRON BENCH-MARK DISK, STAMPED F 470 1944 AND SET IN THE TOP
 TN0335'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 TN0335
 TN0335                          STATION RECOVERY (1971)
 TN0335
 TN0335'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0335'RECOVERED IN GOOD CONDITION.
 TN0335
 TN0335                          STATION RECOVERY (1980)
 TN0335
 TN0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0335'1.8 KILOMETERS (1.1 MILE) NORTHWEST ALONG US HIGHWAY 2 FROM THE HIGH
 TN0335'SCHOOL IN TROY, THENCE 0.1 KILOMETER (0.05 MILE) NORTHEAST ALONG THE
 TN0335'TAXIWAY OF THE TROY AIRPORT, THENCE 0.5 KM (0.3 MILE) NORTHWEST
 TN0335'ALONG THE RUNWAY, 53.6 METERS (175 FEET) NORTHEAST OF THE NORTHEAST
 TN0335'EDGE OF THE RUNWAY, 20.7 METERS (68.0 FEET) NORTH-NORTHEAST OF THE
 TN0335'NORTHWEST END OF AN ORANGE RUNWAY BOUNDARY MARKER, 4.1 METERS (13.5
 TN0335'FEET) SOUTHWEST OF A BARBED WIRE FENCE LINE, 0.9 METER (3.0 FEET)
 TN0335'NORTHEAST OF AN ORANGE PAINTED ROCK.
 TN0335'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 TN0335'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0571 ***********************************************************************
 SU0571  DESIGNATION -  F 471
 SU0571  PID         -  SU0571
 SU0571  STATE/COUNTY-  MT/SANDERS
 SU0571  USGS QUAD   -  TROUT CREEK (1983)
 SU0571
 SU0571                         *CURRENT SURVEY CONTROL
 SU0571  ___________________________________________________________________
 SU0571* NAD 83(1986)-  47 50 21.     (N)    115 36 10.     (W)     SCALED    
 SU0571* NAVD 88     -       722.963  (meters)    2371.92   (feet)  ADJUSTED  
 SU0571  ___________________________________________________________________
 SU0571  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 SU0571  DYNAMIC HT  -         722.972 (meters)    2371.95  (feet)  COMP
 SU0571  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 SU0571
 SU0571  VERT ORDER  -  FIRST     CLASS II
 SU0571
 SU0571.The horizontal coordinates were scaled from a topographic map and have
 SU0571.an estimated accuracy of +/- 6 seconds.
 SU0571
 SU0571.The orthometric height was determined by differential leveling
 SU0571.and adjusted by the National Geodetic Survey in June 1991..
 SU0571.WARNING-Repeat measurements at this control monument indicate possible
 SU0571.vertical movement.
 SU0571
 SU0571.The geoid height was determined by GEOID03.
 SU0571
 SU0571.The dynamic height is computed by dividing the NAVD 88
 SU0571.geopotential number by the normal gravity value computed on the
 SU0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0571.degrees latitude (g = 980.6199 gals.).
 SU0571
 SU0571.The modeled gravity was interpolated from observed gravity values.
 SU0571
 SU0571;                    North         East    Units  Estimated Accuracy
 SU0571;SPC MT       -   416,600.      143,860.      MT  (+/- 180 meters Scaled)
 SU0571
 SU0571                          SUPERSEDED SURVEY CONTROL
 SU0571
 SU0571  NGVD 29 (??/??/92)  721.795  (m)         2368.09   (f) ADJ UNCH    1 2
 SU0571
 SU0571.Superseded values are not recommended for survey control.
 SU0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0571.See file dsdata.txt to determine how the superseded data were derived.
 SU0571
 SU0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN045993(NAD 83)
 SU0571_MARKER: DB = BENCH MARK DISK
 SU0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0571_STAMPING: F 471 1944
 SU0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0571+STABILITY: SURFACE MOTION
 SU0571
 SU0571  HISTORY     - Date     Condition        Report By
 SU0571  HISTORY     - 1944     MONUMENTED       CGS
 SU0571  HISTORY     - 1959     GOOD             NGS
 SU0571
 SU0571                          STATION DESCRIPTION
 SU0571
 SU0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0571'0.3 MI NW FROM TROUT CREEK.
 SU0571'0.3 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0571'ABANDONED STATION AT TROUT CREEK, 0.3 MILE NORTHWEST OF MILEPOST 54,
 SU0571'AT THE SOUTHEAST END OF A LONG SHALLOW CUT BETWEEN THE SOUTHEAST AND
 SU0571'THE NORTHWEST LEG OF A Y FORMED BY THE JUNCTION OF A TRACK, 112 FEET
 SU0571'WEST-SOUTHWEST OF THE CENTER OF THE CROSSING OF A GRAVEL ROAD, 85 FEET
 SU0571'WEST OF A BRACE POLE FOR POWER POLE C 355, 36.3 FEET NORTHEAST OF THE
 SU0571'NORTHEAST RAIL OF THE MAIN TRACK, 1.5 FEET NORTHWEST OF A WITNESS
 SU0571'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SU0571'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0341 ***********************************************************************
 SU0341  DESIGNATION -  F 472
 SU0341  PID         -  SU0341
 SU0341  STATE/COUNTY-  MT/SANDERS
 SU0341  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0341
 SU0341                         *CURRENT SURVEY CONTROL
 SU0341  ___________________________________________________________________
 SU0341* NAD 83(1986)-  47 35 23.     (N)    115 19 13.     (W)     SCALED    
 SU0341* NAVD 88     -       740.369  (meters)    2429.03   (feet)  ADJUSTED  
 SU0341  ___________________________________________________________________
 SU0341  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 SU0341  DYNAMIC HT  -         740.335 (meters)    2428.92  (feet)  COMP
 SU0341  MODELED GRAV-     980,543.6   (mgal)                       NAVD 88
 SU0341
 SU0341  VERT ORDER  -  FIRST     CLASS II
 SU0341
 SU0341.The horizontal coordinates were scaled from a topographic map and have
 SU0341.an estimated accuracy of +/- 6 seconds.
 SU0341
 SU0341.The orthometric height was determined by differential leveling
 SU0341.and adjusted by the National Geodetic Survey in June 1991..
 SU0341
 SU0341.The geoid height was determined by GEOID03.
 SU0341
 SU0341.The dynamic height is computed by dividing the NAVD 88
 SU0341.geopotential number by the normal gravity value computed on the
 SU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0341.degrees latitude (g = 980.6199 gals.).
 SU0341
 SU0341.The modeled gravity was interpolated from observed gravity values.
 SU0341
 SU0341;                    North         East    Units  Estimated Accuracy
 SU0341;SPC MT       -   387,350.      162,870.      MT  (+/- 180 meters Scaled)
 SU0341
 SU0341                          SUPERSEDED SURVEY CONTROL
 SU0341
 SU0341  NGVD 29 (??/??/92)  739.212  (m)         2425.23   (f) ADJ UNCH    1 2
 SU0341
 SU0341.Superseded values are not recommended for survey control.
 SU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0341.See file dsdata.txt to determine how the superseded data were derived.
 SU0341
 SU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN262720(NAD 83)
 SU0341_MARKER: DB = BENCH MARK DISK
 SU0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0341_STAMPING: F 472 1944
 SU0341_PROJECTION: PROJECTING 10 CENTIMETERS
 SU0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0341+STABILITY: SURFACE MOTION
 SU0341
 SU0341  HISTORY     - Date     Condition        Report By
 SU0341  HISTORY     - 1944     MONUMENTED       CGS
 SU0341  HISTORY     - 1980     GOOD             NGS
 SU0341
 SU0341                          STATION DESCRIPTION
 SU0341
 SU0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0341'1.4 MI SE FROM THOMPSON FALLS.
 SU0341'ALONG THE NORTHERN PACIFIC RAILWAY, 1.4 MILES SOUTHEAST OF THE STATION
 SU0341'AT THOMPSON FALLS, 280.8 FEET WEST OF AND ACROSS THE TRACK FROM
 SU0341'MILEPOST NO. 30, AT THE EAST SOUTHEAST END OF A LONG FILL AND THE WEST
 SU0341'NORTHWEST END OF A SHALLOW CUT, 64.4 FEET SOUTH SOUTHWEST OF THE SOUTH
 SU0341'SOUTHWEST RAIL, 1.0 FOOT SOUTH SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 SU0341'LINE, 2.2 FEET EAST SOUTHEAST OF REFERENCE POST, ABOUT LEVEL WITH THE
 SU0341'TOP OF RAILS, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SU0341'ABOVE THE GROUND.
 SU0341
 SU0341                          STATION RECOVERY (1980)
 SU0341
 SU0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0341'2.2 KILOMETERS (1.4 MILES) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 SU0341'RAILWAY FROM THE STATION IN THOMPSON FALLS, SET IN A SMALL STOCK PEN
 SU0341'AT THE SOUTHEAST END OF A LONG RAILWAY FILL, 85.6 METERS (281 FEET)
 SU0341'NORTHWEST AND ACROSS THE TRACKS FROM RAILWAY MILEPOST 30, 19.6 METERS
 SU0341'(64.4 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 7.0 METERS
 SU0341'(23.0 FEET) SOUTHEAST OF THE THIRD THELEGRAPH POLE NORTHWEST OF THE
 SU0341'MILEPOST, 4.4 METERS (14.6 FEET) SOUTHEAST OF THE NORTHWEST FENCE
 SU0341'OF THE PEN, 1.75 METERS (5.8 FEET) SOUTHWEST OF THE NORTHEAST FENCE
 SU0341'OF THE PEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0219 ***********************************************************************
 SU0219  DESIGNATION -  F 473
 SU0219  PID         -  SU0219
 SU0219  STATE/COUNTY-  MT/SANDERS
 SU0219  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0219
 SU0219                         *CURRENT SURVEY CONTROL
 SU0219  ___________________________________________________________________
 SU0219* NAD 83(1986)-  47 22 23.     (N)    114 47 45.     (W)     SCALED    
 SU0219* NAVD 88     -       760.990  (meters)    2496.68   (feet)  ADJUSTED  
 SU0219  ___________________________________________________________________
 SU0219  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 SU0219  DYNAMIC HT  -         760.949 (meters)    2496.55  (feet)  COMP
 SU0219  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 SU0219
 SU0219  VERT ORDER  -  FIRST     CLASS II
 SU0219
 SU0219.The horizontal coordinates were scaled from a topographic map and have
 SU0219.an estimated accuracy of +/- 6 seconds.
 SU0219
 SU0219.The orthometric height was determined by differential leveling
 SU0219.and adjusted by the National Geodetic Survey in June 1991..
 SU0219.WARNING-Repeat measurements at this control monument indicate possible
 SU0219.vertical movement.
 SU0219
 SU0219.The geoid height was determined by GEOID03.
 SU0219
 SU0219.The dynamic height is computed by dividing the NAVD 88
 SU0219.geopotential number by the normal gravity value computed on the
 SU0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0219.degrees latitude (g = 980.6199 gals.).
 SU0219
 SU0219.The modeled gravity was interpolated from observed gravity values.
 SU0219
 SU0219;                    North         East    Units  Estimated Accuracy
 SU0219;SPC MT       -   360,540.      200,570.      MT  (+/- 180 meters Scaled)
 SU0219
 SU0219                          SUPERSEDED SURVEY CONTROL
 SU0219
 SU0219  NGVD 29 (??/??/92)  759.852  (m)         2492.95   (f) ADJ UNCH    1 2
 SU0219
 SU0219.Superseded values are not recommended for survey control.
 SU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0219.See file dsdata.txt to determine how the superseded data were derived.
 SU0219
 SU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN664489(NAD 83)
 SU0219_MARKER: DB = BENCH MARK DISK
 SU0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0219_STAMPING: F 473 1944
 SU0219_PROJECTION: PROJECTING 12 CENTIMETERS
 SU0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0219+STABILITY: SURFACE MOTION
 SU0219
 SU0219  HISTORY     - Date     Condition        Report By
 SU0219  HISTORY     - 1944     MONUMENTED       CGS
 SU0219  HISTORY     - 1950     GOOD             NGS
 SU0219  HISTORY     - 1980     GOOD             NGS
 SU0219  HISTORY     - 1982     GOOD             NGS
 SU0219
 SU0219                          STATION DESCRIPTION
 SU0219
 SU0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SU0219'1.1 MI S FROM PARADISE.
 SU0219'1.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0219'PARADISE, 6 RAILS NORTH OF AND ACROSS THE TRACK FROM MILEPOLE 218, 49
 SU0219'1/2 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 43.7 FEET
 SU0219'WEST OF THE WEST RAIL, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 SU0219'2.3 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, AND SET IN
 SU0219'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SU0219
 SU0219                          STATION RECOVERY (1980)
 SU0219
 SU0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0219'2.0 KILOMETERS (1.35 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 (US
 SU0219'HIGHWAY 10A) FROM THE BURLINGTON NORTHERN RAILWAY STATION IN PARADISE,
 SU0219'0.55 KILOMETER (0.35 MILE) SOUTH OF HIGHWAY MILEPOST 83, SET IN THE
 SU0219'NORTHWEST CORNER OF AN INTERSECTION OF THE RAILWAY AND A DIRT ROAD
 SU0219'LEADING WEST, SIX RAILS NORTH OF RAILWAY MILEPOST 218, 41.75 METERS
 SU0219'(137 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0
 SU0219'FEET) WEST OF THE WEST RAIL OF THE TRACKS, 4.6 METERS (15.0 FEET)
 SU0219'NORTH OF THE CENTERLINE OF THE DIRT ROAD, 3.35 METERS (11.0 FEET)
 SU0219'WEST-NORTHWEST OF THE TOP CENTER OF THE NORTH END OF A 24-INCH STEEL
 SU0219'PIPE CULVERT UNDER THE DIRT ROAD, 0.9 METER (3.0 FEET) EAST OF THE
 SU0219'RAILWAY RIGHT-OF-WAY FENCE.
 SU0219'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 SU0219'THE MARK IS 1.0 M BELOW THE TRACKS.
 SU0219
 SU0219                          STATION RECOVERY (1982)
 SU0219
 SU0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SU0219'1.77 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 200 FROM THE
 SU0219'BURLINGTON-NORTHERN RAILROAD STATION IN PARADISE TO A RAILROAD
 SU0219'CROSSING ON THE RIGHT AND THE MARK 15.24 M (50 FT) SOUTHWEST OF THE
 SU0219'CENTER OF THE CROSSING 13.4 M (44 FT) WEST OF THE WEST RAIL 4.3 (14
 SU0219'FT) NORTH OF THE CENTER OF THE DIRT ROAD 0.6 M (2 FT) EAST OF THE
 SU0219'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0398 ***********************************************************************
 SU0398  DESIGNATION -  F 474
 SU0398  PID         -  SU0398
 SU0398  STATE/COUNTY-  MT/MINERAL
 SU0398  USGS QUAD   -  WILSON GULCH (1988)
 SU0398
 SU0398                         *CURRENT SURVEY CONTROL
 SU0398  ___________________________________________________________________
 SU0398* NAD 83(1986)-  47 13 50.     (N)    115 01 01.     (W)     SCALED    
 SU0398* NAVD 88     -       817.548  (meters)    2682.24   (feet)  ADJUSTED  
 SU0398  ___________________________________________________________________
 SU0398  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SU0398  DYNAMIC HT  -         817.481 (meters)    2682.02  (feet)  COMP
 SU0398  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 SU0398
 SU0398  VERT ORDER  -  FIRST     CLASS II
 SU0398
 SU0398.The horizontal coordinates were scaled from a topographic map and have
 SU0398.an estimated accuracy of +/- 6 seconds.
 SU0398
 SU0398.The orthometric height was determined by differential leveling
 SU0398.and adjusted by the National Geodetic Survey in June 1991..
 SU0398
 SU0398.The geoid height was determined by GEOID03.
 SU0398
 SU0398.The dynamic height is computed by dividing the NAVD 88
 SU0398.geopotential number by the normal gravity value computed on the
 SU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0398.degrees latitude (g = 980.6199 gals.).
 SU0398
 SU0398.The modeled gravity was interpolated from observed gravity values.
 SU0398
 SU0398;                    North         East    Units  Estimated Accuracy
 SU0398;SPC MT       -   345,890.      182,810.      MT  (+/- 180 meters Scaled)
 SU0398
 SU0398                          SUPERSEDED SURVEY CONTROL
 SU0398
 SU0398  NGVD 29 (??/??/92)  816.42   (m)         2678.5    (f) COMPUTED    1 2
 SU0398
 SU0398.Superseded values are not recommended for survey control.
 SU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0398.See file dsdata.txt to determine how the superseded data were derived.
 SU0398
 SU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN501326(NAD 83)
 SU0398_MARKER: DB = BENCH MARK DISK
 SU0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0398_STAMPING: F 474 1944
 SU0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0398+STABILITY: SURFACE MOTION
 SU0398
 SU0398  HISTORY     - Date     Condition        Report By
 SU0398  HISTORY     - 1944     MONUMENTED       CGS
 SU0398
 SU0398                          STATION DESCRIPTION
 SU0398
 SU0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0398'6.4 MI SE FROM ST REGIS.
 SU0398'6.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0398'STATION AT ST. REGIS, 0.1 MILE EAST OF MILEPOST NO. 191, SET IN A CUT,
 SU0398'64 FEET SOUTHEAST OF THE FOURTH POLE EAST OF THE MILEPOST, 24 FEET
 SU0398'SOUTH OF THE SOUTH RAIL OF TRACK, 2.2 FEET EAST OF REFERENCE POST.
 SU0398'IRON BENCH MARK DISK SET IN TOP OF A CONCRETE PRECAST POST PROJECTING
 SU0398'ABOUT 0.4 FOOT ABOVE THE GROUND AND ABOUT 2 FEET BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0399 ***********************************************************************
 SU0399  DESIGNATION -  F 474 RESET
 SU0399  PID         -  SU0399
 SU0399  STATE/COUNTY-  MT/MINERAL
 SU0399  USGS QUAD   -  WILSON GULCH (1988)
 SU0399
 SU0399                         *CURRENT SURVEY CONTROL
 SU0399  ___________________________________________________________________
 SU0399* NAD 83(1986)-  47 13 51.     (N)    115 01 09.     (W)     SCALED    
 SU0399* NAVD 88     -       824.30   (meters)    2704.4    (feet)  RESET     
 SU0399  ___________________________________________________________________
 SU0399  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SU0399
 SU0399  VERT ORDER  -  THIRD
 SU0399
 SU0399.The horizontal coordinates were scaled from a topographic map and have
 SU0399.an estimated accuracy of +/- 6 seconds.
 SU0399
 SU0399.The orthometric height was computed from unverified reset data.
 SU0399
 SU0399.The geoid height was determined by GEOID03.
 SU0399
 SU0399;                    North         East    Units  Estimated Accuracy
 SU0399;SPC MT       -   345,940.      182,640.      MT  (+/- 180 meters Scaled)
 SU0399
 SU0399                          SUPERSEDED SURVEY CONTROL
 SU0399
 SU0399.No superseded survey control is available for this station.
 SU0399
 SU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN499327(NAD 83)
 SU0399_MARKER: DB = BENCH MARK DISK
 SU0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0399_STAMPING: F 474 RESET 1961
 SU0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0399+STABILITY: SURFACE MOTION
 SU0399
 SU0399  HISTORY     - Date     Condition        Report By
 SU0399  HISTORY     - 1961     MONUMENTED       MTDH
 SU0399
 SU0399                          STATION DESCRIPTION
 SU0399
 SU0399'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1961
 SU0399'6.4 MI SE FROM ST REGIS.
 SU0399'THE MARK IS LOCATED 6.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC
 SU0399'RAILWAY FROM THE STATION AT ST. REGIS, 0.1 MILE EAST OF MILEPOST 191,
 SU0399'64 FEET SOUTHEAST OF THE FOURTH POLE EAST OF THE MILEPOST, AT A CUT,
 SU0399'89 FEET SOUTH OF THE SOUTH RAIL, 2.0 FEET WEST OF A WHITE WITNESS
 SU0399'POST, ABOUT 20 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 SU0399'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0177 ***********************************************************************
 SU0177  DESIGNATION -  F 475
 SU0177  PID         -  SU0177
 SU0177  STATE/COUNTY-  MT/MINERAL
 SU0177  USGS QUAD   -  TARKIO (1983)
 SU0177
 SU0177                         *CURRENT SURVEY CONTROL
 SU0177  ___________________________________________________________________
 SU0177* NAD 83(1986)-  47 00 19.     (N)    114 44 22.     (W)     SCALED    
 SU0177* NAVD 88     -       889.597  (meters)    2918.62   (feet)  ADJUSTED  
 SU0177  ___________________________________________________________________
 SU0177  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 SU0177  DYNAMIC HT  -         889.476 (meters)    2918.22  (feet)  COMP
 SU0177  MODELED GRAV-     980,449.0   (mgal)                       NAVD 88
 SU0177
 SU0177  VERT ORDER  -  FIRST     CLASS II
 SU0177
 SU0177.The horizontal coordinates were scaled from a topographic map and have
 SU0177.an estimated accuracy of +/- 6 seconds.
 SU0177
 SU0177.The orthometric height was determined by differential leveling
 SU0177.and adjusted by the National Geodetic Survey in June 1991..
 SU0177
 SU0177.The geoid height was determined by GEOID03.
 SU0177
 SU0177.The dynamic height is computed by dividing the NAVD 88
 SU0177.geopotential number by the normal gravity value computed on the
 SU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0177.degrees latitude (g = 980.6199 gals.).
 SU0177
 SU0177.The modeled gravity was interpolated from observed gravity values.
 SU0177
 SU0177;                    North         East    Units  Estimated Accuracy
 SU0177;SPC MT       -   319,480.      202,090.      MT  (+/- 180 meters Scaled)
 SU0177
 SU0177                          SUPERSEDED SURVEY CONTROL
 SU0177
 SU0177  NGVD 29 (??/??/92)  888.464  (m)         2914.90   (f) ADJ UNCH    1 2
 SU0177
 SU0177.Superseded values are not recommended for survey control.
 SU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0177.See file dsdata.txt to determine how the superseded data were derived.
 SU0177
 SU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN718082(NAD 83)
 SU0177_MARKER: DB = BENCH MARK DISK
 SU0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0177_SP_SET: FOUNDATION
 SU0177_STAMPING: F 475 1944
 SU0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0177
 SU0177  HISTORY     - Date     Condition        Report By
 SU0177  HISTORY     - 1944     MONUMENTED       CGS
 SU0177  HISTORY     - 1980     MARK NOT FOUND   USGS
 SU0177
 SU0177                          STATION DESCRIPTION
 SU0177
 SU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0177'IN RIVULET.
 SU0177'AT RIVULET, ABOUT 0.1 MILE SOUTHEAST OF THE STATION AND ALONG THE
 SU0177'NORTHERN PACIFIC RAILROAD, SET IN THE NORTHEAST CONCRETE FOUNDATION AT
 SU0177'THE NORTHWEST END OF A COAL TIPPEL, 5.6 FEET SOUTHWEST OF THE
 SU0177'SOUTHWEST RAIL OF THE MAIN TRACK, 11.2 FEET SOUTHEAST OF THE NORTHWEST
 SU0177'END OF THE FOUNDATION.  IRON BENCH MARK DISK.
 SU0177
 SU0177                          STATION RECOVERY (1980)
 SU0177
 SU0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SU0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0681 ***********************************************************************
 RX0681  DESIGNATION -  F 476
 RX0681  PID         -  RX0681
 RX0681  STATE/COUNTY-  MT/MISSOULA
 RX0681  USGS QUAD   -  SOUTHEAST MISSOULA (1978)
 RX0681
 RX0681                         *CURRENT SURVEY CONTROL
 RX0681  ___________________________________________________________________
 RX0681* NAD 83(1986)-  46 52 24.     (N)    113 59 45.     (W)     SCALED    
 RX0681* NAVD 88     -       977.818  (meters)    3208.06   (feet)  ADJUSTED  
 RX0681  ___________________________________________________________________
 RX0681  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 RX0681  DYNAMIC HT  -         977.673 (meters)    3207.58  (feet)  COMP
 RX0681  MODELED GRAV-     980,433.0   (mgal)                       NAVD 88
 RX0681
 RX0681  VERT ORDER  -  FIRST     CLASS II
 RX0681
 RX0681.The horizontal coordinates were scaled from a topographic map and have
 RX0681.an estimated accuracy of +/- 6 seconds.
 RX0681
 RX0681.The orthometric height was determined by differential leveling
 RX0681.and adjusted by the National Geodetic Survey in June 1991..
 RX0681.WARNING-Repeat measurements at this control monument indicate possible
 RX0681.vertical movement.
 RX0681
 RX0681.The geoid height was determined by GEOID03.
 RX0681
 RX0681.The dynamic height is computed by dividing the NAVD 88
 RX0681.geopotential number by the normal gravity value computed on the
 RX0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0681.degrees latitude (g = 980.6199 gals.).
 RX0681
 RX0681.The modeled gravity was interpolated from observed gravity values.
 RX0681
 RX0681;                    North         East    Units  Estimated Accuracy
 RX0681;SPC MT       -   301,330.      257,650.      MT  (+/- 180 meters Scaled)
 RX0681
 RX0681                          SUPERSEDED SURVEY CONTROL
 RX0681
 RX0681  NGVD 29 (??/??/92)  976.746  (m)         3204.54   (f) ADJ UNCH    1 2
 RX0681
 RX0681.Superseded values are not recommended for survey control.
 RX0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0681.See file dsdata.txt to determine how the superseded data were derived.
 RX0681
 RX0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS717954(NAD 83)
 RX0681_MARKER: DB = BENCH MARK DISK
 RX0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0681_SP_SET: FOUNDATION
 RX0681_STAMPING: F 476 1944
 RX0681_MARK LOGO: NGS   
 RX0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0681
 RX0681  HISTORY     - Date     Condition        Report By
 RX0681  HISTORY     - 1944     MONUMENTED       CGS
 RX0681  HISTORY     - 1979     GOOD             NGS
 RX0681  HISTORY     - 1980     GOOD             NGS
 RX0681  HISTORY     - 20020611 GOOD             INDIV
 RX0681
 RX0681                          STATION DESCRIPTION
 RX0681
 RX0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RX0681'IN MISSOULA.
 RX0681'AT MISSOULA, MISSOULA COUNTY, AT THE COUNTY COURTHOUSE, 11 FEET SOUTH
 RX0681'OF THE CENTER OF THE EAST ENTRANCE, IN THE EAST FACE OF THE GRANITE
 RX0681'FOUNDATION, AND 1.6 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED F
 RX0681'476 1944 AND SET VERTICALLY.
 RX0681
 RX0681                          STATION RECOVERY (1979)
 RX0681
 RX0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0681'RECOVERED IN GOOD CONDITION.
 RX0681
 RX0681                          STATION RECOVERY (1980)
 RX0681
 RX0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0681'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
 RX0681
 RX0681                          STATION RECOVERY (2002)
 RX0681
 RX0681'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JSM)
 RX0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0007 ***********************************************************************
 QZ0007  DESIGNATION -  F 477
 QZ0007  PID         -  QZ0007
 QZ0007  STATE/COUNTY-  MT/RAVALLI
 QZ0007  USGS QUAD   -  BURNT RIDGE (1964)
 QZ0007
 QZ0007                         *CURRENT SURVEY CONTROL
 QZ0007  ___________________________________________________________________
 QZ0007* NAD 83(1986)-  45 54 10.     (N)    114 10 37.     (W)     SCALED    
 QZ0007* NAVD 88     -      1262.138  (meters)    4140.86   (feet)  ADJUSTED  
 QZ0007  ___________________________________________________________________
 QZ0007  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 QZ0007  DYNAMIC HT  -        1261.729 (meters)    4139.52  (feet)  COMP
 QZ0007  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 QZ0007
 QZ0007  VERT ORDER  -  FIRST     CLASS II
 QZ0007
 QZ0007.The horizontal coordinates were scaled from a topographic map and have
 QZ0007.an estimated accuracy of +/- 6 seconds.
 QZ0007
 QZ0007.The orthometric height was determined by differential leveling
 QZ0007.and adjusted by the National Geodetic Survey in June 1991..
 QZ0007
 QZ0007.The geoid height was determined by GEOID03.
 QZ0007
 QZ0007.The dynamic height is computed by dividing the NAVD 88
 QZ0007.geopotential number by the normal gravity value computed on the
 QZ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0007.degrees latitude (g = 980.6199 gals.).
 QZ0007
 QZ0007.The modeled gravity was interpolated from observed gravity values.
 QZ0007
 QZ0007;                    North         East    Units  Estimated Accuracy
 QZ0007;SPC MT       -   194,500.      237,440.      MT  (+/- 180 meters Scaled)
 QZ0007
 QZ0007                          SUPERSEDED SURVEY CONTROL
 QZ0007
 QZ0007  NGVD 29 (??/??/92) 1260.976  (m)         4137.05   (f) ADJ UNCH    1 2
 QZ0007
 QZ0007.Superseded values are not recommended for survey control.
 QZ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0007.See file dsdata.txt to determine how the superseded data were derived.
 QZ0007
 QZ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL189871(NAD 83)
 QZ0007_MARKER: DB = BENCH MARK DISK
 QZ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0007_STAMPING: F 477 1945
 QZ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0007+STABILITY: SURFACE MOTION
 QZ0007
 QZ0007  HISTORY     - Date     Condition        Report By
 QZ0007  HISTORY     - 1945     MONUMENTED       CGS
 QZ0007  HISTORY     - 1964     GOOD             USGS
 QZ0007
 QZ0007                          STATION DESCRIPTION
 QZ0007
 QZ0007'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QZ0007'3.7 MI SW FROM CONNER.
 QZ0007'3.7 MILES SOUTHWEST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST
 QZ0007'OFFICE AT CONNER, RAVALLI COUNTY, AT AN OLD C.C.C. CAMP, 99 FEET NORTH
 QZ0007'OF THE CENTERLINE OF THE ROAD CROSSING, 61 FEET SOUTH OF A TELEPHONE
 QZ0007'POLE, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A
 QZ0007'PIPE-LINE CROSSING, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0063 ***********************************************************************
 TN0063  DESIGNATION -  F 478
 TN0063  PID         -  TN0063
 TN0063  STATE/COUNTY-  MT/FLATHEAD
 TN0063  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0063
 TN0063                         *CURRENT SURVEY CONTROL
 TN0063  ___________________________________________________________________
 TN0063* NAD 83(1986)-  48 25 24.     (N)    114 09 18.     (W)     SCALED    
 TN0063* NAVD 88     -       994.892  (meters)    3264.07   (feet)  ADJUSTED  
 TN0063  ___________________________________________________________________
 TN0063  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 TN0063  DYNAMIC HT  -         994.883 (meters)    3264.05  (feet)  COMP
 TN0063  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 TN0063
 TN0063  VERT ORDER  -  FIRST     CLASS II
 TN0063
 TN0063.The horizontal coordinates were scaled from a topographic map and have
 TN0063.an estimated accuracy of +/- 6 seconds.
 TN0063
 TN0063.The orthometric height was determined by differential leveling
 TN0063.and adjusted by the National Geodetic Survey in June 1991..
 TN0063
 TN0063.The geoid height was determined by GEOID03.
 TN0063
 TN0063.The dynamic height is computed by dividing the NAVD 88
 TN0063.geopotential number by the normal gravity value computed on the
 TN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0063.degrees latitude (g = 980.6199 gals.).
 TN0063
 TN0063.The modeled gravity was interpolated from observed gravity values.
 TN0063
 TN0063;                    North         East    Units  Estimated Accuracy
 TN0063;SPC MT       -   473,980.      255,780.      MT  (+/- 180 meters Scaled)
 TN0063
 TN0063                          SUPERSEDED SURVEY CONTROL
 TN0063
 TN0063  NGVD 29 (??/??/92)  993.731  (m)         3260.27   (f) ADJ UNCH    1 2
 TN0063
 TN0063.Superseded values are not recommended for survey control.
 TN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0063.See file dsdata.txt to determine how the superseded data were derived.
 TN0063
 TN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP104672(NAD 83)
 TN0063_MARKER: DB = BENCH MARK DISK
 TN0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0063_STAMPING: F 478 1946
 TN0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0063+STABILITY: SURFACE MOTION
 TN0063
 TN0063  HISTORY     - Date     Condition        Report By
 TN0063  HISTORY     - 1946     MONUMENTED       CGS
 TN0063  HISTORY     - 1971     GOOD             NGS
 TN0063
 TN0063                          STATION DESCRIPTION
 TN0063
 TN0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 TN0063'3.6 MI N FROM COLUMBIA FALLS.
 TN0063'THE MARK IS 1.05 MILES NORTH OF BENCH MARK E 478 RESET, 156 FEET NORTH
 TN0063'OF A SIDE ROAD GOING EAST, 70 FEET EAST OF THE PROPOSED CENTERLINE OF
 TN0063'THE NEW ROAD, AND 6 FEET EAST OF THE EAST CLEARING LINE, 12 FEET SOUTH
 TN0063'OF A 14-INCH, SPLIT TRUNK PINE TREE AND 1 FOOT EAST OF A METAL WITNESS
 TN0063'POST.  MARK IS A STANDARD DISK SET IN A PRE-CAST MONUMENT WHICH
 TN0063'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0037 ***********************************************************************
 TN0037  DESIGNATION -  F 479
 TN0037  PID         -  TN0037
 TN0037  STATE/COUNTY-  MT/FLATHEAD
 TN0037  USGS QUAD   -  POLEBRIDGE (1994)
 TN0037
 TN0037                         *CURRENT SURVEY CONTROL
 TN0037  ___________________________________________________________________
 TN0037* NAD 83(1986)-  48 49 47.     (N)    114 21 38.     (W)     SCALED    
 TN0037* NAVD 88     -      1186.233  (meters)    3891.83   (feet)  ADJUSTED  
 TN0037  ___________________________________________________________________
 TN0037  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TN0037  DYNAMIC HT  -        1186.214 (meters)    3891.77  (feet)  COMP
 TN0037  MODELED GRAV-     980,553.7   (mgal)                       NAVD 88
 TN0037
 TN0037  VERT ORDER  -  FIRST     CLASS II
 TN0037
 TN0037.The horizontal coordinates were scaled from a topographic map and have
 TN0037.an estimated accuracy of +/- 6 seconds.
 TN0037
 TN0037.The orthometric height was determined by differential leveling
 TN0037.and adjusted by the National Geodetic Survey in June 1991..
 TN0037
 TN0037.The geoid height was determined by GEOID03.
 TN0037
 TN0037.The dynamic height is computed by dividing the NAVD 88
 TN0037.geopotential number by the normal gravity value computed on the
 TN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0037.degrees latitude (g = 980.6199 gals.).
 TN0037
 TN0037.The modeled gravity was interpolated from observed gravity values.
 TN0037
 TN0037;                    North         East    Units  Estimated Accuracy
 TN0037;SPC MT       -   520,000.      243,400.      MT  (+/- 180 meters Scaled)
 TN0037
 TN0037                          SUPERSEDED SURVEY CONTROL
 TN0037
 TN0037  NGVD 29 (??/??/92) 1185.015  (m)         3887.84   (f) ADJ UNCH    1 2
 TN0037
 TN0037.Superseded values are not recommended for survey control.
 TN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0037.See file dsdata.txt to determine how the superseded data were derived.
 TN0037
 TN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ937118(NAD 83)
 TN0037_MARKER: DB = BENCH MARK DISK
 TN0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0037_STAMPING: F 479 1946
 TN0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0037+STABILITY: SURFACE MOTION
 TN0037
 TN0037  HISTORY     - Date     Condition        Report By
 TN0037  HISTORY     - 1946     MONUMENTED       CGS
 TN0037
 TN0037                          STATION DESCRIPTION
 TN0037
 TN0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0037'6.7 MI NW FROM POLEBRIDGE.
 TN0037'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  6.4 MILES NORTHWEST ALONG
 TN0037'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, 1.0 MILE
 TN0037'SOUTHEAST OF THE BRIDGE OVER MOOSE CREEK, AT THE SUMMIT OF A GRADE,
 TN0037'50.0 FEET NORTHEAST OF CENTERLINE OF THE ROAD, 38.0 FEET NORTH OF A
 TN0037'PINE TREE WITH A TRIANGULAR BLAZE, 37.5 FEET SOUTH OF A PINE TREE WITH
 TN0037'A TRIANGULAR BLAZE, ABOUT LEVEL WITH ROAD, AND PROJECTING 0.4 FOOT
 TN0037'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0569 ***********************************************************************
 SR0569  DESIGNATION -  F 48
 SR0569  PID         -  SR0569
 SR0569  STATE/COUNTY-  MT/JUDITH BASIN
 SR0569  USGS QUAD   -  KOLIN (1970)
 SR0569
 SR0569                         *CURRENT SURVEY CONTROL
 SR0569  ___________________________________________________________________
 SR0569* NAD 83(1986)-  47 05 03.     (N)    109 48 19.     (W)     SCALED    
 SR0569* NAVD 88     -      1221.844  (meters)    4008.67   (feet)  ADJUSTED  
 SR0569  ___________________________________________________________________
 SR0569  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 SR0569  DYNAMIC HT  -        1221.687 (meters)    4008.15  (feet)  COMP
 SR0569  MODELED GRAV-     980,442.6   (mgal)                       NAVD 88
 SR0569
 SR0569  VERT ORDER  -  FIRST     CLASS II
 SR0569
 SR0569.The horizontal coordinates were scaled from a topographic map and have
 SR0569.an estimated accuracy of +/- 6 seconds.
 SR0569
 SR0569.The orthometric height was determined by differential leveling
 SR0569.and adjusted by the National Geodetic Survey in June 1991..
 SR0569
 SR0569.The geoid height was determined by GEOID03.
 SR0569
 SR0569.The dynamic height is computed by dividing the NAVD 88
 SR0569.geopotential number by the normal gravity value computed on the
 SR0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0569.degrees latitude (g = 980.6199 gals.).
 SR0569
 SR0569.The modeled gravity was interpolated from observed gravity values.
 SR0569
 SR0569;                    North         East    Units  Estimated Accuracy
 SR0569;SPC MT       -   314,970.      576,830.      MT  (+/- 180 meters Scaled)
 SR0569
 SR0569                          SUPERSEDED SURVEY CONTROL
 SR0569
 SR0569  NGVD 29 (??/??/92) 1220.932  (m)         4005.67   (f) ADJ UNCH    1 2
 SR0569
 SR0569.Superseded values are not recommended for survey control.
 SR0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0569.See file dsdata.txt to determine how the superseded data were derived.
 SR0569
 SR0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT906152(NAD 83)
 SR0569_MARKER: DB = BENCH MARK DISK
 SR0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0569_STAMPING: F 48 1933 4005.674
 SR0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0569+STABILITY: SURFACE MOTION
 SR0569
 SR0569  HISTORY     - Date     Condition        Report By
 SR0569  HISTORY     - 1933     MONUMENTED       CGS
 SR0569  HISTORY     - 1961     GOOD             NGS
 SR0569
 SR0569                          STATION DESCRIPTION
 SR0569
 SR0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0569'2.15 MI SW FROM KOLIN.
 SR0569'ABOUT 2.15 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0569'STATION AT KOLIN, IN SECTION 10, T 15 N, R 15 E, 6 POLES NORTHEAST OF
 SR0569'MILEPOST 5, 50 FEET NORTHWEST OF THE NORTHWEST RAIL, 193 FEET
 SR0569'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 46 FEET SOUTH OF THE
 SR0569'CENTER LINE OF THE ROAD, 26 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET
 SR0569'NORTHWEST OF A FENCE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST,
 SR0569'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 SR0569'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0010 ***********************************************************************
 TN0010  DESIGNATION -  F 480
 TN0010  PID         -  TN0010
 TN0010  STATE/COUNTY-  MT/FLATHEAD
 TN0010  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0010
 TN0010                         *CURRENT SURVEY CONTROL
 TN0010  ___________________________________________________________________
 TN0010* NAD 83(1986)-  48 34 52.     (N)    114 09 32.     (W)     SCALED    
 TN0010* NAVD 88     -      1044.321  (meters)    3426.24   (feet)  ADJUSTED  
 TN0010  ___________________________________________________________________
 TN0010  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TN0010  DYNAMIC HT  -        1044.324 (meters)    3426.25  (feet)  COMP
 TN0010  MODELED GRAV-     980,578.7   (mgal)                       NAVD 88
 TN0010
 TN0010  VERT ORDER  -  FIRST     CLASS II
 TN0010
 TN0010.The horizontal coordinates were scaled from a topographic map and have
 TN0010.an estimated accuracy of +/- 6 seconds.
 TN0010
 TN0010.The orthometric height was determined by differential leveling
 TN0010.and adjusted by the National Geodetic Survey in June 1991..
 TN0010
 TN0010.The geoid height was determined by GEOID03.
 TN0010
 TN0010.The dynamic height is computed by dividing the NAVD 88
 TN0010.geopotential number by the normal gravity value computed on the
 TN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0010.degrees latitude (g = 980.6199 gals.).
 TN0010
 TN0010.The modeled gravity was interpolated from observed gravity values.
 TN0010
 TN0010;                    North         East    Units  Estimated Accuracy
 TN0010;SPC MT       -   491,510.      256,530.      MT  (+/- 180 meters Scaled)
 TN0010
 TN0010                          SUPERSEDED SURVEY CONTROL
 TN0010
 TN0010  NGVD 29 (??/??/92) 1043.149  (m)         3422.40   (f) ADJ UNCH    1 2
 TN0010
 TN0010.Superseded values are not recommended for survey control.
 TN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0010.See file dsdata.txt to determine how the superseded data were derived.
 TN0010
 TN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP095847(NAD 83)
 TN0010_MARKER: DB = BENCH MARK DISK
 TN0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0010_STAMPING: F 480 1946
 TN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0010+STABILITY: SURFACE MOTION
 TN0010
 TN0010  HISTORY     - Date     Condition        Report By
 TN0010  HISTORY     - 1946     MONUMENTED       CGS
 TN0010  HISTORY     - 1968     GOOD             USGS
 TN0010
 TN0010                          STATION DESCRIPTION
 TN0010
 TN0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0010'18.4 MI N FROM COLUMBIA FALLS.
 TN0010'18.4 MILES NORTH ALONG THE NORTH FORK ROAD FROM THE GREAT NORTHERN
 TN0010'RAILWAY STATION AT COLUMBIA FALLS, 1.8 MILES SOUTH OF THE BIG CREEK
 TN0010'RANGER STATION, 0.1 MILE SOUTH OF THE EAST END OF A HORSE SHOE CURVE,
 TN0010'AT THE CREST OF A LONG GRADE, ABOUT 75.0 FEET NORTH OF THE NORTH END
 TN0010'OF A LONG DEEP CUT, 32.0 FEET WEST OF CENTERLINE OF THE ROAD, 10.0
 TN0010'FEET WEST OF A PINE TREE WITH A TRIANGULAR BLAZE, 17.9 FEET SOUTH OF A
 TN0010'PINE TREE WITH A TRIANGULAR BLAZE, ABOUT 1.5 FEET HIGHER THAN THE
 TN0010'ROAD, AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TN0010
 TN0010                          STATION RECOVERY (1968)
 TN0010
 TN0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TN0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0224 ***********************************************************************
 TN0224  DESIGNATION -  F 481
 TN0224  PID         -  TN0224
 TN0224  STATE/COUNTY-  MT/FLATHEAD
 TN0224  USGS QUAD   -  OLNEY (1994)
 TN0224
 TN0224                         *CURRENT SURVEY CONTROL
 TN0224  ___________________________________________________________________
 TN0224* NAD 83(1986)-  48 34 41.     (N)    114 37 12.     (W)     SCALED    
 TN0224* NAVD 88     -       977.203  (meters)    3206.04   (feet)  ADJUSTED  
 TN0224  ___________________________________________________________________
 TN0224  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 TN0224  DYNAMIC HT  -         977.190 (meters)    3206.00  (feet)  COMP
 TN0224  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 TN0224
 TN0224  VERT ORDER  -  FIRST     CLASS II
 TN0224
 TN0224.The horizontal coordinates were scaled from a topographic map and have
 TN0224.an estimated accuracy of +/- 6 seconds.
 TN0224
 TN0224.The orthometric height was determined by differential leveling
 TN0224.and adjusted by the National Geodetic Survey in June 1991..
 TN0224
 TN0224.The geoid height was determined by GEOID03.
 TN0224
 TN0224.The dynamic height is computed by dividing the NAVD 88
 TN0224.geopotential number by the normal gravity value computed on the
 TN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0224.degrees latitude (g = 980.6199 gals.).
 TN0224
 TN0224.The modeled gravity was interpolated from observed gravity values.
 TN0224
 TN0224;                    North         East    Units  Estimated Accuracy
 TN0224;SPC MT       -   493,290.      222,560.      MT  (+/- 180 meters Scaled)
 TN0224
 TN0224                          SUPERSEDED SURVEY CONTROL
 TN0224
 TN0224  NGVD 29 (??/??/92)  975.947  (m)         3201.92   (f) ADJ UNCH    1 2
 TN0224
 TN0224.Superseded values are not recommended for survey control.
 TN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0224.See file dsdata.txt to determine how the superseded data were derived.
 TN0224
 TN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP755832(NAD 83)
 TN0224_MARKER: DB = BENCH MARK DISK
 TN0224_SETTING: 66 = SET IN ROCK OUTCROP
 TN0224_SP_SET: ROCK CLIFF
 TN0224_STAMPING: F 481 1946
 TN0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0224+STABILITY: POSITION/ELEVATION WELL
 TN0224
 TN0224  HISTORY     - Date     Condition        Report By
 TN0224  HISTORY     - 1946     MONUMENTED       CGS
 TN0224
 TN0224                          STATION DESCRIPTION
 TN0224
 TN0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0224'2.8 MI NW FROM OLNEY.
 TN0224'2.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0224'AT OLNEY, FLATHEAD COUNTY, 15 POLES NORTHWEST OF MILEPOST 1239, 59.9
 TN0224'FEET NORTHEAST OF TELEGRAPH POLE E 30, 15.9 FEET NORTHEAST OF THE
 TN0224'NORTHEAST RAIL, IN THE TOP OF A LEDGE EXTENDING OUT FROM A PROMINENT
 TN0224'ROCK CLIFF, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 TN0224'STAMPED F 481 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0201 ***********************************************************************
 TN0201  DESIGNATION -  F 482
 TN0201  PID         -  TN0201
 TN0201  STATE/COUNTY-  MT/LINCOLN
 TN0201  USGS QUAD   -  FORTINE (1983)
 TN0201
 TN0201                         *CURRENT SURVEY CONTROL
 TN0201  ___________________________________________________________________
 TN0201* NAD 83(1986)-  48 46 43.     (N)    114 54 39.     (W)     SCALED    
 TN0201* NAVD 88     -       887.370  (meters)    2911.31   (feet)  ADJUSTED  
 TN0201  ___________________________________________________________________
 TN0201  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 TN0201  DYNAMIC HT  -         887.401 (meters)    2911.41  (feet)  COMP
 TN0201  MODELED GRAV-     980,616.7   (mgal)                       NAVD 88
 TN0201
 TN0201  VERT ORDER  -  FIRST     CLASS II
 TN0201
 TN0201.The horizontal coordinates were scaled from a topographic map and have
 TN0201.an estimated accuracy of +/- 6 seconds.
 TN0201
 TN0201.The orthometric height was determined by differential leveling
 TN0201.and adjusted by the National Geodetic Survey in June 1991..
 TN0201
 TN0201.The geoid height was determined by GEOID03.
 TN0201
 TN0201.The dynamic height is computed by dividing the NAVD 88
 TN0201.geopotential number by the normal gravity value computed on the
 TN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0201.degrees latitude (g = 980.6199 gals.).
 TN0201
 TN0201.The modeled gravity was interpolated from observed gravity values.
 TN0201
 TN0201;                    North         East    Units  Estimated Accuracy
 TN0201;SPC MT       -   516,980.      202,700.      MT  (+/- 180 meters Scaled)
 TN0201
 TN0201                          SUPERSEDED SURVEY CONTROL
 TN0201
 TN0201  NGVD 29 (??/??/92)  886.140  (m)         2907.28   (f) ADJ UNCH    1 2
 TN0201
 TN0201.Superseded values are not recommended for survey control.
 TN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0201.See file dsdata.txt to determine how the superseded data were derived.
 TN0201
 TN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ534049(NAD 83)
 TN0201_MARKER: DB = BENCH MARK DISK
 TN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0201_STAMPING: F 482 1946
 TN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0201+STABILITY: SURFACE MOTION
 TN0201
 TN0201  HISTORY     - Date     Condition        Report By
 TN0201  HISTORY     - 1946     MONUMENTED       CGS
 TN0201
 TN0201                          STATION DESCRIPTION
 TN0201
 TN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0201'1.2 MI NW FROM FORTINE.
 TN0201'1.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0201'AT FORTINE, LINCOLN COUNTY, 28.7 FEET SOUTH OF THE FOURTH POLE WEST OF
 TN0201'MILEPOST 1261, AT THE WEST END OF A CUT AND THE EAST END OF A HILL,
 TN0201'93.5 FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A FENCE CORNER OF A
 TN0201'CULTIVATED FIELD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 TN0201'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 482
 TN0201'1946 AND WELDED ON THE TOP OF A 3-INCH IRON PIPE SET IN CONCRETE AND
 TN0201'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0004 ***********************************************************************
 QW0004  DESIGNATION -  F 483
 QW0004  PID         -  QW0004
 QW0004  STATE/COUNTY-  MT/YELLOWSTONE
 QW0004  USGS QUAD   -  BILLINGS EAST (1975)
 QW0004
 QW0004                         *CURRENT SURVEY CONTROL
 QW0004  ___________________________________________________________________
 QW0004* NAD 83(1986)-  45 48 37.     (N)    108 26 01.     (W)     SCALED    
 QW0004* NAVD 88     -       947.622  (meters)    3108.99   (feet)  ADJUSTED  
 QW0004  ___________________________________________________________________
 QW0004  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 QW0004  DYNAMIC HT  -         947.426 (meters)    3108.35  (feet)  COMP
 QW0004  MODELED GRAV-     980,376.9   (mgal)                       NAVD 88
 QW0004
 QW0004  VERT ORDER  -  FIRST     CLASS II
 QW0004
 QW0004.The horizontal coordinates were scaled from a topographic map and have
 QW0004.an estimated accuracy of +/- 6 seconds.
 QW0004
 QW0004.The orthometric height was determined by differential leveling
 QW0004.and adjusted by the National Geodetic Survey in June 1991..
 QW0004
 QW0004.The geoid height was determined by GEOID03.
 QW0004
 QW0004.The dynamic height is computed by dividing the NAVD 88
 QW0004.geopotential number by the normal gravity value computed on the
 QW0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0004.degrees latitude (g = 980.6199 gals.).
 QW0004
 QW0004.The modeled gravity was interpolated from observed gravity values.
 QW0004
 QW0004;                    North         East    Units  Estimated Accuracy
 QW0004;SPC MT       -   173,960.      682,850.      MT  (+/- 180 meters Scaled)
 QW0004
 QW0004                          SUPERSEDED SURVEY CONTROL
 QW0004
 QW0004  NGVD 29 (??/??/92)  946.864  (m)         3106.50   (f) ADJ UNCH    1 2
 QW0004
 QW0004.Superseded values are not recommended for survey control.
 QW0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0004.See file dsdata.txt to determine how the superseded data were derived.
 QW0004
 QW0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR993761(NAD 83)
 QW0004_MARKER: P = PIPE CAP
 QW0004_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0004_SP_SET: 29 FT.
 QW0004_STAMPING: F 483 1957
 QW0004_MARK LOGO: CGS   
 QW0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0004
 QW0004  HISTORY     - Date     Condition        Report By
 QW0004  HISTORY     - 1957     MONUMENTED       CGS
 QW0004  HISTORY     - 1981     GOOD             NGS
 QW0004
 QW0004                          STATION DESCRIPTION
 QW0004
 QW0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0004'3.6 MI NE FROM BILLINGS.
 QW0004'ABOUT 3.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0004'STATION AT BILLINGS, IN SECTION 25, T 1 N, R 26 E, 7 POLES NORTHEAST
 QW0004'OF MILEPOST 222, AT A ROAD CROSSING LEADING TO THE CARTER OIL CO.,
 QW0004'ABOUT 0.2 MILE SOUTH OF THE CARTER OIL CO., 41 FEET SOUTHEAST OF THE
 QW0004'SOUTHEAST RAIL OF THE EAST BOUND TRACK, 92 FEET SOUTH-SOUTHWEST OF THE
 QW0004'CENTER OF THE CROSSING, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 5
 QW0004'FEET NORTHEAST OF A POWER POLE, 31 FEET NORTHEAST OF THE EAST BILLINGS
 QW0004'STATION SIGN, 4 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 QW0004'LEVEL WITH THE TRACK AND ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 QW0004'COATED ROD THAT IS DRIVEN TO A DEPTH OF 29 FEET AND ENCASED IN A
 QW0004'6-INCH TILE WHICH PROJECTS 4 INCHES.
 QW0004
 QW0004                          STATION RECOVERY (1981)
 QW0004
 QW0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0001 ***********************************************************************
 QW0001  DESIGNATION -  F 484
 QW0001  PID         -  QW0001
 QW0001  STATE/COUNTY-  MT/YELLOWSTONE
 QW0001  USGS QUAD   -  BILLINGS EAST (1975)
 QW0001
 QW0001                         *CURRENT SURVEY CONTROL
 QW0001  ___________________________________________________________________
 QW0001* NAD 83(1986)-  45 47 23.     (N)    108 29 09.     (W)     SCALED    
 QW0001* NAVD 88     -       949.229  (meters)    3114.26   (feet)  ADJUSTED  
 QW0001  ___________________________________________________________________
 QW0001  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 QW0001  DYNAMIC HT  -         949.036 (meters)    3113.63  (feet)  COMP
 QW0001  MODELED GRAV-     980,379.7   (mgal)                       NAVD 88
 QW0001
 QW0001  VERT ORDER  -  FIRST     CLASS II
 QW0001
 QW0001.The horizontal coordinates were scaled from a topographic map and have
 QW0001.an estimated accuracy of +/- 6 seconds.
 QW0001
 QW0001.The orthometric height was determined by differential leveling
 QW0001.and adjusted by the National Geodetic Survey in June 1991..
 QW0001.WARNING-Repeat measurements at this control monument indicate possible
 QW0001.vertical movement.
 QW0001
 QW0001.The geoid height was determined by GEOID03.
 QW0001
 QW0001.The dynamic height is computed by dividing the NAVD 88
 QW0001.geopotential number by the normal gravity value computed on the
 QW0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0001.degrees latitude (g = 980.6199 gals.).
 QW0001
 QW0001.The modeled gravity was interpolated from observed gravity values.
 QW0001
 QW0001;                    North         East    Units  Estimated Accuracy
 QW0001;SPC MT       -   171,630.      678,830.      MT  (+/- 180 meters Scaled)
 QW0001
 QW0001                          SUPERSEDED SURVEY CONTROL
 QW0001
 QW0001  NGVD 29 (??/??/92)  948.472  (m)         3111.78   (f) ADJ UNCH    1 2
 QW0001
 QW0001.Superseded values are not recommended for survey control.
 QW0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0001.See file dsdata.txt to determine how the superseded data were derived.
 QW0001
 QW0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR954737(NAD 83)
 QW0001_MARKER: DB = BENCH MARK DISK
 QW0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0001_SP_SET: RETAINING WALL
 QW0001_STAMPING: F 484 1957
 QW0001_MARK LOGO: CGS   
 QW0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0001
 QW0001  HISTORY     - Date     Condition        Report By
 QW0001  HISTORY     - 1957     MONUMENTED       CGS
 QW0001  HISTORY     - 1981     GOOD             NGS
 QW0001
 QW0001                          STATION DESCRIPTION
 QW0001
 QW0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0001'0.7 MI E FROM BILLINGS.
 QW0001'ABOUT 0.7 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0001'STATION AT BILLINGS, IN SECTION 34, T 1 N, R 26 E, 10 POLES NORTHEAST
 QW0001'OF MILEPOST 225, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 QW0001'CONCRETE RETAINING WALL OF THE UNDERPASS OF 13TH STREET, 36 1/2 FEET
 QW0001'SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST BOUND TRACK, AND ABOUT
 QW0001'LEVEL WITH THE TRACK.
 QW0001
 QW0001                          STATION RECOVERY (1981)
 QW0001
 QW0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0124 ***********************************************************************
 QW0124  DESIGNATION -  F 485 RESET
 QW0124  PID         -  QW0124
 QW0124  STATE/COUNTY-  MT/YELLOWSTONE
 QW0124  USGS QUAD   -  LAUREL (1969)
 QW0124
 QW0124                         *CURRENT SURVEY CONTROL
 QW0124  ___________________________________________________________________
 QW0124* NAD 83(1986)-  45 40 51.     (N)    108 46 19.     (W)     SCALED    
 QW0124* NAVD 88     -      1024.016  (meters)    3359.63   (feet)  ADJUSTED  
 QW0124  ___________________________________________________________________
 QW0124  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 QW0124  DYNAMIC HT  -        1023.793 (meters)    3358.89  (feet)  COMP
 QW0124  MODELED GRAV-     980,362.8   (mgal)                       NAVD 88
 QW0124
 QW0124  VERT ORDER  -  FIRST     CLASS II
 QW0124
 QW0124.The horizontal coordinates were scaled from a topographic map and have
 QW0124.an estimated accuracy of +/- 6 seconds.
 QW0124
 QW0124.The orthometric height was determined by differential leveling
 QW0124.and adjusted by the National Geodetic Survey in June 1991..
 QW0124
 QW0124.The geoid height was determined by GEOID03.
 QW0124
 QW0124.The dynamic height is computed by dividing the NAVD 88
 QW0124.geopotential number by the normal gravity value computed on the
 QW0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0124.degrees latitude (g = 980.6199 gals.).
 QW0124
 QW0124.The modeled gravity was interpolated from observed gravity values.
 QW0124
 QW0124;                    North         East    Units  Estimated Accuracy
 QW0124;SPC MT       -   159,280.      656,700.      MT  (+/- 180 meters Scaled)
 QW0124
 QW0124                          SUPERSEDED SURVEY CONTROL
 QW0124
 QW0124.No superseded survey control is available for this station.
 QW0124
 QW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR735610(NAD 83)
 QW0124_MARKER: DB = BENCH MARK DISK
 QW0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0124_SP_SET: BRIDGE
 QW0124_STAMPING: F 485 RESET 1967
 QW0124_MARK LOGO: CGS   
 QW0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0124
 QW0124  HISTORY     - Date     Condition        Report By
 QW0124  HISTORY     - 1967     MONUMENTED       CGS
 QW0124  HISTORY     - 1968     GOOD             NGS
 QW0124  HISTORY     - 1980     GOOD             NGS
 QW0124
 QW0124                          STATION DESCRIPTION
 QW0124
 QW0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QW0124'1.0 MI N FROM LAUREL.
 QW0124'ABOUT 1 MILE NORTH ALONG FIRST AVENUE FROM THE CITY HALL AT LAUREL, IN
 QW0124'SECTION 4, T 2 S, R 24 E, IN THE TOP OF THE NORTHEAST END OF THE
 QW0124'SOUTHWEST CONCRETE WINGWALL OF A BRIDGE OVER AN IRRIGATION DITCH, 23
 QW0124'FEET WEST OF THE CENTER LINE OF THE CENTER LINE OF THE STREET AND
 QW0124'ABOUT LEVEL WITH THE STREET.
 QW0124
 QW0124                          STATION RECOVERY (1980)
 QW0124
 QW0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QW0124'0.8 KM (0.5 MI) NORTH ALONG FIRST STREET FROM THE POST OFFICE IN
 QW0124'LAUREL, IN TOP OF AND 0.3 METER (1.0 FT) EAST OF THE WEST END OF
 QW0124'THE SOUTH CONCRETE ABUTMENT OF A BRIDGE OVER AN IRRIGATION DITCH,
 QW0124'AND 7.6 METERS (25.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 QW0124'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0182 ***********************************************************************
 QV0182  DESIGNATION -  F 486
 QV0182  PID         -  QV0182
 QV0182  STATE/COUNTY-  MT/BIG HORN
 QV0182  USGS QUAD   -  LODGE GRASS (1967)
 QV0182
 QV0182                         *CURRENT SURVEY CONTROL
 QV0182  ___________________________________________________________________
 QV0182* NAD 83(1986)-  45 20 15.     (N)    107 22 24.     (W)     SCALED    
 QV0182* NAVD 88     -      1020.381  (meters)    3347.70   (feet)  ADJUSTED  
 QV0182  ___________________________________________________________________
 QV0182  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 QV0182  DYNAMIC HT  -        1020.088 (meters)    3346.74  (feet)  COMP
 QV0182  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 QV0182
 QV0182  VERT ORDER  -  FIRST     CLASS II
 QV0182
 QV0182.The horizontal coordinates were scaled from a topographic map and have
 QV0182.an estimated accuracy of +/- 6 seconds.
 QV0182
 QV0182.The orthometric height was determined by differential leveling
 QV0182.and adjusted by the National Geodetic Survey in June 1991..
 QV0182
 QV0182.The geoid height was determined by GEOID03.
 QV0182
 QV0182.The dynamic height is computed by dividing the NAVD 88
 QV0182.geopotential number by the normal gravity value computed on the
 QV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0182.degrees latitude (g = 980.6199 gals.).
 QV0182
 QV0182.The modeled gravity was interpolated from observed gravity values.
 QV0182
 QV0182;                    North         East    Units  Estimated Accuracy
 QV0182;SPC MT       -   123,130.      766,640.      MT  (+/- 180 meters Scaled)
 QV0182
 QV0182                          SUPERSEDED SURVEY CONTROL
 QV0182
 QV0182  NGVD 29 (??/??/92) 1019.632  (m)         3345.24   (f) ADJ UNCH    1 2
 QV0182
 QV0182.Superseded values are not recommended for survey control.
 QV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0182.See file dsdata.txt to determine how the superseded data were derived.
 QV0182
 QV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL140231(NAD 83)
 QV0182_MARKER: DB = BENCH MARK DISK
 QV0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0182_SP_SET: ABUTMENT
 QV0182_STAMPING: F 486 1957
 QV0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0182
 QV0182  HISTORY     - Date     Condition        Report By
 QV0182  HISTORY     - 1957     MONUMENTED       CGS
 QV0182
 QV0182                          STATION DESCRIPTION
 QV0182
 QV0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0182'1.6 MI N FROM LODGE GRASS.
 QV0182'ABOUT 1.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0182'RAILROAD FROM THE STATION AT LODGE GRASS, IN THE TOP OF THE EAST END
 QV0182'OF THE NORTH ABUTMENT OF BRIDGE 751.82, 4 1/2 FEET EAST OF THE EAST
 QV0182'RAIL AND ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0253 ***********************************************************************
 QV0253  DESIGNATION -  F 487
 QV0253  PID         -  QV0253
 QV0253  STATE/COUNTY-  MT/BIG HORN
 QV0253  USGS QUAD   -  WALKER HILL (1980)
 QV0253
 QV0253                         *CURRENT SURVEY CONTROL
 QV0253  ___________________________________________________________________
 QV0253* NAD 83(1986)-  45 43 22.     (N)    107 44 30.     (W)     SCALED    
 QV0253* NAVD 88     -       937.313  (meters)    3075.17   (feet)  ADJUSTED  
 QV0253  ___________________________________________________________________
 QV0253  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 QV0253  DYNAMIC HT  -         937.119 (meters)    3074.53  (feet)  COMP
 QV0253  MODELED GRAV-     980,376.8   (mgal)                       NAVD 88
 QV0253
 QV0253  VERT ORDER  -  FIRST     CLASS II
 QV0253
 QV0253.The horizontal coordinates were scaled from a topographic map and have
 QV0253.an estimated accuracy of +/- 6 seconds.
 QV0253
 QV0253.The orthometric height was determined by differential leveling
 QV0253.and adjusted by the National Geodetic Survey in June 1991..
 QV0253
 QV0253.The geoid height was determined by GEOID03.
 QV0253
 QV0253.The dynamic height is computed by dividing the NAVD 88
 QV0253.geopotential number by the normal gravity value computed on the
 QV0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0253.degrees latitude (g = 980.6199 gals.).
 QV0253
 QV0253.The modeled gravity was interpolated from observed gravity values.
 QV0253
 QV0253;                    North         East    Units  Estimated Accuracy
 QV0253;SPC MT       -   165,210.      736,830.      MT  (+/- 180 meters Scaled)
 QV0253
 QV0253                          SUPERSEDED SURVEY CONTROL
 QV0253
 QV0253  NGVD 29 (??/??/92)  936.595  (m)         3072.81   (f) ADJ UNCH    1 2
 QV0253
 QV0253.Superseded values are not recommended for survey control.
 QV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0253.See file dsdata.txt to determine how the superseded data were derived.
 QV0253
 QV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL866669(NAD 83)
 QV0253_MARKER: DB = BENCH MARK DISK
 QV0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0253_STAMPING: F 487 1957
 QV0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0253+STABILITY: SURFACE MOTION
 QV0253
 QV0253  HISTORY     - Date     Condition        Report By
 QV0253  HISTORY     - 1957     MONUMENTED       CGS
 QV0253
 QV0253                          STATION DESCRIPTION
 QV0253
 QV0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0253'7.3 MI W FROM HARDIN.
 QV0253'ABOUT 7.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 QV0253'FROM THE STATION AT HARDIN, 83 FEET NORTHEAST OF MILEPOST 791, 72 1/2
 QV0253'FEET NORTH OF THE NORTH RAIL, 35 FEET NORTHEAST OF A TELEPHONE POLE, 2
 QV0253'FEET NORTH OF THE FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 QV0253'ABOUT 2 FEET BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 QV0253'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0242 ***********************************************************************
 QV0242  DESIGNATION -  F 488
 QV0242  PID         -  QV0242
 QV0242  STATE/COUNTY-  MT/BIG HORN
 QV0242  USGS QUAD   -  CORINTH (1980)
 QV0242
 QV0242                         *CURRENT SURVEY CONTROL
 QV0242  ___________________________________________________________________
 QV0242* NAD 83(1986)-  45 45 58.     (N)    107 54 52.     (W)     SCALED    
 QV0242* NAVD 88     -       979.594  (meters)    3213.88   (feet)  ADJUSTED  
 QV0242  ___________________________________________________________________
 QV0242  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 QV0242  DYNAMIC HT  -         979.388 (meters)    3213.21  (feet)  COMP
 QV0242  MODELED GRAV-     980,371.6   (mgal)                       NAVD 88
 QV0242
 QV0242  VERT ORDER  -  FIRST     CLASS II
 QV0242
 QV0242.The horizontal coordinates were scaled from a topographic map and have
 QV0242.an estimated accuracy of +/- 6 seconds.
 QV0242
 QV0242.The orthometric height was determined by differential leveling
 QV0242.and adjusted by the National Geodetic Survey in June 1991..
 QV0242
 QV0242.The geoid height was determined by GEOID03.
 QV0242
 QV0242.The dynamic height is computed by dividing the NAVD 88
 QV0242.geopotential number by the normal gravity value computed on the
 QV0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0242.degrees latitude (g = 980.6199 gals.).
 QV0242
 QV0242.The modeled gravity was interpolated from observed gravity values.
 QV0242
 QV0242;                    North         East    Units  Estimated Accuracy
 QV0242;SPC MT       -   169,740.      723,280.      MT  (+/- 180 meters Scaled)
 QV0242
 QV0242                          SUPERSEDED SURVEY CONTROL
 QV0242
 QV0242  NGVD 29 (??/??/92)  978.858  (m)         3211.47   (f) ADJ UNCH    1 2
 QV0242
 QV0242.Superseded values are not recommended for survey control.
 QV0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0242.See file dsdata.txt to determine how the superseded data were derived.
 QV0242
 QV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL733721(NAD 83)
 QV0242_MARKER: DB = BENCH MARK DISK
 QV0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0242_STAMPING: F 488 1957
 QV0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0242+STABILITY: SURFACE MOTION
 QV0242
 QV0242  HISTORY     - Date     Condition        Report By
 QV0242  HISTORY     - 1957     MONUMENTED       CGS
 QV0242
 QV0242                          STATION DESCRIPTION
 QV0242
 QV0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0242'16.55 MI NW FROM HARDIN.
 QV0242'ABOUT 16.55 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0242'RAILROAD FROM THE STATION AT HARDIN, 28 FEET NORTHEAST OF THE 10TH
 QV0242'POLE NORTHWEST OF MILEPOST 800, 68 FEET NORTHEAST OF THE NORTHEAST
 QV0242'RAIL, 37 FEET NORTHWEST OF THE CENTER OF A GATE, 3 FEET SOUTHWEST OF A
 QV0242'FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 QV0242'BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST
 QV0242'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0227 ***********************************************************************
 QW0227  DESIGNATION -  F 489
 QW0227  PID         -  QW0227
 QW0227  STATE/COUNTY-  MT/STILLWATER
 QW0227  USGS QUAD   -  SPRINGTIME (1955)
 QW0227
 QW0227                         *CURRENT SURVEY CONTROL
 QW0227  ___________________________________________________________________
 QW0227* NAD 83(1986)-  45 41 10.     (N)    109 25 39.     (W)     SCALED    
 QW0227* NAVD 88     -      1129.694  (meters)    3706.34   (feet)  ADJUSTED  
 QW0227  ___________________________________________________________________
 QW0227  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 QW0227  DYNAMIC HT  -        1129.376 (meters)    3705.29  (feet)  COMP
 QW0227  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 QW0227
 QW0227  VERT ORDER  -  FIRST     CLASS II
 QW0227
 QW0227.The horizontal coordinates were scaled from a topographic map and have
 QW0227.an estimated accuracy of +/- 6 seconds.
 QW0227
 QW0227.The orthometric height was determined by differential leveling
 QW0227.and adjusted by the National Geodetic Survey in June 1991..
 QW0227
 QW0227.The geoid height was determined by GEOID03.
 QW0227
 QW0227.The dynamic height is computed by dividing the NAVD 88
 QW0227.geopotential number by the normal gravity value computed on the
 QW0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0227.degrees latitude (g = 980.6199 gals.).
 QW0227
 QW0227.The modeled gravity was interpolated from observed gravity values.
 QW0227
 QW0227;                    North         East    Units  Estimated Accuracy
 QW0227;SPC MT       -   159,610.      605,650.      MT  (+/- 180 meters Scaled)
 QW0227
 QW0227                          SUPERSEDED SURVEY CONTROL
 QW0227
 QW0227  NGVD 29 (??/??/92) 1128.762  (m)         3703.28   (f) ADJ UNCH    1 2
 QW0227
 QW0227.Superseded values are not recommended for survey control.
 QW0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0227.See file dsdata.txt to determine how the superseded data were derived.
 QW0227
 QW0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR224603(NAD 83)
 QW0227_MARKER: DB = BENCH MARK DISK
 QW0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0227_SP_SET: CROSSBEAM
 QW0227_STAMPING: F 489 1957
 QW0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0227
 QW0227  HISTORY     - Date     Condition        Report By
 QW0227  HISTORY     - 1957     MONUMENTED       CGS
 QW0227  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0227
 QW0227                          STATION DESCRIPTION
 QW0227
 QW0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0227'5.95 MI SE FROM REEDPOINT.
 QW0227'ABOUT 5.95 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0227'STATION AT REEDPOINT, IN SECTION 6, T 2 S, R 19 E, 15 FEET NORTHWEST
 QW0227'OF MILEPOST 51, IN THE TOP OF A CONCRETE CROSSBEAM WHICH SUPPORTS 3
 QW0227'COLUMNS, 22 FEET NORTH OF THE NORTH RAIL, 7 FEET EAST OF THE MOST
 QW0227'WESTERLY ONE OF THE 3 COLUMNS, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE
 QW0227'TRACK.
 QW0227
 QW0227                          STATION RECOVERY (1982)
 QW0227
 QW0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0227'THERE IS A NEW BRIDGE AT THIS LOCATION AND THE MARK WAS PROBABLY
 QW0227'DESTROYED WHEN THE OLD BRIDGE WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0389 ***********************************************************************
 SR0389  DESIGNATION -  F 49
 SR0389  PID         -  SR0389
 SR0389  STATE/COUNTY-  MT/FERGUS
 SR0389  USGS QUAD   -  HILGER (1985)
 SR0389
 SR0389                         *CURRENT SURVEY CONTROL
 SR0389  ___________________________________________________________________
 SR0389* NAD 83(1986)-  47 17 12.     (N)    109 18 02.     (W)     SCALED    
 SR0389* NAVD 88     -      1199.771  (meters)    3936.25   (feet)  ADJUSTED  
 SR0389  ___________________________________________________________________
 SR0389  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 SR0389  DYNAMIC HT  -        1199.653 (meters)    3935.86  (feet)  COMP
 SR0389  MODELED GRAV-     980,472.7   (mgal)                       NAVD 88
 SR0389
 SR0389  VERT ORDER  -  FIRST     CLASS II
 SR0389
 SR0389.The horizontal coordinates were scaled from a topographic map and have
 SR0389.an estimated accuracy of +/- 6 seconds.
 SR0389
 SR0389.The orthometric height was determined by differential leveling
 SR0389.and adjusted by the National Geodetic Survey in June 1991..
 SR0389
 SR0389.The geoid height was determined by GEOID03.
 SR0389
 SR0389.The dynamic height is computed by dividing the NAVD 88
 SR0389.geopotential number by the normal gravity value computed on the
 SR0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0389.degrees latitude (g = 980.6199 gals.).
 SR0389
 SR0389.The modeled gravity was interpolated from observed gravity values.
 SR0389
 SR0389;                    North         East    Units  Estimated Accuracy
 SR0389;SPC MT       -   337,450.      615,080.      MT  (+/- 180 meters Scaled)
 SR0389
 SR0389                          SUPERSEDED SURVEY CONTROL
 SR0389
 SR0389  NGVD 29 (??/??/92) 1198.895  (m)         3933.37   (f) ADJ UNCH    1 2
 SR0389
 SR0389.Superseded values are not recommended for survey control.
 SR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0389.See file dsdata.txt to determine how the superseded data were derived.
 SR0389
 SR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT285384(NAD 83)
 SR0389_MARKER: DB = BENCH MARK DISK
 SR0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0389_STAMPING: F 49 1933 3933.286
 SR0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0389+STABILITY: SURFACE MOTION
 SR0389
 SR0389  HISTORY     - Date     Condition        Report By
 SR0389  HISTORY     - 1933     MONUMENTED       CGS
 SR0389  HISTORY     - 1961     GOOD             NGS
 SR0389
 SR0389                          STATION DESCRIPTION
 SR0389
 SR0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0389'1.0 MI S FROM ROY JUNCTION.
 SR0389'ABOUT 1.0 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0389'PACIFIC RAILROAD FROM THE STATION SIGN AT ROY JUNCTION, IN SECTION 33,
 SR0389'T 18 N, R 19 E, 0.15 MILE SOUTH OF MILEPOST 21, 188 FEET NORTH OF AND
 SR0389'ACROSS THE TRACK FROM A SIGN READING STATION ONE MILE, 45 FEET WEST OF
 SR0389'THE WEST RAIL, 32 FEET EAST OF THE CENTER LINE OF A ROAD WHICH
 SR0389'PARALLELS THE TRACK, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 2
 SR0389'FEET BELOW THE LEVEL OF THE TRACK, ABOUT 7 FEET BELOW THE LEVEL OF THE
 SR0389'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0144 ***********************************************************************
 QX0144  DESIGNATION -  F 490
 QX0144  PID         -  QX0144
 QX0144  STATE/COUNTY-  MT/PARK
 QX0144  USGS QUAD   -  HOPPERS (1981)
 QX0144
 QX0144                         *CURRENT SURVEY CONTROL
 QX0144  ___________________________________________________________________
 QX0144* NAD 83(1986)-  45 39 52.     (N)    110 40 11.     (W)     SCALED    
 QX0144* NAVD 88     -      1511.034  (meters)    4957.45   (feet)  ADJUSTED  
 QX0144  ___________________________________________________________________
 QX0144  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 QX0144  DYNAMIC HT  -        1510.494 (meters)    4955.68  (feet)  COMP
 QX0144  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 QX0144
 QX0144  VERT ORDER  -  FIRST     CLASS II
 QX0144
 QX0144.The horizontal coordinates were scaled from a topographic map and have
 QX0144.an estimated accuracy of +/- 6 seconds.
 QX0144
 QX0144.The orthometric height was determined by differential leveling
 QX0144.and adjusted by the National Geodetic Survey in June 1991..
 QX0144
 QX0144.The geoid height was determined by GEOID03.
 QX0144
 QX0144.The dynamic height is computed by dividing the NAVD 88
 QX0144.geopotential number by the normal gravity value computed on the
 QX0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0144.degrees latitude (g = 980.6199 gals.).
 QX0144
 QX0144.The modeled gravity was interpolated from observed gravity values.
 QX0144
 QX0144;                    North         East    Units  Estimated Accuracy
 QX0144;SPC MT       -   157,880.      508,880.      MT  (+/- 180 meters Scaled)
 QX0144
 QX0144                          SUPERSEDED SURVEY CONTROL
 QX0144
 QX0144  NGVD 29 (??/??/92) 1509.842  (m)         4953.54   (f) ADJ UNCH    1 2
 QX0144
 QX0144.Superseded values are not recommended for survey control.
 QX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0144.See file dsdata.txt to determine how the superseded data were derived.
 QX0144
 QX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR257568(NAD 83)
 QX0144_MARKER: DB = BENCH MARK DISK
 QX0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0144_STAMPING: F 490 1957
 QX0144_MARK LOGO: CGS   
 QX0144_PROJECTION: PROJECTING 10 CENTIMETERS
 QX0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0144+STABILITY: SURFACE MOTION
 QX0144
 QX0144  HISTORY     - Date     Condition        Report By
 QX0144  HISTORY     - 1957     MONUMENTED       CGS
 QX0144  HISTORY     - 1958     GOOD             NGS
 QX0144  HISTORY     - 1982     GOOD             NGS
 QX0144
 QX0144                          STATION DESCRIPTION
 QX0144
 QX0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0144'5.45 MI W FROM LIVINGSTON.
 QX0144'ABOUT 5.45 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0144'STATION AT LIVINGSTON, IN SECTION 18, T 2 S, R 9 E, ABOUT 0.15 MILE
 QX0144'NORTHEAST OF MILEPOST 121, 77 FEET NORTH OF THE NORTH RAIL, 92 FEET
 QX0144'NORTH-NORTHEAST OF THE CENTER OF A ROAD CROSSING, 158 FEET NORTHEAST
 QX0144'OF SEMAPHOR 120.9, 21 FEET NORTHEAST OF THE CENTER LINE OF A DIRT
 QX0144'ROAD, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 QX0144'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 QX0144'CONCRETE POST AND PROJECTING 7 INCHES.
 QX0144
 QX0144                          STATION RECOVERY (1982)
 QX0144
 QX0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0144'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0144'8.0 KM (4.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0144'JUNCTION WITH U. S. HIGHWAY 89 IN LIVINGSTON, THENCE 0.2 KM (0.1 MI)
 QX0144'NORTHERLY ALONG A GRAVELED ROAD, 0.2 KM (0.1 MI) EAST OF RAILROAD
 QX0144'MILEPOST 121, 23.5 METERS (77.1 FT) NORTHEAST OF THE NEAR RAIL OF THE
 QX0144'BURLINGTON NORTHERN RAILROAD, 6.4 METERS (21.0 FT) NORTHEAST OF THE
 QX0144'CENTER OF THE ROAD, 2.0 METERS (6.6 FT) WEST OF A FENCE CORNER AND 0.6
 QX0144'METER (2.0 FT) WEST OF A WOODEN WITNESS POST.
 QX0144'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST AND FENCE
 QX0144'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0262 ***********************************************************************
 QW0262  DESIGNATION -  F 491
 QW0262  PID         -  QW0262
 QW0262  STATE/COUNTY-  MT/STILLWATER
 QW0262  USGS QUAD   -  RAPIDS (1956)
 QW0262
 QW0262                         *CURRENT SURVEY CONTROL
 QW0262  ___________________________________________________________________
 QW0262* NAD 83(1986)-  45 36 11.     (N)    109 02 02.     (W)     SCALED    
 QW0262* NAVD 88     -      1053.694  (meters)    3456.99   (feet)  ADJUSTED  
 QW0262  ___________________________________________________________________
 QW0262  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 QW0262  DYNAMIC HT  -        1053.429 (meters)    3456.12  (feet)  COMP
 QW0262  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 QW0262
 QW0262  VERT ORDER  -  FIRST     CLASS II
 QW0262
 QW0262.The horizontal coordinates were scaled from a topographic map and have
 QW0262.an estimated accuracy of +/- 6 seconds.
 QW0262
 QW0262.The orthometric height was determined by differential leveling
 QW0262.and adjusted by the National Geodetic Survey in June 1991..
 QW0262
 QW0262.The geoid height was determined by GEOID03.
 QW0262
 QW0262.The dynamic height is computed by dividing the NAVD 88
 QW0262.geopotential number by the normal gravity value computed on the
 QW0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0262.degrees latitude (g = 980.6199 gals.).
 QW0262
 QW0262.The modeled gravity was interpolated from observed gravity values.
 QW0262
 QW0262;                    North         East    Units  Estimated Accuracy
 QW0262;SPC MT       -   150,480.      636,350.      MT  (+/- 180 meters Scaled)
 QW0262
 QW0262                          SUPERSEDED SURVEY CONTROL
 QW0262
 QW0262  NGVD 29 (??/??/92) 1052.851  (m)         3454.23   (f) ADJ UNCH    1 2
 QW0262
 QW0262.Superseded values are not recommended for survey control.
 QW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0262.See file dsdata.txt to determine how the superseded data were derived.
 QW0262
 QW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR533518(NAD 83)
 QW0262_MARKER: DB = BENCH MARK DISK
 QW0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0262_SP_SET: ABUTMENT
 QW0262_STAMPING: F 491 1957
 QW0262_MARK LOGO: CGS   
 QW0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0262
 QW0262  HISTORY     - Date     Condition        Report By
 QW0262  HISTORY     - 1957     MONUMENTED       CGS
 QW0262  HISTORY     - 1982     GOOD             NGS
 QW0262
 QW0262                          STATION DESCRIPTION
 QW0262
 QW0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0262'6.0 MI SW FROM PARK CITY.
 QW0262'ABOUT 6.0 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0262'STATION AT PARK CITY, IN SECTION 5, T 3 S, R 22 E, 15 POLES NORTHEAST
 QW0262'OF MILEPOST 29, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 QW0262'CONCRETE ABUTMENT OF BRIDGE NUMBER 28 OVER BIG DITCH CANAL, 6 FEET
 QW0262'NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 QW0262
 QW0262                          STATION RECOVERY (1982)
 QW0262
 QW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0262'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0262'18.8 KM (11.7 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0262'FROM THE RAILROAD STATION IN COLUMBUS, O.7 KM (0.45 MI) NORTHEAST OF
 QW0262'MILEPOST 29, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 QW0262'ABUTMENT OF RAILROAD BRIDGE NUMBER 28 OVER THE BIG DITCH CANEL AND 1.9
 QW0262'METERS (6.2 FT) NORTHWEST OF THE NEAR RAIL.  NOTE=ACCESS TO THE DISK
 QW0262'IS THROUGH A 4-INCH ROUND HOLE.
 QW0262'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0050 ***********************************************************************
 QW0050  DESIGNATION -  F 492
 QW0050  PID         -  QW0050
 QW0050  STATE/COUNTY-  MT/YELLOWSTONE
 QW0050  USGS QUAD   -  HUNTLEY (1975)
 QW0050
 QW0050                         *CURRENT SURVEY CONTROL
 QW0050  ___________________________________________________________________
 QW0050* NAD 83(1986)-  45 55 16.     (N)    108 15 19.     (W)     SCALED    
 QW0050* NAVD 88     -       916.011  (meters)    3005.28   (feet)  ADJUSTED  
 QW0050  ___________________________________________________________________
 QW0050  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 QW0050  DYNAMIC HT  -         915.843 (meters)    3004.73  (feet)  COMP
 QW0050  MODELED GRAV-     980,400.5   (mgal)                       NAVD 88
 QW0050
 QW0050  VERT ORDER  -  FIRST     CLASS II
 QW0050
 QW0050.The horizontal coordinates were scaled from a topographic map and have
 QW0050.an estimated accuracy of +/- 6 seconds.
 QW0050
 QW0050.The orthometric height was determined by differential leveling
 QW0050.and adjusted by the National Geodetic Survey in June 1991..
 QW0050
 QW0050.The geoid height was determined by GEOID03.
 QW0050
 QW0050.The dynamic height is computed by dividing the NAVD 88
 QW0050.geopotential number by the normal gravity value computed on the
 QW0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0050.degrees latitude (g = 980.6199 gals.).
 QW0050
 QW0050.The modeled gravity was interpolated from observed gravity values.
 QW0050
 QW0050;                    North         East    Units  Estimated Accuracy
 QW0050;SPC MT       -   186,480.      696,510.      MT  (+/- 180 meters Scaled)
 QW0050
 QW0050                          SUPERSEDED SURVEY CONTROL
 QW0050
 QW0050  NGVD 29 (??/??/92)  915.290  (m)         3002.91   (f) ADJ UNCH    1 2
 QW0050
 QW0050.Superseded values are not recommended for survey control.
 QW0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0050.See file dsdata.txt to determine how the superseded data were derived.
 QW0050
 QW0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR128889(NAD 83)
 QW0050_MARKER: DB = BENCH MARK DISK
 QW0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0050_SP_SET: RETAINING WALL
 QW0050_STAMPING: F 492 1957
 QW0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0050
 QW0050  HISTORY     - Date     Condition        Report By
 QW0050  HISTORY     - 1957     MONUMENTED       CGS
 QW0050
 QW0050                          STATION DESCRIPTION
 QW0050
 QW0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0050'3.25 MI NE FROM HUNTLEY.
 QW0050'ABOUT 3.25 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0050'STATION AT HUNTLEY, 6 1/2 POLES NORTHEAST OF MILEPOST 210, IN THE TOP
 QW0050'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE RETAINING WALL OF
 QW0050'BRIDGE NUMBER 209 OVER CUSTER COULEE, 4 1/2 FEET NORTHWEST OF THE
 QW0050'NORTHWEST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0051 ***********************************************************************
 QW0051  DESIGNATION -  F 492 RESET
 QW0051  PID         -  QW0051
 QW0051  STATE/COUNTY-  MT/YELLOWSTONE
 QW0051  USGS QUAD   -  HUNTLEY (1975)
 QW0051
 QW0051                         *CURRENT SURVEY CONTROL
 QW0051  ___________________________________________________________________
 QW0051* NAD 83(1986)-  45 55 16.     (N)    108 15 16.     (W)     SCALED    
 QW0051* NAVD 88     -       916.014  (meters)    3005.29   (feet)  ADJUSTED  
 QW0051  ___________________________________________________________________
 QW0051  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 QW0051  DYNAMIC HT  -         915.845 (meters)    3004.73  (feet)  COMP
 QW0051  MODELED GRAV-     980,400.5   (mgal)                       NAVD 88
 QW0051
 QW0051  VERT ORDER  -  FIRST     CLASS II
 QW0051
 QW0051.The horizontal coordinates were scaled from a topographic map and have
 QW0051.an estimated accuracy of +/- 6 seconds.
 QW0051
 QW0051.The orthometric height was determined by differential leveling
 QW0051.and adjusted by the National Geodetic Survey in June 1991..
 QW0051
 QW0051.The geoid height was determined by GEOID03.
 QW0051
 QW0051.The dynamic height is computed by dividing the NAVD 88
 QW0051.geopotential number by the normal gravity value computed on the
 QW0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0051.degrees latitude (g = 980.6199 gals.).
 QW0051
 QW0051.The modeled gravity was interpolated from observed gravity values.
 QW0051
 QW0051;                    North         East    Units  Estimated Accuracy
 QW0051;SPC MT       -   186,480.      696,580.      MT  (+/- 180 meters Scaled)
 QW0051
 QW0051                          SUPERSEDED SURVEY CONTROL
 QW0051
 QW0051.No superseded survey control is available for this station.
 QW0051
 QW0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR128889(NAD 83)
 QW0051_MARKER: DB = BENCH MARK DISK
 QW0051_SETTING: 0 = UNSPECIFIED SETTING
 QW0051_STAMPING: F 492 RESET 1974
 QW0051_MARK LOGO: NGS   
 QW0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0051
 QW0051  HISTORY     - Date     Condition        Report By
 QW0051  HISTORY     - 1974     MONUMENTED       BNRR
 QW0051  HISTORY     - 1981     GOOD             NGS
 QW0051
 QW0051                          STATION DESCRIPTION
 QW0051
 QW0051'DESCRIBED BY BURLINGTON NORTHERN RR 1974
 QW0051'3.25 MI NE FROM HUNTLEY.
 QW0051'LOCATED ABOUT 3.25 MILES NORTHEAST ALONG THE BURLINGTON NORTHERN INC.
 QW0051'(FORMERLY NORTHERN PACIFIC RAILWAY) FROM THE STATION OF HUNTLEY, MT. 6
 QW0051'1/2 POLES NORTHEAST OF MILEPOST 210, 1.5 FEET WEST OF THE WEST END OF
 QW0051'BRIDGE AND 7.35 FEET NORTH OF THE CENTERLINE OF TRACK ON THE NORTH
 QW0051'BULKHEAD OF BRIDGE NO. 209 OVER CUSTER COULEE, 4 1/2 FEET NORTHWEST OF
 QW0051'THE NORTHWEST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 QW0051
 QW0051                          STATION RECOVERY (1981)
 QW0051
 QW0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0216 ***********************************************************************
 QX0216  DESIGNATION -  F 493
 QX0216  PID         -  QX0216
 QX0216  STATE/COUNTY-  MT/GALLATIN
 QX0216  USGS QUAD   -  BOZEMAN (1987)
 QX0216
 QX0216                         *CURRENT SURVEY CONTROL
 QX0216  ___________________________________________________________________
 QX0216* NAD 83(1986)-  45 44 40.     (N)    111 07 01.     (W)     SCALED    
 QX0216* NAVD 88     -      1379.139  (meters)    4524.73   (feet)  POSTED    
 QX0216  ___________________________________________________________________
 QX0216  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 QX0216  DYNAMIC HT  -        1378.660 (meters)    4523.15  (feet)  COMP
 QX0216  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 QX0216
 QX0216  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QX0216
 QX0216.The horizontal coordinates were scaled from a topographic map and have
 QX0216.an estimated accuracy of +/- 6 seconds.
 QX0216
 QX0216.The orthometric height was determined by differential leveling
 QX0216.and adjusted by the National Geodetic Survey in 1992..
 QX0216.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QX0216.rate of 4.1 thru 8.0 mm/km.
 QX0216
 QX0216.The geoid height was determined by GEOID03.
 QX0216
 QX0216.The dynamic height is computed by dividing the NAVD 88
 QX0216.geopotential number by the normal gravity value computed on the
 QX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0216.degrees latitude (g = 980.6199 gals.).
 QX0216
 QX0216.The modeled gravity was interpolated from observed gravity values.
 QX0216
 QX0216;                    North         East    Units  Estimated Accuracy
 QX0216;SPC MT       -   167,380.      474,230.      MT  (+/- 180 meters Scaled)
 QX0216
 QX0216                          SUPERSEDED SURVEY CONTROL
 QX0216
 QX0216  NGVD 29 (??/??/92) 1377.992  (m)         4520.96   (f) ADJ UNCH    1 2
 QX0216
 QX0216.Superseded values are not recommended for survey control.
 QX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0216.See file dsdata.txt to determine how the superseded data were derived.
 QX0216
 QX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR909656(NAD 83)
 QX0216_MARKER: DB = BENCH MARK DISK
 QX0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0216_SP_SET: CULVERT
 QX0216_STAMPING: F 493 1957
 QX0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0216
 QX0216  HISTORY     - Date     Condition        Report By
 QX0216  HISTORY     - 1957     MONUMENTED       CGS
 QX0216  HISTORY     - 1958     GOOD             NGS
 QX0216  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0216
 QX0216                          STATION DESCRIPTION
 QX0216
 QX0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0216'5.9 MI NW FROM BOZEMAN.
 QX0216'ABOUT 5.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0216'STATION AT BOZEMAN, IN SECTION 16, T 1 S, R 5 E, ABOUT 3.55 MILES
 QX0216'SOUTHEAST OF THE STATION AT BELGRADE, 13 POLES NORTHWEST OF MILEPOST
 QX0216'146, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST STONE HEAD WALL
 QX0216'OF A 4-FOOT ARCH CULVERT, 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 QX0216'ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 QX0216
 QX0216                          STATION RECOVERY (1982)
 QX0216
 QX0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0363 ***********************************************************************
 QW0363  DESIGNATION -  F 494
 QW0363  PID         -  QW0363
 QW0363  STATE/COUNTY-  MT/SWEET GRASS
 QW0363  USGS QUAD   -  BIG TIMBER (1981)
 QW0363
 QW0363                         *CURRENT SURVEY CONTROL
 QW0363  ___________________________________________________________________
 QW0363* NAD 83(1986)-  45 48 45.     (N)    109 57 34.     (W)     SCALED    
 QW0363* NAVD 88     -      1282.835  (meters)    4208.77   (feet)  ADJUSTED  
 QW0363  ___________________________________________________________________
 QW0363  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 QW0363  DYNAMIC HT  -        1282.455 (meters)    4207.52  (feet)  COMP
 QW0363  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 QW0363
 QW0363  VERT ORDER  -  FIRST     CLASS II
 QW0363
 QW0363.The horizontal coordinates were scaled from a topographic map and have
 QW0363.an estimated accuracy of +/- 6 seconds.
 QW0363
 QW0363.The orthometric height was determined by differential leveling
 QW0363.and adjusted by the National Geodetic Survey in June 1991..
 QW0363
 QW0363.The geoid height was determined by GEOID03.
 QW0363
 QW0363.The dynamic height is computed by dividing the NAVD 88
 QW0363.geopotential number by the normal gravity value computed on the
 QW0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0363.degrees latitude (g = 980.6199 gals.).
 QW0363
 QW0363.The modeled gravity was interpolated from observed gravity values.
 QW0363
 QW0363;                    North         East    Units  Estimated Accuracy
 QW0363;SPC MT       -   173,750.      564,300.      MT  (+/- 180 meters Scaled)
 QW0363
 QW0363                          SUPERSEDED SURVEY CONTROL
 QW0363
 QW0363  NGVD 29 (??/??/92) 1281.811  (m)         4205.41   (f) ADJ UNCH    1 2
 QW0363
 QW0363.Superseded values are not recommended for survey control.
 QW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0363.See file dsdata.txt to determine how the superseded data were derived.
 QW0363
 QW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR808737(NAD 83)
 QW0363_MARKER: DB = BENCH MARK DISK
 QW0363_SETTING: 66 = SET IN ROCK OUTCROP
 QW0363_SP_SET: ROCK OUTCROP
 QW0363_STAMPING: F 494 1957
 QW0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0363+STABILITY: POSITION/ELEVATION WELL
 QW0363
 QW0363  HISTORY     - Date     Condition        Report By
 QW0363  HISTORY     - 1957     MONUMENTED       CGS
 QW0363  HISTORY     - 1958     GOOD             NGS
 QW0363  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0363
 QW0363                          STATION DESCRIPTION
 QW0363
 QW0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QW0363'1.95 MI S FROM BIG TIMBER.
 QW0363'ABOUT 0.75 MILE SOUTHEAST ALONG MCLEOD AVENUE FROM THE NORTHERN
 QW0363'PACIFIC RAILWAY STATION AT BIG TIMBER, AND THENCE 1.2 MILES SOUTHWEST
 QW0363'ALONG THE ASPHALT ROAD LEADING TO MCLEOD, IN SECTION 27, T 1 N, R 14
 QW0363'E, AT THE INTERSECTION OF A GRAVEL ROAD LEADING TO THE BIG TIMBER
 QW0363'AIRPORT, IN THE TOP OF A ROCK OUTCROP AT THE FOOT OF A BLUFF, 115 FEET
 QW0363'WEST OF THE CENTER LINE OF THE ASPHALT ROAD, 106 FEET NORTHWEST OF THE
 QW0363'CENTER LINE OF THE GRAVEL ROAD, 60 FEET EAST OF A POINT IN LINE WITH A
 QW0363'ROW OF TELEPHONE POLES, 40 1/2 FEET WEST OF A FENCE, AND ABOUT 2 1/2
 QW0363'FEET ABOVE THE GROUND.
 QW0363
 QW0363                          STATION RECOVERY (1982)
 QW0363
 QW0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0341 ***********************************************************************
 RX0341  DESIGNATION -  F 495
 RX0341  PID         -  RX0341
 RX0341  STATE/COUNTY-  MT/SILVER BOW
 RX0341  USGS QUAD   -  BUTTE NORTH (1996)
 RX0341
 RX0341                         *CURRENT SURVEY CONTROL
 RX0341  ___________________________________________________________________
 RX0341* NAD 83(1986)-  46 00 36.     (N)    112 30 15.     (W)     SCALED    
 RX0341* NAVD 88     -      1679.553  (meters)    5510.33   (feet)  ADJUSTED  
 RX0341  ___________________________________________________________________
 RX0341  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 RX0341  DYNAMIC HT  -        1678.875 (meters)    5508.11  (feet)  COMP
 RX0341  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 RX0341
 RX0341  VERT ORDER  -  FIRST     CLASS II
 RX0341
 RX0341.The horizontal coordinates were scaled from a topographic map and have
 RX0341.an estimated accuracy of +/- 6 seconds.
 RX0341
 RX0341.The orthometric height was determined by differential leveling
 RX0341.and adjusted by the National Geodetic Survey in June 1991..
 RX0341
 RX0341.The geoid height was determined by GEOID03.
 RX0341
 RX0341.The dynamic height is computed by dividing the NAVD 88
 RX0341.geopotential number by the normal gravity value computed on the
 RX0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0341.degrees latitude (g = 980.6199 gals.).
 RX0341
 RX0341.The modeled gravity was interpolated from observed gravity values.
 RX0341
 RX0341;                    North         East    Units  Estimated Accuracy
 RX0341;SPC MT       -   200,050.      367,490.      MT  (+/- 180 meters Scaled)
 RX0341
 RX0341                          SUPERSEDED SURVEY CONTROL
 RX0341
 RX0341  NGVD 29 (??/??/92) 1678.253  (m)         5506.07   (f) ADJ UNCH    1 2
 RX0341
 RX0341.Superseded values are not recommended for survey control.
 RX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0341.See file dsdata.txt to determine how the superseded data were derived.
 RX0341
 RX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR835962(NAD 83)
 RX0341_MARKER: DB = BENCH MARK DISK
 RX0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0341_SP_SET: ABUTMENT
 RX0341_STAMPING: F 495 1957
 RX0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0341
 RX0341  HISTORY     - Date     Condition        Report By
 RX0341  HISTORY     - 1957     MONUMENTED       CGS
 RX0341  HISTORY     - 1959     GOOD             NGS
 RX0341
 RX0341                          STATION DESCRIPTION
 RX0341
 RX0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0341'1.6 MI NE FROM BUTTE.
 RX0341'ABOUT 1.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RX0341'STATION AT BUTTE, IN SECTION 17, R 7 W, T 3 N, ABOUT 0.4 MILE EAST OF
 RX0341'MILEPOST 70, 9 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.6
 RX0341'MILE WEST OF THE GARFIELD STREET CROSSING, ABOUT 75 FEET EAST OF THE
 RX0341'GREAT NORTHERN RAILWAY MILEPOST 286, 32 FEET SOUTHEAST OF THE
 RX0341'SOUTHEAST RAIL OF THE GREAT NORTHERN RAILWAY, IN THE TOP OF THE NORTH
 RX0341'END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE OVER SILVER BOW CREEK,
 RX0341'AND ABOUT 7 INCHES BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0023 ***********************************************************************
 QY0023  DESIGNATION -  F 496
 QY0023  PID         -  QY0023
 QY0023  STATE/COUNTY-  MT/JEFFERSON
 QY0023  USGS QUAD   -  DELMOE LAKE (1978)
 QY0023
 QY0023                         *CURRENT SURVEY CONTROL
 QY0023  ___________________________________________________________________
 QY0023* NAD 83(1986)-  45 54 55.     (N)    112 21 37.     (W)     SCALED    
 QY0023* NAVD 88     -      1839.422  (meters)    6034.84   (feet)  ADJUSTED  
 QY0023  ___________________________________________________________________
 QY0023  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 QY0023  DYNAMIC HT  -        1838.679 (meters)    6032.40  (feet)  COMP
 QY0023  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 QY0023
 QY0023  VERT ORDER  -  FIRST     CLASS II
 QY0023
 QY0023.The horizontal coordinates were scaled from a topographic map and have
 QY0023.an estimated accuracy of +/- 6 seconds.
 QY0023
 QY0023.The orthometric height was determined by differential leveling
 QY0023.and adjusted by the National Geodetic Survey in June 1991..
 QY0023
 QY0023.The geoid height was determined by GEOID03.
 QY0023
 QY0023.The dynamic height is computed by dividing the NAVD 88
 QY0023.geopotential number by the normal gravity value computed on the
 QY0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0023.degrees latitude (g = 980.6199 gals.).
 QY0023
 QY0023.The modeled gravity was interpolated from observed gravity values.
 QY0023
 QY0023;                    North         East    Units  Estimated Accuracy
 QY0023;SPC MT       -   189,120.      378,240.      MT  (+/- 180 meters Scaled)
 QY0023
 QY0023                          SUPERSEDED SURVEY CONTROL
 QY0023
 QY0023  NGVD 29 (??/??/92) 1838.147  (m)         6030.65   (f) ADJ UNCH    1 2
 QY0023
 QY0023.Superseded values are not recommended for survey control.
 QY0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0023.See file dsdata.txt to determine how the superseded data were derived.
 QY0023
 QY0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR945855(NAD 83)
 QY0023_MARKER: DB = BENCH MARK DISK
 QY0023_SETTING: 66 = SET IN ROCK OUTCROP
 QY0023_SP_SET: GRANITE ROCK
 QY0023_STAMPING: F 496 1957
 QY0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0023+STABILITY: POSITION/ELEVATION WELL
 QY0023
 QY0023  HISTORY     - Date     Condition        Report By
 QY0023  HISTORY     - 1957     MONUMENTED       CGS
 QY0023  HISTORY     - 1958     GOOD             NGS
 QY0023
 QY0023                          STATION DESCRIPTION
 QY0023
 QY0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0023'13.2 MI SE FROM BUTTE.
 QY0023'13.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0023'STATION AT BUTTE, IN SECTION 21, T 2 N, R 6 W, 125 FEET WEST OF
 QY0023'MILEPOST 58, IN THE TOP OF A LARGE GRANITE ROCK WHICH PROJECTS 4 FEET,
 QY0023'22 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 QY0023'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0398 ***********************************************************************
 QX0398  DESIGNATION -  F 498
 QX0398  PID         -  QX0398
 QX0398  STATE/COUNTY-  MT/GALLATIN
 QX0398  USGS QUAD   -  WILLOW CREEK (1987)
 QX0398
 QX0398                         *CURRENT SURVEY CONTROL
 QX0398  ___________________________________________________________________
 QX0398* NAD 83(1986)-  45 47 36.     (N)    111 43 21.     (W)     SCALED    
 QX0398* NAVD 88     -      1274.762  (meters)    4182.28   (feet)  ADJUSTED  
 QX0398  ___________________________________________________________________
 QX0398  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 QX0398  DYNAMIC HT  -        1274.396 (meters)    4181.08  (feet)  COMP
 QX0398  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 QX0398
 QX0398  VERT ORDER  -  FIRST     CLASS II
 QX0398
 QX0398.The horizontal coordinates were scaled from a topographic map and have
 QX0398.an estimated accuracy of +/- 6 seconds.
 QX0398
 QX0398.The orthometric height was determined by differential leveling
 QX0398.and adjusted by the National Geodetic Survey in June 1991..
 QX0398
 QX0398.The geoid height was determined by GEOID03.
 QX0398
 QX0398.The dynamic height is computed by dividing the NAVD 88
 QX0398.geopotential number by the normal gravity value computed on the
 QX0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0398.degrees latitude (g = 980.6199 gals.).
 QX0398
 QX0398.The modeled gravity was interpolated from observed gravity values.
 QX0398
 QX0398;                    North         East    Units  Estimated Accuracy
 QX0398;SPC MT       -   173,970.      427,290.      MT  (+/- 180 meters Scaled)
 QX0398
 QX0398                          SUPERSEDED SURVEY CONTROL
 QX0398
 QX0398  NGVD 29 (08/20/92) 1273.715  (m)         4178.85   (f) ADJUSTED    1 2
 QX0398
 QX0398.Superseded values are not recommended for survey control.
 QX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0398.See file dsdata.txt to determine how the superseded data were derived.
 QX0398
 QX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR438713(NAD 83)
 QX0398_MARKER: DB = BENCH MARK DISK
 QX0398_SETTING: 66 = SET IN ROCK OUTCROP
 QX0398_SP_SET: BEDROCK
 QX0398_STAMPING: F 498 1957
 QX0398_MARK LOGO: CGS   
 QX0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0398+STABILITY: POSITION/ELEVATION WELL
 QX0398
 QX0398  HISTORY     - Date     Condition        Report By
 QX0398  HISTORY     - 1957     MONUMENTED       CGS
 QX0398  HISTORY     - 1958     GOOD             NGS
 QX0398  HISTORY     - 1987     GOOD             NGS
 QX0398
 QX0398                          STATION DESCRIPTION
 QX0398
 QX0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0398'2.15 MI E FROM SAPPINGTON.
 QX0398'ABOUT 2.15 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0398'STATION AT SAPPINGTON, ABOUT 4.6 MILES SOUTHWEST OF THE STATION AT
 QX0398'WILLOW CREEK, IN SECTION 34, T 1 N, R 1 W, 8 POLES SOUTHWEST OF
 QX0398'MILEPOST 17, SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE GRANITE
 QX0398'ROCK, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT MIDWAY IN A LONG
 QX0398'ROCK CUT, ABOUT 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE
 QX0398'THE LEVEL OF THE TRACK.
 QX0398
 QX0398                          STATION RECOVERY (1987)
 QX0398
 QX0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0398'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 QX0398'DELETE--4.6 MILES SOUTHWEST OF THE STATION AT WILLOW CREEK, AND 8
 QX0398'POLES SOUTHWEST OF MILEPOST 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0415 ***********************************************************************
 TN0415  DESIGNATION -  F 499
 TN0415  PID         -  TN0415
 TN0415  STATE/COUNTY-  MT/FLATHEAD
 TN0415  USGS QUAD   -  HUNGRY HORSE (1994)
 TN0415
 TN0415                         *CURRENT SURVEY CONTROL
 TN0415  ___________________________________________________________________
 TN0415* NAD 83(1986)-  48 23 05.     (N)    114 05 06.     (W)     SCALED    
 TN0415* NAVD 88     -       932.435  (meters)    3059.16   (feet)  ADJUSTED  
 TN0415  ___________________________________________________________________
 TN0415  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TN0415  DYNAMIC HT  -         932.430 (meters)    3059.15  (feet)  COMP
 TN0415  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 TN0415
 TN0415  VERT ORDER  -  FIRST     CLASS II
 TN0415
 TN0415.The horizontal coordinates were scaled from a topographic map and have
 TN0415.an estimated accuracy of +/- 6 seconds.
 TN0415
 TN0415.The orthometric height was determined by differential leveling
 TN0415.and adjusted by the National Geodetic Survey in June 1991..
 TN0415
 TN0415.The geoid height was determined by GEOID03.
 TN0415
 TN0415.The dynamic height is computed by dividing the NAVD 88
 TN0415.geopotential number by the normal gravity value computed on the
 TN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0415.degrees latitude (g = 980.6199 gals.).
 TN0415
 TN0415.The modeled gravity was interpolated from observed gravity values.
 TN0415
 TN0415;                    North         East    Units  Estimated Accuracy
 TN0415;SPC MT       -   469,390.      260,700.      MT  (+/- 180 meters Scaled)
 TN0415
 TN0415                          SUPERSEDED SURVEY CONTROL
 TN0415
 TN0415.No superseded survey control is available for this station.
 TN0415
 TN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP158631(NAD 83)
 TN0415_MARKER: DB = BENCH MARK DISK
 TN0415_SETTING: 66 = SET IN ROCK OUTCROP
 TN0415_SP_SET: ROCK OUTCROP
 TN0415_STAMPING: F 499 1979
 TN0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0415+STABILITY: POSITION/ELEVATION WELL
 TN0415
 TN0415  HISTORY     - Date     Condition        Report By
 TN0415  HISTORY     - 1979     MONUMENTED       NGS
 TN0415
 TN0415                          STATION DESCRIPTION
 TN0415
 TN0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0415'3.5 MI NE FROM COLUMBIA FALLS.
 TN0415'3.5 MILES NORTHEAST ALONG U. S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TN0415'HIGHWAY 40 AT COLUMBIA FALLS, 0.25 MILE WEST OF A
 TN0415'CONCRETE HIGHWAY BRIDGE OVER THE SOUTH FORK OF THE FLATHEAD RIVER,
 TN0415'IN A MASSIVE ROCK OUTCROP, 33 FEET SOUTH-SOUTHWEST OF THE
 TN0415'CENTERLINE OF HIGHWAY 2 AND 10 FEET NORTH-NORTHWEST OF A WOODEN SIGN
 TN0415'FOR THE FLATHEAD NATIONAL FOREST.
 TN0415'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 TN0415'THE MARK IS 3 FT ABOVE HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0295 ***********************************************************************
 ST0295  DESIGNATION -  F 5 W
 ST0295  PID         -  ST0295
 ST0295  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0295  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0295
 ST0295                         *CURRENT SURVEY CONTROL
 ST0295  ___________________________________________________________________
 ST0295* NAD 83(1986)-  47 29 07.     (N)    112 13 00.     (W)     SCALED    
 ST0295* NAVD 88     -      1189.034  (meters)    3901.02   (feet)  ADJUSTED  
 ST0295  ___________________________________________________________________
 ST0295  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0295  DYNAMIC HT  -        1188.897 (meters)    3900.57  (feet)  COMP
 ST0295  MODELED GRAV-     980,456.2   (mgal)                       NAVD 88
 ST0295
 ST0295  VERT ORDER  -  SECOND    CLASS 0
 ST0295
 ST0295.The horizontal coordinates were scaled from a topographic map and have
 ST0295.an estimated accuracy of +/- 6 seconds.
 ST0295
 ST0295.The orthometric height was determined by differential leveling
 ST0295.and adjusted by the National Geodetic Survey in June 1991..
 ST0295
 ST0295.The geoid height was determined by GEOID03.
 ST0295
 ST0295.The dynamic height is computed by dividing the NAVD 88
 ST0295.geopotential number by the normal gravity value computed on the
 ST0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0295.degrees latitude (g = 980.6199 gals.).
 ST0295
 ST0295.The modeled gravity was interpolated from observed gravity values.
 ST0295
 ST0295;                    North         East    Units  Estimated Accuracy
 ST0295;SPC MT       -   363,050.      395,420.      MT  (+/- 180 meters Scaled)
 ST0295
 ST0295                          SUPERSEDED SURVEY CONTROL
 ST0295
 ST0295  NGVD 29 (??/??/92) 1188.050  (m)         3897.79   (f) ADJ UNCH    2 0
 ST0295
 ST0295.Superseded values are not recommended for survey control.
 ST0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0295.See file dsdata.txt to determine how the superseded data were derived.
 ST0295
 ST0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT083598(NAD 83)
 ST0295_MARKER: DS = TRIANGULATION STATION DISK
 ST0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0295_STAMPING: F 5 W 1961
 ST0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0295+STABILITY: SURFACE MOTION
 ST0295
 ST0295  HISTORY     - Date     Condition        Report By
 ST0295  HISTORY     - 1961     MONUMENTED       CGS
 ST0295
 ST0295                          STATION DESCRIPTION
 ST0295
 ST0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0295'9.7 MI E FROM AUGUSTA.
 ST0295'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0295'AUGUSTA, THENCE 7.3 MILES EAST ALONG STATE HIGHWAY 21, THENCE 1.15
 ST0295'MILES SOUTH ALONG A COUNTY ROAD, NEAR THE TOP OF A LOW RIDGE, 37 FEET
 ST0295'WEST OF THE CENTER LINE OF THE ROAD, 56.7 FEET SOUTH OF F 5 W R.M.2,
 ST0295'54.0 FEET NORTH OF F 5 W R.M.1, 4.5 FEET WEST OF A FENCE, 3.7 FEET
 ST0295'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 ST0295'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0297 ***********************************************************************
 ST0297  DESIGNATION -  F 5 W AZ MK
 ST0297  PID         -  ST0297
 ST0297  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0297  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0297
 ST0297                         *CURRENT SURVEY CONTROL
 ST0297  ___________________________________________________________________
 ST0297* NAD 83(1986)-  47 29 21.     (N)    112 13 00.     (W)     SCALED    
 ST0297* NAVD 88     -      1180.632  (meters)    3873.46   (feet)  ADJUSTED  
 ST0297  ___________________________________________________________________
 ST0297  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0297  DYNAMIC HT  -        1180.496 (meters)    3873.01  (feet)  COMP
 ST0297  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 ST0297
 ST0297  VERT ORDER  -  SECOND    CLASS 0
 ST0297
 ST0297.The horizontal coordinates were scaled from a topographic map and have
 ST0297.an estimated accuracy of +/- 6 seconds.
 ST0297
 ST0297.The orthometric height was determined by differential leveling
 ST0297.and adjusted by the National Geodetic Survey in June 1991..
 ST0297
 ST0297.The geoid height was determined by GEOID03.
 ST0297
 ST0297.The dynamic height is computed by dividing the NAVD 88
 ST0297.geopotential number by the normal gravity value computed on the
 ST0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0297.degrees latitude (g = 980.6199 gals.).
 ST0297
 ST0297.The modeled gravity was interpolated from observed gravity values.
 ST0297
 ST0297;                    North         East    Units  Estimated Accuracy
 ST0297;SPC MT       -   363,480.      395,430.      MT  (+/- 180 meters Scaled)
 ST0297
 ST0297                          SUPERSEDED SURVEY CONTROL
 ST0297
 ST0297  NGVD 29 (??/??/92) 1179.648  (m)         3870.23   (f) ADJ UNCH    2 0
 ST0297
 ST0297.Superseded values are not recommended for survey control.
 ST0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0297.See file dsdata.txt to determine how the superseded data were derived.
 ST0297
 ST0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT083602(NAD 83)
 ST0297_MARKER: DZ = AZIMUTH MARK DISK
 ST0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0297_STAMPING: F 5 W 1961
 ST0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0297+STABILITY: SURFACE MOTION
 ST0297
 ST0297  HISTORY     - Date     Condition        Report By
 ST0297  HISTORY     - 1961     MONUMENTED       CGS
 ST0297
 ST0297                          STATION DESCRIPTION
 ST0297
 ST0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0297'9.4 MI E FROM AUGUSTA.
 ST0297'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0297'AUGUSTA, THENCE 7.3 MILES EAST ALONG STATE HIGHWAY 21, THENCE 0.85
 ST0297'MILE SOUTH ALONG A COUNTY ROAD, 85 YARDS SOUTH OF THE TOP OF A GRADE,
 ST0297'36 FEET WEST OF THE CENTER LINE OF THE ROAD, 152 FEET NORTH-NORTHWEST
 ST0297'OF THE WEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 2.3 FEET
 ST0297'SOUTH OF A T FENCE JUNCTION, 1.5 FEET WEST OF A FENCE, 1.9 FEET NORTH
 ST0297'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0297'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0294 ***********************************************************************
 ST0294  DESIGNATION -  F 5 W RM 1
 ST0294  PID         -  ST0294
 ST0294  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0294  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0294
 ST0294                         *CURRENT SURVEY CONTROL
 ST0294  ___________________________________________________________________
 ST0294* NAD 83(1986)-  47 29 06.     (N)    112 13 02.     (W)     SCALED    
 ST0294* NAVD 88     -      1189.219  (meters)    3901.63   (feet)  ADJUSTED  
 ST0294  ___________________________________________________________________
 ST0294  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0294  DYNAMIC HT  -        1189.081 (meters)    3901.18  (feet)  COMP
 ST0294  MODELED GRAV-     980,456.2   (mgal)                       NAVD 88
 ST0294
 ST0294  VERT ORDER  -  SECOND    CLASS 0
 ST0294
 ST0294.The horizontal coordinates were scaled from a topographic map and have
 ST0294.an estimated accuracy of +/- 6 seconds.
 ST0294
 ST0294.The orthometric height was determined by differential leveling
 ST0294.and adjusted by the National Geodetic Survey in June 1991..
 ST0294
 ST0294.The geoid height was determined by GEOID03.
 ST0294
 ST0294.The dynamic height is computed by dividing the NAVD 88
 ST0294.geopotential number by the normal gravity value computed on the
 ST0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0294.degrees latitude (g = 980.6199 gals.).
 ST0294
 ST0294.The modeled gravity was interpolated from observed gravity values.
 ST0294
 ST0294;                    North         East    Units  Estimated Accuracy
 ST0294;SPC MT       -   363,020.      395,380.      MT  (+/- 180 meters Scaled)
 ST0294
 ST0294                          SUPERSEDED SURVEY CONTROL
 ST0294
 ST0294  NGVD 29 (??/??/92) 1188.234  (m)         3898.40   (f) ADJ UNCH    2 0
 ST0294
 ST0294.Superseded values are not recommended for survey control.
 ST0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0294.See file dsdata.txt to determine how the superseded data were derived.
 ST0294
 ST0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT083597(NAD 83)
 ST0294_MARKER: DR = REFERENCE MARK DISK
 ST0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0294_STAMPING: F 5 W NO. 1 1961
 ST0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0294+STABILITY: SURFACE MOTION
 ST0294
 ST0294  HISTORY     - Date     Condition        Report By
 ST0294  HISTORY     - 1961     MONUMENTED       CGS
 ST0294
 ST0294                          STATION DESCRIPTION
 ST0294
 ST0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0294'9.7 MI E FROM AUGUSTA.
 ST0294'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0294'AUGUSTA, THENCE 7.3 MILES EAST ALONG STATE HIGHWAY 21, THENCE 1.15
 ST0294'MILES SOUTH ALONG A COUNTY ROAD, NEAR THE TOP OF A LOW RIDGE, 35 FEET
 ST0294'WEST OF THE CENTER LINE OF THE ROAD, 54.0 FEET SOUTH OF F 5 W, 2.0
 ST0294'FEET WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 ST0294'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0296 ***********************************************************************
 ST0296  DESIGNATION -  F 5 W RM 2
 ST0296  PID         -  ST0296
 ST0296  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0296  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0296
 ST0296                         *CURRENT SURVEY CONTROL
 ST0296  ___________________________________________________________________
 ST0296* NAD 83(1986)-  47 29 05.     (N)    112 13 00.     (W)     SCALED    
 ST0296* NAVD 88     -      1188.721  (meters)    3900.00   (feet)  ADJUSTED  
 ST0296  ___________________________________________________________________
 ST0296  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0296  DYNAMIC HT  -        1188.583 (meters)    3899.54  (feet)  COMP
 ST0296  MODELED GRAV-     980,456.1   (mgal)                       NAVD 88
 ST0296
 ST0296  VERT ORDER  -  SECOND    CLASS 0
 ST0296
 ST0296.The horizontal coordinates were scaled from a topographic map and have
 ST0296.an estimated accuracy of +/- 6 seconds.
 ST0296
 ST0296.The orthometric height was determined by differential leveling
 ST0296.and adjusted by the National Geodetic Survey in June 1991..
 ST0296
 ST0296.The geoid height was determined by GEOID03.
 ST0296
 ST0296.The dynamic height is computed by dividing the NAVD 88
 ST0296.geopotential number by the normal gravity value computed on the
 ST0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0296.degrees latitude (g = 980.6199 gals.).
 ST0296
 ST0296.The modeled gravity was interpolated from observed gravity values.
 ST0296
 ST0296;                    North         East    Units  Estimated Accuracy
 ST0296;SPC MT       -   362,980.      395,420.      MT  (+/- 180 meters Scaled)
 ST0296
 ST0296                          SUPERSEDED SURVEY CONTROL
 ST0296
 ST0296  NGVD 29 (??/??/92) 1187.736  (m)         3896.76   (f) ADJ UNCH    2 0
 ST0296
 ST0296.Superseded values are not recommended for survey control.
 ST0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0296.See file dsdata.txt to determine how the superseded data were derived.
 ST0296
 ST0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT083597(NAD 83)
 ST0296_MARKER: DR = REFERENCE MARK DISK
 ST0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0296_STAMPING: F 5 W NO. 2 1961
 ST0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0296+STABILITY: SURFACE MOTION
 ST0296
 ST0296  HISTORY     - Date     Condition        Report By
 ST0296  HISTORY     - 1961     MONUMENTED       CGS
 ST0296
 ST0296                          STATION DESCRIPTION
 ST0296
 ST0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0296'9.7 MI E FROM AUGUSTA.
 ST0296'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0296'AUGUSTA, THENCE 7.3 MILES EAST ALONG STATE HIGHWAY 21, THENCE 1.15
 ST0296'MILES SOUTH ALONG A COUNTY ROAD, NEAT THE TOP OF A LOW RIDGE, 36 FEET
 ST0296'WEST OF THE CENTER LINE OF THE ROAD, 56.7 FEET NORTH OF F 5 W, 2.0
 ST0296'FEET WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 ST0296'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0753 ***********************************************************************
 TM0753  DESIGNATION -  F 500
 TM0753  PID         -  TM0753
 TM0753  STATE/COUNTY-  MT/FLATHEAD
 TM0753  USGS QUAD   -  NYACK (1994)
 TM0753
 TM0753                         *CURRENT SURVEY CONTROL
 TM0753  ___________________________________________________________________
 TM0753* NAD 83(1986)-  48 25 20.     (N)    113 46 06.     (W)     SCALED    
 TM0753* NAVD 88     -      1036.474  (meters)    3400.50   (feet)  ADJUSTED  
 TM0753  ___________________________________________________________________
 TM0753  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TM0753  DYNAMIC HT  -        1036.442 (meters)    3400.39  (feet)  COMP
 TM0753  MODELED GRAV-     980,546.0   (mgal)                       NAVD 88
 TM0753
 TM0753  VERT ORDER  -  FIRST     CLASS II
 TM0753
 TM0753.The horizontal coordinates were scaled from a topographic map and have
 TM0753.an estimated accuracy of +/- 6 seconds.
 TM0753
 TM0753.The orthometric height was determined by differential leveling
 TM0753.and adjusted by the National Geodetic Survey in June 1991..
 TM0753
 TM0753.The geoid height was determined by GEOID03.
 TM0753
 TM0753.The dynamic height is computed by dividing the NAVD 88
 TM0753.geopotential number by the normal gravity value computed on the
 TM0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0753.degrees latitude (g = 980.6199 gals.).
 TM0753
 TM0753.The modeled gravity was interpolated from observed gravity values.
 TM0753
 TM0753;                    North         East    Units  Estimated Accuracy
 TM0753;SPC MT       -   472,230.      284,330.      MT  (+/- 180 meters Scaled)
 TM0753
 TM0753                          SUPERSEDED SURVEY CONTROL
 TM0753
 TM0753.No superseded survey control is available for this station.
 TM0753
 TM0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU951669(NAD 83)
 TM0753_MARKER: DB = BENCH MARK DISK
 TM0753_SETTING: 66 = SET IN ROCK OUTCROP
 TM0753_SP_SET: ROCK OUTCROP
 TM0753_STAMPING: F 500 1979
 TM0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0753+STABILITY: POSITION/ELEVATION WELL
 TM0753
 TM0753  HISTORY     - Date     Condition        Report By
 TM0753  HISTORY     - 1979     MONUMENTED       NGS
 TM0753  HISTORY     - 20060621 GOOD             GEOCAC
 TM0753
 TM0753                          STATION DESCRIPTION
 TM0753
 TM0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0753'13.1 MI SE FROM WEST GLACIER.
 TM0753'13.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0753'GLACIER NATIONAL PARK AT WEST GLACIER, IN THE NORTHWEST END OF A
 TM0753'SMALL BEDROCK CUT, SET IN A 2 FOOT BY 1 FOOT EXPOSED LEDGE OF BEDROCK,
 TM0753'32 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 2.
 TM0753'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 TM0753'THE MARK IS 3 FT ABOVE HIGHWAY.
 TM0753
 TM0753                          STATION RECOVERY (2006)
 TM0753
 TM0753'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 TM0753'GEOCAC FIRST REPORT.
 TM0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0474 ***********************************************************************
 TN0474  DESIGNATION -  F 501
 TN0474  PID         -  TN0474
 TN0474  STATE/COUNTY-  MT/FLATHEAD
 TN0474  USGS QUAD   -  WHITEFISH (1994)
 TN0474
 TN0474                         *CURRENT SURVEY CONTROL
 TN0474  ___________________________________________________________________
 TN0474* NAD 83(1986)-  48 24 39.     (N)    114 21 28.     (W)     SCALED    
 TN0474* NAVD 88     -       941.127  (meters)    3087.68   (feet)  ADJUSTED  
 TN0474  ___________________________________________________________________
 TN0474  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 TN0474  DYNAMIC HT  -         941.131 (meters)    3087.69  (feet)  COMP
 TN0474  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 TN0474
 TN0474  VERT ORDER  -  FIRST     CLASS II
 TN0474
 TN0474.The horizontal coordinates were scaled from a topographic map and have
 TN0474.an estimated accuracy of +/- 6 seconds.
 TN0474
 TN0474.The orthometric height was determined by differential leveling
 TN0474.and adjusted by the National Geodetic Survey in June 1991..
 TN0474
 TN0474.The geoid height was determined by GEOID03.
 TN0474
 TN0474.The dynamic height is computed by dividing the NAVD 88
 TN0474.geopotential number by the normal gravity value computed on the
 TN0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0474.degrees latitude (g = 980.6199 gals.).
 TN0474
 TN0474.The modeled gravity was interpolated from observed gravity values.
 TN0474
 TN0474;                    North         East    Units  Estimated Accuracy
 TN0474;SPC MT       -   473,510.      240,720.      MT  (+/- 180 meters Scaled)
 TN0474
 TN0474                          SUPERSEDED SURVEY CONTROL
 TN0474
 TN0474.No superseded survey control is available for this station.
 TN0474
 TN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP955653(NAD 83)
 TN0474_MARKER: DB = BENCH MARK DISK
 TN0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0474_SP_SET: STAINLESS STEEL ROD
 TN0474_STAMPING: F 501 1979
 TN0474_PROJECTION: FLUSH
 TN0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0474_ROD/PIPE-DEPTH: 12.2 meters
 TN0474
 TN0474  HISTORY     - Date     Condition        Report By
 TN0474  HISTORY     - 1979     MONUMENTED       NGS
 TN0474
 TN0474                          STATION DESCRIPTION
 TN0474
 TN0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0474'1.0 MI NW FROM WHITEFISH.
 TN0474'1.0 MILE NORTHWESTERLY ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 TN0474'SPOKANE AVENUE IN WHITEFISH, 99 FEET EAST OF THE CENTERLINE OF
 TN0474'THE ENTRANCE TO THE WHITEFISH LAKE RESTAURANT AND GOLF CLUB, 41.5
 TN0474'FEET NORTH OF THE CENTERLINE OF HIGHWAY 93, 14 FEET WEST OF THE
 TN0474'WEST ENTRANCE TO WHITEFISH CEMETARY, 2 FEET WEST OF THE EAST END
 TN0474'OF A WOODEN FENCE, 1 FOOT SOUTH OF FENCELINE, MARK IS ACCESSED
 TN0474'THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TN0474'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0503 ***********************************************************************
 TN0503  DESIGNATION -  F 502
 TN0503  PID         -  TN0503
 TN0503  STATE/COUNTY-  MT/FLATHEAD
 TN0503  USGS QUAD   -  BULL LAKE (1983)
 TN0503
 TN0503                         *CURRENT SURVEY CONTROL
 TN0503  ___________________________________________________________________
 TN0503* NAD 83(1986)-  48 37 36.     (N)    114 40 47.     (W)     SCALED    
 TN0503* NAVD 88     -      1003.057  (meters)    3290.86   (feet)  ADJUSTED  
 TN0503  ___________________________________________________________________
 TN0503  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TN0503  DYNAMIC HT  -        1003.057 (meters)    3290.86  (feet)  COMP
 TN0503  MODELED GRAV-     980,577.2   (mgal)                       NAVD 88
 TN0503
 TN0503  VERT ORDER  -  FIRST     CLASS II
 TN0503
 TN0503.The horizontal coordinates were scaled from a topographic map and have
 TN0503.an estimated accuracy of +/- 6 seconds.
 TN0503
 TN0503.The orthometric height was determined by differential leveling
 TN0503.and adjusted by the National Geodetic Survey in June 1991..
 TN0503
 TN0503.The geoid height was determined by GEOID03.
 TN0503
 TN0503.The dynamic height is computed by dividing the NAVD 88
 TN0503.geopotential number by the normal gravity value computed on the
 TN0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0503.degrees latitude (g = 980.6199 gals.).
 TN0503
 TN0503.The modeled gravity was interpolated from observed gravity values.
 TN0503
 TN0503;                    North         East    Units  Estimated Accuracy
 TN0503;SPC MT       -   498,970.      218,520.      MT  (+/- 180 meters Scaled)
 TN0503
 TN0503                          SUPERSEDED SURVEY CONTROL
 TN0503
 TN0503.No superseded survey control is available for this station.
 TN0503
 TN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP709885(NAD 83)
 TN0503_MARKER: DB = BENCH MARK DISK
 TN0503_SETTING: 66 = SET IN ROCK OUTCROP
 TN0503_SP_SET: ROCK OUTCROP
 TN0503_STAMPING: F 502 1979
 TN0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0503+STABILITY: POSITION/ELEVATION WELL
 TN0503
 TN0503  HISTORY     - Date     Condition        Report By
 TN0503  HISTORY     - 1979     MONUMENTED       NGS
 TN0503
 TN0503                          STATION DESCRIPTION
 TN0503
 TN0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0503'25.1 MI NW FROM WHITEFISH.
 TN0503'25.15 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0503'SPOKANE AVENUE IN WHITEFISH, APPROXIMATELY AT THE NORTHEAST EDGE OF
 TN0503'A PINE FOREST, SET 2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A ROCK
 TN0503'LEDGE, 111 FEET SOUTH-SOUTHEAST OF MILE POST 153, 82 FEET SOUTHEAST
 TN0503'OF A POWER LINE POLE THAT IS GUYED ACROSS THE HIGHWAY, 71 FEET
 TN0503'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 93, 20 FEET NORTHEAST OF THE
 TN0503'NORTHEAST FACE OF A ROCK CLIFF AND 11.5 FEET NORTHWEST OF AN 8-INCH
 TN0503'DIAMETER LONE PINE TREE.
 TN0503'THE MARK IS 4 FT  NE FROM A WITNESS POST.
 TN0503'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0541 ***********************************************************************
 TN0541  DESIGNATION -  F 503
 TN0541  PID         -  TN0541
 TN0541  STATE/COUNTY-  MT/LINCOLN
 TN0541  USGS QUAD   -  EUREKA NORTH (1983)
 TN0541
 TN0541                         *CURRENT SURVEY CONTROL
 TN0541  ___________________________________________________________________
 TN0541* NAD 83(1986)-  48 56 17.     (N)    115 03 30.     (W)     SCALED    
 TN0541* NAVD 88     -       817.121  (meters)    2680.84   (feet)  ADJUSTED  
 TN0541  ___________________________________________________________________
 TN0541  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 TN0541  DYNAMIC HT  -         817.171 (meters)    2681.00  (feet)  COMP
 TN0541  MODELED GRAV-     980,644.4   (mgal)                       NAVD 88
 TN0541
 TN0541  VERT ORDER  -  FIRST     CLASS II
 TN0541
 TN0541.The horizontal coordinates were scaled from a topographic map and have
 TN0541.an estimated accuracy of +/- 6 seconds.
 TN0541
 TN0541.The orthometric height was determined by differential leveling
 TN0541.and adjusted by the National Geodetic Survey in June 1991..
 TN0541
 TN0541.The geoid height was determined by GEOID03.
 TN0541
 TN0541.The dynamic height is computed by dividing the NAVD 88
 TN0541.geopotential number by the normal gravity value computed on the
 TN0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0541.degrees latitude (g = 980.6199 gals.).
 TN0541
 TN0541.The modeled gravity was interpolated from observed gravity values.
 TN0541
 TN0541;                    North         East    Units  Estimated Accuracy
 TN0541;SPC MT       -   535,420.      193,140.      MT  (+/- 180 meters Scaled)
 TN0541
 TN0541                          SUPERSEDED SURVEY CONTROL
 TN0541
 TN0541.No superseded survey control is available for this station.
 TN0541
 TN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ421223(NAD 83)
 TN0541_MARKER: DB = BENCH MARK DISK
 TN0541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0541_SP_SET: STAINLESS STEEL ROD
 TN0541_STAMPING: F 503 1979
 TN0541_PROJECTION: PROJECTING 3 CENTIMETERS
 TN0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0541_ROD/PIPE-DEPTH: 5.79 meters
 TN0541
 TN0541  HISTORY     - Date     Condition        Report By
 TN0541  HISTORY     - 1979     MONUMENTED       NGS
 TN0541
 TN0541                          STATION DESCRIPTION
 TN0541
 TN0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0541'4.0 MI NORTH FROM EUREKA.
 TN0541'4.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0541'IN LINE WITH A ROW OF POWER LINE POLE, 113 FEET NORTH OF THE
 TN0541'CENTERLINE OF BURMA ROAD, 47 FEET EAST OF THE CENTERLINE OF THE
 TN0541'HIGHWAY, 5 FEET SOUTH OF A POWER LINE POLE AND 3 FEET WEST OF A FENCE
 TN0541'LINE.
 TN0541'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TN0541'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0633 ***********************************************************************
 TN0633  DESIGNATION -  F 504
 TN0633  PID         -  TN0633
 TN0633  STATE/COUNTY-  MT/LINCOLN
 TN0633  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0633
 TN0633                         *CURRENT SURVEY CONTROL
 TN0633  ___________________________________________________________________
 TN0633* NAD 83(1986)-  48 47 12.     (N)    115 17 49.     (W)     SCALED    
 TN0633* NAVD 88     -       856.844  (meters)    2811.16   (feet)  ADJUSTED  
 TN0633  ___________________________________________________________________
 TN0633  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 TN0633  DYNAMIC HT  -         856.915 (meters)    2811.40  (feet)  COMP
 TN0633  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 TN0633
 TN0633  VERT ORDER  -  FIRST     CLASS II
 TN0633
 TN0633.The horizontal coordinates were scaled from a topographic map and have
 TN0633.an estimated accuracy of +/- 6 seconds.
 TN0633
 TN0633.The orthometric height was determined by differential leveling
 TN0633.and adjusted by the National Geodetic Survey in June 1991..
 TN0633
 TN0633.The geoid height was determined by GEOID03.
 TN0633
 TN0633.The dynamic height is computed by dividing the NAVD 88
 TN0633.geopotential number by the normal gravity value computed on the
 TN0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0633.degrees latitude (g = 980.6199 gals.).
 TN0633
 TN0633.The modeled gravity was interpolated from observed gravity values.
 TN0633
 TN0633;                    North         East    Units  Estimated Accuracy
 TN0633;SPC MT       -   519,900.      174,460.      MT  (+/- 180 meters Scaled)
 TN0633
 TN0633                          SUPERSEDED SURVEY CONTROL
 TN0633
 TN0633.No superseded survey control is available for this station.
 TN0633
 TN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ250051(NAD 83)
 TN0633_MARKER: DB = BENCH MARK DISK
 TN0633_SETTING: 66 = SET IN ROCK OUTCROP
 TN0633_SP_SET: ROCK OUTCROP
 TN0633_STAMPING: F 504 1979
 TN0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0633+STABILITY: POSITION/ELEVATION WELL
 TN0633
 TN0633  HISTORY     - Date     Condition        Report By
 TN0633  HISTORY     - 1979     MONUMENTED       NGS
 TN0633
 TN0633                          STATION DESCRIPTION
 TN0633
 TN0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0633'18.35 MI SW FROM EUREKA.
 TN0633'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0633'THENCE 16.35 MILES SOUTHWEST ALONG STATE HIGHWAY 37, SET IN TOP OF
 TN0633'BEDROCK NEAR THE SOUTHWEST END OF A LONG MASSIVE BEDROCK HIGHWAY CUT
 TN0633'AND ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A HIGHWAY TURNOUT,
 TN0633'39 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 72 FEET NORTHEAST
 TN0633'OF THE SOUTHWEST END OF THE CUT AND 47 FEET SOUTHWEST OF A HIGHWAY
 TN0633'SIGN READING FALLEN ROCK.
 TN0633'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 TN0633'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0657 ***********************************************************************
 TN0657  DESIGNATION -  F 505
 TN0657  PID         -  TN0657
 TN0657  STATE/COUNTY-  MT/LINCOLN
 TN0657  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0657
 TN0657                         *CURRENT SURVEY CONTROL
 TN0657  ___________________________________________________________________
 TN0657* NAD 83(1986)-  48 34 31.     (N)    115 12 20.     (W)     SCALED    
 TN0657* NAVD 88     -       801.260  (meters)    2628.80   (feet)  ADJUSTED  
 TN0657  ___________________________________________________________________
 TN0657  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 TN0657  DYNAMIC HT  -         801.320 (meters)    2629.00  (feet)  COMP
 TN0657  MODELED GRAV-     980,659.2   (mgal)                       NAVD 88
 TN0657
 TN0657  VERT ORDER  -  FIRST     CLASS II
 TN0657
 TN0657.The horizontal coordinates were scaled from a topographic map and have
 TN0657.an estimated accuracy of +/- 6 seconds.
 TN0657
 TN0657.The orthometric height was determined by differential leveling
 TN0657.and adjusted by the National Geodetic Survey in June 1991..
 TN0657
 TN0657.The geoid height was determined by GEOID03.
 TN0657
 TN0657.The dynamic height is computed by dividing the NAVD 88
 TN0657.geopotential number by the normal gravity value computed on the
 TN0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0657.degrees latitude (g = 980.6199 gals.).
 TN0657
 TN0657.The modeled gravity was interpolated from observed gravity values.
 TN0657
 TN0657;                    North         East    Units  Estimated Accuracy
 TN0657;SPC MT       -   495,970.      179,450.      MT  (+/- 180 meters Scaled)
 TN0657
 TN0657                          SUPERSEDED SURVEY CONTROL
 TN0657
 TN0657.No superseded survey control is available for this station.
 TN0657
 TN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP323817(NAD 83)
 TN0657_MARKER: DB = BENCH MARK DISK
 TN0657_SETTING: 66 = SET IN ROCK OUTCROP
 TN0657_SP_SET: ROCK OUTCROP
 TN0657_STAMPING: F 505 1980
 TN0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0657+STABILITY: POSITION/ELEVATION WELL
 TN0657
 TN0657  HISTORY     - Date     Condition        Report By
 TN0657  HISTORY     - 1980     MONUMENTED       NGS
 TN0657
 TN0657                          STATION DESCRIPTION
 TN0657
 TN0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0657'52.5 KM NE FROM LIBBY.
 TN0657'52.5 KILOMETERS (32.4 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0657'THE JUNCTION OF US HIGHWAY IN LIBBY, 0.6 KILOMETERS (0.4 MILE)
 TN0657'NORTHEAST OF HIGHWAY MILEPOST 32, SET IN TOP OF A SMALL LEDGE AT
 TN0657'THE FOOT OF AND AT THE APPROXIMATE CENTER OF A MASSIVE BEDROCK
 TN0657'HIGHWAY CUT, 14.5 METERS (47.5 FEET) EAST OF THE CENTERLINE OF THE
 TN0657'HIGHWAY, 5.0 METERS (16.5 FEET) NORTHEAST OF A 24 INCH DIAMETER STEEL
 TN0657'PIPE CULVERT UNDER THE HIGHWAY , 0.5 METER (1.5 FEET) EAST OF THE
 TN0657'WEST EDGE OF THE LEDGE, 0.6 METER ( 2.0 FEET) BELOW THE BASE OF THE
 TN0657'WITNESS POST.
 TN0657'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 TN0657'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0685 ***********************************************************************
 TN0685  DESIGNATION -  F 506
 TN0685  PID         -  TN0685
 TN0685  STATE/COUNTY-  MT/LINCOLN
 TN0685  USGS QUAD   -  SWEDE MOUNTAIN (1983)
 TN0685
 TN0685                         *CURRENT SURVEY CONTROL
 TN0685  ___________________________________________________________________
 TN0685* NAD 83(1986)-  48 22 18.     (N)    115 25 24.     (W)     SCALED    
 TN0685* NAVD 88     -       643.230  (meters)    2110.33   (feet)  ADJUSTED  
 TN0685  ___________________________________________________________________
 TN0685  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 TN0685  DYNAMIC HT  -         643.264 (meters)    2110.44  (feet)  COMP
 TN0685  MODELED GRAV-     980,645.5   (mgal)                       NAVD 88
 TN0685
 TN0685  VERT ORDER  -  FIRST     CLASS II
 TN0685
 TN0685.The horizontal coordinates were scaled from a topographic map and have
 TN0685.an estimated accuracy of +/- 6 seconds.
 TN0685
 TN0685.The orthometric height was determined by differential leveling
 TN0685.and adjusted by the National Geodetic Survey in June 1991..
 TN0685
 TN0685.The geoid height was determined by GEOID03.
 TN0685
 TN0685.The dynamic height is computed by dividing the NAVD 88
 TN0685.geopotential number by the normal gravity value computed on the
 TN0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0685.degrees latitude (g = 980.6199 gals.).
 TN0685
 TN0685.The modeled gravity was interpolated from observed gravity values.
 TN0685
 TN0685;                    North         East    Units  Estimated Accuracy
 TN0685;SPC MT       -   474,590.      161,710.      MT  (+/- 180 meters Scaled)
 TN0685
 TN0685                          SUPERSEDED SURVEY CONTROL
 TN0685
 TN0685.No superseded survey control is available for this station.
 TN0685
 TN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP167588(NAD 83)
 TN0685_MARKER: DB = BENCH MARK DISK
 TN0685_SETTING: 66 = SET IN ROCK OUTCROP
 TN0685_SP_SET: ROCK OUTCROP
 TN0685_STAMPING: F 506 1980
 TN0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0685+STABILITY: POSITION/ELEVATION WELL
 TN0685
 TN0685  HISTORY     - Date     Condition        Report By
 TN0685  HISTORY     - 1980     MONUMENTED       NGS
 TN0685
 TN0685                          STATION DESCRIPTION
 TN0685
 TN0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0685'14.7 KM NE FROM LIBBY.
 TN0685'14.7 KILOMETERS (9.05 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0685'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, 0.2 KILOMETER (0.1 MILE)
 TN0685'EAST OF A HIGHWAY OVERPASS, 0.1 KILOMETER (0.05 MILE) EAST OF
 TN0685'HIGHWAY MILEPOST 9, SET IN TOP OF A POINT OF BEDROCK AT THE FOOT
 TN0685'OF A MASSIVE HIGHWAY CUT, APPROXIMATELY 100 FEET BELOW THE BASE
 TN0685'OF A POWER LINE POLE, 7.4 METERS (24.5 FEET) NORTH OF THE CENTERLINE
 TN0685'OF THE HIGHWAY.
 TN0685'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 TN0685'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0724 ***********************************************************************
 SU0724  DESIGNATION -  F 507
 SU0724  PID         -  SU0724
 SU0724  STATE/COUNTY-  MT/LAKE
 SU0724  USGS QUAD   -  CHARLO (1965)
 SU0724
 SU0724                         *CURRENT SURVEY CONTROL
 SU0724  ___________________________________________________________________
 SU0724* NAD 83(1986)-  47 27 26.     (N)    114 09 37.     (W)     SCALED    
 SU0724* NAVD 88     -       907.609  (meters)    2977.71   (feet)  ADJUSTED  
 SU0724  ___________________________________________________________________
 SU0724  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 SU0724  DYNAMIC HT  -         907.550 (meters)    2977.52  (feet)  COMP
 SU0724  MODELED GRAV-     980,518.3   (mgal)                       NAVD 88
 SU0724
 SU0724  VERT ORDER  -  FIRST     CLASS II
 SU0724
 SU0724.The horizontal coordinates were scaled from a topographic map and have
 SU0724.an estimated accuracy of +/- 6 seconds.
 SU0724
 SU0724.The orthometric height was determined by differential leveling
 SU0724.and adjusted by the National Geodetic Survey in June 1991..
 SU0724
 SU0724.The geoid height was determined by GEOID03.
 SU0724
 SU0724.The dynamic height is computed by dividing the NAVD 88
 SU0724.geopotential number by the normal gravity value computed on the
 SU0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0724.degrees latitude (g = 980.6199 gals.).
 SU0724
 SU0724.The modeled gravity was interpolated from observed gravity values.
 SU0724
 SU0724;                    North         East    Units  Estimated Accuracy
 SU0724;SPC MT       -   366,820.      249,000.      MT  (+/- 180 meters Scaled)
 SU0724
 SU0724                          SUPERSEDED SURVEY CONTROL
 SU0724
 SU0724.No superseded survey control is available for this station.
 SU0724
 SU0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN140598(NAD 83)
 SU0724_MARKER: I = METAL ROD
 SU0724_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0724_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0724_STAMPING: F 507 1979
 SU0724_PROJECTION: FLUSH
 SU0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0724+STABILITY: POSITION/ELEVATION WELL
 SU0724_ROD/PIPE-DEPTH: 9.14 meters
 SU0724_SLEEVE-DEPTH  : 6.10 meters
 SU0724
 SU0724  HISTORY     - Date     Condition        Report By
 SU0724  HISTORY     - 1979     MONUMENTED       NGS
 SU0724
 SU0724                          STATION DESCRIPTION
 SU0724
 SU0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0724'1.8 MI NE FROM CHARLO.
 SU0724'1.85 MILES NORTHEAST ALONG STATE ROUTE 212 FROM THE POST OFFICE IN
 SU0724'CHARLO.  SET ON THE OUTSIDE OF A CURVE IN THE ROAD AND ON THE
 SU0724'SOUTHEAST CORNER OF THE JUNCTION OF TWO GRAVELLED ROADS, 323 FEET
 SU0724'NORTHWEST OF THE CENTERLINE OF THE STATE ROUTE, 72 FEET EAST OF THE
 SU0724'CENTERLINE OF THE NORTH-SOUTH GRAVELLED ROAD, 35 FEET SOUTH OF THE
 SU0724'CENTERLINE OF THE EAST-WEST GRAVELLED ROAD, 12 FEET SOUTHEAST OF
 SU0724'POWER POLE NO. 330962 WITH FIVE GUY WIRES AND A SUPPORTING GUY
 SU0724'POLE, 11 FEET NORTHWEST OF A LARGE BOULDER.
 SU0724'THE MARK IS 1 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0765 ***********************************************************************
 RX0765  DESIGNATION -  F 508
 RX0765  PID         -  RX0765
 RX0765  STATE/COUNTY-  MT/POWELL
 RX0765  USGS QUAD   -  OROFINO CREEK (1989)
 RX0765
 RX0765                         *CURRENT SURVEY CONTROL
 RX0765  ___________________________________________________________________
 RX0765* NAD 83(1986)-  46 16 37.     (N)    112 44 59.     (W)     SCALED    
 RX0765* NAVD 88     -      1430.571  (meters)    4693.47   (feet)  ADJUSTED  
 RX0765  ___________________________________________________________________
 RX0765  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RX0765  DYNAMIC HT  -        1430.109 (meters)    4691.95  (feet)  COMP
 RX0765  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 RX0765
 RX0765  VERT ORDER  -  FIRST     CLASS II
 RX0765
 RX0765.The horizontal coordinates were scaled from a topographic map and have
 RX0765.an estimated accuracy of +/- 6 seconds.
 RX0765
 RX0765.The orthometric height was determined by differential leveling
 RX0765.and adjusted by the National Geodetic Survey in June 1991..
 RX0765
 RX0765.The geoid height was determined by GEOID03.
 RX0765
 RX0765.The dynamic height is computed by dividing the NAVD 88
 RX0765.geopotential number by the normal gravity value computed on the
 RX0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0765.degrees latitude (g = 980.6199 gals.).
 RX0765
 RX0765.The modeled gravity was interpolated from observed gravity values.
 RX0765
 RX0765;                    North         East    Units  Estimated Accuracy
 RX0765;SPC MT       -   230,440.      349,730.      MT  (+/- 180 meters Scaled)
 RX0765
 RX0765                          SUPERSEDED SURVEY CONTROL
 RX0765
 RX0765.No superseded survey control is available for this station.
 RX0765
 RX0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS651263(NAD 83)
 RX0765_MARKER: I = METAL ROD
 RX0765_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RX0765_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RX0765_STAMPING: F 508 1979
 RX0765_PROJECTION: PROJECTING 8 CENTIMETERS
 RX0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0765+STABILITY: POSITION/ELEVATION WELL
 RX0765_ROD/PIPE-DEPTH: 10.7 meters
 RX0765_SLEEVE-DEPTH  : 7.01 meters
 RX0765
 RX0765  HISTORY     - Date     Condition        Report By
 RX0765  HISTORY     - 1979     MONUMENTED       NGS
 RX0765
 RX0765                          STATION DESCRIPTION
 RX0765
 RX0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0765'8.3 MI SOUTH FROM DEER LODGE.
 RX0765'8.3 MILES SOUTH ALONG THE OLD HIGHWAY FROM THE POST OFFICE AT DEER
 RX0765'LODGE, IN THE FENCE LINE BETWEEN THE OLD HIGHWAY AND RAILROAD TRACKS,
 RX0765'AND DIRECTLY ACROSS THE OLD HIGHWAY FROM THE GEM MOTEL AND STORE
 RX0765'IN DEMPSEY, 0.05 MILE EAST OF BENCH MARK V 313, 162 FEET NORTHWEST
 RX0765'OF THE NORTHWEST CORNER OF THE STORE, 58 FEET WEST OF THE
 RX0765'CENTERLINE OF THE OLD HIGHWAY, 35 FEET SOUTH OF THE CENTERLINE OF
 RX0765'A DIRT ROAD, 4 FEET EAST OF A FENCE CORNER.
 RX0765'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RX0765'THE MARK IS 1 FT BELOW CENTERLINE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0782 ***********************************************************************
 SU0782  DESIGNATION -  F 509
 SU0782  PID         -  SU0782
 SU0782  STATE/COUNTY-  MT/MINERAL
 SU0782  USGS QUAD   -  ALBERTON (1984)
 SU0782
 SU0782                         *CURRENT SURVEY CONTROL
 SU0782  ___________________________________________________________________
 SU0782* NAD 83(1986)-  47 00 06.     (N)    114 28 50.     (W)     SCALED    
 SU0782* NAVD 88     -       918.041  (meters)    3011.94   (feet)  ADJUSTED  
 SU0782  ___________________________________________________________________
 SU0782  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SU0782  DYNAMIC HT  -         917.920 (meters)    3011.54  (feet)  COMP
 SU0782  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 SU0782
 SU0782  VERT ORDER  -  FIRST     CLASS II
 SU0782
 SU0782.The horizontal coordinates were scaled from a topographic map and have
 SU0782.an estimated accuracy of +/- 6 seconds.
 SU0782
 SU0782.The orthometric height was determined by differential leveling
 SU0782.and adjusted by the National Geodetic Survey in June 1991..
 SU0782
 SU0782.The geoid height was determined by GEOID03.
 SU0782
 SU0782.The dynamic height is computed by dividing the NAVD 88
 SU0782.geopotential number by the normal gravity value computed on the
 SU0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0782.degrees latitude (g = 980.6199 gals.).
 SU0782
 SU0782.The modeled gravity was interpolated from observed gravity values.
 SU0782
 SU0782;                    North         East    Units  Estimated Accuracy
 SU0782;SPC MT       -   317,790.      221,700.      MT  (+/- 180 meters Scaled)
 SU0782
 SU0782                          SUPERSEDED SURVEY CONTROL
 SU0782
 SU0782.No superseded survey control is available for this station.
 SU0782
 SU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN915084(NAD 83)
 SU0782_MARKER: I = METAL ROD
 SU0782_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0782_SP_SET: STAINLESS STEEL ROD
 SU0782_STAMPING: F 509 1980
 SU0782_PROJECTION: FLUSH
 SU0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0782_ROD/PIPE-DEPTH: 5.8  meters
 SU0782
 SU0782  HISTORY     - Date     Condition        Report By
 SU0782  HISTORY     - 1980     MONUMENTED       NGS
 SU0782
 SU0782                          STATION DESCRIPTION
 SU0782
 SU0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0782'0.9 KM SE FROM ALBERTON.
 SU0782'0.9 KILOMETER (0.55 MILE) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0782'THE RAILROAD STREET OVERPASS IN ALBERTON, 0.5 KILOMETER (0.35 MILE)
 SU0782'WEST OF HIGHWAY MILEPOST 76, 0.3 KILOMETER (0.2 MILE) EAST AND ACROSS
 SU0782'THE HIGHWAY FROM A STATE HIGHWAY MAINTENANCE YARD, AT A DOUBLE POWER
 SU0782'POLE STRUCTURE FOR A LINE CROSSING THE HIGHWAY, 29.8 METERS (97.8
 SU0782'FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.35 METERS (4.4 FEET)
 SU0782'SOUTHWEST OF THE EAST POLE OF THE STRUCTURE, 1.6 METERS (5.3 FEET)
 SU0782'SOUTHEAST OF THE WEST POLE OF THE STRUCTURE, 0.6 METER (2.0 FEET)
 SU0782'SOUTH OF A CHAIN LINK HIGHWAY RIGHT-OF-WAY FENCE.
 SU0782'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 SU0782'THE MARK IS 0.35 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0244 ***********************************************************************
 TN0244  DESIGNATION -  F 51
 TN0244  PID         -  TN0244
 TN0244  STATE/COUNTY-  MT/LINCOLN
 TN0244  USGS QUAD   -  BEARTRAP MOUNTAIN (1983)
 TN0244
 TN0244                         *CURRENT SURVEY CONTROL
 TN0244  ___________________________________________________________________
 TN0244* NAD 83(1986)-  48 50 19.     (N)    115 14 50.     (W)     SCALED    
 TN0244* NAVD 88     -       696.626  (meters)    2285.51   (feet)  ADJUSTED  
 TN0244  ___________________________________________________________________
 TN0244  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 TN0244  DYNAMIC HT  -         696.667 (meters)    2285.65  (feet)  COMP
 TN0244  MODELED GRAV-     980,647.3   (mgal)                       NAVD 88
 TN0244
 TN0244  VERT ORDER  -  FIRST     CLASS II
 TN0244
 TN0244.The horizontal coordinates were scaled from a topographic map and have
 TN0244.an estimated accuracy of +/- 6 seconds.
 TN0244
 TN0244.The orthometric height was determined by differential leveling
 TN0244.and adjusted by the National Geodetic Survey in June 1991..
 TN0244
 TN0244.The geoid height was determined by GEOID03.
 TN0244
 TN0244.The dynamic height is computed by dividing the NAVD 88
 TN0244.geopotential number by the normal gravity value computed on the
 TN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0244.degrees latitude (g = 980.6199 gals.).
 TN0244
 TN0244.The modeled gravity was interpolated from observed gravity values.
 TN0244
 TN0244;                    North         East    Units  Estimated Accuracy
 TN0244;SPC MT       -   525,390.      178,530.      MT  (+/- 180 meters Scaled)
 TN0244
 TN0244                          SUPERSEDED SURVEY CONTROL
 TN0244
 TN0244  NGVD 29 (??/??/92)  695.424  (m)         2281.57   (f) ADJ UNCH    1 2
 TN0244
 TN0244.Superseded values are not recommended for survey control.
 TN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0244.See file dsdata.txt to determine how the superseded data were derived.
 TN0244
 TN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ286109(NAD 83)
 TN0244_MARKER: DB = BENCH MARK DISK
 TN0244_SETTING: 66 = SET IN ROCK OUTCROP
 TN0244_SP_SET: ROCK OUTCROP
 TN0244_STAMPING: F 51 1933
 TN0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0244+STABILITY: POSITION/ELEVATION WELL
 TN0244
 TN0244  HISTORY     - Date     Condition        Report By
 TN0244  HISTORY     - 1933     MONUMENTED       CGS
 TN0244  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0244
 TN0244                          STATION DESCRIPTION
 TN0244
 TN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TN0244'3.2 MI SW FROM REXFORD.
 TN0244'3.2 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0244'AT REXFORD, LINCOLN COUNTY, 0.2 MILE NORTH OF MILEPOST 1284, 936 FEET
 TN0244'NORTH OF TWO 10-INCH PIPES USED AS CONTAINERS OF SIGNAL DEVICES, 83
 TN0244'FEET EAST OF TELEPHONE POLE E/26, 37 FEET EAST OF THE TRACK, IN THE
 TN0244'TOP OF A ROCK OUTCROP, AND ABOUT 3-1/2 FEET ABOVE THE LEVEL OF THE
 TN0244'TRACK.  A STANDARD DISK, STAMPED F 51 1933.
 TN0244
 TN0244                          STATION RECOVERY (1979)
 TN0244
 TN0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0244'NOT RECOVERED ON THIS DATE.  THIS MARK WAS FLOODED BY LAKE KOOCANUSA,
 TN0244'CREATED BY THE CONSTRUCTION OF LIBBY DAM ON THE KOOTENAI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0801 ***********************************************************************
 SU0801  DESIGNATION -  F 510
 SU0801  PID         -  SU0801
 SU0801  STATE/COUNTY-  MT/MINERAL
 SU0801  USGS QUAD   -  LOZEAU (1985)
 SU0801
 SU0801                         *CURRENT SURVEY CONTROL
 SU0801  ___________________________________________________________________
 SU0801* NAD 83(1986)-  47 03 19.     (N)    114 45 35.     (W)     SCALED    
 SU0801* NAVD 88     -       882.859  (meters)    2896.51   (feet)  ADJUSTED  
 SU0801  ___________________________________________________________________
 SU0801  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 SU0801  DYNAMIC HT  -         882.753 (meters)    2896.17  (feet)  COMP
 SU0801  MODELED GRAV-     980,465.3   (mgal)                       NAVD 88
 SU0801
 SU0801  VERT ORDER  -  FIRST     CLASS II
 SU0801
 SU0801.The horizontal coordinates were scaled from a topographic map and have
 SU0801.an estimated accuracy of +/- 6 seconds.
 SU0801
 SU0801.The orthometric height was determined by differential leveling
 SU0801.and adjusted by the National Geodetic Survey in June 1991..
 SU0801
 SU0801.The geoid height was determined by GEOID03.
 SU0801
 SU0801.The dynamic height is computed by dividing the NAVD 88
 SU0801.geopotential number by the normal gravity value computed on the
 SU0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0801.degrees latitude (g = 980.6199 gals.).
 SU0801
 SU0801.The modeled gravity was interpolated from observed gravity values.
 SU0801
 SU0801;                    North         East    Units  Estimated Accuracy
 SU0801;SPC MT       -   325,120.      200,920.      MT  (+/- 180 meters Scaled)
 SU0801
 SU0801                          SUPERSEDED SURVEY CONTROL
 SU0801
 SU0801.No superseded survey control is available for this station.
 SU0801
 SU0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN701137(NAD 83)
 SU0801_MARKER: I = METAL ROD
 SU0801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0801_SP_SET: STAINLESS STEEL ROD
 SU0801_STAMPING: F 510 1980
 SU0801_PROJECTION: FLUSH
 SU0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0801_ROD/PIPE-DEPTH: 7.6  meters
 SU0801
 SU0801  HISTORY     - Date     Condition        Report By
 SU0801  HISTORY     - 1980     MONUMENTED       NGS
 SU0801
 SU0801                          STATION DESCRIPTION
 SU0801
 SU0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0801'19.4 KM SE FROM SUPERIOR.
 SU0801'19.4 KILOMETERS (12.05 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90
 SU0801'FROM THE HIGHWAY BRIDGE OVER RIVER STREET IN SUPERIOR, 32.5 METERS
 SU0801'(106.5 FEET) NORTHEAST OF THE CENTERLINE OF THE WEST-BOUND LANES
 SU0801'OF THE HIGHWAY, 46.8 METERS (153.6 FEET) NORTHWEST OF A TELEPHONE
 SU0801'CABLE BOX NUMBER LP12, 8.6 METERS (28.2 FEET) NORTHEAST OF THE
 SU0801'CENTERLINE OF THE FRONTAGE ROAD, 0.9 METERS (3.0 FEET) SOUTHEAST
 SU0801'OF THE SECOND POWER LINE POLE NORTHWEST OF THE T JUNCTION POLE
 SU0801'AT THE ENTRANCE TO THE HAPPY HALLOW RANCH, O.4 METER (1.3 FEET)
 SU0801'SOUTHWEST OF THE FRONTAGE ROAD RIGHT-OF-WAY FENCE.
 SU0801'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 SU0801'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0827 ***********************************************************************
 SU0827  DESIGNATION -  F 511
 SU0827  PID         -  SU0827
 SU0827  STATE/COUNTY-  MT/MINERAL
 SU0827  USGS QUAD   -  SAINT REGIS (1988)
 SU0827
 SU0827                         *CURRENT SURVEY CONTROL
 SU0827  ___________________________________________________________________
 SU0827* NAD 83(1986)-  47 16 54.     (N)    115 04 30.     (W)     SCALED    
 SU0827* NAVD 88     -       853.831  (meters)    2801.28   (feet)  ADJUSTED  
 SU0827  ___________________________________________________________________
 SU0827  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 SU0827  DYNAMIC HT  -         853.764 (meters)    2801.06  (feet)  COMP
 SU0827  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 SU0827
 SU0827  VERT ORDER  -  FIRST     CLASS II
 SU0827
 SU0827.The horizontal coordinates were scaled from a topographic map and have
 SU0827.an estimated accuracy of +/- 6 seconds.
 SU0827
 SU0827.The orthometric height was determined by differential leveling
 SU0827.and adjusted by the National Geodetic Survey in June 1991..
 SU0827
 SU0827.The geoid height was determined by GEOID03.
 SU0827
 SU0827.The dynamic height is computed by dividing the NAVD 88
 SU0827.geopotential number by the normal gravity value computed on the
 SU0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0827.degrees latitude (g = 980.6199 gals.).
 SU0827
 SU0827.The modeled gravity was interpolated from observed gravity values.
 SU0827
 SU0827;                    North         East    Units  Estimated Accuracy
 SU0827;SPC MT       -   351,870.      178,830.      MT  (+/- 180 meters Scaled)
 SU0827
 SU0827                          SUPERSEDED SURVEY CONTROL
 SU0827
 SU0827.No superseded survey control is available for this station.
 SU0827
 SU0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN455382(NAD 83)
 SU0827_MARKER: I = METAL ROD
 SU0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0827_SP_SET: STAINLESS STEEL ROD
 SU0827_STAMPING: F 511 1980
 SU0827_PROJECTION: FLUSH
 SU0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0827_ROD/PIPE-DEPTH: 6.0  meters
 SU0827
 SU0827  HISTORY     - Date     Condition        Report By
 SU0827  HISTORY     - 1980     MONUMENTED       NGS
 SU0827
 SU0827                          STATION DESCRIPTION
 SU0827
 SU0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0827'2.4 KM SE FROM ST REGIS.
 SU0827'2.4 KILOMETERS (1.5 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0827'THE POST OFFICE IN ST. REGIS, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF
 SU0827'HIGHWAY MILEPOST 35, 14.0 METERS (46.0 FEET) SOUTHWEST OF THE
 SU0827'CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY, 7.65 METER (25.0
 SU0827'FEET) NORTHWEST OF A 24-INCH DIAMETER PONDEROSA PINE IN A GROVE
 SU0827'OF TREES IN THE CENTER MEDIAN OF THE HIGHWAY, 1.9 METERS (6.2 FEET)
 SU0827'SOUTHEAST OF THE NORTHWEST LEG OF A LARGE SIGN EXTENDING OVER THE
 SU0827'HIGHWAY, SET LEVEL WITH THE CONCRETE FOUNDATION FOR THE SIGN LEGS.
 SU0827'THE MARK IS 0.65 METERS  SE FROM A WITNESS POST.
 SU0827'THE MARK IS 1.0 M BELOW THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0363 ***********************************************************************
 TK0363  DESIGNATION -  F 512
 TK0363  PID         -  TK0363
 TK0363  STATE/COUNTY-  MT/BLAINE
 TK0363  USGS QUAD   -  SAVOY (1964)
 TK0363
 TK0363                         *CURRENT SURVEY CONTROL
 TK0363  ___________________________________________________________________
 TK0363* NAD 83(1986)-  48 29 14.     (N)    108 34 28.     (W)     SCALED    
 TK0363* NAVD 88     -       710.192  (meters)    2330.02   (feet)  ADJUSTED  
 TK0363  ___________________________________________________________________
 TK0363  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0363  DYNAMIC HT  -         710.280 (meters)    2330.31  (feet)  COMP
 TK0363  MODELED GRAV-     980,711.3   (mgal)                       NAVD 88
 TK0363
 TK0363  VERT ORDER  -  FIRST     CLASS II
 TK0363
 TK0363.The horizontal coordinates were scaled from a topographic map and have
 TK0363.an estimated accuracy of +/- 6 seconds.
 TK0363
 TK0363.The orthometric height was determined by differential leveling
 TK0363.and adjusted by the National Geodetic Survey in June 1991..
 TK0363
 TK0363.The geoid height was determined by GEOID03.
 TK0363
 TK0363.The dynamic height is computed by dividing the NAVD 88
 TK0363.geopotential number by the normal gravity value computed on the
 TK0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0363.degrees latitude (g = 980.6199 gals.).
 TK0363
 TK0363.The modeled gravity was interpolated from observed gravity values.
 TK0363
 TK0363;                    North         East    Units  Estimated Accuracy
 TK0363;SPC MT       -   471,260.      668,400.      MT  (+/- 180 meters Scaled)
 TK0363
 TK0363                          SUPERSEDED SURVEY CONTROL
 TK0363
 TK0363.No superseded survey control is available for this station.
 TK0363
 TK0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU792732(NAD 83)
 TK0363_MARKER: DB = BENCH MARK DISK
 TK0363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0363_SP_SET: STAINLESS STEEL ROD
 TK0363_STAMPING: F 512 1979
 TK0363_PROJECTION: FLUSH
 TK0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0363_ROD/PIPE-DEPTH: 6.10 meters
 TK0363
 TK0363  HISTORY     - Date     Condition        Report By
 TK0363  HISTORY     - 1979     MONUMENTED       NGS
 TK0363
 TK0363                          STATION DESCRIPTION
 TK0363
 TK0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0363'9.9 MI EAST FROM HARLEM.
 TK0363'9.9 MILES EAST ALONG THE GREAT NORTHERN RAILROAD TRACK FROM THE
 TK0363'RAILROAD STATION IN HARLEM, AT A FIELD ENTRANCE ROAD LEADING SOUTH,
 TK0363'127 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 42 FEET
 TK0363'EAST OF THE CENTER OF THE ROAD, 27 FEET SOUTH OF THE CENTER OF A
 TK0363'DIRT ROAD, 9 FEET NORTH OF A WIRE FENCE, AND 7.3 FEET WEST OF UTILITY
 TK0363'POLE NUMBER 3.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 TK0363'PLUG.
 TK0363'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 TK0363'THE MARK IS 0.5 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0498 ***********************************************************************
 TL0498  DESIGNATION -  F 513
 TL0498  PID         -  TL0498
 TL0498  STATE/COUNTY-  MT/HILL
 TL0498  USGS QUAD   -  KREMLIN (1969)
 TL0498
 TL0498                         *CURRENT SURVEY CONTROL
 TL0498  ___________________________________________________________________
 TL0498* NAD 83(1992)-  48 34 10.92401(N)    110 00 56.72162(W)     ADJUSTED  
 TL0498* NAVD 88     -       839.983  (meters)    2755.84   (feet)  ADJUSTED  
 TL0498  ___________________________________________________________________
 TL0498  X           -  -1,447,487.745 (meters)                     COMP
 TL0498  Y           -  -3,973,539.674 (meters)                     COMP
 TL0498  Z           -   4,759,647.727 (meters)                     COMP
 TL0498  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 TL0498  ELLIP HEIGHT-         823.98  (meters)          (07/28/92) GPS OBS
 TL0498  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TL0498  DYNAMIC HT  -         840.063 (meters)    2756.11  (feet)  COMP
 TL0498  MODELED GRAV-     980,678.5   (mgal)                       NAVD 88
 TL0498
 TL0498  HORZ ORDER  -  FIRST
 TL0498  VERT ORDER  -  FIRST     CLASS II
 TL0498  ELLP ORDER  -  FIFTH     CLASS I
 TL0498
 TL0498.The horizontal coordinates were established by GPS observations
 TL0498.and adjusted by the National Geodetic Survey in July 1992..
 TL0498
 TL0498.The orthometric height was determined by differential leveling
 TL0498.and adjusted by the National Geodetic Survey in June 1991..
 TL0498
 TL0498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TL0498
 TL0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0498
 TL0498.The ellipsoidal height was determined by GPS observations
 TL0498.and is referenced to NAD 83.
 TL0498
 TL0498.The geoid height was determined by GEOID03.
 TL0498
 TL0498.The dynamic height is computed by dividing the NAVD 88
 TL0498.geopotential number by the normal gravity value computed on the
 TL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0498.degrees latitude (g = 980.6199 gals.).
 TL0498
 TL0498.The modeled gravity was interpolated from observed gravity values.
 TL0498
 TL0498;                    North         East     Units Scale Factor Converg.
 TL0498;SPC MT       -   480,147.081   561,946.431   MT  0.99976434   -0 22 38.2
 TL0498;SPC MT       - 1,575,285.70  1,843,656.27   iFT  0.99976434   -0 22 38.2
 TL0498;UTM  12      - 5,380,090.892   572,607.752   MT  0.99966477   +0 44 16.7
 TL0498
 TL0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0498!SPC MT       -   0.99987088  x   0.99976434  =   0.99963525
 TL0498!UTM  12      -   0.99987088  x   0.99966477  =   0.99953569
 TL0498
 TL0498                          SUPERSEDED SURVEY CONTROL
 TL0498
 TL0498  NAD 83(1986)-  48 34 10.92508(N)    110 00 56.70916(W) AD(       ) 1
 TL0498  NGVD 29 (08/25/89)  839.10   (m)         2752.9    (f) LEVELING    3  
 TL0498
 TL0498.Superseded values are not recommended for survey control.
 TL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0498.See file dsdata.txt to determine how the superseded data were derived.
 TL0498
 TL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU7260880091(NAD 83)
 TL0498_MARKER: DB = BENCH MARK DISK
 TL0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0498_SP_SET: STAINLESS STEEL ROD
 TL0498_STAMPING: F 513 1979
 TL0498_MARK LOGO: NGS   
 TL0498_PROJECTION: FLUSH
 TL0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 TL0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0498+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1988
 TL0498_ROD/PIPE-DEPTH: 3.96 meters
 TL0498
 TL0498  HISTORY     - Date     Condition        Report By
 TL0498  HISTORY     - 1979     MONUMENTED       NGS
 TL0498  HISTORY     - 19880811 GOOD             NGS
 TL0498
 TL0498                          STATION DESCRIPTION
 TL0498
 TL0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0498'3.4 MI EAST FROM KREMLIN.
 TL0498'THE MARK IS 1 FT ABOVE THE TRACK ROAD.
 TL0498'3.4 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TL0498'STATION IN KREMLIN, AT MILE POST 977, 96 FEET SOUTH OF THE SOUTH
 TL0498'RAIL, 17 FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 0.5 FOOT NORTH
 TL0498'OF A 3-STRAND BARBED WIRE FENCE. NOTE=DISK IS 3 INCHES BELOW THE
 TL0498'GROUND, ACCESS IS THROUGH A 4-INCH SCREW PLUG.
 TL0498'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 TL0498
 TL0498                          STATION RECOVERY (1988)
 TL0498
 TL0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TL0498'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) EAST OF KREMLIN, ON THE
 TL0498'SOUTH SIDE OF BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY.
 TL0498'TO REACH THE STATION MARK FROM THE POST OFFICE IN KREMLIN, GO SOUTH
 TL0498'FOR 0.56 KM (0.35 MI) TO THE JUNCTION WITH U.S. HIGHWAY 2.  TURN LEFT
 TL0498'AND GO EAST ON U.S. HIGHWAY 2 FOR 5.87 KM (3.65 MI) TO A SIDE ROAD
 TL0498'LEFT.  TURN LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 0.24 KM
 TL0498'(0.15 MI) TO A BLADED CROSSROAD JUST BEFORE REACHING THE RAILROAD
 TL0498'TRACK.  TURN LEFT AND GO WEST ON THE BLADED ROAD FOR 0.56 TO THE MARK
 TL0498'ON THE LEFT, IN A FENCELINE.
 TL0498'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0497 ***********************************************************************
 TL0497  DESIGNATION -  F 514
 TL0497  PID         -  TL0497
 TL0497  STATE/COUNTY-  MT/HILL
 TL0497  USGS QUAD   -  KREMLIN (1969)
 TL0497
 TL0497                         *CURRENT SURVEY CONTROL
 TL0497  ___________________________________________________________________
 TL0497* NAD 83(1986)-  48 34 16.     (N)    110 02 19.     (W)     SCALED    
 TL0497* NAVD 88     -       850.412  (meters)    2790.06   (feet)  ADJUSTED  
 TL0497  ___________________________________________________________________
 TL0497  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TL0497  DYNAMIC HT  -         850.492 (meters)    2790.32  (feet)  COMP
 TL0497  MODELED GRAV-     980,676.7   (mgal)                       NAVD 88
 TL0497
 TL0497  VERT ORDER  -  FIRST     CLASS II
 TL0497
 TL0497.The horizontal coordinates were scaled from a topographic map and have
 TL0497.an estimated accuracy of +/- 6 seconds.
 TL0497
 TL0497.The orthometric height was determined by differential leveling
 TL0497.and adjusted by the National Geodetic Survey in June 1991..
 TL0497
 TL0497.The geoid height was determined by GEOID03.
 TL0497
 TL0497.The dynamic height is computed by dividing the NAVD 88
 TL0497.geopotential number by the normal gravity value computed on the
 TL0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0497.degrees latitude (g = 980.6199 gals.).
 TL0497
 TL0497.The modeled gravity was interpolated from observed gravity values.
 TL0497
 TL0497;                    North         East    Units  Estimated Accuracy
 TL0497;SPC MT       -   480,320.      560,260.      MT  (+/- 180 meters Scaled)
 TL0497
 TL0497                          SUPERSEDED SURVEY CONTROL
 TL0497
 TL0497.No superseded survey control is available for this station.
 TL0497
 TL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU709802(NAD 83)
 TL0497_MARKER: DB = BENCH MARK DISK
 TL0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0497_SP_SET: STAINLESS STEEL ROD
 TL0497_STAMPING: F 514 1979
 TL0497_PROJECTION: FLUSH
 TL0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0497_ROD/PIPE-DEPTH: 5.18 meters
 TL0497
 TL0497  HISTORY     - Date     Condition        Report By
 TL0497  HISTORY     - 1979     MONUMENTED       NGS
 TL0497
 TL0497                          STATION DESCRIPTION
 TL0497
 TL0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0497'2.2 MI EAST FROM KREMLIN.
 TL0497'2.2 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TL0497'KREMLIN, 112.5 FEET SOUTH AND ACROSS THE TRACKS FROM TELEPHONE POLE
 TL0497'NUMBER A 10, 59 FEET SOUTH AND ACROSS THE TRACKS FROM MILE POST NUMBER
 TL0497'978, AND 43.2 FEET SOUTH OF THE SOUTH RAIL.  NOTE=REFUSAL WAS REACHED
 TL0497'AT 17 FEET, ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0497'THE MARK IS 1.4 FT  NE FROM A WITNESS POST.
 TL0497'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0335 ***********************************************************************
 TK0335  DESIGNATION -  F 515
 TK0335  PID         -  TK0335
 TK0335  STATE/COUNTY-  MT/BLAINE
 TK0335  USGS QUAD   -  LOHMAN SE (1964)
 TK0335
 TK0335                         *CURRENT SURVEY CONTROL
 TK0335  ___________________________________________________________________
 TK0335* NAD 83(1986)-  48 35 46.     (N)    109 19 07.     (W)     SCALED    
 TK0335* NAVD 88     -       737.064  (meters)    2418.18   (feet)  ADJUSTED  
 TK0335  ___________________________________________________________________
 TK0335  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TK0335  DYNAMIC HT  -         737.146 (meters)    2418.45  (feet)  COMP
 TK0335  MODELED GRAV-     980,697.9   (mgal)                       NAVD 88
 TK0335
 TK0335  VERT ORDER  -  FIRST     CLASS II
 TK0335
 TK0335.The horizontal coordinates were scaled from a topographic map and have
 TK0335.an estimated accuracy of +/- 6 seconds.
 TK0335
 TK0335.The orthometric height was determined by differential leveling
 TK0335.and adjusted by the National Geodetic Survey in June 1991..
 TK0335
 TK0335.The geoid height was determined by GEOID03.
 TK0335
 TK0335.The dynamic height is computed by dividing the NAVD 88
 TK0335.geopotential number by the normal gravity value computed on the
 TK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0335.degrees latitude (g = 980.6199 gals.).
 TK0335
 TK0335.The modeled gravity was interpolated from observed gravity values.
 TK0335
 TK0335;                    North         East    Units  Estimated Accuracy
 TK0335;SPC MT       -   482,970.      613,380.      MT  (+/- 180 meters Scaled)
 TK0335
 TK0335                          SUPERSEDED SURVEY CONTROL
 TK0335
 TK0335.No superseded survey control is available for this station.
 TK0335
 TK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU239839(NAD 83)
 TK0335_MARKER: DB = BENCH MARK DISK
 TK0335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0335_SP_SET: STAINLESS STEEL ROD
 TK0335_STAMPING: F 515 1979
 TK0335_PROJECTION: FLUSH
 TK0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0335_ROD/PIPE-DEPTH: 7.62 meters
 TK0335
 TK0335  HISTORY     - Date     Condition        Report By
 TK0335  HISTORY     - 1979     MONUMENTED       NGS
 TK0335
 TK0335                          STATION DESCRIPTION
 TK0335
 TK0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0335'4.2 MI WEST FROM CHINOOK.
 TK0335'4.2 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TK0335'CHINOOK, 200 FEET NORTH OF THE CENTER OF THE HIGHWAY, 100 FEET
 TK0335'NORTH OF THE NORTH RAIL OF THE GREAT NORTHERN RAILROAD TRACK, 72
 TK0335'FEET WEST OF A 12-INCH STAINLESS STEEL PIPE, 71 FEET EAST OF
 TK0335'UNDERGROUND CABLE JUNCTION BOX NUMBER 36, 26 FEET NORTH OF THE CENTER
 TK0335'OF A GRAVELED ROAD, AND 4 FEET EAST OF A UTILITY POLE WITH A BRACE
 TK0335'POLE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0335'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TK0335'THE MARK IS 4 FT BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0718 ***********************************************************************
 TN0718  DESIGNATION -  F 516
 TN0718  PID         -  TN0718
 TN0718  STATE/COUNTY-  MT/LINCOLN
 TN0718  USGS QUAD   -  TROY (1983)
 TN0718
 TN0718                         *CURRENT SURVEY CONTROL
 TN0718  ___________________________________________________________________
 TN0718* NAD 83(1986)-  48 27 04.     (N)    115 53 02.     (W)     SCALED    
 TN0718* NAVD 88     -       579.024  (meters)    1899.68   (feet)  ADJUSTED  
 TN0718  ___________________________________________________________________
 TN0718  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TN0718  DYNAMIC HT  -         579.070 (meters)    1899.83  (feet)  COMP
 TN0718  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 TN0718
 TN0718  VERT ORDER  -  FIRST     CLASS II
 TN0718
 TN0718.The horizontal coordinates were scaled from a topographic map and have
 TN0718.an estimated accuracy of +/- 6 seconds.
 TN0718
 TN0718.The orthometric height was determined by differential leveling
 TN0718.and adjusted by the National Geodetic Survey in June 1991..
 TN0718
 TN0718.The geoid height was determined by GEOID03.
 TN0718
 TN0718.The dynamic height is computed by dividing the NAVD 88
 TN0718.geopotential number by the normal gravity value computed on the
 TN0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0718.degrees latitude (g = 980.6199 gals.).
 TN0718
 TN0718.The modeled gravity was interpolated from observed gravity values.
 TN0718
 TN0718;                    North         East    Units  Estimated Accuracy
 TN0718;SPC MT       -   486,070.      128,430.      MT  (+/- 180 meters Scaled)
 TN0718
 TN0718                          SUPERSEDED SURVEY CONTROL
 TN0718
 TN0718.No superseded survey control is available for this station.
 TN0718
 TN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP825670(NAD 83)
 TN0718_MARKER: I = METAL ROD
 TN0718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0718_SP_SET: STAINLESS STEEL ROD
 TN0718_STAMPING: F 516 1980
 TN0718_PROJECTION: FLUSH
 TN0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0718_ROD/PIPE-DEPTH: 3.3  meters
 TN0718
 TN0718  HISTORY     - Date     Condition        Report By
 TN0718  HISTORY     - 1980     MONUMENTED       NGS
 TN0718  HISTORY     - 20021107 POOR             BPA
 TN0718
 TN0718                          STATION DESCRIPTION
 TN0718
 TN0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0718'1.7 KM SE FROM TROY.
 TN0718'1.7 KILOMETERS (1.05 MILE) SOUTHEAST ALONG US HIGHWAY 2 FROM THE
 TN0718'HIGH SCHOOL IN TROY, 27.3 METERS (89.5 FEET) NORTHWEST OF THE
 TN0718'CENTERLINE OF THE ENTRANCE OF A COUNTY HIGHWAY MAINTENANCE BUILDING
 TN0718'14.2 METERS (46.5 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 TN0718'3.6 METERS 11.8 FEET) SOUTHEAST OF A THREE WAY CORNER FENCE POST,
 TN0718'0.6 METERS (2.0 FEET) NORTHEAST OF A WIRE FENCE AROUND THE MAINTENANCE
 TN0718'YARD. ROD DRIVEN TO REFUSL.
 TN0718'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 TN0718'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 TN0718
 TN0718                          STATION RECOVERY (2002)
 TN0718
 TN0718'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 2002 (MSS)
 TN0718'CASE IS DISTURBED AND LEANING SWLY 10 DEGREES AND APPEARS TO BE
 TN0718'MISSING THE TOP 1 FT OF STAINLESS STEEL ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0127 ***********************************************************************
 TN0127  DESIGNATION -  F 52
 TN0127  PID         -  TN0127
 TN0127  STATE/COUNTY-  MT/FLATHEAD
 TN0127  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0127
 TN0127                         *CURRENT SURVEY CONTROL
 TN0127  ___________________________________________________________________
 TN0127* NAD 83(1986)-  48 23 35.     (N)    114 14 49.     (W)     SCALED    
 TN0127* NAVD 88     -       937.305  (meters)    3075.14   (feet)  ADJUSTED  
 TN0127  ___________________________________________________________________
 TN0127  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 TN0127  DYNAMIC HT  -         937.293 (meters)    3075.10  (feet)  COMP
 TN0127  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 TN0127
 TN0127  VERT ORDER  -  FIRST     CLASS II
 TN0127
 TN0127.The horizontal coordinates were scaled from a topographic map and have
 TN0127.an estimated accuracy of +/- 6 seconds.
 TN0127
 TN0127.The orthometric height was determined by differential leveling
 TN0127.and adjusted by the National Geodetic Survey in June 1991..
 TN0127.WARNING-Repeat measurements at this control monument indicate possible
 TN0127.vertical movement.
 TN0127
 TN0127.The geoid height was determined by GEOID03.
 TN0127
 TN0127.The dynamic height is computed by dividing the NAVD 88
 TN0127.geopotential number by the normal gravity value computed on the
 TN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0127.degrees latitude (g = 980.6199 gals.).
 TN0127
 TN0127.The modeled gravity was interpolated from observed gravity values.
 TN0127
 TN0127;                    North         East    Units  Estimated Accuracy
 TN0127;SPC MT       -   471,030.      248,780.      MT  (+/- 180 meters Scaled)
 TN0127
 TN0127                          SUPERSEDED SURVEY CONTROL
 TN0127
 TN0127  NGVD 29 (??/??/92)  936.137  (m)         3071.31   (f) ADJ UNCH    1 2
 TN0127
 TN0127.Superseded values are not recommended for survey control.
 TN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0127.See file dsdata.txt to determine how the superseded data were derived.
 TN0127
 TN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP037636(NAD 83)
 TN0127_MARKER: DB = BENCH MARK DISK
 TN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0127_STAMPING: F 52 1933
 TN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0127+STABILITY: SURFACE MOTION
 TN0127
 TN0127  HISTORY     - Date     Condition        Report By
 TN0127  HISTORY     - 1933     MONUMENTED       CGS
 TN0127  HISTORY     - 1946     GOOD             NGS
 TN0127
 TN0127                          STATION DESCRIPTION
 TN0127
 TN0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0127'4.3 MI SE FROM WHITEFISH.
 TN0127'4.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0127'AT WHITEFISH, FLATHEAD COUNTY, 0.4 MILE NORTHWEST OF THE STATION AT
 TN0127'HALF MOON, 25 FEET NORTHEAST OF MILEPOST 1215, 182 FEET EAST OF
 TN0127'SEMAPHORES 1215.1 AND 1215.2, 84 FEET NORTH OF THE NORTH RAIL, AND 12
 TN0127'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 52
 TN0127'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0851 ***********************************************************************
 SU0851  DESIGNATION -  F 520
 SU0851  PID         -  SU0851
 SU0851  STATE/COUNTY-  MT/SANDERS
 SU0851  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0851
 SU0851                         *CURRENT SURVEY CONTROL
 SU0851  ___________________________________________________________________
 SU0851* NAD 83(1986)-  47 21 00.     (N)    114 46 51.     (W)     SCALED    
 SU0851* NAVD 88     -       763.180  (meters)    2503.87   (feet)  ADJUSTED  
 SU0851  ___________________________________________________________________
 SU0851  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SU0851  DYNAMIC HT  -         763.141 (meters)    2503.74  (feet)  COMP
 SU0851  MODELED GRAV-     980,536.7   (mgal)                       NAVD 88
 SU0851
 SU0851  VERT ORDER  -  FIRST     CLASS II
 SU0851
 SU0851.The horizontal coordinates were scaled from a topographic map and have
 SU0851.an estimated accuracy of +/- 6 seconds.
 SU0851
 SU0851.The orthometric height was determined by differential leveling
 SU0851.and adjusted by the National Geodetic Survey in June 1991..
 SU0851
 SU0851.The geoid height was determined by GEOID03.
 SU0851
 SU0851.The dynamic height is computed by dividing the NAVD 88
 SU0851.geopotential number by the normal gravity value computed on the
 SU0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0851.degrees latitude (g = 980.6199 gals.).
 SU0851
 SU0851.The modeled gravity was interpolated from observed gravity values.
 SU0851
 SU0851;                    North         East    Units  Estimated Accuracy
 SU0851;SPC MT       -   357,900.      201,530.      MT  (+/- 180 meters Scaled)
 SU0851
 SU0851                          SUPERSEDED SURVEY CONTROL
 SU0851
 SU0851.No superseded survey control is available for this station.
 SU0851
 SU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN676464(NAD 83)
 SU0851_MARKER: DB = BENCH MARK DISK
 SU0851_SETTING: 66 = SET IN ROCK OUTCROP
 SU0851_SP_SET: ROCK OUTCROP
 SU0851_STAMPING: F 520 1980
 SU0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0851+STABILITY: POSITION/ELEVATION WELL
 SU0851
 SU0851  HISTORY     - Date     Condition        Report By
 SU0851  HISTORY     - 1980     MONUMENTED       NGS
 SU0851
 SU0851                          STATION DESCRIPTION
 SU0851
 SU0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0851'5.3 KM SE FROM PARADISE.
 SU0851'4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 (US
 SU0851'HIGHWAY 10A) FROM THE BURLINGTON NORTHERN RAILWAY STATION IN PARADISE,
 SU0851'THENCE 0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG STATE HIGHWAY 135,
 SU0851'SET IN TOP OF A 2 X 1 METER (6 X 3 FOOT) ROCK OUTCROP PROJECTING 10
 SU0851'CENTIMETERS, 25.5 METERS (83.7 FEET) NORTH OF THE CENTERLINE OF A
 SU0851'PRIVATE ROAD LEADING WEST TO A TWO STORY RANCH HOUSE, 14.8 METERS
 SU0851'(48.5 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.3 METERS (27.3
 SU0851'FEET) EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 0.6 METERS (2.0 FEET)
 SU0851'SOUTH OF THE NORTH EDGE OF THE OUTCROP, 0.5 METER (1.7 FEET) EAST
 SU0851'OF THE WEST EDGE OF THE OUTCROP,
 SU0851'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SU0851'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0876 ***********************************************************************
 SU0876  DESIGNATION -  F 521
 SU0876  PID         -  SU0876
 SU0876  STATE/COUNTY-  MT/SANDERS
 SU0876  USGS QUAD   -  BELKNAP (1988)
 SU0876
 SU0876                         *CURRENT SURVEY CONTROL
 SU0876  ___________________________________________________________________
 SU0876* NAD 83(1986)-  47 43 58.     (N)    115 28 17.     (W)     SCALED    
 SU0876* NAVD 88     -       784.275  (meters)    2573.08   (feet)  ADJUSTED  
 SU0876  ___________________________________________________________________
 SU0876  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 SU0876  DYNAMIC HT  -         784.265 (meters)    2573.04  (feet)  COMP
 SU0876  MODELED GRAV-     980,574.8   (mgal)                       NAVD 88
 SU0876
 SU0876  VERT ORDER  -  FIRST     CLASS II
 SU0876
 SU0876.The horizontal coordinates were scaled from a topographic map and have
 SU0876.an estimated accuracy of +/- 6 seconds.
 SU0876
 SU0876.The orthometric height was determined by differential leveling
 SU0876.and adjusted by the National Geodetic Survey in June 1991..
 SU0876
 SU0876.The geoid height was determined by GEOID03.
 SU0876
 SU0876.The dynamic height is computed by dividing the NAVD 88
 SU0876.geopotential number by the normal gravity value computed on the
 SU0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0876.degrees latitude (g = 980.6199 gals.).
 SU0876
 SU0876.The modeled gravity was interpolated from observed gravity values.
 SU0876
 SU0876;                    North         East    Units  Estimated Accuracy
 SU0876;SPC MT       -   404,060.      152,760.      MT  (+/- 180 meters Scaled)
 SU0876
 SU0876                          SUPERSEDED SURVEY CONTROL
 SU0876
 SU0876.No superseded survey control is available for this station.
 SU0876
 SU0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN146877(NAD 83)
 SU0876_MARKER: I = METAL ROD
 SU0876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0876_SP_SET: STAINLESS STEEL ROD
 SU0876_STAMPING: F 521 1980
 SU0876_PROJECTION: FLUSH
 SU0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0876_ROD/PIPE-DEPTH: 4.25 meters
 SU0876
 SU0876  HISTORY     - Date     Condition        Report By
 SU0876  HISTORY     - 1980     MONUMENTED       NGS
 SU0876
 SU0876                          STATION DESCRIPTION
 SU0876
 SU0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0876'19.7 KM NW FROM THOMPSON FALLS.
 SU0876'19.7 KILOMETERS (12.25 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0876'THE BURLINGTON NORTHERN RAILWAY STATION IN THOMPSON FALLS, 11.5
 SU0876'METERS (37.8 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.1
 SU0876'METERS (23.3 FEET) SOUTHEAST OF THE CENTELINE OF A GRAVEL DRIVE
 SU0876'LEADING NORTHEAST THEN SOUTHEAST TO A PRIVATE RESIDENCE, 1.2 METERS
 SU0876'(4.0 FEET) SOUTHEAST OF POWER LINE POLE NUMBER C 232 6 WITH A SPUR
 SU0876'LINE LEADING SOUTHWEST TO RESIDENCE ACROSS THE HIGHWAY.
 SU0876'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SU0876'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0612 ***********************************************************************
 TN0612  DESIGNATION -  F 522
 TN0612  PID         -  TN0612
 TN0612  STATE/COUNTY-  MT/SANDERS
 TN0612  USGS QUAD   -  HERON (1983)
 TN0612
 TN0612                         *CURRENT SURVEY CONTROL
 TN0612  ___________________________________________________________________
 TN0612* NAD 83(1986)-  48 05 07.     (N)    115 58 52.     (W)     SCALED    
 TN0612* NAVD 88     -       681.786  (meters)    2236.83   (feet)  ADJUSTED  
 TN0612  ___________________________________________________________________
 TN0612  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 TN0612  DYNAMIC HT  -         681.814 (meters)    2236.92  (feet)  COMP
 TN0612  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 TN0612
 TN0612  VERT ORDER  -  FIRST     CLASS II
 TN0612
 TN0612.The horizontal coordinates were scaled from a topographic map and have
 TN0612.an estimated accuracy of +/- 6 seconds.
 TN0612
 TN0612.The orthometric height was determined by differential leveling
 TN0612.and adjusted by the National Geodetic Survey in June 1991..
 TN0612
 TN0612.The geoid height was determined by GEOID03.
 TN0612
 TN0612.The dynamic height is computed by dividing the NAVD 88
 TN0612.geopotential number by the normal gravity value computed on the
 TN0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0612.degrees latitude (g = 980.6199 gals.).
 TN0612
 TN0612.The modeled gravity was interpolated from observed gravity values.
 TN0612
 TN0612;                    North         East    Units  Estimated Accuracy
 TN0612;SPC MT       -   446,130.      117,900.      MT  (+/- 180 meters Scaled)
 TN0612
 TN0612                          SUPERSEDED SURVEY CONTROL
 TN0612
 TN0612.No superseded survey control is available for this station.
 TN0612
 TN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP758262(NAD 83)
 TN0612_MARKER: DB = BENCH MARK DISK
 TN0612_SETTING: 66 = SET IN ROCK OUTCROP
 TN0612_SP_SET: ROCK OUTCROP
 TN0612_STAMPING: F 522 1980
 TN0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0612+STABILITY: POSITION/ELEVATION WELL
 TN0612
 TN0612  HISTORY     - Date     Condition        Report By
 TN0612  HISTORY     - 1980     MONUMENTED       NGS
 TN0612
 TN0612                          STATION DESCRIPTION
 TN0612
 TN0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0612'18.3 KM SE FROM CLARK FORK.
 TN0612'18.3 KILOMETERS (11.4 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TN0612'THE PUBLIC SCHOOL IN CLARK FORK, 0.4 KILOMETERS (0.25 MILE)
 TN0612'SOUTHEAST OF HIGHWAY MILEPOST 3, 0.2 KILOMETER (0.1 MILE) NORTHWEST
 TN0612'OF A SMALL FRAME HOUSE, SET IN TOP OF THE NORTHWEST END OF A LONG
 TN0612'ROCK SHELF AT THE SOUTHEAST END OF A LONG HIGHWAY CUT, 9.45 METERS
 TN0612'(31.0 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 52.7 METERS
 TN0612'(173 FEET) NORTHWEST OF THE CENTERLINE OF THE NORTHWEST DRIVE TO A
 TN0612'FRAME HOUSE, 30.5 METERS (100 FEET) NORTHWEST OF THE SOUTHEAST END
 TN0612'OF THE CUT, 19.5 METERS (64.0 FEET) EAST ACROSS THE HIGHWAY FROM THE
 TN0612'NORTHWEST END OF A STEEL GUARDRAIL, 7.0 METERS (23.0 FEET) WEST OF
 TN0612'AN 8-INCH DIAMETER PONDEROSA PINE TREE GROWING ON THE SIDE OF
 TN0612'THE CUT.
 TN0612'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 TN0612'THE MARK IS 1.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0822 ***********************************************************************
 RY0822  DESIGNATION -  F 523
 RY0822  PID         -  RY0822
 RY0822  STATE/COUNTY-  MT/MISSOULA
 RY0822  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0822
 RY0822                         *CURRENT SURVEY CONTROL
 RY0822  ___________________________________________________________________
 RY0822* NAD 83(1986)-  46 41 07.     (N)    114 33 41.     (W)     SCALED    
 RY0822* NAVD 88     -      1317.202  (meters)    4321.52   (feet)  ADJUSTED  
 RY0822  ___________________________________________________________________
 RY0822  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RY0822  DYNAMIC HT  -        1316.893 (meters)    4320.51  (feet)  COMP
 RY0822  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 RY0822
 RY0822  VERT ORDER  -  FIRST     CLASS II
 RY0822
 RY0822.The horizontal coordinates were scaled from a topographic map and have
 RY0822.an estimated accuracy of +/- 6 seconds.
 RY0822
 RY0822.The orthometric height was determined by differential leveling
 RY0822.and adjusted by the National Geodetic Survey in June 1991..
 RY0822
 RY0822.The geoid height was determined by GEOID03.
 RY0822
 RY0822.The dynamic height is computed by dividing the NAVD 88
 RY0822.geopotential number by the normal gravity value computed on the
 RY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0822.degrees latitude (g = 980.6199 gals.).
 RY0822
 RY0822.The modeled gravity was interpolated from observed gravity values.
 RY0822
 RY0822;                    North         East    Units  Estimated Accuracy
 RY0822;SPC MT       -   283,110.      213,300.      MT  (+/- 180 meters Scaled)
 RY0822
 RY0822                          SUPERSEDED SURVEY CONTROL
 RY0822
 RY0822.No superseded survey control is available for this station.
 RY0822
 RY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM864730(NAD 83)
 RY0822_MARKER: I = METAL ROD
 RY0822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RY0822_SP_SET: STAINLESS STEEL ROD
 RY0822_STAMPING: F 523 1980
 RY0822_MARK LOGO: NGS   
 RY0822_PROJECTION: FLUSH
 RY0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0822_ROD/PIPE-DEPTH: 6.0  meters
 RY0822
 RY0822  HISTORY     - Date     Condition        Report By
 RY0822  HISTORY     - 1980     MONUMENTED       NGS
 RY0822
 RY0822                          STATION DESCRIPTION
 RY0822
 RY0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0822'5.5 KM (3.4 MI) SW FROM LOLO HOT SPRINGS.
 RY0822'5.5 KILOMETERS (3.4 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0822'OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.5 KILOMETER
 RY0822'(0.3 MILE) SOUTHWEST OF THE T JUNCTION OF A FOREST SERVICE ROAD
 RY0822'LEADING SOUTH ACROSS LOLO CREEK, AT THE NORTH EDGE OF A SMALL GRASSY
 RY0822'CLEARING, 7.7 METERS (25.3 FEET) EAST OF HIGHWAY MILEPOST 4, 14.1
 RY0822'METERS (46.3 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.3
 RY0822'METERS (20.6 FEET) EAST OF THE SOUTHEAST END OF A 24-INCH STEEL PIPE
 RY0822'CULVERT UNDER THE HIGHWAY.
 RY0822'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RY0822'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0910 ***********************************************************************
 SR0910  DESIGNATION -  F 526
 SR0910  PID         -  SR0910
 SR0910  STATE/COUNTY-  MT/PHILLIPS
 SR0910  USGS QUAD   -  COBURN BUTTE (1971)
 SR0910
 SR0910                         *CURRENT SURVEY CONTROL
 SR0910  ___________________________________________________________________
 SR0910* NAD 83(1986)-  47 58 36.     (N)    108 17 03.     (W)     SCALED    
 SR0910* NAVD 88     -       925.782  (meters)    3037.34   (feet)  ADJUSTED  
 SR0910  ___________________________________________________________________
 SR0910  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 SR0910  DYNAMIC HT  -         925.806 (meters)    3037.42  (feet)  COMP
 SR0910  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 SR0910
 SR0910  VERT ORDER  -  FIRST     CLASS II
 SR0910
 SR0910.The horizontal coordinates were scaled from a topographic map and have
 SR0910.an estimated accuracy of +/- 6 seconds.
 SR0910
 SR0910.The orthometric height was determined by differential leveling
 SR0910.and adjusted by the National Geodetic Survey in June 1991..
 SR0910
 SR0910.The geoid height was determined by GEOID03.
 SR0910
 SR0910.The dynamic height is computed by dividing the NAVD 88
 SR0910.geopotential number by the normal gravity value computed on the
 SR0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0910.degrees latitude (g = 980.6199 gals.).
 SR0910
 SR0910.The modeled gravity was interpolated from observed gravity values.
 SR0910
 SR0910;                    North         East    Units  Estimated Accuracy
 SR0910;SPC MT       -   414,810.      690,730.      MT  (+/- 180 meters Scaled)
 SR0910
 SR0910                          SUPERSEDED SURVEY CONTROL
 SR0910
 SR0910.No superseded survey control is available for this station.
 SR0910
 SR0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYU026172(NAD 83)
 SR0910_MARKER: I = METAL ROD
 SR0910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0910_SP_SET: STAINLESS STEEL ROD
 SR0910_STAMPING: F 526 1980
 SR0910_PROJECTION: FLUSH
 SR0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0910_ROD/PIPE-DEPTH: 7.6  meters
 SR0910
 SR0910  HISTORY     - Date     Condition        Report By
 SR0910  HISTORY     - 1980     MONUMENTED       NGS
 SR0910
 SR0910                          STATION DESCRIPTION
 SR0910
 SR0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0910'54.6 KM SW FROM MALTA.
 SR0910'54.6 KM (33.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0910'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 SR0910'2.0 KM (1.25 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 SR0910'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, 0.2 KM (0.1 MI) SOUTHWEST
 SR0910'OF MILE POST 124, 11.1 METERS (36.4 FT) NORTH OF THE WEST SUPPORT
 SR0910'LEG OF AN INFORMATION SIGN, 20.6 METERS (67.7 FT) NORTHWEST OF THE
 SR0910'CENTERLINE OF THE HIGHWAY, 1.0 METER (3.2 FT) SOUTHEAST OF A FENCE,
 SR0910'AND 6.2 METERS (20.2 FT) SOUTH OF A POWER POLE.  NOTE=ACCESS
 SR0910'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0910'THE MARK IS 0.4 METERS  SSE FROM A WITNESS POST.
 SR0910'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0937 ***********************************************************************
 SR0937  DESIGNATION -  F 527
 SR0937  PID         -  SR0937
 SR0937  STATE/COUNTY-  MT/PHILLIPS
 SR0937  USGS QUAD   -  BELL RIDGE WEST (1954)
 SR0937
 SR0937                         *CURRENT SURVEY CONTROL
 SR0937  ___________________________________________________________________
 SR0937* NAD 83(1986)-  47 43 36.     (N)    108 42 42.     (W)     SCALED    
 SR0937* NAVD 88     -       902.995  (meters)    2962.58   (feet)  ADJUSTED  
 SR0937  ___________________________________________________________________
 SR0937  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 SR0937  DYNAMIC HT  -         903.003 (meters)    2962.60  (feet)  COMP
 SR0937  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 SR0937
 SR0937  VERT ORDER  -  FIRST     CLASS II
 SR0937
 SR0937.The horizontal coordinates were scaled from a topographic map and have
 SR0937.an estimated accuracy of +/- 6 seconds.
 SR0937
 SR0937.The orthometric height was determined by differential leveling
 SR0937.and adjusted by the National Geodetic Survey in June 1991..
 SR0937
 SR0937.The geoid height was determined by GEOID03.
 SR0937
 SR0937.The dynamic height is computed by dividing the NAVD 88
 SR0937.geopotential number by the normal gravity value computed on the
 SR0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0937.degrees latitude (g = 980.6199 gals.).
 SR0937
 SR0937.The modeled gravity was interpolated from observed gravity values.
 SR0937
 SR0937;                    North         East    Units  Estimated Accuracy
 SR0937;SPC MT       -   386,620.      659,110.      MT  (+/- 180 meters Scaled)
 SR0937
 SR0937                          SUPERSEDED SURVEY CONTROL
 SR0937
 SR0937.No superseded survey control is available for this station.
 SR0937
 SR0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT715884(NAD 83)
 SR0937_MARKER: I = METAL ROD
 SR0937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0937_SP_SET: STAINLESS STEEL ROD
 SR0937_STAMPING: F 527 1980
 SR0937_PROJECTION: FLUSH
 SR0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0937_ROD/PIPE-DEPTH: 6.1  meters
 SR0937
 SR0937  HISTORY     - Date     Condition        Report By
 SR0937  HISTORY     - 1980     MONUMENTED       NGS
 SR0937
 SR0937                          STATION DESCRIPTION
 SR0937
 SR0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0937'58.2 KM NE FROM ROY.
 SR0937'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0937'THENCE 58.2 KM (36.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0937'12.8 KM (7.95 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE NORTHEAST
 SR0937'END OF THE MISSOURI RIVER BRIDGE, 0.1 KM (0.05 MI) SOUTHWEST OF MILE
 SR0937'POST 96, 23.6 METERS (77.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SR0937'0.7 METER (2.3 FT) EAST OF A FENCE.  NOTE=ROD DRIVEN TO REFUSAL AT
 SR0937'6.1 METERS (20.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SR0937'LOGO CAP.
 SR0937'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SR0937'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0954 ***********************************************************************
 SR0954  DESIGNATION -  F 528
 SR0954  PID         -  SR0954
 SR0954  STATE/COUNTY-  MT/FERGUS
 SR0954  USGS QUAD   -  MITCHELL CROSSING (1985)
 SR0954
 SR0954                         *CURRENT SURVEY CONTROL
 SR0954  ___________________________________________________________________
 SR0954* NAD 83(1986)-  47 32 31.     (N)    108 45 04.     (W)     SCALED    
 SR0954* NAVD 88     -       914.747  (meters)    3001.13   (feet)  ADJUSTED  
 SR0954  ___________________________________________________________________
 SR0954  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 SR0954  DYNAMIC HT  -         914.749 (meters)    3001.14  (feet)  COMP
 SR0954  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 SR0954
 SR0954  VERT ORDER  -  FIRST     CLASS II
 SR0954
 SR0954.The horizontal coordinates were scaled from a topographic map and have
 SR0954.an estimated accuracy of +/- 6 seconds.
 SR0954
 SR0954.The orthometric height was determined by differential leveling
 SR0954.and adjusted by the National Geodetic Survey in June 1991..
 SR0954
 SR0954.The geoid height was determined by GEOID03.
 SR0954
 SR0954.The dynamic height is computed by dividing the NAVD 88
 SR0954.geopotential number by the normal gravity value computed on the
 SR0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0954.degrees latitude (g = 980.6199 gals.).
 SR0954
 SR0954.The modeled gravity was interpolated from observed gravity values.
 SR0954
 SR0954;                    North         East    Units  Estimated Accuracy
 SR0954;SPC MT       -   366,060.      656,350.      MT  (+/- 180 meters Scaled)
 SR0954
 SR0954                          SUPERSEDED SURVEY CONTROL
 SR0954
 SR0954.No superseded survey control is available for this station.
 SR0954
 SR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT692678(NAD 83)
 SR0954_MARKER: I = METAL ROD
 SR0954_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0954_SP_SET: STAINLESS STEEL ROD
 SR0954_STAMPING: F 528 1980
 SR0954_PROJECTION: FLUSH
 SR0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0954_ROD/PIPE-DEPTH: 7.3  meters
 SR0954
 SR0954  HISTORY     - Date     Condition        Report By
 SR0954  HISTORY     - 1980     MONUMENTED       NGS
 SR0954
 SR0954                          STATION DESCRIPTION
 SR0954
 SR0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0954'33.9 KM NE FROM ROY.
 SR0954'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0954'THENCE 33.9 KM (21.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0954'11.6 KM (7.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0954'END OF THE MISSOURI RIVER BRIDGE, 0.08 KM (0.05 MI)
 SR0954'SOUTHWEST OF MILE POST 81, 37.5 METERS (122.9 FT) NORTH
 SR0954'OF A POWER POLE, 29.6 METERS (97.0 FT) EAST OF THE
 SR0954'CENTERLINE OF THE HIGHWAY, 0.9 METER (2.8 FT) WEST OF A
 SR0954'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0954'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 SR0954'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0957 ***********************************************************************
 SR0957  DESIGNATION -  F 529
 SR0957  PID         -  SR0957
 SR0957  STATE/COUNTY-  MT/FERGUS
 SR0957  USGS QUAD   -  MITCHELL CROSSING (1985)
 SR0957
 SR0957                         *CURRENT SURVEY CONTROL
 SR0957  ___________________________________________________________________
 SR0957* NAD 83(1986)-  47 30 09.     (N)    108 45 06.     (W)     SCALED    
 SR0957* NAVD 88     -       934.041  (meters)    3064.43   (feet)  ADJUSTED  
 SR0957  ___________________________________________________________________
 SR0957  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 SR0957  DYNAMIC HT  -         934.041 (meters)    3064.43  (feet)  COMP
 SR0957  MODELED GRAV-     980,580.2   (mgal)                       NAVD 88
 SR0957
 SR0957  VERT ORDER  -  FIRST     CLASS II
 SR0957
 SR0957.The horizontal coordinates were scaled from a topographic map and have
 SR0957.an estimated accuracy of +/- 6 seconds.
 SR0957
 SR0957.The orthometric height was determined by differential leveling
 SR0957.and adjusted by the National Geodetic Survey in June 1991..
 SR0957
 SR0957.The geoid height was determined by GEOID03.
 SR0957
 SR0957.The dynamic height is computed by dividing the NAVD 88
 SR0957.geopotential number by the normal gravity value computed on the
 SR0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0957.degrees latitude (g = 980.6199 gals.).
 SR0957
 SR0957.The modeled gravity was interpolated from observed gravity values.
 SR0957
 SR0957;                    North         East    Units  Estimated Accuracy
 SR0957;SPC MT       -   361,680.      656,350.      MT  (+/- 180 meters Scaled)
 SR0957
 SR0957                          SUPERSEDED SURVEY CONTROL
 SR0957
 SR0957.No superseded survey control is available for this station.
 SR0957
 SR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT693634(NAD 83)
 SR0957_MARKER: I = METAL ROD
 SR0957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0957_SP_SET: STAINLESS STEEL ROD
 SR0957_STAMPING: F 529 1980
 SR0957_PROJECTION: FLUSH
 SR0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0957_ROD/PIPE-DEPTH: 4.9  meters
 SR0957
 SR0957  HISTORY     - Date     Condition        Report By
 SR0957  HISTORY     - 1980     MONUMENTED       NGS
 SR0957
 SR0957                          STATION DESCRIPTION
 SR0957
 SR0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0957'32.8 KM NE FROM ROY.
 SR0957'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0957'THENCE 32.8 KM (20.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0957'15.9 KM (9.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0957'END OF THE MISSOURI RIVER BRIDGE, 30.2 METERS
 SR0957'(99.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.3 METERS (30.6 FT)
 SR0957'NORTH OF THE CENTER OF A PAVED FIELD INTRANCE ROAD, 6.3 METERS
 SR0957'(20.6 FT) NORTH OF A POWER POLE, 0.3 METER (1.0 FT) EAST OF A FENCE.
 SR0957'NOTE=REFUSAL WAS REACHED AT 4.9 METERS (16.0 FT).  ACCESS TO THE
 SR0957'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0957'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 SR0957'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0086 ***********************************************************************
 TM0086  DESIGNATION -  F 53
 TM0086  PID         -  TM0086
 TM0086  STATE/COUNTY-  MT/FLATHEAD
 TM0086  USGS QUAD   -  BLACKTAIL (1994)
 TM0086
 TM0086                         *CURRENT SURVEY CONTROL
 TM0086  ___________________________________________________________________
 TM0086* NAD 83(1986)-  48 18 08.     (N)    113 22 41.     (W)     SCALED    
 TM0086* NAVD 88     -      1548.573  (meters)    5080.61   (feet)  ADJUSTED  
 TM0086  ___________________________________________________________________
 TM0086  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 TM0086  DYNAMIC HT  -        1548.437 (meters)    5080.16  (feet)  COMP
 TM0086  MODELED GRAV-     980,468.4   (mgal)                       NAVD 88
 TM0086
 TM0086  VERT ORDER  -  FIRST     CLASS II
 TM0086
 TM0086.The horizontal coordinates were scaled from a topographic map and have
 TM0086.an estimated accuracy of +/- 6 seconds.
 TM0086
 TM0086.The orthometric height was determined by differential leveling
 TM0086.and adjusted by the National Geodetic Survey in June 1991..
 TM0086
 TM0086.The geoid height was determined by GEOID03.
 TM0086
 TM0086.The dynamic height is computed by dividing the NAVD 88
 TM0086.geopotential number by the normal gravity value computed on the
 TM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0086.degrees latitude (g = 980.6199 gals.).
 TM0086
 TM0086.The modeled gravity was interpolated from observed gravity values.
 TM0086
 TM0086;                    North         East    Units  Estimated Accuracy
 TM0086;SPC MT       -   457,410.      312,510.      MT  (+/- 180 meters Scaled)
 TM0086
 TM0086                          SUPERSEDED SURVEY CONTROL
 TM0086
 TM0086  NGVD 29 (??/??/92) 1547.250  (m)         5076.27   (f) ADJ UNCH    1 2
 TM0086
 TM0086.Superseded values are not recommended for survey control.
 TM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0086.See file dsdata.txt to determine how the superseded data were derived.
 TM0086
 TM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU236526(NAD 83)
 TM0086_MARKER: DB = BENCH MARK DISK
 TM0086_SETTING: 66 = SET IN ROCK OUTCROP
 TM0086_SP_SET: ROCK CLIFF
 TM0086_STAMPING: F 53 1933
 TM0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0086+STABILITY: POSITION/ELEVATION WELL
 TM0086
 TM0086  HISTORY     - Date     Condition        Report By
 TM0086  HISTORY     - 1933     MONUMENTED       CGS
 TM0086  HISTORY     - 1960     GOOD             DOD
 TM0086  HISTORY     - 1968     MARK NOT FOUND   USGS
 TM0086
 TM0086                          STATION DESCRIPTION
 TM0086
 TM0086'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0086'2.0 MI SW FROM SUMMIT.
 TM0086'2.0 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0086'AT SUMMIT, FLATHEAD COUNTY, 360 FEET NORTHEAST OF MILEPOST 1153, 210
 TM0086'FEET SOUTHWEST OF THE RAILROAD SIGN PAINTED 1152.88, 10 FEET NORTHWEST
 TM0086'OF THE NORTHWEST TRACK, IN A ROCK CLIFF AT A DEEP ROCK CUT, AND ABOUT
 TM0086'2 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 53 1933.
 TM0086
 TM0086                          STATION RECOVERY (1968)
 TM0086
 TM0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TM0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1326 ***********************************************************************
 SS1326  DESIGNATION -  F 532
 SS1326  PID         -  SS1326
 SS1326  STATE/COUNTY-  MT/JUDITH BASIN
 SS1326  USGS QUAD   -  STANFORD (1978)
 SS1326
 SS1326                         *CURRENT SURVEY CONTROL
 SS1326  ___________________________________________________________________
 SS1326* NAD 83(1986)-  47 09 27.     (N)    110 14 21.     (W)     SCALED    
 SS1326* NAVD 88     -      1313.007  (meters)    4307.76   (feet)  ADJUSTED  
 SS1326  ___________________________________________________________________
 SS1326  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 SS1326  DYNAMIC HT  -        1312.825 (meters)    4307.16  (feet)  COMP
 SS1326  MODELED GRAV-     980,428.3   (mgal)                       NAVD 88
 SS1326  OBS GRAVITY -     980,423.4   (mgal)                       GRAV_OBS
 SS1326
 SS1326  VERT ORDER  -  FIRST     CLASS II
 SS1326
 SS1326.The horizontal coordinates were scaled from a topographic map and have
 SS1326.an estimated accuracy of +/- 6 seconds.
 SS1326
 SS1326.The orthometric height was determined by differential leveling
 SS1326.and adjusted by the National Geodetic Survey in June 1991..
 SS1326
 SS1326.The geoid height was determined by GEOID03.
 SS1326
 SS1326.The dynamic height is computed by dividing the NAVD 88
 SS1326.geopotential number by the normal gravity value computed on the
 SS1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1326.degrees latitude (g = 980.6199 gals.).
 SS1326
 SS1326.The modeled gravity was interpolated from observed gravity values.
 SS1326.The observed gravity was obtained from relative gravimeter ties
 SS1326.to the IGSN71 gravity network.
 SS1326
 SS1326;                    North         East    Units  Estimated Accuracy
 SS1326;SPC MT       -   323,340.      543,980.      MT  (+/- 180 meters Scaled)
 SS1326
 SS1326                          SUPERSEDED SURVEY CONTROL
 SS1326
 SS1326.No superseded survey control is available for this station.
 SS1326
 SS1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT576229(NAD 83)
 SS1326_MARKER: I = METAL ROD
 SS1326_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1326_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1326_STAMPING: F 532 1980
 SS1326_PROJECTION: FLUSH
 SS1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1326+STABILITY: POSITION/ELEVATION WELL
 SS1326_ROD/PIPE-DEPTH: 12.5 meters
 SS1326_SLEEVE-DEPTH  : 12.2 meters
 SS1326
 SS1326  HISTORY     - Date     Condition        Report By
 SS1326  HISTORY     - 1980     MONUMENTED       NGS
 SS1326
 SS1326                          STATION DESCRIPTION
 SS1326
 SS1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1326'1.9 KM WEST FROM STANFORD.
 SS1326'0.5 KM (0.3 MI) NORTH ALONG 3RD STREET FROM THE COURTHOUSE IN STANFORD
 SS1326'THENCE 1.4 KM (0.85 MI) WEST ALONG A PAVED ROAD, 0.2 KM (0.15 MI) EAST
 SS1326'OF THE JUNCTION OF U.S. HIGHWAY 87, 41.5 METERS (136 FT) NORTH OF THE
 SS1326'CENTERLINE OF THE ROAD, 11.0 METERS (36.2 FT) WEST OF THE CENTER OF A
 SS1326'GRAVELED ROAD, 3.0 METERS (10.0 FT) NORTH OF A UTILITY POLE, 0.6 METER
 SS1326'(2.0 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 12.5 METERS
 SS1326'(41 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1326'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SS1326'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1013 ***********************************************************************
 SR1013  DESIGNATION -  F 533
 SR1013  PID         -  SR1013
 SR1013  STATE/COUNTY-  MT/JUDITH BASIN
 SR1013  USGS QUAD   -  MOCCASIN (1970)
 SR1013
 SR1013                         *CURRENT SURVEY CONTROL
 SR1013  ___________________________________________________________________
 SR1013* NAD 83(1986)-  47 03 19.     (N)    109 59 19.     (W)     SCALED    
 SR1013* NAVD 88     -      1310.923  (meters)    4300.92   (feet)  ADJUSTED  
 SR1013  ___________________________________________________________________
 SR1013  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 SR1013  DYNAMIC HT  -        1310.718 (meters)    4300.25  (feet)  COMP
 SR1013  MODELED GRAV-     980,411.0   (mgal)                       NAVD 88
 SR1013
 SR1013  VERT ORDER  -  FIRST     CLASS II
 SR1013
 SR1013.The horizontal coordinates were scaled from a topographic map and have
 SR1013.an estimated accuracy of +/- 6 seconds.
 SR1013
 SR1013.The orthometric height was determined by differential leveling
 SR1013.and adjusted by the National Geodetic Survey in June 1991..
 SR1013
 SR1013.The geoid height was determined by GEOID03.
 SR1013
 SR1013.The dynamic height is computed by dividing the NAVD 88
 SR1013.geopotential number by the normal gravity value computed on the
 SR1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR1013.degrees latitude (g = 980.6199 gals.).
 SR1013
 SR1013.The modeled gravity was interpolated from observed gravity values.
 SR1013
 SR1013;                    North         East    Units  Estimated Accuracy
 SR1013;SPC MT       -   311,840.      562,900.      MT  (+/- 180 meters Scaled)
 SR1013
 SR1013                          SUPERSEDED SURVEY CONTROL
 SR1013
 SR1013.No superseded survey control is available for this station.
 SR1013
 SR1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT768118(NAD 83)
 SR1013_MARKER: I = METAL ROD
 SR1013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR1013_SP_SET: STAINLESS STEEL ROD
 SR1013_STAMPING: F 533 1980
 SR1013_PROJECTION: FLUSH
 SR1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR1013_ROD/PIPE-DEPTH: 5.2  meters
 SR1013
 SR1013  HISTORY     - Date     Condition        Report By
 SR1013  HISTORY     - 1980     MONUMENTED       NGS
 SR1013
 SR1013                          STATION DESCRIPTION
 SR1013
 SR1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR1013'6.2 KM WEST FROM MOCCASIN.
 SR1013'0.2 KM (0.1 MI) NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 SR1013'MOCCASIN THENCE 6.0 KM (3.7 MI) WEST ALONG U.S. HIGHWAY 87, 0.2 KM
 SR1013'(0.15 MI) NORTHWEST OF MILE POST 51, 26.8 METERS (88 FT) SOUTHEAST OF
 SR1013'THE SOUTHEAST CORNER OF A BUILDING, 23.7 METERS (77.7 FT) NORTH OF THE
 SR1013'CENTERLINE OF THE HIGHWAY, 7.7 METERS (25.3 FT) WEST OF THE CENTER
 SR1013'OF A DRIVEWAY AND 0.6 METER (2.0 FT) SOUTH OF A FENCE.  NOTE=REFUSAL
 SR1013'WAS REACHED AT 5.2 METERS (17.0 FT) AND ACCESS TO THE DATUM POINT IS
 SR1013'THROUGH A 5-INCH LOGO CAP.
 SR1013'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SR1013'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1340 ***********************************************************************
 SS1340  DESIGNATION -  F 534
 SS1340  PID         -  SS1340
 SS1340  STATE/COUNTY-  MT/CASCADE
 SS1340  USGS QUAD   -  BELT (1982)
 SS1340
 SS1340                         *CURRENT SURVEY CONTROL
 SS1340  ___________________________________________________________________
 SS1340* NAD 83(1986)-  47 23 30.     (N)    110 55 39.     (W)     SCALED    
 SS1340* NAVD 88     -      1066.778  (meters)    3499.92   (feet)  ADJUSTED  
 SS1340  ___________________________________________________________________
 SS1340  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 SS1340  DYNAMIC HT  -        1066.681 (meters)    3499.60  (feet)  COMP
 SS1340  MODELED GRAV-     980,485.4   (mgal)                       NAVD 88
 SS1340
 SS1340  VERT ORDER  -  FIRST     CLASS II
 SS1340
 SS1340.The horizontal coordinates were scaled from a topographic map and have
 SS1340.an estimated accuracy of +/- 6 seconds.
 SS1340
 SS1340.The orthometric height was determined by differential leveling
 SS1340.and adjusted by the National Geodetic Survey in June 1991..
 SS1340
 SS1340.The geoid height was determined by GEOID03.
 SS1340
 SS1340.The dynamic height is computed by dividing the NAVD 88
 SS1340.geopotential number by the normal gravity value computed on the
 SS1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1340.degrees latitude (g = 980.6199 gals.).
 SS1340
 SS1340.The modeled gravity was interpolated from observed gravity values.
 SS1340
 SS1340;                    North         East    Units  Estimated Accuracy
 SS1340;SPC MT       -   350,080.      492,300.      MT  (+/- 180 meters Scaled)
 SS1340
 SS1340                          SUPERSEDED SURVEY CONTROL
 SS1340
 SS1340.No superseded survey control is available for this station.
 SS1340
 SS1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT054486(NAD 83)
 SS1340_MARKER: I = METAL ROD
 SS1340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1340_SP_SET: STAINLESS STEEL ROD
 SS1340_STAMPING: F 534 1980
 SS1340_PROJECTION: FLUSH
 SS1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1340_ROD/PIPE-DEPTH: 7.3  meters
 SS1340
 SS1340  HISTORY     - Date     Condition        Report By
 SS1340  HISTORY     - 1980     MONUMENTED       NGS
 SS1340
 SS1340                          STATION DESCRIPTION
 SS1340
 SS1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1340'0.5 KM NORTH FROM BELT.
 SS1340'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE IN
 SS1340'BELT, 29.9 METERS (98 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY, 18.7
 SS1340'METERS (61.4 FT) NORTH OF A UTILITY POLE WITH GUY WIRE, 14.8 METERS
 SS1340'(48.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.0 METER (3.4
 SS1340'FT) NORTHWEST OF A FENCE CORNER AND 0.6 METER (1.8 FT) SOUTHWEST OF A
 SS1340'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1340'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 SS1340'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1366 ***********************************************************************
 SS1366  DESIGNATION -  F 535
 SS1366  PID         -  SS1366
 SS1366  STATE/COUNTY-  MT/CASCADE
 SS1366  USGS QUAD   -  NORTHEAST GREAT FALL (1994)
 SS1366
 SS1366                         *CURRENT SURVEY CONTROL
 SS1366  ___________________________________________________________________
 SS1366* NAD 83(1986)-  47 30 24.     (N)    111 12 57.     (W)     SCALED    
 SS1366* NAVD 88     -      1052.215  (meters)    3452.14   (feet)  ADJUSTED  
 SS1366  ___________________________________________________________________
 SS1366  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS1366  DYNAMIC HT  -        1052.146 (meters)    3451.92  (feet)  COMP
 SS1366  MODELED GRAV-     980,511.4   (mgal)                       NAVD 88
 SS1366
 SS1366  VERT ORDER  -  FIRST     CLASS II
 SS1366
 SS1366.The horizontal coordinates were scaled from a topographic map and have
 SS1366.an estimated accuracy of +/- 6 seconds.
 SS1366
 SS1366.The orthometric height was determined by differential leveling
 SS1366.and adjusted by the National Geodetic Survey in June 1991..
 SS1366
 SS1366.The geoid height was determined by GEOID03.
 SS1366
 SS1366.The dynamic height is computed by dividing the NAVD 88
 SS1366.geopotential number by the normal gravity value computed on the
 SS1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1366.degrees latitude (g = 980.6199 gals.).
 SS1366
 SS1366.The modeled gravity was interpolated from observed gravity values.
 SS1366
 SS1366;                    North         East    Units  Estimated Accuracy
 SS1366;SPC MT       -   363,290.      470,820.      MT  (+/- 180 meters Scaled)
 SS1366
 SS1366                          SUPERSEDED SURVEY CONTROL
 SS1366
 SS1366.No superseded survey control is available for this station.
 SS1366
 SS1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT837614(NAD 83)
 SS1366_MARKER: I = METAL ROD
 SS1366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1366_SP_SET: STAINLESS STEEL ROD
 SS1366_STAMPING: F 535 1980
 SS1366_PROJECTION: FLUSH
 SS1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1366_ROD/PIPE-DEPTH: 7.3  meters
 SS1366
 SS1366  HISTORY     - Date     Condition        Report By
 SS1366  HISTORY     - 1980     MONUMENTED       NGS
 SS1366
 SS1366                          STATION DESCRIPTION
 SS1366
 SS1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1366'IN GREAT FALLS.
 SS1366'AT THE INTERSECTION OF U.S. HIGHWAY 89 BY-PASS AND 10TH AVENUE NORTH,
 SS1366'0.9 KM (0.55 MI) WEST OF THE ENTRANCE TO MALMSTROM AIRFORCE BASE,
 SS1366'58.5 METERS (192 FT) NORTH OF THE ROAD CENTER, 28.6 METERS (93.9 FT)
 SS1366'NORTHEAST OF THE NORTHEAST CORNER OF A SERVICE STATION, 16.2 METERS
 SS1366'(53 FT) WEST OF THE CENTERLINE OF HIGHWAY 87 AND 1.6 METERS (5.3 FT)
 SS1366'NORTH OF UTILITY POLE NUMBER 19.  NOTE=ACCESS TO THE DATUM POINT IS
 SS1366'THROUGH A 5-INCH LOGO CAP.
 SS1366'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 SS1366'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0646 ***********************************************************************
 RV0646  DESIGNATION -  F 536
 RV0646  PID         -  RV0646
 RV0646  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0646  USGS QUAD   -  DEADMANS BASIN RESERVOIR (1986)
 RV0646
 RV0646                         *CURRENT SURVEY CONTROL
 RV0646  ___________________________________________________________________
 RV0646* NAD 83(1986)-  46 18 55.     (N)    109 23 30.     (W)     SCALED    
 RV0646* NAVD 88     -      1137.535  (meters)    3732.06   (feet)  ADJUSTED  
 RV0646  ___________________________________________________________________
 RV0646  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 RV0646  DYNAMIC HT  -        1137.336 (meters)    3731.41  (feet)  COMP
 RV0646  MODELED GRAV-     980,399.6   (mgal)                       NAVD 88
 RV0646
 RV0646  VERT ORDER  -  FIRST     CLASS II
 RV0646
 RV0646.The horizontal coordinates were scaled from a topographic map and have
 RV0646.an estimated accuracy of +/- 6 seconds.
 RV0646
 RV0646.The orthometric height was determined by differential leveling
 RV0646.and adjusted by the National Geodetic Survey in June 1991..
 RV0646
 RV0646.The geoid height was determined by GEOID03.
 RV0646
 RV0646.The dynamic height is computed by dividing the NAVD 88
 RV0646.geopotential number by the normal gravity value computed on the
 RV0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0646.degrees latitude (g = 980.6199 gals.).
 RV0646
 RV0646.The modeled gravity was interpolated from observed gravity values.
 RV0646
 RV0646;                    North         East    Units  Estimated Accuracy
 RV0646;SPC MT       -   229,510.      608,340.      MT  (+/- 180 meters Scaled)
 RV0646
 RV0646                          SUPERSEDED SURVEY CONTROL
 RV0646
 RV0646.No superseded survey control is available for this station.
 RV0646
 RV0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS238303(NAD 83)
 RV0646_MARKER: I = METAL ROD
 RV0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0646_SP_SET: STAINLESS STEEL ROD
 RV0646_STAMPING: F 536 1980
 RV0646_MARK LOGO: NGS   
 RV0646_PROJECTION: FLUSH
 RV0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0646_ROD/PIPE-DEPTH: 5.8  meters
 RV0646
 RV0646  HISTORY     - Date     Condition        Report By
 RV0646  HISTORY     - 1980     MONUMENTED       NGS
 RV0646
 RV0646                          STATION DESCRIPTION
 RV0646
 RV0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0646'10.9 KM (6.8 MI) SE FROM SHAWMUT.
 RV0646'0.2 KM (0.1 MI) SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 RV0646'SHAWMUT, THENCE 10.8 KM (6.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 12, OR,
 RV0646'10.9 KM (6.8 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE
 RV0646'IN RYEGATE, 0.2 KM (0.15 MI) SOUTHEAST OF MILEPOST 123, 21.3 METERS
 RV0646'(70.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.1 METERS (20.0 FT)
 RV0646'EAST OF THE CENTER OF A FIELD ENTRANCE ROAD, AND 3.4 METERS (11.2 FT)
 RV0646'EAST OF A GATE POST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 RV0646'5-INCH LOGO CAP.
 RV0646'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 RV0646'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0671 ***********************************************************************
 RV0671  DESIGNATION -  F 537
 RV0671  PID         -  RV0671
 RV0671  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0671  USGS QUAD   -  LAVINA (1979)
 RV0671
 RV0671                         *CURRENT SURVEY CONTROL
 RV0671  ___________________________________________________________________
 RV0671* NAD 83(1986)-  46 16 03.     (N)    108 56 20.     (W)     SCALED    
 RV0671* NAVD 88     -      1080.812  (meters)    3545.96   (feet)  ADJUSTED  
 RV0671  ___________________________________________________________________
 RV0671  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 RV0671  DYNAMIC HT  -        1080.626 (meters)    3545.35  (feet)  COMP
 RV0671  MODELED GRAV-     980,404.5   (mgal)                       NAVD 88
 RV0671
 RV0671  VERT ORDER  -  FIRST     CLASS II
 RV0671
 RV0671.The horizontal coordinates were scaled from a topographic map and have
 RV0671.an estimated accuracy of +/- 6 seconds.
 RV0671
 RV0671.The orthometric height was determined by differential leveling
 RV0671.and adjusted by the National Geodetic Survey in June 1991..
 RV0671
 RV0671.The geoid height was determined by GEOID03.
 RV0671
 RV0671.The dynamic height is computed by dividing the NAVD 88
 RV0671.geopotential number by the normal gravity value computed on the
 RV0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0671.degrees latitude (g = 980.6199 gals.).
 RV0671
 RV0671.The modeled gravity was interpolated from observed gravity values.
 RV0671
 RV0671;                    North         East    Units  Estimated Accuracy
 RV0671;SPC MT       -   224,350.      643,230.      MT  (+/- 180 meters Scaled)
 RV0671
 RV0671                          SUPERSEDED SURVEY CONTROL
 RV0671
 RV0671.No superseded survey control is available for this station.
 RV0671
 RV0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS588258(NAD 83)
 RV0671_MARKER: DB = BENCH MARK DISK
 RV0671_SETTING: 66 = SET IN ROCK OUTCROP
 RV0671_SP_SET: ROCK OUTCROP
 RV0671_STAMPING: F 537 1980
 RV0671_MARK LOGO: NGS   
 RV0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0671+STABILITY: POSITION/ELEVATION WELL
 RV0671
 RV0671  HISTORY     - Date     Condition        Report By
 RV0671  HISTORY     - 1980     MONUMENTED       NGS
 RV0671
 RV0671                          STATION DESCRIPTION
 RV0671
 RV0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0671'3.0 KM (1.85 MI) SOUTH FROM LAVINA.
 RV0671'3.0 KM (1.85 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 RV0671'LAVINA, AT THE SOUTHEAST END OF A CUT BANK, 0.2 KM (0.1 MI) SOUTH OF
 RV0671'MILEPOST 44, 10.7 METERS (35.0 FT) WEST OF A FENCE, 8.2 METERS
 RV0671'(26.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 RV0671'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RV0671'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0372 ***********************************************************************
 QW0372  DESIGNATION -  F 538
 QW0372  PID         -  QW0372
 QW0372  STATE/COUNTY-  MT/YELLOWSTONE
 QW0372  USGS QUAD   -  ROCK SPRING (1956)
 QW0372
 QW0372                         *CURRENT SURVEY CONTROL
 QW0372  ___________________________________________________________________
 QW0372* NAD 83(1986)-  45 55 47.     (N)    108 52 49.     (W)     SCALED    
 QW0372* NAVD 88     -      1194.070  (meters)    3917.54   (feet)  ADJUSTED  
 QW0372  ___________________________________________________________________
 QW0372  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QW0372  DYNAMIC HT  -        1193.794 (meters)    3916.64  (feet)  COMP
 QW0372  MODELED GRAV-     980,342.3   (mgal)                       NAVD 88
 QW0372
 QW0372  VERT ORDER  -  FIRST     CLASS II
 QW0372
 QW0372.The horizontal coordinates were scaled from a topographic map and have
 QW0372.an estimated accuracy of +/- 6 seconds.
 QW0372
 QW0372.The orthometric height was determined by differential leveling
 QW0372.and adjusted by the National Geodetic Survey in June 1991..
 QW0372
 QW0372.The geoid height was determined by GEOID03.
 QW0372
 QW0372.The dynamic height is computed by dividing the NAVD 88
 QW0372.geopotential number by the normal gravity value computed on the
 QW0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0372.degrees latitude (g = 980.6199 gals.).
 QW0372
 QW0372.The modeled gravity was interpolated from observed gravity values.
 QW0372
 QW0372;                    North         East    Units  Estimated Accuracy
 QW0372;SPC MT       -   186,860.      648,050.      MT  (+/- 180 meters Scaled)
 QW0372
 QW0372                          SUPERSEDED SURVEY CONTROL
 QW0372
 QW0372.No superseded survey control is available for this station.
 QW0372
 QW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR643884(NAD 83)
 QW0372_MARKER: I = METAL ROD
 QW0372_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0372+WITH SETTING: INFORMATION.
 QW0372_SP_SET: SHALLOW SET METAL ROD
 QW0372_STAMPING: F 538 1980
 QW0372_MARK LOGO: NGS   
 QW0372_PROJECTION: FLUSH
 QW0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0372_ROD/PIPE-DEPTH: 2.1  meters
 QW0372
 QW0372  HISTORY     - Date     Condition        Report By
 QW0372  HISTORY     - 1980     MONUMENTED       NGS
 QW0372
 QW0372                          STATION DESCRIPTION
 QW0372
 QW0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0372'20.3 KM (12.6 MI) SOUTH FROM BROADVIEW.
 QW0372'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 QW0372'BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532, THENCE
 QW0372'18.8 KM (11.7 MI) SOUTH ALONG COUNTY ROAD 532, 8.2 METERS (26.8 FT)
 QW0372'EAST OF THE CENTER OF THE ROAD AND 7.6 METERS (25.0 FT) SOUTH OF THE
 QW0372'CENTER OF A FIELD ROAD.  NOTE=REFUSAL WAS REACHED AT 2.1 METERS (7.0
 QW0372'FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0372'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST AND FENCE
 QW0372'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0472 ***********************************************************************
 TJ0472  DESIGNATION -  F 539
 TJ0472  PID         -  TJ0472
 TJ0472  STATE/COUNTY-  MT/PHILLIPS
 TJ0472  USGS QUAD   -  MALTA EAST (1987)
 TJ0472
 TJ0472                         *CURRENT SURVEY CONTROL
 TJ0472  ___________________________________________________________________
 TJ0472* NAD 83(1986)-  48 21 44.     (N)    107 47 51.     (W)     SCALED    
 TJ0472* NAVD 88     -       685.588  (meters)    2249.30   (feet)  ADJUSTED  
 TJ0472  ___________________________________________________________________
 TJ0472  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TJ0472  DYNAMIC HT  -         685.672 (meters)    2249.58  (feet)  COMP
 TJ0472  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 TJ0472
 TJ0472  VERT ORDER  -  FIRST     CLASS II
 TJ0472
 TJ0472.The horizontal coordinates were scaled from a topographic map and have
 TJ0472.an estimated accuracy of +/- 6 seconds.
 TJ0472
 TJ0472.The orthometric height was determined by differential leveling
 TJ0472.and adjusted by the National Geodetic Survey in June 1991..
 TJ0472
 TJ0472.The geoid height was determined by GEOID03.
 TJ0472
 TJ0472.The dynamic height is computed by dividing the NAVD 88
 TJ0472.geopotential number by the normal gravity value computed on the
 TJ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0472.degrees latitude (g = 980.6199 gals.).
 TJ0472
 TJ0472.The modeled gravity was interpolated from observed gravity values.
 TJ0472
 TJ0472;                    North         East    Units  Estimated Accuracy
 TJ0472;SPC MT       -   458,330.      726,110.      MT  (+/- 180 meters Scaled)
 TJ0472
 TJ0472                          SUPERSEDED SURVEY CONTROL
 TJ0472
 TJ0472.No superseded survey control is available for this station.
 TJ0472
 TJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP927603(NAD 83)
 TJ0472_MARKER: I = METAL ROD
 TJ0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0472_SP_SET: STAINLESS STEEL ROD
 TJ0472_STAMPING: F 539 1980
 TJ0472_MARK LOGO: NGS   
 TJ0472_PROJECTION: FLUSH
 TJ0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0472_ROD/PIPE-DEPTH: 8.5  meters
 TJ0472
 TJ0472  HISTORY     - Date     Condition        Report By
 TJ0472  HISTORY     - 1980     MONUMENTED       NGS
 TJ0472  HISTORY     - 1982     POOR             NGS
 TJ0472
 TJ0472                          STATION DESCRIPTION
 TJ0472
 TJ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0472'5.6 KM (3.5 MI) EAST FROM MALTA.
 TJ0472'5.6 KM (3.5 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0472'RAILROAD STATION IN MALTA, 39.9 METERS (131.0 FT) NORTH OF THE NEAR
 TJ0472'RAIL, 21.2 METERS (69.5 FT) NORTH OF THE CENTER OF A PAVED ROAD, 15.5
 TJ0472'METERS (51.0 FT) NORTHWEST OF A POWER POLE, 5.0 METERS (16.5 FT) WEST
 TJ0472'OF THE CENTER OF A DRIVEWAY LEADING NORTH TO A RANCH HOUSE, AND 2.3
 TJ0472'METERS (7.4 FT) WEST OF A FENCE CORNER. NOTE=ACCESS TO THE DATUM POINT
 TJ0472'IS THROUGH A 5-INCH LOGO CAP.
 TJ0472'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 TJ0472'THE MARK IS 0.3 M BELOW THE ROAD.
 TJ0472
 TJ0472                          STATION RECOVERY (1982)
 TJ0472
 TJ0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TJ0472'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0496 ***********************************************************************
 TJ0496  DESIGNATION -  F 540
 TJ0496  PID         -  TJ0496
 TJ0496  STATE/COUNTY-  MT/VALLEY
 TJ0496  USGS QUAD   -  HINSDALE NW (1984)
 TJ0496
 TJ0496                         *CURRENT SURVEY CONTROL
 TJ0496  ___________________________________________________________________
 TJ0496* NAD 83(1986)-  48 27 06.     (N)    107 14 07.     (W)     SCALED    
 TJ0496* NAVD 88     -       673.755  (meters)    2210.48   (feet)  ADJUSTED  
 TJ0496  ___________________________________________________________________
 TJ0496  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TJ0496  DYNAMIC HT  -         673.857 (meters)    2210.81  (feet)  COMP
 TJ0496  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 TJ0496
 TJ0496  VERT ORDER  -  FIRST     CLASS II
 TJ0496
 TJ0496.The horizontal coordinates were scaled from a topographic map and have
 TJ0496.an estimated accuracy of +/- 6 seconds.
 TJ0496
 TJ0496.The orthometric height was determined by differential leveling
 TJ0496.and adjusted by the National Geodetic Survey in June 1991..
 TJ0496
 TJ0496.The geoid height was determined by GEOID03.
 TJ0496
 TJ0496.The dynamic height is computed by dividing the NAVD 88
 TJ0496.geopotential number by the normal gravity value computed on the
 TJ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0496.degrees latitude (g = 980.6199 gals.).
 TJ0496
 TJ0496.The modeled gravity was interpolated from observed gravity values.
 TJ0496
 TJ0496;                    North         East    Units  Estimated Accuracy
 TJ0496;SPC MT       -   469,320.      767,450.      MT  (+/- 180 meters Scaled)
 TJ0496
 TJ0496                          SUPERSEDED SURVEY CONTROL
 TJ0496
 TJ0496.No superseded survey control is available for this station.
 TJ0496
 TJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP347689(NAD 83)
 TJ0496_MARKER: I = METAL ROD
 TJ0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0496_SP_SET: STAINLESS STEEL ROD
 TJ0496_STAMPING: F 540 1980
 TJ0496_MARK LOGO: NGS   
 TJ0496_PROJECTION: FLUSH
 TJ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0496_ROD/PIPE-DEPTH: 7.3  meters
 TJ0496
 TJ0496  HISTORY     - Date     Condition        Report By
 TJ0496  HISTORY     - 1980     MONUMENTED       NGS
 TJ0496
 TJ0496                          STATION DESCRIPTION
 TJ0496
 TJ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0496'8.0 KM (5.0 MI) EAST FROM SACO.
 TJ0496'8.0 KM (5.0 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TJ0496'IN SACO, 4.8 KM (3.0 MI) EAST OF THE PHILLIPS-VALLEY COUNTY LINE, AT A
 TJ0496'GRAVELED CROSSROAD LEADING NORTH AND SOUTH, 24.2 METERS (79.5 FT)
 TJ0496'NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.5 METERS (51.0 FT) EAST OF
 TJ0496'THE CENTER OF THE ROAD, 0.6 METERS (2.0 FT) EAST OF A UTILITY POLE,
 TJ0496'AND 0.3 METERS (1.0 FT) SOUTH OF A FENCE, NOTE=ACCESS TO THE DATUM
 TJ0496'POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0496'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TJ0496'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0519 ***********************************************************************
 TJ0519  DESIGNATION -  F 541
 TJ0519  PID         -  TJ0519
 TJ0519  STATE/COUNTY-  MT/VALLEY
 TJ0519  USGS QUAD   -  TAMPICO (1978)
 TJ0519
 TJ0519                         *CURRENT SURVEY CONTROL
 TJ0519  ___________________________________________________________________
 TJ0519* NAD 83(1986)-  48 19 17.     (N)    106 50 46.     (W)     SCALED    
 TJ0519* NAVD 88     -       657.036  (meters)    2155.63   (feet)  ADJUSTED  
 TJ0519  ___________________________________________________________________
 TJ0519  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0519  DYNAMIC HT  -         657.112 (meters)    2155.88  (feet)  COMP
 TJ0519  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 TJ0519
 TJ0519  VERT ORDER  -  FIRST     CLASS II
 TJ0519
 TJ0519.The horizontal coordinates were scaled from a topographic map and have
 TJ0519.an estimated accuracy of +/- 6 seconds.
 TJ0519
 TJ0519.The orthometric height was determined by differential leveling
 TJ0519.and adjusted by the National Geodetic Survey in June 1991..
 TJ0519
 TJ0519.The geoid height was determined by GEOID03.
 TJ0519
 TJ0519.The dynamic height is computed by dividing the NAVD 88
 TJ0519.geopotential number by the normal gravity value computed on the
 TJ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0519.degrees latitude (g = 980.6199 gals.).
 TJ0519
 TJ0519.The modeled gravity was interpolated from observed gravity values.
 TJ0519
 TJ0519;                    North         East    Units  Estimated Accuracy
 TJ0519;SPC MT       -   455,750.      796,710.      MT  (+/- 180 meters Scaled)
 TJ0519
 TJ0519                          SUPERSEDED SURVEY CONTROL
 TJ0519
 TJ0519.No superseded survey control is available for this station.
 TJ0519
 TJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP631536(NAD 83)
 TJ0519_MARKER: I = METAL ROD
 TJ0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0519_SP_SET: STAINLESS STEEL ROD
 TJ0519_STAMPING: F 541 1980
 TJ0519_MARK LOGO: NGS   
 TJ0519_PROJECTION: FLUSH
 TJ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0519_ROD/PIPE-DEPTH: 3.7  meters
 TJ0519
 TJ0519  HISTORY     - Date     Condition        Report By
 TJ0519  HISTORY     - 1980     MONUMENTED       NGS
 TJ0519
 TJ0519                          STATION DESCRIPTION
 TJ0519
 TJ0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0519'21.7 KM (13.5 MI) NW FROM GLASGOW.
 TJ0519'21.7 KM (13.5 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0519'FROM THE STATION IN GLASGOW, 0.5 KM (0.3 MI)
 TJ0519'SOUTHEAST OF A CROSSROAD, 17.2 METERS (56.4 FT) NORTHEAST OF THE
 TJ0519'NORTHEAST RAIL, 13.4 METERS (44.0 FT) SOUTHEAST OF THE CENTER OF A
 TJ0519'ROAD, 12.8 METERS (41.9 FT) NORTH-NORTHWEST OF MILE POST 291 AND
 TJ0519'1.0 METER (3.3 FT) NORTHWEST OF UTILITY POLE NUMBER E 56.
 TJ0519'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0519'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 TJ0519'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0419 ***********************************************************************
 TH0419  DESIGNATION -  F 542
 TH0419  PID         -  TH0419
 TH0419  STATE/COUNTY-  MT/ROOSEVELT
 TH0419  USGS QUAD   -  WOLF POINT (1989)
 TH0419
 TH0419                         *CURRENT SURVEY CONTROL
 TH0419  ___________________________________________________________________
 TH0419* NAD 83(1986)-  48 05 08.     (N)    105 43 08.     (W)     SCALED    
 TH0419* NAVD 88     -       626.675  (meters)    2056.02   (feet)  ADJUSTED  
 TH0419  ___________________________________________________________________
 TH0419  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TH0419  DYNAMIC HT  -         626.749 (meters)    2056.26  (feet)  COMP
 TH0419  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 TH0419
 TH0419  VERT ORDER  -  FIRST     CLASS II
 TH0419
 TH0419.The horizontal coordinates were scaled from a topographic map and have
 TH0419.an estimated accuracy of +/- 6 seconds.
 TH0419
 TH0419.The orthometric height was determined by differential leveling
 TH0419.and adjusted by the National Geodetic Survey in June 1991..
 TH0419
 TH0419.The geoid height was determined by GEOID03.
 TH0419
 TH0419.The dynamic height is computed by dividing the NAVD 88
 TH0419.geopotential number by the normal gravity value computed on the
 TH0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0419.degrees latitude (g = 980.6199 gals.).
 TH0419
 TH0419.The modeled gravity was interpolated from observed gravity values.
 TH0419
 TH0419;                    North         East    Units  Estimated Accuracy
 TH0419;SPC MT       -   433,000.      881,470.      MT  (+/- 180 meters Scaled)
 TH0419
 TH0419                          SUPERSEDED SURVEY CONTROL
 TH0419
 TH0419.No superseded survey control is available for this station.
 TH0419
 TH0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP464260(NAD 83)
 TH0419_MARKER: I = METAL ROD
 TH0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0419_SP_SET: STAINLESS STEEL ROD
 TH0419_STAMPING: F 542 1980
 TH0419_MARK LOGO: NGS   
 TH0419_PROJECTION: FLUSH
 TH0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0419_ROD/PIPE-DEPTH: 7.3  meters
 TH0419
 TH0419  HISTORY     - Date     Condition        Report By
 TH0419  HISTORY     - 1980     MONUMENTED       NGS
 TH0419
 TH0419                          STATION DESCRIPTION
 TH0419
 TH0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0419'5.7 KM (3.55 MI) WEST FROM WOLF POINT.
 TH0419'5.7 KM (3.55 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION
 TH0419'WITH STATE HIGHWAY 13W IN WOLF POINT, 24.1 METERS (79.0 FT)
 TH0419'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 14.3 METERS
 TH0419'(47.0 FT) SOUTH-SOUTHEAST OF MILE POST 587.  NOTE=REFUSAL WAS REACHED
 TH0419'AT 24.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0419'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 TH0419'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0531 ***********************************************************************
 TH0531  DESIGNATION -  F 543
 TH0531  PID         -  TH0531
 TH0531  STATE/COUNTY-  MT/SHERIDAN
 TH0531  USGS QUAD   -  MEDICINE LAKE (1989)
 TH0531
 TH0531                         *CURRENT SURVEY CONTROL
 TH0531  ___________________________________________________________________
 TH0531* NAD 83(1986)-  48 26 50.     (N)    104 29 51.     (W)     SCALED    
 TH0531* NAVD 88     -       637.638  (meters)    2091.98   (feet)  ADJUSTED  
 TH0531  ___________________________________________________________________
 TH0531  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 TH0531  DYNAMIC HT  -         637.744 (meters)    2092.33  (feet)  COMP
 TH0531  MODELED GRAV-     980,756.8   (mgal)                       NAVD 88
 TH0531
 TH0531  VERT ORDER  -  FIRST     CLASS II
 TH0531
 TH0531.The horizontal coordinates were scaled from a topographic map and have
 TH0531.an estimated accuracy of +/- 6 seconds.
 TH0531
 TH0531.The orthometric height was determined by differential leveling
 TH0531.and adjusted by the National Geodetic Survey in June 1991..
 TH0531
 TH0531.The geoid height was determined by GEOID03.
 TH0531
 TH0531.The dynamic height is computed by dividing the NAVD 88
 TH0531.geopotential number by the normal gravity value computed on the
 TH0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0531.degrees latitude (g = 980.6199 gals.).
 TH0531
 TH0531.The modeled gravity was interpolated from observed gravity values.
 TH0531
 TH0531;                    North         East    Units  Estimated Accuracy
 TH0531;SPC MT       -   478,220.      969,720.      MT  (+/- 180 meters Scaled)
 TH0531
 TH0531                          SUPERSEDED SURVEY CONTROL
 TH0531
 TH0531.No superseded survey control is available for this station.
 TH0531
 TH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP371661(NAD 83)
 TH0531_MARKER: I = METAL ROD
 TH0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0531_SP_SET: STAINLESS STEEL ROD
 TH0531_STAMPING: F 543 1980
 TH0531_MARK LOGO: NGS   
 TH0531_PROJECTION: FLUSH
 TH0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0531_ROD/PIPE-DEPTH: 6.7  meters
 TH0531
 TH0531  HISTORY     - Date     Condition        Report By
 TH0531  HISTORY     - 1980     MONUMENTED       NGS
 TH0531
 TH0531                          STATION DESCRIPTION
 TH0531
 TH0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0531'6.6 KM (4.1 MI) SOUTH FROM MEDICINE LAKE.
 TH0531'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0531'MEDICINE LAKE, THENCE 6.0 KM (3.75 MI) SOUTH ALONG STATE HIGHWAY 16,
 TH0531'AT A SIDE ROAD LEADING EAST AND AN OPEN FIELD, 1.4 KM (0.85 MI)
 TH0531'SOUTH OF MILE POST 67, 0.3 KM (0.2 MI) SOUTH OF MILE POST 68,
 TH0531'24.2 METERS (79.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.6
 TH0531'METERS (41.2 FT) NORTH OF THE CENTER OF A SIDE ROAD LEADING EAST,
 TH0531'AND 2.0 METERS (6.4 FT) SOUTH OF A UTILITY POLE.  NOTE=REFUSAL WAS
 TH0531'REACHED AT 22.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TH0531'LOGO CAP.
 TH0531'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TH0531'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0455 ***********************************************************************
 TH0455  DESIGNATION -  F 544
 TH0455  PID         -  TH0455
 TH0455  STATE/COUNTY-  MT/ROOSEVELT
 TH0455  USGS QUAD   -  SPROLE (1989)
 TH0455
 TH0455                         *CURRENT SURVEY CONTROL
 TH0455  ___________________________________________________________________
 TH0455* NAD 83(1986)-  48 06 28.     (N)    105 03 13.     (W)     SCALED    
 TH0455* NAVD 88     -       606.056  (meters)    1988.37   (feet)  ADJUSTED  
 TH0455  ___________________________________________________________________
 TH0455  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 TH0455  DYNAMIC HT  -         606.128 (meters)    1988.60  (feet)  COMP
 TH0455  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 TH0455
 TH0455  VERT ORDER  -  FIRST     CLASS II
 TH0455
 TH0455.The horizontal coordinates were scaled from a topographic map and have
 TH0455.an estimated accuracy of +/- 6 seconds.
 TH0455
 TH0455.The orthometric height was determined by differential leveling
 TH0455.and adjusted by the National Geodetic Survey in June 1991..
 TH0455
 TH0455.The geoid height was determined by GEOID03.
 TH0455
 TH0455.The dynamic height is computed by dividing the NAVD 88
 TH0455.geopotential number by the normal gravity value computed on the
 TH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0455.degrees latitude (g = 980.6199 gals.).
 TH0455
 TH0455.The modeled gravity was interpolated from observed gravity values.
 TH0455
 TH0455;                    North         East    Units  Estimated Accuracy
 TH0455;SPC MT       -   438,070.      930,800.      MT  (+/- 180 meters Scaled)
 TH0455
 TH0455                          SUPERSEDED SURVEY CONTROL
 TH0455
 TH0455.No superseded survey control is available for this station.
 TH0455
 TH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP960282(NAD 83)
 TH0455_MARKER: I = METAL ROD
 TH0455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0455_SP_SET: STAINLESS STEEL ROD
 TH0455_STAMPING: F 544 1980
 TH0455_MARK LOGO: NGS   
 TH0455_PROJECTION: FLUSH
 TH0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0455_ROD/PIPE-DEPTH: 7.3  meters
 TH0455
 TH0455  HISTORY     - Date     Condition        Report By
 TH0455  HISTORY     - 1980     MONUMENTED       NGS
 TH0455
 TH0455                          STATION DESCRIPTION
 TH0455
 TH0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0455'10.4 KM (6.45 MI) EAST FROM POPLAR.
 TH0455'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0455'TRIBAL HEADQUARTERS IN POPLAR, IN LINE WITH A ROW OF TELEPHONE POLES,
 TH0455'1.0 KM (0.6 MI) EAST OF MILE POST 618, 29.1 METERS (95.5 FT) SOUTH
 TH0455'OF THE CENTERLINE OF THE HIGHWAY, 18.7 METERS (61.5 FT) NORTH OF
 TH0455'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 2.1 METERS
 TH0455'(7.0 FT) EAST OF UTILITY POLE NUMBER A 32.  NOTE=REFUSAL WAS REACHED
 TH0455'AT 24.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0455'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 TH0455'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0544 ***********************************************************************
 TH0544  DESIGNATION -  F 545
 TH0544  PID         -  TH0544
 TH0544  STATE/COUNTY-  MT/ROOSEVELT
 TH0544  USGS QUAD   -  FROID (1983)
 TH0544
 TH0544                         *CURRENT SURVEY CONTROL
 TH0544  ___________________________________________________________________
 TH0544* NAD 83(1986)-  48 16 00.     (N)    104 29 51.     (W)     SCALED    
 TH0544* NAVD 88     -       665.091  (meters)    2182.05   (feet)  ADJUSTED  
 TH0544  ___________________________________________________________________
 TH0544  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 TH0544  DYNAMIC HT  -         665.181 (meters)    2182.35  (feet)  COMP
 TH0544  MODELED GRAV-     980,724.5   (mgal)                       NAVD 88
 TH0544
 TH0544  VERT ORDER  -  FIRST     CLASS II
 TH0544
 TH0544.The horizontal coordinates were scaled from a topographic map and have
 TH0544.an estimated accuracy of +/- 6 seconds.
 TH0544
 TH0544.The orthometric height was determined by differential leveling
 TH0544.and adjusted by the National Geodetic Survey in June 1991..
 TH0544
 TH0544.The geoid height was determined by GEOID03.
 TH0544
 TH0544.The dynamic height is computed by dividing the NAVD 88
 TH0544.geopotential number by the normal gravity value computed on the
 TH0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0544.degrees latitude (g = 980.6199 gals.).
 TH0544
 TH0544.The modeled gravity was interpolated from observed gravity values.
 TH0544
 TH0544;                    North         East    Units  Estimated Accuracy
 TH0544;SPC MT       -   458,190.      971,000.      MT  (+/- 180 meters Scaled)
 TH0544
 TH0544                          SUPERSEDED SURVEY CONTROL
 TH0544
 TH0544.No superseded survey control is available for this station.
 TH0544
 TH0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP372460(NAD 83)
 TH0544_MARKER: I = METAL ROD
 TH0544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0544_SP_SET: STAINLESS STEEL ROD
 TH0544_STAMPING: F 545 1980
 TH0544_MARK LOGO: NGS   
 TH0544_PROJECTION: FLUSH
 TH0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0544_ROD/PIPE-DEPTH: 7.3  meters
 TH0544
 TH0544  HISTORY     - Date     Condition        Report By
 TH0544  HISTORY     - 1980     MONUMENTED       NGS
 TH0544
 TH0544                          STATION DESCRIPTION
 TH0544
 TH0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0544'7.8 KM (4.9 MI) SOUTH FROM FROID.
 TH0544'0.2 KM (0.15 MI) SOUTHWEST ALONG COUNTY ROAD 405 FROM THE RAILROAD
 TH0544'STATION IN FROID, THENCE 7.6 KM (4.7 MI) SOUTH ALONG STATE HIGHWAY
 TH0544'16, AT A FIELD ENTRANCE ROAD, 22.4 METERS (73.5 FT) EAST OF THE
 TH0544'CENTERLINE OF THE HIGHWAY, AND 9.3 METERS (30.5 FT) NORTH OF THE
 TH0544'CENTER OF A FIELD ENTRANCE ROAD.  NOTE=REFUSAL WAS REACHED AT
 TH0544'24.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0544'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TH0544'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0520 ***********************************************************************
 TH0520  DESIGNATION -  F 547
 TH0520  PID         -  TH0520
 TH0520  STATE/COUNTY-  MT/SHERIDAN
 TH0520  USGS QUAD   -  RESERVE (1988)
 TH0520
 TH0520                         *CURRENT SURVEY CONTROL
 TH0520  ___________________________________________________________________
 TH0520* NAD 83(1986)-  48 35 33.     (N)    104 26 54.     (W)     SCALED    
 TH0520* NAVD 88     -       601.490  (meters)    1973.39   (feet)  ADJUSTED  
 TH0520  ___________________________________________________________________
 TH0520  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TH0520  DYNAMIC HT  -         601.590 (meters)    1973.72  (feet)  COMP
 TH0520  MODELED GRAV-     980,757.5   (mgal)                       NAVD 88
 TH0520
 TH0520  VERT ORDER  -  FIRST     CLASS II
 TH0520
 TH0520.The horizontal coordinates were scaled from a topographic map and have
 TH0520.an estimated accuracy of +/- 6 seconds.
 TH0520
 TH0520.The orthometric height was determined by differential leveling
 TH0520.and adjusted by the National Geodetic Survey in June 1991..
 TH0520
 TH0520.The geoid height was determined by GEOID03.
 TH0520
 TH0520.The dynamic height is computed by dividing the NAVD 88
 TH0520.geopotential number by the normal gravity value computed on the
 TH0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0520.degrees latitude (g = 980.6199 gals.).
 TH0520
 TH0520.The modeled gravity was interpolated from observed gravity values.
 TH0520
 TH0520;                    North         East    Units  Estimated Accuracy
 TH0520;SPC MT       -   494,570.      972,300.      MT  (+/- 180 meters Scaled)
 TH0520
 TH0520                          SUPERSEDED SURVEY CONTROL
 TH0520
 TH0520.No superseded survey control is available for this station.
 TH0520
 TH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP406823(NAD 83)
 TH0520_MARKER: I = METAL ROD
 TH0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0520_SP_SET: STAINLESS STEEL ROD
 TH0520_STAMPING: F 547 1981
 TH0520_MARK LOGO: NGS   
 TH0520_PROJECTION: FLUSH
 TH0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0520_ROD/PIPE-DEPTH: 12.2 meters
 TH0520
 TH0520  HISTORY     - Date     Condition        Report By
 TH0520  HISTORY     - 1981     MONUMENTED       NGS
 TH0520
 TH0520                          STATION DESCRIPTION
 TH0520
 TH0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0520'12.2 KM (7.55 MI) NORTH FROM MEDICINE LAKE.
 TH0520'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0520'MEDICINE LAKE, THENCE 11.6 KM (7.2 MI) NORTHERLY ALONG STATE
 TH0520'HIGHWAY 16, ACROSS THE HIGHWAY FROM CENEX RESERVE OIL FIELD STORAGE
 TH0520'TANKS, 23.8 METERS (78.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 TH0520'20.9 METERS (68.5 FT) NORTHWEST OF MILE POST 57, AND 0.3 METER
 TH0520'(1.0 FT) EAST OF A WIRE FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 TH0520'THROUGH A 5-INCH LOGO CAP.
 TH0520'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 TH0520'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0495 ***********************************************************************
 TH0495  DESIGNATION -  F 548
 TH0495  PID         -  TH0495
 TH0495  STATE/COUNTY-  MT/SHERIDAN
 TH0495  USGS QUAD   -  RAYMOND (1983)
 TH0495
 TH0495                         *CURRENT SURVEY CONTROL
 TH0495  ___________________________________________________________________
 TH0495* NAD 83(1986)-  48 56 19.     (N)    104 34 29.     (W)     SCALED    
 TH0495* NAVD 88     -       747.246  (meters)    2451.59   (feet)  ADJUSTED  
 TH0495  ___________________________________________________________________
 TH0495  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TH0495  DYNAMIC HT  -         747.374 (meters)    2452.01  (feet)  COMP
 TH0495  MODELED GRAV-     980,756.8   (mgal)                       NAVD 88
 TH0495
 TH0495  VERT ORDER  -  FIRST     CLASS II
 TH0495
 TH0495.The horizontal coordinates were scaled from a topographic map and have
 TH0495.an estimated accuracy of +/- 6 seconds.
 TH0495
 TH0495.The orthometric height was determined by differential leveling
 TH0495.and adjusted by the National Geodetic Survey in June 1991..
 TH0495
 TH0495.The geoid height was determined by GEOID03.
 TH0495
 TH0495.The dynamic height is computed by dividing the NAVD 88
 TH0495.geopotential number by the normal gravity value computed on the
 TH0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0495.degrees latitude (g = 980.6199 gals.).
 TH0495
 TH0495.The modeled gravity was interpolated from observed gravity values.
 TH0495
 TH0495;                    North         East    Units  Estimated Accuracy
 TH0495;SPC MT       -   532,380.      960,580.      MT  (+/- 180 meters Scaled)
 TH0495
 TH0495                          SUPERSEDED SURVEY CONTROL
 TH0495
 TH0495.No superseded survey control is available for this station.
 TH0495
 TH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ311207(NAD 83)
 TH0495_MARKER: I = METAL ROD
 TH0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0495_SP_SET: STAINLESS STEEL ROD
 TH0495_STAMPING: F 548 1981
 TH0495_MARK LOGO: NGS   
 TH0495_PROJECTION: FLUSH
 TH0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0495_ROD/PIPE-DEPTH: 4.9  meters
 TH0495
 TH0495  HISTORY     - Date     Condition        Report By
 TH0495  HISTORY     - 1981     MONUMENTED       NGS
 TH0495
 TH0495                          STATION DESCRIPTION
 TH0495
 TH0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0495'6.7 KM (4.15 MI) SOUTH FROM REGWAY.
 TH0495'6.7 KM (4.15 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE UNITED
 TH0495'STATES-CANADIAN BORDER AT REGWAY, AT A GRAVELED CROSSROAD, 20.9 METERS
 TH0495'(68.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.0 FT)
 TH0495'SOUTH OF THE CENTER OF THE ROAD, 3.5 METERS (11.5 FT) SOUTH OF A
 TH0495'FENCE CORNER, AND 0.3 METER (1.0 FT) EAST OF A WIRE FENCE.
 TH0495'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0495'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TH0495'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0569 ***********************************************************************
 TH0569  DESIGNATION -  F 549
 TH0569  PID         -  TH0569
 TH0569  STATE/COUNTY-  MT/ROOSEVELT
 TH0569  USGS QUAD   -  RED BANK CREEK (1989)
 TH0569
 TH0569                         *CURRENT SURVEY CONTROL
 TH0569  ___________________________________________________________________
 TH0569* NAD 83(1986)-  48 08 34.     (N)    104 05 36.     (W)     SCALED    
 TH0569* NAVD 88     -       610.635  (meters)    2003.39   (feet)  ADJUSTED  
 TH0569  ___________________________________________________________________
 TH0569  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TH0569  DYNAMIC HT  -         610.705 (meters)    2003.62  (feet)  COMP
 TH0569  MODELED GRAV-     980,706.1   (mgal)                       NAVD 88
 TH0569
 TH0569  VERT ORDER  -  FIRST     CLASS II
 TH0569
 TH0569.The horizontal coordinates were scaled from a topographic map and have
 TH0569.an estimated accuracy of +/- 6 seconds.
 TH0569
 TH0569.The orthometric height was determined by differential leveling
 TH0569.and adjusted by the National Geodetic Survey in June 1991..
 TH0569
 TH0569.The geoid height was determined by GEOID03.
 TH0569
 TH0569.The dynamic height is computed by dividing the NAVD 88
 TH0569.geopotential number by the normal gravity value computed on the
 TH0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0569.degrees latitude (g = 980.6199 gals.).
 TH0569
 TH0569.The modeled gravity was interpolated from observed gravity values.
 TH0569
 TH0569;                    North         East    Units  Estimated Accuracy
 TH0569;SPC MT       -   446,440.    1,001,880.      MT  (+/- 180 meters Scaled)
 TH0569
 TH0569                          SUPERSEDED SURVEY CONTROL
 TH0569
 TH0569.No superseded survey control is available for this station.
 TH0569
 TH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP674325(NAD 83)
 TH0569_MARKER: I = METAL ROD
 TH0569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0569_SP_SET: STAINLESS STEEL ROD
 TH0569_STAMPING: F 549 1981
 TH0569_MARK LOGO: NGS   
 TH0569_PROJECTION: FLUSH
 TH0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0569_ROD/PIPE-DEPTH: 6.1  meters
 TH0569
 TH0569  HISTORY     - Date     Condition        Report By
 TH0569  HISTORY     - 1981     MONUMENTED       NGS
 TH0569
 TH0569                          STATION DESCRIPTION
 TH0569
 TH0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0569'27.6 KM (17.15 MI) WEST FROM WILLISTON.
 TH0569'27.6 KM (17.15 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0569'WITH U.S. HIGHWAY 85 IN WILLISTON, 23.8 METERS (78.0 FT) SOUTH OF THE
 TH0569'CENTERLINE OF THE HIGHWAY, 13.7 METERS (45.0 FT) WEST OF THE CENTER OF
 TH0569'A DIRT ROAD LEADING SOUTH, 2.0 METERS (6.5 FT) WEST OF A FENCE CORNER,
 TH0569'AND 0.3 METER (1.0 FT) NORTH OF A WIRE FENCE.  NOTE=ACCESS TO THE
 TH0569'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0569'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TH0569'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0011 ***********************************************************************
 SU0011  DESIGNATION -  F 55
 SU0011  PID         -  SU0011
 SU0011  STATE/COUNTY-  MT/LAKE
 SU0011  USGS QUAD   -  ELMO (1964)
 SU0011
 SU0011                         *CURRENT SURVEY CONTROL
 SU0011  ___________________________________________________________________
 SU0011* NAD 83(1986)-  47 48 04.     (N)    114 18 44.     (W)     SCALED    
 SU0011* NAVD 88     -       894.778  (meters)    2935.62   (feet)  ADJUSTED  
 SU0011  ___________________________________________________________________
 SU0011  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SU0011  DYNAMIC HT  -         894.763 (meters)    2935.57  (feet)  COMP
 SU0011  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 SU0011
 SU0011  VERT ORDER  -  FIRST     CLASS II
 SU0011
 SU0011.The horizontal coordinates were scaled from a topographic map and have
 SU0011.an estimated accuracy of +/- 6 seconds.
 SU0011
 SU0011.The orthometric height was determined by differential leveling
 SU0011.and adjusted by the National Geodetic Survey in June 1991..
 SU0011
 SU0011.The geoid height was determined by GEOID03.
 SU0011
 SU0011.The dynamic height is computed by dividing the NAVD 88
 SU0011.geopotential number by the normal gravity value computed on the
 SU0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0011.degrees latitude (g = 980.6199 gals.).
 SU0011
 SU0011.The modeled gravity was interpolated from observed gravity values.
 SU0011
 SU0011;                    North         East    Units  Estimated Accuracy
 SU0011;SPC MT       -   405,660.      239,920.      MT  (+/- 180 meters Scaled)
 SU0011
 SU0011                          SUPERSEDED SURVEY CONTROL
 SU0011
 SU0011  NGVD 29 (??/??/92)  893.686  (m)         2932.03   (f) ADJ UNCH    1 2
 SU0011
 SU0011.Superseded values are not recommended for survey control.
 SU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0011.See file dsdata.txt to determine how the superseded data were derived.
 SU0011
 SU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN012976(NAD 83)
 SU0011_MARKER: DB = BENCH MARK DISK
 SU0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0011_STAMPING: F 55 1933
 SU0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0011+STABILITY: SURFACE MOTION
 SU0011
 SU0011  HISTORY     - Date     Condition        Report By
 SU0011  HISTORY     - 1933     MONUMENTED       CGS
 SU0011  HISTORY     - 1934     GOOD             NGS
 SU0011  HISTORY     - 1979     MARK NOT FOUND   NGS
 SU0011
 SU0011                          STATION DESCRIPTION
 SU0011
 SU0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SU0011'1.1 MI NW FROM BIG ARM.
 SU0011'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT BIG
 SU0011'ARM, LAKE COUNTY, AT THE ENTRANCE TO THE CLIFFORD MCBROOM PLACE IN
 SU0011'1933, 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF
 SU0011'THE GATE, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 SU0011'STAMPED F 55 1933 AND SET IN THE TOP OF A CONCRETE POST.
 SU0011
 SU0011                          STATION RECOVERY (1979)
 SU0011
 SU0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0011'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0274 ***********************************************************************
 SP0274  DESIGNATION -  F 550
 SP0274  PID         -  SP0274
 SP0274  STATE/COUNTY-  MT/DAWSON
 SP0274  USGS QUAD   -  SAVAGE SW (1966)
 SP0274
 SP0274                         *CURRENT SURVEY CONTROL
 SP0274  ___________________________________________________________________
 SP0274* NAD 83(1986)-  47 20 46.     (N)    104 27 53.     (W)     SCALED    
 SP0274* NAVD 88     -       620.416  (meters)    2035.48   (feet)  ADJUSTED  
 SP0274  ___________________________________________________________________
 SP0274  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SP0274  DYNAMIC HT  -         620.456 (meters)    2035.61  (feet)  COMP
 SP0274  MODELED GRAV-     980,656.4   (mgal)                       NAVD 88
 SP0274
 SP0274  VERT ORDER  -  FIRST     CLASS II
 SP0274
 SP0274.The horizontal coordinates were scaled from a topographic map and have
 SP0274.an estimated accuracy of +/- 6 seconds.
 SP0274
 SP0274.The orthometric height was determined by differential leveling
 SP0274.and adjusted by the National Geodetic Survey in June 1991..
 SP0274
 SP0274.The geoid height was determined by GEOID03.
 SP0274
 SP0274.The dynamic height is computed by dividing the NAVD 88
 SP0274.geopotential number by the normal gravity value computed on the
 SP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0274.degrees latitude (g = 980.6199 gals.).
 SP0274
 SP0274.The modeled gravity was interpolated from observed gravity values.
 SP0274
 SP0274;                    North         East    Units  Estimated Accuracy
 SP0274;SPC MT       -   356,250.      980,000.      MT  (+/- 180 meters Scaled)
 SP0274
 SP0274                          SUPERSEDED SURVEY CONTROL
 SP0274
 SP0274.No superseded survey control is available for this station.
 SP0274
 SP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN404437(NAD 83)
 SP0274_MARKER: I = METAL ROD
 SP0274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0274_SP_SET: STAINLESS STEEL ROD
 SP0274_STAMPING: F 550 1981
 SP0274_MARK LOGO: NGS   
 SP0274_PROJECTION: FLUSH
 SP0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0274_ROD/PIPE-DEPTH: 4.3  meters
 SP0274
 SP0274  HISTORY     - Date     Condition        Report By
 SP0274  HISTORY     - 1981     MONUMENTED       NGS
 SP0274
 SP0274                          STATION DESCRIPTION
 SP0274
 SP0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0274'15.9 KM (9.85 MI) SW FROM SAVAGE.
 SP0274'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0274'SAVAGE, THENCE 15.5 KM (9.6 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 16,
 SP0274'24.1 METERS (29.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.4
 SP0274'METERS (44.0 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING
 SP0274'SOUTHEAST, 3.8 METERS (12.5 FT) SOUTHWEST OF A FENCE CORNER, AND 0.3
 SP0274'METER (1.0 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT
 SP0274'IS THROUGH A 5-INCH LOGO CAP.
 SP0274'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 SP0274'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0387 ***********************************************************************
 RT0387  DESIGNATION -  F 551
 RT0387  PID         -  RT0387
 RT0387  STATE/COUNTY-  MT/PRAIRIE
 RT0387  USGS QUAD   -  FALLON SW (1983)
 RT0387
 RT0387                         *CURRENT SURVEY CONTROL
 RT0387  ___________________________________________________________________
 RT0387* NAD 83(1986)-  46 49 55.     (N)    105 08 19.     (W)     SCALED    
 RT0387* NAVD 88     -       671.923  (meters)    2204.47   (feet)  ADJUSTED  
 RT0387  ___________________________________________________________________
 RT0387  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 RT0387  DYNAMIC HT  -         671.914 (meters)    2204.44  (feet)  COMP
 RT0387  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 RT0387
 RT0387  VERT ORDER  -  FIRST     CLASS II
 RT0387
 RT0387.The horizontal coordinates were scaled from a topographic map and have
 RT0387.an estimated accuracy of +/- 6 seconds.
 RT0387
 RT0387.The orthometric height was determined by differential leveling
 RT0387.and adjusted by the National Geodetic Survey in June 1991..
 RT0387
 RT0387.The geoid height was determined by GEOID03.
 RT0387
 RT0387.The dynamic height is computed by dividing the NAVD 88
 RT0387.geopotential number by the normal gravity value computed on the
 RT0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0387.degrees latitude (g = 980.6199 gals.).
 RT0387
 RT0387.The modeled gravity was interpolated from observed gravity values.
 RT0387
 RT0387;                    North         East    Units  Estimated Accuracy
 RT0387;SPC MT       -   296,160.      932,380.      MT  (+/- 180 meters Scaled)
 RT0387
 RT0387                          SUPERSEDED SURVEY CONTROL
 RT0387
 RT0387.No superseded survey control is available for this station.
 RT0387
 RT0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM894864(NAD 83)
 RT0387_MARKER: DB = BENCH MARK DISK
 RT0387_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RT0387_SP_SET: PIER
 RT0387_STAMPING: F 551 1981
 RT0387_MARK LOGO: NGS   
 RT0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0387+STABILITY: POSITION/ELEVATION WELL
 RT0387
 RT0387  HISTORY     - Date     Condition        Report By
 RT0387  HISTORY     - 1981     MONUMENTED       NGS
 RT0387
 RT0387                          STATION DESCRIPTION
 RT0387
 RT0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0387'IN FALLON.
 RT0387'AT THE JUNCTION OF INTERSTATE HIGHWAY 94 OVERPASS AND THE BURLINGTON
 RT0387'NORTHERN RAILROAD IN FALLON, SET VERTICALLY IN THE NORTH FACE OF THE
 RT0387'MOST EASTERLY 1 OF 3 PIERS OF THE OVERPASS OVER THE EAST BOUND LANES
 RT0387'OF THE HIGHWAY, 7.6 METERS (25.0 FT) SOUTH OF THE NEAR RAIL.
 RT0387'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0363 ***********************************************************************
 RT0363  DESIGNATION -  F 552
 RT0363  PID         -  RT0363
 RT0363  STATE/COUNTY-  MT/CUSTER
 RT0363  USGS QUAD   -  MILES CITY (1980)
 RT0363
 RT0363                         *CURRENT SURVEY CONTROL
 RT0363  ___________________________________________________________________
 RT0363* NAD 83(1986)-  46 24 31.     (N)    105 50 26.     (W)     SCALED    
 RT0363* NAVD 88     -       719.719  (meters)    2361.28   (feet)  ADJUSTED  
 RT0363  ___________________________________________________________________
 RT0363  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RT0363  DYNAMIC HT  -         719.671 (meters)    2361.12  (feet)  COMP
 RT0363  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 RT0363
 RT0363  VERT ORDER  -  FIRST     CLASS II
 RT0363
 RT0363.The horizontal coordinates were scaled from a topographic map and have
 RT0363.an estimated accuracy of +/- 6 seconds.
 RT0363
 RT0363.The orthometric height was determined by differential leveling
 RT0363.and adjusted by the National Geodetic Survey in June 1991..
 RT0363
 RT0363.The geoid height was determined by GEOID03.
 RT0363
 RT0363.The dynamic height is computed by dividing the NAVD 88
 RT0363.geopotential number by the normal gravity value computed on the
 RT0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0363.degrees latitude (g = 980.6199 gals.).
 RT0363
 RT0363.The modeled gravity was interpolated from observed gravity values.
 RT0363
 RT0363;                    North         East    Units  Estimated Accuracy
 RT0363;SPC MT       -   246,440.      881,120.      MT  (+/- 180 meters Scaled)
 RT0363
 RT0363                          SUPERSEDED SURVEY CONTROL
 RT0363
 RT0363.No superseded survey control is available for this station.
 RT0363
 RT0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM353397(NAD 83)
 RT0363_MARKER: I = METAL ROD
 RT0363_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RT0363_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RT0363_STAMPING: F 552 1981
 RT0363_MARK LOGO: NGS   
 RT0363_PROJECTION: FLUSH
 RT0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0363+STABILITY: POSITION/ELEVATION WELL
 RT0363_ROD/PIPE-DEPTH: 12.8 meters
 RT0363_SLEEVE-DEPTH  : 12.2 meters
 RT0363
 RT0363  HISTORY     - Date     Condition        Report By
 RT0363  HISTORY     - 1981     MONUMENTED       NGS
 RT0363  HISTORY     - 1985     GOOD             NGS
 RT0363
 RT0363                          STATION DESCRIPTION
 RT0363
 RT0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0363'0.9 KM (0.55 MI) NE FROM MILES CITY.
 RT0363'0.9 KM (0.55 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0363'FROM THE RAILROAD STATION IN MILES CITY, 0.1 KM (0.05 MI) NORTHEAST OF
 RT0363'THE MAIN STREET UNDERPASS, 27.7 METERS (91.0 FT) NORTHWEST OF THE
 RT0363'CENTERLINE OF U.S. HIGHWAY 10, 13.9 METERS (45.5 FT) SOUTHEAST OF THE
 RT0363'NEAR RAIL AND 5.6 METERS (18.3 FT) NORTHEAST OF A UTILITY POLE.
 RT0363'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RT0363'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RT0363'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 RT0363
 RT0363                          STATION RECOVERY (1985)
 RT0363
 RT0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RT0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0400 ***********************************************************************
 QW0400  DESIGNATION -  F 553
 QW0400  PID         -  QW0400
 QW0400  STATE/COUNTY-  MT/YELLOWSTONE
 QW0400  USGS QUAD   -  BILLINGS WEST (1975)
 QW0400
 QW0400                         *CURRENT SURVEY CONTROL
 QW0400  ___________________________________________________________________
 QW0400* NAD 83(1986)-  45 47 57.     (N)    108 31 15.     (W)     SCALED    
 QW0400* NAVD 88     -      1008.992  (meters)    3310.33   (feet)  ADJUSTED  
 QW0400  ___________________________________________________________________
 QW0400  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 QW0400  DYNAMIC HT  -        1008.775 (meters)    3309.62  (feet)  COMP
 QW0400  MODELED GRAV-     980,366.0   (mgal)                       NAVD 88
 QW0400
 QW0400  VERT ORDER  -  FIRST     CLASS II
 QW0400
 QW0400.The horizontal coordinates were scaled from a topographic map and have
 QW0400.an estimated accuracy of +/- 6 seconds.
 QW0400
 QW0400.The orthometric height was determined by differential leveling
 QW0400.and adjusted by the National Geodetic Survey in June 1991..
 QW0400
 QW0400.The geoid height was determined by GEOID03.
 QW0400
 QW0400.The dynamic height is computed by dividing the NAVD 88
 QW0400.geopotential number by the normal gravity value computed on the
 QW0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0400.degrees latitude (g = 980.6199 gals.).
 QW0400
 QW0400.The modeled gravity was interpolated from observed gravity values.
 QW0400
 QW0400;                    North         East    Units  Estimated Accuracy
 QW0400;SPC MT       -   172,640.      676,090.      MT  (+/- 180 meters Scaled)
 QW0400
 QW0400                          SUPERSEDED SURVEY CONTROL
 QW0400
 QW0400.No superseded survey control is available for this station.
 QW0400
 QW0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR926747(NAD 83)
 QW0400_MARKER: DB = BENCH MARK DISK
 QW0400_SETTING: 66 = SET IN ROCK OUTCROP
 QW0400_SP_SET: ROCK OUTCROP
 QW0400_STAMPING: F 553 1981
 QW0400_MARK LOGO: NGS   
 QW0400_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0400+STABILITY: POSITION/ELEVATION WELL
 QW0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QW0400+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 QW0400
 QW0400  HISTORY     - Date     Condition        Report By
 QW0400  HISTORY     - 1981     MONUMENTED       NGS
 QW0400  HISTORY     - 19950327 GOOD             CGS
 QW0400
 QW0400                          STATION DESCRIPTION
 QW0400
 QW0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0400'2.0 KM (1.25 MI) NW FROM BILLINGS.
 QW0400'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0400'FROM THE STATION IN BILLINGS, THENCE 2.0 KM (1.25 MI) NORTHWEST ALONG
 QW0400'27TH STREET, 0.4 KM (0.25 MI) NORTHWEST OF THE BILLINGS BENCH WATER
 QW0400'ASSOCIATION CANAL CROSSING, IN THE CENTER OF A 4 BY 66 FT EXPOSED AREA
 QW0400'OF OUTCROPPING BEDROCK, 18.9 METERS (62.0 FT) NORTHEAST OF THE
 QW0400'CENTERLINE OF THE STREET, AND 1.8 METERS (6.0 FT) SOUTHWEST OF THE
 QW0400'SOUTHWEST LEG OF A BILLBOARD.
 QW0400'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 QW0400'THE MARK IS 1.8 M ABOVE THE STREET.
 QW0400
 QW0400                          STATION RECOVERY (1995)
 QW0400
 QW0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995 (RPB)
 QW0400'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0418 ***********************************************************************
 RU0418  DESIGNATION -  F 554
 RU0418  PID         -  RU0418
 RU0418  STATE/COUNTY-  MT/YELLOWSTONE
 RU0418  USGS QUAD   -  CUSTER (1980)
 RU0418
 RU0418                         *CURRENT SURVEY CONTROL
 RU0418  ___________________________________________________________________
 RU0418* NAD 83(1986)-  46 07 59.     (N)    107 32 19.     (W)     SCALED    
 RU0418* NAVD 88     -       831.898  (meters)    2729.32   (feet)  ADJUSTED  
 RU0418  ___________________________________________________________________
 RU0418  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 RU0418  DYNAMIC HT  -         831.785 (meters)    2728.95  (feet)  COMP
 RU0418  MODELED GRAV-     980,451.3   (mgal)                       NAVD 88
 RU0418
 RU0418  VERT ORDER  -  FIRST     CLASS II
 RU0418
 RU0418.The horizontal coordinates were scaled from a topographic map and have
 RU0418.an estimated accuracy of +/- 6 seconds.
 RU0418
 RU0418.The orthometric height was determined by differential leveling
 RU0418.and adjusted by the National Geodetic Survey in June 1991..
 RU0418
 RU0418.The geoid height was determined by GEOID03.
 RU0418
 RU0418.The dynamic height is computed by dividing the NAVD 88
 RU0418.geopotential number by the normal gravity value computed on the
 RU0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0418.degrees latitude (g = 980.6199 gals.).
 RU0418
 RU0418.The modeled gravity was interpolated from observed gravity values.
 RU0418
 RU0418;                    North         East    Units  Estimated Accuracy
 RU0418;SPC MT       -   211,160.      751,480.      MT  (+/- 180 meters Scaled)
 RU0418
 RU0418                          SUPERSEDED SURVEY CONTROL
 RU0418
 RU0418.No superseded survey control is available for this station.
 RU0418
 RU0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM039119(NAD 83)
 RU0418_MARKER: I = METAL ROD
 RU0418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0418_SP_SET: STAINLESS STEEL ROD
 RU0418_STAMPING: F 554 1981
 RU0418_MARK LOGO: NGS   
 RU0418_PROJECTION: FLUSH
 RU0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0418_ROD/PIPE-DEPTH: 8.5  meters
 RU0418
 RU0418  HISTORY     - Date     Condition        Report By
 RU0418  HISTORY     - 1981     MONUMENTED       NGS
 RU0418
 RU0418                          STATION DESCRIPTION
 RU0418
 RU0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0418'1.8 KM (1.05 MI) NE FROM CUSTER.
 RU0418'0.2 KM (0.1 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0418'FROM THE RAILROAD STATION IN CUSTER, THENCE 0.2 KM (0.1 MI) SOUTH
 RU0418'ALONG A PAVED ROAD, THENCE 1.4 KM (0.85 MI) NORTHEASTERLY ALONG
 RU0418'INTERSTATE HIGHWAY 94, 107.0 METERS (351.0 FT) EAST OF MILE POST 48,
 RU0418'29.9 METERS (98.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST
 RU0418'BOUND LANES OF THE HIGHWAY, 22.1 METERS (72.6 FT) WEST OF A FENCE
 RU0418'CORNER, AND 3.6 METERS (11.8 FT) NORTHEAST OF A UTILITY POLE WITH A
 RU0418'GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RU0418'CAP.
 RU0418'THE MARK IS 0.4 METERS  NNW FROM  A WITNESS POST AND FENCE
 RU0418'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0442 ***********************************************************************
 RU0442  DESIGNATION -  F 555
 RU0442  PID         -  RU0442
 RU0442  STATE/COUNTY-  MT/TREASURE
 RU0442  USGS QUAD   -  HYSHAM (1983)
 RU0442
 RU0442                         *CURRENT SURVEY CONTROL
 RU0442  ___________________________________________________________________
 RU0442* NAD 83(1986)-  46 16 12.     (N)    107 13 35.     (W)     SCALED    
 RU0442* NAVD 88     -       824.233  (meters)    2704.17   (feet)  ADJUSTED  
 RU0442  ___________________________________________________________________
 RU0442  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 RU0442  DYNAMIC HT  -         824.137 (meters)    2703.86  (feet)  COMP
 RU0442  MODELED GRAV-     980,470.8   (mgal)                       NAVD 88
 RU0442
 RU0442  VERT ORDER  -  FIRST     CLASS II
 RU0442
 RU0442.The horizontal coordinates were scaled from a topographic map and have
 RU0442.an estimated accuracy of +/- 6 seconds.
 RU0442
 RU0442.The orthometric height was determined by differential leveling
 RU0442.and adjusted by the National Geodetic Survey in June 1991..
 RU0442
 RU0442.The geoid height was determined by GEOID03.
 RU0442
 RU0442.The dynamic height is computed by dividing the NAVD 88
 RU0442.geopotential number by the normal gravity value computed on the
 RU0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0442.degrees latitude (g = 980.6199 gals.).
 RU0442
 RU0442.The modeled gravity was interpolated from observed gravity values.
 RU0442
 RU0442;                    North         East    Units  Estimated Accuracy
 RU0442;SPC MT       -   227,020.      775,150.      MT  (+/- 180 meters Scaled)
 RU0442
 RU0442                          SUPERSEDED SURVEY CONTROL
 RU0442
 RU0442.No superseded survey control is available for this station.
 RU0442
 RU0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM284264(NAD 83)
 RU0442_MARKER: I = METAL ROD
 RU0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0442_SP_SET: STAINLESS STEEL ROD
 RU0442_STAMPING: F 555 1981
 RU0442_MARK LOGO: NGS   
 RU0442_PROJECTION: FLUSH
 RU0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0442_ROD/PIPE-DEPTH: 14.6 meters
 RU0442
 RU0442  HISTORY     - Date     Condition        Report By
 RU0442  HISTORY     - 1981     MONUMENTED       NGS
 RU0442
 RU0442                          STATION DESCRIPTION
 RU0442
 RU0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0442'3.5 KM (2.2 MI) SOUTH FROM HYSHAM.
 RU0442'1.0 KM (0.6 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0442'THE RAILROAD STATION IN HYSHAM, THENCE 2.6 KM (1.6 MI) SOUTH ALONG A
 RU0442'PAVED ROAD, 23.9 METERS (78.5 FT) WEST OF THE CENTERLINE OF THE
 RU0442'HIGHWAY, 11.3 METERS (37.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 RU0442'LEADING WEST, 6.8 METERS (22.3 FT) SOUTH OF THE CENTER OF A FIELD
 RU0442'ENTRANCE ROAD, AND 2.7 METERS (9.0 FT) NORTH OF A FENCE CORNER.
 RU0442'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0442'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 RU0442'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0468 ***********************************************************************
 RU0468  DESIGNATION -  F 556
 RU0468  PID         -  RU0468
 RU0468  STATE/COUNTY-  MT/ROSEBUD
 RU0468  USGS QUAD   -  THURLOW (1984)
 RU0468
 RU0468                         *CURRENT SURVEY CONTROL
 RU0468  ___________________________________________________________________
 RU0468* NAD 83(1986)-  46 15 49.     (N)    106 20 29.     (W)     SCALED    
 RU0468* NAVD 88     -       813.064  (meters)    2667.53   (feet)  ADJUSTED  
 RU0468  ___________________________________________________________________
 RU0468  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RU0468  DYNAMIC HT  -         812.988 (meters)    2667.28  (feet)  COMP
 RU0468  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 RU0468
 RU0468  VERT ORDER  -  FIRST     CLASS II
 RU0468
 RU0468.The horizontal coordinates were scaled from a topographic map and have
 RU0468.an estimated accuracy of +/- 6 seconds.
 RU0468
 RU0468.The orthometric height was determined by differential leveling
 RU0468.and adjusted by the National Geodetic Survey in June 1991..
 RU0468
 RU0468.The geoid height was determined by GEOID03.
 RU0468
 RU0468.The dynamic height is computed by dividing the NAVD 88
 RU0468.geopotential number by the normal gravity value computed on the
 RU0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0468.degrees latitude (g = 980.6199 gals.).
 RU0468
 RU0468.The modeled gravity was interpolated from observed gravity values.
 RU0468
 RU0468;                    North         East    Units  Estimated Accuracy
 RU0468;SPC MT       -   228,670.      843,320.      MT  (+/- 180 meters Scaled)
 RU0468
 RU0468                          SUPERSEDED SURVEY CONTROL
 RU0468
 RU0468.No superseded survey control is available for this station.
 RU0468
 RU0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM966242(NAD 83)
 RU0468_MARKER: I = METAL ROD
 RU0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0468_SP_SET: STAINLESS STEEL ROD
 RU0468_STAMPING: F 556 1981
 RU0468_MARK LOGO: NGS   
 RU0468_PROJECTION: FLUSH
 RU0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0468_ROD/PIPE-DEPTH: 5.5  meters
 RU0468
 RU0468  HISTORY     - Date     Condition        Report By
 RU0468  HISTORY     - 1981     MONUMENTED       NGS
 RU0468
 RU0468                          STATION DESCRIPTION
 RU0468
 RU0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0468'8.8 KM (5.45 MI) EAST FROM ROSEBUD.
 RU0468'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0468'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 2.1
 RU0468'KM (1.3 MI) SOUTHEAST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0468'ROAD), THENCE 6.4 KM (3.95 MI) EAST ALONG OLD U.S. HIGHWAYS 10 AND 12
 RU0468'(FRONTAGE ROAD), 0.4 (0.25 MI) EAST OF MILE POST 584, 21.3 METERS
 RU0468'(70.0 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 10.8
 RU0468'METERS (35.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.0
 RU0468'METERS (32.8 FT) SOUTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 RU0468'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0468'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 RU0468'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0403 ***********************************************************************
 RT0403  DESIGNATION -  F 557
 RT0403  PID         -  RT0403
 RT0403  STATE/COUNTY-  MT/CUSTER
 RT0403  USGS QUAD   -  MILES CITY (1980)
 RT0403
 RT0403                         *CURRENT SURVEY CONTROL
 RT0403  ___________________________________________________________________
 RT0403* NAD 83(1986)-  46 25 11.     (N)    105 51 31.     (W)     SCALED    
 RT0403* NAVD 88     -       721.803  (meters)    2368.12   (feet)  ADJUSTED  
 RT0403  ___________________________________________________________________
 RT0403  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RT0403  DYNAMIC HT  -         721.755 (meters)    2367.96  (feet)  COMP
 RT0403  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 RT0403
 RT0403  VERT ORDER  -  FIRST     CLASS II
 RT0403
 RT0403.The horizontal coordinates were scaled from a topographic map and have
 RT0403.an estimated accuracy of +/- 6 seconds.
 RT0403
 RT0403.The orthometric height was determined by differential leveling
 RT0403.and adjusted by the National Geodetic Survey in June 1991..
 RT0403
 RT0403.The geoid height was determined by GEOID03.
 RT0403
 RT0403.The dynamic height is computed by dividing the NAVD 88
 RT0403.geopotential number by the normal gravity value computed on the
 RT0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0403.degrees latitude (g = 980.6199 gals.).
 RT0403
 RT0403.The modeled gravity was interpolated from observed gravity values.
 RT0403
 RT0403;                    North         East    Units  Estimated Accuracy
 RT0403;SPC MT       -   247,610.      879,680.      MT  (+/- 180 meters Scaled)
 RT0403
 RT0403                          SUPERSEDED SURVEY CONTROL
 RT0403
 RT0403.No superseded survey control is available for this station.
 RT0403
 RT0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM340410(NAD 83)
 RT0403_MARKER: DB = BENCH MARK DISK
 RT0403_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RT0403_SP_SET: ABUTMENT
 RT0403_STAMPING: F 557 1981
 RT0403_MARK LOGO: NGS   
 RT0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0403
 RT0403  HISTORY     - Date     Condition        Report By
 RT0403  HISTORY     - 1981     MONUMENTED       NGS
 RT0403
 RT0403                          STATION DESCRIPTION
 RT0403
 RT0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0403'IN MILES CITY.
 RT0403'IN MILES CITY, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 RT0403'OF THE 7TH STREET BRIDGE OVER THE YELLOWSTONE RIVER, AND 4.5 METERS
 RT0403'(14.7 FT) NORTHEAST OF THE CENTERLINE OF THE STREET.
 RT0403'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0481 ***********************************************************************
 QX0481  DESIGNATION -  F 558
 QX0481  PID         -  QX0481
 QX0481  STATE/COUNTY-  MT/BROADWATER
 QX0481  USGS QUAD   -  THREE FORKS (1987)
 QX0481
 QX0481                         *CURRENT SURVEY CONTROL
 QX0481  ___________________________________________________________________
 QX0481* NAD 83(1986)-  45 55 07.     (N)    111 35 50.     (W)     SCALED    
 QX0481* NAVD 88     -      1285.959  (meters)    4219.02   (feet)  ADJUSTED  
 QX0481  ___________________________________________________________________
 QX0481  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 QX0481  DYNAMIC HT  -        1285.603 (meters)    4217.85  (feet)  COMP
 QX0481  MODELED GRAV-     980,293.4   (mgal)                       NAVD 88
 QX0481
 QX0481  VERT ORDER  -  FIRST     CLASS II
 QX0481
 QX0481.The horizontal coordinates were scaled from a topographic map and have
 QX0481.an estimated accuracy of +/- 6 seconds.
 QX0481
 QX0481.The orthometric height was determined by differential leveling
 QX0481.and adjusted by the National Geodetic Survey in June 1991..
 QX0481
 QX0481.The geoid height was determined by GEOID03.
 QX0481
 QX0481.The dynamic height is computed by dividing the NAVD 88
 QX0481.geopotential number by the normal gravity value computed on the
 QX0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0481.degrees latitude (g = 980.6199 gals.).
 QX0481
 QX0481.The modeled gravity was interpolated from observed gravity values.
 QX0481
 QX0481;                    North         East    Units  Estimated Accuracy
 QX0481;SPC MT       -   187,610.      437,390.      MT  (+/- 180 meters Scaled)
 QX0481
 QX0481                          SUPERSEDED SURVEY CONTROL
 QX0481
 QX0481.No superseded survey control is available for this station.
 QX0481
 QX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR536851(NAD 83)
 QX0481_MARKER: DB = BENCH MARK DISK
 QX0481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0481_SP_SET: PIER
 QX0481_STAMPING: F 558 1982
 QX0481_MARK LOGO: NGS   
 QX0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0481+STABILITY: POSITION/ELEVATION WELL
 QX0481
 QX0481  HISTORY     - Date     Condition        Report By
 QX0481  HISTORY     - 1982     MONUMENTED       NGS
 QX0481
 QX0481                          STATION DESCRIPTION
 QX0481
 QX0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0481'6.5 KM (4.05 MI) WEST FROM THREE FORKS.
 QX0481'6.5 KM (4.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0481'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0481'OF THREE FORKS, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1
 QX0481'OF 3 PIERS OF THE U. S. HIGHWAY 287 OVERPASS (EXIT 274) AND 11.2
 QX0481'METERS (36.7 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 QX0481'THE HIGHWAY.
 QX0481'THE MARK IS 1.3 M BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0513 ***********************************************************************
 QX0513  DESIGNATION -  F 559
 QX0513  PID         -  QX0513
 QX0513  STATE/COUNTY-  MT/SWEET GRASS
 QX0513  USGS QUAD   -  KELLY HILLS (1951)
 QX0513
 QX0513                         *CURRENT SURVEY CONTROL
 QX0513  ___________________________________________________________________
 QX0513* NAD 83(1986)-  45 45 06.     (N)    110 09 31.     (W)     SCALED    
 QX0513* NAVD 88     -      1296.389  (meters)    4253.24   (feet)  ADJUSTED  
 QX0513  ___________________________________________________________________
 QX0513  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 QX0513  DYNAMIC HT  -        1295.987 (meters)    4251.92  (feet)  COMP
 QX0513  MODELED GRAV-     980,260.9   (mgal)                       NAVD 88
 QX0513
 QX0513  VERT ORDER  -  FIRST     CLASS II
 QX0513
 QX0513.The horizontal coordinates were scaled from a topographic map and have
 QX0513.an estimated accuracy of +/- 6 seconds.
 QX0513
 QX0513.The orthometric height was determined by differential leveling
 QX0513.and adjusted by the National Geodetic Survey in June 1991..
 QX0513
 QX0513.The geoid height was determined by GEOID03.
 QX0513
 QX0513.The dynamic height is computed by dividing the NAVD 88
 QX0513.geopotential number by the normal gravity value computed on the
 QX0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0513.degrees latitude (g = 980.6199 gals.).
 QX0513
 QX0513.The modeled gravity was interpolated from observed gravity values.
 QX0513
 QX0513;                    North         East    Units  Estimated Accuracy
 QX0513;SPC MT       -   167,100.      548,770.      MT  (+/- 180 meters Scaled)
 QX0513
 QX0513                          SUPERSEDED SURVEY CONTROL
 QX0513
 QX0513.No superseded survey control is available for this station.
 QX0513
 QX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR654668(NAD 83)
 QX0513_MARKER: DB = BENCH MARK DISK
 QX0513_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0513_SP_SET: ABUTMENT
 QX0513_STAMPING: F 559 1982
 QX0513_MARK LOGO: NGS   
 QX0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0513+STABILITY: POSITION/ELEVATION WELL
 QX0513
 QX0513  HISTORY     - Date     Condition        Report By
 QX0513  HISTORY     - 1982     MONUMENTED       NGS
 QX0513
 QX0513                          STATION DESCRIPTION
 QX0513
 QX0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0513'18.3 KM (11.35 MI) SW FROM BIG TIMBER.
 QX0513'5.0 KM (3.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0513'FROM THE RAILROAD STATION IN BIG TIMBER, THENCE 13.3 KM (8.25 MI)
 QX0513'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 90, IN TOP OF AND 0.8 METER
 QX0513'(2.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST COCNRETE
 QX0513'ABUTMENT OF A HIGHWAY BRIDGE, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST
 QX0513'357 AND 8.0 METERS (26.2 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 QX0513'BOUND LANES OF THE HIGHWAY.
 QX0513'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0085 ***********************************************************************
 SU0085  DESIGNATION -  F 56
 SU0085  PID         -  SU0085
 SU0085  STATE/COUNTY-  MT/LAKE
 SU0085  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 SU0085
 SU0085                         *CURRENT SURVEY CONTROL
 SU0085  ___________________________________________________________________
 SU0085* NAD 83(1986)-  47 14 49.     (N)    114 10 12.     (W)     SCALED    
 SU0085* NAVD 88     -       840.119  (meters)    2756.29   (feet)  ADJUSTED  
 SU0085  ___________________________________________________________________
 SU0085  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 SU0085  DYNAMIC HT  -         840.050 (meters)    2756.06  (feet)  COMP
 SU0085  MODELED GRAV-     980,503.0   (mgal)                       NAVD 88
 SU0085
 SU0085  VERT ORDER  -  FIRST     CLASS II
 SU0085
 SU0085.The horizontal coordinates were scaled from a topographic map and have
 SU0085.an estimated accuracy of +/- 6 seconds.
 SU0085
 SU0085.The orthometric height was determined by differential leveling
 SU0085.and adjusted by the National Geodetic Survey in June 1991..
 SU0085
 SU0085.The geoid height was determined by GEOID03.
 SU0085
 SU0085.The dynamic height is computed by dividing the NAVD 88
 SU0085.geopotential number by the normal gravity value computed on the
 SU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0085.degrees latitude (g = 980.6199 gals.).
 SU0085
 SU0085.The modeled gravity was interpolated from observed gravity values.
 SU0085
 SU0085;                    North         East    Units  Estimated Accuracy
 SU0085;SPC MT       -   343,550.      246,880.      MT  (+/- 180 meters Scaled)
 SU0085
 SU0085                          SUPERSEDED SURVEY CONTROL
 SU0085
 SU0085  NGVD 29 (??/??/92)  839.062  (m)         2752.82   (f) ADJ UNCH    1 2
 SU0085
 SU0085.Superseded values are not recommended for survey control.
 SU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0085.See file dsdata.txt to determine how the superseded data were derived.
 SU0085
 SU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN141364(NAD 83)
 SU0085_MARKER: DB = BENCH MARK DISK
 SU0085_SETTING: 0 = UNSPECIFIED SETTING
 SU0085_STAMPING: F 56 1933
 SU0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0085
 SU0085  HISTORY     - Date     Condition        Report By
 SU0085  HISTORY     - 1933     MONUMENTED       CGS
 SU0085
 SU0085                          STATION DESCRIPTION
 SU0085
 SU0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0085'2.4 MI SE FROM RAVALLI.
 SU0085'2.4 MI. S.E. ALONG THE NORTHERN PACIFIC RAILROAD, 0.6 MILE SOUTHWEST
 SU0085'OF MILESIGN 29, 2 RAIL LENGTHS (APPROXIMATELY 22 YARDS) SOUTH OF
 SU0085'RAILROAD CROSSING, 35 FEET WEST OF TRACK, 20 FEET SOUTH OF CORNER IN
 SU0085'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0086 ***********************************************************************
 SU0086  DESIGNATION -  F 56 RESET
 SU0086  PID         -  SU0086
 SU0086  STATE/COUNTY-  MT/LAKE
 SU0086  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 SU0086
 SU0086                         *CURRENT SURVEY CONTROL
 SU0086  ___________________________________________________________________
 SU0086* NAD 83(1986)-  47 14 48.     (N)    114 10 13.     (W)     SCALED    
 SU0086* NAVD 88     -       840.84   (meters)    2758.7    (feet)  RESET     
 SU0086  ___________________________________________________________________
 SU0086  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 SU0086
 SU0086  VERT ORDER  -  THIRD
 SU0086
 SU0086.The horizontal coordinates were scaled from a topographic map and have
 SU0086.an estimated accuracy of +/- 6 seconds.
 SU0086
 SU0086.The orthometric height was computed from unverified reset data.
 SU0086
 SU0086.The geoid height was determined by GEOID03.
 SU0086
 SU0086;                    North         East    Units  Estimated Accuracy
 SU0086;SPC MT       -   343,520.      246,860.      MT  (+/- 180 meters Scaled)
 SU0086
 SU0086                          SUPERSEDED SURVEY CONTROL
 SU0086
 SU0086.No superseded survey control is available for this station.
 SU0086
 SU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN141364(NAD 83)
 SU0086_MARKER: DB = BENCH MARK DISK
 SU0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0086_SP_SET: ABUTMENT
 SU0086_STAMPING: F 56 RESET 1953
 SU0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0086
 SU0086  HISTORY     - Date     Condition        Report By
 SU0086  HISTORY     - 1953     MONUMENTED       MTSHC
 SU0086  HISTORY     - 1979     MARK NOT FOUND   NGS
 SU0086  HISTORY     - 1981     MARK NOT FOUND   USGS
 SU0086
 SU0086                          STATION DESCRIPTION
 SU0086
 SU0086'DESCRIBED BY MONTANA STATE HIGHWAY COMMISSION 1953
 SU0086'2.4 MI SE FROM RAVALLI.
 SU0086'2.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0086'STATION AT RAVALLI, LAKE COUNTY, 0.6 MILE SOUTHWEST OF MILEPOST 29, 92
 SU0086'FEET WEST OF THE TRACK, AT THE VALLEY CREEK BRIDGE OVER JOCKO RIVER,
 SU0086'AND IN THE DOWNSTREAM CORNER OF THE SOUTH ABUTMENT.  A STANDARD DISK,
 SU0086'STAMPED F 56 RESET 1953.
 SU0086
 SU0086                          STATION RECOVERY (1979)
 SU0086
 SU0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0086'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  A NEW BRIDGE HAS BEEN
 SU0086'BUILT AND THE MARK IS BELIEVED TO BE DESTROYED.
 SU0086
 SU0086                          STATION RECOVERY (1981)
 SU0086
 SU0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SU0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0418 ***********************************************************************
 QW0418  DESIGNATION -  F 560
 QW0418  PID         -  QW0418
 QW0418  STATE/COUNTY-  MT/STILLWATER
 QW0418  USGS QUAD   -  RAPIDS (1956)
 QW0418
 QW0418                         *CURRENT SURVEY CONTROL
 QW0418  ___________________________________________________________________
 QW0418* NAD 83(1986)-  45 36 45.     (N)    109 00 27.     (W)     SCALED    
 QW0418* NAVD 88     -      1053.391  (meters)    3456.00   (feet)  ADJUSTED  
 QW0418  ___________________________________________________________________
 QW0418  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 QW0418  DYNAMIC HT  -        1053.130 (meters)    3455.14  (feet)  COMP
 QW0418  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 QW0418
 QW0418  VERT ORDER  -  FIRST     CLASS II
 QW0418
 QW0418.The horizontal coordinates were scaled from a topographic map and have
 QW0418.an estimated accuracy of +/- 6 seconds.
 QW0418
 QW0418.The orthometric height was determined by differential leveling
 QW0418.and adjusted by the National Geodetic Survey in June 1991..
 QW0418
 QW0418.The geoid height was determined by GEOID03.
 QW0418
 QW0418.The dynamic height is computed by dividing the NAVD 88
 QW0418.geopotential number by the normal gravity value computed on the
 QW0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0418.degrees latitude (g = 980.6199 gals.).
 QW0418
 QW0418.The modeled gravity was interpolated from observed gravity values.
 QW0418
 QW0418;                    North         East    Units  Estimated Accuracy
 QW0418;SPC MT       -   151,550.      638,400.      MT  (+/- 180 meters Scaled)
 QW0418
 QW0418                          SUPERSEDED SURVEY CONTROL
 QW0418
 QW0418.No superseded survey control is available for this station.
 QW0418
 QW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR553529(NAD 83)
 QW0418_MARKER: DB = BENCH MARK DISK
 QW0418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0418_SP_SET: ABUTMENT
 QW0418_STAMPING: F 560 1982
 QW0418_MARK LOGO: NGS   
 QW0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0418+STABILITY: POSITION/ELEVATION WELL
 QW0418
 QW0418  HISTORY     - Date     Condition        Report By
 QW0418  HISTORY     - 1982     MONUMENTED       NGS
 QW0418
 QW0418                          STATION DESCRIPTION
 QW0418
 QW0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0418'20.8 KM (12.9 MI) SW FROM LAUREL.
 QW0418'20.8 KM (12.9 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0418'FROM THE RAILROAD STATION IN LAUREL, OR 21.1 KM (13.1 MI)
 QW0418'SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE RAILROAD
 QW0418'STATION IN COLUMBUS, IN TOP OF AND 1.5 METERS (4.9 FT) NORTHWEST OF
 QW0418'THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE WEST BOUND
 QW0418'INTERSTATE HIGHWAY 90 OVERPASS OF A PAVED ROAD LEADING NORTH, 85.3
 QW0418'METERS (279.9 FT) NORTHWEST OF THE NEAR RAIL AND 8.0 METERS (26.2 FT)
 QW0418'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 QW0418'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0435 ***********************************************************************
 QY0435  DESIGNATION -  F 561
 QY0435  PID         -  QY0435
 QY0435  STATE/COUNTY-  MT/SILVER BOW
 QY0435  USGS QUAD   -  HOMESTAKE (1996)
 QY0435
 QY0435                         *CURRENT SURVEY CONTROL
 QY0435  ___________________________________________________________________
 QY0435* NAD 83(1986)-  45 55 33.     (N)    112 26 36.     (W)     SCALED    
 QY0435* NAVD 88     -      1820.987  (meters)    5974.35   (feet)  ADJUSTED  
 QY0435  ___________________________________________________________________
 QY0435  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 QY0435  DYNAMIC HT  -        1820.238 (meters)    5971.90  (feet)  COMP
 QY0435  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 QY0435  OBS GRAVITY -     980,139.1   (mgal)                       GRAV_OBS
 QY0435
 QY0435  VERT ORDER  -  FIRST     CLASS II
 QY0435
 QY0435.The horizontal coordinates were scaled from a topographic map and have
 QY0435.an estimated accuracy of +/- 6 seconds.
 QY0435
 QY0435.The orthometric height was determined by differential leveling
 QY0435.and adjusted by the National Geodetic Survey in June 1991..
 QY0435
 QY0435.The geoid height was determined by GEOID03.
 QY0435
 QY0435.The dynamic height is computed by dividing the NAVD 88
 QY0435.geopotential number by the normal gravity value computed on the
 QY0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0435.degrees latitude (g = 980.6199 gals.).
 QY0435
 QY0435.The modeled gravity was interpolated from observed gravity values.
 QY0435.The observed gravity was obtained from relative gravimeter ties
 QY0435.to the IGSN71 gravity network.
 QY0435
 QY0435;                    North         East    Units  Estimated Accuracy
 QY0435;SPC MT       -   190,530.      371,850.      MT  (+/- 180 meters Scaled)
 QY0435
 QY0435                          SUPERSEDED SURVEY CONTROL
 QY0435
 QY0435.No superseded survey control is available for this station.
 QY0435
 QY0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR880868(NAD 83)
 QY0435_MARKER: DB = BENCH MARK DISK
 QY0435_SETTING: 66 = SET IN ROCK OUTCROP
 QY0435_SP_SET: ROCK OUTCROP
 QY0435_STAMPING: F 561 1982
 QY0435_MARK LOGO: NGS   
 QY0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0435+STABILITY: POSITION/ELEVATION WELL
 QY0435
 QY0435  HISTORY     - Date     Condition        Report By
 QY0435  HISTORY     - 1982     MONUMENTED       NGS
 QY0435
 QY0435                          STATION DESCRIPTION
 QY0435
 QY0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0435'11.8 KM (7.35 MI) SE FROM BUTTE.
 QY0435'11.8 KM (7.35 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0435'JUNCTION WITH MONTANA STREET IN BUTTE, 0.7 KM (0.45 MI) SOUTHEAST OF
 QY0435'MILEPOST 231, IN THE CENTER OF A 2 BY 3 FT EXPOSED AREA OF BEDROCK IN
 QY0435'A HIGHWAY CUT, 76.1 METERS (249.7 FT) SOUTHEAST OF THE NORTHWEST END
 QY0435'OF THE HIGHWAY CUT AND 13.0 METERS (42.7 FT) NORTHEAST OF THE
 QY0435'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 QY0435'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 QY0435'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0409 ***********************************************************************
 QY0409  DESIGNATION -  F 562
 QY0409  PID         -  QY0409
 QY0409  STATE/COUNTY-  MT/JEFFERSON
 QY0409  USGS QUAD   -  WHITEHALL (1996)
 QY0409
 QY0409                         *CURRENT SURVEY CONTROL
 QY0409  ___________________________________________________________________
 QY0409* NAD 83(1986)-  45 52 05.     (N)    112 03 36.     (W)     SCALED    
 QY0409* NAVD 88     -      1321.314  (meters)    4335.01   (feet)  ADJUSTED  
 QY0409  ___________________________________________________________________
 QY0409  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 QY0409  DYNAMIC HT  -        1320.910 (meters)    4333.69  (feet)  COMP
 QY0409  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 QY0409
 QY0409  VERT ORDER  -  FIRST     CLASS II
 QY0409
 QY0409.The horizontal coordinates were scaled from a topographic map and have
 QY0409.an estimated accuracy of +/- 6 seconds.
 QY0409
 QY0409.The orthometric height was determined by differential leveling
 QY0409.and adjusted by the National Geodetic Survey in June 1991..
 QY0409
 QY0409.The geoid height was determined by GEOID03.
 QY0409
 QY0409.The dynamic height is computed by dividing the NAVD 88
 QY0409.geopotential number by the normal gravity value computed on the
 QY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0409.degrees latitude (g = 980.6199 gals.).
 QY0409
 QY0409.The modeled gravity was interpolated from observed gravity values.
 QY0409
 QY0409;                    North         East    Units  Estimated Accuracy
 QY0409;SPC MT       -   183,070.      401,340.      MT  (+/- 180 meters Scaled)
 QY0409
 QY0409                          SUPERSEDED SURVEY CONTROL
 QY0409
 QY0409.No superseded survey control is available for this station.
 QY0409
 QY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR177799(NAD 83)
 QY0409_MARKER: I = METAL ROD
 QY0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QY0409_SP_SET: STAINLESS STEEL ROD
 QY0409_STAMPING: F 562 1982
 QY0409_MARK LOGO: NGS   
 QY0409_PROJECTION: FLUSH
 QY0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0409_ROD/PIPE-DEPTH: 9.8  meters
 QY0409
 QY0409  HISTORY     - Date     Condition        Report By
 QY0409  HISTORY     - 1982     MONUMENTED       NGS
 QY0409
 QY0409                          STATION DESCRIPTION
 QY0409
 QY0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0409'44.0 KM (27.35 MI) SE FROM BUTTE.
 QY0409'39.9 KM (24.8 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0409'JUNCTION WITH MONTANA STREET IN BUTTE, THENCE 0.9 KM (0.55 MI)
 QY0409'SOUTHERLY ALONG COUNTY ROAD 399, THENCE 3.2 KM (2.0 MI) EASTERLY ALONG
 QY0409'U. S. HIGHWAY 10, 24.7 METERS (81.0 FT) NORTH OF THE CENTERLINE OF THE
 QY0409'HIGHWAY AND 6.0 METERS (19.7 FT) WEST OF THE CENTER OF A FIELD
 QY0409'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QY0409'CAP.
 QY0409'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QY0409'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0503 ***********************************************************************
 QX0503  DESIGNATION -  F 563
 QX0503  PID         -  QX0503
 QX0503  STATE/COUNTY-  MT/JEFFERSON
 QX0503  USGS QUAD   -  DOHERTY MOUNTAIN (1996)
 QX0503
 QX0503                         *CURRENT SURVEY CONTROL
 QX0503  ___________________________________________________________________
 QX0503* NAD 83(1986)-  45 52 30.     (N)    111 55 49.     (W)     SCALED    
 QX0503* NAVD 88     -      1340.934  (meters)    4399.38   (feet)  ADJUSTED  
 QX0503  ___________________________________________________________________
 QX0503  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 QX0503  DYNAMIC HT  -        1340.548 (meters)    4398.11  (feet)  COMP
 QX0503  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 QX0503
 QX0503  VERT ORDER  -  FIRST     CLASS II
 QX0503
 QX0503.The horizontal coordinates were scaled from a topographic map and have
 QX0503.an estimated accuracy of +/- 6 seconds.
 QX0503
 QX0503.The orthometric height was determined by differential leveling
 QX0503.and adjusted by the National Geodetic Survey in June 1991..
 QX0503
 QX0503.The geoid height was determined by GEOID03.
 QX0503
 QX0503.The dynamic height is computed by dividing the NAVD 88
 QX0503.geopotential number by the normal gravity value computed on the
 QX0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0503.degrees latitude (g = 980.6199 gals.).
 QX0503
 QX0503.The modeled gravity was interpolated from observed gravity values.
 QX0503
 QX0503;                    North         East    Units  Estimated Accuracy
 QX0503;SPC MT       -   183,520.      411,430.      MT  (+/- 180 meters Scaled)
 QX0503
 QX0503                          SUPERSEDED SURVEY CONTROL
 QX0503
 QX0503.No superseded survey control is available for this station.
 QX0503
 QX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR278805(NAD 83)
 QX0503_MARKER: I = METAL ROD
 QX0503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0503_SP_SET: STAINLESS STEEL ROD
 QX0503_STAMPING: F 563 1982
 QX0503_MARK LOGO: NGS   
 QX0503_PROJECTION: FLUSH
 QX0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0503_ROD/PIPE-DEPTH: 8.5  meters
 QX0503
 QX0503  HISTORY     - Date     Condition        Report By
 QX0503  HISTORY     - 1982     MONUMENTED       NGS
 QX0503
 QX0503                          STATION DESCRIPTION
 QX0503
 QX0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0503'33.9 KM (21.05 MI) WEST FROM THREE FORKS.
 QX0503'33.9 KM (21.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0503'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0503'OF THREE FORKS, 0.7 KM (0.45 MI) WEST OF MILEPOST 258 AND 26.6 METERS
 QX0503'(87.3 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 QX0503'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0503'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 QX0503'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0719 ***********************************************************************
 QW0719  DESIGNATION -  F 564 RESET
 QW0719  PID         -  QW0719
 QW0719  STATE/COUNTY-  MT/CARBON
 QW0719  USGS QUAD   -  BRIDGER (1956)
 QW0719
 QW0719                         *CURRENT SURVEY CONTROL
 QW0719  ___________________________________________________________________
 QW0719* NAD 83(1986)-  45 19 01.     (N)    108 54 50.     (W)     SCALED    
 QW0719* NAVD 88     -      1102.52   (meters)    3617.2    (feet)  RESET     
 QW0719  ___________________________________________________________________
 QW0719  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 QW0719
 QW0719  VERT ORDER  -  THIRD
 QW0719
 QW0719.The horizontal coordinates were scaled from a topographic map and have
 QW0719.an estimated accuracy of +/- 6 seconds.
 QW0719
 QW0719.The orthometric height was computed from unverified reset data.
 QW0719.No vertical observational check was made to the station.
 QW0719
 QW0719.The geoid height was determined by GEOID03.
 QW0719
 QW0719;                    North         East    Units  Estimated Accuracy
 QW0719;SPC MT       -   118,760.      645,950.      MT  (+/- 180 meters Scaled)
 QW0719
 QW0719                          SUPERSEDED SURVEY CONTROL
 QW0719
 QW0719  NGVD 29 (03/30/06) 1101.72   (m)         3614.6    (f) RESET       3  
 QW0719
 QW0719.Superseded values are not recommended for survey control.
 QW0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0719.See file dsdata.txt to determine how the superseded data were derived.
 QW0719
 QW0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR635202(NAD 83)
 QW0719_MARKER: B = BOLT
 QW0719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0719_SP_SET: STAINLESS STEEL ROD
 QW0719_STAMPING: F 564 RESET 1987
 QW0719_MARK LOGO: NGS   
 QW0719_PROJECTION: FLUSH
 QW0719_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0719_ROD/PIPE-DEPTH: 6.2  meters
 QW0719
 QW0719  HISTORY     - Date     Condition        Report By
 QW0719  HISTORY     - 1987     MONUMENTED       NGS
 QW0719
 QW0719                          STATION DESCRIPTION
 QW0719
 QW0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QW0719'2.32 KM (1.45 MI) NORTH ALONG US HIGHWAY 310 FROM THE POST OFFICE IN
 QW0719'BRIDGER, 0.40 METERS (1.31 FT) NORTHEAST OF A WITNESS POST, 21.03
 QW0719'METERS (69.00 FT) EAST OF THE CENTER OF THE HIGHWAY AND 26.80 METERS
 QW0719'(87.93 FT) NORTH OF THE CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0582 ***********************************************************************
 QX0582  DESIGNATION -  F 565
 QX0582  PID         -  QX0582
 QX0582  STATE/COUNTY-  MT/PARK
 QX0582  USGS QUAD   -  GARDINER (1986)
 QX0582
 QX0582                         *CURRENT SURVEY CONTROL
 QX0582  ___________________________________________________________________
 QX0582* NAD 83(1986)-  45 02 11.     (N)    110 42 56.     (W)     SCALED    
 QX0582* NAVD 88     -      1610.370  (meters)    5283.36   (feet)  ADJUSTED  
 QX0582  ___________________________________________________________________
 QX0582  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 QX0582  DYNAMIC HT  -        1609.590 (meters)    5280.80  (feet)  COMP
 QX0582  MODELED GRAV-     980,076.7   (mgal)                       NAVD 88
 QX0582
 QX0582  VERT ORDER  -  FIRST     CLASS II
 QX0582
 QX0582.The horizontal coordinates were scaled from a topographic map and have
 QX0582.an estimated accuracy of +/- 6 seconds.
 QX0582
 QX0582.The orthometric height was determined by differential leveling
 QX0582.and adjusted by the National Geodetic Survey in June 1991..
 QX0582
 QX0582.The geoid height was determined by GEOID03.
 QX0582
 QX0582.The dynamic height is computed by dividing the NAVD 88
 QX0582.geopotential number by the normal gravity value computed on the
 QX0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0582.degrees latitude (g = 980.6199 gals.).
 QX0582
 QX0582.The modeled gravity was interpolated from observed gravity values.
 QX0582
 QX0582;                    North         East    Units  Estimated Accuracy
 QX0582;SPC MT       -    88,150.      504,220.      MT  (+/- 180 meters Scaled)
 QX0582
 QX0582                          SUPERSEDED SURVEY CONTROL
 QX0582
 QX0582  NGVD 29 (08/20/92) 1609.173  (m)         5279.43   (f) ADJUSTED    1 2
 QX0582
 QX0582.Superseded values are not recommended for survey control.
 QX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0582.See file dsdata.txt to determine how the superseded data were derived.
 QX0582
 QX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ224870(NAD 83)
 QX0582_MARKER: I = METAL ROD
 QX0582_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QX0582+WITH SETTING: INFORMATION.
 QX0582_SP_SET: SHALLOW SET METAL ROD
 QX0582_STAMPING: F 565 1983
 QX0582_MARK LOGO: NGS   
 QX0582_PROJECTION: FLUSH
 QX0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0582_ROD/PIPE-DEPTH: 1.2  meters
 QX0582
 QX0582  HISTORY     - Date     Condition        Report By
 QX0582  HISTORY     - 1983     MONUMENTED       NGS
 QX0582
 QX0582                          STATION DESCRIPTION
 QX0582
 QX0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0582'1.2 KM (0.75 MI) NORTH FROM GARDINER.
 QX0582'1.2 KM (0.75 MI) NORTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION
 QX0582'WITH MAIN STREET IN GARDINER, AT A PAVED PULL OUT WITH A SIGN (WELCOME
 QX0582'TO MONTANA), 20.6 METERS (67.6 FT) NORTH OF THE CENTERLINE OF THE
 QX0582'HIGHWAY, 1.1 METERS (3.6 FT) WEST OF THE NORTH LEG OF THE SIGN, 0.8
 QX0582'METER (2.6 FT) SOUTHEAST OF A FENCE CORNER, 0.6 METER (2.0 FT) EAST OF
 QX0582'A FENCE, AND 0.5 METER (1.6 FT) SOUTH OF A FENCE.  REFUSAL WAS REACHED
 QX0582'AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0582'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 QX0582'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0563 ***********************************************************************
 QX0563  DESIGNATION -  F 566
 QX0563  PID         -  QX0563
 QX0563  STATE/COUNTY-  MT/PARK
 QX0563  USGS QUAD   -  DOME MOUNTAIN (1986)
 QX0563
 QX0563                         *CURRENT SURVEY CONTROL
 QX0563  ___________________________________________________________________
 QX0563* NAD 83(1986)-  45 14 14.     (N)    110 52 19.     (W)     SCALED    
 QX0563* NAVD 88     -      1533.032  (meters)    5029.62   (feet)  ADJUSTED  
 QX0563  ___________________________________________________________________
 QX0563  GEOID HEIGHT-          -9.15  (meters)                     GEOID03
 QX0563  DYNAMIC HT  -        1532.375 (meters)    5027.47  (feet)  COMP
 QX0563  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 QX0563
 QX0563  VERT ORDER  -  FIRST     CLASS II
 QX0563
 QX0563.The horizontal coordinates were scaled from a topographic map and have
 QX0563.an estimated accuracy of +/- 6 seconds.
 QX0563
 QX0563.The orthometric height was determined by differential leveling
 QX0563.and adjusted by the National Geodetic Survey in June 1991..
 QX0563
 QX0563.The geoid height was determined by GEOID03.
 QX0563
 QX0563.The dynamic height is computed by dividing the NAVD 88
 QX0563.geopotential number by the normal gravity value computed on the
 QX0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0563.degrees latitude (g = 980.6199 gals.).
 QX0563
 QX0563.The modeled gravity was interpolated from observed gravity values.
 QX0563
 QX0563;                    North         East    Units  Estimated Accuracy
 QX0563;SPC MT       -   110,670.      492,290.      MT  (+/- 180 meters Scaled)
 QX0563
 QX0563                          SUPERSEDED SURVEY CONTROL
 QX0563
 QX0563  NGVD 29 (08/20/92) 1531.858  (m)         5025.77   (f) ADJUSTED    1 2
 QX0563
 QX0563.Superseded values are not recommended for survey control.
 QX0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0563.See file dsdata.txt to determine how the superseded data were derived.
 QX0563
 QX0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR100093(NAD 83)
 QX0563_MARKER: DB = BENCH MARK DISK
 QX0563_SETTING: 66 = SET IN ROCK OUTCROP
 QX0563_SP_SET: ROCK OUTCROP
 QX0563_STAMPING: F 566 1983
 QX0563_MARK LOGO: NGS   
 QX0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0563
 QX0563  HISTORY     - Date     Condition        Report By
 QX0563  HISTORY     - 1983     MONUMENTED       NGS
 QX0563
 QX0563                          STATION DESCRIPTION
 QX0563
 QX0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0563'30.8 KM (19.15 MI) NORT FROM GARDINER.
 QX0563'30.8 KM (19.15 MI) NORTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION
 QX0563'WITH MAIN STREET IN GARDINER, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST
 QX0563'19, IN THE CENTER OF A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK
 QX0563'IN THE SOUTHWEST END OF A HIGHWAY CUT, 25.5 METERS (83.7 FT)
 QX0563'SOUTH-SOUTHEAST OF A UTILITY POLE, 19.9 METERS (65.3 FT) SOUTHEAST OF
 QX0563'A FENCE, AND 11.4 METERS (37.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 QX0563'HIGHWAY.
 QX0563'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 QX0563'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0254 ***********************************************************************
 QU0254  DESIGNATION -  F 568
 QU0254  PID         -  QU0254
 QU0254  STATE/COUNTY-  MT/POWDER RIVER
 QU0254  USGS QUAD   -  OLIVE (1973)
 QU0254
 QU0254                         *CURRENT SURVEY CONTROL
 QU0254  ___________________________________________________________________
 QU0254* NAD 83(1986)-  45 31 56.     (N)    105 31 35.     (W)     SCALED    
 QU0254* NAVD 88     -       989.835  (meters)    3247.48   (feet)  ADJUSTED  
 QU0254  ___________________________________________________________________
 QU0254  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 QU0254  DYNAMIC HT  -         989.623 (meters)    3246.79  (feet)  COMP
 QU0254  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 QU0254
 QU0254  VERT ORDER  -  FIRST     CLASS II
 QU0254
 QU0254.The horizontal coordinates were scaled from a topographic map and have
 QU0254.an estimated accuracy of +/- 6 seconds.
 QU0254
 QU0254.The orthometric height was determined by differential leveling
 QU0254.and adjusted by the National Geodetic Survey in June 1991..
 QU0254
 QU0254.The geoid height was determined by GEOID03.
 QU0254
 QU0254.The dynamic height is computed by dividing the NAVD 88
 QU0254.geopotential number by the normal gravity value computed on the
 QU0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0254.degrees latitude (g = 980.6199 gals.).
 QU0254
 QU0254.The modeled gravity was interpolated from observed gravity values.
 QU0254
 QU0254;                    North         East    Units  Estimated Accuracy
 QU0254;SPC MT       -   150,380.      910,170.      MT  (+/- 180 meters Scaled)
 QU0254
 QU0254                          SUPERSEDED SURVEY CONTROL
 QU0254
 QU0254.No superseded survey control is available for this station.
 QU0254
 QU0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL588422(NAD 83)
 QU0254_MARKER: I = METAL ROD
 QU0254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0254_SP_SET: STAINLESS STEEL ROD
 QU0254_STAMPING: F 568 1985
 QU0254_MARK LOGO: NGS   
 QU0254_PROJECTION: FLUSH
 QU0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0254_ROD/PIPE-DEPTH: 12.8 meters
 QU0254
 QU0254  HISTORY     - Date     Condition        Report By
 QU0254  HISTORY     - 1985     MONUMENTED       NGS
 QU0254
 QU0254                          STATION DESCRIPTION
 QU0254
 QU0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0254'14.2 KM (8.8 MI) NW FROM BROADUS.
 QU0254'14.25 KM (8.9 MI) NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0254'COURTHOUSE AT BROADUS, 1.25 KM (0.8 MI) SOUTH OF THE CROSSING OF
 QU0254'MIZPAH CREEK, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 71, 20.9 METERS
 QU0254'(68.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 46.0 METERS
 QU0254'(151.0 FT) NORTH OF THE NORTH CORNER OF WOODEN BRIDGE OVER ROAD
 QU0254'CREEK, 11.3 METERS (37.0 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD,
 QU0254'7.2 METERS (23.5 FT) NORTHWEST OF A FENCE CORNER POST, AND 0.5 METER
 QU0254'(1.5 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 QU0254'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0254'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 QU0254'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0450 ***********************************************************************
 RT0450  DESIGNATION -  F 569
 RT0450  PID         -  RT0450
 RT0450  STATE/COUNTY-  MT/CUSTER
 RT0450  USGS QUAD   -  BEEBE (1969)
 RT0450
 RT0450                         *CURRENT SURVEY CONTROL
 RT0450  ___________________________________________________________________
 RT0450* NAD 83(1986)-  46 06 22.     (N)    105 33 23.     (W)     SCALED    
 RT0450* NAVD 88     -       817.470  (meters)    2681.98   (feet)  ADJUSTED  
 RT0450  ___________________________________________________________________
 RT0450  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RT0450  DYNAMIC HT  -         817.362 (meters)    2681.63  (feet)  COMP
 RT0450  MODELED GRAV-     980,456.2   (mgal)                       NAVD 88
 RT0450
 RT0450  VERT ORDER  -  FIRST     CLASS II
 RT0450
 RT0450.The horizontal coordinates were scaled from a topographic map and have
 RT0450.an estimated accuracy of +/- 6 seconds.
 RT0450
 RT0450.The orthometric height was determined by differential leveling
 RT0450.and adjusted by the National Geodetic Survey in June 1991..
 RT0450
 RT0450.The geoid height was determined by GEOID03.
 RT0450
 RT0450.The dynamic height is computed by dividing the NAVD 88
 RT0450.geopotential number by the normal gravity value computed on the
 RT0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0450.degrees latitude (g = 980.6199 gals.).
 RT0450
 RT0450.The modeled gravity was interpolated from observed gravity values.
 RT0450
 RT0450;                    North         East    Units  Estimated Accuracy
 RT0450;SPC MT       -   213,940.      904,630.      MT  (+/- 180 meters Scaled)
 RT0450
 RT0450                          SUPERSEDED SURVEY CONTROL
 RT0450
 RT0450.No superseded survey control is available for this station.
 RT0450
 RT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM570059(NAD 83)
 RT0450_MARKER: I = METAL ROD
 RT0450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0450_SP_SET: STAINLESS STEEL ROD
 RT0450_STAMPING: F 569 1985
 RT0450_MARK LOGO: NGS   
 RT0450_PROJECTION: FLUSH
 RT0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0450_ROD/PIPE-DEPTH: 7.3  meters
 RT0450
 RT0450  HISTORY     - Date     Condition        Report By
 RT0450  HISTORY     - 1985     MONUMENTED       NGS
 RT0450
 RT0450                          STATION DESCRIPTION
 RT0450
 RT0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0450'39.2 KM (24.35 MI) SOUTH FROM MILES CITY.
 RT0450'39.25 KM (24.4 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 RT0450'OF INTERSTATE 94 AT MILES CITY, 65.4 METERS (214.5 FT) NORTH OF
 RT0450'MILEPOST 27, 21.2 METERS (69.5 FT) WEST OF THE CENTERLINE OF THE
 RT0450'HIGHWAY, 3.8 METERS (12.5 FT) NORTH OF THE NORTH GATE POST FOR A WIRE
 RT0450'GATE, 1.4 METERS (4.5 FT) NORTH OF A RIGHT-OF-WAY CONCRETE MARKER
 RT0450'NUMBER 660, AND 0.6 METER (2.0 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 RT0450'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RT0450'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 RT0450'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0094 ***********************************************************************
 RT0094  DESIGNATION -  F 57
 RT0094  PID         -  RT0094
 RT0094  STATE/COUNTY-  MT/FALLON
 RT0094  USGS QUAD   -  WESTMORE (1981)
 RT0094
 RT0094                         *CURRENT SURVEY CONTROL
 RT0094  ___________________________________________________________________
 RT0094* NAD 83(1986)-  46 28 37.     (N)    104 38 54.     (W)     SCALED    
 RT0094* NAVD 88     -       807.764  (meters)    2650.14   (feet)  ADJUSTED  
 RT0094  ___________________________________________________________________
 RT0094  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RT0094  DYNAMIC HT  -         807.696 (meters)    2649.92  (feet)  COMP
 RT0094  MODELED GRAV-     980,502.5   (mgal)                       NAVD 88
 RT0094
 RT0094  VERT ORDER  -  SECOND    CLASS 0
 RT0094
 RT0094.The horizontal coordinates were scaled from a topographic map and have
 RT0094.an estimated accuracy of +/- 6 seconds.
 RT0094
 RT0094.The orthometric height was determined by differential leveling
 RT0094.and adjusted by the National Geodetic Survey in June 1991..
 RT0094
 RT0094.The geoid height was determined by GEOID03.
 RT0094
 RT0094.The dynamic height is computed by dividing the NAVD 88
 RT0094.geopotential number by the normal gravity value computed on the
 RT0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0094.degrees latitude (g = 980.6199 gals.).
 RT0094
 RT0094.The modeled gravity was interpolated from observed gravity values.
 RT0094
 RT0094;                    North         East    Units  Estimated Accuracy
 RT0094;SPC MT       -   259,000.      972,140.      MT  (+/- 180 meters Scaled)
 RT0094
 RT0094                          SUPERSEDED SURVEY CONTROL
 RT0094
 RT0094  NGVD 29 (??/??/92)  807.196  (m)         2648.28   (f) ADJ UNCH    2 0
 RT0094
 RT0094.Superseded values are not recommended for survey control.
 RT0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0094.See file dsdata.txt to determine how the superseded data were derived.
 RT0094
 RT0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM269471(NAD 83)
 RT0094_MARKER: DB = BENCH MARK DISK
 RT0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0094_STAMPING: F 57 1934
 RT0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0094+STABILITY: SURFACE MOTION
 RT0094
 RT0094  HISTORY     - Date     Condition        Report By
 RT0094  HISTORY     - 1934     MONUMENTED       CGS
 RT0094  HISTORY     - 1944     GOOD             NGS
 RT0094
 RT0094                          STATION DESCRIPTION
 RT0094
 RT0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0094'0.25 MI NW FROM WESTMORE.
 RT0094'ABOUT 1/4 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RT0094'PACIFIC RAILROAD FROM WESTMORE, FALLON COUNTY, 27 FEET WEST OF
 RT0094'MILEPOST 1036, 42 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 RT0094'ABOUT 37 YARDS EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 RT0094'STAMPED F 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RT0094
 RT0094                          STATION RECOVERY (1944)
 RT0094
 RT0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 RT0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0444 ***********************************************************************
 RT0444  DESIGNATION -  F 570
 RT0444  PID         -  RT0444
 RT0444  STATE/COUNTY-  MT/CUSTER
 RT0444  USGS QUAD   -  HORSE CREEK (1969)
 RT0444
 RT0444                         *CURRENT SURVEY CONTROL
 RT0444  ___________________________________________________________________
 RT0444* NAD 83(1986)-  46 11 20.     (N)    105 37 42.     (W)     SCALED    
 RT0444* NAVD 88     -       777.578  (meters)    2551.10   (feet)  ADJUSTED  
 RT0444  ___________________________________________________________________
 RT0444  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0444  DYNAMIC HT  -         777.492 (meters)    2550.82  (feet)  COMP
 RT0444  MODELED GRAV-     980,477.6   (mgal)                       NAVD 88
 RT0444
 RT0444  VERT ORDER  -  FIRST     CLASS II
 RT0444
 RT0444.The horizontal coordinates were scaled from a topographic map and have
 RT0444.an estimated accuracy of +/- 6 seconds.
 RT0444
 RT0444.The orthometric height was determined by differential leveling
 RT0444.and adjusted by the National Geodetic Survey in June 1991..
 RT0444
 RT0444.The geoid height was determined by GEOID03.
 RT0444
 RT0444.The dynamic height is computed by dividing the NAVD 88
 RT0444.geopotential number by the normal gravity value computed on the
 RT0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0444.degrees latitude (g = 980.6199 gals.).
 RT0444
 RT0444.The modeled gravity was interpolated from observed gravity values.
 RT0444
 RT0444;                    North         East    Units  Estimated Accuracy
 RT0444;SPC MT       -   222,850.      898,620.      MT  (+/- 180 meters Scaled)
 RT0444
 RT0444                          SUPERSEDED SURVEY CONTROL
 RT0444
 RT0444.No superseded survey control is available for this station.
 RT0444
 RT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM515152(NAD 83)
 RT0444_MARKER: I = METAL ROD
 RT0444_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RT0444_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RT0444_STAMPING: F 570 1985
 RT0444_MARK LOGO: NGS   
 RT0444_PROJECTION: FLUSH
 RT0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0444+STABILITY: POSITION/ELEVATION WELL
 RT0444_ROD/PIPE-DEPTH: 11.6 meters
 RT0444_SLEEVE-DEPTH  : 10.3 meters
 RT0444
 RT0444  HISTORY     - Date     Condition        Report By
 RT0444  HISTORY     - 1985     MONUMENTED       NGS
 RT0444
 RT0444                          STATION DESCRIPTION
 RT0444
 RT0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0444'29.0 KM (18.0 MI) SOUTH FROM MILES CITY.
 RT0444'29.0 KM (18.0 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 RT0444'OF INTERSTATE 94 AT MILES CITY, 59.3 METERS (194.5 FT) SOUTHEAST OF
 RT0444'MILEPOST 20, IN THE WEST CORNER OF A DIRT ROAD LEADING SOUTHWEST,
 RT0444'24.1 METERS (79.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 RT0444'14.2 METERS (46.5 FT) NORTHWEST OF THE CENTER OF THE ROAD, 9.9 METERS
 RT0444'(32.5 FT) NORTHWEST OF THE NORTHWEST GATE POST, AND 1.2 METERS (4.0
 RT0444'FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 RT0444'IS HAD THROUGH A 5-INCH LOGO CAP.
 RT0444'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 RT0444'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0288 ***********************************************************************
 QU0288  DESIGNATION -  F 571
 QU0288  PID         -  QU0288
 QU0288  STATE/COUNTY-  MT/POWDER RIVER
 QU0288  USGS QUAD   -  WILD BILL CREEK (1970)
 QU0288
 QU0288                         *CURRENT SURVEY CONTROL
 QU0288  ___________________________________________________________________
 QU0288* NAD 83(1986)-  45 01 46.     (N)    105 22 51.     (W)     SCALED    
 QU0288* NAVD 88     -      1040.858  (meters)    3414.88   (feet)  ADJUSTED  
 QU0288  ___________________________________________________________________
 QU0288  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 QU0288  DYNAMIC HT  -        1040.566 (meters)    3413.92  (feet)  COMP
 QU0288  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 QU0288
 QU0288  VERT ORDER  -  FIRST     CLASS II
 QU0288
 QU0288.The horizontal coordinates were scaled from a topographic map and have
 QU0288.an estimated accuracy of +/- 6 seconds.
 QU0288
 QU0288.The orthometric height was determined by differential leveling
 QU0288.and adjusted by the National Geodetic Survey in June 1991..
 QU0288
 QU0288.The geoid height was determined by GEOID03.
 QU0288
 QU0288.The dynamic height is computed by dividing the NAVD 88
 QU0288.geopotential number by the normal gravity value computed on the
 QU0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0288.degrees latitude (g = 980.6199 gals.).
 QU0288
 QU0288.The modeled gravity was interpolated from observed gravity values.
 QU0288
 QU0288;                    North         East    Units  Estimated Accuracy
 QU0288;SPC MT       -    95,170.      924,460.      MT  (+/- 180 meters Scaled)
 QU0288
 QU0288                          SUPERSEDED SURVEY CONTROL
 QU0288
 QU0288.No superseded survey control is available for this station.
 QU0288
 QU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK700862(NAD 83)
 QU0288_MARKER: I = METAL ROD
 QU0288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0288_SP_SET: STAINLESS STEEL ROD
 QU0288_STAMPING: F 571 1985
 QU0288_MARK LOGO: NGS   
 QU0288_PROJECTION: FLUSH
 QU0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0288_ROD/PIPE-DEPTH: 3.1  meters
 QU0288
 QU0288  HISTORY     - Date     Condition        Report By
 QU0288  HISTORY     - 1985     MONUMENTED       NGS
 QU0288
 QU0288                          STATION DESCRIPTION
 QU0288
 QU0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0288'9.1 KM (5.65 MI) SOUTH FROM BIDDLE.
 QU0288'9.15 KM (5.7 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0288'SCHOOL AT BIDDLE, AT THE SOUTH END OF A LOW CUT, 3.4 KM (2.1 MI) NORTH
 QU0288'OF THE WYOMING-MONTANA STATE LINE, 0.2 KM (0.1 MI) NORTH OF MILEPOST
 QU0288'2, 18.0 METERS (59 FT) EAST OF THE HIGHWAY CENTERLINE, 12.8 METERS (42
 QU0288'FT) NORTH OF THE NORTH GATE POST FOR A WIRE GATE AND 0.5 METER (1.5
 QU0288'FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 QU0288'HAD THROUGH A 5-INCH LOGO CAP.
 QU0288'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 QU0288'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0614 ***********************************************************************
 QX0614  DESIGNATION -  F 573
 QX0614  PID         -  QX0614
 QX0614  STATE/COUNTY-  MT/GALLATIN
 QX0614  USGS QUAD   -  WILLOW CREEK (1987)
 QX0614
 QX0614                         *CURRENT SURVEY CONTROL
 QX0614  ___________________________________________________________________
 QX0614* NAD 83(1986)-  45 50 02.     (N)    111 38 05.     (W)     SCALED    
 QX0614* NAVD 88     -      1262.848  (meters)    4143.19   (feet)  ADJUSTED  
 QX0614  ___________________________________________________________________
 QX0614  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 QX0614  DYNAMIC HT  -        1262.491 (meters)    4142.02  (feet)  COMP
 QX0614  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 QX0614
 QX0614  VERT ORDER  -  FIRST     CLASS II
 QX0614
 QX0614.The horizontal coordinates were scaled from a topographic map and have
 QX0614.an estimated accuracy of +/- 6 seconds.
 QX0614
 QX0614.The orthometric height was determined by differential leveling
 QX0614.and adjusted by the National Geodetic Survey in June 1991..
 QX0614
 QX0614.The geoid height was determined by GEOID03.
 QX0614
 QX0614.The dynamic height is computed by dividing the NAVD 88
 QX0614.geopotential number by the normal gravity value computed on the
 QX0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0614.degrees latitude (g = 980.6199 gals.).
 QX0614
 QX0614.The modeled gravity was interpolated from observed gravity values.
 QX0614
 QX0614;                    North         East    Units  Estimated Accuracy
 QX0614;SPC MT       -   178,280.      434,230.      MT  (+/- 180 meters Scaled)
 QX0614
 QX0614                          SUPERSEDED SURVEY CONTROL
 QX0614
 QX0614  NGVD 29 (08/20/92) 1261.804  (m)         4139.77   (f) ADJUSTED    1 2
 QX0614
 QX0614.Superseded values are not recommended for survey control.
 QX0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0614.See file dsdata.txt to determine how the superseded data were derived.
 QX0614
 QX0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR507757(NAD 83)
 QX0614_MARKER: I = METAL ROD
 QX0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0614_SP_SET: STAINLESS STEEL ROD
 QX0614_STAMPING: F 573 1987
 QX0614_MARK LOGO: NGS   
 QX0614_PROJECTION: FLUSH
 QX0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0614_ROD/PIPE-DEPTH: 8.5  meters
 QX0614
 QX0614  HISTORY     - Date     Condition        Report By
 QX0614  HISTORY     - 1987     MONUMENTED       NGS
 QX0614
 QX0614                          STATION DESCRIPTION
 QX0614
 QX0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0614'11.2 KM (6.95 MI) SW FROM THREE FORKS.
 QX0614'11.2 KM (6.95 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN
 QX0614'RAILROAD FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 IN THREE FORKS,
 QX0614'19.5 M (64.0 FT) NORTHEAST OF THE CENTER OF A ROAD, 18.6 M (61.0 FT)
 QX0614'NORTHWEST OF THE NEAR RAIL, AND 1.4 M (4.6 FT) SOUTHWEST OF A UTILITY
 QX0614'POLE WITH 2 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QX0614'5-INCH LOGO CAP.
 QX0614'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QX0614'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1098 ***********************************************************************
 PY1098  DESIGNATION -  F 574
 PY1098  PID         -  PY1098
 PY1098  STATE/COUNTY-  MT/MADISON
 PY1098  USGS QUAD   -  EARTHQUAKE LAKE (1988)
 PY1098
 PY1098                         *CURRENT SURVEY CONTROL
 PY1098  ___________________________________________________________________
 PY1098* NAD 83(1986)-  44 49 34.     (N)    111 29 25.     (W)     SCALED    
 PY1098* NAVD 88     -      1871.396  (meters)    6139.74   (feet)  ADJUSTED  
 PY1098  ___________________________________________________________________
 PY1098  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY1098  DYNAMIC HT  -        1870.399 (meters)    6136.47  (feet)  COMP
 PY1098  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 PY1098
 PY1098  VERT ORDER  -  FIRST     CLASS II
 PY1098
 PY1098.The horizontal coordinates were scaled from a topographic map and have
 PY1098.an estimated accuracy of +/- 6 seconds.
 PY1098
 PY1098.The orthometric height was determined by differential leveling
 PY1098.and adjusted by the National Geodetic Survey in June 1991..
 PY1098
 PY1098.The geoid height was determined by GEOID03.
 PY1098
 PY1098.The dynamic height is computed by dividing the NAVD 88
 PY1098.geopotential number by the normal gravity value computed on the
 PY1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1098.degrees latitude (g = 980.6199 gals.).
 PY1098
 PY1098.The modeled gravity was interpolated from observed gravity values.
 PY1098
 PY1098;                    North         East    Units  Estimated Accuracy
 PY1098;SPC MT       -    66,040.      442,600.      MT  (+/- 180 meters Scaled)
 PY1098
 PY1098                          SUPERSEDED SURVEY CONTROL
 PY1098
 PY1098  NGVD 29 (08/20/92) 1870.157  (m)         6135.67   (f) ADJUSTED    1 2
 PY1098
 PY1098.Superseded values are not recommended for survey control.
 PY1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1098.See file dsdata.txt to determine how the superseded data were derived.
 PY1098
 PY1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ612637(NAD 83)
 PY1098_MARKER: DB = BENCH MARK DISK
 PY1098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY1098_SP_SET: ABUTMENT
 PY1098_STAMPING: F 574 1987
 PY1098_MARK LOGO: NGS   
 PY1098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1098+STABILITY: POSITION/ELEVATION WELL
 PY1098
 PY1098  HISTORY     - Date     Condition        Report By
 PY1098  HISTORY     - 1987     MONUMENTED       NGS
 PY1098
 PY1098                          STATION DESCRIPTION
 PY1098
 PY1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1098'47.6 KM (29.55 MI) SOUTH FROM CAMERON.
 PY1098'46.8 KM (29.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 PY1098'OFFICE IN CAMERON, THENCE 0.8 KM (0.50 MI) SOUTHEAST ALONG STATE
 PY1098'HIGHWAY 82, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHWEST
 PY1098'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE MADISON RIVER, AND
 PY1098'4.5 M (14.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY1098'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0615 ***********************************************************************
 QX0615  CBN         -  This is a Cooperative Base Network Control Station.
 QX0615  DESIGNATION -  F 575
 QX0615  PID         -  QX0615
 QX0615  STATE/COUNTY-  MT/MADISON
 QX0615  USGS QUAD   -  ENNIS LAKE (1988)
 QX0615
 QX0615                         *CURRENT SURVEY CONTROL
 QX0615  ___________________________________________________________________
 QX0615* NAD 83(1999)-  45 29 52.89500(N)    111 41 47.29464(W)     ADJUSTED  
 QX0615* NAVD 88     -      1743.999  (meters)    5721.77   (feet)  ADJUSTED  
 QX0615  ___________________________________________________________________
 QX0615  X           -  -1,656,023.761 (meters)                     COMP
 QX0615  Y           -  -4,162,150.203 (meters)                     COMP
 QX0615  Z           -   4,527,551.879 (meters)                     COMP
 QX0615  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 QX0615  ELLIP HEIGHT-        1733.56  (meters)          (04/16/01) GPS OBS
 QX0615  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 QX0615  DYNAMIC HT  -        1743.284 (meters)    5719.42  (feet)  COMP
 QX0615  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 QX0615
 QX0615  HORZ ORDER  -  B
 QX0615  VERT ORDER  -  FIRST     CLASS II
 QX0615  ELLP ORDER  -  FOURTH    CLASS II
 QX0615
 QX0615.The horizontal coordinates were established by GPS observations
 QX0615.and adjusted by the National Geodetic Survey in April 2001..
 QX0615.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0615.DATUM ITEM on the data sheet items page.
 QX0615
 QX0615.The orthometric height was determined by differential leveling
 QX0615.and adjusted by the National Geodetic Survey in June 1991..
 QX0615
 QX0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0615
 QX0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0615
 QX0615.The ellipsoidal height was determined by GPS observations
 QX0615.and is referenced to NAD 83.
 QX0615
 QX0615.The geoid height was determined by GEOID03.
 QX0615
 QX0615.The dynamic height is computed by dividing the NAVD 88
 QX0615.geopotential number by the normal gravity value computed on the
 QX0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0615.degrees latitude (g = 980.6199 gals.).
 QX0615
 QX0615.The modeled gravity was interpolated from observed gravity values.
 QX0615
 QX0615;                    North         East     Units Scale Factor Converg.
 QX0615;SPC MT       -   141,112.128   428,389.650   MT  0.99973758   -1 36 24.2
 QX0615;SPC MT       -   462,966.30  1,405,477.85   iFT  0.99973758   -1 36 24.2
 QX0615;UTM  12      - 5,038,513.130   445,585.090   MT  0.99963640   -0 29 48.3
 QX0615
 QX0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0615!SPC MT       -   0.99972829  x   0.99973758  =   0.99946594
 QX0615!UTM  12      -   0.99972829  x   0.99963640  =   0.99936479
 QX0615
 QX0615                          SUPERSEDED SURVEY CONTROL
 QX0615
 QX0615  NAD 83(1992)-  45 29 52.89476(N)    111 41 47.29377(W) AD(       ) B
 QX0615  ELLIP H (05/15/92) 1733.63   (m)                       GP(       ) 4 2
 QX0615  NAD 83(1992)-  45 29 52.88503(N)    111 41 47.27889(W) AD(       ) 1
 QX0615  NAVD 88 (05/28/92) 1744.00   (m)         5721.8    (f) LEVELING    3  
 QX0615  NGVD 29 (08/20/92) 1742.836  (m)         5717.95   (f) ADJUSTED    1 2
 QX0615
 QX0615.Superseded values are not recommended for survey control.
 QX0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0615.See file dsdata.txt to determine how the superseded data were derived.
 QX0615
 QX0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR4558538513(NAD 83)
 QX0615_MARKER: I = METAL ROD
 QX0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0615_SP_SET: STAINLESS STEEL ROD
 QX0615_STAMPING: F 575 1987
 QX0615_MARK LOGO: NGS   
 QX0615_PROJECTION: FLUSH
 QX0615_MAGNETIC: I = MARKER IS A STEEL ROD
 QX0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0615+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QX0615_ROD/PIPE-DEPTH: 7.3  meters
 QX0615
 QX0615  HISTORY     - Date     Condition        Report By
 QX0615  HISTORY     - 1987     MONUMENTED       NGS
 QX0615  HISTORY     - 1987     GOOD             NGS
 QX0615
 QX0615                          STATION DESCRIPTION
 QX0615
 QX0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0615'17.6 KM (10.95 MI) NORTH FROM ENNIS.
 QX0615'17.6 KM (10.95 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE HIGH
 QX0615'SCHOOL IN ENNIS, 137.1 M (449.8 FT) SOUTH OF THE CENTER OF A FIELD
 QX0615'ENTRANCE AND MILEPOST 60, 17.2 M (56.4 FT) EAST OF THE CENTERLINE OF
 QX0615'THE HIGHWAY, 6.5 M (21.3 FT) NORTHWEST OF THE CENTER OF A WIRE GATE,
 QX0615'AND 3.6 M (11.8 FT) NORTH OF A T-FENCE CORNER.  NOTE--ACCESS TO DATUM
 QX0615'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QX0615'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QX0615
 QX0615                          STATION RECOVERY (1987)
 QX0615
 QX0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 QX0615'THE STATION WAS RECOVERED AT THIS DATE.
 QX0615'
 QX0615'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 QX0615'NORTH OF ENNIS,
 QX0615'8.7 KM (5.4 MI) NORTH-NORTHEAST OF MCALLISTER,
 QX0615'6.4 KM (4 MI) SOUTH OF NORRIS AND
 QX0615'0.2 KM (0.1 MI) SOUTHWEST OF THE CREST OF A LONG HIGHWAY INCLINE
 QX0615'AND MILEPOST 60.
 QX0615'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 QX0615'
 QX0615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287 AND
 QX0615'STATE HIGHWAY 287 IN ENNIS, GO NORTHERLY FOR 10.3 KM (6.4 MI) ON
 QX0615'U.S. HIGHWAY 287 TO THE MCALLISTER POST OFFICE ON THE LEFT.
 QX0615'CONTINUE NORTHERLY FOR 7.2 KM (4.45 MI) TO THE STATION ON THE
 QX0615'RIGHT, ABOUT 3.5 METERS HIGHER THAN THE HIGHWAY.
 QX0615'
 QX0615'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 QX0615'THAT IS ---UNSTAMPED---,
 QX0615'DRIVEN TO A DEPTH OF 7.3 METERS (24.0 FT), RECESSED 12 CM BELOW
 QX0615'GROUND, ENCASED IN A
 QX0615'PVC PIPE WITH NGS LOGO FLANGE STAMPED---F 575 1987---, FLUSH WITH
 QX0615'GROUND.  LOCATED
 QX0615'53.3 METERS (175.0 FT) NORTH-NORTHEAST FROM BENCH MARK U 145,
 QX0615'17.5 METERS (57.5 FT) EAST FROM THE APPROXIMATE CENTER OF HIGHWAY,
 QX0615'16.9 METERS (55.5 FT) NORTH-NORTHEAST FROM A HILL WARNING SIGN ON
 QX0615'NORTHBOUND SIDE OF HIGHWAY,
 QX0615'3.7 METERS (12.0 FT) NORTH FROM A FENCE LINE T-JUNCTION AND
 QX0615'0.6 METERS (2.0 FT) EAST FROM A CARSONITE WITNESS POST IN
 QX0615'THE NORTH-SOUTH FENCE LINE.
 QX0615'
 QX0615'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 QX0615'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 QX0615'
 QX0615'THIS STATION SUITABLE FOR GPS SURVEYS.
 QX0615'
 QX0615'DESCRIBED BY D.R. LOKKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0153 ***********************************************************************
 TN0153  DESIGNATION -  F 58 18
 TN0153  PID         -  TN0153
 TN0153  STATE/COUNTY-  MT/FLATHEAD
 TN0153  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0153
 TN0153                         *CURRENT SURVEY CONTROL
 TN0153  ___________________________________________________________________
 TN0153* NAD 83(1986)-  48 08 57.     (N)    114 26 35.     (W)     SCALED    
 TN0153* NAVD 88     -       967.345  (meters)    3173.70   (feet)  ADJUSTED  
 TN0153  ___________________________________________________________________
 TN0153  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 TN0153  DYNAMIC HT  -         967.339 (meters)    3173.68  (feet)  COMP
 TN0153  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 TN0153
 TN0153  VERT ORDER  -  SECOND    CLASS 0
 TN0153
 TN0153.The horizontal coordinates were scaled from a topographic map and have
 TN0153.an estimated accuracy of +/- 6 seconds.
 TN0153
 TN0153.The orthometric height was determined by differential leveling
 TN0153.and adjusted by the National Geodetic Survey in June 1991..
 TN0153
 TN0153.The geoid height was determined by GEOID03.
 TN0153
 TN0153.The dynamic height is computed by dividing the NAVD 88
 TN0153.geopotential number by the normal gravity value computed on the
 TN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0153.degrees latitude (g = 980.6199 gals.).
 TN0153
 TN0153.The modeled gravity was interpolated from observed gravity values.
 TN0153
 TN0153;                    North         East    Units  Estimated Accuracy
 TN0153;SPC MT       -   444,870.      232,580.      MT  (+/- 180 meters Scaled)
 TN0153
 TN0153                          SUPERSEDED SURVEY CONTROL
 TN0153
 TN0153  NGVD 29 (??/??/92)  966.21   (m)         3170.0    (f) COMPUTED    2 0
 TN0153
 TN0153.Superseded values are not recommended for survey control.
 TN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0153.See file dsdata.txt to determine how the superseded data were derived.
 TN0153
 TN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP901360(NAD 83)
 TN0153_MARKER: DD = SURVEY DISK
 TN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0153_STAMPING: FAP 58 (19) F.A.P. F 58(18) EL 3169.92
 TN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0153+STABILITY: SURFACE MOTION
 TN0153
 TN0153  HISTORY     - Date     Condition        Report By
 TN0153  HISTORY     - UNK      MONUMENTED       MTDH
 TN0153  HISTORY     - 1952     GOOD             NGS
 TN0153
 TN0153                          STATION DESCRIPTION
 TN0153
 TN0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0153'7.7 MI SW FROM KALISPELL.
 TN0153'0.2 MILE NORTH ALONG U. S. HIGHWAY 93 FROM THE GREAT NORTHERN RAILWAY
 TN0153'STATION AT KALISPELL, THENCE 7.5 MILES SOUTHWEST ALONG U. S. HIGHWAY
 TN0153'2, AT THE INTERSECTION OF A CROSS ROAD, 44.4 FEET NORTHWEST OF THE
 TN0153'NORTHWEST RAIL OF THE GREAT NORTHERN RAILWAY TRACK, 41 FEET SOUTHEAST
 TN0153'OF THE CENTER OF THE INTERSECTION, 41 FEET EAST SOUTHEAST OF THE
 TN0153'CENTER LINE OF THE HIGHWAY, 10 FEET NORTHWEST OF POWER LINE POLE NO. M
 TN0153'314, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 TN0153'CONCRETE POST MARKED FAP F 58 (19) F.A.P. F 58 (18) PROJECTING 3.0
 TN0153'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0131 ***********************************************************************
 SP0131  DESIGNATION -  F 59
 SP0131  PID         -  SP0131
 SP0131  STATE/COUNTY-  MT/DAWSON
 SP0131  USGS QUAD   -  BUFFALO CREEK NE (1983)
 SP0131
 SP0131                         *CURRENT SURVEY CONTROL
 SP0131  ___________________________________________________________________
 SP0131* NAD 83(1986)-  47 37 50.     (N)    105 18 18.     (W)     SCALED    
 SP0131* NAVD 88     -       716.778  (meters)    2351.63   (feet)  ADJUSTED  
 SP0131  ___________________________________________________________________
 SP0131  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 SP0131  DYNAMIC HT  -         716.819 (meters)    2351.76  (feet)  COMP
 SP0131  MODELED GRAV-     980,645.9   (mgal)                       NAVD 88
 SP0131
 SP0131  VERT ORDER  -  SECOND    CLASS 0
 SP0131
 SP0131.The horizontal coordinates were scaled from a topographic map and have
 SP0131.an estimated accuracy of +/- 6 seconds.
 SP0131
 SP0131.The orthometric height was determined by differential leveling
 SP0131.and adjusted by the National Geodetic Survey in June 1991..
 SP0131
 SP0131.The geoid height was determined by GEOID03.
 SP0131
 SP0131.The dynamic height is computed by dividing the NAVD 88
 SP0131.geopotential number by the normal gravity value computed on the
 SP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0131.degrees latitude (g = 980.6199 gals.).
 SP0131
 SP0131.The modeled gravity was interpolated from observed gravity values.
 SP0131
 SP0131;                    North         East    Units  Estimated Accuracy
 SP0131;SPC MT       -   384,080.      914,960.      MT  (+/- 180 meters Scaled)
 SP0131
 SP0131                          SUPERSEDED SURVEY CONTROL
 SP0131
 SP0131  NGVD 29 (??/??/92)  716.195  (m)         2349.72   (f) ADJ UNCH    2 0
 SP0131
 SP0131.Superseded values are not recommended for survey control.
 SP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0131.See file dsdata.txt to determine how the superseded data were derived.
 SP0131
 SP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN770752(NAD 83)
 SP0131_MARKER: DB = BENCH MARK DISK
 SP0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0131_STAMPING: F 59 1934
 SP0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0131+STABILITY: SURFACE MOTION
 SP0131
 SP0131  HISTORY     - Date     Condition        Report By
 SP0131  HISTORY     - 1934     MONUMENTED       CGS
 SP0131  HISTORY     - 1977     GOOD             USGS
 SP0131
 SP0131                          STATION DESCRIPTION
 SP0131
 SP0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0131'12.9 MI W FROM RICHEY.
 SP0131'12.9 MILES WEST ALONG STATE HIGHWAY 23 FROM RICHEY, DAWSON COUNTY, AND
 SP0131'24 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SP0131'STAMPED F 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0131
 SP0131                          STATION RECOVERY (1977)
 SP0131
 SP0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0131'RICHEY, 3.6 MI. SW OF ALONG STATE HWY. 200, THENCE 4.4 MI. W ALONG A
 SP0131'TRAIL THAT FOLLOWS THE TOWNSHIP LINE TO A T-ROAD S, THENCE 4.8 MI. W
 SP0131'ALONG A GOOD GRAVEL ROAD AND 35 FT S OF ROAD. LOCATED IN THE NE 1/4
 SP0131'OF SEC 33 T 22 N R 50 E. A STANDARD DISK STAMPED F 59 1934 AND SET IN
 SP0131'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0243 ***********************************************************************
 QW0243  DESIGNATION -  F 6 RESET
 QW0243  PID         -  QW0243
 QW0243  STATE/COUNTY-  MT/STILLWATER
 QW0243  USGS QUAD   -  COLUMBUS WEST (1956)
 QW0243
 QW0243                         *CURRENT SURVEY CONTROL
 QW0243  ___________________________________________________________________
 QW0243* NAD 83(1986)-  45 38 21.     (N)    109 15 25.     (W)     SCALED    
 QW0243* NAVD 88     -      1097.715  (meters)    3601.42   (feet)  ADJUSTED  
 QW0243  ___________________________________________________________________
 QW0243  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 QW0243  DYNAMIC HT  -        1097.426 (meters)    3600.47  (feet)  COMP
 QW0243  MODELED GRAV-     980,314.6   (mgal)                       NAVD 88
 QW0243
 QW0243  VERT ORDER  -  FIRST     CLASS II
 QW0243
 QW0243.The horizontal coordinates were scaled from a topographic map and have
 QW0243.an estimated accuracy of +/- 6 seconds.
 QW0243
 QW0243.The orthometric height was determined by differential leveling
 QW0243.and adjusted by the National Geodetic Survey in June 1991..
 QW0243
 QW0243.The geoid height was determined by GEOID03.
 QW0243
 QW0243.The dynamic height is computed by dividing the NAVD 88
 QW0243.geopotential number by the normal gravity value computed on the
 QW0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0243.degrees latitude (g = 980.6199 gals.).
 QW0243
 QW0243.The modeled gravity was interpolated from observed gravity values.
 QW0243
 QW0243;                    North         East    Units  Estimated Accuracy
 QW0243;SPC MT       -   154,420.      618,940.      MT  (+/- 180 meters Scaled)
 QW0243
 QW0243                          SUPERSEDED SURVEY CONTROL
 QW0243
 QW0243.No superseded survey control is available for this station.
 QW0243
 QW0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR358554(NAD 83)
 QW0243_MARKER: DB = BENCH MARK DISK
 QW0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0243_SP_SET: STEP
 QW0243_STAMPING: F 6 RESET 1972
 QW0243_MARK LOGO: NGS   
 QW0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0243
 QW0243  HISTORY     - Date     Condition        Report By
 QW0243  HISTORY     - 1972     MONUMENTED       NGS
 QW0243  HISTORY     - 1982     GOOD             NGS
 QW0243
 QW0243                          STATION DESCRIPTION
 QW0243
 QW0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QW0243'IN COLUMBUS.
 QW0243'FROM THE POST OFFICE IN COLUMBUS GO EAST ALONG PIKE AVE. FOR 0.25 MILE
 QW0243'TO 2ND STREET, THENCE NORTH ON 2ND STREET FOR 0.1 MILE TO THE COLUMBUS
 QW0243'PUBLIC SCHOOL, SET IN THE TOP OF THE CONCRETE STEP LEADING TO THE
 QW0243'SOUTH ENTRANCE OF THE SCHOOL, 119 FEET EAST OF THE NORTH-SOUTH FENCE
 QW0243'AROUND THE SCHOOL YARD, 10.5 FEET SOUTH OF THE SOUTH DOOR, 1 FOOT
 QW0243'NORTH OF THE SOUTH EDGE OF THE CONCRETE STEP.  SECTION 21, T 2 S, R 20
 QW0243'E.
 QW0243
 QW0243                          STATION RECOVERY (1982)
 QW0243
 QW0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0243'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0243'IN COLUMBUS, AT THE INTERSECTION OF SECOND AVENUE NORTH AND SECOND
 QW0243'STREET, IN THE SOUTHEAST CORNER OF THE TOP CONCRETE STEP OF THE CENTER
 QW0243'1 OF 3 SOUTH ENTRANCES TO THE COLUMBUS PUBLIC SCHOOL, 49.7 METERS
 QW0243'(163.1 FT) SOUTH OF THE CENTER OF THE AVENUE, 49.4 METERS (162.1 FT)
 QW0243'EAST OF THE CENTER OF THE STREET AND 3.2 METERS (10.5 FT) SOUTH OF THE
 QW0243'CENTER OF THE ENTRANCE.
 QW0243'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0003 ***********************************************************************
 ST0003  DESIGNATION -  F 6 V
 ST0003  PID         -  ST0003
 ST0003  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0003  USGS QUAD   -  GILMAN (1987)
 ST0003
 ST0003                         *CURRENT SURVEY CONTROL
 ST0003  ___________________________________________________________________
 ST0003* NAD 83(1986)-  47 31 38.     (N)    112 21 54.     (W)     SCALED    
 ST0003* NAVD 88     -      1277.309  (meters)    4190.64   (feet)  ADJUSTED  
 ST0003  ___________________________________________________________________
 ST0003  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 ST0003  DYNAMIC HT  -        1277.164 (meters)    4190.16  (feet)  COMP
 ST0003  MODELED GRAV-     980,454.4   (mgal)                       NAVD 88
 ST0003
 ST0003  VERT ORDER  -  SECOND    CLASS 0
 ST0003
 ST0003.The horizontal coordinates were scaled from a topographic map and have
 ST0003.an estimated accuracy of +/- 6 seconds.
 ST0003
 ST0003.The orthometric height was determined by differential leveling
 ST0003.and adjusted by the National Geodetic Survey in June 1991..
 ST0003
 ST0003.The geoid height was determined by GEOID03.
 ST0003
 ST0003.The dynamic height is computed by dividing the NAVD 88
 ST0003.geopotential number by the normal gravity value computed on the
 ST0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0003.degrees latitude (g = 980.6199 gals.).
 ST0003
 ST0003.The modeled gravity was interpolated from observed gravity values.
 ST0003
 ST0003;                    North         East    Units  Estimated Accuracy
 ST0003;SPC MT       -   368,100.      384,420.      MT  (+/- 180 meters Scaled)
 ST0003
 ST0003                          SUPERSEDED SURVEY CONTROL
 ST0003
 ST0003  NGVD 29 (??/??/92) 1276.324  (m)         4187.41   (f) ADJ UNCH    2 0
 ST0003
 ST0003.Superseded values are not recommended for survey control.
 ST0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0003.See file dsdata.txt to determine how the superseded data were derived.
 ST0003
 ST0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT972646(NAD 83)
 ST0003_MARKER: DB = BENCH MARK DISK
 ST0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0003_STAMPING: F 6 V 1961
 ST0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0003+STABILITY: SURFACE MOTION
 ST0003
 ST0003  HISTORY     - Date     Condition        Report By
 ST0003  HISTORY     - 1961     MONUMENTED       CGS
 ST0003
 ST0003                          STATION DESCRIPTION
 ST0003
 ST0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0003'3.15 MI NE FROM AUGUSTA.
 ST0003'3.15 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0003'AUGUSTA, AT THE SUMMIT OF A LONG HILL, AT THE T JUNCTION OF A ROAD
 ST0003'EAST, 71 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 390 FEET
 ST0003'SOUTH OF THE CENTER LINE OF THE ROAD, 140 FEET SOUTH OF A POWER LINE T
 ST0003'JUNCTION POLE, 4.3 FEET EAST OF A WITNESS POST, ABOUT 14 FEET HIGHER
 ST0003'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ST0003'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0009 ***********************************************************************
 ST0009  DESIGNATION -  F 6 V AZ MK
 ST0009  PID         -  ST0009
 ST0009  STATE/COUNTY-  MT/TETON
 ST0009  USGS QUAD   -  GILMAN (1987)
 ST0009
 ST0009                         *CURRENT SURVEY CONTROL
 ST0009  ___________________________________________________________________
 ST0009* NAD 83(1986)-  47 33 27.     (N)    112 21 32.     (W)     SCALED    
 ST0009* NAVD 88     -      1234.254  (meters)    4049.38   (feet)  ADJUSTED  
 ST0009  ___________________________________________________________________
 ST0009  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 ST0009  DYNAMIC HT  -        1234.113 (meters)    4048.92  (feet)  COMP
 ST0009  MODELED GRAV-     980,455.8   (mgal)                       NAVD 88
 ST0009
 ST0009  VERT ORDER  -  SECOND    CLASS 0
 ST0009
 ST0009.The horizontal coordinates were scaled from a topographic map and have
 ST0009.an estimated accuracy of +/- 6 seconds.
 ST0009
 ST0009.The orthometric height was determined by differential leveling
 ST0009.and adjusted by the National Geodetic Survey in June 1991..
 ST0009
 ST0009.The geoid height was determined by GEOID03.
 ST0009
 ST0009.The dynamic height is computed by dividing the NAVD 88
 ST0009.geopotential number by the normal gravity value computed on the
 ST0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0009.degrees latitude (g = 980.6199 gals.).
 ST0009
 ST0009.The modeled gravity was interpolated from observed gravity values.
 ST0009
 ST0009;                    North         East    Units  Estimated Accuracy
 ST0009;SPC MT       -   371,450.      385,010.      MT  (+/- 180 meters Scaled)
 ST0009
 ST0009                          SUPERSEDED SURVEY CONTROL
 ST0009
 ST0009  NGVD 29 (??/??/92) 1233.264  (m)         4046.13   (f) ADJ UNCH    2 0
 ST0009
 ST0009.Superseded values are not recommended for survey control.
 ST0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0009.See file dsdata.txt to determine how the superseded data were derived.
 ST0009
 ST0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT977680(NAD 83)
 ST0009_MARKER: DZ = AZIMUTH MARK DISK
 ST0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0009_STAMPING: F 6 V 1961
 ST0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0009+STABILITY: SURFACE MOTION
 ST0009
 ST0009  HISTORY     - Date     Condition        Report By
 ST0009  HISTORY     - 1961     MONUMENTED       CGS
 ST0009
 ST0009                          STATION DESCRIPTION
 ST0009
 ST0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0009'5.35 MI N FROM AUGUSTA.
 ST0009'5.35 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0009'AUGUSTA, 65 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 159
 ST0009'FEET EAST-NORTHEAST OF THE CENTER OF THE SOUTHEAST END OF AN 18-INCH
 ST0009'CONCRETE PIPE CULVERT, 12.8 FEET SOUTHEAST OF A FENCE, 12.7 FEET
 ST0009'SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 ST0009'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ST0009'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0004 ***********************************************************************
 ST0004  DESIGNATION -  F 6 V RM 1
 ST0004  PID         -  ST0004
 ST0004  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0004  USGS QUAD   -  GILMAN (1987)
 ST0004
 ST0004                         *CURRENT SURVEY CONTROL
 ST0004  ___________________________________________________________________
 ST0004* NAD 83(1986)-  47 31 35.     (N)    112 21 55.     (W)     SCALED    
 ST0004* NAVD 88     -      1277.057  (meters)    4189.81   (feet)  ADJUSTED  
 ST0004  ___________________________________________________________________
 ST0004  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 ST0004  DYNAMIC HT  -        1276.912 (meters)    4189.34  (feet)  COMP
 ST0004  MODELED GRAV-     980,454.1   (mgal)                       NAVD 88
 ST0004
 ST0004  VERT ORDER  -  SECOND    CLASS 0
 ST0004
 ST0004.The horizontal coordinates were scaled from a topographic map and have
 ST0004.an estimated accuracy of +/- 6 seconds.
 ST0004
 ST0004.The orthometric height was determined by differential leveling
 ST0004.and adjusted by the National Geodetic Survey in June 1991..
 ST0004
 ST0004.The geoid height was determined by GEOID03.
 ST0004
 ST0004.The dynamic height is computed by dividing the NAVD 88
 ST0004.geopotential number by the normal gravity value computed on the
 ST0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0004.degrees latitude (g = 980.6199 gals.).
 ST0004
 ST0004.The modeled gravity was interpolated from observed gravity values.
 ST0004
 ST0004;                    North         East    Units  Estimated Accuracy
 ST0004;SPC MT       -   368,010.      384,400.      MT  (+/- 180 meters Scaled)
 ST0004
 ST0004                          SUPERSEDED SURVEY CONTROL
 ST0004
 ST0004  NGVD 29 (??/??/92) 1276.072  (m)         4186.58   (f) ADJ UNCH    2 0
 ST0004
 ST0004.Superseded values are not recommended for survey control.
 ST0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0004.See file dsdata.txt to determine how the superseded data were derived.
 ST0004
 ST0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT972645(NAD 83)
 ST0004_MARKER: DR = REFERENCE MARK DISK
 ST0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0004_STAMPING: F 6 V NO. 1 1961
 ST0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0004+STABILITY: SURFACE MOTION
 ST0004
 ST0004  HISTORY     - Date     Condition        Report By
 ST0004  HISTORY     - 1961     MONUMENTED       CGS
 ST0004
 ST0004                          STATION DESCRIPTION
 ST0004
 ST0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0004'3.15 MI NE FROM AUGUSTA.
 ST0004'3.15 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0004'AUGUSTA, AT THE SUMMIT OF A LONG HILL, AT THE T JUNCTION OF A ROAD
 ST0004'LEADING EAST, 143 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ST0004'73.4 FEET SOUTHEAST OF REFERENCE MARK 2, 42.0 FEET EAST OF
 ST0004'TRANGULATION STATION F 6 V, ABOUT 1 FOOT LOWER THAN THE STATION, AND
 ST0004'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 ST0004'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0005 ***********************************************************************
 ST0005  DESIGNATION -  F 6 V RM 2
 ST0005  PID         -  ST0005
 ST0005  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0005  USGS QUAD   -  GILMAN (1987)
 ST0005
 ST0005                         *CURRENT SURVEY CONTROL
 ST0005  ___________________________________________________________________
 ST0005* NAD 83(1986)-  47 31 46.     (N)    112 21 48.     (W)     SCALED    
 ST0005* NAVD 88     -      1277.590  (meters)    4191.56   (feet)  ADJUSTED  
 ST0005  ___________________________________________________________________
 ST0005  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 ST0005  DYNAMIC HT  -        1277.445 (meters)    4191.08  (feet)  COMP
 ST0005  MODELED GRAV-     980,455.0   (mgal)                       NAVD 88
 ST0005
 ST0005  VERT ORDER  -  SECOND    CLASS 0
 ST0005
 ST0005.The horizontal coordinates were scaled from a topographic map and have
 ST0005.an estimated accuracy of +/- 6 seconds.
 ST0005
 ST0005.The orthometric height was determined by differential leveling
 ST0005.and adjusted by the National Geodetic Survey in June 1991..
 ST0005
 ST0005.The geoid height was determined by GEOID03.
 ST0005
 ST0005.The dynamic height is computed by dividing the NAVD 88
 ST0005.geopotential number by the normal gravity value computed on the
 ST0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0005.degrees latitude (g = 980.6199 gals.).
 ST0005
 ST0005.The modeled gravity was interpolated from observed gravity values.
 ST0005
 ST0005;                    North         East    Units  Estimated Accuracy
 ST0005;SPC MT       -   368,340.      384,560.      MT  (+/- 180 meters Scaled)
 ST0005
 ST0005                          SUPERSEDED SURVEY CONTROL
 ST0005
 ST0005  NGVD 29 (??/??/92) 1276.605  (m)         4188.33   (f) ADJ UNCH    2 0
 ST0005
 ST0005.Superseded values are not recommended for survey control.
 ST0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0005.See file dsdata.txt to determine how the superseded data were derived.
 ST0005
 ST0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT973649(NAD 83)
 ST0005_MARKER: DR = REFERENCE MARK DISK
 ST0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0005_STAMPING: F 6 V NO. 2 1961
 ST0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0005+STABILITY: SURFACE MOTION
 ST0005
 ST0005  HISTORY     - Date     Condition        Report By
 ST0005  HISTORY     - 1961     MONUMENTED       CGS
 ST0005
 ST0005                          STATION DESCRIPTION
 ST0005
 ST0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0005'3.15 MI NE FROM AUGUSTA.
 ST0005'3.15 MILES NORTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0005'AUGUSTA, AT THE SUMMIT OF A LONG HILL, AT THE T JUNCTION OF A ROAD
 ST0005'EAST, 71 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 83 FEET
 ST0005'SOUTH OF THE T JUNCTION POLE OF A POWER LINE, 57.10 FEET NORTH OF
 ST0005'TRIANGULATION STATION F 6 V, ABOUT LEVEL WITH THE STATION, AND SET IN
 ST0005'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0131 ***********************************************************************
 QU0131  DESIGNATION -  F 60
 QU0131  PID         -  QU0131
 QU0131  STATE/COUNTY-  MT/POWDER RIVER
 QU0131  USGS QUAD   -  PINE CREEK (1970)
 QU0131
 QU0131                         *CURRENT SURVEY CONTROL
 QU0131  ___________________________________________________________________
 QU0131* NAD 83(1986)-  45 07 58.     (N)    105 19 59.     (W)     SCALED    
 QU0131* NAVD 88     -       988.142  (meters)    3241.93   (feet)  ADJUSTED  
 QU0131  ___________________________________________________________________
 QU0131  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QU0131  DYNAMIC HT  -         987.891 (meters)    3241.11  (feet)  COMP
 QU0131  MODELED GRAV-     980,329.6   (mgal)                       NAVD 88
 QU0131
 QU0131  VERT ORDER  -  FIRST     CLASS II
 QU0131
 QU0131.The horizontal coordinates were scaled from a topographic map and have
 QU0131.an estimated accuracy of +/- 6 seconds.
 QU0131
 QU0131.The orthometric height was determined by differential leveling
 QU0131.and adjusted by the National Geodetic Survey in June 1991..
 QU0131
 QU0131.The geoid height was determined by GEOID03.
 QU0131
 QU0131.The dynamic height is computed by dividing the NAVD 88
 QU0131.geopotential number by the normal gravity value computed on the
 QU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0131.degrees latitude (g = 980.6199 gals.).
 QU0131
 QU0131.The modeled gravity was interpolated from observed gravity values.
 QU0131
 QU0131;                    North         East    Units  Estimated Accuracy
 QU0131;SPC MT       -   106,840.      927,610.      MT  (+/- 180 meters Scaled)
 QU0131
 QU0131                          SUPERSEDED SURVEY CONTROL
 QU0131
 QU0131  NGVD 29 (??/??/92)  987.523  (m)         3239.90   (f) ADJ UNCH    1 2
 QU0131
 QU0131.Superseded values are not recommended for survey control.
 QU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0131.See file dsdata.txt to determine how the superseded data were derived.
 QU0131
 QU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK738977(NAD 83)
 QU0131_MARKER: DB = BENCH MARK DISK
 QU0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0131_STAMPING: F 60 1933
 QU0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0131+STABILITY: SURFACE MOTION
 QU0131
 QU0131  HISTORY     - Date     Condition        Report By
 QU0131  HISTORY     - 1933     MONUMENTED       CGS
 QU0131  HISTORY     - 1970     GOOD             USGS
 QU0131
 QU0131                          STATION DESCRIPTION
 QU0131
 QU0131'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QU0131'23.2 MI S FROM BROADUS.
 QU0131'3.8 MILES SE ALONG U.S. HWY. 212 FROM BROADUS, MONT.  THEN
 QU0131'SOUTH 18.9 MILES ON STATE HWY. 59.  THEN LEFT NE ON RANCH ROAD
 QU0131'FOR 0.3 MI. TO FORK, TAKE RIGHT FOR 0.2 MI. TO RANCH HOUSE.
 QU0131'TAKE TRACK ROAD SE FOR 0.2 MI. TO OLD HWY., THEN SOUTH ON OLD
 QU0131'HWY FOR 0.6 MI. TO BM ON THE RIGHT.  IN THE SE CORNER OF A HAY
 QU0131'FIELD, 40 FT. WEST OF ROAD, 117 FT. N OF GATE.  A STANDARD
 QU0131'DISK, STAMPED F 60 1933 AND SET IN A CONCRETE POST FLUSH WITH
 QU0131'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0194 ***********************************************************************
 QU0194  DESIGNATION -  F 61
 QU0194  PID         -  QU0194
 QU0194  STATE/COUNTY-  MT/POWDER RIVER
 QU0194  USGS QUAD   -  COALWOOD (1973)
 QU0194
 QU0194                         *CURRENT SURVEY CONTROL
 QU0194  ___________________________________________________________________
 QU0194* NAD 83(1986)-  45 43 41.     (N)    105 35 26.     (W)     SCALED    
 QU0194* NAVD 88     -      1019.253  (meters)    3344.00   (feet)  ADJUSTED  
 QU0194  ___________________________________________________________________
 QU0194  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 QU0194  DYNAMIC HT  -        1019.049 (meters)    3343.33  (feet)  COMP
 QU0194  MODELED GRAV-     980,380.7   (mgal)                       NAVD 88
 QU0194
 QU0194  VERT ORDER  -  FIRST     CLASS II
 QU0194
 QU0194.The horizontal coordinates were scaled from a topographic map and have
 QU0194.an estimated accuracy of +/- 6 seconds.
 QU0194
 QU0194.The orthometric height was determined by differential leveling
 QU0194.and adjusted by the National Geodetic Survey in June 1991..
 QU0194
 QU0194.The geoid height was determined by GEOID03.
 QU0194
 QU0194.The dynamic height is computed by dividing the NAVD 88
 QU0194.geopotential number by the normal gravity value computed on the
 QU0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0194.degrees latitude (g = 980.6199 gals.).
 QU0194
 QU0194.The modeled gravity was interpolated from observed gravity values.
 QU0194
 QU0194;                    North         East    Units  Estimated Accuracy
 QU0194;SPC MT       -   171,850.      904,080.      MT  (+/- 180 meters Scaled)
 QU0194
 QU0194                          SUPERSEDED SURVEY CONTROL
 QU0194
 QU0194  NGVD 29 (??/??/92) 1018.587  (m)         3341.81   (f) ADJ UNCH    1 2
 QU0194
 QU0194.Superseded values are not recommended for survey control.
 QU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0194.See file dsdata.txt to determine how the superseded data were derived.
 QU0194
 QU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL540640(NAD 83)
 QU0194_MARKER: DB = BENCH MARK DISK
 QU0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0194_STAMPING: F 61 1933
 QU0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0194+STABILITY: SURFACE MOTION
 QU0194
 QU0194  HISTORY     - Date     Condition        Report By
 QU0194  HISTORY     - 1933     MONUMENTED       CGS
 QU0194  HISTORY     - 1953     GOOD             NGS
 QU0194  HISTORY     - 1985     MARK NOT FOUND   NGS
 QU0194
 QU0194                          STATION DESCRIPTION
 QU0194
 QU0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0194'22.4 MI N FROM BROADUS.
 QU0194'22.4 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE INTERSECTION WITH
 QU0194'THE MAIN NORTH-AND-SOUTH STREET AT BROADUS, POWDER RIVER COUNTY,
 QU0194'52 FEET NORTH OF THE CENTERLINE OF THE NORTH ROAD LEADING TO
 QU0194'COALWOOD, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 QU0194'8.8 FEET NORTH OF THE CORNER OF A WIRE FENCE.  A STANDARD DISK,
 QU0194'STAMPED F 61 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QU0194'6 INCHES ABOVE GROUND.
 QU0194
 QU0194                          STATION RECOVERY (1985)
 QU0194
 QU0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0194'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0272 ***********************************************************************
 RT0272  DESIGNATION -  F 62
 RT0272  PID         -  RT0272
 RT0272  STATE/COUNTY-  MT/CUSTER
 RT0272  USGS QUAD   -  PADDY FAY CREEK (1968)
 RT0272
 RT0272                         *CURRENT SURVEY CONTROL
 RT0272  ___________________________________________________________________
 RT0272* NAD 83(1986)-  46 19 44.     (N)    105 45 52.     (W)     SCALED    
 RT0272* NAVD 88     -       744.647  (meters)    2443.06   (feet)  POSTED    
 RT0272  ___________________________________________________________________
 RT0272  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 RT0272  DYNAMIC HT  -         744.580 (meters)    2442.84  (feet)  COMP
 RT0272  MODELED GRAV-     980,499.9   (mgal)                       NAVD 88
 RT0272
 RT0272  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RT0272
 RT0272.The horizontal coordinates were scaled from a topographic map and have
 RT0272.an estimated accuracy of +/- 6 seconds.
 RT0272
 RT0272.The orthometric height was determined by differential leveling
 RT0272.and adjusted by the National Geodetic Survey in 1992..
 RT0272.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RT0272.rate of 1.1 thru 2.0 mm/km.
 RT0272
 RT0272.The geoid height was determined by GEOID03.
 RT0272
 RT0272.The dynamic height is computed by dividing the NAVD 88
 RT0272.geopotential number by the normal gravity value computed on the
 RT0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0272.degrees latitude (g = 980.6199 gals.).
 RT0272
 RT0272.The modeled gravity was interpolated from observed gravity values.
 RT0272
 RT0272;                    North         East    Units  Estimated Accuracy
 RT0272;SPC MT       -   237,870.      887,390.      MT  (+/- 180 meters Scaled)
 RT0272
 RT0272                          SUPERSEDED SURVEY CONTROL
 RT0272
 RT0272  NGVD 29 (??/??/92)  744.026  (m)         2441.03   (f) ADJ UNCH    1 2
 RT0272
 RT0272.Superseded values are not recommended for survey control.
 RT0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0272.See file dsdata.txt to determine how the superseded data were derived.
 RT0272
 RT0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM411308(NAD 83)
 RT0272_MARKER: DB = BENCH MARK DISK
 RT0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0272_STAMPING: F 62 1933
 RT0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0272+STABILITY: SURFACE MOTION
 RT0272
 RT0272  HISTORY     - Date     Condition        Report By
 RT0272  HISTORY     - 1933     MONUMENTED       CGS
 RT0272
 RT0272                          STATION DESCRIPTION
 RT0272
 RT0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RT0272'8.2 MI S FROM MILES CITY.
 RT0272'8.2 MILES S ALONG U.S. HWY. 312 FROM THE POST OFFICE AT MILES CITY,
 RT0272'CUSTER COUNTY, 1200 FEET E OF HWY, 0.2 MILE OF THE DONALD J. OCHSNER
 RT0272'RANCH HOUSE AND 22 FEET DUE SE (MAG) OF THE 5TH TELEPHONE POLE N OF
 RT0272'THE RANCH HOUSE, 30 FEET N AND 21 FEET W OF FENCE CORNER.  NOTE-- 8.1
 RT0272'MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT MILES CITY,
 RT0272'CUSTER COUNTY, AT A 90-DEGREE CURVE TO THE RIGHT, 0.2 MILE NORTH OF
 RT0272'THE GEORGE HANSEN RANCHHOUSE, 72 FEET EAST OF THE CENTERLINE OF THE
 RT0272'HIGHWAY, AND 30 FEET NORTH OF THE CORNER OF A WIRE FENCE.  A STANDARD
 RT0272'DISK, STAMPED F 62 1933 AND SET IN THE TOP OF A CONCRETE POST
 RT0272'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0341 ***********************************************************************
 TH0341  DESIGNATION -  F 63
 TH0341  PID         -  TH0341
 TH0341  STATE/COUNTY-  MT/ROOSEVELT
 TH0341  USGS QUAD   -  WOLF POINT NE (1972)
 TH0341
 TH0341                         *CURRENT SURVEY CONTROL
 TH0341  ___________________________________________________________________
 TH0341* NAD 83(1992)-  48 07 32.28366(N)    105 30 09.38303(W)     ADJUSTED  
 TH0341* NAVD 88     -       607.905  (meters)    1994.43   (feet)  ADJUSTED  
 TH0341  ___________________________________________________________________
 TH0341  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 TH0341  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TH0341  DYNAMIC HT  -         607.978 (meters)    1994.67  (feet)  COMP
 TH0341  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 TH0341
 TH0341  HORZ ORDER  -  SECOND
 TH0341  VERT ORDER  -  SECOND    CLASS 0
 TH0341
 TH0341.The horizontal coordinates were established by classical geodetic methods
 TH0341.and adjusted by the National Geodetic Survey in July 1992..
 TH0341
 TH0341.The orthometric height was determined by differential leveling
 TH0341.and adjusted by the National Geodetic Survey in June 1991..
 TH0341
 TH0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0341
 TH0341.The geoid height was determined by GEOID03.
 TH0341
 TH0341.The dynamic height is computed by dividing the NAVD 88
 TH0341.geopotential number by the normal gravity value computed on the
 TH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0341.degrees latitude (g = 980.6199 gals.).
 TH0341
 TH0341.The modeled gravity was interpolated from observed gravity values.
 TH0341
 TH0341;                    North         East     Units Scale Factor Converg.
 TH0341;SPC MT       -   438,248.036   897,328.408   MT  0.99958198   +2 55 26.8
 TH0341;SPC MT       - 1,437,821.64  2,943,990.84   iFT  0.99958198   +2 55 26.8
 TH0341;UTM  13      - 5,330,386.264   462,598.994   MT  0.99961719   -0 22 27.3
 TH0341
 TH0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0341!SPC MT       -   0.99990744  x   0.99958198  =   0.99948946
 TH0341!UTM  13      -   0.99990744  x   0.99961719  =   0.99952466
 TH0341
 TH0341                          SUPERSEDED SURVEY CONTROL
 TH0341
 TH0341  NAD 83(1986)-  48 07 32.28319(N)    105 30 09.37757(W) AD(       ) 2
 TH0341  NAD 27      -  48 07 32.22331(N)    105 30 07.40044(W) AD(       ) 2
 TH0341  NGVD 29 (??/??/92)  607.311  (m)         1992.49   (f) ADJ UNCH    2 0
 TH0341
 TH0341.Superseded values are not recommended for survey control.
 TH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0341.See file dsdata.txt to determine how the superseded data were derived.
 TH0341
 TH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP6259930386(NAD 83)
 TH0341_MARKER: DB = BENCH MARK DISK
 TH0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0341_STAMPING: F 63 1934
 TH0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0341+STABILITY: SURFACE MOTION
 TH0341
 TH0341  HISTORY     - Date     Condition        Report By
 TH0341  HISTORY     - 1934     MONUMENTED       CGS
 TH0341  HISTORY     - 1941     GOOD             NGS
 TH0341  HISTORY     - 1972     MARK NOT FOUND   USGS
 TH0341
 TH0341                          STATION DESCRIPTION
 TH0341
 TH0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (FXP)
 TH0341'THIS IS A TRAVERSE STATION.
 TH0341'
 TH0341'THE STATION IS ABOUT 7 MILES EAST-NORTHEAST OF WOLF POINT, IN THE
 TH0341'NORTHEAST ANGLE FORMED BY U.S. HIGHWAY 2 AND STATE HIGHWAY 13
 TH0341'NORTH.  IT IS 59 FEET EAST OF STATE HIGHWAY 13 NORTH AND 144 FEET
 TH0341'NORTH OF U.S. HIGHWAY 2.  THE MARK IS A STANDARD COAST SURVEY
 TH0341'BENCH MARK DISK SET IN THE TOP OF A 4-BY 4-INCH CONCRETE POST THAT
 TH0341'PROJECTS 3 INCHES AND THE DISK IS STAMPED F 63 1934.  IT IS WEST OF
 TH0341'TRIANGULATION STATION TWO.
 TH0341'
 TH0341'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TWO AND THE
 TH0341'DISTANCE WAS FOUND TO BE 108.223 METERS 355.06 FEET.
 TH0341
 TH0341                          STATION RECOVERY (1941)
 TH0341
 TH0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 TH0341'1.2 MI N FROM MACON.
 TH0341'1.2 MILES NORTH ALONG STATE HIGHWAY 13 FROM MACON, ROOSEVELT COUNTY,
 TH0341'AT THE INTERSECTION WITH U.S. HIGHWAY 2, 136 FEET NORTH OF THE
 TH0341'CENTERLINE OF U.S. HIGHWAY 2, AND 54 FEET EAST OF THE CENTERLINE OF
 TH0341'STATE HIGHWAY 13.  A STANDARD DISK, STAMPED F 63 1934 AND SET IN THE
 TH0341'TOP OF A CONCRETE POST.
 TH0341
 TH0341                          STATION RECOVERY (1972)
 TH0341
 TH0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TH0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0157 ***********************************************************************
 TH0157  DESIGNATION -  F 64
 TH0157  PID         -  TH0157
 TH0157  STATE/COUNTY-  MT/SHERIDAN
 TH0157  USGS QUAD   -  REDSTONE (1983)
 TH0157
 TH0157                         *CURRENT SURVEY CONTROL
 TH0157  ___________________________________________________________________
 TH0157* NAD 83(1986)-  48 48 51.     (N)    104 59 36.     (W)     SCALED    
 TH0157* NAVD 88     -       661.188  (meters)    2169.25   (feet)  ADJUSTED  
 TH0157  ___________________________________________________________________
 TH0157  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0157  DYNAMIC HT  -         661.306 (meters)    2169.63  (feet)  COMP
 TH0157  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 TH0157
 TH0157  VERT ORDER  -  SECOND    CLASS 0
 TH0157
 TH0157.The horizontal coordinates were scaled from a topographic map and have
 TH0157.an estimated accuracy of +/- 6 seconds.
 TH0157
 TH0157.The orthometric height was determined by differential leveling
 TH0157.and adjusted by the National Geodetic Survey in June 1991..
 TH0157
 TH0157.The geoid height was determined by GEOID03.
 TH0157
 TH0157.The dynamic height is computed by dividing the NAVD 88
 TH0157.geopotential number by the normal gravity value computed on the
 TH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0157.degrees latitude (g = 980.6199 gals.).
 TH0157
 TH0157.The modeled gravity was interpolated from observed gravity values.
 TH0157
 TH0157;                    North         East    Units  Estimated Accuracy
 TH0157;SPC MT       -   516,720.      930,770.      MT  (+/- 180 meters Scaled)
 TH0157
 TH0157                          SUPERSEDED SURVEY CONTROL
 TH0157
 TH0157  NGVD 29 (??/??/92)  660.644  (m)         2167.46   (f) ADJ UNCH    2 0
 TH0157
 TH0157.Superseded values are not recommended for survey control.
 TH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0157.See file dsdata.txt to determine how the superseded data were derived.
 TH0157
 TH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ004067(NAD 83)
 TH0157_MARKER: DB = BENCH MARK DISK
 TH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0157_STAMPING: F 64 1934
 TH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0157+STABILITY: SURFACE MOTION
 TH0157
 TH0157  HISTORY     - Date     Condition        Report By
 TH0157  HISTORY     - 1934     MONUMENTED       CGS
 TH0157  HISTORY     - 1977     GOOD             USGS
 TH0157
 TH0157                          STATION DESCRIPTION
 TH0157
 TH0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0157'2.7 MI W FROM REDSTONE.
 TH0157'2.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0157'REDSTONE, SHERIDAN COUNTY, 96 YARDS SOUTH OF THE SOUTH END OF BRIDGE
 TH0157'77.1, 56 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 11 FEET EAST OF
 TH0157'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 64 1934 AND SET IN
 TH0157'THE TOP OF A CONCRETE POST.
 TH0157
 TH0157                          STATION RECOVERY (1977)
 TH0157
 TH0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0157'2.7 MILES WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TH0157'STATION AT REDSTONE, SHERIDAN COUNTY, 96 YARDS WEST OF THE WEST END
 TH0157'OF BRIDGE 77.1, 62 FEET NORTH OF THE CENTERLINE OF THE TRACK, 11 FEET
 TH0157'SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED F 64 1934
 TH0157'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0308 ***********************************************************************
 SR0308  DESIGNATION -  F 65
 SR0308  PID         -  SR0308
 SR0308  STATE/COUNTY-  MT/FERGUS
 SR0308  USGS QUAD   -  REPPE BUTTE (1985)
 SR0308
 SR0308                         *CURRENT SURVEY CONTROL
 SR0308  ___________________________________________________________________
 SR0308* NAD 83(1986)-  47 43 19.     (N)    109 03 22.     (W)     SCALED    
 SR0308* NAVD 88     -       983.040  (meters)    3225.19   (feet)  ADJUSTED  
 SR0308  ___________________________________________________________________
 SR0308  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 SR0308  DYNAMIC HT  -         983.056 (meters)    3225.24  (feet)  COMP
 SR0308  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 SR0308
 SR0308  VERT ORDER  -  FIRST     CLASS II
 SR0308
 SR0308.The horizontal coordinates were scaled from a topographic map and have
 SR0308.an estimated accuracy of +/- 6 seconds.
 SR0308
 SR0308.The orthometric height was determined by differential leveling
 SR0308.and adjusted by the National Geodetic Survey in June 1991..
 SR0308
 SR0308.The geoid height was determined by GEOID03.
 SR0308
 SR0308.The dynamic height is computed by dividing the NAVD 88
 SR0308.geopotential number by the normal gravity value computed on the
 SR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0308.degrees latitude (g = 980.6199 gals.).
 SR0308
 SR0308.The modeled gravity was interpolated from observed gravity values.
 SR0308
 SR0308;                    North         East    Units  Estimated Accuracy
 SR0308;SPC MT       -   385,890.      633,290.      MT  (+/- 180 meters Scaled)
 SR0308
 SR0308                          SUPERSEDED SURVEY CONTROL
 SR0308
 SR0308  NGVD 29 (??/??/92)  982.266  (m)         3222.65   (f) ADJ UNCH    1 2
 SR0308
 SR0308.Superseded values are not recommended for survey control.
 SR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0308.See file dsdata.txt to determine how the superseded data were derived.
 SR0308
 SR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT457872(NAD 83)
 SR0308_MARKER: DB = BENCH MARK DISK
 SR0308_SETTING: 66 = SET IN ROCK OUTCROP
 SR0308_SP_SET: ROCK OUTCROP
 SR0308_STAMPING: 3222.651 F 65 1933
 SR0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0308+STABILITY: POSITION/ELEVATION WELL
 SR0308
 SR0308  HISTORY     - Date     Condition        Report By
 SR0308  HISTORY     - 1933     MONUMENTED       CGS
 SR0308  HISTORY     - 1934     GOOD             NGS
 SR0308  HISTORY     - 1979     GOOD             USGS
 SR0308
 SR0308                          STATION DESCRIPTION
 SR0308
 SR0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0308'24.5 MI NE FROM WINIFRED.
 SR0308'24.5 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM WINIFRED, FERGUS
 SR0308'COUNTY, AT THE SOUTH END OF A RIDGE, 100 FEET NORTH OF THE EVERETT
 SR0308'HESS RANCH HOUSE, 220 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 SR0308'IN THE TOP OF A ROCK OUTCROP ABOUT FLUSH WITH THE GROUND.  A STANDARD
 SR0308'DISK, STAMPED 3222.651 F 65 1933.
 SR0308
 SR0308                          STATION RECOVERY (1979)
 SR0308
 SR0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0308'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0308'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0308'0.5 MILE NORTH, 1.9 MILES EAST, 1.0 MILE NORTH, 3.95 MILES EAST, 1.0
 SR0308'MILE NORTH, 2.0 MILES EAST AND 8.0 MILES NORTH, NORTHEAST ALL ALONG A
 SR0308'GRAVELED ROAD TO CURVE EAST IN GRAVELED ROAD. CONTINUE EAST FOR 1.0
 SR0308'MILE TO END OF GRAVELED ROAD AT DRIVEWAY SOUTH. CONTINUE EAST FOR 2.0
 SR0308'MILES ALONG DIRT ROAD TO CURVE NORTHEAST IN DIRT ROAD. CONTINUE
 SR0308'NORTHEAST ALONG DIRT ROAD FOR 1.85 MILES. NEAR THE SOUTHWEST CORNER
 SR0308'OF THE NORTHEAST 1/4 OF SECTION 32 T23N R21E. THE BENCH MARK IS AT
 SR0308'THE SOUTH END OF A SHORT RIDGE WHICH IS EAST OF A MORE PROMINENT
 SR0308'NORTH-SOUTH RIDGE. ABOUT 200 FEET WEST OF THE CENTERLINE OF DIRT ROAD
 SR0308'AND ABOUT 200 FEET SOUTHWEST OF A PINE TREE ON THE TOP OF THE RIDGE.
 SR0308'SET IN A SMALL ROCK OUTCROP AND STAMPED 3222.651 F-65 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0018 ***********************************************************************
 SR0018  DESIGNATION -  F 66
 SR0018  PID         -  SR0018
 SR0018  STATE/COUNTY-  MT/PHILLIPS
 SR0018  USGS QUAD   -  COBURN BUTTE (1971)
 SR0018
 SR0018                         *CURRENT SURVEY CONTROL
 SR0018  ___________________________________________________________________
 SR0018* NAD 83(1986)-  47 57 20.     (N)    108 18 36.     (W)     SCALED    
 SR0018* NAVD 88     -       928.511  (meters)    3046.29   (feet)  ADJUSTED  
 SR0018  ___________________________________________________________________
 SR0018  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 SR0018  DYNAMIC HT  -         928.530 (meters)    3046.35  (feet)  COMP
 SR0018  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 SR0018
 SR0018  VERT ORDER  -  FIRST     CLASS II
 SR0018
 SR0018.The horizontal coordinates were scaled from a topographic map and have
 SR0018.an estimated accuracy of +/- 6 seconds.
 SR0018
 SR0018.The orthometric height was determined by differential leveling
 SR0018.and adjusted by the National Geodetic Survey in June 1991..
 SR0018
 SR0018.The geoid height was determined by GEOID03.
 SR0018
 SR0018.The dynamic height is computed by dividing the NAVD 88
 SR0018.geopotential number by the normal gravity value computed on the
 SR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0018.degrees latitude (g = 980.6199 gals.).
 SR0018
 SR0018.The modeled gravity was interpolated from observed gravity values.
 SR0018
 SR0018;                    North         East    Units  Estimated Accuracy
 SR0018;SPC MT       -   412,430.      688,840.      MT  (+/- 180 meters Scaled)
 SR0018
 SR0018                          SUPERSEDED SURVEY CONTROL
 SR0018
 SR0018  NGVD 29 (??/??/92)  927.731  (m)         3043.73   (f) ADJ UNCH    1 2
 SR0018
 SR0018.Superseded values are not recommended for survey control.
 SR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0018.See file dsdata.txt to determine how the superseded data were derived.
 SR0018
 SR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYU008148(NAD 83)
 SR0018_MARKER: DB = BENCH MARK DISK
 SR0018_SETTING: 80 = SET IN A BOULDER
 SR0018_STAMPING: 3043.731 F 66 1933
 SR0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0018+STABILITY: SURFACE MOTION
 SR0018
 SR0018  HISTORY     - Date     Condition        Report By
 SR0018  HISTORY     - 1933     MONUMENTED       CGS
 SR0018  HISTORY     - 1965     GOOD             USGS
 SR0018  HISTORY     - 1980     GOOD             NGS
 SR0018
 SR0018                          STATION DESCRIPTION
 SR0018
 SR0018'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SR0018'12.5 MI NE FROM ZORTMAN.
 SR0018'ZORTMAN, 8.5 MI. E. ALONG GRADED ROAD, THENCE 4.0 MI. NE ALONG U.S.
 SR0018'HIGHWAY NO. 191.  645 FT. E. OF CENTERLINE HWY. AT CULVERT.  615 FT.
 SR0018'S. OF CENTERLINE HWY. AT ACCESS TURNOFF SE.  ON THE SW SLOPE OF A
 SR0018'HILL.  IN THE TOP OF A LARGE FLAT GRANITE BOULDER, 0.3 FT. ABOVE
 SR0018'NORMAL GROUND, STANDARD TABLET STAMPED 3043.731 F 66 1933.
 SR0018
 SR0018                          STATION RECOVERY (1980)
 SR0018
 SR0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0018'57.6 KM (35.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0018'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 SR0018'1.1 KM (0.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 SR0018'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, 146.4 METERS (483.5 FT)
 SR0018'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 130.3 METERS (427.5
 SR0018'FT) SOUTHEAST OF A POWER POLE, 141.3 METERS (463.5 FT) SOUTHEAST OF
 SR0018'MILE POST 122, 125.6 METERS (412.0 FT) SOUTHEAST OF A FENCE, AND
 SR0018'21.2 METERS (69.5 FT) SOUTHEAST OF THE CENTER OF AN OLD ROAD BED.
 SR0018'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 SR0018'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0285 ***********************************************************************
 QY0285  DESIGNATION -  F 67
 QY0285  PID         -  QY0285
 QY0285  STATE/COUNTY-  MT/BEAVERHEAD
 QY0285  USGS QUAD   -  FOX GULCH (1988)
 QY0285
 QY0285                         *CURRENT SURVEY CONTROL
 QY0285  ___________________________________________________________________
 QY0285* NAD 83(1986)-  45 26 57.     (N)    113 27 27.     (W)     SCALED    
 QY0285* NAVD 88     -      1930.874  (meters)    6334.88   (feet)  ADJUSTED  
 QY0285  ___________________________________________________________________
 QY0285  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 QY0285  DYNAMIC HT  -        1929.892 (meters)    6331.65  (feet)  COMP
 QY0285  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 QY0285
 QY0285  VERT ORDER  -  SECOND    CLASS 0
 QY0285
 QY0285.The horizontal coordinates were scaled from a topographic map and have
 QY0285.an estimated accuracy of +/- 6 seconds.
 QY0285
 QY0285.The orthometric height was determined by differential leveling
 QY0285.and adjusted by the National Geodetic Survey in June 1991..
 QY0285
 QY0285.The geoid height was determined by GEOID03.
 QY0285
 QY0285.The dynamic height is computed by dividing the NAVD 88
 QY0285.geopotential number by the normal gravity value computed on the
 QY0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0285.degrees latitude (g = 980.6199 gals.).
 QY0285
 QY0285.The modeled gravity was interpolated from observed gravity values.
 QY0285
 QY0285;                    North         East    Units  Estimated Accuracy
 QY0285;SPC MT       -   141,090.      290,620.      MT  (+/- 180 meters Scaled)
 QY0285
 QY0285                          SUPERSEDED SURVEY CONTROL
 QY0285
 QY0285  NGVD 29 (??/??/92) 1929.530  (m)         6330.47   (f) ADJ UNCH    2 0
 QY0285
 QY0285.Superseded values are not recommended for survey control.
 QY0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0285.See file dsdata.txt to determine how the superseded data were derived.
 QY0285
 QY0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR078357(NAD 83)
 QY0285_MARKER: DB = BENCH MARK DISK
 QY0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0285_SP_SET: FOUNDATION
 QY0285_STAMPING: F 67 1934
 QY0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0285
 QY0285  HISTORY     - Date     Condition        Report By
 QY0285  HISTORY     - 1934     MONUMENTED       CGS
 QY0285  HISTORY     - 1974     GOOD             USGS
 QY0285
 QY0285                          STATION DESCRIPTION
 QY0285
 QY0285'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QY0285'5.6 MI N FROM JACKSON.
 QY0285'5.6 MILES NORTH ALONG STATE HWY. 278 FROM SCHOOL HOUSE AT JACKSON,
 QY0285'MONTANA, 57 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE CONCRETE
 QY0285'FOUNDATION OF THE OLD FOX SCHOOL, 63 FEET WEST OF THE CENTERLINE OF
 QY0285'THE HIGHWAY AND 3 FEET WEST OF WEST ROW FENCE AS DESCRIBED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0174 ***********************************************************************
 QY0174  DESIGNATION -  F 68
 QY0174  PID         -  QY0174
 QY0174  STATE/COUNTY-  MT/BEAVERHEAD
 QY0174  USGS QUAD   -  BURNS MOUNTAIN (1979)
 QY0174
 QY0174                         *CURRENT SURVEY CONTROL
 QY0174  ___________________________________________________________________
 QY0174* NAD 83(1986)-  45 13 58.     (N)    112 47 33.     (W)     SCALED    
 QY0174* NAVD 88     -      1716.737  (meters)    5632.33   (feet)  ADJUSTED  
 QY0174  ___________________________________________________________________
 QY0174  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 QY0174  DYNAMIC HT  -        1715.961 (meters)    5629.78  (feet)  COMP
 QY0174  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 QY0174
 QY0174  VERT ORDER  -  SECOND    CLASS 0
 QY0174
 QY0174.The horizontal coordinates were scaled from a topographic map and have
 QY0174.an estimated accuracy of +/- 6 seconds.
 QY0174
 QY0174.The orthometric height was determined by differential leveling
 QY0174.and adjusted by the National Geodetic Survey in June 1991..
 QY0174
 QY0174.The geoid height was determined by GEOID03.
 QY0174
 QY0174.The dynamic height is computed by dividing the NAVD 88
 QY0174.geopotential number by the normal gravity value computed on the
 QY0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0174.degrees latitude (g = 980.6199 gals.).
 QY0174
 QY0174.The modeled gravity was interpolated from observed gravity values.
 QY0174
 QY0174;                    North         East    Units  Estimated Accuracy
 QY0174;SPC MT       -   114,670.      341,560.      MT  (+/- 180 meters Scaled)
 QY0174
 QY0174                          SUPERSEDED SURVEY CONTROL
 QY0174
 QY0174  NGVD 29 (??/??/92) 1715.522  (m)         5628.34   (f) ADJ UNCH    2 0
 QY0174
 QY0174.Superseded values are not recommended for survey control.
 QY0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0174.See file dsdata.txt to determine how the superseded data were derived.
 QY0174
 QY0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR592103(NAD 83)
 QY0174_MARKER: DB = BENCH MARK DISK
 QY0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0174_STAMPING: F 68 1934
 QY0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0174+STABILITY: SURFACE MOTION
 QY0174
 QY0174  HISTORY     - Date     Condition        Report By
 QY0174  HISTORY     - 1934     MONUMENTED       CGS
 QY0174  HISTORY     - 1952     MARK NOT FOUND   NGS
 QY0174
 QY0174                          STATION DESCRIPTION
 QY0174
 QY0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 QY0174'8.4 MI W FROM DILLON.
 QY0174'8.4 MILES WEST ALONG STATE HIGHWAY 36 FROM THE UNION PACIFIC RAILROAD
 QY0174'STATION AT DILLON, BEAVERHEAD COUNTY, 0.6 MILE SOUTHWEST OF
 QY0174'RATTLESNAKE CREEK, 310 FEET NORTHEAST OF THE JUNCTION OF ARGENTA ROAD,
 QY0174'46 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH
 QY0174'OF A CAIRN.  A STANDARD DISK, STAMPED F 68 1934 AND SET IN THE TOP OF
 QY0174'A CONCRETE POST.  NOTE-- IT WAS REPORTED IN OCTOBER 1946 THAT A ROAD
 QY0174'GRADER HAS HIT THIS BENCH MARK AND MOVED IT TO ONE SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0450 ***********************************************************************
 RX0450  DESIGNATION -  F 69
 RX0450  PID         -  RX0450
 RX0450  STATE/COUNTY-  MT/DEER LODGE
 RX0450  USGS QUAD   -  ANACONDA SOUTH (1996)
 RX0450
 RX0450                         *CURRENT SURVEY CONTROL
 RX0450  ___________________________________________________________________
 RX0450* NAD 83(1986)-  46 05 08.     (N)    112 54 27.     (W)     SCALED    
 RX0450* NAVD 88     -      1638.522  (meters)    5375.72   (feet)  ADJUSTED  
 RX0450  ___________________________________________________________________
 RX0450  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 RX0450  DYNAMIC HT  -        1637.912 (meters)    5373.72  (feet)  COMP
 RX0450  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 RX0450
 RX0450  VERT ORDER  -  SECOND    CLASS 0
 RX0450
 RX0450.The horizontal coordinates were scaled from a topographic map and have
 RX0450.an estimated accuracy of +/- 6 seconds.
 RX0450
 RX0450.The orthometric height was determined by differential leveling
 RX0450.and adjusted by the National Geodetic Survey in June 1991..
 RX0450
 RX0450.The geoid height was determined by GEOID03.
 RX0450
 RX0450.The dynamic height is computed by dividing the NAVD 88
 RX0450.geopotential number by the normal gravity value computed on the
 RX0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0450.degrees latitude (g = 980.6199 gals.).
 RX0450
 RX0450.The modeled gravity was interpolated from observed gravity values.
 RX0450
 RX0450;                    North         East    Units  Estimated Accuracy
 RX0450;SPC MT       -   209,710.      336,660.      MT  (+/- 180 meters Scaled)
 RX0450
 RX0450                          SUPERSEDED SURVEY CONTROL
 RX0450
 RX0450  NGVD 29 (??/??/92) 1637.332  (m)         5371.81   (f) ADJ UNCH    2 0
 RX0450
 RX0450.Superseded values are not recommended for survey control.
 RX0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0450.See file dsdata.txt to determine how the superseded data were derived.
 RX0450
 RX0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS525053(NAD 83)
 RX0450_MARKER: DB = BENCH MARK DISK
 RX0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0450_STAMPING: F 69 1934
 RX0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0450+STABILITY: SURFACE MOTION
 RX0450
 RX0450  HISTORY     - Date     Condition        Report By
 RX0450  HISTORY     - 1934     MONUMENTED       CGS
 RX0450  HISTORY     - 1958     POOR             USGS
 RX0450  HISTORY     - 19871104 MARK NOT FOUND   USPSQD
 RX0450
 RX0450                          STATION DESCRIPTION
 RX0450
 RX0450'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX0450'1.9 MI SE FROM ANACONDA.
 RX0450'1.9 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 43 FROM THE CROSSING OF
 RX0450'THE BUTTE, ANACONDA AND PACIFIC RAILWAY AT ANACONDA, DEER LODGE
 RX0450'COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 66 FEET
 RX0450'SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 87 FEET SOUTHEAST FROM
 RX0450'CENTERLINE OF THE HIGHWAY AND DIRT ROAD, 63 FEET SOUTH FROM THE
 RX0450'CENTERLINE OF THE DIRT ROAD.  A STANDARD DISK, STAMPED F 69 1934 AND
 RX0450'SET IN THE TOP OF A CONCRETE POST.
 RX0450
 RX0450                          STATION RECOVERY (1987)
 RX0450
 RX0450'RECOVERY NOTE BY US POWER SQUADRON 1987 (CR)
 RX0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0279 ***********************************************************************
 QV0279  DESIGNATION -  F 7
 QV0279  PID         -  QV0279
 QV0279  STATE/COUNTY-  MT/GALLATIN
 QV0279  USGS QUAD   -  POMPEYS PILLAR (1980)
 QV0279
 QV0279                         *CURRENT SURVEY CONTROL
 QV0279  ___________________________________________________________________
 QV0279* NAD 83(1986)-  45 54 56.     (N)    107 59 19.     (W)     SCALED    
 QV0279* NAVD 88     -       923.604  (meters)    3030.19   (feet)  ADJUSTED  
 QV0279  ___________________________________________________________________
 QV0279  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 QV0279  DYNAMIC HT  -         923.433 (meters)    3029.63  (feet)  COMP
 QV0279  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 QV0279
 QV0279  VERT ORDER  -  FIRST     CLASS II
 QV0279
 QV0279.The horizontal coordinates were scaled from a topographic map and have
 QV0279.an estimated accuracy of +/- 6 seconds.
 QV0279
 QV0279.The orthometric height was determined by differential leveling
 QV0279.and adjusted by the National Geodetic Survey in June 1991..
 QV0279
 QV0279.The geoid height was determined by GEOID03.
 QV0279
 QV0279.The dynamic height is computed by dividing the NAVD 88
 QV0279.geopotential number by the normal gravity value computed on the
 QV0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0279.degrees latitude (g = 980.6199 gals.).
 QV0279
 QV0279.The modeled gravity was interpolated from observed gravity values.
 QV0279
 QV0279;                    North         East    Units  Estimated Accuracy
 QV0279;SPC MT       -   186,230.      717,200.      MT  (+/- 180 meters Scaled)
 QV0279
 QV0279                          SUPERSEDED SURVEY CONTROL
 QV0279
 QV0279  NGVD 29 (??/??/92)  922.877  (m)         3027.81   (f) ADJ UNCH    1 2
 QV0279
 QV0279.Superseded values are not recommended for survey control.
 QV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0279.See file dsdata.txt to determine how the superseded data were derived.
 QV0279
 QV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL682890(NAD 83)
 QV0279_MARKER: B = BOLT
 QV0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0279_SP_SET: ABUTMENT
 QV0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0279
 QV0279  HISTORY     - Date     Condition        Report By
 QV0279  HISTORY     - UNK      MONUMENTED       CGS
 QV0279  HISTORY     - 1957     GOOD             NGS
 QV0279
 QV0279                          STATION DESCRIPTION
 QV0279
 QV0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0279'17.45 MI E FROM HUNTLEY.
 QV0279'ABOUT 17.45 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0279'RAILROAD FROM THE STATION AT HUNTLEY, IN THE TOP OF THE NORTHEAST END
 QV0279'OF THE NORTHWEST ABUTMENT OF BRIDGE 811.57, 6 FEET NORTHEAST OF THE
 QV0279'NORTHEAST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0269 ***********************************************************************
 ST0269  DESIGNATION -  F 7 U
 ST0269  PID         -  ST0269
 ST0269  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0269  USGS QUAD   -  AUGUSTA (1963)
 ST0269
 ST0269                         *CURRENT SURVEY CONTROL
 ST0269  ___________________________________________________________________
 ST0269* NAD 83(1986)-  47 27 02.     (N)    112 27 30.     (W)     SCALED    
 ST0269* NAVD 88     -      1313.760  (meters)    4310.23   (feet)  ADJUSTED  
 ST0269  ___________________________________________________________________
 ST0269  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 ST0269  DYNAMIC HT  -        1313.568 (meters)    4309.60  (feet)  COMP
 ST0269  MODELED GRAV-     980,420.8   (mgal)                       NAVD 88
 ST0269
 ST0269  VERT ORDER  -  SECOND    CLASS 0
 ST0269
 ST0269.The horizontal coordinates were scaled from a topographic map and have
 ST0269.an estimated accuracy of +/- 6 seconds.
 ST0269
 ST0269.The orthometric height was determined by differential leveling
 ST0269.and adjusted by the National Geodetic Survey in June 1991..
 ST0269
 ST0269.The geoid height was determined by GEOID03.
 ST0269
 ST0269.The dynamic height is computed by dividing the NAVD 88
 ST0269.geopotential number by the normal gravity value computed on the
 ST0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0269.degrees latitude (g = 980.6199 gals.).
 ST0269
 ST0269.The modeled gravity was interpolated from observed gravity values.
 ST0269
 ST0269;                    North         East    Units  Estimated Accuracy
 ST0269;SPC MT       -   359,850.      377,080.      MT  (+/- 180 meters Scaled)
 ST0269
 ST0269                          SUPERSEDED SURVEY CONTROL
 ST0269
 ST0269  NGVD 29 (??/??/92) 1312.734  (m)         4306.86   (f) ADJ UNCH    2 0
 ST0269
 ST0269.Superseded values are not recommended for survey control.
 ST0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0269.See file dsdata.txt to determine how the superseded data were derived.
 ST0269
 ST0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT900562(NAD 83)
 ST0269_MARKER: DS = TRIANGULATION STATION DISK
 ST0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0269_STAMPING: F 7 U 1961
 ST0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0269+STABILITY: SURFACE MOTION
 ST0269
 ST0269  HISTORY     - Date     Condition        Report By
 ST0269  HISTORY     - 1961     MONUMENTED       CGS
 ST0269
 ST0269                          STATION DESCRIPTION
 ST0269
 ST0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0269'4.6 MI SW FROM AUGUSTA.
 ST0269'3.9 MILES SOUTHWEST ALONG STATE SECONDARY HIGHWAY 434 FROM THE POST
 ST0269'OFFICE AT AUGUSTA, THENCE 0.7 MILE WEST ALONG SMITH CREEK ROAD, 43 1/2
 ST0269'FEET NORTH OF THE CENTER LINE OF THE ROAD, 88 FEET EAST OF THE CENTER
 ST0269'OF A WIRE GATE, 53.5 FEET SOUTH-SOUTHWEST OF F 7 U R.M. 1, 52.0 FEET
 ST0269'WEST OF F 7 U R.M. 2, 5.0 FEET NORTH OF A FENCE, 4.0 FEET NORTH OF A
 ST0269'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0269'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0267 ***********************************************************************
 ST0267  DESIGNATION -  F 7 U AZ MK
 ST0267  PID         -  ST0267
 ST0267  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0267  USGS QUAD   -  AUGUSTA (1963)
 ST0267
 ST0267                         *CURRENT SURVEY CONTROL
 ST0267  ___________________________________________________________________
 ST0267* NAD 83(1986)-  47 27 03.     (N)    112 26 48.     (W)     SCALED    
 ST0267* NAVD 88     -      1306.036  (meters)    4284.89   (feet)  ADJUSTED  
 ST0267  ___________________________________________________________________
 ST0267  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 ST0267  DYNAMIC HT  -        1305.847 (meters)    4284.27  (feet)  COMP
 ST0267  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 ST0267
 ST0267  VERT ORDER  -  SECOND    CLASS 0
 ST0267
 ST0267.The horizontal coordinates were scaled from a topographic map and have
 ST0267.an estimated accuracy of +/- 6 seconds.
 ST0267
 ST0267.The orthometric height was determined by differential leveling
 ST0267.and adjusted by the National Geodetic Survey in June 1991..
 ST0267
 ST0267.The geoid height was determined by GEOID03.
 ST0267
 ST0267.The dynamic height is computed by dividing the NAVD 88
 ST0267.geopotential number by the normal gravity value computed on the
 ST0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0267.degrees latitude (g = 980.6199 gals.).
 ST0267
 ST0267.The modeled gravity was interpolated from observed gravity values.
 ST0267
 ST0267;                    North         East    Units  Estimated Accuracy
 ST0267;SPC MT       -   359,850.      377,960.      MT  (+/- 180 meters Scaled)
 ST0267
 ST0267                          SUPERSEDED SURVEY CONTROL
 ST0267
 ST0267  NGVD 29 (??/??/92) 1305.013  (m)         4281.53   (f) ADJ UNCH    2 0
 ST0267
 ST0267.Superseded values are not recommended for survey control.
 ST0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0267.See file dsdata.txt to determine how the superseded data were derived.
 ST0267
 ST0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT909562(NAD 83)
 ST0267_MARKER: DZ = AZIMUTH MARK DISK
 ST0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0267_STAMPING: F 7 U 1961
 ST0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0267+STABILITY: SURFACE MOTION
 ST0267
 ST0267  HISTORY     - Date     Condition        Report By
 ST0267  HISTORY     - 1961     MONUMENTED       CGS
 ST0267
 ST0267                          STATION DESCRIPTION
 ST0267
 ST0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0267'4.05 MI SW FROM AUGUSTA.
 ST0267'3.9 MILES SOUTHWEST ALONG STATE SECONDARY HIGHWAY 434 FROM THE POST
 ST0267'OFFICE AT AUGUSTA, THENCE 0.15 MILE WEST ALONG SMITH CREEK ROAD, ON
 ST0267'TOP OF A HILL, 44 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 ST0267'ROAD, 6.5 FEET SOUTH-SOUTHEAST OF A FENCE, 1.5 FEET SOUTH- SOUTHEAST
 ST0267'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0267'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0270 ***********************************************************************
 ST0270  DESIGNATION -  F 7 U RM 1
 ST0270  PID         -  ST0270
 ST0270  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0270  USGS QUAD   -  AUGUSTA (1963)
 ST0270
 ST0270                         *CURRENT SURVEY CONTROL
 ST0270  ___________________________________________________________________
 ST0270* NAD 83(1986)-  47 27 01.     (N)    112 27 30.     (W)     SCALED    
 ST0270* NAVD 88     -      1314.059  (meters)    4311.21   (feet)  ADJUSTED  
 ST0270  ___________________________________________________________________
 ST0270  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 ST0270  DYNAMIC HT  -        1313.866 (meters)    4310.58  (feet)  COMP
 ST0270  MODELED GRAV-     980,420.8   (mgal)                       NAVD 88
 ST0270
 ST0270  VERT ORDER  -  SECOND    CLASS 0
 ST0270
 ST0270.The horizontal coordinates were scaled from a topographic map and have
 ST0270.an estimated accuracy of +/- 6 seconds.
 ST0270
 ST0270.The orthometric height was determined by differential leveling
 ST0270.and adjusted by the National Geodetic Survey in June 1991..
 ST0270
 ST0270.The geoid height was determined by GEOID03.
 ST0270
 ST0270.The dynamic height is computed by dividing the NAVD 88
 ST0270.geopotential number by the normal gravity value computed on the
 ST0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0270.degrees latitude (g = 980.6199 gals.).
 ST0270
 ST0270.The modeled gravity was interpolated from observed gravity values.
 ST0270
 ST0270;                    North         East    Units  Estimated Accuracy
 ST0270;SPC MT       -   359,820.      377,080.      MT  (+/- 180 meters Scaled)
 ST0270
 ST0270                          SUPERSEDED SURVEY CONTROL
 ST0270
 ST0270  NGVD 29 (??/??/92) 1313.033  (m)         4307.84   (f) ADJ UNCH    2 0
 ST0270
 ST0270.Superseded values are not recommended for survey control.
 ST0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0270.See file dsdata.txt to determine how the superseded data were derived.
 ST0270
 ST0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT900562(NAD 83)
 ST0270_MARKER: DR = REFERENCE MARK DISK
 ST0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0270_STAMPING: F 7 U NO. 1 1961
 ST0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0270+STABILITY: SURFACE MOTION
 ST0270
 ST0270  HISTORY     - Date     Condition        Report By
 ST0270  HISTORY     - 1961     MONUMENTED       CGS
 ST0270
 ST0270                          STATION DESCRIPTION
 ST0270
 ST0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0270'4.6 MI SW FROM AUGUSTA.
 ST0270'3.9 MILES SOUTHWEST ALONG STATE SECONDARY HIGHWAY 434 FROM THE POST
 ST0270'OFFICE AT AUGUSTA, THENCE 0.7 MILE WEST ALONG SMITH CREEK ROAD, 97
 ST0270'FEET NORTH OF THE CENTER LINE OF THE ROAD, 53.5 FEET NORTH-NORTHEAST
 ST0270'OF F 7 U, 58 FEET NORTH OF A FENCE, 110 FEET NORTHEAST OF THE CENTER
 ST0270'OF A WIRE GATE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0270'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0268 ***********************************************************************
 ST0268  DESIGNATION -  F 7 U RM 2
 ST0268  PID         -  ST0268
 ST0268  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0268  USGS QUAD   -  AUGUSTA (1963)
 ST0268
 ST0268                         *CURRENT SURVEY CONTROL
 ST0268  ___________________________________________________________________
 ST0268* NAD 83(1986)-  47 27 02.     (N)    112 27 30.     (W)     SCALED    
 ST0268* NAVD 88     -      1313.513  (meters)    4309.42   (feet)  ADJUSTED  
 ST0268  ___________________________________________________________________
 ST0268  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 ST0268  DYNAMIC HT  -        1313.321 (meters)    4308.79  (feet)  COMP
 ST0268  MODELED GRAV-     980,420.8   (mgal)                       NAVD 88
 ST0268
 ST0268  VERT ORDER  -  SECOND    CLASS 0
 ST0268
 ST0268.The horizontal coordinates were scaled from a topographic map and have
 ST0268.an estimated accuracy of +/- 6 seconds.
 ST0268
 ST0268.The orthometric height was determined by differential leveling
 ST0268.and adjusted by the National Geodetic Survey in June 1991..
 ST0268
 ST0268.The geoid height was determined by GEOID03.
 ST0268
 ST0268.The dynamic height is computed by dividing the NAVD 88
 ST0268.geopotential number by the normal gravity value computed on the
 ST0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0268.degrees latitude (g = 980.6199 gals.).
 ST0268
 ST0268.The modeled gravity was interpolated from observed gravity values.
 ST0268
 ST0268;                    North         East    Units  Estimated Accuracy
 ST0268;SPC MT       -   359,850.      377,080.      MT  (+/- 180 meters Scaled)
 ST0268
 ST0268                          SUPERSEDED SURVEY CONTROL
 ST0268
 ST0268  NGVD 29 (??/??/92) 1312.487  (m)         4306.05   (f) ADJ UNCH    2 0
 ST0268
 ST0268.Superseded values are not recommended for survey control.
 ST0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0268.See file dsdata.txt to determine how the superseded data were derived.
 ST0268
 ST0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT900562(NAD 83)
 ST0268_MARKER: DR = REFERENCE MARK DISK
 ST0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0268_STAMPING: F 7 U NO. 2 1961
 ST0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0268+STABILITY: SURFACE MOTION
 ST0268
 ST0268  HISTORY     - Date     Condition        Report By
 ST0268  HISTORY     - 1961     MONUMENTED       CGS
 ST0268
 ST0268                          STATION DESCRIPTION
 ST0268
 ST0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0268'4.6 MI SW FROM AUGUSTA.
 ST0268'3.9 MILES SOUTHEAST ALONG STATE SECONDARY HIGHWAY 434 FROM THE POST
 ST0268'OFFICE AT AUGUSTA, THENCE 0.7 MILE WEST ALONG SMITH CREEK ROAD, 45
 ST0268'FEET NORTH OF THE CENTER LINE OF THE ROAD, 52.0 FEET EAST OF F 7 U,
 ST0268'70.2 FEET SOUTHEAST OF F 7 U R.M. 1, 140 FEET EAST OF THE CENTER OF A
 ST0268'GATE, 6.0 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 ST0268'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0269 ***********************************************************************
 QY0269  DESIGNATION -  F 70
 QY0269  PID         -  QY0269
 QY0269  STATE/COUNTY-  MT/BEAVERHEAD
 QY0269  USGS QUAD   -  MUD LAKE (1994)
 QY0269
 QY0269                         *CURRENT SURVEY CONTROL
 QY0269  ___________________________________________________________________
 QY0269* NAD 83(1986)-  45 41 18.     (N)    113 26 57.     (W)     SCALED    
 QY0269* NAVD 88     -      1825.900  (meters)    5990.47   (feet)  ADJUSTED  
 QY0269  ___________________________________________________________________
 QY0269  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 QY0269  DYNAMIC HT  -        1825.046 (meters)    5987.67  (feet)  COMP
 QY0269  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 QY0269
 QY0269  VERT ORDER  -  SECOND    CLASS 0
 QY0269
 QY0269.The horizontal coordinates were scaled from a topographic map and have
 QY0269.an estimated accuracy of +/- 6 seconds.
 QY0269
 QY0269.The orthometric height was determined by differential leveling
 QY0269.and adjusted by the National Geodetic Survey in June 1991..
 QY0269
 QY0269.The geoid height was determined by GEOID03.
 QY0269
 QY0269.The dynamic height is computed by dividing the NAVD 88
 QY0269.geopotential number by the normal gravity value computed on the
 QY0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0269.degrees latitude (g = 980.6199 gals.).
 QY0269
 QY0269.The modeled gravity was interpolated from observed gravity values.
 QY0269
 QY0269;                    North         East    Units  Estimated Accuracy
 QY0269;SPC MT       -   167,600.      292,610.      MT  (+/- 180 meters Scaled)
 QY0269
 QY0269                          SUPERSEDED SURVEY CONTROL
 QY0269
 QY0269  NGVD 29 (??/??/92) 1824.602  (m)         5986.22   (f) ADJ UNCH    2 0
 QY0269
 QY0269.Superseded values are not recommended for survey control.
 QY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0269.See file dsdata.txt to determine how the superseded data were derived.
 QY0269
 QY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR092623(NAD 83)
 QY0269_MARKER: DB = BENCH MARK DISK
 QY0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0269_STAMPING: F 70 1934
 QY0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0269+STABILITY: SURFACE MOTION
 QY0269
 QY0269  HISTORY     - Date     Condition        Report By
 QY0269  HISTORY     - 1934     MONUMENTED       CGS
 QY0269  HISTORY     - 1960     GOOD             USGS
 QY0269
 QY0269                          STATION DESCRIPTION
 QY0269
 QY0269'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0269'5.3 MI N FROM WISDOM.
 QY0269'5.3 MILES NORTH ALONG STATE HIGHWAY 274 FROM THE PUBLIC SCHOOL AT
 QY0269'WISDOM, BEAVERHEAD COUNTY, TO A FARM ROAD WEST, 0.7 MILES TO THE OLD
 QY0269'MCVEY RANCHHOUSE, THE BENCH MARK IS 150 FEET SOUTH OF THE SOUTH END OF
 QY0269'A SHARP CURVE, 80 FEET SOUTH OF THE CENTER OF THE FRONT ENTRANCE TO
 QY0269'THE OLD MCVAY RANCHHOUSE, 21 FEET WEST OF THE CENTERLINE OF THE OLD
 QY0269'HIGHWAY, AND 1.5 FEET EAST OF THE SOUTHEAST CORNER OF THE RANCHHOUSE
 QY0269'YARD.  A STANDARD DISK, STAMPED F 70 1934 AND SET IN THE TOP OF A
 QY0269'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0393 ***********************************************************************
 QY0393  DESIGNATION -  F 71
 QY0393  PID         -  QY0393
 QY0393  STATE/COUNTY-  MT/RAVALLI
 QY0393  USGS QUAD   -  SULA (1994)
 QY0393
 QY0393                         *CURRENT SURVEY CONTROL
 QY0393  ___________________________________________________________________
 QY0393* NAD 83(1986)-  45 46 01.     (N)    113 54 57.     (W)     SCALED    
 QY0393* NAVD 88     -      1925.045  (meters)    6315.75   (feet)  ADJUSTED  
 QY0393  ___________________________________________________________________
 QY0393  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 QY0393  DYNAMIC HT  -        1924.228 (meters)    6313.07  (feet)  COMP
 QY0393  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 QY0393
 QY0393  VERT ORDER  -  FIRST     CLASS II
 QY0393
 QY0393.The horizontal coordinates were scaled from a topographic map and have
 QY0393.an estimated accuracy of +/- 6 seconds.
 QY0393
 QY0393.The orthometric height was determined by differential leveling
 QY0393.and adjusted by the National Geodetic Survey in June 1991..
 QY0393
 QY0393.The geoid height was determined by GEOID03.
 QY0393
 QY0393.The dynamic height is computed by dividing the NAVD 88
 QY0393.geopotential number by the normal gravity value computed on the
 QY0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0393.degrees latitude (g = 980.6199 gals.).
 QY0393
 QY0393.The modeled gravity was interpolated from observed gravity values.
 QY0393
 QY0393;                    North         East    Units  Estimated Accuracy
 QY0393;SPC MT       -   178,260.      256,810.      MT  (+/- 180 meters Scaled)
 QY0393
 QY0393                          SUPERSEDED SURVEY CONTROL
 QY0393
 QY0393  NGVD 29 (??/??/92) 1923.775  (m)         6311.59   (f) ADJ UNCH    1 2
 QY0393
 QY0393.Superseded values are not recommended for survey control.
 QY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0393.See file dsdata.txt to determine how the superseded data were derived.
 QY0393
 QY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR732722(NAD 83)
 QY0393_MARKER: DB = BENCH MARK DISK
 QY0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0393_STAMPING: F 71 1934
 QY0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0393+STABILITY: SURFACE MOTION
 QY0393
 QY0393  HISTORY     - Date     Condition        Report By
 QY0393  HISTORY     - 1934     MONUMENTED       CGS
 QY0393  HISTORY     - 1974     GOOD             USGS
 QY0393
 QY0393                          STATION DESCRIPTION
 QY0393
 QY0393'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QY0393'6.45 MI S FROM SULA.
 QY0393'6.45 MILES SOUTH ALONG THE 1934 ROUTE OF US HWY 93 FROM THE SULA
 QY0393'RANGER STATION-- TO REACH, FROM PRESENT HWY 93 AT THE SULA RANGER
 QY0393'STATION, PROCEED EAST ON THE ROAD JUST SOUTH OF THE RANGER STATION
 QY0393'0.25 MILES, TO THE JCT ON THE EAST SIDE OF THE VALLEY.  TURN RIGHT
 QY0393'(SOUTH) ALONG THE BITTERROOT-BIG HOLE ROAD FOR 6.45 MILES TO A RAVINE
 QY0393'CROSSING AND SHARP BEND IN ROAD.  STANDARD USC AND GS TABLET IN A
 QY0393'CONCRETE POST IS 35 FT. E OF CENTERLINE.  ON S. BANK OF DRAIN.  24 FT
 QY0393'FROM END OF ROCK RETAINING WALL.  ABOUT 6 FT ABOVE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0049 ***********************************************************************
 RY0049  DESIGNATION -  F 73
 RY0049  PID         -  RY0049
 RY0049  STATE/COUNTY-  MT/MISSOULA
 RY0049  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0049
 RY0049                         *CURRENT SURVEY CONTROL
 RY0049  ___________________________________________________________________
 RY0049* NAD 83(1986)-  46 46 45.     (N)    114 05 25.     (W)     SCALED    
 RY0049* NAVD 88     -       959.434  (meters)    3147.74   (feet)  ADJUSTED  
 RY0049  ___________________________________________________________________
 RY0049  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 RY0049  DYNAMIC HT  -         959.283 (meters)    3147.25  (feet)  COMP
 RY0049  MODELED GRAV-     980,424.3   (mgal)                       NAVD 88
 RY0049
 RY0049  VERT ORDER  -  FIRST     CLASS II
 RY0049
 RY0049.The horizontal coordinates were scaled from a topographic map and have
 RY0049.an estimated accuracy of +/- 6 seconds.
 RY0049
 RY0049.The orthometric height was determined by differential leveling
 RY0049.and adjusted by the National Geodetic Survey in June 1991..
 RY0049.WARNING-Repeat measurements at this control monument indicate possible
 RY0049.vertical movement.
 RY0049
 RY0049.The geoid height was determined by GEOID03.
 RY0049
 RY0049.The dynamic height is computed by dividing the NAVD 88
 RY0049.geopotential number by the normal gravity value computed on the
 RY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0049.degrees latitude (g = 980.6199 gals.).
 RY0049
 RY0049.The modeled gravity was interpolated from observed gravity values.
 RY0049
 RY0049;                    North         East    Units  Estimated Accuracy
 RY0049;SPC MT       -   291,310.      249,860.      MT  (+/- 180 meters Scaled)
 RY0049
 RY0049                          SUPERSEDED SURVEY CONTROL
 RY0049
 RY0049  NGVD 29 (??/??/92)  958.380  (m)         3144.28   (f) ADJ UNCH    1 2
 RY0049
 RY0049.Superseded values are not recommended for survey control.
 RY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0049.See file dsdata.txt to determine how the superseded data were derived.
 RY0049
 RY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM221847(NAD 83)
 RY0049_MARKER: DB = BENCH MARK DISK
 RY0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0049_STAMPING: 3144.364 F 73 1934
 RY0049_MARK LOGO: CGS   
 RY0049_PROJECTION: FLUSH
 RY0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0049+STABILITY: SURFACE MOTION
 RY0049
 RY0049  HISTORY     - Date     Condition        Report By
 RY0049  HISTORY     - 1934     MONUMENTED       CGS
 RY0049  HISTORY     - 1935     GOOD             NGS
 RY0049  HISTORY     - 1980     GOOD             NGS
 RY0049  HISTORY     - 1981     GOOD             NGS
 RY0049
 RY0049                          STATION DESCRIPTION
 RY0049
 RY0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0049'10.0 MI S FROM MISSOULA.
 RY0049'10.0 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RY0049'AT MISSOULA, MISSOULA COUNTY, 0.6 MILE NORTH OF MILEPOST 10, 70 FEET
 RY0049'EAST OF THE CENTERLINE OF U.S. HIGHWAY 93, AT A RAILWAY CULVERT, IN
 RY0049'THE TOP OF THE WEST CONCRETE HEADWALL, 12 FEET WEST OF THE CENTERLINE
 RY0049'OF THE TRACK, 38 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 19 FEET EAST
 RY0049'OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED 3144.364 F 73 1934 AND
 RY0049'SET IN THE TOP OF A CONCRETE POST.
 RY0049
 RY0049                          STATION RECOVERY (1980)
 RY0049
 RY0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0049'2.8 KILOMETERS (1.75 MILES) NORTH ALONG U.S. HIGHWAY 93 FROM THE T
 RY0049'JUNCTION OF U.S. HIGHWAY 12 IN LOLO, 1.0 KILOMETER (0.6 MILE) NORTH
 RY0049'OF BURLINGTON NORTHERN RAILWAY MILEPOST 10, 0.25 KILOMETER (0.15
 RY0049'MILE) NORTHWEST OF HIGHWAY MILEPOST 85, SET IN TOP OF THE WEST
 RY0049'CONCRETE HEADWALL FOR A CULVERT UNDER THE RAILWAY, 29.2 METERS (96.0
 RY0049'FEET) NORTHEAST OF THE CENTERLINE OF THE NORTH-BOUND LANES OF THE
 RY0049'HIGHWAY, 3.15 METERS (10.3 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF
 RY0049'THE TRACKS, 17.0 METERS (56.0 FEET) NORTHEAST OF THE NORTHEAST END
 RY0049'OF A 60-CENTIMETER (24INCH) DIAMETER CONCRETE PIPE CULVERT UNDER THE
 RY0049'HIGHWAY, 6.0 METERS (19.7 FEET) NORTHEAST OF A TELEGRAPH POLE, 0.34
 RY0049'METER (1.1 FEET) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 RY0049'THE MARK IS 0.5 M BELOW THE TRACKS.
 RY0049
 RY0049                          STATION RECOVERY (1981)
 RY0049
 RY0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RY0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0606 ***********************************************************************
 RX0606  DESIGNATION -  F 74
 RX0606  PID         -  RX0606
 RX0606  STATE/COUNTY-  MT/RAVALLI
 RX0606  USGS QUAD   -  GIRD POINT (1974)
 RX0606
 RX0606                         *CURRENT SURVEY CONTROL
 RX0606  ___________________________________________________________________
 RX0606* NAD 83(1986)-  46 09 37.     (N)    113 59 40.     (W)     SCALED    
 RX0606* NAVD 88     -      1298.907  (meters)    4261.50   (feet)  ADJUSTED  
 RX0606  ___________________________________________________________________
 RX0606  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 RX0606  DYNAMIC HT  -        1298.499 (meters)    4260.16  (feet)  COMP
 RX0606  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 RX0606
 RX0606  VERT ORDER  -  SECOND    CLASS 0
 RX0606
 RX0606.The horizontal coordinates were scaled from a topographic map and have
 RX0606.an estimated accuracy of +/- 6 seconds.
 RX0606
 RX0606.The orthometric height was determined by differential leveling
 RX0606.and adjusted by the National Geodetic Survey in June 1991..
 RX0606
 RX0606.The geoid height was determined by GEOID03.
 RX0606
 RX0606.The dynamic height is computed by dividing the NAVD 88
 RX0606.geopotential number by the normal gravity value computed on the
 RX0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0606.degrees latitude (g = 980.6199 gals.).
 RX0606
 RX0606.The modeled gravity was interpolated from observed gravity values.
 RX0606
 RX0606;                    North         East    Units  Estimated Accuracy
 RX0606;SPC MT       -   222,240.      253,220.      MT  (+/- 180 meters Scaled)
 RX0606
 RX0606                          SUPERSEDED SURVEY CONTROL
 RX0606
 RX0606  NGVD 29 (??/??/92) 1297.745  (m)         4257.69   (f) ADJ UNCH    2 0
 RX0606
 RX0606.Superseded values are not recommended for survey control.
 RX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0606.See file dsdata.txt to determine how the superseded data were derived.
 RX0606
 RX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS688162(NAD 83)
 RX0606_MARKER: DB = BENCH MARK DISK
 RX0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0606_STAMPING: F 74 1934
 RX0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0606+STABILITY: SURFACE MOTION
 RX0606
 RX0606  HISTORY     - Date     Condition        Report By
 RX0606  HISTORY     - 1934     MONUMENTED       CGS
 RX0606  HISTORY     - 1974     MARK NOT FOUND   USGS
 RX0606
 RX0606                          STATION DESCRIPTION
 RX0606
 RX0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0606'8.2 MI SE FROM GRANTSDALE.
 RX0606'8.2 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE PUBLIC SCHOOL AT
 RX0606'GRANTSDALE, 0.3 MILE WEST OF A TWO-STORY RANCHHOUSE, 450 FEET WEST OF
 RX0606'THE WEST END OF THE GUARDRAIL BETWEEN A ROCKY POINT AND SKALKAHO
 RX0606'CREEK, 37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF
 RX0606'A FENCE, AND 5.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 RX0606'STAMPED F 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RX0606
 RX0606                          STATION RECOVERY (1974)
 RX0606
 RX0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RX0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0457 ***********************************************************************
 RW0457  DESIGNATION -  F 79
 RW0457  PID         -  RW0457
 RW0457  STATE/COUNTY-  MT/BROADWATER
 RW0457  USGS QUAD   -  CANYON FERRY SE (1972)
 RW0457
 RW0457                         *CURRENT SURVEY CONTROL
 RW0457  ___________________________________________________________________
 RW0457* NAD 83(1986)-  46 30 25.     (N)    111 30 52.     (W)     SCALED    
 RW0457* NAVD 88     -      1217.328  (meters)    3993.85   (feet)  ADJUSTED  
 RW0457  ___________________________________________________________________
 RW0457  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 RW0457  DYNAMIC HT  -        1217.036 (meters)    3992.89  (feet)  COMP
 RW0457  MODELED GRAV-     980,333.3   (mgal)                       NAVD 88
 RW0457
 RW0457  VERT ORDER  -  FIRST     CLASS II
 RW0457
 RW0457.The horizontal coordinates were scaled from a topographic map and have
 RW0457.an estimated accuracy of +/- 6 seconds.
 RW0457
 RW0457.The orthometric height was determined by differential leveling
 RW0457.and adjusted by the National Geodetic Survey in June 1991..
 RW0457
 RW0457.The geoid height was determined by GEOID03.
 RW0457
 RW0457.The dynamic height is computed by dividing the NAVD 88
 RW0457.geopotential number by the normal gravity value computed on the
 RW0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0457.degrees latitude (g = 980.6199 gals.).
 RW0457
 RW0457.The modeled gravity was interpolated from observed gravity values.
 RW0457
 RW0457;                    North         East    Units  Estimated Accuracy
 RW0457;SPC MT       -   252,790.      445,490.      MT  (+/- 180 meters Scaled)
 RW0457
 RW0457                          SUPERSEDED SURVEY CONTROL
 RW0457
 RW0457  NGVD 29 (??/??/92) 1216.304  (m)         3990.49   (f) ADJ UNCH    1 2
 RW0457
 RW0457.Superseded values are not recommended for survey control.
 RW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0457.See file dsdata.txt to determine how the superseded data were derived.
 RW0457
 RW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS605505(NAD 83)
 RW0457_MARKER: DB = BENCH MARK DISK
 RW0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0457_STAMPING: F 79 1934
 RW0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0457+STABILITY: SURFACE MOTION
 RW0457
 RW0457  HISTORY     - Date     Condition        Report By
 RW0457  HISTORY     - 1934     MONUMENTED       CGS
 RW0457  HISTORY     - 1972     GOOD             USGS
 RW0457
 RW0457                          STATION DESCRIPTION
 RW0457
 RW0457'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0457'1.8 MI SW FROM JOHNSON.
 RW0457'TO REACH THE B.M. FROM THE JCT. OF STATE HWY. 284 AND USFS HWY. 8 IN
 RW0457'CANYON FERRY, MONTANA, GO SE ON STATE HWY. 284 FOR 14.7 MILES.  TURN
 RW0457'RIGHT (S) OFF HWY. AND FOLLOW GRADED ROAD SOUTH FOR 3.0 MILES BM IS
 RW0457'LOCATED ON WEST SIDE OF ROAD APPROX. 120 FT WEST OF CENTER LINE OF NEW
 RW0457'ROAD.  AND 50 FT WEST OF DIM ROAD.  A STANDARD DISC, STAMPED F 79 1934
 RW0457'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0006 ***********************************************************************
 SP0006  DESIGNATION -  F 79
 SP0006  PID         -  SP0006
 SP0006  STATE/COUNTY-  MT/RICHLAND
 SP0006  USGS QUAD   -  LARSON SCHOOL (1966)
 SP0006
 SP0006                         *CURRENT SURVEY CONTROL
 SP0006  ___________________________________________________________________
 SP0006* NAD 83(1986)-  47 37 10.     (N)    104 24 16.     (W)     SCALED    
 SP0006* NAVD 88     -       666.345  (meters)    2186.17   (feet)  ADJUSTED  
 SP0006  ___________________________________________________________________
 SP0006  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 SP0006  DYNAMIC HT  -         666.394 (meters)    2186.33  (feet)  COMP
 SP0006  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 SP0006
 SP0006  VERT ORDER  -  SECOND    CLASS 0
 SP0006
 SP0006.The horizontal coordinates were scaled from a topographic map and have
 SP0006.an estimated accuracy of +/- 6 seconds.
 SP0006
 SP0006.The orthometric height was determined by differential leveling
 SP0006.and adjusted by the National Geodetic Survey in June 1991..
 SP0006
 SP0006.The geoid height was determined by GEOID03.
 SP0006
 SP0006.The dynamic height is computed by dividing the NAVD 88
 SP0006.geopotential number by the normal gravity value computed on the
 SP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0006.degrees latitude (g = 980.6199 gals.).
 SP0006
 SP0006.The modeled gravity was interpolated from observed gravity values.
 SP0006
 SP0006;                    North         East    Units  Estimated Accuracy
 SP0006;SPC MT       -   386,850.      982,570.      MT  (+/- 180 meters Scaled)
 SP0006
 SP0006                          SUPERSEDED SURVEY CONTROL
 SP0006
 SP0006  NGVD 29 (??/??/92)  665.783  (m)         2184.32   (f) ADJ UNCH    2 0
 SP0006
 SP0006.Superseded values are not recommended for survey control.
 SP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0006.See file dsdata.txt to determine how the superseded data were derived.
 SP0006
 SP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN447741(NAD 83)
 SP0006_MARKER: DB = BENCH MARK DISK
 SP0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0006_STAMPING: F 79 1934
 SP0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0006+STABILITY: SURFACE MOTION
 SP0006
 SP0006  HISTORY     - Date     Condition        Report By
 SP0006  HISTORY     - 1934     MONUMENTED       CGS
 SP0006
 SP0006                          STATION DESCRIPTION
 SP0006
 SP0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0006'11.2 MI E FROM LAMBERT.
 SP0006'11.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SP0006'LAMBERT, RICHLAND COUNTY, 0.1 MILE EAST OF MILEPOST 26, OPPOSITE THE
 SP0006'EAST END OF A LONG TIMBER STRUCTURE, 48 FEET NORTH OF THE CENTERLINE
 SP0006'OF THE TRACK, AND OUTSIDE A FENCE CORNER.  A STANDARD DISK, STAMPED F
 SP0006'79 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0217 ***********************************************************************
 QV0217  DESIGNATION -  F 8
 QV0217  PID         -  QV0217
 QV0217  STATE/COUNTY-  MT/BIG HORN
 QV0217  USGS QUAD   -  PASS CREEK EAST (1967)
 QV0217
 QV0217                         *CURRENT SURVEY CONTROL
 QV0217  ___________________________________________________________________
 QV0217* NAD 83(1986)-  45 03 56.     (N)    107 21 48.     (W)     SCALED    
 QV0217* NAVD 88     -      1187.480  (meters)    3895.92   (feet)  ADJUSTED  
 QV0217  ___________________________________________________________________
 QV0217  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 QV0217  DYNAMIC HT  -        1187.077 (meters)    3894.60  (feet)  COMP
 QV0217  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 QV0217
 QV0217  VERT ORDER  -  FIRST     CLASS II
 QV0217
 QV0217.The horizontal coordinates were scaled from a topographic map and have
 QV0217.an estimated accuracy of +/- 6 seconds.
 QV0217
 QV0217.The orthometric height was determined by differential leveling
 QV0217.and adjusted by the National Geodetic Survey in June 1991..
 QV0217
 QV0217.The geoid height was determined by GEOID03.
 QV0217
 QV0217.The dynamic height is computed by dividing the NAVD 88
 QV0217.geopotential number by the normal gravity value computed on the
 QV0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0217.degrees latitude (g = 980.6199 gals.).
 QV0217
 QV0217.The modeled gravity was interpolated from observed gravity values.
 QV0217
 QV0217;                    North         East    Units  Estimated Accuracy
 QV0217;SPC MT       -    92,950.      768,250.      MT  (+/- 180 meters Scaled)
 QV0217
 QV0217                          SUPERSEDED SURVEY CONTROL
 QV0217
 QV0217  NGVD 29 (??/??/92) 1186.704  (m)         3893.38   (f) ADJ UNCH    1 2
 QV0217
 QV0217.Superseded values are not recommended for survey control.
 QV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0217.See file dsdata.txt to determine how the superseded data were derived.
 QV0217
 QV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK139929(NAD 83)
 QV0217_MARKER: DB = BENCH MARK DISK
 QV0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0217_SP_SET: ABUTMENT
 QV0217_STAMPING: F 8 1908
 QV0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0217
 QV0217  HISTORY     - Date     Condition        Report By
 QV0217  HISTORY     - 1908     MONUMENTED       CGS
 QV0217  HISTORY     - 1957     GOOD             NGS
 QV0217
 QV0217                          STATION DESCRIPTION
 QV0217
 QV0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0217'4.75 MI S FROM WYOLA.
 QV0217'ABOUT 4.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0217'RAILROAD FROM THE STATION AT WYOLA, IN THE TOP OF THE SOUTHWEST END OF
 QV0217'THE NORTHWEST ABUTMENT OF BRIDGE 732.31, 6 FEET SOUTHWEST OF THE
 QV0217'SOUTHWEST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.  NOTE-- STAMPED BY
 QV0217'THIS PARTY IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0111 ***********************************************************************
 ST0111  DESIGNATION -  F 8 T
 ST0111  PID         -  ST0111
 ST0111  STATE/COUNTY-  MT/TETON
 ST0111  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0111
 ST0111                         *CURRENT SURVEY CONTROL
 ST0111  ___________________________________________________________________
 ST0111* NAD 83(1986)-  47 38 42.     (N)    112 24 45.     (W)     SCALED    
 ST0111* NAVD 88     -      1436.815  (meters)    4713.95   (feet)  ADJUSTED  
 ST0111  ___________________________________________________________________
 ST0111  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 ST0111  DYNAMIC HT  -        1436.636 (meters)    4713.36  (feet)  COMP
 ST0111  MODELED GRAV-     980,436.3   (mgal)                       NAVD 88
 ST0111
 ST0111  VERT ORDER  -  SECOND    CLASS 0
 ST0111
 ST0111.The horizontal coordinates were scaled from a topographic map and have
 ST0111.an estimated accuracy of +/- 6 seconds.
 ST0111
 ST0111.The orthometric height was determined by differential leveling
 ST0111.and adjusted by the National Geodetic Survey in June 1991..
 ST0111
 ST0111.The geoid height was determined by GEOID03.
 ST0111
 ST0111.The dynamic height is computed by dividing the NAVD 88
 ST0111.geopotential number by the normal gravity value computed on the
 ST0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0111.degrees latitude (g = 980.6199 gals.).
 ST0111
 ST0111.The modeled gravity was interpolated from observed gravity values.
 ST0111
 ST0111;                    North         East    Units  Estimated Accuracy
 ST0111;SPC MT       -   381,310.      381,340.      MT  (+/- 180 meters Scaled)
 ST0111
 ST0111                          SUPERSEDED SURVEY CONTROL
 ST0111
 ST0111  NGVD 29 (??/??/92) 1435.797  (m)         4710.61   (f) ADJ UNCH    2 0
 ST0111
 ST0111.Superseded values are not recommended for survey control.
 ST0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0111.See file dsdata.txt to determine how the superseded data were derived.
 ST0111
 ST0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT939778(NAD 83)
 ST0111_MARKER: DR = REFERENCE MARK DISK
 ST0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0111_STAMPING: F 8 T 1961
 ST0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0111+STABILITY: SURFACE MOTION
 ST0111
 ST0111  HISTORY     - Date     Condition        Report By
 ST0111  HISTORY     - 1961     MONUMENTED       CGS
 ST0111
 ST0111                          STATION DESCRIPTION
 ST0111
 ST0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0111'19.85 MI N FROM AUGUSTA.
 ST0111'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0111'AUGUSTA, THENCE 8.0 MILES WEST AND NORTH ALONG A COUNTY ROAD, THENCE
 ST0111'0.15 MILE SOUTH ACROSS COUNTRY, ON THE TOP OF A NARROW
 ST0111'NORTHEAST-SOUTHWEST GRASSY RIDGE BETWEEN TWO CULTIVATED FIELDS, 46.91
 ST0111'FEET SOUTH OF F 8 T R.M.1, 35.82 FEET EAST OF F 8 T R.M.2, 3.9 FEET
 ST0111'WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN F 8 T R.M. 1, AND SET
 ST0111'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0110 ***********************************************************************
 ST0110  DESIGNATION -  F 8 T RM 1
 ST0110  PID         -  ST0110
 ST0110  STATE/COUNTY-  MT/TETON
 ST0110  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0110
 ST0110                         *CURRENT SURVEY CONTROL
 ST0110  ___________________________________________________________________
 ST0110* NAD 83(1986)-  47 38 42.     (N)    112 24 45.     (W)     SCALED    
 ST0110* NAVD 88     -      1436.524  (meters)    4713.00   (feet)  ADJUSTED  
 ST0110  ___________________________________________________________________
 ST0110  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 ST0110  DYNAMIC HT  -        1436.345 (meters)    4712.41  (feet)  COMP
 ST0110  MODELED GRAV-     980,436.3   (mgal)                       NAVD 88
 ST0110
 ST0110  VERT ORDER  -  SECOND    CLASS 0
 ST0110
 ST0110.The horizontal coordinates were scaled from a topographic map and have
 ST0110.an estimated accuracy of +/- 6 seconds.
 ST0110
 ST0110.The orthometric height was determined by differential leveling
 ST0110.and adjusted by the National Geodetic Survey in June 1991..
 ST0110
 ST0110.The geoid height was determined by GEOID03.
 ST0110
 ST0110.The dynamic height is computed by dividing the NAVD 88
 ST0110.geopotential number by the normal gravity value computed on the
 ST0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0110.degrees latitude (g = 980.6199 gals.).
 ST0110
 ST0110.The modeled gravity was interpolated from observed gravity values.
 ST0110
 ST0110;                    North         East    Units  Estimated Accuracy
 ST0110;SPC MT       -   381,310.      381,340.      MT  (+/- 180 meters Scaled)
 ST0110
 ST0110                          SUPERSEDED SURVEY CONTROL
 ST0110
 ST0110  NGVD 29 (??/??/92) 1435.506  (m)         4709.66   (f) ADJ UNCH    2 0
 ST0110
 ST0110.Superseded values are not recommended for survey control.
 ST0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0110.See file dsdata.txt to determine how the superseded data were derived.
 ST0110
 ST0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT939778(NAD 83)
 ST0110_MARKER: DR = REFERENCE MARK DISK
 ST0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0110_STAMPING: F 8 T NO. 1 1961
 ST0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0110+STABILITY: SURFACE MOTION
 ST0110
 ST0110  HISTORY     - Date     Condition        Report By
 ST0110  HISTORY     - 1961     MONUMENTED       CGS
 ST0110
 ST0110                          STATION DESCRIPTION
 ST0110
 ST0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0110'19.85 MI N FROM AUGUSTA.
 ST0110'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0110'AUGUSTA, THENCE 8.0 MILES WEST AND NORTH ALONG A COUNTY ROAD, THENCE
 ST0110'0.15 MILE SOUTH ACROSS COUNTRY, ON THE TOP OF A NARROW
 ST0110'NORTHEAST-SOUTHWEST GRASSY RIDGE BETWEEN TWO CULTIVATED FIELDS, 46.91
 ST0110'FEET NORTH OF TRIANGULATION STATION F 8 T, 18 FEET SOUTHEAST OF THE
 ST0110'SOUTHEAST EDGE OF A FIELD, ABOUT 3 FEET LOWER THAN THE STATION, AND
 ST0110'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ST0110'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0112 ***********************************************************************
 ST0112  DESIGNATION -  F 8 T RM 2
 ST0112  PID         -  ST0112
 ST0112  STATE/COUNTY-  MT/TETON
 ST0112  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0112
 ST0112                         *CURRENT SURVEY CONTROL
 ST0112  ___________________________________________________________________
 ST0112* NAD 83(1986)-  47 38 41.     (N)    112 24 47.     (W)     SCALED    
 ST0112* NAVD 88     -      1435.544  (meters)    4709.78   (feet)  ADJUSTED  
 ST0112  ___________________________________________________________________
 ST0112  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 ST0112  DYNAMIC HT  -        1435.364 (meters)    4709.19  (feet)  COMP
 ST0112  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 ST0112
 ST0112  VERT ORDER  -  SECOND    CLASS 0
 ST0112
 ST0112.The horizontal coordinates were scaled from a topographic map and have
 ST0112.an estimated accuracy of +/- 6 seconds.
 ST0112
 ST0112.The orthometric height was determined by differential leveling
 ST0112.and adjusted by the National Geodetic Survey in June 1991..
 ST0112
 ST0112.The geoid height was determined by GEOID03.
 ST0112
 ST0112.The dynamic height is computed by dividing the NAVD 88
 ST0112.geopotential number by the normal gravity value computed on the
 ST0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0112.degrees latitude (g = 980.6199 gals.).
 ST0112
 ST0112.The modeled gravity was interpolated from observed gravity values.
 ST0112
 ST0112;                    North         East    Units  Estimated Accuracy
 ST0112;SPC MT       -   381,280.      381,290.      MT  (+/- 180 meters Scaled)
 ST0112
 ST0112                          SUPERSEDED SURVEY CONTROL
 ST0112
 ST0112  NGVD 29 (??/??/92) 1434.526  (m)         4706.44   (f) ADJ UNCH    2 0
 ST0112
 ST0112.Superseded values are not recommended for survey control.
 ST0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0112.See file dsdata.txt to determine how the superseded data were derived.
 ST0112
 ST0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT938777(NAD 83)
 ST0112_MARKER: DR = REFERENCE MARK DISK
 ST0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0112_STAMPING: F 8 T NO. 2 1961
 ST0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0112+STABILITY: SURFACE MOTION
 ST0112
 ST0112  HISTORY     - Date     Condition        Report By
 ST0112  HISTORY     - 1961     MONUMENTED       CGS
 ST0112
 ST0112                          STATION DESCRIPTION
 ST0112
 ST0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0112'19.85 MI N FROM AUGUSTA.
 ST0112'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0112'AUGUSTA, THENCE 8.0 MILES WEST AND NORTH ALONG A COUNTY ROAD, THENCE
 ST0112'0.15 MILE SOUTH ACROSS COUNTRY, ON THE TOP OF A NARROW
 ST0112'NORTHEAST-SOUTHWEST GRASSY RIDGE BETWEEN TWO CULTIVATED FIELDS, 35.82
 ST0112'FEET WEST OF TRIANGULATION STATION F 8 T, 62.60 FEET SOUTHWEST OF F 8
 ST0112'T R.M.1, ABOUT 4 FEET LOWER THAN THE STATION, AND SET IN THE TOP OF A
 ST0112'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0278 ***********************************************************************
 RX0278  DESIGNATION -  F 80
 RX0278  PID         -  RX0278
 RX0278  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0278  USGS QUAD   -  SILVER CITY (1976)
 RX0278
 RX0278                         *CURRENT SURVEY CONTROL
 RX0278  ___________________________________________________________________
 RX0278* NAD 83(1986)-  46 48 22.     (N)    112 14 20.     (W)     SCALED    
 RX0278* NAVD 88     -      1291.294  (meters)    4236.52   (feet)  ADJUSTED  
 RX0278  ___________________________________________________________________
 RX0278  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 RX0278  DYNAMIC HT  -        1291.020 (meters)    4235.62  (feet)  COMP
 RX0278  MODELED GRAV-     980,357.1   (mgal)                       NAVD 88
 RX0278
 RX0278  VERT ORDER  -  FIRST     CLASS II
 RX0278
 RX0278.The horizontal coordinates were scaled from a topographic map and have
 RX0278.an estimated accuracy of +/- 6 seconds.
 RX0278
 RX0278.The orthometric height was determined by differential leveling
 RX0278.and adjusted by the National Geodetic Survey in June 1991..
 RX0278
 RX0278.The geoid height was determined by GEOID03.
 RX0278
 RX0278.The dynamic height is computed by dividing the NAVD 88
 RX0278.geopotential number by the normal gravity value computed on the
 RX0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0278.degrees latitude (g = 980.6199 gals.).
 RX0278
 RX0278.The modeled gravity was interpolated from observed gravity values.
 RX0278
 RX0278;                    North         East    Units  Estimated Accuracy
 RX0278;SPC MT       -   287,690.      391,110.      MT  (+/- 180 meters Scaled)
 RX0278
 RX0278                          SUPERSEDED SURVEY CONTROL
 RX0278
 RX0278  NGVD 29 (??/??/92) 1290.250  (m)         4233.10   (f) ADJ UNCH    1 2
 RX0278
 RX0278.Superseded values are not recommended for survey control.
 RX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0278.See file dsdata.txt to determine how the superseded data were derived.
 RX0278
 RX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS054843(NAD 83)
 RX0278_MARKER: DB = BENCH MARK DISK
 RX0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0278_STAMPING: F 80 1934
 RX0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0278+STABILITY: SURFACE MOTION
 RX0278
 RX0278  HISTORY     - Date     Condition        Report By
 RX0278  HISTORY     - 1934     MONUMENTED       CGS
 RX0278  HISTORY     - 1958     MARK NOT FOUND   USGS
 RX0278  HISTORY     - 1972     MARK NOT FOUND   USGS
 RX0278  HISTORY     - 1979     GOOD             NGS
 RX0278
 RX0278                          STATION DESCRIPTION
 RX0278
 RX0278'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX0278'1.2 MI E FROM CANYON CREEK.
 RX0278'1.2 MILES EAST ALONG THE SILVER CITY-WILBORN ROAD FROM CANYON CREEK,
 RX0278'LEWIS AND CLARK COUNTY, 1.8 MILES WEST OF THE CROSSING OF THE GREAT
 RX0278'NORTHERN RAILWAY, AT A CURVE, IN A MEADOW, 23 YARDS NORTH OF THE
 RX0278'CENTERLINE OF THE ROAD, 6 FEET NORTH OF THE EAST AND WEST FENCE, AND 2
 RX0278'FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED F 80
 RX0278'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RX0278
 RX0278                          STATION RECOVERY (1972)
 RX0278
 RX0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RX0278'MARK NOT FOUND.
 RX0278
 RX0278                          STATION RECOVERY (1979)
 RX0278
 RX0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0278'NOTE=THIS MARK WAS WRITTEN UP AS NOT RECOVERED IN 1958.
 RX0278'SECOND ORDER TIE LINE L7684, MARK WAS NOT LEVELED TO THIS
 RX0278'SEASON.  NOT NEEDED FOR TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0133 ***********************************************************************
 TH0133  DESIGNATION -  F 80
 TH0133  PID         -  TH0133
 TH0133  STATE/COUNTY-  MT/RICHLAND
 TH0133  USGS QUAD   -  MORTARSTONE BLUFF (1989)
 TH0133
 TH0133                         *CURRENT SURVEY CONTROL
 TH0133  ___________________________________________________________________
 TH0133* NAD 83(1986)-  48 02 17.     (N)    104 53 32.     (W)     SCALED    
 TH0133* NAVD 88     -       644.560  (meters)    2114.69   (feet)  ADJUSTED  
 TH0133  ___________________________________________________________________
 TH0133  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 TH0133  DYNAMIC HT  -         644.625 (meters)    2114.91  (feet)  COMP
 TH0133  MODELED GRAV-     980,691.8   (mgal)                       NAVD 88
 TH0133
 TH0133  VERT ORDER  -  SECOND    CLASS 0
 TH0133
 TH0133.The horizontal coordinates were scaled from a topographic map and have
 TH0133.an estimated accuracy of +/- 6 seconds.
 TH0133
 TH0133.The orthometric height was determined by differential leveling
 TH0133.and adjusted by the National Geodetic Survey in June 1991..
 TH0133
 TH0133.The geoid height was determined by GEOID03.
 TH0133
 TH0133.The dynamic height is computed by dividing the NAVD 88
 TH0133.geopotential number by the normal gravity value computed on the
 TH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0133.degrees latitude (g = 980.6199 gals.).
 TH0133
 TH0133.The modeled gravity was interpolated from observed gravity values.
 TH0133
 TH0133;                    North         East    Units  Estimated Accuracy
 TH0133;SPC MT       -   431,030.      943,250.      MT  (+/- 180 meters Scaled)
 TH0133
 TH0133                          SUPERSEDED SURVEY CONTROL
 TH0133
 TH0133  NGVD 29 (??/??/92)  644.000  (m)         2112.86   (f) ADJ UNCH    2 0
 TH0133
 TH0133.Superseded values are not recommended for survey control.
 TH0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0133.See file dsdata.txt to determine how the superseded data were derived.
 TH0133
 TH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP080205(NAD 83)
 TH0133_MARKER: DB = BENCH MARK DISK
 TH0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0133_STAMPING: F-80 1934
 TH0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0133+STABILITY: SURFACE MOTION
 TH0133
 TH0133  HISTORY     - Date     Condition        Report By
 TH0133  HISTORY     - 1934     MONUMENTED       CGS
 TH0133
 TH0133                          STATION DESCRIPTION
 TH0133
 TH0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0133'10.5 MI S FROM BROCKTON.
 TH0133'IN RICHLAND COUNTY, ABOUT 10.5 MILES SOUTH ALONG THE ROAD LEADING TO
 TH0133'LANE FROM BROCKTON, ROOSEVELT COUNTY, ABOUT 35 FEET EAST OF THE CENTER
 TH0133'LINE OF THE ROAD, AND JUST BEYOND THE FENCE.  A STANDARD DISK, STAMPED
 TH0133'F 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0489 ***********************************************************************
 RX0489  DESIGNATION -  F 81
 RX0489  PID         -  RX0489
 RX0489  STATE/COUNTY-  MT/POWELL
 RX0489  USGS QUAD   -  MARCUM MOUNTAIN (1968)
 RX0489
 RX0489                         *CURRENT SURVEY CONTROL
 RX0489  ___________________________________________________________________
 RX0489* NAD 83(1986)-  46 58 07.     (N)    112 59 46.     (W)     SCALED    
 RX0489* NAVD 88     -      1319.320  (meters)    4328.47   (feet)  ADJUSTED  
 RX0489  ___________________________________________________________________
 RX0489  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 RX0489  DYNAMIC HT  -        1319.036 (meters)    4327.54  (feet)  COMP
 RX0489  MODELED GRAV-     980,352.8   (mgal)                       NAVD 88
 RX0489
 RX0489  VERT ORDER  -  SECOND    CLASS 0
 RX0489
 RX0489.The horizontal coordinates were scaled from a topographic map and have
 RX0489.an estimated accuracy of +/- 6 seconds.
 RX0489
 RX0489.The orthometric height was determined by differential leveling
 RX0489.and adjusted by the National Geodetic Survey in June 1991..
 RX0489
 RX0489.The geoid height was determined by GEOID03.
 RX0489
 RX0489.The dynamic height is computed by dividing the NAVD 88
 RX0489.geopotential number by the normal gravity value computed on the
 RX0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0489.degrees latitude (g = 980.6199 gals.).
 RX0489
 RX0489.The modeled gravity was interpolated from observed gravity values.
 RX0489
 RX0489;                    North         East    Units  Estimated Accuracy
 RX0489;SPC MT       -   308,020.      334,190.      MT  (+/- 180 meters Scaled)
 RX0489
 RX0489                          SUPERSEDED SURVEY CONTROL
 RX0489
 RX0489  NGVD 29 (??/??/92) 1318.188  (m)         4324.76   (f) ADJ UNCH    2 0
 RX0489
 RX0489.Superseded values are not recommended for survey control.
 RX0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0489.See file dsdata.txt to determine how the superseded data were derived.
 RX0489
 RX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT481036(NAD 83)
 RX0489_MARKER: DB = BENCH MARK DISK
 RX0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0489_STAMPING: F 81 1934
 RX0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0489+STABILITY: SURFACE MOTION
 RX0489
 RX0489  HISTORY     - Date     Condition        Report By
 RX0489  HISTORY     - 1934     MONUMENTED       CGS
 RX0489  HISTORY     - 1962     GOOD             USGS
 RX0489
 RX0489                          STATION DESCRIPTION
 RX0489
 RX0489'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX0489'9.9 MI SE FROM OVANDO.
 RX0489'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM A CONCRETE BRIDGE
 RX0489'LEADING TO HELMVILLE, 1.0 MILES ALONG THE BROWNS LAKE ROAD, 19 FEET
 RX0489'NORTH OF THE NO. 4 GATE TO THE A.R. MOWBRAY RANCH AND BROWNS LAKE, 31
 RX0489'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, AND 3 FEET EAST
 RX0489'OF A FENCE, IN A CLUMP OF SAGEBRUSH.  A STANDARD DISK, STAMPED F 81
 RX0489'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 RX0489'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0209 ***********************************************************************
 RW0209  DESIGNATION -  F 82
 RW0209  PID         -  RW0209
 RW0209  STATE/COUNTY-  MT/BROADWATER
 RW0209  USGS QUAD   -  TOSTON (1986)
 RW0209
 RW0209                         *CURRENT SURVEY CONTROL
 RW0209  ___________________________________________________________________
 RW0209* NAD 83(1986)-  46 12 40.     (N)    111 27 28.     (W)     SCALED    
 RW0209* NAVD 88     -      1191.976  (meters)    3910.67   (feet)  ADJUSTED  
 RW0209  ___________________________________________________________________
 RW0209  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 RW0209  DYNAMIC HT  -        1191.676 (meters)    3909.69  (feet)  COMP
 RW0209  MODELED GRAV-     980,322.7   (mgal)                       NAVD 88
 RW0209
 RW0209  VERT ORDER  -  SECOND    CLASS 0
 RW0209
 RW0209.The horizontal coordinates were scaled from a topographic map and have
 RW0209.an estimated accuracy of +/- 6 seconds.
 RW0209
 RW0209.The orthometric height was determined by differential leveling
 RW0209.and adjusted by the National Geodetic Survey in June 1991..
 RW0209
 RW0209.The geoid height was determined by GEOID03.
 RW0209
 RW0209.The dynamic height is computed by dividing the NAVD 88
 RW0209.geopotential number by the normal gravity value computed on the
 RW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0209.degrees latitude (g = 980.6199 gals.).
 RW0209
 RW0209.The modeled gravity was interpolated from observed gravity values.
 RW0209
 RW0209;                    North         East    Units  Estimated Accuracy
 RW0209;SPC MT       -   219,820.      449,020.      MT  (+/- 180 meters Scaled)
 RW0209
 RW0209                          SUPERSEDED SURVEY CONTROL
 RW0209
 RW0209  NGVD 29 (??/??/92) 1191.013  (m)         3907.52   (f) ADJ UNCH    2 0
 RW0209
 RW0209.Superseded values are not recommended for survey control.
 RW0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0209.See file dsdata.txt to determine how the superseded data were derived.
 RW0209
 RW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS646176(NAD 83)
 RW0209_MARKER: DB = BENCH MARK DISK
 RW0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0209_STAMPING: F 82 1934
 RW0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0209+STABILITY: SURFACE MOTION
 RW0209
 RW0209  HISTORY     - Date     Condition        Report By
 RW0209  HISTORY     - 1934     MONUMENTED       CGS
 RW0209  HISTORY     - 1982     MARK NOT FOUND   USGS
 RW0209
 RW0209                          STATION DESCRIPTION
 RW0209
 RW0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0209'2.8 MI NW FROM TOSTON.
 RW0209'2.8 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM TOSTON,
 RW0209'BROADWATER COUNTY, ABOUT 478 FEET SOUTHEAST OF MILEPOST 197, 94 FEET
 RW0209'NORTH OF THE CENTERLINE OF THE TRACK, AND 6 FEET SOUTH OF THE
 RW0209'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 82 1934 AND SET IN THE
 RW0209'TOP OF A CONCRETE POST.
 RW0209
 RW0209                          STATION RECOVERY (1982)
 RW0209
 RW0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RW0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0091 ***********************************************************************
 SQ0091  DESIGNATION -  F 83
 SQ0091  PID         -  SQ0091
 SQ0091  STATE/COUNTY-  MT/GARFIELD
 SQ0091  USGS QUAD   -  COAL CREEK (1967)
 SQ0091
 SQ0091                         *CURRENT SURVEY CONTROL
 SQ0091  ___________________________________________________________________
 SQ0091* NAD 83(1986)-  47 21 09.     (N)    106 22 12.     (W)     SCALED    
 SQ0091* NAVD 88     -       721.006  (meters)    2365.50   (feet)  ADJUSTED  
 SQ0091  ___________________________________________________________________
 SQ0091  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 SQ0091  DYNAMIC HT  -         721.029 (meters)    2365.58  (feet)  COMP
 SQ0091  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 SQ0091
 SQ0091  VERT ORDER  -  SECOND    CLASS 0
 SQ0091
 SQ0091.The horizontal coordinates were scaled from a topographic map and have
 SQ0091.an estimated accuracy of +/- 6 seconds.
 SQ0091
 SQ0091.The orthometric height was determined by differential leveling
 SQ0091.and adjusted by the National Geodetic Survey in June 1991..
 SQ0091
 SQ0091.The geoid height was determined by GEOID03.
 SQ0091
 SQ0091.The dynamic height is computed by dividing the NAVD 88
 SQ0091.geopotential number by the normal gravity value computed on the
 SQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0091.degrees latitude (g = 980.6199 gals.).
 SQ0091
 SQ0091.The modeled gravity was interpolated from observed gravity values.
 SQ0091
 SQ0091;                    North         East    Units  Estimated Accuracy
 SQ0091;SPC MT       -   349,460.      836,280.      MT  (+/- 180 meters Scaled)
 SQ0091
 SQ0091                          SUPERSEDED SURVEY CONTROL
 SQ0091
 SQ0091  NGVD 29 (??/??/92)  720.380  (m)         2363.45   (f) ADJ UNCH    2 0
 SQ0091
 SQ0091.Superseded values are not recommended for survey control.
 SQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0091.See file dsdata.txt to determine how the superseded data were derived.
 SQ0091
 SQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN965452(NAD 83)
 SQ0091_MARKER: DB = BENCH MARK DISK
 SQ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0091_STAMPING: F 83 1934
 SQ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0091+STABILITY: SURFACE MOTION
 SQ0091
 SQ0091  HISTORY     - Date     Condition        Report By
 SQ0091  HISTORY     - 1934     MONUMENTED       CGS
 SQ0091  HISTORY     - 1967     GOOD             NGS
 SQ0091
 SQ0091                          STATION DESCRIPTION
 SQ0091
 SQ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SQ0091'25 MI E FROM JORDEN.
 SQ0091'THE MARK IS A STANDARD DISK STAMPED F 83 1934 SET IN A SIX INCH SQUARE
 SQ0091'CONCRETE POST WHICH PROJECTS 0.8 FOOT.  IT IS 62 FEET NORTH OF THE
 SQ0091'CENTER OF THE ROAD, 40 YARDS EAST OF AN ANGLE IN THE FENCE LINE, 19
 SQ0091'FEET SOUTH OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST. TO
 SQ0091'REACH FROM THE MAIN INTERSECTION IN JORDEN GO EAST ON STATE HIGHWAY 20
 SQ0091'FOT 26.6 MILES TO A GRAVEL CROSS ROAD.  TURN LEFT AND GO NORTH 0.75
 SQ0091'MILES TO A BRIDGE OVER BIG DRY CREEK, CONTINUE NORTH 0.2 MILE TO THE
 SQ0091'SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.25 MILE TO THE MARK ON THE
 SQ0091'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0121 ***********************************************************************
 SP0121  DESIGNATION -  F 84
 SP0121  PID         -  SP0121
 SP0121  STATE/COUNTY-  MT/MCCONE
 SP0121  USGS QUAD   -  GADY COULEE (1983)
 SP0121
 SP0121                         *CURRENT SURVEY CONTROL
 SP0121  ___________________________________________________________________
 SP0121* NAD 83(1986)-  47 55 53.     (N)    105 29 49.     (W)     SCALED    
 SP0121* NAVD 88     -       772.850  (meters)    2535.59   (feet)  ADJUSTED  
 SP0121  ___________________________________________________________________
 SP0121  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 SP0121  DYNAMIC HT  -         772.915 (meters)    2535.81  (feet)  COMP
 SP0121  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 SP0121
 SP0121  VERT ORDER  -  SECOND    CLASS 0
 SP0121
 SP0121.The horizontal coordinates were scaled from a topographic map and have
 SP0121.an estimated accuracy of +/- 6 seconds.
 SP0121
 SP0121.The orthometric height was determined by differential leveling
 SP0121.and adjusted by the National Geodetic Survey in June 1991..
 SP0121
 SP0121.The geoid height was determined by GEOID03.
 SP0121
 SP0121.The dynamic height is computed by dividing the NAVD 88
 SP0121.geopotential number by the normal gravity value computed on the
 SP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0121.degrees latitude (g = 980.6199 gals.).
 SP0121
 SP0121.The modeled gravity was interpolated from observed gravity values.
 SP0121
 SP0121;                    North         East    Units  Estimated Accuracy
 SP0121;SPC MT       -   416,710.      898,850.      MT  (+/- 180 meters Scaled)
 SP0121
 SP0121                          SUPERSEDED SURVEY CONTROL
 SP0121
 SP0121  NGVD 29 (??/??/92)  772.255  (m)         2533.64   (f) ADJ UNCH    2 0
 SP0121
 SP0121.Superseded values are not recommended for survey control.
 SP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0121.See file dsdata.txt to determine how the superseded data were derived.
 SP0121
 SP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP628087(NAD 83)
 SP0121_MARKER: DB = BENCH MARK DISK
 SP0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0121_STAMPING: F 84 1934
 SP0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0121+STABILITY: SURFACE MOTION
 SP0121
 SP0121  HISTORY     - Date     Condition        Report By
 SP0121  HISTORY     - 1934     MONUMENTED       CGS
 SP0121  HISTORY     - 1977     GOOD             USGS
 SP0121
 SP0121                          STATION DESCRIPTION
 SP0121
 SP0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0121'14.1 MI S FROM MACON.
 SP0121'IN MCCONE COUNTY, 14.1 MILES SOUTH ALONG STATE HIGHWAY 13 FROM MACON,
 SP0121'ROOSEVELT COUNTY, 38 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SP0121'AND 8 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 SP0121'STAMPED F 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0121
 SP0121                          STATION RECOVERY (1977)
 SP0121
 SP0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0121'INTERSECTION STATE HWY. 13 AND COUNTY RD. 528. INTERSECTION IS 0.3
 SP0121'MI. SOUTH OF CENTERLINE OF BRIDGE OVER MISSOURI RIVER. SOUTH 10.7 MI.
 SP0121'TO REVERSE Y-RD ON THE LEFT. TURN LEFT AND GO NORTH ON TRACK RD. 1.05
 SP0121'MI. TO BM ON THE EAST SIDE OF THE RD. BM IS 28 FT. EAST OF THE
 SP0121'CENTERLINE OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0173 ***********************************************************************
 RU0173  DESIGNATION -  F 85
 RU0173  PID         -  RU0173
 RU0173  STATE/COUNTY-  MT/GARFIELD
 RU0173  USGS QUAD   -  BLACK HILLS (1965)
 RU0173
 RU0173                         *CURRENT SURVEY CONTROL
 RU0173  ___________________________________________________________________
 RU0173* NAD 83(1986)-  46 59 23.     (N)    106 41 31.     (W)     SCALED    
 RU0173* NAVD 88     -       853.584  (meters)    2800.47   (feet)  ADJUSTED  
 RU0173  ___________________________________________________________________
 RU0173  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 RU0173  DYNAMIC HT  -         853.552 (meters)    2800.36  (feet)  COMP
 RU0173  MODELED GRAV-     980,547.9   (mgal)                       NAVD 88
 RU0173
 RU0173  VERT ORDER  -  SECOND    CLASS 0
 RU0173
 RU0173.The horizontal coordinates were scaled from a topographic map and have
 RU0173.an estimated accuracy of +/- 6 seconds.
 RU0173
 RU0173.The orthometric height was determined by differential leveling
 RU0173.and adjusted by the National Geodetic Survey in June 1991..
 RU0173
 RU0173.The geoid height was determined by GEOID03.
 RU0173
 RU0173.The dynamic height is computed by dividing the NAVD 88
 RU0173.geopotential number by the normal gravity value computed on the
 RU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0173.degrees latitude (g = 980.6199 gals.).
 RU0173
 RU0173.The modeled gravity was interpolated from observed gravity values.
 RU0173
 RU0173;                    North         East    Units  Estimated Accuracy
 RU0173;SPC MT       -   308,260.      813,440.      MT  (+/- 180 meters Scaled)
 RU0173
 RU0173                          SUPERSEDED SURVEY CONTROL
 RU0173
 RU0173  NGVD 29 (??/??/92)  852.919  (m)         2798.29   (f) ADJ UNCH    2 0
 RU0173
 RU0173.Superseded values are not recommended for survey control.
 RU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0173.See file dsdata.txt to determine how the superseded data were derived.
 RU0173
 RU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN713054(NAD 83)
 RU0173_MARKER: DB = BENCH MARK DISK
 RU0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0173_STAMPING: F-85 1934
 RU0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0173+STABILITY: SURFACE MOTION
 RU0173
 RU0173  HISTORY     - Date     Condition        Report By
 RU0173  HISTORY     - 1934     MONUMENTED       CGS
 RU0173  HISTORY     - 1965     GOOD             USGS
 RU0173
 RU0173                          STATION DESCRIPTION
 RU0173
 RU0173'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RU0173'5.3 MI SW FROM COHAGEN.
 RU0173'COHAGEN, 6.3 MILES SW OF ALONG THE FORSYTH ROAD.  ABOUT 0.35 MILE SW
 RU0173'OF THE JCT OF THE FORSYTH ROAD AND INGOMAR ROAD.  ON THE SOUTH LINE OF
 RU0173'SECTION 5 T-14-N R-40-E.  0.7 MILE NE OF THE CROSSING OF LITTLE DRY
 RU0173'CREEK.  ON THE EAST SIDE OF A LOW HILL.  107 FT SW OF THE CENTER LINE
 RU0173'OF A STEEL CULVERT.  45 FT SW OF A Y-ROAD JCT.  IN TOP OF A CONCRETE
 RU0173'POST.  A STD DISK STAMPED F-85 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0137 ***********************************************************************
 RU0137  DESIGNATION -  F 86
 RU0137  PID         -  RU0137
 RU0137  STATE/COUNTY-  MT/ROSEBUD
 RU0137  USGS QUAD   -  FORSYTH (1984)
 RU0137
 RU0137                         *CURRENT SURVEY CONTROL
 RU0137  ___________________________________________________________________
 RU0137* NAD 83(1986)-  46 20 33.     (N)    106 41 43.     (W)     SCALED    
 RU0137* NAVD 88     -       913.314  (meters)    2996.43   (feet)  ADJUSTED  
 RU0137  ___________________________________________________________________
 RU0137  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 RU0137  DYNAMIC HT  -         913.210 (meters)    2996.09  (feet)  COMP
 RU0137  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 RU0137
 RU0137  VERT ORDER  -  FIRST     CLASS II
 RU0137
 RU0137.The horizontal coordinates were scaled from a topographic map and have
 RU0137.an estimated accuracy of +/- 6 seconds.
 RU0137
 RU0137.The orthometric height was determined by differential leveling
 RU0137.and adjusted by the National Geodetic Survey in June 1991..
 RU0137
 RU0137.The geoid height was determined by GEOID03.
 RU0137
 RU0137.The dynamic height is computed by dividing the NAVD 88
 RU0137.geopotential number by the normal gravity value computed on the
 RU0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0137.degrees latitude (g = 980.6199 gals.).
 RU0137
 RU0137.The modeled gravity was interpolated from observed gravity values.
 RU0137
 RU0137;                    North         East    Units  Estimated Accuracy
 RU0137;SPC MT       -   236,390.      815,760.      MT  (+/- 180 meters Scaled)
 RU0137
 RU0137                          SUPERSEDED SURVEY CONTROL
 RU0137
 RU0137  NGVD 29 (??/??/92)  912.672  (m)         2994.32   (f) ADJ UNCH    1 2
 RU0137
 RU0137.Superseded values are not recommended for survey control.
 RU0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0137.See file dsdata.txt to determine how the superseded data were derived.
 RU0137
 RU0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM695334(NAD 83)
 RU0137_MARKER: DB = BENCH MARK DISK
 RU0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0137_STAMPING: F 86 1934
 RU0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0137+STABILITY: SURFACE MOTION
 RU0137
 RU0137  HISTORY     - Date     Condition        Report By
 RU0137  HISTORY     - 1934     MONUMENTED       CGS
 RU0137  HISTORY     - 1960     GOOD             NGS
 RU0137
 RU0137                          STATION DESCRIPTION
 RU0137
 RU0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0137'7.45 MI N FROM FORSYTH.
 RU0137'ABOUT 0.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0137'STATION AT FORSYTH, THENCE 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 12,
 RU0137'THENCE 0.7 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 4.7 MILES
 RU0137'NORTH ALONG A GRAVELED ROAD, IN SECTION 22, R 40 E, T 7 N, 60 FEET
 RU0137'NORTH OF THE CENTER LINE OF THE ROAD, 57 FEET NORTH OF THE NORTH END
 RU0137'OF A CATTLE GUARD, 5 1/2 FEET EAST OF A FENCE LINE, 1.5 FEET WEST OF A
 RU0137'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 12
 RU0137'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4485 ***********************************************************************
 AA4485  DESIGNATION -  F 87 RESET
 AA4485  PID         -  AA4485
 AA4485  STATE/COUNTY-  MT/GARFIELD
 AA4485  USGS QUAD   -  HILLSIDE (1965)
 AA4485
 AA4485                         *CURRENT SURVEY CONTROL
 AA4485  ___________________________________________________________________
 AA4485* NAD 83(1986)-  46 56 04.     (N)    106 26 03.     (W)     SCALED    
 AA4485* NAVD 88     -       860.35   (meters)    2822.7    (feet)  RESET     
 AA4485  ___________________________________________________________________
 AA4485  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 AA4485
 AA4485  VERT ORDER  -  THIRD
 AA4485
 AA4485.The horizontal coordinates were scaled from a topographic map and have
 AA4485.an estimated accuracy of +/- 6 seconds.
 AA4485
 AA4485.The orthometric height was computed from unverified reset data.
 AA4485
 AA4485.The geoid height was determined by GEOID03.
 AA4485
 AA4485;                    North         East    Units  Estimated Accuracy
 AA4485;SPC MT       -   302,860.      833,260.      MT  (+/- 180 meters Scaled)
 AA4485
 AA4485                          SUPERSEDED SURVEY CONTROL
 AA4485
 AA4485.No superseded survey control is available for this station.
 AA4485
 AA4485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM908988(NAD 83)
 AA4485_MARKER: DD = SURVEY DISK
 AA4485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4485_STAMPING: F 87 RESET 1995
 AA4485_MARK LOGO: MTDOT 
 AA4485_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA4485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4485+STABILITY: SURFACE MOTION
 AA4485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4485+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA4485
 AA4485  HISTORY     - Date     Condition        Report By
 AA4485  HISTORY     - 1995     MONUMENTED       MTDOT
 AA4485
 AA4485                          STATION DESCRIPTION
 AA4485
 AA4485'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 AA4485'THE STATION IS LOCATED ABOUT 12.4 MI (20.0 KM) NORTHWEST OF ROCK
 AA4485'SPRINGS, 10.2 MI (16.4 KM) NORTHWEST OF THE HILLSIDE RANCH AND ON THE
 AA4485'SOUTHWEST SIDE OF STATE HIGHWAY 59.  TO REACH FROM THE CROSSROAD IN
 AA4485'ROCK SPRINGS, GO NORTHWEST ON STATE HIGHWAY 59 FOR 2.15 MI (3.46 KM TO
 AA4485'THE HEADQUARTERS OF THE HILLSIDE RANCH ON THE LEFT.  CONTINUE
 AA4485'NORTHWEST ON THE HIGHWAY FOR 10.2 MI (16.4 KM) TO THE TOP OF A GRADE
 AA4485'AND THE STATION ON THE LEFT.  THE STATION MARK IS 298.6 FT (91.0 M)
 AA4485'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 18.0 FT (5.5 M) NORTHEAST OF
 AA4485'THE CENTER OF A RANCH TRAIL AND 3.0 FT (0.9 M) NORTHEAST OF A WITNESS
 AA4485'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0035 ***********************************************************************
 SQ0035  DESIGNATION -  F 88
 SQ0035  PID         -  SQ0035
 SQ0035  STATE/COUNTY-  MT/GARFIELD
 SQ0035  USGS QUAD   -  NORVILLE CREEK (1972)
 SQ0035
 SQ0035                         *CURRENT SURVEY CONTROL
 SQ0035  ___________________________________________________________________
 SQ0035* NAD 83(1986)-  47 45 25.     (N)    106 25 37.     (W)     SCALED    
 SQ0035* NAVD 88     -       727.933  (meters)    2388.23   (feet)  ADJUSTED  
 SQ0035  ___________________________________________________________________
 SQ0035  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SQ0035  DYNAMIC HT  -         727.977 (meters)    2388.37  (feet)  COMP
 SQ0035  MODELED GRAV-     980,648.9   (mgal)                       NAVD 88
 SQ0035
 SQ0035  VERT ORDER  -  SECOND    CLASS 0
 SQ0035
 SQ0035.The horizontal coordinates were scaled from a topographic map and have
 SQ0035.an estimated accuracy of +/- 6 seconds.
 SQ0035
 SQ0035.The orthometric height was determined by differential leveling
 SQ0035.and adjusted by the National Geodetic Survey in June 1991..
 SQ0035
 SQ0035.The geoid height was determined by GEOID03.
 SQ0035
 SQ0035.The dynamic height is computed by dividing the NAVD 88
 SQ0035.geopotential number by the normal gravity value computed on the
 SQ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0035.degrees latitude (g = 980.6199 gals.).
 SQ0035
 SQ0035.The modeled gravity was interpolated from observed gravity values.
 SQ0035
 SQ0035;                    North         East    Units  Estimated Accuracy
 SQ0035;SPC MT       -   394,200.      830,220.      MT  (+/- 180 meters Scaled)
 SQ0035
 SQ0035                          SUPERSEDED SURVEY CONTROL
 SQ0035
 SQ0035  NGVD 29 (??/??/92)  727.302  (m)         2386.16   (f) ADJ UNCH    2 0
 SQ0035
 SQ0035.Superseded values are not recommended for survey control.
 SQ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0035.See file dsdata.txt to determine how the superseded data were derived.
 SQ0035
 SQ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN930902(NAD 83)
 SQ0035_MARKER: DB = BENCH MARK DISK
 SQ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0035_STAMPING: F-88 1934
 SQ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0035+STABILITY: SURFACE MOTION
 SQ0035
 SQ0035  HISTORY     - Date     Condition        Report By
 SQ0035  HISTORY     - 1934     MONUMENTED       CGS
 SQ0035  HISTORY     - 1970     GOOD             DOD
 SQ0035
 SQ0035                          STATION DESCRIPTION
 SQ0035
 SQ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0035'0.4 MI SE FROM HAXBY.
 SQ0035'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 22 FROM HAXBY, GARFIELD
 SQ0035'COUNTY, ABOUT 30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 SQ0035'4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 SQ0035'F 88 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SQ0035
 SQ0035                          STATION RECOVERY (1970)
 SQ0035
 SQ0035'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 SQ0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0068 ***********************************************************************
 SR0068  DESIGNATION -  F 89
 SR0068  PID         -  SR0068
 SR0068  STATE/COUNTY-  MT/PETROLEUM
 SR0068  USGS QUAD   -  INGALS DAM (1986)
 SR0068
 SR0068                         *CURRENT SURVEY CONTROL
 SR0068  ___________________________________________________________________
 SR0068* NAD 83(1986)-  47 00 38.     (N)    108 13 26.     (W)     SCALED    
 SR0068* NAVD 88     -       886.285  (meters)    2907.75   (feet)  ADJUSTED  
 SR0068  ___________________________________________________________________
 SR0068  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 SR0068  DYNAMIC HT  -         886.250 (meters)    2907.64  (feet)  COMP
 SR0068  MODELED GRAV-     980,544.1   (mgal)                       NAVD 88
 SR0068
 SR0068  VERT ORDER  -  SECOND    CLASS 0
 SR0068
 SR0068.The horizontal coordinates were scaled from a topographic map and have
 SR0068.an estimated accuracy of +/- 6 seconds.
 SR0068
 SR0068.The orthometric height was determined by differential leveling
 SR0068.and adjusted by the National Geodetic Survey in June 1991..
 SR0068
 SR0068.The geoid height was determined by GEOID03.
 SR0068
 SR0068.The dynamic height is computed by dividing the NAVD 88
 SR0068.geopotential number by the normal gravity value computed on the
 SR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0068.degrees latitude (g = 980.6199 gals.).
 SR0068
 SR0068.The modeled gravity was interpolated from observed gravity values.
 SR0068
 SR0068;                    North         East    Units  Estimated Accuracy
 SR0068;SPC MT       -   307,540.      696,970.      MT  (+/- 180 meters Scaled)
 SR0068
 SR0068                          SUPERSEDED SURVEY CONTROL
 SR0068
 SR0068  NGVD 29 (??/??/92)  885.589  (m)         2905.47   (f) ADJ UNCH    2 0
 SR0068
 SR0068.Superseded values are not recommended for survey control.
 SR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0068.See file dsdata.txt to determine how the superseded data were derived.
 SR0068
 SR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT110100(NAD 83)
 SR0068_MARKER: DB = BENCH MARK DISK
 SR0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0068_STAMPING: F 89 1934
 SR0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0068+STABILITY: SURFACE MOTION
 SR0068
 SR0068  HISTORY     - Date     Condition        Report By
 SR0068  HISTORY     - 1934     MONUMENTED       CGS
 SR0068  HISTORY     - 1978     GOOD             USGS
 SR0068
 SR0068                          STATION DESCRIPTION
 SR0068
 SR0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0068'6.5 MI NE FROM WINNETT.
 SR0068'6.5 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM WINNETT, PETROLEUM
 SR0068'COUNTY, 0.6 MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTH, AND
 SR0068'ABOUT 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 SR0068'DISK, STAMPED F 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SR0068
 SR0068                          STATION RECOVERY (1978)
 SR0068
 SR0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SR0068'FROM JUNCTION OF HWYS 244 AND 200, GO EAST APPROX. 6.4 MI. APPROX.
 SR0068'0.6 MI E OF ROAD TO LAKE PETROLIA. APPROX 80 FT N FROM CENTERLINE OF
 SR0068'HWY. A STANDARD DISK STAMPED F89 1934 AND SET IN THE TOP OF A
 SR0068'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0406 ***********************************************************************
 ST0406  DESIGNATION -  F 9 ASTRO
 ST0406  PID         -  ST0406
 ST0406  STATE/COUNTY-  MT/TETON
 ST0406  USGS QUAD   -  SPLIT ROCK LAKE (1995)
 ST0406
 ST0406                         *CURRENT SURVEY CONTROL
 ST0406  ___________________________________________________________________
 ST0406* NAD 83(1986)-  47 44 17.     (N)    112 30 48.     (W)     SCALED    
 ST0406* NAVD 88     -      1389.202  (meters)    4557.74   (feet)  ADJUSTED  
 ST0406  ___________________________________________________________________
 ST0406  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 ST0406  DYNAMIC HT  -        1389.027 (meters)    4557.17  (feet)  COMP
 ST0406  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 ST0406
 ST0406  VERT ORDER  -  SECOND    CLASS 0
 ST0406
 ST0406.The horizontal coordinates were scaled from a topographic map and have
 ST0406.an estimated accuracy of +/- 6 seconds.
 ST0406
 ST0406.The orthometric height was determined by differential leveling
 ST0406.and adjusted by the National Geodetic Survey in June 1991..
 ST0406
 ST0406.The geoid height was determined by GEOID03.
 ST0406
 ST0406.The dynamic height is computed by dividing the NAVD 88
 ST0406.geopotential number by the normal gravity value computed on the
 ST0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0406.degrees latitude (g = 980.6199 gals.).
 ST0406
 ST0406.The modeled gravity was interpolated from observed gravity values.
 ST0406
 ST0406;                    North         East    Units  Estimated Accuracy
 ST0406;SPC MT       -   391,930.      374,170.      MT  (+/- 180 meters Scaled)
 ST0406
 ST0406                          SUPERSEDED SURVEY CONTROL
 ST0406
 ST0406  NGVD 29 (??/??/92) 1388.15   (m)         4554.3    (f) COMPUTED    2 0
 ST0406
 ST0406.Superseded values are not recommended for survey control.
 ST0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0406.See file dsdata.txt to determine how the superseded data were derived.
 ST0406
 ST0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT865882(NAD 83)
 ST0406_MARKER: Z = SEE DESCRIPTION
 ST0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0406_SP_SET: STEEL ROD
 ST0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0406
 ST0406  HISTORY     - Date     Condition        Report By
 ST0406  HISTORY     - UNK      MONUMENTED       USAF
 ST0406  HISTORY     - 1961     GOOD             NGS
 ST0406
 ST0406                          STATION DESCRIPTION
 ST0406
 ST0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0406'18.65 MI SW FROM CHOTEAU.
 ST0406'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0406'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 12.35 MILES
 ST0406'WEST ALONG A GRAVEL ROAD, 0.05 MILE EAST OF THE ENTRANCE ROAD TO F 9,
 ST0406'116 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF
 ST0406'THE FENCE AROUND SITE F 9, 22 FEET NORTH OF THE CENTER LINE OF THE
 ST0406'ROAD, 5.0 FEET SOUTH OF A FENCE, ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 ST0406'A 1-INCH STEEL REFORCING ROD DRIVEN INTO THE GROUND PROJECTING 0.2
 ST0406'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0407 ***********************************************************************
 ST0407  DESIGNATION -  F 9 S
 ST0407  PID         -  ST0407
 ST0407  STATE/COUNTY-  MT/TETON
 ST0407  USGS QUAD   -  SPLIT ROCK LAKE (1995)
 ST0407
 ST0407                         *CURRENT SURVEY CONTROL
 ST0407  ___________________________________________________________________
 ST0407* NAD 83(1986)-  47 44 17.     (N)    112 30 25.     (W)     SCALED    
 ST0407* NAVD 88     -      1382.062  (meters)    4534.32   (feet)  ADJUSTED  
 ST0407  ___________________________________________________________________
 ST0407  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 ST0407  DYNAMIC HT  -        1381.888 (meters)    4533.74  (feet)  COMP
 ST0407  MODELED GRAV-     980,438.0   (mgal)                       NAVD 88
 ST0407
 ST0407  VERT ORDER  -  SECOND    CLASS 0
 ST0407
 ST0407.The horizontal coordinates were scaled from a topographic map and have
 ST0407.an estimated accuracy of +/- 6 seconds.
 ST0407
 ST0407.The orthometric height was determined by differential leveling
 ST0407.and adjusted by the National Geodetic Survey in June 1991..
 ST0407
 ST0407.The geoid height was determined by GEOID03.
 ST0407
 ST0407.The dynamic height is computed by dividing the NAVD 88
 ST0407.geopotential number by the normal gravity value computed on the
 ST0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0407.degrees latitude (g = 980.6199 gals.).
 ST0407
 ST0407.The modeled gravity was interpolated from observed gravity values.
 ST0407
 ST0407;                    North         East    Units  Estimated Accuracy
 ST0407;SPC MT       -   391,910.      374,650.      MT  (+/- 180 meters Scaled)
 ST0407
 ST0407                          SUPERSEDED SURVEY CONTROL
 ST0407
 ST0407  NGVD 29 (??/??/92) 1381.017  (m)         4530.89   (f) ADJ UNCH    2 0
 ST0407
 ST0407.Superseded values are not recommended for survey control.
 ST0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0407.See file dsdata.txt to determine how the superseded data were derived.
 ST0407
 ST0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT870882(NAD 83)
 ST0407_MARKER: DS = TRIANGULATION STATION DISK
 ST0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0407_STAMPING: F 9 S 1961
 ST0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0407+STABILITY: SURFACE MOTION
 ST0407
 ST0407  HISTORY     - Date     Condition        Report By
 ST0407  HISTORY     - 1961     MONUMENTED       CGS
 ST0407
 ST0407                          STATION DESCRIPTION
 ST0407
 ST0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0407'18.3 MI SW FROM CHOTEAU.
 ST0407'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0407'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 12.0 MILES
 ST0407'WEST ALONG A GRAVEL ROAD, 48 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 ST0407'ROAD, 4 1/2 FEET EAST-NORTHEAST OF A POWER LINE POLE, 3.7 FEET WEST OF
 ST0407'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0407'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0410 ***********************************************************************
 ST0410  DESIGNATION -  F 9 S AZ MK
 ST0410  PID         -  ST0410
 ST0410  STATE/COUNTY-  MT/TETON
 ST0410  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0410
 ST0410                         *CURRENT SURVEY CONTROL
 ST0410  ___________________________________________________________________
 ST0410* NAD 83(1986)-  47 44 24.     (N)    112 29 51.     (W)     SCALED    
 ST0410* NAVD 88     -      1373.128  (meters)    4505.00   (feet)  ADJUSTED  
 ST0410  ___________________________________________________________________
 ST0410  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 ST0410  DYNAMIC HT  -        1372.957 (meters)    4504.44  (feet)  COMP
 ST0410  MODELED GRAV-     980,439.6   (mgal)                       NAVD 88
 ST0410
 ST0410  VERT ORDER  -  SECOND    CLASS 0
 ST0410
 ST0410.The horizontal coordinates were scaled from a topographic map and have
 ST0410.an estimated accuracy of +/- 6 seconds.
 ST0410
 ST0410.The orthometric height was determined by differential leveling
 ST0410.and adjusted by the National Geodetic Survey in June 1991..
 ST0410
 ST0410.The geoid height was determined by GEOID03.
 ST0410
 ST0410.The dynamic height is computed by dividing the NAVD 88
 ST0410.geopotential number by the normal gravity value computed on the
 ST0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0410.degrees latitude (g = 980.6199 gals.).
 ST0410
 ST0410.The modeled gravity was interpolated from observed gravity values.
 ST0410
 ST0410;                    North         East    Units  Estimated Accuracy
 ST0410;SPC MT       -   392,100.      375,360.      MT  (+/- 180 meters Scaled)
 ST0410
 ST0410                          SUPERSEDED SURVEY CONTROL
 ST0410
 ST0410  NGVD 29 (??/??/92) 1372.085  (m)         4501.58   (f) ADJ UNCH    2 0
 ST0410
 ST0410.Superseded values are not recommended for survey control.
 ST0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0410.See file dsdata.txt to determine how the superseded data were derived.
 ST0410
 ST0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT877884(NAD 83)
 ST0410_MARKER: DZ = AZIMUTH MARK DISK
 ST0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0410_STAMPING: F 9 S 1961
 ST0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0410+STABILITY: SURFACE MOTION
 ST0410
 ST0410  HISTORY     - Date     Condition        Report By
 ST0410  HISTORY     - 1961     MONUMENTED       CGS
 ST0410
 ST0410                          STATION DESCRIPTION
 ST0410
 ST0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0410'17.85 MI SW FROM CHOTEAU.
 ST0410'0.8 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0410'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 11.55 MILES
 ST0410'WEST ALONG A GRAVEL ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 ST0410'ROAD, 27 FEET NORTHWEST OF A POWER LINE POLE, 13.4 FEET SOUTHEAST OF
 ST0410'THE SOUTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 2.5 FEET
 ST0410'SOUTH OF A FENCE, 3.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT
 ST0410'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ST0410'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0409 ***********************************************************************
 ST0409  DESIGNATION -  F 9 S RM 1
 ST0409  PID         -  ST0409
 ST0409  STATE/COUNTY-  MT/TETON
 ST0409  USGS QUAD   -  SPLIT ROCK LAKE (1995)
 ST0409
 ST0409                         *CURRENT SURVEY CONTROL
 ST0409  ___________________________________________________________________
 ST0409* NAD 83(1986)-  47 44 17.     (N)    112 30 23.     (W)     SCALED    
 ST0409* NAVD 88     -      1381.808  (meters)    4533.48   (feet)  ADJUSTED  
 ST0409  ___________________________________________________________________
 ST0409  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 ST0409  DYNAMIC HT  -        1381.635 (meters)    4532.91  (feet)  COMP
 ST0409  MODELED GRAV-     980,438.1   (mgal)                       NAVD 88
 ST0409
 ST0409  VERT ORDER  -  SECOND    CLASS 0
 ST0409
 ST0409.The horizontal coordinates were scaled from a topographic map and have
 ST0409.an estimated accuracy of +/- 6 seconds.
 ST0409
 ST0409.The orthometric height was determined by differential leveling
 ST0409.and adjusted by the National Geodetic Survey in June 1991..
 ST0409
 ST0409.The geoid height was determined by GEOID03.
 ST0409
 ST0409.The dynamic height is computed by dividing the NAVD 88
 ST0409.geopotential number by the normal gravity value computed on the
 ST0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0409.degrees latitude (g = 980.6199 gals.).
 ST0409
 ST0409.The modeled gravity was interpolated from observed gravity values.
 ST0409
 ST0409;                    North         East    Units  Estimated Accuracy
 ST0409;SPC MT       -   391,910.      374,690.      MT  (+/- 180 meters Scaled)
 ST0409
 ST0409                          SUPERSEDED SURVEY CONTROL
 ST0409
 ST0409  NGVD 29 (??/??/92) 1380.763  (m)         4530.05   (f) ADJ UNCH    2 0
 ST0409
 ST0409.Superseded values are not recommended for survey control.
 ST0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0409.See file dsdata.txt to determine how the superseded data were derived.
 ST0409
 ST0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT870882(NAD 83)
 ST0409_MARKER: DR = REFERENCE MARK DISK
 ST0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0409_STAMPING: F 9 S NO. 1 1961
 ST0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0409+STABILITY: SURFACE MOTION
 ST0409
 ST0409  HISTORY     - Date     Condition        Report By
 ST0409  HISTORY     - 1961     MONUMENTED       CGS
 ST0409
 ST0409                          STATION DESCRIPTION
 ST0409
 ST0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0409'18.3 MI SW FROM CHOTEAU.
 ST0409'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0409'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 12.0 MILES
 ST0409'WEST ALONG A GRAVEL ROAD, 39 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 ST0409'ROAD, 66.87 FEET EAST-NORTHEAST OF TRIANGULATION STATION F 9 S, ABOUT
 ST0409'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ST0409'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0408 ***********************************************************************
 ST0408  DESIGNATION -  F 9 S RM 2
 ST0408  PID         -  ST0408
 ST0408  STATE/COUNTY-  MT/TETON
 ST0408  USGS QUAD   -  SPLIT ROCK LAKE (1995)
 ST0408
 ST0408                         *CURRENT SURVEY CONTROL
 ST0408  ___________________________________________________________________
 ST0408* NAD 83(1986)-  47 44 15.     (N)    112 30 24.     (W)     SCALED    
 ST0408* NAVD 88     -      1382.271  (meters)    4535.00   (feet)  ADJUSTED  
 ST0408  ___________________________________________________________________
 ST0408  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 ST0408  DYNAMIC HT  -        1382.097 (meters)    4534.43  (feet)  COMP
 ST0408  MODELED GRAV-     980,438.0   (mgal)                       NAVD 88
 ST0408
 ST0408  VERT ORDER  -  SECOND    CLASS 0
 ST0408
 ST0408.The horizontal coordinates were scaled from a topographic map and have
 ST0408.an estimated accuracy of +/- 6 seconds.
 ST0408
 ST0408.The orthometric height was determined by differential leveling
 ST0408.and adjusted by the National Geodetic Survey in June 1991..
 ST0408
 ST0408.The geoid height was determined by GEOID03.
 ST0408
 ST0408.The dynamic height is computed by dividing the NAVD 88
 ST0408.geopotential number by the normal gravity value computed on the
 ST0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0408.degrees latitude (g = 980.6199 gals.).
 ST0408
 ST0408.The modeled gravity was interpolated from observed gravity values.
 ST0408
 ST0408;                    North         East    Units  Estimated Accuracy
 ST0408;SPC MT       -   391,850.      374,670.      MT  (+/- 180 meters Scaled)
 ST0408
 ST0408                          SUPERSEDED SURVEY CONTROL
 ST0408
 ST0408  NGVD 29 (??/??/92) 1381.226  (m)         4531.57   (f) ADJ UNCH    2 0
 ST0408
 ST0408.Superseded values are not recommended for survey control.
 ST0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0408.See file dsdata.txt to determine how the superseded data were derived.
 ST0408
 ST0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT870882(NAD 83)
 ST0408_MARKER: DR = REFERENCE MARK DISK
 ST0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0408_STAMPING: F 9 S NO. 2 1961
 ST0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0408+STABILITY: SURFACE MOTION
 ST0408
 ST0408  HISTORY     - Date     Condition        Report By
 ST0408  HISTORY     - 1961     MONUMENTED       CGS
 ST0408
 ST0408                          STATION DESCRIPTION
 ST0408
 ST0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0408'18.3 MI SW FROM CHOTEAU.
 ST0408'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0408'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 12.0 MILES
 ST0408'WEST ALONG A GRAVEL ROAD, 103 FEET SOUTH OF THE CENTER LINE OF THE
 ST0408'ROAD, 54.71 FEET SOUTH OF TRIANGULATION STATION F 9 S, 52 1/2 FEET
 ST0408'SOUTH OF A POWER LINE POLE WITH A SMALL TRIANGULAR BLAZE, ABOUT LEVEL
 ST0408'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ST0408'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0005 ***********************************************************************
 TH0005  DESIGNATION -  F 90
 TH0005  PID         -  TH0005
 TH0005  STATE/COUNTY-  MT/SHERIDAN
 TH0005  USGS QUAD   -  ANTELOPE (1988)
 TH0005
 TH0005                         *CURRENT SURVEY CONTROL
 TH0005  ___________________________________________________________________
 TH0005* NAD 83(1986)-  48 38 13.     (N)    104 26 54.     (W)     SCALED    
 TH0005* NAVD 88     -       603.472  (meters)    1979.89   (feet)  POSTED    
 TH0005  ___________________________________________________________________
 TH0005  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TH0005  DYNAMIC HT  -         603.570 (meters)    1980.21  (feet)  COMP
 TH0005  MODELED GRAV-     980,757.7   (mgal)                       NAVD 88
 TH0005
 TH0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TH0005
 TH0005.The horizontal coordinates were scaled from a topographic map and have
 TH0005.an estimated accuracy of +/- 6 seconds.
 TH0005
 TH0005.The orthometric height was determined by differential leveling
 TH0005.and adjusted by the National Geodetic Survey in 1992..
 TH0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TH0005.rate of 0.0 thru 1.0 mm/km.
 TH0005
 TH0005.The geoid height was determined by GEOID03.
 TH0005
 TH0005.The dynamic height is computed by dividing the NAVD 88
 TH0005.geopotential number by the normal gravity value computed on the
 TH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0005.degrees latitude (g = 980.6199 gals.).
 TH0005
 TH0005.The modeled gravity was interpolated from observed gravity values.
 TH0005
 TH0005;                    North         East    Units  Estimated Accuracy
 TH0005;SPC MT       -   499,500.      971,990.      MT  (+/- 180 meters Scaled)
 TH0005
 TH0005                          SUPERSEDED SURVEY CONTROL
 TH0005
 TH0005  NGVD 29 (??/??/92)  602.958  (m)         1978.20   (f) ADJ UNCH    2 0
 TH0005
 TH0005.Superseded values are not recommended for survey control.
 TH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0005.See file dsdata.txt to determine how the superseded data were derived.
 TH0005
 TH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP406872(NAD 83)
 TH0005_MARKER: DB = BENCH MARK DISK
 TH0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0005_STAMPING: F 90 1934
 TH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0005+STABILITY: SURFACE MOTION
 TH0005
 TH0005  HISTORY     - Date     Condition        Report By
 TH0005  HISTORY     - 1934     MONUMENTED       CGS
 TH0005
 TH0005                          STATION DESCRIPTION
 TH0005
 TH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0005'2.0 MI N FROM RESERVE.
 TH0005'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM RESERVE,
 TH0005'SHERIDAN COUNTY, 68 YARDS NORTH OF MILEPOST 42, ON THE SIDE OF A SMALL
 TH0005'HILL, 109 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 19 FEET EAST
 TH0005'OF THE RIGHT-OF-WAY SNOW FENCE.  A STANDARD DISK, STAMPED F 90 1934
 TH0005'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0233 ***********************************************************************
 TJ0233  DESIGNATION -  F 91
 TJ0233  PID         -  TJ0233
 TJ0233  STATE/COUNTY-  MT/VALLEY
 TJ0233  USGS QUAD   -  DRY FORK CREEK (1984)
 TJ0233
 TJ0233                         *CURRENT SURVEY CONTROL
 TJ0233  ___________________________________________________________________
 TJ0233* NAD 83(1986)-  48 33 12.     (N)    106 33 46.     (W)     SCALED    
 TJ0233* NAVD 88     -       855.333  (meters)    2806.20   (feet)  ADJUSTED  
 TJ0233  ___________________________________________________________________
 TJ0233  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0233  DYNAMIC HT  -         855.428 (meters)    2806.52  (feet)  COMP
 TJ0233  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 TJ0233
 TJ0233  VERT ORDER  -  SECOND    CLASS 0
 TJ0233
 TJ0233.The horizontal coordinates were scaled from a topographic map and have
 TJ0233.an estimated accuracy of +/- 6 seconds.
 TJ0233
 TJ0233.The orthometric height was determined by differential leveling
 TJ0233.and adjusted by the National Geodetic Survey in June 1991..
 TJ0233
 TJ0233.The geoid height was determined by GEOID03.
 TJ0233
 TJ0233.The dynamic height is computed by dividing the NAVD 88
 TJ0233.geopotential number by the normal gravity value computed on the
 TJ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0233.degrees latitude (g = 980.6199 gals.).
 TJ0233
 TJ0233.The modeled gravity was interpolated from observed gravity values.
 TJ0233
 TJ0233;                    North         East    Units  Estimated Accuracy
 TJ0233;SPC MT       -   482,270.      816,730.      MT  (+/- 180 meters Scaled)
 TJ0233
 TJ0233                          SUPERSEDED SURVEY CONTROL
 TJ0233
 TJ0233  NGVD 29 (??/??/92)  854.677  (m)         2804.05   (f) ADJ UNCH    2 0
 TJ0233
 TJ0233.Superseded values are not recommended for survey control.
 TJ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0233.See file dsdata.txt to determine how the superseded data were derived.
 TJ0233
 TJ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP846789(NAD 83)
 TJ0233_MARKER: DB = BENCH MARK DISK
 TJ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0233_STAMPING: F 91 1934
 TJ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0233+STABILITY: SURFACE MOTION
 TJ0233
 TJ0233  HISTORY     - Date     Condition        Report By
 TJ0233  HISTORY     - 1934     MONUMENTED       CGS
 TJ0233  HISTORY     - 1973     GOOD             USGS
 TJ0233
 TJ0233                          STATION DESCRIPTION
 TJ0233
 TJ0233'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 TJ0233'27.7 MI N FROM GLASGOW.
 TJ0233'OPHEIM.  24.0 MILES SOUTH OF ALONG STATE HIGHWAY 247.  TO A BEND IN
 TJ0233'THE HIGHWAY.  THENCE 0.85 MILE NORTH INTO A PASTURE ALONG THE SCAR OF
 TJ0233'THE ABANDONED HIGHWAY.  200 FEET SW OF THE HOLE WHERE A CULVERT WAS
 TJ0233'TAKEN OUT OF THE OLD HIGHWAY.  43 FEET WEST OF THE CENTERLINE OF THE
 TJ0233'ABANDONED HIGHWAY.  ABOUT 30 FEET SE OF A SHALLOW DRAIN.  1.0 FOOT
 TJ0233'EAST OF AN IRON POST AND WITNESS SIGN.  A STANDARD US C AND GS BRONZE
 TJ0233'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TJ0233'GROUND.  STAMPED F 91 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0022 ***********************************************************************
 TJ0022  DESIGNATION -  F 92
 TJ0022  PID         -  TJ0022
 TJ0022  STATE/COUNTY-  MT/VALLEY
 TJ0022  USGS QUAD   -  GLENTANA WEST (1973)
 TJ0022
 TJ0022                         *CURRENT SURVEY CONTROL
 TJ0022  ___________________________________________________________________
 TJ0022* NAD 83(1992)-  48 50 50.97525(N)    106 15 04.89233(W)     ADJUSTED  
 TJ0022* NAVD 88     -       940.044  (meters)    3084.13   (feet)  ADJUSTED  
 TJ0022  ___________________________________________________________________
 TJ0022  X           -  -1,177,008.286 (meters)                     COMP
 TJ0022  Y           -  -4,037,776.000 (meters)                     COMP
 TJ0022  Z           -   4,780,109.848 (meters)                     COMP
 TJ0022  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 TJ0022  ELLIP HEIGHT-         922.89  (meters)          (07/28/92) GPS OBS
 TJ0022  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TJ0022  DYNAMIC HT  -         940.162 (meters)    3084.51  (feet)  COMP
 TJ0022  MODELED GRAV-     980,703.6   (mgal)                       NAVD 88
 TJ0022
 TJ0022  HORZ ORDER  -  FIRST
 TJ0022  VERT ORDER  -  SECOND    CLASS 0
 TJ0022  ELLP ORDER  -  FIFTH     CLASS I
 TJ0022
 TJ0022.The horizontal coordinates were established by GPS observations
 TJ0022.and adjusted by the National Geodetic Survey in July 1992..
 TJ0022
 TJ0022.The orthometric height was determined by differential leveling
 TJ0022.and adjusted by the National Geodetic Survey in June 1991..
 TJ0022
 TJ0022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0022
 TJ0022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0022
 TJ0022.The ellipsoidal height was determined by GPS observations
 TJ0022.and is referenced to NAD 83.
 TJ0022
 TJ0022.The geoid height was determined by GEOID03.
 TJ0022
 TJ0022.The dynamic height is computed by dividing the NAVD 88
 TJ0022.geopotential number by the normal gravity value computed on the
 TJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0022.degrees latitude (g = 980.6199 gals.).
 TJ0022
 TJ0022.The modeled gravity was interpolated from observed gravity values.
 TJ0022
 TJ0022;                    North         East     Units Scale Factor Converg.
 TJ0022;SPC MT       -   515,851.781   838,343.941   MT  0.99990980   +2 22 35.0
 TJ0022;SPC MT       - 1,692,427.10  2,750,472.25   iFT  0.99990980   +2 22 35.0
 TJ0022;UTM  13      - 5,411,257.465   408,194.295   MT  0.99970354   -0 56 32.2
 TJ0022
 TJ0022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0022!SPC MT       -   0.99985539  x   0.99990980  =   0.99976520
 TJ0022!UTM  13      -   0.99985539  x   0.99970354  =   0.99955897
 TJ0022
 TJ0022                          SUPERSEDED SURVEY CONTROL
 TJ0022
 TJ0022  NAD 83(1986)-  48 50 50.97557(N)    106 15 04.89233(W) AD(       ) 1
 TJ0022  NGVD 29 (??/??/92)  939.371  (m)         3081.92   (f) ADJ UNCH    2 0
 TJ0022
 TJ0022.Superseded values are not recommended for survey control.
 TJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0022.See file dsdata.txt to determine how the superseded data were derived.
 TJ0022
 TJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0819411257(NAD 83)
 TJ0022_MARKER: DB = BENCH MARK DISK
 TJ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0022_SP_SET: CONCRETE POST
 TJ0022_STAMPING: F 92 1934
 TJ0022_MARK LOGO: CGS   
 TJ0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 TJ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0022+STABILITY: SURFACE MOTION
 TJ0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0022+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1988
 TJ0022
 TJ0022  HISTORY     - Date     Condition        Report By
 TJ0022  HISTORY     - 1934     MONUMENTED       CGS
 TJ0022  HISTORY     - 19880824 GOOD             NGS
 TJ0022
 TJ0022                          STATION DESCRIPTION
 TJ0022
 TJ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TJ0022'IN GLENTANA.
 TJ0022'AT GLENTANA, VALLEY COUNTY, 64 FEET NORTHWEST OF THE NORTHWEST CORNER
 TJ0022'OF THE GREAT NORTHERN RAILWAY STATION, AND 79 FEET NORTH OF THE
 TJ0022'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 92 1934 AND
 TJ0022'SET IN THE TOP OF A CONCRETE POST.
 TJ0022
 TJ0022                          STATION RECOVERY (1988)
 TJ0022
 TJ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TJ0022'THE STATION IS LOCATED AT THE BURLINGTON NORTHERN RAILWAY STATION IN
 TJ0022'GLENTANA, MONTANA.
 TJ0022'THE STATION MARK IS SET 19.5 M (64.0 FT) NORTHWEST OF THE NORTHWEST
 TJ0022'CORNER OF THE GREAT NORTHERN RAILWAY STATION, CURRENTLY BURLINGTON
 TJ0022'NORTHERN, AND 24.08 M (79.0 FT) NORTH OF THE CENTERLINE OF THE MAIN
 TJ0022'TRACK.
 TJ0022'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0249 ***********************************************************************
 TK0249  DESIGNATION -  F 93
 TK0249  PID         -  TK0249
 TK0249  STATE/COUNTY-  MT/HILL
 TK0249  USGS QUAD   -  LAREDO NE (1984)
 TK0249
 TK0249                         *CURRENT SURVEY CONTROL
 TK0249  ___________________________________________________________________
 TK0249* NAD 83(1986)-  48 26 27.     (N)    109 52 29.     (W)     SCALED    
 TK0249* NAVD 88     -       802.545  (meters)    2633.02   (feet)  POSTED    
 TK0249  ___________________________________________________________________
 TK0249  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TK0249  DYNAMIC HT  -         802.610 (meters)    2633.23  (feet)  COMP
 TK0249  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 TK0249
 TK0249  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0249
 TK0249.The horizontal coordinates were scaled from a topographic map and have
 TK0249.an estimated accuracy of +/- 6 seconds.
 TK0249
 TK0249.The orthometric height was determined by differential leveling
 TK0249.and adjusted by the National Geodetic Survey in 1992..
 TK0249.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0249.rate of 2.1 thru 3.0 mm/km.
 TK0249
 TK0249.The geoid height was determined by GEOID03.
 TK0249
 TK0249.The dynamic height is computed by dividing the NAVD 88
 TK0249.geopotential number by the normal gravity value computed on the
 TK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0249.degrees latitude (g = 980.6199 gals.).
 TK0249
 TK0249.The modeled gravity was interpolated from observed gravity values.
 TK0249
 TK0249;                    North         East    Units  Estimated Accuracy
 TK0249;SPC MT       -   465,760.      572,280.      MT  (+/- 180 meters Scaled)
 TK0249
 TK0249                          SUPERSEDED SURVEY CONTROL
 TK0249
 TK0249  NGVD 29 (??/??/92)  801.729  (m)         2630.34   (f) ADJ UNCH    2 0
 TK0249
 TK0249.Superseded values are not recommended for survey control.
 TK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0249.See file dsdata.txt to determine how the superseded data were derived.
 TK0249
 TK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU832659(NAD 83)
 TK0249_MARKER: DB = BENCH MARK DISK
 TK0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0249_SP_SET: CONCRETE POST
 TK0249_STAMPING: F 93 1934
 TK0249_MARK LOGO: CGS   
 TK0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0249+STABILITY: SURFACE MOTION
 TK0249
 TK0249  HISTORY     - Date     Condition        Report By
 TK0249  HISTORY     - 1934     MONUMENTED       CGS
 TK0249  HISTORY     - 19860811 GOOD             NGS
 TK0249
 TK0249                          STATION DESCRIPTION
 TK0249
 TK0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0249'0.8 MI NE FROM LAREDO.
 TK0249'0.8 MILES NE OF AND ALONG THE G N R R 130 YARDS S OF ANDON OPPOSITE
 TK0249'SIDE OF TRACK FROM MILE POST 10.  51 FEET E OF CENTER OF TRACK.  3
 TK0249'FEET E OF R/W FENCE.
 TK0249
 TK0249                          STATION RECOVERY (1986)
 TK0249
 TK0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TK0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0689 ***********************************************************************
 TK0689  DESIGNATION -  F 93 RESET
 TK0689  PID         -  TK0689
 TK0689  STATE/COUNTY-  MT/HILL
 TK0689  USGS QUAD   -  LAREDO NE (1984)
 TK0689
 TK0689                         *CURRENT SURVEY CONTROL
 TK0689  ___________________________________________________________________
 TK0689* NAD 83(1986)-  48 26 27.     (N)    109 52 29.     (W)     SCALED    
 TK0689* NAVD 88     -       802.86   (meters)    2634.0    (feet)  RESET     
 TK0689  ___________________________________________________________________
 TK0689  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TK0689
 TK0689  VERT ORDER  -  THIRD
 TK0689
 TK0689.The horizontal coordinates were scaled from a topographic map and have
 TK0689.an estimated accuracy of +/- 6 seconds.
 TK0689
 TK0689.The orthometric height was computed from unverified reset data.
 TK0689.No vertical observational check was made to the station.
 TK0689
 TK0689.The geoid height was determined by GEOID03.
 TK0689
 TK0689;                    North         East    Units  Estimated Accuracy
 TK0689;SPC MT       -   465,760.      572,280.      MT  (+/- 180 meters Scaled)
 TK0689
 TK0689                          SUPERSEDED SURVEY CONTROL
 TK0689
 TK0689  NGVD 29 (03/30/06)  802.05   (m)         2631.4    (f) RESET       3  
 TK0689
 TK0689.Superseded values are not recommended for survey control.
 TK0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0689.See file dsdata.txt to determine how the superseded data were derived.
 TK0689
 TK0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU832659(NAD 83)
 TK0689_MARKER: DV = VERTICAL CONTROL DISK
 TK0689_SETTING: 0 = UNSPECIFIED SETTING
 TK0689_STAMPING: F 93 RESET 1986
 TK0689_MARK LOGO: NGS   
 TK0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0689+STABILITY: SURFACE MOTION
 TK0689
 TK0689  HISTORY     - Date     Condition        Report By
 TK0689  HISTORY     - 1986     MONUMENTED       NGS
 TK0689
 TK0689                          STATION DESCRIPTION
 TK0689
 TK0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 TK0689'1.28 KM (0.80 MI) NORTHEAST ALONG US HIGHWAY 87 FROM THE GRAIN
 TK0689'ELEVATOR IN LAREDO, ALONG THE EAST RIGHT-OF-WAY JUST NORTH OF A
 TK0689'CURVE, 19.20 M (62.99 FT) NORTH OF MILE POST 101, .36 M (1.18 FT)
 TK0689'SOUTH OF A WITNESS POST, AN ALUMINUM PRECAST BENCH MARK CEMENTED IN
 TK0689'PLACE, LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0021 ***********************************************************************
 SS0021  DESIGNATION -  F 94
 SS0021  PID         -  SS0021
 SS0021  STATE/COUNTY-  MT/CHOUTEAU
 SS0021  USGS QUAD   -  LOMA EAST (1953)
 SS0021
 SS0021                         *CURRENT SURVEY CONTROL
 SS0021  ___________________________________________________________________
 SS0021* NAD 83(1986)-  47 58 07.     (N)    110 22 34.     (W)     SCALED    
 SS0021* NAVD 88     -       777.378  (meters)    2550.45   (feet)  ADJUSTED  
 SS0021  ___________________________________________________________________
 SS0021  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 SS0021  DYNAMIC HT  -         777.394 (meters)    2550.50  (feet)  COMP
 SS0021  MODELED GRAV-     980,607.8   (mgal)                       NAVD 88
 SS0021
 SS0021  VERT ORDER  -  SECOND    CLASS 0
 SS0021
 SS0021.The horizontal coordinates were scaled from a topographic map and have
 SS0021.an estimated accuracy of +/- 6 seconds.
 SS0021
 SS0021.The orthometric height was determined by differential leveling
 SS0021.and adjusted by the National Geodetic Survey in June 1991..
 SS0021
 SS0021.The geoid height was determined by GEOID03.
 SS0021
 SS0021.The dynamic height is computed by dividing the NAVD 88
 SS0021.geopotential number by the normal gravity value computed on the
 SS0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0021.degrees latitude (g = 980.6199 gals.).
 SS0021
 SS0021.The modeled gravity was interpolated from observed gravity values.
 SS0021
 SS0021;                    North         East    Units  Estimated Accuracy
 SS0021;SPC MT       -   413,570.      534,610.      MT  (+/- 180 meters Scaled)
 SS0021
 SS0021                          SUPERSEDED SURVEY CONTROL
 SS0021
 SS0021  NGVD 29 (??/??/92)  776.532  (m)         2547.67   (f) ADJ UNCH    2 0
 SS0021
 SS0021.Superseded values are not recommended for survey control.
 SS0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0021.See file dsdata.txt to determine how the superseded data were derived.
 SS0021
 SS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU465130(NAD 83)
 SS0021_MARKER: DB = BENCH MARK DISK
 SS0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0021_STAMPING: F 94 1934
 SS0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0021+STABILITY: SURFACE MOTION
 SS0021
 SS0021  HISTORY     - Date     Condition        Report By
 SS0021  HISTORY     - 1934     MONUMENTED       CGS
 SS0021  HISTORY     - 1958     MARK NOT FOUND   USGS
 SS0021
 SS0021                          STATION DESCRIPTION
 SS0021
 SS0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0021'1.3 MI NE FROM LIPPARD.
 SS0021'1.3 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM LIPPARD,
 SS0021'CHOUTEAU COUNTY, AT MILEPOST 55, 43 FEET EAST OF THE CENTERLINE OF THE
 SS0021'TRACK, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 SS0021'STAMPED F 94 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SS0021
 SS0021                          STATION RECOVERY (1958)
 SS0021
 SS0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 SS0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0851 ***********************************************************************
 SR0851  DESIGNATION -  F 95
 SR0851  PID         -  SR0851
 SR0851  STATE/COUNTY-  MT/CHOUTEAU
 SR0851  USGS QUAD   -  COUNCIL ISLAND (1978)
 SR0851
 SR0851                         *CURRENT SURVEY CONTROL
 SR0851  ___________________________________________________________________
 SR0851* NAD 83(1986)-  47 44 25.     (N)    109 37 31.     (W)     SCALED    
 SR0851* NAVD 88     -       744.112  (meters)    2441.31   (feet)  ADJUSTED  
 SR0851  ___________________________________________________________________
 SR0851  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 SR0851  DYNAMIC HT  -         744.135 (meters)    2441.38  (feet)  COMP
 SR0851  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 SR0851
 SR0851  VERT ORDER  -  SECOND    CLASS 0
 SR0851
 SR0851.The horizontal coordinates were scaled from a topographic map and have
 SR0851.an estimated accuracy of +/- 6 seconds.
 SR0851
 SR0851.The orthometric height was determined by differential leveling
 SR0851.and adjusted by the National Geodetic Survey in June 1991..
 SR0851
 SR0851.The geoid height was determined by GEOID03.
 SR0851
 SR0851.The dynamic height is computed by dividing the NAVD 88
 SR0851.geopotential number by the normal gravity value computed on the
 SR0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0851.degrees latitude (g = 980.6199 gals.).
 SR0851
 SR0851.The modeled gravity was interpolated from observed gravity values.
 SR0851
 SR0851;                    North         East    Units  Estimated Accuracy
 SR0851;SPC MT       -   387,840.      590,610.      MT  (+/- 180 meters Scaled)
 SR0851
 SR0851                          SUPERSEDED SURVEY CONTROL
 SR0851
 SR0851  NGVD 29 (??/??/92)  743.309  (m)         2438.67   (f) ADJ UNCH    2 0
 SR0851
 SR0851.Superseded values are not recommended for survey control.
 SR0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0851.See file dsdata.txt to determine how the superseded data were derived.
 SR0851
 SR0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT030883(NAD 83)
 SR0851_MARKER: DB = BENCH MARK DISK
 SR0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0851_STAMPING: F 95 1934
 SR0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0851+STABILITY: SURFACE MOTION
 SR0851
 SR0851  HISTORY     - Date     Condition        Report By
 SR0851  HISTORY     - 1934     MONUMENTED       CGS
 SR0851
 SR0851                          STATION DESCRIPTION
 SR0851
 SR0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0851'0.2 MI NW FROM JUDITH.
 SR0851'IN CHOUTEAU COUNTY, 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 27 FROM
 SR0851'JUDITH, FERGUS COUNTY, 230 YARDS EAST OF AN OLD PUMP HOUSE, AND 47
 SR0851'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 SR0851'F 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0013 ***********************************************************************
 SS0013  DESIGNATION -  F 96
 SS0013  PID         -  SS0013
 SS0013  STATE/COUNTY-  MT/CHOUTEAU
 SS0013  USGS QUAD   -  GERALDINE NE (1972)
 SS0013
 SS0013                         *CURRENT SURVEY CONTROL
 SS0013  ___________________________________________________________________
 SS0013* NAD 83(1986)-  47 41 57.     (N)    110 21 43.     (W)     SCALED    
 SS0013* NAVD 88     -      1011.473  (meters)    3318.47   (feet)  ADJUSTED  
 SS0013  ___________________________________________________________________
 SS0013  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS0013  DYNAMIC HT  -        1011.465 (meters)    3318.45  (feet)  COMP
 SS0013  MODELED GRAV-     980,569.8   (mgal)                       NAVD 88
 SS0013
 SS0013  VERT ORDER  -  SECOND    CLASS 0
 SS0013
 SS0013.The horizontal coordinates were scaled from a topographic map and have
 SS0013.an estimated accuracy of +/- 6 seconds.
 SS0013
 SS0013.The orthometric height was determined by differential leveling
 SS0013.and adjusted by the National Geodetic Survey in June 1991..
 SS0013
 SS0013.The geoid height was determined by GEOID03.
 SS0013
 SS0013.The dynamic height is computed by dividing the NAVD 88
 SS0013.geopotential number by the normal gravity value computed on the
 SS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0013.degrees latitude (g = 980.6199 gals.).
 SS0013
 SS0013.The modeled gravity was interpolated from observed gravity values.
 SS0013
 SS0013;                    North         East    Units  Estimated Accuracy
 SS0013;SPC MT       -   383,620.      535,340.      MT  (+/- 180 meters Scaled)
 SS0013
 SS0013                          SUPERSEDED SURVEY CONTROL
 SS0013
 SS0013  NGVD 29 (??/??/92) 1010.624  (m)         3315.69   (f) ADJ UNCH    2 0
 SS0013
 SS0013.Superseded values are not recommended for survey control.
 SS0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0013.See file dsdata.txt to determine how the superseded data were derived.
 SS0013
 SS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT478830(NAD 83)
 SS0013_MARKER: DB = BENCH MARK DISK
 SS0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0013_STAMPING: F 96 1934
 SS0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0013+STABILITY: SURFACE MOTION
 SS0013
 SS0013  HISTORY     - Date     Condition        Report By
 SS0013  HISTORY     - 1934     MONUMENTED       CGS
 SS0013  HISTORY     - 1972     GOOD             USGS
 SS0013
 SS0013                          STATION DESCRIPTION
 SS0013
 SS0013'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SS0013'8.1 MI NW FROM GERALDINE.
 SS0013'ABOUT 8.1 MILES NORTHWEST ALONG STATE HIGHWAY 230 FROM GERALDINE, T 22
 SS0013'AND 23 N, R 11 E, ABOUT 900 FEET EAST OF THE CORNER OF SECTION 5, 6,
 SS0013'31, AND 32.  69 FEET WEST AND 31 FEET SOUTH OF THE INTERSECTION OF HWY
 SS0013'230 AND AN EAST WEST SECTION LINE ROAD.  A STANDARD DISK STAMPED F 96
 SS0013'1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0133 ***********************************************************************
 TL0133  DESIGNATION -  F 97
 TL0133  PID         -  TL0133
 TL0133  STATE/COUNTY-  MT/CHOUTEAU
 TL0133  USGS QUAD   -  GOOSE BILL BUTTE NW (1970)
 TL0133
 TL0133                         *CURRENT SURVEY CONTROL
 TL0133  ___________________________________________________________________
 TL0133* NAD 83(1986)-  48 07 59.     (N)    110 54 46.     (W)     SCALED    
 TL0133* NAVD 88     -       981.986  (meters)    3221.73   (feet)  ADJUSTED  
 TL0133  ___________________________________________________________________
 TL0133  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 TL0133  DYNAMIC HT  -         982.016 (meters)    3221.83  (feet)  COMP
 TL0133  MODELED GRAV-     980,607.8   (mgal)                       NAVD 88
 TL0133
 TL0133  VERT ORDER  -  SECOND    CLASS 0
 TL0133
 TL0133.The horizontal coordinates were scaled from a topographic map and have
 TL0133.an estimated accuracy of +/- 6 seconds.
 TL0133
 TL0133.The orthometric height was determined by differential leveling
 TL0133.and adjusted by the National Geodetic Survey in June 1991..
 TL0133
 TL0133.The geoid height was determined by GEOID03.
 TL0133
 TL0133.The dynamic height is computed by dividing the NAVD 88
 TL0133.geopotential number by the normal gravity value computed on the
 TL0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0133.degrees latitude (g = 980.6199 gals.).
 TL0133
 TL0133.The modeled gravity was interpolated from observed gravity values.
 TL0133
 TL0133;                    North         East    Units  Estimated Accuracy
 TL0133;SPC MT       -   432,430.      494,890.      MT  (+/- 180 meters Scaled)
 TL0133
 TL0133                          SUPERSEDED SURVEY CONTROL
 TL0133
 TL0133  NGVD 29 (??/??/92)  981.086  (m)         3218.78   (f) ADJ UNCH    2 0
 TL0133
 TL0133.Superseded values are not recommended for survey control.
 TL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0133.See file dsdata.txt to determine how the superseded data were derived.
 TL0133
 TL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU064310(NAD 83)
 TL0133_MARKER: DB = BENCH MARK DISK
 TL0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0133_STAMPING: F 97 1934
 TL0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0133+STABILITY: SURFACE MOTION
 TL0133
 TL0133  HISTORY     - Date     Condition        Report By
 TL0133  HISTORY     - 1934     MONUMENTED       CGS
 TL0133  HISTORY     - 1970     GOOD             USGS
 TL0133
 TL0133                          STATION DESCRIPTION
 TL0133
 TL0133'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 TL0133'31.8 MI NW FROM FORT BENTON.
 TL0133'FT. BENTON, 30.8 MILES NORTH ALONG STATE HIGHWAY 223 TO
 TL0133'CHOUTEAU-LIBERTY CO. LINE, THENCE 1.0 MILES WEST ALONG FIELD ROAD, 49
 TL0133'FEET EAST OF CENTER LINE OF OLD STATE HIGHWAY 15, 7 FEET SOUTH OF
 TL0133'FENCE.  A STANDARD DISK, STAMPED F 97 1934 AND SET IN THE TOP OF A
 TL0133'CONCRETE POST LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0572 ***********************************************************************
 SS0572  DESIGNATION -  F 98
 SS0572  PID         -  SS0572
 SS0572  STATE/COUNTY-  MT/CHOUTEAU
 SS0572  USGS QUAD   -  CARTER (1953)
 SS0572
 SS0572                         *CURRENT SURVEY CONTROL
 SS0572  ___________________________________________________________________
 SS0572* NAD 83(1986)-  47 46 14.     (N)    110 57 54.     (W)     SCALED    
 SS0572* NAVD 88     -       952.819  (meters)    3126.04   (feet)  ADJUSTED  
 SS0572  ___________________________________________________________________
 SS0572  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 SS0572  DYNAMIC HT  -         952.816 (meters)    3126.03  (feet)  COMP
 SS0572  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 SS0572
 SS0572  VERT ORDER  -  SECOND    CLASS 0
 SS0572
 SS0572.The horizontal coordinates were scaled from a topographic map and have
 SS0572.an estimated accuracy of +/- 6 seconds.
 SS0572
 SS0572.The orthometric height was determined by differential leveling
 SS0572.and adjusted by the National Geodetic Survey in June 1991..
 SS0572
 SS0572.The geoid height was determined by GEOID03.
 SS0572
 SS0572.The dynamic height is computed by dividing the NAVD 88
 SS0572.geopotential number by the normal gravity value computed on the
 SS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0572.degrees latitude (g = 980.6199 gals.).
 SS0572
 SS0572.The modeled gravity was interpolated from observed gravity values.
 SS0572
 SS0572;                    North         East    Units  Estimated Accuracy
 SS0572;SPC MT       -   392,220.      490,250.      MT  (+/- 180 meters Scaled)
 SS0572
 SS0572                          SUPERSEDED SURVEY CONTROL
 SS0572
 SS0572  NGVD 29 (??/??/92)  951.934  (m)         3123.14   (f) ADJ UNCH    2 0
 SS0572
 SS0572.Superseded values are not recommended for survey control.
 SS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0572.See file dsdata.txt to determine how the superseded data were derived.
 SS0572
 SS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT026908(NAD 83)
 SS0572_MARKER: DB = BENCH MARK DISK
 SS0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0572_STAMPING: F 98 1934
 SS0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0572+STABILITY: SURFACE MOTION
 SS0572
 SS0572  HISTORY     - Date     Condition        Report By
 SS0572  HISTORY     - 1934     MONUMENTED       CGS
 SS0572  HISTORY     - 1961     GOOD             NGS
 SS0572
 SS0572                          STATION DESCRIPTION
 SS0572
 SS0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0572'0.85 MI SW FROM CARTER.
 SS0572'0.85 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0572'AT CARTER, 3 1/2 POLES SOUTH-SOUTHWEST OF MILEPOST 91, 51 FEET
 SS0572'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 43 FEET NORTH OF THE 4TH
 SS0572'POLE SOUTH-SOUTHWEST OF MILEPOLE 91, 5 FEET WEST-NORTHWEST OF A RIGHT
 SS0572'OF WAY FENCE, 17 FEET EAST-SOUTHEAST OF THE CENTER LINE OF A TRACK
 SS0572'ROAD, 2.0 FEET NORTH-NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 SS0572'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 SS0572'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0272 ***********************************************************************
 TL0272  DESIGNATION -  F 99
 TL0272  PID         -  TL0272
 TL0272  STATE/COUNTY-  MT/PONDERA
 TL0272  USGS QUAD   -  FOWLER COULEE SE (1967)
 TL0272
 TL0272                         *CURRENT SURVEY CONTROL
 TL0272  ___________________________________________________________________
 TL0272* NAD 83(1986)-  48 01 49.     (N)    111 34 00.     (W)     SCALED    
 TL0272* NAVD 88     -      1053.193  (meters)    3455.35   (feet)  POSTED    
 TL0272  ___________________________________________________________________
 TL0272  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 TL0272  DYNAMIC HT  -        1053.200 (meters)    3455.37  (feet)  COMP
 TL0272  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 TL0272
 TL0272  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0272
 TL0272.The horizontal coordinates were scaled from a topographic map and have
 TL0272.an estimated accuracy of +/- 6 seconds.
 TL0272
 TL0272.The orthometric height was determined by differential leveling
 TL0272.and adjusted by the National Geodetic Survey in 1992..
 TL0272.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0272.rate of 0.0 thru 1.0 mm/km.
 TL0272
 TL0272.The geoid height was determined by GEOID03.
 TL0272
 TL0272.The dynamic height is computed by dividing the NAVD 88
 TL0272.geopotential number by the normal gravity value computed on the
 TL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0272.degrees latitude (g = 980.6199 gals.).
 TL0272
 TL0272.The modeled gravity was interpolated from observed gravity values.
 TL0272
 TL0272;                    North         East    Units  Estimated Accuracy
 TL0272;SPC MT       -   422,090.      445,950.      MT  (+/- 180 meters Scaled)
 TL0272
 TL0272                          SUPERSEDED SURVEY CONTROL
 TL0272
 TL0272  NGVD 29 (??/??/92) 1052.272  (m)         3452.33   (f) ADJ UNCH    2 0
 TL0272
 TL0272.Superseded values are not recommended for survey control.
 TL0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0272.See file dsdata.txt to determine how the superseded data were derived.
 TL0272
 TL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU577198(NAD 83)
 TL0272_MARKER: DB = BENCH MARK DISK
 TL0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0272_STAMPING: F 99 1934
 TL0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0272+STABILITY: SURFACE MOTION
 TL0272
 TL0272  HISTORY     - Date     Condition        Report By
 TL0272  HISTORY     - 1934     MONUMENTED       CGS
 TL0272  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0272
 TL0272                          STATION DESCRIPTION
 TL0272
 TL0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0272'13.0 MI E FROM BRADY.
 TL0272'13.0 MILES EAST ALONG THE CARTER ROAD FROM BRADY, PONDERA COUNTY, ON A
 TL0272'LONG GRADE, AND 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 TL0272'STANDARD DISK, STAMPED F 99 1934 AND SET IN THE TOP OF A CONCRETE
 TL0272'POST.
 TL0272
 TL0272                          STATION RECOVERY (1967)
 TL0272
 TL0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0301 ***********************************************************************
 TK0301  DESIGNATION -  FAB F 95 11
 TK0301  PID         -  TK0301
 TK0301  STATE/COUNTY-  MT/HILL
 TK0301  USGS QUAD   -  FRESNO DAM (1970)
 TK0301
 TK0301                         *CURRENT SURVEY CONTROL
 TK0301  ___________________________________________________________________
 TK0301* NAD 83(1986)-  48 33 39.     (N)    109 53 53.     (W)     SCALED    
 TK0301* NAVD 88     -       802.263  (meters)    2632.09   (feet)  ADJUSTED  
 TK0301  ___________________________________________________________________
 TK0301  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TK0301  DYNAMIC HT  -         802.341 (meters)    2632.35  (feet)  COMP
 TK0301  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 TK0301
 TK0301  VERT ORDER  -  FIRST     CLASS II
 TK0301
 TK0301.The horizontal coordinates were scaled from a topographic map and have
 TK0301.an estimated accuracy of +/- 6 seconds.
 TK0301
 TK0301.The orthometric height was determined by differential leveling
 TK0301.and adjusted by the National Geodetic Survey in June 1991..
 TK0301
 TK0301.The geoid height was determined by GEOID03.
 TK0301
 TK0301.The dynamic height is computed by dividing the NAVD 88
 TK0301.geopotential number by the normal gravity value computed on the
 TK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0301.degrees latitude (g = 980.6199 gals.).
 TK0301
 TK0301.The modeled gravity was interpolated from observed gravity values.
 TK0301
 TK0301;                    North         East    Units  Estimated Accuracy
 TK0301;SPC MT       -   479,110.      570,630.      MT  (+/- 180 meters Scaled)
 TK0301
 TK0301                          SUPERSEDED SURVEY CONTROL
 TK0301
 TK0301.No superseded survey control is available for this station.
 TK0301
 TK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU813792(NAD 83)
 TK0301_MARKER: DB = BENCH MARK DISK
 TK0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0301_SP_SET: CONCRETE POST
 TK0301_PROJECTION: PROJECTING 79 CENTIMETERS
 TK0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0301+STABILITY: SURFACE MOTION
 TK0301
 TK0301  HISTORY     - Date     Condition        Report By
 TK0301  HISTORY     - UNK      MONUMENTED       MTDH
 TK0301  HISTORY     - 1979     GOOD             NGS
 TK0301
 TK0301                          STATION DESCRIPTION
 TK0301
 TK0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0301'8.6 MI EAST FROM KREMLIN.
 TK0301'8.6 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TK0301'KREMLIN, 0.3 MILE WEST OF A GRAVEL ROAD LEADING NORTH, 0.1 MILE WEST
 TK0301'OF THE WEST END OF A SPUR TRACK AT A SMALL SILVER SECTION BUILDING,
 TK0301'183 FEET SOUTHWEST AND ACROSS THE TRACKS FROM TELEPHONE POLE NUMBER
 TK0301'E 56, 103 FEET SOUTH OF THE SOUTH RAIL, 63.5 FEET NORTH OF THE
 TK0301'CENTERLINE OF U.S. HIGHWAY 2, AND 5.8 FEET SOUTH OF A RIGHT OF WAY
 TK0301'CONCRETE MARKER.  NOTE=NO STAMPING.
 TK0301'THE MARK IS 6 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0305 ***********************************************************************
 TK0305  DESIGNATION -  FAB FG 95 11
 TK0305  PID         -  TK0305
 TK0305  STATE/COUNTY-  MT/HILL
 TK0305  USGS QUAD   -  HERRON PARK (1976)
 TK0305
 TK0305                         *CURRENT SURVEY CONTROL
 TK0305  ___________________________________________________________________
 TK0305* NAD 83(1986)-  48 33 33.     (N)    109 49 26.     (W)     SCALED    
 TK0305* NAVD 88     -       780.825  (meters)    2561.76   (feet)  ADJUSTED  
 TK0305  ___________________________________________________________________
 TK0305  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 TK0305  DYNAMIC HT  -         780.903 (meters)    2562.01  (feet)  COMP
 TK0305  MODELED GRAV-     980,685.1   (mgal)                       NAVD 88
 TK0305
 TK0305  VERT ORDER  -  FIRST     CLASS II
 TK0305
 TK0305.The horizontal coordinates were scaled from a topographic map and have
 TK0305.an estimated accuracy of +/- 6 seconds.
 TK0305
 TK0305.The orthometric height was determined by differential leveling
 TK0305.and adjusted by the National Geodetic Survey in June 1991..
 TK0305
 TK0305.The geoid height was determined by GEOID03.
 TK0305
 TK0305.The dynamic height is computed by dividing the NAVD 88
 TK0305.geopotential number by the normal gravity value computed on the
 TK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0305.degrees latitude (g = 980.6199 gals.).
 TK0305
 TK0305.The modeled gravity was interpolated from observed gravity values.
 TK0305
 TK0305;                    North         East    Units  Estimated Accuracy
 TK0305;SPC MT       -   478,900.      576,100.      MT  (+/- 180 meters Scaled)
 TK0305
 TK0305                          SUPERSEDED SURVEY CONTROL
 TK0305
 TK0305.No superseded survey control is available for this station.
 TK0305
 TK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU867791(NAD 83)
 TK0305_MARKER: DB = BENCH MARK DISK
 TK0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0305_SP_SET: CONCRETE POST
 TK0305_PROJECTION: PROJECTING 91 CENTIMETERS
 TK0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0305+STABILITY: SURFACE MOTION
 TK0305
 TK0305  HISTORY     - Date     Condition        Report By
 TK0305  HISTORY     - UNK      MONUMENTED       MTDH
 TK0305  HISTORY     - 1979     GOOD             NGS
 TK0305
 TK0305                          STATION DESCRIPTION
 TK0305
 TK0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0305'6.7 MI WEST FROM HAVRE.
 TK0305'6.75 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TK0305'HIGHWAY 232 AND U.S. HIGHWAY 2 IN HAVRE, 270 FEET WEST OF THE
 TK0305'CENTERLINE OF THE ROAD, 144 FEET NORTH-NORTHEAST AND ACROSS THE
 TK0305'HIGHWAY FROM POWER POLE NUMBER 5055, AND 77 FEET NORTH OF THE
 TK0305'CENTERLINE OF HIGHWAY 2.  NOTE=NO STAMPING.
 TK0305'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0485 ***********************************************************************
 ST0485  DESIGNATION -  FAIR
 ST0485  PID         -  ST0485
 ST0485  STATE/COUNTY-  MT/TETON
 ST0485  USGS QUAD   -  LOWRY (1987)
 ST0485
 ST0485                         *CURRENT SURVEY CONTROL
 ST0485  ___________________________________________________________________
 ST0485* NAD 83(1992)-  47 36 27.02484(N)    112 05 58.95902(W)     ADJUSTED  
 ST0485* NAVD 88     -      1319.4    (meters)    4329.     (feet)  VERTCON   
 ST0485  ___________________________________________________________________
 ST0485  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 ST0485  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 ST0485
 ST0485  HORZ ORDER  -  SECOND
 ST0485
 ST0485.The horizontal coordinates were established by classical geodetic methods
 ST0485.and adjusted by the National Geodetic Survey in July 1992..
 ST0485
 ST0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0485
 ST0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0485
 ST0485.The geoid height was determined by GEOID03.
 ST0485
 ST0485;                    North         East     Units Scale Factor Converg.
 ST0485;SPC MT       -   376,320.070   404,672.764   MT  0.99944654   -1 54 06.1
 ST0485;SPC MT       - 1,234,645.90  1,327,666.55   iFT  0.99944654   -1 54 06.1
 ST0485;UTM  12      - 5,273,263.597   417,346.681   MT  0.99968395   -0 48 44.0
 ST0485
 ST0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0485!SPC MT       -   0.99979548  x   0.99944654  =   0.99924213
 ST0485!UTM  12      -   0.99979548  x   0.99968395  =   0.99947949
 ST0485
 ST0485:                Primary Azimuth Mark                     Grid Az
 ST0485:SPC MT       -  FAIR AZ MK                               084 51 42.2
 ST0485:UTM  12      -  FAIR AZ MK                               083 46 20.1
 ST0485
 ST0485|---------------------------------------------------------------------|
 ST0485| PID    Reference Object                     Distance      Geod. Az  |
 ST0485|                                                           dddmmss.s |
 ST0485| CN3495 FAIR AZ MK                                         0825736.1 |
 ST0485| SS1475 FAIRFIELD MUNICIPAL TANK            APPROX. 9.3 KM 0851417.8 |
 ST0485| CN3497 FAIR RM 2                            16.534 METERS 08651     |
 ST0485| ST0493 MOUNTAIN STS TEL MICROWAVE MST      APPROX.26.5 KM 1760025.6 |
 ST0485| ST0499 MONTANA POWER CO MICROWAVE MST      APPROX.12.4 KM 1942507.9 |
 ST0485| CN3496 FAIR RM 1                            16.374 METERS 35710     |
 ST0485|---------------------------------------------------------------------|
 ST0485
 ST0485                          SUPERSEDED SURVEY CONTROL
 ST0485
 ST0485  NAD 83(1986)-  47 36 27.03003(N)    112 05 58.94203(W) AD(       ) 2
 ST0485  NAD 27      -  47 36 27.20110(N)    112 05 55.90710(W) AD(       ) 2
 ST0485  NGVD 29 (07/19/86) 1318.4    (m)         4325.     (f) VERT ANG       
 ST0485
 ST0485.Superseded values are not recommended for survey control.
 ST0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0485.See file dsdata.txt to determine how the superseded data were derived.
 ST0485
 ST0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1734773264(NAD 83)
 ST0485_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0485
 ST0485  HISTORY     - Date     Condition        Report By
 ST0485  HISTORY     - 1961     MONUMENTED       CGS
 ST0485
 ST0485                          STATION DESCRIPTION
 ST0485
 ST0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0485'THE STATION IS ABOUT 14-1/2 MILES SOUTHEAST OF CHOTEAU AND
 ST0485'5 MILES WEST OF FAIRFIELD.  IT IS ON LAND OWNED BY THE BUREAU
 ST0485'OF RECLAMATION.
 ST0485'
 ST0485'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89
 ST0485'AND STATE HIGHWAY 408 IN FAIRFIELD, GO WESTERLY ON HIGHWAY
 ST0485'408 FOR 3.85 MILES TO A POINT WHERE THE HIGHWAY TURNS LEFT
 ST0485'AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE AHEAD
 ST0485'ON THE GRAVELED ROAD FOR 1.0 MILE TO A FORK.  TURN RIGHT AND GO
 ST0485'0.2 MILE TO A GATE ACROSS THE MAIN ROAD.  CONTINUE AHEAD
 ST0485'FOR 0.15 MILE TO A TRACK ROAD RIGHT AND A T-POWERLINE.  TURN
 ST0485'RIGHT ON THE TRACK ROAD AND GO 0.1 MILE TO A FORK.  TURN LEFT
 ST0485'AND GO 0.3 MILE TO A GATE.  PASS THROUGH AND CONTINUE FOR
 ST0485'0.55 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT.  PASS
 ST0485'THROUGH AND CONTINUE FOR 0.4 MILE TO A CULVERT AND A CANAL.
 ST0485'TURN SHARP LEFT AND GO ABOUT 250 FEET TO THE STATION.
 ST0485'
 ST0485'THE STATION MARKS ARE STANDARD DISKS, STAMPED FAIR 1961.
 ST0485'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 ST0485'CONCRETE POST PROJECTING 8 INCHES.  IT IS 142 FEET NORTHEAST
 ST0485'OF THE CANAL BANK AND A FENCE, 98 FEET SOUTH OF AN IRRIGATION
 ST0485'DITCH AND 3-1/2 FEET NORTH OF A WITNESS POST.
 ST0485'
 ST0485'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIR NO 1 1961,
 ST0485'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 ST0485'8 INCHES.  IT IS 45 FEET SOUTH OF THE IRRIGATION DITCH.
 ST0485'IT IS THE SAME ELEVATION AS THE STATION MARK.
 ST0485'
 ST0485'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIR NO 2 1961,
 ST0485'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 ST0485'10 INCHES.  IT IS 188 FEET EAST-NORTHEAST OF THE CANAL BANK
 ST0485'AND THE FENCE AND 80 FEET SOUTH OF THE IRRIGATION DITCH.
 ST0485'IT IS THE SAME ELEVATION AS THE STATION MARK.
 ST0485'
 ST0485'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIR 1961, SET
 ST0485'IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 ST0485'5 INCHES.  IT IS 179 FEET NORTH OF THE CENTER OF THE GATE,
 ST0485'2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0632 ***********************************************************************
 ST0632  DESIGNATION -  FAIRFIELD
 ST0632  PID         -  ST0632
 ST0632  STATE/COUNTY-  MT/TETON
 ST0632  USGS QUAD   -  LOWRY (1987)
 ST0632
 ST0632                         *CURRENT SURVEY CONTROL
 ST0632  ___________________________________________________________________
 ST0632* NAD 83(1992)-  47 35 04.21160(N)    112 00 07.72628(W)     ADJUSTED  
 ST0632* NAVD 88     -      1281.8    (meters)    4205.     (feet)  VERTCON   
 ST0632  ___________________________________________________________________
 ST0632  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 ST0632  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 ST0632
 ST0632  HORZ ORDER  -  THIRD
 ST0632
 ST0632.The horizontal coordinates were established by classical geodetic methods
 ST0632.and adjusted by the National Geodetic Survey in July 1992..
 ST0632
 ST0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0632
 ST0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0632
 ST0632.The geoid height was determined by GEOID03.
 ST0632
 ST0632;                    North         East     Units Scale Factor Converg.
 ST0632;SPC MT       -   373,526.449   411,919.021   MT  0.99944244   -1 49 49.2
 ST0632;SPC MT       - 1,225,480.48  1,351,440.36   iFT  0.99944244   -1 49 49.2
 ST0632;UTM  12      - 5,270,607.704   424,646.464   MT  0.99966978   -0 44 23.6
 ST0632
 ST0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0632!SPC MT       -   0.99980138  x   0.99944244  =   0.99924393
 ST0632!UTM  12      -   0.99980138  x   0.99966978  =   0.99947123
 ST0632
 ST0632                          SUPERSEDED SURVEY CONTROL
 ST0632
 ST0632  NAD 83(1986)-  47 35 04.21600(N)    112 00 07.70845(W) AD(       ) 3
 ST0632  NGVD 29 (05/18/92) 1280.8    (m)         4202.     (f) VERT ANG       
 ST0632
 ST0632.Superseded values are not recommended for survey control.
 ST0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0632.See file dsdata.txt to determine how the superseded data were derived.
 ST0632
 ST0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2464670608(NAD 83)
 ST0632_MARKER: DS = TRIANGULATION STATION DISK
 ST0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0632+STABILITY: SURFACE MOTION
 ST0632
 ST0632  HISTORY     - Date     Condition        Report By
 ST0632  HISTORY     - 1947     MONUMENTED       USGS
 ST0632
 ST0632                          STATION DESCRIPTION
 ST0632
 ST0632'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 ST0632'STATION IS LOCATED 2 MI. S. AND 0.5 MI. W. OF FAIRFIELD, MONTANA, ON
 ST0632'S. EDGE OF PROMINENT E-W. RIDGE IN SEC. 9, T 21 N, R 3 W.
 ST0632'
 ST0632'TO REACH STATION FROM FAIRFIELD, MONTANA, DRIVE S. 1.5 MI. ON SECTION
 ST0632'LINE RD. FROM W. SIDE OF TOWN TO S. EDGE OF MESA, TURN RIGHT (W.)
 ST0632'THROUGH GATE IN FENCE, CONTINUE ON FIELD RD. ALONG RIDGE OF MESA 0.75
 ST0632'MI. TO HIGHEST POINT IN VICINITY.  CAN BE REACHED BY CAR.
 ST0632'
 ST0632'STATION RECOVERED BY USGS IN 1957 AS PREVIOUSLY DESCRIBED IN 1947.
 ST0632'
 ST0632'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 ST0632'---FAIRFIELD 1947---.
 ST0632'
 ST0632'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT, 75.9
 ST0632'FT. FROM STATION MARK N 88 DEGREES 32 MINUTES W.
 ST0632'
 ST0632'REFERENCE MARK NO. 2--STANDARD TABLET SET IN CONCRETE MONUMENT, 146.3
 ST0632'FT. FROM STATION MARK N 11 DEGREES 10 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1475 ***********************************************************************
 SS1475  DESIGNATION -  FAIRFIELD MUNICIPAL TANK
 SS1475  PID         -  SS1475
 SS1475  STATE/COUNTY-  MT/TETON
 SS1475  USGS QUAD   -  FAIRFIELD (1983)
 SS1475
 SS1475                         *CURRENT SURVEY CONTROL
 SS1475  ___________________________________________________________________
 SS1475* NAD 83(1992)-  47 36 51.81361(N)    111 58 34.60734(W)     ADJUSTED  
 SS1475* NAVD 88     -                                                        
 SS1475  ___________________________________________________________________
 SS1475  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 SS1475  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1475
 SS1475  HORZ ORDER  -  THIRD
 SS1475
 SS1475.The horizontal coordinates were established by classical geodetic methods
 SS1475.and adjusted by the National Geodetic Survey in July 1992..
 SS1475
 SS1475
 SS1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1475
 SS1475.The geoid height was determined by GEOID03.
 SS1475
 SS1475;                    North         East     Units Scale Factor Converg.
 SS1475;SPC MT       -   376,784.338   413,967.676   MT  0.99944779   -1 48 41.1
 SS1475;SPC MT       - 1,236,169.09  1,358,161.67   iFT  0.99944779   -1 48 41.1
 SS1475;UTM  12      - 5,273,904.723   426,633.196   MT  0.99966615   -0 43 16.1
 SS1475
 SS1475                          SUPERSEDED SURVEY CONTROL
 SS1475
 SS1475  NAD 83(1986)-  47 36 51.81971(N)    111 58 34.58533(W) AD(       ) 4
 SS1475  NAD 27      -  47 36 51.98400(N)    111 58 31.57000(W) AD(       ) 3
 SS1475
 SS1475.Superseded values are not recommended for survey control.
 SS1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1475.See file dsdata.txt to determine how the superseded data were derived.
 SS1475
 SS1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2663373905(NAD 83)
 SS1475_MARKER: 53 = ELEVATED TANK
 SS1475
 SS1475  HISTORY     - Date     Condition        Report By
 SS1475  HISTORY     - 1947     FIRST OBSERVED   USGS
 SS1475  HISTORY     - 1961     GOOD             CGS
 SS1475
 SS1475                          STATION DESCRIPTION
 SS1475
 SS1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1475'THE STATION IS THE TOP-CENTER OF THE TANK.  IT IS IN THE EAST
 SS1475'EDGE OF FAIRFIELD.  IT IS AN ELEVATED TANK, SUPPORTED BY FOUR
 SS1475'METAL LEGS, IS SILVER IN COLOR AND 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0515 ***********************************************************************
 ST0515  DESIGNATION -  FAIRVIEW
 ST0515  PID         -  ST0515
 ST0515  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0515  USGS QUAD   -  DOUBLE FALLS (1995)
 ST0515
 ST0515                         *CURRENT SURVEY CONTROL
 ST0515  ___________________________________________________________________
 ST0515* NAD 83(1992)-  47 28 56.91903(N)    112 45 01.99026(W)     ADJUSTED  
 ST0515* NAVD 88     -      2514.4    (meters)    8249.     (feet)  VERTCON   
 ST0515  ___________________________________________________________________
 ST0515  LAPLACE CORR-         -10.09  (seconds)                    DEFLEC99
 ST0515  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 ST0515
 ST0515  HORZ ORDER  -  FIRST
 ST0515
 ST0515.The horizontal coordinates were established by classical geodetic methods
 ST0515.and adjusted by the National Geodetic Survey in July 1992..
 ST0515
 ST0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0515
 ST0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0515
 ST0515.The geoid height was determined by GEOID03.
 ST0515
 ST0515;                    North         East     Units Scale Factor Converg.
 ST0515;SPC MT       -   364,265.046   355,221.121   MT  0.99942623   -2 22 40.1
 ST0515;SPC MT       - 1,195,095.30  1,165,423.63   iFT  0.99942623   -2 22 40.1
 ST0515;UTM  12      - 5,260,267.548   368,117.750   MT  0.99981374   -1 17 25.7
 ST0515
 ST0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0515!SPC MT       -   0.99960807  x   0.99942623  =   0.99903453
 ST0515!UTM  12      -   0.99960807  x   0.99981374  =   0.99942189
 ST0515
 ST0515:                Primary Azimuth Mark                     Grid Az
 ST0515:SPC MT       -  FAIRVIEW AZ MK                           026 49 19.4
 ST0515:UTM  12      -  FAIRVIEW AZ MK                           025 44 05.0
 ST0515
 ST0515|---------------------------------------------------------------------|
 ST0515| PID    Reference Object                     Distance      Geod. Az  |
 ST0515|                                                           dddmmss.s |
 ST0515| CN3498 FAIRVIEW AZ MK                                     0242639.3 |
 ST0515| CN3499 FAIRVIEW RM 1                         7.098 METERS 16431     |
 ST0515| CN3500 FAIRVIEW RM 2                        14.545 METERS 31010     |
 ST0515|---------------------------------------------------------------------|
 ST0515
 ST0515                          SUPERSEDED SURVEY CONTROL
 ST0515
 ST0515  NAD 83(1986)-  47 28 56.92547(N)    112 45 01.97592(W) AD(       ) 1
 ST0515  NAD 27      -  47 28 57.12700(N)    112 44 58.83010(W) AD(       ) 1
 ST0515  NGVD 29 (07/19/86) 2513.2    (m)         8245.     (f) VERT ANG       
 ST0515
 ST0515.Superseded values are not recommended for survey control.
 ST0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0515.See file dsdata.txt to determine how the superseded data were derived.
 ST0515
 ST0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT6811860268(NAD 83)
 ST0515_MARKER: Z = SEE DESCRIPTION
 ST0515_SETTING: 66 = SET IN ROCK OUTCROP
 ST0515
 ST0515  HISTORY     - Date     Condition        Report By
 ST0515  HISTORY     - 1960     MONUMENTED       CGS
 ST0515  HISTORY     - 1956     GOOD             USGS
 ST0515
 ST0515                          STATION DESCRIPTION
 ST0515
 ST0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0515'STATION IS NEAR THE NORTH END OF THE SOUTH 1 OF 2 HIGH PEAKS
 ST0515'ON FAIRVIEW MOUNTAIN, ELEVATION 8,230 FEET.  IT IS ABOUT 17
 ST0515'MILES WEST OF AUGUSTA, 8-1/4 MILES SOUTH OF GIBSON DAM, 2
 ST0515'MILES WEST AND 1-1/2 MILES NORTH OF WILLOW CREEK RANGER STATION
 ST0515'AND NEAR THE SOUTHEAST CORNER OF SECTION 16, T 20 N, R 9 W.
 ST0515'
 ST0515'THIS STATION WAS REACHED BY HELICOPTER.  THERE IS A GOOD PLACE
 ST0515'TO CAMP IN THE SADDLE BETWEEN THE 2 HIGH PEAKS AND THE HELICOPTER
 ST0515'LANDED THERE.  IT IS ABOUT A 20 MINUTE PACK.
 ST0515'
 ST0515'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTH DOWN
 ST0515'THE STEEP PEAK TO THE SADDLE, THEN ALONG THE EAST EDGE OF THE
 ST0515'RIDGE TO A 4 FOOT HIGH CAIRN AND AZIMUTH MARK.  IT IS ABOUT
 ST0515'A 25 MINUTE PACK.
 ST0515'
 ST0515'STATION MARK IS A 1 INCH COPPER PLUG CEMENTED IN A DRILL HOLE IN
 ST0515'ROCK OUTCROP PROJECTING 3 INCHES, STAMPED USGS.  IT IS 19 FEET
 ST0515'WEST OF THE EAST EDGE OF CLIFF AND IS ON THE HIGHEST POINT
 ST0515'OF THE PEAK.
 ST0515'
 ST0515'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIRVIEW USGS
 ST0515'NO 1 1960, CEMENTED IN A DRILL HOLE IN 4 X 3 FOOT ROCK
 ST0515'OUTCROP PROJECTING 5 INCHES.  IT IS 24 FEET WEST OF THE EAST
 ST0515'EDGE OF THE CLIFF AND ABOUT 1 FOOT LOWER THAN THE STATION.
 ST0515'
 ST0515'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRVIEW USGS
 ST0515'NO 2 1960, CEMENTED IN A DRILL HOLE IN A 5 X 3 FOOT ROCK OUTCROP
 ST0515'PROJECTING 8 INCHES.  IT IS 15 FEET WEST OF THE EAST EDGE OF THE
 ST0515'CLIFF AND THE SAME ELEVATION AS THE STATION MARK.
 ST0515'
 ST0515'AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIRVIEW USGS 1960,
 ST0515'CEMENTED IN A DRILL HOLE IN A 10 X 6 FOOT BOULDER PROJECTING
 ST0515'3 FEET.  IT IS 11 FEET WEST OF THE EAST EDGE OF THE CLIFF,
 ST0515'3 FEET SOUTHEAST OF A 3 FOOT HIGH CAIRN AND ABOUT 600 FEET
 ST0515'LOWER THAN THE STATION.
 ST0515
 ST0515                          STATION RECOVERY (1956)
 ST0515
 ST0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ST0515'STATION MARK--A COPPER BOLT, SET IN ROCK IN PLACE, AND STAMPED
 ST0515'---USGS---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0670 ***********************************************************************
 QX0670  DESIGNATION -  FAIRVIEW
 QX0670  PID         -  QX0670
 QX0670  STATE/COUNTY-  MT/SWEET GRASS
 QX0670  USGS QUAD   -  FAIRVIEW PEAK (1951)
 QX0670
 QX0670                         *CURRENT SURVEY CONTROL
 QX0670  ___________________________________________________________________
 QX0670* NAD 83(1992)-  45 57 23.27739(N)    110 16 39.89394(W)     ADJUSTED  
 QX0670* NAVD 88     -      3097.4    (meters)   10162.     (feet)  VERTCON   
 QX0670  ___________________________________________________________________
 QX0670  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 QX0670  GEOID HEIGHT-         -10.42  (meters)                     GEOID03
 QX0670
 QX0670  HORZ ORDER  -  THIRD
 QX0670
 QX0670.The horizontal coordinates were established by classical geodetic methods
 QX0670.and adjusted by the National Geodetic Survey in July 1992..
 QX0670
 QX0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0670
 QX0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0670
 QX0670.The geoid height was determined by GEOID03.
 QX0670
 QX0670;                    North         East     Units Scale Factor Converg.
 QX0670;SPC MT       -   189,940.557   539,733.288   MT  0.99956082   -0 34 08.1
 QX0670;SPC MT       -   623,164.56  1,770,778.50   iFT  0.99956082   -0 34 08.1
 QX0670;UTM  12      - 5,089,464.157   555,969.416   MT  0.99963851   +0 31 09.0
 QX0670
 QX0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0670!SPC MT       -   0.99951630  x   0.99956082  =   0.99907733
 QX0670!UTM  12      -   0.99951630  x   0.99963851  =   0.99915498
 QX0670
 QX0670:                Primary Azimuth Mark                     Grid Az
 QX0670:SPC MT       -  GRIMM                                    268 09 57.4
 QX0670:UTM  12      -  GRIMM                                    267 04 40.3
 QX0670
 QX0670|---------------------------------------------------------------------|
 QX0670| PID    Reference Object                     Distance      Geod. Az  |
 QX0670|                                                           dddmmss.s |
 QX0670| QX0671 GRIMM                               APPROX. 5.7 KM 2673549.3 |
 QX0670|---------------------------------------------------------------------|
 QX0670
 QX0670                          SUPERSEDED SURVEY CONTROL
 QX0670
 QX0670  NAD 83(1986)-  45 57 23.27526(N)    110 16 39.88699(W) AD(       ) 3
 QX0670  NAD 27      -  45 57 23.50400(N)    110 16 37.17132(W) AD(       ) 3
 QX0670  NGVD 29 (07/19/86) 3096.0    (m)        10157.     (f) VERT ANG       
 QX0670
 QX0670.Superseded values are not recommended for survey control.
 QX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0670.See file dsdata.txt to determine how the superseded data were derived.
 QX0670
 QX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR5596989464(NAD 83)
 QX0670_MARKER: DD = SURVEY DISK
 QX0670_SETTING: 66 = SET IN ROCK OUTCROP
 QX0670_SP_SET: SET IN ROCK OUTCROP
 QX0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0670+STABILITY: POSITION/ELEVATION WELL
 QX0670
 QX0670  HISTORY     - Date     Condition        Report By
 QX0670  HISTORY     - 1948     MONUMENTED       USGS
 QX0670
 QX0670                          STATION DESCRIPTION
 QX0670
 QX0670'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WLS)
 QX0670'STATION LOCATED 17.5 MI. N. OF THE TOWN OF SPRINGDALE AND 0.5 MI. S.
 QX0670'OF SWAMP LAKE ON S. PEAK OF CRAZY MOUNTAINS.
 QX0670'
 QX0670'TO REACH STATION FROM RAILROAD CROSSING AT SPRINGDALE PROCEED N.ACROSS
 QX0670'BRIDGE 1.4 MI. TO A RD. LEADING E. CONTINUE N. 0.4 MI. TO RD. FORK.
 QX0670'FOLLOW RIGHT E. 0.3 MI. TO A RD. FORK. CONTINUE RIGHT 1.5 MI. TO A RD.
 QX0670'FORK. TAKE LEFT FORK NW. 3.3 MI. TO RD. FORK.  FOLLOW E. FORK 4.1 MI.
 QX0670'TO TRACK RD.LEADING N. FOLLOW TRACK RD. N. AND NW. 3.8 MI. TO A DIM
 QX0670'RD. FORK AT BM SIGN, FOLLOW DIM RD. N. AND CROSS CREEK 1.0 MI. TO
 QX0670'IRRIGATION DITCH.  END TRUCK TRAVEL AT DITCH AND PACK N. ALONG DITCH
 QX0670'TO CREEK.  CROSS CREEK ON RIDGE ON E. SIDE.  FOLLOW RIDGE N. AND E.
 QX0670'ALMOST TO CONE POINT ON MAIN RIDGE - NGS STATION DUCK - AT THIS POINT
 QX0670'CUT ACROSS NE. TO SADDLE N. OF STATION -DUCK-.  FOLLOW SHARP RIDGE N.
 QX0670'TO HIGHEST POINT AND STATION SITE.
 QX0670'
 QX0670'STATION MARK - STANDARD TABLET STAMPED ---FAIRVIEW 1948 AND CEMENTED
 QX0670'IN SOLID ROCKS ON HIGHEST POINT AND 1 FT. UNDER GROUND SURFACE.
 QX0670'
 QX0670'REFERENCE MARK NO.1 - STANDARD RM TABLET STAMPED ---FAIRVIEW RM 1---
 QX0670'AND CEMENTED IN A SOLID ROCK 37.93 FT., S 56 DEG 21 MIN W, FROM
 QX0670'STATION MARK.
 QX0670'
 QX0670'REFERENCE MARK NO.2 - STANDARD RM TABLET STAMPED ---FAIRVIEW RM 2---
 QX0670'AND CEMENTED IN A SOLID ROCK 30.33 FT., N 50 DEG 14 MIN W.
 QX0670'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0575 ***********************************************************************
 SQ0575  DESIGNATION -  FALL
 SQ0575  PID         -  SQ0575
 SQ0575  STATE/COUNTY-  MT/GARFIELD
 SQ0575  USGS QUAD   -  LOST CREEK (1987)
 SQ0575
 SQ0575                         *CURRENT SURVEY CONTROL
 SQ0575  ___________________________________________________________________
 SQ0575* NAD 83(1992)-  47 33 10.95247(N)    107 43 52.51916(W)     ADJUSTED  
 SQ0575* NAVD 88     -       869.19   (+/-2cm)    2851.7    (feet)  VERTCON   
 SQ0575  ___________________________________________________________________
 SQ0575  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 SQ0575  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 SQ0575
 SQ0575  HORZ ORDER  -  THIRD
 SQ0575  VERT ORDER  -  THIRD ? (See Below)
 SQ0575
 SQ0575.The horizontal coordinates were established by classical geodetic methods
 SQ0575.and adjusted by the National Geodetic Survey in July 1992..
 SQ0575
 SQ0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0575.The vertical order pertains to the NGVD 29 superseded value.
 SQ0575
 SQ0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0575
 SQ0575.The geoid height was determined by GEOID03.
 SQ0575
 SQ0575;                    North         East     Units Scale Factor Converg.
 SQ0575;SPC MT       -   368,528.364   733,043.008   MT  0.99943710   +1 17 37.8
 SQ0575;SPC MT       - 1,209,082.56  2,404,996.75   iFT  0.99943710   +1 17 37.8
 SQ0575;UTM  13      - 5,270,240.021   294,513.909   MT  1.00011892   -2 00 58.0
 SQ0575
 SQ0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0575!SPC MT       -   0.99986619  x   0.99943710  =   0.99930337
 SQ0575!UTM  13      -   0.99986619  x   1.00011892  =   0.99998510
 SQ0575
 SQ0575:                Primary Azimuth Mark                     Grid Az
 SQ0575:SPC MT       -  LAKE                                     291 20 58.3
 SQ0575:UTM  13      -  LAKE                                     294 39 34.1
 SQ0575
 SQ0575|---------------------------------------------------------------------|
 SQ0575| PID    Reference Object                     Distance      Geod. Az  |
 SQ0575|                                                           dddmmss.s |
 SQ0575| SQ0580 LAKE                                APPROX. 4.4 KM 2923836.1 |
 SQ0575|---------------------------------------------------------------------|
 SQ0575
 SQ0575                          SUPERSEDED SURVEY CONTROL
 SQ0575
 SQ0575  NAD 83(1986)-  47 33 10.94663(N)    107 43 52.50358(W) AD(       ) 3
 SQ0575  NAD 27      -  47 33 10.94200(N)    107 43 50.12500(W) AD(       ) 3
 SQ0575  NGVD 29 (07/19/86)  868.47   (m)         2849.3    (f) LEVELING    3  
 SQ0575
 SQ0575.Superseded values are not recommended for survey control.
 SQ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0575.See file dsdata.txt to determine how the superseded data were derived.
 SQ0575
 SQ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9451470240(NAD 83)
 SQ0575_MARKER: P = PIPE CAP
 SQ0575_SETTING: 0 = UNSPECIFIED SETTING
 SQ0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0575
 SQ0575  HISTORY     - Date     Condition        Report By
 SQ0575  HISTORY     - 1937     MONUMENTED       USE
 SQ0575
 SQ0575                          STATION DESCRIPTION
 SQ0575
 SQ0575'DESCRIBED BY US ENGINEERS 1937
 SQ0575'THE STATION IS IN GARFIELD COUNTY ON THE RIGHT BANK OF THE
 SQ0575'MISSOURI RIVER ABOUT 1/4 MILE WEST OF THE CENTER OF SECTION
 SQ0575'27, T. 21 N., R. 31 E.  THE STATION IS ON THE NORTHWEST TIP
 SQ0575'OF A NARROW RIDGE WHICH IS A PORTION OF THE DIVIDE BETWEEN
 SQ0575'LOST CREEK AND DEAD MAN COULEE BEING ABOUT 1-1/2 MILES NORTHEAST
 SQ0575'OF THE MOUTH OF LOST CREEK AND 1-1/2 MILES SOUTH OF THE MOUTH
 SQ0575'OF DEAD MAN COULEE.  THE STATION IS ON THE HIGHEST GROUND IN
 SQ0575'THE VICINITY.
 SQ0575'
 SQ0575'THE STATION IS ACCESSIBLE BY AUTOMOBILE.  PROCEED WEST AND NORTH
 SQ0575'ALONG THE ROAD TO LEEDY FROM THE U.S.C. AND G.S. STATION OF
 SQ0575'THAT NAME ABOUT 5-1/4 MILES TO POINT OPPOSITE A GATE IN FENCE
 SQ0575'WEST OF ROAD.  LEAVE ROAD AT THIS POINT AND DRIVE THROUGH
 SQ0575'GATE.  CONTINUE ON DIM ROAD ALONG DIVIDES FOR ABOUT 5 MILES TO
 SQ0575'LARGE FLAT-TOPPED PLATEAU.  PROCEED NORTHWEST ACROSS PLATEAU
 SQ0575'TO POINT OF SHARP RIDGE AND STATION.
 SQ0575'
 SQ0575'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP AND IS ABOUT 80
 SQ0575'FEET NORTH OF OLD 5 IN IRON PIPE OF M.R.C. STATION TRACK.
 SQ0575'
 SQ0575'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0575'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0478 ***********************************************************************
 RT0478  DESIGNATION -  FALLON
 RT0478  PID         -  RT0478
 RT0478  STATE/COUNTY-  MT/PRAIRIE
 RT0478  USGS QUAD   -  HENDRICKSON COULEE (1972)
 RT0478
 RT0478                         *CURRENT SURVEY CONTROL
 RT0478  ___________________________________________________________________
 RT0478* NAD 83(1992)-  46 52 44.59959(N)    105 08 07.32544(W)     ADJUSTED  
 RT0478* NAVD 88     -       796.1    (meters)    2612.     (feet)  VERTCON   
 RT0478  ___________________________________________________________________
 RT0478  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 RT0478  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RT0478
 RT0478  HORZ ORDER  -  FIRST
 RT0478
 RT0478.The horizontal coordinates were established by classical geodetic methods
 RT0478.and adjusted by the National Geodetic Survey in July 1992..
 RT0478
 RT0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0478
 RT0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0478
 RT0478.The geoid height was determined by GEOID03.
 RT0478
 RT0478;                    North         East     Units Scale Factor Converg.
 RT0478;SPC MT       -   301,402.006   932,331.542   MT  0.99939534   +3 11 33.9
 RT0478;SPC MT       -   988,851.73  3,058,830.52   iFT  0.99939534   +3 11 33.9
 RT0478;UTM  13      - 5,191,733.016   489,685.357   MT  0.99960131   -0 05 55.7
 RT0478
 RT0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0478!SPC MT       -   0.99987779  x   0.99939534  =   0.99927320
 RT0478!UTM  13      -   0.99987779  x   0.99960131  =   0.99947914
 RT0478
 RT0478:                Primary Azimuth Mark                     Grid Az
 RT0478:SPC MT       -  FALLON RM 3 AZIMUTH                      072 11 17.1
 RT0478:UTM  13      -  FALLON RM 3 AZIMUTH                      075 28 46.7
 RT0478
 RT0478|---------------------------------------------------------------------|
 RT0478| PID    Reference Object                     Distance      Geod. Az  |
 RT0478|                                                           dddmmss.s |
 RT0478| CQ8354 FALLON RM 3 AZIMUTH                                0752251.0 |
 RT0478| CQ8356 FALLON RM 2                          15.808 METERS 08508     |
 RT0478| CQ8355 FALLON RM 1                          14.179 METERS 35643     |
 RT0478|---------------------------------------------------------------------|
 RT0478
 RT0478                          SUPERSEDED SURVEY CONTROL
 RT0478
 RT0478  NAD 83(1986)-  46 52 44.58949(N)    105 08 07.29703(W) AD(       ) 1
 RT0478  NAD 27      -  46 52 44.55900(N)    105 08 05.37000(W) AD(       ) 1
 RT0478  NGVD 29 (07/19/86)  795.6    (m)         2610.     (f) VERT ANG       
 RT0478
 RT0478.Superseded values are not recommended for survey control.
 RT0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0478.See file dsdata.txt to determine how the superseded data were derived.
 RT0478
 RT0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM8968591733(NAD 83)
 RT0478_MARKER: DS = TRIANGULATION STATION DISK
 RT0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0478
 RT0478  HISTORY     - Date     Condition        Report By
 RT0478  HISTORY     - 1934     MONUMENTED       CGS
 RT0478  HISTORY     - 1966     GOOD             CGS
 RT0478  HISTORY     - 1967     GOOD             CGS
 RT0478  HISTORY     - 1972     GOOD             USGS
 RT0478  HISTORY     - 1977     GOOD             LOCENG
 RT0478  HISTORY     - 1977     GOOD             DMA
 RT0478
 RT0478                          STATION DESCRIPTION
 RT0478
 RT0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0478'STATION IS ON THE HIGHLANDS ABOUT 2 MILES NORTH OF THE YELLOWSTONE
 RT0478'RIVER AND ABOUT 5 MILES NORTHWEST OF THE TOWN OF FALLON.
 RT0478'
 RT0478'TO REACH FROM FALLON, GO EAST ON U.S. HIGHWAY 10, 2.1 MILES,
 RT0478'TURN LEFT ON A GRAVELED ROAD AND GO 0.3 MILE, TAKE LEFT FORK,
 RT0478'GO 2.5 MILES, AT THIS POINT THE ROAD TURNS NORTH, GO THROUGH
 RT0478'A GATE IN THE FENCE CORNER AND GO SOUTH 0.3 MILE, TURN RIGHT
 RT0478'THROUGH A GATE, GO 0.1 MILE TO THE HIGHEST POINT ABOUT 100
 RT0478'FEET SOUTHWEST OF THE ROAD.
 RT0478'
 RT0478'AZIMUTH MARK IS 1/4 MILE EAST-SOUTHEAST OF THE STATION, 25
 RT0478'FEET WEST OF THE ROAD CENTER AND 200 FEET NORTH-NORTHEAST OF
 RT0478'A LOG CABIN.
 RT0478'
 RT0478'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RT0478'BRONZE DISKS SET IN CONCRETE POSTS.
 RT0478
 RT0478                          STATION RECOVERY (1966)
 RT0478
 RT0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 RT0478'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 RT0478'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 RT0478'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 RT0478'
 RT0478'TO REACH THE STATION FROM THE POST OFFICE IN GLENDIVE, GO
 RT0478'SOUTH ONE BLOCK TO U.S. HIGHWAY 10.  TURN RIGHT AND GO
 RT0478'SOUTHERLY ON U.S. HIGHWAY 10 FOR 25.9 MILES TO A SIDE ROAD
 RT0478'RIGHT.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 1.1 MILES
 RT0478'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE GRAVEL
 RT0478'ROAD FOR 1.0 MILE TO A GATE ON THE LEFT.  PASS THROUGH THE
 RT0478'GATE AND TURN LEFT ON A DIM TRACK ROAD, CROSS COUNTRY, AND GO
 RT0478'SOUTHERLY FOR 0.8 MILE TO THE HIGHEST POINT AND THE STATION.
 RT0478'A RED AND WHITE TARGET WAS ESTABLISHED OVER THE STATION AT
 RT0478'THIS DATE.
 RT0478'
 RT0478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0
 RT0478'MILES NORTHWEST OF FALLON, 25.0 MILES SOUTHWEST OF GLENDIVE AND
 RT0478'ABOUT 3.5 MILES SOUTHEAST OF A MICRO-WAVE RELAY TOWER.
 RT0478
 RT0478                          STATION RECOVERY (1967)
 RT0478
 RT0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 RT0478'STATION, R.M. 1, R.M. 2, AND AZIMUTH MARK WERE RECOVERED IN
 RT0478'EXCELLENT CONDITION.
 RT0478'
 RT0478'A NEW ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM NORTH
 RT0478'SIDE OF THE BRIDGE CROSSING THE YELLOWSTONE RIVER JUST NORTH
 RT0478'OF FALLON, MONTANA, GO NORTHEAST ON HWY 10 FOR 0.8 MILE TO
 RT0478'GRAVEL ROAD ON LEFT.  TURN LEFT (NORTH) ON GRAVEL ROAD FOR 1.55
 RT0478'MILES TO GATE IN NORTH-SOUTH FENCELINE.  TURN LEFT (WEST) THRU
 RT0478'GATE, AND FOLLOW N-S FENCELINE SOUTH FOR 0.7 MILE.  THEN TURN
 RT0478'SW FOR 0.1 MILE TO HIGHEST POINT AND STATION WITH MAST ERECTED
 RT0478'OVER IT.
 RT0478
 RT0478                          STATION RECOVERY (1972)
 RT0478
 RT0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RT0478'RECOVERED.
 RT0478'
 RT0478'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN CONCRETE
 RT0478'PROJECTING 0.3 FT., AND STAMPED ---FALLON 1934---.
 RT0478
 RT0478                          STATION RECOVERY (1977)
 RT0478
 RT0478'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (AW)
 RT0478'FALLON 1934 RECOVERED IN GOOD CONDITION.
 RT0478'
 RT0478'REF. MARKS NO. 1, NO. 2, NO. 3 (AZ.) ALSO RECOVERED IN GOOD
 RT0478'CONDITION.
 RT0478'
 RT0478'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST OF THE
 RT0478'TOWN OF FALLON.
 RT0478
 RT0478                          STATION RECOVERY (1977)
 RT0478
 RT0478'RECOVERY NOTE BY DEFENSE MAP AGENCY 1977
 RT0478'STATION, R.M. NO. 1, R.M. NO. 2, AND AZIMUTH MARK WERE RECOVERED IN
 RT0478'EXCELLENT CONDITION.
 RT0478'
 RT0478'A NEW ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM NORTH SIDE OF
 RT0478'THE BRIDGE CROSSING THE YELLOW STONE RIVER JUST NORTH OF FALCON,
 RT0478'MONTANA, GO NORTHEAST ON HWY 10 FOR 0.8 MILE TO GRAVEL ROAD ON
 RT0478'LEFT.  TURN LEFT (NORTH) ON GRAVEL ROAD FOR 1.55 MILES TO GATE IN
 RT0478'NORTH-SOUTH FENCELINE.  TURN LEFT (WEST) THRU GATE, AND
 RT0478'FOLLOW N-S FENCELINE SOUTH FOR 0.7 MILE.  THEN TURN SW FOR 0.1
 RT0478'MILE TO HIGHEST POINT AND STATION WITH MAST ERECTED OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0527 ***********************************************************************
 ST0527  DESIGNATION -  FALLS PT LOOKOUT TOWER
 ST0527  PID         -  ST0527
 ST0527  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0527  USGS QUAD   -  LAKE MOUNTAIN (1968)
 ST0527
 ST0527                         *CURRENT SURVEY CONTROL
 ST0527  ___________________________________________________________________
 ST0527* NAD 83(1992)-  47 13 14.35986(N)    112 54 21.30546(W)     ADJUSTED  
 ST0527* NAVD 88     -                                                        
 ST0527  ___________________________________________________________________
 ST0527  LAPLACE CORR-           7.89  (seconds)                    DEFLEC99
 ST0527  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 ST0527
 ST0527  HORZ ORDER  -  THIRD
 ST0527
 ST0527.The horizontal coordinates were established by classical geodetic methods
 ST0527.and adjusted by the National Geodetic Survey in July 1992..
 ST0527
 ST0527
 ST0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0527
 ST0527.The geoid height was determined by GEOID03.
 ST0527
 ST0527;                    North         East     Units Scale Factor Converg.
 ST0527;SPC MT       -   335,698.059   342,264.114   MT  0.99939921   -2 29 29.2
 ST0527;SPC MT       - 1,101,371.58  1,122,913.76   iFT  0.99939921   -2 29 29.2
 ST0527;UTM  12      - 5,231,447.099   355,701.123   MT  0.99985590   -1 23 56.9
 ST0527
 ST0527                          SUPERSEDED SURVEY CONTROL
 ST0527
 ST0527  NAD 83(1986)-  47 13 14.36686(N)    112 54 21.29201(W) AD(       ) 4
 ST0527  NAD 27      -  47 13 14.57500(N)    112 54 18.12100(W) AD(       ) 3
 ST0527
 ST0527.Superseded values are not recommended for survey control.
 ST0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0527.See file dsdata.txt to determine how the superseded data were derived.
 ST0527
 ST0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT5570131447(NAD 83)
 ST0527
 ST0527  HISTORY     - Date     Condition        Report By
 ST0527  HISTORY     - 1956     MONUMENTED       CGS
 ST0527
 ST0527                          STATION DESCRIPTION
 ST0527
 ST0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 ST0527'THE STATION IS LOCATED ABOUT 21 MILES NORTH-NORTHWEST OF LINCOLN,
 ST0527'ON A HEAVILY WOODED POINT, AND APPARENTLY LOWER THAN THE
 ST0527'SURROUNDING MOUNTAINS.  THIS STATION WAS NOT VISITED AND ITS
 ST0527'HEIGHT WAS NOT DETERMINED.  IT IS A WOODEN STRUCTURE CONSISTING
 ST0527'OF A CROWS-NEST SUPPORTED BY FOUR POLE LEGS.  ITS HEIGHT WOULD
 ST0527'BE ABOUT 25 FEET.  THE POINT OBSERVED WAS THE CENTER OF THE
 ST0527'CROWS-NEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0853 ***********************************************************************
 TM0853  DESIGNATION -  FAMILY
 TM0853  PID         -  TM0853
 TM0853  STATE/COUNTY-  MT/GLACIER
 TM0853  USGS QUAD   -  KIPP LAKE (1968)
 TM0853
 TM0853                         *CURRENT SURVEY CONTROL
 TM0853  ___________________________________________________________________
 TM0853* NAD 83(1992)-  48 31 26.92994(N)    112 46 36.17843(W)     ADJUSTED  
 TM0853* NAVD 88     -      1370.4    (meters)    4496.     (feet)  VERTCON   
 TM0853  ___________________________________________________________________
 TM0853  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 TM0853  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 TM0853
 TM0853  HORZ ORDER  -  FIRST
 TM0853
 TM0853.The horizontal coordinates were established by classical geodetic methods
 TM0853.and adjusted by the National Geodetic Survey in July 1992..
 TM0853
 TM0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0853
 TM0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0853
 TM0853.The geoid height was determined by GEOID03.
 TM0853
 TM0853;                    North         East     Units Scale Factor Converg.
 TM0853;SPC MT       -   480,018.135   358,093.910   MT  0.99974279   -2 23 49.0
 TM0853;SPC MT       - 1,574,862.65  1,174,848.79   iFT  0.99974279   -2 23 49.0
 TM0853;UTM  12      - 5,376,083.841   368,815.590   MT  0.99981144   -1 19 52.9
 TM0853
 TM0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0853!SPC MT       -   0.99978756  x   0.99974279  =   0.99953040
 TM0853!UTM  12      -   0.99978756  x   0.99981144  =   0.99959904
 TM0853
 TM0853|---------------------------------------------------------------------|
 TM0853| PID    Reference Object                     Distance      Geod. Az  |
 TM0853|                                                           dddmmss.s |
 TM0853| CN3505 FAMILY RM 1                           9.839 METERS 06820     |
 TM0853| CN3506 FAMILY RM 2                           9.110 METERS 17209     |
 TM0853| TM0859 BROWNING BLACKFEET SCH SPIPE        APPROX.18.9 KM 3075130.0 |
 TM0853| CN3504 FAMILY AZ MK                                       3375928.2 |
 TM0853|---------------------------------------------------------------------|
 TM0853
 TM0853                          SUPERSEDED SURVEY CONTROL
 TM0853
 TM0853  NAD 83(1986)-  48 31 26.93729(N)    112 46 36.17061(W) AD(       ) 1
 TM0853  NAD 27      -  48 31 27.02437(N)    112 46 32.91901(W) AD(       ) 1
 TM0853  NGVD 29 (07/19/86) 1369.2    (m)         4492.     (f) VERT ANG       
 TM0853
 TM0853.Superseded values are not recommended for survey control.
 TM0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0853.See file dsdata.txt to determine how the superseded data were derived.
 TM0853
 TM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU6881676084(NAD 83)
 TM0853_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0853
 TM0853  HISTORY     - Date     Condition        Report By
 TM0853  HISTORY     - 1964     MONUMENTED       CGS
 TM0853
 TM0853                          STATION DESCRIPTION
 TM0853
 TM0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0853'THE STATION IS ABOUT 11-1/4 MILES EAST-SOUTHEAST OF BROWNING,
 TM0853'22 MILES WEST-SOUTHWEST OF CUT BANK, 16-1/4 MILES NORTH-NORTHEAST
 TM0853'OF HEART BUTTE, ON THE SUMMIT OF AN EAST-WEST RIDGE WHICH
 TM0853'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  THERE ARE
 TM0853'HIGHER POINTS ABOUT 2 MILES WEST OF THE STATION SITE.
 TM0853'
 TM0853'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TM0853'STATE HIGHWAY 444, ABOUT 15 MILES EAST OF BROWNING, GO WEST
 TM0853'ON U.S. HIGHWAY 2 FOR 2.3 MILES TO A SIGN ON THE RIGHT HISTORIC
 TM0853'MONUMENT 500 YARDS AND A SIDE ROAD ON THE LEFT.  TURN LEFT
 TM0853'AND GO SOUTH ABOUT 100 YARDS TO THE OLD HIGHWAY.  TURN RIGHT
 TM0853'AND GO WESTERLY ON THE OLD HIGHWAY FOR 0.3 MILE TO A GATE ON
 TM0853'THE LEFT.  PASS THROUGH THE GATE AND GO SOUTH ON A TRACK
 TM0853'ROAD FOR 0.1 MILE TO A FORK.  BEAR LEFT AND CONTINUE SOUTH
 TM0853'FOR 0.55 MILE TO A FORK.  BEAR RIGHT AND CONTINUE SOUTH FOR
 TM0853'0.1 MILE TO A FENCE CORNER AND A 3-WAY FORK.  TAKE THE
 TM0853'MIDDLE FORK AND CONTINUE SOUTHERLY FOR 0.15 MILE TO A GATE.
 TM0853'PASS THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.1 MILE
 TM0853'TO A FORK.  BEAR RIGHT AND CONTINUE SOUTHWESTERLY FOR
 TM0853'0.45 MILE TO A GATE ON THE RIGHT.  CONTINUE SOUTH ALONG
 TM0853'THE EAST SIDE OF A FENCE FOR 0.55 MILE TO A FORK AT A
 TM0853'FENCE CORNER.  BEAR LEFT THEN RIGHT ON THE MAIN TRACK ROAD
 TM0853'FOR 0.05 MILE TO A GATE AND A FORK.  PASS THROUGH THE
 TM0853'GATE TAKE THE LEFT FORK, MAIN TRACK ROAD, AND CONTINUE
 TM0853'SOUTHERLY FOR 1.75 MILE TO A WINDMILL ON THE LEFT.
 TM0853'CONTINUE SOUTHERLY ON THE MAIN TRACK ROAD FOR 0.75 MILE TO
 TM0853'A GATE AT THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH THE
 TM0853'GATE, TAKE THE EAST ONE OF TWO TRACK ROADS AND CONTINUE
 TM0853'SOUTHERLY FOR 0.75 MILE TO A T-JUNCTION AT THE TOP OF THE
 TM0853'RIDGE.  TURN LEFT AND GO EASTERLY FOR 0.05 MILE TO THE HIGHEST
 TM0853'POINT AND THE STATION.
 TM0853'
 TM0853'THE STATION MARK IS A STANDARD DISK, STAMPED FAMILY 1964,
 TM0853'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0853'4 INCHES.  A WITNESS POST WAS NOT SET BECAUSE OF POSSIBLE
 TM0853'INJURY TO CATTLE.
 TM0853'
 TM0853'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAMILY NO 1
 TM0853'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0853'3 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 TM0853'
 TM0853'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAMILY NO 2
 TM0853'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0853'4 INCHES.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 TM0853'
 TM0853'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FAMILY 1964,
 TM0853'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0853'2 INCHES.  IT IS 20.0 FEET EAST OF AN EAST GATE POST, 2.1
 TM0853'FEET EAST OF A WITNESS POST, 1.0 FEET NORTH OF AN EAST-WEST
 TM0853'FENCE AND 28.4 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0899 ***********************************************************************
 TM0899  DESIGNATION -  FAMILY
 TM0899  PID         -  TM0899
 TM0899  STATE/COUNTY-  MT/PONDERA
 TM0899  USGS QUAD   -  MORNINGSTAR MOUNTAIN (1995)
 TM0899
 TM0899                         *CURRENT SURVEY CONTROL
 TM0899  ___________________________________________________________________
 TM0899* NAD 83(1992)-  48 08 55.09815(N)    113 01 25.79004(W)     ADJUSTED  
 TM0899* NAVD 88     -      2465.5    (meters)    8089.     (feet)  VERTCON   
 TM0899  ___________________________________________________________________
 TM0899  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 TM0899  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 TM0899
 TM0899  HORZ ORDER  -  THIRD
 TM0899
 TM0899.The horizontal coordinates were established by classical geodetic methods
 TM0899.and adjusted by the National Geodetic Survey in July 1992..
 TM0899
 TM0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0899
 TM0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0899
 TM0899.The geoid height was determined by GEOID03.
 TM0899
 TM0899;                    North         East     Units Scale Factor Converg.
 TM0899;SPC MT       -   439,111.013   337,985.104   MT  0.99958992   -2 34 39.7
 TM0899;SPC MT       - 1,440,652.93  1,108,875.01   iFT  0.99958992   -2 34 39.7
 TM0899;UTM  12      - 5,334,801.677   349,468.909   MT  0.99987843   -1 30 28.0
 TM0899
 TM0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0899!SPC MT       -   0.99961579  x   0.99958992  =   0.99920586
 TM0899!UTM  12      -   0.99961579  x   0.99987843  =   0.99949426
 TM0899
 TM0899:                Primary Azimuth Mark                     Grid Az
 TM0899:SPC MT       -  GOAT RESET                               314 19 44.9
 TM0899:UTM  12      -  GOAT RESET                               313 15 33.2
 TM0899
 TM0899|---------------------------------------------------------------------|
 TM0899| PID    Reference Object                     Distance      Geod. Az  |
 TM0899|                                                           dddmmss.s |
 TM0899| TM0903 GOAT RESET                          APPROX.11.7 KM 3114505.2 |
 TM0899|---------------------------------------------------------------------|
 TM0899
 TM0899                          SUPERSEDED SURVEY CONTROL
 TM0899
 TM0899  NAD 83(1986)-  48 08 55.10762(N)    113 01 25.77928(W) AD(       ) 3
 TM0899  NAD 27      -  48 08 55.26734(N)    113 01 22.53327(W) AD(       ) 3
 TM0899  NGVD 29 (07/19/86) 2464.2    (m)         8085.     (f) VERT ANG       
 TM0899
 TM0899.Superseded values are not recommended for survey control.
 TM0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0899.See file dsdata.txt to determine how the superseded data were derived.
 TM0899
 TM0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU4946934802(NAD 83)
 TM0899_MARKER: DD = SURVEY DISK
 TM0899_SETTING: 66 = SET IN ROCK OUTCROP
 TM0899_SP_SET: SET IN ROCK OUTCROP
 TM0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0899+STABILITY: POSITION/ELEVATION WELL
 TM0899
 TM0899  HISTORY     - Date     Condition        Report By
 TM0899  HISTORY     - 1956     MONUMENTED       USGS
 TM0899
 TM0899                          STATION DESCRIPTION
 TM0899
 TM0899'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TM0899'STATION LOCATED ABOUT 15 MI. (AIRLINE) E. AND 11.5 MI. S. OF THE
 TM0899'VILLAGE OF SUMMIT, MONTANA, ABOUT 1.5 MI. ENE. OF BADGER PASS, AND
 TM0899'ON THE HIGHEST POINT OF FAMILY PEAK.  STATION REACHED BY HELICOPTER.
 TM0899'
 TM0899'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, AND STAMPED
 TM0899'---8095 VA FAMILY 1956---.
 TM0899'
 TM0899'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0327 ***********************************************************************
 TK0327  DESIGNATION -  FAP 95 A
 TK0327  PID         -  TK0327
 TK0327  STATE/COUNTY-  MT/HILL
 TK0327  USGS QUAD   -  LOHMAN (1964)
 TK0327
 TK0327                         *CURRENT SURVEY CONTROL
 TK0327  ___________________________________________________________________
 TK0327* NAD 83(1986)-  48 33 47.     (N)    109 29 51.     (W)     SCALED    
 TK0327* NAVD 88     -       751.298  (meters)    2464.88   (feet)  ADJUSTED  
 TK0327  ___________________________________________________________________
 TK0327  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TK0327  DYNAMIC HT  -         751.379 (meters)    2465.15  (feet)  COMP
 TK0327  MODELED GRAV-     980,693.3   (mgal)                       NAVD 88
 TK0327
 TK0327  VERT ORDER  -  FIRST     CLASS II
 TK0327
 TK0327.The horizontal coordinates were scaled from a topographic map and have
 TK0327.an estimated accuracy of +/- 6 seconds.
 TK0327
 TK0327.The orthometric height was determined by differential leveling
 TK0327.and adjusted by the National Geodetic Survey in June 1991..
 TK0327
 TK0327.The geoid height was determined by GEOID03.
 TK0327
 TK0327.The dynamic height is computed by dividing the NAVD 88
 TK0327.geopotential number by the normal gravity value computed on the
 TK0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0327.degrees latitude (g = 980.6199 gals.).
 TK0327
 TK0327.The modeled gravity was interpolated from observed gravity values.
 TK0327
 TK0327;                    North         East    Units  Estimated Accuracy
 TK0327;SPC MT       -   479,280.      600,180.      MT  (+/- 180 meters Scaled)
 TK0327
 TK0327                          SUPERSEDED SURVEY CONTROL
 TK0327
 TK0327.No superseded survey control is available for this station.
 TK0327
 TK0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU108799(NAD 83)
 TK0327_MARKER: DB = BENCH MARK DISK
 TK0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0327_SP_SET: CONCRETE POST
 TK0327_STAMPING: ELEV 2462.78
 TK0327_PROJECTION: PROJECTING 91 CENTIMETERS
 TK0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0327+STABILITY: SURFACE MOTION
 TK0327
 TK0327  HISTORY     - Date     Condition        Report By
 TK0327  HISTORY     - UNK      MONUMENTED       MTDH
 TK0327  HISTORY     - 1979     GOOD             NGS
 TK0327
 TK0327                          STATION DESCRIPTION
 TK0327
 TK0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0327'8.8 MI EAST FROM HAVRE.
 TK0327'8.8 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TK0327'HAVRE, 73 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM MILE POST 391,
 TK0327'71 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD, 36
 TK0327'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTHWEST OF A
 TK0327'POWER POLE, AND 8.2 FEET NORTH OF THE NORTH POST OF A SIGN (HILL
 TK0327'COUNTRY).
 TK0327'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1297 ***********************************************************************
 SS1297  DESIGNATION -  FAP F 1 211 8
 SS1297  PID         -  SS1297
 SS1297  STATE/COUNTY-  MT/TETON
 SS1297  USGS QUAD   -  DUTTON (1987)
 SS1297
 SS1297                         *CURRENT SURVEY CONTROL
 SS1297  ___________________________________________________________________
 SS1297* NAD 83(1986)-  47 47 40.     (N)    111 40 02.     (W)     SCALED    
 SS1297* NAVD 88     -      1131.217  (meters)    3711.33   (feet)  ADJUSTED  
 SS1297  ___________________________________________________________________
 SS1297  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1297  DYNAMIC HT  -        1131.160 (meters)    3711.15  (feet)  COMP
 SS1297  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 SS1297
 SS1297  VERT ORDER  -  FIRST     CLASS II
 SS1297
 SS1297.The horizontal coordinates were scaled from a topographic map and have
 SS1297.an estimated accuracy of +/- 6 seconds.
 SS1297
 SS1297.The orthometric height was determined by differential leveling
 SS1297.and adjusted by the National Geodetic Survey in June 1991..
 SS1297
 SS1297.The geoid height was determined by GEOID03.
 SS1297
 SS1297.The dynamic height is computed by dividing the NAVD 88
 SS1297.geopotential number by the normal gravity value computed on the
 SS1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1297.degrees latitude (g = 980.6199 gals.).
 SS1297
 SS1297.The modeled gravity was interpolated from observed gravity values.
 SS1297
 SS1297;                    North         East    Units  Estimated Accuracy
 SS1297;SPC MT       -   396,100.      437,730.      MT  (+/- 180 meters Scaled)
 SS1297
 SS1297                          SUPERSEDED SURVEY CONTROL
 SS1297
 SS1297.No superseded survey control is available for this station.
 SS1297
 SS1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT500936(NAD 83)
 SS1297_MARKER: DB = BENCH MARK DISK
 SS1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1297_SP_SET: CONCRETE POST
 SS1297_STAMPING: FAP F1-211 8 ELEV 3705.84 FAP 211-B-B
 SS1297_PROJECTION: PROJECTING 91 CENTIMETERS
 SS1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1297+STABILITY: SURFACE MOTION
 SS1297
 SS1297  HISTORY     - Date     Condition        Report By
 SS1297  HISTORY     - UNK      MONUMENTED       MTDH
 SS1297  HISTORY     - 1979     GOOD             NGS
 SS1297
 SS1297                          STATION DESCRIPTION
 SS1297
 SS1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1297'5.0 MI SE FROM DUTTON.
 SS1297'5.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD AND OLD U.S.
 SS1297'HIGHWAY 91 FROM THE STATION IN DUTTON, 435 FEET NORTHEAST OF A POWER
 SS1297'POLE AT THE NORTHEAST CORNER OF A FENCE AROUND A DUMP, 341 FEET
 SS1297'SOUTHEAST OF THE SOUTHEAST RAIL, 243 FEET EAST-SOUTHEAST OF TELEPHONE
 SS1297'POLE NUMBER 4955, AND 95.7 FEET WEST OF THE CENTERLINE OF THE ROAD.
 SS1297'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0310 ***********************************************************************
 TK0310  DESIGNATION -  FAP FG 95 11
 TK0310  PID         -  TK0310
 TK0310  STATE/COUNTY-  MT/HILL
 TK0310  USGS QUAD   -  HERRON PARK (1976)
 TK0310
 TK0310                         *CURRENT SURVEY CONTROL
 TK0310  ___________________________________________________________________
 TK0310* NAD 83(1986)-  48 33 17.     (N)    109 46 34.     (W)     SCALED    
 TK0310* NAVD 88     -       774.931  (meters)    2542.42   (feet)  ADJUSTED  
 TK0310  ___________________________________________________________________
 TK0310  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 TK0310  DYNAMIC HT  -         775.005 (meters)    2542.66  (feet)  COMP
 TK0310  MODELED GRAV-     980,680.8   (mgal)                       NAVD 88
 TK0310
 TK0310  VERT ORDER  -  FIRST     CLASS II
 TK0310
 TK0310.The horizontal coordinates were scaled from a topographic map and have
 TK0310.an estimated accuracy of +/- 6 seconds.
 TK0310
 TK0310.The orthometric height was determined by differential leveling
 TK0310.and adjusted by the National Geodetic Survey in June 1991..
 TK0310
 TK0310.The geoid height was determined by GEOID03.
 TK0310
 TK0310.The dynamic height is computed by dividing the NAVD 88
 TK0310.geopotential number by the normal gravity value computed on the
 TK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0310.degrees latitude (g = 980.6199 gals.).
 TK0310
 TK0310.The modeled gravity was interpolated from observed gravity values.
 TK0310
 TK0310;                    North         East    Units  Estimated Accuracy
 TK0310;SPC MT       -   478,390.      579,620.      MT  (+/- 180 meters Scaled)
 TK0310
 TK0310                          SUPERSEDED SURVEY CONTROL
 TK0310
 TK0310.No superseded survey control is available for this station.
 TK0310
 TK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU903786(NAD 83)
 TK0310_MARKER: DB = BENCH MARK DISK
 TK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0310_SP_SET: CONCRETE POST
 TK0310_PROJECTION: PROJECTING 99 CENTIMETERS
 TK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0310+STABILITY: SURFACE MOTION
 TK0310
 TK0310  HISTORY     - Date     Condition        Report By
 TK0310  HISTORY     - UNK      MONUMENTED       MTDH
 TK0310  HISTORY     - 1979     GOOD             NGS
 TK0310
 TK0310                          STATION DESCRIPTION
 TK0310
 TK0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0310'4.6 MI WEST FROM HAVRE.
 TK0310'4.6 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY
 TK0310'232 AND U.S. HIGHWAY 2 IN HAVRE, 0.1 MILE EAST OF A DRIVEWAY LEADING
 TK0310'NORTH, 0.1 MILE WEST OF A DRIVEWAY, 80 FEET NORTH OF THE CENTERLINE
 TK0310'OF HIGHWAY 2, 32 FEET WEST OF POWER POLE NUMBER 25-8KE, AND 1 FOOT
 TK0310'SOUTH OF A FENCE.  NOTE=NO STAMPING.
 TK0310'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0527 ***********************************************************************
 SQ0527  DESIGNATION -  FARANUF
 SQ0527  PID         -  SQ0527
 SQ0527  STATE/COUNTY-  MT/VALLEY
 SQ0527  USGS QUAD   -  WOLFE COULEE (1971)
 SQ0527
 SQ0527                         *CURRENT SURVEY CONTROL
 SQ0527  ___________________________________________________________________
 SQ0527* NAD 83(1992)-  47 42 13.46938(N)    107 15 51.14115(W)     ADJUSTED  
 SQ0527* NAVD 88     -       908.44   (+/-2cm)    2980.4    (feet)  VERTCON   
 SQ0527  ___________________________________________________________________
 SQ0527  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 SQ0527  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 SQ0527
 SQ0527  HORZ ORDER  -  SECOND
 SQ0527  VERT ORDER  -  THIRD ? (See Below)
 SQ0527
 SQ0527.The horizontal coordinates were established by classical geodetic methods
 SQ0527.and adjusted by the National Geodetic Survey in July 1992..
 SQ0527
 SQ0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0527.The vertical order pertains to the NGVD 29 superseded value.
 SQ0527
 SQ0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0527
 SQ0527.The geoid height was determined by GEOID03.
 SQ0527
 SQ0527;                    North         East     Units Scale Factor Converg.
 SQ0527;SPC MT       -   386,165.574   767,687.458   MT  0.99946543   +1 38 07.8
 SQ0527;SPC MT       - 1,266,947.42  2,518,659.64   iFT  0.99946543   +1 38 07.8
 SQ0527;UTM  13      - 5,285,856.332   330,139.810   MT  0.99995456   -1 40 30.6
 SQ0527
 SQ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0527!SPC MT       -   0.99986011  x   0.99946543  =   0.99932562
 SQ0527!UTM  13      -   0.99986011  x   0.99995456  =   0.99981468
 SQ0527
 SQ0527|---------------------------------------------------------------------|
 SQ0527| PID    Reference Object                     Distance      Geod. Az  |
 SQ0527|                                                           dddmmss.s |
 SQ0527| CQ6505 FARANUF RM 1                         14.899 METERS 02800     |
 SQ0527| CQ6504 FARANUF AZ MK                                      0310125.2 |
 SQ0527| CQ6506 FARANUF RM 2                         12.880 METERS 12403     |
 SQ0527|---------------------------------------------------------------------|
 SQ0527
 SQ0527                          SUPERSEDED SURVEY CONTROL
 SQ0527
 SQ0527  NAD 83(1986)-  47 42 13.46412(N)    107 15 51.12721(W) AD(       ) 2
 SQ0527  NAD 27      -  47 42 13.44200(N)    107 15 48.81000(W) AD(       ) 2
 SQ0527  NGVD 29 (07/19/86)  907.74   (m)         2978.1    (f) LEVELING    3  
 SQ0527
 SQ0527.Superseded values are not recommended for survey control.
 SQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0527.See file dsdata.txt to determine how the superseded data were derived.
 SQ0527
 SQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN3014085856(NAD 83)
 SQ0527_MARKER: P = PIPE CAP
 SQ0527_SETTING: 0 = UNSPECIFIED SETTING
 SQ0527
 SQ0527  HISTORY     - Date     Condition        Report By
 SQ0527  HISTORY     - 1937     MONUMENTED       USE
 SQ0527  HISTORY     - 1948     GOOD             CGS
 SQ0527
 SQ0527                          STATION DESCRIPTION
 SQ0527
 SQ0527'DESCRIBED BY US ENGINEERS 1937
 SQ0527'THE STATION IS IN VALLEY COUNTY ON THE LEFT BANK OF THE
 SQ0527'MISSOURI RIVER AND IN THE NORTHWEST CORNER OF SECTION 5, T.
 SQ0527'22 N., R. 35 E.  THE STATION IS IN THE VICINITY OF THE OLD
 SQ0527'FARANUF POST OFFICE, 2 MILES NORTH OF THE MISSOURI RIVER,
 SQ0527'1-1/2 MILES NORTHWEST OF THE HEAD OF IRISHMAN COULEE AND 1
 SQ0527'MILE SOUTHWEST OF A SHARP BEND IN THE HEAD OF WAGON COULEE
 SQ0527'CANYON, BEING ON A HIGH GRASSY KNOLL 1/2 MILE WEST OF THE
 SQ0527'FARANUF ROAD WHERE IT PASSES THROUGH FENCE LINE.
 SQ0527'
 SQ0527'TO REACH STATION, PROCEED ALONG WILLOW CREEK ROAD TO FARANUF
 SQ0527'AS DIRECTED IN DESCRIPTION OF STATION CANYON TO FORK IN TRAIL
 SQ0527'1-1/4 MILES SOUTH OF SUTHERLAND CREEK CROSSING.  TAKE TRAIL
 SQ0527'TO RIGHT AND CONTINUE SOUTHWEST AND SOUTH TO POINT WHERE ROAD
 SQ0527'PASSES THROUGH FENCE EAST OF TRAIL.  LEAVE ROAD AT THIS
 SQ0527'POINT TURNING RIGHT OR WEST AND DRIVE ACROSS COUNTRY TO
 SQ0527'SHARP GRASSY PEAK 1/2 MILE DISTANT AND STATION.
 SQ0527'
 SQ0527'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0527'
 SQ0527'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0527'
 SQ0527
 SQ0527                          STATION RECOVERY (1948)
 SQ0527
 SQ0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0527'STATION IS LOCATED ABOUT 40 MILES SOUTHWEST OF FORT PECK,
 SQ0527'AND ABOUT 2 MILES NORTHEAST OF THE MISSOURI RIVER, ON A
 SQ0527'GRASSY KNOLL.
 SQ0527'
 SQ0527'TO REACH THE STATION FROM THE FORT PECK POST OFFICE, GO SOUTH
 SQ0527'AND WEST ON THE GLASGOW HIGHWAY FOR 5.3 MILES TO A CROSSROAD,
 SQ0527'TURN LEFT ON THE GRAVEL CROSSROAD AND GO WEST FOR 10.25 MILES
 SQ0527'TO A LARGE WOODEN BRIDGE ACROSS A COULEE, (THERE ARE NUMEROUS
 SQ0527'SMALL WOODEN BRIDGES ON THIS ROAD, BUT NO ATTEMPT WAS MADE TO
 SQ0527'MENTION THEM ALL) CONTINUE FOR 7.0 MILES TO ANOTHER LARGE
 SQ0527'WOODEN BRIDGE ACROSS A COULEE, CONTINUE AHEAD ON MAIN TRAVELLED
 SQ0527'ROAD FOR 6.55 MILES TO A SMALL WOODEN BRIDGE AND A TRACK ROAD
 SQ0527'RIGHT, KEEP ON MAIN TRAVELLED ROAD FOR 5.25 MILES TO A TRACK
 SQ0527'ROAD LEFT, CONTINUE ON MAIN TRAVELED ROAD FOR 1.5 MILES TO A
 SQ0527'T-ROAD RIGHT, KEEP LEFT ON MAIN TRAVELED ROAD FOR 0.6 MILE TO A
 SQ0527'CATTLE GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE ON
 SQ0527'MAIN TRAVELLED ROAD FOR 1.2 MILES TO A SIDE ROAD LEFT,
 SQ0527'KEEP RIGHT ON MAIN TRAVELLED ROAD FOR 0.9 MILE TO A CATTLE
 SQ0527'GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE FOR 1.6 MILES
 SQ0527'TO A CATTLE GUARD AND SIDE ROAD LEFT, PASS THROUGH
 SQ0527'CATTLE GUARD AND CONTINUE ON MAIN TRAVELLED ROAD FOR 1.4
 SQ0527'MILES TO A CATTLE GUARD, PASS THROUGH CATTLE GUARD AND
 SQ0527'CONTINUE FOR 2.8 MILES TO ANOTHER CATTLE GUARD, PASS THROUGH
 SQ0527'CATTLE GUARD AND CONTINUE ON MAIN TRAVELLED ROAD FOR 1.6 MILES TO A
 SQ0527'TRACK ROAD RIGHT, KEEP ON MAIN TRAVELLED ROAD FOR 1.0 MILE TO
 SQ0527'ANOTHER CATTLE GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE FOR
 SQ0527'1.3 MILES TO A CATTLE GUARD, PASS THROUGH CATTLE GUARD AND
 SQ0527'CONTINUE FOR 0.85 MILE TO ANOTHER CATTLE GUARD, PASS
 SQ0527'THROUGH CATTLE GUARD AND CONTINUE FOR 2.95 MILES TO A T-ROAD
 SQ0527'LEFT, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELLED ROAD
 SQ0527'FOR 4.90 MILES TO THE AZIMUTH MARK ON THE LEFT, (FROM
 SQ0527'THIS POINT THE STATION IS VISIBLE TO THE
 SQ0527'SOUTH-SOUTHEAST), BEAR RIGHT OFF OF THE MAIN TRAVELED ROAD AND
 SQ0527'DRIVE ACROSS COUNTRY FOR 0.3 MILE TO THE STATION ON THE TOP
 SQ0527'OF THE HIGHEST KNOLL IN THE IMMEDIATE VICINITY.
 SQ0527'
 SQ0527'THE STATION IS 8 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 SQ0527'CORPS OF ENGINEERS, U.S. ARMY MAP CONTROL STATION DISK SET IN THE
 SQ0527'TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS ABOUT 6 INCHES,
 SQ0527'AND THE DISK IS STAMPED FARANUF.
 SQ0527'
 SQ0527'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS REFERENCE MARK
 SQ0527'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE
 SQ0527'MARK PROJECTS ABOUT 3 INCHES, AND THE DISK IS STAMPED FARANUF
 SQ0527'USE NO 1 1948.
 SQ0527'
 SQ0527'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS REFERENCE MARK DISK
 SQ0527'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 SQ0527'PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED FARANUF USE
 SQ0527'NO 2 1948.
 SQ0527'
 SQ0527'AZIMUTH MARK IS ABOUT 0.3 MILE FROM THE STATION, 65 FEET SOUTH
 SQ0527'OF THE CENTER OF A TRACK ROAD, 3 FEET NORTH OF AN EAST-WEST
 SQ0527'BARBED WIRE FENCE, AND 2 FEET NORTH OF A WITNESS POST.  IT IS
 SQ0527'A STANDARD USC AND GS AZIMUTH MARK DISK SET IN THE TOP OF A
 SQ0527'12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS ABOUT 6 INCHES,
 SQ0527'AND THE DISK IS STAMPED FARANUF USE 1948.
 SQ0527'
 SQ0527'STATIONS SEVEN BLACKFEET (MORC) AND CARPENTER ARE VISIBLE
 SQ0527'FROM A 4-FOOT STAND.
 SQ0527'
 SQ0527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0638 ***********************************************************************
 TL0638  DESIGNATION -  FARLEY
 TL0638  PID         -  TL0638
 TL0638  STATE/COUNTY-  MT/CHOUTEAU
 TL0638  USGS QUAD   -  VERONA (1953)
 TL0638
 TL0638                         *CURRENT SURVEY CONTROL
 TL0638  ___________________________________________________________________
 TL0638* NAD 83(1992)-  48 07 15.93003(N)    110 14 16.26327(W)     ADJUSTED  
 TL0638* NAVD 88     -       921.1    (meters)    3022.     (feet)  VERTCON   
 TL0638  ___________________________________________________________________
 TL0638  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 TL0638  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 TL0638
 TL0638  HORZ ORDER  -  THIRD
 TL0638
 TL0638.The horizontal coordinates were established by classical geodetic methods
 TL0638.and adjusted by the National Geodetic Survey in July 1992..
 TL0638
 TL0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0638
 TL0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0638
 TL0638.The geoid height was determined by GEOID03.
 TL0638
 TL0638;                    North         East     Units Scale Factor Converg.
 TL0638;SPC MT       -   430,412.991   545,090.454   MT  0.99958043   -0 32 23.1
 TL0638;SPC MT       - 1,412,116.11  1,788,354.51   iFT  0.99958043   -0 32 23.1
 TL0638;UTM  12      - 5,330,040.090   556,719.543   MT  0.99963953   +0 34 02.9
 TL0638
 TL0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0638!SPC MT       -   0.99985810  x   0.99958043  =   0.99943859
 TL0638!UTM  12      -   0.99985810  x   0.99963953  =   0.99949768
 TL0638
 TL0638:                Primary Azimuth Mark                     Grid Az
 TL0638:SPC MT       -  BIG SANDY WT                             054 56 59.8
 TL0638:UTM  12      -  BIG SANDY WT                             053 50 33.8
 TL0638
 TL0638|---------------------------------------------------------------------|
 TL0638| PID    Reference Object                     Distance      Geod. Az  |
 TL0638|                                                           dddmmss.s |
 TL0638| TL0632 BIG SANDY WT                        APPROX.11.3 KM 0542436.7 |
 TL0638| TL0644 CARP                                APPROX. 8.1 KM 2680303.9 |
 TL0638|---------------------------------------------------------------------|
 TL0638
 TL0638                          SUPERSEDED SURVEY CONTROL
 TL0638
 TL0638  NAD 83(1986)-  48 07 15.92630(N)    110 14 16.24557(W) AD(       ) 3
 TL0638  NAD 27      -  48 07 16.01760(N)    110 14 13.47858(W) AD(       ) 3
 TL0638  NGVD 29 (07/19/86)  920.2    (m)         3019.     (f) VERT ANG       
 TL0638
 TL0638.Superseded values are not recommended for survey control.
 TL0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0638.See file dsdata.txt to determine how the superseded data were derived.
 TL0638
 TL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU5672030040(NAD 83)
 TL0638
 TL0638  HISTORY     - Date     Condition        Report By
 TL0638  HISTORY     - 1952     MONUMENTED       USGS
 TL0638  HISTORY     - 1953     GOOD             USGS
 TL0638
 TL0638                          STATION DESCRIPTION
 TL0638
 TL0638'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 TL0638'STATION LIES ABOUT 4.0 MI. S. AND 6.0 MI. E. OF BIG SANDY, MONTANA,
 TL0638'NEAR THE NW. CORNER SEC.7 T.27 N., R.12 E.,
 TL0638'
 TL0638'TO REACH FROM BIG SANDY POST OFFICE PROCEED SW. ALONG U.S. HIGHWAY 87
 TL0638'5.1 MI. TO JUNCTION AT ELEVATOR AND RAILROAD CROSSING, TURN RIGHT NW.,
 TL0638'GO THRU GATE AND PROCEED 0.8 MI. ALONG RANCH RD, TO FENCE LINE, THEN
 TL0638'TURN RIGHT N. 0.3 MI. TO RANCH HOUSE, THEN TURN LEFT W. 2.2 MI. TO DIM
 TL0638'CROSSROADS, THEN TURN LEFT S. 0.5 MI. ALONG TRACK RD. TO FENCE CORNER
 TL0638'AND GATE, THEN TURN LEFT E. 0.2 MI. ALONG FENCE LINE, THEN TURN RIGHT
 TL0638'S. 0.4 MI., PROCEED ACROSS PASTURE TO SE. POINT OF RIDGE TO STATION.
 TL0638'
 TL0638'RECOVERED.
 TL0638'
 TL0638'STATION MARK - STANDARD TABLET SET IN A CONCRETE POST STAMPED
 TL0638'---FARLEY 1952 3019--- PROJECTING 12 IN. ABOVE GROUND.
 TL0638'
 TL0638'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0585 ***********************************************************************
 TJ0585  DESIGNATION -  FARMER LB
 TJ0585  PID         -  TJ0585
 TJ0585  STATE/COUNTY-  MT/VALLEY
 TJ0585  USGS QUAD   -  KINTYRE (1972)
 TJ0585
 TJ0585                         *CURRENT SURVEY CONTROL
 TJ0585  ___________________________________________________________________
 TJ0585* NAD 83(1992)-  48 01 51.52965(N)    106 12 22.76899(W)     ADJUSTED  
 TJ0585* NAVD 88     -       618.8    (meters)    2030.     (feet)  VERTCON   
 TJ0585  ___________________________________________________________________
 TJ0585  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TJ0585  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0585
 TJ0585  HORZ ORDER  -  SECOND
 TJ0585
 TJ0585.The horizontal coordinates were established by classical geodetic methods
 TJ0585.and adjusted by the National Geodetic Survey in July 1992..
 TJ0585
 TJ0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0585
 TJ0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0585
 TJ0585.The geoid height was determined by GEOID03.
 TJ0585
 TJ0585;                    North         East     Units Scale Factor Converg.
 TJ0585;SPC MT       -   425,300.785   845,461.847   MT  0.99955104   +2 24 33.6
 TJ0585;SPC MT       - 1,395,343.78  2,773,824.96   iFT  0.99955104   +2 24 33.6
 TJ0585;UTM  13      - 5,320,447.530   410,068.183   MT  0.99969938   -0 53 49.1
 TJ0585
 TJ0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0585!SPC MT       -   0.99990568  x   0.99955104  =   0.99945676
 TJ0585!UTM  13      -   0.99990568  x   0.99969938  =   0.99960509
 TJ0585
 TJ0585:                Primary Azimuth Mark                     Grid Az
 TJ0585:SPC MT       -  FARMER LB AZ MK                          052 39 01.0
 TJ0585:UTM  13      -  FARMER LB AZ MK                          055 57 23.7
 TJ0585
 TJ0585|---------------------------------------------------------------------|
 TJ0585| PID    Reference Object                     Distance      Geod. Az  |
 TJ0585|                                                           dddmmss.s |
 TJ0585| CQ6507 FARMER LB AZ MK                                    0550334.6 |
 TJ0585| CQ6508 FARMER LB RM 1                       19.630 METERS 13614     |
 TJ0585| TJ0586 FPR 6A LB                            17.221 METERS 23348     |
 TJ0585|---------------------------------------------------------------------|
 TJ0585
 TJ0585                          SUPERSEDED SURVEY CONTROL
 TJ0585
 TJ0585  NAD 83(1986)-  48 01 51.52975(N)    106 12 22.76106(W) AD(       ) 2
 TJ0585  NAD 27      -  48 01 51.46523(N)    106 12 20.66875(W) AD(       ) 2
 TJ0585  NGVD 29 (07/19/86)  618.2    (m)         2028.     (f) VERT ANG       
 TJ0585
 TJ0585.Superseded values are not recommended for survey control.
 TJ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0585.See file dsdata.txt to determine how the superseded data were derived.
 TJ0585
 TJ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1006820448(NAD 83)
 TJ0585_MARKER: DS = TRIANGULATION STATION DISK
 TJ0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0585
 TJ0585  HISTORY     - Date     Condition        Report By
 TJ0585  HISTORY     - 1948     MONUMENTED       CGS
 TJ0585
 TJ0585                          STATION DESCRIPTION
 TJ0585
 TJ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0585'THE STATION IS 11-1/2 MILES SOUTHEAST OF NASHUA, 1/2 MILE NORTH OF
 TJ0585'THE MISSOURI RIVER, IN N.W. 1/4 SEC. 8, T. 26 N., R. 43 E., ON LAND
 TJ0585'OWNED BY THE UNITED STATES GOVERNMENT AND LEASED BY BEN DYKSKA.  IT
 TJ0585'IS 24 FEET SOUTH OF A 24-INCH COTTONWOOD TREE AND 7 FEET NORTH OF
 TJ0585'A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 TJ0585'STAMPED FARMER L.B. 1948.
 TJ0585'
 TJ0585'REFERENCE MARK NO. 1 IS 64.40 FEET SOUTHEAST OF THE STATION AND 4
 TJ0585'FEET NORTH OF A 18-INCH COTTONWOOD TREE.  THE MARK PROJECTS 6 INCHES
 TJ0585'AND THE DISK IS STAMPED FARMER L B NO 1 1948.
 TJ0585'
 TJ0585'F.P.R. 6 A L.B. (U.S.E.D.) IS 56.51 FEET SOUTHWEST OF THE STATION
 TJ0585'AND 7 FEET SOUTHEAST OF A 36-INCH COTTONWOOD TREE.  THE MARK IS A
 TJ0585'STANDARD BRONZE DISK OF THE UNITED STATES ENGINEER DEPARTMENT
 TJ0585'FASTENED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 18 INCHES.
 TJ0585'THE DISK IS STAMPED 6 A 1947.
 TJ0585'
 TJ0585'THE AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION.  IT IS ABOUT
 TJ0585'200 FEET SOUTH OF A FENCE CORNER, 15 FEET NORTH OF THE APPROXIMATE
 TJ0585'CENTERLINE OF THE TRACK ROAD AND 6 FEET SOUTH OF A WITNESS POST.
 TJ0585'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FARMER L B
 TJ0585'1948.
 TJ0585'
 TJ0585'TO REACH THE STATION FROM THE POST OFFICE IN NASHUA, GO NORTH 0.3
 TJ0585'MILE TO U.S. HIGHWAY 2, TURN RIGHT, GO EAST ON HIGHWAY 2 FOR 5.55
 TJ0585'MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT, GO SOUTH 0.4 MILE TO A
 TJ0585'RAILROAD CROSSING AT THE WIOTA RAILROAD STATION, CROSS THE
 TJ0585'TRACKS, TURN LEFT AND FOLLOW A GRAVEL ROAD EAST 2.0 MILE TO A
 TJ0585'CROSSROADS, TURN LEFT AND GO EAST AND SOUTH 3.0 MILES TO A
 TJ0585'CROSSROADS, TURN LEFT, GO 1.0 MILE TO A CROSSROADS AT A FENCE
 TJ0585'CORNER, TURN RIGHT, FOLLOW THE MAIN TRACK ROAD SOUTHEASTERLY FOR
 TJ0585'0.65 MILE TO A GATE AT A FARM HOUSE, PASS THROUGH THE GATE AND
 TJ0585'BEAR RIGHT OF THE FARM HOUSE AND FOLLOW THE TRACK ROAD
 TJ0585'SOUTH 0.25 MILE TO A GATE, PASS THROUGH THE GATE,
 TJ0585'BEAR LEFT AND GO SOUTHEAST FOR 0.3 MILE TO THE AZIMUTH
 TJ0585'MARK ON THE LEFT AND A FORK, BEAR RIGHT, GO SOUTH 0.25 MILE TO
 TJ0585'A FORK, TURN RIGHT, GO WEST 0.1 MILE TO A CORRAL AND A FORK,
 TJ0585'BEAR RIGHT AND GO 0.2 MILE TO THE STATION.
 TJ0585'
 TJ0585'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0583 ***********************************************************************
 TJ0583  DESIGNATION -  FARMER RB
 TJ0583  PID         -  TJ0583
 TJ0583  STATE/COUNTY-  MT/MCCONE
 TJ0583  USGS QUAD   -  KINTYRE (1972)
 TJ0583
 TJ0583                         *CURRENT SURVEY CONTROL
 TJ0583  ___________________________________________________________________
 TJ0583* NAD 83(1992)-  48 01 31.38891(N)    106 12 16.72214(W)     ADJUSTED  
 TJ0583* NAVD 88     -       620.2    (meters)    2035.     (feet)  VERTCON   
 TJ0583  ___________________________________________________________________
 TJ0583  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 TJ0583  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0583
 TJ0583  HORZ ORDER  -  SECOND
 TJ0583
 TJ0583.The horizontal coordinates were established by classical geodetic methods
 TJ0583.and adjusted by the National Geodetic Survey in July 1992..
 TJ0583
 TJ0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0583
 TJ0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0583
 TJ0583.The geoid height was determined by GEOID03.
 TJ0583
 TJ0583;                    North         East     Units Scale Factor Converg.
 TJ0583;SPC MT       -   424,684.807   845,613.105   MT  0.99954930   +2 24 38.0
 TJ0583;SPC MT       - 1,393,322.86  2,774,321.21   iFT  0.99954930   +2 24 38.0
 TJ0583;UTM  13      - 5,319,823.761   410,183.680   MT  0.99969912   -0 53 44.3
 TJ0583
 TJ0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0583!SPC MT       -   0.99990546  x   0.99954930  =   0.99945480
 TJ0583!UTM  13      -   0.99990546  x   0.99969912  =   0.99960461
 TJ0583
 TJ0583|---------------------------------------------------------------------|
 TJ0583| PID    Reference Object                     Distance      Geod. Az  |
 TJ0583|                                                           dddmmss.s |
 TJ0583| CQ6510 FARMER RB RM 1                        8.912 METERS 12432     |
 TJ0583| CQ6509 FARMER RB AZ MK                                    1990527.1 |
 TJ0583| TJ0584 FPR 6A RB                            12.347 METERS 24557     |
 TJ0583|---------------------------------------------------------------------|
 TJ0583
 TJ0583                          SUPERSEDED SURVEY CONTROL
 TJ0583
 TJ0583  NAD 83(1986)-  48 01 31.38904(N)    106 12 16.71415(W) AD(       ) 2
 TJ0583  NAD 27      -  48 01 31.32400(N)    106 12 14.62169(W) AD(       ) 2
 TJ0583  NGVD 29 (07/19/86)  619.6    (m)         2033.     (f) VERT ANG       
 TJ0583
 TJ0583.Superseded values are not recommended for survey control.
 TJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0583.See file dsdata.txt to determine how the superseded data were derived.
 TJ0583
 TJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1018419824(NAD 83)
 TJ0583_MARKER: DS = TRIANGULATION STATION DISK
 TJ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0583
 TJ0583  HISTORY     - Date     Condition        Report By
 TJ0583  HISTORY     - 1948     MONUMENTED       CGS
 TJ0583  HISTORY     - 1972     MARK NOT FOUND   USGS
 TJ0583
 TJ0583                          STATION DESCRIPTION
 TJ0583
 TJ0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0583'THE STATION IS LOCATED ON THE RIGHT BANK OF THE MISSOURI RIVER,
 TJ0583'ABOUT 8 MILES WEST-SOUTHWEST OF FRAZIER, 5-1/2 MILES SOUTHEAST OF
 TJ0583'THE WIOTA RAILROAD STATION, IN THE NORTHWEST QUARTER OF SEC. 8,
 TJ0583'T. 26 N., R. 43 E., AND ON LAND OWNED BY JACK NICKELS.  IT IS
 TJ0583'46 FEET NORTHEAST OF A 4-FOOT BENT COTTONWOOD TREE, 17 FEET SOUTH OF
 TJ0583'THE RIVER BANK, AND 13 FEET SOUTHWEST OF A WITNESS POST.  THE
 TJ0583'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED FARMER R B
 TJ0583'1948.
 TJ0583'
 TJ0583'REFERENCE MARK NO. 1 IS 29.24 FEET SOUTHEAST OF THE STATION AND
 TJ0583'50 FEET WEST OF A 4-FOOT COTTONWOOD TREE.  THE MARK PROJECTS 3
 TJ0583'INCHES, AND THE DISK IS STAMPED FARMER R B NO 1 1948.
 TJ0583'
 TJ0583'F.P.R. 6-A R.B. U.S.E.D. IS 30 FEET SOUTH OF THE RIVER BANK AND 5
 TJ0583'FEET EAST OF THE 4-FOOT BENT COTTONWOOD TREE.  THE MARK IS A
 TJ0583'STANDARD BRONZE DISK OF THE U.S. ENGINEER DEPARTMENT FASTENED TO A
 TJ0583'2-INCH IRON PIPE, PROJECTING 12 INCHES, AND STAMPED 6 A 1947.
 TJ0583'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FARMER
 TJ0583'R B TO THIS MARK.  IT WAS FOUND TO BE 40.51 FEET WEST-SOUTHWEST
 TJ0583'OF THE TRIANGULATION STATION.
 TJ0583'
 TJ0583'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTH-SOUTHWEST OF THE
 TJ0583'STATION, 11 FEET SOUTH OF A TRACK ROAD, 5 FEET EAST OF A WITNESS
 TJ0583'POST, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 5 INCHES, AND
 TJ0583'THE DISK IS STAMPED FARMER R B 1948.
 TJ0583'
 TJ0583'TO REACH THE STATION FROM THE EAST END OF THE SPILLWAY, WHICH IS
 TJ0583'ABOUT 5 MILES EAST OF FORT PECK, GO EASTERLY ON THE MAIN TRACK ROAD
 TJ0583'FOR 9.6 MILES TO A FORK, BEAR LEFT AND GO 2.9 MILES TO A T-ROAD
 TJ0583'AT A MAIL BOX AND A RED OIL DRUM OWNED BY MR JAMES TERRY ON THE
 TJ0583'LEFT, TURN LEFT AND FOLLOW A TRACK ROAD FOR 4.4 MILES TO A DIM
 TJ0583'TRACK ROAD ON THE LEFT, TURN LEFT AND GO 0.75 MILE TO A GATE AT AN
 TJ0583'ABANDONED RANCH, TURN LEFT AND FOLLOW A FENCE 0.05 MILE TO THE
 TJ0583'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM HERE GO NORTHERLY
 TJ0583'ACROSS A FIELD FOR 0.35 MILES TO THE STATION AS DESCRIBED.
 TJ0583
 TJ0583                          STATION RECOVERY (1972)
 TJ0583
 TJ0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (GRS)
 TJ0583'THE OWNER OF THE PROPERTY THAT THIS STATION WAS ON SAID THAT IT
 TJ0583'WASHED INTO THE RIVER ABOUT THREE YEARS AGO.  (JACK NICKEL.)
 TJ0583'
 TJ0583'DIRECTION AND DISTANCE--THE STATION IS LOCATED ON THE RIGHT BANK OF
 TJ0583'THE MISSOURI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0393 ***********************************************************************
 SP0393  DESIGNATION -  FARNHAM ET
 SP0393  PID         -  SP0393
 SP0393  STATE/COUNTY-  MT/MCCONE
 SP0393  USGS QUAD   -  ROCK CREEK (1983)
 SP0393
 SP0393                         *CURRENT SURVEY CONTROL
 SP0393  ___________________________________________________________________
 SP0393* NAD 83(1992)-  47 55 35.97946(N)    105 30 27.38014(W)     ADJUSTED  
 SP0393* NAVD 88     -       792.2    (meters)    2599.     (feet)  VERTCON   
 SP0393  ___________________________________________________________________
 SP0393  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 SP0393  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 SP0393
 SP0393  HORZ ORDER  -  THIRD
 SP0393
 SP0393.The horizontal coordinates were established by classical geodetic methods
 SP0393.and adjusted by the National Geodetic Survey in July 1992..
 SP0393
 SP0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0393
 SP0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0393
 SP0393.The geoid height was determined by GEOID03.
 SP0393
 SP0393;                    North         East     Units Scale Factor Converg.
 SP0393;SPC MT       -   416,143.730   898,083.587   MT  0.99952016   +2 55 13.6
 SP0393;SPC MT       - 1,365,300.95  2,946,468.46   iFT  0.99952016   +2 55 13.6
 SP0393;UTM  13      - 5,308,273.629   462,081.320   MT  0.99961767   -0 22 36.5
 SP0393
 SP0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0393!SPC MT       -   0.99987854  x   0.99952016  =   0.99939875
 SP0393!UTM  13      -   0.99987854  x   0.99961767  =   0.99949625
 SP0393
 SP0393:                Primary Azimuth Mark                     Grid Az
 SP0393:SPC MT       -  COUNTY                                   069 36 02.7
 SP0393:UTM  13      -  COUNTY                                   072 53 52.8
 SP0393
 SP0393|---------------------------------------------------------------------|
 SP0393| PID    Reference Object                     Distance      Geod. Az  |
 SP0393|                                                           dddmmss.s |
 SP0393| SP0387 COUNTY                              APPROX.24.5 KM 0723116.3 |
 SP0393|---------------------------------------------------------------------|
 SP0393
 SP0393                          SUPERSEDED SURVEY CONTROL
 SP0393
 SP0393  NAD 83(1986)-  47 55 35.97865(N)    105 30 27.37342(W) AD(       ) 3
 SP0393  NAD 27      -  47 55 35.94929(N)    105 30 25.40223(W) AD(       ) 3
 SP0393  NGVD 29 (07/19/86)  791.6    (m)         2597.     (f) VERT ANG       
 SP0393
 SP0393.Superseded values are not recommended for survey control.
 SP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0393.See file dsdata.txt to determine how the superseded data were derived.
 SP0393
 SP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP6208108274(NAD 83)
 SP0393_MARKER: DD = SURVEY DISK
 SP0393_SETTING: 0 = UNSPECIFIED SETTING
 SP0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0393
 SP0393  HISTORY     - Date     Condition        Report By
 SP0393  HISTORY     - 1975     MONUMENTED       USGS
 SP0393
 SP0393                          STATION DESCRIPTION
 SP0393
 SP0393'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 SP0393'THE STATION IS LOCATED ABOUT 13 MI. (AIRLINE) SE. OF WOLF POINT,
 SP0393'MONTANA, ABOUT 0.1 MI. W. OF STATE HIGHWAY 13, ABOUT 0.1 MI. E.
 SP0393'OF A MICROWAVE TOWER, AND ON PROPERTY OWNED BY MR. FARNHAM.
 SP0393'
 SP0393'TO REACH THE STATION FROM WHERE STATE HIGHWAY 13 CROSSES THE MISSOURI
 SP0393'RIVER, ABOUT 6 MI. SE. OF WOLF POINT, GO S. ON STATE HIGHWAY 13 FOR
 SP0393'10.2 MI. (0.7 MI. S. OF MILE POST 37) TO LOCKED GATE ON THE RIGHT.
 SP0393'MR. FARNHAM, WHO LIVES IN THE FIRST HOUSE S. OF THE GATE, HAS THE
 SP0393'KEY.  PASS THROUGH GATE AND FOLLOW RD. NW. FOR 0.2 MI.  LEAVE RD. AND
 SP0393'DRIVE NW. ACROSS COUNTRY FOR 0.1 MI. TO TOP OF HILL AND STATION SITE.
 SP0393'
 SP0393'STATION MARK--A USGS TABLET, CRIMPED TO THE TOP OF A COPPERWELD ROD,
 SP0393'CENTERED IN A 10 IN. PLASTIC PIPE FILLED WITH GRAVEL, AND STAMPED
 SP0393'---FARNHAM-ET 1975---.
 SP0393'
 SP0393'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0583 ***********************************************************************
 SQ0583  DESIGNATION -  FARVIEW
 SQ0583  PID         -  SQ0583
 SQ0583  STATE/COUNTY-  MT/PETROLEUM
 SQ0583  USGS QUAD   -  LOCKE RANCH (1987)
 SQ0583
 SQ0583                         *CURRENT SURVEY CONTROL
 SQ0583  ___________________________________________________________________
 SQ0583* NAD 83(1992)-  47 33 26.20670(N)    107 57 52.75037(W)     ADJUSTED  
 SQ0583* NAVD 88     -       831.51   (+/-2cm)    2728.0    (feet)  VERTCON   
 SQ0583  ___________________________________________________________________
 SQ0583  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 SQ0583  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 SQ0583
 SQ0583  HORZ ORDER  -  THIRD
 SQ0583  VERT ORDER  -  THIRD ? (See Below)
 SQ0583
 SQ0583.The horizontal coordinates were established by classical geodetic methods
 SQ0583.and adjusted by the National Geodetic Survey in July 1992..
 SQ0583
 SQ0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0583.The vertical order pertains to the NGVD 29 superseded value.
 SQ0583
 SQ0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0583
 SQ0583.The geoid height was determined by GEOID03.
 SQ0583
 SQ0583;                    North         East     Units Scale Factor Converg.
 SQ0583;SPC MT       -   368,628.825   715,480.294   MT  0.99943780   +1 07 23.2
 SQ0583;SPC MT       - 1,209,412.16  2,347,376.29   iFT  0.99943780   +1 07 23.2
 SQ0583;UTM  13      - 5,271,355.429   276,973.561   MT  1.00021130   -2 11 19.2
 SQ0583;UTM  12      - 5,271,561.093   728,344.226   MT  1.00024080   +2 14 27.3
 SQ0583
 SQ0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0583!SPC MT       -   0.99987209  x   0.99943780  =   0.99930996
 SQ0583!UTM  13      -   0.99987209  x   1.00021130  =   1.00008336
 SQ0583!UTM  12      -   0.99987209  x   1.00024080  =   1.00011286
 SQ0583
 SQ0583:                Primary Azimuth Mark                     Grid Az
 SQ0583:SPC MT       -  SLIDE                                    282 06 45.6
 SQ0583:UTM  13      -  SLIDE                                    285 25 28.0
 SQ0583:UTM  12      -  SLIDE                                    280 59 41.5
 SQ0583
 SQ0583|---------------------------------------------------------------------|
 SQ0583| PID    Reference Object                     Distance      Geod. Az  |
 SQ0583|                                                           dddmmss.s |
 SQ0583| SR1036 SLIDE                               APPROX. 3.9 KM 2831408.8 |
 SQ0583|---------------------------------------------------------------------|
 SQ0583
 SQ0583                          SUPERSEDED SURVEY CONTROL
 SQ0583
 SQ0583  NAD 83(1986)-  47 33 26.20118(N)    107 57 52.73492(W) AD(       ) 3
 SQ0583  NAD 27      -  47 33 26.20300(N)    107 57 50.31300(W) AD(       ) 3
 SQ0583  NGVD 29 (07/19/86)  830.77   (m)         2725.6    (f) LEVELING    3  
 SQ0583
 SQ0583.Superseded values are not recommended for survey control.
 SQ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0583.See file dsdata.txt to determine how the superseded data were derived.
 SQ0583
 SQ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN7697471355(NAD 83)
 SQ0583_MARKER: P = PIPE CAP
 SQ0583_SETTING: 0 = UNSPECIFIED SETTING
 SQ0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0583
 SQ0583  HISTORY     - Date     Condition        Report By
 SQ0583  HISTORY     - 1937     MONUMENTED       USE
 SQ0583
 SQ0583                          STATION DESCRIPTION
 SQ0583
 SQ0583'DESCRIBED BY US ENGINEERS 1937
 SQ0583'THE STATION IS IN PETROLEUM COUTNY ON THE RIGHT BANK OF THE
 SQ0583'MISSOURI RIVER AND IN THE NW 1/4 OF SECTION 26, T. 21 N., R. 29
 SQ0583'E.  THE STATION IS ON A NARROW SHALE RIDGE WHICH RISES ABOVE
 SQ0583'A NORTHEAST PRONG OF THE DIVIDE BETWEEN THE MISSOURI RIVER AND
 SQ0583'SODA CREEK, BEING ABOUT 2 MILES SOUTHWEST OF THE WESTERN
 SQ0583'ARM OF THE GREAT U BEND IN THE MISSOURI RIVER AND ABOUT 2
 SQ0583'MILES DUE WEST OF THE RIVER AND 1 MILE SOUTH OF THE RIVER AT
 SQ0583'ITS NEAREST POINT.  STATION IS ON HIGHEST GROUND IN VICINITY.
 SQ0583'
 SQ0583'ACCESS TO THE STATION BY AUTOMOBILE IS HAD BY DRIVING EAST FROM
 SQ0583'LITTLE CROOKED ALONG THE LITTLE CROOKED TO BERVIE
 SQ0583'ROAD FOR A DISTANCE OF ABOUT 30 MILES TO A GATE IN A NORTH
 SQ0583'AND SOUTH FENCE.  PASS THROUGH THE GATE AND TURN SHARPLY TO
 SQ0583'LEFT ON A DIM TRAIL.  FOLLOW DIM ROAD ALONG TOP OF RIDGE TO
 SQ0583'NORTHEAST FOR ABOUT 3/4 MILE TO POINT WHERE ROAD CROSSES SHORT
 SQ0583'SHALE RIDGE AND BEGINS DESCENT INTO VALLEY.  TURN LEFT AND
 SQ0583'DRIVE ALONG TOP OF RIDGE FOR ABOUT 50 FEET.  STATION IS ABOUT
 SQ0583'200 FEET FROM END OF AUTOMOBILE TRAVEL, ALONG TOP OF RIDGE TO
 SQ0583'NORTHWEST.
 SQ0583'
 SQ0583'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0583'
 SQ0583'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0583'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0446 ***********************************************************************
 TL0446  DESIGNATION -  FAS 3090
 TL0446  PID         -  TL0446
 TL0446  STATE/COUNTY-  MT/TOOLE
 TL0446  USGS QUAD   -  DEVON (1970)
 TL0446
 TL0446                         *CURRENT SURVEY CONTROL
 TL0446  ___________________________________________________________________
 TL0446* NAD 83(1986)-  48 27 41.     (N)    111 25 56.     (W)     SCALED    
 TL0446* NAVD 88     -       942.686  (meters)    3092.80   (feet)  ADJUSTED  
 TL0446  ___________________________________________________________________
 TL0446  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 TL0446  DYNAMIC HT  -         942.766 (meters)    3093.06  (feet)  COMP
 TL0446  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 TL0446
 TL0446  VERT ORDER  -  FIRST     CLASS II
 TL0446
 TL0446.The horizontal coordinates were scaled from a topographic map and have
 TL0446.an estimated accuracy of +/- 6 seconds.
 TL0446
 TL0446.The orthometric height was determined by differential leveling
 TL0446.and adjusted by the National Geodetic Survey in June 1991..
 TL0446
 TL0446.The geoid height was determined by GEOID03.
 TL0446
 TL0446.The dynamic height is computed by dividing the NAVD 88
 TL0446.geopotential number by the normal gravity value computed on the
 TL0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0446.degrees latitude (g = 980.6199 gals.).
 TL0446
 TL0446.The modeled gravity was interpolated from observed gravity values.
 TL0446
 TL0446;                    North         East    Units  Estimated Accuracy
 TL0446;SPC MT       -   469,740.      457,150.      MT  (+/- 180 meters Scaled)
 TL0446
 TL0446                          SUPERSEDED SURVEY CONTROL
 TL0446
 TL0446.No superseded survey control is available for this station.
 TL0446
 TL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU680676(NAD 83)
 TL0446_MARKER: DB = BENCH MARK DISK
 TL0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0446_SP_SET: CONCRETE POST
 TL0446_STAMPING: ELEV. 3090.1
 TL0446_PROJECTION: PROJECTING 76 CENTIMETERS
 TL0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0446+STABILITY: SURFACE MOTION
 TL0446
 TL0446  HISTORY     - Date     Condition        Report By
 TL0446  HISTORY     - UNK      MONUMENTED       MTDH
 TL0446  HISTORY     - 1979     GOOD             NGS
 TL0446
 TL0446                          STATION DESCRIPTION
 TL0446
 TL0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0446'21.6 MI EAST FROM SHELBY.
 TL0446'0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE IN SHELBY, AND
 TL0446'THENCE 21.5 MILES EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, 405
 TL0446'FEET EAST OF HIGHWAY STATION MARKER 1040+00, 264 FEET SOUTH OF A
 TL0446'UTILITY POLE AND 93.5 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 TL0446'THE MARK IS 10 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0416 ***********************************************************************
 TL0416  DESIGNATION -  FAS 3260
 TL0416  PID         -  TL0416
 TL0416  STATE/COUNTY-  MT/TOOLE
 TL0416  USGS QUAD   -  SHELBY (1986)
 TL0416
 TL0416                         *CURRENT SURVEY CONTROL
 TL0416  ___________________________________________________________________
 TL0416* NAD 83(1986)-  48 30 12.     (N)    111 50 59.     (W)     SCALED    
 TL0416* NAVD 88     -       996.979  (meters)    3270.92   (feet)  ADJUSTED  
 TL0416  ___________________________________________________________________
 TL0416  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 TL0416  DYNAMIC HT  -         997.045 (meters)    3271.14  (feet)  COMP
 TL0416  MODELED GRAV-     980,642.4   (mgal)                       NAVD 88
 TL0416
 TL0416  VERT ORDER  -  FIRST     CLASS II
 TL0416
 TL0416.The horizontal coordinates were scaled from a topographic map and have
 TL0416.an estimated accuracy of +/- 6 seconds.
 TL0416
 TL0416.The orthometric height was determined by differential leveling
 TL0416.and adjusted by the National Geodetic Survey in June 1991..
 TL0416
 TL0416.The geoid height was determined by GEOID03.
 TL0416
 TL0416.The dynamic height is computed by dividing the NAVD 88
 TL0416.geopotential number by the normal gravity value computed on the
 TL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0416.degrees latitude (g = 980.6199 gals.).
 TL0416
 TL0416.The modeled gravity was interpolated from observed gravity values.
 TL0416
 TL0416;                    North         East    Units  Estimated Accuracy
 TL0416;SPC MT       -   475,250.      426,440.      MT  (+/- 180 meters Scaled)
 TL0416
 TL0416                          SUPERSEDED SURVEY CONTROL
 TL0416
 TL0416.No superseded survey control is available for this station.
 TL0416
 TL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU372725(NAD 83)
 TL0416_MARKER: DB = BENCH MARK DISK
 TL0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0416_SP_SET: CONCRETE POST
 TL0416_STAMPING: ELEV. 3260.89
 TL0416_PROJECTION: PROJECTING 76 CENTIMETERS
 TL0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0416+STABILITY: SURFACE MOTION
 TL0416
 TL0416  HISTORY     - Date     Condition        Report By
 TL0416  HISTORY     - UNK      MONUMENTED       MTDH
 TL0416  HISTORY     - 1979     GOOD             NGS
 TL0416
 TL0416                          STATION DESCRIPTION
 TL0416
 TL0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0416'0.4 MI EAST FROM SHELBY.
 TL0416'0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE IN SHELBY,
 TL0416'THENCE 0.3 MILE EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, 54.3
 TL0416'FEET NORTHWEST OF HIGHWAY STATION MARKER NUMBER 0+000, 53 FEET
 TL0416'SOUTHWEST OF THE SOUTHWEST RAIL OF THE GREAT NORTHERN RAILROAD AND
 TL0416'52.1 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.
 TL0416'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0475 ***********************************************************************
 TL0475  DESIGNATION -  FAS S 94
 TL0475  PID         -  TL0475
 TL0475  STATE/COUNTY-  MT/LIBERTY
 TL0475  USGS QUAD   -  TIBER (1962)
 TL0475
 TL0475                         *CURRENT SURVEY CONTROL
 TL0475  ___________________________________________________________________
 TL0475* NAD 83(1986)-  48 30 41.     (N)    111 00 53.     (W)     SCALED    
 TL0475* NAVD 88     -       974.890  (meters)    3198.45   (feet)  ADJUSTED  
 TL0475  ___________________________________________________________________
 TL0475  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 TL0475  DYNAMIC HT  -         974.973 (meters)    3198.72  (feet)  COMP
 TL0475  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 TL0475
 TL0475  VERT ORDER  -  FIRST     CLASS II
 TL0475
 TL0475.The horizontal coordinates were scaled from a topographic map and have
 TL0475.an estimated accuracy of +/- 6 seconds.
 TL0475
 TL0475.The orthometric height was determined by differential leveling
 TL0475.and adjusted by the National Geodetic Survey in June 1991..
 TL0475
 TL0475.The geoid height was determined by GEOID03.
 TL0475
 TL0475.The dynamic height is computed by dividing the NAVD 88
 TL0475.geopotential number by the normal gravity value computed on the
 TL0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0475.degrees latitude (g = 980.6199 gals.).
 TL0475
 TL0475.The modeled gravity was interpolated from observed gravity values.
 TL0475
 TL0475;                    North         East    Units  Estimated Accuracy
 TL0475;SPC MT       -   474,620.      488,120.      MT  (+/- 180 meters Scaled)
 TL0475
 TL0475                          SUPERSEDED SURVEY CONTROL
 TL0475
 TL0475.No superseded survey control is available for this station.
 TL0475
 TL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU989731(NAD 83)
 TL0475_MARKER: DB = BENCH MARK DISK
 TL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0475_SP_SET: CONCRETE POST
 TL0475_STAMPING: F.A.S. S-94 1 ELEV. 3199.18
 TL0475_PROJECTION: PROJECTING 76 CENTIMETERS
 TL0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0475+STABILITY: SURFACE MOTION
 TL0475
 TL0475  HISTORY     - Date     Condition        Report By
 TL0475  HISTORY     - UNK      MONUMENTED       MTDH
 TL0475  HISTORY     - 1979     GOOD             NGS
 TL0475
 TL0475                          STATION DESCRIPTION
 TL0475
 TL0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0475'2.5 MI WEST FROM CHESTER.
 TL0475'2.5 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0475'IN CHESTER, AT WHITLASH ROAD RAILROAD CROSSING, 61.8 FEET NORTH
 TL0475'OF THE CENTER OF THE HIGHWAY, 47.6 FEET SOUTH OF THE SOUTH RAIL
 TL0475'OF THE GREAT NORTHERN RAILROAD AND 27.5 FEET EAST OF THE CENTER
 TL0475'OF WHITLASH ROAD.
 TL0475'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0732 ***********************************************************************
 TL0732  DESIGNATION -  FASS 222
 TL0732  PID         -  TL0732
 TL0732  STATE/COUNTY-  MT/HILL
 TL0732  USGS QUAD   -  GILDFORD NE (1969)
 TL0732
 TL0732                         *CURRENT SURVEY CONTROL
 TL0732  ___________________________________________________________________
 TL0732* NAD 83(1986)-  48 38 31.     (N)    110 17 32.     (W)     SCALED    
 TL0732* NAVD 88     -       887.006  (meters)    2910.12   (feet)  ADJUSTED  
 TL0732  ___________________________________________________________________
 TL0732  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TL0732  DYNAMIC HT  -         887.088 (meters)    2910.39  (feet)  COMP
 TL0732  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 TL0732
 TL0732  VERT ORDER  -  THIRD
 TL0732
 TL0732.The horizontal coordinates were scaled from a topographic map and have
 TL0732.an estimated accuracy of +/- 6 seconds.
 TL0732
 TL0732.The orthometric height was determined by differential leveling
 TL0732.and adjusted by the National Geodetic Survey in June 1991..
 TL0732
 TL0732.The geoid height was determined by GEOID03.
 TL0732
 TL0732.The dynamic height is computed by dividing the NAVD 88
 TL0732.geopotential number by the normal gravity value computed on the
 TL0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0732.degrees latitude (g = 980.6199 gals.).
 TL0732
 TL0732.The modeled gravity was interpolated from observed gravity values.
 TL0732
 TL0732;                    North         East    Units  Estimated Accuracy
 TL0732;SPC MT       -   488,350.      541,630.      MT  (+/- 180 meters Scaled)
 TL0732
 TL0732                          SUPERSEDED SURVEY CONTROL
 TL0732
 TL0732  NGVD 29 (??/??/92)  886.13   (m)         2907.2    (f) COMPUTED    3 0
 TL0732
 TL0732.Superseded values are not recommended for survey control.
 TL0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0732.See file dsdata.txt to determine how the superseded data were derived.
 TL0732
 TL0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU521878(NAD 83)
 TL0732_MARKER: DB = BENCH MARK DISK
 TL0732_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0732_SP_SET: PREFAB CONC. POST IN EARTH
 TL0732_MARK LOGO: MTDH  
 TL0732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0732+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1963
 TL0732
 TL0732  HISTORY     - Date     Condition        Report By
 TL0732  HISTORY     - UNK      MONUMENTED       MTDH
 TL0732  HISTORY     - 19630806 GOOD             USGS
 TL0732
 TL0732                          STATION DESCRIPTION
 TL0732
 TL0732'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0732'FROM GILFORD, MONTANA, PROCEED 3 MILES NORTH, THENCE 0.5 MILES EAST,
 TL0732'THENCE 2.2 MILES NORTH, IN THE SOUTHEAST CORNER OF SECTION 4/TOWNSHIP
 TL0732'33 NORTH/RANGE 11 EAST, 77 FEET WEST OF A NORTH-SOUTH ROAD, 73 FEET
 TL0732'SOUTH OF THE END OF MCADAM, ABOUT 0.2 MILES NORTH OF CROSSROADS,
 TL0732'PROJECTING 3.7 FEET, A STATE HIGHWAY BENCH MARK WITH NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0701 ***********************************************************************
 TL0701  DESIGNATION -  FASS 355
 TL0701  PID         -  TL0701
 TL0701  STATE/COUNTY-  MT/LIBERTY
 TL0701  USGS QUAD   -  BOBCAT COULEE SE (1963)
 TL0701
 TL0701                         *CURRENT SURVEY CONTROL
 TL0701  ___________________________________________________________________
 TL0701* NAD 83(1986)-  48 49 38.     (N)    110 46 19.     (W)     SCALED    
 TL0701* NAVD 88     -       997.288  (meters)    3271.94   (feet)  ADJUSTED  
 TL0701  ___________________________________________________________________
 TL0701  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 TL0701  DYNAMIC HT  -         997.391 (meters)    3272.27  (feet)  COMP
 TL0701  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 TL0701
 TL0701  VERT ORDER  -  THIRD
 TL0701
 TL0701.The horizontal coordinates were scaled from a topographic map and have
 TL0701.an estimated accuracy of +/- 6 seconds.
 TL0701
 TL0701.The orthometric height was determined by differential leveling
 TL0701.and adjusted by the National Geodetic Survey in June 1991..
 TL0701
 TL0701.The geoid height was determined by GEOID03.
 TL0701
 TL0701.The dynamic height is computed by dividing the NAVD 88
 TL0701.geopotential number by the normal gravity value computed on the
 TL0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0701.degrees latitude (g = 980.6199 gals.).
 TL0701
 TL0701.The modeled gravity was interpolated from observed gravity values.
 TL0701
 TL0701;                    North         East    Units  Estimated Accuracy
 TL0701;SPC MT       -   509,410.      506,620.      MT  (+/- 180 meters Scaled)
 TL0701
 TL0701                          SUPERSEDED SURVEY CONTROL
 TL0701
 TL0701.No superseded survey control is available for this station.
 TL0701
 TL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV167082(NAD 83)
 TL0701_MARKER: DB = BENCH MARK DISK
 TL0701_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0701_SP_SET: PREFAB CONC. POST IN EARTH
 TL0701_STAMPING: STATE HIGHWAY DEPT. FASS 355 ELEV. 3269.49
 TL0701_MARK LOGO: MTDH  
 TL0701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0701+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1963
 TL0701
 TL0701  HISTORY     - Date     Condition        Report By
 TL0701  HISTORY     - 1963     MONUMENTED       MTDH
 TL0701  HISTORY     - 19630709 GOOD             USGS
 TL0701
 TL0701                          STATION DESCRIPTION
 TL0701
 TL0701'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0701'FROM JOPLIN, MONTANA POST OFFICE, PROCEED 18.64 MILES NORTH ALONG
 TL0701'JOPLIN ROAD, IN THE NORTHWEST CORNER OF SECTION 1/TOWNSHIP 35
 TL0701'NORTH/RANGE 7 EAST, 23 FEET SOUTH AND 42 FEET EAST AND 2.0 FEET
 TL0701'HIGHER THAN CROSSROADS, PROJECTING 4.3 FEET, A STATE HIGHWAY TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0692 ***********************************************************************
 TL0692  DESIGNATION -  FASS 3552
 TL0692  PID         -  TL0692
 TL0692  STATE/COUNTY-  MT/LIBERTY
 TL0692  USGS QUAD   -  JOPLIN (1963)
 TL0692
 TL0692                         *CURRENT SURVEY CONTROL
 TL0692  ___________________________________________________________________
 TL0692* NAD 83(1986)-  48 37 29.     (N)    110 46 19.     (W)     SCALED    
 TL0692* NAVD 88     -      1037.019  (meters)    3402.29   (feet)  ADJUSTED  
 TL0692  ___________________________________________________________________
 TL0692  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 TL0692  DYNAMIC HT  -        1037.110 (meters)    3402.59  (feet)  COMP
 TL0692  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 TL0692
 TL0692  VERT ORDER  -  THIRD
 TL0692
 TL0692.The horizontal coordinates were scaled from a topographic map and have
 TL0692.an estimated accuracy of +/- 6 seconds.
 TL0692
 TL0692.The orthometric height was determined by differential leveling
 TL0692.and adjusted by the National Geodetic Survey in June 1991..
 TL0692
 TL0692.The geoid height was determined by GEOID03.
 TL0692
 TL0692.The dynamic height is computed by dividing the NAVD 88
 TL0692.geopotential number by the normal gravity value computed on the
 TL0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0692.degrees latitude (g = 980.6199 gals.).
 TL0692
 TL0692.The modeled gravity was interpolated from observed gravity values.
 TL0692
 TL0692;                    North         East    Units  Estimated Accuracy
 TL0692;SPC MT       -   486,900.      506,260.      MT  (+/- 180 meters Scaled)
 TL0692
 TL0692                          SUPERSEDED SURVEY CONTROL
 TL0692
 TL0692  NGVD 29 (??/??/92) 1036.13   (m)         3399.4    (f) COMPUTED    3 0
 TL0692
 TL0692.Superseded values are not recommended for survey control.
 TL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0692.See file dsdata.txt to determine how the superseded data were derived.
 TL0692
 TL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU168857(NAD 83)
 TL0692_MARKER: DB = BENCH MARK DISK
 TL0692_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TL0692_SP_SET: PREFAB CONC. POST IN EARTH
 TL0692_STAMPING: FASS 3552 ELEV. 3400.30
 TL0692_MARK LOGO: MTDH  
 TL0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TL0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TL0692+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1963
 TL0692
 TL0692  HISTORY     - Date     Condition        Report By
 TL0692  HISTORY     - 1963     MONUMENTED       MTDH
 TL0692  HISTORY     - 19630628 GOOD             USGS
 TL0692
 TL0692                          STATION DESCRIPTION
 TL0692
 TL0692'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TL0692'FROM JOPLIN, MONTANA POST OFFICE, PROCEED 4.67 MILES NORTH ALONG
 TL0692'JOPLIN ROAD, IN THE SOUTHEAST CORNER OF SECTION 11/TOWNSHIP 33 RANGE
 TL0692'NORTH/RANGE 7 EAST, 39 FEET NORTH AND 38 FEET WEST OF AND 3.6 FEET
 TL0692'HIGHER THAN A T-ROAD WEST, STATE HIGHWAY BENCH MARK, PROJECTING ABOUT
 TL0692'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9850 ***********************************************************************
 AD9850  PACS        -  This is a Primary Airport Control Station.
 AD9850  DESIGNATION -  FCA ARP
 AD9850  PID         -  AD9850
 AD9850  STATE/COUNTY-  MT/FLATHEAD
 AD9850  USGS QUAD   -  ROSE CROSSING (1994)
 AD9850
 AD9850                         *CURRENT SURVEY CONTROL
 AD9850  ___________________________________________________________________
 AD9850* NAD 83(1999)-  48 18 48.97569(N)    114 15 14.38485(W)     ADJUSTED  
 AD9850* NAVD 88     -       905.37   (meters)    2970.4    (feet)  GPS OBS   
 AD9850  ___________________________________________________________________
 AD9850  X           -  -1,745,961.500 (meters)                     COMP
 AD9850  Y           -  -3,875,169.104 (meters)                     COMP
 AD9850  Z           -   4,740,802.385 (meters)                     COMP
 AD9850  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AD9850  ELLIP HEIGHT-         889.16  (meters)          (08/09/01) GPS OBS
 AD9850  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 AD9850
 AD9850  HORZ ORDER  -  B
 AD9850  ELLP ORDER  -  THIRD     CLASS I
 AD9850
 AD9850.This mark is at Glacier Park Intl Airport (FCA)
 AD9850
 AD9850.The horizontal coordinates were established by GPS observations
 AD9850.and adjusted by the National Geodetic Survey in August 2001..
 AD9850.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9850.DATUM ITEM on the data sheet items page.
 AD9850
 AD9850.The orthometric height was determined by GPS observations and a
 AD9850.high-resolution geoid model.
 AD9850
 AD9850.GPS derived orthometric heights for airport stations designated as
 AD9850.PACS or SACS are published to 2 decimal places.  This maintains
 AD9850.centimeter relative accuracy between the PACS and SACS.  It does
 AD9850.not indicate centimeter accuracy relative to other marks which are
 AD9850.part of the NAVD 88 network.
 AD9850
 AD9850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9850
 AD9850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9850
 AD9850.The ellipsoidal height was determined by GPS observations
 AD9850.and is referenced to NAD 83.
 AD9850
 AD9850.The geoid height was determined by GEOID03.
 AD9850
 AD9850;                    North         East     Units Scale Factor Converg.
 AD9850;SPC MT       -   462,246.398   247,726.040   MT  0.99965166   -3 28 39.2
 AD9850;SPC MT       - 1,516,556.42    812,749.48   iFT  0.99965166   -3 28 39.2
 AD9850;UTM  11      - 5,354,801.655   703,586.114   MT  1.00010928   +2 03 05.1
 AD9850
 AD9850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9850!SPC MT       -   0.99986067  x   0.99965166  =   0.99951237
 AD9850!UTM  11      -   0.99986067  x   1.00010928  =   0.99996993
 AD9850
 AD9850                          SUPERSEDED SURVEY CONTROL
 AD9850
 AD9850.No superseded survey control is available for this station.
 AD9850
 AD9850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0358654802(NAD 83)
 AD9850_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9850_STAMPING: ARP 1964
 AD9850_MARK LOGO: CGS   
 AD9850_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9850+STABILITY: SURFACE MOTION
 AD9850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9850+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 AD9850
 AD9850  HISTORY     - Date     Condition        Report By
 AD9850  HISTORY     - 1964     MONUMENTED       CGS
 AD9850  HISTORY     - 19920630 GOOD             NGS
 AD9850  HISTORY     - 20010525 GOOD             NGS
 AD9850  HISTORY     - 20010821 GOOD             NGS
 AD9850
 AD9850                          STATION DESCRIPTION
 AD9850
 AD9850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD9850'THE STATION IS LOCATED AT THE GLACIER PARK INTL AIRPORT AT THE WEST
 AD9850'QUADRANT FORMED BY THE INTERSECTIONS OF RUNWAYS 11/29 AND 1/19.
 AD9850'STATION IS 468 FT (142.6 M) WEST OF THE CENTERLINE OF THE INTERSECTION
 AD9850'OF THE RUNWAYS, 289 FT (88.1 M) SOUTHWEST OF THE EDGE OF RUNWAY 11/29,
 AD9850'282.5 FT (86.1 M) NORTHWEST OF THE EDGE OF RUNWAY 1/19.  A STANDARD
 AD9850'BRONZE TOPOGRAPHIC DISK SET INT HE TOP OF A 12-INCH SQUARE CONCRETE
 AD9850'MONUMENT, STAMPED ARP 1964 AND SET FLUSH WITH THE GROUND LEVEL.  MARK
 AD9850'IS IN THE CENTER OF A TRIANGLE FORMER BY THREE STEEL FENCE POSTS USED
 AD9850'AS WITNESS POSTS.
 AD9850
 AD9850                          STATION RECOVERY (2001)
 AD9850
 AD9850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AD9850'THE STATION IS LOCATED ABOUT 11 KM NORTH-NORTHEAST OF KALISPELL,
 AD9850'AND 8.0 KM SOUTHWEST OF COLUMBIA FALLS, AT THE GLACIER PARK
 AD9850'INTERNATIONAL AIRPORT.  IN THE WEST QUADRANT OF THE INTERSECTION
 AD9850'FORMED BY RUNWAYS 2-20 AND 12-30, NEAR THE CENTER OF A TRIANGLE
 AD9850'FORMED BY 3 METAL FENCE POSTS.
 AD9850' 
 AD9850'OWNERSHIP--FLATHEAD MUNICIPAL AIRPORT AUTHORITY, 4170 HIGHWAY 2
 AD9850'EAST, KALISPELL, MONTANA 59901  PHONE 406-257-5994 OR FAX 406-257-5960
 AD9850'AIRPORT MANAGER IS MONTE M. ELIASON.  OPERATIONS AND MAINTENANCE
 AD9850'SUPERVISOR IS MELVIN G. COLBY.  NOTE--CONTACT AIRPORT MANAGER OR
 AD9850'SUPERVISOR 24-HOURS IN ADVANCE, ESCORT REQUIRED, AND AINTENANCE
 AD9850'KNOWS WHERE THE MARKS ARE LOCATED.
 AD9850' 
 AD9850'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 93 IN
 AD9850'KALISPELL, GO EASTERLY ON HIGHWAY 2 FOR 3.22 KM TO THE JUNCTION OF
 AD9850'STATE HIGHWAY 35.  TURN LEFT, NORTH, AND CONTINUE ON HIGHWAY 2
 AD9850'FOR 10.7 KM TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 AD9850'WEST, ON THE ENTRANCE ROAD FOR 0.3 KM TO THE TERMINAL AND
 AD9850'MANAGERS OFFICE FOR ESCORT.
 AD9850' 
 AD9850'NOTE--THE DATUM POINT IS A LARGE DIMPLE IN THE TOP CENTER OF A
 AD9850'STANDARD BRONZ TOPOGRAPHIC STATION DISK, SET IN TOP OF A 12-INCH
 AD9850'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 AD9850' 
 AD9850'STATION IS 142.0 M WEST OF THE INTERSECTION OF THE CENTERLINES OF
 AD9850'THE RUNWAYS, 88.1 M SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 AD9850'12-30, 86.1 M NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 2-20.  BY
 AD9850'R.G. HAYES
 AD9850' 
 AD9850'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION, (PACS).
 AD9850' 
 AD9850'
 AD9850
 AD9850                          STATION RECOVERY (2001)
 AD9850
 AD9850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (TGW)
 AD9850'RECOVERED AS DESCRIBED.
 AD9850'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0596 ***********************************************************************
 SQ0596  DESIGNATION -  FEATHERLAND
 SQ0596  PID         -  SQ0596
 SQ0596  STATE/COUNTY-  MT/GARFIELD
 SQ0596  USGS QUAD   -  LITTLE BUFFALO HILL (1985)
 SQ0596
 SQ0596                         *CURRENT SURVEY CONTROL
 SQ0596  ___________________________________________________________________
 SQ0596* NAD 83(1992)-  47 42 35.95530(N)    106 50 39.15359(W)     ADJUSTED  
 SQ0596* NAVD 88     -       813.     (meters)    2667.     (feet)  SCALED    
 SQ0596  ___________________________________________________________________
 SQ0596  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 SQ0596  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 SQ0596
 SQ0596  HORZ ORDER  -  THIRD
 SQ0596
 SQ0596.The horizontal coordinates were established by classical geodetic methods
 SQ0596.and adjusted by the National Geodetic Survey in July 1992..
 SQ0596
 SQ0596.The orthometric height was scaled from a topographic map.
 SQ0596
 SQ0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0596
 SQ0596.The geoid height was determined by GEOID03.
 SQ0596
 SQ0596;                    North         East     Units Scale Factor Converg.
 SQ0596;SPC MT       -   387,842.868   799,153.095   MT  0.99946676   +1 56 33.8
 SQ0596;SPC MT       - 1,272,450.35  2,621,893.36   iFT  0.99946676   +1 56 33.8
 SQ0596;UTM  13      - 5,285,714.584   361,663.254   MT  0.99983517   -1 21 52.1
 SQ0596
 SQ0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0596!SPC MT       -   0.99987517  x   0.99946676  =   0.99934199
 SQ0596!UTM  13      -   0.99987517  x   0.99983517  =   0.99971036
 SQ0596
 SQ0596                          SUPERSEDED SURVEY CONTROL
 SQ0596
 SQ0596  NAD 83(1986)-  47 42 35.95109(N)    106 50 39.14091(W) AD(       ) 3
 SQ0596
 SQ0596.Superseded values are not recommended for survey control.
 SQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0596.See file dsdata.txt to determine how the superseded data were derived.
 SQ0596
 SQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN6166385715(NAD 83)
 SQ0596_MARKER: P = PIPE CAP
 SQ0596_SETTING: 0 = UNSPECIFIED SETTING
 SQ0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0596
 SQ0596  HISTORY     - Date     Condition        Report By
 SQ0596  HISTORY     - 1889     MONUMENTED       MORC
 SQ0596
 SQ0596                          STATION DESCRIPTION
 SQ0596
 SQ0596'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SQ0596'FOLLOWING DESCRIPTION BY MORC
 SQ0596'
 SQ0596'FEATHERLAND IS ON RIGHT BANK, ABOUT 2 MI. ABOVE FEATHERLAND ISLAND
 SQ0596'AND 1.5 MI. FROM RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0770 ***********************************************************************
 TH0770  DESIGNATION -  FEE
 TH0770  PID         -  TH0770
 TH0770  STATE/COUNTY-  MT/SHERIDAN
 TH0770  USGS QUAD   -  
 TH0770
 TH0770                         *CURRENT SURVEY CONTROL
 TH0770  ___________________________________________________________________
 TH0770* NAD 83(1992)-  49 01 09.69432(N)    105 25 21.71644(W)     ADJUSTED  
 TH0770* NAVD 88     -       749.     (meters)    2457.     (feet)  SCALED    
 TH0770  ___________________________________________________________________
 TH0770  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 TH0770  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 TH0770
 TH0770  HORZ ORDER  -  THIRD
 TH0770
 TH0770.The horizontal coordinates were established by classical geodetic methods
 TH0770.and adjusted by the National Geodetic Survey in July 1992..
 TH0770
 TH0770.The orthometric height was scaled from a topographic map.
 TH0770
 TH0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0770
 TH0770.The geoid height was determined by GEOID03.
 TH0770
 TH0770;                    North         East     Units Scale Factor Converg.
 TH0770;SPC MT       -   537,781.085   898,096.679   MT  1.00001198   +2 58 57.2
 TH0770;SPC MT       - 1,764,373.64  2,946,511.41   iFT  1.00001198   +2 58 57.2
 TH0770;UTM  13      - 5,429,693.956   469,094.750   MT  0.99961173   -0 19 08.8
 TH0770
 TH0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0770!SPC MT       -   0.99988547  x   1.00001198  =   0.99989745
 TH0770!UTM  13      -   0.99988547  x   0.99961173  =   0.99949724
 TH0770
 TH0770:                Primary Azimuth Mark                     Grid Az
 TH0770:SPC MT       -  FIL                                      088 14 06.8
 TH0770:UTM  13      -  FIL                                      091 32 12.8
 TH0770
 TH0770|---------------------------------------------------------------------|
 TH0770| PID    Reference Object                     Distance      Geod. Az  |
 TH0770|                                                           dddmmss.s |
 TH0770| TH0771 FIL                                 APPROX. 4.2 KM 0911304.0 |
 TH0770|---------------------------------------------------------------------|
 TH0770
 TH0770                          SUPERSEDED SURVEY CONTROL
 TH0770
 TH0770  NAD 83(1986)-  49 01 09.69492(N)    105 25 21.71757(W) AD(       ) 3
 TH0770
 TH0770.Superseded values are not recommended for survey control.
 TH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0770.See file dsdata.txt to determine how the superseded data were derived.
 TH0770
 TH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ6909529694(NAD 83)
 TH0770_MARKER: DD = SURVEY DISK
 TH0770_SETTING: 0 = UNSPECIFIED SETTING
 TH0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0770
 TH0770  HISTORY     - Date     Condition        Report By
 TH0770  HISTORY     - 1911     MONUMENTED       IBC
 TH0770
 TH0770                          STATION DESCRIPTION
 TH0770
 TH0770'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0770'ABOUT 1-1/2 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 538, IN
 TH0770'S 1/2 SECTION 9, TOWNSHIP 1, RANGE 26 W, SECOND MERIDIAN, NEAR THE
 TH0770'NORTH - AND - SOUTH MIDSECTION LINE.  THE STATION IS ABOUT 80 METERS
 TH0770'EAST OF THE EAST FORK OF POPLAR RIVER ABOUT 250 METERS NORTHEAST OF
 TH0770'SOME HOMESTEAD BUILDINGS.  IT IS ON A GRAVEL HUMP APPROXIMATELY 20
 TH0770'FEET ABOVE THE GENERAL ELEVATION.
 TH0770'
 TH0770'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TH0770'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0229 ***********************************************************************
 QY0229  DESIGNATION -  FEELEY
 QY0229  PID         -  QY0229
 QY0229  STATE/COUNTY-  MT/SILVER BOW
 QY0229  USGS QUAD   -  BUXTON (1996)
 QY0229
 QY0229                         *CURRENT SURVEY CONTROL
 QY0229  ___________________________________________________________________
 QY0229* NAD 83(1992)-  45 53 00.51409(N)    112 40 17.51190(W)     ADJUSTED  
 QY0229* NAVD 88     -      1800.170  (meters)    5906.06   (feet)  ADJUSTED  
 QY0229  ___________________________________________________________________
 QY0229  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 QY0229  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QY0229  DYNAMIC HT  -        1799.432 (meters)    5903.64  (feet)  COMP
 QY0229  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 QY0229
 QY0229  HORZ ORDER  -  SECOND
 QY0229  VERT ORDER  -  FIRST     CLASS II
 QY0229
 QY0229.The horizontal coordinates were established by classical geodetic methods
 QY0229.and adjusted by the National Geodetic Survey in July 1992..
 QY0229
 QY0229.The orthometric height was determined by differential leveling
 QY0229.and adjusted by the National Geodetic Survey in June 1991..
 QY0229
 QY0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0229
 QY0229.The geoid height was determined by GEOID03.
 QY0229
 QY0229.The dynamic height is computed by dividing the NAVD 88
 QY0229.geopotential number by the normal gravity value computed on the
 QY0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0229.degrees latitude (g = 980.6199 gals.).
 QY0229
 QY0229.The modeled gravity was interpolated from observed gravity values.
 QY0229
 QY0229;                    North         East     Units Scale Factor Converg.
 QY0229;SPC MT       -   186,513.602   353,977.001   MT  0.99958478   -2 19 12.0
 QY0229;SPC MT       -   611,921.27  1,161,341.87   iFT  0.99958478   -2 19 12.0
 QY0229;UTM  12      - 5,082,459.484   370,298.596   MT  0.99980681   -1 12 00.7
 QY0229
 QY0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0229!SPC MT       -   0.99971979  x   0.99958478  =   0.99930469
 QY0229!UTM  12      -   0.99971979  x   0.99980681  =   0.99952665
 QY0229
 QY0229|---------------------------------------------------------------------|
 QY0229| PID    Reference Object                     Distance      Geod. Az  |
 QY0229|                                                           dddmmss.s |
 QY0229| QY0228 FEELEY RM 1                           9.113 METERS 00515     |
 QY0229| QY0230 FEELEY RM 2                          11.401 METERS 16932     |
 QY0229| CN3507 FEELEY AZ MK                                       3472317.3 |
 QY0229|---------------------------------------------------------------------|
 QY0229
 QY0229                          SUPERSEDED SURVEY CONTROL
 QY0229
 QY0229  NAD 83(1986)-  45 53 00.51281(N)    112 40 17.51130(W) AD(       ) 2
 QY0229  NAD 27      -  45 53 00.78200(N)    112 40 14.42100(W) AD(       ) 2
 QY0229  NGVD 29 (??/??/92) 1798.884  (m)         5901.84   (f) ADJ UNCH    1 2
 QY0229
 QY0229.Superseded values are not recommended for survey control.
 QY0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0229.See file dsdata.txt to determine how the superseded data were derived.
 QY0229
 QY0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7029982459(NAD 83)
 QY0229_MARKER: DS = TRIANGULATION STATION DISK
 QY0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0229_STAMPING: FEELEY 1956
 QY0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0229+STABILITY: SURFACE MOTION
 QY0229
 QY0229  HISTORY     - Date     Condition        Report By
 QY0229  HISTORY     - 1956     MONUMENTED       CGS
 QY0229  HISTORY     - 1959     GOOD             NGS
 QY0229  HISTORY     - 1967     GOOD             LOCENG
 QY0229  HISTORY     - 1970     GOOD             NGS
 QY0229
 QY0229                          STATION DESCRIPTION
 QY0229
 QY0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0229'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF DIVIDE, 9 MILES
 QY0229'SOUTHWEST OF BUTTE, 41 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 QY0229'91, 6 FEET NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST
 QY0229'AND 4 FEET WEST OF A WIRE FENCE.
 QY0229'
 QY0229'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND
 QY0229'STATE HIGHWAY 43 IN THE VILLAGE OF DIVIDE, GO NORTH ON U.S.
 QY0229'HIGHWAY 91 FOR 10.2 MILES TO THE STATION ON THE RIGHT.  CONTINUE
 QY0229'NORTH ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON
 QY0229'THE LEFT.
 QY0229'
 QY0229'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QY0229'FEELEY 1956.
 QY0229'
 QY0229'REFERENCE MARK 1 IS 43 FEET EAST OF THE CENTER OF THE HIGHWAY
 QY0229'AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 QY0229'AND THE DISK IS STAMPED FEELEY NO 1 1956.
 QY0229'
 QY0229'REFERENCE MARK 2 IS 44 FEET EAST OF THE CENTER OF THE HIGHWAY
 QY0229'AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 QY0229'AND THE DISK IS STAMPED FEELEY NO 2 1956.
 QY0229'
 QY0229'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF THE HIGHWAY
 QY0229'AND 3 FEET NORTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 QY0229'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED FEELEY 1956.
 QY0229
 QY0229                          STATION RECOVERY (1959)
 QY0229
 QY0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QY0229'11.75 MI S FROM SILVER BOW.
 QY0229'10.15 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0229'SILVER BOW, THENCE ABOUT 0.7 MILE EAST ALONG A GRAVELED ROAD, THENCE
 QY0229'ABOUT 0.9 MILE NORTH ALONG U. S. HIGHWAY 91, IN THE NORTHEAST 1/4 OF
 QY0229'SECTION 35, R 9 W, T 2 N, ON THE CREST OF A HILL, 42 FEET EAST OF THE
 QY0229'CENTER LINE OF THE HIGHWAY, 37.4 FEET NORTH OF FEELEY NO. 2 1956, 29.9
 QY0229'FEET SOUTH OF FEELEY NO. 1 1956, 5 FEET NORTHWEST OF A WHITE WOODEN
 QY0229'WITNESS POST, 3 FEET WEST OF A FENCE, ABOUT 10 FEET ABOVE THE LEVEL OF
 QY0229'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 QY0229
 QY0229                          STATION RECOVERY (1967)
 QY0229
 QY0229'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (KRG)
 QY0229'FEELEY RECOVERED GOOD.
 QY0229'
 QY0229'FEELEY AZ MK RECOVERED GOOD.
 QY0229'
 QY0229'FEELEY RM NO. 1 RECOVERED GOOD.
 QY0229'
 QY0229'FEELEY RM NO. 2 RECOVERED GOOD.
 QY0229'
 QY0229'NO WHITE POST STANDING.
 QY0229
 QY0229                          STATION RECOVERY (1970)
 QY0229
 QY0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QY0229'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 QY0229'RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 QY0229'
 QY0229'THE STATION IS ABOUT 10 MILES NORTH OF DIVIDE, 9 MILES SOUTHWEST OF
 QY0229'BUTTE, AND ON THE NORTHERN PART OF THE SUMMIT OF A HILL ON THE
 QY0229'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 15.
 QY0229'
 QY0229'REACHED FROM THE INTERSECTION OF INTERSTATE HIGHWAYS 90 AND 15,
 QY0229'(ABOUT 5 MILES WEST OF BUTTE), BY GOING SOUTH ON INTERSTATE HIGHWAY
 QY0229'15 FOR 8.3 MILES TO THE BOTTOM OF A DRAW, CONTINUE SOUTH ON THE
 QY0229'HIGHWAY FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 QY0229'SOUTH 0.3 MILE TO THE STATION ON THE LEFT, ABOUT 52 YARDS NORTH
 QY0229'OF A WIRE GATE INTO A GRAVEL STOCKPILE ON THE LEFT.
 QY0229'
 QY0229'THE STATION MARK, STAMPED FEELEY 1956, IS A STANDARD DISK SET IN A
 QY0229'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 41 FEET EAST
 QY0229'OF THE CENTER OF INTERSTATE HIGHWAY 15, 7 FEET NORTH OF A BEND IN
 QY0229'THE FENCELINE, 4 FEET WEST OF THE FENCE AND ABOUT 6 FEET
 QY0229'HIGHER THAN THE ROAD.  A METAL WITNESS POST WAS SET 3 FEET EAST
 QY0229'OF THE MARK.
 QY0229'
 QY0229'REFERENCE MARK NO. 1, STAMPED FEELEY NO 1 1956, IS A STANDARD DISK
 QY0229'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 43
 QY0229'FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF THE WIRE
 QY0229'FENCE AND ABOUT 7 FEET HIGHER THAN THE ROAD.
 QY0229'
 QY0229'REFERENCE MARK NO. 2, STAMPED FEELEY NO 2 1956, IS A STANDARD DISK
 QY0229'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 40
 QY0229'YARDS NORTH OF THE GATE INTO THE GRAVEL STOCKPILE, 1 FOOT WEST OF
 QY0229'THE FENCE AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 QY0229'
 QY0229'THE AZIMUTH MARK, STAMPED FEELEY 1956, IS A STANDARD DISK SET IN A
 QY0229'ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS ON THE
 QY0229'NORTHERN SLOPE OF A HILL, AT A GRAVEL TURNOUT, 42 FEET WEST OF THE
 QY0229'CENTER OF THE HIGHWAY, 3 FEET NORTHEAST OF A WHITE WITNESS POST,
 QY0229'2 FEET EAST OF A WIRE FENCE AND ABOUT 2 FEET HIGHER THAN THE
 QY0229'HIGHWAY.
 QY0229'
 QY0229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTHWEST
 QY0229'OF BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0228 ***********************************************************************
 QY0228  DESIGNATION -  FEELEY RM 1
 QY0228  PID         -  QY0228
 QY0228  STATE/COUNTY-  MT/SILVER BOW
 QY0228  USGS QUAD   -  BUXTON (1996)
 QY0228
 QY0228                         *CURRENT SURVEY CONTROL
 QY0228  ___________________________________________________________________
 QY0228* NAD 83(1986)-  45 53 00.     (N)    112 40 17.     (W)     SCALED    
 QY0228* NAVD 88     -      1800.223  (meters)    5906.23   (feet)  ADJUSTED  
 QY0228  ___________________________________________________________________
 QY0228  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QY0228  DYNAMIC HT  -        1799.484 (meters)    5903.81  (feet)  COMP
 QY0228  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 QY0228
 QY0228  VERT ORDER  -  FIRST     CLASS II
 QY0228
 QY0228.The horizontal coordinates were scaled from a topographic map and have
 QY0228.an estimated accuracy of +/- 6 seconds.
 QY0228
 QY0228.The orthometric height was determined by differential leveling
 QY0228.and adjusted by the National Geodetic Survey in June 1991..
 QY0228
 QY0228.The geoid height was determined by GEOID03.
 QY0228
 QY0228.The dynamic height is computed by dividing the NAVD 88
 QY0228.geopotential number by the normal gravity value computed on the
 QY0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0228.degrees latitude (g = 980.6199 gals.).
 QY0228
 QY0228.The modeled gravity was interpolated from observed gravity values.
 QY0228
 QY0228;                    North         East    Units  Estimated Accuracy
 QY0228;SPC MT       -   186,500.      353,990.      MT  (+/- 180 meters Scaled)
 QY0228
 QY0228                          SUPERSEDED SURVEY CONTROL
 QY0228
 QY0228  NGVD 29 (??/??/92) 1798.936  (m)         5902.01   (f) ADJ UNCH    1 2
 QY0228
 QY0228.Superseded values are not recommended for survey control.
 QY0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0228.See file dsdata.txt to determine how the superseded data were derived.
 QY0228
 QY0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR703824(NAD 83)
 QY0228_MARKER: DR = REFERENCE MARK DISK
 QY0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0228_STAMPING: FEELEY NO 1 1956
 QY0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0228+STABILITY: SURFACE MOTION
 QY0228
 QY0228  HISTORY     - Date     Condition        Report By
 QY0228  HISTORY     - 1956     MONUMENTED       CGS
 QY0228  HISTORY     - 1959     GOOD             NGS
 QY0228
 QY0228                          STATION DESCRIPTION
 QY0228
 QY0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QY0228'11.75 MI S FROM SILVER BOW.
 QY0228'10.15 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0228'SILVER BOW, THENCE ABOUT 0.7 MILES EAST ALONG A GRAVELED ROAD, THENCE
 QY0228'ABOUT 0.9 MILE NORTH ALONG U. S. HIGHWAY 91, IN THE NORTHEAST 1/4 OF
 QY0228'SECTION 35, R 9 W, T 2 N, ON THE CREST OF A HILL, 44 FEET EAST OF THE
 QY0228'CENTER LINE OF THE HIGHWAY, 29.9 FEET NORTH OF TRIANGULATION STATION
 QY0228'FEELEY 1956, 1 1/2 FEET WEST OF A FENCE, ABOUT 12 FEET ABOVE THE LEVEL
 QY0228'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0230 ***********************************************************************
 QY0230  DESIGNATION -  FEELEY RM 2
 QY0230  PID         -  QY0230
 QY0230  STATE/COUNTY-  MT/SILVER BOW
 QY0230  USGS QUAD   -  BUXTON (1996)
 QY0230
 QY0230                         *CURRENT SURVEY CONTROL
 QY0230  ___________________________________________________________________
 QY0230* NAD 83(1986)-  45 53 00.     (N)    112 40 17.     (W)     SCALED    
 QY0230* NAVD 88     -      1800.187  (meters)    5906.11   (feet)  ADJUSTED  
 QY0230  ___________________________________________________________________
 QY0230  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QY0230  DYNAMIC HT  -        1799.449 (meters)    5903.69  (feet)  COMP
 QY0230  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 QY0230
 QY0230  VERT ORDER  -  FIRST     CLASS II
 QY0230
 QY0230.The horizontal coordinates were scaled from a topographic map and have
 QY0230.an estimated accuracy of +/- 6 seconds.
 QY0230
 QY0230.The orthometric height was determined by differential leveling
 QY0230.and adjusted by the National Geodetic Survey in June 1991..
 QY0230
 QY0230.The geoid height was determined by GEOID03.
 QY0230
 QY0230.The dynamic height is computed by dividing the NAVD 88
 QY0230.geopotential number by the normal gravity value computed on the
 QY0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0230.degrees latitude (g = 980.6199 gals.).
 QY0230
 QY0230.The modeled gravity was interpolated from observed gravity values.
 QY0230
 QY0230;                    North         East    Units  Estimated Accuracy
 QY0230;SPC MT       -   186,500.      353,990.      MT  (+/- 180 meters Scaled)
 QY0230
 QY0230                          SUPERSEDED SURVEY CONTROL
 QY0230
 QY0230  NGVD 29 (??/??/92) 1798.900  (m)         5901.89   (f) ADJ UNCH    1 2
 QY0230
 QY0230.Superseded values are not recommended for survey control.
 QY0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0230.See file dsdata.txt to determine how the superseded data were derived.
 QY0230
 QY0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR703824(NAD 83)
 QY0230_MARKER: DR = REFERENCE MARK DISK
 QY0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0230_STAMPING: FEELEY NO 2 1956
 QY0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0230+STABILITY: SURFACE MOTION
 QY0230
 QY0230  HISTORY     - Date     Condition        Report By
 QY0230  HISTORY     - 1956     MONUMENTED       CGS
 QY0230  HISTORY     - 1959     GOOD             NGS
 QY0230
 QY0230                          STATION DESCRIPTION
 QY0230
 QY0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QY0230'11.75 MI S FROM SILVER BOW.
 QY0230'10.15 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0230'SILVER BOW, THENCE ABOUT 0.7 MILE EAST ALONG A GRAVELED ROAD, THENCE
 QY0230'ABOUT 0.9 MILES NORTH ALONG U. S. HIGHWAY 91, IN THE NORTHEAST 1/4 OF
 QY0230'SECTION 35, R 9 W, T 2 N, ON THE CREST OF A HILL, 43 1/2 FEET EAST OF
 QY0230'THE CENTER LINE OF THE HIGHWAY, 37.4 FEET SOUTH OF TRIANGULATION
 QY0230'STATION FEELEY 1956, 1 1/2 FEET WEST OF A FENCE, ABOUT 8 FEET ABOVE
 QY0230'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 QY0230'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0797 ***********************************************************************
 TM0797  DESIGNATION -  FENCE
 TM0797  PID         -  TM0797
 TM0797  STATE/COUNTY-  MT/GLACIER
 TM0797  USGS QUAD   -  HEADLIGHT BUTTE NE (1968)
 TM0797
 TM0797                         *CURRENT SURVEY CONTROL
 TM0797  ___________________________________________________________________
 TM0797* NAD 83(1992)-  48 54 51.78885(N)    112 20 56.10252(W)     ADJUSTED  
 TM0797* NAVD 88     -      1284.0    (meters)    4213.     (feet)  VERTCON   
 TM0797  ___________________________________________________________________
 TM0797  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 TM0797  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 TM0797
 TM0797  HORZ ORDER  -  SECOND
 TM0797
 TM0797.The horizontal coordinates were established by classical geodetic methods
 TM0797.and adjusted by the National Geodetic Survey in July 1992..
 TM0797
 TM0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0797
 TM0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0797
 TM0797.The geoid height was determined by GEOID03.
 TM0797
 TM0797;                    North         East     Units Scale Factor Converg.
 TM0797;SPC MT       -   522,143.739   391,239.348   MT  0.99994846   -2 05 02.4
 TM0797;SPC MT       - 1,713,070.01  1,283,593.66   iFT  0.99994846   -2 05 02.4
 TM0797;UTM  12      - 5,418,815.484   401,169.017   MT  0.99971999   -1 01 00.5
 TM0797
 TM0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0797!SPC MT       -   0.99980115  x   0.99994846  =   0.99974962
 TM0797!UTM  12      -   0.99980115  x   0.99971999  =   0.99952120
 TM0797
 TM0797|---------------------------------------------------------------------|
 TM0797| PID    Reference Object                     Distance      Geod. Az  |
 TM0797|                                                           dddmmss.s |
 TM0797| CN3509 FENCE RM 1                            9.525 METERS 08535     |
 TM0797| CN3508 FENCE AZ MK                                        0901912.3 |
 TM0797| TM0800 MONTANA PWR CO MICROWAVE MAST       APPROX.16.9 KM 1550828.6 |
 TM0797| TM0799 MOUNTAIN STS TT CO MICROWAVE        APPROX.14.0 KM 1680931.7 |
 TM0797| CN3510 FENCE RM 2                            9.022 METERS 27444     |
 TM0797|---------------------------------------------------------------------|
 TM0797
 TM0797                          SUPERSEDED SURVEY CONTROL
 TM0797
 TM0797  NAD 83(1986)-  48 54 51.79240(N)    112 20 56.09340(W) AD(       ) 2
 TM0797  NAD 27      -  48 54 51.83428(N)    112 20 52.87886(W) AD(       ) 2
 TM0797  NGVD 29 (07/19/86) 1282.9    (m)         4209.     (f) VERT ANG       
 TM0797
 TM0797.Superseded values are not recommended for survey control.
 TM0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0797.See file dsdata.txt to determine how the superseded data were derived.
 TM0797
 TM0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0116918815(NAD 83)
 TM0797_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0797
 TM0797  HISTORY     - Date     Condition        Report By
 TM0797  HISTORY     - 1964     MONUMENTED       CGS
 TM0797
 TM0797                          STATION DESCRIPTION
 TM0797
 TM0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0797'THE STATION IS ABOUT 19-1/2 MILES NORTH OF CUT BANK, 6 MILES
 TM0797'SOUTH OF THE UNITED STATES-CANADA INTERNATIONAL BOUNDARY AND ON THE
 TM0797'NORTH RIGHT-OF-WAY OF A GRAVELED ROAD.
 TM0797'
 TM0797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 213 AND
 TM0797'215, ABOUT 2 MILES NORTH OF SANTA RITA, GO NORTH ON HIGHWAY 213
 TM0797'FOR 0.5 MILE TO STATE HIGHWAY 483 ON THE LEFT.  CONTINUE NORTH
 TM0797'ON HIGHWAY 213 FOR 6.1 MILES TO A CROSSROAD.  CONTINUE NORTH ON
 TM0797'HIGHWAY 213 FOR 5.8 MILES TO A SIDE ROAD ON THE LEFT AND AT A
 TM0797'POINT WHERE THE HIGHWAY CURVES TO THE RIGHT.  TURN LEFT, THAN
 TM0797'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO A
 TM0797'T-JUNCTION.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.55 MILE
 TM0797'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 TM0797'GRAVELED ROAD FOR 0.85 MILE TO THE STATION ON THE RIGHT.
 TM0797'
 TM0797'THE STATION MARK IS A STANDARD DISK, STAMPED FENCE 1964, SET IN
 TM0797'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.  IT IS 46.9
 TM0797'FEET NORTH OF THE CENTERLINE OF THE ROAD, 4.4 FEET SOUTH OF A
 TM0797'NORTH RIGHT-OF-WAY FENCE, 28.6 FEET SOUTH-SOUTHWEST OF A POWER
 TM0797'LINE POLE AND 4.0 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 TM0797'PROJECTS 8 INCHES.
 TM0797'
 TM0797'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FENCE NO 1 1964,
 TM0797'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.  IT IS
 TM0797'48.9 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30.1 FEET SOUTHEAST
 TM0797'OF THE POWER LINE POLE, 1.8 FEET SOUTH OF THE FENCE AND ABOUT THE
 TM0797'SAME ELEVATION AS THE STATION.  THE MARK PROJECTS 6 INCHES.
 TM0797'
 TM0797'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FENCE NO 2 1964,
 TM0797'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TM0797'PROJECTING 6 INCHES.  IT IS 49.6 FEET NORTH OF THE CENTERLINE OF
 TM0797'THE ROAD, 1.9 FEET SOUTH OF THE FENCE, 47.9 FEET SOUTHWEST OF THE
 TM0797'POWER LINE POLE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 TM0797'
 TM0797'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FENCE 1964, SET IN
 TM0797'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 TM0797'12 INCHES.  IT IS 39.8 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 TM0797'21.9 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE, 2.2 FEET SOUTHWEST
 TM0797'OF A WITNESS POST AND 1.6 FEET SOUTH OF AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1044 ***********************************************************************
 SR1044  DESIGNATION -  FERGUS
 SR1044  PID         -  SR1044
 SR1044  STATE/COUNTY-  MT/FERGUS
 SR1044  USGS QUAD   -  HANSON FLAT (1971)
 SR1044
 SR1044                         *CURRENT SURVEY CONTROL
 SR1044  ___________________________________________________________________
 SR1044* NAD 83(1992)-  47 33 37.94821(N)    108 21 26.44205(W)     ADJUSTED  
 SR1044* NAVD 88     -       835.65   (+/-2cm)    2741.6    (feet)  VERTCON   
 SR1044  ___________________________________________________________________
 SR1044  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 SR1044  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 SR1044
 SR1044  HORZ ORDER  -  FIRST
 SR1044  VERT ORDER  -  THIRD ? (See Below)
 SR1044
 SR1044.The horizontal coordinates were established by classical geodetic methods
 SR1044.and adjusted by the National Geodetic Survey in July 1992..
 SR1044
 SR1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1044.The vertical order pertains to the NGVD 29 superseded value.
 SR1044
 SR1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1044
 SR1044.The geoid height was determined by GEOID03.
 SR1044
 SR1044;                    North         East     Units Scale Factor Converg.
 SR1044;SPC MT       -   368,486.271   685,941.338   MT  0.99943835   +0 50 09.1
 SR1044;SPC MT       - 1,208,944.46  2,250,463.71   iFT  0.99943835   +0 50 09.1
 SR1044;UTM  12      - 5,270,842.514   698,792.283   MT  1.00008566   +1 57 03.2
 SR1044
 SR1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1044!SPC MT       -   0.99987139  x   0.99943835  =   0.99930982
 SR1044!UTM  12      -   0.99987139  x   1.00008566  =   0.99995704
 SR1044
 SR1044|---------------------------------------------------------------------|
 SR1044| PID    Reference Object                     Distance      Geod. Az  |
 SR1044|                                                           dddmmss.s |
 SR1044| CQ6512 FERGUS RM 1                          10.230 METERS 07010     |
 SR1044| CQ6511 FERGUS AZ MK                                       1720804.6 |
 SR1044| CQ6513 FERGUS RM 2                          11.820 METERS 30921     |
 SR1044|---------------------------------------------------------------------|
 SR1044
 SR1044                          SUPERSEDED SURVEY CONTROL
 SR1044
 SR1044  NAD 83(1986)-  47 33 37.94231(N)    108 21 26.42706(W) AD(       ) 1
 SR1044  NAD 27      -  47 33 37.96300(N)    108 21 23.96700(W) AD(       ) 1
 SR1044  NGVD 29 (07/19/86)  834.91   (m)         2739.2    (f) LEVELING    3  
 SR1044
 SR1044.Superseded values are not recommended for survey control.
 SR1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1044.See file dsdata.txt to determine how the superseded data were derived.
 SR1044
 SR1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT9879270843(NAD 83)
 SR1044_MARKER: DD = SURVEY DISK
 SR1044_SETTING: 0 = UNSPECIFIED SETTING
 SR1044
 SR1044  HISTORY     - Date     Condition        Report By
 SR1044  HISTORY     - 1948     MONUMENTED       USE
 SR1044  HISTORY     - 1971     GOOD             USGS
 SR1044
 SR1044                          STATION DESCRIPTION
 SR1044
 SR1044'DESCRIBED BY US ENGINEERS 1948 (MJT)
 SR1044'STATION IS LOCATED ON THE RIGHT BANK OF THE MISSOURI RIVER AND
 SR1044'IN THE SOUTHEAST CORNER OF SECTION 22, T.21 N., R. 26 E.  IT
 SR1044'IS ON A SMALL RIDGE PROJECTING NORTHWEST FROM A PROMINENT
 SR1044'ROUND-TOPPED HILL, WHICH IS JUST EAST OF CARROLL COULEE, ABOUT
 SR1044'1 MILE SOUTH OF THE MISSOURI RIVER, THREE-QUARTERS OF A MILE
 SR1044'SOUTHEAST OF THE MOUTH OF CARROLL COULEE, AND ONE-HALF MILE
 SR1044'SOUTHWEST OF THE RIVER AT THE NEAREST POINT.
 SR1044'
 SR1044'TO REACH FROM THE DEPOT IN ROY GO EAST ON GRAVEL ROAD FOR 7.6
 SR1044'MILES TO T ROAD INTERSECTION, SCHOOLHOUSE ON THE RIGHT.  TURN
 SR1044'LEFT, NORTH, GO 3.4 MILES TO ROAD FORKS (SIGN WILCER) TAKE LEFT
 SR1044'FORK, GO 4.1 MILES TO OLD SCHOOLHOUSE ON THE LEFT, CONTINUE
 SR1044'AHEAD FOR 9.0 MILES TO TRAIL FORKS, TAKE LEFT FORK FOR 2.2
 SR1044'MILES TO LITTLE CROOKED, (OLD SCHOOLHOUSE ON RIGHT).  CONTINUE
 SR1044'AHEAD FOR 0.8 MILE TO FORK, TAKE RIGHT FORK EAST FOR 11.2 MILES
 SR1044'TO DIM TRACKS LEFT, NORTH.  (THIS IS 0.8 MILE WEST OF OLD TWO
 SR1044'STORY HOUSE ON THE NORTH SIDE OF TRACK ROAD) TURN LEFT,
 SR1044'NORTH AND GO 0.15 MILE TO WIRE GATE, CONTINUE THROUGH FENCE
 SR1044'NORTHWEST FOR 1.45 MILE TO FORKS, TAKE LEFT FORK ALONG TOP OF
 SR1044'RIDGE NORTHWEST FOR 2.4 MILES TO THE AZIMUTH MARK ON THE
 SR1044'LEFT AS DESCRIBED.  CONTINUE AHEAD FOR 0.3 MILE TO FENCE
 SR1044'GAP, CONTINUE THROUGH FENCE FOR 0.1 MILE OVER THE HIGHEST
 SR1044'PART OF THE HILL TO THE NORTHWEST POINT AND STATION.
 SR1044'
 SR1044'STATION IS A U.S. ENGINEERS MAP CONTROL STATION.  IT IS A 3 INCH
 SR1044'IRON PIPE WITH A BRONZE DISC SET IN CONCRETE IN THE TOP.  THE
 SR1044'MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED FERGUS.  IT IS 6
 SR1044'FEET EAST OF A WHITE WITNESS POST.
 SR1044'
 SR1044'REFERENCE MARK NO. 1 IS A STANDARD REFEENCE MARK DISC SET IN A
 SR1044'12 INCH SQUARE BLOCK OF CONCRETE.  THE MARK PROJECTS 4 INCHES
 SR1044'AND THE DISC IS STAMPED FERGUS USE NO 1 1948.
 SR1044'
 SR1044'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISC SET
 SR1044'IN A 12 INCH SQUARE BLOCK OF CONCRETE.  THE MARK PROJECTS 6
 SR1044'INCHES AND THE DISC IS STAMPED FERGUS USE NO 2 1948.
 SR1044'
 SR1044'AZIMUTH MARK IS 42 FEET NORTH OF TRACK ROAD, 36 FEET SOUTH OF AN
 SR1044'EAST-WEST FENCELINE, 5 FEET EAST OF A WHITE WITNESS POST.  IT
 SR1044'IS A STANDARD DISC SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 SR1044'BLOCK.  THE MARK PROJECTS 5 INCHES AND THE DISC IS STAMPED FERGUS
 SR1044'USE 1948.
 SR1044'
 SR1044'STATIONS WILD, WILDER (USE), SEVEN MILE, NICKOLS WILL SEE FROM A
 SR1044'4 FOOT STAND.
 SR1044
 SR1044                          STATION RECOVERY (1971)
 SR1044
 SR1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SR1044'STATION FOUND IN GOOD CONDITION.
 SR1044'
 SR1044'TO REACH THE STATION FROM THE MISSOURI RIVER BRIDGE ON US HWY 191, GO
 SR1044'S ON US HWY 191 FOR 8.6 MILES TO A DIRT ROAD LEADING E.  TURN LEFT
 SR1044'(E), FOR 11.85 MILES TO A ROAD Y-JCT.  TAKE LEFT FORK FOR 0.25 MILE
 SR1044'TO ANOTHER ROAD Y-JCT.  TAKE RIGHT FORK AND CONTINUE E FOR 11.2
 SR1044'MILES TO TRACK ROAD LEFT (N), (THIS POINT IS 0.8 MILE W OF AN OLD
 SR1044'2-STORY HOUSE ON THE N SIDE OF ROAD).  TURN LEFT (N) AND GO 0.15
 SR1044'MILES TO A GATE.  CONTINUE NW THRU GATE FOR 1.45 MILES TO A
 SR1044'ROAD Y-JCT.  TAKE LEFT FORK ALONG TOP OF RIDGE NW ON MAIN TRACK
 SR1044'ROAD FOR 2.7 MILES TO CATTLE GUARD.  GO THRU CATTLE GUARD AND TURN
 SR1044'LEFT ABOUT 200 FEET TO GATE.  GO THRU GATE AND TURN RIGHT FOR ABOUT
 SR1044'0.1 MILE TO STATION ABOUT 100 FEET S OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1105 ***********************************************************************
 SR1105  DESIGNATION -  FERGUS
 SR1105  PID         -  SR1105
 SR1105  STATE/COUNTY-  MT/FERGUS
 SR1105  USGS QUAD   -  ARMELLS (1985)
 SR1105
 SR1105                         *CURRENT SURVEY CONTROL
 SR1105  ___________________________________________________________________
 SR1105* NAD 83(1992)-  47 20 23.23879(N)    109 08 57.43347(W)     ADJUSTED  
 SR1105* NAVD 88     -      1257.1    (meters)    4124.     (feet)  VERTCON   
 SR1105  ___________________________________________________________________
 SR1105  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 SR1105  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 SR1105
 SR1105  HORZ ORDER  -  FIRST
 SR1105
 SR1105.The horizontal coordinates were established by classical geodetic methods
 SR1105.and adjusted by the National Geodetic Survey in July 1992..
 SR1105
 SR1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1105
 SR1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1105
 SR1105.The geoid height was determined by GEOID03.
 SR1105
 SR1105;                    North         East     Units Scale Factor Converg.
 SR1105;SPC MT       -   343,389.672   626,488.490   MT  0.99940891   +0 15 23.6
 SR1105;SPC MT       - 1,126,606.54  2,055,408.43   iFT  0.99940891   +0 15 23.6
 SR1105;UTM  12      - 5,244,585.428   639,805.065   MT  0.99984021   +1 21 40.3
 SR1105
 SR1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1105!SPC MT       -   0.99980513  x   0.99940891  =   0.99921415
 SR1105!UTM  12      -   0.99980513  x   0.99984021  =   0.99964537
 SR1105
 SR1105|---------------------------------------------------------------------|
 SR1105| PID    Reference Object                     Distance      Geod. Az  |
 SR1105|                                                           dddmmss.s |
 SR1105| CQ6514 FERGUS RM 1                          18.770 METERS 03722     |
 SR1105| CQ6515 FERGUS RM 2                          14.569 METERS 13542     |
 SR1105| SR1135 SOUTH MOCCASIN MTS LOT              APPROX.34.4 KM 2382952.9 |
 SR1105| SR0443 FERGUS AZ MK                                       2542128.9 |
 SR1105|---------------------------------------------------------------------|
 SR1105
 SR1105                          SUPERSEDED SURVEY CONTROL
 SR1105
 SR1105  NAD 83(1986)-  47 20 23.23661(N)    109 08 57.41388(W) AD(       ) 1
 SR1105  NAD 27      -  47 20 23.31100(N)    109 08 54.80700(W) AD(       ) 1
 SR1105  NGVD 29 (07/19/86) 1256.3    (m)         4122.     (f) VERT ANG       
 SR1105
 SR1105.Superseded values are not recommended for survey control.
 SR1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1105.See file dsdata.txt to determine how the superseded data were derived.
 SR1105
 SR1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT3980544585(NAD 83)
 SR1105_MARKER: DD = SURVEY DISK
 SR1105_SETTING: 0 = UNSPECIFIED SETTING
 SR1105
 SR1105  HISTORY     - Date     Condition        Report By
 SR1105  HISTORY     - 1949     MONUMENTED       USGS
 SR1105  HISTORY     - 1961     GOOD             CGS
 SR1105
 SR1105                          STATION DESCRIPTION
 SR1105
 SR1105'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MJT)
 SR1105'LOCATED ABOUT 11 MILES NORTHEAST OF HILGER, ON LAND OWNED
 SR1105'BY THE UNITED STATES, ON TOP OF A PROMINENT RIDGE, ABOUT 2
 SR1105'MILES NORTH OF A GRAVELED ROAD, ABOUT 0.3 MILE EAST OF A GRADED
 SR1105'DIRT ROAD, 46 FEET EAST OF THE WEST EDGE OF A BLUFF, ABOUT
 SR1105'150 YARDS WESTERLY OF A WIRE FENCE, AND 6.3 FEET EAST OF A
 SR1105'WITNESS POST.
 SR1105'
 SR1105'TO REACH THE STATION FROM THE POST OFFICE IN HILGER, GO EAST
 SR1105'AND NORTH ON A GRAVELED ROAD FOR 10.35 MILES TO A SIDE ROAD
 SR1105'ON THE LEFT (THIS ROAD IS 0.3 MILE WEST OF A RAILROAD CROSSING).
 SR1105'THEN LEFT ON A TRACK ROAD FOR 0.5 MILE TO A FORK.  THEN RIGHT
 SR1105'ROAD (CROSSING RAILROAD TRACKS) FOR 2.1 MILE TO THE AZIMUTH
 SR1105'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.5 MILE TO
 SR1105'THE TOP OF A HILL AND WHERE THE ROAD TURNS TO THE RIGHT (EAST).
 SR1105'THEN LEAVE THE ROAD, TURN SHARP RIGHT (SOUTHERLY) FOR 0.5
 SR1105'MILE TO THE STATION AS DESCRIBED.
 SR1105'
 SR1105'THE STATION MARK IS A USGS BM DISK, UNSTAMPED, FASTENED TO
 SR1105'THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 18 INCHES.
 SR1105'
 SR1105'REFERENCE MARK NO. 1 PROJECTS 2 INCHES, AND THE DISK IS
 SR1105'STAMPED FERGUS USGS NO 1 1949.
 SR1105'
 SR1105'REFERENCE MARK NO. 2 IS 52 FEET SOUTHEAST OF THE WITNESS POST.
 SR1105'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED FERGUS USGS NO 2
 SR1105'1949.
 SR1105'
 SR1105'THE AZIMUTH MARK IS ON THE TOP OF A GRASSY KNOLL APPROXIMATELY
 SR1105'0.3 MILE FROM THE STATION, 61 FEET EAST OF THE APPROXIMATE
 SR1105'CENTERLINE OF A GRADED DIRT ROAD, AND 4.5 FEET EAST OF A WITNESS
 SR1105'POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED FERGUS
 SR1105'USGS 1949.
 SR1105'
 SR1105'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 SR1105'SET IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SR1105'
 SR1105'FOUR FOOT WOODEN STANDS AT FOX PASS, KENDALL, NORTH MOCCASIN,
 SR1105'WIN, AND WINIFRED S BASE ARE VISIBLE FROM THE GROUND.  A 10
 SR1105'FOOT WOODEN STAND AT SALT IS VISIBLE FROM A 10 FOOT WOODEN
 SR1105'STAND AT THIS STATION.
 SR1105
 SR1105                          STATION RECOVERY (1961)
 SR1105
 SR1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1105'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SR1105'
 SR1105'TO REACH THE STATION FROM THE POST OFFICE IN HILGER, GO NORTHEAST
 SR1105'ON STATE HIGHWAY 19 FOR 9.4 MILES TO A RAILROAD CROSSING,
 SR1105'CONTINUE EAST ON THE HIGHWAY FOR 0.4 MILE TO A CROSSROAD,
 SR1105'TURN LEFT AND GO NORTH AND NORTHWEST FOR 0.6 MILE TO A RAILROAD
 SR1105'CROSSING, CONTINUE WEST FOR 0.1 MILE TO A ROAD FORK JUST
 SR1105'SOUTHWEST OF RANCH BUILDINGS, TURN RIGHT AND GO NORTH FOR
 SR1105'0.05 MILE TO A CATTLE GUARD, CONTINUE NORTH FOR 0.35 MILE TO A
 SR1105'CATTLE GUARD AND ROAD FORKS, TAKE THE RIGHT FORK AS PER
 SR1105'SIGN HORSE RANCH AND GO EASTERLY ON THE MAIN TRAVELED ROAD
 SR1105'FOR 1.5 MILES TO A CATTLE GUARD, CONTINUE EASTERLY FOR 0.4
 SR1105'MILE TO A GRASSY KNOLL AND THE AZIMUTH MARK ON THE RIGHT.
 SR1105'CONTINUE AHEAD ON THE GRADED ROAD FOR 0.55 MILE TO THE TOP
 SR1105'OF THE RIDGE, TURN RIGHT OFF THE ROAD AND GO SOUTH ACROSS
 SR1105'THE RANGE FOR 0.45 MILE TO THE HIGHEST POINT AND THE
 SR1105'STATION.
 SR1105'
 SR1105'THE STATION MARK IS A USGS BRONZE CAP WITH NO STAMPING, FASTENED
 SR1105'TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 18 INCHES AND IS
 SR1105'5.1 FEET SOUTHEAST OF A WITNESS POST.
 SR1105'
 SR1105'R.M. 1 IS A STANDARD DISK STAMPED FERGUS USGS NO 1 1949, SET
 SR1105'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 SR1105'59.8 FEET NORTH OF THE WITNESS POST.
 SR1105'
 SR1105'R.M. 2 IS A STANDARD DISK STAMPED FERGUS USGS NO 2 1949,
 SR1105'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 SR1105'IS 52.7 FEET SOUTHEAST OF THE WITNESS POST.
 SR1105'
 SR1105'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FERGUS USGS 1949,
 SR1105'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 SR1105'IT IS 61 FEET EAST OF THE CENTER OF THE ROAD, 4.5 FEET EAST
 SR1105'OF AN OLD 4X4 WITNESS POST AND 1 FOOT NORTHEAST OF A NEW
 SR1105'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0443 ***********************************************************************
 SR0443  DESIGNATION -  FERGUS AZ MK
 SR0443  PID         -  SR0443
 SR0443  STATE/COUNTY-  MT/FERGUS
 SR0443  USGS QUAD   -  ARMELLS (1985)
 SR0443
 SR0443                         *CURRENT SURVEY CONTROL
 SR0443  ___________________________________________________________________
 SR0443* NAD 83(1986)-  47 20 17.     (N)    109 09 30.     (W)     SCALED    
 SR0443* NAVD 88     -      1182.162  (meters)    3878.48   (feet)  ADJUSTED  
 SR0443  ___________________________________________________________________
 SR0443  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SR0443  DYNAMIC HT  -        1182.058 (meters)    3878.14  (feet)  COMP
 SR0443  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 SR0443
 SR0443  VERT ORDER  -  SECOND    CLASS 0
 SR0443
 SR0443.The horizontal coordinates were scaled from a topographic map and have
 SR0443.an estimated accuracy of +/- 6 seconds.
 SR0443
 SR0443.The orthometric height was determined by differential leveling
 SR0443.and adjusted by the National Geodetic Survey in June 1991..
 SR0443
 SR0443.The geoid height was determined by GEOID03.
 SR0443
 SR0443.The dynamic height is computed by dividing the NAVD 88
 SR0443.geopotential number by the normal gravity value computed on the
 SR0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0443.degrees latitude (g = 980.6199 gals.).
 SR0443
 SR0443.The modeled gravity was interpolated from observed gravity values.
 SR0443
 SR0443;                    North         East    Units  Estimated Accuracy
 SR0443;SPC MT       -   343,190.      625,810.      MT  (+/- 180 meters Scaled)
 SR0443
 SR0443                          SUPERSEDED SURVEY CONTROL
 SR0443
 SR0443  NGVD 29 (??/??/92) 1181.315  (m)         3875.70   (f) ADJ UNCH    2 0
 SR0443
 SR0443.Superseded values are not recommended for survey control.
 SR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0443.See file dsdata.txt to determine how the superseded data were derived.
 SR0443
 SR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT391443(NAD 83)
 SR0443_MARKER: DZ = AZIMUTH MARK DISK
 SR0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0443_STAMPING: FERGUS USGS 1949
 SR0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0443+STABILITY: SURFACE MOTION
 SR0443
 SR0443  HISTORY     - Date     Condition        Report By
 SR0443  HISTORY     - 1948     MONUMENTED       CGS
 SR0443  HISTORY     - 1961     GOOD             NGS
 SR0443
 SR0443                          STATION DESCRIPTION
 SR0443
 SR0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0443'2.05 MI NE FROM ARMELLS.
 SR0443'ABOUT 0.15 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0443'PACIFIC RAILROAD FROM THE STATION SIGN AT ARMELLS, THENCE 1.9 MILES
 SR0443'NORTHEAST ALONG A TRACK ROAD, IN SECTION 10, T 20 N, R 20 E, ON THE
 SR0443'CREST OF A SLIGHT KNOLL, 57 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SR0443'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 7 1/2 FEET ABOVE THE
 SR0443'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 SR0443'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1566 ***********************************************************************
 SS1566  DESIGNATION -  FERRY
 SS1566  PID         -  SS1566
 SS1566  STATE/COUNTY-  MT/CHOUTEAU
 SS1566  USGS QUAD   -  CARTER (1953)
 SS1566
 SS1566                         *CURRENT SURVEY CONTROL
 SS1566  ___________________________________________________________________
 SS1566* NAD 83(1992)-  47 46 07.32437(N)    110 53 19.09587(W)     ADJUSTED  
 SS1566* NAVD 88     -       922.0    (meters)    3025.     (feet)  VERTCON   
 SS1566  ___________________________________________________________________
 SS1566  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 SS1566  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 SS1566
 SS1566  HORZ ORDER  -  SECOND
 SS1566
 SS1566.The horizontal coordinates were established by classical geodetic methods
 SS1566.and adjusted by the National Geodetic Survey in July 1992..
 SS1566
 SS1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1566
 SS1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1566
 SS1566.The geoid height was determined by GEOID03.
 SS1566
 SS1566;                    North         East     Units Scale Factor Converg.
 SS1566;SPC MT       -   391,913.062   495,969.655   MT  0.99947980   -1 00 56.9
 SS1566;SPC MT       - 1,285,804.01  1,627,197.03   iFT  0.99947980   -1 00 56.9
 SS1566;UTM  12      - 5,290,598.849   508,344.187   MT  0.99960086   +0 04 56.8
 SS1566
 SS1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1566!SPC MT       -   0.99985781  x   0.99947980  =   0.99933768
 SS1566!UTM  12      -   0.99985781  x   0.99960086  =   0.99945873
 SS1566
 SS1566|---------------------------------------------------------------------|
 SS1566| PID    Reference Object                     Distance      Geod. Az  |
 SS1566|                                                           dddmmss.s |
 SS1566| CQ6517 FERRY RM 1                            9.473 METERS 09714     |
 SS1566| CQ6518 FERRY RM 2                            8.923 METERS 18432     |
 SS1566| SS1419 GREAT FALLS ANACONDA MINE STK       APPROX.38.9 KM 2262945.2 |
 SS1566| CQ6516 FERRY AZ MK                                        2522309.3 |
 SS1566|---------------------------------------------------------------------|
 SS1566
 SS1566                          SUPERSEDED SURVEY CONTROL
 SS1566
 SS1566  NAD 83(1986)-  47 46 07.32075(N)    110 53 19.07416(W) AD(       ) 2
 SS1566  NAD 27      -  47 46 07.44000(N)    110 53 16.27400(W) AD(       ) 2
 SS1566  NGVD 29 (07/19/86)  921.1    (m)         3022.     (f) VERT ANG       
 SS1566
 SS1566.Superseded values are not recommended for survey control.
 SS1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1566.See file dsdata.txt to determine how the superseded data were derived.
 SS1566
 SS1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0834490599(NAD 83)
 SS1566_MARKER: DS = TRIANGULATION STATION DISK
 SS1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1566
 SS1566  HISTORY     - Date     Condition        Report By
 SS1566  HISTORY     - 1949     MONUMENTED       CGS
 SS1566
 SS1566                          STATION DESCRIPTION
 SS1566
 SS1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1566'STATION IS ABOUT 4 MILES EAST OF CARTER, ABOUT 1/2 MILE NORTHEAST
 SS1566'OF THE CARTER FERRY, AND ON THE SOUTH END OF A PROMINENT
 SS1566'BLUFF WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 SS1566'IT IS 300 YARDS NORTH OF THE MISSOURI RIVER, AND 9 FEET
 SS1566'NORTH OF A WITNESS POST.  THE LAND IS OWNED BY PAUL FATZ.
 SS1566'
 SS1566'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CARTER,
 SS1566'GO SOUTH AND EAST 3.6 MILES ON THE FERRY ROAD TO THE TOP OF
 SS1566'A GRADE AND A FORK, BEAR LEFT, NORTH, ALONG THE WEST SIDE OF A
 SS1566'FENCE FOR 0.2 MILE TO A GATE, PASS THROUGH THE GATE, TURN LEFT
 SS1566'AND GO 0.05 MILE, TURN RIGHT AND FOLLOW FENCELINE 0.9 MILE TO A
 SS1566'GATE AND THE AZIMUTH MARK, TURN LEFT, PASS THROUGH THE GATE,
 SS1566'TURN RIGHT AND GO NORTHEASTERY 0.4 MILE TO THE STATION.
 SS1566'
 SS1566'STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED FERRY 1949.
 SS1566'
 SS1566'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE WITNESS POST.  THE
 SS1566'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED FERRY NO 1 1949.
 SS1566'
 SS1566'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE WITNESS POST.
 SS1566'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED FERRY NO
 SS1566'2 1949.
 SS1566'
 SS1566'THE AZIMUTH MARK IS 0.4 MILE FROM THE STATION.  IT IS 30
 SS1566'FEET EAST OF A FENCE CORNER AND A GATE, AND 3 FEET EAST OF
 SS1566'A WITNESS POST.  THE MARK PROJECTS 7 INCHES AND THE DISK
 SS1566'IS STAMPED FERRY 1949.
 SS1566'
 SS1566'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1566'CONCRETE POSTS.
 SS1566'
 SS1566'A 4 FOOT STAND AT STATION FERRY WILL SEE A 4 FOOT STAND AT
 SS1566'CHER AND A 20 FOOT STAND AT WOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0358 ***********************************************************************
 SP0358  DESIGNATION -  FERRY
 SP0358  PID         -  SP0358
 SP0358  STATE/COUNTY-  MT/RICHLAND
 SP0358  USGS QUAD   -  DORE (1968)
 SP0358
 SP0358                         *CURRENT SURVEY CONTROL
 SP0358  ___________________________________________________________________
 SP0358* NAD 83(1992)-  47 58 36.09353(N)    104 04 28.87985(W)     ADJUSTED  
 SP0358* NAVD 88     -       668.3    (meters)    2193.     (feet)  VERTCON   
 SP0358  ___________________________________________________________________
 SP0358  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 SP0358  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 SP0358
 SP0358  HORZ ORDER  -  SECOND
 SP0358
 SP0358.The horizontal coordinates were established by classical geodetic methods
 SP0358.and adjusted by the National Geodetic Survey in July 1992..
 SP0358
 SP0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0358
 SP0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0358
 SP0358.The geoid height was determined by GEOID03.
 SP0358
 SP0358;                    North         East     Units Scale Factor Converg.
 SP0358;SPC MT       -   428,121.415 1,004,535.904   MT  0.99953455   +3 58 07.1
 SP0358;SPC MT       - 1,404,597.82  3,295,721.47   iFT  0.99953455   +3 58 07.1
 SP0358;UTM  13      - 5,314,123.963   569,054.828   MT  0.99965859   +0 41 14.7
 SP0358
 SP0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0358!SPC MT       -   0.99989806  x   0.99953455  =   0.99943266
 SP0358!UTM  13      -   0.99989806  x   0.99965859  =   0.99955668
 SP0358
 SP0358:                Primary Azimuth Mark                     Grid Az
 SP0358:SPC MT       -  STEIHLS HOUSE CHIMNEY                    002 53 59.2
 SP0358:UTM  13      -  STEIHLS HOUSE CHIMNEY                    006 10 51.6
 SP0358
 SP0358|---------------------------------------------------------------------|
 SP0358| PID    Reference Object                     Distance      Geod. Az  |
 SP0358|                                                           dddmmss.s |
 SP0358| TH0590 STEIHLS HOUSE CHIMNEY               APPROX. 4.5 KM 0065206.3 |
 SP0358| SP0359 CUT OFF                             APPROX. 7.2 KM 2882856.4 |
 SP0358| TH0591 SNOWDEN WATER TANK                  APPROX. 7.0 KM 3461313.4 |
 SP0358|---------------------------------------------------------------------|
 SP0358
 SP0358                          SUPERSEDED SURVEY CONTROL
 SP0358
 SP0358  NAD 83(1986)-  47 58 36.09360(N)    104 04 28.87966(W) AD(       ) 2
 SP0358  NAD 27      -  47 58 36.02400(N)    104 04 27.11000(W) AD(       ) 2
 SP0358  NGVD 29 (07/19/86)  667.8    (m)         2191.     (f) VERT ANG       
 SP0358
 SP0358.Superseded values are not recommended for survey control.
 SP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0358.See file dsdata.txt to determine how the superseded data were derived.
 SP0358
 SP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP6905514124(NAD 83)
 SP0358_MARKER: P = PIPE CAP
 SP0358_SETTING: 0 = UNSPECIFIED SETTING
 SP0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0358
 SP0358  HISTORY     - Date     Condition        Report By
 SP0358  HISTORY     - 1912     MONUMENTED       MORC
 SP0358  HISTORY     - 1935     GOOD             CGS
 SP0358
 SP0358                          STATION DESCRIPTION
 SP0358
 SP0358'DESCRIBED BY MISSOURI RIVER COMMISSION 1912 (EHP)
 SP0358'THIS STATION IS IDENTICAL WITH THE MISSOURI RIVER COMMISSION
 SP0358'STATION OF THE SAME NAME.  IT IS ABOUT 1-1/2 MILES WEST OF THE
 SP0358'FERRY AT MONDAK AND 1-3/4 MILES SOUTH OF THE MISSOURI RIVER,
 SP0358'ON A KNOLL A SHORT DISTANCE BACK FROM THE BLUFF OVERLOOKING THE
 SP0358'RIVER.  THE EDGE OF THE BLUFF ON THE LINE TO STATION MONDAK
 SP0358'WAS DUG AWAY A LITTLE IN ORDER TO MAKE THE TWO STATIONS
 SP0358'INTERVISIBLE.  THE STATION IS MARKED BY A HEAVY CAST-IRON CAP
 SP0358'ON THE TOP OF A 5-INCH IRON PIPE, THE PIPE PROJECTING
 SP0358'ABOUT 3 FEET ABOVE THE GROUND.  THE CAP IS MARKED BY A SMALL
 SP0358'HOLE AT THE CENTER SURROUNDED BY A RAISED TRIANGLE AND HAS
 SP0358'ON IT THE LEGENED U.S. MISSOURI RIVER COMMISSION.
 SP0358
 SP0358                          STATION RECOVERY (1935)
 SP0358
 SP0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 SP0358'STATION WAS FOUND AS DESCRIBED AND IN GOODCONDITION.  MARK
 SP0358'IS SURMOUNTED BY CAIRN.  FERRY AT FORT UNION (MONDAK) HAS
 SP0358'BEEN DISCONTINUED.  STATION IS ABOUT 3 MILES SOUTHEAST OF THE
 SP0358'TOLL BRIDGE AT SNOWDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0036 ***********************************************************************
 TJ0036  DESIGNATION -  FF 357
 TJ0036  PID         -  TJ0036
 TJ0036  STATE/COUNTY-  MT/VALLEY
 TJ0036  USGS QUAD   -  KINTYRE (1972)
 TJ0036
 TJ0036                         *CURRENT SURVEY CONTROL
 TJ0036  ___________________________________________________________________
 TJ0036* NAD 83(1986)-  48 04 27.     (N)    106 09 57.     (W)     SCALED    
 TJ0036* NAVD 88     -       637.303  (meters)    2090.88   (feet)  ADJUSTED  
 TJ0036  ___________________________________________________________________
 TJ0036  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TJ0036  DYNAMIC HT  -         637.368 (meters)    2091.10  (feet)  COMP
 TJ0036  MODELED GRAV-     980,693.1   (mgal)                       NAVD 88
 TJ0036
 TJ0036  VERT ORDER  -  FIRST     CLASS II
 TJ0036
 TJ0036.The horizontal coordinates were scaled from a topographic map and have
 TJ0036.an estimated accuracy of +/- 6 seconds.
 TJ0036
 TJ0036.The orthometric height was determined by differential leveling
 TJ0036.and adjusted by the National Geodetic Survey in June 1991..
 TJ0036.WARNING-Repeat measurements at this control monument indicate possible
 TJ0036.vertical movement.
 TJ0036
 TJ0036.The geoid height was determined by GEOID03.
 TJ0036
 TJ0036.The dynamic height is computed by dividing the NAVD 88
 TJ0036.geopotential number by the normal gravity value computed on the
 TJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0036.degrees latitude (g = 980.6199 gals.).
 TJ0036
 TJ0036.The modeled gravity was interpolated from observed gravity values.
 TJ0036
 TJ0036;                    North         East    Units  Estimated Accuracy
 TJ0036;SPC MT       -   430,220.      848,270.      MT  (+/- 180 meters Scaled)
 TJ0036
 TJ0036                          SUPERSEDED SURVEY CONTROL
 TJ0036
 TJ0036  NGVD 29 (??/??/92)  636.630  (m)         2088.68   (f) ADJ UNCH    1 2
 TJ0036
 TJ0036.Superseded values are not recommended for survey control.
 TJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0036.See file dsdata.txt to determine how the superseded data were derived.
 TJ0036
 TJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP131252(NAD 83)
 TJ0036_MARKER: DB = BENCH MARK DISK
 TJ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0036_STAMPING: FF 357 1948
 TJ0036_MARK LOGO: CGS   
 TJ0036_PROJECTION: PROJECTING 8 CENTIMETERS
 TJ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0036+STABILITY: SURFACE MOTION
 TJ0036
 TJ0036  HISTORY     - Date     Condition        Report By
 TJ0036  HISTORY     - 1948     MONUMENTED       CGS
 TJ0036  HISTORY     - 1980     GOOD             NGS
 TJ0036
 TJ0036                          STATION DESCRIPTION
 TJ0036
 TJ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0036'5.0 MI E FROM WIOTA.
 TJ0036'5.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0036'WIOTA, VALLEY COUNTY, 176.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 TJ0036'THE CONCRETE BASE OF SIGNAL 2529, 27.5 FEET NORTHWEST OF THE SIXTH
 TJ0036'POLE EAST OF MILEPOST 253, 87 FEET EAST OF A T-FENCE CORNER, 69.8 FEET
 TJ0036'NORTH OF THE NORTH RAIL OF THE TRACK, 2 FEET SOUTH OF A FENCE, 1.8
 TJ0036'FEET EAST OF A WHITE WOODEN WITNESS POST, AND 6 FEET LOWER THAN THE
 TJ0036'RAIL.  A STANDARD DISK, STAMPED FF 357 1948 AND SET IN THE TOP OF A
 TJ0036'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 TJ0036
 TJ0036                          STATION RECOVERY (1980)
 TJ0036
 TJ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0036'9.3 KM (5.8 MI) WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0036'POST OFFICE IN FRAZER, 26.5 METERS (87.0 FT) EAST OF A T-FENCE
 TJ0036'CORNER, 21.3 METERS (69.8 FT) NORTH OF THE NEAR RAIL, AND 8.4 METERS
 TJ0036'(27.5 FT) NORTHWEST OF A UTILITY POLE.
 TJ0036'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TJ0036'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9062 ***********************************************************************
 AD9062  DESIGNATION -  FF 566
 AD9062  PID         -  AD9062
 AD9062  STATE/COUNTY-  MT/CARTER
 AD9062  USGS QUAD   -  BOYES (1982)
 AD9062
 AD9062                         *CURRENT SURVEY CONTROL
 AD9062  ___________________________________________________________________
 AD9062* NAD 83(1986)-  45 16 08.     (N)    105 01 58.     (W)     SCALED    
 AD9062* NAVD 88     -      1017.835  (meters)    3339.35   (feet)  ADJUSTED  
 AD9062  ___________________________________________________________________
 AD9062  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 AD9062  DYNAMIC HT  -        1017.605 (meters)    3338.59  (feet)  COMP
 AD9062  MODELED GRAV-     980,354.9   (mgal)                       NAVD 88
 AD9062
 AD9062  VERT ORDER  -  FIRST     CLASS II
 AD9062
 AD9062.The horizontal coordinates were scaled from a topographic map and have
 AD9062.an estimated accuracy of +/- 6 seconds.
 AD9062
 AD9062.The orthometric height was determined by differential leveling
 AD9062.and adjusted by the National Geodetic Survey in July 1998..
 AD9062
 AD9062.The geoid height was determined by GEOID03.
 AD9062
 AD9062.The dynamic height is computed by dividing the NAVD 88
 AD9062.geopotential number by the normal gravity value computed on the
 AD9062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9062.degrees latitude (g = 980.6199 gals.).
 AD9062
 AD9062.The modeled gravity was interpolated from observed gravity values.
 AD9062
 AD9062;                    North         East    Units  Estimated Accuracy
 AD9062;SPC MT       -   123,240.      950,330.      MT  (+/- 180 meters Scaled)
 AD9062
 AD9062                          SUPERSEDED SURVEY CONTROL
 AD9062
 AD9062.No superseded survey control is available for this station.
 AD9062
 AD9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL974128(NAD 83)
 AD9062_MARKER: I = METAL ROD
 AD9062_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9062_STAMPING: FF 566 1995
 AD9062_MARK LOGO: NGS   
 AD9062_PROJECTION: FLUSH
 AD9062_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9062+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9062_ROD/PIPE-DEPTH: 12.0 meters
 AD9062_SLEEVE-DEPTH  : 0.9 meters
 AD9062
 AD9062  HISTORY     - Date     Condition        Report By
 AD9062  HISTORY     - 1995     MONUMENTED       NGS
 AD9062
 AD9062                          STATION DESCRIPTION
 AD9062
 AD9062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9062'IN BOYES, AT THE INTERSECTION OF U.S. HIGHWAY 212 AND STATE HIGHWAY
 AD9062'544, 24.0 M (78.7 FT) SOUTHWEST OF THE U.S. HIGHWAY CENTERLINE, 21.9 M
 AD9062'(71.9 FT) NORTHWEST OF THE STATE HIGHWAY CENTER, 0.8 M (2.6 FT)
 AD9062'NORTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE
 AD9062'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AD9062'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AD9062'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1600 ***********************************************************************
 SS1600  DESIGNATION -  FFFSC 1
 SS1600  PID         -  SS1600
 SS1600  STATE/COUNTY-  MT/TETON
 SS1600  USGS QUAD   -  FAIRFIELD (1983)
 SS1600
 SS1600                         *CURRENT SURVEY CONTROL
 SS1600  ___________________________________________________________________
 SS1600* NAD 83(1992)-  47 37 09.91196(N)    111 59 43.89857(W)     ADJUSTED  
 SS1600* NAVD 88     -      1219.6    (meters)    4001.     (feet)  VERTCON   
 SS1600  ___________________________________________________________________
 SS1600  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 SS1600  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1600
 SS1600  HORZ ORDER  -  THIRD
 SS1600
 SS1600.The horizontal coordinates were established by classical geodetic methods
 SS1600.and adjusted by the National Geodetic Survey in July 1992..
 SS1600
 SS1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1600
 SS1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1600
 SS1600.The geoid height was determined by GEOID03.
 SS1600
 SS1600;                    North         East     Units Scale Factor Converg.
 SS1600;SPC MT       -   377,388.591   412,539.972   MT  0.99944872   -1 49 31.8
 SS1600;SPC MT       - 1,238,151.55  1,353,477.60   iFT  0.99944872   -1 49 31.8
 SS1600;UTM  12      - 5,274,481.829   425,193.939   MT  0.99966877   -0 44 07.5
 SS1600
 SS1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1600!SPC MT       -   0.99981113  x   0.99944872  =   0.99925995
 SS1600!UTM  12      -   0.99981113  x   0.99966877  =   0.99947996
 SS1600
 SS1600                          SUPERSEDED SURVEY CONTROL
 SS1600
 SS1600  NAD 83(1986)-  47 37 09.91877(N)    111 59 43.88113(W) AD(       ) 3
 SS1600  NGVD 29 (05/18/92) 1218.6    (m)         3998.     (f) VERT ANG       
 SS1600
 SS1600.Superseded values are not recommended for survey control.
 SS1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1600.See file dsdata.txt to determine how the superseded data were derived.
 SS1600
 SS1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2519474482(NAD 83)
 SS1600_MARKER: DS = TRIANGULATION STATION DISK
 SS1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1600+STABILITY: SURFACE MOTION
 SS1600
 SS1600  HISTORY     - Date     Condition        Report By
 SS1600  HISTORY     - 1948     MONUMENTED       USGS
 SS1600
 SS1600                          STATION DESCRIPTION
 SS1600
 SS1600'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 SS1600'FAIRFIELD, MONTANA, 0.3 MI. W. OF, AT PRIVATE RD. RUNNING S. OF
 SS1600'HIGHWAY, 350 FT. N. OF INTERSECTION OF PRIVATE RD. AND IRRIGATION
 SS1600'DITCH, IN SEC. 33, T 22 N, R 3 W.
 SS1600'
 SS1600'STATION RECOVERED BY USGS IN 1957 AS DESCRIBED IN 1948.
 SS1600'
 SS1600'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT.
 SS1600'
 SS1600'REFERENCE MARK NO. 1--A 1/2-IN. IRON PIPE, 51.60 FT.
 SS1600'S 16 DEGREES 45 MINUTES FROM STATION W.
 SS1600'
 SS1600'REFERENCE MARK NO. 2--A 1/2-IN. IRON PIPE, 90.70 FT.
 SS1600'S 76 DEGREES 43 MINUTES FROM STATION W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0588 ***********************************************************************
 ST0588  DESIGNATION -  FIELD
 ST0588  PID         -  ST0588
 ST0588  STATE/COUNTY-  MT/POWELL
 ST0588  USGS QUAD   -  WOODWORTH (1965)
 ST0588
 ST0588                         *CURRENT SURVEY CONTROL
 ST0588  ___________________________________________________________________
 ST0588* NAD 83(1992)-  47 06 41.73393(N)    113 16 41.25053(W)     ADJUSTED  
 ST0588* NAVD 88     -      1290.3    (meters)    4233.     (feet)  VERTCON   
 ST0588  ___________________________________________________________________
 ST0588  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 ST0588  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 ST0588
 ST0588  HORZ ORDER  -  THIRD
 ST0588
 ST0588.The horizontal coordinates were established by classical geodetic methods
 ST0588.and adjusted by the National Geodetic Survey in July 1992..
 ST0588
 ST0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0588
 ST0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0588
 ST0588.The geoid height was determined by GEOID03.
 ST0588
 ST0588;                    North         East     Units Scale Factor Converg.
 ST0588;SPC MT       -   324,886.164   313,534.606   MT  0.99939412   -2 45 49.4
 ST0588;SPC MT       - 1,065,899.49  1,028,656.84   iFT  0.99939412   -2 45 49.4
 ST0588;UTM  12      - 5,220,083.233   327,168.462   MT  0.99996713   -1 40 10.4
 ST0588
 ST0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0588!SPC MT       -   0.99979992  x   0.99939412  =   0.99919416
 ST0588!UTM  12      -   0.99979992  x   0.99996713  =   0.99976706
 ST0588
 ST0588:                Primary Azimuth Mark                     Grid Az
 ST0588:SPC MT       -  MORRELL LOT                              327 55 45.8
 ST0588:UTM  12      -  MORRELL LOT                              326 50 06.8
 ST0588
 ST0588|---------------------------------------------------------------------|
 ST0588| PID    Reference Object                     Distance      Geod. Az  |
 ST0588|                                                           dddmmss.s |
 ST0588| ST0586 MORRELL LOT                         APPROX.10.6 KM 3250956.4 |
 ST0588|---------------------------------------------------------------------|
 ST0588
 ST0588                          SUPERSEDED SURVEY CONTROL
 ST0588
 ST0588  NAD 83(1986)-  47 06 41.73967(N)    113 16 41.23841(W) AD(       ) 3
 ST0588  NAD 27      -  47 06 41.96196(N)    113 16 37.99214(W) AD(       ) 3
 ST0588  NGVD 29 (07/19/86) 1289.2    (m)         4230.     (f) VERT ANG       
 ST0588
 ST0588.Superseded values are not recommended for survey control.
 ST0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0588.See file dsdata.txt to determine how the superseded data were derived.
 ST0588
 ST0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT2716820083(NAD 83)
 ST0588
 ST0588  HISTORY     - Date     Condition        Report By
 ST0588  HISTORY     - 1963     MONUMENTED       USFS
 ST0588  HISTORY     - 1965     GOOD             USGS
 ST0588
 ST0588                          STATION DESCRIPTION
 ST0588
 ST0588'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0588'THE STATION IS LOCATED ABOUT 10 MI. NW. OF OVANDO, MONTANA, AND
 ST0588'ABOUT 2.5 MI. ENE. OF WOODWORTH, MONTANA.
 ST0588'
 ST0588'FROM THE POST OFFICE IN WOODWORTH, DRIVE 2.5 MI. E. TO A SHARP RIGHT
 ST0588'TURN S. IN RD. AND TRACK RD. LEFT.  TURN LEFT NW. PASS THROUGH GATE
 ST0588'AND DRIVE ALONG E. SIDE OF FENCE NW. FOR 0.5 MI.  THE STATION IS ON
 ST0588'THE E. EDGE OF LARGE CLEARING AND IS 150 FT. W. OF THE FENCE FROM THE
 ST0588'END OF TRUCK TRAVEL.
 ST0588'
 ST0588'RECOVERED.
 ST0588'
 ST0588'STATION MARK - STANDARD USDA, FOREST SERVICE BRONZE TABLET WELDED TO A
 ST0588'3 IN. IRON PIPE PROJECTING 0.8 FT. ABOVE GROUND, STAMPED ---FIELD
 ST0588'1963---.
 ST0588'
 ST0588'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0833 ***********************************************************************
 TM0833  DESIGNATION -  FIELD MTN
 TM0833  PID         -  TM0833
 TM0833  STATE/COUNTY-  MT/FLATHEAD
 TM0833  USGS QUAD   -  GATEWAY PASS (1995)
 TM0833
 TM0833                         *CURRENT SURVEY CONTROL
 TM0833  ___________________________________________________________________
 TM0833* NAD 83(1992)-  48 07 04.69483(N)    112 59 00.71007(W)     ADJUSTED  
 TM0833* NAVD 88     -      2619.6    (meters)    8594.     (feet)  VERTCON   
 TM0833  ___________________________________________________________________
 TM0833  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 TM0833  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 TM0833
 TM0833  HORZ ORDER  -  FIRST
 TM0833
 TM0833.The horizontal coordinates were established by classical geodetic methods
 TM0833.and adjusted by the National Geodetic Survey in July 1992..
 TM0833
 TM0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0833
 TM0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0833
 TM0833.The geoid height was determined by GEOID03.
 TM0833
 TM0833;                    North         East     Units Scale Factor Converg.
 TM0833;SPC MT       -   435,571.741   340,828.081   MT  0.99957937   -2 32 53.6
 TM0833;SPC MT       - 1,429,041.15  1,118,202.37   iFT  0.99957937   -2 32 53.6
 TM0833;UTM  12      - 5,331,315.134   352,378.355   MT  0.99986777   -1 28 37.4
 TM0833
 TM0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0833!SPC MT       -   0.99959165  x   0.99957937  =   0.99917119
 TM0833!UTM  12      -   0.99959165  x   0.99986777  =   0.99945947
 TM0833
 TM0833|---------------------------------------------------------------------|
 TM0833| PID    Reference Object                     Distance      Geod. Az  |
 TM0833|                                                           dddmmss.s |
 TM0833| CN3514 FIELD MTN RM 1                        4.475 METERS 01947     |
 TM0833| CN3513 FIELD MTN AZ MK                                    0365420.3 |
 TM0833| CN3515 FIELD MTN RM 2                        7.169 METERS 14308     |
 TM0833| TM0904 RED PLUME MTN LOOKOUT TOWER         APPROX.24.2 KM 2782759.4 |
 TM0833|---------------------------------------------------------------------|
 TM0833
 TM0833                          SUPERSEDED SURVEY CONTROL
 TM0833
 TM0833  NAD 83(1986)-  48 07 04.70457(N)    112 59 00.69902(W) AD(       ) 1
 TM0833  NAD 27      -  48 07 04.86802(N)    112 58 57.46843(W) AD(       ) 1
 TM0833  NGVD 29 (07/19/86) 2618.3    (m)         8590.     (f) VERT ANG       
 TM0833
 TM0833.Superseded values are not recommended for survey control.
 TM0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0833.See file dsdata.txt to determine how the superseded data were derived.
 TM0833
 TM0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU5237831315(NAD 83)
 TM0833_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0833_SETTING: 66 = SET IN ROCK OUTCROP
 TM0833
 TM0833  HISTORY     - Date     Condition        Report By
 TM0833  HISTORY     - 1963     MONUMENTED       CGS
 TM0833
 TM0833                          STATION DESCRIPTION
 TM0833
 TM0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0833'THE STATION IS ON THE HIGHEST POINT OF MOUNT FIELDS, A DOUBLE
 TM0833'TOPPED MOUNTAIN.  THE STATION IS ON THE WEST ONE OF TWO PEAKS.
 TM0833'IT IS ABOUT 30-1/2 MILES SOUTH OF BROWNING, 24-1/2 MILES SOUTHEAST
 TM0833'OF EAST GLACIER AND 13-1/2 MILES SOUTHWEST OF HEART BUTTE.
 TM0833'
 TM0833'THE STATION WAS REACHED BY HELICOPTER, A LANDING WAS MADE AT
 TM0833'THE STATION.
 TM0833'
 TM0833'THE STATION MARK IS A STANDARD DISK, STAMPED FIELD MTN 1963,
 TM0833'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP FLUSH
 TM0833'WITH THE GROUND.
 TM0833'
 TM0833'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FIELD MTN NO 1
 TM0833'1963, CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP
 TM0833'FLUSH WITH THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 TM0833'STATION.
 TM0833'
 TM0833'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FIELD MTN NO 2
 TM0833'1963, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT ROCK OUTCROP
 TM0833'PROJECTING 6 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0833'
 TM0833'AZIMUTH MARK IS A STANDARD DISK, STAMPED FIELD MTN 1963,
 TM0833'CEMENTED IN A DRILL HOLE IN A 3 X 7 FOOT ROCK OUTCROP PROJECTING
 TM0833'1 FOOT.  TO REACH FROM THE STATION, GO NORTHEAST, DOWN HILL
 TM0833'AND ACROSS SADDLE FOR ABOUT 1/4 MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0942 ***********************************************************************
 RX0942  DESIGNATION -  FIELDS
 RX0942  PID         -  RX0942
 RX0942  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0942  USGS QUAD   -  FINN (1968)
 RX0942
 RX0942                         *CURRENT SURVEY CONTROL
 RX0942  ___________________________________________________________________
 RX0942* NAD 83(1992)-  46 51 31.60224(N)    112 40 00.52715(W)     ADJUSTED  
 RX0942* NAVD 88     -      2265.4    (meters)    7432.     (feet)  VERTCON   
 RX0942  ___________________________________________________________________
 RX0942  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 RX0942  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 RX0942
 RX0942  HORZ ORDER  -  FIRST
 RX0942
 RX0942.The horizontal coordinates were established by classical geodetic methods
 RX0942.and adjusted by the National Geodetic Survey in July 1992..
 RX0942
 RX0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0942
 RX0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0942
 RX0942.The geoid height was determined by GEOID03.
 RX0942
 RX0942;                    North         East     Units Scale Factor Converg.
 RX0942;SPC MT       -   294,765.629   358,722.531   MT  0.99939623   -2 18 59.5
 RX0942;SPC MT       -   967,078.84  1,176,911.19   iFT  0.99939623   -2 18 59.5
 RX0942;UTM  12      - 5,190,819.528   372,947.205   MT  0.99979841   -1 12 59.0
 RX0942
 RX0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0942!SPC MT       -   0.99964704  x   0.99939623  =   0.99904348
 RX0942!UTM  12      -   0.99964704  x   0.99979841  =   0.99944552
 RX0942
 RX0942|---------------------------------------------------------------------|
 RX0942| PID    Reference Object                     Distance      Geod. Az  |
 RX0942|                                                           dddmmss.s |
 RX0942| CN3516 FIELDS RM 1                           9.098 METERS 10804     |
 RX0942| CN3517 FIELDS RM 2                          13.454 METERS 16604     |
 RX0942| RX0943 DALTON                              APPROX. 4.0 KM 2511443.2 |
 RX0942|---------------------------------------------------------------------|
 RX0942
 RX0942                          SUPERSEDED SURVEY CONTROL
 RX0942
 RX0942  NAD 83(1986)-  46 51 31.60734(N)    112 40 00.51523(W) AD(       ) 1
 RX0942  NAD 27      -  46 51 31.82460(N)    112 39 57.37980(W) AD(       ) 1
 RX0942  NGVD 29 (07/19/86) 2264.2    (m)         7428.     (f) VERT ANG       
 RX0942
 RX0942.Superseded values are not recommended for survey control.
 RX0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0942.See file dsdata.txt to determine how the superseded data were derived.
 RX0942
 RX0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS7294790820(NAD 83)
 RX0942_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RX0942_SETTING: 66 = SET IN ROCK OUTCROP
 RX0942
 RX0942  HISTORY     - Date     Condition        Report By
 RX0942  HISTORY     - 1960     MONUMENTED       CGS
 RX0942  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RX0942
 RX0942                          STATION DESCRIPTION
 RX0942
 RX0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 RX0942'THE STATION IS ABOUT 7-1/4 MILES SOUTH AND 3/4 MILE EAST OF
 RX0942'LINCOLN, 150 FEET NORTH AND ABOUT 10 FEET LOWER THAN THE
 RX0942'HIGHEST POINT OF THE MOST NORTHERLY ONE OF TWO WOODED HUMPS
 RX0942'WHICH FORMS A PROMINENT MOUNTAIN, BETWEEN NEVADA AND POORMAN
 RX0942'CREEKS, IN THE HELENA NATIONAL FOREST AND IN SECTION 30,
 RX0942'T 13 N, R 8 W.  ELEVATION APPROXIMATELY 7000 FEET.
 RX0942'
 RX0942'TO REACH THE STATION FROM THE POST OFFICE IN HELMVILLE, GO
 RX0942'NORTHEASTERLY ON STATE HIGHWAY 271 FOR 1.75 MILE, TAKE THE
 RX0942'RIGHT FORK AND CONTINUE SOUTHEASTERLY ON HIGHWAY 272 FOR
 RX0942'12.1 MILES TO A CATTLE GUARD AND A SIDE ROAD ON THE LEFT
 RX0942'AT A SIGN JEFFERSON CREEK ROAD 2.  TURN LEFT CROSS THE CATTLE
 RX0942'GUARD AND GO NORTHEASTERLY FOR 1.15 MILE TO A FORK AT A SIGN
 RX0942'JEFFERSON CREEK RD.  TAKE THE RIGHT FORK FOR 0.55 MILE, PASS
 RX0942'THROUGH A GATE AND CONTINUE ON THE MAIN ROAD FOR 1.1 MILE TO
 RX0942'AN OLD SAWMILL SITE ON THE LEFT.  CONTINUE NORTHEASTERLY
 RX0942'UP JEFFERSON CREEK ON THE MAIN TRAVELED ROAD FOR 1.2 MILE TO
 RX0942'TWO LOG CABINS AND SEVERAL HOUSE TRAILERS ON THE RIGHT AND
 RX0942'LEFT, RESPECTIVELY.  CONTINUE ABOUT 0.05 MILE TO A POINT WHERE
 RX0942'A T-ROAD LEADS RIGHT AND ANOTHER ROAD AT ABOUT 45
 RX0942'DEGREES.  BEAR RIGHT ON THE MIDDLE ONE OF THREE ROADS
 RX0942'FOR 2.05 MILE TO A MINING CABIN ON THE LEFT AT A SIGN LONE
 RX0942'JACK MINE.  A 4-WHEEL DRIVE VEHICLE IS REQUIRED FROM
 RX0942'THIS POINT ON.  BEAR RIGHT AND CONTINUE STRAIGHT AHEAD ON
 RX0942'AN OLD ROAD FOR 0.55 MILE TO A ROAD SHARP LEFT, (TOO
 RX0942'SHARP TO MAKE A LEFT TURN) AT A SPRUCE TREE ON THE LEFT
 RX0942'WITH A TRIANGLE BLAZE.  CONTINUE STRAIGHT AHEAD FOR 0.05
 RX0942'MILE TO AN OLD LOG CABIN, TURN AROUND, BACK TRACK 0.05 MILE,
 RX0942'KEEP THE RIGHT FORK AND GO NORTHWESTERLY UP GRADE FOR 0.8
 RX0942'MILE TO THE END OF TRUCK TRAVEL AT A SPRUCE TREE ON THE
 RX0942'RIGHT WITH A TRIANGLE BLAZE A FEW YARDS BEFORE REACHING
 RX0942'AN OLD MINE SHAFT.  FROM THIS POINT PACK NORTHEASTERLY AT
 RX0942'ABOUT A RIGHT ANGLE TO THE ROAD FOR 0.35 MILE TO THE TOP
 RX0942'OF A RIDGE.  THENCE LEFT OR NORTHWESTERLY ALONG THE TOP OF
 RX0942'THE RIDGE FOR ABOUT 1/2 MILE TO WHAT APPEARS TO BE THE HIGHEST
 RX0942'POINT OF THE MOUNTAIN TO A DEAD SNAG WITH A TRIANGLE BLAZE.
 RX0942'CONTINUE NORTHERLY THROUGH WOODS AND ACROSS A SLIGHT SADDLE TO
 RX0942'THE NORTH END OF THE MOUNTAIN AND THE STATION, 1 HOUR PACK.
 RX0942'
 RX0942'THE STATION MARK IS A STANDARD DISK STAMPED, FIELDS 1960,
 RX0942'CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 2-1/2 FOOT ROCK
 RX0942'OUTCROP PROJECTING 8 INCHES.  IT IS 15.3 FEET NORTH OF A TREE
 RX0942'HAVING A TRIANGULAR BLAZE ON THE NORTHEAST SIDE.
 RX0942'
 RX0942'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, FIELDS NO 1 1960,
 RX0942'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING
 RX0942'6 INCHES.  IT IS 27 FEET EAST OF THE TREE.
 RX0942'
 RX0942'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, FIELDS NO 2 1960,
 RX0942'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING
 RX0942'6 INCHES.  IT IS 29 FEET SOUTH OF THE TREE AND 1 FOOT LOWER
 RX0942'THAN THE STATION.
 RX0942'
 RX0942'DALTON (USFS) 1956 IS LOCATED AT THE CENTER OF THE BASE OF
 RX0942'THE DALTON LOOKOUT.
 RX0942'
 RX0942'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 RX0942'
 RX0942'THE OBSERVING UNIT REACHED THE STATION BY HELICOPTER AND
 RX0942'LANDED ON THE MOST SOUTHERLY ONE OF THE TWO HUMPS.  ABOUT A
 RX0942'15 MINUTE WALK TO THE STATION.  THE ABOVE ROUTING TO THE
 RX0942'STATION WAS FURNISHED BY THE RECONNAISSANCE AND WAS NOT
 RX0942'FOLLOWED OR CHECKED BY THE OBSERVING UNIT.
 RX0942
 RX0942                          STATION RECOVERY (1960)
 RX0942
 RX0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (REA)
 RX0942'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RX0942'CONDITION.  THE ROUTING TO THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0317 ***********************************************************************
 QU0317  DESIGNATION -  FIFTEEN
 QU0317  PID         -  QU0317
 QU0317  STATE/COUNTY-  MT/POWDER RIVER
 QU0317  USGS QUAD   -  OLIPHANT BUTTE (1979)
 QU0317
 QU0317                         *CURRENT SURVEY CONTROL
 QU0317  ___________________________________________________________________
 QU0317* NAD 83(1992)-  45 39 39.55866(N)    105 09 17.12961(W)     ADJUSTED  
 QU0317* NAVD 88     -       988.4    (meters)    3243.     (feet)  VERTCON   
 QU0317  ___________________________________________________________________
 QU0317  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 QU0317  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 QU0317
 QU0317  HORZ ORDER  -  SECOND
 QU0317
 QU0317.The horizontal coordinates were established by classical geodetic methods
 QU0317.and adjusted by the National Geodetic Survey in July 1992..
 QU0317
 QU0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0317
 QU0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0317
 QU0317.The geoid height was determined by GEOID03.
 QU0317
 QU0317;                    North         East     Units Scale Factor Converg.
 QU0317;SPC MT       -   166,200.392   938,360.306   MT  0.99966760   +3 10 42.8
 QU0317;SPC MT       -   545,276.88  3,078,609.93   iFT  0.99966760   +3 10 42.8
 QU0317;UTM  13      - 5,056,393.759   487,943.740   MT  0.99960179   -0 06 38.5
 QU0317
 QU0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0317!SPC MT       -   0.99984752  x   0.99966760  =   0.99951517
 QU0317!UTM  13      -   0.99984752  x   0.99960179  =   0.99944937
 QU0317
 QU0317:                Primary Azimuth Mark                     Grid Az
 QU0317:SPC MT       -  FIFTEEN AZ MK                            097 31 15.4
 QU0317:UTM  13      -  FIFTEEN AZ MK                            100 48 36.7
 QU0317
 QU0317|---------------------------------------------------------------------|
 QU0317| PID    Reference Object                     Distance      Geod. Az  |
 QU0317|                                                           dddmmss.s |
 QU0317| CQ8368 FIFTEEN AZ MK                                      1004158.2 |
 QU0317| CQ8369 FIFTEEN RM 1                          6.169 METERS 16223     |
 QU0317| CQ8370 FIFTEEN RM 2                          7.888 METERS 29343     |
 QU0317|---------------------------------------------------------------------|
 QU0317
 QU0317                          SUPERSEDED SURVEY CONTROL
 QU0317
 QU0317  NAD 83(1986)-  45 39 39.54551(N)    105 09 17.10894(W) AD(       ) 2
 QU0317  NAD 27      -  45 39 39.55700(N)    105 09 15.17900(W) AD(       ) 2
 QU0317  NGVD 29 (07/19/86)  987.8    (m)         3241.     (f) VERT ANG       
 QU0317
 QU0317.Superseded values are not recommended for survey control.
 QU0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0317.See file dsdata.txt to determine how the superseded data were derived.
 QU0317
 QU0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL8794456394(NAD 83)
 QU0317_MARKER: DS = TRIANGULATION STATION DISK
 QU0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0317
 QU0317  HISTORY     - Date     Condition        Report By
 QU0317  HISTORY     - 1949     MONUMENTED       CGS
 QU0317
 QU0317                          STATION DESCRIPTION
 QU0317
 QU0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0317'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW FLAT
 QU0317'TOPPED BUTTE, ABOUT 19 MILES NORTHEAST OF BROADUS, 6 MILES
 QU0317'SOUTH-SOUTHWEST OF POWDERVILLE POST OFFICE, 4 MILES EAST
 QU0317'OF THE POWDER RIVER, 0.15 MILE NORTH OF AN EAST-WEST SECTION
 QU0317'LINE FENCE, 0.2 MILE NORTHWEST OF A DIRT ROAD, AND ON LAND
 QU0317'OWNED BY MR. J.D. NESBITT.
 QU0317'
 QU0317'TO REACH THE STATION FROM THE POST OFFICE IN BROADUS, GO
 QU0317'SOUTH AND EAST ON U.S. HIGHWAY 212 FOR 1.9 MILES TO A SIDE
 QU0317'ROAD ON THE LEFT, TURN LEFT, NORTHERLY, AND FOLLOW THE MAIN
 QU0317'GRADED DIRT ROAD FOR 5.25 MILES TO A T-JUNCTION, TURN LEFT,
 QU0317'AND CONTINUE NORTHERLY, ON THE MAIN DIRT ROAD FOR 2.2 MILES
 QU0317'TO A SIDE ROAD ON THE LEFT, TURN LEFT, NORTHERLY, AND CONTINUE
 QU0317'ON THE MAIN GRADED DIRT ROAD FOR 14.95 MILES TO AN ANGLING
 QU0317'CROSS ROAD, CONTINUE NORTHERLY ON THE MAIN DIRT ROAD FOR 1.83
 QU0317'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 QU0317'NORTHERLY ON THE MAIN GRADED DIRT ROAD FOR 0.35 MILE*, TURN
 QU0317'LEFT, NORTHWESTERLY, UP A DRAW ACROSS PASTURE LAND FOR 0.2
 QU0317'MILE TO THE BASE OF A LOW BUTTE AND THE END OF TRUCK
 QU0317'TRAVEL, PACK WESTERLY TO THE SUMMIT AND STATION.  A
 QU0317'5-MINUTE PACK.
 QU0317'
 QU0317'THE STATION MARK IS 7 FEET SOUTHWEST OF A WITNESS POST.  THE
 QU0317'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FIFTEEN 1949.
 QU0317'
 QU0317'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS
 QU0317'STAMPED FIFTEEN NO 1 1949.
 QU0317'
 QU0317'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QU0317'FIFTEEN NO 2 1949.
 QU0317'
 QU0317'THE AZIMUTH MARK IS 32 FEET NORTH OF THE APPROXIMATE CENTERLINE
 QU0317'OF A GRADED DIRT ROAD, AND 3.8 FEET WEST OF A WITNESS POST.
 QU0317'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED FIFTEEN
 QU0317'1949.
 QU0317'
 QU0317'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10-INCH
 QU0317'SQUARE CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0456 ***********************************************************************
 TK0456  DESIGNATION -  FIFTEENMILE
 TK0456  PID         -  TK0456
 TK0456  STATE/COUNTY-  MT/BLAINE
 TK0456  USGS QUAD   -  RABBIT HILLS (1964)
 TK0456
 TK0456                         *CURRENT SURVEY CONTROL
 TK0456  ___________________________________________________________________
 TK0456* NAD 83(1992)-  48 44 38.85192(N)    109 07 52.23929(W)     ADJUSTED  
 TK0456* NAVD 88     -       883.0    (meters)    2897.     (feet)  VERTCON   
 TK0456  ___________________________________________________________________
 TK0456  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 TK0456  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TK0456
 TK0456  HORZ ORDER  -  FIRST
 TK0456
 TK0456.The horizontal coordinates were established by classical geodetic methods
 TK0456.and adjusted by the National Geodetic Survey in July 1992..
 TK0456
 TK0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0456
 TK0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0456
 TK0456.The geoid height was determined by GEOID03.
 TK0456
 TK0456;                    North         East     Units Scale Factor Converg.
 TK0456;SPC MT       -   499,478.455   627,121.277   MT  0.99985284   +0 16 11.3
 TK0456;SPC MT       - 1,638,708.84  2,057,484.50   iFT  0.99985284   +0 16 11.3
 TK0456;UTM  12      - 5,400,696.742   637,386.064   MT  0.99983189   +1 24 18.5
 TK0456
 TK0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0456!SPC MT       -   0.99986422  x   0.99985284  =   0.99971708
 TK0456!UTM  12      -   0.99986422  x   0.99983189  =   0.99969614
 TK0456
 TK0456|---------------------------------------------------------------------|
 TK0456| PID    Reference Object                     Distance      Geod. Az  |
 TK0456|                                                           dddmmss.s |
 TK0456| CQ6521 FIFTEENMILE RM 2                     13.273 METERS 01041     |
 TK0456| CQ6520 FIFTEENMILE RM 1                     14.418 METERS 11101     |
 TK0456| TK0469 UNIDENTIFIED BUTTE BY CLEVLAND      APPROX.56.8 KM 1745147.1 |
 TK0456| TK0452 CHINOOK U AND I SUGAR CO STK        APPROX.18.2 KM 2003347.1 |
 TK0456| TK0454 CHINOOK MUNICIPAL TANK              APPROX.18.2 KM 2032808.1 |
 TK0456| TK0490 MOUNT BEAR PAW HIGHEST PEAK         APPROX.76.5 KM 2102001.8 |
 TK0456| TK0510 SADDLE BUTTE HIGHEST PEAK           APPROX.44.8 KM 2361213.3 |
 TK0456| CQ6519 FIFTEENMILE AZ MK                                  3523520.2 |
 TK0456|---------------------------------------------------------------------|
 TK0456
 TK0456                          SUPERSEDED SURVEY CONTROL
 TK0456
 TK0456  NAD 83(1986)-  48 44 38.86012(N)    109 07 52.22719(W) AD(       ) 1
 TK0456  NAD 27      -  48 44 38.84500(N)    109 07 49.63000(W) AD(       ) 1
 TK0456  NGVD 29 (07/19/86)  882.2    (m)         2894.     (f) VERT ANG       
 TK0456
 TK0456.Superseded values are not recommended for survey control.
 TK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0456.See file dsdata.txt to determine how the superseded data were derived.
 TK0456
 TK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV3738600697(NAD 83)
 TK0456_MARKER: P = PIPE CAP
 TK0456_SETTING: 0 = UNSPECIFIED SETTING
 TK0456
 TK0456  HISTORY     - Date     Condition        Report By
 TK0456  HISTORY     - 1949     MONUMENTED       USGS
 TK0456  HISTORY     - 1949     GOOD             CGS
 TK0456
 TK0456                          STATION DESCRIPTION
 TK0456
 TK0456'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MJT)
 TK0456'THE STATION IS ABOUT 4 MILES EAST AND 11 MILES NORTH OF
 TK0456'CHINOOK, ON A LOW GRASSY KNOLL, WHICH IS THE HIGHEST POINT
 TK0456'IN THE IMMEDIATE VICINITY.  IT IS ABOUT 200 FEET SOUTHEAST
 TK0456'OF AN OLD CONCRETE FOUNDATION AND 32 FEET SOUTH OF A WITNESS
 TK0456'POST.
 TK0456'
 TK0456'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 TK0456'AND INDIANA AVENUE IN CHINOOK, GO EAST ON HIGHWAY 2 FOR
 TK0456'3.5 MILES TO A T-ROAD, TURN LEFT, CROSS RAILROAD TRACKS
 TK0456'AND GO NORTH 11.5 MILES TO A CATTLE GUARD ON THE RIGHT, TURN
 TK0456'RIGHT, CROSS CATTLE GUARD AND GO EAST 1.0 MILE TO A DIM FORK,
 TK0456'BEAR RIGHT, GO SOUTH 0.1 MILE TO THE AZIMUTH MARK ON THE
 TK0456'LEFT, CONTINUE SOUTH 0.8 MILE TO THE STATION.
 TK0456'
 TK0456'STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 TK0456'BENCH MARK BRONZE CAP BOLTED TO THE TOP OF A 4-INCH IRON
 TK0456'PIPE THAT PROJECTS 12 INCHES.  THE CAP IS NOT STAMPED.
 TK0456'
 TK0456'REFERENCE MARK NO. 1 IS 69 FEET SOUTHEAST OF THE WITNESS
 TK0456'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TK0456'FIFTEENMILE USGS NO 1 1949.
 TK0456'
 TK0456'REFERENCE MARK NO. 2 IS 18 FEET NORTHEAST OF THE WITNESS
 TK0456'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TK0456'FIFTEENMILE USGS NO 2 1949.
 TK0456'
 TK0456'THE AZIMUTH MARK IS 0.8 MILE FROM THE STATION.  IT IS 19
 TK0456'FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, AND
 TK0456'7 FEET SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 5
 TK0456'INCHES AND THE DISK IS STAMPED FIFTEENMILE USGS 1949.
 TK0456'
 TK0456'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET
 TK0456'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 TK0456'
 TK0456'A 4 FOOT STAND AT STATION FIFTEENMILE (USGS) WILL SEE 4
 TK0456'FOOT STANDS AT STATIONS, BLAINE, NORTH FORK (USGS), BOX
 TK0456'ELDER (USGS), YANT, WALKER (USGS), HAVRE S BASE 1923, AND
 TK0456'CHERRY 1923.
 TK0456
 TK0456                          STATION RECOVERY (1949)
 TK0456
 TK0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 TK0456'RECOVERED.
 TK0456'
 TK0456'STATION MARK - STANDARD USGS BENCH MARK BRONZE CAP BOLTED TO THE TOP
 TK0456'OF A 4 IN. IRON PIPE THAT PROJECTS 12 IN.  THE CAP IS NOT STAMPED.
 TK0456'
 TK0456'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0771 ***********************************************************************
 TH0771  DESIGNATION -  FIL
 TH0771  PID         -  TH0771
 TH0771  STATE/COUNTY-  MT/VALLEY
 TH0771  USGS QUAD   -  
 TH0771
 TH0771                         *CURRENT SURVEY CONTROL
 TH0771  ___________________________________________________________________
 TH0771* NAD 83(1992)-  49 01 06.77838(N)    105 21 56.77478(W)     ADJUSTED  
 TH0771* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 TH0771  ___________________________________________________________________
 TH0771  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 TH0771  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 TH0771
 TH0771  HORZ ORDER  -  THIRD
 TH0771
 TH0771.The horizontal coordinates were established by classical geodetic methods
 TH0771.and adjusted by the National Geodetic Survey in July 1992..
 TH0771
 TH0771.The orthometric height was scaled from a topographic map.
 TH0771
 TH0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0771
 TH0771.The geoid height was determined by GEOID03.
 TH0771
 TH0771;                    North         East     Units Scale Factor Converg.
 TH0771;SPC MT       -   537,909.302   902,259.688   MT  1.00001147   +3 01 27.1
 TH0771;SPC MT       - 1,764,794.30  2,960,169.58   iFT  1.00001147   +3 01 27.1
 TH0771;UTM  13      - 5,429,582.293   473,256.564   MT  0.99960879   -0 16 34.1
 TH0771
 TH0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0771!SPC MT       -   0.99987920  x   1.00001147  =   0.99989067
 TH0771!UTM  13      -   0.99987920  x   0.99960879  =   0.99948804
 TH0771
 TH0771:                Primary Azimuth Mark                     Grid Az
 TH0771:SPC MT       -  NEIL                                     086 36 07.1
 TH0771:UTM  13      -  NEIL                                     089 54 08.3
 TH0771
 TH0771|---------------------------------------------------------------------|
 TH0771| PID    Reference Object                     Distance      Geod. Az  |
 TH0771|                                                           dddmmss.s |
 TH0771| TH0873 NEIL                                APPROX. 7.9 KM 0893734.2 |
 TH0771|---------------------------------------------------------------------|
 TH0771
 TH0771                          SUPERSEDED SURVEY CONTROL
 TH0771
 TH0771  NAD 83(1986)-  49 01 06.77915(N)    105 21 56.77615(W) AD(       ) 3
 TH0771
 TH0771.Superseded values are not recommended for survey control.
 TH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0771.See file dsdata.txt to determine how the superseded data were derived.
 TH0771
 TH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ7325729582(NAD 83)
 TH0771_MARKER: DD = SURVEY DISK
 TH0771_SETTING: 0 = UNSPECIFIED SETTING
 TH0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0771
 TH0771  HISTORY     - Date     Condition        Report By
 TH0771  HISTORY     - 1911     MONUMENTED       IBC
 TH0771
 TH0771                          STATION DESCRIPTION
 TH0771
 TH0771'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0771'ABOUT 1-1/4 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 540, IN
 TH0771'SW 1/4 SECTION 12, TOWNSHIP 1, RANGE 26 W, SECOND MERIDIAN.  THE
 TH0771'STATION IS ON THE MIDDLE ONE OF SEVERAL SMALL MOUNDS FROM A RIDGE
 TH0771'EXTENDING NORTH - NORTHEASTWARD.
 TH0771'
 TH0771'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TH0771'CONCRETE PIER.  ONE REFERENCE MARK IS A CROSSED ARROW ON A GRANITE
 TH0771'BOULDER 9.395 METERS FROM THE STATION IN BEARING 20 DEGREES.  A
 TH0771'SECOND REFERENCE MARK IS AN ARROW ON A GRANITE BOULDER 5.87 METERS
 TH0771'FROM THE STATION IN BEARING 155 DEGREES.  A THIRD REFERENCE MARK
 TH0771'IS A CROSS ON A GRANITE BOULDER 9.37 METERS FROM THE STATION IN
 TH0771'BEARING 340 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0535 ***********************************************************************
 QY0535  DESIGNATION -  FINAL
 QY0535  PID         -  QY0535
 QY0535  STATE/COUNTY-  MT/BEAVERHEAD
 QY0535  USGS QUAD   -  ELI SPRING (1976)
 QY0535
 QY0535                         *CURRENT SURVEY CONTROL
 QY0535  ___________________________________________________________________
 QY0535* NAD 83(1992)-  45 06 01.15060(N)    112 57 39.55706(W)     ADJUSTED  
 QY0535* NAVD 88     -      2148.0    (meters)    7047.     (feet)  VERTCON   
 QY0535  ___________________________________________________________________
 QY0535  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 QY0535  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 QY0535
 QY0535  HORZ ORDER  -  THIRD
 QY0535
 QY0535.The horizontal coordinates were established by classical geodetic methods
 QY0535.and adjusted by the National Geodetic Survey in July 1992..
 QY0535
 QY0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0535
 QY0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0535
 QY0535.The geoid height was determined by GEOID03.
 QY0535
 QY0535;                    North         East     Units Scale Factor Converg.
 QY0535;SPC MT       -   100,530.030   327,693.294   MT  0.99994127   -2 31 54.2
 QY0535;SPC MT       -   329,822.93  1,075,109.23   iFT  0.99994127   -2 31 54.2
 QY0535;UTM  12      - 4,995,965.322   345,714.147   MT  0.99989270   -1 23 21.6
 QY0535
 QY0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0535!SPC MT       -   0.99966515  x   0.99994127  =   0.99960644
 QY0535!UTM  12      -   0.99966515  x   0.99989270  =   0.99955788
 QY0535
 QY0535:                Primary Azimuth Mark                     Grid Az
 QY0535:SPC MT       -  GRAY                                     265 27 19.0
 QY0535:UTM  12      -  GRAY                                     264 18 46.4
 QY0535
 QY0535|---------------------------------------------------------------------|
 QY0535| PID    Reference Object                     Distance      Geod. Az  |
 QY0535|                                                           dddmmss.s |
 QY0535| QY0585 GRAY                                APPROX. 3.2 KM 2625524.8 |
 QY0535|---------------------------------------------------------------------|
 QY0535
 QY0535                          SUPERSEDED SURVEY CONTROL
 QY0535
 QY0535  NAD 83(1986)-  45 06 01.14901(N)    112 57 39.55609(W) AD(       ) 3
 QY0535  NAD 27      -  45 06 01.43074(N)    112 57 36.41630(W) AD(       ) 3
 QY0535  NGVD 29 (07/19/86) 2146.7    (m)         7043.     (f) VERT ANG       
 QY0535
 QY0535.Superseded values are not recommended for survey control.
 QY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0535.See file dsdata.txt to determine how the superseded data were derived.
 QY0535
 QY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ4571495965(NAD 83)
 QY0535_MARKER: DD = SURVEY DISK
 QY0535_SETTING: 66 = SET IN ROCK OUTCROP
 QY0535_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 QY0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0535+STABILITY: POSITION/ELEVATION WELL
 QY0535
 QY0535  HISTORY     - Date     Condition        Report By
 QY0535  HISTORY     - 1950     MONUMENTED       USGS
 QY0535
 QY0535                          STATION DESCRIPTION
 QY0535
 QY0535'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0535'STATION (THREE-POINT) IS IN SEC. 33, T 8 S, R 11 W, ON THE HIGHEST
 QY0535'MOST WESTERN EXTREMITY OF A LONG PARTLY WOODED RIDGE S. OF GRASSHOPPER
 QY0535'CREEK AND PARALLEL TO IT ABOUT 4.5 MI. SE. OF BANNACK, MONTANA.
 QY0535'
 QY0535'TO REACH FROM JUNCTION OF SALMON IDAHO ROAD AND U.S. HIGHWAY 91 AT
 QY0535'ARMSTEAD, MONTANA, GO W. ON SALMON ROAD (HORSE PRAIRIE) 1.8 MI. TO
 QY0535'ENTRANCE TO GWYN BROWN RANCH.  TURN RIGHT THROUGH RANCH YARD 0.1 MI.
 QY0535'TO MEADOW GATE AT NE. SIDE OF MAIN RANCH BUILDINGS.  GO THRU MEADOW
 QY0535'1.0 MI. TO STREAM CROSSING AND 0.6 MI. TO GATE WHICH IS APPROXIMATELY
 QY0535'500 FT. N. OF N. EDGE OF MEADOW (POLE GATE).  CONTINUE NORTHERLY ON
 QY0535'MAIN TRACK RD. 1.0 MI. TO GATE.  CONTINUE STRAIGHT 0.5 MI. TO Y-RD.
 QY0535'TAKE RIGHT (N.) 0.7 MI. TO GATE.  CONTINUE 1.3 MI. TO Y-RD.  TAKE
 QY0535'RIGHT 1.0 MI. TO Y-RD.  TAKE LEFT FORK 0.8 MI. TO ANOTHER Y-RD.
 QY0535'CONTINUE LEFT 0.2 MI., THENCE OVER HILL 0.8 MI. TO FORK RD.  TAKE
 QY0535'RIGHT FORK 1.4 MI. TO FENCE.  CONTINUE STRAIGHT 0.4 MI. TO Y-RD.,
 QY0535'TAKE RIGHT FORK N. 0.6 MI. TO SPRING.  CONTINUE STRAIGHT AHEAD NW.
 QY0535'ON DIM TRACK BECOMING DEEPLY RUTTED.  FOLLOW ALONG SIDE RUTS LEADING
 QY0535'TO BROKEN FENCE ABOUT .75 MI. AND TURN RIGHT (NW.) CROSS COUNTRY
 QY0535'TOWARD LONG BARREN RIDGE WITH SCATTERED TREES.  JEEP CAN BE DRIVEN TO
 QY0535'TOP OF THIS RIDGE AND TO MOST WESTERLY END AND STATION SITE ABOUT 1.5
 QY0535'MI. FROM LAST GATE.
 QY0535'
 QY0535'STATION MARK--A STANDARD BRONZE TABLET STAMPED ---W-FINAL, 1950, VABM
 QY0535'7043---, SET IN CEMENT IN DRILL HOLE IN SOLID LIMESTONE BEDROCK (LEVEL
 QY0535'SURFACE) FLUSH WITH GROUND ON HIGHEST POINT OF RIDGE 30 FT. FROM WHERE
 QY0535'RIDGE DROPS DOWN WESTERLY TO BOTTOM OF RAVINE.
 QY0535'
 QY0535'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1460 ***********************************************************************
 SS1460  DESIGNATION -  FINIGAN
 SS1460  PID         -  SS1460
 SS1460  STATE/COUNTY-  MT/CASCADE
 SS1460  USGS QUAD   -  MOUNT CECELIA (1983)
 SS1460
 SS1460                         *CURRENT SURVEY CONTROL
 SS1460  ___________________________________________________________________
 SS1460* NAD 83(1992)-  47 15 23.39320(N)    111 50 38.41990(W)     ADJUSTED  
 SS1460* NAVD 88     -      1873.2    (meters)    6146.     (feet)  VERTCON   
 SS1460  ___________________________________________________________________
 SS1460  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 SS1460  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 SS1460
 SS1460  HORZ ORDER  -  FIRST
 SS1460
 SS1460.The horizontal coordinates were established by classical geodetic methods
 SS1460.and adjusted by the National Geodetic Survey in July 1992..
 SS1460
 SS1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1460
 SS1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1460
 SS1460.The geoid height was determined by GEOID03.
 SS1460
 SS1460;                    North         East     Units Scale Factor Converg.
 SS1460;SPC MT       -   336,728.910   422,711.914   MT  0.99940167   -1 42 52.7
 SS1460;SPC MT       - 1,104,753.64  1,386,850.11   iFT  0.99940167   -1 42 52.7
 SS1460;UTM  12      - 5,234,013.883   436,141.899   MT  0.99965011   -0 37 11.5
 SS1460
 SS1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1460!SPC MT       -   0.99970861  x   0.99940167  =   0.99911045
 SS1460!UTM  12      -   0.99970861  x   0.99965011  =   0.99935882
 SS1460
 SS1460:                Primary Azimuth Mark                     Grid Az
 SS1460:SPC MT       -  GREAT FALLS ANACONDA MINE STK            057 01 22.4
 SS1460:UTM  12      -  GREAT FALLS ANACONDA MINE STK            055 55 41.2
 SS1460
 SS1460|---------------------------------------------------------------------|
 SS1460| PID    Reference Object                     Distance      Geod. Az  |
 SS1460|                                                           dddmmss.s |
 SS1460| SS1419 GREAT FALLS ANACONDA MINE STK       APPROX.53.2 KM 0551829.7 |
 SS1460| CN3519 FINIGAN RM 1                         18.582 METERS 11928     |
 SS1460| CN3520 FINIGAN RM 2                         16.285 METERS 24702     |
 SS1460| ST0518 HIGHEST PEAK RED MOUNTAINS          APPROX.69.6 KM 2572659.4 |
 SS1460| CN3518 FINIGAN AZ MK                                      2633618.8 |
 SS1460| ST0495 HIGHEST PEAK BIRD TAIL DIVIDE       APPROX.13.0 KM 2863014.3 |
 SS1460| ST0512 HAYSTACK BUTTE                      APPROX.55.6 KM 2864723.4 |
 SS1460|---------------------------------------------------------------------|
 SS1460
 SS1460                          SUPERSEDED SURVEY CONTROL
 SS1460
 SS1460  NAD 83(1986)-  47 15 23.39558(N)    111 50 38.40461(W) AD(       ) 1
 SS1460  NAD 27      -  47 15 23.58400(N)    111 50 35.43700(W) AD(       ) 1
 SS1460  NGVD 29 (07/19/86) 1872.2    (m)         6142.     (f) VERT ANG       
 SS1460
 SS1460.Superseded values are not recommended for survey control.
 SS1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1460.See file dsdata.txt to determine how the superseded data were derived.
 SS1460
 SS1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT3614234014(NAD 83)
 SS1460_MARKER: DS = TRIANGULATION STATION DISK
 SS1460_SETTING: 66 = SET IN ROCK OUTCROP
 SS1460_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SS1460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1460+STABILITY: POSITION/ELEVATION WELL
 SS1460
 SS1460  HISTORY     - Date     Condition        Report By
 SS1460  HISTORY     - 1923     MONUMENTED       CGS
 SS1460  HISTORY     - 1940     GOOD             CGS
 SS1460  HISTORY     - 1949     GOOD             CGS
 SS1460  HISTORY     - 1958     GOOD             USGS
 SS1460  HISTORY     - 1961     GOOD             CGS
 SS1460
 SS1460                          STATION DESCRIPTION
 SS1460
 SS1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (WM)
 SS1460'STATION IS ABOUT 7 MILES W OF CASCADE, ON THE HIGHEST POINT OF
 SS1460'MOUNT CECILIA, THE HIGHEST MOUNTAIN IN THIS VICINITY.  THIS
 SS1460'PEAK IS ABOUT 4 MILES NW OF FINNIGAN MOUNTAIN, AND SEVERAL HUNDRED
 SS1460'FEET HIGHER.  THE UPPER SLOPES ARE COVERED WITH A DENSE GROWTH
 SS1460'OF SMALL FIR TREES.
 SS1460'
 SS1460'STATION MARK IS STANDARD BRONZE DISK, CEMENTED IN DRILL HOLE
 SS1460'IN SOLID ROCK OUTCROP.
 SS1460'
 SS1460'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SOLID ROCK
 SS1460'OUTCROP.
 SS1460'
 SS1460'STATION IS REACHED FROM CASCADE BY FOLLOWING MAIN ROAD S 1/2
 SS1460'MILE, THENCE MAIN ROAD W TO ABOUT 6 MILES TO FOOT OF MOUNTAIN.
 SS1460'THENCE CROSS FIELD TO S TO OLD STORAGE RESERVOIR, WHERE TRUCKS
 SS1460'WERE LEFT.  FROM HERE FOLLOW UP RIDGE IN A WESTERLY DIRECTION
 SS1460'TO STATION.
 SS1460
 SS1460                          STATION RECOVERY (1940)
 SS1460
 SS1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SS1460'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A NEW
 SS1460'AZIMUTH MARK WAS ESTABLISHED.  DIRECTIONS AND DISTANCES, 1940
 SS1460'MEASUREMENTS, WERE CHECKED AND ARE CORRECT.
 SS1460'
 SS1460'STATION, STAMPED FINIGAN 1922 IS SET IN BEDROCK FLUSH WITH
 SS1460'THE GROUND.  IT IS IN A CLEARING ON THE HIGHEST PART OF MOUNT
 SS1460'CECILIA.
 SS1460'
 SS1460'REFERENCE MARK NO. 1, STAMPED FINIGAN NO. 1, 1922 IS SET IN
 SS1460'BEDROCK FLUSH WITH THE GROUND.  IT IS ON THE SE SLOPE OF THE
 SS1460'MOUNTAIN ABOUT 6.0 FEET LOWER THAN THE STATION.
 SS1460'
 SS1460'REFERENCE MARK NO. 2, STAMPED FINIGAN NO. 2, 1922 IS SET IN
 SS1460'BEDROCK FLUSH WITH THE GROUND.  IT IS ON THE W SLOPE OF THE
 SS1460'MOUNTAIN ABOUT 10.0 FEET LOWER THAN THE STATION.
 SS1460'
 SS1460'AZIMUTH MARK, STAMPED FINIGAN 1940 IS SET IN A BOULDER THAT
 SS1460'PROJECTS ABOUT 1.0 FOOT ABOVE THE GROUND.  IT IS 28.0 FEET W OF
 SS1460'THE CENTER LINE OF TRACK ROAD, AND 37.6 FEET E OF FENCE.
 SS1460'
 SS1460'STATION IS REACHED AS FOLLOWS--FROM THE CONOCO STATION AT THE
 SS1460'MAIN CORNER OF THE TOWN OF CASCADE GO S ON U.S. HIGHWAY 91 1.7
 SS1460'MILES.  TURN RIGHT, (W) ON GRAVEL ROAD AND GO IN A W AND
 SS1460'SOUTHERLY DIRECTION, ON THE MAIN-TRAVELED ROAD, AROUND THE FOOT
 SS1460'OF MOUNT CECILIA 9.75 MILES TO THE TOP OF A LONG STEEP HILL.
 SS1460'CONTINUE S ON MAIN ROAD 0.2 MILE TO FORK.  (TAKE RIGHT FORK
 SS1460'AND GO 0.2 MILE TO AZIMUTH MARK ON RIGHT, (W) SIDE OF ROAD.)
 SS1460'TURN LEFT, (E) AND GO ACROSS COUNTRY 0.75 MILE TO ROCK OUTCROP
 SS1460'AT THE FOOT OF PEAK.  FROM HERE PACK E TO HIGHEST PART OF
 SS1460'WOODED PEAK AND STATION.  STATION IS ABOUT 3/4 HOUR PACK.
 SS1460
 SS1460                          STATION RECOVERY (1949)
 SS1460
 SS1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1460'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DUE
 SS1460'TO ROAD CHANGES A NEW DESCRIPTION TO REACH THE STATION IS
 SS1460'NECESSARY.  DESCRIPTION FOLLOWS--
 SS1460'
 SS1460'THE STATION IS LOCATED ABOUT 7 MILES WEST OF CASCADE ON THE
 SS1460'HIGHEST POINT OF MT. CECILIA WHICH CAN BE IDENTIFIED BY FOUR
 SS1460'ROCK PINNACLES ON ITS NORTH SLOPE.
 SS1460'
 SS1460'TO REACH THE STATION FROM CASCADE, GO SOUTHERLY ON U.S. HIGHWAY
 SS1460'NO. 91 FOR 1.7 MILES TO A SIDE ROAD ON THE RIGHT.  THEN RIGHT,
 SS1460'WESTERLY (GRADED DIRT ROAD) FOR 5.1 MILES TO WHERE THE MAIN
 SS1460'TRAVELED ROAD BEARS RIGHT.  THEN LEFT, SOUTHERLY, THROUGH A
 SS1460'WIRE GATE FOR 1.0 MILE TO A SMALL EARTH DAM AT THE EAST EDGE OF
 SS1460'A RESERVOIR AND THE END OF TRUCK TRAVEL FOR SMALL TRUCKS.  A
 SS1460'LARGE TRUCK WITH A FOUR-SPEED TRANSMISSION WAS DRIVEN BY THIS
 SS1460'PARTY FIRST SOUTHERLY, THEN WESTERLY UP THE SLOPE OF THE
 SS1460'MOUNTAIN TO THE EDGE OF THE TIMBER LINE.  PACK WESTERLY FOR
 SS1460'35 MINUTES TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 SS1460'PACK FROM THE RESERVOIR IS 2-1/2 HOURS.
 SS1460'
 SS1460'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 SS1460'OUT CROPPING BEDROCK THAT PROJECTS 4 INCHES.  IT IS STAMPED
 SS1460'FINIGAN 1922.
 SS1460'
 SS1460'REFERENCE MARK NO. 1 IS 10 FEET WESTERLY OF A SHARP DROP TO
 SS1460'THE EAST AND IS ABOUT 6 FEET LOWER THAN THE STATION.  IT IS A
 SS1460'STANDARD DISK STAMPED FINIGAN NO 1 1922 SET IN A DRILL HOLE IN
 SS1460'OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES.
 SS1460'
 SS1460'REFERENCE MARK NO. 2 IS ABOUT 12 FEET LOWER THAN THE STATION.
 SS1460'IT IS A STANDARD DISK STAMPED FINIGAN NO 2 1922 SET IN A DRILL
 SS1460'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 8 INCHES ON ITS NORTH
 SS1460'SIDE AND ABOUT 3 FEET ON ITS SOUTH SIDE.
 SS1460'
 SS1460'DUE TO THE HEAVY GROWTH OF TIMBER THERE IS NO AZIMUTH MARK AT
 SS1460'THIS STATION.
 SS1460'
 SS1460'A 4 FOOT WOODEN STAND AT FINIGAN 1923 WILL SEE 4 FOOT WOODEN
 SS1460'STANDS AT KNEE 2, GOOSE BILL 1923, MESA (USGS), SPU, KUICH (USGS),
 SS1460'MUDDY CREEK (USGS) (MO. RC), AND BIG BEND (USGS).
 SS1460
 SS1460                          STATION RECOVERY (1958)
 SS1460
 SS1460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 SS1460'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 SS1460'
 SS1460'STATION MARK--STANDARD USC AND GS DISK CEMENTED IN DRILL HOLE IN
 SS1460'SOLID ROCK OUTCROP, STAMPED---FINIGAN 1922---.
 SS1460
 SS1460                          STATION RECOVERY (1961)
 SS1460
 SS1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1460'STATION WAS RECOVERED AS DESCRIBED IN 1940 BY A.N. STEWART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0562 ***********************************************************************
 TJ0562  DESIGNATION -  FINIS
 TJ0562  PID         -  TJ0562
 TJ0562  STATE/COUNTY-  MT/VALLEY
 TJ0562  USGS QUAD   -  BAYLOR SE (1973)
 TJ0562
 TJ0562                         *CURRENT SURVEY CONTROL
 TJ0562  ___________________________________________________________________
 TJ0562* NAD 83(1992)-  48 32 45.25237(N)    106 18 55.96835(W)     ADJUSTED  
 TJ0562* NAVD 88     -       907.1    (meters)    2976.     (feet)  VERTCON   
 TJ0562  ___________________________________________________________________
 TJ0562  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 TJ0562  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0562
 TJ0562  HORZ ORDER  -  FIRST
 TJ0562
 TJ0562.The horizontal coordinates were established by classical geodetic methods
 TJ0562.and adjusted by the National Geodetic Survey in July 1992..
 TJ0562
 TJ0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0562
 TJ0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0562
 TJ0562.The geoid height was determined by GEOID03.
 TJ0562
 TJ0562;                    North         East     Units Scale Factor Converg.
 TJ0562;SPC MT       -   482,153.895   835,000.203   MT  0.99975300   +2 19 46.0
 TJ0562;SPC MT       - 1,581,869.73  2,739,501.98   iFT  0.99975300   +2 19 46.0
 TJ0562;UTM  13      - 5,377,813.510   402,906.945   MT  0.99971582   -0 59 09.8
 TJ0562
 TJ0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0562!SPC MT       -   0.99986052  x   0.99975300  =   0.99961356
 TJ0562!UTM  13      -   0.99986052  x   0.99971582  =   0.99957638
 TJ0562
 TJ0562:                Primary Azimuth Mark                     Grid Az
 TJ0562:SPC MT       -  FINIS AZ MK                              034 38 05.3
 TJ0562:UTM  13      -  FINIS AZ MK                              037 57 01.1
 TJ0562
 TJ0562|---------------------------------------------------------------------|
 TJ0562| PID    Reference Object                     Distance      Geod. Az  |
 TJ0562|                                                           dddmmss.s |
 TJ0562| CQ6522 FINIS AZ MK                                        0365751.3 |
 TJ0562| CQ6523 FINIS RM 1                           24.816 METERS 23925     |
 TJ0562| CQ6524 FINIS RM 2                           25.030 METERS 34000     |
 TJ0562|---------------------------------------------------------------------|
 TJ0562
 TJ0562                          SUPERSEDED SURVEY CONTROL
 TJ0562
 TJ0562  NAD 83(1986)-  48 32 45.25136(N)    106 18 55.96516(W) AD(       ) 1
 TJ0562  NAD 27      -  48 32 45.15800(N)    106 18 53.86900(W) AD(       ) 1
 TJ0562  NGVD 29 (07/19/86)  906.4    (m)         2974.     (f) VERT ANG       
 TJ0562
 TJ0562.Superseded values are not recommended for survey control.
 TJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0562.See file dsdata.txt to determine how the superseded data were derived.
 TJ0562
 TJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP0290777814(NAD 83)
 TJ0562_MARKER: DS = TRIANGULATION STATION DISK
 TJ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0562
 TJ0562  HISTORY     - Date     Condition        Report By
 TJ0562  HISTORY     - 1934     MONUMENTED       CGS
 TJ0562  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TJ0562
 TJ0562                          STATION DESCRIPTION
 TJ0562
 TJ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0562'STATION IS ON ONE OF THE GRASSY HILLS WHICH FORM THE DIVIDE
 TJ0562'BETWEEN PORCUPINE CREEK AND EAST PORCUPINE CREEK.  THE STATION
 TJ0562'MARK IS 486.16 FEET NORTHWEST OF GENERAL LAND OFFICE CENTER
 TJ0562'QUARTER-SECTION CORNER IN SECTION 7.  THE DIVIDE IS SLIGHTLY
 TJ0562'HIGHER A MILE TO THE EAST.
 TJ0562'
 TJ0562'THE STATION IS REACHED FROM LARSLAN BY GOING SOUTH ON THE
 TJ0562'NASHUA ROAD 2.0 MILES TO A CROSSROADS.  TURN WEST ON SECTION-LINE
 TJ0562'ROAD AND GO 4.0 MILES TO A FENCE CORNER.  THE AZIMUTH MARK
 TJ0562'IS NEAR THIS CORNER.  TURN SOUTH AT THE FENCE CORNER AND FOLLOW
 TJ0562'THE FENCE LINE 0.5 MILE TO THE TOP OF THE RIDGE.  AT THIS
 TJ0562'POINT TURN RIGHT, WEST, AND FOLLOW THE RIDGE 0.3 MILE TO THE
 TJ0562'HIGHEST POINT AND THE STATION.
 TJ0562'
 TJ0562'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TJ0562'BRONZE DISKS SET IN CONCRETE.
 TJ0562'
 TJ0562'REFERENCE MARK NO. 1 IS WEST OF THE STATION.
 TJ0562'
 TJ0562'REFERENCE MARK NO. 2 IS NORTH OF THE STATION.
 TJ0562'
 TJ0562'THE AZIMUTH MARK IS ABOUT 0.65 MILE NORTHEAST OF THE STATION.
 TJ0562'IT IS 48 FEET EAST-NORTHEAST OF A FENCE CORNER POST AND 16
 TJ0562'FEET NORTH OF THE FENCE LINE.
 TJ0562'
 TJ0562'A 10-FOOT SIGNAL WAS ERECTED.
 TJ0562
 TJ0562                          STATION RECOVERY (1973)
 TJ0562
 TJ0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JRW)
 TJ0562'CAP AND THREE INCHES OF CONCRETE BROKEN FROM POST.  REMAINDER OF
 TJ0562'POST NOT FOUND.  FARMER TRYING TO MISS SO REMAINING POST
 TJ0562'MIGHT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0772 ***********************************************************************
 TH0772  DESIGNATION -  FINLEY
 TH0772  PID         -  TH0772
 TH0772  STATE/COUNTY-  MT/SHERIDAN
 TH0772  USGS QUAD   -  WESTBY NORTH (1983)
 TH0772
 TH0772                         *CURRENT SURVEY CONTROL
 TH0772  ___________________________________________________________________
 TH0772* NAD 83(1992)-  48 58 05.44705(N)    104 05 26.94124(W)     ADJUSTED  
 TH0772* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 TH0772  ___________________________________________________________________
 TH0772  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 TH0772  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 TH0772
 TH0772  HORZ ORDER  -  THIRD
 TH0772
 TH0772.The horizontal coordinates were established by classical geodetic methods
 TH0772.and adjusted by the National Geodetic Survey in July 1992..
 TH0772
 TH0772.The orthometric height was scaled from a topographic map.
 TH0772
 TH0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0772
 TH0772.The geoid height was determined by GEOID03.
 TH0772
 TH0772;                    North         East     Units Scale Factor Converg.
 TH0772;SPC MT       -   537,998.819   995,729.269   MT  0.99998057   +3 57 24.6
 TH0772;SPC MT       - 1,765,087.99  3,266,828.31   iFT  0.99998057   +3 57 24.6
 TH0772;SPC ND N     -   224,968.766   337,166.964   MT  1.00005506   -2 40 19.4
 TH0772;SPC ND N     -   738,086.50  1,106,190.83   iFT  1.00005506   -2 40 19.4
 TH0772;UTM  13      - 5,424,316.756   566,541.909   MT  0.99965439   +0 41 09.1
 TH0772
 TH0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0772!SPC MT       -   0.99989565  x   0.99998057  =   0.99987623
 TH0772!SPC ND N     -   0.99989565  x   1.00005506  =   0.99995071
 TH0772!UTM  13      -   0.99989565  x   0.99965439  =   0.99955008
 TH0772
 TH0772:                Primary Azimuth Mark                     Grid Az
 TH0772:SPC MT       -  KNUTE                                    254 24 08.5
 TH0772:SPC ND N     -  KNUTE                                    261 01 52.5
 TH0772:UTM  13      -  KNUTE                                    257 40 24.0
 TH0772
 TH0772|---------------------------------------------------------------------|
 TH0772| PID    Reference Object                     Distance      Geod. Az  |
 TH0772|                                                           dddmmss.s |
 TH0772| TH0790 KNUTE                               APPROX. 5.8 KM 2582133.1 |
 TH0772|---------------------------------------------------------------------|
 TH0772
 TH0772                          SUPERSEDED SURVEY CONTROL
 TH0772
 TH0772  NAD 83(1986)-  48 58 05.44686(N)    104 05 26.94135(W) AD(       ) 3
 TH0772
 TH0772.Superseded values are not recommended for survey control.
 TH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0772.See file dsdata.txt to determine how the superseded data were derived.
 TH0772
 TH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6654224317(NAD 83)
 TH0772_MARKER: DD = SURVEY DISK
 TH0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0772+STABILITY: SURFACE MOTION
 TH0772
 TH0772  HISTORY     - Date     Condition        Report By
 TH0772  HISTORY     - 1911     MONUMENTED       IBC
 TH0772
 TH0772                          STATION DESCRIPTION
 TH0772
 TH0772'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0772'ABOUT 2-1/4 MILES SOUTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TH0772'MONUMENTS 581 AND 582, NEAR THE CORNER OF SECTIONS 8, 9, 16, AND 17,
 TH0772'TOWNSHIP 37 N, RANGE 58 E, PRINCIPAL MERIDIAN.  THE STATION IS ON A
 TH0772'VERY PROMINENT HILL ON A HIGH, ROLLING RIDGE.
 TH0772'
 TH0772'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0772'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0531 ***********************************************************************
 SQ0531  DESIGNATION -  FIR
 SQ0531  PID         -  SQ0531
 SQ0531  STATE/COUNTY-  MT/PHILLIPS
 SQ0531  USGS QUAD   -  SWEDE RIDGE (1971)
 SQ0531
 SQ0531                         *CURRENT SURVEY CONTROL
 SQ0531  ___________________________________________________________________
 SQ0531* NAD 83(1992)-  47 42 45.75849(N)    107 28 19.11583(W)     ADJUSTED  
 SQ0531* NAVD 88     -       937.23   (+/-2cm)    3074.9    (feet)  VERTCON   
 SQ0531  ___________________________________________________________________
 SQ0531  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 SQ0531  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 SQ0531
 SQ0531  HORZ ORDER  -  THIRD
 SQ0531  VERT ORDER  -  THIRD ? (See Below)
 SQ0531
 SQ0531.The horizontal coordinates were established by classical geodetic methods
 SQ0531.and adjusted by the National Geodetic Survey in July 1992..
 SQ0531
 SQ0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0531.The vertical order pertains to the NGVD 29 superseded value.
 SQ0531
 SQ0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0531
 SQ0531.The geoid height was determined by GEOID03.
 SQ0531
 SQ0531;                    North         East     Units Scale Factor Converg.
 SQ0531;SPC MT       -   386,737.793   752,082.239   MT  0.99946734   +1 29 00.6
 SQ0531;SPC MT       - 1,268,824.78  2,467,461.41   iFT  0.99946734   +1 29 00.6
 SQ0531;UTM  13      - 5,287,329.846   314,585.594   MT  1.00002247   -1 49 45.3
 SQ0531
 SQ0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0531!SPC MT       -   0.99985559  x   0.99946734  =   0.99932301
 SQ0531!UTM  13      -   0.99985559  x   1.00002247  =   0.99987806
 SQ0531
 SQ0531:                Primary Azimuth Mark                     Grid Az
 SQ0531:SPC MT       -  BALL ROCK                                208 21 41.6
 SQ0531:UTM  13      -  BALL ROCK                                211 40 27.5
 SQ0531
 SQ0531|---------------------------------------------------------------------|
 SQ0531| PID    Reference Object                     Distance      Geod. Az  |
 SQ0531|                                                           dddmmss.s |
 SQ0531| SQ0569 BALL ROCK                           APPROX. 6.9 KM 2095042.2 |
 SQ0531|---------------------------------------------------------------------|
 SQ0531
 SQ0531                          SUPERSEDED SURVEY CONTROL
 SQ0531
 SQ0531  NAD 83(1986)-  47 42 45.75268(N)    107 28 19.10101(W) AD(       ) 3
 SQ0531  NAD 27      -  47 42 45.73600(N)    107 28 16.73600(W) AD(       ) 3
 SQ0531  NGVD 29 (07/19/86)  936.50   (m)         3072.5    (f) LEVELING    3  
 SQ0531
 SQ0531.Superseded values are not recommended for survey control.
 SQ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0531.See file dsdata.txt to determine how the superseded data were derived.
 SQ0531
 SQ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN1458687330(NAD 83)
 SQ0531_MARKER: P = PIPE CAP
 SQ0531_SETTING: 0 = UNSPECIFIED SETTING
 SQ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0531
 SQ0531  HISTORY     - Date     Condition        Report By
 SQ0531  HISTORY     - 1937     MONUMENTED       USE
 SQ0531
 SQ0531                          STATION DESCRIPTION
 SQ0531
 SQ0531'DESCRIBED BY US ENGINEERS 1937
 SQ0531'THE STATION IS IN PHILLIPS COUNTY ON THE LEFT BANK OF THE
 SQ0531'MISSOURI RIVER AND IN SECTION 34, T. 23 N., R. 33 E.  THE STATION
 SQ0531'IS 6 MILES NORTH AND 1 MILE WEST OF THE MOUTH OF 7 BLACKFEET
 SQ0531'CREEK, 4-1/2 MILES WEST AND 1 MILE NORTH OF THE MOUTH OF TIMBER
 SQ0531'CREEK, ON A HIGH GRASSY POINT OF THE THIRD RIDGE UPSTREAM
 SQ0531'OF TIMBER CREEK AND ABOUT 3 MILES NORTHWEST OF THE GREAT RIGHT
 SQ0531'ANGLE BEND OF THE MISSOURI RIVER JUST UPSTREAM OF TIMBER CREEK.
 SQ0531'
 SQ0531'THE STATION MAY BE REACHED BY AUTOMOBILE BY PROCEEDING FROM
 SQ0531'TELEGRAPH POST OFFICE AS DESCRIBED IN THE DIRECTIONS TO STATION
 SQ0531'BALLS ROCK TO THE TOP OF SHORT GRADE.  TAKE RIGHT FORK AT TOP
 SQ0531'OF GRADE AND GO SOUTH 0.9 MILE TO FORK.  TAKE LEFT FORK AND
 SQ0531'PROCEED EAST 1.1 MILES TO TOP OF STEEP GRADE AND TOP OF RIM.
 SQ0531'TURN LEFT AT TOP OF RIM AND DRIVE NORTH ABOUT 0.3 MILE.  TURN
 SQ0531'SHARPLY TO RIGHT AND PASS THROUGH HIGH WIRE GATE THENCE
 SQ0531'SOUTHEAST ALONG OLD WOOD ROAD FOR ABOUT 2 MILES TO HIGH GRASSY
 SQ0531'RIDGE AND STATION.
 SQ0531'
 SQ0531'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0531'
 SQ0531'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0531'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0751 ***********************************************************************
 TH0751  DESIGNATION -  FIRE
 TH0751  PID         -  TH0751
 TH0751  STATE/COUNTY-  MT/DANIELS
 TH0751  USGS QUAD   -  GOODALE COULEE (1973)
 TH0751
 TH0751                         *CURRENT SURVEY CONTROL
 TH0751  ___________________________________________________________________
 TH0751* NAD 83(1992)-  48 58 56.92844(N)    105 04 58.83724(W)     ADJUSTED  
 TH0751* NAVD 88     -       835.8    (meters)    2742.     (feet)  VERTCON   
 TH0751  ___________________________________________________________________
 TH0751  X           -  -1,091,470.164 (meters)                     COMP
 TH0751  Y           -  -4,049,942.686 (meters)                     COMP
 TH0751  Z           -   4,789,897.294 (meters)                     COMP
 TH0751  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 TH0751  ELLIP HEIGHT-         817.78  (meters)          (07/28/92) GPS OBS
 TH0751  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 TH0751
 TH0751  HORZ ORDER  -  FIRST
 TH0751  ELLP ORDER  -  FIFTH     CLASS I
 TH0751
 TH0751.The horizontal coordinates were established by GPS observations
 TH0751.and adjusted by the National Geodetic Survey in July 1992..
 TH0751
 TH0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0751
 TH0751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TH0751
 TH0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0751
 TH0751.The ellipsoidal height was determined by GPS observations
 TH0751.and is referenced to NAD 83.
 TH0751
 TH0751.The geoid height was determined by GEOID03.
 TH0751
 TH0751;                    North         East     Units Scale Factor Converg.
 TH0751;SPC MT       -   535,032.855   923,137.595   MT  0.99998926   +3 13 51.8
 TH0751;SPC MT       - 1,755,357.14  3,028,666.65   iFT  0.99998926   +3 13 51.8
 TH0751;UTM  13      - 5,425,511.502   493,926.285   MT  0.99960045   -0 03 45.5
 TH0751
 TH0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0751!SPC MT       -   0.99987186  x   0.99998926  =   0.99986112
 TH0751!UTM  13      -   0.99987186  x   0.99960045  =   0.99947236
 TH0751
 TH0751:                Primary Azimuth Mark                     Grid Az
 TH0751:SPC MT       -  MERVIN                                   025 02 23.9
 TH0751:UTM  13      -  MERVIN                                   028 20 01.2
 TH0751
 TH0751|---------------------------------------------------------------------|
 TH0751| PID    Reference Object                     Distance      Geod. Az  |
 TH0751|                                                           dddmmss.s |
 TH0751| TH0741 MERVIN                              APPROX. 6.4 KM 0281615.7 |
 TH0751|---------------------------------------------------------------------|
 TH0751
 TH0751                          SUPERSEDED SURVEY CONTROL
 TH0751
 TH0751  NAD 83(1986)-  48 58 56.92942(N)    105 04 58.83820(W) AD(       ) 1
 TH0751  NAD 27      -  48 58 56.83000(N)    105 04 56.90600(W) AD(       ) 2
 TH0751  NGVD 29 (08/25/89)  835.2    (m)         2740.     (f) GPS OBS        
 TH0751
 TH0751.Superseded values are not recommended for survey control.
 TH0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0751.See file dsdata.txt to determine how the superseded data were derived.
 TH0751
 TH0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ9392625512(NAD 83)
 TH0751_MARKER: DH = HORIZONTAL CONTROL DISK
 TH0751_SETTING: 80 = SET IN A BOULDER
 TH0751_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 TH0751_MAGNETIC: N = NO MAGNETIC MATERIAL
 TH0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0751+STABILITY: SURFACE MOTION
 TH0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0751+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1988
 TH0751
 TH0751  HISTORY     - Date     Condition        Report By
 TH0751  HISTORY     - 1911     MONUMENTED       IBC
 TH0751  HISTORY     - 1923     GOOD             GSC
 TH0751  HISTORY     - 19880826 GOOD             NGS
 TH0751  HISTORY     - 1989     GOOD             USAF
 TH0751
 TH0751                          STATION DESCRIPTION
 TH0751
 TH0751'DESCRIBED BY GEODETIC SURVEY OF CANADA 1923
 TH0751'ABOUT 1-1/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT
 TH0751'549.  THE STATION IS ON A RIDGE THAT TENDS SOUTHWESTERLY
 TH0751'FROM THE BOUNDARY.  IT IS ABOUT 1/2 MILE EAST OF STATION
 TH0751'PEBBLE.
 TH0751'
 TH0751'STATION MARK--PROBABLY A BRONZE DISK MARKED U.S. AND C.B.
 TH0751'SURVEY SET IN A CONCRETE PIER.
 TH0751
 TH0751                          STATION RECOVERY (1988)
 TH0751
 TH0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TH0751'THE STATION IS LOCATED ABOUT 45.46 KM (28.25 MI) NORTHWEST OF
 TH0751'PLENTYWOOD, 32.58 KM (20.25 MI) NORTHEAST OF SCOBEY, 10.86 KM
 TH0751'(6.75 MI) NORTHEAST OF WHITETAIL, AND ABOUT 4.42 KM (2.75 MI)
 TH0751'SOUTHEAST OF THE WHITETAIL, MONTANA - BIG BEAVER, SASKATCHEWAN BORDER
 TH0751'CROSSING.
 TH0751'TO REACH THE STATION FROM THE POST OFFICE IN WHITETAIL, GO NORTH ON
 TH0751'COUNTY HIGHWAY 511 FOR 8.12 KM (5.05 MI) TO A GRAVEL SIDE ROAD RIGHT.
 TH0751'TURN RIGHT AND GO EAST ON THE GRAVEL ROAD FOR 4.02 KM (2.50 MI) TO
 TH0751'WHERE THE MAIN ROAD TURNS SOUTH AND A TRACK ROAD CONTINUES STRAIGHT
 TH0751'AHEAD.  CONTINUE STRAIGHT AHEAD AND GO EAST ON THE TRACK ROAD FOR
 TH0751'1.29 KM (0.80 MI) THENCE TURN LEFT AND GO NORTH ALONG THE TRACK ROAD
 TH0751'AND POWER LINE FOR 1.29 KM (0.80 MI) TO A GATE.  PASS THROUGH THE
 TH0751'GATE AND FOLLOW THE TRACK ROAD NORTH UP A DRAW FOR 0.24 KM (0.15 MI)
 TH0751'TO THE TOP OF A RIDGE AND A FORK.  BEAR RIGHT AND GO NORTHEASTERLY ON
 TH0751'THE TRACK ROAD FOR 0.24 KM (0.15 MI)I) TO A FORK.  BEAR RIGHT AND
 TH0751'FOLLOW THE TRACK ROAD NORTHEASTERLY FOR 0.4 KM (0.25 MI) TO THE
 TH0751'STATION ON THE LEFT.
 TH0751'THE STATION MARK IS A USCB SURVEY DISK WITH NO STAMPING SET IN A DRILL
 TH0751'HOLE IN A BOULDER FLUSH WITH THE SURFACE, 6.4 M (21.0 FT) NORTH OF
 TH0751'THE CENTER OF THE TRACK ROAD, 8.23 M (27.0 FT) WEST-NORTHWEST OF A
 TH0751'FENCE POST, AND 0.9 M (3.0 FT) NORTH OF A CARIN.
 TH0751'TYPED BY E.A.R.
 TH0751
 TH0751                          STATION RECOVERY (1989)
 TH0751
 TH0751'RECOVERY NOTE BY US AIR FORCE 1989 (ESL)
 TH0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0742 ***********************************************************************
 TJ0742  DESIGNATION -  FIRE
 TJ0742  PID         -  TJ0742
 TJ0742  STATE/COUNTY-  MT/VALLEY
 TJ0742  USGS QUAD   -  ROANWOOD (1973)
 TJ0742
 TJ0742                         *CURRENT SURVEY CONTROL
 TJ0742  ___________________________________________________________________
 TJ0742* NAD 83(1992)-  48 58 52.24490(N)    106 28 08.94755(W)     ADJUSTED  
 TJ0742* NAVD 88     -       978.     (meters)    3209.     (feet)  SCALED    
 TJ0742  ___________________________________________________________________
 TJ0742  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 TJ0742  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TJ0742
 TJ0742  HORZ ORDER  -  THIRD
 TJ0742
 TJ0742.The horizontal coordinates were established by classical geodetic methods
 TJ0742.and adjusted by the National Geodetic Survey in July 1992..
 TJ0742
 TJ0742.The orthometric height was scaled from a topographic map.
 TJ0742
 TJ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0742
 TJ0742.The geoid height was determined by GEOID03.
 TJ0742
 TJ0742;                    North         East     Units Scale Factor Converg.
 TJ0742;SPC MT       -   530,066.318   821,798.207   MT  0.99998847   +2 13 01.5
 TJ0742;SPC MT       - 1,739,062.72  2,696,188.34   iFT  0.99998847   +2 13 01.5
 TJ0742;UTM  13      - 5,426,403.498   392,503.642   MT  0.99974196   -1 06 30.9
 TJ0742
 TJ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0742!SPC MT       -   0.99984953  x   0.99998847  =   0.99983800
 TJ0742!UTM  13      -   0.99984953  x   0.99974196  =   0.99959152
 TJ0742
 TJ0742                          SUPERSEDED SURVEY CONTROL
 TJ0742
 TJ0742  NAD 83(1986)-  48 58 52.24559(N)    106 28 08.94925(W) AD(       ) 3
 TJ0742
 TJ0742.Superseded values are not recommended for survey control.
 TJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0742.See file dsdata.txt to determine how the superseded data were derived.
 TJ0742
 TJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ9250426403(NAD 83)
 TJ0742_MARKER: H = DRILL HOLE
 TJ0742_SETTING: 80 = SET IN A BOULDER
 TJ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0742+STABILITY: SURFACE MOTION
 TJ0742
 TJ0742  HISTORY     - Date     Condition        Report By
 TJ0742  HISTORY     - 1910     MONUMENTED       IBC
 TJ0742
 TJ0742                          STATION DESCRIPTION
 TJ0742
 TJ0742'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0742'ABOUT 1.4 MILES SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 506, ON
 TJ0742'ONE OF THE BUTTES ON THE NORTHWEST EDGE OF THE PLATEAU ON THE WEST
 TJ0742'SIDE OF THE WEST BRANCH OF POPLAR RIVER.
 TJ0742'
 TJ0742'STATION MARK--A DRILL HOLE WITHIN A TRIANGLE CUT IN A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY1016 ***********************************************************************
 RY1016  DESIGNATION -  FISH
 RY1016  PID         -  RY1016
 RY1016  STATE/COUNTY-  MT/MINERAL
 RY1016  USGS QUAD   -  STRAIGHT PEAK (1985)
 RY1016
 RY1016                         *CURRENT SURVEY CONTROL
 RY1016  ___________________________________________________________________
 RY1016* NAD 83(1992)-  46 52 59.47012(N)    114 53 23.38809(W)     ADJUSTED  
 RY1016* NAVD 88     -      2331.8    (meters)    7650.     (feet)  VERTCON   
 RY1016  ___________________________________________________________________
 RY1016  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 RY1016  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 RY1016
 RY1016  HORZ ORDER  -  THIRD
 RY1016
 RY1016.The horizontal coordinates were established by classical geodetic methods
 RY1016.and adjusted by the National Geodetic Survey in July 1992..
 RY1016
 RY1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY1016
 RY1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1016
 RY1016.The geoid height was determined by GEOID03.
 RY1016
 RY1016;                    North         East     Units Scale Factor Converg.
 RY1016;SPC MT       -   306,719.891   189,750.938   MT  0.99939518   -3 56 33.7
 RY1016;SPC MT       - 1,006,298.85    622,542.45   iFT  0.99939518   -3 56 33.7
 RY1016;UTM  11      - 5,194,344.745   660,773.860   MT  0.99991770   +1 32 26.4
 RY1016
 RY1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1016!SPC MT       -   0.99963698  x   0.99939518  =   0.99903237
 RY1016!UTM  11      -   0.99963698  x   0.99991770  =   0.99955471
 RY1016
 RY1016                          SUPERSEDED SURVEY CONTROL
 RY1016
 RY1016  NAD 83(1986)-  46 52 59.47600(N)    114 53 23.38593(W) AD(       ) 3
 RY1016  NGVD 29 (03/27/92) 2330.5    (m)         7646.     (f) VERT ANG       
 RY1016
 RY1016.Superseded values are not recommended for survey control.
 RY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1016.See file dsdata.txt to determine how the superseded data were derived.
 RY1016
 RY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM6077494345(NAD 83)
 RY1016_MARKER: DS = TRIANGULATION STATION DISK
 RY1016_SETTING: 66 = SET IN ROCK OUTCROP
 RY1016_SP_SET: SET IN A ROCK LEDGE
 RY1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY1016+STABILITY: POSITION/ELEVATION WELL
 RY1016
 RY1016  HISTORY     - Date     Condition        Report By
 RY1016  HISTORY     - 1956     MONUMENTED       USGS
 RY1016
 RY1016                          STATION DESCRIPTION
 RY1016
 RY1016'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 RY1016'FISH, MINERAL COUNTY, MONTANA, ABOUT 22 MI. S. OF SUPERIOR, ON
 RY1016'THE HIGHEST POINT, NW. END, OF A BROAD TOP, HIGHEST IN THE
 RY1016'IMMEDIATE VICINITY.  REACHED BY HELICOPTER.
 RY1016'
 RY1016'STATION MARK - - A STANDARD ALUMINUM TABLET, STAMPED--- FISH
 RY1016'1956 ---, CEMENTED IN LEDGEROCK ABOUT 3 IN. BELOW THE SURFACE.
 RY1016'REFERENCE MARKS --- NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1067 ***********************************************************************
 SR1067  DESIGNATION -  FISHER
 SR1067  PID         -  SR1067
 SR1067  STATE/COUNTY-  MT/FERGUS
 SR1067  USGS QUAD   -  GRASS RANGE NE (1986)
 SR1067
 SR1067                         *CURRENT SURVEY CONTROL
 SR1067  ___________________________________________________________________
 SR1067* NAD 83(1992)-  47 10 45.73065(N)    108 48 00.94614(W)     ADJUSTED  
 SR1067* NAVD 88     -      1065.6    (meters)    3496.     (feet)  VERTCON   
 SR1067  ___________________________________________________________________
 SR1067  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 SR1067  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SR1067
 SR1067  HORZ ORDER  -  SECOND
 SR1067
 SR1067.The horizontal coordinates were established by classical geodetic methods
 SR1067.and adjusted by the National Geodetic Survey in July 1992..
 SR1067
 SR1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1067
 SR1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1067
 SR1067.The geoid height was determined by GEOID03.
 SR1067
 SR1067;                    North         East     Units Scale Factor Converg.
 SR1067;SPC MT       -   325,743.091   653,008.145   MT  0.99939686   +0 30 42.7
 SR1067;SPC MT       - 1,068,710.93  2,142,415.17   iFT  0.99939686   +0 30 42.7
 SR1067;UTM  12      - 5,227,444.466   666,672.716   MT  0.99994142   +1 36 49.8
 SR1067
 SR1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1067!SPC MT       -   0.99983514  x   0.99939686  =   0.99923210
 SR1067!UTM  12      -   0.99983514  x   0.99994142  =   0.99977657
 SR1067
 SR1067:                Primary Azimuth Mark                     Grid Az
 SR1067:SPC MT       -  FISHER AZ MK                             359 46 01.9
 SR1067:UTM  12      -  FISHER AZ MK                             358 39 54.8
 SR1067
 SR1067|---------------------------------------------------------------------|
 SR1067| PID    Reference Object                     Distance      Geod. Az  |
 SR1067|                                                           dddmmss.s |
 SR1067| CQ6525 FISHER AZ MK                                       0001644.6 |
 SR1067| SR0139 F 172                                93.342 METERS 19448     |
 SR1067| CQ6526 FISHER RM 1                           8.054 METERS 20712     |
 SR1067| CQ6527 FISHER RM 2                           9.455 METERS 35857     |
 SR1067|---------------------------------------------------------------------|
 SR1067
 SR1067                          SUPERSEDED SURVEY CONTROL
 SR1067
 SR1067  NAD 83(1986)-  47 10 45.72746(N)    108 48 00.92631(W) AD(       ) 2
 SR1067  NAD 27      -  47 10 45.80850(N)    108 47 58.40020(W) AD(       ) 2
 SR1067  NGVD 29 (07/19/86) 1064.8    (m)         3493.     (f) VERT ANG       
 SR1067
 SR1067.Superseded values are not recommended for survey control.
 SR1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1067.See file dsdata.txt to determine how the superseded data were derived.
 SR1067
 SR1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT6667327444(NAD 83)
 SR1067_MARKER: DS = TRIANGULATION STATION DISK
 SR1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1067
 SR1067  HISTORY     - Date     Condition        Report By
 SR1067  HISTORY     - 1961     MONUMENTED       CGS
 SR1067  HISTORY     - 1972     GOOD             NGS
 SR1067
 SR1067                          STATION DESCRIPTION
 SR1067
 SR1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1067'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF ROY, 11
 SR1067'MILES NORTH OF GRASS RANGE, ON THE TOP OF A HIGH CUT BANK
 SR1067'ON THE WEST SIDE OF A NEW HIGHWAY NOW UNDER CONSTRUCTION.
 SR1067'
 SR1067'TO REACH THE STATION FROM THE POST OFFICE IN GRASS RANGE, GO
 SR1067'NORTH ON U.S. HIGHWAY 87 FOR 1.2 MILES TO ITS JUNCTION WITH
 SR1067'STATE HIGHWAY 20.  TURN RIGHT, GO EAST FOR 0.2 MILE TO A CROSSROAD
 SR1067'AND HIGHWAY NOW UNDER CONSTRUCTION.  TURN LEFT, NORTH, GO 9.85
 SR1067'MILES TO THE TOP OF A RIDGE AND THE STATION ON THE LEFT AT THE
 SR1067'TOP OF A HIGH CUT BANK.
 SR1067'
 SR1067'THE STATION MARK, STAMPED FISHER 1961, IS A STANDARD DISK
 SR1067'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 SR1067'6 INCHES.  IT IS 90 FEET WEST AND 25 FEET ABOVE THE CENTERLINE
 SR1067'OF THE HIGHWAY, 6 FEET SOUTH OF A WITNESS POST AND JUST EAST
 SR1067'OF A JOG IN A NORTH-SOUTH FENCELINE.
 SR1067'
 SR1067'REFERENCE MARK NO 1, STAMPED FISHER NO 1 1961, IS A STANDARD
 SR1067'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 SR1067'PROJECTS 4 INCHES.  IT IS 32 FEET SOUTHWEST OF A WITNESS POST
 SR1067'AND 1 FOOT EAST OF A FENCELINE.
 SR1067'
 SR1067'REFERENCE MARK NO 2, STAMPED FISHER NO 2 1961, IS A STANDARD
 SR1067'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 SR1067'PROJECTS 4 INCHES.  IT IS 25 FEET NORTH OF A WITNESS POST
 SR1067'AND 1 FOOT EAST OF A FENCELINE.
 SR1067'
 SR1067'THE AZIMUTH MARK, STAMPED FISHER 1961, IS A STANDARD DISK
 SR1067'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 SR1067'BRIDGE OVER THE SOUTH FORK OF BEAR CREEK.  IT IS 12 FEET EAST
 SR1067'OF THE CENTERLINE OF THE ROAD AND PROJECTS 12 INCHES ABOVE
 SR1067'THE SURFACE OF THE ROAD.
 SR1067'
 SR1067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 SR1067'HIGHWAY FOR 1.55 MILES TO A CONCRETE BRIDGE OVER BEAR CREEK
 SR1067'AND THE AZIMUTH MARK AS DESCRIBED.
 SR1067'
 SR1067'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 55.6 FEET.
 SR1067
 SR1067                          STATION RECOVERY (1972)
 SR1067
 SR1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1067'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 SR1067'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  BENCH
 SR1067'MARK F 172 1961 WAS ESTABLISHED AS AN ADDITIONAL REFERENCE
 SR1067'POINT.  A LARGER ANGLE OF 8 MINUTES AND 34 SECONDS TO REFERENCE
 SR1067'MARK 1 WAS OBSERVED AND A LONGER DISTANCE OF 0.016 METERS TO
 SR1067'THE MARK WAS NOTED.  A LONGER DISTANCE TO REFERENCE MARK 2 OF
 SR1067'0.010 METER WAS ALSO NOTED AND VERIFIED.  THE DIRECTION TO
 SR1067'THE AZIMUTH MARK WAS VERIFIED BY TWO NIGHTS OBSERVATIONS.
 SR1067'A COMPLETE NEW DESCRIPTION FOLLOWS--
 SR1067'
 SR1067'THE STATION IS LOCATED ABOUT 24 MILES NORTHWEST OF WINNETT,
 SR1067'10 MILES NORTH OF GRASS RANGE, ON A HIGH CUT BANK ON THE WEST
 SR1067'SIDE OF STATE HIGHWAY 19 AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 SR1067'
 SR1067'TO REACH THE STATION FROM THE POST OFFICE IN GRASS RANGE GO
 SR1067'NORTH ON THE SURFACED STREET FOR 0.05 MILE TO A SURFACED
 SR1067'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE SURFACED ROAD
 SR1067'FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY 87.  TURN LEFT
 SR1067'AND GO NORTH ON U.S. HIGHWAY 87 FOR 1.1 MILES TO THE JUNCTION
 SR1067'OF U.S. HIGHWAY 87 AND STATE HIGHWAYS 19 AND 200.  CONTINUE
 SR1067'AHEAD NORTH ON STATE HIGHWAY 19 FOR 9.7 MILES TO THE STATION ON
 SR1067'THE TOP OF A HIGH CUT BANK ON THE LEFT.  TO REACH THE
 SR1067'AZIMUTH MARK CONTINUE NORTH ON STATE HIGHWAY 19 FOR 1.5 MILES
 SR1067'TO THE MARK IN THE SOUTHEAST CORNER OF THE BRIDGE.
 SR1067'
 SR1067'THE STATION MARK IS A STANDARD DISK STAMPED FISHER 1961, SET
 SR1067'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1067'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET EAST OF THE
 SR1067'RIGHT-OF-WAY FENCE, 6 FEET SOUTH OF A METAL WITNESS POST
 SR1067'WITH SIGN AND 3 FEET WEST OF THE EDGE OF THE CUT BANK.
 SR1067'
 SR1067'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FISHER NO 1 1961,
 SR1067'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SR1067'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET
 SR1067'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 18 FEET WEST OF THE
 SR1067'EDGE OF THE CUT BANK AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 SR1067'
 SR1067'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FISHER NO 2 1961,
 SR1067'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1067'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET NORTH OF
 SR1067'A METAL WITNESS POST WITH SIGN, 3 FEET WEST OF THE EDGE OF
 SR1067'THE CUT BANK AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 SR1067'
 SR1067'THE MARK IS A STANDARD BENCH MARK DISK STAMPED F 172 1961,
 SR1067'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 SR1067'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 SR1067'IT IS 63 FEET WEST OF THE WEST GATE POST OF A WIRE GATE SET
 SR1067'IN THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF THE FENCE AND 2 FEET
 SR1067'WEST OF A METAL WITNESS POST WITH SIGN.
 SR1067'
 SR1067'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FISHER 1961, CEMENTED
 SR1067'IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A BRIDGE OVER BEAR
 SR1067'CREEK.  IT IS 15 FEET EAST OF THE CENTER OF STATE HIGHWAY 19 AND
 SR1067'ABOUT 1 FOOT HIGHER THAN THE ROAD SURFACE.
 SR1067'
 SR1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 SR1067'NORTH OF GRASS RANGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0428 ***********************************************************************
 QV0428  DESIGNATION -  FISHER
 QV0428  PID         -  QV0428
 QV0428  STATE/COUNTY-  MT/ROSEBUD
 QV0428  USGS QUAD   -  FISHER BUTTE (1978)
 QV0428
 QV0428                         *CURRENT SURVEY CONTROL
 QV0428  ___________________________________________________________________
 QV0428* NAD 83(1992)-  45 33 12.30310(N)    106 30 48.79569(W)     ADJUSTED  
 QV0428* NAVD 88     -      1340.61   (+/-2cm)    4398.3    (feet)  VERTCON   
 QV0428  ___________________________________________________________________
 QV0428  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 QV0428  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 QV0428
 QV0428  HORZ ORDER  -  THIRD
 QV0428  VERT ORDER  -  THIRD ? (See Below)
 QV0428
 QV0428.The horizontal coordinates were established by classical geodetic methods
 QV0428.and adjusted by the National Geodetic Survey in July 1992..
 QV0428
 QV0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0428.The vertical order pertains to the NGVD 29 superseded value.
 QV0428
 QV0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0428
 QV0428.The geoid height was determined by GEOID03.
 QV0428
 QV0428;                    North         East     Units Scale Factor Converg.
 QV0428;SPC MT       -   149,304.200   833,070.561   MT  0.99971291   +2 11 04.6
 QV0428;SPC MT       -   489,843.18  2,733,171.13   iFT  0.99971291   +2 11 04.6
 QV0428;UTM  13      - 5,045,545.157   381,862.953   MT  0.99977159   -1 04 50.4
 QV0428
 QV0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0428!SPC MT       -   0.99979221  x   0.99971291  =   0.99950518
 QV0428!UTM  13      -   0.99979221  x   0.99977159  =   0.99956385
 QV0428
 QV0428                          SUPERSEDED SURVEY CONTROL
 QV0428
 QV0428  NAD 83(1986)-  45 33 12.28316(N)    106 30 48.77509(W) AD(       ) 3
 QV0428  NGVD 29 (02/04/91) 1339.86   (m)         4395.9    (f) LEVELING    3  
 QV0428
 QV0428.Superseded values are not recommended for survey control.
 QV0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0428.See file dsdata.txt to determine how the superseded data were derived.
 QV0428
 QV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL8186345545(NAD 83)
 QV0428_MARKER: DS = TRIANGULATION STATION DISK
 QV0428_SETTING: 0 = UNSPECIFIED SETTING
 QV0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0428
 QV0428  HISTORY     - Date     Condition        Report By
 QV0428  HISTORY     - 1957     MONUMENTED       USGS
 QV0428
 QV0428                          STATION DESCRIPTION
 QV0428
 QV0428'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0428'STATION IS ON THE HIGHEST PART OF FISHER BUTTE, A PROMINENT HILL
 QV0428'WITH SPARSE TO HEAVY PINE TIMBER ON THE SIDES, LOCATED ABOUT 4.0
 QV0428'MI. S. AND 7 MI. E. OF LAME DEER, IN SEC. 26, T 3 S, R 42 E,
 QV0428'ROSEBUD COUNTY, MONTANA, IN THE NORTHERN CHEYENNE INDIAN RESERVATION.
 QV0428'
 QV0428'TO REACH FROM THE CROSSROADS IN LAME DEER, DRIVE E. ON STATE HIGHWAY 8
 QV0428'8.0 MI. TO A GRAVELED RD. ON RIGHT, THENCE S. AND SW. 1.4 MI. TO THE
 QV0428'RD. JUNCTION AT CRAZY HEAD SPRING, TAKE RIGHT FORK AND DRIVE W. AND S.
 QV0428'3.0 MI. TO A CROSSROAD, CONTINUE STRAIGHT ACROSS S. 2.0 MI. TO AN E-W.
 QV0428'FENCE WITH A STOCK GUARD, CONTINUE S. 0.3 MI. TO A POINT W. OF THE
 QV0428'PROMINENT BUTTE ON LEFT, TURN LEFT AND DRIVE 0.4 MI. TO TOP OF
 QV0428'TIMBERED BUTTE AND STATION.
 QV0428'
 QV0428'STATION MARK--STANDARD TABLET STAMPED---FISHER 1957--- SET IN CEMENT
 QV0428'ABOUT 0.2 FT. ABOVE GROUND ON ABOUT THE HIGHEST PART OF THE BUTTE.
 QV0428'
 QV0428'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---FISHER NO. 1,
 QV0428'1957---, CEMENTED IN ROCK OUTCROP ON S. RIM OF BUTTE, 81.10 FT. FROM
 QV0428'STATION, 12 DEGREES 41 MINUTES NW.
 QV0428'
 QV0428'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---FISHER NO. 2,
 QV0428'1957---, CEMENTED IN ROCK OUTCROP ON S. RIM OF BUTTE, 52.60 FT. FROM
 QV0428'STATION, 28 DEGREES 36 MINUTES NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0607 ***********************************************************************
 QW0607  DESIGNATION -  FISHTAIL
 QW0607  PID         -  QW0607
 QW0607  STATE/COUNTY-  MT/STILLWATER
 QW0607  USGS QUAD   -  ROSCOE NW (1956)
 QW0607
 QW0607                         *CURRENT SURVEY CONTROL
 QW0607  ___________________________________________________________________
 QW0607* NAD 83(1992)-  45 25 51.45881(N)    109 29 18.78007(W)     ADJUSTED  
 QW0607* NAVD 88     -      1500.4    (meters)    4923.     (feet)  VERTCON   
 QW0607  ___________________________________________________________________
 QW0607  LAPLACE CORR-         -10.84  (seconds)                    DEFLEC99
 QW0607  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 QW0607
 QW0607  HORZ ORDER  -  THIRD
 QW0607
 QW0607.The horizontal coordinates were established by classical geodetic methods
 QW0607.and adjusted by the National Geodetic Survey in July 1992..
 QW0607
 QW0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0607
 QW0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0607
 QW0607.The geoid height was determined by GEOID03.
 QW0607
 QW0607;                    North         East     Units Scale Factor Converg.
 QW0607;SPC MT       -   131,253.940   600,895.794   MT  0.99976865   +0 00 30.2
 QW0607;SPC MT       -   430,623.16  1,971,442.89   iFT  0.99976865   +0 00 30.2
 QW0607;UTM  12      - 5,031,937.566   618,228.794   MT  0.99977186   +1 04 36.8
 QW0607
 QW0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0607!SPC MT       -   0.99976649  x   0.99976865  =   0.99953520
 QW0607!UTM  12      -   0.99976649  x   0.99977186  =   0.99953841
 QW0607
 QW0607:                Primary Azimuth Mark                     Grid Az
 QW0607:SPC MT       -  ROKEE                                    349 30 25.8
 QW0607:UTM  12      -  ROKEE                                    348 26 19.2
 QW0607
 QW0607|---------------------------------------------------------------------|
 QW0607| PID    Reference Object                     Distance      Geod. Az  |
 QW0607|                                                           dddmmss.s |
 QW0607| QW0628 ROKEE                               APPROX. 8.8 KM 3493056.0 |
 QW0607|---------------------------------------------------------------------|
 QW0607
 QW0607                          SUPERSEDED SURVEY CONTROL
 QW0607
 QW0607  NAD 83(1986)-  45 25 51.45675(N)    109 29 18.75936(W) AD(       ) 3
 QW0607  NAD 27      -  45 25 51.66043(N)    109 29 16.16376(W) AD(       ) 3
 QW0607  NGVD 29 (07/19/86) 1499.5    (m)         4920.     (f) VERT ANG       
 QW0607
 QW0607.Superseded values are not recommended for survey control.
 QW0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0607.See file dsdata.txt to determine how the superseded data were derived.
 QW0607
 QW0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR1822931938(NAD 83)
 QW0607
 QW0607  HISTORY     - Date     Condition        Report By
 QW0607  HISTORY     - 1931     MONUMENTED       USGS
 QW0607  HISTORY     - 1952     GOOD             USGS
 QW0607
 QW0607                          STATION DESCRIPTION
 QW0607
 QW0607'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0607'RECOVERED AND REDESCRIBED AS FOLLOWS, STATION IS LOCATED IN
 QW0607'SEC.2, T.5 S., R.18 E., ABOUT 1.5 MI. AIR SE. OF FISHTAIL AND ABOUT 7
 QW0607'MI. S-SW. OF ABSAROKEE, MONTANA.  STATION IS 1,012 FT. N. OF FENCE AT
 QW0607'E. RIM OF MESA AND 518 FT. W. OF EASTERLY POINT ON MESA.
 QW0607'
 QW0607'TO REACH FROM SCHOOL AT FISHTAIL, MONTANA, GO S. ALONG TRACK RD. FOR
 QW0607'0.5 MI. TO GRAVEL PIT, GO THROUGH GRAVEL PIT AND FOLLOW TRACK RD. SE.
 QW0607'0.2 MI. TO CROSS-FENCE.  GO THROUGH GATE IN E-W FENCE AND FOLLOW N-S.
 QW0607'FENCE 0.3 MI. TO GATE. GO THROUGH GATE AND CONTINUE IN SOUTHEASTERLY
 QW0607'DIRECTION 0.9 MI. TO CENTER OF FENCE LINE AS SEEN AHEAD.  TAKE DOWN
 QW0607'FENCE AND CROSS. GO 0.1 MI. TO TOP OF HILL AND STATION.  STATION IS ON
 QW0607'E. SIDE OF MESA.
 QW0607'
 QW0607'STATION MARK - STANDARD TABLET STAMPED --- FISHTAIL 1931 ---,
 QW0607'SET IN A SMALL ROCK FLUSH WITH THE GROUND.
 QW0607'
 QW0607'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0646 ***********************************************************************
 QY0646  DESIGNATION -  FISHTRAP
 QY0646  PID         -  QY0646
 QY0646  STATE/COUNTY-  MT/DEER LODGE
 QY0646  USGS QUAD   -  PINE HILL (1962)
 QY0646
 QY0646                         *CURRENT SURVEY CONTROL
 QY0646  ___________________________________________________________________
 QY0646* NAD 83(1992)-  45 52 21.46264(N)    113 16 30.51362(W)     ADJUSTED  
 QY0646* NAVD 88     -      1869.0    (meters)    6132.     (feet)  VERTCON   
 QY0646  ___________________________________________________________________
 QY0646  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 QY0646  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 QY0646
 QY0646  HORZ ORDER  -  THIRD
 QY0646
 QY0646.The horizontal coordinates were established by classical geodetic methods
 QY0646.and adjusted by the National Geodetic Survey in July 1992..
 QY0646
 QY0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0646
 QY0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0646
 QY0646.The geoid height was determined by GEOID03.
 QY0646
 QY0646;                    North         East     Units Scale Factor Converg.
 QY0646;SPC MT       -   187,386.053   307,128.750   MT  0.99958848   -2 45 41.5
 QY0646;SPC MT       -   614,783.64  1,007,640.26   iFT  0.99958848   -2 45 41.5
 QY0646;UTM  12      - 5,082,412.847   323,427.994   MT  0.99998330   -1 38 00.6
 QY0646
 QY0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0646!SPC MT       -   0.99970908  x   0.99958848  =   0.99929768
 QY0646!UTM  12      -   0.99970908  x   0.99998330  =   0.99969238
 QY0646
 QY0646                          SUPERSEDED SURVEY CONTROL
 QY0646
 QY0646  NAD 83(1986)-  45 52 21.46024(N)    113 16 30.51554(W) AD(       ) 3
 QY0646  NGVD 29 (04/27/92) 1867.7    (m)         6128.     (f) VERT ANG       
 QY0646
 QY0646.Superseded values are not recommended for survey control.
 QY0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0646.See file dsdata.txt to determine how the superseded data were derived.
 QY0646
 QY0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR2342882413(NAD 83)
 QY0646_MARKER: DS = TRIANGULATION STATION DISK
 QY0646_SETTING: 0 = UNSPECIFIED SETTING
 QY0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0646
 QY0646  HISTORY     - Date     Condition        Report By
 QY0646  HISTORY     - 1960     MONUMENTED       USGS
 QY0646
 QY0646                          STATION DESCRIPTION
 QY0646
 QY0646'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0646'LOCATED AT TWP. COR. T 1 N, T 2 N, R 14 W, R 13 W, SEC. 36, 31, 1
 QY0646'6, 8 MI. (AIRLINE) SW. OF JUNCTION STATE HIGHWAY 43 AND COUNTY 274
 QY0646'AND 2 MI. (AIRLINE) NW. OF STATE HIGHWAY 43 IN LOW HAY FIELDS 800 FT.
 QY0646'N. OF THOMPSON RANCH RD. AT T-FENCE N.
 QY0646'
 QY0646'TO REACH FROM JUNCTION STATE HIGHWAY 43 AND COUNTY 274, PROCEED SW.
 QY0646'ON STATE 43 6.3 MI. TO T-RD. NW., THENCE 1.8 MI. NW. ON GRADED RD.
 QY0646'TO POINT OPPOSITE T-FENCE N., THENCE 800 FT. N. ACROSS HAY FIELD
 QY0646'TO T-FENCE AND STATION.
 QY0646'
 QY0646'STATION MARK - - A STANDARD TABLET CEMENTED IN SET STONE
 QY0646'STAMPED--- FISHTRAP-ET 1960 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0489 ***********************************************************************
 QY0489  DESIGNATION -  FITZ
 QY0489  PID         -  QY0489
 QY0489  STATE/COUNTY-  MT/JEFFERSON
 QY0489  USGS QUAD   -  BLACK BUTTE (1978)
 QY0489
 QY0489                         *CURRENT SURVEY CONTROL
 QY0489  ___________________________________________________________________
 QY0489* NAD 83(1992)-  45 59 48.13674(N)    112 01 43.00016(W)     ADJUSTED  
 QY0489* NAVD 88     -      2482.0    (meters)    8143.     (feet)  VERTCON   
 QY0489  ___________________________________________________________________
 QY0489  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 QY0489  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 QY0489
 QY0489  HORZ ORDER  -  THIRD
 QY0489
 QY0489.The horizontal coordinates were established by classical geodetic methods
 QY0489.and adjusted by the National Geodetic Survey in July 1992..
 QY0489
 QY0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0489
 QY0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0489
 QY0489.The geoid height was determined by GEOID03.
 QY0489
 QY0489;                    North         East     Units Scale Factor Converg.
 QY0489;SPC MT       -   197,272.127   404,236.304   MT  0.99954828   -1 50 58.9
 QY0489;SPC MT       -   647,218.26  1,326,234.59   iFT  0.99954828   -1 50 58.9
 QY0489;UTM  12      - 5,094,195.672   420,347.672   MT  0.99967799   -0 44 23.7
 QY0489
 QY0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0489!SPC MT       -   0.99961291  x   0.99954828  =   0.99916137
 QY0489!UTM  12      -   0.99961291  x   0.99967799  =   0.99929103
 QY0489
 QY0489:                Primary Azimuth Mark                     Grid Az
 QY0489:SPC MT       -  AIRWAY BEACON                            318 51 09.3
 QY0489:UTM  12      -  AIRWAY BEACON                            317 44 34.1
 QY0489
 QY0489|---------------------------------------------------------------------|
 QY0489| PID    Reference Object                     Distance      Geod. Az  |
 QY0489|                                                           dddmmss.s |
 QY0489| RX0900 AIRWAY BEACON                       APPROX.12.7 KM 3170010.4 |
 QY0489| RX0898 BULL                                APPROX.10.1 KM 3450809.4 |
 QY0489|---------------------------------------------------------------------|
 QY0489
 QY0489                          SUPERSEDED SURVEY CONTROL
 QY0489
 QY0489  NAD 83(1986)-  45 59 48.13275(N)    112 01 42.99514(W) AD(       ) 3
 QY0489  NAD 27      -  45 59 48.38798(N)    112 01 40.06287(W) AD(       ) 3
 QY0489  NGVD 29 (07/19/86) 2480.8    (m)         8139.     (f) VERT ANG       
 QY0489
 QY0489.Superseded values are not recommended for survey control.
 QY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0489.See file dsdata.txt to determine how the superseded data were derived.
 QY0489
 QY0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR2034894196(NAD 83)
 QY0489
 QY0489  HISTORY     - Date     Condition        Report By
 QY0489  HISTORY     - 1949     MONUMENTED       USGS
 QY0489  HISTORY     - 1961     GOOD             USGS
 QY0489
 QY0489                          STATION DESCRIPTION
 QY0489
 QY0489'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QY0489'RECOVERED AND REDESCRIBED AS FOLLOWS
 QY0489'
 QY0489'STATION IS LOCATED APPROXIMATELY 17 (AIRLINE) MI. S. AND E. OF
 QY0489'BOULDER, MONTANA, ON TOP OF A GRASSY, LIGHTLY TIMBERED PEAK, IN
 QY0489'SEC. 19, T 3 N, R 3 W.
 QY0489'
 QY0489'TO REACH STATION FROM BOULDER, PROCEED S. ALONG RD. FOLLOWING W. SIDE
 QY0489'OF BOULDER RIVER TO CARDWELL 21.7 MI. TO RD. WITH --DRY COTTONWOOD
 QY0489'CREEK-WILSON PARK-- SIGN.  TURN RIGHT (W.) AND FOLLOW 3.4 MI. TO RD.
 QY0489'FORK, TAKE RIGHT FORK 1.9 MI. TO TOP OF RANGE AND BULL MTN. BOUNDARY
 QY0489'FENCE.  CONTINUE W. DOWN INTO PARK 1.0 MI. TO CORDUROY BRIDGE, CROSS
 QY0489'BRIDGE AND TURN W. 1.6 MI. TO RD. FORK.  TAKE LEFT FORK SW. THRU
 QY0489'TIMBER PAST SPRING 0.4 MI. AND ON S. 1.0 MI. ACROSS GRASSLAND TO S.
 QY0489'SLOPE OF HIGHEST POINT AND SCATTERED TIMBER.  END OF JEEP TRAVEL, 1/4
 QY0489'HOUR PACK NE. TO TOP AND STATION.  PEAK IS PARTLY ROCKY, GRASSY WITH
 QY0489'SOME TIMBER ON SIDES.
 QY0489'
 QY0489'STATION MARK--A STANDARD USFS BRASS TABLET, STAMPED ---FITZ 1949---,
 QY0489'CEMENTED IN ROCK OUTCROP ON HIGHEST POINT OF PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0775 ***********************************************************************
 TM0775  DESIGNATION -  FITZPATRICK
 TM0775  PID         -  TM0775
 TM0775  STATE/COUNTY-  MT/GLACIER
 TM0775  USGS QUAD   -  FITZPATRICK LAKE (1968)
 TM0775
 TM0775                         *CURRENT SURVEY CONTROL
 TM0775  ___________________________________________________________________
 TM0775* NAD 83(1992)-  48 55 30.82715(N)    112 12 17.72792(W)     ADJUSTED  
 TM0775* NAVD 88     -      1223.1    (meters)    4013.     (feet)  VERTCON   
 TM0775  ___________________________________________________________________
 TM0775  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 TM0775  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 TM0775
 TM0775  HORZ ORDER  -  SECOND
 TM0775
 TM0775.The horizontal coordinates were established by classical geodetic methods
 TM0775.and adjusted by the National Geodetic Survey in July 1992..
 TM0775
 TM0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0775
 TM0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0775
 TM0775.The geoid height was determined by GEOID03.
 TM0775
 TM0775;                    North         East     Units Scale Factor Converg.
 TM0775;SPC MT       -   522,974.814   401,828.075   MT  0.99995486   -1 58 43.2
 TM0775;SPC MT       - 1,715,796.63  1,318,333.58   iFT  0.99995486   -1 58 43.2
 TM0775;UTM  12      - 5,419,843.661   411,737.821   MT  0.99969570   -0 54 30.2
 TM0775
 TM0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0775!SPC MT       -   0.99981070  x   0.99995486  =   0.99976557
 TM0775!UTM  12      -   0.99981070  x   0.99969570  =   0.99950646
 TM0775
 TM0775:                Primary Azimuth Mark                     Grid Az
 TM0775:SPC MT       -  FITZPATRICK AZ MK                        182 00 09.0
 TM0775:UTM  12      -  FITZPATRICK AZ MK                        180 55 56.0
 TM0775
 TM0775|---------------------------------------------------------------------|
 TM0775| PID    Reference Object                     Distance      Geod. Az  |
 TM0775|                                                           dddmmss.s |
 TM0775| CN3526 FITZPATRICK AZ MK                                  1800125.8 |
 TM0775| CN3528 FITZPATRICK RM 2                     13.993 METERS 18424     |
 TM0775| CN3527 FITZPATRICK RM 1                     13.444 METERS 35531     |
 TM0775|---------------------------------------------------------------------|
 TM0775
 TM0775                          SUPERSEDED SURVEY CONTROL
 TM0775
 TM0775  NAD 83(1986)-  48 55 30.83237(N)    112 12 17.72639(W) AD(       ) 2
 TM0775  NAD 27      -  48 55 30.85954(N)    112 12 14.50850(W) AD(       ) 2
 TM0775  NGVD 29 (07/19/86) 1222.0    (m)         4009.     (f) VERT ANG       
 TM0775
 TM0775.Superseded values are not recommended for survey control.
 TM0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0775.See file dsdata.txt to determine how the superseded data were derived.
 TM0775
 TM0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV1173819844(NAD 83)
 TM0775_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0775
 TM0775  HISTORY     - Date     Condition        Report By
 TM0775  HISTORY     - 1964     MONUMENTED       CGS
 TM0775
 TM0775                          STATION DESCRIPTION
 TM0775
 TM0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0775'THE STATION IS ABOUT 17 MILES NORTHWEST OF KEVIN, 14-1/2 MILES
 TM0775'WEST-NORTHWEST OF SUNBURST AND 13 MILES WEST-SOUTHWEST OF
 TM0775'SWEETGRASS, ON THE EAST SIDE OF A NORTH-SOUTH FENCE LINE IN PASTURE
 TM0775'LAND.
 TM0775'
 TM0775'TO REACH THE STATION FROM THE POST OFFICE IN SUNBURST, GO WESTERLY
 TM0775'ON GRAVELED ROAD FOR 6.6 MILES TO A SIDE ROAD RIGHT AT THE TOP
 TM0775'OF THE RIDGE.  CONTINUE WESTERLY ON MAIN GRAVELED ROAD FOR 3.3
 TM0775'MILES TO A FIVE WAY ROAD JUNCTION.  CONTINUE AHEAD, NORTHERLY
 TM0775'AND WESTERLY ON MAIN TRAVELED ROAD FOR 2.7 MILES TO A GRADED
 TM0775'SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON GRADED ROAD FOR
 TM0775'1.3 MILES TO A CATTLE GUARD AND A TRACK ROAD LEFT.  TURN LEFT ON
 TM0775'TRACK ROAD, CROSSING CATTLE GUARD AND GO SOUTH AND WESTERLY
 TM0775'FOR 0.9 MILE TO A FORK.  TAKE THE RIGHT FORK, PASSING TO THE
 TM0775'LEFT OF A BARN FOR 0.1 MILE TO A GATE AT A LOADING CHUTE.  PASS
 TM0775'THROUGH GATE AND BEAR RIGHT, WESTERLY ON TRACK ROAD FOR 0.2
 TM0775'MILE TO A GATE AT A SMALL EARTH DAM.  PASS THROUGH GATE AND
 TM0775'CONTINUE WESTERLY ON TRACK ROAD FOR 0.35 MILE TO A FORK.  TAKE
 TM0775'THE RIGHT FORK, DIM TRACK ROAD FOR 0.7 MILE TO A NORTH-SOUTH
 TM0775'FENCE LINE.  (TO REACH THE AZIMUTH MARK, TURN LEFT AND GO
 TM0775'SOUTH ALONG THE EAST SIDE OF FENCE LINE FOR 0.6 MILE TO THE MARK.)
 TM0775'TURN RIGHT AND GO NORTH FOR 0.15 MILE TO THE TOP OF A SMALL
 TM0775'RISE AND THE STATION.
 TM0775'
 TM0775'STATION MARK IS A STANDARD DISK, STAMPED FITZPATRICK 1964, SET IN
 TM0775'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 TM0775'6 INCHES.  IT IS 4.8 FEET EAST OF A WIRE FENCE AND 4.7 FEET EAST
 TM0775'OF A WITNESS POST.
 TM0775'
 TM0775'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FITZPATRICK NO 1
 TM0775'1964, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 TM0775'AND PROJECTS 3 INCHES.  IT IS 44 FEET NORTH OF THE WITNESS POST,
 TM0775'1 FOOT EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 TM0775'STATION.
 TM0775'
 TM0775'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FITZPATRICK NO 2
 TM0775'1964, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TM0775'PROJECTS 5 INCHES.  IT IS 46 FEET SOUTH OF THE WITNESS POST, 1 FOOT
 TM0775'EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 TM0775'
 TM0775'AZIMUTH MARK IS A STANDARD DISK, STAMPED FITZPATRICK 1964, SET
 TM0775'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 TM0775'6 INCHES.  IT IS 154 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD
 TM0775'AND 1.3 FEET EAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0516 ***********************************************************************
 SQ0516  DESIGNATION -  FIVE PINES RESET
 SQ0516  PID         -  SQ0516
 SQ0516  STATE/COUNTY-  MT/VALLEY
 SQ0516  USGS QUAD   -  MIDDLE EIGHTH COULEE (1985)
 SQ0516
 SQ0516                         *CURRENT SURVEY CONTROL
 SQ0516  ___________________________________________________________________
 SQ0516* NAD 83(1992)-  47 46 54.88073(N)    106 52 24.28399(W)     ADJUSTED  
 SQ0516* NAVD 88     -       839.23   (+/-2cm)    2753.4    (feet)  VERTCON   
 SQ0516  ___________________________________________________________________
 SQ0516  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 SQ0516  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 SQ0516
 SQ0516  HORZ ORDER  -  SECOND
 SQ0516  VERT ORDER  -  THIRD ? (See Below)
 SQ0516
 SQ0516.The horizontal coordinates were established by classical geodetic methods
 SQ0516.and adjusted by the National Geodetic Survey in July 1992..
 SQ0516
 SQ0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0516.The vertical order pertains to the NGVD 29 superseded value.
 SQ0516
 SQ0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0516
 SQ0516.The geoid height was determined by GEOID03.
 SQ0516
 SQ0516;                    North         East     Units Scale Factor Converg.
 SQ0516;SPC MT       -   395,757.197   796,696.071   MT  0.99948288   +1 55 16.9
 SQ0516;SPC MT       - 1,298,416.00  2,613,832.25   iFT  0.99948288   +1 55 16.9
 SQ0516;UTM  13      - 5,293,760.437   359,666.295   MT  0.99984200   -1 23 15.6
 SQ0516
 SQ0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0516!SPC MT       -   0.99987102  x   0.99948288  =   0.99935396
 SQ0516!UTM  13      -   0.99987102  x   0.99984200  =   0.99971304
 SQ0516
 SQ0516|---------------------------------------------------------------------|
 SQ0516| PID    Reference Object                     Distance      Geod. Az  |
 SQ0516|                                                           dddmmss.s |
 SQ0516| CQ6529 FIVE PINES RM 1                       7.644 METERS 06018     |
 SQ0516| CQ6530 FIVE PINES RM 2                       8.909 METERS 32616     |
 SQ0516| CQ6528 FIVE PINES AZ MK                                   3463424.9 |
 SQ0516|---------------------------------------------------------------------|
 SQ0516
 SQ0516                          SUPERSEDED SURVEY CONTROL
 SQ0516
 SQ0516  NAD 83(1986)-  47 46 54.87633(N)    106 52 24.27176(W) AD(       ) 2
 SQ0516  NAD 27      -  47 46 54.84100(N)    106 52 22.02400(W) AD(       ) 2
 SQ0516  NGVD 29 (07/19/86)  838.58   (m)         2751.2    (f) LEVELING    3  
 SQ0516
 SQ0516.Superseded values are not recommended for survey control.
 SQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0516.See file dsdata.txt to determine how the superseded data were derived.
 SQ0516
 SQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN5966693760(NAD 83)
 SQ0516_MARKER: DS = TRIANGULATION STATION DISK
 SQ0516_SETTING: 0 = UNSPECIFIED SETTING
 SQ0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0516
 SQ0516  HISTORY     - Date     Condition        Report By
 SQ0516  HISTORY     - 1937     MONUMENTED       MORC
 SQ0516  HISTORY     - 1948     GOOD             CGS
 SQ0516  HISTORY     - 1957     GOOD             USGS
 SQ0516
 SQ0516                          STATION DESCRIPTION
 SQ0516
 SQ0516'DESCRIBED BY MISSOURI RIVER COMMISSION 1937
 SQ0516'THE STATION IS IN VALLEY COUNTY ON THE LEFT BANK OF THE MISSOURI
 SQ0516'RIVER AND IN SECTION 5, T. 23 N., R. 38 E.  THE STATION IS
 SQ0516'6 MILES NORTH OF NINTH POINT, 3 MILES NORTH OF THE MISSOURI
 SQ0516'RIVER, 3 MILES SOUTHEAST OF THE MAGRUDER HILL RANCH, AND ABOUT
 SQ0516'300 FEET NORTHWEST OF PASS USED FOR THE NINTH POINT ROAD.
 SQ0516'THE STATION IS ON THE SOUTHWEST TIP OF THE HIGH DIVIDE LAND
 SQ0516'BETWEEN WILLOW CREEK AND THE MISSOURI RIVER AND IS ON THE HIGH
 SQ0516'BUTTE OVERLOOKING UPPER EIGHTH COULEE, SUTHERLAND CREEK AND
 SQ0516'THE MISSOURI RIVER.  STATION HILL IS HIGHEST GROUND IN THE
 SQ0516'VICINITY.
 SQ0516'
 SQ0516'TO REACH STATION VIA AUTOMOBILE, DRIVE WEST AND NORTHWEST
 SQ0516'ON HIGHWAY TO GLASGOW TO CROSSROADS OPPOSITE WHITE SCHOOL,
 SQ0516'ABOUT 5 MILES FROM FORT PECK.  TURN LEFT OR WEST AND GO
 SQ0516'7 MILES ON GRADED ROAD TO WILLOW CREEK VALLEY, THENCE SOUTH
 SQ0516'AND SOUTHWEST ABOUT 17-3/4 MILES TO FORK IN ROAD.  THE RIGHT
 SQ0516'FORK GOEST TO FARANUF.  TAKE LEFT FORK AND GO SOUTH OVER DIVIDE
 SQ0516'BETWEEN WILLOW CREEK AND THE MISSOURI RIVER THENCE SOUTH
 SQ0516'TO TOP OF A STEEP GRADE INTO MISSOURI RIVER VALLEY.  FROM
 SQ0516'THIS POINT, PROCEED ON FOOT TO TOP OF BUTTE TO RIGHT OF ROAD
 SQ0516'AND STATION.
 SQ0516'
 SQ0516'MONUMENT IS 5 IN IRON PIPE OF MO. R.C. WHICH HAS BEEN CONCRETED
 SQ0516'AND REPAIRED.
 SQ0516'
 SQ0516'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0516'
 SQ0516
 SQ0516                          STATION RECOVERY (1948)
 SQ0516
 SQ0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0516'STATION IS LOCATED ABOUT 26 MILES SOUTHWEST OF FORT PECK,
 SQ0516'ABOUT 6 MILES NORTH OF NINTH POINT, ABOUT 3 MILES NORTH OF
 SQ0516'THE MISSOURI RIVER, ABOUT 3 MILES SOUTHEAST OF THE MAGRUDER HILL
 SQ0516'RANCH, ON THE HIGHEST RIDGE IN THE VICNINTY.
 SQ0516'
 SQ0516'TO REACH FROM THE POST OFFICE IN FORT PECK, GO WEST ON STATE
 SQ0516'HIGHWAY 24 FOR 5.2 MILES TO A DIRT ROAD LEFT AND SIGN READING,
 SQ0516'THE PINES, TURN LEFT AND GO 20.8 MILES TO A SIDE ROAD LEFT,
 SQ0516'CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A FORK JUST AFTER CROSSING
 SQ0516'BRIDGE, TAKE LEFT FORK AND GO 3.7 MILES TO A WIRE GATE,
 SQ0516'PASS THROUGH GATE AND GO STRAIGHT AHEAD FOR 0.6 MILE TO A
 SQ0516'FORK, TAKE RIGHT FORK AND GO 0.8 MILE TO RANCH HOUSE ON
 SQ0516'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A DAM, TURN LEFT
 SQ0516'JUST AFTER CROSSING DAM AND GO SOUTH-SOUTHEAST ON LEFT
 SQ0516'SIDE OF RIDGE FOR 1.0 MILE TO A WIRE GATE, CONTINUE
 SQ0516'STRAIGHT AHEAD FOR 2.3 MILES TO THE AZIMUTH MARK ON LEFT,
 SQ0516'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE, AND STATION IS ON
 SQ0516'TOP OF RIDGE ON THE RIGHT.
 SQ0516'
 SQ0516'STATION IS A STANDARD MO.R.C. STATION MARK DISK BOLTED ON
 SQ0516'THE TOP OF A 5-INCH IRON PIPE.  THE MARK PROJECTS 10 INCHES.
 SQ0516'
 SQ0516'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SQ0516'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 10 INCHES,
 SQ0516'AND THE DISK IS STAMPED FIVE PINES MO.R.C.-USED NO 1 1948.
 SQ0516'
 SQ0516'REFERENCE MARK NO. 2 IS A STANDARD REFERNCE MARK DISK SET
 SQ0516'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 6 INCHES
 SQ0516'AND THE DISK IS STAMPED FIVE PINES MO.R.C.-USED NO 2 1948.
 SQ0516'
 SQ0516'AZIMUTH MARK IS 0.3 MILE FROM THE STATION, 15 FEET EAST OF A
 SQ0516'TRACK ROAD, AND 3 FEET SOUTH OF A WITNESS POST.  IT IS A
 SQ0516'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH
 SQ0516'SQUARE CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 SQ0516'IS STAMPED FIVE PINES MO.R.C.-USED 1948.
 SQ0516'
 SQ0516'HELL (U.S.E.), SUTHERLAND, AND BROWNING WILL SEE FROM A 4-FOOT
 SQ0516'STAND.
 SQ0516'
 SQ0516'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SQ0516
 SQ0516                          STATION RECOVERY (1957)
 SQ0516
 SQ0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0516'RECOVERED BY U.S. ENGINEERS IN 1937 AND DESCRIBED AS FOLLOWS
 SQ0516'
 SQ0516'THE STATION IS IN VALLEY COUNTY ON THE LEFT BANK OF THE MISSOURI RIVER
 SQ0516'AND IN SECTION 5, T 23 N, R 38 E.  THE STATION IS 6 MI. N. OF NINTH
 SQ0516'POINT, 3 MI. N. OF THE MISSOURI RIVER, 3 MI. SE. OF THE MAGRUDER HILL
 SQ0516'RANCH, AND ABOUT 33 FT. NW. OF PASS USED FOR THE NINTH POINT ROAD.
 SQ0516'STATION IS ON THE SW. TIP OF THE HIGH DIVIDE LAND BETWEEN WILLOW CREEK
 SQ0516'AND THE MISSOURI RIVER AND IS ON THE HIGH BUTTE OVERLOOKING UPPER
 SQ0516'EIGHTH COULEE, SUTHERLAND CREEK AND THE MISSOURI RIVER.  STATION HILL
 SQ0516'IS HIGHEST GROUND IN VICINITY.
 SQ0516'
 SQ0516'TO REACH STATION VIA AUTOMOBILE, DRIVE W. AND NW. ON HIGHWAY TO
 SQ0516'GLASGOW TO CROSSROADS OPPOSITE WHITE SCHOOL, ABOUT 5 MI. FROM FORT
 SQ0516'PECK.  TURN LEFT OR W. AND GO 7 MI. ON GRADED RD. TO WILLOW CREEK
 SQ0516'VALLEY, THENCE S. AND SW. ABOUT 17-3/4 MI. TO FORK IN RD.  THE RIGHT
 SQ0516'FORK GOES TO FARANUF.  TAKE LEFT FORK AND GO S. OVER DIVIDE BETWEEN
 SQ0516'WILLOW CREEK AND THE MISSOURI RIVER, THENCE S. TO TOP OF STEEP GRADE
 SQ0516'INTO MISSOURI RIVER VALLEY.  FROM THIS POINT, PROCEED ON FOOT TO TOP
 SQ0516'OF BUTTE TO RIGHT OF RD. AND STATION.
 SQ0516'
 SQ0516'STATION MARK--STANDARD MORC STATION MARK DISK BOLTED ON THE TOP OF A
 SQ0516'5 IN. IRON PIPE, PROJECTING 0.9 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1601 ***********************************************************************
 SS1601  DESIGNATION -  FKCC 1
 SS1601  PID         -  SS1601
 SS1601  STATE/COUNTY-  MT/CHOUTEAU
 SS1601  USGS QUAD   -  CARTER (1953)
 SS1601
 SS1601                         *CURRENT SURVEY CONTROL
 SS1601  ___________________________________________________________________
 SS1601* NAD 83(1992)-  47 47 07.69944(N)    110 59 07.75368(W)     ADJUSTED  
 SS1601* NAVD 88     -       984.8    (meters)    3231.     (feet)  VERTCON   
 SS1601  ___________________________________________________________________
 SS1601  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 SS1601  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 SS1601
 SS1601  HORZ ORDER  -  THIRD
 SS1601
 SS1601.The horizontal coordinates were established by classical geodetic methods
 SS1601.and adjusted by the National Geodetic Survey in July 1992..
 SS1601
 SS1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1601
 SS1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1601
 SS1601.The geoid height was determined by GEOID03.
 SS1601
 SS1601;                    North         East     Units Scale Factor Converg.
 SS1601;SPC MT       -   393,909.562   488,750.330   MT  0.99948372   -1 05 11.9
 SS1601;SPC MT       - 1,292,354.21  1,603,511.58   iFT  0.99948372   -1 05 11.9
 SS1601;UTM  12      - 5,292,456.885   501,087.075   MT  0.99960001   +0 00 38.7
 SS1601
 SS1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1601!SPC MT       -   0.99984797  x   0.99948372  =   0.99933177
 SS1601!UTM  12      -   0.99984797  x   0.99960001  =   0.99944804
 SS1601
 SS1601                          SUPERSEDED SURVEY CONTROL
 SS1601
 SS1601  NAD 83(1986)-  47 47 07.69599(N)    110 59 07.73105(W) AD(       ) 3
 SS1601  NGVD 29 (05/18/92)  983.9    (m)         3228.     (f) VERT ANG       
 SS1601
 SS1601.Superseded values are not recommended for survey control.
 SS1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1601.See file dsdata.txt to determine how the superseded data were derived.
 SS1601
 SS1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0108792457(NAD 83)
 SS1601_MARKER: DS = TRIANGULATION STATION DISK
 SS1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1601+STABILITY: SURFACE MOTION
 SS1601
 SS1601  HISTORY     - Date     Condition        Report By
 SS1601  HISTORY     - 1947     MONUMENTED       USGS
 SS1601
 SS1601                          STATION DESCRIPTION
 SS1601
 SS1601'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1601'STATION IS LOCATED APPROXIMATELY 1.25 MI. W. OF CARTER, MONTANA, IN
 SS1601'SEC. 5, T 23 N, R 6 E, LOCATED ON S. SIDE OF COUNTY RD. BENEATH POWER
 SS1601'LINE AT HIGHEST POINT IN VICINITY.
 SS1601'
 SS1601'STATION MARK-STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1601'STAMPED---FKCC-1 1947 VABM 3228---.
 SS1601'
 SS1601'REFERENCE MARK NO. 1--PRECAST CONCRETE MONUMENT WITH REINFORCING ROD
 SS1601'EXTENDING ONE INCH OUT THE TOP, DISTANCE OF 57.40 FT. FROM STATION
 SS1601'MARK N 00 DEGREES 04 MINUTES W.
 SS1601'
 SS1601'REFERENCE MARK NO. 2--PRECAST CONCRETE MONUMENT WITH REINFORCING ROD
 SS1601'EXTENDING ONE INCH OUT THE TOP, DISTANCE OF 47.20 FT. FROM STATION
 SS1601'MARK S 89 DEGREES 26 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0826 ***********************************************************************
 TM0826  DESIGNATION -  FLAG
 TM0826  PID         -  TM0826
 TM0826  STATE/COUNTY-  MT/PONDERA
 TM0826  USGS QUAD   -  FLAG BUTTE (1985)
 TM0826
 TM0826                         *CURRENT SURVEY CONTROL
 TM0826  ___________________________________________________________________
 TM0826* NAD 83(1992)-  48 26 07.02273(N)    112 29 56.49078(W)     ADJUSTED  
 TM0826* NAVD 88     -      1279.2    (meters)    4197.     (feet)  VERTCON   
 TM0826  ___________________________________________________________________
 TM0826  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 TM0826  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 TM0826
 TM0826  HORZ ORDER  -  FIRST
 TM0826
 TM0826.The horizontal coordinates were established by classical geodetic methods
 TM0826.and adjusted by the National Geodetic Survey in July 1992..
 TM0826
 TM0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0826
 TM0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0826
 TM0826.The geoid height was determined by GEOID03.
 TM0826
 TM0826;                    North         East     Units Scale Factor Converg.
 TM0826;SPC MT       -   469,325.257   378,206.021   MT  0.99970264   -2 11 37.7
 TM0826;SPC MT       - 1,539,781.03  1,240,833.40   iFT  0.99970264   -2 11 37.7
 TM0826;UTM  12      - 5,365,767.407   389,124.847   MT  0.99975104   -1 07 18.1
 TM0826
 TM0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0826!SPC MT       -   0.99980186  x   0.99970264  =   0.99950456
 TM0826!UTM  12      -   0.99980186  x   0.99975104  =   0.99955295
 TM0826
 TM0826|---------------------------------------------------------------------|
 TM0826| PID    Reference Object                     Distance      Geod. Az  |
 TM0826|                                                           dddmmss.s |
 TM0826| CN3531 FLAG RM 2                            17.961 METERS 04314     |
 TM0826| TM0805 MOUNTAIN STS TT CO MICROWAVE        APPROX.36.4 KM 1085024.8 |
 TM0826| TM0308 BADGER                                5.600 METERS 25921     |
 TM0826| CN3529 FLAG AZ MK                                         2653832.8 |
 TM0826| CN3530 FLAG RM 1                            22.924 METERS 28029     |
 TM0826|---------------------------------------------------------------------|
 TM0826
 TM0826                          SUPERSEDED SURVEY CONTROL
 TM0826
 TM0826  NAD 83(1986)-  48 26 07.02929(N)    112 29 56.48366(W) AD(       ) 1
 TM0826  NAD 27      -  48 26 07.10850(N)    112 29 53.28959(W) AD(       ) 1
 TM0826  NGVD 29 (07/19/86) 1278.1    (m)         4193.     (f) VERT ANG       
 TM0826
 TM0826.Superseded values are not recommended for survey control.
 TM0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0826.See file dsdata.txt to determine how the superseded data were derived.
 TM0826
 TM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU8912565767(NAD 83)
 TM0826_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0826
 TM0826  HISTORY     - Date     Condition        Report By
 TM0826  HISTORY     - 1964     MONUMENTED       CGS
 TM0826
 TM0826                          STATION DESCRIPTION
 TM0826
 TM0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0826'THE STATION IS ABOUT 18-1/2 MILES NORTHEAST OF HEART BUTTE,
 TM0826'16 MILES SOUTH-SOUTHWEST OF CUT BANK AND 14-1/2 MILES NORTHWEST
 TM0826'OF VALIER, ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS
 TM0826'FLAG BUTTE, A PROMINENT BUTTE, THE HIGHEST IN THE IMMEDIATE
 TM0826'VICINITY.
 TM0826'
 TM0826'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN VALIER, GO WEST
 TM0826'ON STATE HIGHWAY 216 FOR 14.0 MILES TO THE JUNCTION WITH U.S.
 TM0826'HIGHWAY 89.  TURN RIGHT AND GO NORTHWEST ON U.S. HIGHWAY 89
 TM0826'FOR 1.1 MILES TO WOODEN BRIDGE OVER BIRCH CREEK.  CONTINUE
 TM0826'NORTHWEST ON HIGHWAY FOR 2.1 MILES TO A BRIDGE OVER BLACKTAIL
 TM0826'CREEK.  CONTINUE NORTHWEST ON HIGHWAY FOR 2.95 MILES TO A WIRE
 TM0826'GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO
 TM0826'NORTHERLY ON TRACK ROAD FOR 1.5 MILES TO TWO WIRE GATES AT
 TM0826'FENCE CORNER.  PASS THROUGH GATE IN EAST-WEST FENCE LINE AND
 TM0826'CONTINUE NORTHERLY FOR 1.3 MILES TO A BARN AND CORRAL ON THE
 TM0826'RIGHT.  CONTINUE NORTHERLY ON MAIN TRACK ROAD FOR 0.45 MILE
 TM0826'TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO EAST AND NORTHEAST ON
 TM0826'TRACK ROAD FOR 0.5 MILE TO A REVERSE FORK ON THE LEFT.
 TM0826'CONTINUE NORTHEASTERLY ON TRACK ROAD FOR 0.35 MILE TO A FORK.
 TM0826'TAKE THE LEFT FORK AND CONTINUE NORTHEASTERLY ON TRACK
 TM0826'ROAD FOR 0.9 MILE TO A WIRE GATE.  PASS THROUGH GATE AND GO
 TM0826'EASTERLY ON TRACK ROAD FOR 0.65 MILE TO A LONE SQUARE
 TM0826'POST AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON
 TM0826'TRACK ROAD FOR 0.5 MILE TO A POINT ABOUT DUE NORTH OF THE
 TM0826'BUTTE.  TURN RIGHT AND GO SOUTH, CROSS COUNTRY FOR 0.2
 TM0826'MILE TO THE BASE OF THE BUTTE.  (A FOUR WHEEL DRIVE VEHICLE IS
 TM0826'NEEDED FROM THIS POINT.) CONTINUE SOUTHERLY, UP STEEP HILL
 TM0826'FOR 0.1 MILE TO THE TOP OF BUTTE AND STATION.
 TM0826'
 TM0826'STATION MARK IS A STANDARD DISK, STAMPED FLAG 1964, SET IN
 TM0826'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 TM0826'IT IS 16 FEET NORTH OF THE SOUTH SLOPE OF THE BUTTE AND 8 FEET
 TM0826'SOUTH OF THE NORTH SLOPE OF THE BUTTE.
 TM0826'
 TM0826'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLAG NO 1 1964, SET
 TM0826'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 TM0826'IT IS 4 FEET NORTHEAST OF THE SOUTHWEST SLOPE OF THE BUTTE,
 TM0826'4 FEET SOUTHWEST OF THE NORTHEAST SLOPE AND ABOUT 2 FEET LOWER
 TM0826'THAN THE STATION.
 TM0826'
 TM0826'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLAG NO 2 1964,
 TM0826'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 10 INCHES.
 TM0826'IT IS 35 FEET NORTH OF THE SOUTH SLOPE OF THE BUTTE, 11 FEET SOUTH
 TM0826'OF THE NORTH SLOPE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0826'
 TM0826'USGS MARK IS A BRONZE DISK, NOT STAMPED, RIVETED TO THE TOP OF
 TM0826'A 3 INCH IRON PIPE PROJECTING 11 INCHES.  IT IS 15 FEET SOUTH
 TM0826'OF THE NORTH SLOPE OF THE BUTTE, 11 FEET NORTH OF THE SOUTH
 TM0826'SLOPE AND ABOUT THE SAME ELEVATION AS THE STATION.
 TM0826'
 TM0826'AZIMUTH MARK IS A STANDARD DISK, STAMPED FLAG 1964, SET IN THE
 TM0826'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 TM0826'IS 54 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 46 FEET
 TM0826'SOUTH OF A LONE SQUARE POST AND 4.6 FEET NORTH-NORTHWEST OF A
 TM0826'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1602 ***********************************************************************
 SS1602  DESIGNATION -  FLAG
 SS1602  PID         -  SS1602
 SS1602  STATE/COUNTY-  MT/CHOUTEAU
 SS1602  USGS QUAD   -  SHEEP COULEE SPRINGS (1987)
 SS1602
 SS1602                         *CURRENT SURVEY CONTROL
 SS1602  ___________________________________________________________________
 SS1602* NAD 83(1992)-  47 47 33.16182(N)    111 15 06.49048(W)     ADJUSTED  
 SS1602* NAVD 88     -      1078.0    (meters)    3537.     (feet)  VERTCON   
 SS1602  ___________________________________________________________________
 SS1602  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 SS1602  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 SS1602
 SS1602  HORZ ORDER  -  THIRD
 SS1602
 SS1602.The horizontal coordinates were established by classical geodetic methods
 SS1602.and adjusted by the National Geodetic Survey in July 1992..
 SS1602
 SS1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1602
 SS1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1602
 SS1602.The geoid height was determined by GEOID03.
 SS1602
 SS1602;                    North         East     Units Scale Factor Converg.
 SS1602;SPC MT       -   395,107.529   468,826.317   MT  0.99948540   -1 16 53.2
 SS1602;SPC MT       - 1,296,284.54  1,538,144.08   iFT  0.99948540   -1 16 53.2
 SS1602;UTM  12      - 5,293,273.571   481,141.459   MT  0.99960437   -0 11 11.5
 SS1602
 SS1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1602!SPC MT       -   0.99983334  x   0.99948540  =   0.99931882
 SS1602!UTM  12      -   0.99983334  x   0.99960437  =   0.99943777
 SS1602
 SS1602                          SUPERSEDED SURVEY CONTROL
 SS1602
 SS1602  NAD 83(1986)-  47 47 33.15906(N)    111 15 06.47202(W) AD(       ) 3
 SS1602  NGVD 29 (05/18/92) 1077.1    (m)         3534.     (f) VERT ANG       
 SS1602
 SS1602.Superseded values are not recommended for survey control.
 SS1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1602.See file dsdata.txt to determine how the superseded data were derived.
 SS1602
 SS1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8114193274(NAD 83)
 SS1602_MARKER: DS = TRIANGULATION STATION DISK
 SS1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1602+STABILITY: SURFACE MOTION
 SS1602
 SS1602  HISTORY     - Date     Condition        Report By
 SS1602  HISTORY     - 1947     MONUMENTED       USGS
 SS1602
 SS1602                          STATION DESCRIPTION
 SS1602
 SS1602'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1602'STATION IS LOCATED AT CENTER OF SEC. 32, T 24 N, R 4 E.  STATION IS
 SS1602'3 FT. FROM FENCE CORNER.
 SS1602'
 SS1602'TO REACH FROM GREAT FALLS, MONTANA, PROCEED ON THE COUNTY RD. KNOWN AS
 SS1602'BOOTLEGGER TRAIL APPROXIMATELY 17 MI. TO B.M. HT-9, THENCE 2 MI.
 SS1602'FARTHER N. ON SECTION RIGHT-OF-WAY, THENCE 1.5 MI. E. TO SHARP BEND
 SS1602'IN RD., THENCE 0.5 MI. N. TO STATION.
 SS1602'
 SS1602'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT.  STATION
 SS1602'MARKED U.S. GEOLOGICAL SURVEY ---FLAG 1947---.
 SS1602'
 SS1602'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT ALONG
 SS1602'N-S. FENCE LINE, 69.75 FT. N 00 DEGREES 00 MINUTES E.
 SS1602'
 SS1602'REFERENCE MARK NO. 2--STANDARD TABLET SET IN CONCRETE MONUMENT ALONG
 SS1602'E-W. FENCE LINE, 52.43 FT. N 81 DEGREES 07 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0618 ***********************************************************************
 TL0618  DESIGNATION -  FLAT
 TL0618  PID         -  TL0618
 TL0618  STATE/COUNTY-  MT/HILL
 TL0618  USGS QUAD   -  KREMLIN (1969)
 TL0618
 TL0618                         *CURRENT SURVEY CONTROL
 TL0618  ___________________________________________________________________
 TL0618* NAD 83(1992)-  48 30 21.04835(N)    110 04 31.95793(W)     ADJUSTED  
 TL0618* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 TL0618  ___________________________________________________________________
 TL0618  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 TL0618  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 TL0618
 TL0618  HORZ ORDER  -  THIRD
 TL0618
 TL0618.The horizontal coordinates were established by classical geodetic methods
 TL0618.and adjusted by the National Geodetic Survey in July 1992..
 TL0618
 TL0618.The orthometric height was scaled from a topographic map.
 TL0618
 TL0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0618
 TL0618.The geoid height was determined by GEOID03.
 TL0618
 TL0618;                    North         East     Units Scale Factor Converg.
 TL0618;SPC MT       -   473,079.131   557,483.069   MT  0.99973432   -0 25 15.6
 TL0618;SPC MT       - 1,552,096.89  1,829,012.69   iFT  0.99973432   -0 25 15.6
 TL0618;UTM  12      - 5,372,938.106   568,283.073   MT  0.99965728   +0 41 32.9
 TL0618
 TL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0618!SPC MT       -   0.99986478  x   0.99973432  =   0.99959914
 TL0618!UTM  12      -   0.99986478  x   0.99965728  =   0.99952211
 TL0618
 TL0618:                Primary Azimuth Mark                     Grid Az
 TL0618:SPC MT       -  VAN                                      261 16 09.9
 TL0618:UTM  12      -  VAN                                      260 09 21.4
 TL0618
 TL0618|---------------------------------------------------------------------|
 TL0618| PID    Reference Object                     Distance      Geod. Az  |
 TL0618|                                                           dddmmss.s |
 TL0618| TL0646 VAN                                 APPROX.14.2 KM 2605054.3 |
 TL0618|---------------------------------------------------------------------|
 TL0618
 TL0618                          SUPERSEDED SURVEY CONTROL
 TL0618
 TL0618  NAD 83(1986)-  48 30 21.04714(N)    110 04 31.94498(W) AD(       ) 3
 TL0618  NAD 27      -  48 30 21.09427(N)    110 04 29.12778(W) AD(       ) 3
 TL0618
 TL0618.Superseded values are not recommended for survey control.
 TL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0618.See file dsdata.txt to determine how the superseded data were derived.
 TL0618
 TL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU6828372938(NAD 83)
 TL0618_MARKER: Z = SEE DESCRIPTION
 TL0618_SETTING: 0 = UNSPECIFIED SETTING
 TL0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0618
 TL0618  HISTORY     - Date     Condition        Report By
 TL0618  HISTORY     - 1904     MONUMENTED       USGS
 TL0618
 TL0618                          STATION DESCRIPTION
 TL0618
 TL0618'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 TL0618'ON FLAT PRAIRIE ABOUT 5 MI. S. OF KREMLIN RAILROAD STATION, 1.5 MI.
 TL0618'S. OF WAGON RD. AND 3.5 MI. N. OF SAGE CREEK.
 TL0618'
 TL0618'STATION MARK - IRON BENCH MARK POST SET 40 IN. IN GROUND.
 TL0618'
 TL0618'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0618 ***********************************************************************
 SQ0618  DESIGNATION -  FLAT ET
 SQ0618  PID         -  SQ0618
 SQ0618  STATE/COUNTY-  MT/GARFIELD
 SQ0618  USGS QUAD   -  BATEMAN COULEE (1964)
 SQ0618
 SQ0618                         *CURRENT SURVEY CONTROL
 SQ0618  ___________________________________________________________________
 SQ0618* NAD 83(1992)-  47 25 57.69037(N)    106 42 00.92182(W)     ADJUSTED  
 SQ0618* NAVD 88     -       841.7    (meters)    2761.     (feet)  VERTCON   
 SQ0618  ___________________________________________________________________
 SQ0618  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 SQ0618  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 SQ0618
 SQ0618  HORZ ORDER  -  THIRD
 SQ0618
 SQ0618.The horizontal coordinates were established by classical geodetic methods
 SQ0618.and adjusted by the National Geodetic Survey in July 1992..
 SQ0618
 SQ0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0618
 SQ0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0618
 SQ0618.The geoid height was determined by GEOID03.
 SQ0618
 SQ0618;                    North         East     Units Scale Factor Converg.
 SQ0618;SPC MT       -   357,425.417   811,044.591   MT  0.99941948   +2 02 52.9
 SQ0618;SPC MT       - 1,172,655.57  2,660,907.45   iFT  0.99941948   +2 02 52.9
 SQ0618;UTM  13      - 5,254,650.671   371,785.884   MT  0.99980202   -1 15 08.6
 SQ0618
 SQ0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0618!SPC MT       -   0.99987054  x   0.99941948  =   0.99929010
 SQ0618!UTM  13      -   0.99987054  x   0.99980202  =   0.99967259
 SQ0618
 SQ0618                          SUPERSEDED SURVEY CONTROL
 SQ0618
 SQ0618  NAD 83(1986)-  47 25 57.67955(N)    106 42 00.90084(W) AD(       ) 3
 SQ0618  NGVD 29 (06/10/92)  841.0    (m)         2759.     (f) VERT ANG       
 SQ0618
 SQ0618.Superseded values are not recommended for survey control.
 SQ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0618.See file dsdata.txt to determine how the superseded data were derived.
 SQ0618
 SQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN7178654651(NAD 83)
 SQ0618_MARKER: DS = TRIANGULATION STATION DISK
 SQ0618_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0618_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0618
 SQ0618  HISTORY     - Date     Condition        Report By
 SQ0618  HISTORY     - 1964     MONUMENTED       USGS
 SQ0618
 SQ0618                          STATION DESCRIPTION
 SQ0618
 SQ0618'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SQ0618'STATION LOCATED ABOUT 8 MI. N. AND 10 MI. E. OF JORDAN, ON A GRASSY
 SQ0618'TOP IN THE SW. 1/4, SEC. 1, T 19 N, R 39 E, ABOUT 0.2 MI. SE. OF THE
 SQ0618'W. 1/4 CORNER OF SAID SECTION, ABOUT 1-1/2 MI. NW. OF THE CONFLUENCE
 SQ0618'OF MABAN AND BATEMAN COULEES.
 SQ0618'
 SQ0618'TO REACH FROM THE POST OFFICE IN JORDAN, GO E. ON HIGHWAY 20, 5.2 MI.
 SQ0618'TO A GRADED RD. LEADING N.  TURN LEFT AND GO N. 7.3 MI. TO A TRACK
 SQ0618'RD. LEADING E. ALONG A SECTION LINE.  TURN RIGHT, FOLLOWING RD. 1.3
 SQ0618'MI. TO GATE AT WATER WELL.  CONTINUE THRU GATE 0.40 MI. TO A FORK AND
 SQ0618'DIM RD. RIGHT.  TURN RIGHT AND GO SE. 0.35 MI. TO T-FENCE N. AND GATE.
 SQ0618'PASS THRU GATE AND FOLLOW FENCE E. ON DIM RD. 0.50 MI. TO GATE IN N-S.
 SQ0618'FENCE, CONTINUE E. 0.25 MI., THEN TURN N. ALONG E. SIDE OF FENCE,
 SQ0618'FOLLOWING RD. 0.70 MI. TO BEND E.  FOLLOW AROUND BEND 0.35 MI., LEAVE
 SQ0618'RD. AND GO S. TO TOP OF HILL AND STATION IN A PATCH OF SAGE.
 SQ0618'
 SQ0618'STATION MARK--STANDARD ALUMINUM TABLET RIVETED TO A 1 IN. GALVANIZED
 SQ0618'PIPE PROJECTING 0.3 FT., STAMPED---FLAT-ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9747 ***********************************************************************
 DG9747  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9747  DESIGNATION -  FLAT HEAD COMMUNI CORS ARP
 DG9747  CORS_ID     -  MTFV
 DG9747  PID         -  DG9747
 DG9747  STATE/COUNTY-  MT/FLATHEAD
 DG9747  USGS QUAD   -  KALISPELL (1994)
 DG9747
 DG9747                         *CURRENT SURVEY CONTROL
 DG9747  ___________________________________________________________________
 DG9747* NAD 83(CORS)-  48 13 38.89073(N)    114 19 36.54385(W)     ADJUSTED  
 DG9747* NAVD 88     -                                                        
 DG9747  ___________________________________________________________________
 DG9747  EPOCH DATE  -        2002.00
 DG9747  X           -  -1,753,834.809 (meters)                     COMP
 DG9747  Y           -  -3,879,471.048 (meters)                     COMP
 DG9747  Z           -   4,734,438.705 (meters)                     COMP
 DG9747  ELLIP HEIGHT-         905.69  (meters)          (04/??/05) GPS OBS
 DG9747  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 DG9747
 DG9747  HORZ ORDER  -  SPECIAL (CORS)
 DG9747  ELLP ORDER  -  SPECIAL (CORS)
 DG9747
 DG9747.ITRF positions are available for this station.
 DG9747.The coordinates were established by GPS observations
 DG9747.and adjusted by the National Geodetic Survey in April 2005..
 DG9747.The coordinates are valid at the epoch date displayed above.
 DG9747.The epoch date for horizontal control is a decimal equivalence
 DG9747.of Year/Month/Day.
 DG9747
 DG9747
 DG9747.The PID for the CORS L1 Phase Center is DG9748.
 DG9747
 DG9747.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9747
 DG9747.The ellipsoidal height was determined by GPS observations
 DG9747.and is referenced to NAD 83.
 DG9747
 DG9747.The geoid height was determined by GEOID03.
 DG9747
 DG9747;                    North         East     Units Scale Factor Converg.
 DG9747;SPC MT       -   453,020.295   241,747.031   MT  0.99961837   -3 31 51.0
 DG9747;SPC MT       - 1,486,287.06    793,133.30   iFT  0.99961837   -3 31 51.0
 DG9747
 DG9747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9747!SPC MT       -   0.99985807  x   0.99961837  =   0.99947650
 DG9747
 DG9747                          SUPERSEDED SURVEY CONTROL
 DG9747
 DG9747.No superseded survey control is available for this station.
 DG9747
 DG9747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9852145038(NAD 83)
 DG9747_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9747
 DG9747                          STATION DESCRIPTION
 DG9747
 DG9747'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9747'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9747'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9747'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9747'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9747'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9748 ***********************************************************************
 DG9748  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9748  DESIGNATION -  FLAT HEAD COMMUNI CORS L1 PHASE CENTER
 DG9748  CORS_ID     -  MTFV
 DG9748  PID         -  DG9748
 DG9748  STATE/COUNTY-  MT/FLATHEAD
 DG9748  USGS QUAD   -  KALISPELL (1994)
 DG9748
 DG9748                         *CURRENT SURVEY CONTROL
 DG9748  ___________________________________________________________________
 DG9748* NAD 83(CORS)-  48 13 38.89072(N)    114 19 36.54379(W)     ADJUSTED  
 DG9748* NAVD 88     -                                                        
 DG9748  ___________________________________________________________________
 DG9748  EPOCH DATE  -        2002.00
 DG9748  X           -  -1,753,834.828 (meters)                     COMP
 DG9748  Y           -  -3,879,471.091 (meters)                     COMP
 DG9748  Z           -   4,734,438.757 (meters)                     COMP
 DG9748  ELLIP HEIGHT-         905.76  (meters)          (04/??/05) GPS OBS
 DG9748  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 DG9748
 DG9748  HORZ ORDER  -  SPECIAL (CORS)
 DG9748  ELLP ORDER  -  SPECIAL (CORS)
 DG9748
 DG9748.ITRF positions are available for this station.
 DG9748.The coordinates were established by GPS observations
 DG9748.and adjusted by the National Geodetic Survey in April 2005..
 DG9748.The coordinates are valid at the epoch date displayed above.
 DG9748.The epoch date for horizontal control is a decimal equivalence
 DG9748.of Year/Month/Day.
 DG9748
 DG9748
 DG9748.The PID for the CORS ARP is DG9747.
 DG9748
 DG9748.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9748
 DG9748.The ellipsoidal height was determined by GPS observations
 DG9748.and is referenced to NAD 83.
 DG9748
 DG9748.The geoid height was determined by GEOID03.
 DG9748
 DG9748;                    North         East     Units Scale Factor Converg.
 DG9748;SPC MT       -   453,020.295   241,747.032   MT  0.99961837   -3 31 51.0
 DG9748;SPC MT       - 1,486,287.06    793,133.31   iFT  0.99961837   -3 31 51.0
 DG9748
 DG9748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9748!SPC MT       -   0.99985806  x   0.99961837  =   0.99947649
 DG9748
 DG9748                          SUPERSEDED SURVEY CONTROL
 DG9748
 DG9748.No superseded survey control is available for this station.
 DG9748
 DG9748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9852145038(NAD 83)
 DG9748_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9748
 DG9748                          STATION DESCRIPTION
 DG9748
 DG9748'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9748'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9748'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9748'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9748'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9748'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1398 ***********************************************************************
 SS1398  DESIGNATION -  FLAT TOP
 SS1398  PID         -  SS1398
 SS1398  STATE/COUNTY-  MT/CASCADE
 SS1398  USGS QUAD   -  NORTHEAST GREAT FALL (1994)
 SS1398
 SS1398                         *CURRENT SURVEY CONTROL
 SS1398  ___________________________________________________________________
 SS1398* NAD 83(1992)-  47 34 42.09006(N)    111 13 19.85911(W)     ADJUSTED  
 SS1398* NAVD 88     -      1132.6    (meters)    3716.     (feet)  VERTCON   
 SS1398  ___________________________________________________________________
 SS1398  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 SS1398  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SS1398
 SS1398  HORZ ORDER  -  FIRST
 SS1398
 SS1398.The horizontal coordinates were established by classical geodetic methods
 SS1398.and adjusted by the National Geodetic Survey in July 1992..
 SS1398
 SS1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1398
 SS1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1398
 SS1398.The geoid height was determined by GEOID03.
 SS1398
 SS1398;                    North         East     Units Scale Factor Converg.
 SS1398;SPC MT       -   371,262.738   470,520.579   MT  0.99944138   -1 15 35.2
 SS1398;SPC MT       - 1,218,053.60  1,543,702.69   iFT  0.99944138   -1 15 35.2
 SS1398;UTM  12      - 5,269,462.150   483,291.547   MT  0.99960343   -0 09 50.5
 SS1398
 SS1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1398!SPC MT       -   0.99982473  x   0.99944138  =   0.99926621
 SS1398!UTM  12      -   0.99982473  x   0.99960343  =   0.99942823
 SS1398
 SS1398|---------------------------------------------------------------------|
 SS1398| PID    Reference Object                     Distance      Geod. Az  |
 SS1398|                                                           dddmmss.s |
 SS1398| CN3533 FLAT TOP RM 1                         8.699 METERS 09342     |
 SS1398| CN3534 FLAT TOP RM 2                        10.586 METERS 18202     |
 SS1398| CN3532 FLAT TOP AZ MK                                     3565311.2 |
 SS1398|---------------------------------------------------------------------|
 SS1398
 SS1398                          SUPERSEDED SURVEY CONTROL
 SS1398
 SS1398  NAD 83(1986)-  47 34 42.08868(N)    111 13 19.83945(W) AD(       ) 1
 SS1398  NAD 27      -  47 34 42.22600(N)    111 13 17.00900(W) AD(       ) 1
 SS1398  NGVD 29 (07/19/86) 1131.7    (m)         3713.     (f) VERT ANG       
 SS1398
 SS1398.Superseded values are not recommended for survey control.
 SS1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1398.See file dsdata.txt to determine how the superseded data were derived.
 SS1398
 SS1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8329269462(NAD 83)
 SS1398_MARKER: DS = TRIANGULATION STATION DISK
 SS1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1398
 SS1398  HISTORY     - Date     Condition        Report By
 SS1398  HISTORY     - 1949     MONUMENTED       CGS
 SS1398  HISTORY     - 1969     GOOD             CGS
 SS1398
 SS1398                          STATION DESCRIPTION
 SS1398
 SS1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1398'STATION IS ABOUT 6-1/2 MILES NORTHEAST OF GREAT FALLS, AND 1/2
 SS1398'MILE EAST OF U.S. HIGHWAY 87, ON A LONE PROMINENT BLUFF
 SS1398'OWNED BY HENRY SHEFFELS.  IT IS 4-1/2 FEET SOUTHEAST OF A WITNESS
 SS1398'POST.
 SS1398'
 SS1398'TO REACH THE STATION FROM THE NORTH END OF THE NINTH STREET
 SS1398'BRIDGE IN GREAT FALLS, GO NORTH ON U.S. HIGHWAY 87 FOR 5.15
 SS1398'MILES TO A T-ROAD RIGHT, TURN RIGHT, GO SOUTHEAST ALONG THE
 SS1398'SOUTH SIDE OF A TELEPHONE LINE FOR 0.4 MILE, AT THIS POINT
 SS1398'LEAVE THE MAIN ROAD AND GO NORTH FOR 0.5 MILE, TURN RIGHT,
 SS1398'GO EAST AND NORTHEAST UPHILL FOR 0.6 MILE TO THE STATION.
 SS1398'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.25 MILE.
 SS1398'
 SS1398'STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FLAT
 SS1398'TOP 1949.
 SS1398'
 SS1398'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE WITNESS POST.
 SS1398'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FLAT TOP NO
 SS1398'1 1949.
 SS1398'
 SS1398'REFERENCE MARK NO. 2 IS 38 FEET SOUTH OF THE WITNESS POST.  THE
 SS1398'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FLAT TOP NO 2
 SS1398'1949.
 SS1398'
 SS1398'THE AZIMUTH MARK IS 0.25 MILE FROM THE STATION, ON A SMALL
 SS1398'PROMINENT KNOLL.  IT IS 4-1/2 FEET SOUTHEAST OF A WITNESS POST.
 SS1398'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FLAT
 SS1398'TOP 1949.
 SS1398'
 SS1398'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1398'CONCRETE POSTS.
 SS1398'
 SS1398'A 4 FOOT STAND AT STATION FLAT TOP WILL SEE 4 FOOT STANDS
 SS1398'AT STATIONS SPU, SHEPHERD (MO.RC), RYAN, RAINBOW AND EAST
 SS1398'BASE (USGS).
 SS1398
 SS1398                          STATION RECOVERY (1969)
 SS1398
 SS1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CMM)
 SS1398'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 SS1398'RECOVERED IN GOOD CONDITION.  THE WITNESS POSTS WERE INTACT.
 SS1398'
 SS1398'STATION IS 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SS1398'SECURITY FENCE FOR THE 801ST RADAR SQUADRON, AND 75 WEST
 SS1398'OF A TRACK ROAD.
 SS1398'
 SS1398'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 SS1398'
 SS1398'TO REACH THE STATION FROM THE 15TH STREET BRIDGE CROSSING
 SS1398'THE MISSOURI RIVER ON THE NORTH EDGE OF GREAT FALLS, MONTANA, GO
 SS1398'NORTH ON U.S. HIGHWAY 87 FOR 5.15 MILES TO A MACADAM ROAD
 SS1398'AND SIGN 801ST RADAR SQUADRON ON THE RIGHT.  TURN RIGHT (EAST)
 SS1398'ON THE MACADAM ROAD FOR 1.2 MILES TO THE TOP OF THE BLUFF AND
 SS1398'TRACK ROAD LEFT.  TAKE TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH
 SS1398'MARK ON THE LEFT (NORTH).  TAKE THE RIGHT (SOUTH) FORK JUST
 SS1398'PAST THE AZIMUTH MARK FOR 0.35 MILE TO THE SOUTHEAST EDGE OF
 SS1398'THE BLUFF AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0802 ***********************************************************************
 TM0802  DESIGNATION -  FLAT TOP
 TM0802  PID         -  TM0802
 TM0802  STATE/COUNTY-  MT/GLACIER
 TM0802  USGS QUAD   -  HEADLIGHT BUTTE NW (1968)
 TM0802
 TM0802                         *CURRENT SURVEY CONTROL
 TM0802  ___________________________________________________________________
 TM0802* NAD 83(1992)-  48 56 44.18580(N)    112 25 09.86251(W)     ADJUSTED  
 TM0802* NAVD 88     -      1342.1    (meters)    4403.     (feet)  VERTCON   
 TM0802  ___________________________________________________________________
 TM0802  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 TM0802  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 TM0802
 TM0802  HORZ ORDER  -  SECOND
 TM0802
 TM0802.The horizontal coordinates were established by classical geodetic methods
 TM0802.and adjusted by the National Geodetic Survey in July 1992..
 TM0802
 TM0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0802
 TM0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0802
 TM0802.The geoid height was determined by GEOID03.
 TM0802
 TM0802;                    North         East     Units Scale Factor Converg.
 TM0802;SPC MT       -   525,803.456   386,205.862   MT  0.99996699   -2 08 08.0
 TM0802;SPC MT       - 1,725,076.96  1,267,079.60   iFT  0.99996699   -2 08 08.0
 TM0802;UTM  12      - 5,422,380.084   396,069.487   MT  0.99973270   -1 04 13.6
 TM0802
 TM0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0802!SPC MT       -   0.99979205  x   0.99996699  =   0.99975905
 TM0802!UTM  12      -   0.99979205  x   0.99973270  =   0.99952481
 TM0802
 TM0802:                Primary Azimuth Mark                     Grid Az
 TM0802:SPC MT       -  FLAT TOP AZ MK                           094 14 11.5
 TM0802:UTM  12      -  FLAT TOP AZ MK                           093 10 17.1
 TM0802
 TM0802|---------------------------------------------------------------------|
 TM0802| PID    Reference Object                     Distance      Geod. Az  |
 TM0802|                                                           dddmmss.s |
 TM0802| CN3535 FLAT TOP AZ MK                                     0920603.5 |
 TM0802| TM0800 MONTANA PWR CO MICROWAVE MAST       APPROX.22.5 KM 1465046.0 |
 TM0802| TM0799 MOUNTAIN STS TT CO MICROWAVE        APPROX.18.9 KM 1545043.4 |
 TM0802| CN3536 FLAT TOP RM 1                        24.235 METERS 16813     |
 TM0802| CN3537 FLAT TOP RM 2                        25.339 METERS 25109     |
 TM0802|---------------------------------------------------------------------|
 TM0802
 TM0802                          SUPERSEDED SURVEY CONTROL
 TM0802
 TM0802  NAD 83(1986)-  48 56 44.19084(N)    112 25 09.85592(W) AD(       ) 2
 TM0802  NAD 27      -  48 56 44.22937(N)    112 25 06.61772(W) AD(       ) 2
 TM0802  NGVD 29 (07/19/86) 1341.0    (m)         4400.     (f) VERT ANG       
 TM0802
 TM0802.Superseded values are not recommended for survey control.
 TM0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0802.See file dsdata.txt to determine how the superseded data were derived.
 TM0802
 TM0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV9606922380(NAD 83)
 TM0802_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0802
 TM0802  HISTORY     - Date     Condition        Report By
 TM0802  HISTORY     - 1964     MONUMENTED       CGS
 TM0802
 TM0802                          STATION DESCRIPTION
 TM0802
 TM0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0802'THE STATION IS LOCATED ABOUT 24 MILES WEST NORTHWEST OF SUNBURST,
 TM0802'22 MILES NORTH NORTHWEST OF CUT BANK, 4 MILES SOUTH OF THE
 TM0802'UNITED STATES-CANADA BOUNDARY, ON THE SOUTHWEST EDGE OF A
 TM0802'PROMINENT, FLAT TOPPED BUTTE.
 TM0802'
 TM0802'TO REACH THE STATION FROM THE POST OFFICE IN SANTA RITA, GO NORTH
 TM0802'ON SECONDARY HIGHWAY 213 FOR 2.6 MILES TO SECONDARY HIGHWAY 483
 TM0802'ON THE LEFT.  CONTINUE NORTH FOR 7.1 MILES TO A GRAVELED SIDE
 TM0802'ROAD LEFT AND SIGN UNION OIL CO. 14 MI. REAGAN CAMP.  TURN LEFT
 TM0802'AND GO NORTHWESTERLY FOR 8.6 MILES TO A SIDE ROAD ON THE LEFT JUST
 TM0802'AFTER PASSING 8 GRAIN BINS ON THE RIGHT.  CONTINUE AHEAD FOR
 TM0802'0.9 MILE TO A GATE AND A DIRT SIDE ROAD ON THE RIGHT.  TURN
 TM0802'RIGHT, PASSING THROUGH THE GATE, AND GO NORTHERLY ON THE DIRT ROAD
 TM0802'FOR 0.35 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 TM0802'CONTINUE NORTH AND EAST ON THE DIRT ROAD FOR 0.7 MILE TO A
 TM0802'GATE JUST AFTER CROSSING A SMALL DIRT DAM.  PASS THROUGH
 TM0802'THE GATE AND CONTINUE EASTERLY FOR 0.5 MILE TO A POLE GATE
 TM0802'BETWEEN A HOUSE AND A CORRAL.  PASS THROUGH THE GATE AND CONTINUE
 TM0802'EASTERLY ON A TRACK ROAD FOR 0.4 MILES TO FORK.  TAKE THE
 TM0802'RIGHT FORK AND CONTINUE EASTERLY FOR 0.1 MILE TO A GATE,
 TM0802'PASS THROUGH THE GATE AND GO 0.8 MILE TO A GATE, PASS
 TM0802'THROUGH THE GATE AND GO NORTHEASTERLY ON THE MAIN ROAD FOR
 TM0802'1.05 MILE TO THE TOP OF THE BUTTE, THENCE RIGHT ALONG THE
 TM0802'SOUTH RIM OF THE BUTTE FOR 0.1 MILE TO THE STATION.  TO REACH
 TM0802'THE AZIMUTH MARK FROM THE STATION DRIVE EAST FOR 0.35 MILE TO A
 TM0802'NORTH-SOUTH FENCE LINE AND THE MARK.
 TM0802'
 TM0802'THE STATION MARK IS A STANDARD DISK, STAMPED FLAT TOP 1964, SET
 TM0802'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TM0802'THAT PROJECTS 2 INCHES.  IT IS 90 FEET NORTH OF THE SOUTH EDGE
 TM0802'OF THE BUTTE.
 TM0802'
 TM0802'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLAT TOP NO 1 1964,
 TM0802'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TM0802'THAT PROJECTS 2 INCHES.  IT IS 12 FEET NORTH OF THE SOUTH EDGE
 TM0802'OF THE BUTTE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 TM0802'
 TM0802'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLAT TOP NO 2 1964,
 TM0802'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TM0802'THAT PROJECTS 2 INCHES.  IT IS 42 FEET NORTH OF THE SOUTH EDGE
 TM0802'OF THE BUTTE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 TM0802'
 TM0802'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLAT TOP 1964, SET
 TM0802'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TM0802'THAT PROJECTS 4 INCHES.  IT IS ON THE CREST OF THE BUTTE, 2.2
 TM0802'FEET NORTH NORTHWEST OF A WITNESS POST AND 1.2 FEET WEST OF THE
 TM0802'NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0507 ***********************************************************************
 RW0507  DESIGNATION -  FLATHEAD
 RW0507  PID         -  RW0507
 RW0507  STATE/COUNTY-  MT/PARK
 RW0507  USGS QUAD   -  COTTONWOOD RESERVOIR (1972)
 RW0507
 RW0507                         *CURRENT SURVEY CONTROL
 RW0507  ___________________________________________________________________
 RW0507* NAD 83(1992)-  46 01 47.54508(N)    110 40 42.67067(W)     ADJUSTED  
 RW0507* NAVD 88     -      1588.2    (meters)    5211.     (feet)  VERTCON   
 RW0507  ___________________________________________________________________
 RW0507  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 RW0507  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 RW0507
 RW0507  HORZ ORDER  -  THIRD
 RW0507
 RW0507.The horizontal coordinates were established by classical geodetic methods
 RW0507.and adjusted by the National Geodetic Survey in July 1992..
 RW0507
 RW0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0507
 RW0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0507
 RW0507.The geoid height was determined by GEOID03.
 RW0507
 RW0507;                    North         East     Units Scale Factor Converg.
 RW0507;SPC MT       -   198,483.123   508,802.691   MT  0.99953831   -0 51 43.5
 RW0507;SPC MT       -   651,191.35  1,669,300.17   iFT  0.99953831   -0 51 43.5
 RW0507;UTM  12      - 5,097,416.900   524,879.564   MT  0.99960761   +0 13 52.9
 RW0507
 RW0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0507!SPC MT       -   0.99975281  x   0.99953831  =   0.99929124
 RW0507!UTM  12      -   0.99975281  x   0.99960761  =   0.99936052
 RW0507
 RW0507:                Primary Azimuth Mark                     Grid Az
 RW0507:SPC MT       -  WILSALL                                  192 44 29.0
 RW0507:UTM  12      -  WILSALL                                  191 38 52.6
 RW0507
 RW0507|---------------------------------------------------------------------|
 RW0507| PID    Reference Object                     Distance      Geod. Az  |
 RW0507|                                                           dddmmss.s |
 RW0507| QX0721 WILSALL                             APPROX. 6.2 KM 1915245.5 |
 RW0507|---------------------------------------------------------------------|
 RW0507
 RW0507                          SUPERSEDED SURVEY CONTROL
 RW0507
 RW0507  NAD 83(1986)-  46 01 47.53800(N)    110 40 42.66276(W) AD(       ) 3
 RW0507  NAD 27      -  46 01 47.76709(N)    110 40 39.87668(W) AD(       ) 3
 RW0507  NGVD 29 (07/19/86) 1587.0    (m)         5207.     (f) VERT ANG       
 RW0507
 RW0507.Superseded values are not recommended for survey control.
 RW0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0507.See file dsdata.txt to determine how the superseded data were derived.
 RW0507
 RW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR2488097417(NAD 83)
 RW0507_MARKER: DD = SURVEY DISK
 RW0507_SETTING: 66 = SET IN ROCK OUTCROP
 RW0507_SP_SET: SET IN ROCK OUTCROP
 RW0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0507+STABILITY: POSITION/ELEVATION WELL
 RW0507
 RW0507  HISTORY     - Date     Condition        Report By
 RW0507  HISTORY     - 1948     MONUMENTED       USGS
 RW0507
 RW0507                          STATION DESCRIPTION
 RW0507
 RW0507'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0507'STATION IS LOCATED ABOUT 3.0 MI. (AIRLINE) N. OF WILSALL, ABOUT 500
 RW0507'FT. W. OF U.S. HIGHWAY 89, ON HIGHEST POINT OF SMALL KNOLL.
 RW0507'
 RW0507'TO REACH STATION FROM WILSALL POST OFFICE, GO N. ALONG U.S. HIGHWAY
 RW0507'89 FOR 1.8 MI. TO RD. LEADING W., CROSS CATTLEGUARD AND FOLLOW RD.
 RW0507'FOR 0.1 MI., TURN OFF TO RIGHT (N.) AND CROSS COUNTRY FOR 0.9 MI.,
 RW0507'FOLLOWING DIM RD. TOWARD TOP OF RIDGE, AT THIS POINT TURN NE. FOR
 RW0507'0.25 MI. TO TOP AND STATION SITE.  AUTO MAY BE DRIVEN TO STATION.
 RW0507'
 RW0507'STATION MARK--STANDARD TABLET, STAMPED ---FLATHEAD 1948---, SET IN
 RW0507'ROCKS, ON HIGHEST POINT OF TOP.
 RW0507'
 RW0507'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---FLATHEAD 1948
 RW0507'NO. 1---, IN ROCK, 37.68 FT. FROM STATION, N 54 DEG 34 MIN W.
 RW0507'
 RW0507'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---FLATHEAD 1948
 RW0507'NO. 2---, IN ROCK, 39.62 FT. FROM STATION, N 14 DEG 49 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0827 ***********************************************************************
 TN0827  DESIGNATION -  FLATHEAD CO AIRPORT BCN
 TN0827  PID         -  TN0827
 TN0827  STATE/COUNTY-  MT/FLATHEAD
 TN0827  USGS QUAD   -  ROSE CROSSING (1994)
 TN0827
 TN0827                         *CURRENT SURVEY CONTROL
 TN0827  ___________________________________________________________________
 TN0827* NAD 83(1992)-  48 18 32.11171(N)    114 15 06.10201(W)     ADJUSTED  
 TN0827* NAVD 88     -                                                        
 TN0827  ___________________________________________________________________
 TN0827  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 TN0827  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0827
 TN0827  HORZ ORDER  -  THIRD
 TN0827
 TN0827.This mark is at Glacier Park Intl Airport (FCA)
 TN0827
 TN0827.The horizontal coordinates were established by classical geodetic methods
 TN0827.and adjusted by the National Geodetic Survey in July 1992..
 TN0827
 TN0827
 TN0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0827
 TN0827.The geoid height was determined by GEOID03.
 TN0827
 TN0827;                    North         East     Units Scale Factor Converg.
 TN0827;SPC MT       -   461,716.300   247,864.751   MT  0.99964979   -3 28 33.2
 TN0827;SPC MT       - 1,514,817.26    813,204.56   iFT  0.99964979   -3 28 33.2
 TN0827;UTM  11      - 5,354,287.152   703,775.340   MT  1.00011023   +2 03 10.7
 TN0827
 TN0827                          SUPERSEDED SURVEY CONTROL
 TN0827
 TN0827  NAD 83(1986)-  48 18 32.12019(N)    114 15 06.09201(W) AD(       ) 4
 TN0827  NAD 27      -  48 18 32.24305(N)    114 15 02.62203(W) AD(       ) 3
 TN0827
 TN0827.Superseded values are not recommended for survey control.
 TN0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0827.See file dsdata.txt to determine how the superseded data were derived.
 TN0827
 TN0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0377554287(NAD 83)
 TN0827_MARKER: 21 = AIRPORT BEACON
 TN0827
 TN0827  HISTORY     - Date     Condition        Report By
 TN0827  HISTORY     - 1959     FIRST OBSERVED   CGS
 TN0827  HISTORY     - 1964     GOOD             CGS
 TN0827  HISTORY     - 1983     GOOD             NGS
 TN0827  HISTORY     - 19920630 GOOD             NGS
 TN0827
 TN0827                          STATION DESCRIPTION
 TN0827
 TN0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0827'STATION IS LOCATED ABOUT 8-1/2 MILES NORTH AND 2-3/4 MILES EAST
 TN0827'OF KALISPELL, 1/4 MILE WEST-NORTHWEST OF THE LA SALLE ROAD,
 TN0827'230 FEET SOUTH OF THE AIRPORT ADMINISTRATION BUILDING, IN THE
 TN0827'SOUTH CENTRAL PART OF SECTION 35, T 30 N, R 21 W.  IT IS THE
 TN0827'CENTER OF THE FLASHING GREEN AND WHITE BEACON LIGHT ELEVATED
 TN0827'BY A FOUR LEGGED STEEL TOWER PAINTED ALTERNATELY ORANGE AND
 TN0827'WHITE.  THE HEIGHT TO THE CENTER OF THE LIGHT IS 54 FEET.
 TN0827
 TN0827                          STATION RECOVERY (1964)
 TN0827
 TN0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 TN0827'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TN0827
 TN0827                          STATION RECOVERY (1983)
 TN0827
 TN0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 TN0827'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TN0827'
 TN0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH
 TN0827'OF KALISPELL.
 TN0827
 TN0827                          STATION RECOVERY (1992)
 TN0827
 TN0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TN0827'THE BEACON IS LOCATED ON THE AIRPORT PROPERTY ABOUT 230 FT (70.1 M)
 TN0827'SOUTH OF THE TERMINAL BUILDING.  IT IS A STANDARD GREEN-AND-WHITE
 TN0827'ROTATING FAA-TYPE BEACON ATOP A SKELETON-STEEL STRUCTURE WHICH IS
 TN0827'ABOUT 54 FT (16.5 M) ABOVE GROUND LEVEL.  POINT INTERSECTED WAS THE
 TN0827'SPINDLE DIRECTLY BELOW THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1106 ***********************************************************************
 SU1106  DESIGNATION -  FLATROCK LOT
 SU1106  PID         -  SU1106
 SU1106  STATE/COUNTY-  MT/MINERAL
 SU1106  USGS QUAD   -  PENROSE PEAK (1988)
 SU1106
 SU1106                         *CURRENT SURVEY CONTROL
 SU1106  ___________________________________________________________________
 SU1106* NAD 83(1992)-  47 24 26.59151(N)    115 14 04.10000(W)     ADJUSTED  
 SU1106* NAVD 88     -      1564.2    (meters)    5132.     (feet)  VERTCON   
 SU1106  ___________________________________________________________________
 SU1106  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 SU1106  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU1106
 SU1106  HORZ ORDER  -  THIRD
 SU1106
 SU1106.The horizontal coordinates were established by classical geodetic methods
 SU1106.and adjusted by the National Geodetic Survey in July 1992..
 SU1106
 SU1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1106
 SU1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1106
 SU1106.The geoid height was determined by GEOID03.
 SU1106
 SU1106;                    North         East     Units Scale Factor Converg.
 SU1106;SPC MT       -   366,668.867   167,824.110   MT  0.99941634   -4 11 41.2
 SU1106;SPC MT       - 1,202,981.85    550,604.04   iFT  0.99941634   -4 11 41.2
 SU1106;UTM  11      - 5,251,948.164   633,199.871   MT  0.99981804   +1 17 59.8
 SU1106
 SU1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1106!SPC MT       -   0.99975735  x   0.99941634  =   0.99917383
 SU1106!UTM  11      -   0.99975735  x   0.99981804  =   0.99957543
 SU1106
 SU1106                          SUPERSEDED SURVEY CONTROL
 SU1106
 SU1106  NAD 83(1986)-  47 24 26.60025(N)    115 14 04.08276(W) AD(       ) 4
 SU1106  NGVD 29 (03/27/92) 1563.0    (m)         5128.     (f) VERT ANG       
 SU1106
 SU1106.Superseded values are not recommended for survey control.
 SU1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1106.See file dsdata.txt to determine how the superseded data were derived.
 SU1106
 SU1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN3320051948(NAD 83)
 SU1106_MARKER: 57 = LOOKOUT TOWER
 SU1106
 SU1106  HISTORY     - Date     Condition        Report By
 SU1106  HISTORY     - UNK      FIRST OBSERVED   USFS
 SU1106  HISTORY     - 1953     GOOD             USGS
 SU1106
 SU1106                          STATION DESCRIPTION
 SU1106
 SU1106'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SU1106'STATION FOUND AS DESCRIBED.
 SU1106'USFS DESCRIPTION FOLLOWS - - LOCATED IN SEC. 13, T 19 N, R 29 W,
 SU1106'BOISE MERIDIAN USFS LOOKOUT HOUSE ON A TOWER.  THE CENTER OF THE
 SU1106'HOUSE WAS INTERSECTED.
 SU1106'
 SU1106'STATION MARK - - CENTER OF USFS LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0572 ***********************************************************************
 QW0572  DESIGNATION -  FLATTOP
 QW0572  PID         -  QW0572
 QW0572  STATE/COUNTY-  MT/CARBON
 QW0572  USGS QUAD   -  MONTAQUA (1956)
 QW0572
 QW0572                         *CURRENT SURVEY CONTROL
 QW0572  ___________________________________________________________________
 QW0572* NAD 83(1992)-  45 33 41.74829(N)    108 54 49.90977(W)     ADJUSTED  
 QW0572* NAVD 88     -      1234.4    (meters)    4050.     (feet)  VERTCON   
 QW0572  ___________________________________________________________________
 QW0572  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 QW0572  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 QW0572
 QW0572  HORZ ORDER  -  THIRD
 QW0572
 QW0572.The horizontal coordinates were established by classical geodetic methods
 QW0572.and adjusted by the National Geodetic Survey in July 1992..
 QW0572
 QW0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0572
 QW0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0572
 QW0572.The geoid height was determined by GEOID03.
 QW0572
 QW0572;                    North         East     Units Scale Factor Converg.
 QW0572;SPC MT       -   145,940.326   645,747.562   MT  0.99970934   +0 25 43.5
 QW0572;SPC MT       -   478,806.84  2,118,594.36   iFT  0.99970934   +0 25 43.5
 QW0572;UTM  12      - 5,047,456.429   662,804.681   MT  0.99992588   +1 29 23.4
 QW0572
 QW0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0572!SPC MT       -   0.99980844  x   0.99970934  =   0.99951784
 QW0572!UTM  12      -   0.99980844  x   0.99992588  =   0.99973434
 QW0572
 QW0572:                Primary Azimuth Mark                     Grid Az
 QW0572:SPC MT       -  CHIMNEY AT L RR                          045 44 41.6
 QW0572:UTM  12      -  CHIMNEY AT L RR                          044 41 01.7
 QW0572
 QW0572|---------------------------------------------------------------------|
 QW0572| PID    Reference Object                     Distance      Geod. Az  |
 QW0572|                                                           dddmmss.s |
 QW0572| QW0569 CHIMNEY AT L RR                     APPROX.17.4 KM 0461025.1 |
 QW0572| QW0571 GRAVEL                              APPROX.12.1 KM 0924454.9 |
 QW0572|---------------------------------------------------------------------|
 QW0572
 QW0572                          SUPERSEDED SURVEY CONTROL
 QW0572
 QW0572  NAD 83(1986)-  45 33 41.74685(N)    108 54 49.89140(W) AD(       ) 3
 QW0572  NAD 27      -  45 33 41.93440(N)    108 54 47.35757(W) AD(       ) 3
 QW0572  NGVD 29 (07/19/86) 1233.6    (m)         4047.     (f) VERT ANG       
 QW0572
 QW0572.Superseded values are not recommended for survey control.
 QW0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0572.See file dsdata.txt to determine how the superseded data were derived.
 QW0572
 QW0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR6280547456(NAD 83)
 QW0572_MARKER: DD = SURVEY DISK
 QW0572_SETTING: 0 = UNSPECIFIED SETTING
 QW0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0572
 QW0572  HISTORY     - Date     Condition        Report By
 QW0572  HISTORY     - 1952     MONUMENTED       USGS
 QW0572
 QW0572                          STATION DESCRIPTION
 QW0572
 QW0572'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0572'STATION LIES IN SEC. 20 T.3 S., R. 23 E., ABOUT 4 MI. AIR W. OF
 QW0572'SILESIA, MONTANA, AND ABOUT 5.50 MI. AIR NNE. OF JOLIET, MONTANA, ON
 QW0572'THE NE. CORNER OF A BROAD FLAT BUTTE.
 QW0572'
 QW0572'TO REACH FROM SILESIA, MONTANA, GO W. ON GRAVEL RD. 3.85 MI. TO T-TURN
 QW0572'TURN RIGHT AND GO 0.5 MI. TO Y-RD. TAKE LEFT FORK UP HILL 0.6 MI. TO
 QW0572'TOP OF HILL AND SHARP TURN LEFT, LEAVE RD., AND GO ALONG E. EDGE OF
 QW0572'RIM 0.45 MI. TO POINT JUST BEFORE RIM TURNS TO W.
 QW0572'
 QW0572'STATION MARK - STANDARD BRONZE TABLET SET IN A CONCRETE POST
 QW0572'PROTRUDING 0.5 FT. STAMPED, ---FLATTOP 1952.
 QW0572'
 QW0572'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0654 ***********************************************************************
 TH0654  DESIGNATION -  FLAXVILLE RESET
 TH0654  PID         -  TH0654
 TH0654  STATE/COUNTY-  MT/DANIELS
 TH0654  USGS QUAD   -  NAVAJO (1973)
 TH0654
 TH0654                         *CURRENT SURVEY CONTROL
 TH0654  ___________________________________________________________________
 TH0654* NAD 83(1992)-  48 46 01.26584(N)    105 06 55.04235(W)     ADJUSTED  
 TH0654* NAVD 88     -       853.73   (+/-2cm)    2800.9    (feet)  VERTCON   
 TH0654  ___________________________________________________________________
 TH0654  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 TH0654  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 TH0654
 TH0654  HORZ ORDER  -  FIRST
 TH0654  VERT ORDER  -  THIRD ? (See Below)
 TH0654
 TH0654.The horizontal coordinates were established by classical geodetic methods
 TH0654.and adjusted by the National Geodetic Survey in July 1992..
 TH0654
 TH0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0654.The vertical order pertains to the NGVD 29 superseded value.
 TH0654
 TH0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0654
 TH0654.The geoid height was determined by GEOID03.
 TH0654
 TH0654;                    North         East     Units Scale Factor Converg.
 TH0654;SPC MT       -   510,978.546   922,119.134   MT  0.99986516   +3 12 26.8
 TH0654;SPC MT       - 1,676,438.80  3,025,325.24   iFT  0.99986516   +3 12 26.8
 TH0654;UTM  13      - 5,401,563.246   491,528.172   MT  0.99960088   -0 05 12.1
 TH0654
 TH0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0654!SPC MT       -   0.99986896  x   0.99986516  =   0.99973414
 TH0654!UTM  13      -   0.99986896  x   0.99960088  =   0.99946989
 TH0654
 TH0654:                Primary Azimuth Mark                     Grid Az
 TH0654:SPC MT       -  FLAXVILLE RM 1                           159 40 07.2
 TH0654:UTM  13      -  FLAXVILLE RM 1                           162 57 46.1
 TH0654
 TH0654|---------------------------------------------------------------------|
 TH0654| PID    Reference Object                     Distance      Geod. Az  |
 TH0654|                                                           dddmmss.s |
 TH0654| CQ8399 FLAXVILLE RM 1                      APPROX. 1.1 KM 1625234.0 |
 TH0654| CQ8400 FLAXVILLE RM 2                      130.439 METERS 21511     |
 TH0654| CQ8398 FLAXVILLE AZ MK                                    3184845.0 |
 TH0654| TH0655 WHITETAIL                           APPROX.21.9 KM 3391346.9 |
 TH0654|---------------------------------------------------------------------|
 TH0654
 TH0654                          SUPERSEDED SURVEY CONTROL
 TH0654
 TH0654  NAD 83(1986)-  48 46 01.27249(N)    105 06 55.03619(W) AD(       ) 1
 TH0654  NAD 27      -  48 46 01.18000(N)    105 06 53.11000(W) AD(       ) 1
 TH0654  NGVD 29 (07/19/86)  853.14   (m)         2799.0    (f) LEVELING    3  
 TH0654
 TH0654.Superseded values are not recommended for survey control.
 TH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0654.See file dsdata.txt to determine how the superseded data were derived.
 TH0654
 TH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ9152801563(NAD 83)
 TH0654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0654+STABILITY: SURFACE MOTION
 TH0654
 TH0654  HISTORY     - Date     Condition        Report By
 TH0654  HISTORY     - 1948     MONUMENTED       CGS
 TH0654  HISTORY     - 1949     GOOD             CGS
 TH0654  HISTORY     - 1973     MARK NOT FOUND   USGS
 TH0654  HISTORY     - 1977     MARK NOT FOUND   NGS
 TH0654
 TH0654                          STATION DESCRIPTION
 TH0654
 TH0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0654'STATION RECOVERED AND THE SURFACE MARK RESET WITH A NEW DISK.
 TH0654'AN AZIMUTH MARK AND TWO REFERENCE MARKS WERE ESTABLISHED.
 TH0654'DESCRIPTION FOLLOWS--
 TH0654'
 TH0654'LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF FLAXVILLE, IN THE SW
 TH0654'1/4 SEC. 24, T. 35 N., R. 50 E., ON LAND OWNED BY THE CONTINENTAL
 TH0654'LAND CO, AT THE APEX OF A SMALL KNOLL IN A WHEAT FIELD, AND 125
 TH0654'YARDS NORTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD.
 TH0654'THE STATION MARK IS SET ABOUT 14 INCHES
 TH0654'BELOW THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 TH0654'FLAXVILLE 1923 1948.
 TH0654'
 TH0654'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 12 FEET
 TH0654'SOUTH OF THE SOUTH EDGE OF THE WHEAT FIELD, AND 15 FEET NORTH
 TH0654'OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD.  IT PROJECTS
 TH0654'4 INCHES, AND THE DISK IS STAMPED FLAXVILLE 1923 NO 1 1948.
 TH0654'
 TH0654'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, AT THE SOUTH
 TH0654'EDGE OF THE WHEAT FIELD, AND 17 FEET NORTH OF THE APPROXIMATE
 TH0654'CENTERLINE OF THE TRACK ROAD.  IT PROJECTS 4 INCHES, AND THE
 TH0654'DISK IS STAMPED FLAXVILLE 1923 NO 2 1948.
 TH0654'
 TH0654'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NORTHWEST OF THE
 TH0654'STATION, 3 FEET SOUTH OF A WITNESS POST, AND 12 FEET EAST OF THE
 TH0654'APPROXIMATE CENTERLINE OF A TRACK ROAD.  IT PROJECTS 4 INCHES,
 TH0654'AND THE DISK IS STAMPED FLAXVILLE 1923 1948.
 TH0654'
 TH0654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13
 TH0654'AND 5 AT THE SOUTH EDGE OF FLAXVILLE, GO SOUTH ON A GRAVELED
 TH0654'ROAD 0.5 MILE TO A T INTERSECTION AT A TRANSFORMER.  THEN
 TH0654'LEFT, EAST, 1.2 MILES.  THEN RIGHT, SOUTH, 1.5 MILES TO A DIRT
 TH0654'SIDE ROAD ON THE LEFT (LARGE HOUSE IN THE SOUTHEAST CORNER OF
 TH0654'INTERSECTION).  THEN LEFT, EAST, 1.3 MILES TO A FORK JUST
 TH0654'AFTER CROSSING A COULEE.  THEN RIGHT, SOUTHERLY, 0.15 MILE TO
 TH0654'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH 0.35 MILE TO THE
 TH0654'CORNER OF THE CULTIVATED FIELD.  THEN LEFT, EAST 0.2 MILE.
 TH0654'THEN LEFT, NORTH, 125 YARDS TO THE STATION AS DESCRIBED.
 TH0654
 TH0654                          STATION RECOVERY (1949)
 TH0654
 TH0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TH0654'THE STATION WAS RECOVERED AS DESCRIBED IN 1948 BY F.X. POPPER.
 TH0654'
 TH0654'THE TO REACH IS ADEQUATE AND CORRECT.
 TH0654'
 TH0654'A 77-FOOT TOWER AT FLAXVILLE 1923 WILL SEE A 4-FOOT STAND
 TH0654'AT EAGLE, SMOKE AND MADOC 1923.
 TH0654
 TH0654                          STATION RECOVERY (1973)
 TH0654
 TH0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (GEG)
 TH0654'UNABLE TO DETERMINE PRECISE AREA TO DIG, TRI STATION IN WHEAT
 TH0654'FIELD, BECAUSE THE REFERENCE MARKS COULD NOT BE LOCATED.
 TH0654'
 TH0654'DIRECTION AND DISTANCE TO TOWN OF FLAXVILLE 3.5 MI. SE OF.
 TH0654
 TH0654                          STATION RECOVERY (1977)
 TH0654
 TH0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TH0654'NONE OF THE MARKS WERE FOUND.  A REPORT FROM AMERADA PETROLEUM
 TH0654'CORP. DATED JUNE 1963 STATES--THE ENTIRE CONCRETE POST WAS FOUND
 TH0654'ABOUT 1/4 MILE SOUTHWEST OF THE ORIGINAL SITE.  THE MARK WAS
 TH0654'APPARENTLY REMOVED FROM A FIELD AND WAS DRAGGED TO A ROCKPILE.
 TH0654'REFERENCE MARK NO. 2 HAD ALSO BEEN DESTROYED IN LIKE MANNER.
 TH0654'RM NO. 1 OK.
 TH0654'
 TH0654'REFERENCE MARK NO. 1 WAS NOT FOUND.  THE ROCK PILE WAS SEARCHED AND
 TH0654'REFERENCE MARK NO. 2 MONUMENT FOUND.  CONCRETE VERY SIMILAR TO THE
 TH0654'PRE-CAST MONUMENTS USED BY THE BOUNDARY SURVEY WAS FOUND IN THE
 TH0654'ROCKPILE, AND VERY LIKELY WAS THE ORIGINAL STATION MARK, BUT A
 TH0654'1948 RECOVERY NOTE STATES--STATION RECOVERED AND THE SURFACE MARK
 TH0654'RESET WITH A NEW DISK.  THIS MARK WAS 14 INCHES BELOW GROUND.  IT
 TH0654'IS NOT KNOWN IF THIS MARK WAS EVER IN THE ROCKPILE OR IF IT IS
 TH0654'THE ORIGINAL MARK THAT WAS IN THE ROCKPILE OR IF THE ASSUMED TO BE
 TH0654'BOUNDARY POST WAS EVER THE STATION MARK, OR IF THE NEW DISK WAS
 TH0654'SET IN THE ORIGINAL CONCRETE IN 1948.  HOWEVER, IT WOULD APPEAR THAT
 TH0654'WHATEVER THE CASE, THE SUB-SURFACE MARK SHOULD STILL BE IN
 TH0654'EXISTANCE, AND POSSIBLY THE SURFACE MARK ALSO, BEING 14 INCHES
 TH0654'BELOW THE SURFACE.
 TH0654'
 TH0654'ANGLES WERE OBSERVED ON A TARGET (FLAXVILLE, ECC NO. 1), FROM MADOC,
 TH0654'EAGLE AND LINE COULEE.  COMPUTATIONS GATE AN ANGLE OF 187 13 26 FROM
 TH0654'THE FLAXVILLE MUN. TANK TO STATION FLAXVILLE AND A DISTANCE OF
 TH0654'3.335 METERS.  A HOLE WAS DUG AT THIS SPOT, BUT NOTHING FOUND.
 TH0654'ADDITIONAL DIGGING WAS PLANNED, BUT HEAVY RAINS PREVENTED THIS.
 TH0654'
 TH0654'THE ECC POINT IS MARKED BY A 1/2-INCH SECTION OF STEEL REBAR DRIVEN
 TH0654'INTO THE GROUND, 0.7 FOOT BELOW THE SURFACE.  A SIMILAR POINT IS
 TH0654'MARKED IN THE SAME WAY (ECC NO. 2), 4.365 METERS FROM ECC. NO. 1,
 TH0654'AND ANGLE TO THIS POINT FROM THE FLAXVILLE MUN TANK (INST. ON ECC
 TH0654'NO. 1) IS 240 09 28.
 TH0654'
 TH0654'LISTS OF DIRECTIONS FOR THE THREE STATIONS AND THE TWO ECC. POINTS
 TH0654'ARE INCLUDED WITH THIS RECOVERY NOTE.
 TH0654'
 TH0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 TH0654'SOUTHEAST OF FLAXVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0574 ***********************************************************************
 QY0574  DESIGNATION -  FLEECER
 QY0574  PID         -  QY0574
 QY0574  STATE/COUNTY-  MT/SILVER BOW
 QY0574  USGS QUAD   -  DEWEY (1988)
 QY0574
 QY0574                         *CURRENT SURVEY CONTROL
 QY0574  ___________________________________________________________________
 QY0574* NAD 83(1992)-  45 49 35.04596(N)    112 48 06.83608(W)     ADJUSTED  
 QY0574* NAVD 88     -      2877.4    (meters)    9440.     (feet)  VERTCON   
 QY0574  ___________________________________________________________________
 QY0574  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 QY0574  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 QY0574
 QY0574  HORZ ORDER  -  FIRST
 QY0574
 QY0574.The horizontal coordinates were established by classical geodetic methods
 QY0574.and adjusted by the National Geodetic Survey in July 1992..
 QY0574
 QY0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0574
 QY0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0574
 QY0574.The geoid height was determined by GEOID03.
 QY0574
 QY0574;                    North         East     Units Scale Factor Converg.
 QY0574;SPC MT       -   180,595.963   343,602.702   MT  0.99960462   -2 24 55.3
 QY0574;SPC MT       -   592,506.44  1,127,305.45   iFT  0.99960462   -2 24 55.3
 QY0574;UTM  12      - 5,076,338.568   360,039.733   MT  0.99984083   -1 17 33.3
 QY0574
 QY0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0574!SPC MT       -   0.99955100  x   0.99960462  =   0.99915580
 QY0574!UTM  12      -   0.99955100  x   0.99984083  =   0.99939190
 QY0574
 QY0574|---------------------------------------------------------------------|
 QY0574| PID    Reference Object                     Distance      Geod. Az  |
 QY0574|                                                           dddmmss.s |
 QY0574| CN3539 FLEECER RM 1                          8.712 METERS 01236     |
 QY0574| CN3538 FLEECER AZ MK                                      2492101.4 |
 QY0574| CN3540 FLEECER RM 2                          9.208 METERS 29920     |
 QY0574|---------------------------------------------------------------------|
 QY0574
 QY0574                          SUPERSEDED SURVEY CONTROL
 QY0574
 QY0574  NAD 83(1986)-  45 49 35.04499(N)    112 48 06.83424(W) AD(       ) 1
 QY0574  NAD 27      -  45 49 35.31300(N)    112 48 03.72300(W) AD(       ) 1
 QY0574  NGVD 29 (07/19/86) 2876.0    (m)         9436.     (f) VERT ANG       
 QY0574
 QY0574.Superseded values are not recommended for survey control.
 QY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0574.See file dsdata.txt to determine how the superseded data were derived.
 QY0574
 QY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6004076339(NAD 83)
 QY0574_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0574_SETTING: 80 = SET IN A BOULDER
 QY0574_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QY0574
 QY0574  HISTORY     - Date     Condition        Report By
 QY0574  HISTORY     - 1956     MONUMENTED       CGS
 QY0574
 QY0574                          STATION DESCRIPTION
 QY0574
 QY0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0574'THE STATION IS ABOUT 20 MILES SOUTH-SOUTHEAST OF ANACONDA,
 QY0574'18 MILES SOUTHWEST OF BUTTE, 5 MILES NORTHWEST OF DIVIDE, ON
 QY0574'THE HIGHEST POINT OF MOUNT FLEECER.  IT IS 150 FEET WEST OF
 QY0574'THREE LARGE CAIRNS.
 QY0574'
 QY0574'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND
 QY0574'U.S. HIGHWAY 91 IN DIVIDE, GO WEST ON HIGHWAY 43 FOR 1.3 MILES
 QY0574'TO A TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH FOR
 QY0574'ABOUT 100 YARDS TO A POLE GATE, PASS THROUGH THE GATE AND FOLLOW
 QY0574'THE TRACK ROAD NORTHWEST AND NORTHEAST FOR 2.5 MILES TO A WIRE
 QY0574'GATE, PASS THROUGH THE GATE AND GO NORTH ON THE TRACK ROAD 2.4
 QY0574'MILES TO AN ABANDONED CABIN ON THE LEFT AND THE END OF TRUCK
 QY0574'TRAVEL.  FROM THIS POINT PACK NORTH FOR ABOUT 1 HOUR TO THE
 QY0574'HIGHEST POINT AND THE STATION.
 QY0574'
 QY0574'THE STATION MARK PROJECTS 15 INCHES AND, THE DISK IS STAMPED
 QY0574'FLEECER 1956.
 QY0574'
 QY0574'REFERENCE MARK 1 IS FLUSH WITH THE GROUND AND, THE DISK IS
 QY0574'STAMPED FLEECER NO 1 1956.
 QY0574'
 QY0574'REFERENCE MARK 2 IS FLUSH WITH THE GROUND AND THE DISK IS
 QY0574'STAMPED FLEECER NO 2 1956.
 QY0574'
 QY0574'THE AZIMUTH MARK IS ON THE NORTHEAST SLOPE OF A RIDGE SLIGHTLY
 QY0574'LOWER THAN THE STATION AND 4 FEET SOUTH OF A CAIRN.  THE MARK
 QY0574'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FLEECER 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0830 ***********************************************************************
 TM0830  DESIGNATION -  FLOOD
 TM0830  PID         -  TM0830
 TM0830  STATE/COUNTY-  MT/GLACIER
 TM0830  USGS QUAD   -  PIEGAN (1968)
 TM0830
 TM0830                         *CURRENT SURVEY CONTROL
 TM0830  ___________________________________________________________________
 TM0830* NAD 83(1992)-  48 26 19.29661(N)    112 42 31.55686(W)     ADJUSTED  
 TM0830* NAVD 88     -      1245.2    (meters)    4085.     (feet)  VERTCON   
 TM0830  ___________________________________________________________________
 TM0830  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 TM0830  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 TM0830
 TM0830  HORZ ORDER  -  FIRST
 TM0830
 TM0830.The horizontal coordinates were established by classical geodetic methods
 TM0830.and adjusted by the National Geodetic Survey in July 1992..
 TM0830
 TM0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0830
 TM0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0830
 TM0830.The geoid height was determined by GEOID03.
 TM0830
 TM0830;                    North         East     Units Scale Factor Converg.
 TM0830;SPC MT       -   470,318.624   362,718.499   MT  0.99970414   -2 20 50.0
 TM0830;SPC MT       - 1,543,040.10  1,190,021.32   iFT  0.99970414   -2 20 50.0
 TM0830;UTM  12      - 5,366,471.358   373,620.390   MT  0.99979624   -1 16 43.5
 TM0830
 TM0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0830!SPC MT       -   0.99980715  x   0.99970414  =   0.99951135
 TM0830!UTM  12      -   0.99980715  x   0.99979624  =   0.99960343
 TM0830
 TM0830|---------------------------------------------------------------------|
 TM0830| PID    Reference Object                     Distance      Geod. Az  |
 TM0830|                                                           dddmmss.s |
 TM0830| CN3542 FLOOD RM 1                           49.842 METERS 15647     |
 TM0830| CN3541 FLOOD AZ MK                                        2785528.9 |
 TM0830| CN3543 FLOOD RM 2                           23.541 METERS 32031     |
 TM0830|---------------------------------------------------------------------|
 TM0830
 TM0830                          SUPERSEDED SURVEY CONTROL
 TM0830
 TM0830  NAD 83(1986)-  48 26 19.30405(N)    112 42 31.54960(W) AD(       ) 1
 TM0830  NAD 27      -  48 26 19.39338(N)    112 42 28.32091(W) AD(       ) 1
 TM0830  NGVD 29 (07/19/86) 1244.1    (m)         4082.     (f) VERT ANG       
 TM0830
 TM0830.Superseded values are not recommended for survey control.
 TM0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0830.See file dsdata.txt to determine how the superseded data were derived.
 TM0830
 TM0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU7362066471(NAD 83)
 TM0830_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0830
 TM0830  HISTORY     - Date     Condition        Report By
 TM0830  HISTORY     - 1964     MONUMENTED       CGS
 TM0830  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TM0830
 TM0830                          STATION DESCRIPTION
 TM0830
 TM0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0830'THE STATION IS ABOUT 23 MILES WEST-NORTHWEST OF VALIER, 22 MILES
 TM0830'SOUTHWEST OF CUT BANK, 16 MILES SOUTHEAST OF BROWNING AND 1/4
 TM0830'MILE NORTHEAST OF U.S. HIGHWAY 89, ON THE HIGHEST POINT OF A
 TM0830'ROUND TOP, BARE HILL.
 TM0830'
 TM0830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 89 AND
 TM0830'2 ABOUT 4 MILES SOUTHEAST OF BROWNING, GO SOUTHEAST ON HIGHWAY
 TM0830'89 FOR 8.5 MILES TO A BRIDGE OVER TWO MEDICINE RIVER.  CONTINUE
 TM0830'SOUTHEAST ON THE HIGHWAY FOR 4.65 MILES TO THE AZIMUTH MARK
 TM0830'ON THE LEFT.  CONTINUE SOUTHEAST ON HIGHWAY FOR 0.4 MILE TO A
 TM0830'TRACK, CROSSROAD AND A CORRAL ON THE LEFT.  (THIS IS 0.2 MILE
 TM0830'BEFORE REACHING BRIDGE OVER BADGER CREEK.) TURN LEFT AND
 TM0830'GO NORTHEAST ON TRACK ROAD FOR 0.1 MILE TO A WIRE GATE.  PASS
 TM0830'THROUGH GATE AND GO NORTHERLY FOR 0.25 MILE.  TURN LEFT AND
 TM0830'GO NORTHWESTERLY, UPHILL FOR 0.1 MILE TO THE HIGHEST POINT
 TM0830'AND THE STATION.
 TM0830'
 TM0830'STATION MARK IS A STANDARD DISK, STAMPED FLOOD 1964, SET IN THE
 TM0830'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 TM0830'IS 5 FEET EAST OF A WITNESS POST.
 TM0830'
 TM0830'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLOOD NO 1 1964,
 TM0830'CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT BOULDER PROJECTING
 TM0830'10 INCHES TO THE SOUTH AND FLUSH TO THE NORTH.  IT IS 19.0 FEET
 TM0830'LOWER THAN THE STATION.
 TM0830'
 TM0830'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLOOD NO 2 1964,
 TM0830'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER PROJECTING
 TM0830'3 INCHES TO THE NORTH AND FLUSH TO THE SOUTH.  IT IS ABOUT 4
 TM0830'FEET LOWER THAN THE STATION.
 TM0830'
 TM0830'AZIMUTH MARK IS A STANDARD DISK, STAMPED FLOOD 1964, SET IN THE
 TM0830'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 TM0830'IT IS 53 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 89,
 TM0830'19 FEET NORTH OF A TELEPHONE LINE POLE AND 3 FEET SOUTHEAST
 TM0830'OF A WITNESS POST.
 TM0830
 TM0830                          STATION RECOVERY (1966)
 TM0830
 TM0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 TM0830'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 TM0830'WERE RECOVERED AS DESCRIBED.  HOWEVER, THE MEASUREMENTS
 TM0830'TO THE AZIMUTH MARK AND THE TO REACH HAVE BEEN ALTERED DUE
 TM0830'TO THE REBUILDING OF U.S. HIGHWAY 89.
 TM0830'
 TM0830'THE AZIMUTH MARK IS 21 YARDS EAST OF THE CENTER OF THE ROAD,
 TM0830'14 YARDS NORTHWEST OF AN ANGLE IN THE FENCELINE AT THE SOUTH
 TM0830'EDGE OF A HIGHWAY CUT, AND 3 FEET SOUTHEAST OF A METAL WITNESS
 TM0830'POST.
 TM0830'
 TM0830'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 TM0830'2 AND 89, WHICH IS LOCATED ABOUT 4 MILES SOUTHEAST OF BROWNING,
 TM0830'GO SOUTHEASTERLY ON U.S. HIGHWAY 89 FOR 13.35 MILES TO THE
 TM0830'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST 0.45 MILE TO A
 TM0830'ROAD LEFT, ABOUT 0.1 MILE NORTHWEST OF A BRIDGE.  TURN LEFT
 TM0830'AND GO ABOUT 0.1 MILE TO THE EAST END OF A GRAVEL PILE.  BEAR
 TM0830'LEFT TO A TRACK ROAD AND FOLLOW THE TRACK ROAD NORTHEASTERLY
 TM0830'0.25 MILE.  TURN LEFT, LEAVING THE TRACK ROAD, AND GO
 TM0830'NORTHWESTERLY 0.1 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1393 ***********************************************************************
 SS1393  DESIGNATION -  FLOWEREE
 SS1393  PID         -  SS1393
 SS1393  STATE/COUNTY-  MT/CHOUTEAU
 SS1393  USGS QUAD   -  FLOWEREE (1994)
 SS1393
 SS1393                         *CURRENT SURVEY CONTROL
 SS1393  ___________________________________________________________________
 SS1393* NAD 83(1992)-  47 43 40.93371(N)    111 02 30.47591(W)     ADJUSTED  
 SS1393* NAVD 88     -      1014.08   (+/-2cm)    3327.0    (feet)  VERTCON   
 SS1393  ___________________________________________________________________
 SS1393  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 SS1393  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 SS1393
 SS1393  HORZ ORDER  -  FIRST
 SS1393  VERT ORDER  -  THIRD ? (See Below)
 SS1393
 SS1393.The horizontal coordinates were established by classical geodetic methods
 SS1393.and adjusted by the National Geodetic Survey in July 1992..
 SS1393
 SS1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1393.The vertical order pertains to the NGVD 29 superseded value.
 SS1393
 SS1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1393
 SS1393.The geoid height was determined by GEOID03.
 SS1393
 SS1393;                    North         East     Units Scale Factor Converg.
 SS1393;SPC MT       -   387,609.700   484,407.992   MT  0.99947065   -1 07 40.2
 SS1393;SPC MT       - 1,271,685.37  1,589,265.07   iFT  0.99947065   -1 07 40.2
 SS1393;UTM  12      - 5,286,074.248   496,865.640   MT  0.99960012   -0 01 51.3
 SS1393
 SS1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1393!SPC MT       -   0.99984335  x   0.99947065  =   0.99931409
 SS1393!UTM  12      -   0.99984335  x   0.99960012  =   0.99944354
 SS1393
 SS1393:                Primary Azimuth Mark                     Grid Az
 SS1393:SPC MT       -  FLOWEREE AZ MK                           100 11 55.2
 SS1393:UTM  12      -  FLOWEREE AZ MK                           099 06 06.3
 SS1393
 SS1393|---------------------------------------------------------------------|
 SS1393| PID    Reference Object                     Distance      Geod. Az  |
 SS1393|                                                           dddmmss.s |
 SS1393| CN3544 FLOWEREE AZ MK                                     0990415.0 |
 SS1393| CN3545 FLOWEREE RM 1                        15.968 METERS 26631     |
 SS1393| CN3546 FLOWEREE RM 2                        10.060 METERS 34812     |
 SS1393|---------------------------------------------------------------------|
 SS1393
 SS1393                          SUPERSEDED SURVEY CONTROL
 SS1393
 SS1393  NAD 83(1986)-  47 43 40.93049(N)    111 02 30.45330(W) AD(       ) 1
 SS1393  NAD 27      -  47 43 41.05800(N)    111 02 27.63500(W) AD(       ) 1
 SS1393  NGVD 29 (07/19/86) 1013.18   (m)         3324.1    (f) LEVELING    3  
 SS1393
 SS1393.Superseded values are not recommended for survey control.
 SS1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1393.See file dsdata.txt to determine how the superseded data were derived.
 SS1393
 SS1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9686686074(NAD 83)
 SS1393_MARKER: DS = TRIANGULATION STATION DISK
 SS1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1393_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1393+STABILITY: SURFACE MOTION
 SS1393
 SS1393  HISTORY     - Date     Condition        Report By
 SS1393  HISTORY     - 1949     MONUMENTED       USGS
 SS1393  HISTORY     - 1965     MARK NOT FOUND   USGS
 SS1393
 SS1393                          STATION DESCRIPTION
 SS1393
 SS1393'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MJT)
 SS1393'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF FLOWEREE,
 SS1393'ON THE HIGHEST POINT OF A HILL, ON PASTURE LAND OWNED BY THE
 SS1393'ROMINGER BROTHERS, 15 FEET EAST OF THE EAST EDGE OF A LARGE
 SS1393'PILE OF ROCKS, AND 6.3 FEET WEST OF A WITNESS POST.
 SS1393'
 SS1393'TO REACH THE STATION FROM THE POST OFFICE IN FLOWEREE, GO WEST
 SS1393'FOR 0.25 MILE.  THEN RIGHT FOR 0.2 MILE TO THE AZIMUTH MARK
 SS1393'ON THE LEFT AS DESCRIBED.  CONTINUE WESTERLY FOR 0.25 MILE.
 SS1393'THEN RIGHT, THROUGH A WIRE GATE, FOR 0.05 MILE TO THE STATION
 SS1393'AS DESCRIBED.
 SS1393'
 SS1393'THE STATION MARK IS A USGS BENCH MARK DISK STAMPED FLOWEREE
 SS1393'1947 SET IN A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH
 SS1393'WITH THE GROUND.
 SS1393'
 SS1393'REFERENCE MARK NO. 1 IS A USGS REFERENCE MARK DISK STAMPED
 SS1393'1 1947 SET IN A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH
 SS1393'WITH THE GROUND.
 SS1393'
 SS1393'REFERENCE MARK NO. 2 IS A USGS REFERENCE MARK DISK STAMPED
 SS1393'2 1947 SET IN A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 SS1393'THE GROUND.
 SS1393'
 SS1393'THE AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 27 PACES
 SS1393'SOUTH OF THE ROAD, 3.5 FEET NORTHEAST OF A WITNESS POST, AND
 SS1393'2.5 FEET WEST OF A TELEPHONE POLE.  IT IS A USC AND G SURVEY
 SS1393'AZIMUTH MARK DISK STAMPED FLOWEREE USGS 1949 SET IN A 12-INCH
 SS1393'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 SS1393'
 SS1393'A FOUR FOOT WOODEN STAND AT FLOWEREE (USGS) WILL SEE FOUR
 SS1393'FOOT WOODEN STANDS AT CARTER, BLACK, CHER, WOOD, AND HUNTLEY.
 SS1393
 SS1393                          STATION RECOVERY (1965)
 SS1393
 SS1393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SS1393'STATION WAS SEARCHED FOR AND NOT FOUND.  IT IS REPORTED
 SS1393'DESTROYED BY A FARMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0773 ***********************************************************************
 TH0773  DESIGNATION -  FLY
 TH0773  PID         -  TH0773
 TH0773  STATE/COUNTY-  MT/SHERIDAN
 TH0773  USGS QUAD   -  
 TH0773
 TH0773                         *CURRENT SURVEY CONTROL
 TH0773  ___________________________________________________________________
 TH0773* NAD 83(1992)-  49 00 10.00416(N)    104 35 42.44201(W)     ADJUSTED  
 TH0773* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 TH0773  ___________________________________________________________________
 TH0773  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 TH0773  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TH0773
 TH0773  HORZ ORDER  -  THIRD
 TH0773
 TH0773.The horizontal coordinates were established by classical geodetic methods
 TH0773.and adjusted by the National Geodetic Survey in July 1992..
 TH0773
 TH0773.The orthometric height was scaled from a topographic map.
 TH0773
 TH0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0773
 TH0773.The geoid height was determined by GEOID03.
 TH0773
 TH0773;                    North         East     Units Scale Factor Converg.
 TH0773;SPC MT       -   539,409.679   958,644.802   MT  1.00000171   +3 35 16.6
 TH0773;SPC MT       - 1,769,716.79  3,145,160.11   iFT  1.00000171   +3 35 16.6
 TH0773;UTM  13      - 5,427,843.668   529,612.060   MT  0.99961077   +0 18 20.1
 TH0773
 TH0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0773!SPC MT       -   0.99988575  x   1.00000171  =   0.99988746
 TH0773!UTM  13      -   0.99988575  x   0.99961077  =   0.99949656
 TH0773
 TH0773:                Primary Azimuth Mark                     Grid Az
 TH0773:SPC MT       -  BERRY                                    120 43 44.3
 TH0773:UTM  13      -  BERRY                                    124 00 40.8
 TH0773
 TH0773|---------------------------------------------------------------------|
 TH0773| PID    Reference Object                     Distance      Geod. Az  |
 TH0773|                                                           dddmmss.s |
 TH0773| TH0753 BERRY                               APPROX. 2.1 KM 1241900.9 |
 TH0773| TH0848 BOUNDARY MON 564 CD US              443.122 METERS 2044134.5 |
 TH0773|---------------------------------------------------------------------|
 TH0773
 TH0773                          SUPERSEDED SURVEY CONTROL
 TH0773
 TH0773  NAD 83(1986)-  49 00 10.00422(N)    104 35 42.44356(W) AD(       ) 3
 TH0773
 TH0773.Superseded values are not recommended for survey control.
 TH0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0773.See file dsdata.txt to determine how the superseded data were derived.
 TH0773
 TH0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ2961227844(NAD 83)
 TH0773_MARKER: DD = SURVEY DISK
 TH0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0773+STABILITY: SURFACE MOTION
 TH0773
 TH0773  HISTORY     - Date     Condition        Report By
 TH0773  HISTORY     - 1911     MONUMENTED       IBC
 TH0773
 TH0773                          STATION DESCRIPTION
 TH0773
 TH0773'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0773'ABOUT ONE - FOURTH MILE NORTHEAST OF INTERNATIONAL BOUNDARY MONUMENT
 TH0773'561, IN SE 1/4 SECTION 3, TOWNSHIP 1, RANGE 20 W, SECOND MERIDIAN.
 TH0773'THE STATION IS ON A LOW BUT VERY PROMINENT HILL.
 TH0773'
 TH0773'STATION MARK--A SMALL CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0773'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0394 ***********************************************************************
 SP0394  DESIGNATION -  FLYING ET
 SP0394  PID         -  SP0394
 SP0394  STATE/COUNTY-  MT/MCCONE
 SP0394  USGS QUAD   -  HUDIBURGH RESERVOIR NW (1983)
 SP0394
 SP0394                         *CURRENT SURVEY CONTROL
 SP0394  ___________________________________________________________________
 SP0394* NAD 83(1992)-  47 43 29.90244(N)    105 44 07.07644(W)     ADJUSTED  
 SP0394* NAVD 88     -       844.0    (meters)    2769.     (feet)  VERTCON   
 SP0394  ___________________________________________________________________
 SP0394  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 SP0394  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 SP0394
 SP0394  HORZ ORDER  -  THIRD
 SP0394
 SP0394.The horizontal coordinates were established by classical geodetic methods
 SP0394.and adjusted by the National Geodetic Survey in July 1992..
 SP0394
 SP0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0394
 SP0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0394
 SP0394.The geoid height was determined by GEOID03.
 SP0394
 SP0394;                    North         East     Units Scale Factor Converg.
 SP0394;SPC MT       -   392,914.046   882,173.725   MT  0.99946999   +2 45 14.0
 SP0394;SPC MT       - 1,289,088.08  2,894,270.75   iFT  0.99946999   +2 45 14.0
 SP0394;UTM  13      - 5,285,994.648   444,859.250   MT  0.99963736   -0 32 38.7
 SP0394
 SP0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0394!SPC MT       -   0.99987036  x   0.99946999  =   0.99934041
 SP0394!UTM  13      -   0.99987036  x   0.99963736  =   0.99950776
 SP0394
 SP0394:                Primary Azimuth Mark                     Grid Az
 SP0394:SPC MT       -  EIGHT ET                                 242 07 44.7
 SP0394:UTM  13      -  EIGHT ET                                 245 25 37.4
 SP0394
 SP0394|---------------------------------------------------------------------|
 SP0394| PID    Reference Object                     Distance      Geod. Az  |
 SP0394|                                                           dddmmss.s |
 SP0394| SP0395 EIGHT ET                            APPROX.20.5 KM 2445258.7 |
 SP0394|---------------------------------------------------------------------|
 SP0394
 SP0394                          SUPERSEDED SURVEY CONTROL
 SP0394
 SP0394  NAD 83(1986)-  47 43 29.90077(N)    105 44 07.06370(W) AD(       ) 3
 SP0394  NAD 27      -  47 43 29.88984(N)    105 44 05.06739(W) AD(       ) 3
 SP0394  NGVD 29 (07/19/86)  843.4    (m)         2767.     (f) VERT ANG       
 SP0394
 SP0394.Superseded values are not recommended for survey control.
 SP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0394.See file dsdata.txt to determine how the superseded data were derived.
 SP0394
 SP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN4485985995(NAD 83)
 SP0394_MARKER: DD = SURVEY DISK
 SP0394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SP0394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SP0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0394
 SP0394  HISTORY     - Date     Condition        Report By
 SP0394  HISTORY     - 1975     MONUMENTED       USGS
 SP0394
 SP0394                          STATION DESCRIPTION
 SP0394
 SP0394'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 SP0394'STATION LOCATED ON HIGH POINT OF HILL, 14.0 MI. (AIRLINE) SW. OF
 SP0394'VIDA, MONTANA.
 SP0394'
 SP0394'TO REACH STATION FROM VIDA, PROCEED S. ON MONTANA STATE HIGHWAY 13
 SP0394'8.0 MI. TO T-RD. W., TURN RIGHT (W.) AND FOLLOW COUNTY RD. 8.0 MI. TO
 SP0394'JOG IN RD., TURN RIGHT FOR 0.25 MI., THENCE W. 2.0 MI. TO JOG IN RD.,
 SP0394'TURN LEFT (S.) FOR 0.25 MI., THENCE RIGHT (W.) FOR 1.0 MI. TO TRACK
 SP0394'RD. N., TURN RIGHT AND FOLLOW TRACK RD. APPROXIMATELY 1.0 MI. TO
 SP0394'WHERE UNDERGROUND WATERLINE CROSSES RD., TURN LEFT AND FOLLOW TRACK
 SP0394'RD. ALONG WATERLINE TO TOP OF HILL.  STATION IS W. OF TRACK RD.
 SP0394'APPROXIMATELY 150 FT. AND ON W. SIDE OF FENCE LINE.
 SP0394'
 SP0394'STATION MARK--STANDARD USGS BRASS TABLET, SECURED TO TOP OF
 SP0394'COPPERWELD ROD DRIVEN IN GROUND, AND STAMPED ---FLYING-ET 1975---.
 SP0394'A SECTION OF PLASTIC TUBE FILLED WITH ROCK AND GRAVEL WAS SET
 SP0394'AROUND TOP OF STATION.
 SP0394'
 SP0394'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0470 ***********************************************************************
 RU0470  DESIGNATION -  FLYNN
 RU0470  PID         -  RU0470
 RU0470  STATE/COUNTY-  MT/ROSEBUD
 RU0470  USGS QUAD   -  THURLOW (1984)
 RU0470
 RU0470                         *CURRENT SURVEY CONTROL
 RU0470  ___________________________________________________________________
 RU0470* NAD 83(1992)-  46 15 33.51098(N)    106 18 42.28272(W)     ADJUSTED  
 RU0470* NAVD 88     -       817.732  (meters)    2682.84   (feet)  ADJUSTED  
 RU0470  ___________________________________________________________________
 RU0470  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 RU0470  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RU0470  DYNAMIC HT  -         817.650 (meters)    2682.57  (feet)  COMP
 RU0470  MODELED GRAV-     980,486.8   (mgal)                       NAVD 88
 RU0470
 RU0470  HORZ ORDER  -  FIRST
 RU0470  VERT ORDER  -  FIRST     CLASS II
 RU0470
 RU0470.The horizontal coordinates were established by classical geodetic methods
 RU0470.and adjusted by the National Geodetic Survey in July 1992..
 RU0470
 RU0470.The orthometric height was determined by differential leveling
 RU0470.and adjusted by the National Geodetic Survey in June 1991..
 RU0470
 RU0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0470
 RU0470.The geoid height was determined by GEOID03.
 RU0470
 RU0470.The dynamic height is computed by dividing the NAVD 88
 RU0470.geopotential number by the normal gravity value computed on the
 RU0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0470.degrees latitude (g = 980.6199 gals.).
 RU0470
 RU0470.The modeled gravity was interpolated from observed gravity values.
 RU0470
 RU0470;                    North         East     Units Scale Factor Converg.
 RU0470;SPC MT       -   228,286.766   845,620.413   MT  0.99947835   +2 19 56.0
 RU0470;SPC MT       -   748,972.33  2,774,345.19   iFT  0.99947835   +2 19 56.0
 RU0470;UTM  13      - 5,123,695.274   398,904.436   MT  0.99972563   -0 56 52.0
 RU0470
 RU0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0470!SPC MT       -   0.99987428  x   0.99947835  =   0.99935269
 RU0470!UTM  13      -   0.99987428  x   0.99972563  =   0.99959994
 RU0470
 RU0470:                Primary Azimuth Mark                     Grid Az
 RU0470:SPC MT       -  FLYNN AZ MK                              080 24 32.7
 RU0470:UTM  13      -  FLYNN AZ MK                              083 41 20.7
 RU0470
 RU0470|---------------------------------------------------------------------|
 RU0470| PID    Reference Object                     Distance      Geod. Az  |
 RU0470|                                                           dddmmss.s |
 RU0470| CQ6535 FLYNN AZ MK                                        0824428.7 |
 RU0470| CQ6536 FLYNN RM EAST                        54.279 METERS 09648     |
 RU0470| CQ6537 FLYNN RM SOUTH                       28.663 METERS 18356     |
 RU0470|---------------------------------------------------------------------|
 RU0470
 RU0470                          SUPERSEDED SURVEY CONTROL
 RU0470
 RU0470  NAD 83(1986)-  46 15 33.49503(N)    106 18 42.25439(W) AD(       ) 1
 RU0470  NAD 27      -  46 15 33.49800(N)    106 18 40.19100(W) AD(       ) 1
 RU0470  NGVD 29 (07/19/86)  816.1    (m)         2677.     (f) VERT ANG       
 RU0470
 RU0470.Superseded values are not recommended for survey control.
 RU0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0470.See file dsdata.txt to determine how the superseded data were derived.
 RU0470
 RU0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM9890423695(NAD 83)
 RU0470_MARKER: DS = TRIANGULATION STATION DISK
 RU0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0470_SP_SET: CONCRETE POST
 RU0470_STAMPING: FLYNN 1934
 RU0470_MARK LOGO: CGS   
 RU0470_PROJECTION: PROJECTING 15 CENTIMETERS
 RU0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0470+STABILITY: SURFACE MOTION
 RU0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0470+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 RU0470
 RU0470  HISTORY     - Date     Condition        Report By
 RU0470  HISTORY     - 1934     MONUMENTED       CGS
 RU0470  HISTORY     - 1981     GOOD             NGS
 RU0470  HISTORY     - 20060319 GOOD             ADACLA
 RU0470
 RU0470                          STATION DESCRIPTION
 RU0470
 RU0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0470'STATION IS 5.6 MILES WEST OF HATHAWAY ON THE NORTH SIDE OF
 RU0470'U.S. HIGHWAY 10 AT A POINT WHERE THE HIGHWAY STARTS TO DESCEND
 RU0470'TO THE SWEENEY CREEK CROSSING.  THE STATION MARK IS 53 FEET
 RU0470'NORTH OF THE CENTER OF THE HIGHWAY.
 RU0470'
 RU0470'THE STATION IS REACHED FROM HATHAWAY BY GOING WEST ON
 RU0470'U.S. HIGHWAY 10, 5.6 MILES TO A POINT WHERE THE HIGHWAY
 RU0470'STARTS TO DROP TO THE SWEENEY CREEK CROSSING.  FROM THIS
 RU0470'POINT THE STATION IS JUST TO THE NORTH OF THE HIGHWAY.
 RU0470'
 RU0470'THERE ARE TWO REFERENCE MARKS.  ONE IS TO THE EAST.  THE
 RU0470'OTHER IS TO THE SOUTH.  THE ONE TO THE EAST IS 51 FEET NORTH OF
 RU0470'THE CENTER OF THE HIGHWAY.  THE ONE TO THE SOUTH IS 41 FEET
 RU0470'SOUTH OF THE CENTER OF THE ROAD AND 9 FEET WEST OF A LARGE
 RU0470'GATEPOST.  MARKS ARE 1/4-INCH BRONZE RODS SET IN SQUARE-CONCRETE
 RU0470'POSTS.  THE RODS PROJECT ABOVE THE CONCRETE 1/2 INCH.
 RU0470'
 RU0470'THE AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION AND IS
 RU0470'42 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 RU0470'
 RU0470'A 4-FOOT STAND WAS ERECTED.
 RU0470
 RU0470                          STATION RECOVERY (1981)
 RU0470
 RU0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0470'11.6 KM (7.2 MI) EAST FROM ROSEBUD.
 RU0470'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0470'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 2.1
 RU0470'KM (1.3 MI) SOUTHEAST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0470'ROAD), THENCE 9.2 KM (5.7 MI) EASTERLY ALONG U.S. HIGHWAYS 10 AND 12
 RU0470'(FRONTAGE ROAD), 56.1 METERS (184.0 FT) EAST-NORTHEAST OF MILE POST
 RU0470'586, 15.8 METERS (51.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 RU0470'8.2 METERS (27.0 FT) WEST OF THE EXTENDED CENTER OF A FIELD ROAD
 RU0470'LEADING SOUTH.
 RU0470'THE MARK IS 5.7 METERS  N FROM  A WITNESS POST AND FENCE
 RU0470'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RU0470
 RU0470                          STATION RECOVERY (2006)
 RU0470
 RU0470'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 RU0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0718 ***********************************************************************
 TH0718  DESIGNATION -  FLYNN
 TH0718  PID         -  TH0718
 TH0718  STATE/COUNTY-  MT/ROOSEVELT
 TH0718  USGS QUAD   -  FLYNN CREEK NORTH (1972)
 TH0718
 TH0718                         *CURRENT SURVEY CONTROL
 TH0718  ___________________________________________________________________
 TH0718* NAD 83(1992)-  48 09 13.91372(N)    105 48 36.62843(W)     ADJUSTED  
 TH0718* NAVD 88     -       766.26   (meters)    2514.0    (feet)  LEVELING  
 TH0718  ___________________________________________________________________
 TH0718  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 TH0718  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TH0718
 TH0718  HORZ ORDER  -  FIRST
 TH0718  VERT ORDER  -  THIRD ?
 TH0718
 TH0718.The horizontal coordinates were established by classical geodetic methods
 TH0718.and adjusted by the National Geodetic Survey in July 1992..
 TH0718
 TH0718.The orthometric height was determined by differential leveling.
 TH0718.The vertical network tie was performed by a horz. field party for horz.
 TH0718.obs reductions. Reset procedures were used to establish the elevation.
 TH0718
 TH0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0718
 TH0718.The geoid height was determined by GEOID03.
 TH0718
 TH0718;                    North         East     Units Scale Factor Converg.
 TH0718;SPC MT       -   440,259.641   874,321.185   MT  0.99959174   +2 41 56.8
 TH0718;SPC MT       - 1,444,421.39  2,868,507.82   iFT  0.99959174   +2 41 56.8
 TH0718;UTM  13      - 5,333,719.264   439,744.764   MT  0.99964461   -0 36 12.8
 TH0718
 TH0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0718!SPC MT       -   0.99988259  x   0.99959174  =   0.99947438
 TH0718!UTM  13      -   0.99988259  x   0.99964461  =   0.99952724
 TH0718
 TH0718:                Primary Azimuth Mark                     Grid Az
 TH0718:SPC MT       -  WOLF PT NW MUN TANK                      113 17 17.3
 TH0718:UTM  13      -  WOLF PT NW MUN TANK                      116 35 26.9
 TH0718
 TH0718|---------------------------------------------------------------------|
 TH0718| PID    Reference Object                     Distance      Geod. Az  |
 TH0718|                                                           dddmmss.s |
 TH0718| TH0711 WOLF PT NW MUN TANK                 APPROX.13.1 KM 1155914.1 |
 TH0718| TH0707 WOLF PT SE MUN TANK                 APPROX.13.6 KM 1161151.6 |
 TH0718| TH0703 WOLF PT FIRST LUTH CH SPIRE         APPROX.14.6 KM 1201704.1 |
 TH0718| TH0712 WOLF POINT ST HWY COMM MAST         APPROX. 9.9 KM 1213410.3 |
 TH0718| TH0717 FLYNN RM A                           25.290 METERS 14015     |
 TH0718| CQ8403 FLYNN AZ MK                                        1404624.3 |
 TH0718| CQ8404 FLYNN RM 1                           25.138 METERS 17803     |
 TH0718| CQ8405 FLYNN RM 2                           21.008 METERS 27409     |
 TH0718|---------------------------------------------------------------------|
 TH0718
 TH0718                          SUPERSEDED SURVEY CONTROL
 TH0718
 TH0718  NAD 83(1986)-  48 09 13.91387(N)    105 48 36.62221(W) AD(       ) 1
 TH0718  NAD 27      -  48 09 13.84620(N)    105 48 34.59196(W) AD(       ) 1
 TH0718  NGVD 29 (07/19/86)  766.26   (m)         2514.0    (f) LEVELING    3  
 TH0718
 TH0718.Superseded values are not recommended for survey control.
 TH0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0718.See file dsdata.txt to determine how the superseded data were derived.
 TH0718
 TH0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP3974533719(NAD 83)
 TH0718_MARKER: DS = TRIANGULATION STATION DISK
 TH0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0718
 TH0718  HISTORY     - Date     Condition        Report By
 TH0718  HISTORY     - 1948     MONUMENTED       CGS
 TH0718  HISTORY     - 1967     GOOD             CGS
 TH0718  HISTORY     - 1976     GOOD             NGS
 TH0718
 TH0718                          STATION DESCRIPTION
 TH0718
 TH0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0718'LOCATED ABOUT 9 MILES NORTHWEST OF WOLF POINT, IN THE CENTER OF SEC.
 TH0718'29, T 28 N, R 46 E, ON LAND OWNED BY DAVID FURDINE, 31 FEET EAST
 TH0718'OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 11 FEET
 TH0718'WEST-SOUTHWEST OF A WITNESS POST, AND 6 FEET SOUTH OF A WIRE
 TH0718'FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED FLYNN 1948.
 TH0718'
 TH0718'REFERENCE MARK NO. 1 IS 82.48 FEET SOUTH OF THE STATION, AND 13
 TH0718'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD.
 TH0718'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED FLYNN NO 1 1948.
 TH0718'
 TH0718'REFERENCE MARK NO. 2 IS 68.95 FEET WEST OF THE STATION, 20 FEET
 TH0718'NORTH OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD, 38 FEET WEST
 TH0718'OF THE APPROXIMATE CENTERLINE OF ANOTHER TRACK ROAD, AND 1 FOOT
 TH0718'SOUTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS
 TH0718'STAMPED FLYNN NO 2 1948.
 TH0718'
 TH0718'W C CENTER SEC. 29, T 28 N, R 46 E IS 487.14 FEET WEST OF THE
 TH0718'STATION, 7 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF A
 TH0718'TRACK ROAD, AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  IT IS A
 TH0718'STANDARD U.S. GENERAL LAND OFFICE DISK STAMPED 1/4 C S 26 W C ON A
 TH0718'1-INCH IRON PIPE THAT PROJECTS 6 INCHES.  IT IS LOCATED BY
 TH0718'DIRECTION AND TRAVERSE FROM STATION FLYNN AND THE DISTANCE WAS
 TH0718'FOUND TO BE 148.481 METERS OR 487.14 FEET.
 TH0718'
 TH0718'THE AZIMUTH MARK IS APPROXIMATELY 0.65 MILE SOUTH-SOUTHEAST OF THE
 TH0718'STATION, 68 FEET EAST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD,
 TH0718'AND 8 FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS 8 INCHES, AND
 TH0718'THE DISK IS STAMPED FLYNN 1948.
 TH0718'
 TH0718'TO REACH THE STATION FROM THE TRIANGLE SERVICE STATION AND CAFE AT
 TH0718'THE NORTH EDGE OF WOLF POINT, GO WEST ON U.S. HIGHWAY 2 FOR 4.4
 TH0718'MILES.  THEN RIGHT, NORTH, ON A GRAVEL ROAD 2.05 MILE.  THEN LEFT,
 TH0718'WEST, 2.0 MILES TO TWO WIRE GATES ON THE RIGHT.  THEN RIGHT,
 TH0718'NORTH, THROUGH THE WEST ONE OF THE TWO GATES FOR 0.5 MILE.  THEN
 TH0718'LEFT, WEST, FOR 0.95 MILE.  THEN RIGHT, NORTHERLY, FOR 1.55 MILE
 TH0718'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY, ON
 TH0718'THE TRACK ROAD, FOR 0.65 MILE TO THE STATION AS DESCRIBED.
 TH0718
 TH0718                          STATION RECOVERY (1967)
 TH0718
 TH0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TH0718'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 TH0718'CONDITION.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 TH0718'
 TH0718'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF WOLF POINT, 8
 TH0718'MILES NORTHEAST OF OSWEGO, NEAR THE CENTER OF SEC. 29, T 28 N,
 TH0718'R 46 E, AND ON PROPERTY OWNED BY MR. MORRIX NYGAARD.
 TH0718'
 TH0718'TO REACH THE STATION FROM THE POST OFFICE IN OSWEGO, GO NORTH ON
 TH0718'GRAVELED ROAD FOR 0.15 MILE TO A T-INTERSECTION.  TURN LEFT AND
 TH0718'GO WEST FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR
 TH0718'0.2 MILE TO U.S. HIGHWAY 2.  CONTINUE NORTH ON GRAVELED ROAD FOR
 TH0718'5.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 3.0
 TH0718'MILES TO A T-INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.5 MILE
 TH0718'TO A Y-FORK AND A GATE.  KEEP RIGHT FORK, PASS THROUGH GATE AND
 TH0718'GO NORTHEAST ACROSS PASTURE FOR 1.25 MILE TO A WIRE FENCE AND THE
 TH0718'STATION ON THE HIGHEST POINT OF THE HILL.
 TH0718'
 TH0718'THE STATION MARK IS A STANDARD DISK, STAMPED FLYNN 1948, SET IN THE
 TH0718'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
 TH0718'IT IS 43 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 6.0 FEET SOUTH
 TH0718'OF A METAL WITNESS POST WITH SIGN.
 TH0718'
 TH0718'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLYNN NO 1 1948, SET IN
 TH0718'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TH0718'6-INCHES.  IT IS 88.7 FEET SOUTH OF THE METAL WITNESS POST WITH
 TH0718'SIGN AND 26 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 TH0718'
 TH0718'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLYNN NO 2 1948, SET IN
 TH0718'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TH0718'6-INCHES.  IT IS 69.2 FEET WEST OF THE METAL WITNESS POST WITH
 TH0718'SIGN, 18 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 1.0 FEET
 TH0718'SOUTH OF A WIRE FENCE.
 TH0718'
 TH0718'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLYNN 1948, SET IN THE
 TH0718'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10-INCHES.
 TH0718'IT IS 8 FEET EAST OF THE CENTER OF A TRACK ROAD, 7.5 FEET NORTHWEST
 TH0718'OF A METAL WITNESS POST WITH SIGN AND 6 FEET WEST OF A WIRE FENCE.
 TH0718'
 TH0718'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ACROSS
 TH0718'PASTURE ON TRACK ROAD FOR 0.65 MILE TO A WIRE FENCE AND THE MARK.
 TH0718
 TH0718                          STATION RECOVERY (1976)
 TH0718
 TH0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TH0718'STATION WAS USED FOR LIGHTKEEPING ONLY.
 TH0718'
 TH0718'ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1967 DESCRIPTIONS.
 TH0718'
 TH0718'THE STATION IS ON THE PROPERTY OF MR. MORRIS NYGAARD, THE NUMBER
 TH0718'TO CALL TO GET A HOLD OF HIM IS 392-4141 (WOLF POINT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0717 ***********************************************************************
 TH0717  DESIGNATION -  FLYNN RM A
 TH0717  PID         -  TH0717
 TH0717  STATE/COUNTY-  MT/ROOSEVELT
 TH0717  USGS QUAD   -  FLYNN CREEK NORTH (1972)
 TH0717
 TH0717                         *CURRENT SURVEY CONTROL
 TH0717  ___________________________________________________________________
 TH0717* NAD 83(1992)-  48 09 13.28414(N)    105 48 35.84609(W)     ADJUSTED  
 TH0717* NAVD 88     -       766.41   (+/-2cm)    2514.5    (feet)  VERTCON   
 TH0717  ___________________________________________________________________
 TH0717  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 TH0717  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TH0717
 TH0717  HORZ ORDER  -  FIRST
 TH0717  VERT ORDER  -  THIRD ? (See Below)
 TH0717
 TH0717.The horizontal coordinates were established by classical geodetic methods
 TH0717.and adjusted by the National Geodetic Survey in July 1992..
 TH0717
 TH0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0717.The vertical order pertains to the NGVD 29 superseded value.
 TH0717
 TH0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0717
 TH0717.The geoid height was determined by GEOID03.
 TH0717
 TH0717;                    North         East     Units Scale Factor Converg.
 TH0717;SPC MT       -   440,240.986   874,338.245   MT  0.99959168   +2 41 57.4
 TH0717;SPC MT       - 1,444,360.19  2,868,563.80   iFT  0.99959168   +2 41 57.4
 TH0717;UTM  13      - 5,333,699.656   439,760.722   MT  0.99964459   -0 36 12.2
 TH0717
 TH0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0717!SPC MT       -   0.99988257  x   0.99959168  =   0.99947430
 TH0717!UTM  13      -   0.99988257  x   0.99964459  =   0.99952720
 TH0717
 TH0717:                Primary Azimuth Mark                     Grid Az
 TH0717:SPC MT       -  WEST FORK 2                              064 16 00.7
 TH0717:UTM  13      -  WEST FORK 2                              067 34 10.3
 TH0717
 TH0717|---------------------------------------------------------------------|
 TH0717| PID    Reference Object                     Distance      Geod. Az  |
 TH0717|                                                           dddmmss.s |
 TH0717| TH0715 WEST FORK 2                         APPROX.11.4 KM 0665758.1 |
 TH0717| TH0711 WOLF PT NW MUN TANK                 APPROX.13.1 KM 1155631.3 |
 TH0717| TH0712 WOLF POINT ST HWY COMM MAST         APPROX. 9.9 KM 1213122.0 |
 TH0717| TH0718 FLYNN                                25.290 METERS 32015     |
 TH0717|---------------------------------------------------------------------|
 TH0717
 TH0717                          SUPERSEDED SURVEY CONTROL
 TH0717
 TH0717  NAD 83(1986)-  48 09 13.28437(N)    105 48 35.83996(W) AD(       ) 1
 TH0717  NAD 27      -  48 09 13.21662(N)    105 48 33.80965(W) AD(       ) 1
 TH0717  NGVD 29 (07/19/86)  765.79   (m)         2512.4    (f) LEVELING    3  
 TH0717
 TH0717.Superseded values are not recommended for survey control.
 TH0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0717.See file dsdata.txt to determine how the superseded data were derived.
 TH0717
 TH0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP3976133700(NAD 83)
 TH0717_MARKER: DS = TRIANGULATION STATION DISK
 TH0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0717+STABILITY: SURFACE MOTION
 TH0717
 TH0717  HISTORY     - Date     Condition        Report By
 TH0717  HISTORY     - 1967     MONUMENTED       CGS
 TH0717
 TH0717                          STATION DESCRIPTION
 TH0717
 TH0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TH0717'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF WOLF POINT, 8
 TH0717'MILES NORTHEAST OF OSWEGO, NEAR THE CENTER OF SEC.29, T 28 N, R 46
 TH0717'E, AND ON PROPERTY OWNED BY MR. MORRIX NYGAARD.
 TH0717'
 TH0717'THE STATION MARK IS A STANDARD DISK STAMPED FLYNN RM A 1967, SET IN
 TH0717'THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND
 TH0717'IS FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET SOUTHEAST OF A
 TH0717'METAL WITNESS POST WITH SIGN ATTACHED AND 69.5 FEET SOUTH OF A
 TH0717'FENCE.
 TH0717'
 TH0717'TO REACH STATION FLYNN FROM THE TRIANGLE SERVICE STATION AND CAFE AT
 TH0717'THE NORTH EDGE OF WOLF POINT, GO WEST ON U.S. HIGHWAY 2 FOR 4.4
 TH0717'MILES.  THEN RIGHT, NORTH, ON A GRAVEL ROAD 2.05 MILE.  THEN LEFT,
 TH0717'WEST, 2.0 MILES TO TWO WIRE GATES ON THE RIGHT.  THEN RIGHT,
 TH0717'NORTH, THROUGH THE WEST ONE OF THE TWO GATES FOR 0.5 MILE.  THEN
 TH0717'LEFT, WEST, FOR 0.95 MILE.  THEN RIGHT, NORTHERLY, FOR 1.55 MILE
 TH0717'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY, ON
 TH0717'THE TRACK ROAD, FOR 0.65 MILE TO THE STATION AS DESCRIBED.
 TH0717'
 TH0717'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FLYNN 1948.
 TH0717'
 TH0717'FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION FOR FLYNN
 TH0717'1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0575 ***********************************************************************
 QY0575  DESIGNATION -  FM 9 B 17 CAIRN
 QY0575  PID         -  QY0575
 QY0575  STATE/COUNTY-  MT/SILVER BOW
 QY0575  USGS QUAD   -  WISE RIVER (1988)
 QY0575
 QY0575                         *CURRENT SURVEY CONTROL
 QY0575  ___________________________________________________________________
 QY0575* NAD 83(1992)-  45 51 53.02254(N)    112 56 12.31529(W)     ADJUSTED  
 QY0575* NAVD 88     -      2792.     (meters)    9160.     (feet)  SCALED    
 QY0575  ___________________________________________________________________
 QY0575  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 QY0575  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 QY0575
 QY0575  HORZ ORDER  -  SECOND
 QY0575
 QY0575.The horizontal coordinates were established by classical geodetic methods
 QY0575.and adjusted by the National Geodetic Survey in July 1992..
 QY0575
 QY0575.The orthometric height was scaled from a topographic map.
 QY0575
 QY0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0575
 QY0575.The geoid height was determined by GEOID03.
 QY0575
 QY0575;                    North         East     Units Scale Factor Converg.
 QY0575;SPC MT       -   185,300.567   333,324.357   MT  0.99959119   -2 30 50.4
 QY0575;SPC MT       -   607,941.49  1,093,583.85   iFT  0.99959119   -2 30 50.4
 QY0575;UTM  12      - 5,080,841.955   349,668.428   MT  0.99987784   -1 23 24.9
 QY0575
 QY0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0575!SPC MT       -   0.99956432  x   0.99959119  =   0.99915569
 QY0575!UTM  12      -   0.99956432  x   0.99987784  =   0.99944221
 QY0575
 QY0575                          SUPERSEDED SURVEY CONTROL
 QY0575
 QY0575  NAD 83(1986)-  45 51 53.02129(N)    112 56 12.31456(W) AD(       ) 2
 QY0575  NAD 27      -  45 51 53.29400(N)    112 56 09.18300(W) AD(       ) 2
 QY0575
 QY0575.Superseded values are not recommended for survey control.
 QY0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0575.See file dsdata.txt to determine how the superseded data were derived.
 QY0575
 QY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4966880842(NAD 83)
 QY0575
 QY0575  HISTORY     - Date     Condition        Report By
 QY0575  HISTORY     - 1956     MONUMENTED       CGS
 QY0575
 QY0575                          STATION DESCRIPTION
 QY0575
 QY0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0575'THE STATION IS LOCATED ON THE SUMMIT OF GRANULATED MOUNTAIN
 QY0575'AND LIES ABOUT 21 MILES SOUTHWEST OF BUTTE, ABOUT 18 MILES
 QY0575'SOUTH OF ANACONDA, ABOUT 5.5 MILES NORTH OF WISE RIVER AND 53.470
 QY0575'METERS SOUTH OF TRIANGULATION STATION GRANULATED.
 QY0575'
 QY0575'THE STATION IS THE TOP AND CENTER OF A CAIRN WHICH IS 7 FEET
 QY0575'IN DIAMETER AT ITS BASE AND 3 FEET IN DIAMETER AT ITS APEX.
 QY0575'A 4 INCH POLE PROJECTS ABOUT 6 FEET FROM ITS TOP.  A STONE
 QY0575'ON THE NORTH SIDE HAS FM 9 B 17 CHISELED ON ITS EXPOSED
 QY0575'FACE.  THE BASE OF THE CAIRN IS 1.44 METERS LOWER THAN THE
 QY0575'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0803 ***********************************************************************
 TN0803  DESIGNATION -  FM L 22
 TN0803  PID         -  TN0803
 TN0803  STATE/COUNTY-  MT/FLATHEAD
 TN0803  USGS QUAD   -  DORIS MOUNTAIN (1994)
 TN0803
 TN0803                         *CURRENT SURVEY CONTROL
 TN0803  ___________________________________________________________________
 TN0803* NAD 83(1992)-  48 18 13.53204(N)    114 04 38.40087(W)     ADJUSTED  
 TN0803* NAVD 88     -      2268.     (meters)    7441.     (feet)  SCALED    
 TN0803  ___________________________________________________________________
 TN0803  LAPLACE CORR-          13.55  (seconds)                    DEFLEC99
 TN0803  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TN0803
 TN0803  HORZ ORDER  -  SECOND
 TN0803
 TN0803.The horizontal coordinates were established by classical geodetic methods
 TN0803.and adjusted by the National Geodetic Survey in July 1992..
 TN0803
 TN0803.The orthometric height was scaled from a topographic map.
 TN0803
 TN0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0803
 TN0803.The geoid height was determined by GEOID03.
 TN0803
 TN0803;                    North         East     Units Scale Factor Converg.
 TN0803;SPC MT       -   460,374.072   260,737.704   MT  0.99964774   -3 20 54.0
 TN0803;SPC MT       - 1,510,413.62    855,438.66   iFT  0.99964774   -3 20 54.0
 TN0803;UTM  11      - 5,354,191.690   716,724.130   MT  1.00017714   +2 10 59.3
 TN0803;UTM  12      - 5,354,640.448   271,808.088   MT  1.00023984   -2 17 55.6
 TN0803
 TN0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0803!SPC MT       -   0.99964707  x   0.99964774  =   0.99929494
 TN0803!UTM  11      -   0.99964707  x   1.00017714  =   0.99982415
 TN0803!UTM  12      -   0.99964707  x   1.00023984  =   0.99988683
 TN0803
 TN0803                          SUPERSEDED SURVEY CONTROL
 TN0803
 TN0803  NAD 83(1986)-  48 18 13.54149(N)    114 04 38.38879(W) AD(       ) 2
 TN0803  NAD 27      -  48 18 13.66715(N)    114 04 34.96163(W) AD(       ) 2
 TN0803
 TN0803.Superseded values are not recommended for survey control.
 TN0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0803.See file dsdata.txt to determine how the superseded data were derived.
 TN0803
 TN0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP1672454192(NAD 83)
 TN0803
 TN0803  HISTORY     - Date     Condition        Report By
 TN0803  HISTORY     - 1963     MONUMENTED       CGS
 TN0803
 TN0803                          STATION DESCRIPTION
 TN0803
 TN0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TN0803'THE STATION WAS RECOVERED AS DESCRIBED BY O.S.R. IN 1959.
 TN0803'DISTANCE TRAVERSED FROM STATION DORIS 1939 IS 13.69 FEET OR
 TN0803'4.174 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0557 ***********************************************************************
 ST0557  DESIGNATION -  FML 25
 ST0557  PID         -  ST0557
 ST0557  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0557  USGS QUAD   -  SLATEGOAT MOUNTAIN (1995)
 ST0557
 ST0557                         *CURRENT SURVEY CONTROL
 ST0557  ___________________________________________________________________
 ST0557* NAD 83(1992)-  47 44 46.17549(N)    113 05 22.78893(W)     ADJUSTED  
 ST0557* NAVD 88     -      2681.     (meters)    8796.     (feet)  SCALED    
 ST0557  ___________________________________________________________________
 ST0557  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 ST0557  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 ST0557
 ST0557  HORZ ORDER  -  SECOND
 ST0557
 ST0557.The horizontal coordinates were established by classical geodetic methods
 ST0557.and adjusted by the National Geodetic Survey in July 1992..
 ST0557
 ST0557.The orthometric height was scaled from a topographic map.
 ST0557
 ST0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0557
 ST0557.The geoid height was determined by GEOID03.
 ST0557
 ST0557;                    North         East     Units Scale Factor Converg.
 ST0557;SPC MT       -   394,650.073   331,044.219   MT  0.99947467   -2 37 33.1
 ST0557;SPC MT       - 1,294,783.70  1,086,103.08   iFT  0.99947467   -2 37 33.1
 ST0557;UTM  12      - 5,290,202.280   343,360.639   MT  0.99990151   -1 32 49.3
 ST0557
 ST0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0557!SPC MT       -   0.99958192  x   0.99947467  =   0.99905681
 ST0557!UTM  12      -   0.99958192  x   0.99990151  =   0.99948347
 ST0557
 ST0557                          SUPERSEDED SURVEY CONTROL
 ST0557
 ST0557  NAD 83(1986)-  47 44 46.18345(N)    113 05 22.77662(W) AD(       ) 2
 ST0557  NAD 27      -  47 44 46.39200(N)    113 05 19.55000(W) AD(       ) 2
 ST0557
 ST0557.Superseded values are not recommended for survey control.
 ST0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0557.See file dsdata.txt to determine how the superseded data were derived.
 ST0557
 ST0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT4336190202(NAD 83)
 ST0557
 ST0557  HISTORY     - Date     Condition        Report By
 ST0557  HISTORY     - 1960     MONUMENTED       CGS
 ST0557
 ST0557                          STATION DESCRIPTION
 ST0557
 ST0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0557'STATION IS ON THE TOP OF READHEAD PEAK WHICH IS ON THE CONTINENTAL
 ST0557'DIVIDE AND 1-1/2 MILES EAST OF SPOTTED BEAR PASS.
 ST0557'
 ST0557'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 ST0557'REDHEAD 1940, DISTANCE BEING 15.07 FEET, 4.593 METERS SOUTHWEST.
 ST0557'THE MARK IS A USFS DISK, STAMPED F.M.L. 25 1924, CEMENTED IN
 ST0557'THE SIDE OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0560 ***********************************************************************
 ST0560  DESIGNATION -  FML 27
 ST0560  PID         -  ST0560
 ST0560  STATE/COUNTY-  MT/FLATHEAD
 ST0560  USGS QUAD   -  AMPHITHEATRE MOUNTAIN (1994)
 ST0560
 ST0560                         *CURRENT SURVEY CONTROL
 ST0560  ___________________________________________________________________
 ST0560* NAD 83(1992)-  47 43 56.94386(N)    113 13 35.91219(W)     ADJUSTED  
 ST0560* NAVD 88     -      2584.     (meters)    8478.     (feet)  SCALED    
 ST0560  ___________________________________________________________________
 ST0560  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 ST0560  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 ST0560
 ST0560  HORZ ORDER  -  SECOND
 ST0560
 ST0560.The horizontal coordinates were established by classical geodetic methods
 ST0560.and adjusted by the National Geodetic Survey in July 1992..
 ST0560
 ST0560.The orthometric height was scaled from a topographic map.
 ST0560
 ST0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0560
 ST0560.The geoid height was determined by GEOID03.
 ST0560
 ST0560;                    North         East     Units Scale Factor Converg.
 ST0560;SPC MT       -   393,611.410   320,716.406   MT  0.99947163   -2 43 33.8
 ST0560;SPC MT       - 1,291,376.02  1,052,219.18   iFT  0.99947163   -2 43 33.8
 ST0560;UTM  12      - 5,288,968.877   333,049.577   MT  0.99994252   -1 38 53.2
 ST0560
 ST0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0560!SPC MT       -   0.99959715  x   0.99947163  =   0.99906899
 ST0560!UTM  12      -   0.99959715  x   0.99994252  =   0.99953969
 ST0560
 ST0560                          SUPERSEDED SURVEY CONTROL
 ST0560
 ST0560  NAD 83(1986)-  47 43 56.95171(N)    113 13 35.90015(W) AD(       ) 2
 ST0560  NAD 27      -  47 43 57.16580(N)    113 13 32.66550(W) AD(       ) 2
 ST0560
 ST0560.Superseded values are not recommended for survey control.
 ST0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0560.See file dsdata.txt to determine how the superseded data were derived.
 ST0560
 ST0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT3305088969(NAD 83)
 ST0560
 ST0560  HISTORY     - Date     Condition        Report By
 ST0560  HISTORY     - 1960     MONUMENTED       CGS
 ST0560
 ST0560                          STATION DESCRIPTION
 ST0560
 ST0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0560'STATION IS ON THE HIGHEST POINT OF A LONE, PROMINENT BUTTE,
 ST0560'ABOUT 10 MILES NORTHEAST OF THE NORTHEAST END OF BIG SALMON
 ST0560'LAKE AND 15-1/2 MILES NORTH OF THE BIG PRAIRIE RANGER STATION.
 ST0560'
 ST0560'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LONE
 ST0560'BUTTE, DISTANCE BEING 19.94 FEET, 6.078 METERS SOUTHEAST.
 ST0560'THE MARK IS A USFS DISK, STAMPED F M L 27 1924, CEMENTED
 ST0560'IN A DRILL HOLE IN OUTCROPPING BEDROCK HAVING AN EXPOSED
 ST0560'AREA OF 2 BY 3 FEET AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0441 ***********************************************************************
 TK0441  DESIGNATION -  FOGERTY RESET
 TK0441  PID         -  TK0441
 TK0441  STATE/COUNTY-  MT/BLAINE
 TK0441  USGS QUAD   -  HARLEM (1964)
 TK0441
 TK0441                         *CURRENT SURVEY CONTROL
 TK0441  ___________________________________________________________________
 TK0441* NAD 83(1992)-  48 36 38.86765(N)    108 49 06.56953(W)     ADJUSTED  
 TK0441* NAVD 88     -       833.     (meters)    2733.     (feet)  SCALED    
 TK0441  ___________________________________________________________________
 TK0441  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 TK0441  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0441
 TK0441  HORZ ORDER  -  THIRD
 TK0441
 TK0441.The horizontal coordinates were established by classical geodetic methods
 TK0441.and adjusted by the National Geodetic Survey in July 1992..
 TK0441
 TK0441.The orthometric height was scaled from a topographic map.
 TK0441
 TK0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0441
 TK0441.The geoid height was determined by GEOID03.
 TK0441
 TK0441;                    North         East     Units Scale Factor Converg.
 TK0441;SPC MT       -   484,809.233   650,243.112   MT  0.99978433   +0 29 54.7
 TK0441;SPC MT       - 1,590,581.47  2,133,343.54   iFT  0.99978433   +0 29 54.7
 TK0441;UTM  12      - 5,386,488.426   660,795.725   MT  0.99991766   +1 38 13.2
 TK0441
 TK0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0441!SPC MT       -   0.99987206  x   0.99978433  =   0.99965642
 TK0441!UTM  12      -   0.99987206  x   0.99991766  =   0.99978974
 TK0441
 TK0441:                Primary Azimuth Mark                     Grid Az
 TK0441:SPC MT       -  HARLEM ET                                132 36 37.4
 TK0441:UTM  12      -  HARLEM ET                                131 28 18.9
 TK0441
 TK0441|---------------------------------------------------------------------|
 TK0441| PID    Reference Object                     Distance      Geod. Az  |
 TK0441|                                                           dddmmss.s |
 TK0441| TK0438 HARLEM ET                           APPROX.10.6 KM 1330632.1 |
 TK0441|---------------------------------------------------------------------|
 TK0441
 TK0441                          SUPERSEDED SURVEY CONTROL
 TK0441
 TK0441  NAD 83(1986)-  48 36 38.87328(N)    108 49 06.55352(W) AD(       ) 3
 TK0441  NAD 27      -  48 36 38.86938(N)    108 49 04.00240(W) AD(       ) 3
 TK0441
 TK0441.Superseded values are not recommended for survey control.
 TK0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0441.See file dsdata.txt to determine how the superseded data were derived.
 TK0441
 TK0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU6079686488(NAD 83)
 TK0441
 TK0441  HISTORY     - Date     Condition        Report By
 TK0441  HISTORY     - 1964     MONUMENTED       USGS
 TK0441  HISTORY     - 1964     GOOD             USGS
 TK0441
 TK0441                          STATION DESCRIPTION
 TK0441
 TK0441'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0441'ON DIVIDE BETWEEN FOGERTY AND THIRTY-MILE CREEK, 6 MI. NNW. OF HARLEM,
 TK0441'ABOUT 0.5 MI. W. OF WAGON RD.
 TK0441'
 TK0441'RECOVERED AND REDESCRIBED AS FOLLOWS, STATION LOCATED
 TK0441'ABOUT 6 MI. NNW. OF HARLEM, MONTANA, NEAR THE CENTER OF THE SECTION
 TK0441'LINE BETWEEN SECS. 14,23, T.33 N., R.22 E., ON THE HIGHEST POINT OF A
 TK0441'ROUNDED LOW RIDGE RUNNING NW.-SE.
 TK0441'
 TK0441'TO REACH THE STATION FROM HARLEM, MONTANA, GO N. FROM THE JUNCTION OF
 TK0441'U.S. HIGHWAY 2 AND MONTANA SECONDARY 241 VIA MONTANA SECONDARY 241
 TK0441'4.5 MI. TO A FIELD RD. GOING W., TURN LEFT W. THRU A GATE AND FOLLOW
 TK0441'THE FIELD RD. W. 0.5 MI., N.0.9 MI., W.0.5 MI. NW. 0.2 MI. TO A GATE,
 TK0441'PASS THRU GATE AND PROCEED 1.2 MI. TO A RD. FORK, LEAVE THE RD. AND GO
 TK0441'NW. 0.25 MI. TO HIGHEST POINT AND STATION.
 TK0441'
 TK0441'STATION MARK - STANDARD TABLET RIVETED TO A 3 1/2 IN. PIPE PROJECTING
 TK0441'1.5 FT., STAMPED ---FOGERTY 1903 ET 1964---.
 TK0441'
 TK0441'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0647 ***********************************************************************
 QY0647  DESIGNATION -  FOOLHEN
 QY0647  PID         -  QY0647
 QY0647  STATE/COUNTY-  MT/BEAVERHEAD
 QY0647  USGS QUAD   -  FOOLHEN MOUNTAIN (1994)
 QY0647
 QY0647                         *CURRENT SURVEY CONTROL
 QY0647  ___________________________________________________________________
 QY0647* NAD 83(1992)-  45 45 04.15975(N)    113 11 33.90772(W)     ADJUSTED  
 QY0647* NAVD 88     -      2771.4    (meters)    9093.     (feet)  VERTCON   
 QY0647  ___________________________________________________________________
 QY0647  LAPLACE CORR-          11.28  (seconds)                    DEFLEC99
 QY0647  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QY0647
 QY0647  HORZ ORDER  -  THIRD
 QY0647
 QY0647.The horizontal coordinates were established by classical geodetic methods
 QY0647.and adjusted by the National Geodetic Survey in July 1992..
 QY0647
 QY0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0647
 QY0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0647
 QY0647.The geoid height was determined by GEOID03.
 QY0647
 QY0647;                    North         East     Units Scale Factor Converg.
 QY0647;SPC MT       -   173,600.164   312,879.669   MT  0.99963227   -2 42 04.5
 QY0647;SPC MT       -   569,554.34  1,026,508.10   iFT  0.99963227   -2 42 04.5
 QY0647;UTM  12      - 5,068,738.033   329,451.628   MT  0.99995761   -1 34 15.9
 QY0647
 QY0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0647!SPC MT       -   0.99956763  x   0.99963227  =   0.99920006
 QY0647!UTM  12      -   0.99956763  x   0.99995761  =   0.99952525
 QY0647
 QY0647                          SUPERSEDED SURVEY CONTROL
 QY0647
 QY0647  NAD 83(1991)-  45 45 04.15677(N)    113 11 33.90876(W) AD(       ) 3
 QY0647  NGVD 29 (04/27/92) 2770.0    (m)         9088.     (f) VERT ANG       
 QY0647
 QY0647.Superseded values are not recommended for survey control.
 QY0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0647.See file dsdata.txt to determine how the superseded data were derived.
 QY0647
 QY0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR2945268738(NAD 83)
 QY0647_MARKER: DS = TRIANGULATION STATION DISK
 QY0647_SETTING: 0 = UNSPECIFIED SETTING
 QY0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0647
 QY0647  HISTORY     - Date     Condition        Report By
 QY0647  HISTORY     - 1960     MONUMENTED       USGS
 QY0647
 QY0647                          STATION DESCRIPTION
 QY0647
 QY0647'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0647'STATION LOCATED ON TOP OF A RUGGED OUTCROP ON THE HIGHEST POINT OF
 QY0647'FOOLHEN MOUNTAIN AND LIES APPROXIMATELY 15.5 MI. NE. OF WISDOM,
 QY0647'MONTANA, AND ABOUT 12.5 MI. WSW. OF WISE RIVER, MONTANA, AND ABOUT
 QY0647'10 MI. SSW. OF RALSTON JUNCTION (JUNCTION OF STATE HIGHWAY 43 AND
 QY0647'COUNTY ROAD 274).
 QY0647'
 QY0647'STATION IS BEST REACHED FROM POST OFFICE AT WISDOM BY FOLLOWING
 QY0647'STATE HIGHWAY 43 N. FOR 21.6 MI. AT THIS POINT CROSS THE BIG HOLE
 QY0647'RIVER AND FOLLOW AN OLD MINING RD. TO TOP OF MOUNTAIN AND A LARGE
 QY0647'MEADOW.  PICK UP USFS TRAIL NO. 99, HI LINE AT S. END OF MEADOW
 QY0647'AND FOLLOW THIS TRAIL TO INTERSECTION WITH USFS TRAIL NO. 33,
 QY0647'MEADOW CREEK TRAIL. AT THIS POINT TURN W. UP HILL TO HIGHEST POINT
 QY0647'AND STATION.  THIS IS A 4-1/2 HOUR HORSE PACK FROM THE BIG HOLE
 QY0647'RIVER CROSSING.
 QY0647'
 QY0647'STATION MARK - - A STANDARD TABLET CEMENTED IN A SET ROCK 2 BY 2
 QY0647'BY 1 FT. AND IS STAMPED--- FOOLHEN 1960 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0588 ***********************************************************************
 SQ0588  DESIGNATION -  FORCHETTE
 SQ0588  PID         -  SQ0588
 SQ0588  STATE/COUNTY-  MT/PHILLIPS
 SQ0588  USGS QUAD   -  PEA RIDGE (1987)
 SQ0588
 SQ0588                         *CURRENT SURVEY CONTROL
 SQ0588  ___________________________________________________________________
 SQ0588* NAD 83(1992)-  47 43 14.22758(N)    107 52 41.65078(W)     ADJUSTED  
 SQ0588* NAVD 88     -       805.5    (meters)    2643.     (feet)  VERTCON   
 SQ0588  ___________________________________________________________________
 SQ0588  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 SQ0588  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SQ0588
 SQ0588  HORZ ORDER  -  FIRST
 SQ0588
 SQ0588.The horizontal coordinates were established by classical geodetic methods
 SQ0588.and adjusted by the National Geodetic Survey in July 1992..
 SQ0588
 SQ0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0588
 SQ0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0588
 SQ0588.The geoid height was determined by GEOID03.
 SQ0588
 SQ0588;                    North         East     Units Scale Factor Converg.
 SQ0588;SPC MT       -   386,906.573   721,603.375   MT  0.99946904   +1 11 10.8
 SQ0588;SPC MT       - 1,269,378.52  2,367,465.14   iFT  0.99946904   +1 11 10.8
 SQ0588;UTM  13      - 5,289,261.848   284,148.385   MT  1.00017258   -2 07 49.3
 SQ0588
 SQ0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0588!SPC MT       -   0.99987622  x   0.99946904  =   0.99934532
 SQ0588!UTM  13      -   0.99987622  x   1.00017258  =   1.00004878
 SQ0588
 SQ0588|---------------------------------------------------------------------|
 SQ0588| PID    Reference Object                     Distance      Geod. Az  |
 SQ0588|                                                           dddmmss.s |
 SQ0588| CQ6539 FORCHETTE RM 1                       24.431 METERS 08253     |
 SQ0588| CQ6538 FORCHETTE AZ MK                                    1191837.5 |
 SQ0588| CQ6540 FORCHETTE RM 2                       26.745 METERS 18614     |
 SQ0588| SR1071 LITTLE ROCKIES HIGHEST PEAK         APPROX.54.4 KM 2964335.6 |
 SQ0588|---------------------------------------------------------------------|
 SQ0588
 SQ0588                          SUPERSEDED SURVEY CONTROL
 SQ0588
 SQ0588  NAD 83(1986)-  47 43 14.22112(N)    107 52 41.63553(W) AD(       ) 1
 SQ0588  NAD 27      -  47 43 14.22900(N)    107 52 39.22800(W) AD(       ) 1
 SQ0588  NGVD 29 (07/19/86)  804.8    (m)         2640.     (f) VERT ANG       
 SQ0588
 SQ0588.Superseded values are not recommended for survey control.
 SQ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0588.See file dsdata.txt to determine how the superseded data were derived.
 SQ0588
 SQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN8414889262(NAD 83)
 SQ0588_MARKER: DS = TRIANGULATION STATION DISK
 SQ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0588
 SQ0588  HISTORY     - Date     Condition        Report By
 SQ0588  HISTORY     - 1934     MONUMENTED       CGS
 SQ0588  HISTORY     - 1948     GOOD             CGS
 SQ0588  HISTORY     - 1967     GOOD             CGS
 SQ0588
 SQ0588                          STATION DESCRIPTION
 SQ0588
 SQ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0588'STATION IS ABOUT 10 MILES SOUTHWEST OF THE SUN PRAIRIE POST
 SQ0588'OFFICE AND ABOUT 4 MILES NORTHWEST OF THE X-RANCH BUILDINGS.
 SQ0588'IT IS ON A GRASSY MESA WHICH OVERLOOKS THE FORCHETTE TO THE
 SQ0588'SOUTH AND THE TELEGRAPH TO THE NORTH.  THERE IS A DRY LAKE BED
 SQ0588'ABOUT 3/4 MILE TO THE SOUTHEAST AND A CANYON ABOUT 1/2 MILE
 SQ0588'TO THE EAST.  MARKS DESCRIBED IN CONCRETE.
 SQ0588'
 SQ0588'REFERENCE MARK NO. 1, IS NORTHEAST OF THE STATION.
 SQ0588'
 SQ0588'REFERENCE MARK NO. 2, IS SOUTHEAST OF THE STATION.
 SQ0588'
 SQ0588'AZIMUTH MARK, IS ABOUT 1/2 MILE EAST OF THE STATION
 SQ0588'AT THE TOP OF A SMALL ROUND HILL ON THE SOUTHWEST SIDE OF THE
 SQ0588'CANYON.
 SQ0588'
 SQ0588'THE STATION IS REACHED FROM THE X-RANCH WHICH IS ABOUT 11.7
 SQ0588'MILES SOUTH-SOUTHWEST OF SUN PRAIRIE BY PASSING THROUGH THE
 SQ0588'GATE IN THE NORTHWEST CORNER OF THE YARD AND FOLLOWING THE RANCH
 SQ0588'ROAD WEST UP THE NORTH SIDE OF FORCHETTE CREEK 1.6 MILES TO A
 SQ0588'SMALL MEADOW.  AT THIS POINT THE ROAD BEARS TO THE SOUTHWEST.
 SQ0588'TAKE A VERY DIM ROAD TO THE RIGHT TO A FENCE AND ALONG THE
 SQ0588'FENCE TO A GATE, 0.2 MILE, PASS THROUGH THE GATE AND GO
 SQ0588'NORTHWEST ON THE DIM ROAD 1.8 MILES.  AT THIS POINT THERE IS A
 SQ0588'DEEP WASH.  (THERE IS A LONE LOG SHACK ABOUT 1/2 MILE WEST OF
 SQ0588'THIS POINT).  TURN TO THE RIGHT OR NORTH TO A POINT WHERE THE
 SQ0588'COULEE MAY BE CROSSED, THEN FOLLOW UP THE FIRST COULEE TO
 SQ0588'THE LEFT (NORTHWEST) TO THE TOP OF THE RIDGE.  TURN
 SQ0588'RIGHT ALONG THE RIDGE AND KEEPING ON THE HIGHEST PART OF
 SQ0588'THE DIVIDE, DRIVE 2.5 MILES TO THE STATION.  THE STATION
 SQ0588'IS ON THE HIGHEST GROUND IN THE NEAR VICINITY AND IS
 SQ0588'NORTH AND A LITTLE EAST OF THE LONE LOG SHACK.
 SQ0588'
 SQ0588'A 20-FOOT STAND WAS ERECTED.
 SQ0588
 SQ0588                          STATION RECOVERY (1948)
 SQ0588
 SQ0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0588'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 SQ0588'FOUND IN GOOD CONDITION.
 SQ0588'
 SQ0588'THE STATION IS ABOUT 50 MILES SOUTH WEST OF MALTA, 10 MILES
 SQ0588'SOUTH OF THE SUN PRAIRIE POST OFFICE, AND ON A GRASSY MESA.
 SQ0588'
 SQ0588'TO REACH FROM THE RAILROAD DEPOT IN MALTA, GO EAST ON FRONT
 SQ0588'STREET 0.2 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT AND GO
 SQ0588'SOUTH 4.9 MILES TO A ROAD FORK, TAKE RIGHT ROAD AND GO 19.0
 SQ0588'MILES TO A SMALL, STEEL BRIDGE, CONTINUE SOUTH ON GRAVELED
 SQ0588'ROAD 7.0 MILES TO A T-ROAD RIGHT, AND A SIGN SUN PRAIRIE
 SQ0588'9 MILES, TURN RIGHT AND GO WEST 5.0 MILES TO A CROSSROAD, TURN
 SQ0588'LEFT AND GO SOUTH J.0 MILES TO A ROAD FORK, TAKE MAIN ROAD
 SQ0588'AND GO RIGHT 0.8 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 SQ0588'SOUTH ,.1 MILES TO A TRAIL LEFT, TURN LEFT AND FOLLOW TRAIL
 SQ0588'2.4 MILES TO A GATE, GO THROUGH THE GATE AND CONTINUE 1.0
 SQ0588'MILES TO A FORK, TAKE LEFT ROAD AND GO 0.3 MILE TO A GATE, GO
 SQ0588'THROUGH THE GATE AND CONTINUE 0.2 MILE TO THE HOLMAN CATTLE
 SQ0588'CAMP, CONTINUE STRAIGHT AHEAD ACROSS DITCH ON MAIN TRAIL 0.4
 SQ0588'MILE TO A WIRE CORRAL, TURN LEFT AND FOLLOW TRAIL UP HILL
 SQ0588'FOR 0.7 MILE TO A GATE, GO THROUGH THE GATE AND CONTINUE
 SQ0588'1.6 MILES TO A GATE, TURN RIGHT BEFORE GOING THROUGH THE
 SQ0588'GATE AND GO SOUTHEAST 2.0 MILES TO THE STATION.  TO REACH
 SQ0588'THE AZIMUTH FROM THE STATION, CONTINUE SOUTH 0.25 MILE TO A
 SQ0588'FENCE CORNER, TURN LEFT AND GO 0.25 MILE, FROM HERE THE
 SQ0588'AZIMUTH IS 575 FEET NORTH OF THE FENCE ON A SMALL KNOLL.
 SQ0588'
 SQ0588'STATION MARK IS A STANDARD STATION MARK DISK SET IN THE TOP
 SQ0588'OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 8 INCHES,
 SQ0588'AND THE DISK IS STAMPED FORCHETTE 1934.
 SQ0588'
 SQ0588'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SQ0588'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK
 SQ0588'PROJECTS 8 INCHES, AND THE DISK IS STAMPED FORCHETTE NO 1
 SQ0588'1934.
 SQ0588'
 SQ0588'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SQ0588'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0588'8 INCHES, AND THE DISK IS STAMPED FORCHETTE NO 2 1934.
 SQ0588'
 SQ0588'AZIMUTH MARK IS 0.3 MILE FROM THE STATION, AND 375 FEET
 SQ0588'NORTH OF AN EAST-WEST FENCE LINE.  THE MARK IS A STANDARD
 SQ0588'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SQ0588'POST.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 SQ0588'FORCHETTE AZIMUTH 1934.
 SQ0588'
 SQ0588'A 4-FOOT STAND WILL SEE STATIONS SUN 1934, SUN PRAIRIE S. BASE,
 SQ0588'SHOEMAKER 1934, LEEDY 1934, AND TRIP 1934.  A 20-FOOT STAND
 SQ0588'WILL SEE STATION SUN PRAIRIE N. BASE.
 SQ0588
 SQ0588                          STATION RECOVERY (1967)
 SQ0588
 SQ0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SQ0588'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SQ0588'CONDITION.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 SQ0588'
 SQ0588'TO REACH THE STATION FROM THE POST OFFICE IN MALTA, GO SOUTH ON
 SQ0588'U.S. HIGHWAY 191 FOR 0.9 MILE TO A FORK.  TAKE LEFT FORK, MACADAM
 SQ0588'ROAD AND GO 3.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW
 SQ0588'THE MAIN TRAVELED GRAVELED ROAD FOR 26.3 MILES TO A SIDE ROAD
 SQ0588'RIGHT.  TURN RIGHT AND GO WEST ON GRADED ROAD AS PER SIGN REGINA
 SQ0588'FOR 5.1 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 4.0
 SQ0588'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.8 MILE TO A
 SQ0588'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 3.3 MILES TO A CATTLE
 SQ0588'GUARD ON THE LEFT.  TURN LEFT AND GO EAST AND SOUTH ON GRADED
 SQ0588'ROAD FOR 4.9 MILES TO A RANCH HOUSE ON THE LEFT.  CONTINUE EAST
 SQ0588'PASSING THROUGH A GATE INTO FARM YARD AND GO 0.1 MILE TO A FORK.
 SQ0588'TAKE RIGHT FORK AND BEAR RIGHT PASSING THROUGH A GATE AND GO UP
 SQ0588'HILL FOR 0.55 MILE TO A GATE.  PASS THROUGH GATE AND GO 1.7 MILES
 SQ0588'TO A DIM FORK ON THE RIGHT AND A RESERVOIR ON THE LEFT.  TAKE
 SQ0588'RIGHT FORK AND GO 0.1 MILE TO A GATE.  PASS THROUGH GATE AND
 SQ0588'GO 1.0 MILE TO A Y-FORK.  TAKE LEFT FORK AND GO 1.2
 SQ0588'MILES TO A DIM CROSSROAD.  TURN RIGHT AND GO 1.15 MILES TO A
 SQ0588'Y-FORK.  TAKE LEFT FORK AND GO 0.25 MILE TO A GATE.  PASS
 SQ0588'THROUGH GATE, BEAR RIGHT AND GO 0.05 MILE TO A GATE.  PASS
 SQ0588'THROUGH GATE, TURN LEFT AND GO EAST AND SOUTH ON GRADED ROAD
 SQ0588'FOR 1.65 MILES TO THE STATION ON THE RIGHT.
 SQ0588'
 SQ0588'THE STATION MARK IS A STANDARD DISK, STAMPED FORCHETTE 1934, SET
 SQ0588'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SQ0588'4-INCHES.  IT IS 126 FEET WEST OF THE CENTER OF THE GRADED ROAD.
 SQ0588'
 SQ0588'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FORCHETTE NO 1
 SQ0588'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SQ0588'PROJECTS 4-INCHES.  IT IS 47 FEET WEST OF THE CENTER OF THE
 SQ0588'GRADED ROAD.
 SQ0588'
 SQ0588'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FORCHETTE NO 2
 SQ0588'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SQ0588'PROJECTS 4-INCHES.  IT IS 129 FEET WEST OF THE CENTER OF THE
 SQ0588'GRADED ROAD.
 SQ0588'
 SQ0588'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 SQ0588'FORCHETTE 1934 AZIMUTH, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SQ0588'MONUMENT THAT PROJECTS 4-INCHES.  IT IS APPROXIMATELY 375 FEET
 SQ0588'NORTH OF A EAST-WEST FENCE AND 1.2 FEET SOUTH OF A METAL WITNESS
 SQ0588'POST WITH SIGN.
 SQ0588'
 SQ0588'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST-SOUTHEAST
 SQ0588'ACROSS PASTURE FOR APPROXIMATELY 0.5 MILE TO THE HIGHEST POINT OF A
 SQ0588'SMALL KNOLL AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1046 ***********************************************************************
 SR1046  DESIGNATION -  FORD
 SR1046  PID         -  SR1046
 SR1046  STATE/COUNTY-  MT/PHILLIPS
 SR1046  USGS QUAD   -  KEPPLE BOTTOMS (1971)
 SR1046
 SR1046                         *CURRENT SURVEY CONTROL
 SR1046  ___________________________________________________________________
 SR1046* NAD 83(1992)-  47 37 18.06398(N)    108 25 01.45564(W)     ADJUSTED  
 SR1046* NAVD 88     -       859.71   (+/-2cm)    2820.6    (feet)  VERTCON   
 SR1046  ___________________________________________________________________
 SR1046  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 SR1046  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 SR1046
 SR1046  HORZ ORDER  -  THIRD
 SR1046  VERT ORDER  -  THIRD ? (See Below)
 SR1046
 SR1046.The horizontal coordinates were established by classical geodetic methods
 SR1046.and adjusted by the National Geodetic Survey in July 1992..
 SR1046
 SR1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1046.The vertical order pertains to the NGVD 29 superseded value.
 SR1046
 SR1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1046
 SR1046.The geoid height was determined by GEOID03.
 SR1046
 SR1046;                    North         East     Units Scale Factor Converg.
 SR1046;SPC MT       -   375,216.073   681,355.588   MT  0.99944914   +0 47 31.8
 SR1046;SPC MT       - 1,231,023.86  2,235,418.60   iFT  0.99944914   +0 47 31.8
 SR1046;UTM  12      - 5,277,485.933   694,073.382   MT  1.00006287   +1 54 31.1
 SR1046
 SR1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1046!SPC MT       -   0.99986763  x   0.99944914  =   0.99931684
 SR1046!UTM  12      -   0.99986763  x   1.00006287  =   0.99993049
 SR1046
 SR1046:                Primary Azimuth Mark                     Grid Az
 SR1046:SPC MT       -  WILDER                                   213 47 55.4
 SR1046:UTM  12      -  WILDER                                   212 40 56.1
 SR1046
 SR1046|---------------------------------------------------------------------|
 SR1046| PID    Reference Object                     Distance      Geod. Az  |
 SR1046|                                                           dddmmss.s |
 SR1046| SR1049 WILDER                              APPROX. 4.2 KM 2143527.2 |
 SR1046|---------------------------------------------------------------------|
 SR1046
 SR1046                          SUPERSEDED SURVEY CONTROL
 SR1046
 SR1046  NAD 83(1986)-  47 37 18.05813(N)    108 25 01.44056(W) AD(       ) 3
 SR1046  NAD 27      -  47 37 18.06800(N)    108 24 58.94500(W) AD(       ) 3
 SR1046  NGVD 29 (07/19/86)  858.97   (m)         2818.1    (f) LEVELING    3  
 SR1046
 SR1046.Superseded values are not recommended for survey control.
 SR1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1046.See file dsdata.txt to determine how the superseded data were derived.
 SR1046
 SR1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT9407377486(NAD 83)
 SR1046_MARKER: P = PIPE CAP
 SR1046_SETTING: 0 = UNSPECIFIED SETTING
 SR1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1046
 SR1046  HISTORY     - Date     Condition        Report By
 SR1046  HISTORY     - 1937     MONUMENTED       USE
 SR1046
 SR1046                          STATION DESCRIPTION
 SR1046
 SR1046'DESCRIBED BY US ENGINEERS 1937
 SR1046'THE STATION IS IN PHILLIPS COUNTY ON THE LEFT BANK OF THE
 SR1046'MISSOURI RIVER AND IN THE SW 1/4 OF SECTION 32 OF T. 22 N.,
 SR1046'R. 26 E.  THE STATION IS ON THE SOUTHEAST TIP OF AN EASTERN
 SR1046'PRONG OF THE DIVIDE BETWEEN ROCK CREEK AND THE FIRST LARGE
 SR1046'COULEE EAST OF ROCK CREEK, BEING ON A SMALL TIMBERED KNOLL
 SR1046'ABOUT 3 MILES NORTHEAST OF THE MOUTH OF ROCK CREEK, 2 MILES
 SR1046'NORTHEAST OF OLD WILDER POST OFFICE AND FERRY CROSSING AND
 SR1046'ABOUT 1-1/2 MILES NORTH OF THE MISSOURI RIVER AT THE NEAREST
 SR1046'POINT.
 SR1046'
 SR1046'THE STATION IS ACCESSIBLE BY AUTOMOBILE VIA THE TRAIL TO THE
 SR1046'WILDER FERRY CROSSING FROM ZORTMAN TO THE POINT WHERE THE ROAD
 SR1046'BEGINS THE DESCENT INTO THE MISSOURI RIVER VALLEY.  AT THIS
 SR1046'POINT TURN OFF THE MAIN TRAIL TO THE LEFT AND PROCEED EAST
 SR1046'AND SOUTHEAST ALONG A DIM TRAIL THAT FOLLOWS A NARROW RIDGE
 SR1046'TO THE TOP OF LAST SMALL KNOLL AND STATION.
 SR1046'
 SR1046'MONUMENT 3 IN IRON PIPE WITH BRONZE CAP.
 SR1046'
 SR1046'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SR1046'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1106 ***********************************************************************
 SR1106  DESIGNATION -  FORD
 SR1106  PID         -  SR1106
 SR1106  STATE/COUNTY-  MT/FERGUS
 SR1106  USGS QUAD   -  LEWIS PEAK (1985)
 SR1106
 SR1106                         *CURRENT SURVEY CONTROL
 SR1106  ___________________________________________________________________
 SR1106* NAD 83(1992)-  47 10 16.54873(N)    109 03 38.93707(W)     ADJUSTED  
 SR1106* NAVD 88     -      1250.9    (meters)    4104.     (feet)  VERTCON   
 SR1106  ___________________________________________________________________
 SR1106  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 SR1106  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 SR1106
 SR1106  HORZ ORDER  -  SECOND
 SR1106
 SR1106.The horizontal coordinates were established by classical geodetic methods
 SR1106.and adjusted by the National Geodetic Survey in July 1992..
 SR1106
 SR1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1106
 SR1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1106
 SR1106.The geoid height was determined by GEOID03.
 SR1106
 SR1106;                    North         East     Units Scale Factor Converg.
 SR1106;SPC MT       -   324,698.957   633,275.434   MT  0.99939646   +0 19 16.6
 SR1106;SPC MT       - 1,065,285.29  2,077,675.31   iFT  0.99939646   +0 19 16.6
 SR1106;UTM  12      - 5,226,020.446   646,953.747   MT  0.99986541   +1 25 20.7
 SR1106
 SR1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1106!SPC MT       -   0.99980602  x   0.99939646  =   0.99920259
 SR1106!UTM  12      -   0.99980602  x   0.99986541  =   0.99967145
 SR1106
 SR1106|---------------------------------------------------------------------|
 SR1106| PID    Reference Object                     Distance      Geod. Az  |
 SR1106|                                                           dddmmss.s |
 SR1106| CQ6543 FORD RM 1                            11.917 METERS 06753     |
 SR1106| CQ6544 FORD RM 2                            13.092 METERS 15901     |
 SR1106| SR0474 GWM 22                                             2330157.7 |
 SR1106|---------------------------------------------------------------------|
 SR1106
 SR1106                          SUPERSEDED SURVEY CONTROL
 SR1106
 SR1106  NAD 83(1986)-  47 10 16.54572(N)    109 03 38.91593(W) AD(       ) 2
 SR1106  NAD 27      -  47 10 16.63020(N)    109 03 36.33180(W) AD(       ) 2
 SR1106  NGVD 29 (07/19/86) 1250.1    (m)         4101.     (f) VERT ANG       
 SR1106
 SR1106.Superseded values are not recommended for survey control.
 SR1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1106.See file dsdata.txt to determine how the superseded data were derived.
 SR1106
 SR1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT4695426020(NAD 83)
 SR1106_MARKER: DS = TRIANGULATION STATION DISK
 SR1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1106
 SR1106  HISTORY     - Date     Condition        Report By
 SR1106  HISTORY     - 1961     MONUMENTED       CGS
 SR1106
 SR1106                          STATION DESCRIPTION
 SR1106
 SR1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1106'THE STATION IS LOCATED ABOUT 11-3/4 MILES SOUTH AND 4-1/2 MILES
 SR1106'WEST OF ROY ON A RIDGE BETWEEN LITTLE BOX ELDER CREEK AND COLLAR
 SR1106'GULCH CREEK.
 SR1106'
 SR1106'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY
 SR1106'19 IN LEWISTOWN, GO EAST ON U.S. HIGHWAY 87 FOR 13.5 MILES TO A
 SR1106'CROSSROAD AND SIGN MILLERS POST AND LBR. YARD. GILT EDGE 6 MI.
 SR1106'TURN LEFT AND FOLLOW GRAVELED ROAD NORTHERLY FOR 5.75 MILES TO
 SR1106'A SIDE ROAD RIGHT, TURN RIGHT, EAST, AND GO EAST AND NORTH FOR
 SR1106'4.9 MILES TO A FORK AND SIGN ROY 19 TAKE THE RIGHT FORK AND
 SR1106'GO EAST FOR 1 MILE TO A FORK, TAKE THE LEFT FORK AND GO 1.2
 SR1106'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.4 MILE
 SR1106'TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTH FOR 0.1 MILE TO THE
 SR1106'HIGHEST POINT OF THE RIDGE AND STATION.
 SR1106'
 SR1106'THE STATION MARK IS A STANDARD DISK, STAMPED FORD 1961, SET IN
 SR1106'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 SR1106'IT IS 4.5 FEET NORTHEAST OF THE WITNESS POST.
 SR1106'
 SR1106'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FORD NO 1 1961, SET
 SR1106'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 SR1106'IT IS 43 FEET NORTHEAST OF THE WITNESS POST.
 SR1106'
 SR1106'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FORD NO 2
 SR1106'1961, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1106'4 INCHES.  IT IS 43 FEET SOUTH OF THE WITNESS POST.
 SR1106'
 SR1106'THE AZIMUTH MARK IS A STANDARD (USGS) BENCH MARK DISK, STAMPED
 SR1106'GWM 22 4041 FT. 1941, SET IN THE TOP OF A SQUARE CONCRETE
 SR1106'MONUMENT THAT PROJECTS 8 INCHES.  IT IS 28 FEET SOUTH OF THE
 SR1106'CENTER OF THE ROAD, 2.2 FEET NORTH OF A FENCE AND 1.5 FEET
 SR1106'SOUTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1539 ***********************************************************************
 SS1539  DESIGNATION -  FORD
 SS1539  PID         -  SS1539
 SS1539  STATE/COUNTY-  MT/CASCADE
 SS1539  USGS QUAD   -  MONARCH NE (1995)
 SS1539
 SS1539                         *CURRENT SURVEY CONTROL
 SS1539  ___________________________________________________________________
 SS1539* NAD 83(1992)-  47 11 16.32878(N)    110 51 49.70584(W)     ADJUSTED  
 SS1539* NAVD 88     -      1759.4    (meters)    5772.     (feet)  VERTCON   
 SS1539  ___________________________________________________________________
 SS1539  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 SS1539  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 SS1539
 SS1539  HORZ ORDER  -  SECOND
 SS1539
 SS1539.The horizontal coordinates were established by classical geodetic methods
 SS1539.and adjusted by the National Geodetic Survey in July 1992..
 SS1539
 SS1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1539
 SS1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1539
 SS1539.The geoid height was determined by GEOID03.
 SS1539
 SS1539;                    North         East     Units Scale Factor Converg.
 SS1539;SPC MT       -   327,349.964   496,705.944   MT  0.99939730   -0 59 51.5
 SS1539;SPC MT       - 1,073,982.82  1,629,612.68   iFT  0.99939730   -0 59 51.5
 SS1539;UTM  12      - 5,226,050.662   510,317.787   MT  0.99960131   +0 05 59.7
 SS1539
 SS1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1539!SPC MT       -   0.99972625  x   0.99939730  =   0.99912372
 SS1539!UTM  12      -   0.99972625  x   0.99960131  =   0.99932767
 SS1539
 SS1539:                Primary Azimuth Mark                     Grid Az
 SS1539:SPC MT       -  AIRWAY BCN 56 12 MI ESE BELT             039 06 35.2
 SS1539:UTM  12      -  AIRWAY BCN 56 12 MI ESE BELT             038 00 44.0
 SS1539
 SS1539|---------------------------------------------------------------------|
 SS1539| PID    Reference Object                     Distance      Geod. Az  |
 SS1539|                                                           dddmmss.s |
 SS1539| SS1522 AIRWAY BCN 56 12 MI ESE BELT        APPROX.21.0 KM 0380643.7 |
 SS1539| CQ6541 FORD RM 1                            13.498 METERS 26020     |
 SS1539| CQ6542 FORD RM 2                            14.913 METERS 33655     |
 SS1539|---------------------------------------------------------------------|
 SS1539
 SS1539                          SUPERSEDED SURVEY CONTROL
 SS1539
 SS1539  NAD 83(1986)-  47 11 16.32634(N)    110 51 49.68904(W) AD(       ) 2
 SS1539  NAD 27      -  47 11 16.46860(N)    110 51 46.88870(W) AD(       ) 2
 SS1539  NGVD 29 (07/19/86) 1758.4    (m)         5769.     (f) VERT ANG       
 SS1539
 SS1539.Superseded values are not recommended for survey control.
 SS1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1539.See file dsdata.txt to determine how the superseded data were derived.
 SS1539
 SS1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT1031826051(NAD 83)
 SS1539_MARKER: DS = TRIANGULATION STATION DISK
 SS1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1539
 SS1539  HISTORY     - Date     Condition        Report By
 SS1539  HISTORY     - 1961     MONUMENTED       CGS
 SS1539
 SS1539                          STATION DESCRIPTION
 SS1539
 SS1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1539'THE STATION IS ABOUT 6-1/2 MILES NORTH-NORTHWEST OF MONARCH,
 SS1539'8-1/2 MILES SOUTHWEST OF RAYNSEFORD, 11 MILES SOUTH OF ARMINGTON
 SS1539'JUNCTION, ON THE SUMMIT OF A PROMINENT, GRASS AND ROCK COVERED
 SS1539'HILL, WHICH IS THE HIGHEST HILL IN THE IMMEDIATE VICINITY
 SS1539'AND ON LAND OWNED BY ALMA SWEENEY WHO LIVES IN BELT.
 SS1539'
 SS1539'TO REACH THE STATON FROM THE ARMINGTON JUNCTION, ABOUT 26
 SS1539'MILES SOUTHEAST OF GREAT FALLS, GO SOUTH ON U.S. HIGHWAY 89
 SS1539'FOR 16.75 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE SOUTHERLY
 SS1539'ON THE HIGHWAY FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT AT
 SS1539'A FARM HOUSE ON THE LEFT.  TURN LEFT AND GO EAST 0.1 MILE
 SS1539'TO A FORK.  BEAR LEFT AND GO UP GRADE, NORTHEAST, 1.6 MILES
 SS1539'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 1.2
 SS1539'MILES TO A SIDE ROAD ON THE LEFT JUST NORTH OF A SMALL
 SS1539'BUILDING.  TURN LEFT AND GO WEST-NORTHWEST FOR 1.4 MILES,
 SS1539'CROSSING TWO CATTLE GUARDS, TO A FORK AT TWO GATES.
 SS1539'PASS THROUGH THE LEFT GATE AND CONTINUE FOR 0.45 MILE
 SS1539'TO A POWERLINE.  BEAR RIGHT AND CONTINUE NORTHERLY FOR
 SS1539'0.75 MILE TO A FORK.  BEAR LEFT, UP GRADE FOR 0.25 MILE TO
 SS1539'A GATE.  PASS THROUGH THE GATE AND GO SOUTHERLY ALONG THE
 SS1539'WEST SIDE OF A FENCE FOR 0.75 MILE TO THE HIGHEST POINT AND
 SS1539'THE STATION.
 SS1539'
 SS1539'THE STATION MARKS ARE STANDARD DISKS STAMPED FORD 1961.  THE
 SS1539'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE
 SS1539'POST PROJECTING 8 INCHES.  IT IS 27 FEET SOUTH OF A 5 FOOT
 SS1539'HIGH CAIRN, 84.5 FEET WEST OF A NORTH-SOUTH FENCE AND ABOUT
 SS1539'50 FEET SOUTH AND 2 FEET LOWER THAN THE HIGHEST POINT OF THE
 SS1539'HILL.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 SS1539'CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 SS1539'
 SS1539'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FORD NO 1 1961,
 SS1539'CEMENTED IN A DRILL HOLE IN AN 18 BY 24 INCH ROCK OUTCROP
 SS1539'PROJECTING 3 INCHES.  IT IS 129 FEET WEST OF THE FENCE, 58
 SS1539'FEET SOUTHWEST OF THE CAIRN AND ABOUT 2 FEET LOWER THAN THE
 SS1539'STATION.
 SS1539'
 SS1539'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FORD NO 2 1961,
 SS1539'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP PROJECTING
 SS1539'6 INCHES.  IT IS 101.5 FEET WEST OF THE FENCE, 30 FEET NORTHWEST
 SS1539'OF THE CAIRN AND AT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1045 ***********************************************************************
 SR1045  DESIGNATION -  FOREST
 SR1045  PID         -  SR1045
 SR1045  STATE/COUNTY-  MT/PHILLIPS
 SR1045  USGS QUAD   -  HANSON FLAT (1971)
 SR1045
 SR1045                         *CURRENT SURVEY CONTROL
 SR1045  ___________________________________________________________________
 SR1045* NAD 83(1992)-  47 35 33.07953(N)    108 20 25.78831(W)     ADJUSTED  
 SR1045* NAVD 88     -       817.93   (+/-2cm)    2683.5    (feet)  VERTCON   
 SR1045  ___________________________________________________________________
 SR1045  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 SR1045  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 SR1045
 SR1045  HORZ ORDER  -  THIRD
 SR1045  VERT ORDER  -  THIRD ? (See Below)
 SR1045
 SR1045.The horizontal coordinates were established by classical geodetic methods
 SR1045.and adjusted by the National Geodetic Survey in July 1992..
 SR1045
 SR1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1045.The vertical order pertains to the NGVD 29 superseded value.
 SR1045
 SR1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1045
 SR1045.The geoid height was determined by GEOID03.
 SR1045
 SR1045;                    North         East     Units Scale Factor Converg.
 SR1045;SPC MT       -   372,058.223   687,155.831   MT  0.99944385   +0 50 53.5
 SR1045;SPC MT       - 1,220,663.46  2,254,448.26   iFT  0.99944385   +0 50 53.5
 SR1045;UTM  12      - 5,274,439.763   699,937.743   MT  1.00009127   +1 57 51.6
 SR1045
 SR1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1045!SPC MT       -   0.99987418  x   0.99944385  =   0.99931810
 SR1045!UTM  12      -   0.99987418  x   1.00009127  =   0.99996544
 SR1045
 SR1045:                Primary Azimuth Mark                     Grid Az
 SR1045:SPC MT       -  FERGUS                                   198 46 42.6
 SR1045:UTM  12      -  FERGUS                                   197 39 44.5
 SR1045
 SR1045|---------------------------------------------------------------------|
 SR1045| PID    Reference Object                     Distance      Geod. Az  |
 SR1045|                                                           dddmmss.s |
 SR1045| SR1044 FERGUS                              APPROX. 3.8 KM 1993736.1 |
 SR1045|---------------------------------------------------------------------|
 SR1045
 SR1045                          SUPERSEDED SURVEY CONTROL
 SR1045
 SR1045  NAD 83(1986)-  47 35 33.07406(N)    108 20 25.77333(W) AD(       ) 3
 SR1045  NAD 27      -  47 35 33.08700(N)    108 20 23.31200(W) AD(       ) 3
 SR1045  NGVD 29 (07/19/86)  817.19   (m)         2681.1    (f) LEVELING    3  
 SR1045
 SR1045.Superseded values are not recommended for survey control.
 SR1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1045.See file dsdata.txt to determine how the superseded data were derived.
 SR1045
 SR1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT9993874440(NAD 83)
 SR1045_MARKER: P = PIPE CAP
 SR1045_SETTING: 0 = UNSPECIFIED SETTING
 SR1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1045
 SR1045  HISTORY     - Date     Condition        Report By
 SR1045  HISTORY     - 1937     MONUMENTED       USE
 SR1045
 SR1045                          STATION DESCRIPTION
 SR1045
 SR1045'DESCRIBED BY US ENGINEERS 1937
 SR1045'THE STATION IS IN PHILLIPS COUNTY ON THE LEFT BANK OF THE
 SR1045'MISSOURI RIVER AND ON THE SOUTHEAST END OF A PRONG OF THE DIVIDE
 SR1045'BETWEEN ROCK CREEK AND 7 MILE COULEE WHICH PRONG EXTENDS
 SR1045'SOUTHEAST TOWARDS THE MOUTH OF 7 MILE COULEE.  THE STATION
 SR1045'IS LOCATED NEAR THE MIDDLE OF THE SE 1/4 OF SECTION 11, T. 21
 SR1045'N., R. 26 E. AND ABOUT 3/4 MILE NORTHWEST OF A SHARP BEND IN
 SR1045'THE MISSOURI RIVER AND 2 MILES WEST OF THE MOUTH OF 7 MILE
 SR1045'COULEE OR 1-1/4 MILES SOUTHWEST OF 7 MILE COULEE AT ITS
 SR1045'NEAREST POINT.
 SR1045'
 SR1045'TO REACH THE STATION BY AUTOMOBILE PROCEED SOUTH FROM THE
 SR1045'HANSON RANCH ALONG THE OLD WILDER FERRY ROAD TO THE MANNING
 SR1045'HORSE CORRALS.  AT THIS POINT TURN LEFT ON ROAD AND CONTINUE
 SR1045'SOUTH AND SOUTHEAST TO CREST OF BENCH LAND NORTH OF MISSOURI
 SR1045'RIVER.  FROM HERE TAKE DIM ROAD TO RIGHT AND FOLLOW ALONG THE
 SR1045'EDGE OF BLUFFS TO STATION AT POINT WHERE ROAD STARTS DESCENT
 SR1045'INTO VALLEY.
 SR1045'
 SR1045'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP AND IS LOCATED
 SR1045'VERY NEAR THE 5 IN IRON PIPE SET BY THE M. R. C.
 SR1045'
 SR1045'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SR1045'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0577 ***********************************************************************
 SQ0577  DESIGNATION -  FORGEY
 SQ0577  PID         -  SQ0577
 SQ0577  STATE/COUNTY-  MT/PHILLIPS
 SQ0577  USGS QUAD   -  HERMAN POINT (1965)
 SQ0577
 SQ0577                         *CURRENT SURVEY CONTROL
 SQ0577  ___________________________________________________________________
 SQ0577* NAD 83(1992)-  47 38 55.51966(N)    107 40 21.92801(W)     ADJUSTED  
 SQ0577* NAVD 88     -       750.6    (meters)    2463.     (feet)  VERTCON   
 SQ0577  ___________________________________________________________________
 SQ0577  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 SQ0577  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SQ0577
 SQ0577  HORZ ORDER  -  SECOND
 SQ0577
 SQ0577.The horizontal coordinates were established by classical geodetic methods
 SQ0577.and adjusted by the National Geodetic Survey in July 1992..
 SQ0577
 SQ0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0577
 SQ0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0577
 SQ0577.The geoid height was determined by GEOID03.
 SQ0577
 SQ0577;                    North         East     Units Scale Factor Converg.
 SQ0577;SPC MT       -   379,262.202   737,194.247   MT  0.99945429   +1 20 11.9
 SQ0577;SPC MT       - 1,244,298.56  2,418,616.30   iFT  0.99945429   +1 20 11.9
 SQ0577;UTM  13      - 5,280,723.097   299,281.359   MT  1.00009511   -1 58 33.2
 SQ0577
 SQ0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0577!SPC MT       -   0.99988481  x   0.99945429  =   0.99933917
 SQ0577!UTM  13      -   0.99988481  x   1.00009511  =   0.99997991
 SQ0577
 SQ0577                          SUPERSEDED SURVEY CONTROL
 SQ0577
 SQ0577  NAD 83(1986)-  47 38 55.51417(N)    107 40 21.91264(W) AD(       ) 2
 SQ0577  NAD 27      -  47 38 55.50900(N)    107 40 19.53800(W) AD(       ) 2
 SQ0577  NGVD 29 (07/19/86)  749.9    (m)         2460.     (f) VERT ANG       
 SQ0577
 SQ0577.Superseded values are not recommended for survey control.
 SQ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0577.See file dsdata.txt to determine how the superseded data were derived.
 SQ0577
 SQ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9928180723(NAD 83)
 SQ0577
 SQ0577  HISTORY     - Date     Condition        Report By
 SQ0577  HISTORY     - UNK      MONUMENTED       DOD
 SQ0577  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SQ0577
 SQ0577                          STATION DESCRIPTION
 SQ0577
 SQ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0577'STATION MARK IS A 3-INCH IRON PIPE PROJECTING 18
 SQ0577'INCHES.  RECONNAISSANCE STATES THE MARK IS A USE MARK, BUT THERE
 SQ0577'IS NO CAP ON TOP OF THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0578 ***********************************************************************
 SQ0578  DESIGNATION -  FORGEY
 SQ0578  PID         -  SQ0578
 SQ0578  STATE/COUNTY-  MT/PHILLIPS
 SQ0578  USGS QUAD   -  HERMAN POINT (1965)
 SQ0578
 SQ0578                         *CURRENT SURVEY CONTROL
 SQ0578  ___________________________________________________________________
 SQ0578* NAD 83(1992)-  47 38 55.63496(N)    107 40 22.03245(W)     ADJUSTED  
 SQ0578* NAVD 88     -       750.0    (meters)    2461.     (feet)  VERTCON   
 SQ0578  ___________________________________________________________________
 SQ0578  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 SQ0578  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SQ0578
 SQ0578  HORZ ORDER  -  SECOND
 SQ0578
 SQ0578.The horizontal coordinates were established by classical geodetic methods
 SQ0578.and adjusted by the National Geodetic Survey in July 1992..
 SQ0578
 SQ0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0578
 SQ0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0578
 SQ0578.The geoid height was determined by GEOID03.
 SQ0578
 SQ0578;                    North         East     Units Scale Factor Converg.
 SQ0578;SPC MT       -   379,265.709   737,191.986   MT  0.99945429   +1 20 11.8
 SQ0578;SPC MT       - 1,244,310.07  2,418,608.88   iFT  0.99945429   +1 20 11.8
 SQ0578;UTM  13      - 5,280,726.731   299,279.303   MT  1.00009512   -1 58 33.3
 SQ0578
 SQ0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0578!SPC MT       -   0.99988491  x   0.99945429  =   0.99933926
 SQ0578!UTM  13      -   0.99988491  x   1.00009512  =   0.99998002
 SQ0578
 SQ0578|---------------------------------------------------------------------|
 SQ0578| PID    Reference Object                     Distance      Geod. Az  |
 SQ0578|                                                           dddmmss.s |
 SQ0578| CQ6545 FORGEY RM 1                           6.194 METERS 03819     |
 SQ0578| SQ0577 FORGEY                                4.175 METERS 14832     |
 SQ0578| SQ0378 S 38                                               2522307.6 |
 SQ0578|---------------------------------------------------------------------|
 SQ0578
 SQ0578                          SUPERSEDED SURVEY CONTROL
 SQ0578
 SQ0578  NAD 83(1986)-  47 38 55.62947(N)    107 40 22.01708(W) AD(       ) 2
 SQ0578  NAD 27      -  47 38 55.62400(N)    107 40 19.64200(W) AD(       ) 2
 SQ0578  NGVD 29 (07/19/86)  749.3    (m)         2458.     (f) VERT ANG       
 SQ0578
 SQ0578.Superseded values are not recommended for survey control.
 SQ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0578.See file dsdata.txt to determine how the superseded data were derived.
 SQ0578
 SQ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9927980727(NAD 83)
 SQ0578_MARKER: DD = SURVEY DISK
 SQ0578_SETTING: 0 = UNSPECIFIED SETTING
 SQ0578
 SQ0578  HISTORY     - Date     Condition        Report By
 SQ0578  HISTORY     - 1948     MONUMENTED       CGS
 SQ0578
 SQ0578                          STATION DESCRIPTION
 SQ0578
 SQ0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0578'THE STATION IS LOCATED ABOUT 45 MILES SOUTH OF MALTA, ON THE
 SQ0578'NORTH BANK OF THE MISSIOURI RIVER, AND ABOUT 1 MILE WEST OF THE
 SQ0578'MOUTH OF FOURCHETTE CREEK.
 SQ0578'
 SQ0578'TO REACH FROM THE RAILROAD DEPOT IN MALTA, GO EAST 0.25
 SQ0578'MILES TO A GRAVELED ROAD RIGHT, TURN RIGHT AND GO SOUTH 4.9
 SQ0578'MILES TO A ROAD FORK, TAKE RIGHT ROAD AND CONTINUE SOUTH ON
 SQ0578'GRAVELED ROAD 19.0 MILES TO A SMALL, STEEL BRIDGE, CONTINUE
 SQ0578'SOUTH 7.0 MILES TO A T-ROAD RIGHT AND A SIGN SUN PRAIRIE 9
 SQ0578'MILES.  CONTINUE SOUTH ON GRAVELED ROAD 3.9 MILES TO A
 SQ0578'T-INTERSECTION, TURN LEFT AND GO EAST 1.75 MILES TO A CATTLE
 SQ0578'GURAD, CONTINUE 0.55 MILE TO A CATTLE GUARD, CONTINUE 0.55
 SQ0578'MILE TO A CATTLE GURAD, CONTINUE 3.95 MILES TO A CROSSROAD,
 SQ0578'TURN RIGHT AND GO SOUTH 3.6 MILES TO A RANCHHOUSE ON THE LEFT,
 SQ0578'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 3.7 MILES TO A GATE,
 SQ0578'PASS THROUGH THE GATE, CONTINUE SOUTH 3.0 MILES TO FOURCHETTE
 SQ0578'CREEK, CROSS THE CREEK AND GO 1.6 MILES TO A FORK,
 SQ0578'TAKE LEFT ROAD AND GO 1.4 MILES TO A SMALL CREEK, TURN RIGHT
 SQ0578'AND GO 0.05 MILE, TURN LEFT AND FORD CREEK, GO 1.8
 SQ0578'MILE TO A FORK, TAKE LEFT ROAD AND GO 3.2 MILES TO THE
 SQ0578'AZIMUTH ON THE LEFT AS DESCRIBED.  FROM THIS POINT IT
 SQ0578'WILL BE NECESSARY TO PICK YOUR WAY EAST ACROSS THE GUMBO
 SQ0578'BUTTES TO THE STATION.  IT MAY BE POSSIBLE FOR A DUAL
 SQ0578'WHEELED TRUCK TO CROSS THE BUTTES IN DRY WEATHER.  IT IS A
 SQ0578'DISTANCE OF ABOUT 3 MILES.
 SQ0578'
 SQ0578'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK
 SQ0578'CEMENTED IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS
 SQ0578'6 INCHES, AND THE DISK IS STAMPED FORGEY 1948.
 SQ0578'
 SQ0578'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 SQ0578'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 8 INCHES,
 SQ0578'AND THE DISK IS STAMPED FORGEY NO 1 1948.
 SQ0578'
 SQ0578'REFERENCE MARK NO. 2 IS A 3-INCH IRON PIPE PROJECTING 18
 SQ0578'INCHES.  RECONNAISSANCE STATES THE MARK IS A USE MARK, BUT THERE
 SQ0578'IS NO CAP ON TOP OF THE PIPE.
 SQ0578'
 SQ0578'AZIMUTH MARK IS ABOUT 1 MILE FROM THE STATION, 30 FEET
 SQ0578'NORTH OF A TRACK ROAD, AND 3 FEET WEST OF A WITNESS POST.
 SQ0578'THE MARK IS A USC AND GS BENCH MARK SET IN THE TOP OF A
 SQ0578'12-INCH CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE
 SQ0578'DISK IS STAMPED S 38 1931.
 SQ0578'
 SQ0578'A 4-FOOT STAND WILL SEE STATIONS DEVIL (USE), AND ELK (MORC).
 SQ0578'
 SQ0578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0576 ***********************************************************************
 SQ0576  DESIGNATION -  FORGEY RESET
 SQ0576  PID         -  SQ0576
 SQ0576  STATE/COUNTY-  MT/PHILLIPS
 SQ0576  USGS QUAD   -  HERMAN POINT (1965)
 SQ0576
 SQ0576                         *CURRENT SURVEY CONTROL
 SQ0576  ___________________________________________________________________
 SQ0576* NAD 83(1992)-  47 39 18.58276(N)    107 39 47.41016(W)     ADJUSTED  
 SQ0576* NAVD 88     -       732.40   (+/-2cm)    2402.9    (feet)  VERTCON   
 SQ0576  ___________________________________________________________________
 SQ0576  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 SQ0576  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 SQ0576
 SQ0576  HORZ ORDER  -  THIRD
 SQ0576  VERT ORDER  -  THIRD ? (See Below)
 SQ0576
 SQ0576.The horizontal coordinates were established by classical geodetic methods
 SQ0576.and adjusted by the National Geodetic Survey in July 1992..
 SQ0576
 SQ0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0576.The vertical order pertains to the NGVD 29 superseded value.
 SQ0576
 SQ0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0576
 SQ0576.The geoid height was determined by GEOID03.
 SQ0576
 SQ0576;                    North         East     Units Scale Factor Converg.
 SQ0576;SPC MT       -   379,990.745   737,897.337   MT  0.99945554   +1 20 37.1
 SQ0576;SPC MT       - 1,246,688.80  2,420,923.02   iFT  0.99945554   +1 20 37.1
 SQ0576;UTM  13      - 5,281,410.234   300,025.846   MT  1.00009144   -1 58 08.4
 SQ0576
 SQ0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0576!SPC MT       -   0.99988767  x   0.99945554  =   0.99934327
 SQ0576!UTM  13      -   0.99988767  x   1.00009144  =   0.99997910
 SQ0576
 SQ0576:                Primary Azimuth Mark                     Grid Az
 SQ0576:SPC MT       -  HORN                                     191 25 55.9
 SQ0576:UTM  13      -  HORN                                     194 44 41.4
 SQ0576
 SQ0576|---------------------------------------------------------------------|
 SQ0576| PID    Reference Object                     Distance      Geod. Az  |
 SQ0576|                                                           dddmmss.s |
 SQ0576| SQ0573 HORN                                APPROX. 6.2 KM 1924633.0 |
 SQ0576|---------------------------------------------------------------------|
 SQ0576
 SQ0576                          SUPERSEDED SURVEY CONTROL
 SQ0576
 SQ0576  NAD 83(1986)-  47 39 18.57711(N)    107 39 47.39466(W) AD(       ) 3
 SQ0576  NAD 27      -  47 39 18.57400(N)    107 39 45.01900(W) AD(       ) 3
 SQ0576  NGVD 29 (07/19/86)  731.68   (m)         2400.5    (f) LEVELING    3  
 SQ0576
 SQ0576.Superseded values are not recommended for survey control.
 SQ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0576.See file dsdata.txt to determine how the superseded data were derived.
 SQ0576
 SQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN0002681410(NAD 83)
 SQ0576_MARKER: P = PIPE CAP
 SQ0576_SETTING: 0 = UNSPECIFIED SETTING
 SQ0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0576
 SQ0576  HISTORY     - Date     Condition        Report By
 SQ0576  HISTORY     - 1937     MONUMENTED       USE
 SQ0576  HISTORY     - 1948     GOOD             CGS
 SQ0576
 SQ0576                          STATION DESCRIPTION
 SQ0576
 SQ0576'DESCRIBED BY US ENGINEERS 1937
 SQ0576'THE STATION IS IN PHILLIPS COUNTY ON THE LEFT BANK OF THE
 SQ0576'MISSOURI RIVER AND NEAR THE CENTER OF SECTION 19, T. 22 N.,
 SQ0576'R. 32 E.  THE STATION IS ON A LOW BUT PROMINENT SHALE BUTTE
 SQ0576'ABOUT 2-7/8 MILES DUE WEST OF THE LEEDY POST OFFICE, 3/4
 SQ0576'MILE WEST OF THE MOUTH OF FOURCHETTE CREEK, AND 1/2 MILE
 SQ0576'NORTHWEST OF THE TIP OF FOURCHETTE POINT, THE FIRST HIGH POINT
 SQ0576'OF THE DIVIDE BETWEEN FOURCHETTE CREEK AND THE MISSOURI RIVER.
 SQ0576'
 SQ0576'TO REACH THE STATION DRIVE SOUTH FROM MALTA ABOUT 34 MILES
 SQ0576'THENCE SOUTH ALONG 7 MILES TO SUN PRAIRIE SCHOOL AND CROSSROADS.
 SQ0576'CONTINUE EAST FROM SCHOOL 3/4 MILE THENCE SOUTH 1 MILE AND
 SQ0576'EAST 2-3/4 MILES TO INTESECTION WITH UNIMPROVED TRAIL.  TURN
 SQ0576'RIGHT ON TRAIL AND PROCEED SOUTH ACROSS TELEGRAPH CREEK,
 SQ0576'THENCE SOUTH AND SOUTHEAST ACROSS BOX ELDER COULEE, THENCE
 SQ0576'SOUTH TO CREST OF DIVIDE OVERLOOKING MISSOURI RIVER.  CONTINUE
 SQ0576'DOWN THE GRADE INTO THE VALLEY.  IT WILL PROBABLY BE NECESSARY
 SQ0576'TO CONTINUE ON FOOT FROM THE BASE OF THE GRADE TO THE
 SQ0576'STATION AFTER THE FIRST FLOODING OF THE RESERVOIR.  THE
 SQ0576'STATION IS ABOUT 2-1/4 MILES SOUTHWEST OF THE BASE OF THE
 SQ0576'GRADE ON THE SHALE BUTTE ACROSS FOURCHETTE CREEK FROM
 SQ0576'ROAD.
 SQ0576'
 SQ0576'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0576'
 SQ0576'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0576
 SQ0576                          STATION RECOVERY (1948)
 SQ0576
 SQ0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 SQ0576'FORGEY IS ON THE LEFT BANK, ON A LOW PEAK, BETWEEN FOURCHETTE CREEK
 SQ0576'AND THE MISSOURI, ABOUT ONE-HALF MI. FROM THE RIVER.
 SQ0576'
 SQ0576'NOTE--THIS STATION IS IN THE SAME APPROXIMATE LOCATION AS STATION
 SQ0576'--FORGEY-- (MORC).  STATION --FORGEY-- (CGS 1948) IS LOCATED ABOUT
 SQ0576'1/2 MILE  SOUTHWEST OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0774 ***********************************************************************
 TH0774  DESIGNATION -  FORK
 TH0774  PID         -  TH0774
 TH0774  STATE/COUNTY-  MT/SHERIDAN
 TH0774  USGS QUAD   -  FOUR BUTTES NW (1973)
 TH0774
 TH0774                         *CURRENT SURVEY CONTROL
 TH0774  ___________________________________________________________________
 TH0774* NAD 83(1992)-  48 59 30.36779(N)    105 39 30.22437(W)     ADJUSTED  
 TH0774* NAVD 88     -       801.     (meters)    2628.     (feet)  SCALED    
 TH0774  ___________________________________________________________________
 TH0774  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 TH0774  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TH0774
 TH0774  HORZ ORDER  -  THIRD
 TH0774
 TH0774.The horizontal coordinates were established by classical geodetic methods
 TH0774.and adjusted by the National Geodetic Survey in July 1992..
 TH0774
 TH0774.The orthometric height was scaled from a topographic map.
 TH0774
 TH0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0774
 TH0774.The geoid height was determined by GEOID03.
 TH0774
 TH0774;                    North         East     Units Scale Factor Converg.
 TH0774;SPC MT       -   533,845.286   881,029.272   MT  0.99999494   +2 48 36.5
 TH0774;SPC MT       - 1,751,460.91  2,890,515.98   iFT  0.99999494   +2 48 36.5
 TH0774;UTM  13      - 5,426,749.593   451,835.490   MT  0.99962850   -0 29 48.6
 TH0774
 TH0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0774!SPC MT       -   0.99987716  x   0.99999494  =   0.99987210
 TH0774!UTM  13      -   0.99987716  x   0.99962850  =   0.99950570
 TH0774
 TH0774:                Primary Azimuth Mark                     Grid Az
 TH0774:SPC MT       -  BOUNDARY MON 530 CD US                   293 47 32.9
 TH0774:UTM  13      -  BOUNDARY MON 530 CD US                   297 05 58.0
 TH0774
 TH0774|---------------------------------------------------------------------|
 TH0774| PID    Reference Object                     Distance      Geod. Az  |
 TH0774|                                                           dddmmss.s |
 TH0774| TH0811 BOUNDARY MON 530 CD US              APPROX. 2.0 KM 2963609.4 |
 TH0774|---------------------------------------------------------------------|
 TH0774
 TH0774                          SUPERSEDED SURVEY CONTROL
 TH0774
 TH0774  NAD 83(1986)-  48 59 30.36805(N)    105 39 30.22371(W) AD(       ) 3
 TH0774
 TH0774.Superseded values are not recommended for survey control.
 TH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0774.See file dsdata.txt to determine how the superseded data were derived.
 TH0774
 TH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ5183526750(NAD 83)
 TH0774_MARKER: DD = SURVEY DISK
 TH0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0774+STABILITY: SURFACE MOTION
 TH0774
 TH0774  HISTORY     - Date     Condition        Report By
 TH0774  HISTORY     - 1911     MONUMENTED       IBC
 TH0774
 TH0774                          STATION DESCRIPTION
 TH0774
 TH0774'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0774'ABOUT THREE - FOURTHS MILE SOUTHWEST OF INTERNATIONAL BOUNDARY
 TH0774'MONUMENT 531, ON THE EAST SIDE OF THE VALLEY THAT CROSSES THE
 TH0774'INTERNATIONAL BOUNDARY MIDWAY BETWEEN MONUMENTS 530 AND 531.  THE
 TH0774'STATION IS ON THE MOST NORTHERN OF THREE LOW HILLS.
 TH0774'
 TH0774'STATION MARK--A BRONZE DISK SET IN A CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0462 ***********************************************************************
 TK0462  DESIGNATION -  FORKS
 TK0462  PID         -  TK0462
 TK0462  STATE/COUNTY-  MT/BLAINE
 TK0462  USGS QUAD   -  NORTH CHINOOK RESERVOIR (1984)
 TK0462
 TK0462                         *CURRENT SURVEY CONTROL
 TK0462  ___________________________________________________________________
 TK0462* NAD 83(1992)-  48 49 09.98330(N)    109 21 29.42540(W)     ADJUSTED  
 TK0462* NAVD 88     -       800.     (meters)    2625.     (feet)  SCALED    
 TK0462  ___________________________________________________________________
 TK0462  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TK0462  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TK0462
 TK0462  HORZ ORDER  -  FIRST
 TK0462
 TK0462.The horizontal coordinates were established by classical geodetic methods
 TK0462.and adjusted by the National Geodetic Survey in July 1992..
 TK0462
 TK0462.The orthometric height was scaled from a topographic map.
 TK0462
 TK0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0462
 TK0462.The geoid height was determined by GEOID03.
 TK0462
 TK0462;                    North         East     Units Scale Factor Converg.
 TK0462;SPC MT       -   507,798.329   610,414.034   MT  0.99989401   +0 06 13.5
 TK0462;SPC MT       - 1,666,005.02  2,002,670.72   iFT  0.99989401   +0 06 13.5
 TK0462;UTM  12      - 5,408,683.860   620,518.629   MT  0.99977844   +1 14 09.1
 TK0462
 TK0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0462!SPC MT       -   0.99987727  x   0.99989401  =   0.99977129
 TK0462!UTM  12      -   0.99987727  x   0.99977844  =   0.99965574
 TK0462
 TK0462:                Primary Azimuth Mark                     Grid Az
 TK0462:SPC MT       -  HAVRE SOUTH BASE                         253 12 27.2
 TK0462:UTM  12      -  HAVRE SOUTH BASE                         252 04 31.6
 TK0462
 TK0462|---------------------------------------------------------------------|
 TK0462| PID    Reference Object                     Distance      Geod. Az  |
 TK0462|                                                           dddmmss.s |
 TK0462| TK0503 HAVRE SOUTH BASE                    APPROX.17.7 KM 2531840.7 |
 TK0462| CQ6546 FORKS RM 1                          241.230 METERS 32119     |
 TK0462|---------------------------------------------------------------------|
 TK0462
 TK0462                          SUPERSEDED SURVEY CONTROL
 TK0462
 TK0462  NAD 83(1986)-  48 49 09.98652(N)    109 21 29.41529(W) AD(       ) 1
 TK0462  NAD 27      -  48 49 09.95800(N)    109 21 26.77500(W) AD(       ) 1
 TK0462
 TK0462.Superseded values are not recommended for survey control.
 TK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0462.See file dsdata.txt to determine how the superseded data were derived.
 TK0462
 TK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV2051908684(NAD 83)
 TK0462_MARKER: P = PIPE CAP
 TK0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0462+STABILITY: SURFACE MOTION
 TK0462
 TK0462  HISTORY     - Date     Condition        Report By
 TK0462  HISTORY     - 1908     MONUMENTED       USGS
 TK0462  HISTORY     - 1923     GOOD             CGS
 TK0462
 TK0462                          STATION DESCRIPTION
 TK0462
 TK0462'DESCRIBED BY US GEOLOGICAL SURVEY 1908 (JJM)
 TK0462'ABOUT 16 MILES NORTH AND 5-1/2 MILES WEST OF CHINOOK, MONTANA,
 TK0462'AND ABOUT ONE-HALF MILE WEST OF THE NORTH FORK OF MILK RIVER.
 TK0462'IT IS SW 1/4 SEC. 3, T. 35 N., R. 18 E., PRINCIPAL MERIDIAN.
 TK0462'IN A GRAIN FIELD ON A GENTLE SLOPE WHICH INCREASES IN ELEVATION
 TK0462'TO THE WESTWARD.
 TK0462'
 TK0462'STATION MARK--A STANDARD U.S.G.S. 3-INCH IRON PIPE WITH
 TK0462'BRONZE CAP SET IN A BLOCK OF CONCRETE.  A STANDARD U.S.C.
 TK0462'AND G.S. BRONZE-DISK REFERENCE MARK WITH THE ARROW POINTING
 TK0462'TOWARD THE STATION IS SET IN THE CENTER OF A SQUARE BLOCK
 TK0462'OF CONCRETE 241.23 METERS FROM THE STATION N 38
 TK0462'DEG 41 MIN W.
 TK0462
 TK0462                          STATION RECOVERY (1923)
 TK0462
 TK0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923
 TK0462'RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0559 ***********************************************************************
 RU0559  DESIGNATION -  FORSYTH ATT MICROWAVE
 RU0559  PID         -  RU0559
 RU0559  STATE/COUNTY-  MT/ROSEBUD
 RU0559  USGS QUAD   -  FORSYTH (1984)
 RU0559
 RU0559                         *CURRENT SURVEY CONTROL
 RU0559  ___________________________________________________________________
 RU0559* NAD 83(1992)-  46 20 16.92145(N)    106 41 49.78181(W)     ADJUSTED  
 RU0559* NAVD 88     -                                                        
 RU0559  ___________________________________________________________________
 RU0559  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 RU0559  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 RU0559
 RU0559  HORZ ORDER  -  THIRD
 RU0559
 RU0559.The horizontal coordinates were established by classical geodetic methods
 RU0559.and adjusted by the National Geodetic Survey in July 1992..
 RU0559
 RU0559
 RU0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0559
 RU0559.The geoid height was determined by GEOID03.
 RU0559
 RU0559;                    North         East     Units Scale Factor Converg.
 RU0559;SPC MT       -   235,891.787   815,628.900   MT  0.99946141   +2 03 01.0
 RU0559;SPC MT       -   773,923.19  2,675,947.83   iFT  0.99946141   +2 03 01.0
 RU0559;UTM  13      - 5,133,006.090   369,388.282   MT  0.99980970   -1 13 40.6
 RU0559
 RU0559                          SUPERSEDED SURVEY CONTROL
 RU0559
 RU0559  NAD 83(1986)-  46 20 16.91092(N)    106 41 49.75399(W) AD(       ) 4
 RU0559  NAD 27      -  46 20 16.93036(N)    106 41 47.62177(W) AD(       ) 3
 RU0559
 RU0559.Superseded values are not recommended for survey control.
 RU0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0559.See file dsdata.txt to determine how the superseded data were derived.
 RU0559
 RU0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM6938833006(NAD 83)
 RU0559_MARKER: 45 = MICROWAVE TOWER
 RU0559
 RU0559  HISTORY     - Date     Condition        Report By
 RU0559  HISTORY     - 1971     FIRST OBSERVED   USGS
 RU0559
 RU0559                          STATION DESCRIPTION
 RU0559
 RU0559'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 RU0559'THE STATION IS LOCATED DUE NORTH ABOUT 5 MILES AIRLINE FROM
 RU0559'FORSYTH, MONTANA, ON A HIGH POINT ABOUT 300 FEET EAST OF GRAVEL
 RU0559'ROAD, AND ABOUT 0.25 MILES NORTH OF ANOTHER ANTENNA.
 RU0559'
 RU0559'TO REACH FROM FORSYTH, GO 1.3 MILES NORTH ON U.S. HIGHWAY 12
 RU0559'TO GRAVEL ROAD RIGHT, GO 0.7 MILES NORTHEAST ON GRAVEL ROAD TO
 RU0559'GRAVEL ROAD FORK LEFT, GO 4.3 MILES NORTH ON GRAVEL ROAD LEFT TO
 RU0559'STATION SITE ON THE RIGHT.
 RU0559'
 RU0559'THE INTERSECTED POINT IS THE CLEARANCE LIGHT AT TOP OF A LARGE
 RU0559'SQUARE STEEL AT AND T MICROWAVE RELAY TOWER WITH FLAT REFLECTING
 RU0559'PLATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0367 ***********************************************************************
 QV0367  DESIGNATION -  FORT
 QV0367  PID         -  QV0367
 QV0367  STATE/COUNTY-  MT/BIG HORN
 QV0367  USGS QUAD   -  HARDIN (1980)
 QV0367
 QV0367                         *CURRENT SURVEY CONTROL
 QV0367  ___________________________________________________________________
 QV0367* NAD 83(1992)-  45 43 55.91332(N)    107 34 40.05832(W)     ADJUSTED  
 QV0367* NAVD 88     -       929.8    (meters)    3051.     (feet)  VERTCON   
 QV0367  ___________________________________________________________________
 QV0367  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 QV0367  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 QV0367
 QV0367  HORZ ORDER  -  THIRD
 QV0367
 QV0367.The horizontal coordinates were established by classical geodetic methods
 QV0367.and adjusted by the National Geodetic Survey in July 1992..
 QV0367
 QV0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0367
 QV0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0367
 QV0367.The geoid height was determined by GEOID03.
 QV0367
 QV0367;                    North         East     Units Scale Factor Converg.
 QV0367;SPC MT       -   166,559.491   749,548.185   MT  0.99963949   +1 24 22.0
 QV0367;SPC MT       -   546,455.02  2,459,147.59   iFT  0.99963949   +1 24 22.0
 QV0367;UTM  13      - 5,067,525.470   299,436.316   MT  1.00009457   -1 50 47.5
 QV0367
 QV0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0367!SPC MT       -   0.99985653  x   0.99963949  =   0.99949607
 QV0367!UTM  13      -   0.99985653  x   1.00009457  =   0.99995109
 QV0367
 QV0367:                Primary Azimuth Mark                     Grid Az
 QV0367:SPC MT       -  LH 3                                     095 46 07.5
 QV0367:UTM  13      -  LH 3                                     099 01 17.0
 QV0367
 QV0367|---------------------------------------------------------------------|
 QV0367| PID    Reference Object                     Distance      Geod. Az  |
 QV0367|                                                           dddmmss.s |
 QV0367| QV0311 LH 3                                APPROX. 6.2 KM 0971029.5 |
 QV0367|---------------------------------------------------------------------|
 QV0367
 QV0367                          SUPERSEDED SURVEY CONTROL
 QV0367
 QV0367  NAD 83(1986)-  45 43 55.91174(N)    107 34 40.04481(W) AD(       ) 3
 QV0367  NAD 27      -  45 43 56.00808(N)    107 34 37.71743(W) AD(       ) 3
 QV0367  NGVD 29 (07/19/86)  929.1    (m)         3048.     (f) VERT ANG       
 QV0367
 QV0367.Superseded values are not recommended for survey control.
 QV0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0367.See file dsdata.txt to determine how the superseded data were derived.
 QV0367
 QV0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL9943667525(NAD 83)
 QV0367_MARKER: P = PIPE CAP
 QV0367_SETTING: 0 = UNSPECIFIED SETTING
 QV0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0367
 QV0367  HISTORY     - Date     Condition        Report By
 QV0367  HISTORY     - 1950     MONUMENTED       BOR
 QV0367  HISTORY     - 1957     GOOD             USGS
 QV0367
 QV0367                          STATION DESCRIPTION
 QV0367
 QV0367'DESCRIBED BY US BUREAU OF RECLAMATION 1950
 QV0367'STATION IS LOCATED E.OF HARDIN-BIG HORN COUNTY COURTHOUSE- 1.5 MI.AIR
 QV0367'DISTANCE AND ABOUT 2200 FT. NW. OF THE COUNTRY CLUB BUILDING ON THE
 QV0367'EDGE OF THE BLUFF OVERLOOKING THE BIG HORN RIVER.  IT IS 111 FT. E.
 QV0367'OF B.L.M. BRASS CAP STAMPED ---TIS R33-34E. WC. MC.---.
 QV0367'
 QV0367'STATION MARK - U.S. BUREAU OF RECLAMATION BRASS CAP STAMPED ---FORT---
 QV0367'RIVETED TO TOP OF AN IRON PIPE.
 QV0367'
 QV0367'REFERENCE MARKS - NONE.
 QV0367
 QV0367                          STATION RECOVERY (1957)
 QV0367
 QV0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QV0367'BEGINNING AT U.S. POST OFFICE, HARDIN, MONTANA, TRAVEL E. 3
 QV0367'BLOCKS TO U.S. HIGHWAY 87, THENCE LEFT, FOLLOW HIGHWAY E. ACROSS
 QV0367'BIG HORN RIVER 1.6 MI. TO CROSSROADS, THENCE RIGHT, TRAVEL NW.
 QV0367'0.2 MI. TO STATION AT TOP RIVER BLUFF.
 QV0367'
 QV0367'RECOVERED AND REDESCRIBED AS FOLLOWS
 QV0367'
 QV0367'STATION IS LOCATED E. OF HARDIN (BIG HORN COUNTY COURTHOUSE) (1.5 MI.
 QV0367'AIRLINE DISTANCE) AND IS ABOUT 2200 FT. NW. OF THE COUNTRY
 QV0367'CLUB BUILDING AND IS ON THE EDGE OF THE BLUFF OVERLOOKING THE BIG
 QV0367'HORN RIVER.  IT IS 111 FT. E. OF B.L.M. BRASS CAP STAMPED---T
 QV0367'1 S R 33-34 E WC MC  24/19---.
 QV0367'
 QV0367'STATION MARK - - A USBR BRASS CAP STAMPED---FORT--- AND IS
 QV0367'RIVETED TO THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0545 ***********************************************************************
 SS0545  DESIGNATION -  FORT BENTON
 SS0545  PID         -  SS0545
 SS0545  STATE/COUNTY-  MT/CHOUTEAU
 SS0545  USGS QUAD   -  FORT BENTON (1954)
 SS0545
 SS0545                         *CURRENT SURVEY CONTROL
 SS0545  ___________________________________________________________________
 SS0545* NAD 83(1986)-  47 49 14.     (N)    110 39 52.     (W)     SCALED    
 SS0545* NAVD 88     -       802.744  (meters)    2633.67   (feet)  ADJUSTED  
 SS0545  ___________________________________________________________________
 SS0545  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 SS0545  DYNAMIC HT  -         802.764 (meters)    2633.73  (feet)  COMP
 SS0545  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 SS0545
 SS0545  VERT ORDER  -  SECOND    CLASS 0
 SS0545
 SS0545.The horizontal coordinates were scaled from a topographic map and have
 SS0545.an estimated accuracy of +/- 6 seconds.
 SS0545
 SS0545.The orthometric height was determined by differential leveling
 SS0545.and adjusted by the National Geodetic Survey in June 1991..
 SS0545
 SS0545.The geoid height was determined by GEOID03.
 SS0545
 SS0545.The dynamic height is computed by dividing the NAVD 88
 SS0545.geopotential number by the normal gravity value computed on the
 SS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0545.degrees latitude (g = 980.6199 gals.).
 SS0545
 SS0545.The modeled gravity was interpolated from observed gravity values.
 SS0545
 SS0545;                    North         East    Units  Estimated Accuracy
 SS0545;SPC MT       -   397,400.      512,850.      MT  (+/- 180 meters Scaled)
 SS0545
 SS0545                          SUPERSEDED SURVEY CONTROL
 SS0545
 SS0545  NGVD 29 (??/??/92)  801.901  (m)         2630.90   (f) ADJ UNCH    2 0
 SS0545
 SS0545.Superseded values are not recommended for survey control.
 SS0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0545.See file dsdata.txt to determine how the superseded data were derived.
 SS0545
 SS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT251964(NAD 83)
 SS0545_MARKER: DB = BENCH MARK DISK
 SS0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0545_SP_SET: SLAB
 SS0545_STAMPING: FORT BENTON 1934
 SS0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0545
 SS0545  HISTORY     - Date     Condition        Report By
 SS0545  HISTORY     - 1934     MONUMENTED       CGS
 SS0545  HISTORY     - 1967     GOOD             NGS
 SS0545
 SS0545                          STATION DESCRIPTION
 SS0545
 SS0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SS0545'IN FORT BENTON.
 SS0545'THE MARK IS A STANDARD BENCH MARK DISK STAMPED FORT BENTON 1934.  SET
 SS0545'IN THE SOUTHEAST CORNER OF A 7X12 FOOT CONCRETE SLAB WHICH SUPPORTS A
 SS0545'GRANITE BOULDER WITH A (FORT BENTON-FORT MACLEOD TRAIL) PLAQUE IN THE
 SS0545'CENTER OF CIRCULAR GRASSY AREA AT THE SOUTH SIDE OF THE PARK AND AT
 SS0545'THE NORTH END OF FRONT STREET IN FORT BENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1568 ***********************************************************************
 SS1568  DESIGNATION -  FORT BENTON
 SS1568  PID         -  SS1568
 SS1568  STATE/COUNTY-  MT/CHOUTEAU
 SS1568  USGS QUAD   -  FORT BENTON (1954)
 SS1568
 SS1568                         *CURRENT SURVEY CONTROL
 SS1568  ___________________________________________________________________
 SS1568* NAD 83(1992)-  47 48 49.37880(N)    110 42 06.35948(W)     ADJUSTED  
 SS1568* NAVD 88     -       902.53   (+/-2cm)    2961.1    (feet)  VERTCON   
 SS1568  ___________________________________________________________________
 SS1568  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 SS1568  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 SS1568
 SS1568  HORZ ORDER  -  SECOND
 SS1568  VERT ORDER  -  THIRD ? (See Below)
 SS1568
 SS1568.The horizontal coordinates were established by classical geodetic methods
 SS1568.and adjusted by the National Geodetic Survey in July 1992..
 SS1568
 SS1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1568.The vertical order pertains to the NGVD 29 superseded value.
 SS1568
 SS1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1568
 SS1568.The geoid height was determined by GEOID03.
 SS1568
 SS1568;                    North         East     Units Scale Factor Converg.
 SS1568;SPC MT       -   396,683.460   510,044.753   MT  0.99949052   -0 52 44.8
 SS1568;SPC MT       - 1,301,454.92  1,673,375.17   iFT  0.99949052   -0 52 44.8
 SS1568;UTM  12      - 5,295,638.962   522,326.837   MT  0.99960613   +0 13 15.5
 SS1568
 SS1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1568!SPC MT       -   0.99986088  x   0.99949052  =   0.99935147
 SS1568!UTM  12      -   0.99986088  x   0.99960613  =   0.99946707
 SS1568
 SS1568|---------------------------------------------------------------------|
 SS1568| PID    Reference Object                     Distance      Geod. Az  |
 SS1568|                                                           dddmmss.s |
 SS1568| CQ6549 FORT BENTON RM 2                      6.413 METERS 01106     |
 SS1568| SS1527 HIGHWOOD BALDY                      APPROX.41.7 KM 1723810.1 |
 SS1568| CQ6548 FORT BENTON RM 1                      7.690 METERS 27507     |
 SS1568| CQ6547 FORT BENTON AZ MK                                  3134507.3 |
 SS1568|---------------------------------------------------------------------|
 SS1568
 SS1568                          SUPERSEDED SURVEY CONTROL
 SS1568
 SS1568  NAD 83(1986)-  47 48 49.37514(N)    110 42 06.33809(W) AD(       ) 2
 SS1568  NAD 27      -  47 48 49.48600(N)    110 42 03.56100(W) AD(       ) 2
 SS1568  NGVD 29 (07/19/86)  901.68   (m)         2958.3    (f) LEVELING    3  
 SS1568
 SS1568.Superseded values are not recommended for survey control.
 SS1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1568.See file dsdata.txt to determine how the superseded data were derived.
 SS1568
 SS1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2232795639(NAD 83)
 SS1568_MARKER: DS = TRIANGULATION STATION DISK
 SS1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1568
 SS1568  HISTORY     - Date     Condition        Report By
 SS1568  HISTORY     - 1949     MONUMENTED       CGS
 SS1568
 SS1568                          STATION DESCRIPTION
 SS1568
 SS1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1568'STATION IS ABOUT 2 MILES WEST OF FORT BENTON, ON THE HIGHEST
 SS1568'POINT BETWEEN THE RIVER AND THE INTERSECTION OF U.S. HIGHWAY 87
 SS1568'AND THE ROAD LEADING INTO FORT BENTON, ABOUT 300 YARDS NORTH
 SS1568'OF THE RIVER, 12 FEET NORTHWEST OF A WITNESS POST.
 SS1568'
 SS1568'TO REACH FROM THE POST OFFICE IN FORT BENTON, GO NORTH FOR 0.3
 SS1568'MILE TO A T-INTERSECTION, TURN LEFT AND GO WEST FOR 1.65 MILES
 SS1568'TO TOP OF HILL AND THE JUNCTION WITH U.S. HIGHWAY 87 AND A TRACK
 SS1568'ROAD ON THE LEFT, TURN LEFT ON TRACK ROAD FOR ABOUT 20 YARDS
 SS1568'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH AND SOUTHEAST
 SS1568'FOR 0.35 MILE TO THE TOP OF THE HILL AND THE STATION.
 SS1568'
 SS1568'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 SS1568'FORT BENTON NO 1 1949.
 SS1568'
 SS1568'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SS1568'FORT BENTON NO 2 1949.
 SS1568'
 SS1568'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION,
 SS1568'69 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 87
 SS1568'AND 2.5 FEET EAST OF A SECTION LINE POST.  THE MARK PROJECTS
 SS1568'6 INCHES AND THE DISK IS STAMPED FORT BENTON 1949.
 SS1568'
 SS1568'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SS1568'CONCRETE POSTS.
 SS1568'
 SS1568'A 4-FOOT STAND AT FORT BENTON WILL SEE 4-FOOT STANDS AT TETON
 SS1568'(MO. R C), SKIT AND BENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0630 ***********************************************************************
 TH0630  DESIGNATION -  FORT KIPP CATH CH SPIRE
 TH0630  PID         -  TH0630
 TH0630  STATE/COUNTY-  MT/ROOSEVELT
 TH0630  USGS QUAD   -  FORT KIPP (1989)
 TH0630
 TH0630                         *CURRENT SURVEY CONTROL
 TH0630  ___________________________________________________________________
 TH0630* NAD 83(1992)-  48 09 14.47931(N)    104 43 04.38681(W)     ADJUSTED  
 TH0630* NAVD 88     -       622.     (meters)    2041.     (feet)  VERTCON   
 TH0630  ___________________________________________________________________
 TH0630  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 TH0630  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 TH0630
 TH0630  HORZ ORDER  -  THIRD
 TH0630
 TH0630.The horizontal coordinates were established by classical geodetic methods
 TH0630.and adjusted by the National Geodetic Survey in July 1992..
 TH0630
 TH0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0630
 TH0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0630
 TH0630.The geoid height was determined by GEOID03.
 TH0630
 TH0630;                    North         East     Units Scale Factor Converg.
 TH0630;SPC MT       -   444,668.276   955,437.315   MT  0.99959180   +3 29 53.3
 TH0630;SPC MT       - 1,458,885.42  3,134,636.86   iFT  0.99959180   +3 29 53.3
 TH0630;UTM  13      - 5,333,457.844   520,981.768   MT  0.99960541   +0 12 36.6
 TH0630
 TH0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0630!SPC MT       -   0.99990537  x   0.99959180  =   0.99949721
 TH0630!UTM  13      -   0.99990537  x   0.99960541  =   0.99951082
 TH0630
 TH0630                          SUPERSEDED SURVEY CONTROL
 TH0630
 TH0630  NAD 83(1986)-  48 09 14.47692(N)    104 43 04.38201(W) AD(       ) 4
 TH0630  NAD 27      -  48 09 14.40788(N)    104 43 02.51531(W) AD(       ) 3
 TH0630  NGVD 29 (07/19/86)  621.     (m)         2037.     (f) VERT ANG       
 TH0630
 TH0630.Superseded values are not recommended for survey control.
 TH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0630.See file dsdata.txt to determine how the superseded data were derived.
 TH0630
 TH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP2098233458(NAD 83)
 TH0630_MARKER: 90 = CHURCH SPIRE
 TH0630
 TH0630  HISTORY     - Date     Condition        Report By
 TH0630  HISTORY     - 1948     FIRST OBSERVED   CGS
 TH0630
 TH0630                          STATION DESCRIPTION
 TH0630
 TH0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0630'THIS IS AN INTERSECTION STATION.
 TH0630'
 TH0630'LOCATED ABOUT 11 MILES WEST OF CULBERTSON, AND 0.5 MILE NORTH OF
 TH0630'SETTLEMENT OF FORT KIPP.
 TH0630'
 TH0630'IT IS A WOODEN FRAME STRUCTURE PAINTED WHITE AND IS 9.40 METERS
 TH0630'HIGH.  THE POINT OBSERVED ON WAS THE BASE OF THE CROSS.
 TH0630'
 TH0630'TO REACH FROM THE JUNCTION OF U.S. HWY. 2 AND STATE HWY. 16 AT THE
 TH0630'SOUTH EDGE OF CULBERTSON, GO WEST ON U.S. 2 FOR 5.7 MILES TO THE
 TH0630'BRIDGE ACROSS BIG MUDDY CREEK, CONTINUE WEST 0.35 MILE, THEN LEFT
 TH0630'ON GRAVELED ROAD 1.4 MILES TO A T-INTERSECTION, TURN RIGHT,
 TH0630'WESTERLY, FOR 1.9 MILES TO TRIANGULATION STATION MUDDY ON THE
 TH0630'LEFT, CONTINUE WEST 1.9 MILES TO THE SETTLEMENT OF FORT KIPP AND
 TH0630'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0631 ***********************************************************************
 TH0631  DESIGNATION -  FORT KIPP PRESB CH SPIRE
 TH0631  PID         -  TH0631
 TH0631  STATE/COUNTY-  MT/ROOSEVELT
 TH0631  USGS QUAD   -  FORT KIPP (1989)
 TH0631
 TH0631                         *CURRENT SURVEY CONTROL
 TH0631  ___________________________________________________________________
 TH0631* NAD 83(1992)-  48 09 04.02635(N)    104 43 13.53462(W)     ADJUSTED  
 TH0631* NAVD 88     -       610.     (meters)    2001.     (feet)  VERTCON   
 TH0631  ___________________________________________________________________
 TH0631  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 TH0631  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 TH0631
 TH0631  HORZ ORDER  -  THIRD
 TH0631
 TH0631.The horizontal coordinates were established by classical geodetic methods
 TH0631.and adjusted by the National Geodetic Survey in July 1992..
 TH0631
 TH0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0631
 TH0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0631
 TH0631.The geoid height was determined by GEOID03.
 TH0631
 TH0631;                    North         East     Units Scale Factor Converg.
 TH0631;SPC MT       -   444,334.619   955,268.363   MT  0.99959078   +3 29 46.6
 TH0631;SPC MT       - 1,457,790.74  3,134,082.56   iFT  0.99959078   +3 29 46.6
 TH0631;UTM  13      - 5,333,134.423   520,793.954   MT  0.99960531   +0 12 29.7
 TH0631
 TH0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0631!SPC MT       -   0.99990725  x   0.99959078  =   0.99949807
 TH0631!UTM  13      -   0.99990725  x   0.99960531  =   0.99951260
 TH0631
 TH0631                          SUPERSEDED SURVEY CONTROL
 TH0631
 TH0631  NAD 83(1986)-  48 09 04.02396(N)    104 43 13.52984(W) AD(       ) 4
 TH0631  NAD 27      -  48 09 03.95515(N)    104 43 11.66266(W) AD(       ) 3
 TH0631  NGVD 29 (07/19/86)  609.     (m)         1998.     (f) VERT ANG       
 TH0631
 TH0631.Superseded values are not recommended for survey control.
 TH0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0631.See file dsdata.txt to determine how the superseded data were derived.
 TH0631
 TH0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP2079433134(NAD 83)
 TH0631_MARKER: 90 = CHURCH SPIRE
 TH0631
 TH0631  HISTORY     - Date     Condition        Report By
 TH0631  HISTORY     - 1948     FIRST OBSERVED   CGS
 TH0631
 TH0631                          STATION DESCRIPTION
 TH0631
 TH0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0631'THIS IS AN INTERSECTION STATION.
 TH0631'
 TH0631'LOCATED ABOUT 11 MILES WEST OF CULBERTSON, AND 0.25 MILE NORTH OF
 TH0631'SETTLEMENT OF FORT KIPP.
 TH0631'
 TH0631'IT IS A WOODEN FRAME STRUCTURE PAINTED WHITE AND IS 11.54 METERS
 TH0631'HIGH.  THE POINT OBSERVED ON WAS THE BASE OF THE POLE ON TOP OF THE
 TH0631'SPIRE.
 TH0631'
 TH0631'TO REACH FROM THE JUNCTION OF U.S. HWY. 2 AND STATE HWY. 16 AT THE
 TH0631'SOUTH EDGE OF CULBERTSON, GO WEST ON U.S. 2 FOR 5.7 MILES TO THE
 TH0631'BRIDGE ACROSS BIG MUDDY CREEK, CONTINUE WEST 0.35 MILE, THEN LEFT
 TH0631'ON GRAVELED ROAD 1.4 MILES TO A T-INTERSECTION, TURN RIGHT,
 TH0631'WESTERLY, FOR 1.9 MILES TO TRIANGULATION STATION MUDDY ON THE LEFT,
 TH0631'CONTINUE WEST 1.9 MILES TO THE SETTLEMENT OF FORT KIPP AND THE
 TH0631'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0501 ***********************************************************************
 SQ0501  DESIGNATION -  FORT PECK 2
 SQ0501  PID         -  SQ0501
 SQ0501  STATE/COUNTY-  MT/VALLEY
 SQ0501  USGS QUAD   -  SKUNK COULEE (1978)
 SQ0501
 SQ0501                         *CURRENT SURVEY CONTROL
 SQ0501  ___________________________________________________________________
 SQ0501* NAD 83(1992)-  47 59 50.50695(N)    106 30 25.19750(W)     ADJUSTED  
 SQ0501* NAVD 88     -       724.46   (+/-2cm)    2376.8    (feet)  VERTCON   
 SQ0501  ___________________________________________________________________
 SQ0501  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 SQ0501  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 SQ0501
 SQ0501  HORZ ORDER  -  FIRST
 SQ0501  VERT ORDER  -  THIRD ? (See Below)
 SQ0501
 SQ0501.The horizontal coordinates were established by classical geodetic methods
 SQ0501.and adjusted by the National Geodetic Survey in July 1992..
 SQ0501
 SQ0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0501.The vertical order pertains to the NGVD 29 superseded value.
 SQ0501
 SQ0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0501
 SQ0501.The geoid height was determined by GEOID03.
 SQ0501
 SQ0501;                    North         East     Units Scale Factor Converg.
 SQ0501;SPC MT       -   420,667.987   823,208.201   MT  0.99954072   +2 11 21.8
 SQ0501;SPC MT       - 1,380,144.31  2,700,814.31   iFT  0.99954072   +2 11 21.8
 SQ0501;UTM  13      - 5,317,105.906   387,580.237   MT  0.99975529   -1 07 12.0
 SQ0501
 SQ0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0501!SPC MT       -   0.99988910  x   0.99954072  =   0.99942987
 SQ0501!UTM  13      -   0.99988910  x   0.99975529  =   0.99964441
 SQ0501
 SQ0501:                Primary Azimuth Mark                     Grid Az
 SQ0501:SPC MT       -  FORT PECK USBR RAD MAST                  073 12 24.0
 SQ0501:UTM  13      -  FORT PECK USBR RAD MAST                  076 30 57.8
 SQ0501
 SQ0501|---------------------------------------------------------------------|
 SQ0501| PID    Reference Object                     Distance      Geod. Az  |
 SQ0501|                                                           dddmmss.s |
 SQ0501| TJ0602 FORT PECK USBR RAD MAST             APPROX.14.7 KM 0752345.8 |
 SQ0501| CQ6551 FORT PECK 2 RM 3                     19.688 METERS 08057     |
 SQ0501| SQ0482 FT PECK AET SHORTWAVE RAD MAST      APPROX. 0.5 KM 0975607.5 |
 SQ0501| SQ0500 FORT PECK 2 RM A                     25.385 METERS 12739     |
 SQ0501| CQ6552 FORT PECK 2 RM 4                     24.252 METERS 27740     |
 SQ0501| CQ6550 FORT PECK AZ MK                                    3020508.7 |
 SQ0501| SQ0448 FORT PECK                            78.232 METERS 35219     |
 SQ0501|---------------------------------------------------------------------|
 SQ0501
 SQ0501                          SUPERSEDED SURVEY CONTROL
 SQ0501
 SQ0501  NAD 83(1986)-  47 59 50.50486(N)    106 30 25.18791(W) AD(       ) 1
 SQ0501  NAD 27      -  47 59 50.44084(N)    106 30 23.04130(W) AD(       ) 1
 SQ0501  NGVD 29 (07/19/86)  723.83   (m)         2374.8    (f) LEVELING    3  
 SQ0501
 SQ0501.Superseded values are not recommended for survey control.
 SQ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0501.See file dsdata.txt to determine how the superseded data were derived.
 SQ0501
 SQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP8758017106(NAD 83)
 SQ0501_MARKER: DS = TRIANGULATION STATION DISK
 SQ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SQ0501
 SQ0501  HISTORY     - Date     Condition        Report By
 SQ0501  HISTORY     - 1967     MONUMENTED       CGS
 SQ0501  HISTORY     - 1976     GOOD             NGS
 SQ0501
 SQ0501                          STATION DESCRIPTION
 SQ0501
 SQ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SQ0501'THE STATION IS ABOUT 15 MILES SOUTH-SOUTHEAST OF GLASGOW, 12 MILES
 SQ0501'SOUTHWEST OF NASHUA, 3 MILES WEST-SOUTHWEST OF FORT PECK, 1 MILE
 SQ0501'NORTH OF THE FORT PECK RESERVOIR, AND ON U.S. GOVERMENT PROPERTY.
 SQ0501'
 SQ0501'TO REACH THE STATION FROM THE POST OFFICE IN FORT PECK, GO SOUTH AND
 SQ0501'WEST ON PAVED ROAD FOR 1.7 MILES TO STATE HIGHWAY 24.  CONTINUE WEST
 SQ0501'ON STATE HIGHWAY 24 FOR 0.65 MILE TO A SIDE ROAD AND CORPS OF
 SQ0501'ENGINEERS INFORMATION BUILDING ON THE LEFT.  TURN LEFT AND GO
 SQ0501'SOUTH ON PAVED ROAD FOR 0.2 MILE TO A FORK.  KEEP RIGHT AND GO SOUTH
 SQ0501'AND WEST ON GRAVELED ROAD FOR 0.3 MILE TO A FORK.  KEEP RIGHT AND
 SQ0501'GO WEST FOR THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE DIM
 SQ0501'TRACK ROAD FOR 0.25 MILE TO A FENCE AND THE STATION.
 SQ0501'
 SQ0501'THE STATION IS A STANDARD DISK STAMPED FORT PECK 2 1967, SET IN THE
 SQ0501'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE
 SQ0501'GROUND.  IT IS 11 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 SQ0501'ATTACHED AND A FENCE.
 SQ0501'
 SQ0501'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FORT PECK 2 NO 3 1967,
 SQ0501'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 2
 SQ0501'INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET EAST OF THE METAL
 SQ0501'WITNESS POST AND 1/2 FOOT SOUTH OF THE FENCE.
 SQ0501'
 SQ0501'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FORT PECK 2 NO 4 1967,
 SQ0501'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 2
 SQ0501'INCHES ABOVE THE GROUND SURFACE.  IT IS 78 FEET WEST OF THE
 SQ0501'METAL WITNESS POST AND 0.6 FEET SOUTH OF THE FENCE.
 SQ0501'
 SQ0501'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED FORT PECK
 SQ0501'AZIMUTH 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SQ0501'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET NORTH
 SQ0501'OF A FENCE, 40 FEET NORTH OF THE CENTER OF A SECTION LINE ROAD, AND
 SQ0501'1.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SQ0501'
 SQ0501'TO REACH THE AZIMUTH MARK FROM THE CORPS OF ENGINEERS INFORMATION
 SQ0501'BUILDING MENTIONED ABOVE, GO WEST AND NORTH OF STATE HIGHWAY 24 FOR
 SQ0501'0.2 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO SOUTH ON TRACK
 SQ0501'ROAD FOR 0.3 MILE TO A SECTION LINE ROAD.  TURN RIGHT AND GO WEST
 SQ0501'ON SECTION LINE ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 SQ0501
 SQ0501                          STATION RECOVERY (1976)
 SQ0501
 SQ0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 SQ0501'RECOVERED AS DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0500 ***********************************************************************
 SQ0500  DESIGNATION -  FORT PECK 2 RM A
 SQ0500  PID         -  SQ0500
 SQ0500  STATE/COUNTY-  MT/VALLEY
 SQ0500  USGS QUAD   -  SKUNK COULEE (1978)
 SQ0500
 SQ0500                         *CURRENT SURVEY CONTROL
 SQ0500  ___________________________________________________________________
 SQ0500* NAD 83(1992)-  47 59 50.00486(N)    106 30 24.22801(W)     ADJUSTED  
 SQ0500* NAVD 88     -       723.69   (+/-2cm)    2374.3    (feet)  VERTCON   
 SQ0500  ___________________________________________________________________
 SQ0500  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 SQ0500  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 SQ0500
 SQ0500  HORZ ORDER  -  FIRST
 SQ0500  VERT ORDER  -  THIRD ? (See Below)
 SQ0500
 SQ0500.The horizontal coordinates were established by classical geodetic methods
 SQ0500.and adjusted by the National Geodetic Survey in July 1992..
 SQ0500
 SQ0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0500.The vertical order pertains to the NGVD 29 superseded value.
 SQ0500
 SQ0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0500
 SQ0500.The geoid height was determined by GEOID03.
 SQ0500
 SQ0500;                    North         East     Units Scale Factor Converg.
 SQ0500;SPC MT       -   420,653.265   823,228.867   MT  0.99954068   +2 11 22.5
 SQ0500;SPC MT       - 1,380,096.01  2,700,882.11   iFT  0.99954068   +2 11 22.5
 SQ0500;UTM  13      - 5,317,090.012   387,600.023   MT  0.99975524   -1 07 11.2
 SQ0500
 SQ0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0500!SPC MT       -   0.99988922  x   0.99954068  =   0.99942995
 SQ0500!UTM  13      -   0.99988922  x   0.99975524  =   0.99964448
 SQ0500
 SQ0500:                Primary Azimuth Mark                     Grid Az
 SQ0500:SPC MT       -  FORT PECK USBR RAD MAST                  073 07 42.5
 SQ0500:UTM  13      -  FORT PECK USBR RAD MAST                  076 26 16.2
 SQ0500
 SQ0500|---------------------------------------------------------------------|
 SQ0500| PID    Reference Object                     Distance      Geod. Az  |
 SQ0500|                                                           dddmmss.s |
 SQ0500| TJ0602 FORT PECK USBR RAD MAST             APPROX.14.7 KM 0751905.0 |
 SQ0500| SQ0482 FT PECK AET SHORTWAVE RAD MAST      487.639 METERS 0962724.5 |
 SQ0500| SQ0501 FORT PECK 2                          25.385 METERS 30739     |
 SQ0500|---------------------------------------------------------------------|
 SQ0500
 SQ0500                          SUPERSEDED SURVEY CONTROL
 SQ0500
 SQ0500  NAD 83(1986)-  47 59 50.00277(N)    106 30 24.21841(W) AD(       ) 1
 SQ0500  NAD 27      -  47 59 49.93883(N)    106 30 22.07188(W) AD(       ) 1
 SQ0500  NGVD 29 (07/19/86)  723.06   (m)         2372.2    (f) LEVELING    3  
 SQ0500
 SQ0500.Superseded values are not recommended for survey control.
 SQ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0500.See file dsdata.txt to determine how the superseded data were derived.
 SQ0500
 SQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP8760017090(NAD 83)
 SQ0500_MARKER: DR = REFERENCE MARK DISK
 SQ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0500+STABILITY: SURFACE MOTION
 SQ0500
 SQ0500  HISTORY     - Date     Condition        Report By
 SQ0500  HISTORY     - 1967     MONUMENTED       CGS
 SQ0500
 SQ0500                          STATION DESCRIPTION
 SQ0500
 SQ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SQ0500'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHEAST OF GLASGOW, 12
 SQ0500'MILES SOUTHWEST OF NASHUA AND 3 MILES SOUTHWEST OF FORT PECK.
 SQ0500'
 SQ0500'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION STATION
 SQ0500'FORT PECK 2 1967.
 SQ0500'
 SQ0500'THE STATION MARK IS A STANDARD DISK, STAMPED FORT PECK 2 RM A 1967,
 SQ0500'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 SQ0500'WITH THE GROUND SURFACE.  IT IS 91.5 FEET SOUTHEAST OF A METAL
 SQ0500'WITNESS WITH SIGN ATTACHED AND 62 FEET SOUTH OF A WIRE FENCE.
 SQ0500'
 SQ0500'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FORT PECK 2
 SQ0500'1967.  NOTE DISTANCE BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0606 ***********************************************************************
 TJ0606  DESIGNATION -  FORT PECK POWER PLANT APEX
 TJ0606  PID         -  TJ0606
 TJ0606  STATE/COUNTY-  MT/MCCONE
 TJ0606  USGS QUAD   -  FORT PECK (1972)
 TJ0606
 TJ0606                         *CURRENT SURVEY CONTROL
 TJ0606  ___________________________________________________________________
 TJ0606* NAD 83(1992)-  48 00 45.42243(N)    106 24 40.52848(W)     ADJUSTED  
 TJ0606* NAVD 88     -       713.     (meters)    2339.     (feet)  VERTCON   
 TJ0606  ___________________________________________________________________
 TJ0606  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TJ0606  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0606
 TJ0606  HORZ ORDER  -  THIRD
 TJ0606
 TJ0606.The horizontal coordinates were established by classical geodetic methods
 TJ0606.and adjusted by the National Geodetic Survey in July 1992..
 TJ0606
 TJ0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0606
 TJ0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0606
 TJ0606.The geoid height was determined by GEOID03.
 TJ0606
 TJ0606;                    North         East     Units Scale Factor Converg.
 TJ0606;SPC MT       -   422,639.225   830,277.799   MT  0.99954536   +2 15 33.9
 TJ0606;SPC MT       - 1,386,611.63  2,724,008.53   iFT  0.99954536   +2 15 33.9
 TJ0606;UTM  13      - 5,318,666.118   394,753.282   MT  0.99973611   -1 02 56.7
 TJ0606
 TJ0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0606!SPC MT       -   0.99989096  x   0.99954536  =   0.99943637
 TJ0606!UTM  13      -   0.99989096  x   0.99973611  =   0.99962710
 TJ0606
 TJ0606                          SUPERSEDED SURVEY CONTROL
 TJ0606
 TJ0606  NAD 83(1986)-  48 00 45.42117(N)    106 24 40.51949(W) AD(       ) 4
 TJ0606  NAD 27      -  48 00 45.35804(N)    106 24 38.39417(W) AD(       ) 3
 TJ0606  NGVD 29 (07/19/86)  712.     (m)         2336.     (f) VERT ANG       
 TJ0606
 TJ0606.Superseded values are not recommended for survey control.
 TJ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0606.See file dsdata.txt to determine how the superseded data were derived.
 TJ0606
 TJ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP9475318666(NAD 83)
 TJ0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TJ0606+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 TJ0606
 TJ0606  HISTORY     - Date     Condition        Report By
 TJ0606  HISTORY     - 1948     FIRST OBSERVED   CGS
 TJ0606  HISTORY     - 20060909 GOOD             GEOCAC
 TJ0606
 TJ0606                          STATION DESCRIPTION
 TJ0606
 TJ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0606'THIS IS A INTERSECTION STATION.
 TJ0606'
 TJ0606'THE STATION IS 2 MILES NORTHEAST OF FORT PECK.
 TJ0606'
 TJ0606'IT IS A GREY CONCRETE STRUCTURE WITH A RED TILE ROOF.  IT IS 269.38
 TJ0606'FEET HIGH.  (HEIGHT OBTAINED FROM THE UNITED STATES ARMY ENGINEERS.)
 TJ0606'
 TJ0606'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 TJ0606
 TJ0606                          STATION RECOVERY (2006)
 TJ0606
 TJ0606'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 TJ0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0602 ***********************************************************************
 TJ0602  DESIGNATION -  FORT PECK USBR RAD MAST
 TJ0602  PID         -  TJ0602
 TJ0602  STATE/COUNTY-  MT/MCCONE
 TJ0602  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0602
 TJ0602                         *CURRENT SURVEY CONTROL
 TJ0602  ___________________________________________________________________
 TJ0602* NAD 83(1992)-  48 01 50.15795(N)    106 18 57.29333(W)     ADJUSTED  
 TJ0602* NAVD 88     -                                                        
 TJ0602  ___________________________________________________________________
 TJ0602  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 TJ0602  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0602
 TJ0602  HORZ ORDER  -  THIRD
 TJ0602
 TJ0602.The horizontal coordinates were established by classical geodetic methods
 TJ0602.and adjusted by the National Geodetic Survey in July 1992..
 TJ0602
 TJ0602
 TJ0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0602
 TJ0602.The geoid height was determined by GEOID03.
 TJ0602
 TJ0602;                    North         East     Units Scale Factor Converg.
 TJ0602;SPC MT       -   424,920.744   837,300.920   MT  0.99955092   +2 19 45.0
 TJ0602;SPC MT       - 1,394,096.93  2,747,050.26   iFT  0.99955092   +2 19 45.0
 TJ0602;UTM  13      - 5,320,538.903   401,897.634   MT  0.99971826   -0 58 42.5
 TJ0602
 TJ0602                          SUPERSEDED SURVEY CONTROL
 TJ0602
 TJ0602  NAD 83(1986)-  48 01 50.15738(N)    106 18 57.28453(W) AD(       ) 4
 TJ0602  NAD 27      -  48 01 50.09465(N)    106 18 55.17379(W) AD(       ) 3
 TJ0602
 TJ0602.Superseded values are not recommended for survey control.
 TJ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0602.See file dsdata.txt to determine how the superseded data were derived.
 TJ0602
 TJ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP0189820539(NAD 83)
 TJ0602_MARKER: 42 = RADIO/TV MAST
 TJ0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TJ0602+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 TJ0602
 TJ0602  HISTORY     - Date     Condition        Report By
 TJ0602  HISTORY     - 1967     FIRST OBSERVED   CGS
 TJ0602  HISTORY     - 20060909 GOOD             GEOCAC
 TJ0602
 TJ0602                          STATION DESCRIPTION
 TJ0602
 TJ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TJ0602'THE STATION IS THE TOP-CENTER OF THE MAST.  IT IS ABOUT 3 MILES
 TJ0602'EAST-NORTHEAST OF FORT PECK ON THE HIGHEST PART OF A HIGH,
 TJ0602'PROMINENT HILL THAT OVERLOOKS THE MISSOURI RIVER TO THE NORTH.
 TJ0602'THE MAST IS OWNED AND OPERATED BY THE U.S. BUREAU OF RECLAMATION.
 TJ0602'IT IS TRIANGULAR IN CROSS SECTION, PAINTED ALTERNATELY RED AND
 TJ0602'WHITE WITH AN OVERALL HEIGHT OF 140 FEET.
 TJ0602
 TJ0602                          STATION RECOVERY (2006)
 TJ0602
 TJ0602'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 TJ0602'THE STATION IS THE WESTERN-MOST OF A GROUP OF SIX MASTS IN CLOSE
 TJ0602'PROXIMITY ON THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0519 ***********************************************************************
 TN0519  DESIGNATION -  FORTINE AZ MK
 TN0519  PID         -  TN0519
 TN0519  STATE/COUNTY-  MT/LINCOLN
 TN0519  USGS QUAD   -  FORTINE (1983)
 TN0519
 TN0519                         *CURRENT SURVEY CONTROL
 TN0519  ___________________________________________________________________
 TN0519* NAD 83(1986)-  48 45 38.     (N)    114 53 24.     (W)     SCALED    
 TN0519* NAVD 88     -       908.390  (meters)    2980.28   (feet)  ADJUSTED  
 TN0519  ___________________________________________________________________
 TN0519  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 TN0519  DYNAMIC HT  -         908.421 (meters)    2980.38  (feet)  COMP
 TN0519  MODELED GRAV-     980,614.9   (mgal)                       NAVD 88
 TN0519
 TN0519  VERT ORDER  -  FIRST     CLASS II
 TN0519
 TN0519.The horizontal coordinates were scaled from a topographic map and have
 TN0519.an estimated accuracy of +/- 6 seconds.
 TN0519
 TN0519.The orthometric height was determined by differential leveling
 TN0519.and adjusted by the National Geodetic Survey in June 1991..
 TN0519
 TN0519.The geoid height was determined by GEOID03.
 TN0519
 TN0519.The dynamic height is computed by dividing the NAVD 88
 TN0519.geopotential number by the normal gravity value computed on the
 TN0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0519.degrees latitude (g = 980.6199 gals.).
 TN0519
 TN0519.The modeled gravity was interpolated from observed gravity values.
 TN0519
 TN0519;                    North         East    Units  Estimated Accuracy
 TN0519;SPC MT       -   514,870.      204,080.      MT  (+/- 180 meters Scaled)
 TN0519
 TN0519                          SUPERSEDED SURVEY CONTROL
 TN0519
 TN0519.No superseded survey control is available for this station.
 TN0519
 TN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ550029(NAD 83)
 TN0519_MARKER: DZ = AZIMUTH MARK DISK
 TN0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0519_SP_SET: CONCRETE POST
 TN0519_STAMPING: FORTINE 1960
 TN0519_PROJECTION: PROJECTING 10 CENTIMETERS
 TN0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0519+STABILITY: SURFACE MOTION
 TN0519
 TN0519  HISTORY     - Date     Condition        Report By
 TN0519  HISTORY     - 1960     MONUMENTED       CGS
 TN0519  HISTORY     - 1979     GOOD             NGS
 TN0519
 TN0519                          STATION DESCRIPTION
 TN0519
 TN0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0519'12.0 MI SE FROM EUREKA.
 TN0519'12.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0519'EUREKA, 0.1 MILE SOUTHEAST OF THE JUNCTION OF DEEP CREEK ROAD,
 TN0519'84 FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING TO THE
 TN0519'KSANKA LUMBER COMPANY, 25 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 TN0519'93 AND 2 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE.
 TN0519'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 TN0519'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0521 ***********************************************************************
 TN0521  DESIGNATION -  FORTINE RM 1
 TN0521  PID         -  TN0521
 TN0521  STATE/COUNTY-  MT/LINCOLN
 TN0521  USGS QUAD   -  FORTINE (1983)
 TN0521
 TN0521                         *CURRENT SURVEY CONTROL
 TN0521  ___________________________________________________________________
 TN0521* NAD 83(1992)-  48 45 45.06973(N)    114 53 40.20524(W)     ADJUSTED  
 TN0521* NAVD 88     -       904.015  (meters)    2965.92   (feet)  ADJUSTED  
 TN0521  ___________________________________________________________________
 TN0521  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 TN0521  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TN0521  DYNAMIC HT  -         904.046 (meters)    2966.02  (feet)  COMP
 TN0521  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 TN0521
 TN0521  HORZ ORDER  -  THIRD
 TN0521  VERT ORDER  -  FIRST     CLASS II
 TN0521
 TN0521.The horizontal coordinates were established by classical geodetic methods
 TN0521.and adjusted by the National Geodetic Survey in December 2001..
 TN0521
 TN0521.The orthometric height was determined by differential leveling
 TN0521.and adjusted by the National Geodetic Survey in June 1991..
 TN0521
 TN0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0521
 TN0521.The geoid height was determined by GEOID03.
 TN0521
 TN0521.The dynamic height is computed by dividing the NAVD 88
 TN0521.geopotential number by the normal gravity value computed on the
 TN0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0521.degrees latitude (g = 980.6199 gals.).
 TN0521
 TN0521.The modeled gravity was interpolated from observed gravity values.
 TN0521
 TN0521;                    North         East     Units Scale Factor Converg.
 TN0521;SPC MT       -   515,109.879   203,769.308   MT  0.99986273   -3 56 46.0
 TN0521;SPC MT       - 1,689,993.04    668,534.48   iFT  0.99986273   -3 56 46.0
 TN0521;UTM  11      - 5,403,195.044   654,727.785   MT  0.99989413   +1 35 01.0
 TN0521
 TN0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0521!SPC MT       -   0.99986080  x   0.99986273  =   0.99972355
 TN0521!UTM  11      -   0.99986080  x   0.99989413  =   0.99975495
 TN0521
 TN0521                          SUPERSEDED SURVEY CONTROL
 TN0521
 TN0521  NAVD 88 (12/21/01)  904.01   (m)         2965.9    (f) LEVELING    3  
 TN0521
 TN0521.Superseded values are not recommended for survey control.
 TN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0521.See file dsdata.txt to determine how the superseded data were derived.
 TN0521
 TN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ5472803195(NAD 83)
 TN0521_MARKER: DR = REFERENCE MARK DISK
 TN0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0521_SP_SET: CONCRETE POST
 TN0521_STAMPING: FORTINE NO 1 1960
 TN0521_PROJECTION: PROJECTING 15 CENTIMETERS
 TN0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0521+STABILITY: SURFACE MOTION
 TN0521
 TN0521  HISTORY     - Date     Condition        Report By
 TN0521  HISTORY     - 1960     MONUMENTED       CGS
 TN0521  HISTORY     - 1979     GOOD             NGS
 TN0521
 TN0521                          STATION DESCRIPTION
 TN0521
 TN0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0521'11.8 MI SE FROM EUREKA.
 TN0521'11.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0521'EUREKA, 0.05 MILE NORTHWEST OF THE JUNCTION OF DEEP CREEK ROAD, 62
 TN0521'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 30 FEET
 TN0521'NORTHWEST OF STATION FORTINE.
 TN0521'THE MARK IS 30 FT  NW FROM A WITNESS POST.
 TN0521'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0522 ***********************************************************************
 TN0522  DESIGNATION -  FORTINE RM 2
 TN0522  PID         -  TN0522
 TN0522  STATE/COUNTY-  MT/LINCOLN
 TN0522  USGS QUAD   -  FORTINE (1983)
 TN0522
 TN0522                         *CURRENT SURVEY CONTROL
 TN0522  ___________________________________________________________________
 TN0522* NAD 83(1992)-  48 45 45.70357(N)    114 53 39.07246(W)     ADJUSTED  
 TN0522* NAVD 88     -       903.640  (meters)    2964.69   (feet)  ADJUSTED  
 TN0522  ___________________________________________________________________
 TN0522  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 TN0522  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TN0522  DYNAMIC HT  -         903.671 (meters)    2964.79  (feet)  COMP
 TN0522  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 TN0522
 TN0522  HORZ ORDER  -  THIRD
 TN0522  VERT ORDER  -  FIRST     CLASS II
 TN0522
 TN0522.The horizontal coordinates were established by classical geodetic methods
 TN0522.and adjusted by the National Geodetic Survey in December 2001..
 TN0522
 TN0522.The orthometric height was determined by differential leveling
 TN0522.and adjusted by the National Geodetic Survey in June 1991..
 TN0522
 TN0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0522
 TN0522.The geoid height was determined by GEOID03.
 TN0522
 TN0522.The dynamic height is computed by dividing the NAVD 88
 TN0522.geopotential number by the normal gravity value computed on the
 TN0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0522.degrees latitude (g = 980.6199 gals.).
 TN0522
 TN0522.The modeled gravity was interpolated from observed gravity values.
 TN0522
 TN0522;                    North         East     Units Scale Factor Converg.
 TN0522;SPC MT       -   515,127.818   203,793.731   MT  0.99986282   -3 56 45.1
 TN0522;SPC MT       - 1,690,051.90    668,614.60   iFT  0.99986282   -3 56 45.1
 TN0522;UTM  11      - 5,403,215.253   654,750.366   MT  0.99989421   +1 35 01.9
 TN0522
 TN0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0522!SPC MT       -   0.99986086  x   0.99986282  =   0.99972370
 TN0522!UTM  11      -   0.99986086  x   0.99989421  =   0.99975509
 TN0522
 TN0522                          SUPERSEDED SURVEY CONTROL
 TN0522
 TN0522  NAVD 88 (12/21/01)  903.64   (m)         2964.7    (f) LEVELING    3  
 TN0522
 TN0522.Superseded values are not recommended for survey control.
 TN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0522.See file dsdata.txt to determine how the superseded data were derived.
 TN0522
 TN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ5475003215(NAD 83)
 TN0522_MARKER: DR = REFERENCE MARK DISK
 TN0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0522_SP_SET: CONCRETE POST
 TN0522_STAMPING: FORTINE NO 2 1960
 TN0522_PROJECTION: FLUSH
 TN0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0522+STABILITY: SURFACE MOTION
 TN0522
 TN0522  HISTORY     - Date     Condition        Report By
 TN0522  HISTORY     - 1960     MONUMENTED       CGS
 TN0522  HISTORY     - 1979     GOOD             NGS
 TN0522
 TN0522                          STATION DESCRIPTION
 TN0522
 TN0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0522'11.8 MI SE FROM EUREKA.
 TN0522'11.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0522'EUREKA, 0.05 MILE NORTHWEST OF THE JUNCTION OF DEEP CREEK ROAD, 35
 TN0522'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 93, 46 FEET SOUTHEAST
 TN0522'OF THE CENTERLINE OF A GRAVEL DRIVE ENTRANCE AND 9 FEET SOUTHWEST
 TN0522'OF THE CENTERLINE OF A GRAVEL ROAD.
 TN0522'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1194 ***********************************************************************
 SR1194  DESIGNATION -  FORTRESS
 SR1194  PID         -  SR1194
 SR1194  STATE/COUNTY-  MT/PHILLIPS
 SR1194  USGS QUAD   -  GRAND ISLAND (1954)
 SR1194
 SR1194                         *CURRENT SURVEY CONTROL
 SR1194  ___________________________________________________________________
 SR1194* NAD 83(1992)-  47 44 36.95339(N)    108 51 16.97931(W)     ADJUSTED  
 SR1194* NAVD 88     -       939.     (meters)    3081.     (feet)  SCALED    
 SR1194  ___________________________________________________________________
 SR1194  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 SR1194  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 SR1194
 SR1194  HORZ ORDER  -  THIRD
 SR1194
 SR1194.The horizontal coordinates were established by classical geodetic methods
 SR1194.and adjusted by the National Geodetic Survey in July 1992..
 SR1194
 SR1194.The orthometric height was scaled from a topographic map.
 SR1194
 SR1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1194
 SR1194.The geoid height was determined by GEOID03.
 SR1194
 SR1194;                    North         East     Units Scale Factor Converg.
 SR1194;SPC MT       -   388,400.460   648,366.638   MT  0.99947409   +0 28 19.3
 SR1194;SPC MT       - 1,274,279.72  2,127,187.13   iFT  0.99947409   +0 28 19.3
 SR1194;UTM  12      - 5,290,031.684   660,816.294   MT  0.99991781   +1 35 17.4
 SR1194
 SR1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1194!SPC MT       -   0.99985523  x   0.99947409  =   0.99932940
 SR1194!UTM  12      -   0.99985523  x   0.99991781  =   0.99977305
 SR1194
 SR1194                          SUPERSEDED SURVEY CONTROL
 SR1194
 SR1194  NAD 83(1986)-  47 44 36.94982(N)    108 51 16.96275(W) AD(       ) 3
 SR1194
 SR1194.Superseded values are not recommended for survey control.
 SR1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1194.See file dsdata.txt to determine how the superseded data were derived.
 SR1194
 SR1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT6081690032(NAD 83)
 SR1194_MARKER: DS = TRIANGULATION STATION DISK
 SR1194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1194_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1194
 SR1194  HISTORY     - Date     Condition        Report By
 SR1194  HISTORY     - 1889     MONUMENTED       MORC
 SR1194  HISTORY     - 1953     GOOD             USGS
 SR1194
 SR1194                          STATION DESCRIPTION
 SR1194
 SR1194'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SR1194'FOLLOWING DESCRIPTION BY USGS, 1953 MORC
 SR1194'
 SR1194'STATION IS LOCATED ABOUT 42.6 HIGHWAY MI. NE. OF WINIFRED ON THE
 SR1194'HIGHEST POINT OF THE HIGHEST RIDGE IN THAT VICINITY.
 SR1194'
 SR1194'TO REACH FROM THE LIGHT POLE, IN THE CENTER OF THE MAIN STREET
 SR1194'INTERSECTION IN WINIFRED, GO E. PASSING THE GRAIN ELEVATOR FOR 2.0
 SR1194'MI. TO A SIDE RD., TURN RIGHT AND FOLLOW THE MAIN TRAVELED RD. FOR
 SR1194'14.7 MI. TO A FORK, TAKE LEFT FORK AND FOLLOW MAIN TRAVELED RD. FOR
 SR1194'15.7 MI. TO THE POWER PLANT FERRY AT THE MISSOURI RIVER, CROSS ON
 SR1194'TOLL FERRY AND FOLLOW MAIN RD. FOR 7.5 MI. TO A DIM TRACK RD. ENTERING
 SR1194'ON RIGHT SIDE, TURN RIGHT ON TRACK RD. AND FOLLOW IT FOR 2.7 MI. TO
 SR1194'THE HIGHEST RIDGE IN THE VICINITY AND STATION.  THE LAST MI. REQUIRES
 SR1194'A VEHICLE WITH 4-WHEEL DRIVE.
 SR1194'
 SR1194'STATION OCCUPIED BY USGS FOR PHOTO IDENTIFICATION ONLY.
 SR1194'
 SR1194'STATION MARK--STANDARD MORC STATION MARK BOLTED ON TOP OF A 5 IN. IRON
 SR1194'PIPE, PROJECTING 2.0 FT. ABOVE GROUND.
 SR1194'
 SR1194'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0364 ***********************************************************************
 QV0364  DESIGNATION -  FOSTER
 QV0364  PID         -  QV0364
 QV0364  STATE/COUNTY-  MT/BIG HORN
 QV0364  USGS QUAD   -  LEMON RANCH (1960)
 QV0364
 QV0364                         *CURRENT SURVEY CONTROL
 QV0364  ___________________________________________________________________
 QV0364* NAD 83(1992)-  45 59 10.63609(N)    107 39 40.57208(W)     ADJUSTED  
 QV0364* NAVD 88     -      1138.27   (+/-2cm)    3734.5    (feet)  VERTCON   
 QV0364  ___________________________________________________________________
 QV0364  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 QV0364  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 QV0364
 QV0364  HORZ ORDER  -  FIRST
 QV0364  VERT ORDER  -  THIRD ? (See Below)
 QV0364
 QV0364.The horizontal coordinates were established by classical geodetic methods
 QV0364.and adjusted by the National Geodetic Survey in July 1992..
 QV0364
 QV0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0364.The vertical order pertains to the NGVD 29 superseded value.
 QV0364
 QV0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0364
 QV0364.The geoid height was determined by GEOID03.
 QV0364
 QV0364;                    North         East     Units Scale Factor Converg.
 QV0364;SPC MT       -   194,626.024   742,392.291   MT  0.99955148   +1 20 42.1
 QV0364;SPC MT       -   638,536.82  2,435,670.25   iFT  0.99955148   +1 20 42.1
 QV0364;UTM  13      - 5,095,967.772   293,883.266   MT  1.00012230   -1 54 52.5
 QV0364
 QV0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0364!SPC MT       -   0.99982388  x   0.99955148  =   0.99937543
 QV0364!UTM  13      -   0.99982388  x   1.00012230  =   0.99994615
 QV0364
 QV0364|---------------------------------------------------------------------|
 QV0364| PID    Reference Object                     Distance      Geod. Az  |
 QV0364|                                                           dddmmss.s |
 QV0364| CQ6554 FOSTER RM 1                          38.112 METERS 01306     |
 QV0364| CQ6553 FOSTER AZ MK                                       0574023.1 |
 QV0364| CQ6555 FOSTER RM 2                          22.673 METERS 25318     |
 QV0364| CQ6556 FOSTER RM 3 AZIMUTH                                2975603.1 |
 QV0364|---------------------------------------------------------------------|
 QV0364
 QV0364                          SUPERSEDED SURVEY CONTROL
 QV0364
 QV0364  NAD 83(1986)-  45 59 10.63163(N)    107 39 40.55067(W) AD(       ) 1
 QV0364  NAD 27      -  45 59 10.66766(N)    107 39 38.26437(W) AD(       ) 1
 QV0364  NGVD 29 (07/19/86) 1137.55   (m)         3732.1    (f) LEVELING    3  
 QV0364
 QV0364.Superseded values are not recommended for survey control.
 QV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0364.See file dsdata.txt to determine how the superseded data were derived.
 QV0364
 QV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL9388395968(NAD 83)
 QV0364_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QV0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0364
 QV0364  HISTORY     - Date     Condition        Report By
 QV0364  HISTORY     - 1934     MONUMENTED       CGS
 QV0364  HISTORY     - 1950     GOOD             USGS
 QV0364  HISTORY     - 1957     GOOD             USGS
 QV0364  HISTORY     - 1972     GOOD             NGS
 QV0364
 QV0364                          STATION DESCRIPTION
 QV0364
 QV0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0364'THE STATION IS 19 MILES NORTH OF HARDIN, 11 MILES SOUTH-SOUTHWEST
 QV0364'OF CUSTER, AND 5-1/2 MILES WEST OF THE BIG HORN RIVER.  IT IS
 QV0364'ABOUT 150 YARDS FROM THE EXTREME EAST END OF A NARROW TIMBERED
 QV0364'RIDGE THAT EXTENDS OUT FROM THE LONG RIDGE KNOWN AS PINE RIDGE,
 QV0364'WHICH IS A DIVIDE BETWEEN THE YELLOWSTONE RIVER AND THE BIG
 QV0364'HORN RIVER.  SURFACE MARK DESCRIBED.
 QV0364'
 QV0364'REFERENCE MARK NO. 1, IS NORTH-NORTHEAST OF THE STATION.
 QV0364'
 QV0364'REFERENCE MARK NO. 2, IS SOUTHWEST OF THE STATION.
 QV0364'
 QV0364'AZIMUTH MARK, IS EAST-NORTHEAST OF THE STATION
 QV0364'AND 3/10 MILE EAST-SOUTHEAST OF AN ABANDONED COAL MINE.  IT IS
 QV0364'17 FEET WEST OF A FENCE LINE, SUPPOSEDLY A SECTION-LINE
 QV0364'FENCE AND 17 FEET NORTH OF A TRACK ROAD LEADING TO THE MINE.
 QV0364'
 QV0364'THE STATION MAY BE REACHED FROM HARDIN BY DRIVING NORTH ON THE
 QV0364'MAIN GRADED ROAD TOWARDS CUSTER 16.65 MILES TO WHERE THERE IS
 QV0364'A LARGE YELLOW ROUND-ROOFED BARN ON THE LEFT SIDE OF THE ROAD.
 QV0364'CONTINUE NORTH 1.1 MILES, LEAVE MAIN ROAD, TURN LEFT AND
 QV0364'PASS THROUGH GATE.  GO 0.1 MILE TO OLD LOG CABIN, PASS CABIN
 QV0364'AND KEEPING TO MAIN-TRAVELED TRACKS UP CANYON GO 1.9 MILES
 QV0364'TO GATE IN FENCE AT HEAD, CONTINUE 0.15 MILE TO FORK, TAKE THE
 QV0364'LEFT FORK AND GO 2.3 MILES TO OLD LOG CABIN AT ABANDONED MINE.
 QV0364'GO SOUTHWEST FROM HERE, UP GULCH, 0.9 MILE TO HEAD OF GULCH
 QV0364'AT TOP OF DIVIDE.  TURN LEFT OFF TRACKS AND GO EAST ALONG
 QV0364'TOP OF FIRST TIMBERED-RIDGE 0.7 MILE TO STATION.
 QV0364'
 QV0364'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QV0364
 QV0364                          STATION RECOVERY (1950)
 QV0364
 QV0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QV0364'STATION MARK - - STANDARD USC AND GS DISK SET IN CONCRETE.
 QV0364
 QV0364                          STATION RECOVERY (1957)
 QV0364
 QV0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QV0364'STATION AND REFERENCE MARKS FOUND IN GOOD
 QV0364'CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.
 QV0364'
 QV0364'STATION MARK - NGS STANDARD DISK STAMPED ---FOSTER 1934---.
 QV0364'
 QV0364'REFERENCE MARKS - NONE.
 QV0364
 QV0364                          STATION RECOVERY (1972)
 QV0364
 QV0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 QV0364'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 QV0364'IN GOOD CONDITION.  THE OLD REFERENCE MARK 3 WAS NOT RECOVERED
 QV0364'AND A NEW REFERENCE MARK 3 WAS ESTABLISHED.  ANGLES AND DISTANCES
 QV0364'TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.  A
 QV0364'NEW ROUTE WAS TAKEN TO THE STATION SO A COMPLETE DESCRIPTION
 QV0364'FOLLOWS--
 QV0364'
 QV0364'THE STATION IS LOCATED 18 MILES NORTH OF HARDIN, 15 MILES EAST
 QV0364'OF POMPEYS PILLAR, 11 MILES SOUTH-SOUTHWEST OF CUSTER AND 5.5
 QV0364'MILES WEST OF THE BIG HORN RIVER.  IT IS ABOUT 150 FEET WEST
 QV0364'OF THE EAST EDGE DROP-OFF OF A NARROW TIMBERED RIDGE EXTENDING
 QV0364'EAST INTO THE BIG HORN RIVER VALLEY, AND ON THE PROPERTY OF MRS.
 QV0364'JENET LEMON WHO CAN BE REACHED AT PHONE NUMBER 665-1710 IN
 QV0364'HARDIN.
 QV0364'
 QV0364'TO REACH THE STATION FROM THE POST OFFICE IN CUSTER GO EAST ON
 QV0364'U.S. HIGHWAY 10 AND 312 FOR 2.4 MILES TO STATE HIGHWAY 47 ON
 QV0364'THE RIGHT.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 47 FOR 7.6
 QV0364'MILES TO A MAIL BOX AND RANCH ROAD OF FLOYD KEMPH ON THE LEFT.
 QV0364'(SECURE PERMISSION TO CROSS KEMPH LAND AT THE RANCH HOUSE 1
 QV0364'MILE EAST.) CONTINUE SOUTH ON STATE HIGHWAY 47 FOR 0.85 MILE
 QV0364'TO A GRAVELED SIDE ROAD ON THE RIGHT AT MILE POST 21.  TURN
 QV0364'RIGHT, CROSS CATTLEGUARD, AND GO WESTERLY ON WINDING ROAD 6.2
 QV0364'MILES TO BOARD GATE SOUTH OF WHITE HOUSE.  PASS THROUGH
 QV0364'GATE AND CLIMB 0.7 MILE ON BLADED ROAD TO FORK AT TOP OF RIDGE.
 QV0364'LEAVE MAIN ROAD TAKE LEFT FORK AND GO SOUTH ON TRACK ROAD
 QV0364'0.4 MILE TO FORK.  TAKE RIGHT FORK AROUND WEST SIDE OF
 QV0364'GRAVEL PIT AND CONTINUE SOUTHERLY 0.2 MILE TO DIM FORK.  KEEP
 QV0364'RIGHT FORK AND CONTINUE SOUTH ON TRACKS 0.1 MILE TO GATE IN FENCE
 QV0364'LINE ON RIGHT.  PASS THROUGH GATE AND CONTINUE SOUTH ON TRACKS
 QV0364'0.1 MILE TO DIM FORK.  (TURN LEFT AND GO EAST 0.2 MILE ON
 QV0364'GRASSY RIDGE TO R.M. 3.) CONTINUE SOUTH ON TRACKS 0.5 MILE TO
 QV0364'SHARP REVERSE FORK.  TURN SHARP LEFT AND GO NORTHEAST 0.1
 QV0364'MILE TO DIM FORK AND CATTLE FEEDER ON LEFT.  KEEP RIGHT
 QV0364'FORK AND GO EAST ON TRACK ROAD ON CREST.
 QV0364'
 QV0364'THE STATION MARK IS A STANDARD DISK STAMPED FOSTER 1934 CEMENTED
 QV0364'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 QV0364'6 INCHES ABOVE GROUND.  IT IS 39 INCHES EAST OF A METAL
 QV0364'WITNESS POST WITH SIGN.
 QV0364'
 QV0364'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FOSTER NO 1 1934
 QV0364'CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 QV0364'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 127 FEET NORTH OF THE
 QV0364'METAL WITNESS POST AT THE STATION AND AT THE SAME ELEVATION
 QV0364'AS THE STATION.
 QV0364'
 QV0364'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FOSTER NO 2
 QV0364'1934 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 QV0364'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 71 FEET WEST-SOUTHWEST
 QV0364'OF THE WITNESS POST AT THE STATION, 29.2 FEET SOUTH-SOUTHEAST OF
 QV0364'A 20-INCH PINE TREE, AND AT THE SAME ELEVATION AS THE STATION.
 QV0364'
 QV0364'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FOSTER NO 3 1934
 QV0364'1972 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 QV0364'MONUMENT PROJECTING 6 INCHES ABOVE GROUND.  IT IS 2.3 FEET
 QV0364'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 QV0364'
 QV0364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 QV0364'SOUTH-SOUTHWEST OF CUSTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0596 ***********************************************************************
 TL0596  DESIGNATION -  FOUR
 TL0596  PID         -  TL0596
 TL0596  STATE/COUNTY-  MT/TOOLE
 TL0596  USGS QUAD   -  ANTELOPE COULEE NW (1986)
 TL0596
 TL0596                         *CURRENT SURVEY CONTROL
 TL0596  ___________________________________________________________________
 TL0596* NAD 83(1992)-  48 38 54.57174(N)    111 44 23.42446(W)     ADJUSTED  
 TL0596* NAVD 88     -      1075.     (meters)    3527.     (feet)  SCALED    
 TL0596  ___________________________________________________________________
 TL0596  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 TL0596  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 TL0596
 TL0596  HORZ ORDER  -  THIRD
 TL0596
 TL0596.The horizontal coordinates were established by classical geodetic methods
 TL0596.and adjusted by the National Geodetic Survey in July 1992..
 TL0596
 TL0596.The orthometric height was scaled from a topographic map.
 TL0596
 TL0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0596
 TL0596.The geoid height was determined by GEOID03.
 TL0596
 TL0596;                    North         East     Units Scale Factor Converg.
 TL0596;SPC MT       -   491,140.828   435,011.653   MT  0.99980313   -1 38 18.4
 TL0596;SPC MT       - 1,611,354.42  1,427,203.59   iFT  0.99980313   -1 38 18.4
 TL0596;UTM  12      - 5,388,645.632   445,506.643   MT  0.99963648   -0 33 19.4
 TL0596
 TL0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0596!SPC MT       -   0.99983385  x   0.99980313  =   0.99963701
 TL0596!UTM  12      -   0.99983385  x   0.99963648  =   0.99947039
 TL0596
 TL0596:                Primary Azimuth Mark                     Grid Az
 TL0596:SPC MT       -  PIONEER                                  357 53 50.4
 TL0596:UTM  12      -  PIONEER                                  356 48 51.4
 TL0596
 TL0596|---------------------------------------------------------------------|
 TL0596| PID    Reference Object                     Distance      Geod. Az  |
 TL0596|                                                           dddmmss.s |
 TL0596| TL0597 PIONEER                             APPROX. 4.6 KM 3561532.0 |
 TL0596|---------------------------------------------------------------------|
 TL0596
 TL0596                          SUPERSEDED SURVEY CONTROL
 TL0596
 TL0596  NAD 83(1986)-  48 38 54.57318(N)    111 44 23.41599(W) AD(       ) 3
 TL0596  NAD 27      -  48 38 54.62376(N)    111 44 20.34898(W) AD(       ) 3
 TL0596
 TL0596.Superseded values are not recommended for survey control.
 TL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0596.See file dsdata.txt to determine how the superseded data were derived.
 TL0596
 TL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU4550788646(NAD 83)
 TL0596_MARKER: DD = SURVEY DISK
 TL0596_SETTING: 80 = SET IN A BOULDER
 TL0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0596+STABILITY: SURFACE MOTION
 TL0596
 TL0596  HISTORY     - Date     Condition        Report By
 TL0596  HISTORY     - 1938     MONUMENTED       USGS
 TL0596
 TL0596                          STATION DESCRIPTION
 TL0596
 TL0596'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 TL0596'LOCATED IN NE. 1/4 SECTION 4, T 33 N, R 1 W.
 TL0596'
 TL0596'TO REACH FROM SHELBY, TAKE GRADED RD. PAST SHELBY COUNTRY CLUB TO
 TL0596'CORNER SECTIONS 13, 18, 19, AND 24, T 33 N, R 1-2 W, TURN E. ON RD.
 TL0596'PAST RANCH HOUSE, THEN NE. ACROSS FIELD TO CORNER SECTIONS 8, 9, 16,
 TL0596'AND 17, THEN 1.0 MI., GO NE. ACROSS FIELD TO HIGH POINT ALONG FENCE,
 TL0596'THROUGH FENCE.  STATION IS ABOUT 700 FT. E. OF FENCE, ON LAND OWNED
 TL0596'BY C. W. SEWARD OF DUNKIRK.
 TL0596'
 TL0596'STATION MARK--STANDARD TABLET, CEMENTED IN LIMESTONE BOULDER, STAMPED
 TL0596'---FOUR 1938---.
 TL0596'
 TL0596'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, CEMENTED IN
 TL0596'LIGHT-COLORED GRANITE BOULDER, 326.75 FT. FROM STATION,
 TL0596'N 68 DEG 07 MIN E.
 TL0596'
 TL0596'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, CEMENTED IN
 TL0596'LIMESTONE BOULDER, 149.00 FT. FROM STATION, S 02 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0568 ***********************************************************************
 TL0568  DESIGNATION -  FOWLER
 TL0568  PID         -  TL0568
 TL0568  STATE/COUNTY-  MT/PONDERA
 TL0568  USGS QUAD   -  CONRAD BUTTE (1967)
 TL0568
 TL0568                         *CURRENT SURVEY CONTROL
 TL0568  ___________________________________________________________________
 TL0568* NAD 83(1992)-  48 17 55.05499(N)    111 41 46.34148(W)     ADJUSTED  
 TL0568* NAVD 88     -      1128.6    (meters)    3703.     (feet)  VERTCON   
 TL0568  ___________________________________________________________________
 TL0568  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 TL0568  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 TL0568
 TL0568  HORZ ORDER  -  FIRST
 TL0568
 TL0568.The horizontal coordinates were established by classical geodetic methods
 TL0568.and adjusted by the National Geodetic Survey in July 1992..
 TL0568
 TL0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0568
 TL0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0568
 TL0568.The geoid height was determined by GEOID03.
 TL0568
 TL0568;                    North         East     Units Scale Factor Converg.
 TL0568;SPC MT       -   452,171.037   437,134.509   MT  0.99964571   -1 36 23.5
 TL0568;SPC MT       - 1,483,500.78  1,434,168.34   iFT  0.99964571   -1 36 23.5
 TL0568;UTM  12      - 5,349,726.394   448,366.736   MT  0.99963276   -0 31 11.3
 TL0568
 TL0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0568!SPC MT       -   0.99982542  x   0.99964571  =   0.99947119
 TL0568!UTM  12      -   0.99982542  x   0.99963276  =   0.99945824
 TL0568
 TL0568|---------------------------------------------------------------------|
 TL0568| PID    Reference Object                     Distance      Geod. Az  |
 TL0568|                                                           dddmmss.s |
 TL0568| TL0569 CONRAD BUTTE                         22.604 METERS 06304     |
 TL0568| CN3550 FOWLER AZ MK                                       1463618.8 |
 TL0568| TL0576 MOUNTAIN STS TT CO MICROWAVE        APPROX.15.7 KM 2021017.3 |
 TL0568| CN3551 FOWLER RM 1                           9.214 METERS 21746     |
 TL0568| CN3552 FOWLER RM 2                           9.003 METERS 31611     |
 TL0568|---------------------------------------------------------------------|
 TL0568
 TL0568                          SUPERSEDED SURVEY CONTROL
 TL0568
 TL0568  NAD 83(1986)-  48 17 55.05560(N)    111 41 46.33415(W) AD(       ) 1
 TL0568  NAD 27      -  48 17 55.12463(N)    111 41 43.30013(W) AD(       ) 1
 TL0568  NGVD 29 (07/19/86) 1127.6    (m)         3699.     (f) VERT ANG       
 TL0568
 TL0568.Superseded values are not recommended for survey control.
 TL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0568.See file dsdata.txt to determine how the superseded data were derived.
 TL0568
 TL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU4836749726(NAD 83)
 TL0568_MARKER: DS = TRIANGULATION STATION DISK
 TL0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0568
 TL0568  HISTORY     - Date     Condition        Report By
 TL0568  HISTORY     - 1964     MONUMENTED       CGS
 TL0568  HISTORY     - 1967     SEE DESCRIPTION  USGS
 TL0568  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TL0568
 TL0568                          STATION DESCRIPTION
 TL0568
 TL0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0568'THE STATION IS ABOUT 16 MILES SOUTH-SOUTHEAST OF SHELBY, 15
 TL0568'1/2 MILES SOUTHWEST OF DEVON AND 14-1/2 MILES NORTHEAST OF
 TL0568'CONRAD, ON TOP OF CONRAD BUTTE.
 TL0568'
 TL0568'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 91
 TL0568'AT THE WEST EDGE OF SHELBY, GO SOUTH ON HIGHWAY 91 FOR 15.7
 TL0568'MILES TO THE JUNCTION WITH STATE HIGHWAY 216.  CONTINUE SOUTH
 TL0568'ON HIGHWAY 91 FOR 3.05 MILES TO A GRAVELED SIDE ROAD LEFT AND
 TL0568'A SIGN TIBER STATE PARK.  TURN LEFT AND GO EAST ON GRAVELED ROAD
 TL0568'FOR 5.9 MILES TO A RAILROAD CROSSING AT SOME ELEVATORS.
 TL0568'CONTINUE EAST ON GRAVELED ROAD FOR 6.2 MILES TO A CROSSROAD.
 TL0568'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.25 MILES TO THE
 TL0568'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON GRAVELED
 TL0568'ROAD FOR 0.15 MILE TO A CROSSROAD.  CONTINUE NORTH FOR 0.5
 TL0568'MILE TO A FIELD ROAD LEFT.  TURN LEFT AND GO WEST ON FIELD
 TL0568'ROAD FOR 0.4 MILE TO THE TOP OF THE BUTTE AND THE STATION.
 TL0568'
 TL0568'STATION MARK IS A STANDARD DISK, STAMPED FOWLER 1964, SET
 TL0568'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 TL0568'INCHES.  IT IS 7.7 FEET SOUTH OF A WITNESS POST.
 TL0568'
 TL0568'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOWLER NO 1 1964,
 TL0568'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TL0568'2 INCHES.  IT IS 37 FEET SOUTH-SOUTHWEST OF THE WITNESS POST
 TL0568'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TL0568'
 TL0568'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOWLER NO 2 1964,
 TL0568'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TL0568'2 INCHES.  IT IS 25 FEET NORTHWEST OF THE WITNESS POST AND ABOUT
 TL0568'2 FEET LOWER THAN THE STATION.
 TL0568'
 TL0568'CONRAD BUTTE (USGS) IS A BRONZE DISK, STAMPED CONRAD BUTTE
 TL0568'1934, CEMENTED IN A DRILL HOLE IN A 1 X 1-1/2 FOOT BOULDER
 TL0568'PROJECTING 3 INCHES.  IT IS NEAR THE EAST EDGE OF A SMALL
 TL0568'BLUFF AND ABOUT 4 FEET HIGHER THAN THE STATION.
 TL0568'
 TL0568'AZIMUTH MARK IS A STANDARD DISK, STAMPED FOWLER 1964, SET IN
 TL0568'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.
 TL0568'IT IS 22 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 3
 TL0568'FEET NORTH OF A SQUARE FENCE POST AND 2.6 FEET SOUTH OF A
 TL0568'WITNESS POST.
 TL0568
 TL0568                          STATION RECOVERY (1967)
 TL0568
 TL0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0568'STATION DESTROYED.
 TL0568'
 TL0568'THERE HAS BEEN A GRAVEL PIT ESTABLISHED IN THIS POSITION.
 TL0568'TWO CONCRETE POSTS WITH THE CAPS REMOVED ARE LYING ON THE EDGE
 TL0568'OF THE GRAVEL PIT.  THE AZIMUTH MARK IS STILL IN POSITION AND
 TL0568'UNDISTURBED.
 TL0568'
 TL0568'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 TL0568'SSE OF SHELBY.
 TL0568
 TL0568                          STATION RECOVERY (1969)
 TL0568
 TL0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 TL0568'THE STATION HAS BEEN DESTROYED.  ALL THREE OF THE CONCRETE
 TL0568'POSTS WERE FOUND WITH THE DISKS REMOVED, LAYING AT DIFFERENT
 TL0568'PLACES ON THE SIDE OF THE HILL.  THE TOP OF THE HILL IS NOW
 TL0568'A GRAVEL PIT, WHICH APPARENTLY EXPLAINS THE DESTRUCTION OF
 TL0568'THE STATION.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION,
 TL0568'BUT SINCE IT IS NO LONGER OF ANY VALUE, THE DISK AND WITNESS
 TL0568'POST WERE REMOVED.
 TL0568'
 TL0568'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 TL0568'SOUTH-SOUTHEAST OF SHELBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0619 ***********************************************************************
 QW0619  DESIGNATION -  FOX
 QW0619  PID         -  QW0619
 QW0619  STATE/COUNTY-  MT/PARK
 QW0619  USGS QUAD   -  COOKE CITY (1991)
 QW0619
 QW0619                         *CURRENT SURVEY CONTROL
 QW0619  ___________________________________________________________________
 QW0619* NAD 83(1993)-  45 07 16.95051(N)    109 55 48.26164(W)     ADJUSTED  
 QW0619* NAVD 88     -      3429.3    (meters)   11251.     (feet)  VERTCON   
 QW0619  ___________________________________________________________________
 QW0619  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 QW0619  GEOID HEIGHT-          -7.48  (meters)                     GEOID03
 QW0619
 QW0619  HORZ ORDER  -  THIRD
 QW0619
 QW0619.The horizontal coordinates were established by classical geodetic methods
 QW0619.and adjusted by the National Geodetic Survey in January 1997..
 QW0619
 QW0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0619
 QW0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0619
 QW0619.The geoid height was determined by GEOID03.
 QW0619
 QW0619;                    North         East     Units Scale Factor Converg.
 QW0619;SPC MT       -    96,945.571   566,164.362   MT  0.99992932   -0 18 52.6
 QW0619;SPC MT       -   318,062.90  1,857,494.63   iFT  0.99992932   -0 18 52.6
 QW0619;UTM  12      - 4,996,990.554   584,148.399   MT  0.99968707   +0 45 29.5
 QW0619
 QW0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0619!SPC MT       -   0.99946381  x   0.99992932  =   0.99939316
 QW0619!UTM  12      -   0.99946381  x   0.99968707  =   0.99915104
 QW0619
 QW0619:                Primary Azimuth Mark                     Grid Az
 QW0619:SPC MT       -  ZIMMER                                   099 28 51.3
 QW0619:UTM  12      -  ZIMMER                                   098 24 29.2
 QW0619
 QW0619|---------------------------------------------------------------------|
 QW0619| PID    Reference Object                     Distance      Geod. Az  |
 QW0619|                                                           dddmmss.s |
 QW0619| QW0618 ZIMMER                              APPROX. 3.0 KM 0990958.7 |
 QW0619|---------------------------------------------------------------------|
 QW0619
 QW0619                          SUPERSEDED SURVEY CONTROL
 QW0619
 QW0619  NAD 83(1992)-  45 07 16.95217(N)    109 55 48.25584(W) AD(       ) 3
 QW0619  NAD 83(1986)-  45 07 16.94851(N)    109 55 48.25189(W) AD(       ) 3
 QW0619  NAD 27      -  45 07 17.16118(N)    109 55 45.58017(W) AD(       ) 3
 QW0619  NGVD 29 (07/19/86) 3427.8    (m)        11246.     (f) VERT ANG       
 QW0619
 QW0619.Superseded values are not recommended for survey control.
 QW0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0619.See file dsdata.txt to determine how the superseded data were derived.
 QW0619
 QW0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ8414896991(NAD 83)
 QW0619_MARKER: DD = SURVEY DISK
 QW0619_SETTING: 80 = SET IN A BOULDER
 QW0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0619+STABILITY: SURFACE MOTION
 QW0619
 QW0619  HISTORY     - Date     Condition        Report By
 QW0619  HISTORY     - 1953     MONUMENTED       USGS
 QW0619
 QW0619                          STATION DESCRIPTION
 QW0619
 QW0619'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QW0619'FOX MOUNTAIN IS LOCATED DUE W. OF GOOSE LAKE, APPROXIMATELY 1.8 MI.
 QW0619'THE PEAK IS THE PENNICLE NEAREST WOLF MOUNTAIN, WHICH LIES DIRECTLY
 QW0619'N. ALONG THE SAME RIDGE.
 QW0619'
 QW0619'TO REACH THIS POINT, FOLLOW THE RED LODGE HIGHWAY FROM COOKE CITY
 QW0619'TOWARD RED LODGE APPROXIMATELY 1.2 MI. TO A SINGLE TURN OFF TO THE
 QW0619'LEFT, PAST THE CITY DUMP, CONTINUE ON THIS RD. PAST AN OLD GOLD
 QW0619'SMELTER.  PASS UNDER THE DERRICKS 2.6 MI., CONTINUE ON THIS RD.
 QW0619'PASSED ROUND LAKE 3.3 MI., LONG LAKE 0.7 MI., AND CROSS THE SMALL
 QW0619'CREEK, CONTINUE ALONG THE NORTHERN SHORE OF LONG LAKE.  THE ONLY RD.
 QW0619'IS TO STAR LAKE 0.3 MI., GOOSE LAKE, FOX MOUNTAIN, OR MT. ZIMMER.
 QW0619'THIS RD. IS RECOMMENDED FOR JEEP TRAVEL ONLY.
 QW0619'
 QW0619'STATION MARK--STANDARD TABLET, STAMPED ---FOX PEAK---, CEMENTED
 QW0619'IN HIGHEST GRANITE BOULDER.
 QW0619'
 QW0619'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0745 ***********************************************************************
 TJ0745  DESIGNATION -  FOX
 TJ0745  PID         -  TJ0745
 TJ0745  STATE/COUNTY-  MT/VALLEY
 TJ0745  USGS QUAD   -  ROANWOOD (1973)
 TJ0745
 TJ0745                         *CURRENT SURVEY CONTROL
 TJ0745  ___________________________________________________________________
 TJ0745* NAD 83(1992)-  48 59 11.99195(N)    106 26 34.20509(W)     ADJUSTED  
 TJ0745* NAVD 88     -       975.     (meters)    3199.     (feet)  SCALED    
 TJ0745  ___________________________________________________________________
 TJ0745  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 TJ0745  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TJ0745
 TJ0745  HORZ ORDER  -  THIRD
 TJ0745
 TJ0745.The horizontal coordinates were established by classical geodetic methods
 TJ0745.and adjusted by the National Geodetic Survey in July 1992..
 TJ0745
 TJ0745.The orthometric height was scaled from a topographic map.
 TJ0745
 TJ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0745
 TJ0745.The geoid height was determined by GEOID03.
 TJ0745
 TJ0745;                    North         East     Units Scale Factor Converg.
 TJ0745;SPC MT       -   530,750.711   823,699.340   MT  0.99999182   +2 14 10.8
 TJ0745;SPC MT       - 1,741,308.11  2,702,425.66   iFT  0.99999182   +2 14 10.8
 TJ0745;UTM  13      - 5,426,976.317   394,440.787   MT  0.99973689   -1 05 19.7
 TJ0745
 TJ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0745!SPC MT       -   0.99984989  x   0.99999182  =   0.99984171
 TJ0745!UTM  13      -   0.99984989  x   0.99973689  =   0.99958682
 TJ0745
 TJ0745:                Primary Azimuth Mark                     Grid Az
 TJ0745:SPC MT       -  BOUNDARY MON 507 CD US                   351 55 53.7
 TJ0745:UTM  13      -  BOUNDARY MON 507 CD US                   355 15 24.2
 TJ0745
 TJ0745|---------------------------------------------------------------------|
 TJ0745| PID    Reference Object                     Distance      Geod. Az  |
 TJ0745|                                                           dddmmss.s |
 TJ0745| TJ0767 BOUNDARY MON 507 CD US              APPROX. 1.4 KM 3541004.5 |
 TJ0745|---------------------------------------------------------------------|
 TJ0745
 TJ0745                          SUPERSEDED SURVEY CONTROL
 TJ0745
 TJ0745  NAD 83(1986)-  48 59 11.99247(N)    106 26 34.20730(W) AD(       ) 3
 TJ0745
 TJ0745.Superseded values are not recommended for survey control.
 TJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0745.See file dsdata.txt to determine how the superseded data were derived.
 TJ0745
 TJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ9444126976(NAD 83)
 TJ0745_MARKER: H = DRILL HOLE
 TJ0745_SETTING: 80 = SET IN A BOULDER
 TJ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0745+STABILITY: SURFACE MOTION
 TJ0745
 TJ0745  HISTORY     - Date     Condition        Report By
 TJ0745  HISTORY     - 1910     MONUMENTED       IBC
 TJ0745
 TJ0745                          STATION DESCRIPTION
 TJ0745
 TJ0745'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0745'ABOUT 1 MILE SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 507, ON THE
 TJ0745'NORTHEAST EDGE OF THE PLATEAU ABOUT 3-1/2 MILES WEST OF THE WEST
 TJ0745'BRANCH OF POPLAR RIVER.
 TJ0745'
 TJ0745'STATION MARK--A DRILL HOLE AND TRIANGLE IN A GRANITE BOULDER NEARLY
 TJ0745'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1103 ***********************************************************************
 SR1103  DESIGNATION -  FOX PASS
 SR1103  PID         -  SR1103
 SR1103  STATE/COUNTY-  MT/FERGUS
 SR1103  USGS QUAD   -  FERGUS (1985)
 SR1103
 SR1103                         *CURRENT SURVEY CONTROL
 SR1103  ___________________________________________________________________
 SR1103* NAD 83(1992)-  47 15 00.95363(N)    109 04 01.72189(W)     ADJUSTED  
 SR1103* NAVD 88     -      1824.9    (meters)    5987.     (feet)  VERTCON   
 SR1103  ___________________________________________________________________
 SR1103  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 SR1103  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 SR1103
 SR1103  HORZ ORDER  -  SECOND
 SR1103
 SR1103.The horizontal coordinates were established by classical geodetic methods
 SR1103.and adjusted by the National Geodetic Survey in July 1992..
 SR1103
 SR1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1103
 SR1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1103
 SR1103.The geoid height was determined by GEOID03.
 SR1103
 SR1103;                    North         East     Units Scale Factor Converg.
 SR1103;SPC MT       -   333,473.844   632,747.396   MT  0.99940122   +0 18 59.9
 SR1103;SPC MT       - 1,094,074.29  2,075,942.90   iFT  0.99940122   +0 18 59.9
 SR1103;UTM  12      - 5,234,787.636   646,256.711   MT  0.99986289   +1 25 10.5
 SR1103
 SR1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1103!SPC MT       -   0.99971612  x   0.99940122  =   0.99911751
 SR1103!UTM  12      -   0.99971612  x   0.99986289  =   0.99957905
 SR1103
 SR1103                          SUPERSEDED SURVEY CONTROL
 SR1103
 SR1103  NAD 83(1986)-  47 15 00.95114(N)    109 04 01.70147(W) AD(       ) 2
 SR1103  NAD 27      -  47 15 01.03100(N)    109 03 59.11300(W) AD(       ) 2
 SR1103  NGVD 29 (07/19/86) 1824.0    (m)         5984.     (f) VERT ANG       
 SR1103
 SR1103.Superseded values are not recommended for survey control.
 SR1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1103.See file dsdata.txt to determine how the superseded data were derived.
 SR1103
 SR1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT4625734788(NAD 83)
 SR1103_MARKER: DD = SURVEY DISK
 SR1103_SETTING: 80 = SET IN A BOULDER
 SR1103_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SR1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1103+STABILITY: SURFACE MOTION
 SR1103
 SR1103  HISTORY     - Date     Condition        Report By
 SR1103  HISTORY     - 1949     MONUMENTED       USGS
 SR1103
 SR1103                          STATION DESCRIPTION
 SR1103
 SR1103'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 SR1103'TO REACH STATION FOX PASS FROM THE RAILROAD DEPOT IN HILGER, GO
 SR1103'NORTH AND NORTHWEST ON STATE HIGHWAY 19 FOR 10.4 MILES TO A
 SR1103'FORK, BEAR RIGHT AND GO SOUTHEAST ON THE MAIN ROAD 3.15 MILES
 SR1103'TO A RANCH HOUSE ON THE LEFT AND A FORK, BEAR RIGHT AND
 SR1103'GO EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.45 MILE TO A
 SR1103'HOUSE ON THE RIGHT, A CATTLE GUARD AND WHERE THE MAIN ROAD
 SR1103'GOES SOUTH, GO STRAIGHT AHEAD, EAST, CROSS THE CATTLE GUARD,
 SR1103'GO EAST ABOUT 200 FEET TO A DIM FORK, BEAR RIGHT AND GO SOUTH
 SR1103'ON A TRACK ROAD 2.25 MILES TO A GATE AND THREE CABINS, PASS
 SR1103'THROUGH THE GATE, GO EAST AND SOUTHEAST ON A CANYON ROAD FOR
 SR1103'1.9 MILES TO A SADDLE, TURN SHARP LEFT, GO EAST 0.2 MILE TO
 SR1103'A FENCE ON THE LEFT, TURN LEFT, GO THROUGH THE FENCE AND
 SR1103'FOLLOW THE HIGH RIDGES NORTH 0.9 MILE TO STATION FOX PASS.
 SR1103'
 SR1103'FOX PASS (USGS) IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 SR1103'BENCH MARK DISK SET IN A DRILL HOLE IN A BURIED BOULDER THAT
 SR1103'PROJECTS ABOUT 2 INCHES.  THE DISK IS NOT STAMPED.  IT WAS
 SR1103'USED AS A REFERENCE MARK AND THE DISTANCE WAS DETERMINED BY
 SR1103'DIRECT TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1104 ***********************************************************************
 SR1104  DESIGNATION -  FOX PASS
 SR1104  PID         -  SR1104
 SR1104  STATE/COUNTY-  MT/FERGUS
 SR1104  USGS QUAD   -  FERGUS (1985)
 SR1104
 SR1104                         *CURRENT SURVEY CONTROL
 SR1104  ___________________________________________________________________
 SR1104* NAD 83(1992)-  47 15 01.30282(N)    109 04 01.81695(W)     ADJUSTED  
 SR1104* NAVD 88     -      1822.9    (meters)    5981.     (feet)  VERTCON   
 SR1104  ___________________________________________________________________
 SR1104  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 SR1104  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 SR1104
 SR1104  HORZ ORDER  -  FIRST
 SR1104
 SR1104.The horizontal coordinates were established by classical geodetic methods
 SR1104.and adjusted by the National Geodetic Survey in July 1992..
 SR1104
 SR1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1104
 SR1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1104
 SR1104.The geoid height was determined by GEOID03.
 SR1104
 SR1104;                    North         East     Units Scale Factor Converg.
 SR1104;SPC MT       -   333,484.610   632,745.338   MT  0.99940122   +0 18 59.8
 SR1104;SPC MT       - 1,094,109.61  2,075,936.15   iFT  0.99940122   +0 18 59.8
 SR1104;UTM  12      - 5,234,798.366   646,254.446   MT  0.99986289   +1 25 10.5
 SR1104
 SR1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1104!SPC MT       -   0.99971644  x   0.99940122  =   0.99911783
 SR1104!UTM  12      -   0.99971644  x   0.99986289  =   0.99957937
 SR1104
 SR1104|---------------------------------------------------------------------|
 SR1104| PID    Reference Object                     Distance      Geod. Az  |
 SR1104|                                                           dddmmss.s |
 SR1104| SR1103 FOX PASS                             10.967 METERS 16930     |
 SR1104| CQ6557 FOX PASS AZ MK                                     3034035.6 |
 SR1104| CQ6558 FOX PASS RM 1                        10.282 METERS 33712     |
 SR1104|---------------------------------------------------------------------|
 SR1104
 SR1104                          SUPERSEDED SURVEY CONTROL
 SR1104
 SR1104  NAD 83(1986)-  47 15 01.30033(N)    109 04 01.79653(W) AD(       ) 1
 SR1104  NAD 27      -  47 15 01.38000(N)    109 03 59.20800(W) AD(       ) 1
 SR1104  NGVD 29 (07/19/86) 1822.0    (m)         5978.     (f) VERT ANG       
 SR1104
 SR1104.Superseded values are not recommended for survey control.
 SR1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1104.See file dsdata.txt to determine how the superseded data were derived.
 SR1104
 SR1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT4625434798(NAD 83)
 SR1104_MARKER: DS = TRIANGULATION STATION DISK
 SR1104_SETTING: 66 = SET IN ROCK OUTCROP
 SR1104_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SR1104
 SR1104  HISTORY     - Date     Condition        Report By
 SR1104  HISTORY     - 1949     MONUMENTED       CGS
 SR1104  HISTORY     - 1961     GOOD             CGS
 SR1104
 SR1104                          STATION DESCRIPTION
 SR1104
 SR1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1104'STATION IS ON THE HIGHEST POINT AND AT THE NORTHWEST END OF
 SR1104'THE JUDITH MOUNTAINS, AND ABOUT 13-1/2 MILES EAST OF HILGER.
 SR1104'
 SR1104'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HILGER, GO
 SR1104'NORTH AND NORTHWEST ON STATE HIGHWAY 19 FOR 10.4 MILES TO A
 SR1104'FORK, BEAR RIGHT AND GO SOUTHEAST ON THE MAIN ROAD 3.15 MILES
 SR1104'TO A RANCH HOUSE ON THE LEFT AND A FORK, BEAR RIGHT AND
 SR1104'GO EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.45 MILE TO A
 SR1104'HOUSE ON THE RIGHT, A CATTLE GUARD AND WHERE THE MAIN ROAD
 SR1104'GOES SOUTH, GO STRAIGHT AHEAD, EAST, CROSS THE CATTLE GUARD,
 SR1104'GO EAST ABOUT 200 FEET TO A DIM FORK, BEAR RIGHT AND GO SOUTH
 SR1104'ON A TRACK ROAD 2.25 MILES TO A GATE AND THREE CABINS, PASS
 SR1104'THROUGH THE GATE, GO EAST AND SOUTHEAST ON A CANYON ROAD FOR
 SR1104'1.9 MILES TO A SADDLE, TURN SHARP LEFT, GO EAST 0.2 MILE TO
 SR1104'A FENCE ON THE LEFT, TURN LEFT, GO THROUGH THE FENCE AND
 SR1104'FOLLOW THE HIGH RIDGES NORTH 0.9 MILE TO THE STATION.  TO
 SR1104'REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTHWEST FOR 15
 SR1104'MINUTES TO THE MARK.
 SR1104'
 SR1104'STATION DISK IS STAMPED FOX PASS 1949, AND IT IS FLUSH WITH
 SR1104'THE GROUND.
 SR1104'
 SR1104'REFERENCE MARK NO. 1 IS STAMPED FOX PASS NO 1 1949, AND IT
 SR1104'IS FLUSH WITH THE GROUND.
 SR1104'
 SR1104'FOX PASS (USGS) IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 SR1104'BENCH MARK DISK SET IN A DRILL HOLE IN A BURIED BOULDER THAT
 SR1104'PROJECTS ABOUT 2 INCHES.  THE DISK IS NOT STAMPED.  IT WAS
 SR1104'USED AS A REFERENCE MARK AND THE DISTANCE WAS DETERMINED BY
 SR1104'DIRECT TRAVERSE.
 SR1104'
 SR1104'THE AZIMUTH MARK IS ABOUT 1/2 MILE FROM THE STATION, ON THE
 SR1104'EAST SLOPE OF A PINE COVERED HILL.  THE DISK IS STAMPED FOX
 SR1104'PASS 1949.
 SR1104'
 SR1104'ALL MARKS EXCEPT FOX PASS (USGS) ARE STANDARD DISKS SET IN
 SR1104'DRILL HOLES IN BEDROCK.
 SR1104'
 SR1104'STATIONS SKAGGS (USGS), BOYD, MINE, PYRAMID (USGS), KENDALL,
 SR1104'NORTH MOCCASIN DOGMELLE (USGS) AND FERGUS (USGS) ARE VISIBLE
 SR1104'FROM THE GROUND.
 SR1104
 SR1104                          STATION RECOVERY (1961)
 SR1104
 SR1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1104'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 SR1104'
 SR1104'THE STATION IS AT THE NORTHWEST END AND ON THE HIGHEST POINT
 SR1104'OF THE JUDITH MOUNTAINS, ABOUT 13.5 MILES EAST OF HILGER.
 SR1104'
 SR1104'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HILGER, GO
 SR1104'NORTHERLY ON STATE HIGHWAY 19 FOR 9.8 MILES TO A CROSSROAD AND
 SR1104'A SIGN ON THE RIGHT K M O N COLOR RADIO, TURN RIGHT AND GO
 SR1104'EASTERLY ON THE MAIN GRAVELED ROAD FOR 3.7 MILES TO A FORK
 SR1104'JUST BEYOND A CATTLE GUARD.  TAKE THE RIGHT FORK AND FOLLOW
 SR1104'THE TRACK ROAD FOR 0.35 MILE TO A FORK JUST BEFORE REACHING
 SR1104'A WIRE GATE, KEEP RIGHT ON THE MAIN ROAD AND GO SOUTH ALONG
 SR1104'THE WEST SIDE OF THE FENCE FOR 1.2 MILES TO A CATTLE GUARD,
 SR1104'AND A GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND
 SR1104'CONTINUE ON A TRACK ROAD FOR 0.85 MILE TO A WIRE GATE, GO
 SR1104'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.65
 SR1104'MILE TO A LOCKED GATE.  GO THROUGH THE GATE AND CONTINUE ON
 SR1104'THE TRACK ROAD FOR 0.1 MILE TO THREE OLD CABINS ON THE
 SR1104'LEFT, CONTINUE AHEAD ON A CANYON AND SWITCHBACK ROAD
 SR1104'FOR 1.6 MILES TO A DIM 3-WAY FORK IN A SADDLE.  TURN SHARP
 SR1104'LEFT UP A STEEP HILL FOR 0.25 MILE TO A PLACE WHERE THE
 SR1104'FENCE HAS BEEN TIED OFF TO A TREE (JUST PAST THE TOP OF
 SR1104'THE HILL).  TAKE THE FENCE DOWN AND TURN LEFT AND GO
 SR1104'NORTHERLY DOWN THE RIDGE ON A DIM TRACK ROAD FOR 0.15 MILE
 SR1104'TO THE FOOT OF A STEEP HILL.  PACK, OR TAKE A 4 WHEEL DRIVE
 SR1104'VEHICLE, NORTHERLY UP THE RIDGE FOR ABOUT 0.7 MILE TO THE
 SR1104'HIGHEST POINT AND THE STATION.  THE AZIMUTH MARK IS
 SR1104'ABOUT 0.5 MILE FROM THE STATION ON THE EAST SLOPE OF A
 SR1104'PINE-COVERED HILL, ABOUT 100 FEET EAST-NORTHEAST OF THE
 SR1104'HIGHEST POINT, A 15 MINUTE PACK.
 SR1104'
 SR1104'THE STATION MARK IS A STANDARD DISK STAMPED FOX PASS 1949,
 SR1104'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.
 SR1104'
 SR1104'R.M. 1 IS A STANDARD DISK STAMPED FOX PASS NO 1 1949, CEMENTED
 SR1104'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.
 SR1104'
 SR1104'R.M. 2 IS A STANDARD USGS BM DISK WITH NO STAMPING, SET
 SR1104'IN A DRILL HOLE IN A BOULDER.
 SR1104'
 SR1104'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FOX PASS 1949,
 SR1104'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0704 ***********************************************************************
 TH0704  DESIGNATION -  FPR 11 LB
 TH0704  PID         -  TH0704
 TH0704  STATE/COUNTY-  MT/ROOSEVELT
 TH0704  USGS QUAD   -  WOLF POINT (1989)
 TH0704
 TH0704                         *CURRENT SURVEY CONTROL
 TH0704  ___________________________________________________________________
 TH0704* NAD 83(1992)-  48 04 38.77406(N)    105 38 36.66256(W)     ADJUSTED  
 TH0704* NAVD 88     -       609.     (meters)    1998.     (feet)  VERTCON   
 TH0704  ___________________________________________________________________
 TH0704  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 TH0704  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TH0704
 TH0704  HORZ ORDER  -  SECOND
 TH0704
 TH0704.The horizontal coordinates were established by classical geodetic methods
 TH0704.and adjusted by the National Geodetic Survey in July 1992..
 TH0704
 TH0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0704
 TH0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0704
 TH0704.The geoid height was determined by GEOID03.
 TH0704
 TH0704;                    North         East     Units Scale Factor Converg.
 TH0704;SPC MT       -   432,372.180   887,119.641   MT  0.99956588   +2 49 15.7
 TH0704;SPC MT       - 1,418,543.90  2,910,497.51   iFT  0.99956588   +2 49 15.7
 TH0704;UTM  13      - 5,325,107.391   452,068.486   MT  0.99962823   -0 28 43.7
 TH0704
 TH0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0704!SPC MT       -   0.99990731  x   0.99956588  =   0.99947323
 TH0704!UTM  13      -   0.99990731  x   0.99962823  =   0.99953558
 TH0704
 TH0704                          SUPERSEDED SURVEY CONTROL
 TH0704
 TH0704  NAD 83(1986)-  48 04 38.77409(N)    105 38 36.65707(W) AD(       ) 2
 TH0704  NAD 27      -  48 04 38.71228(N)    105 38 34.65304(W) AD(       ) 2
 TH0704  NGVD 29 (07/19/86)  608.     (m)         1995.     (f) VERT ANG       
 TH0704
 TH0704.Superseded values are not recommended for survey control.
 TH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0704.See file dsdata.txt to determine how the superseded data were derived.
 TH0704
 TH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP5206825107(NAD 83)
 TH0704_MARKER: DD = SURVEY DISK
 TH0704_SETTING: 0 = UNSPECIFIED SETTING
 TH0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0704
 TH0704  HISTORY     - Date     Condition        Report By
 TH0704  HISTORY     - 1948     MONUMENTED       USE
 TH0704
 TH0704                          STATION DESCRIPTION
 TH0704
 TH0704'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0704'THIS IS A TRAVERSE STATION.
 TH0704'
 TH0704'STATION IS ON THE LEFT BANK OF THE MISSOURI RIVER, ABOUT 1 MILE SOUTH
 TH0704'OF WOLF POINT, ON LAND OWNED BY THE U.S. GOVERNMENT.  IT IS IN THE
 TH0704'NORTHWEST QUARTER OF SEC. 22, T. 27 N., R. 47 E., 60 FEET NORTH OF
 TH0704'THE RIVER.  THE MARK IS A STANDARD U.S.E.D. DISK FASTENED TO THE
 TH0704'TOP OF A 3 INCH IRON PIPE THAT PROJECTS 18 INCHES AND THE DISK IS
 TH0704'STAMPED F P R 11.
 TH0704'
 TH0704'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WOLF L B
 TH0704'AND THE DISTANCE WAS FOUND TO BE 102.574 METERS OR 336.53 FEET.
 TH0704'IT IS EAST-SOUTHEAST OF WOLF L B.
 TH0704'
 TH0704'TO REACH FROM THE POST OFFICE IN WOLF POINT, GO WEST TO THE FIRST
 TH0704'STREET CORNER, TURN LEFT AND GO SOUTH 0.5 MILE TO THE NORTHEAST
 TH0704'CORNER OF THE FOOT BALL PARK, KEEP RIGHT ALONG THE EAST SIDE OF THE
 TH0704'BALL PARK AND GO 0.15 MILE TO WIRE GAP, GO THROUGH GAP ON TRACK
 TH0704'ROAD AND GO SOUTH 0.25 MILE TO WHERE ROAD TURNS RIGHT AND THE RIVER
 TH0704'BANK IS STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD 175 FEET TO
 TH0704'THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0709 ***********************************************************************
 TH0709  DESIGNATION -  FPR 11 RB
 TH0709  PID         -  TH0709
 TH0709  STATE/COUNTY-  MT/MCCONE
 TH0709  USGS QUAD   -  WOLF POINT (1989)
 TH0709
 TH0709                         *CURRENT SURVEY CONTROL
 TH0709  ___________________________________________________________________
 TH0709* NAD 83(1992)-  48 04 23.47171(N)    105 38 47.48890(W)     ADJUSTED  
 TH0709* NAVD 88     -       608.     (meters)    1995.     (feet)  VERTCON   
 TH0709  ___________________________________________________________________
 TH0709  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 TH0709  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TH0709
 TH0709  HORZ ORDER  -  SECOND
 TH0709
 TH0709.The horizontal coordinates were established by classical geodetic methods
 TH0709.and adjusted by the National Geodetic Survey in July 1992..
 TH0709
 TH0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0709
 TH0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0709
 TH0709.The geoid height was determined by GEOID03.
 TH0709
 TH0709;                    North         East     Units Scale Factor Converg.
 TH0709;SPC MT       -   431,889.300   886,919.157   MT  0.99956449   +2 49 07.8
 TH0709;SPC MT       - 1,416,959.65  2,909,839.75   iFT  0.99956449   +2 49 07.8
 TH0709;UTM  13      - 5,324,636.821   451,840.525   MT  0.99962850   -0 28 51.7
 TH0709
 TH0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0709!SPC MT       -   0.99990747  x   0.99956449  =   0.99947200
 TH0709!UTM  13      -   0.99990747  x   0.99962850  =   0.99953601
 TH0709
 TH0709|---------------------------------------------------------------------|
 TH0709| PID    Reference Object                     Distance      Geod. Az  |
 TH0709|                                                           dddmmss.s |
 TH0709| TH0705 WOLF RB                             355.072 METERS 02512     |
 TH0709| TH0708 T27N R47E SECS 21 22 MC               9.102 METERS 13645     |
 TH0709|---------------------------------------------------------------------|
 TH0709
 TH0709                          SUPERSEDED SURVEY CONTROL
 TH0709
 TH0709  NAD 83(1986)-  48 04 23.47181(N)    105 38 47.48355(W) AD(       ) 2
 TH0709  NAD 27      -  48 04 23.41012(N)    105 38 45.47902(W) AD(       ) 2
 TH0709  NGVD 29 (07/19/86)  607.     (m)         1991.     (f) VERT ANG       
 TH0709
 TH0709.Superseded values are not recommended for survey control.
 TH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0709.See file dsdata.txt to determine how the superseded data were derived.
 TH0709
 TH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP5184124637(NAD 83)
 TH0709_MARKER: DD = SURVEY DISK
 TH0709_SETTING: 0 = UNSPECIFIED SETTING
 TH0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0709
 TH0709  HISTORY     - Date     Condition        Report By
 TH0709  HISTORY     - 1948     MONUMENTED       USE
 TH0709
 TH0709                          STATION DESCRIPTION
 TH0709
 TH0709'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0709'THIS IS A TRAVERSE STATION.
 TH0709'
 TH0709'STATION IS ON THE RIGHT BANK OF THE MISSOURI RIVER, ABOUT 1-1/4 MILES
 TH0709'SOUTH-SOUTHWEST OF WOLF POINT, IN THE SOUTHWEST QUARTER OF SEC. 22,
 TH0709'T. 27 N., R. 47 E., AND ON LAND OWNED BY MR. AL APPLEGREEN.  IT
 TH0709'IS 0.05 MILE WEST OF TRACK ROAD AND THE FIRST POWER POLE NORTH OF
 TH0709'TURN IN POWER LINE, 29.86 FEET NORTHWEST OF M.C. SEC. 21, SEC.
 TH0709'22, T. 27 N., R. 47 E. (G.L.O.).  IT IS A STANDARD U.S.E.D. DISK
 TH0709'FASTENED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 1-1/2 FEET
 TH0709'AND THE DISK IS UNSTAMPED.
 TH0709'
 TH0709'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WOLF R.B.
 TH0709'AND THE DISTANCE WAS FOUND TO BE 1165.04 FEET OR 355.105 METERS.  IT
 TH0709'IS SOUTH-SOUTHWEST OF WOLF R.B.
 TH0709'
 TH0709'TO REACH FROM THE SOUTH END OF THE BRIDGE OVER THE MISSOURI RIVER ON
 TH0709'STATE ROUTE 13, GO SOUTH 0.1 MILE, TURN RIGHT AND GO WESTERLY 2.2
 TH0709'MILES, TURN LEFT AND GO SOUTHWEST 3.25 MILES, TURN RIGHT AND GO
 TH0709'WEST 1.85 MILES TO CROSSROADS AND A MAIL BOX MOUNTED ON A CAR
 TH0709'WHEEL, TURN RIGHT AND GO SOUTH 2.15 MILES TO POINT WHERE RIVER HAS
 TH0709'CUT AWAY THE ROAD, TURN RIGHT AND FOLLOW NEW ROAD AROUND THROUGH
 TH0709'RANCH 0.5 MILE TO RANCH HOUSE, CONTINUE 0.15 MILE TO GATE LEADING
 TH0709'BACK INTO OLD ROAD, TURN RIGHT AND GO NORTH 0.5 MILE TO GATE ON
 TH0709'THE LEFT, THIS IS 0.1 MILE NORTH OF POWER LINE CROSSING, TURN LEFT
 TH0709'THROUGH GATE AND FOLLOW TRACK ROAD NORTHWESTERLY 0.6 MILE TO A
 TH0709'SAND RIDGE AND THE FIRST POWER LINE POLE NORTH OF TURN IN POWER
 TH0709'LINE, TURN LEFT ON RIDGE AND GO WEST 0.05 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0688 ***********************************************************************
 TH0688  DESIGNATION -  FPR 12 LB
 TH0688  PID         -  TH0688
 TH0688  STATE/COUNTY-  MT/ROOSEVELT
 TH0688  USGS QUAD   -  CHELSEA SW (1972)
 TH0688
 TH0688                         *CURRENT SURVEY CONTROL
 TH0688  ___________________________________________________________________
 TH0688* NAD 83(1992)-  48 05 29.98889(N)    105 26 41.25381(W)     ADJUSTED  
 TH0688* NAVD 88     -       602.     (meters)    1975.     (feet)  VERTCON   
 TH0688  ___________________________________________________________________
 TH0688  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 TH0688  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TH0688
 TH0688  HORZ ORDER  -  SECOND
 TH0688
 TH0688.The horizontal coordinates were established by classical geodetic methods
 TH0688.and adjusted by the National Geodetic Survey in July 1992..
 TH0688
 TH0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0688
 TH0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0688
 TH0688.The geoid height was determined by GEOID03.
 TH0688
 TH0688;                    North         East     Units Scale Factor Converg.
 TH0688;SPC MT       -   434,698.452   901,820.200   MT  0.99957055   +2 57 59.0
 TH0688;SPC MT       - 1,426,176.02  2,958,727.69   iFT  0.99957055   +2 57 59.0
 TH0688;UTM  13      - 5,326,584.009   466,879.317   MT  0.99961348   -0 19 51.7
 TH0688
 TH0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0688!SPC MT       -   0.99990843  x   0.99957055  =   0.99947902
 TH0688!UTM  13      -   0.99990843  x   0.99961348  =   0.99952195
 TH0688
 TH0688                          SUPERSEDED SURVEY CONTROL
 TH0688
 TH0688  NAD 83(1986)-  48 05 29.98830(N)    105 26 41.24861(W) AD(       ) 2
 TH0688  NAD 27      -  48 05 29.92813(N)    105 26 39.27682(W) AD(       ) 2
 TH0688  NGVD 29 (07/19/86)  601.     (m)         1972.     (f) VERT ANG       
 TH0688
 TH0688.Superseded values are not recommended for survey control.
 TH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0688.See file dsdata.txt to determine how the superseded data were derived.
 TH0688
 TH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP6687926584(NAD 83)
 TH0688_MARKER: DD = SURVEY DISK
 TH0688_SETTING: 0 = UNSPECIFIED SETTING
 TH0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0688
 TH0688  HISTORY     - Date     Condition        Report By
 TH0688  HISTORY     - 1948     MONUMENTED       USE
 TH0688  HISTORY     - 1973     GOOD             NGS
 TH0688
 TH0688                          STATION DESCRIPTION
 TH0688
 TH0688'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0688'THIS IS A TRAVERSE STATION.
 TH0688'
 TH0688'STATION IS ON THE LEFT BANK OF THE MISSOURI RIVER, ABOUT 9-1/4 MILES
 TH0688'EAST OF WOLF POINT, ABOUT 5-3/4 MILES SOUTHWEST OF THE CHELSEA
 TH0688'RAILROAD STATION, 36 FEET NORTH OF THE RIVER.  IT IS IN THE
 TH0688'SOUTHWEST QUARTER OF SEC. 18, T. 27 N., R. 49 E., AND ON LAND OWNED
 TH0688'BY MR.  WILLARD RUGGLES.  IT IS A STANDARD U.S.E.D. DISK
 TH0688'FASTENED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 10 INCHES
 TH0688'AND THE DISK IS STAMPED F P R 12.
 TH0688'
 TH0688'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 13
 TH0688'AT THE NORTH EDGE OF WOLF POINT, GO EAST ON HIGHWAY 2 FOR 7.0 MILES
 TH0688'TO THE JUNCTION OF U.S. HIGHWAY 2, STATE HIGHWAY 13 N, STATE
 TH0688'HIGHWAY 50 S, GO SOUTH ON THE LATTER 1.5 MILES TO A GRAVEL ROAD
 TH0688'LEFT, THIS IS 0.1 MILE SOUTH OF RAILROAD CROSSING, TURN LEFT AND
 TH0688'FOLLOW MAIN ROAD EASTERLY 3.85 MILES TO A GATE ON THE RIGHT, THIS
 TH0688'IS 0.4 MILE WEST OF YELLOW RANCH HOUSE AND YELLOW CIRCULAR GRAIN
 TH0688'BINS, TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD SOUTHERLY 0.7
 TH0688'MILE TO AN OLD BUILDING SITE, KEEP LEFT OF THIS SITE AND CONTINUE
 TH0688'SOUTHERLY ON TRACK ROAD 1.0 MILE TO TRIANGULATION STATION CHELSEA
 TH0688'L.B.  THE STATION IS 133.78 FEET SOUTH OF THIS STATION.  A
 TH0688'TRAVERSE CONNECTION WAS MADE TO CHELSEA L.B. AND THE DISTANCE
 TH0688'WAS FOUND TO BE 40.777 METERS OR 133.78 FEET.
 TH0688
 TH0688                          STATION RECOVERY (1973)
 TH0688
 TH0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TH0688'A U.S. ENGINEER OFFICE ST. PAUL MINN DISK WAS RECOVERED AT THE
 TH0688'CORRECT DISTANCE AND DIRECTION FROM TRIANGULATION STATION CHELSEA
 TH0688'L.B. AND IT IS THOUGHT TO BE THE MARK LOCATED IN 1948, ALTHOUGHT
 TH0688'THE ONLY LEGIBLE STAMPING ON THE MARK IS M0 11.  APPEARANCE
 TH0688'INDICATEDS OTHER STAMPING MAY HAVE BEEN OBLITERATED.  THE DISK IS
 TH0688'ON A 3-INCH PIPE AND PROJECTS 1 INCH ABOVE GROUND.  IT IS 19 FEET
 TH0688'WEST OF THE POINT WHERE A GAME TRAIL DESCENDS THE 12-FOOT HIGH
 TH0688'RIVERBANK, 18 FEET SOUTHWEST OF TWIN, 2-FOOT DIAMETER TREES GROWING
 TH0688'1 FOOT APART AND 7 FEET NORTH OF THE UPPER EDGE OF THE RIVER BANK.
 TH0688'THE TOPS OF BOTH THE TWIN TREES CURVE TO THE EAST.
 TH0688'
 TH0688'TO REACH FROM THE TRIANGLE SERVICE STATION AND CAFE IN WOLF POINT,
 TH0688'GO EAST ON U. S. HIGHWAY 2 FOR 7.0 MILES TO THE JUNCTION OF U.S.
 TH0688'HIGHWAY 2, STATE HIGHWAY 13 N, STATE HIGHWAY 50 S, TURN RIGHT ON
 TH0688'THE LATTER AND GO SOUTH 1.5 MILES TO A GRAVEL ROAD LEFT, THIS IS
 TH0688'0.1 MILE SOUTH OF RAILROAD CROSSING, TURN LEFT AND FOLLOW MAIN
 TH0688'ROAD EASTERLY 3.85 MILES TO A GATE ON THE RIGHT, THIS IS 0.4 MILE
 TH0688'WEST OF YELLOW RANCH HOUSE AND YELLOW CIRCULAR GRAIN BINS, TURN
 TH0688'RIGHT THROUGH GATE AND FOLLOW TRACK ROAD SOUTHERLY 0.7 MILE TO
 TH0688'AN OLD BUILDING SITE, KEEP LEFT OF THIS SITE AND CONTINUE
 TH0688'SOUTHERLY ON TRACK ROAD 1.0 MILE TO THE RIVER BANK AND
 TH0688'STATION.
 TH0688'
 TH0688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES EAST OF
 TH0688'WOLF POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0686 ***********************************************************************
 TH0686  DESIGNATION -  FPR 12 RB
 TH0686  PID         -  TH0686
 TH0686  STATE/COUNTY-  MT/MCCONE
 TH0686  USGS QUAD   -  CHELSEA SW (1972)
 TH0686
 TH0686                         *CURRENT SURVEY CONTROL
 TH0686  ___________________________________________________________________
 TH0686* NAD 83(1992)-  48 05 18.60631(N)    105 26 39.43749(W)     ADJUSTED  
 TH0686* NAVD 88     -       603.     (meters)    1978.     (feet)  VERTCON   
 TH0686  ___________________________________________________________________
 TH0686  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 TH0686  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TH0686
 TH0686  HORZ ORDER  -  SECOND
 TH0686
 TH0686.The horizontal coordinates were established by classical geodetic methods
 TH0686.and adjusted by the National Geodetic Survey in July 1992..
 TH0686
 TH0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0686
 TH0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0686
 TH0686.The geoid height was determined by GEOID03.
 TH0686
 TH0686;                    North         East     Units Scale Factor Converg.
 TH0686;SPC MT       -   434,349.448   901,875.906   MT  0.99956951   +2 58 00.4
 TH0686;SPC MT       - 1,425,031.00  2,958,910.45   iFT  0.99956951   +2 58 00.4
 TH0686;UTM  13      - 5,326,232.364   466,914.858   MT  0.99961345   -0 19 50.3
 TH0686
 TH0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0686!SPC MT       -   0.99990828  x   0.99956951  =   0.99947782
 TH0686!UTM  13      -   0.99990828  x   0.99961345  =   0.99952176
 TH0686
 TH0686                          SUPERSEDED SURVEY CONTROL
 TH0686
 TH0686  NAD 83(1986)-  48 05 18.60572(N)    105 26 39.43234(W) AD(       ) 2
 TH0686  NAD 27      -  48 05 18.54582(N)    105 26 37.46016(W) AD(       ) 2
 TH0686  NGVD 29 (07/19/86)  602.     (m)         1975.     (f) VERT ANG       
 TH0686
 TH0686.Superseded values are not recommended for survey control.
 TH0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0686.See file dsdata.txt to determine how the superseded data were derived.
 TH0686
 TH0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP6691526232(NAD 83)
 TH0686_MARKER: DD = SURVEY DISK
 TH0686_SETTING: 0 = UNSPECIFIED SETTING
 TH0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0686
 TH0686  HISTORY     - Date     Condition        Report By
 TH0686  HISTORY     - 1948     MONUMENTED       USE
 TH0686
 TH0686                          STATION DESCRIPTION
 TH0686
 TH0686'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0686'THIS IS A TRAVERSE STATION.
 TH0686'
 TH0686'STATION IS ON THE RIGHT BANK OF THE MISSOURI RIVER, ABOUT 9 MILES
 TH0686'EAST OF WOLF POINT, ON THE DEWITT RANCH IN THE SOUTHWEST OF SEC. 18,
 TH0686'T. 27 N., R.49 E.  IT IS EAST OF TRIANGULATION STATION CHELSEA R.B.
 TH0686'AND 15 FEET SOUTH OF THE RIVER.  IT IS A STANDARD U.S.E.D.  DISK
 TH0686'FASTENED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 10 INCHES
 TH0686'AND THE DISK IS STAMPED F P R 12.  A TRAVERSE CONNECTION WAS MADE TO
 TH0686'TRIANGULATION STATION CHELSEA R.B. AND THE DISTANCE WAS FOUND TO BE
 TH0686'333.894 METERS, 1095.45 FEET.
 TH0686'
 TH0686'TO REACH FROM THE SOUTH END OF THE BRIDGE OVER THE MISSOURI RIVER, GO
 TH0686'SOUTH 0.1 MILE, TURN LEFT ACROSS COULEE 0.1 MILE, KEEP LEFT FOR 0.55
 TH0686'MILE, TURN LEFT AND GO 0.3 MILE TO GATE, PASS THROUGH GATE AND GO
 TH0686'0.6 MILE PASSING THROUGHT RANCH YARD OF HOWARD DEWITT, CONTINUE
 TH0686'EASTERLY ON MAIN TRACK ROAD THROUGHT 4 GATES 1.9 MILES TO A LOG
 TH0686'HOUSE AND CORRAL, CONTINUE RIGHT OF THE LOG HOUSE FOR 0.45 MILE TO
 TH0686'TOP OF HILL, KEEP LEFT FOR 0.4 MILE GOING THROUGH A GATE AND
 TH0686'PASSING IN FRONT OF A LOG CABIN TO A FENCE CORNER, TURN RIGHT
 TH0686'ALONG THE WEST SIDE OF THE FENCE AND FOLLOW TRACKS SOUTH 0.15
 TH0686'MILE TO GATE AT A T-FENCE CORNER, TURN LEFT THROUGH GATE AND
 TH0686'FOLLOW FENCE EAST 0.1 MILE, BEAR RIGHT ON TRACK ROAD 0.1 MILE
 TH0686'TO COULEE, CROSS COULEE AND GO EASTERLY FOR 0.3 MILE TO ANOTHER
 TH0686'COULEE, CROSS THIS AND CONTINUE EASTERLY NORTHEASTERLY 0.6 MILE
 TH0686'TO THE END OF TRACK TRAVEL WHICH IS ABOUT 50 YARDS SOUTH OF THE
 TH0686'MOUTH OF A DRAINGEWAY.  THE STATION IS ABOUT 50 YARDS EAST OF THE
 TH0686'MOUTH OF THE DRAINGEWAY DITCH AND NEAR A SMALL LONE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0675 ***********************************************************************
 TH0675  DESIGNATION -  FPR 13 LB
 TH0675  PID         -  TH0675
 TH0675  STATE/COUNTY-  MT/ROOSEVELT
 TH0675  USGS QUAD   -  POPLAR (1989)
 TH0675
 TH0675                         *CURRENT SURVEY CONTROL
 TH0675  ___________________________________________________________________
 TH0675* NAD 83(1992)-  48 04 15.24256(N)    105 13 22.37217(W)     ADJUSTED  
 TH0675* NAVD 88     -       597.     (meters)    1959.     (feet)  VERTCON   
 TH0675  ___________________________________________________________________
 TH0675  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 TH0675  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TH0675
 TH0675  HORZ ORDER  -  SECOND
 TH0675
 TH0675.The horizontal coordinates were established by classical geodetic methods
 TH0675.and adjusted by the National Geodetic Survey in July 1992..
 TH0675
 TH0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0675
 TH0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0675
 TH0675.The geoid height was determined by GEOID03.
 TH0675
 TH0675;                    North         East     Units Scale Factor Converg.
 TH0675;SPC MT       -   433,272.714   918,446.550   MT  0.99956375   +3 07 43.4
 TH0675;SPC MT       - 1,421,498.41  3,013,276.08   iFT  0.99956375   +3 07 43.4
 TH0675;UTM  13      - 5,324,204.618   483,396.866   MT  0.99960339   -0 09 56.9
 TH0675
 TH0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0675!SPC MT       -   0.99990924  x   0.99956375  =   0.99947303
 TH0675!UTM  13      -   0.99990924  x   0.99960339  =   0.99951266
 TH0675
 TH0675                          SUPERSEDED SURVEY CONTROL
 TH0675
 TH0675  NAD 83(1986)-  48 04 15.24084(N)    105 13 22.36695(W) AD(       ) 2
 TH0675  NAD 27      -  48 04 15.17625(N)    105 13 20.43054(W) AD(       ) 2
 TH0675  NGVD 29 (07/19/86)  596.     (m)         1955.     (f) VERT ANG       
 TH0675
 TH0675.Superseded values are not recommended for survey control.
 TH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0675.See file dsdata.txt to determine how the superseded data were derived.
 TH0675
 TH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP8339724205(NAD 83)
 TH0675_MARKER: DD = SURVEY DISK
 TH0675_SETTING: 0 = UNSPECIFIED SETTING
 TH0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0675
 TH0675  HISTORY     - Date     Condition        Report By
 TH0675  HISTORY     - 1948     MONUMENTED       USE
 TH0675
 TH0675                          STATION DESCRIPTION
 TH0675
 TH0675'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0675'THIS IS A TRAVERSE STATION.
 TH0675'
 TH0675'STATION IS ABOUT 2-3/4 MILES SOUTHWEST OF POPLAR, ON LAND OWNED BY
 TH0675'MR. LAWRENCE SCHIEFFERT, IN SEC. 26, T. 27 N., R. 50 E.  IT IS A
 TH0675'STANDARD UNITED STATES ENGINEER DEPARTMENT BRONZE DISK FASTENED TO
 TH0675'A 3-INCH IRON PIPE THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TH0675'F P R 13.
 TH0675'
 TH0675'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION NICKWALL L B
 TH0675'AND THE DISTANCE WAS FOUND TO BE 17.702 METERS OR 58.08 FEET.
 TH0675'
 TH0675'TO REACH FROM THE FORT PECK SERVICE STATION IN POPLAR, GO WEST ON
 TH0675'U.S. HIGHWAY 2 FOR 0.9 MILE TO THE WEST SIDE OF THE BRIDGE OVER THE
 TH0675'POPLAR RIVER, TURN LEFT AND GO SOUTH ON A GRAVEL ROAD 2.9 MILES TO
 TH0675'WHERE ROAD CURVES LEFT, TURN RIGHT ON TRACK ROAD ALONG THE SOUTH
 TH0675'SIDE OF A FENCE AND GO 0.3 MILE TO TRIANGULATION STATION NICKWALL
 TH0675'L B ON THE RIGHT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0676 ***********************************************************************
 TH0676  DESIGNATION -  FPR 13 RB
 TH0676  PID         -  TH0676
 TH0676  STATE/COUNTY-  MT/MCCONE
 TH0676  USGS QUAD   -  POPLAR (1989)
 TH0676
 TH0676                         *CURRENT SURVEY CONTROL
 TH0676  ___________________________________________________________________
 TH0676* NAD 83(1992)-  48 04 15.46924(N)    105 13 39.71136(W)     ADJUSTED  
 TH0676* NAVD 88     -       598.     (meters)    1962.     (feet)  VERTCON   
 TH0676  ___________________________________________________________________
 TH0676  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 TH0676  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TH0676
 TH0676  HORZ ORDER  -  SECOND
 TH0676
 TH0676.The horizontal coordinates were established by classical geodetic methods
 TH0676.and adjusted by the National Geodetic Survey in July 1992..
 TH0676
 TH0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0676
 TH0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0676
 TH0676.The geoid height was determined by GEOID03.
 TH0676
 TH0676;                    North         East     Units Scale Factor Converg.
 TH0676;SPC MT       -   433,260.131   918,087.923   MT  0.99956377   +3 07 30.7
 TH0676;SPC MT       - 1,421,457.12  3,012,099.48   iFT  0.99956377   +3 07 30.7
 TH0676;UTM  13      - 5,324,212.666   483,038.094   MT  0.99960354   -0 10 09.8
 TH0676
 TH0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0676!SPC MT       -   0.99990908  x   0.99956377  =   0.99947289
 TH0676!UTM  13      -   0.99990908  x   0.99960354  =   0.99951266
 TH0676
 TH0676                          SUPERSEDED SURVEY CONTROL
 TH0676
 TH0676  NAD 83(1986)-  48 04 15.46753(N)    105 13 39.70614(W) AD(       ) 2
 TH0676  NAD 27      -  48 04 15.40298(N)    105 13 37.76913(W) AD(       ) 2
 TH0676  NGVD 29 (07/19/86)  597.     (m)         1959.     (f) VERT ANG       
 TH0676
 TH0676.Superseded values are not recommended for survey control.
 TH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0676.See file dsdata.txt to determine how the superseded data were derived.
 TH0676
 TH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP8303824213(NAD 83)
 TH0676_MARKER: DD = SURVEY DISK
 TH0676_SETTING: 0 = UNSPECIFIED SETTING
 TH0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0676
 TH0676  HISTORY     - Date     Condition        Report By
 TH0676  HISTORY     - 1948     MONUMENTED       USE
 TH0676
 TH0676                          STATION DESCRIPTION
 TH0676
 TH0676'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0676'THIS IS A TRAVERSE STATION.
 TH0676'
 TH0676'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHWEST OF POPLAR, AT THE SOUTH
 TH0676'END OF A BIG BEND IN THE MISSOURI RIVER, NEAR THE CENTER OF THE
 TH0676'NORTH SIDE OF SEC. 26, T. 27 N., R. 50 E., AND ON THE LAND OWNED BY
 TH0676'THEODORE ROUNDS.  IT IS ABOUT 30 FEET WEST OF THE RIVER.  THE MARK IS
 TH0676'A STANDARD UNITED STATES ENGINEER DEPARTMENT BRONZE DISK
 TH0676'FASTENED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 10
 TH0676'INCHES.  THE DISK IS STAMPED F P R 13.
 TH0676'
 TH0676'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NICKWALL
 TH0676'R.B. AND THE DISTANCE WAS FOUND TO BE 70.808 METERS OR 232.31 FEET.
 TH0676'
 TH0676'TO REACH THE STATION FROM THE BRIDGE SPANNING THE MISSOURI RIVER,
 TH0676'WHICH IS 5 MILES EAST-SOUTHEAST OF WOLF POINT, ON STATE HIGHWAY 13,
 TH0676'GO SOUTH ON HIGHWAY 13 FOR 2.3 MILES TO A CROSSROADS, TURN LEFT, GO
 TH0676'EAST 9.7 MILES TO A T-ROAD, CONTINUE EAST 0.5 MILE TO A T-ROAD,
 TH0676'CONTINUE EAST 2.7 MILES TO A POINT WHERE THE ROAD BENDS TO THE
 TH0676'NORTH, GO NORTHERLY 1.4 MILE TO A T-ROAD LEFT, TURN LEFT, GO 1.0
 TH0676'MILE TO A T-ROAD, TURN RIGHT, GO 0.6 MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0641 ***********************************************************************
 TH0641  DESIGNATION -  FPR 14 LB
 TH0641  PID         -  TH0641
 TH0641  STATE/COUNTY-  MT/ROOSEVELT
 TH0641  USGS QUAD   -  MORTARSTONE BLUFF (1989)
 TH0641
 TH0641                         *CURRENT SURVEY CONTROL
 TH0641  ___________________________________________________________________
 TH0641* NAD 83(1992)-  48 05 59.56409(N)    104 56 13.37498(W)     ADJUSTED  
 TH0641* NAVD 88     -       591.     (meters)    1939.     (feet)  VERTCON   
 TH0641  ___________________________________________________________________
 TH0641  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 TH0641  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 TH0641
 TH0641  HORZ ORDER  -  SECOND
 TH0641
 TH0641.The horizontal coordinates were established by classical geodetic methods
 TH0641.and adjusted by the National Geodetic Survey in July 1992..
 TH0641
 TH0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0641
 TH0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0641
 TH0641.The geoid height was determined by GEOID03.
 TH0641
 TH0641;                    North         East     Units Scale Factor Converg.
 TH0641;SPC MT       -   437,688.890   939,516.943   MT  0.99957328   +3 20 16.1
 TH0641;SPC MT       - 1,435,987.17  3,082,404.67   iFT  0.99957328   +3 20 16.1
 TH0641;UTM  13      - 5,327,403.364   504,686.820   MT  0.99960027   +0 02 48.7
 TH0641
 TH0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0641!SPC MT       -   0.99991021  x   0.99957328  =   0.99948353
 TH0641!UTM  13      -   0.99991021  x   0.99960027  =   0.99951052
 TH0641
 TH0641                          SUPERSEDED SURVEY CONTROL
 TH0641
 TH0641  NAD 83(1986)-  48 05 59.56171(N)    104 56 13.37006(W) AD(       ) 2
 TH0641  NAD 27      -  48 05 59.49138(N)    104 56 11.47120(W) AD(       ) 2
 TH0641  NGVD 29 (07/19/86)  590.     (m)         1936.     (f) VERT ANG       
 TH0641
 TH0641.Superseded values are not recommended for survey control.
 TH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0641.See file dsdata.txt to determine how the superseded data were derived.
 TH0641
 TH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP0468727403(NAD 83)
 TH0641_MARKER: DD = SURVEY DISK
 TH0641_SETTING: 0 = UNSPECIFIED SETTING
 TH0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0641
 TH0641  HISTORY     - Date     Condition        Report By
 TH0641  HISTORY     - 1948     MONUMENTED       USE
 TH0641  HISTORY     - 1973     GOOD             NGS
 TH0641
 TH0641                          STATION DESCRIPTION
 TH0641
 TH0641'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0641'THIS IS A TRAVERSE STATION.
 TH0641'
 TH0641'THE STATION IS 3-1/2 MILES SOUTH-SOUTHWEST OF BROCKTON, ON THE WEST
 TH0641'BANK OF THE MISSOURI RIVER, NEAR THE S.E. 1/4 SEC 12, T. 27 N.,
 TH0641'R. 52 E., AND ON LAND OWNED BY GEORGE EDER.  IT IS ABOUT 110 FEET
 TH0641'WEST OF THE RIVER AND 8 FEET WEST OF THE APPROXIMATE CENTERLINE
 TH0641'OF THE TRACK ROAD.  THE MARK IS A STANDARD BRONZE DISK OF THE
 TH0641'UNITED STATES ENGINEER DEPARTMENT FASTENED TO THE TOP OF A
 TH0641'4-INCH IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED F
 TH0641'P R 14.
 TH0641'
 TH0641'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MORTAR
 TH0641'L.B. AND THE DISTANCE WAS FOUND TO BE 42.987 METERS OR 141.03 FEET.
 TH0641'
 TH0641'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BROCKTON, GO WEST
 TH0641'ON U.S. HIGHWAY 2 FOR 0.2 MILE TO A GRAVEL ROAD LEFT OPPOSITE A
 TH0641'SERVICE STATION, BEAR LEFT, GO 0.1 MILE TO A RAILROAD CROSSING,
 TH0641'CROSS THE TRACKS, BEAR RIGHT, 0.05 MILE TO A FORK, TAKE THE LEFT
 TH0641'ROAD, GO 0.35 MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 1.2
 TH0641'MILES TO A FARM ROAD LEFT, TURN LEFT, GO 0.05 MILE, BEAR RIGHT,
 TH0641'GO 0.05 MILE, BEAR RIGHT AND GO 0.05 MILE, TO A WATER HOLE ON
 TH0641'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A BOARD
 TH0641'GATE, PASS THROUGH THE GATE, BEAR RIGHT AND GO SOUTHERLY ON THE
 TH0641'MAIN TRAVELED ROAD (DISREGARDING ALL CROSS TRAILS AND FORKS)
 TH0641'FOR 2.10 MILES TO A CURVE IN THE ROAD WHICH IS 0.1 MILE EAST OF AN
 TH0641'INDIAN HUT, GO THROUGH A FENCE AT THIS POINT, BEAR LEFT AND
 TH0641'FOLLOW A TRACK ROAD AND A CLEARING FOR 0.3 MILE TO THE
 TH0641'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST 0.2 MILE TO THE MARK.
 TH0641
 TH0641                          STATION RECOVERY (1973)
 TH0641
 TH0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TH0641'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 141.03 FEET EAST
 TH0641'OF TRIANGULATION STATION MORTAR L.B.  FOR GENERAL LOCATION,
 TH0641'DESCRIPTION OF THE MARK AND DIRECTIONS TO REACH, SEE THE 1973
 TH0641'RECOVERY NOTE FOR TRIANGULATION STATION MORTAR L.B.
 TH0641'
 TH0641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 TH0641'SOUTH-SOUTHWEST OF BROCKTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0640 ***********************************************************************
 TH0640  DESIGNATION -  FPR 14 RB
 TH0640  PID         -  TH0640
 TH0640  STATE/COUNTY-  MT/RICHLAND
 TH0640  USGS QUAD   -  MORTARSTONE BLUFF (1989)
 TH0640
 TH0640                         *CURRENT SURVEY CONTROL
 TH0640  ___________________________________________________________________
 TH0640* NAD 83(1992)-  48 05 56.63297(N)    104 56 03.96455(W)     ADJUSTED  
 TH0640* NAVD 88     -       596.     (meters)    1955.     (feet)  VERTCON   
 TH0640  ___________________________________________________________________
 TH0640  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 TH0640  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 TH0640
 TH0640  HORZ ORDER  -  SECOND
 TH0640
 TH0640.The horizontal coordinates were established by classical geodetic methods
 TH0640.and adjusted by the National Geodetic Survey in July 1992..
 TH0640
 TH0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0640
 TH0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0640
 TH0640.The geoid height was determined by GEOID03.
 TH0640
 TH0640;                    North         East     Units Scale Factor Converg.
 TH0640;SPC MT       -   437,609.884   939,716.496   MT  0.99957301   +3 20 23.0
 TH0640;SPC MT       - 1,435,727.97  3,083,059.37   iFT  0.99957301   +3 20 23.0
 TH0640;UTM  13      - 5,327,313.030   504,881.513   MT  0.99960029   +0 02 55.7
 TH0640
 TH0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0640!SPC MT       -   0.99990943  x   0.99957301  =   0.99948248
 TH0640!UTM  13      -   0.99990943  x   0.99960029  =   0.99950975
 TH0640
 TH0640                          SUPERSEDED SURVEY CONTROL
 TH0640
 TH0640  NAD 83(1986)-  48 05 56.63060(N)    104 56 03.95968(W) AD(       ) 2
 TH0640  NAD 27      -  48 05 56.56033(N)    104 56 02.06154(W) AD(       ) 2
 TH0640  NGVD 29 (07/19/86)  595.     (m)         1952.     (f) VERT ANG       
 TH0640
 TH0640.Superseded values are not recommended for survey control.
 TH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0640.See file dsdata.txt to determine how the superseded data were derived.
 TH0640
 TH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP0488227313(NAD 83)
 TH0640_MARKER: DD = SURVEY DISK
 TH0640_SETTING: 0 = UNSPECIFIED SETTING
 TH0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0640
 TH0640  HISTORY     - Date     Condition        Report By
 TH0640  HISTORY     - 1948     MONUMENTED       USE
 TH0640  HISTORY     - 1972     GOOD             USGS
 TH0640
 TH0640                          STATION DESCRIPTION
 TH0640
 TH0640'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0640'THIS IS A TRAVERSE STATION.
 TH0640'
 TH0640'THE STATION IS 4-1/2 MILES SOUTH OF BROCKTON, ABOUT 100 FEET EAST
 TH0640'OF THE MISSOURI RIVER, IN THE S.W. 1/4 SEC. 7, T. 27 N., R. 53 E.,
 TH0640'AND ON LAND OWNED BY FRANK R. RUFFATO.  THE MARK IS A STANDARD
 TH0640'BRONZE DISK OF THE UNITED STATES ENGINEER DEPARTMENT FASTENED TO
 TH0640'THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 10 INCHES.  THE DISK
 TH0640'IS STAMPED F P R 14.
 TH0640'
 TH0640'A TRAVERSE WAS MADE FROM TRIANGULATION STATION MORTAR R.B. AND
 TH0640'THE DISTANCE WAS FOUND TO BE 62.851 METERS OR 206.20 FEET.
 TH0640'
 TH0640'TO REACH THE STATION FROM THE FORT PECK FERRY WHICH IS 1 MILE WEST
 TH0640'AND 3 MILES SOUTH OF POPLAR, CROSS THE RIVER BY FERRY AND GO 0.1
 TH0640'MILE SOUTH, TURN LEFT, GO EAST 1.0 MILE TO A T-ROAD, TURN RIGHT,
 TH0640'GO SOUTH 0.2 MILE TO A SCHOOL HOUSE AND A T-ROAD, TURN LEFT AND
 TH0640'FOLLOW THE MAIN TRAVELED ROAD EASTERLY 6.95 MILES TO ANOTHER
 TH0640'SCHOOL HOUSE, CONTINUE STRAIGHT AHEAD FOR 4.15 MILES TO A T-ROAD
 TH0640'LEFT AT A CATTLE GUARD, TURN LEFT, EAST, AND GO 0.9 MILE TO A
 TH0640'FORK, TURN LEFT, GO 2.35 MILES TO A CROSSROADS AT A MAIL BOX IN AN
 TH0640'OIL DRUM ON THE RIGHT, TURN LEFT, NORTH, GO 2.3 MILES TO A
 TH0640'T-ROAD RIGHT, TURN RIGHT, GO EAST 1.4 MILES TO A T-ROAD, BEAR LEFT,
 TH0640'GO NORTHERLY 3.3 MILES TO A T-ROAD, TURN RIGHT, GO NORTH 1.95
 TH0640'MILES TO A CROSSROADS, TURN LEFT, WEST, GO 0.5 MILE TO A
 TH0640'DRIVEWAY LEADING TO A WINDMILL AND A LARGE RED BARN, TURN LEFT,
 TH0640'GO 0.1 MILE TO A GATE EAST OF THE WINDMILL, PASS THROUGH THE
 TH0640'GATE, GO 0.1 MILE TO THE SOUTH END OF THE BARN, BEAR RIGHT, GO
 TH0640'0.05 MILE, BEAR LEFT AND FOLLOW THE TRACK ROAD ALONG THE
 TH0640'NORTH SIDE OF A FENCE FOR 1.3 MILES TO A NORTH-SOUTH FENCE AND A
 TH0640'GATE ON THE LEFT, TURN LEFT, PASS THROUGH THE GATE AND GO 0.1
 TH0640'MILE TO A GATE ON THE RIGHT, PASS THROUGH THE GATE AND PASS
 TH0640'AROUND AN OLD BUILDING AND FOLLOW THE TRACK ROAD ALONG THE
 TH0640'SOUTH SIDE OF A FENCE FOR 0.15 MILE TO A GATE, PASS THROUGH THE
 TH0640'GATE, BEAR RIGHT, GO WEST 1.2 MILES TO THE MARK.
 TH0640
 TH0640                          STATION RECOVERY (1972)
 TH0640
 TH0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JHM)
 TH0640'FROM THE JCT. OF U.S. HIGHWAY NO. 2 AND STATE SECONDARY NO. 480 1.0
 TH0640'MI EAST OF SPROLE, SO SOUTH ALONG NO. 480 4.9 MI TO T-JCT, THENCE
 TH0640'EAST 0.5 MI, THENCE NORTH ALONG COUNTY ROAD 0.9 MI TO T-JCT, THENCE
 TH0640'EAST AND NORTH 3.2 MI, THENCE EAST AND NORTH ALONG COUNTY ROAD
 TH0640'3.0 MI TO SECOND MAIN CREST OF ROAD, CONTINUE 0.1 MI TO FOOT OF
 TH0640'HILL, THENCE LEFT AT A OLD TURN-OFF THENCE LEFT AND SOUTHWEST
 TH0640'PARALLEL TO MISSOURI RIVER 0.15 MI TO SMALL BLUFF AND MARK JUST
 TH0640'AHEAD AND SLIGHTLY UP THE SLOPE OF A SMALL HILL, ABOUT 75 FT
 TH0640'EAST OF THE RIVER.
 TH0640'
 TH0640'DIRECTION AND DISTANCE--3-1/2 MILES SOUTH OF BROCKTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0615 ***********************************************************************
 TH0615  DESIGNATION -  FPR 15 LB
 TH0615  PID         -  TH0615
 TH0615  STATE/COUNTY-  MT/ROOSEVELT
 TH0615  USGS QUAD   -  CULBERTSON (1989)
 TH0615
 TH0615                         *CURRENT SURVEY CONTROL
 TH0615  ___________________________________________________________________
 TH0615* NAD 83(1992)-  48 07 36.93584(N)    104 32 51.61768(W)     ADJUSTED  
 TH0615* NAVD 88     -       583.     (meters)    1913.     (feet)  VERTCON   
 TH0615  ___________________________________________________________________
 TH0615  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 TH0615  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 TH0615
 TH0615  HORZ ORDER  -  SECOND
 TH0615
 TH0615.The horizontal coordinates were established by classical geodetic methods
 TH0615.and adjusted by the National Geodetic Survey in July 1992..
 TH0615
 TH0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0615
 TH0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0615
 TH0615.The geoid height was determined by GEOID03.
 TH0615
 TH0615;                    North         East     Units Scale Factor Converg.
 TH0615;SPC MT       -   442,448.862   968,262.394   MT  0.99958242   +3 37 21.5
 TH0615;SPC MT       - 1,451,603.88  3,176,713.89   iFT  0.99958242   +3 37 21.5
 TH0615;UTM  13      - 5,330,506.681   533,658.780   MT  0.99961392   +0 20 12.5
 TH0615
 TH0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0615!SPC MT       -   0.99991149  x   0.99958242  =   0.99949395
 TH0615!UTM  13      -   0.99991149  x   0.99961392  =   0.99952544
 TH0615
 TH0615                          SUPERSEDED SURVEY CONTROL
 TH0615
 TH0615  NAD 83(1986)-  48 07 36.93360(N)    104 32 51.61289(W) AD(       ) 2
 TH0615  NAD 27      -  48 07 36.86345(N)    104 32 49.76991(W) AD(       ) 2
 TH0615  NGVD 29 (07/19/86)  582.     (m)         1909.     (f) VERT ANG       
 TH0615
 TH0615.Superseded values are not recommended for survey control.
 TH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0615.See file dsdata.txt to determine how the superseded data were derived.
 TH0615
 TH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3365930507(NAD 83)
 TH0615_MARKER: P = PIPE CAP
 TH0615_SETTING: 0 = UNSPECIFIED SETTING
 TH0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0615
 TH0615  HISTORY     - Date     Condition        Report By
 TH0615  HISTORY     - 1948     MONUMENTED       USE
 TH0615
 TH0615                          STATION DESCRIPTION
 TH0615
 TH0615'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0615'THIS IS A TRAVERSE STATION.
 TH0615'
 TH0615'LOCATED ABOUT 2 MILES SOUTHWEST OF CULBERTSON ON THE NORTH BANK OF
 TH0615'THE MISSOURI RIVER IN THE NE 1/4 SEC. 1, T 27 N, R 55 E ON LAND
 TH0615'OWNED BY MR. EDDIE TSCHABOLD, 3 FEET EAST OF A WIRE FENCE AND
 TH0615'24.530 METERS, 80.48 FT, NORTH-NORTHWEST OF TRIANGULATION STATION
 TH0615'CULBERTSON L B.  IT IS A U.S.E.D. CAP ON A 2-1/2 INCH IRON PIPE
 TH0615'THAT PROJECTS 12 INCHES.  IT IS STAMPED FPR 15.  IT IS LOCATED
 TH0615'BY DISTANCE AND DIRECTION FROM TRIANGULATION STATION CULBERTSON
 TH0615'L B, ON THE NORTHERN OR LEFT BANK OF THE RIVER.
 TH0615'
 TH0615'TO REACH THE STATION FROM THE ARMORY IN CULBERTSON, GO FIRST SOUTH
 TH0615'THEN WEST ON U.S. HIGHWAY NO.2 FOR 0.2 MILE TO THE SORBY IMPLEMENT
 TH0615'CO. ON THE LEFT.  THEN LEFT, SOUTH 0.25 MILE.  THEN RIGHT,
 TH0615'SOUTHERLY, 0.65 MILE.  THEN RIGHT, WEST, 1.5 MILE.  THEN LEFT,
 TH0615'SOUTH, 0.25 MILE.  THEN LEAVE THE ROAD, GO FIRST WEST THEN
 TH0615'SOUTH, ON THE SOUTH SIDE OF A WIRE FENCE FOR 0.2 MILE TO
 TH0615'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0624 ***********************************************************************
 TH0624  DESIGNATION -  FPR 15 RB
 TH0624  PID         -  TH0624
 TH0624  STATE/COUNTY-  MT/RICHLAND
 TH0624  USGS QUAD   -  DUGOUT CREEK (1989)
 TH0624
 TH0624                         *CURRENT SURVEY CONTROL
 TH0624  ___________________________________________________________________
 TH0624* NAD 83(1992)-  48 07 19.49952(N)    104 32 47.37155(W)     ADJUSTED  
 TH0624* NAVD 88     -       581.     (meters)    1906.     (feet)  VERTCON   
 TH0624  ___________________________________________________________________
 TH0624  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 TH0624  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 TH0624
 TH0624  HORZ ORDER  -  SECOND
 TH0624
 TH0624.The horizontal coordinates were established by classical geodetic methods
 TH0624.and adjusted by the National Geodetic Survey in July 1992..
 TH0624
 TH0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0624
 TH0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0624
 TH0624.The geoid height was determined by GEOID03.
 TH0624
 TH0624;                    North         East     Units Scale Factor Converg.
 TH0624;SPC MT       -   441,917.156   968,384.008   MT  0.99958077   +3 37 24.6
 TH0624;SPC MT       - 1,449,859.44  3,177,112.89   iFT  0.99958077   +3 37 24.6
 TH0624;UTM  13      - 5,329,968.861   533,749.720   MT  0.99961400   +0 20 15.6
 TH0624
 TH0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0624!SPC MT       -   0.99991180  x   0.99958077  =   0.99949261
 TH0624!UTM  13      -   0.99991180  x   0.99961400  =   0.99952584
 TH0624
 TH0624                          SUPERSEDED SURVEY CONTROL
 TH0624
 TH0624  NAD 83(1986)-  48 07 19.49736(N)    104 32 47.36675(W) AD(       ) 2
 TH0624  NAD 27      -  48 07 19.42700(N)    104 32 45.50632(W) AD(       ) 2
 TH0624  NGVD 29 (07/19/86)  580.     (m)         1903.     (f) VERT ANG       
 TH0624
 TH0624.Superseded values are not recommended for survey control.
 TH0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0624.See file dsdata.txt to determine how the superseded data were derived.
 TH0624
 TH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP3375029969(NAD 83)
 TH0624_MARKER: DD = SURVEY DISK
 TH0624_SETTING: 0 = UNSPECIFIED SETTING
 TH0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0624
 TH0624  HISTORY     - Date     Condition        Report By
 TH0624  HISTORY     - 1948     MONUMENTED       USE
 TH0624
 TH0624                          STATION DESCRIPTION
 TH0624
 TH0624'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0624'THIS IS A TRAVERSE STATION.
 TH0624'
 TH0624'THE STATION IS LOCATED 2 MILES SOUTHWEST OF CULBERTSON, ON THE SOUTH
 TH0624'BANK OF THE MISSOURI RIVER, IN THE S.E. 1/4 SEC. 1, T. 27 N., R 55
 TH0624'E, AND ON LAND OWNED BY K.R. HILL.  THE MARK IS A STANDARD BRONZE
 TH0624'DISK OF THE UNITED STATES ENGINEERS DEPARTMENT WELDED TO THE TOP
 TH0624'OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS
 TH0624'STAMPED F P R 15.
 TH0624'
 TH0624'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TH0624'CULBERTSON R.B. AND THE DISTANCE WAS FOUND TO BE 24.771 METERS OR
 TH0624'81.27 FEET.
 TH0624'
 TH0624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TH0624'HIGHWAY 16 IN CULBERTSON, GO SOUTHERLY ON HIGHWAY 16 FOR 4.2 MILES
 TH0624'TO A GRAVEL ROAD RIGHT AT A SIGN JENNISON COAL COMPANY, TURN
 TH0624'RIGHT AND GO WESTERLY 2.2 MILES, CONTINUE WEST FOR 0.8 MILE TO A
 TH0624'SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD 0.6 MILE TO A FARM ROAD
 TH0624'RIGHT, TURN RIGHT AND GO 0.6 MILE TO THE FARMYARD ENTRANCE
 TH0624'DRIVEWAY, TURN RIGHT AND GO ABOUT 75 YARDS TO A BOARD GATE ADJACENT
 TH0624'TO A BARN, PASS THROUGH THE GATE AND GO 0.1 MILE TO ANOTHER
 TH0624'GATE, PASS THROUGH THE GATE, BEAR LEFT AND GO NORTH ON A TRACK
 TH0624'ROAD FOR 0.4 MILE TO THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0601 ***********************************************************************
 TH0601  DESIGNATION -  FPR 16 LB
 TH0601  PID         -  TH0601
 TH0601  STATE/COUNTY-  MT/ROOSEVELT
 TH0601  USGS QUAD   -  CEDAR COULEE (1989)
 TH0601
 TH0601                         *CURRENT SURVEY CONTROL
 TH0601  ___________________________________________________________________
 TH0601* NAD 83(1992)-  48 02 51.25284(N)    104 16 47.02698(W)     ADJUSTED  
 TH0601* NAVD 88     -       584.     (meters)    1916.     (feet)  VERTCON   
 TH0601  ___________________________________________________________________
 TH0601  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 TH0601  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 TH0601
 TH0601  HORZ ORDER  -  SECOND
 TH0601
 TH0601.The horizontal coordinates were established by classical geodetic methods
 TH0601.and adjusted by the National Geodetic Survey in July 1992..
 TH0601
 TH0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0601
 TH0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0601
 TH0601.The geoid height was determined by GEOID03.
 TH0601
 TH0601;                    North         East     Units Scale Factor Converg.
 TH0601;SPC MT       -   434,942.252   988,745.593   MT  0.99955626   +3 49 07.1
 TH0601;SPC MT       - 1,426,975.89  3,243,915.99   iFT  0.99955626   +3 49 07.1
 TH0601;UTM  13      - 5,321,838.414   553,679.363   MT  0.99963541   +0 32 08.4
 TH0601
 TH0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0601!SPC MT       -   0.99991134  x   0.99955626  =   0.99946764
 TH0601!UTM  13      -   0.99991134  x   0.99963541  =   0.99954678
 TH0601
 TH0601                          SUPERSEDED SURVEY CONTROL
 TH0601
 TH0601  NAD 83(1986)-  48 02 51.25221(N)    104 16 47.02536(W) AD(       ) 2
 TH0601  NAD 27      -  48 02 51.18270(N)    104 16 45.22307(W) AD(       ) 2
 TH0601  NGVD 29 (07/19/86)  583.     (m)         1913.     (f) VERT ANG       
 TH0601
 TH0601.Superseded values are not recommended for survey control.
 TH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0601.See file dsdata.txt to determine how the superseded data were derived.
 TH0601
 TH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP5367921838(NAD 83)
 TH0601_MARKER: DD = SURVEY DISK
 TH0601_SETTING: 0 = UNSPECIFIED SETTING
 TH0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0601
 TH0601  HISTORY     - Date     Condition        Report By
 TH0601  HISTORY     - 1948     MONUMENTED       USE
 TH0601
 TH0601                          STATION DESCRIPTION
 TH0601
 TH0601'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0601'THIS IS A TRAVERSE STATION.
 TH0601'
 TH0601'THE STATION IS LOCATED 13 MILES SOUTHEAST OF CULBERTSON, ON THE
 TH0601'NORTH BANK OF THE MISSOURI RIVER, NEAR THREE SMALL COAL MINE
 TH0601'SHAFTS, IN SEC. 31, T 27 N., R 58 E, AND ON LAND OWNED BY CARL
 TH0601'HARMON.  IT IS 33 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 TH0601'CENTERLINE OF THE TRACK ROAD.  THE MARK IS A STANDARD BRONZE DISK
 TH0601'OF THE UNITED STATES ENGINEERS DEPARTMENT WELDED TO THE TOP
 TH0601'OF A 4-INCH IRON PIPE THAT PROJECTS 10 INCHES.  THE DISK IS
 TH0601'STAMPED F P R 16.
 TH0601'
 TH0601'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION THREE
 TH0601'MINE AND THE DISTANCE WAS FOUND TO BE 27.266 METERS OR 89.46 FEET.
 TH0601'
 TH0601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TH0601'HIGHWAY 16 IN CULBERTSON, GO EAST ON HIGHWAY 2 FOR 11.0 MILES TO A
 TH0601'T-ROAD RIGHT, TURN RIGHT, CROSS THE RAILROAD TRACKS AND GO SOUTH
 TH0601'ON THE MAIN TRAVELED ROAD 3.0 MILES, BEAR LEFT, GO 4.6 MILES TO A
 TH0601'Y INTERSECTION, TURN LEFT AND FOLLOW A TRACK ROAD 0.2 MILE TO A
 TH0601'GATE, PASS THROUGH THE GATE AND CONTINUE EASTERLY 0.5 MILE TO A
 TH0601'GATE AND A CATTLE GUARD, CROSS THE CATTLE-GUARD, BEAR RIGHT AND
 TH0601'GO EASTERLY 0.6 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0602 ***********************************************************************
 TH0602  DESIGNATION -  FPR 16 RB
 TH0602  PID         -  TH0602
 TH0602  STATE/COUNTY-  MT/RICHLAND
 TH0602  USGS QUAD   -  CEDAR COULEE (1989)
 TH0602
 TH0602                         *CURRENT SURVEY CONTROL
 TH0602  ___________________________________________________________________
 TH0602* NAD 83(1992)-  48 02 38.17948(N)    104 16 59.41119(W)     ADJUSTED  
 TH0602* NAVD 88     -       579.     (meters)    1900.     (feet)  VERTCON   
 TH0602  ___________________________________________________________________
 TH0602  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TH0602  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 TH0602
 TH0602  HORZ ORDER  -  SECOND
 TH0602
 TH0602.The horizontal coordinates were established by classical geodetic methods
 TH0602.and adjusted by the National Geodetic Survey in July 1992..
 TH0602
 TH0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0602
 TH0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0602
 TH0602.The geoid height was determined by GEOID03.
 TH0602
 TH0602;                    North         East     Units Scale Factor Converg.
 TH0602;SPC MT       -   434,522.469   988,516.658   MT  0.99955511   +3 48 58.1
 TH0602;SPC MT       - 1,425,598.65  3,243,164.89   iFT  0.99955511   +3 48 58.1
 TH0602;UTM  13      - 5,321,432.398   553,426.744   MT  0.99963507   +0 31 59.1
 TH0602
 TH0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0602!SPC MT       -   0.99991212  x   0.99955511  =   0.99946727
 TH0602!UTM  13      -   0.99991212  x   0.99963507  =   0.99954723
 TH0602
 TH0602                          SUPERSEDED SURVEY CONTROL
 TH0602
 TH0602  NAD 83(1986)-  48 02 38.17887(N)    104 16 59.40954(W) AD(       ) 2
 TH0602  NAD 27      -  48 02 38.10942(N)    104 16 57.60688(W) AD(       ) 2
 TH0602  NGVD 29 (07/19/86)  578.     (m)         1896.     (f) VERT ANG       
 TH0602
 TH0602.Superseded values are not recommended for survey control.
 TH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0602.See file dsdata.txt to determine how the superseded data were derived.
 TH0602
 TH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP5342721432(NAD 83)
 TH0602_MARKER: DD = SURVEY DISK
 TH0602_SETTING: 0 = UNSPECIFIED SETTING
 TH0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0602
 TH0602  HISTORY     - Date     Condition        Report By
 TH0602  HISTORY     - 1948     MONUMENTED       USE
 TH0602
 TH0602                          STATION DESCRIPTION
 TH0602
 TH0602'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0602'THIS IS A TRAVERSE STATION.
 TH0602'
 TH0602'THE STATION IS 13 MILES SOUTHEAST OF CULBERTSON, NEAR THE SOUTH
 TH0602'EDGE OF SEC. 31, T 27 N., R 58 E.  IT IS ABOUT 75 YARDS SOUTHWEST
 TH0602'OF THE MISSOURI RIVER, 9 FEET SOUTH OF A 10-INCH COTTONWOOD TREE
 TH0602'AND 3 FEET SOUTHEAST OF A BLAZED 4-INCH WILLOW TREE.  THE MARK IS A
 TH0602'STANDARD BRONZE DISK OF THE UNITED STATES ENGINEERS
 TH0602'DEPARTMENT, WELDED TO THE TOP OF A 3-INCH IRON PIPE THAT
 TH0602'PROJECTS 6 INCHES.  THE DISK IS STAMPED F P R 16.
 TH0602'
 TH0602'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OTIS AND
 TH0602'THE DISTANCE WAS FOUND TO BE 25.244 METERS OR 82.82 FEET.
 TH0602'
 TH0602'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TH0602'HIGHWAY 16 IN CULBERTSON, GO SOUTH ON HIGHWAY 16 FOR 19.8 MILES
 TH0602'TO A CROSSROADS AT SIOUX PASS, TURN LEFT AND GO EAST AND NORTH
 TH0602'0.65 MILE TO THE SIOUX PASS POST OFFICE, CONTINUE NORTH FOR 1.2
 TH0602'MILES TO A T-ROAD, CONTINUE NORTH 0.5 MILE TO A CATTLE GUARD,
 TH0602'CROSS THE CATTLE GUARD AND CONTINUE NORTHERLY 4.8 MILES TO A
 TH0602'CORRAL AND A DRAINAGE DITCH, CONTINUE ON THE TRACK ROAD 1.6 MILES
 TH0602'TO A GATE, PASS THROUGH THE GATE, BEAR LEFT AND GO 0.2 MILE TO
 TH0602'ANOTHER GATE, PASS THROUGH THE GATE, BEAR SHARP RIGHT AND GO 0.1
 TH0602'MILE, BEAR LEFT ALONG THE EDGE OF A CULTIVATED FIELD AND GO
 TH0602'0.65 MILE TO A GATE ON THE RIGHT, PASS THROUGH THE GATE AND
 TH0602'FOLLOW THE TRACK ROAD EASTERLY 0.2 MILE TO A GATE, PASS THROUGH
 TH0602'THE GATE, TURN SHARP LEFT AND GO NORTH ON A DIM ROAD 0.2 MILE TO A
 TH0602'DIM WOODS ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO THE STATION
 TH0602'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0586 ***********************************************************************
 TJ0586  DESIGNATION -  FPR 6A LB
 TJ0586  PID         -  TJ0586
 TJ0586  STATE/COUNTY-  MT/VALLEY
 TJ0586  USGS QUAD   -  KINTYRE (1972)
 TJ0586
 TJ0586                         *CURRENT SURVEY CONTROL
 TJ0586  ___________________________________________________________________
 TJ0586* NAD 83(1992)-  48 01 51.20039(N)    106 12 23.43983(W)     ADJUSTED  
 TJ0586* NAVD 88     -       621.     (meters)    2037.     (feet)  VERTCON   
 TJ0586  ___________________________________________________________________
 TJ0586  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TJ0586  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0586
 TJ0586  HORZ ORDER  -  SECOND
 TJ0586
 TJ0586.The horizontal coordinates were established by classical geodetic methods
 TJ0586.and adjusted by the National Geodetic Survey in July 1992..
 TJ0586
 TJ0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0586
 TJ0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0586
 TJ0586.The geoid height was determined by GEOID03.
 TJ0586
 TJ0586;                    North         East     Units Scale Factor Converg.
 TJ0586;SPC MT       -   425,290.045   845,448.395   MT  0.99955101   +2 24 33.1
 TJ0586;SPC MT       - 1,395,308.55  2,773,780.82   iFT  0.99955101   +2 24 33.1
 TJ0586;UTM  13      - 5,320,437.583   410,054.132   MT  0.99969941   -0 53 49.6
 TJ0586
 TJ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0586!SPC MT       -   0.99990540  x   0.99955101  =   0.99945645
 TJ0586!UTM  13      -   0.99990540  x   0.99969941  =   0.99960483
 TJ0586
 TJ0586                          SUPERSEDED SURVEY CONTROL
 TJ0586
 TJ0586  NAD 83(1986)-  48 01 51.20049(N)    106 12 23.43189(W) AD(       ) 2
 TJ0586  NAD 27      -  48 01 51.13597(N)    106 12 21.33955(W) AD(       ) 2
 TJ0586  NGVD 29 (07/19/86)  620.     (m)         2034.     (f) VERT ANG       
 TJ0586
 TJ0586.Superseded values are not recommended for survey control.
 TJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0586.See file dsdata.txt to determine how the superseded data were derived.
 TJ0586
 TJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1005420438(NAD 83)
 TJ0586_MARKER: DD = SURVEY DISK
 TJ0586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0586_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TJ0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0586
 TJ0586  HISTORY     - Date     Condition        Report By
 TJ0586  HISTORY     - 1948     MONUMENTED       CGS
 TJ0586
 TJ0586                          STATION DESCRIPTION
 TJ0586
 TJ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0586'THIS IS A TRAVERSE STATION.
 TJ0586'
 TJ0586'THE STATION IS 11-1/2 MILES SOUTHEAST OF NASHUA, 1/2 MILE NORTH
 TJ0586'OF THE MISSOURI RIVER, IN THE N.W. 1/4 SEC. 8, T. 26 N., R. 43 E.,
 TJ0586'ON LAND OWNED BY THE UNITED STATES GOVERNMENT AND LEASED BY BEN
 TJ0586'DYKSKA.  IT IS 7 FEET SOUTHEAST OF A 36-INCH COTTONWOOD TREE.
 TJ0586'THE MARK IS A STANDARD UNITED STATES ENGINEER DEPARTMENT BRONZE
 TJ0586'DISK FASTENED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 18
 TJ0586'INCHES.  THE DISK IS STAMPED 6 A 1947.
 TJ0586'
 TJ0586'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FARMER
 TJ0586'L.B. AND THE DISTANCE WAS FOUND TO BE 17.223 METERS OR 56.51 FEET
 TJ0586'SOUTHWEST OF THE SAID STATION.
 TJ0586'
 TJ0586'TO REACH THE STATION FROM THE POST OFFICE IN NASHUA, GO NORTH 0.3
 TJ0586'MILE TO U.S. HIGHWAY 2, TURN RIGHT, GO EAST ON HIGHWAY 2 FOR 5.55
 TJ0586'MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT, GO SOUTH 0.4 MILE TO THE
 TJ0586'WIOTA RAILROAD STATION AND A RAILROAD CROSSING, CROSS TRACKS,
 TJ0586'TURN LEFT ON A GRAVEL ROAD AND GO EAST 2.0 MILE TO A CROSSROADS,
 TJ0586'TURN LEFT, GO EAST AND SOUTH FOR 3.0 MILES TO A CROSSROADS, TURN
 TJ0586'LEFT, GO 1.0 MILE TO A CROSSROADS AT A FENCE CORNER, TURN
 TJ0586'RIGHT, FOLLOW THE MAIN TRACK ROAD SOUTHEASTERLY FOR 0.65 MILE
 TJ0586'TO A GATE AT A FARM HOUSE, PASS THROUGH THE GATE AND BEAR RIGHT
 TJ0586'OF THE FARM HOUSE AND FOLLOW THE TRACK ROAD SOUTH 0.25 MILE TO A
 TJ0586'GATE, PASS THROUGH THE GATE, BEAR LEFT AND GO SOUTHEASTERLY
 TJ0586'0.3 MILE TO A FORK, BEAR RIGHT, GO SOUTH 0.25 MILE TO A FORK,
 TJ0586'BEAR RIGHT, GO WEST 0.1 MILE TO A CORRAL AND A FORK, BEAR RIGHT
 TJ0586'AND CONTINUE WEST 0.2 MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0584 ***********************************************************************
 TJ0584  DESIGNATION -  FPR 6A RB
 TJ0584  PID         -  TJ0584
 TJ0584  STATE/COUNTY-  MT/MCCONE
 TJ0584  USGS QUAD   -  KINTYRE (1972)
 TJ0584
 TJ0584                         *CURRENT SURVEY CONTROL
 TJ0584  ___________________________________________________________________
 TJ0584* NAD 83(1992)-  48 01 31.22599(N)    106 12 17.26633(W)     ADJUSTED  
 TJ0584* NAVD 88     -       619.     (meters)    2031.     (feet)  VERTCON   
 TJ0584  ___________________________________________________________________
 TJ0584  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 TJ0584  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0584
 TJ0584  HORZ ORDER  -  SECOND
 TJ0584
 TJ0584.The horizontal coordinates were established by classical geodetic methods
 TJ0584.and adjusted by the National Geodetic Survey in July 1992..
 TJ0584
 TJ0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0584
 TJ0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0584
 TJ0584.The geoid height was determined by GEOID03.
 TJ0584
 TJ0584;                    North         East     Units Scale Factor Converg.
 TJ0584;SPC MT       -   424,679.307   845,602.056   MT  0.99954928   +2 24 37.6
 TJ0584;SPC MT       - 1,393,304.81  2,774,284.96   iFT  0.99954928   +2 24 37.6
 TJ0584;UTM  13      - 5,319,818.907   410,172.331   MT  0.99969915   -0 53 44.7
 TJ0584
 TJ0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0584!SPC MT       -   0.99990571  x   0.99954928  =   0.99945503
 TJ0584!UTM  13      -   0.99990571  x   0.99969915  =   0.99960489
 TJ0584
 TJ0584                          SUPERSEDED SURVEY CONTROL
 TJ0584
 TJ0584  NAD 83(1986)-  48 01 31.22612(N)    106 12 17.25833(W) AD(       ) 2
 TJ0584  NAD 27      -  48 01 31.16107(N)    106 12 15.16585(W) AD(       ) 2
 TJ0584  NGVD 29 (07/19/86)  618.     (m)         2028.     (f) VERT ANG       
 TJ0584
 TJ0584.Superseded values are not recommended for survey control.
 TJ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0584.See file dsdata.txt to determine how the superseded data were derived.
 TJ0584
 TJ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1017219819(NAD 83)
 TJ0584_MARKER: DD = SURVEY DISK
 TJ0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0584_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TJ0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0584
 TJ0584  HISTORY     - Date     Condition        Report By
 TJ0584  HISTORY     - 1948     MONUMENTED       CGS
 TJ0584
 TJ0584                          STATION DESCRIPTION
 TJ0584
 TJ0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0584'THIS IS A TRAVERSE STATION.
 TJ0584'
 TJ0584'THE STATION IS LOCATED ON THE RIGHT BANK OF THE MISSOURI RIVER,
 TJ0584'ABOUT 8 MILES WEST-SOUTHWEST OF FRASER, 5-1/2 MILES SOUTHEAST OF THE
 TJ0584'WIOTA RAILROAD STATION, IN THE NORTHWEST QUARTER OF SEC. 8, T. 26
 TJ0584'N., R. 43 E., AND ON LAND OWNED BY JACK NICKELS.  IT IS 30 FEET
 TJ0584'SOUTH OF THE RIVER BANK AND 5 FEET EAST OF A 4-FOOT BENT
 TJ0584'COTTONWOOD TREE.  THE MARK IS A STANDARD BRONZE DISK OF THE U.S.
 TJ0584'ENGINEER DEPARTMENT FASTENED TO A 2-INCH IRON PIPE,
 TJ0584'PROJECTING 12 INCHES, AND STAMPED 6 A 1947.
 TJ0584'
 TJ0584'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FARMER
 TJ0584'R B TO THIS MARK.  IT IS 12.348 M. OR 40.51 FEET WEST-SOUTHWEST
 TJ0584'OF THE TRIANGULATION STATION.
 TJ0584'
 TJ0584'TO REACH THE STATION FROM THE EAST END OF THE SPILLWAY, WHICH IS
 TJ0584'ABOUT 5 MILES EAST OF FORT PECK, GO EASTERLY ON THE MAIN TRACK ROAD
 TJ0584'FOR 9.6 MILES TO A FORK, BEAR LEFT AND GO 2.9 MILES TO A T-ROAD AT
 TJ0584'A MAIL BOX AND A RED OIL DRUM OWNED BY JAMES TERRY ON THE LEFT,
 TJ0584'TURN LEFT AND FOLLOW A TRACK ROAD FOR 4.4 MILES TO A DIM TRACK
 TJ0584'ROAD ON THE LEFT, TURN LEFT AND GO 0.75 MILE TO A GATE AT AN
 TJ0584'ABANDONED RANCH HOUSE, TURN LEFT AND FOLLOW A FENCE FOR 0.05
 TJ0584'MILE, AND THEN TURN RIGHT AND GO NORTHERLY ACROSS A FIELD FOR
 TJ0584'0.35 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0581 ***********************************************************************
 TJ0581  DESIGNATION -  FPR 6C LB
 TJ0581  PID         -  TJ0581
 TJ0581  STATE/COUNTY-  MT/VALLEY
 TJ0581  USGS QUAD   -  FRAZER (1972)
 TJ0581
 TJ0581                         *CURRENT SURVEY CONTROL
 TJ0581  ___________________________________________________________________
 TJ0581* NAD 83(1992)-  48 00 48.99196(N)    106 05 52.17599(W)     ADJUSTED  
 TJ0581* NAVD 88     -       616.     (meters)    2021.     (feet)  VERTCON   
 TJ0581  ___________________________________________________________________
 TJ0581  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TJ0581  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0581
 TJ0581  HORZ ORDER  -  SECOND
 TJ0581
 TJ0581.The horizontal coordinates were established by classical geodetic methods
 TJ0581.and adjusted by the National Geodetic Survey in July 1992..
 TJ0581
 TJ0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0581
 TJ0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0581
 TJ0581.The geoid height was determined by GEOID03.
 TJ0581
 TJ0581;                    North         East     Units Scale Factor Converg.
 TJ0581;SPC MT       -   423,717.533   853,626.518   MT  0.99954566   +2 29 19.3
 TJ0581;SPC MT       - 1,390,149.39  2,800,611.94   iFT  0.99954566   +2 29 19.3
 TJ0581;UTM  13      - 5,318,395.842   418,129.127   MT  0.99968236   -0 48 57.8
 TJ0581
 TJ0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0581!SPC MT       -   0.99990618  x   0.99954566  =   0.99945188
 TJ0581!UTM  13      -   0.99990618  x   0.99968236  =   0.99958857
 TJ0581
 TJ0581                          SUPERSEDED SURVEY CONTROL
 TJ0581
 TJ0581  NAD 83(1986)-  48 00 48.99247(N)    106 05 52.16866(W) AD(       ) 2
 TJ0581  NAD 27      -  48 00 48.92894(N)    106 05 50.09406(W) AD(       ) 2
 TJ0581  NGVD 29 (07/19/86)  615.     (m)         2018.     (f) VERT ANG       
 TJ0581
 TJ0581.Superseded values are not recommended for survey control.
 TJ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0581.See file dsdata.txt to determine how the superseded data were derived.
 TJ0581
 TJ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1812918396(NAD 83)
 TJ0581_MARKER: DD = SURVEY DISK
 TJ0581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0581_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TJ0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0581
 TJ0581  HISTORY     - Date     Condition        Report By
 TJ0581  HISTORY     - 1948     MONUMENTED       CGS
 TJ0581
 TJ0581                          STATION DESCRIPTION
 TJ0581
 TJ0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0581'THIS IS A TRAVERSE STATION.
 TJ0581'
 TJ0581'LOCATED ABOUT 4-1/4 MILES SOUTHWEST OF FRAZER, IN THE NORTHWEST
 TJ0581'QUARTER OF SEC. 18, T. 26 N., R. 44 E., ON LAND OWNED BY THE U.S.
 TJ0581'AND LEASED BY MR. DAN HENDERSON, ON THE NORTH BANK OF THE MISSOURI
 TJ0581'RIVER, 64.9 FEET EAST-SOUTHEAST OF A WITNESS POST, AND 5 FEET
 TJ0581'NORTH OF AN EMBANKMENT.  IT IS A U.S.E.D. DISK STAMPED 6C 1947 ON
 TJ0581'THE TOP OF A 2-1/2-INCH IRON PIPE THAT PROJECTS 10 INCHES.  IT IS
 TJ0581'LOCATED BY TRAVERSE FROM TRIANGULATION STATION HUNGRY L B AND
 TJ0581'THE DISTANCE IS 21.875 METERS OR 71.77 FEET SOUTHEAST.
 TJ0581'
 TJ0581'TO REACH THE STATION FROM THE POST OFFICE IN FRAZER, GO EAST ABOUT
 TJ0581'1/2 A BLOCK.  THEN RIGHT, SOUTH, 0.15 MILE.  THEN LEFT, EAST, 0.2
 TJ0581'MILE.  THEN RIGHT, SOUTH, 0.9 MILE.  THEN RIGHT, WEST, 3.0 MILES.
 TJ0581'THEN LEFT, SOUTH, THROUGH A GATE AND FOR 1.3 MILES TO A FORK.
 TJ0581'THEN LEFT ROAD, SOUTH AND WEST, FOR 0.4 MILE TO A GATE.  THEN
 TJ0581'THROUGH GATE, SOUTHERLY, FOR 0.2 MILE TO A RANCH HOUSE.  AT THE
 TJ0581'SOUTH EDGE OF THE RANCH YARD, FOLLOW A DIM TRACK ROAD
 TJ0581'SOUTHEASTERLY FOR 0.3 MILE TO A POINT ABOUT 100 FEET SOUTH OF AN
 TJ0581'OLD LOG HOUSE.  THEN BEAR LEFT, EASTERLY, FOLLOW ALONG THE SOUTH
 TJ0581'SIDE OF A WIRE FENCE FOR 0.5 MILE TO A GATE ON THE LEFT.  THEN
 TJ0581'RIGHT, SOUTHERLY, FOR 0.2 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0580 ***********************************************************************
 TJ0580  DESIGNATION -  FPR 6C RB
 TJ0580  PID         -  TJ0580
 TJ0580  STATE/COUNTY-  MT/MCCONE
 TJ0580  USGS QUAD   -  FRAZER (1972)
 TJ0580
 TJ0580                         *CURRENT SURVEY CONTROL
 TJ0580  ___________________________________________________________________
 TJ0580* NAD 83(1992)-  48 00 27.71848(N)    106 05 11.94140(W)     ADJUSTED  
 TJ0580* NAVD 88     -       615.     (meters)    2018.     (feet)  VERTCON   
 TJ0580  ___________________________________________________________________
 TJ0580  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TJ0580  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0580
 TJ0580  HORZ ORDER  -  SECOND
 TJ0580
 TJ0580.The horizontal coordinates were established by classical geodetic methods
 TJ0580.and adjusted by the National Geodetic Survey in July 1992..
 TJ0580
 TJ0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0580
 TJ0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0580
 TJ0580.The geoid height was determined by GEOID03.
 TJ0580
 TJ0580;                    North         East     Units Scale Factor Converg.
 TJ0580;SPC MT       -   423,097.647   854,487.777   MT  0.99954386   +2 29 48.8
 TJ0580;SPC MT       - 1,388,115.64  2,803,437.59   iFT  0.99954386   +2 29 48.8
 TJ0580;UTM  13      - 5,317,727.247   418,953.332   MT  0.99968071   -0 48 27.6
 TJ0580
 TJ0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0580!SPC MT       -   0.99990634  x   0.99954386  =   0.99945024
 TJ0580!UTM  13      -   0.99990634  x   0.99968071  =   0.99958708
 TJ0580
 TJ0580                          SUPERSEDED SURVEY CONTROL
 TJ0580
 TJ0580  NAD 83(1986)-  48 00 27.71906(N)    106 05 11.93411(W) AD(       ) 2
 TJ0580  NAD 27      -  48 00 27.65576(N)    106 05 09.86102(W) AD(       ) 2
 TJ0580  NGVD 29 (07/19/86)  614.     (m)         2014.     (f) VERT ANG       
 TJ0580
 TJ0580.Superseded values are not recommended for survey control.
 TJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0580.See file dsdata.txt to determine how the superseded data were derived.
 TJ0580
 TJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1895317727(NAD 83)
 TJ0580_MARKER: DD = SURVEY DISK
 TJ0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0580_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TJ0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0580
 TJ0580  HISTORY     - Date     Condition        Report By
 TJ0580  HISTORY     - 1948     MONUMENTED       CGS
 TJ0580  HISTORY     - 1973     GOOD             NGS
 TJ0580
 TJ0580                          STATION DESCRIPTION
 TJ0580
 TJ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0580'THIS IS A TRAVERSE STATION.
 TJ0580'
 TJ0580'THE STATION IS 4-1/4 MILES SOUTHWEST OF FRAZER, IN THE N.E. 1/4
 TJ0580'SEC. 18, T. 26 N., R. 44 E., AND ON LAND OWNED BY GEORGE BARTCH.
 TJ0580'THE MARK IS A STANDARD UNITED STATES ENGINEER DEPARTMENT BRONZE
 TJ0580'DISK FASTENED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 5
 TJ0580'INCHES.  THE DISK IS STAMPED 6 C 1947.
 TJ0580'
 TJ0580'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TJ0580'HUNGRY R.B. AND THE DISTANCE WAS FOUND TO BE 16.180 METERS OR
 TJ0580'53.08 FEET NORTHWEST OF THE SAID TRIANGULATION STATION.
 TJ0580'
 TJ0580'TO REACH THE STATION FROM THE EAST END OF THE SPILLWAY, WHICH IS
 TJ0580'5 MILES SOUTHEAST OF FORT PECK, GO EAST ON A TRACK ROAD FOR 9.6
 TJ0580'MILES TO A FORK, BEAR LEFT AND CONTINUE EAST 2.9 MILES TO A SIDE
 TJ0580'ROAD LEFT AND THE TERRY RANCH MAIL BOX, CONTINUE STRAIGHT AHEAD,
 TJ0580'EAST, FOR 5.35 MILES TO A SCHOOL HOUSE ON THE LEFT, PASS TO THE
 TJ0580'EAST OF THE SCHOOL HOUSE TO A GATE, PASS THROUGH THE GATE AND
 TJ0580'FOLLOW A TRACK ROAD FOR 0.4 MILE TO THE RANCH HOUSE OF GEORGE
 TJ0580'BARTCH, PASS TO THE RIGHT OF THE RANCH HOUSE AND GO NORTH, 0.05
 TJ0580'MILE TO A FORK BEAR RIGHT, GO EASTERLY FOR 0.3 MILE TO A
 TJ0580'FORK, BEAR RIGHT, GO 0.15 MILE TO A CULTIVATED FIELD, GO
 TJ0580'NORTHWESTERLY ACROSS THE FIELD TO THE NORTHWEST CORNER OF THE
 TJ0580'FIELD, BEAR RIGHT, NORTH, 0.05 MILE TO THE STATION.
 TJ0580
 TJ0580                          STATION RECOVERY (1973)
 TJ0580
 TJ0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TJ0580'THE MARK WAS RECOVERED IN GOOD CONDITION.  POSITION OF THIS MARK
 TJ0580'WAS DETERMINED BY TRAVERSE FROM TRIANGULATION STATION HUNGRY R.B.
 TJ0580'FOR GENERAL LOCATION, DESCRIPTION OF THE MARK AND DIRECTIONS TO
 TJ0580'REACH, SEE THE 1973 RECOVERY NOTE FOR TRIANGULATION STATION
 TJ0580'HUNGRY R.B.
 TJ0580'
 TJ0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/4 MILES
 TJ0580'SOUTHWEST OF FRAZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0573 ***********************************************************************
 TJ0573  DESIGNATION -  FPR 7A LB
 TJ0573  PID         -  TJ0573
 TJ0573  STATE/COUNTY-  MT/VALLEY
 TJ0573  USGS QUAD   -  FRAZER (1972)
 TJ0573
 TJ0573                         *CURRENT SURVEY CONTROL
 TJ0573  ___________________________________________________________________
 TJ0573* NAD 83(1992)-  48 00 51.28197(N)    106 02 44.25776(W)     ADJUSTED  
 TJ0573* NAVD 88     -       615.     (meters)    2018.     (feet)  VERTCON   
 TJ0573  ___________________________________________________________________
 TJ0573  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TJ0573  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TJ0573
 TJ0573  HORZ ORDER  -  SECOND
 TJ0573
 TJ0573.The horizontal coordinates were established by classical geodetic methods
 TJ0573.and adjusted by the National Geodetic Survey in July 1992..
 TJ0573
 TJ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0573
 TJ0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0573
 TJ0573.The geoid height was determined by GEOID03.
 TJ0573
 TJ0573;                    North         East     Units Scale Factor Converg.
 TJ0573;SPC MT       -   423,958.485   857,512.286   MT  0.99954586   +2 31 36.8
 TJ0573;SPC MT       - 1,390,939.91  2,813,360.52   iFT  0.99954586   +2 31 36.8
 TJ0573;UTM  13      - 5,318,412.412   422,022.840   MT  0.99967471   -0 46 38.2
 TJ0573
 TJ0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0573!SPC MT       -   0.99990634  x   0.99954586  =   0.99945224
 TJ0573!UTM  13      -   0.99990634  x   0.99967471  =   0.99958108
 TJ0573
 TJ0573                          SUPERSEDED SURVEY CONTROL
 TJ0573
 TJ0573  NAD 83(1986)-  48 00 51.28256(N)    106 02 44.25091(W) AD(       ) 2
 TJ0573  NAD 27      -  48 00 51.21973(N)    106 02 42.18435(W) AD(       ) 2
 TJ0573  NGVD 29 (07/19/86)  614.     (m)         2014.     (f) VERT ANG       
 TJ0573
 TJ0573.Superseded values are not recommended for survey control.
 TJ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0573.See file dsdata.txt to determine how the superseded data were derived.
 TJ0573
 TJ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP2202318412(NAD 83)
 TJ0573_MARKER: DD = SURVEY DISK
 TJ0573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0573_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TJ0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0573
 TJ0573  HISTORY     - Date     Condition        Report By
 TJ0573  HISTORY     - 1948     MONUMENTED       CGS
 TJ0573  HISTORY     - 1973     MARK NOT FOUND   NGS
 TJ0573
 TJ0573                          STATION DESCRIPTION
 TJ0573
 TJ0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0573'THIS IS A TRAVERSE STATION.
 TJ0573'
 TJ0573'STATION IS ON THE LEFT BANK OF THE MISSOURI RIVER, ABOUT 3-1/4
 TJ0573'MILES SOUTH OF FRAZER, 3 MILES NE OF THE MOUTH OF HUNGRY CREEK AND
 TJ0573'0.1 MILE NORTHWEST OF WRECKAGE OF OLD BARGE, IN THE NORTHEAST
 TJ0573'QUARTER OF SEC. 16, T. 26 N., R. 44 E., AND ON LAND OWNED BY
 TJ0573'MRS. ABNER TODD.  IT IS 68 FEET EAST OF THE RIVER AND
 TJ0573'SOUTH-SOUTHEAST OF TRIANGULATION STATION FRAZER L.B. AND A
 TJ0573'TRAVERSE CONNECTION FOUND THE DISTANCE TO BE 16.710 METERS OR
 TJ0573'54.82 FEET.  THE MARK IS A STANDARD U.S.E.D. DISK FASTENED TO
 TJ0573'THE TOP OF A 3-INCH PIPE THAT PROJECTS 4 INCHES AND THE DISK IS
 TJ0573'STAMPED FPR 7A 1947.
 TJ0573'
 TJ0573'TO REACH FROM THE POST OFFICE IN FRAZER, GO EAST TO THE FIRST SIDE
 TJ0573'STREET, TURN RIGHT AT THE LIEN MOTOR SALES GARAGE AND GO SOUTH 0.15
 TJ0573'MILE, TURN LEFT AND GO EAST 0.2 MILE, TURN RIGHT AND GO SOUTH 3.1
 TJ0573'MILES TO A WIRE GAP ON THE RIGHT, TURN RIGHT THROUGH GAP AND
 TJ0573'FOLLOW TRACKS OUT OF BRUSH INTO DRAW THEN RIGHT ALONG TRACK ROAD
 TJ0573'0.45 MILE TO WRECK OF OLD BRAGE, CONTINUE ON TRACK ROAD 0.1 MILE
 TJ0573'TO A COTTONWOOD TREE WITH TRIANGLE BLAZE, BEAR LEFT TO
 TJ0573'RIVER BANK AND STATION.
 TJ0573
 TJ0573                          STATION RECOVERY (1973)
 TJ0573
 TJ0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TJ0573'THE MARK WAS NOT FOUND.  THE CONCRETE POST WHICH CONTAINED THE
 TJ0573'STATION DISK FOR TRIANGULATION STATION FRAZER L.B. WAS FOUND LAYING
 TJ0573'AT THE BOTTOM OF THE RIVER BANK.  BROKEN PIECES OF CONCRETE WERE
 TJ0573'FOUND IN THE APPROXIMATE LOCATION OF THIS MARK, BUT NO SERVICABLE
 TJ0573'MARKS WERE FOUND IN THE VICINITY.
 TJ0573'
 TJ0573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES
 TJ0573'SOUTH OF FRAZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0575 ***********************************************************************
 TJ0575  DESIGNATION -  FPR 7A RB
 TJ0575  PID         -  TJ0575
 TJ0575  STATE/COUNTY-  MT/MCCONE
 TJ0575  USGS QUAD   -  FRAZER (1972)
 TJ0575
 TJ0575                         *CURRENT SURVEY CONTROL
 TJ0575  ___________________________________________________________________
 TJ0575* NAD 83(1992)-  48 00 48.15636(N)    106 02 59.67034(W)     ADJUSTED  
 TJ0575* NAVD 88     -       614.     (meters)    2014.     (feet)  VERTCON   
 TJ0575  ___________________________________________________________________
 TJ0575  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TJ0575  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0575
 TJ0575  HORZ ORDER  -  SECOND
 TJ0575
 TJ0575.The horizontal coordinates were established by classical geodetic methods
 TJ0575.and adjusted by the National Geodetic Survey in July 1992..
 TJ0575
 TJ0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0575
 TJ0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0575
 TJ0575.The geoid height was determined by GEOID03.
 TJ0575
 TJ0575;                    North         East     Units Scale Factor Converg.
 TJ0575;SPC MT       -   423,848.017   857,197.587   MT  0.99954559   +2 31 25.5
 TJ0575;SPC MT       - 1,390,577.48  2,812,328.04   iFT  0.99954559   +2 31 25.5
 TJ0575;UTM  13      - 5,318,320.254   421,702.255   MT  0.99967533   -0 46 49.6
 TJ0575
 TJ0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0575!SPC MT       -   0.99990650  x   0.99954559  =   0.99945213
 TJ0575!UTM  13      -   0.99990650  x   0.99967533  =   0.99958186
 TJ0575
 TJ0575                          SUPERSEDED SURVEY CONTROL
 TJ0575
 TJ0575  NAD 83(1986)-  48 00 48.15694(N)    106 02 59.66346(W) AD(       ) 2
 TJ0575  NAD 27      -  48 00 48.09436(N)    106 02 57.59517(W) AD(       ) 2
 TJ0575  NGVD 29 (07/19/86)  613.     (m)         2011.     (f) VERT ANG       
 TJ0575
 TJ0575.Superseded values are not recommended for survey control.
 TJ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0575.See file dsdata.txt to determine how the superseded data were derived.
 TJ0575
 TJ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP2170218320(NAD 83)
 TJ0575_MARKER: DD = SURVEY DISK
 TJ0575_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0575_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TJ0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0575
 TJ0575  HISTORY     - Date     Condition        Report By
 TJ0575  HISTORY     - 1948     MONUMENTED       CGS
 TJ0575  HISTORY     - 1973     POOR             NGS
 TJ0575
 TJ0575                          STATION DESCRIPTION
 TJ0575
 TJ0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0575'THIS IS A TRAVERSE STATION.
 TJ0575'
 TJ0575'THE STATION IS 3-1/2 MILES SOUTH OF FRAZER, 3 MILES NORTHEAST OF
 TJ0575'THE MOUTH OF HUNGRY CREEK, IN THE N.W. 1/4, SEC. 16, T. 26 N.,
 TJ0575'R. 44 E.  IT IS 9 FEET SOUTHEAST OF A 24-INCH BLAZED COTTONWOOD
 TJ0575'TREE AND 7 FEET WEST OF A SLOUGH BANK.  THE MARK IS A STANDARD
 TJ0575'BRONZE DISK OF THE UNITED STATES ENGINEER DEPARTMENT FASTENED TO
 TJ0575'THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 8 INCHES.  THE DISK
 TJ0575'IS STAMPED FPR 7A 1947. THE LAND IS STATE OWNED.
 TJ0575'
 TJ0575'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FRAZER
 TJ0575'R.B. AND THE DISTANCE WAS FOUND TO BE 15.386 METERS OR 50.48 FEET.
 TJ0575'
 TJ0575'TO REACH THE STATION FROM THE EAST END OF THE SPILLWAY WHICH IS
 TJ0575'5 MILES SOUTHEAST OF FORT PECK, GO EASTERLY ON THE MAIN TRACK ROAD
 TJ0575'FOR 9.6 MILES TO A FORK, BEAR LEFT, AND GO 2.9 MILES TO A T-ROAD
 TJ0575'LEFT AT A MAIL BOX AND A RED OIL DRUM OWNED BY JAMES TERRY,
 TJ0575'CONTINUE EASTERLY ON THE MAIN TRACK ROAD 5.90 MILES TO A T-ROAD
 TJ0575'LEFT, (THIS IS 0.55 MILE EAST OF A SCHOOL HOUSE) TURN LEFT, GO
 TJ0575'NORTH FOR 1.3 MILES TO A MAIL BOX AND AN ENTRANCE GATE TO THE
 TJ0575'R.F. MIELKS RANCH, TURN RIGHT, PASS THROUGH THE GATE, GO EASTERLY
 TJ0575'FOR 0.6 MILE TO A GATE EAST OF THE RANCH HOUSE, PASS THROUGH
 TJ0575'THE GATE, BEAR LEFT AND GO NORTHEASTERLY FOR 0.75 MILE TO A GATE
 TJ0575'IN A NORTH-SOUTH FENCELINE, PASS THROUGH THE GATE AND FOLLOW A DIM
 TJ0575'TRACK ROAD EASTERLY ALONG THE SOUTH SIDE OF A FENCE FOR 0.4
 TJ0575'MILE TO THE MARK.
 TJ0575
 TJ0575                          STATION RECOVERY (1973)
 TJ0575
 TJ0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TJ0575'A U.S. ENGINEERS MARK WAS FOUND WHICH IS PROBABLY THE DISK TRAVERSED
 TJ0575'TO FROM TRIANGULATION STATION FRAZER R.B. IN 1948, OR MARKS THE SPOT
 TJ0575'WHERE THE ORIGINAL MARK WAS, BUT THIS COULD NOT BE VERIFIED, AND
 TJ0575'THE POSITION OF THE MARK SHOULD BE VERIFIED BEFORE USING.  MARK
 TJ0575'WAS 50.48 FEET EAST-NORTHEAST OF FRAZER R.B., BUT THE ONLY MARK
 TJ0575'FOUND WAS THE USE MARK.
 TJ0575'
 TJ0575'FOR DESCRIPTION OF THE MARK AND DIRECTIONS TO REACH, SEE THE 1973
 TJ0575'RECOVERY NOTE FOR TRIANGULATION STATION FRAZER R.B.
 TJ0575'
 TJ0575'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SOUTH
 TJ0575'OF FRAZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0732 ***********************************************************************
 TH0732  DESIGNATION -  FPR 7C LB
 TH0732  PID         -  TH0732
 TH0732  STATE/COUNTY-  MT/VALLEY
 TH0732  USGS QUAD   -  OSWEGO (1972)
 TH0732
 TH0732                         *CURRENT SURVEY CONTROL
 TH0732  ___________________________________________________________________
 TH0732* NAD 83(1992)-  48 01 02.73090(N)    105 58 22.60580(W)     ADJUSTED  
 TH0732* NAVD 88     -       612.     (meters)    2008.     (feet)  VERTCON   
 TH0732  ___________________________________________________________________
 TH0732  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 TH0732  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TH0732
 TH0732  HORZ ORDER  -  SECOND
 TH0732
 TH0732.The horizontal coordinates were established by classical geodetic methods
 TH0732.and adjusted by the National Geodetic Survey in July 1992..
 TH0732
 TH0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0732
 TH0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0732
 TH0732.The geoid height was determined by GEOID03.
 TH0732
 TH0732;                    North         East     Units Scale Factor Converg.
 TH0732;SPC MT       -   424,553.047   862,910.890   MT  0.99954684   +2 34 48.2
 TH0732;SPC MT       - 1,392,890.57  2,831,072.47   iFT  0.99954684   +2 34 48.2
 TH0732;UTM  13      - 5,318,694.904   427,447.405   MT  0.99966468   -0 43 23.8
 TH0732
 TH0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0732!SPC MT       -   0.99990681  x   0.99954684  =   0.99945370
 TH0732!UTM  13      -   0.99990681  x   0.99966468  =   0.99957152
 TH0732
 TH0732                          SUPERSEDED SURVEY CONTROL
 TH0732
 TH0732  NAD 83(1986)-  48 01 02.73142(N)    105 58 22.59917(W) AD(       ) 2
 TH0732  NAD 27      -  48 01 02.66914(N)    105 58 20.54220(W) AD(       ) 2
 TH0732  NGVD 29 (07/19/86)  611.     (m)         2005.     (f) VERT ANG       
 TH0732
 TH0732.Superseded values are not recommended for survey control.
 TH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0732.See file dsdata.txt to determine how the superseded data were derived.
 TH0732
 TH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP2744718695(NAD 83)
 TH0732_MARKER: DD = SURVEY DISK
 TH0732_SETTING: 0 = UNSPECIFIED SETTING
 TH0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0732
 TH0732  HISTORY     - Date     Condition        Report By
 TH0732  HISTORY     - 1948     MONUMENTED       USE
 TH0732
 TH0732                          STATION DESCRIPTION
 TH0732
 TH0732'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0732'THIS IS A TRAVERSE STATION.
 TH0732'
 TH0732'THE STATION IS 4 MILES SOUTHEAST OF FRAZER, IN THE S.W. 1/4 SEC.
 TH0732'12, T. 26 N., R. 44 E. ON LAND OWNED BY JOHNNY HURSUR, ON THE NORTH
 TH0732'SIDE OF THE MISSOURI RIVER AND ON THE NORTH EDGE OF A SLOUGH BANK.
 TH0732'THE MARK IS A STANDARD UNITED STATES ENGINEER DEPARTMENT BRONZE
 TH0732'DISK FASTENED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 8
 TH0732'INCHES.  THE DISK IS STAMPED 7 C 1947.
 TH0732'
 TH0732'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RANGE L.B.
 TH0732'AND THE DISTANCE WAS FOUND TO BE 20.234 METERS OR 66.38 FEET ABOUT
 TH0732'SOUTH OF THE SAID TRIANGULATION STATION.
 TH0732'
 TH0732'TO REACH THE STATION FROM THE POST OFFICE IN FRAZER, GO EAST 0.05
 TH0732'MILE TO THE FIRST SIDE STREET RIGHT, TURN RIGHT, GO SOUTH 0.15
 TH0732'MILE TO A T-ROAD, TURN LEFT, GO EAST 0.2 MILE TO A CROSSROADS, TURN
 TH0732'RIGHT, GO SOUTH 0.9 MILE TO A CROSSROADS, TURN LEFT, GO EAST 3.05
 TH0732'MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO SOUTH 1.0 MILE TO A
 TH0732'CROSSROAD, CONTINUE SOUTH 0.25 MILE TO A GATE, PASS THROUGH THE
 TH0732'GATE, GO 0.1 MILE TO A FORK, BEAR LEFT, FOLLOW A DIM TRACK ROAD
 TH0732'0.65 MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0733 ***********************************************************************
 TH0733  DESIGNATION -  FPR 7C RB
 TH0733  PID         -  TH0733
 TH0733  STATE/COUNTY-  MT/MCCONE
 TH0733  USGS QUAD   -  OSWEGO (1972)
 TH0733
 TH0733                         *CURRENT SURVEY CONTROL
 TH0733  ___________________________________________________________________
 TH0733* NAD 83(1992)-  48 00 54.30577(N)    105 58 35.14245(W)     ADJUSTED  
 TH0733* NAVD 88     -       615.     (meters)    2018.     (feet)  VERTCON   
 TH0733  ___________________________________________________________________
 TH0733  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 TH0733  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TH0733
 TH0733  HORZ ORDER  -  SECOND
 TH0733
 TH0733.The horizontal coordinates were established by classical geodetic methods
 TH0733.and adjusted by the National Geodetic Survey in July 1992..
 TH0733
 TH0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0733
 TH0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0733
 TH0733.The geoid height was determined by GEOID03.
 TH0733
 TH0733;                    North         East     Units Scale Factor Converg.
 TH0733;SPC MT       -   424,281.523   862,663.180   MT  0.99954612   +2 34 39.0
 TH0733;SPC MT       - 1,391,999.75  2,830,259.78   iFT  0.99954612   +2 34 39.0
 TH0733;UTM  13      - 5,318,438.075   427,184.430   MT  0.99966515   -0 43 33.0
 TH0733
 TH0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0733!SPC MT       -   0.99990634  x   0.99954612  =   0.99945250
 TH0733!UTM  13      -   0.99990634  x   0.99966515  =   0.99957152
 TH0733
 TH0733                          SUPERSEDED SURVEY CONTROL
 TH0733
 TH0733  NAD 83(1986)-  48 00 54.30632(N)    105 58 35.13578(W) AD(       ) 2
 TH0733  NAD 27      -  48 00 54.24407(N)    105 58 33.07817(W) AD(       ) 2
 TH0733  NGVD 29 (07/19/86)  614.     (m)         2014.     (f) VERT ANG       
 TH0733
 TH0733.Superseded values are not recommended for survey control.
 TH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0733.See file dsdata.txt to determine how the superseded data were derived.
 TH0733
 TH0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP2718418438(NAD 83)
 TH0733_MARKER: DD = SURVEY DISK
 TH0733_SETTING: 0 = UNSPECIFIED SETTING
 TH0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0733
 TH0733  HISTORY     - Date     Condition        Report By
 TH0733  HISTORY     - 1948     MONUMENTED       USE
 TH0733
 TH0733                          STATION DESCRIPTION
 TH0733
 TH0733'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0733'THIS IS A TRAVERSE STATION.
 TH0733'
 TH0733'THE STATION IS 4-1/2 MILES SOUTHEAST OF FRAZER, IN THE S.E 1/4
 TH0733'SEC. 12, T 26 N., R. 44 E., ON LAND LEASED BY CLIFFORD WOLFE.  IT IS
 TH0733'58 FEET SOUTH OF THE RIVER BANK.  THE MARK IS A STANDARD BRONZE
 TH0733'DISK OF THE UNITED STATES ENGINEER DEPARTMENT FASTENED TO THE TOP
 TH0733'OF A 2-INCH IRON PIPE THAT PROJECTS 12 INCHES.  THE DISK IS
 TH0733'STAMPED 7 C 1947.
 TH0733'
 TH0733'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RANGE
 TH0733'R.B. AND THE DISTANCE WAS FOUND TO BE 15.048 METERS OR 49.37 FEET
 TH0733'ABOUT NORTH OF THE SAID STATION.
 TH0733'
 TH0733'TO REACH THE STATION FROM THE EAST END OF THE SPILLWAY WHICH IS 5
 TH0733'MILES SOUTHEAST OF FORT PECK, GO EAST ON A TRACK ROAD FOR 9.6 MILES
 TH0733'TO A FORK, BEAR LEFT AND CONTINUE EAST 2.9 MILES TO THE TERRY RANCH
 TH0733'MAIL BOX, CONTINUE EAST ON THE MAIN ROAD 5.90 MILES TO A T-ROAD
 TH0733'LEFT, (THIS IS 0.55 MILES EAST OF A SCHOOL HOUSE) CONTINUE EAST
 TH0733'5.1 MILES TO A T-INTERSECTION OF FENCLINES AND A GATE, TURN LEFT,
 TH0733'PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD NORTH ALONG THE EAST
 TH0733'SIDE OF A FENCE FOR 1.2 MILES TO A FENCE CORNER, TURN LEFT AND GO
 TH0733'NORTHWEST 0.3 MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0725 ***********************************************************************
 TH0725  DESIGNATION -  FPR 7E LB
 TH0725  PID         -  TH0725
 TH0725  STATE/COUNTY-  MT/VALLEY
 TH0725  USGS QUAD   -  OSWEGO (1972)
 TH0725
 TH0725                         *CURRENT SURVEY CONTROL
 TH0725  ___________________________________________________________________
 TH0725* NAD 83(1992)-  48 02 13.41932(N)    105 53 06.76222(W)     ADJUSTED  
 TH0725* NAVD 88     -       614.     (meters)    2014.     (feet)  VERTCON   
 TH0725  ___________________________________________________________________
 TH0725  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 TH0725  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TH0725
 TH0725  HORZ ORDER  -  SECOND
 TH0725
 TH0725.The horizontal coordinates were established by classical geodetic methods
 TH0725.and adjusted by the National Geodetic Survey in July 1992..
 TH0725
 TH0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0725
 TH0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0725
 TH0725.The geoid height was determined by GEOID03.
 TH0725
 TH0725;                    North         East     Units Scale Factor Converg.
 TH0725;SPC MT       -   427,031.199   869,345.447   MT  0.99955294   +2 38 39.2
 TH0725;SPC MT       - 1,401,020.99  2,852,183.23   iFT  0.99955294   +2 38 39.2
 TH0725;UTM  13      - 5,320,798.444   434,014.768   MT  0.99965350   -0 39 29.7
 TH0725
 TH0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0725!SPC MT       -   0.99990651  x   0.99955294  =   0.99945949
 TH0725!UTM  13      -   0.99990651  x   0.99965350  =   0.99956004
 TH0725
 TH0725                          SUPERSEDED SURVEY CONTROL
 TH0725
 TH0725  NAD 83(1986)-  48 02 13.41984(N)    105 53 06.75593(W) AD(       ) 2
 TH0725  NAD 27      -  48 02 13.35835(N)    105 53 04.71386(W) AD(       ) 2
 TH0725  NGVD 29 (07/19/86)  613.     (m)         2011.     (f) VERT ANG       
 TH0725
 TH0725.Superseded values are not recommended for survey control.
 TH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0725.See file dsdata.txt to determine how the superseded data were derived.
 TH0725
 TH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP3401520798(NAD 83)
 TH0725_MARKER: DD = SURVEY DISK
 TH0725_SETTING: 0 = UNSPECIFIED SETTING
 TH0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0725
 TH0725  HISTORY     - Date     Condition        Report By
 TH0725  HISTORY     - 1948     MONUMENTED       USE
 TH0725
 TH0725                          STATION DESCRIPTION
 TH0725
 TH0725'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0725'THIS IS A TRAVERSE STATION.
 TH0725'
 TH0725'THE STATION IS ABOUT 1-1/2 MILES SOUTH OF OSWEGO, NEAR THE WEST
 TH0725'CENTER OF SEC. 2, T. 26 N., R. 45 E., ON LAND OWNED BY WILBUR
 TH0725'KEISER.  IT IS 181 FEET EAST OF THE MISSOURI RIVER.  THE MARK IS A
 TH0725'STANDARD BRONZE DISK OF THE UNITED STATES ENGINEER DEPARTMENT
 TH0725'FASTENED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 12 INCHES.
 TH0725'THE DISK IS STAMPED E P R 7 - E 1947.
 TH0725'
 TH0725'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OSWEGO
 TH0725'L.B. AND THE DISTANCE WAS FOUND TO BE 104.925 METERS AND 344.24
 TH0725'FEET.
 TH0725'
 TH0725'TO REACH THE STATION FROM THE RAILROAD DEPOT ON OSWEGO, GO EAST 0.05
 TH0725'MILE TURN RIGHT, CROSS THE RAILROAD TRACKS AND GO 0.1 MILE TO A
 TH0725'T-ROAD TURN RIGHT AND GO WEST AND SOUTH 1.05 MILES TO A CROSSROADS,
 TH0725'CONTINUE SOUTH 0.35 MILE TO A SMALL BRIDGE CROSS THE BRIDGE, GO
 TH0725'0.05 MILE ANOTHER BRIDGE, CROSS THE BRIDGE, BEAR LEFT ON A TRACK
 TH0725'ROAD 0.1 MILE TURN RIGHT, AND GO SOUTHEAST FOR 0.1 MILE TO THE
 TH0725'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0727 ***********************************************************************
 TH0727  DESIGNATION -  FPR 7E RB
 TH0727  PID         -  TH0727
 TH0727  STATE/COUNTY-  MT/MCCONE
 TH0727  USGS QUAD   -  OSWEGO (1972)
 TH0727
 TH0727                         *CURRENT SURVEY CONTROL
 TH0727  ___________________________________________________________________
 TH0727* NAD 83(1992)-  48 02 05.03858(N)    105 53 23.78534(W)     ADJUSTED  
 TH0727* NAVD 88     -       612.     (meters)    2008.     (feet)  VERTCON   
 TH0727  ___________________________________________________________________
 TH0727  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 TH0727  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TH0727
 TH0727  HORZ ORDER  -  SECOND
 TH0727
 TH0727.The horizontal coordinates were established by classical geodetic methods
 TH0727.and adjusted by the National Geodetic Survey in July 1992..
 TH0727
 TH0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0727
 TH0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0727
 TH0727.The geoid height was determined by GEOID03.
 TH0727
 TH0727;                    North         East     Units Scale Factor Converg.
 TH0727;SPC MT       -   426,756.488   869,005.276   MT  0.99955221   +2 38 26.8
 TH0727;SPC MT       - 1,400,119.71  2,851,067.18   iFT  0.99955221   +2 38 26.8
 TH0727;UTM  13      - 5,320,543.761   433,659.301   MT  0.99965408   -0 39 42.3
 TH0727
 TH0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0727!SPC MT       -   0.99990682  x   0.99955221  =   0.99945907
 TH0727!UTM  13      -   0.99990682  x   0.99965408  =   0.99956093
 TH0727
 TH0727                          SUPERSEDED SURVEY CONTROL
 TH0727
 TH0727  NAD 83(1986)-  48 02 05.03910(N)    105 53 23.77904(W) AD(       ) 2
 TH0727  NAD 27      -  48 02 04.97816(N)    105 53 21.73572(W) AD(       ) 2
 TH0727  NGVD 29 (07/19/86)  611.     (m)         2005.     (f) VERT ANG       
 TH0727
 TH0727.Superseded values are not recommended for survey control.
 TH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0727.See file dsdata.txt to determine how the superseded data were derived.
 TH0727
 TH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP3365920544(NAD 83)
 TH0727_MARKER: DD = SURVEY DISK
 TH0727_SETTING: 0 = UNSPECIFIED SETTING
 TH0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0727
 TH0727  HISTORY     - Date     Condition        Report By
 TH0727  HISTORY     - 1948     MONUMENTED       USE
 TH0727
 TH0727                          STATION DESCRIPTION
 TH0727
 TH0727'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0727'THIS IS A TRAVERSE STATION.
 TH0727'
 TH0727'LOCATED ABOUT 2-1/2 MILES SOUTH OF OSWEGO, IN THE SOUTHWEST QUARTER
 TH0727'OF SEC. 2, T 26 N, R 45 E ON LAND OWNED BY MR. BEN GORDON, 55 FEET
 TH0727'SOUTH-SOUTHEAST OF A CANAL, AND 22 FEET NORTHEAST OF AN 8-INCH
 TH0727'COTTONWOOD TREE.  IT IS A U.S.E.D. DISK STAMPED 7E 1947 ON THE TOP
 TH0727'OF A 2-1/2 INCH IRON PIPE THAT PROJECTS 14 INCHES.  IT IS LOCATED BY
 TH0727'TRAVERSE FROM TRIANGULATION STATION OSWEGO R B AND THE DISTANCE
 TH0727'WAS FOUND TO BE 37.183 METERS OR 121.99 FEET.  IT IS NORTHEAST OF
 TH0727'THE SAID OSWEGO R.B.
 TH0727'
 TH0727'TO REACH THE STATION FROM THE DEPOT IN OSWEGO, GO EAST FOR 0.05
 TH0727'MILE.  THEN RIGHT, SOUTH, (ACROSS THE RAILROAD TRACKS) FOR 0.1
 TH0727'MILE.  THEN LEFT, EAST, 0.65 MILE.  THEN RIGHT, SOUTH, 1.7 MILE TO
 TH0727'THREE FORKS.  THEN EXTREME RIGHT HAND ROAD FOR 0.7 MILE TO THE
 TH0727'FERRY ACROSS THE MISSOURI RIVER.  CROSS THE RIVER, THEN TURN RIGHT,
 TH0727'NORTHERLY, ON A TRACK ROAD (CROSSING A CATTLE GUARD) 0.3
 TH0727'MILE TO A FORK.  THEN LEFT ON A VERY DIM TRACK ROAD 0.2 MILE.
 TH0727'THEN LEAVE ROAD, BEAR TO THE RIGHT, NORTHERLY, FOR 50 PACES TO THE
 TH0727'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0720 ***********************************************************************
 TH0720  DESIGNATION -  FPR 9 LB
 TH0720  PID         -  TH0720
 TH0720  STATE/COUNTY-  MT/ROOSEVELT
 TH0720  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0720
 TH0720                         *CURRENT SURVEY CONTROL
 TH0720  ___________________________________________________________________
 TH0720* NAD 83(1992)-  48 03 07.00212(N)    105 46 36.85999(W)     ADJUSTED  
 TH0720* NAVD 88     -       612.     (meters)    2008.     (feet)  VERTCON   
 TH0720  ___________________________________________________________________
 TH0720  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 TH0720  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TH0720
 TH0720  HORZ ORDER  -  SECOND
 TH0720
 TH0720.The horizontal coordinates were established by classical geodetic methods
 TH0720.and adjusted by the National Geodetic Survey in July 1992..
 TH0720
 TH0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0720
 TH0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0720
 TH0720.The geoid height was determined by GEOID03.
 TH0720
 TH0720;                    North         East     Units Scale Factor Converg.
 TH0720;SPC MT       -   429,061.592   877,330.974   MT  0.99955765   +2 43 24.5
 TH0720;SPC MT       - 1,407,682.39  2,878,382.46   iFT  0.99955765   +2 43 24.5
 TH0720;UTM  13      - 5,322,365.669   442,104.727   MT  0.99964119   -0 34 40.2
 TH0720
 TH0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0720!SPC MT       -   0.99990683  x   0.99955765  =   0.99946452
 TH0720!UTM  13      -   0.99990683  x   0.99964119  =   0.99954806
 TH0720
 TH0720                          SUPERSEDED SURVEY CONTROL
 TH0720
 TH0720  NAD 83(1986)-  48 03 07.00252(N)    105 46 36.85411(W) AD(       ) 2
 TH0720  NAD 27      -  48 03 06.94126(N)    105 46 34.82806(W) AD(       ) 2
 TH0720  NGVD 29 (07/19/86)  611.     (m)         2005.     (f) VERT ANG       
 TH0720
 TH0720.Superseded values are not recommended for survey control.
 TH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0720.See file dsdata.txt to determine how the superseded data were derived.
 TH0720
 TH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP4210522366(NAD 83)
 TH0720_MARKER: DD = SURVEY DISK
 TH0720_SETTING: 0 = UNSPECIFIED SETTING
 TH0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0720
 TH0720  HISTORY     - Date     Condition        Report By
 TH0720  HISTORY     - 1948     MONUMENTED       USE
 TH0720
 TH0720                          STATION DESCRIPTION
 TH0720
 TH0720'DESCRIBED BY US ENGINEERS 1948
 TH0720'THIS IS A TRAVERSE STATION.
 TH0720'
 TH0720'THE STATION IS 7-3/4 MILES SOUTHWEST OF WOLF POINT, NEAR THE WEST
 TH0720'CENTER OF SEC. 34, T. 27 N., R. 46 E., AND ON LAND OWNED BY MRS.
 TH0720'ALBERT DAY.  IT IS 77 FEET SOUTH OF THE SOUTH BANK OF THE
 TH0720'IRRIGATION DITCH AND 5 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 TH0720'THE TRACK ROAD.  THE MARK IS A STANDARD BRONZE DISK OF THE
 TH0720'UNITED STATE ENGINEER DEPARTMENT FASTENED TO THE TOP OF A 3-INCH IRON
 TH0720'PIPE THAT PROJECTS 1.6 FEET.  THE DISK IS STAMPED F P R 9.
 TH0720'
 TH0720'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LITTLEMAN
 TH0720'L.B. AND THE DISTANCE WAS FOUND TO BE 17.317 METERS AND 56.81 FEET.
 TH0720'
 TH0720'TO REACH THE STATION FROM THE CROSSROADS, WHICH IS 0.1 MILE NORTH OF
 TH0720'THE RAILROAD UNDERPASS IN WOLF POINT, GO WEST ON U.S. HIGHWAY 2 FOR
 TH0720'5.9 MILES TO A T-ROAD, (THIS IS 0.1 MILE WEST OF A BRIDGE OVER
 TH0720'LITTLEMAN CREEK) TURN LEFT, GO SOUTH 1.45 MILES TO A CROSSROADS,
 TH0720'TURN RIGHT, GO WEST 1.0 MILE TO A CROSSROADS, TURN LEFT, GO SOUTH
 TH0720'0.5 MILE TO A T-ROAD AT AN IRRIGATION DITCH, TURN RIGHT, GO WEST
 TH0720'0.1 MILE, TURN LEFT, CROSS THE DITCH, TURN LEFT, GO EAST ABOUT
 TH0720'200 FEET TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.35
 TH0720'MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0723 ***********************************************************************
 TH0723  DESIGNATION -  FPR 9 RB
 TH0723  PID         -  TH0723
 TH0723  STATE/COUNTY-  MT/MCCONE
 TH0723  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0723
 TH0723                         *CURRENT SURVEY CONTROL
 TH0723  ___________________________________________________________________
 TH0723* NAD 83(1992)-  48 02 44.81689(N)    105 46 34.45977(W)     ADJUSTED  
 TH0723* NAVD 88     -       610.     (meters)    2001.     (feet)  VERTCON   
 TH0723  ___________________________________________________________________
 TH0723  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 TH0723  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TH0723
 TH0723  HORZ ORDER  -  SECOND
 TH0723
 TH0723.The horizontal coordinates were established by classical geodetic methods
 TH0723.and adjusted by the National Geodetic Survey in July 1992..
 TH0723
 TH0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0723
 TH0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0723
 TH0723.The geoid height was determined by GEOID03.
 TH0723
 TH0723;                    North         East     Units Scale Factor Converg.
 TH0723;SPC MT       -   428,379.808   877,413.151   MT  0.99955570   +2 43 26.2
 TH0723;SPC MT       - 1,405,445.56  2,878,652.07   iFT  0.99955570   +2 43 26.2
 TH0723;UTM  13      - 5,321,680.225   442,147.510   MT  0.99964112   -0 34 38.2
 TH0723
 TH0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0723!SPC MT       -   0.99990715  x   0.99955570  =   0.99946289
 TH0723!UTM  13      -   0.99990715  x   0.99964112  =   0.99954830
 TH0723
 TH0723                          SUPERSEDED SURVEY CONTROL
 TH0723
 TH0723  NAD 83(1986)-  48 02 44.81730(N)    105 46 34.45390(W) AD(       ) 2
 TH0723  NAD 27      -  48 02 44.75611(N)    105 46 32.42781(W) AD(       ) 2
 TH0723  NGVD 29 (07/19/86)  609.     (m)         1998.     (f) VERT ANG       
 TH0723
 TH0723.Superseded values are not recommended for survey control.
 TH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0723.See file dsdata.txt to determine how the superseded data were derived.
 TH0723
 TH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP4214821680(NAD 83)
 TH0723_MARKER: DD = SURVEY DISK
 TH0723_SETTING: 0 = UNSPECIFIED SETTING
 TH0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0723
 TH0723  HISTORY     - Date     Condition        Report By
 TH0723  HISTORY     - 1948     MONUMENTED       USE
 TH0723
 TH0723                          STATION DESCRIPTION
 TH0723
 TH0723'DESCRIBED BY US ENGINEERS 1948 (FXP)
 TH0723'THIS IS A TRAVERSE STATION.
 TH0723'
 TH0723'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF OSWEGO, ON THE
 TH0723'RIGHT BANK OF THE MISSOURI RIVER, AND THE SOUTHWEST QUARTER OF
 TH0723'SECTION 34, T. 27 N., R. 46 E.  IT IS 47 FEET NORTH OF A CLUSTER OF
 TH0723'COTTONWOOD TREES AND 6 FEET WEST OF A WITNESS POST.  THE DISK IS A
 TH0723'STANDARD BRONZE U.S.E.D DISK FASTENED TO A SECTION OF 2-INCH IRON
 TH0723'PIPE, AND PROJECTING 18 INCHES.  THE DISK IS NOT STAMPED.
 TH0723'
 TH0723'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LITTLEMAN
 TH0723'R.B. TO THIS MARK, WHICH IS 5.725 METERS OR 18.78 FEET EAST OF THE
 TH0723'SAID TRIANGULATION STATION.
 TH0723'
 TH0723'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE CROSSING THE
 TH0723'MISSOURI RIVER ON STATE HIGHWAY 13, GO SOUTH FOR 0.1 MILE TO A SIDE
 TH0723'ROAD RIGHT, TURN RIGHT AND GO WEST FOR 2.2 MILES TO A FORK IN THE
 TH0723'ROAD, TAKE LEFT ROAD AND GO 3.25 MILE TO ANOTHER FORK, TAKE THE
 TH0723'RIGHT ROAD AND FOLLOW THE MAIN TRAVELED ROAD FOR 5.85 MILES TO
 TH0723'ANOTHER FORK AND THE CUSHER SCHOOLHOUSE (DISTRICT 22), TAKE
 TH0723'RIGHT ROAD AND GO 2.45 MILES TO A LANE ON THE RIGHT AND A MAIL BOX
 TH0723'OWNED BY MR. R.C.  DURHAM ON THE LEFT, TURN RIGHT AND GO 1 MILE TO
 TH0723'THE CUSKER RANCH BUILDINGS, HERE GO NORTHEAST THROUGH A
 TH0723'CLEARING IN A THICKET FOR 1 MILE TO THE AZIMUTH MARK FOR THE
 TH0723'TRIANGULATION STATION.  FROM HERE GO WEST THROUGH A FIELD FOR 0.2
 TH0723'MILE TO THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0598 ***********************************************************************
 TJ0598  DESIGNATION -  FPR R5A LB
 TJ0598  PID         -  TJ0598
 TJ0598  STATE/COUNTY-  MT/VALLEY
 TJ0598  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0598
 TJ0598                         *CURRENT SURVEY CONTROL
 TJ0598  ___________________________________________________________________
 TJ0598* NAD 83(1992)-  48 02 36.58445(N)    106 17 43.27424(W)     ADJUSTED  
 TJ0598* NAVD 88     -       621.     (meters)    2037.     (feet)  VERTCON   
 TJ0598  ___________________________________________________________________
 TJ0598  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 TJ0598  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0598
 TJ0598  HORZ ORDER  -  SECOND
 TJ0598
 TJ0598.The horizontal coordinates were established by classical geodetic methods
 TJ0598.and adjusted by the National Geodetic Survey in July 1992..
 TJ0598
 TJ0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0598
 TJ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0598
 TJ0598.The geoid height was determined by GEOID03.
 TJ0598
 TJ0598;                    North         East     Units Scale Factor Converg.
 TJ0598;SPC MT       -   426,415.344   838,773.785   MT  0.99955497   +2 20 39.2
 TJ0598;SPC MT       - 1,399,000.47  2,751,882.50   iFT  0.99955497   +2 20 39.2
 TJ0598;UTM  13      - 5,321,946.265   403,454.532   MT  0.99971453   -0 57 48.1
 TJ0598
 TJ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0598!SPC MT       -   0.99990539  x   0.99955497  =   0.99946040
 TJ0598!UTM  13      -   0.99990539  x   0.99971453  =   0.99961995
 TJ0598
 TJ0598                          SUPERSEDED SURVEY CONTROL
 TJ0598
 TJ0598  NAD 83(1986)-  48 02 36.58386(N)    106 17 43.26598(W) AD(       ) 2
 TJ0598  NAD 27      -  48 02 36.51916(N)    106 17 41.15831(W) AD(       ) 2
 TJ0598  NGVD 29 (07/19/86)  620.     (m)         2034.     (f) VERT ANG       
 TJ0598
 TJ0598.Superseded values are not recommended for survey control.
 TJ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0598.See file dsdata.txt to determine how the superseded data were derived.
 TJ0598
 TJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP0345521946(NAD 83)
 TJ0598_MARKER: DD = SURVEY DISK
 TJ0598_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0598_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TJ0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0598
 TJ0598  HISTORY     - Date     Condition        Report By
 TJ0598  HISTORY     - 1948     MONUMENTED       CGS
 TJ0598
 TJ0598                          STATION DESCRIPTION
 TJ0598
 TJ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0598'THIS IS A TRAVERSE STATION.
 TJ0598'
 TJ0598'LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF NASHUA, IN THE NW QUARTER
 TJ0598'OF SEC. 3, T. 26 N., R. 42 E., ON LAND OWNED BY MR. JACK NICKELS,
 TJ0598'150 PACES WEST OF THE EAST EDGE OF A TIMBERED AREA, 18 INCHES WEST
 TJ0598'OF A WITNESS POST, 15 FEET NORTH OF THE SOUTH EDGE OF THE TIMBERED
 TJ0598'AREA, AND 15 FEET NORTH OF THE NORTH EDGE OF THE WHEAT FIELD.  IT
 TJ0598'IS A U.S.E.D. DISK STAMPED R 5 A 1947 ON THE TOP OF A 2-INCH
 TJ0598'IRON PIPE THAT PROJECTS 12 INCHES.  IT IS LOCATED BY TRAVERSE
 TJ0598'FROM TRIANGULATION STATION NICKELS L.B. AND THE DISTANCE WAS
 TJ0598'FOUND TO BE 14.602 METERS OR 47.91 FEET SOUTHWEST OF THE SAID
 TJ0598'STATION.
 TJ0598'
 TJ0598'TO REACH THE STATION FROM THE POST OFFICE IN NASHUA, GO NORTH 0.3
 TJ0598'MILE.  THEN RIGHT, EAST ON U.S. HIGHWAY 2 FOR 5.55 MILE.  THEN
 TJ0598'RIGHT, SOUTHERLY, ON A GRAVELED ROAD 0.4 MILE TO THE WIOTA RAILROAD
 TJ0598'STATION.  CONTINUE SOUTHERLY ON THE MAIN GRAVELED ROAD FOR
 TJ0598'3.0 MILES TO A CROSSROAD (SCHOOL HOUSE IN THE NORTHWEST
 TJ0598'CORNER OF THE INTERSECTION).  THEN RIGHT, WEST, 1.0 MILE TO A
 TJ0598'CROSSROAD.  CONTINUE WEST ON A NARROW DIRT ROAD 0.25 MILE
 TJ0598'TO A FORK JUST AFTER GOING THROUGH A GAP IN A WIRE FENCE.  THEN
 TJ0598'RIGHT ROAD 0.85 MILE TO A GROUP OF BUILDINGS ON THE RIGHT AND A
 TJ0598'FORK.  THEN LEFT ROAD 0.1 MILE TO A GATE.  THEN THROUGH GATE,
 TJ0598'CONTINUE SOUTHERLY ON A TRACK ROAD 0.5 MILE TO THE NORTH BANK OF
 TJ0598'THE MISSOURI RIVER.  THEN BEAR LEFT, GO THROUGH A GATE, CONTINUE
 TJ0598'ON A TRACK ROAD 0.4 MILE TO A DIM FORK.  THEN RIGHT ROAD 0.15 MILE
 TJ0598'TO THE NORTH EDGE OF A WHEAT FIELD.  CONTINUE SOUTHERLY 0.4
 TJ0598'MILE TO THE SOUTHEAST EDGE OF A TIMBERED AREA.  THEN RIGHT
 TJ0598'FOR 150 PACES TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0599 ***********************************************************************
 TJ0599  DESIGNATION -  FPR R5A RB
 TJ0599  PID         -  TJ0599
 TJ0599  STATE/COUNTY-  MT/MCCONE
 TJ0599  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0599
 TJ0599                         *CURRENT SURVEY CONTROL
 TJ0599  ___________________________________________________________________
 TJ0599* NAD 83(1992)-  48 02 22.11049(N)    106 17 43.32360(W)     ADJUSTED  
 TJ0599* NAVD 88     -       627.     (meters)    2057.     (feet)  VERTCON   
 TJ0599  ___________________________________________________________________
 TJ0599  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 TJ0599  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TJ0599
 TJ0599  HORZ ORDER  -  SECOND
 TJ0599
 TJ0599.The horizontal coordinates were established by classical geodetic methods
 TJ0599.and adjusted by the National Geodetic Survey in July 1992..
 TJ0599
 TJ0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0599
 TJ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0599
 TJ0599.The geoid height was determined by GEOID03.
 TJ0599
 TJ0599;                    North         East     Units Scale Factor Converg.
 TJ0599;SPC MT       -   425,968.827   838,791.041   MT  0.99955370   +2 20 39.1
 TJ0599;SPC MT       - 1,397,535.52  2,751,939.11   iFT  0.99955370   +2 20 39.1
 TJ0599;UTM  13      - 5,321,499.424   403,445.996   MT  0.99971455   -0 57 47.9
 TJ0599
 TJ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0599!SPC MT       -   0.99990445  x   0.99955370  =   0.99945819
 TJ0599!UTM  13      -   0.99990445  x   0.99971455  =   0.99961903
 TJ0599
 TJ0599                          SUPERSEDED SURVEY CONTROL
 TJ0599
 TJ0599  NAD 83(1986)-  48 02 22.10995(N)    106 17 43.31529(W) AD(       ) 2
 TJ0599  NAD 27      -  48 02 22.04520(N)    106 17 41.20750(W) AD(       ) 2
 TJ0599  NGVD 29 (07/19/86)  626.     (m)         2054.     (f) VERT ANG       
 TJ0599
 TJ0599.Superseded values are not recommended for survey control.
 TJ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0599.See file dsdata.txt to determine how the superseded data were derived.
 TJ0599
 TJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP0344621499(NAD 83)
 TJ0599_MARKER: DD = SURVEY DISK
 TJ0599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0599_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TJ0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0599
 TJ0599  HISTORY     - Date     Condition        Report By
 TJ0599  HISTORY     - 1948     MONUMENTED       CGS
 TJ0599
 TJ0599                          STATION DESCRIPTION
 TJ0599
 TJ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0599'THIS IS A TRAVERSE STATION.
 TJ0599'
 TJ0599'THE STATION IS 7 MILES EAST OF FORT PECK, 1-1/2 MILES SOUTHEAST OF
 TJ0599'THE CONFLUENCE OF THE MILK AND THE MISSOURI RIVERS, 1/2 MILE WEST OF
 TJ0599'THE NICKELS RANCH, IN THE N.W. 1/4 SEC. 3, T. 26 N., R. 42 E. AND
 TJ0599'ON LAND OWNED BY JACK NICKELS.  IT IS 7 FEET WEST OF A FENCE.  THE
 TJ0599'MARK IS A STANDARD BRONZE DISK OF THE UNITED STATES ENGINEER
 TJ0599'DEPARTMENT FASTENED TO THE TOP OF A 3-INCH IRON PIPE THAT
 TJ0599'PROJECTS 6 INCHES.  THE DISK IS STAMPED R 5 A 1947.
 TJ0599'
 TJ0599'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NICKELS
 TJ0599'R.B. AND THE DISTANCE WAS FOUND TO BE 20.597 METERS OR 67.58 FEET
 TJ0599'NORTH-NORTHEAST.
 TJ0599'
 TJ0599'TO REACH THE STATION FROM THE EAST END OF THE SPILLWAY, WHICH 5
 TJ0599'MILES NORTHEAST OF FORT PECK, GO EAST ON A TRACK ROAD 0.3 MILE TO A
 TJ0599'A FORK, BEAR LEFT AND GO NORTHEAST ON THE MAIN TRACK ROAD 1.3 MILES
 TJ0599'TO A LARGE BULLETIN BOARD AT A ROAD FORK, BEAR LEFT AND GO
 TJ0599'NORTHERLY 2.1 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0806 ***********************************************************************
 TM0806  DESIGNATION -  FRANCES
 TM0806  PID         -  TM0806
 TM0806  STATE/COUNTY-  MT/PONDERA
 TM0806  USGS QUAD   -  VALIER EAST (1985)
 TM0806
 TM0806                         *CURRENT SURVEY CONTROL
 TM0806  ___________________________________________________________________
 TM0806* NAD 83(1992)-  48 18 29.19403(N)    112 09 06.38529(W)     ADJUSTED  
 TM0806* NAVD 88     -      1153.     (meters)    3783.     (feet)  SCALED    
 TM0806  ___________________________________________________________________
 TM0806  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 TM0806  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 TM0806
 TM0806  HORZ ORDER  -  SECOND
 TM0806
 TM0806.The horizontal coordinates were established by classical geodetic methods
 TM0806.and adjusted by the National Geodetic Survey in July 1992..
 TM0806
 TM0806.The orthometric height was scaled from a topographic map.
 TM0806
 TM0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0806
 TM0806.The geoid height was determined by GEOID03.
 TM0806
 TM0806;                    North         East     Units Scale Factor Converg.
 TM0806;SPC MT       -   454,270.035   403,398.154   MT  0.99964947   -1 56 23.2
 TM0806;SPC MT       - 1,490,387.25  1,323,484.76   iFT  0.99964947   -1 56 23.2
 TM0806;UTM  12      - 5,351,187.271   414,596.350   MT  0.99968962   -0 51 36.4
 TM0806
 TM0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0806!SPC MT       -   0.99982162  x   0.99964947  =   0.99947115
 TM0806!UTM  12      -   0.99982162  x   0.99968962  =   0.99951129
 TM0806
 TM0806:                Primary Azimuth Mark                     Grid Az
 TM0806:SPC MT       -  MOUNTAIN STS TT CO MICROWAVE             077 08 55.0
 TM0806:UTM  12      -  MOUNTAIN STS TT CO MICROWAVE             076 04 08.2
 TM0806
 TM0806|---------------------------------------------------------------------|
 TM0806| PID    Reference Object                     Distance      Geod. Az  |
 TM0806|                                                           dddmmss.s |
 TM0806| TM0805 MOUNTAIN STS TT CO MICROWAVE        APPROX. 9.0 KM 0751231.8 |
 TM0806| CN3554 FRANCES RM 1                         10.152 METERS 09209     |
 TM0806| CN3553 FRANCES AZ MK                                      0931529.3 |
 TM0806| CN3555 FRANCES RM 2                          8.491 METERS 27118     |
 TM0806|---------------------------------------------------------------------|
 TM0806
 TM0806                          SUPERSEDED SURVEY CONTROL
 TM0806
 TM0806  NAD 83(1986)-  48 18 29.19809(N)    112 09 06.37958(W) AD(       ) 2
 TM0806  NAD 27      -  48 18 29.27421(N)    112 09 03.25939(W) AD(       ) 2
 TM0806
 TM0806.Superseded values are not recommended for survey control.
 TM0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0806.See file dsdata.txt to determine how the superseded data were derived.
 TM0806
 TM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU1459651187(NAD 83)
 TM0806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0806
 TM0806  HISTORY     - Date     Condition        Report By
 TM0806  HISTORY     - 1964     MONUMENTED       CGS
 TM0806  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TM0806
 TM0806                          STATION DESCRIPTION
 TM0806
 TM0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0806'THE STATION IS ABOUT 24 MILES SOUTH-SOUTHEAST OF CUT BANK,
 TM0806'19-1/2 MILES SOUTHWEST OF SHELBY, 4-1/2 MILES EAST OF VALIER,
 TM0806'AND ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 216.
 TM0806'
 TM0806'TO REACH FROM THE CAUTION LIGHT AT THE MAIN INTERSECTION IN
 TM0806'VALIER, GO EAST ON STATE HIGHWAY 216 FOR 4.6 MILES TO A WHITE
 TM0806'HOUSE ON EACH SIDE OF THE HIGHWAY AND THE STATION ON THE LEFT.
 TM0806'TO REACH THE AZIMUTH MARK CONTINUE AHEAD, EAST, FOR 0.4 MILE
 TM0806'TO AZIMUTH MARK ON THE RIGHT.
 TM0806'
 TM0806'THE STATION MARK IS A STANDARD DISK, STAMPED FRANCES 1964, SET
 TM0806'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 TM0806'IT IS 3.0 FEET SOUTH OF A EAST-WEST FENCELINE, 4.3 FEET SOUTHEAST
 TM0806'OF A WITNESS POST, 5.3 FEET SOUTHWEST OF A POWERLINE POLE, 48.3
 TM0806'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 216, AND ABOUT 1
 TM0806'FOOT LOWER THAN THE HIGHWAY.
 TM0806'
 TM0806'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FRANCES NO 1 1964,
 TM0806'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0806'1 INCH.  IT IS 4.0 FEET SOUTH OF THE FENCELINE, 48.2 FEET NORTH
 TM0806'OF THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT LOWER THAN THE
 TM0806'HIGHWAY, AND ABOUT THE SAME ELEVATION AS THE STATION.
 TM0806'
 TM0806'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FRANCES NO 2 1964,
 TM0806'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0806'1 INCH.  IT IS 2.7 FEET SOUTH OF THE FENCELINE, 48.8 FEET NORTH
 TM0806'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT LOWER THAN THE HIGHWAY,
 TM0806'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TM0806'
 TM0806'AZIMUTH MARK IS A STANDARD DISK, STAMPED FRANCES 1964, SET IN
 TM0806'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 TM0806'IT IS 1.0 FEET NORTH OF AN EAST-WEST FENCELINE, 3.0 FEET
 TM0806'WEST OF A WITNESS POST, 39.5 FEET WEST OF THE CENTERLINE OF
 TM0806'A SIDE ROAD, 77.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 TM0806'216, ON THE SOUTH RIGHT-OF-WAY, AND ABOUT 2 FEET HIGHER THAN THE
 TM0806'SIDE ROAD.
 TM0806
 TM0806                          STATION RECOVERY (1974)
 TM0806
 TM0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TM0806'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 TM0806'GOOD CONDITION AS DESCRIBED.
 TM0806'
 TM0806'FROM THE INTERSECTION OF U.S. 91 AND MONTANA 216, GO WEST 9.2
 TM0806'MILES TO STATION ON THE NORTH SIDE OF MONTANA 216.  STATION IS
 TM0806'200 FT DUE NORTH OF AN ALUMINUM 30 FT SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0572 ***********************************************************************
 TJ0572  DESIGNATION -  FRAZER GREAT NORTH RR TANK
 TJ0572  PID         -  TJ0572
 TJ0572  STATE/COUNTY-  MT/VALLEY
 TJ0572  USGS QUAD   -  FRAZER (1972)
 TJ0572
 TJ0572                         *CURRENT SURVEY CONTROL
 TJ0572  ___________________________________________________________________
 TJ0572* NAD 83(1992)-  48 03 42.03088(N)    106 02 31.66427(W)     ADJUSTED  
 TJ0572* NAVD 88     -       645.     (meters)    2116.     (feet)  VERTCON   
 TJ0572  ___________________________________________________________________
 TJ0572  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 TJ0572  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TJ0572
 TJ0572  HORZ ORDER  -  THIRD
 TJ0572
 TJ0572.The horizontal coordinates were established by classical geodetic methods
 TJ0572.and adjusted by the National Geodetic Survey in July 1992..
 TJ0572
 TJ0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0572
 TJ0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0572
 TJ0572.The geoid height was determined by GEOID03.
 TJ0572
 TJ0572;                    North         East     Units Scale Factor Converg.
 TJ0572;SPC MT       -   429,236.319   857,540.251   MT  0.99956077   +2 31 46.0
 TJ0572;SPC MT       - 1,408,255.64  2,813,452.27   iFT  0.99956077   +2 31 46.0
 TJ0572;UTM  13      - 5,323,680.498   422,355.018   MT  0.99967408   -0 46 30.9
 TJ0572
 TJ0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0572!SPC MT       -   0.99990164  x   0.99956077  =   0.99946246
 TJ0572!UTM  13      -   0.99990164  x   0.99967408  =   0.99957576
 TJ0572
 TJ0572                          SUPERSEDED SURVEY CONTROL
 TJ0572
 TJ0572  NAD 83(1986)-  48 03 42.03114(N)    106 02 31.65739(W) AD(       ) 4
 TJ0572  NAD 27      -  48 03 41.96750(N)    106 02 29.59177(W) AD(       ) 3
 TJ0572  NGVD 29 (07/19/86)  644.     (m)         2113.     (f) VERT ANG       
 TJ0572
 TJ0572.Superseded values are not recommended for survey control.
 TJ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0572.See file dsdata.txt to determine how the superseded data were derived.
 TJ0572
 TJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP2235523680(NAD 83)
 TJ0572_MARKER: 53 = ELEVATED TANK
 TJ0572
 TJ0572  HISTORY     - Date     Condition        Report By
 TJ0572  HISTORY     - 1948     FIRST OBSERVED   CGS
 TJ0572
 TJ0572                          STATION DESCRIPTION
 TJ0572
 TJ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0572'THIS IS AN INTERSECTION STATION.
 TJ0572'
 TJ0572'LOCATED IN THE NORTH SECTION OF THE TOWN OF FRAZER AND ADJACENT TO
 TJ0572'THE GREAT NORTHERN RAILROAD RAILROAD TRACKS.  IT IS A FOUR LEGGED
 TJ0572'STEEL STRUCTURE, PAINTED ALUMINUM, AND IS 48.0 FEET IN HEIGHT.
 TJ0572'
 TJ0572'THE HEIGHT WAS OBTAINED BY AN ACTUAL TAPE MEASUREMENT WITH A 300
 TJ0572'FOOT TAPE.  THE POINT OBSERVED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0574 ***********************************************************************
 TJ0574  DESIGNATION -  FRAZER LB
 TJ0574  PID         -  TJ0574
 TJ0574  STATE/COUNTY-  MT/VALLEY
 TJ0574  USGS QUAD   -  FRAZER (1972)
 TJ0574
 TJ0574                         *CURRENT SURVEY CONTROL
 TJ0574  ___________________________________________________________________
 TJ0574* NAD 83(1992)-  48 00 51.81358(N)    106 02 44.40700(W)     ADJUSTED  
 TJ0574* NAVD 88     -       614.6    (meters)    2016.     (feet)  VERTCON   
 TJ0574  ___________________________________________________________________
 TJ0574  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TJ0574  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TJ0574
 TJ0574  HORZ ORDER  -  SECOND
 TJ0574
 TJ0574.The horizontal coordinates were established by classical geodetic methods
 TJ0574.and adjusted by the National Geodetic Survey in July 1992..
 TJ0574
 TJ0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0574
 TJ0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0574
 TJ0574.The geoid height was determined by GEOID03.
 TJ0574
 TJ0574;                    North         East     Units Scale Factor Converg.
 TJ0574;SPC MT       -   423,974.744   857,508.474   MT  0.99954591   +2 31 36.7
 TJ0574;SPC MT       - 1,390,993.25  2,813,348.01   iFT  0.99954591   +2 31 36.7
 TJ0574;UTM  13      - 5,318,428.867   422,019.971   MT  0.99967472   -0 46 38.3
 TJ0574
 TJ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0574!SPC MT       -   0.99990634  x   0.99954591  =   0.99945229
 TJ0574!UTM  13      -   0.99990634  x   0.99967472  =   0.99958109
 TJ0574
 TJ0574|---------------------------------------------------------------------|
 TJ0574| PID    Reference Object                     Distance      Geod. Az  |
 TJ0574|                                                           dddmmss.s |
 TJ0574| TJ0573 FPR 7A LB                            16.708 METERS 16920     |
 TJ0574| TJ0576 FRAZER RB                           350.895 METERS 24948     |
 TJ0574| CQ6559 FRAZER LB RM 1                       17.526 METERS 27157     |
 TJ0574| TJ0578 PORKY RESET                         APPROX. 4.3 KM 3215258.2 |
 TJ0574|---------------------------------------------------------------------|
 TJ0574
 TJ0574                          SUPERSEDED SURVEY CONTROL
 TJ0574
 TJ0574  NAD 83(1986)-  48 00 51.81416(N)    106 02 44.40015(W) AD(       ) 2
 TJ0574  NAD 27      -  48 00 51.75133(N)    106 02 42.33358(W) AD(       ) 2
 TJ0574  NGVD 29 (07/19/86)  614.0    (m)         2014.     (f) VERT ANG       
 TJ0574
 TJ0574.Superseded values are not recommended for survey control.
 TJ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0574.See file dsdata.txt to determine how the superseded data were derived.
 TJ0574
 TJ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP2202018429(NAD 83)
 TJ0574_MARKER: DS = TRIANGULATION STATION DISK
 TJ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0574
 TJ0574  HISTORY     - Date     Condition        Report By
 TJ0574  HISTORY     - 1948     MONUMENTED       CGS
 TJ0574  HISTORY     - 1973     MARK NOT FOUND   NGS
 TJ0574
 TJ0574                          STATION DESCRIPTION
 TJ0574
 TJ0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0574'STATION IS ON THE LEFT BANK OF THE MISSOURI RIVER, ABOUT 3-1/4
 TJ0574'MILES SOUTH OF FRAZER, 3 MILES NE OF THE MOUTH OF HUNGRY CREEK AND
 TJ0574'0.1 MILE NORTHWEST OF WRECKAGE OF OLD BARGE.  IT IS IN THE
 TJ0574'NORTHEAST QUARTER OF SEC. 16, T. 26 N., R. 44 E., ON LAND OWNED BY
 TJ0574'MRS. ABNER TODD.  IT IS 63 FEET EAST OF THE RIVER, 6.8 FEET WEST
 TJ0574'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 TJ0574'STAMPED FRAZER LB 1948.
 TJ0574'
 TJ0574'REFERENCE MARK NO. 1 IS 57.50 FEET WEST OF THE STATION AND 4 FEET
 TJ0574'EAST OF THE RIVER.  THE MARKPROJECTS 6 INCHES AND THE DISK IS
 TJ0574'STAMPED FRAZER LB NO 1 1948.
 TJ0574'
 TJ0574'F.P.R. 7A L.B. (U.S.E.D.) WAS USED AS REFERENCE MARK NO. 2.  A
 TJ0574'TRAVERSE CONNECTION WAS MADE TO THIS MARK AND THE DISTANCE WAS
 TJ0574'FOUND TO BE 54.82 FEET.  IT IS SOUTH-SOUTHEAST OF THE STATION.
 TJ0574'
 TJ0574'NO AZIMUTH MARK WAS SET DUE TO THE DENSITY OF TREES AND BRUSH.
 TJ0574'
 TJ0574'TO REACH FROM THE POST OFFICE IN FRAZER, GO EAST TO THE FIRST SIDE
 TJ0574'STREET, TURN RIGHT AT THE LEIN MOTOR SALES GARAGE AND GO SOUTH 0.15
 TJ0574'MILE TO A T-ROAD, TURN LEFT AND GO EAST 0.2 MILE TO CROSSROADS,
 TJ0574'TURN RIGHT AND GO SOUTH 3.1 MILES TO A WIRE GAP ON THE RIGHT, TURN
 TJ0574'RIGHT THROUGH GAP AND FOLLOW TRACKS OUT OF BRUSH INTO DRAW THEN
 TJ0574'RIGHT ALONG TRACK ROAD 0.45 MILE TO WRECK OF OLD BARGE, CONTINUE ON
 TJ0574'TRACK ROAD 0.1 MILE TO A COTTONWOOD TREE WITH TRIANGLE BLAZE,
 TJ0574'BEAR LEFT TO RIVER BANK AND STATION.
 TJ0574
 TJ0574                          STATION RECOVERY (1973)
 TJ0574
 TJ0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TJ0574'THE STATION HAS BEEN LOST.  THE RIVERBANK HAS EVIDENTLY ERRODED
 TJ0574'AWAY ABOUT 65 FEET.  A CONCRETE POST CONTAINING THE STATION MARK
 TJ0574'WAS FOUND AT THE BOTTOM OF THE BANK, LAYING AT THE EDGE OF THE
 TJ0574'WATER.  NO OTHER MARKS WERE FOUND.  TWO WITNESS POSTS WERE FOUND
 TJ0574'59.5 FEET APART AND 1 FOOT EAST OF THE RIVERBANK.  BROKEN PIECES
 TJ0574'OF CONCRETE WERE FOUND NEAR THE SOUTHERN WITNESS POST, WHICH HAD
 TJ0574'EVIDENTLY BEEN SET NEAR F.P.R. 7 A L.B.  STATION DISK WAS
 TJ0574'REMOVED FROM THE CONCRETE POST.
 TJ0574'
 TJ0574'TO REACH THE STATION SITE FROM FRAZER, GO SOUTH ON THE GRAVEL ROAD
 TJ0574'FOR 3.0 MILES TO A FENCE CORNER, TURN RIGHT THROUGH THE GATE AND
 TJ0574'GO WEST 0.25 MILE.  KEEP LEFT FORK 0.15 MILE, TURN RIGHT AND GO
 TJ0574'60 YARDS TO THE WITNESS POSTS AT THE RIVER BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2527 ***********************************************************************
 AI2527  DESIGNATION -  FRAZER MUN TK
 AI2527  PID         -  AI2527
 AI2527  STATE/COUNTY-  MT/VALLEY
 AI2527  USGS QUAD   -  FRAZER (1972)
 AI2527
 AI2527                         *CURRENT SURVEY CONTROL
 AI2527  ___________________________________________________________________
 AI2527* NAD 83(1992)-  48 03 29.90285(N)    106 02 06.48199(W)     ADJUSTED  
 AI2527* NAVD 88     -                                                        
 AI2527  ___________________________________________________________________
 AI2527  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AI2527  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 AI2527
 AI2527  HORZ ORDER  -  THIRD
 AI2527
 AI2527.The horizontal coordinates were established by classical geodetic methods
 AI2527.and adjusted by the National Geodetic Survey in December 2001..
 AI2527
 AI2527
 AI2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2527
 AI2527.The geoid height was determined by GEOID03.
 AI2527
 AI2527;                    North         East     Units Scale Factor Converg.
 AI2527;SPC MT       -   428,885.281   858,077.459   MT  0.99955969   +2 32 04.4
 AI2527;SPC MT       - 1,407,103.94  2,815,214.76   iFT  0.99955969   +2 32 04.4
 AI2527;UTM  13      - 5,323,299.033   422,871.156   MT  0.99967310   -0 46 12.0
 AI2527
 AI2527                          SUPERSEDED SURVEY CONTROL
 AI2527
 AI2527.No superseded survey control is available for this station.
 AI2527
 AI2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP2287123299(NAD 83)
 AI2527_MARKER: 51 = TANK
 AI2527
 AI2527  HISTORY     - Date     Condition        Report By
 AI2527  HISTORY     - 1984     FIRST OBSERVED   NGS
 AI2527
 AI2527                          STATION DESCRIPTION
 AI2527
 AI2527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI2527'THE POINT INTERSECTED WAS THE FINIAL ATOP THE FRAZER MUNICIPAL WATER
 AI2527'TANK THAT IS LOCATED ON THE EAST SIDE OF FRAZER.  IT IS A CYLINDRICAL
 AI2527'TANK SUPPORTED BY THREE I-BEAM STEEL LEGS, PAINTED ALUMINUM IN COLOR
 AI2527'AND ABOUT 50 FEET (15.2 M) IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0576 ***********************************************************************
 TJ0576  DESIGNATION -  FRAZER RB
 TJ0576  PID         -  TJ0576
 TJ0576  STATE/COUNTY-  MT/MCCONE
 TJ0576  USGS QUAD   -  FRAZER (1972)
 TJ0576
 TJ0576                         *CURRENT SURVEY CONTROL
 TJ0576  ___________________________________________________________________
 TJ0576* NAD 83(1992)-  48 00 47.88899(N)    106 03 00.29666(W)     ADJUSTED  
 TJ0576* NAVD 88     -       613.8    (meters)    2014.     (feet)  VERTCON   
 TJ0576  ___________________________________________________________________
 TJ0576  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TJ0576  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0576
 TJ0576  HORZ ORDER  -  SECOND
 TJ0576
 TJ0576.The horizontal coordinates were established by classical geodetic methods
 TJ0576.and adjusted by the National Geodetic Survey in July 1992..
 TJ0576
 TJ0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0576
 TJ0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0576
 TJ0576.The geoid height was determined by GEOID03.
 TJ0576
 TJ0576;                    North         East     Units Scale Factor Converg.
 TJ0576;SPC MT       -   423,839.199   857,184.989   MT  0.99954557   +2 31 25.1
 TJ0576;SPC MT       - 1,390,548.55  2,812,286.71   iFT  0.99954557   +2 31 25.1
 TJ0576;UTM  13      - 5,318,312.176   421,689.168   MT  0.99967535   -0 46 50.0
 TJ0576
 TJ0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0576!SPC MT       -   0.99990646  x   0.99954557  =   0.99945208
 TJ0576!UTM  13      -   0.99990646  x   0.99967535  =   0.99958184
 TJ0576
 TJ0576|---------------------------------------------------------------------|
 TJ0576| PID    Reference Object                     Distance      Geod. Az  |
 TJ0576|                                                           dddmmss.s |
 TJ0576| TJ0575 FPR 7A RB                            15.384 METERS 05732     |
 TJ0576| TJ0574 FRAZER LB                           350.895 METERS 06947     |
 TJ0576| CQ6560 FRAZER RB RM 1                       22.190 METERS 16008     |
 TJ0576|---------------------------------------------------------------------|
 TJ0576
 TJ0576                          SUPERSEDED SURVEY CONTROL
 TJ0576
 TJ0576  NAD 83(1986)-  48 00 47.88957(N)    106 03 00.28977(W) AD(       ) 2
 TJ0576  NAD 27      -  48 00 47.82699(N)    106 02 58.22145(W) AD(       ) 2
 TJ0576  NGVD 29 (07/19/86)  613.2    (m)         2012.     (f) VERT ANG       
 TJ0576
 TJ0576.Superseded values are not recommended for survey control.
 TJ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0576.See file dsdata.txt to determine how the superseded data were derived.
 TJ0576
 TJ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP2168918312(NAD 83)
 TJ0576_MARKER: DS = TRIANGULATION STATION DISK
 TJ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0576
 TJ0576  HISTORY     - Date     Condition        Report By
 TJ0576  HISTORY     - 1948     MONUMENTED       CGS
 TJ0576  HISTORY     - 1973     MARK NOT FOUND   NGS
 TJ0576
 TJ0576                          STATION DESCRIPTION
 TJ0576
 TJ0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0576'THE STATION IS 3-1/2 MILES SOUTH OF FRAZER, 3 MILES NORTHEAST OF
 TJ0576'THE MOUTH OF HUNGRY CREEK, IN THE N.W. 1/4, SEC. 16, T. 26 N., R.
 TJ0576'44 E.  IT IS 57 FEET WEST OF A SLOUGH BANK, 43 FEET WEST OF A
 TJ0576'24-INCH BLAZED COTTONWOOD TREE, 37 FEET NORTHWEST OF AN 18 INCH
 TJ0576'BLAZED COTTONWOOD TREE AND 9 FEET SOUTHEAST OF A WITNESS POST.
 TJ0576'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FRAZER R B
 TJ0576'1948.  THE LAND IS OWNED BY THE STATE.
 TJ0576'
 TJ0576'REFERENCE MARK NO. 1 IS 72.80 FEET SOUTH-SOUTHEAST OF THE STATION
 TJ0576'AND 69 FEET WEST OF A SLOUGH BANK.  THE MARK PROJECTS 6 INCHES AND
 TJ0576'THE DISK IS STAMPED FRAZER R B NO 1 1948.
 TJ0576'
 TJ0576'F.P.R. 7-A (U.S.E.D.) IS 50.48 FEET EAST-NORTHEAST OF THE STATION.
 TJ0576'IT IS 9 FEET SOUTHEAST OF A 24-INCH BLAZED COTTONWOOD TREE AND 7
 TJ0576'FEET WEST OF A SLOUGH BANK.  THE MARK IS A STANDARD BRONZE DISK OF
 TJ0576'THE UNITED STATES ENGINEER DEPARTMENT FASTENED TO THE TOP OF A
 TJ0576'2-INCH IRON PIPE THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED FPR
 TJ0576'7 A 1947.
 TJ0576'
 TJ0576'TRIANGULATION STATION FRAZER L.B. IS ABOUT 0.5 MILE NORTHEAST OF THE
 TJ0576'STATION, ON THE EAST BANK OF THE MISSOURI RIVER AND WAS USED AS AN
 TJ0576'AZIMUTH MARK.
 TJ0576'
 TJ0576'TO REACH THE STATION FROM THE EAST END OF THE SPILLWAY WHICH IS 5
 TJ0576'MILES SOUTHEAST OF FORT PECK, GO EASTERLY ON THE MAIN TRACK ROAD
 TJ0576'9.6 MILES TO A FORK, BEAR LEFT AND GO 2.9 MILES TO A T-ROAD LEFT AT
 TJ0576'A MAIL BOX AND A RED OIL DRUM OWNED BY JAMES TERRY, CONTINUE
 TJ0576'EASTERLY ON THE MAIN TRACK ROAD FOR 5.90 MILES TO A T-ROAD LEFT,
 TJ0576'(THIS IS 0.55 MILE EAST OF A SCHOOL HOUSE) TURN LEFT, GO NORTH
 TJ0576'FOR 1.3 MILES TO A MAIL BOX AND AN ENTRANCE GATE TO THE R.F.
 TJ0576'MIELKE RANCH, TURN RIGHT, PASS THROUGH THE GATE AND GO EASTERLY
 TJ0576'0.6 MILE TO A GATE EAST OF THE RANCH HOUSE, PASS THROUGH THE GATE,
 TJ0576'BEAR LEFT AND GO NORTHEASTERLY FOR 0.75 MILE TO A GATE IN
 TJ0576'NORTH-SOUTH FENCELINE, PASS THROUGH THE GATE AND FOLLOW A DIM TRACK
 TJ0576'ROAD EASTERLY ALONG THE SOUTH SIDE OF A FENCE FOR 0.4 MILE TO THE
 TJ0576'STATION.
 TJ0576'
 TJ0576'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
 TJ0576
 TJ0576                          STATION RECOVERY (1973)
 TJ0576
 TJ0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TJ0576'THE STATION IS LOST.  NEITHER THE STATION MARK OR REFERENCE MARK
 TJ0576'NO. 1 WERE FOUND.  HOWEVER, A U.S. ARMY WAR DEPARTMENT CORPS OF
 TJ0576'ENGINEERS BENCH MARK DISK, STAMPED 7A 1947 WAS FOUND, BUT CAREFUL
 TJ0576'EXAMINATION OF THE DISK FAILED TO REVEAL ANY SIGNS OF THE DISK
 TJ0576'EVER BEING STAMPED FPR. ALSO, THE MARK IS ON A BANK ALONG AN
 TJ0576'IRRIGATION DITCH, AND THE BANK APPEARS TO HAVE BEEN BUILT UP
 TJ0576'ENOUGH TO HAVE BURIED THE MARK, UNLESS IT WAS RAISED.  THIS MARK
 TJ0576'MAY OR MAY NOT BE IN THE SAME LOCATION AS THE MARK TRAVERSED TO
 TJ0576'FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1097 ***********************************************************************
 SR1097  DESIGNATION -  FRED
 SR1097  PID         -  SR1097
 SR1097  STATE/COUNTY-  MT/FERGUS
 SR1097  USGS QUAD   -  WINIFRED EAST (1985)
 SR1097
 SR1097                         *CURRENT SURVEY CONTROL
 SR1097  ___________________________________________________________________
 SR1097* NAD 83(1992)-  47 33 19.12947(N)    109 20 36.93882(W)     ADJUSTED  
 SR1097* NAVD 88     -      1042.2    (meters)    3419.     (feet)  VERTCON   
 SR1097  ___________________________________________________________________
 SR1097  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 SR1097  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SR1097
 SR1097  HORZ ORDER  -  SECOND
 SR1097
 SR1097.The horizontal coordinates were established by classical geodetic methods
 SR1097.and adjusted by the National Geodetic Survey in July 1992..
 SR1097
 SR1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1097
 SR1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1097
 SR1097.The geoid height was determined by GEOID03.
 SR1097
 SR1097;                    North         East     Units Scale Factor Converg.
 SR1097;SPC MT       -   367,290.263   611,765.165   MT  0.99943748   +0 06 51.9
 SR1097;SPC MT       - 1,205,020.55  2,007,103.56   iFT  0.99943748   +0 06 51.9
 SR1097;UTM  12      - 5,268,206.543   624,616.998   MT  0.99979084   +1 13 20.9
 SR1097
 SR1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1097!SPC MT       -   0.99983893  x   0.99943748  =   0.99927650
 SR1097!UTM  12      -   0.99983893  x   0.99979084  =   0.99962980
 SR1097
 SR1097|---------------------------------------------------------------------|
 SR1097| PID    Reference Object                     Distance      Geod. Az  |
 SR1097|                                                           dddmmss.s |
 SR1097| CQ6561 FRED RM 1                             8.584 METERS 11724     |
 SR1097| CQ6562 FRED RM 2                             7.665 METERS 24041     |
 SR1097| SR1098 DOG                                 APPROX.16.0 KM 3402452.4 |
 SR1097|---------------------------------------------------------------------|
 SR1097
 SR1097                          SUPERSEDED SURVEY CONTROL
 SR1097
 SR1097  NAD 83(1986)-  47 33 19.12739(N)    109 20 36.92006(W) AD(       ) 2
 SR1097  NAD 27      -  47 33 19.19520(N)    109 20 34.27770(W) AD(       ) 2
 SR1097  NGVD 29 (07/19/86) 1041.4    (m)         3417.     (f) VERT ANG       
 SR1097
 SR1097.Superseded values are not recommended for survey control.
 SR1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1097.See file dsdata.txt to determine how the superseded data were derived.
 SR1097
 SR1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT2461768207(NAD 83)
 SR1097_MARKER: DS = TRIANGULATION STATION DISK
 SR1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1097
 SR1097  HISTORY     - Date     Condition        Report By
 SR1097  HISTORY     - 1961     MONUMENTED       CGS
 SR1097
 SR1097                          STATION DESCRIPTION
 SR1097
 SR1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1097'THE STATION IS LOCATED ON A SMALL KNOLL ABOUT 1/4 MILE SOUTH
 SR1097'AND 1-1/2 MILES EAST OF WINIFRED, 6 MILES NORTH AND 1/2 MILE
 SR1097'EAST OF SUFFOLK.
 SR1097'
 SR1097'TO REACH FROM THE POST OFFICE IN WINIFRED, GO EAST ON GRAVELED
 SR1097'STREET FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 SR1097'GO SOUTH ON STATE HIGHWAY 236 FOR 0.35 MILE TO A CROSS ROAD,
 SR1097'TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 1.3 MILES TO A
 SR1097'POINT WHERE THE ROAD MAKES A LEFT TURN TO BYPASS A SMALL KNOLL,
 SR1097'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO TOP OF KNOLL AND
 SR1097'STATION SITE ON THE LEFT.
 SR1097'
 SR1097'THE STATION MARK IS A STANDARD DISK, STAMPED FRED 1961, SET
 SR1097'IN THE TOP OF A 12-INCH SQUARE MONUMENT THAT IS FLUSH.  IT IS
 SR1097'27 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 6.4 FEET
 SR1097'SOUTHWEST OF A WITNESS POST.
 SR1097'
 SR1097'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED FRED NO 1 1961,
 SR1097'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SR1097'IS FLUSH.  IT IS 70 FEET NORTH OF A FENCE, 28 FEET SOUTHWEST
 SR1097'OF THE WITNESS POST AND 16 FEET NORTH OF THE CENTER OF THE TRACK
 SR1097'ROAD.
 SR1097'
 SR1097'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED FRED NO 2 1961,
 SR1097'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SR1097'IS FLUSH.  IT IS 58 FEET NORTH OF THE FENCE, 31 FEET SOUTHWEST
 SR1097'OF THE WITNESS POST AND 13 FEET NORTH OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0750 ***********************************************************************
 TN0750  DESIGNATION -  FREEMAN
 TN0750  PID         -  TN0750
 TN0750  STATE/COUNTY-  MT/LINCOLN
 TN0750  USGS QUAD   -  TROY (1983)
 TN0750
 TN0750                         *CURRENT SURVEY CONTROL
 TN0750  ___________________________________________________________________
 TN0750* NAD 83(1992)-  48 25 15.37405(N)    115 53 30.83252(W)     ADJUSTED  
 TN0750* NAVD 88     -       737.2    (meters)    2419.     (feet)  VERTCON   
 TN0750  ___________________________________________________________________
 TN0750  X           -  -1,852,066.992 (meters)                     COMP
 TN0750  Y           -  -3,815,554.487 (meters)                     COMP
 TN0750  Z           -   4,748,606.754 (meters)                     COMP
 TN0750  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 TN0750  ELLIP HEIGHT-         720.87  (meters)          (07/28/92) GPS OBS
 TN0750  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 TN0750
 TN0750  HORZ ORDER  -  FIRST
 TN0750  ELLP ORDER  -  FIFTH     CLASS I
 TN0750
 TN0750.The horizontal coordinates were established by GPS observations
 TN0750.and adjusted by the National Geodetic Survey in July 1992..
 TN0750
 TN0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0750
 TN0750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0750
 TN0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0750
 TN0750.The ellipsoidal height was determined by GPS observations
 TN0750.and is referenced to NAD 83.
 TN0750
 TN0750.The geoid height was determined by GEOID03.
 TN0750
 TN0750;                    North         East     Units Scale Factor Converg.
 TN0750;SPC MT       -   482,771.325   127,564.016   MT  0.99969639   -4 40 32.5
 TN0750;SPC MT       - 1,583,895.42    418,517.11   iFT  0.99969639   -4 40 32.5
 TN0750;UTM  11      - 5,363,680.444   581,984.166   MT  0.99968258   +0 49 44.2
 TN0750
 TN0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0750!SPC MT       -   0.99988704  x   0.99969639  =   0.99958346
 TN0750!UTM  11      -   0.99988704  x   0.99968258  =   0.99956965
 TN0750
 TN0750                          SUPERSEDED SURVEY CONTROL
 TN0750
 TN0750  NAD 83(1986)-  48 25 15.38606(N)    115 53 30.83859(W) AD(       ) 1
 TN0750  NGVD 29 (11/20/87)  736.1    (m)         2415.     (f) GPS OBS        
 TN0750
 TN0750.Superseded values are not recommended for survey control.
 TN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0750.See file dsdata.txt to determine how the superseded data were derived.
 TN0750
 TN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8198463680(NAD 83)
 TN0750_MARKER: DS = TRIANGULATION STATION DISK
 TN0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0750+STABILITY: SURFACE MOTION
 TN0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0750+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002
 TN0750
 TN0750  HISTORY     - Date     Condition        Report By
 TN0750  HISTORY     - 1986     MONUMENTED       NGS
 TN0750  HISTORY     - 20021105 GOOD             BPA
 TN0750
 TN0750                          STATION DESCRIPTION
 TN0750
 TN0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0750'THE STATION IS LOCATED ABOUT 3.20 KM (2.0 MI) SOUTH OF TROY IN AN
 TN0750'AREA KNOWN AS FREEMAN RIDGE AND IS ALONG THE EAST RIGHT OF WAY OF
 TN0750'21ST AVENUE.
 TN0750'
 TN0750'TO REACH FROM THE PUBLIC SCHOOL IN TROY, GO SOUTHEAST ON U.S.
 TN0750'HIGHWAY 2 FOR 3.52 KM (2.2 MI) TO A ROAD RIGHT JUST WEST OF A
 TN0750'BRIDGE.  TURN RIGHT ON 21ST AVENUE AND GO SOUTHERLY FOR 3.68 KM
 TN0750'(2.3 MI) TO A GROUP OF HOUSES AND THE STATION ON THE LEFT.
 TN0750'
 TN0750'STATION MARK, STAMPED---FREEMAN 1986---, IS A STANDARD DISK SET IN
 TN0750'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 4.7
 TN0750'METERS (15.4 FT) EAST OF THE CENTER OF THE STREET, 4.3 METERS
 TN0750'(14.1 FT) NORTH OF MAILBOX NUMBER 6400 AND 3.4 METERS (11.2 FT)
 TN0750'WEST OF A WITNESS POST SET IN A FENCE LINE.
 TN0750'
 TN0750'AZIMUTH MARK, STAMPED---FREEMAN 1986---, IS A STANDARD DISK SET IN
 TN0750'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TN0750'4.9 METERS (16.1 FT) NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 TN0750'IRON GROUSE ROAD AND 21ST AVENUE, 4.8 METERS (15.8 FT) NORTH OF A
 TN0750'STREET SIGN AND 0.8 METER (2.6 FT) WEST OF A WITNESS POST.
 TN0750'
 TN0750'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 21ST AVENUE
 TN0750'FOR 0.96 KM (0.6 MI) TO THE MARK ON THE LEFT AND IRON GROUSE ROAD
 TN0750'ON THE RIGHT.
 TN0750'
 TN0750'THIS IS A GPS STATION.  IT HAS NO REFERENCE MARKS.
 TN0750
 TN0750                          STATION RECOVERY (2002)
 TN0750
 TN0750'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 2002 (MSS)
 TN0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0751 ***********************************************************************
 TN0751  DESIGNATION -  FREEMAN AZ MK
 TN0751  PID         -  TN0751
 TN0751  STATE/COUNTY-  MT/LINCOLN
 TN0751  USGS QUAD   -  TROY (1983)
 TN0751
 TN0751                         *CURRENT SURVEY CONTROL
 TN0751  ___________________________________________________________________
 TN0751* NAD 83(1992)-  48 24 41.04645(N)    115 53 30.93717(W)     ADJUSTED  
 TN0751* NAVD 88     -       734.7    (meters)    2410.     (feet)  VERTCON   
 TN0751  ___________________________________________________________________
 TN0751  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 TN0751  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TN0751
 TN0751  HORZ ORDER  -  SECOND
 TN0751
 TN0751.The horizontal coordinates were established by classical geodetic methods
 TN0751.and adjusted by the National Geodetic Survey in July 1992..
 TN0751.No horizontal observational check was made to the station.
 TN0751
 TN0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0751
 TN0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0751
 TN0751.The geoid height was determined by GEOID03.
 TN0751
 TN0751;                    North         East     Units Scale Factor Converg.
 TN0751;SPC MT       -   481,715.026   127,475.465   MT  0.99969227   -4 40 32.6
 TN0751;SPC MT       - 1,580,429.88    418,226.59   iFT  0.99969227   -4 40 32.6
 TN0751;UTM  11      - 5,362,620.534   581,997.349   MT  0.99968261   +0 49 43.7
 TN0751
 TN0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0751!SPC MT       -   0.99988741  x   0.99969227  =   0.99957971
 TN0751!UTM  11      -   0.99988741  x   0.99968261  =   0.99957005
 TN0751
 TN0751                          SUPERSEDED SURVEY CONTROL
 TN0751
 TN0751  NAD 83(1986)-  48 24 41.05846(N)    115 53 30.94441(W) AD(       ) 2
 TN0751  NGVD 29 (11/20/87)  733.6    (m)         2407.     (f) VERT ANG       
 TN0751
 TN0751.Superseded values are not recommended for survey control.
 TN0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0751.See file dsdata.txt to determine how the superseded data were derived.
 TN0751
 TN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8199762621(NAD 83)
 TN0751_MARKER: DZ = AZIMUTH MARK DISK
 TN0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0751_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0751+STABILITY: SURFACE MOTION
 TN0751
 TN0751  HISTORY     - Date     Condition        Report By
 TN0751  HISTORY     - 1986     MONUMENTED       NGS
 TN0751
 TN0751                          STATION DESCRIPTION
 TN0751
 TN0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0751'THE AZIMUTH MARK IS LOCATED ABOUT 4.16 KM (2.6 MI) SOUTH OF TROY, ON
 TN0751'FREEMAN RIDGE, ALONG THE EAST SIDE OF 21ST AVENUE AND ACROSS THE
 TN0751'STREET FROM IRON GROUSE ROAD.
 TN0751'
 TN0751'TO REACH FROM THE PUBLIC SCHOOL IN TROY, GO SOUTHEAST ON U.S.
 TN0751'HIGHWAY 2 FOR 3.52 KM (2.2 MI) TO A ROAD ON THE RIGHT JUST BEFORE
 TN0751'CROSSING A BRIDGE.  TURN RIGHT ON 21ST AVENUE AND GO SOUTH FOR 4.64
 TN0751'KM (2.9 MI) TO THE AZIMUTH MARK ON THE LEFT AT THE JUNCTION WITH
 TN0751'IRON GROUSE ROAD.
 TN0751'
 TN0751'AZIMUTH MARK, STAMPED---FREEMAN 1986---, IS A STANDARD DISK SET IN
 TN0751'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 4.9
 TN0751'METERS (16.1 FT) NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 TN0751'IRON GROUSE ROAD AND 21ST AVENUE, 4.8 METERS (15.8 FT) NORTH OF A
 TN0751'STREET SIGN AND 0.8 METER (2.6 FT) WEST OF A WITNESS POST.
 TN0751'
 TN0751'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0633 ***********************************************************************
 ST0633  DESIGNATION -  FREEZE
 ST0633  PID         -  ST0633
 ST0633  STATE/COUNTY-  MT/TETON
 ST0633  USGS QUAD   -  FREEZEOUT LAKE (1987)
 ST0633
 ST0633                         *CURRENT SURVEY CONTROL
 ST0633  ___________________________________________________________________
 ST0633* NAD 83(1992)-  47 38 45.03690(N)    112 03 41.96794(W)     ADJUSTED  
 ST0633* NAVD 88     -      1253.6    (meters)    4113.     (feet)  VERTCON   
 ST0633  ___________________________________________________________________
 ST0633  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 ST0633  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 ST0633
 ST0633  HORZ ORDER  -  THIRD
 ST0633
 ST0633.The horizontal coordinates were established by classical geodetic methods
 ST0633.and adjusted by the National Geodetic Survey in July 1992..
 ST0633
 ST0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0633
 ST0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0633
 ST0633.The geoid height was determined by GEOID03.
 ST0633
 ST0633;                    North         East     Units Scale Factor Converg.
 ST0633;SPC MT       -   380,483.636   407,670.125   MT  0.99945372   -1 52 25.9
 ST0633;SPC MT       - 1,248,305.89  1,337,500.41   iFT  0.99945372   -1 52 25.9
 ST0633;UTM  12      - 5,277,484.371   420,265.018   MT  0.99967813   -0 47 04.6
 ST0633
 ST0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0633!SPC MT       -   0.99980580  x   0.99945372  =   0.99925963
 ST0633!UTM  12      -   0.99980580  x   0.99967813  =   0.99948399
 ST0633
 ST0633                          SUPERSEDED SURVEY CONTROL
 ST0633
 ST0633  NAD 83(1986)-  47 38 45.04154(N)    112 03 41.94858(W) AD(       ) 3
 ST0633  NGVD 29 (05/18/92) 1252.6    (m)         4110.     (f) VERT ANG       
 ST0633
 ST0633.Superseded values are not recommended for survey control.
 ST0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0633.See file dsdata.txt to determine how the superseded data were derived.
 ST0633
 ST0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2026577484(NAD 83)
 ST0633_MARKER: DS = TRIANGULATION STATION DISK
 ST0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0633+STABILITY: SURFACE MOTION
 ST0633
 ST0633  HISTORY     - Date     Condition        Report By
 ST0633  HISTORY     - 1947     MONUMENTED       USGS
 ST0633
 ST0633                          STATION DESCRIPTION
 ST0633
 ST0633'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 ST0633'STATION IS LOCATED ABOUT 4 MI. NW. OF FAIRFIELD, MONTANA, IN SEC. 24,
 ST0633'T 22 N, R 4 W, MOST SOUTHERLY OF A RANGE OF HILLS ON W. SHORE OF
 ST0633'FREEZEOUT LAKE (ALSO KNOWN AS GREENFIELDS LAKE).
 ST0633'
 ST0633'TAKE U.S. HIGHWAY 89 GOING N. FROM FAIRFIELD, MONTANA, 1.4 MI. TO
 ST0633'JUNCTION OF GRAVEL RD. LEADING W.  PROCEED W. ON GRAVEL RD. 2.8 MI.
 ST0633'TURN AT PRIVATE RD. LEADING TO FIRST RANCH ON THE RIGHT AND PROCEED
 ST0633'UP W. SLOPE OF HILL TO STATION.  CAN BE REACHED BY CAR.
 ST0633'
 ST0633'STATION RECOVERED BY USGS IN 1957 AS PREVIOUSLY DESCRIBED IN 1947.
 ST0633'
 ST0633'STATION MARK--STANDARD SURVEY TABLET SET IN A CONCRETE MONUMENT,
 ST0633'STAMPED---FREEZE 1947---.
 ST0633'
 ST0633'REFERENCE MARK NO. 1--STANDARD SURVEY TABLET STAMPED---REF 1---,
 ST0633'SET IN TOP OF CONCRETE MONUMENT AND S 37 DEGREES
 ST0633'28 MINUTES W, DISTANCE 53.35 FT. FROM STATION.
 ST0633'
 ST0633'REFERENCE MARK NO. 2--STANDARD SURVEY TABLET STAMPED---REF 2---,
 ST0633'SET IN TOP OF CONCRETE MONUMENT AND N 53 DEGREES
 ST0633'08 MINUTES W, DISTANCE 72.85 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1557 ***********************************************************************
 SS1557  DESIGNATION -  FRENCHIE
 SS1557  PID         -  SS1557
 SS1557  STATE/COUNTY-  MT/CHOUTEAU
 SS1557  USGS QUAD   -  SHONKIN (1972)
 SS1557
 SS1557                         *CURRENT SURVEY CONTROL
 SS1557  ___________________________________________________________________
 SS1557* NAD 83(1992)-  47 44 42.83634(N)    110 32 59.54519(W)     ADJUSTED  
 SS1557* NAVD 88     -      1084.2    (meters)    3557.     (feet)  VERTCON   
 SS1557  ___________________________________________________________________
 SS1557  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 SS1557  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 SS1557
 SS1557  HORZ ORDER  -  FIRST
 SS1557
 SS1557.The horizontal coordinates were established by classical geodetic methods
 SS1557.and adjusted by the National Geodetic Survey in July 1992..
 SS1557
 SS1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1557
 SS1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1557
 SS1557.The geoid height was determined by GEOID03.
 SS1557
 SS1557;                    North         East     Units Scale Factor Converg.
 SS1557;SPC MT       -   388,910.198   521,311.578   MT  0.99947446   -0 46 04.8
 SS1557;SPC MT       - 1,275,952.09  1,710,339.82   iFT  0.99947446   -0 46 04.8
 SS1557;UTM  12      - 5,288,082.590   533,742.352   MT  0.99961399   +0 19 59.4
 SS1557
 SS1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1557!SPC MT       -   0.99983237  x   0.99947446  =   0.99930692
 SS1557!UTM  12      -   0.99983237  x   0.99961399  =   0.99944643
 SS1557
 SS1557|---------------------------------------------------------------------|
 SS1557| PID    Reference Object                     Distance      Geod. Az  |
 SS1557|                                                           dddmmss.s |
 SS1557| CQ6567 FRENCHIE RM 1                        17.559 METERS 08159     |
 SS1557| CQ6568 FRENCHIE RM 2                        13.789 METERS 15814     |
 SS1557| SS1527 HIGHWOOD BALDY                      APPROX.34.3 KM 1901658.2 |
 SS1557| CQ6566 FRENCHIE AZ MK                                     3541735.7 |
 SS1557|---------------------------------------------------------------------|
 SS1557
 SS1557                          SUPERSEDED SURVEY CONTROL
 SS1557
 SS1557  NAD 83(1986)-  47 44 42.83266(N)    110 32 59.52454(W) AD(       ) 1
 SS1557  NAD 27      -  47 44 42.93400(N)    110 32 56.77500(W) AD(       ) 1
 SS1557  NGVD 29 (07/19/86) 1083.3    (m)         3554.     (f) VERT ANG       
 SS1557
 SS1557.Superseded values are not recommended for survey control.
 SS1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1557.See file dsdata.txt to determine how the superseded data were derived.
 SS1557
 SS1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT3374288083(NAD 83)
 SS1557_MARKER: DS = TRIANGULATION STATION DISK
 SS1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1557
 SS1557  HISTORY     - Date     Condition        Report By
 SS1557  HISTORY     - 1949     MONUMENTED       CGS
 SS1557  HISTORY     - 1961     GOOD             CGS
 SS1557  HISTORY     - 1968     GOOD             CGS
 SS1557  HISTORY     - 1972     GOOD             USGS
 SS1557
 SS1557                          STATION DESCRIPTION
 SS1557
 SS1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1557'STATION IS ABOUT 7 MILES SOUTHEAST OF FORT BENTON, 32 FEET
 SS1557'EAST OF A DIRT ROAD, 16 FEET SOUTHEAST OF A FENCE CORNER,
 SS1557'10 FEET EAST OF A WITNESS POST AND ON LAND OWNED BY MR. GEORGE
 SS1557'DEWAR.
 SS1557'
 SS1557'TO REACH FROM THE POST OFFICE IN FORT BENTON, GO EAST ACROSS
 SS1557'THE BRIDGE FOR 0.2 MILE TO A FORK, KEEP LEFT FOR 3.25 MILES
 SS1557'TO A FORK, KEEP RIGHT FOR 3.8 MILES TO A CROSSROADS AND A
 SS1557'SCHOOL HOUSE ON THE LEFT, BEAR LEFT SOUTHEAST FOR 1.6 MILES
 SS1557'TO TOP OF HILL AND THE STATION ON THE LEFT.
 SS1557'
 SS1557'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 SS1557'THE EAST SIDE OF THE FENCE FOR 0.2 MILE TO THE AZIMUTH MARK
 SS1557'IN THE FENCE LINE.
 SS1557'
 SS1557'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SS1557'FRENCHIE 1949.
 SS1557'
 SS1557'REFERENCE MARK NO. 1 IS IN THE EAST-WEST FENCE LINE.  THE MARK
 SS1557'PROJECTS 10 INCHES AND THE DISK IS STAMPED FRENCHIE NO 1 1949.
 SS1557'
 SS1557'REFERENCE MARK NO. 2 IS IN THE NORTH-SOUTH FENCE LINE.  THE
 SS1557'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FRENCHIE NO 2
 SS1557'1949.
 SS1557'
 SS1557'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, 60 FEET
 SS1557'SOUTH OF A FENCE CORNER AND WIRE GATE, 5 FEET SOUTH OF A
 SS1557'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 SS1557'FRENCHIE 1949.
 SS1557'
 SS1557'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SS1557'SQUARE CONCRETE POSTS.
 SS1557'
 SS1557'A 10-FOOT STAND AT FRENCHIE WILL SEE 4-FOOT STANDS AT SHORT
 SS1557'AND BENCH MARK Z 97, 10-FOOT STAND AT CARTER, 15-FOOT STAND
 SS1557'AT ELIM AND 20-FOOT STANDS AT WOOD, TETON (MO. R C) AND SKIT.
 SS1557
 SS1557                          STATION RECOVERY (1961)
 SS1557
 SS1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1557'THE 1949 DESCRIPTION IS ADEQUATE.
 SS1557'
 SS1557'THE STATION, AZIMUTH AND REFERENCE MARK 1 WERE FOUND IN GOOD
 SS1557'CONDITION.  REFERENCE MARK 2 APPEARS TO HAVE BEEN HIT BY
 SS1557'FARM MACHINERY BUT IS SOLID.
 SS1557
 SS1557                          STATION RECOVERY (1968)
 SS1557
 SS1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1557'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 SS1557'CONDITION.
 SS1557'
 SS1557'DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATELY DESCRIBED AND
 SS1557'STATION IS ON LAND WHICH IS OWNED BY A MR. OSCAR COOK.
 SS1557'
 SS1557'THE MOUNTAIN STATES TELEPHONE COMPANY HAS ERECTED A SHORT MICROWAVE
 SS1557'TOWER ABOUT 150 YARDS SOUTHWEST OF THE STATION.
 SS1557'
 SS1557'SOME REFERENCE MEASUREMENTS TO THE MARKS WERE MADE AT THIS TIME.
 SS1557'
 SS1557'STATION MARK DISK IS STAMPED FRENCHIE 1949 AND THE MARK PROJECTS
 SS1557'ABOUT 3 INCHES.  MARK IS 47.3 FEET WEST-NORTHWEST OF A METAL WITNESS
 SS1557'POST, 34 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 SS1557'AND 16.1 FEET EAST OF A FENCE CORNER.
 SS1557'
 SS1557'REFERENCE MARK NUMBER 1 DISK IS STAMPED FRENCHIE NO 1 1949 AND THE
 SS1557'MARK PROJECTS ABOUT 3 INCHES.  MARK IS 91 FEET NORTH OF THE
 SS1557'APPROXIMATE CENTER OF THE GRAVELED ROAD, 64.5 FEET NORTH OF THE
 SS1557'METAL WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCELINE.
 SS1557'
 SS1557'REFERENCE MARK NUMBER 2 DISK IS STAMPED FRENCHIE NO 2 1949 AND THE
 SS1557'MARK PROJECTS ABOUT 2 INCHES.  MARK IS 26 FEET NORTH OF THE
 SS1557'APPROXIMATE CENTER OF THE GRAVELED ROAD AND 2.2 FEET WEST OF THE
 SS1557'METAL WITNESS POST.
 SS1557'
 SS1557'AZIMUTH MARK DISK IS STAMPED FRENCHIE 1949 AND THE MARK PROJECTS
 SS1557'ABOUT 7 INCHES.  MARK IS 30 FEET WEST OF THE APPROXIMATE CENTER OF A
 SS1557'TRACK ROAD, 0.9 FEET SOUTH OF A METAL WITNESS POST AND IN A
 SS1557'NORTH-SOUTH FENCELINE.
 SS1557
 SS1557                          STATION RECOVERY (1972)
 SS1557
 SS1557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JTD)
 SS1557'TO REACH THE STATION FROM THE MISSOURI RIVER BRIDGE IN FORT
 SS1557'BENTON, MONT., GO EAST ON STATE HWY. 230 FOR 3.5 MILES.  TURN
 SS1557'RIGHT OFF HWY. AND TAKE MAIN GRADED ROAD SOUTH AND EAST FOR
 SS1557'3.8 MILES TO A ROAD FORK.  TAKE LEFT FORK SOUTHEAST FOR 1.6
 SS1557'MILES TO TOP OF RIDGE AND STATION SITE.  THERE IS A NEW
 SS1557'MICROWAVE BLDG. ACROSS THE ROAD FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0566 ***********************************************************************
 QW0566  DESIGNATION -  FRITZ
 QW0566  PID         -  QW0566
 QW0566  STATE/COUNTY-  MT/YELLOWSTONE
 QW0566  USGS QUAD   -  YEGEN (1975)
 QW0566
 QW0566                         *CURRENT SURVEY CONTROL
 QW0566  ___________________________________________________________________
 QW0566* NAD 83(1999)-  45 38 40.12004(N)    108 32 58.84950(W)     ADJUSTED  
 QW0566* NAVD 88     -      1253.1    (meters)    4111.     (feet)  GPS OBS   
 QW0566  ___________________________________________________________________
 QW0566  X           -  -1,421,240.095 (meters)                     COMP
 QW0566  Y           -  -4,235,430.655 (meters)                     COMP
 QW0566  Z           -   4,538,596.470 (meters)                     COMP
 QW0566  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 QW0566  ELLIP HEIGHT-        1240.16  (meters)          (04/09/03) GPS OBS
 QW0566  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 QW0566
 QW0566  HORZ ORDER  -  B
 QW0566  ELLP ORDER  -  FOURTH    CLASS II
 QW0566
 QW0566.The horizontal coordinates were established by GPS observations
 QW0566.and adjusted by the National Geodetic Survey in April 2003..
 QW0566.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0566.DATUM ITEM on the data sheet items page.
 QW0566
 QW0566.The orthometric height was determined by GPS observations and a
 QW0566.high-resolution geoid model.
 QW0566
 QW0566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0566
 QW0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0566
 QW0566.The ellipsoidal height was determined by GPS observations
 QW0566.and is referenced to NAD 83.
 QW0566
 QW0566.The geoid height was determined by GEOID03.
 QW0566
 QW0566;                    North         East     Units Scale Factor Converg.
 QW0566;SPC MT       -   155,427.287   674,058.995   MT  0.99967433   +0 41 42.6
 QW0566;SPC MT       -   509,932.04  2,211,479.64   iFT  0.99967433   +0 41 42.6
 QW0566;UTM  12      - 5,057,468.045   690,944.180   MT  1.00004827   +1 45 09.2
 QW0566
 QW0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0566!SPC MT       -   0.99980561  x   0.99967433  =   0.99948001
 QW0566!UTM  12      -   0.99980561  x   1.00004827  =   0.99985387
 QW0566
 QW0566:                Primary Azimuth Mark                     Grid Az
 QW0566:SPC MT       -  BILLINGS AIRPORT BEACON                  002 19 29.5
 QW0566:UTM  12      -  BILLINGS AIRPORT BEACON                  001 16 02.9
 QW0566
 QW0566|---------------------------------------------------------------------|
 QW0566| PID    Reference Object                     Distance      Geod. Az  |
 QW0566|                                                           dddmmss.s |
 QW0566| QW0558 BILLINGS AIRPORT BEACON             APPROX.17.6 KM 0030112.1 |
 QW0566| QW0518 BILLINGS                            APPROX.10.5 KM 0420506.2 |
 QW0566|---------------------------------------------------------------------|
 QW0566
 QW0566                          SUPERSEDED SURVEY CONTROL
 QW0566
 QW0566  NAD 83(1992)-  45 38 40.11282(N)    108 32 58.85036(W) AD(       ) 3
 QW0566  NAD 83(1986)-  45 38 40.10886(N)    108 32 58.83791(W) AD(       ) 3
 QW0566  NAD 27      -  45 38 40.28226(N)    108 32 56.35206(W) AD(       ) 3
 QW0566  NGVD 29 (07/19/86) 1252.28   (m)         4108.5    (f) LEVELING    3  
 QW0566
 QW0566.Superseded values are not recommended for survey control.
 QW0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0566.See file dsdata.txt to determine how the superseded data were derived.
 QW0566
 QW0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9094457468(NAD 83)
 QW0566_MARKER: DB = BENCH MARK DISK
 QW0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0566_STAMPING: FRITZ 1952
 QW0566_MARK LOGO: USGS  
 QW0566_PROJECTION: PROJECTING 25 CENTIMETERS
 QW0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0566+STABILITY: SURFACE MOTION
 QW0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0566+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2003
 QW0566
 QW0566  HISTORY     - Date     Condition        Report By
 QW0566  HISTORY     - 1952     MONUMENTED       USGS
 QW0566  HISTORY     - 20030210 GOOD             INDIV
 QW0566
 QW0566                          STATION DESCRIPTION
 QW0566
 QW0566'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0566'STATION IS LOCATED ON A SMALL ROUNDING TOP IN SEC.20, T.2 S.,R.26 E.,
 QW0566'ABOUT 9.6 MI. S. OF BILLINGS.
 QW0566'
 QW0566'TO REACH FROM BILLINGS POST OFFICE, GO W. ON U.S. HIGHWAY 10 AND 12,
 QW0566'1.9 MI. TO MACADAM RD. S.  FOLLOW THIS RD. 2.7 MI. TO Y-JUNCTION
 QW0566'ACROSS YELLOWSTONE RIVER.  TAKE RIGHT FORK SW. AND TRAVEL ALONG BEST
 QW0566'TRAVELED RD. 4.7 MI. TO T-RD.S. GO S. ON THIS RD. 2.0 MI. TO FARM RD.
 QW0566'E. GO 0.3 MI. NE. FROM THIS POINT TO HIGH POINT AND STATION.
 QW0566'
 QW0566'STATION MARK - STANDARD TABLET IN CONCRETE POST PROJECTING 0.5 FT.
 QW0566'ABOVE GROUND, STAMPED,---FRITZ 1952---.
 QW0566'
 QW0566'REFERENCE MARKS - NONE.
 QW0566
 QW0566                          STATION RECOVERY (2003)
 QW0566
 QW0566'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DEM)
 QW0566'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 20, T2S,
 QW0566'R26E, AND IS 7.47 MI
 QW0566'(12.0 KM) SOUTH-SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QW0566'SOUTH BILLINGS
 QW0566'BOULEVARD, (SOUTH BILLINGS BOULEVARD INTERCHANGE, EXIT 447). NOTE -
 QW0566'SOUTH BILLINGS
 QW0566'BOULEVARD IS ALSO KNOWN AS BLUE CREEK ROAD AND IS DESIGNATED MONTANA
 QW0566'SECONDARY 416.
 QW0566'OWNERSHIP - BUREAU OF LAND MANAGEMENT.
 QW0566' 
 QW0566'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QW0566'SOUTH BILLINGS
 QW0566'BOULEVARD, EXIT 447, GO SOUTH ON SOUTH BILLINGS BOULEVARD FOR 1.82 MI
 QW0566'(2.9 KM) TO HILLCREST
 QW0566'ROAD.  TURN RIGHT, SOUTHWEST, ON HILLCREST ROAD FOR 4.45 MI (7.2 KM)
 QW0566'TO TEE INTERSECTION
 QW0566'WITH KELLER ROAD.  TURN LEFT, CONTINUING SOUTH, ON HILLCREST ROAD FOR
 QW0566'2.00 MI (3.2KM) TO
 QW0566'VANDAVEER ROAD.  TURN LEFT, NORTHEAST, ON VANDAVEER ROAD FOR 0.3 MI
 QW0566'(0.48 KM) TO A TRACK
 QW0566'ROAD ON LEFT, NORTH SIDE OF ROAD.  FOLLOW TRACK ROAD NORTH FOR 0.11M
 QW0566'(0.17 KM) TO HIGH
 QW0566'POINT AND STATION.
 QW0566' 
 QW0566' 
 QW0566'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1035 ***********************************************************************
 SR1035  DESIGNATION -  FROST
 SR1035  PID         -  SR1035
 SR1035  STATE/COUNTY-  MT/PHILLIPS
 SR1035  USGS QUAD   -  CHAIN BUTTES (1965)
 SR1035
 SR1035                         *CURRENT SURVEY CONTROL
 SR1035  ___________________________________________________________________
 SR1035* NAD 83(1992)-  47 35 45.16783(N)    108 01 39.40016(W)     ADJUSTED  
 SR1035* NAVD 88     -       752.50   (+/-2cm)    2468.8    (feet)  VERTCON   
 SR1035  ___________________________________________________________________
 SR1035  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 SR1035  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SR1035
 SR1035  HORZ ORDER  -  THIRD
 SR1035  VERT ORDER  -  THIRD ? (See Below)
 SR1035
 SR1035.The horizontal coordinates were established by classical geodetic methods
 SR1035.and adjusted by the National Geodetic Survey in July 1992..
 SR1035
 SR1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1035.The vertical order pertains to the NGVD 29 superseded value.
 SR1035
 SR1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1035
 SR1035.The geoid height was determined by GEOID03.
 SR1035
 SR1035;                    North         East     Units Scale Factor Converg.
 SR1035;SPC MT       -   372,826.412   710,664.865   MT  0.99944445   +1 04 37.4
 SR1035;SPC MT       - 1,223,183.77  2,331,577.64   iFT  0.99944445   +1 04 37.4
 SR1035;UTM  12      - 5,275,667.130   723,443.945   MT  1.00021359   +2 11 44.7
 SR1035;UTM  13      - 5,275,827.763   272,405.162   MT  1.00023660   -2 14 11.6
 SR1035
 SR1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1035!SPC MT       -   0.99988448  x   0.99944445  =   0.99932899
 SR1035!UTM  12      -   0.99988448  x   1.00021359  =   1.00009804
 SR1035!UTM  13      -   0.99988448  x   1.00023660  =   1.00012105
 SR1035
 SR1035:                Primary Azimuth Mark                     Grid Az
 SR1035:SPC MT       -  ACROSS                                   256 01 41.6
 SR1035:UTM  12      -  ACROSS                                   254 54 34.3
 SR1035:UTM  13      -  ACROSS                                   259 20 30.6
 SR1035
 SR1035|---------------------------------------------------------------------|
 SR1035| PID    Reference Object                     Distance      Geod. Az  |
 SR1035|                                                           dddmmss.s |
 SR1035| SR1034 ACROSS                              APPROX. 5.6 KM 2570619.0 |
 SR1035|---------------------------------------------------------------------|
 SR1035
 SR1035                          SUPERSEDED SURVEY CONTROL
 SR1035
 SR1035  NAD 83(1986)-  47 35 45.16192(N)    108 01 39.38525(W) AD(       ) 3
 SR1035  NAD 27      -  47 35 45.16600(N)    108 01 36.95700(W) AD(       ) 3
 SR1035  NGVD 29 (07/19/86)  751.76   (m)         2466.4    (f) LEVELING    3  
 SR1035
 SR1035.Superseded values are not recommended for survey control.
 SR1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1035.See file dsdata.txt to determine how the superseded data were derived.
 SR1035
 SR1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT2344475667(NAD 83)
 SR1035_MARKER: DS = TRIANGULATION STATION DISK
 SR1035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1035
 SR1035  HISTORY     - Date     Condition        Report By
 SR1035  HISTORY     - 1885     MONUMENTED       MORC
 SR1035  HISTORY     - 1937     GOOD             USE
 SR1035  HISTORY     - 1965     GOOD             USGS
 SR1035
 SR1035                          STATION DESCRIPTION
 SR1035
 SR1035'DESCRIBED BY US ENGINEERS 1937
 SR1035'THE STATION IS IN PHILLIPS COUNTY ON THE LEFT BANK OF THE
 SR1035'MISSOURI RIVER AND JUST WEST OF THE CENTER OF SECTION 8,
 SR1035'T. 21 N., R. 29 E.  THE STATION IS ON A HIGH KNOB OF THE DIVIDE
 SR1035'BETWEEN HAWLEY CREEK AND THE MISSOURI RIVER AND IS ABOUT 3 MILES
 SR1035'EAST OF BEAUCHAMP CREEK, 2 MILES WEST OF THE FIRST NARROWS
 SR1035'BELOW BEAUCHAMP CREEK, 3/4 MILE NORTH OF THE MISSOURI RIVER
 SR1035'AND 3/4 MILE SOUTH OF HAWLEY CREEK.  STATION IS ON HIGHEST
 SR1035'GROUND IN VICINITY.
 SR1035'
 SR1035'TO REACH STATION BY AUTOMOBILE, PROCEED AS DIRECTED IN DESCRIPTION
 SR1035'OF STATION BEAUCHAMP TO CREST OF DIVIDE OVERLOOKING MISSOURI
 SR1035'RIVER.  AT THIS POINT TURN LEFT AND FOLLOW DIM TRAIL ALONG
 SR1035'TOP OF DIVIDE TO THE EAST, A DISTANCE OF ABOUT 1-1/2 MILES OR
 SR1035'UNTIL OPPOSITE A HIGH GRASSY KNOLL.  FROM THIS POINT TURN
 SR1035'LEFT AND CONTINUE TO TOP OF HILL AND STATION.  STATION HILL
 SR1035'IS HIGHEST GROUND IN VICINITY.
 SR1035'
 SR1035'MONUMENT IS 5 IN IRON PIPE OF M. R. C. WHICH HAS BEEN CONCRETED
 SR1035'AND REPAIRED.
 SR1035'
 SR1035'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SR1035'
 SR1035
 SR1035                          STATION RECOVERY (1965)
 SR1035
 SR1035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SR1035'RECOVERY BY USGS, 1965--THE STATION IS A 5 IN. IRON PIPE WITH
 SR1035'CAP OF CAST IRON AND --CORP OF ENGINEERS-- CAST IN THE CAP.  CENTER
 SR1035'OF CAP HAS RAISED TRIANGLE WITH HOLE IN CENTER.  NO STAMPING.
 SR1035'
 SR1035'STATION MARK--MONUMENT IS 5 IN. IRON PIPE OF MORC WHICH HAS BEEN
 SR1035'CONCRETED AND REPAIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0597 ***********************************************************************
 RU0597  DESIGNATION -  FROZE
 RU0597  PID         -  RU0597
 RU0597  STATE/COUNTY-  MT/TREASURE
 RU0597  USGS QUAD   -  STEIE RANCH (1960)
 RU0597
 RU0597                         *CURRENT SURVEY CONTROL
 RU0597  ___________________________________________________________________
 RU0597* NAD 83(1992)-  46 23 18.11495(N)    107 15 11.25824(W)     ADJUSTED  
 RU0597* NAVD 88     -       891.7    (meters)    2926.     (feet)  VERTCON   
 RU0597  ___________________________________________________________________
 RU0597  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 RU0597  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 RU0597
 RU0597  HORZ ORDER  -  FIRST
 RU0597  VERT ORDER  -  THIRD ? (See Below)
 RU0597
 RU0597.The horizontal coordinates were established by classical geodetic methods
 RU0597.and adjusted by the National Geodetic Survey in July 1992..
 RU0597
 RU0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0597.The vertical order pertains to the NGVD 29 superseded value.
 RU0597
 RU0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0597
 RU0597.The geoid height was determined by GEOID03.
 RU0597
 RU0597;                    North         East     Units Scale Factor Converg.
 RU0597;SPC MT       -   240,102.409   772,709.964   MT  0.99945155   +1 38 36.9
 RU0597;SPC MT       -   787,737.56  2,535,137.68   iFT  0.99945155   +1 38 36.9
 RU0597;UTM  13      - 5,139,665.866   326,761.888   MT  0.99996892   -1 37 54.3
 RU0597
 RU0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0597!SPC MT       -   0.99986256  x   0.99945155  =   0.99931418
 RU0597!UTM  13      -   0.99986256  x   0.99996892  =   0.99983148
 RU0597
 RU0597:                Primary Azimuth Mark                     Grid Az
 RU0597:SPC MT       -  AHLES                                    056 21 32.8
 RU0597:UTM  13      -  AHLES                                    059 38 04.0
 RU0597
 RU0597|---------------------------------------------------------------------|
 RU0597| PID    Reference Object                     Distance      Geod. Az  |
 RU0597|                                                           dddmmss.s |
 RU0597| RU0587 AHLES                               APPROX.20.5 KM 0580009.7 |
 RU0597| CQ6570 FROZE RM 1                           27.739 METERS 13637     |
 RU0597| RU0590 HYSHAM WT                           APPROX.10.7 KM 1704342.8 |
 RU0597| CQ6569 FROZE AZ MK                                        2165909.4 |
 RU0597| CQ6571 FROZE RM 2                           21.751 METERS 22758     |
 RU0597|---------------------------------------------------------------------|
 RU0597
 RU0597                          SUPERSEDED SURVEY CONTROL
 RU0597
 RU0597  NAD 83(1986)-  46 23 18.10895(N)    107 15 11.23158(W) AD(       ) 1
 RU0597  NAD 27      -  46 23 18.15453(N)    107 15 08.98717(W) AD(       ) 1
 RU0597  NGVD 29 (07/19/86)  891.0    (m)         2923.     (f) LEVELING    3  
 RU0597
 RU0597.Superseded values are not recommended for survey control.
 RU0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0597.See file dsdata.txt to determine how the superseded data were derived.
 RU0597
 RU0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM2676239666(NAD 83)
 RU0597_MARKER: DS = TRIANGULATION STATION DISK
 RU0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0597
 RU0597  HISTORY     - Date     Condition        Report By
 RU0597  HISTORY     - 1934     MONUMENTED       CGS
 RU0597  HISTORY     - 1957     GOOD             USGS
 RU0597  HISTORY     - 1971     GOOD             USGS
 RU0597
 RU0597                          STATION DESCRIPTION
 RU0597
 RU0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0597'ABOUT 6 MILES NORTH 14 DEGREES WEST OF HYSHAM, 15-1/2 MILES
 RU0597'SOUTH-SOUTHEAST OF INGOMAR AND 4 MILES NORTH OF YELLOWSTONE
 RU0597'RIVER.  IN T. 7 N., R. 36 E.  ON THE TOP OF A SMALL KNOLL, WHICH
 RU0597'IS THE HIGHEST POINT ON A LOW ROUNDED, SAGE-BRUSH-COVERED MESA.
 RU0597'THE KNOLL IS BARE AND OVERLOOKS FROZE TO DEATH CREEK ABOUT 1-1/2
 RU0597'MILES TO THE NORTHEAST.  MARK IS 16 FEET SOUTHEAST OF POINT
 RU0597'WHERE CLIFF DROPS OFF TO THE NORTHWEST.  PROJECTS 4 INCHES.
 RU0597'
 RU0597'REFERENCE MARK NO. 1, IS EAST-SOUTHEAST OF STATION, ON
 RU0597'SAME KNOLL.  PROJECTS 4 INCHES.
 RU0597'
 RU0597'REFERENCE MARK NO. 2, IS SOUTH-SOUTHWEST OF STATION, ON
 RU0597'SOUTHWEST SLOPE OF SAME RIDGE.  PROJECTS 4 INCHES.
 RU0597'
 RU0597'AZIMUTH MARK, IS SOUTH-SOUTHWEST OF STATION, 20 FEET EAST
 RU0597'OF CENTERLINE OF ROAD.  PROJECTS 6 INCHES.
 RU0597'
 RU0597'REACHED FROM MYER POST OFFICE BY GOING WEST 0.4 MILE TO YELLOWSTONE
 RU0597'RIVER BRIDGE.  CROSS BRIDGE AND CONTINUE NORTH ON OLD U.S. HIGHWAY
 RU0597'10 FOR 1.0 MILE TO A WHITE SQUARE SCHOOLHOUSE, DISTRICT NO. 2,
 RU0597'1910, WHERE HIGHWAY TURNS WEST.  FROM SCHOOL, CONTINUE NORTH ON
 RU0597'A GRADED ROAD 1.0 MILE, THEN RIGHT (EAST) 0.4 MILE, THEN LEFT
 RU0597'(NORTH) 0.4 MILE TO FOOT OF MESA AND END OF LANE, THEN LEFT FORK
 RU0597'0.3 MILE TO TOP OF MESA, MAKING A U-TURN, THEN EAST AND NORTH
 RU0597'0.55 MILE, THEN RIGHT FORK, PASS FARM ON THE RIGHT AND CONTINUE
 RU0597'NORTH 1.0 MILE, THEN TURN RIGHT AND GO EAST AND NORTH 1.5
 RU0597'MILES, TAKE RIGHT FORK, THROUGH CATTLE GUARD AND GO
 RU0597'EAST-NORTHEAST 1.3 MILES TO A DRY CREEK.  CONTINUE 2.1 MILES,
 RU0597'THEN LEAVE MAIN-TRAVELED ROAD, TURN LEFT AND GO NORTHWEST 0.25
 RU0597'MILE, THEN TURN STRAIGHT NORTH AT FENCE CORNER AND GO NORTH AND
 RU0597'NORTHEAST 3.55 MILES TO STATION.
 RU0597'
 RU0597'A 4-FOOT STAND WILL CLEAR ALL LINES.
 RU0597'
 RU0597'HEIGHT OF LIGHT ABOVE STATION MARK - 1.16 METERS.
 RU0597
 RU0597                          STATION RECOVERY (1957)
 RU0597
 RU0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RU0597'STATION RECOVERED IN GOOD CONDITION.
 RU0597'
 RU0597'TO REACH FROM HYSHAM, GO WEST ON U.S. 10 3.5 MILES TO PAVED ROAD
 RU0597'TO RIGHT, TAKE RIGHT FORK (OLD U.S. 10) 4.6 MILES PAST MYERS AND
 RU0597'ACROSS YELLOWSTONE RIVER TO JUNCTION AT CHURCH, TAKE RIGHT FORK
 RU0597'4.8 MILES NORTH ON MAIN GRADED ROAD TO JUNCTION OF GRADED ROAD
 RU0597'TO RIGHT, TAKE RIGHT FORK EAST 4.8 MILES TO SECTION LINE ROAD
 RU0597'NORTH, TAKE LEFT FORK NORTH 3.3 MILES TO FORK, TAKE RIGHT FORK
 RU0597'0.5 MILE TO TOP OF RIDGE AND STATION.
 RU0597
 RU0597                          STATION RECOVERY (1971)
 RU0597
 RU0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EGE)
 RU0597'THE STATION IS LOCATED DUE WEST, ABOUT 12 MILES AIRLINE DISTANCE
 RU0597'FROM VANANDA, MONTANA, ON THE HIGHEST OF SEVERAL BARE ROLLING
 RU0597'HILLS IN SECTION 5, TOWNSHIP 7 NORTH, RANGE 36 EAST.
 RU0597'
 RU0597'TO REACH FROM VANANDA, MONTANA AT THE INTERSECTION OF U.S. HIGHWAY
 RU0597'12 AND A GRAVEL ROAD SOUTH, PROCEED SOUTH ACROSS RAILROAD TRACKS
 RU0597'ON GRAVEL ROAD 2.6 MILES TO ROAD FORKS AT CATTLEGUARD.  TAKE
 RU0597'RIGHT FORK AND PROCEED SOUTH AND WEST 12.8 MILES TO A DIM TRACK
 RU0597'ROAD NORTH.  TURN RIGHT NORTH AND FOLLOW DIM TRACK ROAD 3.8 MILES
 RU0597'TO HIGH POINT AND STATION MARK 85 FEET NORTH OF TRACK ROAD AND
 RU0597'6.0 FEET SOUTHEAST OF WITNESS SIGN ON METAL POST.
 RU0597'
 RU0597'STATION MARK AND REFERENCE MARKS ARE USC AND GS DISKS IN CONCRETE
 RU0597'POSTS PROJECTING 0.5 FEET ABOVE GROUND.
 RU0597'
 RU0597'STATION MARK--DISK STAMPED FROZE 1934.
 RU0597'
 RU0597'REFERENCE MARK NO. 1--DISK STAMPED FROZE 1934 NO. 1.
 RU0597'
 RU0597'REFERENCE MARK NO. 2--DISK STAMPED FROZE 1934 NO. 2.
 RU0597'
 RU0597'STATION AHLES USC AND GS 1934 IS VISIBLE FROM THE GROUND AT THIS
 RU0597'STATION AND WILL SERVE AS AZIMUTH MARK.  ALL OBSERVATIONS WERE
 RU0597'MADE FROM STANDARD TRIPOD.
 RU0597'
 RU0597'THE DIRECTION TO R.M. 2 FAILED TO CONFIRM THE USC AND GS DIRECTION
 RU0597'BY -09 MINUTES AND -54 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0546 ***********************************************************************
 SS0546  DESIGNATION -  FT BENTON CTHSE
 SS0546  PID         -  SS0546
 SS0546  STATE/COUNTY-  MT/CHOUTEAU
 SS0546  USGS QUAD   -  FORT BENTON (1954)
 SS0546
 SS0546                         *CURRENT SURVEY CONTROL
 SS0546  ___________________________________________________________________
 SS0546* NAD 83(1986)-  47 49 03.     (N)    110 40 10.     (W)     SCALED    
 SS0546* NAVD 88     -       803.034  (meters)    2634.62   (feet)  ADJUSTED  
 SS0546  ___________________________________________________________________
 SS0546  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 SS0546  DYNAMIC HT  -         803.053 (meters)    2634.68  (feet)  COMP
 SS0546  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 SS0546
 SS0546  VERT ORDER  -  SECOND    CLASS 0
 SS0546
 SS0546.The horizontal coordinates were scaled from a topographic map and have
 SS0546.an estimated accuracy of +/- 6 seconds.
 SS0546
 SS0546.The orthometric height was determined by differential leveling
 SS0546.and adjusted by the National Geodetic Survey in June 1991..
 SS0546
 SS0546.The geoid height was determined by GEOID03.
 SS0546
 SS0546.The dynamic height is computed by dividing the NAVD 88
 SS0546.geopotential number by the normal gravity value computed on the
 SS0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0546.degrees latitude (g = 980.6199 gals.).
 SS0546
 SS0546.The modeled gravity was interpolated from observed gravity values.
 SS0546
 SS0546;                    North         East    Units  Estimated Accuracy
 SS0546;SPC MT       -   397,070.      512,470.      MT  (+/- 180 meters Scaled)
 SS0546
 SS0546                          SUPERSEDED SURVEY CONTROL
 SS0546
 SS0546  NGVD 29 (??/??/92)  802.19   (m)         2631.9    (f) COMPUTED    2 0
 SS0546
 SS0546.Superseded values are not recommended for survey control.
 SS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0546.See file dsdata.txt to determine how the superseded data were derived.
 SS0546
 SS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT247960(NAD 83)
 SS0546_MARKER: B = BOLT
 SS0546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0546_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0546
 SS0546  HISTORY     - Date     Condition        Report By
 SS0546  HISTORY     - UNK      MONUMENTED       MORC
 SS0546  HISTORY     - 1967     GOOD             NGS
 SS0546
 SS0546                          STATION DESCRIPTION
 SS0546
 SS0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SS0546'IN FORT BENTON.
 SS0546'THE MARK IS IN THE SOUTHEAST CORNER OF THE COURTHOUSE LAWN AT FORT
 SS0546'BENTON.  IT IS 17 YARDS WEST OF THE CENTER OF FRANKLIN STREET, 18
 SS0546'YARDS NORTH OF THE CENTER OF 13 STREET.  THE LETTERS MISSOURI RIVER
 SS0546'COMMISSION USBM ARE CAST IN THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0563 ***********************************************************************
 SQ0563  DESIGNATION -  FT MUSSELSHELL
 SQ0563  PID         -  SQ0563
 SQ0563  STATE/COUNTY-  MT/PETROLEUM
 SQ0563  USGS QUAD   -  GERMAINE COULEE WEST (1965)
 SQ0563
 SQ0563                         *CURRENT SURVEY CONTROL
 SQ0563  ___________________________________________________________________
 SQ0563* NAD 83(1992)-  47 28 33.61151(N)    107 55 54.20753(W)     ADJUSTED  
 SQ0563* NAVD 88     -       813.84   (+/-2cm)    2670.1    (feet)  VERTCON   
 SQ0563  ___________________________________________________________________
 SQ0563  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 SQ0563  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 SQ0563
 SQ0563  HORZ ORDER  -  SECOND
 SQ0563  VERT ORDER  -  THIRD ? (See Below)
 SQ0563
 SQ0563.The horizontal coordinates were established by classical geodetic methods
 SQ0563.and adjusted by the National Geodetic Survey in July 1992..
 SQ0563
 SQ0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0563.The vertical order pertains to the NGVD 29 superseded value.
 SQ0563
 SQ0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0563
 SQ0563.The geoid height was determined by GEOID03.
 SQ0563
 SQ0563;                    North         East     Units Scale Factor Converg.
 SQ0563;SPC MT       -   359,648.454   718,137.486   MT  0.99942531   +1 08 49.9
 SQ0563;SPC MT       - 1,179,949.00  2,356,094.11   iFT  0.99942531   +1 08 49.9
 SQ0563;UTM  13      - 5,262,229.545   279,109.421   MT  1.00019966   -2 09 41.5
 SQ0563;UTM  12      - 5,262,626.899   731,178.208   MT  1.00025682   +2 15 44.3
 SQ0563
 SQ0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0563!SPC MT       -   0.99987484  x   0.99942531  =   0.99930022
 SQ0563!UTM  13      -   0.99987484  x   1.00019966  =   1.00007447
 SQ0563!UTM  12      -   0.99987484  x   1.00025682  =   1.00013162
 SQ0563
 SQ0563:                Primary Azimuth Mark                     Grid Az
 SQ0563:SPC MT       -  TOWN                                     005 54 51.3
 SQ0563:UTM  13      -  TOWN                                     009 13 22.7
 SQ0563:UTM  12      -  TOWN                                     004 47 56.9
 SQ0563
 SQ0563|---------------------------------------------------------------------|
 SQ0563| PID    Reference Object                     Distance      Geod. Az  |
 SQ0563|                                                           dddmmss.s |
 SQ0563| SQ0585 TOWN                                APPROX. 2.9 KM 0070341.2 |
 SQ0563|---------------------------------------------------------------------|
 SQ0563
 SQ0563                          SUPERSEDED SURVEY CONTROL
 SQ0563
 SQ0563  NAD 83(1986)-  47 28 33.60574(N)    107 55 54.19136(W) AD(       ) 2
 SQ0563  NAD 27      -  47 28 33.61200(N)    107 55 51.77800(W) AD(       ) 2
 SQ0563  NGVD 29 (07/19/86)  813.12   (m)         2667.7    (f) LEVELING    3  
 SQ0563
 SQ0563.Superseded values are not recommended for survey control.
 SQ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0563.See file dsdata.txt to determine how the superseded data were derived.
 SQ0563
 SQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN7910962230(NAD 83)
 SQ0563_MARKER: DD = SURVEY DISK
 SQ0563_SETTING: 0 = UNSPECIFIED SETTING
 SQ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0563
 SQ0563  HISTORY     - Date     Condition        Report By
 SQ0563  HISTORY     - 1948     MONUMENTED       USE
 SQ0563
 SQ0563                          STATION DESCRIPTION
 SQ0563
 SQ0563'DESCRIBED BY US ENGINEERS 1948 (MJT)
 SQ0563'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE MOUTH OF SODA
 SQ0563'CREEK, ABOUT 1.25 MILES WEST OF THE MISSOURI RIVER, AND 0.25
 SQ0563'MILE NORTHWEST OF MUSSELSHELL RIVER.
 SQ0563'
 SQ0563'IT IS A U.S. ARMY ENGINEERS MAP CONTROL STATION MARK DISK SET IN
 SQ0563'THE TOP OF A 3-INCH IRON PIPE.  THE MARK PROJECTS 6 INCHES, AND
 SQ0563'THE DISK IS STAMPED FT MUSSELSHELL.
 SQ0563'
 SQ0563'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION COW BOY
 SQ0563'(MORC) TO THIS STATION AND THE DISTANCE WAS FOUND TO BE 1.439
 SQ0563'METERS (4.72 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0482 ***********************************************************************
 SQ0482  DESIGNATION -  FT PECK AET SHORTWAVE RAD MAST
 SQ0482  PID         -  SQ0482
 SQ0482  STATE/COUNTY-  MT/VALLEY
 SQ0482  USGS QUAD   -  YORK ISLAND (1972)
 SQ0482
 SQ0482                         *CURRENT SURVEY CONTROL
 SQ0482  ___________________________________________________________________
 SQ0482* NAD 83(1992)-  47 59 48.22874(N)    106 30 00.85451(W)     ADJUSTED  
 SQ0482* NAVD 88     -                                                        
 SQ0482  ___________________________________________________________________
 SQ0482  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 SQ0482  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 SQ0482
 SQ0482  HORZ ORDER  -  THIRD
 SQ0482
 SQ0482.The horizontal coordinates were established by classical geodetic methods
 SQ0482.and adjusted by the National Geodetic Survey in July 1992..
 SQ0482
 SQ0482
 SQ0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0482
 SQ0482.The geoid height was determined by GEOID03.
 SQ0482
 SQ0482;                    North         East     Units Scale Factor Converg.
 SQ0482;SPC MT       -   420,616.997   823,714.931   MT  0.99954053   +2 11 39.6
 SQ0482;SPC MT       - 1,379,977.02  2,702,476.81   iFT  0.99954053   +2 11 39.6
 SQ0482;UTM  13      - 5,317,025.732   388,083.286   MT  0.99975391   -1 06 53.8
 SQ0482
 SQ0482                          SUPERSEDED SURVEY CONTROL
 SQ0482
 SQ0482  NAD 83(1986)-  47 59 48.22702(N)    106 30 00.84458(W) AD(       ) 4
 SQ0482  NAD 27      -  47 59 48.16168(N)    106 29 58.69134(W) AD(       ) 3
 SQ0482
 SQ0482.Superseded values are not recommended for survey control.
 SQ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0482.See file dsdata.txt to determine how the superseded data were derived.
 SQ0482
 SQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP8808317026(NAD 83)
 SQ0482_MARKER: 42 = RADIO/TV MAST
 SQ0482
 SQ0482  HISTORY     - Date     Condition        Report By
 SQ0482  HISTORY     - 1948     FIRST OBSERVED   CGS
 SQ0482  HISTORY     - 1967     GOOD             CGS
 SQ0482
 SQ0482                          STATION DESCRIPTION
 SQ0482
 SQ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0482'STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE WEST END OF THE FORT
 SQ0482'PECK DAM AND ABOUT 1/4 MILE WEST OF THE FORT PECK RESERVOIR.
 SQ0482'IT IS A SQUARE STEEL STRUCTURE, PAINTED IN ALTERNATE ORANGE AND
 SQ0482'WHITE SECTIONS, AND STANDS ON A 6-FOOT CONCRETE PEDESTAL.
 SQ0482'THE HEIGHT WAS MEASURED WITH A TRANSIT AND TAPE, AND WAS
 SQ0482'FOUND TO BE 185 FEET.  THE POINT OF INTERSECTION WAS THE CENTER
 SQ0482'OF THE TOP OF THE MAST.
 SQ0482
 SQ0482                          STATION RECOVERY (1967)
 SQ0482
 SQ0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SQ0482'RECOVERED AS DESCRIBED IN 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0605 ***********************************************************************
 TJ0605  DESIGNATION -  FT PECK SPILLWAY SHAFT AREA TK
 TJ0605  PID         -  TJ0605
 TJ0605  STATE/COUNTY-  MT/MCCONE
 TJ0605  USGS QUAD   -  FORT PECK (1972)
 TJ0605
 TJ0605                         *CURRENT SURVEY CONTROL
 TJ0605  ___________________________________________________________________
 TJ0605* NAD 83(1992)-  48 00 39.69336(N)    106 23 37.56906(W)     ADJUSTED  
 TJ0605* NAVD 88     -                                                        
 TJ0605  ___________________________________________________________________
 TJ0605  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 TJ0605  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0605
 TJ0605  HORZ ORDER  -  THIRD
 TJ0605
 TJ0605.The horizontal coordinates were established by classical geodetic methods
 TJ0605.and adjusted by the National Geodetic Survey in July 1992..
 TJ0605
 TJ0605
 TJ0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0605
 TJ0605.The geoid height was determined by GEOID03.
 TJ0605
 TJ0605;                    North         East     Units Scale Factor Converg.
 TJ0605;SPC MT       -   422,514.057   831,587.982   MT  0.99954487   +2 16 20.0
 TJ0605;SPC MT       - 1,386,200.97  2,728,307.03   iFT  0.99954487   +2 16 20.0
 TJ0605;UTM  13      - 5,318,465.510   396,054.305   MT  0.99973276   -1 02 09.8
 TJ0605
 TJ0605                          SUPERSEDED SURVEY CONTROL
 TJ0605
 TJ0605  NAD 83(1986)-  48 00 39.69248(N)    106 23 37.55936(W) AD(       ) 4
 TJ0605  NAD 27      -  48 00 39.63300(N)    106 23 35.42600(W) AD(       ) 3
 TJ0605
 TJ0605.Superseded values are not recommended for survey control.
 TJ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0605.See file dsdata.txt to determine how the superseded data were derived.
 TJ0605
 TJ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP9605418466(NAD 83)
 TJ0605_MARKER: 53 = ELEVATED TANK
 TJ0605
 TJ0605  HISTORY     - Date     Condition        Report By
 TJ0605  HISTORY     - 1948     FIRST OBSERVED   CGS
 TJ0605  HISTORY     - 20060909 MARK NOT FOUND   GEOCAC
 TJ0605
 TJ0605                          STATION DESCRIPTION
 TJ0605
 TJ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 TJ0605'STATION IS LOCATED ON A HIGH BLUFF EAST OF THE FORT PECK DAM,
 TJ0605'AND ABOUT 0.2 MILE NORTHEAST OF THE EMERGENCY SHAFT AND
 TJ0605'SUBSTATION AREA.  IT IS A STEEL STRUCTURE ABOUT 30 FEET
 TJ0605'IN DIAMETER, AND THE UPPER HALF IS PAINTED IN ORANGE AND
 TJ0605'WHITE CHECKERBOARD STYLE.  THE HEIGHT WAS MEASURED WITH
 TJ0605'A TRANSIT AND TAPE, AND WAS FOUND TO BE 30 FEET.  THE POINT
 TJ0605'OF INTERSECTION WAS THE CENTER OF THE TOP OF THE TANK.
 TJ0605
 TJ0605                          STATION RECOVERY (2006)
 TJ0605
 TJ0605'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 TJ0605'THERE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1603 ***********************************************************************
 SS1603  DESIGNATION -  FT SHAW
 SS1603  PID         -  SS1603
 SS1603  STATE/COUNTY-  MT/CASCADE
 SS1603  USGS QUAD   -  CASCADE COLONY (1983)
 SS1603
 SS1603                         *CURRENT SURVEY CONTROL
 SS1603  ___________________________________________________________________
 SS1603* NAD 83(1992)-  47 29 12.59949(N)    111 51 45.00633(W)     ADJUSTED  
 SS1603* NAVD 88     -      1312.2    (meters)    4305.     (feet)  VERTCON   
 SS1603  ___________________________________________________________________
 SS1603  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 SS1603  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 SS1603
 SS1603  HORZ ORDER  -  THIRD
 SS1603
 SS1603.The horizontal coordinates were established by classical geodetic methods
 SS1603.and adjusted by the National Geodetic Survey in July 1992..
 SS1603
 SS1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1603
 SS1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1603
 SS1603.The geoid height was determined by GEOID03.
 SS1603
 SS1603;                    North         East     Units Scale Factor Converg.
 SS1603;SPC MT       -   362,352.480   422,085.215   MT  0.99942686   -1 43 41.4
 SS1603;SPC MT       - 1,188,820.47  1,384,794.01   iFT  0.99942686   -1 43 41.4
 SS1603;UTM  12      - 5,259,626.924   435,026.005   MT  0.99965188   -0 38 08.8
 SS1603
 SS1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1603!SPC MT       -   0.99979659  x   0.99942686  =   0.99922356
 SS1603!UTM  12      -   0.99979659  x   0.99965188  =   0.99944854
 SS1603
 SS1603                          SUPERSEDED SURVEY CONTROL
 SS1603
 SS1603  NAD 83(1986)-  47 29 12.60141(N)    111 51 44.98675(W) AD(       ) 3
 SS1603  NGVD 29 (05/18/92) 1311.3    (m)         4302.     (f) VERT ANG       
 SS1603
 SS1603.Superseded values are not recommended for survey control.
 SS1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1603.See file dsdata.txt to determine how the superseded data were derived.
 SS1603
 SS1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT3502659627(NAD 83)
 SS1603_MARKER: DS = TRIANGULATION STATION DISK
 SS1603_SETTING: 66 = SET IN ROCK OUTCROP
 SS1603_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 SS1603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1603+STABILITY: POSITION/ELEVATION WELL
 SS1603
 SS1603  HISTORY     - Date     Condition        Report By
 SS1603  HISTORY     - 1948     MONUMENTED       USGS
 SS1603
 SS1603                          STATION DESCRIPTION
 SS1603
 SS1603'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 SS1603'STATION IS LOCATED ABOUT 4 MI. E. OF SIMMS, MONTANA, IN SEC. 16,
 SS1603'T 20 N, R 2 W, LOCATED 3 FT. FROM EDGE ON RIM OF N. MOST POINT OF
 SS1603'SHAW BUTTE.  RIM IS MUCH LOWER THAN REST OF BUTTE.
 SS1603'
 SS1603'RECOVERED BY USGS IN 1957.
 SS1603'
 SS1603'STATION MARK--STANDARD TABLET CEMENTED IN ROCK, STAMPED---
 SS1603'---FT. SHAW 1947---.
 SS1603'
 SS1603'REFERENCE MARK NO. 1--A 3/4 IN. IRON PIPE, 82.20 FT. FROM STATION MARK
 SS1603'S 75 DEGREES 11 MINUTES E.
 SS1603'
 SS1603'REFERENCE MARK NO. 2--A 3/4 IN. IRON PIPE, 59.40 FT. FROM STATION MARK
 SS1603'S 04 DEGREES 20 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0359 ***********************************************************************
 QV0359  DESIGNATION -  FT SMITH
 QV0359  PID         -  QV0359
 QV0359  STATE/COUNTY-  MT/BIG HORN
 QV0359  USGS QUAD   -  YELLOWTAIL DAM (1983)
 QV0359
 QV0359                         *CURRENT SURVEY CONTROL
 QV0359  ___________________________________________________________________
 QV0359* NAD 83(1993)-  45 15 03.33625(N)    107 53 47.95043(W)     ADJUSTED  
 QV0359* NAVD 88     -      1584.3    (meters)    5198.     (feet)  VERTCON   
 QV0359  ___________________________________________________________________
 QV0359  LAPLACE CORR-         -10.18  (seconds)                    DEFLEC99
 QV0359  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 QV0359
 QV0359  HORZ ORDER  -  FIRST
 QV0359
 QV0359.The horizontal coordinates were established by classical geodetic methods
 QV0359.and adjusted by the National Geodetic Survey in January 1997..
 QV0359
 QV0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0359
 QV0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0359
 QV0359.The geoid height was determined by GEOID03.
 QV0359
 QV0359;                    North         East     Units Scale Factor Converg.
 QV0359;SPC MT       -   112,536.938   725,839.254   MT  0.99985865   +1 10 22.3
 QV0359;SPC MT       -   369,215.68  2,381,362.38   iFT  0.99985865   +1 10 22.3
 QV0359;UTM  13      - 5,014,908.138   272,698.854   MT  1.00023530   -2 03 29.1
 QV0359
 QV0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0359!SPC MT       -   0.99975362  x   0.99985865  =   0.99961231
 QV0359!UTM  13      -   0.99975362  x   1.00023530  =   0.99998886
 QV0359
 QV0359|---------------------------------------------------------------------|
 QV0359| PID    Reference Object                     Distance      Geod. Az  |
 QV0359|                                                           dddmmss.s |
 QV0359| CQ6573 FT SMITH RM 1                        16.036 METERS 02516     |
 QV0359| QV0342 AIRWAY BCN 34 10 MI NW WYOLA        APPROX.25.4 KM 1033037.8 |
 QV0359| CQ6572 FT SMITH AZ MK                                     1264336.2 |
 QV0359| CQ6574 FT SMITH RM 2                         8.381 METERS 29757     |
 QV0359|---------------------------------------------------------------------|
 QV0359
 QV0359                          SUPERSEDED SURVEY CONTROL
 QV0359
 QV0359  NAD 83(1992)-  45 15 03.32853(N)    107 53 47.94232(W) AD(       ) 1
 QV0359  NAD 83(1986)-  45 15 03.32853(N)    107 53 47.93730(W) AD(       ) 1
 QV0359  NAD 27      -  45 15 03.47200(N)    107 53 45.55000(W) AD(       ) 1
 QV0359  NGVD 29 (07/19/86) 1583.5    (m)         5195.     (f) VERT ANG       
 QV0359
 QV0359.Superseded values are not recommended for survey control.
 QV0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0359.See file dsdata.txt to determine how the superseded data were derived.
 QV0359
 QV0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL7269914908(NAD 83)
 QV0359_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QV0359_SETTING: 66 = SET IN ROCK OUTCROP
 QV0359_SP_SET: SET IN ROCK OUTCROP
 QV0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QV0359+STABILITY: POSITION/ELEVATION WELL
 QV0359
 QV0359  HISTORY     - Date     Condition        Report By
 QV0359  HISTORY     - 1925     MONUMENTED       CGS
 QV0359  HISTORY     - 1934     GOOD             CGS
 QV0359  HISTORY     - 1957     GOOD             CGS
 QV0359  HISTORY     - 1957     GOOD             USGS
 QV0359  HISTORY     - 1964     GOOD             USGS
 QV0359
 QV0359                          STATION DESCRIPTION
 QV0359
 QV0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 QV0359'ABOUT 4 MILES SOUTH FROM THE SITE OF OLD FORT SMITH, ON A
 QV0359'HIGH BARE RIDGE JUST NORTH OF THE HEAD OF LIME KILN CREEK.  THE
 QV0359'RIDGE EXTENDS IN A NORTHWEST AND SOUTHEAST DIRECTION WITH
 QV0359'RATHER A STEEP SLOPE ON THE NORTHWEST SIDE AND GENTLY SLOPING
 QV0359'TO THE SOUTHEAST.  LOOKING AT IT FROM WYOLA STATION IT HAS
 QV0359'THE APPEARANCE OF A ROUND TOP BUTTE.  IT IS ABOUT 3 MILES,
 QV0359'AIRLINE, FROM THE FORT SMITH FARM HOUSE AND BEARS 175 DEG
 QV0359'MAGNETIC.  THE STATION IS ON THE HIGHEST POINT ON THE RIDGE
 QV0359'JUST TO THE WEST OF A SHEEP-HERDERS WINDBREAK MADE OF STONE.
 QV0359'
 QV0359'TO REACH THE STATION GO TO HARDIN AND TAKE THE ROAD UP BIG
 QV0359'HORN VALLEY TO OLD FORT SMITH.  FROM THERE TAKE THE ROAD UP
 QV0359'LIME KILN CREEK.  THIS ROAD LEADS UP ON THE MESA AND OVER TO
 QV0359'BLACK CANYON.  FOLLOW THE ROAD UP THE MESA UNTIL THE STATION
 QV0359'BEARS A LITTLE NORTH OF EAST, THEN TAKE DIM ROAD EASTWARD
 QV0359'ROUND THE HEAD OF THE DRAW AND HEAD ACROSS THE MESA FOR THE
 QV0359'SOUTHEAST END OF THE RIDGE ON WHICH IS THE STATION.  A TRUCK
 QV0359'CAN BE DRIVEN UP THE SOUTHEAST SLOPE VERY NEAR TO THE STATION.
 QV0359'
 QV0359'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.17 METERS.
 QV0359
 QV0359                          STATION RECOVERY (1934)
 QV0359
 QV0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0359'ABOUT 3 MILES SOUTH FROM THE SITE OF OLD FORT SMITH ON A HIGH
 QV0359'BARE RIDGE JUST NORTH OF THE HEAD OF LIME KILN CREEK.  THE
 QV0359'RIDGE EXTENDS IN A NORTHWEST AND SOUTHEAST DIRECTION WITH
 QV0359'STEEP SLOPE ON THE NORTHWEST AND GENTLY SLOPING TO THE SOUTHEAST.
 QV0359'ABOUT 175 DEGREES MAGNETIC FROM THE FORT SMITH FARM HOUSE.
 QV0359'MARK WAS RESET IN OLD DRILL HOLE.  BOTH REFERENCE MARKS WERE
 QV0359'RESET IN OLD DRILL HOLES.  THE MARKS ARE UNNUMBERED AND THE
 QV0359'WRONG IDENTIFICATION WAS GIVEN THEM IN THE DATA OF 1925.  A NEW
 QV0359'AZIMUTH MARK WAS ESTABLISHED.
 QV0359'
 QV0359'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION ON SAME
 QV0359'KNOLL.
 QV0359'
 QV0359'REFERENCE MARK NO. 2, IS WEST-NORTHWEST OF STATION ON SAME KNOLL.
 QV0359'
 QV0359'AZIMUTH MARK IS EAST-SOUTHEAST OF STATION ON WEST LEDGE AROUND
 QV0359'SECOND AND HIGHEST KNOLL TO THE EAST-SOUTHEAST.
 QV0359'
 QV0359'REACHED FROM HARDIN BY GOING WEST FROM THE DEPOT ON THE NORTH
 QV0359'SIDE OF THE RAILROAD TRACKS FOR 0.9 MILE, THEN TURN LEFT,
 QV0359'CROSS TRACKS AND GO IN A SOUTHERLY DIRECTION ON A GRAVELED ROAD
 QV0359'7.75 MILES TO THE BIG HORN RIVER BRIDGE, CONTINUE SOUTH AND
 QV0359'WEST 14.3 MILES TO A SMALL TOWN, SAINT XAVIER.  TURN SOUTH
 QV0359'AT STORE ON GRADED GRAVELED ROAD AND GO SOUTH AND WEST 14.9
 QV0359'MILES TO CROSSROADS ON NORTH BANK OF IRRIGATION DITCH.  (THIS
 QV0359'POINT IS 0.35 MILE SOUTH OF AN OLD MISSION).  CROSS DITCH AND
 QV0359'CONTINUE SOUTHWEST AND SOUTH ON MAIN-TRAVELED UNIMPROVED ROAD
 QV0359'0.9 MILE TO TOP OF MESA.  CONTINUE SOUTH 0.55 MILE TO FORK
 QV0359'AND THE FORT SMITH RANCH ON THE LEFT.  TAKE RIGHT FORK ON BLACK
 QV0359'CANYON AND GO 1.55 MILES, THEN LEFT FORK 0.45 MILE, THEN
 QV0359'STRAIGHT AHEAD ON RIGHT FORK 0.25 MILE TO GATE.  CONTINUE
 QV0359'0.55 MILE TO LIME KILN CREEK, CROSS CREEK AND CONTINUE 50
 QV0359'YARDS TO GATE.  PASS THROUGH GATE AND CONTINUE (CROSSING CREEK
 QV0359'AGAIN AT 0.05 MILE) SOUTH AND SOUTHWEST 3.85 MILES,
 QV0359'CLIMBING STEEP GRADE ON SWITCH-BACK GRADED ROAD TO AN
 QV0359'IRON GATE (NEARLY AT THE TOP OF RIDGE).  THEN 3.25 MILES TO
 QV0359'A FORK, TAKE LEFT FORK AND GO EAST ON DIM ROAD 1.3 MILES.
 QV0359'LEAVE ROAD HERE AND TURN RIGHT, KEEPING TO THE RIGHT OF
 QV0359'GROVE OF TREES, THEN LEFT TOWARD THE SOUTHEAST END OF
 QV0359'RIDGE 1.0 MILE.  THEN TURN LEFT UP RIDGE AND GO 1.0 MILE TO
 QV0359'STATION.  (AFTER TURNING UP RIDGE THE TRAVELING IS
 QV0359'QUITE ROCKY AND STEEP BUT EASILY MADE BY KEEPING TO THE LEFT
 QV0359'OF THE HIGHEST PART OF RIDGE).
 QV0359
 QV0359                          STATION RECOVERY (1957)
 QV0359
 QV0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0359'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED
 QV0359'AND FOUND TO BE IN EXCELLENT CONDITION.  THE 1957 DISTANCES
 QV0359'AND DIRECTIONS CHECKED WITH THE OLD DISTANCES AND DIRECTIONS.
 QV0359'
 QV0359'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 QV0359'
 QV0359'STATION IS REACHED FROM SAINT XAVIER BY GOING SOUTH AND WEST
 QV0359'ON SURFACED ROAD 4.4 MILES TO THE END OF THE SURFACED ROAD.
 QV0359'CONTINUE WEST, SOUTH AND WEST, ON THE MAIN GRAVEL ROAD 10.1
 QV0359'MILES TO CROSSROADS AT NORTH END OF A WOODEN BRIDGE OVER AN
 QV0359'IRRIGATION CANAL, CROSS BRIDGE AND CONTINUE ON THE MAIN ROAD
 QV0359'0.8 MILE TO A SIDE ROAD RIGHT AT A FENCE CORNER AT THE TOP
 QV0359'OF A MESA.  CONTINUE STRAIGHT AHEAD 0.5 MILE TO WHERE THE
 QV0359'MAIN ROAD TURNS LEFT TOWARD RANCH BUILDINGS AND AN UNIMPROVED
 QV0359'ROAD LEADS STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD, SOUTH AND
 QV0359'WEST ALONG TELEPHONE LINE 2.15 MILES TO A CATTLE GUARD,
 QV0359'CROSS CATTLE GUARD, TAKE IMMEDIATE LEFT FORK, STRAIGHT
 QV0359'AHEAD, 1.15 MILES TO A GATE ABOUT 50 YARDS BEYOND A SMALL
 QV0359'WOODEN BRIDGE OVER THE LIME KILN CREEK, PASS THROUGH GATE, TAKE
 QV0359'IMMEDIATE LEFT FORK, CROSS CREEK AGAIN AND FOLLOW PLAIN
 QV0359'TRACK ROAD SOUTHWESTERLY UP CREEK 1.4 MILES TO WHERE THE
 QV0359'ROAD BEARS RIGHT UP GRADE AND LEAVES CREEK BOTTOM, CONTINUE
 QV0359'SOUTHWESTERLY ON MAIN ROAD, KEEPING ALL RIGHT FORKS,
 QV0359'(FORKS ARE OPTIONAL) 2.7 MILES TO A GATE, (LOOKING DOWN THE
 QV0359'FENCE LINE TO LEFT, STATION IS ON THE PROMINENT HILL
 QV0359'ABOUT 15 DEGREES TO RIGHT OF FENCE LINE).  CONTINUE
 QV0359'SOUTHWESTERLY AND SOUTHERLY ON PLAIN TRACK ROAD 4.05 MILES
 QV0359'TO A ROCK JUST TO THE LEFT OF THE ROAD BEARING YELLOW KEEL
 QV0359'MARKS.  CONTINUE ON ROAD ABOUT 40 YARDS, TURN LEFT ON
 QV0359'TRACKS 0.1 MILE TO A TELEPHONE LINE AND PLAIN TRACKS LEADING
 QV0359'NORTHEASTERLY TOWARD SOUTHEAST END OF STATION HILL, FOLLOW
 QV0359'TRACKS NORTHEASTERLY ALONG HIGH GROUND 1.05 MILE TO A SMALL
 QV0359'WATER HOLE ON RIGHT AND END OF THE PLAIN TRACKS, CONTINUE
 QV0359'STRAIGHT AHEAD PASSING TO THE LEFT OF TWO ROCKY MOUNDS, THEN
 QV0359'RIGHT TOWARD THE RIGHT END OF A LINE OF SPRUCE TREES, PICK
 QV0359'WAY THROUGH EVERGREENS AND CONTINUE NORTHEASTERLY 0.75 MILE
 QV0359'TO SOUTHEAST END OF STATION RIDGE, THEN LEFT, KEEPING TO LEFT
 QV0359'OF THE HIGHEST PART OF THE RIDGE 0.6 MILE TO THE AZIMUTH MARK
 QV0359'WHICH IS ON TOP OF THE RIDGE AND ON THE SECOND HIGHEST KNOLL
 QV0359'FROM THE STATION, CONTINUE 0.25 MILE NORTHEASTERLY ALONG
 QV0359'RIDGE TO HIGHEST POINT AND STATION.  THE COMPLETE SURFACE OF
 QV0359'THE KNOLL IN WHICH THE STATION AND REFERENCE MARKS ARE SET IS
 QV0359'AN OUTCROP OF BEDROCK.
 QV0359'
 QV0359'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QV0359'OUTCROPPING BEDROCK.  THE STATION MARK IS FLUSH AND IS STAMPED
 QV0359'FT SMITH 1925.  NO WITNESS POST WAS SET.
 QV0359'
 QV0359'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QV0359'IN OUTCROPPING BEDROCK, ON THE SAME LEVEL AS THE STATION AND
 QV0359'IS STAMPED FT SMITH NO 1 1925.
 QV0359'
 QV0359'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QV0359'IN OUTCROPPING BEDROCK, ON THE SAME LEVEL AS THE STATION AND
 QV0359'IS STAMPED FT SMITH NO 2 1925.
 QV0359'
 QV0359'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QV0359'AN OUTCROP OF BEDROCK MEASURING 2 FEET BY 4 FEET AND IS STAMPED
 QV0359'AZIMUTH 1934.  NO WHITE WITNESS POST WAS SET.
 QV0359
 QV0359                          STATION RECOVERY (1957)
 QV0359
 QV0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QV0359'STATION MARK - - USC AND GS STANDARD DISK STAMPED---FT. SMITH
 QV0359'1925---, AND CEMENTED INTO A ROCK OUTCROP.
 QV0359
 QV0359                          STATION RECOVERY (1964)
 QV0359
 QV0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (GRS)
 QV0359'TO REACH FROM YELLOWTAIL RURAL STATION POST OFFICE, GO WEST
 QV0359'ON GRAVEL ROAD FOR 0.2 MILE TO Y-FORK.  TAKE LEFT FORK SOUTHWEST
 QV0359'FOR 0.1 MILE TO Y-FORK.  TAKE LEFT FORK SOUTHWEST 0.3 MILE TO
 QV0359'Y-FORK.  TAKE RIGHT FORK (FORDING CREEK) FOR 0.3 MILE TO Y-FORK.
 QV0359'TAKE LEFT FORK 0.05 MILE TO Y-FORK.  TAKE RIGHT FORK (AGAIN
 QV0359'FORDING CREEK) AND FOLLOW PLAIN TRACK ROAD SOUTHWESTERLY UP
 QV0359'CREEK 1.4 MILES TO WHERE THE ROAD BEARS RIGHT UP GRADE AND
 QV0359'LEAVES CREEK BOTTOM, CONTINUE SOUTHWESTERLY ON MAIN ROAD,
 QV0359'ETC. 1957 DESCRIPTION IS ADEQUATE FROM THIS POINT ON, EXCEPT
 QV0359'THAT IS SHOULD READ 0.25 MILE NORTHWESTERLY ALONG RIDGE TO
 QV0359'HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0540 ***********************************************************************
 RW0540  DESIGNATION -  FULLER
 RW0540  PID         -  RW0540
 RW0540  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0540  USGS QUAD   -  HAUSER LAKE (1972)
 RW0540
 RW0540                         *CURRENT SURVEY CONTROL
 RW0540  ___________________________________________________________________
 RW0540* NAD 83(1992)-  46 41 13.45357(N)    111 45 28.68880(W)     ADJUSTED  
 RW0540* NAVD 88     -      1487.     (meters)    4879.     (feet)  SCALED    
 RW0540  ___________________________________________________________________
 RW0540  LAPLACE CORR-           9.17  (seconds)                    DEFLEC99
 RW0540  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 RW0540
 RW0540  HORZ ORDER  -  THIRD
 RW0540
 RW0540.The horizontal coordinates were established by classical geodetic methods
 RW0540.and adjusted by the National Geodetic Survey in July 1992..
 RW0540
 RW0540.The orthometric height was scaled from a topographic map.
 RW0540
 RW0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0540
 RW0540.The geoid height was determined by GEOID03.
 RW0540
 RW0540;                    North         East     Units Scale Factor Converg.
 RW0540;SPC MT       -   273,298.762   427,393.864   MT  0.99940869   -1 39 06.2
 RW0540;SPC MT       -   896,649.48  1,402,210.84   iFT  0.99940869   -1 39 06.2
 RW0540;UTM  12      - 5,170,669.301   442,039.477   MT  0.99964129   -0 33 05.5
 RW0540
 RW0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0540!SPC MT       -   0.99976897  x   0.99940869  =   0.99917779
 RW0540!UTM  12      -   0.99976897  x   0.99964129  =   0.99941034
 RW0540
 RW0540                          SUPERSEDED SURVEY CONTROL
 RW0540
 RW0540  NAD 83(1986)-  46 41 13.44719(N)    111 45 28.68902(W) AD(       ) 3
 RW0540
 RW0540.Superseded values are not recommended for survey control.
 RW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0540.See file dsdata.txt to determine how the superseded data were derived.
 RW0540
 RW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS4203970669(NAD 83)
 RW0540_MARKER: DS = TRIANGULATION STATION DISK
 RW0540_SETTING: 66 = SET IN ROCK OUTCROP
 RW0540_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RW0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0540
 RW0540  HISTORY     - Date     Condition        Report By
 RW0540  HISTORY     - 1891     MONUMENTED       MORC
 RW0540  HISTORY     - 1972     GOOD             USGS
 RW0540
 RW0540                          STATION DESCRIPTION
 RW0540
 RW0540'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0540'FULLER IS ON RIGHT BANK, ON MIDDLE ONE OF THREE RIDGES OF ABOUT THE
 RW0540'SAME ELEVATION, RUNNING NW. AND SE., ABOUT 3-1/2 MI. E. OF STUBBS
 RW0540'FERRY AND SAME DISTANCE N. FROM RIVER AT FRENCH BAR.  RIDGE IS VERY
 RW0540'ROCKY AND IS JUST SEEN OVER RIDGE IN FRONT FROM TRIANGULATION STATION
 RW0540'STUBBS.
 RW0540'
 RW0540'RECOVERED BY USGS IN 1972 AND REDESCRIBED AS FOLLOWS
 RW0540'
 RW0540'THE STATION IS LOCATED ABOUT 2.5 MI. (AIRLINE) SW. OF YORK, MONTANA,
 RW0540'ON THE MIDDLE RIDGE OF THREE, IN SEC. 29, T 11 N, R 1 W.
 RW0540'
 RW0540'TO REACH THE STATION FROM THE STORE AT YORK, MONTANA, GO 1 MI. SW. ON
 RW0540'PAVED RD. TO GRADED RD. SE., THENCE LEFT ON GRADED RD. FOR 3.4 MI. TO
 RW0540'DIM RD. NW. (RIGHT), 0.9 MI. TO LARGE CLEARING TO LEFT, AT THIS POINT
 RW0540'LEAVE TRUCK AND PACK SE. OVER FIRST RIDGE TO SECOND RIDGE.  ABOUT A 30
 RW0540'MINUTE TRIP AND ABOUT 0.4 OF A MI.
 RW0540'
 RW0540'STATION MARK--COPPER BOLT IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0465 ***********************************************************************
 RT0465  DESIGNATION -  FULTON
 RT0465  PID         -  RT0465
 RT0465  STATE/COUNTY-  MT/CARTER
 RT0465  USGS QUAD   -  PINEY BUTTE SW (1981)
 RT0465
 RT0465                         *CURRENT SURVEY CONTROL
 RT0465  ___________________________________________________________________
 RT0465* NAD 83(1996)-  46 04 33.76663(N)    104 37 51.56351(W)     ADJUSTED  
 RT0465* NAVD 88     -       990.0    (meters)    3248.     (feet)  VERTCON   
 RT0465  ___________________________________________________________________
 RT0465  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 RT0465  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RT0465
 RT0465  HORZ ORDER  -  FIRST
 RT0465
 RT0465.The horizontal coordinates were established by classical geodetic methods
 RT0465.and adjusted by the National Geodetic Survey in January 1998..
 RT0465
 RT0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0465
 RT0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0465
 RT0465.The geoid height was determined by GEOID03.
 RT0465
 RT0465;                    North         East     Units Scale Factor Converg.
 RT0465;SPC MT       -   214,624.487   976,231.210   MT  0.99952498   +3 33 42.1
 RT0465;SPC MT       -   704,148.58  3,202,858.30   iFT  0.99952498   +3 33 42.1
 RT0465;UTM  13      - 5,102,562.995   528,534.132   MT  0.99961001   +0 15 56.8
 RT0465
 RT0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0465!SPC MT       -   0.99984732  x   0.99952498  =   0.99937238
 RT0465!UTM  13      -   0.99984732  x   0.99961001  =   0.99945739
 RT0465
 RT0465:                Primary Azimuth Mark                     Grid Az
 RT0465:SPC MT       -  FULTON AZ MK                             054 15 14.9
 RT0465:UTM  13      -  FULTON AZ MK                             057 33 00.2
 RT0465
 RT0465|---------------------------------------------------------------------|
 RT0465| PID    Reference Object                     Distance      Geod. Az  |
 RT0465|                                                           dddmmss.s |
 RT0465| CQ7643 FULTON AZ MK                                       0574857.0 |
 RT0465| CQ7644 FULTON RM 1                           8.000 METERS 09156     |
 RT0465| CQ7645 FULTON RM 2                           6.748 METERS 33202     |
 RT0465|---------------------------------------------------------------------|
 RT0465
 RT0465                          SUPERSEDED SURVEY CONTROL
 RT0465
 RT0465  NAD 83(1992)-  46 04 33.76647(N)    104 37 51.56215(W) AD(       ) 1
 RT0465  NAD 83(1986)-  46 04 33.74202(N)    104 37 51.54625(W) AD(       ) 1
 RT0465  NAD 27      -  46 04 33.74700(N)    104 37 49.70500(W) AD(       ) 1
 RT0465  NGVD 29 (07/19/86)  989.4    (m)         3246.     (f) VERT ANG       
 RT0465
 RT0465.Superseded values are not recommended for survey control.
 RT0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0465.See file dsdata.txt to determine how the superseded data were derived.
 RT0465
 RT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM2853402563(NAD 83)
 RT0465_MARKER: DS = TRIANGULATION STATION DISK
 RT0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0465
 RT0465  HISTORY     - Date     Condition        Report By
 RT0465  HISTORY     - 1949     MONUMENTED       CGS
 RT0465
 RT0465                          STATION DESCRIPTION
 RT0465
 RT0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0465'THE STATION IS LOCATED IN THE MIDST OF CULTIVATED FIELDS IN A
 RT0465'SMALL GRASSY OPENING ON THE HIGHEST POINT OF A SMALL
 RT0465'ROUND-TOPPED HILL THAT IS ABOUT 13 MILES NORTH NORTHWEST OF
 RT0465'THE TOWN OF EKALAKA, ABOUT 27 MILES SOUTHWEST OF THE TOWN
 RT0465'BAKER, AND ABOUT 33 MILES EAST SOUTHEAST OF THE MIZPAH POST
 RT0465'OFFICE.
 RT0465'
 RT0465'THE STATION CAN BE REACHED FROM THE BANK BUILDING IN THE TOWN
 RT0465'OF EKALAKA BY GOING WEST ON THE STREET JUST SOUTH OF THE BANK
 RT0465'FOR 0.1 MILE TO A CROSS STREET.  TURN RIGHT, NORTH, AND FOLLOW
 RT0465'THE MAIN ROAD FOR 9.9 MILES TO A FORK.  TAKE THE LEFT FORK AND
 RT0465'FOLLOW THE MAIN ROAD NORTHERLY FOR 1.0 MILE TO A CATTLE GUARD.
 RT0465'CROSS THE CATTLE GUARD AND KEEP THE RIGHT FORK OF THE MAIN
 RT0465'TRAVELED ROAD FOR 1.0 MILE TO ANOTHER CATTLE GUARD.  CONTINUE
 RT0465'ON THE MAIN ROAD UP THE DRAW FOR 2.2 MILES TO ANOTHER CATTLE
 RT0465'GUARD.  CROSS THE CATTLE GUARD AND GO ABOUT 0.05 MILE TO A
 RT0465'GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND GO
 RT0465'WESTERLY ON THE SOUTH SIDE OF THE FENCE FOR 1.0 MILE TO A
 RT0465'GATE.  PASS THROUGH THE GATE AND GO 0.1 MILE TO A FORK.
 RT0465'TAKE THE RIGHT FORK FOR 0.1 MILE TO SOME FARM BUILDINGS
 RT0465'AND CORRALS.  PASS THROUGH THE YARD BETWEEN THE BUILDINGS
 RT0465'AND THE CORRALS AND GO WEST FOR 0.7 MILE TO A FORK.  KEEP
 RT0465'THE LEFT FORK, STRAIGHT AHEAD, FOR 0.2 MILE TO A GATE AND
 RT0465'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE TRACK ROAD FOR
 RT0465'0.3 MILE TO THE EDGE OF A FIELD.  KEEP STRAIGHT AHEAD
 RT0465'ON THE TRACK ROAD ACROSS THE FIELD FOR 0.35 MILE TO A DEEP
 RT0465'DITCH.  TURN LEFT OFF THE TRACK ROAD AND GO 0.1 MILE TO THE
 RT0465'HIGHEST POINT OF THE HILL AND THE STATION.
 RT0465'
 RT0465'THE STATION MARK, STAMPED FULTON 1949, IS A STANDARD STATION
 RT0465'MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE
 RT0465'POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 RT0465'GROUND.  IT IS ABOUT 0.1 MILE SOUTHWEST OF THE TRACK ROAD AND
 RT0465'6.7 FEET SOUTHEAST OF A WITNESS POST.
 RT0465'
 RT0465'REFERENCE MARK NUMBER 1, STAMPED FULTON NO 1 1949, IS A
 RT0465'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A
 RT0465'10 BY 10 INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES
 RT0465'ABOVE THE SURFACE OF THE GROUND.
 RT0465'
 RT0465'REFERENCE MARK NUMBER 2, STAMPED FULTON NO 2 1949, IS A STANDARD
 RT0465'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10
 RT0465'INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 RT0465'SURFACE OF THE GROUND.
 RT0465'
 RT0465'THE AZIMUTH MARK, STAMPED FULTON 1949, IS A STANDARD AZIMUTH
 RT0465'MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE
 RT0465'POST THAT PROJECTS ABOVE THE SURFACE OF THE GROUND ABOUT 6
 RT0465'INCHES.  IT IS 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET
 RT0465'NORTH OF A WITNESS POST, AND 33 FEET SOUTH OF THE CENTER OF THE
 RT0465'GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0565 ***********************************************************************
 TJ0565  DESIGNATION -  FURHAMAN
 TJ0565  PID         -  TJ0565
 TJ0565  STATE/COUNTY-  MT/VALLEY
 TJ0565  USGS QUAD   -  CAMERON POINT (1973)
 TJ0565
 TJ0565                         *CURRENT SURVEY CONTROL
 TJ0565  ___________________________________________________________________
 TJ0565* NAD 83(1992)-  48 30 37.72827(N)    106 25 11.01505(W)     ADJUSTED  
 TJ0565* NAVD 88     -       923.5    (meters)    3030.     (feet)  VERTCON   
 TJ0565  ___________________________________________________________________
 TJ0565  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 TJ0565  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0565
 TJ0565  HORZ ORDER  -  FIRST
 TJ0565
 TJ0565.The horizontal coordinates were established by classical geodetic methods
 TJ0565.and adjusted by the National Geodetic Survey in July 1992..
 TJ0565
 TJ0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0565
 TJ0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0565
 TJ0565.The geoid height was determined by GEOID03.
 TJ0565
 TJ0565;                    North         East     Units Scale Factor Converg.
 TJ0565;SPC MT       -   477,911.388   827,471.014   MT  0.99973646   +2 15 11.6
 TJ0565;SPC MT       - 1,567,950.75  2,714,799.91   iFT  0.99973646   +2 15 11.6
 TJ0565;UTM  13      - 5,374,013.712   395,145.103   MT  0.99973508   -1 03 48.9
 TJ0565
 TJ0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0565!SPC MT       -   0.99985795  x   0.99973646  =   0.99959445
 TJ0565!UTM  13      -   0.99985795  x   0.99973508  =   0.99959307
 TJ0565
 TJ0565|---------------------------------------------------------------------|
 TJ0565| PID    Reference Object                     Distance      Geod. Az  |
 TJ0565|                                                           dddmmss.s |
 TJ0565| TJ0564 BM                                    2.070 METERS 01330     |
 TJ0565| CQ6576 FURHAMAN RM 1                        25.792 METERS 06946     |
 TJ0565| CQ6575 FURHAMAN AZ MK                                     1035950.0 |
 TJ0565| CQ6577 FURHAMAN RM 2                        27.783 METERS 15306     |
 TJ0565|---------------------------------------------------------------------|
 TJ0565
 TJ0565                          SUPERSEDED SURVEY CONTROL
 TJ0565
 TJ0565  NAD 83(1986)-  48 30 37.72680(N)    106 25 11.01162(W) AD(       ) 1
 TJ0565  NAD 27      -  48 30 37.63300(N)    106 25 08.89900(W) AD(       ) 1
 TJ0565  NGVD 29 (07/19/86)  922.8    (m)         3028.     (f) VERT ANG       
 TJ0565
 TJ0565.Superseded values are not recommended for survey control.
 TJ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0565.See file dsdata.txt to determine how the superseded data were derived.
 TJ0565
 TJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP9514574014(NAD 83)
 TJ0565_MARKER: DS = TRIANGULATION STATION DISK
 TJ0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0565
 TJ0565  HISTORY     - Date     Condition        Report By
 TJ0565  HISTORY     - 1934     MONUMENTED       CGS
 TJ0565
 TJ0565                          STATION DESCRIPTION
 TJ0565
 TJ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0565'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF LARSLAN
 TJ0565'AND IS ON THE HIGHEST POINT OF THE MESA BETWEEN MAIN PORCUPINE
 TJ0565'CREEK AND ITS EAST FORK.  IT IS IN SEC. 20, T. 32 N., R. 41 E.
 TJ0565'AND IS ON INDIAN RESERVATION LAND.
 TJ0565'
 TJ0565'THE STATION MARK PROJECTS 4 INCHES, IT IS 1/2 MILE EAST OF
 TJ0565'THE JOE KRAMER RANCH AND 1/2 MILE NORTH-NORTHWEST OF THE
 TJ0565'JOHN FURHMAN RANCH.
 TJ0565'
 TJ0565'TO REACH THE STATION FROM LARSLAN POST OFFICE GO WEST ON
 TJ0565'GRADED ROAD 1.0 MILE, THEN NORTH 1.0 MILE, THEN WEST 6.0 MILES
 TJ0565'TO A CROSSROADS.  (THERE IS A WHITE SCHOOLHOUSE ABOUT 1/4
 TJ0565'MILE NORTH OF THIS POINT).  HERE TURN LEFT, SOUTH, AND GO
 TJ0565'0.9 MILE TO END OF SECTION-LINE ROAD.  BEAR TO THE LEFT AND
 TJ0565'FOLLOW PLAIN TRACK, CONTINUE SOUTH 1.1 MILES TO A TAR PAPER
 TJ0565'SHACK AND CORRALS.  PASS THROUGH THE GATE BETWEEN HOUSE AND
 TJ0565'CORRALS AND GO 0.7 MILE SOUTHWEST ON DIM ROAD ACROSS VALLEY
 TJ0565'TO A FENCE CORNER AND GATE ON THE RIGHT.  KEEP TO THE LEFT
 TJ0565'OR EAST OF THE FENCE AND CONTINUE 0.6 MILE TO A DIM
 TJ0565'CROSSROADS.  HERE TURN RIGHT, WEST, AND FOLLOW ROAD 3.5 MILES
 TJ0565'WEST AND SOUTH TO TOP OF RIDGE.  (THERE ARE FARM
 TJ0565'BUILDINGS 1/4 MILE SOUTH OF THIS POINT).  HERE TURN
 TJ0565'RIGHT, WEST, AND GO 0.3 MILE CROSS COUNTRY TO HIGHEST POINT
 TJ0565'OF RIDGE AND STATION.
 TJ0565'
 TJ0565'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TJ0565'BRONZE DISKS SET IN CONCRETE.
 TJ0565'
 TJ0565'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND
 TJ0565'PROJECTS 6 INCHES.
 TJ0565'
 TJ0565'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND PROJECTS
 TJ0565'4 INCHES.
 TJ0565'
 TJ0565'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS EAST-SOUTHEAST
 TJ0565'OF THE STATION.  IT IS IN A NORTH-AND-SOUTH FENCE.
 TJ0565'
 TJ0565'A 15-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0284 ***********************************************************************
 ST0284  DESIGNATION -  G 10 R
 ST0284  PID         -  ST0284
 ST0284  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0284  USGS QUAD   -  GOUCHNOUR RANCH (1963)
 ST0284
 ST0284                         *CURRENT SURVEY CONTROL
 ST0284  ___________________________________________________________________
 ST0284* NAD 83(1986)-  47 25 07.     (N)    112 17 55.     (W)     SCALED    
 ST0284* NAVD 88     -      1249.825  (meters)    4100.47   (feet)  ADJUSTED  
 ST0284  ___________________________________________________________________
 ST0284  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0284  DYNAMIC HT  -        1249.646 (meters)    4099.88  (feet)  COMP
 ST0284  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 ST0284
 ST0284  VERT ORDER  -  SECOND    CLASS 0
 ST0284
 ST0284.The horizontal coordinates were scaled from a topographic map and have
 ST0284.an estimated accuracy of +/- 6 seconds.
 ST0284
 ST0284.The orthometric height was determined by differential leveling
 ST0284.and adjusted by the National Geodetic Survey in June 1991..
 ST0284
 ST0284.The geoid height was determined by GEOID03.
 ST0284
 ST0284.The dynamic height is computed by dividing the NAVD 88
 ST0284.geopotential number by the normal gravity value computed on the
 ST0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0284.degrees latitude (g = 980.6199 gals.).
 ST0284
 ST0284.The modeled gravity was interpolated from observed gravity values.
 ST0284
 ST0284;                    North         East    Units  Estimated Accuracy
 ST0284;SPC MT       -   355,860.      388,990.      MT  (+/- 180 meters Scaled)
 ST0284
 ST0284                          SUPERSEDED SURVEY CONTROL
 ST0284
 ST0284  NGVD 29 (??/??/92) 1248.811  (m)         4097.14   (f) ADJ UNCH    2 0
 ST0284
 ST0284.Superseded values are not recommended for survey control.
 ST0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0284.See file dsdata.txt to determine how the superseded data were derived.
 ST0284
 ST0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT020525(NAD 83)
 ST0284_MARKER: DS = TRIANGULATION STATION DISK
 ST0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0284_STAMPING: G 10 R 1961
 ST0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0284+STABILITY: SURFACE MOTION
 ST0284
 ST0284  HISTORY     - Date     Condition        Report By
 ST0284  HISTORY     - 1961     MONUMENTED       CGS
 ST0284
 ST0284                          STATION DESCRIPTION
 ST0284
 ST0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0284'7.75 MI SE FROM AUGUSTA.
 ST0284'5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0284'AUGUSTA, THENCE 2.2 MILES EAST ALONG A COUNTY ROAD, AT THE T JUNCTION
 ST0284'OF FENCES, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42.4 FEET
 ST0284'NORTHEAST OF G 10 R R.M.2, 34.6 FEET WEST OF G 10 R R.M. 1, 32 FEET
 ST0284'EAST-SOUTHEAST OF THE FENCE JUNCTION, 6.4 FEET SOUTH-SOUTHWEST OF A
 ST0284'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0284'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0286 ***********************************************************************
 ST0286  DESIGNATION -  G 10 R AZ MK
 ST0286  PID         -  ST0286
 ST0286  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0286  USGS QUAD   -  GOUCHNOUR RANCH (1963)
 ST0286
 ST0286                         *CURRENT SURVEY CONTROL
 ST0286  ___________________________________________________________________
 ST0286* NAD 83(1986)-  47 25 11.     (N)    112 17 12.     (W)     SCALED    
 ST0286* NAVD 88     -      1248.009  (meters)    4094.51   (feet)  ADJUSTED  
 ST0286  ___________________________________________________________________
 ST0286  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 ST0286  DYNAMIC HT  -        1247.833 (meters)    4093.93  (feet)  COMP
 ST0286  MODELED GRAV-     980,429.0   (mgal)                       NAVD 88
 ST0286
 ST0286  VERT ORDER  -  SECOND    CLASS 0
 ST0286
 ST0286.The horizontal coordinates were scaled from a topographic map and have
 ST0286.an estimated accuracy of +/- 6 seconds.
 ST0286
 ST0286.The orthometric height was determined by differential leveling
 ST0286.and adjusted by the National Geodetic Survey in June 1991..
 ST0286
 ST0286.The geoid height was determined by GEOID03.
 ST0286
 ST0286.The dynamic height is computed by dividing the NAVD 88
 ST0286.geopotential number by the normal gravity value computed on the
 ST0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0286.degrees latitude (g = 980.6199 gals.).
 ST0286
 ST0286.The modeled gravity was interpolated from observed gravity values.
 ST0286
 ST0286;                    North         East    Units  Estimated Accuracy
 ST0286;SPC MT       -   355,950.      389,890.      MT  (+/- 180 meters Scaled)
 ST0286
 ST0286                          SUPERSEDED SURVEY CONTROL
 ST0286
 ST0286  NGVD 29 (??/??/92) 1247.00   (m)         4091.2    (f) COMPUTED    2 0
 ST0286
 ST0286.Superseded values are not recommended for survey control.
 ST0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0286.See file dsdata.txt to determine how the superseded data were derived.
 ST0286
 ST0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT029526(NAD 83)
 ST0286_MARKER: DZ = AZIMUTH MARK DISK
 ST0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0286_STAMPING: G 10 R 1961
 ST0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0286+STABILITY: SURFACE MOTION
 ST0286
 ST0286  HISTORY     - Date     Condition        Report By
 ST0286  HISTORY     - 1961     MONUMENTED       CGS
 ST0286
 ST0286                          STATION DESCRIPTION
 ST0286
 ST0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0286'8.35 MI SE FROM AUGUSTA.
 ST0286'5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0286'AUGUSTA, THENCE 2.8 MILES EAST ALONG A COUNTY ROAD, ON TOP OF A SMALL
 ST0286'KNOLL, 21 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH
 ST0286'OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 ST0286'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 ST0286'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0285 ***********************************************************************
 ST0285  DESIGNATION -  G 10 R RM 1
 ST0285  PID         -  ST0285
 ST0285  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0285  USGS QUAD   -  GOUCHNOUR RANCH (1963)
 ST0285
 ST0285                         *CURRENT SURVEY CONTROL
 ST0285  ___________________________________________________________________
 ST0285* NAD 83(1986)-  47 25 08.     (N)    112 17 52.     (W)     SCALED    
 ST0285* NAVD 88     -      1249.025  (meters)    4097.84   (feet)  ADJUSTED  
 ST0285  ___________________________________________________________________
 ST0285  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0285  DYNAMIC HT  -        1248.847 (meters)    4097.26  (feet)  COMP
 ST0285  MODELED GRAV-     980,427.1   (mgal)                       NAVD 88
 ST0285
 ST0285  VERT ORDER  -  SECOND    CLASS 0
 ST0285
 ST0285.The horizontal coordinates were scaled from a topographic map and have
 ST0285.an estimated accuracy of +/- 6 seconds.
 ST0285
 ST0285.The orthometric height was determined by differential leveling
 ST0285.and adjusted by the National Geodetic Survey in June 1991..
 ST0285
 ST0285.The geoid height was determined by GEOID03.
 ST0285
 ST0285.The dynamic height is computed by dividing the NAVD 88
 ST0285.geopotential number by the normal gravity value computed on the
 ST0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0285.degrees latitude (g = 980.6199 gals.).
 ST0285
 ST0285.The modeled gravity was interpolated from observed gravity values.
 ST0285
 ST0285;                    North         East    Units  Estimated Accuracy
 ST0285;SPC MT       -   355,890.      389,050.      MT  (+/- 180 meters Scaled)
 ST0285
 ST0285                          SUPERSEDED SURVEY CONTROL
 ST0285
 ST0285  NGVD 29 (??/??/92) 1248.012  (m)         4094.52   (f) ADJ UNCH    2 0
 ST0285
 ST0285.Superseded values are not recommended for survey control.
 ST0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0285.See file dsdata.txt to determine how the superseded data were derived.
 ST0285
 ST0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT021525(NAD 83)
 ST0285_MARKER: DR = REFERENCE MARK DISK
 ST0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0285_STAMPING: G 10 R NO. 1 1961
 ST0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0285+STABILITY: SURFACE MOTION
 ST0285
 ST0285  HISTORY     - Date     Condition        Report By
 ST0285  HISTORY     - 1961     MONUMENTED       CGS
 ST0285
 ST0285                          STATION DESCRIPTION
 ST0285
 ST0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0285'7.75 MI SE FROM AUGUSTA.
 ST0285'5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0285'AUGUSTA, THENCE 2.2 MILES EAST ALONG A COUNTY ROAD, AT THE T JUNCTION
 ST0285'OF FENCES, 34.6 FEET EAST OF G 10 R, 71 FEET EAST-NORTHEAST OF G 10 R
 ST0285'R.M.2, 1.6 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET
 ST0285'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0283 ***********************************************************************
 ST0283  DESIGNATION -  G 10 R RM 2
 ST0283  PID         -  ST0283
 ST0283  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0283  USGS QUAD   -  GOUCHNOUR RANCH (1963)
 ST0283
 ST0283                         *CURRENT SURVEY CONTROL
 ST0283  ___________________________________________________________________
 ST0283* NAD 83(1986)-  47 25 07.     (N)    112 17 54.     (W)     SCALED    
 ST0283* NAVD 88     -      1250.315  (meters)    4102.08   (feet)  ADJUSTED  
 ST0283  ___________________________________________________________________
 ST0283  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0283  DYNAMIC HT  -        1250.136 (meters)    4101.49  (feet)  COMP
 ST0283  MODELED GRAV-     980,427.0   (mgal)                       NAVD 88
 ST0283
 ST0283  VERT ORDER  -  SECOND    CLASS 0
 ST0283
 ST0283.The horizontal coordinates were scaled from a topographic map and have
 ST0283.an estimated accuracy of +/- 6 seconds.
 ST0283
 ST0283.The orthometric height was determined by differential leveling
 ST0283.and adjusted by the National Geodetic Survey in June 1991..
 ST0283
 ST0283.The geoid height was determined by GEOID03.
 ST0283
 ST0283.The dynamic height is computed by dividing the NAVD 88
 ST0283.geopotential number by the normal gravity value computed on the
 ST0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0283.degrees latitude (g = 980.6199 gals.).
 ST0283
 ST0283.The modeled gravity was interpolated from observed gravity values.
 ST0283
 ST0283;                    North         East    Units  Estimated Accuracy
 ST0283;SPC MT       -   355,860.      389,010.      MT  (+/- 180 meters Scaled)
 ST0283
 ST0283                          SUPERSEDED SURVEY CONTROL
 ST0283
 ST0283  NGVD 29 (??/??/92) 1249.30   (m)         4098.7    (f) COMPUTED    2 0
 ST0283
 ST0283.Superseded values are not recommended for survey control.
 ST0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0283.See file dsdata.txt to determine how the superseded data were derived.
 ST0283
 ST0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT020525(NAD 83)
 ST0283_MARKER: DR = REFERENCE MARK DISK
 ST0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0283_STAMPING: G 10 NO. 2 1961
 ST0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0283+STABILITY: SURFACE MOTION
 ST0283
 ST0283  HISTORY     - Date     Condition        Report By
 ST0283  HISTORY     - 1961     MONUMENTED       CGS
 ST0283
 ST0283                          STATION DESCRIPTION
 ST0283
 ST0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0283'7.75 MI SE FROM AUGUSTA.
 ST0283'5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0283'AUGUSTA, THENCE 2.2 MILES EAST ALONG A COUNTY ROAD, AT THE T JUNCTION
 ST0283'OF FENCES, 71 FEET WEST-SOUTHWEST OF G 10 R R.M. 1, 42.4 FEET
 ST0283'SOUTHWEST OF G 10 R, 1.0 FOOT EAST OF A FENCE, ABOUT LEVEL WITH THE
 ST0283'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 ST0283'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0418 ***********************************************************************
 ST0418  DESIGNATION -  G 100
 ST0418  PID         -  ST0418
 ST0418  STATE/COUNTY-  MT/MISSOULA
 ST0418  USGS QUAD   -  SEELEY LAKE EAST (1965)
 ST0418
 ST0418                         *CURRENT SURVEY CONTROL
 ST0418  ___________________________________________________________________
 ST0418* NAD 83(1986)-  47 07 32.     (N)    113 26 46.     (W)     SCALED    
 ST0418* NAVD 88     -      1202.819  (meters)    3946.25   (feet)  ADJUSTED  
 ST0418  ___________________________________________________________________
 ST0418  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 ST0418  DYNAMIC HT  -        1202.625 (meters)    3945.61  (feet)  COMP
 ST0418  MODELED GRAV-     980,410.5   (mgal)                       NAVD 88
 ST0418
 ST0418  VERT ORDER  -  SECOND    CLASS 0
 ST0418
 ST0418.The horizontal coordinates were scaled from a topographic map and have
 ST0418.an estimated accuracy of +/- 6 seconds.
 ST0418
 ST0418.The orthometric height was determined by differential leveling
 ST0418.and adjusted by the National Geodetic Survey in June 1991..
 ST0418
 ST0418.The geoid height was determined by GEOID03.
 ST0418
 ST0418.The dynamic height is computed by dividing the NAVD 88
 ST0418.geopotential number by the normal gravity value computed on the
 ST0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0418.degrees latitude (g = 980.6199 gals.).
 ST0418
 ST0418.The modeled gravity was interpolated from observed gravity values.
 ST0418
 ST0418;                    North         East    Units  Estimated Accuracy
 ST0418;SPC MT       -   327,060.      300,890.      MT  (+/- 180 meters Scaled)
 ST0418
 ST0418                          SUPERSEDED SURVEY CONTROL
 ST0418
 ST0418  NGVD 29 (??/??/92) 1201.694  (m)         3942.56   (f) ADJ UNCH    2 0
 ST0418
 ST0418.Superseded values are not recommended for survey control.
 ST0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0418.See file dsdata.txt to determine how the superseded data were derived.
 ST0418
 ST0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT144220(NAD 83)
 ST0418_MARKER: DB = BENCH MARK DISK
 ST0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0418_STAMPING: G 100 1934
 ST0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0418+STABILITY: SURFACE MOTION
 ST0418
 ST0418  HISTORY     - Date     Condition        Report By
 ST0418  HISTORY     - 1934     MONUMENTED       CGS
 ST0418  HISTORY     - 1965     GOOD             USGS
 ST0418
 ST0418                          STATION DESCRIPTION
 ST0418
 ST0418'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0418'8.4 MI S FROM SEELEY LAKE.
 ST0418'8.4 MILES SOUTH ALONG STATE HWY 31 FROM SEELEY LAKE 3.6 MILES SOUTH
 ST0418'ALONG STATE HIGHWAY 209 FROM POST OFFICE AT SEELEY LAKE, 0.1 MILE
 ST0418'SOUTH OF DRIVEWAY LEADING TO HOUSE ON EAST SIDE OF HIGHWAY, 139 FEET
 ST0418'EAST OF CENTERLINE OF HIGHWAY, ON A MOUND OF DIRT ABOUT 5 FEET ABOVE
 ST0418'LEVEL OF GROUND.  A STANDARD DISK, STAMPED G 100 1934 AND SET IN THE
 ST0418'TOP OF CONCRETE POST PROJECTING ABOUT 1.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0033 ***********************************************************************
 SU0033  DESIGNATION -  G 102
 SU0033  PID         -  SU0033
 SU0033  STATE/COUNTY-  MT/LAKE
 SU0033  USGS QUAD   -  IRVINE LOOKOUT TOWER (1964)
 SU0033
 SU0033                         *CURRENT SURVEY CONTROL
 SU0033  ___________________________________________________________________
 SU0033* NAD 83(1986)-  47 49 10.     (N)    114 23 25.     (W)     SCALED    
 SU0033* NAVD 88     -      1020.467  (meters)    3347.98   (feet)  ADJUSTED  
 SU0033  ___________________________________________________________________
 SU0033  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 SU0033  DYNAMIC HT  -        1020.427 (meters)    3347.85  (feet)  COMP
 SU0033  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 SU0033
 SU0033  VERT ORDER  -  SECOND    CLASS 0
 SU0033
 SU0033.The horizontal coordinates were scaled from a topographic map and have
 SU0033.an estimated accuracy of +/- 6 seconds.
 SU0033
 SU0033.The orthometric height was determined by differential leveling
 SU0033.and adjusted by the National Geodetic Survey in June 1991..
 SU0033
 SU0033.The geoid height was determined by GEOID03.
 SU0033
 SU0033.The dynamic height is computed by dividing the NAVD 88
 SU0033.geopotential number by the normal gravity value computed on the
 SU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0033.degrees latitude (g = 980.6199 gals.).
 SU0033
 SU0033.The modeled gravity was interpolated from observed gravity values.
 SU0033
 SU0033;                    North         East    Units  Estimated Accuracy
 SU0033;SPC MT       -   408,050.      234,210.      MT  (+/- 180 meters Scaled)
 SU0033
 SU0033                          SUPERSEDED SURVEY CONTROL
 SU0033
 SU0033  NGVD 29 (??/??/92) 1019.350  (m)         3344.32   (f) ADJ UNCH    2 0
 SU0033
 SU0033.Superseded values are not recommended for survey control.
 SU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0033.See file dsdata.txt to determine how the superseded data were derived.
 SU0033
 SU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN953995(NAD 83)
 SU0033_MARKER: DB = BENCH MARK DISK
 SU0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0033_STAMPING: G 102 1934
 SU0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0033+STABILITY: SURFACE MOTION
 SU0033
 SU0033  HISTORY     - Date     Condition        Report By
 SU0033  HISTORY     - 1934     MONUMENTED       CGS
 SU0033  HISTORY     - 1979     MARK NOT FOUND   NGS
 SU0033
 SU0033                          STATION DESCRIPTION
 SU0033
 SU0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SU0033'2.5 MI W FROM ELMO.
 SU0033'2.5 MILES WEST ALONG THE 1934 ROUTE OF STATE HIGHWAY 28 FROM THE POST
 SU0033'OFFICE AT ELMO, LAKE COUNTY, ON THE DIVIDE NORTH OF A SINK HOLE, 32
 SU0033'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND NEAR A BOULDER.  A
 SU0033'STANDARD DISK, STAMPED G 102 1934 AND SET IN THE TOP OF A CONCRETE
 SU0033'POST.
 SU0033
 SU0033                          STATION RECOVERY (1979)
 SU0033
 SU0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0033'BM NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0292 ***********************************************************************
 QX0292  FBN         -  This is a Federal Base Network Control Station.
 QX0292  DESIGNATION -  G 103
 QX0292  PID         -  QX0292
 QX0292  STATE/COUNTY-  MT/GALLATIN
 QX0292  USGS QUAD   -  HIDDEN LAKE (1988)
 QX0292
 QX0292                         *CURRENT SURVEY CONTROL
 QX0292  ___________________________________________________________________
 QX0292* NAD 83(1999)-  45 16 09.29674(N)    111 14 58.49758(W)     ADJUSTED  
 QX0292* NAVD 88     -      1822.973  (meters)    5980.87   (feet)  ADJUSTED  
 QX0292  ___________________________________________________________________
 QX0292  X           -  -1,630,092.226 (meters)                     COMP
 QX0292  Y           -  -4,191,865.595 (meters)                     COMP
 QX0292  Z           -   4,509,745.863 (meters)                     COMP
 QX0292  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 QX0292  ELLIP HEIGHT-        1813.86  (meters)          (10/12/00) GPS OBS
 QX0292  GEOID HEIGHT-          -9.08  (meters)                     GEOID03
 QX0292  DYNAMIC HT  -        1822.108 (meters)    5978.03  (feet)  COMP
 QX0292  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 QX0292
 QX0292  HORZ ORDER  -  A
 QX0292  VERT ORDER  -  FIRST     CLASS II
 QX0292  ELLP ORDER  -  THIRD     CLASS I
 QX0292
 QX0292.The horizontal coordinates were established by GPS observations
 QX0292.and adjusted by the National Geodetic Survey in October 2000..
 QX0292.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0292.DATUM ITEM on the data sheet items page.
 QX0292
 QX0292.The orthometric height was determined by differential leveling
 QX0292.and adjusted by the National Geodetic Survey in June 1991..
 QX0292.WARNING-GPS observations at this control monument resulted in a GPS
 QX0292.derived orthometric height which differed from the leveled height by
 QX0292.more than one decimeter (0.1 meter).
 QX0292
 QX0292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0292
 QX0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0292
 QX0292.The ellipsoidal height was determined by GPS observations
 QX0292.and is referenced to NAD 83.
 QX0292
 QX0292.The geoid height was determined by GEOID03.
 QX0292
 QX0292.The dynamic height is computed by dividing the NAVD 88
 QX0292.geopotential number by the normal gravity value computed on the
 QX0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0292.degrees latitude (g = 980.6199 gals.).
 QX0292
 QX0292.The modeled gravity was interpolated from observed gravity values.
 QX0292
 QX0292;                    North         East     Units Scale Factor Converg.
 QX0292;SPC MT       -   114,818.078   462,730.701   MT  0.99984905   -1 16 47.4
 QX0292;SPC MT       -   376,699.73  1,518,145.34   iFT  0.99984905   -1 16 47.4
 QX0292;UTM  12      - 5,012,891.564   480,421.416   MT  0.99960471   -0 10 38.3
 QX0292
 QX0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0292!SPC MT       -   0.99971570  x   0.99984905  =   0.99956479
 QX0292!UTM  12      -   0.99971570  x   0.99960471  =   0.99932052
 QX0292
 QX0292                          SUPERSEDED SURVEY CONTROL
 QX0292
 QX0292  NAD 83(1992)-  45 16 09.29510(N)    111 14 58.49675(W) AD(       ) B
 QX0292  ELLIP H (05/15/92) 1813.97   (m)                       GP(       ) 4 2
 QX0292  NAD 83(1992)-  45 16 09.28590(N)    111 14 58.48072(W) AD(       ) 1
 QX0292  NAVD 88 (05/28/92) 1822.97   (m)         5980.9    (f) LEVELING    3  
 QX0292  NGVD 29 (??/??/92) 1821.544  (m)         5976.18   (f) ADJ UNCH    1 2
 QX0292
 QX0292.Superseded values are not recommended for survey control.
 QX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0292.See file dsdata.txt to determine how the superseded data were derived.
 QX0292
 QX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR8042112892(NAD 83)
 QX0292_MARKER: DB = BENCH MARK DISK
 QX0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0292_STAMPING: G 103 1934
 QX0292_MARK LOGO: CGS   
 QX0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0292+STABILITY: SURFACE MOTION
 QX0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0292+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1999
 QX0292
 QX0292  HISTORY     - Date     Condition        Report By
 QX0292  HISTORY     - 1934     MONUMENTED       CGS
 QX0292  HISTORY     - 1960     GOOD             NGS
 QX0292  HISTORY     - 1987     GOOD             NGS
 QX0292  HISTORY     - 19990608 GOOD             NGS
 QX0292
 QX0292                          STATION DESCRIPTION
 QX0292
 QX0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0292'7.15 MI S FROM KARST RANCH.
 QX0292'ABOUT 7.15 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0292'STATION AT KARST RANCH, IN SECTION 33, T 6 S, R 4 E, 59 FEET NORTHWEST
 QX0292'OF THE CENTER LINE OF THE HIGHWAY, 98 FEET SOUTHEAST OF THE EAST
 QX0292'CORNER OF A HOUSE, 33 FEET SOUTHEAST OF THE CENTER LINE OF AN OLD
 QX0292'ROAD, 0.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 QX0292'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 QX0292'2 INCHES.
 QX0292
 QX0292                          STATION RECOVERY (1987)
 QX0292
 QX0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 QX0292'THE STATION WAS RECOVERED AT THIS DATE.
 QX0292'
 QX0292'THE STATION IS LOCATED ABOUT 64.4 KM (40 MI)
 QX0292'NORTH OF WEST YELLOWSTONE,
 QX0292'0.6 KM (0.35 MI) NORTHEAST OF THE U.S. HIGHWAY 191 BRIDGE OVER WEST
 QX0292'FORK AT THE BIG SKY SKI RESORT TURNOFF, IN A GRASS STRIP BETWEEN THE
 QX0292'OLD AND NEW HIGHWAYS, IN FRONT OF A SPLIT-LEVEL BROWN HOUSE, IN WEST
 QX0292'CENTRAL SECTION 33, T 7 S, R 4 E.
 QX0292'OWNERSHIP--STATE DEPARTMENT OF HIGHWAYS.
 QX0292'
 QX0292'TO REACH THE STATION FROM THE BRIDGE OVER WEST FORK, GO NORTHEAST
 QX0292'FOR 0.6 KM (0.35 MI) ON U.S. HIGHWAY 191 TO THE STATION ON THE LEFT.
 QX0292'
 QX0292'THE STATION IS A STANDARD CGS BENCH MARK DISK
 QX0292'STAMPED---G 103 1934---,
 QX0292'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 QX0292'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 QX0292'26.1 METERS (85.6 FT) SOUTHWEST FROM THE CENTER OF A TRACK ROAD
 QX0292'LEADING UP A RIDGE,
 QX0292'17.7 METERS (58.0 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 QX0292'HIGHWAY, ABOUT 1.25 METERS LOWER THAN THE HIGHWAY,
 QX0292'16.6 METERS (54.5 FT) EAST-SOUTHEAST FROM A CURVED ROCK WALL CORNER
 QX0292'AT ENTRANCE TO GARAGE UNDER THE HOUSE,
 QX0292'8.5 METERS (28.0 FT) SOUTHEAST FROM THE EDGE OF THE OLD ROAD (NOW A
 QX0292'DRIVE TO HOUSE),
 QX0292'8.1 METERS (26.6 FT) SOUTHWEST FROM THE EXTENDED NORTHEAST WALL OF
 QX0292'THE GARAGE AND
 QX0292'0.3 METERS (1.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 QX0292'
 QX0292'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 QX0292'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 QX0292'
 QX0292'THIS STATION SUITABLE FOR GPS SURVEYS.
 QX0292'
 QX0292'DESCRIBED BY G.R. HEID.
 QX0292
 QX0292                          STATION RECOVERY (1999)
 QX0292
 QX0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QX0292'THE STATION IS LOCATED 64.4 KM (40.00 MI) NORTH OF WEST YELLOWSTONE,
 QX0292'5.47 KM (3.40 MI) EAST OF BIG SKY SKI RESORT, 0.6 KM (0.35 MI)
 QX0292'NORTHEAST OF THE NORTH END OF THE STATE HIGHWAY 191 BRIDGE OVER WEST
 QX0292'FORK, ON THE NORTHWEST SIDE OF HIGHWAY 191, IN A LARGE GRASSY MEDIAN
 QX0292'BETWEEN THE HIGHWAY AND THE DRIVEWAY OF A LARGE SPLIT LEVEL FRAME
 QX0292'HOUSE (BIG HORN BED AND BREAKFAST).  OWNERSHIP--MONTANA DEPARTMENT OF
 QX0292'TRANSPORTATION.  TO REACH THE STATION FROM THE NORTH END OF THE STATE
 QX0292'HIGHWAY 191 BRIDGE OVER WEST FORK, AT HIGHWAY 191 MILEPOST 48 AND 0.08
 QX0292'KM (0.05 MI) NORTH OF STATE ROUTE 64 LEADING TO BIG SKY RESORT, GO
 QX0292'NORTHEAST ON HIGHWAY 191 FOR 0.56 KM (0.35 MI) TO THE STATION ON THE
 QX0292'LEFT.  THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 QX0292'FLUSH WITH GROUND.  LOCATED 33.52 M (109.97 FT) EAST OF THE SOUTHWEST
 QX0292'CORNER OF THE HOUSE, 28.35 M (93.01 FT) SOUTH-SOUTHEAST OF THE
 QX0292'NORTHEAST CORNER OF THE NORTH STONE FACE COLUMN OF THE GARAGE ENTRANCE
 QX0292'OF THE HOUSE, 10.97 M (35.99 FT) SOUTHEAST OF THE CENTER OF THE
 QX0292'DRIVEWAY, 17.83 M (58.50 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY
 QX0292'AND ABOUT 0.9 M (3.0 FT) BELOW THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST
 QX0292'OF A FIBERGLASS WITNESS POST AND 0.15 M (0.49 FT) SOUTHEAST OF A METAL
 QX0292'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0885 ***********************************************************************
 SS0885  DESIGNATION -  G 10=35 CAP
 SS0885  PID         -  SS0885
 SS0885  STATE/COUNTY-  MT/CASCADE
 SS0885  USGS QUAD   -  CASCADE (1983)
 SS0885
 SS0885                         *CURRENT SURVEY CONTROL
 SS0885  ___________________________________________________________________
 SS0885* NAD 83(1986)-  47 18 32.     (N)    111 39 13.     (W)     SCALED    
 SS0885* NAVD 88     -      1024.768  (meters)    3362.09   (feet)  POSTED    
 SS0885  ___________________________________________________________________
 SS0885  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 SS0885  DYNAMIC HT  -        1024.680 (meters)    3361.80  (feet)  COMP
 SS0885  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 SS0885
 SS0885  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SS0885
 SS0885.The horizontal coordinates were scaled from a topographic map and have
 SS0885.an estimated accuracy of +/- 6 seconds.
 SS0885
 SS0885.The orthometric height was determined by differential leveling
 SS0885.and adjusted by the National Geodetic Survey in 1992..
 SS0885.No vertical observational check was made to the station.
 SS0885.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SS0885.was located on a no-check spur therefore a value was not computed.
 SS0885
 SS0885.The geoid height was determined by GEOID03.
 SS0885
 SS0885.The dynamic height is computed by dividing the NAVD 88
 SS0885.geopotential number by the normal gravity value computed on the
 SS0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0885.degrees latitude (g = 980.6199 gals.).
 SS0885
 SS0885.The modeled gravity was interpolated from observed gravity values.
 SS0885
 SS0885;                    North         East    Units  Estimated Accuracy
 SS0885;SPC MT       -   342,130.      437,270.      MT  (+/- 180 meters Scaled)
 SS0885
 SS0885                          SUPERSEDED SURVEY CONTROL
 SS0885
 SS0885.No superseded survey control is available for this station.
 SS0885
 SS0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT505396(NAD 83)
 SS0885_MARKER: P = PIPE CAP
 SS0885_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0885_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0885
 SS0885  HISTORY     - Date     Condition        Report By
 SS0885  HISTORY     - UNK      MONUMENTED       MORC
 SS0885  HISTORY     - 1961     GOOD             NGS
 SS0885  HISTORY     - 1979     MARK NOT FOUND   NGS
 SS0885
 SS0885                          STATION DESCRIPTION
 SS0885
 SS0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0885'3.5 MI NE FROM CASCADE.
 SS0885'3.5 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0885'AT CASCADE, CASCADE COUNTY, AT MILEAGE 140.5, AT A PROMINENT BEND IN
 SS0885'MISSOURI RIVER, 300 YARDS FROM THE TRACK, 250 FEET BELOW A LARGE CLUMP
 SS0885'OF TREES ON THE RIVER BANK, AND 50 FEET FROM THE EDGE OF THE HIGH
 SS0885'BANK.  A MISSOURI RIVER COMMISSION STANDARD CAP, BOLTED ON THE TOP OF
 SS0885'AN IRON PIPE.
 SS0885
 SS0885                          STATION RECOVERY (1979)
 SS0885
 SS0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0366 ***********************************************************************
 PY0366  DESIGNATION -  G 105
 PY0366  PID         -  PY0366
 PY0366  STATE/COUNTY-  MT/GALLATIN
 PY0366  USGS QUAD   -  REAS PASS (1986)
 PY0366
 PY0366                         *CURRENT SURVEY CONTROL
 PY0366  ___________________________________________________________________
 PY0366* NAD 83(1986)-  44 34 26.     (N)    111 11 05.     (W)     SCALED    
 PY0366* NAVD 88     -      2108.232  (meters)    6916.76   (feet)  POSTED    
 PY0366  ___________________________________________________________________
 PY0366  GEOID HEIGHT-          -8.94  (meters)                     GEOID03
 PY0366  DYNAMIC HT  -        2106.990 (meters)    6912.68  (feet)  COMP
 PY0366  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 PY0366
 PY0366  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0366
 PY0366.The horizontal coordinates were scaled from a topographic map and have
 PY0366.an estimated accuracy of +/- 6 seconds.
 PY0366
 PY0366.The orthometric height was determined by differential leveling
 PY0366.and adjusted by the National Geodetic Survey in 1992..
 PY0366.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0366.rate of 4.1 thru 8.0 mm/km.
 PY0366
 PY0366.The geoid height was determined by GEOID03.
 PY0366
 PY0366.The dynamic height is computed by dividing the NAVD 88
 PY0366.geopotential number by the normal gravity value computed on the
 PY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0366.degrees latitude (g = 980.6199 gals.).
 PY0366
 PY0366.The modeled gravity was interpolated from observed gravity values.
 PY0366
 PY0366;                    North         East    Units  Estimated Accuracy
 PY0366;SPC MT       -    37,450.      466,160.      MT  (+/- 180 meters Scaled)
 PY0366
 PY0366                          SUPERSEDED SURVEY CONTROL
 PY0366
 PY0366  NGVD 29 (??/??/92) 2106.759  (m)         6911.93   (f) ADJ UNCH    1 2
 PY0366
 PY0366.Superseded values are not recommended for survey control.
 PY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0366.See file dsdata.txt to determine how the superseded data were derived.
 PY0366
 PY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ853356(NAD 83)
 PY0366_MARKER: DB = BENCH MARK DISK
 PY0366_SETTING: 66 = SET IN ROCK OUTCROP
 PY0366_SP_SET: ROCK OUTCROP
 PY0366_STAMPING: G 105 1960
 PY0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0366+STABILITY: POSITION/ELEVATION WELL
 PY0366
 PY0366  HISTORY     - Date     Condition        Report By
 PY0366  HISTORY     - 1960     MONUMENTED       CGS
 PY0366
 PY0366                          STATION DESCRIPTION
 PY0366
 PY0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0366'9.35 MI SW FROM WEST YELLOWSTONE.
 PY0366'9.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0366'AT WEST YELLOWSTONE, 7.1 MILES NORTHEAST OF BIG SPRINGS, IDAHO, 82.5
 PY0366'FEET EAST AND ACROSS THE TRACK FROM THE FOURTH POLE SOUTH OF MILEPOLE
 PY0366'98, AT THE NORTH END OF A LONG CUT, IN TOP OF A 3-BY 4-FOOT ROCK
 PY0366'OUTCROP, 38.6 FEET EAST OF THE EST RAIL, 145 FEET SOUTHEAST OF THE
 PY0366'SOUTHEAST CORNER OF A SECTION CAR SET-OFF, AND ABOUT 8 FEET HIGHER
 PY0366'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0308 ***********************************************************************
 ST0308  DESIGNATION -  G 11 Q
 ST0308  PID         -  ST0308
 ST0308  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0308  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0308
 ST0308                         *CURRENT SURVEY CONTROL
 ST0308  ___________________________________________________________________
 ST0308* NAD 83(1986)-  47 24 24.     (N)    112 08 39.     (W)     SCALED    
 ST0308* NAVD 88     -      1218.281  (meters)    3996.98   (feet)  ADJUSTED  
 ST0308  ___________________________________________________________________
 ST0308  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 ST0308  DYNAMIC HT  -        1218.119 (meters)    3996.45  (feet)  COMP
 ST0308  MODELED GRAV-     980,437.9   (mgal)                       NAVD 88
 ST0308
 ST0308  VERT ORDER  -  SECOND    CLASS 0
 ST0308
 ST0308.The horizontal coordinates were scaled from a topographic map and have
 ST0308.an estimated accuracy of +/- 6 seconds.
 ST0308
 ST0308.The orthometric height was determined by differential leveling
 ST0308.and adjusted by the National Geodetic Survey in June 1991..
 ST0308
 ST0308.The geoid height was determined by GEOID03.
 ST0308
 ST0308.The dynamic height is computed by dividing the NAVD 88
 ST0308.geopotential number by the normal gravity value computed on the
 ST0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0308.degrees latitude (g = 980.6199 gals.).
 ST0308
 ST0308.The modeled gravity was interpolated from observed gravity values.
 ST0308
 ST0308;                    North         East    Units  Estimated Accuracy
 ST0308;SPC MT       -   354,130.      400,580.      MT  (+/- 180 meters Scaled)
 ST0308
 ST0308                          SUPERSEDED SURVEY CONTROL
 ST0308
 ST0308  NGVD 29 (??/??/92) 1217.289  (m)         3993.72   (f) ADJ UNCH    2 0
 ST0308
 ST0308.Superseded values are not recommended for survey control.
 ST0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0308.See file dsdata.txt to determine how the superseded data were derived.
 ST0308
 ST0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT136509(NAD 83)
 ST0308_MARKER: DS = TRIANGULATION STATION DISK
 ST0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0308_STAMPING: G 11 Q 1961
 ST0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0308+STABILITY: SURFACE MOTION
 ST0308
 ST0308  HISTORY     - Date     Condition        Report By
 ST0308  HISTORY     - 1961     MONUMENTED       CGS
 ST0308
 ST0308                          STATION DESCRIPTION
 ST0308
 ST0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0308'15.2 MI N FROM BOWMANS CORNER.
 ST0308'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0308'HIGHWAY 287 AT BOWMANS CORNER, THENCE 6.7 MILES NORTHWEST ALONG A
 ST0308'COUNTY ROAD, THENCE 0.3 MILE WEST ALONG A DIM TRACK FIELD ROAD, THENCE
 ST0308'0.4 MILE WEST-SOUTHWEST ACROSS COUNTRY, 405 FEET SOUTHWEST OF A POWER
 ST0308'LINE POLE, 59.8 FEET WEST OF G 11 Q R.M. 1, 51 FEET NORTH OF G 11 Q
 ST0308'R.M. 2, 3.7 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 ST0308'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0305 ***********************************************************************
 ST0305  DESIGNATION -  G 11 Q AZ MK
 ST0305  PID         -  ST0305
 ST0305  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0305  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0305
 ST0305                         *CURRENT SURVEY CONTROL
 ST0305  ___________________________________________________________________
 ST0305* NAD 83(1986)-  47 24 32.     (N)    112 08 15.     (W)     SCALED    
 ST0305* NAVD 88     -      1204.896  (meters)    3953.06   (feet)  ADJUSTED  
 ST0305  ___________________________________________________________________
 ST0305  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 ST0305  DYNAMIC HT  -        1204.740 (meters)    3952.55  (feet)  COMP
 ST0305  MODELED GRAV-     980,441.7   (mgal)                       NAVD 88
 ST0305
 ST0305  VERT ORDER  -  SECOND    CLASS 0
 ST0305
 ST0305.The horizontal coordinates were scaled from a topographic map and have
 ST0305.an estimated accuracy of +/- 6 seconds.
 ST0305
 ST0305.The orthometric height was determined by differential leveling
 ST0305.and adjusted by the National Geodetic Survey in June 1991..
 ST0305
 ST0305.The geoid height was determined by GEOID03.
 ST0305
 ST0305.The dynamic height is computed by dividing the NAVD 88
 ST0305.geopotential number by the normal gravity value computed on the
 ST0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0305.degrees latitude (g = 980.6199 gals.).
 ST0305
 ST0305.The modeled gravity was interpolated from observed gravity values.
 ST0305
 ST0305;                    North         East    Units  Estimated Accuracy
 ST0305;SPC MT       -   354,360.      401,090.      MT  (+/- 180 meters Scaled)
 ST0305
 ST0305                          SUPERSEDED SURVEY CONTROL
 ST0305
 ST0305  NGVD 29 (??/??/92) 1203.908  (m)         3949.82   (f) ADJ UNCH    2 0
 ST0305
 ST0305.Superseded values are not recommended for survey control.
 ST0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0305.See file dsdata.txt to determine how the superseded data were derived.
 ST0305
 ST0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT141512(NAD 83)
 ST0305_MARKER: DZ = AZIMUTH MARK DISK
 ST0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0305_STAMPING: G 11 Q 1961
 ST0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0305+STABILITY: SURFACE MOTION
 ST0305
 ST0305  HISTORY     - Date     Condition        Report By
 ST0305  HISTORY     - 1961     MONUMENTED       CGS
 ST0305
 ST0305                          STATION DESCRIPTION
 ST0305
 ST0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0305'14.8 MI N FROM BOWMANS CORNER.
 ST0305'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0305'HIGHWAY 287 AT BOWMANS CORNER, THENCE 6.7 MILES NORTHWEST ALONG A
 ST0305'COUNTY ROAD, THENCE 0.3 MILE WEST ALONG A DIM TRACK FIELD ROAD, 69 1/2
 ST0305'FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 1.7 FEET EAST OF A
 ST0305'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0305'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0306 ***********************************************************************
 ST0306  DESIGNATION -  G 11 Q RM 1
 ST0306  PID         -  ST0306
 ST0306  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0306  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0306
 ST0306                         *CURRENT SURVEY CONTROL
 ST0306  ___________________________________________________________________
 ST0306* NAD 83(1986)-  47 24 24.     (N)    112 08 38.     (W)     SCALED    
 ST0306* NAVD 88     -      1217.826  (meters)    3995.48   (feet)  ADJUSTED  
 ST0306  ___________________________________________________________________
 ST0306  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 ST0306  DYNAMIC HT  -        1217.665 (meters)    3994.96  (feet)  COMP
 ST0306  MODELED GRAV-     980,437.9   (mgal)                       NAVD 88
 ST0306
 ST0306  VERT ORDER  -  SECOND    CLASS 0
 ST0306
 ST0306.The horizontal coordinates were scaled from a topographic map and have
 ST0306.an estimated accuracy of +/- 6 seconds.
 ST0306
 ST0306.The orthometric height was determined by differential leveling
 ST0306.and adjusted by the National Geodetic Survey in June 1991..
 ST0306
 ST0306.The geoid height was determined by GEOID03.
 ST0306
 ST0306.The dynamic height is computed by dividing the NAVD 88
 ST0306.geopotential number by the normal gravity value computed on the
 ST0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0306.degrees latitude (g = 980.6199 gals.).
 ST0306
 ST0306.The modeled gravity was interpolated from observed gravity values.
 ST0306
 ST0306;                    North         East    Units  Estimated Accuracy
 ST0306;SPC MT       -   354,130.      400,600.      MT  (+/- 180 meters Scaled)
 ST0306
 ST0306                          SUPERSEDED SURVEY CONTROL
 ST0306
 ST0306  NGVD 29 (??/??/92) 1216.834  (m)         3992.23   (f) ADJ UNCH    2 0
 ST0306
 ST0306.Superseded values are not recommended for survey control.
 ST0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0306.See file dsdata.txt to determine how the superseded data were derived.
 ST0306
 ST0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT136509(NAD 83)
 ST0306_MARKER: DR = REFERENCE MARK DISK
 ST0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0306_STAMPING: G 11 Q NO. 1 1961
 ST0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0306+STABILITY: SURFACE MOTION
 ST0306
 ST0306  HISTORY     - Date     Condition        Report By
 ST0306  HISTORY     - 1961     MONUMENTED       CGS
 ST0306
 ST0306                          STATION DESCRIPTION
 ST0306
 ST0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0306'15.2 MI N FROM BOWMANS CORNER.
 ST0306'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0306'HIGHWAY 287 AT BOWMANS CORNER, THENCE 6.7 MILES NORTHWEST ALONG A
 ST0306'COUNTY ROAD, THENCE 0.3 MILE WEST ALONG A DIM TRACK FIELD ROAD, THENCE
 ST0306'0.4 MILE WEST-SOUTHWEST ACROSS COUNTRY, 59.8 FEET EAST OF G 11 Q, 85.2
 ST0306'FEET NORTHEAST OF G 11 Q R.M.2, AND SET IN THE TOP OF A CONCRETE POST
 ST0306'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0307 ***********************************************************************
 ST0307  DESIGNATION -  G 11 Q RM 2
 ST0307  PID         -  ST0307
 ST0307  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0307  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0307
 ST0307                         *CURRENT SURVEY CONTROL
 ST0307  ___________________________________________________________________
 ST0307* NAD 83(1986)-  47 24 22.     (N)    112 08 40.     (W)     SCALED    
 ST0307* NAVD 88     -      1218.828  (meters)    3998.77   (feet)  ADJUSTED  
 ST0307  ___________________________________________________________________
 ST0307  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 ST0307  DYNAMIC HT  -        1218.666 (meters)    3998.24  (feet)  COMP
 ST0307  MODELED GRAV-     980,437.4   (mgal)                       NAVD 88
 ST0307
 ST0307  VERT ORDER  -  SECOND    CLASS 0
 ST0307
 ST0307.The horizontal coordinates were scaled from a topographic map and have
 ST0307.an estimated accuracy of +/- 6 seconds.
 ST0307
 ST0307.The orthometric height was determined by differential leveling
 ST0307.and adjusted by the National Geodetic Survey in June 1991..
 ST0307
 ST0307.The geoid height was determined by GEOID03.
 ST0307
 ST0307.The dynamic height is computed by dividing the NAVD 88
 ST0307.geopotential number by the normal gravity value computed on the
 ST0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0307.degrees latitude (g = 980.6199 gals.).
 ST0307
 ST0307.The modeled gravity was interpolated from observed gravity values.
 ST0307
 ST0307;                    North         East    Units  Estimated Accuracy
 ST0307;SPC MT       -   354,070.      400,560.      MT  (+/- 180 meters Scaled)
 ST0307
 ST0307                          SUPERSEDED SURVEY CONTROL
 ST0307
 ST0307  NGVD 29 (??/??/92) 1217.835  (m)         3995.51   (f) ADJ UNCH    2 0
 ST0307
 ST0307.Superseded values are not recommended for survey control.
 ST0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0307.See file dsdata.txt to determine how the superseded data were derived.
 ST0307
 ST0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT136509(NAD 83)
 ST0307_MARKER: DR = REFERENCE MARK DISK
 ST0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0307_STAMPING: G 11 Q NO. 2 1961
 ST0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0307+STABILITY: SURFACE MOTION
 ST0307
 ST0307  HISTORY     - Date     Condition        Report By
 ST0307  HISTORY     - 1961     MONUMENTED       CGS
 ST0307
 ST0307                          STATION DESCRIPTION
 ST0307
 ST0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0307'15.2 MI N FROM BOWMANS CORNER.
 ST0307'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0307'HIGHWAY 287 AT BOWMANS CORNER, THENCE 6.7 MILES NORTHWEST ALONG A
 ST0307'COUNTY ROAD, THENCE 0.3 MILE WEST ALONG A DIM TRACK FIELD ROAD, THENCE
 ST0307'0.4 MILE WEST-SOUTHWEST ACROSS COUNTRY, 51 FEET SOUTH OF G 11 Q, 85.2
 ST0307'FEET SOUTHWEST OF G 11 Q R.M.1, AND SET IN THE TOP OF A CONCRETE POST
 ST0307'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0224 ***********************************************************************
 ST0224  DESIGNATION -  G 110
 ST0224  PID         -  ST0224
 ST0224  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0224  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0224
 ST0224                         *CURRENT SURVEY CONTROL
 ST0224  ___________________________________________________________________
 ST0224* NAD 83(1986)-  47 08 09.     (N)    112 04 21.     (W)     SCALED    
 ST0224* NAVD 88     -      1277.025  (meters)    4189.71   (feet)  ADJUSTED  
 ST0224  ___________________________________________________________________
 ST0224  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 ST0224  DYNAMIC HT  -        1276.839 (meters)    4189.10  (feet)  COMP
 ST0224  MODELED GRAV-     980,422.9   (mgal)                       NAVD 88
 ST0224
 ST0224  VERT ORDER  -  SECOND    CLASS 0
 ST0224
 ST0224.The horizontal coordinates were scaled from a topographic map and have
 ST0224.an estimated accuracy of +/- 6 seconds.
 ST0224
 ST0224.The orthometric height was determined by differential leveling
 ST0224.and adjusted by the National Geodetic Survey in June 1991..
 ST0224
 ST0224.The geoid height was determined by GEOID03.
 ST0224
 ST0224.The dynamic height is computed by dividing the NAVD 88
 ST0224.geopotential number by the normal gravity value computed on the
 ST0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0224.degrees latitude (g = 980.6199 gals.).
 ST0224
 ST0224.The modeled gravity was interpolated from observed gravity values.
 ST0224
 ST0224;                    North         East    Units  Estimated Accuracy
 ST0224;SPC MT       -   323,870.      405,000.      MT  (+/- 180 meters Scaled)
 ST0224
 ST0224                          SUPERSEDED SURVEY CONTROL
 ST0224
 ST0224  NGVD 29 (??/??/92) 1276.051  (m)         4186.51   (f) ADJ UNCH    2 0
 ST0224
 ST0224.Superseded values are not recommended for survey control.
 ST0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0224.See file dsdata.txt to determine how the superseded data were derived.
 ST0224
 ST0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT186208(NAD 83)
 ST0224_MARKER: DB = BENCH MARK DISK
 ST0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0224_STAMPING: G 110 1934
 ST0224_MARK LOGO: CGS   
 ST0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0224+STABILITY: SURFACE MOTION
 ST0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0224+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0224
 ST0224  HISTORY     - Date     Condition        Report By
 ST0224  HISTORY     - 1934     MONUMENTED       CGS
 ST0224  HISTORY     - 1962     GOOD             NGS
 ST0224  HISTORY     - 19961016 GOOD             NGS
 ST0224
 ST0224                          STATION DESCRIPTION
 ST0224
 ST0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 ST0224'10.75 MI N FROM WOLF CREEK.
 ST0224'10.75 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0224'RAILWAY STATION AT WOLF CREEK, AT THE JUNCTION OF A GRAVELED ROAD
 ST0224'EAST-NORTHEAST TO CRAIG, 119 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 ST0224'THE HIGHWAY, 126 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD,
 ST0224'55 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE FORMER ALIGNMENT OF
 ST0224'THE HIGHWAY, 63 FEET NORTHWEST OF TELEPHONE POLE 725 WITH A GUY WIRE,
 ST0224'38 FEET EAST-NORTHEAST OF A FENCE, 1.3 FEET EAST-NORTHEAST OF A
 ST0224'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 ST0224'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ST0224
 ST0224                          STATION RECOVERY (1996)
 ST0224
 ST0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0224'11.05 MI (17.78 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE
 ST0224'JUNCTION WITH STATE HIGHWAY 200, IN BOWMANS CORNER, TO MILE POST 9,
 ST0224'THEN 0.75 MI (1.21 KM) SOUTHEAST TO THE MARK ON THE LEFT AT THE
 ST0224'JUNCTION WITH SEVEN MILE ROAD GOING EAST, 126.0 FT (38.4 M) NORTH OF
 ST0224'THE CENTER OF SEVEN MILE ROAD, 119.0 FT (36.3 M) EAST OF THE CENTER OF
 ST0224'THE HIGHWAY, 55.2 FT (16.8 M) WEST OF THE OLD HIGHWAY ALIGNMENT, 38.0
 ST0224'FT (11.6 M) EAST OF A FENCE AND 3.8 FT (1.2 M) NORTHWEST OF A 10-INCH
 ST0224'POST WHICH IS 4 FEET (1.2 M) HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0035 ***********************************************************************
 ST0035  DESIGNATION -  G 111
 ST0035  PID         -  ST0035
 ST0035  STATE/COUNTY-  MT/TETON
 ST0035  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0035
 ST0035                         *CURRENT SURVEY CONTROL
 ST0035  ___________________________________________________________________
 ST0035* NAD 83(1986)-  47 41 14.     (N)    112 13 48.     (W)     SCALED    
 ST0035* NAVD 88     -      1384.750  (meters)    4543.13   (feet)  ADJUSTED  
 ST0035  ___________________________________________________________________
 ST0035  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 ST0035  DYNAMIC HT  -        1384.593 (meters)    4542.62  (feet)  COMP
 ST0035  MODELED GRAV-     980,449.6   (mgal)                       NAVD 88
 ST0035
 ST0035  VERT ORDER  -  SECOND    CLASS 0
 ST0035
 ST0035.The horizontal coordinates were scaled from a topographic map and have
 ST0035.an estimated accuracy of +/- 6 seconds.
 ST0035
 ST0035.The orthometric height was determined by differential leveling
 ST0035.and adjusted by the National Geodetic Survey in June 1991..
 ST0035
 ST0035.The geoid height was determined by GEOID03.
 ST0035
 ST0035.The dynamic height is computed by dividing the NAVD 88
 ST0035.geopotential number by the normal gravity value computed on the
 ST0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0035.degrees latitude (g = 980.6199 gals.).
 ST0035
 ST0035.The modeled gravity was interpolated from observed gravity values.
 ST0035
 ST0035;                    North         East    Units  Estimated Accuracy
 ST0035;SPC MT       -   385,510.      395,200.      MT  (+/- 180 meters Scaled)
 ST0035
 ST0035                          SUPERSEDED SURVEY CONTROL
 ST0035
 ST0035  NGVD 29 (??/??/92) 1383.749  (m)         4539.85   (f) ADJ UNCH    2 0
 ST0035
 ST0035.Superseded values are not recommended for survey control.
 ST0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0035.See file dsdata.txt to determine how the superseded data were derived.
 ST0035
 ST0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT076822(NAD 83)
 ST0035_MARKER: DB = BENCH MARK DISK
 ST0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0035_STAMPING: G 111 1934
 ST0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0035+STABILITY: SURFACE MOTION
 ST0035
 ST0035  HISTORY     - Date     Condition        Report By
 ST0035  HISTORY     - 1934     MONUMENTED       CGS
 ST0035  HISTORY     - 1961     GOOD             NGS
 ST0035
 ST0035                          STATION DESCRIPTION
 ST0035
 ST0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0035'9.1 MI S FROM CHOTEAU.
 ST0035'9.1 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0035'CHOTEAU, DIRECTLY WEST-NORTHWEST ACROSS THE HIGHWAY FROM A FENCE
 ST0035'JUNCTION, 75 1/2 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 ST0035'HIGHWAY, 12.3 FEET WEST-NORTHWEST OF A FENCE, 0.8 FOOT NORTH OF A
 ST0035'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 ST0035'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0061 ***********************************************************************
 ST0061  DESIGNATION -  G 112
 ST0061  PID         -  ST0061
 ST0061  STATE/COUNTY-  MT/TETON
 ST0061  USGS QUAD   -  BYNUM (1987)
 ST0061
 ST0061                         *CURRENT SURVEY CONTROL
 ST0061  ___________________________________________________________________
 ST0061* NAD 83(1986)-  47 53 36.     (N)    112 15 23.     (W)     SCALED    
 ST0061* NAVD 88     -      1226.863  (meters)    4025.13   (feet)  ADJUSTED  
 ST0061  ___________________________________________________________________
 ST0061  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 ST0061  DYNAMIC HT  -        1226.796 (meters)    4024.91  (feet)  COMP
 ST0061  MODELED GRAV-     980,513.8   (mgal)                       NAVD 88
 ST0061
 ST0061  VERT ORDER  -  SECOND    CLASS 0
 ST0061
 ST0061.The horizontal coordinates were scaled from a topographic map and have
 ST0061.an estimated accuracy of +/- 6 seconds.
 ST0061
 ST0061.The orthometric height was determined by differential leveling
 ST0061.and adjusted by the National Geodetic Survey in June 1991..
 ST0061
 ST0061.The geoid height was determined by GEOID03.
 ST0061
 ST0061.The dynamic height is computed by dividing the NAVD 88
 ST0061.geopotential number by the normal gravity value computed on the
 ST0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0061.degrees latitude (g = 980.6199 gals.).
 ST0061
 ST0061.The modeled gravity was interpolated from observed gravity values.
 ST0061
 ST0061;                    North         East    Units  Estimated Accuracy
 ST0061;SPC MT       -   408,470.      394,020.      MT  (+/- 180 meters Scaled)
 ST0061
 ST0061                          SUPERSEDED SURVEY CONTROL
 ST0061
 ST0061  NGVD 29 (??/??/92) 1225.872  (m)         4021.88   (f) ADJ UNCH    2 0
 ST0061
 ST0061.Superseded values are not recommended for survey control.
 ST0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0061.See file dsdata.txt to determine how the superseded data were derived.
 ST0061
 ST0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU060052(NAD 83)
 ST0061_MARKER: DB = BENCH MARK DISK
 ST0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0061_STAMPING: G 112 1934
 ST0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0061+STABILITY: SURFACE MOTION
 ST0061
 ST0061  HISTORY     - Date     Condition        Report By
 ST0061  HISTORY     - 1934     MONUMENTED       CGS
 ST0061
 ST0061                          STATION DESCRIPTION
 ST0061
 ST0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0061'6.4 MI SE FROM BYNUM.
 ST0061'6.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0061'AT BYNUM, TETON COUNTY, AT MILEPOST 36, 48 FEET WEST OF THE CENTERLINE
 ST0061'OF THE TRACK, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 ST0061'DISK, STAMPED G 112 1934 AND SET IN THE TOP OF THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0278 ***********************************************************************
 TL0278  DESIGNATION -  G 113
 TL0278  PID         -  TL0278
 TL0278  STATE/COUNTY-  MT/PONDERA
 TL0278  USGS QUAD   -  CONRAD (1967)
 TL0278
 TL0278                         *CURRENT SURVEY CONTROL
 TL0278  ___________________________________________________________________
 TL0278* NAD 83(1986)-  48 13 24.     (N)    111 57 28.     (W)     SCALED    
 TL0278* NAVD 88     -      1049.285  (meters)    3442.53   (feet)  ADJUSTED  
 TL0278  ___________________________________________________________________
 TL0278  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 TL0278  DYNAMIC HT  -        1049.304 (meters)    3442.59  (feet)  COMP
 TL0278  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 TL0278
 TL0278  VERT ORDER  -  SECOND    CLASS 0
 TL0278
 TL0278.The horizontal coordinates were scaled from a topographic map and have
 TL0278.an estimated accuracy of +/- 6 seconds.
 TL0278
 TL0278.The orthometric height was determined by differential leveling
 TL0278.and adjusted by the National Geodetic Survey in June 1991..
 TL0278
 TL0278.The geoid height was determined by GEOID03.
 TL0278
 TL0278.The dynamic height is computed by dividing the NAVD 88
 TL0278.geopotential number by the normal gravity value computed on the
 TL0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0278.degrees latitude (g = 980.6199 gals.).
 TL0278
 TL0278.The modeled gravity was interpolated from observed gravity values.
 TL0278
 TL0278;                    North         East    Units  Estimated Accuracy
 TL0278;SPC MT       -   444,380.      417,480.      MT  (+/- 180 meters Scaled)
 TL0278
 TL0278                          SUPERSEDED SURVEY CONTROL
 TL0278
 TL0278  NGVD 29 (??/??/92) 1048.343  (m)         3439.44   (f) ADJ UNCH    2 0
 TL0278
 TL0278.Superseded values are not recommended for survey control.
 TL0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0278.See file dsdata.txt to determine how the superseded data were derived.
 TL0278
 TL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU288415(NAD 83)
 TL0278_MARKER: DB = BENCH MARK DISK
 TL0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0278_STAMPING: G 113 1934
 TL0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0278+STABILITY: SURFACE MOTION
 TL0278
 TL0278  HISTORY     - Date     Condition        Report By
 TL0278  HISTORY     - 1934     MONUMENTED       CGS
 TL0278  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0278
 TL0278                          STATION DESCRIPTION
 TL0278
 TL0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0278'9.1 MI SE FROM CONRAD.
 TL0278'9.1 MILES SOUTHEAST ALONG THE MONTANA WESTERN RAILWAY FROM WILLIAMS,
 TL0278'PONDERA COUNTY, 4.6 MILES NORTHWEST OF CONRAD, AT THE END OF A LONG
 TL0278'CURVE TO THE NORTHWEST, 47 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 TL0278'AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 TL0278'G 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TL0278
 TL0278                          STATION RECOVERY (1979)
 TL0278
 TL0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0461 ***********************************************************************
 ST0461  DESIGNATION -  G 115
 ST0461  PID         -  ST0461
 ST0461  STATE/COUNTY-  MT/LAKE
 ST0461  USGS QUAD   -  SWAN LAKE (1994)
 ST0461
 ST0461                         *CURRENT SURVEY CONTROL
 ST0461  ___________________________________________________________________
 ST0461* NAD 83(1986)-  47 54 14.     (N)    113 49 58.     (W)     SCALED    
 ST0461* NAVD 88     -       948.732  (meters)    3112.63   (feet)  ADJUSTED  
 ST0461  ___________________________________________________________________
 ST0461  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 ST0461  DYNAMIC HT  -         948.673 (meters)    3112.44  (feet)  COMP
 ST0461  MODELED GRAV-     980,517.8   (mgal)                       NAVD 88
 ST0461
 ST0461  VERT ORDER  -  SECOND    CLASS 0
 ST0461
 ST0461.The horizontal coordinates were scaled from a topographic map and have
 ST0461.an estimated accuracy of +/- 6 seconds.
 ST0461
 ST0461.The orthometric height was determined by differential leveling
 ST0461.and adjusted by the National Geodetic Survey in June 1991..
 ST0461
 ST0461.The geoid height was determined by GEOID03.
 ST0461
 ST0461.The dynamic height is computed by dividing the NAVD 88
 ST0461.geopotential number by the normal gravity value computed on the
 ST0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0461.degrees latitude (g = 980.6199 gals.).
 ST0461
 ST0461.The modeled gravity was interpolated from observed gravity values.
 ST0461
 ST0461;                    North         East    Units  Estimated Accuracy
 ST0461;SPC MT       -   414,970.      276,390.      MT  (+/- 180 meters Scaled)
 ST0461
 ST0461                          SUPERSEDED SURVEY CONTROL
 ST0461
 ST0461  NGVD 29 (??/??/92)  947.599  (m)         3108.91   (f) ADJ UNCH    2 0
 ST0461
 ST0461.Superseded values are not recommended for survey control.
 ST0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0461.See file dsdata.txt to determine how the superseded data were derived.
 ST0461
 ST0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU883095(NAD 83)
 ST0461_MARKER: DB = BENCH MARK DISK
 ST0461_SETTING: 80 = SET IN A BOULDER
 ST0461_SP_SET: BOULDER
 ST0461_STAMPING: G 115 1934
 ST0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0461+STABILITY: SURFACE MOTION
 ST0461
 ST0461  HISTORY     - Date     Condition        Report By
 ST0461  HISTORY     - 1934     MONUMENTED       CGS
 ST0461  HISTORY     - 1965     GOOD             USGS
 ST0461
 ST0461                          STATION DESCRIPTION
 ST0461
 ST0461'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0461'0.9 MI S FROM SWAN LAKE.
 ST0461'SWAN LAKE P.O. (INGRAMS STORE), SOUTH ON STATE HWY. 209 FOR 0.95 MI.
 ST0461'TO RANGER STA, CONTINUE 0.05 MI. TO SIDE ROAD, TAKE SIDE ROAD LEFT 1.5
 ST0461'MI. TO DIM TRACK ON RIGHT, 635 FEET ALONG TRACK TO B.M. 35 FEET NORTH
 ST0461'AND 21 FEET WEST OF DIM Y-FORK, IN THE TOP OF BOULDER 1 FOOT ABOVE
 ST0461'GROUND, A STANDARD DISK, STAMPED G 115 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0085 ***********************************************************************
 QY0085  DESIGNATION -  G 117
 QY0085  PID         -  QY0085
 QY0085  STATE/COUNTY-  MT/MADISON
 QY0085  USGS QUAD   -  ALDER (1963)
 QY0085
 QY0085                         *CURRENT SURVEY CONTROL
 QY0085  ___________________________________________________________________
 QY0085* NAD 83(1986)-  45 20 57.     (N)    112 07 03.     (W)     SCALED    
 QY0085* NAVD 88     -      1544.684  (meters)    5067.85   (feet)  ADJUSTED  
 QY0085  ___________________________________________________________________
 QY0085  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 QY0085  DYNAMIC HT  -        1544.071 (meters)    5065.84  (feet)  COMP
 QY0085  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 QY0085
 QY0085  VERT ORDER  -  SECOND    CLASS 0
 QY0085
 QY0085.The horizontal coordinates were scaled from a topographic map and have
 QY0085.an estimated accuracy of +/- 6 seconds.
 QY0085
 QY0085.The orthometric height was determined by differential leveling
 QY0085.and adjusted by the National Geodetic Survey in June 1991..
 QY0085
 QY0085.The geoid height was determined by GEOID03.
 QY0085
 QY0085.The dynamic height is computed by dividing the NAVD 88
 QY0085.geopotential number by the normal gravity value computed on the
 QY0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0085.degrees latitude (g = 980.6199 gals.).
 QY0085
 QY0085.The modeled gravity was interpolated from observed gravity values.
 QY0085
 QY0085;                    North         East    Units  Estimated Accuracy
 QY0085;SPC MT       -   125,590.      394,950.      MT  (+/- 180 meters Scaled)
 QY0085
 QY0085                          SUPERSEDED SURVEY CONTROL
 QY0085
 QY0085  NGVD 29 (??/??/92) 1543.528  (m)         5064.06   (f) ADJ UNCH    2 0
 QY0085
 QY0085.Superseded values are not recommended for survey control.
 QY0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0085.See file dsdata.txt to determine how the superseded data were derived.
 QY0085
 QY0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR124223(NAD 83)
 QY0085_MARKER: DB = BENCH MARK DISK
 QY0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0085_STAMPING: G 117 1934
 QY0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0085+STABILITY: SURFACE MOTION
 QY0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0085+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 QY0085
 QY0085  HISTORY     - Date     Condition        Report By
 QY0085  HISTORY     - 1934     MONUMENTED       CGS
 QY0085  HISTORY     - 1934     GOOD             NGS
 QY0085  HISTORY     - 20040128 GOOD             MTDOT
 QY0085
 QY0085                          STATION DESCRIPTION
 QY0085
 QY0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0085'0.4 MI SE FROM LAURIN.
 QY0085'0.4 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM LAURIN, AT
 QY0085'A ROAD CROSSING, DIRECTLY OPPOSITE A FARMHOUSE, 58 FEET SOUTHWEST OF
 QY0085'THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 QY0085'FENCE.  A STANDARD DISK, STAMPED G 117 1934 AND SET IN THE TOP OF A
 QY0085'CONCRETE POST.
 QY0085
 QY0085                          STATION RECOVERY (2004)
 QY0085
 QY0085'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (WDW)
 QY0085'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0060 ***********************************************************************
 PZ0060  DESIGNATION -  G 118
 PZ0060  PID         -  PZ0060
 PZ0060  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0060  USGS QUAD   -  ANTELOPE PEAK (1968)
 PZ0060
 PZ0060                         *CURRENT SURVEY CONTROL
 PZ0060  ___________________________________________________________________
 PZ0060* NAD 83(1986)-  44 43 42.     (N)    112 02 48.     (W)     SCALED    
 PZ0060* NAVD 88     -      2102.980  (meters)    6899.53   (feet)  ADJUSTED  
 PZ0060  ___________________________________________________________________
 PZ0060  GEOID HEIGHT-          -9.31  (meters)                     GEOID03
 PZ0060  DYNAMIC HT  -        2101.817 (meters)    6895.71  (feet)  COMP
 PZ0060  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 PZ0060
 PZ0060  VERT ORDER  -  SECOND    CLASS 0
 PZ0060
 PZ0060.The horizontal coordinates were scaled from a topographic map and have
 PZ0060.an estimated accuracy of +/- 6 seconds.
 PZ0060
 PZ0060.The orthometric height was determined by differential leveling
 PZ0060.and adjusted by the National Geodetic Survey in June 1991..
 PZ0060
 PZ0060.The geoid height was determined by GEOID03.
 PZ0060
 PZ0060.The dynamic height is computed by dividing the NAVD 88
 PZ0060.geopotential number by the normal gravity value computed on the
 PZ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0060.degrees latitude (g = 980.6199 gals.).
 PZ0060
 PZ0060.The modeled gravity was interpolated from observed gravity values.
 PZ0060
 PZ0060;                    North         East    Units  Estimated Accuracy
 PZ0060;SPC MT       -    56,450.      398,260.      MT  (+/- 180 meters Scaled)
 PZ0060
 PZ0060                          SUPERSEDED SURVEY CONTROL
 PZ0060
 PZ0060  NGVD 29 (??/??/92) 2101.616  (m)         6895.05   (f) ADJ UNCH    2 0
 PZ0060
 PZ0060.Superseded values are not recommended for survey control.
 PZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0060.See file dsdata.txt to determine how the superseded data were derived.
 PZ0060
 PZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ171533(NAD 83)
 PZ0060_MARKER: DB = BENCH MARK DISK
 PZ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0060_STAMPING: G 118 1934
 PZ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0060+STABILITY: SURFACE MOTION
 PZ0060
 PZ0060  HISTORY     - Date     Condition        Report By
 PZ0060  HISTORY     - 1934     MONUMENTED       CGS
 PZ0060  HISTORY     - 1964     GOOD             NGS
 PZ0060
 PZ0060                          STATION DESCRIPTION
 PZ0060
 PZ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0060'25.1 MI NW FROM LAKEVIEW.
 PZ0060'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PZ0060'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PZ0060'DIRT ROAD, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 6.5
 PZ0060'MILES NORTH ALONG A GRADED DIRT ROAD, ABOUT 0.6 MILE NORTH OF THE MOST
 PZ0060'NORTHERLY OF TWO BRIDGES WHICH IS A 15-FOOT WOODEN BRIDGE OVER LONG
 PZ0060'CREEK, ON THE INSIDE OF A CURVE IN THE ROAD, 41 FEET NORTHWEST OF THE
 PZ0060'CENTER LINE OF THE ROAD, 33 FEET WEST OF THE WEST END OF A 12-INCH
 PZ0060'METAL CULVERT, 1 1/2 FEET NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE
 PZ0060'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0371 ***********************************************************************
 RU0371  DESIGNATION -  G 120
 RU0371  PID         -  RU0371
 RU0371  STATE/COUNTY-  MT/YELLOWSTONE
 RU0371  USGS QUAD   -  CUSTER (1980)
 RU0371
 RU0371                         *CURRENT SURVEY CONTROL
 RU0371  ___________________________________________________________________
 RU0371* NAD 83(1986)-  46 13 07.     (N)    107 37 18.     (W)     SCALED    
 RU0371* NAVD 88     -      1017.705  (meters)    3338.92   (feet)  POSTED    
 RU0371  ___________________________________________________________________
 RU0371  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 RU0371  DYNAMIC HT  -        1017.560 (meters)    3338.44  (feet)  COMP
 RU0371  MODELED GRAV-     980,440.5   (mgal)                       NAVD 88
 RU0371
 RU0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RU0371
 RU0371.The horizontal coordinates were scaled from a topographic map and have
 RU0371.an estimated accuracy of +/- 6 seconds.
 RU0371
 RU0371.The orthometric height was determined by differential leveling
 RU0371.and adjusted by the National Geodetic Survey in 1992..
 RU0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RU0371.rate of 0.0 thru 1.0 mm/km.
 RU0371
 RU0371.The geoid height was determined by GEOID03.
 RU0371
 RU0371.The dynamic height is computed by dividing the NAVD 88
 RU0371.geopotential number by the normal gravity value computed on the
 RU0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0371.degrees latitude (g = 980.6199 gals.).
 RU0371
 RU0371.The modeled gravity was interpolated from observed gravity values.
 RU0371
 RU0371;                    North         East    Units  Estimated Accuracy
 RU0371;SPC MT       -   220,500.      744,840.      MT  (+/- 180 meters Scaled)
 RU0371
 RU0371                          SUPERSEDED SURVEY CONTROL
 RU0371
 RU0371  NGVD 29 (??/??/92) 1017.044  (m)         3336.75   (f) ADJ UNCH    2 0
 RU0371
 RU0371.Superseded values are not recommended for survey control.
 RU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0371.See file dsdata.txt to determine how the superseded data were derived.
 RU0371
 RU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM978216(NAD 83)
 RU0371_MARKER: DB = BENCH MARK DISK
 RU0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0371_STAMPING: G 120 1934
 RU0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0371+STABILITY: SURFACE MOTION
 RU0371
 RU0371  HISTORY     - Date     Condition        Report By
 RU0371  HISTORY     - 1934     MONUMENTED       CGS
 RU0371  HISTORY     - 1981     MARK NOT FOUND   NGS
 RU0371
 RU0371                          STATION DESCRIPTION
 RU0371
 RU0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0371'8.0 MI N FROM CUSTER.
 RU0371'8.0 MILES NORTH ALONG THE ROAD TO MELSTONE FROM CUSTER, YELLOWSTONE
 RU0371'COUNTY, 100 YARDS NORTH OF A MAIL RACK WHICH IS LOCATED NEAR THE BASE
 RU0371'OF A SMALL HILL, 60 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND
 RU0371'SET IN THE TOP OF A CONCRETE POST.
 RU0371
 RU0371                          STATION RECOVERY (1981)
 RU0371
 RU0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0389 ***********************************************************************
 RU0389  DESIGNATION -  G 121
 RU0389  PID         -  RU0389
 RU0389  STATE/COUNTY-  MT/ROSEBUD
 RU0389  USGS QUAD   -  HECKER RANCH (1963)
 RU0389
 RU0389                         *CURRENT SURVEY CONTROL
 RU0389  ___________________________________________________________________
 RU0389* NAD 83(1986)-  46 38 02.     (N)    107 35 37.     (W)     SCALED    
 RU0389* NAVD 88     -       957.876  (meters)    3142.63   (feet)  ADJUSTED  
 RU0389  ___________________________________________________________________
 RU0389  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 RU0389  DYNAMIC HT  -         957.791 (meters)    3142.35  (feet)  COMP
 RU0389  MODELED GRAV-     980,492.2   (mgal)                       NAVD 88
 RU0389
 RU0389  VERT ORDER  -  SECOND    CLASS 0
 RU0389
 RU0389.The horizontal coordinates were scaled from a topographic map and have
 RU0389.an estimated accuracy of +/- 6 seconds.
 RU0389
 RU0389.The orthometric height was determined by differential leveling
 RU0389.and adjusted by the National Geodetic Survey in June 1991..
 RU0389
 RU0389.The geoid height was determined by GEOID03.
 RU0389
 RU0389.The dynamic height is computed by dividing the NAVD 88
 RU0389.geopotential number by the normal gravity value computed on the
 RU0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0389.degrees latitude (g = 980.6199 gals.).
 RU0389
 RU0389.The modeled gravity was interpolated from observed gravity values.
 RU0389
 RU0389;                    North         East    Units  Estimated Accuracy
 RU0389;SPC MT       -   266,680.      745,880.      MT  (+/- 180 meters Scaled)
 RU0389
 RU0389                          SUPERSEDED SURVEY CONTROL
 RU0389
 RU0389  NGVD 29 (??/??/92)  957.189  (m)         3140.38   (f) ADJ UNCH    2 0
 RU0389
 RU0389.Superseded values are not recommended for survey control.
 RU0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0389.See file dsdata.txt to determine how the superseded data were derived.
 RU0389
 RU0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM014677(NAD 83)
 RU0389_MARKER: DB = BENCH MARK DISK
 RU0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0389_STAMPING: G 121 1934
 RU0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0389+STABILITY: SURFACE MOTION
 RU0389
 RU0389  HISTORY     - Date     Condition        Report By
 RU0389  HISTORY     - 1934     MONUMENTED       CGS
 RU0389
 RU0389                          STATION DESCRIPTION
 RU0389
 RU0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0389'2.3 MI W FROM SUMATRA.
 RU0389'2.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RU0389'RAILROAD FROM THE STATION AT SUMATRA, ROSEBUD COUNTY, 20 POLES WEST OF
 RU0389'MILEPOST 1216, AT THE WEST END OF A DEEP CUT, 72 FEET NORTH OF THE
 RU0389'CENTERLINE OF THE MAIN TRACK, AND 12 FEET SOUTH OF THE RIGHT-OF-WAY
 RU0389'FENCE.  A STANDARD DISK, STAMPED G 121 1934 AND SET IN THE TOP OF A
 RU0389'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0009 ***********************************************************************
 RV0009  DESIGNATION -  G 122
 RV0009  PID         -  RV0009
 RV0009  STATE/COUNTY-  MT/MUSSELSHELL
 RV0009  USGS QUAD   -  MUSSELSHELL NW (1963)
 RV0009
 RV0009                         *CURRENT SURVEY CONTROL
 RV0009  ___________________________________________________________________
 RV0009* NAD 83(1986)-  46 44 39.     (N)    108 10 43.     (W)     SCALED    
 RV0009* NAVD 88     -       921.855  (meters)    3024.45   (feet)  ADJUSTED  
 RV0009  ___________________________________________________________________
 RV0009  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 RV0009  DYNAMIC HT  -         921.768 (meters)    3024.17  (feet)  COMP
 RV0009  MODELED GRAV-     980,488.9   (mgal)                       NAVD 88
 RV0009
 RV0009  VERT ORDER  -  SECOND    CLASS 0
 RV0009
 RV0009.The horizontal coordinates were scaled from a topographic map and have
 RV0009.an estimated accuracy of +/- 6 seconds.
 RV0009
 RV0009.The orthometric height was determined by differential leveling
 RV0009.and adjusted by the National Geodetic Survey in June 1991..
 RV0009
 RV0009.The geoid height was determined by GEOID03.
 RV0009
 RV0009.The dynamic height is computed by dividing the NAVD 88
 RV0009.geopotential number by the normal gravity value computed on the
 RV0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0009.degrees latitude (g = 980.6199 gals.).
 RV0009
 RV0009.The modeled gravity was interpolated from observed gravity values.
 RV0009
 RV0009;                    North         East    Units  Estimated Accuracy
 RV0009;SPC MT       -   278,010.      700,910.      MT  (+/- 180 meters Scaled)
 RV0009
 RV0009                          SUPERSEDED SURVEY CONTROL
 RV0009
 RV0009  NGVD 29 (??/??/92)  921.138  (m)         3022.10   (f) ADJ UNCH    2 0
 RV0009
 RV0009.Superseded values are not recommended for survey control.
 RV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0009.See file dsdata.txt to determine how the superseded data were derived.
 RV0009
 RV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS155806(NAD 83)
 RV0009_MARKER: DB = BENCH MARK DISK
 RV0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0009_STAMPING: G 122 1934
 RV0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0009+STABILITY: SURFACE MOTION
 RV0009
 RV0009  HISTORY     - Date     Condition        Report By
 RV0009  HISTORY     - 1934     MONUMENTED       CGS
 RV0009  HISTORY     - 1963     GOOD             USGS
 RV0009
 RV0009                          STATION DESCRIPTION
 RV0009
 RV0009'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RV0009'1.3 MI S FROM KELLEY.
 RV0009'ABOUT 17.3 MI. N. ALONG THE WINNETT RD. FROM THE R.R. STA. AT
 RV0009'MUSSELSHELL, MUSSELSHELL, CO.  ABOUT 1.3 MI. S. OF THE OLD COMMUNITY
 RV0009'OF KELLEY, PETROLEUM CO.  676 FT. N. OF A DRAIN XING., AND 41 FT. W.
 RV0009'OF THE CTR. LINE OF THE RD.  A STD. TABLET SET IN TOP OF A CONCRETE
 RV0009'POST 0.5 FT. LOWER THAN THE RD.  AND STAMPED-- G 122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0265 ***********************************************************************
 RV0265  DESIGNATION -  G 123
 RV0265  PID         -  RV0265
 RV0265  STATE/COUNTY-  MT/WHEATLAND
 RV0265  USGS QUAD   -  MELVILLE NW (1985)
 RV0265
 RV0265                         *CURRENT SURVEY CONTROL
 RV0265  ___________________________________________________________________
 RV0265* NAD 83(1986)-  46 13 28.     (N)    109 53 00.     (W)     SCALED    
 RV0265* NAVD 88     -      1444.194  (meters)    4738.16   (feet)  ADJUSTED  
 RV0265  ___________________________________________________________________
 RV0265  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 RV0265  DYNAMIC HT  -        1443.814 (meters)    4736.91  (feet)  COMP
 RV0265  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 RV0265
 RV0265  VERT ORDER  -  SECOND    CLASS 0
 RV0265
 RV0265.The horizontal coordinates were scaled from a topographic map and have
 RV0265.an estimated accuracy of +/- 6 seconds.
 RV0265
 RV0265.The orthometric height was determined by differential leveling
 RV0265.and adjusted by the National Geodetic Survey in June 1991..
 RV0265
 RV0265.The geoid height was determined by GEOID03.
 RV0265
 RV0265.The dynamic height is computed by dividing the NAVD 88
 RV0265.geopotential number by the normal gravity value computed on the
 RV0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0265.degrees latitude (g = 980.6199 gals.).
 RV0265
 RV0265.The modeled gravity was interpolated from observed gravity values.
 RV0265
 RV0265;                    North         East    Units  Estimated Accuracy
 RV0265;SPC MT       -   219,490.      570,440.      MT  (+/- 180 meters Scaled)
 RV0265
 RV0265                          SUPERSEDED SURVEY CONTROL
 RV0265
 RV0265  NGVD 29 (??/??/92) 1443.181  (m)         4734.84   (f) ADJ UNCH    2 0
 RV0265
 RV0265.Superseded values are not recommended for survey control.
 RV0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0265.See file dsdata.txt to determine how the superseded data were derived.
 RV0265
 RV0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS861195(NAD 83)
 RV0265_MARKER: DB = BENCH MARK DISK
 RV0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0265_STAMPING: G 123 1934
 RV0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0265+STABILITY: SURFACE MOTION
 RV0265
 RV0265  HISTORY     - Date     Condition        Report By
 RV0265  HISTORY     - 1934     MONUMENTED       CGS
 RV0265  HISTORY     - 1979     GOOD             USGS
 RV0265
 RV0265                          STATION DESCRIPTION
 RV0265
 RV0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0265'11.7 MI NE FROM MELVILLE.
 RV0265'IN WHEATLAND COUNTY, 11.7 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM
 RV0265'MELVILLE, SWEETGRASS COUNTY, 0.4 MILE NORTH OF EAST-AND-WEST FENCE
 RV0265'MARKING THE WHEATLAND-SWEETGRASS COUNTY LINE, 35 FEET WEST OF THE
 RV0265'CENTERLINE OF THE HIGHWAY, AND 5 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 RV0265'A STANDARD DISK, STAMPED G 123 1934 AND SET IN THE TOP OF A CONCRETE
 RV0265'POST.
 RV0265
 RV0265                          STATION RECOVERY (1979)
 RV0265
 RV0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 RV0265'IN WHEATLAND COUNTY, ABOUT 8.6 MILES NORTH ALONG U.S. HIGHWAY 191
 RV0265'FROM THE MELVILLE, SWEET GRASS COUNTY, POST OFFICE, THENCE 0.65 MILE
 RV0265'EAST CROSS COUNTRY, AT THE EAST EDGE OF SECTION 31, T 6 N, R 15 E,
 RV0265'0.4 MILE NORTH OF EAST-WEST FENCE MARKING THE WHEATLAND-SWEET GRASS
 RV0265'COUNTY LINE, 35 FEET WEST OF THE CENTERLINE OF AN OLD NORTH-SOUTH
 RV0265'ROAD - FORMERLY STATE HIGHWAY 19. A STANDARD DISK, SET IN THE TOP OF
 RV0265'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0480 ***********************************************************************
 QW0480  DESIGNATION -  G 124
 QW0480  PID         -  QW0480
 QW0480  STATE/COUNTY-  MT/GALLATIN
 QW0480  USGS QUAD   -  RATTLESNAKE BUTTE (1975)
 QW0480
 QW0480                         *CURRENT SURVEY CONTROL
 QW0480  ___________________________________________________________________
 QW0480* NAD 83(1986)-  45 58 21.     (N)    108 28 02.     (W)     SCALED    
 QW0480* NAVD 88     -       993.081  (meters)    3258.13   (feet)  ADJUSTED  
 QW0480  ___________________________________________________________________
 QW0480  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 QW0480  DYNAMIC HT  -         992.900 (meters)    3257.54  (feet)  COMP
 QW0480  MODELED GRAV-     980,399.4   (mgal)                       NAVD 88
 QW0480
 QW0480  VERT ORDER  -  SECOND    CLASS 0
 QW0480
 QW0480.The horizontal coordinates were scaled from a topographic map and have
 QW0480.an estimated accuracy of +/- 6 seconds.
 QW0480
 QW0480.The orthometric height was determined by differential leveling
 QW0480.and adjusted by the National Geodetic Survey in June 1991..
 QW0480
 QW0480.The geoid height was determined by GEOID03.
 QW0480
 QW0480.The dynamic height is computed by dividing the NAVD 88
 QW0480.geopotential number by the normal gravity value computed on the
 QW0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0480.degrees latitude (g = 980.6199 gals.).
 QW0480
 QW0480.The modeled gravity was interpolated from observed gravity values.
 QW0480
 QW0480;                    North         East    Units  Estimated Accuracy
 QW0480;SPC MT       -   191,950.      680,000.      MT  (+/- 180 meters Scaled)
 QW0480
 QW0480                          SUPERSEDED SURVEY CONTROL
 QW0480
 QW0480  NGVD 29 (??/??/92)  992.33   (m)         3255.7    (f) COMPUTED    2 0
 QW0480
 QW0480.Superseded values are not recommended for survey control.
 QW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0480.See file dsdata.txt to determine how the superseded data were derived.
 QW0480
 QW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR962941(NAD 83)
 QW0480_MARKER: DB = BENCH MARK DISK
 QW0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0480_STAMPING: G 124 1934
 QW0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0480+STABILITY: SURFACE MOTION
 QW0480
 QW0480  HISTORY     - Date     Condition        Report By
 QW0480  HISTORY     - 1934     MONUMENTED       CGS
 QW0480  HISTORY     - 1943     GOOD             NGS
 QW0480
 QW0480                          STATION DESCRIPTION
 QW0480
 QW0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QW0480'14.2 MI N FROM BILLINGS.
 QW0480'14.2 MILES NORTH ALONG U. S. HIGHWAY 87 FROM BILLINGS, YELLOWSTONE
 QW0480'COUNTY, HALFWAY DOWN A SLIGHT GRADE, 48 FEET EAST OF THE CENTERLINE OF
 QW0480'THE HIGHWAY, 5 FEET EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 QW0480'STAMPED G 124 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0117 ***********************************************************************
 RV0117  DESIGNATION -  G 125
 RV0117  PID         -  RV0117
 RV0117  STATE/COUNTY-  MT/MUSSELSHELL
 RV0117  USGS QUAD   -  LAKE MASON NE (1986)
 RV0117
 RV0117                         *CURRENT SURVEY CONTROL
 RV0117  ___________________________________________________________________
 RV0117* NAD 83(1986)-  46 41 42.     (N)    108 36 21.     (W)     SCALED    
 RV0117* NAVD 88     -      1179.083  (meters)    3868.37   (feet)  ADJUSTED  
 RV0117  ___________________________________________________________________
 RV0117  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RV0117  DYNAMIC HT  -        1178.938 (meters)    3867.90  (feet)  COMP
 RV0117  MODELED GRAV-     980,449.0   (mgal)                       NAVD 88
 RV0117
 RV0117  VERT ORDER  -  SECOND    CLASS 0
 RV0117
 RV0117.The horizontal coordinates were scaled from a topographic map and have
 RV0117.an estimated accuracy of +/- 6 seconds.
 RV0117
 RV0117.The orthometric height was determined by differential leveling
 RV0117.and adjusted by the National Geodetic Survey in June 1991..
 RV0117
 RV0117.The geoid height was determined by GEOID03.
 RV0117
 RV0117.The dynamic height is computed by dividing the NAVD 88
 RV0117.geopotential number by the normal gravity value computed on the
 RV0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0117.degrees latitude (g = 980.6199 gals.).
 RV0117
 RV0117.The modeled gravity was interpolated from observed gravity values.
 RV0117
 RV0117;                    North         East    Units  Estimated Accuracy
 RV0117;SPC MT       -   272,080.      668,350.      MT  (+/- 180 meters Scaled)
 RV0117
 RV0117                          SUPERSEDED SURVEY CONTROL
 RV0117
 RV0117  NGVD 29 (??/??/92) 1178.296  (m)         3865.79   (f) ADJ UNCH    2 0
 RV0117
 RV0117.Superseded values are not recommended for survey control.
 RV0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0117.See file dsdata.txt to determine how the superseded data were derived.
 RV0117
 RV0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS830740(NAD 83)
 RV0117_MARKER: DB = BENCH MARK DISK
 RV0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0117_STAMPING: G 125 1934
 RV0117_MARK LOGO: CGS   
 RV0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 RV0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0117+STABILITY: SURFACE MOTION
 RV0117
 RV0117  HISTORY     - Date     Condition        Report By
 RV0117  HISTORY     - 1934     MONUMENTED       CGS
 RV0117  HISTORY     - 1978     GOOD             USGS
 RV0117  HISTORY     - 19990630 GOOD             MTDOT
 RV0117
 RV0117                          STATION DESCRIPTION
 RV0117
 RV0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0117'17.7 MI SE FROM BATTRICK.
 RV0117'IN MUSSELSHELL COUNTY, 17.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM
 RV0117'BATTRICK, FERGUS COUNTY, 0.2 MILE SOUTH OF THE TOP OF A GRADE THROUGH
 RV0117'A CUT, 0.1 MILE SOUTH OF A FORK OF THE NEW AND OLD HIGHWAYS, AND 42
 RV0117'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 RV0117'G 125 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RV0117
 RV0117                          STATION RECOVERY (1978)
 RV0117
 RV0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0117'ROUNDUP COURTHOUSE, 18.4 MILES NORTH OF, ALONG U.S. HIGHWAY 87 TO
 RV0117'MILE POST 18. 3.0 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 87 AND
 RV0117'STATE HIGHWAY 244 TO WINNETT. BENCH MARK IS 0.15 MILES NORTH OF MILE
 RV0117'POST 18 AND 46 FEET WEST OF CENTERLINE OF HIGHWAY. A STANDARD DISK
 RV0117'STAMPED G-125 SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.3 FEET
 RV0117'ABOVE THE GROUND.
 RV0117
 RV0117                          STATION RECOVERY (1999)
 RV0117
 RV0117'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1999
 RV0117'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0415 ***********************************************************************
 RV0415  DESIGNATION -  G 126
 RV0415  PID         -  RV0415
 RV0415  STATE/COUNTY-  MT/WHEATLAND
 RV0415  USGS QUAD   -  JUDITH GAP (1995)
 RV0415
 RV0415                         *CURRENT SURVEY CONTROL
 RV0415  ___________________________________________________________________
 RV0415* NAD 83(1986)-  46 40 45.     (N)    109 48 18.     (W)     SCALED    
 RV0415* NAVD 88     -      1434.212  (meters)    4705.41   (feet)  ADJUSTED  
 RV0415  ___________________________________________________________________
 RV0415  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 RV0415  DYNAMIC HT  -        1433.910 (meters)    4704.42  (feet)  COMP
 RV0415  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 RV0415
 RV0415  VERT ORDER  -  SECOND    CLASS 0
 RV0415
 RV0415.The horizontal coordinates were scaled from a topographic map and have
 RV0415.an estimated accuracy of +/- 6 seconds.
 RV0415
 RV0415.The orthometric height was determined by differential leveling
 RV0415.and adjusted by the National Geodetic Survey in June 1991..
 RV0415
 RV0415.The geoid height was determined by GEOID03.
 RV0415
 RV0415.The dynamic height is computed by dividing the NAVD 88
 RV0415.geopotential number by the normal gravity value computed on the
 RV0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0415.degrees latitude (g = 980.6199 gals.).
 RV0415
 RV0415.The modeled gravity was interpolated from observed gravity values.
 RV0415
 RV0415;                    North         East    Units  Estimated Accuracy
 RV0415;SPC MT       -   269,980.      576,680.      MT  (+/- 180 meters Scaled)
 RV0415
 RV0415                          SUPERSEDED SURVEY CONTROL
 RV0415
 RV0415  NGVD 29 (??/??/92) 1433.229  (m)         4702.19   (f) ADJ UNCH    2 0
 RV0415
 RV0415.Superseded values are not recommended for survey control.
 RV0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0415.See file dsdata.txt to determine how the superseded data were derived.
 RV0415
 RV0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS913702(NAD 83)
 RV0415_MARKER: DB = BENCH MARK DISK
 RV0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0415_STAMPING: G 126 1934
 RV0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0415+STABILITY: SURFACE MOTION
 RV0415
 RV0415  HISTORY     - Date     Condition        Report By
 RV0415  HISTORY     - 1934     MONUMENTED       CGS
 RV0415  HISTORY     - 1961     GOOD             NGS
 RV0415
 RV0415                          STATION DESCRIPTION
 RV0415
 RV0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0415'2.3 MI SW FROM JUDITH GAP.
 RV0415'ABOUT 2.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0415'PACIFIC RAILROAD FROM THE STATION SIGN AT JUDITH GAP, 12 1/2 FEET
 RV0415'SOUTHEAST AND ACROSS A FENCE FROM MILE POLE 19, 53 FEET SOUTH OF THE
 RV0415'SOUTH RAIL, 145 FEET EAST-SOUTHEAST OF A WOODEN BRIDGE, 5 FEET SOUTH
 RV0415'OF A FENCE, ABOUT 6 FEET LOWER THAN THE TRACK, 1.0 FOOT WEST OF A
 RV0415'WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0079 ***********************************************************************
 RW0079  DESIGNATION -  G 127
 RW0079  PID         -  RW0079
 RW0079  STATE/COUNTY-  MT/MEAGHER
 RW0079  USGS QUAD   -  HAMEN (1980)
 RW0079
 RW0079                         *CURRENT SURVEY CONTROL
 RW0079  ___________________________________________________________________
 RW0079* NAD 83(1986)-  46 17 51.     (N)    110 42 31.     (W)     SCALED    
 RW0079* NAVD 88     -      1672.895  (meters)    5488.49   (feet)  ADJUSTED  
 RW0079  ___________________________________________________________________
 RW0079  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 RW0079  DYNAMIC HT  -        1672.359 (meters)    5486.73  (feet)  COMP
 RW0079  MODELED GRAV-     980,235.2   (mgal)                       NAVD 88
 RW0079
 RW0079  VERT ORDER  -  SECOND    CLASS 0
 RW0079
 RW0079.The horizontal coordinates were scaled from a topographic map and have
 RW0079.an estimated accuracy of +/- 6 seconds.
 RW0079
 RW0079.The orthometric height was determined by differential leveling
 RW0079.and adjusted by the National Geodetic Survey in June 1991..
 RW0079
 RW0079.The geoid height was determined by GEOID03.
 RW0079
 RW0079.The dynamic height is computed by dividing the NAVD 88
 RW0079.geopotential number by the normal gravity value computed on the
 RW0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0079.degrees latitude (g = 980.6199 gals.).
 RW0079
 RW0079.The modeled gravity was interpolated from observed gravity values.
 RW0079
 RW0079;                    North         East    Units  Estimated Accuracy
 RW0079;SPC MT       -   228,250.      506,930.      MT  (+/- 180 meters Scaled)
 RW0079
 RW0079                          SUPERSEDED SURVEY CONTROL
 RW0079
 RW0079  NGVD 29 (??/??/92) 1671.724  (m)         5484.65   (f) ADJ UNCH    2 0
 RW0079
 RW0079.Superseded values are not recommended for survey control.
 RW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0079.See file dsdata.txt to determine how the superseded data were derived.
 RW0079
 RW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS224271(NAD 83)
 RW0079_MARKER: DB = BENCH MARK DISK
 RW0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0079_STAMPING: G 127 1934
 RW0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0079+STABILITY: SURFACE MOTION
 RW0079
 RW0079  HISTORY     - Date     Condition        Report By
 RW0079  HISTORY     - 1934     MONUMENTED       CGS
 RW0079  HISTORY     - 1951     GOOD             USGS
 RW0079
 RW0079                          STATION DESCRIPTION
 RW0079
 RW0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0079'5.4 MI E FROM RINGLING.
 RW0079'5.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0079'RAILROAD FROM THE STATION AT RINGLING, MEAGHER COUNTY, IN SECTION 10,
 RW0079'T 6 N, R 8 E, 1540 FEET SOUTH AND 2050 FEET WEST OF THE NORTHEAST
 RW0079'CORNER OF THE SECTION, 15 POLES WEST OF MILEPOST 1387, AT THE POINT
 RW0079'WHERE THE TRACK LEAVES A DEEP CUT, 40 FEET NORTHEAST OF THE TRACK, AND
 RW0079'4 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RW0079'G 127 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RW0079
 RW0079                          STATION RECOVERY (1951)
 RW0079
 RW0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RW0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0156 ***********************************************************************
 QX0156  DESIGNATION -  G 128
 QX0156  PID         -  QX0156
 QX0156  STATE/COUNTY-  MT/PARK
 QX0156  USGS QUAD   -  CHADBORN (1980)
 QX0156
 QX0156                         *CURRENT SURVEY CONTROL
 QX0156  ___________________________________________________________________
 QX0156* NAD 83(1986)-  45 51 02.     (N)    110 34 54.     (W)     SCALED    
 QX0156* NAVD 88     -      1446.091  (meters)    4744.38   (feet)  ADJUSTED  
 QX0156  ___________________________________________________________________
 QX0156  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 QX0156  DYNAMIC HT  -        1445.603 (meters)    4742.78  (feet)  COMP
 QX0156  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 QX0156
 QX0156  VERT ORDER  -  SECOND    CLASS 0
 QX0156
 QX0156.The horizontal coordinates were scaled from a topographic map and have
 QX0156.an estimated accuracy of +/- 6 seconds.
 QX0156
 QX0156.The orthometric height was determined by differential leveling
 QX0156.and adjusted by the National Geodetic Survey in June 1991..
 QX0156
 QX0156.The geoid height was determined by GEOID03.
 QX0156
 QX0156.The dynamic height is computed by dividing the NAVD 88
 QX0156.geopotential number by the normal gravity value computed on the
 QX0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0156.degrees latitude (g = 980.6199 gals.).
 QX0156
 QX0156.The modeled gravity was interpolated from observed gravity values.
 QX0156
 QX0156;                    North         East    Units  Estimated Accuracy
 QX0156;SPC MT       -   178,450.      516,020.      MT  (+/- 180 meters Scaled)
 QX0156
 QX0156                          SUPERSEDED SURVEY CONTROL
 QX0156
 QX0156  NGVD 29 (??/??/92) 1444.949  (m)         4740.64   (f) ADJ UNCH    2 0
 QX0156
 QX0156.Superseded values are not recommended for survey control.
 QX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0156.See file dsdata.txt to determine how the superseded data were derived.
 QX0156
 QX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR324775(NAD 83)
 QX0156_MARKER: DB = BENCH MARK DISK
 QX0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0156_STAMPING: G 128 1934
 QX0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0156+STABILITY: SURFACE MOTION
 QX0156
 QX0156  HISTORY     - Date     Condition        Report By
 QX0156  HISTORY     - 1931     MONUMENTED       CGS
 QX0156  HISTORY     - 1951     POOR             NGS
 QX0156
 QX0156                          STATION DESCRIPTION
 QX0156
 QX0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 QX0156'IN TREGLOAN.
 QX0156'AT TREGLOAN, PARK COUNTY ON THE NORTHERN PACIFIC RAILWAY, 200 FEET
 QX0156'NORTH OF THE STATION, AT A ROAD CROSSING, 37 FEET NORTHEAST OF THE
 QX0156'CENTERLINE OF THE TRACK, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 QX0156'ROAD, AND 3 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD
 QX0156'DISK, STAMPED G 128 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 QX0156'BENCH MARK IS LOCATED 375 FEET SOUTH AND ALONG U.S. HIGHWAY 89 AND 40
 QX0156'FEET WEST OF U.S. HIGHWAY 89 FROM ENTRANCE TO BODINE RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0127 ***********************************************************************
 RW0127  DESIGNATION -  G 129
 RW0127  PID         -  RW0127
 RW0127  STATE/COUNTY-  MT/MEAGHER
 RW0127  USGS QUAD   -  CHARCOAL GULCH (1995)
 RW0127
 RW0127                         *CURRENT SURVEY CONTROL
 RW0127  ___________________________________________________________________
 RW0127* NAD 83(1986)-  46 41 57.     (N)    110 51 45.     (W)     SCALED    
 RW0127* NAVD 88     -      1672.313  (meters)    5486.58   (feet)  ADJUSTED  
 RW0127  ___________________________________________________________________
 RW0127  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 RW0127  DYNAMIC HT  -        1671.870 (meters)    5485.13  (feet)  COMP
 RW0127  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 RW0127
 RW0127  VERT ORDER  -  SECOND    CLASS 0
 RW0127
 RW0127.The horizontal coordinates were scaled from a topographic map and have
 RW0127.an estimated accuracy of +/- 6 seconds.
 RW0127
 RW0127.The orthometric height was determined by differential leveling
 RW0127.and adjusted by the National Geodetic Survey in June 1991..
 RW0127
 RW0127.The geoid height was determined by GEOID03.
 RW0127
 RW0127.The dynamic height is computed by dividing the NAVD 88
 RW0127.geopotential number by the normal gravity value computed on the
 RW0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0127.degrees latitude (g = 980.6199 gals.).
 RW0127
 RW0127.The modeled gravity was interpolated from observed gravity values.
 RW0127
 RW0127;                    North         East    Units  Estimated Accuracy
 RW0127;SPC MT       -   273,060.      495,860.      MT  (+/- 180 meters Scaled)
 RW0127
 RW0127                          SUPERSEDED SURVEY CONTROL
 RW0127
 RW0127  NGVD 29 (??/??/92) 1671.214  (m)         5482.97   (f) ADJ UNCH    2 0
 RW0127
 RW0127.Superseded values are not recommended for survey control.
 RW0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0127.See file dsdata.txt to determine how the superseded data were derived.
 RW0127
 RW0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS105717(NAD 83)
 RW0127_MARKER: DB = BENCH MARK DISK
 RW0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0127_STAMPING: G 129 1934
 RW0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0127+STABILITY: SURFACE MOTION
 RW0127
 RW0127  HISTORY     - Date     Condition        Report By
 RW0127  HISTORY     - 1934     MONUMENTED       CGS
 RW0127  HISTORY     - 1971     MARK NOT FOUND   USGS
 RW0127
 RW0127                          STATION DESCRIPTION
 RW0127
 RW0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0127'13.6 MI N FROM WHITE SULPHUR SPRINGS.
 RW0127'13.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, 0.4
 RW0127'MILE SOUTH OF A LARGE FARMHOUSE, 110 FEET NORTH OF A GATE IN A FENCE
 RW0127'ON THE EAST SIDE OF THE HIGHWAY, 31 FEET EAST OF THE CENTERLINE OF THE
 RW0127'HIGHWAY, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RW0127'STAMPED G 129 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RW0127
 RW0127                          STATION RECOVERY (1971)
 RW0127
 RW0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RW0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0125 ***********************************************************************
 RV0125  DESIGNATION -  G 131
 RV0125  PID         -  RV0125
 RV0125  STATE/COUNTY-  MT/FERGUS
 RV0125  USGS QUAD   -  PIKE CREEK HILLS WEST (1986)
 RV0125
 RV0125                         *CURRENT SURVEY CONTROL
 RV0125  ___________________________________________________________________
 RV0125* NAD 83(1986)-  46 51 25.     (N)    108 40 35.     (W)     SCALED    
 RV0125* NAVD 88     -      1116.148  (meters)    3661.90   (feet)  ADJUSTED  
 RV0125  ___________________________________________________________________
 RV0125  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RV0125  DYNAMIC HT  -        1116.038 (meters)    3661.53  (feet)  COMP
 RV0125  MODELED GRAV-     980,476.0   (mgal)                       NAVD 88
 RV0125
 RV0125  VERT ORDER  -  SECOND    CLASS 0
 RV0125
 RV0125.The horizontal coordinates were scaled from a topographic map and have
 RV0125.an estimated accuracy of +/- 6 seconds.
 RV0125
 RV0125.The orthometric height was determined by differential leveling
 RV0125.and adjusted by the National Geodetic Survey in June 1991..
 RV0125
 RV0125.The geoid height was determined by GEOID03.
 RV0125
 RV0125.The dynamic height is computed by dividing the NAVD 88
 RV0125.geopotential number by the normal gravity value computed on the
 RV0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0125.degrees latitude (g = 980.6199 gals.).
 RV0125
 RV0125.The modeled gravity was interpolated from observed gravity values.
 RV0125
 RV0125;                    North         East    Units  Estimated Accuracy
 RV0125;SPC MT       -   290,010.      662,770.      MT  (+/- 180 meters Scaled)
 RV0125
 RV0125                          SUPERSEDED SURVEY CONTROL
 RV0125
 RV0125  NGVD 29 (??/??/92) 1115.364  (m)         3659.32   (f) ADJ UNCH    2 0
 RV0125
 RV0125.Superseded values are not recommended for survey control.
 RV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0125.See file dsdata.txt to determine how the superseded data were derived.
 RV0125
 RV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS771918(NAD 83)
 RV0125_MARKER: DB = BENCH MARK DISK
 RV0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0125_STAMPING: G 131 1934
 RV0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0125+STABILITY: SURFACE MOTION
 RV0125
 RV0125  HISTORY     - Date     Condition        Report By
 RV0125  HISTORY     - 1934     MONUMENTED       CGS
 RV0125  HISTORY     - 1978     GOOD             USGS
 RV0125
 RV0125                          STATION DESCRIPTION
 RV0125
 RV0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0125'4.6 MI SE FROM BATTRICK.
 RV0125'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM BATTRICK, FERGUS
 RV0125'COUNTY, 80 FEET WEST OF A BRIDGE, 70 FEET WEST OF A GATE IN THE
 RV0125'RIGHT-OF-WAY FENCE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RV0125'AND 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RV0125'G 131 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RV0125
 RV0125                          STATION RECOVERY (1978)
 RV0125
 RV0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0125'0.6 MI. SOUTH AND EAST OF THE POST OFFICE AT GRASSRANGE, FERGUS CO.
 RV0125'MT. THENCE 12.5 MI. SOUTHEAST ALONG US HIGHWAY 87, THENCE 0.6 MI.
 RV0125'SOUTHEAST ALONG OLD HIGHWAY, 120 FT. NORTHWEST OF A BRIDGE, 30 FT.
 RV0125'SOUTHWEST OF CENTER OF THE ROAD, A STANDARD DISK, STAMPED G 131 1934
 RV0125'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. (NOTE--
 RV0125'THIS BENCH MARK IS NOW ON PRIVATE PROPERTY ON WHICH ACCESS WAS DENIED
 RV0125'IN 1978).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0820 ***********************************************************************
 SR0820  DESIGNATION -  G 132
 SR0820  PID         -  SR0820
 SR0820  STATE/COUNTY-  MT/FERGUS
 SR0820  USGS QUAD   -  DENTON (1979)
 SR0820
 SR0820                         *CURRENT SURVEY CONTROL
 SR0820  ___________________________________________________________________
 SR0820* NAD 83(1986)-  47 19 42.     (N)    109 58 55.     (W)     SCALED    
 SR0820* NAVD 88     -      1114.556  (meters)    3656.67   (feet)  ADJUSTED  
 SR0820  ___________________________________________________________________
 SR0820  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 SR0820  DYNAMIC HT  -        1114.469 (meters)    3656.39  (feet)  COMP
 SR0820  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 SR0820
 SR0820  VERT ORDER  -  SECOND    CLASS 0
 SR0820
 SR0820.The horizontal coordinates were scaled from a topographic map and have
 SR0820.an estimated accuracy of +/- 6 seconds.
 SR0820
 SR0820.The orthometric height was determined by differential leveling
 SR0820.and adjusted by the National Geodetic Survey in June 1991..
 SR0820
 SR0820.The geoid height was determined by GEOID03.
 SR0820
 SR0820.The dynamic height is computed by dividing the NAVD 88
 SR0820.geopotential number by the normal gravity value computed on the
 SR0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0820.degrees latitude (g = 980.6199 gals.).
 SR0820
 SR0820.The modeled gravity was interpolated from observed gravity values.
 SR0820
 SR0820;                    North         East    Units  Estimated Accuracy
 SR0820;SPC MT       -   342,170.      563,590.      MT  (+/- 180 meters Scaled)
 SR0820
 SR0820                          SUPERSEDED SURVEY CONTROL
 SR0820
 SR0820  NGVD 29 (??/??/92) 1113.700  (m)         3653.86   (f) ADJ UNCH    2 0
 SR0820
 SR0820.Superseded values are not recommended for survey control.
 SR0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0820.See file dsdata.txt to determine how the superseded data were derived.
 SR0820
 SR0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT769421(NAD 83)
 SR0820_MARKER: DB = BENCH MARK DISK
 SR0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0820_STAMPING: G 132 1934
 SR0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0820+STABILITY: SURFACE MOTION
 SR0820
 SR0820  HISTORY     - Date     Condition        Report By
 SR0820  HISTORY     - 1934     MONUMENTED       CGS
 SR0820  HISTORY     - 1961     MARK NOT FOUND   NGS
 SR0820
 SR0820                          STATION DESCRIPTION
 SR0820
 SR0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0820'1.6 MI NW FROM DENTON.
 SR0820'1.6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SR0820'RAILROAD FROM DENTON, FERGUS COUNTY, 4 FEET WEST OF MILEPOST 97, 45
 SR0820'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 10 FEET SOUTHWEST
 SR0820'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 132 1934 AND
 SR0820'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0175 ***********************************************************************
 RV0175  DESIGNATION -  G 133
 RV0175  PID         -  RV0175
 RV0175  STATE/COUNTY-  MT/FERGUS
 RV0175  USGS QUAD   -  FORESTGROVE (1970)
 RV0175
 RV0175                         *CURRENT SURVEY CONTROL
 RV0175  ___________________________________________________________________
 RV0175* NAD 83(1986)-  46 59 31.     (N)    109 06 27.     (W)     SCALED    
 RV0175* NAVD 88     -      1270.346  (meters)    4167.79   (feet)  ADJUSTED  
 RV0175  ___________________________________________________________________
 RV0175  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 RV0175  DYNAMIC HT  -        1270.190 (meters)    4167.28  (feet)  COMP
 RV0175  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 RV0175
 RV0175  VERT ORDER  -  SECOND    CLASS 0
 RV0175
 RV0175.The horizontal coordinates were scaled from a topographic map and have
 RV0175.an estimated accuracy of +/- 6 seconds.
 RV0175
 RV0175.The orthometric height was determined by differential leveling
 RV0175.and adjusted by the National Geodetic Survey in June 1991..
 RV0175
 RV0175.The geoid height was determined by GEOID03.
 RV0175
 RV0175.The dynamic height is computed by dividing the NAVD 88
 RV0175.geopotential number by the normal gravity value computed on the
 RV0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0175.degrees latitude (g = 980.6199 gals.).
 RV0175
 RV0175.The modeled gravity was interpolated from observed gravity values.
 RV0175
 RV0175;                    North         East    Units  Estimated Accuracy
 RV0175;SPC MT       -   304,760.      629,840.      MT  (+/- 180 meters Scaled)
 RV0175
 RV0175                          SUPERSEDED SURVEY CONTROL
 RV0175
 RV0175  NGVD 29 (??/??/92) 1269.492  (m)         4164.99   (f) ADJ UNCH    2 0
 RV0175
 RV0175.Superseded values are not recommended for survey control.
 RV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0175.See file dsdata.txt to determine how the superseded data were derived.
 RV0175
 RV0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT438060(NAD 83)
 RV0175_MARKER: DB = BENCH MARK DISK
 RV0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0175_STAMPING: G 133 1934
 RV0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0175+STABILITY: SURFACE MOTION
 RV0175
 RV0175  HISTORY     - Date     Condition        Report By
 RV0175  HISTORY     - 1934     MONUMENTED       CGS
 RV0175  HISTORY     - 1961     GOOD             NGS
 RV0175
 RV0175                          STATION DESCRIPTION
 RV0175
 RV0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0175'1.4 MI W FROM FOREST GROVE.
 RV0175'ABOUT 1.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0175'PACIFIC RAILROAD FROM THE STATION SIGN AT FOREST GROVE, IN SECTION 7,
 RV0175'T 14 N, R 21 E, 141 FEET WEST-NORTHWEST OF AND ACROSS THE TRACK FROM
 RV0175'MILEPOST 20, 41 FEET NORTHWEST OF THE NORTHWEST RAIL, 60 FEET
 RV0175'WEST-NORTHWEST OF THE CENTER OF A ROAD CROSSING, 42 FEET SOUTHWEST OF
 RV0175'THE CENTER OF A PASTURE GATE, 7 FEET SOUTHEAST OF A FENCE, 1.3 FEET
 RV0175'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 RV0175'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0089 ***********************************************************************
 SR0089  DESIGNATION -  G 134
 SR0089  PID         -  SR0089
 SR0089  STATE/COUNTY-  MT/FERGUS
 SR0089  USGS QUAD   -  ROY (1985)
 SR0089
 SR0089                         *CURRENT SURVEY CONTROL
 SR0089  ___________________________________________________________________
 SR0089* NAD 83(1986)-  47 22 05.     (N)    108 53 09.     (W)     SCALED    
 SR0089* NAVD 88     -      1042.398  (meters)    3419.93   (feet)  ADJUSTED  
 SR0089  ___________________________________________________________________
 SR0089  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 SR0089  DYNAMIC HT  -        1042.357 (meters)    3419.80  (feet)  COMP
 SR0089  MODELED GRAV-     980,536.4   (mgal)                       NAVD 88
 SR0089
 SR0089  VERT ORDER  -  SECOND    CLASS 0
 SR0089
 SR0089.The horizontal coordinates were scaled from a topographic map and have
 SR0089.an estimated accuracy of +/- 6 seconds.
 SR0089
 SR0089.The orthometric height was determined by differential leveling
 SR0089.and adjusted by the National Geodetic Survey in June 1991..
 SR0089
 SR0089.The geoid height was determined by GEOID03.
 SR0089
 SR0089.The dynamic height is computed by dividing the NAVD 88
 SR0089.geopotential number by the normal gravity value computed on the
 SR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0089.degrees latitude (g = 980.6199 gals.).
 SR0089
 SR0089.The modeled gravity was interpolated from observed gravity values.
 SR0089
 SR0089;                    North         East    Units  Estimated Accuracy
 SR0089;SPC MT       -   346,650.      646,360.      MT  (+/- 180 meters Scaled)
 SR0089
 SR0089                          SUPERSEDED SURVEY CONTROL
 SR0089
 SR0089  NGVD 29 (??/??/92) 1041.611  (m)         3417.35   (f) ADJ UNCH    2 0
 SR0089
 SR0089.Superseded values are not recommended for survey control.
 SR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0089.See file dsdata.txt to determine how the superseded data were derived.
 SR0089
 SR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT596482(NAD 83)
 SR0089_MARKER: DB = BENCH MARK DISK
 SR0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0089_STAMPING: G 134 1934
 SR0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0089+STABILITY: SURFACE MOTION
 SR0089
 SR0089  HISTORY     - Date     Condition        Report By
 SR0089  HISTORY     - 1934     MONUMENTED       CGS
 SR0089  HISTORY     - 1951     MARK NOT FOUND   NGS
 SR0089  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0089
 SR0089                          STATION DESCRIPTION
 SR0089
 SR0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 SR0089'5.2 MI E FROM ROY.
 SR0089'5.2 MILES EAST ALONG THE ROAD LEADING TO WILDER FROM ROY, ABOUT 750
 SR0089'FEET NORTHEAST OF A FENCE CORNER AND 27 FEET SOUTHEAST OF THE
 SR0089'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 134 1934 AND SET
 SR0089'IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD MAY HAVE BEEN RELOCATED.
 SR0089
 SR0089                          STATION RECOVERY (1979)
 SR0089
 SR0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0241 ***********************************************************************
 SR0241  DESIGNATION -  G 135
 SR0241  PID         -  SR0241
 SR0241  STATE/COUNTY-  MT/PHILLIPS
 SR0241  USGS QUAD   -  HAYS SE (1971)
 SR0241
 SR0241                         *CURRENT SURVEY CONTROL
 SR0241  ___________________________________________________________________
 SR0241* NAD 83(1986)-  47 50 40.     (N)    108 34 23.     (W)     SCALED    
 SR0241* NAVD 88     -      1026.193  (meters)    3366.77   (feet)  ADJUSTED  
 SR0241  ___________________________________________________________________
 SR0241  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 SR0241  DYNAMIC HT  -        1026.198 (meters)    3366.78  (feet)  COMP
 SR0241  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 SR0241
 SR0241  VERT ORDER  -  SECOND    CLASS 0
 SR0241
 SR0241.The horizontal coordinates were scaled from a topographic map and have
 SR0241.an estimated accuracy of +/- 6 seconds.
 SR0241
 SR0241.The orthometric height was determined by differential leveling
 SR0241.and adjusted by the National Geodetic Survey in June 1991..
 SR0241
 SR0241.The geoid height was determined by GEOID03.
 SR0241
 SR0241.The dynamic height is computed by dividing the NAVD 88
 SR0241.geopotential number by the normal gravity value computed on the
 SR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0241.degrees latitude (g = 980.6199 gals.).
 SR0241
 SR0241.The modeled gravity was interpolated from observed gravity values.
 SR0241
 SR0241;                    North         East    Units  Estimated Accuracy
 SR0241;SPC MT       -   399,820.      669,350.      MT  (+/- 180 meters Scaled)
 SR0241
 SR0241                          SUPERSEDED SURVEY CONTROL
 SR0241
 SR0241  NGVD 29 (??/??/92) 1025.391  (m)         3364.14   (f) ADJ UNCH    2 0
 SR0241
 SR0241.Superseded values are not recommended for survey control.
 SR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0241.See file dsdata.txt to determine how the superseded data were derived.
 SR0241
 SR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU815018(NAD 83)
 SR0241_MARKER: DB = BENCH MARK DISK
 SR0241_SETTING: 66 = SET IN ROCK OUTCROP
 SR0241_SP_SET: ROCK OUTCROP
 SR0241_STAMPING: G 135 1934
 SR0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0241+STABILITY: POSITION/ELEVATION WELL
 SR0241
 SR0241  HISTORY     - Date     Condition        Report By
 SR0241  HISTORY     - 1934     MONUMENTED       CGS
 SR0241
 SR0241                          STATION DESCRIPTION
 SR0241
 SR0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0241'5.8 MI SE FROM LANDUSKY.
 SR0241'5.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO ZORTMAN FROM LANDUSKY,
 SR0241'0.2 MILE WEST OF THE JUNCTION WITH THE DY TRAIL, 96 FEET NORTHEAST OF
 SR0241'THE CENTERLINE OF THE ROAD, IN A CIRCLE OF ROCKS, AND IN THE TOP OF A
 SR0241'ROCK OUTCROP.  A STANDARD DISK, STAMPED G 135 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0167 ***********************************************************************
 RW0167  DESIGNATION -  G 136
 RW0167  PID         -  RW0167
 RW0167  STATE/COUNTY-  MT/MEAGHER
 RW0167  USGS QUAD   -  LINGSHIRE (1966)
 RW0167
 RW0167                         *CURRENT SURVEY CONTROL
 RW0167  ___________________________________________________________________
 RW0167* NAD 83(1986)-  46 49 18.     (N)    111 24 15.     (W)     SCALED    
 RW0167* NAVD 88     -      1548.771  (meters)    5081.26   (feet)  ADJUSTED  
 RW0167  ___________________________________________________________________
 RW0167  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 RW0167  DYNAMIC HT  -        1548.449 (meters)    5080.20  (feet)  COMP
 RW0167  MODELED GRAV-     980,350.4   (mgal)                       NAVD 88
 RW0167
 RW0167  VERT ORDER  -  SECOND    CLASS 0
 RW0167
 RW0167.The horizontal coordinates were scaled from a topographic map and have
 RW0167.an estimated accuracy of +/- 6 seconds.
 RW0167
 RW0167.The orthometric height was determined by differential leveling
 RW0167.and adjusted by the National Geodetic Survey in June 1991..
 RW0167
 RW0167.The geoid height was determined by GEOID03.
 RW0167
 RW0167.The dynamic height is computed by dividing the NAVD 88
 RW0167.geopotential number by the normal gravity value computed on the
 RW0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0167.degrees latitude (g = 980.6199 gals.).
 RW0167
 RW0167.The modeled gravity was interpolated from observed gravity values.
 RW0167
 RW0167;                    North         East    Units  Estimated Accuracy
 RW0167;SPC MT       -   287,530.      454,800.      MT  (+/- 180 meters Scaled)
 RW0167
 RW0167                          SUPERSEDED SURVEY CONTROL
 RW0167
 RW0167  NGVD 29 (??/??/92) 1547.759  (m)         5077.94   (f) ADJ UNCH    2 0
 RW0167
 RW0167.Superseded values are not recommended for survey control.
 RW0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0167.See file dsdata.txt to determine how the superseded data were derived.
 RW0167
 RW0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS691854(NAD 83)
 RW0167_MARKER: DB = BENCH MARK DISK
 RW0167_SETTING: 66 = SET IN ROCK OUTCROP
 RW0167_SP_SET: ROCK OUTCROP
 RW0167_STAMPING: G 136 1934
 RW0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0167+STABILITY: POSITION/ELEVATION WELL
 RW0167
 RW0167  HISTORY     - Date     Condition        Report By
 RW0167  HISTORY     - 1934     MONUMENTED       CGS
 RW0167
 RW0167                          STATION DESCRIPTION
 RW0167
 RW0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0167'1.6 MI S FROM LINGSHIRE.
 RW0167'1.6 MILES SOUTH ALONG THE FORT LOGAN ROAD FROM LINGSHIRE, MEAGHER
 RW0167'COUNTY, NEAR A BLUFF COVERED WITH A ROCK OUTCROP, 72 YARDS NORTHEAST
 RW0167'OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A
 RW0167'STANDARD DISK, STAMPED G 136 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0053 ***********************************************************************
 PZ0053  DESIGNATION -  G 138
 PZ0053  PID         -  PZ0053
 PZ0053  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0053  USGS QUAD   -  BIG TABLE MOUNTAIN (1968)
 PZ0053
 PZ0053                         *CURRENT SURVEY CONTROL
 PZ0053  ___________________________________________________________________
 PZ0053* NAD 83(1986)-  44 35 12.     (N)    112 02 06.     (W)     SCALED    
 PZ0053* NAVD 88     -      2039.297  (meters)    6690.59   (feet)  ADJUSTED  
 PZ0053  ___________________________________________________________________
 PZ0053  GEOID HEIGHT-          -9.53  (meters)                     GEOID03
 PZ0053  DYNAMIC HT  -        2038.143 (meters)    6686.81  (feet)  COMP
 PZ0053  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 PZ0053
 PZ0053  VERT ORDER  -  FIRST     CLASS II
 PZ0053
 PZ0053.The horizontal coordinates were scaled from a topographic map and have
 PZ0053.an estimated accuracy of +/- 6 seconds.
 PZ0053
 PZ0053.The orthometric height was determined by differential leveling
 PZ0053.and adjusted by the National Geodetic Survey in June 1991..
 PZ0053
 PZ0053.The geoid height was determined by GEOID03.
 PZ0053
 PZ0053.The dynamic height is computed by dividing the NAVD 88
 PZ0053.geopotential number by the normal gravity value computed on the
 PZ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0053.degrees latitude (g = 980.6199 gals.).
 PZ0053
 PZ0053.The modeled gravity was interpolated from observed gravity values.
 PZ0053
 PZ0053;                    North         East    Units  Estimated Accuracy
 PZ0053;SPC MT       -    40,680.      398,670.      MT  (+/- 180 meters Scaled)
 PZ0053
 PZ0053                          SUPERSEDED SURVEY CONTROL
 PZ0053
 PZ0053  NGVD 29 (??/??/92) 2037.943  (m)         6686.15   (f) ADJ UNCH    1 2
 PZ0053
 PZ0053.Superseded values are not recommended for survey control.
 PZ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0053.See file dsdata.txt to determine how the superseded data were derived.
 PZ0053
 PZ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ178375(NAD 83)
 PZ0053_MARKER: DB = BENCH MARK DISK
 PZ0053_SETTING: 80 = SET IN A BOULDER
 PZ0053_SP_SET: BOULDER
 PZ0053_STAMPING: G 138 1934
 PZ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0053+STABILITY: SURFACE MOTION
 PZ0053
 PZ0053  HISTORY     - Date     Condition        Report By
 PZ0053  HISTORY     - 1934     MONUMENTED       CGS
 PZ0053  HISTORY     - 1964     GOOD             NGS
 PZ0053
 PZ0053                          STATION DESCRIPTION
 PZ0053
 PZ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0053'12.4 MI NW FROM LAKEVIEW.
 PZ0053'12.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE REFUGE
 PZ0053'HEADQUARTERS AT LAKEVIEW, IN THE NORTH EDGE OF A PASTURE, 52 FEET
 PZ0053'SOUTHEAST OF THE SOUTH END OF A 12-INCH PIPE CULVERT, 54 FEET SOUTH OF
 PZ0053'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A BOULDER WHICH IS
 PZ0053'ABOUT 2 FEET SQUARE AND 1 FOOT HIGH AND WHICH SLOPES UPWARD TO A SHARP
 PZ0053'POINT ON THE EAST SIDE, 7.5 FEET SOUTH OF A METAL WITNESS POST IN A
 PZ0053'FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0335 ***********************************************************************
 QX0335  DESIGNATION -  G 139
 QX0335  PID         -  QX0335
 QX0335  STATE/COUNTY-  MT/MADISON
 QX0335  USGS QUAD   -  CAMERON (1988)
 QX0335
 QX0335                         *CURRENT SURVEY CONTROL
 QX0335  ___________________________________________________________________
 QX0335* NAD 83(1986)-  45 11 11.     (N)    111 40 44.     (W)     SCALED    
 QX0335* NAVD 88     -      1651.234  (meters)    5417.42   (feet)  ADJUSTED  
 QX0335  ___________________________________________________________________
 QX0335  GEOID HEIGHT-          -9.92  (meters)                     GEOID03
 QX0335  DYNAMIC HT  -        1650.474 (meters)    5414.93  (feet)  COMP
 QX0335  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 QX0335
 QX0335  VERT ORDER  -  FIRST     CLASS II
 QX0335
 QX0335.The horizontal coordinates were scaled from a topographic map and have
 QX0335.an estimated accuracy of +/- 6 seconds.
 QX0335
 QX0335.The orthometric height was determined by differential leveling
 QX0335.and adjusted by the National Geodetic Survey in June 1991..
 QX0335
 QX0335.The geoid height was determined by GEOID03.
 QX0335
 QX0335.The dynamic height is computed by dividing the NAVD 88
 QX0335.geopotential number by the normal gravity value computed on the
 QX0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0335.degrees latitude (g = 980.6199 gals.).
 QX0335
 QX0335.The modeled gravity was interpolated from observed gravity values.
 QX0335
 QX0335;                    North         East    Units  Estimated Accuracy
 QX0335;SPC MT       -   106,460.      428,800.      MT  (+/- 180 meters Scaled)
 QX0335
 QX0335                          SUPERSEDED SURVEY CONTROL
 QX0335
 QX0335  NGVD 29 (08/20/92) 1650.026  (m)         5413.46   (f) ADJUSTED    1 2
 QX0335
 QX0335.Superseded values are not recommended for survey control.
 QX0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0335.See file dsdata.txt to determine how the superseded data were derived.
 QX0335
 QX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR466038(NAD 83)
 QX0335_MARKER: DB = BENCH MARK DISK
 QX0335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0335_SP_SET: HEADWALL
 QX0335_STAMPING: G 139 1934
 QX0335_MARK LOGO: CGS   
 QX0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0335+STABILITY: SURFACE MOTION
 QX0335
 QX0335  HISTORY     - Date     Condition        Report By
 QX0335  HISTORY     - 1934     MONUMENTED       CGS
 QX0335  HISTORY     - 1959     GOOD             NGS
 QX0335  HISTORY     - 1987     GOOD             NGS
 QX0335
 QX0335                          STATION DESCRIPTION
 QX0335
 QX0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QX0335'1.2 MI S FROM CAMERON.
 QX0335'1.2 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND STORE
 QX0335'AT CAMERON, IN THE NORTHWEST 1/4 OF SECTION 36, T 7 S, R 1 W, 20 FEET
 QX0335'EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF
 QX0335'THE EAST CONCRETE HEAD WALL OF A CONCRETE CULVERT OVER AN IRRIGATION
 QX0335'DITCH, AND ABOUT LEVEL WITH THE HIGHWAY.
 QX0335
 QX0335                          STATION RECOVERY (1987)
 QX0335
 QX0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0016 ***********************************************************************
 RY0016  DESIGNATION -  G 14
 RY0016  PID         -  RY0016
 RY0016  STATE/COUNTY-  MT/MISSOULA
 RY0016  USGS QUAD   -  NORTHWEST MISSOULA (1978)
 RY0016
 RY0016                         *CURRENT SURVEY CONTROL
 RY0016  ___________________________________________________________________
 RY0016* NAD 83(1986)-  46 55 46.     (N)    114 05 49.     (W)     SCALED    
 RY0016* NAVD 88     -       980.533  (meters)    3216.97   (feet)  ADJUSTED  
 RY0016  ___________________________________________________________________
 RY0016  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 RY0016  DYNAMIC HT  -         980.384 (meters)    3216.48  (feet)  COMP
 RY0016  MODELED GRAV-     980,429.0   (mgal)                       NAVD 88
 RY0016
 RY0016  VERT ORDER  -  FIRST     CLASS II
 RY0016
 RY0016.The horizontal coordinates were scaled from a topographic map and have
 RY0016.an estimated accuracy of +/- 6 seconds.
 RY0016
 RY0016.The orthometric height was determined by differential leveling
 RY0016.and adjusted by the National Geodetic Survey in June 1991..
 RY0016
 RY0016.The geoid height was determined by GEOID03.
 RY0016
 RY0016.The dynamic height is computed by dividing the NAVD 88
 RY0016.geopotential number by the normal gravity value computed on the
 RY0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0016.degrees latitude (g = 980.6199 gals.).
 RY0016
 RY0016.The modeled gravity was interpolated from observed gravity values.
 RY0016
 RY0016;                    North         East    Units  Estimated Accuracy
 RY0016;SPC MT       -   308,000.      250,330.      MT  (+/- 180 meters Scaled)
 RY0016
 RY0016                          SUPERSEDED SURVEY CONTROL
 RY0016
 RY0016  NGVD 29 (??/??/92)  979.449  (m)         3213.41   (f) ADJ UNCH    1 2
 RY0016
 RY0016.Superseded values are not recommended for survey control.
 RY0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0016.See file dsdata.txt to determine how the superseded data were derived.
 RY0016
 RY0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN209014(NAD 83)
 RY0016_MARKER: DB = BENCH MARK DISK
 RY0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0016_SP_SET: BUILDING
 RY0016_STAMPING: 3213.511 G 14 1914
 RY0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0016
 RY0016  HISTORY     - Date     Condition        Report By
 RY0016  HISTORY     - 1914     MONUMENTED       CGS
 RY0016  HISTORY     - 1968     GOOD             NGS
 RY0016  HISTORY     - 1979     POOR             NGS
 RY0016
 RY0016                          STATION DESCRIPTION
 RY0016
 RY0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 RY0016'0.5 MI E FROM DE SMET.
 RY0016'0.5 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0016'DE SMET, MISSOULA COUNTY, 85 YARDS SOUTH OF THE TRACK, 105 FEET SOUTH
 RY0016'OF THE CENTERLINE OF U.S. HIGHWAY 10, AT THE DE SMET PUBLIC SCHOOL, IN
 RY0016'THE EAST BRICK WALL, 1.4 FEET SOUTH OF THE NORTHEAST CORNER, AND ABOUT
 RY0016'4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 3213.511 G 14 1914
 RY0016'AND SET VERTICALLY.  NOTE-- THE DISK IS A LITTLE LOOSE IN ITS SETTING.
 RY0016
 RY0016                          STATION RECOVERY (1968)
 RY0016
 RY0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RY0016'RECOVERED IN GOOD CONDITION.
 RY0016
 RY0016                          STATION RECOVERY (1979)
 RY0016
 RY0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RY0016'6.6 MILES NORTHWEST ALONG U. S. HIGHWAY 93 (WEST BROADWAY) FROM THE
 RY0016'FEDERAL BUILDING IN MISSOULA, SET 1.4 FEET SOUTH OF THE NORTHEAST
 RY0016'CORNER OF THE OLD SCHOOL HOUSE AND 4 FEET ABOVE GROUND LEVEL, 105
 RY0016'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THIS MARK IS
 RY0016'LOOSE AND WILL BE DESTROYED IN THE NEAR FUTURE BY THE FOREST SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0017 ***********************************************************************
 RY0017  DESIGNATION -  G 14 RESET
 RY0017  PID         -  RY0017
 RY0017  STATE/COUNTY-  MT/MISSOULA
 RY0017  USGS QUAD   -  NORTHWEST MISSOULA (1978)
 RY0017
 RY0017                         *CURRENT SURVEY CONTROL
 RY0017  ___________________________________________________________________
 RY0017* NAD 83(1986)-  46 55 47.     (N)    114 05 53.     (W)     SCALED    
 RY0017* NAVD 88     -       980.126  (meters)    3215.63   (feet)  ADJUSTED  
 RY0017  ___________________________________________________________________
 RY0017  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 RY0017  DYNAMIC HT  -         979.977 (meters)    3215.14  (feet)  COMP
 RY0017  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 RY0017
 RY0017  VERT ORDER  -  FIRST     CLASS II
 RY0017
 RY0017.The horizontal coordinates were scaled from a topographic map and have
 RY0017.an estimated accuracy of +/- 6 seconds.
 RY0017
 RY0017.The orthometric height was determined by differential leveling
 RY0017.and adjusted by the National Geodetic Survey in June 1991..
 RY0017
 RY0017.The geoid height was determined by GEOID03.
 RY0017
 RY0017.The dynamic height is computed by dividing the NAVD 88
 RY0017.geopotential number by the normal gravity value computed on the
 RY0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0017.degrees latitude (g = 980.6199 gals.).
 RY0017
 RY0017.The modeled gravity was interpolated from observed gravity values.
 RY0017
 RY0017;                    North         East    Units  Estimated Accuracy
 RY0017;SPC MT       -   308,040.      250,250.      MT  (+/- 180 meters Scaled)
 RY0017
 RY0017                          SUPERSEDED SURVEY CONTROL
 RY0017
 RY0017.No superseded survey control is available for this station.
 RY0017
 RY0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN209014(NAD 83)
 RY0017_MARKER: DB = BENCH MARK DISK
 RY0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0017_STAMPING: G 14 RESET 1967
 RY0017_MARK LOGO: CGS   
 RY0017_PROJECTION: FLUSH
 RY0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 RY0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0017+STABILITY: SURFACE MOTION
 RY0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0017+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 RY0017
 RY0017  HISTORY     - Date     Condition        Report By
 RY0017  HISTORY     - 1967     MONUMENTED       CGS
 RY0017  HISTORY     - 1979     GOOD             NGS
 RY0017  HISTORY     - 19980318 GOOD             MTDOT
 RY0017  HISTORY     - 20060912 GOOD             GEOCAC
 RY0017
 RY0017                          STATION DESCRIPTION
 RY0017
 RY0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 RY0017'5.5 MI NW FROM MISSOULA.
 RY0017'THE MARK IS 63 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS 10
 RY0017'AND 93, 1 FOOT NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 1 FOOT
 RY0017'NORTHEAST OF A METAL WITNESS POST, AND 2 FEET NORTHEAST OF A
 RY0017'RIGHT-OF-WAY CORNER FENCE POST.  THIS CORNER FENCE POST IS LOCATED AT
 RY0017'A POINT WHERE THE HIGHWAY RIGHT-OF-WAY JOGS 15 FEET TO THE SOUTHWEST,
 RY0017'MAKING THE RIGHT-OF-WAY 15 FEET WIDER NORTHWEST OF THE MARK.  THE
 RY0017'FOREST SERVICE PLANS TO BUILD AN EQUIPMENT DEVELOPMENT CENTER ON THE
 RY0017'SOUTHWEST SIDE OF THE HIGHWAY IN THE VICINITY OF THE MARK.  THE MARK
 RY0017'IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 10 AND 93 AND STATE
 RY0017'HIGHWAY 390 AT THE WESTERN EDGE OF MISSOULA BY GOING NORTHWEST ON
 RY0017'HIGHWAYS 10 AND 93 FOR 4.35 MILES TO THE ENTRANCE TO MISSOULA COUNTY
 RY0017'AIRPORT ON THE LEFT.  CONTINUE NORTHWEST FOR 0.7 MILE TO THE ENTRANCE
 RY0017'TO NORTHERN FOREST FIRE LABORATORY ON THE LEFT, CONTINUE NORTHWEST 0.3
 RY0017'MILE TO THE MARK ON THE LEFT.
 RY0017
 RY0017                          STATION RECOVERY (1979)
 RY0017
 RY0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RY0017'6.6 MILES NORTHWEST ALONG U. S. HIGHWAY 93 (WEST BROADWAY) FROM THE
 RY0017'FEDERAL BUILDING IN MISSOULA, 0.45 MILE NORTHWEST OF THE MAIN
 RY0017'ENTRANCE TO THE U. S. FOREST SERVICE SMOKE JUMPER CENTER, AT THE OLD
 RY0017'SCHOOL BUILDING WHICH IS OFFSET 15 FEET FROM TRUE RIGHT-OF-WAY, 152
 RY0017'FEET NORTHWEST OF BENCH MARK G 14 1914, 63 FEET SOUTHWEST OF THE
 RY0017'CENTERLINE OF THE HIGHWAY, 69 FEET NORTHEAST OF AN END POWER POLE
 RY0017'NO. N48R5R56R6 WITH 1 GUY WIRE, 39.5 FEET SOUTHEAST OF A HIGHWAY
 RY0017'SURVEY STATION POST NO. 320+00, 15 FEET NORTHEAST OF THE TRUE
 RY0017'RIGHT-OF-WAY FENCE AND 2 FEET NORTHEAST OF A FENCE CORNER POST.
 RY0017'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 RY0017'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RY0017
 RY0017                          STATION RECOVERY (1998)
 RY0017
 RY0017'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1998 (GLT)
 RY0017'RECOVERED IN GOOD CONDITION. NOTE--NE CORNER OF CONCRETE POST HAS BEEN
 RY0017'CHIPPED OFF, BUT OTHERWISE APPEARS TO BE UNDISTURBED.
 RY0017
 RY0017                          STATION RECOVERY (2006)
 RY0017
 RY0017'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RY0017'HANDHELD COORDINATES ARE N46-55-47.40 W114-05-51.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0324 ***********************************************************************
 SS0324  DESIGNATION -  G 140
 SS0324  PID         -  SS0324
 SS0324  STATE/COUNTY-  MT/CASCADE
 SS0324  USGS QUAD   -  THUNDER MOUNTAIN (1995)
 SS0324
 SS0324                         *CURRENT SURVEY CONTROL
 SS0324  ___________________________________________________________________
 SS0324* NAD 83(1986)-  47 07 25.     (N)    110 56 17.     (W)     SCALED    
 SS0324* NAVD 88     -      1300.845  (meters)    4267.86   (feet)  POSTED    
 SS0324  ___________________________________________________________________
 SS0324  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 SS0324  DYNAMIC HT  -        1300.530 (meters)    4266.82  (feet)  COMP
 SS0324  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 SS0324
 SS0324  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SS0324
 SS0324.The horizontal coordinates were scaled from a topographic map and have
 SS0324.an estimated accuracy of +/- 6 seconds.
 SS0324
 SS0324.The orthometric height was determined by differential leveling
 SS0324.and adjusted by the National Geodetic Survey in 1992..
 SS0324.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SS0324.rate of 2.1 thru 3.0 mm/km.
 SS0324
 SS0324.The geoid height was determined by GEOID03.
 SS0324
 SS0324.The dynamic height is computed by dividing the NAVD 88
 SS0324.geopotential number by the normal gravity value computed on the
 SS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0324.degrees latitude (g = 980.6199 gals.).
 SS0324
 SS0324.The modeled gravity was interpolated from observed gravity values.
 SS0324
 SS0324;                    North         East    Units  Estimated Accuracy
 SS0324;SPC MT       -   320,310.      490,950.      MT  (+/- 180 meters Scaled)
 SS0324
 SS0324                          SUPERSEDED SURVEY CONTROL
 SS0324
 SS0324  NGVD 29 (??/??/92) 1299.767  (m)         4264.32   (f) ADJ UNCH    2 0
 SS0324
 SS0324.Superseded values are not recommended for survey control.
 SS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0324.See file dsdata.txt to determine how the superseded data were derived.
 SS0324
 SS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT046189(NAD 83)
 SS0324_MARKER: DB = BENCH MARK DISK
 SS0324_SETTING: 80 = SET IN A BOULDER
 SS0324_SP_SET: BOULDER
 SS0324_STAMPING: G 140 1934
 SS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0324+STABILITY: SURFACE MOTION
 SS0324
 SS0324  HISTORY     - Date     Condition        Report By
 SS0324  HISTORY     - 1934     MONUMENTED       CGS
 SS0324  HISTORY     - 1967     GOOD             USGS
 SS0324
 SS0324                          STATION DESCRIPTION
 SS0324
 SS0324'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SS0324'12.7 MI NW FROM MONARCH.
 SS0324'ABOUT 3.4 MI. N. ON U.S. HWY 89 FROM SCHOOL AT MONARCH.  THENCE WEST
 SS0324'ALONG DIRT ROAD FOR 8.2 MI. TO BRIDGE OVER BELT CREEK.  THENCE S.
 SS0324'ALONG OLD RAILROAD GRADE ON WEST SIDE OF BELT CREEK FOR 1.1 MI.  900
 SS0324'FT. NW OF END OF OLD RAILROAD BRIDGE OVER BELT CREEK.  8 FT. S. OF OLD
 SS0324'RAILROAD GRADE IN TOP OF A BOULDER ABOUT 2 X 3 FT. AND ABOUT 2 FT.
 SS0324'ABOVE THE CENTER OF OLD RAILROAD GRADE.  A STANDARD DISK STAMPED G
 SS0324'140 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0577 ***********************************************************************
 RX0577  DESIGNATION -  G 141
 RX0577  PID         -  RX0577
 RX0577  STATE/COUNTY-  MT/GRANITE
 RX0577  USGS QUAD   -  HALL (1989)
 RX0577
 RX0577                         *CURRENT SURVEY CONTROL
 RX0577  ___________________________________________________________________
 RX0577* NAD 83(1986)-  46 33 48.     (N)    113 12 40.     (W)     SCALED    
 RX0577* NAVD 88     -      1301.522  (meters)    4270.08   (feet)  ADJUSTED  
 RX0577  ___________________________________________________________________
 RX0577  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 RX0577  DYNAMIC HT  -        1301.206 (meters)    4269.04  (feet)  COMP
 RX0577  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 RX0577
 RX0577  VERT ORDER  -  SECOND    CLASS 0
 RX0577
 RX0577.The horizontal coordinates were scaled from a topographic map and have
 RX0577.an estimated accuracy of +/- 6 seconds.
 RX0577
 RX0577.The orthometric height was determined by differential leveling
 RX0577.and adjusted by the National Geodetic Survey in June 1991..
 RX0577
 RX0577.The geoid height was determined by GEOID03.
 RX0577
 RX0577.The dynamic height is computed by dividing the NAVD 88
 RX0577.geopotential number by the normal gravity value computed on the
 RX0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0577.degrees latitude (g = 980.6199 gals.).
 RX0577
 RX0577.The modeled gravity was interpolated from observed gravity values.
 RX0577
 RX0577;                    North         East    Units  Estimated Accuracy
 RX0577;SPC MT       -   263,800.      315,730.      MT  (+/- 180 meters Scaled)
 RX0577
 RX0577                          SUPERSEDED SURVEY CONTROL
 RX0577
 RX0577  NGVD 29 (??/??/92) 1300.415  (m)         4266.44   (f) ADJ UNCH    2 0
 RX0577
 RX0577.Superseded values are not recommended for survey control.
 RX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0577.See file dsdata.txt to determine how the superseded data were derived.
 RX0577
 RX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS305590(NAD 83)
 RX0577_MARKER: DB = BENCH MARK DISK
 RX0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0577_STAMPING: G 141 1934
 RX0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0577+STABILITY: SURFACE MOTION
 RX0577
 RX0577  HISTORY     - Date     Condition        Report By
 RX0577  HISTORY     - 1934     MONUMENTED       CGS
 RX0577  HISTORY     - 1958     GOOD             USGS
 RX0577  HISTORY     - 19851107 MARK NOT FOUND   USGS
 RX0577
 RX0577                          STATION DESCRIPTION
 RX0577
 RX0577'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX0577'4.1 MI N FROM STONE.
 RX0577'4.1 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM STONE, GRANITE
 RX0577'COUNTY, 3-1/4 POLES NORTH OF MILEPOST 8, 90 FEET NORTH OF A ROAD
 RX0577'LEADING TO A RANCH, 40 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 10
 RX0577'A, AND 36 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED G 141 1934
 RX0577'AND SET IN THE TOP OF A CONCRETE POST.
 RX0577
 RX0577                          STATION RECOVERY (1985)
 RX0577
 RX0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JEP)
 RX0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0185 ***********************************************************************
 QY0185  DESIGNATION -  G 142
 QY0185  PID         -  QY0185
 QY0185  STATE/COUNTY-  MT/BEAVERHEAD
 QY0185  USGS QUAD   -  GLEN SE (1979)
 QY0185
 QY0185                         *CURRENT SURVEY CONTROL
 QY0185  ___________________________________________________________________
 QY0185* NAD 83(1986)-  45 18 27.     (N)    112 32 22.     (W)     SCALED    
 QY0185* NAVD 88     -      1513.683  (meters)    4966.14   (feet)  ADJUSTED  
 QY0185  ___________________________________________________________________
 QY0185  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 QY0185  DYNAMIC HT  -        1513.088 (meters)    4964.19  (feet)  COMP
 QY0185  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 QY0185
 QY0185  VERT ORDER  -  SECOND    CLASS 0
 QY0185
 QY0185.The horizontal coordinates were scaled from a topographic map and have
 QY0185.an estimated accuracy of +/- 6 seconds.
 QY0185
 QY0185.The orthometric height was determined by differential leveling
 QY0185.and adjusted by the National Geodetic Survey in June 1991..
 QY0185
 QY0185.The geoid height was determined by GEOID03.
 QY0185
 QY0185.The dynamic height is computed by dividing the NAVD 88
 QY0185.geopotential number by the normal gravity value computed on the
 QY0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0185.degrees latitude (g = 980.6199 gals.).
 QY0185
 QY0185.The modeled gravity was interpolated from observed gravity values.
 QY0185
 QY0185;                    North         East    Units  Estimated Accuracy
 QY0185;SPC MT       -   122,160.      361,740.      MT  (+/- 180 meters Scaled)
 QY0185
 QY0185                          SUPERSEDED SURVEY CONTROL
 QY0185
 QY0185  NGVD 29 (??/??/92) 1512.551  (m)         4962.43   (f) ADJ UNCH    2 0
 QY0185
 QY0185.Superseded values are not recommended for survey control.
 QY0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0185.See file dsdata.txt to determine how the superseded data were derived.
 QY0185
 QY0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR793182(NAD 83)
 QY0185_MARKER: DB = BENCH MARK DISK
 QY0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0185_STAMPING: G 142 1934
 QY0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0185+STABILITY: SURFACE MOTION
 QY0185
 QY0185  HISTORY     - Date     Condition        Report By
 QY0185  HISTORY     - 1934     MONUMENTED       CGS
 QY0185  HISTORY     - 1961     MARK NOT FOUND   USGS
 QY0185
 QY0185                          STATION DESCRIPTION
 QY0185
 QY0185'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QY0185'8.6 MI NE FROM DILLON.
 QY0185'8.6 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM DILLON, 0.25 MILE
 QY0185'NORTHEAST OF A SCHOOLHOUSE (DISTRICT 29) WEST OF THE HIGHWAY, 39 FEET
 QY0185'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET EAST OF THE
 QY0185'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 142 1934 AND SET IN
 QY0185'THE TOP OF A CONCRETE POST.  NOTE-- OLD HIGHWAY IS NOW CLEAR BUT A
 QY0185'CANAL IS NOW ALONG THE EDGE OF THE OLD HIGHWAY AND THE DISTANCE OF 39
 QY0185'FEET WEST IS IN THE CENTER OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0073 ***********************************************************************
 QY0073  DESIGNATION -  G 143
 QY0073  PID         -  QY0073
 QY0073  STATE/COUNTY-  MT/JEFFERSON
 QY0073  USGS QUAD   -  WHITEHALL (1996)
 QY0073
 QY0073                         *CURRENT SURVEY CONTROL
 QY0073  ___________________________________________________________________
 QY0073* NAD 83(1986)-  45 50 37.     (N)    112 06 44.     (W)     SCALED    
 QY0073* NAVD 88     -      1327.787  (meters)    4356.25   (feet)  ADJUSTED  
 QY0073  ___________________________________________________________________
 QY0073  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 QY0073  DYNAMIC HT  -        1327.355 (meters)    4354.83  (feet)  COMP
 QY0073  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 QY0073
 QY0073  VERT ORDER  -  SECOND    CLASS 0
 QY0073
 QY0073.The horizontal coordinates were scaled from a topographic map and have
 QY0073.an estimated accuracy of +/- 6 seconds.
 QY0073
 QY0073.The orthometric height was determined by differential leveling
 QY0073.and adjusted by the National Geodetic Survey in June 1991..
 QY0073
 QY0073.The geoid height was determined by GEOID03.
 QY0073
 QY0073.The dynamic height is computed by dividing the NAVD 88
 QY0073.geopotential number by the normal gravity value computed on the
 QY0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0073.degrees latitude (g = 980.6199 gals.).
 QY0073
 QY0073.The modeled gravity was interpolated from observed gravity values.
 QY0073
 QY0073;                    North         East    Units  Estimated Accuracy
 QY0073;SPC MT       -   180,490.      397,200.      MT  (+/- 180 meters Scaled)
 QY0073
 QY0073                          SUPERSEDED SURVEY CONTROL
 QY0073
 QY0073  NGVD 29 (??/??/92) 1326.670  (m)         4352.58   (f) ADJ UNCH    2 0
 QY0073
 QY0073.Superseded values are not recommended for survey control.
 QY0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0073.See file dsdata.txt to determine how the superseded data were derived.
 QY0073
 QY0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR136772(NAD 83)
 QY0073_MARKER: DB = BENCH MARK DISK
 QY0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0073_SP_SET: BUILDING
 QY0073_STAMPING: G 143 1934
 QY0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0073
 QY0073  HISTORY     - Date     Condition        Report By
 QY0073  HISTORY     - 1934     MONUMENTED       CGS
 QY0073
 QY0073                          STATION DESCRIPTION
 QY0073
 QY0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0073'2.0 MI S FROM WHITEHALL.
 QY0073'2.0 MILES SOUTH ALONG THE NORTHRN PACIFIC RAILWAY FROM WHITEHALL, AT
 QY0073'THE CROSSING OF THE MAIN LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QY0073'PACIFIC RAILROAD, 60 FEET NORTHWEST OF MILEPOST 2, IN THE EAST FACE OF
 QY0073'THE MONTANA POWER SUB-STATION, 1 FOOT FROM THE SOUTHEAST CORNER AND
 QY0073'ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK STAMPED G 143 1934 AND SET
 QY0073'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0323 ***********************************************************************
 PY0323  DESIGNATION -  G 144
 PY0323  PID         -  PY0323
 PY0323  STATE/COUNTY-  MT/GALLATIN
 PY0323  USGS QUAD   -  HEBGEN DAM (1988)
 PY0323
 PY0323                         *CURRENT SURVEY CONTROL
 PY0323  ___________________________________________________________________
 PY0323* NAD 83(1986)-  44 50 22.     (N)    111 17 37.     (W)     SCALED    
 PY0323* NAVD 88     -      2000.564  (meters)    6563.52   (feet)  POSTED    
 PY0323  ___________________________________________________________________
 PY0323  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PY0323  DYNAMIC HT  -        1999.490 (meters)    6559.99  (feet)  COMP
 PY0323  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 PY0323
 PY0323  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0323
 PY0323.The horizontal coordinates were scaled from a topographic map and have
 PY0323.an estimated accuracy of +/- 6 seconds.
 PY0323
 PY0323.The orthometric height was determined by differential leveling
 PY0323.and adjusted by the National Geodetic Survey in 1992..
 PY0323.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0323.rate of 0.0 thru 1.0 mm/km.
 PY0323
 PY0323.The geoid height was determined by GEOID03.
 PY0323
 PY0323.The dynamic height is computed by dividing the NAVD 88
 PY0323.geopotential number by the normal gravity value computed on the
 PY0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0323.degrees latitude (g = 980.6199 gals.).
 PY0323
 PY0323.The modeled gravity was interpolated from observed gravity values.
 PY0323
 PY0323;                    North         East    Units  Estimated Accuracy
 PY0323;SPC MT       -    67,150.      458,180.      MT  (+/- 180 meters Scaled)
 PY0323
 PY0323                          SUPERSEDED SURVEY CONTROL
 PY0323
 PY0323  NGVD 29 (??/??/92) 1999.037  (m)         6558.51   (f) ADJ UNCH    1 2
 PY0323
 PY0323.Superseded values are not recommended for survey control.
 PY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0323.See file dsdata.txt to determine how the superseded data were derived.
 PY0323
 PY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ767651(NAD 83)
 PY0323_MARKER: DB = BENCH MARK DISK
 PY0323_SETTING: 80 = SET IN A BOULDER
 PY0323_STAMPING: G 144 1959
 PY0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0323+STABILITY: SURFACE MOTION
 PY0323
 PY0323  HISTORY     - Date     Condition        Report By
 PY0323  HISTORY     - 1959     MONUMENTED       CGS
 PY0323  HISTORY     - 19850601 MARK NOT FOUND   USGS
 PY0323  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0323
 PY0323                          STATION DESCRIPTION
 PY0323
 PY0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0323'2.9 MI SE FROM HEBGEN DAM.
 PY0323'ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0323'SECTION 30, R 4 E, T 11 S, 39 FEET NORTHEAST OF THE CENTER LINE OF THE
 PY0323'HIGHWAY, IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 1 FOOT, 100 FEET
 PY0323'NORTHWEST OF TELEPHONE POLE 6, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 PY0323'HIGHWAY.
 PY0323
 PY0323                          STATION RECOVERY (1985)
 PY0323
 PY0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (EGE)
 PY0323'MARK NOT FOUND.
 PY0323
 PY0323                          STATION RECOVERY (1987)
 PY0323
 PY0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0323'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0438 ***********************************************************************
 QX0438  DESIGNATION -  G 145
 QX0438  PID         -  QX0438
 QX0438  STATE/COUNTY-  MT/MADISON
 QX0438  USGS QUAD   -  HARRISON (1988)
 QX0438
 QX0438                         *CURRENT SURVEY CONTROL
 QX0438  ___________________________________________________________________
 QX0438* NAD 83(1986)-  45 41 05.     (N)    111 46 57.     (W)     SCALED    
 QX0438* NAVD 88     -      1518.921  (meters)    4983.33   (feet)  ADJUSTED  
 QX0438  ___________________________________________________________________
 QX0438  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 QX0438  DYNAMIC HT  -        1518.399 (meters)    4981.61  (feet)  COMP
 QX0438  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 QX0438
 QX0438  VERT ORDER  -  FIRST     CLASS II
 QX0438
 QX0438.The horizontal coordinates were scaled from a topographic map and have
 QX0438.an estimated accuracy of +/- 6 seconds.
 QX0438
 QX0438.The orthometric height was determined by differential leveling
 QX0438.and adjusted by the National Geodetic Survey in June 1991..
 QX0438
 QX0438.The geoid height was determined by GEOID03.
 QX0438
 QX0438.The dynamic height is computed by dividing the NAVD 88
 QX0438.geopotential number by the normal gravity value computed on the
 QX0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0438.degrees latitude (g = 980.6199 gals.).
 QX0438
 QX0438.The modeled gravity was interpolated from observed gravity values.
 QX0438
 QX0438;                    North         East    Units  Estimated Accuracy
 QX0438;SPC MT       -   162,040.      422,270.      MT  (+/- 180 meters Scaled)
 QX0438
 QX0438                          SUPERSEDED SURVEY CONTROL
 QX0438
 QX0438  NGVD 29 (??/??/92) 1517.804  (m)         4979.66   (f) ADJ UNCH    1 2
 QX0438
 QX0438.Superseded values are not recommended for survey control.
 QX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0438.See file dsdata.txt to determine how the superseded data were derived.
 QX0438
 QX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR390593(NAD 83)
 QX0438_MARKER: DB = BENCH MARK DISK
 QX0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0438_STAMPING: G 145 1959
 QX0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0438+STABILITY: SURFACE MOTION
 QX0438
 QX0438  HISTORY     - Date     Condition        Report By
 QX0438  HISTORY     - 1959     MONUMENTED       CGS
 QX0438  HISTORY     - 1984     GOOD             USGS
 QX0438
 QX0438                          STATION DESCRIPTION
 QX0438
 QX0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0438'1.15 MI S FROM HARRISON.
 QX0438'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE NORTHERN
 QX0438'PACIFIC RAILROAD STATION AT HARRISON, THENCE ABOUT 0.5 MILE SOUTH
 QX0438'ALONG A BRANCH LINE OF THE NORTHERN PACIFIC RAILROAD, IN THE NORTHWEST
 QX0438'CORNER OF SECTION 7, T 2 S, R 1 W, ABOUT 0.3 MILE NORTHWEST OF
 QX0438'MILEPOST 11, 54 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 63 FEET
 QX0438'SOUTHEAST OF A GROUP OF WILLOW TREES, 75 FEET SOUTH OF A TELEPHONE
 QX0438'POLE, 114 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2.0
 QX0438'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS,
 QX0438'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QX0438
 QX0438                          STATION RECOVERY (1984)
 QX0438
 QX0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0438'HARRISON 1.15 MILES SOUTH OF, ABOUT 0.6 MILES SOUTH ALONG U.S. 287
 QX0438'FROM THE SCHOOL HOUSE AT HARRISON, THENCE 0.5 SOUTH ALONG GRAVEL ROAD
 QX0438'111 FEET EAST OF ROAD, 76 FEET EAST OF R.O.W. FENCE, 2 FEET NORTHEAST
 QX0438'OF A METAL WITNESS POST IN TOP OF A CONCRETE POST FLUSH WITH THE
 QX0438'GROUND, A STANDARD TABLET STAMPED G-145 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0340 ***********************************************************************
 QX0340  DESIGNATION -  G 146
 QX0340  PID         -  QX0340
 QX0340  STATE/COUNTY-  MT/MADISON
 QX0340  USGS QUAD   -  ENNIS (1988)
 QX0340
 QX0340                         *CURRENT SURVEY CONTROL
 QX0340  ___________________________________________________________________
 QX0340* NAD 83(1986)-  45 15 36.     (N)    111 40 44.     (W)     SCALED    
 QX0340* NAVD 88     -      1603.435  (meters)    5260.60   (feet)  ADJUSTED  
 QX0340  ___________________________________________________________________
 QX0340  GEOID HEIGHT-         -10.07  (meters)                     GEOID03
 QX0340  DYNAMIC HT  -        1602.725 (meters)    5258.27  (feet)  COMP
 QX0340  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 QX0340
 QX0340  VERT ORDER  -  FIRST     CLASS II
 QX0340
 QX0340.The horizontal coordinates were scaled from a topographic map and have
 QX0340.an estimated accuracy of +/- 6 seconds.
 QX0340
 QX0340.The orthometric height was determined by differential leveling
 QX0340.and adjusted by the National Geodetic Survey in June 1991..
 QX0340
 QX0340.The geoid height was determined by GEOID03.
 QX0340
 QX0340.The dynamic height is computed by dividing the NAVD 88
 QX0340.geopotential number by the normal gravity value computed on the
 QX0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0340.degrees latitude (g = 980.6199 gals.).
 QX0340
 QX0340.The modeled gravity was interpolated from observed gravity values.
 QX0340
 QX0340;                    North         East    Units  Estimated Accuracy
 QX0340;SPC MT       -   114,640.      429,030.      MT  (+/- 180 meters Scaled)
 QX0340
 QX0340                          SUPERSEDED SURVEY CONTROL
 QX0340
 QX0340  NGVD 29 (08/20/92) 1602.233  (m)         5256.66   (f) ADJUSTED    1 2
 QX0340
 QX0340.Superseded values are not recommended for survey control.
 QX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0340.See file dsdata.txt to determine how the superseded data were derived.
 QX0340
 QX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR467120(NAD 83)
 QX0340_MARKER: DB = BENCH MARK DISK
 QX0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0340_SP_SET: CONCRETE POST
 QX0340_STAMPING: G 146 1959
 QX0340_MARK LOGO: CGS   
 QX0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0340+STABILITY: SURFACE MOTION
 QX0340
 QX0340  HISTORY     - Date     Condition        Report By
 QX0340  HISTORY     - 1959     MONUMENTED       CGS
 QX0340  HISTORY     - 1987     GOOD             NGS
 QX0340
 QX0340                          STATION DESCRIPTION
 QX0340
 QX0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0340'4.0 MI N FROM CAMERON.
 QX0340'4.0 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND STORE
 QX0340'AT CAMERON, OR ABOUT 7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM
 QX0340'THE HIGHSCHOOL AT ENNIS, IN THE NORTHEAST 1/4 OF SECTION 2, T 7 S, R 1
 QX0340'W, 61 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH OF
 QX0340'THE CENTER LINE OF A TRACK ROAD AND CATTLE GUARD, 9 FEET WEST OF A
 QX0340'TELEPHONE POLE, 2 FEET EAST OF A POLE FENCE, 2.0 FEET SOUTH OF A METAL
 QX0340'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE
 QX0340'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QX0340
 QX0340                          STATION RECOVERY (1987)
 QX0340
 QX0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0144 ***********************************************************************
 RU0144  DESIGNATION -  G 147
 RU0144  PID         -  RU0144
 RU0144  STATE/COUNTY-  MT/ROSEBUD
 RU0144  USGS QUAD   -  FORSYTH (1984)
 RU0144
 RU0144                         *CURRENT SURVEY CONTROL
 RU0144  ___________________________________________________________________
 RU0144* NAD 83(1986)-  46 16 27.     (N)    106 42 17.     (W)     SCALED    
 RU0144* NAVD 88     -       821.274  (meters)    2694.46   (feet)  ADJUSTED  
 RU0144  ___________________________________________________________________
 RU0144  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RU0144  DYNAMIC HT  -         821.188 (meters)    2694.18  (feet)  COMP
 RU0144  MODELED GRAV-     980,481.9   (mgal)                       NAVD 88
 RU0144
 RU0144  VERT ORDER  -  FIRST     CLASS II
 RU0144
 RU0144.The horizontal coordinates were scaled from a topographic map and have
 RU0144.an estimated accuracy of +/- 6 seconds.
 RU0144
 RU0144.The orthometric height was determined by differential leveling
 RU0144.and adjusted by the National Geodetic Survey in June 1991..
 RU0144
 RU0144.The geoid height was determined by GEOID03.
 RU0144
 RU0144.The dynamic height is computed by dividing the NAVD 88
 RU0144.geopotential number by the normal gravity value computed on the
 RU0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0144.degrees latitude (g = 980.6199 gals.).
 RU0144
 RU0144.The modeled gravity was interpolated from observed gravity values.
 RU0144
 RU0144;                    North         East    Units  Estimated Accuracy
 RU0144;SPC MT       -   228,780.      815,300.      MT  (+/- 180 meters Scaled)
 RU0144
 RU0144                          SUPERSEDED SURVEY CONTROL
 RU0144
 RU0144  NGVD 29 (??/??/92)  820.645  (m)         2692.40   (f) ADJ UNCH    1 2
 RU0144
 RU0144.Superseded values are not recommended for survey control.
 RU0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0144.See file dsdata.txt to determine how the superseded data were derived.
 RU0144
 RU0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM686259(NAD 83)
 RU0144_MARKER: DB = BENCH MARK DISK
 RU0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0144_STAMPING: G 147 1960
 RU0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0144+STABILITY: SURFACE MOTION
 RU0144
 RU0144  HISTORY     - Date     Condition        Report By
 RU0144  HISTORY     - 1960     MONUMENTED       CGS
 RU0144
 RU0144                          STATION DESCRIPTION
 RU0144
 RU0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0144'2.05 MI N FROM FORSYTH.
 RU0144'ABOUT 0.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0144'STATION AT FORSYTH, THENCE 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 12,
 RU0144'IN SECTION 15, R 40 E, T 6 N, 160 FEET NORTHEAST OF THE CENTER LINE OF
 RU0144'THE HIGHWAY, 175 FEET NORTH OF THE CENTER OF THE JUNCTION WITH A
 RU0144'GRAVELED ROAD, 33 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 5
 RU0144'FEET WEST OF A FENCE, 1 FOOT SOUTH OF A FENCE LINE, 1.5 FEET NORTHEAST
 RU0144'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY, AND IN THE
 RU0144'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0053 ***********************************************************************
 RU0053  DESIGNATION -  G 148
 RU0053  PID         -  RU0053
 RU0053  STATE/COUNTY-  MT/ROSEBUD
 RU0053  USGS QUAD   -  ROSEBUD (1968)
 RU0053
 RU0053                         *CURRENT SURVEY CONTROL
 RU0053  ___________________________________________________________________
 RU0053* NAD 83(1986)-  46 17 23.     (N)    106 22 35.     (W)     SCALED    
 RU0053* NAVD 88     -       752.140  (meters)    2467.65   (feet)  ADJUSTED  
 RU0053  ___________________________________________________________________
 RU0053  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 RU0053  DYNAMIC HT  -         752.071 (meters)    2467.42  (feet)  COMP
 RU0053  MODELED GRAV-     980,498.4   (mgal)                       NAVD 88
 RU0053
 RU0053  VERT ORDER  -  FIRST     CLASS II
 RU0053
 RU0053.The horizontal coordinates were scaled from a topographic map and have
 RU0053.an estimated accuracy of +/- 6 seconds.
 RU0053
 RU0053.The orthometric height was determined by differential leveling
 RU0053.and adjusted by the National Geodetic Survey in June 1991..
 RU0053
 RU0053.The geoid height was determined by GEOID03.
 RU0053
 RU0053.The dynamic height is computed by dividing the NAVD 88
 RU0053.geopotential number by the normal gravity value computed on the
 RU0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0053.degrees latitude (g = 980.6199 gals.).
 RU0053
 RU0053.The modeled gravity was interpolated from observed gravity values.
 RU0053
 RU0053;                    North         East    Units  Estimated Accuracy
 RU0053;SPC MT       -   231,460.      840,510.      MT  (+/- 180 meters Scaled)
 RU0053
 RU0053                          SUPERSEDED SURVEY CONTROL
 RU0053
 RU0053  NGVD 29 (??/??/92)  751.538  (m)         2465.67   (f) ADJ UNCH    1 2
 RU0053
 RU0053.Superseded values are not recommended for survey control.
 RU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0053.See file dsdata.txt to determine how the superseded data were derived.
 RU0053
 RU0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM939271(NAD 83)
 RU0053_MARKER: DB = BENCH MARK DISK
 RU0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0053_SP_SET: BRIDGE ABUTMENT
 RU0053_STAMPING: G 148 1960
 RU0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0053
 RU0053  HISTORY     - Date     Condition        Report By
 RU0053  HISTORY     - 1960     MONUMENTED       CGS
 RU0053
 RU0053                          STATION DESCRIPTION
 RU0053
 RU0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0053'3.4 MI NE FROM ROSEBUD.
 RU0053'ABOUT 3.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0053'STATION AT ROSEBUD, 7 1/2 RAILS EAST OF MILEPOST 108, IN SECTION 8, R
 RU0053'43 E, T 6 N, SET IN THE TOP OF THE SOUTH END OF THE SOUTHWEST CONCRETE
 RU0053'ABUTMENT OF BRIDGE NUMBER 107, 6 FEET SOUTH OF THE SOUTH RAIL, AND
 RU0053'ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0079 ***********************************************************************
 RU0079  DESIGNATION -  G 149
 RU0079  PID         -  RU0079
 RU0079  STATE/COUNTY-  MT/CUSTER
 RU0079  USGS QUAD   -  HORTON (1980)
 RU0079
 RU0079                         *CURRENT SURVEY CONTROL
 RU0079  ___________________________________________________________________
 RU0079* NAD 83(1986)-  46 20 44.     (N)    106 00 03.     (W)     SCALED    
 RU0079* NAVD 88     -       732.252  (meters)    2402.40   (feet)  ADJUSTED  
 RU0079  ___________________________________________________________________
 RU0079  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RU0079  DYNAMIC HT  -         732.188 (meters)    2402.19  (feet)  COMP
 RU0079  MODELED GRAV-     980,502.7   (mgal)                       NAVD 88
 RU0079
 RU0079  VERT ORDER  -  FIRST     CLASS II
 RU0079
 RU0079.The horizontal coordinates were scaled from a topographic map and have
 RU0079.an estimated accuracy of +/- 6 seconds.
 RU0079
 RU0079.The orthometric height was determined by differential leveling
 RU0079.and adjusted by the National Geodetic Survey in June 1991..
 RU0079
 RU0079.The geoid height was determined by GEOID03.
 RU0079
 RU0079.The dynamic height is computed by dividing the NAVD 88
 RU0079.geopotential number by the normal gravity value computed on the
 RU0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0079.degrees latitude (g = 980.6199 gals.).
 RU0079
 RU0079.The modeled gravity was interpolated from observed gravity values.
 RU0079
 RU0079;                    North         East    Units  Estimated Accuracy
 RU0079;SPC MT       -   238,880.      869,130.      MT  (+/- 180 meters Scaled)
 RU0079
 RU0079                          SUPERSEDED SURVEY CONTROL
 RU0079
 RU0079  NGVD 29 (??/??/92)  731.650  (m)         2400.42   (f) ADJ UNCH    1 2
 RU0079
 RU0079.Superseded values are not recommended for survey control.
 RU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0079.See file dsdata.txt to determine how the superseded data were derived.
 RU0079
 RU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM229329(NAD 83)
 RU0079_MARKER: DB = BENCH MARK DISK
 RU0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0079_STAMPING: G 149 1960
 RU0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0079+STABILITY: SURFACE MOTION
 RU0079
 RU0079  HISTORY     - Date     Condition        Report By
 RU0079  HISTORY     - 1960     MONUMENTED       CGS
 RU0079
 RU0079                          STATION DESCRIPTION
 RU0079
 RU0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0079'9.05 MI SW FROM MILES CITY.
 RU0079'ABOUT 9.05 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0079'STATION AT MILES CITY, 0.4 MILE EAST OF MILEPOST 88, IN SECTION 20, T
 RU0079'7 N, R 46 E, 75 FEET SOUTH OF THE SOUTH RAIL, 66 FEET SOUTHEAST OF THE
 RU0079'SOUTH END OF A 28-INCH CORRUGATED STEEL CULVERT, 36 FEET WEST OF A
 RU0079'BRACED TELEPHONE POLE, 4 FEET NORTH OF A FENCE, 1.5 FEET SOUTHEAST OF
 RU0079'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A
 RU0079'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0342 ***********************************************************************
 RT0342  DESIGNATION -  G 150
 RT0342  PID         -  RT0342
 RT0342  STATE/COUNTY-  MT/CUSTER
 RT0342  USGS QUAD   -  SHIRLEY (1969)
 RT0342
 RT0342                         *CURRENT SURVEY CONTROL
 RT0342  ___________________________________________________________________
 RT0342* NAD 83(1986)-  46 36 40.     (N)    105 33 32.     (W)     SCALED    
 RT0342* NAVD 88     -       696.605  (meters)    2285.44   (feet)  ADJUSTED  
 RT0342  ___________________________________________________________________
 RT0342  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RT0342  DYNAMIC HT  -         696.572 (meters)    2285.34  (feet)  COMP
 RT0342  MODELED GRAV-     980,544.1   (mgal)                       NAVD 88
 RT0342
 RT0342  VERT ORDER  -  FIRST     CLASS II
 RT0342
 RT0342.The horizontal coordinates were scaled from a topographic map and have
 RT0342.an estimated accuracy of +/- 6 seconds.
 RT0342
 RT0342.The orthometric height was determined by differential leveling
 RT0342.and adjusted by the National Geodetic Survey in June 1991..
 RT0342
 RT0342.The geoid height was determined by GEOID03.
 RT0342
 RT0342.The dynamic height is computed by dividing the NAVD 88
 RT0342.geopotential number by the normal gravity value computed on the
 RT0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0342.degrees latitude (g = 980.6199 gals.).
 RT0342
 RT0342.The modeled gravity was interpolated from observed gravity values.
 RT0342
 RT0342;                    North         East    Units  Estimated Accuracy
 RT0342;SPC MT       -   269,960.      901,610.      MT  (+/- 180 meters Scaled)
 RT0342
 RT0342                          SUPERSEDED SURVEY CONTROL
 RT0342
 RT0342  NGVD 29 (??/??/92)  696.058  (m)         2283.65   (f) ADJ UNCH    1 2
 RT0342
 RT0342.Superseded values are not recommended for survey control.
 RT0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0342.See file dsdata.txt to determine how the superseded data were derived.
 RT0342
 RT0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM572621(NAD 83)
 RT0342_MARKER: DB = BENCH MARK DISK
 RT0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0342_SP_SET: BRIDGE SEAT
 RT0342_STAMPING: G 150 1960
 RT0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0342
 RT0342  HISTORY     - Date     Condition        Report By
 RT0342  HISTORY     - 1960     MONUMENTED       CGS
 RT0342
 RT0342                          STATION DESCRIPTION
 RT0342
 RT0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0342'20.6 MI NE FROM MILES CITY.
 RT0342'ABOUT 20.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0342'STATION AT MILES CITY, 6 RAILS NORTHEAST OF MILEPOST 58, IN SECTION
 RT0342'21, T 10 N, R 49 E, AT THE SOUTHWEST END OF A BRIDGE OVER COTTONWOOD
 RT0342'CREEK, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 RT0342'SEAT OF THE BRIDGE, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT
 RT0342'6 FEET BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0343 ***********************************************************************
 RT0343  DESIGNATION -  G 150 RESET
 RT0343  PID         -  RT0343
 RT0343  STATE/COUNTY-  MT/CUSTER
 RT0343  USGS QUAD   -  SHIRLEY (1969)
 RT0343
 RT0343                         *CURRENT SURVEY CONTROL
 RT0343  ___________________________________________________________________
 RT0343* NAD 83(1986)-  46 36 40.     (N)    105 33 32.     (W)     SCALED    
 RT0343* NAVD 88     -       696.885  (meters)    2286.36   (feet)  ADJUSTED  
 RT0343  ___________________________________________________________________
 RT0343  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RT0343  DYNAMIC HT  -         696.853 (meters)    2286.26  (feet)  COMP
 RT0343  MODELED GRAV-     980,544.1   (mgal)                       NAVD 88
 RT0343
 RT0343  VERT ORDER  -  FIRST     CLASS II
 RT0343
 RT0343.The horizontal coordinates were scaled from a topographic map and have
 RT0343.an estimated accuracy of +/- 6 seconds.
 RT0343
 RT0343.The orthometric height was determined by differential leveling
 RT0343.and adjusted by the National Geodetic Survey in June 1991..
 RT0343
 RT0343.The geoid height was determined by GEOID03.
 RT0343
 RT0343.The dynamic height is computed by dividing the NAVD 88
 RT0343.geopotential number by the normal gravity value computed on the
 RT0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0343.degrees latitude (g = 980.6199 gals.).
 RT0343
 RT0343.The modeled gravity was interpolated from observed gravity values.
 RT0343
 RT0343;                    North         East    Units  Estimated Accuracy
 RT0343;SPC MT       -   269,960.      901,610.      MT  (+/- 180 meters Scaled)
 RT0343
 RT0343                          SUPERSEDED SURVEY CONTROL
 RT0343
 RT0343.No superseded survey control is available for this station.
 RT0343
 RT0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM572621(NAD 83)
 RT0343_MARKER: DB = BENCH MARK DISK
 RT0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0343_SP_SET: BRIDGE SEAT
 RT0343_STAMPING: G 150 RESET 1966
 RT0343_MARK LOGO: CGS   
 RT0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0343
 RT0343  HISTORY     - Date     Condition        Report By
 RT0343  HISTORY     - 1966     MONUMENTED       NPRR
 RT0343  HISTORY     - 1981     GOOD             NGS
 RT0343
 RT0343                          STATION DESCRIPTION
 RT0343
 RT0343'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1966
 RT0343'20.6 MI NE FROM MILES CITY.
 RT0343'ABOUT 20.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RT0343'THE STATION AT MILES CITY, 6 RAILS NORTHEAST OF MILE POST 58, IN
 RT0343'SECTION 21, T 10 NORTH, R 49 EAST, AT THE SOUTHWEST END OF BRIDGE OVER
 RT0343'COTTONWOOD CREEK, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET BELOW
 RT0343'THE LEVEL OF THE TRACK AND SET IN THE TOP OF THE SOUTHEAST END OF THE
 RT0343'SOUTHWEST CONCRETE BRIDGE SEAT.
 RT0343
 RT0343                          STATION RECOVERY (1981)
 RT0343
 RT0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0169 ***********************************************************************
 SQ0169  DESIGNATION -  G 151
 SQ0169  PID         -  SQ0169
 SQ0169  STATE/COUNTY-  MT/GARFIELD
 SQ0169  USGS QUAD   -  COHAGEN NE (1965)
 SQ0169
 SQ0169                         *CURRENT SURVEY CONTROL
 SQ0169  ___________________________________________________________________
 SQ0169* NAD 83(1986)-  47 08 54.     (N)    106 34 19.     (W)     SCALED    
 SQ0169* NAVD 88     -       871.008  (meters)    2857.63   (feet)  ADJUSTED  
 SQ0169  ___________________________________________________________________
 SQ0169  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SQ0169  DYNAMIC HT  -         870.984 (meters)    2857.55  (feet)  COMP
 SQ0169  MODELED GRAV-     980,556.7   (mgal)                       NAVD 88
 SQ0169
 SQ0169  VERT ORDER  -  SECOND    CLASS 0
 SQ0169
 SQ0169.The horizontal coordinates were scaled from a topographic map and have
 SQ0169.an estimated accuracy of +/- 6 seconds.
 SQ0169
 SQ0169.The orthometric height was determined by differential leveling
 SQ0169.and adjusted by the National Geodetic Survey in June 1991..
 SQ0169
 SQ0169.The geoid height was determined by GEOID03.
 SQ0169
 SQ0169.The dynamic height is computed by dividing the NAVD 88
 SQ0169.geopotential number by the normal gravity value computed on the
 SQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0169.degrees latitude (g = 980.6199 gals.).
 SQ0169
 SQ0169.The modeled gravity was interpolated from observed gravity values.
 SQ0169
 SQ0169;                    North         East    Units  Estimated Accuracy
 SQ0169;SPC MT       -   326,210.      821,890.      MT  (+/- 180 meters Scaled)
 SQ0169
 SQ0169                          SUPERSEDED SURVEY CONTROL
 SQ0169
 SQ0169  NGVD 29 (??/??/92)  870.323  (m)         2855.38   (f) ADJ UNCH    2 0
 SQ0169
 SQ0169.Superseded values are not recommended for survey control.
 SQ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0169.See file dsdata.txt to determine how the superseded data were derived.
 SQ0169
 SQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN808228(NAD 83)
 SQ0169_MARKER: DB = BENCH MARK DISK
 SQ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0169_STAMPING: G 151 1960
 SQ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0169+STABILITY: SURFACE MOTION
 SQ0169
 SQ0169  HISTORY     - Date     Condition        Report By
 SQ0169  HISTORY     - 1960     MONUMENTED       CGS
 SQ0169
 SQ0169                          STATION DESCRIPTION
 SQ0169
 SQ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0169'14.65 MI N FROM COHAGEN.
 SQ0169'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0169'COHAGEN, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, SOUTH OF AND
 SQ0169'ON THE OUTSIDE OF A CURVE, IN SECTION 18, T 16 N, R 40 E, 105 FEET
 SQ0169'SOUTH OF THE CENTER LINE OF THE ROAD, 56 FEET EAST OF THE CENTER LINE
 SQ0169'OF A PRIVATE ROAD LEADING SOUTH TO THE PLUHAR RANCH, 1 FOOT NORTHWEST
 SQ0169'OF A FENCE, ABOUT 4 FEET ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE
 SQ0169'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0177 ***********************************************************************
 RT0177  DESIGNATION -  G 153
 RT0177  PID         -  RT0177
 RT0177  STATE/COUNTY-  MT/PRAIRIE
 RT0177  USGS QUAD   -  FALLON SW (1983)
 RT0177
 RT0177                         *CURRENT SURVEY CONTROL
 RT0177  ___________________________________________________________________
 RT0177* NAD 83(1986)-  46 49 52.     (N)    105 08 44.     (W)     SCALED    
 RT0177* NAVD 88     -       667.781  (meters)    2190.88   (feet)  ADJUSTED  
 RT0177  ___________________________________________________________________
 RT0177  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 RT0177  DYNAMIC HT  -         667.772 (meters)    2190.85  (feet)  COMP
 RT0177  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 RT0177
 RT0177  VERT ORDER  -  FIRST     CLASS II
 RT0177
 RT0177.The horizontal coordinates were scaled from a topographic map and have
 RT0177.an estimated accuracy of +/- 6 seconds.
 RT0177
 RT0177.The orthometric height was determined by differential leveling
 RT0177.and adjusted by the National Geodetic Survey in June 1991..
 RT0177.WARNING-Repeat measurements at this control monument indicate possible
 RT0177.vertical movement.
 RT0177
 RT0177.The geoid height was determined by GEOID03.
 RT0177
 RT0177.The dynamic height is computed by dividing the NAVD 88
 RT0177.geopotential number by the normal gravity value computed on the
 RT0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0177.degrees latitude (g = 980.6199 gals.).
 RT0177
 RT0177.The modeled gravity was interpolated from observed gravity values.
 RT0177
 RT0177;                    North         East    Units  Estimated Accuracy
 RT0177;SPC MT       -   296,040.      931,850.      MT  (+/- 180 meters Scaled)
 RT0177
 RT0177                          SUPERSEDED SURVEY CONTROL
 RT0177
 RT0177  NGVD 29 (??/??/92)  667.277  (m)         2189.22   (f) ADJ UNCH    1 2
 RT0177
 RT0177.Superseded values are not recommended for survey control.
 RT0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0177.See file dsdata.txt to determine how the superseded data were derived.
 RT0177
 RT0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM888864(NAD 83)
 RT0177_MARKER: DB = BENCH MARK DISK
 RT0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0177_SP_SET: ABUTMENT
 RT0177_STAMPING: G 153 1960
 RT0177_MARK LOGO: NGS   
 RT0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0177
 RT0177  HISTORY     - Date     Condition        Report By
 RT0177  HISTORY     - 1960     MONUMENTED       CGS
 RT0177  HISTORY     - 1981     GOOD             NGS
 RT0177
 RT0177                          STATION DESCRIPTION
 RT0177
 RT0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0177'1.2 MI W FROM FALLON.
 RT0177'1.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0177'FALLON, 10 POLES EAST OF MILEPOST 31, IN SECTION 2, R 52 E,T 12 N, SET
 RT0177'IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF BRIDGE NUMBER 30
 RT0177'OVER FALLON CREEK, 4.6 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL
 RT0177'WITH THE TRACK.
 RT0177
 RT0177                          STATION RECOVERY (1981)
 RT0177
 RT0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0052 ***********************************************************************
 QX0052  DESIGNATION -  G 155
 QX0052  PID         -  QX0052
 QX0052  STATE/COUNTY-  MT/PARK
 QX0052  USGS QUAD   -  PRAY (1988)
 QX0052
 QX0052                         *CURRENT SURVEY CONTROL
 QX0052  ___________________________________________________________________
 QX0052* NAD 83(1986)-  45 27 52.     (N)    110 37 45.     (W)     SCALED    
 QX0052* NAVD 88     -      1473.641  (meters)    4834.77   (feet)  ADJUSTED  
 QX0052  ___________________________________________________________________
 QX0052  GEOID HEIGHT-          -9.70  (meters)                     GEOID03
 QX0052  DYNAMIC HT  -        1473.088 (meters)    4832.96  (feet)  COMP
 QX0052  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 QX0052
 QX0052  VERT ORDER  -  FIRST     CLASS II
 QX0052
 QX0052.The horizontal coordinates were scaled from a topographic map and have
 QX0052.an estimated accuracy of +/- 6 seconds.
 QX0052
 QX0052.The orthometric height was determined by differential leveling
 QX0052.and adjusted by the National Geodetic Survey in June 1991..
 QX0052
 QX0052.The geoid height was determined by GEOID03.
 QX0052
 QX0052.The dynamic height is computed by dividing the NAVD 88
 QX0052.geopotential number by the normal gravity value computed on the
 QX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0052.degrees latitude (g = 980.6199 gals.).
 QX0052
 QX0052.The modeled gravity was interpolated from observed gravity values.
 QX0052
 QX0052;                    North         East    Units  Estimated Accuracy
 QX0052;SPC MT       -   135,610.      511,720.      MT  (+/- 180 meters Scaled)
 QX0052
 QX0052                          SUPERSEDED SURVEY CONTROL
 QX0052
 QX0052  NGVD 29 (??/??/92) 1472.467  (m)         4830.92   (f) ADJ UNCH    1 2
 QX0052
 QX0052.Superseded values are not recommended for survey control.
 QX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0052.See file dsdata.txt to determine how the superseded data were derived.
 QX0052
 QX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR289346(NAD 83)
 QX0052_MARKER: DB = BENCH MARK DISK
 QX0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0052_STAMPING: G 155 1960
 QX0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0052+STABILITY: SURFACE MOTION
 QX0052
 QX0052  HISTORY     - Date     Condition        Report By
 QX0052  HISTORY     - 1960     MONUMENTED       CGS
 QX0052  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0052
 QX0052                          STATION DESCRIPTION
 QX0052
 QX0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0052'8.85 MI NE FROM EMIGRANT.
 QX0052'ABOUT 8.85 MILES NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0052'RAILWAY FROM THE POST OFFICE AT EMIGRANT, IN SECTION 21, T 4 S, R 9 E,
 QX0052'34 FEET NORTHEAST OF THE 8TH TELEPHONE POLE NORTH OF MILEPOST 14, 49
 QX0052'FEET EAST OF THE EAST RAIL, 150 FEET NORTHEAST OF THE NORTH END OF
 QX0052'BRIDGE NUMBER 14 WHICH CROSSES AN IRRIGATION CANAL, 1 FOOT EAST OF A
 QX0052'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 QX0052'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 QX0052'INCHES.
 QX0052
 QX0052                          STATION RECOVERY (1983)
 QX0052
 QX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0048 ***********************************************************************
 SP0048  DESIGNATION -  G 156
 SP0048  PID         -  SP0048
 SP0048  STATE/COUNTY-  MT/DAWSON
 SP0048  USGS QUAD   -  GLENDIVE (1967)
 SP0048
 SP0048                         *CURRENT SURVEY CONTROL
 SP0048  ___________________________________________________________________
 SP0048* NAD 83(1986)-  47 06 26.     (N)    104 43 22.     (W)     SCALED    
 SP0048* NAVD 88     -       634.775  (meters)    2082.59   (feet)  ADJUSTED  
 SP0048  ___________________________________________________________________
 SP0048  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 SP0048  DYNAMIC HT  -         634.792 (meters)    2082.65  (feet)  COMP
 SP0048  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 SP0048
 SP0048  VERT ORDER  -  FIRST     CLASS II
 SP0048
 SP0048.The horizontal coordinates were scaled from a topographic map and have
 SP0048.an estimated accuracy of +/- 6 seconds.
 SP0048
 SP0048.The orthometric height was determined by differential leveling
 SP0048.and adjusted by the National Geodetic Survey in June 1991..
 SP0048.WARNING-Repeat measurements at this control monument indicate possible
 SP0048.vertical movement.
 SP0048
 SP0048.The geoid height was determined by GEOID03.
 SP0048
 SP0048.The dynamic height is computed by dividing the NAVD 88
 SP0048.geopotential number by the normal gravity value computed on the
 SP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0048.degrees latitude (g = 980.6199 gals.).
 SP0048
 SP0048.The modeled gravity was interpolated from observed gravity values.
 SP0048
 SP0048;                    North         East    Units  Estimated Accuracy
 SP0048;SPC MT       -   328,540.      962,170.      MT  (+/- 180 meters Scaled)
 SP0048
 SP0048                          SUPERSEDED SURVEY CONTROL
 SP0048
 SP0048  NGVD 29 (??/??/92)  634.233  (m)         2080.81   (f) ADJ UNCH    1 2
 SP0048
 SP0048.Superseded values are not recommended for survey control.
 SP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0048.See file dsdata.txt to determine how the superseded data were derived.
 SP0048
 SP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN210171(NAD 83)
 SP0048_MARKER: DB = BENCH MARK DISK
 SP0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SP0048_SP_SET: ABUTMENT
 SP0048_STAMPING: G 156 1960
 SP0048_MARK LOGO: CGS   
 SP0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SP0048+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2001
 SP0048
 SP0048  HISTORY     - Date     Condition        Report By
 SP0048  HISTORY     - 1960     MONUMENTED       CGS
 SP0048  HISTORY     - 1981     GOOD             NGS
 SP0048  HISTORY     - 1981     GOOD             NGS
 SP0048  HISTORY     - 1982     GOOD             NGS
 SP0048  HISTORY     - 20010214 GOOD             MTDNR
 SP0048
 SP0048                          STATION DESCRIPTION
 SP0048
 SP0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SP0048'0.65 MI W FROM GLENDIVE.
 SP0048'0.1 MILE SOUTH ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SP0048'STATION AT GLENDIVE, THENCE 0.55 MILE WEST ALONG U.S. HIGHWAY 10 STATE
 SP0048'HIGHWAYS 16 AND 20, IN SECTION 35, R 55 E, T 16 N, SET IN THE TOP OF
 SP0048'THE NORTH END OF THE WEST ABUTMENT OF THE MORE NORTHERLY OF 2 BRIDGES
 SP0048'OVER YELLOWSTONE RIVER, 17 FEET NORTH OF THE CENTER LINE OF THE
 SP0048'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 SP0048
 SP0048                          STATION RECOVERY (1981)
 SP0048
 SP0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SP0048'RECOVERED IN GOOD CONDITION.
 SP0048
 SP0048                          STATION RECOVERY (1981)
 SP0048
 SP0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SP0048'RECOVERED IN GOOD CONDITION.
 SP0048
 SP0048                          STATION RECOVERY (1982)
 SP0048
 SP0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SP0048'RECOVERED IN GOOD CONDITION.
 SP0048
 SP0048                          STATION RECOVERY (2001)
 SP0048
 SP0048'RECOVERY NOTE BY MONTANA DEPT NATURAL RESOUR AN 2001 (ML)
 SP0048'TOP OF CAP IS SCRATCHED AND THE STAMPING IS OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0287 ***********************************************************************
 SP0287  DESIGNATION -  G 157
 SP0287  PID         -  SP0287
 SP0287  STATE/COUNTY-  MT/RICHLAND
 SP0287  USGS QUAD   -  SAVAGE (1974)
 SP0287
 SP0287                         *CURRENT SURVEY CONTROL
 SP0287  ___________________________________________________________________
 SP0287* NAD 83(1986)-  47 29 36.     (N)    104 18 55.     (W)     SCALED    
 SP0287* NAVD 88     -       592.577  (meters)    1944.15   (feet)  ADJUSTED  
 SP0287  ___________________________________________________________________
 SP0287  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 SP0287  DYNAMIC HT  -         592.625 (meters)    1944.30  (feet)  COMP
 SP0287  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 SP0287
 SP0287  VERT ORDER  -  FIRST     CLASS II
 SP0287
 SP0287.The horizontal coordinates were scaled from a topographic map and have
 SP0287.an estimated accuracy of +/- 6 seconds.
 SP0287
 SP0287.The orthometric height was determined by differential leveling
 SP0287.and adjusted by the National Geodetic Survey in June 1991..
 SP0287
 SP0287.The geoid height was determined by GEOID03.
 SP0287
 SP0287.The dynamic height is computed by dividing the NAVD 88
 SP0287.geopotential number by the normal gravity value computed on the
 SP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0287.degrees latitude (g = 980.6199 gals.).
 SP0287
 SP0287.The modeled gravity was interpolated from observed gravity values.
 SP0287
 SP0287;                    North         East    Units  Estimated Accuracy
 SP0287;SPC MT       -   373,310.      990,180.      MT  (+/- 180 meters Scaled)
 SP0287
 SP0287                          SUPERSEDED SURVEY CONTROL
 SP0287
 SP0287.No superseded survey control is available for this station.
 SP0287
 SP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN515602(NAD 83)
 SP0287_MARKER: DB = BENCH MARK DISK
 SP0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0287_SP_SET: CONCRETE POST
 SP0287_STAMPING: G 157 1960
 SP0287_MARK LOGO: CGS   
 SP0287_PROJECTION: PROJECTING 15 CENTIMETERS
 SP0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0287+STABILITY: SURFACE MOTION
 SP0287
 SP0287  HISTORY     - Date     Condition        Report By
 SP0287  HISTORY     - 1960     MONUMENTED       CGS
 SP0287  HISTORY     - 1981     GOOD             NGS
 SP0287
 SP0287                          STATION DESCRIPTION
 SP0287
 SP0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0287'5.0 KM (3.1 MI) NE FROM SAVAGE.
 SP0287'0.5 KM (0.3 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0287'SAVAGE, THENCE 5.0 KM (3.1 MI) NORTHEASTERLY ALONG THE BURLINGTON
 SP0287'NORTHERN RAILROAD, 17.1 METERS (56.0 FT) EAST OF THE CENTERLINE OF A
 SP0287'ROAD PARALLELING THE TRACK, 9.4 METERS (31.0 FT) WEST OF THE NEAR RAIL
 SP0287'AND 5.8 METERS (19.0 FT) WEST OF A TELEPHONE POLE.
 SP0287'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SP0287'THE MARK IS 2.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0575 ***********************************************************************
 SU0575  DESIGNATION -  G 16
 SU0575  PID         -  SU0575
 SU0575  STATE/COUNTY-  MT/SANDERS
 SU0575  USGS QUAD   -  LARCHWOOD (1983)
 SU0575
 SU0575                         *CURRENT SURVEY CONTROL
 SU0575  ___________________________________________________________________
 SU0575* NAD 83(1986)-  47 51 24.     (N)    115 38 49.     (W)     SCALED    
 SU0575* NAVD 88     -       714.028  (meters)    2342.61   (feet)  ADJUSTED  
 SU0575  ___________________________________________________________________
 SU0575  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 SU0575  DYNAMIC HT  -         714.036 (meters)    2342.63  (feet)  COMP
 SU0575  MODELED GRAV-     980,600.7   (mgal)                       NAVD 88
 SU0575
 SU0575  VERT ORDER  -  FIRST     CLASS II
 SU0575
 SU0575.The horizontal coordinates were scaled from a topographic map and have
 SU0575.an estimated accuracy of +/- 6 seconds.
 SU0575
 SU0575.The orthometric height was determined by differential leveling
 SU0575.and adjusted by the National Geodetic Survey in June 1991..
 SU0575
 SU0575.The geoid height was determined by GEOID03.
 SU0575
 SU0575.The dynamic height is computed by dividing the NAVD 88
 SU0575.geopotential number by the normal gravity value computed on the
 SU0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0575.degrees latitude (g = 980.6199 gals.).
 SU0575
 SU0575.The modeled gravity was interpolated from observed gravity values.
 SU0575
 SU0575;                    North         East    Units  Estimated Accuracy
 SU0575;SPC MT       -   418,800.      140,710.      MT  (+/- 180 meters Scaled)
 SU0575
 SU0575                          SUPERSEDED SURVEY CONTROL
 SU0575
 SU0575  NGVD 29 (??/??/92)  712.872  (m)         2338.81   (f) ADJ UNCH    1 2
 SU0575
 SU0575.Superseded values are not recommended for survey control.
 SU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0575.See file dsdata.txt to determine how the superseded data were derived.
 SU0575
 SU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP012012(NAD 83)
 SU0575_MARKER: DB = BENCH MARK DISK
 SU0575_SETTING: 80 = SET IN A BOULDER
 SU0575_SP_SET: BOULDER
 SU0575_STAMPING: G 16 1914
 SU0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0575+STABILITY: SURFACE MOTION
 SU0575
 SU0575  HISTORY     - Date     Condition        Report By
 SU0575  HISTORY     - 1914     MONUMENTED       CGS
 SU0575  HISTORY     - 1959     GOOD             NGS
 SU0575  HISTORY     - 1966     MARK NOT FOUND   USGS
 SU0575
 SU0575                          STATION DESCRIPTION
 SU0575
 SU0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0575'2.6 MI NW FROM TROUT CREEK.
 SU0575'2.6 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0575'STATION AT TROUT CREEK, SANDERS COUNTY, 34-1/2 RAILS EAST-SOUTHEAST OF
 SU0575'MILEPOST 57, 3 RAILS WEST-NORTHWEST OF THE EAST-SOUTHEAST END OF A
 SU0575'LONG DEEP CUT, 71.3 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST CORNER
 SU0575'OF A 3-FOOT SQUARE CONCRETE SIGNAL-BATTERY CONTAINER, OPPOSITE STATION
 SU0575'1068+25, 33.6 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, IN THE
 SU0575'TOP OF A LARGE GRAY BOULDER, AND 5 FEET HIGHER THAN THE TRACK. A
 SU0575'STANDARD DISK, STAMPED G 16 1914.  NOTE-- THIS BENCH MARK IS BELIEVED
 SU0575'TO BE COVERED BY AN EARTH FILL.
 SU0575
 SU0575                          STATION RECOVERY (1966)
 SU0575
 SU0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0265 ***********************************************************************
 QX0265  DESIGNATION -  G 160
 QX0265  PID         -  QX0265
 QX0265  STATE/COUNTY-  MT/GALLATIN
 QX0265  USGS QUAD   -  RUBY MOUNTAIN (1987)
 QX0265
 QX0265                         *CURRENT SURVEY CONTROL
 QX0265  ___________________________________________________________________
 QX0265* NAD 83(1986)-  45 31 15.     (N)    111 15 06.     (W)     SCALED    
 QX0265* NAVD 88     -      1564.679  (meters)    5133.45   (feet)  ADJUSTED  
 QX0265  ___________________________________________________________________
 QX0265  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 QX0265  DYNAMIC HT  -        1564.071 (meters)    5131.46  (feet)  COMP
 QX0265  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 QX0265
 QX0265  VERT ORDER  -  FIRST     CLASS II
 QX0265
 QX0265.The horizontal coordinates were scaled from a topographic map and have
 QX0265.an estimated accuracy of +/- 6 seconds.
 QX0265
 QX0265.The orthometric height was determined by differential leveling
 QX0265.and adjusted by the National Geodetic Survey in June 1991..
 QX0265
 QX0265.The geoid height was determined by GEOID03.
 QX0265
 QX0265.The dynamic height is computed by dividing the NAVD 88
 QX0265.geopotential number by the normal gravity value computed on the
 QX0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0265.degrees latitude (g = 980.6199 gals.).
 QX0265
 QX0265.The modeled gravity was interpolated from observed gravity values.
 QX0265
 QX0265;                    North         East    Units  Estimated Accuracy
 QX0265;SPC MT       -   142,770.      463,190.      MT  (+/- 180 meters Scaled)
 QX0265
 QX0265                          SUPERSEDED SURVEY CONTROL
 QX0265
 QX0265  NGVD 29 (??/??/92) 1563.405  (m)         5129.27   (f) ADJ UNCH    1 2
 QX0265
 QX0265.Superseded values are not recommended for survey control.
 QX0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0265.See file dsdata.txt to determine how the superseded data were derived.
 QX0265
 QX0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR803408(NAD 83)
 QX0265_MARKER: DB = BENCH MARK DISK
 QX0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0265_SP_SET: ABUTMENT
 QX0265_STAMPING: G 160 1960
 QX0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0265
 QX0265  HISTORY     - Date     Condition        Report By
 QX0265  HISTORY     - 1960     MONUMENTED       CGS
 QX0265
 QX0265                          STATION DESCRIPTION
 QX0265
 QX0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0265'6.35 MI SW FROM GALLATIN GATEWAY.
 QX0265'ABOUT 6.35 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 QX0265'GALLATIN GATEWAY, IN SECTION 5, T 4 S, R 4 E, AT THE JUNCTION OF THE
 QX0265'PAVED ROAD AND U. S. HIGHWAY 191, IN THE TOP OF THE SOUTHEAST END OF
 QX0265'THE SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER THE WEST
 QX0265'GALLATIN RIVER, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QX0265'274 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF THE PAVED
 QX0265'ROAD AND THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0306 ***********************************************************************
 QX0306  DESIGNATION -  G 161
 QX0306  PID         -  QX0306
 QX0306  STATE/COUNTY-  MT/GALLATIN
 QX0306  USGS QUAD   -  SUNSHINE POINT (1986)
 QX0306
 QX0306                         *CURRENT SURVEY CONTROL
 QX0306  ___________________________________________________________________
 QX0306* NAD 83(1986)-  45 06 59.     (N)    111 13 30.     (W)     SCALED    
 QX0306* NAVD 88     -      1965.574  (meters)    6448.72   (feet)  ADJUSTED  
 QX0306  ___________________________________________________________________
 QX0306  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 QX0306  DYNAMIC HT  -        1964.562 (meters)    6445.40  (feet)  COMP
 QX0306  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 QX0306
 QX0306  VERT ORDER  -  FIRST     CLASS II
 QX0306
 QX0306.The horizontal coordinates were scaled from a topographic map and have
 QX0306.an estimated accuracy of +/- 6 seconds.
 QX0306
 QX0306.The orthometric height was determined by differential leveling
 QX0306.and adjusted by the National Geodetic Survey in June 1991..
 QX0306
 QX0306.The geoid height was determined by GEOID03.
 QX0306
 QX0306.The dynamic height is computed by dividing the NAVD 88
 QX0306.geopotential number by the normal gravity value computed on the
 QX0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0306.degrees latitude (g = 980.6199 gals.).
 QX0306
 QX0306.The modeled gravity was interpolated from observed gravity values.
 QX0306
 QX0306;                    North         East    Units  Estimated Accuracy
 QX0306;SPC MT       -    97,790.      464,290.      MT  (+/- 180 meters Scaled)
 QX0306
 QX0306                          SUPERSEDED SURVEY CONTROL
 QX0306
 QX0306  NGVD 29 (??/??/92) 1964.071  (m)         6443.79   (f) ADJ UNCH    1 2
 QX0306
 QX0306.Superseded values are not recommended for survey control.
 QX0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0306.See file dsdata.txt to determine how the superseded data were derived.
 QX0306
 QX0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ823959(NAD 83)
 QX0306_MARKER: DB = BENCH MARK DISK
 QX0306_SETTING: 80 = SET IN A BOULDER
 QX0306_SP_SET: BOULDER
 QX0306_STAMPING: G 161 1960
 QX0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0306+STABILITY: SURFACE MOTION
 QX0306
 QX0306  HISTORY     - Date     Condition        Report By
 QX0306  HISTORY     - 1960     MONUMENTED       CGS
 QX0306
 QX0306                          STATION DESCRIPTION
 QX0306
 QX0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0306'1.0 MI N FROM 320 RANCH.
 QX0306'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 191 FROM THE ENTRANCE TO THE
 QX0306'320 RANCH, FORMERLY ELDRIDGE, SET IN THE TOP OF A GRANITE BOULDER
 QX0306'WHICH PROJECTS 16 INCHES, IN SECTION 22, R 4 E, T 8 S, 162 FEET EAST
 QX0306'OF THE CENTER LINE OF THE HIGHWAY, 159 FEET SOUTH OF THE SOUTHEAST
 QX0306'CORNER OF THE ALMART LODGE GARAGE, 113 FEET SOUTH OF A POWER POLE WITH
 QX0306'A TRANSFORMER, 24 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD
 QX0306'LEADING EAST, AND ABOUT 2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0116 ***********************************************************************
 QX0116  DESIGNATION -  G 162
 QX0116  PID         -  QX0116
 QX0116  STATE/COUNTY-  MT/YELLOWSTONE
 QX0116  USGS QUAD   -  GARDINER (1986)
 QX0116
 QX0116                         *CURRENT SURVEY CONTROL
 QX0116  ___________________________________________________________________
 QX0116* NAD 83(1986)-  45 00 40.     (N)    110 41 40.     (W)     SCALED    
 QX0116* NAVD 88     -      1654.162  (meters)    5427.03   (feet)  ADJUSTED  
 QX0116  ___________________________________________________________________
 QX0116  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 QX0116  DYNAMIC HT  -        1653.344 (meters)    5424.35  (feet)  COMP
 QX0116  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 QX0116
 QX0116  VERT ORDER  -  FIRST     CLASS II
 QX0116
 QX0116.The horizontal coordinates were scaled from a topographic map and have
 QX0116.an estimated accuracy of +/- 6 seconds.
 QX0116
 QX0116.The orthometric height was determined by differential leveling
 QX0116.and adjusted by the National Geodetic Survey in June 1991..
 QX0116
 QX0116.The geoid height was determined by GEOID03.
 QX0116
 QX0116.The dynamic height is computed by dividing the NAVD 88
 QX0116.geopotential number by the normal gravity value computed on the
 QX0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0116.degrees latitude (g = 980.6199 gals.).
 QX0116
 QX0116.The modeled gravity was interpolated from observed gravity values.
 QX0116
 QX0116;                    North         East    Units  Estimated Accuracy
 QX0116;SPC MT       -    85,320.      505,840.      MT  (+/- 180 meters Scaled)
 QX0116
 QX0116                          SUPERSEDED SURVEY CONTROL
 QX0116
 QX0116  NGVD 29 (08/20/92) 1652.959  (m)         5423.08   (f) ADJUSTED    1 2
 QX0116
 QX0116.Superseded values are not recommended for survey control.
 QX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0116.See file dsdata.txt to determine how the superseded data were derived.
 QX0116
 QX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ240842(NAD 83)
 QX0116_MARKER: DB = BENCH MARK DISK
 QX0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0116_SP_SET: BRIDGE
 QX0116_STAMPING: G 162 1960
 QX0116_MARK LOGO: CGS   
 QX0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0116+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 QX0116
 QX0116  HISTORY     - Date     Condition        Report By
 QX0116  HISTORY     - 1960     MONUMENTED       CGS
 QX0116  HISTORY     - 1983     GOOD             NGS
 QX0116  HISTORY     - 20011002 GOOD             NGS
 QX0116
 QX0116                          STATION DESCRIPTION
 QX0116
 QX0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0116'1.8 MI S FROM GARDINER.
 QX0116'ABOUT 0.15 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE NORTHERN PACIFIC
 QX0116'RAILWAY STATION AT GARDINER, THENCE 1.65 MILES SOUTH ALONG THE
 QX0116'GARDINER-MAMMOTH HOT SPRINGS HIGHWAY, IN YELLOWSTONE NATIONAL PARK, 17
 QX0116'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH
 QX0116'END OF THE EAST CONCRETE WALK ON THE CONCRETE HIGHWAY BRIDGE OVER THE
 QX0116'GARDINER RIVER, 1 1/2 FEET SOUTHWEST OF THE SOUTH END OF A STEEL GUARD
 QX0116'RAIL, 4 INCHES WEST OF A CONCRETE GUARD RAIL, AND ABOUT 1 FOOT ABOVE
 QX0116'THE LEVEL OF THE HIGHWAY.
 QX0116
 QX0116                          STATION RECOVERY (1983)
 QX0116
 QX0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0116'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2 MI)
 QX0116'WESTERLY ALONG MAIN STREET FROM ITS JUNCTION WITH U.S. HIGHWAY 89 IN
 QX0116'GARDINER, THENCE 2.7 KM (1.65 MI) SOUTHERLY ALONG THE YELLOWSTONE
 QX0116'NATIONAL PARK HIGHWAY, IN TOP OF THE SOUTH END OF THE EAST CONCRETE
 QX0116'ABUTMENT WALKWAY OF A HIGHWAY BRIDGE OVER THE GARDINER RIVER, AND
 QX0116'5.2 METERS (17.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 QX0116'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QX0116
 QX0116                          STATION RECOVERY (2001)
 QX0116
 QX0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 QX0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0218 ***********************************************************************
 SP0218  DESIGNATION -  G 163
 SP0218  PID         -  SP0218
 SP0218  STATE/COUNTY-  MT/MCCONE
 SP0218  USGS QUAD   -  CIRCLE SW (1983)
 SP0218
 SP0218                         *CURRENT SURVEY CONTROL
 SP0218  ___________________________________________________________________
 SP0218* NAD 83(1986)-  47 17 14.     (N)    105 43 27.     (W)     SCALED    
 SP0218* NAVD 88     -       817.247  (meters)    2681.25   (feet)  ADJUSTED  
 SP0218  ___________________________________________________________________
 SP0218  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 SP0218  DYNAMIC HT  -         817.245 (meters)    2681.24  (feet)  COMP
 SP0218  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 SP0218
 SP0218  VERT ORDER  -  SECOND    CLASS 0
 SP0218
 SP0218.The horizontal coordinates were scaled from a topographic map and have
 SP0218.an estimated accuracy of +/- 6 seconds.
 SP0218
 SP0218.The orthometric height was determined by differential leveling
 SP0218.and adjusted by the National Geodetic Survey in June 1991..
 SP0218
 SP0218.The geoid height was determined by GEOID03.
 SP0218
 SP0218.The dynamic height is computed by dividing the NAVD 88
 SP0218.geopotential number by the normal gravity value computed on the
 SP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0218.degrees latitude (g = 980.6199 gals.).
 SP0218
 SP0218.The modeled gravity was interpolated from observed gravity values.
 SP0218
 SP0218;                    North         East    Units  Estimated Accuracy
 SP0218;SPC MT       -   344,370.      885,350.      MT  (+/- 180 meters Scaled)
 SP0218
 SP0218                          SUPERSEDED SURVEY CONTROL
 SP0218
 SP0218  NGVD 29 (??/??/92)  816.635  (m)         2679.24   (f) ADJ UNCH    2 0
 SP0218
 SP0218.Superseded values are not recommended for survey control.
 SP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0218.See file dsdata.txt to determine how the superseded data were derived.
 SP0218
 SP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN452373(NAD 83)
 SP0218_MARKER: DB = BENCH MARK DISK
 SP0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0218_STAMPING: G 163 1934
 SP0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0218+STABILITY: SURFACE MOTION
 SP0218
 SP0218  HISTORY     - Date     Condition        Report By
 SP0218  HISTORY     - 1934     MONUMENTED       CGS
 SP0218  HISTORY     - 1934     GOOD             NGS
 SP0218  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0218
 SP0218                          STATION DESCRIPTION
 SP0218
 SP0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SP0218'2.4 MI SE FROM BROCKWAY.
 SP0218'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM BROCKWAY, 0.6 MILE
 SP0218'SOUTH OF THE JUNCTION WITH THE HIGHWAY LEADING TO GLENDIVE, AND 43
 SP0218'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 SP0218'G 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0218
 SP0218                          STATION RECOVERY (1977)
 SP0218
 SP0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0151 ***********************************************************************
 SP0151  DESIGNATION -  G 164
 SP0151  PID         -  SP0151
 SP0151  STATE/COUNTY-  MT/DAWSON
 SP0151  USGS QUAD   -  LINDSAY (1983)
 SP0151
 SP0151                         *CURRENT SURVEY CONTROL
 SP0151  ___________________________________________________________________
 SP0151* NAD 83(1986)-  47 14 47.     (N)    105 13 13.     (W)     SCALED    
 SP0151* NAVD 88     -       857.314  (meters)    2812.70   (feet)  ADJUSTED  
 SP0151  ___________________________________________________________________
 SP0151  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 SP0151  DYNAMIC HT  -         857.296 (meters)    2812.65  (feet)  COMP
 SP0151  MODELED GRAV-     980,562.2   (mgal)                       NAVD 88
 SP0151
 SP0151  VERT ORDER  -  SECOND    CLASS 0
 SP0151
 SP0151.The horizontal coordinates were scaled from a topographic map and have
 SP0151.an estimated accuracy of +/- 6 seconds.
 SP0151
 SP0151.The orthometric height was determined by differential leveling
 SP0151.and adjusted by the National Geodetic Survey in June 1991..
 SP0151
 SP0151.The geoid height was determined by GEOID03.
 SP0151
 SP0151.The dynamic height is computed by dividing the NAVD 88
 SP0151.geopotential number by the normal gravity value computed on the
 SP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0151.degrees latitude (g = 980.6199 gals.).
 SP0151
 SP0151.The modeled gravity was interpolated from observed gravity values.
 SP0151
 SP0151;                    North         East    Units  Estimated Accuracy
 SP0151;SPC MT       -   341,800.      923,640.      MT  (+/- 180 meters Scaled)
 SP0151
 SP0151                          SUPERSEDED SURVEY CONTROL
 SP0151
 SP0151  NGVD 29 (??/??/92)  856.696  (m)         2810.68   (f) ADJ UNCH    2 0
 SP0151
 SP0151.Superseded values are not recommended for survey control.
 SP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0151.See file dsdata.txt to determine how the superseded data were derived.
 SP0151
 SP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN833325(NAD 83)
 SP0151_MARKER: DB = BENCH MARK DISK
 SP0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0151_STAMPING: G-164 1934
 SP0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0151+STABILITY: SURFACE MOTION
 SP0151
 SP0151  HISTORY     - Date     Condition        Report By
 SP0151  HISTORY     - 1934     MONUMENTED       CGS
 SP0151
 SP0151                          STATION DESCRIPTION
 SP0151
 SP0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0151'3.7 MI NW FROM LINDSAY.
 SP0151'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE NORTHERN PACIFIC
 SP0151'RAILWAY STATION AT LINDSAY, DAWSON COUNTY, 17 YARDS NORTH OF THE
 SP0151'CENTERLINE OF THE HIGHWAY, AND 9 FEET EAST OF A RIGHT-OF-WAY FENCE
 SP0151'CORNER.  A STANDARD DISK, STAMPED G 164 1934 AND SET IN THE TOP OF A
 SP0151'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0152 ***********************************************************************
 SP0152  DESIGNATION -  G 164 RESET
 SP0152  PID         -  SP0152
 SP0152  STATE/COUNTY-  MT/DAWSON
 SP0152  USGS QUAD   -  LINDSAY (1983)
 SP0152
 SP0152                         *CURRENT SURVEY CONTROL
 SP0152  ___________________________________________________________________
 SP0152* NAD 83(1986)-  47 14 47.     (N)    105 13 13.     (W)     SCALED    
 SP0152* NAVD 88     -       856.62   (+/-2cm)    2810.4    (feet)  VERTCON   
 SP0152  ___________________________________________________________________
 SP0152  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 SP0152
 SP0152  VERT ORDER  -  THIRD (See Below)
 SP0152
 SP0152.The horizontal coordinates were scaled from a topographic map and have
 SP0152.an estimated accuracy of +/- 6 seconds.
 SP0152
 SP0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0152.The vertical order pertains to the NGVD 29 superseded value.
 SP0152
 SP0152.The geoid height was determined by GEOID03.
 SP0152
 SP0152;                    North         East    Units  Estimated Accuracy
 SP0152;SPC MT       -   341,800.      923,640.      MT  (+/- 180 meters Scaled)
 SP0152
 SP0152                          SUPERSEDED SURVEY CONTROL
 SP0152
 SP0152  NGVD 29 (03/30/06)  856.00   (m)         2808.4    (f) RESET       3  
 SP0152
 SP0152.Superseded values are not recommended for survey control.
 SP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0152.See file dsdata.txt to determine how the superseded data were derived.
 SP0152
 SP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN833325(NAD 83)
 SP0152_MARKER: DB = BENCH MARK DISK
 SP0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SP0152_SP_SET: CONCRETE BLOCK
 SP0152_STAMPING: G 164 RESET 1976
 SP0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0152
 SP0152  HISTORY     - Date     Condition        Report By
 SP0152  HISTORY     - 1976     MONUMENTED       MTDH
 SP0152
 SP0152                          STATION DESCRIPTION
 SP0152
 SP0152'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1976
 SP0152'3.8 MI W FROM LINDSAY.
 SP0152'ABOUT 3.8 MILES WEST OF B.N. RAILROAD DEPOT IN LINDSAY, MONTANA, 47
 SP0152'FEET NORTH OF CENTERLINE OF RAILROAD, 125 FEET EAST OF RAILROAD
 SP0152'MILEPOST 26, AND 83 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY NO. 200
 SP0152'S - - STANDARD DISK SET IN THE TOP OF A CONCRETE BLOCK EXTENDING ABOUT
 SP0152'3 INCHES ABOVE SURFACE OF GROUND.  NOTE-- (A 6-FOOT GALVANIZED STEEL
 SP0152'POST IS SET BESIDE B.M.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0739 ***********************************************************************
 SS0739  DESIGNATION -  G 165
 SS0739  PID         -  SS0739
 SS0739  STATE/COUNTY-  MT/CASCADE
 SS0739  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS0739
 SS0739                         *CURRENT SURVEY CONTROL
 SS0739  ___________________________________________________________________
 SS0739* NAD 83(1986)-  47 27 09.     (N)    111 11 01.     (W)     SCALED    
 SS0739* NAVD 88     -      1029.602  (meters)    3377.95   (feet)  ADJUSTED  
 SS0739  ___________________________________________________________________
 SS0739  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 SS0739  DYNAMIC HT  -        1029.528 (meters)    3377.71  (feet)  COMP
 SS0739  MODELED GRAV-     980,506.3   (mgal)                       NAVD 88
 SS0739
 SS0739  VERT ORDER  -  FIRST     CLASS II
 SS0739
 SS0739.The horizontal coordinates were scaled from a topographic map and have
 SS0739.an estimated accuracy of +/- 6 seconds.
 SS0739
 SS0739.The orthometric height was determined by differential leveling
 SS0739.and adjusted by the National Geodetic Survey in June 1991..
 SS0739
 SS0739.The geoid height was determined by GEOID03.
 SS0739
 SS0739.The dynamic height is computed by dividing the NAVD 88
 SS0739.geopotential number by the normal gravity value computed on the
 SS0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0739.degrees latitude (g = 980.6199 gals.).
 SS0739
 SS0739.The modeled gravity was interpolated from observed gravity values.
 SS0739
 SS0739;                    North         East    Units  Estimated Accuracy
 SS0739;SPC MT       -   357,220.      473,120.      MT  (+/- 180 meters Scaled)
 SS0739
 SS0739                          SUPERSEDED SURVEY CONTROL
 SS0739
 SS0739  NGVD 29 (??/??/92) 1028.702  (m)         3375.00   (f) ADJ UNCH    1 2
 SS0739
 SS0739.Superseded values are not recommended for survey control.
 SS0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0739.See file dsdata.txt to determine how the superseded data were derived.
 SS0739
 SS0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT861554(NAD 83)
 SS0739_MARKER: DB = BENCH MARK DISK
 SS0739_SETTING: 66 = SET IN ROCK OUTCROP
 SS0739_SP_SET: OUTCROP
 SS0739_STAMPING: G 165 1961
 SS0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0739+STABILITY: POSITION/ELEVATION WELL
 SS0739
 SS0739  HISTORY     - Date     Condition        Report By
 SS0739  HISTORY     - 1961     MONUMENTED       CGS
 SS0739  HISTORY     - 1965     GOOD             USGS
 SS0739
 SS0739                          STATION DESCRIPTION
 SS0739
 SS0739'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SS0739'0.9 MI W FROM GERBER.
 SS0739'ABOUT 0.9 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0739'SIGN AT GERBER, IN SECTION 26, T 20 N., R4E., ABOUT 0.2 MILE WEST OF
 SS0739'EAST ENTRANCE INTO GROUP OF RANCH BUILDINGS, 178 FEET SOUTH OF NORTH
 SS0739'RAIL, SET IN A ROCK OUTCROP ON NORTH SLOPE OF HILL, 104 FEET SOUTH OF
 SS0739'CENTERLINE OF COUNTY ROAD THAT PARALLELS TRACK, 83 FEET WEST OF A
 SS0739'FENCE LEADING SOUTH, 69 FEET SOUTH OF A TELEPHONE POLE AND ABOUT 4
 SS0739'FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0372 ***********************************************************************
 SS0372  DESIGNATION -  G 166
 SS0372  PID         -  SS0372
 SS0372  STATE/COUNTY-  MT/JUDITH BASIN
 SS0372  USGS QUAD   -  RAYNESFORD (1995)
 SS0372
 SS0372                         *CURRENT SURVEY CONTROL
 SS0372  ___________________________________________________________________
 SS0372* NAD 83(1986)-  47 15 53.     (N)    110 42 48.     (W)     SCALED    
 SS0372* NAVD 88     -      1256.166  (meters)    4121.27   (feet)  ADJUSTED  
 SS0372  ___________________________________________________________________
 SS0372  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 SS0372  DYNAMIC HT  -        1256.005 (meters)    4120.74  (feet)  COMP
 SS0372  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 SS0372
 SS0372  VERT ORDER  -  FIRST     CLASS II
 SS0372
 SS0372.The horizontal coordinates were scaled from a topographic map and have
 SS0372.an estimated accuracy of +/- 6 seconds.
 SS0372
 SS0372.The orthometric height was determined by differential leveling
 SS0372.and adjusted by the National Geodetic Survey in June 1991..
 SS0372
 SS0372.The geoid height was determined by GEOID03.
 SS0372
 SS0372.The dynamic height is computed by dividing the NAVD 88
 SS0372.geopotential number by the normal gravity value computed on the
 SS0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0372.degrees latitude (g = 980.6199 gals.).
 SS0372
 SS0372.The modeled gravity was interpolated from observed gravity values.
 SS0372
 SS0372;                    North         East    Units  Estimated Accuracy
 SS0372;SPC MT       -   335,700.      508,230.      MT  (+/- 180 meters Scaled)
 SS0372
 SS0372                          SUPERSEDED SURVEY CONTROL
 SS0372
 SS0372  NGVD 29 (??/??/92) 1255.211  (m)         4118.14   (f) ADJ UNCH    1 2
 SS0372
 SS0372.Superseded values are not recommended for survey control.
 SS0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0372.See file dsdata.txt to determine how the superseded data were derived.
 SS0372
 SS0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT216346(NAD 83)
 SS0372_MARKER: DB = BENCH MARK DISK
 SS0372_SETTING: 66 = SET IN ROCK OUTCROP
 SS0372_SP_SET: OUTCROP
 SS0372_STAMPING: G 166 1961
 SS0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0372+STABILITY: POSITION/ELEVATION WELL
 SS0372
 SS0372  HISTORY     - Date     Condition        Report By
 SS0372  HISTORY     - 1961     MONUMENTED       CGS
 SS0372  HISTORY     - 1973     MARK NOT FOUND   USGS
 SS0372
 SS0372                          STATION DESCRIPTION
 SS0372
 SS0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0372'1.2 MI SE FROM RAYNESFORD.
 SS0372'ABOUT 1.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0372'STATION AT RAYNESFORD, IN SECTION 4, T 17 N, R 8 E, 4 POLES NORTHEAST
 SS0372'OF MILEPOST 182, 46 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE
 SS0372'TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND, 47 FEET NORTH OF
 SS0372'THE NORTH CORNER OF A SECTION CAR SETOFF, 2 FEET SOUTHEAST OF A FENCE,
 SS0372'AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
 SS0372
 SS0372                          STATION RECOVERY (1973)
 SS0372
 SS0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SS0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0088 ***********************************************************************
 SS0088  DESIGNATION -  G 167
 SS0088  PID         -  SS0088
 SS0088  STATE/COUNTY-  MT/JUDITH BASIN
 SS0088  USGS QUAD   -  STANFORD (1978)
 SS0088
 SS0088                         *CURRENT SURVEY CONTROL
 SS0088  ___________________________________________________________________
 SS0088* NAD 83(1986)-  47 07 59.     (N)    110 12 18.     (W)     SCALED    
 SS0088* NAVD 88     -      1305.695  (meters)    4283.77   (feet)  ADJUSTED  
 SS0088  ___________________________________________________________________
 SS0088  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 SS0088  DYNAMIC HT  -        1305.507 (meters)    4283.15  (feet)  COMP
 SS0088  MODELED GRAV-     980,423.6   (mgal)                       NAVD 88
 SS0088
 SS0088  VERT ORDER  -  FIRST     CLASS II
 SS0088
 SS0088.The horizontal coordinates were scaled from a topographic map and have
 SS0088.an estimated accuracy of +/- 6 seconds.
 SS0088
 SS0088.The orthometric height was determined by differential leveling
 SS0088.and adjusted by the National Geodetic Survey in June 1991..
 SS0088
 SS0088.The geoid height was determined by GEOID03.
 SS0088
 SS0088.The dynamic height is computed by dividing the NAVD 88
 SS0088.geopotential number by the normal gravity value computed on the
 SS0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0088.degrees latitude (g = 980.6199 gals.).
 SS0088
 SS0088.The modeled gravity was interpolated from observed gravity values.
 SS0088
 SS0088;                    North         East    Units  Estimated Accuracy
 SS0088;SPC MT       -   320,600.      546,550.      MT  (+/- 180 meters Scaled)
 SS0088
 SS0088                          SUPERSEDED SURVEY CONTROL
 SS0088
 SS0088  NGVD 29 (??/??/92) 1304.767  (m)         4280.72   (f) ADJ UNCH    1 2
 SS0088
 SS0088.Superseded values are not recommended for survey control.
 SS0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0088.See file dsdata.txt to determine how the superseded data were derived.
 SS0088
 SS0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT602202(NAD 83)
 SS0088_MARKER: DB = BENCH MARK DISK
 SS0088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0088_SP_SET: 14 FT.
 SS0088_STAMPING: G 167 1961
 SS0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0088
 SS0088  HISTORY     - Date     Condition        Report By
 SS0088  HISTORY     - 1961     MONUMENTED       CGS
 SS0088
 SS0088                          STATION DESCRIPTION
 SS0088
 SS0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0088'1.6 MI SE FROM STANFORD.
 SS0088'ABOUT 1.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0088'STATION AT STANFORD, IN SECTION 21, T 16 N, R 12 E, 11 POLES WEST OF
 SS0088'MILEPOST 152, 44 FEET NORTH OF THE NORTH RAIL, 81 FEET EAST OF A POWER
 SS0088'POLE, 11 FEET EAST OF A FENCE LEADING NORTH, 3 FEET SOUTH OF A FENCE,
 SS0088'1.5 FEET WEST OF A METAL WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH
 SS0088'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED
 SS0088'IN A 6-INCH TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0392 ***********************************************************************
 SR0392  DESIGNATION -  G 168
 SR0392  PID         -  SR0392
 SR0392  STATE/COUNTY-  MT/FERGUS
 SR0392  USGS QUAD   -  HILGER (1985)
 SR0392
 SR0392                         *CURRENT SURVEY CONTROL
 SR0392  ___________________________________________________________________
 SR0392* NAD 83(1986)-  47 18 28.     (N)    109 18 17.     (W)     SCALED    
 SR0392* NAVD 88     -      1198.789  (meters)    3933.03   (feet)  ADJUSTED  
 SR0392  ___________________________________________________________________
 SR0392  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 SR0392  DYNAMIC HT  -        1198.683 (meters)    3932.68  (feet)  COMP
 SR0392  MODELED GRAV-     980,482.4   (mgal)                       NAVD 88
 SR0392
 SR0392  VERT ORDER  -  FIRST     CLASS II
 SR0392
 SR0392.The horizontal coordinates were scaled from a topographic map and have
 SR0392.an estimated accuracy of +/- 6 seconds.
 SR0392
 SR0392.The orthometric height was determined by differential leveling
 SR0392.and adjusted by the National Geodetic Survey in June 1991..
 SR0392
 SR0392.The geoid height was determined by GEOID03.
 SR0392
 SR0392.The dynamic height is computed by dividing the NAVD 88
 SR0392.geopotential number by the normal gravity value computed on the
 SR0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0392.degrees latitude (g = 980.6199 gals.).
 SR0392
 SR0392.The modeled gravity was interpolated from observed gravity values.
 SR0392
 SR0392;                    North         East    Units  Estimated Accuracy
 SR0392;SPC MT       -   339,790.      614,760.      MT  (+/- 180 meters Scaled)
 SR0392
 SR0392                          SUPERSEDED SURVEY CONTROL
 SR0392
 SR0392  NGVD 29 (??/??/92) 1197.921  (m)         3930.18   (f) ADJ UNCH    1 2
 SR0392
 SR0392.Superseded values are not recommended for survey control.
 SR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0392.See file dsdata.txt to determine how the superseded data were derived.
 SR0392
 SR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT281407(NAD 83)
 SR0392_MARKER: DB = BENCH MARK DISK
 SR0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0392_STAMPING: G 168 1961
 SR0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0392+STABILITY: SURFACE MOTION
 SR0392
 SR0392  HISTORY     - Date     Condition        Report By
 SR0392  HISTORY     - 1961     MONUMENTED       CGS
 SR0392
 SR0392                          STATION DESCRIPTION
 SR0392
 SR0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0392'1.1 MI NW FROM ROY JUNCTION.
 SR0392'ABOUT 1.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0392'PACIFIC RAILROAD FROM THE STATION SIGN AT ROY JUNCTION, IN SECTION 21,
 SR0392'T 18 N, R 19 E, 0.1 MILE WEST OF MILEPOST 1, 0.2 MILE EAST OF A
 SR0392'PRIVATE ROAD CROSSING, 35 FEET SOUTH OF THE SOUTH RAIL, 12 FEET NORTH
 SR0392'OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 SR0392'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SR0392'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0574 ***********************************************************************
 SR0574  DESIGNATION -  G 169
 SR0574  PID         -  SR0574
 SR0574  STATE/COUNTY-  MT/FERGUS
 SR0574  USGS QUAD   -  ROSS FORK (1970)
 SR0574
 SR0574                         *CURRENT SURVEY CONTROL
 SR0574  ___________________________________________________________________
 SR0574* NAD 83(1986)-  47 06 25.     (N)    109 43 39.     (W)     SCALED    
 SR0574* NAVD 88     -      1177.991  (meters)    3864.79   (feet)  ADJUSTED  
 SR0574  ___________________________________________________________________
 SR0574  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 SR0574  DYNAMIC HT  -        1177.858 (meters)    3864.36  (feet)  COMP
 SR0574  MODELED GRAV-     980,458.8   (mgal)                       NAVD 88
 SR0574
 SR0574  VERT ORDER  -  FIRST     CLASS II
 SR0574
 SR0574.The horizontal coordinates were scaled from a topographic map and have
 SR0574.an estimated accuracy of +/- 6 seconds.
 SR0574
 SR0574.The orthometric height was determined by differential leveling
 SR0574.and adjusted by the National Geodetic Survey in June 1991..
 SR0574
 SR0574.The geoid height was determined by GEOID03.
 SR0574
 SR0574.The dynamic height is computed by dividing the NAVD 88
 SR0574.geopotential number by the normal gravity value computed on the
 SR0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0574.degrees latitude (g = 980.6199 gals.).
 SR0574
 SR0574.The modeled gravity was interpolated from observed gravity values.
 SR0574
 SR0574;                    North         East    Units  Estimated Accuracy
 SR0574;SPC MT       -   317,480.      582,740.      MT  (+/- 180 meters Scaled)
 SR0574
 SR0574                          SUPERSEDED SURVEY CONTROL
 SR0574
 SR0574  NGVD 29 (??/??/92) 1177.104  (m)         3861.88   (f) ADJ UNCH    1 2
 SR0574
 SR0574.Superseded values are not recommended for survey control.
 SR0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0574.See file dsdata.txt to determine how the superseded data were derived.
 SR0574
 SR0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT965178(NAD 83)
 SR0574_MARKER: DB = BENCH MARK DISK
 SR0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0574_STAMPING: G 169 1961
 SR0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0574+STABILITY: SURFACE MOTION
 SR0574
 SR0574  HISTORY     - Date     Condition        Report By
 SR0574  HISTORY     - 1961     MONUMENTED       CGS
 SR0574
 SR0574                          STATION DESCRIPTION
 SR0574
 SR0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0574'2.6 MI E FROM KOLIN.
 SR0574'ABOUT 2.6 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0574'AT KOLIN, OR 4.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM
 SR0574'THE STATION AT ROSSFORK, IN SECTION 32, T 16 N, R 16 E, 3 1/2 FEET
 SR0574'NORTHWEST OF MILEPOST 10, 96 FEET NORTHEAST OF THE NORTHEAST RAIL, 69
 SR0574'FEET SOUTHEAST OF THE FOURTH POLE NORTHEAST OF MILEPOST 10, 1 1/2 FEET
 SR0574'SOUTHWEST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST,
 SR0574'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SR0574'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0546 ***********************************************************************
 SR0546  DESIGNATION -  G 170
 SR0546  PID         -  SR0546
 SR0546  STATE/COUNTY-  MT/FERGUS
 SR0546  USGS QUAD   -  PIKE CREEK (1985)
 SR0546
 SR0546                         *CURRENT SURVEY CONTROL
 SR0546  ___________________________________________________________________
 SR0546* NAD 83(1986)-  47 00 33.     (N)    109 16 58.     (W)     SCALED    
 SR0546* NAVD 88     -      1307.135  (meters)    4288.49   (feet)  ADJUSTED  
 SR0546  ___________________________________________________________________
 SR0546  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 SR0546  DYNAMIC HT  -        1306.961 (meters)    4287.92  (feet)  COMP
 SR0546  MODELED GRAV-     980,433.8   (mgal)                       NAVD 88
 SR0546
 SR0546  VERT ORDER  -  SECOND    CLASS 0
 SR0546
 SR0546.The horizontal coordinates were scaled from a topographic map and have
 SR0546.an estimated accuracy of +/- 6 seconds.
 SR0546
 SR0546.The orthometric height was determined by differential leveling
 SR0546.and adjusted by the National Geodetic Survey in June 1991..
 SR0546
 SR0546.The geoid height was determined by GEOID03.
 SR0546
 SR0546.The dynamic height is computed by dividing the NAVD 88
 SR0546.geopotential number by the normal gravity value computed on the
 SR0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0546.degrees latitude (g = 980.6199 gals.).
 SR0546
 SR0546.The modeled gravity was interpolated from observed gravity values.
 SR0546
 SR0546;                    North         East    Units  Estimated Accuracy
 SR0546;SPC MT       -   306,620.      616,510.      MT  (+/- 180 meters Scaled)
 SR0546
 SR0546                          SUPERSEDED SURVEY CONTROL
 SR0546
 SR0546  NGVD 29 (??/??/92) 1306.253  (m)         4285.60   (f) ADJ UNCH    2 0
 SR0546
 SR0546.Superseded values are not recommended for survey control.
 SR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0546.See file dsdata.txt to determine how the superseded data were derived.
 SR0546
 SR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT305076(NAD 83)
 SR0546_MARKER: DB = BENCH MARK DISK
 SR0546_SETTING: 66 = SET IN ROCK OUTCROP
 SR0546_SP_SET: OUTCROP
 SR0546_STAMPING: G 170 1961
 SR0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0546+STABILITY: POSITION/ELEVATION WELL
 SR0546
 SR0546  HISTORY     - Date     Condition        Report By
 SR0546  HISTORY     - 1961     MONUMENTED       CGS
 SR0546
 SR0546                          STATION DESCRIPTION
 SR0546
 SR0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0546'1.3 MI NW FROM HEATH.
 SR0546'ABOUT 1.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0546'PACIFIC RAILROAD FROM THE GYPSUM PLANT AT HEATH, IN SECTION 2, T 14 N,
 SR0546'R 19 E, 0.2 MILE SOUTHEAST OF A GROUP OF FARM BUILDING AT A ROAD
 SR0546'JUNCTION, 0.1 MILE NORTHWEST OF MILEPOST 9, 86 FEET NORTHEAST OF THE
 SR0546'NORTHEAST RAIL, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 3 FEET
 SR0546'ABOVE THE GROUND ON THE SOUTHWEST SIDE, 49 FEET NORTHEAST OF THE
 SR0546'CENTER LINE OF A GRAVELED ROAD, 22 FEET SOUTHWEST OF A FENCE, ABOUT 20
 SR0546'FEET ABOVE THE LEVEL OF THE GRAVELED ROAD, AND ABOUT 30 FEET ABOVE THE
 SR0546'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0457 ***********************************************************************
 SR0457  DESIGNATION -  G 171
 SR0457  PID         -  SR0457
 SR0457  STATE/COUNTY-  MT/FERGUS
 SR0457  USGS QUAD   -  ARMELLS (1985)
 SR0457
 SR0457                         *CURRENT SURVEY CONTROL
 SR0457  ___________________________________________________________________
 SR0457* NAD 83(1986)-  47 17 59.     (N)    109 09 05.     (W)     SCALED    
 SR0457* NAVD 88     -      1212.917  (meters)    3979.38   (feet)  ADJUSTED  
 SR0457  ___________________________________________________________________
 SR0457  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 SR0457  DYNAMIC HT  -        1212.801 (meters)    3979.00  (feet)  COMP
 SR0457  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 SR0457
 SR0457  VERT ORDER  -  SECOND    CLASS 0
 SR0457
 SR0457.The horizontal coordinates were scaled from a topographic map and have
 SR0457.an estimated accuracy of +/- 6 seconds.
 SR0457
 SR0457.The orthometric height was determined by differential leveling
 SR0457.and adjusted by the National Geodetic Survey in June 1991..
 SR0457
 SR0457.The geoid height was determined by GEOID03.
 SR0457
 SR0457.The dynamic height is computed by dividing the NAVD 88
 SR0457.geopotential number by the normal gravity value computed on the
 SR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0457.degrees latitude (g = 980.6199 gals.).
 SR0457
 SR0457.The modeled gravity was interpolated from observed gravity values.
 SR0457
 SR0457;                    North         East    Units  Estimated Accuracy
 SR0457;SPC MT       -   338,940.      626,350.      MT  (+/- 180 meters Scaled)
 SR0457
 SR0457                          SUPERSEDED SURVEY CONTROL
 SR0457
 SR0457  NGVD 29 (??/??/92) 1212.058  (m)         3976.56   (f) ADJ UNCH    2 0
 SR0457
 SR0457.Superseded values are not recommended for survey control.
 SR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0457.See file dsdata.txt to determine how the superseded data were derived.
 SR0457
 SR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT397401(NAD 83)
 SR0457_MARKER: DB = BENCH MARK DISK
 SR0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0457_STAMPING: G 171 1961
 SR0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0457+STABILITY: SURFACE MOTION
 SR0457
 SR0457  HISTORY     - Date     Condition        Report By
 SR0457  HISTORY     - 1961     MONUMENTED       CGS
 SR0457  HISTORY     - 1979     GOOD             USGS
 SR0457
 SR0457                          STATION DESCRIPTION
 SR0457
 SR0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0457'3.3 MI SE FROM ARMELLS.
 SR0457'ABOUT 3.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0457'PACIFIC RAILROAD FROM THE STATION SIGN AT ARMELLS, OR 4.25 MILES
 SR0457'SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SR0457'FROM THE STORE AND POST OFFICE AT FERGUS, IN SECTION 27, T 18 N, R 20
 SR0457'E, ABOUT 0.6 MILE EAST OF A ROAD CROSSING, 0.1 MILE EAST OF THE EAST
 SR0457'END OF A CUT, 13 1/2 FEET SOUTH OF MILEPOST 33, 43 FEET SOUTH OF THE
 SR0457'SOUTH RAIL, 3 1/2 FEET NORTH OF A FENCE, 1.0 FOOT WEST OF A METAL
 SR0457'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 SR0457'CONCRETE POST PROJECTING 6 INCHES.
 SR0457
 SR0457                          STATION RECOVERY (1979)
 SR0457
 SR0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0457'ABOUT 3.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0457'PACIFIC RR GRADE FROM THE ARMELLS STOCKPENS, OR 4.25 MILES SOUTHWEST
 SR0457'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RR GRADE FROM THE
 SR0457'STORE AND POST OFFICE AT FERGUS, IN SECTION 27, T 18N, R 20E, ABOUT
 SR0457'.6 MILE EAST OF A ROAD CROSSING, .1 MILE EAST OF THE EAST END OF A
 SR0457'CUT, 1 FOOT WEST OF A METAL WITNESS POST, 95 FEET SOUTHWEST OF A
 SR0457'FENCE, 45 FEET SOUTH OF THE CENTERLINE OF THE RR GRADE, 1.3 FEET
 SR0457'HIGHER THAN THE RR GRADE AND SET IN THE TOP OF A CONCRETE POST
 SR0457'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0138 ***********************************************************************
 SR0138  DESIGNATION -  G 172
 SR0138  PID         -  SR0138
 SR0138  STATE/COUNTY-  MT/FERGUS
 SR0138  USGS QUAD   -  GRASS RANGE NE (1986)
 SR0138
 SR0138                         *CURRENT SURVEY CONTROL
 SR0138  ___________________________________________________________________
 SR0138* NAD 83(1986)-  47 11 35.     (N)    108 48 30.     (W)     SCALED    
 SR0138* NAVD 88     -      1003.780  (meters)    3293.23   (feet)  ADJUSTED  
 SR0138  ___________________________________________________________________
 SR0138  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 SR0138  DYNAMIC HT  -        1003.721 (meters)    3293.04  (feet)  COMP
 SR0138  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 SR0138
 SR0138  VERT ORDER  -  SECOND    CLASS 0
 SR0138
 SR0138.The horizontal coordinates were scaled from a topographic map and have
 SR0138.an estimated accuracy of +/- 6 seconds.
 SR0138
 SR0138.The orthometric height was determined by differential leveling
 SR0138.and adjusted by the National Geodetic Survey in June 1991..
 SR0138
 SR0138.The geoid height was determined by GEOID03.
 SR0138
 SR0138.The dynamic height is computed by dividing the NAVD 88
 SR0138.geopotential number by the normal gravity value computed on the
 SR0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0138.degrees latitude (g = 980.6199 gals.).
 SR0138
 SR0138.The modeled gravity was interpolated from observed gravity values.
 SR0138
 SR0138;                    North         East    Units  Estimated Accuracy
 SR0138;SPC MT       -   327,260.      652,380.      MT  (+/- 180 meters Scaled)
 SR0138
 SR0138                          SUPERSEDED SURVEY CONTROL
 SR0138
 SR0138  NGVD 29 (??/??/92) 1002.998  (m)         3290.67   (f) ADJ UNCH    2 0
 SR0138
 SR0138.Superseded values are not recommended for survey control.
 SR0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0138.See file dsdata.txt to determine how the superseded data were derived.
 SR0138
 SR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT660289(NAD 83)
 SR0138_MARKER: DB = BENCH MARK DISK
 SR0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0138_STAMPING: G 172 1961
 SR0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0138+STABILITY: SURFACE MOTION
 SR0138
 SR0138  HISTORY     - Date     Condition        Report By
 SR0138  HISTORY     - 1961     MONUMENTED       CGS
 SR0138  HISTORY     - 1979     GOOD             USGS
 SR0138
 SR0138                          STATION DESCRIPTION
 SR0138
 SR0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0138'12.2 MI N FROM GRASS RANGE.
 SR0138'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0138'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.3 MILE WEST
 SR0138'ALONG STATE HIGHWAY 20, THENCE 2.35 MILES NORTH ALONG A GRADED DIRT
 SR0138'ROAD, THENCE 7.65 MILES NORTH ALONG STATE HIGHWAY 19, THENCE 1.05
 SR0138'MILES NORTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 32, T 17 N, R 23
 SR0138'E, 0.4 MILE SOUTHEAST OF A WOODEN BRIDGE OVER THE SOUTH FORK OF BEAR
 SR0138'CREEK, 58 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 85 FEET
 SR0138'NORTHEAST OF AND ACROSS THE ROAD FROM A FENCE, 1.5 FEET EAST OF A
 SR0138'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SR0138'CONCRETE POST PROJECTING 6 INCHES.
 SR0138
 SR0138                          STATION RECOVERY (1979)
 SR0138
 SR0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0138'FROM THE POST OFFICE IN GRASS RANGE. GO NORTH 0.05 MILE TO A STREET
 SR0138'GOING EAST OUT OF TOWN, THENCE 0.25 MILE EAST TO THE JUNCTION OF
 SR0138'STATE HIGHWAY 87, TURN NORTH ON 87 FOR 1.1 MILE TO JUNCTION OF STATE
 SR0138'HIGHWAYS 200 AND 19, THENCE CONTINUE NORTH ON STATE HIGHWAY 19 FOR
 SR0138'9.3 MILES TO TRACK ROAD WEST, GO WEST AND NORTH ON TRACK ROAD FOR 0.1
 SR0138'MILE TO GATE, CONTINUE ON TRACK ROAD NORTH FOR 0.9 MILE TO BM. 0.4
 SR0138'MILE SOUTHEAST OF BRIDGE OVER SOUTH FORK OF BEAR CREEK, IN SEC. 32, T
 SR0138'17 N, R 23 E, 55 FEET NORTHEAST OF CENTER OF ROAD, 1.5 FEET EAST OF A
 SR0138'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 SR0138'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0205 ***********************************************************************
 SR0205  DESIGNATION -  G 173
 SR0205  PID         -  SR0205
 SR0205  STATE/COUNTY-  MT/FERGUS
 SR0205  USGS QUAD   -  ROY (1985)
 SR0205
 SR0205                         *CURRENT SURVEY CONTROL
 SR0205  ___________________________________________________________________
 SR0205* NAD 83(1986)-  47 16 55.     (N)    108 56 51.     (W)     SCALED    
 SR0205* NAVD 88     -      1071.022  (meters)    3513.84   (feet)  ADJUSTED  
 SR0205  ___________________________________________________________________
 SR0205  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SR0205  DYNAMIC HT  -        1070.954 (meters)    3513.62  (feet)  COMP
 SR0205  MODELED GRAV-     980,511.8   (mgal)                       NAVD 88
 SR0205
 SR0205  VERT ORDER  -  SECOND    CLASS 0
 SR0205
 SR0205.The horizontal coordinates were scaled from a topographic map and have
 SR0205.an estimated accuracy of +/- 6 seconds.
 SR0205
 SR0205.The orthometric height was determined by differential leveling
 SR0205.and adjusted by the National Geodetic Survey in June 1991..
 SR0205
 SR0205.The geoid height was determined by GEOID03.
 SR0205
 SR0205.The dynamic height is computed by dividing the NAVD 88
 SR0205.geopotential number by the normal gravity value computed on the
 SR0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0205.degrees latitude (g = 980.6199 gals.).
 SR0205
 SR0205.The modeled gravity was interpolated from observed gravity values.
 SR0205
 SR0205;                    North         East    Units  Estimated Accuracy
 SR0205;SPC MT       -   337,050.      641,770.      MT  (+/- 180 meters Scaled)
 SR0205
 SR0205                          SUPERSEDED SURVEY CONTROL
 SR0205
 SR0205  NGVD 29 (??/??/92) 1070.214  (m)         3511.19   (f) ADJ UNCH    2 0
 SR0205
 SR0205.Superseded values are not recommended for survey control.
 SR0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0205.See file dsdata.txt to determine how the superseded data were derived.
 SR0205
 SR0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT552385(NAD 83)
 SR0205_MARKER: DB = BENCH MARK DISK
 SR0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0205_STAMPING: G 173 1961
 SR0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0205+STABILITY: SURFACE MOTION
 SR0205
 SR0205  HISTORY     - Date     Condition        Report By
 SR0205  HISTORY     - 1961     MONUMENTED       CGS
 SR0205
 SR0205                          STATION DESCRIPTION
 SR0205
 SR0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0205'5.05 MI SW FROM ROY.
 SR0205'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0205'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 3.0
 SR0205'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 32, T 18 N, R 23
 SR0205'E, ABOUT 0.1 MILE NORTHEAST OF A RANCH HOUSE, 32 FEET WEST OF THE
 SR0205'CENTER LINE OF THE ROAD, 61 FEET NORTH OF A LARGE METAL CULVERT, 42
 SR0205'FEET NORTH OF A POWER POLE, 7 1/2 FEET SOUTH OF A CORNER FENCE POST, 2
 SR0205'FEET EAST OF A FENCE 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 SR0205'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SR0205'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0532 ***********************************************************************
 SR0532  DESIGNATION -  G 174
 SR0532  PID         -  SR0532
 SR0532  STATE/COUNTY-  MT/FERGUS
 SR0532  USGS QUAD   -  HORSETHIEF COULEE EAST (1985)
 SR0532
 SR0532                         *CURRENT SURVEY CONTROL
 SR0532  ___________________________________________________________________
 SR0532* NAD 83(1986)-  47 03 43.     (N)    109 03 05.     (W)     SCALED    
 SR0532* NAVD 88     -      1162.372  (meters)    3813.55   (feet)  ADJUSTED  
 SR0532  ___________________________________________________________________
 SR0532  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 SR0532  DYNAMIC HT  -        1162.257 (meters)    3813.17  (feet)  COMP
 SR0532  MODELED GRAV-     980,474.0   (mgal)                       NAVD 88
 SR0532
 SR0532  VERT ORDER  -  SECOND    CLASS 0
 SR0532
 SR0532.The horizontal coordinates were scaled from a topographic map and have
 SR0532.an estimated accuracy of +/- 6 seconds.
 SR0532
 SR0532.The orthometric height was determined by differential leveling
 SR0532.and adjusted by the National Geodetic Survey in June 1991..
 SR0532
 SR0532.The geoid height was determined by GEOID03.
 SR0532
 SR0532.The dynamic height is computed by dividing the NAVD 88
 SR0532.geopotential number by the normal gravity value computed on the
 SR0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0532.degrees latitude (g = 980.6199 gals.).
 SR0532
 SR0532.The modeled gravity was interpolated from observed gravity values.
 SR0532
 SR0532;                    North         East    Units  Estimated Accuracy
 SR0532;SPC MT       -   312,560.      634,060.      MT  (+/- 180 meters Scaled)
 SR0532
 SR0532                          SUPERSEDED SURVEY CONTROL
 SR0532
 SR0532  NGVD 29 (??/??/92) 1161.546  (m)         3810.84   (f) ADJ UNCH    2 0
 SR0532
 SR0532.Superseded values are not recommended for survey control.
 SR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0532.See file dsdata.txt to determine how the superseded data were derived.
 SR0532
 SR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT479138(NAD 83)
 SR0532_MARKER: DB = BENCH MARK DISK
 SR0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0532_STAMPING: G 174 1961
 SR0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0532+STABILITY: SURFACE MOTION
 SR0532
 SR0532  HISTORY     - Date     Condition        Report By
 SR0532  HISTORY     - 1961     MONUMENTED       CGS
 SR0532
 SR0532                          STATION DESCRIPTION
 SR0532
 SR0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0532'18.75 MI E FROM LEWISTOWN.
 SR0532'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0532'STATION AT LEWISTOWN, THENCE 18.55 MILES EAST ALONG U. S. HIGHWAY 87
 SR0532'AND STATE HIGHWAY 20, IN SECTION 15, T 15 N, R 21 E, 0.15 MILE EAST OF
 SR0532'THE JUNCTION OF THE HIGHWAY AND A GRADED DIRT ROAD LEADING NORTH, 60
 SR0532'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 298 FEET EAST OF THE
 SR0532'NORTHEAST CORNER OF A WOODEN BRIDGE, 57 FEET WEST OF THE CENTER OF A
 SR0532'GATE, 28 FEET WEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A FENCE,
 SR0532'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 SR0532'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SR0532'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0208 ***********************************************************************
 SS0208  DESIGNATION -  G 175
 SS0208  PID         -  SS0208
 SS0208  STATE/COUNTY-  MT/JUDITH BASIN
 SS0208  USGS QUAD   -  GEYSER (1979)
 SS0208
 SS0208                         *CURRENT SURVEY CONTROL
 SS0208  ___________________________________________________________________
 SS0208* NAD 83(1986)-  47 21 12.     (N)    110 28 03.     (W)     SCALED    
 SS0208* NAVD 88     -      1274.758  (meters)    4182.27   (feet)  ADJUSTED  
 SS0208  ___________________________________________________________________
 SS0208  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 SS0208  DYNAMIC HT  -        1274.624 (meters)    4181.83  (feet)  COMP
 SS0208  MODELED GRAV-     980,462.9   (mgal)                       NAVD 88
 SS0208
 SS0208  VERT ORDER  -  SECOND    CLASS 0
 SS0208
 SS0208.The horizontal coordinates were scaled from a topographic map and have
 SS0208.an estimated accuracy of +/- 6 seconds.
 SS0208
 SS0208.The orthometric height was determined by differential leveling
 SS0208.and adjusted by the National Geodetic Survey in June 1991..
 SS0208
 SS0208.The geoid height was determined by GEOID03.
 SS0208
 SS0208.The dynamic height is computed by dividing the NAVD 88
 SS0208.geopotential number by the normal gravity value computed on the
 SS0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0208.degrees latitude (g = 980.6199 gals.).
 SS0208
 SS0208.The modeled gravity was interpolated from observed gravity values.
 SS0208
 SS0208;                    North         East    Units  Estimated Accuracy
 SS0208;SPC MT       -   345,290.      526,950.      MT  (+/- 180 meters Scaled)
 SS0208
 SS0208                          SUPERSEDED SURVEY CONTROL
 SS0208
 SS0208  NGVD 29 (??/??/92) 1273.841  (m)         4179.26   (f) ADJ UNCH    2 0
 SS0208
 SS0208.Superseded values are not recommended for survey control.
 SS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0208.See file dsdata.txt to determine how the superseded data were derived.
 SS0208
 SS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT402445(NAD 83)
 SS0208_MARKER: DB = BENCH MARK DISK
 SS0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0208_STAMPING: G 175 1961
 SS0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0208+STABILITY: SURFACE MOTION
 SS0208
 SS0208  HISTORY     - Date     Condition        Report By
 SS0208  HISTORY     - 1961     MONUMENTED       CGS
 SS0208
 SS0208                          STATION DESCRIPTION
 SS0208
 SS0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0208'7.2 MI N FROM GEYSER.
 SS0208'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0208'AT GEYSER, THENCE 7.05 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0208'4, T 18 N, R 10 E, ABOUT 100 YARDS NORTH OF THE CREST OF A HILL, 52
 SS0208'FEET EAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE,
 SS0208'1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 SS0208'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SS0208'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0789 ***********************************************************************
 SR0789  DESIGNATION -  G 176
 SR0789  PID         -  SR0789
 SR0789  STATE/COUNTY-  MT/FERGUS
 SR0789  USGS QUAD   -  ROSS FORK (1970)
 SR0789
 SR0789                         *CURRENT SURVEY CONTROL
 SR0789  ___________________________________________________________________
 SR0789* NAD 83(1986)-  47 00 11.     (N)    109 38 45.     (W)     SCALED    
 SR0789* NAVD 88     -      1261.685  (meters)    4139.38   (feet)  ADJUSTED  
 SR0789  ___________________________________________________________________
 SR0789  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 SR0789  DYNAMIC HT  -        1261.502 (meters)    4138.78  (feet)  COMP
 SR0789  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 SR0789  OBS GRAVITY -     980,424.2   (mgal)                       GRAV_OBS
 SR0789
 SR0789  VERT ORDER  -  FIRST     CLASS II
 SR0789
 SR0789.The horizontal coordinates were scaled from a topographic map and have
 SR0789.an estimated accuracy of +/- 6 seconds.
 SR0789
 SR0789.The orthometric height was determined by differential leveling
 SR0789.and adjusted by the National Geodetic Survey in June 1991..
 SR0789
 SR0789.The geoid height was determined by GEOID03.
 SR0789
 SR0789.The dynamic height is computed by dividing the NAVD 88
 SR0789.geopotential number by the normal gravity value computed on the
 SR0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0789.degrees latitude (g = 980.6199 gals.).
 SR0789
 SR0789.The modeled gravity was interpolated from observed gravity values.
 SR0789.The observed gravity was obtained from relative gravimeter ties
 SR0789.to the IGSN71 gravity network.
 SR0789
 SR0789;                    North         East    Units  Estimated Accuracy
 SR0789;SPC MT       -   305,930.      588,920.      MT  (+/- 180 meters Scaled)
 SR0789
 SR0789                          SUPERSEDED SURVEY CONTROL
 SR0789
 SR0789  NGVD 29 (??/??/92) 1260.775  (m)         4136.39   (f) ADJ UNCH    1 2
 SR0789
 SR0789.Superseded values are not recommended for survey control.
 SR0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0789.See file dsdata.txt to determine how the superseded data were derived.
 SR0789
 SR0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT029063(NAD 83)
 SR0789_MARKER: DB = BENCH MARK DISK
 SR0789_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0789_SP_SET: 12.5 FT.
 SR0789_STAMPING: G 176 1961
 SR0789_PROJECTION: PROJECTING 1 CENTIMETERS
 SR0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0789_ROD/PIPE-DEPTH: 5.1  meters
 SR0789
 SR0789  HISTORY     - Date     Condition        Report By
 SR0789  HISTORY     - 1961     MONUMENTED       CGS
 SR0789  HISTORY     - 1980     GOOD             NGS
 SR0789
 SR0789                          STATION DESCRIPTION
 SR0789
 SR0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0789'3.75 MI NE FROM MOORE.
 SR0789'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 SR0789'AT MOORE, THENCE 3.1 MILES NORTHEAST ALONG U. S. HIGHWAY 87, IN
 SR0789'SECTION 1, T 14 N, R 16 E, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SR0789'HIGHWAY, 46 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE CHICAGO,
 SR0789'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 1 1/2 FEET SOUTHEAST OF A
 SR0789'FENCE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SR0789'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0789'DRIVEN TO A DEPTH OF 12 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SR0789'PROJECTS 4 INCHES.
 SR0789
 SR0789                          STATION RECOVERY (1980)
 SR0789
 SR0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0789'1.0 KM (0.6 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 SR0789'MOORE, THENCE 5.0 KM (3.1 MI) EASTERLY ALONG U.S. HIGHWAYS 87 AND 191,
 SR0789'15.5 METERS (51.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SR0789'14.0 METERS (46.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD
 SR0789'TRACK, AND 0.5 METER (1.5 FT) SOUTHEAST OF A FENCE.
 SR0789'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 SR0789'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0433 ***********************************************************************
 RV0433  DESIGNATION -  G 177
 RV0433  PID         -  RV0433
 RV0433  STATE/COUNTY-  MT/JUDITH BASIN
 RV0433  USGS QUAD   -  BUFFALO (1970)
 RV0433
 RV0433                         *CURRENT SURVEY CONTROL
 RV0433  ___________________________________________________________________
 RV0433* NAD 83(1986)-  46 51 09.     (N)    109 51 38.     (W)     SCALED    
 RV0433* NAVD 88     -      1358.346  (meters)    4456.51   (feet)  ADJUSTED  
 RV0433  ___________________________________________________________________
 RV0433  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 RV0433  DYNAMIC HT  -        1358.097 (meters)    4455.69  (feet)  COMP
 RV0433  MODELED GRAV-     980,382.9   (mgal)                       NAVD 88
 RV0433
 RV0433  VERT ORDER  -  SECOND    CLASS 0
 RV0433
 RV0433.The horizontal coordinates were scaled from a topographic map and have
 RV0433.an estimated accuracy of +/- 6 seconds.
 RV0433
 RV0433.The orthometric height was determined by differential leveling
 RV0433.and adjusted by the National Geodetic Survey in June 1991..
 RV0433
 RV0433.The geoid height was determined by GEOID03.
 RV0433
 RV0433.The dynamic height is computed by dividing the NAVD 88
 RV0433.geopotential number by the normal gravity value computed on the
 RV0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0433.degrees latitude (g = 980.6199 gals.).
 RV0433
 RV0433.The modeled gravity was interpolated from observed gravity values.
 RV0433
 RV0433;                    North         East    Units  Estimated Accuracy
 RV0433;SPC MT       -   289,250.      572,520.      MT  (+/- 180 meters Scaled)
 RV0433
 RV0433                          SUPERSEDED SURVEY CONTROL
 RV0433
 RV0433  NGVD 29 (??/??/92) 1357.395  (m)         4453.39   (f) ADJ UNCH    2 0
 RV0433
 RV0433.Superseded values are not recommended for survey control.
 RV0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0433.See file dsdata.txt to determine how the superseded data were derived.
 RV0433
 RV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS868894(NAD 83)
 RV0433_MARKER: DB = BENCH MARK DISK
 RV0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0433_STAMPING: G 177 1961
 RV0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0433+STABILITY: SURFACE MOTION
 RV0433
 RV0433  HISTORY     - Date     Condition        Report By
 RV0433  HISTORY     - 1961     MONUMENTED       CGS
 RV0433
 RV0433                          STATION DESCRIPTION
 RV0433
 RV0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0433'4.3 MI NW FROM BUFFALO.
 RV0433'ABOUT 2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0433'STATION SIGN AT BUFFALO, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD,
 RV0433'IN SECTION 32, T 13 N, R 15 E, 31 FEET SOUTH OF THE CENTER LINE OF THE
 RV0433'ROAD, 2 FEET NORTHEAST OF A CORNER FENCE POST, 1 1/2 FEET EAST OF A
 RV0433'FENCE LEADING SOUTH, 1 FOOT NORTH OF A FENCE, 1.2 FEET SOUTH OF A
 RV0433'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RV0433'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0405 ***********************************************************************
 SS0405  DESIGNATION -  G 178
 SS0405  PID         -  SS0405
 SS0405  STATE/COUNTY-  MT/JUDITH BASIN
 SS0405  USGS QUAD   -  ARROW PEAK (1995)
 SS0405
 SS0405                         *CURRENT SURVEY CONTROL
 SS0405  ___________________________________________________________________
 SS0405* NAD 83(1986)-  47 23 30.     (N)    110 34 43.     (W)     SCALED    
 SS0405* NAVD 88     -      1520.711  (meters)    4989.20   (feet)  ADJUSTED  
 SS0405  ___________________________________________________________________
 SS0405  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 SS0405  DYNAMIC HT  -        1520.484 (meters)    4988.45  (feet)  COMP
 SS0405  MODELED GRAV-     980,408.6   (mgal)                       NAVD 88
 SS0405
 SS0405  VERT ORDER  -  SECOND    CLASS 0
 SS0405
 SS0405.The horizontal coordinates were scaled from a topographic map and have
 SS0405.an estimated accuracy of +/- 6 seconds.
 SS0405
 SS0405.The orthometric height was determined by differential leveling
 SS0405.and adjusted by the National Geodetic Survey in June 1991..
 SS0405
 SS0405.The geoid height was determined by GEOID03.
 SS0405
 SS0405.The dynamic height is computed by dividing the NAVD 88
 SS0405.geopotential number by the normal gravity value computed on the
 SS0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0405.degrees latitude (g = 980.6199 gals.).
 SS0405
 SS0405.The modeled gravity was interpolated from observed gravity values.
 SS0405
 SS0405;                    North         East    Units  Estimated Accuracy
 SS0405;SPC MT       -   349,660.      518,620.      MT  (+/- 180 meters Scaled)
 SS0405
 SS0405                          SUPERSEDED SURVEY CONTROL
 SS0405
 SS0405  NGVD 29 (??/??/92) 1519.728  (m)         4985.97   (f) ADJ UNCH    2 0
 SS0405
 SS0405.Superseded values are not recommended for survey control.
 SS0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0405.See file dsdata.txt to determine how the superseded data were derived.
 SS0405
 SS0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT318487(NAD 83)
 SS0405_MARKER: DB = BENCH MARK DISK
 SS0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0405_SP_SET: CULVERT
 SS0405_STAMPING: G 178 1961
 SS0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0405
 SS0405  HISTORY     - Date     Condition        Report By
 SS0405  HISTORY     - 1961     MONUMENTED       CGS
 SS0405
 SS0405                          STATION DESCRIPTION
 SS0405
 SS0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0405'13.95 MI NW FROM GEYSER.
 SS0405'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0405'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0405'MILES WEST ALONG A DIRT ROAD, THENCE 3.85 MILES NORTH ALONG A DIRT
 SS0405'ROAD, IN SECTION 21, T 19 N, R 9 E, ABOUT 0.1 MILE SOUTH OF A DRIVEWAY
 SS0405'LEADING TO A FARMHOUSE, 61 FEET WEST OF THE CENTER LINE OF THE DIRT
 SS0405'ROAD, SET IN THE TOP OF A LARGE GRANITE BOULDER WHICH PROJECTS 12
 SS0405'INCHES, 172 FEET SOUTH OF THE WEST END OF A 48-INCH METAL TUBULAR
 SS0405'CULVERT, 2.3 FEET WEST OF A METAL WITNESS POST, AND ABOUT 2 FEET BELOW
 SS0405'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0441 ***********************************************************************
 SS0441  DESIGNATION -  G 179
 SS0441  PID         -  SS0441
 SS0441  STATE/COUNTY-  MT/CASCADE
 SS0441  USGS QUAD   -  BLYTHE (1982)
 SS0441
 SS0441                         *CURRENT SURVEY CONTROL
 SS0441  ___________________________________________________________________
 SS0441* NAD 83(1986)-  47 22 24.     (N)    110 47 10.     (W)     SCALED    
 SS0441* NAVD 88     -      1350.985  (meters)    4432.36   (feet)  ADJUSTED  
 SS0441  ___________________________________________________________________
 SS0441  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 SS0441  DYNAMIC HT  -        1350.860 (meters)    4431.95  (feet)  COMP
 SS0441  MODELED GRAV-     980,472.5   (mgal)                       NAVD 88
 SS0441
 SS0441  VERT ORDER  -  FIRST     CLASS II
 SS0441
 SS0441.The horizontal coordinates were scaled from a topographic map and have
 SS0441.an estimated accuracy of +/- 6 seconds.
 SS0441
 SS0441.The orthometric height was determined by differential leveling
 SS0441.and adjusted by the National Geodetic Survey in June 1991..
 SS0441
 SS0441.The geoid height was determined by GEOID03.
 SS0441
 SS0441.The dynamic height is computed by dividing the NAVD 88
 SS0441.geopotential number by the normal gravity value computed on the
 SS0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0441.degrees latitude (g = 980.6199 gals.).
 SS0441
 SS0441.The modeled gravity was interpolated from observed gravity values.
 SS0441
 SS0441;                    North         East    Units  Estimated Accuracy
 SS0441;SPC MT       -   347,860.      502,930.      MT  (+/- 180 meters Scaled)
 SS0441
 SS0441                          SUPERSEDED SURVEY CONTROL
 SS0441
 SS0441  NGVD 29 (??/??/92) 1350.067  (m)         4429.34   (f) ADJ UNCH    1 2
 SS0441
 SS0441.Superseded values are not recommended for survey control.
 SS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0441.See file dsdata.txt to determine how the superseded data were derived.
 SS0441
 SS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT161466(NAD 83)
 SS0441_MARKER: DB = BENCH MARK DISK
 SS0441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0441_SP_SET: 16 FT.
 SS0441_STAMPING: G 179 1961
 SS0441_PROJECTION: PROJECTING 5 CENTIMETERS
 SS0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0441_ROD/PIPE-DEPTH: 4.9  meters
 SS0441
 SS0441  HISTORY     - Date     Condition        Report By
 SS0441  HISTORY     - 1961     MONUMENTED       CGS
 SS0441  HISTORY     - 1980     GOOD             NGS
 SS0441
 SS0441                          STATION DESCRIPTION
 SS0441
 SS0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0441'9.15 MI E FROM BELT.
 SS0441'ABOUT 0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0441'AT BELT, THENCE 0.5 MILE NORTHEAST ALONG OLD U. S. HIGHWAY 87, THENCE
 SS0441'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES NORTHEAST
 SS0441'ALONG A GRAVELED ROAD, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED
 SS0441'ROAD, THENCE 4.05 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 25, T
 SS0441'19 N, R 7 E, 31 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 13
 SS0441'FEET WEST OF THE CENTER OF A WIRE GATE, 1 FOOT SOUTH OF A FENCE, 1.0
 SS0441'FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK
 SS0441'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 SS0441'OF 16 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
 SS0441
 SS0441                          STATION RECOVERY (1980)
 SS0441
 SS0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0441'0.5 KM (0.3 MI) NORTHEAST ALONG BRIDGE STREET FROM THE POST OFFICE IN
 SS0441'BELT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, THENCE 6.9
 SS0441'KM (4.3 MI) EAST ALONG A GRAVELED ROAD, THENCE 6.5 KM (4.05 MI) EAST
 SS0441'ALONG A GRAVELED ROAD, 9.4 METERS (31 FT) SOUTH OF THE CENTER OF THE
 SS0441'ROAD, 4.0 METERS (13.0 FT) WEST OF THE CENTER OF A GATE, 0.3 METER
 SS0441'(1.0 FT) SOUTH OF A FENCE.
 SS0441'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SS0441'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0096 ***********************************************************************
 TH0096  DESIGNATION -  G 18
 TH0096  PID         -  TH0096
 TH0096  STATE/COUNTY-  MT/ROOSEVELT
 TH0096  USGS QUAD   -  BROCKTON (1989)
 TH0096
 TH0096                         *CURRENT SURVEY CONTROL
 TH0096  ___________________________________________________________________
 TH0096* NAD 83(1986)-  48 07 41.     (N)    104 58 19.     (W)     SCALED    
 TH0096* NAVD 88     -       597.718  (meters)    1961.01   (feet)  ADJUSTED  
 TH0096  ___________________________________________________________________
 TH0096  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 TH0096  DYNAMIC HT  -         597.786 (meters)    1961.24  (feet)  COMP
 TH0096  MODELED GRAV-     980,705.1   (mgal)                       NAVD 88
 TH0096
 TH0096  VERT ORDER  -  FIRST     CLASS II
 TH0096
 TH0096.The horizontal coordinates were scaled from a topographic map and have
 TH0096.an estimated accuracy of +/- 6 seconds.
 TH0096
 TH0096.The orthometric height was determined by differential leveling
 TH0096.and adjusted by the National Geodetic Survey in June 1991..
 TH0096
 TH0096.The geoid height was determined by GEOID03.
 TH0096
 TH0096.The dynamic height is computed by dividing the NAVD 88
 TH0096.geopotential number by the normal gravity value computed on the
 TH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0096.degrees latitude (g = 980.6199 gals.).
 TH0096
 TH0096.The modeled gravity was interpolated from observed gravity values.
 TH0096
 TH0096;                    North         East    Units  Estimated Accuracy
 TH0096;SPC MT       -   440,670.      936,740.      MT  (+/- 180 meters Scaled)
 TH0096
 TH0096                          SUPERSEDED SURVEY CONTROL
 TH0096
 TH0096  NGVD 29 (??/??/92)  597.166  (m)         1959.20   (f) ADJ UNCH    1 2
 TH0096
 TH0096.Superseded values are not recommended for survey control.
 TH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0096.See file dsdata.txt to determine how the superseded data were derived.
 TH0096
 TH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP020305(NAD 83)
 TH0096_MARKER: DB = BENCH MARK DISK
 TH0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0096_STAMPING: 1959.202 G 18
 TH0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0096+STABILITY: SURFACE MOTION
 TH0096
 TH0096  HISTORY     - Date     Condition        Report By
 TH0096  HISTORY     - UNK      MONUMENTED       CGS
 TH0096  HISTORY     - 1941     GOOD             NGS
 TH0096
 TH0096                          STATION DESCRIPTION
 TH0096
 TH0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 TH0096'3 MI W FROM BROCKTON.
 TH0096'3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM BROCKTON, ROOSEVELT
 TH0096'COUNTY, 3 POLES EAST OF MILEPOST 196, AND 50 FEET NORTH OF THE TRACK.
 TH0096'A STANDARD DISK, STAMPED 1959.202 G 18 AND SET IN THE TOP OF A
 TH0096'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0418 ***********************************************************************
 RV0418  DESIGNATION -  G 180
 RV0418  PID         -  RV0418
 RV0418  STATE/COUNTY-  MT/JUDITH BASIN
 RV0418  USGS QUAD   -  ACKLEY LAKE (1970)
 RV0418
 RV0418                         *CURRENT SURVEY CONTROL
 RV0418  ___________________________________________________________________
 RV0418* NAD 83(1986)-  46 59 25.     (N)    109 59 53.     (W)     SCALED    
 RV0418* NAVD 88     -      1303.934  (meters)    4277.99   (feet)  ADJUSTED  
 RV0418  ___________________________________________________________________
 RV0418  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 RV0418  DYNAMIC HT  -        1303.719 (meters)    4277.28  (feet)  COMP
 RV0418  MODELED GRAV-     980,403.1   (mgal)                       NAVD 88
 RV0418
 RV0418  VERT ORDER  -  SECOND    CLASS 0
 RV0418
 RV0418.The horizontal coordinates were scaled from a topographic map and have
 RV0418.an estimated accuracy of +/- 6 seconds.
 RV0418
 RV0418.The orthometric height was determined by differential leveling
 RV0418.and adjusted by the National Geodetic Survey in June 1991..
 RV0418
 RV0418.The geoid height was determined by GEOID03.
 RV0418
 RV0418.The dynamic height is computed by dividing the NAVD 88
 RV0418.geopotential number by the normal gravity value computed on the
 RV0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0418.degrees latitude (g = 980.6199 gals.).
 RV0418
 RV0418.The modeled gravity was interpolated from observed gravity values.
 RV0418
 RV0418;                    North         East    Units  Estimated Accuracy
 RV0418;SPC MT       -   304,620.      562,140.      MT  (+/- 180 meters Scaled)
 RV0418
 RV0418                          SUPERSEDED SURVEY CONTROL
 RV0418
 RV0418  NGVD 29 (??/??/92) 1302.990  (m)         4274.89   (f) ADJ UNCH    2 0
 RV0418
 RV0418.Superseded values are not recommended for survey control.
 RV0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0418.See file dsdata.txt to determine how the superseded data were derived.
 RV0418
 RV0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT761045(NAD 83)
 RV0418_MARKER: DB = BENCH MARK DISK
 RV0418_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0418_SP_SET: 18.5 FT.
 RV0418_STAMPING: G 180 1961
 RV0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0418
 RV0418  HISTORY     - Date     Condition        Report By
 RV0418  HISTORY     - 1961     MONUMENTED       CGS
 RV0418
 RV0418                          STATION DESCRIPTION
 RV0418
 RV0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0418'8.3 MI S FROM BENCHLAND.
 RV0418'ABOUT 0.65 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 RV0418'RAILWAY STATION AT BENCHLAND, THENCE 6.15 MILES SOUTH ALONG A GRAVELED
 RV0418'ROAD, THENCE 1.5 MILES EAST ALONG A GRAVELED ROAD, OR 5.85 MILES EAST
 RV0418'ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH AT UTICA, THENCE 1.55
 RV0418'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A
 RV0418'GRAVELED ROAD, IN SECTION 7, T 14 N, R 14 E, 68 FEET NORTH OF THE
 RV0418'CENTER LINE OF THE ROAD, 21 1/2 FEET EAST OF A FENCE LEADING NORTH, 4
 RV0418'1/2 FEET SOUTHWEST OF A POWER POLE, 4 FEET SOUTH OF A FENCE, 1.3 FEET
 RV0418'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON
 RV0418'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 RV0418'18 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0767 ***********************************************************************
 SR0767  DESIGNATION -  G 181
 SR0767  PID         -  SR0767
 SR0767  STATE/COUNTY-  MT/JUDITH BASIN
 SR0767  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0767
 SR0767                         *CURRENT SURVEY CONTROL
 SR0767  ___________________________________________________________________
 SR0767* NAD 83(1986)-  47 09 23.     (N)    109 46 40.     (W)     SCALED    
 SR0767* NAVD 88     -      1136.405  (meters)    3728.36   (feet)  ADJUSTED  
 SR0767  ___________________________________________________________________
 SR0767  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SR0767  DYNAMIC HT  -        1136.277 (meters)    3727.94  (feet)  COMP
 SR0767  MODELED GRAV-     980,461.2   (mgal)                       NAVD 88
 SR0767
 SR0767  VERT ORDER  -  SECOND    CLASS 0
 SR0767
 SR0767.The horizontal coordinates were scaled from a topographic map and have
 SR0767.an estimated accuracy of +/- 6 seconds.
 SR0767
 SR0767.The orthometric height was determined by differential leveling
 SR0767.and adjusted by the National Geodetic Survey in June 1991..
 SR0767
 SR0767.The geoid height was determined by GEOID03.
 SR0767
 SR0767.The dynamic height is computed by dividing the NAVD 88
 SR0767.geopotential number by the normal gravity value computed on the
 SR0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0767.degrees latitude (g = 980.6199 gals.).
 SR0767
 SR0767.The modeled gravity was interpolated from observed gravity values.
 SR0767
 SR0767;                    North         East    Units  Estimated Accuracy
 SR0767;SPC MT       -   322,990.      578,950.      MT  (+/- 180 meters Scaled)
 SR0767
 SR0767                          SUPERSEDED SURVEY CONTROL
 SR0767
 SR0767  NGVD 29 (??/??/92) 1135.509  (m)         3725.42   (f) ADJ UNCH    2 0
 SR0767
 SR0767.Superseded values are not recommended for survey control.
 SR0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0767.See file dsdata.txt to determine how the superseded data were derived.
 SR0767
 SR0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT926232(NAD 83)
 SR0767_MARKER: DB = BENCH MARK DISK
 SR0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0767_STAMPING: G 181 1961
 SR0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0767+STABILITY: SURFACE MOTION
 SR0767
 SR0767  HISTORY     - Date     Condition        Report By
 SR0767  HISTORY     - 1961     MONUMENTED       CGS
 SR0767
 SR0767                          STATION DESCRIPTION
 SR0767
 SR0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0767'3.95 MI N FROM KOLIN.
 SR0767'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0767'KOLIN, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 13, T
 SR0767'16 N, R 15 E, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 43 FEET
 SR0767'SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 36 FEET
 SR0767'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST, 51 FEET
 SR0767'SOUTH EAST OF THE CENTER OF THE INTERSECTION OF THE ROAD LEADING WEST
 SR0767'AND THE PRIVATE DRIVEWAY, 9 1/2 FEET SOUTHWEST OF A POWER POLE, 1 1/2
 SR0767'FEET WEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 SR0767'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SR0767'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0738 ***********************************************************************
 SR0738  DESIGNATION -  G 182
 SR0738  PID         -  SR0738
 SR0738  STATE/COUNTY-  MT/JUDITH BASIN
 SR0738  USGS QUAD   -  BIG SPRING (1970)
 SR0738
 SR0738                         *CURRENT SURVEY CONTROL
 SR0738  ___________________________________________________________________
 SR0738* NAD 83(1986)-  47 10 02.     (N)    109 59 14.     (W)     SCALED    
 SR0738* NAVD 88     -      1191.555  (meters)    3909.29   (feet)  ADJUSTED  
 SR0738  ___________________________________________________________________
 SR0738  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 SR0738  DYNAMIC HT  -        1191.403 (meters)    3908.79  (feet)  COMP
 SR0738  MODELED GRAV-     980,444.3   (mgal)                       NAVD 88
 SR0738
 SR0738  VERT ORDER  -  SECOND    CLASS 0
 SR0738
 SR0738.The horizontal coordinates were scaled from a topographic map and have
 SR0738.an estimated accuracy of +/- 6 seconds.
 SR0738
 SR0738.The orthometric height was determined by differential leveling
 SR0738.and adjusted by the National Geodetic Survey in June 1991..
 SR0738
 SR0738.The geoid height was determined by GEOID03.
 SR0738
 SR0738.The dynamic height is computed by dividing the NAVD 88
 SR0738.geopotential number by the normal gravity value computed on the
 SR0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0738.degrees latitude (g = 980.6199 gals.).
 SR0738
 SR0738.The modeled gravity was interpolated from observed gravity values.
 SR0738
 SR0738;                    North         East    Units  Estimated Accuracy
 SR0738;SPC MT       -   324,270.      563,080.      MT  (+/- 180 meters Scaled)
 SR0738
 SR0738                          SUPERSEDED SURVEY CONTROL
 SR0738
 SR0738  NGVD 29 (??/??/92) 1190.639  (m)         3906.29   (f) ADJ UNCH    2 0
 SR0738
 SR0738.Superseded values are not recommended for survey control.
 SR0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0738.See file dsdata.txt to determine how the superseded data were derived.
 SR0738
 SR0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT767242(NAD 83)
 SR0738_MARKER: DB = BENCH MARK DISK
 SR0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0738_STAMPING: G 182 1961
 SR0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0738+STABILITY: SURFACE MOTION
 SR0738
 SR0738  HISTORY     - Date     Condition        Report By
 SR0738  HISTORY     - 1961     MONUMENTED       CGS
 SR0738
 SR0738                          STATION DESCRIPTION
 SR0738
 SR0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0738'8.15 MI NE FROM BENCHLAND.
 SR0738'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0738'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0738'1.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 8, T 16 N, R 14 E,
 SR0738'0.1 MILE WEST OF A ROAD JUNCTION, 31 FEET SOUTH OF THE CENTER LINE OF
 SR0738'THE ROAD, 18 FEET EAST OF THE CENTER OF A WIRE GATE, 2 FEET NORTH OF A
 SR0738'FENCE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0738'ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0324 ***********************************************************************
 SR0324  DESIGNATION -  G 183
 SR0324  PID         -  SR0324
 SR0324  STATE/COUNTY-  MT/FERGUS
 SR0324  USGS QUAD   -  WINIFRED WEST (1985)
 SR0324
 SR0324                         *CURRENT SURVEY CONTROL
 SR0324  ___________________________________________________________________
 SR0324* NAD 83(1999)-  47 30 42.50776(N)    109 24 32.85028(W)     ADJUSTED  
 SR0324* NAVD 88     -      1070.071  (meters)    3510.72   (feet)  ADJUSTED  
 SR0324  ___________________________________________________________________
 SR0324  X           -  -1,434,459.682 (meters)                     COMP
 SR0324  Y           -  -4,071,299.344 (meters)                     COMP
 SR0324  Z           -   4,681,163.148 (meters)                     COMP
 SR0324  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 SR0324  ELLIP HEIGHT-        1055.84  (meters)          (04/26/01) GPS OBS
 SR0324  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 SR0324  DYNAMIC HT  -        1070.019 (meters)    3510.55  (feet)  COMP
 SR0324  MODELED GRAV-     980,526.8   (mgal)                       NAVD 88
 SR0324
 SR0324  HORZ ORDER  -  B
 SR0324  VERT ORDER  -  SECOND    CLASS 0
 SR0324  ELLP ORDER  -  FOURTH    CLASS I
 SR0324
 SR0324.The horizontal coordinates were established by GPS observations
 SR0324.and adjusted by the National Geodetic Survey in April 2001..
 SR0324.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SR0324.DATUM ITEM on the data sheet items page.
 SR0324
 SR0324.The orthometric height was determined by differential leveling
 SR0324.and adjusted by the National Geodetic Survey in June 1991..
 SR0324
 SR0324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SR0324
 SR0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0324
 SR0324.The ellipsoidal height was determined by GPS observations
 SR0324.and is referenced to NAD 83.
 SR0324
 SR0324.The geoid height was determined by GEOID03.
 SR0324
 SR0324.The dynamic height is computed by dividing the NAVD 88
 SR0324.geopotential number by the normal gravity value computed on the
 SR0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0324.degrees latitude (g = 980.6199 gals.).
 SR0324
 SR0324.The modeled gravity was interpolated from observed gravity values.
 SR0324
 SR0324;                    North         East     Units Scale Factor Converg.
 SR0324;SPC MT       -   362,448.169   606,841.406   MT  0.99943057   +0 03 59.3
 SR0324;SPC MT       - 1,189,134.41  1,990,949.49   iFT  0.99943057   +0 03 59.3
 SR0324;UTM  12      - 5,263,268.465   619,786.053   MT  0.99977633   +1 10 23.8
 SR0324
 SR0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0324!SPC MT       -   0.99983453  x   0.99943057  =   0.99926520
 SR0324!UTM  12      -   0.99983453  x   0.99977633  =   0.99961090
 SR0324
 SR0324                          SUPERSEDED SURVEY CONTROL
 SR0324
 SR0324  NAD 83(1992)-  47 30 42.50664(N)    109 24 32.84850(W) AD(       ) B
 SR0324  ELLIP H (09/10/97) 1055.94   (m)                       GP(       ) 3 1
 SR0324  NAD 83(1992)-  47 30 42.50675(N)    109 24 32.84692(W) AD(       ) B
 SR0324  ELLIP H (02/18/97) 1056.04   (m)                       GP(       ) 3 1
 SR0324  NAVD 88 (02/18/97) 1070.07   (m)         3510.7    (f) LEVELING    3  
 SR0324  NGVD 29 (??/??/92) 1069.239  (m)         3507.99   (f) ADJ UNCH    2 0
 SR0324
 SR0324.Superseded values are not recommended for survey control.
 SR0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0324.See file dsdata.txt to determine how the superseded data were derived.
 SR0324
 SR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1978663268(NAD 83)
 SR0324_MARKER: DB = BENCH MARK DISK
 SR0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0324_STAMPING: G 183 1961
 SR0324_MARK LOGO: CGS   
 SR0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 SR0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0324+STABILITY: SURFACE MOTION
 SR0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR0324+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997
 SR0324
 SR0324  HISTORY     - Date     Condition        Report By
 SR0324  HISTORY     - 1961     MONUMENTED       CGS
 SR0324  HISTORY     - 19960803 GOOD             MTDOT
 SR0324  HISTORY     - 19970405 GOOD             MTDOT
 SR0324
 SR0324                          STATION DESCRIPTION
 SR0324
 SR0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0324'7.95 MI NW FROM SUFFOLK.
 SR0324'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0324'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0324'THENCE 4.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.05 MILES
 SR0324'NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 15, T 20 N, R 18 E,
 SR0324'0.15 MILE SOUTHEAST OF AN UNPAINTED VACANT TWO-STORY HOUSE, 0.1 MILE
 SR0324'WEST OF THE JUNCTION OF THE ROAD AND A TRACK ROAD, AT A CURVE AND 310
 SR0324'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 36 FEET NORTH OF THE
 SR0324'CENTER LINE OF A TRACK ROAD, 48 FEET EAST OF A BOARD FENCE AND CATTLE
 SR0324'GUARD, 2 FEET SOUTH OF A FENCE, 1.2 FEET NORTH OF A METAL WITNESS
 SR0324'POST, ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN THE TOP OF A
 SR0324'CONCRETE POST PROJECTING 6 INCHES.
 SR0324
 SR0324                          STATION RECOVERY (1996)
 SR0324
 SR0324'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 SR0324'FROM THE WINIFRED POST OFFICE, GO 50 FEET (15.2 M) TO AN INTERSECTION,
 SR0324'TURN LEFT AND GO SOUTH ALONG A COUNTY ROAD FOR 0.25 MI (0.40 KM) TO A
 SR0324'FORK, KEEP THE LEFT FORK AND CONTINUE SOUTHERLY ALONG A COUNTY ROAD
 SR0324'FOR 1.0 MI (1.6 KM) TO A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTH
 SR0324'FOR 2.2 MI (3.5 KM) TO A CROSSROADS, TURN RIGHT AND GO WEST FOR 1.2 MI
 SR0324'(1.9 KM) TO A FIELD ROAD ON THE RIGHT AND THE STATION ON THE RIGHT,
 SR0324'35.0 FT (10.7 M) NORTH OF THE CENTER OF THE ROAD, 1.0 FT (0.3 M) SOUTH
 SR0324'OF A FENCE AND 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 SR0324
 SR0324                          STATION RECOVERY (1997)
 SR0324
 SR0324'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 SR0324'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0623 ***********************************************************************
 SR0623  DESIGNATION -  G 184
 SR0623  PID         -  SR0623
 SR0623  STATE/COUNTY-  MT/FERGUS
 SR0623  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0623
 SR0623                         *CURRENT SURVEY CONTROL
 SR0623  ___________________________________________________________________
 SR0623* NAD 83(1986)-  47 25 57.     (N)    109 40 50.     (W)     SCALED    
 SR0623* NAVD 88     -      1081.598  (meters)    3548.54   (feet)  ADJUSTED  
 SR0623  ___________________________________________________________________
 SR0623  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 SR0623  DYNAMIC HT  -        1081.539 (meters)    3548.35  (feet)  COMP
 SR0623  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 SR0623
 SR0623  VERT ORDER  -  SECOND    CLASS 0
 SR0623
 SR0623.The horizontal coordinates were scaled from a topographic map and have
 SR0623.an estimated accuracy of +/- 6 seconds.
 SR0623
 SR0623.The orthometric height was determined by differential leveling
 SR0623.and adjusted by the National Geodetic Survey in June 1991..
 SR0623
 SR0623.The geoid height was determined by GEOID03.
 SR0623
 SR0623.The dynamic height is computed by dividing the NAVD 88
 SR0623.geopotential number by the normal gravity value computed on the
 SR0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0623.degrees latitude (g = 980.6199 gals.).
 SR0623
 SR0623.The modeled gravity was interpolated from observed gravity values.
 SR0623
 SR0623;                    North         East    Units  Estimated Accuracy
 SR0623;SPC MT       -   353,650.      586,390.      MT  (+/- 180 meters Scaled)
 SR0623
 SR0623                          SUPERSEDED SURVEY CONTROL
 SR0623
 SR0623  NGVD 29 (??/??/92) 1080.755  (m)         3545.78   (f) ADJ UNCH    2 0
 SR0623
 SR0623.Superseded values are not recommended for survey control.
 SR0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0623.See file dsdata.txt to determine how the superseded data were derived.
 SR0623
 SR0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT994540(NAD 83)
 SR0623_MARKER: DB = BENCH MARK DISK
 SR0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0623_STAMPING: G 184 1961
 SR0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0623+STABILITY: SURFACE MOTION
 SR0623
 SR0623  HISTORY     - Date     Condition        Report By
 SR0623  HISTORY     - 1961     MONUMENTED       CGS
 SR0623
 SR0623                          STATION DESCRIPTION
 SR0623
 SR0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0623'20.95 MI NE FROM DENTON.
 SR0623'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0623'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0623'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0623'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0623'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0623'NORTH AND 13.65 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 10, T 19
 SR0623'N, R 16 E, ON THE CREST OF A HILL, 82 FEET WEST OF THE CENTER LINE OF
 SR0623'THE ROAD, 190 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD
 SR0623'AND A DIRT ROAD LEADING WEST UP A HILL, 59 FEET NORTH OF THE CENTER
 SR0623'LINE OF THE DIRT ROAD, 2.5 FEET NORTHWEST OF A METAL WITNESS POST,
 SR0623'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SR0623'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0710 ***********************************************************************
 SR0710  DESIGNATION -  G 185
 SR0710  PID         -  SR0710
 SR0710  STATE/COUNTY-  MT/FERGUS
 SR0710  USGS QUAD   -  TONEY BENCH (1978)
 SR0710
 SR0710                         *CURRENT SURVEY CONTROL
 SR0710  ___________________________________________________________________
 SR0710* NAD 83(1986)-  47 15 56.     (N)    109 40 50.     (W)     SCALED    
 SR0710* NAVD 88     -      1051.810  (meters)    3450.81   (feet)  ADJUSTED  
 SR0710  ___________________________________________________________________
 SR0710  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 SR0710  DYNAMIC HT  -        1051.719 (meters)    3450.51  (feet)  COMP
 SR0710  MODELED GRAV-     980,490.0   (mgal)                       NAVD 88
 SR0710
 SR0710  VERT ORDER  -  SECOND    CLASS 0
 SR0710
 SR0710.The horizontal coordinates were scaled from a topographic map and have
 SR0710.an estimated accuracy of +/- 6 seconds.
 SR0710
 SR0710.The orthometric height was determined by differential leveling
 SR0710.and adjusted by the National Geodetic Survey in June 1991..
 SR0710
 SR0710.The geoid height was determined by GEOID03.
 SR0710
 SR0710.The dynamic height is computed by dividing the NAVD 88
 SR0710.geopotential number by the normal gravity value computed on the
 SR0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0710.degrees latitude (g = 980.6199 gals.).
 SR0710
 SR0710.The modeled gravity was interpolated from observed gravity values.
 SR0710
 SR0710;                    North         East    Units  Estimated Accuracy
 SR0710;SPC MT       -   335,100.      586,340.      MT  (+/- 180 meters Scaled)
 SR0710
 SR0710                          SUPERSEDED SURVEY CONTROL
 SR0710
 SR0710  NGVD 29 (??/??/92) 1050.942  (m)         3447.97   (f) ADJ UNCH    2 0
 SR0710
 SR0710.Superseded values are not recommended for survey control.
 SR0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0710.See file dsdata.txt to determine how the superseded data were derived.
 SR0710
 SR0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT998355(NAD 83)
 SR0710_MARKER: DB = BENCH MARK DISK
 SR0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0710_STAMPING: G 185 1961
 SR0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0710+STABILITY: SURFACE MOTION
 SR0710
 SR0710  HISTORY     - Date     Condition        Report By
 SR0710  HISTORY     - 1961     MONUMENTED       CGS
 SR0710  HISTORY     - 1973     GOOD             USGS
 SR0710
 SR0710                          STATION DESCRIPTION
 SR0710
 SR0710'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0710'14.65 MI SE FROM DENTON.
 SR0710'ABOUT 8.0 MI SOUTHEAST ALONG THE CMSTP AND P RAILROAD FROM THE STATION
 SR0710'AT DENTON, THENCE 0.2 MI NORTH ALONG A TRAIL ROAD, THENCE 6.45 MILES
 SR0710'EAST ALONG A PAVED ROAD, IN SECTION 3, T 17 N, R 16 E, 0.15 MI EAST OF
 SR0710'THE JCT OF THE RD AND A GRADED DIRT RD LEADING NORTHWEST, IN THE
 SR0710'CENTER OF AN AREA OF LAND ON THE NORTH SIDE OF A CREEK WHICH IS FORMED
 SR0710'BY THE CREEK MAKING A HORSESHOE BEND, 80 FT SOUTH OF THE CENTER LINE
 SR0710'OF THE RD, 75 FT EAST OF A FENCE COR, 37 FT WEST OF A BRACED POLE, 2
 SR0710'FT NORTH OF A FENCE, 1.5 FT EAST OF A METAL WITNESS POST, ABOUT 3 FT
 SR0710'BELOW THE HWY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0710'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0166 ***********************************************************************
 SR0166  DESIGNATION -  G 186
 SR0166  PID         -  SR0166
 SR0166  STATE/COUNTY-  MT/FERGUS
 SR0166  USGS QUAD   -  FISH DAM (1986)
 SR0166
 SR0166                         *CURRENT SURVEY CONTROL
 SR0166  ___________________________________________________________________
 SR0166* NAD 83(1986)-  47 06 37.     (N)    108 52 49.     (W)     SCALED    
 SR0166* NAVD 88     -      1075.920  (meters)    3529.91   (feet)  ADJUSTED  
 SR0166  ___________________________________________________________________
 SR0166  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 SR0166  DYNAMIC HT  -        1075.832 (meters)    3529.63  (feet)  COMP
 SR0166  MODELED GRAV-     980,494.1   (mgal)                       NAVD 88
 SR0166
 SR0166  VERT ORDER  -  SECOND    CLASS 0
 SR0166
 SR0166.The horizontal coordinates were scaled from a topographic map and have
 SR0166.an estimated accuracy of +/- 6 seconds.
 SR0166
 SR0166.The orthometric height was determined by differential leveling
 SR0166.and adjusted by the National Geodetic Survey in June 1991..
 SR0166
 SR0166.The geoid height was determined by GEOID03.
 SR0166
 SR0166.The dynamic height is computed by dividing the NAVD 88
 SR0166.geopotential number by the normal gravity value computed on the
 SR0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0166.degrees latitude (g = 980.6199 gals.).
 SR0166
 SR0166.The modeled gravity was interpolated from observed gravity values.
 SR0166
 SR0166;                    North         East    Units  Estimated Accuracy
 SR0166;SPC MT       -   318,020.      647,010.      MT  (+/- 180 meters Scaled)
 SR0166
 SR0166                          SUPERSEDED SURVEY CONTROL
 SR0166
 SR0166  NGVD 29 (??/??/92) 1075.116  (m)         3527.28   (f) ADJ UNCH    2 0
 SR0166
 SR0166.Superseded values are not recommended for survey control.
 SR0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0166.See file dsdata.txt to determine how the superseded data were derived.
 SR0166
 SR0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT608195(NAD 83)
 SR0166_MARKER: DB = BENCH MARK DISK
 SR0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0166_STAMPING: G 186 1961
 SR0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0166+STABILITY: SURFACE MOTION
 SR0166
 SR0166  HISTORY     - Date     Condition        Report By
 SR0166  HISTORY     - 1961     MONUMENTED       CGS
 SR0166
 SR0166                          STATION DESCRIPTION
 SR0166
 SR0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0166'30.4 MI NE FROM LEWISTOWN.
 SR0166'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0166'STATION AT LEWISTOWN, THENCE 22.25 MILES EAST ALONG U. S. HIGHWAY 87
 SR0166'AND STATE HIGHWAY 20, THENCE 5.35 MILES NORTHEAST ALONG A GRADED DIRT
 SR0166'ROAD, THENCE 1.9 MILES EAST ALONG A TRACK ROAD TO A GATE EAST OF THE
 SR0166'RANCH HOUSE OWNED BY BEAUFORD MUNSON, THENCE 0.7 MILE NORTHEAST ALONG
 SR0166'A TRACK ROAD AROUND THE EAST SIDE OF A HILL AND ALONG THE WEST SIDE OF
 SR0166'A DRAW, OR 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0166'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.3 MILE WEST
 SR0166'ALONG STATE HIGHWAY 20, THENCE 2.35 MILES NORTH ALONG A GRADED DIRT
 SR0166'ROAD, THENCE 5.35 MILES NORTH ALONG STATE HIGHWAY 19, THENCE 2.5 MILES
 SR0166'WEST ALONG A TRACK ROAD, THENCE 1.5 MILES SOUTH ALONG A DIM TRAIL
 SR0166'ROAD, THENCE 0.2 MILE WEST ALONG THE SOUTH SIDE OF A FENCE, THENCE 0.4
 SR0166'MILE SOUTH ALONG A FENCE TO A GATE, THENCE 1.4 MILES SOUTHWEST ACROSS
 SR0166'A PASTURE TO THE SOUTH BANK OF FORDS CREEK, IN SECTION 36, T 16 N, R
 SR0166'23 E, 53 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.3 MILE SOUTHWEST
 SR0166'OF A GATE IN AN EAST-WEST FENCE, 283 FEET EAST OF AND ACROSS THE TRAIL
 SR0166'ROAD FROM A LONE PINE TREE, AND SET IN THE TOP OF A ROCK OUTCROP WHICH
 SR0166'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0672 ***********************************************************************
 SR0672  DESIGNATION -  G 187
 SR0672  PID         -  SR0672
 SR0672  STATE/COUNTY-  MT/FERGUS
 SR0672  USGS QUAD   -  POSSUM RUN CREEK (1979)
 SR0672
 SR0672                         *CURRENT SURVEY CONTROL
 SR0672  ___________________________________________________________________
 SR0672* NAD 83(1986)-  47 25 15.     (N)    109 53 02.     (W)     SCALED    
 SR0672* NAVD 88     -      1071.836  (meters)    3516.52   (feet)  ADJUSTED  
 SR0672  ___________________________________________________________________
 SR0672  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SR0672  DYNAMIC HT  -        1071.767 (meters)    3516.29  (feet)  COMP
 SR0672  MODELED GRAV-     980,511.2   (mgal)                       NAVD 88
 SR0672
 SR0672  VERT ORDER  -  SECOND    CLASS 0
 SR0672
 SR0672.The horizontal coordinates were scaled from a topographic map and have
 SR0672.an estimated accuracy of +/- 6 seconds.
 SR0672
 SR0672.The orthometric height was determined by differential leveling
 SR0672.and adjusted by the National Geodetic Survey in June 1991..
 SR0672
 SR0672.The geoid height was determined by GEOID03.
 SR0672
 SR0672.The dynamic height is computed by dividing the NAVD 88
 SR0672.geopotential number by the normal gravity value computed on the
 SR0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0672.degrees latitude (g = 980.6199 gals.).
 SR0672
 SR0672.The modeled gravity was interpolated from observed gravity values.
 SR0672
 SR0672;                    North         East    Units  Estimated Accuracy
 SR0672;SPC MT       -   352,410.      571,050.      MT  (+/- 180 meters Scaled)
 SR0672
 SR0672                          SUPERSEDED SURVEY CONTROL
 SR0672
 SR0672  NGVD 29 (??/??/92) 1070.984  (m)         3513.72   (f) ADJ UNCH    2 0
 SR0672
 SR0672.Superseded values are not recommended for survey control.
 SR0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0672.See file dsdata.txt to determine how the superseded data were derived.
 SR0672
 SR0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT841525(NAD 83)
 SR0672_MARKER: DB = BENCH MARK DISK
 SR0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0672_STAMPING: G 187 1961
 SR0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0672+STABILITY: SURFACE MOTION
 SR0672
 SR0672  HISTORY     - Date     Condition        Report By
 SR0672  HISTORY     - 1961     MONUMENTED       CGS
 SR0672  HISTORY     - 1973     GOOD             USGS
 SR0672
 SR0672                          STATION DESCRIPTION
 SR0672
 SR0672'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0672'13.65 MI NE FROM DENTON.
 SR0672'ABOUT 1.2 MI NORTHWEST ALONG A GRAVEL RD FROM THE CMSTP AND P STATION
 SR0672'AT DENTON, THENCE 7.15 MI NORTH ALONG A GRAVEL RD, THENCE 5.3 MI EAST
 SR0672'ALONG A GRAVEL RD, IN SECTION 12, T19N, R14E, 50 FT NORTH OF THE
 SR0672'CENTER LINE OF THE RD, 75 FT NORTH OF THE NORTH EDGE OF A SMALL
 SR0672'RAVINE, 2 FT WEST OF A FENCE, 2.5 FT NORTHEAST OF A METAL WITNESS
 SR0672'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SR0672'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0038 ***********************************************************************
 RW0038  DESIGNATION -  G 188
 RW0038  PID         -  RW0038
 RW0038  STATE/COUNTY-  MT/JUDITH BASIN
 RW0038  USGS QUAD   -  WOODHURST MOUNTAIN (1995)
 RW0038
 RW0038                         *CURRENT SURVEY CONTROL
 RW0038  ___________________________________________________________________
 RW0038* NAD 83(1986)-  46 53 04.     (N)    110 22 20.     (W)     SCALED    
 RW0038* NAVD 88     -      1655.317  (meters)    5430.82   (feet)  ADJUSTED  
 RW0038  ___________________________________________________________________
 RW0038  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 RW0038  DYNAMIC HT  -        1654.896 (meters)    5429.44  (feet)  COMP
 RW0038  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 RW0038
 RW0038  VERT ORDER  -  SECOND    CLASS 0
 RW0038
 RW0038.The horizontal coordinates were scaled from a topographic map and have
 RW0038.an estimated accuracy of +/- 6 seconds.
 RW0038
 RW0038.The orthometric height was determined by differential leveling
 RW0038.and adjusted by the National Geodetic Survey in June 1991..
 RW0038
 RW0038.The geoid height was determined by GEOID03.
 RW0038
 RW0038.The dynamic height is computed by dividing the NAVD 88
 RW0038.geopotential number by the normal gravity value computed on the
 RW0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0038.degrees latitude (g = 980.6199 gals.).
 RW0038
 RW0038.The modeled gravity was interpolated from observed gravity values.
 RW0038
 RW0038;                    North         East    Units  Estimated Accuracy
 RW0038;SPC MT       -   293,110.      533,560.      MT  (+/- 180 meters Scaled)
 RW0038
 RW0038                          SUPERSEDED SURVEY CONTROL
 RW0038
 RW0038  NGVD 29 (??/??/92) 1654.257  (m)         5427.34   (f) ADJ UNCH    2 0
 RW0038
 RW0038.Superseded values are not recommended for survey control.
 RW0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0038.See file dsdata.txt to determine how the superseded data were derived.
 RW0038
 RW0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS478925(NAD 83)
 RW0038_MARKER: DB = BENCH MARK DISK
 RW0038_SETTING: 80 = SET IN A BOULDER
 RW0038_STAMPING: G 188 1961
 RW0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0038+STABILITY: SURFACE MOTION
 RW0038
 RW0038  HISTORY     - Date     Condition        Report By
 RW0038  HISTORY     - 1961     MONUMENTED       CGS
 RW0038
 RW0038                          STATION DESCRIPTION
 RW0038
 RW0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0038'17.0 MI SW FROM UTICA.
 RW0038'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0038'CHURCH AT UTICA, THENCE 6.75 MILES WEST ALONG A WINDING DIRT ROAD, IN
 RW0038'SECTION 18, T 13 N, R 11 E, ABOUT 5.0 MILES WEST OF THE HEADQUARTERS
 RW0038'FOR THE JUDITH GAME MANAGEMENT AREA, 0.6 MILE WEST OF A WOODEN GATE
 RW0038'ACROSS THE DIRT ROAD, IN THE LEWIS AND CLARK NATIONAL FOREST, 34 FEET
 RW0038'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 RW0038'LIMESTONE BOULDER WHICH PROJECTS 14 INCHES, 75 FEET SOUTHEAST OF A
 RW0038'36-INCH LONE PINE TREE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST,
 RW0038'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0249 ***********************************************************************
 SS0249  DESIGNATION -  G 189
 SS0249  PID         -  SS0249
 SS0249  STATE/COUNTY-  MT/JUDITH BASIN
 SS0249  USGS QUAD   -  STANFORD (1978)
 SS0249
 SS0249                         *CURRENT SURVEY CONTROL
 SS0249  ___________________________________________________________________
 SS0249* NAD 83(1986)-  47 12 33.     (N)    110 11 30.     (W)     SCALED    
 SS0249* NAVD 88     -      1244.111  (meters)    4081.72   (feet)  ADJUSTED  
 SS0249  ___________________________________________________________________
 SS0249  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SS0249  DYNAMIC HT  -        1243.962 (meters)    4081.23  (feet)  COMP
 SS0249  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 SS0249
 SS0249  VERT ORDER  -  SECOND    CLASS 0
 SS0249
 SS0249.The horizontal coordinates were scaled from a topographic map and have
 SS0249.an estimated accuracy of +/- 6 seconds.
 SS0249
 SS0249.The orthometric height was determined by differential leveling
 SS0249.and adjusted by the National Geodetic Survey in June 1991..
 SS0249
 SS0249.The geoid height was determined by GEOID03.
 SS0249
 SS0249.The dynamic height is computed by dividing the NAVD 88
 SS0249.geopotential number by the normal gravity value computed on the
 SS0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0249.degrees latitude (g = 980.6199 gals.).
 SS0249
 SS0249.The modeled gravity was interpolated from observed gravity values.
 SS0249
 SS0249;                    North         East    Units  Estimated Accuracy
 SS0249;SPC MT       -   329,050.      547,630.      MT  (+/- 180 meters Scaled)
 SS0249
 SS0249                          SUPERSEDED SURVEY CONTROL
 SS0249
 SS0249  NGVD 29 (??/??/92) 1243.207  (m)         4078.76   (f) ADJ UNCH    2 0
 SS0249
 SS0249.Superseded values are not recommended for survey control.
 SS0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0249.See file dsdata.txt to determine how the superseded data were derived.
 SS0249
 SS0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT612287(NAD 83)
 SS0249_MARKER: DB = BENCH MARK DISK
 SS0249_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0249_SP_SET: 7.5 FT.
 SS0249_STAMPING: G 189 1961
 SS0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0249
 SS0249  HISTORY     - Date     Condition        Report By
 SS0249  HISTORY     - 1961     MONUMENTED       CGS
 SS0249
 SS0249                          STATION DESCRIPTION
 SS0249
 SS0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0249'5.2 MI N FROM STANFORD.
 SS0249'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0249'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 4.1 MILES NORTH ALONG
 SS0249'STATE SECONDARY ROAD 230, IN SECTION 28, T 17 N, R 12 E, ABOUT 0.3
 SS0249'MILE NORTHEAST OF A SET OF FARM BUILDINGS, 0.3 MILE SOUTH OF THE
 SS0249'JUNCTION OF THE ROAD AND A ROAD LEADING EAST, AT THE NORTHEAST CORNER
 SS0249'OF A GRAVEL PIT, 58 FEET WEST OF THE CENTER LINE OF THE ROAD, 216 FEET
 SS0249'NORTH OF A POWER POLE, 21 1/2 FEET NORTH OF A FENCE CORNER, 2 1/2 FEET
 SS0249'EAST OF A FENCE, 0.7 FOOT WEST OF A METAL WITNESS POST, ABOUT 4 FEET
 SS0249'BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 SS0249'COATED ROD THAT IS DRIVEN TO A DEPTH OF 7 1/2 FEET AND IS ENCASED IN A
 SS0249'6-INCH TILE THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0482 ***********************************************************************
 SS0482  DESIGNATION -  G 190
 SS0482  PID         -  SS0482
 SS0482  STATE/COUNTY-  MT/JUDITH BASIN
 SS0482  USGS QUAD   -  MIXES BALDY (1995)
 SS0482
 SS0482                         *CURRENT SURVEY CONTROL
 SS0482  ___________________________________________________________________
 SS0482* NAD 83(1986)-  47 03 20.     (N)    110 32 26.     (W)     SCALED    
 SS0482* NAVD 88     -      1879.769  (meters)    6167.21   (feet)  ADJUSTED  
 SS0482  ___________________________________________________________________
 SS0482  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 SS0482  DYNAMIC HT  -        1879.238 (meters)    6165.47  (feet)  COMP
 SS0482  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 SS0482
 SS0482  VERT ORDER  -  SECOND    CLASS 0
 SS0482
 SS0482.The horizontal coordinates were scaled from a topographic map and have
 SS0482.an estimated accuracy of +/- 6 seconds.
 SS0482
 SS0482.The orthometric height was determined by differential leveling
 SS0482.and adjusted by the National Geodetic Survey in June 1991..
 SS0482
 SS0482.The geoid height was determined by GEOID03.
 SS0482
 SS0482.The dynamic height is computed by dividing the NAVD 88
 SS0482.geopotential number by the normal gravity value computed on the
 SS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0482.degrees latitude (g = 980.6199 gals.).
 SS0482
 SS0482.The modeled gravity was interpolated from observed gravity values.
 SS0482
 SS0482;                    North         East    Units  Estimated Accuracy
 SS0482;SPC MT       -   312,280.      520,990.      MT  (+/- 180 meters Scaled)
 SS0482
 SS0482                          SUPERSEDED SURVEY CONTROL
 SS0482
 SS0482  NGVD 29 (??/??/92) 1878.635  (m)         6163.49   (f) ADJ UNCH    2 0
 SS0482
 SS0482.Superseded values are not recommended for survey control.
 SS0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0482.See file dsdata.txt to determine how the superseded data were derived.
 SS0482
 SS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT348114(NAD 83)
 SS0482_MARKER: DB = BENCH MARK DISK
 SS0482_SETTING: 80 = SET IN A BOULDER
 SS0482_SP_SET: BOULDER
 SS0482_STAMPING: G 190 1961
 SS0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0482+STABILITY: SURFACE MOTION
 SS0482
 SS0482  HISTORY     - Date     Condition        Report By
 SS0482  HISTORY     - 1961     MONUMENTED       CGS
 SS0482  HISTORY     - 1984     GOOD             NGS
 SS0482
 SS0482                          STATION DESCRIPTION
 SS0482
 SS0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0482'20.95 MI E FROM MONARCH.
 SS0482'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0482'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0482'CREEK ROAD, THENCE 2.35 MILES EAST ALONG A GRAVELED ROAD, THENCE 6.2
 SS0482'MILES EAST ALONG A DIRT ROAD, IN SECTION 14, T 15 N, R 9 E, 0.1 MILE
 SS0482'EAST OF A GATE ACROSS THE ROAD, ABOUT 0.15 MILE WEST OF SOME OLD
 SS0482'ABANDONED RANCH BUILDINGS, 40 FEET NORTH OF THE CENTER LINE OF THE
 SS0482'ROAD, SET IN THE TOP OF A BOULDER WHICH PROJECTS 18 INCHES, AND ABOUT
 SS0482'5 FEET ABOVE THE LEVEL OF THE ROAD.
 SS0482
 SS0482                          STATION RECOVERY (1984)
 SS0482
 SS0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0306 ***********************************************************************
 SS0306  DESIGNATION -  G 191
 SS0306  PID         -  SS0306
 SS0306  STATE/COUNTY-  MT/CASCADE
 SS0306  USGS QUAD   -  MONARCH (1995)
 SS0306
 SS0306                         *CURRENT SURVEY CONTROL
 SS0306  ___________________________________________________________________
 SS0306* NAD 83(1986)-  47 02 16.     (N)    110 47 16.     (W)     SCALED    
 SS0306* NAVD 88     -      1489.847  (meters)    4887.94   (feet)  ADJUSTED  
 SS0306  ___________________________________________________________________
 SS0306  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 SS0306  DYNAMIC HT  -        1489.535 (meters)    4886.92  (feet)  COMP
 SS0306  MODELED GRAV-     980,351.5   (mgal)                       NAVD 88
 SS0306
 SS0306  VERT ORDER  -  SECOND    CLASS 0
 SS0306
 SS0306.The horizontal coordinates were scaled from a topographic map and have
 SS0306.an estimated accuracy of +/- 6 seconds.
 SS0306
 SS0306.The orthometric height was determined by differential leveling
 SS0306.and adjusted by the National Geodetic Survey in June 1991..
 SS0306
 SS0306.The geoid height was determined by GEOID03.
 SS0306
 SS0306.The dynamic height is computed by dividing the NAVD 88
 SS0306.geopotential number by the normal gravity value computed on the
 SS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0306.degrees latitude (g = 980.6199 gals.).
 SS0306
 SS0306.The modeled gravity was interpolated from observed gravity values.
 SS0306
 SS0306;                    North         East    Units  Estimated Accuracy
 SS0306;SPC MT       -   310,580.      502,190.      MT  (+/- 180 meters Scaled)
 SS0306
 SS0306                          SUPERSEDED SURVEY CONTROL
 SS0306
 SS0306  NGVD 29 (??/??/92) 1488.816  (m)         4884.56   (f) ADJ UNCH    2 0
 SS0306
 SS0306.Superseded values are not recommended for survey control.
 SS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0306.See file dsdata.txt to determine how the superseded data were derived.
 SS0306
 SS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT161093(NAD 83)
 SS0306_MARKER: DB = BENCH MARK DISK
 SS0306_SETTING: 80 = SET IN A BOULDER
 SS0306_SP_SET: BOULDER
 SS0306_STAMPING: G 191 1961
 SS0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0306+STABILITY: SURFACE MOTION
 SS0306
 SS0306  HISTORY     - Date     Condition        Report By
 SS0306  HISTORY     - 1961     MONUMENTED       CGS
 SS0306
 SS0306                          STATION DESCRIPTION
 SS0306
 SS0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0306'4.95 MI SE FROM MONARCH.
 SS0306'ABOUT 4.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0306'SCHOOL AT MONARCH, IN SECTION 25, T 15 N, R 7 E, 0.1 MILE SOUTHEAST OF
 SS0306'THE JUNCTION OF THE HIGHWAY AND A ROAD LEADING TO THE SUN MOUNTAIN
 SS0306'RANCH, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 SS0306'TOP OF A GRANITE BOULDER WHICH PROJECTS 6 INCHES, 29 FEET NORTHEAST OF
 SS0306'THE NORTHEAST BANK OF BELT CREEK, 4.5 FEET NORTHEAST OF A METAL
 SS0306'WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0330 ***********************************************************************
 SS0330  DESIGNATION -  G 192
 SS0330  PID         -  SS0330
 SS0330  STATE/COUNTY-  MT/CASCADE
 SS0330  USGS QUAD   -  RICEVILLE (1995)
 SS0330
 SS0330                         *CURRENT SURVEY CONTROL
 SS0330  ___________________________________________________________________
 SS0330* NAD 83(1986)-  47 11 37.     (N)    110 56 50.     (W)     SCALED    
 SS0330* NAVD 88     -      1368.420  (meters)    4489.56   (feet)  ADJUSTED  
 SS0330  ___________________________________________________________________
 SS0330  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 SS0330  DYNAMIC HT  -        1368.212 (meters)    4488.88  (feet)  COMP
 SS0330  MODELED GRAV-     980,412.6   (mgal)                       NAVD 88
 SS0330
 SS0330  VERT ORDER  -  SECOND    CLASS 0
 SS0330
 SS0330.The horizontal coordinates were scaled from a topographic map and have
 SS0330.an estimated accuracy of +/- 6 seconds.
 SS0330
 SS0330.The orthometric height was determined by differential leveling
 SS0330.and adjusted by the National Geodetic Survey in June 1991..
 SS0330
 SS0330.The geoid height was determined by GEOID03.
 SS0330
 SS0330.The dynamic height is computed by dividing the NAVD 88
 SS0330.geopotential number by the normal gravity value computed on the
 SS0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0330.degrees latitude (g = 980.6199 gals.).
 SS0330
 SS0330.The modeled gravity was interpolated from observed gravity values.
 SS0330
 SS0330;                    North         East    Units  Estimated Accuracy
 SS0330;SPC MT       -   328,100.      490,400.      MT  (+/- 180 meters Scaled)
 SS0330
 SS0330                          SUPERSEDED SURVEY CONTROL
 SS0330
 SS0330  NGVD 29 (??/??/92) 1367.433  (m)         4486.32   (f) ADJ UNCH    2 0
 SS0330
 SS0330.Superseded values are not recommended for survey control.
 SS0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0330.See file dsdata.txt to determine how the superseded data were derived.
 SS0330
 SS0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT039266(NAD 83)
 SS0330_MARKER: DB = BENCH MARK DISK
 SS0330_SETTING: 66 = SET IN ROCK OUTCROP
 SS0330_SP_SET: SANDSTONE
 SS0330_STAMPING: G 192 1961
 SS0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0330+STABILITY: POSITION/ELEVATION WELL
 SS0330
 SS0330  HISTORY     - Date     Condition        Report By
 SS0330  HISTORY     - 1961     MONUMENTED       CGS
 SS0330
 SS0330                          STATION DESCRIPTION
 SS0330
 SS0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0330'15.9 MI S FROM BELT.
 SS0330'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0330'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0330'THENCE 2.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 34, T 17
 SS0330'N, R 6 E, ON THE OUTSIDE OF A CURVE AND 44 FEET EAST OF THE CENTER
 SS0330'LINE OF THE ROAD, SET IN THE TOP OF A FLAT SANDSTONE FLUSH WITH THE
 SS0330'GROUND, 15 FEET EAST OF A FENCE, 15.5 FEET EAST OF A METAL WITNESS
 SS0330'POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0517 ***********************************************************************
 SR0517  DESIGNATION -  G 193
 SR0517  PID         -  SR0517
 SR0517  STATE/COUNTY-  MT/FERGUS
 SR0517  USGS QUAD   -  HILGER NW (1985)
 SR0517
 SR0517                         *CURRENT SURVEY CONTROL
 SR0517  ___________________________________________________________________
 SR0517* NAD 83(1986)-  47 27 07.     (N)    109 29 19.     (W)     SCALED    
 SR0517* NAVD 88     -      1040.583  (meters)    3413.98   (feet)  ADJUSTED  
 SR0517  ___________________________________________________________________
 SR0517  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 SR0517  DYNAMIC HT  -        1040.533 (meters)    3413.82  (feet)  COMP
 SR0517  MODELED GRAV-     980,527.9   (mgal)                       NAVD 88
 SR0517
 SR0517  VERT ORDER  -  SECOND    CLASS 0
 SR0517
 SR0517.The horizontal coordinates were scaled from a topographic map and have
 SR0517.an estimated accuracy of +/- 6 seconds.
 SR0517
 SR0517.The orthometric height was determined by differential leveling
 SR0517.and adjusted by the National Geodetic Survey in June 1991..
 SR0517
 SR0517.The geoid height was determined by GEOID03.
 SR0517
 SR0517.The dynamic height is computed by dividing the NAVD 88
 SR0517.geopotential number by the normal gravity value computed on the
 SR0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0517.degrees latitude (g = 980.6199 gals.).
 SR0517
 SR0517.The modeled gravity was interpolated from observed gravity values.
 SR0517
 SR0517;                    North         East    Units  Estimated Accuracy
 SR0517;SPC MT       -   355,790.      600,860.      MT  (+/- 180 meters Scaled)
 SR0517
 SR0517                          SUPERSEDED SURVEY CONTROL
 SR0517
 SR0517  NGVD 29 (??/??/92) 1039.755  (m)         3411.26   (f) ADJ UNCH    2 0
 SR0517
 SR0517.Superseded values are not recommended for survey control.
 SR0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0517.See file dsdata.txt to determine how the superseded data were derived.
 SR0517
 SR0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT139564(NAD 83)
 SR0517_MARKER: DB = BENCH MARK DISK
 SR0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0517_SP_SET: 33 FT.
 SR0517_STAMPING: G 193 1961
 SR0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0517
 SR0517  HISTORY     - Date     Condition        Report By
 SR0517  HISTORY     - 1961     MONUMENTED       CGS
 SR0517
 SR0517                          STATION DESCRIPTION
 SR0517
 SR0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0517'9.3 MI SW FROM SUFFOLK.
 SR0517'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0517'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0517'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.75 MILES SOUTH
 SR0517'ALONG A GRAVELED ROAD, IN SECTION 36, T 20 N, R 17 E, 83 FEET
 SR0517'NORTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD AND A GRAVELED
 SR0517'ROAD LEADING EAST, 71 FEET EAST OF THE CENTER LINE OF THE ROAD, 50
 SR0517'FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD LEADING EAST, 34
 SR0517'FEET EAST OF A FENCE CORNER, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.5 FEET
 SR0517'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SR0517'ROADS, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0517'DRIVEN TO A DEPTH OF 33 FEET AND ENCASED IN A 6-INCH TILE WHICH
 SR0517'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0027 ***********************************************************************
 SS0027  DESIGNATION -  G 194
 SS0027  PID         -  SS0027
 SS0027  STATE/COUNTY-  MT/FERGUS
 SS0027  USGS QUAD   -  COFFEE CREEK (1979)
 SS0027
 SS0027                         *CURRENT SURVEY CONTROL
 SS0027  ___________________________________________________________________
 SS0027* NAD 83(1986)-  47 19 38.     (N)    110 02 36.     (W)     SCALED    
 SS0027* NAVD 88     -      1161.286  (meters)    3809.99   (feet)  ADJUSTED  
 SS0027  ___________________________________________________________________
 SS0027  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 SS0027  DYNAMIC HT  -        1161.192 (meters)    3809.68  (feet)  COMP
 SS0027  MODELED GRAV-     980,491.2   (mgal)                       NAVD 88
 SS0027
 SS0027  VERT ORDER  -  SECOND    CLASS 0
 SS0027
 SS0027.The horizontal coordinates were scaled from a topographic map and have
 SS0027.an estimated accuracy of +/- 6 seconds.
 SS0027
 SS0027.The orthometric height was determined by differential leveling
 SS0027.and adjusted by the National Geodetic Survey in June 1991..
 SS0027
 SS0027.The geoid height was determined by GEOID03.
 SS0027
 SS0027.The dynamic height is computed by dividing the NAVD 88
 SS0027.geopotential number by the normal gravity value computed on the
 SS0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0027.degrees latitude (g = 980.6199 gals.).
 SS0027
 SS0027.The modeled gravity was interpolated from observed gravity values.
 SS0027
 SS0027;                    North         East    Units  Estimated Accuracy
 SS0027;SPC MT       -   342,080.      558,950.      MT  (+/- 180 meters Scaled)
 SS0027
 SS0027                          SUPERSEDED SURVEY CONTROL
 SS0027
 SS0027  NGVD 29 (??/??/92) 1160.421  (m)         3807.15   (f) ADJ UNCH    2 0
 SS0027
 SS0027.Superseded values are not recommended for survey control.
 SS0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0027.See file dsdata.txt to determine how the superseded data were derived.
 SS0027
 SS0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT722419(NAD 83)
 SS0027_MARKER: DB = BENCH MARK DISK
 SS0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0027_STAMPING: G 194 1961
 SS0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0027+STABILITY: SURFACE MOTION
 SS0027
 SS0027  HISTORY     - Date     Condition        Report By
 SS0027  HISTORY     - 1961     MONUMENTED       CGS
 SS0027
 SS0027                          STATION DESCRIPTION
 SS0027
 SS0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0027'2.7 MI SE FROM COFFEE CREEK.
 SS0027'ABOUT 1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0027'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT COFFEE
 SS0027'CREEK, THENCE 1.0 MILE SOUTH ALONG A TRAIL ROAD TO THE CREST OF A
 SS0027'HILL, IN SECTION 15, T 18 N, R 13 E, 32 FEET WEST OF THE CENTER LINE
 SS0027'OF THE TRAIL ROAD, 245 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 SS0027'FIELD ROAD LEADING EAST, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 SS0027'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0027'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0561 ***********************************************************************
 SR0561  DESIGNATION -  G 195
 SR0561  PID         -  SR0561
 SR0561  STATE/COUNTY-  MT/FERGUS
 SR0561  USGS QUAD   -  LEWISTOWN (1985)
 SR0561
 SR0561                         *CURRENT SURVEY CONTROL
 SR0561  ___________________________________________________________________
 SR0561* NAD 83(1986)-  47 00 36.     (N)    109 25 03.     (W)     SCALED    
 SR0561* NAVD 88     -      1357.654  (meters)    4454.24   (feet)  ADJUSTED  
 SR0561  ___________________________________________________________________
 SR0561  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 SR0561  DYNAMIC HT  -        1357.455 (meters)    4453.58  (feet)  COMP
 SR0561  MODELED GRAV-     980,418.7   (mgal)                       NAVD 88
 SR0561
 SR0561  VERT ORDER  -  SECOND    CLASS 0
 SR0561
 SR0561.The horizontal coordinates were scaled from a topographic map and have
 SR0561.an estimated accuracy of +/- 6 seconds.
 SR0561
 SR0561.The orthometric height was determined by differential leveling
 SR0561.and adjusted by the National Geodetic Survey in June 1991..
 SR0561
 SR0561.The geoid height was determined by GEOID03.
 SR0561
 SR0561.The dynamic height is computed by dividing the NAVD 88
 SR0561.geopotential number by the normal gravity value computed on the
 SR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0561.degrees latitude (g = 980.6199 gals.).
 SR0561
 SR0561.The modeled gravity was interpolated from observed gravity values.
 SR0561
 SR0561;                    North         East    Units  Estimated Accuracy
 SR0561;SPC MT       -   306,690.      606,270.      MT  (+/- 180 meters Scaled)
 SR0561
 SR0561                          SUPERSEDED SURVEY CONTROL
 SR0561
 SR0561  NGVD 29 (??/??/92) 1356.756  (m)         4451.29   (f) ADJ UNCH    2 0
 SR0561
 SR0561.Superseded values are not recommended for survey control.
 SR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0561.See file dsdata.txt to determine how the superseded data were derived.
 SR0561
 SR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT202074(NAD 83)
 SR0561_MARKER: DB = BENCH MARK DISK
 SR0561_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0561_SP_SET: 11 FT.
 SR0561_STAMPING: G 195 1961
 SR0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0561
 SR0561  HISTORY     - Date     Condition        Report By
 SR0561  HISTORY     - 1961     MONUMENTED       CGS
 SR0561
 SR0561                          STATION DESCRIPTION
 SR0561
 SR0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0561'4.75 MI S FROM LEWISTOWN.
 SR0561'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0561'STATION AT LEWISTOWN, THENCE 1.35 MILES SOUTHEAST ALONG THE CHICAGO,
 SR0561'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, THENCE 0.1 MILE WEST ALONG A
 SR0561'PAVED ROAD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.95
 SR0561'MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 3, T 14 N, R 18 E, 42
 SR0561'FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF THE CENTER
 SR0561'LINE OF A PRIVATE DRIVEWAY, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET
 SR0561'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SR0561'ROAD AND ABOUT LEVEL WITH THE DRIVEWAY, A DISK ON THE TOP OF A
 SR0561'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS
 SR0561'ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0384 ***********************************************************************
 RV0384  DESIGNATION -  G 196
 RV0384  PID         -  RV0384
 RV0384  STATE/COUNTY-  MT/WHEATLAND
 RV0384  USGS QUAD   -  ELEPHANT ROCKS (1986)
 RV0384
 RV0384                         *CURRENT SURVEY CONTROL
 RV0384  ___________________________________________________________________
 RV0384* NAD 83(1986)-  46 39 50.     (N)    109 44 15.     (W)     SCALED    
 RV0384* NAVD 88     -      1386.497  (meters)    4548.87   (feet)  ADJUSTED  
 RV0384  ___________________________________________________________________
 RV0384  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 RV0384  DYNAMIC HT  -        1386.217 (meters)    4547.95  (feet)  COMP
 RV0384  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 RV0384
 RV0384  VERT ORDER  -  FIRST     CLASS II
 RV0384
 RV0384.The horizontal coordinates were scaled from a topographic map and have
 RV0384.an estimated accuracy of +/- 6 seconds.
 RV0384
 RV0384.The orthometric height was determined by differential leveling
 RV0384.and adjusted by the National Geodetic Survey in June 1991..
 RV0384
 RV0384.The geoid height was determined by GEOID03.
 RV0384
 RV0384.The dynamic height is computed by dividing the NAVD 88
 RV0384.geopotential number by the normal gravity value computed on the
 RV0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0384.degrees latitude (g = 980.6199 gals.).
 RV0384
 RV0384.The modeled gravity was interpolated from observed gravity values.
 RV0384
 RV0384;                    North         East    Units  Estimated Accuracy
 RV0384;SPC MT       -   268,260.      581,830.      MT  (+/- 180 meters Scaled)
 RV0384
 RV0384                          SUPERSEDED SURVEY CONTROL
 RV0384
 RV0384  NGVD 29 (??/??/92) 1385.532  (m)         4545.70   (f) ADJ UNCH    1 2
 RV0384
 RV0384.Superseded values are not recommended for survey control.
 RV0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0384.See file dsdata.txt to determine how the superseded data were derived.
 RV0384
 RV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS965685(NAD 83)
 RV0384_MARKER: DB = BENCH MARK DISK
 RV0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0384_STAMPING: G 196 1961
 RV0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0384+STABILITY: SURFACE MOTION
 RV0384
 RV0384  HISTORY     - Date     Condition        Report By
 RV0384  HISTORY     - 1961     MONUMENTED       CGS
 RV0384
 RV0384                          STATION DESCRIPTION
 RV0384
 RV0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0384'1.25 MI SE FROM JUDITH GAP.
 RV0384'ABOUT 1.25 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0384'STATION AT JUDITH GAP, 0.15 MILE SOUTHEAST OF MILE POLE 101, 0.1 MILE
 RV0384'NORTHWEST OF A GATE AND AN ABANDONED ROAD CROSSING, 70 FEET NORTHEAST
 RV0384'OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A FENCE, 1 1/2 FEET EAST OF
 RV0384'A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE TOP OF A
 RV0384'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0185 ***********************************************************************
 SS0185  DESIGNATION -  G 197
 SS0185  PID         -  SS0185
 SS0185  STATE/COUNTY-  MT/JUDITH BASIN
 SS0185  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0185
 SS0185                         *CURRENT SURVEY CONTROL
 SS0185  ___________________________________________________________________
 SS0185* NAD 83(1986)-  47 11 54.     (N)    110 28 06.     (W)     SCALED    
 SS0185* NAVD 88     -      1372.379  (meters)    4502.55   (feet)  ADJUSTED  
 SS0185  ___________________________________________________________________
 SS0185  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 SS0185  DYNAMIC HT  -        1372.176 (meters)    4501.88  (feet)  COMP
 SS0185  MODELED GRAV-     980,416.6   (mgal)                       NAVD 88
 SS0185
 SS0185  VERT ORDER  -  FIRST     CLASS II
 SS0185
 SS0185.The horizontal coordinates were scaled from a topographic map and have
 SS0185.an estimated accuracy of +/- 6 seconds.
 SS0185
 SS0185.The orthometric height was determined by differential leveling
 SS0185.and adjusted by the National Geodetic Survey in June 1991..
 SS0185
 SS0185.The geoid height was determined by GEOID03.
 SS0185
 SS0185.The dynamic height is computed by dividing the NAVD 88
 SS0185.geopotential number by the normal gravity value computed on the
 SS0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0185.degrees latitude (g = 980.6199 gals.).
 SS0185
 SS0185.The modeled gravity was interpolated from observed gravity values.
 SS0185
 SS0185;                    North         East    Units  Estimated Accuracy
 SS0185;SPC MT       -   328,070.      526,670.      MT  (+/- 180 meters Scaled)
 SS0185
 SS0185                          SUPERSEDED SURVEY CONTROL
 SS0185
 SS0185  NGVD 29 (??/??/92) 1371.422  (m)         4499.41   (f) ADJ UNCH    1 2
 SS0185
 SS0185.Superseded values are not recommended for survey control.
 SS0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0185.See file dsdata.txt to determine how the superseded data were derived.
 SS0185
 SS0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT402273(NAD 83)
 SS0185_MARKER: DB = BENCH MARK DISK
 SS0185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0185_SP_SET: 10 FT.
 SS0185_STAMPING: G 197 1961
 SS0185_PROJECTION: PROJECTING 2 CENTIMETERS
 SS0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0185_ROD/PIPE-DEPTH: 3.0  meters
 SS0185
 SS0185  HISTORY     - Date     Condition        Report By
 SS0185  HISTORY     - 1961     MONUMENTED       CGS
 SS0185  HISTORY     - 1980     GOOD             NGS
 SS0185
 SS0185                          STATION DESCRIPTION
 SS0185
 SS0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0185'5.0 MI SE FROM GEYSER.
 SS0185'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0185'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0185'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 3.0 MILES SOUTH ALONG A
 SS0185'GRAVELED ROAD, IN SECTION 33, T 17 N, R 10 E, 34 FEET EAST OF THE
 SS0185'CENTER LINE OF THE ROAD, 70 FEET SOUTHEAST OF THE CENTER OF THE
 SS0185'JUNCTION OF THE ROAD AND A ROAD LEADING EAST, 63 FEET SOUTH OF THE
 SS0185'CENTER LINE OF THE ROAD LEADING EAST, 15 FEET SOUTH OF A POWER POLE
 SS0185'BRACED BY 2 GUY WIRES, 1 1/2 FEET WEST OF A FENCE, 1.0 FEET EAST OF A
 SS0185'METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, A DISK ON THE TOP OF A
 SS0185'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 FEET AND
 SS0185'ENCASED IN A 6-INCH TILE WHICH PROJECTS 7 INCHES.
 SS0185
 SS0185                          STATION RECOVERY (1980)
 SS0185
 SS0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0185'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 87 FROM THE SCHOOL HOUSE IN
 SS0185'GEYSER THENCE 4.8 KM (3.0 MI) SOUTH ALONG A GRAVELED ROAD, AT A
 SS0185'GRAVELED ROAD ON THE LEFT, 18.3 METERS (60 FT) SOUTH OF THE CENTER
 SS0185'OF A GRAVELED ROAD, 10.4 METERS (34 FT) EAST OF THE CENTER OF THE
 SS0185'ROAD, 4.6 METERS (15.0 FT) SOUTH OF A UTILITY POLE AND 0.3 METER
 SS0185'(1.0 FT) WEST OF A FENCE.
 SS0185'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SS0185'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0473 ***********************************************************************
 RV0473  DESIGNATION -  G 198
 RV0473  PID         -  RV0473
 RV0473  STATE/COUNTY-  MT/FERGUS
 RV0473  USGS QUAD   -  WEST FORK BEAVER CREEK (1970)
 RV0473
 RV0473                         *CURRENT SURVEY CONTROL
 RV0473  ___________________________________________________________________
 RV0473* NAD 83(1986)-  46 54 39.     (N)    109 36 27.     (W)     SCALED    
 RV0473* NAVD 88     -      1405.836  (meters)    4612.31   (feet)  ADJUSTED  
 RV0473  ___________________________________________________________________
 RV0473  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 RV0473  DYNAMIC HT  -        1405.591 (meters)    4611.51  (feet)  COMP
 RV0473  MODELED GRAV-     980,389.4   (mgal)                       NAVD 88
 RV0473
 RV0473  VERT ORDER  -  SECOND    CLASS 0
 RV0473
 RV0473.The horizontal coordinates were scaled from a topographic map and have
 RV0473.an estimated accuracy of +/- 6 seconds.
 RV0473
 RV0473.The orthometric height was determined by differential leveling
 RV0473.and adjusted by the National Geodetic Survey in June 1991..
 RV0473
 RV0473.The geoid height was determined by GEOID03.
 RV0473
 RV0473.The dynamic height is computed by dividing the NAVD 88
 RV0473.geopotential number by the normal gravity value computed on the
 RV0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0473.degrees latitude (g = 980.6199 gals.).
 RV0473
 RV0473.The modeled gravity was interpolated from observed gravity values.
 RV0473
 RV0473;                    North         East    Units  Estimated Accuracy
 RV0473;SPC MT       -   295,680.      591,820.      MT  (+/- 180 meters Scaled)
 RV0473
 RV0473                          SUPERSEDED SURVEY CONTROL
 RV0473
 RV0473  NGVD 29 (??/??/92) 1404.895  (m)         4609.23   (f) ADJ UNCH    2 0
 RV0473
 RV0473.Superseded values are not recommended for survey control.
 RV0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0473.See file dsdata.txt to determine how the superseded data were derived.
 RV0473
 RV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS060961(NAD 83)
 RV0473_MARKER: DB = BENCH MARK DISK
 RV0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0473_SP_SET: 12 FT.
 RV0473_STAMPING: G 198 1961
 RV0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0473
 RV0473  HISTORY     - Date     Condition        Report By
 RV0473  HISTORY     - 1961     MONUMENTED       CGS
 RV0473
 RV0473                          STATION DESCRIPTION
 RV0473
 RV0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0473'10.0 MI SE FROM MOORE.
 RV0473'ABOUT 6.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 RV0473'U.S. HIGHWAY 87 AT MOORE, THENCE 1.5 MILE EAST ALONG A GRAVEL ROAD,
 RV0473'THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.5 MILE EAST ALONG
 RV0473'A GRAVEL ROAD, 0.8 MILE WEST OF BENCH MARK F 198, 46 FEET SOUTH OF THE
 RV0473'CENTER LINE OF THE ROAD, 35 FEET EAST OF THE CENTER LINE OF A TRACK
 RV0473'ROAD SOUTH, 59 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 73
 RV0473'FEET EAST AND ACROSS THE TRACK ROAD FROM A POWER POLE, 11 1/2 FEET
 RV0473'SOUTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE, 0.4 FOOT SOUTH OF A
 RV0473'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 RV0473'5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF
 RV0473'12 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH TILE
 RV0473'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0168 ***********************************************************************
 QY0168  DESIGNATION -  G 2
 QY0168  PID         -  QY0168
 QY0168  STATE/COUNTY-  MT/BEAVERHEAD
 QY0168  USGS QUAD   -  GLEN (1988)
 QY0168
 QY0168                         *CURRENT SURVEY CONTROL
 QY0168  ___________________________________________________________________
 QY0168* NAD 83(1986)-  45 27 23.     (N)    112 40 31.     (W)     SCALED    
 QY0168* NAVD 88     -      1514.324  (meters)    4968.24   (feet)  POSTED    
 QY0168  ___________________________________________________________________
 QY0168  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 QY0168  DYNAMIC HT  -        1513.710 (meters)    4966.23  (feet)  COMP
 QY0168  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 QY0168
 QY0168  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0168
 QY0168.The horizontal coordinates were scaled from a topographic map and have
 QY0168.an estimated accuracy of +/- 6 seconds.
 QY0168
 QY0168.The orthometric height was determined by differential leveling
 QY0168.and adjusted by the National Geodetic Survey in 1992..
 QY0168.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0168.rate of 0.0 thru 1.0 mm/km.
 QY0168
 QY0168.The geoid height was determined by GEOID03.
 QY0168
 QY0168.The dynamic height is computed by dividing the NAVD 88
 QY0168.geopotential number by the normal gravity value computed on the
 QY0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0168.degrees latitude (g = 980.6199 gals.).
 QY0168
 QY0168.The modeled gravity was interpolated from observed gravity values.
 QY0168
 QY0168;                    North         East    Units  Estimated Accuracy
 QY0168;SPC MT       -   139,110.      351,760.      MT  (+/- 180 meters Scaled)
 QY0168
 QY0168                          SUPERSEDED SURVEY CONTROL
 QY0168
 QY0168.No superseded survey control is available for this station.
 QY0168
 QY0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR690350(NAD 83)
 QY0168_MARKER: P = PIPE CAP
 QY0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QY0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QY0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0168
 QY0168  HISTORY     - Date     Condition        Report By
 QY0168  HISTORY     - UNK      MONUMENTED       CGS
 QY0168  HISTORY     - 1962     MARK NOT FOUND   NGS
 QY0168
 QY0168                          STATION DESCRIPTION
 QY0168
 QY0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0168'2.25 MI SE FROM GLEN.
 QY0168'2-1/4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 QY0168'STATION AT GLEN, OPPOSITE MILEPOST 346, 49 FEET S.E. OF THE TRACK, AND
 QY0168'2 FEET WEST OF THE RIGHT OF WAY.  A STANDARD CAP, FASTENED ON THE TOP
 QY0168'OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0319 ***********************************************************************
 ST0319  DESIGNATION -  G 2 Z
 ST0319  PID         -  ST0319
 ST0319  STATE/COUNTY-  MT/CASCADE
 ST0319  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0319
 ST0319                         *CURRENT SURVEY CONTROL
 ST0319  ___________________________________________________________________
 ST0319* NAD 83(1986)-  47 23 54.     (N)    112 00 57.     (W)     SCALED    
 ST0319* NAVD 88     -      1194.999  (meters)    3920.59   (feet)  ADJUSTED  
 ST0319  ___________________________________________________________________
 ST0319  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 ST0319  DYNAMIC HT  -        1194.857 (meters)    3920.13  (feet)  COMP
 ST0319  MODELED GRAV-     980,452.6   (mgal)                       NAVD 88
 ST0319
 ST0319  VERT ORDER  -  SECOND    CLASS 0
 ST0319
 ST0319.The horizontal coordinates were scaled from a topographic map and have
 ST0319.an estimated accuracy of +/- 6 seconds.
 ST0319
 ST0319.The orthometric height was determined by differential leveling
 ST0319.and adjusted by the National Geodetic Survey in June 1991..
 ST0319
 ST0319.The geoid height was determined by GEOID03.
 ST0319
 ST0319.The dynamic height is computed by dividing the NAVD 88
 ST0319.geopotential number by the normal gravity value computed on the
 ST0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0319.degrees latitude (g = 980.6199 gals.).
 ST0319
 ST0319.The modeled gravity was interpolated from observed gravity values.
 ST0319
 ST0319;                    North         East    Units  Estimated Accuracy
 ST0319;SPC MT       -   352,880.      410,230.      MT  (+/- 180 meters Scaled)
 ST0319
 ST0319                          SUPERSEDED SURVEY CONTROL
 ST0319
 ST0319  NGVD 29 (??/??/92) 1194.027  (m)         3917.40   (f) ADJ UNCH    2 0
 ST0319
 ST0319.Superseded values are not recommended for survey control.
 ST0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0319.See file dsdata.txt to determine how the superseded data were derived.
 ST0319
 ST0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT233499(NAD 83)
 ST0319_MARKER: DS = TRIANGULATION STATION DISK
 ST0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0319_STAMPING: G 2 Z 1961
 ST0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0319+STABILITY: SURFACE MOTION
 ST0319
 ST0319  HISTORY     - Date     Condition        Report By
 ST0319  HISTORY     - 1961     MONUMENTED       CGS
 ST0319
 ST0319                          STATION DESCRIPTION
 ST0319
 ST0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0319'8.25 MI SW FROM SIMMS.
 ST0319'8.05 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0319'HIGHWAY 21 AT SIMMS, THENCE 0.2 MILE WEST ACROSS COUNTRY, 0.2 MILE
 ST0319'WEST OF A GATE IN FENCE LINE, AT A CATTLE SHED, 56.4 FEET EAST OF THE
 ST0319'NORTHEAST CORNER OF THE SHED, 45.6 FEET NORTH OF G 2 Z R.M.1, 50.8
 ST0319'FEET EAST OF G 2 Z R.M.2, 2.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 ST0319'LEVEL WITH G 2 Z R.M.1, AND SET IN THE TOP OF A CONCRETE POST
 ST0319'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0317 ***********************************************************************
 ST0317  DESIGNATION -  G 2 Z AZ MK
 ST0317  PID         -  ST0317
 ST0317  STATE/COUNTY-  MT/CASCADE
 ST0317  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0317
 ST0317                         *CURRENT SURVEY CONTROL
 ST0317  ___________________________________________________________________
 ST0317* NAD 83(1986)-  47 24 14.     (N)    112 00 33.     (W)     SCALED    
 ST0317* NAVD 88     -      1221.523  (meters)    4007.61   (feet)  ADJUSTED  
 ST0317  ___________________________________________________________________
 ST0317  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 ST0317  DYNAMIC HT  -        1221.381 (meters)    4007.15  (feet)  COMP
 ST0317  MODELED GRAV-     980,454.1   (mgal)                       NAVD 88
 ST0317
 ST0317  VERT ORDER  -  SECOND    CLASS 0
 ST0317
 ST0317.The horizontal coordinates were scaled from a topographic map and have
 ST0317.an estimated accuracy of +/- 6 seconds.
 ST0317
 ST0317.The orthometric height was determined by differential leveling
 ST0317.and adjusted by the National Geodetic Survey in June 1991..
 ST0317
 ST0317.The geoid height was determined by GEOID03.
 ST0317
 ST0317.The dynamic height is computed by dividing the NAVD 88
 ST0317.geopotential number by the normal gravity value computed on the
 ST0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0317.degrees latitude (g = 980.6199 gals.).
 ST0317
 ST0317.The modeled gravity was interpolated from observed gravity values.
 ST0317
 ST0317;                    North         East    Units  Estimated Accuracy
 ST0317;SPC MT       -   353,480.      410,750.      MT  (+/- 180 meters Scaled)
 ST0317
 ST0317                          SUPERSEDED SURVEY CONTROL
 ST0317
 ST0317  NGVD 29 (??/??/92) 1220.555  (m)         4004.44   (f) ADJ UNCH    2 0
 ST0317
 ST0317.Superseded values are not recommended for survey control.
 ST0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0317.See file dsdata.txt to determine how the superseded data were derived.
 ST0317
 ST0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT238505(NAD 83)
 ST0317_MARKER: DZ = AZIMUTH MARK DISK
 ST0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0317_STAMPING: G 2 Z 1961
 ST0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0317+STABILITY: SURFACE MOTION
 ST0317
 ST0317  HISTORY     - Date     Condition        Report By
 ST0317  HISTORY     - 1961     MONUMENTED       CGS
 ST0317
 ST0317                          STATION DESCRIPTION
 ST0317
 ST0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0317'7.65 MI SW FROM SIMMS.
 ST0317'7.65 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0317'HIGHWAY 21 AT SIMMS, 62 1/2 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
 ST0317'THE HIGHWAY, 1.7 FEET WEST OF A FENCE, 1.8 FEET EAST-SOUTHEAST OF A
 ST0317'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 ST0317'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0318 ***********************************************************************
 ST0318  DESIGNATION -  G 2 Z RM 1
 ST0318  PID         -  ST0318
 ST0318  STATE/COUNTY-  MT/CASCADE
 ST0318  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0318
 ST0318                         *CURRENT SURVEY CONTROL
 ST0318  ___________________________________________________________________
 ST0318* NAD 83(1986)-  47 23 54.     (N)    112 00 58.     (W)     SCALED    
 ST0318* NAVD 88     -      1195.199  (meters)    3921.25   (feet)  ADJUSTED  
 ST0318  ___________________________________________________________________
 ST0318  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 ST0318  DYNAMIC HT  -        1195.057 (meters)    3920.78  (feet)  COMP
 ST0318  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 ST0318
 ST0318  VERT ORDER  -  SECOND    CLASS 0
 ST0318
 ST0318.The horizontal coordinates were scaled from a topographic map and have
 ST0318.an estimated accuracy of +/- 6 seconds.
 ST0318
 ST0318.The orthometric height was determined by differential leveling
 ST0318.and adjusted by the National Geodetic Survey in June 1991..
 ST0318
 ST0318.The geoid height was determined by GEOID03.
 ST0318
 ST0318.The dynamic height is computed by dividing the NAVD 88
 ST0318.geopotential number by the normal gravity value computed on the
 ST0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0318.degrees latitude (g = 980.6199 gals.).
 ST0318
 ST0318.The modeled gravity was interpolated from observed gravity values.
 ST0318
 ST0318;                    North         East    Units  Estimated Accuracy
 ST0318;SPC MT       -   352,880.      410,210.      MT  (+/- 180 meters Scaled)
 ST0318
 ST0318                          SUPERSEDED SURVEY CONTROL
 ST0318
 ST0318  NGVD 29 (??/??/92) 1194.226  (m)         3918.06   (f) ADJ UNCH    2 0
 ST0318
 ST0318.Superseded values are not recommended for survey control.
 ST0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0318.See file dsdata.txt to determine how the superseded data were derived.
 ST0318
 ST0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT233499(NAD 83)
 ST0318_MARKER: DR = REFERENCE MARK DISK
 ST0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0318_STAMPING: G 2 Z NO. 1 1961
 ST0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0318+STABILITY: SURFACE MOTION
 ST0318
 ST0318  HISTORY     - Date     Condition        Report By
 ST0318  HISTORY     - 1961     MONUMENTED       CGS
 ST0318
 ST0318                          STATION DESCRIPTION
 ST0318
 ST0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0318'8.25 MI SW FROM SIMMS.
 ST0318'8.05 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0318'HIGHWAY 21 AT SIMMS, THENCE 0.2 MILE WEST ACROSS COUNTRY, 0.2 MILE
 ST0318'WEST OF A GATE IN FENCE LINE, AT A CATTLE SHED, 45.6 FEET SOUTH OF G 2
 ST0318'Z, 71.2 FEET SOUTHEAST OF J 2 Z R.M.2, ABOUT LEVEL WITH J 2 Z, AND SET
 ST0318'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0320 ***********************************************************************
 ST0320  DESIGNATION -  G 2 Z RM 2
 ST0320  PID         -  ST0320
 ST0320  STATE/COUNTY-  MT/CASCADE
 ST0320  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0320
 ST0320                         *CURRENT SURVEY CONTROL
 ST0320  ___________________________________________________________________
 ST0320* NAD 83(1986)-  47 23 54.     (N)    112 01 02.     (W)     SCALED    
 ST0320* NAVD 88     -      1195.815  (meters)    3923.27   (feet)  ADJUSTED  
 ST0320  ___________________________________________________________________
 ST0320  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 ST0320  DYNAMIC HT  -        1195.673 (meters)    3922.80  (feet)  COMP
 ST0320  MODELED GRAV-     980,452.4   (mgal)                       NAVD 88
 ST0320
 ST0320  VERT ORDER  -  SECOND    CLASS 0
 ST0320
 ST0320.The horizontal coordinates were scaled from a topographic map and have
 ST0320.an estimated accuracy of +/- 6 seconds.
 ST0320
 ST0320.The orthometric height was determined by differential leveling
 ST0320.and adjusted by the National Geodetic Survey in June 1991..
 ST0320
 ST0320.The geoid height was determined by GEOID03.
 ST0320
 ST0320.The dynamic height is computed by dividing the NAVD 88
 ST0320.geopotential number by the normal gravity value computed on the
 ST0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0320.degrees latitude (g = 980.6199 gals.).
 ST0320
 ST0320.The modeled gravity was interpolated from observed gravity values.
 ST0320
 ST0320;                    North         East    Units  Estimated Accuracy
 ST0320;SPC MT       -   352,890.      410,120.      MT  (+/- 180 meters Scaled)
 ST0320
 ST0320                          SUPERSEDED SURVEY CONTROL
 ST0320
 ST0320  NGVD 29 (??/??/92) 1194.843  (m)         3920.08   (f) ADJ UNCH    2 0
 ST0320
 ST0320.Superseded values are not recommended for survey control.
 ST0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0320.See file dsdata.txt to determine how the superseded data were derived.
 ST0320
 ST0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT232499(NAD 83)
 ST0320_MARKER: DR = REFERENCE MARK DISK
 ST0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0320_STAMPING: G 2 Z NO. 2 1961
 ST0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0320+STABILITY: SURFACE MOTION
 ST0320
 ST0320  HISTORY     - Date     Condition        Report By
 ST0320  HISTORY     - 1961     MONUMENTED       CGS
 ST0320
 ST0320                          STATION DESCRIPTION
 ST0320
 ST0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0320'8.25 MI SW FROM SIMMS.
 ST0320'8.05 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0320'HIGHWAY 21 AT SIMMS, THENCE 0.2 MILE WEST ACROSS COUNTRY, 0.2 MILE
 ST0320'WEST OF A GATE IN FENCE LINE, AT THE NORTHEAST CORNER OF A CATTLE
 ST0320'SHED, 71.2 FEET NORTHWEST OF G 2 Z R.M.1, 50.8 FEET WEST OF G 2 Z,
 ST0320'10.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SHED, ABOUT 3 FEET
 ST0320'HIGHER THAN THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 ST0320'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0175 ***********************************************************************
 TJ0175  DESIGNATION -  G 20
 TJ0175  PID         -  TJ0175
 TJ0175  STATE/COUNTY-  MT/VALLEY
 TJ0175  USGS QUAD   -  TAMPICO (1978)
 TJ0175
 TJ0175                         *CURRENT SURVEY CONTROL
 TJ0175  ___________________________________________________________________
 TJ0175* NAD 83(1986)-  48 16 41.     (N)    106 47 32.     (W)     SCALED    
 TJ0175* NAVD 88     -       642.175  (meters)    2106.87   (feet)  POSTED    
 TJ0175  ___________________________________________________________________
 TJ0175  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0175  DYNAMIC HT  -         642.250 (meters)    2107.12  (feet)  COMP
 TJ0175  MODELED GRAV-     980,704.8   (mgal)                       NAVD 88
 TJ0175
 TJ0175  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0175
 TJ0175.The horizontal coordinates were scaled from a topographic map and have
 TJ0175.an estimated accuracy of +/- 6 seconds.
 TJ0175
 TJ0175.The orthometric height was determined by differential leveling
 TJ0175.and adjusted by the National Geodetic Survey in 1992..
 TJ0175.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0175.rate of 0.0 thru 1.0 mm/km.
 TJ0175
 TJ0175.The geoid height was determined by GEOID03.
 TJ0175
 TJ0175.The dynamic height is computed by dividing the NAVD 88
 TJ0175.geopotential number by the normal gravity value computed on the
 TJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0175.degrees latitude (g = 980.6199 gals.).
 TJ0175
 TJ0175.The modeled gravity was interpolated from observed gravity values.
 TJ0175
 TJ0175;                    North         East    Units  Estimated Accuracy
 TJ0175;SPC MT       -   451,070.      800,870.      MT  (+/- 180 meters Scaled)
 TJ0175
 TJ0175                          SUPERSEDED SURVEY CONTROL
 TJ0175
 TJ0175  NGVD 29 (??/??/92)  641.529  (m)         2104.75   (f) ADJ UNCH    1 2
 TJ0175
 TJ0175.Superseded values are not recommended for survey control.
 TJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0175.See file dsdata.txt to determine how the superseded data were derived.
 TJ0175
 TJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP670487(NAD 83)
 TJ0175_MARKER: DB = BENCH MARK DISK
 TJ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0175_STAMPING: 2104.750
 TJ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0175+STABILITY: SURFACE MOTION
 TJ0175
 TJ0175  HISTORY     - Date     Condition        Report By
 TJ0175  HISTORY     - UNK      MONUMENTED       CGS
 TJ0175  HISTORY     - 1953     GOOD             DOD
 TJ0175  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0175
 TJ0175                          STATION DESCRIPTION
 TJ0175
 TJ0175'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TJ0175'2.5 MI E FROM TAMPICO.
 TJ0175'2.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM TAMPICO, VALLEY
 TJ0175'COUNTY, 60 FEET WEST OF MILEPOST 287, 75 FEET WEST OF BRIDGE 391, AND
 TJ0175'90 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED 2104.750 AND SET
 TJ0175'IN THE TOP OF A CONCRETE POST.
 TJ0175
 TJ0175                          STATION RECOVERY (1980)
 TJ0175
 TJ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0524 ***********************************************************************
 RV0524  DESIGNATION -  G 200
 RV0524  PID         -  RV0524
 RV0524  STATE/COUNTY-  MT/WHEATLAND
 RV0524  USGS QUAD   -  YAPLE BENCH (1995)
 RV0524
 RV0524                         *CURRENT SURVEY CONTROL
 RV0524  ___________________________________________________________________
 RV0524* NAD 83(1986)-  46 39 53.     (N)    109 37 12.     (W)     SCALED    
 RV0524* NAVD 88     -      1495.873  (meters)    4907.71   (feet)  ADJUSTED  
 RV0524  ___________________________________________________________________
 RV0524  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RV0524  DYNAMIC HT  -        1495.555 (meters)    4906.67  (feet)  COMP
 RV0524  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 RV0524
 RV0524  VERT ORDER  -  SECOND    CLASS 0
 RV0524
 RV0524.The horizontal coordinates were scaled from a topographic map and have
 RV0524.an estimated accuracy of +/- 6 seconds.
 RV0524
 RV0524.The orthometric height was determined by differential leveling
 RV0524.and adjusted by the National Geodetic Survey in June 1991..
 RV0524
 RV0524.The geoid height was determined by GEOID03.
 RV0524
 RV0524.The dynamic height is computed by dividing the NAVD 88
 RV0524.geopotential number by the normal gravity value computed on the
 RV0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0524.degrees latitude (g = 980.6199 gals.).
 RV0524
 RV0524.The modeled gravity was interpolated from observed gravity values.
 RV0524
 RV0524;                    North         East    Units  Estimated Accuracy
 RV0524;SPC MT       -   268,340.      590,820.      MT  (+/- 180 meters Scaled)
 RV0524
 RV0524                          SUPERSEDED SURVEY CONTROL
 RV0524
 RV0524  NGVD 29 (??/??/92) 1494.892  (m)         4904.49   (f) ADJ UNCH    2 0
 RV0524
 RV0524.Superseded values are not recommended for survey control.
 RV0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0524.See file dsdata.txt to determine how the superseded data were derived.
 RV0524
 RV0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS055688(NAD 83)
 RV0524_MARKER: DB = BENCH MARK DISK
 RV0524_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0524_SP_SET: 10.5 FT.
 RV0524_STAMPING: G 200 1961
 RV0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0524
 RV0524  HISTORY     - Date     Condition        Report By
 RV0524  HISTORY     - 1961     MONUMENTED       CGS
 RV0524
 RV0524                          STATION DESCRIPTION
 RV0524
 RV0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0524'7.3 MI E FROM JUDITH GAP.
 RV0524'ABOUT 7.15 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0524'GAP, AT A CURVE IN THE ROAD WITH TANGENTS EAST AND SOUTH, AT THE
 RV0524'JUNCTION OF AN OLD ROAD GARDE LEADING WEST, 287 FEET SOUTHWEST OF THE
 RV0524'SOUTH END OF A 84-INCH PIPE CULVERT THAT IS UNDER A ROAD TO THE NORTH
 RV0524'OF THE ONE ON WHICH THE MARK IS SET, 288 FEET SOUTH OF THE CENTER LINE
 RV0524'OF THE NORTH ONE OF THE TWO ROADS, 37 FEET NORTHWEST OF THE CENTER OF
 RV0524'A TURN IN THE SOUTH ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE OLD
 RV0524'ROAD GRADE, 1 1/2 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS
 RV0524'POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROAD WHICH IS
 RV0524'DRIVEN TO REFUSAL AT A DEPTH OF 10 1/2 FEET.  THE UPPER PORTION OF THE
 RV0524'ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0018 ***********************************************************************
 TH0018  DESIGNATION -  G 203
 TH0018  PID         -  TH0018
 TH0018  STATE/COUNTY-  MT/SHERIDAN
 TH0018  USGS QUAD   -  PARK LAKE (1983)
 TH0018
 TH0018                         *CURRENT SURVEY CONTROL
 TH0018  ___________________________________________________________________
 TH0018* NAD 83(1986)-  48 53 18.     (N)    104 18 28.     (W)     SCALED    
 TH0018* NAVD 88     -       719.018  (meters)    2358.98   (feet)  ADJUSTED  
 TH0018  ___________________________________________________________________
 TH0018  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 TH0018  DYNAMIC HT  -         719.137 (meters)    2359.37  (feet)  COMP
 TH0018  MODELED GRAV-     980,751.4   (mgal)                       NAVD 88
 TH0018
 TH0018  VERT ORDER  -  SECOND    CLASS 0
 TH0018
 TH0018.The horizontal coordinates were scaled from a topographic map and have
 TH0018.an estimated accuracy of +/- 6 seconds.
 TH0018
 TH0018.The orthometric height was determined by differential leveling
 TH0018.and adjusted by the National Geodetic Survey in June 1991..
 TH0018
 TH0018.The geoid height was determined by GEOID03.
 TH0018
 TH0018.The dynamic height is computed by dividing the NAVD 88
 TH0018.geopotential number by the normal gravity value computed on the
 TH0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0018.degrees latitude (g = 980.6199 gals.).
 TH0018
 TH0018.The modeled gravity was interpolated from observed gravity values.
 TH0018
 TH0018;                    North         East    Units  Estimated Accuracy
 TH0018;SPC MT       -   528,070.      980,470.      MT  (+/- 180 meters Scaled)
 TH0018
 TH0018                          SUPERSEDED SURVEY CONTROL
 TH0018
 TH0018  NGVD 29 (??/??/92)  718.460  (m)         2357.15   (f) ADJ UNCH    2 0
 TH0018
 TH0018.Superseded values are not recommended for survey control.
 TH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0018.See file dsdata.txt to determine how the superseded data were derived.
 TH0018
 TH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ507152(NAD 83)
 TH0018_MARKER: DB = BENCH MARK DISK
 TH0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0018_STAMPING: G-203 -- 1934
 TH0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0018+STABILITY: SURFACE MOTION
 TH0018
 TH0018  HISTORY     - Date     Condition        Report By
 TH0018  HISTORY     - 1934     MONUMENTED       CGS
 TH0018  HISTORY     - 1977     GOOD             USGS
 TH0018
 TH0018                          STATION DESCRIPTION
 TH0018
 TH0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0018'3.9 MI E FROM DOOLEY.
 TH0018'LOCATED 3.9 MILES EAST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE.
 TH0018'MARIE RAILWAY DEPOT AT DOOLEY.  3 1/2 TELEGRAPH POLES SOUTHWEST OF OF
 TH0018'MILEPOST 634.  53 FEET NORTHEAST OF CENTERLINE OF RAILWAY CROSSING. 40
 TH0018'FEET EAST OF CENTERLINE OF ROAD CROSSING TRACK.  39.1 FEET NORTHWEST
 TH0018'OF NORTHWEST RAIL OF TRACK.  4.4 FEET SOUTH OF RAILWAY FENCE. A
 TH0018'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH. NOTE-- THE
 TH0018'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE
 TH0018'RAILROAD.
 TH0018
 TH0018                          STATION RECOVERY (1977)
 TH0018
 TH0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0018'ABOUT 3.9 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 TH0018'MARIE RAILWAY FROM DOOLEY, SHERIDAN COUNTY, ABOUT 1 1/2 POLES SW OF
 TH0018'MILEPOST 634 1280 FEET NE ALONG THE RR FROM A ROAD CROSSING, 39 FEET
 TH0018'NW OF THE NW RAIL, 4 FEET SE OF THE ROW FENCE, 40 FEET NE OF AN OLD
 TH0018'GATE IN THE ROW FENCE, A STANDARD DISK STAMPED G-203 1934 AND SET IN
 TH0018'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0226 ***********************************************************************
 RT0226  DESIGNATION -  G 204
 RT0226  PID         -  RT0226
 RT0226  STATE/COUNTY-  MT/CUSTER
 RT0226  USGS QUAD   -  RED KNOB (1969)
 RT0226
 RT0226                         *CURRENT SURVEY CONTROL
 RT0226  ___________________________________________________________________
 RT0226* NAD 83(1986)-  46 20 15.     (N)    105 11 27.     (W)     SCALED    
 RT0226* NAVD 88     -       852.330  (meters)    2796.35   (feet)  ADJUSTED  
 RT0226  ___________________________________________________________________
 RT0226  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RT0226  DYNAMIC HT  -         852.242 (meters)    2796.06  (feet)  COMP
 RT0226  MODELED GRAV-     980,482.3   (mgal)                       NAVD 88
 RT0226
 RT0226  VERT ORDER  -  SECOND    CLASS 0
 RT0226
 RT0226.The horizontal coordinates were scaled from a topographic map and have
 RT0226.an estimated accuracy of +/- 6 seconds.
 RT0226
 RT0226.The orthometric height was determined by differential leveling
 RT0226.and adjusted by the National Geodetic Survey in June 1991..
 RT0226
 RT0226.The geoid height was determined by GEOID03.
 RT0226
 RT0226.The dynamic height is computed by dividing the NAVD 88
 RT0226.geopotential number by the normal gravity value computed on the
 RT0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0226.degrees latitude (g = 980.6199 gals.).
 RT0226
 RT0226.The modeled gravity was interpolated from observed gravity values.
 RT0226
 RT0226;                    North         East    Units  Estimated Accuracy
 RT0226;SPC MT       -   241,090.      931,420.      MT  (+/- 180 meters Scaled)
 RT0226
 RT0226                          SUPERSEDED SURVEY CONTROL
 RT0226
 RT0226  NGVD 29 (??/??/92)  851.760  (m)         2794.48   (f) ADJ UNCH    2 0
 RT0226
 RT0226.Superseded values are not recommended for survey control.
 RT0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0226.See file dsdata.txt to determine how the superseded data were derived.
 RT0226
 RT0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM853315(NAD 83)
 RT0226_MARKER: DB = BENCH MARK DISK
 RT0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0226_STAMPING: G 204 1934
 RT0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0226+STABILITY: SURFACE MOTION
 RT0226
 RT0226  HISTORY     - Date     Condition        Report By
 RT0226  HISTORY     - 1934     MONUMENTED       CGS
 RT0226  HISTORY     - 1941     GOOD             NGS
 RT0226  HISTORY     - 1969     GOOD             USGS
 RT0226
 RT0226                          STATION DESCRIPTION
 RT0226
 RT0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RT0226'5.2 MI SW FROM KNOWLTON.
 RT0226'5.2 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO MIZPAH FROM THE
 RT0226'SCHOOLHOUSE AT KNOWLTON, CUSTER COUNTY, 134 YARDS WEST OF THE
 RT0226'CENTERLINE OF A WOODEN BRIDGE OVER A DRY DITCH, 167 FEET EAST OF THE
 RT0226'SOUTH END OF A 24-INCH CORRUGATED-IRON PIPE CULVERT, 100 YARDS SOUTH
 RT0226'OF THE CENTERLINE OF A DRY CREEK BED PARALLELING THE ROAD, 37 FEET
 RT0226'SOUTH OF THE CENTERLINE OF THE ROAD, AND 18 FEET NORTH OF THE
 RT0226'CENTERLINE OF THE OLD ROAD BED.  A STANDARD DISK, STAMPED G 204 1934
 RT0226'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 RT0226'GROUND.
 RT0226
 RT0226                          STATION RECOVERY (1969)
 RT0226
 RT0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0097 ***********************************************************************
 QU0097  DESIGNATION -  G 205
 QU0097  PID         -  QU0097
 QU0097  STATE/COUNTY-  MT/CUSTER
 QU0097  USGS QUAD   -  POWDERVILLE (1979)
 QU0097
 QU0097                         *CURRENT SURVEY CONTROL
 QU0097  ___________________________________________________________________
 QU0097* NAD 83(1986)-  45 51 11.     (N)    105 01 58.     (W)     SCALED    
 QU0097* NAVD 88     -       852.087  (meters)    2795.56   (feet)  ADJUSTED  
 QU0097  ___________________________________________________________________
 QU0097  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 QU0097  DYNAMIC HT  -         851.950 (meters)    2795.11  (feet)  COMP
 QU0097  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 QU0097
 QU0097  VERT ORDER  -  SECOND    CLASS 0
 QU0097
 QU0097.The horizontal coordinates were scaled from a topographic map and have
 QU0097.an estimated accuracy of +/- 6 seconds.
 QU0097
 QU0097.The orthometric height was determined by differential leveling
 QU0097.and adjusted by the National Geodetic Survey in June 1991..
 QU0097
 QU0097.The geoid height was determined by GEOID03.
 QU0097
 QU0097.The dynamic height is computed by dividing the NAVD 88
 QU0097.geopotential number by the normal gravity value computed on the
 QU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0097.degrees latitude (g = 980.6199 gals.).
 QU0097
 QU0097.The modeled gravity was interpolated from observed gravity values.
 QU0097
 QU0097;                    North         East    Units  Estimated Accuracy
 QU0097;SPC MT       -   188,040.      946,630.      MT  (+/- 180 meters Scaled)
 QU0097
 QU0097                          SUPERSEDED SURVEY CONTROL
 QU0097
 QU0097  NGVD 29 (??/??/92)  851.505  (m)         2793.65   (f) ADJ UNCH    2 0
 QU0097
 QU0097.Superseded values are not recommended for survey control.
 QU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0097.See file dsdata.txt to determine how the superseded data were derived.
 QU0097
 QU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL974777(NAD 83)
 QU0097_MARKER: DB = BENCH MARK DISK
 QU0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0097_STAMPING: G-205 1934
 QU0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0097+STABILITY: SURFACE MOTION
 QU0097
 QU0097  HISTORY     - Date     Condition        Report By
 QU0097  HISTORY     - 1934     MONUMENTED       CGS
 QU0097  HISTORY     - 1973     GOOD             USGS
 QU0097
 QU0097                          STATION DESCRIPTION
 QU0097
 QU0097'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0097'7 MI N FROM POWDERVILLE.
 QU0097'7.0 MILES NORTH POWDER RIVER BRIDGE AT POWDERVILLE, POWDER
 QU0097'RIVER COUNTY, 1.0 MILE WEST OF, THENCE 7.3 MILES NORTH ALONG
 QU0097'COUNTY ROAD TO MIZPAH.  BENCH MARK IS LOCATED 300 FEET NORTHEAST
 QU0097'AND 32 FEET NORTHWEST ROAD AT DRIVE WEST.  A STANDARD DISK,
 QU0097'STAMPED G-205 1934 AND SET IN TOP OF A CONCRETE POST PROJECTING
 QU0097'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0081 ***********************************************************************
 QU0081  DESIGNATION -  G 206
 QU0081  PID         -  QU0081
 QU0081  STATE/COUNTY-  MT/CARTER
 QU0081  USGS QUAD   -  EKALAKA (1993)
 QU0081
 QU0081                         *CURRENT SURVEY CONTROL
 QU0081  ___________________________________________________________________
 QU0081* NAD 83(1986)-  45 56 28.     (N)    104 37 12.     (W)     SCALED    
 QU0081* NAVD 88     -      1034.660  (meters)    3394.55   (feet)  ADJUSTED  
 QU0081  ___________________________________________________________________
 QU0081  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 QU0081  DYNAMIC HT  -        1034.474 (meters)    3393.94  (feet)  COMP
 QU0081  MODELED GRAV-     980,399.9   (mgal)                       NAVD 88
 QU0081
 QU0081  VERT ORDER  -  SECOND    CLASS 0
 QU0081
 QU0081.The horizontal coordinates were scaled from a topographic map and have
 QU0081.an estimated accuracy of +/- 6 seconds.
 QU0081
 QU0081.The orthometric height was determined by differential leveling
 QU0081.and adjusted by the National Geodetic Survey in June 1991..
 QU0081
 QU0081.The geoid height was determined by GEOID03.
 QU0081
 QU0081.The dynamic height is computed by dividing the NAVD 88
 QU0081.geopotential number by the normal gravity value computed on the
 QU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0081.degrees latitude (g = 980.6199 gals.).
 QU0081
 QU0081.The modeled gravity was interpolated from observed gravity values.
 QU0081
 QU0081;                    North         East    Units  Estimated Accuracy
 QU0081;SPC MT       -   199,720.      978,010.      MT  (+/- 180 meters Scaled)
 QU0081
 QU0081                          SUPERSEDED SURVEY CONTROL
 QU0081
 QU0081  NGVD 29 (??/??/92) 1034.055  (m)         3392.56   (f) ADJ UNCH    2 0
 QU0081
 QU0081.Superseded values are not recommended for survey control.
 QU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0081.See file dsdata.txt to determine how the superseded data were derived.
 QU0081
 QU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL294875(NAD 83)
 QU0081_MARKER: DB = BENCH MARK DISK
 QU0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0081_STAMPING: G 206 1934
 QU0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0081+STABILITY: SURFACE MOTION
 QU0081
 QU0081  HISTORY     - Date     Condition        Report By
 QU0081  HISTORY     - 1934     MONUMENTED       CGS
 QU0081  HISTORY     - 1973     GOOD             NGS
 QU0081
 QU0081                          STATION DESCRIPTION
 QU0081
 QU0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QU0081'6.4 MI NW FROM EKALAKA.
 QU0081'FROM THE COUNTY COURTHOUSE IN EKALAKA, GO NORTH 1 BLOCK, WEST
 QU0081'0.3 MILE, NORTH 0.2 MILE, WEST 1.1 MILES TO A Y, KEEP RIGHT
 QU0081'FORK 4.15 MILES TO A LONG CURVE TO THE LEFT (FROM NORTH TO
 QU0081'NORTHWEST) 180 FEET NORTHEAST OF THE CENTER OF THE CURVE, 38
 QU0081'FEET WEST OF A T-FENCE CORNER, 4 FEET EAST OF THE EAST GATEPOST,
 QU0081'2 1/2 FEET SOUTH OF THE FENCE LINE AND 1 FOOT SOUTH OF A
 QU0081'METAL WITNESS POST.  A STANDARD DISK SET IN A 6-INCH SQUARE
 QU0081'CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0255 ***********************************************************************
 RT0255  DESIGNATION -  G 207
 RT0255  PID         -  RT0255
 RT0255  STATE/COUNTY-  MT/CUSTER
 RT0255  USGS QUAD   -  LOCATE SW (1969)
 RT0255
 RT0255                         *CURRENT SURVEY CONTROL
 RT0255  ___________________________________________________________________
 RT0255* NAD 83(1986)-  46 19 01.     (N)    105 25 25.     (W)     SCALED    
 RT0255* NAVD 88     -       875.388  (meters)    2872.00   (feet)  ADJUSTED  
 RT0255  ___________________________________________________________________
 RT0255  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RT0255  DYNAMIC HT  -         875.288 (meters)    2871.67  (feet)  COMP
 RT0255  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 RT0255
 RT0255  VERT ORDER  -  SECOND    CLASS 0
 RT0255
 RT0255.The horizontal coordinates were scaled from a topographic map and have
 RT0255.an estimated accuracy of +/- 6 seconds.
 RT0255
 RT0255.The orthometric height was determined by differential leveling
 RT0255.and adjusted by the National Geodetic Survey in June 1991..
 RT0255
 RT0255.The geoid height was determined by GEOID03.
 RT0255
 RT0255.The dynamic height is computed by dividing the NAVD 88
 RT0255.geopotential number by the normal gravity value computed on the
 RT0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0255.degrees latitude (g = 980.6199 gals.).
 RT0255
 RT0255.The modeled gravity was interpolated from observed gravity values.
 RT0255
 RT0255;                    North         East    Units  Estimated Accuracy
 RT0255;SPC MT       -   237,850.      913,650.      MT  (+/- 180 meters Scaled)
 RT0255
 RT0255                          SUPERSEDED SURVEY CONTROL
 RT0255
 RT0255  NGVD 29 (??/??/92)  874.782  (m)         2870.01   (f) ADJ UNCH    2 0
 RT0255
 RT0255.Superseded values are not recommended for survey control.
 RT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0255.See file dsdata.txt to determine how the superseded data were derived.
 RT0255
 RT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM673293(NAD 83)
 RT0255_MARKER: DB = BENCH MARK DISK
 RT0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0255_STAMPING: G 207 1934
 RT0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0255+STABILITY: SURFACE MOTION
 RT0255
 RT0255  HISTORY     - Date     Condition        Report By
 RT0255  HISTORY     - 1934     MONUMENTED       CGS
 RT0255  HISTORY     - 1969     MARK NOT FOUND   USGS
 RT0255
 RT0255                          STATION DESCRIPTION
 RT0255
 RT0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0255'7.5 MI W FROM MIZPAH.
 RT0255'ABOUT 7.5 MILES WEST ALONG THE MILES CITY-EKALAKA ROAD FROM THE POST
 RT0255'OFFICE AT MIZPAH, CUSTER COUNTY, ABOUT 9.6 MILES WEST OF THE POWDER
 RT0255'RIVER BRIDGE NEAR MIZPAH, ABOUT 0.1 MILE WEST OF A SMALL CRY COULEE,
 RT0255'ABOUT 100 YARDS EAST OF A CURVE TO THE LEFT, AND 42 FEET NORTH OF THE
 RT0255'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED G 207 1934 AND SET
 RT0255'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 RT0255
 RT0255                          STATION RECOVERY (1969)
 RT0255
 RT0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0027 ***********************************************************************
 RT0027  DESIGNATION -  G 208 RESET
 RT0027  PID         -  RT0027
 RT0027  STATE/COUNTY-  MT/WIBAUX
 RT0027  USGS QUAD   -  CARLYLE NW (1981)
 RT0027
 RT0027                         *CURRENT SURVEY CONTROL
 RT0027  ___________________________________________________________________
 RT0027* NAD 83(1986)-  46 40 14.     (N)    104 13 43.     (W)     SCALED    
 RT0027* NAVD 88     -       908.46   (meters)    2980.5    (feet)  RESET     
 RT0027  ___________________________________________________________________
 RT0027  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 RT0027
 RT0027  VERT ORDER  -  THIRD
 RT0027
 RT0027.The horizontal coordinates were scaled from a topographic map and have
 RT0027.an estimated accuracy of +/- 6 seconds.
 RT0027
 RT0027.The orthometric height was computed from unverified reset data.
 RT0027
 RT0027.The geoid height was determined by GEOID03.
 RT0027
 RT0027;                    North         East    Units  Estimated Accuracy
 RT0027;SPC MT       -   282,540.    1,002,840.      MT  (+/- 180 meters Scaled)
 RT0027
 RT0027                          SUPERSEDED SURVEY CONTROL
 RT0027
 RT0027.No superseded survey control is available for this station.
 RT0027
 RT0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM590688(NAD 83)
 RT0027_MARKER: DB = BENCH MARK DISK
 RT0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0027_STAMPING: G 208 RESET 1941
 RT0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0027+STABILITY: SURFACE MOTION
 RT0027
 RT0027  HISTORY     - Date     Condition        Report By
 RT0027  HISTORY     - 1941     MONUMENTED       MTDH
 RT0027  HISTORY     - 1942     GOOD             MTDH
 RT0027  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0027
 RT0027                          STATION DESCRIPTION
 RT0027
 RT0027'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1942
 RT0027'24.3 MI S FROM WIBAUX.
 RT0027'24.3 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE NORTHERN PACIFIC
 RT0027'RAILWAY STATION AT WIBAUX, WIBAUX COUNTY, 90 YARDS SOUTH OF A SLOUGH
 RT0027'AND CULVERT ACROSS THE HIGHWAY, AT A SECTION-LINE INTERSECTION, 18.5
 RT0027'FEET NORTH OF THE CENTERLINE OF A ROAD LEADING WEST TO A COAL FIELD,
 RT0027'AND 59 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 RT0027'STAMPED G 208 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
 RT0027
 RT0027                          STATION RECOVERY (1976)
 RT0027
 RT0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0083 ***********************************************************************
 RT0083  DESIGNATION -  G 209
 RT0083  PID         -  RT0083
 RT0083  STATE/COUNTY-  MT/FALLON
 RT0083  USGS QUAD   -  WILLARD (1981)
 RT0083
 RT0083                         *CURRENT SURVEY CONTROL
 RT0083  ___________________________________________________________________
 RT0083* NAD 83(1986)-  46 08 19.     (N)    104 22 02.     (W)     SCALED    
 RT0083* NAVD 88     -       982.783  (meters)    3224.35   (feet)  ADJUSTED  
 RT0083  ___________________________________________________________________
 RT0083  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 RT0083  DYNAMIC HT  -         982.635 (meters)    3223.86  (feet)  COMP
 RT0083  MODELED GRAV-     980,430.6   (mgal)                       NAVD 88
 RT0083
 RT0083  VERT ORDER  -  SECOND    CLASS 0
 RT0083
 RT0083.The horizontal coordinates were scaled from a topographic map and have
 RT0083.an estimated accuracy of +/- 6 seconds.
 RT0083
 RT0083.The orthometric height was determined by differential leveling
 RT0083.and adjusted by the National Geodetic Survey in June 1991..
 RT0083
 RT0083.The geoid height was determined by GEOID03.
 RT0083
 RT0083.The dynamic height is computed by dividing the NAVD 88
 RT0083.geopotential number by the normal gravity value computed on the
 RT0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0083.degrees latitude (g = 980.6199 gals.).
 RT0083
 RT0083.The modeled gravity was interpolated from observed gravity values.
 RT0083
 RT0083;                    North         East    Units  Estimated Accuracy
 RT0083;SPC MT       -   222,860.      996,130.      MT  (+/- 180 meters Scaled)
 RT0083
 RT0083                          SUPERSEDED SURVEY CONTROL
 RT0083
 RT0083  NGVD 29 (??/??/92)  982.176  (m)         3222.36   (f) ADJ UNCH    2 0
 RT0083
 RT0083.Superseded values are not recommended for survey control.
 RT0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0083.See file dsdata.txt to determine how the superseded data were derived.
 RT0083
 RT0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM488096(NAD 83)
 RT0083_MARKER: DB = BENCH MARK DISK
 RT0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0083_STAMPING: G 209 1934
 RT0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0083+STABILITY: SURFACE MOTION
 RT0083
 RT0083  HISTORY     - Date     Condition        Report By
 RT0083  HISTORY     - 1934     MONUMENTED       CGS
 RT0083  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0083
 RT0083                          STATION DESCRIPTION
 RT0083
 RT0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0083'18.6 MI S FROM BAKER.
 RT0083'18.6 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE AT
 RT0083'BAKER, FALLON COUNTY, ABOUT 2.9 MILES SOUTH OF THE POST OFFICE AND
 RT0083'STORE AT WILLARD, 195 YARDS SOUTHWEST OF A SMALL WOODEN BRIDGE OVER A
 RT0083'DRAW, 40 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.6 FEET
 RT0083'SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED G 209 1934 AND SET IN
 RT0083'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 RT0083'NOTE-- STATE HIGHWAY 7 HAS BEEN RELOCATED.
 RT0083
 RT0083                          STATION RECOVERY (1976)
 RT0083
 RT0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0083'NOTE-- STATE HWY 7 HAS BEEN RELOCATED. SITE OF MARK IS 3.8 MI S OF
 RT0083'WILLARD POST OFFICE ALONG COUNTY ROAD (OLD HWY). 195 YDS SW OF DUCK
 RT0083'CREEK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0351 ***********************************************************************
 TJ0351  DESIGNATION -  G 21
 TJ0351  PID         -  TJ0351
 TJ0351  STATE/COUNTY-  MT/PHILLIPS
 TJ0351  USGS QUAD   -  ROBINSON RANCH (1984)
 TJ0351
 TJ0351                         *CURRENT SURVEY CONTROL
 TJ0351  ___________________________________________________________________
 TJ0351* NAD 83(1986)-  48 27 30.     (N)    107 28 42.     (W)     SCALED    
 TJ0351* NAVD 88     -       677.974  (meters)    2224.32   (feet)  POSTED    
 TJ0351  ___________________________________________________________________
 TJ0351  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TJ0351  DYNAMIC HT  -         678.070 (meters)    2224.63  (feet)  COMP
 TJ0351  MODELED GRAV-     980,731.2   (mgal)                       NAVD 88
 TJ0351
 TJ0351  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0351
 TJ0351.The horizontal coordinates were scaled from a topographic map and have
 TJ0351.an estimated accuracy of +/- 6 seconds.
 TJ0351
 TJ0351.The orthometric height was determined by differential leveling
 TJ0351.and adjusted by the National Geodetic Survey in 1992..
 TJ0351.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0351.rate of 0.0 thru 1.0 mm/km.
 TJ0351
 TJ0351.The geoid height was determined by GEOID03.
 TJ0351
 TJ0351.The dynamic height is computed by dividing the NAVD 88
 TJ0351.geopotential number by the normal gravity value computed on the
 TJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0351.degrees latitude (g = 980.6199 gals.).
 TJ0351
 TJ0351.The modeled gravity was interpolated from observed gravity values.
 TJ0351
 TJ0351;                    North         East    Units  Estimated Accuracy
 TJ0351;SPC MT       -   469,570.      749,470.      MT  (+/- 180 meters Scaled)
 TJ0351
 TJ0351                          SUPERSEDED SURVEY CONTROL
 TJ0351
 TJ0351  NGVD 29 (??/??/92)  677.258  (m)         2221.97   (f) ADJ UNCH    1 2
 TJ0351
 TJ0351.Superseded values are not recommended for survey control.
 TJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0351.See file dsdata.txt to determine how the superseded data were derived.
 TJ0351
 TJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP167702(NAD 83)
 TJ0351_MARKER: B = BOLT
 TJ0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TJ0351_SP_SET: CULVERT
 TJ0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0351
 TJ0351  HISTORY     - Date     Condition        Report By
 TJ0351  HISTORY     - UNK      MONUMENTED       CGS
 TJ0351  HISTORY     - 1934     GOOD             NGS
 TJ0351  HISTORY     - 1978     MARK NOT FOUND   USGS
 TJ0351  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0351
 TJ0351                          STATION DESCRIPTION
 TJ0351
 TJ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0351'0.3 MI W FROM ASHFIELD.
 TJ0351'0.3 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM ASHFIELD,
 TJ0351'PHILLIPS COUNTY, AT CULVERT 449, AND IN THE TOP OF THE SOUTH SIDE.  A
 TJ0351'COPPER BOLT, MARKED USBM.
 TJ0351
 TJ0351                          STATION RECOVERY (1978)
 TJ0351
 TJ0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TJ0351'MARK NOT FOUND.
 TJ0351
 TJ0351                          STATION RECOVERY (1980)
 TJ0351
 TJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0221 ***********************************************************************
 RY0221  DESIGNATION -  G 211
 RY0221  PID         -  RY0221
 RY0221  STATE/COUNTY-  MT/RAVALLI
 RY0221  USGS QUAD   -  SADDLE MTN (1987)
 RY0221
 RY0221                         *CURRENT SURVEY CONTROL
 RY0221  ___________________________________________________________________
 RY0221* NAD 83(1986)-  46 08 40.     (N)    114 30 17.     (W)     SCALED    
 RY0221* NAVD 88     -      1941.232  (meters)    6368.86   (feet)  ADJUSTED  
 RY0221  ___________________________________________________________________
 RY0221  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 RY0221  DYNAMIC HT  -        1940.398 (meters)    6366.12  (feet)  COMP
 RY0221  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 RY0221
 RY0221  VERT ORDER  -  SECOND    CLASS 0
 RY0221
 RY0221.The horizontal coordinates were scaled from a topographic map and have
 RY0221.an estimated accuracy of +/- 6 seconds.
 RY0221
 RY0221.The orthometric height was determined by differential leveling
 RY0221.and adjusted by the National Geodetic Survey in June 1991..
 RY0221
 RY0221.The geoid height was determined by GEOID03.
 RY0221
 RY0221.The dynamic height is computed by dividing the NAVD 88
 RY0221.geopotential number by the normal gravity value computed on the
 RY0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0221.degrees latitude (g = 980.6199 gals.).
 RY0221
 RY0221.The modeled gravity was interpolated from observed gravity values.
 RY0221
 RY0221;                    North         East    Units  Estimated Accuracy
 RY0221;SPC MT       -   222,870.      213,780.      MT  (+/- 180 meters Scaled)
 RY0221
 RY0221                          SUPERSEDED SURVEY CONTROL
 RY0221
 RY0221  NGVD 29 (??/??/92) 1939.934  (m)         6364.60   (f) ADJ UNCH    2 0
 RY0221
 RY0221.Superseded values are not recommended for survey control.
 RY0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0221.See file dsdata.txt to determine how the superseded data were derived.
 RY0221
 RY0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM927131(NAD 83)
 RY0221_MARKER: DB = BENCH MARK DISK
 RY0221_SETTING: 80 = SET IN A BOULDER
 RY0221_STAMPING: G 211 1965
 RY0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0221+STABILITY: SURFACE MOTION
 RY0221
 RY0221  HISTORY     - Date     Condition        Report By
 RY0221  HISTORY     - 1965     MONUMENTED       CGS
 RY0221
 RY0221                          STATION DESCRIPTION
 RY0221
 RY0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0221'26.55 MI NW FROM DARBY.
 RY0221'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0221'THENCE 19.55 MILES WEST ALONG LOST HORSE ROAD, 1.15 MILES NORTH OF THE
 RY0221'LOST HORSE GUARD STATION, 0.7 MILE SOUTH OF THE SOUTH END OF THE SOUTH
 RY0221'ONE OF TWIN LAKES, IN THE TOP OF A 5- BY 9-FOOT BOULDER PROJECTING 3
 RY0221'1/2 FEET ABOVE THE GROUND, 79 FEET EAST OF THE CENTER LINE OF THE
 RY0221'ROAD, 80 FEET NORTH OF A SMALL STREAM, 9 1/2 FEET NORTHWEST OF A
 RY0221'12-INCH PINE TREE, 9 1/2 FEET NORTHEAST OF AN 18-INCH PINE TREE, AND
 RY0221'ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0312 ***********************************************************************
 QW0312  DESIGNATION -  G 216
 QW0312  PID         -  QW0312
 QW0312  STATE/COUNTY-  MT/STILLWATER
 QW0312  USGS QUAD   -  ROSCOE NW (1956)
 QW0312
 QW0312                         *CURRENT SURVEY CONTROL
 QW0312  ___________________________________________________________________
 QW0312* NAD 83(1986)-  45 27 51.     (N)    109 26 51.     (W)     SCALED    
 QW0312* NAVD 88     -      1313.925  (meters)    4310.77   (feet)  POSTED    
 QW0312  ___________________________________________________________________
 QW0312  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 QW0312  DYNAMIC HT  -        1313.510 (meters)    4309.41  (feet)  COMP
 QW0312  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 QW0312
 QW0312  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0312
 QW0312.The horizontal coordinates were scaled from a topographic map and have
 QW0312.an estimated accuracy of +/- 6 seconds.
 QW0312
 QW0312.The orthometric height was determined by differential leveling
 QW0312.and adjusted by the National Geodetic Survey in 1992..
 QW0312.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0312.rate of 1.1 thru 2.0 mm/km.
 QW0312
 QW0312.The geoid height was determined by GEOID03.
 QW0312
 QW0312.The dynamic height is computed by dividing the NAVD 88
 QW0312.geopotential number by the normal gravity value computed on the
 QW0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0312.degrees latitude (g = 980.6199 gals.).
 QW0312
 QW0312.The modeled gravity was interpolated from observed gravity values.
 QW0312
 QW0312;                    North         East    Units  Estimated Accuracy
 QW0312;SPC MT       -   134,950.      604,110.      MT  (+/- 180 meters Scaled)
 QW0312
 QW0312                          SUPERSEDED SURVEY CONTROL
 QW0312
 QW0312  NGVD 29 (??/??/92) 1313.028  (m)         4307.83   (f) ADJ UNCH    2 0
 QW0312
 QW0312.Superseded values are not recommended for survey control.
 QW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0312.See file dsdata.txt to determine how the superseded data were derived.
 QW0312
 QW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR213356(NAD 83)
 QW0312_MARKER: DB = BENCH MARK DISK
 QW0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0312_STAMPING: G 216 1934
 QW0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0312+STABILITY: SURFACE MOTION
 QW0312
 QW0312  HISTORY     - Date     Condition        Report By
 QW0312  HISTORY     - 1934     MONUMENTED       CGS
 QW0312  HISTORY     - 1954     GOOD             NGS
 QW0312
 QW0312                          STATION DESCRIPTION
 QW0312
 QW0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QW0312'18.1 MI SW FROM COLUMBUS.
 QW0312'18.1 MILES SOUTHWEST ALONG THE ROAD LEADING TO RED LODGE FROM
 QW0312'COLUMBUS, STILLWATER COUNTY, 4.5 MILES SOUTHEAST OF ABSAROKEE, IN A
 QW0312'FIELD, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTH OF THE
 QW0312'NEAR EDGE OF AN IRRIGATION DITCH, 7.7 FEET SOUTHWEST OF A FENCE
 QW0312'CORNER, AND 5 FEET SOUTHEAST OF A TELEPHONE POLE.  A STANDARD DISK,
 QW0312'STAMPED G 216 1934 AND SET IN THE TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0152 ***********************************************************************
 RU0152  DESIGNATION -  G 217 RESET
 RU0152  PID         -  RU0152
 RU0152  STATE/COUNTY-  MT/ROSEBUD
 RU0152  USGS QUAD   -  GRIFFIN COULEE NE (1984)
 RU0152
 RU0152                         *CURRENT SURVEY CONTROL
 RU0152  ___________________________________________________________________
 RU0152* NAD 83(1986)-  46 10 45.     (N)    106 48 42.     (W)     SCALED    
 RU0152* NAVD 88     -       817.322  (meters)    2681.50   (feet)  ADJUSTED  
 RU0152  ___________________________________________________________________
 RU0152  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 RU0152  DYNAMIC HT  -         817.226 (meters)    2681.18  (feet)  COMP
 RU0152  MODELED GRAV-     980,471.2   (mgal)                       NAVD 88
 RU0152
 RU0152  VERT ORDER  -  FIRST     CLASS II
 RU0152
 RU0152.The horizontal coordinates were scaled from a topographic map and have
 RU0152.an estimated accuracy of +/- 6 seconds.
 RU0152
 RU0152.The orthometric height was determined by differential leveling
 RU0152.and adjusted by the National Geodetic Survey in June 1991..
 RU0152
 RU0152.The geoid height was determined by GEOID03.
 RU0152
 RU0152.The dynamic height is computed by dividing the NAVD 88
 RU0152.geopotential number by the normal gravity value computed on the
 RU0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0152.degrees latitude (g = 980.6199 gals.).
 RU0152
 RU0152.The modeled gravity was interpolated from observed gravity values.
 RU0152
 RU0152;                    North         East    Units  Estimated Accuracy
 RU0152;SPC MT       -   217,940.      807,430.      MT  (+/- 180 meters Scaled)
 RU0152
 RU0152                          SUPERSEDED SURVEY CONTROL
 RU0152
 RU0152  NGVD 29 (??/??/92)  816.678  (m)         2679.38   (f) ADJ UNCH    1 2
 RU0152
 RU0152.Superseded values are not recommended for survey control.
 RU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0152.See file dsdata.txt to determine how the superseded data were derived.
 RU0152
 RU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM601155(NAD 83)
 RU0152_MARKER: DB = BENCH MARK DISK
 RU0152_SETTING: 80 = SET IN A BOULDER
 RU0152_SP_SET: BOULDER
 RU0152_STAMPING: G 217 1934 RESET 1960
 RU0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0152+STABILITY: SURFACE MOTION
 RU0152
 RU0152  HISTORY     - Date     Condition        Report By
 RU0152  HISTORY     - 1960     MONUMENTED       CGS
 RU0152
 RU0152                          STATION DESCRIPTION
 RU0152
 RU0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0152'12.0 MI SW FROM FORSYTH.
 RU0152'ABOUT 5.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0152'STATION AT FORSYTH TO THE JUNCTION AT NICHOLS, THENCE 6.1 MILES SOUTH
 RU0152'ALONG A SPUR LINE OF THE NORTHERN PACIFIC RAILROAD, 15 RAILS SOUTH OF
 RU0152'MILEPOST 6, IN SECTION 23, R 39 E, T 5 N, SET IN THE TOP OF A
 RU0152'SANDSTONE BOULDER, 31 FEET WEST OF THE WEST RAIL, 229 FEET NORTH OF
 RU0152'THE NORTH END OF A WOODEN BRIDGE, 53 FEET WEST OF THE WEST SIDE OF A
 RU0152'CLIFF, 39 FEET EAST OF A FENCE, AND ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0128 ***********************************************************************
 QV0128  DESIGNATION -  G 219
 QV0128  PID         -  QV0128
 QV0128  STATE/COUNTY-  MT/ROSEBUD
 QV0128  USGS QUAD   -  JIMTOWN (1978)
 QV0128
 QV0128                         *CURRENT SURVEY CONTROL
 QV0128  ___________________________________________________________________
 QV0128* NAD 83(1986)-  45 42 56.     (N)    106 40 08.     (W)     SCALED    
 QV0128* NAVD 88     -       955.981  (meters)    3136.41   (feet)  ADJUSTED  
 QV0128  ___________________________________________________________________
 QV0128  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 QV0128  DYNAMIC HT  -         955.785 (meters)    3135.77  (feet)  COMP
 QV0128  MODELED GRAV-     980,378.0   (mgal)                       NAVD 88
 QV0128
 QV0128  VERT ORDER  -  SECOND    CLASS 0
 QV0128
 QV0128.The horizontal coordinates were scaled from a topographic map and have
 QV0128.an estimated accuracy of +/- 6 seconds.
 QV0128
 QV0128.The orthometric height was determined by differential leveling
 QV0128.and adjusted by the National Geodetic Survey in June 1991..
 QV0128
 QV0128.The geoid height was determined by GEOID03.
 QV0128
 QV0128.The dynamic height is computed by dividing the NAVD 88
 QV0128.geopotential number by the normal gravity value computed on the
 QV0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0128.degrees latitude (g = 980.6199 gals.).
 QV0128
 QV0128.The modeled gravity was interpolated from observed gravity values.
 QV0128
 QV0128;                    North         East    Units  Estimated Accuracy
 QV0128;SPC MT       -   166,860.      820,300.      MT  (+/- 180 meters Scaled)
 QV0128
 QV0128                          SUPERSEDED SURVEY CONTROL
 QV0128
 QV0128  NGVD 29 (??/??/92)  955.278  (m)         3134.11   (f) ADJ UNCH    2 0
 QV0128
 QV0128.Superseded values are not recommended for survey control.
 QV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0128.See file dsdata.txt to determine how the superseded data were derived.
 QV0128
 QV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL701637(NAD 83)
 QV0128_MARKER: DB = BENCH MARK DISK
 QV0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0128_STAMPING: G 219 1934
 QV0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0128+STABILITY: SURFACE MOTION
 QV0128
 QV0128  HISTORY     - Date     Condition        Report By
 QV0128  HISTORY     - 1934     MONUMENTED       CGS
 QV0128  HISTORY     - 1957     GOOD             USGS
 QV0128
 QV0128                          STATION DESCRIPTION
 QV0128
 QV0128'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0128'7.3 MI N FROM LAME DEER.
 QV0128'7.3 MILES NORTH OF LAME DEER, ROSEBUD COUNTY, ALONG THE LAME DEER TO
 QV0128'COLSTRIP ROAD, 5.7 MILES SOUTHWEST OF A ROAD-Y LEADING TO ROSEBUD AT
 QV0128'THE DAVIDSON-MCKAY RANCH, 79 FEET EAST OF THE CENTERLINE OF THE ROAD,
 QV0128'292 FEET SOUTH AND 7.2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD AT
 QV0128'CROSS ROAD AND DRIVE TO THE RANCH.  A STANDARD DISK, STAMPED G 219
 QV0128'1934 AND SET IN THE TOP OF A CONCRETE POST, 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0095 ***********************************************************************
 QV0095  DESIGNATION -  G 220
 QV0095  PID         -  QV0095
 QV0095  STATE/COUNTY-  MT/BIG HORN
 QV0095  USGS QUAD   -  PAINTED HILL (1978)
 QV0095
 QV0095                         *CURRENT SURVEY CONTROL
 QV0095  ___________________________________________________________________
 QV0095* NAD 83(1986)-  45 35 10.     (N)    106 51 01.     (W)     SCALED    
 QV0095* NAVD 88     -      1011.877  (meters)    3319.80   (feet)  ADJUSTED  
 QV0095  ___________________________________________________________________
 QV0095  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 QV0095  DYNAMIC HT  -        1011.649 (meters)    3319.05  (feet)  COMP
 QV0095  MODELED GRAV-     980,356.1   (mgal)                       NAVD 88
 QV0095
 QV0095  VERT ORDER  -  SECOND    CLASS 0
 QV0095
 QV0095.The horizontal coordinates were scaled from a topographic map and have
 QV0095.an estimated accuracy of +/- 6 seconds.
 QV0095
 QV0095.The orthometric height was determined by differential leveling
 QV0095.and adjusted by the National Geodetic Survey in June 1991..
 QV0095
 QV0095.The geoid height was determined by GEOID03.
 QV0095
 QV0095.The dynamic height is computed by dividing the NAVD 88
 QV0095.geopotential number by the normal gravity value computed on the
 QV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0095.degrees latitude (g = 980.6199 gals.).
 QV0095
 QV0095.The modeled gravity was interpolated from observed gravity values.
 QV0095
 QV0095;                    North         East    Units  Estimated Accuracy
 QV0095;SPC MT       -   151,990.      806,680.      MT  (+/- 180 meters Scaled)
 QV0095
 QV0095                          SUPERSEDED SURVEY CONTROL
 QV0095
 QV0095  NGVD 29 (??/??/92) 1011.162  (m)         3317.45   (f) ADJ UNCH    2 0
 QV0095
 QV0095.Superseded values are not recommended for survey control.
 QV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0095.See file dsdata.txt to determine how the superseded data were derived.
 QV0095
 QV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL556497(NAD 83)
 QV0095_MARKER: DB = BENCH MARK DISK
 QV0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0095_STAMPING: G 220 1934
 QV0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0095+STABILITY: SURFACE MOTION
 QV0095
 QV0095  HISTORY     - Date     Condition        Report By
 QV0095  HISTORY     - 1934     MONUMENTED       CGS
 QV0095  HISTORY     - 1957     GOOD             USGS
 QV0095
 QV0095                          STATION DESCRIPTION
 QV0095
 QV0095'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0095'6.2 MI NE FROM BUSBY.
 QV0095'6.2 MILES NORTHEAST ALONG THE NEWLY ALIGNED STATE HIGHWAY 8, FROM THE
 QV0095'POST OFFICE AT BUSBY, BIG HORN COUNTY, 0.3 MILE SOUTHWEST OF THE
 QV0095'BRIDGE OVER KILLSNIGHT CREEK, 610 FEET EAST OF A BRASS CAP SECTION AT
 QV0095'A FENCE CORNER, 310 FEET SOUTH-SOUTHWEST OF A T-ROAD, 200 FEET
 QV0095'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 75 FEET SOUTHEAST OF
 QV0095'THE CENTERLINE OF THE OLD ROAD.  A STANDARD DISK, STAMPED G 220 1934
 QV0095'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0005 ***********************************************************************
 QV0005  DESIGNATION -  G 221
 QV0005  PID         -  QV0005
 QV0005  STATE/COUNTY-  MT/ROSEBUD
 QV0005  USGS QUAD   -  HOLLOWWOOD CREEK (1978)
 QV0005
 QV0005                         *CURRENT SURVEY CONTROL
 QV0005  ___________________________________________________________________
 QV0005* NAD 83(1986)-  45 36 51.     (N)    106 22 35.     (W)     SCALED    
 QV0005* NAVD 88     -      1025.444  (meters)    3364.31   (feet)  ADJUSTED  
 QV0005  ___________________________________________________________________
 QV0005  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 QV0005  DYNAMIC HT  -        1025.218 (meters)    3363.57  (feet)  COMP
 QV0005  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 QV0005
 QV0005  VERT ORDER  -  SECOND    CLASS 0
 QV0005
 QV0005.The horizontal coordinates were scaled from a topographic map and have
 QV0005.an estimated accuracy of +/- 6 seconds.
 QV0005
 QV0005.The orthometric height was determined by differential leveling
 QV0005.and adjusted by the National Geodetic Survey in June 1991..
 QV0005
 QV0005.The geoid height was determined by GEOID03.
 QV0005
 QV0005.The dynamic height is computed by dividing the NAVD 88
 QV0005.geopotential number by the normal gravity value computed on the
 QV0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0005.degrees latitude (g = 980.6199 gals.).
 QV0005
 QV0005.The modeled gravity was interpolated from observed gravity values.
 QV0005
 QV0005;                    North         East    Units  Estimated Accuracy
 QV0005;SPC MT       -   156,470.      843,500.      MT  (+/- 180 meters Scaled)
 QV0005
 QV0005                          SUPERSEDED SURVEY CONTROL
 QV0005
 QV0005  NGVD 29 (??/??/92) 1024.747  (m)         3362.02   (f) ADJ UNCH    2 0
 QV0005
 QV0005.Superseded values are not recommended for survey control.
 QV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0005.See file dsdata.txt to determine how the superseded data were derived.
 QV0005
 QV0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL926521(NAD 83)
 QV0005_MARKER: DB = BENCH MARK DISK
 QV0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0005_STAMPING: G 221 1934
 QV0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0005+STABILITY: SURFACE MOTION
 QV0005
 QV0005  HISTORY     - Date     Condition        Report By
 QV0005  HISTORY     - 1934     MONUMENTED       CGS
 QV0005  HISTORY     - 1957     MARK NOT FOUND   USGS
 QV0005
 QV0005                          STATION DESCRIPTION
 QV0005
 QV0005'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0005'6.4 MI W FROM ASHLAND.
 QV0005'6.4 MILES WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT ASHLAND,
 QV0005'ROSEBUD COUNTY, IN AN OPEN FIELD, 37.2 FEET SOUTH OF THE CENTERLINE OF
 QV0005'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 QV0005'DISK, STAMPED G 221 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0080 ***********************************************************************
 QV0080  DESIGNATION -  G 222
 QV0080  PID         -  QV0080
 QV0080  STATE/COUNTY-  MT/ROSEBUD
 QV0080  USGS QUAD   -  SPRING GULCH (1967)
 QV0080
 QV0080                         *CURRENT SURVEY CONTROL
 QV0080  ___________________________________________________________________
 QV0080* NAD 83(1986)-  45 13 08.     (N)    106 42 11.     (W)     SCALED    
 QV0080* NAVD 88     -      1002.628  (meters)    3289.46   (feet)  ADJUSTED  
 QV0080  ___________________________________________________________________
 QV0080  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QV0080  DYNAMIC HT  -        1002.344 (meters)    3288.52  (feet)  COMP
 QV0080  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 QV0080
 QV0080  VERT ORDER  -  SECOND    CLASS 0
 QV0080
 QV0080.The horizontal coordinates were scaled from a topographic map and have
 QV0080.an estimated accuracy of +/- 6 seconds.
 QV0080
 QV0080.The orthometric height was determined by differential leveling
 QV0080.and adjusted by the National Geodetic Survey in June 1991..
 QV0080
 QV0080.The geoid height was determined by GEOID03.
 QV0080
 QV0080.The dynamic height is computed by dividing the NAVD 88
 QV0080.geopotential number by the normal gravity value computed on the
 QV0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0080.degrees latitude (g = 980.6199 gals.).
 QV0080
 QV0080.The modeled gravity was interpolated from observed gravity values.
 QV0080
 QV0080;                    North         East    Units  Estimated Accuracy
 QV0080;SPC MT       -   111,610.      819,620.      MT  (+/- 180 meters Scaled)
 QV0080
 QV0080                          SUPERSEDED SURVEY CONTROL
 QV0080
 QV0080  NGVD 29 (??/??/92) 1001.941  (m)         3287.20   (f) ADJ UNCH    2 0
 QV0080
 QV0080.Superseded values are not recommended for survey control.
 QV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0080.See file dsdata.txt to determine how the superseded data were derived.
 QV0080
 QV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL662086(NAD 83)
 QV0080_MARKER: DB = BENCH MARK DISK
 QV0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0080_STAMPING: G 222 1934
 QV0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0080+STABILITY: SURFACE MOTION
 QV0080
 QV0080  HISTORY     - Date     Condition        Report By
 QV0080  HISTORY     - 1934     MONUMENTED       CGS
 QV0080
 QV0080                          STATION DESCRIPTION
 QV0080
 QV0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0080'13.8 MI SW FROM BIRNEY.
 QV0080'13.8 MILES SOUTHWEST ALONG THE ROAD LEADING TO DECKER FROM THE POST
 QV0080'OFFICE AT BIRNEY, ROSEBUD COUNTY, 0.8 MILE NORTHWEST OF THE FLYING V
 QV0080'RANCH, 276 FEET NORTH OF THE NORTH EDGE OF A CATTLE GUARD ON LEVEL
 QV0080'GROUND, 42 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 QV0080'SOUTHEAST OF A NORTHWEST FENCE CORNER, AND ABOUT LEVEL WITH THE ROAD.
 QV0080'A STANDARD DISK, STAMPED G 222 1934 AND SET IN THE TOP OF A CONCRETE
 QV0080'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0314 ***********************************************************************
 RT0314  DESIGNATION -  G 224
 RT0314  PID         -  RT0314
 RT0314  STATE/COUNTY-  MT/CUSTER
 RT0314  USGS QUAD   -  JACK CREEK (1969)
 RT0314
 RT0314                         *CURRENT SURVEY CONTROL
 RT0314  ___________________________________________________________________
 RT0314* NAD 83(1986)-  46 04 14.     (N)    105 52 13.     (W)     SCALED    
 RT0314* NAVD 88     -       827.430  (meters)    2714.66   (feet)  ADJUSTED  
 RT0314  ___________________________________________________________________
 RT0314  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RT0314  DYNAMIC HT  -         827.320 (meters)    2714.30  (feet)  COMP
 RT0314  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 RT0314
 RT0314  VERT ORDER  -  SECOND    CLASS 0
 RT0314
 RT0314.The horizontal coordinates were scaled from a topographic map and have
 RT0314.an estimated accuracy of +/- 6 seconds.
 RT0314
 RT0314.The orthometric height was determined by differential leveling
 RT0314.and adjusted by the National Geodetic Survey in June 1991..
 RT0314
 RT0314.The geoid height was determined by GEOID03.
 RT0314
 RT0314.The dynamic height is computed by dividing the NAVD 88
 RT0314.geopotential number by the normal gravity value computed on the
 RT0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0314.degrees latitude (g = 980.6199 gals.).
 RT0314
 RT0314.The modeled gravity was interpolated from observed gravity values.
 RT0314
 RT0314;                    North         East    Units  Estimated Accuracy
 RT0314;SPC MT       -   208,820.      880,580.      MT  (+/- 180 meters Scaled)
 RT0314
 RT0314                          SUPERSEDED SURVEY CONTROL
 RT0314
 RT0314  NGVD 29 (??/??/92)  826.770  (m)         2712.49   (f) ADJ UNCH    2 0
 RT0314
 RT0314.Superseded values are not recommended for survey control.
 RT0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0314.See file dsdata.txt to determine how the superseded data were derived.
 RT0314
 RT0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM326022(NAD 83)
 RT0314_MARKER: DB = BENCH MARK DISK
 RT0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0314_STAMPING: G 224 1934
 RT0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0314+STABILITY: SURFACE MOTION
 RT0314
 RT0314  HISTORY     - Date     Condition        Report By
 RT0314  HISTORY     - 1934     MONUMENTED       CGS
 RT0314  HISTORY     - 1937     GOOD             NGS
 RT0314  HISTORY     - 1969     MARK NOT FOUND   USGS
 RT0314
 RT0314                          STATION DESCRIPTION
 RT0314
 RT0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RT0314'4 MI NE FROM GARLAND.
 RT0314'4 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO MILES CITY FROM THE
 RT0314'POST OFFICE AT GARLAND, CUSTER COUNTY, 0.3 MILE NORTHEAST OF THE
 RT0314'SUMMIT OF A LONG HILL, 150 FEET NORTHWEST OF A DRAW, 17 PACES
 RT0314'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 36 FEET SOUTH OF A PILE OF
 RT0314'ROCKS, 1-1/2 FEET HIGHER THAN THE ROAD, AND NORTHWEST OF A CAIRN
 RT0314'SURROUNDING A 3-FOOT LENGTH OF ANGLE IRON.  A STANDARD DISK, STAMPED G
 RT0314'224 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEW ROAD
 RT0314'CONSTRUCTION IN THE AREA OF THE BM HAS PROBABLY REMOVED THE BM.
 RT0314
 RT0314                          STATION RECOVERY (1969)
 RT0314
 RT0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0218 ***********************************************************************
 QU0218  DESIGNATION -  G 225
 QU0218  PID         -  QU0218
 QU0218  STATE/COUNTY-  MT/POWDER RIVER
 QU0218  USGS QUAD   -  ELK RIDGE (1995)
 QU0218
 QU0218                         *CURRENT SURVEY CONTROL
 QU0218  ___________________________________________________________________
 QU0218* NAD 83(1986)-  45 43 38.     (N)    105 47 55.     (W)     SCALED    
 QU0218* NAVD 88     -       992.956  (meters)    3257.72   (feet)  ADJUSTED  
 QU0218  ___________________________________________________________________
 QU0218  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 QU0218  DYNAMIC HT  -         992.762 (meters)    3257.09  (feet)  COMP
 QU0218  MODELED GRAV-     980,386.2   (mgal)                       NAVD 88
 QU0218
 QU0218  VERT ORDER  -  SECOND    CLASS 0
 QU0218
 QU0218.The horizontal coordinates were scaled from a topographic map and have
 QU0218.an estimated accuracy of +/- 6 seconds.
 QU0218
 QU0218.The orthometric height was determined by differential leveling
 QU0218.and adjusted by the National Geodetic Survey in June 1991..
 QU0218
 QU0218.The geoid height was determined by GEOID03.
 QU0218
 QU0218.The dynamic height is computed by dividing the NAVD 88
 QU0218.geopotential number by the normal gravity value computed on the
 QU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0218.degrees latitude (g = 980.6199 gals.).
 QU0218
 QU0218.The modeled gravity was interpolated from observed gravity values.
 QU0218
 QU0218;                    North         East    Units  Estimated Accuracy
 QU0218;SPC MT       -   170,980.      887,920.      MT  (+/- 180 meters Scaled)
 QU0218
 QU0218                          SUPERSEDED SURVEY CONTROL
 QU0218
 QU0218  NGVD 29 (??/??/92)  992.286  (m)         3255.53   (f) ADJ UNCH    2 0
 QU0218
 QU0218.Superseded values are not recommended for survey control.
 QU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0218.See file dsdata.txt to determine how the superseded data were derived.
 QU0218
 QU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL378640(NAD 83)
 QU0218_MARKER: DB = BENCH MARK DISK
 QU0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0218_STAMPING: G 225 1934
 QU0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0218+STABILITY: SURFACE MOTION
 QU0218
 QU0218  HISTORY     - Date     Condition        Report By
 QU0218  HISTORY     - 1934     MONUMENTED       CGS
 QU0218
 QU0218                          STATION DESCRIPTION
 QU0218
 QU0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0218'6.5 MI NE FROM STACEY.
 QU0218'6.5 MILES NORTHEAST ALONG THE ASHLAND-OLIVE COUNTY ROAD FROM THE
 QU0218'POST OFFICE AT STACEY, POWDER RIVER COUNTY, 0.3 MILE NORTHEAST
 QU0218'OF A SMALL RANCHHOUSE, 0.2 MILE SOUTHWEST OF OTHER RANCH
 QU0218'BUILDINGS, IN FLAT COUNTRY, 27.5 FEET SOUTH OF THE CENTERLINE
 QU0218'OF THE ROAD, AT THE CORNER OF A CULTIVATED FIELD, AND 3.8 FEET
 QU0218'NORTH OF THE FENCE CORNER.  A STANDARD DISK, STAMPED G 225 1934
 QU0218'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0179 ***********************************************************************
 QU0179  DESIGNATION -  G 226
 QU0179  PID         -  QU0179
 QU0179  STATE/COUNTY-  MT/POWDER RIVER
 QU0179  USGS QUAD   -  BLOOM CREEK (1995)
 QU0179
 QU0179                         *CURRENT SURVEY CONTROL
 QU0179  ___________________________________________________________________
 QU0179* NAD 83(1986)-  45 09 14.     (N)    105 48 08.     (W)     SCALED    
 QU0179* NAVD 88     -      1028.976  (meters)    3375.90   (feet)  ADJUSTED  
 QU0179  ___________________________________________________________________
 QU0179  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 QU0179  DYNAMIC HT  -        1028.701 (meters)    3375.00  (feet)  COMP
 QU0179  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 QU0179
 QU0179  VERT ORDER  -  SECOND    CLASS 0
 QU0179
 QU0179.The horizontal coordinates were scaled from a topographic map and have
 QU0179.an estimated accuracy of +/- 6 seconds.
 QU0179
 QU0179.The orthometric height was determined by differential leveling
 QU0179.and adjusted by the National Geodetic Survey in June 1991..
 QU0179
 QU0179.The geoid height was determined by GEOID03.
 QU0179
 QU0179.The dynamic height is computed by dividing the NAVD 88
 QU0179.geopotential number by the normal gravity value computed on the
 QU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0179.degrees latitude (g = 980.6199 gals.).
 QU0179
 QU0179.The modeled gravity was interpolated from observed gravity values.
 QU0179
 QU0179;                    North         East    Units  Estimated Accuracy
 QU0179;SPC MT       -   107,330.      890,640.      MT  (+/- 180 meters Scaled)
 QU0179
 QU0179                          SUPERSEDED SURVEY CONTROL
 QU0179
 QU0179  NGVD 29 (??/??/92) 1028.347  (m)         3373.84   (f) ADJ UNCH    2 0
 QU0179
 QU0179.Superseded values are not recommended for survey control.
 QU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0179.See file dsdata.txt to determine how the superseded data were derived.
 QU0179
 QU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL369003(NAD 83)
 QU0179_MARKER: DB = BENCH MARK DISK
 QU0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0179_STAMPING: G 226 1934
 QU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0179+STABILITY: SURFACE MOTION
 QU0179
 QU0179  HISTORY     - Date     Condition        Report By
 QU0179  HISTORY     - 1934     MONUMENTED       CGS
 QU0179
 QU0179                          STATION DESCRIPTION
 QU0179
 QU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0179'7.8 MI NE FROM MOORHEAD.
 QU0179'7.8 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO BROADUS FROM
 QU0179'THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY, 1.7 MILES SOUTH
 QU0179'OF CROSS TRIANGLE BAR RANCH, ON A HILL, NEAR A YELLOW AND RED
 QU0179'HILL, 45.3 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET EAST
 QU0179'OF A ROW OF POLES AND 1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD
 QU0179'DISK, STAMPED G 226 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0168 ***********************************************************************
 ST0168  DESIGNATION -  G 227
 ST0168  PID         -  ST0168
 ST0168  STATE/COUNTY-  MT/TETON
 ST0168  USGS QUAD   -  BYNUM (1987)
 ST0168
 ST0168                         *CURRENT SURVEY CONTROL
 ST0168  ___________________________________________________________________
 ST0168* NAD 83(1986)-  47 52 39.     (N)    112 18 54.     (W)     SCALED    
 ST0168* NAVD 88     -      1256.849  (meters)    4123.51   (feet)  ADJUSTED  
 ST0168  ___________________________________________________________________
 ST0168  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 ST0168  DYNAMIC HT  -        1256.762 (meters)    4123.23  (feet)  COMP
 ST0168  MODELED GRAV-     980,498.6   (mgal)                       NAVD 88
 ST0168
 ST0168  VERT ORDER  -  SECOND    CLASS 0
 ST0168
 ST0168.The horizontal coordinates were scaled from a topographic map and have
 ST0168.an estimated accuracy of +/- 6 seconds.
 ST0168
 ST0168.The orthometric height was determined by differential leveling
 ST0168.and adjusted by the National Geodetic Survey in June 1991..
 ST0168
 ST0168.The geoid height was determined by GEOID03.
 ST0168
 ST0168.The dynamic height is computed by dividing the NAVD 88
 ST0168.geopotential number by the normal gravity value computed on the
 ST0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0168.degrees latitude (g = 980.6199 gals.).
 ST0168
 ST0168.The modeled gravity was interpolated from observed gravity values.
 ST0168
 ST0168;                    North         East    Units  Estimated Accuracy
 ST0168;SPC MT       -   406,860.      389,580.      MT  (+/- 180 meters Scaled)
 ST0168
 ST0168                          SUPERSEDED SURVEY CONTROL
 ST0168
 ST0168  NGVD 29 (??/??/92) 1255.869  (m)         4120.30   (f) ADJ UNCH    2 0
 ST0168
 ST0168.Superseded values are not recommended for survey control.
 ST0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0168.See file dsdata.txt to determine how the superseded data were derived.
 ST0168
 ST0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU016035(NAD 83)
 ST0168_MARKER: DB = BENCH MARK DISK
 ST0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0168_STAMPING: G 227 1961
 ST0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0168+STABILITY: SURFACE MOTION
 ST0168
 ST0168  HISTORY     - Date     Condition        Report By
 ST0168  HISTORY     - 1961     MONUMENTED       CGS
 ST0168
 ST0168                          STATION DESCRIPTION
 ST0168
 ST0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0168'8.15 MI NW FROM CHOTEAU.
 ST0168'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0168'CHOTEAU, THENCE 2.8 MILES WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF
 ST0168'A DIRT ROAD NORTH TO THE TETON COOPERATIVE CANAL COMPANY RESERVIOR, 98
 ST0168'1/2 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 33 1/2 FEET NORTH OF
 ST0168'THE CENTER LINE OF THE ROAD, 4.9 FEET SOUTH OF A FENCE, 2 1/2 FEET
 ST0168'EAST OF A TELEPHONE POLE, 1.8 FEET WEST OF A WITNESS POST, ABOUT 1/2
 ST0168'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0168'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0186 ***********************************************************************
 ST0186  DESIGNATION -  G 228
 ST0186  PID         -  ST0186
 ST0186  STATE/COUNTY-  MT/TETON
 ST0186  USGS QUAD   -  WATSON FLATS (1987)
 ST0186
 ST0186                         *CURRENT SURVEY CONTROL
 ST0186  ___________________________________________________________________
 ST0186* NAD 83(1986)-  47 49 13.     (N)    112 28 38.     (W)     SCALED    
 ST0186* NAVD 88     -      1357.562  (meters)    4453.93   (feet)  ADJUSTED  
 ST0186  ___________________________________________________________________
 ST0186  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 ST0186  DYNAMIC HT  -        1357.416 (meters)    4453.46  (feet)  COMP
 ST0186  MODELED GRAV-     980,457.0   (mgal)                       NAVD 88
 ST0186
 ST0186  VERT ORDER  -  SECOND    CLASS 0
 ST0186
 ST0186.The horizontal coordinates were scaled from a topographic map and have
 ST0186.an estimated accuracy of +/- 6 seconds.
 ST0186
 ST0186.The orthometric height was determined by differential leveling
 ST0186.and adjusted by the National Geodetic Survey in June 1991..
 ST0186
 ST0186.The geoid height was determined by GEOID03.
 ST0186
 ST0186.The dynamic height is computed by dividing the NAVD 88
 ST0186.geopotential number by the normal gravity value computed on the
 ST0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0186.degrees latitude (g = 980.6199 gals.).
 ST0186
 ST0186.The modeled gravity was interpolated from observed gravity values.
 ST0186
 ST0186;                    North         East    Units  Estimated Accuracy
 ST0186;SPC MT       -   400,960.      377,220.      MT  (+/- 180 meters Scaled)
 ST0186
 ST0186                          SUPERSEDED SURVEY CONTROL
 ST0186
 ST0186  NGVD 29 (??/??/92) 1356.536  (m)         4450.57   (f) ADJ UNCH    2 0
 ST0186
 ST0186.Superseded values are not recommended for survey control.
 ST0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0186.See file dsdata.txt to determine how the superseded data were derived.
 ST0186
 ST0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT894973(NAD 83)
 ST0186_MARKER: DB = BENCH MARK DISK
 ST0186_SETTING: 66 = SET IN ROCK OUTCROP
 ST0186_SP_SET: SANDSTONE OUTCROP
 ST0186_STAMPING: G 228 1961
 ST0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0186+STABILITY: POSITION/ELEVATION WELL
 ST0186
 ST0186  HISTORY     - Date     Condition        Report By
 ST0186  HISTORY     - 1961     MONUMENTED       CGS
 ST0186
 ST0186                          STATION DESCRIPTION
 ST0186
 ST0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0186'20.85 MI W FROM CHOTEAU.
 ST0186'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0186'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.05 MILES
 ST0186'SOUTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD,
 ST0186'AT THE SUMMIT OF A HILL, IN THE TOP OF THE SOUTH END OF A LARGE
 ST0186'SANDSTONE OUTCROP, 26  FEET NORTH OF THE CENTER LINE OF THE ROAD, 69
 ST0186'1/2 FEET NORTH-NORTHWEST OF AND ACROSS THE ROAD FROM A TELEPHONE POLE,
 ST0186'1.4 FEET SOUTH OF A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0045 ***********************************************************************
 ST0045  DESIGNATION -  G 229 RESET
 ST0045  PID         -  ST0045
 ST0045  STATE/COUNTY-  MT/TETON
 ST0045  USGS QUAD   -  CHOTEAU (1987)
 ST0045
 ST0045                         *CURRENT SURVEY CONTROL
 ST0045  ___________________________________________________________________
 ST0045* NAD 83(1986)-  47 46 22.     (N)    112 12 14.     (W)     SCALED    
 ST0045* NAVD 88     -      1172.73   (meters)    3847.5    (feet)  RESET     
 ST0045  ___________________________________________________________________
 ST0045  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 ST0045
 ST0045  VERT ORDER  -  THIRD
 ST0045
 ST0045.The horizontal coordinates were scaled from a topographic map and have
 ST0045.an estimated accuracy of +/- 6 seconds.
 ST0045
 ST0045.The orthometric height was computed from unverified reset data.
 ST0045
 ST0045.The geoid height was determined by GEOID03.
 ST0045
 ST0045;                    North         East    Units  Estimated Accuracy
 ST0045;SPC MT       -   394,940.      397,480.      MT  (+/- 180 meters Scaled)
 ST0045
 ST0045                          SUPERSEDED SURVEY CONTROL
 ST0045
 ST0045.No superseded survey control is available for this station.
 ST0045
 ST0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT098917(NAD 83)
 ST0045_MARKER: DD = SURVEY DISK
 ST0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0045_SP_SET: CULVERT
 ST0045_STAMPING: G 229 RESET 1964
 ST0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0045
 ST0045  HISTORY     - Date     Condition        Report By
 ST0045  HISTORY     - 1964     MONUMENTED       MTDH
 ST0045  HISTORY     - 1965     GOOD             MTDH
 ST0045
 ST0045                          STATION DESCRIPTION
 ST0045
 ST0045'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1965
 ST0045'3.1 MI S FROM CHOTEAU.
 ST0045'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0045'CHOTEAU, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 ST0045'HEADWALL OF A BOX CULVERT OVER A SMALL DRAINAGE DITCH, 0.1 MILE
 ST0045'NORTHEAST OF A 213 FOOT CONCRETE PRESTRESSED BRIDGE 35.3 FEET
 ST0045'NORTHWEST OF CENTERLINE OF THE HIGHWAY, 0.8 FOOT SOUTHWEST OF THE
 ST0045'NORTHEAST END OF THE HEADWALL, AND ABOUT 8 FEET LOWER THAN THE
 ST0045'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0137 ***********************************************************************
 TK0137  DESIGNATION -  G 23
 TK0137  PID         -  TK0137
 TK0137  STATE/COUNTY-  MT/BLAINE
 TK0137  USGS QUAD   -  FORT BELKNAP SIDING (1964)
 TK0137
 TK0137                         *CURRENT SURVEY CONTROL
 TK0137  ___________________________________________________________________
 TK0137* NAD 83(1986)-  48 34 00.     (N)    108 55 07.     (W)     SCALED    
 TK0137* NAVD 88     -       722.887  (meters)    2371.67   (feet)  POSTED    
 TK0137  ___________________________________________________________________
 TK0137  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TK0137  DYNAMIC HT  -         722.980 (meters)    2371.98  (feet)  COMP
 TK0137  MODELED GRAV-     980,710.4   (mgal)                       NAVD 88
 TK0137
 TK0137  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0137
 TK0137.The horizontal coordinates were scaled from a topographic map and have
 TK0137.an estimated accuracy of +/- 6 seconds.
 TK0137
 TK0137.The orthometric height was determined by differential leveling
 TK0137.and adjusted by the National Geodetic Survey in 1992..
 TK0137.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0137.rate of 0.0 thru 1.0 mm/km.
 TK0137
 TK0137.The geoid height was determined by GEOID03.
 TK0137
 TK0137.The dynamic height is computed by dividing the NAVD 88
 TK0137.geopotential number by the normal gravity value computed on the
 TK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0137.degrees latitude (g = 980.6199 gals.).
 TK0137
 TK0137.The modeled gravity was interpolated from observed gravity values.
 TK0137
 TK0137;                    North         East    Units  Estimated Accuracy
 TK0137;SPC MT       -   479,840.      642,900.      MT  (+/- 180 meters Scaled)
 TK0137
 TK0137                          SUPERSEDED SURVEY CONTROL
 TK0137
 TK0137.No superseded survey control is available for this station.
 TK0137
 TK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU535813(NAD 83)
 TK0137_MARKER: Z = SEE DESCRIPTION
 TK0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0137_SP_SET: RAIL
 TK0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0137
 TK0137  HISTORY     - Date     Condition        Report By
 TK0137  HISTORY     - UNK      MONUMENTED       CGS
 TK0137  HISTORY     - 1939     GOOD             DOD
 TK0137  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0137  HISTORY     - 1981     GOOD             LOCSUR
 TK0137
 TK0137                          STATION DESCRIPTION
 TK0137
 TK0137'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0137'IN FORT BELKNAP.
 TK0137'AT FORT BELKNAP, BLAINE COUNTY, ON THE GREAT NORTHERN RAILWAY, 0.3
 TK0137'MILE WEST OF MILEPOST 394, 570 FEET EAST OF AUTOMATIC SIGNAL 394.3, AT
 TK0137'A 50-FOOT OFFSET IN THE RIGHT-OF-WAY FENCE, 75 FEET NORTH OF THE MAIN
 TK0137'TRACK, AND JUST OUTSIDE THE NORTH-AND-SOUTH RIGHT-OF-WAY FENCE. THE
 TK0137'HIGHEST POINT ON THE NORTHEAST CORNER OF THE TOP OF A SECTION OF RAIL
 TK0137'SET VERTICALLY AN PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 TK0137
 TK0137                          STATION RECOVERY (1979)
 TK0137
 TK0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0137'NOTE=PROBABLY DESTROYED WHEN OLD RAILROAD SIDING WAS REMOVED.
 TK0137
 TK0137                          STATION RECOVERY (1981)
 TK0137
 TK0137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TK0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0113 ***********************************************************************
 ST0113  DESIGNATION -  G 230
 ST0113  PID         -  ST0113
 ST0113  STATE/COUNTY-  MT/TETON
 ST0113  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0113
 ST0113                         *CURRENT SURVEY CONTROL
 ST0113  ___________________________________________________________________
 ST0113* NAD 83(1986)-  47 39 09.     (N)    112 25 00.     (W)     SCALED    
 ST0113* NAVD 88     -      1469.850  (meters)    4822.33   (feet)  ADJUSTED  
 ST0113  ___________________________________________________________________
 ST0113  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 ST0113  DYNAMIC HT  -        1469.669 (meters)    4821.74  (feet)  COMP
 ST0113  MODELED GRAV-     980,436.4   (mgal)                       NAVD 88
 ST0113
 ST0113  VERT ORDER  -  SECOND    CLASS 0
 ST0113
 ST0113.The horizontal coordinates were scaled from a topographic map and have
 ST0113.an estimated accuracy of +/- 6 seconds.
 ST0113
 ST0113.The orthometric height was determined by differential leveling
 ST0113.and adjusted by the National Geodetic Survey in June 1991..
 ST0113
 ST0113.The geoid height was determined by GEOID03.
 ST0113
 ST0113.The dynamic height is computed by dividing the NAVD 88
 ST0113.geopotential number by the normal gravity value computed on the
 ST0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0113.degrees latitude (g = 980.6199 gals.).
 ST0113
 ST0113.The modeled gravity was interpolated from observed gravity values.
 ST0113
 ST0113;                    North         East    Units  Estimated Accuracy
 ST0113;SPC MT       -   382,160.      381,060.      MT  (+/- 180 meters Scaled)
 ST0113
 ST0113                          SUPERSEDED SURVEY CONTROL
 ST0113
 ST0113  NGVD 29 (??/??/92) 1468.836  (m)         4819.01   (f) ADJ UNCH    2 0
 ST0113
 ST0113.Superseded values are not recommended for survey control.
 ST0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0113.See file dsdata.txt to determine how the superseded data were derived.
 ST0113
 ST0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT936786(NAD 83)
 ST0113_MARKER: DB = BENCH MARK DISK
 ST0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0113_STAMPING: G 230 1961
 ST0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0113+STABILITY: SURFACE MOTION
 ST0113
 ST0113  HISTORY     - Date     Condition        Report By
 ST0113  HISTORY     - 1961     MONUMENTED       CGS
 ST0113
 ST0113                          STATION DESCRIPTION
 ST0113
 ST0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0113'20.35 MI N FROM AUGUSTA.
 ST0113'11.7 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0113'AUGUSTA, THENCE 7.5 MILES WEST AND NORTH ALONG A COUNTY ROAD, THENCE
 ST0113'1.15 MILE NORTHWEST ALONG A GRADED ROAD, AT THE SOUTHEAST CORNER OF A
 ST0113'FENCE AROUND 4 CORRUGATED METAL GRAIN STORAGE TANKS, 16 1/2 FEET
 ST0113'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 122.6 FEET
 ST0113'SOUTH-SOUTHEAST OF THE EAST EDGE OF THE DOOR LEADING INTO THE EAST
 ST0113'STORAGE TANK, 3.4 FEET EAST OF THE FENCE CORNER, 2.4 FEET
 ST0113'NORTH-NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 ST0113'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1129 ***********************************************************************
 SS1129  DESIGNATION -  G 231
 SS1129  PID         -  SS1129
 SS1129  STATE/COUNTY-  MT/TETON
 SS1129  USGS QUAD   -  T L GAP (1987)
 SS1129
 SS1129                         *CURRENT SURVEY CONTROL
 SS1129  ___________________________________________________________________
 SS1129* NAD 83(1986)-  47 47 05.     (N)    111 54 08.     (W)     SCALED    
 SS1129* NAVD 88     -      1172.644  (meters)    3847.25   (feet)  ADJUSTED  
 SS1129  ___________________________________________________________________
 SS1129  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS1129  DYNAMIC HT  -        1172.584 (meters)    3847.05  (feet)  COMP
 SS1129  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 SS1129
 SS1129  VERT ORDER  -  SECOND    CLASS 0
 SS1129
 SS1129.The horizontal coordinates were scaled from a topographic map and have
 SS1129.an estimated accuracy of +/- 6 seconds.
 SS1129
 SS1129.The orthometric height was determined by differential leveling
 SS1129.and adjusted by the National Geodetic Survey in June 1991..
 SS1129
 SS1129.The geoid height was determined by GEOID03.
 SS1129
 SS1129.The dynamic height is computed by dividing the NAVD 88
 SS1129.geopotential number by the normal gravity value computed on the
 SS1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1129.degrees latitude (g = 980.6199 gals.).
 SS1129
 SS1129.The modeled gravity was interpolated from observed gravity values.
 SS1129
 SS1129;                    North         East    Units  Estimated Accuracy
 SS1129;SPC MT       -   395,530.      420,110.      MT  (+/- 180 meters Scaled)
 SS1129
 SS1129                          SUPERSEDED SURVEY CONTROL
 SS1129
 SS1129  NGVD 29 (??/??/92) 1171.703  (m)         3844.16   (f) ADJ UNCH    2 0
 SS1129
 SS1129.Superseded values are not recommended for survey control.
 SS1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1129.See file dsdata.txt to determine how the superseded data were derived.
 SS1129
 SS1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT324927(NAD 83)
 SS1129_MARKER: DB = BENCH MARK DISK
 SS1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1129_STAMPING: G 231 1961
 SS1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1129+STABILITY: SURFACE MOTION
 SS1129
 SS1129  HISTORY     - Date     Condition        Report By
 SS1129  HISTORY     - 1961     MONUMENTED       CGS
 SS1129
 SS1129                          STATION DESCRIPTION
 SS1129
 SS1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1129'13.35 MI SW FROM DUTTON.
 SS1129'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1129'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 4.2
 SS1129'MILES SOUTH ALONG A DIRT ROAD, THENCE 6.0 MILES WEST ALONG A GRAVEL
 SS1129'ROAD, AT THE INTERSECTION OF A DIRT ROAD, 43 1/2 FEET NORTHEAST OF THE
 SS1129'CENTER OF THE INTERSECTION, 30 1/2 FEET EAST OF THE NORTH-SOUTH ROAD,
 SS1129'31 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 SS1129'WEST-NORTHWEST OF A FENCE CORNER, 1.9 FEET WEST OF A WITNESS POST,
 SS1129'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS1129'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0065 ***********************************************************************
 ST0065  DESIGNATION -  G 232
 ST0065  PID         -  ST0065
 ST0065  STATE/COUNTY-  MT/TETON
 ST0065  USGS QUAD   -  FREEZEOUT LAKE (1987)
 ST0065
 ST0065                         *CURRENT SURVEY CONTROL
 ST0065  ___________________________________________________________________
 ST0065* NAD 83(1986)-  47 42 35.     (N)    112 00 33.     (W)     SCALED    
 ST0065* NAVD 88     -      1164.302  (meters)    3819.88   (feet)  ADJUSTED  
 ST0065  ___________________________________________________________________
 ST0065  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 ST0065  DYNAMIC HT  -        1164.214 (meters)    3819.59  (feet)  COMP
 ST0065  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 ST0065
 ST0065  VERT ORDER  -  SECOND    CLASS 0
 ST0065
 ST0065.The horizontal coordinates were scaled from a topographic map and have
 ST0065.an estimated accuracy of +/- 6 seconds.
 ST0065
 ST0065.The orthometric height was determined by differential leveling
 ST0065.and adjusted by the National Geodetic Survey in June 1991..
 ST0065
 ST0065.The geoid height was determined by GEOID03.
 ST0065
 ST0065.The dynamic height is computed by dividing the NAVD 88
 ST0065.geopotential number by the normal gravity value computed on the
 ST0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0065.degrees latitude (g = 980.6199 gals.).
 ST0065
 ST0065.The modeled gravity was interpolated from observed gravity values.
 ST0065
 ST0065;                    North         East    Units  Estimated Accuracy
 ST0065;SPC MT       -   387,450.      411,840.      MT  (+/- 180 meters Scaled)
 ST0065
 ST0065                          SUPERSEDED SURVEY CONTROL
 ST0065
 ST0065  NGVD 29 (??/??/92) 1163.340  (m)         3816.72   (f) ADJ UNCH    2 0
 ST0065
 ST0065.Superseded values are not recommended for survey control.
 ST0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0065.See file dsdata.txt to determine how the superseded data were derived.
 ST0065
 ST0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT243845(NAD 83)
 ST0065_MARKER: DB = BENCH MARK DISK
 ST0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0065_SP_SET: CONCRETE BLOCK
 ST0065_STAMPING: G 232 1961
 ST0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0065
 ST0065  HISTORY     - Date     Condition        Report By
 ST0065  HISTORY     - 1961     MONUMENTED       CGS
 ST0065
 ST0065                          STATION DESCRIPTION
 ST0065
 ST0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0065'IN BOLE.
 ST0065'AT BOLE, 5 1/2 RAILS EAST OF THE GREAT NORTHERN RAILWAY STATION, IN
 ST0065'THE TOP OF A 2 BY 2 FOOT CONCRETE BLOCK (FORMER BUILDING FOUNDATION),
 ST0065'120 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A COUNTY ROAD,
 ST0065'76.2 FEET NORTH OF THE NORTH RAIL, 84.2 FEET SOUTH OF THE CENTER LINE
 ST0065'OF A COUNTY ROAD PARELLING THE TRACK, 261 FEET EAST OF MILEPOST 17,
 ST0065'2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ABOUT
 ST0065'1.3 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0015 ***********************************************************************
 ST0015  DESIGNATION -  G 233
 ST0015  PID         -  ST0015
 ST0015  STATE/COUNTY-  MT/TETON
 ST0015  USGS QUAD   -  GILMAN (1987)
 ST0015
 ST0015                         *CURRENT SURVEY CONTROL
 ST0015  ___________________________________________________________________
 ST0015* NAD 83(1986)-  47 36 03.     (N)    112 18 44.     (W)     SCALED    
 ST0015* NAVD 88     -      1326.495  (meters)    4352.01   (feet)  ADJUSTED  
 ST0015  ___________________________________________________________________
 ST0015  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 ST0015  DYNAMIC HT  -        1326.335 (meters)    4351.48  (feet)  COMP
 ST0015  MODELED GRAV-     980,445.2   (mgal)                       NAVD 88
 ST0015
 ST0015  VERT ORDER  -  SECOND    CLASS 0
 ST0015
 ST0015.The horizontal coordinates were scaled from a topographic map and have
 ST0015.an estimated accuracy of +/- 6 seconds.
 ST0015
 ST0015.The orthometric height was determined by differential leveling
 ST0015.and adjusted by the National Geodetic Survey in June 1991..
 ST0015
 ST0015.The geoid height was determined by GEOID03.
 ST0015
 ST0015.The dynamic height is computed by dividing the NAVD 88
 ST0015.geopotential number by the normal gravity value computed on the
 ST0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0015.degrees latitude (g = 980.6199 gals.).
 ST0015
 ST0015.The modeled gravity was interpolated from observed gravity values.
 ST0015
 ST0015;                    North         East    Units  Estimated Accuracy
 ST0015;SPC MT       -   376,130.      388,690.      MT  (+/- 180 meters Scaled)
 ST0015
 ST0015                          SUPERSEDED SURVEY CONTROL
 ST0015
 ST0015  NGVD 29 (??/??/92) 1325.493  (m)         4348.72   (f) ADJ UNCH    2 0
 ST0015
 ST0015.Superseded values are not recommended for survey control.
 ST0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0015.See file dsdata.txt to determine how the superseded data were derived.
 ST0015
 ST0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT013727(NAD 83)
 ST0015_MARKER: DB = BENCH MARK DISK
 ST0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0015_STAMPING: G 233 1961
 ST0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0015+STABILITY: SURFACE MOTION
 ST0015
 ST0015  HISTORY     - Date     Condition        Report By
 ST0015  HISTORY     - 1961     MONUMENTED       CGS
 ST0015
 ST0015                          STATION DESCRIPTION
 ST0015
 ST0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0015'9.1 MI N FROM AUGUSTA.
 ST0015'9.1 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0015'AUGUSTA, AT THE JUNCTION OF A FIELD ROAD LEADING NORTHWEST, MIDWAY
 ST0015'BETWEEN FENCE CORNERS, 57 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 ST0015'HIGHWAY, 17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE FIELD ROAD,
 ST0015'12 FEET NORTHEAST OF THE NORTHEAST END OF A GATE, 1.9 FEET SOUTHEAST
 ST0015'OF A FENCE, 24.4 FEET NORTHWEST OF THE NORTHEAST END OF A 12. INCH
 ST0015'CONCRETE PIPE CULVERT, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 ST0015'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ST0015'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0144 ***********************************************************************
 ST0144  DESIGNATION -  G 234
 ST0144  PID         -  ST0144
 ST0144  STATE/COUNTY-  MT/TETON
 ST0144  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0144
 ST0144                         *CURRENT SURVEY CONTROL
 ST0144  ___________________________________________________________________
 ST0144* NAD 83(1986)-  47 34 53.     (N)    112 12 39.     (W)     SCALED    
 ST0144* NAVD 88     -      1320.798  (meters)    4333.32   (feet)  ADJUSTED  
 ST0144  ___________________________________________________________________
 ST0144  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 ST0144  DYNAMIC HT  -        1320.632 (meters)    4332.77  (feet)  COMP
 ST0144  MODELED GRAV-     980,440.9   (mgal)                       NAVD 88
 ST0144
 ST0144  VERT ORDER  -  SECOND    CLASS 0
 ST0144
 ST0144.The horizontal coordinates were scaled from a topographic map and have
 ST0144.an estimated accuracy of +/- 6 seconds.
 ST0144
 ST0144.The orthometric height was determined by differential leveling
 ST0144.and adjusted by the National Geodetic Survey in June 1991..
 ST0144
 ST0144.The geoid height was determined by GEOID03.
 ST0144
 ST0144.The dynamic height is computed by dividing the NAVD 88
 ST0144.geopotential number by the normal gravity value computed on the
 ST0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0144.degrees latitude (g = 980.6199 gals.).
 ST0144
 ST0144.The modeled gravity was interpolated from observed gravity values.
 ST0144
 ST0144;                    North         East    Units  Estimated Accuracy
 ST0144;SPC MT       -   373,700.      396,230.      MT  (+/- 180 meters Scaled)
 ST0144
 ST0144                          SUPERSEDED SURVEY CONTROL
 ST0144
 ST0144  NGVD 29 (??/??/92) 1319.793  (m)         4330.02   (f) ADJ UNCH    2 0
 ST0144
 ST0144.Superseded values are not recommended for survey control.
 ST0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0144.See file dsdata.txt to determine how the superseded data were derived.
 ST0144
 ST0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT089704(NAD 83)
 ST0144_MARKER: DB = BENCH MARK DISK
 ST0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0144_SP_SET: SIPHON
 ST0144_STAMPING: G 234 1961
 ST0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0144
 ST0144  HISTORY     - Date     Condition        Report By
 ST0144  HISTORY     - 1961     MONUMENTED       CGS
 ST0144
 ST0144                          STATION DESCRIPTION
 ST0144
 ST0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0144'12.1 MI W FROM FAIRFIELD.
 ST0144'9.4 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0144'HIGHWAY 89 AT FAIRFIELD, THENCE 2.7 MILES WEST ALONG A COUNTY ROAD
 ST0144'ALONG THE SOUTH SIDE OF A CANAL, IN THE TOP OF THE CENTER OF THE SOUTH
 ST0144'WALL OF A CONCRETE OUTLET TO AN IRRIGATION SIPHON, 44 1/2 FEET SOUTH
 ST0144'OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH-SOUTHEAST OF A POWER
 ST0144'LINE POLE, 22.5 FEET SOUTH OF A FENCE, AND ABOUT 1 FOOT LOWER THAN THE
 ST0144'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0333 ***********************************************************************
 ST0333  DESIGNATION -  G 235
 ST0333  PID         -  ST0333
 ST0333  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0333  USGS QUAD   -  KRONE RANCH (1963)
 ST0333
 ST0333                         *CURRENT SURVEY CONTROL
 ST0333  ___________________________________________________________________
 ST0333* NAD 83(1986)-  47 21 18.     (N)    112 19 14.     (W)     SCALED    
 ST0333* NAVD 88     -      1350.792  (meters)    4431.72   (feet)  ADJUSTED  
 ST0333  ___________________________________________________________________
 ST0333  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 ST0333  DYNAMIC HT  -        1350.583 (meters)    4431.04  (feet)  COMP
 ST0333  MODELED GRAV-     980,410.8   (mgal)                       NAVD 88
 ST0333
 ST0333  VERT ORDER  -  SECOND    CLASS 0
 ST0333
 ST0333.The horizontal coordinates were scaled from a topographic map and have
 ST0333.an estimated accuracy of +/- 6 seconds.
 ST0333
 ST0333.The orthometric height was determined by differential leveling
 ST0333.and adjusted by the National Geodetic Survey in June 1991..
 ST0333
 ST0333.The geoid height was determined by GEOID03.
 ST0333
 ST0333.The dynamic height is computed by dividing the NAVD 88
 ST0333.geopotential number by the normal gravity value computed on the
 ST0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0333.degrees latitude (g = 980.6199 gals.).
 ST0333
 ST0333.The modeled gravity was interpolated from observed gravity values.
 ST0333
 ST0333;                    North         East    Units  Estimated Accuracy
 ST0333;SPC MT       -   348,860.      387,080.      MT  (+/- 180 meters Scaled)
 ST0333
 ST0333                          SUPERSEDED SURVEY CONTROL
 ST0333
 ST0333  NGVD 29 (??/??/92) 1349.775  (m)         4428.39   (f) ADJ UNCH    2 0
 ST0333
 ST0333.Superseded values are not recommended for survey control.
 ST0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0333.See file dsdata.txt to determine how the superseded data were derived.
 ST0333
 ST0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT002454(NAD 83)
 ST0333_MARKER: DB = BENCH MARK DISK
 ST0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0333_STAMPING: G 235 1961
 ST0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0333+STABILITY: SURFACE MOTION
 ST0333
 ST0333  HISTORY     - Date     Condition        Report By
 ST0333  HISTORY     - 1961     MONUMENTED       CGS
 ST0333
 ST0333                          STATION DESCRIPTION
 ST0333
 ST0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0333'11.85 MI S FROM AUGUSTA.
 ST0333'9.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0333'AUGUSTA, THENCE 2.7 MILES SOUTHWEST ALONG A PRIVATE ROAD, 0.5 MILE
 ST0333'EAST OF THE SOAP CREEK CATTLE COMPANY RANCH HOUSE, AT A FENCE CORNER,
 ST0333'18 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTH OF THE
 ST0333'WEST END OF AN 18-INCH CONCRETE PIPE IRRIGATION CULVERT, 2.5 FEET
 ST0333'NORTHWEST OF FENCE CORNER, 2.2 FEET WEST OF A WITNESS POST, ABOUT
 ST0333'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ST0333'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0354 ***********************************************************************
 ST0354  DESIGNATION -  G 236
 ST0354  PID         -  ST0354
 ST0354  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0354  USGS QUAD   -  JOHNSON MOUNTAIN (1962)
 ST0354
 ST0354                         *CURRENT SURVEY CONTROL
 ST0354  ___________________________________________________________________
 ST0354* NAD 83(1986)-  47 13 24.     (N)    112 18 20.     (W)     SCALED    
 ST0354* NAVD 88     -      1338.427  (meters)    4391.16   (feet)  ADJUSTED  
 ST0354  ___________________________________________________________________
 ST0354  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 ST0354  DYNAMIC HT  -        1338.223 (meters)    4390.49  (feet)  COMP
 ST0354  MODELED GRAV-     980,413.5   (mgal)                       NAVD 88
 ST0354
 ST0354  VERT ORDER  -  SECOND    CLASS 0
 ST0354
 ST0354.The horizontal coordinates were scaled from a topographic map and have
 ST0354.an estimated accuracy of +/- 6 seconds.
 ST0354
 ST0354.The orthometric height was determined by differential leveling
 ST0354.and adjusted by the National Geodetic Survey in June 1991..
 ST0354
 ST0354.The geoid height was determined by GEOID03.
 ST0354
 ST0354.The dynamic height is computed by dividing the NAVD 88
 ST0354.geopotential number by the normal gravity value computed on the
 ST0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0354.degrees latitude (g = 980.6199 gals.).
 ST0354
 ST0354.The modeled gravity was interpolated from observed gravity values.
 ST0354
 ST0354;                    North         East    Units  Estimated Accuracy
 ST0354;SPC MT       -   334,190.      387,680.      MT  (+/- 180 meters Scaled)
 ST0354
 ST0354                          SUPERSEDED SURVEY CONTROL
 ST0354
 ST0354  NGVD 29 (??/??/92) 1337.429  (m)         4387.88   (f) ADJ UNCH    2 0
 ST0354
 ST0354.Superseded values are not recommended for survey control.
 ST0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0354.See file dsdata.txt to determine how the superseded data were derived.
 ST0354
 ST0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT011308(NAD 83)
 ST0354_MARKER: DB = BENCH MARK DISK
 ST0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0354_STAMPING: G 236 1961
 ST0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0354+STABILITY: SURFACE MOTION
 ST0354
 ST0354  HISTORY     - Date     Condition        Report By
 ST0354  HISTORY     - 1961     MONUMENTED       CGS
 ST0354
 ST0354                          STATION DESCRIPTION
 ST0354
 ST0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0354'11.5 MI SW FROM BOWMANS CORNER.
 ST0354'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0354'HIGHWAY 287 AT BOWMANS CORNER, THENCE 2.8 MILES NORTHWEST ALONG STATE
 ST0354'HIGHWAY 434, ABOUT 50 YARDS EAST OF THE TOP OF A NORTH-SOUTH RIDGE, 29
 ST0354'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET NORTH OF A
 ST0354'FENCE, 2.2 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 ST0354'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 ST0354'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1212 ***********************************************************************
 SS1212  DESIGNATION -  G 237
 SS1212  PID         -  SS1212
 SS1212  STATE/COUNTY-  MT/CASCADE
 SS1212  USGS QUAD   -  FORT SHAW (1983)
 SS1212
 SS1212                         *CURRENT SURVEY CONTROL
 SS1212  ___________________________________________________________________
 SS1212* NAD 83(1986)-  47 33 43.     (N)    111 46 19.     (W)     SCALED    
 SS1212* NAVD 88     -      1118.304  (meters)    3668.97   (feet)  ADJUSTED  
 SS1212  ___________________________________________________________________
 SS1212  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 SS1212  DYNAMIC HT  -        1118.213 (meters)    3668.67  (feet)  COMP
 SS1212  MODELED GRAV-     980,492.5   (mgal)                       NAVD 88
 SS1212
 SS1212  VERT ORDER  -  SECOND    CLASS 0
 SS1212
 SS1212.The horizontal coordinates were scaled from a topographic map and have
 SS1212.an estimated accuracy of +/- 6 seconds.
 SS1212
 SS1212.The orthometric height was determined by differential leveling
 SS1212.and adjusted by the National Geodetic Survey in June 1991..
 SS1212
 SS1212.The geoid height was determined by GEOID03.
 SS1212
 SS1212.The dynamic height is computed by dividing the NAVD 88
 SS1212.geopotential number by the normal gravity value computed on the
 SS1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1212.degrees latitude (g = 980.6199 gals.).
 SS1212
 SS1212.The modeled gravity was interpolated from observed gravity values.
 SS1212
 SS1212;                    North         East    Units  Estimated Accuracy
 SS1212;SPC MT       -   370,490.      429,150.      MT  (+/- 180 meters Scaled)
 SS1212
 SS1212                          SUPERSEDED SURVEY CONTROL
 SS1212
 SS1212  NGVD 29 (??/??/92) 1117.356  (m)         3665.86   (f) ADJ UNCH    2 0
 SS1212
 SS1212.Superseded values are not recommended for survey control.
 SS1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1212.See file dsdata.txt to determine how the superseded data were derived.
 SS1212
 SS1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT419679(NAD 83)
 SS1212_MARKER: DB = BENCH MARK DISK
 SS1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1212_STAMPING: G 237 1961
 SS1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1212+STABILITY: SURFACE MOTION
 SS1212
 SS1212  HISTORY     - Date     Condition        Report By
 SS1212  HISTORY     - 1961     MONUMENTED       CGS
 SS1212
 SS1212                          STATION DESCRIPTION
 SS1212
 SS1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1212'11.45 MI E FROM FAIRFIELD.
 SS1212'11.45 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1212'FAIRFIELD, 0.05 MILE EAST-SOUTHEAST OF A DRIVEWAY SOUTH TO A HOUSE, AT
 SS1212'A FENCE CORNER, 87 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 SS1212'HIGHWAY, 33 FEET NORTHEAST OF THE FENCE CORNER, 10 FEET NORTHEAST OF
 SS1212'THE CENTER OF A GATE, 1.5 FEET SOUTHEAST OF A FENCE, 2.0 FEET
 SS1212'SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY,
 SS1212'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS1212'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0969 ***********************************************************************
 SS0969  DESIGNATION -  G 238
 SS0969  PID         -  SS0969
 SS0969  STATE/COUNTY-  MT/CASCADE
 SS0969  USGS QUAD   -  CASCADE (1983)
 SS0969
 SS0969                         *CURRENT SURVEY CONTROL
 SS0969  ___________________________________________________________________
 SS0969* NAD 83(1986)-  47 20 59.     (N)    111 44 18.     (W)     SCALED    
 SS0969* NAVD 88     -      1040.705  (meters)    3414.38   (feet)  ADJUSTED  
 SS0969  ___________________________________________________________________
 SS0969  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 SS0969  DYNAMIC HT  -        1040.609 (meters)    3414.06  (feet)  COMP
 SS0969  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 SS0969
 SS0969  VERT ORDER  -  SECOND    CLASS 0
 SS0969
 SS0969.The horizontal coordinates were scaled from a topographic map and have
 SS0969.an estimated accuracy of +/- 6 seconds.
 SS0969
 SS0969.The orthometric height was determined by differential leveling
 SS0969.and adjusted by the National Geodetic Survey in June 1991..
 SS0969
 SS0969.The geoid height was determined by GEOID03.
 SS0969
 SS0969.The dynamic height is computed by dividing the NAVD 88
 SS0969.geopotential number by the normal gravity value computed on the
 SS0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0969.degrees latitude (g = 980.6199 gals.).
 SS0969
 SS0969.The modeled gravity was interpolated from observed gravity values.
 SS0969
 SS0969;                    North         East    Units  Estimated Accuracy
 SS0969;SPC MT       -   346,850.      431,000.      MT  (+/- 180 meters Scaled)
 SS0969
 SS0969                          SUPERSEDED SURVEY CONTROL
 SS0969
 SS0969  NGVD 29 (??/??/92) 1039.774  (m)         3411.33   (f) ADJ UNCH    2 0
 SS0969
 SS0969.Superseded values are not recommended for survey control.
 SS0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0969.See file dsdata.txt to determine how the superseded data were derived.
 SS0969
 SS0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT442442(NAD 83)
 SS0969_MARKER: DB = BENCH MARK DISK
 SS0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0969_STAMPING: G 238 1961
 SS0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0969+STABILITY: SURFACE MOTION
 SS0969
 SS0969  HISTORY     - Date     Condition        Report By
 SS0969  HISTORY     - 1961     MONUMENTED       CGS
 SS0969
 SS0969                          STATION DESCRIPTION
 SS0969
 SS0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0969'15.05 MI S FROM SUN RIVER.
 SS0969'13.25 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0969'AT SUN RIVER, THENCE 1.8 MILES WEST ALONG A PRIVATE TRACK ROAD, 0.3
 SS0969'MILE WEST-SOUTHWEST OF A WIRE GATE IN AN EAST-WEST FENCE LINE, 56 FEET
 SS0969'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 SS0969'SOUTH-SOUTHEAST OF A FENCE, 2.0 FEET EAST-NORTHEAST OF A WITNESS POST,
 SS0969'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0969'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0886 ***********************************************************************
 SS0886  DESIGNATION -  G 239
 SS0886  PID         -  SS0886
 SS0886  STATE/COUNTY-  MT/CASCADE
 SS0886  USGS QUAD   -  CASCADE (1983)
 SS0886
 SS0886                         *CURRENT SURVEY CONTROL
 SS0886  ___________________________________________________________________
 SS0886* NAD 83(1986)-  47 19 04.     (N)    111 38 39.     (W)     SCALED    
 SS0886* NAVD 88     -      1023.478  (meters)    3357.86   (feet)  ADJUSTED  
 SS0886  ___________________________________________________________________
 SS0886  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 SS0886  DYNAMIC HT  -        1023.390 (meters)    3357.57  (feet)  COMP
 SS0886  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 SS0886
 SS0886  VERT ORDER  -  FIRST     CLASS II
 SS0886
 SS0886.The horizontal coordinates were scaled from a topographic map and have
 SS0886.an estimated accuracy of +/- 6 seconds.
 SS0886
 SS0886.The orthometric height was determined by differential leveling
 SS0886.and adjusted by the National Geodetic Survey in June 1991..
 SS0886
 SS0886.The geoid height was determined by GEOID03.
 SS0886
 SS0886.The dynamic height is computed by dividing the NAVD 88
 SS0886.geopotential number by the normal gravity value computed on the
 SS0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0886.degrees latitude (g = 980.6199 gals.).
 SS0886
 SS0886.The modeled gravity was interpolated from observed gravity values.
 SS0886
 SS0886;                    North         East    Units  Estimated Accuracy
 SS0886;SPC MT       -   343,100.      438,010.      MT  (+/- 180 meters Scaled)
 SS0886
 SS0886                          SUPERSEDED SURVEY CONTROL
 SS0886
 SS0886  NGVD 29 (??/??/92) 1022.556  (m)         3354.84   (f) ADJ UNCH    1 2
 SS0886
 SS0886.Superseded values are not recommended for survey control.
 SS0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0886.See file dsdata.txt to determine how the superseded data were derived.
 SS0886
 SS0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT513406(NAD 83)
 SS0886_MARKER: DB = BENCH MARK DISK
 SS0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0886_STAMPING: G 239 1961
 SS0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0886+STABILITY: SURFACE MOTION
 SS0886
 SS0886  HISTORY     - Date     Condition        Report By
 SS0886  HISTORY     - 1961     MONUMENTED       CGS
 SS0886  HISTORY     - 1979     GOOD             NGS
 SS0886
 SS0886                          STATION DESCRIPTION
 SS0886
 SS0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0886'4.35 MI NE FROM CASCADE.
 SS0886'4.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0886'AT CASCADE, AT MILEPOST 140, 30.0 FEET NORTHWEST OF THE NORTHWEST
 SS0886'RAIL, 48 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD, 18 FEET
 SS0886'NORTHWEST OF THE MILEPOST, 8 FEET SOUTHEAST OF A TELEPHONE POLE, 1.8
 SS0886'FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND TRACK,
 SS0886'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS0886'GROUND.
 SS0886
 SS0886                          STATION RECOVERY (1979)
 SS0886
 SS0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0256 ***********************************************************************
 TK0256  DESIGNATION -  G 24
 TK0256  PID         -  TK0256
 TK0256  STATE/COUNTY-  MT/HILL
 TK0256  USGS QUAD   -  HAVRE (1977)
 TK0256
 TK0256                         *CURRENT SURVEY CONTROL
 TK0256  ___________________________________________________________________
 TK0256* NAD 83(1986)-  48 33 13.     (N)    109 40 08.     (W)     SCALED    
 TK0256* NAVD 88     -       758.054  (meters)    2487.05   (feet)  POSTED    
 TK0256  ___________________________________________________________________
 TK0256  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 TK0256  DYNAMIC HT  -         758.130 (meters)    2487.30  (feet)  COMP
 TK0256  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 TK0256
 TK0256  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0256
 TK0256.The horizontal coordinates were scaled from a topographic map and have
 TK0256.an estimated accuracy of +/- 6 seconds.
 TK0256
 TK0256.The orthometric height was determined by differential leveling
 TK0256.and adjusted by the National Geodetic Survey in 1992..
 TK0256.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0256.rate of 2.1 thru 3.0 mm/km.
 TK0256
 TK0256.The geoid height was determined by GEOID03.
 TK0256
 TK0256.The dynamic height is computed by dividing the NAVD 88
 TK0256.geopotential number by the normal gravity value computed on the
 TK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0256.degrees latitude (g = 980.6199 gals.).
 TK0256
 TK0256.The modeled gravity was interpolated from observed gravity values.
 TK0256
 TK0256;                    North         East    Units  Estimated Accuracy
 TK0256;SPC MT       -   478,250.      587,540.      MT  (+/- 180 meters Scaled)
 TK0256
 TK0256                          SUPERSEDED SURVEY CONTROL
 TK0256
 TK0256  NGVD 29 (??/??/92)  757.332  (m)         2484.68   (f) ADJ UNCH    1 2
 TK0256
 TK0256.Superseded values are not recommended for survey control.
 TK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0256.See file dsdata.txt to determine how the superseded data were derived.
 TK0256
 TK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU982786(NAD 83)
 TK0256_MARKER: Z = SEE DESCRIPTION
 TK0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TK0256_SP_SET: FOUNDATION
 TK0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0256
 TK0256  HISTORY     - Date     Condition        Report By
 TK0256  HISTORY     - UNK      MONUMENTED       CGS
 TK0256  HISTORY     - 1934     MARK NOT FOUND   NGS
 TK0256
 TK0256                          STATION DESCRIPTION
 TK0256
 TK0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TK0256'IN HAVRE.
 TK0256'AT HAVRE, HILL COUNTY, EAST OF THE GREAT NORTHERN RAILWAY STATION,
 TK0256'NEAR THE COAL CHUTES, AT THE WATER TANK, AND IN THE TOP OF THE
 TK0256'SOUTHWEST FOOTING OF THE STONE FOUNDATION.  THE BOTTOM OF A SQUARE
 TK0256'HOLE.  NOTE-- IT WAS REPORTED AT THAT TIME THERE ARE THREE WATER TANKS
 TK0256'AND ALL HAVE CONCRETE FOUNDATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0710 ***********************************************************************
 SS0710  DESIGNATION -  G 240
 SS0710  PID         -  SS0710
 SS0710  STATE/COUNTY-  MT/CASCADE
 SS0710  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0710
 SS0710                         *CURRENT SURVEY CONTROL
 SS0710  ___________________________________________________________________
 SS0710* NAD 83(1986)-  47 26 03.     (N)    111 25 07.     (W)     SCALED    
 SS0710* NAVD 88     -      1028.191  (meters)    3373.32   (feet)  ADJUSTED  
 SS0710  ___________________________________________________________________
 SS0710  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS0710  DYNAMIC HT  -        1028.104 (meters)    3373.04  (feet)  COMP
 SS0710  MODELED GRAV-     980,493.3   (mgal)                       NAVD 88
 SS0710
 SS0710  VERT ORDER  -  FIRST     CLASS II
 SS0710
 SS0710.The horizontal coordinates were scaled from a topographic map and have
 SS0710.an estimated accuracy of +/- 6 seconds.
 SS0710
 SS0710.The orthometric height was determined by differential leveling
 SS0710.and adjusted by the National Geodetic Survey in June 1991..
 SS0710
 SS0710.The geoid height was determined by GEOID03.
 SS0710
 SS0710.The dynamic height is computed by dividing the NAVD 88
 SS0710.geopotential number by the normal gravity value computed on the
 SS0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0710.degrees latitude (g = 980.6199 gals.).
 SS0710
 SS0710.The modeled gravity was interpolated from observed gravity values.
 SS0710
 SS0710;                    North         East    Units  Estimated Accuracy
 SS0710;SPC MT       -   355,590.      455,360.      MT  (+/- 180 meters Scaled)
 SS0710
 SS0710                          SUPERSEDED SURVEY CONTROL
 SS0710
 SS0710  NGVD 29 (??/??/92) 1027.269  (m)         3370.30   (f) ADJ UNCH    1 2
 SS0710
 SS0710.Superseded values are not recommended for survey control.
 SS0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0710.See file dsdata.txt to determine how the superseded data were derived.
 SS0710
 SS0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT684534(NAD 83)
 SS0710_MARKER: DB = BENCH MARK DISK
 SS0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0710_STAMPING: G 240 1961
 SS0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0710+STABILITY: SURFACE MOTION
 SS0710
 SS0710  HISTORY     - Date     Condition        Report By
 SS0710  HISTORY     - 1961     MONUMENTED       CGS
 SS0710
 SS0710                          STATION DESCRIPTION
 SS0710
 SS0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0710'4.8 MI E FROM ULM.
 SS0710'4.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS0710'ULM, 122 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 125, 48
 SS0710'FEET EAST OF THE EAST RAIL, 1 1/2 FEET WEST OF A FENCE, 1 1/2 FEET
 SS0710'NORTH OF WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN
 SS0710'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1079 ***********************************************************************
 SS1079  DESIGNATION -  G 241
 SS1079  PID         -  SS1079
 SS1079  STATE/COUNTY-  MT/TETON
 SS1079  USGS QUAD   -  POWER (1983)
 SS1079
 SS1079                         *CURRENT SURVEY CONTROL
 SS1079  ___________________________________________________________________
 SS1079* NAD 83(1986)-  47 44 01.     (N)    111 41 14.     (W)     SCALED    
 SS1079* NAVD 88     -      1124.413  (meters)    3689.01   (feet)  ADJUSTED  
 SS1079  ___________________________________________________________________
 SS1079  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1079  DYNAMIC HT  -        1124.342 (meters)    3688.78  (feet)  COMP
 SS1079  MODELED GRAV-     980,510.9   (mgal)                       NAVD 88
 SS1079
 SS1079  VERT ORDER  -  FIRST     CLASS II
 SS1079
 SS1079.The horizontal coordinates were scaled from a topographic map and have
 SS1079.an estimated accuracy of +/- 6 seconds.
 SS1079
 SS1079.The orthometric height was determined by differential leveling
 SS1079.and adjusted by the National Geodetic Survey in June 1991..
 SS1079
 SS1079.The geoid height was determined by GEOID03.
 SS1079
 SS1079.The dynamic height is computed by dividing the NAVD 88
 SS1079.geopotential number by the normal gravity value computed on the
 SS1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1079.degrees latitude (g = 980.6199 gals.).
 SS1079
 SS1079.The modeled gravity was interpolated from observed gravity values.
 SS1079
 SS1079;                    North         East    Units  Estimated Accuracy
 SS1079;SPC MT       -   389,380.      436,050.      MT  (+/- 180 meters Scaled)
 SS1079
 SS1079                          SUPERSEDED SURVEY CONTROL
 SS1079
 SS1079  NGVD 29 (??/??/92) 1123.468  (m)         3685.91   (f) ADJ UNCH    1 2
 SS1079
 SS1079.Superseded values are not recommended for survey control.
 SS1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1079.See file dsdata.txt to determine how the superseded data were derived.
 SS1079
 SS1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT484869(NAD 83)
 SS1079_MARKER: DB = BENCH MARK DISK
 SS1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1079_STAMPING: G 241 1961
 SS1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1079+STABILITY: SURFACE MOTION
 SS1079
 SS1079  HISTORY     - Date     Condition        Report By
 SS1079  HISTORY     - 1961     MONUMENTED       CGS
 SS1079
 SS1079                          STATION DESCRIPTION
 SS1079
 SS1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1079'1.3 MI N FROM POWER.
 SS1079'1.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1079'POWER, AT MILEPOST 28, 46 FEET EAST OF THE EAST RAIL, 27 FEET EAST OF
 SS1079'THE MILEPOST, 76 FEET NORTHWEST OF THE WEST ONE OF DOUBLE POWER LINE
 SS1079'POLES 4790, 53 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST,
 SS1079'ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SS1079'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0512 ***********************************************************************
 SS0512  DESIGNATION -  G 242
 SS0512  PID         -  SS0512
 SS0512  STATE/COUNTY-  MT/CASCADE
 SS0512  USGS QUAD   -  ARMINGTON (1982)
 SS0512
 SS0512                         *CURRENT SURVEY CONTROL
 SS0512  ___________________________________________________________________
 SS0512* NAD 83(1986)-  47 19 11.     (N)    110 58 30.     (W)     SCALED    
 SS0512* NAVD 88     -      1323.920  (meters)    4343.56   (feet)  ADJUSTED  
 SS0512  ___________________________________________________________________
 SS0512  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SS0512  DYNAMIC HT  -        1323.754 (meters)    4343.02  (feet)  COMP
 SS0512  MODELED GRAV-     980,441.1   (mgal)                       NAVD 88
 SS0512
 SS0512  VERT ORDER  -  SECOND    CLASS 0
 SS0512
 SS0512.The horizontal coordinates were scaled from a topographic map and have
 SS0512.an estimated accuracy of +/- 6 seconds.
 SS0512
 SS0512.The orthometric height was determined by differential leveling
 SS0512.and adjusted by the National Geodetic Survey in June 1991..
 SS0512
 SS0512.The geoid height was determined by GEOID03.
 SS0512
 SS0512.The dynamic height is computed by dividing the NAVD 88
 SS0512.geopotential number by the normal gravity value computed on the
 SS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0512.degrees latitude (g = 980.6199 gals.).
 SS0512
 SS0512.The modeled gravity was interpolated from observed gravity values.
 SS0512
 SS0512;                    North         East    Units  Estimated Accuracy
 SS0512;SPC MT       -   342,150.      488,560.      MT  (+/- 180 meters Scaled)
 SS0512
 SS0512                          SUPERSEDED SURVEY CONTROL
 SS0512
 SS0512  NGVD 29 (??/??/92) 1322.962  (m)         4340.42   (f) ADJ UNCH    2 0
 SS0512
 SS0512.Superseded values are not recommended for survey control.
 SS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0512.See file dsdata.txt to determine how the superseded data were derived.
 SS0512
 SS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT018406(NAD 83)
 SS0512_MARKER: DB = BENCH MARK DISK
 SS0512_SETTING: 66 = SET IN ROCK OUTCROP
 SS0512_SP_SET: OUTCROP
 SS0512_STAMPING: G 242 1961
 SS0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0512+STABILITY: POSITION/ELEVATION WELL
 SS0512
 SS0512  HISTORY     - Date     Condition        Report By
 SS0512  HISTORY     - 1961     MONUMENTED       CGS
 SS0512
 SS0512                          STATION DESCRIPTION
 SS0512
 SS0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0512'5.85 MI SW FROM BELT.
 SS0512'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0512'OVERPASS AT BELT, THENCE 4.4 MILES SOUTH ALONG A COUNTY ROAD, AT THE
 SS0512'CREST OF A SMALL HILL, IN THE TOP OF A 1 BY 3-FOOT OUTCROP FLUSH WITH
 SS0512'THE GROUND, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET
 SS0512'SOUTHEAST OF A FENCE, 17.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1
 SS0512'1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0788 ***********************************************************************
 SS0788  DESIGNATION -  G 243
 SS0788  PID         -  SS0788
 SS0788  STATE/COUNTY-  MT/CASCADE
 SS0788  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0788
 SS0788                         *CURRENT SURVEY CONTROL
 SS0788  ___________________________________________________________________
 SS0788* NAD 83(1986)-  47 14 13.     (N)    111 22 47.     (W)     SCALED    
 SS0788* NAVD 88     -      1067.133  (meters)    3501.09   (feet)  ADJUSTED  
 SS0788  ___________________________________________________________________
 SS0788  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 SS0788  DYNAMIC HT  -        1067.012 (meters)    3500.69  (feet)  COMP
 SS0788  MODELED GRAV-     980,463.8   (mgal)                       NAVD 88
 SS0788
 SS0788  VERT ORDER  -  SECOND    CLASS 0
 SS0788
 SS0788.The horizontal coordinates were scaled from a topographic map and have
 SS0788.an estimated accuracy of +/- 6 seconds.
 SS0788
 SS0788.The orthometric height was determined by differential leveling
 SS0788.and adjusted by the National Geodetic Survey in June 1991..
 SS0788
 SS0788.The geoid height was determined by GEOID03.
 SS0788
 SS0788.The dynamic height is computed by dividing the NAVD 88
 SS0788.geopotential number by the normal gravity value computed on the
 SS0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0788.degrees latitude (g = 980.6199 gals.).
 SS0788
 SS0788.The modeled gravity was interpolated from observed gravity values.
 SS0788
 SS0788;                    North         East    Units  Estimated Accuracy
 SS0788;SPC MT       -   333,610.      457,770.      MT  (+/- 180 meters Scaled)
 SS0788
 SS0788                          SUPERSEDED SURVEY CONTROL
 SS0788
 SS0788  NGVD 29 (??/??/92) 1066.194  (m)         3498.00   (f) ADJ UNCH    2 0
 SS0788
 SS0788.Superseded values are not recommended for survey control.
 SS0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0788.See file dsdata.txt to determine how the superseded data were derived.
 SS0788
 SS0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT712315(NAD 83)
 SS0788_MARKER: DB = BENCH MARK DISK
 SS0788_SETTING: 80 = SET IN A BOULDER
 SS0788_SP_SET: BOULDER
 SS0788_STAMPING: G 243 1961
 SS0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0788+STABILITY: SURFACE MOTION
 SS0788
 SS0788  HISTORY     - Date     Condition        Report By
 SS0788  HISTORY     - 1961     MONUMENTED       CGS
 SS0788
 SS0788                          STATION DESCRIPTION
 SS0788
 SS0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0788'7.15 MI SW FROM EDEN.
 SS0788'1.05 MILE SOUTH ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT EDEN,
 SS0788'THENCE 6.1 MILES WEST ALONG A COUNTY ROAD, 2.65 MILES NORTH OF AND
 SS0788'0.55 MILE EAST OF SPANISH COULEE SCHOOL, SET VERTICALLY IN THE WEST
 SS0788'FACE OF A 6 BY 6 FOOT BOULDER WHICH PROJECTS 4 FEET ABOVE THE GROUND,
 SS0788'60 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 29 FEET SOUTHEAST OF
 SS0788'A FENCE, 2.0 FEET ABOVE THE GROUND, AND ABOUT 4 FEET HIGHER THAN THE
 SS0788'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0933 ***********************************************************************
 SS0933  DESIGNATION -  G 244
 SS0933  PID         -  SS0933
 SS0933  STATE/COUNTY-  MT/CASCADE
 SS0933  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0933
 SS0933                         *CURRENT SURVEY CONTROL
 SS0933  ___________________________________________________________________
 SS0933* NAD 83(1986)-  47 09 37.     (N)    111 31 34.     (W)     SCALED    
 SS0933* NAVD 88     -      1227.073  (meters)    4025.82   (feet)  ADJUSTED  
 SS0933  ___________________________________________________________________
 SS0933  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS0933  DYNAMIC HT  -        1226.905 (meters)    4025.27  (feet)  COMP
 SS0933  MODELED GRAV-     980,433.0   (mgal)                       NAVD 88
 SS0933
 SS0933  VERT ORDER  -  SECOND    CLASS 0
 SS0933
 SS0933.The horizontal coordinates were scaled from a topographic map and have
 SS0933.an estimated accuracy of +/- 6 seconds.
 SS0933
 SS0933.The orthometric height was determined by differential leveling
 SS0933.and adjusted by the National Geodetic Survey in June 1991..
 SS0933
 SS0933.The geoid height was determined by GEOID03.
 SS0933
 SS0933.The dynamic height is computed by dividing the NAVD 88
 SS0933.geopotential number by the normal gravity value computed on the
 SS0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0933.degrees latitude (g = 980.6199 gals.).
 SS0933
 SS0933.The modeled gravity was interpolated from observed gravity values.
 SS0933
 SS0933;                    North         East    Units  Estimated Accuracy
 SS0933;SPC MT       -   325,370.      446,470.      MT  (+/- 180 meters Scaled)
 SS0933
 SS0933                          SUPERSEDED SURVEY CONTROL
 SS0933
 SS0933  NGVD 29 (??/??/92) 1226.113  (m)         4022.67   (f) ADJ UNCH    2 0
 SS0933
 SS0933.Superseded values are not recommended for survey control.
 SS0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0933.See file dsdata.txt to determine how the superseded data were derived.
 SS0933
 SS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT601231(NAD 83)
 SS0933_MARKER: DB = BENCH MARK DISK
 SS0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0933_STAMPING: G 244 1961
 SS0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0933+STABILITY: SURFACE MOTION
 SS0933
 SS0933  HISTORY     - Date     Condition        Report By
 SS0933  HISTORY     - 1961     MONUMENTED       CGS
 SS0933
 SS0933                          STATION DESCRIPTION
 SS0933
 SS0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0933'8.65 MI SW FROM SPANISH COULEE SCHOOL.
 SS0933'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0933'THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, THENCE 5.95 MILES
 SS0933'SOUTHWEST ALONG A TRACK FIELD ROAD, ON THE OUTSIDE OF A CURVE, AT A
 SS0933'WIRE GATE IN AN EAST-WEST FENCE LINE, 72 FEET NORTH-NORTHEAST OF THE
 SS0933'CENTER LINE OF THE ROAD, 10 FEET WEST OF THE CENTER OF THE GATE, 4
 SS0933'FEET WEST OF THE WEST END OF THE GATE, 1.5 FEET SOUTH OF A FENCE 1.5
 SS0933'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 SS0933'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0640 ***********************************************************************
 SS0640  DESIGNATION -  G 245
 SS0640  PID         -  SS0640
 SS0640  STATE/COUNTY-  MT/CHOUTEAU
 SS0640  USGS QUAD   -  SHEEP COULEE SPRINGS (1987)
 SS0640
 SS0640                         *CURRENT SURVEY CONTROL
 SS0640  ___________________________________________________________________
 SS0640* NAD 83(1986)-  47 45 23.     (N)    111 18 12.     (W)     SCALED    
 SS0640* NAVD 88     -      1136.604  (meters)    3729.01   (feet)  ADJUSTED  
 SS0640  ___________________________________________________________________
 SS0640  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SS0640  DYNAMIC HT  -        1136.565 (meters)    3728.88  (feet)  COMP
 SS0640  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 SS0640
 SS0640  VERT ORDER  -  SECOND    CLASS 0
 SS0640
 SS0640.The horizontal coordinates were scaled from a topographic map and have
 SS0640.an estimated accuracy of +/- 6 seconds.
 SS0640
 SS0640.The orthometric height was determined by differential leveling
 SS0640.and adjusted by the National Geodetic Survey in June 1991..
 SS0640
 SS0640.The geoid height was determined by GEOID03.
 SS0640
 SS0640.The dynamic height is computed by dividing the NAVD 88
 SS0640.geopotential number by the normal gravity value computed on the
 SS0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0640.degrees latitude (g = 980.6199 gals.).
 SS0640
 SS0640.The modeled gravity was interpolated from observed gravity values.
 SS0640
 SS0640;                    North         East    Units  Estimated Accuracy
 SS0640;SPC MT       -   391,180.      464,880.      MT  (+/- 180 meters Scaled)
 SS0640
 SS0640                          SUPERSEDED SURVEY CONTROL
 SS0640
 SS0640  NGVD 29 (??/??/92) 1135.694  (m)         3726.02   (f) ADJ UNCH    2 0
 SS0640
 SS0640.Superseded values are not recommended for survey control.
 SS0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0640.See file dsdata.txt to determine how the superseded data were derived.
 SS0640
 SS0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT772892(NAD 83)
 SS0640_MARKER: DB = BENCH MARK DISK
 SS0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0640_STAMPING: G 245 1961
 SS0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0640+STABILITY: SURFACE MOTION
 SS0640
 SS0640  HISTORY     - Date     Condition        Report By
 SS0640  HISTORY     - 1961     MONUMENTED       CGS
 SS0640
 SS0640                          STATION DESCRIPTION
 SS0640
 SS0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0640'18.75 MI W FROM CARTER.
 SS0640'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0640'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0640'SOUTH ALONG A COUNTY ROAD, THENCE 5.0 MILES WEST ALONG A COUNTY ROAD,
 SS0640'30 FEET NORTHEAST OF THE INTERSECTION OF A NORTH-SOUTH TRACK ROAD, 27
 SS0640'FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF THE CENTER
 SS0640'LINE OF THE TRACK ROAD, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 SS0640'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS0640'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0683 ***********************************************************************
 SS0683  DESIGNATION -  G 246
 SS0683  PID         -  SS0683
 SS0683  STATE/COUNTY-  MT/TETON
 SS0683  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0683
 SS0683                         *CURRENT SURVEY CONTROL
 SS0683  ___________________________________________________________________
 SS0683* NAD 83(1986)-  47 50 34.     (N)    111 27 07.     (W)     SCALED    
 SS0683* NAVD 88     -      1083.564  (meters)    3554.99   (feet)  ADJUSTED  
 SS0683  ___________________________________________________________________
 SS0683  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SS0683  DYNAMIC HT  -        1083.535 (meters)    3554.90  (feet)  COMP
 SS0683  MODELED GRAV-     980,547.8   (mgal)                       NAVD 88
 SS0683
 SS0683  VERT ORDER  -  SECOND    CLASS 0
 SS0683
 SS0683.The horizontal coordinates were scaled from a topographic map and have
 SS0683.an estimated accuracy of +/- 6 seconds.
 SS0683
 SS0683.The orthometric height was determined by differential leveling
 SS0683.and adjusted by the National Geodetic Survey in June 1991..
 SS0683
 SS0683.The geoid height was determined by GEOID03.
 SS0683
 SS0683.The dynamic height is computed by dividing the NAVD 88
 SS0683.geopotential number by the normal gravity value computed on the
 SS0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0683.degrees latitude (g = 980.6199 gals.).
 SS0683
 SS0683.The modeled gravity was interpolated from observed gravity values.
 SS0683
 SS0683;                    North         East    Units  Estimated Accuracy
 SS0683;SPC MT       -   401,040.      453,980.      MT  (+/- 180 meters Scaled)
 SS0683
 SS0683                          SUPERSEDED SURVEY CONTROL
 SS0683
 SS0683  NGVD 29 (??/??/92) 1082.652  (m)         3552.00   (f) ADJ UNCH    2 0
 SS0683
 SS0683.Superseded values are not recommended for survey control.
 SS0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0683.See file dsdata.txt to determine how the superseded data were derived.
 SS0683
 SS0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT661989(NAD 83)
 SS0683_MARKER: DB = BENCH MARK DISK
 SS0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0683_STAMPING: G 246 1961
 SS0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0683+STABILITY: SURFACE MOTION
 SS0683
 SS0683  HISTORY     - Date     Condition        Report By
 SS0683  HISTORY     - 1961     MONUMENTED       CGS
 SS0683
 SS0683                          STATION DESCRIPTION
 SS0683
 SS0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0683'12.75 MI E FROM DUTTON.
 SS0683'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0683'AT DUTTON, THENCE 12.4 MILES EAST ALONG A COUNTY ROAD, 40 FEET
 SS0683'SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A COUNTY ROAD, 36
 SS0683'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET EAST OF THE CENTER
 SS0683'LINE OF THE ROAD SOUTH, 2 FEET WEST OF POWER LINE POLE Y 49, 1.0 FOOT
 SS0683'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SS0683'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1025 ***********************************************************************
 SS1025  DESIGNATION -  G 247
 SS1025  PID         -  SS1025
 SS1025  STATE/COUNTY-  MT/CASCADE
 SS1025  USGS QUAD   -  SIMMS (1983)
 SS1025
 SS1025                         *CURRENT SURVEY CONTROL
 SS1025  ___________________________________________________________________
 SS1025* NAD 83(1986)-  47 28 37.     (N)    111 57 51.     (W)     SCALED    
 SS1025* NAVD 88     -      1155.537  (meters)    3791.12   (feet)  ADJUSTED  
 SS1025  ___________________________________________________________________
 SS1025  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SS1025  DYNAMIC HT  -        1155.422 (meters)    3790.75  (feet)  COMP
 SS1025  MODELED GRAV-     980,473.1   (mgal)                       NAVD 88
 SS1025
 SS1025  VERT ORDER  -  SECOND    CLASS 0
 SS1025
 SS1025.The horizontal coordinates were scaled from a topographic map and have
 SS1025.an estimated accuracy of +/- 6 seconds.
 SS1025
 SS1025.The orthometric height was determined by differential leveling
 SS1025.and adjusted by the National Geodetic Survey in June 1991..
 SS1025
 SS1025.The geoid height was determined by GEOID03.
 SS1025
 SS1025.The dynamic height is computed by dividing the NAVD 88
 SS1025.geopotential number by the normal gravity value computed on the
 SS1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1025.degrees latitude (g = 980.6199 gals.).
 SS1025
 SS1025.The modeled gravity was interpolated from observed gravity values.
 SS1025
 SS1025;                    North         East    Units  Estimated Accuracy
 SS1025;SPC MT       -   361,490.      414,400.      MT  (+/- 180 meters Scaled)
 SS1025
 SS1025                          SUPERSEDED SURVEY CONTROL
 SS1025
 SS1025  NGVD 29 (??/??/92) 1154.581  (m)         3787.99   (f) ADJ UNCH    2 0
 SS1025
 SS1025.Superseded values are not recommended for survey control.
 SS1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1025.See file dsdata.txt to determine how the superseded data were derived.
 SS1025
 SS1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT273586(NAD 83)
 SS1025_MARKER: DB = BENCH MARK DISK
 SS1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1025_STAMPING: G 247 1961
 SS1025_MARK LOGO: CGS   
 SS1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1025+STABILITY: SURFACE MOTION
 SS1025
 SS1025  HISTORY     - Date     Condition        Report By
 SS1025  HISTORY     - 1961     MONUMENTED       CGS
 SS1025  HISTORY     - 19900917 GOOD             NGS
 SS1025
 SS1025                          STATION DESCRIPTION
 SS1025
 SS1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1025'1.9 MI SW FROM SIMMS.
 SS1025'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1025'HIGHWAY 21 AT SIMMS, NEAR THE SUMMIT OF A HILL, 58 FEET NORTHWEST OF
 SS1025'THE CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTHEAST OF A FENCE, 2.2
 SS1025'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SS1025'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS1025'GROUND.
 SS1025
 SS1025                          STATION RECOVERY (1990)
 SS1025
 SS1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (CS)
 SS1025'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4626 ***********************************************************************
 AA4626  DESIGNATION -  G 247 RESET
 AA4626  PID         -  AA4626
 AA4626  STATE/COUNTY-  MT/CASCADE
 AA4626  USGS QUAD   -  SIMMS (1983)
 AA4626
 AA4626                         *CURRENT SURVEY CONTROL
 AA4626  ___________________________________________________________________
 AA4626* NAD 83(1986)-  47 28 37.     (N)    111 57 51.     (W)     SCALED    
 AA4626* NAVD 88     -      1155.32   (+/-2cm)    3790.4    (feet)  VERTCON   
 AA4626  ___________________________________________________________________
 AA4626  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 AA4626
 AA4626  VERT ORDER  -  THIRD (See Below)
 AA4626
 AA4626.The horizontal coordinates were scaled from a topographic map and have
 AA4626.an estimated accuracy of +/- 6 seconds.
 AA4626
 AA4626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4626.The vertical order pertains to the NGVD 29 superseded value.
 AA4626
 AA4626.The geoid height was determined by GEOID03.
 AA4626
 AA4626;                    North         East    Units  Estimated Accuracy
 AA4626;SPC MT       -   361,490.      414,400.      MT  (+/- 180 meters Scaled)
 AA4626
 AA4626                          SUPERSEDED SURVEY CONTROL
 AA4626
 AA4626  NGVD 29 (03/30/06) 1154.36   (m)         3787.3    (f) RESET       3  
 AA4626
 AA4626.Superseded values are not recommended for survey control.
 AA4626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4626.See file dsdata.txt to determine how the superseded data were derived.
 AA4626
 AA4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT273586(NAD 83)
 AA4626_MARKER: DV = VERTICAL CONTROL DISK
 AA4626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4626_STAMPING: G 247 RESET 1990
 AA4626_MARK LOGO: NGS   
 AA4626_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4626+STABILITY: SURFACE MOTION
 AA4626
 AA4626  HISTORY     - Date     Condition        Report By
 AA4626  HISTORY     - 1990     MONUMENTED       NGS
 AA4626
 AA4626                          STATION DESCRIPTION
 AA4626
 AA4626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CS)
 AA4626'3.2 KM (2.00 MI) SOUTHWEST OF SIMMS ALONG THE EAST SIDE OF STATE
 AA4626'HIGHWAY 200.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 200 AND 21
 AA4626'IN SIMMS GO SOUTHERLY ON HIGHWAY 200 FOR 3.04 KM (1.90 MI) TO THE
 AA4626'STATION ON THE RIGHT ON A CUTBANK AT A MISSILE SILO.  64.01 M (210.01
 AA4626'FT) WEST OF CENTERLINE OF STATE HIGHWAY 200, 0.67 M (2.20 FT) SOUTH OF
 AA4626'WITNESS POST, 0.30 M (0.98 FT) EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0303 ***********************************************************************
 ST0303  DESIGNATION -  G 248
 ST0303  PID         -  ST0303
 ST0303  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0303  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0303
 ST0303                         *CURRENT SURVEY CONTROL
 ST0303  ___________________________________________________________________
 ST0303* NAD 83(1986)-  47 25 47.     (N)    112 07 55.     (W)     SCALED    
 ST0303* NAVD 88     -      1178.167  (meters)    3865.37   (feet)  ADJUSTED  
 ST0303  ___________________________________________________________________
 ST0303  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 ST0303  DYNAMIC HT  -        1178.023 (meters)    3864.90  (feet)  COMP
 ST0303  MODELED GRAV-     980,449.8   (mgal)                       NAVD 88
 ST0303
 ST0303  VERT ORDER  -  SECOND    CLASS 0
 ST0303
 ST0303.The horizontal coordinates were scaled from a topographic map and have
 ST0303.an estimated accuracy of +/- 6 seconds.
 ST0303
 ST0303.The orthometric height was determined by differential leveling
 ST0303.and adjusted by the National Geodetic Survey in June 1991..
 ST0303
 ST0303.The geoid height was determined by GEOID03.
 ST0303
 ST0303.The dynamic height is computed by dividing the NAVD 88
 ST0303.geopotential number by the normal gravity value computed on the
 ST0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0303.degrees latitude (g = 980.6199 gals.).
 ST0303
 ST0303.The modeled gravity was interpolated from observed gravity values.
 ST0303
 ST0303;                    North         East    Units  Estimated Accuracy
 ST0303;SPC MT       -   356,660.      401,590.      MT  (+/- 180 meters Scaled)
 ST0303
 ST0303                          SUPERSEDED SURVEY CONTROL
 ST0303
 ST0303  NGVD 29 (??/??/92) 1177.183  (m)         3862.14   (f) ADJ UNCH    2 0
 ST0303
 ST0303.Superseded values are not recommended for survey control.
 ST0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0303.See file dsdata.txt to determine how the superseded data were derived.
 ST0303
 ST0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT146535(NAD 83)
 ST0303_MARKER: DB = BENCH MARK DISK
 ST0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0303_SP_SET: FOUNDATION
 ST0303_STAMPING: G 248 1961
 ST0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0303
 ST0303  HISTORY     - Date     Condition        Report By
 ST0303  HISTORY     - 1961     MONUMENTED       CGS
 ST0303
 ST0303                          STATION DESCRIPTION
 ST0303
 ST0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0303'16.25 MI SW FROM SIMMS.
 ST0303'10.5 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0303'HIGHWAY 20 AT SIMMS, THENCE 5.75 MILES SOUTH ALONG A COUNTY ROAD, SET
 ST0303'VERTICALLY IN THE NORTH WALL OF THE CONCRETE FOUNDATION OF AN
 ST0303'ABANDONED SCHOOL, 103 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2
 ST0303'FEET EAST OF THE NORTHWEST CORNER OF BUILDING, 1.5 FEET ABOVE THE
 ST0303'GROUND AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0608 ***********************************************************************
 SS0608  DESIGNATION -  G 249
 SS0608  PID         -  SS0608
 SS0608  STATE/COUNTY-  MT/CASCADE
 SS0608  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0608
 SS0608                         *CURRENT SURVEY CONTROL
 SS0608  ___________________________________________________________________
 SS0608* NAD 83(1986)-  47 39 16.     (N)    111 29 45.     (W)     SCALED    
 SS0608* NAVD 88     -      1164.466  (meters)    3820.42   (feet)  ADJUSTED  
 SS0608  ___________________________________________________________________
 SS0608  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS0608  DYNAMIC HT  -        1164.405 (meters)    3820.22  (feet)  COMP
 SS0608  MODELED GRAV-     980,519.9   (mgal)                       NAVD 88
 SS0608
 SS0608  VERT ORDER  -  SECOND    CLASS 0
 SS0608
 SS0608.The horizontal coordinates were scaled from a topographic map and have
 SS0608.an estimated accuracy of +/- 6 seconds.
 SS0608
 SS0608.The orthometric height was determined by differential leveling
 SS0608.and adjusted by the National Geodetic Survey in June 1991..
 SS0608
 SS0608.The geoid height was determined by GEOID03.
 SS0608
 SS0608.The dynamic height is computed by dividing the NAVD 88
 SS0608.geopotential number by the normal gravity value computed on the
 SS0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0608.degrees latitude (g = 980.6199 gals.).
 SS0608
 SS0608.The modeled gravity was interpolated from observed gravity values.
 SS0608
 SS0608;                    North         East    Units  Estimated Accuracy
 SS0608;SPC MT       -   380,200.      450,170.      MT  (+/- 180 meters Scaled)
 SS0608
 SS0608                          SUPERSEDED SURVEY CONTROL
 SS0608
 SS0608  NGVD 29 (??/??/92) 1163.551  (m)         3817.42   (f) ADJ UNCH    2 0
 SS0608
 SS0608.Superseded values are not recommended for survey control.
 SS0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0608.See file dsdata.txt to determine how the superseded data were derived.
 SS0608
 SS0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT627780(NAD 83)
 SS0608_MARKER: DB = BENCH MARK DISK
 SS0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0608_STAMPING: G 249 1961
 SS0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0608+STABILITY: SURFACE MOTION
 SS0608
 SS0608  HISTORY     - Date     Condition        Report By
 SS0608  HISTORY     - 1961     MONUMENTED       CGS
 SS0608
 SS0608                          STATION DESCRIPTION
 SS0608
 SS0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0608'3.5 MI NE FROM NEUMAN SCHOOL.
 SS0608'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS0608'MILE NORTH ALONG A COUNTY ROAD, THENCE 2.0 MILES EAST ALONG A COUNTY
 SS0608'ROAD, 53 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 SS0608'NORTH, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41 FEET WEST OF
 SS0608'THE CENTER LINE OF THE DIRT ROAD NORTH, 2.5 FEET NORTH OF A WITNESS
 SS0608'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0608'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0006 ***********************************************************************
 TL0006  DESIGNATION -  G 25
 TL0006  PID         -  TL0006
 TL0006  STATE/COUNTY-  MT/HILL
 TL0006  USGS QUAD   -  GILDFORD (1969)
 TL0006
 TL0006                         *CURRENT SURVEY CONTROL
 TL0006  ___________________________________________________________________
 TL0006* NAD 83(1986)-  48 34 28.     (N)    110 15 58.     (W)     SCALED    
 TL0006* NAVD 88     -       871.409  (meters)    2858.95   (feet)  ADJUSTED  
 TL0006  ___________________________________________________________________
 TL0006  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TL0006  DYNAMIC HT  -         871.483 (meters)    2859.19  (feet)  COMP
 TL0006  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 TL0006
 TL0006  VERT ORDER  -  FIRST     CLASS II
 TL0006
 TL0006.The horizontal coordinates were scaled from a topographic map and have
 TL0006.an estimated accuracy of +/- 6 seconds.
 TL0006
 TL0006.The orthometric height was determined by differential leveling
 TL0006.and adjusted by the National Geodetic Survey in June 1991..
 TL0006
 TL0006.The geoid height was determined by GEOID03.
 TL0006
 TL0006.The dynamic height is computed by dividing the NAVD 88
 TL0006.geopotential number by the normal gravity value computed on the
 TL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0006.degrees latitude (g = 980.6199 gals.).
 TL0006
 TL0006.The modeled gravity was interpolated from observed gravity values.
 TL0006
 TL0006;                    North         East    Units  Estimated Accuracy
 TL0006;SPC MT       -   480,830.      543,480.      MT  (+/- 180 meters Scaled)
 TL0006
 TL0006                          SUPERSEDED SURVEY CONTROL
 TL0006
 TL0006  NGVD 29 (??/??/92)  870.528  (m)         2856.06   (f) ADJ UNCH    1 2
 TL0006
 TL0006.Superseded values are not recommended for survey control.
 TL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0006.See file dsdata.txt to determine how the superseded data were derived.
 TL0006
 TL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU541804(NAD 83)
 TL0006_MARKER: DB = BENCH MARK DISK
 TL0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0006_PROJECTION: PROJECTING 10 CENTIMETERS
 TL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0006+STABILITY: SURFACE MOTION
 TL0006
 TL0006  HISTORY     - Date     Condition        Report By
 TL0006  HISTORY     - UNK      MONUMENTED       CGS
 TL0006  HISTORY     - 1948     GOOD             NGS
 TL0006  HISTORY     - 1979     GOOD             NGS
 TL0006
 TL0006                          STATION DESCRIPTION
 TL0006
 TL0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0006'1.7 MI E FROM GILDFORD.
 TL0006'1.7 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0006'GILDFORD, HILL COUNTY, 179 FEET EAST OF THE NORTH END OF 20-INCH
 TL0006'CONCRETE-TILE CULVERT 988/66, 23 FEET SOUTH OF THE FIFTEENTH POLE EAST
 TL0006'OF MILEPOST 989, AT THE EAST END OF A FILL, 41.8 FEET NORTH OF THE
 TL0006'NORTH RAIL OF THE TRACK, 1.9 FEET EAST OF A WHITE WOODEN WITNESS POST,
 TL0006'AND 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, SET IN THE TOP OF A
 TL0006'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 TL0006
 TL0006                          STATION RECOVERY (1979)
 TL0006
 TL0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0006'ADD=23.5 FEET SOUTH OF TELEPHONE POLE NUMBER A 102, AND 11 FEET SOUTH
 TL0006'OF THE CENTER OF A TRACK ROAD PARALLELING THE TRACKS.
 TL0006'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TL0006'THE MARK IS 1 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0035 ***********************************************************************
 TH0035  DESIGNATION -  G 251
 TH0035  PID         -  TH0035
 TH0035  STATE/COUNTY-  MT/SHERIDAN
 TH0035  USGS QUAD   -  DAGMAR (1988)
 TH0035
 TH0035                         *CURRENT SURVEY CONTROL
 TH0035  ___________________________________________________________________
 TH0035* NAD 83(1986)-  48 32 02.     (N)    104 07 46.     (W)     SCALED    
 TH0035* NAVD 88     -       602.988  (meters)    1978.30   (feet)  ADJUSTED  
 TH0035  ___________________________________________________________________
 TH0035  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TH0035  DYNAMIC HT  -         603.084 (meters)    1978.62  (feet)  COMP
 TH0035  MODELED GRAV-     980,750.3   (mgal)                       NAVD 88
 TH0035
 TH0035  VERT ORDER  -  SECOND    CLASS 0
 TH0035
 TH0035.The horizontal coordinates were scaled from a topographic map and have
 TH0035.an estimated accuracy of +/- 6 seconds.
 TH0035
 TH0035.The orthometric height was determined by differential leveling
 TH0035.and adjusted by the National Geodetic Survey in June 1991..
 TH0035
 TH0035.The geoid height was determined by GEOID03.
 TH0035
 TH0035.The dynamic height is computed by dividing the NAVD 88
 TH0035.geopotential number by the normal gravity value computed on the
 TH0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0035.degrees latitude (g = 980.6199 gals.).
 TH0035
 TH0035.The modeled gravity was interpolated from observed gravity values.
 TH0035
 TH0035;                    North         East    Units  Estimated Accuracy
 TH0035;SPC MT       -   489,630.      996,220.      MT  (+/- 180 meters Scaled)
 TH0035
 TH0035                          SUPERSEDED SURVEY CONTROL
 TH0035
 TH0035  NGVD 29 (??/??/92)  602.490  (m)         1976.67   (f) ADJ UNCH    2 0
 TH0035
 TH0035.Superseded values are not recommended for survey control.
 TH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0035.See file dsdata.txt to determine how the superseded data were derived.
 TH0035
 TH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP642760(NAD 83)
 TH0035_MARKER: DB = BENCH MARK DISK
 TH0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0035_STAMPING: G-251 1935
 TH0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0035+STABILITY: SURFACE MOTION
 TH0035
 TH0035  HISTORY     - Date     Condition        Report By
 TH0035  HISTORY     - 1935     MONUMENTED       CGS
 TH0035
 TH0035                          STATION DESCRIPTION
 TH0035
 TH0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0035'15.2 MI SW FROM GRENORA, ND.
 TH0035'15.2 MI SW OF DEPOT SET AT NORTH EAST CORNER OF SEC. 14, T-32, R-58.
 TH0035'AT ROAD CROSSING.  SET 1.0 MILE EAST OF SCHOOL HOUSE.  33 FEET WEST,
 TH0035'THENCE 33 FEET SOUTH OF CENTERLINE OF THE CROSSING.  5 FEET WEST,
 TH0035'THENCE 2 1/2 FEET NORTH OF RIGHT-OF-WAY FENCE CORNER.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0230 ***********************************************************************
 SP0230  DESIGNATION -  G 252
 SP0230  PID         -  SP0230
 SP0230  STATE/COUNTY-  MT/MCCONE
 SP0230  USGS QUAD   -  NORTH FORK HORSE CREEK (1983)
 SP0230
 SP0230                         *CURRENT SURVEY CONTROL
 SP0230  ___________________________________________________________________
 SP0230* NAD 83(1986)-  47 35 48.     (N)    105 49 40.     (W)     SCALED    
 SP0230* NAVD 88     -       773.257  (meters)    2536.93   (feet)  ADJUSTED  
 SP0230  ___________________________________________________________________
 SP0230  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 SP0230  DYNAMIC HT  -         773.283 (meters)    2537.01  (feet)  COMP
 SP0230  MODELED GRAV-     980,620.8   (mgal)                       NAVD 88
 SP0230
 SP0230  VERT ORDER  -  SECOND    CLASS 0
 SP0230
 SP0230.The horizontal coordinates were scaled from a topographic map and have
 SP0230.an estimated accuracy of +/- 6 seconds.
 SP0230
 SP0230.The orthometric height was determined by differential leveling
 SP0230.and adjusted by the National Geodetic Survey in June 1991..
 SP0230
 SP0230.The geoid height was determined by GEOID03.
 SP0230
 SP0230.The dynamic height is computed by dividing the NAVD 88
 SP0230.geopotential number by the normal gravity value computed on the
 SP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0230.degrees latitude (g = 980.6199 gals.).
 SP0230
 SP0230.The modeled gravity was interpolated from observed gravity values.
 SP0230
 SP0230;                    North         East    Units  Estimated Accuracy
 SP0230;SPC MT       -   378,340.      875,920.      MT  (+/- 180 meters Scaled)
 SP0230
 SP0230                          SUPERSEDED SURVEY CONTROL
 SP0230
 SP0230  NGVD 29 (??/??/92)  772.637  (m)         2534.89   (f) ADJ UNCH    2 0
 SP0230
 SP0230.Superseded values are not recommended for survey control.
 SP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0230.See file dsdata.txt to determine how the superseded data were derived.
 SP0230
 SP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN377718(NAD 83)
 SP0230_MARKER: DB = BENCH MARK DISK
 SP0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0230_STAMPING: G 252 1935
 SP0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0230+STABILITY: SURFACE MOTION
 SP0230
 SP0230  HISTORY     - Date     Condition        Report By
 SP0230  HISTORY     - 1935     MONUMENTED       CGS
 SP0230  HISTORY     - 1977     GOOD             USGS
 SP0230
 SP0230                          STATION DESCRIPTION
 SP0230
 SP0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0230'4.1 MI SE FROM WELDON.
 SP0230'4.1 MILES SOUTHEAST ALONG THE CIRCLE ROAD FROM THE POST OFFICE AT
 SP0230'WELDON, MCCONE COUNTY, 630 FEET NORTHWEST OF A 3- BY 3-FOOT BOX
 SP0230'CULVERT AND A DEEP RAVINE, AT A CURVE, 39 FEET SOUTH OF THE CENTERLINE
 SP0230'OF THE ROAD, 7 FEET NORTH OF A DRAIN, AND LEVEL WITH THE ROAD. A
 SP0230'STANDARD DISK, STAMPED G 252 1935 AND SET IN THE TOP OF A CONCRETE
 SP0230'POST.
 SP0230
 SP0230                          STATION RECOVERY (1977)
 SP0230
 SP0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0230'2.6 MI. SE ALONG THE CIRCLE ROAD FROM WELDON JCT. TO A PRIVATE ROAD
 SP0230'NE, THENCE 0.9 MI. ALONG THE PRIVATE ROAD TO ITS JUNCTION WITH THE
 SP0230'OLD ROAD SCAR, THENCE EAST ALONG THE OLD ROAD 1.4 MI. TO THE BM AT A
 SP0230'CURVE SE. BM IS IN THE SE 1/4 OF THE NW 1/4 OF SECTION 9, T. 21 N.,
 SP0230'R. 46 E., AND IS ON THE WEST EDGE OF THE ROAD 630 FEET NW OF WHERE IT
 SP0230'CROSSES A DEEP RAVINE. A STANDARD DISK STAMPED G 252 1935 AND SET IN
 SP0230'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0063 ***********************************************************************
 SQ0063  DESIGNATION -  G 253
 SQ0063  PID         -  SQ0063
 SQ0063  STATE/COUNTY-  MT/MCCONE
 SQ0063  USGS QUAD   -  SAND ARROYO (1973)
 SQ0063
 SQ0063                         *CURRENT SURVEY CONTROL
 SQ0063  ___________________________________________________________________
 SQ0063* NAD 83(1986)-  47 45 14.     (N)    106 10 19.     (W)     SCALED    
 SQ0063* NAVD 88     -       739.966  (meters)    2427.71   (feet)  ADJUSTED  
 SQ0063  ___________________________________________________________________
 SQ0063  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SQ0063  DYNAMIC HT  -         740.015 (meters)    2427.87  (feet)  COMP
 SQ0063  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 SQ0063
 SQ0063  VERT ORDER  -  SECOND    CLASS 0
 SQ0063
 SQ0063.The horizontal coordinates were scaled from a topographic map and have
 SQ0063.an estimated accuracy of +/- 6 seconds.
 SQ0063
 SQ0063.The orthometric height was determined by differential leveling
 SQ0063.and adjusted by the National Geodetic Survey in June 1991..
 SQ0063
 SQ0063.The geoid height was determined by GEOID03.
 SQ0063
 SQ0063.The dynamic height is computed by dividing the NAVD 88
 SQ0063.geopotential number by the normal gravity value computed on the
 SQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0063.degrees latitude (g = 980.6199 gals.).
 SQ0063
 SQ0063.The modeled gravity was interpolated from observed gravity values.
 SQ0063
 SQ0063;                    North         East    Units  Estimated Accuracy
 SQ0063;SPC MT       -   394,640.      849,330.      MT  (+/- 180 meters Scaled)
 SQ0063
 SQ0063                          SUPERSEDED SURVEY CONTROL
 SQ0063
 SQ0063  NGVD 29 (??/??/92)  739.346  (m)         2425.67   (f) ADJ UNCH    2 0
 SQ0063
 SQ0063.Superseded values are not recommended for survey control.
 SQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0063.See file dsdata.txt to determine how the superseded data were derived.
 SQ0063
 SQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN121896(NAD 83)
 SQ0063_MARKER: DB = BENCH MARK DISK
 SQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0063_STAMPING: G 253 1935
 SQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0063+STABILITY: SURFACE MOTION
 SQ0063
 SQ0063  HISTORY     - Date     Condition        Report By
 SQ0063  HISTORY     - 1935     MONUMENTED       CGS
 SQ0063  HISTORY     - 1973     GOOD             USGS
 SQ0063
 SQ0063                          STATION DESCRIPTION
 SQ0063
 SQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0063'20.3 MI NW FROM WELDON.
 SQ0063'20.3 MILES NORTHWEST ALONG THE HAXBY ROAD AND TRAIL FROM THE POST
 SQ0063'OFFICE AT WELDON, MCCONE COUNTY, 2-1/4 MILES SOUTHEAST OF THE NELSON
 SQ0063'RANCH BUILDINGS, AT THE WEST END OF A VALLEY, BETWEEN TWO HILLS, 19
 SQ0063'FEET NORTH OF THE CENTERLINE OF THE TRAIL, AND 1 FOOT HIGHER THAN THE
 SQ0063'TRAIL.  A STANDARD DISK, STAMPED G 253 1935 AND SET IN THE TOP OF A
 SQ0063'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- HAXBY, WELDON
 SQ0063'AND CONNECTING ROAD ABANDONED, 23.2 MI S ALONG ST HWY 24 FROM THE SE
 SQ0063'END OF FORT PECK RESERVOIR SPILLWAY, THENCE 1 MI NE ALONG ROAD TO
 SQ0063'FENCE.  LEAVE ROAD AND DRIVE CROSS COUNTRY N-NW ALONG RIDGE TO MARK AS
 SQ0063'DESCRIBED.
 SQ0063
 SQ0063                          STATION RECOVERY (1973)
 SQ0063
 SQ0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0324 ***********************************************************************
 TJ0324  DESIGNATION -  G 254
 TJ0324  PID         -  TJ0324
 TJ0324  STATE/COUNTY-  MT/PHILLIPS
 TJ0324  USGS QUAD   -  SPENCER POINT (1984)
 TJ0324
 TJ0324                         *CURRENT SURVEY CONTROL
 TJ0324  ___________________________________________________________________
 TJ0324* NAD 83(1986)-  48 21 02.     (N)    107 18 05.     (W)     SCALED    
 TJ0324* NAVD 88     -       675.502  (meters)    2216.21   (feet)  ADJUSTED  
 TJ0324  ___________________________________________________________________
 TJ0324  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TJ0324  DYNAMIC HT  -         675.598 (meters)    2216.52  (feet)  COMP
 TJ0324  MODELED GRAV-     980,731.3   (mgal)                       NAVD 88
 TJ0324
 TJ0324  VERT ORDER  -  SECOND    CLASS 0
 TJ0324
 TJ0324.The horizontal coordinates were scaled from a topographic map and have
 TJ0324.an estimated accuracy of +/- 6 seconds.
 TJ0324
 TJ0324.The orthometric height was determined by differential leveling
 TJ0324.and adjusted by the National Geodetic Survey in June 1991..
 TJ0324
 TJ0324.The geoid height was determined by GEOID03.
 TJ0324
 TJ0324.The dynamic height is computed by dividing the NAVD 88
 TJ0324.geopotential number by the normal gravity value computed on the
 TJ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0324.degrees latitude (g = 980.6199 gals.).
 TJ0324
 TJ0324.The modeled gravity was interpolated from observed gravity values.
 TJ0324
 TJ0324;                    North         East    Units  Estimated Accuracy
 TJ0324;SPC MT       -   457,950.      762,880.      MT  (+/- 180 meters Scaled)
 TJ0324
 TJ0324                          SUPERSEDED SURVEY CONTROL
 TJ0324
 TJ0324  NGVD 29 (??/??/92)  674.820  (m)         2213.97   (f) ADJ UNCH    2 0
 TJ0324
 TJ0324.Superseded values are not recommended for survey control.
 TJ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0324.See file dsdata.txt to determine how the superseded data were derived.
 TJ0324
 TJ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP294578(NAD 83)
 TJ0324_MARKER: DB = BENCH MARK DISK
 TJ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0324_STAMPING: G 254 1935
 TJ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0324+STABILITY: SURFACE MOTION
 TJ0324
 TJ0324  HISTORY     - Date     Condition        Report By
 TJ0324  HISTORY     - 1935     MONUMENTED       CGS
 TJ0324  HISTORY     - 1948     GOOD             NGS
 TJ0324
 TJ0324                          STATION DESCRIPTION
 TJ0324
 TJ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0324'8.95 MI S FROM SACO.
 TJ0324'8.7 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0324'RAILWAY STATION AT SACO, THENCE 0.25 MILE SOUTH ALONG AN ABANDONED
 TJ0324'ROADBED, 40.0 FEET WEST OF THE CENTER LINE OF THE OLD ROADBED, 11.5
 TJ0324'FEET WEST OF A FENCE CORNER, 5.0 FEET EAST OF THE WEST END OF A WIRE
 TJ0324'GATE, 5.0 FEET EAST OF A REFERENCE POST, 1.5 FEET SOUTH OF A FENCE,
 TJ0324'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TJ0324'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0348 ***********************************************************************
 TJ0348  DESIGNATION -  G 255
 TJ0348  PID         -  TJ0348
 TJ0348  STATE/COUNTY-  MT/VALLEY
 TJ0348  USGS QUAD   -  CRAIG RESERVOIR (1984)
 TJ0348
 TJ0348                         *CURRENT SURVEY CONTROL
 TJ0348  ___________________________________________________________________
 TJ0348* NAD 83(1986)-  48 02 55.     (N)    107 21 45.     (W)     SCALED    
 TJ0348* NAVD 88     -       748.176  (meters)    2454.64   (feet)  ADJUSTED  
 TJ0348  ___________________________________________________________________
 TJ0348  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 TJ0348  DYNAMIC HT  -         748.239 (meters)    2454.85  (feet)  COMP
 TJ0348  MODELED GRAV-     980,670.6   (mgal)                       NAVD 88
 TJ0348
 TJ0348  VERT ORDER  -  SECOND    CLASS 0
 TJ0348
 TJ0348.The horizontal coordinates were scaled from a topographic map and have
 TJ0348.an estimated accuracy of +/- 6 seconds.
 TJ0348
 TJ0348.The orthometric height was determined by differential leveling
 TJ0348.and adjusted by the National Geodetic Survey in June 1991..
 TJ0348
 TJ0348.The geoid height was determined by GEOID03.
 TJ0348
 TJ0348.The dynamic height is computed by dividing the NAVD 88
 TJ0348.geopotential number by the normal gravity value computed on the
 TJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0348.degrees latitude (g = 980.6199 gals.).
 TJ0348
 TJ0348.The modeled gravity was interpolated from observed gravity values.
 TJ0348
 TJ0348;                    North         East    Units  Estimated Accuracy
 TJ0348;SPC MT       -   424,270.      759,270.      MT  (+/- 180 meters Scaled)
 TJ0348
 TJ0348                          SUPERSEDED SURVEY CONTROL
 TJ0348
 TJ0348  NGVD 29 (??/??/92)  747.470  (m)         2452.32   (f) ADJ UNCH    2 0
 TJ0348
 TJ0348.Superseded values are not recommended for survey control.
 TJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0348.See file dsdata.txt to determine how the superseded data were derived.
 TJ0348
 TJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP239244(NAD 83)
 TJ0348_MARKER: DB = BENCH MARK DISK
 TJ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0348_STAMPING: G 255 1935
 TJ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0348+STABILITY: SURFACE MOTION
 TJ0348
 TJ0348  HISTORY     - Date     Condition        Report By
 TJ0348  HISTORY     - 1935     MONUMENTED       CGS
 TJ0348  HISTORY     - 1948     GOOD             NGS
 TJ0348
 TJ0348                          STATION DESCRIPTION
 TJ0348
 TJ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0348'32.3 MI S FROM SACO.
 TJ0348'32.3 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0348'RAILWAY STATION AT SACO, 21.0 FEET WEST OF AND 2.0 FEET HIGHER THAN
 TJ0348'THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTH OF AN EAST-WEST FENCE,
 TJ0348'1.2 FEET EAST OF A REFERENCE POST AND SET IN THE TOP OF A CONCRETE
 TJ0348'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0420 ***********************************************************************
 SQ0420  DESIGNATION -  G 256
 SQ0420  PID         -  SQ0420
 SQ0420  STATE/COUNTY-  MT/PHILLIPS
 SQ0420  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0420
 SQ0420                         *CURRENT SURVEY CONTROL
 SQ0420  ___________________________________________________________________
 SQ0420* NAD 83(1986)-  47 52 53.     (N)    107 40 23.     (W)     SCALED    
 SQ0420* NAVD 88     -       730.461  (meters)    2396.52   (feet)  ADJUSTED  
 SQ0420  ___________________________________________________________________
 SQ0420  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 SQ0420  DYNAMIC HT  -         730.501 (meters)    2396.65  (feet)  COMP
 SQ0420  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 SQ0420
 SQ0420  VERT ORDER  -  SECOND    CLASS 0
 SQ0420
 SQ0420.The horizontal coordinates were scaled from a topographic map and have
 SQ0420.an estimated accuracy of +/- 6 seconds.
 SQ0420
 SQ0420.The orthometric height was determined by differential leveling
 SQ0420.and adjusted by the National Geodetic Survey in June 1991..
 SQ0420
 SQ0420.The geoid height was determined by GEOID03.
 SQ0420
 SQ0420.The dynamic height is computed by dividing the NAVD 88
 SQ0420.geopotential number by the normal gravity value computed on the
 SQ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0420.degrees latitude (g = 980.6199 gals.).
 SQ0420
 SQ0420.The modeled gravity was interpolated from observed gravity values.
 SQ0420
 SQ0420;                    North         East    Units  Estimated Accuracy
 SQ0420;SPC MT       -   405,110.      736,570.      MT  (+/- 180 meters Scaled)
 SQ0420
 SQ0420                          SUPERSEDED SURVEY CONTROL
 SQ0420
 SQ0420  NGVD 29 (??/??/92)  729.727  (m)         2394.11   (f) ADJ UNCH    2 0
 SQ0420
 SQ0420.Superseded values are not recommended for survey control.
 SQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0420.See file dsdata.txt to determine how the superseded data were derived.
 SQ0420
 SQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP001065(NAD 83)
 SQ0420_MARKER: DB = BENCH MARK DISK
 SQ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0420_STAMPING: G 256 1935
 SQ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0420+STABILITY: SURFACE MOTION
 SQ0420
 SQ0420  HISTORY     - Date     Condition        Report By
 SQ0420  HISTORY     - 1935     MONUMENTED       CGS
 SQ0420  HISTORY     - 1948     GOOD             NGS
 SQ0420
 SQ0420                          STATION DESCRIPTION
 SQ0420
 SQ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0420'6.71 MI NE FROM SUN PRAIRIE.
 SQ0420'1.7 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SUN PRAIRIE CEMETERY
 SQ0420'AT SUN PRAIRIE, THENCE 0.5 MILE EAST ALONG A TRAIL, THENCE 0.5 MILE
 SQ0420'NORTH ALONG A TRAIL, THENCE 1.2 MILES NORTHEAST ALONG A TRAIL, THENCE
 SQ0420'0.4 MILE EAST ALONG A TRAIL, THENCE 0.5 MILE NORTH ALONG A TRAIL,
 SQ0420'THENCE 1.0 MILE EAST ALONG A TRAIL, THENCE 0.65 MILE NORTH ALONG A
 SQ0420'GRADED DIRT ROAD, 0.5 MILE SOUTH OF BOX ELDER SCHOOL, 0.15 MILE SOUTH
 SQ0420'OF THE D.E. GRIMSLEY RANCH HOUSE, ON THE OUTSIDE OF A CURVE, 211.0
 SQ0420'FEET SOUTHEAST OF AND 10.0 FEET HIGHER THAN THE CENTER LINE OF THE
 SQ0420'ROAD (FROM THE CENTER OF THE CURVE), 1.2 FEET NORTH OF A REFERENCE
 SQ0420'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SQ0420'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0173 ***********************************************************************
 SP0173  DESIGNATION -  G 257
 SP0173  PID         -  SP0173
 SP0173  STATE/COUNTY-  MT/PRAIRIE
 SP0173  USGS QUAD   -  UNION SCHOOL (1983)
 SP0173
 SP0173                         *CURRENT SURVEY CONTROL
 SP0173  ___________________________________________________________________
 SP0173* NAD 83(1986)-  47 09 04.     (N)    105 19 28.     (W)     SCALED    
 SP0173* NAVD 88     -       920.879  (meters)    3021.25   (feet)  ADJUSTED  
 SP0173  ___________________________________________________________________
 SP0173  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 SP0173  DYNAMIC HT  -         920.849 (meters)    3021.15  (feet)  COMP
 SP0173  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 SP0173
 SP0173  VERT ORDER  -  SECOND    CLASS 0
 SP0173
 SP0173.The horizontal coordinates were scaled from a topographic map and have
 SP0173.an estimated accuracy of +/- 6 seconds.
 SP0173
 SP0173.The orthometric height was determined by differential leveling
 SP0173.and adjusted by the National Geodetic Survey in June 1991..
 SP0173
 SP0173.The geoid height was determined by GEOID03.
 SP0173
 SP0173.The dynamic height is computed by dividing the NAVD 88
 SP0173.geopotential number by the normal gravity value computed on the
 SP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0173.degrees latitude (g = 980.6199 gals.).
 SP0173
 SP0173.The modeled gravity was interpolated from observed gravity values.
 SP0173
 SP0173;                    North         East    Units  Estimated Accuracy
 SP0173;SPC MT       -   330,800.      916,340.      MT  (+/- 180 meters Scaled)
 SP0173
 SP0173                          SUPERSEDED SURVEY CONTROL
 SP0173
 SP0173  NGVD 29 (??/??/92)  920.255  (m)         3019.20   (f) ADJ UNCH    2 0
 SP0173
 SP0173.Superseded values are not recommended for survey control.
 SP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0173.See file dsdata.txt to determine how the superseded data were derived.
 SP0173
 SP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN754220(NAD 83)
 SP0173_MARKER: DB = BENCH MARK DISK
 SP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0173_STAMPING: G-257 1935
 SP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0173+STABILITY: SURFACE MOTION
 SP0173
 SP0173  HISTORY     - Date     Condition        Report By
 SP0173  HISTORY     - 1935     MONUMENTED       CGS
 SP0173  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0173
 SP0173                          STATION DESCRIPTION
 SP0173
 SP0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0173'3.8 MI SW FROM UNION.
 SP0173'ALONG ROADS.  0.6 MILES SOUTH OF UNION, THENCE 1.1 MILES WEST, THENCE
 SP0173'2.1 MILES SOUTH.  AT SECTION LINE.  38 FEET EAST OF CENTERLINE OF THE
 SP0173'ROAD.  2 FEET NORTH OF LINE FENCE EAST.  1.5 FEET ABOVE THE ROAD
 SP0173'LEVEL.
 SP0173
 SP0173                          STATION RECOVERY (1977)
 SP0173
 SP0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0358 ***********************************************************************
 RT0358  DESIGNATION -  G 258
 RT0358  PID         -  RT0358
 RT0358  STATE/COUNTY-  MT/PRAIRIE
 RT0358  USGS QUAD   -  LITTLE SHEEP MOUNTAIN (1965)
 RT0358
 RT0358                         *CURRENT SURVEY CONTROL
 RT0358  ___________________________________________________________________
 RT0358* NAD 83(1986)-  46 54 15.     (N)    105 50 15.     (W)     SCALED    
 RT0358* NAVD 88     -       958.450  (meters)    3144.51   (feet)  ADJUSTED  
 RT0358  ___________________________________________________________________
 RT0358  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RT0358  DYNAMIC HT  -         958.387 (meters)    3144.31  (feet)  COMP
 RT0358  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 RT0358
 RT0358  VERT ORDER  -  SECOND    CLASS 0
 RT0358
 RT0358.The horizontal coordinates were scaled from a topographic map and have
 RT0358.an estimated accuracy of +/- 6 seconds.
 RT0358
 RT0358.The orthometric height was determined by differential leveling
 RT0358.and adjusted by the National Geodetic Survey in June 1991..
 RT0358
 RT0358.The geoid height was determined by GEOID03.
 RT0358
 RT0358.The dynamic height is computed by dividing the NAVD 88
 RT0358.geopotential number by the normal gravity value computed on the
 RT0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0358.degrees latitude (g = 980.6199 gals.).
 RT0358
 RT0358.The modeled gravity was interpolated from observed gravity values.
 RT0358
 RT0358;                    North         East    Units  Estimated Accuracy
 RT0358;SPC MT       -   301,450.      878,780.      MT  (+/- 180 meters Scaled)
 RT0358
 RT0358                          SUPERSEDED SURVEY CONTROL
 RT0358
 RT0358  NGVD 29 (??/??/92)  957.795  (m)         3142.37   (f) ADJ UNCH    2 0
 RT0358
 RT0358.Superseded values are not recommended for survey control.
 RT0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0358.See file dsdata.txt to determine how the superseded data were derived.
 RT0358
 RT0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM362948(NAD 83)
 RT0358_MARKER: DB = BENCH MARK DISK
 RT0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0358_STAMPING: G 258 1935
 RT0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0358+STABILITY: SURFACE MOTION
 RT0358
 RT0358  HISTORY     - Date     Condition        Report By
 RT0358  HISTORY     - 1935     MONUMENTED       CGS
 RT0358
 RT0358                          STATION DESCRIPTION
 RT0358
 RT0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0358'12.8 MI E FROM CROW ROCK.
 RT0358'12.8 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT CROW ROCK,
 RT0358'0.8 MILE EAST OF A SMALL ONE-STORY RANCH HOUSE, ON THE WEST SLOPE OF A
 RT0358'LONG GRADE, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH
 RT0358'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET HIGHER THAN THE ROAD. A
 RT0358'STANDARD DISK, STAMPED G 258 1935 AND SET IN THE TOP OF A CONCRETE
 RT0358'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0047 ***********************************************************************
 RT0047  DESIGNATION -  G 259
 RT0047  PID         -  RT0047
 RT0047  STATE/COUNTY-  MT/FALLON
 RT0047  USGS QUAD   -  ROCKING CHAIR BUTTE (1981)
 RT0047
 RT0047                         *CURRENT SURVEY CONTROL
 RT0047  ___________________________________________________________________
 RT0047* NAD 83(1986)-  46 39 22.     (N)    104 26 59.     (W)     SCALED    
 RT0047* NAVD 88     -       808.736  (meters)    2653.33   (feet)  ADJUSTED  
 RT0047  ___________________________________________________________________
 RT0047  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RT0047  DYNAMIC HT  -         808.699 (meters)    2653.21  (feet)  COMP
 RT0047  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 RT0047
 RT0047  VERT ORDER  -  SECOND    CLASS 0
 RT0047
 RT0047.The horizontal coordinates were scaled from a topographic map and have
 RT0047.an estimated accuracy of +/- 6 seconds.
 RT0047
 RT0047.The orthometric height was determined by differential leveling
 RT0047.and adjusted by the National Geodetic Survey in June 1991..
 RT0047
 RT0047.The geoid height was determined by GEOID03.
 RT0047
 RT0047.The dynamic height is computed by dividing the NAVD 88
 RT0047.geopotential number by the normal gravity value computed on the
 RT0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0047.degrees latitude (g = 980.6199 gals.).
 RT0047
 RT0047.The modeled gravity was interpolated from observed gravity values.
 RT0047
 RT0047;                    North         East    Units  Estimated Accuracy
 RT0047;SPC MT       -   279,820.      986,070.      MT  (+/- 180 meters Scaled)
 RT0047
 RT0047                          SUPERSEDED SURVEY CONTROL
 RT0047
 RT0047  NGVD 29 (??/??/92)  808.155  (m)         2651.42   (f) ADJ UNCH    2 0
 RT0047
 RT0047.Superseded values are not recommended for survey control.
 RT0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0047.See file dsdata.txt to determine how the superseded data were derived.
 RT0047
 RT0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM421670(NAD 83)
 RT0047_MARKER: DB = BENCH MARK DISK
 RT0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0047_STAMPING: G 259 1935
 RT0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0047+STABILITY: SURFACE MOTION
 RT0047
 RT0047  HISTORY     - Date     Condition        Report By
 RT0047  HISTORY     - 1935     MONUMENTED       CGS
 RT0047  HISTORY     - 1976     GOOD             USGS
 RT0047
 RT0047                          STATION DESCRIPTION
 RT0047
 RT0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0047'25.9 MI SW FROM CARLYLE.
 RT0047'IN FALLON COUNTY, 7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE,
 RT0047'WIBAUX COUNTY, 2 MILES NORTH, 3 MILES WEST, 3 MILES SOUTH, 1 MILE
 RT0047'WEST, 4 MILES SOUTHWEST, 2 MILES NORTH, AND 3-1/2 MILES WEST ALONG
 RT0047'ROADS.  215 FEET EAST OF A CREEK, OPPOSITE A GROUP OF FOUR COTTONWOOD
 RT0047'TREES, 38 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 2-1/2
 RT0047'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED G 259 1935 AND
 RT0047'SET IN THE TOP OF A CONCRETE POST.
 RT0047
 RT0047                          STATION RECOVERY (1976)
 RT0047
 RT0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0047'FROM GAS COMPRESSOR STATION AT CABIN CREEK, GO 0.5 MI SW, THENCE 4.0
 RT0047'MI NW ON MAIN OIL FIELD ROAD TO OIL FIELD ROAD RIGHT, THENCE 0.9 MI E
 RT0047'TO X-ING OF N FK OF CABIN CREEK, ABOUT 300 FT E, 25 FT N, AND 1 FT
 RT0047'LOWER THAN RD AT DRAIN XING. A STD DISK, STAMPED G 259 1934, IN A
 RT0047'CONC POST PROJECTING 0.35 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0225 ***********************************************************************
 TL0225  DESIGNATION -  G 26
 TL0225  PID         -  TL0225
 TL0225  STATE/COUNTY-  MT/LIBERTY
 TL0225  USGS QUAD   -  NORTH LOTHAIR SCHOOL (1962)
 TL0225
 TL0225                         *CURRENT SURVEY CONTROL
 TL0225  ___________________________________________________________________
 TL0225* NAD 83(1986)-  48 30 08.     (N)    111 09 36.     (W)     SCALED    
 TL0225* NAVD 88     -      1001.481  (meters)    3285.69   (feet)  POSTED    
 TL0225  ___________________________________________________________________
 TL0225  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 TL0225  DYNAMIC HT  -        1001.560 (meters)    3285.95  (feet)  COMP
 TL0225  MODELED GRAV-     980,657.7   (mgal)                       NAVD 88
 TL0225
 TL0225  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0225
 TL0225.The horizontal coordinates were scaled from a topographic map and have
 TL0225.an estimated accuracy of +/- 6 seconds.
 TL0225
 TL0225.The orthometric height was determined by differential leveling
 TL0225.and adjusted by the National Geodetic Survey in 1992..
 TL0225.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0225.rate of 0.0 thru 1.0 mm/km.
 TL0225
 TL0225.The geoid height was determined by GEOID03.
 TL0225
 TL0225.The dynamic height is computed by dividing the NAVD 88
 TL0225.geopotential number by the normal gravity value computed on the
 TL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0225.degrees latitude (g = 980.6199 gals.).
 TL0225
 TL0225.The modeled gravity was interpolated from observed gravity values.
 TL0225
 TL0225;                    North         East    Units  Estimated Accuracy
 TL0225;SPC MT       -   473,820.      477,370.      MT  (+/- 180 meters Scaled)
 TL0225
 TL0225                          SUPERSEDED SURVEY CONTROL
 TL0225
 TL0225  NGVD 29 (??/??/92) 1000.589  (m)         3282.77   (f) ADJ UNCH    1 2
 TL0225
 TL0225.Superseded values are not recommended for survey control.
 TL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0225.See file dsdata.txt to determine how the superseded data were derived.
 TL0225
 TL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU881721(NAD 83)
 TL0225_MARKER: Z = SEE DESCRIPTION
 TL0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0225_SP_SET: CULVERT
 TL0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0225
 TL0225  HISTORY     - Date     Condition        Report By
 TL0225  HISTORY     - UNK      MONUMENTED       CGS
 TL0225  HISTORY     - 1934     GOOD             NGS
 TL0225
 TL0225                          STATION DESCRIPTION
 TL0225
 TL0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0225'3.5 MI W FROM TIBER.
 TL0225'3.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM TIBER, LIBERTY
 TL0225'COUNTY, AND ON THE NORTHEAST CORNER OF A CULVERT.  THE BOTTOM OF A
 TL0225'SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0042 ***********************************************************************
 RU0042  DESIGNATION -  G 260
 RU0042  PID         -  RU0042
 RU0042  STATE/COUNTY-  MT/ROSEBUD
 RU0042  USGS QUAD   -  VAN BURTON CREEK (1969)
 RU0042
 RU0042                         *CURRENT SURVEY CONTROL
 RU0042  ___________________________________________________________________
 RU0042* NAD 83(1986)-  46 43 47.     (N)    106 23 37.     (W)     SCALED    
 RU0042* NAVD 88     -       931.915  (meters)    3057.46   (feet)  ADJUSTED  
 RU0042  ___________________________________________________________________
 RU0042  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 RU0042  DYNAMIC HT  -         931.845 (meters)    3057.23  (feet)  COMP
 RU0042  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 RU0042
 RU0042  VERT ORDER  -  SECOND    CLASS 0
 RU0042
 RU0042.The horizontal coordinates were scaled from a topographic map and have
 RU0042.an estimated accuracy of +/- 6 seconds.
 RU0042
 RU0042.The orthometric height was determined by differential leveling
 RU0042.and adjusted by the National Geodetic Survey in June 1991..
 RU0042
 RU0042.The geoid height was determined by GEOID03.
 RU0042
 RU0042.The dynamic height is computed by dividing the NAVD 88
 RU0042.geopotential number by the normal gravity value computed on the
 RU0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0042.degrees latitude (g = 980.6199 gals.).
 RU0042
 RU0042.The modeled gravity was interpolated from observed gravity values.
 RU0042
 RU0042;                    North         East    Units  Estimated Accuracy
 RU0042;SPC MT       -   280,250.      837,250.      MT  (+/- 180 meters Scaled)
 RU0042
 RU0042                          SUPERSEDED SURVEY CONTROL
 RU0042
 RU0042.No superseded survey control is available for this station.
 RU0042
 RU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM935760(NAD 83)
 RU0042_MARKER: DB = BENCH MARK DISK
 RU0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0042_STAMPING: G 260 1935
 RU0042_MARK LOGO: CGS   
 RU0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0042+STABILITY: SURFACE MOTION
 RU0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0042+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1995
 RU0042
 RU0042  HISTORY     - Date     Condition        Report By
 RU0042  HISTORY     - 1935     MONUMENTED       CGS
 RU0042  HISTORY     - 1937     GOOD             NGS
 RU0042  HISTORY     - 19950505 GOOD             MTDOT
 RU0042
 RU0042                          STATION DESCRIPTION
 RU0042
 RU0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0042'9.2 MI W FROM ANGELA.
 RU0042'9.2 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT ANGELA,
 RU0042'ROSEBUD COUNTY, AT A SECTION LINE, AT THE INTERSECTION OF A TRAIL, 48
 RU0042'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 36 FEET EAST OF THE
 RU0042'CENTERLINE OF THE TRAIL, 18 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND
 RU0042'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED G 260 1935 AND SET IN
 RU0042'THE TOP OF A CONCRETE POST.
 RU0042
 RU0042                          STATION RECOVERY (1995)
 RU0042
 RU0042'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RU0042'THE STATION IS LOCATED ABOUT 9.15 MI (14.73 KM) WEST OF ANGELA ALONG
 RU0042'THE ANGELA-FORSYTH ROAD.  TO REACH FROM THE ANGELA POST OFFICE, GO
 RU0042'WEST ON A GRAVEL ROAD FOR 8.15 MI (13.12 KM) TO A CATTLE GUARD.
 RU0042'CONTINUE WEST FOR 1.0 MI (1.6 KM) TO THE MARK ON THE LEFT.  THE
 RU0042'STATION IS 41.0 FT (12.5 M) SOUTH OF THE CENTER OF THE ROAD, 3.0 FT
 RU0042'(0.9 M) NORTH OF A WITNESS POST AND ON THE EDGE OF A FARM FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0163 ***********************************************************************
 SQ0163  DESIGNATION -  G 261
 SQ0163  PID         -  SQ0163
 SQ0163  STATE/COUNTY-  MT/GARFIELD
 SQ0163  USGS QUAD   -  DICE DAM (1965)
 SQ0163
 SQ0163                         *CURRENT SURVEY CONTROL
 SQ0163  ___________________________________________________________________
 SQ0163* NAD 83(1986)-  47 00 52.     (N)    106 51 40.     (W)     SCALED    
 SQ0163* NAVD 88     -       927.379  (meters)    3042.58   (feet)  ADJUSTED  
 SQ0163  ___________________________________________________________________
 SQ0163  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 SQ0163  DYNAMIC HT  -         927.338 (meters)    3042.44  (feet)  COMP
 SQ0163  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 SQ0163
 SQ0163  VERT ORDER  -  SECOND    CLASS 0
 SQ0163
 SQ0163.The horizontal coordinates were scaled from a topographic map and have
 SQ0163.an estimated accuracy of +/- 6 seconds.
 SQ0163
 SQ0163.The orthometric height was determined by differential leveling
 SQ0163.and adjusted by the National Geodetic Survey in June 1991..
 SQ0163
 SQ0163.The geoid height was determined by GEOID03.
 SQ0163
 SQ0163.The dynamic height is computed by dividing the NAVD 88
 SQ0163.geopotential number by the normal gravity value computed on the
 SQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0163.degrees latitude (g = 980.6199 gals.).
 SQ0163
 SQ0163.The modeled gravity was interpolated from observed gravity values.
 SQ0163
 SQ0163;                    North         East    Units  Estimated Accuracy
 SQ0163;SPC MT       -   310,560.      800,490.      MT  (+/- 180 meters Scaled)
 SQ0163
 SQ0163                          SUPERSEDED SURVEY CONTROL
 SQ0163
 SQ0163  NGVD 29 (??/??/92)  926.706  (m)         3040.37   (f) ADJ UNCH    2 0
 SQ0163
 SQ0163.Superseded values are not recommended for survey control.
 SQ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0163.See file dsdata.txt to determine how the superseded data were derived.
 SQ0163
 SQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN585084(NAD 83)
 SQ0163_MARKER: DB = BENCH MARK DISK
 SQ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0163_STAMPING: G 261 1935
 SQ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0163+STABILITY: SURFACE MOTION
 SQ0163
 SQ0163  HISTORY     - Date     Condition        Report By
 SQ0163  HISTORY     - 1935     MONUMENTED       CGS
 SQ0163  HISTORY     - 1965     GOOD             USGS
 SQ0163
 SQ0163                          STATION DESCRIPTION
 SQ0163
 SQ0163'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0163'14.4 MI SW FROM COHAGEN.
 SQ0163'COHAGEN, 14.4 MILES SW OF ALONG COUNTY ROAD, APPROX. 1600 FT NE ALONG
 SQ0163'RANCH ROAD FROM ROAD FORK OF COUNTY ROAD AND RANCH ROAD.  APPROX 0.25
 SQ0163'MILE NE OF SMALL CREEK, 48 FT NW OF RANCH ROAD, SET IN CONCRETE POST,
 SQ0163'A STD. DISC STAMPED G-261 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0243 ***********************************************************************
 RU0243  DESIGNATION -  G 262
 RU0243  PID         -  RU0243
 RU0243  STATE/COUNTY-  MT/ROSEBUD
 RU0243  USGS QUAD   -  HOLE-IN-THE-ROCK (1980)
 RU0243
 RU0243                         *CURRENT SURVEY CONTROL
 RU0243  ___________________________________________________________________
 RU0243* NAD 83(1986)-  46 47 53.     (N)    107 07 51.     (W)     SCALED    
 RU0243* NAVD 88     -       942.753  (meters)    3093.02   (feet)  ADJUSTED  
 RU0243  ___________________________________________________________________
 RU0243  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 RU0243  DYNAMIC HT  -         942.685 (meters)    3092.79  (feet)  COMP
 RU0243  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 RU0243
 RU0243  VERT ORDER  -  SECOND    CLASS 0
 RU0243
 RU0243.The horizontal coordinates were scaled from a topographic map and have
 RU0243.an estimated accuracy of +/- 6 seconds.
 RU0243
 RU0243.The orthometric height was determined by differential leveling
 RU0243.and adjusted by the National Geodetic Survey in June 1991..
 RU0243
 RU0243.The geoid height was determined by GEOID03.
 RU0243
 RU0243.The dynamic height is computed by dividing the NAVD 88
 RU0243.geopotential number by the normal gravity value computed on the
 RU0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0243.degrees latitude (g = 980.6199 gals.).
 RU0243
 RU0243.The modeled gravity was interpolated from observed gravity values.
 RU0243
 RU0243;                    North         East    Units  Estimated Accuracy
 RU0243;SPC MT       -   285,880.      780,730.      MT  (+/- 180 meters Scaled)
 RU0243
 RU0243                          SUPERSEDED SURVEY CONTROL
 RU0243
 RU0243  NGVD 29 (??/??/92)  942.064  (m)         3090.76   (f) ADJ UNCH    2 0
 RU0243
 RU0243.Superseded values are not recommended for survey control.
 RU0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0243.See file dsdata.txt to determine how the superseded data were derived.
 RU0243
 RU0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM373849(NAD 83)
 RU0243_MARKER: DB = BENCH MARK DISK
 RU0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0243_STAMPING: G 262 1935
 RU0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0243+STABILITY: SURFACE MOTION
 RU0243
 RU0243  HISTORY     - Date     Condition        Report By
 RU0243  HISTORY     - 1935     MONUMENTED       CGS
 RU0243  HISTORY     - 1937     GOOD             NGS
 RU0243
 RU0243                          STATION DESCRIPTION
 RU0243
 RU0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0243'24.9 MI NE FROM INGOMAR.
 RU0243'24.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0243'0.3 MILE SOUTHEAST OF LOW HILLS, 0.2 MILE NORTHEAST OF A ROCKY MOUND,
 RU0243'ON A LONG GRADE, AND 60 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 RU0243'A STANDARD DISK, STAMPED G 262 1935 AND SET IN THE TOP OF A CONCRETE
 RU0243'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0095 ***********************************************************************
 SQ0095  DESIGNATION -  G 263
 SQ0095  PID         -  SQ0095
 SQ0095  STATE/COUNTY-  MT/GARFIELD
 SQ0095  USGS QUAD   -  WHITESIDE RANCH (1965)
 SQ0095
 SQ0095                         *CURRENT SURVEY CONTROL
 SQ0095  ___________________________________________________________________
 SQ0095* NAD 83(1986)-  47 14 31.     (N)    106 17 52.     (W)     SCALED    
 SQ0095* NAVD 88     -       765.471  (meters)    2511.38   (feet)  ADJUSTED  
 SQ0095  ___________________________________________________________________
 SQ0095  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SQ0095  DYNAMIC HT  -         765.473 (meters)    2511.39  (feet)  COMP
 SQ0095  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 SQ0095
 SQ0095  VERT ORDER  -  SECOND    CLASS 0
 SQ0095
 SQ0095.The horizontal coordinates were scaled from a topographic map and have
 SQ0095.an estimated accuracy of +/- 6 seconds.
 SQ0095
 SQ0095.The orthometric height was determined by differential leveling
 SQ0095.and adjusted by the National Geodetic Survey in June 1991..
 SQ0095
 SQ0095.The geoid height was determined by GEOID03.
 SQ0095
 SQ0095.The dynamic height is computed by dividing the NAVD 88
 SQ0095.geopotential number by the normal gravity value computed on the
 SQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0095.degrees latitude (g = 980.6199 gals.).
 SQ0095
 SQ0095.The modeled gravity was interpolated from observed gravity values.
 SQ0095
 SQ0095;                    North         East    Units  Estimated Accuracy
 SQ0095;SPC MT       -   337,410.      842,230.      MT  (+/- 180 meters Scaled)
 SQ0095
 SQ0095                          SUPERSEDED SURVEY CONTROL
 SQ0095
 SQ0095  NGVD 29 (??/??/92)  764.839  (m)         2509.31   (f) ADJ UNCH    2 0
 SQ0095
 SQ0095.Superseded values are not recommended for survey control.
 SQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0095.See file dsdata.txt to determine how the superseded data were derived.
 SQ0095
 SQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN017328(NAD 83)
 SQ0095_MARKER: DB = BENCH MARK DISK
 SQ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0095_STAMPING: G 263 1935
 SQ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0095+STABILITY: SURFACE MOTION
 SQ0095
 SQ0095  HISTORY     - Date     Condition        Report By
 SQ0095  HISTORY     - 1935     MONUMENTED       CGS
 SQ0095  HISTORY     - 1965     GOOD             USGS
 SQ0095
 SQ0095                          STATION DESCRIPTION
 SQ0095
 SQ0095'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0095'34.6 MI SE FROM JORDAN.
 SQ0095'ABOUT 26.8 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 SQ0095'JORDAN, THENCE 7.8 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 258, 0.5
 SQ0095'MILE SOUTHWEST OF THE WHITESIDE RANCH HOUSE, ON THE CREST OF A HILL,
 SQ0095'IN SECTION 7, T. 17 N., R.43 E. 360 FEET NORTH OF THE JUNCTION WITH
 SQ0095'THE ROAD TO THE RANCH, 53 FEET EAST OF THE CENTERLINE OF THE ROAD, 12
 SQ0095'FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, ABOUT 1
 SQ0095'FOOT LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 SQ0095'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0164 ***********************************************************************
 TH0164  DESIGNATION -  G 269
 TH0164  PID         -  TH0164
 TH0164  STATE/COUNTY-  MT/SHERIDAN
 TH0164  USGS QUAD   -  RAYMOND (1983)
 TH0164
 TH0164                         *CURRENT SURVEY CONTROL
 TH0164  ___________________________________________________________________
 TH0164* NAD 83(1986)-  48 59 57.     (N)    104 34 01.     (W)     SCALED    
 TH0164* NAVD 88     -       730.684  (meters)    2397.25   (feet)  ADJUSTED  
 TH0164  ___________________________________________________________________
 TH0164  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TH0164  DYNAMIC HT  -         730.813 (meters)    2397.68  (feet)  COMP
 TH0164  MODELED GRAV-     980,762.1   (mgal)                       NAVD 88
 TH0164
 TH0164  VERT ORDER  -  FIRST     CLASS II
 TH0164
 TH0164.The horizontal coordinates were scaled from a topographic map and have
 TH0164.an estimated accuracy of +/- 6 seconds.
 TH0164
 TH0164.The orthometric height was determined by differential leveling
 TH0164.and adjusted by the National Geodetic Survey in June 1991..
 TH0164
 TH0164.The geoid height was determined by GEOID03.
 TH0164
 TH0164.The dynamic height is computed by dividing the NAVD 88
 TH0164.geopotential number by the normal gravity value computed on the
 TH0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0164.degrees latitude (g = 980.6199 gals.).
 TH0164
 TH0164.The modeled gravity was interpolated from observed gravity values.
 TH0164
 TH0164;                    North         East    Units  Estimated Accuracy
 TH0164;SPC MT       -   539,140.      960,730.      MT  (+/- 180 meters Scaled)
 TH0164
 TH0164                          SUPERSEDED SURVEY CONTROL
 TH0164
 TH0164  NGVD 29 (??/??/92)  730.128  (m)         2395.43   (f) ADJ UNCH    1 2
 TH0164
 TH0164.Superseded values are not recommended for survey control.
 TH0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0164.See file dsdata.txt to determine how the superseded data were derived.
 TH0164
 TH0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ316274(NAD 83)
 TH0164_MARKER: DB = BENCH MARK DISK
 TH0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TH0164_SP_SET: CONCRETE BASE
 TH0164_STAMPING: G 269 1935 2401
 TH0164_MARK LOGO: CGS   
 TH0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0164
 TH0164  HISTORY     - Date     Condition        Report By
 TH0164  HISTORY     - 1935     MONUMENTED       CGS
 TH0164  HISTORY     - 1981     GOOD             NGS
 TH0164
 TH0164                          STATION DESCRIPTION
 TH0164
 TH0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0164'8.5 MI N FROM RAYMOND.
 TH0164'8.5 MILES NORTH ALONG THE REGWAY ROAD FROM THE MINNEAPOLIS, ST. PAUL
 TH0164'AND SAULT STE. MARIE RAILROAD STATION AT RAYMOND, SHERIDAN COUNTY, 0.4
 TH0164'MILE EAST ALONG THE INTERNATIONAL BOUNDARY LINE.  AT BOUNDARY MARK
 TH0164'565, AND IN THE SOUTH SIDE OF THE CONCRETE BASE.  A STANDARD DISK,
 TH0164'STAMPED G 269 1935 2401.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 TH0164'STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
 TH0164
 TH0164                          STATION RECOVERY (1981)
 TH0164
 TH0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0164'0.5 KM (0.3 MI) EASTERLY ALONG THE U.S.-CANADIAN BORDER FROM ITS
 TH0164'JUNCTION WITH STATE HIGHWAY 16, IN TOP OF THE SOUTH CONCRETE
 TH0164'FOUNDATION OF BOUNDARY MONUMENT NUMBER 565.
 TH0164'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0352 ***********************************************************************
 RU0352  DESIGNATION -  G 27
 RU0352  PID         -  RU0352
 RU0352  STATE/COUNTY-  MT/YELLOWSTONE
 RU0352  USGS QUAD   -  WACO (1980)
 RU0352
 RU0352                         *CURRENT SURVEY CONTROL
 RU0352  ___________________________________________________________________
 RU0352* NAD 83(1986)-  46 04 23.     (N)    107 42 15.     (W)     SCALED    
 RU0352* NAVD 88     -       850.422  (meters)    2790.09   (feet)  POSTED    
 RU0352  ___________________________________________________________________
 RU0352  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 RU0352  DYNAMIC HT  -         850.290 (meters)    2789.66  (feet)  COMP
 RU0352  MODELED GRAV-     980,434.6   (mgal)                       NAVD 88
 RU0352
 RU0352  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RU0352
 RU0352.The horizontal coordinates were scaled from a topographic map and have
 RU0352.an estimated accuracy of +/- 6 seconds.
 RU0352
 RU0352.The orthometric height was determined by differential leveling
 RU0352.and adjusted by the National Geodetic Survey in 1992..
 RU0352.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RU0352.rate of 1.1 thru 2.0 mm/km.
 RU0352
 RU0352.The geoid height was determined by GEOID03.
 RU0352
 RU0352.The dynamic height is computed by dividing the NAVD 88
 RU0352.geopotential number by the normal gravity value computed on the
 RU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0352.degrees latitude (g = 980.6199 gals.).
 RU0352
 RU0352.The modeled gravity was interpolated from observed gravity values.
 RU0352
 RU0352;                    North         East    Units  Estimated Accuracy
 RU0352;SPC MT       -   204,190.      738,850.      MT  (+/- 180 meters Scaled)
 RU0352
 RU0352                          SUPERSEDED SURVEY CONTROL
 RU0352
 RU0352  NGVD 29 (??/??/92)  850.069  (m)         2788.93   (f) ADJ UNCH    1 2
 RU0352
 RU0352.Superseded values are not recommended for survey control.
 RU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0352.See file dsdata.txt to determine how the superseded data were derived.
 RU0352
 RU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM908057(NAD 83)
 RU0352_MARKER: DB = BENCH MARK DISK
 RU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0352_STAMPING: G 27
 RU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0352+STABILITY: SURFACE MOTION
 RU0352
 RU0352  HISTORY     - Date     Condition        Report By
 RU0352  HISTORY     - UNK      MONUMENTED       CGS
 RU0352  HISTORY     - 1960     MARK NOT FOUND   NGS
 RU0352
 RU0352                          STATION DESCRIPTION
 RU0352
 RU0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0352'IN WACO.
 RU0352'AT WACO, YELLOWSTONE COUNTY, 80 FEET EAST OF THE NORTHERN PACIFIC
 RU0352'RAILWAY SECTION HOUSE, AND 130 FEET NORTH OF THE TRACK.  A STANDARD
 RU0352'DISK, STAMPED G 27 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0359 ***********************************************************************
 TH0359  DESIGNATION -  G 272
 TH0359  PID         -  TH0359
 TH0359  STATE/COUNTY-  MT/DANIELS
 TH0359  USGS QUAD   -  CARBERT (1973)
 TH0359
 TH0359                         *CURRENT SURVEY CONTROL
 TH0359  ___________________________________________________________________
 TH0359* NAD 83(1986)-  48 53 47.     (N)    105 49 28.     (W)     SCALED    
 TH0359* NAVD 88     -       806.763  (meters)    2646.85   (feet)  ADJUSTED  
 TH0359  ___________________________________________________________________
 TH0359  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TH0359  DYNAMIC HT  -         806.891 (meters)    2647.27  (feet)  COMP
 TH0359  MODELED GRAV-     980,740.9   (mgal)                       NAVD 88
 TH0359
 TH0359  VERT ORDER  -  SECOND    CLASS 0
 TH0359
 TH0359.The horizontal coordinates were scaled from a topographic map and have
 TH0359.an estimated accuracy of +/- 6 seconds.
 TH0359
 TH0359.The orthometric height was determined by differential leveling
 TH0359.and adjusted by the National Geodetic Survey in June 1991..
 TH0359
 TH0359.The geoid height was determined by GEOID03.
 TH0359
 TH0359.The dynamic height is computed by dividing the NAVD 88
 TH0359.geopotential number by the normal gravity value computed on the
 TH0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0359.degrees latitude (g = 980.6199 gals.).
 TH0359
 TH0359.The modeled gravity was interpolated from observed gravity values.
 TH0359
 TH0359;                    North         East    Units  Estimated Accuracy
 TH0359;SPC MT       -   522,670.      869,390.      MT  (+/- 180 meters Scaled)
 TH0359
 TH0359                          SUPERSEDED SURVEY CONTROL
 TH0359
 TH0359  NGVD 29 (??/??/92)  806.130  (m)         2644.78   (f) ADJ UNCH    2 0
 TH0359
 TH0359.Superseded values are not recommended for survey control.
 TH0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0359.See file dsdata.txt to determine how the superseded data were derived.
 TH0359
 TH0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ395162(NAD 83)
 TH0359_MARKER: DB = BENCH MARK DISK
 TH0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0359+STABILITY: SURFACE MOTION
 TH0359
 TH0359  HISTORY     - Date     Condition        Report By
 TH0359  HISTORY     - UNK      MONUMENTED       CGS
 TH0359  HISTORY     - 1973     GOOD             USGS
 TH0359
 TH0359                          STATION DESCRIPTION
 TH0359
 TH0359'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 TH0359'8.0 MI N FROM PEERLESS.
 TH0359'TO REACH.  GO 0.3 MILES EAST ALONG THE BURLINGTON NORTHERN RAILROAD
 TH0359'FROM THE STATION AT PEERLESS, THENCE 8.0 MILES NORTH ALONG A COUNTY
 TH0359'ROAD.  AT THE SOUTHWEST CORNER OF SECTION 3, T 36 N, R 45 E, 189 FT.
 TH0359'NORTH OF A T-RDE, 28 FT. EAST OF THE CENTER LINE OF THE
 TH0359'NORTH-AND-SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0077 ***********************************************************************
 TK0077  DESIGNATION -  G 273 RESET
 TK0077  PID         -  TK0077
 TK0077  STATE/COUNTY-  MT/BLAINE
 TK0077  USGS QUAD   -  THREEMILE RESERVOIR (1964)
 TK0077
 TK0077                         *CURRENT SURVEY CONTROL
 TK0077  ___________________________________________________________________
 TK0077* NAD 83(1986)-  48 22 57.     (N)    108 42 51.     (W)     SCALED    
 TK0077* NAVD 88     -       805.03   (meters)    2641.2    (feet)  RESET     
 TK0077  ___________________________________________________________________
 TK0077  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TK0077
 TK0077  VERT ORDER  -  THIRD
 TK0077
 TK0077.The horizontal coordinates were scaled from a topographic map and have
 TK0077.an estimated accuracy of +/- 6 seconds.
 TK0077
 TK0077.The orthometric height was computed from unverified reset data.
 TK0077
 TK0077.The geoid height was determined by GEOID03.
 TK0077
 TK0077;                    North         East    Units  Estimated Accuracy
 TK0077;SPC MT       -   459,500.      658,190.      MT  (+/- 180 meters Scaled)
 TK0077
 TK0077                          SUPERSEDED SURVEY CONTROL
 TK0077
 TK0077.No superseded survey control is available for this station.
 TK0077
 TK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU692613(NAD 83)
 TK0077_MARKER: DB = BENCH MARK DISK
 TK0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0077_STAMPING: G 273 1935 RESET 1958
 TK0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0077+STABILITY: SURFACE MOTION
 TK0077
 TK0077  HISTORY     - Date     Condition        Report By
 TK0077  HISTORY     - 1958     MONUMENTED       MTDH
 TK0077
 TK0077                          STATION DESCRIPTION
 TK0077
 TK0077'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1958
 TK0077'12.3 MI SE FROM HARLEM.
 TK0077'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM HARLEM THENCE 7.9 MILES
 TK0077'SOUTH ALONG THE HAYS ROAD.  0.2 MILE SOUTH OF A BRIDGE OVER A WASH, AT
 TK0077'THE CREST OF A RISE, AND 60 FEET NORTHEAST OF THE CENTER LINE OF THE
 TK0077'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0106 ***********************************************************************
 TK0106  DESIGNATION -  G 274
 TK0106  PID         -  TK0106
 TK0106  STATE/COUNTY-  MT/BLAINE
 TK0106  USGS QUAD   -  PUTNAM LAKE (1971)
 TK0106
 TK0106                         *CURRENT SURVEY CONTROL
 TK0106  ___________________________________________________________________
 TK0106* NAD 83(1986)-  48 12 55.     (N)    108 53 16.     (W)     SCALED    
 TK0106* NAVD 88     -       935.317  (meters)    3068.62   (feet)  ADJUSTED  
 TK0106  ___________________________________________________________________
 TK0106  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TK0106  DYNAMIC HT  -         935.367 (meters)    3068.78  (feet)  COMP
 TK0106  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 TK0106
 TK0106  VERT ORDER  -  SECOND    CLASS 0
 TK0106
 TK0106.The horizontal coordinates were scaled from a topographic map and have
 TK0106.an estimated accuracy of +/- 6 seconds.
 TK0106
 TK0106.The orthometric height was determined by differential leveling
 TK0106.and adjusted by the National Geodetic Survey in June 1991..
 TK0106
 TK0106.The geoid height was determined by GEOID03.
 TK0106
 TK0106.The dynamic height is computed by dividing the NAVD 88
 TK0106.geopotential number by the normal gravity value computed on the
 TK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0106.degrees latitude (g = 980.6199 gals.).
 TK0106
 TK0106.The modeled gravity was interpolated from observed gravity values.
 TK0106
 TK0106;                    North         East    Units  Estimated Accuracy
 TK0106;SPC MT       -   440,800.      645,480.      MT  (+/- 180 meters Scaled)
 TK0106
 TK0106                          SUPERSEDED SURVEY CONTROL
 TK0106
 TK0106  NGVD 29 (??/??/92)  934.518  (m)         3066.00   (f) ADJ UNCH    2 0
 TK0106
 TK0106.Superseded values are not recommended for survey control.
 TK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0106.See file dsdata.txt to determine how the superseded data were derived.
 TK0106
 TK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU569423(NAD 83)
 TK0106_MARKER: DB = BENCH MARK DISK
 TK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0106_STAMPING: G 274 1935
 TK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0106+STABILITY: SURFACE MOTION
 TK0106
 TK0106  HISTORY     - Date     Condition        Report By
 TK0106  HISTORY     - 1935     MONUMENTED       CGS
 TK0106  HISTORY     - 1971     MARK NOT FOUND   USGS
 TK0106
 TK0106                          STATION DESCRIPTION
 TK0106
 TK0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0106'26.6 MI SW FROM HARLEM.
 TK0106'26.6 MILES SOUTHWEST OF HARLEM, BLAINE COUNTY.  THIS BENCH MARK MAY BE
 TK0106'REACHED FROM THE STATION AT HARLEM BY GOING 4.4 MILES SOUTHEAST ALONG
 TK0106'U. S. HIGHWAY 2, 2.2 MILES SOUTH ALONG THE HAYS ROAD, AND 20.0 MILES
 TK0106'SOUTHWEST ALONG THE SNAKE BUTTE-PUTNAM LAKE ROAD.  IT IS 3.5 MILES
 TK0106'NORTH OF THE JUNCTION OF THE HAYS-CHINOOK ROAD, AT THE WEST BOUNDARY
 TK0106'OF THE FORT BELKNAP INDIAN RESERVATION, 42 FEET NORTH OF THE CENTER OF
 TK0106'A GATE, 4 FEET NORTHEAST OF A FENCE CORNER, AND 1 FOOT EAST OF THE
 TK0106'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED G 274 1935 AND SET IN
 TK0106'THE TOP OF A CONCRETE POST.
 TK0106
 TK0106                          STATION RECOVERY (1971)
 TK0106
 TK0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TK0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0239 ***********************************************************************
 SR0239  DESIGNATION -  G 275
 SR0239  PID         -  SR0239
 SR0239  STATE/COUNTY-  MT/PHILLIPS
 SR0239  USGS QUAD   -  ZORTMAN (1971)
 SR0239
 SR0239                         *CURRENT SURVEY CONTROL
 SR0239  ___________________________________________________________________
 SR0239* NAD 83(1986)-  47 56 16.     (N)    108 33 31.     (W)     SCALED    
 SR0239* NAVD 88     -      1553.223  (meters)    5095.87   (feet)  ADJUSTED  
 SR0239  ___________________________________________________________________
 SR0239  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 SR0239  DYNAMIC HT  -        1553.100 (meters)    5095.46  (feet)  COMP
 SR0239  MODELED GRAV-     980,476.1   (mgal)                       NAVD 88
 SR0239
 SR0239  VERT ORDER  -  SECOND    CLASS 0
 SR0239
 SR0239.The horizontal coordinates were scaled from a topographic map and have
 SR0239.an estimated accuracy of +/- 6 seconds.
 SR0239
 SR0239.The orthometric height was determined by differential leveling
 SR0239.and adjusted by the National Geodetic Survey in June 1991..
 SR0239
 SR0239.The geoid height was determined by GEOID03.
 SR0239
 SR0239.The dynamic height is computed by dividing the NAVD 88
 SR0239.geopotential number by the normal gravity value computed on the
 SR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0239.degrees latitude (g = 980.6199 gals.).
 SR0239
 SR0239.The modeled gravity was interpolated from observed gravity values.
 SR0239
 SR0239;                    North         East    Units  Estimated Accuracy
 SR0239;SPC MT       -   410,200.      670,300.      MT  (+/- 180 meters Scaled)
 SR0239
 SR0239                          SUPERSEDED SURVEY CONTROL
 SR0239
 SR0239  NGVD 29 (??/??/92) 1552.326  (m)         5092.92   (f) ADJ UNCH    2 0
 SR0239
 SR0239.Superseded values are not recommended for survey control.
 SR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0239.See file dsdata.txt to determine how the superseded data were derived.
 SR0239
 SR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU823122(NAD 83)
 SR0239_MARKER: DB = BENCH MARK DISK
 SR0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0239_STAMPING: G 275 1935
 SR0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0239+STABILITY: SURFACE MOTION
 SR0239
 SR0239  HISTORY     - Date     Condition        Report By
 SR0239  HISTORY     - 1935     MONUMENTED       CGS
 SR0239  HISTORY     - 1937     GOOD             NGS
 SR0239  HISTORY     - 1971     MARK NOT FOUND   USGS
 SR0239
 SR0239                          STATION DESCRIPTION
 SR0239
 SR0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SR0239'2.7 MI NW FROM ZORTMAN.
 SR0239'2.7 MILES NORTHWEST ALONG THE LODGEPOLE ROAD FROM THE POST OFFICE AT
 SR0239'ZORTMAN, PHILLIPS COUNTY, AT THE SUMMIT OF A GAP ABOVE THE RUBY MINING
 SR0239'CAMP, AT THE JUNCTION OF A T-ROAD LEADING SOUTH TO THE MINE, AT THE
 SR0239'CREST OF A RISE, AND 60 FEET SOUTHEAST OF THE JUNCTION.  A STANDARD
 SR0239'DISK, STAMPED G 275 1935 AND SET IN THE TOP OF A CONCRETE POST.
 SR0239
 SR0239                          STATION RECOVERY (1971)
 SR0239
 SR0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SR0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0055 ***********************************************************************
 SR0055  DESIGNATION -  G 277
 SR0055  PID         -  SR0055
 SR0055  STATE/COUNTY-  MT/PHILLIPS
 SR0055  USGS QUAD   -  CHAIN BUTTES (1965)
 SR0055
 SR0055                         *CURRENT SURVEY CONTROL
 SR0055  ___________________________________________________________________
 SR0055* NAD 83(1986)-  47 35 51.     (N)    108 05 57.     (W)     SCALED    
 SR0055* NAVD 88     -       683.601  (meters)    2242.78   (feet)  ADJUSTED  
 SR0055  ___________________________________________________________________
 SR0055  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 SR0055  DYNAMIC HT  -         683.612 (meters)    2242.82  (feet)  COMP
 SR0055  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 SR0055
 SR0055  VERT ORDER  -  SECOND    CLASS 0
 SR0055
 SR0055.The horizontal coordinates were scaled from a topographic map and have
 SR0055.an estimated accuracy of +/- 6 seconds.
 SR0055
 SR0055.The orthometric height was determined by differential leveling
 SR0055.and adjusted by the National Geodetic Survey in June 1991..
 SR0055
 SR0055.The geoid height was determined by GEOID03.
 SR0055
 SR0055.The dynamic height is computed by dividing the NAVD 88
 SR0055.geopotential number by the normal gravity value computed on the
 SR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0055.degrees latitude (g = 980.6199 gals.).
 SR0055
 SR0055.The modeled gravity was interpolated from observed gravity values.
 SR0055
 SR0055;                    North         East    Units  Estimated Accuracy
 SR0055;SPC MT       -   372,910.      705,280.      MT  (+/- 180 meters Scaled)
 SR0055
 SR0055                          SUPERSEDED SURVEY CONTROL
 SR0055
 SR0055  NGVD 29 (??/??/92)  682.857  (m)         2240.34   (f) ADJ UNCH    2 0
 SR0055
 SR0055.Superseded values are not recommended for survey control.
 SR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0055.See file dsdata.txt to determine how the superseded data were derived.
 SR0055
 SR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT180756(NAD 83)
 SR0055_MARKER: DB = BENCH MARK DISK
 SR0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0055_STAMPING: G 277 1935
 SR0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0055+STABILITY: SURFACE MOTION
 SR0055
 SR0055  HISTORY     - Date     Condition        Report By
 SR0055  HISTORY     - 1935     MONUMENTED       CGS
 SR0055
 SR0055                          STATION DESCRIPTION
 SR0055
 SR0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SR0055'34.5 MI NE FROM WILDER.
 SR0055'IN PHILLIPS COUNTY, 12.5 MILES NORTH ALONG THE ZORTMAN ROAD FROM
 SR0055'WILDER, FERGUS COUNTY, 22 MILES EAST ALONG THE LEGG ROAD.  0.3 MILE
 SR0055'SOUTHWEST OF A RANCH HOUSE, AT THE CREST OF A SMALL RISE, 30 FEET
 SR0055'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND ON A
 SR0055'NORTHEAST-AND-SOUTHWEST FENCE LINE.  A STANDARD DISK, STAMPED G 277
 SR0055'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0211 ***********************************************************************
 TK0211  DESIGNATION -  G 278
 TK0211  PID         -  TK0211
 TK0211  STATE/COUNTY-  MT/HILL
 TK0211  USGS QUAD   -  CEMENT HILL (1984)
 TK0211
 TK0211                         *CURRENT SURVEY CONTROL
 TK0211  ___________________________________________________________________
 TK0211* NAD 83(1986)-  48 24 22.     (N)    109 40 44.     (W)     SCALED    
 TK0211* NAVD 88     -      1060.668  (meters)    3479.87   (feet)  ADJUSTED  
 TK0211  ___________________________________________________________________
 TK0211  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TK0211  DYNAMIC HT  -        1060.716 (meters)    3480.03  (feet)  COMP
 TK0211  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 TK0211
 TK0211  VERT ORDER  -  SECOND    CLASS 0
 TK0211
 TK0211.The horizontal coordinates were scaled from a topographic map and have
 TK0211.an estimated accuracy of +/- 6 seconds.
 TK0211
 TK0211.The orthometric height was determined by differential leveling
 TK0211.and adjusted by the National Geodetic Survey in June 1991..
 TK0211
 TK0211.The geoid height was determined by GEOID03.
 TK0211
 TK0211.The dynamic height is computed by dividing the NAVD 88
 TK0211.geopotential number by the normal gravity value computed on the
 TK0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0211.degrees latitude (g = 980.6199 gals.).
 TK0211
 TK0211.The modeled gravity was interpolated from observed gravity values.
 TK0211
 TK0211;                    North         East    Units  Estimated Accuracy
 TK0211;SPC MT       -   461,850.      586,760.      MT  (+/- 180 meters Scaled)
 TK0211
 TK0211                          SUPERSEDED SURVEY CONTROL
 TK0211
 TK0211  NGVD 29 (??/??/92) 1059.891  (m)         3477.33   (f) ADJ UNCH    2 0
 TK0211
 TK0211.Superseded values are not recommended for survey control.
 TK0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0211.See file dsdata.txt to determine how the superseded data were derived.
 TK0211
 TK0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU977622(NAD 83)
 TK0211_MARKER: DB = BENCH MARK DISK
 TK0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0211_STAMPING: G 278 1935
 TK0211_MARK LOGO: CGS   
 TK0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0211+STABILITY: SURFACE MOTION
 TK0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0211+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1996
 TK0211
 TK0211  HISTORY     - Date     Condition        Report By
 TK0211  HISTORY     - 1935     MONUMENTED       CGS
 TK0211  HISTORY     - 19960613 GOOD             MTDOT
 TK0211  HISTORY     - 20010416 POOR             MTDNR
 TK0211  HISTORY     - 20010416 POOR             MTDNR
 TK0211
 TK0211                          STATION DESCRIPTION
 TK0211
 TK0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0211'11.0 MI S FROM HAVRE.
 TK0211'11.0 MILES SOUTH ALONG THE WARRICK ROAD FROM THE GREAT NORTHERN
 TK0211'RAILWAY STATION AT HAVRE, HILL COUNTY, 0.3 MILE SOUTH OF THE JUNCTION
 TK0211'OF A T-ROAD LEADING SOUTHEAST, 60 FEET EAST OF THE CENTERLINE OF THE
 TK0211'ROAD, AT A FENCE LINE, AND AT THE RIM OF A LARGE DRAW.  A STANDARD
 TK0211'DISK, STAMPED G 278 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TK0211
 TK0211                          STATION RECOVERY (1996)
 TK0211
 TK0211'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0211'2.65 MI (4.26 KM) SOUTH ALONG STATE HIGHWAY 234 FROM THE JUNCTION WITH
 TK0211'U.S.  HIGHWAY 2, IN HAVRE, TO A ROAD LEFT, THEN 5.35 MI (8.61 KM)
 TK0211'SOUTH ALONG A GRAVEL ROAD KNOWN AS WARRICK ROAD TO A ROAD LEFT,
 TK0211'CONTINUE SOUTH FOR 0.9 MI (1.4 KM) TO A KNOB OVERLOOKING A LARGE DRAW
 TK0211'AND THE MARK ON THE LEFT AT THE EDGE OF A PLOWED FIELD, 135.0 FT (41.1
 TK0211'M) SOUTHEAST OF A POWER POLE, 60.0 FT (18.3 M) EAST OF THE CENTER OF
 TK0211'THE ROAD AND 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 TK0211
 TK0211                          STATION RECOVERY (2001)
 TK0211
 TK0211'RECOVERY NOTE BY MONTANA DEPT NATURAL RESOUR AN 2001 (ML)
 TK0211'MARK IS NOW WITHIN THE CULTIVATED AREA OF THE FIELD AND THE WITNESS
 TK0211'POST IS BROKEN OFF.
 TK0211
 TK0211                          STATION RECOVERY (2001)
 TK0211
 TK0211'RECOVERY NOTE BY MONTANA DEPT NATURAL RESOUR AN 2001 (ML)
 TK0211'MARK IS NOW WITHIN THE CULTIVATED AREA OF THE FIELD AND THE WITNESS
 TK0211'POST IS BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0234 ***********************************************************************
 TK0234  DESIGNATION -  G 279
 TK0234  PID         -  TK0234
 TK0234  STATE/COUNTY-  MT/HILL
 TK0234  USGS QUAD   -  WARRICK (1984)
 TK0234
 TK0234                         *CURRENT SURVEY CONTROL
 TK0234  ___________________________________________________________________
 TK0234* NAD 83(1986)-  48 07 11.     (N)    109 35 50.     (W)     SCALED    
 TK0234* NAVD 88     -      1345.220  (meters)    4413.44   (feet)  ADJUSTED  
 TK0234  ___________________________________________________________________
 TK0234  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 TK0234  DYNAMIC HT  -        1345.190 (meters)    4413.34  (feet)  COMP
 TK0234  MODELED GRAV-     980,540.9   (mgal)                       NAVD 88
 TK0234
 TK0234  VERT ORDER  -  SECOND    CLASS 0
 TK0234
 TK0234.The horizontal coordinates were scaled from a topographic map and have
 TK0234.an estimated accuracy of +/- 6 seconds.
 TK0234
 TK0234.The orthometric height was determined by differential leveling
 TK0234.and adjusted by the National Geodetic Survey in June 1991..
 TK0234
 TK0234.The geoid height was determined by GEOID03.
 TK0234
 TK0234.The dynamic height is computed by dividing the NAVD 88
 TK0234.geopotential number by the normal gravity value computed on the
 TK0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0234.degrees latitude (g = 980.6199 gals.).
 TK0234
 TK0234.The modeled gravity was interpolated from observed gravity values.
 TK0234
 TK0234;                    North         East    Units  Estimated Accuracy
 TK0234;SPC MT       -   430,010.      592,770.      MT  (+/- 180 meters Scaled)
 TK0234
 TK0234                          SUPERSEDED SURVEY CONTROL
 TK0234
 TK0234  NGVD 29 (??/??/92) 1344.365  (m)         4410.64   (f) ADJ UNCH    2 0
 TK0234
 TK0234.Superseded values are not recommended for survey control.
 TK0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0234.See file dsdata.txt to determine how the superseded data were derived.
 TK0234
 TK0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU043305(NAD 83)
 TK0234_MARKER: DB = BENCH MARK DISK
 TK0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0234_STAMPING: G 279 1935
 TK0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0234+STABILITY: SURFACE MOTION
 TK0234
 TK0234  HISTORY     - Date     Condition        Report By
 TK0234  HISTORY     - 1935     MONUMENTED       CGS
 TK0234  HISTORY     - 1957     POOR             USGS
 TK0234
 TK0234                          STATION DESCRIPTION
 TK0234
 TK0234'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TK0234'4.2 MI N FROM WARRICK.
 TK0234'IN HILL COUNTY, 4.2 MILES NORTH ALONG THE HAVRE ROAD FROM THE JUNCTION
 TK0234'OF THE WARRICK-BIG SANDY ROAD AT WARRICK, CHOUTEAU COUNTY, AT THE
 TK0234'CREST OF A HILL, 100 FEET WEST OF THE JUNCTION OF A T-ROAD LEADING
 TK0234'EAST, AND 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 TK0234'DISK, STAMPED G 279 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 TK0234'MARK MAY HAVE BEEN HIT BY A BULLDOZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0067 ***********************************************************************
 RU0067  DESIGNATION -  G 28
 RU0067  PID         -  RU0067
 RU0067  STATE/COUNTY-  MT/CUSTER
 RU0067  USGS QUAD   -  HATHAWAY (1984)
 RU0067
 RU0067                         *CURRENT SURVEY CONTROL
 RU0067  ___________________________________________________________________
 RU0067* NAD 83(1986)-  46 18 48.     (N)    106 08 00.     (W)     SCALED    
 RU0067* NAVD 88     -       736.669  (meters)    2416.89   (feet)  POSTED    
 RU0067  ___________________________________________________________________
 RU0067  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RU0067  DYNAMIC HT  -         736.600 (meters)    2416.66  (feet)  COMP
 RU0067  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 RU0067
 RU0067  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RU0067
 RU0067.The horizontal coordinates were scaled from a topographic map and have
 RU0067.an estimated accuracy of +/- 6 seconds.
 RU0067
 RU0067.The orthometric height was determined by differential leveling
 RU0067.and adjusted by the National Geodetic Survey in 1992..
 RU0067.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RU0067.rate of 0.0 thru 1.0 mm/km.
 RU0067
 RU0067.The geoid height was determined by GEOID03.
 RU0067
 RU0067.The dynamic height is computed by dividing the NAVD 88
 RU0067.geopotential number by the normal gravity value computed on the
 RU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0067.degrees latitude (g = 980.6199 gals.).
 RU0067
 RU0067.The modeled gravity was interpolated from observed gravity values.
 RU0067
 RU0067;                    North         East    Units  Estimated Accuracy
 RU0067;SPC MT       -   234,860.      859,100.      MT  (+/- 180 meters Scaled)
 RU0067
 RU0067                          SUPERSEDED SURVEY CONTROL
 RU0067
 RU0067.No superseded survey control is available for this station.
 RU0067
 RU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM127294(NAD 83)
 RU0067_MARKER: DB = BENCH MARK DISK
 RU0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0067_STAMPING: 2414.926
 RU0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0067+STABILITY: SURFACE MOTION
 RU0067
 RU0067  HISTORY     - Date     Condition        Report By
 RU0067  HISTORY     - UNK      MONUMENTED       CGS
 RU0067  HISTORY     - 1960     MARK NOT FOUND   NGS
 RU0067
 RU0067                          STATION DESCRIPTION
 RU0067
 RU0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0067'IN CLERMONT.
 RU0067'AT CLARMONT, CUSTER COUNTY, BETWEEN THE NORTHERN PACIFIC RAILWAY
 RU0067'STATION SIGN AND A TELEPHONE HOUSE, 0.2 MILE EAST OF MILEPOST 95, AND
 RU0067'65 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED 2414.926 AND SET
 RU0067'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0197 ***********************************************************************
 TK0197  DESIGNATION -  G 281
 TK0197  PID         -  TK0197
 TK0197  STATE/COUNTY-  MT/BLAINE
 TK0197  USGS QUAD   -  BLUE STONE PEAK (1987)
 TK0197
 TK0197                         *CURRENT SURVEY CONTROL
 TK0197  ___________________________________________________________________
 TK0197* NAD 83(1986)-  48 02 52.     (N)    109 22 43.     (W)     SCALED    
 TK0197* NAVD 88     -      1328.755  (meters)    4359.42   (feet)  ADJUSTED  
 TK0197  ___________________________________________________________________
 TK0197  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 TK0197  DYNAMIC HT  -        1328.721 (meters)    4359.31  (feet)  COMP
 TK0197  MODELED GRAV-     980,538.1   (mgal)                       NAVD 88
 TK0197
 TK0197  VERT ORDER  -  SECOND    CLASS 0
 TK0197
 TK0197.The horizontal coordinates were scaled from a topographic map and have
 TK0197.an estimated accuracy of +/- 6 seconds.
 TK0197
 TK0197.The orthometric height was determined by differential leveling
 TK0197.and adjusted by the National Geodetic Survey in June 1991..
 TK0197
 TK0197.The geoid height was determined by GEOID03.
 TK0197
 TK0197.The dynamic height is computed by dividing the NAVD 88
 TK0197.geopotential number by the normal gravity value computed on the
 TK0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0197.degrees latitude (g = 980.6199 gals.).
 TK0197
 TK0197.The modeled gravity was interpolated from observed gravity values.
 TK0197
 TK0197;                    North         East    Units  Estimated Accuracy
 TK0197;SPC MT       -   422,010.      609,050.      MT  (+/- 180 meters Scaled)
 TK0197
 TK0197                          SUPERSEDED SURVEY CONTROL
 TK0197
 TK0197  NGVD 29 (??/??/92) 1327.900  (m)         4356.62   (f) ADJ UNCH    2 0
 TK0197
 TK0197.Superseded values are not recommended for survey control.
 TK0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0197.See file dsdata.txt to determine how the superseded data were derived.
 TK0197
 TK0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU208228(NAD 83)
 TK0197_MARKER: DB = BENCH MARK DISK
 TK0197_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TK0197_STAMPING: G 281 1935
 TK0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0197
 TK0197  HISTORY     - Date     Condition        Report By
 TK0197  HISTORY     - 1935     MONUMENTED       CGS
 TK0197  HISTORY     - 1955     GOOD             USGS
 TK0197
 TK0197                          STATION DESCRIPTION
 TK0197
 TK0197'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0197'27.1 MI SW FROM CLEVELAND.
 TK0197'27.1 MILES SOUTHWEST ALONG THE LEROY ROAD FROM THE JUNCTION OF THE
 TK0197'CHINOOK ROAD AT CLEVELAND, BLAINE COUNTY, 300 FEET SOUTH OF THE CREST
 TK0197'OF A HILL, 120 FEET EAST OF THE CENTERLINE OF THE ROAD, 30 FEET EAST
 TK0197'OF OLD ROAD BED, AT THE HIGHEST POINT OF A ROCK OUTCROP (THERE IS A
 TK0197'LARGER ROCK OUTCROP ACROSS THE ROAD), AND ABOUT 3 FEET HIGHER THAN THE
 TK0197'ROAD.  A STANDARD DISK, STAMPED G 281 1935 AND SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0270 ***********************************************************************
 TH0270  DESIGNATION -  G 286
 TH0270  PID         -  TH0270
 TH0270  STATE/COUNTY-  MT/ROOSEVELT
 TH0270  USGS QUAD   -  BEARS NEST (1983)
 TH0270
 TH0270                         *CURRENT SURVEY CONTROL
 TH0270  ___________________________________________________________________
 TH0270* NAD 83(1986)-  48 28 36.     (N)    105 25 48.     (W)     SCALED    
 TH0270* NAVD 88     -       765.394  (meters)    2511.13   (feet)  ADJUSTED  
 TH0270  ___________________________________________________________________
 TH0270  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 TH0270  DYNAMIC HT  -         765.495 (meters)    2511.46  (feet)  COMP
 TH0270  MODELED GRAV-     980,716.2   (mgal)                       NAVD 88
 TH0270
 TH0270  VERT ORDER  -  SECOND    CLASS 0
 TH0270
 TH0270.The horizontal coordinates were scaled from a topographic map and have
 TH0270.an estimated accuracy of +/- 6 seconds.
 TH0270
 TH0270.The orthometric height was determined by differential leveling
 TH0270.and adjusted by the National Geodetic Survey in June 1991..
 TH0270.WARNING-Repeat measurements at this control monument indicate possible
 TH0270.vertical movement.
 TH0270
 TH0270.The geoid height was determined by GEOID03.
 TH0270
 TH0270.The dynamic height is computed by dividing the NAVD 88
 TH0270.geopotential number by the normal gravity value computed on the
 TH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0270.degrees latitude (g = 980.6199 gals.).
 TH0270
 TH0270.The modeled gravity was interpolated from observed gravity values.
 TH0270
 TH0270;                    North         East    Units  Estimated Accuracy
 TH0270;SPC MT       -   477,490.      900,700.      MT  (+/- 180 meters Scaled)
 TH0270
 TH0270                          SUPERSEDED SURVEY CONTROL
 TH0270
 TH0270  NGVD 29 (??/??/92)  764.797  (m)         2509.17   (f) ADJ UNCH    2 0
 TH0270
 TH0270.Superseded values are not recommended for survey control.
 TH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0270.See file dsdata.txt to determine how the superseded data were derived.
 TH0270
 TH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP682693(NAD 83)
 TH0270_MARKER: DB = BENCH MARK DISK
 TH0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0270_STAMPING: G 286 1935
 TH0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0270+STABILITY: SURFACE MOTION
 TH0270
 TH0270  HISTORY     - Date     Condition        Report By
 TH0270  HISTORY     - 1935     MONUMENTED       CGS
 TH0270  HISTORY     - 1948     GOOD             NGS
 TH0270  HISTORY     - 1970     GOOD             DOD
 TH0270
 TH0270                          STATION DESCRIPTION
 TH0270
 TH0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TH0270'21.7 MI S FROM SCOBEY.
 TH0270'21.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE GREAT NORTHERN
 TH0270'RAILWAY STATION AT SCOBEY, AT AN INTERSECTION WITH AN EAST-WEST ROAD,
 TH0270'AT THE TOWNSHIP LINE, 37.0 FEET NORTH OF THE CENTER LINE OF AN
 TH0270'EAST-WEST ROAD, 32.0 FEET EAST OF AND 1.5 FEET HIGHER THAN THE CENTER
 TH0270'LINE OF THE HIGHWAY, 1.3 FEET EAST OF A FENCE, 0.9 FOOT SOUTH OF A
 TH0270'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TH0270'FOOT ABOVE THE GROUND.
 TH0270
 TH0270                          STATION RECOVERY (1970)
 TH0270
 TH0270'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 TH0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0167 ***********************************************************************
 RT0167  DESIGNATION -  G 29
 RT0167  PID         -  RT0167
 RT0167  STATE/COUNTY-  MT/PRAIRIE
 RT0167  USGS QUAD   -  FALLON (1983)
 RT0167
 RT0167                         *CURRENT SURVEY CONTROL
 RT0167  ___________________________________________________________________
 RT0167* NAD 83(1986)-  46 50 09.     (N)    105 06 41.     (W)     SCALED    
 RT0167* NAVD 88     -       673.220  (meters)    2208.72   (feet)  ADJUSTED  
 RT0167  ___________________________________________________________________
 RT0167  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 RT0167  DYNAMIC HT  -         673.209 (meters)    2208.69  (feet)  COMP
 RT0167  MODELED GRAV-     980,575.2   (mgal)                       NAVD 88
 RT0167
 RT0167  VERT ORDER  -  FIRST     CLASS II
 RT0167
 RT0167.The horizontal coordinates were scaled from a topographic map and have
 RT0167.an estimated accuracy of +/- 6 seconds.
 RT0167
 RT0167.The orthometric height was determined by differential leveling
 RT0167.and adjusted by the National Geodetic Survey in June 1991..
 RT0167
 RT0167.The geoid height was determined by GEOID03.
 RT0167
 RT0167.The dynamic height is computed by dividing the NAVD 88
 RT0167.geopotential number by the normal gravity value computed on the
 RT0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0167.degrees latitude (g = 980.6199 gals.).
 RT0167
 RT0167.The modeled gravity was interpolated from observed gravity values.
 RT0167
 RT0167;                    North         East    Units  Estimated Accuracy
 RT0167;SPC MT       -   296,710.      934,420.      MT  (+/- 180 meters Scaled)
 RT0167
 RT0167                          SUPERSEDED SURVEY CONTROL
 RT0167
 RT0167  NGVD 29 (??/??/92)  672.685  (m)         2206.97   (f) ADJ UNCH    1 2
 RT0167
 RT0167.Superseded values are not recommended for survey control.
 RT0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0167.See file dsdata.txt to determine how the superseded data were derived.
 RT0167
 RT0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM915869(NAD 83)
 RT0167_MARKER: DB = BENCH MARK DISK
 RT0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0167_STAMPING: 2206.967
 RT0167_MARK LOGO: CGS   
 RT0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0167+STABILITY: SURFACE MOTION
 RT0167
 RT0167  HISTORY     - Date     Condition        Report By
 RT0167  HISTORY     - UNK      MONUMENTED       CGS
 RT0167  HISTORY     - 1960     GOOD             NGS
 RT0167  HISTORY     - 1981     GOOD             NGS
 RT0167
 RT0167                          STATION DESCRIPTION
 RT0167
 RT0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0167'0.5 MI E FROM FALLON.
 RT0167'0.5 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0167'FALLON, 3 POLES WEST OF MILEPOST 29, 200 FEET EAST OF A ROAD CROSSING,
 RT0167'IN SECTION 35, R 52 E, T 13 N, 70 FEET SOUTH OF THE SOUTH RAIL OF THE
 RT0167'MAIN TRACK, 79 1/2 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE
 RT0167'AROUND A SET OF TRANSFORMERS, 48 FEET WEST OF A POWER POLE, 26 1/2
 RT0167'FEET EAST OF A TELEPHONE POLE, 1.6 FEET NORTH OF A METAL WITNESS POST,
 RT0167'ABOUT 2 FEET BELOW THE TRACK, AND ON THE TOP OF A CONCRETE PROJECTING
 RT0167'8 INCHES.
 RT0167
 RT0167                          STATION RECOVERY (1981)
 RT0167
 RT0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0229 ***********************************************************************
 TJ0229  DESIGNATION -  G 292
 TJ0229  PID         -  TJ0229
 TJ0229  STATE/COUNTY-  MT/VALLEY
 TJ0229  USGS QUAD   -  BLANCHARD RANCH (1958)
 TJ0229
 TJ0229                         *CURRENT SURVEY CONTROL
 TJ0229  ___________________________________________________________________
 TJ0229* NAD 83(1986)-  48 00 26.     (N)    106 42 41.     (W)     SCALED    
 TJ0229* NAVD 88     -       661.422  (meters)    2170.02   (feet)  ADJUSTED  
 TJ0229  ___________________________________________________________________
 TJ0229  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TJ0229  DYNAMIC HT  -         661.485 (meters)    2170.22  (feet)  COMP
 TJ0229  MODELED GRAV-     980,684.7   (mgal)                       NAVD 88
 TJ0229
 TJ0229  VERT ORDER  -  SECOND    CLASS 0
 TJ0229
 TJ0229.The horizontal coordinates were scaled from a topographic map and have
 TJ0229.an estimated accuracy of +/- 6 seconds.
 TJ0229
 TJ0229.The orthometric height was determined by differential leveling
 TJ0229.and adjusted by the National Geodetic Survey in June 1991..
 TJ0229
 TJ0229.The geoid height was determined by GEOID03.
 TJ0229
 TJ0229.The dynamic height is computed by dividing the NAVD 88
 TJ0229.geopotential number by the normal gravity value computed on the
 TJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0229.degrees latitude (g = 980.6199 gals.).
 TJ0229
 TJ0229.The modeled gravity was interpolated from observed gravity values.
 TJ0229
 TJ0229;                    North         East    Units  Estimated Accuracy
 TJ0229;SPC MT       -   421,200.      807,930.      MT  (+/- 180 meters Scaled)
 TJ0229
 TJ0229                          SUPERSEDED SURVEY CONTROL
 TJ0229
 TJ0229  NGVD 29 (??/??/92)  660.798  (m)         2167.97   (f) ADJ UNCH    2 0
 TJ0229
 TJ0229.Superseded values are not recommended for survey control.
 TJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0229.See file dsdata.txt to determine how the superseded data were derived.
 TJ0229
 TJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP723185(NAD 83)
 TJ0229_MARKER: DB = BENCH MARK DISK
 TJ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0229_STAMPING: G 292 1935
 TJ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0229+STABILITY: SURFACE MOTION
 TJ0229
 TJ0229  HISTORY     - Date     Condition        Report By
 TJ0229  HISTORY     - 1935     MONUMENTED       CGS
 TJ0229  HISTORY     - 1948     GOOD             NGS
 TJ0229
 TJ0229                          STATION DESCRIPTION
 TJ0229
 TJ0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0229'18.35 MI S FROM GLASGOW.
 TJ0229'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TJ0229'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 TJ0229'ROAD, THENCE 5.85 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 266.0 FEET
 TJ0229'SOUTHWEST OF THE WEST CORNER OF AN 18-FOOT WOODEN BRIDGE, 44.0 FEET
 TJ0229'NORTHWEST OF AND 2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 2.0
 TJ0229'FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 TJ0229'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0311 ***********************************************************************
 RV0311  DESIGNATION -  G 293
 RV0311  PID         -  RV0311
 RV0311  STATE/COUNTY-  MT/WHEATLAND
 RV0311  USGS QUAD   -  ETHELS COULEE (1986)
 RV0311
 RV0311                         *CURRENT SURVEY CONTROL
 RV0311  ___________________________________________________________________
 RV0311* NAD 83(1986)-  46 24 51.     (N)    109 42 33.     (W)     SCALED    
 RV0311* NAVD 88     -      1237.259  (meters)    4059.24   (feet)  POSTED    
 RV0311  ___________________________________________________________________
 RV0311  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 RV0311  DYNAMIC HT  -        1237.010 (meters)    4058.42  (feet)  COMP
 RV0311  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 RV0311
 RV0311  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RV0311
 RV0311.The horizontal coordinates were scaled from a topographic map and have
 RV0311.an estimated accuracy of +/- 6 seconds.
 RV0311
 RV0311.The orthometric height was determined by differential leveling
 RV0311.and adjusted by the National Geodetic Survey in 1992..
 RV0311.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RV0311.rate of 2.1 thru 3.0 mm/km.
 RV0311
 RV0311.The geoid height was determined by GEOID03.
 RV0311
 RV0311.The dynamic height is computed by dividing the NAVD 88
 RV0311.geopotential number by the normal gravity value computed on the
 RV0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0311.degrees latitude (g = 980.6199 gals.).
 RV0311
 RV0311.The modeled gravity was interpolated from observed gravity values.
 RV0311
 RV0311;                    North         East    Units  Estimated Accuracy
 RV0311;SPC MT       -   240,510.      583,930.      MT  (+/- 180 meters Scaled)
 RV0311
 RV0311                          SUPERSEDED SURVEY CONTROL
 RV0311
 RV0311  NGVD 29 (??/??/92) 1236.349  (m)         4056.26   (f) ADJ UNCH    2 0
 RV0311
 RV0311.Superseded values are not recommended for survey control.
 RV0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0311.See file dsdata.txt to determine how the superseded data were derived.
 RV0311
 RV0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS992408(NAD 83)
 RV0311_MARKER: DB = BENCH MARK DISK
 RV0311_SETTING: 66 = SET IN ROCK OUTCROP
 RV0311_SP_SET: OUTCROP
 RV0311_STAMPING: G 293 1961
 RV0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0311+STABILITY: POSITION/ELEVATION WELL
 RV0311
 RV0311  HISTORY     - Date     Condition        Report By
 RV0311  HISTORY     - 1961     MONUMENTED       CGS
 RV0311  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0311
 RV0311                          STATION DESCRIPTION
 RV0311
 RV0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0311'6.4 MI SE FROM HARLOWTON.
 RV0311'6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0311'HARLOWTON, 0.1 MILE WEST OF A TRACK ROAD NORTH THROUGH A GATE, SET
 RV0311'VERTICALLY IN THE SOUTH FACE OF A 1 1/2 BY 4 FOOT OUTCROP, 24 FEET
 RV0311'NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET ABOVE THE GROUND, AND
 RV0311'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 RV0311
 RV0311                          STATION RECOVERY (1980)
 RV0311
 RV0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0311'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK, IT WAS PROBABLY
 RV0311'DESTROYED WHEN THE HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0312 ***********************************************************************
 RV0312  DESIGNATION -  G 293 RESET
 RV0312  PID         -  RV0312
 RV0312  STATE/COUNTY-  MT/WHEATLAND
 RV0312  USGS QUAD   -  ETHELS COULEE (1986)
 RV0312
 RV0312                         *CURRENT SURVEY CONTROL
 RV0312  ___________________________________________________________________
 RV0312* NAD 83(1986)-  46 24 51.     (N)    109 42 34.     (W)     SCALED    
 RV0312* NAVD 88     -      1234.51   (+/-2cm)    4050.2    (feet)  VERTCON   
 RV0312  ___________________________________________________________________
 RV0312  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 RV0312
 RV0312  VERT ORDER  -  THIRD (See Below)
 RV0312
 RV0312.The horizontal coordinates were scaled from a topographic map and have
 RV0312.an estimated accuracy of +/- 6 seconds.
 RV0312
 RV0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0312.The vertical order pertains to the NGVD 29 superseded value.
 RV0312
 RV0312.The geoid height was determined by GEOID03.
 RV0312
 RV0312;                    North         East    Units  Estimated Accuracy
 RV0312;SPC MT       -   240,510.      583,910.      MT  (+/- 180 meters Scaled)
 RV0312
 RV0312                          SUPERSEDED SURVEY CONTROL
 RV0312
 RV0312  NGVD 29 (03/30/06) 1233.61   (m)         4047.3    (f) RESET       3  
 RV0312
 RV0312.Superseded values are not recommended for survey control.
 RV0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0312.See file dsdata.txt to determine how the superseded data were derived.
 RV0312
 RV0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS991408(NAD 83)
 RV0312_MARKER: DB = BENCH MARK DISK
 RV0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0312_STAMPING: G 293 RESET 1964
 RV0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0312+STABILITY: SURFACE MOTION
 RV0312
 RV0312  HISTORY     - Date     Condition        Report By
 RV0312  HISTORY     - 1964     MONUMENTED       MTDH
 RV0312  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0312
 RV0312                          STATION DESCRIPTION
 RV0312
 RV0312'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1964
 RV0312'6.4 MI SE FROM HARLOWTON.
 RV0312'LOCATED ABOUT 6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RV0312'COURTHOUSE AT HARLOWTON, 0.1 MILES WEST OF A TRACK ROAD THROUGH A
 RV0312'SOUTH GATE, SET IN THE TOP OF A CONCRETE MONUMENT 78.3 FEET SOUTH OF
 RV0312'CENTER LINE OF ROADWAY STATION 361+36.3, 0.8 FEET ABOVE THE GROUND,
 RV0312'ABOUT 7.0 FEET BELOW THE HIGHWAY.
 RV0312
 RV0312                          STATION RECOVERY (1980)
 RV0312
 RV0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0144 ***********************************************************************
 RV0144  DESIGNATION -  G 294
 RV0144  PID         -  RV0144
 RV0144  STATE/COUNTY-  MT/WHEATLAND
 RV0144  USGS QUAD   -  HALBERT CREEK NORTH (1986)
 RV0144
 RV0144                         *CURRENT SURVEY CONTROL
 RV0144  ___________________________________________________________________
 RV0144* NAD 83(1986)-  46 30 58.     (N)    109 28 58.     (W)     SCALED    
 RV0144* NAVD 88     -      1319.498  (meters)    4329.05   (feet)  ADJUSTED  
 RV0144  ___________________________________________________________________
 RV0144  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 RV0144  DYNAMIC HT  -        1319.237 (meters)    4328.20  (feet)  COMP
 RV0144  MODELED GRAV-     980,369.6   (mgal)                       NAVD 88
 RV0144
 RV0144  VERT ORDER  -  SECOND    CLASS 0
 RV0144
 RV0144.The horizontal coordinates were scaled from a topographic map and have
 RV0144.an estimated accuracy of +/- 6 seconds.
 RV0144
 RV0144.The orthometric height was determined by differential leveling
 RV0144.and adjusted by the National Geodetic Survey in June 1991..
 RV0144
 RV0144.The geoid height was determined by GEOID03.
 RV0144
 RV0144.The dynamic height is computed by dividing the NAVD 88
 RV0144.geopotential number by the normal gravity value computed on the
 RV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0144.degrees latitude (g = 980.6199 gals.).
 RV0144
 RV0144.The modeled gravity was interpolated from observed gravity values.
 RV0144
 RV0144;                    North         East    Units  Estimated Accuracy
 RV0144;SPC MT       -   251,820.      601,320.      MT  (+/- 180 meters Scaled)
 RV0144
 RV0144                          SUPERSEDED SURVEY CONTROL
 RV0144
 RV0144  NGVD 29 (??/??/92) 1318.578  (m)         4326.03   (f) ADJ UNCH    2 0
 RV0144
 RV0144.Superseded values are not recommended for survey control.
 RV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0144.See file dsdata.txt to determine how the superseded data were derived.
 RV0144
 RV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS163525(NAD 83)
 RV0144_MARKER: DB = BENCH MARK DISK
 RV0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0144_STAMPING: G 294 1961
 RV0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0144+STABILITY: SURFACE MOTION
 RV0144
 RV0144  HISTORY     - Date     Condition        Report By
 RV0144  HISTORY     - 1961     MONUMENTED       CGS
 RV0144
 RV0144                          STATION DESCRIPTION
 RV0144
 RV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0144'5.4 MI N FROM HEDGESVILLE.
 RV0144'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0144'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0144'ROAD, THENCE 4.1 MILES NORTH ALONG A GRAVEL ROAD, 0.25 MILE SOUTH OF A
 RV0144'FENCE LINE LEADING EAST, 31 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RV0144'2.1 FEET EAST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, ABOUT
 RV0144'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RV0144'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0500 ***********************************************************************
 RV0500  DESIGNATION -  G 295
 RV0500  PID         -  RV0500
 RV0500  STATE/COUNTY-  MT/WHEATLAND
 RV0500  USGS QUAD   -  YAPLE BENCH (1995)
 RV0500
 RV0500                         *CURRENT SURVEY CONTROL
 RV0500  ___________________________________________________________________
 RV0500* NAD 83(1986)-  46 39 53.     (N)    109 34 20.     (W)     SCALED    
 RV0500* NAVD 88     -      1512.295  (meters)    4961.59   (feet)  ADJUSTED  
 RV0500  ___________________________________________________________________
 RV0500  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 RV0500  DYNAMIC HT  -        1511.965 (meters)    4960.51  (feet)  COMP
 RV0500  MODELED GRAV-     980,341.7   (mgal)                       NAVD 88
 RV0500
 RV0500  VERT ORDER  -  SECOND    CLASS 0
 RV0500
 RV0500.The horizontal coordinates were scaled from a topographic map and have
 RV0500.an estimated accuracy of +/- 6 seconds.
 RV0500
 RV0500.The orthometric height was determined by differential leveling
 RV0500.and adjusted by the National Geodetic Survey in June 1991..
 RV0500
 RV0500.The geoid height was determined by GEOID03.
 RV0500
 RV0500.The dynamic height is computed by dividing the NAVD 88
 RV0500.geopotential number by the normal gravity value computed on the
 RV0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0500.degrees latitude (g = 980.6199 gals.).
 RV0500
 RV0500.The modeled gravity was interpolated from observed gravity values.
 RV0500
 RV0500;                    North         East    Units  Estimated Accuracy
 RV0500;SPC MT       -   268,330.      594,480.      MT  (+/- 180 meters Scaled)
 RV0500
 RV0500                          SUPERSEDED SURVEY CONTROL
 RV0500
 RV0500  NGVD 29 (??/??/92) 1511.306  (m)         4958.34   (f) ADJ UNCH    2 0
 RV0500
 RV0500.Superseded values are not recommended for survey control.
 RV0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0500.See file dsdata.txt to determine how the superseded data were derived.
 RV0500
 RV0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS092688(NAD 83)
 RV0500_MARKER: DB = BENCH MARK DISK
 RV0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0500_STAMPING: G 295 1961
 RV0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0500+STABILITY: SURFACE MOTION
 RV0500
 RV0500  HISTORY     - Date     Condition        Report By
 RV0500  HISTORY     - 1961     MONUMENTED       CGS
 RV0500
 RV0500                          STATION DESCRIPTION
 RV0500
 RV0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0500'9.25 MI E FROM JUDITH GAP.
 RV0500'ABOUT 5.25 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT JUDITH
 RV0500'GAP, THENCE 4.0 MILES SOUTHEAST AND EAST ALONG A GRAVEL ROAD, 0.1 MILE
 RV0500'WEST OF A SMALL POND AND THE FOOT OF A GRADE, ON A GRADE ASCENDING TO
 RV0500'THE WEST, 60 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTH
 RV0500'OF A FENCE, 2 FEET NORTH OF A TELEPHONE POLE, 1.9 FEET EAST OF A
 RV0500'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A
 RV0500'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0574 ***********************************************************************
 RV0574  DESIGNATION -  G 296
 RV0574  PID         -  RV0574
 RV0574  STATE/COUNTY-  MT/WHEATLAND
 RV0574  USGS QUAD   -  MEAD CREEK (1995)
 RV0574
 RV0574                         *CURRENT SURVEY CONTROL
 RV0574  ___________________________________________________________________
 RV0574* NAD 83(1986)-  46 40 44.     (N)    109 53 33.     (W)     SCALED    
 RV0574* NAVD 88     -      1539.639  (meters)    5051.30   (feet)  ADJUSTED  
 RV0574  ___________________________________________________________________
 RV0574  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 RV0574  DYNAMIC HT  -        1539.280 (meters)    5050.12  (feet)  COMP
 RV0574  MODELED GRAV-     980,326.1   (mgal)                       NAVD 88
 RV0574
 RV0574  VERT ORDER  -  SECOND    CLASS 0
 RV0574
 RV0574.The horizontal coordinates were scaled from a topographic map and have
 RV0574.an estimated accuracy of +/- 6 seconds.
 RV0574
 RV0574.The orthometric height was determined by differential leveling
 RV0574.and adjusted by the National Geodetic Survey in June 1991..
 RV0574
 RV0574.The geoid height was determined by GEOID03.
 RV0574
 RV0574.The dynamic height is computed by dividing the NAVD 88
 RV0574.geopotential number by the normal gravity value computed on the
 RV0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0574.degrees latitude (g = 980.6199 gals.).
 RV0574
 RV0574.The modeled gravity was interpolated from observed gravity values.
 RV0574
 RV0574;                    North         East    Units  Estimated Accuracy
 RV0574;SPC MT       -   269,980.      569,990.      MT  (+/- 180 meters Scaled)
 RV0574
 RV0574                          SUPERSEDED SURVEY CONTROL
 RV0574
 RV0574  NGVD 29 (??/??/92) 1538.623  (m)         5047.97   (f) ADJ UNCH    2 0
 RV0574
 RV0574.Superseded values are not recommended for survey control.
 RV0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0574.See file dsdata.txt to determine how the superseded data were derived.
 RV0574
 RV0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS847700(NAD 83)
 RV0574_MARKER: DB = BENCH MARK DISK
 RV0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0574_STAMPING: G 296 1961
 RV0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0574+STABILITY: SURFACE MOTION
 RV0574
 RV0574  HISTORY     - Date     Condition        Report By
 RV0574  HISTORY     - 1961     MONUMENTED       CGS
 RV0574
 RV0574                          STATION DESCRIPTION
 RV0574
 RV0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0574'8.2 MI W FROM JUDITH GAP.
 RV0574'ABOUT 6.2 MILES WEST ALONG A GRAVEL ROAD FROM THE GREAT NORTHERN
 RV0574'RAILWAY STATION AT JUDITH GAP, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 RV0574'ROAD, THENCE 1.0 MILE WEST ALONG A TRACK ROAD, 35 FEET NORTH OF THE
 RV0574'CENTER LINE OF THE ROAD, 30 1/2 FEET NORTH OF THE NORTHWEST CORNER OF
 RV0574'THE CATTLE GUARD, 99 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 RV0574'NORTH TO ROBERTS CREEK, 3 FEET SOUTHWEST OF A FENCE CORNER, 2 1/2 FEET
 RV0574'SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 RV0574'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0589 ***********************************************************************
 RV0589  DESIGNATION -  G 297
 RV0589  PID         -  RV0589
 RV0589  STATE/COUNTY-  MT/WHEATLAND
 RV0589  USGS QUAD   -  OKA (1986)
 RV0589
 RV0589                         *CURRENT SURVEY CONTROL
 RV0589  ___________________________________________________________________
 RV0589* NAD 83(1986)-  46 37 14.     (N)    109 47 14.     (W)     SCALED    
 RV0589* NAVD 88     -      1455.712  (meters)    4775.95   (feet)  ADJUSTED  
 RV0589  ___________________________________________________________________
 RV0589  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 RV0589  DYNAMIC HT  -        1455.395 (meters)    4774.91  (feet)  COMP
 RV0589  MODELED GRAV-     980,344.6   (mgal)                       NAVD 88
 RV0589
 RV0589  VERT ORDER  -  FIRST     CLASS II
 RV0589
 RV0589.The horizontal coordinates were scaled from a topographic map and have
 RV0589.an estimated accuracy of +/- 6 seconds.
 RV0589
 RV0589.The orthometric height was determined by differential leveling
 RV0589.and adjusted by the National Geodetic Survey in June 1991..
 RV0589
 RV0589.The geoid height was determined by GEOID03.
 RV0589
 RV0589.The dynamic height is computed by dividing the NAVD 88
 RV0589.geopotential number by the normal gravity value computed on the
 RV0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0589.degrees latitude (g = 980.6199 gals.).
 RV0589
 RV0589.The modeled gravity was interpolated from observed gravity values.
 RV0589
 RV0589;                    North         East    Units  Estimated Accuracy
 RV0589;SPC MT       -   263,460.      578,010.      MT  (+/- 180 meters Scaled)
 RV0589
 RV0589                          SUPERSEDED SURVEY CONTROL
 RV0589
 RV0589  NGVD 29 (??/??/92) 1454.735  (m)         4772.74   (f) ADJ UNCH    1 2
 RV0589
 RV0589.Superseded values are not recommended for survey control.
 RV0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0589.See file dsdata.txt to determine how the superseded data were derived.
 RV0589
 RV0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS928637(NAD 83)
 RV0589_MARKER: DB = BENCH MARK DISK
 RV0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0589_STAMPING: G 297 1961
 RV0589_MARK LOGO: CGS   
 RV0589_PROJECTION: PROJECTING 8 CENTIMETERS
 RV0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0589+STABILITY: SURFACE MOTION
 RV0589
 RV0589  HISTORY     - Date     Condition        Report By
 RV0589  HISTORY     - 1961     MONUMENTED       CGS
 RV0589  HISTORY     - 1980     GOOD             NGS
 RV0589
 RV0589                          STATION DESCRIPTION
 RV0589
 RV0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0589'5.45 MI SW FROM JUDITH GAP.
 RV0589'ABOUT 4.35 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0589'JUDITH GAP, THENCE 1.1 MILES WEST ALONG A GRAVEL ROAD, 46 FEET SOUTH
 RV0589'OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF THE CENTER LINE OF A
 RV0589'DIM TRACK ROAD, 2 FEET NORTH OF A FENCE, ABOUT 1 FOOT LOWER THAN THE
 RV0589'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RV0589
 RV0589                          STATION RECOVERY (1980)
 RV0589
 RV0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0589'6.8 KM (4.2 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE IN
 RV0589'JUDITH GAP, THENCE 1.8 KM (1.1 MI) NORTHWEST AND WEST ALONG A GRAVEL
 RV0589'ROAD, 14.0 METERS (46.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND
 RV0589'8.2 METERS (27.0 FT) EAST OF THE CENTER OF A DIM TRACK ROAD.
 RV0589'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RV0589'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0631 ***********************************************************************
 PY0631  DESIGNATION -  G 298
 PY0631  PID         -  PY0631
 PY0631  STATE/COUNTY-  MT/BEAVERHEAD
 PY0631  USGS QUAD   -  MOUNT JEFFERSON (1988)
 PY0631
 PY0631                         *CURRENT SURVEY CONTROL
 PY0631  ___________________________________________________________________
 PY0631* NAD 83(1986)-  44 36 39.     (N)    111 37 09.     (W)     SCALED    
 PY0631* NAVD 88     -      2047.989  (meters)    6719.11   (feet)  POSTED    
 PY0631  ___________________________________________________________________
 PY0631  GEOID HEIGHT-          -8.92  (meters)                     GEOID03
 PY0631  DYNAMIC HT  -        2046.880 (meters)    6715.47  (feet)  COMP
 PY0631  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 PY0631
 PY0631  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0631
 PY0631.The horizontal coordinates were scaled from a topographic map and have
 PY0631.an estimated accuracy of +/- 6 seconds.
 PY0631
 PY0631.The orthometric height was determined by differential leveling
 PY0631.and adjusted by the National Geodetic Survey in 1992..
 PY0631.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0631.rate of 1.1 thru 2.0 mm/km.
 PY0631
 PY0631.The geoid height was determined by GEOID03.
 PY0631
 PY0631.The dynamic height is computed by dividing the NAVD 88
 PY0631.geopotential number by the normal gravity value computed on the
 PY0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0631.degrees latitude (g = 980.6199 gals.).
 PY0631
 PY0631.The modeled gravity was interpolated from observed gravity values.
 PY0631
 PY0631;                    North         East    Units  Estimated Accuracy
 PY0631;SPC MT       -    42,390.      431,760.      MT  (+/- 180 meters Scaled)
 PY0631
 PY0631                          SUPERSEDED SURVEY CONTROL
 PY0631
 PY0631  NGVD 29 (??/??/92) 2046.629  (m)         6714.65   (f) ADJ UNCH    1 2
 PY0631
 PY0631.Superseded values are not recommended for survey control.
 PY0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0631.See file dsdata.txt to determine how the superseded data were derived.
 PY0631
 PY0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ508399(NAD 83)
 PY0631_MARKER: DB = BENCH MARK DISK
 PY0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0631_SP_SET: 12 FEET
 PY0631_STAMPING: G 298 1964
 PY0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0631
 PY0631  HISTORY     - Date     Condition        Report By
 PY0631  HISTORY     - 1964     MONUMENTED       CGS
 PY0631
 PY0631                          STATION DESCRIPTION
 PY0631
 PY0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0631'11.5 MI E FROM LAKEVIEW.
 PY0631'ABOUT 11.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE
 PY0631'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 17, T 14 S, R 1 E, 68 FEET SOUTH
 PY0631'OF THE CENTER LINE OF THE ROAD AND THE CENTER OF A CATTLE GUARD, 1 1/2
 PY0631'FEET WEST OF A NORTH-SOUTH FENCE LINE, 0.6 FOOT WEST OF A METAL
 PY0631'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE
 PY0631'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12
 PY0631'FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0049 ***********************************************************************
 PZ0049  DESIGNATION -  G 299
 PZ0049  PID         -  PZ0049
 PZ0049  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0049  USGS QUAD   -  BIG TABLE MOUNTAIN (1968)
 PZ0049
 PZ0049                         *CURRENT SURVEY CONTROL
 PZ0049  ___________________________________________________________________
 PZ0049* NAD 83(1986)-  44 35 17.     (N)    112 05 18.     (W)     SCALED    
 PZ0049* NAVD 88     -      2027.269  (meters)    6651.13   (feet)  ADJUSTED  
 PZ0049  ___________________________________________________________________
 PZ0049  GEOID HEIGHT-          -9.63  (meters)                     GEOID03
 PZ0049  DYNAMIC HT  -        2026.123 (meters)    6647.37  (feet)  COMP
 PZ0049  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 PZ0049
 PZ0049  VERT ORDER  -  FIRST     CLASS II
 PZ0049
 PZ0049.The horizontal coordinates were scaled from a topographic map and have
 PZ0049.an estimated accuracy of +/- 6 seconds.
 PZ0049
 PZ0049.The orthometric height was determined by differential leveling
 PZ0049.and adjusted by the National Geodetic Survey in June 1991..
 PZ0049
 PZ0049.The geoid height was determined by GEOID03.
 PZ0049
 PZ0049.The dynamic height is computed by dividing the NAVD 88
 PZ0049.geopotential number by the normal gravity value computed on the
 PZ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0049.degrees latitude (g = 980.6199 gals.).
 PZ0049
 PZ0049.The modeled gravity was interpolated from observed gravity values.
 PZ0049
 PZ0049;                    North         East    Units  Estimated Accuracy
 PZ0049;SPC MT       -    40,980.      394,440.      MT  (+/- 180 meters Scaled)
 PZ0049
 PZ0049                          SUPERSEDED SURVEY CONTROL
 PZ0049
 PZ0049  NGVD 29 (??/??/92) 2025.919  (m)         6646.70   (f) ADJ UNCH    1 2
 PZ0049
 PZ0049.Superseded values are not recommended for survey control.
 PZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0049.See file dsdata.txt to determine how the superseded data were derived.
 PZ0049
 PZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ136377(NAD 83)
 PZ0049_MARKER: DB = BENCH MARK DISK
 PZ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0049_STAMPING: G 299 1964
 PZ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0049+STABILITY: SURFACE MOTION
 PZ0049
 PZ0049  HISTORY     - Date     Condition        Report By
 PZ0049  HISTORY     - 1964     MONUMENTED       CGS
 PZ0049
 PZ0049                          STATION DESCRIPTION
 PZ0049
 PZ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0049'12.5 MI NE FROM MONIDA.
 PZ0049'12.5 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0049'RAILROAD STATION AT MONIDA, ABOUT 0.15 MILE EAST OF THE CENTER OF A
 PZ0049'CURVE IN THE ROAD, ON THE WEST SLOPE OF A HILL, NEAR THE WEST END AND
 PZ0049'NEAR THE BOTTOM OF A GROWTH OF TREES ON THE NORTH SLOPE OF A MOUNTAIN,
 PZ0049'46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE
 PZ0049'LINE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PZ0049'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1003 ***********************************************************************
 SS1003  DESIGNATION -  G 3 Y
 SS1003  PID         -  SS1003
 SS1003  STATE/COUNTY-  MT/CASCADE
 SS1003  USGS QUAD   -  CASCADE COLONY (1983)
 SS1003
 SS1003                         *CURRENT SURVEY CONTROL
 SS1003  ___________________________________________________________________
 SS1003* NAD 83(1986)-  47 24 20.     (N)    111 51 59.     (W)     SCALED    
 SS1003* NAVD 88     -      1102.406  (meters)    3616.81   (feet)  ADJUSTED  
 SS1003  ___________________________________________________________________
 SS1003  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 SS1003  DYNAMIC HT  -        1102.310 (meters)    3616.50  (feet)  COMP
 SS1003  MODELED GRAV-     980,487.8   (mgal)                       NAVD 88
 SS1003
 SS1003  VERT ORDER  -  SECOND    CLASS 0
 SS1003
 SS1003.The horizontal coordinates were scaled from a topographic map and have
 SS1003.an estimated accuracy of +/- 6 seconds.
 SS1003
 SS1003.The orthometric height was determined by differential leveling
 SS1003.and adjusted by the National Geodetic Survey in June 1991..
 SS1003
 SS1003.The geoid height was determined by GEOID03.
 SS1003
 SS1003.The dynamic height is computed by dividing the NAVD 88
 SS1003.geopotential number by the normal gravity value computed on the
 SS1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1003.degrees latitude (g = 980.6199 gals.).
 SS1003
 SS1003.The modeled gravity was interpolated from observed gravity values.
 SS1003
 SS1003;                    North         East    Units  Estimated Accuracy
 SS1003;SPC MT       -   353,330.      421,520.      MT  (+/- 180 meters Scaled)
 SS1003
 SS1003                          SUPERSEDED SURVEY CONTROL
 SS1003
 SS1003  NGVD 29 (??/??/92) 1101.473  (m)         3613.75   (f) ADJ UNCH    2 0
 SS1003
 SS1003.Superseded values are not recommended for survey control.
 SS1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1003.See file dsdata.txt to determine how the superseded data were derived.
 SS1003
 SS1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT346505(NAD 83)
 SS1003_MARKER: DS = TRIANGULATION STATION DISK
 SS1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1003_STAMPING: G 3 Y 1961
 SS1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1003+STABILITY: SURFACE MOTION
 SS1003
 SS1003  HISTORY     - Date     Condition        Report By
 SS1003  HISTORY     - 1961     MONUMENTED       CGS
 SS1003
 SS1003                          STATION DESCRIPTION
 SS1003
 SS1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1003'11.3 MI S FROM SIMMS.
 SS1003'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1003'HIGHWAY 21 AT SIMMS, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE
 SS1003'5.6 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.75 MILES NORTHEAST
 SS1003'ALONG A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ACROSS COUNTRY TO A HOUSE,
 SS1003'THENCE 0.5 MILE SOUTHEAST ACROSS COUNTRY, 0.1 MILE NORTH OF A FENCE
 SS1003'LINE, ON A LARGE FLAT KNOLL, 49.82 FEET NORTH-NORTHEAST OF G 3 Y R.M.
 SS1003'2, 56.32 FEET WEST-NORTHWEST OF G 2 Y R.M.1, 3.5 FEET SOUTH OF A
 SS1003'WITNESS POST, ABOUT LEVEL WITH G 3 Y R.M. 1, AND SET IN THE TOP OF A
 SS1003'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1004 ***********************************************************************
 SS1004  DESIGNATION -  G 3 Y RM 1
 SS1004  PID         -  SS1004
 SS1004  STATE/COUNTY-  MT/CASCADE
 SS1004  USGS QUAD   -  CASCADE COLONY (1983)
 SS1004
 SS1004                         *CURRENT SURVEY CONTROL
 SS1004  ___________________________________________________________________
 SS1004* NAD 83(1986)-  47 24 20.     (N)    111 51 58.     (W)     SCALED    
 SS1004* NAVD 88     -      1102.258  (meters)    3616.32   (feet)  ADJUSTED  
 SS1004  ___________________________________________________________________
 SS1004  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 SS1004  DYNAMIC HT  -        1102.162 (meters)    3616.01  (feet)  COMP
 SS1004  MODELED GRAV-     980,487.8   (mgal)                       NAVD 88
 SS1004
 SS1004  VERT ORDER  -  SECOND    CLASS 0
 SS1004
 SS1004.The horizontal coordinates were scaled from a topographic map and have
 SS1004.an estimated accuracy of +/- 6 seconds.
 SS1004
 SS1004.The orthometric height was determined by differential leveling
 SS1004.and adjusted by the National Geodetic Survey in June 1991..
 SS1004
 SS1004.The geoid height was determined by GEOID03.
 SS1004
 SS1004.The dynamic height is computed by dividing the NAVD 88
 SS1004.geopotential number by the normal gravity value computed on the
 SS1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1004.degrees latitude (g = 980.6199 gals.).
 SS1004
 SS1004.The modeled gravity was interpolated from observed gravity values.
 SS1004
 SS1004;                    North         East    Units  Estimated Accuracy
 SS1004;SPC MT       -   353,330.      421,540.      MT  (+/- 180 meters Scaled)
 SS1004
 SS1004                          SUPERSEDED SURVEY CONTROL
 SS1004
 SS1004  NGVD 29 (??/??/92) 1101.326  (m)         3613.27   (f) ADJ UNCH    2 0
 SS1004
 SS1004.Superseded values are not recommended for survey control.
 SS1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1004.See file dsdata.txt to determine how the superseded data were derived.
 SS1004
 SS1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT346505(NAD 83)
 SS1004_MARKER: DR = REFERENCE MARK DISK
 SS1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1004_STAMPING: G 3 Y NO. 1 1961
 SS1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1004+STABILITY: SURFACE MOTION
 SS1004
 SS1004  HISTORY     - Date     Condition        Report By
 SS1004  HISTORY     - 1961     MONUMENTED       CGS
 SS1004
 SS1004                          STATION DESCRIPTION
 SS1004
 SS1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1004'11.3 MI S FROM SIMMS.
 SS1004'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1004'HIGHWAY 21 AT SIMMS, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE
 SS1004'5.6 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.75 MILES NORTHEAST
 SS1004'ALONG A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ACROSS COUNTRY TO A HOUSE,
 SS1004'THENCE 0.5 MILE SOUTHEAST ACROSS COUNTRY, 0.1 MILE NORTH OF A FENCE
 SS1004'LINE, ON A LARGE FLAT KNOLL, 56.32 FEET EAST-SOUTHEAST TRIANGULATION
 SS1004'STATION G 3 Y, 83.71 EAST-NORTHEAST OF G 3 Y R.M. 2, ABOUT LEVEL WITH
 SS1004'THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 SS1004'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1002 ***********************************************************************
 SS1002  DESIGNATION -  G 3 Y RM 2
 SS1002  PID         -  SS1002
 SS1002  STATE/COUNTY-  MT/CASCADE
 SS1002  USGS QUAD   -  CASCADE COLONY (1983)
 SS1002
 SS1002                         *CURRENT SURVEY CONTROL
 SS1002  ___________________________________________________________________
 SS1002* NAD 83(1986)-  47 24 20.     (N)    111 51 59.     (W)     SCALED    
 SS1002* NAVD 88     -      1102.273  (meters)    3616.37   (feet)  ADJUSTED  
 SS1002  ___________________________________________________________________
 SS1002  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 SS1002  DYNAMIC HT  -        1102.177 (meters)    3616.06  (feet)  COMP
 SS1002  MODELED GRAV-     980,487.8   (mgal)                       NAVD 88
 SS1002
 SS1002  VERT ORDER  -  SECOND    CLASS 0
 SS1002
 SS1002.The horizontal coordinates were scaled from a topographic map and have
 SS1002.an estimated accuracy of +/- 6 seconds.
 SS1002
 SS1002.The orthometric height was determined by differential leveling
 SS1002.and adjusted by the National Geodetic Survey in June 1991..
 SS1002
 SS1002.The geoid height was determined by GEOID03.
 SS1002
 SS1002.The dynamic height is computed by dividing the NAVD 88
 SS1002.geopotential number by the normal gravity value computed on the
 SS1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1002.degrees latitude (g = 980.6199 gals.).
 SS1002
 SS1002.The modeled gravity was interpolated from observed gravity values.
 SS1002
 SS1002;                    North         East    Units  Estimated Accuracy
 SS1002;SPC MT       -   353,330.      421,520.      MT  (+/- 180 meters Scaled)
 SS1002
 SS1002                          SUPERSEDED SURVEY CONTROL
 SS1002
 SS1002  NGVD 29 (??/??/92) 1101.341  (m)         3613.32   (f) ADJ UNCH    2 0
 SS1002
 SS1002.Superseded values are not recommended for survey control.
 SS1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1002.See file dsdata.txt to determine how the superseded data were derived.
 SS1002
 SS1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT346505(NAD 83)
 SS1002_MARKER: DR = REFERENCE MARK DISK
 SS1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1002_STAMPING: G 3 Y NO. 2 1961
 SS1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1002+STABILITY: SURFACE MOTION
 SS1002
 SS1002  HISTORY     - Date     Condition        Report By
 SS1002  HISTORY     - 1961     MONUMENTED       CGS
 SS1002
 SS1002                          STATION DESCRIPTION
 SS1002
 SS1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1002'11.3 MI S FROM SIMMS.
 SS1002'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1002'HIGHWAY 21 AT SIMMS, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE
 SS1002'5.6 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.75 MILES NORTHEAST
 SS1002'ALONG A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ACROSS COUNTRY TO A HOUSE,
 SS1002'THENCE 0.5 MILE SOUTHEAST ACROSS COUNTRY, 0.1 MILE NORTH OF A FENCE
 SS1002'LINE, ON A LARGE FLAT KNOLL, 49.82 FEET SOUTH-SOUTHWEST OF G 3 Y,
 SS1002'83.71 FEET WEST-SOUTHWEST OF G 3 Y R.M. 1, AND SET IN THE TOP OF A
 SS1002'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0011 ***********************************************************************
 SP0011  DESIGNATION -  G 30
 SP0011  PID         -  SP0011
 SP0011  STATE/COUNTY-  MT/RICHLAND
 SP0011  USGS QUAD   -  PICHE (1966)
 SP0011
 SP0011                         *CURRENT SURVEY CONTROL
 SP0011  ___________________________________________________________________
 SP0011* NAD 83(1986)-  47 37 11.     (N)    104 13 22.     (W)     SCALED    
 SP0011* NAVD 88     -       586.755  (meters)    1925.05   (feet)  POSTED    
 SP0011  ___________________________________________________________________
 SP0011  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 SP0011  DYNAMIC HT  -         586.810 (meters)    1925.23  (feet)  COMP
 SP0011  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 SP0011
 SP0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SP0011
 SP0011.The horizontal coordinates were scaled from a topographic map and have
 SP0011.an estimated accuracy of +/- 6 seconds.
 SP0011
 SP0011.The orthometric height was determined by differential leveling
 SP0011.and adjusted by the National Geodetic Survey in 1992..
 SP0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SP0011.rate of 0.0 thru 1.0 mm/km.
 SP0011
 SP0011.The geoid height was determined by GEOID03.
 SP0011
 SP0011.The dynamic height is computed by dividing the NAVD 88
 SP0011.geopotential number by the normal gravity value computed on the
 SP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0011.degrees latitude (g = 980.6199 gals.).
 SP0011
 SP0011.The modeled gravity was interpolated from observed gravity values.
 SP0011
 SP0011;                    North         East    Units  Estimated Accuracy
 SP0011;SPC MT       -   387,790.      996,180.      MT  (+/- 180 meters Scaled)
 SP0011
 SP0011                          SUPERSEDED SURVEY CONTROL
 SP0011
 SP0011  NGVD 29 (??/??/92)  586.226  (m)         1923.31   (f) ADJ UNCH    1 2
 SP0011
 SP0011.Superseded values are not recommended for survey control.
 SP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0011.See file dsdata.txt to determine how the superseded data were derived.
 SP0011
 SP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN584743(NAD 83)
 SP0011_MARKER: DB = BENCH MARK DISK
 SP0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0011_STAMPING: 1923.310
 SP0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0011+STABILITY: SURFACE MOTION
 SP0011
 SP0011  HISTORY     - Date     Condition        Report By
 SP0011  HISTORY     - UNK      MONUMENTED       CGS
 SP0011  HISTORY     - 1915     GOOD             NGS
 SP0011  HISTORY     - 1966     MARK NOT FOUND   USGS
 SP0011
 SP0011                          STATION DESCRIPTION
 SP0011
 SP0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1915
 SP0011'3 MI N FROM CRANE.
 SP0011'3 MILES NORTH ALONG NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SP0011'CRANE, RICHLAND COUNTY, AT MILEAGE 46.5, AT A STATE HIGHWAY CROSSING,
 SP0011'AND IN AN ANGLE OF THE FENCE.  A STANDARD DISK, STAMPED 1923.310 AND
 SP0011'SET IN THE TOP OF A CONCRETE POST.
 SP0011
 SP0011                          STATION RECOVERY (1966)
 SP0011
 SP0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SP0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0144 ***********************************************************************
 RY0144  DESIGNATION -  G 300
 RY0144  PID         -  RY0144
 RY0144  STATE/COUNTY-  MT/RAVALLI
 RY0144  USGS QUAD   -  TENMILE LAKE (1964)
 RY0144
 RY0144                         *CURRENT SURVEY CONTROL
 RY0144  ___________________________________________________________________
 RY0144* NAD 83(1986)-  46 08 19.     (N)    114 25 14.     (W)     SCALED    
 RY0144* NAVD 88     -      1616.579  (meters)    5303.73   (feet)  ADJUSTED  
 RY0144  ___________________________________________________________________
 RY0144  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 RY0144  DYNAMIC HT  -        1615.989 (meters)    5301.79  (feet)  COMP
 RY0144  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 RY0144
 RY0144  VERT ORDER  -  SECOND    CLASS 0
 RY0144
 RY0144.The horizontal coordinates were scaled from a topographic map and have
 RY0144.an estimated accuracy of +/- 6 seconds.
 RY0144
 RY0144.The orthometric height was determined by differential leveling
 RY0144.and adjusted by the National Geodetic Survey in June 1991..
 RY0144
 RY0144.The geoid height was determined by GEOID03.
 RY0144
 RY0144.The dynamic height is computed by dividing the NAVD 88
 RY0144.geopotential number by the normal gravity value computed on the
 RY0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0144.degrees latitude (g = 980.6199 gals.).
 RY0144
 RY0144.The modeled gravity was interpolated from observed gravity values.
 RY0144
 RY0144;                    North         East    Units  Estimated Accuracy
 RY0144;SPC MT       -   221,810.      220,230.      MT  (+/- 180 meters Scaled)
 RY0144
 RY0144                          SUPERSEDED SURVEY CONTROL
 RY0144
 RY0144  NGVD 29 (??/??/92) 1615.376  (m)         5299.78   (f) ADJ UNCH    2 0
 RY0144
 RY0144.Superseded values are not recommended for survey control.
 RY0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0144.See file dsdata.txt to determine how the superseded data were derived.
 RY0144
 RY0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM992126(NAD 83)
 RY0144_MARKER: DB = BENCH MARK DISK
 RY0144_SETTING: 80 = SET IN A BOULDER
 RY0144_STAMPING: G 300 1964
 RY0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0144+STABILITY: SURFACE MOTION
 RY0144
 RY0144  HISTORY     - Date     Condition        Report By
 RY0144  HISTORY     - 1964     MONUMENTED       CGS
 RY0144  HISTORY     - 1965     GOOD             NGS
 RY0144
 RY0144                          STATION DESCRIPTION
 RY0144
 RY0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0144'21.0 MI NW FROM DARBY.
 RY0144'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0144'THENCE 14.0 MILES WEST ALONG LOST HORSE ROAD, IN THE TOP AND 4.0 FEET
 RY0144'NORTHEAST OF THE SOUTHWEST CORNER OF AN 18-FOOT LONG BOULDER
 RY0144'PROJECTING ABOUT 4 1/2 FEET ABOVE THE GROUND, 24 FEET NORTH OF THE
 RY0144'CENTER LINE OF THE ROAD, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0264 ***********************************************************************
 TJ0264  DESIGNATION -  G 31
 TJ0264  PID         -  TJ0264
 TJ0264  STATE/COUNTY-  MT/VALLEY
 TJ0264  USGS QUAD   -  JONES COULEE (1984)
 TJ0264
 TJ0264                         *CURRENT SURVEY CONTROL
 TJ0264  ___________________________________________________________________
 TJ0264* NAD 83(1986)-  48 30 29.     (N)    107 04 24.     (W)     SCALED    
 TJ0264* NAVD 88     -       730.379  (meters)    2396.25   (feet)  POSTED    
 TJ0264  ___________________________________________________________________
 TJ0264  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 TJ0264  DYNAMIC HT  -         730.480 (meters)    2396.58  (feet)  COMP
 TJ0264  MODELED GRAV-     980,730.6   (mgal)                       NAVD 88
 TJ0264
 TJ0264  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0264
 TJ0264.The horizontal coordinates were scaled from a topographic map and have
 TJ0264.an estimated accuracy of +/- 6 seconds.
 TJ0264
 TJ0264.The orthometric height was determined by differential leveling
 TJ0264.and adjusted by the National Geodetic Survey in 1992..
 TJ0264.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0264.rate of 0.0 thru 1.0 mm/km.
 TJ0264
 TJ0264.The geoid height was determined by GEOID03.
 TJ0264
 TJ0264.The dynamic height is computed by dividing the NAVD 88
 TJ0264.geopotential number by the normal gravity value computed on the
 TJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0264.degrees latitude (g = 980.6199 gals.).
 TJ0264
 TJ0264.The modeled gravity was interpolated from observed gravity values.
 TJ0264
 TJ0264;                    North         East    Units  Estimated Accuracy
 TJ0264;SPC MT       -   475,950.      779,230.      MT  (+/- 180 meters Scaled)
 TJ0264
 TJ0264                          SUPERSEDED SURVEY CONTROL
 TJ0264
 TJ0264  NGVD 29 (??/??/92)  729.710  (m)         2394.06   (f) ADJ UNCH    1 2
 TJ0264
 TJ0264.Superseded values are not recommended for survey control.
 TJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0264.See file dsdata.txt to determine how the superseded data were derived.
 TJ0264
 TJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP468748(NAD 83)
 TJ0264_MARKER: DB = BENCH MARK DISK
 TJ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0264_STAMPING: G 31 1921
 TJ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0264+STABILITY: SURFACE MOTION
 TJ0264
 TJ0264  HISTORY     - Date     Condition        Report By
 TJ0264  HISTORY     - 1921     MONUMENTED       CGS
 TJ0264  HISTORY     - 1934     MARK NOT FOUND   NGS
 TJ0264  HISTORY     - 1976     MARK NOT FOUND   USGS
 TJ0264
 TJ0264                          STATION DESCRIPTION
 TJ0264
 TJ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0264'8.5 MI N FROM HINSDALE.
 TJ0264'8.5 MILES NORTH ALONG A GRADED ROAD FROM HINSDALE, VALLEY COUNTY, ON
 TJ0264'THE WEST SIDE OF THE MAIL ROAD, AND AT THE POINT WHERE THE FIRST
 TJ0264'EAST-AND-WEST FENCE NORTH OF THE FRED MEYER RANCHHOUSE JOINS THE FENCE
 TJ0264'ON THE WEST SIDE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 TJ0264'NOTE-- NO EAST-AND-WEST FENCE NEAR THE POINT DESCRIBED.
 TJ0264
 TJ0264                          STATION RECOVERY (1976)
 TJ0264
 TJ0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0539 ***********************************************************************
 RX0539  DESIGNATION -  G 311
 RX0539  PID         -  RX0539
 RX0539  STATE/COUNTY-  MT/GRANITE
 RX0539  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0539
 RX0539                         *CURRENT SURVEY CONTROL
 RX0539  ___________________________________________________________________
 RX0539* NAD 83(1986)-  46 42 00.     (N)    113 26 45.     (W)     SCALED    
 RX0539* NAVD 88     -      1135.089  (meters)    3724.04   (feet)  ADJUSTED  
 RX0539  ___________________________________________________________________
 RX0539  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 RX0539  DYNAMIC HT  -        1134.848 (meters)    3723.25  (feet)  COMP
 RX0539  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 RX0539
 RX0539  VERT ORDER  -  FIRST     CLASS II
 RX0539
 RX0539.The horizontal coordinates were scaled from a topographic map and have
 RX0539.an estimated accuracy of +/- 6 seconds.
 RX0539
 RX0539.The orthometric height was determined by differential leveling
 RX0539.and adjusted by the National Geodetic Survey in June 1991..
 RX0539
 RX0539.The geoid height was determined by GEOID03.
 RX0539
 RX0539.The dynamic height is computed by dividing the NAVD 88
 RX0539.geopotential number by the normal gravity value computed on the
 RX0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0539.degrees latitude (g = 980.6199 gals.).
 RX0539
 RX0539.The modeled gravity was interpolated from observed gravity values.
 RX0539
 RX0539;                    North         East    Units  Estimated Accuracy
 RX0539;SPC MT       -   279,840.      298,530.      MT  (+/- 180 meters Scaled)
 RX0539
 RX0539                          SUPERSEDED SURVEY CONTROL
 RX0539
 RX0539  NGVD 29 (??/??/92) 1134.001  (m)         3720.47   (f) ADJ UNCH    1 2
 RX0539
 RX0539.Superseded values are not recommended for survey control.
 RX0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0539.See file dsdata.txt to determine how the superseded data were derived.
 RX0539
 RX0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS130747(NAD 83)
 RX0539_MARKER: DB = BENCH MARK DISK
 RX0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0539_SP_SET: ABUTMENT
 RX0539_STAMPING: G 311 1959
 RX0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0539
 RX0539  HISTORY     - Date     Condition        Report By
 RX0539  HISTORY     - 1959     MONUMENTED       CGS
 RX0539  HISTORY     - 1979     GOOD             NGS
 RX0539
 RX0539                          STATION DESCRIPTION
 RX0539
 RX0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0539'6.1 MI W FROM BEARMOUTH.
 RX0539'ABOUT 6.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0539'STATION AT BEARMOUTH, 8 POLES WEST OF MILEPOST 87, IN SECTION 23, T 11
 RX0539'N, R 15 W, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 RX0539'OF A STEEL GIRDER BRIDGE OVER THE CLARK FORK RIVER, 20 FEET NORTH OF
 RX0539'THE NORTH RAIL OF THE MAIN TRACK, 6 FEET NORTH OF THE NORTH RAIL OF A
 RX0539'SIDE TRACK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 RX0539
 RX0539                          STATION RECOVERY (1979)
 RX0539
 RX0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0539'CHANGE MILEAGE HEADING TO--16.75 MILES SOUTHEAST ALONG US HIGHWAY 90
 RX0539'FROM ITS OVERPASS AT CLINTON,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0508 ***********************************************************************
 RX0508  DESIGNATION -  G 312
 RX0508  PID         -  RX0508
 RX0508  STATE/COUNTY-  MT/GRANITE
 RX0508  USGS QUAD   -  HALL (1989)
 RX0508
 RX0508                         *CURRENT SURVEY CONTROL
 RX0508  ___________________________________________________________________
 RX0508* NAD 83(1986)-  46 37 06.     (N)    113 10 31.     (W)     SCALED    
 RX0508* NAVD 88     -      1250.289  (meters)    4101.99   (feet)  ADJUSTED  
 RX0508  ___________________________________________________________________
 RX0508  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 RX0508  DYNAMIC HT  -        1249.997 (meters)    4101.03  (feet)  COMP
 RX0508  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 RX0508
 RX0508  VERT ORDER  -  FIRST     CLASS II
 RX0508
 RX0508.The horizontal coordinates were scaled from a topographic map and have
 RX0508.an estimated accuracy of +/- 6 seconds.
 RX0508
 RX0508.The orthometric height was determined by differential leveling
 RX0508.and adjusted by the National Geodetic Survey in June 1991..
 RX0508
 RX0508.The geoid height was determined by GEOID03.
 RX0508
 RX0508.The dynamic height is computed by dividing the NAVD 88
 RX0508.geopotential number by the normal gravity value computed on the
 RX0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0508.degrees latitude (g = 980.6199 gals.).
 RX0508
 RX0508.The modeled gravity was interpolated from observed gravity values.
 RX0508
 RX0508;                    North         East    Units  Estimated Accuracy
 RX0508;SPC MT       -   269,770.      318,760.      MT  (+/- 180 meters Scaled)
 RX0508
 RX0508                          SUPERSEDED SURVEY CONTROL
 RX0508
 RX0508  NGVD 29 (??/??/92) 1249.179  (m)         4098.35   (f) ADJ UNCH    1 2
 RX0508
 RX0508.Superseded values are not recommended for survey control.
 RX0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0508.See file dsdata.txt to determine how the superseded data were derived.
 RX0508
 RX0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS334650(NAD 83)
 RX0508_MARKER: DB = BENCH MARK DISK
 RX0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0508_STAMPING: G 312 1959
 RX0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0508+STABILITY: SURFACE MOTION
 RX0508
 RX0508  HISTORY     - Date     Condition        Report By
 RX0508  HISTORY     - 1959     MONUMENTED       CGS
 RX0508  HISTORY     - 1979     GOOD             NGS
 RX0508
 RX0508                          STATION DESCRIPTION
 RX0508
 RX0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0508'3.85 MI S FROM DRUMMOND.
 RX0508'ABOUT 3.85 MILES SOUTH ALONG U. S. HIGHWAY 10A FROM THE NORTHERN
 RX0508'PACIFIC RAILROAD STATION AT DRUMMOND, OR ABOUT 2.6 MILES NORTH ALONG
 RX0508'U. S. HIGHWAY 10A FROM THE NORTHERN PACIFIC RAILROAD STATION AT HALL,
 RX0508'70 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE SOUTHWEST 1/4
 RX0508'OF SECTION 13, T 10 N, R 13 W, 134 FEET WEST OF THE WEST RAIL OF THE
 RX0508'BRANCH LINE OF THE NORTHERN PACIFIC RAILROAD, 68 FEET SOUTHWEST OF A
 RX0508'POWER POLE, 57 FEET SOUTHWEST OF A FENCE CORNER, 54 FEET NORTHWEST OF
 RX0508'THE CENTER LINE OF A GRAVELED ROAD LEADING TO THE DRUMMOND AIRPORT, 1
 RX0508'1/2 FEET SOUTH-SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL
 RX0508'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 RX0508
 RX0508                          STATION RECOVERY (1979)
 RX0508
 RX0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0508'BENCHMARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0411 ***********************************************************************
 RX0411  DESIGNATION -  G 313
 RX0411  PID         -  RX0411
 RX0411  STATE/COUNTY-  MT/POWELL
 RX0411  USGS QUAD   -  DEER LODGE (1989)
 RX0411
 RX0411                         *CURRENT SURVEY CONTROL
 RX0411  ___________________________________________________________________
 RX0411* NAD 83(1986)-  46 27 39.     (N)    112 43 45.     (W)     SCALED    
 RX0411* NAVD 88     -      1354.523  (meters)    4443.96   (feet)  POSTED    
 RX0411  ___________________________________________________________________
 RX0411  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0411  DYNAMIC HT  -        1354.170 (meters)    4442.81  (feet)  COMP
 RX0411  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 RX0411
 RX0411  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RX0411
 RX0411.The horizontal coordinates were scaled from a topographic map and have
 RX0411.an estimated accuracy of +/- 6 seconds.
 RX0411
 RX0411.The orthometric height was determined by differential leveling
 RX0411.and adjusted by the National Geodetic Survey in 1992..
 RX0411.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RX0411.rate of 1.1 thru 2.0 mm/km.
 RX0411
 RX0411.The geoid height was determined by GEOID03.
 RX0411
 RX0411.The dynamic height is computed by dividing the NAVD 88
 RX0411.geopotential number by the normal gravity value computed on the
 RX0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0411.degrees latitude (g = 980.6199 gals.).
 RX0411
 RX0411.The modeled gravity was interpolated from observed gravity values.
 RX0411
 RX0411;                    North         East    Units  Estimated Accuracy
 RX0411;SPC MT       -   250,790.      352,150.      MT  (+/- 180 meters Scaled)
 RX0411
 RX0411                          SUPERSEDED SURVEY CONTROL
 RX0411
 RX0411  NGVD 29 (??/??/92) 1353.347  (m)         4440.11   (f) ADJ UNCH    1 2
 RX0411
 RX0411.Superseded values are not recommended for survey control.
 RX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0411.See file dsdata.txt to determine how the superseded data were derived.
 RX0411
 RX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS672467(NAD 83)
 RX0411_MARKER: DB = BENCH MARK DISK
 RX0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0411_STAMPING: G 313 1959
 RX0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0411+STABILITY: SURFACE MOTION
 RX0411
 RX0411  HISTORY     - Date     Condition        Report By
 RX0411  HISTORY     - 1959     MONUMENTED       CGS
 RX0411
 RX0411                          STATION DESCRIPTION
 RX0411
 RX0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0411'4.35 MI N FROM DEER LODGE.
 RX0411'ABOUT 4.35 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0411'STATION AT DEER LODGE, OR ABOUT 6.75 MILES SOUTHEAST ALONG THE
 RX0411'NORTHERN PACIFIC RAILROAD FROM THE STATION AT GARRISON, IN SECTION 9,
 RX0411'R 9 W, T 8 N, 5 POLES SOUTH OF MILEPOST 45, 150 FEET WEST AND ACROSS
 RX0411'THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD FROM THE WEST
 RX0411'RAIL OF THE NORTHERN PACIFIC RAILROAD, 49 FEET WEST OF THE WEST RAIL
 RX0411'OF THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD, 1.7 FEET
 RX0411'WEST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 RX0411'LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 RX0411'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0367 ***********************************************************************
 RX0367  DESIGNATION -  G 314
 RX0367  PID         -  RX0367
 RX0367  STATE/COUNTY-  MT/DEER LODGE
 RX0367  USGS QUAD   -  OPPORTUNITY (1989)
 RX0367
 RX0367                         *CURRENT SURVEY CONTROL
 RX0367  ___________________________________________________________________
 RX0367* NAD 83(1986)-  46 05 32.     (N)    112 47 55.     (W)     SCALED    
 RX0367* NAVD 88     -      1512.643  (meters)    4962.73   (feet)  ADJUSTED  
 RX0367  ___________________________________________________________________
 RX0367  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 RX0367  DYNAMIC HT  -        1512.110 (meters)    4960.98  (feet)  COMP
 RX0367  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 RX0367
 RX0367  VERT ORDER  -  FIRST     CLASS II
 RX0367
 RX0367.The horizontal coordinates were scaled from a topographic map and have
 RX0367.an estimated accuracy of +/- 6 seconds.
 RX0367
 RX0367.The orthometric height was determined by differential leveling
 RX0367.and adjusted by the National Geodetic Survey in June 1991..
 RX0367
 RX0367.The geoid height was determined by GEOID03.
 RX0367
 RX0367.The dynamic height is computed by dividing the NAVD 88
 RX0367.geopotential number by the normal gravity value computed on the
 RX0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0367.degrees latitude (g = 980.6199 gals.).
 RX0367
 RX0367.The modeled gravity was interpolated from observed gravity values.
 RX0367
 RX0367;                    North         East    Units  Estimated Accuracy
 RX0367;SPC MT       -   210,090.      345,100.      MT  (+/- 180 meters Scaled)
 RX0367
 RX0367                          SUPERSEDED SURVEY CONTROL
 RX0367
 RX0367  NGVD 29 (??/??/92) 1511.418  (m)         4958.71   (f) ADJ UNCH    1 2
 RX0367
 RX0367.Superseded values are not recommended for survey control.
 RX0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0367.See file dsdata.txt to determine how the superseded data were derived.
 RX0367
 RX0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS609058(NAD 83)
 RX0367_MARKER: DB = BENCH MARK DISK
 RX0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0367_STAMPING: G 314 1959
 RX0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0367+STABILITY: SURFACE MOTION
 RX0367
 RX0367  HISTORY     - Date     Condition        Report By
 RX0367  HISTORY     - 1959     MONUMENTED       CGS
 RX0367
 RX0367                          STATION DESCRIPTION
 RX0367
 RX0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0367'6.2 MI S FROM WARM SPRINGS.
 RX0367'ABOUT 6.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0367'STATION AT WARM SPRINGS, IN THE NORTHEAST CORNER OF SECTION 23, R 10
 RX0367'W, T 4 N, 47 FEET EAST OF THE EAST RAIL, 37 FEET EAST OF MILEPOST 19,
 RX0367'49 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 10S, 46 FEET
 RX0367'SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, 1.6 FEET
 RX0367'SOUTH OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE
 RX0367'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0300 ***********************************************************************
 RX0300  DESIGNATION -  G 315
 RX0300  PID         -  RX0300
 RX0300  STATE/COUNTY-  MT/JEFFERSON
 RX0300  USGS QUAD   -  ELK PARK PASS (1996)
 RX0300
 RX0300                         *CURRENT SURVEY CONTROL
 RX0300  ___________________________________________________________________
 RX0300* NAD 83(1986)-  46 04 52.     (N)    112 25 43.     (W)     SCALED    
 RX0300* NAVD 88     -      1930.488  (meters)    6333.61   (feet)  ADJUSTED  
 RX0300  ___________________________________________________________________
 RX0300  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RX0300  DYNAMIC HT  -        1929.678 (meters)    6330.95  (feet)  COMP
 RX0300  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 RX0300
 RX0300  VERT ORDER  -  FIRST     CLASS II
 RX0300
 RX0300.The horizontal coordinates were scaled from a topographic map and have
 RX0300.an estimated accuracy of +/- 6 seconds.
 RX0300
 RX0300.The orthometric height was determined by differential leveling
 RX0300.and adjusted by the National Geodetic Survey in June 1991..
 RX0300
 RX0300.The geoid height was determined by GEOID03.
 RX0300
 RX0300.The dynamic height is computed by dividing the NAVD 88
 RX0300.geopotential number by the normal gravity value computed on the
 RX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0300.degrees latitude (g = 980.6199 gals.).
 RX0300
 RX0300.The modeled gravity was interpolated from observed gravity values.
 RX0300
 RX0300;                    North         East    Units  Estimated Accuracy
 RX0300;SPC MT       -   207,720.      373,630.      MT  (+/- 180 meters Scaled)
 RX0300
 RX0300                          SUPERSEDED SURVEY CONTROL
 RX0300
 RX0300  NGVD 29 (??/??/92) 1929.148  (m)         6329.21   (f) ADJ UNCH    1 2
 RX0300
 RX0300.Superseded values are not recommended for survey control.
 RX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0300.See file dsdata.txt to determine how the superseded data were derived.
 RX0300
 RX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS895040(NAD 83)
 RX0300_MARKER: DB = BENCH MARK DISK
 RX0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0300_STAMPING: G 315 1959
 RX0300_PROJECTION: PROJECTING 8 CENTIMETERS
 RX0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0300+STABILITY: SURFACE MOTION
 RX0300
 RX0300  HISTORY     - Date     Condition        Report By
 RX0300  HISTORY     - 1959     MONUMENTED       CGS
 RX0300  HISTORY     - 1980     GOOD             NGS
 RX0300
 RX0300                          STATION DESCRIPTION
 RX0300
 RX0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0300'13.0 MI NE FROM BUTTE.
 RX0300'ABOUT 13.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0300'STATION AT BUTTE, IN SECTION 23, R 7 W, T 4 N, 18 POLES NORTH OF
 RX0300'MILEPOST 275, 27 FEET EAST OF THE EAST RAIL, 50 FEET WEST OF THE
 RX0300'CENTER LINE OF U.S. HIGHWAY 91, 12 POLES NORTH OF A ROAD CROSSING, 2
 RX0300'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS AND
 RX0300'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RX0300
 RX0300                          STATION RECOVERY (1980)
 RX0300
 RX0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0300'7.9 KM (4.9 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT
 RX0300'129 OVERPASS IN BUTTE, THENCE 5.0 KM (3.1 MI) WEST AND NORTHEAST
 RX0300'ALONG THE FRONTAGE ROAD, 0.5 KM (0.3 MI) NORTHEAST OF SAWMILL GULCH
 RX0300'ROAD, 16.5 METERS (54.2 FT) NORTH OF A POWER POLE WITH A GUY WIRE,
 RX0300'15.2 METERS (50.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, AND
 RX0300'9.1 METERS (30.0 FT) SOUTHEAST OF THE OLD RAILROAD BED.
 RX0300'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 RX0300'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0313 ***********************************************************************
 RX0313  DESIGNATION -  G 316
 RX0313  PID         -  RX0313
 RX0313  STATE/COUNTY-  MT/JEFFERSON
 RX0313  USGS QUAD   -  BISON CANYON (1996)
 RX0313
 RX0313                         *CURRENT SURVEY CONTROL
 RX0313  ___________________________________________________________________
 RX0313* NAD 83(1986)-  46 13 35.     (N)    112 20 58.     (W)     SCALED    
 RX0313* NAVD 88     -      1761.530  (meters)    5779.29   (feet)  ADJUSTED  
 RX0313  ___________________________________________________________________
 RX0313  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 RX0313  DYNAMIC HT  -        1760.873 (meters)    5777.13  (feet)  COMP
 RX0313  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 RX0313
 RX0313  VERT ORDER  -  FIRST     CLASS II
 RX0313
 RX0313.The horizontal coordinates were scaled from a topographic map and have
 RX0313.an estimated accuracy of +/- 6 seconds.
 RX0313
 RX0313.The orthometric height was determined by differential leveling
 RX0313.and adjusted by the National Geodetic Survey in June 1991..
 RX0313
 RX0313.The geoid height was determined by GEOID03.
 RX0313
 RX0313.The dynamic height is computed by dividing the NAVD 88
 RX0313.geopotential number by the normal gravity value computed on the
 RX0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0313.degrees latitude (g = 980.6199 gals.).
 RX0313
 RX0313.The modeled gravity was interpolated from observed gravity values.
 RX0313
 RX0313;                    North         East    Units  Estimated Accuracy
 RX0313;SPC MT       -   223,630.      380,340.      MT  (+/- 180 meters Scaled)
 RX0313
 RX0313                          SUPERSEDED SURVEY CONTROL
 RX0313
 RX0313  NGVD 29 (??/??/92) 1760.242  (m)         5775.06   (f) ADJ UNCH    1 2
 RX0313
 RX0313.Superseded values are not recommended for survey control.
 RX0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0313.See file dsdata.txt to determine how the superseded data were derived.
 RX0313
 RX0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS959200(NAD 83)
 RX0313_MARKER: DB = BENCH MARK DISK
 RX0313_SETTING: 66 = SET IN ROCK OUTCROP
 RX0313_SP_SET: ROCK LEDGE
 RX0313_STAMPING: G 316 1959
 RX0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0313+STABILITY: POSITION/ELEVATION WELL
 RX0313
 RX0313  HISTORY     - Date     Condition        Report By
 RX0313  HISTORY     - 1959     MONUMENTED       CGS
 RX0313
 RX0313                          STATION DESCRIPTION
 RX0313
 RX0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0313'6.5 MI SW FROM BASIN.
 RX0313'ABOUT 6.5 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0313'STATION AT BASIN, IN SECTION 34, T 6 N, R 6 W, ABOUT 0.25 MILE SOUTH
 RX0313'OF MILEPOST 262, 7 FEET WEST OF THE WEST RAIL, IN THE TOP OF A ROCK
 RX0313'LEDGE IN THE WEST BANK OF A CUT, 36 FEET SOUTH OF THE NORTH END OF THE
 RX0313'CUT, 1 1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0231 ***********************************************************************
 QY0231  DESIGNATION -  G 317
 QY0231  PID         -  QY0231
 QY0231  STATE/COUNTY-  MT/SILVER BOW
 QY0231  USGS QUAD   -  TUCKER CREEK (1996)
 QY0231
 QY0231                         *CURRENT SURVEY CONTROL
 QY0231  ___________________________________________________________________
 QY0231* NAD 83(1986)-  45 52 16.     (N)    112 40 22.     (W)     SCALED    
 QY0231* NAVD 88     -      1758.372  (meters)    5768.93   (feet)  ADJUSTED  
 QY0231  ___________________________________________________________________
 QY0231  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 QY0231  DYNAMIC HT  -        1757.647 (meters)    5766.55  (feet)  COMP
 QY0231  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 QY0231
 QY0231  VERT ORDER  -  FIRST     CLASS II
 QY0231
 QY0231.The horizontal coordinates were scaled from a topographic map and have
 QY0231.an estimated accuracy of +/- 6 seconds.
 QY0231
 QY0231.The orthometric height was determined by differential leveling
 QY0231.and adjusted by the National Geodetic Survey in June 1991..
 QY0231
 QY0231.The geoid height was determined by GEOID03.
 QY0231
 QY0231.The dynamic height is computed by dividing the NAVD 88
 QY0231.geopotential number by the normal gravity value computed on the
 QY0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0231.degrees latitude (g = 980.6199 gals.).
 QY0231
 QY0231.The modeled gravity was interpolated from observed gravity values.
 QY0231
 QY0231;                    North         East    Units  Estimated Accuracy
 QY0231;SPC MT       -   185,150.      353,830.      MT  (+/- 180 meters Scaled)
 QY0231
 QY0231                          SUPERSEDED SURVEY CONTROL
 QY0231
 QY0231  NGVD 29 (??/??/92) 1757.081  (m)         5764.69   (f) ADJ UNCH    1 2
 QY0231
 QY0231.Superseded values are not recommended for survey control.
 QY0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0231.See file dsdata.txt to determine how the superseded data were derived.
 QY0231
 QY0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR701810(NAD 83)
 QY0231_MARKER: DB = BENCH MARK DISK
 QY0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0231_STAMPING: G 317 1959
 QY0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0231+STABILITY: SURFACE MOTION
 QY0231
 QY0231  HISTORY     - Date     Condition        Report By
 QY0231  HISTORY     - 1959     MONUMENTED       CGS
 QY0231  HISTORY     - 1967     GOOD             NGS
 QY0231  HISTORY     - 19870804 MARK NOT FOUND   USPSQD
 QY0231
 QY0231                          STATION DESCRIPTION
 QY0231
 QY0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0231'10.85 MI S FROM SILVER BOW.
 QY0231'10.15 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0231'SILVER BOW, THENCE ABOUT 0.7 MILE EAST ALONG A GRAVELED ROAD, IN
 QY0231'SECTION 2, R 9 W, T 1 N, 166 FEET WEST OF THE CENTER LINE OF U. S.
 QY0231'HIGHWAY 91, 158 FEET NORTHWEST OF A POWER POLE, 29 FEET SOUTH OF THE
 QY0231'CENTER LINE OF A GRAVELED ROAD LEADING WEST, 23 FEET SOUTH OF THE
 QY0231'SOUTH END OF A STEEL CATTLE GUARD, 1 1/2 FEET WEST OF A FENCE CORNER,
 QY0231'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QY0231
 QY0231                          STATION RECOVERY (1967)
 QY0231
 QY0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QY0231'RECOVERED IN GOOD CONDITION.
 QY0231
 QY0231                          STATION RECOVERY (1987)
 QY0231
 QY0231'RECOVERY NOTE BY US POWER SQUADRON 1987 (BAS)
 QY0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0263 ***********************************************************************
 PZ0263  DESIGNATION -  G 318
 PZ0263  PID         -  PZ0263
 PZ0263  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0263  USGS QUAD   -  DELL (1979)
 PZ0263
 PZ0263                         *CURRENT SURVEY CONTROL
 PZ0263  ___________________________________________________________________
 PZ0263* NAD 83(1986)-  44 43 32.     (N)    112 42 45.     (W)     SCALED    
 PZ0263* NAVD 88     -      1832.827  (meters)    6013.20   (feet)  ADJUSTED  
 PZ0263  ___________________________________________________________________
 PZ0263  GEOID HEIGHT-         -10.48  (meters)                     GEOID03
 PZ0263  DYNAMIC HT  -        1831.885 (meters)    6010.11  (feet)  COMP
 PZ0263  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 PZ0263
 PZ0263  VERT ORDER  -  FIRST     CLASS II
 PZ0263
 PZ0263.The horizontal coordinates were scaled from a topographic map and have
 PZ0263.an estimated accuracy of +/- 6 seconds.
 PZ0263
 PZ0263.The orthometric height was determined by differential leveling
 PZ0263.and adjusted by the National Geodetic Survey in June 1991..
 PZ0263
 PZ0263.The geoid height was determined by GEOID03.
 PZ0263
 PZ0263.The dynamic height is computed by dividing the NAVD 88
 PZ0263.geopotential number by the normal gravity value computed on the
 PZ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0263.degrees latitude (g = 980.6199 gals.).
 PZ0263
 PZ0263.The modeled gravity was interpolated from observed gravity values.
 PZ0263
 PZ0263;                    North         East    Units  Estimated Accuracy
 PZ0263;SPC MT       -    58,080.      345,530.      MT  (+/- 180 meters Scaled)
 PZ0263
 PZ0263                          SUPERSEDED SURVEY CONTROL
 PZ0263
 PZ0263  NGVD 29 (??/??/92) 1831.568  (m)         6009.07   (f) ADJ UNCH    1 2
 PZ0263
 PZ0263.Superseded values are not recommended for survey control.
 PZ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0263.See file dsdata.txt to determine how the superseded data were derived.
 PZ0263
 PZ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ643538(NAD 83)
 PZ0263_MARKER: DB = BENCH MARK DISK
 PZ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0263_STAMPING: G 318 1962
 PZ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0263+STABILITY: SURFACE MOTION
 PZ0263
 PZ0263  HISTORY     - Date     Condition        Report By
 PZ0263  HISTORY     - 1962     MONUMENTED       CGS
 PZ0263
 PZ0263                          STATION DESCRIPTION
 PZ0263
 PZ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0263'0.8 MI W FROM DELL.
 PZ0263'0.2 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0263'AT DELL, THENCE 0.6 MILE WEST ALONG A COUNTY ROAD, AT THE SOUTHEAST
 PZ0263'CORNER OF THE DELL AIRPORT, 20 FEET NORTH OF THE CENTER LINE OF THE
 PZ0263'ROAD, 2.8 FEET NORTHWEST OF A T JUNCTION FENCE CORNER, 1.7 FEET NORTH
 PZ0263'OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, ABOUT 0.5 FOOT HIGHER
 PZ0263'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 PZ0263'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0021 ***********************************************************************
 PZ0021  DESIGNATION -  G 319
 PZ0021  PID         -  PZ0021
 PZ0021  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0021  USGS QUAD   -  SNOWLINE (1968)
 PZ0021
 PZ0021                         *CURRENT SURVEY CONTROL
 PZ0021  ___________________________________________________________________
 PZ0021* NAD 83(1986)-  44 34 43.     (N)    112 24 12.     (W)     SCALED    
 PZ0021* NAVD 88     -      2028.428  (meters)    6654.93   (feet)  ADJUSTED  
 PZ0021  ___________________________________________________________________
 PZ0021  GEOID HEIGHT-         -10.08  (meters)                     GEOID03
 PZ0021  DYNAMIC HT  -        2027.249 (meters)    6651.07  (feet)  COMP
 PZ0021  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 PZ0021
 PZ0021  VERT ORDER  -  FIRST     CLASS II
 PZ0021
 PZ0021.The horizontal coordinates were scaled from a topographic map and have
 PZ0021.an estimated accuracy of +/- 6 seconds.
 PZ0021
 PZ0021.The orthometric height was determined by differential leveling
 PZ0021.and adjusted by the National Geodetic Survey in June 1991..
 PZ0021
 PZ0021.The geoid height was determined by GEOID03.
 PZ0021
 PZ0021.The dynamic height is computed by dividing the NAVD 88
 PZ0021.geopotential number by the normal gravity value computed on the
 PZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0021.degrees latitude (g = 980.6199 gals.).
 PZ0021
 PZ0021.The modeled gravity was interpolated from observed gravity values.
 PZ0021
 PZ0021;                    North         East    Units  Estimated Accuracy
 PZ0021;SPC MT       -    40,800.      369,400.      MT  (+/- 180 meters Scaled)
 PZ0021
 PZ0021                          SUPERSEDED SURVEY CONTROL
 PZ0021
 PZ0021  NGVD 29 (??/??/92) 2027.056  (m)         6650.43   (f) ADJ UNCH    1 2
 PZ0021
 PZ0021.Superseded values are not recommended for survey control.
 PZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0021.See file dsdata.txt to determine how the superseded data were derived.
 PZ0021
 PZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ885370(NAD 83)
 PZ0021_MARKER: DB = BENCH MARK DISK
 PZ0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0021_SP_SET: CULVERT
 PZ0021_STAMPING: G 319 1962
 PZ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0021
 PZ0021  HISTORY     - Date     Condition        Report By
 PZ0021  HISTORY     - 1962     MONUMENTED       CGS
 PZ0021  HISTORY     - 1968     GOOD             NGS
 PZ0021
 PZ0021                          STATION DESCRIPTION
 PZ0021
 PZ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0021'4.7 MI NW FROM MONIDA.
 PZ0021'4.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0021'AT MONIDA, IN THE TOP AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST END OF
 PZ0021'THE EAST-SOUTHEAST STONE ABUTMENT OF CULVERT 269.40, 12 FEET
 PZ0021'NORTH-NORTHEAST OF THE NEAR RAIL, AND ABOUT 2 FEET LOWER THAN THE
 PZ0021'TRACK.
 PZ0021
 PZ0021                          STATION RECOVERY (1968)
 PZ0021
 PZ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PZ0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0059 ***********************************************************************
 QX0059  DESIGNATION -  G 32
 QX0059  PID         -  QX0059
 QX0059  STATE/COUNTY-  MT/PARK
 QX0059  USGS QUAD   -  PRAY (1988)
 QX0059
 QX0059                         *CURRENT SURVEY CONTROL
 QX0059  ___________________________________________________________________
 QX0059* NAD 83(1986)-  45 25 01.     (N)    110 41 08.     (W)     SCALED    
 QX0059* NAVD 88     -      1475.653  (meters)    4841.37   (feet)  POSTED    
 QX0059  ___________________________________________________________________
 QX0059  GEOID HEIGHT-          -9.74  (meters)                     GEOID03
 QX0059  DYNAMIC HT  -        1475.050 (meters)    4839.39  (feet)  COMP
 QX0059  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 QX0059
 QX0059  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QX0059
 QX0059.The horizontal coordinates were scaled from a topographic map and have
 QX0059.an estimated accuracy of +/- 6 seconds.
 QX0059
 QX0059.The orthometric height was determined by differential leveling
 QX0059.and adjusted by the National Geodetic Survey in 1992..
 QX0059.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QX0059.rate of 1.1 thru 2.0 mm/km.
 QX0059
 QX0059.The geoid height was determined by GEOID03.
 QX0059
 QX0059.The dynamic height is computed by dividing the NAVD 88
 QX0059.geopotential number by the normal gravity value computed on the
 QX0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0059.degrees latitude (g = 980.6199 gals.).
 QX0059
 QX0059.The modeled gravity was interpolated from observed gravity values.
 QX0059
 QX0059;                    North         East    Units  Estimated Accuracy
 QX0059;SPC MT       -   130,400.      507,230.      MT  (+/- 180 meters Scaled)
 QX0059
 QX0059                          SUPERSEDED SURVEY CONTROL
 QX0059
 QX0059.No superseded survey control is available for this station.
 QX0059
 QX0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR246293(NAD 83)
 QX0059_MARKER: DB = BENCH MARK DISK
 QX0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0059_STAMPING: 4837.287 G 32
 QX0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0059+STABILITY: SURFACE MOTION
 QX0059
 QX0059  HISTORY     - Date     Condition        Report By
 QX0059  HISTORY     - UNK      MONUMENTED       CGS
 QX0059  HISTORY     - 1960     MARK NOT FOUND   NGS
 QX0059  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0059
 QX0059                          STATION DESCRIPTION
 QX0059
 QX0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0059'4.3 MI N FROM EMIGRANT.
 QX0059'4.3 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM EMIGRANT, PARK
 QX0059'COUNTY, 0.1 MILE NORTH OF MILEPOST 19, 40 YARDS NORTH OF THE STATION 1
 QX0059'MILE SIGN, 15 YARDS SOUTH OF A PRIVATE ROAD, 12 YARDS EAST OF THE
 QX0059'TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 QX0059'4837.287 G 32 AND SET IN THE TOP OF A CONCRETE POST.
 QX0059
 QX0059                          STATION RECOVERY (1983)
 QX0059
 QX0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0204 ***********************************************************************
 RV0204  DESIGNATION -  G 320
 RV0204  PID         -  RV0204
 RV0204  STATE/COUNTY-  MT/WHEATLAND
 RV0204  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0204
 RV0204                         *CURRENT SURVEY CONTROL
 RV0204  ___________________________________________________________________
 RV0204* NAD 83(1986)-  46 25 24.     (N)    109 24 10.     (W)     SCALED    
 RV0204* NAVD 88     -      1183.215  (meters)    3881.93   (feet)  ADJUSTED  
 RV0204  ___________________________________________________________________
 RV0204  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 RV0204  DYNAMIC HT  -        1183.003 (meters)    3881.24  (feet)  COMP
 RV0204  MODELED GRAV-     980,393.8   (mgal)                       NAVD 88
 RV0204
 RV0204  VERT ORDER  -  FIRST     CLASS II
 RV0204
 RV0204.The horizontal coordinates were scaled from a topographic map and have
 RV0204.an estimated accuracy of +/- 6 seconds.
 RV0204
 RV0204.The orthometric height was determined by differential leveling
 RV0204.and adjusted by the National Geodetic Survey in June 1991..
 RV0204
 RV0204.The geoid height was determined by GEOID03.
 RV0204
 RV0204.The dynamic height is computed by dividing the NAVD 88
 RV0204.geopotential number by the normal gravity value computed on the
 RV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0204.degrees latitude (g = 980.6199 gals.).
 RV0204
 RV0204.The modeled gravity was interpolated from observed gravity values.
 RV0204
 RV0204;                    North         East    Units  Estimated Accuracy
 RV0204;SPC MT       -   241,520.      607,470.      MT  (+/- 180 meters Scaled)
 RV0204
 RV0204                          SUPERSEDED SURVEY CONTROL
 RV0204
 RV0204  NGVD 29 (??/??/92) 1182.339  (m)         3879.06   (f) ADJ UNCH    1 2
 RV0204
 RV0204.Superseded values are not recommended for survey control.
 RV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0204.See file dsdata.txt to determine how the superseded data were derived.
 RV0204
 RV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS227423(NAD 83)
 RV0204_MARKER: DB = BENCH MARK DISK
 RV0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0204_STAMPING: G 320 1962
 RV0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0204+STABILITY: SURFACE MOTION
 RV0204
 RV0204  HISTORY     - Date     Condition        Report By
 RV0204  HISTORY     - 1962     MONUMENTED       CGS
 RV0204
 RV0204                          STATION DESCRIPTION
 RV0204
 RV0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0204'5.35 MI SE FROM HEDGESVILLE.
 RV0204'5.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0204'CROSSING AT HEDGESVILLE, 25 FEET SOUTHEAST OF THE SOUTH-SOUTHWEST END
 RV0204'OF PIPE CULVERT 76.60, 57 FEET WEST-NORTHWEST FROM WHEATLAND-GOLDEN
 RV0204'VALLEY COUNTY LINE MARKER POST, 42 FEET SOUTH-SOUTHWEST OF THE NEAR
 RV0204'RAIL, 13 FEET SOUTH-SOUTHWEST OF A FENCE, 4.5 FEET EAST-SOUTHEAST OF A
 RV0204'TELEPHONE POLE, 1.7 FEET WEST OF A WITNESS POST, ABOUT 10 FEET LOWER
 RV0204'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 RV0204'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0144 ***********************************************************************
 QY0144  DESIGNATION -  G 321
 QY0144  PID         -  QY0144
 QY0144  STATE/COUNTY-  MT/BEAVERHEAD
 QY0144  USGS QUAD   -  BOND (1979)
 QY0144
 QY0144                         *CURRENT SURVEY CONTROL
 QY0144  ___________________________________________________________________
 QY0144* NAD 83(1986)-  45 16 58.     (N)    112 39 23.     (W)     SCALED    
 QY0144* NAVD 88     -      1560.406  (meters)    5119.43   (feet)  ADJUSTED  
 QY0144  ___________________________________________________________________
 QY0144  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 QY0144  DYNAMIC HT  -        1559.765 (meters)    5117.33  (feet)  COMP
 QY0144  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 QY0144
 QY0144  VERT ORDER  -  FIRST     CLASS II
 QY0144
 QY0144.The horizontal coordinates were scaled from a topographic map and have
 QY0144.an estimated accuracy of +/- 6 seconds.
 QY0144
 QY0144.The orthometric height was determined by differential leveling
 QY0144.and adjusted by the National Geodetic Survey in June 1991..
 QY0144
 QY0144.The geoid height was determined by GEOID03.
 QY0144
 QY0144.The dynamic height is computed by dividing the NAVD 88
 QY0144.geopotential number by the normal gravity value computed on the
 QY0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0144.degrees latitude (g = 980.6199 gals.).
 QY0144
 QY0144.The modeled gravity was interpolated from observed gravity values.
 QY0144
 QY0144;                    North         East    Units  Estimated Accuracy
 QY0144;SPC MT       -   119,780.      352,460.      MT  (+/- 180 meters Scaled)
 QY0144
 QY0144                          SUPERSEDED SURVEY CONTROL
 QY0144
 QY0144  NGVD 29 (??/??/92) 1559.238  (m)         5115.60   (f) ADJ UNCH    1 2
 QY0144
 QY0144.Superseded values are not recommended for survey control.
 QY0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0144.See file dsdata.txt to determine how the superseded data were derived.
 QY0144
 QY0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR700156(NAD 83)
 QY0144_MARKER: DB = BENCH MARK DISK
 QY0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0144_STAMPING: G 321 1962
 QY0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0144+STABILITY: SURFACE MOTION
 QY0144
 QY0144  HISTORY     - Date     Condition        Report By
 QY0144  HISTORY     - 1962     MONUMENTED       CGS
 QY0144
 QY0144                          STATION DESCRIPTION
 QY0144
 QY0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0144'5.0 MI N FROM DILLON.
 QY0144'5.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0144'DILLON, 3 FEET NORTH OF MILEPOLE 333, 46.3 FEET EAST OF THE EAST RAIL,
 QY0144'50.6 FEET WEST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT 3
 QY0144'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 QY0144'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0170 ***********************************************************************
 QY0170  DESIGNATION -  G 322
 QY0170  PID         -  QY0170
 QY0170  STATE/COUNTY-  MT/BEAVERHEAD
 QY0170  USGS QUAD   -  GLEN (1988)
 QY0170
 QY0170                         *CURRENT SURVEY CONTROL
 QY0170  ___________________________________________________________________
 QY0170* NAD 83(1986)-  45 28 52.     (N)    112 41 42.     (W)     SCALED    
 QY0170* NAVD 88     -      1521.812  (meters)    4992.81   (feet)  ADJUSTED  
 QY0170  ___________________________________________________________________
 QY0170  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 QY0170  DYNAMIC HT  -        1521.194 (meters)    4990.78  (feet)  COMP
 QY0170  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 QY0170
 QY0170  VERT ORDER  -  FIRST     CLASS II
 QY0170
 QY0170.The horizontal coordinates were scaled from a topographic map and have
 QY0170.an estimated accuracy of +/- 6 seconds.
 QY0170
 QY0170.The orthometric height was determined by differential leveling
 QY0170.and adjusted by the National Geodetic Survey in June 1991..
 QY0170
 QY0170.The geoid height was determined by GEOID03.
 QY0170
 QY0170.The dynamic height is computed by dividing the NAVD 88
 QY0170.geopotential number by the normal gravity value computed on the
 QY0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0170.degrees latitude (g = 980.6199 gals.).
 QY0170
 QY0170.The modeled gravity was interpolated from observed gravity values.
 QY0170
 QY0170;                    North         East    Units  Estimated Accuracy
 QY0170;SPC MT       -   141,920.      350,330.      MT  (+/- 180 meters Scaled)
 QY0170
 QY0170                          SUPERSEDED SURVEY CONTROL
 QY0170
 QY0170  NGVD 29 (??/??/92) 1520.621  (m)         4988.90   (f) ADJ UNCH    1 2
 QY0170
 QY0170.Superseded values are not recommended for survey control.
 QY0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0170.See file dsdata.txt to determine how the superseded data were derived.
 QY0170
 QY0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR675377(NAD 83)
 QY0170_MARKER: DB = BENCH MARK DISK
 QY0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0170_STAMPING: G 322 1962
 QY0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0170+STABILITY: SURFACE MOTION
 QY0170
 QY0170  HISTORY     - Date     Condition        Report By
 QY0170  HISTORY     - 1962     MONUMENTED       CGS
 QY0170
 QY0170                          STATION DESCRIPTION
 QY0170
 QY0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0170'10.8 MI S FROM MELROSE.
 QY0170'10.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0170'SIGN AT MELROSE, 0.25 MILE NORTH-NORTHWEST OF THE POST OFFICE AND
 QY0170'STORE AT GLEN, 1 POLE SOUTH-SOUTHEAST OF THE CROSSING OF A GRAVELED
 QY0170'ROAD, 1 1/2 FEET NORTH-NORTHWEST OF MILEPOLE 348, 38.8 FEET
 QY0170'EAST-NORTHEAST OF THE NEAR RAIL, 3.0 FEET SOUTH-SOUTHEAST OF A WITNESS
 QY0170'POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 QY0170'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0227 ***********************************************************************
 RW0227  DESIGNATION -  G 323
 RW0227  PID         -  RW0227
 RW0227  STATE/COUNTY-  MT/JEFFERSON
 RW0227  USGS QUAD   -  CLANCY (1985)
 RW0227
 RW0227                         *CURRENT SURVEY CONTROL
 RW0227  ___________________________________________________________________
 RW0227* NAD 83(1986)-  46 26 18.     (N)    111 59 35.     (W)     SCALED    
 RW0227* NAVD 88     -      1319.642  (meters)    4329.53   (feet)  ADJUSTED  
 RW0227  ___________________________________________________________________
 RW0227  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 RW0227  DYNAMIC HT  -        1319.275 (meters)    4328.32  (feet)  COMP
 RW0227  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 RW0227
 RW0227  VERT ORDER  -  FIRST     CLASS II
 RW0227
 RW0227.The horizontal coordinates were scaled from a topographic map and have
 RW0227.an estimated accuracy of +/- 6 seconds.
 RW0227
 RW0227.The orthometric height was determined by differential leveling
 RW0227.and adjusted by the National Geodetic Survey in June 1991..
 RW0227
 RW0227.The geoid height was determined by GEOID03.
 RW0227
 RW0227.The dynamic height is computed by dividing the NAVD 88
 RW0227.geopotential number by the normal gravity value computed on the
 RW0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0227.degrees latitude (g = 980.6199 gals.).
 RW0227
 RW0227.The modeled gravity was interpolated from observed gravity values.
 RW0227
 RW0227;                    North         East    Units  Estimated Accuracy
 RW0227;SPC MT       -   246,220.      408,550.      MT  (+/- 180 meters Scaled)
 RW0227
 RW0227                          SUPERSEDED SURVEY CONTROL
 RW0227
 RW0227  NGVD 29 (??/??/92) 1318.514  (m)         4325.82   (f) ADJ UNCH    1 2
 RW0227
 RW0227.Superseded values are not recommended for survey control.
 RW0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0227.See file dsdata.txt to determine how the superseded data were derived.
 RW0227
 RW0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS237432(NAD 83)
 RW0227_MARKER: DB = BENCH MARK DISK
 RW0227_SETTING: 66 = SET IN ROCK OUTCROP
 RW0227_SP_SET: GRANITE OUTCROP
 RW0227_STAMPING: G 323 1962
 RW0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0227+STABILITY: POSITION/ELEVATION WELL
 RW0227
 RW0227  HISTORY     - Date     Condition        Report By
 RW0227  HISTORY     - 1962     MONUMENTED       CGS
 RW0227  HISTORY     - 1979     MARK NOT FOUND   NGS
 RW0227  HISTORY     - 1979     MARK NOT FOUND   NGS
 RW0227  HISTORY     - 1981     MARK NOT FOUND   USGS
 RW0227
 RW0227                          STATION DESCRIPTION
 RW0227
 RW0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RW0227'1.6 MI S FROM CLANCY.
 RW0227'1.6 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE SECTION
 RW0227'HOUSE AND STATION SIGN AT CLANCY, 4 POLES SOUTH AND ACROSS THE TRACK
 RW0227'AND HIGHWAY FROM MILEPOLE 230, ABOUT 194 FEET EAST AND ACROSS THE
 RW0227'HIGHWAY FROM THE EAST RAIL, 76 1/2 FEET EAST OF THE CENTER LINE OF U.
 RW0227'S. HIGHWAY 91, IN THE TOP OF A GRANITE OUTCROP WHICH PROJECTS ABOUT 4
 RW0227'FEET ABOVE THE GROUND, ON THE SOUTH SLOPE OF A ROCKY HILL, 66.0 FEET
 RW0227'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE HIGHWAY BRIDGE
 RW0227'OVER A CREEK, 25 FEET NORTH OF THE NORTH EDGE OF THE CREEK, 14.0 FEET
 RW0227'EAST OF A FENCE, 8.5 FEET NORTH-NORTHEAST OF A WITNESS POST, ABOUT
 RW0227'LEVEL WITH THE TRACK, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 RW0227
 RW0227                          STATION RECOVERY (1979)
 RW0227
 RW0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RW0227'MARK NOT FOUND.
 RW0227
 RW0227                          STATION RECOVERY (1979)
 RW0227
 RW0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RW0227'MARK NOT FOUND.
 RW0227
 RW0227                          STATION RECOVERY (1981)
 RW0227
 RW0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RW0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0218 ***********************************************************************
 ST0218  DESIGNATION -  G 324
 ST0218  PID         -  ST0218
 ST0218  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0218  USGS QUAD   -  WOLF CREEK (1979)
 ST0218
 ST0218                         *CURRENT SURVEY CONTROL
 ST0218  ___________________________________________________________________
 ST0218* NAD 83(1986)-  47 04 37.     (N)    112 03 21.     (W)     SCALED    
 ST0218* NAVD 88     -      1203.062  (meters)    3947.05   (feet)  ADJUSTED  
 ST0218  ___________________________________________________________________
 ST0218  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 ST0218  DYNAMIC HT  -        1202.898 (meters)    3946.51  (feet)  COMP
 ST0218  MODELED GRAV-     980,434.9   (mgal)                       NAVD 88
 ST0218
 ST0218  VERT ORDER  -  SECOND    CLASS 0
 ST0218
 ST0218.The horizontal coordinates were scaled from a topographic map and have
 ST0218.an estimated accuracy of +/- 6 seconds.
 ST0218
 ST0218.The orthometric height was determined by differential leveling
 ST0218.and adjusted by the National Geodetic Survey in June 1991..
 ST0218
 ST0218.The geoid height was determined by GEOID03.
 ST0218
 ST0218.The dynamic height is computed by dividing the NAVD 88
 ST0218.geopotential number by the normal gravity value computed on the
 ST0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0218.degrees latitude (g = 980.6199 gals.).
 ST0218
 ST0218.The modeled gravity was interpolated from observed gravity values.
 ST0218
 ST0218;                    North         East    Units  Estimated Accuracy
 ST0218;SPC MT       -   317,290.      406,050.      MT  (+/- 180 meters Scaled)
 ST0218
 ST0218                          SUPERSEDED SURVEY CONTROL
 ST0218
 ST0218  NGVD 29 (??/??/92) 1202.102  (m)         3943.90   (f) ADJ UNCH    2 0
 ST0218
 ST0218.Superseded values are not recommended for survey control.
 ST0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0218.See file dsdata.txt to determine how the superseded data were derived.
 ST0218
 ST0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT198142(NAD 83)
 ST0218_MARKER: DB = BENCH MARK DISK
 ST0218_SETTING: 66 = SET IN ROCK OUTCROP
 ST0218_SP_SET: OUTCROP
 ST0218_STAMPING: G 324 1962
 ST0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0218+STABILITY: POSITION/ELEVATION WELL
 ST0218
 ST0218  HISTORY     - Date     Condition        Report By
 ST0218  HISTORY     - 1962     MONUMENTED       CGS
 ST0218
 ST0218                          STATION DESCRIPTION
 ST0218
 ST0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0218'6.25 MI N FROM WOLF CREEK.
 ST0218'6.25 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0218'RAILWAY STATION AT WOLF CREEK, AT A ROCK CUT, SET VERTICALLY IN THE
 ST0218'SOUTHWEST FACE OF AN OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE
 ST0218'GROUND, ABOUT 200 FEET NORTHWEST OF A COULEE, 70 FEET NORTHEAST OF THE
 ST0218'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0234 ***********************************************************************
 RV0234  DESIGNATION -  G 326
 RV0234  PID         -  RV0234
 RV0234  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0234  USGS QUAD   -  EAGLE POINT (1985)
 RV0234
 RV0234                         *CURRENT SURVEY CONTROL
 RV0234  ___________________________________________________________________
 RV0234* NAD 83(1986)-  46 14 39.     (N)    109 00 27.     (W)     SCALED    
 RV0234* NAVD 88     -      1105.865  (meters)    3628.16   (feet)  ADJUSTED  
 RV0234  ___________________________________________________________________
 RV0234  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 RV0234  DYNAMIC HT  -        1105.670 (meters)    3627.52  (feet)  COMP
 RV0234  MODELED GRAV-     980,400.1   (mgal)                       NAVD 88
 RV0234
 RV0234  VERT ORDER  -  FIRST     CLASS II
 RV0234
 RV0234.The horizontal coordinates were scaled from a topographic map and have
 RV0234.an estimated accuracy of +/- 6 seconds.
 RV0234
 RV0234.The orthometric height was determined by differential leveling
 RV0234.and adjusted by the National Geodetic Survey in June 1991..
 RV0234
 RV0234.The geoid height was determined by GEOID03.
 RV0234
 RV0234.The dynamic height is computed by dividing the NAVD 88
 RV0234.geopotential number by the normal gravity value computed on the
 RV0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0234.degrees latitude (g = 980.6199 gals.).
 RV0234
 RV0234.The modeled gravity was interpolated from observed gravity values.
 RV0234
 RV0234;                    North         East    Units  Estimated Accuracy
 RV0234;SPC MT       -   221,720.      637,960.      MT  (+/- 180 meters Scaled)
 RV0234
 RV0234                          SUPERSEDED SURVEY CONTROL
 RV0234
 RV0234  NGVD 29 (??/??/92) 1105.030  (m)         3625.42   (f) ADJ UNCH    1 2
 RV0234
 RV0234.Superseded values are not recommended for survey control.
 RV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0234.See file dsdata.txt to determine how the superseded data were derived.
 RV0234
 RV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS536231(NAD 83)
 RV0234_MARKER: DB = BENCH MARK DISK
 RV0234_SETTING: 66 = SET IN ROCK OUTCROP
 RV0234_SP_SET: SANDSTONE OUTCROP
 RV0234_STAMPING: G 326 1962
 RV0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0234+STABILITY: POSITION/ELEVATION WELL
 RV0234
 RV0234  HISTORY     - Date     Condition        Report By
 RV0234  HISTORY     - 1962     MONUMENTED       CGS
 RV0234
 RV0234                          STATION DESCRIPTION
 RV0234
 RV0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0234'1.9 MI NW FROM BELMONT.
 RV0234'1.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0234'CROSSING AT BELMONT, 0.4 MILE WEST-NORTHWEST OF MILEPOST 50, AT THE
 RV0234'EAST-SOUTHEAST END OF A HIGH FILL, SET VERTICALLY IN THE WEST FACE OF
 RV0234'A SANDSTONE OUTCROP, 45.5 FEET SOUTH OF THE SOUTH RAIL, 20 1/2 FEET
 RV0234'EAST OF A TELEPHONE POLE, 5 FEET SOUTH OF A WITNESS POST, AND ABOUT 6
 RV0234'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0183 ***********************************************************************
 QW0183  DESIGNATION -  G 327
 QW0183  PID         -  QW0183
 QW0183  STATE/COUNTY-  MT/YELLOWSTONE
 QW0183  USGS QUAD   -  RIMROCK (1956)
 QW0183
 QW0183                         *CURRENT SURVEY CONTROL
 QW0183  ___________________________________________________________________
 QW0183* NAD 83(1986)-  45 51 49.     (N)    108 40 14.     (W)     SCALED    
 QW0183* NAVD 88     -      1108.341  (meters)    3636.28   (feet)  ADJUSTED  
 QW0183  ___________________________________________________________________
 QW0183  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 QW0183  DYNAMIC HT  -        1108.104 (meters)    3635.50  (feet)  COMP
 QW0183  MODELED GRAV-     980,362.9   (mgal)                       NAVD 88
 QW0183
 QW0183  VERT ORDER  -  FIRST     CLASS II
 QW0183
 QW0183.The horizontal coordinates were scaled from a topographic map and have
 QW0183.an estimated accuracy of +/- 6 seconds.
 QW0183
 QW0183.The orthometric height was determined by differential leveling
 QW0183.and adjusted by the National Geodetic Survey in June 1991..
 QW0183
 QW0183.The geoid height was determined by GEOID03.
 QW0183
 QW0183.The dynamic height is computed by dividing the NAVD 88
 QW0183.geopotential number by the normal gravity value computed on the
 QW0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0183.degrees latitude (g = 980.6199 gals.).
 QW0183
 QW0183.The modeled gravity was interpolated from observed gravity values.
 QW0183
 QW0183;                    North         East    Units  Estimated Accuracy
 QW0183;SPC MT       -   179,670.      664,380.      MT  (+/- 180 meters Scaled)
 QW0183
 QW0183                          SUPERSEDED SURVEY CONTROL
 QW0183
 QW0183  NGVD 29 (??/??/92) 1107.518  (m)         3633.58   (f) ADJ UNCH    1 2
 QW0183
 QW0183.Superseded values are not recommended for survey control.
 QW0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0183.See file dsdata.txt to determine how the superseded data were derived.
 QW0183
 QW0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR808815(NAD 83)
 QW0183_MARKER: DB = BENCH MARK DISK
 QW0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0183_STAMPING: G 327 1962
 QW0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0183+STABILITY: SURFACE MOTION
 QW0183
 QW0183  HISTORY     - Date     Condition        Report By
 QW0183  HISTORY     - 1962     MONUMENTED       CGS
 QW0183
 QW0183                          STATION DESCRIPTION
 QW0183
 QW0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QW0183'5.55 MI S FROM ACTON.
 QW0183'5.55 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE OCCIDENT
 QW0183'ELEVATOR AT ACTON, ON THE INSIDE OF A LONG CURVE, NEAR THE T JUNCTION
 QW0183'OF FENCES, 305 FEET EAST-NORTHEAST OF MILEPOST 16, 90 FEET NORTH OF
 QW0183'THE NORTH RAIL, 2.5 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS
 QW0183'POST, ABOUT 15 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 QW0183'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0775 ***********************************************************************
 SS0775  DESIGNATION -  G 328
 SS0775  PID         -  SS0775
 SS0775  STATE/COUNTY-  MT/CASCADE
 SS0775  USGS QUAD   -  TRULY (1965)
 SS0775
 SS0775                         *CURRENT SURVEY CONTROL
 SS0775  ___________________________________________________________________
 SS0775* NAD 83(1986)-  47 20 43.     (N)    111 25 34.     (W)     SCALED    
 SS0775* NAVD 88     -      1045.840  (meters)    3431.23   (feet)  ADJUSTED  
 SS0775  ___________________________________________________________________
 SS0775  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 SS0775  DYNAMIC HT  -        1045.752 (meters)    3430.94  (feet)  COMP
 SS0775  MODELED GRAV-     980,493.3   (mgal)                       NAVD 88
 SS0775
 SS0775  VERT ORDER  -  SECOND    CLASS 0
 SS0775
 SS0775.The horizontal coordinates were scaled from a topographic map and have
 SS0775.an estimated accuracy of +/- 6 seconds.
 SS0775
 SS0775.The orthometric height was determined by differential leveling
 SS0775.and adjusted by the National Geodetic Survey in June 1991..
 SS0775
 SS0775.The geoid height was determined by GEOID03.
 SS0775
 SS0775.The dynamic height is computed by dividing the NAVD 88
 SS0775.geopotential number by the normal gravity value computed on the
 SS0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0775.degrees latitude (g = 980.6199 gals.).
 SS0775
 SS0775.The modeled gravity was interpolated from observed gravity values.
 SS0775
 SS0775;                    North         East    Units  Estimated Accuracy
 SS0775;SPC MT       -   345,730.      454,560.      MT  (+/- 180 meters Scaled)
 SS0775
 SS0775                          SUPERSEDED SURVEY CONTROL
 SS0775
 SS0775  NGVD 29 (??/??/92) 1044.927  (m)         3428.23   (f) ADJ UNCH    2 0
 SS0775
 SS0775.Superseded values are not recommended for survey control.
 SS0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0775.See file dsdata.txt to determine how the superseded data were derived.
 SS0775
 SS0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT678436(NAD 83)
 SS0775_MARKER: DB = BENCH MARK DISK
 SS0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0775_STAMPING: G 328 1962
 SS0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0775+STABILITY: SURFACE MOTION
 SS0775
 SS0775  HISTORY     - Date     Condition        Report By
 SS0775  HISTORY     - 1962     MONUMENTED       CGS
 SS0775
 SS0775                          STATION DESCRIPTION
 SS0775
 SS0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0775'8.9 MI SE FROM ULM.
 SS0775'0.25 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0775'AT ULM, THENCE 2.2 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE 6.45
 SS0775'MILES SOUTHEAST ALONG AN ASPHALT ROAD, 0.35 MILE NORTH-NORTHEAST OF A
 SS0775'FARM HOUSE, AT A T JUNCTION OF FENCE, 45 FEET WEST OF THE CENTER LINE
 SS0775'OF THE ROAD, 3.5 FEET NORTHWEST OF A POWER POLE, 3.5 FEET EAST OF A
 SS0775'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 SS0775'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 SS0775'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0103 ***********************************************************************
 QX0103  DESIGNATION -  G 33
 QX0103  PID         -  QX0103
 QX0103  STATE/COUNTY-  MT/PARK
 QX0103  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0103
 QX0103                         *CURRENT SURVEY CONTROL
 QX0103  ___________________________________________________________________
 QX0103* NAD 83(1986)-  45 02 59.     (N)    110 45 17.     (W)     SCALED    
 QX0103* NAVD 88     -      1583.792  (meters)    5196.16   (feet)  POSTED    
 QX0103  ___________________________________________________________________
 QX0103  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 QX0103  DYNAMIC HT  -        1583.030 (meters)    5193.66  (feet)  COMP
 QX0103  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 QX0103
 QX0103  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0103
 QX0103.The horizontal coordinates were scaled from a topographic map and have
 QX0103.an estimated accuracy of +/- 6 seconds.
 QX0103
 QX0103.The orthometric height was determined by differential leveling
 QX0103.and adjusted by the National Geodetic Survey in 1992..
 QX0103.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0103.rate of 0.0 thru 1.0 mm/km.
 QX0103
 QX0103.The geoid height was determined by GEOID03.
 QX0103
 QX0103.The dynamic height is computed by dividing the NAVD 88
 QX0103.geopotential number by the normal gravity value computed on the
 QX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0103.degrees latitude (g = 980.6199 gals.).
 QX0103
 QX0103.The modeled gravity was interpolated from observed gravity values.
 QX0103
 QX0103;                    North         East    Units  Estimated Accuracy
 QX0103;SPC MT       -    89,680.      501,160.      MT  (+/- 180 meters Scaled)
 QX0103
 QX0103                          SUPERSEDED SURVEY CONTROL
 QX0103
 QX0103  NGVD 29 (??/??/92) 1582.513  (m)         5191.96   (f) ADJ UNCH    1 2
 QX0103
 QX0103.Superseded values are not recommended for survey control.
 QX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0103.See file dsdata.txt to determine how the superseded data were derived.
 QX0103
 QX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ193885(NAD 83)
 QX0103_MARKER: DB = BENCH MARK DISK
 QX0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0103_SP_SET: CULVERT
 QX0103_STAMPING: G 33 1923 5191.938
 QX0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0103
 QX0103  HISTORY     - Date     Condition        Report By
 QX0103  HISTORY     - 1923     MONUMENTED       CGS
 QX0103  HISTORY     - 1960     GOOD             NGS
 QX0103
 QX0103                          STATION DESCRIPTION
 QX0103
 QX0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0103'2.75 MI NW FROM GARDINER.
 QX0103'ABOUT 2.75 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0103'RAILROAD FROM THE STATION AT GARDINER, IN SECTION 16, T 9 S, R 8 E, 12
 QX0103'1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF THE SOUTHEAST
 QX0103'END OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT, AT A
 QX0103'CURVE IN A DIRT ROAD, 150 FEET EAST AND ACROSS THE TRACK FROM THE
 QX0103'CENTER LINE OF THE ROAD, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 QX0103'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0017 ***********************************************************************
 QU0017  DESIGNATION -  G 34
 QU0017  PID         -  QU0017
 QU0017  STATE/COUNTY-  MT/CARTER
 QU0017  USGS QUAD   -  TIMBER HILL (1993)
 QU0017
 QU0017                         *CURRENT SURVEY CONTROL
 QU0017  ___________________________________________________________________
 QU0017* NAD 83(1986)-  45 33 30.     (N)    104 10 16.     (W)     SCALED    
 QU0017* NAVD 88     -      1036.254  (meters)    3399.78   (feet)  ADJUSTED  
 QU0017  ___________________________________________________________________
 QU0017  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 QU0017  DYNAMIC HT  -        1036.034 (meters)    3399.05  (feet)  COMP
 QU0017  MODELED GRAV-     980,368.1   (mgal)                       NAVD 88
 QU0017
 QU0017  VERT ORDER  -  FIRST     CLASS II
 QU0017
 QU0017.The horizontal coordinates were scaled from a topographic map and have
 QU0017.an estimated accuracy of +/- 6 seconds.
 QU0017
 QU0017.The orthometric height was determined by differential leveling
 QU0017.and adjusted by the National Geodetic Survey in June 1991..
 QU0017
 QU0017.The geoid height was determined by GEOID03.
 QU0017
 QU0017.The dynamic height is computed by dividing the NAVD 88
 QU0017.geopotential number by the normal gravity value computed on the
 QU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0017.degrees latitude (g = 980.6199 gals.).
 QU0017
 QU0017.The modeled gravity was interpolated from observed gravity values.
 QU0017
 QU0017;                    North         East    Units  Estimated Accuracy
 QU0017;SPC MT       -   159,550.    1,015,620.      MT  (+/- 180 meters Scaled)
 QU0017
 QU0017                          SUPERSEDED SURVEY CONTROL
 QU0017
 QU0017  NGVD 29 (??/??/92) 1035.679  (m)         3397.89   (f) ADJ UNCH    1 2
 QU0017
 QU0017.Superseded values are not recommended for survey control.
 QU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0017.See file dsdata.txt to determine how the superseded data were derived.
 QU0017
 QU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL646453(NAD 83)
 QU0017_MARKER: DB = BENCH MARK DISK
 QU0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0017_STAMPING: G 34 1934
 QU0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0017+STABILITY: SURFACE MOTION
 QU0017
 QU0017  HISTORY     - Date     Condition        Report By
 QU0017  HISTORY     - 1934     MONUMENTED       CGS
 QU0017  HISTORY     - 1953     GOOD             NGS
 QU0017  HISTORY     - 1953     GOOD             NGS
 QU0017
 QU0017                          STATION DESCRIPTION
 QU0017
 QU0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0017'11.5 MI W FROM CAMP COOK.
 QU0017'IN CARTER COUNTY, MONTANA, 11.5 MILES WEST ALONG THE ROAD TO
 QU0017'BROADUS FROM CAMP CROOK, HARDING COUNTY, SOUTH DAKOTA, 240
 QU0017'YARDS EAST OF A SMALL CREEK, 102 YARDS WEST OF A FARMHOUSE,
 QU0017'AND 48 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 QU0017'DISK, STAMPED G 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QU0017
 QU0017                          STATION RECOVERY (1953)
 QU0017
 QU0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QU0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0131 ***********************************************************************
 RU0131  DESIGNATION -  G 35
 RU0131  PID         -  RU0131
 RU0131  STATE/COUNTY-  MT/ROSEBUD
 RU0131  USGS QUAD   -  FINCH (1984)
 RU0131
 RU0131                         *CURRENT SURVEY CONTROL
 RU0131  ___________________________________________________________________
 RU0131* NAD 83(1986)-  46 21 58.     (N)    106 55 02.     (W)     SCALED    
 RU0131* NAVD 88     -       799.020  (meters)    2621.45   (feet)  ADJUSTED  
 RU0131  ___________________________________________________________________
 RU0131  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 RU0131  DYNAMIC HT  -         798.941 (meters)    2621.19  (feet)  COMP
 RU0131  MODELED GRAV-     980,489.6   (mgal)                       NAVD 88
 RU0131
 RU0131  VERT ORDER  -  FIRST     CLASS II
 RU0131
 RU0131.The horizontal coordinates were scaled from a topographic map and have
 RU0131.an estimated accuracy of +/- 6 seconds.
 RU0131
 RU0131.The orthometric height was determined by differential leveling
 RU0131.and adjusted by the National Geodetic Survey in June 1991..
 RU0131
 RU0131.The geoid height was determined by GEOID03.
 RU0131
 RU0131.The dynamic height is computed by dividing the NAVD 88
 RU0131.geopotential number by the normal gravity value computed on the
 RU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0131.degrees latitude (g = 980.6199 gals.).
 RU0131
 RU0131.The modeled gravity was interpolated from observed gravity values.
 RU0131
 RU0131;                    North         East    Units  Estimated Accuracy
 RU0131;SPC MT       -   238,430.      798,600.      MT  (+/- 180 meters Scaled)
 RU0131
 RU0131                          SUPERSEDED SURVEY CONTROL
 RU0131
 RU0131  NGVD 29 (??/??/92)  798.390  (m)         2619.38   (f) ADJ UNCH    1 2
 RU0131
 RU0131.Superseded values are not recommended for survey control.
 RU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0131.See file dsdata.txt to determine how the superseded data were derived.
 RU0131
 RU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM525365(NAD 83)
 RU0131_MARKER: DB = BENCH MARK DISK
 RU0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0131_STAMPING: 2619.384 G 35 1931
 RU0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0131+STABILITY: SURFACE MOTION
 RU0131
 RU0131  HISTORY     - Date     Condition        Report By
 RU0131  HISTORY     - 1931     MONUMENTED       CGS
 RU0131
 RU0131                          STATION DESCRIPTION
 RU0131
 RU0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0131'4.6 MI E FROM VANANDA.
 RU0131'4.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RU0131'RAILROAD FROM THE STATION AT VANANDA, ROSEBUD COUNTY, AT MILEPOST
 RU0131'1177, 100 FEET EAST OF THE TRACK, AND NEAR THE FENCE.  A STANDARD
 RU0131'DISK, STAMPED 2619.384 G 35 1931 AND SET IN THE TOP OF A CONCRETE
 RU0131'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0427 ***********************************************************************
 SU0427  DESIGNATION -  G 352
 SU0427  PID         -  SU0427
 SU0427  STATE/COUNTY-  MT/MINERAL
 SU0427  USGS QUAD   -  BOYD MOUNTAIN (1988)
 SU0427
 SU0427                         *CURRENT SURVEY CONTROL
 SU0427  ___________________________________________________________________
 SU0427* NAD 83(1986)-  47 21 47.     (N)    115 12 41.     (W)     SCALED    
 SU0427* NAVD 88     -      1124.517  (meters)    3689.35   (feet)  ADJUSTED  
 SU0427  ___________________________________________________________________
 SU0427  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SU0427  DYNAMIC HT  -        1124.395 (meters)    3688.95  (feet)  COMP
 SU0427  MODELED GRAV-     980,465.9   (mgal)                       NAVD 88
 SU0427
 SU0427  VERT ORDER  -  SECOND    CLASS 0
 SU0427
 SU0427.The horizontal coordinates were scaled from a topographic map and have
 SU0427.an estimated accuracy of +/- 6 seconds.
 SU0427
 SU0427.The orthometric height was determined by differential leveling
 SU0427.and adjusted by the National Geodetic Survey in June 1991..
 SU0427
 SU0427.The geoid height was determined by GEOID03.
 SU0427
 SU0427.The dynamic height is computed by dividing the NAVD 88
 SU0427.geopotential number by the normal gravity value computed on the
 SU0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0427.degrees latitude (g = 980.6199 gals.).
 SU0427
 SU0427.The modeled gravity was interpolated from observed gravity values.
 SU0427
 SU0427;                    North         East    Units  Estimated Accuracy
 SU0427;SPC MT       -   361,630.      169,200.      MT  (+/- 180 meters Scaled)
 SU0427
 SU0427                          SUPERSEDED SURVEY CONTROL
 SU0427
 SU0427  NGVD 29 (??/??/92) 1123.35   (m)         3685.5    (f) COMPUTED    2 0
 SU0427
 SU0427.Superseded values are not recommended for survey control.
 SU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0427.See file dsdata.txt to determine how the superseded data were derived.
 SU0427
 SU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN350470(NAD 83)
 SU0427_MARKER: DB = BENCH MARK DISK
 SU0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0427_STAMPING: G 352 1935
 SU0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0427+STABILITY: SURFACE MOTION
 SU0427
 SU0427  HISTORY     - Date     Condition        Report By
 SU0427  HISTORY     - 1935     MONUMENTED       CGS
 SU0427  HISTORY     - 1953     MARK NOT FOUND   NGS
 SU0427
 SU0427                          STATION DESCRIPTION
 SU0427
 SU0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SU0427'7.4 MI E FROM DE BORGIA.
 SU0427'7.4 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0427'STATION AT DE BORGIA, MINERAL COUNTY, 0.8 MILE WEST OF CAMELS HUMP
 SU0427'MOUNTAIN, 135 FEET SOUTHWEST OF THE WEST END OF A GUARDRAIL, 135 FEET
 SU0427'SOUTHEAST OF THE EAST END OF THE GUARDRAIL, ON THE DOWNWARD (SOUTH)
 SU0427'SLOPE OF A HILL, 46 FEET NORTHEAST OF A 24-INCH TAMARACK TREE, 44.5
 SU0427'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 16.7 FEET NORTHWEST
 SU0427'OF A 30-INCH PINE TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 SU0427'POST.  NOTE-- THIS MARK LOCATED ON AN OLD ROAD WHICH HAS SINCE BEEN
 SU0427'ABANDONED TO FACILITATE LOGGING OPERATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0201 ***********************************************************************
 TJ0201  DESIGNATION -  G 353
 TJ0201  PID         -  TJ0201
 TJ0201  STATE/COUNTY-  MT/VALLEY
 TJ0201  USGS QUAD   -  WHATELY (1978)
 TJ0201
 TJ0201                         *CURRENT SURVEY CONTROL
 TJ0201  ___________________________________________________________________
 TJ0201* NAD 83(1986)-  48 08 25.     (N)    106 35 54.     (W)     SCALED    
 TJ0201* NAVD 88     -       635.393  (meters)    2084.62   (feet)  ADJUSTED  
 TJ0201  ___________________________________________________________________
 TJ0201  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 TJ0201  DYNAMIC HT  -         635.463 (meters)    2084.85  (feet)  COMP
 TJ0201  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 TJ0201
 TJ0201  VERT ORDER  -  FIRST     CLASS II
 TJ0201
 TJ0201.The horizontal coordinates were scaled from a topographic map and have
 TJ0201.an estimated accuracy of +/- 6 seconds.
 TJ0201
 TJ0201.The orthometric height was determined by differential leveling
 TJ0201.and adjusted by the National Geodetic Survey in June 1991..
 TJ0201
 TJ0201.The geoid height was determined by GEOID03.
 TJ0201
 TJ0201.The dynamic height is computed by dividing the NAVD 88
 TJ0201.geopotential number by the normal gravity value computed on the
 TJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0201.degrees latitude (g = 980.6199 gals.).
 TJ0201
 TJ0201.The modeled gravity was interpolated from observed gravity values.
 TJ0201
 TJ0201;                    North         East    Units  Estimated Accuracy
 TJ0201;SPC MT       -   436,290.      815,810.      MT  (+/- 180 meters Scaled)
 TJ0201
 TJ0201                          SUPERSEDED SURVEY CONTROL
 TJ0201
 TJ0201  NGVD 29 (??/??/92)  634.783  (m)         2082.62   (f) ADJ UNCH    1 2
 TJ0201
 TJ0201.Superseded values are not recommended for survey control.
 TJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0201.See file dsdata.txt to determine how the superseded data were derived.
 TJ0201
 TJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP810331(NAD 83)
 TJ0201_MARKER: DB = BENCH MARK DISK
 TJ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0201_STAMPING: G 353 1948
 TJ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0201+STABILITY: SURFACE MOTION
 TJ0201
 TJ0201  HISTORY     - Date     Condition        Report By
 TJ0201  HISTORY     - 1948     MONUMENTED       CGS
 TJ0201
 TJ0201                          STATION DESCRIPTION
 TJ0201
 TJ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0201'4.8 MI SE FROM GLASGOW.
 TJ0201'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TJ0201'RAILWAY STATION AT GLASGOW, 100.3 FEET WEST OF THE CENTER LINE OF THE
 TJ0201'HIGHWAY, 26.0 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD LEADING
 TJ0201'WEST, 9.7 FEET EAST OF THE EASTERLY ONE OF DOUBLE TRANSMISSION LINE
 TJ0201'POLES, 2.1 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE,
 TJ0201'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TJ0201'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0865 ***********************************************************************
 TJ0865  DESIGNATION -  G 354 RESET
 TJ0865  PID         -  TJ0865
 TJ0865  STATE/COUNTY-  MT/VALLEY
 TJ0865  USGS QUAD   -  WHEELER (1978)
 TJ0865
 TJ0865                         *CURRENT SURVEY CONTROL
 TJ0865  ___________________________________________________________________
 TJ0865* NAD 83(1986)-  48 01 09.     (N)    106 31 06.     (W)     SCALED    
 TJ0865* NAVD 88     -       679.65   (meters)    2229.8    (feet)  RESET     
 TJ0865  ___________________________________________________________________
 TJ0865  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TJ0865
 TJ0865  VERT ORDER  -  THIRD
 TJ0865
 TJ0865.The horizontal coordinates were scaled from a topographic map and have
 TJ0865.an estimated accuracy of +/- 6 seconds.
 TJ0865
 TJ0865.The orthometric height was computed from unverified reset data.
 TJ0865
 TJ0865.The geoid height was determined by GEOID03.
 TJ0865
 TJ0865;                    North         East    Units  Estimated Accuracy
 TJ0865;SPC MT       -   423,060.      822,270.      MT  (+/- 180 meters Scaled)
 TJ0865
 TJ0865                          SUPERSEDED SURVEY CONTROL
 TJ0865
 TJ0865.No superseded survey control is available for this station.
 TJ0865
 TJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP867195(NAD 83)
 TJ0865_MARKER: DD = SURVEY DISK
 TJ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0865_SP_SET: CONCRETE POST
 TJ0865_STAMPING: G 354 RESET 1994
 TJ0865_MARK LOGO: MTDOT 
 TJ0865_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 TJ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0865+STABILITY: SURFACE MOTION
 TJ0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0865+SATELLITE: SATELLITE OBSERVATIONS - 1994
 TJ0865
 TJ0865  HISTORY     - Date     Condition        Report By
 TJ0865  HISTORY     - 1994     MONUMENTED       MTDOT
 TJ0865
 TJ0865                          STATION DESCRIPTION
 TJ0865
 TJ0865'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 TJ0865'THE STATION IS LOCATED 12 MI (19.3 KM) SOUTHEAST OF GLASGOW ALONG THE
 TJ0865'NORTHEAST SIDE OF STATE HIGHWAY 24.
 TJ0865'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 24W, IN THE
 TJ0865'SOUTHEAST EDGE OF GLASGOW, GO SOUTHERLY ON STATE HIGHWAY 24 FOR 11.25
 TJ0865'MI (18.10 KM) TO MILEPOST 62.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR
 TJ0865'0.65 MI (1.05 KM) TO THE STATION ON THE LEFT.
 TJ0865'THE STATION MARK IS SET FLUSH WITH THE GROUND.  IT IS 74.4 FT
 TJ0865'(22.7 M) NORTHEAST OF THE CENTER OF THE HIGHWAY AND 1.1 FT (0.3 M)
 TJ0865'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0011 ***********************************************************************
 SQ0011  DESIGNATION -  G 355
 SQ0011  PID         -  SQ0011
 SQ0011  STATE/COUNTY-  MT/MCCONE
 SQ0011  USGS QUAD   -  MC RAE SPRINGS (1973)
 SQ0011
 SQ0011                         *CURRENT SURVEY CONTROL
 SQ0011  ___________________________________________________________________
 SQ0011* NAD 83(1986)-  47 56 56.     (N)    106 14 21.     (W)     SCALED    
 SQ0011* NAVD 88     -       800.291  (meters)    2625.62   (feet)  ADJUSTED  
 SQ0011  ___________________________________________________________________
 SQ0011  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 SQ0011  DYNAMIC HT  -         800.349 (meters)    2625.81  (feet)  COMP
 SQ0011  MODELED GRAV-     980,656.2   (mgal)                       NAVD 88
 SQ0011
 SQ0011  VERT ORDER  -  FIRST     CLASS II
 SQ0011
 SQ0011.The horizontal coordinates were scaled from a topographic map and have
 SQ0011.an estimated accuracy of +/- 6 seconds.
 SQ0011
 SQ0011.The orthometric height was determined by differential leveling
 SQ0011.and adjusted by the National Geodetic Survey in June 1991..
 SQ0011
 SQ0011.The geoid height was determined by GEOID03.
 SQ0011
 SQ0011.The dynamic height is computed by dividing the NAVD 88
 SQ0011.geopotential number by the normal gravity value computed on the
 SQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0011.degrees latitude (g = 980.6199 gals.).
 SQ0011
 SQ0011.The modeled gravity was interpolated from observed gravity values.
 SQ0011
 SQ0011;                    North         East    Units  Estimated Accuracy
 SQ0011;SPC MT       -   416,080.      843,400.      MT  (+/- 180 meters Scaled)
 SQ0011
 SQ0011                          SUPERSEDED SURVEY CONTROL
 SQ0011
 SQ0011  NGVD 29 (??/??/92)  799.666  (m)         2623.57   (f) ADJ UNCH    1 2
 SQ0011
 SQ0011.Superseded values are not recommended for survey control.
 SQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0011.See file dsdata.txt to determine how the superseded data were derived.
 SQ0011
 SQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP074113(NAD 83)
 SQ0011_MARKER: DB = BENCH MARK DISK
 SQ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0011_STAMPING: G 355 1948
 SQ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0011+STABILITY: SURFACE MOTION
 SQ0011
 SQ0011  HISTORY     - Date     Condition        Report By
 SQ0011  HISTORY     - 1948     MONUMENTED       CGS
 SQ0011  HISTORY     - 1973     POOR             USGS
 SQ0011
 SQ0011                          STATION DESCRIPTION
 SQ0011
 SQ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0011'11.7 MI SE FROM FORT PECK.
 SQ0011'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0011'PECK DAM AT FORT PECK, THENCE 8.75 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0011'ROAD, 52.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 48.0 FEET
 SQ0011'SOUTH OF THE SOUTH CORNER OF A CATTLE-GUARD, 3.9 FEET WEST OF A
 SQ0011'NORTH-SOUTH FENCE, 1.5 FEET NORTH OF A REFERENCE POST, AND SET IN THE
 SQ0011'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE--
 SQ0011'9.6 MI SE ALONG ST HWY 24 FROM THE E END OF FORT PECK DAM, THENCE 0.6
 SQ0011'MI SE ALONG TRACK ROAD.  NO WITNESS POST.
 SQ0011
 SQ0011                          STATION RECOVERY (1973)
 SQ0011
 SQ0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0011'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0143 ***********************************************************************
 TJ0143  DESIGNATION -  G 356
 TJ0143  PID         -  TJ0143
 TJ0143  STATE/COUNTY-  MT/VALLEY
 TJ0143  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0143
 TJ0143                         *CURRENT SURVEY CONTROL
 TJ0143  ___________________________________________________________________
 TJ0143* NAD 83(1986)-  48 05 12.     (N)    106 16 36.     (W)     SCALED    
 TJ0143* NAVD 88     -       623.658  (meters)    2046.12   (feet)  ADJUSTED  
 TJ0143  ___________________________________________________________________
 TJ0143  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TJ0143  DYNAMIC HT  -         623.721 (meters)    2046.32  (feet)  COMP
 TJ0143  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 TJ0143
 TJ0143  VERT ORDER  -  FIRST     CLASS II
 TJ0143
 TJ0143.The horizontal coordinates were scaled from a topographic map and have
 TJ0143.an estimated accuracy of +/- 6 seconds.
 TJ0143
 TJ0143.The orthometric height was determined by differential leveling
 TJ0143.and adjusted by the National Geodetic Survey in June 1991..
 TJ0143
 TJ0143.The geoid height was determined by GEOID03.
 TJ0143
 TJ0143.The dynamic height is computed by dividing the NAVD 88
 TJ0143.geopotential number by the normal gravity value computed on the
 TJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0143.degrees latitude (g = 980.6199 gals.).
 TJ0143
 TJ0143.The modeled gravity was interpolated from observed gravity values.
 TJ0143
 TJ0143;                    North         East    Units  Estimated Accuracy
 TJ0143;SPC MT       -   431,270.      839,970.      MT  (+/- 180 meters Scaled)
 TJ0143
 TJ0143                          SUPERSEDED SURVEY CONTROL
 TJ0143
 TJ0143  NGVD 29 (??/??/92)  623.021  (m)         2044.03   (f) ADJ UNCH    1 2
 TJ0143
 TJ0143.Superseded values are not recommended for survey control.
 TJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0143.See file dsdata.txt to determine how the superseded data were derived.
 TJ0143
 TJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP049267(NAD 83)
 TJ0143_MARKER: DB = BENCH MARK DISK
 TJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0143_STAMPING: G 356 1948
 TJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0143+STABILITY: SURFACE MOTION
 TJ0143
 TJ0143  HISTORY     - Date     Condition        Report By
 TJ0143  HISTORY     - 1948     MONUMENTED       CGS
 TJ0143  HISTORY     - 1972     GOOD             USGS
 TJ0143
 TJ0143                          STATION DESCRIPTION
 TJ0143
 TJ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0143'1.05 MI SW FROM WIOTA.
 TJ0143'1.05 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TJ0143'STATION AT WIOTA, 0.25 MILE NORTHEAST OF THE NORTHEAST END OF A BRIDGE
 TJ0143'OVER THE MILK RIVER, 133.3 FEET NORTHEAST OF THE NORTHWEST END OF THE
 TJ0143'NORTHEASTERLY ONE OF A TRIPLE CORRUGATED IRON CULVERT (RAILWAY NUMBER
 TJ0143'C 1.3), 74.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 1.7
 TJ0143'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 TJ0143'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 TJ0143
 TJ0143                          STATION RECOVERY (1972)
 TJ0143
 TJ0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0031 ***********************************************************************
 SQ0031  DESIGNATION -  G 357
 SQ0031  PID         -  SQ0031
 SQ0031  STATE/COUNTY-  MT/MCCONE
 SQ0031  USGS QUAD   -  PASTURE CREEK (1973)
 SQ0031
 SQ0031                         *CURRENT SURVEY CONTROL
 SQ0031  ___________________________________________________________________
 SQ0031* NAD 83(1986)-  47 59 43.     (N)    106 05 30.     (W)     SCALED    
 SQ0031* NAVD 88     -       619.185  (meters)    2031.44   (feet)  ADJUSTED  
 SQ0031  ___________________________________________________________________
 SQ0031  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 SQ0031  DYNAMIC HT  -         619.251 (meters)    2031.66  (feet)  COMP
 SQ0031  MODELED GRAV-     980,697.9   (mgal)                       NAVD 88
 SQ0031
 SQ0031  VERT ORDER  -  FIRST     CLASS II
 SQ0031
 SQ0031.The horizontal coordinates were scaled from a topographic map and have
 SQ0031.an estimated accuracy of +/- 6 seconds.
 SQ0031
 SQ0031.The orthometric height was determined by differential leveling
 SQ0031.and adjusted by the National Geodetic Survey in June 1991..
 SQ0031
 SQ0031.The geoid height was determined by GEOID03.
 SQ0031
 SQ0031.The dynamic height is computed by dividing the NAVD 88
 SQ0031.geopotential number by the normal gravity value computed on the
 SQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0031.degrees latitude (g = 980.6199 gals.).
 SQ0031
 SQ0031.The modeled gravity was interpolated from observed gravity values.
 SQ0031
 SQ0031;                    North         East    Units  Estimated Accuracy
 SQ0031;SPC MT       -   421,700.      854,170.      MT  (+/- 180 meters Scaled)
 SQ0031
 SQ0031                          SUPERSEDED SURVEY CONTROL
 SQ0031
 SQ0031  NGVD 29 (??/??/92)  618.586  (m)         2029.48   (f) ADJ UNCH    1 2
 SQ0031
 SQ0031.Superseded values are not recommended for survey control.
 SQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0031.See file dsdata.txt to determine how the superseded data were derived.
 SQ0031
 SQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP185163(NAD 83)
 SQ0031_MARKER: DB = BENCH MARK DISK
 SQ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0031_STAMPING: G 357 1948
 SQ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0031+STABILITY: SURFACE MOTION
 SQ0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SQ0031+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 SQ0031
 SQ0031  HISTORY     - Date     Condition        Report By
 SQ0031  HISTORY     - 1948     MONUMENTED       CGS
 SQ0031  HISTORY     - 1973     GOOD             USGS
 SQ0031  HISTORY     - 20041020 GOOD             HKM
 SQ0031
 SQ0031                          STATION DESCRIPTION
 SQ0031
 SQ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0031'20.3 MI SE FROM FORT PECK.
 SQ0031'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0031'PECK DAM AT FORT PECK, THENCE 9.35 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0031'ROAD, THENCE 8.0 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 273.9 FEET
 SQ0031'SOUTHWEST OF THE SOUTHWEST CORNER OF NORTH PASTURE CREEK SCHOOL, 48.0
 SQ0031'FEET NORTH OF AND 5.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD,
 SQ0031'16.0 FEET NORTH OF A FENCE CORNER, 3.0 FEET EAST OF A FENCE, 2.8 FEET
 SQ0031'NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 SQ0031'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SQ0031
 SQ0031                          STATION RECOVERY (1973)
 SQ0031
 SQ0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0031'RECOVERED IN GOOD CONDITION.
 SQ0031
 SQ0031                          STATION RECOVERY (2004)
 SQ0031
 SQ0031'RECOVERY NOTE BY HKM ASSOCIATES 2004 (BLS)
 SQ0031'FOUND PER 1948 THE DESCRIPTION, THE FOUNDATION FOR THE PASTURE CREEK
 SQ0031'SCHOOL IS STILL IN PLACE.  THE WITNESS POST IS GONE, A NEW METAL POST
 SQ0031'IS SET 10.6' (3.23M) SOUTHERLY IN RIGHT-OF-WAY BARBWIRE FENCE FOR
 SQ0031'COUNTY ROAD.  POINT IS SITUATED 22' (6.7M) WESTERLY OF BRACE POST OF
 SQ0031'SAID RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0183 ***********************************************************************
 SQ0183  DESIGNATION -  G 358
 SQ0183  PID         -  SQ0183
 SQ0183  STATE/COUNTY-  MT/VALLEY
 SQ0183  USGS QUAD   -  BOMBER COULEE (1985)
 SQ0183
 SQ0183                         *CURRENT SURVEY CONTROL
 SQ0183  ___________________________________________________________________
 SQ0183* NAD 83(1986)-  47 57 04.     (N)    106 48 48.     (W)     SCALED    
 SQ0183* NAVD 88     -       677.903  (meters)    2224.09   (feet)  ADJUSTED  
 SQ0183  ___________________________________________________________________
 SQ0183  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 SQ0183  DYNAMIC HT  -         677.962 (meters)    2224.28  (feet)  COMP
 SQ0183  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 SQ0183
 SQ0183  VERT ORDER  -  SECOND    CLASS 0
 SQ0183
 SQ0183.The horizontal coordinates were scaled from a topographic map and have
 SQ0183.an estimated accuracy of +/- 6 seconds.
 SQ0183
 SQ0183.The orthometric height was determined by differential leveling
 SQ0183.and adjusted by the National Geodetic Survey in June 1991..
 SQ0183
 SQ0183.The geoid height was determined by GEOID03.
 SQ0183
 SQ0183.The dynamic height is computed by dividing the NAVD 88
 SQ0183.geopotential number by the normal gravity value computed on the
 SQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0183.degrees latitude (g = 980.6199 gals.).
 SQ0183
 SQ0183.The modeled gravity was interpolated from observed gravity values.
 SQ0183
 SQ0183;                    North         East    Units  Estimated Accuracy
 SQ0183;SPC MT       -   414,700.      800,550.      MT  (+/- 180 meters Scaled)
 SQ0183
 SQ0183                          SUPERSEDED SURVEY CONTROL
 SQ0183
 SQ0183  NGVD 29 (??/??/92)  677.267  (m)         2222.00   (f) ADJ UNCH    2 0
 SQ0183
 SQ0183.Superseded values are not recommended for survey control.
 SQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0183.See file dsdata.txt to determine how the superseded data were derived.
 SQ0183
 SQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP646124(NAD 83)
 SQ0183_MARKER: DB = BENCH MARK DISK
 SQ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0183_STAMPING: G 358 1948
 SQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0183+STABILITY: SURFACE MOTION
 SQ0183
 SQ0183  HISTORY     - Date     Condition        Report By
 SQ0183  HISTORY     - 1948     MONUMENTED       CGS
 SQ0183  HISTORY     - 1957     GOOD             USGS
 SQ0183
 SQ0183                          STATION DESCRIPTION
 SQ0183
 SQ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0183'29.3 MI SE FROM GLASGOW.
 SQ0183'TO REACH FROM THE GREAT NORTHERN RAILWAY STATION AT GLASGOW, GO 9.3
 SQ0183'MILES SOUTH ALONG STATE HIGHWAY 24 TO THE Y-JUNCTION OF A DIRT ROAD
 SQ0183'LEADING SOUTH, TAKE THE RIGHT FORK AND PROCEED SOUTH ALONG THE GRADED
 SQ0183'DIRT ROAD FOR 17.2 MILES TO THE PINES TO A DIM T-ROAD LEADING
 SQ0183'NORTHWEST, FOLLOW THE DIM ROAD 1.4 MILES NORTHWEST FOR 1.4 MILES TO A
 SQ0183'DIM T-ROAD LEADING NORTHEAST, AND TAKE THE DIM ROAD (THE OLD WILLOW
 SQ0183'CREEK ROAD) FOR 1 MILE NORTHEAST.  THE MARK IS ABOUT 322 FEET
 SQ0183'NORTHEAST OF THE CENTERLINE OF THE ROAD AT A DRAIN CROSSING, AND 53
 SQ0183'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 SQ0183
 SQ0183                          STATION RECOVERY (1957)
 SQ0183
 SQ0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0332 ***********************************************************************
 TH0332  DESIGNATION -  G 359
 TH0332  PID         -  TH0332
 TH0332  STATE/COUNTY-  MT/VALLEY
 TH0332  USGS QUAD   -  OSWEGO (1972)
 TH0332
 TH0332                         *CURRENT SURVEY CONTROL
 TH0332  ___________________________________________________________________
 TH0332* NAD 83(1986)-  48 06 11.     (N)    105 59 41.     (W)     SCALED    
 TH0332* NAVD 88     -       673.399  (meters)    2209.31   (feet)  ADJUSTED  
 TH0332  ___________________________________________________________________
 TH0332  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TH0332  DYNAMIC HT  -         673.473 (meters)    2209.55  (feet)  COMP
 TH0332  MODELED GRAV-     980,698.4   (mgal)                       NAVD 88
 TH0332
 TH0332  VERT ORDER  -  SECOND    CLASS 0
 TH0332
 TH0332.The horizontal coordinates were scaled from a topographic map and have
 TH0332.an estimated accuracy of +/- 6 seconds.
 TH0332
 TH0332.The orthometric height was determined by differential leveling
 TH0332.and adjusted by the National Geodetic Survey in June 1991..
 TH0332
 TH0332.The geoid height was determined by GEOID03.
 TH0332
 TH0332.The dynamic height is computed by dividing the NAVD 88
 TH0332.geopotential number by the normal gravity value computed on the
 TH0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0332.degrees latitude (g = 980.6199 gals.).
 TH0332
 TH0332.The modeled gravity was interpolated from observed gravity values.
 TH0332
 TH0332;                    North         East    Units  Estimated Accuracy
 TH0332;SPC MT       -   433,990.      860,860.      MT  (+/- 180 meters Scaled)
 TH0332
 TH0332                          SUPERSEDED SURVEY CONTROL
 TH0332
 TH0332  NGVD 29 (??/??/92)  672.796  (m)         2207.33   (f) ADJ UNCH    2 0
 TH0332
 TH0332.Superseded values are not recommended for survey control.
 TH0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0332.See file dsdata.txt to determine how the superseded data were derived.
 TH0332
 TH0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP259282(NAD 83)
 TH0332_MARKER: DB = BENCH MARK DISK
 TH0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0332_STAMPING: G 359 1948
 TH0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0332+STABILITY: SURFACE MOTION
 TH0332
 TH0332  HISTORY     - Date     Condition        Report By
 TH0332  HISTORY     - 1948     MONUMENTED       CGS
 TH0332
 TH0332                          STATION DESCRIPTION
 TH0332
 TH0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0332'5.2 MI NE FROM FRAZER.
 TH0332'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0332'STATION AT FRAZER, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0332'46.5 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST INTO
 TH0332'A FIELD, 34.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD,
 TH0332'2.2 FEET NORTH OF A REFERENCE POST, 1.2 FEET WEST OF A FENCE, AND SET
 TH0332'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0220 ***********************************************************************
 RU0220  DESIGNATION -  G 36
 RU0220  PID         -  RU0220
 RU0220  STATE/COUNTY-  MT/GARFIELD
 RU0220  USGS QUAD   -  MC GINNIS BUTTE (1980)
 RU0220
 RU0220                         *CURRENT SURVEY CONTROL
 RU0220  ___________________________________________________________________
 RU0220* NAD 83(1986)-  46 55 51.     (N)    107 22 36.     (W)     SCALED    
 RU0220* NAVD 88     -       999.610  (meters)    3279.55   (feet)  ADJUSTED  
 RU0220  ___________________________________________________________________
 RU0220  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 RU0220  DYNAMIC HT  -         999.545 (meters)    3279.34  (feet)  COMP
 RU0220  MODELED GRAV-     980,512.9   (mgal)                       NAVD 88
 RU0220
 RU0220  VERT ORDER  -  FIRST     CLASS II
 RU0220
 RU0220.The horizontal coordinates were scaled from a topographic map and have
 RU0220.an estimated accuracy of +/- 6 seconds.
 RU0220
 RU0220.The orthometric height was determined by differential leveling
 RU0220.and adjusted by the National Geodetic Survey in June 1991..
 RU0220
 RU0220.The geoid height was determined by GEOID03.
 RU0220
 RU0220.The dynamic height is computed by dividing the NAVD 88
 RU0220.geopotential number by the normal gravity value computed on the
 RU0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0220.degrees latitude (g = 980.6199 gals.).
 RU0220
 RU0220.The modeled gravity was interpolated from observed gravity values.
 RU0220
 RU0220;                    North         East    Units  Estimated Accuracy
 RU0220;SPC MT       -   300,080.      761,580.      MT  (+/- 180 meters Scaled)
 RU0220
 RU0220                          SUPERSEDED SURVEY CONTROL
 RU0220
 RU0220  NGVD 29 (??/??/92)  998.906  (m)         3277.24   (f) ADJ UNCH    1 2
 RU0220
 RU0220.Superseded values are not recommended for survey control.
 RU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0220.See file dsdata.txt to determine how the superseded data were derived.
 RU0220
 RU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN190002(NAD 83)
 RU0220_MARKER: DB = BENCH MARK DISK
 RU0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0220_STAMPING: 3277.244 G 36 1931
 RU0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0220+STABILITY: SURFACE MOTION
 RU0220
 RU0220  HISTORY     - Date     Condition        Report By
 RU0220  HISTORY     - 1931     MONUMENTED       CGS
 RU0220
 RU0220                          STATION DESCRIPTION
 RU0220
 RU0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0220'15.8 MI S FROM EDWARDS.
 RU0220'ABOUT 15.8 MILES SOUTH ALONG THE INGOMAR-EDWARDS ROAD FROM EDWARDS,
 RU0220'GARFIELD COUNTY, ABOUT 2-1/3 MILES NORTH OF THE JUNCTION OF A ROAD
 RU0220'LEADING EAST TOWARD BRUNELDA, ON THE SOUTH SLOPE OF THE
 RU0220'YELLOWSTONE-MISSOURI RIVER DIVIDE, ABOUT 2 MILES FROM THE SUMMIT, AND
 RU0220'ABOUT 25 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED 3277.244 G
 RU0220'36 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0310 ***********************************************************************
 TH0310  DESIGNATION -  G 360
 TH0310  PID         -  TH0310
 TH0310  STATE/COUNTY-  MT/VALLEY
 TH0310  USGS QUAD   -  LUSTRE (1983)
 TH0310
 TH0310                         *CURRENT SURVEY CONTROL
 TH0310  ___________________________________________________________________
 TH0310* NAD 83(1986)-  48 25 23.     (N)    106 00 00.     (W)     SCALED    
 TH0310* NAVD 88     -       884.520  (meters)    2901.96   (feet)  ADJUSTED  
 TH0310  ___________________________________________________________________
 TH0310  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TH0310  DYNAMIC HT  -         884.608 (meters)    2902.25  (feet)  COMP
 TH0310  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 TH0310
 TH0310  VERT ORDER  -  SECOND    CLASS 0
 TH0310
 TH0310.The horizontal coordinates were scaled from a topographic map and have
 TH0310.an estimated accuracy of +/- 6 seconds.
 TH0310
 TH0310.The orthometric height was determined by differential leveling
 TH0310.and adjusted by the National Geodetic Survey in June 1991..
 TH0310
 TH0310.The geoid height was determined by GEOID03.
 TH0310
 TH0310.The dynamic height is computed by dividing the NAVD 88
 TH0310.geopotential number by the normal gravity value computed on the
 TH0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0310.degrees latitude (g = 980.6199 gals.).
 TH0310
 TH0310.The modeled gravity was interpolated from observed gravity values.
 TH0310
 TH0310;                    North         East    Units  Estimated Accuracy
 TH0310;SPC MT       -   469,500.      858,880.      MT  (+/- 180 meters Scaled)
 TH0310
 TH0310                          SUPERSEDED SURVEY CONTROL
 TH0310
 TH0310  NGVD 29 (??/??/92)  883.879  (m)         2899.86   (f) ADJ UNCH    2 0
 TH0310
 TH0310.Superseded values are not recommended for survey control.
 TH0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0310.See file dsdata.txt to determine how the superseded data were derived.
 TH0310
 TH0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP260638(NAD 83)
 TH0310_MARKER: DB = BENCH MARK DISK
 TH0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0310_STAMPING: G 360 1948
 TH0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0310+STABILITY: SURFACE MOTION
 TH0310
 TH0310  HISTORY     - Date     Condition        Report By
 TH0310  HISTORY     - 1948     MONUMENTED       CGS
 TH0310  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0310
 TH0310                          STATION DESCRIPTION
 TH0310
 TH0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0310'27.3 MI NE FROM FRAZER.
 TH0310'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0310'STATION AT FRAZER, THENCE 25.1 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0310'AT THE NORTHWEST CORNER OF SECTION 27, R. 44 E., T. 31 N., 64.0 FEET
 TH0310'EAST OF THE CENTER LINE OF THE ROAD, 30.0 FEET SOUTH OF THE CENTER
 TH0310'LINE OF A TRAIL LEADING EAST, 25.0 FEET EAST OF A FENCE CORNER, 1.9
 TH0310'FEET EAST OF A REFERENCE POST, 1.3 FEET NORTH OF A FENCE, AND SET IN
 TH0310'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TH0310
 TH0310                          STATION RECOVERY (1977)
 TH0310
 TH0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0286 ***********************************************************************
 TH0286  DESIGNATION -  G 361
 TH0286  PID         -  TH0286
 TH0286  STATE/COUNTY-  MT/ROOSEVELT
 TH0286  USGS QUAD   -  REED SPRINGS (1983)
 TH0286
 TH0286                         *CURRENT SURVEY CONTROL
 TH0286  ___________________________________________________________________
 TH0286* NAD 83(1986)-  48 27 46.     (N)    105 32 16.     (W)     SCALED    
 TH0286* NAVD 88     -       850.216  (meters)    2789.42   (feet)  ADJUSTED  
 TH0286  ___________________________________________________________________
 TH0286  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TH0286  DYNAMIC HT  -         850.311 (meters)    2789.73  (feet)  COMP
 TH0286  MODELED GRAV-     980,694.0   (mgal)                       NAVD 88
 TH0286
 TH0286  VERT ORDER  -  SECOND    CLASS 0
 TH0286
 TH0286.The horizontal coordinates were scaled from a topographic map and have
 TH0286.an estimated accuracy of +/- 6 seconds.
 TH0286
 TH0286.The orthometric height was determined by differential leveling
 TH0286.and adjusted by the National Geodetic Survey in June 1991..
 TH0286
 TH0286.The geoid height was determined by GEOID03.
 TH0286
 TH0286.The dynamic height is computed by dividing the NAVD 88
 TH0286.geopotential number by the normal gravity value computed on the
 TH0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0286.degrees latitude (g = 980.6199 gals.).
 TH0286
 TH0286.The modeled gravity was interpolated from observed gravity values.
 TH0286
 TH0286;                    North         East    Units  Estimated Accuracy
 TH0286;SPC MT       -   475,540.      892,820.      MT  (+/- 180 meters Scaled)
 TH0286
 TH0286                          SUPERSEDED SURVEY CONTROL
 TH0286
 TH0286  NGVD 29 (??/??/92)  849.598  (m)         2787.39   (f) ADJ UNCH    2 0
 TH0286
 TH0286.Superseded values are not recommended for survey control.
 TH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0286.See file dsdata.txt to determine how the superseded data were derived.
 TH0286
 TH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP602678(NAD 83)
 TH0286_MARKER: DB = BENCH MARK DISK
 TH0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0286_STAMPING: G 361 1948
 TH0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0286+STABILITY: SURFACE MOTION
 TH0286
 TH0286  HISTORY     - Date     Condition        Report By
 TH0286  HISTORY     - 1948     MONUMENTED       CGS
 TH0286  HISTORY     - 1977     GOOD             USGS
 TH0286
 TH0286                          STATION DESCRIPTION
 TH0286
 TH0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0286'30.8 MI NE FROM WOLF POINT.
 TH0286'0.2 MILE WEST ALONG AN ASPHALT STREET FROM THE GREAT NORTHERN RAILWAY
 TH0286'STATION AT WOLF POINT, THENCE 25.6 MILES NORTH ALONG A GRADED DIRT
 TH0286'ROAD, THENCE 5.0 MILES EAST ALONG A GRADED DIRT ROAD, 1.0 MILE SOUTH
 TH0286'OF BENCH MARK M 286, AT THE SOUTHWEST CORNER OF SECTION 6, R. 48 E.,
 TH0286'T. 31 N., AT A ROAD INTERSECTION, 116.0 FEET EAST OF THE CENTER LINE
 TH0286'OF A NORTH-SOUTH ROAD, 67.0 FEET NORTH OF THE CENTER LINE OF AN
 TH0286'EAST-WEST ROAD, 9.7 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 TH0286'SCHOOLHOUSE, 9.1 FEET WEST OF THE CENTER OF A WELL, 7.2 FEET EAST OF
 TH0286'THE EAST EDGE OF A CONCRETE STEP AT THE SOUTH ENTRANCE TO THE SCHOOL,
 TH0286'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 TH0286'OF THE GROUND.
 TH0286
 TH0286                          STATION RECOVERY (1977)
 TH0286
 TH0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0286'0.2 MILE WEST ALONG AN ASPHALT STREET FROM THE GREAT NORTHERN RAILWAY
 TH0286'STATION AT WOLF POINT, THENCE 25.6 MILES NORTH ALONG A GRADED DIRT
 TH0286'ROAD THENCE 5.0 MILES EAST ALONG A GRADED DIRT ROAD, 1.0 MILE SOUTH
 TH0286'OF BENCH MARK M 286, AT THE SOUTHWEST CORNER OF SECTION 6, R.48 E.,
 TH0286'T. 31 N., AT A ROAD INTERSECTION, 116.0 FEET EAST OF THE CENTER LINE
 TH0286'OF A NORTH-SOUTH ROAD, 67.0 FEET NORTH OF THE CENTER LINE OF AN
 TH0286'EAST-WEST ROAD, 9.1 FEET WEST OF THE CENTER OF A WELL, 7.2 FEET WEST
 TH0286'OF THE WEST EDGE OF A STEP AT THE SOUTH ENTRANCE TO THE SCHOOL, AND
 TH0286'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 TH0286'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0219 ***********************************************************************
 SQ0219  DESIGNATION -  G 362
 SQ0219  PID         -  SQ0219
 SQ0219  STATE/COUNTY-  MT/VALLEY
 SQ0219  USGS QUAD   -  LEWIS RESERVOIR (1978)
 SQ0219
 SQ0219                         *CURRENT SURVEY CONTROL
 SQ0219  ___________________________________________________________________
 SQ0219* NAD 83(1986)-  47 57 16.     (N)    106 42 34.     (W)     SCALED    
 SQ0219* NAVD 88     -       739.482  (meters)    2426.12   (feet)  ADJUSTED  
 SQ0219  ___________________________________________________________________
 SQ0219  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SQ0219  DYNAMIC HT  -         739.547 (meters)    2426.33  (feet)  COMP
 SQ0219  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 SQ0219
 SQ0219  VERT ORDER  -  SECOND    CLASS 0
 SQ0219
 SQ0219.The horizontal coordinates were scaled from a topographic map and have
 SQ0219.an estimated accuracy of +/- 6 seconds.
 SQ0219
 SQ0219.The orthometric height was determined by differential leveling
 SQ0219.and adjusted by the National Geodetic Survey in June 1991..
 SQ0219
 SQ0219.The geoid height was determined by GEOID03.
 SQ0219
 SQ0219.The dynamic height is computed by dividing the NAVD 88
 SQ0219.geopotential number by the normal gravity value computed on the
 SQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0219.degrees latitude (g = 980.6199 gals.).
 SQ0219
 SQ0219.The modeled gravity was interpolated from observed gravity values.
 SQ0219
 SQ0219;                    North         East    Units  Estimated Accuracy
 SQ0219;SPC MT       -   415,340.      808,290.      MT  (+/- 180 meters Scaled)
 SQ0219
 SQ0219                          SUPERSEDED SURVEY CONTROL
 SQ0219
 SQ0219  NGVD 29 (??/??/92)  738.853  (m)         2424.05   (f) ADJ UNCH    2 0
 SQ0219
 SQ0219.Superseded values are not recommended for survey control.
 SQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0219.See file dsdata.txt to determine how the superseded data were derived.
 SQ0219
 SQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP723126(NAD 83)
 SQ0219_MARKER: DB = BENCH MARK DISK
 SQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0219_STAMPING: G 362 1948
 SQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0219+STABILITY: SURFACE MOTION
 SQ0219
 SQ0219  HISTORY     - Date     Condition        Report By
 SQ0219  HISTORY     - 1948     MONUMENTED       CGS
 SQ0219
 SQ0219                          STATION DESCRIPTION
 SQ0219
 SQ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0219'22.75 MI S FROM GLASGOW.
 SQ0219'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0219'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0219'ROAD, THENCE 6.6 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 3.65
 SQ0219'MILES SOUTH ALONG THE PINES ROAD.  AT A JUNCTION WITH A TRAIL LEADING
 SQ0219'SOUTHEAST, ON THE OUTSIDE OF A CURVE, 89.0 FEET EAST OF THE CENTER
 SQ0219'LINE OF THE ROAD (FROM THE CENTER OF THE CURVE), 43.0 FEET NORTHEAST
 SQ0219'OF THE CENTER LINE OF THE TRAIL LEADING SOUTHEAST, 2.0 FEET EAST OF A
 SQ0219'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SQ0219'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0250 ***********************************************************************
 SQ0250  DESIGNATION -  G 363
 SQ0250  PID         -  SQ0250
 SQ0250  STATE/COUNTY-  MT/VALLEY
 SQ0250  USGS QUAD   -  MURRAY HILL (1973)
 SQ0250
 SQ0250                         *CURRENT SURVEY CONTROL
 SQ0250  ___________________________________________________________________
 SQ0250* NAD 83(1986)-  47 50 42.     (N)    107 03 09.     (W)     SCALED    
 SQ0250* NAVD 88     -       738.705  (meters)    2423.57   (feet)  ADJUSTED  
 SQ0250  ___________________________________________________________________
 SQ0250  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 SQ0250  DYNAMIC HT  -         738.752 (meters)    2423.72  (feet)  COMP
 SQ0250  MODELED GRAV-     980,650.3   (mgal)                       NAVD 88
 SQ0250
 SQ0250  VERT ORDER  -  SECOND    CLASS 0
 SQ0250
 SQ0250.The horizontal coordinates were scaled from a topographic map and have
 SQ0250.an estimated accuracy of +/- 6 seconds.
 SQ0250
 SQ0250.The orthometric height was determined by differential leveling
 SQ0250.and adjusted by the National Geodetic Survey in June 1991..
 SQ0250
 SQ0250.The geoid height was determined by GEOID03.
 SQ0250
 SQ0250.The dynamic height is computed by dividing the NAVD 88
 SQ0250.geopotential number by the normal gravity value computed on the
 SQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0250.degrees latitude (g = 980.6199 gals.).
 SQ0250
 SQ0250.The modeled gravity was interpolated from observed gravity values.
 SQ0250
 SQ0250;                    North         East    Units  Estimated Accuracy
 SQ0250;SPC MT       -   402,330.      783,070.      MT  (+/- 180 meters Scaled)
 SQ0250
 SQ0250                          SUPERSEDED SURVEY CONTROL
 SQ0250
 SQ0250  NGVD 29 (??/??/92)  738.034  (m)         2421.37   (f) ADJ UNCH    2 0
 SQ0250
 SQ0250.Superseded values are not recommended for survey control.
 SQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0250.See file dsdata.txt to determine how the superseded data were derived.
 SQ0250
 SQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP464011(NAD 83)
 SQ0250_MARKER: DB = BENCH MARK DISK
 SQ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0250_STAMPING: G 363 1948
 SQ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0250+STABILITY: SURFACE MOTION
 SQ0250
 SQ0250  HISTORY     - Date     Condition        Report By
 SQ0250  HISTORY     - 1948     MONUMENTED       CGS
 SQ0250  HISTORY     - 1973     GOOD             USGS
 SQ0250
 SQ0250                          STATION DESCRIPTION
 SQ0250
 SQ0250'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SQ0250'38.3 MI S FROM GLASGOW.
 SQ0250'9.4 MI. SE. ALONG STATE HWY. 24 FROM THE BURLINGTON NORTHERN RAILWAY
 SQ0250'STATION IN GLASGOW.  THENCE 3.1 MI. S. ALONG GRADED RD. , THENCE 25.8
 SQ0250'MI. SW ALONG GRADED RD. TOWARDS BURKES RANCH 0.4 MI. EAST OF A T-RD.
 SQ0250'SOUTH AND 64 FT. SOUTH OF CENTERLINE OF THE ROAD. A STANDARD USC AND
 SQ0250'GS TABLET SET IN A CONCRETE POST PROJECTING 0.6 FT. AND STAMPED G 363
 SQ0250'1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0013 ***********************************************************************
 TJ0013  DESIGNATION -  G 364
 TJ0013  PID         -  TJ0013
 TJ0013  STATE/COUNTY-  MT/VALLEY
 TJ0013  USGS QUAD   -  OPHEIM (1973)
 TJ0013
 TJ0013                         *CURRENT SURVEY CONTROL
 TJ0013  ___________________________________________________________________
 TJ0013* NAD 83(1986)-  48 51 18.     (N)    106 26 52.     (W)     SCALED    
 TJ0013* NAVD 88     -       998.655  (meters)    3276.42   (feet)  ADJUSTED  
 TJ0013  ___________________________________________________________________
 TJ0013  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TJ0013  DYNAMIC HT  -         998.769 (meters)    3276.79  (feet)  COMP
 TJ0013  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 TJ0013
 TJ0013  VERT ORDER  -  SECOND    CLASS 0
 TJ0013
 TJ0013.The horizontal coordinates were scaled from a topographic map and have
 TJ0013.an estimated accuracy of +/- 6 seconds.
 TJ0013
 TJ0013.The orthometric height was determined by differential leveling
 TJ0013.and adjusted by the National Geodetic Survey in June 1991..
 TJ0013
 TJ0013.The geoid height was determined by GEOID03.
 TJ0013
 TJ0013.The dynamic height is computed by dividing the NAVD 88
 TJ0013.geopotential number by the normal gravity value computed on the
 TJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0013.degrees latitude (g = 980.6199 gals.).
 TJ0013
 TJ0013.The modeled gravity was interpolated from observed gravity values.
 TJ0013
 TJ0013;                    North         East    Units  Estimated Accuracy
 TJ0013;SPC MT       -   516,110.      823,910.      MT  (+/- 180 meters Scaled)
 TJ0013
 TJ0013                          SUPERSEDED SURVEY CONTROL
 TJ0013
 TJ0013  NGVD 29 (??/??/92)  997.953  (m)         3274.12   (f) ADJ UNCH    2 0
 TJ0013
 TJ0013.Superseded values are not recommended for survey control.
 TJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0013.See file dsdata.txt to determine how the superseded data were derived.
 TJ0013
 TJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ938123(NAD 83)
 TJ0013_MARKER: DB = BENCH MARK DISK
 TJ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0013_STAMPING: G 364 1948
 TJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0013+STABILITY: SURFACE MOTION
 TJ0013
 TJ0013  HISTORY     - Date     Condition        Report By
 TJ0013  HISTORY     - 1948     MONUMENTED       CGS
 TJ0013
 TJ0013                          STATION DESCRIPTION
 TJ0013
 TJ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0013'1.8 MI W FROM OPHEIM.
 TJ0013'1.8 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TJ0013'STATION AT OPHEIM, 46.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE
 TJ0013'OF THE ROAD, 3.0 FEET EAST OF THE EAST END OF A WIRE GATE ACROSS A
 TJ0013'FIELD ENTRANCE, 1.7 FEET WEST OF A REFERENCE POST, 0.8 FOOT NORTH OF A
 TJ0013'FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 TJ0013'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0259 ***********************************************************************
 TJ0259  DESIGNATION -  G 365
 TJ0259  PID         -  TJ0259
 TJ0259  STATE/COUNTY-  MT/VALLEY
 TJ0259  USGS QUAD   -  THOENY (1984)
 TJ0259
 TJ0259                         *CURRENT SURVEY CONTROL
 TJ0259  ___________________________________________________________________
 TJ0259* NAD 83(1986)-  48 54 45.     (N)    106 54 57.     (W)     SCALED    
 TJ0259* NAVD 88     -       772.189  (meters)    2533.42   (feet)  ADJUSTED  
 TJ0259  ___________________________________________________________________
 TJ0259  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TJ0259  DYNAMIC HT  -         772.307 (meters)    2533.81  (feet)  COMP
 TJ0259  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 TJ0259
 TJ0259  VERT ORDER  -  SECOND    CLASS 0
 TJ0259
 TJ0259.The horizontal coordinates were scaled from a topographic map and have
 TJ0259.an estimated accuracy of +/- 6 seconds.
 TJ0259
 TJ0259.The orthometric height was determined by differential leveling
 TJ0259.and adjusted by the National Geodetic Survey in June 1991..
 TJ0259
 TJ0259.The geoid height was determined by GEOID03.
 TJ0259
 TJ0259.The dynamic height is computed by dividing the NAVD 88
 TJ0259.geopotential number by the normal gravity value computed on the
 TJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0259.degrees latitude (g = 980.6199 gals.).
 TJ0259
 TJ0259.The modeled gravity was interpolated from observed gravity values.
 TJ0259
 TJ0259;                    North         East    Units  Estimated Accuracy
 TJ0259;SPC MT       -   521,260.      789,380.      MT  (+/- 180 meters Scaled)
 TJ0259
 TJ0259                          SUPERSEDED SURVEY CONTROL
 TJ0259
 TJ0259  NGVD 29 (??/??/92)  771.510  (m)         2531.20   (f) ADJ UNCH    2 0
 TJ0259
 TJ0259.Superseded values are not recommended for survey control.
 TJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0259.See file dsdata.txt to determine how the superseded data were derived.
 TJ0259
 TJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ596194(NAD 83)
 TJ0259_MARKER: DB = BENCH MARK DISK
 TJ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0259_STAMPING: G 365 1948
 TJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0259+STABILITY: SURFACE MOTION
 TJ0259
 TJ0259  HISTORY     - Date     Condition        Report By
 TJ0259  HISTORY     - 1948     MONUMENTED       CGS
 TJ0259  HISTORY     - 1976     GOOD             USGS
 TJ0259
 TJ0259                          STATION DESCRIPTION
 TJ0259
 TJ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0259'3.65 MI WNE FROM THOENY.
 TJ0259'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT THOENY,
 TJ0259'THENCE 2.1 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.45 MILES
 TJ0259'EAST ALONG A GRADED DIRT ROAD, 1.6 MILES WEST OF A POINT WHERE THE
 TJ0259'ROAD CROSSES THE MAIN CHANNEL OF ROCK CREEK, 72.0 FEET SOUTHWEST OF
 TJ0259'THE CENTER LINE OF THE ROAD (FROM THE CENTER OF AN S CURVE), 55.1 FEET
 TJ0259'EAST OF AN L FENCE CORNER, 2.8 FEET WEST OF A REFERENCE POST, 1.2 FEET
 TJ0259'NORTH OF A FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TJ0259'FOOT ABOVE THE GROUND.
 TJ0259
 TJ0259                          STATION RECOVERY (1976)
 TJ0259
 TJ0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0259'FROM THE POST OFFICE IN OPHEIM GO S. 0.1 MI., THENCE WEST ON COUNTY
 TJ0259'ROAD 26.3 MI. TO COUNTY ROAD JUNCT. JUST NORTHEAST OF HILLCREST CEM.
 TJ0259'AT THOENY, THENCE NORTH ON COUNTY ROAD 2.2 MI. TO Y JUNCT., THENCE
 TJ0259'FOLLOW RIGHT FORK NORTHEAST 0.4 MI. TO WIRE GATE AND BM. BM IS 106
 TJ0259'FT. S. AND 55 FT. E OF CENTER OF WIRE GATE. A STANDARD TABLET SET IN
 TJ0259'A CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0059 ***********************************************************************
 TL0059  DESIGNATION -  G 367
 TL0059  PID         -  TL0059
 TL0059  STATE/COUNTY-  MT/HILL
 TL0059  USGS QUAD   -  BOX ELDER (1969)
 TL0059
 TL0059                         *CURRENT SURVEY CONTROL
 TL0059  ___________________________________________________________________
 TL0059* NAD 83(1986)-  48 19 13.     (N)    110 02 06.     (W)     SCALED    
 TL0059* NAVD 88     -       809.375  (meters)    2655.42   (feet)  ADJUSTED  
 TL0059  ___________________________________________________________________
 TL0059  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TL0059  DYNAMIC HT  -         809.431 (meters)    2655.61  (feet)  COMP
 TL0059  MODELED GRAV-     980,653.4   (mgal)                       NAVD 88
 TL0059
 TL0059  VERT ORDER  -  SECOND    CLASS 0
 TL0059
 TL0059.The horizontal coordinates were scaled from a topographic map and have
 TL0059.an estimated accuracy of +/- 6 seconds.
 TL0059
 TL0059.The orthometric height was determined by differential leveling
 TL0059.and adjusted by the National Geodetic Survey in June 1991..
 TL0059
 TL0059.The geoid height was determined by GEOID03.
 TL0059
 TL0059.The dynamic height is computed by dividing the NAVD 88
 TL0059.geopotential number by the normal gravity value computed on the
 TL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0059.degrees latitude (g = 980.6199 gals.).
 TL0059
 TL0059.The modeled gravity was interpolated from observed gravity values.
 TL0059
 TL0059;                    North         East    Units  Estimated Accuracy
 TL0059;SPC MT       -   452,430.      560,340.      MT  (+/- 180 meters Scaled)
 TL0059
 TL0059                          SUPERSEDED SURVEY CONTROL
 TL0059
 TL0059  NGVD 29 (??/??/92)  808.523  (m)         2652.63   (f) ADJ UNCH    2 0
 TL0059
 TL0059.Superseded values are not recommended for survey control.
 TL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0059.See file dsdata.txt to determine how the superseded data were derived.
 TL0059
 TL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU715523(NAD 83)
 TL0059_MARKER: DB = BENCH MARK DISK
 TL0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0059_STAMPING: G 367 1948
 TL0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0059+STABILITY: SURFACE MOTION
 TL0059
 TL0059  HISTORY     - Date     Condition        Report By
 TL0059  HISTORY     - 1948     MONUMENTED       CGS
 TL0059  HISTORY     - 1969     MARK NOT FOUND   USGS
 TL0059
 TL0059                          STATION DESCRIPTION
 TL0059
 TL0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0059'1.0 MI W FROM BOX ELDER.
 TL0059'1.0 MILE WEST ALONG A GRAVELED ROAD FROM THE BEAR PAW HOTEL AT BOX
 TL0059'ELDER, 0.2 MILE WEST OF A T ROAD JUNCTION WITH A ROAD LEADING NORTH,
 TL0059'0.3 MILE EAST OF THE SOUTHWEST CORNER OF SECTION 27, T. 30 N., R. 13
 TL0059'E., 41.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET WEST OF A
 TL0059'REFERENCE POST, 1.1 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A
 TL0059'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- ROAD
 TL0059'CONSTRUCTION IN THE AREA.
 TL0059
 TL0059                          STATION RECOVERY (1969)
 TL0059
 TL0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TL0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0188 ***********************************************************************
 TL0188  DESIGNATION -  G 368
 TL0188  PID         -  TL0188
 TL0188  STATE/COUNTY-  MT/CHOUTEAU
 TL0188  USGS QUAD   -  ROCKY COULEE SE (1970)
 TL0188
 TL0188                         *CURRENT SURVEY CONTROL
 TL0188  ___________________________________________________________________
 TL0188* NAD 83(1986)-  48 16 49.     (N)    110 31 04.     (W)     SCALED    
 TL0188* NAVD 88     -       881.020  (meters)    2890.48   (feet)  ADJUSTED  
 TL0188  ___________________________________________________________________
 TL0188  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TL0188  DYNAMIC HT  -         881.080 (meters)    2890.68  (feet)  COMP
 TL0188  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 TL0188
 TL0188  VERT ORDER  -  SECOND    CLASS 0
 TL0188
 TL0188.The horizontal coordinates were scaled from a topographic map and have
 TL0188.an estimated accuracy of +/- 6 seconds.
 TL0188
 TL0188.The orthometric height was determined by differential leveling
 TL0188.and adjusted by the National Geodetic Survey in June 1991..
 TL0188
 TL0188.The geoid height was determined by GEOID03.
 TL0188
 TL0188.The dynamic height is computed by dividing the NAVD 88
 TL0188.geopotential number by the normal gravity value computed on the
 TL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0188.degrees latitude (g = 980.6199 gals.).
 TL0188
 TL0188.The modeled gravity was interpolated from observed gravity values.
 TL0188
 TL0188;                    North         East    Units  Estimated Accuracy
 TL0188;SPC MT       -   448,340.      524,490.      MT  (+/- 180 meters Scaled)
 TL0188
 TL0188                          SUPERSEDED SURVEY CONTROL
 TL0188
 TL0188  NGVD 29 (??/??/92)  880.151  (m)         2887.63   (f) ADJ UNCH    2 0
 TL0188
 TL0188.Superseded values are not recommended for survey control.
 TL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0188.See file dsdata.txt to determine how the superseded data were derived.
 TL0188
 TL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU357475(NAD 83)
 TL0188_MARKER: DB = BENCH MARK DISK
 TL0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0188_STAMPING: G 368 1948
 TL0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0188+STABILITY: SURFACE MOTION
 TL0188
 TL0188  HISTORY     - Date     Condition        Report By
 TL0188  HISTORY     - 1948     MONUMENTED       CGS
 TL0188  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0188
 TL0188                          STATION DESCRIPTION
 TL0188
 TL0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0188'21.3 MI SE FROM RUDYARD.
 TL0188'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0188'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0188'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES SOUTH
 TL0188'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, AT THE NORTHEAST CORNER
 TL0188'OF SECTION 14, T. 29 N., R. 9 E., 123.2 FEET NORTHEAST OF THE
 TL0188'NORTHEAST CORNER OF A CONCRETE WELL CURB, 51.0 FEET WEST OF THE CENTER
 TL0188'LINE OF A NORTH-SOUTH ROAD, 40.0 FEET SOUTH OF THE CENTER LINE OF AN
 TL0188'EASTWEST ROAD, 1.6 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 TL0188'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TL0188
 TL0188                          STATION RECOVERY (1970)
 TL0188
 TL0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0178 ***********************************************************************
 TL0178  DESIGNATION -  G 369
 TL0178  PID         -  TL0178
 TL0178  STATE/COUNTY-  MT/LIBERTY
 TL0178  USGS QUAD   -  POVERTY COULEE SE (1970)
 TL0178
 TL0178                         *CURRENT SURVEY CONTROL
 TL0178  ___________________________________________________________________
 TL0178* NAD 83(1986)-  48 19 14.     (N)    110 51 19.     (W)     SCALED    
 TL0178* NAVD 88     -       889.071  (meters)    2916.89   (feet)  ADJUSTED  
 TL0178  ___________________________________________________________________
 TL0178  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 TL0178  DYNAMIC HT  -         889.133 (meters)    2917.10  (feet)  COMP
 TL0178  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 TL0178
 TL0178  VERT ORDER  -  SECOND    CLASS 0
 TL0178
 TL0178.The horizontal coordinates were scaled from a topographic map and have
 TL0178.an estimated accuracy of +/- 6 seconds.
 TL0178
 TL0178.The orthometric height was determined by differential leveling
 TL0178.and adjusted by the National Geodetic Survey in June 1991..
 TL0178
 TL0178.The geoid height was determined by GEOID03.
 TL0178
 TL0178.The dynamic height is computed by dividing the NAVD 88
 TL0178.geopotential number by the normal gravity value computed on the
 TL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0178.degrees latitude (g = 980.6199 gals.).
 TL0178
 TL0178.The modeled gravity was interpolated from observed gravity values.
 TL0178
 TL0178;                    North         East    Units  Estimated Accuracy
 TL0178;SPC MT       -   453,190.      499,530.      MT  (+/- 180 meters Scaled)
 TL0178
 TL0178                          SUPERSEDED SURVEY CONTROL
 TL0178
 TL0178  NGVD 29 (??/??/92)  888.186  (m)         2913.99   (f) ADJ UNCH    2 0
 TL0178
 TL0178.Superseded values are not recommended for survey control.
 TL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0178.See file dsdata.txt to determine how the superseded data were derived.
 TL0178
 TL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU107519(NAD 83)
 TL0178_MARKER: DD = SURVEY DISK
 TL0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0178_STAMPING: G 369 1948
 TL0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0178+STABILITY: SURFACE MOTION
 TL0178
 TL0178  HISTORY     - Date     Condition        Report By
 TL0178  HISTORY     - 1948     MONUMENTED       BOR
 TL0178  HISTORY     - 1948     GOOD             NGS
 TL0178
 TL0178                          STATION DESCRIPTION
 TL0178
 TL0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0178'31.9 MI SW FROM RUDYARD.
 TL0178'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0178'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0178'THENCE 13.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 TL0178'ALONG A GRADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG A FENCE, 180
 TL0178'YARDS (PACED) SOUTH OF AN EAST-WEST FENCE, 25 YARDS (PACED) EAST OF
 TL0178'THE EAST EDGE OF THE CANYON ON THE EAST SIDE OF COTTONWOOD CREEK, 2.8
 TL0178'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 TL0178'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0124 ***********************************************************************
 SQ0124  DESIGNATION -  G 37
 SQ0124  PID         -  SQ0124
 SQ0124  STATE/COUNTY-  MT/GARFIELD
 SQ0124  USGS QUAD   -  JORDAN (1964)
 SQ0124
 SQ0124                         *CURRENT SURVEY CONTROL
 SQ0124  ___________________________________________________________________
 SQ0124* NAD 83(1986)-  47 19 30.     (N)    106 55 19.     (W)     SCALED    
 SQ0124* NAVD 88     -       807.662  (meters)    2649.80   (feet)  ADJUSTED  
 SQ0124  ___________________________________________________________________
 SQ0124  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 SQ0124  DYNAMIC HT  -         807.676 (meters)    2649.85  (feet)  COMP
 SQ0124  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 SQ0124
 SQ0124  VERT ORDER  -  FIRST     CLASS II
 SQ0124
 SQ0124.The horizontal coordinates were scaled from a topographic map and have
 SQ0124.an estimated accuracy of +/- 6 seconds.
 SQ0124
 SQ0124.The orthometric height was determined by differential leveling
 SQ0124.and adjusted by the National Geodetic Survey in June 1991..
 SQ0124
 SQ0124.The geoid height was determined by GEOID03.
 SQ0124
 SQ0124.The dynamic height is computed by dividing the NAVD 88
 SQ0124.geopotential number by the normal gravity value computed on the
 SQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0124.degrees latitude (g = 980.6199 gals.).
 SQ0124
 SQ0124.The modeled gravity was interpolated from observed gravity values.
 SQ0124
 SQ0124;                    North         East    Units  Estimated Accuracy
 SQ0124;SPC MT       -   344,890.      794,730.      MT  (+/- 180 meters Scaled)
 SQ0124
 SQ0124                          SUPERSEDED SURVEY CONTROL
 SQ0124
 SQ0124  NGVD 29 (??/??/92)  806.981  (m)         2647.57   (f) ADJ UNCH    1 2
 SQ0124
 SQ0124.Superseded values are not recommended for survey control.
 SQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0124.See file dsdata.txt to determine how the superseded data were derived.
 SQ0124
 SQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN547430(NAD 83)
 SQ0124_MARKER: DB = BENCH MARK DISK
 SQ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0124_STAMPING: 2647.570 G 37 1931
 SQ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0124+STABILITY: SURFACE MOTION
 SQ0124
 SQ0124  HISTORY     - Date     Condition        Report By
 SQ0124  HISTORY     - 1931     MONUMENTED       CGS
 SQ0124  HISTORY     - 1934     GOOD             NGS
 SQ0124  HISTORY     - 1964     GOOD             USGS
 SQ0124
 SQ0124                          STATION DESCRIPTION
 SQ0124
 SQ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0124'0.9 MI W FROM JORDAN.
 SQ0124'0.9 MILE WEST ALONG THE JORDAN-BRUSETT ROAD FROM JORDAN, GARFIELD
 SQ0124'COUNTY, AT THE EAST FENCE LINE OF THE PIONEER CEMETERY, 40 FEET SOUTH
 SQ0124'OF THE ROAD, AND 12 FEET SOUTH OF THE NORTHEAST FENCE CORNER.  A
 SQ0124'STANDARD DISK, STAMPED 2647.570 G 37 1931 AND SET IN THE TOP OF A
 SQ0124'CONCRETE POST.
 SQ0124
 SQ0124                          STATION RECOVERY (1964)
 SQ0124
 SQ0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SQ0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0192 ***********************************************************************
 TL0192  DESIGNATION -  G 370
 TL0192  PID         -  TL0192
 TL0192  STATE/COUNTY-  MT/HILL
 TL0192  USGS QUAD   -  RUDYARD (1972)
 TL0192
 TL0192                         *CURRENT SURVEY CONTROL
 TL0192  ___________________________________________________________________
 TL0192* NAD 83(1986)-  48 33 31.     (N)    110 33 11.     (W)     SCALED    
 TL0192* NAVD 88     -       948.115  (meters)    3110.61   (feet)  ADJUSTED  
 TL0192  ___________________________________________________________________
 TL0192  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 TL0192  DYNAMIC HT  -         948.189 (meters)    3110.85  (feet)  COMP
 TL0192  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 TL0192
 TL0192  VERT ORDER  -  FIRST     CLASS II
 TL0192
 TL0192.The horizontal coordinates were scaled from a topographic map and have
 TL0192.an estimated accuracy of +/- 6 seconds.
 TL0192
 TL0192.The orthometric height was determined by differential leveling
 TL0192.and adjusted by the National Geodetic Survey in June 1991..
 TL0192
 TL0192.The geoid height was determined by GEOID03.
 TL0192
 TL0192.The dynamic height is computed by dividing the NAVD 88
 TL0192.geopotential number by the normal gravity value computed on the
 TL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0192.degrees latitude (g = 980.6199 gals.).
 TL0192
 TL0192.The modeled gravity was interpolated from observed gravity values.
 TL0192
 TL0192;                    North         East    Units  Estimated Accuracy
 TL0192;SPC MT       -   479,310.      522,290.      MT  (+/- 180 meters Scaled)
 TL0192
 TL0192                          SUPERSEDED SURVEY CONTROL
 TL0192
 TL0192  NGVD 29 (??/??/92)  947.206  (m)         3107.62   (f) ADJ UNCH    1 2
 TL0192
 TL0192.Superseded values are not recommended for survey control.
 TL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0192.See file dsdata.txt to determine how the superseded data were derived.
 TL0192
 TL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU329784(NAD 83)
 TL0192_MARKER: DB = BENCH MARK DISK
 TL0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0192_STAMPING: G 370 1948
 TL0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0192+STABILITY: SURFACE MOTION
 TL0192
 TL0192  HISTORY     - Date     Condition        Report By
 TL0192  HISTORY     - 1948     MONUMENTED       CGS
 TL0192  HISTORY     - 1979     GOOD             NGS
 TL0192
 TL0192                          STATION DESCRIPTION
 TL0192
 TL0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0192'IN RUDYARD.
 TL0192'AT RUDYARD, HILL COUNTY, ON THE GREAT NORTHERN RAILWAY, 0.1 MILE EAST
 TL0192'OF THE STATION, 258 FEET EAST OF THE MAIN STREET, 84.4 FEET NORTH OF
 TL0192'THE NORTH RAIL OF THE MAIN TRACK, 64 FEET EAST OF A NORTH-AND-SOUTH
 TL0192'POWER-TRANSMISSION LINE, 3.5 FEET SOUTHEAST OF THE NORTH ONE OF DOUBLE
 TL0192'POLES, IN LINE WITH THE ROW OF POLES, AND 1.8 FEET WEST OF A WHITE
 TL0192'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 370 1948 AND SET IN
 TL0192'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 TL0192
 TL0192                          STATION RECOVERY (1979)
 TL0192
 TL0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0192'ADD=57 FEET SOUTH OF THE CENTER OF A PAVED STREET PARALLELING THE
 TL0192'TRACKS, AND 3.8 FEET NORTHEAST OF THE SOUTH ONE OF A DOUBLE TELEPHONE
 TL0192'POLE WITH FOUR GUY WIRES.
 TL0192'THE MARK IS 2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0209 ***********************************************************************
 TL0209  DESIGNATION -  G 371
 TL0209  PID         -  TL0209
 TL0209  STATE/COUNTY-  MT/LIBERTY
 TL0209  USGS QUAD   -  JOPLIN (1963)
 TL0209
 TL0209                         *CURRENT SURVEY CONTROL
 TL0209  ___________________________________________________________________
 TL0209* NAD 83(1986)-  48 33 18.     (N)    110 51 53.     (W)     SCALED    
 TL0209* NAVD 88     -      1026.535  (meters)    3367.89   (feet)  ADJUSTED  
 TL0209  ___________________________________________________________________
 TL0209  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 TL0209  DYNAMIC HT  -        1026.617 (meters)    3368.16  (feet)  COMP
 TL0209  MODELED GRAV-     980,654.9   (mgal)                       NAVD 88
 TL0209
 TL0209  VERT ORDER  -  FIRST     CLASS II
 TL0209
 TL0209.The horizontal coordinates were scaled from a topographic map and have
 TL0209.an estimated accuracy of +/- 6 seconds.
 TL0209
 TL0209.The orthometric height was determined by differential leveling
 TL0209.and adjusted by the National Geodetic Survey in June 1991..
 TL0209
 TL0209.The geoid height was determined by GEOID03.
 TL0209
 TL0209.The dynamic height is computed by dividing the NAVD 88
 TL0209.geopotential number by the normal gravity value computed on the
 TL0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0209.degrees latitude (g = 980.6199 gals.).
 TL0209
 TL0209.The modeled gravity was interpolated from observed gravity values.
 TL0209
 TL0209;                    North         East    Units  Estimated Accuracy
 TL0209;SPC MT       -   479,270.      499,280.      MT  (+/- 180 meters Scaled)
 TL0209
 TL0209                          SUPERSEDED SURVEY CONTROL
 TL0209
 TL0209  NGVD 29 (??/??/92) 1025.645  (m)         3364.97   (f) ADJ UNCH    1 2
 TL0209
 TL0209.Superseded values are not recommended for survey control.
 TL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0209.See file dsdata.txt to determine how the superseded data were derived.
 TL0209
 TL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU099779(NAD 83)
 TL0209_MARKER: DB = BENCH MARK DISK
 TL0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0209_STAMPING: G 371 1948
 TL0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0209+STABILITY: SURFACE MOTION
 TL0209
 TL0209  HISTORY     - Date     Condition        Report By
 TL0209  HISTORY     - 1948     MONUMENTED       CGS
 TL0209  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0209
 TL0209                          STATION DESCRIPTION
 TL0209
 TL0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0209'4.3 MI W FROM JOPLIN.
 TL0209'4.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0209'JOPLIN, LIBERTY COUNTY, 47 YARDS (PACED) WEST OF THE SOUTHWEST END OF
 TL0209'A SIDING, NEAR A ROAD CROSSING, 203 FEET EAST OF THE CENTERLINE OF THE
 TL0209'ROAD, 95.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 40 FEET
 TL0209'NORTHEAST OF THE SECOND POLE WEST OF MILEPOST 1017, 1.7 FEET SOUTHEAST
 TL0209'OF A FENCE, AND 1.6 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST. A
 TL0209'STANDARD DISK, STAMPED G 371 1948 AND SET IN THE TOP OF A CONCRETE
 TL0209'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 TL0209
 TL0209                          STATION RECOVERY (1979)
 TL0209
 TL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0209'NOTE=THE AREA DESCRIBED HAS BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0254 ***********************************************************************
 RY0254  DESIGNATION -  G 372
 RY0254  PID         -  RY0254
 RY0254  STATE/COUNTY-  MT/MISSOULA
 RY0254  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0254
 RY0254                         *CURRENT SURVEY CONTROL
 RY0254  ___________________________________________________________________
 RY0254* NAD 83(1986)-  46 39 06.     (N)    114 34 49.     (W)     SCALED    
 RY0254* NAVD 88     -      1507.097  (meters)    4944.53   (feet)  ADJUSTED  
 RY0254  ___________________________________________________________________
 RY0254  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 RY0254  DYNAMIC HT  -        1506.695 (meters)    4943.22  (feet)  COMP
 RY0254  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 RY0254
 RY0254  VERT ORDER  -  FIRST     CLASS II
 RY0254
 RY0254.The horizontal coordinates were scaled from a topographic map and have
 RY0254.an estimated accuracy of +/- 6 seconds.
 RY0254
 RY0254.The orthometric height was determined by differential leveling
 RY0254.and adjusted by the National Geodetic Survey in June 1991..
 RY0254
 RY0254.The geoid height was determined by GEOID03.
 RY0254
 RY0254.The dynamic height is computed by dividing the NAVD 88
 RY0254.geopotential number by the normal gravity value computed on the
 RY0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0254.degrees latitude (g = 980.6199 gals.).
 RY0254
 RY0254.The modeled gravity was interpolated from observed gravity values.
 RY0254
 RY0254;                    North         East    Units  Estimated Accuracy
 RY0254;SPC MT       -   279,480.      211,610.      MT  (+/- 180 meters Scaled)
 RY0254
 RY0254                          SUPERSEDED SURVEY CONTROL
 RY0254
 RY0254  NGVD 29 (??/??/92) 1505.870  (m)         4940.51   (f) ADJ UNCH    1 2
 RY0254
 RY0254.Superseded values are not recommended for survey control.
 RY0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0254.See file dsdata.txt to determine how the superseded data were derived.
 RY0254
 RY0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM851693(NAD 83)
 RY0254_MARKER: DB = BENCH MARK DISK
 RY0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0254_STAMPING: G 372 1950
 RY0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0254+STABILITY: SURFACE MOTION
 RY0254
 RY0254  HISTORY     - Date     Condition        Report By
 RY0254  HISTORY     - 1950     MONUMENTED       CGS
 RY0254  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0254  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0254
 RY0254                          STATION DESCRIPTION
 RY0254
 RY0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0254'7.0 MI S FROM LOLO HOT SPRINGS.
 RY0254'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT LOLO HOT
 RY0254'SPRINGS, THENCE 6.9 MILES SOUTH ALONG THE LEWIS AND CLARK HIGHWAY, AT
 RY0254'THE NORTH END OF A SHORT DEEP FILL, AT THE BASE OF THE SOUTHEAST SLOPE
 RY0254'OF A HILL, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 RY0254'NORTH OF THE CENTER OF THE WEST END OF A 36-INCH CORRUGATED METAL PIPE
 RY0254'CULVERT, 17 1/2 FEET WEST OF A 20-INCH DEAD PINE TREE, 3.9 FEET
 RY0254'NORTHEAST OF A WITNESS POST, LEVEL WITH THE HIGHWAY, CONCRETE POST
 RY0254'PROJECTS 0.5 FOOT.
 RY0254
 RY0254                          STATION RECOVERY (1964)
 RY0254
 RY0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0254'MARK NOT FOUND.
 RY0254
 RY0254                          STATION RECOVERY (1980)
 RY0254
 RY0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0254'BENCH MARK SEARCHED FOR BUT NOT RECOVERED ON THIS DATE. NOTE-AREA
 RY0254'DESCRIBED IS NOW A HIGHWAY PULLOUT, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0260 ***********************************************************************
 SU0260  DESIGNATION -  G 373
 SU0260  PID         -  SU0260
 SU0260  STATE/COUNTY-  MT/SANDERS
 SU0260  USGS QUAD   -  MC DONALD (1964)
 SU0260
 SU0260                         *CURRENT SURVEY CONTROL
 SU0260  ___________________________________________________________________
 SU0260* NAD 83(1986)-  47 19 58.     (N)    114 30 00.     (W)     SCALED    
 SU0260* NAVD 88     -       762.820  (meters)    2502.69   (feet)  ADJUSTED  
 SU0260  ___________________________________________________________________
 SU0260  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 SU0260  DYNAMIC HT  -         762.746 (meters)    2502.44  (feet)  COMP
 SU0260  MODELED GRAV-     980,493.0   (mgal)                       NAVD 88
 SU0260
 SU0260  VERT ORDER  -  SECOND    CLASS 0
 SU0260
 SU0260.The horizontal coordinates were scaled from a topographic map and have
 SU0260.an estimated accuracy of +/- 6 seconds.
 SU0260
 SU0260.The orthometric height was determined by differential leveling
 SU0260.and adjusted by the National Geodetic Survey in June 1991..
 SU0260
 SU0260.The geoid height was determined by GEOID03.
 SU0260
 SU0260.The dynamic height is computed by dividing the NAVD 88
 SU0260.geopotential number by the normal gravity value computed on the
 SU0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0260.degrees latitude (g = 980.6199 gals.).
 SU0260
 SU0260.The modeled gravity was interpolated from observed gravity values.
 SU0260
 SU0260;                    North         East    Units  Estimated Accuracy
 SU0260;SPC MT       -   354,600.      222,570.      MT  (+/- 180 meters Scaled)
 SU0260
 SU0260                          SUPERSEDED SURVEY CONTROL
 SU0260
 SU0260  NGVD 29 (??/??/92)  761.704  (m)         2499.02   (f) ADJ UNCH    2 0
 SU0260
 SU0260.Superseded values are not recommended for survey control.
 SU0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0260.See file dsdata.txt to determine how the superseded data were derived.
 SU0260
 SU0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN888451(NAD 83)
 SU0260_MARKER: DB = BENCH MARK DISK
 SU0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0260_STAMPING: G 373 1950
 SU0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0260+STABILITY: SURFACE MOTION
 SU0260
 SU0260  HISTORY     - Date     Condition        Report By
 SU0260  HISTORY     - 1950     MONUMENTED       CGS
 SU0260
 SU0260                          STATION DESCRIPTION
 SU0260
 SU0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0260'4.7 MI SE FROM PERMA.
 SU0260'4.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 10A FROM THE POST OFFICE AT
 SU0260'PERMA, ABOUT 55 YARDS SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 SU0260'NORTHERN PACIFIC RAILWAY SEMAPHORE 469, 75 FEET WEST OF A TELEPHONE
 SU0260'POLE, 69 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE WEST END OF
 SU0260'A STEEL GATE ACROSS A TRACK ROAD LEADING NORTH, 31.5 FEET SOUTH OF THE
 SU0260'CENTER LINE OF THE HIGHWAY, 11 FEET EAST OF THE CENTER LINE OF A DIM
 SU0260'TRACK ROAD LEADING SOUTH THROUGH A PASTURE, 4 FEET SOUTHEAST OF A GATE
 SU0260'POST, 1.9 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST,
 SU0260'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SU0260'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0120 ***********************************************************************
 SU0120  DESIGNATION -  G 374
 SU0120  PID         -  SU0120
 SU0120  STATE/COUNTY-  MT/SANDERS
 SU0120  USGS QUAD   -  SLOAN (1965)
 SU0120
 SU0120                         *CURRENT SURVEY CONTROL
 SU0120  ___________________________________________________________________
 SU0120* NAD 83(1986)-  47 27 49.     (N)    114 20 06.     (W)     SCALED    
 SU0120* NAVD 88     -       846.154  (meters)    2776.09   (feet)  ADJUSTED  
 SU0120  ___________________________________________________________________
 SU0120  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 SU0120  DYNAMIC HT  -         846.127 (meters)    2776.00  (feet)  COMP
 SU0120  MODELED GRAV-     980,552.7   (mgal)                       NAVD 88
 SU0120
 SU0120  VERT ORDER  -  SECOND    CLASS 0
 SU0120
 SU0120.The horizontal coordinates were scaled from a topographic map and have
 SU0120.an estimated accuracy of +/- 6 seconds.
 SU0120
 SU0120.The orthometric height was determined by differential leveling
 SU0120.and adjusted by the National Geodetic Survey in June 1991..
 SU0120
 SU0120.The geoid height was determined by GEOID03.
 SU0120
 SU0120.The dynamic height is computed by dividing the NAVD 88
 SU0120.geopotential number by the normal gravity value computed on the
 SU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0120.degrees latitude (g = 980.6199 gals.).
 SU0120
 SU0120.The modeled gravity was interpolated from observed gravity values.
 SU0120
 SU0120;                    North         East    Units  Estimated Accuracy
 SU0120;SPC MT       -   368,330.      235,900.      MT  (+/- 180 meters Scaled)
 SU0120
 SU0120                          SUPERSEDED SURVEY CONTROL
 SU0120
 SU0120  NGVD 29 (??/??/92)  845.087  (m)         2772.59   (f) ADJ UNCH    2 0
 SU0120
 SU0120.Superseded values are not recommended for survey control.
 SU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0120.See file dsdata.txt to determine how the superseded data were derived.
 SU0120
 SU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN008601(NAD 83)
 SU0120_MARKER: DB = BENCH MARK DISK
 SU0120_SETTING: 80 = SET IN A BOULDER
 SU0120_SP_SET: BOULDER
 SU0120_STAMPING: G 374 1950
 SU0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0120+STABILITY: SURFACE MOTION
 SU0120
 SU0120  HISTORY     - Date     Condition        Report By
 SU0120  HISTORY     - 1950     MONUMENTED       CGS
 SU0120
 SU0120                          STATION DESCRIPTION
 SU0120
 SU0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0120'13.2 MI N FROM DIXON.
 SU0120'13.2 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON, 0.45
 SU0120'MILE NORTH OF A CATTLE GUARD, IN THE TOP OF A 1 1/2-FOOT-HIGH BOULDER,
 SU0120'ABOUT 122 YARDS SOUTHEAST OF THE APPROXIMATE CENTER OF A PROMINENT
 SU0120'CURVE IN THE ROAD, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 SU0120'ABOUT 8 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 SU0120'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0043 ***********************************************************************
 SU0043  DESIGNATION -  G 375
 SU0043  PID         -  SU0043
 SU0043  STATE/COUNTY-  MT/SANDERS
 SU0043  USGS QUAD   -  ROUND BUTTE (1965)
 SU0043
 SU0043                         *CURRENT SURVEY CONTROL
 SU0043  ___________________________________________________________________
 SU0043* NAD 83(1986)-  47 36 08.     (N)    114 21 18.     (W)     SCALED    
 SU0043* NAVD 88     -       832.931  (meters)    2732.71   (feet)  ADJUSTED  
 SU0043  ___________________________________________________________________
 SU0043  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU0043  DYNAMIC HT  -         832.908 (meters)    2732.63  (feet)  COMP
 SU0043  MODELED GRAV-     980,557.4   (mgal)                       NAVD 88
 SU0043
 SU0043  VERT ORDER  -  SECOND    CLASS 0
 SU0043
 SU0043.The horizontal coordinates were scaled from a topographic map and have
 SU0043.an estimated accuracy of +/- 6 seconds.
 SU0043
 SU0043.The orthometric height was determined by differential leveling
 SU0043.and adjusted by the National Geodetic Survey in June 1991..
 SU0043
 SU0043.The geoid height was determined by GEOID03.
 SU0043
 SU0043.The dynamic height is computed by dividing the NAVD 88
 SU0043.geopotential number by the normal gravity value computed on the
 SU0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0043.degrees latitude (g = 980.6199 gals.).
 SU0043
 SU0043.The modeled gravity was interpolated from observed gravity values.
 SU0043
 SU0043;                    North         East    Units  Estimated Accuracy
 SU0043;SPC MT       -   383,800.      235,350.      MT  (+/- 180 meters Scaled)
 SU0043
 SU0043                          SUPERSEDED SURVEY CONTROL
 SU0043
 SU0043  NGVD 29 (??/??/92)  831.845  (m)         2729.14   (f) ADJ UNCH    2 0
 SU0043
 SU0043.Superseded values are not recommended for survey control.
 SU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0043.See file dsdata.txt to determine how the superseded data were derived.
 SU0043
 SU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN988754(NAD 83)
 SU0043_MARKER: DB = BENCH MARK DISK
 SU0043_SETTING: 80 = SET IN A BOULDER
 SU0043_SP_SET: BOULDER
 SU0043_STAMPING: G 375 1950
 SU0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0043+STABILITY: SURFACE MOTION
 SU0043
 SU0043  HISTORY     - Date     Condition        Report By
 SU0043  HISTORY     - 1950     MONUMENTED       CGS
 SU0043
 SU0043                          STATION DESCRIPTION
 SU0043
 SU0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0043'17.5 MI SW FROM POLSON.
 SU0043'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0043'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 8.8 MILES
 SU0043'SOUTHWEST ALONG A TRACK ROAD, 0.15 MILE NORTHWEST OF A STOCK SHED, IN
 SU0043'THE TOP OF A 1-FOOT-HIGH BOULDER, 116.8 FEET NORTH OF A WIRE FENCE, 83
 SU0043'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 5 FEET LOWER THAN THE
 SU0043'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0278 ***********************************************************************
 SU0278  DESIGNATION -  G 376
 SU0278  PID         -  SU0278
 SU0278  STATE/COUNTY-  MT/SANDERS
 SU0278  USGS QUAD   -  HOT SPRINGS (1964)
 SU0278
 SU0278                         *CURRENT SURVEY CONTROL
 SU0278  ___________________________________________________________________
 SU0278* NAD 83(1986)-  47 37 04.     (N)    114 37 35.     (W)     SCALED    
 SU0278* NAVD 88     -       844.772  (meters)    2771.56   (feet)  ADJUSTED  
 SU0278  ___________________________________________________________________
 SU0278  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU0278  DYNAMIC HT  -         844.751 (meters)    2771.49  (feet)  COMP
 SU0278  MODELED GRAV-     980,560.0   (mgal)                       NAVD 88
 SU0278
 SU0278  VERT ORDER  -  SECOND    CLASS 0
 SU0278
 SU0278.The horizontal coordinates were scaled from a topographic map and have
 SU0278.an estimated accuracy of +/- 6 seconds.
 SU0278
 SU0278.The orthometric height was determined by differential leveling
 SU0278.and adjusted by the National Geodetic Survey in June 1991..
 SU0278
 SU0278.The geoid height was determined by GEOID03.
 SU0278
 SU0278.The dynamic height is computed by dividing the NAVD 88
 SU0278.geopotential number by the normal gravity value computed on the
 SU0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0278.degrees latitude (g = 980.6199 gals.).
 SU0278
 SU0278.The modeled gravity was interpolated from observed gravity values.
 SU0278
 SU0278;                    North         East    Units  Estimated Accuracy
 SU0278;SPC MT       -   386,820.      215,110.      MT  (+/- 180 meters Scaled)
 SU0278
 SU0278                          SUPERSEDED SURVEY CONTROL
 SU0278
 SU0278  NGVD 29 (??/??/92)  843.658  (m)         2767.90   (f) ADJ UNCH    2 0
 SU0278
 SU0278.Superseded values are not recommended for survey control.
 SU0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0278.See file dsdata.txt to determine how the superseded data were derived.
 SU0278
 SU0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN783765(NAD 83)
 SU0278_MARKER: DB = BENCH MARK DISK
 SU0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0278_SP_SET: SYPHON
 SU0278_STAMPING: G 376 1950
 SU0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0278
 SU0278  HISTORY     - Date     Condition        Report By
 SU0278  HISTORY     - 1950     MONUMENTED       CGS
 SU0278  HISTORY     - 1964     MARK NOT FOUND   USGS
 SU0278
 SU0278                          STATION DESCRIPTION
 SU0278
 SU0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0278'1.7 MI E FROM CAMAS.
 SU0278'1.6 MILES EAST ALONG THE ROAD LEADING TO RONAN FROM THE POST OFFICE AT
 SU0278'CAMAS, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 28, AT A 24-INCH
 SU0278'CORRUGATED METAL PIPE SYPHON, IN THE TOP OF THE CENTER OF THE WEST
 SU0278'CONCRETE HEADWALL, 53.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 SU0278'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  NOTE-- A NEW HIGHWAY HAS
 SU0278'BEEN BUILT AND ROW WIDENED.  NO EVIDENCE OF CONCRETE HEADWALL.
 SU0278
 SU0278                          STATION RECOVERY (1964)
 SU0278
 SU0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0624 ***********************************************************************
 SU0624  DESIGNATION -  G 377
 SU0624  PID         -  SU0624
 SU0624  STATE/COUNTY-  MT/SANDERS
 SU0624  USGS QUAD   -  THOMPSON PASS (1988)
 SU0624
 SU0624                         *CURRENT SURVEY CONTROL
 SU0624  ___________________________________________________________________
 SU0624* NAD 83(1986)-  47 31 04.     (N)    115 39 56.     (W)     SCALED    
 SU0624* NAVD 88     -      1292.430  (meters)    4240.25   (feet)  ADJUSTED  
 SU0624  ___________________________________________________________________
 SU0624  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 SU0624  DYNAMIC HT  -        1292.282 (meters)    4239.76  (feet)  COMP
 SU0624  MODELED GRAV-     980,453.0   (mgal)                       NAVD 88
 SU0624
 SU0624  VERT ORDER  -  SECOND    CLASS 0
 SU0624
 SU0624.The horizontal coordinates were scaled from a topographic map and have
 SU0624.an estimated accuracy of +/- 6 seconds.
 SU0624
 SU0624.The orthometric height was determined by differential leveling
 SU0624.and adjusted by the National Geodetic Survey in June 1991..
 SU0624
 SU0624.The geoid height was determined by GEOID03.
 SU0624
 SU0624.The dynamic height is computed by dividing the NAVD 88
 SU0624.geopotential number by the normal gravity value computed on the
 SU0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0624.degrees latitude (g = 980.6199 gals.).
 SU0624
 SU0624.The modeled gravity was interpolated from observed gravity values.
 SU0624
 SU0624;                    North         East    Units  Estimated Accuracy
 SU0624;SPC MT       -   381,370.      136,370.      MT  (+/- 180 meters Scaled)
 SU0624
 SU0624                          SUPERSEDED SURVEY CONTROL
 SU0624
 SU0624  NGVD 29 (??/??/92) 1291.202  (m)         4236.22   (f) ADJ UNCH    2 0
 SU0624
 SU0624.Superseded values are not recommended for survey control.
 SU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0624.See file dsdata.txt to determine how the superseded data were derived.
 SU0624
 SU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN004635(NAD 83)
 SU0624_MARKER: DB = BENCH MARK DISK
 SU0624_SETTING: 66 = SET IN ROCK OUTCROP
 SU0624_SP_SET: OUTCROP
 SU0624_STAMPING: G 377 1952
 SU0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0624+STABILITY: POSITION/ELEVATION WELL
 SU0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SU0624+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2004
 SU0624
 SU0624  HISTORY     - Date     Condition        Report By
 SU0624  HISTORY     - 1952     MONUMENTED       CGS
 SU0624  HISTORY     - 20040926 GOOD             USPSQD
 SU0624
 SU0624                          STATION DESCRIPTION
 SU0624
 SU0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0624'8.6 MI E FROM BURKE, IDAHO.
 SU0624'8.6 MILES EAST ALONG STATE HIGHWAY 4 FROM THE U.P. RAILROAD STATION AT
 SU0624'BURKE, AT A Y FORMED BY THE JUNCTION OF A VERY DIM ROAD LEADING EAST,
 SU0624'0.1 MILE EAST OF A POINT WHERE THE HIGHWAY PASSES BETWEEN A DOUBLE
 SU0624'POWER LINE, IN THE TOP OF AND THE APPROXIMATE CENTER OF A 3-BY-4 FOOT
 SU0624'GREY ROCK OUTCROP PROJECTING 1.0 FOOT ABOVE THE SURFACE OF THE GROUND,
 SU0624'138.0 FEET EAST OF A DOUBLE POWER LINE POLE, 20.0 FEET (SLOPING
 SU0624'DISTANCE) NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 8.0 FEET
 SU0624'HIGHER THAN THE HIGHWAY, 5.0 FEET SOUTH OF THE CENTER LINE OF THE DIM
 SU0624'ROAD, AND DIRECTLY UNDER THE SOUTH WIRE OF THE POWER LINE.
 SU0624
 SU0624                          STATION RECOVERY (2004)
 SU0624
 SU0624'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLM)
 SU0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0599 ***********************************************************************
 SU0599  DESIGNATION -  G 378
 SU0599  PID         -  SU0599
 SU0599  STATE/COUNTY-  MT/SANDERS
 SU0599  USGS QUAD   -  TROUT CREEK (1983)
 SU0599
 SU0599                         *CURRENT SURVEY CONTROL
 SU0599  ___________________________________________________________________
 SU0599* NAD 83(1986)-  47 49 12.     (N)    115 33 14.     (W)     SCALED    
 SU0599* NAVD 88     -       692.189  (meters)    2270.96   (feet)  ADJUSTED  
 SU0599  ___________________________________________________________________
 SU0599  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 SU0599  DYNAMIC HT  -         692.187 (meters)    2270.95  (feet)  COMP
 SU0599  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 SU0599
 SU0599  VERT ORDER  -  SECOND    CLASS 0
 SU0599
 SU0599.The horizontal coordinates were scaled from a topographic map and have
 SU0599.an estimated accuracy of +/- 6 seconds.
 SU0599
 SU0599.The orthometric height was determined by differential leveling
 SU0599.and adjusted by the National Geodetic Survey in June 1991..
 SU0599
 SU0599.The geoid height was determined by GEOID03.
 SU0599
 SU0599.The dynamic height is computed by dividing the NAVD 88
 SU0599.geopotential number by the normal gravity value computed on the
 SU0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0599.degrees latitude (g = 980.6199 gals.).
 SU0599
 SU0599.The modeled gravity was interpolated from observed gravity values.
 SU0599
 SU0599;                    North         East    Units  Estimated Accuracy
 SU0599;SPC MT       -   414,190.      147,340.      MT  (+/- 180 meters Scaled)
 SU0599
 SU0599                          SUPERSEDED SURVEY CONTROL
 SU0599
 SU0599  NGVD 29 (??/??/92)  690.998  (m)         2267.05   (f) ADJ UNCH    2 0
 SU0599
 SU0599.Superseded values are not recommended for survey control.
 SU0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0599.See file dsdata.txt to determine how the superseded data were derived.
 SU0599
 SU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN082973(NAD 83)
 SU0599_MARKER: DB = BENCH MARK DISK
 SU0599_SETTING: 80 = SET IN A BOULDER
 SU0599_SP_SET: BOULDER
 SU0599_STAMPING: G 378 1952
 SU0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0599+STABILITY: SURFACE MOTION
 SU0599
 SU0599  HISTORY     - Date     Condition        Report By
 SU0599  HISTORY     - 1952     MONUMENTED       CGS
 SU0599  HISTORY     - 1966     MARK NOT FOUND   USGS
 SU0599
 SU0599                          STATION DESCRIPTION
 SU0599
 SU0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0599'5.0 MI E FROM TROUT CREEK.
 SU0599'0.4 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC
 SU0599'RAILWAY STATION AT TROUT CREEK, THENCE 0.7 MILE NORTHWEST ALONG U. S.
 SU0599'HIGHWAY 10A, THENCE 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 SU0599'0.2 MILE SOUTHWEST ALONG THE BLUE SLIDE ROAD, THENCE 0.4 MILE
 SU0599'SOUTHWEST ALONG A TRACK ROAD, NEAR THE END OF THE ROAD, IN THE TOP OF
 SU0599'A 3- X 5-FOOT GREY BOULDER PROJECTING 3 FEET ABOVE THE GROUND, 3.2
 SU0599'FEET SOUTH OF THE NORTH EDGE, 0.3 FOOT NORTHWEST OF THE SOUTHEAST
 SU0599'EDGE, 10 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3
 SU0599'FEET HIGHER THAN THE ROAD.  NOTE-- MARK MAY BE UNDERWATER.
 SU0599
 SU0599                          STATION RECOVERY (1966)
 SU0599
 SU0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0295 ***********************************************************************
 TN0295  DESIGNATION -  G 379
 TN0295  PID         -  TN0295
 TN0295  STATE/COUNTY-  MT/LINCOLN
 TN0295  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0295
 TN0295                         *CURRENT SURVEY CONTROL
 TN0295  ___________________________________________________________________
 TN0295* NAD 83(1986)-  48 01 30.     (N)    115 20 57.     (W)     SCALED    
 TN0295* NAVD 88     -       907.540  (meters)    2977.49   (feet)  ADJUSTED  
 TN0295  ___________________________________________________________________
 TN0295  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 TN0295  DYNAMIC HT  -         907.529 (meters)    2977.45  (feet)  COMP
 TN0295  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 TN0295
 TN0295  VERT ORDER  -  SECOND    CLASS 0
 TN0295
 TN0295.The horizontal coordinates were scaled from a topographic map and have
 TN0295.an estimated accuracy of +/- 6 seconds.
 TN0295
 TN0295.The orthometric height was determined by differential leveling
 TN0295.and adjusted by the National Geodetic Survey in June 1991..
 TN0295
 TN0295.The geoid height was determined by GEOID03.
 TN0295
 TN0295.The dynamic height is computed by dividing the NAVD 88
 TN0295.geopotential number by the normal gravity value computed on the
 TN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0295.degrees latitude (g = 980.6199 gals.).
 TN0295
 TN0295.The modeled gravity was interpolated from observed gravity values.
 TN0295
 TN0295;                    North         East    Units  Estimated Accuracy
 TN0295;SPC MT       -   435,750.      164,320.      MT  (+/- 180 meters Scaled)
 TN0295
 TN0295                          SUPERSEDED SURVEY CONTROL
 TN0295
 TN0295  NGVD 29 (??/??/92)  906.363  (m)         2973.63   (f) ADJ UNCH    2 0
 TN0295
 TN0295.Superseded values are not recommended for survey control.
 TN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0295.See file dsdata.txt to determine how the superseded data were derived.
 TN0295
 TN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP230203(NAD 83)
 TN0295_MARKER: DB = BENCH MARK DISK
 TN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0295_STAMPING: G 379 1952
 TN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0295+STABILITY: SURFACE MOTION
 TN0295
 TN0295  HISTORY     - Date     Condition        Report By
 TN0295  HISTORY     - 1952     MONUMENTED       CGS
 TN0295
 TN0295                          STATION DESCRIPTION
 TN0295
 TN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0295'11.4 MI SW FROM HAPPYS INN.
 TN0295'11.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0295'HAPPYS INN, AT THE T JUNCTION OF THE SILVER BUTTE ROAD, 185 FEET SOUTH
 TN0295'OF THE CENTER OF THE JUNCTION, 94.4 FEET SOUTHWEST OF THE SOUTHWEST
 TN0295'CORNER OF A WOODEN BRIDGE, 23 1/2 FEET SOUTHEAST OF A FENCE CORNER
 TN0295'POST, 22 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 8.5 FEET EAST
 TN0295'OF A FENCE, 2 FEET EAST OF THE SOUTHEAST LEG OF A FOREST SERVICE SIGN,
 TN0295'1.1 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 TN0295'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0367 ***********************************************************************
 SQ0367  DESIGNATION -  G 38
 SQ0367  PID         -  SQ0367
 SQ0367  STATE/COUNTY-  MT/GARFIELD
 SQ0367  USGS QUAD   -  PINE GROVE SCHOOL (1987)
 SQ0367
 SQ0367                         *CURRENT SURVEY CONTROL
 SQ0367  ___________________________________________________________________
 SQ0367* NAD 83(1986)-  47 31 12.     (N)    107 33 47.     (W)     SCALED    
 SQ0367* NAVD 88     -       940.894  (meters)    3086.92   (feet)  ADJUSTED  
 SQ0367  ___________________________________________________________________
 SQ0367  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 SQ0367  DYNAMIC HT  -         940.890 (meters)    3086.90  (feet)  COMP
 SQ0367  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 SQ0367
 SQ0367  VERT ORDER  -  FIRST     CLASS II
 SQ0367
 SQ0367.The horizontal coordinates were scaled from a topographic map and have
 SQ0367.an estimated accuracy of +/- 6 seconds.
 SQ0367
 SQ0367.The orthometric height was determined by differential leveling
 SQ0367.and adjusted by the National Geodetic Survey in June 1991..
 SQ0367
 SQ0367.The geoid height was determined by GEOID03.
 SQ0367
 SQ0367.The dynamic height is computed by dividing the NAVD 88
 SQ0367.geopotential number by the normal gravity value computed on the
 SQ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0367.degrees latitude (g = 980.6199 gals.).
 SQ0367
 SQ0367.The modeled gravity was interpolated from observed gravity values.
 SQ0367
 SQ0367;                    North         East    Units  Estimated Accuracy
 SQ0367;SPC MT       -   365,160.      745,780.      MT  (+/- 180 meters Scaled)
 SQ0367
 SQ0367                          SUPERSEDED SURVEY CONTROL
 SQ0367
 SQ0367  NGVD 29 (??/??/92)  940.152  (m)         3084.48   (f) ADJ UNCH    1 2
 SQ0367
 SQ0367.Superseded values are not recommended for survey control.
 SQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0367.See file dsdata.txt to determine how the superseded data were derived.
 SQ0367
 SQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN070661(NAD 83)
 SQ0367_MARKER: DB = BENCH MARK DISK
 SQ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0367+STABILITY: SURFACE MOTION
 SQ0367
 SQ0367  HISTORY     - Date     Condition        Report By
 SQ0367  HISTORY     - UNK      MONUMENTED       CGS
 SQ0367  HISTORY     - 1931     GOOD             NGS
 SQ0367  HISTORY     - 1965     MARK NOT FOUND   USGS
 SQ0367
 SQ0367                          STATION DESCRIPTION
 SQ0367
 SQ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 SQ0367'16.5 MI S FROM LEEDY.
 SQ0367'ABOUT 44.5 MI. NW OF JORDAN, AND 16.5 MI. S OF LEEDY, ON THE N SIDE OF
 SQ0367'THE JORDAN-LEEDY ROAD, 1.5 MI. E OF LOOKES RANCH, ON THE S SLOPE OF A
 SQ0367'CLAY RIDGE 300 FT. W OF THE SHARP BEND WHICH THE ROAD MAKES TO GO
 SQ0367'AROUND THE SE END OF THIS RIDGE.  THE MARK IS FLUSH WITH THE SURFACE
 SQ0367'OF THE GROUND, 44 FT. N OF THE C.1. OF THE ROAD,AND 64.4 FT. N OF A
 SQ0367'WIRE FENCE AT A POINT 99 FT. W OF THE CENTER OF A GATE FOR A RANCH
 SQ0367'ROAD LEADING SOUTH.  NOTE-- THE MAIN ROAD HAS BEEN GRADED.
 SQ0367
 SQ0367                          STATION RECOVERY (1965)
 SQ0367
 SQ0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0294 ***********************************************************************
 TN0294  DESIGNATION -  G 380
 TN0294  PID         -  TN0294
 TN0294  STATE/COUNTY-  MT/LINCOLN
 TN0294  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0294
 TN0294                         *CURRENT SURVEY CONTROL
 TN0294  ___________________________________________________________________
 TN0294* NAD 83(1999)-  48 01 30.05375(N)    115 20 35.47912(W)     ADJUSTED  
 TN0294* NAVD 88     -       913.998  (meters)    2998.68   (feet)  ADJUSTED  
 TN0294  ___________________________________________________________________
 TN0294  X           -  -1,829,547.093 (meters)                     COMP
 TN0294  Y           -  -3,862,897.772 (meters)                     COMP
 TN0294  Z           -   4,719,404.658 (meters)                     COMP
 TN0294  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 TN0294  ELLIP HEIGHT-         898.05  (meters)          (04/26/01) GPS OBS
 TN0294  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 TN0294  DYNAMIC HT  -         913.987 (meters)    2998.64  (feet)  COMP
 TN0294  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 TN0294
 TN0294  HORZ ORDER  -  B
 TN0294  VERT ORDER  -  SECOND    CLASS 0
 TN0294  ELLP ORDER  -  FOURTH    CLASS I
 TN0294
 TN0294.The horizontal coordinates were established by GPS observations
 TN0294.and adjusted by the National Geodetic Survey in April 2001..
 TN0294.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TN0294.DATUM ITEM on the data sheet items page.
 TN0294
 TN0294.The orthometric height was determined by differential leveling
 TN0294.and adjusted by the National Geodetic Survey in June 1991..
 TN0294
 TN0294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0294
 TN0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0294
 TN0294.The ellipsoidal height was determined by GPS observations
 TN0294.and is referenced to NAD 83.
 TN0294
 TN0294.The geoid height was determined by GEOID03.
 TN0294
 TN0294.The dynamic height is computed by dividing the NAVD 88
 TN0294.geopotential number by the normal gravity value computed on the
 TN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0294.degrees latitude (g = 980.6199 gals.).
 TN0294
 TN0294.The modeled gravity was interpolated from observed gravity values.
 TN0294
 TN0294;                    North         East     Units Scale Factor Converg.
 TN0294;SPC MT       -   435,718.204   164,761.273   MT  0.99954918   -4 16 27.5
 TN0294;SPC MT       - 1,429,521.67    540,555.36   iFT  0.99954918   -4 16 27.5
 TN0294;UTM  11      - 5,320,408.516   623,529.125   MT  0.99978750   +1 13 54.8
 TN0294
 TN0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0294!SPC MT       -   0.99985927  x   0.99954918  =   0.99940851
 TN0294!UTM  11      -   0.99985927  x   0.99978750  =   0.99964680
 TN0294
 TN0294                          SUPERSEDED SURVEY CONTROL
 TN0294
 TN0294  NAD 83(1992)-  48 01 30.05198(N)    115 20 35.47991(W) AD(       ) B
 TN0294  ELLIP H (03/31/97)  898.18   (m)                       GP(       ) 3 1
 TN0294  NAVD 88 (03/31/97)  914.00   (m)         2998.7    (f) LEVELING    3  
 TN0294  NGVD 29 (??/??/92)  912.821  (m)         2994.81   (f) ADJ UNCH    2 0
 TN0294
 TN0294.Superseded values are not recommended for survey control.
 TN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0294.See file dsdata.txt to determine how the superseded data were derived.
 TN0294
 TN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP2352920409(NAD 83)
 TN0294_MARKER: DB = BENCH MARK DISK
 TN0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0294_STAMPING: G 380 1952
 TN0294_MARK LOGO: USDA  
 TN0294_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0294+STABILITY: SURFACE MOTION
 TN0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0294+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1997
 TN0294
 TN0294  HISTORY     - Date     Condition        Report By
 TN0294  HISTORY     - 1952     MONUMENTED       USDA
 TN0294  HISTORY     - 1952     GOOD             NGS
 TN0294  HISTORY     - 19970105 GOOD             MTDOT
 TN0294
 TN0294                          STATION DESCRIPTION
 TN0294
 TN0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0294'11.2 MI SW FROM HAPPYS INN.
 TN0294'11.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0294'HAPPYS INN, AT THE SILVER BUTTE FISHER SCHOOL, 46 FEET SOUTHEAST OF
 TN0294'THE CENTER LINE OF THE HIGHWAY, 23 1/2 FEET NORTHEAST OF A FENCE
 TN0294'CORNER POST, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 TN0294'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 TN0294'ABOVE THE GROUND.
 TN0294
 TN0294                          STATION RECOVERY (1997)
 TN0294
 TN0294'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TN0294'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0168 ***********************************************************************
 TN0168  DESIGNATION -  G 381
 TN0168  PID         -  TN0168
 TN0168  STATE/COUNTY-  MT/FLATHEAD
 TN0168  USGS QUAD   -  MARION (1994)
 TN0168
 TN0168                         *CURRENT SURVEY CONTROL
 TN0168  ___________________________________________________________________
 TN0168* NAD 83(1986)-  48 05 56.     (N)    114 38 51.     (W)     SCALED    
 TN0168* NAVD 88     -      1201.402  (meters)    3941.60   (feet)  ADJUSTED  
 TN0168  ___________________________________________________________________
 TN0168  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 TN0168  DYNAMIC HT  -        1201.352 (meters)    3941.44  (feet)  COMP
 TN0168  MODELED GRAV-     980,528.2   (mgal)                       NAVD 88
 TN0168
 TN0168  VERT ORDER  -  SECOND    CLASS 0
 TN0168
 TN0168.The horizontal coordinates were scaled from a topographic map and have
 TN0168.an estimated accuracy of +/- 6 seconds.
 TN0168
 TN0168.The orthometric height was determined by differential leveling
 TN0168.and adjusted by the National Geodetic Survey in June 1991..
 TN0168
 TN0168.The geoid height was determined by GEOID03.
 TN0168
 TN0168.The dynamic height is computed by dividing the NAVD 88
 TN0168.geopotential number by the normal gravity value computed on the
 TN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0168.degrees latitude (g = 980.6199 gals.).
 TN0168
 TN0168.The modeled gravity was interpolated from observed gravity values.
 TN0168
 TN0168;                    North         East    Units  Estimated Accuracy
 TN0168;SPC MT       -   440,280.      217,040.      MT  (+/- 180 meters Scaled)
 TN0168
 TN0168                          SUPERSEDED SURVEY CONTROL
 TN0168
 TN0168  NGVD 29 (??/??/92) 1200.231  (m)         3937.76   (f) ADJ UNCH    2 0
 TN0168
 TN0168.Superseded values are not recommended for survey control.
 TN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0168.See file dsdata.txt to determine how the superseded data were derived.
 TN0168
 TN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP751299(NAD 83)
 TN0168_MARKER: DB = BENCH MARK DISK
 TN0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0168_STAMPING: G 381 1952
 TN0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0168+STABILITY: SURFACE MOTION
 TN0168
 TN0168  HISTORY     - Date     Condition        Report By
 TN0168  HISTORY     - 1952     MONUMENTED       CGS
 TN0168
 TN0168                          STATION DESCRIPTION
 TN0168
 TN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0168'0.8 MI SE FROM MARION.
 TN0168'0.8 MILE SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT MARION,
 TN0168'AT THE JUNCTION OF U. S. HIGHWAY 2, ABOUT 80 YARDS SOUTHEAST OF THE
 TN0168'SOUTHEAST CORNER OF THE HILL TOP TAVERN, 82 FEET EAST SOUTHEAST OF THE
 TN0168'APPROXIMATE CENTER OF THE JUNCTION, 57.5 FEET SOUTHEAST OF THE CENTER
 TN0168'LINE OF THE HIGHWAY, 47 1/2 FEET EAST OF A POWER LINE POLE WITH A
 TN0168'CROSS LINE NO. V 145, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 2
 TN0168'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TN0168'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0187 ***********************************************************************
 TN0187  DESIGNATION -  G 382
 TN0187  PID         -  TN0187
 TN0187  STATE/COUNTY-  MT/FLATHEAD
 TN0187  USGS QUAD   -  MEADOW PEAK (1983)
 TN0187
 TN0187                         *CURRENT SURVEY CONTROL
 TN0187  ___________________________________________________________________
 TN0187* NAD 83(1986)-  48 01 27.     (N)    114 59 29.     (W)     SCALED    
 TN0187* NAVD 88     -      1050.806  (meters)    3447.52   (feet)  ADJUSTED  
 TN0187  ___________________________________________________________________
 TN0187  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 TN0187  DYNAMIC HT  -        1050.776 (meters)    3447.42  (feet)  COMP
 TN0187  MODELED GRAV-     980,547.4   (mgal)                       NAVD 88
 TN0187
 TN0187  VERT ORDER  -  SECOND    CLASS 0
 TN0187
 TN0187.The horizontal coordinates were scaled from a topographic map and have
 TN0187.an estimated accuracy of +/- 6 seconds.
 TN0187
 TN0187.The orthometric height was determined by differential leveling
 TN0187.and adjusted by the National Geodetic Survey in June 1991..
 TN0187
 TN0187.The geoid height was determined by GEOID03.
 TN0187
 TN0187.The dynamic height is computed by dividing the NAVD 88
 TN0187.geopotential number by the normal gravity value computed on the
 TN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0187.degrees latitude (g = 980.6199 gals.).
 TN0187
 TN0187.The modeled gravity was interpolated from observed gravity values.
 TN0187
 TN0187;                    North         East    Units  Estimated Accuracy
 TN0187;SPC MT       -   433,730.      190,920.      MT  (+/- 180 meters Scaled)
 TN0187
 TN0187                          SUPERSEDED SURVEY CONTROL
 TN0187
 TN0187  NGVD 29 (??/??/92) 1049.629  (m)         3443.66   (f) ADJ UNCH    2 0
 TN0187
 TN0187.Superseded values are not recommended for survey control.
 TN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0187.See file dsdata.txt to determine how the superseded data were derived.
 TN0187
 TN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP497209(NAD 83)
 TN0187_MARKER: DB = BENCH MARK DISK
 TN0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0187_SP_SET: CONCRETE POST
 TN0187_STAMPING: G 382 1952
 TN0187_MARK LOGO: CGS   
 TN0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0187+STABILITY: SURFACE MOTION
 TN0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0187+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1964
 TN0187
 TN0187  HISTORY     - Date     Condition        Report By
 TN0187  HISTORY     - 1952     MONUMENTED       CGS
 TN0187  HISTORY     - 19640723 GOOD             USGS
 TN0187
 TN0187                          STATION DESCRIPTION
 TN0187
 TN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0187'9.0 MI SE FROM HAPPYS INN.
 TN0187'9.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0187'HAPPYS INN, AT THE T JUNCTION OF THOMPSON RIVER ROAD LEADING SOUTH, AT
 TN0187'THE SOUTH END OF A GRAVEL PIT, ABOUT 120 YARDS SOUTH OF THE HIGHWAY,
 TN0187'107 FEET EAST OF THE ROAD, 2.3 FEET NORTHEAST OF A WITNESS POST, ABOUT
 TN0187'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TN0187'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 TN0187
 TN0187                          STATION RECOVERY (1964)
 TN0187
 TN0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TN0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0301 ***********************************************************************
 SU0301  DESIGNATION -  G 383
 SU0301  PID         -  SU0301
 SU0301  STATE/COUNTY-  MT/FLATHEAD
 SU0301  USGS QUAD   -  HUBBART RESERVOIR (1994)
 SU0301
 SU0301                         *CURRENT SURVEY CONTROL
 SU0301  ___________________________________________________________________
 SU0301* NAD 83(1986)-  47 53 28.     (N)    114 40 27.     (W)     SCALED    
 SU0301* NAVD 88     -       940.292  (meters)    3084.94   (feet)  ADJUSTED  
 SU0301  ___________________________________________________________________
 SU0301  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SU0301  DYNAMIC HT  -         940.260 (meters)    3084.84  (feet)  COMP
 SU0301  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 SU0301
 SU0301  VERT ORDER  -  SECOND    CLASS 0
 SU0301
 SU0301.The horizontal coordinates were scaled from a topographic map and have
 SU0301.an estimated accuracy of +/- 6 seconds.
 SU0301
 SU0301.The orthometric height was determined by differential leveling
 SU0301.and adjusted by the National Geodetic Survey in June 1991..
 SU0301
 SU0301.The geoid height was determined by GEOID03.
 SU0301
 SU0301.The dynamic height is computed by dividing the NAVD 88
 SU0301.geopotential number by the normal gravity value computed on the
 SU0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0301.degrees latitude (g = 980.6199 gals.).
 SU0301
 SU0301.The modeled gravity was interpolated from observed gravity values.
 SU0301
 SU0301;                    North         East    Units  Estimated Accuracy
 SU0301;SPC MT       -   417,360.      213,540.      MT  (+/- 180 meters Scaled)
 SU0301
 SU0301                          SUPERSEDED SURVEY CONTROL
 SU0301
 SU0301  NGVD 29 (??/??/92)  939.159  (m)         3081.22   (f) ADJ UNCH    2 0
 SU0301
 SU0301.Superseded values are not recommended for survey control.
 SU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0301.See file dsdata.txt to determine how the superseded data were derived.
 SU0301
 SU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP738068(NAD 83)
 SU0301_MARKER: DB = BENCH MARK DISK
 SU0301_SETTING: 66 = SET IN ROCK OUTCROP
 SU0301_SP_SET: OUTCROP
 SU0301_STAMPING: G 383 1952
 SU0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0301+STABILITY: POSITION/ELEVATION WELL
 SU0301
 SU0301  HISTORY     - Date     Condition        Report By
 SU0301  HISTORY     - 1952     MONUMENTED       CGS
 SU0301
 SU0301                          STATION DESCRIPTION
 SU0301
 SU0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0301'8.8 MI NW FROM NIARADA.
 SU0301'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0301'THENCE 8.7 MILES NORTHWEST ALONG A COUNTY ROAD, IN A ROCKY PASS, 0.3
 SU0301'MILE SOUTHEAST OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, IN
 SU0301'THE TOP OF A 5- X 7-FOOT OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND
 SU0301'AND DIRECTLY UNDER A FENCE LINE, 29 FEET NORTHWEST OF THE CENTER LINE
 SU0301'OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0004 ***********************************************************************
 TM0004  DESIGNATION -  G 388
 TM0004  PID         -  TM0004
 TM0004  STATE/COUNTY-  MT/GLACIER
 TM0004  USGS QUAD   -  SQUAW BUTTES (1966)
 TM0004
 TM0004                         *CURRENT SURVEY CONTROL
 TM0004  ___________________________________________________________________
 TM0004* NAD 83(1986)-  48 37 27.     (N)    112 24 33.     (W)     SCALED    
 TM0004* NAVD 88     -      1185.979  (meters)    3891.00   (feet)  ADJUSTED  
 TM0004  ___________________________________________________________________
 TM0004  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0004  DYNAMIC HT  -        1186.007 (meters)    3891.09  (feet)  COMP
 TM0004  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 TM0004
 TM0004  VERT ORDER  -  SECOND    CLASS 0
 TM0004
 TM0004.The horizontal coordinates were scaled from a topographic map and have
 TM0004.an estimated accuracy of +/- 6 seconds.
 TM0004
 TM0004.The orthometric height was determined by differential leveling
 TM0004.and adjusted by the National Geodetic Survey in June 1991..
 TM0004
 TM0004.The geoid height was determined by GEOID03.
 TM0004
 TM0004.The dynamic height is computed by dividing the NAVD 88
 TM0004.geopotential number by the normal gravity value computed on the
 TM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0004.degrees latitude (g = 980.6199 gals.).
 TM0004
 TM0004.The modeled gravity was interpolated from observed gravity values.
 TM0004
 TM0004;                    North         East    Units  Estimated Accuracy
 TM0004;SPC MT       -   490,060.      385,630.      MT  (+/- 180 meters Scaled)
 TM0004
 TM0004                          SUPERSEDED SURVEY CONTROL
 TM0004
 TM0004  NGVD 29 (??/??/92) 1184.884  (m)         3887.41   (f) ADJ UNCH    2 0
 TM0004
 TM0004.Superseded values are not recommended for survey control.
 TM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0004.See file dsdata.txt to determine how the superseded data were derived.
 TM0004
 TM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU961866(NAD 83)
 TM0004_MARKER: DB = BENCH MARK DISK
 TM0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TM0004_SP_SET: CULVERT
 TM0004_STAMPING: G 388 1956
 TM0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0004
 TM0004  HISTORY     - Date     Condition        Report By
 TM0004  HISTORY     - 1956     MONUMENTED       CGS
 TM0004
 TM0004                          STATION DESCRIPTION
 TM0004
 TM0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TM0004'3.8 MI W FROM CUT BANK.
 TM0004'3.8 MILES WEST ALONG U. S. HIGHWAY 2 FROM THE INTERSECTION OF CENTRAL
 TM0004'AVENUE AT CUT BANK, GLACIER COUNTY, 195 FEET WEST-SOUTHWEST OF POWER
 TM0004'POLE 413, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 TM0004'NORTH HEADWALL, 14 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 TM0004'0.6 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 388 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0398 ***********************************************************************
 SQ0398  DESIGNATION -  G 39
 SQ0398  PID         -  SQ0398
 SQ0398  STATE/COUNTY-  MT/PHILLIPS
 SQ0398  USGS QUAD   -  EMOND RANCH (1987)
 SQ0398
 SQ0398                         *CURRENT SURVEY CONTROL
 SQ0398  ___________________________________________________________________
 SQ0398* NAD 83(1986)-  47 57 36.     (N)    107 52 42.     (W)     SCALED    
 SQ0398* NAVD 88     -       751.118  (meters)    2464.29   (feet)  ADJUSTED  
 SQ0398  ___________________________________________________________________
 SQ0398  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 SQ0398  DYNAMIC HT  -         751.162 (meters)    2464.44  (feet)  COMP
 SQ0398  MODELED GRAV-     980,645.7   (mgal)                       NAVD 88
 SQ0398
 SQ0398  VERT ORDER  -  FIRST     CLASS II
 SQ0398
 SQ0398.The horizontal coordinates were scaled from a topographic map and have
 SQ0398.an estimated accuracy of +/- 6 seconds.
 SQ0398
 SQ0398.The orthometric height was determined by differential leveling
 SQ0398.and adjusted by the National Geodetic Survey in June 1991..
 SQ0398
 SQ0398.The geoid height was determined by GEOID03.
 SQ0398
 SQ0398.The dynamic height is computed by dividing the NAVD 88
 SQ0398.geopotential number by the normal gravity value computed on the
 SQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0398.degrees latitude (g = 980.6199 gals.).
 SQ0398
 SQ0398.The modeled gravity was interpolated from observed gravity values.
 SQ0398
 SQ0398;                    North         East    Units  Estimated Accuracy
 SQ0398;SPC MT       -   413,500.      721,050.      MT  (+/- 180 meters Scaled)
 SQ0398
 SQ0398                          SUPERSEDED SURVEY CONTROL
 SQ0398
 SQ0398  NGVD 29 (??/??/92)  750.381  (m)         2461.88   (f) ADJ UNCH    1 2
 SQ0398
 SQ0398.Superseded values are not recommended for survey control.
 SQ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0398.See file dsdata.txt to determine how the superseded data were derived.
 SQ0398
 SQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP851158(NAD 83)
 SQ0398_MARKER: DB = BENCH MARK DISK
 SQ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0398_STAMPING: G 39 1931
 SQ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0398+STABILITY: SURFACE MOTION
 SQ0398
 SQ0398  HISTORY     - Date     Condition        Report By
 SQ0398  HISTORY     - 1931     MONUMENTED       CGS
 SQ0398  HISTORY     - 1965     MARK NOT FOUND   USGS
 SQ0398
 SQ0398                          STATION DESCRIPTION
 SQ0398
 SQ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0398'6.1 MI N FROM FIRST CREEK.
 SQ0398'ABOUT 6.1 MILES NORTH ALONG THE FIRST CREEK-MALTA ROAD FROM THE SOUTH
 SQ0398'FIRST CREEK SCHOOL AT FIRST CREEK, PHILLIPS COUNTY, ABOUT 4.8 MILES
 SQ0398'SOUTH OF THE BRIDGE OVER BEAVER CREEK, ABOUT 2.1 MILES NORTH OF THE
 SQ0398'JUNCTION OF THE ROAD LEADING WEST TO REGINA, ABOUT 100 FEET NORTH OF A
 SQ0398'SMALL COULEE, AT THE SUMMIT OF A SMALL HILL, AND ABOUT 35 FEET WEST OF
 SQ0398'THE ROAD.  A STANDARD DISK, STAMPED G 39 1931 AND SET IN THE TOP OF A
 SQ0398'CONCRETE POST.
 SQ0398
 SQ0398                          STATION RECOVERY (1965)
 SQ0398
 SQ0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0304 ***********************************************************************
 RU0304  DESIGNATION -  G 393
 RU0304  PID         -  RU0304
 RU0304  STATE/COUNTY-  MT/TREASURE
 RU0304  USGS QUAD   -  BIGHORN (1980)
 RU0304
 RU0304                         *CURRENT SURVEY CONTROL
 RU0304  ___________________________________________________________________
 RU0304* NAD 83(1986)-  46 11 33.     (N)    107 24 52.     (W)     SCALED    
 RU0304* NAVD 88     -       821.315  (meters)    2694.60   (feet)  ADJUSTED  
 RU0304  ___________________________________________________________________
 RU0304  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 RU0304  DYNAMIC HT  -         821.208 (meters)    2694.25  (feet)  COMP
 RU0304  MODELED GRAV-     980,457.3   (mgal)                       NAVD 88
 RU0304
 RU0304  VERT ORDER  -  FIRST     CLASS II
 RU0304
 RU0304.The horizontal coordinates were scaled from a topographic map and have
 RU0304.an estimated accuracy of +/- 6 seconds.
 RU0304
 RU0304.The orthometric height was determined by differential leveling
 RU0304.and adjusted by the National Geodetic Survey in June 1991..
 RU0304
 RU0304.The geoid height was determined by GEOID03.
 RU0304
 RU0304.The dynamic height is computed by dividing the NAVD 88
 RU0304.geopotential number by the normal gravity value computed on the
 RU0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0304.degrees latitude (g = 980.6199 gals.).
 RU0304
 RU0304.The modeled gravity was interpolated from observed gravity values.
 RU0304
 RU0304;                    North         East    Units  Estimated Accuracy
 RU0304;SPC MT       -   218,010.      760,890.      MT  (+/- 180 meters Scaled)
 RU0304
 RU0304                          SUPERSEDED SURVEY CONTROL
 RU0304
 RU0304  NGVD 29 (??/??/92)  820.660  (m)         2692.45   (f) ADJ UNCH    1 2
 RU0304
 RU0304.Superseded values are not recommended for survey control.
 RU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0304.See file dsdata.txt to determine how the superseded data were derived.
 RU0304
 RU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM136182(NAD 83)
 RU0304_MARKER: DB = BENCH MARK DISK
 RU0304_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0304_SP_SET: 24 FEET
 RU0304_STAMPING: G 393 1958
 RU0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0304
 RU0304  HISTORY     - Date     Condition        Report By
 RU0304  HISTORY     - 1958     MONUMENTED       CGS
 RU0304  HISTORY     - 1960     GOOD             NGS
 RU0304
 RU0304                          STATION DESCRIPTION
 RU0304
 RU0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0304'8.45 MI NE FROM CUSTER.
 RU0304'ABOUT 8.45 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0304'THE STATION AT CUSTER, IN SECTION 13, T 5 N, R 34 E, 5 POLES NORTH OF
 RU0304'MILEPOST 164, 66 1/2 FEET WEST OF THE WEST RAIL, 10 RAILS NORTH OF A
 RU0304'PRIVATE ROAD CROSSING, 22 FEET NORTH OF THE CENTER LINE OF A GATE, 2
 RU0304'1/2 FEET EAST OF A FENCE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT
 RU0304'LEVEL WITH THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED RODD
 RU0304'WHICH IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH TILE
 RU0304'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0361 ***********************************************************************
 RU0361  DESIGNATION -  G 394
 RU0361  PID         -  RU0361
 RU0361  STATE/COUNTY-  MT/YELLOWSTONE
 RU0361  USGS QUAD   -  CUSTER (1980)
 RU0361
 RU0361                         *CURRENT SURVEY CONTROL
 RU0361  ___________________________________________________________________
 RU0361* NAD 83(1999)-  46 07 33.19193(N)    107 34 40.70309(W)     ADJUSTED  
 RU0361* NAVD 88     -       838.946  (meters)    2752.44   (feet)  ADJUSTED  
 RU0361  ___________________________________________________________________
 RU0361  X           -  -1,337,517.369 (meters)                     COMP
 RU0361  Y           -  -4,222,019.906 (meters)                     COMP
 RU0361  Z           -   4,575,550.768 (meters)                     COMP
 RU0361  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 RU0361  ELLIP HEIGHT-         824.29  (meters)          (04/26/01) GPS OBS
 RU0361  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 RU0361  DYNAMIC HT  -         838.829 (meters)    2752.06  (feet)  COMP
 RU0361  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 RU0361
 RU0361  HORZ ORDER  -  B
 RU0361  VERT ORDER  -  FIRST     CLASS II
 RU0361  ELLP ORDER  -  FOURTH    CLASS I
 RU0361
 RU0361.The horizontal coordinates were established by GPS observations
 RU0361.and adjusted by the National Geodetic Survey in April 2001..
 RU0361.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RU0361.DATUM ITEM on the data sheet items page.
 RU0361
 RU0361.The orthometric height was determined by differential leveling
 RU0361.and adjusted by the National Geodetic Survey in June 1991..
 RU0361.WARNING-Repeat measurements at this control monument indicate possible
 RU0361.vertical movement.
 RU0361
 RU0361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RU0361
 RU0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0361
 RU0361.The ellipsoidal height was determined by GPS observations
 RU0361.and is referenced to NAD 83.
 RU0361
 RU0361.The geoid height was determined by GEOID03.
 RU0361
 RU0361.The dynamic height is computed by dividing the NAVD 88
 RU0361.geopotential number by the normal gravity value computed on the
 RU0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0361.degrees latitude (g = 980.6199 gals.).
 RU0361
 RU0361.The modeled gravity was interpolated from observed gravity values.
 RU0361
 RU0361;                    North         East     Units Scale Factor Converg.
 RU0361;SPC MT       -   210,285.683   748,461.041   MT  0.99951131   +1 24 21.5
 RU0361;SPC MT       -   689,913.66  2,455,580.84   iFT  0.99951131   +1 24 21.5
 RU0361;UTM  13      - 5,111,265.478   300,837.321   MT  1.00008764   -1 51 32.3
 RU0361
 RU0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0361!SPC MT       -   0.99987080  x   0.99951131  =   0.99938217
 RU0361!UTM  13      -   0.99987080  x   1.00008764  =   0.99995842
 RU0361
 RU0361                          SUPERSEDED SURVEY CONTROL
 RU0361
 RU0361  NAD 83(1992)-  46 07 33.19099(N)    107 34 40.70257(W) AD(       ) B
 RU0361  ELLIP H (07/12/95)  824.39   (m)                       GP(       ) 2 1
 RU0361  NAVD 88 (01/07/97)  838.95   (m)         2752.5    (f) LEVELING    3  
 RU0361  NAVD 88 (07/12/95)  839.00   (m)         2752.6    (f) LEVELING    3  
 RU0361  NGVD 29 (??/??/92)  838.305  (m)         2750.34   (f) ADJ UNCH    1 2
 RU0361
 RU0361.Superseded values are not recommended for survey control.
 RU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0361.See file dsdata.txt to determine how the superseded data were derived.
 RU0361
 RU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM0083711265(NAD 83)
 RU0361_MARKER: DB = BENCH MARK DISK
 RU0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0361_STAMPING: G 394 1958
 RU0361_MARK LOGO: CGS   
 RU0361_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0361+STABILITY: SURFACE MOTION
 RU0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0361+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1996
 RU0361
 RU0361  HISTORY     - Date     Condition        Report By
 RU0361  HISTORY     - 1958     MONUMENTED       CGS
 RU0361  HISTORY     - 1960     GOOD             NGS
 RU0361  HISTORY     - 1981     GOOD             NGS
 RU0361  HISTORY     - 19941106 GOOD             MTDOT
 RU0361  HISTORY     - 19960609 GOOD             MTDOT
 RU0361
 RU0361                          STATION DESCRIPTION
 RU0361
 RU0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0361'1.05 MI SW FROM CUSTER.
 RU0361'ABOUT 1.05 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0361'THE STATION AT CUSTER, IN SECTION 2, T 4 N, R 33 E, 15 POLES SOUTHWEST
 RU0361'OF MILEPOST 173, 76 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD
 RU0361'CROSSING, 69 FEET NORTHWEST OF THE NORTHWEST RAIL, 39 FEET NORTHEAST
 RU0361'OF THE CENTER LINE OF A PRIVATE ROAD, 10 FEET NORTHEAST OF A BRACED
 RU0361'POWER POLE, 4 FEET SOUTHEAST OF A FENCE, 1 1/2 FEET NORTHEAST OF A
 RU0361'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN
 RU0361'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RU0361
 RU0361                          STATION RECOVERY (1981)
 RU0361
 RU0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0361'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0361'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0361'FROM THE RAILROAD STATION IN CUSTER, 0.8 KM (0.5 MI) SOUTHWEST OF MILE
 RU0361'POST 173, 23.2 METERS (76.0 FT) NORTH OF THE CENTER OF A PRIVATE ROAD
 RU0361'CROSSING, 21.0 METERS (69.0 FT) NORTHWEST OF THE NEAR RAIL, 11.9
 RU0361'METERS (39.0 FT) NORTHEAST OF A GRAVELED ROAD, AND 3.0 METERS (10.0
 RU0361'FT) NORTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 RU0361'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 RU0361'THE MARK IS 0.6 M BELOW THE TRACKS.
 RU0361
 RU0361                          STATION RECOVERY (1994)
 RU0361
 RU0361'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 RU0361'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO SOME CHANGES A
 RU0361'NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM)
 RU0361'WEST OF CUSTER, ALONG THE NORTH SIDE OF THE NORTH FRONTAGE ROAD AND ON
 RU0361'THE NORTH SIDE OF A RAILROAD TRACKS. TO REACH FROM THE JUNCTION OF
 RU0361'EXIT 47 OF INTERSTATE HIGHWAY 94 AND THE NORTH FRONTAGE ROAD, IN
 RU0361'CUSTER, GO WEST ON THE NORTH FRONTAGE ROAD, ALONG THE SOUTH SIDE OF
 RU0361'THE RAILROAD FOR 0.85 MI (1.37 KM) TO THE CUSTER CEMETARY ON THE LEFT.
 RU0361'CONTINUE WEST ON THE FRONTAGE ROAD FOR 0.35 MI (0.56 KM) TO THE
 RU0361'STATION ON THE RIGHT ACROSS THE RAILROAD TRACKS. THE STATION IS SET
 RU0361'FLUSH, IT IS 68.1 FT (20.8 M) NORTH OF THE NORTH RAIL, 24.9 FT (7.6 M)
 RU0361'EAST OF THE CENTER OF A GRAVEL ROAD, 5.2 FT (1.6 M) SOUTH OF A FENCE
 RU0361'AND 2.1 FT (0.6 M) SOUTHEAST OF A WITNESS POST.
 RU0361
 RU0361                          STATION RECOVERY (1996)
 RU0361
 RU0361'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RU0361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0059 ***********************************************************************
 QW0059  DESIGNATION -  G 395
 QW0059  PID         -  QW0059
 QW0059  STATE/COUNTY-  MT/YELLOWSTONE
 QW0059  USGS QUAD   -  WORDEN (1967)
 QW0059
 QW0059                         *CURRENT SURVEY CONTROL
 QW0059  ___________________________________________________________________
 QW0059* NAD 83(1986)-  45 57 45.     (N)    108 09 16.     (W)     SCALED    
 QW0059* NAVD 88     -       903.293  (meters)    2963.55   (feet)  ADJUSTED  
 QW0059  ___________________________________________________________________
 QW0059  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 QW0059  DYNAMIC HT  -         903.132 (meters)    2963.03  (feet)  COMP
 QW0059  MODELED GRAV-     980,407.1   (mgal)                       NAVD 88
 QW0059
 QW0059  VERT ORDER  -  FIRST     CLASS II
 QW0059
 QW0059.The horizontal coordinates were scaled from a topographic map and have
 QW0059.an estimated accuracy of +/- 6 seconds.
 QW0059
 QW0059.The orthometric height was determined by differential leveling
 QW0059.and adjusted by the National Geodetic Survey in June 1991..
 QW0059.WARNING-Repeat measurements at this control monument indicate possible
 QW0059.vertical movement.
 QW0059
 QW0059.The geoid height was determined by GEOID03.
 QW0059
 QW0059.The dynamic height is computed by dividing the NAVD 88
 QW0059.geopotential number by the normal gravity value computed on the
 QW0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0059.degrees latitude (g = 980.6199 gals.).
 QW0059
 QW0059.The modeled gravity was interpolated from observed gravity values.
 QW0059
 QW0059;                    North         East    Units  Estimated Accuracy
 QW0059;SPC MT       -   191,210.      704,250.      MT  (+/- 180 meters Scaled)
 QW0059
 QW0059                          SUPERSEDED SURVEY CONTROL
 QW0059
 QW0059  NGVD 29 (??/??/92)  902.584  (m)         2961.23   (f) ADJ UNCH    1 2
 QW0059
 QW0059.Superseded values are not recommended for survey control.
 QW0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0059.See file dsdata.txt to determine how the superseded data were derived.
 QW0059
 QW0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR204938(NAD 83)
 QW0059_MARKER: DB = BENCH MARK DISK
 QW0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0059_SP_SET: CULVERT
 QW0059_STAMPING: G 395 1958
 QW0059_MARK LOGO: CGS   
 QW0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0059
 QW0059  HISTORY     - Date     Condition        Report By
 QW0059  HISTORY     - 1958     MONUMENTED       CGS
 QW0059  HISTORY     - 1960     GOOD             NGS
 QW0059  HISTORY     - 1981     GOOD             NGS
 QW0059
 QW0059                          STATION DESCRIPTION
 QW0059
 QW0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0059'0.3 MI NE FROM WORDEN.
 QW0059'ABOUT 0.3 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0059'STATION AT WORDEN, 8 POLES SOUTHWEST OF MILEPOST 204, IN THE TOP OF
 QW0059'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A CULVERT, 1
 QW0059'RAIL NORTHEAST OF THE CENTER OF AN ASPHALT ROAD CROSSING, 22 FEET
 QW0059'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 7 1/2 FEET
 QW0059'NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, AND ABOUT 3 FEET
 QW0059'BELOW THE LEVEL OF THE TRACKS.
 QW0059
 QW0059                          STATION RECOVERY (1981)
 QW0059
 QW0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0059'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0059'14.3 KM (8.9 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0059'FROM THE RAILROAD STATION IN HUNTLEY, OR 15.9 KM (9.9 MI) SOUTHWEST
 QW0059'ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE RAILROAD STATION IN
 QW0059'POMPEYS PILLAR, 0.4 KM (0.25 MI) SOUTHWEST OF MILE POST 204, IN TOP OF
 QW0059'THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF AN IRRIGATION CANEL
 QW0059'UNDER THE TRACKS, 15.5 METERS (51.0 FT) NORTHEAST OF THE CENTERLINE OF
 QW0059'SOUTH 16TH ROAD, AND 2.3 METERS (7.5 FT) NORTHWEST OF THE NEAR RAIL.
 QW0059'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0420 ***********************************************************************
 QX0420  DESIGNATION -  G 4
 QX0420  PID         -  QX0420
 QX0420  STATE/COUNTY-  MT/GALLATIN
 QX0420  USGS QUAD   -  THREE FORKS (1987)
 QX0420
 QX0420                         *CURRENT SURVEY CONTROL
 QX0420  ___________________________________________________________________
 QX0420* NAD 83(1986)-  45 55 47.     (N)    111 30 18.     (W)     SCALED    
 QX0420* NAVD 88     -      1231.960  (meters)    4041.86   (feet)  ADJUSTED  
 QX0420  ___________________________________________________________________
 QX0420  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 QX0420  DYNAMIC HT  -        1231.629 (meters)    4040.77  (feet)  COMP
 QX0420  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 QX0420
 QX0420  VERT ORDER  -  FIRST     CLASS II
 QX0420
 QX0420.The horizontal coordinates were scaled from a topographic map and have
 QX0420.an estimated accuracy of +/- 6 seconds.
 QX0420
 QX0420.The orthometric height was determined by differential leveling
 QX0420.and adjusted by the National Geodetic Survey in June 1991..
 QX0420
 QX0420.The geoid height was determined by GEOID03.
 QX0420
 QX0420.The dynamic height is computed by dividing the NAVD 88
 QX0420.geopotential number by the normal gravity value computed on the
 QX0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0420.degrees latitude (g = 980.6199 gals.).
 QX0420
 QX0420.The modeled gravity was interpolated from observed gravity values.
 QX0420
 QX0420;                    North         East    Units  Estimated Accuracy
 QX0420;SPC MT       -   188,660.      444,570.      MT  (+/- 180 meters Scaled)
 QX0420
 QX0420                          SUPERSEDED SURVEY CONTROL
 QX0420
 QX0420  NGVD 29 (??/??/92) 1230.937  (m)         4038.50   (f) ADJ UNCH    1 2
 QX0420
 QX0420.Superseded values are not recommended for survey control.
 QX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0420.See file dsdata.txt to determine how the superseded data were derived.
 QX0420
 QX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR608863(NAD 83)
 QX0420_MARKER: P = PIPE CAP
 QX0420_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0420_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QX0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0420
 QX0420  HISTORY     - Date     Condition        Report By
 QX0420  HISTORY     - UNK      MONUMENTED       LOCENG
 QX0420  HISTORY     - 1958     GOOD             NGS
 QX0420  HISTORY     - 1984     MARK NOT FOUND   USGS
 QX0420
 QX0420                          STATION DESCRIPTION
 QX0420
 QX0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0420'5.8 MI NW FROM LOGAN.
 QX0420'ABOUT 3.65 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0420'STATION AT LOGAN, THENCE 2.05 MILES NORTH ALONG AN ASPHALT ROAD TO
 QX0420'TRIDENT, IN SECTION 17, T 2 N, R 2 E, ABOUT 0.1 MILE NORTHWEST OF THE
 QX0420'ASPHALT ROAD, 65 YARDS NORTHWEST OF A TRAIL ROAD, 49 FEET SOUTHEAST OF
 QX0420'A DRY RIVER BED, 3 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 QX0420'ON THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
 QX0420
 QX0420                          STATION RECOVERY (1984)
 QX0420
 QX0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0965 ***********************************************************************
 SS0965  DESIGNATION -  G 4 X
 SS0965  PID         -  SS0965
 SS0965  STATE/COUNTY-  MT/CASCADE
 SS0965  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0965
 SS0965                         *CURRENT SURVEY CONTROL
 SS0965  ___________________________________________________________________
 SS0965* NAD 83(1986)-  47 20 22.     (N)    111 46 48.     (W)     SCALED    
 SS0965* NAVD 88     -      1081.506  (meters)    3548.24   (feet)  ADJUSTED  
 SS0965  ___________________________________________________________________
 SS0965  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 SS0965  DYNAMIC HT  -        1081.402 (meters)    3547.90  (feet)  COMP
 SS0965  MODELED GRAV-     980,480.2   (mgal)                       NAVD 88
 SS0965
 SS0965  VERT ORDER  -  SECOND    CLASS 0
 SS0965
 SS0965.The horizontal coordinates were scaled from a topographic map and have
 SS0965.an estimated accuracy of +/- 6 seconds.
 SS0965
 SS0965.The orthometric height was determined by differential leveling
 SS0965.and adjusted by the National Geodetic Survey in June 1991..
 SS0965
 SS0965.The geoid height was determined by GEOID03.
 SS0965
 SS0965.The dynamic height is computed by dividing the NAVD 88
 SS0965.geopotential number by the normal gravity value computed on the
 SS0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0965.degrees latitude (g = 980.6199 gals.).
 SS0965
 SS0965.The modeled gravity was interpolated from observed gravity values.
 SS0965
 SS0965;                    North         East    Units  Estimated Accuracy
 SS0965;SPC MT       -   345,800.      427,820.      MT  (+/- 180 meters Scaled)
 SS0965
 SS0965                          SUPERSEDED SURVEY CONTROL
 SS0965
 SS0965  NGVD 29 (??/??/92) 1080.572  (m)         3545.18   (f) ADJ UNCH    2 0
 SS0965
 SS0965.Superseded values are not recommended for survey control.
 SS0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0965.See file dsdata.txt to determine how the superseded data were derived.
 SS0965
 SS0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT410431(NAD 83)
 SS0965_MARKER: DS = TRIANGULATION STATION DISK
 SS0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0965_STAMPING: G 4 X 1961
 SS0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0965+STABILITY: SURFACE MOTION
 SS0965
 SS0965  HISTORY     - Date     Condition        Report By
 SS0965  HISTORY     - 1961     MONUMENTED       CGS
 SS0965
 SS0965                          STATION DESCRIPTION
 SS0965
 SS0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0965'7.0 MI NW FROM CASCADE.
 SS0965'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0965'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.35
 SS0965'MILES NORTHWEST ALONG A GRAVELED ROAD, 0.05 MILE NORTHWEST OF THE
 SS0965'JUNCTION OF A DRIVEWAY LEADING SOUTHWEST, 48 FEET SOUTHWEST OF THE
 SS0965'CENTER LINE OF THE ROAD, 69 FEET NORTH-NORTHWEST OF THE NORTH CORNER
 SS0965'OF A BARN, 97 FEET NORTH OF A POWER LINE POLE, 63.85 FEET NORTHEAST OF
 SS0965'G 4 X R.M. 2, 5.8 FEET SOUTHWEST OF A FENCE, 6.1 FEET SOUTH OF A
 SS0965'WITNESS POST, 28.76 FEET WEST-NORTHWEST OF G 4 X R.M. 1, ABOUT 3 FEET
 SS0965'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0965'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0966 ***********************************************************************
 SS0966  DESIGNATION -  G 4 X RM 1
 SS0966  PID         -  SS0966
 SS0966  STATE/COUNTY-  MT/CASCADE
 SS0966  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0966
 SS0966                         *CURRENT SURVEY CONTROL
 SS0966  ___________________________________________________________________
 SS0966* NAD 83(1986)-  47 20 22.     (N)    111 46 48.     (W)     SCALED    
 SS0966* NAVD 88     -      1081.565  (meters)    3548.43   (feet)  ADJUSTED  
 SS0966  ___________________________________________________________________
 SS0966  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 SS0966  DYNAMIC HT  -        1081.461 (meters)    3548.09  (feet)  COMP
 SS0966  MODELED GRAV-     980,480.2   (mgal)                       NAVD 88
 SS0966
 SS0966  VERT ORDER  -  SECOND    CLASS 0
 SS0966
 SS0966.The horizontal coordinates were scaled from a topographic map and have
 SS0966.an estimated accuracy of +/- 6 seconds.
 SS0966
 SS0966.The orthometric height was determined by differential leveling
 SS0966.and adjusted by the National Geodetic Survey in June 1991..
 SS0966
 SS0966.The geoid height was determined by GEOID03.
 SS0966
 SS0966.The dynamic height is computed by dividing the NAVD 88
 SS0966.geopotential number by the normal gravity value computed on the
 SS0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0966.degrees latitude (g = 980.6199 gals.).
 SS0966
 SS0966.The modeled gravity was interpolated from observed gravity values.
 SS0966
 SS0966;                    North         East    Units  Estimated Accuracy
 SS0966;SPC MT       -   345,800.      427,820.      MT  (+/- 180 meters Scaled)
 SS0966
 SS0966                          SUPERSEDED SURVEY CONTROL
 SS0966
 SS0966  NGVD 29 (??/??/92) 1080.631  (m)         3545.37   (f) ADJ UNCH    2 0
 SS0966
 SS0966.Superseded values are not recommended for survey control.
 SS0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0966.See file dsdata.txt to determine how the superseded data were derived.
 SS0966
 SS0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT410431(NAD 83)
 SS0966_MARKER: DR = REFERENCE MARK DISK
 SS0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0966_STAMPING: G 4 X NO. 1 1961
 SS0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0966+STABILITY: SURFACE MOTION
 SS0966
 SS0966  HISTORY     - Date     Condition        Report By
 SS0966  HISTORY     - 1961     MONUMENTED       CGS
 SS0966
 SS0966                          STATION DESCRIPTION
 SS0966
 SS0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0966'7.0 MI NW FROM CASCADE.
 SS0966'0.45 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0966'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.35
 SS0966'MILES NORTHWEST ALONG A GRAVEL ROAD, 0.05 MILE NORTHWEST OF THE
 SS0966'JUNCTION OF A DRIVEWAY LEADING SOUTHWEST, 28.76 FEET EAST-SOUTHEAST OF
 SS0966'TRIANGULATION STATION G 4 X, 43 FEET SOUTHWEST OF THE CENTER LINE OF
 SS0966'THE ROAD, 30.3 FEET SOUTHEAST OF A WITNESS POST, 0.6 FOOT SOUTHWEST OF
 SS0966'A FENCE, AND ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SS0966'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0964 ***********************************************************************
 SS0964  DESIGNATION -  G 4 X RM 2
 SS0964  PID         -  SS0964
 SS0964  STATE/COUNTY-  MT/CASCADE
 SS0964  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0964
 SS0964                         *CURRENT SURVEY CONTROL
 SS0964  ___________________________________________________________________
 SS0964* NAD 83(1986)-  47 20 22.     (N)    111 46 48.     (W)     SCALED    
 SS0964* NAVD 88     -      1082.214  (meters)    3550.56   (feet)  ADJUSTED  
 SS0964  ___________________________________________________________________
 SS0964  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 SS0964  DYNAMIC HT  -        1082.111 (meters)    3550.23  (feet)  COMP
 SS0964  MODELED GRAV-     980,480.2   (mgal)                       NAVD 88
 SS0964
 SS0964  VERT ORDER  -  SECOND    CLASS 0
 SS0964
 SS0964.The horizontal coordinates were scaled from a topographic map and have
 SS0964.an estimated accuracy of +/- 6 seconds.
 SS0964
 SS0964.The orthometric height was determined by differential leveling
 SS0964.and adjusted by the National Geodetic Survey in June 1991..
 SS0964
 SS0964.The geoid height was determined by GEOID03.
 SS0964
 SS0964.The dynamic height is computed by dividing the NAVD 88
 SS0964.geopotential number by the normal gravity value computed on the
 SS0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0964.degrees latitude (g = 980.6199 gals.).
 SS0964
 SS0964.The modeled gravity was interpolated from observed gravity values.
 SS0964
 SS0964;                    North         East    Units  Estimated Accuracy
 SS0964;SPC MT       -   345,800.      427,820.      MT  (+/- 180 meters Scaled)
 SS0964
 SS0964                          SUPERSEDED SURVEY CONTROL
 SS0964
 SS0964  NGVD 29 (??/??/92) 1081.281  (m)         3547.50   (f) ADJ UNCH    2 0
 SS0964
 SS0964.Superseded values are not recommended for survey control.
 SS0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0964.See file dsdata.txt to determine how the superseded data were derived.
 SS0964
 SS0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT410431(NAD 83)
 SS0964_MARKER: DR = REFERENCE MARK DISK
 SS0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0964_STAMPING: G 4 X NO. 2 1961
 SS0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0964+STABILITY: SURFACE MOTION
 SS0964
 SS0964  HISTORY     - Date     Condition        Report By
 SS0964  HISTORY     - 1961     MONUMENTED       CGS
 SS0964
 SS0964                          STATION DESCRIPTION
 SS0964
 SS0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0964'7.0 MI NW FROM CASCADE.
 SS0964'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0964'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.35
 SS0964'MILES NORTHWEST ALONG A GRAVEL ROAD, 0.05 MILE NORTHWEST OF THE
 SS0964'JUNCTION OF A DRIVEWAY LEADING SOUTHWEST, 630 FEET NORTHWEST OF THE
 SS0964'SOUTHWEST CORNER OF THE JOE CORABETTE RESIDENCE, 112 FEET SOUTHWEST OF
 SS0964'THE CENTER LINE OF THE ROAD, 63.85 FEET SOUTHWEST OF TRIANGULATION
 SS0964'STATION G 4 X, 70 1/2 FEET NORTHWEST OF A POWER LINE POLE, 2.2 FEET
 SS0964'NORTHEAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE
 SS0964'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0740 ***********************************************************************
 SS0740  DESIGNATION -  G 40
 SS0740  PID         -  SS0740
 SS0740  STATE/COUNTY-  MT/CASCADE
 SS0740  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS0740
 SS0740                         *CURRENT SURVEY CONTROL
 SS0740  ___________________________________________________________________
 SS0740* NAD 83(1986)-  47 27 02.     (N)    111 09 48.     (W)     SCALED    
 SS0740* NAVD 88     -      1032.135  (meters)    3386.26   (feet)  ADJUSTED  
 SS0740  ___________________________________________________________________
 SS0740  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 SS0740  DYNAMIC HT  -        1032.063 (meters)    3386.03  (feet)  COMP
 SS0740  MODELED GRAV-     980,507.8   (mgal)                       NAVD 88
 SS0740
 SS0740  VERT ORDER  -  FIRST     CLASS II
 SS0740
 SS0740.The horizontal coordinates were scaled from a topographic map and have
 SS0740.an estimated accuracy of +/- 6 seconds.
 SS0740
 SS0740.The orthometric height was determined by differential leveling
 SS0740.and adjusted by the National Geodetic Survey in June 1991..
 SS0740
 SS0740.The geoid height was determined by GEOID03.
 SS0740
 SS0740.The dynamic height is computed by dividing the NAVD 88
 SS0740.geopotential number by the normal gravity value computed on the
 SS0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0740.degrees latitude (g = 980.6199 gals.).
 SS0740
 SS0740.The modeled gravity was interpolated from observed gravity values.
 SS0740
 SS0740;                    North         East    Units  Estimated Accuracy
 SS0740;SPC MT       -   356,970.      474,640.      MT  (+/- 180 meters Scaled)
 SS0740
 SS0740                          SUPERSEDED SURVEY CONTROL
 SS0740
 SS0740  NGVD 29 (??/??/92) 1031.238  (m)         3383.32   (f) ADJ UNCH    1 2
 SS0740
 SS0740.Superseded values are not recommended for survey control.
 SS0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0740.See file dsdata.txt to determine how the superseded data were derived.
 SS0740
 SS0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT876552(NAD 83)
 SS0740_MARKER: DB = BENCH MARK DISK
 SS0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0740_SP_SET: ABUTMENT
 SS0740_STAMPING: G 40 1931
 SS0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0740
 SS0740  HISTORY     - Date     Condition        Report By
 SS0740  HISTORY     - 1931     MONUMENTED       CGS
 SS0740  HISTORY     - 1961     GOOD             NGS
 SS0740
 SS0740                          STATION DESCRIPTION
 SS0740
 SS0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0740'0.1 MI E FROM GERBER.
 SS0740'ABOUT 0.1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0740'SIGN AT GERBER, IN SECTION 25, T 20 N, R 4 E, 9 1/2 POLES EAST OF
 SS0740'MILEPOST 213, 5 1/2 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF
 SS0740'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A BRIDGE OVER GERBER
 SS0740'CREEK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0071 ***********************************************************************
 SS0071  DESIGNATION -  G 41
 SS0071  PID         -  SS0071
 SS0071  STATE/COUNTY-  MT/JUDITH BASIN
 SS0071  USGS QUAD   -  MERINO (1978)
 SS0071
 SS0071                         *CURRENT SURVEY CONTROL
 SS0071  ___________________________________________________________________
 SS0071* NAD 83(1986)-  47 14 35.     (N)    110 19 13.     (W)     SCALED    
 SS0071* NAVD 88     -      1245.409  (meters)    4085.98   (feet)  ADJUSTED  
 SS0071  ___________________________________________________________________
 SS0071  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0071  DYNAMIC HT  -        1245.263 (meters)    4085.50  (feet)  COMP
 SS0071  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 SS0071
 SS0071  VERT ORDER  -  FIRST     CLASS II
 SS0071
 SS0071.The horizontal coordinates were scaled from a topographic map and have
 SS0071.an estimated accuracy of +/- 6 seconds.
 SS0071
 SS0071.The orthometric height was determined by differential leveling
 SS0071.and adjusted by the National Geodetic Survey in June 1991..
 SS0071
 SS0071.The geoid height was determined by GEOID03.
 SS0071
 SS0071.The dynamic height is computed by dividing the NAVD 88
 SS0071.geopotential number by the normal gravity value computed on the
 SS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0071.degrees latitude (g = 980.6199 gals.).
 SS0071
 SS0071.The modeled gravity was interpolated from observed gravity values.
 SS0071
 SS0071;                    North         East    Units  Estimated Accuracy
 SS0071;SPC MT       -   332,910.      537,940.      MT  (+/- 180 meters Scaled)
 SS0071
 SS0071                          SUPERSEDED SURVEY CONTROL
 SS0071
 SS0071  NGVD 29 (??/??/92) 1244.475  (m)         4082.92   (f) ADJ UNCH    1 2
 SS0071
 SS0071.Superseded values are not recommended for survey control.
 SS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0071.See file dsdata.txt to determine how the superseded data were derived.
 SS0071
 SS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT514323(NAD 83)
 SS0071_MARKER: DB = BENCH MARK DISK
 SS0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0071_STAMPING: G 41 1931
 SS0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0071+STABILITY: SURFACE MOTION
 SS0071
 SS0071  HISTORY     - Date     Condition        Report By
 SS0071  HISTORY     - 1931     MONUMENTED       CGS
 SS0071  HISTORY     - 1961     MARK NOT FOUND   NGS
 SS0071
 SS0071                          STATION DESCRIPTION
 SS0071
 SS0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0071'2.0 MI SE FROM MERINO.
 SS0071'2.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0071'AT MERINO, JUDITH BASIN COUNTY, 0.4 MILE NORTHWEST OF MILEPOST 162,
 SS0071'330 FEET NORTHWEST OF THE END OF A CURVE, AT THE NORTHWEST END OF A
 SS0071'CUT, 39.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 57 FEET SOUTHWEST OF
 SS0071'THE RIGHT-OF-WAY FENCE, AND ON A SPOIL MOUND AT THE END OF A WOODEN
 SS0071'SNOW FENCE.  A STANDARD DISK, STAMPED G 41 1931 AND SET IN THE TOP OF
 SS0071'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0369 ***********************************************************************
 RV0369  DESIGNATION -  G 42
 RV0369  PID         -  RV0369
 RV0369  STATE/COUNTY-  MT/FERGUS
 RV0369  USGS QUAD   -  BUFFALO (1970)
 RV0369
 RV0369                         *CURRENT SURVEY CONTROL
 RV0369  ___________________________________________________________________
 RV0369* NAD 83(1986)-  46 49 11.     (N)    109 49 33.     (W)     SCALED    
 RV0369* NAVD 88     -      1314.864  (meters)    4313.85   (feet)  ADJUSTED  
 RV0369  ___________________________________________________________________
 RV0369  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 RV0369  DYNAMIC HT  -        1314.620 (meters)    4313.05  (feet)  COMP
 RV0369  MODELED GRAV-     980,382.6   (mgal)                       NAVD 88
 RV0369
 RV0369  VERT ORDER  -  FIRST     CLASS II
 RV0369
 RV0369.The horizontal coordinates were scaled from a topographic map and have
 RV0369.an estimated accuracy of +/- 6 seconds.
 RV0369
 RV0369.The orthometric height was determined by differential leveling
 RV0369.and adjusted by the National Geodetic Survey in June 1991..
 RV0369
 RV0369.The geoid height was determined by GEOID03.
 RV0369
 RV0369.The dynamic height is computed by dividing the NAVD 88
 RV0369.geopotential number by the normal gravity value computed on the
 RV0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0369.degrees latitude (g = 980.6199 gals.).
 RV0369
 RV0369.The modeled gravity was interpolated from observed gravity values.
 RV0369
 RV0369;                    North         East    Units  Estimated Accuracy
 RV0369;SPC MT       -   285,600.      575,150.      MT  (+/- 180 meters Scaled)
 RV0369
 RV0369                          SUPERSEDED SURVEY CONTROL
 RV0369
 RV0369  NGVD 29 (??/??/92) 1313.910  (m)         4310.72   (f) ADJ UNCH    1 2
 RV0369
 RV0369.Superseded values are not recommended for survey control.
 RV0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0369.See file dsdata.txt to determine how the superseded data were derived.
 RV0369
 RV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS895858(NAD 83)
 RV0369_MARKER: DB = BENCH MARK DISK
 RV0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0369_STAMPING: G 42 1931
 RV0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0369+STABILITY: SURFACE MOTION
 RV0369
 RV0369  HISTORY     - Date     Condition        Report By
 RV0369  HISTORY     - 1931     MONUMENTED       CGS
 RV0369  HISTORY     - 1961     GOOD             NGS
 RV0369
 RV0369                          STATION DESCRIPTION
 RV0369
 RV0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0369'IN BUFFALO.
 RV0369'AT BUFFALO, ALONG THE GREAT NORTHERN RAILWAY, 13 POLES NORTH OF MILE
 RV0369'POLE 114, 318 FEET SOUTH OF THE STATION SIGN, 93 FEET WEST OF THE WEST
 RV0369'RAIL OF THE MAIN TRACK, 170 FEET SOUTHWEST OF THE CENTER OF A ROAD
 RV0369'CROSSING, 124 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTH
 RV0369'OF A TELEPHONE POLE, 1.1 WEST OF A WITNESS POST, ABOUT 2 FEET LOWER
 RV0369'THAN THE RAIL AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0628 ***********************************************************************
 TM0628  DESIGNATION -  G 422
 TM0628  PID         -  TM0628
 TM0628  STATE/COUNTY-  MT/TOOLE
 TM0628  USGS QUAD   -  ETHRIDGE (1966)
 TM0628
 TM0628                         *CURRENT SURVEY CONTROL
 TM0628  ___________________________________________________________________
 TM0628* NAD 83(1986)-  48 32 55.     (N)    112 03 05.     (W)     SCALED    
 TM0628* NAVD 88     -      1077.932  (meters)    3536.52   (feet)  ADJUSTED  
 TM0628  ___________________________________________________________________
 TM0628  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 TM0628  DYNAMIC HT  -        1077.986 (meters)    3536.69  (feet)  COMP
 TM0628  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 TM0628
 TM0628  VERT ORDER  -  FIRST     CLASS II
 TM0628
 TM0628.The horizontal coordinates were scaled from a topographic map and have
 TM0628.an estimated accuracy of +/- 6 seconds.
 TM0628
 TM0628.The orthometric height was determined by differential leveling
 TM0628.and adjusted by the National Geodetic Survey in June 1991..
 TM0628
 TM0628.The geoid height was determined by GEOID03.
 TM0628
 TM0628.The dynamic height is computed by dividing the NAVD 88
 TM0628.geopotential number by the normal gravity value computed on the
 TM0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0628.degrees latitude (g = 980.6199 gals.).
 TM0628
 TM0628.The modeled gravity was interpolated from observed gravity values.
 TM0628
 TM0628;                    North         East    Units  Estimated Accuracy
 TM0628;SPC MT       -   480,740.      411,710.      MT  (+/- 180 meters Scaled)
 TM0628
 TM0628                          SUPERSEDED SURVEY CONTROL
 TM0628
 TM0628.No superseded survey control is available for this station.
 TM0628
 TM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU224778(NAD 83)
 TM0628_MARKER: DB = BENCH MARK DISK
 TM0628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0628_SP_SET: STAINLESS STEEL ROD
 TM0628_STAMPING: G 422 1978
 TM0628_PROJECTION: PROJECTING 13 CENTIMETERS
 TM0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0628_ROD/PIPE-DEPTH: 7.32 meters
 TM0628
 TM0628  HISTORY     - Date     Condition        Report By
 TM0628  HISTORY     - 1978     MONUMENTED       NGS
 TM0628
 TM0628                          STATION DESCRIPTION
 TM0628
 TM0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0628'8.5 MI WEST FROM SHELBY.
 TM0628'8.5 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TM0628'SHELBY.  AT THE THIRD POLE EAST OF AN OVERHEAD POWER CROSSING AND AT
 TM0628'MILE POST 270, 134 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING
 TM0628'SOUTH AND A CATTLE GUARD, 78 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 TM0628'2, 93 FEET SOUTHEAST OF HIGHWAY MILE POST 270, 3 FEET NORTH OF A
 TM0628'POWER POLE, 2 FEET EAST OF A WITNESS POST AND 2 FEET NORTH OF A
 TM0628'FENCE LINE.  DISK IS 2 INCHES ABOVE THE GROUND, ACCESS TO WHICH IS
 TM0628'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TM0628'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0656 ***********************************************************************
 TM0656  DESIGNATION -  G 423
 TM0656  PID         -  TM0656
 TM0656  STATE/COUNTY-  MT/GLACIER
 TM0656  USGS QUAD   -  MISSION LAKE EAST (1968)
 TM0656
 TM0656                         *CURRENT SURVEY CONTROL
 TM0656  ___________________________________________________________________
 TM0656* NAD 83(1986)-  48 37 28.     (N)    112 30 16.     (W)     SCALED    
 TM0656* NAVD 88     -      1212.382  (meters)    3977.62   (feet)  ADJUSTED  
 TM0656  ___________________________________________________________________
 TM0656  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 TM0656  DYNAMIC HT  -        1212.404 (meters)    3977.70  (feet)  COMP
 TM0656  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 TM0656
 TM0656  VERT ORDER  -  FIRST     CLASS II
 TM0656
 TM0656.The horizontal coordinates were scaled from a topographic map and have
 TM0656.an estimated accuracy of +/- 6 seconds.
 TM0656
 TM0656.The orthometric height was determined by differential leveling
 TM0656.and adjusted by the National Geodetic Survey in June 1991..
 TM0656
 TM0656.The geoid height was determined by GEOID03.
 TM0656
 TM0656.The dynamic height is computed by dividing the NAVD 88
 TM0656.geopotential number by the normal gravity value computed on the
 TM0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0656.degrees latitude (g = 980.6199 gals.).
 TM0656
 TM0656.The modeled gravity was interpolated from observed gravity values.
 TM0656
 TM0656;                    North         East    Units  Estimated Accuracy
 TM0656;SPC MT       -   490,360.      378,610.      MT  (+/- 180 meters Scaled)
 TM0656
 TM0656                          SUPERSEDED SURVEY CONTROL
 TM0656
 TM0656.No superseded survey control is available for this station.
 TM0656
 TM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU891868(NAD 83)
 TM0656_MARKER: DV = VERTICAL CONTROL DISK
 TM0656_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TM0656_SP_SET: HEADWALL
 TM0656_STAMPING: G 423 1978
 TM0656_MARK LOGO: NGS   
 TM0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0656+STABILITY: SURFACE MOTION
 TM0656
 TM0656  HISTORY     - Date     Condition        Report By
 TM0656  HISTORY     - 1978     MONUMENTED       NGS
 TM0656  HISTORY     - 20040623 GOOD             MTDOT
 TM0656
 TM0656                          STATION DESCRIPTION
 TM0656
 TM0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0656'7.2 MI WEST FROM CUT BANK.
 TM0656'7.2 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK RIVER IN
 TM0656'CUT BANK, 0.2 MILE WEST OF HIGHWAY MILE POST 247.  STATION IS LOCATED
 TM0656'AT A CANAL CROSSING AND IS SET IN THE TOP OF THE SOUTHEAST END OF THE
 TM0656'NORTHEAST HEADWALL OF TWO MEDICINE MAIN CANAL, 22 FEET NORTH OF THE
 TM0656'CENTERLINE OF HIGHWAY 2, AND ABOUT 1 FOOT NORTHWEST OF THE SOUTHEAST
 TM0656'END OF THE HEADWALL.
 TM0656'THE MARK IS 1 FT BELOW THE HIGHWAY.
 TM0656
 TM0656                          STATION RECOVERY (2004)
 TM0656
 TM0656'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (JW)
 TM0656'G 423 1978 IS STILL SET IN CONCRETE HEADWALL.  GOOD CONDITION.  MAY
 TM0656'NOT GET TAKEN OUT BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH8961 ***********************************************************************
 DH8961  DESIGNATION -  G 423 RESET
 DH8961  PID         -  DH8961
 DH8961  STATE/COUNTY-  MT/GLACIER
 DH8961  USGS QUAD   -  MISSION LAKE EAST (1968)
 DH8961
 DH8961                         *CURRENT SURVEY CONTROL
 DH8961  ___________________________________________________________________
 DH8961* NAD 83(1986)-  48 37 28.     (N)    112 30 16.     (W)     SCALED    
 DH8961* NAVD 88     -      1211.04   (meters)    3973.2    (feet)  RESET     
 DH8961  ___________________________________________________________________
 DH8961  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 DH8961
 DH8961  VERT ORDER  -  THIRD
 DH8961
 DH8961.The horizontal coordinates were scaled from a topographic map and have
 DH8961.an estimated accuracy of +/- 6 seconds.
 DH8961
 DH8961.The orthometric height was computed from unverified reset data.
 DH8961.No vertical observational check was made to the station.
 DH8961
 DH8961.The geoid height was determined by GEOID03.
 DH8961
 DH8961;                    North         East    Units  Estimated Accuracy
 DH8961;SPC MT       -   490,360.      378,610.      MT  (+/- 180 meters Scaled)
 DH8961
 DH8961                          SUPERSEDED SURVEY CONTROL
 DH8961
 DH8961.No superseded survey control is available for this station.
 DH8961
 DH8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU891868(NAD 83)
 DH8961_MARKER: F = FLANGE-ENCASED ROD
 DH8961_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH8961+WITH SETTING: INFORMATION.
 DH8961_STAMPING: G 423 RESET 2004
 DH8961_MARK LOGO: NGS   
 DH8961_PROJECTION: FLUSH
 DH8961_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8961+STABILITY: SURFACE MOTION
 DH8961_ROD/PIPE-DEPTH: 1.83 meters
 DH8961
 DH8961  HISTORY     - Date     Condition        Report By
 DH8961  HISTORY     - 2004     MONUMENTED       MTDOT
 DH8961
 DH8961                          STATION DESCRIPTION
 DH8961
 DH8961'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (JCW)
 DH8961'7.21 MILES (11.60 KM) WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT
 DH8961'BANK CREEK IN CUT BANK, AT MILEPOST 246.79 ON HIGHWAY 2.  THE MARK IS
 DH8961'78.4 FEET (23.9 M) NORTH 50 DEGREES EAST FROM POWER POLE NO TB 162,
 DH8961'65.0 FEET (19.8 M) NORTH 12 DEGREES WEST FROM CENTER OF TWO MEDICINE
 DH8961'CANAL CONCRETE HEADWALL AT THE NORTHEAST END OF STRUCTURE.  10.7 FEET
 DH8961'(3.3 M) NORTH OF 11 INCH DIAMETER WOOD GATE POST AND 1.0 FOOT (0.3 M)
 DH8961'WEST OF NORTH-SOUTH FENCE LINE AND CARSONITE WITNESS POST.  ROD WAS
 DH8961'DRIVEN TO REFUSAL AT 6 FEET.  (1.8 M) ACCESS TO WHICH IS HAD THROUGH A
 DH8961'5 INCH ALUMINUM ACCESS COVER.  WE BURIED 12 INCH LONG 5/8 INCH PIECE
 DH8961'OF REBAR IN CONCRETE FOR BETTER MAGNETIC MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0687 ***********************************************************************
 TM0687  DESIGNATION -  G 424
 TM0687  PID         -  TM0687
 TM0687  STATE/COUNTY-  MT/GLACIER
 TM0687  USGS QUAD   -  BROWNING (1968)
 TM0687
 TM0687                         *CURRENT SURVEY CONTROL
 TM0687  ___________________________________________________________________
 TM0687* NAD 83(1986)-  48 32 56.     (N)    113 01 38.     (W)     SCALED    
 TM0687* NAVD 88     -      1346.541  (meters)    4417.78   (feet)  ADJUSTED  
 TM0687  ___________________________________________________________________
 TM0687  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 TM0687  DYNAMIC HT  -        1346.502 (meters)    4417.65  (feet)  COMP
 TM0687  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 TM0687
 TM0687  VERT ORDER  -  FIRST     CLASS II
 TM0687
 TM0687.The horizontal coordinates were scaled from a topographic map and have
 TM0687.an estimated accuracy of +/- 6 seconds.
 TM0687
 TM0687.The orthometric height was determined by differential leveling
 TM0687.and adjusted by the National Geodetic Survey in June 1991..
 TM0687
 TM0687.The geoid height was determined by GEOID03.
 TM0687
 TM0687.The dynamic height is computed by dividing the NAVD 88
 TM0687.geopotential number by the normal gravity value computed on the
 TM0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0687.degrees latitude (g = 980.6199 gals.).
 TM0687
 TM0687.The modeled gravity was interpolated from observed gravity values.
 TM0687
 TM0687;                    North         East    Units  Estimated Accuracy
 TM0687;SPC MT       -   483,570.      339,740.      MT  (+/- 180 meters Scaled)
 TM0687
 TM0687                          SUPERSEDED SURVEY CONTROL
 TM0687
 TM0687.No superseded survey control is available for this station.
 TM0687
 TM0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU503792(NAD 83)
 TM0687_MARKER: DB = BENCH MARK DISK
 TM0687_SETTING: 80 = SET IN A BOULDER
 TM0687_SP_SET: BOULDER
 TM0687_STAMPING: G 424 1978
 TM0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0687+STABILITY: SURFACE MOTION
 TM0687
 TM0687  HISTORY     - Date     Condition        Report By
 TM0687  HISTORY     - 1978     MONUMENTED       NGS
 TM0687
 TM0687                          STATION DESCRIPTION
 TM0687
 TM0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0687'0.6 MI SW FROM BROWNING.
 TM0687'0.6 MILE SOUTHWEST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0687'BROWNING.  AT THE NORTH ENTRANCE TO THE BORDER PATROL OFFICE AND IN
 TM0687'A 6X3 FEET EMBEDDED BOULDER PROJECTING 12 INCHES, 45 FEET WEST OF THE
 TM0687'NORTHWEST CORNER OF A GARAGE, 39 FEET EAST OF THE CENTERLINE OF
 TM0687'HIGHWAY 2, 12 FEET SOUTH OF THE SOUTH END OF A CATTLE GUARD, 6 FEET
 TM0687'WEST OF A FENCE, AND 1 FOOT NORTH OF A WITNESS POST.
 TM0687'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0718 ***********************************************************************
 TM0718  DESIGNATION -  G 426
 TM0718  PID         -  TM0718
 TM0718  STATE/COUNTY-  MT/GLACIER
 TM0718  USGS QUAD   -  SUMMIT (1995)
 TM0718
 TM0718                         *CURRENT SURVEY CONTROL
 TM0718  ___________________________________________________________________
 TM0718* NAD 83(1986)-  48 19 50.     (N)    113 20 16.     (W)     SCALED    
 TM0718* NAVD 88     -      1572.949  (meters)    5160.58   (feet)  ADJUSTED  
 TM0718  ___________________________________________________________________
 TM0718  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 TM0718  DYNAMIC HT  -        1572.807 (meters)    5160.12  (feet)  COMP
 TM0718  MODELED GRAV-     980,464.3   (mgal)                       NAVD 88
 TM0718
 TM0718  VERT ORDER  -  FIRST     CLASS II
 TM0718
 TM0718.The horizontal coordinates were scaled from a topographic map and have
 TM0718.an estimated accuracy of +/- 6 seconds.
 TM0718
 TM0718.The orthometric height was determined by differential leveling
 TM0718.and adjusted by the National Geodetic Survey in June 1991..
 TM0718
 TM0718.The geoid height was determined by GEOID03.
 TM0718
 TM0718.The dynamic height is computed by dividing the NAVD 88
 TM0718.geopotential number by the normal gravity value computed on the
 TM0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0718.degrees latitude (g = 980.6199 gals.).
 TM0718
 TM0718.The modeled gravity was interpolated from observed gravity values.
 TM0718
 TM0718;                    North         East    Units  Estimated Accuracy
 TM0718;SPC MT       -   460,400.      315,650.      MT  (+/- 180 meters Scaled)
 TM0718
 TM0718                          SUPERSEDED SURVEY CONTROL
 TM0718
 TM0718.No superseded survey control is available for this station.
 TM0718
 TM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU267556(NAD 83)
 TM0718_MARKER: DB = BENCH MARK DISK
 TM0718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TM0718_SP_SET: HEADWALL
 TM0718_STAMPING: G 426 1978
 TM0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0718+STABILITY: SURFACE MOTION
 TM0718
 TM0718  HISTORY     - Date     Condition        Report By
 TM0718  HISTORY     - 1978     MONUMENTED       NGS
 TM0718
 TM0718                          STATION DESCRIPTION
 TM0718
 TM0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0718'10.4 MI SW FROM EAST GLACIER.
 TM0718'10.3 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0718'EAST GLACIER, 0.1 MILE SOUTHWEST OF HIGHWAY MILE POST 199.  SET IN
 TM0718'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 6X8 FEET
 TM0718'CONCRETE BOX CULVERT, 22 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 TM0718'2.
 TM0718'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0478 ***********************************************************************
 TL0478  DESIGNATION -  G 427
 TL0478  PID         -  TL0478
 TL0478  STATE/COUNTY-  MT/LIBERTY
 TL0478  USGS QUAD   -  CHESTER (1963)
 TL0478
 TL0478                         *CURRENT SURVEY CONTROL
 TL0478  ___________________________________________________________________
 TL0478* NAD 83(1986)-  48 31 07.     (N)    110 54 25.     (W)     SCALED    
 TL0478* NAVD 88     -       985.056  (meters)    3231.80   (feet)  ADJUSTED  
 TL0478  ___________________________________________________________________
 TL0478  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 TL0478  DYNAMIC HT  -         985.135 (meters)    3232.06  (feet)  COMP
 TL0478  MODELED GRAV-     980,657.1   (mgal)                       NAVD 88
 TL0478
 TL0478  VERT ORDER  -  FIRST     CLASS II
 TL0478
 TL0478.The horizontal coordinates were scaled from a topographic map and have
 TL0478.an estimated accuracy of +/- 6 seconds.
 TL0478
 TL0478.The orthometric height was determined by differential leveling
 TL0478.and adjusted by the National Geodetic Survey in June 1991..
 TL0478
 TL0478.The geoid height was determined by GEOID03.
 TL0478
 TL0478.The dynamic height is computed by dividing the NAVD 88
 TL0478.geopotential number by the normal gravity value computed on the
 TL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0478.degrees latitude (g = 980.6199 gals.).
 TL0478
 TL0478.The modeled gravity was interpolated from observed gravity values.
 TL0478
 TL0478;                    North         East    Units  Estimated Accuracy
 TL0478;SPC MT       -   475,280.      496,100.      MT  (+/- 180 meters Scaled)
 TL0478
 TL0478                          SUPERSEDED SURVEY CONTROL
 TL0478
 TL0478.No superseded survey control is available for this station.
 TL0478
 TL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU068739(NAD 83)
 TL0478_MARKER: DB = BENCH MARK DISK
 TL0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0478_SP_SET: STAINLESS STEEL ROD
 TL0478_STAMPING: G 427 1979
 TL0478_PROJECTION: FLUSH
 TL0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0478_ROD/PIPE-DEPTH: 3.05 meters
 TL0478
 TL0478  HISTORY     - Date     Condition        Report By
 TL0478  HISTORY     - 1979     MONUMENTED       NGS
 TL0478
 TL0478                          STATION DESCRIPTION
 TL0478
 TL0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0478'2.5 MI EAST FROM CHESTER.
 TL0478'2.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TL0478'CHESTER, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 93.9 FEET
 TL0478'EAST-SOUTHEAST OF THE INTERSECTION OF A DIRT CROSSROAD, 36.2 FEET
 TL0478'EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 94.6 FEET SOUTHEAST
 TL0478'OF THE CENTER OF THE HIGHWAY AND 8.1 FEET WEST OF A UTILITY POLE.
 TL0478'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0478'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1128 ***********************************************************************
 TN1128  DESIGNATION -  G 428 RESET
 TN1128  PID         -  TN1128
 TN1128  STATE/COUNTY-  MT/FLATHEAD
 TN1128  USGS QUAD   -  ROSE CROSSING (1994)
 TN1128
 TN1128                         *CURRENT SURVEY CONTROL
 TN1128  ___________________________________________________________________
 TN1128* NAD 83(1986)-  48 15 55.     (N)    114 16 08.     (W)     SCALED    
 TN1128* NAVD 88     -       896.41   (meters)    2941.0    (feet)  RESET     
 TN1128  ___________________________________________________________________
 TN1128  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN1128
 TN1128  VERT ORDER  -  THIRD
 TN1128
 TN1128.The horizontal coordinates were scaled from a topographic map and have
 TN1128.an estimated accuracy of +/- 6 seconds.
 TN1128
 TN1128.The orthometric height was computed from unverified reset data.
 TN1128.No vertical observational check was made to the station.
 TN1128
 TN1128.The geoid height was determined by GEOID03.
 TN1128
 TN1128;                    North         East    Units  Estimated Accuracy
 TN1128;SPC MT       -   456,950.      246,300.      MT  (+/- 180 meters Scaled)
 TN1128
 TN1128                          SUPERSEDED SURVEY CONTROL
 TN1128
 TN1128.No superseded survey control is available for this station.
 TN1128
 TN1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP026493(NAD 83)
 TN1128_MARKER: A = ALUMINUM MARKER
 TN1128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN1128_SP_SET: METAL PIPE IN CONCRETE
 TN1128_STAMPING: G 428 RESET 1994
 TN1128_MARK LOGO: MTDOT 
 TN1128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TN1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1128+STABILITY: SURFACE MOTION
 TN1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TN1128+SATELLITE: SATELLITE OBSERVATIONS - 1994
 TN1128
 TN1128  HISTORY     - Date     Condition        Report By
 TN1128  HISTORY     - 1994     MONUMENTED       MTDOT
 TN1128
 TN1128                          STATION DESCRIPTION
 TN1128
 TN1128'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 TN1128'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF KALISPELL ALONG
 TN1128'THE WEST SIDE OF U.S. HIGHWAY 2 (LASALLE ROAD) AND IN A GROVE OF
 TN1128'PONDEROSA PINE TREES.
 TN1128'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 93, IN KALISPELL, GO
 TN1128'EASTERLY ON U.S. HIGHWAY 2 FOR 2.05 MI (3.30 KM) TO WHERE THE ROAD
 TN1128'TURNS NORTH.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 2 FOR 3.7 MI
 TN1128'(6.0 KM) TO THE STATION ON THE LEFT.
 TN1128'THE STATION MARK IS 80.0 FT (24.4 M) WEST OF THE NEW ALIGNMENT OF THE
 TN1128'CENTER OF THE NEW HIGHWAY, 66.0 FT (20.1 M) NORTH OF THE CENTER OF A
 TN1128'DRIVEWAY AND 1.3 FT (0.4 M) EAST OF A MTDOT WITNESS POST,
 TN1128'CENTERED IN A DRAIN TILE 1.2 METERS LONG AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1305 ***********************************************************************
 SS1305  DESIGNATION -  G 429
 SS1305  PID         -  SS1305
 SS1305  STATE/COUNTY-  MT/TETON
 SS1305  USGS QUAD   -  DUTTON NW (1987)
 SS1305
 SS1305                         *CURRENT SURVEY CONTROL
 SS1305  ___________________________________________________________________
 SS1305* NAD 83(1986)-  47 55 34.     (N)    111 43 16.     (W)     SCALED    
 SS1305* NAVD 88     -      1026.733  (meters)    3368.54   (feet)  ADJUSTED  
 SS1305  ___________________________________________________________________
 SS1305  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SS1305  DYNAMIC HT  -        1026.715 (meters)    3368.48  (feet)  COMP
 SS1305  MODELED GRAV-     980,558.6   (mgal)                       NAVD 88
 SS1305
 SS1305  VERT ORDER  -  FIRST     CLASS II
 SS1305
 SS1305.The horizontal coordinates were scaled from a topographic map and have
 SS1305.an estimated accuracy of +/- 6 seconds.
 SS1305
 SS1305.The orthometric height was determined by differential leveling
 SS1305.and adjusted by the National Geodetic Survey in June 1991..
 SS1305
 SS1305.The geoid height was determined by GEOID03.
 SS1305
 SS1305.The dynamic height is computed by dividing the NAVD 88
 SS1305.geopotential number by the normal gravity value computed on the
 SS1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1305.degrees latitude (g = 980.6199 gals.).
 SS1305
 SS1305.The modeled gravity was interpolated from observed gravity values.
 SS1305
 SS1305;                    North         East    Units  Estimated Accuracy
 SS1305;SPC MT       -   410,840.      434,110.      MT  (+/- 180 meters Scaled)
 SS1305
 SS1305                          SUPERSEDED SURVEY CONTROL
 SS1305
 SS1305.No superseded survey control is available for this station.
 SS1305
 SS1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU461083(NAD 83)
 SS1305_MARKER: DB = BENCH MARK DISK
 SS1305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1305_SP_SET: STAINLESS STEEL ROD
 SS1305_STAMPING: G 429 1979
 SS1305_PROJECTION: FLUSH
 SS1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1305_ROD/PIPE-DEPTH: 7.62 meters
 SS1305
 SS1305  HISTORY     - Date     Condition        Report By
 SS1305  HISTORY     - 1979     MONUMENTED       NGS
 SS1305
 SS1305                          STATION DESCRIPTION
 SS1305
 SS1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1305'5.7 MI NORTH FROM DUTTON.
 SS1305'5.7 MILES NORTH ALONG U.S. INTERSTATE HIGHWAY 15 FROM THE STATE
 SS1305'HIGHWAY 379 OVERPASS IN DUTTON, 107 FEET WEST OF THE CENTERLINE OF
 SS1305'THE SOUTH BOUND LANES OF THE HIGHWAY, 87 FEET WEST OF MILE MARKER
 SS1305'NUMBER 319, 84 FEET WEST OF THE WEST POST OF A REST AREA SIGN, AND
 SS1305'2.1 FEET EAST OF A FENCE.  NOTE=ACCESS TO DISK IS THROUGH A 4 INCH
 SS1305'PLASTIC SCREW PLUG.
 SS1305'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SS1305'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0217 ***********************************************************************
 RV0217  DESIGNATION -  G 43
 RV0217  PID         -  RV0217
 RV0217  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0217  USGS QUAD   -  RYEGATE EAST (1986)
 RV0217
 RV0217                         *CURRENT SURVEY CONTROL
 RV0217  ___________________________________________________________________
 RV0217* NAD 83(1986)-  46 20 51.     (N)    109 11 50.     (W)     SCALED    
 RV0217* NAVD 88     -      1124.302  (meters)    3688.65   (feet)  ADJUSTED  
 RV0217  ___________________________________________________________________
 RV0217  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 RV0217  DYNAMIC HT  -        1124.116 (meters)    3688.04  (feet)  COMP
 RV0217  MODELED GRAV-     980,410.2   (mgal)                       NAVD 88
 RV0217
 RV0217  VERT ORDER  -  FIRST     CLASS II
 RV0217
 RV0217.The horizontal coordinates were scaled from a topographic map and have
 RV0217.an estimated accuracy of +/- 6 seconds.
 RV0217
 RV0217.The orthometric height was determined by differential leveling
 RV0217.and adjusted by the National Geodetic Survey in June 1991..
 RV0217
 RV0217.The geoid height was determined by GEOID03.
 RV0217
 RV0217.The dynamic height is computed by dividing the NAVD 88
 RV0217.geopotential number by the normal gravity value computed on the
 RV0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0217.degrees latitude (g = 980.6199 gals.).
 RV0217
 RV0217.The modeled gravity was interpolated from observed gravity values.
 RV0217
 RV0217;                    North         East    Units  Estimated Accuracy
 RV0217;SPC MT       -   233,130.      623,290.      MT  (+/- 180 meters Scaled)
 RV0217
 RV0217                          SUPERSEDED SURVEY CONTROL
 RV0217
 RV0217  NGVD 29 (??/??/92) 1123.453  (m)         3685.86   (f) ADJ UNCH    1 2
 RV0217
 RV0217.Superseded values are not recommended for survey control.
 RV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0217.See file dsdata.txt to determine how the superseded data were derived.
 RV0217
 RV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS387342(NAD 83)
 RV0217_MARKER: DB = BENCH MARK DISK
 RV0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0217_STAMPING: G 43 1931
 RV0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0217+STABILITY: SURFACE MOTION
 RV0217
 RV0217  HISTORY     - Date     Condition        Report By
 RV0217  HISTORY     - 1931     MONUMENTED       CGS
 RV0217  HISTORY     - 1962     GOOD             NGS
 RV0217
 RV0217                          STATION DESCRIPTION
 RV0217
 RV0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0217'3.95 MI SE FROM FRANKLIN.
 RV0217'3.95 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0217'CROSSING AT FRANKLIN, 0.25 MILE NORTHWEST OF MILEPOST 65, 54 FEET
 RV0217'SOUTHWEST OF THE FIFTH POLE NORTHWEST OF A PRIVATE ROAD CROSSING, 92
 RV0217'FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 1.4 FEET NORTH-NORTHWEST OF A
 RV0217'FENCE, 1.1 FEET EAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 RV0217'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 RV0217'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1275 ***********************************************************************
 SS1275  DESIGNATION -  G 430
 SS1275  PID         -  SS1275
 SS1275  STATE/COUNTY-  MT/CASCADE
 SS1275  USGS QUAD   -  VAUGHN (1994)
 SS1275
 SS1275                         *CURRENT SURVEY CONTROL
 SS1275  ___________________________________________________________________
 SS1275* NAD 83(1986)-  47 33 50.     (N)    111 32 09.     (W)     SCALED    
 SS1275* NAVD 88     -      1033.755  (meters)    3391.58   (feet)  ADJUSTED  
 SS1275  ___________________________________________________________________
 SS1275  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SS1275  DYNAMIC HT  -        1033.701 (meters)    3391.40  (feet)  COMP
 SS1275  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 SS1275  OBS GRAVITY -     980,523.9   (mgal)                       GRAV_OBS
 SS1275
 SS1275  VERT ORDER  -  FIRST     CLASS II
 SS1275
 SS1275.The horizontal coordinates were scaled from a topographic map and have
 SS1275.an estimated accuracy of +/- 6 seconds.
 SS1275
 SS1275.The orthometric height was determined by differential leveling
 SS1275.and adjusted by the National Geodetic Survey in June 1991..
 SS1275
 SS1275.The geoid height was determined by GEOID03.
 SS1275
 SS1275.The dynamic height is computed by dividing the NAVD 88
 SS1275.geopotential number by the normal gravity value computed on the
 SS1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1275.degrees latitude (g = 980.6199 gals.).
 SS1275
 SS1275.The modeled gravity was interpolated from observed gravity values.
 SS1275.The observed gravity was obtained from relative gravimeter ties
 SS1275.to the IGSN71 gravity network.
 SS1275
 SS1275;                    North         East    Units  Estimated Accuracy
 SS1275;SPC MT       -   370,220.      446,900.      MT  (+/- 180 meters Scaled)
 SS1275
 SS1275                          SUPERSEDED SURVEY CONTROL
 SS1275
 SS1275.No superseded survey control is available for this station.
 SS1275
 SS1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT596679(NAD 83)
 SS1275_MARKER: I = METAL ROD
 SS1275_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1275_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1275_STAMPING: G 430 1979
 SS1275_PROJECTION: FLUSH
 SS1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1275+STABILITY: POSITION/ELEVATION WELL
 SS1275_ROD/PIPE-DEPTH: 13.7 meters
 SS1275_SLEEVE-DEPTH  : 12.8 meters
 SS1275
 SS1275  HISTORY     - Date     Condition        Report By
 SS1275  HISTORY     - 1979     MONUMENTED       NGS
 SS1275
 SS1275                          STATION DESCRIPTION
 SS1275
 SS1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1275'0.5 MI NORTH FROM VAUGHN.
 SS1275'0.5 MILE NORTH ALONG INTERSTATE HIGHWAY 15 FROM U.S. HIGHWAY 89 AND
 SS1275'EXIT 290 OVERPASS LEADING INTO VAUGHN, 154 FEET NORTH-NORTHWEST OF
 SS1275'THE WEST SUPPORT POST OF A SIGN, EXIT 290, 90.5 FEET WEST OF THE
 SS1275'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 59.6 FEET NORTH-
 SS1275'NORTHWEST OF A LIGHT POLE, 58.6 FEET WEST OF THE CENTER OF A SOUTH
 SS1275'BOUND OFF RAMP ROAD, AND 4.2 FEET EAST OF A FENCE.  NOTE=THIS IS A
 SS1275'CLASS A MARK.
 SS1275'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0408 ***********************************************************************
 TL0408  DESIGNATION -  G 431
 TL0408  PID         -  TL0408
 TL0408  STATE/COUNTY-  MT/TOOLE
 TL0408  USGS QUAD   -  SUNBURST (1986)
 TL0408
 TL0408                         *CURRENT SURVEY CONTROL
 TL0408  ___________________________________________________________________
 TL0408* NAD 83(1986)-  48 56 36.     (N)    111 56 03.     (W)     SCALED    
 TL0408* NAVD 88     -      1033.148  (meters)    3389.59   (feet)  ADJUSTED  
 TL0408  ___________________________________________________________________
 TL0408  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 TL0408  DYNAMIC HT  -        1033.253 (meters)    3389.93  (feet)  COMP
 TL0408  MODELED GRAV-     980,676.0   (mgal)                       NAVD 88
 TL0408  OBS GRAVITY -     980,676.8   (mgal)                       GRAV_OBS
 TL0408
 TL0408  VERT ORDER  -  FIRST     CLASS II
 TL0408
 TL0408.The horizontal coordinates were scaled from a topographic map and have
 TL0408.an estimated accuracy of +/- 6 seconds.
 TL0408
 TL0408.The orthometric height was determined by differential leveling
 TL0408.and adjusted by the National Geodetic Survey in June 1991..
 TL0408
 TL0408.The geoid height was determined by GEOID03.
 TL0408
 TL0408.The dynamic height is computed by dividing the NAVD 88
 TL0408.geopotential number by the normal gravity value computed on the
 TL0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0408.degrees latitude (g = 980.6199 gals.).
 TL0408
 TL0408.The modeled gravity was interpolated from observed gravity values.
 TL0408.The observed gravity was obtained from relative gravimeter ties
 TL0408.to the IGSN71 gravity network.
 TL0408
 TL0408;                    North         East    Units  Estimated Accuracy
 TL0408;SPC MT       -   524,340.      421,720.      MT  (+/- 180 meters Scaled)
 TL0408
 TL0408                          SUPERSEDED SURVEY CONTROL
 TL0408
 TL0408.No superseded survey control is available for this station.
 TL0408
 TL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV315215(NAD 83)
 TL0408_MARKER: DB = BENCH MARK DISK
 TL0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0408_SP_SET: STAINLESS STEEL ROD
 TL0408_STAMPING: G 431 1979
 TL0408_PROJECTION: FLUSH
 TL0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0408_ROD/PIPE-DEPTH: 7.62 meters
 TL0408
 TL0408  HISTORY     - Date     Condition        Report By
 TL0408  HISTORY     - 1979     MONUMENTED       NGS
 TL0408
 TL0408                          STATION DESCRIPTION
 TL0408
 TL0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0408'4.3 MI SOUTH FROM SWEETGRASS.
 TL0408'4.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE UNITED STATES-
 TL0408'CANADIAN BORDER IN SWEETGRASS, AT EXIT NUMBER 394, 321 FEET WEST
 TL0408'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 235 FEET
 TL0408'WEST OF THE NORTHWEST END OF AN OVERPASS, 23 FEET NORTH OF THE CENTER
 TL0408'OF AN EAST-WEST ROAD AND 5 FEET EAST OF THE NORTHWEST END OF A
 TL0408'GUARD RAIL.  ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TL0408'THE MARK IS 20 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0371 ***********************************************************************
 TL0371  DESIGNATION -  G 432
 TL0371  PID         -  TL0371
 TL0371  STATE/COUNTY-  MT/TOOLE
 TL0371  USGS QUAD   -  SHELBY (1986)
 TL0371
 TL0371                         *CURRENT SURVEY CONTROL
 TL0371  ___________________________________________________________________
 TL0371* NAD 83(1986)-  48 37 18.     (N)    111 51 46.     (W)     SCALED    
 TL0371* NAVD 88     -      1068.029  (meters)    3504.03   (feet)  ADJUSTED  
 TL0371  ___________________________________________________________________
 TL0371  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 TL0371  DYNAMIC HT  -        1068.108 (meters)    3504.28  (feet)  COMP
 TL0371  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 TL0371
 TL0371  VERT ORDER  -  FIRST     CLASS II
 TL0371
 TL0371.The horizontal coordinates were scaled from a topographic map and have
 TL0371.an estimated accuracy of +/- 6 seconds.
 TL0371
 TL0371.The orthometric height was determined by differential leveling
 TL0371.and adjusted by the National Geodetic Survey in June 1991..
 TL0371
 TL0371.The geoid height was determined by GEOID03.
 TL0371
 TL0371.The dynamic height is computed by dividing the NAVD 88
 TL0371.geopotential number by the normal gravity value computed on the
 TL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0371.degrees latitude (g = 980.6199 gals.).
 TL0371
 TL0371.The modeled gravity was interpolated from observed gravity values.
 TL0371
 TL0371;                    North         East    Units  Estimated Accuracy
 TL0371;SPC MT       -   488,430.      425,870.      MT  (+/- 180 meters Scaled)
 TL0371
 TL0371                          SUPERSEDED SURVEY CONTROL
 TL0371
 TL0371.No superseded survey control is available for this station.
 TL0371
 TL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU364857(NAD 83)
 TL0371_MARKER: DB = BENCH MARK DISK
 TL0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0371_SP_SET: STAINLESS STEEL ROD
 TL0371_STAMPING: G 432 1978
 TL0371_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0371_ROD/PIPE-DEPTH: 3.66 meters
 TL0371
 TL0371  HISTORY     - Date     Condition        Report By
 TL0371  HISTORY     - 1978     MONUMENTED       NGS
 TL0371
 TL0371                          STATION DESCRIPTION
 TL0371
 TL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0371'7.6 MI NORTH FROM SHELBY.
 TL0371'7.6 MILES NORTH ALONG INTERSTATE 15 FROM ITS INTERSECTION WITH
 TL0371'U.S. HIGHWAY 2 IN SHELBY, 0.1 MILE NORTH OF MILE POST 371, AT THE NORT
 TL0371'END AND ACROSS THE ROAD FROM THE EAST STEEL GUARD RAIL, IN THE WEST
 TL0371'RIGHT OF WAY FENCE LINE AND ONE POWER POLE SOUTH OF THE BEGINNING OF A
 TL0371'CUT, 89 FEET WEST OF THE CENTERLINE OF HIGHWAY 2, 7 FEET EAST OF
 TL0371'A POWER LINE POLE, 2 FEET NORTH OF A WITNESS POST, AND 1.5 FEET EAST
 TL0371'OF THE WEST RIGHT OF WAY FENCE LINE.  DISK IS SET LEVEL WITH THE
 TL0371'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW
 TL0371'PLUG.
 TL0371'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TL0371'THE MARK IS 6 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0330 ***********************************************************************
 TL0330  DESIGNATION -  G 433
 TL0330  PID         -  TL0330
 TL0330  STATE/COUNTY-  MT/PONDERA
 TL0330  USGS QUAD   -  PIONEER SCHOOL (1967)
 TL0330
 TL0330                         *CURRENT SURVEY CONTROL
 TL0330  ___________________________________________________________________
 TL0330* NAD 83(1986)-  48 18 13.     (N)    111 56 13.     (W)     SCALED    
 TL0330* NAVD 88     -      1130.394  (meters)    3708.63   (feet)  ADJUSTED  
 TL0330  ___________________________________________________________________
 TL0330  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 TL0330  DYNAMIC HT  -        1130.414 (meters)    3708.70  (feet)  COMP
 TL0330  MODELED GRAV-     980,588.9   (mgal)                       NAVD 88
 TL0330  OBS GRAVITY -     980,588.6   (mgal)                       GRAV_OBS
 TL0330
 TL0330  VERT ORDER  -  FIRST     CLASS II
 TL0330
 TL0330.The horizontal coordinates were scaled from a topographic map and have
 TL0330.an estimated accuracy of +/- 6 seconds.
 TL0330
 TL0330.The orthometric height was determined by differential leveling
 TL0330.and adjusted by the National Geodetic Survey in June 1991..
 TL0330
 TL0330.The geoid height was determined by GEOID03.
 TL0330
 TL0330.The dynamic height is computed by dividing the NAVD 88
 TL0330.geopotential number by the normal gravity value computed on the
 TL0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0330.degrees latitude (g = 980.6199 gals.).
 TL0330
 TL0330.The modeled gravity was interpolated from observed gravity values.
 TL0330.The observed gravity was obtained from relative gravimeter ties
 TL0330.to the IGSN71 gravity network.
 TL0330
 TL0330;                    North         East    Units  Estimated Accuracy
 TL0330;SPC MT       -   453,250.      419,310.      MT  (+/- 180 meters Scaled)
 TL0330
 TL0330                          SUPERSEDED SURVEY CONTROL
 TL0330
 TL0330.No superseded survey control is available for this station.
 TL0330
 TL0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU305504(NAD 83)
 TL0330_MARKER: I = METAL ROD
 TL0330_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TL0330_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TL0330_STAMPING: G 433 1979
 TL0330_PROJECTION: FLUSH
 TL0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TL0330+STABILITY: POSITION/ELEVATION WELL
 TL0330_ROD/PIPE-DEPTH: 13.7 meters
 TL0330_SLEEVE-DEPTH  : 12.8 meters
 TL0330
 TL0330  HISTORY     - Date     Condition        Report By
 TL0330  HISTORY     - 1979     MONUMENTED       NGS
 TL0330
 TL0330                          STATION DESCRIPTION
 TL0330
 TL0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0330'8.6 MI NORTH FROM CONRAD.
 TL0330'8.6 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT 339
 TL0330'OVERPASS IN CONRAD, 0.2 MILE SOUTH OF MILE MARKER 348, 375 FEET
 TL0330'SOUTH OF MILE MARKER 348, 162 FEET WEST OF THE CENTER OF THE SOUTH
 TL0330'BOUND LANES OF THE HIGHWAY AND 4.9 FEET EAST OF A WIRE FENCE.
 TL0330'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TL0330'THE MARK IS 10 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0458 ***********************************************************************
 TL0458  DESIGNATION -  G 434
 TL0458  PID         -  TL0458
 TL0458  STATE/COUNTY-  MT/LIBERTY
 TL0458  USGS QUAD   -  LOTHAIR (1970)
 TL0458
 TL0458                         *CURRENT SURVEY CONTROL
 TL0458  ___________________________________________________________________
 TL0458* NAD 83(1986)-  48 28 07.     (N)    111 13 57.     (W)     SCALED    
 TL0458* NAVD 88     -      1007.948  (meters)    3306.91   (feet)  ADJUSTED  
 TL0458  ___________________________________________________________________
 TL0458  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TL0458  DYNAMIC HT  -        1008.023 (meters)    3307.16  (feet)  COMP
 TL0458  MODELED GRAV-     980,650.6   (mgal)                       NAVD 88
 TL0458
 TL0458  VERT ORDER  -  FIRST     CLASS II
 TL0458
 TL0458.The horizontal coordinates were scaled from a topographic map and have
 TL0458.an estimated accuracy of +/- 6 seconds.
 TL0458
 TL0458.The orthometric height was determined by differential leveling
 TL0458.and adjusted by the National Geodetic Survey in June 1991..
 TL0458
 TL0458.The geoid height was determined by GEOID03.
 TL0458
 TL0458.The dynamic height is computed by dividing the NAVD 88
 TL0458.geopotential number by the normal gravity value computed on the
 TL0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0458.degrees latitude (g = 980.6199 gals.).
 TL0458
 TL0458.The modeled gravity was interpolated from observed gravity values.
 TL0458
 TL0458;                    North         East    Units  Estimated Accuracy
 TL0458;SPC MT       -   470,200.      471,930.      MT  (+/- 180 meters Scaled)
 TL0458
 TL0458                          SUPERSEDED SURVEY CONTROL
 TL0458
 TL0458.No superseded survey control is available for this station.
 TL0458
 TL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU828684(NAD 83)
 TL0458_MARKER: DB = BENCH MARK DISK
 TL0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0458_SP_SET: STAINLESS STEEL ROD
 TL0458_STAMPING: G 434 1979
 TL0458_PROJECTION: FLUSH
 TL0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0458_ROD/PIPE-DEPTH: 7.01 meters
 TL0458
 TL0458  HISTORY     - Date     Condition        Report By
 TL0458  HISTORY     - 1979     MONUMENTED       NGS
 TL0458
 TL0458                          STATION DESCRIPTION
 TL0458
 TL0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0458'13.1 MI WEST FROM CHESTER.
 TL0458'13.1 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0458'IN CHESTER, AT A GRAVELED ROAD LEADING NORTH TO LATHAIR, 149.3
 TL0458'FEET EAST OF MILE POST 309, 54.3 FEET SOUTH OF THE CENTER OF THE
 TL0458'HIGHWAY, 41 FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 TL0458'SOUTH AND 7.2 FEET EAST OF UTILITY POLE NUMBER 2 DI WITH A GUY WIRE.
 TL0458'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0458'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1258 ***********************************************************************
 SS1258  DESIGNATION -  G 435
 SS1258  PID         -  SS1258
 SS1258  STATE/COUNTY-  MT/CASCADE
 SS1258  USGS QUAD   -  HARDY (1961)
 SS1258
 SS1258                         *CURRENT SURVEY CONTROL
 SS1258  ___________________________________________________________________
 SS1258* NAD 83(1986)-  47 09 17.     (N)    111 49 23.     (W)     SCALED    
 SS1258* NAVD 88     -      1072.380  (meters)    3518.30   (feet)  ADJUSTED  
 SS1258  ___________________________________________________________________
 SS1258  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS1258  DYNAMIC HT  -        1072.229 (meters)    3517.80  (feet)  COMP
 SS1258  MODELED GRAV-     980,436.9   (mgal)                       NAVD 88
 SS1258
 SS1258  VERT ORDER  -  FIRST     CLASS II
 SS1258
 SS1258.The horizontal coordinates were scaled from a topographic map and have
 SS1258.an estimated accuracy of +/- 6 seconds.
 SS1258
 SS1258.The orthometric height was determined by differential leveling
 SS1258.and adjusted by the National Geodetic Survey in June 1991..
 SS1258
 SS1258.The geoid height was determined by GEOID03.
 SS1258
 SS1258.The dynamic height is computed by dividing the NAVD 88
 SS1258.geopotential number by the normal gravity value computed on the
 SS1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1258.degrees latitude (g = 980.6199 gals.).
 SS1258
 SS1258.The modeled gravity was interpolated from observed gravity values.
 SS1258
 SS1258;                    North         East    Units  Estimated Accuracy
 SS1258;SPC MT       -   325,380.      423,960.      MT  (+/- 180 meters Scaled)
 SS1258
 SS1258                          SUPERSEDED SURVEY CONTROL
 SS1258
 SS1258.No superseded survey control is available for this station.
 SS1258
 SS1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT376226(NAD 83)
 SS1258_MARKER: DB = BENCH MARK DISK
 SS1258_SETTING: 66 = SET IN ROCK OUTCROP
 SS1258_SP_SET: ROCK OUTCROP
 SS1258_STAMPING: G 435 1979
 SS1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1258+STABILITY: POSITION/ELEVATION WELL
 SS1258
 SS1258  HISTORY     - Date     Condition        Report By
 SS1258  HISTORY     - 1979     MONUMENTED       NGS
 SS1258
 SS1258                          STATION DESCRIPTION
 SS1258
 SS1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1258'10.1 MI NE FROM CRAIG.
 SS1258'10.1 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT 234
 SS1258'OVERPASS IN CRAIG, ALSO 4.1 MILES SOUTHWEST ALONG THE BURLINGTON
 SS1258'NORTHERN RAILROAD FROM THE STATION IN CASCADE TO BENCH MARK M 328,
 SS1258'THENCE 10.8 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 15, SET AT THE
 SS1258'SOUTH END OF A SHEER ROCK CUT ON THE WEST SIDE OF THE HIGHWAY, 79.9
 SS1258'FEET NORTH OF THE NORTH END OF A STEEL GUARD RAIL, AND 37.1 FEET WEST
 SS1258'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 SS1258'THE MARK IS 3.2 FT  S FROM A WITNESS POST.
 SS1258'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0791 ***********************************************************************
 RX0791  DESIGNATION -  G 436
 RX0791  PID         -  RX0791
 RX0791  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0791  USGS QUAD   -  MITCHELL MOUNTAIN (1962)
 RX0791
 RX0791                         *CURRENT SURVEY CONTROL
 RX0791  ___________________________________________________________________
 RX0791* NAD 83(1986)-  46 56 13.     (N)    112 07 34.     (W)     SCALED    
 RX0791* NAVD 88     -      1161.286  (meters)    3809.99   (feet)  ADJUSTED  
 RX0791  ___________________________________________________________________
 RX0791  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 RX0791  DYNAMIC HT  -        1161.088 (meters)    3809.34  (feet)  COMP
 RX0791  MODELED GRAV-     980,403.8   (mgal)                       NAVD 88
 RX0791
 RX0791  VERT ORDER  -  FIRST     CLASS II
 RX0791
 RX0791.The horizontal coordinates were scaled from a topographic map and have
 RX0791.an estimated accuracy of +/- 6 seconds.
 RX0791
 RX0791.The orthometric height was determined by differential leveling
 RX0791.and adjusted by the National Geodetic Survey in June 1991..
 RX0791
 RX0791.The geoid height was determined by GEOID03.
 RX0791
 RX0791.The dynamic height is computed by dividing the NAVD 88
 RX0791.geopotential number by the normal gravity value computed on the
 RX0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0791.degrees latitude (g = 980.6199 gals.).
 RX0791
 RX0791.The modeled gravity was interpolated from observed gravity values.
 RX0791
 RX0791;                    North         East    Units  Estimated Accuracy
 RX0791;SPC MT       -   301,920.      400,190.      MT  (+/- 180 meters Scaled)
 RX0791
 RX0791                          SUPERSEDED SURVEY CONTROL
 RX0791
 RX0791.No superseded survey control is available for this station.
 RX0791
 RX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS142987(NAD 83)
 RX0791_MARKER: DB = BENCH MARK DISK
 RX0791_SETTING: 66 = SET IN ROCK OUTCROP
 RX0791_SP_SET: ROCK OUTCROP
 RX0791_STAMPING: G 436 1979
 RX0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0791+STABILITY: POSITION/ELEVATION WELL
 RX0791
 RX0791  HISTORY     - Date     Condition        Report By
 RX0791  HISTORY     - 1979     MONUMENTED       NGS
 RX0791
 RX0791                          STATION DESCRIPTION
 RX0791
 RX0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0791'6.7 MI SOUTH FROM WOLF CREEK.
 RX0791'6.7 MILES SOUTH ALONG OLD U.S. HIGHWAY 91 FROM THE BRIDGE ACROSS
 RX0791'LITTLE PRICKLY PEAR CREEK IN WOLF CREEK, SET VERTICALLY IN THE
 RX0791'NORTHWEST FACE OF A VERTICAL ROCK CUT, 28.8 FEET SOUTHEAST OF THE
 RX0791'CENTERLINE OF THE HIGHWAY.
 RX0791'THE MARK IS 3 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0459 ***********************************************************************
 RW0459  DESIGNATION -  G 437
 RW0459  PID         -  RW0459
 RW0459  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0459  USGS QUAD   -  EAST HELENA (1985)
 RW0459
 RW0459                         *CURRENT SURVEY CONTROL
 RW0459  ___________________________________________________________________
 RW0459* NAD 83(1986)-  46 34 47.     (N)    111 58 58.     (W)     SCALED    
 RW0459* NAVD 88     -      1249.709  (meters)    4100.09   (feet)  ADJUSTED  
 RW0459  ___________________________________________________________________
 RW0459  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RW0459  DYNAMIC HT  -        1249.429 (meters)    4099.17  (feet)  COMP
 RW0459  MODELED GRAV-     980,347.0   (mgal)                       NAVD 88
 RW0459
 RW0459  VERT ORDER  -  FIRST     CLASS II
 RW0459
 RW0459.The horizontal coordinates were scaled from a topographic map and have
 RW0459.an estimated accuracy of +/- 6 seconds.
 RW0459
 RW0459.The orthometric height was determined by differential leveling
 RW0459.and adjusted by the National Geodetic Survey in June 1991..
 RW0459
 RW0459.The geoid height was determined by GEOID03.
 RW0459
 RW0459.The dynamic height is computed by dividing the NAVD 88
 RW0459.geopotential number by the normal gravity value computed on the
 RW0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0459.degrees latitude (g = 980.6199 gals.).
 RW0459
 RW0459.The modeled gravity was interpolated from observed gravity values.
 RW0459
 RW0459;                    North         East    Units  Estimated Accuracy
 RW0459;SPC MT       -   261,900.      409,840.      MT  (+/- 180 meters Scaled)
 RW0459
 RW0459                          SUPERSEDED SURVEY CONTROL
 RW0459
 RW0459.No superseded survey control is available for this station.
 RW0459
 RW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS247589(NAD 83)
 RW0459_MARKER: DV = VERTICAL CONTROL DISK
 RW0459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RW0459_SP_SET: STAINLESS STEEL ROD
 RW0459_STAMPING: G 437 1979
 RW0459_MARK LOGO: NGS   
 RW0459_PROJECTION: FLUSH
 RW0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0459+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2002
 RW0459_ROD/PIPE-DEPTH: 4.27 meters
 RW0459
 RW0459  HISTORY     - Date     Condition        Report By
 RW0459  HISTORY     - 1979     MONUMENTED       NGS
 RW0459  HISTORY     - 20020626 GOOD             MTDOT
 RW0459
 RW0459                          STATION DESCRIPTION
 RW0459
 RW0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RW0459'1.1 MI SOUTH FROM HELENA.
 RW0459'1.1 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM STATE HIGHWAY 12
 RW0459'AND STATE HIGHWAY 287 OVERPASS IN HELENA, 171 FEET SOUTHWEST OF
 RW0459'MILE MARKER NUMBER 191, 93 FEET WEST OF THE CENTERLINE OF THE SOUTH
 RW0459'BOUND LANES OF THE HIGHWAY, AND 1.5 FEET EAST OF A FENCE.
 RW0459'NOTE=REFUSAL WAS REACHED AT 14 FEET, ACCESS TO THE DISK IS THROUGH
 RW0459'A 4 INCH SCREW PLUG.
 RW0459'THE MARK IS 1.7 FT  N FROM A WITNESS POST.
 RW0459'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 RW0459
 RW0459                          STATION RECOVERY (2002)
 RW0459
 RW0459'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DDB)
 RW0459'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0446 ***********************************************************************
 TJ0446  DESIGNATION -  G 438
 TJ0446  PID         -  TJ0446
 TJ0446  STATE/COUNTY-  MT/PHILLIPS
 TJ0446  USGS QUAD   -  MORGAN (1984)
 TJ0446
 TJ0446                         *CURRENT SURVEY CONTROL
 TJ0446  ___________________________________________________________________
 TJ0446* NAD 83(1986)-  48 53 05.     (N)    107 48 32.     (W)     SCALED    
 TJ0446* NAVD 88     -       752.517  (meters)    2468.88   (feet)  ADJUSTED  
 TJ0446  ___________________________________________________________________
 TJ0446  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TJ0446  DYNAMIC HT  -         752.632 (meters)    2469.26  (feet)  COMP
 TJ0446  MODELED GRAV-     980,737.2   (mgal)                       NAVD 88
 TJ0446
 TJ0446  VERT ORDER  -  FIRST     CLASS II
 TJ0446
 TJ0446.The horizontal coordinates were scaled from a topographic map and have
 TJ0446.an estimated accuracy of +/- 6 seconds.
 TJ0446
 TJ0446.The orthometric height was determined by differential leveling
 TJ0446.and adjusted by the National Geodetic Survey in June 1991..
 TJ0446
 TJ0446.The geoid height was determined by GEOID03.
 TJ0446
 TJ0446.The dynamic height is computed by dividing the NAVD 88
 TJ0446.geopotential number by the normal gravity value computed on the
 TJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0446.degrees latitude (g = 980.6199 gals.).
 TJ0446
 TJ0446.The modeled gravity was interpolated from observed gravity values.
 TJ0446
 TJ0446;                    North         East    Units  Estimated Accuracy
 TJ0446;SPC MT       -   516,390.      724,010.      MT  (+/- 180 meters Scaled)
 TJ0446
 TJ0446                          SUPERSEDED SURVEY CONTROL
 TJ0446
 TJ0446.No superseded survey control is available for this station.
 TJ0446
 TJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ940184(NAD 83)
 TJ0446_MARKER: DB = BENCH MARK DISK
 TJ0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0446_SP_SET: STAINLESS STEEL ROD
 TJ0446_STAMPING: G 438 1979
 TJ0446_PROJECTION: FLUSH
 TJ0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0446_ROD/PIPE-DEPTH: 5.18 meters
 TJ0446
 TJ0446  HISTORY     - Date     Condition        Report By
 TJ0446  HISTORY     - 1979     MONUMENTED       NGS
 TJ0446
 TJ0446                          STATION DESCRIPTION
 TJ0446
 TJ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0446'8.0 MI SOUTH FROM PORT OF MORGAN.
 TJ0446'8.0 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE U.S.-CANADIAN BORDER
 TJ0446'IN PORT OF MORGAN, 0.1 MILE SOUTH OF A POWER LINE CROSSING, 60
 TJ0446'FEET EAST OF THE CENTER OF THE HIGHWAY, 34 FEET EAST OF MILE POST 45,
 TJ0446'NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0446'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TJ0446'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0423 ***********************************************************************
 TJ0423  DESIGNATION -  G 439
 TJ0423  PID         -  TJ0423
 TJ0423  STATE/COUNTY-  MT/PHILLIPS
 TJ0423  USGS QUAD   -  AUSTIN COULEE (1984)
 TJ0423
 TJ0423                         *CURRENT SURVEY CONTROL
 TJ0423  ___________________________________________________________________
 TJ0423* NAD 83(1986)-  48 39 20.     (N)    107 45 22.     (W)     SCALED    
 TJ0423* NAVD 88     -       823.995  (meters)    2703.39   (feet)  ADJUSTED  
 TJ0423  ___________________________________________________________________
 TJ0423  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0423  DYNAMIC HT  -         824.097 (meters)    2703.72  (feet)  COMP
 TJ0423  MODELED GRAV-     980,705.4   (mgal)                       NAVD 88
 TJ0423
 TJ0423  VERT ORDER  -  FIRST     CLASS II
 TJ0423
 TJ0423.The horizontal coordinates were scaled from a topographic map and have
 TJ0423.an estimated accuracy of +/- 6 seconds.
 TJ0423
 TJ0423.The orthometric height was determined by differential leveling
 TJ0423.and adjusted by the National Geodetic Survey in June 1991..
 TJ0423
 TJ0423.The geoid height was determined by GEOID03.
 TJ0423
 TJ0423.The dynamic height is computed by dividing the NAVD 88
 TJ0423.geopotential number by the normal gravity value computed on the
 TJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0423.degrees latitude (g = 980.6199 gals.).
 TJ0423
 TJ0423.The modeled gravity was interpolated from observed gravity values.
 TJ0423
 TJ0423;                    North         East    Units  Estimated Accuracy
 TJ0423;SPC MT       -   491,000.      728,450.      MT  (+/- 180 meters Scaled)
 TJ0423
 TJ0423                          SUPERSEDED SURVEY CONTROL
 TJ0423
 TJ0423.No superseded survey control is available for this station.
 TJ0423
 TJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP970928(NAD 83)
 TJ0423_MARKER: DB = BENCH MARK DISK
 TJ0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0423_SP_SET: STAINLESS STEEL ROD
 TJ0423_STAMPING: G 439 1979
 TJ0423_PROJECTION: FLUSH
 TJ0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0423_ROD/PIPE-DEPTH: 5.18 meters
 TJ0423
 TJ0423  HISTORY     - Date     Condition        Report By
 TJ0423  HISTORY     - 1979     MONUMENTED       NGS
 TJ0423
 TJ0423                          STATION DESCRIPTION
 TJ0423
 TJ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0423'13.5 MI SE FROM LORING.
 TJ0423'13.5 MILES SOUTH, EAST AND SOUTH ALONG STATE HIGHWAY 242 FROM THE
 TJ0423'POST OFFICE IN LORING, 1 MILE WEST OF A GRAVEL ROAD LEADING NORTHEAST
 TJ0423'TO WHITEWATER, 0.1 MILE EAST OF A NINETY DEGREE CURVE FROM
 TJ0423'EAST-WEST TO NORTH-SOUTH, 78 FEET NORTH OF THE CENTER
 TJ0423'OF THE HIGHWAY, 57 FEET NORTH OF MILE POST 24, AND 2 FEET SOUTH OF
 TJ0423'A FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0423'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 TJ0423'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0180 ***********************************************************************
 QW0180  DESIGNATION -  G 44
 QW0180  PID         -  QW0180
 QW0180  STATE/COUNTY-  MT/YELLOWSTONE
 QW0180  USGS QUAD   -  ACTON (1956)
 QW0180
 QW0180                         *CURRENT SURVEY CONTROL
 QW0180  ___________________________________________________________________
 QW0180* NAD 83(1986)-  45 53 31.     (N)    108 40 27.     (W)     SCALED    
 QW0180* NAVD 88     -      1132.812  (meters)    3716.57   (feet)  POSTED    
 QW0180  ___________________________________________________________________
 QW0180  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 QW0180  DYNAMIC HT  -        1132.570 (meters)    3715.77  (feet)  COMP
 QW0180  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 QW0180
 QW0180  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0180
 QW0180.The horizontal coordinates were scaled from a topographic map and have
 QW0180.an estimated accuracy of +/- 6 seconds.
 QW0180
 QW0180.The orthometric height was determined by differential leveling
 QW0180.and adjusted by the National Geodetic Survey in 1992..
 QW0180.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0180.rate of 1.1 thru 2.0 mm/km.
 QW0180
 QW0180.The geoid height was determined by GEOID03.
 QW0180
 QW0180.The dynamic height is computed by dividing the NAVD 88
 QW0180.geopotential number by the normal gravity value computed on the
 QW0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0180.degrees latitude (g = 980.6199 gals.).
 QW0180
 QW0180.The modeled gravity was interpolated from observed gravity values.
 QW0180
 QW0180;                    North         East    Units  Estimated Accuracy
 QW0180;SPC MT       -   182,810.      664,070.      MT  (+/- 180 meters Scaled)
 QW0180
 QW0180                          SUPERSEDED SURVEY CONTROL
 QW0180
 QW0180  NGVD 29 (??/??/92) 1131.987  (m)         3713.86   (f) ADJ UNCH    1 2
 QW0180
 QW0180.Superseded values are not recommended for survey control.
 QW0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0180.See file dsdata.txt to determine how the superseded data were derived.
 QW0180
 QW0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR804846(NAD 83)
 QW0180_MARKER: DB = BENCH MARK DISK
 QW0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0180_STAMPING: G 44 1931
 QW0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0180+STABILITY: SURFACE MOTION
 QW0180
 QW0180  HISTORY     - Date     Condition        Report By
 QW0180  HISTORY     - 1931     MONUMENTED       CGS
 QW0180  HISTORY     - 1962     MARK NOT FOUND   NGS
 QW0180
 QW0180                          STATION DESCRIPTION
 QW0180
 QW0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QW0180'3.25 MI S FROM ACTON.
 QW0180'3-1/4 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM ACTON, ABOUT
 QW0180'110 YARDS NORTH OF MILEPOST 18, AT A CUT, IN LINE WITH A COULEE
 QW0180'RUNNING EAST FROM THE RAILROAD TO THE BILLINGS ROAD, 64.5 FEET
 QW0180'SOUTHWEST OF THE FENCE, AND ABOUT 35 FEET NORTHEAST OF THE NORTHEAST
 QW0180'RAIL.  A STANDARD DISK, STAMPED G 44 1931 AND SET IN THE TOP OF A
 QW0180'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THERE
 QW0180'HAS BEEN A SMALL DAM BUILT IN THIS AREA AND THE MARK BELIEVED
 QW0180'DESTROYED OR COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0831 ***********************************************************************
 RX0831  DESIGNATION -  G 440
 RX0831  PID         -  RX0831
 RX0831  STATE/COUNTY-  MT/JEFFERSON
 RX0831  USGS QUAD   -  WICKES (1996)
 RX0831
 RX0831                         *CURRENT SURVEY CONTROL
 RX0831  ___________________________________________________________________
 RX0831* NAD 83(1986)-  46 16 39.     (N)    112 06 05.     (W)     SCALED    
 RX0831* NAVD 88     -      1516.914  (meters)    4976.74   (feet)  ADJUSTED  
 RX0831  ___________________________________________________________________
 RX0831  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 RX0831  DYNAMIC HT  -        1516.414 (meters)    4975.10  (feet)  COMP
 RX0831  MODELED GRAV-     980,232.4   (mgal)                       NAVD 88
 RX0831
 RX0831  VERT ORDER  -  FIRST     CLASS II
 RX0831
 RX0831.The horizontal coordinates were scaled from a topographic map and have
 RX0831.an estimated accuracy of +/- 6 seconds.
 RX0831
 RX0831.The orthometric height was determined by differential leveling
 RX0831.and adjusted by the National Geodetic Survey in June 1991..
 RX0831
 RX0831.The geoid height was determined by GEOID03.
 RX0831
 RX0831.The dynamic height is computed by dividing the NAVD 88
 RX0831.geopotential number by the normal gravity value computed on the
 RX0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0831.degrees latitude (g = 980.6199 gals.).
 RX0831
 RX0831.The modeled gravity was interpolated from observed gravity values.
 RX0831
 RX0831;                    North         East    Units  Estimated Accuracy
 RX0831;SPC MT       -   228,640.      399,640.      MT  (+/- 180 meters Scaled)
 RX0831
 RX0831                          SUPERSEDED SURVEY CONTROL
 RX0831
 RX0831.No superseded survey control is available for this station.
 RX0831
 RX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS151254(NAD 83)
 RX0831_MARKER: DB = BENCH MARK DISK
 RX0831_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RX0831+WITH SETTING: INFORMATION.
 RX0831_SP_SET: SHALLOW SET METAL ROD
 RX0831_STAMPING: G 440 1979
 RX0831_PROJECTION: FLUSH
 RX0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0831_ROD/PIPE-DEPTH: 2.44 meters
 RX0831
 RX0831  HISTORY     - Date     Condition        Report By
 RX0831  HISTORY     - 1979     MONUMENTED       NGS
 RX0831
 RX0831                          STATION DESCRIPTION
 RX0831
 RX0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0831'1.9 MI NE FROM BOULDER.
 RX0831'1.9 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 164 OVERPASS
 RX0831'IN BOULDER, 128.4 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 RX0831'OF THE HIGHWAY, 88 FEET EAST-NORTHEAST OF A POWER POLE WITH A GUY
 RX0831'WIRE, AND 1.2 FEET EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 8
 RX0831'FEET, ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 RX0831'THE MARK IS 1.9 FT  S FROM A WITNESS POST.
 RX0831'THE MARK IS 7 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0382 ***********************************************************************
 TK0382  DESIGNATION -  G 441
 TK0382  PID         -  TK0382
 TK0382  STATE/COUNTY-  MT/PHILLIPS
 TK0382  USGS QUAD   -  DODSON (1964)
 TK0382
 TK0382                         *CURRENT SURVEY CONTROL
 TK0382  ___________________________________________________________________
 TK0382* NAD 83(1986)-  48 23 02.     (N)    108 10 45.     (W)     SCALED    
 TK0382* NAVD 88     -       697.003  (meters)    2286.75   (feet)  ADJUSTED  
 TK0382  ___________________________________________________________________
 TK0382  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 TK0382  DYNAMIC HT  -         697.074 (meters)    2286.98  (feet)  COMP
 TK0382  MODELED GRAV-     980,690.1   (mgal)                       NAVD 88
 TK0382
 TK0382  VERT ORDER  -  FIRST     CLASS II
 TK0382
 TK0382.The horizontal coordinates were scaled from a topographic map and have
 TK0382.an estimated accuracy of +/- 6 seconds.
 TK0382
 TK0382.The orthometric height was determined by differential leveling
 TK0382.and adjusted by the National Geodetic Survey in June 1991..
 TK0382
 TK0382.The geoid height was determined by GEOID03.
 TK0382
 TK0382.The dynamic height is computed by dividing the NAVD 88
 TK0382.geopotential number by the normal gravity value computed on the
 TK0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0382.degrees latitude (g = 980.6199 gals.).
 TK0382
 TK0382.The modeled gravity was interpolated from observed gravity values.
 TK0382
 TK0382;                    North         East    Units  Estimated Accuracy
 TK0382;SPC MT       -   460,190.      697,800.      MT  (+/- 180 meters Scaled)
 TK0382
 TK0382                          SUPERSEDED SURVEY CONTROL
 TK0382
 TK0382.No superseded survey control is available for this station.
 TK0382
 TK0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU088628(NAD 83)
 TK0382_MARKER: DB = BENCH MARK DISK
 TK0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0382_SP_SET: STAINLESS STEEL ROD
 TK0382_STAMPING: G 441 1979
 TK0382_PROJECTION: FLUSH
 TK0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0382_ROD/PIPE-DEPTH: 7.62 meters
 TK0382
 TK0382  HISTORY     - Date     Condition        Report By
 TK0382  HISTORY     - 1979     MONUMENTED       NGS
 TK0382
 TK0382                          STATION DESCRIPTION
 TK0382
 TK0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0382'3.1 MI EAST FROM DODSON.
 TK0382'3.15 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0382'STATION IN DODSON, 157 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE
 TK0382'SOUTH RAIL, 55 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 2, 6 FEET
 TK0382'EAST OF THE NORTH LEG OF A DOUBLE UTILITY POLE NUMBER 184-10, AND
 TK0382'3 FEET NORTH OF A WIRE FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH A
 TK0382'4-INCH SCREW PLUG.
 TK0382'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TK0382'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0448 ***********************************************************************
 TN0448  DESIGNATION -  G 442
 TN0448  PID         -  TN0448
 TN0448  STATE/COUNTY-  MT/FLATHEAD
 TN0448  USGS QUAD   -  SOMERS (1994)
 TN0448
 TN0448                         *CURRENT SURVEY CONTROL
 TN0448  ___________________________________________________________________
 TN0448* NAD 83(1986)-  48 06 23.     (N)    114 14 46.     (W)     SCALED    
 TN0448* NAVD 88     -       887.753  (meters)    2912.57   (feet)  ADJUSTED  
 TN0448  ___________________________________________________________________
 TN0448  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 TN0448  DYNAMIC HT  -         887.745 (meters)    2912.54  (feet)  COMP
 TN0448  MODELED GRAV-     980,572.8   (mgal)                       NAVD 88
 TN0448
 TN0448  VERT ORDER  -  FIRST     CLASS II
 TN0448
 TN0448.The horizontal coordinates were scaled from a topographic map and have
 TN0448.an estimated accuracy of +/- 6 seconds.
 TN0448
 TN0448.The orthometric height was determined by differential leveling
 TN0448.and adjusted by the National Geodetic Survey in June 1991..
 TN0448
 TN0448.The geoid height was determined by GEOID03.
 TN0448
 TN0448.The dynamic height is computed by dividing the NAVD 88
 TN0448.geopotential number by the normal gravity value computed on the
 TN0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0448.degrees latitude (g = 980.6199 gals.).
 TN0448
 TN0448.The modeled gravity was interpolated from observed gravity values.
 TN0448
 TN0448;                    North         East    Units  Estimated Accuracy
 TN0448;SPC MT       -   439,220.      246,920.      MT  (+/- 180 meters Scaled)
 TN0448
 TN0448                          SUPERSEDED SURVEY CONTROL
 TN0448
 TN0448.No superseded survey control is available for this station.
 TN0448
 TN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP049317(NAD 83)
 TN0448_MARKER: DB = BENCH MARK DISK
 TN0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0448_SP_SET: STAINLESS STEEL ROD
 TN0448_STAMPING: G 442 1979
 TN0448_PROJECTION: FLUSH
 TN0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0448_ROD/PIPE-DEPTH: 7.62 meters
 TN0448
 TN0448  HISTORY     - Date     Condition        Report By
 TN0448  HISTORY     - 1979     MONUMENTED       NGS
 TN0448
 TN0448                          STATION DESCRIPTION
 TN0448
 TN0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0448'2.1 MI NW FROM SOMERS.
 TN0448'2.1 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 TN0448'SOMERS ROAD IN SOMERS, 0.2 MILE NORTHWEST OF A ROAD CROSSING AND ON
 TN0448'THE RAILROAD RIGHT OF WAY, 35.5 FEET NORTHEAST OF THE CENTERLINE OF
 TN0448'THE HIGHWAY, 30.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 2 FEET
 TN0448'SOUTHEAST OF A TELEGRAPH POLE NO. 159740.
 TN0448'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 TN0448'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0680 ***********************************************************************
 SU0680  DESIGNATION -  G 443
 SU0680  PID         -  SU0680
 SU0680  STATE/COUNTY-  MT/LAKE
 SU0680  USGS QUAD   -  ELMO (1964)
 SU0680
 SU0680                         *CURRENT SURVEY CONTROL
 SU0680  ___________________________________________________________________
 SU0680* NAD 83(1986)-  47 50 15.     (N)    114 17 12.     (W)     SCALED    
 SU0680* NAVD 88     -       893.314  (meters)    2930.81   (feet)  ADJUSTED  
 SU0680  ___________________________________________________________________
 SU0680  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 SU0680  DYNAMIC HT  -         893.304 (meters)    2930.78  (feet)  COMP
 SU0680  MODELED GRAV-     980,571.1   (mgal)                       NAVD 88
 SU0680
 SU0680  VERT ORDER  -  FIRST     CLASS II
 SU0680
 SU0680.The horizontal coordinates were scaled from a topographic map and have
 SU0680.an estimated accuracy of +/- 6 seconds.
 SU0680
 SU0680.The orthometric height was determined by differential leveling
 SU0680.and adjusted by the National Geodetic Survey in June 1991..
 SU0680
 SU0680.The geoid height was determined by GEOID03.
 SU0680
 SU0680.The dynamic height is computed by dividing the NAVD 88
 SU0680.geopotential number by the normal gravity value computed on the
 SU0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0680.degrees latitude (g = 980.6199 gals.).
 SU0680
 SU0680.The modeled gravity was interpolated from observed gravity values.
 SU0680
 SU0680;                    North         East    Units  Estimated Accuracy
 SU0680;SPC MT       -   409,580.      242,080.      MT  (+/- 180 meters Scaled)
 SU0680
 SU0680                          SUPERSEDED SURVEY CONTROL
 SU0680
 SU0680.No superseded survey control is available for this station.
 SU0680
 SU0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP030018(NAD 83)
 SU0680_MARKER: DB = BENCH MARK DISK
 SU0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0680_SP_SET: STAINLESS STEEL ROD
 SU0680_STAMPING: G 443 1979
 SU0680_PROJECTION: FLUSH
 SU0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0680_ROD/PIPE-DEPTH: 3.05 meters
 SU0680
 SU0680  HISTORY     - Date     Condition        Report By
 SU0680  HISTORY     - 1979     MONUMENTED       NGS
 SU0680
 SU0680                          STATION DESCRIPTION
 SU0680
 SU0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0680'2.3 MI SW FROM DAYTON.
 SU0680'2.35 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0680'DAYTON, SET ON THE SOUTHWEST END OF A CURVE AND ON THE OUTSIDE OF THE
 SU0680'CURVE, ALSO AT A SMALL POWERLINE CROSSING AND DRIVEWAY LEADING EAST,
 SU0680'3.0 MILES NORTHEAST OF ELMO, 40 FEET SOUTH OF THE CENTERLINE OF THE
 SU0680'HIGHWAY, 13 FEET SOUTHEAST OF A FENCE CORNER POST, 11 FEET SOUTHWEST
 SU0680'OF THE CENTERLINE OF A PRIVATE DRIVE LEADING SOUTHEAST AND 3 FEET
 SU0680'WEST OF THE POWERLINE JUNCTION POLE WITH 2 GUY WIRES. THE ROD WAS
 SU0680'DRIVEN TO REFUSAL.
 SU0680'THE MARK IS 2 FT  E FROM A WITNESS POST.
 SU0680'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0703 ***********************************************************************
 SU0703  DESIGNATION -  G 444
 SU0703  PID         -  SU0703
 SU0703  STATE/COUNTY-  MT/LAKE
 SU0703  USGS QUAD   -  EAST BAY (1964)
 SU0703
 SU0703                         *CURRENT SURVEY CONTROL
 SU0703  ___________________________________________________________________
 SU0703* NAD 83(1986)-  47 40 39.     (N)    114 06 35.     (W)     SCALED    
 SU0703* NAVD 88     -       946.046  (meters)    3103.82   (feet)  ADJUSTED  
 SU0703  ___________________________________________________________________
 SU0703  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SU0703  DYNAMIC HT  -         945.984 (meters)    3103.62  (feet)  COMP
 SU0703  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 SU0703
 SU0703  VERT ORDER  -  FIRST     CLASS II
 SU0703
 SU0703.The horizontal coordinates were scaled from a topographic map and have
 SU0703.an estimated accuracy of +/- 6 seconds.
 SU0703
 SU0703.The orthometric height was determined by differential leveling
 SU0703.and adjusted by the National Geodetic Survey in June 1991..
 SU0703
 SU0703.The geoid height was determined by GEOID03.
 SU0703
 SU0703.The dynamic height is computed by dividing the NAVD 88
 SU0703.geopotential number by the normal gravity value computed on the
 SU0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0703.degrees latitude (g = 980.6199 gals.).
 SU0703
 SU0703.The modeled gravity was interpolated from observed gravity values.
 SU0703
 SU0703;                    North         East    Units  Estimated Accuracy
 SU0703;SPC MT       -   391,030.      254,250.      MT  (+/- 180 meters Scaled)
 SU0703
 SU0703                          SUPERSEDED SURVEY CONTROL
 SU0703
 SU0703.No superseded survey control is available for this station.
 SU0703
 SU0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN169845(NAD 83)
 SU0703_MARKER: DB = BENCH MARK DISK
 SU0703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0703_SP_SET: STAINLESS STEEL ROD
 SU0703_STAMPING: G 444 1979
 SU0703_MARK LOGO: NGS   
 SU0703_PROJECTION: FLUSH
 SU0703_MAGNETIC: I = MARKER IS A STEEL ROD
 SU0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0703+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 SU0703_ROD/PIPE-DEPTH: 5.79 meters
 SU0703
 SU0703  HISTORY     - Date     Condition        Report By
 SU0703  HISTORY     - 1979     MONUMENTED       NGS
 SU0703  HISTORY     - 20020423 GOOD             NGS
 SU0703
 SU0703                          STATION DESCRIPTION
 SU0703
 SU0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0703'1.2 MI SOUTH FROM POLSON.
 SU0703'1.2 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH STATE
 SU0703'HIGHWAY 35 IN POLSON, SET ON THE NORTHEAST HIGHWAY RIGHT OF WAY AND AT
 SU0703'A PRIVATE ROAD LEADING EAST, 92 FEET NORTHEAST OF THE CENTERLINE OF
 SU0703'THE HIGHWAY, 59 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELLED
 SU0703'ROAD, 30 FEET NORTHWEST OF A TELEPHONE CABLE BOX NUMBER 189-194 AND
 SU0703'3 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.
 SU0703'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 SU0703'THE MARK IS 7 FT BELOW HIGHWAY CENTERLINE.
 SU0703
 SU0703                          STATION RECOVERY (2002)
 SU0703
 SU0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 SU0703'1.9 KM SOUTHERLY ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 SU0703'HIGHWAY 35 IN POLSON,
 SU0703'28.0 M NORTHEAST OF THE HIGHWAY CENTERLINE, 16.9 M NORTHWEST OF THE
 SU0703'CENTER OF GLORY
 SU0703'ROAD, 9.1 M NORTHWEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER
 SU0703'189-194, 1.2 M
 SU0703'SOUTHWEST OF A FENCE, 0.5 M NORTHWEST OF A WITNESS POST, AND 0.2 M
 SU0703'BELOW THE LEVEL OF
 SU0703'THE HIGHWAY.  NOTE--ACCESS TO THE DISK IS THROUGH A PVC SCREW CAP.
 SU0703'THE MARK IS ON THE
 SU0703'HIGHWAY RIGHT-OF-WAY.
 SU0703' 
 SU0703'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0734 ***********************************************************************
 SU0734  DESIGNATION -  G 445
 SU0734  PID         -  SU0734
 SU0734  STATE/COUNTY-  MT/LAKE
 SU0734  USGS QUAD   -  CHARLO (1965)
 SU0734
 SU0734                         *CURRENT SURVEY CONTROL
 SU0734  ___________________________________________________________________
 SU0734* NAD 83(1986)-  47 22 52.     (N)    114 14 31.     (W)     SCALED    
 SU0734* NAVD 88     -       817.133  (meters)    2680.88   (feet)  ADJUSTED  
 SU0734  ___________________________________________________________________
 SU0734  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 SU0734  DYNAMIC HT  -         817.086 (meters)    2680.72  (feet)  COMP
 SU0734  MODELED GRAV-     980,528.7   (mgal)                       NAVD 88
 SU0734
 SU0734  VERT ORDER  -  FIRST     CLASS II
 SU0734
 SU0734.The horizontal coordinates were scaled from a topographic map and have
 SU0734.an estimated accuracy of +/- 6 seconds.
 SU0734
 SU0734.The orthometric height was determined by differential leveling
 SU0734.and adjusted by the National Geodetic Survey in June 1991..
 SU0734
 SU0734.The geoid height was determined by GEOID03.
 SU0734
 SU0734.The dynamic height is computed by dividing the NAVD 88
 SU0734.geopotential number by the normal gravity value computed on the
 SU0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0734.degrees latitude (g = 980.6199 gals.).
 SU0734
 SU0734.The modeled gravity was interpolated from observed gravity values.
 SU0734
 SU0734;                    North         East    Units  Estimated Accuracy
 SU0734;SPC MT       -   358,750.      242,350.      MT  (+/- 180 meters Scaled)
 SU0734
 SU0734                          SUPERSEDED SURVEY CONTROL
 SU0734
 SU0734.No superseded survey control is available for this station.
 SU0734
 SU0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN081512(NAD 83)
 SU0734_MARKER: DB = BENCH MARK DISK
 SU0734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0734_SP_SET: STAINLESS STEEL ROD
 SU0734_STAMPING: G 445 1979
 SU0734_PROJECTION: FLUSH
 SU0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0734_ROD/PIPE-DEPTH: 7.62 meters
 SU0734
 SU0734  HISTORY     - Date     Condition        Report By
 SU0734  HISTORY     - 1979     MONUMENTED       NGS
 SU0734
 SU0734                          STATION DESCRIPTION
 SU0734
 SU0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0734'6.6 MI SW FROM CHARLO.
 SU0734'6.65 MILES SOUTHWEST ALONG STATE ROUTE 212 FROM THE POST OFFICE IN
 SU0734'CHARLO.  SET AT A LARGE POWER LINE CROSSING THE ROAD.  79 FEET
 SU0734'SOUTHWEST OF THE POWER LINE CROSSING, 59.5 FEET SOUTHEAST OF THE
 SU0734'CENTERLINE OF THE STATE ROUTE, 59.5 FEET SOUTHWEST OF THE SOUTHWEST
 SU0734'END OF A WIRE GATE, 1 FOOT NORTHWEST OF A FENCE.
 SU0734'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 SU0734'THE MARK IS 3 FT ABOVE THE STATE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0764 ***********************************************************************
 SU0764  DESIGNATION -  G 446
 SU0764  PID         -  SU0764
 SU0764  STATE/COUNTY-  MT/MISSOULA
 SU0764  USGS QUAD   -  EVARO (1984)
 SU0764
 SU0764                         *CURRENT SURVEY CONTROL
 SU0764  ___________________________________________________________________
 SU0764* NAD 83(1986)-  47 02 44.     (N)    114 04 53.     (W)     SCALED    
 SU0764* NAVD 88     -      1208.292  (meters)    3964.20   (feet)  ADJUSTED  
 SU0764  ___________________________________________________________________
 SU0764  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 SU0764  DYNAMIC HT  -        1208.105 (meters)    3963.59  (feet)  COMP
 SU0764  MODELED GRAV-     980,416.6   (mgal)                       NAVD 88
 SU0764
 SU0764  VERT ORDER  -  FIRST     CLASS II
 SU0764
 SU0764.The horizontal coordinates were scaled from a topographic map and have
 SU0764.an estimated accuracy of +/- 6 seconds.
 SU0764
 SU0764.The orthometric height was determined by differential leveling
 SU0764.and adjusted by the National Geodetic Survey in June 1991..
 SU0764
 SU0764.The geoid height was determined by GEOID03.
 SU0764
 SU0764.The dynamic height is computed by dividing the NAVD 88
 SU0764.geopotential number by the normal gravity value computed on the
 SU0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0764.degrees latitude (g = 980.6199 gals.).
 SU0764
 SU0764.The modeled gravity was interpolated from observed gravity values.
 SU0764
 SU0764;                    North         East    Units  Estimated Accuracy
 SU0764;SPC MT       -   320,810.      252,260.      MT  (+/- 180 meters Scaled)
 SU0764
 SU0764                          SUPERSEDED SURVEY CONTROL
 SU0764
 SU0764.No superseded survey control is available for this station.
 SU0764
 SU0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN216143(NAD 83)
 SU0764_MARKER: DB = BENCH MARK DISK
 SU0764_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0764_SP_SET: STAINLESS STEEL ROD
 SU0764_STAMPING: G 446 1979
 SU0764_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0764_ROD/PIPE-DEPTH: 2.44 meters
 SU0764
 SU0764  HISTORY     - Date     Condition        Report By
 SU0764  HISTORY     - 1979     MONUMENTED       NGS
 SU0764
 SU0764                          STATION DESCRIPTION
 SU0764
 SU0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0764'9.9 MI SOUTH FROM ARLEE.
 SU0764'9.95 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN ARLEE,
 SU0764'0.25 MILE SOUTH OF MILE POST 8,
 SU0764'SET ON A FENCE LINE BETWEEN A LONE PINE TREE AND A GROUP
 SU0764'OF THREE PINE TREES, DIRECTLY ACROSS THE HIGHWAY FROM A GROUP OF
 SU0764'ABANDONED CABINS, 105 FEET NORTHWEST OF A CONCRETE CULVERT UNDER THE
 SU0764'HIGHWAY, 82 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET SOUTH
 SU0764'OF A 24-INCH PINE TREE, 11 FEET NORTH OF THE 24-INCH CENTER PINE TREE
 SU0764'IN THE GROUP OF THREE AND 1 FOOT EAST OF THE FENCE.  THE MARK IS
 SU0764'ENCASED IN A 5-INCH PLASTIC PIPE WITH NO COVER.
 SU0764'THE MARK IS 2 FT  S FROM A WITNESS POST.
 SU0764'THE MARK IS 3 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0715 ***********************************************************************
 RX0715  DESIGNATION -  G 447
 RX0715  PID         -  RX0715
 RX0715  STATE/COUNTY-  MT/MISSOULA
 RX0715  USGS QUAD   -  IRIS POINT (1989)
 RX0715
 RX0715                         *CURRENT SURVEY CONTROL
 RX0715  ___________________________________________________________________
 RX0715* NAD 83(1986)-  46 43 36.     (N)    113 41 11.     (W)     SCALED    
 RX0715* NAVD 88     -      1074.351  (meters)    3524.77   (feet)  ADJUSTED  
 RX0715  ___________________________________________________________________
 RX0715  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 RX0715  DYNAMIC HT  -        1074.135 (meters)    3524.06  (feet)  COMP
 RX0715  MODELED GRAV-     980,377.2   (mgal)                       NAVD 88
 RX0715
 RX0715  VERT ORDER  -  FIRST     CLASS II
 RX0715
 RX0715.The horizontal coordinates were scaled from a topographic map and have
 RX0715.an estimated accuracy of +/- 6 seconds.
 RX0715
 RX0715.The orthometric height was determined by differential leveling
 RX0715.and adjusted by the National Geodetic Survey in June 1991..
 RX0715
 RX0715.The geoid height was determined by GEOID03.
 RX0715
 RX0715.The dynamic height is computed by dividing the NAVD 88
 RX0715.geopotential number by the normal gravity value computed on the
 RX0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0715.degrees latitude (g = 980.6199 gals.).
 RX0715
 RX0715.The modeled gravity was interpolated from observed gravity values.
 RX0715
 RX0715;                    North         East    Units  Estimated Accuracy
 RX0715;SPC MT       -   283,760.      280,320.      MT  (+/- 180 meters Scaled)
 RX0715
 RX0715                          SUPERSEDED SURVEY CONTROL
 RX0715
 RX0715.No superseded survey control is available for this station.
 RX0715
 RX0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS947782(NAD 83)
 RX0715_MARKER: DB = BENCH MARK DISK
 RX0715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0715_SP_SET: STAINLESS STEEL ROD
 RX0715_STAMPING: G 447 1979
 RX0715_PROJECTION: FLUSH
 RX0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0715_ROD/PIPE-DEPTH: 2.74 meters
 RX0715
 RX0715  HISTORY     - Date     Condition        Report By
 RX0715  HISTORY     - 1979     MONUMENTED       NGS
 RX0715
 RX0715                          STATION DESCRIPTION
 RX0715
 RX0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0715'4.0 MI SE FROM CLINTON.
 RX0715'4.05 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM THE INTERCHANGE
 RX0715'AT CLINTON, ON THE OUTSIDE OF A CURVE, 95
 RX0715'FEET EAST OF TELEGRAPH POLE NO. 37G WITH GUY WIRE, 58.5 FEET SOUTH
 RX0715'OF THE CENTERLINE OF THE EASTBOUND LANES, 49 FEET NORTH OF THE NORTH
 RX0715'RAIL, 40.5 FEET WEST OF A TELEGRAPH POLE, 30.5 FEET SOUTH OF
 RX0715'HIGHWAY MILE POST 125 AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 RX0715'THE ROD WAS DRIVEN TO REFUSAL.
 RX0715'THE MARK IS 2 FT  E FROM A WITNESS POST.
 RX0715'THE MARK IS 10 FT BELOW HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0750 ***********************************************************************
 RX0750  DESIGNATION -  G 448
 RX0750  PID         -  RX0750
 RX0750  STATE/COUNTY-  MT/POWELL
 RX0750  USGS QUAD   -  GARRISON (1989)
 RX0750
 RX0750                         *CURRENT SURVEY CONTROL
 RX0750  ___________________________________________________________________
 RX0750* NAD 83(1986)-  46 32 36.     (N)    112 50 57.     (W)     SCALED    
 RX0750* NAVD 88     -      1309.538  (meters)    4296.38   (feet)  ADJUSTED  
 RX0750  ___________________________________________________________________
 RX0750  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RX0750  DYNAMIC HT  -        1309.226 (meters)    4295.35  (feet)  COMP
 RX0750  MODELED GRAV-     980,330.9   (mgal)                       NAVD 88
 RX0750
 RX0750  VERT ORDER  -  FIRST     CLASS II
 RX0750
 RX0750.The horizontal coordinates were scaled from a topographic map and have
 RX0750.an estimated accuracy of +/- 6 seconds.
 RX0750
 RX0750.The orthometric height was determined by differential leveling
 RX0750.and adjusted by the National Geodetic Survey in June 1991..
 RX0750
 RX0750.The geoid height was determined by GEOID03.
 RX0750
 RX0750.The dynamic height is computed by dividing the NAVD 88
 RX0750.geopotential number by the normal gravity value computed on the
 RX0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0750.degrees latitude (g = 980.6199 gals.).
 RX0750
 RX0750.The modeled gravity was interpolated from observed gravity values.
 RX0750
 RX0750;                    North         East    Units  Estimated Accuracy
 RX0750;SPC MT       -   260,330.      343,340.      MT  (+/- 180 meters Scaled)
 RX0750
 RX0750                          SUPERSEDED SURVEY CONTROL
 RX0750
 RX0750.No superseded survey control is available for this station.
 RX0750
 RX0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS582560(NAD 83)
 RX0750_MARKER: DB = BENCH MARK DISK
 RX0750_SETTING: 66 = SET IN ROCK OUTCROP
 RX0750_SP_SET: ROCK OUTCROP
 RX0750_STAMPING: G 448 1979
 RX0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0750+STABILITY: POSITION/ELEVATION WELL
 RX0750
 RX0750  HISTORY     - Date     Condition        Report By
 RX0750  HISTORY     - 1979     MONUMENTED       NGS
 RX0750
 RX0750                          STATION DESCRIPTION
 RX0750
 RX0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0750'3.3 MI NW FROM GARRISON.
 RX0750'3.3 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0750'HIGHWAY 12 IN GARRISON, 0.35 MILE NORTHWEST OF HIGHWAY MILE POST
 RX0750'172, 0.15 MILE NORTHWEST OF AN OVERPASS BRIDGE, SET IN THE TOP  OF
 RX0750'A ROCK OUTCROP ON THE NORTHEAST SIDE OF THE HIGHWAY, 21 FEET NORTHEAST
 RX0750'OF THE CENTERLINE OF A FRONTAGE ROAD (OLD HIGHWAY), 7 FEET NORTHWEST
 RX0750'OF A CONCRETE RIGHT-OF-WAY MARKER.
 RX0750'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 RX0750'THE MARK IS 3 FT ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0782 ***********************************************************************
 RX0782  DESIGNATION -  G 449
 RX0782  PID         -  RX0782
 RX0782  STATE/COUNTY-  MT/SILVER BOW
 RX0782  USGS QUAD   -  RAMSAY (1996)
 RX0782
 RX0782                         *CURRENT SURVEY CONTROL
 RX0782  ___________________________________________________________________
 RX0782* NAD 83(1986)-  46 00 26.     (N)    112 38 49.     (W)     SCALED    
 RX0782* NAVD 88     -      1652.563  (meters)    5421.78   (feet)  ADJUSTED  
 RX0782  ___________________________________________________________________
 RX0782  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 RX0782  DYNAMIC HT  -        1651.922 (meters)    5419.68  (feet)  COMP
 RX0782  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 RX0782
 RX0782  VERT ORDER  -  FIRST     CLASS II
 RX0782
 RX0782.The horizontal coordinates were scaled from a topographic map and have
 RX0782.an estimated accuracy of +/- 6 seconds.
 RX0782
 RX0782.The orthometric height was determined by differential leveling
 RX0782.and adjusted by the National Geodetic Survey in June 1991..
 RX0782
 RX0782.The geoid height was determined by GEOID03.
 RX0782
 RX0782.The dynamic height is computed by dividing the NAVD 88
 RX0782.geopotential number by the normal gravity value computed on the
 RX0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0782.degrees latitude (g = 980.6199 gals.).
 RX0782
 RX0782.The modeled gravity was interpolated from observed gravity values.
 RX0782
 RX0782;                    North         East    Units  Estimated Accuracy
 RX0782;SPC MT       -   200,170.      356,440.      MT  (+/- 180 meters Scaled)
 RX0782
 RX0782                          SUPERSEDED SURVEY CONTROL
 RX0782
 RX0782.No superseded survey control is available for this station.
 RX0782
 RX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR724961(NAD 83)
 RX0782_MARKER: DB = BENCH MARK DISK
 RX0782_SETTING: 66 = SET IN ROCK OUTCROP
 RX0782_SP_SET: ROCK OUTCROP
 RX0782_STAMPING: G 449 1979
 RX0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0782+STABILITY: POSITION/ELEVATION WELL
 RX0782
 RX0782  HISTORY     - Date     Condition        Report By
 RX0782  HISTORY     - 1979     MONUMENTED       NGS
 RX0782
 RX0782                          STATION DESCRIPTION
 RX0782
 RX0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0782'0.4 MI WEST FROM SILVER BOW.
 RX0782'0.45 MILE WEST ALONG INTERSTATE 90 FROM THE JUNCTION OF INTERSTATE 15
 RX0782'NEAR SILVER BOW, SET IN TOP OF A ROCK OUTCROP IN THE MEDIAN STRIP OF
 RX0782'THE HIGHWAY, 50 FEET WEST OF A POWER LINE CROSSING THE
 RX0782'HIGHWAY, 34 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND
 RX0782'LANES AND 42 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES.
 RX0782'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RX0782'THE MARK IS 3 FT BELOW EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0292 ***********************************************************************
 PZ0292  DESIGNATION -  G 45
 PZ0292  PID         -  PZ0292
 PZ0292  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0292  USGS QUAD   -  GARFIELD CANYON (1965)
 PZ0292
 PZ0292                         *CURRENT SURVEY CONTROL
 PZ0292  ___________________________________________________________________
 PZ0292* NAD 83(1986)-  44 59 24.     (N)    112 58 48.     (W)     SCALED    
 PZ0292* NAVD 88     -      1733.806  (meters)    5688.33   (feet)  ADJUSTED  
 PZ0292  ___________________________________________________________________
 PZ0292  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 PZ0292  DYNAMIC HT  -        1732.971 (meters)    5685.59  (feet)  COMP
 PZ0292  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 PZ0292
 PZ0292  VERT ORDER  -  FIRST     CLASS II
 PZ0292
 PZ0292.The horizontal coordinates were scaled from a topographic map and have
 PZ0292.an estimated accuracy of +/- 6 seconds.
 PZ0292
 PZ0292.The orthometric height was determined by differential leveling
 PZ0292.and adjusted by the National Geodetic Survey in June 1991..
 PZ0292
 PZ0292.The geoid height was determined by GEOID03.
 PZ0292
 PZ0292.The dynamic height is computed by dividing the NAVD 88
 PZ0292.geopotential number by the normal gravity value computed on the
 PZ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0292.degrees latitude (g = 980.6199 gals.).
 PZ0292
 PZ0292.The modeled gravity was interpolated from observed gravity values.
 PZ0292
 PZ0292;                    North         East    Units  Estimated Accuracy
 PZ0292;SPC MT       -    88,350.      325,650.      MT  (+/- 180 meters Scaled)
 PZ0292
 PZ0292                          SUPERSEDED SURVEY CONTROL
 PZ0292
 PZ0292  NGVD 29 (??/??/92) 1732.516  (m)         5684.10   (f) ADJ UNCH    1 2
 PZ0292
 PZ0292.Superseded values are not recommended for survey control.
 PZ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0292.See file dsdata.txt to determine how the superseded data were derived.
 PZ0292
 PZ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ439837(NAD 83)
 PZ0292_MARKER: DB = BENCH MARK DISK
 PZ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0292_STAMPING: 5684.099 G 45 1933
 PZ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0292+STABILITY: SURFACE MOTION
 PZ0292
 PZ0292  HISTORY     - Date     Condition        Report By
 PZ0292  HISTORY     - 1933     MONUMENTED       CGS
 PZ0292  HISTORY     - 1935     GOOD             NGS
 PZ0292  HISTORY     - 1965     GOOD             USGS
 PZ0292
 PZ0292                          STATION DESCRIPTION
 PZ0292
 PZ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PZ0292'5.6 MI W FROM ARMSTEAD.
 PZ0292'5.6 MILES WEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH RAILROAD
 PZ0292'FROM ARMSTEAD, BEAVERHEAD COUNTY, AT MEDICINE LODGE SIDING, 75 FEET
 PZ0292'NORTHEAST OF A FARM ROAD CROSSING, AND 60 FEET NORTH OF THE CENTERLINE
 PZ0292'OF THE TRACK.  A STANDARD DISK, STAMPED 5684.099 G 45 1933 AND SET IN
 PZ0292'THE TOP OF A CONCRETE POST.
 PZ0292
 PZ0292                          STATION RECOVERY (1965)
 PZ0292
 PZ0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PZ0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0030 ***********************************************************************
 RX0030  DESIGNATION -  G 451
 RX0030  PID         -  RX0030
 RX0030  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0030  USGS QUAD   -  HELENA (1985)
 RX0030
 RX0030                         *CURRENT SURVEY CONTROL
 RX0030  ___________________________________________________________________
 RX0030* NAD 83(1986)-  46 36 34.     (N)    112 03 17.     (W)     SCALED    
 RX0030* NAVD 88     -      1197.519  (meters)    3928.86   (feet)  ADJUSTED  
 RX0030  ___________________________________________________________________
 RX0030  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0030  DYNAMIC HT  -        1197.278 (meters)    3928.07  (feet)  COMP
 RX0030  MODELED GRAV-     980,372.3   (mgal)                       NAVD 88
 RX0030
 RX0030  VERT ORDER  -  FIRST     CLASS II
 RX0030
 RX0030.The horizontal coordinates were scaled from a topographic map and have
 RX0030.an estimated accuracy of +/- 6 seconds.
 RX0030
 RX0030.The orthometric height was determined by differential leveling
 RX0030.and adjusted by the National Geodetic Survey in June 1991..
 RX0030
 RX0030.The geoid height was determined by GEOID03.
 RX0030
 RX0030.The dynamic height is computed by dividing the NAVD 88
 RX0030.geopotential number by the normal gravity value computed on the
 RX0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0030.degrees latitude (g = 980.6199 gals.).
 RX0030
 RX0030.The modeled gravity was interpolated from observed gravity values.
 RX0030
 RX0030;                    North         East    Units  Estimated Accuracy
 RX0030;SPC MT       -   265,380.      404,440.      MT  (+/- 180 meters Scaled)
 RX0030
 RX0030                          SUPERSEDED SURVEY CONTROL
 RX0030
 RX0030  NGVD 29 (??/??/92) 1196.544  (m)         3925.66   (f) ADJ UNCH    1 2
 RX0030
 RX0030.Superseded values are not recommended for survey control.
 RX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0030.See file dsdata.txt to determine how the superseded data were derived.
 RX0030
 RX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS192623(NAD 83)
 RX0030_MARKER: DB = BENCH MARK DISK
 RX0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0030_STAMPING: G 451 1936
 RX0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0030+STABILITY: SURFACE MOTION
 RX0030
 RX0030  HISTORY     - Date     Condition        Report By
 RX0030  HISTORY     - 1936     MONUMENTED       CGS
 RX0030  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0030
 RX0030                          STATION DESCRIPTION
 RX0030
 RX0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0030'1.2 MI NW FROM HELENA.
 RX0030'1.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM CARROL
 RX0030'COLLEGE AT HELENA, LEWIS AND CLARK COUNTY, 550 YARDS SOUTHEAST OF
 RX0030'MILEPOST 212, 16 RAILS SOUTHEAST OF THE NORTHERN PACIFIC RAILWAY
 RX0030'SPUR-TRACK CROSSING, 14 RAILS NORTHWEST OF HIGHWAY UNDERPASS 69.1, 46
 RX0030'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 5 FEET NORTHEAST OF
 RX0030'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 451 1936 AND SET
 RX0030'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0046 ***********************************************************************
 RX0046  DESIGNATION -  G 452
 RX0046  PID         -  RX0046
 RX0046  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0046  USGS QUAD   -  SILVER CITY (1976)
 RX0046
 RX0046                         *CURRENT SURVEY CONTROL
 RX0046  ___________________________________________________________________
 RX0046* NAD 83(1986)-  46 46 01.     (N)    112 10 53.     (W)     SCALED    
 RX0046* NAVD 88     -      1313.643  (meters)    4309.84   (feet)  ADJUSTED  
 RX0046  ___________________________________________________________________
 RX0046  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0046  DYNAMIC HT  -        1313.350 (meters)    4308.88  (feet)  COMP
 RX0046  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 RX0046
 RX0046  VERT ORDER  -  FIRST     CLASS II
 RX0046
 RX0046.The horizontal coordinates were scaled from a topographic map and have
 RX0046.an estimated accuracy of +/- 6 seconds.
 RX0046
 RX0046.The orthometric height was determined by differential leveling
 RX0046.and adjusted by the National Geodetic Survey in June 1991..
 RX0046.WARNING-Repeat measurements at this control monument indicate possible
 RX0046.vertical movement.
 RX0046
 RX0046.The geoid height was determined by GEOID03.
 RX0046
 RX0046.The dynamic height is computed by dividing the NAVD 88
 RX0046.geopotential number by the normal gravity value computed on the
 RX0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0046.degrees latitude (g = 980.6199 gals.).
 RX0046
 RX0046.The modeled gravity was interpolated from observed gravity values.
 RX0046
 RX0046;                    North         East    Units  Estimated Accuracy
 RX0046;SPC MT       -   283,190.      395,340.      MT  (+/- 180 meters Scaled)
 RX0046
 RX0046                          SUPERSEDED SURVEY CONTROL
 RX0046
 RX0046  NGVD 29 (??/??/92) 1312.575  (m)         4306.34   (f) ADJ UNCH    1 2
 RX0046
 RX0046.Superseded values are not recommended for survey control.
 RX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0046.See file dsdata.txt to determine how the superseded data were derived.
 RX0046
 RX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS097799(NAD 83)
 RX0046_MARKER: DB = BENCH MARK DISK
 RX0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0046_STAMPING: G 452 1936
 RX0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0046+STABILITY: SURFACE MOTION
 RX0046
 RX0046  HISTORY     - Date     Condition        Report By
 RX0046  HISTORY     - 1936     MONUMENTED       CGS
 RX0046  HISTORY     - 1962     GOOD             NGS
 RX0046  HISTORY     - 1979     GOOD             NGS
 RX0046
 RX0046                          STATION DESCRIPTION
 RX0046
 RX0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0046'16.45 MI NW FROM HELENA.
 RX0046'16.45 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0046'CROSSING OF BENTON AVENUE AT HELENA, 1.0 MILE NORTH OF THE STATION
 RX0046'SIGN AT SILVER CITY, 63 FEET EAST-NORTHEAST AND ACROSS THE TRACK FROM
 RX0046'MILEPOST 196, 46.7 FEET EAST-NORTHEAST OF THE NEAR RAIL, 22.5 FEET
 RX0046'WEST-SOUTHWEST OF THE CENTER LINE OF A COUNTY ROAD, 1.0 FOOT
 RX0046'WEST-SOUTHWEST OF A FENCE, 1.5 FEET EAST-NORTHEAST OF A WITNESS POST,
 RX0046'ABOUT 2 1/2 FEET LOWER THAN THE TRACK, ABOUT LEVEL WITH THE ROAD, AND
 RX0046'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 RX0046'GROUND.
 RX0046
 RX0046                          STATION RECOVERY (1979)
 RX0046
 RX0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0246 ***********************************************************************
 RW0246  DESIGNATION -  G 453
 RW0246  PID         -  RW0246
 RW0246  STATE/COUNTY-  MT/BROADWATER
 RW0246  USGS QUAD   -  TOWNSEND NE (1986)
 RW0246
 RW0246                         *CURRENT SURVEY CONTROL
 RW0246  ___________________________________________________________________
 RW0246* NAD 83(1986)-  46 29 35.     (N)    111 32 21.     (W)     SCALED    
 RW0246* NAVD 88     -      1140.898  (meters)    3743.10   (feet)  ADJUSTED  
 RW0246  ___________________________________________________________________
 RW0246  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 RW0246  DYNAMIC HT  -        1140.622 (meters)    3742.19  (feet)  COMP
 RW0246  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 RW0246
 RW0246  VERT ORDER  -  FIRST     CLASS II
 RW0246
 RW0246.The horizontal coordinates were scaled from a topographic map and have
 RW0246.an estimated accuracy of +/- 6 seconds.
 RW0246
 RW0246.The orthometric height was determined by differential leveling
 RW0246.and adjusted by the National Geodetic Survey in June 1991..
 RW0246
 RW0246.The geoid height was determined by GEOID03.
 RW0246
 RW0246.The dynamic height is computed by dividing the NAVD 88
 RW0246.geopotential number by the normal gravity value computed on the
 RW0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0246.degrees latitude (g = 980.6199 gals.).
 RW0246
 RW0246.The modeled gravity was interpolated from observed gravity values.
 RW0246
 RW0246;                    North         East    Units  Estimated Accuracy
 RW0246;SPC MT       -   251,290.      443,560.      MT  (+/- 180 meters Scaled)
 RW0246
 RW0246                          SUPERSEDED SURVEY CONTROL
 RW0246
 RW0246  NGVD 29 (??/??/92) 1139.878  (m)         3739.75   (f) ADJ UNCH    1 2
 RW0246
 RW0246.Superseded values are not recommended for survey control.
 RW0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0246.See file dsdata.txt to determine how the superseded data were derived.
 RW0246
 RW0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS586489(NAD 83)
 RW0246_MARKER: DB = BENCH MARK DISK
 RW0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0246_STAMPING: G 453 1936
 RW0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0246+STABILITY: SURFACE MOTION
 RW0246
 RW0246  HISTORY     - Date     Condition        Report By
 RW0246  HISTORY     - 1936     MONUMENTED       CGS
 RW0246
 RW0246                          STATION DESCRIPTION
 RW0246
 RW0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0246'4.5 MI SW FROM JOHNSON.
 RW0246'4.5 MILES SOUTHWEST ALONG THE WINSTON ROAD FROM JOHNSON, BROADWATER
 RW0246'COUNTY, 0.8 MILE EAST FROM THE BRIDGE OVER MISSOURI RIVER, 37 YARDS
 RW0246'EAST OF THE MRS. ADA BRUCE RANCHHOUSE ENTRANCE GATE, 24 FEET SOUTH OF
 RW0246'THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH OF THE GARDEN FENCE.  A
 RW0246'STANDARD DISK, STAMPED G 453 1936 AND SET IN THE TOP OF A CONCRETE
 RW0246'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0172 ***********************************************************************
 RX0172  DESIGNATION -  G 454
 RX0172  PID         -  RX0172
 RX0172  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0172  USGS QUAD   -  HELENA (1985)
 RX0172
 RX0172                         *CURRENT SURVEY CONTROL
 RX0172  ___________________________________________________________________
 RX0172* NAD 83(1986)-  46 34 39.     (N)    112 01 08.     (W)     SCALED    
 RX0172* NAVD 88     -      1326.752  (meters)    4352.85   (feet)  ADJUSTED  
 RX0172  ___________________________________________________________________
 RX0172  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0172  DYNAMIC HT  -        1326.447 (meters)    4351.85  (feet)  COMP
 RX0172  MODELED GRAV-     980,338.1   (mgal)                       NAVD 88
 RX0172
 RX0172  VERT ORDER  -  FIRST     CLASS II
 RX0172
 RX0172.The horizontal coordinates were scaled from a topographic map and have
 RX0172.an estimated accuracy of +/- 6 seconds.
 RX0172
 RX0172.The orthometric height was determined by differential leveling
 RX0172.and adjusted by the National Geodetic Survey in June 1991..
 RX0172
 RX0172.The geoid height was determined by GEOID03.
 RX0172
 RX0172.The dynamic height is computed by dividing the NAVD 88
 RX0172.geopotential number by the normal gravity value computed on the
 RX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0172.degrees latitude (g = 980.6199 gals.).
 RX0172
 RX0172.The modeled gravity was interpolated from observed gravity values.
 RX0172
 RX0172;                    North         East    Units  Estimated Accuracy
 RX0172;SPC MT       -   261,740.      407,060.      MT  (+/- 180 meters Scaled)
 RX0172
 RX0172                          SUPERSEDED SURVEY CONTROL
 RX0172
 RX0172  NGVD 29 (??/??/92) 1325.704  (m)         4349.41   (f) ADJ UNCH    1 2
 RX0172
 RX0172.Superseded values are not recommended for survey control.
 RX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0172.See file dsdata.txt to determine how the superseded data were derived.
 RX0172
 RX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219587(NAD 83)
 RX0172_MARKER: DB = BENCH MARK DISK
 RX0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0172_STAMPING: G 454 1936
 RX0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0172+STABILITY: SURFACE MOTION
 RX0172
 RX0172  HISTORY     - Date     Condition        Report By
 RX0172  HISTORY     - 1936     MONUMENTED       CGS
 RX0172  HISTORY     - 1962     GOOD             NGS
 RX0172
 RX0172                          STATION DESCRIPTION
 RX0172
 RX0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0172'0.65 MI S FROM HELENA.
 RX0172'0.3 MILE SOUTH ALONG MONTANA AVENUE FROM THE STATE CAPITOL AT HELENA,
 RX0172'THENCE 0.35 MILE EAST ALONG A BLADED ROAD, 165 FEET EAST OF THE
 RX0172'JUNCTION OF A DRIVEWAY NORTH TO AN OLD WOODEN FRAME HOUSE AND TRACK
 RX0172'ROAD SOUTH UPHILL, 34 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RX0172'1.9 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 RX0172'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 RX0172'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9695 ***********************************************************************
 AA9695  DESIGNATION -  G 455 RESET
 AA9695  PID         -  AA9695
 AA9695  STATE/COUNTY-  MT/LEWIS AND CLARK
 AA9695  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 AA9695
 AA9695                         *CURRENT SURVEY CONTROL
 AA9695  ___________________________________________________________________
 AA9695* NAD 83(1986)-  46 37 52.     (N)    112 01 16.     (W)     SCALED    
 AA9695* NAVD 88     -      1153.60   (meters)    3784.8    (feet)  RESET     
 AA9695  ___________________________________________________________________
 AA9695  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 AA9695
 AA9695  VERT ORDER  -  THIRD
 AA9695
 AA9695.The horizontal coordinates were scaled from a topographic map and have
 AA9695.an estimated accuracy of +/- 6 seconds.
 AA9695
 AA9695.The orthometric height was computed from unverified reset data.
 AA9695
 AA9695.The geoid height was determined by GEOID03.
 AA9695
 AA9695;                    North         East    Units  Estimated Accuracy
 AA9695;SPC MT       -   267,700.      407,090.      MT  (+/- 180 meters Scaled)
 AA9695
 AA9695                          SUPERSEDED SURVEY CONTROL
 AA9695
 AA9695.No superseded survey control is available for this station.
 AA9695
 AA9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218646(NAD 83)
 AA9695_MARKER: DV = VERTICAL CONTROL DISK
 AA9695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9695_STAMPING: G 455 RESET 1995
 AA9695_MARK LOGO: NGS   
 AA9695_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9695+STABILITY: SURFACE MOTION
 AA9695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9695+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9695
 AA9695  HISTORY     - Date     Condition        Report By
 AA9695  HISTORY     - 1995     MONUMENTED       MTDOT
 AA9695
 AA9695                          STATION DESCRIPTION
 AA9695
 AA9695'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 AA9695'2.1 MI (3.4 KM) NORTH ALONG MONTANA AVENUE FROM THE RAILROAD TRACKS IN
 AA9695'HELENA, AT A DIRT STREET EAST, 110.6 FT (33.7 M) SOUTH OF A PRIVATE
 AA9695'LANE, 57.7 FT (17.6 M) EAST OF THE EAST EDGE OF THE AVENUE, 40.4 FT
 AA9695'(12.3 M) SOUTHEAST OF THE 4000 BLOCK SIGN AND 6.6 FT (2.0 M) WEST OF A
 AA9695'DOT WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0098 ***********************************************************************
 RX0098  DESIGNATION -  G 456
 RX0098  PID         -  RX0098
 RX0098  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0098  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0098
 RX0098                         *CURRENT SURVEY CONTROL
 RX0098  ___________________________________________________________________
 RX0098* NAD 83(1986)-  46 41 53.     (N)    112 01 17.     (W)     SCALED    
 RX0098* NAVD 88     -      1141.889  (meters)    3746.35   (feet)  ADJUSTED  
 RX0098  ___________________________________________________________________
 RX0098  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 RX0098  DYNAMIC HT  -        1141.662 (meters)    3745.60  (feet)  COMP
 RX0098  MODELED GRAV-     980,376.8   (mgal)                       NAVD 88
 RX0098
 RX0098  VERT ORDER  -  FIRST     CLASS II
 RX0098
 RX0098.The horizontal coordinates were scaled from a topographic map and have
 RX0098.an estimated accuracy of +/- 6 seconds.
 RX0098
 RX0098.The orthometric height was determined by differential leveling
 RX0098.and adjusted by the National Geodetic Survey in June 1991..
 RX0098
 RX0098.The geoid height was determined by GEOID03.
 RX0098
 RX0098.The dynamic height is computed by dividing the NAVD 88
 RX0098.geopotential number by the normal gravity value computed on the
 RX0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0098.degrees latitude (g = 980.6199 gals.).
 RX0098
 RX0098.The modeled gravity was interpolated from observed gravity values.
 RX0098
 RX0098;                    North         East    Units  Estimated Accuracy
 RX0098;SPC MT       -   275,130.      407,300.      MT  (+/- 180 meters Scaled)
 RX0098
 RX0098                          SUPERSEDED SURVEY CONTROL
 RX0098
 RX0098  NGVD 29 (??/??/92) 1140.868  (m)         3743.00   (f) ADJ UNCH    1 2
 RX0098
 RX0098.Superseded values are not recommended for survey control.
 RX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0098.See file dsdata.txt to determine how the superseded data were derived.
 RX0098
 RX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219721(NAD 83)
 RX0098_MARKER: DB = BENCH MARK DISK
 RX0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0098_STAMPING: G 456 1936
 RX0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0098+STABILITY: SURFACE MOTION
 RX0098
 RX0098  HISTORY     - Date     Condition        Report By
 RX0098  HISTORY     - 1936     MONUMENTED       CGS
 RX0098  HISTORY     - 1962     GOOD             NGS
 RX0098
 RX0098                          STATION DESCRIPTION
 RX0098
 RX0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0098'6.8 MI N FROM HELENA.
 RX0098'6.8 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0098'PACIFIC RAILROAD AT HELENA, 0.1 MILE SOUTH OF A DRIVEWAY WEST TO A
 RX0098'HOUSE, 72 FEET WEST OF THE CENTER LINE OF THE AVENUE, 31 FEET NORTH OF
 RX0098'A POLE, 0.1 FOOT EAST OF A FENCE, ABOUT LEVEL WITH THE AVENUE AND IN
 RX0098'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0095 ***********************************************************************
 RX0095  DESIGNATION -  G 457
 RX0095  PID         -  RX0095
 RX0095  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0095  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0095
 RX0095                         *CURRENT SURVEY CONTROL
 RX0095  ___________________________________________________________________
 RX0095* NAD 83(1986)-  46 44 58.     (N)    112 01 16.     (W)     SCALED    
 RX0095* NAVD 88     -      1262.758  (meters)    4142.90   (feet)  ADJUSTED  
 RX0095  ___________________________________________________________________
 RX0095  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0095  DYNAMIC HT  -        1262.509 (meters)    4142.08  (feet)  COMP
 RX0095  MODELED GRAV-     980,372.9   (mgal)                       NAVD 88
 RX0095
 RX0095  VERT ORDER  -  FIRST     CLASS II
 RX0095
 RX0095.The horizontal coordinates were scaled from a topographic map and have
 RX0095.an estimated accuracy of +/- 6 seconds.
 RX0095
 RX0095.The orthometric height was determined by differential leveling
 RX0095.and adjusted by the National Geodetic Survey in June 1991..
 RX0095
 RX0095.The geoid height was determined by GEOID03.
 RX0095
 RX0095.The dynamic height is computed by dividing the NAVD 88
 RX0095.geopotential number by the normal gravity value computed on the
 RX0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0095.degrees latitude (g = 980.6199 gals.).
 RX0095
 RX0095.The modeled gravity was interpolated from observed gravity values.
 RX0095
 RX0095;                    North         East    Units  Estimated Accuracy
 RX0095;SPC MT       -   280,840.      407,510.      MT  (+/- 180 meters Scaled)
 RX0095
 RX0095                          SUPERSEDED SURVEY CONTROL
 RX0095
 RX0095  NGVD 29 (??/??/92) 1261.733  (m)         4139.54   (f) ADJ UNCH    1 2
 RX0095
 RX0095.Superseded values are not recommended for survey control.
 RX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0095.See file dsdata.txt to determine how the superseded data were derived.
 RX0095
 RX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS220778(NAD 83)
 RX0095_MARKER: DB = BENCH MARK DISK
 RX0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0095_STAMPING: G 457 1936
 RX0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0095+STABILITY: SURFACE MOTION
 RX0095
 RX0095  HISTORY     - Date     Condition        Report By
 RX0095  HISTORY     - 1936     MONUMENTED       CGS
 RX0095  HISTORY     - 1962     GOOD             NGS
 RX0095
 RX0095                          STATION DESCRIPTION
 RX0095
 RX0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0095'10.45 MI N FROM HELENA.
 RX0095'10.45 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0095'NORTHERN PACIFIC RAILROAD AT HELENA, NEAR THE SOUTH END OF A LONG
 RX0095'CURVE, 105 FEET WEST OF THE CENTER LINE OF THE AVENUE, 2.2 FEET WEST
 RX0095'OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE AND IN THE TOP OF A
 RX0095'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0297 ***********************************************************************
 RW0297  DESIGNATION -  G 458
 RW0297  PID         -  RW0297
 RW0297  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0297  USGS QUAD   -  EAST HELENA (1985)
 RW0297
 RW0297                         *CURRENT SURVEY CONTROL
 RW0297  ___________________________________________________________________
 RW0297* NAD 83(1986)-  46 35 07.     (N)    111 55 34.     (W)     SCALED    
 RW0297* NAVD 88     -      1194.841  (meters)    3920.07   (feet)  ADJUSTED  
 RW0297  ___________________________________________________________________
 RW0297  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RW0297  DYNAMIC HT  -        1194.578 (meters)    3919.21  (feet)  COMP
 RW0297  MODELED GRAV-     980,353.6   (mgal)                       NAVD 88
 RW0297
 RW0297  VERT ORDER  -  FIRST     CLASS II
 RW0297
 RW0297.The horizontal coordinates were scaled from a topographic map and have
 RW0297.an estimated accuracy of +/- 6 seconds.
 RW0297
 RW0297.The orthometric height was determined by differential leveling
 RW0297.and adjusted by the National Geodetic Survey in June 1991..
 RW0297
 RW0297.The geoid height was determined by GEOID03.
 RW0297
 RW0297.The dynamic height is computed by dividing the NAVD 88
 RW0297.geopotential number by the normal gravity value computed on the
 RW0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0297.degrees latitude (g = 980.6199 gals.).
 RW0297
 RW0297.The modeled gravity was interpolated from observed gravity values.
 RW0297
 RW0297;                    North         East    Units  Estimated Accuracy
 RW0297;SPC MT       -   262,380.      414,190.      MT  (+/- 180 meters Scaled)
 RW0297
 RW0297                          SUPERSEDED SURVEY CONTROL
 RW0297
 RW0297  NGVD 29 (??/??/92) 1193.793  (m)         3916.64   (f) ADJ UNCH    1 2
 RW0297
 RW0297.Superseded values are not recommended for survey control.
 RW0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0297.See file dsdata.txt to determine how the superseded data were derived.
 RW0297
 RW0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS290594(NAD 83)
 RW0297_MARKER: DB = BENCH MARK DISK
 RW0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0297_STAMPING: G 458 1936
 RW0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0297+STABILITY: SURFACE MOTION
 RW0297
 RW0297  HISTORY     - Date     Condition        Report By
 RW0297  HISTORY     - 1936     MONUMENTED       CGS
 RW0297  HISTORY     - 1962     GOOD             NGS
 RW0297
 RW0297                          STATION DESCRIPTION
 RW0297
 RW0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0297'0.2 MI S FROM EAST HELENA.
 RW0297'0.2 MILE SOUTH ALONG THE EAST HELENA-MONTANA CITY ROAD FROM THE
 RW0297'NORTHERN PACIFIC RAILWAY STATION AT EAST HELENA, 0.1 MILE NORTH OF THE
 RW0297'CROSSING OF THE GREAT NORTHERN RAILWAY, ABOUT 75 YARDS SOUTHWEST OF
 RW0297'THE SOUTHWEST CORNER OF THE AMERICAN SMELTING AND REFINING COMPANY
 RW0297'FENCE, 54 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET EAST OF A
 RW0297'WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 RW0297'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0272 ***********************************************************************
 RW0272  DESIGNATION -  G 459
 RW0272  PID         -  RW0272
 RW0272  STATE/COUNTY-  MT/JEFFERSON
 RW0272  USGS QUAD   -  EAST HELENA (1985)
 RW0272
 RW0272                         *CURRENT SURVEY CONTROL
 RW0272  ___________________________________________________________________
 RW0272* NAD 83(1986)-  46 33 55.     (N)    111 57 11.     (W)     SCALED    
 RW0272* NAVD 88     -      1272.619  (meters)    4175.25   (feet)  POSTED    
 RW0272  ___________________________________________________________________
 RW0272  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 RW0272  DYNAMIC HT  -        1272.330 (meters)    4174.30  (feet)  COMP
 RW0272  MODELED GRAV-     980,342.7   (mgal)                       NAVD 88
 RW0272
 RW0272  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RW0272
 RW0272.The horizontal coordinates were scaled from a topographic map and have
 RW0272.an estimated accuracy of +/- 6 seconds.
 RW0272
 RW0272.The orthometric height was determined by differential leveling
 RW0272.and adjusted by the National Geodetic Survey in 1992..
 RW0272.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RW0272.rate of 2.1 thru 3.0 mm/km.
 RW0272
 RW0272.The geoid height was determined by GEOID03.
 RW0272
 RW0272.The dynamic height is computed by dividing the NAVD 88
 RW0272.geopotential number by the normal gravity value computed on the
 RW0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0272.degrees latitude (g = 980.6199 gals.).
 RW0272
 RW0272.The modeled gravity was interpolated from observed gravity values.
 RW0272
 RW0272;                    North         East    Units  Estimated Accuracy
 RW0272;SPC MT       -   260,220.      412,060.      MT  (+/- 180 meters Scaled)
 RW0272
 RW0272                          SUPERSEDED SURVEY CONTROL
 RW0272
 RW0272  NGVD 29 (??/??/92) 1271.58   (m)         4171.8    (f) COMPUTED    1 2
 RW0272
 RW0272.Superseded values are not recommended for survey control.
 RW0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0272.See file dsdata.txt to determine how the superseded data were derived.
 RW0272
 RW0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS269572(NAD 83)
 RW0272_MARKER: DB = BENCH MARK DISK
 RW0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0272_STAMPING: G 459 1936
 RW0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0272+STABILITY: SURFACE MOTION
 RW0272
 RW0272  HISTORY     - Date     Condition        Report By
 RW0272  HISTORY     - 1936     MONUMENTED       CGS
 RW0272  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0272
 RW0272                          STATION DESCRIPTION
 RW0272
 RW0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0272'2.3 MI SW FROM EAST HELENA.
 RW0272'IN JEFFERSON COUNTY, 2.3 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE
 RW0272'NORTHERN PACIFIC RAILWAY STATION AT EAST HELENA, LEWIS AND CLARK
 RW0272'COUNTY, 0.3 MILE NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 91,
 RW0272'ABOUT 155 YARDS NORTHEAST OF BENCH MARK H 459, DESCRIBED ABOVE AND 28
 RW0272'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 RW0272'STAMPED G 459 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0121 ***********************************************************************
 QU0121  DESIGNATION -  G 46
 QU0121  PID         -  QU0121
 QU0121  STATE/COUNTY-  MT/POWDER RIVER
 QU0121  USGS QUAD   -  DRY CREEK BUTTE (1982)
 QU0121
 QU0121                         *CURRENT SURVEY CONTROL
 QU0121  ___________________________________________________________________
 QU0121* NAD 83(1986)-  45 19 59.     (N)    105 11 41.     (W)     SCALED    
 QU0121* NAVD 88     -       970.595  (meters)    3184.36   (feet)  ADJUSTED  
 QU0121  ___________________________________________________________________
 QU0121  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 QU0121  DYNAMIC HT  -         970.381 (meters)    3183.66  (feet)  COMP
 QU0121  MODELED GRAV-     980,363.1   (mgal)                       NAVD 88
 QU0121
 QU0121  VERT ORDER  -  FIRST     CLASS II
 QU0121
 QU0121.The horizontal coordinates were scaled from a topographic map and have
 QU0121.an estimated accuracy of +/- 6 seconds.
 QU0121
 QU0121.The orthometric height was determined by differential leveling
 QU0121.and adjusted by the National Geodetic Survey in June 1991..
 QU0121
 QU0121.The geoid height was determined by GEOID03.
 QU0121
 QU0121.The dynamic height is computed by dividing the NAVD 88
 QU0121.geopotential number by the normal gravity value computed on the
 QU0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0121.degrees latitude (g = 980.6199 gals.).
 QU0121
 QU0121.The modeled gravity was interpolated from observed gravity values.
 QU0121
 QU0121;                    North         East    Units  Estimated Accuracy
 QU0121;SPC MT       -   129,650.      937,250.      MT  (+/- 180 meters Scaled)
 QU0121
 QU0121                          SUPERSEDED SURVEY CONTROL
 QU0121
 QU0121  NGVD 29 (??/??/92)  969.990  (m)         3182.38   (f) ADJ UNCH    1 2
 QU0121
 QU0121.Superseded values are not recommended for survey control.
 QU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0121.See file dsdata.txt to determine how the superseded data were derived.
 QU0121
 QU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL847199(NAD 83)
 QU0121_MARKER: DB = BENCH MARK DISK
 QU0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0121_STAMPING: G 46 1934
 QU0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0121+STABILITY: SURFACE MOTION
 QU0121
 QU0121  HISTORY     - Date     Condition        Report By
 QU0121  HISTORY     - 1934     MONUMENTED       CGS
 QU0121  HISTORY     - 1975     MARK NOT FOUND   USGS
 QU0121  HISTORY     - 19950928 MARK NOT FOUND   NGS
 QU0121
 QU0121                          STATION DESCRIPTION
 QU0121
 QU0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0121'13.2 MI SE FROM BROADUS.
 QU0121'13.2 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM BROADUS, POWDER
 QU0121'RIVER COUNTY, 72 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24
 QU0121'FEET SOUTH OF A CORNER OF THE FENCE, AND 3 FEET WEST OF THE
 QU0121'NORTH-SOUTH FENCE.  A STANDARD DISK, STAMPED G 46 1934 AND SET
 QU0121'IN THE TOP OF A CONCRETE POST.  NOTE-- THE RIGHT-OF-WAY FENCE HAS
 QU0121'BEEN CHANGED, THE N-S FENCE IS GONE.
 QU0121
 QU0121                          STATION RECOVERY (1975)
 QU0121
 QU0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QU0121'MARK NOT FOUND.
 QU0121
 QU0121                          STATION RECOVERY (1995)
 QU0121
 QU0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0121'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0317 ***********************************************************************
 RW0317  DESIGNATION -  G 460
 RW0317  PID         -  RW0317
 RW0317  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0317  USGS QUAD   -  EAST HELENA (1985)
 RW0317
 RW0317                         *CURRENT SURVEY CONTROL
 RW0317  ___________________________________________________________________
 RW0317* NAD 83(1986)-  46 35 54.     (N)    111 54 52.     (W)     SCALED    
 RW0317* NAVD 88     -      1175.505  (meters)    3856.64   (feet)  ADJUSTED  
 RW0317  ___________________________________________________________________
 RW0317  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RW0317  DYNAMIC HT  -        1175.249 (meters)    3855.80  (feet)  COMP
 RW0317  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 RW0317
 RW0317  VERT ORDER  -  FIRST     CLASS II
 RW0317
 RW0317.The horizontal coordinates were scaled from a topographic map and have
 RW0317.an estimated accuracy of +/- 6 seconds.
 RW0317
 RW0317.The orthometric height was determined by differential leveling
 RW0317.and adjusted by the National Geodetic Survey in June 1991..
 RW0317.WARNING-Repeat measurements at this control monument indicate possible
 RW0317.vertical movement.
 RW0317
 RW0317.The geoid height was determined by GEOID03.
 RW0317
 RW0317.The dynamic height is computed by dividing the NAVD 88
 RW0317.geopotential number by the normal gravity value computed on the
 RW0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0317.degrees latitude (g = 980.6199 gals.).
 RW0317
 RW0317.The modeled gravity was interpolated from observed gravity values.
 RW0317
 RW0317;                    North         East    Units  Estimated Accuracy
 RW0317;SPC MT       -   263,800.      415,130.      MT  (+/- 180 meters Scaled)
 RW0317
 RW0317                          SUPERSEDED SURVEY CONTROL
 RW0317
 RW0317  NGVD 29 (??/??/92) 1174.459  (m)         3853.20   (f) ADJ UNCH    1 2
 RW0317
 RW0317.Superseded values are not recommended for survey control.
 RW0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0317.See file dsdata.txt to determine how the superseded data were derived.
 RW0317
 RW0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299609(NAD 83)
 RW0317_MARKER: DB = BENCH MARK DISK
 RW0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0317_STAMPING: G 460 1936
 RW0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0317+STABILITY: SURFACE MOTION
 RW0317
 RW0317  HISTORY     - Date     Condition        Report By
 RW0317  HISTORY     - 1936     MONUMENTED       CGS
 RW0317  HISTORY     - 1962     GOOD             NGS
 RW0317
 RW0317                          STATION DESCRIPTION
 RW0317
 RW0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0317'0.6 MI N FROM EAST HELENA.
 RW0317'0.6 MILE NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0317'THE GRADE SCHOOL AT EAST HELENA, 34 FEET EAST OF THE CENTER LINE OF
 RW0317'THE ROAD, 139 FEET NORTH-NORTHEAST OF THE FIRST POWER POLE NORTH OF
 RW0317'BENCH MARK E 460, 71 FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM THE
 RW0317'THIRD TELEPHONE POLE NORTH OF BENCH MARK E 460, ABOUT LEVEL WITH THE
 RW0317'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RW0317'THE GROUND.  NOTE-- THE CONCRETE POST IS CHIPPED BUT THE DISK AND POST
 RW0317'IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0342 ***********************************************************************
 RW0342  DESIGNATION -  G 461
 RW0342  PID         -  RW0342
 RW0342  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0342  USGS QUAD   -  LAKE HELENA (1972)
 RW0342
 RW0342                         *CURRENT SURVEY CONTROL
 RW0342  ___________________________________________________________________
 RW0342* NAD 83(1986)-  46 37 36.     (N)    111 54 39.     (W)     SCALED    
 RW0342* NAVD 88     -      1148.228  (meters)    3767.14   (feet)  ADJUSTED  
 RW0342  ___________________________________________________________________
 RW0342  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RW0342  DYNAMIC HT  -        1147.984 (meters)    3766.34  (feet)  COMP
 RW0342  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 RW0342
 RW0342  VERT ORDER  -  FIRST     CLASS II
 RW0342
 RW0342.The horizontal coordinates were scaled from a topographic map and have
 RW0342.an estimated accuracy of +/- 6 seconds.
 RW0342
 RW0342.The orthometric height was determined by differential leveling
 RW0342.and adjusted by the National Geodetic Survey in June 1991..
 RW0342
 RW0342.The geoid height was determined by GEOID03.
 RW0342
 RW0342.The dynamic height is computed by dividing the NAVD 88
 RW0342.geopotential number by the normal gravity value computed on the
 RW0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0342.degrees latitude (g = 980.6199 gals.).
 RW0342
 RW0342.The modeled gravity was interpolated from observed gravity values.
 RW0342
 RW0342;                    North         East    Units  Estimated Accuracy
 RW0342;SPC MT       -   266,940.      415,510.      MT  (+/- 180 meters Scaled)
 RW0342
 RW0342                          SUPERSEDED SURVEY CONTROL
 RW0342
 RW0342  NGVD 29 (??/??/92) 1147.190  (m)         3763.74   (f) ADJ UNCH    1 2
 RW0342
 RW0342.Superseded values are not recommended for survey control.
 RW0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0342.See file dsdata.txt to determine how the superseded data were derived.
 RW0342
 RW0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS302640(NAD 83)
 RW0342_MARKER: DB = BENCH MARK DISK
 RW0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0342_STAMPING: G 461 1936
 RW0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0342+STABILITY: SURFACE MOTION
 RW0342
 RW0342  HISTORY     - Date     Condition        Report By
 RW0342  HISTORY     - 1936     MONUMENTED       CGS
 RW0342  HISTORY     - 1962     GOOD             NGS
 RW0342
 RW0342                          STATION DESCRIPTION
 RW0342
 RW0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0342'2.45 MI N FROM EAST HELENA.
 RW0342'2.15 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0342'THE GRADE SCHOOL AT EAST HELENA, THENCE 0.3 MILE NORTHEAST ALONG A
 RW0342'POWER LINE, BENEATH THE CENTER OF STEEL TOWER 594, AND SET IN THE TOP
 RW0342'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0368 ***********************************************************************
 RW0368  DESIGNATION -  G 462
 RW0368  PID         -  RW0368
 RW0368  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0368  USGS QUAD   -  HAUSER LAKE (1972)
 RW0368
 RW0368                         *CURRENT SURVEY CONTROL
 RW0368  ___________________________________________________________________
 RW0368* NAD 83(1986)-  46 39 48.     (N)    111 51 10.     (W)     SCALED    
 RW0368* NAVD 88     -      1157.019  (meters)    3795.99   (feet)  ADJUSTED  
 RW0368  ___________________________________________________________________
 RW0368  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 RW0368  DYNAMIC HT  -        1156.792 (meters)    3795.24  (feet)  COMP
 RW0368  MODELED GRAV-     980,378.5   (mgal)                       NAVD 88
 RW0368
 RW0368  VERT ORDER  -  FIRST     CLASS II
 RW0368
 RW0368.The horizontal coordinates were scaled from a topographic map and have
 RW0368.an estimated accuracy of +/- 6 seconds.
 RW0368
 RW0368.The orthometric height was determined by differential leveling
 RW0368.and adjusted by the National Geodetic Survey in June 1991..
 RW0368
 RW0368.The geoid height was determined by GEOID03.
 RW0368
 RW0368.The dynamic height is computed by dividing the NAVD 88
 RW0368.geopotential number by the normal gravity value computed on the
 RW0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0368.degrees latitude (g = 980.6199 gals.).
 RW0368
 RW0368.The modeled gravity was interpolated from observed gravity values.
 RW0368
 RW0368;                    North         East    Units  Estimated Accuracy
 RW0368;SPC MT       -   270,880.      420,070.      MT  (+/- 180 meters Scaled)
 RW0368
 RW0368                          SUPERSEDED SURVEY CONTROL
 RW0368
 RW0368  NGVD 29 (??/??/92) 1155.998  (m)         3792.64   (f) ADJ UNCH    1 2
 RW0368
 RW0368.Superseded values are not recommended for survey control.
 RW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0368.See file dsdata.txt to determine how the superseded data were derived.
 RW0368
 RW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS347681(NAD 83)
 RW0368_MARKER: DB = BENCH MARK DISK
 RW0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0368_STAMPING: G 462 1936
 RW0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0368+STABILITY: SURFACE MOTION
 RW0368
 RW0368  HISTORY     - Date     Condition        Report By
 RW0368  HISTORY     - 1936     MONUMENTED       CGS
 RW0368  HISTORY     - 1962     GOOD             NGS
 RW0368  HISTORY     - 1972     MARK NOT FOUND   USGS
 RW0368
 RW0368                          STATION DESCRIPTION
 RW0368
 RW0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0368'6.5 MI NE FROM EAST HELENA.
 RW0368'2.15 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0368'THE GRADE SCHOOL AT EAST HELENA, THENCE 1.9 MILES NORTHEAST ALONG A
 RW0368'POWER LINE, THENCE 2.45 MILES NORTHEAST ALONG THE YORK ROAD, AT THE
 RW0368'INTERSECTION OF A NORTH-SOUTH FIELD ROAD, 65 FEET SOUTH OF THE CENTER
 RW0368'LINE OF THE ROAD, 20 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH,
 RW0368'29 FEET SOUTH OF A FENCE CORNER POST, 2.0 FEET WEST OF A FENCE, ABOUT
 RW0368'2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RW0368'FLUSH WITH THE GROUND.
 RW0368
 RW0368                          STATION RECOVERY (1972)
 RW0368
 RW0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RW0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0397 ***********************************************************************
 RW0397  DESIGNATION -  G 463
 RW0397  PID         -  RW0397
 RW0397  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0397  USGS QUAD   -  HAUSER LAKE (1972)
 RW0397
 RW0397                         *CURRENT SURVEY CONTROL
 RW0397  ___________________________________________________________________
 RW0397* NAD 83(1986)-  46 41 50.     (N)    111 48 42.     (W)     SCALED    
 RW0397* NAVD 88     -      1174.731  (meters)    3854.10   (feet)  ADJUSTED  
 RW0397  ___________________________________________________________________
 RW0397  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 RW0397  DYNAMIC HT  -        1174.519 (meters)    3853.40  (feet)  COMP
 RW0397  MODELED GRAV-     980,393.3   (mgal)                       NAVD 88
 RW0397
 RW0397  VERT ORDER  -  FIRST     CLASS II
 RW0397
 RW0397.The horizontal coordinates were scaled from a topographic map and have
 RW0397.an estimated accuracy of +/- 6 seconds.
 RW0397
 RW0397.The orthometric height was determined by differential leveling
 RW0397.and adjusted by the National Geodetic Survey in June 1991..
 RW0397
 RW0397.The geoid height was determined by GEOID03.
 RW0397
 RW0397.The dynamic height is computed by dividing the NAVD 88
 RW0397.geopotential number by the normal gravity value computed on the
 RW0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0397.degrees latitude (g = 980.6199 gals.).
 RW0397
 RW0397.The modeled gravity was interpolated from observed gravity values.
 RW0397
 RW0397;                    North         East    Units  Estimated Accuracy
 RW0397;SPC MT       -   274,550.      423,320.      MT  (+/- 180 meters Scaled)
 RW0397
 RW0397                          SUPERSEDED SURVEY CONTROL
 RW0397
 RW0397  NGVD 29 (??/??/92) 1173.729  (m)         3850.81   (f) ADJ UNCH    1 2
 RW0397
 RW0397.Superseded values are not recommended for survey control.
 RW0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0397.See file dsdata.txt to determine how the superseded data were derived.
 RW0397
 RW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS379718(NAD 83)
 RW0397_MARKER: DB = BENCH MARK DISK
 RW0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0397_STAMPING: G 463 1936
 RW0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0397+STABILITY: SURFACE MOTION
 RW0397
 RW0397  HISTORY     - Date     Condition        Report By
 RW0397  HISTORY     - 1936     MONUMENTED       CGS
 RW0397  HISTORY     - 1962     GOOD             NGS
 RW0397
 RW0397                          STATION DESCRIPTION
 RW0397
 RW0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0397'5.0 MI SW FROM YORK.
 RW0397'4.75 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK,
 RW0397'THENCE 0.25 MILE SOUTH ALONG THE EDGE OF A CLIFF, 175 YARDS SOUTHWEST
 RW0397'OF BENCH MARK H 463, 130 YARDS NORTHEAST OF BENCH MARK F 463, ON THE
 RW0397'TOP OF A RIDGE WHICH IS WEST OF THE ROAD, 23 FEET WEST OF THE EDGE OF
 RW0397'THE BLUFF, 50 FEET SOUTH-SOUTHWEST OF A SMALL LONE PINE TREE, 4 FEET
 RW0397'NORTH-NORTHWEST OF A CAIRN, AND SET IN THE TOP OF A CONCRETE POST
 RW0397'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0196 ***********************************************************************
 RX0196  DESIGNATION -  G 464
 RX0196  PID         -  RX0196
 RX0196  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0196  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0196
 RX0196                         *CURRENT SURVEY CONTROL
 RX0196  ___________________________________________________________________
 RX0196* NAD 83(1986)-  46 38 30.     (N)    112 03 15.     (W)     SCALED    
 RX0196* NAVD 88     -      1169.908  (meters)    3838.27   (feet)  POSTED    
 RX0196  ___________________________________________________________________
 RX0196  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RX0196  DYNAMIC HT  -        1169.670 (meters)    3837.49  (feet)  COMP
 RX0196  MODELED GRAV-     980,370.4   (mgal)                       NAVD 88
 RX0196
 RX0196  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RX0196
 RX0196.The horizontal coordinates were scaled from a topographic map and have
 RX0196.an estimated accuracy of +/- 6 seconds.
 RX0196
 RX0196.The orthometric height was determined by differential leveling
 RX0196.and adjusted by the National Geodetic Survey in 1992..
 RX0196.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RX0196.rate of 4.1 thru 8.0 mm/km.
 RX0196
 RX0196.The geoid height was determined by GEOID03.
 RX0196
 RX0196.The dynamic height is computed by dividing the NAVD 88
 RX0196.geopotential number by the normal gravity value computed on the
 RX0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0196.degrees latitude (g = 980.6199 gals.).
 RX0196
 RX0196.The modeled gravity was interpolated from observed gravity values.
 RX0196
 RX0196;                    North         East    Units  Estimated Accuracy
 RX0196;SPC MT       -   268,950.      404,600.      MT  (+/- 180 meters Scaled)
 RX0196
 RX0196                          SUPERSEDED SURVEY CONTROL
 RX0196
 RX0196  NGVD 29 (??/??/92) 1168.937  (m)         3835.09   (f) ADJ UNCH    1 2
 RX0196
 RX0196.Superseded values are not recommended for survey control.
 RX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0196.See file dsdata.txt to determine how the superseded data were derived.
 RX0196
 RX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS193658(NAD 83)
 RX0196_MARKER: DB = BENCH MARK DISK
 RX0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0196_STAMPING: G 464 1936
 RX0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0196+STABILITY: SURFACE MOTION
 RX0196
 RX0196  HISTORY     - Date     Condition        Report By
 RX0196  HISTORY     - 1936     MONUMENTED       CGS
 RX0196  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0196
 RX0196                          STATION DESCRIPTION
 RX0196
 RX0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0196'3.2 MI S FROM IRON.
 RX0196'3.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION SIGN
 RX0196'AT IRON, LEWIS AND CLARK COUNTY, 0.1 MILE WEST ALONG A COUNTY ROAD,
 RX0196'0.1 MILE WEST OF THE INTERNATIONAL ORDER OF ODD FELLOWS HOME, 17 FEET
 RX0196'SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH OF A FENCE. A
 RX0196'STANDARD DISK, STAMPED G 464 1936 AND SET IN THE TOP OF A CONCRETE
 RX0196'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0209 ***********************************************************************
 RX0209  DESIGNATION -  G 465
 RX0209  PID         -  RX0209
 RX0209  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0209  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0209
 RX0209                         *CURRENT SURVEY CONTROL
 RX0209  ___________________________________________________________________
 RX0209* NAD 83(1986)-  46 38 43.     (N)    112 04 47.     (W)     SCALED    
 RX0209* NAVD 88     -      1214.764  (meters)    3985.44   (feet)  ADJUSTED  
 RX0209  ___________________________________________________________________
 RX0209  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0209  DYNAMIC HT  -        1214.503 (meters)    3984.58  (feet)  COMP
 RX0209  MODELED GRAV-     980,357.8   (mgal)                       NAVD 88
 RX0209
 RX0209  VERT ORDER  -  FIRST     CLASS II
 RX0209
 RX0209.The horizontal coordinates were scaled from a topographic map and have
 RX0209.an estimated accuracy of +/- 6 seconds.
 RX0209
 RX0209.The orthometric height was determined by differential leveling
 RX0209.and adjusted by the National Geodetic Survey in June 1991..
 RX0209
 RX0209.The geoid height was determined by GEOID03.
 RX0209
 RX0209.The dynamic height is computed by dividing the NAVD 88
 RX0209.geopotential number by the normal gravity value computed on the
 RX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0209.degrees latitude (g = 980.6199 gals.).
 RX0209
 RX0209.The modeled gravity was interpolated from observed gravity values.
 RX0209
 RX0209;                    North         East    Units  Estimated Accuracy
 RX0209;SPC MT       -   269,420.      402,650.      MT  (+/- 180 meters Scaled)
 RX0209
 RX0209                          SUPERSEDED SURVEY CONTROL
 RX0209
 RX0209  NGVD 29 (??/??/92) 1213.724  (m)         3982.03   (f) ADJ UNCH    1 2
 RX0209
 RX0209.Superseded values are not recommended for survey control.
 RX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0209.See file dsdata.txt to determine how the superseded data were derived.
 RX0209
 RX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS173663(NAD 83)
 RX0209_MARKER: DB = BENCH MARK DISK
 RX0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0209_STAMPING: G 465 1936
 RX0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0209+STABILITY: SURFACE MOTION
 RX0209
 RX0209  HISTORY     - Date     Condition        Report By
 RX0209  HISTORY     - 1936     MONUMENTED       CGS
 RX0209  HISTORY     - 1962     GOOD             NGS
 RX0209
 RX0209                          STATION DESCRIPTION
 RX0209
 RX0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0209'3.25 MI NW FROM HELENA.
 RX0209'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0209'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 1.25 MILES WEST ALONG A
 RX0209'COUNTY ROAD, 140 YARDS WEST OF BENCH MARK F 465, 38 FEET SOUTH OF THE
 RX0209'CENTER LINE OF THE ROAD, 90 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 RX0209'THE WEST END OF A GATE, 59 FEET SOUTH OF AND ACROSS THE ROAD FROM A
 RX0209'FENCE, ABOUT LEVEL WITH THE ROAD, NEAR A MOUND OF ROCK, AND SET IN THE
 RX0209'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0233 ***********************************************************************
 RX0233  DESIGNATION -  G 466
 RX0233  PID         -  RX0233
 RX0233  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0233  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0233
 RX0233                         *CURRENT SURVEY CONTROL
 RX0233  ___________________________________________________________________
 RX0233* NAD 83(1986)-  46 37 49.     (N)    112 06 00.     (W)     SCALED    
 RX0233* NAVD 88     -      1210.789  (meters)    3972.40   (feet)  ADJUSTED  
 RX0233  ___________________________________________________________________
 RX0233  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0233  DYNAMIC HT  -        1210.528 (meters)    3971.54  (feet)  COMP
 RX0233  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 RX0233
 RX0233  VERT ORDER  -  FIRST     CLASS II
 RX0233
 RX0233.The horizontal coordinates were scaled from a topographic map and have
 RX0233.an estimated accuracy of +/- 6 seconds.
 RX0233
 RX0233.The orthometric height was determined by differential leveling
 RX0233.and adjusted by the National Geodetic Survey in June 1991..
 RX0233
 RX0233.The geoid height was determined by GEOID03.
 RX0233
 RX0233.The dynamic height is computed by dividing the NAVD 88
 RX0233.geopotential number by the normal gravity value computed on the
 RX0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0233.degrees latitude (g = 980.6199 gals.).
 RX0233
 RX0233.The modeled gravity was interpolated from observed gravity values.
 RX0233
 RX0233;                    North         East    Units  Estimated Accuracy
 RX0233;SPC MT       -   267,800.      401,050.      MT  (+/- 180 meters Scaled)
 RX0233
 RX0233                          SUPERSEDED SURVEY CONTROL
 RX0233
 RX0233  NGVD 29 (??/??/92) 1209.746  (m)         3968.97   (f) ADJ UNCH    1 2
 RX0233
 RX0233.Superseded values are not recommended for survey control.
 RX0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0233.See file dsdata.txt to determine how the superseded data were derived.
 RX0233
 RX0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS157646(NAD 83)
 RX0233_MARKER: DB = BENCH MARK DISK
 RX0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0233_STAMPING: G 466 1936
 RX0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0233+STABILITY: SURFACE MOTION
 RX0233
 RX0233  HISTORY     - Date     Condition        Report By
 RX0233  HISTORY     - 1936     MONUMENTED       CGS
 RX0233  HISTORY     - 1962     GOOD             NGS
 RX0233
 RX0233                          STATION DESCRIPTION
 RX0233
 RX0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0233'IN FORT HARRISON.
 RX0233'AT FORT HARRISON, 0.25 MILES WEST OF THE JUNCTION OF THE
 RX0233'HELENA-MARYSVILLE ROAD AND NORTHEAST BOUNDARY FENCE CORNER, 155 YARDS
 RX0233'WEST OF BENCH MARK F 466, 28 FEET SOUTH OF THE CENTER LINE OF A COUNTY
 RX0233'ROAD, 181 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE FIRST POWER
 RX0233'LINE POLE WEST OF BENCH MARK F 466, 63 FEET WEST OF THE EXTENDED
 RX0233'CENTER LINE OF A DRIVEWAY LEADING NORTH TO A HOUSE, 1.7 FEET NORTH OF
 RX0233'A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RX0233'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0259 ***********************************************************************
 RX0259  DESIGNATION -  G 467
 RX0259  PID         -  RX0259
 RX0259  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0259  USGS QUAD   -  HELENA (1985)
 RX0259
 RX0259                         *CURRENT SURVEY CONTROL
 RX0259  ___________________________________________________________________
 RX0259* NAD 83(1986)-  46 36 52.     (N)    112 05 40.     (W)     SCALED    
 RX0259* NAVD 88     -      1204.162  (meters)    3950.65   (feet)  ADJUSTED  
 RX0259  ___________________________________________________________________
 RX0259  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0259  DYNAMIC HT  -        1203.897 (meters)    3949.79  (feet)  COMP
 RX0259  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 RX0259
 RX0259  VERT ORDER  -  FIRST     CLASS II
 RX0259
 RX0259.The horizontal coordinates were scaled from a topographic map and have
 RX0259.an estimated accuracy of +/- 6 seconds.
 RX0259
 RX0259.The orthometric height was determined by differential leveling
 RX0259.and adjusted by the National Geodetic Survey in June 1991..
 RX0259
 RX0259.The geoid height was determined by GEOID03.
 RX0259
 RX0259.The dynamic height is computed by dividing the NAVD 88
 RX0259.geopotential number by the normal gravity value computed on the
 RX0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0259.degrees latitude (g = 980.6199 gals.).
 RX0259
 RX0259.The modeled gravity was interpolated from observed gravity values.
 RX0259
 RX0259;                    North         East    Units  Estimated Accuracy
 RX0259;SPC MT       -   266,030.      401,410.      MT  (+/- 180 meters Scaled)
 RX0259
 RX0259                          SUPERSEDED SURVEY CONTROL
 RX0259
 RX0259  NGVD 29 (??/??/92) 1203.173  (m)         3947.41   (f) ADJ UNCH    1 2
 RX0259
 RX0259.Superseded values are not recommended for survey control.
 RX0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0259.See file dsdata.txt to determine how the superseded data were derived.
 RX0259
 RX0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS161629(NAD 83)
 RX0259_MARKER: DB = BENCH MARK DISK
 RX0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0259_STAMPING: G 467 1936
 RX0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0259+STABILITY: SURFACE MOTION
 RX0259
 RX0259  HISTORY     - Date     Condition        Report By
 RX0259  HISTORY     - 1936     MONUMENTED       CGS
 RX0259  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0259
 RX0259                          STATION DESCRIPTION
 RX0259
 RX0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0259'IN FORT HARRISON.
 RX0259'AT FORT HARRISON, LEWIS AND CLARK COUNTY, 57 FEET SOUTHEAST OF THE
 RX0259'MAIN ENTRANCE GATE, 46 FEET SOUTH OF THE BROADWATER-FORT HARRISON
 RX0259'ROAD, AND 4 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED G 467
 RX0259'1936 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK CLOSE TO
 RX0259'IRRIGATION DITCH WHERE DIRT HAS BEEN THROWN OUT AND MAY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0009 ***********************************************************************
 RX0009  DESIGNATION -  G 468
 RX0009  PID         -  RX0009
 RX0009  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0009  USGS QUAD   -  HELENA (1985)
 RX0009
 RX0009                         *CURRENT SURVEY CONTROL
 RX0009  ___________________________________________________________________
 RX0009* NAD 83(1986)-  46 36 19.     (N)    112 02 26.     (W)     SCALED    
 RX0009* NAVD 88     -      1206.287  (meters)    3957.63   (feet)  ADJUSTED  
 RX0009  ___________________________________________________________________
 RX0009  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0009  DYNAMIC HT  -        1206.038 (meters)    3956.81  (feet)  COMP
 RX0009  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 RX0009
 RX0009  VERT ORDER  -  FIRST     CLASS II
 RX0009
 RX0009.The horizontal coordinates were scaled from a topographic map and have
 RX0009.an estimated accuracy of +/- 6 seconds.
 RX0009
 RX0009.The orthometric height was determined by differential leveling
 RX0009.and adjusted by the National Geodetic Survey in June 1991..
 RX0009
 RX0009.The geoid height was determined by GEOID03.
 RX0009
 RX0009.The dynamic height is computed by dividing the NAVD 88
 RX0009.geopotential number by the normal gravity value computed on the
 RX0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0009.degrees latitude (g = 980.6199 gals.).
 RX0009
 RX0009.The modeled gravity was interpolated from observed gravity values.
 RX0009
 RX0009;                    North         East    Units  Estimated Accuracy
 RX0009;SPC MT       -   264,880.      405,510.      MT  (+/- 180 meters Scaled)
 RX0009
 RX0009                          SUPERSEDED SURVEY CONTROL
 RX0009
 RX0009  NGVD 29 (??/??/92) 1205.307  (m)         3954.41   (f) ADJ UNCH    1 2
 RX0009
 RX0009.Superseded values are not recommended for survey control.
 RX0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0009.See file dsdata.txt to determine how the superseded data were derived.
 RX0009
 RX0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS203618(NAD 83)
 RX0009_MARKER: DB = BENCH MARK DISK
 RX0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0009_STAMPING: G 468 1936
 RX0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0009+STABILITY: SURFACE MOTION
 RX0009
 RX0009  HISTORY     - Date     Condition        Report By
 RX0009  HISTORY     - 1936     MONUMENTED       CGS
 RX0009  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0009
 RX0009                          STATION DESCRIPTION
 RX0009
 RX0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0009'0.4 MI NW FROM HELENA.
 RX0009'0.4 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM CARROLL
 RX0009'COLLEGE AT HELENA, LEWIS AND CLARK COUNTY, 231 YARDS SOUTHEAST OF
 RX0009'MILEPOST 213, 154 YARDS SOUTHEAST OF THE CROSSING OF THE OLD GREAT
 RX0009'FALLS HIGHWAY, 66 FEET SOUTHWEST OF THE MAIN TRACK, AND NEAR A MOUND
 RX0009'OF ROCKS.  A STANDARD DISK, STAMPED G 468 1936 AND SET IN THE TOP OF A
 RX0009'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0090 ***********************************************************************
 QW0090  DESIGNATION -  G 47
 QW0090  PID         -  QW0090
 QW0090  STATE/COUNTY-  MT/CARBON
 QW0090  USGS QUAD   -  WADE (1969)
 QW0090
 QW0090                         *CURRENT SURVEY CONTROL
 QW0090  ___________________________________________________________________
 QW0090* NAD 83(1986)-  45 07 58.     (N)    108 46 11.     (W)     SCALED    
 QW0090* NAVD 88     -      1281.268  (meters)    4203.63   (feet)  ADJUSTED  
 QW0090  ___________________________________________________________________
 QW0090  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 QW0090  DYNAMIC HT  -        1280.802 (meters)    4202.10  (feet)  COMP
 QW0090  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 QW0090
 QW0090  VERT ORDER  -  FIRST     CLASS II
 QW0090
 QW0090.The horizontal coordinates were scaled from a topographic map and have
 QW0090.an estimated accuracy of +/- 6 seconds.
 QW0090
 QW0090.The orthometric height was determined by differential leveling
 QW0090.and adjusted by the National Geodetic Survey in June 1991..
 QW0090
 QW0090.The geoid height was determined by GEOID03.
 QW0090
 QW0090.The dynamic height is computed by dividing the NAVD 88
 QW0090.geopotential number by the normal gravity value computed on the
 QW0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0090.degrees latitude (g = 980.6199 gals.).
 QW0090
 QW0090.The modeled gravity was interpolated from observed gravity values.
 QW0090
 QW0090;                    North         East    Units  Estimated Accuracy
 QW0090;SPC MT       -    98,390.      657,440.      MT  (+/- 180 meters Scaled)
 QW0090
 QW0090                          SUPERSEDED SURVEY CONTROL
 QW0090
 QW0090  NGVD 29 (06/08/92) 1280.386  (m)         4200.73   (f) ADJUSTED    1 2
 QW0090
 QW0090.Superseded values are not recommended for survey control.
 QW0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0090.See file dsdata.txt to determine how the superseded data were derived.
 QW0090
 QW0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR753001(NAD 83)
 QW0090_MARKER: DB = BENCH MARK DISK
 QW0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0090_SP_SET: PIER
 QW0090_STAMPING: G 47 1933
 QW0090_MARK LOGO: CGS   
 QW0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0090
 QW0090  HISTORY     - Date     Condition        Report By
 QW0090  HISTORY     - 1933     MONUMENTED       CGS
 QW0090  HISTORY     - 1969     MARK NOT FOUND   USGS
 QW0090  HISTORY     - 1982     GOOD             NGS
 QW0090
 QW0090                          STATION DESCRIPTION
 QW0090
 QW0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QW0090'0.7 MI NW FROM DUFF.
 QW0090'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 QW0090'FROM DUFF, AT MILEAGE 473.06, AT AN OVERHEAD BRIDGE, AND IN THE TOP OF
 QW0090'THE WEST PIER.  A STANDARD DISK, STAMPED G 47 1933.  NOTE-- THE MARK
 QW0090'IS SAID TO BE UNDER A BUILDING BELONGING TO THE BIGHORN LIMESTONE CO.
 QW0090
 QW0090                          STATION RECOVERY (1969)
 QW0090
 QW0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QW0090'MARK NOT FOUND.
 QW0090
 QW0090                          STATION RECOVERY (1982)
 QW0090
 QW0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0090'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  52.3 KM (32.5
 QW0090'MI) NORTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 QW0090'NEVADA STREET IN LOVELL, IN THE TOP CENTER OF THE CENTER 1 OF 3 PIER
 QW0090'DIVIDERS OF THE HIGHWAY OVERPASS OF THE BURLINGTON NORTHERN RAILROAD
 QW0090'AND 7.3 METERS (24.0 FT) SOUTHWEST OF THE NEAR RAIL AND 1.2 METERS
 QW0090'(3.9 FT) SOUTHEAST OF THE MOST NORTHWESTERNPIER OF THE MOST
 QW0090'SOUTHWESTERLY ROW OF PIERS.
 QW0090'THE MARK IS 2.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0120 ***********************************************************************
 TO0120  DESIGNATION -  G 470
 TO0120  PID         -  TO0120
 TO0120  STATE/COUNTY-  MT/SANDERS
 TO0120  USGS QUAD   -  CABINET (1989)
 TO0120
 TO0120                         *CURRENT SURVEY CONTROL
 TO0120  ___________________________________________________________________
 TO0120* NAD 83(1986)-  48 05 13.     (N)    116 01 22.     (W)     SCALED    
 TO0120* NAVD 88     -       673.686  (meters)    2210.25   (feet)  ADJUSTED  
 TO0120  ___________________________________________________________________
 TO0120  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0120  DYNAMIC HT  -         673.702 (meters)    2210.30  (feet)  COMP
 TO0120  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 TO0120
 TO0120  VERT ORDER  -  FIRST     CLASS II
 TO0120
 TO0120.The horizontal coordinates were scaled from a topographic map and have
 TO0120.an estimated accuracy of +/- 6 seconds.
 TO0120
 TO0120.The orthometric height was determined by differential leveling
 TO0120.and adjusted by the National Geodetic Survey in June 1991..
 TO0120
 TO0120.The geoid height was determined by GEOID03.
 TO0120
 TO0120.The dynamic height is computed by dividing the NAVD 88
 TO0120.geopotential number by the normal gravity value computed on the
 TO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0120.degrees latitude (g = 980.6199 gals.).
 TO0120
 TO0120.The modeled gravity was interpolated from observed gravity values.
 TO0120
 TO0120;                    North         East    Units  Estimated Accuracy
 TO0120;SPC MT       -   446,570.      114,830.      MT  (+/- 180 meters Scaled)
 TO0120
 TO0120                          SUPERSEDED SURVEY CONTROL
 TO0120
 TO0120  NGVD 29 (??/??/92)  672.505  (m)         2206.38   (f) ADJ UNCH    1 2
 TO0120
 TO0120.Superseded values are not recommended for survey control.
 TO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0120.See file dsdata.txt to determine how the superseded data were derived.
 TO0120
 TO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP727264(NAD 83)
 TO0120_MARKER: DB = BENCH MARK DISK
 TO0120_SETTING: 80 = SET IN A BOULDER
 TO0120_SP_SET: BOULDER
 TO0120_STAMPING: G 470 1944
 TO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0120+STABILITY: SURFACE MOTION
 TO0120
 TO0120  HISTORY     - Date     Condition        Report By
 TO0120  HISTORY     - 1944     MONUMENTED       CGS
 TO0120
 TO0120                          STATION DESCRIPTION
 TO0120
 TO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0120'3.8 MI NW FROM HERON.
 TO0120'3.8 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0120'STATION AT HERON, 3 RAILS SOUTHEAST OF MILEPOST NO. 84, SET IN THE TOP
 TO0120'OF A BOULDER BETWEEN THE TRACK AND THE RIVER BANK, 119.7 FEET
 TO0120'SOUTHEAST OF THE MILEPOST, 17.5 FEET NORTHEAST OF THE NORTHEAST RAIL
 TO0120'OF TRACK, ABOUT 1 FOOT BELOW TRACK LEVEL, FLUSH WITH THE GROUND. IRON
 TO0120'BENCH MARK DISK.  STAMPED G 470 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0568 ***********************************************************************
 SU0568  DESIGNATION -  G 471
 SU0568  PID         -  SU0568
 SU0568  STATE/COUNTY-  MT/SANDERS
 SU0568  USGS QUAD   -  TROUT CREEK (1983)
 SU0568
 SU0568                         *CURRENT SURVEY CONTROL
 SU0568  ___________________________________________________________________
 SU0568* NAD 83(1986)-  47 49 30.     (N)    115 34 47.     (W)     SCALED    
 SU0568* NAVD 88     -       721.780  (meters)    2368.04   (feet)  ADJUSTED  
 SU0568  ___________________________________________________________________
 SU0568  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 SU0568  DYNAMIC HT  -         721.784 (meters)    2368.05  (feet)  COMP
 SU0568  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 SU0568
 SU0568  VERT ORDER  -  FIRST     CLASS II
 SU0568
 SU0568.The horizontal coordinates were scaled from a topographic map and have
 SU0568.an estimated accuracy of +/- 6 seconds.
 SU0568
 SU0568.The orthometric height was determined by differential leveling
 SU0568.and adjusted by the National Geodetic Survey in June 1991..
 SU0568
 SU0568.The geoid height was determined by GEOID03.
 SU0568
 SU0568.The dynamic height is computed by dividing the NAVD 88
 SU0568.geopotential number by the normal gravity value computed on the
 SU0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0568.degrees latitude (g = 980.6199 gals.).
 SU0568
 SU0568.The modeled gravity was interpolated from observed gravity values.
 SU0568
 SU0568;                    North         East    Units  Estimated Accuracy
 SU0568;SPC MT       -   414,900.      145,450.      MT  (+/- 180 meters Scaled)
 SU0568
 SU0568                          SUPERSEDED SURVEY CONTROL
 SU0568
 SU0568  NGVD 29 (??/??/92)  720.608  (m)         2364.19   (f) ADJ UNCH    1 2
 SU0568
 SU0568.Superseded values are not recommended for survey control.
 SU0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0568.See file dsdata.txt to determine how the superseded data were derived.
 SU0568
 SU0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN063978(NAD 83)
 SU0568_MARKER: DB = BENCH MARK DISK
 SU0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0568_STAMPING: G 471 1944
 SU0568_PROJECTION: PROJECTING 12 CENTIMETERS
 SU0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0568+STABILITY: SURFACE MOTION
 SU0568
 SU0568  HISTORY     - Date     Condition        Report By
 SU0568  HISTORY     - 1944     MONUMENTED       CGS
 SU0568  HISTORY     - 1952     GOOD             NGS
 SU0568  HISTORY     - 1959     GOOD             NGS
 SU0568  HISTORY     - 1980     GOOD             NGS
 SU0568
 SU0568                          STATION DESCRIPTION
 SU0568
 SU0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0568'1.1 MI SE FROM TROUT CREEK.
 SU0568'1.1 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0568'STATION AT TROUT CREEK, 0.1 MILE SOUTHEAST OF MILE POST 53, 20 RAILS
 SU0568'NORTHWEST OF SEMAPHORE 527, 62.7 FEET NORTHEAST OF THE NORTHEAST RAIL
 SU0568'OF THE MAIN TRACK, 55 FEET SOUTHWEST OF THE CENTER LINE OF OLD U. S.
 SU0568'HIGHWAY 10A, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 5 FEET LOWER
 SU0568'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SU0568'FOOT ABOVE THE GROUND.
 SU0568
 SU0568                          STATION RECOVERY (1959)
 SU0568
 SU0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SU0568'RECOVERED IN GOOD CONDITION.
 SU0568
 SU0568                          STATION RECOVERY (1980)
 SU0568
 SU0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0568'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 SU0568'THE POST OFFICE IN TROUT CREEK, THENCE 1.35 KILOMETER (0.85 MILE)
 SU0568'NORTHWEST ALONG THE BURLINGTON NORTHERN RAILWAY, 0.2 KILOMETER
 SU0568'(0.1 MILE) SOUTHEAST OF RAILWAY MILEPOST 53, 19.1 METERS (62.7 FEET)
 SU0568'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 76.7 METERS (251 FEET)
 SU0568'NORTHWEST OF A SIGNAL BOX, 16.7 METERS (55.0 FEET) SOUTHWEST OF THE
 SU0568'CENTERLINE OF AN OLD ROAD GRADE, 0.55 METER (1.8 FEET) EAST OF A
 SU0568'10-INCH DIAMETER WHITE PINE.
 SU0568'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 SU0568'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0340 ***********************************************************************
 SU0340  DESIGNATION -  G 472
 SU0340  PID         -  SU0340
 SU0340  STATE/COUNTY-  MT/SANDERS
 SU0340  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0340
 SU0340                         *CURRENT SURVEY CONTROL
 SU0340  ___________________________________________________________________
 SU0340* NAD 83(1986)-  47 34 57.     (N)    115 17 57.     (W)     SCALED    
 SU0340* NAVD 88     -       744.751  (meters)    2443.40   (feet)  ADJUSTED  
 SU0340  ___________________________________________________________________
 SU0340  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 SU0340  DYNAMIC HT  -         744.692 (meters)    2443.21  (feet)  COMP
 SU0340  MODELED GRAV-     980,509.6   (mgal)                       NAVD 88
 SU0340
 SU0340  VERT ORDER  -  FIRST     CLASS II
 SU0340
 SU0340.The horizontal coordinates were scaled from a topographic map and have
 SU0340.an estimated accuracy of +/- 6 seconds.
 SU0340
 SU0340.The orthometric height was determined by differential leveling
 SU0340.and adjusted by the National Geodetic Survey in June 1991..
 SU0340
 SU0340.The geoid height was determined by GEOID03.
 SU0340
 SU0340.The dynamic height is computed by dividing the NAVD 88
 SU0340.geopotential number by the normal gravity value computed on the
 SU0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0340.degrees latitude (g = 980.6199 gals.).
 SU0340
 SU0340.The modeled gravity was interpolated from observed gravity values.
 SU0340
 SU0340;                    North         East    Units  Estimated Accuracy
 SU0340;SPC MT       -   386,430.      164,400.      MT  (+/- 180 meters Scaled)
 SU0340
 SU0340                          SUPERSEDED SURVEY CONTROL
 SU0340
 SU0340  NGVD 29 (??/??/92)  743.571  (m)         2439.53   (f) ADJ UNCH    1 2
 SU0340
 SU0340.Superseded values are not recommended for survey control.
 SU0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0340.See file dsdata.txt to determine how the superseded data were derived.
 SU0340
 SU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN278713(NAD 83)
 SU0340_MARKER: DB = BENCH MARK DISK
 SU0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0340_STAMPING: G 472 1944
 SU0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0340+STABILITY: SURFACE MOTION
 SU0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0340+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 SU0340
 SU0340  HISTORY     - Date     Condition        Report By
 SU0340  HISTORY     - 1944     MONUMENTED       CGS
 SU0340  HISTORY     - 1980     GOOD             NGS
 SU0340  HISTORY     - 20060422 GOOD             ADACLA
 SU0340
 SU0340                          STATION DESCRIPTION
 SU0340
 SU0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0340'2.4 MI SE FROM THOMPSON FALLS.
 SU0340'ALONG THE NORTHERN PACIFIC RAILWAY, 2.4 MILES SOUTHEAST OF THE STATION
 SU0340'AT THOMPSON FALLS, 175.0 FEET WEST NORTHWEST OF U. S. HIGHWAY 10A
 SU0340'BRIDGE OVER RAILWAY, 7 1/4 39-FOOT RAILS WEST NORTHWEST OF MILEPOST
 SU0340'NO. 29, 68.0 FEET SOUTH SOUTHEAST OF GUY-BRACED TELEPHONE POLE NO. 6,
 SU0340'56.7 FEET NORTH NORTHEAST OF THE NORTH NORTHEAST RAIL, 3.2 FEET WEST
 SU0340'NORTHWEST OF REFERENCE POST, 0.8 FOOT NORTH NORTHEAST OF RIGHT-OF-WAY
 SU0340'FENCE, ABOUT 3.0 FEET BELOW THE LEVEL OF RAILS, SET IN THE TOP OF A
 SU0340'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SU0340
 SU0340                          STATION RECOVERY (1980)
 SU0340
 SU0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0340'RECOVERED IN GOOD CONDITION.
 SU0340
 SU0340                          STATION RECOVERY (2006)
 SU0340
 SU0340'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 SU0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0218 ***********************************************************************
 SU0218  DESIGNATION -  G 473
 SU0218  PID         -  SU0218
 SU0218  STATE/COUNTY-  MT/SANDERS
 SU0218  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0218
 SU0218                         *CURRENT SURVEY CONTROL
 SU0218  ___________________________________________________________________
 SU0218* NAD 83(1986)-  47 21 35.     (N)    114 47 18.     (W)     SCALED    
 SU0218* NAVD 88     -       760.715  (meters)    2495.78   (feet)  ADJUSTED  
 SU0218  ___________________________________________________________________
 SU0218  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 SU0218  DYNAMIC HT  -         760.674 (meters)    2495.64  (feet)  COMP
 SU0218  MODELED GRAV-     980,535.0   (mgal)                       NAVD 88
 SU0218
 SU0218  VERT ORDER  -  FIRST     CLASS II
 SU0218
 SU0218.The horizontal coordinates were scaled from a topographic map and have
 SU0218.an estimated accuracy of +/- 6 seconds.
 SU0218
 SU0218.The orthometric height was determined by differential leveling
 SU0218.and adjusted by the National Geodetic Survey in June 1991..
 SU0218
 SU0218.The geoid height was determined by GEOID03.
 SU0218
 SU0218.The dynamic height is computed by dividing the NAVD 88
 SU0218.geopotential number by the normal gravity value computed on the
 SU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0218.degrees latitude (g = 980.6199 gals.).
 SU0218
 SU0218.The modeled gravity was interpolated from observed gravity values.
 SU0218
 SU0218;                    North         East    Units  Estimated Accuracy
 SU0218;SPC MT       -   359,020.      201,040.      MT  (+/- 180 meters Scaled)
 SU0218
 SU0218                          SUPERSEDED SURVEY CONTROL
 SU0218
 SU0218  NGVD 29 (??/??/92)  759.578  (m)         2492.05   (f) ADJ UNCH    1 2
 SU0218
 SU0218.Superseded values are not recommended for survey control.
 SU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0218.See file dsdata.txt to determine how the superseded data were derived.
 SU0218
 SU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN670475(NAD 83)
 SU0218_MARKER: DB = BENCH MARK DISK
 SU0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0218_STAMPING: G 473 1944
 SU0218_PROJECTION: PROJECTING 6 CENTIMETERS
 SU0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0218+STABILITY: SURFACE MOTION
 SU0218
 SU0218  HISTORY     - Date     Condition        Report By
 SU0218  HISTORY     - 1944     MONUMENTED       CGS
 SU0218  HISTORY     - 1950     GOOD             NGS
 SU0218  HISTORY     - 1980     GOOD             NGS
 SU0218  HISTORY     - 1982     GOOD             NGS
 SU0218
 SU0218                          STATION DESCRIPTION
 SU0218
 SU0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SU0218'2.1 MI S FROM PARADISE.
 SU0218'2.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0218'PARADISE, 50.6 FEET EAST OF THE EAST RAIL, 41 1/2 FEET EAST OF
 SU0218'MILEPOST 217, 36.9 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 10A,
 SU0218'3.1 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 5
 SU0218'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SU0218'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SU0218
 SU0218                          STATION RECOVERY (1980)
 SU0218
 SU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0218'38.KILOMETERS (2.35 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 (US
 SU0218'HIGHWAY 10A) FROM THE BURLINGTON NORTHERN RAILWAY STATION IN PARADISE,
 SU0218'0.7 KILOMETER (0.45 MILE) SOUTH OF HIGHWAY MILEPOST 84, AT THE NORTH
 SU0218'END OF A HIGHWAY CURVE, 12.25 METERS (40.2 FEET) EAST OF RAILWAY
 SU0218'MILEPOST 217, 15.4 METERS (50.6 FEET) EAST OF THE EAST RAIL OF THE
 SU0218'TRACKS, 12.0 METERS (39.6 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SU0218'4.35 METERS (14.3 FEET) SOUTHEAST OF THE FOURTH TELEGRAPH POLE SOUTH
 SU0218'OF A SPUR LINE CROSSING THE HIGHWAY TO A FRAM HOUSE, 0.8 METER (2.7
 SU0218'FEET) EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 SU0218'THE MARK IS 0.55 METERS  N FROM A WITNESS POST.
 SU0218'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 SU0218
 SU0218                          STATION RECOVERY (1982)
 SU0218
 SU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SU0218'3.38 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY 200 FROM THE
 SU0218'BURLINGTON-NORTHERN RAILROAD STATION IN PARADISE TO RAILROAD MILE
 SU0218'POST 217 AND THE MARK 12.8 (42 FT) EAST OF THE MILE POST, 11.2 M (3.7
 SU0218'FT) WEST OF THE CENTER OF THE HIGHWAY 1 M (3 FT) EAST OF THE
 SU0218'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0205 ***********************************************************************
 SU0205  DESIGNATION -  G 474
 SU0205  PID         -  SU0205
 SU0205  STATE/COUNTY-  MT/MINERAL
 SU0205  USGS QUAD   -  SUPERIOR (1985)
 SU0205
 SU0205                         *CURRENT SURVEY CONTROL
 SU0205  ___________________________________________________________________
 SU0205* NAD 83(1986)-  47 13 57.     (N)    115 00 01.     (W)     SCALED    
 SU0205* NAVD 88     -       823.123  (meters)    2700.53   (feet)  ADJUSTED  
 SU0205  ___________________________________________________________________
 SU0205  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SU0205  DYNAMIC HT  -         823.057 (meters)    2700.31  (feet)  COMP
 SU0205  MODELED GRAV-     980,506.3   (mgal)                       NAVD 88
 SU0205
 SU0205  VERT ORDER  -  FIRST     CLASS II
 SU0205
 SU0205.The horizontal coordinates were scaled from a topographic map and have
 SU0205.an estimated accuracy of +/- 6 seconds.
 SU0205
 SU0205.The orthometric height was determined by differential leveling
 SU0205.and adjusted by the National Geodetic Survey in June 1991..
 SU0205
 SU0205.The geoid height was determined by GEOID03.
 SU0205
 SU0205.The dynamic height is computed by dividing the NAVD 88
 SU0205.geopotential number by the normal gravity value computed on the
 SU0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0205.degrees latitude (g = 980.6199 gals.).
 SU0205
 SU0205.The modeled gravity was interpolated from observed gravity values.
 SU0205
 SU0205;                    North         East    Units  Estimated Accuracy
 SU0205;SPC MT       -   346,020.      184,080.      MT  (+/- 180 meters Scaled)
 SU0205
 SU0205                          SUPERSEDED SURVEY CONTROL
 SU0205
 SU0205  NGVD 29 (??/??/92)  821.996  (m)         2696.83   (f) ADJ UNCH    1 2
 SU0205
 SU0205.Superseded values are not recommended for survey control.
 SU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0205.See file dsdata.txt to determine how the superseded data were derived.
 SU0205
 SU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN513329(NAD 83)
 SU0205_MARKER: DB = BENCH MARK DISK
 SU0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0205_STAMPING: G 474 1944
 SU0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0205+STABILITY: SURFACE MOTION
 SU0205
 SU0205  HISTORY     - Date     Condition        Report By
 SU0205  HISTORY     - 1944     MONUMENTED       CGS
 SU0205
 SU0205                          STATION DESCRIPTION
 SU0205
 SU0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0205'6.4 MI NW FROM SUPERIOR.
 SU0205'6.4 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0205'STATION AT SUPERIOR, SET AT MILEPOST NO. 190, ABOUT 0.3 MILE NORTHEAST
 SU0205'OF A ROAD CROSSING, 32 FEET WEST-NORTHWEST OF THE MILEPOST, 39.4 FEET
 SU0205'NORTHWEST OF THE NORTHWEST RAIL OF TRACK, 38 FEET SOUTHEAST OF
 SU0205'CENTER-LINE OF ROAD PARALLELING TRACK, 1.6 FEET NORTHWEST OF FENCE,
 SU0205'2.2 FEET SOUTHWEST OF REFERENCE POST.  IRON BENCH MARK DISK SET IN TOP
 SU0205'OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.6 FOOT
 SU0205'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0268 ***********************************************************************
 RY0268  DESIGNATION -  G 475
 RY0268  PID         -  RY0268
 RY0268  STATE/COUNTY-  MT/MINERAL
 RY0268  USGS QUAD   -  WILLIAMS PEAK (1964)
 RY0268
 RY0268                         *CURRENT SURVEY CONTROL
 RY0268  ___________________________________________________________________
 RY0268* NAD 83(1986)-  46 59 46.     (N)    114 43 17.     (W)     SCALED    
 RY0268* NAVD 88     -       891.718  (meters)    2925.58   (feet)  ADJUSTED  
 RY0268  ___________________________________________________________________
 RY0268  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 RY0268  DYNAMIC HT  -         891.599 (meters)    2925.19  (feet)  COMP
 RY0268  MODELED GRAV-     980,451.5   (mgal)                       NAVD 88
 RY0268
 RY0268  VERT ORDER  -  FIRST     CLASS II
 RY0268
 RY0268.The horizontal coordinates were scaled from a topographic map and have
 RY0268.an estimated accuracy of +/- 6 seconds.
 RY0268
 RY0268.The orthometric height was determined by differential leveling
 RY0268.and adjusted by the National Geodetic Survey in June 1991..
 RY0268
 RY0268.The geoid height was determined by GEOID03.
 RY0268
 RY0268.The dynamic height is computed by dividing the NAVD 88
 RY0268.geopotential number by the normal gravity value computed on the
 RY0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0268.degrees latitude (g = 980.6199 gals.).
 RY0268
 RY0268.The modeled gravity was interpolated from observed gravity values.
 RY0268
 RY0268;                    North         East    Units  Estimated Accuracy
 RY0268;SPC MT       -   318,370.      203,390.      MT  (+/- 180 meters Scaled)
 RY0268
 RY0268                          SUPERSEDED SURVEY CONTROL
 RY0268
 RY0268  NGVD 29 (??/??/92)  890.590  (m)         2921.88   (f) ADJ UNCH    1 2
 RY0268
 RY0268.Superseded values are not recommended for survey control.
 RY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0268.See file dsdata.txt to determine how the superseded data were derived.
 RY0268
 RY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN732072(NAD 83)
 RY0268_MARKER: DB = BENCH MARK DISK
 RY0268_SETTING: 80 = SET IN A BOULDER
 RY0268_STAMPING: G 475 1944
 RY0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0268+STABILITY: SURFACE MOTION
 RY0268
 RY0268  HISTORY     - Date     Condition        Report By
 RY0268  HISTORY     - 1944     MONUMENTED       CGS
 RY0268
 RY0268                          STATION DESCRIPTION
 RY0268
 RY0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RY0268'1.3 MI SE FROM RIVULET.
 RY0268'1.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RY0268'STATION AT RIVULET, MINERAL COUNTY, AT MILEAGE 166.5, 87.6 FEET
 RY0268'SOUTHWEST OF THE SOUTHWEST RAIL, 2.4 FEET SOUTHEAST OF A WHITE WOODEN
 RY0268'WITNESS POST, IN THE TOP OF A PARTIALLY BURIED BOULDER, AND ABOUT 6
 RY0268'INCHES ABOVE THE GROUND.  AN IRON BENCH-MARK DISK, STAMPED G 475 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0055 ***********************************************************************
 RY0055  DESIGNATION -  G 476
 RY0055  PID         -  RY0055
 RY0055  STATE/COUNTY-  MT/MISSOULA
 RY0055  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0055
 RY0055                         *CURRENT SURVEY CONTROL
 RY0055  ___________________________________________________________________
 RY0055* NAD 83(1986)-  46 50 55.     (N)    114 00 46.     (W)     SCALED    
 RY0055* NAVD 88     -       972.481  (meters)    3190.55   (feet)  ADJUSTED  
 RY0055  ___________________________________________________________________
 RY0055  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 RY0055  DYNAMIC HT  -         972.335 (meters)    3190.07  (feet)  COMP
 RY0055  MODELED GRAV-     980,431.4   (mgal)                       NAVD 88
 RY0055
 RY0055  VERT ORDER  -  FIRST     CLASS II
 RY0055
 RY0055.The horizontal coordinates were scaled from a topographic map and have
 RY0055.an estimated accuracy of +/- 6 seconds.
 RY0055
 RY0055.The orthometric height was determined by differential leveling
 RY0055.and adjusted by the National Geodetic Survey in June 1991..
 RY0055
 RY0055.The geoid height was determined by GEOID03.
 RY0055
 RY0055.The dynamic height is computed by dividing the NAVD 88
 RY0055.geopotential number by the normal gravity value computed on the
 RY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0055.degrees latitude (g = 980.6199 gals.).
 RY0055
 RY0055.The modeled gravity was interpolated from observed gravity values.
 RY0055
 RY0055;                    North         East    Units  Estimated Accuracy
 RY0055;SPC MT       -   298,660.      256,210.      MT  (+/- 180 meters Scaled)
 RY0055
 RY0055                          SUPERSEDED SURVEY CONTROL
 RY0055
 RY0055  NGVD 29 (??/??/92)  971.414  (m)         3187.05   (f) ADJ UNCH    1 2
 RY0055
 RY0055.Superseded values are not recommended for survey control.
 RY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0055.See file dsdata.txt to determine how the superseded data were derived.
 RY0055
 RY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM277926(NAD 83)
 RY0055_MARKER: DB = BENCH MARK DISK
 RY0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0055_STAMPING: G 476 1944
 RY0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0055+STABILITY: SURFACE MOTION
 RY0055
 RY0055  HISTORY     - Date     Condition        Report By
 RY0055  HISTORY     - 1944     MONUMENTED       CGS
 RY0055  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0055  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0055
 RY0055                          STATION DESCRIPTION
 RY0055
 RY0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RY0055'3 MI SW FROM MISSOULA.
 RY0055'3 MILES SOUTHWEST OF MISSOULA, AT HALE AIRPORT, NEAR THE FAIRGROUNDS,
 RY0055'ON THE EAST SIDE OF THE ROAD FROM THE ENTRANCE TO THE FAIRGROUNDS, 33
 RY0055'FEET EAST OF THE CENTERLINE OF THE STREET LEADING SOUTH TO THE
 RY0055'AIRPORT, 32 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST STREET,
 RY0055'3.5 FEET SOUTHEAST OF A FENCE CORNER, AND 3.5 FEET EAST OF A WHITE
 RY0055'WOODEN WITNESS POST.  AN IRON DISK, STAMPED G 476 1944 AND SET IN THE
 RY0055'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 RY0055
 RY0055                          STATION RECOVERY (1964)
 RY0055
 RY0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0055'MARK NOT FOUND.
 RY0055
 RY0055                          STATION RECOVERY (1980)
 RY0055
 RY0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0055'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RY0055'AIRPORT IS GONE AND THE ROADS WIDENED IN THE DESCRIBED LOCATION,
 RY0055'MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0008 ***********************************************************************
 QZ0008  DESIGNATION -  G 477
 QZ0008  PID         -  QZ0008
 QZ0008  STATE/COUNTY-  MT/RAVALLI
 QZ0008  USGS QUAD   -  BURNT RIDGE (1964)
 QZ0008
 QZ0008                         *CURRENT SURVEY CONTROL
 QZ0008  ___________________________________________________________________
 QZ0008* NAD 83(1986)-  45 53 30.     (N)    114 11 30.     (W)     SCALED    
 QZ0008* NAVD 88     -      1270.977  (meters)    4169.86   (feet)  ADJUSTED  
 QZ0008  ___________________________________________________________________
 QZ0008  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 QZ0008  DYNAMIC HT  -        1270.561 (meters)    4168.50  (feet)  COMP
 QZ0008  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 QZ0008
 QZ0008  VERT ORDER  -  FIRST     CLASS II
 QZ0008
 QZ0008.The horizontal coordinates were scaled from a topographic map and have
 QZ0008.an estimated accuracy of +/- 6 seconds.
 QZ0008
 QZ0008.The orthometric height was determined by differential leveling
 QZ0008.and adjusted by the National Geodetic Survey in June 1991..
 QZ0008
 QZ0008.The geoid height was determined by GEOID03.
 QZ0008
 QZ0008.The dynamic height is computed by dividing the NAVD 88
 QZ0008.geopotential number by the normal gravity value computed on the
 QZ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0008.degrees latitude (g = 980.6199 gals.).
 QZ0008
 QZ0008.The modeled gravity was interpolated from observed gravity values.
 QZ0008
 QZ0008;                    North         East    Units  Estimated Accuracy
 QZ0008;SPC MT       -   193,340.      236,230.      MT  (+/- 180 meters Scaled)
 QZ0008
 QZ0008                          SUPERSEDED SURVEY CONTROL
 QZ0008
 QZ0008  NGVD 29 (??/??/92) 1269.811  (m)         4166.04   (f) ADJ UNCH    1 2
 QZ0008
 QZ0008.Superseded values are not recommended for survey control.
 QZ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0008.See file dsdata.txt to determine how the superseded data were derived.
 QZ0008
 QZ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL178858(NAD 83)
 QZ0008_MARKER: DB = BENCH MARK DISK
 QZ0008_SETTING: 80 = SET IN A BOULDER
 QZ0008_SP_SET: BOULDER
 QZ0008_STAMPING: G 477 1945
 QZ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0008+STABILITY: SURFACE MOTION
 QZ0008
 QZ0008  HISTORY     - Date     Condition        Report By
 QZ0008  HISTORY     - 1945     MONUMENTED       CGS
 QZ0008  HISTORY     - 1964     GOOD             USGS
 QZ0008
 QZ0008                          STATION DESCRIPTION
 QZ0008
 QZ0008'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QZ0008'4.3 MI SW FROM CONNER.
 QZ0008'4.3 MILES SOUTHWEST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST
 QZ0008'OFFICE AT CONNER, RAVALLI COUNTY, 0.6 MILE WEST ALONG PIERCE CR. ROAD,
 QZ0008'61 FEET WEST OF THE CENTERLINE OF THE ROAD, 211 FEET SOUTHWEST OF A
 QZ0008'WHITE PAINTED POST MARKED 11 CHAINS TO 1/4 SECTION CORNER T 2 N R 21 W
 QZ0008'27/34 IN THE TOP OF A LARGE LONE BOULDER ABOUT 3 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0064 ***********************************************************************
 TN0064  DESIGNATION -  G 478
 TN0064  PID         -  TN0064
 TN0064  STATE/COUNTY-  MT/FLATHEAD
 TN0064  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0064
 TN0064                         *CURRENT SURVEY CONTROL
 TN0064  ___________________________________________________________________
 TN0064* NAD 83(1986)-  48 26 12.     (N)    114 10 05.     (W)     SCALED    
 TN0064* NAVD 88     -      1011.532  (meters)    3318.67   (feet)  ADJUSTED  
 TN0064  ___________________________________________________________________
 TN0064  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 TN0064  DYNAMIC HT  -        1011.519 (meters)    3318.63  (feet)  COMP
 TN0064  MODELED GRAV-     980,565.3   (mgal)                       NAVD 88
 TN0064
 TN0064  VERT ORDER  -  FIRST     CLASS II
 TN0064
 TN0064.The horizontal coordinates were scaled from a topographic map and have
 TN0064.an estimated accuracy of +/- 6 seconds.
 TN0064
 TN0064.The orthometric height was determined by differential leveling
 TN0064.and adjusted by the National Geodetic Survey in June 1991..
 TN0064
 TN0064.The geoid height was determined by GEOID03.
 TN0064
 TN0064.The dynamic height is computed by dividing the NAVD 88
 TN0064.geopotential number by the normal gravity value computed on the
 TN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0064.degrees latitude (g = 980.6199 gals.).
 TN0064
 TN0064.The modeled gravity was interpolated from observed gravity values.
 TN0064
 TN0064;                    North         East    Units  Estimated Accuracy
 TN0064;SPC MT       -   475,520.      254,900.      MT  (+/- 180 meters Scaled)
 TN0064
 TN0064                          SUPERSEDED SURVEY CONTROL
 TN0064
 TN0064  NGVD 29 (??/??/92) 1010.364  (m)         3314.84   (f) ADJ UNCH    1 2
 TN0064
 TN0064.Superseded values are not recommended for survey control.
 TN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0064.See file dsdata.txt to determine how the superseded data were derived.
 TN0064
 TN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP094687(NAD 83)
 TN0064_MARKER: DB = BENCH MARK DISK
 TN0064_SETTING: 0 = UNSPECIFIED SETTING
 TN0064_STAMPING: G 478 1946
 TN0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0064
 TN0064  HISTORY     - Date     Condition        Report By
 TN0064  HISTORY     - 1946     MONUMENTED       CGS
 TN0064  HISTORY     - 1971     GOOD             NGS
 TN0064
 TN0064                          STATION DESCRIPTION
 TN0064
 TN0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 TN0064'4.8 MI N FROM COLUMBIA FALLS.
 TN0064'REACHED FROM THE INTERSECTION OF RAILROAD STREET AND NUCLEUS AVE. AT
 TN0064'THE RAILROAD DEPOT IN THE NORTH PART OF COLUMBIA FALLS, BY GOING EAST
 TN0064'ON RAILROAD STREET FOR 0.85 MILES, CROSS RAILROAD TRACKS AND CONTINUE
 TN0064'0.5 MILE TO A FORK, KEEP LEFT, 3.4 MILES TO THE MARK ON THE LEFT, 1.15
 TN0064'MILES NORTH OF F-478, 78 FEET SOUTHWEST OF THE PROPOSED CENTERLINE OF
 TN0064'THE NEW ROAD, 4 FEET SOUTHWEST OF THE CLEARING LINE, ABOUT 1 FOOT
 TN0064'LOWER THAN THE ROAD AND PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0036 ***********************************************************************
 TN0036  DESIGNATION -  G 479
 TN0036  PID         -  TN0036
 TN0036  STATE/COUNTY-  MT/FLATHEAD
 TN0036  USGS QUAD   -  POLEBRIDGE (1994)
 TN0036
 TN0036                         *CURRENT SURVEY CONTROL
 TN0036  ___________________________________________________________________
 TN0036* NAD 83(1986)-  48 49 05.     (N)    114 21 35.     (W)     SCALED    
 TN0036* NAVD 88     -      1188.605  (meters)    3899.61   (feet)  ADJUSTED  
 TN0036  ___________________________________________________________________
 TN0036  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 TN0036  DYNAMIC HT  -        1188.590 (meters)    3899.57  (feet)  COMP
 TN0036  MODELED GRAV-     980,556.8   (mgal)                       NAVD 88
 TN0036
 TN0036  VERT ORDER  -  FIRST     CLASS II
 TN0036
 TN0036.The horizontal coordinates were scaled from a topographic map and have
 TN0036.an estimated accuracy of +/- 6 seconds.
 TN0036
 TN0036.The orthometric height was determined by differential leveling
 TN0036.and adjusted by the National Geodetic Survey in June 1991..
 TN0036
 TN0036.The geoid height was determined by GEOID03.
 TN0036
 TN0036.The dynamic height is computed by dividing the NAVD 88
 TN0036.geopotential number by the normal gravity value computed on the
 TN0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0036.degrees latitude (g = 980.6199 gals.).
 TN0036
 TN0036.The modeled gravity was interpolated from observed gravity values.
 TN0036
 TN0036;                    North         East    Units  Estimated Accuracy
 TN0036;SPC MT       -   518,700.      243,380.      MT  (+/- 180 meters Scaled)
 TN0036
 TN0036                          SUPERSEDED SURVEY CONTROL
 TN0036
 TN0036  NGVD 29 (??/??/92) 1187.392  (m)         3895.64   (f) ADJ UNCH    1 2
 TN0036
 TN0036.Superseded values are not recommended for survey control.
 TN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0036.See file dsdata.txt to determine how the superseded data were derived.
 TN0036
 TN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ938105(NAD 83)
 TN0036_MARKER: DB = BENCH MARK DISK
 TN0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0036_STAMPING: G 479 1946
 TN0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0036+STABILITY: SURFACE MOTION
 TN0036
 TN0036  HISTORY     - Date     Condition        Report By
 TN0036  HISTORY     - 1946     MONUMENTED       CGS
 TN0036
 TN0036                          STATION DESCRIPTION
 TN0036
 TN0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0036'5.8 MI NW FROM POLEBRIDGE.
 TN0036'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  5.5 MILES NORTHWEST ALONG
 TN0036'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, AT THE
 TN0036'JUNCTION OF RED MEADOW ROAD NO. 115 AND NORTH FORK ROAD, 60.0 FEET
 TN0036'NORTHWEST OF CENTERLINE OF THE RED MEADOW ROAD, 57.0 FEET SOUTHWEST OF
 TN0036'CENTERLINE OF THE NORTH FORK ROAD, 16.8 FEET NORTHEAST OF A PINE TREE
 TN0036'WITH A TRIANGULAR BLAZE, 14.6 FEET WEST OF A PINE TREE WITH A
 TN0036'TRIANGULAR BLAZE, AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0571 ***********************************************************************
 SR0571  DESIGNATION -  G 48
 SR0571  PID         -  SR0571
 SR0571  STATE/COUNTY-  MT/JUDITH BASIN
 SR0571  USGS QUAD   -  KOLIN (1970)
 SR0571
 SR0571                         *CURRENT SURVEY CONTROL
 SR0571  ___________________________________________________________________
 SR0571* NAD 83(1986)-  47 06 22.     (N)    109 46 23.     (W)     SCALED    
 SR0571* NAVD 88     -      1202.888  (meters)    3946.47   (feet)  ADJUSTED  
 SR0571  ___________________________________________________________________
 SR0571  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 SR0571  DYNAMIC HT  -        1202.745 (meters)    3946.01  (feet)  COMP
 SR0571  MODELED GRAV-     980,452.9   (mgal)                       NAVD 88
 SR0571
 SR0571  VERT ORDER  -  FIRST     CLASS II
 SR0571
 SR0571.The horizontal coordinates were scaled from a topographic map and have
 SR0571.an estimated accuracy of +/- 6 seconds.
 SR0571
 SR0571.The orthometric height was determined by differential leveling
 SR0571.and adjusted by the National Geodetic Survey in June 1991..
 SR0571
 SR0571.The geoid height was determined by GEOID03.
 SR0571
 SR0571.The dynamic height is computed by dividing the NAVD 88
 SR0571.geopotential number by the normal gravity value computed on the
 SR0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0571.degrees latitude (g = 980.6199 gals.).
 SR0571
 SR0571.The modeled gravity was interpolated from observed gravity values.
 SR0571
 SR0571;                    North         East    Units  Estimated Accuracy
 SR0571;SPC MT       -   317,400.      579,290.      MT  (+/- 180 meters Scaled)
 SR0571
 SR0571                          SUPERSEDED SURVEY CONTROL
 SR0571
 SR0571  NGVD 29 (??/??/92) 1201.993  (m)         3943.54   (f) ADJ UNCH    1 2
 SR0571
 SR0571.Superseded values are not recommended for survey control.
 SR0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0571.See file dsdata.txt to determine how the superseded data were derived.
 SR0571
 SR0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT930176(NAD 83)
 SR0571_MARKER: DB = BENCH MARK DISK
 SR0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0571_SP_SET: BUILDING
 SR0571_STAMPING: G 48 1933 4943.539
 SR0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0571
 SR0571  HISTORY     - Date     Condition        Report By
 SR0571  HISTORY     - 1933     MONUMENTED       CGS
 SR0571  HISTORY     - 1961     GOOD             NGS
 SR0571
 SR0571                          STATION DESCRIPTION
 SR0571
 SR0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0571'IN KOLIN.
 SR0571'AT KOLIN, 10 POLES NORTHEAST OF MILEPOST 7, 189 FEET SOUTH OF AND
 SR0571'ACROSS A ROAD FROM THE SOUTH CORNER OF THE GREAT NORTHERN RAILWAY
 SR0571'STATION, SET VERTICALLY IN THE NORTHWEST FACE OF THE BRICK POST OFFICE
 SR0571'BUILDING, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 SR0571'SOUTHWEST OF THE NORTH CORNER OF THE POST OFFICE BUILDING, AND ABOUT 2
 SR0571'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0009 ***********************************************************************
 TN0009  DESIGNATION -  G 480
 TN0009  PID         -  TN0009
 TN0009  STATE/COUNTY-  MT/FLATHEAD
 TN0009  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0009
 TN0009                         *CURRENT SURVEY CONTROL
 TN0009  ___________________________________________________________________
 TN0009* NAD 83(1986)-  48 34 22.     (N)    114 08 33.     (W)     SCALED    
 TN0009* NAVD 88     -      1003.312  (meters)    3291.70   (feet)  ADJUSTED  
 TN0009  ___________________________________________________________________
 TN0009  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TN0009  DYNAMIC HT  -        1003.314 (meters)    3291.71  (feet)  COMP
 TN0009  MODELED GRAV-     980,580.2   (mgal)                       NAVD 88
 TN0009
 TN0009  VERT ORDER  -  FIRST     CLASS II
 TN0009
 TN0009.The horizontal coordinates were scaled from a topographic map and have
 TN0009.an estimated accuracy of +/- 6 seconds.
 TN0009
 TN0009.The orthometric height was determined by differential leveling
 TN0009.and adjusted by the National Geodetic Survey in June 1991..
 TN0009
 TN0009.The geoid height was determined by GEOID03.
 TN0009
 TN0009.The dynamic height is computed by dividing the NAVD 88
 TN0009.geopotential number by the normal gravity value computed on the
 TN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0009.degrees latitude (g = 980.6199 gals.).
 TN0009
 TN0009.The modeled gravity was interpolated from observed gravity values.
 TN0009
 TN0009;                    North         East    Units  Estimated Accuracy
 TN0009;SPC MT       -   490,510.      257,690.      MT  (+/- 180 meters Scaled)
 TN0009
 TN0009                          SUPERSEDED SURVEY CONTROL
 TN0009
 TN0009  NGVD 29 (??/??/92) 1002.142  (m)         3287.86   (f) ADJ UNCH    1 2
 TN0009
 TN0009.Superseded values are not recommended for survey control.
 TN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0009.See file dsdata.txt to determine how the superseded data were derived.
 TN0009
 TN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP107839(NAD 83)
 TN0009_MARKER: DB = BENCH MARK DISK
 TN0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0009_STAMPING: G 480 1946
 TN0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0009+STABILITY: SURFACE MOTION
 TN0009
 TN0009  HISTORY     - Date     Condition        Report By
 TN0009  HISTORY     - 1946     MONUMENTED       CGS
 TN0009  HISTORY     - 1968     GOOD             USGS
 TN0009
 TN0009                          STATION DESCRIPTION
 TN0009
 TN0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0009'17.4 MI N FROM COLUMBIA FALLS.
 TN0009'17.4 MILES NORTH ALONG THE NORTH FORK ROAD FROM THE GREAT NORTHERN
 TN0009'RAILWAY STATION AT COLUMBIA FALLS, 2.8 MILES SOUTH OF THE BIG CREEK
 TN0009'RANGER STATION, 330.0 FEET NORTHWEST OF THE WEST END OF A LONG DEEP
 TN0009'CUT AND A CURVE, 38.0 FEET SOUTHWEST OF CENTERLINE OF THE ROAD, 2.5
 TN0009'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 TN0009'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- RANGER STATION IS NOW A
 TN0009'WORK CAMP.
 TN0009
 TN0009                          STATION RECOVERY (1968)
 TN0009
 TN0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TN0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0223 ***********************************************************************
 TN0223  DESIGNATION -  G 481
 TN0223  PID         -  TN0223
 TN0223  STATE/COUNTY-  MT/FLATHEAD
 TN0223  USGS QUAD   -  RADNOR (1994)
 TN0223
 TN0223                         *CURRENT SURVEY CONTROL
 TN0223  ___________________________________________________________________
 TN0223* NAD 83(1986)-  48 35 12.     (N)    114 37 41.     (W)     SCALED    
 TN0223* NAVD 88     -       979.148  (meters)    3212.42   (feet)  ADJUSTED  
 TN0223  ___________________________________________________________________
 TN0223  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 TN0223  DYNAMIC HT  -         979.138 (meters)    3212.39  (feet)  COMP
 TN0223  MODELED GRAV-     980,568.4   (mgal)                       NAVD 88
 TN0223
 TN0223  VERT ORDER  -  FIRST     CLASS II
 TN0223
 TN0223.The horizontal coordinates were scaled from a topographic map and have
 TN0223.an estimated accuracy of +/- 6 seconds.
 TN0223
 TN0223.The orthometric height was determined by differential leveling
 TN0223.and adjusted by the National Geodetic Survey in June 1991..
 TN0223
 TN0223.The geoid height was determined by GEOID03.
 TN0223
 TN0223.The dynamic height is computed by dividing the NAVD 88
 TN0223.geopotential number by the normal gravity value computed on the
 TN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0223.degrees latitude (g = 980.6199 gals.).
 TN0223
 TN0223.The modeled gravity was interpolated from observed gravity values.
 TN0223
 TN0223;                    North         East    Units  Estimated Accuracy
 TN0223;SPC MT       -   494,290.      222,030.      MT  (+/- 180 meters Scaled)
 TN0223
 TN0223                          SUPERSEDED SURVEY CONTROL
 TN0223
 TN0223  NGVD 29 (??/??/92)  977.894  (m)         3208.31   (f) ADJ UNCH    1 2
 TN0223
 TN0223.Superseded values are not recommended for survey control.
 TN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0223.See file dsdata.txt to determine how the superseded data were derived.
 TN0223
 TN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP749842(NAD 83)
 TN0223_MARKER: DB = BENCH MARK DISK
 TN0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0223_STAMPING: G 481 1946
 TN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0223+STABILITY: SURFACE MOTION
 TN0223
 TN0223  HISTORY     - Date     Condition        Report By
 TN0223  HISTORY     - 1946     MONUMENTED       CGS
 TN0223
 TN0223                          STATION DESCRIPTION
 TN0223
 TN0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0223'3.5 MI NW FROM OLNEY.
 TN0223'3.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0223'AT OLNEY, FLATHEAD COUNTY, 850 FEET NORTHWEST OF MILEPOST 1240, ACROSS
 TN0223'THE TRACK FROM THE NORTH CORNER OF A LAKE, 37.6 FEET NORTHEAST OF THE
 TN0223'NORTHEAST RAIL, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD
 TN0223'DISK, STAMPED G 481 1946 AND WELDED ON THE TOP OF A 4-INCH IRON PIPE
 TN0223'SET IN CONCRETE AND PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0198 ***********************************************************************
 TN0198  DESIGNATION -  G 482
 TN0198  PID         -  TN0198
 TN0198  STATE/COUNTY-  MT/LINCOLN
 TN0198  USGS QUAD   -  FORTINE (1983)
 TN0198
 TN0198                         *CURRENT SURVEY CONTROL
 TN0198  ___________________________________________________________________
 TN0198* NAD 83(1986)-  48 46 44.     (N)    114 56 27.     (W)     SCALED    
 TN0198* NAVD 88     -       876.045  (meters)    2874.16   (feet)  ADJUSTED  
 TN0198  ___________________________________________________________________
 TN0198  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 TN0198  DYNAMIC HT  -         876.077 (meters)    2874.26  (feet)  COMP
 TN0198  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 TN0198
 TN0198  VERT ORDER  -  FIRST     CLASS II
 TN0198
 TN0198.The horizontal coordinates were scaled from a topographic map and have
 TN0198.an estimated accuracy of +/- 6 seconds.
 TN0198
 TN0198.The orthometric height was determined by differential leveling
 TN0198.and adjusted by the National Geodetic Survey in June 1991..
 TN0198
 TN0198.The geoid height was determined by GEOID03.
 TN0198
 TN0198.The dynamic height is computed by dividing the NAVD 88
 TN0198.geopotential number by the normal gravity value computed on the
 TN0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0198.degrees latitude (g = 980.6199 gals.).
 TN0198
 TN0198.The modeled gravity was interpolated from observed gravity values.
 TN0198
 TN0198;                    North         East    Units  Estimated Accuracy
 TN0198;SPC MT       -   517,160.      200,500.      MT  (+/- 180 meters Scaled)
 TN0198
 TN0198                          SUPERSEDED SURVEY CONTROL
 TN0198
 TN0198  NGVD 29 (??/??/92)  874.817  (m)         2870.13   (f) ADJ UNCH    1 2
 TN0198
 TN0198.Superseded values are not recommended for survey control.
 TN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0198.See file dsdata.txt to determine how the superseded data were derived.
 TN0198
 TN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ512049(NAD 83)
 TN0198_MARKER: DB = BENCH MARK DISK
 TN0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0198_STAMPING: G 482 1946
 TN0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0198+STABILITY: SURFACE MOTION
 TN0198
 TN0198  HISTORY     - Date     Condition        Report By
 TN0198  HISTORY     - 1946     MONUMENTED       CGS
 TN0198
 TN0198                          STATION DESCRIPTION
 TN0198
 TN0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0198'2.6 MI NW FROM FORTINE.
 TN0198'2.6 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0198'AT FORTINE, LINCOLN COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 1263, 285
 TN0198'FEET NORTHWEST OF SEMAPHORES 1262.5 AND 1262.6, 20 RAILS SOUTHEAST OF
 TN0198'THE SOUTHEAST END OF A DEEP CUT, 64.9 FEET NORTHEAST OF THE NORTHEAST
 TN0198'RAIL, 34.9 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 10.7 FEET
 TN0198'SOUTHEAST OF A PINE TREE WITH A TRIANGULAR BLAZE, AND ABOUT 1 FOOT
 TN0198'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 482 1946 AND WELDED
 TN0198'ON THE TOP OF A 3-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.3
 TN0198'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0149 ***********************************************************************
 QW0149  DESIGNATION -  G 483
 QW0149  PID         -  QW0149
 QW0149  STATE/COUNTY-  MT/YELLOWSTONE
 QW0149  USGS QUAD   -  BILLINGS WEST (1975)
 QW0149
 QW0149                         *CURRENT SURVEY CONTROL
 QW0149  ___________________________________________________________________
 QW0149* NAD 83(1999)-  45 45 19.73402(N)    108 33 24.32670(W)     ADJUSTED  
 QW0149* NAVD 88     -       966.718  (meters)    3171.64   (feet)  ADJUSTED  
 QW0149  ___________________________________________________________________
 QW0149  X           -  -1,418,888.954 (meters)                     COMP
 QW0149  Y           -  -4,226,692.962 (meters)                     COMP
 QW0149  Z           -   4,547,009.506 (meters)                     COMP
 QW0149  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 QW0149  ELLIP HEIGHT-         953.44  (meters)          (04/09/03) GPS OBS
 QW0149  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 QW0149  DYNAMIC HT  -         966.510 (meters)    3170.96  (feet)  COMP
 QW0149  MODELED GRAV-     980,367.9   (mgal)                       NAVD 88
 QW0149
 QW0149  HORZ ORDER  -  FIRST
 QW0149  VERT ORDER  -  FIRST     CLASS II
 QW0149  ELLP ORDER  -  FOURTH    CLASS II
 QW0149
 QW0149.The horizontal coordinates were established by GPS observations
 QW0149.and adjusted by the National Geodetic Survey in April 2003..
 QW0149.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0149.DATUM ITEM on the data sheet items page.
 QW0149
 QW0149.The orthometric height was determined by differential leveling
 QW0149.and adjusted by the National Geodetic Survey in June 1991..
 QW0149
 QW0149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0149
 QW0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0149
 QW0149.The ellipsoidal height was determined by GPS observations
 QW0149.and is referenced to NAD 83.
 QW0149
 QW0149.The geoid height was determined by GEOID03.
 QW0149
 QW0149.The dynamic height is computed by dividing the NAVD 88
 QW0149.geopotential number by the normal gravity value computed on the
 QW0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0149.degrees latitude (g = 980.6199 gals.).
 QW0149
 QW0149.The modeled gravity was interpolated from observed gravity values.
 QW0149
 QW0149;                    North         East     Units Scale Factor Converg.
 QW0149;SPC MT       -   167,753.013   673,358.986   MT  0.99963063   +0 41 23.9
 QW0149;SPC MT       -   550,370.78  2,209,183.02   iFT  0.99963063   +0 41 23.9
 QW0149;UTM  12      - 5,069,783.577   690,016.102   MT  1.00004391   +1 45 02.8
 QW0149
 QW0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0149!SPC MT       -   0.99985055  x   0.99963063  =   0.99948123
 QW0149!UTM  12      -   0.99985055  x   1.00004391  =   0.99989445
 QW0149
 QW0149                          SUPERSEDED SURVEY CONTROL
 QW0149
 QW0149  NAVD 88 (04/09/03)  966.72   (m)         3171.6    (f) LEVELING    3  
 QW0149  NGVD 29 (??/??/92)  965.934  (m)         3169.07   (f) ADJ UNCH    1 2
 QW0149
 QW0149.Superseded values are not recommended for survey control.
 QW0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0149.See file dsdata.txt to determine how the superseded data were derived.
 QW0149
 QW0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9001669784(NAD 83)
 QW0149_MARKER: DB = BENCH MARK DISK
 QW0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0149_SP_SET: 37.5 FT.
 QW0149_STAMPING: G 483 1957
 QW0149_MARK LOGO: CGS   
 QW0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0149+STABILITY: SURFACE MOTION
 QW0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0149+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 QW0149
 QW0149  HISTORY     - Date     Condition        Report By
 QW0149  HISTORY     - 1957     MONUMENTED       CGS
 QW0149  HISTORY     - 1981     GOOD             NGS
 QW0149  HISTORY     - 20030210 GOOD             INDIV
 QW0149  HISTORY     - 20060202 GOOD             ADACLA
 QW0149
 QW0149                          STATION DESCRIPTION
 QW0149
 QW0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0149'3.45 MI SW FROM BILLINGS.
 QW0149'ABOUT 3.45 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0149'STATION AT BILLINGS, IN SECTION 7, T 1 S, R 26 E, 7 FEET WEST OF THE
 QW0149'3RD POLE SOUTHWEST OF MILEPOST 3, 38 FEET SOUTHEAST OF THE SOUTHEAST
 QW0149'RAIL OF THE EAST BOUND TRACK, 242 FEET EAST-NORTHEASTT OF THE CENTER
 QW0149'OF A ROAD CROSSING, 77 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 QW0149'HIGHWAYS 10 AND 12, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 QW0149'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND ABOUT LEVEL WITH THE
 QW0149'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 QW0149'TO A DEPTH OF 37 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 QW0149'PROJECTS 6 INCHES.
 QW0149
 QW0149                          STATION RECOVERY (1981)
 QW0149
 QW0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0149'RECOVERED IN GOOD CONDITION.
 QW0149
 QW0149                          STATION RECOVERY (2003)
 QW0149
 QW0149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DEM)
 QW0149'RECOVERED IN GOOD CONDITION, ADDITIONAL NOTE FOLLOWS.
 QW0149' 
 QW0149'OWNERSHIP - MONTANA RAIL LINK.
 QW0149' 
 QW0149'ACCESS TO POINT IS A MONTANA RAIL LINK (MRL) RAILROAD CROSSING, WHICH
 QW0149'IS ON THE SOUTH SIDE
 QW0149'OF KING AVENUE WEST AND IS 0.15 MI (0.24 KM) EAST OF THE INTERSECTION
 QW0149'OF 18TH STREET WEST.
 QW0149'THENCE SE 160 FT (48.8 M) ACROSS 3 SETS OF RAILROAD TRACKS, THENCE
 QW0149'NORTHEAST AROUND A
 QW0149'DRAINAGE DITCH 240 FT (73.2M) TO STATION.
 QW0149' 
 QW0149'STATION IS 38 FT SOUTHEAST OF THE NEAR RAIL OF THE RAILROAD TRACK, 7
 QW0149'FT (2.1 M) NORTHWEST
 QW0149'OF A TELEPHONE POLE AND 1.5 FT (0.46 M) SOUTHWEST OF A STEEL WITNESS
 QW0149'POST.
 QW0149' 
 QW0149'
 QW0149
 QW0149                          STATION RECOVERY (2006)
 QW0149
 QW0149'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 QW0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0166 ***********************************************************************
 QW0166  DESIGNATION -  G 484
 QW0166  PID         -  QW0166
 QW0166  STATE/COUNTY-  MT/YELLOWSTONE
 QW0166  USGS QUAD   -  BILLINGS EAST (1975)
 QW0166
 QW0166                         *CURRENT SURVEY CONTROL
 QW0166  ___________________________________________________________________
 QW0166* NAD 83(1986)-  45 47 01.     (N)    108 29 56.     (W)     SCALED    
 QW0166* NAVD 88     -       953.518  (meters)    3128.33   (feet)  ADJUSTED  
 QW0166  ___________________________________________________________________
 QW0166  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 QW0166  DYNAMIC HT  -         953.322 (meters)    3127.69  (feet)  COMP
 QW0166  MODELED GRAV-     980,378.5   (mgal)                       NAVD 88
 QW0166
 QW0166  VERT ORDER  -  FIRST     CLASS II
 QW0166
 QW0166.The horizontal coordinates were scaled from a topographic map and have
 QW0166.an estimated accuracy of +/- 6 seconds.
 QW0166
 QW0166.The orthometric height was determined by differential leveling
 QW0166.and adjusted by the National Geodetic Survey in June 1991..
 QW0166
 QW0166.The geoid height was determined by GEOID03.
 QW0166
 QW0166.The dynamic height is computed by dividing the NAVD 88
 QW0166.geopotential number by the normal gravity value computed on the
 QW0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0166.degrees latitude (g = 980.6199 gals.).
 QW0166
 QW0166.The modeled gravity was interpolated from observed gravity values.
 QW0166
 QW0166;                    North         East    Units  Estimated Accuracy
 QW0166;SPC MT       -   170,930.      677,820.      MT  (+/- 180 meters Scaled)
 QW0166
 QW0166                          SUPERSEDED SURVEY CONTROL
 QW0166
 QW0166  NGVD 29 (??/??/92)  952.763  (m)         3125.86   (f) ADJ UNCH    1 2
 QW0166
 QW0166.Superseded values are not recommended for survey control.
 QW0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0166.See file dsdata.txt to determine how the superseded data were derived.
 QW0166
 QW0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR944730(NAD 83)
 QW0166_MARKER: DB = BENCH MARK DISK
 QW0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0166_SP_SET: BUILDING
 QW0166_STAMPING: G 484 1957
 QW0166_MARK LOGO: CGS   
 QW0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0166
 QW0166  HISTORY     - Date     Condition        Report By
 QW0166  HISTORY     - 1957     MONUMENTED       CGS
 QW0166  HISTORY     - 1981     GOOD             NGS
 QW0166  HISTORY     - 20051228 GOOD             GEOCAC
 QW0166
 QW0166                          STATION DESCRIPTION
 QW0166
 QW0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0166'IN BILLINGS.
 QW0166'AT BILLINGS, ALONG THE NORTHERN PACIFIC RAILWAY, AT THE STATION, IN
 QW0166'SECTION 3, T 1 S, R 26 E, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 QW0166'BUILDING, 27 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 6 1/2 FEET
 QW0166'NORTHEAST OF THE CENTER LINE OF THE ENTRANCE DOOR, AND ABOUT 3 1/2
 QW0166'FEET ABOVE THE PLATFORM.
 QW0166
 QW0166                          STATION RECOVERY (1981)
 QW0166
 QW0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0166'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION (QUAD 451084,
 QW0166'LINE 101) IS ADEQUATE EXCEPT THE RAILROAD IS NOW THE BURLINGTON
 QW0166'NORTHERN RAILROAD.
 QW0166
 QW0166                          STATION RECOVERY (2005)
 QW0166
 QW0166'RECOVERY NOTE BY GEOCACHING 2005 (KDD)
 QW0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0125 ***********************************************************************
 QW0125  DESIGNATION -  G 485
 QW0125  PID         -  QW0125
 QW0125  STATE/COUNTY-  MT/YELLOWSTONE
 QW0125  USGS QUAD   -  LAUREL (1969)
 QW0125
 QW0125                         *CURRENT SURVEY CONTROL
 QW0125  ___________________________________________________________________
 QW0125* NAD 83(1986)-  45 41 37.     (N)    108 46 17.     (W)     SCALED    
 QW0125* NAVD 88     -      1061.189  (meters)    3481.58   (feet)  ADJUSTED  
 QW0125  ___________________________________________________________________
 QW0125  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 QW0125  DYNAMIC HT  -        1060.959 (meters)    3480.83  (feet)  COMP
 QW0125  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 QW0125
 QW0125  VERT ORDER  -  FIRST     CLASS II
 QW0125
 QW0125.The horizontal coordinates were scaled from a topographic map and have
 QW0125.an estimated accuracy of +/- 6 seconds.
 QW0125
 QW0125.The orthometric height was determined by differential leveling
 QW0125.and adjusted by the National Geodetic Survey in June 1991..
 QW0125
 QW0125.The geoid height was determined by GEOID03.
 QW0125
 QW0125.The dynamic height is computed by dividing the NAVD 88
 QW0125.geopotential number by the normal gravity value computed on the
 QW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0125.degrees latitude (g = 980.6199 gals.).
 QW0125
 QW0125.The modeled gravity was interpolated from observed gravity values.
 QW0125
 QW0125;                    North         East    Units  Estimated Accuracy
 QW0125;SPC MT       -   160,700.      656,730.      MT  (+/- 180 meters Scaled)
 QW0125
 QW0125                          SUPERSEDED SURVEY CONTROL
 QW0125
 QW0125  NGVD 29 (??/??/92) 1060.383  (m)         3478.94   (f) ADJ UNCH    1 2
 QW0125
 QW0125.Superseded values are not recommended for survey control.
 QW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0125.See file dsdata.txt to determine how the superseded data were derived.
 QW0125
 QW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR735624(NAD 83)
 QW0125_MARKER: DB = BENCH MARK DISK
 QW0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0125_STAMPING: G 485 1957
 QW0125_MARK LOGO: CGS   
 QW0125_PROJECTION: PROJECTING 8 CENTIMETERS
 QW0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0125+STABILITY: SURFACE MOTION
 QW0125
 QW0125  HISTORY     - Date     Condition        Report By
 QW0125  HISTORY     - 1957     MONUMENTED       CGS
 QW0125  HISTORY     - 1980     GOOD             NGS
 QW0125
 QW0125                          STATION DESCRIPTION
 QW0125
 QW0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0125'1.8 MI N FROM LAUREL.
 QW0125'ABOUT 1.0 MILE NORTH ALONG 1ST AVENUE FROM THE CITY HALL AT LAUREL,
 QW0125'THENCE 0.8 MILE NORTH ALONG AIRPORT ROAD, AT THE LAUREL CEMETARY, IN
 QW0125'SECTION 4, T 2 S, R 24 E, 39 FEET EAST OF THE CENTER LINE OF THE ROAD,
 QW0125'5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE AROUND THE
 QW0125'CEMETARY, 5 1/2 FEET NORTH-NORTHWEST OF A POWER POLE, 1 FOOT WEST OF A
 QW0125'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 QW0125'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QW0125
 QW0125                          STATION RECOVERY (1980)
 QW0125
 QW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QW0125'2.1 KM (1.3 MI) NORTH ALONG 1ST STREET FROM THE POST OFFICE IN
 QW0125'LAUREL, AT THE JUNCTION OF AIRPORT ROAD, AT THE SOUTHWEST CORNER OF
 QW0125'THE LAUREL CEMETERY, 11.9 METERS (39.0 FT) EAST OF THE CENTERLINE
 QW0125'OF THE ROAD, 1.7 METERS (5.5 FT) NORTH-NORTHWEST OF A UTILITY POLE,
 QW0125'1.5 METERS (5.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE.
 QW0125'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0180 ***********************************************************************
 QV0180  DESIGNATION -  G 486
 QV0180  PID         -  QV0180
 QV0180  STATE/COUNTY-  MT/BIG HORN
 QV0180  USGS QUAD   -  GOOD LUCK CREEK (1967)
 QV0180
 QV0180                         *CURRENT SURVEY CONTROL
 QV0180  ___________________________________________________________________
 QV0180* NAD 83(1986)-  45 21 17.     (N)    107 22 46.     (W)     SCALED    
 QV0180* NAVD 88     -      1013.066  (meters)    3323.70   (feet)  ADJUSTED  
 QV0180  ___________________________________________________________________
 QV0180  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 QV0180  DYNAMIC HT  -        1012.782 (meters)    3322.77  (feet)  COMP
 QV0180  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 QV0180
 QV0180  VERT ORDER  -  FIRST     CLASS II
 QV0180
 QV0180.The horizontal coordinates were scaled from a topographic map and have
 QV0180.an estimated accuracy of +/- 6 seconds.
 QV0180
 QV0180.The orthometric height was determined by differential leveling
 QV0180.and adjusted by the National Geodetic Survey in June 1991..
 QV0180
 QV0180.The geoid height was determined by GEOID03.
 QV0180
 QV0180.The dynamic height is computed by dividing the NAVD 88
 QV0180.geopotential number by the normal gravity value computed on the
 QV0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0180.degrees latitude (g = 980.6199 gals.).
 QV0180
 QV0180.The modeled gravity was interpolated from observed gravity values.
 QV0180
 QV0180;                    North         East    Units  Estimated Accuracy
 QV0180;SPC MT       -   125,030.      766,110.      MT  (+/- 180 meters Scaled)
 QV0180
 QV0180                          SUPERSEDED SURVEY CONTROL
 QV0180
 QV0180  NGVD 29 (??/??/92) 1012.321  (m)         3321.26   (f) ADJ UNCH    1 2
 QV0180
 QV0180.Superseded values are not recommended for survey control.
 QV0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0180.See file dsdata.txt to determine how the superseded data were derived.
 QV0180
 QV0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL136251(NAD 83)
 QV0180_MARKER: DB = BENCH MARK DISK
 QV0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0180_STAMPING: G 486 1957
 QV0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0180+STABILITY: SURFACE MOTION
 QV0180
 QV0180  HISTORY     - Date     Condition        Report By
 QV0180  HISTORY     - 1957     MONUMENTED       CGS
 QV0180
 QV0180                          STATION DESCRIPTION
 QV0180
 QV0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0180'2.8 MI N FROM LODGE GRASS.
 QV0180'ABOUT 2.8 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0180'RAILROAD FROM THE STATION AT LODGE GRASS, 7 RAILS NORTH OF MILEPOST
 QV0180'753, 40 FEET EAST OF THE EAST RAIL, 72 FEET WEST OF THE CENTER LINE OF
 QV0180'U.S. HIGHWAY 87, 72 FEET SOUTH OF THE CENTER LINE OF A DIRT CROSS
 QV0180'ROAD, 126 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING, 16 FEET
 QV0180'SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 QV0180'POST, ABOUT 2 1/2 FEET BELOW THE TRACK AND IN THE TOP OF A CONCRETE
 QV0180'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0254 ***********************************************************************
 QV0254  DESIGNATION -  G 487
 QV0254  PID         -  QV0254
 QV0254  STATE/COUNTY-  MT/BIG HORN
 QV0254  USGS QUAD   -  WALKER HILL (1980)
 QV0254
 QV0254                         *CURRENT SURVEY CONTROL
 QV0254  ___________________________________________________________________
 QV0254* NAD 83(1986)-  45 43 28.     (N)    107 43 24.     (W)     SCALED    
 QV0254* NAVD 88     -       924.916  (meters)    3034.50   (feet)  ADJUSTED  
 QV0254  ___________________________________________________________________
 QV0254  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 QV0254  DYNAMIC HT  -         924.726 (meters)    3033.87  (feet)  COMP
 QV0254  MODELED GRAV-     980,379.1   (mgal)                       NAVD 88
 QV0254
 QV0254  VERT ORDER  -  FIRST     CLASS II
 QV0254
 QV0254.The horizontal coordinates were scaled from a topographic map and have
 QV0254.an estimated accuracy of +/- 6 seconds.
 QV0254
 QV0254.The orthometric height was determined by differential leveling
 QV0254.and adjusted by the National Geodetic Survey in June 1991..
 QV0254
 QV0254.The geoid height was determined by GEOID03.
 QV0254
 QV0254.The dynamic height is computed by dividing the NAVD 88
 QV0254.geopotential number by the normal gravity value computed on the
 QV0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0254.degrees latitude (g = 980.6199 gals.).
 QV0254
 QV0254.The modeled gravity was interpolated from observed gravity values.
 QV0254
 QV0254;                    North         East    Units  Estimated Accuracy
 QV0254;SPC MT       -   165,430.      738,250.      MT  (+/- 180 meters Scaled)
 QV0254
 QV0254                          SUPERSEDED SURVEY CONTROL
 QV0254
 QV0254  NGVD 29 (??/??/92)  924.201  (m)         3032.15   (f) ADJ UNCH    1 2
 QV0254
 QV0254.Superseded values are not recommended for survey control.
 QV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0254.See file dsdata.txt to determine how the superseded data were derived.
 QV0254
 QV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL880670(NAD 83)
 QV0254_MARKER: DB = BENCH MARK DISK
 QV0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0254_STAMPING: G 487 1957
 QV0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0254+STABILITY: SURFACE MOTION
 QV0254
 QV0254  HISTORY     - Date     Condition        Report By
 QV0254  HISTORY     - 1957     MONUMENTED       CGS
 QV0254
 QV0254                          STATION DESCRIPTION
 QV0254
 QV0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0254'6.4 MI W FROM HARDIN.
 QV0254'ABOUT 6.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 QV0254'FROM THE STATION AT HARDIN, 27 1/2 FEET NORTH OF THE 4TH POLE WEST OF
 QV0254'MILEPOST 790, 73 FEET NORTH OF THE NORTH RAIL, 3 POLES EAST OF THE
 QV0254'EAST END OF A SHALLOW CUT, 271 FEET SOUTHEAST OF A 6-INCH WATER WELL
 QV0254'THAT HAS BEEN PLUGGED, 186 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 3
 QV0254'FEET NORTH OF THE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 QV0254'ABOUT 7 FEET BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 QV0254'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0241 ***********************************************************************
 QV0241  DESIGNATION -  G 488
 QV0241  PID         -  QV0241
 QV0241  STATE/COUNTY-  MT/BIG HORN
 QV0241  USGS QUAD   -  CORINTH (1980)
 QV0241
 QV0241                         *CURRENT SURVEY CONTROL
 QV0241  ___________________________________________________________________
 QV0241* NAD 83(1986)-  45 46 20.     (N)    107 55 25.     (W)     SCALED    
 QV0241* NAVD 88     -       977.508  (meters)    3207.04   (feet)  ADJUSTED  
 QV0241  ___________________________________________________________________
 QV0241  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 QV0241  DYNAMIC HT  -         977.303 (meters)    3206.37  (feet)  COMP
 QV0241  MODELED GRAV-     980,372.1   (mgal)                       NAVD 88
 QV0241
 QV0241  VERT ORDER  -  FIRST     CLASS II
 QV0241
 QV0241.The horizontal coordinates were scaled from a topographic map and have
 QV0241.an estimated accuracy of +/- 6 seconds.
 QV0241
 QV0241.The orthometric height was determined by differential leveling
 QV0241.and adjusted by the National Geodetic Survey in June 1991..
 QV0241
 QV0241.The geoid height was determined by GEOID03.
 QV0241
 QV0241.The dynamic height is computed by dividing the NAVD 88
 QV0241.geopotential number by the normal gravity value computed on the
 QV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0241.degrees latitude (g = 980.6199 gals.).
 QV0241
 QV0241.The modeled gravity was interpolated from observed gravity values.
 QV0241
 QV0241;                    North         East    Units  Estimated Accuracy
 QV0241;SPC MT       -   170,410.      722,560.      MT  (+/- 180 meters Scaled)
 QV0241
 QV0241                          SUPERSEDED SURVEY CONTROL
 QV0241
 QV0241  NGVD 29 (??/??/92)  976.772  (m)         3204.63   (f) ADJ UNCH    1 2
 QV0241
 QV0241.Superseded values are not recommended for survey control.
 QV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0241.See file dsdata.txt to determine how the superseded data were derived.
 QV0241
 QV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL726728(NAD 83)
 QV0241_MARKER: DB = BENCH MARK DISK
 QV0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QV0241_SP_SET: CULVERT
 QV0241_STAMPING: G 488 1957
 QV0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0241
 QV0241  HISTORY     - Date     Condition        Report By
 QV0241  HISTORY     - 1957     MONUMENTED       CGS
 QV0241
 QV0241                          STATION DESCRIPTION
 QV0241
 QV0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0241'17.15 MI NW FROM HARDIN.
 QV0241'ABOUT 17.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0241'RAILROAD FROM THE STATION AT HARDIN, AT A LARGE DOUBLE CHANNEL CULVERT
 QV0241'NUMBER 800.86 IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD
 QV0241'WALL, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 4 FEET BELOW
 QV0241'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0343 ***********************************************************************
 QW0343  DESIGNATION -  G 489
 QW0343  PID         -  QW0343
 QW0343  STATE/COUNTY-  MT/STILLWATER
 QW0343  USGS QUAD   -  REED POINT (1955)
 QW0343
 QW0343                         *CURRENT SURVEY CONTROL
 QW0343  ___________________________________________________________________
 QW0343* NAD 83(1986)-  45 42 37.     (N)    109 33 38.     (W)     SCALED    
 QW0343* NAVD 88     -      1145.979  (meters)    3759.77   (feet)  ADJUSTED  
 QW0343  ___________________________________________________________________
 QW0343  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 QW0343  DYNAMIC HT  -        1145.641 (meters)    3758.66  (feet)  COMP
 QW0343  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 QW0343
 QW0343  VERT ORDER  -  FIRST     CLASS II
 QW0343
 QW0343.The horizontal coordinates were scaled from a topographic map and have
 QW0343.an estimated accuracy of +/- 6 seconds.
 QW0343
 QW0343.The orthometric height was determined by differential leveling
 QW0343.and adjusted by the National Geodetic Survey in June 1991..
 QW0343
 QW0343.The geoid height was determined by GEOID03.
 QW0343
 QW0343.The dynamic height is computed by dividing the NAVD 88
 QW0343.geopotential number by the normal gravity value computed on the
 QW0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0343.degrees latitude (g = 980.6199 gals.).
 QW0343
 QW0343.The modeled gravity was interpolated from observed gravity values.
 QW0343
 QW0343;                    North         East    Units  Estimated Accuracy
 QW0343;SPC MT       -   162,290.      595,290.      MT  (+/- 180 meters Scaled)
 QW0343
 QW0343                          SUPERSEDED SURVEY CONTROL
 QW0343
 QW0343  NGVD 29 (??/??/92) 1145.013  (m)         3756.60   (f) ADJ UNCH    1 2
 QW0343
 QW0343.Superseded values are not recommended for survey control.
 QW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0343.See file dsdata.txt to determine how the superseded data were derived.
 QW0343
 QW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR120628(NAD 83)
 QW0343_MARKER: DB = BENCH MARK DISK
 QW0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0343_SP_SET: BRIDGE
 QW0343_STAMPING: G 489 1957
 QW0343_MARK LOGO: CGS   
 QW0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0343
 QW0343  HISTORY     - Date     Condition        Report By
 QW0343  HISTORY     - 1957     MONUMENTED       CGS
 QW0343  HISTORY     - 1982     GOOD             NGS
 QW0343
 QW0343                          STATION DESCRIPTION
 QW0343
 QW0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0343'0.9 MI W FROM REEDPOINT.
 QW0343'ABOUT 0.9 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0343'STATION AT REEDPOINT, IN SECTION 31, T 1 S, R 18 E, ABOUT 0.15 MILE
 QW0343'EAST OF MILEPOST 58, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 QW0343'ABUTMENT OF A BRIDGE, 5 1/2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 6
 QW0343'INCHES BELOW THE LEVEL OF THE TRACK.
 QW0343
 QW0343                          STATION RECOVERY (1982)
 QW0343
 QW0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0343'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0343'28.6 KM (17.75 WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QW0343'THE RAILROAD STATION IN COLUMBUS, 0.3 KM (0.2 MI) EASTER OF MILEPOST
 QW0343'58, IN TOP OF AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF THE
 QW0343'WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE AND 1.7 METERS (5.6 FT)
 QW0343'SOUTH OF THE NEAR RAIL.
 QW0343'THE MARK IS ABOVE LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0391 ***********************************************************************
 SR0391  DESIGNATION -  G 49
 SR0391  PID         -  SR0391
 SR0391  STATE/COUNTY-  MT/FERGUS
 SR0391  USGS QUAD   -  HILGER (1985)
 SR0391
 SR0391                         *CURRENT SURVEY CONTROL
 SR0391  ___________________________________________________________________
 SR0391* NAD 83(1986)-  47 18 10.     (N)    109 17 40.     (W)     SCALED    
 SR0391* NAVD 88     -      1185.182  (meters)    3888.38   (feet)  ADJUSTED  
 SR0391  ___________________________________________________________________
 SR0391  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 SR0391  DYNAMIC HT  -        1185.076 (meters)    3888.04  (feet)  COMP
 SR0391  MODELED GRAV-     980,481.7   (mgal)                       NAVD 88
 SR0391
 SR0391  VERT ORDER  -  FIRST     CLASS II
 SR0391
 SR0391.The horizontal coordinates were scaled from a topographic map and have
 SR0391.an estimated accuracy of +/- 6 seconds.
 SR0391
 SR0391.The orthometric height was determined by differential leveling
 SR0391.and adjusted by the National Geodetic Survey in June 1991..
 SR0391
 SR0391.The geoid height was determined by GEOID03.
 SR0391
 SR0391.The dynamic height is computed by dividing the NAVD 88
 SR0391.geopotential number by the normal gravity value computed on the
 SR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0391.degrees latitude (g = 980.6199 gals.).
 SR0391
 SR0391.The modeled gravity was interpolated from observed gravity values.
 SR0391
 SR0391;                    North         East    Units  Estimated Accuracy
 SR0391;SPC MT       -   339,240.      615,540.      MT  (+/- 180 meters Scaled)
 SR0391
 SR0391                          SUPERSEDED SURVEY CONTROL
 SR0391
 SR0391  NGVD 29 (??/??/92) 1184.316  (m)         3885.54   (f) ADJ UNCH    1 2
 SR0391
 SR0391.Superseded values are not recommended for survey control.
 SR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0391.See file dsdata.txt to determine how the superseded data were derived.
 SR0391
 SR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT289402(NAD 83)
 SR0391_MARKER: DB = BENCH MARK DISK
 SR0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0391_STAMPING: G 49 1933 3885.461
 SR0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0391+STABILITY: SURFACE MOTION
 SR0391
 SR0391  HISTORY     - Date     Condition        Report By
 SR0391  HISTORY     - 1933     MONUMENTED       CGS
 SR0391  HISTORY     - 1961     GOOD             NGS
 SR0391
 SR0391                          STATION DESCRIPTION
 SR0391
 SR0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0391'0.3 MI N FROM ROY JUNCTION.
 SR0391'ABOUT 0.3 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0391'PACIFIC RAILROAD FROM THE STATION SIGN AT ROY JUNCTION, IN SECTION 27,
 SR0391'T 18 N, R 19 E, 265 FEET SOUTH OF A SWITCH STAND AT THE NORTHWEST
 SR0391'POINT OF A TRIANGLE FORMED BY THE Y-JUNCTION OF 2 CHICAGO, MILWAUKEE,
 SR0391'ST. PAUL AND PACIFIC RAILROAD TRACKS, 40 FEET WEST OF THE WEST RAIL, 6
 SR0391'1/2 FEET EAST OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT
 SR0391'2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SR0391'POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0151 ***********************************************************************
 QX0151  DESIGNATION -  G 490
 QX0151  PID         -  QX0151
 QX0151  STATE/COUNTY-  MT/PARK
 QX0151  USGS QUAD   -  LIVINGSTON (1951)
 QX0151
 QX0151                         *CURRENT SURVEY CONTROL
 QX0151  ___________________________________________________________________
 QX0151* NAD 83(1986)-  45 39 47.     (N)    110 33 43.     (W)     SCALED    
 QX0151* NAVD 88     -      1372.551  (meters)    4503.11   (feet)  ADJUSTED  
 QX0151  ___________________________________________________________________
 QX0151  GEOID HEIGHT-         -10.44  (meters)                     GEOID03
 QX0151  DYNAMIC HT  -        1372.091 (meters)    4501.60  (feet)  COMP
 QX0151  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 QX0151
 QX0151  VERT ORDER  -  FIRST     CLASS II
 QX0151
 QX0151.The horizontal coordinates were scaled from a topographic map and have
 QX0151.an estimated accuracy of +/- 6 seconds.
 QX0151
 QX0151.The orthometric height was determined by differential leveling
 QX0151.and adjusted by the National Geodetic Survey in June 1991..
 QX0151
 QX0151.The geoid height was determined by GEOID03.
 QX0151
 QX0151.The dynamic height is computed by dividing the NAVD 88
 QX0151.geopotential number by the normal gravity value computed on the
 QX0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0151.degrees latitude (g = 980.6199 gals.).
 QX0151
 QX0151.The modeled gravity was interpolated from observed gravity values.
 QX0151
 QX0151;                    North         East    Units  Estimated Accuracy
 QX0151;SPC MT       -   157,600.      517,270.      MT  (+/- 180 meters Scaled)
 QX0151
 QX0151                          SUPERSEDED SURVEY CONTROL
 QX0151
 QX0151  NGVD 29 (??/??/92) 1371.433  (m)         4499.44   (f) ADJ UNCH    1 2
 QX0151
 QX0151.Superseded values are not recommended for survey control.
 QX0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0151.See file dsdata.txt to determine how the superseded data were derived.
 QX0151
 QX0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR341567(NAD 83)
 QX0151_MARKER: DB = BENCH MARK DISK
 QX0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0151_SP_SET: RETAINING WALL
 QX0151_STAMPING: G 490 1957
 QX0151_MARK LOGO: CGS   
 QX0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0151
 QX0151  HISTORY     - Date     Condition        Report By
 QX0151  HISTORY     - 1957     MONUMENTED       CGS
 QX0151  HISTORY     - 1958     GOOD             NGS
 QX0151  HISTORY     - 1980     GOOD             LOCSUR
 QX0151  HISTORY     - 1982     GOOD             NGS
 QX0151
 QX0151                          STATION DESCRIPTION
 QX0151
 QX0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0151'IN LIVINGSTON.
 QX0151'AT LIVINGSTON, ALONG THE NORTHERN PACIFIC RAILWAY, IN SECTION 13, T 2
 QX0151'S, R 9 E, ABOUT 135 YARDS NORTHEAST OF THE STATION, 18 FEET NORTHEAST
 QX0151'OF THE CENTER LINE OF THE MAIN STREET OVERPASS, 40 FEET NORTHWEST OF
 QX0151'THE NORTHWEST RAIL OF THE MAIN TRACK, 208 FEET NORTH-NORTHEAST OF THE
 QX0151'MARTINS CAFE, IN THE TOP OF A CONCRETE RETAINING WALL WHICH EXTENDS TO
 QX0151'THE STREET BELOW, 1 FOOT NORTHWEST OF A CONCRETE WALKWAY, 6 INCHES
 QX0151'NORTHEAST OF A PIPE RAILING, AND ABOUT LEVEL WITH THE TRACK.
 QX0151
 QX0151                          STATION RECOVERY (1980)
 QX0151
 QX0151'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 QX0151'RECOVERED IN GOOD CONDITION.
 QX0151
 QX0151                          STATION RECOVERY (1982)
 QX0151
 QX0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0259 ***********************************************************************
 QW0259  DESIGNATION -  G 491
 QW0259  PID         -  QW0259
 QW0259  STATE/COUNTY-  MT/STILLWATER
 QW0259  USGS QUAD   -  RAPIDS (1956)
 QW0259
 QW0259                         *CURRENT SURVEY CONTROL
 QW0259  ___________________________________________________________________
 QW0259* NAD 83(1986)-  45 35 31.     (N)    109 05 33.     (W)     SCALED    
 QW0259* NAVD 88     -      1062.619  (meters)    3486.28   (feet)  ADJUSTED  
 QW0259  ___________________________________________________________________
 QW0259  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 QW0259  DYNAMIC HT  -        1062.349 (meters)    3485.39  (feet)  COMP
 QW0259  MODELED GRAV-     980,325.6   (mgal)                       NAVD 88
 QW0259
 QW0259  VERT ORDER  -  FIRST     CLASS II
 QW0259
 QW0259.The horizontal coordinates were scaled from a topographic map and have
 QW0259.an estimated accuracy of +/- 6 seconds.
 QW0259
 QW0259.The orthometric height was determined by differential leveling
 QW0259.and adjusted by the National Geodetic Survey in June 1991..
 QW0259
 QW0259.The geoid height was determined by GEOID03.
 QW0259
 QW0259.The dynamic height is computed by dividing the NAVD 88
 QW0259.geopotential number by the normal gravity value computed on the
 QW0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0259.degrees latitude (g = 980.6199 gals.).
 QW0259
 QW0259.The modeled gravity was interpolated from observed gravity values.
 QW0259
 QW0259;                    North         East    Units  Estimated Accuracy
 QW0259;SPC MT       -   149,220.      631,790.      MT  (+/- 180 meters Scaled)
 QW0259
 QW0259                          SUPERSEDED SURVEY CONTROL
 QW0259
 QW0259  NGVD 29 (??/??/92) 1061.772  (m)         3483.50   (f) ADJ UNCH    1 2
 QW0259
 QW0259.Superseded values are not recommended for survey control.
 QW0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0259.See file dsdata.txt to determine how the superseded data were derived.
 QW0259
 QW0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR487504(NAD 83)
 QW0259_MARKER: DB = BENCH MARK DISK
 QW0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0259_STAMPING: G 491 1957
 QW0259_MARK LOGO: CGS   
 QW0259_PROJECTION: PROJECTING 10 CENTIMETERS
 QW0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0259+STABILITY: SURFACE MOTION
 QW0259
 QW0259  HISTORY     - Date     Condition        Report By
 QW0259  HISTORY     - 1957     MONUMENTED       CGS
 QW0259  HISTORY     - 1982     GOOD             NGS
 QW0259
 QW0259                          STATION DESCRIPTION
 QW0259
 QW0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0259'9.1 MI SW FROM PARK CITY.
 QW0259'ABOUT 9.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0259'STATION AT PARK CITY, IN SECTION 11, T 3 S, R 21 E, 12 1/2 POLES EAST
 QW0259'OF MILEPOST 32, 83 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 QW0259'84 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 10, 6 FEET NORTH OF
 QW0259'A POWER POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 QW0259'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 QW0259'PROJECTING 5 INCHES.
 QW0259
 QW0259                          STATION RECOVERY (1982)
 QW0259
 QW0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0259'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0259'13.9 KM (8.65 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0259'FROM THE RAILROAD STATTION IN COLUMBUS, 0.7 KM (0.45 MI) SOUTHEAST OF
 QW0259'MILEPOST 32, 25.6 METERS (84.0 FT) SOUTH OF THE CENTER OF A PAVED
 QW0259'ROAD, 25.5 METERS (83.7 FT) NORTH OF THE NEAR RAIL, 1.9 METERS (6.2
 QW0259'FT) NORTH OF A UTILITY POLE AND 0.6 KM (2.0 FT) WEST OF A WOODEN
 QW0259'WITNESS POST.
 QW0259'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QW0259'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0052 ***********************************************************************
 QW0052  DESIGNATION -  G 492
 QW0052  PID         -  QW0052
 QW0052  STATE/COUNTY-  MT/YELLOWSTONE
 QW0052  USGS QUAD   -  WORDEN (1967)
 QW0052
 QW0052                         *CURRENT SURVEY CONTROL
 QW0052  ___________________________________________________________________
 QW0052* NAD 83(1986)-  45 55 41.     (N)    108 14 14.     (W)     SCALED    
 QW0052* NAVD 88     -       917.364  (meters)    3009.72   (feet)  ADJUSTED  
 QW0052  ___________________________________________________________________
 QW0052  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 QW0052  DYNAMIC HT  -         917.195 (meters)    3009.16  (feet)  COMP
 QW0052  MODELED GRAV-     980,401.4   (mgal)                       NAVD 88
 QW0052
 QW0052  VERT ORDER  -  FIRST     CLASS II
 QW0052
 QW0052.The horizontal coordinates were scaled from a topographic map and have
 QW0052.an estimated accuracy of +/- 6 seconds.
 QW0052
 QW0052.The orthometric height was determined by differential leveling
 QW0052.and adjusted by the National Geodetic Survey in June 1991..
 QW0052
 QW0052.The geoid height was determined by GEOID03.
 QW0052
 QW0052.The dynamic height is computed by dividing the NAVD 88
 QW0052.geopotential number by the normal gravity value computed on the
 QW0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0052.degrees latitude (g = 980.6199 gals.).
 QW0052
 QW0052.The modeled gravity was interpolated from observed gravity values.
 QW0052
 QW0052;                    North         East    Units  Estimated Accuracy
 QW0052;SPC MT       -   187,270.      697,900.      MT  (+/- 180 meters Scaled)
 QW0052
 QW0052                          SUPERSEDED SURVEY CONTROL
 QW0052
 QW0052  NGVD 29 (??/??/92)  916.642  (m)         3007.35   (f) ADJ UNCH    1 2
 QW0052
 QW0052.Superseded values are not recommended for survey control.
 QW0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0052.See file dsdata.txt to determine how the superseded data were derived.
 QW0052
 QW0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR142897(NAD 83)
 QW0052_MARKER: DB = BENCH MARK DISK
 QW0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0052_SP_SET: CULVERT
 QW0052_STAMPING: G 492 1957
 QW0052_MARK LOGO: CGS   
 QW0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0052
 QW0052  HISTORY     - Date     Condition        Report By
 QW0052  HISTORY     - 1957     MONUMENTED       CGS
 QW0052  HISTORY     - 1981     GOOD             NGS
 QW0052
 QW0052                          STATION DESCRIPTION
 QW0052
 QW0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0052'4.25 MI NE FROM HUNTLEY.
 QW0052'ABOUT 4.25 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0052'STATION AT HUNTLEY, 5 1/2 POLES NORTHEAST OF MILEPOST 209, IN THE TOP
 QW0052'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF AN
 QW0052'IRRIGATION CULVERT UNDER THE TRACK, 1 RAIL NORTHEAST OF A ROAD
 QW0052'CROSSING, 7 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT
 QW0052'BELOW THE LEVEL OF THE TRACK.
 QW0052
 QW0052                          STATION RECOVERY (1981)
 QW0052
 QW0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0207 ***********************************************************************
 QX0207  DESIGNATION -  G 493
 QX0207  PID         -  QX0207
 QX0207  STATE/COUNTY-  MT/GALLATIN
 QX0207  USGS QUAD   -  BELGRADE (1987)
 QX0207
 QX0207                         *CURRENT SURVEY CONTROL
 QX0207  ___________________________________________________________________
 QX0207* NAD 83(1986)-  45 46 31.     (N)    111 10 33.     (W)     SCALED    
 QX0207* NAVD 88     -      1359.558  (meters)    4460.48   (feet)  ADJUSTED  
 QX0207  ___________________________________________________________________
 QX0207  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 QX0207  DYNAMIC HT  -        1359.102 (meters)    4458.99  (feet)  COMP
 QX0207  MODELED GRAV-     980,233.3   (mgal)                       NAVD 88
 QX0207
 QX0207  VERT ORDER  -  FIRST     CLASS II
 QX0207
 QX0207.The horizontal coordinates were scaled from a topographic map and have
 QX0207.an estimated accuracy of +/- 6 seconds.
 QX0207
 QX0207.The orthometric height was determined by differential leveling
 QX0207.and adjusted by the National Geodetic Survey in June 1991..
 QX0207
 QX0207.The geoid height was determined by GEOID03.
 QX0207
 QX0207.The dynamic height is computed by dividing the NAVD 88
 QX0207.geopotential number by the normal gravity value computed on the
 QX0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0207.degrees latitude (g = 980.6199 gals.).
 QX0207
 QX0207.The modeled gravity was interpolated from observed gravity values.
 QX0207
 QX0207;                    North         East    Units  Estimated Accuracy
 QX0207;SPC MT       -   170,910.      469,720.      MT  (+/- 180 meters Scaled)
 QX0207
 QX0207                          SUPERSEDED SURVEY CONTROL
 QX0207
 QX0207  NGVD 29 (??/??/92) 1358.427  (m)         4456.77   (f) ADJ UNCH    1 2
 QX0207
 QX0207.Superseded values are not recommended for survey control.
 QX0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0207.See file dsdata.txt to determine how the superseded data were derived.
 QX0207
 QX0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR863690(NAD 83)
 QX0207_MARKER: DB = BENCH MARK DISK
 QX0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0207_SP_SET: FOUNDATION
 QX0207_STAMPING: G 493 1957
 QX0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0207
 QX0207  HISTORY     - Date     Condition        Report By
 QX0207  HISTORY     - 1957     MONUMENTED       CGS
 QX0207  HISTORY     - 1958     GOOD             NGS
 QX0207  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0207  HISTORY     - 1984     MARK NOT FOUND   USGS
 QX0207
 QX0207                          STATION DESCRIPTION
 QX0207
 QX0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0207'IN BELGRADE.
 QX0207'AT BELGRADE, ALONG THE NORTHERN PACIFIC RAILWAY, AT THE STATION, IN
 QX0207'SECTION 1, T 1 S, R 4 E, 4 POLES EAST OF MILEPOST 150, IN THE TOP OF
 QX0207'THE CONCRETE FOUNDATION OF A SEMAPHORE WHICH HAS BEEN REMOVED FROM THE
 QX0207'FOUNDATION, 14 FEET NORTH-NORTHEAST OF THE NEAR RAIL, 3 FEET SOUTH OF
 QX0207'THE SOUTH FACE OF THE TICKET OFFICE WINDOW, AND ABOUT LEVEL WITH THE
 QX0207'PLATFORM AND THE TRACK.
 QX0207
 QX0207                          STATION RECOVERY (1982)
 QX0207
 QX0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0207'THE SEMAPHORE FOUNDATION HAS BEEN REMOVED AND THE MARK SHOULD BE
 QX0207'CONSIDERED DESTROYED.
 QX0207
 QX0207                          STATION RECOVERY (1984)
 QX0207
 QX0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0359 ***********************************************************************
 QW0359  DESIGNATION -  G 494
 QW0359  PID         -  QW0359
 QW0359  STATE/COUNTY-  MT/SWEET GRASS
 QW0359  USGS QUAD   -  BIG TIMBER (1981)
 QW0359
 QW0359                         *CURRENT SURVEY CONTROL
 QW0359  ___________________________________________________________________
 QW0359* NAD 83(1986)-  45 49 45.     (N)    109 58 12.     (W)     SCALED    
 QW0359* NAVD 88     -      1246.276  (meters)    4088.82   (feet)  ADJUSTED  
 QW0359  ___________________________________________________________________
 QW0359  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 QW0359  DYNAMIC HT  -        1245.908 (meters)    4087.62  (feet)  COMP
 QW0359  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 QW0359
 QW0359  VERT ORDER  -  FIRST     CLASS II
 QW0359
 QW0359.The horizontal coordinates were scaled from a topographic map and have
 QW0359.an estimated accuracy of +/- 6 seconds.
 QW0359
 QW0359.The orthometric height was determined by differential leveling
 QW0359.and adjusted by the National Geodetic Survey in June 1991..
 QW0359
 QW0359.The geoid height was determined by GEOID03.
 QW0359
 QW0359.The dynamic height is computed by dividing the NAVD 88
 QW0359.geopotential number by the normal gravity value computed on the
 QW0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0359.degrees latitude (g = 980.6199 gals.).
 QW0359
 QW0359.The modeled gravity was interpolated from observed gravity values.
 QW0359
 QW0359;                    North         East    Units  Estimated Accuracy
 QW0359;SPC MT       -   175,610.      563,500.      MT  (+/- 180 meters Scaled)
 QW0359
 QW0359                          SUPERSEDED SURVEY CONTROL
 QW0359
 QW0359  NGVD 29 (??/??/92) 1245.247  (m)         4085.45   (f) ADJ UNCH    1 2
 QW0359
 QW0359.Superseded values are not recommended for survey control.
 QW0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0359.See file dsdata.txt to determine how the superseded data were derived.
 QW0359
 QW0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR800755(NAD 83)
 QW0359_MARKER: DB = BENCH MARK DISK
 QW0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0359_STAMPING: G 494 1957
 QW0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0359+STABILITY: SURFACE MOTION
 QW0359
 QW0359  HISTORY     - Date     Condition        Report By
 QW0359  HISTORY     - 1957     MONUMENTED       CGS
 QW0359  HISTORY     - 1958     GOOD             NGS
 QW0359  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0359
 QW0359                          STATION DESCRIPTION
 QW0359
 QW0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QW0359'0.8 MI SW FROM BIG TIMBER.
 QW0359'ABOUT 0.8 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0359'STATION AT BIG TIMBER, IN SECTION 22, T 1 N, R 14 E, 12 POLES
 QW0359'NORTHEAST OF MILEPOST 82, 72 FEET NORTHWEST OF THE NORTHWEST RAIL, 76
 QW0359'FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 24 FEET SOUTHWEST OF
 QW0359'THE CENTER LINE OF A GATE, 22 FEET SOUTH-SOUTHEAST OF A POWER POLE, 2
 QW0359'FEET SOUTHEAST OF A T-FENCE CORNER, 3 FEET SOUTHWEST OF A WHITE WOODEN
 QW0359'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 QW0359'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QW0359
 QW0359                          STATION RECOVERY (1982)
 QW0359
 QW0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0359'THERE IS A NEW ROAD AT THIS LOCATION AND THE MARK MAY HAVE BEEN
 QW0359'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0022 ***********************************************************************
 QY0022  DESIGNATION -  G 496
 QY0022  PID         -  QY0022
 QY0022  STATE/COUNTY-  MT/JEFFERSON
 QY0022  USGS QUAD   -  HOMESTAKE (1996)
 QY0022
 QY0022                         *CURRENT SURVEY CONTROL
 QY0022  ___________________________________________________________________
 QY0022* NAD 83(1986)-  45 55 02.     (N)    112 22 56.     (W)     SCALED    
 QY0022* NAVD 88     -      1876.411  (meters)    6156.19   (feet)  ADJUSTED  
 QY0022  ___________________________________________________________________
 QY0022  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 QY0022  DYNAMIC HT  -        1875.638 (meters)    6153.66  (feet)  COMP
 QY0022  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 QY0022
 QY0022  VERT ORDER  -  FIRST     CLASS II
 QY0022
 QY0022.The horizontal coordinates were scaled from a topographic map and have
 QY0022.an estimated accuracy of +/- 6 seconds.
 QY0022
 QY0022.The orthometric height was determined by differential leveling
 QY0022.and adjusted by the National Geodetic Survey in June 1991..
 QY0022
 QY0022.The geoid height was determined by GEOID03.
 QY0022
 QY0022.The dynamic height is computed by dividing the NAVD 88
 QY0022.geopotential number by the normal gravity value computed on the
 QY0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0022.degrees latitude (g = 980.6199 gals.).
 QY0022
 QY0022.The modeled gravity was interpolated from observed gravity values.
 QY0022
 QY0022;                    North         East    Units  Estimated Accuracy
 QY0022;SPC MT       -   189,390.      376,550.      MT  (+/- 180 meters Scaled)
 QY0022
 QY0022                          SUPERSEDED SURVEY CONTROL
 QY0022
 QY0022  NGVD 29 (??/??/92) 1875.122  (m)         6151.96   (f) ADJ UNCH    1 2
 QY0022
 QY0022.Superseded values are not recommended for survey control.
 QY0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0022.See file dsdata.txt to determine how the superseded data were derived.
 QY0022
 QY0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR928857(NAD 83)
 QY0022_MARKER: DB = BENCH MARK DISK
 QY0022_SETTING: 66 = SET IN ROCK OUTCROP
 QY0022_SP_SET: GRANITE ROCK
 QY0022_STAMPING: G 496 1957
 QY0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0022+STABILITY: POSITION/ELEVATION WELL
 QY0022
 QY0022  HISTORY     - Date     Condition        Report By
 QY0022  HISTORY     - 1957     MONUMENTED       CGS
 QY0022  HISTORY     - 1958     GOOD             NGS
 QY0022
 QY0022                          STATION DESCRIPTION
 QY0022
 QY0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0022'12.0 MI SE FROM BUTTE.
 QY0022'12.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0022'STATION AT BUTTE, IN SECTION 17, T 2 N, R 6 W, 7 POLES WEST OF
 QY0022'MILEPOST 59, IN THE TOP OF THE SHELF ON THE EAST SIDE OF A 12X30-FOOT
 QY0022'GRANITE ROCK, 46 FEET NORTH OF THE NORTH RAIL, 12 RAILS WEST OF A ROAD
 QY0022'CROSSING, ABOUT 7 FEET ABOVE THE GROUND, AND ABOUT 2 FEET BELOW THE
 QY0022'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0182 ***********************************************************************
 QX0182  DESIGNATION -  G 497
 QX0182  PID         -  QX0182
 QX0182  STATE/COUNTY-  MT/GALLATIN
 QX0182  USGS QUAD   -  LOGAN (1987)
 QX0182
 QX0182                         *CURRENT SURVEY CONTROL
 QX0182  ___________________________________________________________________
 QX0182* NAD 83(1986)-  45 53 28.     (N)    111 27 53.     (W)     SCALED    
 QX0182* NAVD 88     -      1247.461  (meters)    4092.71   (feet)  ADJUSTED  
 QX0182  ___________________________________________________________________
 QX0182  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 QX0182  DYNAMIC HT  -        1247.117 (meters)    4091.58  (feet)  COMP
 QX0182  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 QX0182
 QX0182  VERT ORDER  -  FIRST     CLASS II
 QX0182
 QX0182.The horizontal coordinates were scaled from a topographic map and have
 QX0182.an estimated accuracy of +/- 6 seconds.
 QX0182
 QX0182.The orthometric height was determined by differential leveling
 QX0182.and adjusted by the National Geodetic Survey in June 1991..
 QX0182.WARNING-Repeat measurements at this control monument indicate possible
 QX0182.vertical movement.
 QX0182
 QX0182.The geoid height was determined by GEOID03.
 QX0182
 QX0182.The dynamic height is computed by dividing the NAVD 88
 QX0182.geopotential number by the normal gravity value computed on the
 QX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0182.degrees latitude (g = 980.6199 gals.).
 QX0182
 QX0182.The modeled gravity was interpolated from observed gravity values.
 QX0182
 QX0182;                    North         East    Units  Estimated Accuracy
 QX0182;SPC MT       -   184,290.      447,590.      MT  (+/- 180 meters Scaled)
 QX0182
 QX0182                          SUPERSEDED SURVEY CONTROL
 QX0182
 QX0182  NGVD 29 (??/??/92) 1246.434  (m)         4089.34   (f) ADJ UNCH    1 2
 QX0182
 QX0182.Superseded values are not recommended for survey control.
 QX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0182.See file dsdata.txt to determine how the superseded data were derived.
 QX0182
 QX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR639820(NAD 83)
 QX0182_MARKER: DB = BENCH MARK DISK
 QX0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0182_STAMPING: G 497 1957
 QX0182_MARK LOGO: CGS   
 QX0182_PROJECTION: PROJECTING 10 CENTIMETERS
 QX0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0182+STABILITY: SURFACE MOTION
 QX0182
 QX0182  HISTORY     - Date     Condition        Report By
 QX0182  HISTORY     - 1957     MONUMENTED       CGS
 QX0182  HISTORY     - 1958     GOOD             NGS
 QX0182  HISTORY     - 1982     GOOD             NGS
 QX0182
 QX0182                          STATION DESCRIPTION
 QX0182
 QX0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0182'1.9 MI NW FROM LOGAN.
 QX0182'ABOUT 1.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0182'STATION AT LOGAN, IN SECTION 27, T 2 N, R 2 E, 78 FEET SOUTH-SOUTHEAST
 QX0182'OF AND ACROSS THE TRACK FROM MILEPOST 2, 45 FEET SOUTH OF THE SOUTH
 QX0182'RAIL, 54 FEET SOUTH-SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 20
 QX0182'FEET EAST OF THE CENTER LINE OF A GATE, 10 FEET SOUTHWEST OF A
 QX0182'TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE, 1 1/2 FEET WEST OF A
 QX0182'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 QX0182'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QX0182
 QX0182                          STATION RECOVERY (1982)
 QX0182
 QX0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0182'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0182'4.9 KM (3.05 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QX0182'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE NORTHEAST EDGE OF THREE
 QX0182'FORKS, 23.8 METERS (78.1 FT) SOUTH-SOUTHEAST OF MILEPOST 2, 13.8
 QX0182'METERS (45.3 FT) SOUTH OF THE NEAR RAIL, 3.1 METERS (10.2 FT)
 QX0182'SOUTHWEST OF A UTILITY POLE AND 1.3 METERS (4.3 FT) NORTH OF A FENCE.
 QX0182'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QX0182'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0397 ***********************************************************************
 QX0397  CBN         -  This is a Cooperative Base Network Control Station.
 QX0397  DESIGNATION -  G 498
 QX0397  PID         -  QX0397
 QX0397  STATE/COUNTY-  MT/GALLATIN
 QX0397  USGS QUAD   -  WILLOW CREEK (1987)
 QX0397
 QX0397                         *CURRENT SURVEY CONTROL
 QX0397  ___________________________________________________________________
 QX0397* NAD 83(1999)-  45 47 36.42528(N)    111 44 29.70332(W)     ADJUSTED  
 QX0397* NAVD 88     -      1274.140  (meters)    4180.24   (feet)  ADJUSTED  
 QX0397  ___________________________________________________________________
 QX0397  X           -  -1,650,479.780 (meters)                     COMP
 QX0397  Y           -  -4,138,726.397 (meters)                     COMP
 QX0397  Z           -   4,550,175.254 (meters)                     COMP
 QX0397  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 QX0397  ELLIP HEIGHT-        1262.81  (meters)          (04/16/01) GPS OBS
 QX0397  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 QX0397  DYNAMIC HT  -        1273.777 (meters)    4179.05  (feet)  COMP
 QX0397  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 QX0397
 QX0397  HORZ ORDER  -  B
 QX0397  VERT ORDER  -  FIRST     CLASS II
 QX0397  ELLP ORDER  -  FOURTH    CLASS II
 QX0397
 QX0397.The horizontal coordinates were established by GPS observations
 QX0397.and adjusted by the National Geodetic Survey in April 2001..
 QX0397.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0397.DATUM ITEM on the data sheet items page.
 QX0397
 QX0397.The orthometric height was determined by differential leveling
 QX0397.and adjusted by the National Geodetic Survey in June 1991..
 QX0397.WARNING-Repeat measurements at this control monument indicate possible
 QX0397.vertical movement.
 QX0397
 QX0397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0397
 QX0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0397
 QX0397.The ellipsoidal height was determined by GPS observations
 QX0397.and is referenced to NAD 83.
 QX0397
 QX0397.The geoid height was determined by GEOID03.
 QX0397
 QX0397.The dynamic height is computed by dividing the NAVD 88
 QX0397.geopotential number by the normal gravity value computed on the
 QX0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0397.degrees latitude (g = 980.6199 gals.).
 QX0397
 QX0397.The modeled gravity was interpolated from observed gravity values.
 QX0397
 QX0397;                    North         East     Units Scale Factor Converg.
 QX0397;SPC MT       -   174,022.712   425,805.136   MT  0.99961652   -1 38 23.0
 QX0397;SPC MT       -   570,940.66  1,396,998.48   iFT  0.99961652   -1 38 23.0
 QX0397;UTM  12      - 5,071,366.330   442,364.168   MT  0.99964084   -0 31 53.8
 QX0397
 QX0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0397!SPC MT       -   0.99980207  x   0.99961652  =   0.99941866
 QX0397!UTM  12      -   0.99980207  x   0.99964084  =   0.99944298
 QX0397
 QX0397                          SUPERSEDED SURVEY CONTROL
 QX0397
 QX0397  NAD 83(1992)-  45 47 36.42489(N)    111 44 29.70247(W) AD(       ) B
 QX0397  ELLIP H (05/15/92) 1262.88   (m)                       GP(       ) 4 2
 QX0397  NAD 83(1986)-  45 47 36.41586(N)    111 44 29.68631(W) AD(       ) 1
 QX0397  NAVD 88 (05/28/92) 1274.14   (m)         4180.2    (f) LEVELING    3  
 QX0397  NGVD 29 (08/20/92) 1273.095  (m)         4176.81   (f) ADJUSTED    1 2
 QX0397
 QX0397.Superseded values are not recommended for survey control.
 QX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0397.See file dsdata.txt to determine how the superseded data were derived.
 QX0397
 QX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR4236471366(NAD 83)
 QX0397_MARKER: DB = BENCH MARK DISK
 QX0397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0397_SP_SET: SHALLOW-SET PIPE
 QX0397_STAMPING: G 498 1957
 QX0397_MARK LOGO: CGS   
 QX0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0397+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QX0397
 QX0397  HISTORY     - Date     Condition        Report By
 QX0397  HISTORY     - 1957     MONUMENTED       CGS
 QX0397  HISTORY     - 1958     GOOD             NGS
 QX0397  HISTORY     - 1959     GOOD             NGS
 QX0397  HISTORY     - 1987     GOOD             NGS
 QX0397  HISTORY     - 1987     GOOD             NGS
 QX0397
 QX0397                          STATION DESCRIPTION
 QX0397
 QX0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0397'1.2 MI E FROM SAPPINGTON.
 QX0397'ABOUT 1.2 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0397'STATION AT SAPPINGTON, IN SECTION 33, T 1 N, R 1 W, 5 1/2 POLES WEST
 QX0397'OF MILEPOST 18, 41 FEET SOUTH OF THE SOUTH RAIL, 7 FEET NORTH OF THE
 QX0397'SOUTH RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 QX0397'ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE WHICH
 QX0397'PROJECTS 1 FOOT.
 QX0397
 QX0397                          STATION RECOVERY (1959)
 QX0397
 QX0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QX0397'RECOVERED IN GOOD CONDITION.
 QX0397
 QX0397                          STATION RECOVERY (1987)
 QX0397
 QX0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 QX0397'THE STATION WAS RECOVERED AT THIS DATE.
 QX0397'
 QX0397'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH OF HARRISON,
 QX0397'3.2 KM (2 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 10 AND 287,
 QX0397'1.0 KM (0.6 MI) EAST OF THE HIGHWAY 287 BRIDGE OVER THE NORTHERN
 QX0397'PACIFIC RAILWAY AT SAPPINGTON JUNCTION, ON THE RAILROAD
 QX0397'RIGHT-OF-WAY, IN SECTION 33, T 1 N, R 1 W.
 QX0397'OWNERSHIP--NORTHERN PACIFIC RAILWAY.
 QX0397'
 QX0397'TO REACH THE STATION FROM THE HARRISON SCHOOL BUILDING AT THE SOUTH
 QX0397'END OF HARRISON, GO NORTH FOR 2.7 KM (1.65 MI) ON U.S. HIGHWAY 287
 QX0397'TO STATE HIGHWAY 359 ON THE LEFT.  CONTINUE NORTHERLY FOR 8.6 KM
 QX0397'(5.35 MI) TO THE SOUTH END OF AN ELEVATED BRIDGE OVER RAILROAD
 QX0397'TRACKS.  CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO A DIRT ROAD LEFT.
 QX0397'TURN SHARP LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) TO THE OLD
 QX0397'RAILROAD BED.  TURN LEFT AND GO EAST, PASSING UNDER BRIDGE, FOR 1.0
 QX0397'KM (0.6 MI) ON THE OLD RAILROAD BED TO A GATE ON THE LEFT AND DIM
 QX0397'ROAD RIGHT.  TURN RIGHT AND GO 40 METERS (130 FT) TO THE RAILROAD
 QX0397'TRACK, THEN TURN RIGHT AND GO 40 METERS (130 FT) ALONG THE TRACK TO
 QX0397'THE STATION ON THE LEFT.
 QX0397'
 QX0397'THE STATION IS A STANDARD CGS BENCH MARK DISK
 QX0397'STAMPED---G 498 1957---,
 QX0397'AFFIXED TO A 7-CM IRON PIPE IMBEDDED IN THE GROUND PROJECTING 25 CM
 QX0397'ABOVE GROUND.  LOCATED
 QX0397'235 METERS (771 FT) WEST FROM MILEPOST 18,
 QX0397'38 METERS (124.7 FT) WEST FROM A RAIL CROSSING,
 QX0397'12.5 METERS (41.0 FT) SOUTH FROM THE SOUTH RAIL OF RAILROAD,
 QX0397'ABOUT 0.5 METERS BELOW THE TRACK,
 QX0397'2.2 METERS (7.2 FT) NORTH FROM A WIRE FENCE,
 QX0397'7.5 METERS (24.6 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A
 QX0397'HOLDING AREA,
 QX0397'0.6 METERS (2.0 FT) WEST FROM A CARSONITE WITNESS POST AND
 QX0397'0.5 METERS (1.6 FT) EAST FROM A WOODEN WITNESS POST.
 QX0397'
 QX0397'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 QX0397'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 QX0397'
 QX0397'THIS STATION SUITABLE FOR GPS SURVEYS.
 QX0397'
 QX0397'DESCRIBED BY G.R. HEID.
 QX0397
 QX0397                          STATION RECOVERY (1987)
 QX0397
 QX0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0397'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--5
 QX0397'1/2 POLES WEST OF MILEPOST 18.  ADD--0.55 M (1.8 FT) WEST OF A
 QX0397'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0414 ***********************************************************************
 TN0414  DESIGNATION -  G 499
 TN0414  PID         -  TN0414
 TN0414  STATE/COUNTY-  MT/FLATHEAD
 TN0414  USGS QUAD   -  HUNGRY HORSE (1994)
 TN0414
 TN0414                         *CURRENT SURVEY CONTROL
 TN0414  ___________________________________________________________________
 TN0414* NAD 83(1986)-  48 23 05.     (N)    114 03 43.     (W)     SCALED    
 TN0414* NAVD 88     -       944.401  (meters)    3098.42   (feet)  ADJUSTED  
 TN0414  ___________________________________________________________________
 TN0414  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 TN0414  DYNAMIC HT  -         944.395 (meters)    3098.40  (feet)  COMP
 TN0414  MODELED GRAV-     980,573.4   (mgal)                       NAVD 88
 TN0414
 TN0414  VERT ORDER  -  FIRST     CLASS II
 TN0414
 TN0414.The horizontal coordinates were scaled from a topographic map and have
 TN0414.an estimated accuracy of +/- 6 seconds.
 TN0414
 TN0414.The orthometric height was determined by differential leveling
 TN0414.and adjusted by the National Geodetic Survey in June 1991..
 TN0414
 TN0414.The geoid height was determined by GEOID03.
 TN0414
 TN0414.The dynamic height is computed by dividing the NAVD 88
 TN0414.geopotential number by the normal gravity value computed on the
 TN0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0414.degrees latitude (g = 980.6199 gals.).
 TN0414
 TN0414.The modeled gravity was interpolated from observed gravity values.
 TN0414
 TN0414;                    North         East    Units  Estimated Accuracy
 TN0414;SPC MT       -   469,290.      262,400.      MT  (+/- 180 meters Scaled)
 TN0414
 TN0414                          SUPERSEDED SURVEY CONTROL
 TN0414
 TN0414.No superseded survey control is available for this station.
 TN0414
 TN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP175632(NAD 83)
 TN0414_MARKER: DB = BENCH MARK DISK
 TN0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0414_SP_SET: STAINLESS STEEL ROD
 TN0414_STAMPING: G 499 1979
 TN0414_PROJECTION: PROJECTING 8 CENTIMETERS
 TN0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0414_ROD/PIPE-DEPTH: 3.96 meters
 TN0414
 TN0414  HISTORY     - Date     Condition        Report By
 TN0414  HISTORY     - 1979     MONUMENTED       NGS
 TN0414
 TN0414                          STATION DESCRIPTION
 TN0414
 TN0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0414'4.5 MI NE FROM COLUMBIA FALLS.
 TN0414'4.5 MILES NORTHEAST ALONG U. S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TN0414'HIGHWAY 40 AT COLUMBIA FALLS, AT THE FIRE STATION AT HUNGRY HORSE,
 TN0414'APPROXIMATELY 150 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 2, 21.5
 TN0414'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CITY HALL, 16 FEET
 TN0414'SOUTHEAST OF THE SOUTHEAST CORNER OF FIRE STATION AND 1.5 FEET NORTH
 TN0414'OF POWERLINE POLE WITH FIRE SIREN.  MARK IS SET LEVEL WITH THE
 TN0414'GROUND.
 TN0414'THE MARK IS 1 FT  E FROM A WITNESS POST.
 TN0414'THE MARK IS ABOVE LEVEL WITH HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0011 ***********************************************************************
 QX0011  DESIGNATION -  G 5
 QX0011  PID         -  QX0011
 QX0011  STATE/COUNTY-  MT/PARK
 QX0011  USGS QUAD   -  MISSION (1981)
 QX0011
 QX0011                         *CURRENT SURVEY CONTROL
 QX0011  ___________________________________________________________________
 QX0011* NAD 83(1986)-  45 42 48.     (N)    110 25 18.     (W)     SCALED    
 QX0011* NAVD 88     -      1336.071  (meters)    4383.43   (feet)  ADJUSTED  
 QX0011  ___________________________________________________________________
 QX0011  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 QX0011  DYNAMIC HT  -        1335.636 (meters)    4382.00  (feet)  COMP
 QX0011  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 QX0011
 QX0011  VERT ORDER  -  FIRST     CLASS II
 QX0011
 QX0011.The horizontal coordinates were scaled from a topographic map and have
 QX0011.an estimated accuracy of +/- 6 seconds.
 QX0011
 QX0011.The orthometric height was determined by differential leveling
 QX0011.and adjusted by the National Geodetic Survey in June 1991..
 QX0011
 QX0011.The geoid height was determined by GEOID03.
 QX0011
 QX0011.The dynamic height is computed by dividing the NAVD 88
 QX0011.geopotential number by the normal gravity value computed on the
 QX0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0011.degrees latitude (g = 980.6199 gals.).
 QX0011
 QX0011.The modeled gravity was interpolated from observed gravity values.
 QX0011
 QX0011;                    North         East    Units  Estimated Accuracy
 QX0011;SPC MT       -   163,050.      528,260.      MT  (+/- 180 meters Scaled)
 QX0011
 QX0011                          SUPERSEDED SURVEY CONTROL
 QX0011
 QX0011  NGVD 29 (??/??/92) 1334.974  (m)         4379.83   (f) ADJ UNCH    1 2
 QX0011
 QX0011.Superseded values are not recommended for survey control.
 QX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0011.See file dsdata.txt to determine how the superseded data were derived.
 QX0011
 QX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR450623(NAD 83)
 QX0011_MARKER: Q = CHISELED SQUARE
 QX0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0011+STABILITY: SURFACE MOTION
 QX0011
 QX0011  HISTORY     - Date     Condition        Report By
 QX0011  HISTORY     - UNK      MONUMENTED       CGS
 QX0011  HISTORY     - 1958     GOOD             NGS
 QX0011  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0011
 QX0011                          STATION DESCRIPTION
 QX0011
 QX0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0011'7.8 MI NE FROM LIVINGSTON.
 QX0011'ABOUT 7.8 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0011'STATION AT LIVINGSTON, IN SECTION 30, T 1 S, R 11 E, 17 POLES EAST OF
 QX0011'MILEPOST 108, 77 FEET SOUTH OF THE SOUTH RAIL, 80 FEET NORTH OF THE
 QX0011'CENTER LINE OF U. S. HIGHWAY 10, 36 FEET SOUTHEAST OF A TELEPHONE
 QX0011'POLE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 QX0011'STONE POST PROJECTING 1 FOOT AND SURROUNDED BY THE LETTERS USBM.
 QX0011
 QX0011                          STATION RECOVERY (1982)
 QX0011
 QX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0943 ***********************************************************************
 SS0943  DESIGNATION -  G 5 W
 SS0943  PID         -  SS0943
 SS0943  STATE/COUNTY-  MT/CASCADE
 SS0943  USGS QUAD   -  TELEGRAPH MOUNTAIN (1983)
 SS0943
 SS0943                         *CURRENT SURVEY CONTROL
 SS0943  ___________________________________________________________________
 SS0943* NAD 83(1986)-  47 18 38.     (N)    111 54 08.     (W)     SCALED    
 SS0943* NAVD 88     -      1270.820  (meters)    4169.35   (feet)  ADJUSTED  
 SS0943  ___________________________________________________________________
 SS0943  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SS0943  DYNAMIC HT  -        1270.648 (meters)    4168.78  (feet)  COMP
 SS0943  MODELED GRAV-     980,433.0   (mgal)                       NAVD 88
 SS0943
 SS0943  VERT ORDER  -  SECOND    CLASS 0
 SS0943
 SS0943.The horizontal coordinates were scaled from a topographic map and have
 SS0943.an estimated accuracy of +/- 6 seconds.
 SS0943
 SS0943.The orthometric height was determined by differential leveling
 SS0943.and adjusted by the National Geodetic Survey in June 1991..
 SS0943
 SS0943.The geoid height was determined by GEOID03.
 SS0943
 SS0943.The dynamic height is computed by dividing the NAVD 88
 SS0943.geopotential number by the normal gravity value computed on the
 SS0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0943.degrees latitude (g = 980.6199 gals.).
 SS0943
 SS0943.The modeled gravity was interpolated from observed gravity values.
 SS0943
 SS0943;                    North         East    Units  Estimated Accuracy
 SS0943;SPC MT       -   342,870.      418,490.      MT  (+/- 180 meters Scaled)
 SS0943
 SS0943                          SUPERSEDED SURVEY CONTROL
 SS0943
 SS0943  NGVD 29 (??/??/92) 1269.842  (m)         4166.14   (f) ADJ UNCH    2 0
 SS0943
 SS0943.Superseded values are not recommended for survey control.
 SS0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0943.See file dsdata.txt to determine how the superseded data were derived.
 SS0943
 SS0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT318400(NAD 83)
 SS0943_MARKER: DS = TRIANGULATION STATION DISK
 SS0943_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0943_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0943_STAMPING: G 5 W 1961
 SS0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0943
 SS0943  HISTORY     - Date     Condition        Report By
 SS0943  HISTORY     - 1961     MONUMENTED       CGS
 SS0943
 SS0943                          STATION DESCRIPTION
 SS0943
 SS0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0943'13.6 MI NW FROM CASCADE.
 SS0943'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0943'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0943'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 5.95 MILES SOUTHWEST ALONG
 SS0943'A COUNTY ROAD, THENCE 0.15 MILES NORTH ALONG A FENCE LINE, 263 FEET
 SS0943'WEST OF THE FENCE, 37.92 FEET NORTH OF G 5 W R.M. 1, 27.55 FEET
 SS0943'SOUTHEAST OF G 5 W R.M.2, 3.8 FEET SOUTHWEST OF A WITNESS POST, AND
 SS0943'BRAZED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE
 SS0943'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0941 ***********************************************************************
 SS0941  DESIGNATION -  G 5 W AZ MK
 SS0941  PID         -  SS0941
 SS0941  STATE/COUNTY-  MT/CASCADE
 SS0941  USGS QUAD   -  TELEGRAPH MOUNTAIN (1983)
 SS0941
 SS0941                         *CURRENT SURVEY CONTROL
 SS0941  ___________________________________________________________________
 SS0941* NAD 83(1986)-  47 18 25.     (N)    111 54 26.     (W)     SCALED    
 SS0941* NAVD 88     -      1262.376  (meters)    4141.65   (feet)  ADJUSTED  
 SS0941  ___________________________________________________________________
 SS0941  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 SS0941  DYNAMIC HT  -        1262.201 (meters)    4141.07  (feet)  COMP
 SS0941  MODELED GRAV-     980,429.8   (mgal)                       NAVD 88
 SS0941
 SS0941  VERT ORDER  -  SECOND    CLASS 0
 SS0941
 SS0941.The horizontal coordinates were scaled from a topographic map and have
 SS0941.an estimated accuracy of +/- 6 seconds.
 SS0941
 SS0941.The orthometric height was determined by differential leveling
 SS0941.and adjusted by the National Geodetic Survey in June 1991..
 SS0941
 SS0941.The geoid height was determined by GEOID03.
 SS0941
 SS0941.The dynamic height is computed by dividing the NAVD 88
 SS0941.geopotential number by the normal gravity value computed on the
 SS0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0941.degrees latitude (g = 980.6199 gals.).
 SS0941
 SS0941.The modeled gravity was interpolated from observed gravity values.
 SS0941
 SS0941;                    North         East    Units  Estimated Accuracy
 SS0941;SPC MT       -   342,480.      418,100.      MT  (+/- 180 meters Scaled)
 SS0941
 SS0941                          SUPERSEDED SURVEY CONTROL
 SS0941
 SS0941  NGVD 29 (??/??/92) 1261.393  (m)         4138.42   (f) ADJ UNCH    2 0
 SS0941
 SS0941.Superseded values are not recommended for survey control.
 SS0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0941.See file dsdata.txt to determine how the superseded data were derived.
 SS0941
 SS0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT314396(NAD 83)
 SS0941_MARKER: DZ = AZIMUTH MARK DISK
 SS0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0941_STAMPING: G 5 W 1961
 SS0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0941+STABILITY: SURFACE MOTION
 SS0941
 SS0941  HISTORY     - Date     Condition        Report By
 SS0941  HISTORY     - 1961     MONUMENTED       CGS
 SS0941
 SS0941                          STATION DESCRIPTION
 SS0941
 SS0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0941'13.8 MI NW FROM CASCADE.
 SS0941'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0941'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0941'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES SOUTHWEST ALONG
 SS0941'A COUNTY ROAD, 39 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD,
 SS0941'0.8 FOOT SOUTH-SOUTHEAST OF A FENCE, 3.3 FEET EAST-NORTHEAST OF A
 SS0941'WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SS0941'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0942 ***********************************************************************
 SS0942  DESIGNATION -  G 5 W RM 1
 SS0942  PID         -  SS0942
 SS0942  STATE/COUNTY-  MT/CASCADE
 SS0942  USGS QUAD   -  TELEGRAPH MOUNTAIN (1983)
 SS0942
 SS0942                         *CURRENT SURVEY CONTROL
 SS0942  ___________________________________________________________________
 SS0942* NAD 83(1986)-  47 18 38.     (N)    111 54 07.     (W)     SCALED    
 SS0942* NAVD 88     -      1270.090  (meters)    4166.95   (feet)  ADJUSTED  
 SS0942  ___________________________________________________________________
 SS0942  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SS0942  DYNAMIC HT  -        1269.918 (meters)    4166.39  (feet)  COMP
 SS0942  MODELED GRAV-     980,433.1   (mgal)                       NAVD 88
 SS0942
 SS0942  VERT ORDER  -  SECOND    CLASS 0
 SS0942
 SS0942.The horizontal coordinates were scaled from a topographic map and have
 SS0942.an estimated accuracy of +/- 6 seconds.
 SS0942
 SS0942.The orthometric height was determined by differential leveling
 SS0942.and adjusted by the National Geodetic Survey in June 1991..
 SS0942
 SS0942.The geoid height was determined by GEOID03.
 SS0942
 SS0942.The dynamic height is computed by dividing the NAVD 88
 SS0942.geopotential number by the normal gravity value computed on the
 SS0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0942.degrees latitude (g = 980.6199 gals.).
 SS0942
 SS0942.The modeled gravity was interpolated from observed gravity values.
 SS0942
 SS0942;                    North         East    Units  Estimated Accuracy
 SS0942;SPC MT       -   342,870.      418,520.      MT  (+/- 180 meters Scaled)
 SS0942
 SS0942                          SUPERSEDED SURVEY CONTROL
 SS0942
 SS0942  NGVD 29 (??/??/92) 1269.112  (m)         4163.74   (f) ADJ UNCH    2 0
 SS0942
 SS0942.Superseded values are not recommended for survey control.
 SS0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0942.See file dsdata.txt to determine how the superseded data were derived.
 SS0942
 SS0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT318400(NAD 83)
 SS0942_MARKER: DR = REFERENCE MARK DISK
 SS0942_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0942_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0942_STAMPING: G 5 W NO. 1 1961
 SS0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0942
 SS0942  HISTORY     - Date     Condition        Report By
 SS0942  HISTORY     - 1961     MONUMENTED       CGS
 SS0942
 SS0942                          STATION DESCRIPTION
 SS0942
 SS0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0942'13.6 MI NW FROM CASCADE.
 SS0942'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0942'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0942'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 5.95 MILES SOUTHWEST ALONG
 SS0942'A COUNTY ROAD, THENCE 0.15 MILES NORTH ALONG A FENCE LINE, 37.92 FEET
 SS0942'SOUTH OF G 5 W, 54.39 FEET SOUTH-SOUTHEAST OF G 5 W R.M. 2, ABOUT 2
 SS0942'FEET LOWER THAN THE STATION, AND BRAZED ON THE TOP OF A 2-INCH IRON
 SS0942'PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0944 ***********************************************************************
 SS0944  DESIGNATION -  G 5 W RM 2
 SS0944  PID         -  SS0944
 SS0944  STATE/COUNTY-  MT/CASCADE
 SS0944  USGS QUAD   -  TELEGRAPH MOUNTAIN (1983)
 SS0944
 SS0944                         *CURRENT SURVEY CONTROL
 SS0944  ___________________________________________________________________
 SS0944* NAD 83(1986)-  47 18 38.     (N)    111 54 07.     (W)     SCALED    
 SS0944* NAVD 88     -      1270.349  (meters)    4167.80   (feet)  ADJUSTED  
 SS0944  ___________________________________________________________________
 SS0944  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SS0944  DYNAMIC HT  -        1270.177 (meters)    4167.24  (feet)  COMP
 SS0944  MODELED GRAV-     980,433.1   (mgal)                       NAVD 88
 SS0944
 SS0944  VERT ORDER  -  SECOND    CLASS 0
 SS0944
 SS0944.The horizontal coordinates were scaled from a topographic map and have
 SS0944.an estimated accuracy of +/- 6 seconds.
 SS0944
 SS0944.The orthometric height was determined by differential leveling
 SS0944.and adjusted by the National Geodetic Survey in June 1991..
 SS0944
 SS0944.The geoid height was determined by GEOID03.
 SS0944
 SS0944.The dynamic height is computed by dividing the NAVD 88
 SS0944.geopotential number by the normal gravity value computed on the
 SS0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0944.degrees latitude (g = 980.6199 gals.).
 SS0944
 SS0944.The modeled gravity was interpolated from observed gravity values.
 SS0944
 SS0944;                    North         East    Units  Estimated Accuracy
 SS0944;SPC MT       -   342,870.      418,520.      MT  (+/- 180 meters Scaled)
 SS0944
 SS0944                          SUPERSEDED SURVEY CONTROL
 SS0944
 SS0944  NGVD 29 (??/??/92) 1269.371  (m)         4164.59   (f) ADJ UNCH    2 0
 SS0944
 SS0944.Superseded values are not recommended for survey control.
 SS0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0944.See file dsdata.txt to determine how the superseded data were derived.
 SS0944
 SS0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT318400(NAD 83)
 SS0944_MARKER: DR = REFERENCE MARK DISK
 SS0944_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0944_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0944_STAMPING: G 5 W NO. 2 1961
 SS0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0944
 SS0944  HISTORY     - Date     Condition        Report By
 SS0944  HISTORY     - 1961     MONUMENTED       CGS
 SS0944
 SS0944                          STATION DESCRIPTION
 SS0944
 SS0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0944'13.6 MI NW FROM CASCADE.
 SS0944'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0944'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 6.85
 SS0944'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 5.95 MILES SOUTHWEST ALONG
 SS0944'A COUNTY ROAD, THENCE 0.15 MILES NORTH ALONG A FENCE LINE, 27.55 FEET
 SS0944'NORTHWEST OF G 5 W, 54.39 FEET NORTH-NORTHWEST OF G 5 W R.M.1, ABOUT
 SS0944'LEVEL WITH THE STATION, AND BRAZED ON THE TOP OF A 2-INCH IRON PIPE
 SS0944'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0344 ***********************************************************************
 TN0344  DESIGNATION -  G 50
 TN0344  PID         -  TN0344
 TN0344  STATE/COUNTY-  MT/LINCOLN
 TN0344  USGS QUAD   -  LIBBY (1983)
 TN0344
 TN0344                         *CURRENT SURVEY CONTROL
 TN0344  ___________________________________________________________________
 TN0344* NAD 83(1986)-  48 23 41.     (N)    115 32 55.     (W)     SCALED    
 TN0344* NAVD 88     -       630.386  (meters)    2068.19   (feet)  ADJUSTED  
 TN0344  ___________________________________________________________________
 TN0344  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TN0344  DYNAMIC HT  -         630.424 (meters)    2068.32  (feet)  COMP
 TN0344  MODELED GRAV-     980,651.8   (mgal)                       NAVD 88
 TN0344
 TN0344  VERT ORDER  -  FIRST     CLASS II
 TN0344
 TN0344.The horizontal coordinates were scaled from a topographic map and have
 TN0344.an estimated accuracy of +/- 6 seconds.
 TN0344
 TN0344.The orthometric height was determined by differential leveling
 TN0344.and adjusted by the National Geodetic Survey in June 1991..
 TN0344.WARNING-Repeat measurements at this control monument indicate possible
 TN0344.vertical movement.
 TN0344
 TN0344.The geoid height was determined by GEOID03.
 TN0344
 TN0344.The dynamic height is computed by dividing the NAVD 88
 TN0344.geopotential number by the normal gravity value computed on the
 TN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0344.degrees latitude (g = 980.6199 gals.).
 TN0344
 TN0344.The modeled gravity was interpolated from observed gravity values.
 TN0344
 TN0344;                    North         East    Units  Estimated Accuracy
 TN0344;SPC MT       -   477,850.      152,660.      MT  (+/- 180 meters Scaled)
 TN0344
 TN0344                          SUPERSEDED SURVEY CONTROL
 TN0344
 TN0344  NGVD 29 (??/??/92)  629.208  (m)         2064.33   (f) ADJ UNCH    1 2
 TN0344
 TN0344.Superseded values are not recommended for survey control.
 TN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0344.See file dsdata.txt to determine how the superseded data were derived.
 TN0344
 TN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP074611(NAD 83)
 TN0344_MARKER: DB = BENCH MARK DISK
 TN0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0344_STAMPING: G 50 1933
 TN0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0344+STABILITY: SURFACE MOTION
 TN0344
 TN0344  HISTORY     - Date     Condition        Report By
 TN0344  HISTORY     - 1933     MONUMENTED       CGS
 TN0344  HISTORY     - 1952     GOOD             NGS
 TN0344  HISTORY     - 1959     GOOD             NGS
 TN0344  HISTORY     - 1980     MARK NOT FOUND   NGS
 TN0344
 TN0344                          STATION DESCRIPTION
 TN0344
 TN0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0344'IN LIBBY.
 TN0344'AT LIBBY, LINCOLN COUNTY, ON THE GREAT NORTHERN RAILWAY, 52 FEET EAST
 TN0344'OF THE STATION, 3 FEET EAST OF THE EAST PLATFORM, 17 FEET SOUTH OF THE
 TN0344'MAIN TRACK, AND IN THE NORTHWEST CORNER OF A FENCED LAWN.  A STANDARD
 TN0344'DISK, STAMPED G 50 1933 AND SET IN THE TOP OF A CONCRETE POST.
 TN0344
 TN0344                          STATION RECOVERY (1959)
 TN0344
 TN0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 TN0344'RECOVERED IN GOOD CONDITION.
 TN0344
 TN0344                          STATION RECOVERY (1980)
 TN0344
 TN0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0344'BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 TN0344'NOTE-THE FENCED LAWN NO LONGER EXISTS AND THE MEASUREMENTS PLACE
 TN0344'THIS MARK UNDER A PILE OF ASPHALT, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0752 ***********************************************************************
 TM0752  DESIGNATION -  G 500
 TM0752  PID         -  TM0752
 TM0752  STATE/COUNTY-  MT/FLATHEAD
 TM0752  USGS QUAD   -  STANTON LAKE (1994)
 TM0752
 TM0752                         *CURRENT SURVEY CONTROL
 TM0752  ___________________________________________________________________
 TM0752* NAD 83(1986)-  48 25 07.     (N)    113 44 13.     (W)     SCALED    
 TM0752* NAVD 88     -      1100.627  (meters)    3610.97   (feet)  ADJUSTED  
 TM0752  ___________________________________________________________________
 TM0752  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TM0752  DYNAMIC HT  -        1100.575 (meters)    3610.80  (feet)  COMP
 TM0752  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 TM0752
 TM0752  VERT ORDER  -  FIRST     CLASS II
 TM0752
 TM0752.The horizontal coordinates were scaled from a topographic map and have
 TM0752.an estimated accuracy of +/- 6 seconds.
 TM0752
 TM0752.The orthometric height was determined by differential leveling
 TM0752.and adjusted by the National Geodetic Survey in June 1991..
 TM0752
 TM0752.The geoid height was determined by GEOID03.
 TM0752
 TM0752.The dynamic height is computed by dividing the NAVD 88
 TM0752.geopotential number by the normal gravity value computed on the
 TM0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0752.degrees latitude (g = 980.6199 gals.).
 TM0752
 TM0752.The modeled gravity was interpolated from observed gravity values.
 TM0752
 TM0752;                    North         East    Units  Estimated Accuracy
 TM0752;SPC MT       -   471,700.      286,630.      MT  (+/- 180 meters Scaled)
 TM0752
 TM0752                          SUPERSEDED SURVEY CONTROL
 TM0752
 TM0752.No superseded survey control is available for this station.
 TM0752
 TM0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU975664(NAD 83)
 TM0752_MARKER: DB = BENCH MARK DISK
 TM0752_SETTING: 66 = SET IN ROCK OUTCROP
 TM0752_SP_SET: ROCK OUTCROP
 TM0752_STAMPING: G 500 1979
 TM0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0752+STABILITY: POSITION/ELEVATION WELL
 TM0752
 TM0752  HISTORY     - Date     Condition        Report By
 TM0752  HISTORY     - 1979     MONUMENTED       NGS
 TM0752
 TM0752                          STATION DESCRIPTION
 TM0752
 TM0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0752'14.5 MI SE FROM WEST GLACIER.
 TM0752'14.55 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0752'GLACIER NATIONAL PARK AT WEST GLACIER, APPROXIMATELY 0.25 MILE EAST
 TM0752'OF CRYSTAL CREEK, AT THE EAST END OF A LONG BEDROCK CUT, SET IN THE
 TM0752'TOP OF A 3 FOOT BY 4 FOOT EXPOSED POINT OF BEDROCK, 33.5 FEET NORTH
 TM0752'OF THE CENTERLINE OF HIGHWAY 2 AND 8.5 FEET EAST OF A 6-INCH DIAMETER
 TM0752'PINE TREE.
 TM0752'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TM0752'THE MARK IS 5 FT ABOVE HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0475 ***********************************************************************
 TN0475  DESIGNATION -  G 501
 TN0475  PID         -  TN0475
 TN0475  STATE/COUNTY-  MT/FLATHEAD
 TN0475  USGS QUAD   -  BEAVER LAKE (1994)
 TN0475
 TN0475                         *CURRENT SURVEY CONTROL
 TN0475  ___________________________________________________________________
 TN0475* NAD 83(1986)-  48 24 19.     (N)    114 22 35.     (W)     SCALED    
 TN0475* NAVD 88     -       980.603  (meters)    3217.20   (feet)  ADJUSTED  
 TN0475  ___________________________________________________________________
 TN0475  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TN0475  DYNAMIC HT  -         980.608 (meters)    3217.21  (feet)  COMP
 TN0475  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 TN0475
 TN0475  VERT ORDER  -  FIRST     CLASS II
 TN0475
 TN0475.The horizontal coordinates were scaled from a topographic map and have
 TN0475.an estimated accuracy of +/- 6 seconds.
 TN0475
 TN0475.The orthometric height was determined by differential leveling
 TN0475.and adjusted by the National Geodetic Survey in June 1991..
 TN0475
 TN0475.The geoid height was determined by GEOID03.
 TN0475
 TN0475.The dynamic height is computed by dividing the NAVD 88
 TN0475.geopotential number by the normal gravity value computed on the
 TN0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0475.degrees latitude (g = 980.6199 gals.).
 TN0475
 TN0475.The modeled gravity was interpolated from observed gravity values.
 TN0475
 TN0475;                    North         East    Units  Estimated Accuracy
 TN0475;SPC MT       -   472,980.      239,300.      MT  (+/- 180 meters Scaled)
 TN0475
 TN0475                          SUPERSEDED SURVEY CONTROL
 TN0475
 TN0475.No superseded survey control is available for this station.
 TN0475
 TN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP941646(NAD 83)
 TN0475_MARKER: DB = BENCH MARK DISK
 TN0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0475_SP_SET: STAINLESS STEEL ROD
 TN0475_STAMPING: G 501 1979
 TN0475_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0475_ROD/PIPE-DEPTH: 4.57 meters
 TN0475
 TN0475  HISTORY     - Date     Condition        Report By
 TN0475  HISTORY     - 1979     MONUMENTED       NGS
 TN0475
 TN0475                          STATION DESCRIPTION
 TN0475
 TN0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0475'2.0 MI NW FROM WHITEFISH.
 TN0475'2.0 MILES NORTHWESTERLY ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 TN0475'SPOKANE AVENUE IN WHITEFISH, 158 FEET SOUTHWEST OF THE CENTERLINE
 TN0475'OF A DRIVE LEADING NORTHWEST TO A ONE STORY FRAME HOUSE, 36 FEET
 TN0475'NORTHWEST OF THE CENTERLINE OF HIGHWAY 93, 1.5 FEET SOUTHWEST OF AN
 TN0475'EAST CORNER FENCE POST, 1 FOOT SOUTHEAST OF THE FENCELINE, MARK IS
 TN0475'ACCESSED THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TN0475'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 TN0475'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0504 ***********************************************************************
 TN0504  DESIGNATION -  G 502
 TN0504  PID         -  TN0504
 TN0504  STATE/COUNTY-  MT/FLATHEAD
 TN0504  USGS QUAD   -  BULL LAKE (1983)
 TN0504
 TN0504                         *CURRENT SURVEY CONTROL
 TN0504  ___________________________________________________________________
 TN0504* NAD 83(1986)-  48 38 07.     (N)    114 41 47.     (W)     SCALED    
 TN0504* NAVD 88     -       988.059  (meters)    3241.66   (feet)  ADJUSTED  
 TN0504  ___________________________________________________________________
 TN0504  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 TN0504  DYNAMIC HT  -         988.073 (meters)    3241.70  (feet)  COMP
 TN0504  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 TN0504
 TN0504  VERT ORDER  -  FIRST     CLASS II
 TN0504
 TN0504.The horizontal coordinates were scaled from a topographic map and have
 TN0504.an estimated accuracy of +/- 6 seconds.
 TN0504
 TN0504.The orthometric height was determined by differential leveling
 TN0504.and adjusted by the National Geodetic Survey in June 1991..
 TN0504
 TN0504.The geoid height was determined by GEOID03.
 TN0504
 TN0504.The dynamic height is computed by dividing the NAVD 88
 TN0504.geopotential number by the normal gravity value computed on the
 TN0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0504.degrees latitude (g = 980.6199 gals.).
 TN0504
 TN0504.The modeled gravity was interpolated from observed gravity values.
 TN0504
 TN0504;                    North         East    Units  Estimated Accuracy
 TN0504;SPC MT       -   500,010.      217,360.      MT  (+/- 180 meters Scaled)
 TN0504
 TN0504                          SUPERSEDED SURVEY CONTROL
 TN0504
 TN0504.No superseded survey control is available for this station.
 TN0504
 TN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP697894(NAD 83)
 TN0504_MARKER: DB = BENCH MARK DISK
 TN0504_SETTING: 66 = SET IN ROCK OUTCROP
 TN0504_SP_SET: ROCK OUTCROP
 TN0504_STAMPING: G 502 1979
 TN0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0504+STABILITY: POSITION/ELEVATION WELL
 TN0504
 TN0504  HISTORY     - Date     Condition        Report By
 TN0504  HISTORY     - 1979     MONUMENTED       NGS
 TN0504
 TN0504                          STATION DESCRIPTION
 TN0504
 TN0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0504'24.9 MI SE FROM EUREKA.
 TN0504'24.95 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0504'EUREKA, 0.1 MILE SOUTHEAST OF HIGHWAY MILE POST 154, SET AT THE FOOT
 TN0504'OF A ROCK CLIFF IN A HIGHWAY CUT, ALSO 26.05 MILES NORTHWEST ALONG
 TN0504'US HIGHWAY 93 FROM THE JUNCTION OF SPOKANE AVENUE IN WHITEFISH, 95
 TN0504'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 93, 77 FEET SOUTHEAST
 TN0504'OF POWER LINE POLE 298241, 9.5 FEET NORTHEAST OF A 10-INCH DIAMETER
 TN0504'DOUGLAS FIR TREE WITH A TRIANGULAR BLAZE AND 1 FOOT BELOW THE BASE
 TN0504'OF THE WITNESS POST.
 TN0504'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 TN0504'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0542 ***********************************************************************
 TN0542  DESIGNATION -  G 503
 TN0542  PID         -  TN0542
 TN0542  STATE/COUNTY-  MT/LINCOLN
 TN0542  USGS QUAD   -  EUREKA NORTH (1983)
 TN0542
 TN0542                         *CURRENT SURVEY CONTROL
 TN0542  ___________________________________________________________________
 TN0542* NAD 83(1986)-  48 56 55.     (N)    115 03 30.     (W)     SCALED    
 TN0542* NAVD 88     -       826.473  (meters)    2711.52   (feet)  ADJUSTED  
 TN0542  ___________________________________________________________________
 TN0542  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 TN0542  DYNAMIC HT  -         826.522 (meters)    2711.68  (feet)  COMP
 TN0542  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 TN0542
 TN0542  VERT ORDER  -  FIRST     CLASS II
 TN0542
 TN0542.The horizontal coordinates were scaled from a topographic map and have
 TN0542.an estimated accuracy of +/- 6 seconds.
 TN0542
 TN0542.The orthometric height was determined by differential leveling
 TN0542.and adjusted by the National Geodetic Survey in June 1991..
 TN0542
 TN0542.The geoid height was determined by GEOID03.
 TN0542
 TN0542.The dynamic height is computed by dividing the NAVD 88
 TN0542.geopotential number by the normal gravity value computed on the
 TN0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0542.degrees latitude (g = 980.6199 gals.).
 TN0542
 TN0542.The modeled gravity was interpolated from observed gravity values.
 TN0542
 TN0542;                    North         East    Units  Estimated Accuracy
 TN0542;SPC MT       -   536,590.      193,220.      MT  (+/- 180 meters Scaled)
 TN0542
 TN0542                          SUPERSEDED SURVEY CONTROL
 TN0542
 TN0542.No superseded survey control is available for this station.
 TN0542
 TN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ421235(NAD 83)
 TN0542_MARKER: DB = BENCH MARK DISK
 TN0542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0542_SP_SET: STAINLESS STEEL ROD
 TN0542_STAMPING: G 503 1979
 TN0542_PROJECTION: PROJECTING 3 CENTIMETERS
 TN0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0542_ROD/PIPE-DEPTH: 3.96 meters
 TN0542
 TN0542  HISTORY     - Date     Condition        Report By
 TN0542  HISTORY     - 1979     MONUMENTED       NGS
 TN0542
 TN0542                          STATION DESCRIPTION
 TN0542
 TN0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0542'4.8 MI NORTH FROM EUREKA.
 TN0542'4.8 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0542'0.05 MILE SOUTH OF HIGHWAY MILE POST 184, 175 FEET NORTH OF THE
 TN0542'CENTERLINE OF A DIRT FIELD ROAD, 65 FEET EAST OF THE CENTERLINE OF
 TN0542'THE HIGHWAY, 10 FEET EAST OF A POWER LINE POLE AND 1.5 FEET WEST OF
 TN0542'A FENCE LINE.  THE ROD WAS DRIVEN TO REFUSAL.
 TN0542'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TN0542'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0634 ***********************************************************************
 TN0634  DESIGNATION -  G 504
 TN0634  PID         -  TN0634
 TN0634  STATE/COUNTY-  MT/LINCOLN
 TN0634  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0634
 TN0634                         *CURRENT SURVEY CONTROL
 TN0634  ___________________________________________________________________
 TN0634* NAD 83(1986)-  48 46 45.     (N)    115 18 06.     (W)     SCALED    
 TN0634* NAVD 88     -       813.087  (meters)    2667.60   (feet)  ADJUSTED  
 TN0634  ___________________________________________________________________
 TN0634  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 TN0634  DYNAMIC HT  -         813.154 (meters)    2667.82  (feet)  COMP
 TN0634  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 TN0634
 TN0634  VERT ORDER  -  FIRST     CLASS II
 TN0634
 TN0634.The horizontal coordinates were scaled from a topographic map and have
 TN0634.an estimated accuracy of +/- 6 seconds.
 TN0634
 TN0634.The orthometric height was determined by differential leveling
 TN0634.and adjusted by the National Geodetic Survey in June 1991..
 TN0634
 TN0634.The geoid height was determined by GEOID03.
 TN0634
 TN0634.The dynamic height is computed by dividing the NAVD 88
 TN0634.geopotential number by the normal gravity value computed on the
 TN0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0634.degrees latitude (g = 980.6199 gals.).
 TN0634
 TN0634.The modeled gravity was interpolated from observed gravity values.
 TN0634
 TN0634;                    North         East    Units  Estimated Accuracy
 TN0634;SPC MT       -   519,090.      174,050.      MT  (+/- 180 meters Scaled)
 TN0634
 TN0634                          SUPERSEDED SURVEY CONTROL
 TN0634
 TN0634.No superseded survey control is available for this station.
 TN0634
 TN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ247042(NAD 83)
 TN0634_MARKER: DB = BENCH MARK DISK
 TN0634_SETTING: 66 = SET IN ROCK OUTCROP
 TN0634_SP_SET: ROCK OUTCROP
 TN0634_STAMPING: G 504 1979
 TN0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0634+STABILITY: POSITION/ELEVATION WELL
 TN0634
 TN0634  HISTORY     - Date     Condition        Report By
 TN0634  HISTORY     - 1979     MONUMENTED       NGS
 TN0634
 TN0634                          STATION DESCRIPTION
 TN0634
 TN0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0634'18.9 MI SW FROM EUREKA.
 TN0634'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0634'THENCE 16.9 MILES SOUTHWEST ALONG STATE HIGHWAY 37, SET IN TOP OF
 TN0634'BEDROCK OF A SMALL HIGHWAY CUT ON THE OUTSIDE OF A CURVE, DIRECTLY
 TN0634'ACROSS THE HIGHWAY FROM MILE POST 50, 49 FEET NORTHWEST OF THE
 TN0634'CENTERLINE OF THE HIGHWAY, 48 FEET NORTHEAST OF THE SOUTHWEST END OF
 TN0634'THE CUT AND 26 FEET NORTHWEST OF A CONCRETE HIGHWAY MARKER NO. 2820.
 TN0634'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 TN0634'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0658 ***********************************************************************
 TN0658  DESIGNATION -  G 505
 TN0658  PID         -  TN0658
 TN0658  STATE/COUNTY-  MT/LINCOLN
 TN0658  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0658
 TN0658                         *CURRENT SURVEY CONTROL
 TN0658  ___________________________________________________________________
 TN0658* NAD 83(1986)-  48 33 45.     (N)    115 12 07.     (W)     SCALED    
 TN0658* NAVD 88     -       822.012  (meters)    2696.88   (feet)  ADJUSTED  
 TN0658  ___________________________________________________________________
 TN0658  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TN0658  DYNAMIC HT  -         822.076 (meters)    2697.09  (feet)  COMP
 TN0658  MODELED GRAV-     980,661.7   (mgal)                       NAVD 88
 TN0658
 TN0658  VERT ORDER  -  FIRST     CLASS II
 TN0658
 TN0658.The horizontal coordinates were scaled from a topographic map and have
 TN0658.an estimated accuracy of +/- 6 seconds.
 TN0658
 TN0658.The orthometric height was determined by differential leveling
 TN0658.and adjusted by the National Geodetic Survey in June 1991..
 TN0658
 TN0658.The geoid height was determined by GEOID03.
 TN0658
 TN0658.The dynamic height is computed by dividing the NAVD 88
 TN0658.geopotential number by the normal gravity value computed on the
 TN0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0658.degrees latitude (g = 980.6199 gals.).
 TN0658
 TN0658.The modeled gravity was interpolated from observed gravity values.
 TN0658
 TN0658;                    North         East    Units  Estimated Accuracy
 TN0658;SPC MT       -   494,530.      179,610.      MT  (+/- 180 meters Scaled)
 TN0658
 TN0658                          SUPERSEDED SURVEY CONTROL
 TN0658
 TN0658.No superseded survey control is available for this station.
 TN0658
 TN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP326803(NAD 83)
 TN0658_MARKER: DB = BENCH MARK DISK
 TN0658_SETTING: 66 = SET IN ROCK OUTCROP
 TN0658_SP_SET: ROCK OUTCROP
 TN0658_STAMPING: G 505 1980
 TN0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0658+STABILITY: POSITION/ELEVATION WELL
 TN0658
 TN0658  HISTORY     - Date     Condition        Report By
 TN0658  HISTORY     - 1980     MONUMENTED       NGS
 TN0658
 TN0658                          STATION DESCRIPTION
 TN0658
 TN0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0658'51.0 KM NE FROM LIBBY.
 TN0658'51.0 KILOMETERS (31.5 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0658'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, 0.8 KILOMETER (0.5 MILE)
 TN0658'NORTH OF HIGHWAY MILEPOST 31 , SET IN TOP OF A SMALL LEDGE AT THE
 TN0658'FOOT OF AND AT THE APPROXIMATE CENTER OF A BEDROCK HIGHWAY CUT, 48.7
 TN0658'METERS (159.5 FEET) NORTHWEST OF THE EAST END OF A 72 INCH DIAMETER
 TN0658'STEEL PIPE CULVERT, (44.2 METERS (145 FEET) SOUTH OF THE EAST END
 TN0658'OF A 24 INCH DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 11.7
 TN0658'METERS (38.5 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.4 METER
 TN0658'(1.5 FEET) EAST OF THE WEST EDGE OF THE LEDGE.
 TN0658'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 TN0658'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0686 ***********************************************************************
 TN0686  DESIGNATION -  G 506
 TN0686  PID         -  TN0686
 TN0686  STATE/COUNTY-  MT/LINCOLN
 TN0686  USGS QUAD   -  VERMICULITE MOUNTAIN (1983)
 TN0686
 TN0686                         *CURRENT SURVEY CONTROL
 TN0686  ___________________________________________________________________
 TN0686* NAD 83(1986)-  48 22 51.     (N)    115 26 33.     (W)     SCALED    
 TN0686* NAVD 88     -       641.602  (meters)    2104.99   (feet)  ADJUSTED  
 TN0686  ___________________________________________________________________
 TN0686  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 TN0686  DYNAMIC HT  -         641.619 (meters)    2105.05  (feet)  COMP
 TN0686  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 TN0686
 TN0686  VERT ORDER  -  FIRST     CLASS II
 TN0686
 TN0686.The horizontal coordinates were scaled from a topographic map and have
 TN0686.an estimated accuracy of +/- 6 seconds.
 TN0686
 TN0686.The orthometric height was determined by differential leveling
 TN0686.and adjusted by the National Geodetic Survey in June 1991..
 TN0686
 TN0686.The geoid height was determined by GEOID03.
 TN0686
 TN0686.The dynamic height is computed by dividing the NAVD 88
 TN0686.geopotential number by the normal gravity value computed on the
 TN0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0686.degrees latitude (g = 980.6199 gals.).
 TN0686
 TN0686.The modeled gravity was interpolated from observed gravity values.
 TN0686
 TN0686;                    North         East    Units  Estimated Accuracy
 TN0686;SPC MT       -   475,710.      160,380.      MT  (+/- 180 meters Scaled)
 TN0686
 TN0686                          SUPERSEDED SURVEY CONTROL
 TN0686
 TN0686.No superseded survey control is available for this station.
 TN0686
 TN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP153598(NAD 83)
 TN0686_MARKER: DB = BENCH MARK DISK
 TN0686_SETTING: 66 = SET IN ROCK OUTCROP
 TN0686_SP_SET: ROCK OUTCROP
 TN0686_STAMPING: G 506 1980
 TN0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0686+STABILITY: POSITION/ELEVATION WELL
 TN0686
 TN0686  HISTORY     - Date     Condition        Report By
 TN0686  HISTORY     - 1980     MONUMENTED       NGS
 TN0686
 TN0686                          STATION DESCRIPTION
 TN0686
 TN0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0686'12.8 KM NE FROM LIBBY.
 TN0686'12.8 KILOMETERS (7.9 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0686'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, AT THE MIDDLE OF A SHORT
 TN0686'STRAIGHT STRETCH OF HIGHWAY, 0.2 KILOMETER (0.1 MILE) NORTHWEST
 TN0686'OF HIGHWAY MILE POST 8, SET IN TOP OF A 6 X 10 FOOT EXPOSED AREA
 TN0686'OF BEDROCK IN A HIGHWAY CUT, 34.8 METERS (114 FEET) SOUTHEAST OF
 TN0686'A 30 INCH DIAMETER CONCRETE PIPE CULVERT UNDER THE HIGHWAY,
 TN0686'7.9 METERS (26.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY.
 TN0686'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0729 ***********************************************************************
 SU0729  DESIGNATION -  G 507
 SU0729  PID         -  SU0729
 SU0729  STATE/COUNTY-  MT/LAKE
 SU0729  USGS QUAD   -  CHARLO (1965)
 SU0729
 SU0729                         *CURRENT SURVEY CONTROL
 SU0729  ___________________________________________________________________
 SU0729* NAD 83(1986)-  47 25 18.     (N)    114 12 09.     (W)     SCALED    
 SU0729* NAVD 88     -       886.606  (meters)    2908.81   (feet)  ADJUSTED  
 SU0729  ___________________________________________________________________
 SU0729  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 SU0729  DYNAMIC HT  -         886.543 (meters)    2908.60  (feet)  COMP
 SU0729  MODELED GRAV-     980,513.1   (mgal)                       NAVD 88
 SU0729
 SU0729  VERT ORDER  -  FIRST     CLASS II
 SU0729
 SU0729.The horizontal coordinates were scaled from a topographic map and have
 SU0729.an estimated accuracy of +/- 6 seconds.
 SU0729
 SU0729.The orthometric height was determined by differential leveling
 SU0729.and adjusted by the National Geodetic Survey in June 1991..
 SU0729
 SU0729.The geoid height was determined by GEOID03.
 SU0729
 SU0729.The dynamic height is computed by dividing the NAVD 88
 SU0729.geopotential number by the normal gravity value computed on the
 SU0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0729.degrees latitude (g = 980.6199 gals.).
 SU0729
 SU0729.The modeled gravity was interpolated from observed gravity values.
 SU0729
 SU0729;                    North         East    Units  Estimated Accuracy
 SU0729;SPC MT       -   363,070.      245,590.      MT  (+/- 180 meters Scaled)
 SU0729
 SU0729                          SUPERSEDED SURVEY CONTROL
 SU0729
 SU0729.No superseded survey control is available for this station.
 SU0729
 SU0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN109558(NAD 83)
 SU0729_MARKER: I = METAL ROD
 SU0729_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0729_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0729_STAMPING: G 507 1979
 SU0729_PROJECTION: FLUSH
 SU0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0729+STABILITY: POSITION/ELEVATION WELL
 SU0729_ROD/PIPE-DEPTH: 10.7 meters
 SU0729_SLEEVE-DEPTH  : 7.01 meters
 SU0729
 SU0729  HISTORY     - Date     Condition        Report By
 SU0729  HISTORY     - 1979     MONUMENTED       NGS
 SU0729
 SU0729                          STATION DESCRIPTION
 SU0729
 SU0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0729'2.3 MI SW FROM CHARLO.
 SU0729'2.3 MILES SOUTHWEST ALONG STATE ROUTE 212 FROM THE POST OFFICE IN
 SU0729'CHARLO.  SET EAST OF THERIGHT-OF-WAY AND IN LINE WITH POWER POLE NO.
 SU0729'070500, 0.05 MILES NORTHEAST OF A SMALL FRAME HOUSE.  73 FEET SOUTH
 SU0729'OF THE SOUTH END GATE FOR A FIELD ENTERANCE, 46 FEET EAST OF THE
 SU0729'CENTERLINE OF THE STATE ROUTE, 6 FEET NORTH OF THE POWER POLE, AND
 SU0729'3 FEET WEST OF THE FENCE LINE.
 SU0729'THE MARK IS 1 FT  S FROM A WITNESS POST.
 SU0729'THE MARK IS 2 FT BELOW THE STATE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0766 ***********************************************************************
 RX0766  DESIGNATION -  G 508
 RX0766  PID         -  RX0766
 RX0766  STATE/COUNTY-  MT/POWELL
 RX0766  USGS QUAD   -  WARM SPRINGS (1989)
 RX0766
 RX0766                         *CURRENT SURVEY CONTROL
 RX0766  ___________________________________________________________________
 RX0766* NAD 83(1986)-  46 13 33.     (N)    112 46 15.     (W)     SCALED    
 RX0766* NAVD 88     -      1446.473  (meters)    4745.64   (feet)  ADJUSTED  
 RX0766  ___________________________________________________________________
 RX0766  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RX0766  DYNAMIC HT  -        1445.984 (meters)    4744.03  (feet)  COMP
 RX0766  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 RX0766  OBS GRAVITY -     980,225.7   (mgal)                       GRAV_OBS
 RX0766
 RX0766  VERT ORDER  -  FIRST     CLASS II
 RX0766
 RX0766.The horizontal coordinates were scaled from a topographic map and have
 RX0766.an estimated accuracy of +/- 6 seconds.
 RX0766
 RX0766.The orthometric height was determined by differential leveling
 RX0766.and adjusted by the National Geodetic Survey in June 1991..
 RX0766
 RX0766.The geoid height was determined by GEOID03.
 RX0766
 RX0766.The dynamic height is computed by dividing the NAVD 88
 RX0766.geopotential number by the normal gravity value computed on the
 RX0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0766.degrees latitude (g = 980.6199 gals.).
 RX0766
 RX0766.The modeled gravity was interpolated from observed gravity values.
 RX0766.The observed gravity was obtained from relative gravimeter ties
 RX0766.to the IGSN71 gravity network.
 RX0766
 RX0766;                    North         East    Units  Estimated Accuracy
 RX0766;SPC MT       -   224,830.      347,870.      MT  (+/- 180 meters Scaled)
 RX0766
 RX0766                          SUPERSEDED SURVEY CONTROL
 RX0766
 RX0766.No superseded survey control is available for this station.
 RX0766
 RX0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS634206(NAD 83)
 RX0766_MARKER: I = METAL ROD
 RX0766_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RX0766_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RX0766_STAMPING: G 508 1979
 RX0766_PROJECTION: PROJECTING 8 CENTIMETERS
 RX0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0766+STABILITY: POSITION/ELEVATION WELL
 RX0766_ROD/PIPE-DEPTH: 10.7 meters
 RX0766_SLEEVE-DEPTH  : 7.01 meters
 RX0766
 RX0766  HISTORY     - Date     Condition        Report By
 RX0766  HISTORY     - 1979     MONUMENTED       NGS
 RX0766
 RX0766                          STATION DESCRIPTION
 RX0766
 RX0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0766'3.1 MI NORTH FROM WARM SPRINGS.
 RX0766'3.1 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 RX0766'POST OFFICE AT WARM SPRINGS, AT GALEN SIDING AND ACROSS THE TRACKS
 RX0766'FROM A GRAVEL PIT, IN A FIELD BETWEEN THE OLD HIGHWAY AND RAILROAD,
 RX0766'0.85 MILE SOUTH OF STATE HIGHWAY 273, 59 FEET WEST OF THE CENTERLINE
 RX0766'OF THE OLD HIGHWAY, 42 FEET SOUTHEAST OF THE GALEN SIDING SIGN, 36
 RX0766'FEET EAST OF THE EAST RAIL, 4 FEET SOUTH OF A BENCH MARK
 RX0766'STAMPED 4743.540 BUTTE WHICH IS LOOSE AND LEANING.
 RX0766'THE MARK IS 2 FT  N FROM A WITNESS POST.
 RX0766'THE MARK IS 2 FT BELOW CENTERLINE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0784 ***********************************************************************
 SU0784  DESIGNATION -  G 509
 SU0784  PID         -  SU0784
 SU0784  STATE/COUNTY-  MT/MINERAL
 SU0784  USGS QUAD   -  STARK SOUTH (1983)
 SU0784
 SU0784                         *CURRENT SURVEY CONTROL
 SU0784  ___________________________________________________________________
 SU0784* NAD 83(1986)-  47 00 50.     (N)    114 30 21.     (W)     SCALED    
 SU0784* NAVD 88     -       903.282  (meters)    2963.52   (feet)  ADJUSTED  
 SU0784  ___________________________________________________________________
 SU0784  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 SU0784  DYNAMIC HT  -         903.163 (meters)    2963.13  (feet)  COMP
 SU0784  MODELED GRAV-     980,452.1   (mgal)                       NAVD 88
 SU0784
 SU0784  VERT ORDER  -  FIRST     CLASS II
 SU0784
 SU0784.The horizontal coordinates were scaled from a topographic map and have
 SU0784.an estimated accuracy of +/- 6 seconds.
 SU0784
 SU0784.The orthometric height was determined by differential leveling
 SU0784.and adjusted by the National Geodetic Survey in June 1991..
 SU0784
 SU0784.The geoid height was determined by GEOID03.
 SU0784
 SU0784.The dynamic height is computed by dividing the NAVD 88
 SU0784.geopotential number by the normal gravity value computed on the
 SU0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0784.degrees latitude (g = 980.6199 gals.).
 SU0784
 SU0784.The modeled gravity was interpolated from observed gravity values.
 SU0784
 SU0784;                    North         East    Units  Estimated Accuracy
 SU0784;SPC MT       -   319,270.      219,870.      MT  (+/- 180 meters Scaled)
 SU0784
 SU0784                          SUPERSEDED SURVEY CONTROL
 SU0784
 SU0784.No superseded survey control is available for this station.
 SU0784
 SU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN895097(NAD 83)
 SU0784_MARKER: DB = BENCH MARK DISK
 SU0784_SETTING: 66 = SET IN ROCK OUTCROP
 SU0784_SP_SET: ROCK OUTCROP
 SU0784_STAMPING: G 509 1980
 SU0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0784+STABILITY: POSITION/ELEVATION WELL
 SU0784
 SU0784  HISTORY     - Date     Condition        Report By
 SU0784  HISTORY     - 1980     MONUMENTED       NGS
 SU0784
 SU0784                          STATION DESCRIPTION
 SU0784
 SU0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0784'1.7 KM NW FROM ALBERTON.
 SU0784'1.5 KILOMETERS (0.9 MILE) NORTHWEST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0784'THE RAILROAD STREET OVERPASS IN ALBERTON, THENCE 0.2 KILOMETER (0.1
 SU0784'MILE) SOUTHWEST ACROSS THE HIGHWAY AND A FIELD TO A STEEL BRIDGE
 SU0784'ON THE SOUTHWEST FRONTAGE ROAD, MARK CAN ALSO BE REACHED BY GOING
 SU0784'1.5 KILOMETERS (0.9 MILE) NORTHWEST ALONG THE SOUTHWEST FRONTAGE
 SU0784'ROAD FROM THE RAILRAOD STREET OVERPASS, SET IN TOP OF A ROCK OUTCROP
 SU0784'31.0 METERS (101.2 FEET) EAST OF THE NORTHEAST CORNER OF A STEEL
 SU0784'BRIDGE OVER THE CLARK FORK RIVER, 21.2 METERS (69.6 FEET) SOUTHEAST
 SU0784'OF THE CENTERLINE OF THE ROAD, 19.7 METERS (64.6 FEET) NORTHWEST
 SU0784'OF A 30-INCH DIAMETER PINE TREE AT THE SOUTHEAST END OF THE OUTCROP,
 SU0784'13.4 METERS (44.0 FEET) SOUTHWEST OF A TELEPHONE POLE WITH TWO GUY
 SU0784'WIRES, 3.1 METERS (10.1 FEET) NORTHEAST OF A FENCE LINE.
 SU0784'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 SU0784'THE MARK IS 1.0 M BELOW THE OUTCROP RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0246 ***********************************************************************
 TN0246  DESIGNATION -  G 51
 TN0246  PID         -  TN0246
 TN0246  STATE/COUNTY-  MT/LINCOLN
 TN0246  USGS QUAD   -  REXFORD (1983)
 TN0246
 TN0246                         *CURRENT SURVEY CONTROL
 TN0246  ___________________________________________________________________
 TN0246* NAD 83(1986)-  48 52 40.     (N)    115 12 37.     (W)     SCALED    
 TN0246* NAVD 88     -       706.302  (meters)    2317.26   (feet)  ADJUSTED  
 TN0246  ___________________________________________________________________
 TN0246  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 TN0246  DYNAMIC HT  -         706.362 (meters)    2317.46  (feet)  COMP
 TN0246  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 TN0246
 TN0246  VERT ORDER  -  FIRST     CLASS II
 TN0246
 TN0246.The horizontal coordinates were scaled from a topographic map and have
 TN0246.an estimated accuracy of +/- 6 seconds.
 TN0246
 TN0246.The orthometric height was determined by differential leveling
 TN0246.and adjusted by the National Geodetic Survey in June 1991..
 TN0246
 TN0246.The geoid height was determined by GEOID03.
 TN0246
 TN0246.The dynamic height is computed by dividing the NAVD 88
 TN0246.geopotential number by the normal gravity value computed on the
 TN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0246.degrees latitude (g = 980.6199 gals.).
 TN0246
 TN0246.The modeled gravity was interpolated from observed gravity values.
 TN0246
 TN0246;                    North         East    Units  Estimated Accuracy
 TN0246;SPC MT       -   529,540.      181,550.      MT  (+/- 180 meters Scaled)
 TN0246
 TN0246                          SUPERSEDED SURVEY CONTROL
 TN0246
 TN0246  NGVD 29 (??/??/92)  705.115  (m)         2313.36   (f) ADJ UNCH    1 2
 TN0246
 TN0246.Superseded values are not recommended for survey control.
 TN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0246.See file dsdata.txt to determine how the superseded data were derived.
 TN0246
 TN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ312154(NAD 83)
 TN0246_MARKER: DB = BENCH MARK DISK
 TN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0246_STAMPING: G 51 1933
 TN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0246+STABILITY: SURFACE MOTION
 TN0246
 TN0246  HISTORY     - Date     Condition        Report By
 TN0246  HISTORY     - 1933     MONUMENTED       CGS
 TN0246  HISTORY     - 1946     GOOD             NGS
 TN0246  HISTORY     - 1963     MARK NOT FOUND   NGS
 TN0246
 TN0246                          STATION DESCRIPTION
 TN0246
 TN0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0246'IN REXFORD.
 TN0246'AT REXFORD, LINCOLN COUNTY, ON THE GREAT NORTHERN RAILWAY, 24.8 FEET
 TN0246'NORTH OF THE NORTHWEST CORNER OF THE STATION, 25.3 FEET EAST OF THE
 TN0246'EAST RAIL OF THE MAIN TRACK, 35.9 FEET WEST OF THE WEST RAIL OF A
 TN0246'SIDETRACK, IN THE SOUTHWEST CORNER OF A LAWN, AND ABOUT 2 FEET LOWER
 TN0246'THAN THE MAIN TRACK.  A STANDARD DISK, STAMPED G 51 1933 AND SET IN
 TN0246'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 TN0246
 TN0246                          STATION RECOVERY (1963)
 TN0246
 TN0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TN0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0813 ***********************************************************************
 SU0813  DESIGNATION -  G 510
 SU0813  PID         -  SU0813
 SU0813  STATE/COUNTY-  MT/MINERAL
 SU0813  USGS QUAD   -  SUPERIOR (1985)
 SU0813
 SU0813                         *CURRENT SURVEY CONTROL
 SU0813  ___________________________________________________________________
 SU0813* NAD 83(1986)-  47 11 09.     (N)    114 52 40.     (W)     SCALED    
 SU0813* NAVD 88     -       841.767  (meters)    2761.70   (feet)  ADJUSTED  
 SU0813  ___________________________________________________________________
 SU0813  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 SU0813  DYNAMIC HT  -         841.689 (meters)    2761.44  (feet)  COMP
 SU0813  MODELED GRAV-     980,493.5   (mgal)                       NAVD 88
 SU0813
 SU0813  VERT ORDER  -  FIRST     CLASS II
 SU0813
 SU0813.The horizontal coordinates were scaled from a topographic map and have
 SU0813.an estimated accuracy of +/- 6 seconds.
 SU0813
 SU0813.The orthometric height was determined by differential leveling
 SU0813.and adjusted by the National Geodetic Survey in June 1991..
 SU0813
 SU0813.The geoid height was determined by GEOID03.
 SU0813
 SU0813.The dynamic height is computed by dividing the NAVD 88
 SU0813.geopotential number by the normal gravity value computed on the
 SU0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0813.degrees latitude (g = 980.6199 gals.).
 SU0813
 SU0813.The modeled gravity was interpolated from observed gravity values.
 SU0813
 SU0813;                    North         East    Units  Estimated Accuracy
 SU0813;SPC MT       -   340,200.      192,970.      MT  (+/- 180 meters Scaled)
 SU0813
 SU0813                          SUPERSEDED SURVEY CONTROL
 SU0813
 SU0813.No superseded survey control is available for this station.
 SU0813
 SU0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN607280(NAD 83)
 SU0813_MARKER: I = METAL ROD
 SU0813_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0813_SP_SET: STAINLESS STEEL ROD
 SU0813_STAMPING: G 510 1980
 SU0813_PROJECTION: FLUSH
 SU0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0813_ROD/PIPE-DEPTH: 6.0  meters
 SU0813
 SU0813  HISTORY     - Date     Condition        Report By
 SU0813  HISTORY     - 1980     MONUMENTED       NGS
 SU0813
 SU0813                          STATION DESCRIPTION
 SU0813
 SU0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0813'1.3 KM SE FROM SUPERIOR.
 SU0813'1.3 KILOMETERS (0.85 MILE) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0813'THE HIGHWAY BRIDGE OVER RIVER STREET IN SUPERIOR, 0.5 KILOMETER (0.3
 SU0813'MILE) SOUTHEAST OF HIGHWAY MILEPOST 48, 40.6 METERS (133 FEET)
 SU0813'SOUTHWEST OF THE CENTERLINE OF THE ENTRANCE OF THE MINERAL COUNTY
 SU0813'HOSPITAL, 29.4 METERS (96.5 FEET) NORTHEAST OF THE CENTERLINE OF THE
 SU0813'WEST-BOUND LANES OF THE HIGHWAY, 64.5 METERS (211 FEET) WEST OF THE
 SU0813'SOUTH CORNER OF THE HOSPITAL BUILDING, 41.0 METERS (134 FEET)
 SU0813'SOUTHEAST OF HIGHWAY SURVEY STATION MARKER 280, 38.9 METERS (127
 SU0813'FEET) SOUTH OF THE WEST CORNER OF THE HOSPITAL, 0.45 METERS (1.5
 SU0813'FEET) SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 SU0813'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SU0813'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0828 ***********************************************************************
 SU0828  DESIGNATION -  G 511
 SU0828  PID         -  SU0828
 SU0828  STATE/COUNTY-  MT/MINERAL
 SU0828  USGS QUAD   -  SAINT REGIS (1988)
 SU0828
 SU0828                         *CURRENT SURVEY CONTROL
 SU0828  ___________________________________________________________________
 SU0828* NAD 83(1986)-  47 18 19.     (N)    115 05 27.     (W)     SCALED    
 SU0828* NAVD 88     -       806.859  (meters)    2647.17   (feet)  ADJUSTED  
 SU0828  ___________________________________________________________________
 SU0828  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 SU0828  DYNAMIC HT  -         806.799 (meters)    2646.97  (feet)  COMP
 SU0828  MODELED GRAV-     980,513.0   (mgal)                       NAVD 88
 SU0828
 SU0828  VERT ORDER  -  FIRST     CLASS II
 SU0828
 SU0828.The horizontal coordinates were scaled from a topographic map and have
 SU0828.an estimated accuracy of +/- 6 seconds.
 SU0828
 SU0828.The orthometric height was determined by differential leveling
 SU0828.and adjusted by the National Geodetic Survey in June 1991..
 SU0828
 SU0828.The geoid height was determined by GEOID03.
 SU0828
 SU0828.The dynamic height is computed by dividing the NAVD 88
 SU0828.geopotential number by the normal gravity value computed on the
 SU0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0828.degrees latitude (g = 980.6199 gals.).
 SU0828
 SU0828.The modeled gravity was interpolated from observed gravity values.
 SU0828
 SU0828;                    North         East    Units  Estimated Accuracy
 SU0828;SPC MT       -   354,570.      177,820.      MT  (+/- 180 meters Scaled)
 SU0828
 SU0828                          SUPERSEDED SURVEY CONTROL
 SU0828
 SU0828.No superseded survey control is available for this station.
 SU0828
 SU0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN443408(NAD 83)
 SU0828_MARKER: DB = BENCH MARK DISK
 SU0828_SETTING: 66 = SET IN ROCK OUTCROP
 SU0828_SP_SET: ROCK OUTCROP
 SU0828_STAMPING: G 511 1980
 SU0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0828+STABILITY: POSITION/ELEVATION WELL
 SU0828
 SU0828  HISTORY     - Date     Condition        Report By
 SU0828  HISTORY     - 1980     MONUMENTED       NGS
 SU0828
 SU0828                          STATION DESCRIPTION
 SU0828
 SU0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0828'1.1 KM NE FROM ST REGIS.
 SU0828'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG MULLEN TRAIL ROAD (TEMPORARY
 SU0828'INTERSTATE HIGHWAY 90) FROM THE POST OFFICE IN ST. REGIS, THENCE 1.1
 SU0828'KILOMETER, (0.6 MILE) NORTHEAST ALONG STATE HIGHWAY 135, SET IN TOP
 SU0828'OF A SMALL ROCK SHELF IN A HIGHWAY CUT IN THE NORTH CORNER OF A T
 SU0828'JUNCTION OF A PAVED ROAD LEADING NORTHWEST, 41.8 METERS (137 FEET)
 SU0828'SOUTHWEST OF A POWER LINE JUNCTION POLE FOR A SPUR LINE LEADING
 SU0828'WEST, 19.2 METERS (63.0 FEET) NORTHEAST AND ACROSS THE ROAD FROM A
 SU0828'POWER LINE POLE IN THE WEST CORNER OF THE T JUNCTION, 10.7 METERS
 SU0828'(35.2 FEET) NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 10.3
 SU0828'(33.9 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.15 METER
 SU0828'(0.5 FEET) SOUTHEAST OF THE NORTHWEST FACE OF THE CUT.
 SU0828'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SU0828'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0362 ***********************************************************************
 TK0362  DESIGNATION -  G 512
 TK0362  PID         -  TK0362
 TK0362  STATE/COUNTY-  MT/BLAINE
 TK0362  USGS QUAD   -  SAVOY (1964)
 TK0362
 TK0362                         *CURRENT SURVEY CONTROL
 TK0362  ___________________________________________________________________
 TK0362* NAD 83(1986)-  48 29 53.     (N)    108 36 45.     (W)     SCALED    
 TK0362* NAVD 88     -       713.271  (meters)    2340.12   (feet)  ADJUSTED  
 TK0362  ___________________________________________________________________
 TK0362  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TK0362  DYNAMIC HT  -         713.362 (meters)    2340.42  (feet)  COMP
 TK0362  MODELED GRAV-     980,714.8   (mgal)                       NAVD 88
 TK0362
 TK0362  VERT ORDER  -  FIRST     CLASS II
 TK0362
 TK0362.The horizontal coordinates were scaled from a topographic map and have
 TK0362.an estimated accuracy of +/- 6 seconds.
 TK0362
 TK0362.The orthometric height was determined by differential leveling
 TK0362.and adjusted by the National Geodetic Survey in June 1991..
 TK0362
 TK0362.The geoid height was determined by GEOID03.
 TK0362
 TK0362.The dynamic height is computed by dividing the NAVD 88
 TK0362.geopotential number by the normal gravity value computed on the
 TK0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0362.degrees latitude (g = 980.6199 gals.).
 TK0362
 TK0362.The modeled gravity was interpolated from observed gravity values.
 TK0362
 TK0362;                    North         East    Units  Estimated Accuracy
 TK0362;SPC MT       -   472,430.      665,570.      MT  (+/- 180 meters Scaled)
 TK0362
 TK0362                          SUPERSEDED SURVEY CONTROL
 TK0362
 TK0362.No superseded survey control is available for this station.
 TK0362
 TK0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU763744(NAD 83)
 TK0362_MARKER: DB = BENCH MARK DISK
 TK0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0362_SP_SET: STAINLESS STEEL ROD
 TK0362_STAMPING: G 512 1979
 TK0362_PROJECTION: FLUSH
 TK0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0362_ROD/PIPE-DEPTH: 6.10 meters
 TK0362
 TK0362  HISTORY     - Date     Condition        Report By
 TK0362  HISTORY     - 1979     MONUMENTED       NGS
 TK0362
 TK0362                          STATION DESCRIPTION
 TK0362
 TK0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0362'8.0 MI EAST FROM HARLEM.
 TK0362'8.0 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0362'STATION IN HARLEM, 103 FEET NORTH OF UTILITY POLE NUMBER 6, 59
 TK0362'FEET NORTH OF THE CENTER OF A DIRT ROAD, AND 43 FEET SOUTH OF THE
 TK0362'SOUTH RAIL OF THE RAILROAD TRACK.  NOTE=ACCESS TO THE DISK IS THROUGH
 TK0362'A 4-INCH SCREW PLUG.
 TK0362'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
 TK0362'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0487 ***********************************************************************
 TL0487  DESIGNATION -  G 513
 TL0487  PID         -  TL0487
 TL0487  STATE/COUNTY-  MT/HILL
 TL0487  USGS QUAD   -  GILDFORD (1969)
 TL0487
 TL0487                         *CURRENT SURVEY CONTROL
 TL0487  ___________________________________________________________________
 TL0487* NAD 83(1986)-  48 34 20.     (N)    110 18 07.     (W)     SCALED    
 TL0487* NAVD 88     -       865.424  (meters)    2839.31   (feet)  ADJUSTED  
 TL0487  ___________________________________________________________________
 TL0487  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 TL0487  DYNAMIC HT  -         865.496 (meters)    2839.55  (feet)  COMP
 TL0487  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 TL0487  OBS GRAVITY -     980,667.3   (mgal)                       GRAV_OBS
 TL0487
 TL0487  VERT ORDER  -  FIRST     CLASS II
 TL0487
 TL0487.The horizontal coordinates were scaled from a topographic map and have
 TL0487.an estimated accuracy of +/- 6 seconds.
 TL0487
 TL0487.The orthometric height was determined by differential leveling
 TL0487.and adjusted by the National Geodetic Survey in June 1991..
 TL0487
 TL0487.The geoid height was determined by GEOID03.
 TL0487
 TL0487.The dynamic height is computed by dividing the NAVD 88
 TL0487.geopotential number by the normal gravity value computed on the
 TL0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0487.degrees latitude (g = 980.6199 gals.).
 TL0487
 TL0487.The modeled gravity was interpolated from observed gravity values.
 TL0487.The observed gravity was obtained from relative gravimeter ties
 TL0487.to the IGSN71 gravity network.
 TL0487
 TL0487;                    North         East    Units  Estimated Accuracy
 TL0487;SPC MT       -   480,610.      540,830.      MT  (+/- 180 meters Scaled)
 TL0487
 TL0487                          SUPERSEDED SURVEY CONTROL
 TL0487
 TL0487.No superseded survey control is available for this station.
 TL0487
 TL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU514801(NAD 83)
 TL0487_MARKER: DB = BENCH MARK DISK
 TL0487_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 TL0487_SP_SET: CONCRETE GYM
 TL0487_STAMPING: G 513 1979
 TL0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TL0487+STABILITY: POSITION/ELEVATION WELL
 TL0487
 TL0487  HISTORY     - Date     Condition        Report By
 TL0487  HISTORY     - 1979     MONUMENTED       NGS
 TL0487
 TL0487                          STATION DESCRIPTION
 TL0487
 TL0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0487'IN GILDFORD.
 TL0487'DISK IS SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST CONCRETE
 TL0487'CORNER COLUMN OF THE K-G HIGH SCHOOL GYM IN GILDFORD, 4 FEET ABOVE THE
 TL0487'GROUND.  NOTE=QUALITY A MARK.
 TL0487'THE MARK IS 4 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0297 ***********************************************************************
 TK0297  DESIGNATION -  G 514
 TK0297  PID         -  TK0297
 TK0297  STATE/COUNTY-  MT/HILL
 TK0297  USGS QUAD   -  FRESNO DAM (1970)
 TK0297
 TK0297                         *CURRENT SURVEY CONTROL
 TK0297  ___________________________________________________________________
 TK0297* NAD 83(1986)-  48 34 05.     (N)    109 59 36.     (W)     SCALED    
 TK0297* NAVD 88     -       825.361  (meters)    2707.87   (feet)  ADJUSTED  
 TK0297  ___________________________________________________________________
 TK0297  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TK0297  DYNAMIC HT  -         825.441 (meters)    2708.13  (feet)  COMP
 TK0297  MODELED GRAV-     980,680.6   (mgal)                       NAVD 88
 TK0297
 TK0297  VERT ORDER  -  FIRST     CLASS II
 TK0297
 TK0297.The horizontal coordinates were scaled from a topographic map and have
 TK0297.an estimated accuracy of +/- 6 seconds.
 TK0297
 TK0297.The orthometric height was determined by differential leveling
 TK0297.and adjusted by the National Geodetic Survey in June 1991..
 TK0297
 TK0297.The geoid height was determined by GEOID03.
 TK0297
 TK0297.The dynamic height is computed by dividing the NAVD 88
 TK0297.geopotential number by the normal gravity value computed on the
 TK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0297.degrees latitude (g = 980.6199 gals.).
 TK0297
 TK0297.The modeled gravity was interpolated from observed gravity values.
 TK0297
 TK0297;                    North         East    Units  Estimated Accuracy
 TK0297;SPC MT       -   479,950.      563,600.      MT  (+/- 180 meters Scaled)
 TK0297
 TK0297                          SUPERSEDED SURVEY CONTROL
 TK0297
 TK0297.No superseded survey control is available for this station.
 TK0297
 TK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU742799(NAD 83)
 TK0297_MARKER: DB = BENCH MARK DISK
 TK0297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0297_SP_SET: STAINLESS STEEL ROD
 TK0297_STAMPING: G 514 1979
 TK0297_PROJECTION: FLUSH
 TK0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0297_ROD/PIPE-DEPTH: 7.62 meters
 TK0297
 TK0297  HISTORY     - Date     Condition        Report By
 TK0297  HISTORY     - 1979     MONUMENTED       NGS
 TK0297
 TK0297                          STATION DESCRIPTION
 TK0297
 TK0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0297'4.2 MI EAST FROM KREMLIN.
 TK0297'4.2 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TK0297'KREMLIN, 110.4 FEET SOUTH AND ACROSS THE TRACK FROM MILE POST NUMBER
 TK0297'976, 95.5 FEET SOUTH AND ACROSS THE TRACK FROM THE SOUTH RAIL, 41.2
 TK0297'FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 1.8 FEET NORTH OF A
 TK0297'FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0297'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 TK0297'THE MARK IS 3 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0334 ***********************************************************************
 TK0334  DESIGNATION -  G 515
 TK0334  PID         -  TK0334
 TK0334  STATE/COUNTY-  MT/BLAINE
 TK0334  USGS QUAD   -  LOHMAN SE (1964)
 TK0334
 TK0334                         *CURRENT SURVEY CONTROL
 TK0334  ___________________________________________________________________
 TK0334* NAD 83(1986)-  48 35 43.     (N)    109 20 29.     (W)     SCALED    
 TK0334* NAVD 88     -       738.407  (meters)    2422.59   (feet)  ADJUSTED  
 TK0334  ___________________________________________________________________
 TK0334  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 TK0334  DYNAMIC HT  -         738.491 (meters)    2422.87  (feet)  COMP
 TK0334  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 TK0334
 TK0334  VERT ORDER  -  FIRST     CLASS II
 TK0334
 TK0334.The horizontal coordinates were scaled from a topographic map and have
 TK0334.an estimated accuracy of +/- 6 seconds.
 TK0334
 TK0334.The orthometric height was determined by differential leveling
 TK0334.and adjusted by the National Geodetic Survey in June 1991..
 TK0334
 TK0334.The geoid height was determined by GEOID03.
 TK0334
 TK0334.The dynamic height is computed by dividing the NAVD 88
 TK0334.geopotential number by the normal gravity value computed on the
 TK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0334.degrees latitude (g = 980.6199 gals.).
 TK0334
 TK0334.The modeled gravity was interpolated from observed gravity values.
 TK0334
 TK0334;                    North         East    Units  Estimated Accuracy
 TK0334;SPC MT       -   482,880.      611,700.      MT  (+/- 180 meters Scaled)
 TK0334
 TK0334                          SUPERSEDED SURVEY CONTROL
 TK0334
 TK0334.No superseded survey control is available for this station.
 TK0334
 TK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU222837(NAD 83)
 TK0334_MARKER: DB = BENCH MARK DISK
 TK0334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0334_SP_SET: STAINLESS STEEL ROD
 TK0334_STAMPING: G 515 1979
 TK0334_PROJECTION: FLUSH
 TK0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0334_ROD/PIPE-DEPTH: 7.62 meters
 TK0334
 TK0334  HISTORY     - Date     Condition        Report By
 TK0334  HISTORY     - 1979     MONUMENTED       NGS
 TK0334
 TK0334                          STATION DESCRIPTION
 TK0334
 TK0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0334'5.2 MI WEST FROM CHINOOK.
 TK0334'5.25 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TK0334'CHINOOK, 167 FEET NORTH OF THE CENTER OF THE HIGHWAY, 57 FEET NORTH
 TK0334'OF THE NORTH RAIL OF THE GREAT NORTHERN RAILROAD TRACK, 43 FEET SOUTH
 TK0334'OF THE CENTER OF A GRAVELED ROAD, AND 3 FEET EAST OF UTILITY POLE
 TK0334'NUMBER A 103.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 TK0334'PLUG.
 TK0334'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TK0334'THE MARK IS ABOVE LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0719 ***********************************************************************
 TN0719  DESIGNATION -  G 516
 TN0719  PID         -  TN0719
 TN0719  STATE/COUNTY-  MT/LINCOLN
 TN0719  USGS QUAD   -  TROY (1983)
 TN0719
 TN0719                         *CURRENT SURVEY CONTROL
 TN0719  ___________________________________________________________________
 TN0719* NAD 83(1986)-  48 27 50.     (N)    115 53 48.     (W)     SCALED    
 TN0719* NAVD 88     -       582.904  (meters)    1912.41   (feet)  ADJUSTED  
 TN0719  ___________________________________________________________________
 TN0719  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TN0719  DYNAMIC HT  -         582.951 (meters)    1912.57  (feet)  COMP
 TN0719  MODELED GRAV-     980,674.2   (mgal)                       NAVD 88
 TN0719
 TN0719  VERT ORDER  -  FIRST     CLASS II
 TN0719
 TN0719.The horizontal coordinates were scaled from a topographic map and have
 TN0719.an estimated accuracy of +/- 6 seconds.
 TN0719
 TN0719.The orthometric height was determined by differential leveling
 TN0719.and adjusted by the National Geodetic Survey in June 1991..
 TN0719
 TN0719.The geoid height was determined by GEOID03.
 TN0719
 TN0719.The dynamic height is computed by dividing the NAVD 88
 TN0719.geopotential number by the normal gravity value computed on the
 TN0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0719.degrees latitude (g = 980.6199 gals.).
 TN0719
 TN0719.The modeled gravity was interpolated from observed gravity values.
 TN0719
 TN0719;                    North         East    Units  Estimated Accuracy
 TN0719;SPC MT       -   487,560.      127,600.      MT  (+/- 180 meters Scaled)
 TN0719
 TN0719                          SUPERSEDED SURVEY CONTROL
 TN0719
 TN0719.No superseded survey control is available for this station.
 TN0719
 TN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP815684(NAD 83)
 TN0719_MARKER: DB = BENCH MARK DISK
 TN0719_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 TN0719_SP_SET: BUILDING FOUNDATION
 TN0719_STAMPING: G 516 1980
 TN0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0719+STABILITY: POSITION/ELEVATION WELL
 TN0719
 TN0719  HISTORY     - Date     Condition        Report By
 TN0719  HISTORY     - 1980     MONUMENTED       NGS
 TN0719
 TN0719                          STATION DESCRIPTION
 TN0719
 TN0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0719'IN TROY.
 TN0719'AT THE HIGH SCHOOL IN TROY, SET IN THE LANDING OF THE NORTHEAST
 TN0719'ENTRANCE TO THE OLD HIGH SCHOOL BUILDING, 2.1 METERS (7.0 FEET)
 TN0719'SOUTHWEST OF THE NORTHEAST EDGE OF THE LANDING, 1.5 METERS (5.0 FEET)
 TN0719'SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE.
 TN0719'THE MARK IS ABOVE LEVEL WITH THE LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0129 ***********************************************************************
 TN0129  DESIGNATION -  G 52
 TN0129  PID         -  TN0129
 TN0129  STATE/COUNTY-  MT/FLATHEAD
 TN0129  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0129
 TN0129                         *CURRENT SURVEY CONTROL
 TN0129  ___________________________________________________________________
 TN0129* NAD 83(1986)-  48 22 49.     (N)    114 12 20.     (W)     SCALED    
 TN0129* NAVD 88     -       941.953  (meters)    3090.39   (feet)  ADJUSTED  
 TN0129  ___________________________________________________________________
 TN0129  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TN0129  DYNAMIC HT  -         941.936 (meters)    3090.34  (feet)  COMP
 TN0129  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 TN0129
 TN0129  VERT ORDER  -  FIRST     CLASS II
 TN0129
 TN0129.The horizontal coordinates were scaled from a topographic map and have
 TN0129.an estimated accuracy of +/- 6 seconds.
 TN0129
 TN0129.The orthometric height was determined by differential leveling
 TN0129.and adjusted by the National Geodetic Survey in June 1991..
 TN0129.WARNING-Repeat measurements at this control monument indicate possible
 TN0129.vertical movement.
 TN0129
 TN0129.The geoid height was determined by GEOID03.
 TN0129
 TN0129.The dynamic height is computed by dividing the NAVD 88
 TN0129.geopotential number by the normal gravity value computed on the
 TN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0129.degrees latitude (g = 980.6199 gals.).
 TN0129
 TN0129.The modeled gravity was interpolated from observed gravity values.
 TN0129
 TN0129;                    North         East    Units  Estimated Accuracy
 TN0129;SPC MT       -   469,430.      251,760.      MT  (+/- 180 meters Scaled)
 TN0129
 TN0129                          SUPERSEDED SURVEY CONTROL
 TN0129
 TN0129  NGVD 29 (??/??/92)  940.784  (m)         3086.56   (f) ADJ UNCH    1 2
 TN0129
 TN0129.Superseded values are not recommended for survey control.
 TN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0129.See file dsdata.txt to determine how the superseded data were derived.
 TN0129
 TN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP069623(NAD 83)
 TN0129_MARKER: DB = BENCH MARK DISK
 TN0129_SETTING: 80 = SET IN A BOULDER
 TN0129_SP_SET: BOULDER
 TN0129_STAMPING: G 52 1933
 TN0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0129+STABILITY: SURFACE MOTION
 TN0129
 TN0129  HISTORY     - Date     Condition        Report By
 TN0129  HISTORY     - 1933     MONUMENTED       CGS
 TN0129  HISTORY     - 1946     GOOD             NGS
 TN0129
 TN0129                          STATION DESCRIPTION
 TN0129
 TN0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0129'1.2 MI NW FROM COLUMBIA FALLS.
 TN0129'1.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0129'AT COLUMBIA FALLS, FLATHEAD COUNTY, 365 YARDS NORTHEAST OF MILEPOST
 TN0129'1213, 102 FEET NORTH OF A STATION-ONE-MILE SIGN, 59 FEET NORTH OF THE
 TN0129'NORTH RAIL, 38 FEET SOUTH OF THE RIGHT-OF-WAY FENCE BETWEEN TWO SMALL
 TN0129'RAILROAD CUTS, AND IN THE TOP OF AN EMBEDDED BOULDER.  A STANDARD
 TN0129'DISK, STAMPED G 52 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0852 ***********************************************************************
 SU0852  DESIGNATION -  G 520
 SU0852  PID         -  SU0852
 SU0852  STATE/COUNTY-  MT/SANDERS
 SU0852  USGS QUAD   -  PARADISE (1984)
 SU0852
 SU0852                         *CURRENT SURVEY CONTROL
 SU0852  ___________________________________________________________________
 SU0852* NAD 83(1986)-  47 24 50.     (N)    114 49 48.     (W)     SCALED    
 SU0852* NAVD 88     -       755.041  (meters)    2477.16   (feet)  ADJUSTED  
 SU0852  ___________________________________________________________________
 SU0852  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 SU0852  DYNAMIC HT  -         755.010 (meters)    2477.06  (feet)  COMP
 SU0852  MODELED GRAV-     980,547.6   (mgal)                       NAVD 88
 SU0852
 SU0852  VERT ORDER  -  FIRST     CLASS II
 SU0852
 SU0852.The horizontal coordinates were scaled from a topographic map and have
 SU0852.an estimated accuracy of +/- 6 seconds.
 SU0852
 SU0852.The orthometric height was determined by differential leveling
 SU0852.and adjusted by the National Geodetic Survey in June 1991..
 SU0852
 SU0852.The geoid height was determined by GEOID03.
 SU0852
 SU0852.The dynamic height is computed by dividing the NAVD 88
 SU0852.geopotential number by the normal gravity value computed on the
 SU0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0852.degrees latitude (g = 980.6199 gals.).
 SU0852
 SU0852.The modeled gravity was interpolated from observed gravity values.
 SU0852
 SU0852;                    North         East    Units  Estimated Accuracy
 SU0852;SPC MT       -   365,240.      198,310.      MT  (+/- 180 meters Scaled)
 SU0852
 SU0852                          SUPERSEDED SURVEY CONTROL
 SU0852
 SU0852.No superseded survey control is available for this station.
 SU0852
 SU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN636534(NAD 83)
 SU0852_MARKER: DB = BENCH MARK DISK
 SU0852_SETTING: 66 = SET IN ROCK OUTCROP
 SU0852_SP_SET: ROCK OUTCROP
 SU0852_STAMPING: G 520 1980
 SU0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0852+STABILITY: POSITION/ELEVATION WELL
 SU0852
 SU0852  HISTORY     - Date     Condition        Report By
 SU0852  HISTORY     - 1980     MONUMENTED       NGS
 SU0852
 SU0852                          STATION DESCRIPTION
 SU0852
 SU0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0852'3.4 KM NW FROM PARADISE.
 SU0852'3.4 KILOMETERS (2.1 MILES) NORTHWEST ALONG THE BURLINGTON NORTHERN
 SU0852'RAILWAY FROM THE STATION IN PARADISE, SET IN TOP OF A SMALL, SLOPING
 SU0852'SHELF OF ROCK IN A HIGHWAY CUT, 84 PACES SOUTHEAST OF THE SOUTHEAST
 SU0852'END OF A HIGHWAY CURVE, 109 METERS (357 FEET) NORTHWEST AND ACROSS THE
 SU0852'HIGHWAY FROM RAILWAY MILEPOST 2, 35.3 METERS (116 FEET) NORTHEAST OF
 SU0852'THE NORTHEAST RAIL OF THE MAIN TRACKS, 29.5 METERS (97.0 FEET)
 SU0852'NORTHEAST OF THE THIRD TELEGRAPH POLE NORTHWEST OF THE RAILWAY
 SU0852'MILEPOST, 41.5 METERS (136 FEET) NORTHWEST OF THE EXTENDED CENTERLINE
 SU0852'OF A GRAVEL ACCESS ROAD CROSING THE TRACKS, 7.0 METERS (23.0 FEET)
 SU0852'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SU0852'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 SU0852'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0877 ***********************************************************************
 SU0877  DESIGNATION -  G 521
 SU0877  PID         -  SU0877
 SU0877  STATE/COUNTY-  MT/SANDERS
 SU0877  USGS QUAD   -  BELKNAP (1988)
 SU0877
 SU0877                         *CURRENT SURVEY CONTROL
 SU0877  ___________________________________________________________________
 SU0877* NAD 83(1986)-  47 44 38.     (N)    115 28 58.     (W)     SCALED    
 SU0877* NAVD 88     -       786.195  (meters)    2579.37   (feet)  ADJUSTED  
 SU0877  ___________________________________________________________________
 SU0877  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 SU0877  DYNAMIC HT  -         786.182 (meters)    2579.33  (feet)  COMP
 SU0877  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 SU0877
 SU0877  VERT ORDER  -  FIRST     CLASS II
 SU0877
 SU0877.The horizontal coordinates were scaled from a topographic map and have
 SU0877.an estimated accuracy of +/- 6 seconds.
 SU0877
 SU0877.The orthometric height was determined by differential leveling
 SU0877.and adjusted by the National Geodetic Survey in June 1991..
 SU0877
 SU0877.The geoid height was determined by GEOID03.
 SU0877
 SU0877.The dynamic height is computed by dividing the NAVD 88
 SU0877.geopotential number by the normal gravity value computed on the
 SU0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0877.degrees latitude (g = 980.6199 gals.).
 SU0877
 SU0877.The modeled gravity was interpolated from observed gravity values.
 SU0877
 SU0877;                    North         East    Units  Estimated Accuracy
 SU0877;SPC MT       -   405,350.      152,000.      MT  (+/- 180 meters Scaled)
 SU0877
 SU0877                          SUPERSEDED SURVEY CONTROL
 SU0877
 SU0877.No superseded survey control is available for this station.
 SU0877
 SU0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN137889(NAD 83)
 SU0877_MARKER: I = METAL ROD
 SU0877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0877_SP_SET: STAINLESS STEEL ROD
 SU0877_STAMPING: G 521 1980
 SU0877_PROJECTION: FLUSH
 SU0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0877_ROD/PIPE-DEPTH: 3.0  meters
 SU0877
 SU0877  HISTORY     - Date     Condition        Report By
 SU0877  HISTORY     - 1980     MONUMENTED       NGS
 SU0877
 SU0877                          STATION DESCRIPTION
 SU0877
 SU0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0877'13.4 KM SE FROM TROUT CREEK.
 SU0877'13.4 KILOMETERS (8.3 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 SU0877'THE POST OFFICE IN TROUT CREEK, ALSO 1.4 KILOMETERS (0.9 MILE)
 SU0877'NORTHWEST OF BENCH MARK F 521, 0.2 KILOMETER (0.1 MILE) NORTHWEST
 SU0877'OF HIGHWAY MILEPOST NUMBER 38, 30.5 METERS (100 FEET) SOUTHWEST OF
 SU0877'THE CENTERLINE OF THE HIGHWAY, 54.1 METERS (178 FEET) NORTHEAST
 SU0877'OF THE NORTH CORNER OF A TWO STORY FRAME HOUSE, 41.0 METERS (134
 SU0877'FEET) NORTH OF THE EXTENDED CENTERLINE OF A DRIVE TO THE HOUSE, 39.0
 SU0877'METERS (128 FEET) SOUTH OF A CORNER POST IN THE HIGHWAY RIGHT-OF-WAY
 SU0877'FENCE, 16.8 METERS (55.0 FEET) NORTHWEST OF THE CENTERLINE OF A
 SU0877'GRAVEL ROAD LEADING SOUTH TO BEAVER CREEK ROAD, 9.05 METERS (29.7
 SU0877'FEET) EAST OF THE FENCE LINE, 1.2 METERS (3.9 FEET) SOUTHWEST OF
 SU0877'POWER LINE POLE NUMBER C 240/1 WITH ONE GUY WIRE.
 SU0877'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 SU0877'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0613 ***********************************************************************
 TN0613  DESIGNATION -  G 522
 TN0613  PID         -  TN0613
 TN0613  STATE/COUNTY-  MT/SANDERS
 TN0613  USGS QUAD   -  HERON (1983)
 TN0613
 TN0613                         *CURRENT SURVEY CONTROL
 TN0613  ___________________________________________________________________
 TN0613* NAD 83(1986)-  48 05 12.     (N)    115 59 40.     (W)     SCALED    
 TN0613* NAVD 88     -       699.062  (meters)    2293.51   (feet)  ADJUSTED  
 TN0613  ___________________________________________________________________
 TN0613  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TN0613  DYNAMIC HT  -         699.090 (meters)    2293.60  (feet)  COMP
 TN0613  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 TN0613
 TN0613  VERT ORDER  -  FIRST     CLASS II
 TN0613
 TN0613.The horizontal coordinates were scaled from a topographic map and have
 TN0613.an estimated accuracy of +/- 6 seconds.
 TN0613
 TN0613.The orthometric height was determined by differential leveling
 TN0613.and adjusted by the National Geodetic Survey in June 1991..
 TN0613
 TN0613.The geoid height was determined by GEOID03.
 TN0613
 TN0613.The dynamic height is computed by dividing the NAVD 88
 TN0613.geopotential number by the normal gravity value computed on the
 TN0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0613.degrees latitude (g = 980.6199 gals.).
 TN0613
 TN0613.The modeled gravity was interpolated from observed gravity values.
 TN0613
 TN0613;                    North         East    Units  Estimated Accuracy
 TN0613;SPC MT       -   446,370.      116,930.      MT  (+/- 180 meters Scaled)
 TN0613
 TN0613                          SUPERSEDED SURVEY CONTROL
 TN0613
 TN0613.No superseded survey control is available for this station.
 TN0613
 TN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP748264(NAD 83)
 TN0613_MARKER: I = METAL ROD
 TN0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0613_SP_SET: STAINLESS STEEL ROD
 TN0613_STAMPING: G 522 1980
 TN0613_PROJECTION: FLUSH
 TN0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0613_ROD/PIPE-DEPTH: 6.0  meters
 TN0613
 TN0613  HISTORY     - Date     Condition        Report By
 TN0613  HISTORY     - 1980     MONUMENTED       NGS
 TN0613
 TN0613                          STATION DESCRIPTION
 TN0613
 TN0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0613'17.2 KM SE FROM CLARK FORK.
 TN0613'17.2 KILOMETERS (10.7 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TN0613'THE PUBLIC SCHOOL IN CLARK FORK, 0.7 KILOMETER (0.45 MILE)
 TN0613'NORTHWEST OF HIGHWAY MILEPOST 3, 12.7 METERS (41.7 FEET) SOUTH OF
 TN0613'THE CENTERLINE OF THE HIGHWAY, 54.0 METERS (177 FEET) WEST OF THE
 TN0613'EXTENDED CENTERLINE OF THE EAST DRIVE TO A TWO STORY FRAME HOUSE,
 TN0613'25.5 METERS (83.6 FEET) NORTHEAST OF A NORTHWEST CORNER POST IN THE
 TN0613'HIGHWAY RIGHT-OF-WAY FENCE, 17.1 METERS (56.1 FEET) EAST OF THE
 TN0613'CENTERLINE OF A TRACK ROAD LEADING SOUTH, 13.0 METERS (42.7 FEET)
 TN0613'NORTH OF THE RIGHT-OF-WAY FENCE, 0.6 METER (2.0 FEET) EAST OF POWER
 TN0613'LINE POLE WITH TRANSFORMER NUMBER 9971 AND ONE GUY WIRE, 0.55 METER
 TN0613'(1.8 FEET) WEST OF TELEPHONE POLE NUMBER CG 38.
 TN0613'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 TN0613'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0821 ***********************************************************************
 RY0821  DESIGNATION -  G 523
 RY0821  PID         -  RY0821
 RY0821  STATE/COUNTY-  MT/MISSOULA
 RY0821  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0821
 RY0821                         *CURRENT SURVEY CONTROL
 RY0821  ___________________________________________________________________
 RY0821* NAD 83(1986)-  46 40 36.     (N)    114 34 09.     (W)     SCALED    
 RY0821* NAVD 88     -      1352.016  (meters)    4435.74   (feet)  ADJUSTED  
 RY0821  ___________________________________________________________________
 RY0821  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RY0821  DYNAMIC HT  -        1351.683 (meters)    4434.65  (feet)  COMP
 RY0821  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 RY0821
 RY0821  VERT ORDER  -  FIRST     CLASS II
 RY0821
 RY0821.The horizontal coordinates were scaled from a topographic map and have
 RY0821.an estimated accuracy of +/- 6 seconds.
 RY0821
 RY0821.The orthometric height was determined by differential leveling
 RY0821.and adjusted by the National Geodetic Survey in June 1991..
 RY0821
 RY0821.The geoid height was determined by GEOID03.
 RY0821
 RY0821.The dynamic height is computed by dividing the NAVD 88
 RY0821.geopotential number by the normal gravity value computed on the
 RY0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0821.degrees latitude (g = 980.6199 gals.).
 RY0821
 RY0821.The modeled gravity was interpolated from observed gravity values.
 RY0821
 RY0821;                    North         East    Units  Estimated Accuracy
 RY0821;SPC MT       -   282,190.      212,640.      MT  (+/- 180 meters Scaled)
 RY0821
 RY0821                          SUPERSEDED SURVEY CONTROL
 RY0821
 RY0821.No superseded survey control is available for this station.
 RY0821
 RY0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM859721(NAD 83)
 RY0821_MARKER: DB = BENCH MARK DISK
 RY0821_SETTING: 66 = SET IN ROCK OUTCROP
 RY0821_SP_SET: ROCK OUTCROP
 RY0821_STAMPING: G 523 1980
 RY0821_MARK LOGO: NGS   
 RY0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0821+STABILITY: POSITION/ELEVATION WELL
 RY0821
 RY0821  HISTORY     - Date     Condition        Report By
 RY0821  HISTORY     - 1980     MONUMENTED       NGS
 RY0821
 RY0821                          STATION DESCRIPTION
 RY0821
 RY0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0821'6.6 KM (4.1 MI) SW FROM LOLO HOT SPRINGS.
 RY0821'6.6 KILOMETERS (4.1 MILES) SOUTHWEST ALONG U.S HIGHWAY 12 FROM THE
 RY0821'OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.5 KILOMETER
 RY0821'(0.3 MILE) SOUTHWEST OF THE BOTTOM OF A STEEP GRADE, 0.5 KILOMETER
 RY0821'(0.3 MILE) NORTHWEST OF HIGHWAY MILEPOST 3, 0.25 KILOMETER (0.15
 RY0821'MILE) NORTHEAST OF SNOWSHOE FALLS, AT THE NORTHEAST END OF A HIGHWAY
 RY0821'CURVE WEST, SET IN TOP OF A GRANITE LEDGE ON THE SOUTHEAST SLOPE
 RY0821'OF A LONG HIGHWAY CUT, 9.2 METERS (30.0 FEET) NORTHWEST OF THE
 RY0821'CENTERLINE OF THE HIGHWAY, 63.1 METERS (207 FEET) SOUTHWEST OF THE
 RY0821'NORTHWEST END OF A 24-INCH DIAMETER CONCRETE PIPE CULVERT UNDER THE
 RY0821'HIGHWAY.
 RY0821'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 RY0821'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0911 ***********************************************************************
 SR0911  DESIGNATION -  G 526
 SR0911  PID         -  SR0911
 SR0911  STATE/COUNTY-  MT/PHILLIPS
 SR0911  USGS QUAD   -  COBURN BUTTE (1971)
 SR0911
 SR0911                         *CURRENT SURVEY CONTROL
 SR0911  ___________________________________________________________________
 SR0911* NAD 83(1986)-  47 57 57.     (N)    108 18 01.     (W)     SCALED    
 SR0911* NAVD 88     -       943.923  (meters)    3096.85   (feet)  ADJUSTED  
 SR0911  ___________________________________________________________________
 SR0911  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SR0911  DYNAMIC HT  -         943.943 (meters)    3096.92  (feet)  COMP
 SR0911  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 SR0911
 SR0911  VERT ORDER  -  FIRST     CLASS II
 SR0911
 SR0911.The horizontal coordinates were scaled from a topographic map and have
 SR0911.an estimated accuracy of +/- 6 seconds.
 SR0911
 SR0911.The orthometric height was determined by differential leveling
 SR0911.and adjusted by the National Geodetic Survey in June 1991..
 SR0911
 SR0911.The geoid height was determined by GEOID03.
 SR0911
 SR0911.The dynamic height is computed by dividing the NAVD 88
 SR0911.geopotential number by the normal gravity value computed on the
 SR0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0911.degrees latitude (g = 980.6199 gals.).
 SR0911
 SR0911.The modeled gravity was interpolated from observed gravity values.
 SR0911
 SR0911;                    North         East    Units  Estimated Accuracy
 SR0911;SPC MT       -   413,580.      689,540.      MT  (+/- 180 meters Scaled)
 SR0911
 SR0911                          SUPERSEDED SURVEY CONTROL
 SR0911
 SR0911.No superseded survey control is available for this station.
 SR0911
 SR0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYU015160(NAD 83)
 SR0911_MARKER: I = METAL ROD
 SR0911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0911_SP_SET: STAINLESS STEEL ROD
 SR0911_STAMPING: G 526 1980
 SR0911_PROJECTION: FLUSH
 SR0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0911_ROD/PIPE-DEPTH: 7.6  meters
 SR0911
 SR0911  HISTORY     - Date     Condition        Report By
 SR0911  HISTORY     - 1980     MONUMENTED       NGS
 SR0911
 SR0911                          STATION DESCRIPTION
 SR0911
 SR0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0911'56.4 KM SW FROM MALTA.
 SR0911'56.4 KM (35.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0911'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 SR0911'0.2 KM (0.15 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 SR0911'OF U.S. HIGHWAY AND COUNTY ROAD 204, 0.3 KM (0.2 MI) SOUTHWEST OF
 SR0911'MILE POST 123, 24.2 METERS (79.4 FT) SOUTHWEST OF POWER POLE
 SR0911'AND TELEPHONE POLE BX1-80, 18.2 (59.7 FT) SOUTHEAST OF THE CENTERLINE
 SR0911'OF THE HIGHWAY, 6.0 METERS (19.6 FT) NORTH-NORTHEAST OF THE CENTER
 SR0911'OF A TRACK ROAD LEADING EAST, 3.6 METERS (11.8 FT) EAST-NORTHEAST
 SR0911'OF THE NORTH GATE POST, AND 0.8 METERS (2.5 FT) NORTHWEST
 SR0911'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SR0911'LOGO CAP.
 SR0911'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 SR0911'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0938 ***********************************************************************
 SR0938  DESIGNATION -  G 527
 SR0938  PID         -  SR0938
 SR0938  STATE/COUNTY-  MT/PHILLIPS
 SR0938  USGS QUAD   -  BELL RIDGE WEST (1954)
 SR0938
 SR0938                         *CURRENT SURVEY CONTROL
 SR0938  ___________________________________________________________________
 SR0938* NAD 83(1986)-  47 42 49.     (N)    108 42 37.     (W)     SCALED    
 SR0938* NAVD 88     -       893.613  (meters)    2931.80   (feet)  ADJUSTED  
 SR0938  ___________________________________________________________________
 SR0938  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 SR0938  DYNAMIC HT  -         893.621 (meters)    2931.82  (feet)  COMP
 SR0938  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 SR0938
 SR0938  VERT ORDER  -  FIRST     CLASS II
 SR0938
 SR0938.The horizontal coordinates were scaled from a topographic map and have
 SR0938.an estimated accuracy of +/- 6 seconds.
 SR0938
 SR0938.The orthometric height was determined by differential leveling
 SR0938.and adjusted by the National Geodetic Survey in June 1991..
 SR0938
 SR0938.The geoid height was determined by GEOID03.
 SR0938
 SR0938.The dynamic height is computed by dividing the NAVD 88
 SR0938.geopotential number by the normal gravity value computed on the
 SR0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0938.degrees latitude (g = 980.6199 gals.).
 SR0938
 SR0938.The modeled gravity was interpolated from observed gravity values.
 SR0938
 SR0938;                    North         East    Units  Estimated Accuracy
 SR0938;SPC MT       -   385,170.      659,230.      MT  (+/- 180 meters Scaled)
 SR0938
 SR0938                          SUPERSEDED SURVEY CONTROL
 SR0938
 SR0938.No superseded survey control is available for this station.
 SR0938
 SR0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT717870(NAD 83)
 SR0938_MARKER: I = METAL ROD
 SR0938_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0938_SP_SET: STAINLESS STEEL ROD
 SR0938_STAMPING: G 527 1980
 SR0938_PROJECTION: FLUSH
 SR0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0938_ROD/PIPE-DEPTH: 6.7  meters
 SR0938
 SR0938  HISTORY     - Date     Condition        Report By
 SR0938  HISTORY     - 1980     MONUMENTED       NGS
 SR0938
 SR0938                          STATION DESCRIPTION
 SR0938
 SR0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0938'56.8 KM NE FROM ROY.
 SR0938'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0938'THENCE 56.8 KM (35.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0938'11.3 KM (7.0 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE NORTHEAST
 SR0938'END OF THE MISSOURI RIVER BRIDGE, 30.0 METERS (98.4 FT) EAST OF THE
 SR0938'CENTERLINE OF THE HIGHWAY, 22.4 METERS (73.6 FT) EAST OF MILE POST
 SR0938'95, AND 0.7 METER (2.3 FT) WEST OF A FENCE.  NOTE=REFUSAL WAS
 SR0938'REACHED AT 6.7 METERS (22.0 FT).  ACCESS TO THE DATUM POINT IS
 SR0938'THROUGH A 5-INCH LOGO CAP.
 SR0938'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SR0938'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0964 ***********************************************************************
 SR0964  DESIGNATION -  G 528
 SR0964  PID         -  SR0964
 SR0964  STATE/COUNTY-  MT/FERGUS
 SR0964  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0964
 SR0964                         *CURRENT SURVEY CONTROL
 SR0964  ___________________________________________________________________
 SR0964* NAD 83(1986)-  47 24 39.     (N)    108 45 07.     (W)     SCALED    
 SR0964* NAVD 88     -       924.580  (meters)    3033.39   (feet)  ADJUSTED  
 SR0964  ___________________________________________________________________
 SR0964  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 SR0964  DYNAMIC HT  -         924.565 (meters)    3033.34  (feet)  COMP
 SR0964  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 SR0964
 SR0964  VERT ORDER  -  FIRST     CLASS II
 SR0964
 SR0964.The horizontal coordinates were scaled from a topographic map and have
 SR0964.an estimated accuracy of +/- 6 seconds.
 SR0964
 SR0964.The orthometric height was determined by differential leveling
 SR0964.and adjusted by the National Geodetic Survey in June 1991..
 SR0964
 SR0964.The geoid height was determined by GEOID03.
 SR0964
 SR0964.The dynamic height is computed by dividing the NAVD 88
 SR0964.geopotential number by the normal gravity value computed on the
 SR0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0964.degrees latitude (g = 980.6199 gals.).
 SR0964
 SR0964.The modeled gravity was interpolated from observed gravity values.
 SR0964
 SR0964;                    North         East    Units  Estimated Accuracy
 SR0964;SPC MT       -   351,490.      656,420.      MT  (+/- 180 meters Scaled)
 SR0964
 SR0964                          SUPERSEDED SURVEY CONTROL
 SR0964
 SR0964.No superseded survey control is available for this station.
 SR0964
 SR0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT695532(NAD 83)
 SR0964_MARKER: I = METAL ROD
 SR0964_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0964_SP_SET: STAINLESS STEEL ROD
 SR0964_STAMPING: G 528 1980
 SR0964_PROJECTION: FLUSH
 SR0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0964_ROD/PIPE-DEPTH: 4.9  meters
 SR0964
 SR0964  HISTORY     - Date     Condition        Report By
 SR0964  HISTORY     - 1980     MONUMENTED       NGS
 SR0964
 SR0964                          STATION DESCRIPTION
 SR0964
 SR0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0964'22.5 KM NE FROM ROY.
 SR0964'0.08 KM (0.05 MI) NORTH ALONG THE MAIN STREET FROM THE POST OFFICE
 SR0964'IN ROY, THENCE 22.5 KM (13.95 MI) NORTHEAST ALONG U.S. HIGHWAY 191,
 SR0964'0.2 KM (0.15 MI) SOUTHWEST OF MILE POST 72, 24.8 METERS (81.3 FT)
 SR0964'NORTH OF A POWER POLE, 23.5 METERS (77.1 FT) WEST OF THE
 SR0964'CENTERLINE OF THE HIGHWAY, 5.1 METERS (16.8 FT) SOUTH OF THE CENTER
 SR0964'OF A DIM TRACK ROAD LEADING WEST INTO A FIELD, 2.3 METERS (7.7 FT)
 SR0964'SOUTH OF THE SOUTH GATE POST, 0.9 METER (3.0 FT) EAST OF A FENCE.
 SR0964'NOTE=REFUSAL WAS REACHED AT 4.9 METERS (16.0 FT).  ACCESS TO THE
 SR0964'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0964'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SR0964'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0959 ***********************************************************************
 SR0959  DESIGNATION -  G 529
 SR0959  PID         -  SR0959
 SR0959  STATE/COUNTY-  MT/FERGUS
 SR0959  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0959
 SR0959                         *CURRENT SURVEY CONTROL
 SR0959  ___________________________________________________________________
 SR0959* NAD 83(1986)-  47 28 48.     (N)    108 45 06.     (W)     SCALED    
 SR0959* NAVD 88     -       934.961  (meters)    3067.45   (feet)  ADJUSTED  
 SR0959  ___________________________________________________________________
 SR0959  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SR0959  DYNAMIC HT  -         934.956 (meters)    3067.43  (feet)  COMP
 SR0959  MODELED GRAV-     980,574.4   (mgal)                       NAVD 88
 SR0959
 SR0959  VERT ORDER  -  FIRST     CLASS II
 SR0959
 SR0959.The horizontal coordinates were scaled from a topographic map and have
 SR0959.an estimated accuracy of +/- 6 seconds.
 SR0959
 SR0959.The orthometric height was determined by differential leveling
 SR0959.and adjusted by the National Geodetic Survey in June 1991..
 SR0959
 SR0959.The geoid height was determined by GEOID03.
 SR0959
 SR0959.The dynamic height is computed by dividing the NAVD 88
 SR0959.geopotential number by the normal gravity value computed on the
 SR0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0959.degrees latitude (g = 980.6199 gals.).
 SR0959
 SR0959.The modeled gravity was interpolated from observed gravity values.
 SR0959
 SR0959;                    North         East    Units  Estimated Accuracy
 SR0959;SPC MT       -   359,180.      656,370.      MT  (+/- 180 meters Scaled)
 SR0959
 SR0959                          SUPERSEDED SURVEY CONTROL
 SR0959
 SR0959.No superseded survey control is available for this station.
 SR0959
 SR0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT693609(NAD 83)
 SR0959_MARKER: I = METAL ROD
 SR0959_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SR0959+WITH SETTING: INFORMATION.
 SR0959_SP_SET: SHALLOW SET METAL ROD
 SR0959_STAMPING: G 529 1980
 SR0959_PROJECTION: FLUSH
 SR0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0959_ROD/PIPE-DEPTH: 3.7  meters
 SR0959
 SR0959  HISTORY     - Date     Condition        Report By
 SR0959  HISTORY     - 1980     MONUMENTED       NGS
 SR0959
 SR0959                          STATION DESCRIPTION
 SR0959
 SR0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0959'30.3 KM NE FROM ROY.
 SR0959'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0959'THENCE 30.3 KM (18.8 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0959'18.5 KM (11.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0959'END OF THE BRIDGE CROSSING THE MISSOURI RIVER, 26.8 METERS (88.0 FT)
 SR0959'EAST OF THE CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.0 FT) SOUTH
 SR0959'OF THE CENTER OF A TRACK ROAD LEADING EAST, 6.4 METERS (21.0 FT)
 SR0959'SOUTH OF THE SOUTH END OF A GATE, AND 0.5 METER (1.6 FT) WEST OF A
 SR0959'FENCE.  NOTE=REFUSAL WAS REACHED AT 3.7 METERS (12.0 FT).  ACCESS TO
 SR0959'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0959'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 SR0959'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0088 ***********************************************************************
 TM0088  DESIGNATION -  G 53
 TM0088  PID         -  TM0088
 TM0088  STATE/COUNTY-  MT/GLACIER
 TM0088  USGS QUAD   -  SUMMIT (1995)
 TM0088
 TM0088                         *CURRENT SURVEY CONTROL
 TM0088  ___________________________________________________________________
 TM0088* NAD 83(1986)-  48 20 23.     (N)    113 19 33.     (W)     SCALED    
 TM0088* NAVD 88     -      1566.110  (meters)    5138.15   (feet)  ADJUSTED  
 TM0088  ___________________________________________________________________
 TM0088  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 TM0088  DYNAMIC HT  -        1565.976 (meters)    5137.71  (feet)  COMP
 TM0088  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 TM0088
 TM0088  VERT ORDER  -  FIRST     CLASS II
 TM0088
 TM0088.The horizontal coordinates were scaled from a topographic map and have
 TM0088.an estimated accuracy of +/- 6 seconds.
 TM0088
 TM0088.The orthometric height was determined by differential leveling
 TM0088.and adjusted by the National Geodetic Survey in June 1991..
 TM0088
 TM0088.The geoid height was determined by GEOID03.
 TM0088
 TM0088.The dynamic height is computed by dividing the NAVD 88
 TM0088.geopotential number by the normal gravity value computed on the
 TM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0088.degrees latitude (g = 980.6199 gals.).
 TM0088
 TM0088.The modeled gravity was interpolated from observed gravity values.
 TM0088
 TM0088;                    North         East    Units  Estimated Accuracy
 TM0088;SPC MT       -   461,380.      316,580.      MT  (+/- 180 meters Scaled)
 TM0088
 TM0088                          SUPERSEDED SURVEY CONTROL
 TM0088
 TM0088  NGVD 29 (??/??/92) 1564.788  (m)         5133.81   (f) ADJ UNCH    1 2
 TM0088
 TM0088.Superseded values are not recommended for survey control.
 TM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0088.See file dsdata.txt to determine how the superseded data were derived.
 TM0088
 TM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU276566(NAD 83)
 TM0088_MARKER: DB = BENCH MARK DISK
 TM0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0088_STAMPING: G 53 1933
 TM0088_PROJECTION: PROJECTING 3 CENTIMETERS
 TM0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0088+STABILITY: SURFACE MOTION
 TM0088
 TM0088  HISTORY     - Date     Condition        Report By
 TM0088  HISTORY     - 1933     MONUMENTED       CGS
 TM0088  HISTORY     - 1960     GOOD             DOD
 TM0088  HISTORY     - 1978     GOOD             NGS
 TM0088
 TM0088                          STATION DESCRIPTION
 TM0088
 TM0088'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0088'1.8 MI NE FROM SUMMIT.
 TM0088'IN GLACIER COUNTY, 1.8 MILES NORTHEAST ALONG THE GREAT NORTHERN
 TM0088'RAILWAY FROM THE STATION AT SUMMIT, FLATHEAD COUNTY, 450 FEET
 TM0088'NORTHEAST OF MILEPOST 1149, AT THE ENTRANCE OF A DRAW LEADING TO THE
 TM0088'FOOT OF A HIGH GRAY MOUNTAIN TO THE NORTHWEST, 35 FEET NORTHWEST OF
 TM0088'THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 53
 TM0088'1933 AND SET IN THE TOP OF A CONCRETE POST.
 TM0088
 TM0088                          STATION RECOVERY (1978)
 TM0088
 TM0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0088'9.6 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0088'EAST GLACIER, ABOUT 0.1 MILE NORTHEAST OF RAILROAD MILE POST 1149,
 TM0088'AND ON THE HIGHEST POINT IN DESCRIBED AREA.  420 FEET NORTHEAST OF
 TM0088'MILEPOST 1149, 35 FEET NORTHWEST OF TRACK, 49 FEET EAST OF TELEPHONE
 TM0088'POLE C14, 26 FEET SOUTHEAST OF POINT BETWEEN TELEPHONE LINES, AND
 TM0088'0.5 FOOT SOUTHEAST OF A WITNESS POST.
 TM0088'THE MARK IS 1 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1327 ***********************************************************************
 SS1327  DESIGNATION -  G 532
 SS1327  PID         -  SS1327
 SS1327  STATE/COUNTY-  MT/JUDITH BASIN
 SS1327  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS1327
 SS1327                         *CURRENT SURVEY CONTROL
 SS1327  ___________________________________________________________________
 SS1327* NAD 83(1986)-  47 13 39.     (N)    110 28 07.     (W)     SCALED    
 SS1327* NAVD 88     -      1318.200  (meters)    4324.79   (feet)  ADJUSTED  
 SS1327  ___________________________________________________________________
 SS1327  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 SS1327  DYNAMIC HT  -        1318.018 (meters)    4324.20  (feet)  COMP
 SS1327  MODELED GRAV-     980,428.8   (mgal)                       NAVD 88
 SS1327  OBS GRAVITY -     980,427.0   (mgal)                       GRAV_OBS
 SS1327
 SS1327  VERT ORDER  -  FIRST     CLASS II
 SS1327
 SS1327.The horizontal coordinates were scaled from a topographic map and have
 SS1327.an estimated accuracy of +/- 6 seconds.
 SS1327
 SS1327.The orthometric height was determined by differential leveling
 SS1327.and adjusted by the National Geodetic Survey in June 1991..
 SS1327
 SS1327.The geoid height was determined by GEOID03.
 SS1327
 SS1327.The dynamic height is computed by dividing the NAVD 88
 SS1327.geopotential number by the normal gravity value computed on the
 SS1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1327.degrees latitude (g = 980.6199 gals.).
 SS1327
 SS1327.The modeled gravity was interpolated from observed gravity values.
 SS1327.The observed gravity was obtained from relative gravimeter ties
 SS1327.to the IGSN71 gravity network.
 SS1327
 SS1327;                    North         East    Units  Estimated Accuracy
 SS1327;SPC MT       -   331,310.      526,690.      MT  (+/- 180 meters Scaled)
 SS1327
 SS1327                          SUPERSEDED SURVEY CONTROL
 SS1327
 SS1327.No superseded survey control is available for this station.
 SS1327
 SS1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT402305(NAD 83)
 SS1327_MARKER: I = METAL ROD
 SS1327_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1327_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1327_STAMPING: G 532 1980
 SS1327_PROJECTION: FLUSH
 SS1327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1327+STABILITY: POSITION/ELEVATION WELL
 SS1327_ROD/PIPE-DEPTH: 13.1 meters
 SS1327_SLEEVE-DEPTH  : 12.2 meters
 SS1327
 SS1327  HISTORY     - Date     Condition        Report By
 SS1327  HISTORY     - 1980     MONUMENTED       NGS
 SS1327
 SS1327                          STATION DESCRIPTION
 SS1327
 SS1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1327'4.0 KM SE FROM GEYSER.
 SS1327'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 87 FROM THE SCHOOL HOUSE IN
 SS1327'GEYSER THENCE 1.6 KM (1.0 MI) SOUTH ALONG A GRAVEL ROAD, 27.0 METERS
 SS1327'(88.6 FT) EAST OF THE ROAD CENTER, 7.8 METERS (25.6 FT) SOUTH
 SS1327'OF THE CENTER OF A TRACK ROAD AND 0.7 METER (2.3 FT) NORTH OF A FENCE.
 SS1327'NOTE-REFUSAL WAS REACHED AT 13.1 METERS (43 FT) AND ACCESS TO THE
 SS1327'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1327'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 SS1327'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1341 ***********************************************************************
 SS1341  DESIGNATION -  G 534
 SS1341  PID         -  SS1341
 SS1341  STATE/COUNTY-  MT/CASCADE
 SS1341  USGS QUAD   -  BELT (1982)
 SS1341
 SS1341                         *CURRENT SURVEY CONTROL
 SS1341  ___________________________________________________________________
 SS1341* NAD 83(1986)-  47 24 26.     (N)    110 55 49.     (W)     SCALED    
 SS1341* NAVD 88     -      1060.894  (meters)    3480.62   (feet)  ADJUSTED  
 SS1341  ___________________________________________________________________
 SS1341  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 SS1341  DYNAMIC HT  -        1060.801 (meters)    3480.31  (feet)  COMP
 SS1341  MODELED GRAV-     980,489.0   (mgal)                       NAVD 88
 SS1341
 SS1341  VERT ORDER  -  FIRST     CLASS II
 SS1341
 SS1341.The horizontal coordinates were scaled from a topographic map and have
 SS1341.an estimated accuracy of +/- 6 seconds.
 SS1341
 SS1341.The orthometric height was determined by differential leveling
 SS1341.and adjusted by the National Geodetic Survey in June 1991..
 SS1341
 SS1341.The geoid height was determined by GEOID03.
 SS1341
 SS1341.The dynamic height is computed by dividing the NAVD 88
 SS1341.geopotential number by the normal gravity value computed on the
 SS1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1341.degrees latitude (g = 980.6199 gals.).
 SS1341
 SS1341.The modeled gravity was interpolated from observed gravity values.
 SS1341
 SS1341;                    North         East    Units  Estimated Accuracy
 SS1341;SPC MT       -   351,810.      492,120.      MT  (+/- 180 meters Scaled)
 SS1341
 SS1341                          SUPERSEDED SURVEY CONTROL
 SS1341
 SS1341.No superseded survey control is available for this station.
 SS1341
 SS1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT052504(NAD 83)
 SS1341_MARKER: I = METAL ROD
 SS1341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1341_SP_SET: STAINLESS STEEL ROD
 SS1341_STAMPING: G 534 1980
 SS1341_PROJECTION: FLUSH
 SS1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1341_ROD/PIPE-DEPTH: 7.3  meters
 SS1341
 SS1341  HISTORY     - Date     Condition        Report By
 SS1341  HISTORY     - 1980     MONUMENTED       NGS
 SS1341
 SS1341                          STATION DESCRIPTION
 SS1341
 SS1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1341'3.1 KM NORTH FROM BELT.
 SS1341'2.2 KM (1.35 MI) NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE IN
 SS1341'BELT, 0.9 KM (0.55 MI) NORTH OF MILEPOST 2, 21.1 METERS (69.2 FT) EAST
 SS1341'OF THE CENTERLINE OF THE HIGHWAY, 6.1 METERS (19.9 FT) NORTH OF THE
 SS1341'CENTER OF A GRAVELED FIELD ENTRANCE ROAD ON THE RIGHT, 2.9 METERS
 SS1341'(9.4 FT) NORTH OF A GATE POST AND 0.1 METER (0.4 FT) WEST OF A FENCE.
 SS1341'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1341'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SS1341'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1367 ***********************************************************************
 SS1367  DESIGNATION -  G 535
 SS1367  PID         -  SS1367
 SS1367  STATE/COUNTY-  MT/CASCADE
 SS1367  USGS QUAD   -  NORTHEAST GREAT FALL (1994)
 SS1367
 SS1367                         *CURRENT SURVEY CONTROL
 SS1367  ___________________________________________________________________
 SS1367* NAD 83(1986)-  47 30 25.     (N)    111 14 28.     (W)     SCALED    
 SS1367* NAVD 88     -      1056.453  (meters)    3466.05   (feet)  ADJUSTED  
 SS1367  ___________________________________________________________________
 SS1367  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 SS1367  DYNAMIC HT  -        1056.385 (meters)    3465.82  (feet)  COMP
 SS1367  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 SS1367
 SS1367  VERT ORDER  -  FIRST     CLASS II
 SS1367
 SS1367.The horizontal coordinates were scaled from a topographic map and have
 SS1367.an estimated accuracy of +/- 6 seconds.
 SS1367
 SS1367.The orthometric height was determined by differential leveling
 SS1367.and adjusted by the National Geodetic Survey in June 1991..
 SS1367
 SS1367.The geoid height was determined by GEOID03.
 SS1367
 SS1367.The dynamic height is computed by dividing the NAVD 88
 SS1367.geopotential number by the normal gravity value computed on the
 SS1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1367.degrees latitude (g = 980.6199 gals.).
 SS1367
 SS1367.The modeled gravity was interpolated from observed gravity values.
 SS1367
 SS1367;                    North         East    Units  Estimated Accuracy
 SS1367;SPC MT       -   363,360.      468,920.      MT  (+/- 180 meters Scaled)
 SS1367
 SS1367                          SUPERSEDED SURVEY CONTROL
 SS1367
 SS1367.No superseded survey control is available for this station.
 SS1367
 SS1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT818615(NAD 83)
 SS1367_MARKER: I = METAL ROD
 SS1367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1367_SP_SET: STAINLESS STEEL ROD
 SS1367_STAMPING: G 535 1980
 SS1367_PROJECTION: FLUSH
 SS1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SS1367+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 SS1367_ROD/PIPE-DEPTH: 6.1  meters
 SS1367
 SS1367  HISTORY     - Date     Condition        Report By
 SS1367  HISTORY     - 1980     MONUMENTED       NGS
 SS1367  HISTORY     - 20050716 GOOD             GEOCAC
 SS1367
 SS1367                          STATION DESCRIPTION
 SS1367
 SS1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1367'IN GREAT FALLS.
 SS1367'AT THE SOUTHEAST CORNER OF 2ND AVENUE NORTH AND 38TH STREET NORTH,
 SS1367'12.9 METERS (42.4 FT) EAST OF THE CENTERLINE OF 38TH STREET NORTH,
 SS1367'8.6 METERS (28.2 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 SS1367'OF 2ND AVENUE NORTH, 3.2 METERS (10.5 FT) EAST-SOUTHEAST OF A STOP
 SS1367'LIGHT POLE, 1.2 METERS (3.9 FT) SOUTHEAST OF A LIGHT POLE WITH GUY
 SS1367'WIRE AND 0.9 METER (2.8 FT) EAST OF A FENCE CORNER.  NOTE=REFUSAL WAS
 SS1367'REACHED AT 6.1 METERS (20.0 FT) AND ACCESS TO THE DATUM POINT IS
 SS1367'THROUGH A 5-INCH LOGO CAP.
 SS1367'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 SS1367'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 SS1367
 SS1367                          STATION RECOVERY (2005)
 SS1367
 SS1367'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 SS1367'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 SS1367'2ND AVENUE NORTH AND 38TH STREET NORTH, 42.4 FEET EAST OF THE
 SS1367'CENTERLINE OF THE STREET, 28.2 FEET SOUTH OF THE CENTERLINE OF THE
 SS1367'AVENUE, ABOUT 11 FEET NORTHWEST OF THE NORTHWEST CORNER OF TELEPHONE
 SS1367'UTILITY BOX NUMBER 125-38SN, 6.5 FEET EAST-NORTHEAST OF A METAL POLE
 SS1367'THAT SUPPORTS TRAFFIC SIGNALS, 2,85 FEET EAST-NORTHEAST OF THE WEST
 SS1367'END OF A CHAIN-LINK FENCE, 1.33 FEET NORTH OF THE CHAIN-LINK FENCE,
 SS1367'AND AT HANDHELD COORDINATES N47-30-25.56 W111-14-28.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0647 ***********************************************************************
 RV0647  DESIGNATION -  G 536
 RV0647  PID         -  RV0647
 RV0647  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0647  USGS QUAD   -  RYEGATE WEST (1986)
 RV0647
 RV0647                         *CURRENT SURVEY CONTROL
 RV0647  ___________________________________________________________________
 RV0647* NAD 83(1986)-  46 18 45.     (N)    109 22 21.     (W)     SCALED    
 RV0647* NAVD 88     -      1140.741  (meters)    3742.58   (feet)  ADJUSTED  
 RV0647  ___________________________________________________________________
 RV0647  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 RV0647  DYNAMIC HT  -        1140.543 (meters)    3741.93  (feet)  COMP
 RV0647  MODELED GRAV-     980,401.3   (mgal)                       NAVD 88
 RV0647
 RV0647  VERT ORDER  -  FIRST     CLASS II
 RV0647
 RV0647.The horizontal coordinates were scaled from a topographic map and have
 RV0647.an estimated accuracy of +/- 6 seconds.
 RV0647
 RV0647.The orthometric height was determined by differential leveling
 RV0647.and adjusted by the National Geodetic Survey in June 1991..
 RV0647
 RV0647.The geoid height was determined by GEOID03.
 RV0647
 RV0647.The dynamic height is computed by dividing the NAVD 88
 RV0647.geopotential number by the normal gravity value computed on the
 RV0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0647.degrees latitude (g = 980.6199 gals.).
 RV0647
 RV0647.The modeled gravity was interpolated from observed gravity values.
 RV0647
 RV0647;                    North         East    Units  Estimated Accuracy
 RV0647;SPC MT       -   229,210.      609,820.      MT  (+/- 180 meters Scaled)
 RV0647
 RV0647                          SUPERSEDED SURVEY CONTROL
 RV0647
 RV0647.No superseded survey control is available for this station.
 RV0647
 RV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS253300(NAD 83)
 RV0647_MARKER: I = METAL ROD
 RV0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0647_SP_SET: STAINLESS STEEL ROD
 RV0647_STAMPING: G 536 1980
 RV0647_MARK LOGO: NGS   
 RV0647_PROJECTION: FLUSH
 RV0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0647_ROD/PIPE-DEPTH: 9.4  meters
 RV0647
 RV0647  HISTORY     - Date     Condition        Report By
 RV0647  HISTORY     - 1980     MONUMENTED       NGS
 RV0647
 RV0647                          STATION DESCRIPTION
 RV0647
 RV0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0647'9.4 KM (5.85 MI) NW FROM RYEGATE.
 RV0647'9.4 KM (5.85 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE
 RV0647'IN RYEGATE, 0.9 KM (0.55 MI) SOUTHEAST OF A GRAVEL ROAD LEADING
 RV0647'SOUTH-SOUTHEAST TO BARBER, 0.2 KM (0.15 MI) SOUTHEAST OF MILEPOST
 RV0647'124, 24.1 METERS (79.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 RV0647'HIGHWAY, 22.6 METERS (74.0 FT) SOUTHEAST OF THE CENTER OF A CATTLE
 RV0647'GUARD, 15.2 METERS (50.0 FT) SOUTH-SOUTHWEST OF THE SOUTH END OF A
 RV0647'4 FOOT CULVERT, AND 3.4 METERS (11.0 FT) NORTHEAST OF A FENCE CORNER.
 RV0647'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RV0647'THE MARK IS 0.5 METERS  NNE FROM  A WITNESS POST AND FENCE
 RV0647'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0672 ***********************************************************************
 RV0672  DESIGNATION -  G 537
 RV0672  PID         -  RV0672
 RV0672  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0672  USGS QUAD   -  LAVINA (1979)
 RV0672
 RV0672                         *CURRENT SURVEY CONTROL
 RV0672  ___________________________________________________________________
 RV0672* NAD 83(1986)-  46 15 32.     (N)    108 56 13.     (W)     SCALED    
 RV0672* NAVD 88     -      1090.099  (meters)    3576.43   (feet)  ADJUSTED  
 RV0672  ___________________________________________________________________
 RV0672  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 RV0672  DYNAMIC HT  -        1089.907 (meters)    3575.80  (feet)  COMP
 RV0672  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 RV0672
 RV0672  VERT ORDER  -  FIRST     CLASS II
 RV0672
 RV0672.The horizontal coordinates were scaled from a topographic map and have
 RV0672.an estimated accuracy of +/- 6 seconds.
 RV0672
 RV0672.The orthometric height was determined by differential leveling
 RV0672.and adjusted by the National Geodetic Survey in June 1991..
 RV0672
 RV0672.The geoid height was determined by GEOID03.
 RV0672
 RV0672.The dynamic height is computed by dividing the NAVD 88
 RV0672.geopotential number by the normal gravity value computed on the
 RV0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0672.degrees latitude (g = 980.6199 gals.).
 RV0672
 RV0672.The modeled gravity was interpolated from observed gravity values.
 RV0672
 RV0672;                    North         East    Units  Estimated Accuracy
 RV0672;SPC MT       -   223,400.      643,390.      MT  (+/- 180 meters Scaled)
 RV0672
 RV0672                          SUPERSEDED SURVEY CONTROL
 RV0672
 RV0672.No superseded survey control is available for this station.
 RV0672
 RV0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS589248(NAD 83)
 RV0672_MARKER: DB = BENCH MARK DISK
 RV0672_SETTING: 66 = SET IN ROCK OUTCROP
 RV0672_SP_SET: ROCK OUTCROP
 RV0672_STAMPING: G 537 1980
 RV0672_MARK LOGO: NGS   
 RV0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0672+STABILITY: POSITION/ELEVATION WELL
 RV0672
 RV0672  HISTORY     - Date     Condition        Report By
 RV0672  HISTORY     - 1980     MONUMENTED       NGS
 RV0672
 RV0672                          STATION DESCRIPTION
 RV0672
 RV0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0672'3.9 KM (2.45 MI) SOUTH FROM LAVINA.
 RV0672'3.9 KM (2.45 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 RV0672'IN LAVINA, 1.1 KM (0.7 MI) SOUTH OF MILEPOST 44, AT THE SOUTHWEST
 RV0672'END OF A CUT BANK, 11.8 METERS (36.8 FT) WEST OF THE CENTERLINE OF
 RV0672'THE HIGHWAY.
 RV0672'THE MARK IS 0.2 METERS  NNE FROM A WITNESS POST.
 RV0672'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0373 ***********************************************************************
 QW0373  DESIGNATION -  G 538
 QW0373  PID         -  QW0373
 QW0373  STATE/COUNTY-  MT/YELLOWSTONE
 QW0373  USGS QUAD   -  ROCK SPRING (1956)
 QW0373
 QW0373                         *CURRENT SURVEY CONTROL
 QW0373  ___________________________________________________________________
 QW0373* NAD 83(1986)-  45 54 59.     (N)    108 52 51.     (W)     SCALED    
 QW0373* NAVD 88     -      1246.472  (meters)    4089.47   (feet)  ADJUSTED  
 QW0373  ___________________________________________________________________
 QW0373  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 QW0373  DYNAMIC HT  -        1246.183 (meters)    4088.52  (feet)  COMP
 QW0373  MODELED GRAV-     980,339.2   (mgal)                       NAVD 88
 QW0373
 QW0373  VERT ORDER  -  FIRST     CLASS II
 QW0373
 QW0373.The horizontal coordinates were scaled from a topographic map and have
 QW0373.an estimated accuracy of +/- 6 seconds.
 QW0373
 QW0373.The orthometric height was determined by differential leveling
 QW0373.and adjusted by the National Geodetic Survey in June 1991..
 QW0373
 QW0373.The geoid height was determined by GEOID03.
 QW0373
 QW0373.The dynamic height is computed by dividing the NAVD 88
 QW0373.geopotential number by the normal gravity value computed on the
 QW0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0373.degrees latitude (g = 980.6199 gals.).
 QW0373
 QW0373.The modeled gravity was interpolated from observed gravity values.
 QW0373
 QW0373;                    North         East    Units  Estimated Accuracy
 QW0373;SPC MT       -   185,380.      648,010.      MT  (+/- 180 meters Scaled)
 QW0373
 QW0373                          SUPERSEDED SURVEY CONTROL
 QW0373
 QW0373.No superseded survey control is available for this station.
 QW0373
 QW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR643869(NAD 83)
 QW0373_MARKER: I = METAL ROD
 QW0373_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0373+WITH SETTING: INFORMATION.
 QW0373_SP_SET: SHALLOW SET METAL ROD
 QW0373_STAMPING: G 538 1980
 QW0373_MARK LOGO: NGS   
 QW0373_PROJECTION: FLUSH
 QW0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0373_ROD/PIPE-DEPTH: 0.9  meters
 QW0373
 QW0373  HISTORY     - Date     Condition        Report By
 QW0373  HISTORY     - 1980     MONUMENTED       NGS
 QW0373
 QW0373                          STATION DESCRIPTION
 QW0373
 QW0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0373'21.9 KM (13.6 MI) SOUTH FROM BROADVIEW.
 QW0373'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 QW0373'BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532, THENCE
 QW0373'20.4 KM (12.7 MI) SOUTH ALONG COUNTY ROAD 532, 0.6 KM (0.35 MI) NORTH
 QW0373'OF A SIDE ROAD LEADING EAST, AT A POWERLINE CROSSING, 27.6 METERS
 QW0373'(90.5 FT) NORTH OF A UTILITY POLE WITH TWO GUY WIRES AND 11.2 METERS
 QW0373'(36.6 FT) WEST OF THE CENTER OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT
 QW0373'0.9 METER (3.0 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 QW0373'LOGO CAP.
 QW0373'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 QW0373'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0473 ***********************************************************************
 TJ0473  DESIGNATION -  G 539
 TJ0473  PID         -  TJ0473
 TJ0473  STATE/COUNTY-  MT/PHILLIPS
 TJ0473  USGS QUAD   -  MALTA EAST (1987)
 TJ0473
 TJ0473                         *CURRENT SURVEY CONTROL
 TJ0473  ___________________________________________________________________
 TJ0473* NAD 83(1986)-  48 21 55.     (N)    107 46 19.     (W)     SCALED    
 TJ0473* NAVD 88     -       689.781  (meters)    2263.06   (feet)  ADJUSTED  
 TJ0473  ___________________________________________________________________
 TJ0473  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TJ0473  DYNAMIC HT  -         689.866 (meters)    2263.34  (feet)  COMP
 TJ0473  MODELED GRAV-     980,711.4   (mgal)                       NAVD 88
 TJ0473
 TJ0473  VERT ORDER  -  FIRST     CLASS II
 TJ0473
 TJ0473.The horizontal coordinates were scaled from a topographic map and have
 TJ0473.an estimated accuracy of +/- 6 seconds.
 TJ0473
 TJ0473.The orthometric height was determined by differential leveling
 TJ0473.and adjusted by the National Geodetic Survey in June 1991..
 TJ0473
 TJ0473.The geoid height was determined by GEOID03.
 TJ0473
 TJ0473.The dynamic height is computed by dividing the NAVD 88
 TJ0473.geopotential number by the normal gravity value computed on the
 TJ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0473.degrees latitude (g = 980.6199 gals.).
 TJ0473
 TJ0473.The modeled gravity was interpolated from observed gravity values.
 TJ0473
 TJ0473;                    North         East    Units  Estimated Accuracy
 TJ0473;SPC MT       -   458,710.      727,990.      MT  (+/- 180 meters Scaled)
 TJ0473
 TJ0473                          SUPERSEDED SURVEY CONTROL
 TJ0473
 TJ0473.No superseded survey control is available for this station.
 TJ0473
 TJ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP946606(NAD 83)
 TJ0473_MARKER: DB = BENCH MARK DISK
 TJ0473_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TJ0473_SP_SET: ABUTMENT
 TJ0473_STAMPING: G 539 1980
 TJ0473_MARK LOGO: NGS   
 TJ0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0473
 TJ0473  HISTORY     - Date     Condition        Report By
 TJ0473  HISTORY     - 1980     MONUMENTED       NGS
 TJ0473  HISTORY     - 19820323 MARK NOT FOUND   NGS
 TJ0473
 TJ0473                          STATION DESCRIPTION
 TJ0473
 TJ0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0473'7.6 KM (4.7 MI) EAST FROM MALTA.
 TJ0473'7.6 KM (4.7 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0473'STATION IN MALTA, AT THE SOUTHWEST END OF A BRIDGE IN THE SOUTHWEST
 TJ0473'ABUTMENT, 1.3 METERS (4.2 FT) SOUTHEAST OF THE SOUTHEAST RAIL, AND 0.5
 TJ0473'METERS (1.6 FT) EAST OF THE SOUTHWEST END OF THE ABUTMENT.
 TJ0473'THE MARK IS 0.3 M BELOW THE TRACKS.
 TJ0473
 TJ0473                          STATION RECOVERY (1982)
 TJ0473
 TJ0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TJ0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0013 ***********************************************************************
 TM0013  DESIGNATION -  G 54
 TM0013  PID         -  TM0013
 TM0013  STATE/COUNTY-  MT/GLACIER
 TM0013  USGS QUAD   -  BORU SPRING (1966)
 TM0013
 TM0013                         *CURRENT SURVEY CONTROL
 TM0013  ___________________________________________________________________
 TM0013* NAD 83(1986)-  48 35 29.     (N)    112 12 10.     (W)     SCALED    
 TM0013* NAVD 88     -      1135.601  (meters)    3725.72   (feet)  ADJUSTED  
 TM0013  ___________________________________________________________________
 TM0013  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 TM0013  DYNAMIC HT  -        1135.639 (meters)    3725.84  (feet)  COMP
 TM0013  MODELED GRAV-     980,604.7   (mgal)                       NAVD 88
 TM0013
 TM0013  VERT ORDER  -  FIRST     CLASS II
 TM0013
 TM0013.The horizontal coordinates were scaled from a topographic map and have
 TM0013.an estimated accuracy of +/- 6 seconds.
 TM0013
 TM0013.The orthometric height was determined by differential leveling
 TM0013.and adjusted by the National Geodetic Survey in June 1991..
 TM0013
 TM0013.The geoid height was determined by GEOID03.
 TM0013
 TM0013.The dynamic height is computed by dividing the NAVD 88
 TM0013.geopotential number by the normal gravity value computed on the
 TM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0013.degrees latitude (g = 980.6199 gals.).
 TM0013
 TM0013.The modeled gravity was interpolated from observed gravity values.
 TM0013
 TM0013;                    North         East    Units  Estimated Accuracy
 TM0013;SPC MT       -   485,870.      400,710.      MT  (+/- 180 meters Scaled)
 TM0013
 TM0013                          SUPERSEDED SURVEY CONTROL
 TM0013
 TM0013  NGVD 29 (??/??/92) 1134.520  (m)         3722.17   (f) ADJ UNCH    1 2
 TM0013
 TM0013.Superseded values are not recommended for survey control.
 TM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0013.See file dsdata.txt to determine how the superseded data were derived.
 TM0013
 TM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU113827(NAD 83)
 TM0013_MARKER: DB = BENCH MARK DISK
 TM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0013_STAMPING: G 54 1933
 TM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0013+STABILITY: SURFACE MOTION
 TM0013
 TM0013  HISTORY     - Date     Condition        Report By
 TM0013  HISTORY     - 1933     MONUMENTED       CGS
 TM0013  HISTORY     - 1960     MARK NOT FOUND   DOD
 TM0013  HISTORY     - 1966     MARK NOT FOUND   USGS
 TM0013
 TM0013                          STATION DESCRIPTION
 TM0013
 TM0013'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0013'7.0 MI SE FROM CUT BANK.
 TM0013'7.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0013'AT CUT BANK, GLACIER COUNTY, 166 FEET SOUTHWEST OF MILEPOST 1083,
 TM0013'ALMOST SOUTH OF THE POINT OF INTERSECTION OF A LONG CURVE, 72 FEET
 TM0013'SOUTHWEST OF THE SOUTHWEST TRACK, AND 10 FEET NORTHEAST OF THE
 TM0013'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 54 1933 AND SET IN THE
 TM0013'TOP OF A CONCRETE POST.
 TM0013
 TM0013                          STATION RECOVERY (1966)
 TM0013
 TM0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TM0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0497 ***********************************************************************
 TJ0497  DESIGNATION -  G 540
 TJ0497  PID         -  TJ0497
 TJ0497  STATE/COUNTY-  MT/VALLEY
 TJ0497  USGS QUAD   -  HINSDALE NW (1984)
 TJ0497
 TJ0497                         *CURRENT SURVEY CONTROL
 TJ0497  ___________________________________________________________________
 TJ0497* NAD 83(1986)-  48 27 06.     (N)    107 12 49.     (W)     SCALED    
 TJ0497* NAVD 88     -       683.377  (meters)    2242.05   (feet)  ADJUSTED  
 TJ0497  ___________________________________________________________________
 TJ0497  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 TJ0497  DYNAMIC HT  -         683.480 (meters)    2242.38  (feet)  COMP
 TJ0497  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 TJ0497
 TJ0497  VERT ORDER  -  FIRST     CLASS II
 TJ0497
 TJ0497.The horizontal coordinates were scaled from a topographic map and have
 TJ0497.an estimated accuracy of +/- 6 seconds.
 TJ0497
 TJ0497.The orthometric height was determined by differential leveling
 TJ0497.and adjusted by the National Geodetic Survey in June 1991..
 TJ0497
 TJ0497.The geoid height was determined by GEOID03.
 TJ0497
 TJ0497.The dynamic height is computed by dividing the NAVD 88
 TJ0497.geopotential number by the normal gravity value computed on the
 TJ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0497.degrees latitude (g = 980.6199 gals.).
 TJ0497
 TJ0497.The modeled gravity was interpolated from observed gravity values.
 TJ0497
 TJ0497;                    North         East    Units  Estimated Accuracy
 TJ0497;SPC MT       -   469,370.      769,060.      MT  (+/- 180 meters Scaled)
 TJ0497
 TJ0497                          SUPERSEDED SURVEY CONTROL
 TJ0497
 TJ0497.No superseded survey control is available for this station.
 TJ0497
 TJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP363688(NAD 83)
 TJ0497_MARKER: I = METAL ROD
 TJ0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0497_SP_SET: STAINLESS STEEL ROD
 TJ0497_STAMPING: G 540 1980
 TJ0497_MARK LOGO: NGS   
 TJ0497_PROJECTION: FLUSH
 TJ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0497_ROD/PIPE-DEPTH: 9.8  meters
 TJ0497
 TJ0497  HISTORY     - Date     Condition        Report By
 TJ0497  HISTORY     - 1980     MONUMENTED       NGS
 TJ0497
 TJ0497                          STATION DESCRIPTION
 TJ0497
 TJ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0497'9.6 KM (6.0 MI) EAST FROM SACO.
 TJ0497'9.6 KM (6.0 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TJ0497'IN SACO, AT A GRAVELED ROAD LEADING NORTH, 19.4 METERS (63.5 FT) NORTH
 TJ0497'OF THE CENTERLINE OF THE HIGHWAY, AND 15.0 METERS ( 3.0 FT) EAST OF A
 TJ0497'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 TJ0497'CAP.
 TJ0497'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TJ0497'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0520 ***********************************************************************
 TJ0520  DESIGNATION -  G 541
 TJ0520  PID         -  TJ0520
 TJ0520  STATE/COUNTY-  MT/VALLEY
 TJ0520  USGS QUAD   -  TAMPICO (1978)
 TJ0520
 TJ0520                         *CURRENT SURVEY CONTROL
 TJ0520  ___________________________________________________________________
 TJ0520* NAD 83(1986)-  48 18 36.     (N)    106 49 46.     (W)     SCALED    
 TJ0520* NAVD 88     -       646.462  (meters)    2120.93   (feet)  ADJUSTED  
 TJ0520  ___________________________________________________________________
 TJ0520  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 TJ0520  DYNAMIC HT  -         646.537 (meters)    2121.18  (feet)  COMP
 TJ0520  MODELED GRAV-     980,705.1   (mgal)                       NAVD 88
 TJ0520
 TJ0520  VERT ORDER  -  FIRST     CLASS II
 TJ0520
 TJ0520.The horizontal coordinates were scaled from a topographic map and have
 TJ0520.an estimated accuracy of +/- 6 seconds.
 TJ0520
 TJ0520.The orthometric height was determined by differential leveling
 TJ0520.and adjusted by the National Geodetic Survey in June 1991..
 TJ0520
 TJ0520.The geoid height was determined by GEOID03.
 TJ0520
 TJ0520.The dynamic height is computed by dividing the NAVD 88
 TJ0520.geopotential number by the normal gravity value computed on the
 TJ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0520.degrees latitude (g = 980.6199 gals.).
 TJ0520
 TJ0520.The modeled gravity was interpolated from observed gravity values.
 TJ0520
 TJ0520;                    North         East    Units  Estimated Accuracy
 TJ0520;SPC MT       -   454,530.      797,990.      MT  (+/- 180 meters Scaled)
 TJ0520
 TJ0520                          SUPERSEDED SURVEY CONTROL
 TJ0520
 TJ0520.No superseded survey control is available for this station.
 TJ0520
 TJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP643523(NAD 83)
 TJ0520_MARKER: I = METAL ROD
 TJ0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0520_SP_SET: STAINLESS STEEL ROD
 TJ0520_STAMPING: G 541 1980
 TJ0520_MARK LOGO: NGS   
 TJ0520_PROJECTION: FLUSH
 TJ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0520_ROD/PIPE-DEPTH: 7.3  meters
 TJ0520
 TJ0520  HISTORY     - Date     Condition        Report By
 TJ0520  HISTORY     - 1980     MONUMENTED       NGS
 TJ0520
 TJ0520                          STATION DESCRIPTION
 TJ0520
 TJ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0520'19.7 KM (12.25 MI) NW FROM GLASGOW.
 TJ0520'19.7 KM (12.25 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0520'FROM THE STATION IN GLASGOW, SEVEN POLES SOUTHEAST OF MILEPOST 290,
 TJ0520'AT A DOUBLE UTILITY POLE WITH FOUR GUY WIRES, 17.4 METERS (57.0 FT)
 TJ0520'NORTHEAST OF THE NORTHEAST RAIL, 14.0 METERS (46.0 FT) SOUTHWEST OF
 TJ0520'THE CENTER OF A ROAD, 1.3 METERS (4.4 FT) SOUTH OF THE NORTHEAST 1 OF
 TJ0520'2 UTILITY POLES AND 1.2 METERS (4.0 FT) EAST OF THE SOUTHWEST POLE.
 TJ0520'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0520'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TJ0520'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0420 ***********************************************************************
 TH0420  DESIGNATION -  G 542
 TH0420  PID         -  TH0420
 TH0420  STATE/COUNTY-  MT/ROOSEVELT
 TH0420  USGS QUAD   -  WOLF POINT (1989)
 TH0420
 TH0420                         *CURRENT SURVEY CONTROL
 TH0420  ___________________________________________________________________
 TH0420* NAD 83(1986)-  48 05 19.     (N)    105 41 46.     (W)     SCALED    
 TH0420* NAVD 88     -       624.372  (meters)    2048.46   (feet)  ADJUSTED  
 TH0420  ___________________________________________________________________
 TH0420  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TH0420  DYNAMIC HT  -         624.445 (meters)    2048.70  (feet)  COMP
 TH0420  MODELED GRAV-     980,709.1   (mgal)                       NAVD 88
 TH0420
 TH0420  VERT ORDER  -  FIRST     CLASS II
 TH0420
 TH0420.The horizontal coordinates were scaled from a topographic map and have
 TH0420.an estimated accuracy of +/- 6 seconds.
 TH0420
 TH0420.The orthometric height was determined by differential leveling
 TH0420.and adjusted by the National Geodetic Survey in June 1991..
 TH0420
 TH0420.The geoid height was determined by GEOID03.
 TH0420
 TH0420.The dynamic height is computed by dividing the NAVD 88
 TH0420.geopotential number by the normal gravity value computed on the
 TH0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0420.degrees latitude (g = 980.6199 gals.).
 TH0420
 TH0420.The modeled gravity was interpolated from observed gravity values.
 TH0420
 TH0420;                    North         East    Units  Estimated Accuracy
 TH0420;SPC MT       -   433,420.      883,150.      MT  (+/- 180 meters Scaled)
 TH0420
 TH0420                          SUPERSEDED SURVEY CONTROL
 TH0420
 TH0420.No superseded survey control is available for this station.
 TH0420
 TH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP481263(NAD 83)
 TH0420_MARKER: I = METAL ROD
 TH0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0420_SP_SET: STAINLESS STEEL ROD
 TH0420_STAMPING: G 542 1980
 TH0420_MARK LOGO: NGS   
 TH0420_PROJECTION: FLUSH
 TH0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0420_ROD/PIPE-DEPTH: 7.3  meters
 TH0420
 TH0420  HISTORY     - Date     Condition        Report By
 TH0420  HISTORY     - 1980     MONUMENTED       NGS
 TH0420
 TH0420                          STATION DESCRIPTION
 TH0420
 TH0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0420'4.0 KM (2.5 MI) WEST FROM WOLF POINT.
 TH0420'4.0 KM (2.5 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TH0420'STATE HIGHWAY 13W IN WOLF POINT, 0.1 KM (0.05 MI) EAST OF MILE POST
 TH0420'588, 24.5 METERS (80.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 TH0420'17.5 METERS (57.5 FT) NORTHWEST OF A UTILITY POLE, AND 13.2 METERS
 TH0420'(43.4 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO A BODY SHOP.
 TH0420'NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM POINT IS
 TH0420'THROUGH A 5-INCH LOGO CAP.
 TH0420'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 TH0420'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0415 ***********************************************************************
 TH0415  DESIGNATION -  G 543
 TH0415  PID         -  TH0415
 TH0415  STATE/COUNTY-  MT/ROOSEVELT
 TH0415  USGS QUAD   -  FLYNN CREEK SOUTH (1989)
 TH0415
 TH0415                         *CURRENT SURVEY CONTROL
 TH0415  ___________________________________________________________________
 TH0415* NAD 83(1986)-  48 04 24.     (N)    105 48 39.     (W)     SCALED    
 TH0415* NAVD 88     -       614.523  (meters)    2016.15   (feet)  ADJUSTED  
 TH0415  ___________________________________________________________________
 TH0415  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TH0415  DYNAMIC HT  -         614.592 (meters)    2016.37  (feet)  COMP
 TH0415  MODELED GRAV-     980,704.6   (mgal)                       NAVD 88
 TH0415
 TH0415  VERT ORDER  -  FIRST     CLASS II
 TH0415
 TH0415.The horizontal coordinates were scaled from a topographic map and have
 TH0415.an estimated accuracy of +/- 6 seconds.
 TH0415
 TH0415.The orthometric height was determined by differential leveling
 TH0415.and adjusted by the National Geodetic Survey in June 1991..
 TH0415
 TH0415.The geoid height was determined by GEOID03.
 TH0415
 TH0415.The dynamic height is computed by dividing the NAVD 88
 TH0415.geopotential number by the normal gravity value computed on the
 TH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0415.degrees latitude (g = 980.6199 gals.).
 TH0415
 TH0415.The modeled gravity was interpolated from observed gravity values.
 TH0415
 TH0415;                    North         East    Units  Estimated Accuracy
 TH0415;SPC MT       -   431,320.      874,690.      MT  (+/- 180 meters Scaled)
 TH0415
 TH0415                          SUPERSEDED SURVEY CONTROL
 TH0415
 TH0415.No superseded survey control is available for this station.
 TH0415
 TH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP396247(NAD 83)
 TH0415_MARKER: I = METAL ROD
 TH0415_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TH0415_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TH0415_STAMPING: G 543 1980
 TH0415_MARK LOGO: NGS   
 TH0415_PROJECTION: FLUSH
 TH0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TH0415+STABILITY: POSITION/ELEVATION WELL
 TH0415_ROD/PIPE-DEPTH: 13.4 meters
 TH0415_SLEEVE-DEPTH  : 12.2 meters
 TH0415
 TH0415  HISTORY     - Date     Condition        Report By
 TH0415  HISTORY     - 1980     MONUMENTED       NGS
 TH0415
 TH0415                          STATION DESCRIPTION
 TH0415
 TH0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0415'13.2 KM (8.2 MI) WEST FROM WOLF POINT.
 TH0415'13.2 KM (8.2 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TH0415'STATE HIGHWAY 13W IN WOLF POINT, 0.5 KM (0.3 MI) NORTHWEST OF MILE
 TH0415'POST 583, 24.2 METERS (79.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 TH0415'HIGHWAY, AND 6.9 METERS (22.6 FT) SOUTHWEST OF THE SOUTHWEST POLE
 TH0415'OF DOUBLE UTILITY POLE NUMBER 31-7.  NOTE=REFUSAL WAS REACHED AT
 TH0415'44.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0415'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST AND FENCE
 TH0415'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0427 ***********************************************************************
 TH0427  DESIGNATION -  G 544
 TH0427  PID         -  TH0427
 TH0427  STATE/COUNTY-  MT/ROOSEVELT
 TH0427  USGS QUAD   -  MACON (1972)
 TH0427
 TH0427                         *CURRENT SURVEY CONTROL
 TH0427  ___________________________________________________________________
 TH0427* NAD 83(1986)-  48 05 43.     (N)    105 34 21.     (W)     SCALED    
 TH0427* NAVD 88     -       604.818  (meters)    1984.31   (feet)  ADJUSTED  
 TH0427  ___________________________________________________________________
 TH0427  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TH0427  DYNAMIC HT  -         604.890 (meters)    1984.54  (feet)  COMP
 TH0427  MODELED GRAV-     980,710.4   (mgal)                       NAVD 88
 TH0427
 TH0427  VERT ORDER  -  FIRST     CLASS II
 TH0427
 TH0427.This mark is at L M Clayton Airport (OLF)
 TH0427
 TH0427.The horizontal coordinates were scaled from a topographic map and have
 TH0427.an estimated accuracy of +/- 6 seconds.
 TH0427
 TH0427.The orthometric height was determined by differential leveling
 TH0427.and adjusted by the National Geodetic Survey in June 1991..
 TH0427
 TH0427.The geoid height was determined by GEOID03.
 TH0427
 TH0427.The dynamic height is computed by dividing the NAVD 88
 TH0427.geopotential number by the normal gravity value computed on the
 TH0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0427.degrees latitude (g = 980.6199 gals.).
 TH0427
 TH0427.The modeled gravity was interpolated from observed gravity values.
 TH0427
 TH0427;                    North         East    Units  Estimated Accuracy
 TH0427;SPC MT       -   434,620.      892,300.      MT  (+/- 180 meters Scaled)
 TH0427
 TH0427                          SUPERSEDED SURVEY CONTROL
 TH0427
 TH0427.No superseded survey control is available for this station.
 TH0427
 TH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP573270(NAD 83)
 TH0427_MARKER: I = METAL ROD
 TH0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0427_SP_SET: STAINLESS STEEL ROD
 TH0427_STAMPING: G 544 1980
 TH0427_MARK LOGO: NGS   
 TH0427_PROJECTION: FLUSH
 TH0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0427_ROD/PIPE-DEPTH: 13.4 meters
 TH0427
 TH0427  HISTORY     - Date     Condition        Report By
 TH0427  HISTORY     - 1980     MONUMENTED       NGS
 TH0427
 TH0427                          STATION DESCRIPTION
 TH0427
 TH0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0427'7.1 KM (4.4 MI) SE FROM WOLF POINT.
 TH0427'5.0 KM (3.1 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TH0427'STATE HIGHWAY 13W IN WOLF POINT, THENCE 1.3 KM (0.8 MI) SOUTH ON A
 TH0427'GRAVEL ROAD, THENCE 0.8 KM (0.5 MI) SOUTHEAST ALONG STATE HIGHWAY
 TH0427'13W, AT THE WOLF POINT INTERNATIONAL AIRPORT ENTRANCE, 30.5 METERS
 TH0427'(100.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 13W,
 TH0427'17.1 METERS (56.0 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD,
 TH0427'AND 1.8 METERS (6.0 FT) SOUTHEAST OF A FENCE CORNER.  NOTE=REFUSAL
 TH0427'WAS REACHED AT 44.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 TH0427'5-INCH LOGO CAP.
 TH0427'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST AND FENCE
 TH0427'THE MARK IS 0.3 M BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0543 ***********************************************************************
 TH0543  DESIGNATION -  G 545
 TH0543  PID         -  TH0543
 TH0543  STATE/COUNTY-  MT/ROOSEVELT
 TH0543  USGS QUAD   -  FROID (1983)
 TH0543
 TH0543                         *CURRENT SURVEY CONTROL
 TH0543  ___________________________________________________________________
 TH0543* NAD 83(1986)-  48 16 52.     (N)    104 29 51.     (W)     SCALED    
 TH0543* NAVD 88     -       662.455  (meters)    2173.40   (feet)  ADJUSTED  
 TH0543  ___________________________________________________________________
 TH0543  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 TH0543  DYNAMIC HT  -         662.546 (meters)    2173.70  (feet)  COMP
 TH0543  MODELED GRAV-     980,727.7   (mgal)                       NAVD 88
 TH0543
 TH0543  VERT ORDER  -  FIRST     CLASS II
 TH0543
 TH0543.The horizontal coordinates were scaled from a topographic map and have
 TH0543.an estimated accuracy of +/- 6 seconds.
 TH0543
 TH0543.The orthometric height was determined by differential leveling
 TH0543.and adjusted by the National Geodetic Survey in June 1991..
 TH0543
 TH0543.The geoid height was determined by GEOID03.
 TH0543
 TH0543.The dynamic height is computed by dividing the NAVD 88
 TH0543.geopotential number by the normal gravity value computed on the
 TH0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0543.degrees latitude (g = 980.6199 gals.).
 TH0543
 TH0543.The modeled gravity was interpolated from observed gravity values.
 TH0543
 TH0543;                    North         East    Units  Estimated Accuracy
 TH0543;SPC MT       -   459,790.      970,890.      MT  (+/- 180 meters Scaled)
 TH0543
 TH0543                          SUPERSEDED SURVEY CONTROL
 TH0543
 TH0543.No superseded survey control is available for this station.
 TH0543
 TH0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP372476(NAD 83)
 TH0543_MARKER: I = METAL ROD
 TH0543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0543_SP_SET: STAINLESS STEEL ROD
 TH0543_STAMPING: G 545 1980
 TH0543_MARK LOGO: NGS   
 TH0543_PROJECTION: FLUSH
 TH0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0543_ROD/PIPE-DEPTH: 5.2  meters
 TH0543
 TH0543  HISTORY     - Date     Condition        Report By
 TH0543  HISTORY     - 1980     MONUMENTED       NGS
 TH0543
 TH0543                          STATION DESCRIPTION
 TH0543
 TH0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0543'6.2 KM (3.85 MI) SOUTH FROM FROID.
 TH0543'0.2 KM (0.15 MI) SOUTHWEST ALONG COUNTY ROAD 405 FROM THE RAILROAD
 TH0543'STATION IN FROID, THENCE 6.0 KM (3.7 MI) SOUTH ALONG STATE HIGHWAY
 TH0543'16, 24.2 METERS (79.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 TH0543'4.3 METERS (14.0 FT) SOUTH OF A UTILITY POLE, AND 3.3 METERS (10.8 FT)
 TH0543'SOUTH OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 17.0 FT.  ACCESS
 TH0543'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0543'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 TH0543'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0519 ***********************************************************************
 TH0519  DESIGNATION -  G 547
 TH0519  PID         -  TH0519
 TH0519  STATE/COUNTY-  MT/SHERIDAN
 TH0519  USGS QUAD   -  RESERVE (1988)
 TH0519
 TH0519                         *CURRENT SURVEY CONTROL
 TH0519  ___________________________________________________________________
 TH0519* NAD 83(1986)-  48 36 24.     (N)    104 26 25.     (W)     SCALED    
 TH0519* NAVD 88     -       612.623  (meters)    2009.91   (feet)  ADJUSTED  
 TH0519  ___________________________________________________________________
 TH0519  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TH0519  DYNAMIC HT  -         612.725 (meters)    2010.25  (feet)  COMP
 TH0519  MODELED GRAV-     980,757.1   (mgal)                       NAVD 88
 TH0519
 TH0519  VERT ORDER  -  FIRST     CLASS II
 TH0519
 TH0519.The horizontal coordinates were scaled from a topographic map and have
 TH0519.an estimated accuracy of +/- 6 seconds.
 TH0519
 TH0519.The orthometric height was determined by differential leveling
 TH0519.and adjusted by the National Geodetic Survey in June 1991..
 TH0519
 TH0519.The geoid height was determined by GEOID03.
 TH0519
 TH0519.The dynamic height is computed by dividing the NAVD 88
 TH0519.geopotential number by the normal gravity value computed on the
 TH0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0519.degrees latitude (g = 980.6199 gals.).
 TH0519
 TH0519.The modeled gravity was interpolated from observed gravity values.
 TH0519
 TH0519;                    North         East    Units  Estimated Accuracy
 TH0519;SPC MT       -   496,180.      972,800.      MT  (+/- 180 meters Scaled)
 TH0519
 TH0519                          SUPERSEDED SURVEY CONTROL
 TH0519
 TH0519.No superseded survey control is available for this station.
 TH0519
 TH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP412838(NAD 83)
 TH0519_MARKER: I = METAL ROD
 TH0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0519_SP_SET: STAINLESS STEEL ROD
 TH0519_STAMPING: G 547 1981
 TH0519_MARK LOGO: NGS   
 TH0519_PROJECTION: FLUSH
 TH0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0519_ROD/PIPE-DEPTH: 7.3  meters
 TH0519
 TH0519  HISTORY     - Date     Condition        Report By
 TH0519  HISTORY     - 1981     MONUMENTED       NGS
 TH0519
 TH0519                          STATION DESCRIPTION
 TH0519
 TH0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0519'13.9 KM (8.65 MI) NORTH FROM MEDICINE LAKE.
 TH0519'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0519'MEDICINE LAKE, THENCE 13.4 KM (8.3 MI) NORTHERLY ALONG STATE HIGHWAY
 TH0519'16, 1.6 KM (1.0 MI) EAST OF THE SMALL TOWN OF RESERVE, AT THE JUNCTION
 TH0519'OF STATE HIGHWAY 258, 23.6 METERS (77.5 FT) WEST-NORTHWEST OF THE
 TH0519'CENTERLINE OF THE HIGHWAY, 17.4 METERS (57.0 FT) NORTH-NORTHEAST OF
 TH0519'THE CENTERLINE OF THE HIGHWAY, 7.7 METERS (25.4 FT) NORTHWEST OF A
 TH0519'STATE HIGHWAY SURVEY MARKER, 6.4 METERS (21.0 FT) NORTH-NORTHEAST OF
 TH0519'A FENCE CORNER, AND 0.3 METER (1.0 FT) EAST-SOUTHEAST OF A WIRE
 TH0519'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0519'THE MARK IS 1.0 METERS  NNE FROM A WITNESS POST.
 TH0519'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0494 ***********************************************************************
 TH0494  DESIGNATION -  G 548
 TH0494  PID         -  TH0494
 TH0494  STATE/COUNTY-  MT/SHERIDAN
 TH0494  USGS QUAD   -  RAYMOND (1983)
 TH0494
 TH0494                         *CURRENT SURVEY CONTROL
 TH0494  ___________________________________________________________________
 TH0494* NAD 83(1986)-  48 57 08.     (N)    104 34 05.     (W)     SCALED    
 TH0494* NAVD 88     -       748.204  (meters)    2454.73   (feet)  ADJUSTED  
 TH0494  ___________________________________________________________________
 TH0494  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TH0494  DYNAMIC HT  -         748.332 (meters)    2455.15  (feet)  COMP
 TH0494  MODELED GRAV-     980,756.0   (mgal)                       NAVD 88
 TH0494
 TH0494  VERT ORDER  -  FIRST     CLASS II
 TH0494
 TH0494.The horizontal coordinates were scaled from a topographic map and have
 TH0494.an estimated accuracy of +/- 6 seconds.
 TH0494
 TH0494.The orthometric height was determined by differential leveling
 TH0494.and adjusted by the National Geodetic Survey in June 1991..
 TH0494
 TH0494.The geoid height was determined by GEOID03.
 TH0494
 TH0494.The dynamic height is computed by dividing the NAVD 88
 TH0494.geopotential number by the normal gravity value computed on the
 TH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0494.degrees latitude (g = 980.6199 gals.).
 TH0494
 TH0494.The modeled gravity was interpolated from observed gravity values.
 TH0494
 TH0494;                    North         East    Units  Estimated Accuracy
 TH0494;SPC MT       -   533,920.      960,980.      MT  (+/- 180 meters Scaled)
 TH0494
 TH0494                          SUPERSEDED SURVEY CONTROL
 TH0494
 TH0494.No superseded survey control is available for this station.
 TH0494
 TH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ316222(NAD 83)
 TH0494_MARKER: I = METAL ROD
 TH0494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0494_SP_SET: STAINLESS STEEL ROD
 TH0494_STAMPING: G 548 1981
 TH0494_MARK LOGO: NGS   
 TH0494_PROJECTION: FLUSH
 TH0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0494_ROD/PIPE-DEPTH: 6.1  meters
 TH0494
 TH0494  HISTORY     - Date     Condition        Report By
 TH0494  HISTORY     - 1981     MONUMENTED       NGS
 TH0494
 TH0494                          STATION DESCRIPTION
 TH0494
 TH0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0494'5.0 KM (3.1 MI) SOUTH FROM REGWAY.
 TH0494'5.0 KM (3.1 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE UNITED
 TH0494'STATES-CANADIAN BORDER AT REGWAY, AT A GRAVELED ROAD LEADING WEST,
 TH0494'14.2 METERS (46.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.4
 TH0494'METERS (27.5 FT) NORTH OF THE EXTENDED CENTER OF THE ROAD, 4.0 METERS
 TH0494'(13.0 FT) NORTH OF A FENCE CORNER, AND 0.3 METER (1.0 FT) WEST OF
 TH0494'A WIRE FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TH0494'LOGO CAP.
 TH0494'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 TH0494'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0570 ***********************************************************************
 TH0570  DESIGNATION -  G 549
 TH0570  PID         -  TH0570
 TH0570  STATE/COUNTY-  MT/ROOSEVELT
 TH0570  USGS QUAD   -  RED BANK CREEK (1989)
 TH0570
 TH0570                         *CURRENT SURVEY CONTROL
 TH0570  ___________________________________________________________________
 TH0570* NAD 83(1986)-  48 08 32.     (N)    104 04 24.     (W)     SCALED    
 TH0570* NAVD 88     -       650.059  (meters)    2132.74   (feet)  ADJUSTED  
 TH0570  ___________________________________________________________________
 TH0570  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TH0570  DYNAMIC HT  -         650.130 (meters)    2132.97  (feet)  COMP
 TH0570  MODELED GRAV-     980,698.8   (mgal)                       NAVD 88
 TH0570
 TH0570  VERT ORDER  -  FIRST     CLASS II
 TH0570
 TH0570.The horizontal coordinates were scaled from a topographic map and have
 TH0570.an estimated accuracy of +/- 6 seconds.
 TH0570
 TH0570.The orthometric height was determined by differential leveling
 TH0570.and adjusted by the National Geodetic Survey in June 1991..
 TH0570
 TH0570.The geoid height was determined by GEOID03.
 TH0570
 TH0570.The dynamic height is computed by dividing the NAVD 88
 TH0570.geopotential number by the normal gravity value computed on the
 TH0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0570.degrees latitude (g = 980.6199 gals.).
 TH0570
 TH0570.The modeled gravity was interpolated from observed gravity values.
 TH0570
 TH0570;                    North         East    Units  Estimated Accuracy
 TH0570;SPC MT       -   446,480.    1,003,360.      MT  (+/- 180 meters Scaled)
 TH0570
 TH0570                          SUPERSEDED SURVEY CONTROL
 TH0570
 TH0570.No superseded survey control is available for this station.
 TH0570
 TH0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP689325(NAD 83)
 TH0570_MARKER: I = METAL ROD
 TH0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0570_SP_SET: STAINLESS STEEL ROD
 TH0570_STAMPING: G 549 1981
 TH0570_MARK LOGO: NGS   
 TH0570_PROJECTION: FLUSH
 TH0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0570_ROD/PIPE-DEPTH: 4.9  meters
 TH0570
 TH0570  HISTORY     - Date     Condition        Report By
 TH0570  HISTORY     - 1981     MONUMENTED       NGS
 TH0570
 TH0570                          STATION DESCRIPTION
 TH0570
 TH0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0570'26.0 KM (16.15 MI) WEST FROM WILLISTON.
 TH0570'26.0 KM (16.15 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0570'WITH U.S. HIGHWAY 85 IN WILLISTON, 37.5 METERS (123.0 FT) EAST OF THE
 TH0570'CENTER OF THE EAST ENTRANCE ROAD TO A REST AREA, 25.6 METERS (84.0 FT)
 TH0570'NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (3.0 FT) NORTH OF A
 TH0570'FENCE CORNER AND 0.3 METER (1.0 FT) WEST OF A FENCE.  NOTE=ACCESS TO
 TH0570'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0570'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TH0570'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0013 ***********************************************************************
 SU0013  DESIGNATION -  G 55
 SU0013  PID         -  SU0013
 SU0013  STATE/COUNTY-  MT/LAKE
 SU0013  USGS QUAD   -  ELMO (1964)
 SU0013
 SU0013                         *CURRENT SURVEY CONTROL
 SU0013  ___________________________________________________________________
 SU0013* NAD 83(1986)-  47 48 28.     (N)    114 16 16.     (W)     SCALED    
 SU0013* NAVD 88     -       899.023  (meters)    2949.54   (feet)  ADJUSTED  
 SU0013  ___________________________________________________________________
 SU0013  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SU0013  DYNAMIC HT  -         899.004 (meters)    2949.48  (feet)  COMP
 SU0013  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 SU0013
 SU0013  VERT ORDER  -  FIRST     CLASS II
 SU0013
 SU0013.The horizontal coordinates were scaled from a topographic map and have
 SU0013.an estimated accuracy of +/- 6 seconds.
 SU0013
 SU0013.The orthometric height was determined by differential leveling
 SU0013.and adjusted by the National Geodetic Survey in June 1991..
 SU0013.WARNING-Repeat measurements at this control monument indicate possible
 SU0013.vertical movement.
 SU0013
 SU0013.The geoid height was determined by GEOID03.
 SU0013
 SU0013.The dynamic height is computed by dividing the NAVD 88
 SU0013.geopotential number by the normal gravity value computed on the
 SU0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0013.degrees latitude (g = 980.6199 gals.).
 SU0013
 SU0013.The modeled gravity was interpolated from observed gravity values.
 SU0013
 SU0013;                    North         East    Units  Estimated Accuracy
 SU0013;SPC MT       -   406,210.      243,040.      MT  (+/- 180 meters Scaled)
 SU0013
 SU0013                          SUPERSEDED SURVEY CONTROL
 SU0013
 SU0013  NGVD 29 (??/??/92)  897.928  (m)         2945.95   (f) ADJ UNCH    1 2
 SU0013
 SU0013.Superseded values are not recommended for survey control.
 SU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0013.See file dsdata.txt to determine how the superseded data were derived.
 SU0013
 SU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN043985(NAD 83)
 SU0013_MARKER: DB = BENCH MARK DISK
 SU0013_SETTING: 80 = SET IN A BOULDER
 SU0013_SP_SET: BOULDER
 SU0013_STAMPING: G 55 1933
 SU0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0013+STABILITY: SURFACE MOTION
 SU0013
 SU0013  HISTORY     - Date     Condition        Report By
 SU0013  HISTORY     - 1933     MONUMENTED       CGS
 SU0013  HISTORY     - 1979     GOOD             NGS
 SU0013
 SU0013                          STATION DESCRIPTION
 SU0013
 SU0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0013'1.1 MI SE FROM BIG ARM.
 SU0013'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT BIG
 SU0013'ARM, LAKE COUNTY, NEAR THE TOP OF A HILL, 24 FEET NORTHWEST OF THE
 SU0013'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A 2- BY 10- BY 15-FOOT
 SU0013'BLUISH EMBEDDED BOULDER.  A STANDARD DISK, STAMPED G 55 1933.
 SU0013
 SU0013                          STATION RECOVERY (1979)
 SU0013
 SU0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0013'1.3 MILES EAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE AT BIG ARM,
 SU0013'SET IN THE TOP OF A 2 BY 10 BY 15 FOOT BLUISH EMBEDDED BOULDER, 0.05
 SU0013'MILE NORTHEAST OF MILE MARKER 72, 24 FEET NORTHWEST OF THE CENTERLINE
 SU0013'OF THE HIGHWAY, 10 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD
 SU0013'AND 6 FEET ABOVE THE DIRT ROAD.
 SU0013'THE MARK IS 10 FT BELOW HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0273 ***********************************************************************
 SP0273  DESIGNATION -  G 550
 SP0273  PID         -  SP0273
 SP0273  STATE/COUNTY-  MT/DAWSON
 SP0273  USGS QUAD   -  SAVAGE SW (1966)
 SP0273
 SP0273                         *CURRENT SURVEY CONTROL
 SP0273  ___________________________________________________________________
 SP0273* NAD 83(1986)-  47 20 07.     (N)    104 28 45.     (W)     SCALED    
 SP0273* NAVD 88     -       628.048  (meters)    2060.52   (feet)  ADJUSTED  
 SP0273  ___________________________________________________________________
 SP0273  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 SP0273  DYNAMIC HT  -         628.087 (meters)    2060.65  (feet)  COMP
 SP0273  MODELED GRAV-     980,654.8   (mgal)                       NAVD 88
 SP0273
 SP0273  VERT ORDER  -  FIRST     CLASS II
 SP0273
 SP0273.The horizontal coordinates were scaled from a topographic map and have
 SP0273.an estimated accuracy of +/- 6 seconds.
 SP0273
 SP0273.The orthometric height was determined by differential leveling
 SP0273.and adjusted by the National Geodetic Survey in June 1991..
 SP0273
 SP0273.The geoid height was determined by GEOID03.
 SP0273
 SP0273.The dynamic height is computed by dividing the NAVD 88
 SP0273.geopotential number by the normal gravity value computed on the
 SP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0273.degrees latitude (g = 980.6199 gals.).
 SP0273
 SP0273.The modeled gravity was interpolated from observed gravity values.
 SP0273
 SP0273;                    North         East    Units  Estimated Accuracy
 SP0273;SPC MT       -   354,980.      978,990.      MT  (+/- 180 meters Scaled)
 SP0273
 SP0273                          SUPERSEDED SURVEY CONTROL
 SP0273
 SP0273.No superseded survey control is available for this station.
 SP0273
 SP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN393425(NAD 83)
 SP0273_MARKER: I = METAL ROD
 SP0273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0273_SP_SET: STAINLESS STEEL ROD
 SP0273_STAMPING: G 550 1981
 SP0273_MARK LOGO: NGS   
 SP0273_PROJECTION: FLUSH
 SP0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0273_ROD/PIPE-DEPTH: 10.7 meters
 SP0273
 SP0273  HISTORY     - Date     Condition        Report By
 SP0273  HISTORY     - 1981     MONUMENTED       NGS
 SP0273
 SP0273                          STATION DESCRIPTION
 SP0273
 SP0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0273'17.5 KM (10.85 MI) SW FROM SAVAGE.
 SP0273'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0273'SAVAGE, THENCE 17.1 KM (10.6 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 16,
 SP0273'24.4 METERS (80.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.7
 SP0273'METERS (5.5 FT) NORTHEAST OF A UTILITY POLE AND 0.2 METER (0.7 FT)
 SP0273'SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 SP0273'5-INCH LOGO CAP.
 SP0273'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 SP0273'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0386 ***********************************************************************
 RT0386  DESIGNATION -  G 551
 RT0386  PID         -  RT0386
 RT0386  STATE/COUNTY-  MT/PRAIRIE
 RT0386  USGS QUAD   -  FALLON SW (1983)
 RT0386
 RT0386                         *CURRENT SURVEY CONTROL
 RT0386  ___________________________________________________________________
 RT0386* NAD 83(1986)-  46 49 10.     (N)    105 10 29.     (W)     SCALED    
 RT0386* NAVD 88     -       673.738  (meters)    2210.42   (feet)  ADJUSTED  
 RT0386  ___________________________________________________________________
 RT0386  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 RT0386  DYNAMIC HT  -         673.729 (meters)    2210.39  (feet)  COMP
 RT0386  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 RT0386
 RT0386  VERT ORDER  -  FIRST     CLASS II
 RT0386
 RT0386.The horizontal coordinates were scaled from a topographic map and have
 RT0386.an estimated accuracy of +/- 6 seconds.
 RT0386
 RT0386.The orthometric height was determined by differential leveling
 RT0386.and adjusted by the National Geodetic Survey in June 1991..
 RT0386
 RT0386.The geoid height was determined by GEOID03.
 RT0386
 RT0386.The dynamic height is computed by dividing the NAVD 88
 RT0386.geopotential number by the normal gravity value computed on the
 RT0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0386.degrees latitude (g = 980.6199 gals.).
 RT0386
 RT0386.The modeled gravity was interpolated from observed gravity values.
 RT0386
 RT0386;                    North         East    Units  Estimated Accuracy
 RT0386;SPC MT       -   294,620.      929,700.      MT  (+/- 180 meters Scaled)
 RT0386
 RT0386                          SUPERSEDED SURVEY CONTROL
 RT0386
 RT0386.No superseded survey control is available for this station.
 RT0386
 RT0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM866851(NAD 83)
 RT0386_MARKER: DB = BENCH MARK DISK
 RT0386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RT0386_SP_SET: ABUTMENT
 RT0386_STAMPING: G 551 1981
 RT0386_MARK LOGO: NGS   
 RT0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0386+STABILITY: POSITION/ELEVATION WELL
 RT0386
 RT0386  HISTORY     - Date     Condition        Report By
 RT0386  HISTORY     - 1981     MONUMENTED       NGS
 RT0386
 RT0386                          STATION DESCRIPTION
 RT0386
 RT0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0386'4.7 KM (2.9 MI) SW FROM FALLON.
 RT0386'4.3 KM (2.7 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0386'FROM THE RAILROAD STATION IN FALLON, THENCE 0.3 KM (0.2 MI) SOUTH
 RT0386'ALONG A GRAVEL ROAD, IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF
 RT0386'INTERSTATE HIGHWAY 94 OVERPASS AND 4.6 METERS (15.0 FT) WEST OF THE
 RT0386'CENTER OF THE ROAD.
 RT0386'THE MARK IS 0.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0414 ***********************************************************************
 QW0414  DESIGNATION -  G 552
 QW0414  PID         -  QW0414
 QW0414  STATE/COUNTY-  MT/YELLOWSTONE
 QW0414  USGS QUAD   -  NIBBE (1980)
 QW0414
 QW0414                         *CURRENT SURVEY CONTROL
 QW0414  ___________________________________________________________________
 QW0414* NAD 83(1986)-  45 58 13.     (N)    108 07 17.     (W)     SCALED    
 QW0414* NAVD 88     -       896.168  (meters)    2940.18   (feet)  ADJUSTED  
 QW0414  ___________________________________________________________________
 QW0414  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 QW0414  DYNAMIC HT  -         896.010 (meters)    2939.66  (feet)  COMP
 QW0414  MODELED GRAV-     980,409.6   (mgal)                       NAVD 88
 QW0414
 QW0414  VERT ORDER  -  FIRST     CLASS II
 QW0414
 QW0414.The horizontal coordinates were scaled from a topographic map and have
 QW0414.an estimated accuracy of +/- 6 seconds.
 QW0414
 QW0414.The orthometric height was determined by differential leveling
 QW0414.and adjusted by the National Geodetic Survey in June 1991..
 QW0414
 QW0414.The geoid height was determined by GEOID03.
 QW0414
 QW0414.The dynamic height is computed by dividing the NAVD 88
 QW0414.geopotential number by the normal gravity value computed on the
 QW0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0414.degrees latitude (g = 980.6199 gals.).
 QW0414
 QW0414.The modeled gravity was interpolated from observed gravity values.
 QW0414
 QW0414;                    North         East    Units  Estimated Accuracy
 QW0414;SPC MT       -   192,120.      706,800.      MT  (+/- 180 meters Scaled)
 QW0414
 QW0414                          SUPERSEDED SURVEY CONTROL
 QW0414
 QW0414.No superseded survey control is available for this station.
 QW0414
 QW0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR230947(NAD 83)
 QW0414_MARKER: I = METAL ROD
 QW0414_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QW0414_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QW0414_STAMPING: G 552 1981
 QW0414_MARK LOGO: NGS   
 QW0414_PROJECTION: FLUSH
 QW0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0414+STABILITY: POSITION/ELEVATION WELL
 QW0414_ROD/PIPE-DEPTH: 13.1 meters
 QW0414_SLEEVE-DEPTH  : 12.2 meters
 QW0414
 QW0414  HISTORY     - Date     Condition        Report By
 QW0414  HISTORY     - 1981     MONUMENTED       NGS
 QW0414
 QW0414                          STATION DESCRIPTION
 QW0414
 QW0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0414'13.4 KM (8.2 MI) SW FROM POMPEYS PILLAR.
 QW0414'13.4 KM (8.3 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0414'FROM THE RAILROAD STATION IN POMPEYS PILLAR, 0.1 KM (0.05 MI)
 QW0414'NORTHEAST OF A GRAVELEDED ROAD LEADING SOUTH, 37.2 METERS (122.0 FT)
 QW0414'SOUTH OF RAILROAD SIGNAL 2025, 31.7 METERS (104.0 FT) SOUTHEAST OF THE
 QW0414'NEAR RAIL, 9.8 METERS (32.0 FT) NORTHWEST OF A GRAVELED ROAD, AND 2.6
 QW0414'METERS (8.5 FT) SOUTHWEST OF UTILITY POLE 8.  NOTE=ACCESS TO THE DATUM
 QW0414'POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0414'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 QW0414'THE MARK IS ABOVE LEVEL WITH THE GRAVELEDED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0401 ***********************************************************************
 QW0401  DESIGNATION -  G 553
 QW0401  PID         -  QW0401
 QW0401  STATE/COUNTY-  MT/YELLOWSTONE
 QW0401  USGS QUAD   -  BILLINGS WEST (1975)
 QW0401
 QW0401                         *CURRENT SURVEY CONTROL
 QW0401  ___________________________________________________________________
 QW0401* NAD 83(1986)-  45 48 04.     (N)    108 31 58.     (W)     SCALED    
 QW0401* NAVD 88     -      1071.359  (meters)    3514.95   (feet)  ADJUSTED  
 QW0401  ___________________________________________________________________
 QW0401  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 QW0401  DYNAMIC HT  -        1071.121 (meters)    3514.17  (feet)  COMP
 QW0401  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 QW0401
 QW0401  VERT ORDER  -  FIRST     CLASS II
 QW0401
 QW0401.The horizontal coordinates were scaled from a topographic map and have
 QW0401.an estimated accuracy of +/- 6 seconds.
 QW0401
 QW0401.The orthometric height was determined by differential leveling
 QW0401.and adjusted by the National Geodetic Survey in June 1991..
 QW0401
 QW0401.The geoid height was determined by GEOID03.
 QW0401
 QW0401.The dynamic height is computed by dividing the NAVD 88
 QW0401.geopotential number by the normal gravity value computed on the
 QW0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0401.degrees latitude (g = 980.6199 gals.).
 QW0401
 QW0401.The modeled gravity was interpolated from observed gravity values.
 QW0401
 QW0401;                    North         East    Units  Estimated Accuracy
 QW0401;SPC MT       -   172,850.      675,160.      MT  (+/- 180 meters Scaled)
 QW0401
 QW0401                          SUPERSEDED SURVEY CONTROL
 QW0401
 QW0401.No superseded survey control is available for this station.
 QW0401
 QW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR917749(NAD 83)
 QW0401_MARKER: DV = VERTICAL CONTROL DISK
 QW0401_SETTING: 66 = SET IN ROCK OUTCROP
 QW0401_SP_SET: ROCK OUTCROP
 QW0401_STAMPING: G 553 1981
 QW0401_MARK LOGO: NGS   
 QW0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0401+STABILITY: POSITION/ELEVATION WELL
 QW0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0401+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1995
 QW0401
 QW0401  HISTORY     - Date     Condition        Report By
 QW0401  HISTORY     - 1981     MONUMENTED       NGS
 QW0401  HISTORY     - 19950324 GOOD             CGS
 QW0401
 QW0401                          STATION DESCRIPTION
 QW0401
 QW0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0401'3.0 KM (1.85 MI) NW FROM BILLINGS.
 QW0401'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0401'FROM THE STATION IN BILLINGS, THENCE 3.0 KM (1.85 MI) NORTHWEST ALONG
 QW0401'27TH STREET NORTH, ACROSS THE STREET FROM MILE POST 3, IN TOP OF A 20
 QW0401'BY 30 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 39.6 METERS (130.0 FT)
 QW0401'EAST OF A UTILITY POLE, 28.6 METERS (93.7 FT) SOUTH-SOUTHWEST OF THE
 QW0401'CENTERLINE OF THE STREET, AND 2.1 METERS (7.0 FT) NORTH-NORTHEAST OF
 QW0401'THE SOUTHWEST EDGE OF THE BEDROCK.
 QW0401'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QW0401'THE MARK IS 1.5 M ABOVE THE STREET.
 QW0401
 QW0401                          STATION RECOVERY (1995)
 QW0401
 QW0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995 (RPB)
 QW0401'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0419 ***********************************************************************
 RU0419  DESIGNATION -  G 554
 RU0419  PID         -  RU0419
 RU0419  STATE/COUNTY-  MT/YELLOWSTONE
 RU0419  USGS QUAD   -  CUSTER (1980)
 RU0419
 RU0419                         *CURRENT SURVEY CONTROL
 RU0419  ___________________________________________________________________
 RU0419* NAD 83(1986)-  46 08 13.     (N)    107 31 05.     (W)     SCALED    
 RU0419* NAVD 88     -       848.249  (meters)    2782.96   (feet)  ADJUSTED  
 RU0419  ___________________________________________________________________
 RU0419  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 RU0419  DYNAMIC HT  -         848.130 (meters)    2782.57  (feet)  COMP
 RU0419  MODELED GRAV-     980,446.4   (mgal)                       NAVD 88
 RU0419
 RU0419  VERT ORDER  -  FIRST     CLASS II
 RU0419
 RU0419.The horizontal coordinates were scaled from a topographic map and have
 RU0419.an estimated accuracy of +/- 6 seconds.
 RU0419
 RU0419.The orthometric height was determined by differential leveling
 RU0419.and adjusted by the National Geodetic Survey in June 1991..
 RU0419
 RU0419.The geoid height was determined by GEOID03.
 RU0419
 RU0419.The dynamic height is computed by dividing the NAVD 88
 RU0419.geopotential number by the normal gravity value computed on the
 RU0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0419.degrees latitude (g = 980.6199 gals.).
 RU0419
 RU0419.The modeled gravity was interpolated from observed gravity values.
 RU0419
 RU0419;                    North         East    Units  Estimated Accuracy
 RU0419;SPC MT       -   211,630.      753,060.      MT  (+/- 180 meters Scaled)
 RU0419
 RU0419                          SUPERSEDED SURVEY CONTROL
 RU0419
 RU0419.No superseded survey control is available for this station.
 RU0419
 RU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM055123(NAD 83)
 RU0419_MARKER: I = METAL ROD
 RU0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0419_SP_SET: STAINLESS STEEL ROD
 RU0419_STAMPING: G 554 1981
 RU0419_MARK LOGO: NGS   
 RU0419_PROJECTION: FLUSH
 RU0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0419_ROD/PIPE-DEPTH: 4.6  meters
 RU0419
 RU0419  HISTORY     - Date     Condition        Report By
 RU0419  HISTORY     - 1981     MONUMENTED       NGS
 RU0419
 RU0419                          STATION DESCRIPTION
 RU0419
 RU0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0419'3.4 KM (2.05 MI) NE FROM CUSTER.
 RU0419'0.2 KM (0.1 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0419'FROM THE RAILROAD STATION IN CUSTER, THENCE 0.2 KM (0.1 MI) SOUTH
 RU0419'ALONG A PAVED ROAD, THENCE 3.0 KM (1.85 MI) NORTHEASTERLY ALONG
 RU0419'INTERSTATE HIGHWAY 94, 0.8 KM (0.5 MI) SOUTHWEST OF THE CROSSING OF
 RU0419'STATE HIGHWAY 47, 47.2 METERS (155.0 FT) SOUTHEAST OF MILE POST 49,
 RU0419'42.1 METERS (138.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST
 RU0419'BOUND LANES OF THE HIGHWAY, AND 20.4 METERS (67.0 FT) SOUTH OF THE
 RU0419'SOUTHWEST POST OF A SIGN (FOOD-PHONE-GAS-CAMPING NEXT RIGHT).
 RU0419'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0419'THE MARK IS 0.4 METERS  NNW FROM  A WITNESS POST AND FENCE
 RU0419'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0443 ***********************************************************************
 RU0443  DESIGNATION -  G 555
 RU0443  PID         -  RU0443
 RU0443  STATE/COUNTY-  MT/TREASURE
 RU0443  USGS QUAD   -  HYSHAM (1983)
 RU0443
 RU0443                         *CURRENT SURVEY CONTROL
 RU0443  ___________________________________________________________________
 RU0443* NAD 83(1986)-  46 16 57.     (N)    107 13 36.     (W)     SCALED    
 RU0443* NAVD 88     -       816.237  (meters)    2677.94   (feet)  ADJUSTED  
 RU0443  ___________________________________________________________________
 RU0443  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 RU0443  DYNAMIC HT  -         816.145 (meters)    2677.64  (feet)  COMP
 RU0443  MODELED GRAV-     980,474.8   (mgal)                       NAVD 88
 RU0443
 RU0443  VERT ORDER  -  FIRST     CLASS II
 RU0443
 RU0443.The horizontal coordinates were scaled from a topographic map and have
 RU0443.an estimated accuracy of +/- 6 seconds.
 RU0443
 RU0443.The orthometric height was determined by differential leveling
 RU0443.and adjusted by the National Geodetic Survey in June 1991..
 RU0443
 RU0443.The geoid height was determined by GEOID03.
 RU0443
 RU0443.The dynamic height is computed by dividing the NAVD 88
 RU0443.geopotential number by the normal gravity value computed on the
 RU0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0443.degrees latitude (g = 980.6199 gals.).
 RU0443
 RU0443.The modeled gravity was interpolated from observed gravity values.
 RU0443
 RU0443;                    North         East    Units  Estimated Accuracy
 RU0443;SPC MT       -   228,410.      775,090.      MT  (+/- 180 meters Scaled)
 RU0443
 RU0443                          SUPERSEDED SURVEY CONTROL
 RU0443
 RU0443.No superseded survey control is available for this station.
 RU0443
 RU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM284278(NAD 83)
 RU0443_MARKER: I = METAL ROD
 RU0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0443_SP_SET: STAINLESS STEEL ROD
 RU0443_STAMPING: G 555 1981
 RU0443_MARK LOGO: NGS   
 RU0443_PROJECTION: FLUSH
 RU0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0443_ROD/PIPE-DEPTH: 13.4 meters
 RU0443
 RU0443  HISTORY     - Date     Condition        Report By
 RU0443  HISTORY     - 1981     MONUMENTED       NGS
 RU0443
 RU0443                          STATION DESCRIPTION
 RU0443
 RU0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0443'2.3 KM (1.4 MI) SOUTH FROM HYSHAM.
 RU0443'1.0 KM (0.6 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0443'THE RAILROAD STATION IN HYSHAM, THENCE 1.3 KM (0.8 MI) SOUTH ALONG A
 RU0443'PAVED ROAD, 24.5 METERS (80.4 FT) WEST OF THE CENTERLINE OF THE ROAD,
 RU0443'3.5 METERS (11.5 FT) NORTH OF THE CENTER OF A PRIVATE DRIVEWAY LEADING
 RU0443'WEST, AND 0.9 METER (2.8 FT) WEST OF A UTILITY POLE WITH A GUY WIRE.
 RU0443'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0443'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 RU0443'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0469 ***********************************************************************
 RU0469  DESIGNATION -  G 556
 RU0469  PID         -  RU0469
 RU0469  STATE/COUNTY-  MT/ROSEBUD
 RU0469  USGS QUAD   -  THURLOW (1984)
 RU0469
 RU0469                         *CURRENT SURVEY CONTROL
 RU0469  ___________________________________________________________________
 RU0469* NAD 83(1986)-  46 16 02.     (N)    106 19 26.     (W)     SCALED    
 RU0469* NAVD 88     -       752.171  (meters)    2467.75   (feet)  ADJUSTED  
 RU0469  ___________________________________________________________________
 RU0469  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 RU0469  DYNAMIC HT  -         752.102 (meters)    2467.52  (feet)  COMP
 RU0469  MODELED GRAV-     980,498.9   (mgal)                       NAVD 88
 RU0469
 RU0469  VERT ORDER  -  FIRST     CLASS II
 RU0469
 RU0469.The horizontal coordinates were scaled from a topographic map and have
 RU0469.an estimated accuracy of +/- 6 seconds.
 RU0469
 RU0469.The orthometric height was determined by differential leveling
 RU0469.and adjusted by the National Geodetic Survey in June 1991..
 RU0469
 RU0469.The geoid height was determined by GEOID03.
 RU0469
 RU0469.The dynamic height is computed by dividing the NAVD 88
 RU0469.geopotential number by the normal gravity value computed on the
 RU0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0469.degrees latitude (g = 980.6199 gals.).
 RU0469
 RU0469.The modeled gravity was interpolated from observed gravity values.
 RU0469
 RU0469;                    North         East    Units  Estimated Accuracy
 RU0469;SPC MT       -   229,130.      844,650.      MT  (+/- 180 meters Scaled)
 RU0469
 RU0469                          SUPERSEDED SURVEY CONTROL
 RU0469
 RU0469.No superseded survey control is available for this station.
 RU0469
 RU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM979245(NAD 83)
 RU0469_MARKER: DB = BENCH MARK DISK
 RU0469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RU0469_SP_SET: BRIDGE PIER
 RU0469_STAMPING: G 556 1981
 RU0469_MARK LOGO: NGS   
 RU0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0469
 RU0469  HISTORY     - Date     Condition        Report By
 RU0469  HISTORY     - 1981     MONUMENTED       NGS
 RU0469
 RU0469                          STATION DESCRIPTION
 RU0469
 RU0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0469'10.4 KM (6.5 MI) EAST FROM ROSEBUD.
 RU0469'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0469'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 2.1
 RU0469'KM (1.3 MI) SOUTHEAST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0469'ROAD), THENCE 7.7 KM (4.8 MI) EASTERLY ALONG U.S. HIGHWAYS 10 AND 12
 RU0469'(FRONTAGE ROAD), THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELEDED ROAD,
 RU0469'SET VERTICALLY IN THE CENTER 1 OF 3 PIERS OF THE EAST BOUND INTERSTATE
 RU0469'HIGHWAY 94 BRIDGE OVER SWEENEY CREEK, AND 8.2 METERS (27.0 FT) WEST OF
 RU0469'THE CENTER OF THE GRAVELEDED ROAD.
 RU0469'THE MARK IS 1.2 M ABOVE THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0404 ***********************************************************************
 RT0404  DESIGNATION -  G 557
 RT0404  PID         -  RT0404
 RT0404  STATE/COUNTY-  MT/CUSTER
 RT0404  USGS QUAD   -  MILES CITY (1980)
 RT0404
 RT0404                         *CURRENT SURVEY CONTROL
 RT0404  ___________________________________________________________________
 RT0404* NAD 83(1986)-  46 25 19.     (N)    105 51 41.     (W)     SCALED    
 RT0404* NAVD 88     -       730.748  (meters)    2397.46   (feet)  ADJUSTED  
 RT0404  ___________________________________________________________________
 RT0404  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RT0404  DYNAMIC HT  -         730.696 (meters)    2397.29  (feet)  COMP
 RT0404  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 RT0404
 RT0404  VERT ORDER  -  FIRST     CLASS II
 RT0404
 RT0404.The horizontal coordinates were scaled from a topographic map and have
 RT0404.an estimated accuracy of +/- 6 seconds.
 RT0404
 RT0404.The orthometric height was determined by differential leveling
 RT0404.and adjusted by the National Geodetic Survey in June 1991..
 RT0404
 RT0404.The geoid height was determined by GEOID03.
 RT0404
 RT0404.The dynamic height is computed by dividing the NAVD 88
 RT0404.geopotential number by the normal gravity value computed on the
 RT0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0404.degrees latitude (g = 980.6199 gals.).
 RT0404
 RT0404.The modeled gravity was interpolated from observed gravity values.
 RT0404
 RT0404;                    North         East    Units  Estimated Accuracy
 RT0404;SPC MT       -   247,850.      879,450.      MT  (+/- 180 meters Scaled)
 RT0404
 RT0404                          SUPERSEDED SURVEY CONTROL
 RT0404
 RT0404.No superseded survey control is available for this station.
 RT0404
 RT0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM338412(NAD 83)
 RT0404_MARKER: DB = BENCH MARK DISK
 RT0404_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RT0404_SP_SET: ABUTMENT
 RT0404_STAMPING: G 557 1981
 RT0404_MARK LOGO: NGS   
 RT0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0404
 RT0404  HISTORY     - Date     Condition        Report By
 RT0404  HISTORY     - 1981     MONUMENTED       NGS
 RT0404
 RT0404                          STATION DESCRIPTION
 RT0404
 RT0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0404'IN MILES CITY.
 RT0404'IN MILES CITY, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 RT0404'OF THE 7TH STREET BRIDGE OVER THE YELLOWSTONE RIVER, AND 4.6 METERS
 RT0404'(15.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 RT0404'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0489 ***********************************************************************
 QX0489  DESIGNATION -  G 558
 QX0489  PID         -  QX0489
 QX0489  STATE/COUNTY-  MT/JEFFERSON
 QX0489  USGS QUAD   -  MILLIGAN CANYON (1987)
 QX0489
 QX0489                         *CURRENT SURVEY CONTROL
 QX0489  ___________________________________________________________________
 QX0489* NAD 83(1986)-  45 54 54.     (N)    111 44 34.     (W)     SCALED    
 QX0489* NAVD 88     -      1397.829  (meters)    4586.04   (feet)  ADJUSTED  
 QX0489  ___________________________________________________________________
 QX0489  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 QX0489  DYNAMIC HT  -        1397.409 (meters)    4584.67  (feet)  COMP
 QX0489  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 QX0489  OBS GRAVITY -     980,264.7   (mgal)                       GRAV_OBS
 QX0489
 QX0489  VERT ORDER  -  FIRST     CLASS II
 QX0489
 QX0489.The horizontal coordinates were scaled from a topographic map and have
 QX0489.an estimated accuracy of +/- 6 seconds.
 QX0489
 QX0489.The orthometric height was determined by differential leveling
 QX0489.and adjusted by the National Geodetic Survey in June 1991..
 QX0489
 QX0489.The geoid height was determined by GEOID03.
 QX0489
 QX0489.The dynamic height is computed by dividing the NAVD 88
 QX0489.geopotential number by the normal gravity value computed on the
 QX0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0489.degrees latitude (g = 980.6199 gals.).
 QX0489
 QX0489.The modeled gravity was interpolated from observed gravity values.
 QX0489.The observed gravity was obtained from relative gravimeter ties
 QX0489.to the IGSN71 gravity network.
 QX0489
 QX0489;                    North         East    Units  Estimated Accuracy
 QX0489;SPC MT       -   187,520.      426,100.      MT  (+/- 180 meters Scaled)
 QX0489
 QX0489                          SUPERSEDED SURVEY CONTROL
 QX0489
 QX0489.No superseded survey control is available for this station.
 QX0489
 QX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR423848(NAD 83)
 QX0489_MARKER: DB = BENCH MARK DISK
 QX0489_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0489_SP_SET: PIER
 QX0489_STAMPING: G 558 1982
 QX0489_MARK LOGO: NGS   
 QX0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0489+STABILITY: POSITION/ELEVATION WELL
 QX0489
 QX0489  HISTORY     - Date     Condition        Report By
 QX0489  HISTORY     - 1982     MONUMENTED       NGS
 QX0489
 QX0489                          STATION DESCRIPTION
 QX0489
 QX0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0489'17.8 KM (11.05 MI) WEST FROM THREE FORKS.
 QX0489'17.8 KM (11.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0489'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0489'OF THREE FORKS, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1
 QX0489'OF 2 PIERS OF THE MILLIGAN CANYON ROAD (EXIT 267) OVERPASS AND 15.5
 QX0489'METERS (50.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 QX0489'THE HIGHWAY.
 QX0489'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0512 ***********************************************************************
 QX0512  DESIGNATION -  G 559
 QX0512  PID         -  QX0512
 QX0512  STATE/COUNTY-  MT/SWEET GRASS
 QX0512  USGS QUAD   -  KELLY HILLS (1951)
 QX0512
 QX0512                         *CURRENT SURVEY CONTROL
 QX0512  ___________________________________________________________________
 QX0512* NAD 83(1986)-  45 45 26.     (N)    110 08 04.     (W)     SCALED    
 QX0512* NAVD 88     -      1280.851  (meters)    4202.26   (feet)  ADJUSTED  
 QX0512  ___________________________________________________________________
 QX0512  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 QX0512  DYNAMIC HT  -        1280.456 (meters)    4200.96  (feet)  COMP
 QX0512  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 QX0512
 QX0512  VERT ORDER  -  FIRST     CLASS II
 QX0512
 QX0512.The horizontal coordinates were scaled from a topographic map and have
 QX0512.an estimated accuracy of +/- 6 seconds.
 QX0512
 QX0512.The orthometric height was determined by differential leveling
 QX0512.and adjusted by the National Geodetic Survey in June 1991..
 QX0512
 QX0512.The geoid height was determined by GEOID03.
 QX0512
 QX0512.The dynamic height is computed by dividing the NAVD 88
 QX0512.geopotential number by the normal gravity value computed on the
 QX0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0512.degrees latitude (g = 980.6199 gals.).
 QX0512
 QX0512.The modeled gravity was interpolated from observed gravity values.
 QX0512
 QX0512;                    North         East    Units  Estimated Accuracy
 QX0512;SPC MT       -   167,710.      550,660.      MT  (+/- 180 meters Scaled)
 QX0512
 QX0512                          SUPERSEDED SURVEY CONTROL
 QX0512
 QX0512.No superseded survey control is available for this station.
 QX0512
 QX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR673674(NAD 83)
 QX0512_MARKER: I = METAL ROD
 QX0512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0512_SP_SET: STAINLESS STEEL ROD
 QX0512_STAMPING: G 559 1982
 QX0512_MARK LOGO: NGS   
 QX0512_PROJECTION: FLUSH
 QX0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0512_ROD/PIPE-DEPTH: 11.0 meters
 QX0512
 QX0512  HISTORY     - Date     Condition        Report By
 QX0512  HISTORY     - 1982     MONUMENTED       NGS
 QX0512
 QX0512                          STATION DESCRIPTION
 QX0512
 QX0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0512'16.4 KM (10.2 MI) SW FROM BIG TIMBER.
 QX0512'5.0 KM (3.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0512'FROM THE RAILROAD STATION IN BIG TIMBER, THENCE 11.4 KM (7.1 MI)
 QX0512'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 90, 0.5 KM (0.3 MI) NORTHEAST
 QX0512'OF MILEPOST 358, 29.3 METERS (96.1 FT) NORTHEAST OF A T-FENCE CORNER
 QX0512'AND 23.8 METERS (78.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QX0512'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0512'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 QX0512'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0088 ***********************************************************************
 SU0088  DESIGNATION -  G 56
 SU0088  PID         -  SU0088
 SU0088  STATE/COUNTY-  MT/LAKE
 SU0088  USGS QUAD   -  ARLEE (1984)
 SU0088
 SU0088                         *CURRENT SURVEY CONTROL
 SU0088  ___________________________________________________________________
 SU0088* NAD 83(1986)-  47 12 28.     (N)    114 07 11.     (W)     SCALED    
 SU0088* NAVD 88     -       884.430  (meters)    2901.67   (feet)  ADJUSTED  
 SU0088  ___________________________________________________________________
 SU0088  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 SU0088  DYNAMIC HT  -         884.346 (meters)    2901.39  (feet)  COMP
 SU0088  MODELED GRAV-     980,490.2   (mgal)                       NAVD 88
 SU0088
 SU0088  VERT ORDER  -  FIRST     CLASS II
 SU0088
 SU0088.The horizontal coordinates were scaled from a topographic map and have
 SU0088.an estimated accuracy of +/- 6 seconds.
 SU0088
 SU0088.The orthometric height was determined by differential leveling
 SU0088.and adjusted by the National Geodetic Survey in June 1991..
 SU0088
 SU0088.The geoid height was determined by GEOID03.
 SU0088
 SU0088.The dynamic height is computed by dividing the NAVD 88
 SU0088.geopotential number by the normal gravity value computed on the
 SU0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0088.degrees latitude (g = 980.6199 gals.).
 SU0088
 SU0088.The modeled gravity was interpolated from observed gravity values.
 SU0088
 SU0088;                    North         East    Units  Estimated Accuracy
 SU0088;SPC MT       -   338,980.      250,420.      MT  (+/- 180 meters Scaled)
 SU0088
 SU0088                          SUPERSEDED SURVEY CONTROL
 SU0088
 SU0088  NGVD 29 (??/??/92)  883.364  (m)         2898.17   (f) ADJ UNCH    1 2
 SU0088
 SU0088.Superseded values are not recommended for survey control.
 SU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0088.See file dsdata.txt to determine how the superseded data were derived.
 SU0088
 SU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN181322(NAD 83)
 SU0088_MARKER: DB = BENCH MARK DISK
 SU0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0088_STAMPING: G 56 1933
 SU0088_PROJECTION: FLUSH
 SU0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0088+STABILITY: SURFACE MOTION
 SU0088
 SU0088  HISTORY     - Date     Condition        Report By
 SU0088  HISTORY     - 1933     MONUMENTED       CGS
 SU0088  HISTORY     - 1979     SEE DESCRIPTION  NGS
 SU0088
 SU0088                          STATION DESCRIPTION
 SU0088
 SU0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0088'6.0 MI SE FROM RAVALLI.
 SU0088'6.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0088'STATION AT RAVALLI, LAKE COUNTY, 1.5 MILES SOUTHEAST OF THE STATION
 SU0088'SIGN AT FLATHEAD, 27 RAILS SOUTHEAST OF MILEPOST 25, 13 RAILS
 SU0088'NORTHWEST OF A ROAD CROSSING, 58 FEET NORTHEAST OF THE TRACK, AND 41
 SU0088'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G
 SU0088'56 1933 AND SET IN THE TOP OF A CONCRETE POST.
 SU0088
 SU0088                          STATION RECOVERY (1979)
 SU0088
 SU0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0088'3.75 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0088'ARLEE, SET IN THE CENTER OF A FIELD BETWEEN THE HIGHWAY AND
 SU0088'RAILROAD TRACKS, 0.1 MILE WEST OF AND ACROSS THE HIGHWAY FROM SCOTT
 SU0088'LANE DRIVE, 22 RAILS NORTHWEST OF A ROAD CROSSING AND 27 RAILS
 SU0088'SOUTHEAST OF MILE POST 25, 123 FEET NORTHWEST OF THE FIRST POWER POLE
 SU0088'NORTHWEST OF THE ROAD CROSSING, 79 FEET SOUTHWEST OF THE CENTERLINE
 SU0088'OF THE HIGHWAY AND 59 FEET NORTHEAST OF THE NORTHEAST RAIL.  THE MARK
 SU0088'HAS BEEN HIT BY FARM MACHINERY AND THE POST IS CHIPPED BUT IT IS
 SU0088'SOLID IN THE GROUND.
 SU0088'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 SU0088'THE MARK IS 2 FT BELOW HIGHWAY AND TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0417 ***********************************************************************
 QW0417  DESIGNATION -  G 560
 QW0417  PID         -  QW0417
 QW0417  STATE/COUNTY-  MT/STILLWATER
 QW0417  USGS QUAD   -  MONTAQUA (1956)
 QW0417
 QW0417                         *CURRENT SURVEY CONTROL
 QW0417  ___________________________________________________________________
 QW0417* NAD 83(1986)-  45 37 19.     (N)    108 57 58.     (W)     SCALED    
 QW0417* NAVD 88     -      1040.588  (meters)    3414.00   (feet)  ADJUSTED  
 QW0417  ___________________________________________________________________
 QW0417  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 QW0417  DYNAMIC HT  -        1040.339 (meters)    3413.18  (feet)  COMP
 QW0417  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 QW0417
 QW0417  VERT ORDER  -  FIRST     CLASS II
 QW0417
 QW0417.The horizontal coordinates were scaled from a topographic map and have
 QW0417.an estimated accuracy of +/- 6 seconds.
 QW0417
 QW0417.The orthometric height was determined by differential leveling
 QW0417.and adjusted by the National Geodetic Survey in June 1991..
 QW0417
 QW0417.The geoid height was determined by GEOID03.
 QW0417
 QW0417.The dynamic height is computed by dividing the NAVD 88
 QW0417.geopotential number by the normal gravity value computed on the
 QW0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0417.degrees latitude (g = 980.6199 gals.).
 QW0417
 QW0417.The modeled gravity was interpolated from observed gravity values.
 QW0417
 QW0417;                    North         East    Units  Estimated Accuracy
 QW0417;SPC MT       -   152,620.      641,620.      MT  (+/- 180 meters Scaled)
 QW0417
 QW0417                          SUPERSEDED SURVEY CONTROL
 QW0417
 QW0417.No superseded survey control is available for this station.
 QW0417
 QW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR585540(NAD 83)
 QW0417_MARKER: I = METAL ROD
 QW0417_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0417+WITH SETTING: INFORMATION.
 QW0417_SP_SET: SHALLOW SET METAL ROD
 QW0417_STAMPING: G 560 1982
 QW0417_MARK LOGO: NGS   
 QW0417_PROJECTION: FLUSH
 QW0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0417_ROD/PIPE-DEPTH: 2.1  meters
 QW0417
 QW0417  HISTORY     - Date     Condition        Report By
 QW0417  HISTORY     - 1982     MONUMENTED       NGS
 QW0417
 QW0417                          STATION DESCRIPTION
 QW0417
 QW0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0417'17.4 KM (10.8 MI) SW FROM LAUREL.
 QW0417'17.4 KM (10.8 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0417'FROM THE RAILROAD STATION IN LAUREL, 32.0 METERS (105.0 FT) SOUTH OF
 QW0417'THE CENTERLINE OF U. S. HIGHWAY 10, 18.8 METERS (61.7 FT) NORTHWEST OF
 QW0417'THE NEAR RAIL AND 1.5 METERS (4.9 FT) EAST OF A UTILITY POLE.
 QW0417'NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS
 QW0417'THROUGH A 5-INCH LOGO CAP.
 QW0417'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QW0417'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0434 ***********************************************************************
 QY0434  DESIGNATION -  G 561
 QY0434  PID         -  QY0434
 QY0434  STATE/COUNTY-  MT/SILVER BOW
 QY0434  USGS QUAD   -  HOMESTAKE (1996)
 QY0434
 QY0434                         *CURRENT SURVEY CONTROL
 QY0434  ___________________________________________________________________
 QY0434* NAD 83(1986)-  45 55 16.     (N)    112 26 09.     (W)     SCALED    
 QY0434* NAVD 88     -      1861.771  (meters)    6108.16   (feet)  ADJUSTED  
 QY0434  ___________________________________________________________________
 QY0434  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 QY0434  DYNAMIC HT  -        1861.007 (meters)    6105.65  (feet)  COMP
 QY0434  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 QY0434
 QY0434  VERT ORDER  -  FIRST     CLASS II
 QY0434
 QY0434.The horizontal coordinates were scaled from a topographic map and have
 QY0434.an estimated accuracy of +/- 6 seconds.
 QY0434
 QY0434.The orthometric height was determined by differential leveling
 QY0434.and adjusted by the National Geodetic Survey in June 1991..
 QY0434
 QY0434.The geoid height was determined by GEOID03.
 QY0434
 QY0434.The dynamic height is computed by dividing the NAVD 88
 QY0434.geopotential number by the normal gravity value computed on the
 QY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0434.degrees latitude (g = 980.6199 gals.).
 QY0434
 QY0434.The modeled gravity was interpolated from observed gravity values.
 QY0434
 QY0434;                    North         East    Units  Estimated Accuracy
 QY0434;SPC MT       -   189,980.      372,410.      MT  (+/- 180 meters Scaled)
 QY0434
 QY0434                          SUPERSEDED SURVEY CONTROL
 QY0434
 QY0434.No superseded survey control is available for this station.
 QY0434
 QY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR886862(NAD 83)
 QY0434_MARKER: DB = BENCH MARK DISK
 QY0434_SETTING: 66 = SET IN ROCK OUTCROP
 QY0434_SP_SET: ROCK OUTCROP
 QY0434_STAMPING: G 561 1982
 QY0434_MARK LOGO: NGS   
 QY0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0434+STABILITY: POSITION/ELEVATION WELL
 QY0434
 QY0434  HISTORY     - Date     Condition        Report By
 QY0434  HISTORY     - 1982     MONUMENTED       NGS
 QY0434
 QY0434                          STATION DESCRIPTION
 QY0434
 QY0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0434'12.6 KM (7.85 MI) SE FROM BUTTE.
 QY0434'12.6 KM (7.85 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0434'JUNCTION WITH MONTANA STREET IN BUTTE, 0.1 KM (0.05 MI) NORTHWEST OF
 QY0434'MILEPOST 232, IN THE CENTER OF A 4 BY 5 FT EXPOSED AREA OF BEDROCK IN
 QY0434'A HIGHWAY CUT, 30.0 METERS (98.4 FT) NORTHWEST OF THE SOUTHEAST END OF
 QY0434'THE CUT AND 13.6 METERS (44.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 QY0434'WEST BOUND LANES OF THE HIGHWAY.
 QY0434'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 QY0434'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0408 ***********************************************************************
 QY0408  DESIGNATION -  G 562
 QY0408  PID         -  QY0408
 QY0408  STATE/COUNTY-  MT/JEFFERSON
 QY0408  USGS QUAD   -  WHITEHALL (1996)
 QY0408
 QY0408                         *CURRENT SURVEY CONTROL
 QY0408  ___________________________________________________________________
 QY0408* NAD 83(1986)-  45 52 18.     (N)    112 02 15.     (W)     SCALED    
 QY0408* NAVD 88     -      1318.554  (meters)    4325.96   (feet)  ADJUSTED  
 QY0408  ___________________________________________________________________
 QY0408  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 QY0408  DYNAMIC HT  -        1318.166 (meters)    4324.68  (feet)  COMP
 QY0408  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 QY0408  OBS GRAVITY -     980,275.5   (mgal)                       GRAV_OBS
 QY0408
 QY0408  VERT ORDER  -  FIRST     CLASS II
 QY0408
 QY0408.The horizontal coordinates were scaled from a topographic map and have
 QY0408.an estimated accuracy of +/- 6 seconds.
 QY0408
 QY0408.The orthometric height was determined by differential leveling
 QY0408.and adjusted by the National Geodetic Survey in June 1991..
 QY0408
 QY0408.The geoid height was determined by GEOID03.
 QY0408
 QY0408.The dynamic height is computed by dividing the NAVD 88
 QY0408.geopotential number by the normal gravity value computed on the
 QY0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0408.degrees latitude (g = 980.6199 gals.).
 QY0408
 QY0408.The modeled gravity was interpolated from observed gravity values.
 QY0408.The observed gravity was obtained from relative gravimeter ties
 QY0408.to the IGSN71 gravity network.
 QY0408
 QY0408;                    North         East    Units  Estimated Accuracy
 QY0408;SPC MT       -   183,410.      403,100.      MT  (+/- 180 meters Scaled)
 QY0408
 QY0408                          SUPERSEDED SURVEY CONTROL
 QY0408
 QY0408.No superseded survey control is available for this station.
 QY0408
 QY0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR194803(NAD 83)
 QY0408_MARKER: I = METAL ROD
 QY0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QY0408_SP_SET: STAINLESS STEEL ROD
 QY0408_STAMPING: G 562 1982
 QY0408_MARK LOGO: NGS   
 QY0408_PROJECTION: FLUSH
 QY0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0408_ROD/PIPE-DEPTH: 9.8  meters
 QY0408
 QY0408  HISTORY     - Date     Condition        Report By
 QY0408  HISTORY     - 1982     MONUMENTED       NGS
 QY0408
 QY0408                          STATION DESCRIPTION
 QY0408
 QY0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0408'42.5 KM (26.4 MI) WEST FROM THREE FORKS.
 QY0408'42.5 KM (26.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0408'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QY0408'OF THREE FORKS, OR 44.8 KM (27.8 MI) SOUTHEASTERLY ALONG INTERSTATE
 QY0408'HIGHWAY 90 FROM ITS JUNCTION WITH MONTANA STREET IN BUTTE, 0.2 KM (0.1
 QY0408'MI) EAST OF MILEPOST 252, 17.1 METERS (56.1 FT) SOUTH OF THE
 QY0408'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 12.5 METERS (41.0
 QY0408'FT) NORTH OF THE CENTERLINE OF U. S. HIGHWAY 10 AND 0.3 METER (1.0 FT)
 QY0408'NORTH OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 QY0408'LOGO CAP.
 QY0408'THE MARK IS 0.1 METERS  N FROM A WITNESS POST.
 QY0408'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0504 ***********************************************************************
 QX0504  DESIGNATION -  G 563
 QX0504  PID         -  QX0504
 QX0504  STATE/COUNTY-  MT/JEFFERSON
 QX0504  USGS QUAD   -  JEFFERSON ISLAND (1987)
 QX0504
 QX0504                         *CURRENT SURVEY CONTROL
 QX0504  ___________________________________________________________________
 QX0504* NAD 83(1986)-  45 52 13.     (N)    111 56 35.     (W)     SCALED    
 QX0504* NAVD 88     -      1306.984  (meters)    4288.00   (feet)  ADJUSTED  
 QX0504  ___________________________________________________________________
 QX0504  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 QX0504  DYNAMIC HT  -        1306.609 (meters)    4286.77  (feet)  COMP
 QX0504  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 QX0504  OBS GRAVITY -     980,283.1   (mgal)                       GRAV_OBS
 QX0504
 QX0504  VERT ORDER  -  FIRST     CLASS II
 QX0504
 QX0504.The horizontal coordinates were scaled from a topographic map and have
 QX0504.an estimated accuracy of +/- 6 seconds.
 QX0504
 QX0504.The orthometric height was determined by differential leveling
 QX0504.and adjusted by the National Geodetic Survey in June 1991..
 QX0504
 QX0504.The geoid height was determined by GEOID03.
 QX0504
 QX0504.The dynamic height is computed by dividing the NAVD 88
 QX0504.geopotential number by the normal gravity value computed on the
 QX0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0504.degrees latitude (g = 980.6199 gals.).
 QX0504
 QX0504.The modeled gravity was interpolated from observed gravity values.
 QX0504.The observed gravity was obtained from relative gravimeter ties
 QX0504.to the IGSN71 gravity network.
 QX0504
 QX0504;                    North         East    Units  Estimated Accuracy
 QX0504;SPC MT       -   183,020.      410,420.      MT  (+/- 180 meters Scaled)
 QX0504
 QX0504                          SUPERSEDED SURVEY CONTROL
 QX0504
 QX0504.No superseded survey control is available for this station.
 QX0504
 QX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR268800(NAD 83)
 QX0504_MARKER: DB = BENCH MARK DISK
 QX0504_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0504_SP_SET: ABUTMENT
 QX0504_STAMPING: G 563 1982
 QX0504_MARK LOGO: NGS   
 QX0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0504+STABILITY: POSITION/ELEVATION WELL
 QX0504
 QX0504  HISTORY     - Date     Condition        Report By
 QX0504  HISTORY     - 1982     MONUMENTED       NGS
 QX0504
 QX0504                          STATION DESCRIPTION
 QX0504
 QX0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0504'35.1 KM (21.8 MI) WEST FROM THREE FORKS.
 QX0504'35.1 KM (21.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0504'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0504'OF THREE FORKS, IN TOP OF AND 1.0 METER (3.3 FT) SOUTH OF THE NORTH
 QX0504'END OF THE WEST CONCRETE ABUTMENT OF THE WEST BOUND OVERPASS OF THE
 QX0504'BOULDER RIVER AND 7.8 METERS (25.6 FT) NORTH OF THE CENTERLINE OF THE
 QX0504'HIGHWAY.
 QX0504'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0463 ***********************************************************************
 QW0463  DESIGNATION -  G 564
 QW0463  PID         -  QW0463
 QW0463  STATE/COUNTY-  MT/CARBON
 QW0463  USGS QUAD   -  WADE (1969)
 QW0463
 QW0463                         *CURRENT SURVEY CONTROL
 QW0463  ___________________________________________________________________
 QW0463* NAD 83(1986)-  45 12 38.     (N)    108 52 20.     (W)     SCALED    
 QW0463* NAVD 88     -      1185.438  (meters)    3889.22   (feet)  ADJUSTED  
 QW0463  ___________________________________________________________________
 QW0463  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 QW0463  DYNAMIC HT  -        1185.076 (meters)    3888.04  (feet)  COMP
 QW0463  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 QW0463  OBS GRAVITY -     980,271.1   (mgal)                       GRAV_OBS
 QW0463
 QW0463  VERT ORDER  -  FIRST     CLASS II
 QW0463
 QW0463.The horizontal coordinates were scaled from a topographic map and have
 QW0463.an estimated accuracy of +/- 6 seconds.
 QW0463
 QW0463.The orthometric height was determined by differential leveling
 QW0463.and adjusted by the National Geodetic Survey in June 1991..
 QW0463
 QW0463.The geoid height was determined by GEOID03.
 QW0463
 QW0463.The dynamic height is computed by dividing the NAVD 88
 QW0463.geopotential number by the normal gravity value computed on the
 QW0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0463.degrees latitude (g = 980.6199 gals.).
 QW0463
 QW0463.The modeled gravity was interpolated from observed gravity values.
 QW0463.The observed gravity was obtained from relative gravimeter ties
 QW0463.to the IGSN71 gravity network.
 QW0463
 QW0463;                    North         East    Units  Estimated Accuracy
 QW0463;SPC MT       -   106,960.      649,310.      MT  (+/- 180 meters Scaled)
 QW0463
 QW0463                          SUPERSEDED SURVEY CONTROL
 QW0463
 QW0463  NGVD 29 (06/08/92) 1184.612  (m)         3886.51   (f) ADJUSTED    1 2
 QW0463
 QW0463.Superseded values are not recommended for survey control.
 QW0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0463.See file dsdata.txt to determine how the superseded data were derived.
 QW0463
 QW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR670085(NAD 83)
 QW0463_MARKER: DB = BENCH MARK DISK
 QW0463_SETTING: 66 = SET IN ROCK OUTCROP
 QW0463_SP_SET: ROCK OUTCROP
 QW0463_STAMPING: G 564 1982
 QW0463_MARK LOGO: NGS   
 QW0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0463+STABILITY: POSITION/ELEVATION WELL
 QW0463
 QW0463  HISTORY     - Date     Condition        Report By
 QW0463  HISTORY     - 1982     MONUMENTED       NGS
 QW0463
 QW0463                          STATION DESCRIPTION
 QW0463
 QW0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0463'55.5 KM (34.5 MI) SOUTH FROM LAUREL.
 QW0463'55.5 KM (34.5 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0463'WITH INTERSTATE HIGHWAY 90 IN LAUREL, 0.6 KM (0.35 MI) SOUTHEAST OF
 QW0463'MILEPOST 20, IN THE CENTER OF THE NORTHWESTERN 1/4 OF AN EXPOSED AREA
 QW0463'OF BEDROCK IN A HIGHWAY CUT, 61.6 METERS (202.1 FT) SOUTHEAST OF THE
 QW0463'CENTER OF A PAVED ROAD FIELD ENTRANCE, 52.7 METERS (172.9 FT)
 QW0463'SOUTHEAST OF THE NORTHWEST END OF THE CUT AND 16.5 METERS (54.1 FT)
 QW0463'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QW0463'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 QW0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0581 ***********************************************************************
 QX0581  DESIGNATION -  G 565
 QX0581  PID         -  QX0581
 QX0581  STATE/COUNTY-  MT/PARK
 QX0581  USGS QUAD   -  GARDINER (1986)
 QX0581
 QX0581                         *CURRENT SURVEY CONTROL
 QX0581  ___________________________________________________________________
 QX0581* NAD 83(1986)-  45 02 41.     (N)    110 43 47.     (W)     SCALED    
 QX0581* NAVD 88     -      1622.198  (meters)    5322.16   (feet)  ADJUSTED  
 QX0581  ___________________________________________________________________
 QX0581  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 QX0581  DYNAMIC HT  -        1621.410 (meters)    5319.58  (feet)  COMP
 QX0581  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 QX0581
 QX0581  VERT ORDER  -  FIRST     CLASS II
 QX0581
 QX0581.The horizontal coordinates were scaled from a topographic map and have
 QX0581.an estimated accuracy of +/- 6 seconds.
 QX0581
 QX0581.The orthometric height was determined by differential leveling
 QX0581.and adjusted by the National Geodetic Survey in June 1991..
 QX0581
 QX0581.The geoid height was determined by GEOID03.
 QX0581
 QX0581.The dynamic height is computed by dividing the NAVD 88
 QX0581.geopotential number by the normal gravity value computed on the
 QX0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0581.degrees latitude (g = 980.6199 gals.).
 QX0581
 QX0581.The modeled gravity was interpolated from observed gravity values.
 QX0581
 QX0581;                    North         East    Units  Estimated Accuracy
 QX0581;SPC MT       -    89,100.      503,120.      MT  (+/- 180 meters Scaled)
 QX0581
 QX0581                          SUPERSEDED SURVEY CONTROL
 QX0581
 QX0581  NGVD 29 (08/20/92) 1620.997  (m)         5318.22   (f) ADJUSTED    1 2
 QX0581
 QX0581.Superseded values are not recommended for survey control.
 QX0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0581.See file dsdata.txt to determine how the superseded data were derived.
 QX0581
 QX0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ212879(NAD 83)
 QX0581_MARKER: I = METAL ROD
 QX0581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0581_SP_SET: STAINLESS STEEL ROD
 QX0581_STAMPING: G 565 1983
 QX0581_MARK LOGO: NGS   
 QX0581_PROJECTION: FLUSH
 QX0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0581_ROD/PIPE-DEPTH: 5.2  meters
 QX0581
 QX0581  HISTORY     - Date     Condition        Report By
 QX0581  HISTORY     - 1983     MONUMENTED       NGS
 QX0581
 QX0581                          STATION DESCRIPTION
 QX0581
 QX0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0581'2.7 KM (1.7 MI) NORTH FROM GARDINER.
 QX0581'2.7 KM (1.7 MI) NORTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH
 QX0581'MAIN STREET IN GARDINER, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 2,
 QX0581'30.0 METERS (98.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.1
 QX0581'METERS (39.7 FT) NORTHEAST OF THE CENTER OF A FRONTAGE ROAD, AND 0.5
 QX0581'METER (1.6 FT) NORTHWEST OF A FENCE CORNER.  ACCESS TO THE DATUM POINT
 QX0581'IS THROUGH A 5-INCH LOGO CAP.
 QX0581'THE MARK IS 0.4 METERS  SW FROM  A FENCE AND WITNESS POST
 QX0581'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0561 ***********************************************************************
 QX0561  DESIGNATION -  G 566
 QX0561  PID         -  QX0561
 QX0561  STATE/COUNTY-  MT/PARK
 QX0561  USGS QUAD   -  DAILEY LAKE (1988)
 QX0561
 QX0561                         *CURRENT SURVEY CONTROL
 QX0561  ___________________________________________________________________
 QX0561* NAD 83(1986)-  45 15 13.     (N)    110 52 19.     (W)     SCALED    
 QX0561* NAVD 88     -      1512.002  (meters)    4960.63   (feet)  ADJUSTED  
 QX0561  ___________________________________________________________________
 QX0561  GEOID HEIGHT-          -9.22  (meters)                     GEOID03
 QX0561  DYNAMIC HT  -        1511.349 (meters)    4958.48  (feet)  COMP
 QX0561  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 QX0561
 QX0561  VERT ORDER  -  FIRST     CLASS II
 QX0561
 QX0561.The horizontal coordinates were scaled from a topographic map and have
 QX0561.an estimated accuracy of +/- 6 seconds.
 QX0561
 QX0561.The orthometric height was determined by differential leveling
 QX0561.and adjusted by the National Geodetic Survey in June 1991..
 QX0561
 QX0561.The geoid height was determined by GEOID03.
 QX0561
 QX0561.The dynamic height is computed by dividing the NAVD 88
 QX0561.geopotential number by the normal gravity value computed on the
 QX0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0561.degrees latitude (g = 980.6199 gals.).
 QX0561
 QX0561.The modeled gravity was interpolated from observed gravity values.
 QX0561
 QX0561;                    North         East    Units  Estimated Accuracy
 QX0561;SPC MT       -   112,490.      492,330.      MT  (+/- 180 meters Scaled)
 QX0561
 QX0561                          SUPERSEDED SURVEY CONTROL
 QX0561
 QX0561  NGVD 29 (08/20/92) 1510.817  (m)         4956.74   (f) ADJUSTED    1 2
 QX0561
 QX0561.Superseded values are not recommended for survey control.
 QX0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0561.See file dsdata.txt to determine how the superseded data were derived.
 QX0561
 QX0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR100111(NAD 83)
 QX0561_MARKER: DB = BENCH MARK DISK
 QX0561_SETTING: 66 = SET IN ROCK OUTCROP
 QX0561_SP_SET: ROCK OUTCROP
 QX0561_STAMPING: G 566 1983
 QX0561_MARK LOGO: NGS   
 QX0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0561+STABILITY: POSITION/ELEVATION WELL
 QX0561
 QX0561  HISTORY     - Date     Condition        Report By
 QX0561  HISTORY     - 1983     MONUMENTED       NGS
 QX0561
 QX0561                          STATION DESCRIPTION
 QX0561
 QX0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0561'33.5 KM (20.8 MI) NORTH FROM GARDINER.
 QX0561'33.0 KM (20.5 MI) NORTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION
 QX0561'WITH MAIN STREET IN GARDINER, THENCE 0.5 KM (0.3 MI) SOUTHERLY ALONG A
 QX0561'GRAVELED ROAD (OLD RAILROAD BED), NEAR THE SOUTH END OF A ROCK CUT,
 QX0561'22.8 METERS (74.8 FT) NORTH OF BENCH MARK Q 32, 8.0 METERS (26.2 FT)
 QX0561'NORTH OF THE SOUTH END OF THE CUT, AND 2.6 METERS (8.5 FT) WEST OF THE
 QX0561'CENTER OF THE ROAD.
 QX0561'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 QX0561'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0252 ***********************************************************************
 QU0252  DESIGNATION -  G 568
 QU0252  PID         -  QU0252
 QU0252  STATE/COUNTY-  MT/POWDER RIVER
 QU0252  USGS QUAD   -  OLIVE (1973)
 QU0252
 QU0252                         *CURRENT SURVEY CONTROL
 QU0252  ___________________________________________________________________
 QU0252* NAD 83(1986)-  45 33 50.     (N)    105 31 35.     (W)     SCALED    
 QU0252* NAVD 88     -      1010.142  (meters)    3314.11   (feet)  ADJUSTED  
 QU0252  ___________________________________________________________________
 QU0252  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 QU0252  DYNAMIC HT  -        1009.928 (meters)    3313.41  (feet)  COMP
 QU0252  MODELED GRAV-     980,368.5   (mgal)                       NAVD 88
 QU0252
 QU0252  VERT ORDER  -  FIRST     CLASS II
 QU0252
 QU0252.The horizontal coordinates were scaled from a topographic map and have
 QU0252.an estimated accuracy of +/- 6 seconds.
 QU0252
 QU0252.The orthometric height was determined by differential leveling
 QU0252.and adjusted by the National Geodetic Survey in June 1991..
 QU0252
 QU0252.The geoid height was determined by GEOID03.
 QU0252
 QU0252.The dynamic height is computed by dividing the NAVD 88
 QU0252.geopotential number by the normal gravity value computed on the
 QU0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0252.degrees latitude (g = 980.6199 gals.).
 QU0252
 QU0252.The modeled gravity was interpolated from observed gravity values.
 QU0252
 QU0252;                    North         East    Units  Estimated Accuracy
 QU0252;SPC MT       -   153,890.      910,000.      MT  (+/- 180 meters Scaled)
 QU0252
 QU0252                          SUPERSEDED SURVEY CONTROL
 QU0252
 QU0252.No superseded survey control is available for this station.
 QU0252
 QU0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL589457(NAD 83)
 QU0252_MARKER: I = METAL ROD
 QU0252_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QU0252+WITH SETTING: INFORMATION.
 QU0252_SP_SET: SHALLOW-SET METAL ROD
 QU0252_STAMPING: G 568 1985
 QU0252_MARK LOGO: NGS   
 QU0252_PROJECTION: FLUSH
 QU0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0252_ROD/PIPE-DEPTH: 2.4  meters
 QU0252
 QU0252  HISTORY     - Date     Condition        Report By
 QU0252  HISTORY     - 1985     MONUMENTED       NGS
 QU0252
 QU0252                          STATION DESCRIPTION
 QU0252
 QU0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0252'17.8 KM (11.05 MI) NORTH FROM BROADUS.
 QU0252'17.8 KM (11.05 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0252'COURTHOUSE AT BROADUS, 1.5 KM (0.9 MI) NORTH OF OLIVE, 0.55 KM (0.35
 QU0252'MI) SOUTH OF MILEPOST 68, 17.4 METERS (57.0 FT) EAST OF THE
 QU0252'CENTERLINE OF THE HIGHWAY, 32.3 METERS (106.0 FT) NORTH OF A POWER
 QU0252'POLE ON TOP OF A CUT, 13.1 METERS (43.0 FT) NORTHEAST OF THE NORTH
 QU0252'END OF A HIGHWAY CUT, AND 0.6 METER (2.0 FT) WEST OF A RIGHT-OF-WAY
 QU0252'FENCE.  NOTE--THE ROD WAS DRIVEN TO REFUSAL.  NOTE--ACCESS TO DATUM
 QU0252'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0252'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 QU0252'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0449 ***********************************************************************
 RT0449  DESIGNATION -  G 569
 RT0449  PID         -  RT0449
 RT0449  STATE/COUNTY-  MT/CUSTER
 RT0449  USGS QUAD   -  BEEBE (1969)
 RT0449
 RT0449                         *CURRENT SURVEY CONTROL
 RT0449  ___________________________________________________________________
 RT0449* NAD 83(1986)-  46 07 09.     (N)    105 33 38.     (W)     SCALED    
 RT0449* NAVD 88     -       810.917  (meters)    2660.48   (feet)  ADJUSTED  
 RT0449  ___________________________________________________________________
 RT0449  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RT0449  DYNAMIC HT  -         810.812 (meters)    2660.14  (feet)  COMP
 RT0449  MODELED GRAV-     980,458.5   (mgal)                       NAVD 88
 RT0449
 RT0449  VERT ORDER  -  FIRST     CLASS II
 RT0449
 RT0449.The horizontal coordinates were scaled from a topographic map and have
 RT0449.an estimated accuracy of +/- 6 seconds.
 RT0449
 RT0449.The orthometric height was determined by differential leveling
 RT0449.and adjusted by the National Geodetic Survey in June 1991..
 RT0449
 RT0449.The geoid height was determined by GEOID03.
 RT0449
 RT0449.The dynamic height is computed by dividing the NAVD 88
 RT0449.geopotential number by the normal gravity value computed on the
 RT0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0449.degrees latitude (g = 980.6199 gals.).
 RT0449
 RT0449.The modeled gravity was interpolated from observed gravity values.
 RT0449
 RT0449;                    North         East    Units  Estimated Accuracy
 RT0449;SPC MT       -   215,370.      904,230.      MT  (+/- 180 meters Scaled)
 RT0449
 RT0449                          SUPERSEDED SURVEY CONTROL
 RT0449
 RT0449.No superseded survey control is available for this station.
 RT0449
 RT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM566074(NAD 83)
 RT0449_MARKER: I = METAL ROD
 RT0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0449_SP_SET: STAINLESS STEEL ROD
 RT0449_STAMPING: G 569 1985
 RT0449_MARK LOGO: NGS   
 RT0449_PROJECTION: FLUSH
 RT0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0449_ROD/PIPE-DEPTH: 7.3  meters
 RT0449
 RT0449  HISTORY     - Date     Condition        Report By
 RT0449  HISTORY     - 1985     MONUMENTED       NGS
 RT0449
 RT0449                          STATION DESCRIPTION
 RT0449
 RT0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0449'37.7 KM (23.4 MI) SOUTH FROM MILES CITY.
 RT0449'37.75 KM (23.4 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 RT0449'OF INTERSTATE 94 AT MILES CITY, 66.4 METERS (218.0 FT) SOUTH OF
 RT0449'MILEPOST 26, 23.9 METERS (78.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RT0449'HIGHWAY, 3.2 METERS (10.5 FT) SOUTHEAST OF A RIGHT-OF-WAY CONCRETE
 RT0449'POST, AND 0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 RT0449'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RT0449'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 RT0449'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0095 ***********************************************************************
 RT0095  DESIGNATION -  G 57
 RT0095  PID         -  RT0095
 RT0095  STATE/COUNTY-  MT/FALLON
 RT0095  USGS QUAD   -  WESTMORE (1981)
 RT0095
 RT0095                         *CURRENT SURVEY CONTROL
 RT0095  ___________________________________________________________________
 RT0095* NAD 83(1986)-  46 29 23.     (N)    104 40 59.     (W)     SCALED    
 RT0095* NAVD 88     -       797.284  (meters)    2615.76   (feet)  ADJUSTED  
 RT0095  ___________________________________________________________________
 RT0095  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RT0095  DYNAMIC HT  -         797.219 (meters)    2615.54  (feet)  COMP
 RT0095  MODELED GRAV-     980,506.4   (mgal)                       NAVD 88
 RT0095
 RT0095  VERT ORDER  -  SECOND    CLASS 0
 RT0095
 RT0095.The horizontal coordinates were scaled from a topographic map and have
 RT0095.an estimated accuracy of +/- 6 seconds.
 RT0095
 RT0095.The orthometric height was determined by differential leveling
 RT0095.and adjusted by the National Geodetic Survey in June 1991..
 RT0095
 RT0095.The geoid height was determined by GEOID03.
 RT0095
 RT0095.The dynamic height is computed by dividing the NAVD 88
 RT0095.geopotential number by the normal gravity value computed on the
 RT0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0095.degrees latitude (g = 980.6199 gals.).
 RT0095
 RT0095.The modeled gravity was interpolated from observed gravity values.
 RT0095
 RT0095;                    North         East    Units  Estimated Accuracy
 RT0095;SPC MT       -   260,250.      969,390.      MT  (+/- 180 meters Scaled)
 RT0095
 RT0095                          SUPERSEDED SURVEY CONTROL
 RT0095
 RT0095  NGVD 29 (??/??/92)  796.718  (m)         2613.90   (f) ADJ UNCH    2 0
 RT0095
 RT0095.Superseded values are not recommended for survey control.
 RT0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0095.See file dsdata.txt to determine how the superseded data were derived.
 RT0095
 RT0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM243485(NAD 83)
 RT0095_MARKER: DB = BENCH MARK DISK
 RT0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0095_STAMPING: G 57 1934
 RT0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0095+STABILITY: SURFACE MOTION
 RT0095
 RT0095  HISTORY     - Date     Condition        Report By
 RT0095  HISTORY     - 1934     MONUMENTED       CGS
 RT0095  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0095
 RT0095                          STATION DESCRIPTION
 RT0095
 RT0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0095'2.2 MI NW FROM WESTMORE.
 RT0095'ABOUT 2.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RT0095'PACIFIC RAILROAD FROM WESTMORE, FALLON COUNTY, ABOUT 3 1/2 POLES EAST
 RT0095'OF MILEPOST 1038, 42 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 6
 RT0095'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 57
 RT0095'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RT0095
 RT0095                          STATION RECOVERY (1976)
 RT0095
 RT0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0455 ***********************************************************************
 RT0455  DESIGNATION -  G 570
 RT0455  PID         -  RT0455
 RT0455  STATE/COUNTY-  MT/CUSTER
 RT0455  USGS QUAD   -  BEEBE (1969)
 RT0455
 RT0455                         *CURRENT SURVEY CONTROL
 RT0455  ___________________________________________________________________
 RT0455* NAD 83(1986)-  46 01 17.     (N)    105 35 24.     (W)     SCALED    
 RT0455* NAVD 88     -       838.092  (meters)    2749.64   (feet)  ADJUSTED  
 RT0455  ___________________________________________________________________
 RT0455  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RT0455  DYNAMIC HT  -         837.968 (meters)    2749.23  (feet)  COMP
 RT0455  MODELED GRAV-     980,439.8   (mgal)                       NAVD 88
 RT0455
 RT0455  VERT ORDER  -  FIRST     CLASS II
 RT0455
 RT0455.The horizontal coordinates were scaled from a topographic map and have
 RT0455.an estimated accuracy of +/- 6 seconds.
 RT0455
 RT0455.The orthometric height was determined by differential leveling
 RT0455.and adjusted by the National Geodetic Survey in June 1991..
 RT0455
 RT0455.The geoid height was determined by GEOID03.
 RT0455
 RT0455.The dynamic height is computed by dividing the NAVD 88
 RT0455.geopotential number by the normal gravity value computed on the
 RT0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0455.degrees latitude (g = 980.6199 gals.).
 RT0455
 RT0455.The modeled gravity was interpolated from observed gravity values.
 RT0455
 RT0455;                    North         East    Units  Estimated Accuracy
 RT0455;SPC MT       -   204,410.      902,500.      MT  (+/- 180 meters Scaled)
 RT0455
 RT0455                          SUPERSEDED SURVEY CONTROL
 RT0455
 RT0455.No superseded survey control is available for this station.
 RT0455
 RT0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL543965(NAD 83)
 RT0455_MARKER: I = METAL ROD
 RT0455_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RT0455_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RT0455_STAMPING: G 570 1985
 RT0455_MARK LOGO: NGS   
 RT0455_PROJECTION: FLUSH
 RT0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0455+STABILITY: POSITION/ELEVATION WELL
 RT0455_ROD/PIPE-DEPTH: 12.8 meters
 RT0455_SLEEVE-DEPTH  : 10.0 meters
 RT0455
 RT0455  HISTORY     - Date     Condition        Report By
 RT0455  HISTORY     - 1985     MONUMENTED       NGS
 RT0455
 RT0455                          STATION DESCRIPTION
 RT0455
 RT0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0455'49.0 KM (30.45 MI) SOUTH FROM MILES CITY.
 RT0455'49.05 KM (30.5 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 RT0455'OF INTERSTATE 94 AT MILES CITY, 0.4 KM (0.25 MI) SOUTHWEST OF THE
 RT0455'CROSSING OF CABIN CREEK, 77.2 METERS (253.5 FT) SOUTH AND ACROSS THE
 RT0455'HIGHWAY FROM MILEPOST 33, 23.2 METERS (76.0 FT) SOUTHEAST OF THE
 RT0455'CENTERLINE OF THE HIGHWAY, 1.8 METERS (6.0 FT) NORTH OF THE SOUTHWEST
 RT0455'END OF A WOODEN RIGHT-OF-WAY FENCE BRACE, 1.2 METERS (4.0 FT)
 RT0455'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 48.1 METERS (158.0 FT)
 RT0455'SOUTHEAST ACROSS THE HIGHWAY FROM THE T JUNCTION OF FENCE LINES.
 RT0455'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RT0455'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 RT0455'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0287 ***********************************************************************
 QU0287  DESIGNATION -  G 571
 QU0287  PID         -  QU0287
 QU0287  STATE/COUNTY-  MT/POWDER RIVER
 QU0287  USGS QUAD   -  WILD BILL CREEK (1970)
 QU0287
 QU0287                         *CURRENT SURVEY CONTROL
 QU0287  ___________________________________________________________________
 QU0287* NAD 83(1986)-  45 02 31.     (N)    105 22 52.     (W)     SCALED    
 QU0287* NAVD 88     -      1028.993  (meters)    3375.95   (feet)  ADJUSTED  
 QU0287  ___________________________________________________________________
 QU0287  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 QU0287  DYNAMIC HT  -        1028.705 (meters)    3375.01  (feet)  COMP
 QU0287  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 QU0287
 QU0287  VERT ORDER  -  FIRST     CLASS II
 QU0287
 QU0287.The horizontal coordinates were scaled from a topographic map and have
 QU0287.an estimated accuracy of +/- 6 seconds.
 QU0287
 QU0287.The orthometric height was determined by differential leveling
 QU0287.and adjusted by the National Geodetic Survey in June 1991..
 QU0287
 QU0287.The geoid height was determined by GEOID03.
 QU0287
 QU0287.The dynamic height is computed by dividing the NAVD 88
 QU0287.geopotential number by the normal gravity value computed on the
 QU0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0287.degrees latitude (g = 980.6199 gals.).
 QU0287
 QU0287.The modeled gravity was interpolated from observed gravity values.
 QU0287
 QU0287;                    North         East    Units  Estimated Accuracy
 QU0287;SPC MT       -    96,560.      924,370.      MT  (+/- 180 meters Scaled)
 QU0287
 QU0287                          SUPERSEDED SURVEY CONTROL
 QU0287
 QU0287.No superseded survey control is available for this station.
 QU0287
 QU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK699876(NAD 83)
 QU0287_MARKER: I = METAL ROD
 QU0287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0287_SP_SET: STAINLESS STEEL ROD
 QU0287_STAMPING: G 571 1985
 QU0287_MARK LOGO: NGS   
 QU0287_PROJECTION: FLUSH
 QU0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0287_ROD/PIPE-DEPTH: 9.7  meters
 QU0287
 QU0287  HISTORY     - Date     Condition        Report By
 QU0287  HISTORY     - 1985     MONUMENTED       NGS
 QU0287
 QU0287                          STATION DESCRIPTION
 QU0287
 QU0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0287'7.7 KM (4.8 MI) SOUTH FROM BIDDLE.
 QU0287'7.75 KM (4.85 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0287'SCHOOL AT BIDDLE, 4.8 KM (3.0 MI) NORTH OF THE WYOMING-MONTANA STATE
 QU0287'LINE, 17.8 METERS (58.5 FT) EAST OF THE HIGHWAY CENTERLINE, 20.3
 QU0287'METERS (66.5 FT) NORTHEAST OF MILEPOST 3, 2.6 METERS (8.5 FT) EAST OF
 QU0287'A 4 BY 4 INCH CONCRETE RIGHT OF WAY POST AND 0.5 METER (1.5 FT) WEST
 QU0287'OF A 4 BY 4 INCH CONCRETE RIGHT OF WAY POST IN THE RIGHT OF WAY FENCE.
 QU0287'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0287'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 QU0287'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0613 ***********************************************************************
 QX0613  DESIGNATION -  G 573
 QX0613  PID         -  QX0613
 QX0613  STATE/COUNTY-  MT/GALLATIN
 QX0613  USGS QUAD   -  SAPPINGTON (1987)
 QX0613
 QX0613                         *CURRENT SURVEY CONTROL
 QX0613  ___________________________________________________________________
 QX0613* NAD 83(1986)-  45 47 16.     (N)    111 45 34.     (W)     SCALED    
 QX0613* NAVD 88     -      1297.002  (meters)    4255.25   (feet)  ADJUSTED  
 QX0613  ___________________________________________________________________
 QX0613  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 QX0613  DYNAMIC HT  -        1296.632 (meters)    4254.03  (feet)  COMP
 QX0613  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 QX0613
 QX0613  VERT ORDER  -  FIRST     CLASS II
 QX0613
 QX0613.The horizontal coordinates were scaled from a topographic map and have
 QX0613.an estimated accuracy of +/- 6 seconds.
 QX0613
 QX0613.The orthometric height was determined by differential leveling
 QX0613.and adjusted by the National Geodetic Survey in June 1991..
 QX0613
 QX0613.The geoid height was determined by GEOID03.
 QX0613
 QX0613.The dynamic height is computed by dividing the NAVD 88
 QX0613.geopotential number by the normal gravity value computed on the
 QX0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0613.degrees latitude (g = 980.6199 gals.).
 QX0613
 QX0613.The modeled gravity was interpolated from observed gravity values.
 QX0613
 QX0613;                    North         East    Units  Estimated Accuracy
 QX0613;SPC MT       -   173,430.      424,400.      MT  (+/- 180 meters Scaled)
 QX0613
 QX0613                          SUPERSEDED SURVEY CONTROL
 QX0613
 QX0613  NGVD 29 (08/20/92) 1295.958  (m)         4251.82   (f) ADJUSTED    1 2
 QX0613
 QX0613.Superseded values are not recommended for survey control.
 QX0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0613.See file dsdata.txt to determine how the superseded data were derived.
 QX0613
 QX0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR409707(NAD 83)
 QX0613_MARKER: DB = BENCH MARK DISK
 QX0613_SETTING: 66 = SET IN ROCK OUTCROP
 QX0613_SP_SET: BEDROCK
 QX0613_STAMPING: G 573 1987
 QX0613_MARK LOGO: NGS   
 QX0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0613+STABILITY: POSITION/ELEVATION WELL
 QX0613
 QX0613  HISTORY     - Date     Condition        Report By
 QX0613  HISTORY     - 1987     MONUMENTED       NGS
 QX0613
 QX0613                          STATION DESCRIPTION
 QX0613
 QX0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0613'10.1 KM (6.30 MI) NORTH FROM HARRISON.
 QX0613'10.1 KM (6.30 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0613'OFFICE IN HARRISON, NEAR THE CENTER OF THE NORTHERN 1/2 OF A LARGE
 QX0613'AREA OF OUTCROPPING BEDROCK ALONG THE NORTHWEST SLOPE OF A HILL, 52.7
 QX0613'M (172.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 27.7 M (90.9
 QX0613'FT) EAST OF A FENCE.
 QX0613'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QX0613'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1099 ***********************************************************************
 PY1099  DESIGNATION -  G 574
 PY1099  PID         -  PY1099
 PY1099  STATE/COUNTY-  MT/MADISON
 PY1099  USGS QUAD   -  CLIFF LAKE (1988)
 PY1099
 PY1099                         *CURRENT SURVEY CONTROL
 PY1099  ___________________________________________________________________
 PY1099* NAD 83(1986)-  44 50 34.     (N)    111 31 17.     (W)     SCALED    
 PY1099* NAVD 88     -      1864.133  (meters)    6115.91   (feet)  ADJUSTED  
 PY1099  ___________________________________________________________________
 PY1099  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 PY1099  DYNAMIC HT  -        1863.134 (meters)    6112.63  (feet)  COMP
 PY1099  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 PY1099
 PY1099  VERT ORDER  -  FIRST     CLASS II
 PY1099
 PY1099.The horizontal coordinates were scaled from a topographic map and have
 PY1099.an estimated accuracy of +/- 6 seconds.
 PY1099
 PY1099.The orthometric height was determined by differential leveling
 PY1099.and adjusted by the National Geodetic Survey in June 1991..
 PY1099
 PY1099.The geoid height was determined by GEOID03.
 PY1099
 PY1099.The dynamic height is computed by dividing the NAVD 88
 PY1099.geopotential number by the normal gravity value computed on the
 PY1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1099.degrees latitude (g = 980.6199 gals.).
 PY1099
 PY1099.The modeled gravity was interpolated from observed gravity values.
 PY1099
 PY1099;                    North         East    Units  Estimated Accuracy
 PY1099;SPC MT       -    67,950.      440,190.      MT  (+/- 180 meters Scaled)
 PY1099
 PY1099                          SUPERSEDED SURVEY CONTROL
 PY1099
 PY1099  NGVD 29 (08/20/92) 1862.883  (m)         6111.81   (f) ADJUSTED    1 2
 PY1099
 PY1099.Superseded values are not recommended for survey control.
 PY1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1099.See file dsdata.txt to determine how the superseded data were derived.
 PY1099
 PY1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ587656(NAD 83)
 PY1099_MARKER: I = METAL ROD
 PY1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1099_SP_SET: STAINLESS STEEL ROD
 PY1099_STAMPING: G 574 1987
 PY1099_MARK LOGO: NGS   
 PY1099_PROJECTION: FLUSH
 PY1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1099_ROD/PIPE-DEPTH: 6.1  meters
 PY1099
 PY1099  HISTORY     - Date     Condition        Report By
 PY1099  HISTORY     - 1987     MONUMENTED       NGS
 PY1099
 PY1099                          STATION DESCRIPTION
 PY1099
 PY1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1099'44.4 KM (27.60 MI) SOUTH FROM CAMERON.
 PY1099'44.4 KM (27.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 PY1099'OFFICE IN CAMERON, AT THE NORTHWEST END OF A HIGHWAY FILL, 18.5 M
 PY1099'(60.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.6 M (44.6
 PY1099'FT) NORTH OF THE NORTHWEST END OF A GUARD RAIL, AND 2.4 M (7.9 FT)
 PY1099'SOUTH OF THE CENTER OF AN ABANDONED ROAD BED.  NOTE--ACCESS TO DATUM
 PY1099'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1099'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 PY1099'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9043 ***********************************************************************
 AD9043  DESIGNATION -  G 575
 AD9043  PID         -  AD9043
 AD9043  STATE/COUNTY-  MT/CARTER
 AD9043  USGS QUAD   -  SEVENMILE CREEK (1980)
 AD9043
 AD9043                         *CURRENT SURVEY CONTROL
 AD9043  ___________________________________________________________________
 AD9043* NAD 83(1986)-  45 00 15.     (N)    104 22 26.     (W)     SCALED    
 AD9043* NAVD 88     -      1064.697  (meters)    3493.09   (feet)  ADJUSTED  
 AD9043  ___________________________________________________________________
 AD9043  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 AD9043  DYNAMIC HT  -        1064.417 (meters)    3492.17  (feet)  COMP
 AD9043  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 AD9043
 AD9043  VERT ORDER  -  FIRST     CLASS II
 AD9043
 AD9043.The horizontal coordinates were scaled from a topographic map and have
 AD9043.an estimated accuracy of +/- 6 seconds.
 AD9043
 AD9043.The orthometric height was determined by differential leveling
 AD9043.and adjusted by the National Geodetic Survey in July 1998..
 AD9043
 AD9043.The geoid height was determined by GEOID03.
 AD9043
 AD9043.The dynamic height is computed by dividing the NAVD 88
 AD9043.geopotential number by the normal gravity value computed on the
 AD9043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9043.degrees latitude (g = 980.6199 gals.).
 AD9043
 AD9043.The modeled gravity was interpolated from observed gravity values.
 AD9043
 AD9043;                    North         East    Units  Estimated Accuracy
 AD9043;SPC MT       -    97,050.    1,003,860.      MT  (+/- 180 meters Scaled)
 AD9043
 AD9043                          SUPERSEDED SURVEY CONTROL
 AD9043
 AD9043.No superseded survey control is available for this station.
 AD9043
 AD9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK493836(NAD 83)
 AD9043_MARKER: I = METAL ROD
 AD9043_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9043_STAMPING: G 575 1995
 AD9043_MARK LOGO: NGS   
 AD9043_PROJECTION: FLUSH
 AD9043_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9043+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9043_ROD/PIPE-DEPTH: 15.8 meters
 AD9043_SLEEVE-DEPTH  : 0.9 meters
 AD9043
 AD9043  HISTORY     - Date     Condition        Report By
 AD9043  HISTORY     - 1995     MONUMENTED       NGS
 AD9043
 AD9043                          STATION DESCRIPTION
 AD9043
 AD9043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9043'3.6 KM (2.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9043'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, 44.1 M (144.7 FT) WEST OF THE
 AD9043'SOUTHWEST END OF A CULVERT UNDER THE HIGHWAY, 23.9 M (78.4 FT)
 AD9043'SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 AD9043'THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 AD9043'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AD9043'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0211 ***********************************************************************
 RT0211  DESIGNATION -  G 58
 RT0211  PID         -  RT0211
 RT0211  STATE/COUNTY-  MT/PRAIRIE
 RT0211  USGS QUAD   -  PAPPS RESERVOIR (1972)
 RT0211
 RT0211                         *CURRENT SURVEY CONTROL
 RT0211  ___________________________________________________________________
 RT0211* NAD 83(1986)-  46 53 46.     (N)    105 24 47.     (W)     SCALED    
 RT0211* NAVD 88     -       753.778  (meters)    2473.02   (feet)  ADJUSTED  
 RT0211  ___________________________________________________________________
 RT0211  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 RT0211  DYNAMIC HT  -         753.756 (meters)    2472.95  (feet)  COMP
 RT0211  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 RT0211
 RT0211  VERT ORDER  -  SECOND    CLASS 0
 RT0211
 RT0211.The horizontal coordinates were scaled from a topographic map and have
 RT0211.an estimated accuracy of +/- 6 seconds.
 RT0211
 RT0211.The orthometric height was determined by differential leveling
 RT0211.and adjusted by the National Geodetic Survey in June 1991..
 RT0211
 RT0211.The geoid height was determined by GEOID03.
 RT0211
 RT0211.The dynamic height is computed by dividing the NAVD 88
 RT0211.geopotential number by the normal gravity value computed on the
 RT0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0211.degrees latitude (g = 980.6199 gals.).
 RT0211
 RT0211.The modeled gravity was interpolated from observed gravity values.
 RT0211
 RT0211;                    North         East    Units  Estimated Accuracy
 RT0211;SPC MT       -   302,150.      911,110.      MT  (+/- 180 meters Scaled)
 RT0211
 RT0211                          SUPERSEDED SURVEY CONTROL
 RT0211
 RT0211  NGVD 29 (??/??/92)  753.195  (m)         2471.11   (f) ADJ UNCH    2 0
 RT0211
 RT0211.Superseded values are not recommended for survey control.
 RT0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0211.See file dsdata.txt to determine how the superseded data were derived.
 RT0211
 RT0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM685937(NAD 83)
 RT0211_MARKER: DB = BENCH MARK DISK
 RT0211_SETTING: 0 = UNSPECIFIED SETTING
 RT0211_STAMPING: G 58 1934
 RT0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0211
 RT0211  HISTORY     - Date     Condition        Report By
 RT0211  HISTORY     - 1934     MONUMENTED       CGS
 RT0211  HISTORY     - 1972     POOR             USGS
 RT0211
 RT0211                          STATION DESCRIPTION
 RT0211
 RT0211'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0211'10.5 MI NW FROM TERRY.
 RT0211'TO REACH FROM INTERSECTION OF HWY 253 AND BURLINGTON NORTHERN RR AT E
 RT0211'END OF TERRY, MONTANA.  PROCEED N ON HWY 253 10.3 MILES TO A RD-FK
 RT0211'WEST.  (CHERRY CREEK ROAD).  AT THIS POINT DRIVE EAST ON TRACK ROAD
 RT0211'OPPOSITE CHERRY CREEK ROAD, A DISTANCE OF 0.20 MILES, THENCE S CROSS
 RT0211'COUNTRY TO TRACES OF OLD COUNTY ROAD CLOSEST TO CREEK BOTTOM, ABOUT
 RT0211'0.10 MILES TO A F- COR ON THE OLD ROAD.  BM IS ABOUT 70 FEET N OF
 RT0211'F-COR.  ALSO FROM F-COR.  84 FT WNW ALONG OLD ROAD, AND 69 FT.
 RT0211'PERPENDICULAR TO OLD ROAD NNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0132 ***********************************************************************
 SP0132  DESIGNATION -  G 59
 SP0132  PID         -  SP0132
 SP0132  STATE/COUNTY-  MT/DAWSON
 SP0132  USGS QUAD   -  BUFFALO CREEK SE (1983)
 SP0132
 SP0132                         *CURRENT SURVEY CONTROL
 SP0132  ___________________________________________________________________
 SP0132* NAD 83(1986)-  47 37 28.     (N)    105 20 40.     (W)     SCALED    
 SP0132* NAVD 88     -       691.222  (meters)    2267.78   (feet)  ADJUSTED  
 SP0132  ___________________________________________________________________
 SP0132  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 SP0132  DYNAMIC HT  -         691.263 (meters)    2267.92  (feet)  COMP
 SP0132  MODELED GRAV-     980,648.5   (mgal)                       NAVD 88
 SP0132
 SP0132  VERT ORDER  -  SECOND    CLASS 0
 SP0132
 SP0132.The horizontal coordinates were scaled from a topographic map and have
 SP0132.an estimated accuracy of +/- 6 seconds.
 SP0132
 SP0132.The orthometric height was determined by differential leveling
 SP0132.and adjusted by the National Geodetic Survey in June 1991..
 SP0132
 SP0132.The geoid height was determined by GEOID03.
 SP0132
 SP0132.The dynamic height is computed by dividing the NAVD 88
 SP0132.geopotential number by the normal gravity value computed on the
 SP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0132.degrees latitude (g = 980.6199 gals.).
 SP0132
 SP0132.The modeled gravity was interpolated from observed gravity values.
 SP0132
 SP0132;                    North         East    Units  Estimated Accuracy
 SP0132;SPC MT       -   383,240.      912,040.      MT  (+/- 180 meters Scaled)
 SP0132
 SP0132                          SUPERSEDED SURVEY CONTROL
 SP0132
 SP0132  NGVD 29 (??/??/92)  690.639  (m)         2265.87   (f) ADJ UNCH    2 0
 SP0132
 SP0132.Superseded values are not recommended for survey control.
 SP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0132.See file dsdata.txt to determine how the superseded data were derived.
 SP0132
 SP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN741746(NAD 83)
 SP0132_MARKER: DB = BENCH MARK DISK
 SP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0132_STAMPING: G 59 1934
 SP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0132+STABILITY: SURFACE MOTION
 SP0132
 SP0132  HISTORY     - Date     Condition        Report By
 SP0132  HISTORY     - 1934     MONUMENTED       CGS
 SP0132  HISTORY     - 1970     GOOD             DOD
 SP0132  HISTORY     - 1977     GOOD             USGS
 SP0132
 SP0132                          STATION DESCRIPTION
 SP0132
 SP0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0132'15.0 MI SW FROM RICHEY.
 SP0132'15.0 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM RICHEY, DAWSON
 SP0132'COUNTY, 0.4 MILE SOUTH OF PAXTON, 36 FEET EAST OF THE CENTERLINE OF
 SP0132'THE HIGHWAY, AND 7 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 SP0132'DISK, STAMPED G 59 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SP0132'THE RIGHT-OF-WAY FENCE HAS BEEN REMOVED.
 SP0132
 SP0132                          STATION RECOVERY (1970)
 SP0132
 SP0132'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 SP0132'RECOVERED IN GOOD CONDITION.
 SP0132
 SP0132                          STATION RECOVERY (1977)
 SP0132
 SP0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0132'CIRCLE, 15.0 MI. NE ALONG STATE HWY. 13 FROM THE INTERSECTION OF
 SP0132'STATE HWYS. 13 AND 200, THENCE 7.4 MI. E ALONG A GOOD GRAVEL ROAD AND
 SP0132'30 FEET SE, (2.0 MI. W OF BM F 59 1934) IN THE NE 1/4 OF SEC 31 T 22
 SP0132'N R 50 E. SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET ABOVE
 SP0132'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0375 ***********************************************************************
 ST0375  DESIGNATION -  G 6 V
 ST0375  PID         -  ST0375
 ST0375  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0375  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0375
 ST0375                         *CURRENT SURVEY CONTROL
 ST0375  ___________________________________________________________________
 ST0375* NAD 83(1986)-  47 13 52.     (N)    112 05 27.     (W)     SCALED    
 ST0375* NAVD 88     -      1208.409  (meters)    3964.59   (feet)  ADJUSTED  
 ST0375  ___________________________________________________________________
 ST0375  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 ST0375  DYNAMIC HT  -        1208.236 (meters)    3964.02  (feet)  COMP
 ST0375  MODELED GRAV-     980,428.9   (mgal)                       NAVD 88
 ST0375
 ST0375  VERT ORDER  -  SECOND    CLASS 0
 ST0375
 ST0375.The horizontal coordinates were scaled from a topographic map and have
 ST0375.an estimated accuracy of +/- 6 seconds.
 ST0375
 ST0375.The orthometric height was determined by differential leveling
 ST0375.and adjusted by the National Geodetic Survey in June 1991..
 ST0375
 ST0375.The geoid height was determined by GEOID03.
 ST0375
 ST0375.The dynamic height is computed by dividing the NAVD 88
 ST0375.geopotential number by the normal gravity value computed on the
 ST0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0375.degrees latitude (g = 980.6199 gals.).
 ST0375
 ST0375.The modeled gravity was interpolated from observed gravity values.
 ST0375
 ST0375;                    North         East    Units  Estimated Accuracy
 ST0375;SPC MT       -   334,500.      403,960.      MT  (+/- 180 meters Scaled)
 ST0375
 ST0375                          SUPERSEDED SURVEY CONTROL
 ST0375
 ST0375  NGVD 29 (??/??/92) 1207.424  (m)         3961.36   (f) ADJ UNCH    2 0
 ST0375
 ST0375.Superseded values are not recommended for survey control.
 ST0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0375.See file dsdata.txt to determine how the superseded data were derived.
 ST0375
 ST0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT174314(NAD 83)
 ST0375_MARKER: DS = TRIANGULATION STATION DISK
 ST0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0375_STAMPING: G 6 V 1961
 ST0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0375+STABILITY: SURFACE MOTION
 ST0375
 ST0375  HISTORY     - Date     Condition        Report By
 ST0375  HISTORY     - 1961     MONUMENTED       CGS
 ST0375
 ST0375                          STATION DESCRIPTION
 ST0375
 ST0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0375'26.7 MI SE FROM AUGUSTA.
 ST0375'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0375'AUGUSTA, THENCE 1.7 MILES NORTHEAST ALONG A COUNTY ROAD, 42 1/2 FEET
 ST0375'NORTHWEST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET NORTH-NORTHWEST
 ST0375'OF A TELEPHONE POLE WITH A GUY WIRE, 47 FEET SOUTHWEST OF G 6 V R.M.
 ST0375'1, 52.3 FEET SOUTHEAST OF G 6 V R.M. 2, 3.8 FEET NORTHWEST OF A
 ST0375'WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 ST0375'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0379 ***********************************************************************
 ST0379  DESIGNATION -  G 6 V AZ MK
 ST0379  PID         -  ST0379
 ST0379  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0379  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0379
 ST0379                         *CURRENT SURVEY CONTROL
 ST0379  ___________________________________________________________________
 ST0379* NAD 83(1986)-  47 14 16.     (N)    112 04 53.     (W)     SCALED    
 ST0379* NAVD 88     -      1199.736  (meters)    3936.13   (feet)  ADJUSTED  
 ST0379  ___________________________________________________________________
 ST0379  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 ST0379  DYNAMIC HT  -        1199.564 (meters)    3935.57  (feet)  COMP
 ST0379  MODELED GRAV-     980,428.3   (mgal)                       NAVD 88
 ST0379
 ST0379  VERT ORDER  -  SECOND    CLASS 0
 ST0379
 ST0379.The horizontal coordinates were scaled from a topographic map and have
 ST0379.an estimated accuracy of +/- 6 seconds.
 ST0379
 ST0379.The orthometric height was determined by differential leveling
 ST0379.and adjusted by the National Geodetic Survey in June 1991..
 ST0379
 ST0379.The geoid height was determined by GEOID03.
 ST0379
 ST0379.The dynamic height is computed by dividing the NAVD 88
 ST0379.geopotential number by the normal gravity value computed on the
 ST0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0379.degrees latitude (g = 980.6199 gals.).
 ST0379
 ST0379.The modeled gravity was interpolated from observed gravity values.
 ST0379
 ST0379;                    North         East    Units  Estimated Accuracy
 ST0379;SPC MT       -   335,220.      404,700.      MT  (+/- 180 meters Scaled)
 ST0379
 ST0379                          SUPERSEDED SURVEY CONTROL
 ST0379
 ST0379  NGVD 29 (??/??/92) 1198.751  (m)         3932.90   (f) ADJ UNCH    2 0
 ST0379
 ST0379.Superseded values are not recommended for survey control.
 ST0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0379.See file dsdata.txt to determine how the superseded data were derived.
 ST0379
 ST0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT181321(NAD 83)
 ST0379_MARKER: DZ = AZIMUTH MARK DISK
 ST0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0379_STAMPING: G 6 V 1961
 ST0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0379+STABILITY: SURFACE MOTION
 ST0379
 ST0379  HISTORY     - Date     Condition        Report By
 ST0379  HISTORY     - 1961     MONUMENTED       CGS
 ST0379
 ST0379                          STATION DESCRIPTION
 ST0379
 ST0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0379'27.35 MI SE FROM AUGUSTA.
 ST0379'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0379'AUGUSTA, THENCE 2.35 MILES NORTHEAST ALONG A COUNTY ROAD, 35 FEET
 ST0379'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST OF A
 ST0379'FENCE, 17 FEET SOUTHWEST OF THE CENTER OF A GATE, 2.0 FEET SOUTHEAST
 ST0379'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0379'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0377 ***********************************************************************
 ST0377  DESIGNATION -  G 6 V RM 1
 ST0377  PID         -  ST0377
 ST0377  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0377  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0377
 ST0377                         *CURRENT SURVEY CONTROL
 ST0377  ___________________________________________________________________
 ST0377* NAD 83(1986)-  47 13 52.     (N)    112 05 25.     (W)     SCALED    
 ST0377* NAVD 88     -      1208.247  (meters)    3964.06   (feet)  ADJUSTED  
 ST0377  ___________________________________________________________________
 ST0377  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 ST0377  DYNAMIC HT  -        1208.075 (meters)    3963.49  (feet)  COMP
 ST0377  MODELED GRAV-     980,428.9   (mgal)                       NAVD 88
 ST0377
 ST0377  VERT ORDER  -  SECOND    CLASS 0
 ST0377
 ST0377.The horizontal coordinates were scaled from a topographic map and have
 ST0377.an estimated accuracy of +/- 6 seconds.
 ST0377
 ST0377.The orthometric height was determined by differential leveling
 ST0377.and adjusted by the National Geodetic Survey in June 1991..
 ST0377
 ST0377.The geoid height was determined by GEOID03.
 ST0377
 ST0377.The dynamic height is computed by dividing the NAVD 88
 ST0377.geopotential number by the normal gravity value computed on the
 ST0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0377.degrees latitude (g = 980.6199 gals.).
 ST0377
 ST0377.The modeled gravity was interpolated from observed gravity values.
 ST0377
 ST0377;                    North         East    Units  Estimated Accuracy
 ST0377;SPC MT       -   334,500.      404,000.      MT  (+/- 180 meters Scaled)
 ST0377
 ST0377                          SUPERSEDED SURVEY CONTROL
 ST0377
 ST0377  NGVD 29 (??/??/92) 1207.262  (m)         3960.83   (f) ADJ UNCH    2 0
 ST0377
 ST0377.Superseded values are not recommended for survey control.
 ST0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0377.See file dsdata.txt to determine how the superseded data were derived.
 ST0377
 ST0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT174314(NAD 83)
 ST0377_MARKER: DR = REFERENCE MARK DISK
 ST0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0377_STAMPING: G 6 V NO. 1 1961
 ST0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0377+STABILITY: SURFACE MOTION
 ST0377
 ST0377  HISTORY     - Date     Condition        Report By
 ST0377  HISTORY     - 1961     MONUMENTED       CGS
 ST0377
 ST0377                          STATION DESCRIPTION
 ST0377
 ST0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0377'26.7 MI SE FROM AUGUSTA.
 ST0377'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0377'AUGUSTA, THENCE 1.7 MILES NORTHEAST ALONG A COUNTY ROAD, 36 FEET
 ST0377'NORTHWEST OF THE CENTER LINE OF THE ROAD, 47 FEET NORTHEAST OF G 6 V,
 ST0377'76.3 FEET EAST OF G 6 V R.M. 2, ABOUT 2 FEET LOWER THAN THE ROAD, AND
 ST0377'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ST0377'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0376 ***********************************************************************
 ST0376  DESIGNATION -  G 6 V RM 2
 ST0376  PID         -  ST0376
 ST0376  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0376  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0376
 ST0376                         *CURRENT SURVEY CONTROL
 ST0376  ___________________________________________________________________
 ST0376* NAD 83(1986)-  47 13 51.     (N)    112 05 27.     (W)     SCALED    
 ST0376* NAVD 88     -      1208.539  (meters)    3965.01   (feet)  ADJUSTED  
 ST0376  ___________________________________________________________________
 ST0376  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 ST0376  DYNAMIC HT  -        1208.367 (meters)    3964.45  (feet)  COMP
 ST0376  MODELED GRAV-     980,428.9   (mgal)                       NAVD 88
 ST0376
 ST0376  VERT ORDER  -  SECOND    CLASS 0
 ST0376
 ST0376.The horizontal coordinates were scaled from a topographic map and have
 ST0376.an estimated accuracy of +/- 6 seconds.
 ST0376
 ST0376.The orthometric height was determined by differential leveling
 ST0376.and adjusted by the National Geodetic Survey in June 1991..
 ST0376
 ST0376.The geoid height was determined by GEOID03.
 ST0376
 ST0376.The dynamic height is computed by dividing the NAVD 88
 ST0376.geopotential number by the normal gravity value computed on the
 ST0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0376.degrees latitude (g = 980.6199 gals.).
 ST0376
 ST0376.The modeled gravity was interpolated from observed gravity values.
 ST0376
 ST0376;                    North         East    Units  Estimated Accuracy
 ST0376;SPC MT       -   334,470.      403,960.      MT  (+/- 180 meters Scaled)
 ST0376
 ST0376                          SUPERSEDED SURVEY CONTROL
 ST0376
 ST0376  NGVD 29 (??/??/92) 1207.554  (m)         3961.78   (f) ADJ UNCH    2 0
 ST0376
 ST0376.Superseded values are not recommended for survey control.
 ST0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0376.See file dsdata.txt to determine how the superseded data were derived.
 ST0376
 ST0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT174313(NAD 83)
 ST0376_MARKER: DR = REFERENCE MARK DISK
 ST0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0376_STAMPING: G 6 V NO. 2 1961
 ST0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0376+STABILITY: SURFACE MOTION
 ST0376
 ST0376  HISTORY     - Date     Condition        Report By
 ST0376  HISTORY     - 1961     MONUMENTED       CGS
 ST0376
 ST0376                          STATION DESCRIPTION
 ST0376
 ST0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0376'26.7 MI SE FROM AUGUSTA.
 ST0376'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0376'AUGUSTA, THENCE 1.7 MILES NORTHEAST ALONG A COUNTY ROAD, 52.3 FEET
 ST0376'NORTHWEST OF G 6 V, 76.3 FEET WEST OF G 6 V R.M. 1, ABOUT 2 FEET LOWER
 ST0376'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ST0376'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0132 ***********************************************************************
 QU0132  DESIGNATION -  G 60
 QU0132  PID         -  QU0132
 QU0132  STATE/COUNTY-  MT/POWDER RIVER
 QU0132  USGS QUAD   -  PINE CREEK (1970)
 QU0132
 QU0132                         *CURRENT SURVEY CONTROL
 QU0132  ___________________________________________________________________
 QU0132* NAD 83(1986)-  45 09 37.     (N)    105 20 25.     (W)     SCALED    
 QU0132* NAVD 88     -      1024.097  (meters)    3359.89   (feet)  ADJUSTED  
 QU0132  ___________________________________________________________________
 QU0132  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QU0132  DYNAMIC HT  -        1023.842 (meters)    3359.05  (feet)  COMP
 QU0132  MODELED GRAV-     980,332.9   (mgal)                       NAVD 88
 QU0132
 QU0132  VERT ORDER  -  FIRST     CLASS II
 QU0132
 QU0132.The horizontal coordinates were scaled from a topographic map and have
 QU0132.an estimated accuracy of +/- 6 seconds.
 QU0132
 QU0132.The orthometric height was determined by differential leveling
 QU0132.and adjusted by the National Geodetic Survey in June 1991..
 QU0132
 QU0132.The geoid height was determined by GEOID03.
 QU0132
 QU0132.The dynamic height is computed by dividing the NAVD 88
 QU0132.geopotential number by the normal gravity value computed on the
 QU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0132.degrees latitude (g = 980.6199 gals.).
 QU0132
 QU0132.The modeled gravity was interpolated from observed gravity values.
 QU0132
 QU0132;                    North         East    Units  Estimated Accuracy
 QU0132;SPC MT       -   109,860.      926,880.      MT  (+/- 180 meters Scaled)
 QU0132
 QU0132                          SUPERSEDED SURVEY CONTROL
 QU0132
 QU0132  NGVD 29 (??/??/92) 1023.482  (m)         3357.87   (f) ADJ UNCH    1 2
 QU0132
 QU0132.Superseded values are not recommended for survey control.
 QU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0132.See file dsdata.txt to determine how the superseded data were derived.
 QU0132
 QU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL732008(NAD 83)
 QU0132_MARKER: DB = BENCH MARK DISK
 QU0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0132_SP_SET: CONCRETE POST
 QU0132_STAMPING: G 60 1933
 QU0132_MARK LOGO: CGS   
 QU0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0132+STABILITY: SURFACE MOTION
 QU0132
 QU0132  HISTORY     - Date     Condition        Report By
 QU0132  HISTORY     - 1933     MONUMENTED       CGS
 QU0132  HISTORY     - 1970     GOOD             USGS
 QU0132  HISTORY     - 1985     GOOD             NGS
 QU0132
 QU0132                          STATION DESCRIPTION
 QU0132
 QU0132'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QU0132'21.5 MI SE FROM BROADUS.
 QU0132'3.8 MILES SE ALONG U.S. HWY. 212 FROM BROADUS, MONT.  THEN SOUTH
 QU0132'17.3 MILES ON STATE HWY. 59.  THEN LEFT SE ON GRADED ROAD FOR
 QU0132'0.35 MI TO BM ON THE LEFT.  AT A SHARP CURVE TO THE RIGHT, 22
 QU0132'FT EAST OF THE CENTER OF THE ROAD, 3 FT. WEST OF A N-S WIRE
 QU0132'FENCE.  A STANDARD DISK, STAMPED G 60 1933 AND SET IN A CONCRETE
 QU0132'POST PROJECTING 0.5 FT.
 QU0132
 QU0132                          STATION RECOVERY (1985)
 QU0132
 QU0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0132'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.15 KM
 QU0132'(4.45 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY SCHOOL AT
 QU0132'BIDDLE, THENCE 0.55 KM (0.35 MI) SOUTHEAST ALONG A RANCH ROAD, AT A
 QU0132'POINT WHERE THE ROAD MEETS A NORTH-SOUTH FENCE LINE, 6.7 METERS
 QU0132'(22 FT) NORTHEAST OF THE CENTER OF THE ROAD AND 0.6 METER (2 FT) WEST
 QU0132'OF THE RIGHT OF WAY FENCE.
 QU0132'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 QU0132'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0195 ***********************************************************************
 QU0195  DESIGNATION -  G 61
 QU0195  PID         -  QU0195
 QU0195  STATE/COUNTY-  MT/POWDER RIVER
 QU0195  USGS QUAD   -  DIVIDE SCHOOL (1973)
 QU0195
 QU0195                         *CURRENT SURVEY CONTROL
 QU0195  ___________________________________________________________________
 QU0195* NAD 83(1986)-  45 45 01.     (N)    105 36 43.     (W)     SCALED    
 QU0195* NAVD 88     -       984.946  (meters)    3231.44   (feet)  ADJUSTED  
 QU0195  ___________________________________________________________________
 QU0195  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 QU0195  DYNAMIC HT  -         984.756 (meters)    3230.82  (feet)  COMP
 QU0195  MODELED GRAV-     980,388.8   (mgal)                       NAVD 88
 QU0195
 QU0195  VERT ORDER  -  FIRST     CLASS II
 QU0195
 QU0195.The horizontal coordinates were scaled from a topographic map and have
 QU0195.an estimated accuracy of +/- 6 seconds.
 QU0195
 QU0195.The orthometric height was determined by differential leveling
 QU0195.and adjusted by the National Geodetic Survey in June 1991..
 QU0195
 QU0195.The geoid height was determined by GEOID03.
 QU0195
 QU0195.The dynamic height is computed by dividing the NAVD 88
 QU0195.geopotential number by the normal gravity value computed on the
 QU0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0195.degrees latitude (g = 980.6199 gals.).
 QU0195
 QU0195.The modeled gravity was interpolated from observed gravity values.
 QU0195
 QU0195;                    North         East    Units  Estimated Accuracy
 QU0195;SPC MT       -   174,240.      902,300.      MT  (+/- 180 meters Scaled)
 QU0195
 QU0195                          SUPERSEDED SURVEY CONTROL
 QU0195
 QU0195  NGVD 29 (??/??/92)  984.285  (m)         3229.28   (f) ADJ UNCH    1 2
 QU0195
 QU0195.Superseded values are not recommended for survey control.
 QU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0195.See file dsdata.txt to determine how the superseded data were derived.
 QU0195
 QU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL524664(NAD 83)
 QU0195_MARKER: DB = BENCH MARK DISK
 QU0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0195_STAMPING: G-61 1933
 QU0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0195+STABILITY: SURFACE MOTION
 QU0195
 QU0195  HISTORY     - Date     Condition        Report By
 QU0195  HISTORY     - 1933     MONUMENTED       CGS
 QU0195
 QU0195                          STATION DESCRIPTION
 QU0195
 QU0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QU0195'24.2 MI N FROM BROADUS.
 QU0195'LOCATED 24.15 MILES NORTH ALONG STATE HY. NO. 22, OF THE
 QU0195'INTERSECTION OF THE MAIN NORTH AND SOUTH STREET OF BROADUS AND
 QU0195'STATE HY. NO. 22., 1.70 MILES NORTH OF NORTH ROAD THAT TURNS EAST
 QU0195'OFF TO COALWOOD, 178 YARDS SOUTH OF WOODEN BRIDGE OVER DRY DITCH,
 QU0195'15 FT. N. OF CENTER OF ROAD RUNNING WEST TO RANCH HOUSE, 32 FT.
 QU0195'WEST OF CENTER OF HIGHWAY, 2 FT. EAST OF N. S. WIRE FENCE.
 QU0195'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0196 ***********************************************************************
 QU0196  DESIGNATION -  G 61 RESET
 QU0196  PID         -  QU0196
 QU0196  STATE/COUNTY-  MT/POWDER RIVER
 QU0196  USGS QUAD   -  DIVIDE SCHOOL (1973)
 QU0196
 QU0196                         *CURRENT SURVEY CONTROL
 QU0196  ___________________________________________________________________
 QU0196* NAD 83(1986)-  45 45 01.     (N)    105 36 43.     (W)     SCALED    
 QU0196* NAVD 88     -       984.390  (meters)    3229.62   (feet)  ADJUSTED  
 QU0196  ___________________________________________________________________
 QU0196  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 QU0196  DYNAMIC HT  -         984.200 (meters)    3229.00  (feet)  COMP
 QU0196  MODELED GRAV-     980,388.8   (mgal)                       NAVD 88
 QU0196
 QU0196  VERT ORDER  -  FIRST     CLASS II
 QU0196
 QU0196.The horizontal coordinates were scaled from a topographic map and have
 QU0196.an estimated accuracy of +/- 6 seconds.
 QU0196
 QU0196.The orthometric height was determined by differential leveling
 QU0196.and adjusted by the National Geodetic Survey in June 1991..
 QU0196
 QU0196.The geoid height was determined by GEOID03.
 QU0196
 QU0196.The dynamic height is computed by dividing the NAVD 88
 QU0196.geopotential number by the normal gravity value computed on the
 QU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0196.degrees latitude (g = 980.6199 gals.).
 QU0196
 QU0196.The modeled gravity was interpolated from observed gravity values.
 QU0196
 QU0196;                    North         East    Units  Estimated Accuracy
 QU0196;SPC MT       -   174,240.      902,300.      MT  (+/- 180 meters Scaled)
 QU0196
 QU0196                          SUPERSEDED SURVEY CONTROL
 QU0196
 QU0196  NGVD 29 (??/??/??)  983.73   (m)         3227.5    (f) RESET       3  
 QU0196
 QU0196.Superseded values are not recommended for survey control.
 QU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0196.See file dsdata.txt to determine how the superseded data were derived.
 QU0196
 QU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL524664(NAD 83)
 QU0196_MARKER: DB = BENCH MARK DISK
 QU0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0196_SP_SET: CONCRETE POST
 QU0196_STAMPING: G 61 RESET 1951
 QU0196_MARK LOGO: CGS   
 QU0196_PROJECTION: PROJECTING 10 CENTIMETERS
 QU0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0196+STABILITY: SURFACE MOTION
 QU0196
 QU0196  HISTORY     - Date     Condition        Report By
 QU0196  HISTORY     - 1951     MONUMENTED       CGS
 QU0196  HISTORY     - 1973     GOOD             USGS
 QU0196  HISTORY     - 1985     GOOD             NGS
 QU0196
 QU0196                          STATION DESCRIPTION
 QU0196
 QU0196'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0196'24.1 MI NW FROM BROADUS.
 QU0196'JCT. OF U.S. HWYS. 212 AND 312, 3 MILES NW. OF BROADUS, POWDER
 QU0196'RIVER COUNTY, THENCE 22.1 MILES NORTH ALONG U.S. HWYS. 312, 1.8
 QU0196'MILES NORTH OF COALWOOD, 175 YARDS SOUTH OF A METAL CULVERT,
 QU0196'100 FEET NORTH OF A ROAD WEST, AND 78 FEET EAST OF THE CENTERLINE
 QU0196'OF THE HWY., IN CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND,
 QU0196'STANDARD TABLET STAMPED G61 RESET 1951.
 QU0196
 QU0196                          STATION RECOVERY (1985)
 QU0196
 QU0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0196'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 40.85 KM (25.4
 QU0196'MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY COURTHOUSE AT
 QU0196'BROADUS, 3.05 KM (1.9 MI) NORTH OF THE COMMUNITY OF COALDALE, 0.15 KM
 QU0196'(0.1 MI) SOUTH OF MILEPOST 54, AT THE T JUNCTION OF THE ALLEN
 QU0196'BROTHERS RANCH ROAD LEADING WEST, 23.9 METERS (78.5 FT) EAST OF THE
 QU0196'CENTERLINE OF THE HIGHWAY, 44.6 METERS (146.5 FT) NORTH OF THE
 QU0196'EXTENDED CENTERLINE OF THE ROAD, AND 28.6 METERS (94.0 FT) NORTH OF
 QU0196'THE CENTER OF A FIELD ENTRANCE ROAD.
 QU0196'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QU0196'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0273 ***********************************************************************
 RT0273  DESIGNATION -  G 62
 RT0273  PID         -  RT0273
 RT0273  STATE/COUNTY-  MT/CUSTER
 RT0273  USGS QUAD   -  PADDY FAY CREEK (1968)
 RT0273
 RT0273                         *CURRENT SURVEY CONTROL
 RT0273  ___________________________________________________________________
 RT0273* NAD 83(1986)-  46 21 07.     (N)    105 46 59.     (W)     SCALED    
 RT0273* NAVD 88     -       742.175  (meters)    2434.95   (feet)  ADJUSTED  
 RT0273  ___________________________________________________________________
 RT0273  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RT0273  DYNAMIC HT  -         742.115 (meters)    2434.76  (feet)  COMP
 RT0273  MODELED GRAV-     980,509.3   (mgal)                       NAVD 88
 RT0273
 RT0273  VERT ORDER  -  FIRST     CLASS II
 RT0273
 RT0273.The horizontal coordinates were scaled from a topographic map and have
 RT0273.an estimated accuracy of +/- 6 seconds.
 RT0273
 RT0273.The orthometric height was determined by differential leveling
 RT0273.and adjusted by the National Geodetic Survey in June 1991..
 RT0273
 RT0273.The geoid height was determined by GEOID03.
 RT0273
 RT0273.The dynamic height is computed by dividing the NAVD 88
 RT0273.geopotential number by the normal gravity value computed on the
 RT0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0273.degrees latitude (g = 980.6199 gals.).
 RT0273
 RT0273.The modeled gravity was interpolated from observed gravity values.
 RT0273
 RT0273;                    North         East    Units  Estimated Accuracy
 RT0273;SPC MT       -   240,360.      885,830.      MT  (+/- 180 meters Scaled)
 RT0273
 RT0273                          SUPERSEDED SURVEY CONTROL
 RT0273
 RT0273  NGVD 29 (??/??/92)  741.563  (m)         2432.94   (f) ADJ UNCH    1 2
 RT0273
 RT0273.Superseded values are not recommended for survey control.
 RT0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0273.See file dsdata.txt to determine how the superseded data were derived.
 RT0273
 RT0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM397334(NAD 83)
 RT0273_MARKER: DB = BENCH MARK DISK
 RT0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0273_SP_SET: CONCRETE POST
 RT0273_STAMPING: G 62 1933
 RT0273_MARK LOGO: CGS   
 RT0273_PROJECTION: PROJECTING 15 CENTIMETERS
 RT0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0273+STABILITY: SURFACE MOTION
 RT0273
 RT0273  HISTORY     - Date     Condition        Report By
 RT0273  HISTORY     - 1933     MONUMENTED       CGS
 RT0273  HISTORY     - 1985     GOOD             NGS
 RT0273
 RT0273                          STATION DESCRIPTION
 RT0273
 RT0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RT0273'6.0 MI S FROM MILES CITY.
 RT0273'6.0 MILES S ALONG U.S. HWY. 312 FROM THE POST OFFICE AT MILES CITY,
 RT0273'CUSTER COUNTY, 343 FEET DUE NNE (MAG) FROM STATE HWY MILE POST NO. 6,
 RT0273'5 FEET E OF FENCE CORNER.  NOTE-- 6.2 MILES SOUTH ALONG STATE HIGHWAY
 RT0273'22 FROM THE POST OFFICE AT MILES CITY, CUSTER COUNTY, 110 FEET
 RT0273'SOUTHEAST OF THE WEAVER SCHOOL, 33 FEET NORTH OF THE CENTERLINE OF THE
 RT0273'HIGHWAY, AND 3 FEET NORTH OF THE SOUTHEAST CORNER OF THE FENCE. A
 RT0273'STANDARD DISK, STAMPED G 62 1933 AND SET IN THE TOP OF A CONCRETE POST
 RT0273'PROJECTING 6 INCHES ABOVE GROUND.
 RT0273
 RT0273                          STATION RECOVERY (1985)
 RT0273
 RT0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RT0273'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 6.05 KM (3.7 MI)
 RT0273'SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION OF INTERSTATE 94
 RT0273'AT MILES CITY, 105.8 METERS (347.0 FT) NORTH AND ACROSS THE HIGHWAY
 RT0273'FROM MILEPOST 6, AT THE NORTHEAST END OF A HEAVILY ERODED RIDGE, 52.4
 RT0273'METERS (172.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 RT0273'29.1 METERS (95.5 FT) NORTHEAST OF THE SOUTHEAST END OF A WOODEN
 RT0273'RIGHT-OF-WAY FENCE BRACE.
 RT0273'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RT0273'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4490 ***********************************************************************
 AA4490  DESIGNATION -  G 63 RESET
 AA4490  PID         -  AA4490
 AA4490  STATE/COUNTY-  MT/ROOSEVELT
 AA4490  USGS QUAD   -  CHELSEA NW (1972)
 AA4490
 AA4490                         *CURRENT SURVEY CONTROL
 AA4490  ___________________________________________________________________
 AA4490* NAD 83(1986)-  48 09 27.     (N)    105 29 46.     (W)     SCALED    
 AA4490* NAVD 88     -       660.16   (+/-2cm)    2165.9    (feet)  VERTCON   
 AA4490  ___________________________________________________________________
 AA4490  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 AA4490
 AA4490  VERT ORDER  -  THIRD (See Below)
 AA4490
 AA4490.The horizontal coordinates were scaled from a topographic map and have
 AA4490.an estimated accuracy of +/- 6 seconds.
 AA4490
 AA4490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4490.The vertical order pertains to the NGVD 29 superseded value.
 AA4490
 AA4490.The geoid height was determined by GEOID03.
 AA4490
 AA4490;                    North         East    Units  Estimated Accuracy
 AA4490;SPC MT       -   441,810.      897,630.      MT  (+/- 180 meters Scaled)
 AA4490
 AA4490                          SUPERSEDED SURVEY CONTROL
 AA4490
 AA4490  NGVD 29 (03/30/06)  659.56   (m)         2163.9    (f) RESET       3  
 AA4490
 AA4490.Superseded values are not recommended for survey control.
 AA4490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4490.See file dsdata.txt to determine how the superseded data were derived.
 AA4490
 AA4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP631339(NAD 83)
 AA4490_MARKER: DV = VERTICAL CONTROL DISK
 AA4490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4490_STAMPING: G 63 RESET 1992
 AA4490_MARK LOGO: NGS   
 AA4490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4490+STABILITY: SURFACE MOTION
 AA4490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4490+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA4490
 AA4490  HISTORY     - Date     Condition        Report By
 AA4490  HISTORY     - 1992     MONUMENTED       MTDOT
 AA4490
 AA4490                          STATION DESCRIPTION
 AA4490
 AA4490'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1992 (DRD)
 AA4490'3.6 MI (5.8 KM) NORTH ALONG STATE HIGHWAY 13 FROM MACON, ROOSEVELT
 AA4490'COUNTY, AT A ROAD CROSSING, 4.0 FT (1.2 M) NORTHEAST OF A POWER POLE
 AA4490'AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0186 ***********************************************************************
 TH0186  DESIGNATION -  G 64
 TH0186  PID         -  TH0186
 TH0186  STATE/COUNTY-  MT/SHERIDAN
 TH0186  USGS QUAD   -  NAVAJO (1973)
 TH0186
 TH0186                         *CURRENT SURVEY CONTROL
 TH0186  ___________________________________________________________________
 TH0186* NAD 83(1986)-  48 48 36.     (N)    105 01 53.     (W)     SCALED    
 TH0186* NAVD 88     -       693.266  (meters)    2274.49   (feet)  ADJUSTED  
 TH0186  ___________________________________________________________________
 TH0186  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 TH0186  DYNAMIC HT  -         693.387 (meters)    2274.89  (feet)  COMP
 TH0186  MODELED GRAV-     980,761.3   (mgal)                       NAVD 88
 TH0186
 TH0186  VERT ORDER  -  SECOND    CLASS 0
 TH0186
 TH0186.The horizontal coordinates were scaled from a topographic map and have
 TH0186.an estimated accuracy of +/- 6 seconds.
 TH0186
 TH0186.The orthometric height was determined by differential leveling
 TH0186.and adjusted by the National Geodetic Survey in June 1991..
 TH0186
 TH0186.The geoid height was determined by GEOID03.
 TH0186
 TH0186.The dynamic height is computed by dividing the NAVD 88
 TH0186.geopotential number by the normal gravity value computed on the
 TH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0186.degrees latitude (g = 980.6199 gals.).
 TH0186
 TH0186.The modeled gravity was interpolated from observed gravity values.
 TH0186
 TH0186;                    North         East    Units  Estimated Accuracy
 TH0186;SPC MT       -   516,100.      928,000.      MT  (+/- 180 meters Scaled)
 TH0186
 TH0186                          SUPERSEDED SURVEY CONTROL
 TH0186
 TH0186  NGVD 29 (??/??/92)  692.708  (m)         2272.66   (f) ADJ UNCH    2 0
 TH0186
 TH0186.Superseded values are not recommended for survey control.
 TH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0186.See file dsdata.txt to determine how the superseded data were derived.
 TH0186
 TH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ976063(NAD 83)
 TH0186_MARKER: DB = BENCH MARK DISK
 TH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0186_STAMPING: G 64 1934
 TH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0186+STABILITY: SURFACE MOTION
 TH0186
 TH0186  HISTORY     - Date     Condition        Report By
 TH0186  HISTORY     - 1934     MONUMENTED       CGS
 TH0186
 TH0186                          STATION DESCRIPTION
 TH0186
 TH0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0186'4.5 MI W FROM REDSTONE.
 TH0186'4.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0186'REDSTONE, SHERIDAN COUNTY, 68 YARDS NORTH OF MILEPOST 79, 94 FEET WEST
 TH0186'OF THE CENTERLINE OF THE TRACK, AND 7 FEET WEST OF THE RIGHT-OF-WAY
 TH0186'FENCE.  A STANDARD DISK, STAMPED G 64 1934 AND SET IN THE TOP OF A
 TH0186'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0217 ***********************************************************************
 SR0217  DESIGNATION -  G 65
 SR0217  PID         -  SR0217
 SR0217  STATE/COUNTY-  MT/FERGUS
 SR0217  USGS QUAD   -  REPPE BUTTE (1985)
 SR0217
 SR0217                         *CURRENT SURVEY CONTROL
 SR0217  ___________________________________________________________________
 SR0217* NAD 83(1986)-  47 43 31.     (N)    109 00 35.     (W)     SCALED    
 SR0217* NAVD 88     -       951.883  (meters)    3122.97   (feet)  ADJUSTED  
 SR0217  ___________________________________________________________________
 SR0217  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 SR0217  DYNAMIC HT  -         951.898 (meters)    3123.02  (feet)  COMP
 SR0217  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 SR0217
 SR0217  VERT ORDER  -  FIRST     CLASS II
 SR0217
 SR0217.The horizontal coordinates were scaled from a topographic map and have
 SR0217.an estimated accuracy of +/- 6 seconds.
 SR0217
 SR0217.The orthometric height was determined by differential leveling
 SR0217.and adjusted by the National Geodetic Survey in June 1991..
 SR0217
 SR0217.The geoid height was determined by GEOID03.
 SR0217
 SR0217.The dynamic height is computed by dividing the NAVD 88
 SR0217.geopotential number by the normal gravity value computed on the
 SR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0217.degrees latitude (g = 980.6199 gals.).
 SR0217
 SR0217.The modeled gravity was interpolated from observed gravity values.
 SR0217
 SR0217;                    North         East    Units  Estimated Accuracy
 SR0217;SPC MT       -   386,280.      636,760.      MT  (+/- 180 meters Scaled)
 SR0217
 SR0217                          SUPERSEDED SURVEY CONTROL
 SR0217
 SR0217  NGVD 29 (??/??/92)  951.110  (m)         3120.43   (f) ADJ UNCH    1 2
 SR0217
 SR0217.Superseded values are not recommended for survey control.
 SR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0217.See file dsdata.txt to determine how the superseded data were derived.
 SR0217
 SR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT492876(NAD 83)
 SR0217_MARKER: DB = BENCH MARK DISK
 SR0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0217_STAMPING: 3120.433 G 65 1933
 SR0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0217+STABILITY: SURFACE MOTION
 SR0217
 SR0217  HISTORY     - Date     Condition        Report By
 SR0217  HISTORY     - 1933     MONUMENTED       CGS
 SR0217  HISTORY     - 1934     GOOD             NGS
 SR0217  HISTORY     - 1979     GOOD             USGS
 SR0217
 SR0217                          STATION DESCRIPTION
 SR0217
 SR0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0217'26.9 MI NE FROM WINIFRED.
 SR0217'26.9 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM WINIFRED, FERGUS
 SR0217'COUNTY, 225 YARDS SOUTHEAST OF AN OLD RANCH HOUSE AND LOG BARN, 53
 SR0217'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF A
 SR0217'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED 3120.433 G 65 1933
 SR0217'AND SET IN THE TOP OF A CONCRETE POST.
 SR0217
 SR0217                          STATION RECOVERY (1979)
 SR0217
 SR0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0217'ABOUT 1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0217'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0217'0.5 MILE NORTH, 1.9 MILES EAST, 1.0 MILE NORTH, 3.95 MILES EAST, 1.0
 SR0217'MILE NORTH, 2.0 MILES EAST AND 8.0 MILES NORTH-NORTHEAST ALL ALONG A
 SR0217'GRAVELED ROAD TO CURVE EAST IN GRAVELED ROAD. CONTINUE EAST FOR 1.0
 SR0217'MILE TO END OF GRAVELED ROAD AT DRIVEWAY SOUTH. CONTINUE
 SR0217'EAST-NORTHEAST ON DIRT ROAD FOR 4.2 MILES TO CURVE EAST. CONTINUE
 SR0217'EAST ON DIRT ROAD FOR 2.1 MILES TO TRACK ROAD NORTHEAST. NEAR THE SE
 SR0217'CORNER OF NW 1/4 OF THE NE 1/4 OF SECTION 34 T23N R21E. THE BENCH
 SR0217'MARK IS 468 FEET EAST OF AND 68 FEET NORTH OF DIRT ROAD EAST AT TRACK
 SR0217'ROAD NORTHEAST. A STANDARD DISK, STAMPED 3120.433 G 65 1933 AND SET
 SR0217'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0019 ***********************************************************************
 SR0019  DESIGNATION -  G 66
 SR0019  PID         -  SR0019
 SR0019  STATE/COUNTY-  MT/PHILLIPS
 SR0019  USGS QUAD   -  COBURN BUTTE (1971)
 SR0019
 SR0019                         *CURRENT SURVEY CONTROL
 SR0019  ___________________________________________________________________
 SR0019* NAD 83(1986)-  47 58 42.     (N)    108 17 01.     (W)     SCALED    
 SR0019* NAVD 88     -       924.351  (meters)    3032.64   (feet)  ADJUSTED  
 SR0019  ___________________________________________________________________
 SR0019  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 SR0019  DYNAMIC HT  -         924.376 (meters)    3032.72  (feet)  COMP
 SR0019  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 SR0019
 SR0019  VERT ORDER  -  FIRST     CLASS II
 SR0019
 SR0019.The horizontal coordinates were scaled from a topographic map and have
 SR0019.an estimated accuracy of +/- 6 seconds.
 SR0019
 SR0019.The orthometric height was determined by differential leveling
 SR0019.and adjusted by the National Geodetic Survey in June 1991..
 SR0019.WARNING-Repeat measurements at this control monument indicate possible
 SR0019.vertical movement.
 SR0019
 SR0019.The geoid height was determined by GEOID03.
 SR0019
 SR0019.The dynamic height is computed by dividing the NAVD 88
 SR0019.geopotential number by the normal gravity value computed on the
 SR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0019.degrees latitude (g = 980.6199 gals.).
 SR0019
 SR0019.The modeled gravity was interpolated from observed gravity values.
 SR0019
 SR0019;                    North         East    Units  Estimated Accuracy
 SR0019;SPC MT       -   414,990.      690,770.      MT  (+/- 180 meters Scaled)
 SR0019
 SR0019                          SUPERSEDED SURVEY CONTROL
 SR0019
 SR0019  NGVD 29 (??/??/92)  923.532  (m)         3029.95   (f) ADJ UNCH    1 2
 SR0019
 SR0019.Superseded values are not recommended for survey control.
 SR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0019.See file dsdata.txt to determine how the superseded data were derived.
 SR0019
 SR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYU027174(NAD 83)
 SR0019_MARKER: DB = BENCH MARK DISK
 SR0019_SETTING: 80 = SET IN A BOULDER
 SR0019_STAMPING: 3029.955 G 66 1933
 SR0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0019+STABILITY: SURFACE MOTION
 SR0019
 SR0019  HISTORY     - Date     Condition        Report By
 SR0019  HISTORY     - 1933     MONUMENTED       CGS
 SR0019  HISTORY     - 1965     GOOD             USGS
 SR0019  HISTORY     - 1980     GOOD             NGS
 SR0019
 SR0019                          STATION DESCRIPTION
 SR0019
 SR0019'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SR0019'14.5 MI NE FROM ZORTMAN.
 SR0019'ZORTMAN, 8.5 MI. E. ALONG GRADED ROAD, THENCE 6.0 MI. NE ALONG U.S.
 SR0019'HWY. 191.  582 FT. DUE W. OF CENTER LINE OF HWY. AT CULVERT.  165 FT.
 SR0019'S OF CENTER OF SMALL DAM.  IN A BURIED BOULDER PROJECTING 1.0 FT.,
 SR0019'STANDARD TABLET STAMPED 3029.955 G 66 1933.
 SR0019
 SR0019                          STATION RECOVERY (1980)
 SR0019
 SR0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0019'54.5 KM (33.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0019'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 SR0019'2.3 KM (1.45 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 SR0019'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, IN THE TOP OF A 3X2X1 FT
 SR0019'BOULDER, 119.5 METERS (392.0 FT) NORTHWEST OF THE CENTERLINE OF
 SR0019'THE HIGHWAY, 94.7 METERS (310.7 FT) NORTHWEST OF A POWER POLE
 SR0019'WITH 3 GUY WIRES, 98.4 METERS (322.8 FT) NORTHWEST OF A FENCE,
 SR0019'42.1 METERS (138.0 FT) SOUTH-SOUTHEAST OF A TREE WHICH IS IN THE
 SR0019'FACE OF A STOCK DAM, AND 2.4 METERS (8.0 FT) SOUTHWEST OF THE EDGE
 SR0019'OF A CUT BANK.  NOTE=THIS MARK HAS BEEN SCRAPED.
 SR0019'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0286 ***********************************************************************
 QY0286  DESIGNATION -  G 67
 QY0286  PID         -  QY0286
 QY0286  STATE/COUNTY-  MT/BEAVERHEAD
 QY0286  USGS QUAD   -  FOX GULCH (1988)
 QY0286
 QY0286                         *CURRENT SURVEY CONTROL
 QY0286  ___________________________________________________________________
 QY0286* NAD 83(1986)-  45 25 13.     (N)    113 26 12.     (W)     SCALED    
 QY0286* NAVD 88     -      1939.027  (meters)    6361.62   (feet)  ADJUSTED  
 QY0286  ___________________________________________________________________
 QY0286  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 QY0286  DYNAMIC HT  -        1938.040 (meters)    6358.39  (feet)  COMP
 QY0286  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 QY0286
 QY0286  VERT ORDER  -  SECOND    CLASS 0
 QY0286
 QY0286.The horizontal coordinates were scaled from a topographic map and have
 QY0286.an estimated accuracy of +/- 6 seconds.
 QY0286
 QY0286.The orthometric height was determined by differential leveling
 QY0286.and adjusted by the National Geodetic Survey in June 1991..
 QY0286
 QY0286.The geoid height was determined by GEOID03.
 QY0286
 QY0286.The dynamic height is computed by dividing the NAVD 88
 QY0286.geopotential number by the normal gravity value computed on the
 QY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0286.degrees latitude (g = 980.6199 gals.).
 QY0286
 QY0286.The modeled gravity was interpolated from observed gravity values.
 QY0286
 QY0286;                    North         East    Units  Estimated Accuracy
 QY0286;SPC MT       -   137,810.      292,080.      MT  (+/- 180 meters Scaled)
 QY0286
 QY0286                          SUPERSEDED SURVEY CONTROL
 QY0286
 QY0286  NGVD 29 (??/??/92) 1937.688  (m)         6357.23   (f) ADJ UNCH    2 0
 QY0286
 QY0286.Superseded values are not recommended for survey control.
 QY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0286.See file dsdata.txt to determine how the superseded data were derived.
 QY0286
 QY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR093325(NAD 83)
 QY0286_MARKER: DB = BENCH MARK DISK
 QY0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0286_STAMPING: G 67 1934
 QY0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0286+STABILITY: SURFACE MOTION
 QY0286
 QY0286  HISTORY     - Date     Condition        Report By
 QY0286  HISTORY     - 1934     MONUMENTED       CGS
 QY0286  HISTORY     - 1974     MARK NOT FOUND   USGS
 QY0286
 QY0286                          STATION DESCRIPTION
 QY0286
 QY0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0286'3.9 MI N FROM JACKSON.
 QY0286'3.9 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE PUBLIC SCHOOL AT
 QY0286'JACKSON, BEAVERHEAD COUNTY, 0.5 MILE SOUTHEAST OF THE ENTRANCE GATE TO
 QY0286'THE FRED L.  HIRSCHEY RANCH IN 1934, 355 FEET NORTHWEST OF A SUMMIT IN
 QY0286'THE HIGHWAY, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 30
 QY0286'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET SOUTHEAST OF
 QY0286'A TELEPHONE POLE, AND 1 FOOT NORTHEAST OF A FENCE.  A STANDARD DISK,
 QY0286'STAMPED G 67 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 QY0286'HIGHWAY HAS BEEN WIDENED AND REGRADED AT THIS POINT.
 QY0286
 QY0286                          STATION RECOVERY (1974)
 QY0286
 QY0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QY0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0175 ***********************************************************************
 QY0175  DESIGNATION -  G 68
 QY0175  PID         -  QY0175
 QY0175  STATE/COUNTY-  MT/BEAVERHEAD
 QY0175  USGS QUAD   -  BURNS MOUNTAIN (1979)
 QY0175
 QY0175                         *CURRENT SURVEY CONTROL
 QY0175  ___________________________________________________________________
 QY0175* NAD 83(1986)-  45 14 10.     (N)    112 45 20.     (W)     SCALED    
 QY0175* NAVD 88     -      1707.591  (meters)    5602.32   (feet)  ADJUSTED  
 QY0175  ___________________________________________________________________
 QY0175  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 QY0175  DYNAMIC HT  -        1706.838 (meters)    5599.85  (feet)  COMP
 QY0175  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 QY0175
 QY0175  VERT ORDER  -  SECOND    CLASS 0
 QY0175
 QY0175.The horizontal coordinates were scaled from a topographic map and have
 QY0175.an estimated accuracy of +/- 6 seconds.
 QY0175
 QY0175.The orthometric height was determined by differential leveling
 QY0175.and adjusted by the National Geodetic Survey in June 1991..
 QY0175
 QY0175.The geoid height was determined by GEOID03.
 QY0175
 QY0175.The dynamic height is computed by dividing the NAVD 88
 QY0175.geopotential number by the normal gravity value computed on the
 QY0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0175.degrees latitude (g = 980.6199 gals.).
 QY0175
 QY0175.The modeled gravity was interpolated from observed gravity values.
 QY0175
 QY0175;                    North         East    Units  Estimated Accuracy
 QY0175;SPC MT       -   114,910.      344,470.      MT  (+/- 180 meters Scaled)
 QY0175
 QY0175                          SUPERSEDED SURVEY CONTROL
 QY0175
 QY0175  NGVD 29 (??/??/92) 1706.396  (m)         5598.40   (f) ADJ UNCH    2 0
 QY0175
 QY0175.Superseded values are not recommended for survey control.
 QY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0175.See file dsdata.txt to determine how the superseded data were derived.
 QY0175
 QY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR622106(NAD 83)
 QY0175_MARKER: DB = BENCH MARK DISK
 QY0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0175_STAMPING: G 68 1934
 QY0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0175+STABILITY: SURFACE MOTION
 QY0175
 QY0175  HISTORY     - Date     Condition        Report By
 QY0175  HISTORY     - 1934     MONUMENTED       CGS
 QY0175
 QY0175                          STATION DESCRIPTION
 QY0175
 QY0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0175'6.5 MI W FROM DILLON.
 QY0175'6.5 MILES WEST ALONG STATE HIGHWAY 36 FROM THE UNION PACIFIC RAILROAD
 QY0175'STATION AT DILLON, BEAVERHEAD COUNTY, 570 FEET WEST OF THE SUMMIT OF A
 QY0175'RIDGE CO CROSSING THE HIGHWAY AT RIGHT-ANGLES 8 FEET EAST OF THE FIFTH
 QY0175'POLE EAST OF A FENCE CORNER, ON THE INSIDE OF A CURVE, 37 FEET WEST OF
 QY0175'A WATERCOURSE, AND 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 QY0175'STANDARD DISK, STAMPED G 68 1934 AND SET IN THE TOP OF A CONCRETE
 QY0175'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0451 ***********************************************************************
 RX0451  DESIGNATION -  G 69
 RX0451  PID         -  RX0451
 RX0451  STATE/COUNTY-  MT/DEER LODGE
 RX0451  USGS QUAD   -  ANACONDA SOUTH (1996)
 RX0451
 RX0451                         *CURRENT SURVEY CONTROL
 RX0451  ___________________________________________________________________
 RX0451* NAD 83(1986)-  46 04 36.     (N)    112 56 24.     (W)     SCALED    
 RX0451* NAVD 88     -      1707.403  (meters)    5601.70   (feet)  ADJUSTED  
 RX0451  ___________________________________________________________________
 RX0451  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 RX0451  DYNAMIC HT  -        1706.752 (meters)    5599.57  (feet)  COMP
 RX0451  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 RX0451
 RX0451  VERT ORDER  -  SECOND    CLASS 0
 RX0451
 RX0451.The horizontal coordinates were scaled from a topographic map and have
 RX0451.an estimated accuracy of +/- 6 seconds.
 RX0451
 RX0451.The orthometric height was determined by differential leveling
 RX0451.and adjusted by the National Geodetic Survey in June 1991..
 RX0451
 RX0451.The geoid height was determined by GEOID03.
 RX0451
 RX0451.The dynamic height is computed by dividing the NAVD 88
 RX0451.geopotential number by the normal gravity value computed on the
 RX0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0451.degrees latitude (g = 980.6199 gals.).
 RX0451
 RX0451.The modeled gravity was interpolated from observed gravity values.
 RX0451
 RX0451;                    North         East    Units  Estimated Accuracy
 RX0451;SPC MT       -   208,840.      334,110.      MT  (+/- 180 meters Scaled)
 RX0451
 RX0451                          SUPERSEDED SURVEY CONTROL
 RX0451
 RX0451  NGVD 29 (??/??/92) 1706.202  (m)         5597.76   (f) ADJ UNCH    2 0
 RX0451
 RX0451.Superseded values are not recommended for survey control.
 RX0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0451.See file dsdata.txt to determine how the superseded data were derived.
 RX0451
 RX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS499043(NAD 83)
 RX0451_MARKER: DB = BENCH MARK DISK
 RX0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0451_STAMPING: G 69 1934
 RX0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0451+STABILITY: SURFACE MOTION
 RX0451
 RX0451  HISTORY     - Date     Condition        Report By
 RX0451  HISTORY     - 1934     MONUMENTED       CGS
 RX0451  HISTORY     - 1958     MARK NOT FOUND   USGS
 RX0451
 RX0451                          STATION DESCRIPTION
 RX0451
 RX0451'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX0451'1.9 MI SE FROM ANACONDA.
 RX0451'1.9 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 43 FROM THE CROSSING OF
 RX0451'THE BUTTE, ANACONDA AND PACIFIC RAILWAY AT ANACONDA, DEER LODGE
 RX0451'COUNTY, 0.7 MILE NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 RX0451'SOUTHEAST UP A CANYON, 400 FEET NORTHWEST OF THE MOUTH OF A SMALL
 RX0451'GULCH, AT THE SOUTHWEST END OF A HIGHWAY CUT ON THE SIDE OF A HILL, 80
 RX0451'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD
 RX0451'LEADING NORTHWEST, AND 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 RX0451'HIGHWAY.  A STANDARD DISK, STAMPED G 69 1934 AND SET IN THE TOP OF A
 RX0451'CONCRETE POST.  NOTE-- PROBABLY WAS DESTROYED WHEN GRADING FOR THE NEW
 RX0451'HIGHWAY NOW CALLED MILL CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0229 ***********************************************************************
 QV0229  DESIGNATION -  G 7
 QV0229  PID         -  QV0229
 QV0229  STATE/COUNTY-  MT/YELLOWSTONE
 QV0229  USGS QUAD   -  POMPEYS PILLAR (1980)
 QV0229
 QV0229                         *CURRENT SURVEY CONTROL
 QV0229  ___________________________________________________________________
 QV0229* NAD 83(1986)-  45 54 13.     (N)    107 58 53.     (W)     SCALED    
 QV0229* NAVD 88     -       921.381  (meters)    3022.90   (feet)  ADJUSTED  
 QV0229  ___________________________________________________________________
 QV0229  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 QV0229  DYNAMIC HT  -         921.208 (meters)    3022.33  (feet)  COMP
 QV0229  MODELED GRAV-     980,396.6   (mgal)                       NAVD 88
 QV0229
 QV0229  VERT ORDER  -  FIRST     CLASS II
 QV0229
 QV0229.The horizontal coordinates were scaled from a topographic map and have
 QV0229.an estimated accuracy of +/- 6 seconds.
 QV0229
 QV0229.The orthometric height was determined by differential leveling
 QV0229.and adjusted by the National Geodetic Survey in June 1991..
 QV0229
 QV0229.The geoid height was determined by GEOID03.
 QV0229
 QV0229.The dynamic height is computed by dividing the NAVD 88
 QV0229.geopotential number by the normal gravity value computed on the
 QV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0229.degrees latitude (g = 980.6199 gals.).
 QV0229
 QV0229.The modeled gravity was interpolated from observed gravity values.
 QV0229
 QV0229;                    North         East    Units  Estimated Accuracy
 QV0229;SPC MT       -   184,910.      717,780.      MT  (+/- 180 meters Scaled)
 QV0229
 QV0229                          SUPERSEDED SURVEY CONTROL
 QV0229
 QV0229  NGVD 29 (??/??/92)  920.653  (m)         3020.51   (f) ADJ UNCH    1 2
 QV0229
 QV0229.Superseded values are not recommended for survey control.
 QV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0229.See file dsdata.txt to determine how the superseded data were derived.
 QV0229
 QV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL687876(NAD 83)
 QV0229_MARKER: P = PIPE CAP
 QV0229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QV0229_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QV0229_STAMPING: G 7 1908 3020.309
 QV0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0229
 QV0229  HISTORY     - Date     Condition        Report By
 QV0229  HISTORY     - 1908     MONUMENTED       CGS
 QV0229  HISTORY     - 1957     GOOD             NGS
 QV0229
 QV0229                          STATION DESCRIPTION
 QV0229
 QV0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0229'18.3 MI E FROM HUNTLEY.
 QV0229'ABOUT 18.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0229'RAILROAD FROM THE STATION AT HUNTLEY, 0.3 MILE SOUTHEAST OF MILEPOST
 QV0229'811, 76 FEET NORTHEAST OF THE NORTHEAST RAIL, 22 FEET SOUTHWEST OF THE
 QV0229'CENTER LINE OF A DIRT ROAD, 42 FEET EAST OF A TELEPHONE POLE, 4 FEET
 QV0229'NORTHEAST OF THE FENCE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 QV0229'POST, A CAP ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 12 INCHES.
 QV0229'NOTE-- G 7 1908 WAS STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0362 ***********************************************************************
 ST0362  DESIGNATION -  G 7 U
 ST0362  PID         -  ST0362
 ST0362  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0362  USGS QUAD   -  COMB ROCK (1979)
 ST0362
 ST0362                         *CURRENT SURVEY CONTROL
 ST0362  ___________________________________________________________________
 ST0362* NAD 83(1992)-  47 14 07.20720(N)    112 13 54.88972(W)     ADJUSTED  
 ST0362* NAVD 88     -      1359.674  (meters)    4460.86   (feet)  ADJUSTED  
 ST0362  ___________________________________________________________________
 ST0362  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 ST0362  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 ST0362  DYNAMIC HT  -        1359.480 (meters)    4460.23  (feet)  COMP
 ST0362  MODELED GRAV-     980,422.6   (mgal)                       NAVD 88
 ST0362
 ST0362  HORZ ORDER  -  THIRD
 ST0362  VERT ORDER  -  SECOND    CLASS 0
 ST0362
 ST0362.The horizontal coordinates were established by classical geodetic methods
 ST0362.and adjusted by the National Geodetic Survey in December 2001..
 ST0362
 ST0362.The orthometric height was determined by differential leveling
 ST0362.and adjusted by the National Geodetic Survey in June 1991..
 ST0362
 ST0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0362
 ST0362.The geoid height was determined by GEOID03.
 ST0362
 ST0362.The dynamic height is computed by dividing the NAVD 88
 ST0362.geopotential number by the normal gravity value computed on the
 ST0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0362.degrees latitude (g = 980.6199 gals.).
 ST0362
 ST0362.The modeled gravity was interpolated from observed gravity values.
 ST0362
 ST0362;                    North         East     Units Scale Factor Converg.
 ST0362;SPC MT       -   335,329.607   393,301.655   MT  0.99940017   -1 59 54.3
 ST0362;SPC MT       - 1,100,162.75  1,290,359.76   iFT  0.99940017   -1 59 54.3
 ST0362;UTM  12      - 5,232,052.593   406,755.623   MT  0.99970685   -0 54 16.1
 ST0362
 ST0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0362!SPC MT       -   0.99978903  x   0.99940017  =   0.99918932
 ST0362!UTM  12      -   0.99978903  x   0.99970685  =   0.99949594
 ST0362
 ST0362                          SUPERSEDED SURVEY CONTROL
 ST0362
 ST0362  NAVD 88 (12/21/01) 1359.67   (m)         4460.9    (f) LEVELING    3  
 ST0362  NGVD 29 (??/??/92) 1358.688  (m)         4457.63   (f) ADJ UNCH    2 0
 ST0362
 ST0362.Superseded values are not recommended for survey control.
 ST0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0362.See file dsdata.txt to determine how the superseded data were derived.
 ST0362
 ST0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT0675632053(NAD 83)
 ST0362_MARKER: DS = TRIANGULATION STATION DISK
 ST0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0362_STAMPING: G 7 U 1961
 ST0362_MARK LOGO: CGS   
 ST0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0362+STABILITY: SURFACE MOTION
 ST0362
 ST0362  HISTORY     - Date     Condition        Report By
 ST0362  HISTORY     - 1961     MONUMENTED       CGS
 ST0362  HISTORY     - 19830307 GOOD             NGS
 ST0362
 ST0362                          STATION DESCRIPTION
 ST0362
 ST0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0362'5.45 MI SW FROM BOWMANS CORNER.
 ST0362'5.25 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0362'HIGHWAY 287 AT BOWMANS CORNER, THENCE 0.2 MILE WEST ALONG A FENCE
 ST0362'LINE, ON THE NORTHEAST SLOPE OF A HILL, 76 FEET SOUTHEAST OF A FENCE,
 ST0362'57.6 FEET EAST-SOUTHEAST OF REFERENCE MARK G 7 U R.M. 2, 49.5 FEET
 ST0362'NORTH OF REFERENCE MARK G 7 U R.M. 1, 4.5 FEET WEST OF A WITNESS POST,
 ST0362'ABOUT LEVEL WITH REFERENCE MARK NO. 1, AND SET IN THE TOP OF A
 ST0362'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ST0362
 ST0362                          STATION RECOVERY (1983)
 ST0362
 ST0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 ST0362'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 ST0362'RECOVERED IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AS THERE IS
 ST0362'NO DATE AVAILABLE TO CHECK IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0368 ***********************************************************************
 ST0368  DESIGNATION -  G 7 U AZ MK
 ST0368  PID         -  ST0368
 ST0368  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0368  USGS QUAD   -  COMB ROCK (1979)
 ST0368
 ST0368                         *CURRENT SURVEY CONTROL
 ST0368  ___________________________________________________________________
 ST0368* NAD 83(1986)-  47 14 27.     (N)    112 13 32.     (W)     SCALED    
 ST0368* NAVD 88     -      1298.150  (meters)    4259.01   (feet)  ADJUSTED  
 ST0368  ___________________________________________________________________
 ST0368  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 ST0368  DYNAMIC HT  -        1297.963 (meters)    4258.40  (feet)  COMP
 ST0368  MODELED GRAV-     980,422.9   (mgal)                       NAVD 88
 ST0368
 ST0368  VERT ORDER  -  SECOND    CLASS 0
 ST0368
 ST0368.The horizontal coordinates were scaled from a topographic map and have
 ST0368.an estimated accuracy of +/- 6 seconds.
 ST0368
 ST0368.The orthometric height was determined by differential leveling
 ST0368.and adjusted by the National Geodetic Survey in June 1991..
 ST0368
 ST0368.The geoid height was determined by GEOID03.
 ST0368
 ST0368.The dynamic height is computed by dividing the NAVD 88
 ST0368.geopotential number by the normal gravity value computed on the
 ST0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0368.degrees latitude (g = 980.6199 gals.).
 ST0368
 ST0368.The modeled gravity was interpolated from observed gravity values.
 ST0368
 ST0368;                    North         East    Units  Estimated Accuracy
 ST0368;SPC MT       -   335,920.      393,800.      MT  (+/- 180 meters Scaled)
 ST0368
 ST0368                          SUPERSEDED SURVEY CONTROL
 ST0368
 ST0368  NGVD 29 (??/??/92) 1297.157  (m)         4255.76   (f) ADJ UNCH    2 0
 ST0368
 ST0368.Superseded values are not recommended for survey control.
 ST0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0368.See file dsdata.txt to determine how the superseded data were derived.
 ST0368
 ST0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT072326(NAD 83)
 ST0368_MARKER: DZ = AZIMUTH MARK DISK
 ST0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0368_STAMPING: G 7 U 1961
 ST0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0368+STABILITY: SURFACE MOTION
 ST0368
 ST0368  HISTORY     - Date     Condition        Report By
 ST0368  HISTORY     - 1961     MONUMENTED       CGS
 ST0368
 ST0368                          STATION DESCRIPTION
 ST0368
 ST0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0368'4.85 MI SW FROM BOWMANS CORNER.
 ST0368'4.85 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0368'HIGHWAY 287 AT BOWMANS CORNER, 0.05 MILE SOUTH OF A BRIDGE, ON TOP OF
 ST0368'A SMALL CUT, 150 FEET SOUTH OF THE CENTER LINE OF A GRAVELED FARM
 ST0368'ROAD, 79 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 ST0368'WEST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER
 ST0368'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 ST0368'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0364 ***********************************************************************
 ST0364  DESIGNATION -  G 7 U RM 1
 ST0364  PID         -  ST0364
 ST0364  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0364  USGS QUAD   -  COMB ROCK (1979)
 ST0364
 ST0364                         *CURRENT SURVEY CONTROL
 ST0364  ___________________________________________________________________
 ST0364* NAD 83(1986)-  47 14 06.     (N)    112 13 58.     (W)     SCALED    
 ST0364* NAVD 88     -      1361.954  (meters)    4468.34   (feet)  ADJUSTED  
 ST0364  ___________________________________________________________________
 ST0364  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 ST0364  DYNAMIC HT  -        1361.760 (meters)    4467.71  (feet)  COMP
 ST0364  MODELED GRAV-     980,422.6   (mgal)                       NAVD 88
 ST0364
 ST0364  VERT ORDER  -  SECOND    CLASS 0
 ST0364
 ST0364.The horizontal coordinates were scaled from a topographic map and have
 ST0364.an estimated accuracy of +/- 6 seconds.
 ST0364
 ST0364.The orthometric height was determined by differential leveling
 ST0364.and adjusted by the National Geodetic Survey in June 1991..
 ST0364
 ST0364.The geoid height was determined by GEOID03.
 ST0364
 ST0364.The dynamic height is computed by dividing the NAVD 88
 ST0364.geopotential number by the normal gravity value computed on the
 ST0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0364.degrees latitude (g = 980.6199 gals.).
 ST0364
 ST0364.The modeled gravity was interpolated from observed gravity values.
 ST0364
 ST0364;                    North         East    Units  Estimated Accuracy
 ST0364;SPC MT       -   335,300.      393,240.      MT  (+/- 180 meters Scaled)
 ST0364
 ST0364                          SUPERSEDED SURVEY CONTROL
 ST0364
 ST0364  NGVD 29 (??/??/92) 1360.968  (m)         4465.11   (f) ADJ UNCH    2 0
 ST0364
 ST0364.Superseded values are not recommended for survey control.
 ST0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0364.See file dsdata.txt to determine how the superseded data were derived.
 ST0364
 ST0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT066320(NAD 83)
 ST0364_MARKER: DR = REFERENCE MARK DISK
 ST0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0364_STAMPING: G 7 U NO. 1 1961
 ST0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0364+STABILITY: SURFACE MOTION
 ST0364
 ST0364  HISTORY     - Date     Condition        Report By
 ST0364  HISTORY     - 1961     MONUMENTED       CGS
 ST0364
 ST0364                          STATION DESCRIPTION
 ST0364
 ST0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0364'5.45 MI SW FROM BOWMANS CORNER.
 ST0364'5.25 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0364'HIGHWAY 287 AT BOWMANS CORNER, THENCE 0.2 MILE WEST ALONG A FENCE
 ST0364'LINE, 82.9 FEET SOUTHEAST OF REFERENCE MARK G 7 R R.M. 2, 49.5 FEET
 ST0364'SOUTH OF TRIANGULATION STATION G 7 U, 50.5 FEET SOUTH OF A WITNESS
 ST0364'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 ST0364'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0363 ***********************************************************************
 ST0363  DESIGNATION -  G 7 U RM 2
 ST0363  PID         -  ST0363
 ST0363  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0363  USGS QUAD   -  COMB ROCK (1979)
 ST0363
 ST0363                         *CURRENT SURVEY CONTROL
 ST0363  ___________________________________________________________________
 ST0363* NAD 83(1986)-  47 14 08.     (N)    112 13 58.     (W)     SCALED    
 ST0363* NAVD 88     -      1360.605  (meters)    4463.92   (feet)  ADJUSTED  
 ST0363  ___________________________________________________________________
 ST0363  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 ST0363  DYNAMIC HT  -        1360.412 (meters)    4463.28  (feet)  COMP
 ST0363  MODELED GRAV-     980,422.6   (mgal)                       NAVD 88
 ST0363
 ST0363  VERT ORDER  -  SECOND    CLASS 0
 ST0363
 ST0363.The horizontal coordinates were scaled from a topographic map and have
 ST0363.an estimated accuracy of +/- 6 seconds.
 ST0363
 ST0363.The orthometric height was determined by differential leveling
 ST0363.and adjusted by the National Geodetic Survey in June 1991..
 ST0363
 ST0363.The geoid height was determined by GEOID03.
 ST0363
 ST0363.The dynamic height is computed by dividing the NAVD 88
 ST0363.geopotential number by the normal gravity value computed on the
 ST0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0363.degrees latitude (g = 980.6199 gals.).
 ST0363
 ST0363.The modeled gravity was interpolated from observed gravity values.
 ST0363
 ST0363;                    North         East    Units  Estimated Accuracy
 ST0363;SPC MT       -   335,360.      393,240.      MT  (+/- 180 meters Scaled)
 ST0363
 ST0363                          SUPERSEDED SURVEY CONTROL
 ST0363
 ST0363  NGVD 29 (??/??/92) 1359.620  (m)         4460.69   (f) ADJ UNCH    2 0
 ST0363
 ST0363.Superseded values are not recommended for survey control.
 ST0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0363.See file dsdata.txt to determine how the superseded data were derived.
 ST0363
 ST0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT066320(NAD 83)
 ST0363_MARKER: DR = REFERENCE MARK DISK
 ST0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0363_STAMPING: G 7 U NO. 2 1961
 ST0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0363+STABILITY: SURFACE MOTION
 ST0363
 ST0363  HISTORY     - Date     Condition        Report By
 ST0363  HISTORY     - 1961     MONUMENTED       CGS
 ST0363
 ST0363                          STATION DESCRIPTION
 ST0363
 ST0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0363'5.45 MI SW FROM BOWMANS CORNER.
 ST0363'5.25 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0363'HIGHWAY 287 AT BOWMANS CORNER, THENCE 0.2 MILE WEST ALONG A FENCE
 ST0363'LINE, 57.6 FEET WEST-NORTHWEST OF TRIANGULATION STATION G 7 U, 82.9
 ST0363'FEET NORTHWEST OF REFERENCE MARK G 7 U R.M. 1, ABOUT 2 FEET HIGHER
 ST0363'THAN THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 ST0363'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0270 ***********************************************************************
 QY0270  DESIGNATION -  G 70
 QY0270  PID         -  QY0270
 QY0270  STATE/COUNTY-  MT/BEAVERHEAD
 QY0270  USGS QUAD   -  MUD LAKE (1994)
 QY0270
 QY0270                         *CURRENT SURVEY CONTROL
 QY0270  ___________________________________________________________________
 QY0270* NAD 83(1986)-  45 39 43.     (N)    113 26 23.     (W)     SCALED    
 QY0270* NAVD 88     -      1853.766  (meters)    6081.90   (feet)  ADJUSTED  
 QY0270  ___________________________________________________________________
 QY0270  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 QY0270  DYNAMIC HT  -        1852.887 (meters)    6079.01  (feet)  COMP
 QY0270  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 QY0270
 QY0270  VERT ORDER  -  SECOND    CLASS 0
 QY0270
 QY0270.The horizontal coordinates were scaled from a topographic map and have
 QY0270.an estimated accuracy of +/- 6 seconds.
 QY0270
 QY0270.The orthometric height was determined by differential leveling
 QY0270.and adjusted by the National Geodetic Survey in June 1991..
 QY0270
 QY0270.The geoid height was determined by GEOID03.
 QY0270
 QY0270.The dynamic height is computed by dividing the NAVD 88
 QY0270.geopotential number by the normal gravity value computed on the
 QY0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0270.degrees latitude (g = 980.6199 gals.).
 QY0270
 QY0270.The modeled gravity was interpolated from observed gravity values.
 QY0270
 QY0270;                    North         East    Units  Estimated Accuracy
 QY0270;SPC MT       -   164,640.      293,190.      MT  (+/- 180 meters Scaled)
 QY0270
 QY0270                          SUPERSEDED SURVEY CONTROL
 QY0270
 QY0270  NGVD 29 (??/??/92) 1852.458  (m)         6077.61   (f) ADJ UNCH    2 0
 QY0270
 QY0270.Superseded values are not recommended for survey control.
 QY0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0270.See file dsdata.txt to determine how the superseded data were derived.
 QY0270
 QY0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR099593(NAD 83)
 QY0270_MARKER: DB = BENCH MARK DISK
 QY0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0270_STAMPING: G-70 1934
 QY0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0270+STABILITY: SURFACE MOTION
 QY0270
 QY0270  HISTORY     - Date     Condition        Report By
 QY0270  HISTORY     - 1934     MONUMENTED       CGS
 QY0270
 QY0270                          STATION DESCRIPTION
 QY0270
 QY0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0270'3.3 MI N FROM WISDOM.
 QY0270'3.3 MILES NORTH OF, ALONG STATE HWY. 43, FROM WISDOM PUBLIC SCHOOL.
 QY0270'670 FEET SOUTH OF CENTERLINE OF MAIN ENTRANCE TO WISDOM CEMETARY.  45
 QY0270'FEET EAST OF TOP EDGE OF A 50 FOOT BLUFF.  28 FEET WEST OF CENTERLINE
 QY0270'OF STATE HWY. 43.  9 FEET NORTHWEST OF TELEPHONE POLE.  3 FEET EAST OF
 QY0270'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0394 ***********************************************************************
 QY0394  DESIGNATION -  G 71
 QY0394  PID         -  QY0394
 QY0394  STATE/COUNTY-  MT/RAVALLI
 QY0394  USGS QUAD   -  SULA (1994)
 QY0394
 QY0394                         *CURRENT SURVEY CONTROL
 QY0394  ___________________________________________________________________
 QY0394* NAD 83(1986)-  45 46 25.     (N)    113 56 02.     (W)     SCALED    
 QY0394* NAVD 88     -      1751.880  (meters)    5747.63   (feet)  ADJUSTED  
 QY0394  ___________________________________________________________________
 QY0394  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 QY0394  DYNAMIC HT  -        1751.185 (meters)    5745.35  (feet)  COMP
 QY0394  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 QY0394
 QY0394  VERT ORDER  -  FIRST     CLASS II
 QY0394
 QY0394.The horizontal coordinates were scaled from a topographic map and have
 QY0394.an estimated accuracy of +/- 6 seconds.
 QY0394
 QY0394.The orthometric height was determined by differential leveling
 QY0394.and adjusted by the National Geodetic Survey in June 1991..
 QY0394
 QY0394.The geoid height was determined by GEOID03.
 QY0394
 QY0394.The dynamic height is computed by dividing the NAVD 88
 QY0394.geopotential number by the normal gravity value computed on the
 QY0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0394.degrees latitude (g = 980.6199 gals.).
 QY0394
 QY0394.The modeled gravity was interpolated from observed gravity values.
 QY0394
 QY0394;                    North         East    Units  Estimated Accuracy
 QY0394;SPC MT       -   179,080.      255,450.      MT  (+/- 180 meters Scaled)
 QY0394
 QY0394                          SUPERSEDED SURVEY CONTROL
 QY0394
 QY0394  NGVD 29 (??/??/92) 1750.646  (m)         5743.58   (f) ADJ UNCH    1 2
 QY0394
 QY0394.Superseded values are not recommended for survey control.
 QY0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0394.See file dsdata.txt to determine how the superseded data were derived.
 QY0394
 QY0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR719730(NAD 83)
 QY0394_MARKER: DB = BENCH MARK DISK
 QY0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0394_STAMPING: 5743.676 G 71 1934
 QY0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0394+STABILITY: SURFACE MOTION
 QY0394
 QY0394  HISTORY     - Date     Condition        Report By
 QY0394  HISTORY     - 1934     MONUMENTED       CGS
 QY0394  HISTORY     - 1935     GOOD             NGS
 QY0394  HISTORY     - 1974     MARK NOT FOUND   USGS
 QY0394
 QY0394                          STATION DESCRIPTION
 QY0394
 QY0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QY0394'6.5 MI S FROM SULA.
 QY0394'6.5 MILES SOUTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 93 FROM THE OLD
 QY0394'POST OFFICE AT SULA, 4.1 MILES NORTH OF THE ARCHWAY AT THE CONTINENTAL
 QY0394'DIVIDE, AT A SHARP CURVE AT THE CROSSING OF THE HEAD OF A DEEP RAVINE,
 QY0394'15 FEET NORTH OF THE ROCK HEADWALL OF A CULVERT AT THE FILL OVER THE
 QY0394'RAVINE, AND 24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A
 QY0394'STANDARD DISK, STAMPED 5743.676 G 71 1934 AND SET IN THE TOP OF A
 QY0394'CONCRETE POST.
 QY0394
 QY0394                          STATION RECOVERY (1974)
 QY0394
 QY0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QY0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0102 ***********************************************************************
 RY0102  DESIGNATION -  G 72
 RY0102  PID         -  RY0102
 RY0102  STATE/COUNTY-  MT/RAVALLI
 RY0102  USGS QUAD   -  HAMILTON SOUTH (1964)
 RY0102
 RY0102                         *CURRENT SURVEY CONTROL
 RY0102  ___________________________________________________________________
 RY0102* NAD 83(1986)-  46 13 47.     (N)    114 09 08.     (W)     SCALED    
 RY0102* NAVD 88     -      1097.172  (meters)    3599.64   (feet)  ADJUSTED  
 RY0102  ___________________________________________________________________
 RY0102  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 RY0102  DYNAMIC HT  -        1096.884 (meters)    3598.69  (feet)  COMP
 RY0102  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 RY0102
 RY0102  VERT ORDER  -  FIRST     CLASS II
 RY0102
 RY0102.The horizontal coordinates were scaled from a topographic map and have
 RY0102.an estimated accuracy of +/- 6 seconds.
 RY0102
 RY0102.The orthometric height was determined by differential leveling
 RY0102.and adjusted by the National Geodetic Survey in June 1991..
 RY0102
 RY0102.The geoid height was determined by GEOID03.
 RY0102
 RY0102.The dynamic height is computed by dividing the NAVD 88
 RY0102.geopotential number by the normal gravity value computed on the
 RY0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0102.degrees latitude (g = 980.6199 gals.).
 RY0102
 RY0102.The modeled gravity was interpolated from observed gravity values.
 RY0102
 RY0102;                    North         East    Units  Estimated Accuracy
 RY0102;SPC MT       -   230,650.      241,510.      MT  (+/- 180 meters Scaled)
 RY0102
 RY0102                          SUPERSEDED SURVEY CONTROL
 RY0102
 RY0102  NGVD 29 (??/??/92) 1096.065  (m)         3596.01   (f) ADJ UNCH    1 2
 RY0102
 RY0102.Superseded values are not recommended for survey control.
 RY0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0102.See file dsdata.txt to determine how the superseded data were derived.
 RY0102
 RY0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM195235(NAD 83)
 RY0102_MARKER: DB = BENCH MARK DISK
 RY0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0102_STAMPING: G 72 1934 3596.079
 RY0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0102+STABILITY: SURFACE MOTION
 RY0102
 RY0102  HISTORY     - Date     Condition        Report By
 RY0102  HISTORY     - 1934     MONUMENTED       CGS
 RY0102  HISTORY     - 1965     GOOD             NGS
 RY0102  HISTORY     - 1986     GOOD             USPSQD
 RY0102
 RY0102                          STATION DESCRIPTION
 RY0102
 RY0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0102'1.2 MI S FROM HAMILTON.
 RY0102'1.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0102'HAMILTON, 42 FEET EAST OF THE EAST RAIL, 66 FEET SOUTHEAST OF THE
 RY0102'CENTER OF THE JUNCTION OF LEWIS LANE AND A RAILROAD TRACK, 48 FEET
 RY0102'SOUTH OF THE CENTER LINE OF LEWIS LANE, 7.0 FEET WEST OF A FENCE,
 RY0102'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RY0102'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RY0102
 RY0102                          STATION RECOVERY (1986)
 RY0102
 RY0102'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0051 ***********************************************************************
 RY0051  DESIGNATION -  G 73
 RY0051  PID         -  RY0051
 RY0051  STATE/COUNTY-  MT/MISSOULA
 RY0051  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0051
 RY0051                         *CURRENT SURVEY CONTROL
 RY0051  ___________________________________________________________________
 RY0051* NAD 83(1986)-  46 48 13.     (N)    114 05 48.     (W)     SCALED    
 RY0051* NAVD 88     -       959.780  (meters)    3148.88   (feet)  ADJUSTED  
 RY0051  ___________________________________________________________________
 RY0051  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 RY0051  DYNAMIC HT  -         959.625 (meters)    3148.37  (feet)  COMP
 RY0051  MODELED GRAV-     980,420.1   (mgal)                       NAVD 88
 RY0051
 RY0051  VERT ORDER  -  FIRST     CLASS II
 RY0051
 RY0051.The horizontal coordinates were scaled from a topographic map and have
 RY0051.an estimated accuracy of +/- 6 seconds.
 RY0051
 RY0051.The orthometric height was determined by differential leveling
 RY0051.and adjusted by the National Geodetic Survey in June 1991..
 RY0051.WARNING-Repeat measurements at this control monument indicate possible
 RY0051.vertical movement.
 RY0051
 RY0051.The geoid height was determined by GEOID03.
 RY0051
 RY0051.The dynamic height is computed by dividing the NAVD 88
 RY0051.geopotential number by the normal gravity value computed on the
 RY0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0051.degrees latitude (g = 980.6199 gals.).
 RY0051
 RY0051.The modeled gravity was interpolated from observed gravity values.
 RY0051
 RY0051;                    North         East    Units  Estimated Accuracy
 RY0051;SPC MT       -   294,050.      249,530.      MT  (+/- 180 meters Scaled)
 RY0051
 RY0051                          SUPERSEDED SURVEY CONTROL
 RY0051
 RY0051  NGVD 29 (??/??/92)  958.738  (m)         3145.46   (f) ADJ UNCH    1 2
 RY0051
 RY0051.Superseded values are not recommended for survey control.
 RY0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0051.See file dsdata.txt to determine how the superseded data were derived.
 RY0051
 RY0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM215874(NAD 83)
 RY0051_MARKER: DB = BENCH MARK DISK
 RY0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0051_STAMPING: 3145.538 G 73 1934
 RY0051_MARK LOGO: CGS   
 RY0051_PROJECTION: FLUSH
 RY0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0051+STABILITY: SURFACE MOTION
 RY0051
 RY0051  HISTORY     - Date     Condition        Report By
 RY0051  HISTORY     - 1934     MONUMENTED       CGS
 RY0051  HISTORY     - 1935     GOOD             NGS
 RY0051  HISTORY     - 1980     GOOD             NGS
 RY0051  HISTORY     - 1981     GOOD             NGS
 RY0051
 RY0051                          STATION DESCRIPTION
 RY0051
 RY0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0051'8.1 MI S FROM MISSOULA.
 RY0051'8.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0051'MISSOULA, 0.4 MILE SOUTH OF MILEPOST 7, 49 FEET NORTHEAST OF THE
 RY0051'CENTER OF A FARM-ROAD CROSSING, 14 FEET NORTH OF A GATE THROUGH THE
 RY0051'RIGHT-OF-WAY FENCE, 54 FEET NORTH OF A TELEPHONE POLE, AND 46 FEET
 RY0051'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 RY0051'3145.538 G 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RY0051
 RY0051                          STATION RECOVERY (1980)
 RY0051
 RY0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0051'6.1 KILOMETERS (3.8 MILES) NORTH ALONG U.S. HIGHWAY 93 FROM THE T
 RY0051'JUNCTION OF U.S. HIGHWAY 12 IN LOLO, THENCE 0.1 KILOMETER (0.05
 RY0051'MILE) SOUTHEAST ALONG A DIRT ROAD AT THE SOUTH END OF THE NORTH-BOUND
 RY0051'WEIGH STATION, SET IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 RY0051'THE BURLINGTON NORTHERN RAILWAY, 13.2 METERS (43.4 FEET) EAST OF THE
 RY0051'EAST RAIL OF THE TRACKS, 6.35 METERS (20.8 FEET) NORTH OF THE
 RY0051'CENTERLINE OF THE ROAD, 25.6 METERS (84.0 FEET) SOUTH OF A
 RY0051'75-CENTIMETER (30-INCH) DIAMETER PONDEROSA PINE TREE, 22.5 METERS
 RY0051'(73.7 FEET) SOUTH OF THE FIRST POWER LINE POLE NORTH OF THE ROAD
 RY0051'CROSSING.
 RY0051'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 RY0051'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 RY0051
 RY0051                          STATION RECOVERY (1981)
 RY0051
 RY0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RY0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0607 ***********************************************************************
 RX0607  DESIGNATION -  G 74
 RX0607  PID         -  RX0607
 RX0607  STATE/COUNTY-  MT/RAVALLI
 RX0607  USGS QUAD   -  GIRD POINT (1974)
 RX0607
 RX0607                         *CURRENT SURVEY CONTROL
 RX0607  ___________________________________________________________________
 RX0607* NAD 83(1986)-  46 09 45.     (N)    113 57 12.     (W)     SCALED    
 RX0607* NAVD 88     -      1351.760  (meters)    4434.90   (feet)  ADJUSTED  
 RX0607  ___________________________________________________________________
 RX0607  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 RX0607  DYNAMIC HT  -        1351.308 (meters)    4433.42  (feet)  COMP
 RX0607  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 RX0607
 RX0607  VERT ORDER  -  SECOND    CLASS 0
 RX0607
 RX0607.The horizontal coordinates were scaled from a topographic map and have
 RX0607.an estimated accuracy of +/- 6 seconds.
 RX0607
 RX0607.The orthometric height was determined by differential leveling
 RX0607.and adjusted by the National Geodetic Survey in June 1991..
 RX0607
 RX0607.The geoid height was determined by GEOID03.
 RX0607
 RX0607.The dynamic height is computed by dividing the NAVD 88
 RX0607.geopotential number by the normal gravity value computed on the
 RX0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0607.degrees latitude (g = 980.6199 gals.).
 RX0607
 RX0607.The modeled gravity was interpolated from observed gravity values.
 RX0607
 RX0607;                    North         East    Units  Estimated Accuracy
 RX0607;SPC MT       -   222,300.      256,400.      MT  (+/- 180 meters Scaled)
 RX0607
 RX0607                          SUPERSEDED SURVEY CONTROL
 RX0607
 RX0607  NGVD 29 (??/??/92) 1350.568  (m)         4430.99   (f) ADJ UNCH    2 0
 RX0607
 RX0607.Superseded values are not recommended for survey control.
 RX0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0607.See file dsdata.txt to determine how the superseded data were derived.
 RX0607
 RX0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS719163(NAD 83)
 RX0607_MARKER: DB = BENCH MARK DISK
 RX0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0607_STAMPING: G 74 1934
 RX0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0607+STABILITY: SURFACE MOTION
 RX0607
 RX0607  HISTORY     - Date     Condition        Report By
 RX0607  HISTORY     - 1934     MONUMENTED       CGS
 RX0607  HISTORY     - 1974     MARK NOT FOUND   USGS
 RX0607
 RX0607                          STATION DESCRIPTION
 RX0607
 RX0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0607'10.3 MI E FROM GRANTSDALE.
 RX0607'10.3 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE PUBLIC SCHOOL AT
 RX0607'GRANTSDALE, RAVALLI COUNTY, SOUTHWEST OF A BORROW PIT, AT THE JUNCTION
 RX0607'OF A ROAD LEADING SOUTHEAST TO A SMALL CAMPING GROUND, 21 FEET SOUTH
 RX0607'OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHEAST OF THE CENTERLINE
 RX0607'OF THE ROAD, AND 24 FEET WEST OF A 4-FOOT PINE TREE.  A STANDARD DISK,
 RX0607'STAMPED G 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RX0607
 RX0607                          STATION RECOVERY (1974)
 RX0607
 RX0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RX0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0178 ***********************************************************************
 RW0178  DESIGNATION -  G 79
 RW0178  PID         -  RW0178
 RW0178  STATE/COUNTY-  MT/BROADWATER
 RW0178  USGS QUAD   -  DIAMOND CITY (1966)
 RW0178
 RW0178                         *CURRENT SURVEY CONTROL
 RW0178  ___________________________________________________________________
 RW0178* NAD 83(1986)-  46 31 11.     (N)    111 29 15.     (W)     SCALED    
 RW0178* NAVD 88     -      1242.477  (meters)    4076.36   (feet)  ADJUSTED  
 RW0178  ___________________________________________________________________
 RW0178  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 RW0178  DYNAMIC HT  -        1242.187 (meters)    4075.41  (feet)  COMP
 RW0178  MODELED GRAV-     980,338.7   (mgal)                       NAVD 88
 RW0178
 RW0178  VERT ORDER  -  SECOND    CLASS 0
 RW0178
 RW0178.The horizontal coordinates were scaled from a topographic map and have
 RW0178.an estimated accuracy of +/- 6 seconds.
 RW0178
 RW0178.The orthometric height was determined by differential leveling
 RW0178.and adjusted by the National Geodetic Survey in June 1991..
 RW0178
 RW0178.The geoid height was determined by GEOID03.
 RW0178
 RW0178.The dynamic height is computed by dividing the NAVD 88
 RW0178.geopotential number by the normal gravity value computed on the
 RW0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0178.degrees latitude (g = 980.6199 gals.).
 RW0178
 RW0178.The modeled gravity was interpolated from observed gravity values.
 RW0178
 RW0178;                    North         East    Units  Estimated Accuracy
 RW0178;SPC MT       -   254,150.      447,590.      MT  (+/- 180 meters Scaled)
 RW0178
 RW0178                          SUPERSEDED SURVEY CONTROL
 RW0178
 RW0178  NGVD 29 (??/??/92) 1241.458  (m)         4073.02   (f) ADJ UNCH    2 0
 RW0178
 RW0178.Superseded values are not recommended for survey control.
 RW0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0178.See file dsdata.txt to determine how the superseded data were derived.
 RW0178
 RW0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS626519(NAD 83)
 RW0178_MARKER: DB = BENCH MARK DISK
 RW0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0178_STAMPING: G 79 1934
 RW0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0178+STABILITY: SURFACE MOTION
 RW0178
 RW0178  HISTORY     - Date     Condition        Report By
 RW0178  HISTORY     - 1934     MONUMENTED       CGS
 RW0178  HISTORY     - 1942     GOOD             NGS
 RW0178
 RW0178                          STATION DESCRIPTION
 RW0178
 RW0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RW0178'IN JOHNSON.
 RW0178'AT JOHNSON, BROADWATER COUNTY, ON THE ROAD LEADING TO WINSTON, AT THE
 RW0178'PUBLIC SCHOOL, 39 YARDS SOUTHEAST OF THE FRONT DOOR, IN THE SOUTHEAST
 RW0178'CORNER OF THE YARD, AND 10 YARDS WEST OF THE CENTERLINE OF THE ROAD. A
 RW0178'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0007 ***********************************************************************
 SP0007  DESIGNATION -  G 79
 SP0007  PID         -  SP0007
 SP0007  STATE/COUNTY-  MT/RICHLAND
 SP0007  USGS QUAD   -  CRANE NW (1966)
 SP0007
 SP0007                         *CURRENT SURVEY CONTROL
 SP0007  ___________________________________________________________________
 SP0007* NAD 83(1986)-  47 37 32.     (N)    104 26 48.     (W)     SCALED    
 SP0007* NAVD 88     -       682.254  (meters)    2238.36   (feet)  ADJUSTED  
 SP0007  ___________________________________________________________________
 SP0007  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 SP0007  DYNAMIC HT  -         682.303 (meters)    2238.52  (feet)  COMP
 SP0007  MODELED GRAV-     980,661.3   (mgal)                       NAVD 88
 SP0007
 SP0007  VERT ORDER  -  SECOND    CLASS 0
 SP0007
 SP0007.The horizontal coordinates were scaled from a topographic map and have
 SP0007.an estimated accuracy of +/- 6 seconds.
 SP0007
 SP0007.The orthometric height was determined by differential leveling
 SP0007.and adjusted by the National Geodetic Survey in June 1991..
 SP0007
 SP0007.The geoid height was determined by GEOID03.
 SP0007
 SP0007.The dynamic height is computed by dividing the NAVD 88
 SP0007.geopotential number by the normal gravity value computed on the
 SP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0007.degrees latitude (g = 980.6199 gals.).
 SP0007
 SP0007.The modeled gravity was interpolated from observed gravity values.
 SP0007
 SP0007;                    North         East    Units  Estimated Accuracy
 SP0007;SPC MT       -   387,330.      979,360.      MT  (+/- 180 meters Scaled)
 SP0007
 SP0007                          SUPERSEDED SURVEY CONTROL
 SP0007
 SP0007  NGVD 29 (??/??/92)  681.689  (m)         2236.51   (f) ADJ UNCH    2 0
 SP0007
 SP0007.Superseded values are not recommended for survey control.
 SP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0007.See file dsdata.txt to determine how the superseded data were derived.
 SP0007
 SP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN415748(NAD 83)
 SP0007_MARKER: DB = BENCH MARK DISK
 SP0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0007_STAMPING: G 79 1934
 SP0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0007+STABILITY: SURFACE MOTION
 SP0007
 SP0007  HISTORY     - Date     Condition        Report By
 SP0007  HISTORY     - 1934     MONUMENTED       CGS
 SP0007
 SP0007                          STATION DESCRIPTION
 SP0007
 SP0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0007'9.2 MI E FROM LAMBERT.
 SP0007'9.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SP0007'LAMBERT, RICHLAND COUNTY, 0.2 MILE EAST OF MILEPOST 28, OPPOSITE THE
 SP0007'EAST END OF A SEVEN-SPAN PILE TRESTLE, 150 FEET NORTH OF THE
 SP0007'CENTERLINE OF THE TRACK, AND JUST OUTSIDE A CORNER OF THE RIGHT-OF-WAY
 SP0007'FENCE.  A STANDARD DISK, STAMPED G 79 1934 AND SET IN THE TOP OF A
 SP0007'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0219 ***********************************************************************
 QV0219  DESIGNATION -  G 8
 QV0219  PID         -  QV0219
 QV0219  STATE/COUNTY-  MT/BIG HORN
 QV0219  USGS QUAD   -  PASS CREEK EAST (1967)
 QV0219
 QV0219                         *CURRENT SURVEY CONTROL
 QV0219  ___________________________________________________________________
 QV0219* NAD 83(1986)-  45 02 43.     (N)    107 21 57.     (W)     SCALED    
 QV0219* NAVD 88     -      1205.925  (meters)    3956.44   (feet)  ADJUSTED  
 QV0219  ___________________________________________________________________
 QV0219  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 QV0219  DYNAMIC HT  -        1205.512 (meters)    3955.08  (feet)  COMP
 QV0219  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 QV0219
 QV0219  VERT ORDER  -  FIRST     CLASS II
 QV0219
 QV0219.The horizontal coordinates were scaled from a topographic map and have
 QV0219.an estimated accuracy of +/- 6 seconds.
 QV0219
 QV0219.The orthometric height was determined by differential leveling
 QV0219.and adjusted by the National Geodetic Survey in June 1991..
 QV0219
 QV0219.The geoid height was determined by GEOID03.
 QV0219
 QV0219.The dynamic height is computed by dividing the NAVD 88
 QV0219.geopotential number by the normal gravity value computed on the
 QV0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0219.degrees latitude (g = 980.6199 gals.).
 QV0219
 QV0219.The modeled gravity was interpolated from observed gravity values.
 QV0219
 QV0219;                    North         East    Units  Estimated Accuracy
 QV0219;SPC MT       -    90,690.      768,110.      MT  (+/- 180 meters Scaled)
 QV0219
 QV0219                          SUPERSEDED SURVEY CONTROL
 QV0219
 QV0219  NGVD 29 (??/??/92) 1205.149  (m)         3953.89   (f) ADJ UNCH    1 2
 QV0219
 QV0219.Superseded values are not recommended for survey control.
 QV0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0219.See file dsdata.txt to determine how the superseded data were derived.
 QV0219
 QV0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK136907(NAD 83)
 QV0219_MARKER: DB = BENCH MARK DISK
 QV0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0219_SP_SET: ABUTMENT
 QV0219_STAMPING: G 8 1908 3953.949
 QV0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0219
 QV0219  HISTORY     - Date     Condition        Report By
 QV0219  HISTORY     - 1908     MONUMENTED       CGS
 QV0219  HISTORY     - 1957     GOOD             NGS
 QV0219
 QV0219                          STATION DESCRIPTION
 QV0219
 QV0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0219'6.35 MI S FROM WYOLA.
 QV0219'ABOUT 6.35 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0219'RAILROAD FROM THE STATION AT WYOLA, ABOUT 0.15 MILE SOUTH OF THE
 QV0219'STATION SIGN AT ABERDEEN, IN THE TOP OF THE NORTHWEST END OF THE
 QV0219'NORTHEAST ABUTMENT OF BRIDGE 730.69, 6 FEET NORTHWEST OF THE NORTHWEST
 QV0219'RAIL AND ABOUT LEVEL WITH THE TRACK.  NOTE-- G 8 1908 STAMPED BY THIS
 QV0219'PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0350 ***********************************************************************
 ST0350  DESIGNATION -  G 8 T
 ST0350  PID         -  ST0350
 ST0350  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0350  USGS QUAD   -  KRONE RANCH (1963)
 ST0350
 ST0350                         *CURRENT SURVEY CONTROL
 ST0350  ___________________________________________________________________
 ST0350* NAD 83(1986)-  47 15 01.     (N)    112 21 07.     (W)     SCALED    
 ST0350* NAVD 88     -      1405.678  (meters)    4611.80   (feet)  ADJUSTED  
 ST0350  ___________________________________________________________________
 ST0350  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 ST0350  DYNAMIC HT  -        1405.458 (meters)    4611.07  (feet)  COMP
 ST0350  MODELED GRAV-     980,406.7   (mgal)                       NAVD 88
 ST0350
 ST0350  VERT ORDER  -  SECOND    CLASS 0
 ST0350
 ST0350.The horizontal coordinates were scaled from a topographic map and have
 ST0350.an estimated accuracy of +/- 6 seconds.
 ST0350
 ST0350.The orthometric height was determined by differential leveling
 ST0350.and adjusted by the National Geodetic Survey in June 1991..
 ST0350
 ST0350.The geoid height was determined by GEOID03.
 ST0350
 ST0350.The dynamic height is computed by dividing the NAVD 88
 ST0350.geopotential number by the normal gravity value computed on the
 ST0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0350.degrees latitude (g = 980.6199 gals.).
 ST0350
 ST0350.The modeled gravity was interpolated from observed gravity values.
 ST0350
 ST0350;                    North         East    Units  Estimated Accuracy
 ST0350;SPC MT       -   337,310.      384,280.      MT  (+/- 180 meters Scaled)
 ST0350
 ST0350                          SUPERSEDED SURVEY CONTROL
 ST0350
 ST0350  NGVD 29 (??/??/92) 1404.672  (m)         4608.49   (f) ADJ UNCH    2 0
 ST0350
 ST0350.Superseded values are not recommended for survey control.
 ST0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0350.See file dsdata.txt to determine how the superseded data were derived.
 ST0350
 ST0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT976338(NAD 83)
 ST0350_MARKER: DS = TRIANGULATION STATION DISK
 ST0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0350_STAMPING: G 8 T 1961
 ST0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0350+STABILITY: SURFACE MOTION
 ST0350
 ST0350  HISTORY     - Date     Condition        Report By
 ST0350  HISTORY     - 1961     MONUMENTED       CGS
 ST0350
 ST0350                          STATION DESCRIPTION
 ST0350
 ST0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0350'14.75 MI W FROM BOWMANS CORNER.
 ST0350'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0350'HIGHWAY 287 AT BOWMANS CORNER, THENCE 5.85 MILE NORTHWEST ALONG STATE
 ST0350'HIGHWAY 434, THENCE 0.2 MILE SOUTHWEST ACROSS COUNTRY, ON THE TOP OF A
 ST0350'WIDE EAST-WEST RIDGE, 51.8 FEET WEST OF G 8 T R.M. 1, 4.1 FEET SOUTH
 ST0350'OF A WITNESS POST, 56.0 FEET NORTH OF G 8 T R.M. 2, AND SET IN THE TOP
 ST0350'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0347 ***********************************************************************
 ST0347  DESIGNATION -  G 8 T AZ MK
 ST0347  PID         -  ST0347
 ST0347  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0347  USGS QUAD   -  KRONE RANCH (1963)
 ST0347
 ST0347                         *CURRENT SURVEY CONTROL
 ST0347  ___________________________________________________________________
 ST0347* NAD 83(1986)-  47 15 33.     (N)    112 20 51.     (W)     SCALED    
 ST0347* NAVD 88     -      1385.263  (meters)    4544.82   (feet)  ADJUSTED  
 ST0347  ___________________________________________________________________
 ST0347  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 ST0347  DYNAMIC HT  -        1385.046 (meters)    4544.11  (feet)  COMP
 ST0347  MODELED GRAV-     980,407.4   (mgal)                       NAVD 88
 ST0347
 ST0347  VERT ORDER  -  SECOND    CLASS 0
 ST0347
 ST0347.The horizontal coordinates were scaled from a topographic map and have
 ST0347.an estimated accuracy of +/- 6 seconds.
 ST0347
 ST0347.The orthometric height was determined by differential leveling
 ST0347.and adjusted by the National Geodetic Survey in June 1991..
 ST0347
 ST0347.The geoid height was determined by GEOID03.
 ST0347
 ST0347.The dynamic height is computed by dividing the NAVD 88
 ST0347.geopotential number by the normal gravity value computed on the
 ST0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0347.degrees latitude (g = 980.6199 gals.).
 ST0347
 ST0347.The modeled gravity was interpolated from observed gravity values.
 ST0347
 ST0347;                    North         East    Units  Estimated Accuracy
 ST0347;SPC MT       -   338,290.      384,660.      MT  (+/- 180 meters Scaled)
 ST0347
 ST0347                          SUPERSEDED SURVEY CONTROL
 ST0347
 ST0347  NGVD 29 (??/??/92) 1384.253  (m)         4541.50   (f) ADJ UNCH    2 0
 ST0347
 ST0347.Superseded values are not recommended for survey control.
 ST0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0347.See file dsdata.txt to determine how the superseded data were derived.
 ST0347
 ST0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT980348(NAD 83)
 ST0347_MARKER: DZ = AZIMUTH MARK DISK
 ST0347_SETTING: 66 = SET IN ROCK OUTCROP
 ST0347_SP_SET: OUTCROP
 ST0347_STAMPING: G 8 T 1961
 ST0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0347+STABILITY: POSITION/ELEVATION WELL
 ST0347
 ST0347  HISTORY     - Date     Condition        Report By
 ST0347  HISTORY     - 1961     MONUMENTED       CGS
 ST0347
 ST0347                          STATION DESCRIPTION
 ST0347
 ST0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0347'15.15 MI W FROM BOWMANS CORNER.
 ST0347'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0347'HIGHWAY 287 AT BOWMANS CORNERS, THENCE 6.35 MILES NORTHWEST ALONG
 ST0347'STATE HIGHWAY 434, THENCE 0.1 MILE NORTHEAST ACROSS COUNTRY, ON THE
 ST0347'SOUTHWEST SLOPE OF A HILL, IN THE TOP OF A 5 BY 8 FOOT OUTCROP WHICH
 ST0347'PROJECTS 3 FEET ABOVE THE GROUND, 5.0 FEET EAST-NORTHEAST OF A WITNESS
 ST0347'POST, 150 FEET SOUTH-SOUTHWEST OF A 6-INCH LONE PINE TREE ON THE TOP
 ST0347'OF A KNOLL, AND 2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0348 ***********************************************************************
 ST0348  DESIGNATION -  G 8 T RM 1
 ST0348  PID         -  ST0348
 ST0348  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0348  USGS QUAD   -  KRONE RANCH (1963)
 ST0348
 ST0348                         *CURRENT SURVEY CONTROL
 ST0348  ___________________________________________________________________
 ST0348* NAD 83(1986)-  47 15 01.     (N)    112 21 05.     (W)     SCALED    
 ST0348* NAVD 88     -      1405.395  (meters)    4610.87   (feet)  ADJUSTED  
 ST0348  ___________________________________________________________________
 ST0348  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 ST0348  DYNAMIC HT  -        1405.176 (meters)    4610.15  (feet)  COMP
 ST0348  MODELED GRAV-     980,406.9   (mgal)                       NAVD 88
 ST0348
 ST0348  VERT ORDER  -  SECOND    CLASS 0
 ST0348
 ST0348.The horizontal coordinates were scaled from a topographic map and have
 ST0348.an estimated accuracy of +/- 6 seconds.
 ST0348
 ST0348.The orthometric height was determined by differential leveling
 ST0348.and adjusted by the National Geodetic Survey in June 1991..
 ST0348
 ST0348.The geoid height was determined by GEOID03.
 ST0348
 ST0348.The dynamic height is computed by dividing the NAVD 88
 ST0348.geopotential number by the normal gravity value computed on the
 ST0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0348.degrees latitude (g = 980.6199 gals.).
 ST0348
 ST0348.The modeled gravity was interpolated from observed gravity values.
 ST0348
 ST0348;                    North         East    Units  Estimated Accuracy
 ST0348;SPC MT       -   337,310.      384,330.      MT  (+/- 180 meters Scaled)
 ST0348
 ST0348                          SUPERSEDED SURVEY CONTROL
 ST0348
 ST0348  NGVD 29 (??/??/92) 1404.389  (m)         4607.57   (f) ADJ UNCH    2 0
 ST0348
 ST0348.Superseded values are not recommended for survey control.
 ST0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0348.See file dsdata.txt to determine how the superseded data were derived.
 ST0348
 ST0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT977338(NAD 83)
 ST0348_MARKER: DB = BENCH MARK DISK
 ST0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0348_STAMPING: G 8 T NO. 1 1961
 ST0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0348+STABILITY: SURFACE MOTION
 ST0348
 ST0348  HISTORY     - Date     Condition        Report By
 ST0348  HISTORY     - 1961     MONUMENTED       CGS
 ST0348
 ST0348                          STATION DESCRIPTION
 ST0348
 ST0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0348'14.75 MI W FROM BOWMANS CORNER.
 ST0348'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0348'HIGHWAY 287 AT BOWMANS CORNER, THENCE 5.85 MILES NORTHWEST ALONG STATE
 ST0348'HIGHWAY 434, THENCE 0.2 MILE SOUTHWEST ACROSS COUNTRY, ON THE TOP OF A
 ST0348'WIDE EAST-WEST RIDGE, 51.8 FEET EAST OF G 8 T TRIANGULATION STATION,
 ST0348'74.2 FEET NORTHEAST OF G 8 T R.M. 2, 51 FEET EAST OF A WITNESS POST,
 ST0348'ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 ST0348'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0349 ***********************************************************************
 ST0349  DESIGNATION -  G 8 T RM 2
 ST0349  PID         -  ST0349
 ST0349  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0349  USGS QUAD   -  KRONE RANCH (1963)
 ST0349
 ST0349                         *CURRENT SURVEY CONTROL
 ST0349  ___________________________________________________________________
 ST0349* NAD 83(1986)-  47 15 00.     (N)    112 21 07.     (W)     SCALED    
 ST0349* NAVD 88     -      1405.654  (meters)    4611.72   (feet)  ADJUSTED  
 ST0349  ___________________________________________________________________
 ST0349  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 ST0349  DYNAMIC HT  -        1405.434 (meters)    4610.99  (feet)  COMP
 ST0349  MODELED GRAV-     980,406.7   (mgal)                       NAVD 88
 ST0349
 ST0349  VERT ORDER  -  SECOND    CLASS 0
 ST0349
 ST0349.The horizontal coordinates were scaled from a topographic map and have
 ST0349.an estimated accuracy of +/- 6 seconds.
 ST0349
 ST0349.The orthometric height was determined by differential leveling
 ST0349.and adjusted by the National Geodetic Survey in June 1991..
 ST0349
 ST0349.The geoid height was determined by GEOID03.
 ST0349
 ST0349.The dynamic height is computed by dividing the NAVD 88
 ST0349.geopotential number by the normal gravity value computed on the
 ST0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0349.degrees latitude (g = 980.6199 gals.).
 ST0349
 ST0349.The modeled gravity was interpolated from observed gravity values.
 ST0349
 ST0349;                    North         East    Units  Estimated Accuracy
 ST0349;SPC MT       -   337,280.      384,280.      MT  (+/- 180 meters Scaled)
 ST0349
 ST0349                          SUPERSEDED SURVEY CONTROL
 ST0349
 ST0349  NGVD 29 (??/??/92) 1404.648  (m)         4608.42   (f) ADJ UNCH    2 0
 ST0349
 ST0349.Superseded values are not recommended for survey control.
 ST0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0349.See file dsdata.txt to determine how the superseded data were derived.
 ST0349
 ST0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT976338(NAD 83)
 ST0349_MARKER: DR = REFERENCE MARK DISK
 ST0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0349_STAMPING: G 8 T NO. 2
 ST0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0349+STABILITY: SURFACE MOTION
 ST0349
 ST0349  HISTORY     - Date     Condition        Report By
 ST0349  HISTORY     - UNK      MONUMENTED       CGS
 ST0349  HISTORY     - 1961     GOOD             NGS
 ST0349
 ST0349                          STATION DESCRIPTION
 ST0349
 ST0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0349'14.75 MI W FROM BOWMANS CORNER.
 ST0349'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0349'HIGHWAY 287 AT BOWMANS CORNER, THENCE 5.85 MILES NORTHWEST ALONG STATE
 ST0349'HIGHWAY 434, THENCE 0.2 MILE SOUTHWEST ACROSS COUNTRY, ON THE TOP OF A
 ST0349'WIDE EAST-WEST RIDGE, 56 FEET SOUTH OF G 8 T TRIANGULATION STATION,
 ST0349'74.2 FEET SOUTHWEST OF REFERENCE MARK G 8 T R.M. 1, 60 FEET SOUTH OF A
 ST0349'WITNESS POST, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A
 ST0349'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0281 ***********************************************************************
 RX0281  DESIGNATION -  G 80
 RX0281  PID         -  RX0281
 RX0281  STATE/COUNTY-  MT/RICHLAND
 RX0281  USGS QUAD   -  CANYON CREEK (1968)
 RX0281
 RX0281                         *CURRENT SURVEY CONTROL
 RX0281  ___________________________________________________________________
 RX0281* NAD 83(1986)-  46 48 44.     (N)    112 16 10.     (W)     SCALED    
 RX0281* NAVD 88     -      1319.184  (meters)    4328.02   (feet)  ADJUSTED  
 RX0281  ___________________________________________________________________
 RX0281  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 RX0281  DYNAMIC HT  -        1318.903 (meters)    4327.10  (feet)  COMP
 RX0281  MODELED GRAV-     980,355.4   (mgal)                       NAVD 88
 RX0281
 RX0281  VERT ORDER  -  FIRST     CLASS II
 RX0281
 RX0281.The horizontal coordinates were scaled from a topographic map and have
 RX0281.an estimated accuracy of +/- 6 seconds.
 RX0281
 RX0281.The orthometric height was determined by differential leveling
 RX0281.and adjusted by the National Geodetic Survey in June 1991..
 RX0281
 RX0281.The geoid height was determined by GEOID03.
 RX0281
 RX0281.The dynamic height is computed by dividing the NAVD 88
 RX0281.geopotential number by the normal gravity value computed on the
 RX0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0281.degrees latitude (g = 980.6199 gals.).
 RX0281
 RX0281.The modeled gravity was interpolated from observed gravity values.
 RX0281
 RX0281;                    North         East    Units  Estimated Accuracy
 RX0281;SPC MT       -   288,450.      388,800.      MT  (+/- 180 meters Scaled)
 RX0281
 RX0281                          SUPERSEDED SURVEY CONTROL
 RX0281
 RX0281  NGVD 29 (??/??/92) 1318.131  (m)         4324.57   (f) ADJ UNCH    1 2
 RX0281
 RX0281.Superseded values are not recommended for survey control.
 RX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0281.See file dsdata.txt to determine how the superseded data were derived.
 RX0281
 RX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS031850(NAD 83)
 RX0281_MARKER: DB = BENCH MARK DISK
 RX0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0281_STAMPING: G 80 1934
 RX0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0281+STABILITY: SURFACE MOTION
 RX0281
 RX0281  HISTORY     - Date     Condition        Report By
 RX0281  HISTORY     - 1934     MONUMENTED       CGS
 RX0281  HISTORY     - 1972     GOOD             USGS
 RX0281
 RX0281                          STATION DESCRIPTION
 RX0281
 RX0281'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RX0281'8.2 MI S FROM BROCKTON.
 RX0281'FROM JCT. OF U.S. HIGHWAY NO. 2 AND STATE SECONDARY NO. 480 1.0 MI
 RX0281'EAST OF SPROLE, SOUTH ALONG NO. 480 ACROSS BRIDGE 4.9 MI. TO T-RD.,
 RX0281'THENCE EAST ON COUNTY ROAD PAST T-RD. N. AT 0.5 MI. FOR 3.3 MI TO
 RX0281'Y-JCT., THENCE EAST AT Y-JCT. 4.3 MI. TO CROSSROADS, THENCE NORTH ON
 RX0281'COUNTY ROAD 2.2 MI. TO Y-JCT., CONTINUING NORTH ON FARM ROAD PAST
 RX0281'FISHER CEMETERY, FOR 1.4 MI. TO BEND, RIGHT ANGLE LEFT, IN ROAD.  BM
 RX0281'IS IN FENCE CORNER ON INSIDE OF BEND 25 FT. EAST OF RD. N/S AND 25 FT.
 RX0281'SOUTH OF E/W RD.  A STANDARD TABLET IN CONCRETE POST PROJECTING 0.3
 RX0281'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0134 ***********************************************************************
 TH0134  DESIGNATION -  G 80
 TH0134  PID         -  TH0134
 TH0134  STATE/COUNTY-  MT/RICHLAND
 TH0134  USGS QUAD   -  MORTARSTONE BLUFF (1989)
 TH0134
 TH0134                         *CURRENT SURVEY CONTROL
 TH0134  ___________________________________________________________________
 TH0134* NAD 83(1986)-  48 04 11.     (N)    104 53 31.     (W)     SCALED    
 TH0134* NAVD 88     -       610.946  (meters)    2004.41   (feet)  ADJUSTED  
 TH0134  ___________________________________________________________________
 TH0134  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 TH0134  DYNAMIC HT  -         611.010 (meters)    2004.62  (feet)  COMP
 TH0134  MODELED GRAV-     980,697.3   (mgal)                       NAVD 88
 TH0134
 TH0134  VERT ORDER  -  SECOND    CLASS 0
 TH0134
 TH0134.The horizontal coordinates were scaled from a topographic map and have
 TH0134.an estimated accuracy of +/- 6 seconds.
 TH0134
 TH0134.The orthometric height was determined by differential leveling
 TH0134.and adjusted by the National Geodetic Survey in June 1991..
 TH0134
 TH0134.The geoid height was determined by GEOID03.
 TH0134
 TH0134.The dynamic height is computed by dividing the NAVD 88
 TH0134.geopotential number by the normal gravity value computed on the
 TH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0134.degrees latitude (g = 980.6199 gals.).
 TH0134
 TH0134.The modeled gravity was interpolated from observed gravity values.
 TH0134
 TH0134;                    North         East    Units  Estimated Accuracy
 TH0134;SPC MT       -   434,540.      943,070.      MT  (+/- 180 meters Scaled)
 TH0134
 TH0134                          SUPERSEDED SURVEY CONTROL
 TH0134
 TH0134  NGVD 29 (??/??/92)  610.388  (m)         2002.58   (f) ADJ UNCH    2 0
 TH0134
 TH0134.Superseded values are not recommended for survey control.
 TH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0134.See file dsdata.txt to determine how the superseded data were derived.
 TH0134
 TH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP080240(NAD 83)
 TH0134_MARKER: DB = BENCH MARK DISK
 TH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0134_STAMPING: G-80 1934
 TH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0134+STABILITY: SURFACE MOTION
 TH0134
 TH0134  HISTORY     - Date     Condition        Report By
 TH0134  HISTORY     - 1934     MONUMENTED       CGS
 TH0134
 TH0134                          STATION DESCRIPTION
 TH0134
 TH0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0134'8.2 MI S FROM BROCKTON.
 TH0134'IN RICHLAND COUNTY, ABOUT 8.2 MILES SOUTH ALONG THE ROAD LEADING TO
 TH0134'LANE FROM BROCKTON, ROOSEVELT COUNTY, ABOUT 0.4 MILE NORTH OF THE
 TH0134'FISHER SCHOOL, AT A RIGHT-ANGLE TURN, ABOUT 25 FEET WEST OF THE CENTER
 TH0134'LINE OF THE ROAD LEADING SOUTH, ABOUT 25 FEET SOUTH OF THE CENTER LINE
 TH0134'OF THE ROAD LEADING WEST, AND IN A FENCE CORNER.  A STANDARD DISK,
 TH0134'STAMPED G 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0547 ***********************************************************************
 RX0547  DESIGNATION -  G 81
 RX0547  PID         -  RX0547
 RX0547  STATE/COUNTY-  MT/POWELL
 RX0547  USGS QUAD   -  BROWNS LAKE (1965)
 RX0547
 RX0547                         *CURRENT SURVEY CONTROL
 RX0547  ___________________________________________________________________
 RX0547* NAD 83(1986)-  46 56 46.     (N)    113 00 39.     (W)     SCALED    
 RX0547* NAVD 88     -      1310.579  (meters)    4299.79   (feet)  ADJUSTED  
 RX0547  ___________________________________________________________________
 RX0547  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 RX0547  DYNAMIC HT  -        1310.295 (meters)    4298.86  (feet)  COMP
 RX0547  MODELED GRAV-     980,352.5   (mgal)                       NAVD 88
 RX0547
 RX0547  VERT ORDER  -  SECOND    CLASS 0
 RX0547
 RX0547.The horizontal coordinates were scaled from a topographic map and have
 RX0547.an estimated accuracy of +/- 6 seconds.
 RX0547
 RX0547.The orthometric height was determined by differential leveling
 RX0547.and adjusted by the National Geodetic Survey in June 1991..
 RX0547
 RX0547.The geoid height was determined by GEOID03.
 RX0547
 RX0547.The dynamic height is computed by dividing the NAVD 88
 RX0547.geopotential number by the normal gravity value computed on the
 RX0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0547.degrees latitude (g = 980.6199 gals.).
 RX0547
 RX0547.The modeled gravity was interpolated from observed gravity values.
 RX0547
 RX0547;                    North         East    Units  Estimated Accuracy
 RX0547;SPC MT       -   305,580.      332,960.      MT  (+/- 180 meters Scaled)
 RX0547
 RX0547                          SUPERSEDED SURVEY CONTROL
 RX0547
 RX0547  NGVD 29 (??/??/92) 1309.445  (m)         4296.07   (f) ADJ UNCH    2 0
 RX0547
 RX0547.Superseded values are not recommended for survey control.
 RX0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0547.See file dsdata.txt to determine how the superseded data were derived.
 RX0547
 RX0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT469011(NAD 83)
 RX0547_MARKER: DB = BENCH MARK DISK
 RX0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0547_STAMPING: G 81 1934
 RX0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0547+STABILITY: SURFACE MOTION
 RX0547
 RX0547  HISTORY     - Date     Condition        Report By
 RX0547  HISTORY     - 1934     MONUMENTED       CGS
 RX0547  HISTORY     - 1962     GOOD             USGS
 RX0547
 RX0547                          STATION DESCRIPTION
 RX0547
 RX0547'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX0547'9.9 MI SE FROM OVANDO.
 RX0547'3.0 MILES SOUTHWEST OF THE JUNCTION OF THE BROWNS LAKE ROAD AND STATE
 RX0547'HIGHWAY 20, 5.1 MILES SOUTHWEST OF THE HELMVILLE ROAD HIGHWAY 20
 RX0547'JUNCTION, ON THE SOUTH EDGE OF BROWNS LAKE, 0.15 MILES EAST OF A
 RX0547'T-ROAD SOUTH,  0.05 MILES WEST OF A BRIDGE ON THE OLD ROAD, 40 FEET
 RX0547'SOUTH OF THE CENTERLINE OF A ROAD BORDERING THE LAKE, 50 FEET SOUTH OF
 RX0547'THE EDGE OF THE LAKE, 3 FEET NORTH OF A FENCE.  A STANDARD DISK,
 RX0547'STAMPED G 81 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RX0547'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0210 ***********************************************************************
 RW0210  DESIGNATION -  G 82
 RW0210  PID         -  RW0210
 RW0210  STATE/COUNTY-  MT/BROADWATER
 RW0210  USGS QUAD   -  TOSTON (1986)
 RW0210
 RW0210                         *CURRENT SURVEY CONTROL
 RW0210  ___________________________________________________________________
 RW0210* NAD 83(1986)-  46 14 21.     (N)    111 28 07.     (W)     SCALED    
 RW0210* NAVD 88     -      1180.883  (meters)    3874.28   (feet)  ADJUSTED  
 RW0210  ___________________________________________________________________
 RW0210  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 RW0210  DYNAMIC HT  -        1180.589 (meters)    3873.32  (feet)  COMP
 RW0210  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 RW0210
 RW0210  VERT ORDER  -  SECOND    CLASS 0
 RW0210
 RW0210.The horizontal coordinates were scaled from a topographic map and have
 RW0210.an estimated accuracy of +/- 6 seconds.
 RW0210
 RW0210.The orthometric height was determined by differential leveling
 RW0210.and adjusted by the National Geodetic Survey in June 1991..
 RW0210
 RW0210.The geoid height was determined by GEOID03.
 RW0210
 RW0210.The dynamic height is computed by dividing the NAVD 88
 RW0210.geopotential number by the normal gravity value computed on the
 RW0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0210.degrees latitude (g = 980.6199 gals.).
 RW0210
 RW0210.The modeled gravity was interpolated from observed gravity values.
 RW0210
 RW0210;                    North         East    Units  Estimated Accuracy
 RW0210;SPC MT       -   222,960.      448,260.      MT  (+/- 180 meters Scaled)
 RW0210
 RW0210                          SUPERSEDED SURVEY CONTROL
 RW0210
 RW0210  NGVD 29 (??/??/92) 1179.925  (m)         3871.14   (f) ADJ UNCH    2 0
 RW0210
 RW0210.Superseded values are not recommended for survey control.
 RW0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0210.See file dsdata.txt to determine how the superseded data were derived.
 RW0210
 RW0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS638207(NAD 83)
 RW0210_MARKER: DB = BENCH MARK DISK
 RW0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0210_STAMPING: G 82 1934
 RW0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0210+STABILITY: SURFACE MOTION
 RW0210
 RW0210  HISTORY     - Date     Condition        Report By
 RW0210  HISTORY     - 1934     MONUMENTED       CGS
 RW0210  HISTORY     - 1982     MARK NOT FOUND   USGS
 RW0210
 RW0210                          STATION DESCRIPTION
 RW0210
 RW0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0210'4.9 MI NW FROM TOSTON.
 RW0210'4.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM TOSTON,
 RW0210'BROADWATER COUNTY, AT MILEPOST 199, 75 FEET NORTH OF THE CENTERLINE OF
 RW0210'THE TRACK, AND 6 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 RW0210'DISK, STAMPED G 82 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RW0210
 RW0210                          STATION RECOVERY (1982)
 RW0210
 RW0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RW0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0092 ***********************************************************************
 SQ0092  DESIGNATION -  G 83
 SQ0092  PID         -  SQ0092
 SQ0092  STATE/COUNTY-  MT/GARFIELD
 SQ0092  USGS QUAD   -  MAXWELL COULEE (1967)
 SQ0092
 SQ0092                         *CURRENT SURVEY CONTROL
 SQ0092  ___________________________________________________________________
 SQ0092* NAD 83(1986)-  47 21 36.     (N)    106 24 37.     (W)     SCALED    
 SQ0092* NAVD 88     -       724.093  (meters)    2375.63   (feet)  ADJUSTED  
 SQ0092  ___________________________________________________________________
 SQ0092  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 SQ0092  DYNAMIC HT  -         724.116 (meters)    2375.70  (feet)  COMP
 SQ0092  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 SQ0092
 SQ0092  VERT ORDER  -  SECOND    CLASS 0
 SQ0092
 SQ0092.The horizontal coordinates were scaled from a topographic map and have
 SQ0092.an estimated accuracy of +/- 6 seconds.
 SQ0092
 SQ0092.The orthometric height was determined by differential leveling
 SQ0092.and adjusted by the National Geodetic Survey in June 1991..
 SQ0092
 SQ0092.The geoid height was determined by GEOID03.
 SQ0092
 SQ0092.The dynamic height is computed by dividing the NAVD 88
 SQ0092.geopotential number by the normal gravity value computed on the
 SQ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0092.degrees latitude (g = 980.6199 gals.).
 SQ0092
 SQ0092.The modeled gravity was interpolated from observed gravity values.
 SQ0092
 SQ0092;                    North         East    Units  Estimated Accuracy
 SQ0092;SPC MT       -   350,180.      833,210.      MT  (+/- 180 meters Scaled)
 SQ0092
 SQ0092                          SUPERSEDED SURVEY CONTROL
 SQ0092
 SQ0092  NGVD 29 (??/??/92)  723.464  (m)         2373.56   (f) ADJ UNCH    2 0
 SQ0092
 SQ0092.Superseded values are not recommended for survey control.
 SQ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0092.See file dsdata.txt to determine how the superseded data were derived.
 SQ0092
 SQ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN935461(NAD 83)
 SQ0092_MARKER: DB = BENCH MARK DISK
 SQ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0092_STAMPING: G 83 1934
 SQ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0092+STABILITY: SURFACE MOTION
 SQ0092
 SQ0092  HISTORY     - Date     Condition        Report By
 SQ0092  HISTORY     - 1934     MONUMENTED       CGS
 SQ0092  HISTORY     - 1967     GOOD             USGS
 SQ0092
 SQ0092                          STATION DESCRIPTION
 SQ0092
 SQ0092'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SQ0092'26.2 MI E FROM JORDEN.
 SQ0092'TO REACH FROM THE POST OFFICE IN JORDEN, MONTANA, GO EAST ON ST HWY 20
 SQ0092'FOR 26.2 MI TO A COUNTY ROAD CROSSING, TURN LEFT AND GO 0.9 MI TO JCT.
 SQ0092'LEFT TO SARAH HOVERSON RANCH, TURN LEFT AND GO 0.6 MI TO ROAD JCT,
 SQ0092'TURN RIGHT AND GO ALONG TRAIL 0.9 MI TO GATE IN FENCE, CONTINUE
 SQ0092'THROUGH GATE AND ALONG TRAIL 2.1 MILE TO TOP OF RIDGE WHERE TRAIL
 SQ0092'TURNS S, CONTINUE S ALONG TRAIL 1.4 MI TO END OF TRAIL, TURN RIGHT AND
 SQ0092'GO W FOR 0.1 MILE AND STATION SITE, 158 FT NW OF FENCE CORNER, 10 FT
 SQ0092'NE OF FENCE, 56 FT SW OF DIM TRAIL, SET IN TOP OF CONCRETE POST
 SQ0092'PROJECTING 0.7 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0249 ***********************************************************************
 SP0249  DESIGNATION -  G 84
 SP0249  PID         -  SP0249
 SP0249  STATE/COUNTY-  MT/MCCONE
 SP0249  USGS QUAD   -  GADY COULEE (1983)
 SP0249
 SP0249                         *CURRENT SURVEY CONTROL
 SP0249  ___________________________________________________________________
 SP0249* NAD 83(1986)-  47 57 45.     (N)    105 29 45.     (W)     SCALED    
 SP0249* NAVD 88     -       687.261  (meters)    2254.79   (feet)  ADJUSTED  
 SP0249  ___________________________________________________________________
 SP0249  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 SP0249  DYNAMIC HT  -         687.321 (meters)    2254.99  (feet)  COMP
 SP0249  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 SP0249
 SP0249  VERT ORDER  -  SECOND    CLASS 0
 SP0249
 SP0249.The horizontal coordinates were scaled from a topographic map and have
 SP0249.an estimated accuracy of +/- 6 seconds.
 SP0249
 SP0249.The orthometric height was determined by differential leveling
 SP0249.and adjusted by the National Geodetic Survey in June 1991..
 SP0249
 SP0249.The geoid height was determined by GEOID03.
 SP0249
 SP0249.The dynamic height is computed by dividing the NAVD 88
 SP0249.geopotential number by the normal gravity value computed on the
 SP0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0249.degrees latitude (g = 980.6199 gals.).
 SP0249
 SP0249.The modeled gravity was interpolated from observed gravity values.
 SP0249
 SP0249;                    North         East    Units  Estimated Accuracy
 SP0249;SPC MT       -   420,170.      898,760.      MT  (+/- 180 meters Scaled)
 SP0249
 SP0249                          SUPERSEDED SURVEY CONTROL
 SP0249
 SP0249  NGVD 29 (??/??/92)  686.66   (m)         2252.8    (f) COMPUTED    2 0
 SP0249
 SP0249.Superseded values are not recommended for survey control.
 SP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0249.See file dsdata.txt to determine how the superseded data were derived.
 SP0249
 SP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP629122(NAD 83)
 SP0249_MARKER: DB = BENCH MARK DISK
 SP0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0249_STAMPING: G 84 1934
 SP0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0249+STABILITY: SURFACE MOTION
 SP0249
 SP0249  HISTORY     - Date     Condition        Report By
 SP0249  HISTORY     - 1934     MONUMENTED       CGS
 SP0249  HISTORY     - 1941     GOOD             NGS
 SP0249  HISTORY     - 1977     GOOD             USGS
 SP0249
 SP0249                          STATION DESCRIPTION
 SP0249
 SP0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SP0249'11.9 MI S FROM MACON.
 SP0249'IN MCCONE COUNTY, 11.9 MILES SOUTH ALONG STATE HIGHWAY 13 FROM MACON,
 SP0249'ROOSEVELT COUNTY, 0.5 MILE SOUTH OF THE JUNCTION WITH A ROAD LEADING
 SP0249'EAST, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST
 SP0249'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 84 1934 AND SET
 SP0249'IN THE TOP OF A CONCRETE POST.
 SP0249
 SP0249                          STATION RECOVERY (1977)
 SP0249
 SP0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0249'INTERSECTION STATE HWY. 13 AND COUNTY RD. 528. INTERSECTION IS 0.3
 SP0249'MI. SOUTH OF CENTERLINE OF BRIDGE OVER MISSOURI RIVER. SOUTH 6.8 MI.
 SP0249'TO T-RD E. EAST ON GRADED ROAD 1.0 MI. TO TRACK RD. ON THE RIGHT.
 SP0249'SOUTH ON TRACK RD. 0.5 MI. TO BM ON THE RIGHT. BM IS 107 FT. NORTH
 SP0249'AND 28 FT. WEST OF CENTERLINE RD. AT FENCE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0489 ***********************************************************************
 RU0489  DESIGNATION -  G 85
 RU0489  PID         -  RU0489
 RU0489  STATE/COUNTY-  MT/GARFIELD
 RU0489  USGS QUAD   -  BLACK HILLS (1965)
 RU0489
 RU0489                         *CURRENT SURVEY CONTROL
 RU0489  ___________________________________________________________________
 RU0489* NAD 83(1986)-  46 58 00.     (N)    106 42 55.     (W)     SCALED    
 RU0489* NAVD 88     -       889.507  (meters)    2918.32   (feet)  ADJUSTED  
 RU0489  ___________________________________________________________________
 RU0489  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 RU0489  DYNAMIC HT  -         889.468 (meters)    2918.20  (feet)  COMP
 RU0489  MODELED GRAV-     980,539.8   (mgal)                       NAVD 88
 RU0489
 RU0489  VERT ORDER  -  SECOND    CLASS 0
 RU0489
 RU0489.The horizontal coordinates were scaled from a topographic map and have
 RU0489.an estimated accuracy of +/- 6 seconds.
 RU0489
 RU0489.The orthometric height was determined by differential leveling
 RU0489.and adjusted by the National Geodetic Survey in June 1991..
 RU0489
 RU0489.The geoid height was determined by GEOID03.
 RU0489
 RU0489.The dynamic height is computed by dividing the NAVD 88
 RU0489.geopotential number by the normal gravity value computed on the
 RU0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0489.degrees latitude (g = 980.6199 gals.).
 RU0489
 RU0489.The modeled gravity was interpolated from observed gravity values.
 RU0489
 RU0489;                    North         East    Units  Estimated Accuracy
 RU0489;SPC MT       -   305,640.      811,750.      MT  (+/- 180 meters Scaled)
 RU0489
 RU0489                          SUPERSEDED SURVEY CONTROL
 RU0489
 RU0489  NGVD 29 (??/??/92)  888.839  (m)         2916.13   (f) ADJ UNCH    2 0
 RU0489
 RU0489.Superseded values are not recommended for survey control.
 RU0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0489.See file dsdata.txt to determine how the superseded data were derived.
 RU0489
 RU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN695028(NAD 83)
 RU0489_MARKER: DB = BENCH MARK DISK
 RU0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0489_STAMPING: G 85 1934
 RU0489_MARK LOGO: CGS   
 RU0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0489+STABILITY: SURFACE MOTION
 RU0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0489+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 RU0489
 RU0489  HISTORY     - Date     Condition        Report By
 RU0489  HISTORY     - 1934     MONUMENTED       CGS
 RU0489  HISTORY     - 19950504 GOOD             MTDOT
 RU0489
 RU0489                          STATION DESCRIPTION
 RU0489
 RU0489'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RU0489'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES A NEW
 RU0489'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM)
 RU0489'SOUTHWEST OF COHAGEN, 0.3 MI (0.5 KM) SOUTH OF A CATTLE GUARD, 1.25 MI
 RU0489'(2.01 KM) SOUTH OF LITTLE DRY CREEK, ALONG THE WEST SIDE OF THE
 RU0489'COHAGEN-FORSYTH ROAD AND AT THE TOP OF A RIDGE.  TO REACH FROM THE
 RU0489'COHAGEN POST OFFICE, GO SOUTHERLY ON STATE HIGHWAY 59 FOR 0.3 MI (0.5
 RU0489'KM) TO LITTLE DRY ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 RU0489'THE GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO A FORK JUST AFTER PASSING
 RU0489'OVER A CATTLE GUARD.  TAKE THE LEFT FORK AND GO SOUTHERLY FOR 2.0 MI
 RU0489'(3.2 KM) TO A CATTLE GUARD.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 1.3
 RU0489'MI (2.1 KM) TO E 85 ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVEL ROAD
 RU0489'FOR 2.05 MI (3.30 KM) TO A ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR
 RU0489'0.1 MI (0.2 KM) TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHERLY FOR
 RU0489'1.1 MI (1.8 KM) TO LITTLE DRY CREEK. CONTINUE SOUTHERLY FOR 1.25 MI
 RU0489'(2.01 KM) TO THE STATION ON THE RIGHT.  THE STATION IS IN A PASTURE
 RU0489'AREA ON TOP OF A RIDGE AND 84.0 FT (25.6 M) SOUTHWEST OF THE CENTER OF
 RU0489'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0139 ***********************************************************************
 RU0139  DESIGNATION -  G 86
 RU0139  PID         -  RU0139
 RU0139  STATE/COUNTY-  MT/ROSEBUD
 RU0139  USGS QUAD   -  FORSYTH (1984)
 RU0139
 RU0139                         *CURRENT SURVEY CONTROL
 RU0139  ___________________________________________________________________
 RU0139* NAD 83(1986)-  46 19 14.     (N)    106 42 08.     (W)     SCALED    
 RU0139* NAVD 88     -       873.503  (meters)    2865.82   (feet)  ADJUSTED  
 RU0139  ___________________________________________________________________
 RU0139  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 RU0139  DYNAMIC HT  -         873.403 (meters)    2865.49  (feet)  COMP
 RU0139  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 RU0139
 RU0139  VERT ORDER  -  FIRST     CLASS II
 RU0139
 RU0139.The horizontal coordinates were scaled from a topographic map and have
 RU0139.an estimated accuracy of +/- 6 seconds.
 RU0139
 RU0139.The orthometric height was determined by differential leveling
 RU0139.and adjusted by the National Geodetic Survey in June 1991..
 RU0139
 RU0139.The geoid height was determined by GEOID03.
 RU0139
 RU0139.The dynamic height is computed by dividing the NAVD 88
 RU0139.geopotential number by the normal gravity value computed on the
 RU0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0139.degrees latitude (g = 980.6199 gals.).
 RU0139
 RU0139.The modeled gravity was interpolated from observed gravity values.
 RU0139
 RU0139;                    North         East    Units  Estimated Accuracy
 RU0139;SPC MT       -   233,940.      815,310.      MT  (+/- 180 meters Scaled)
 RU0139
 RU0139                          SUPERSEDED SURVEY CONTROL
 RU0139
 RU0139  NGVD 29 (??/??/92)  872.861  (m)         2863.71   (f) ADJ UNCH    1 2
 RU0139
 RU0139.Superseded values are not recommended for survey control.
 RU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0139.See file dsdata.txt to determine how the superseded data were derived.
 RU0139
 RU0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM689310(NAD 83)
 RU0139_MARKER: DB = BENCH MARK DISK
 RU0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0139_STAMPING: G 86 1934
 RU0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0139+STABILITY: SURFACE MOTION
 RU0139
 RU0139  HISTORY     - Date     Condition        Report By
 RU0139  HISTORY     - 1934     MONUMENTED       CGS
 RU0139  HISTORY     - 1960     GOOD             NGS
 RU0139  HISTORY     - 1968     MARK NOT FOUND   USGS
 RU0139
 RU0139                          STATION DESCRIPTION
 RU0139
 RU0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0139'5.85 MI N FROM FORSYTH.
 RU0139'ABOUT 0.8 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0139'STATION AT FORSYTH, THENCE 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 12,
 RU0139'THENCE 0.7 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 2.65 MILES
 RU0139'NORTH ALONG A GRAVELED ROAD TO THE JUNCTION OF A PRIVATE ROAD LEADING
 RU0139'WEST, THENCE 0.25 MILE WEST ALONG THE PRIVATE ROAD, 320 FEET SOUTH OF
 RU0139'THE CENTER LINE OF THE EAST-WEST ROAD, 322 FEET SOUTH-SOUTHEAST OF THE
 RU0139'JUNCTION OF A NORTH-SOUTH PRIVATE ROAD, 31 FEET EAST OF THE CENTER
 RU0139'LINE OF THE NORTH-SOUTH ROAD, 1.0 FOOT EAST OF A METAL WITNESS POST,
 RU0139'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RU0139
 RU0139                          STATION RECOVERY (1968)
 RU0139
 RU0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RU0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0021 ***********************************************************************
 RU0021  DESIGNATION -  G 87
 RU0021  PID         -  RU0021
 RU0021  STATE/COUNTY-  MT/GARFIELD
 RU0021  USGS QUAD   -  HILLSIDE (1965)
 RU0021
 RU0021                         *CURRENT SURVEY CONTROL
 RU0021  ___________________________________________________________________
 RU0021* NAD 83(1986)-  46 57 20.     (N)    106 28 11.     (W)     SCALED    
 RU0021* NAVD 88     -       847.993  (meters)    2782.12   (feet)  ADJUSTED  
 RU0021  ___________________________________________________________________
 RU0021  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 RU0021  DYNAMIC HT  -         847.956 (meters)    2782.00  (feet)  COMP
 RU0021  MODELED GRAV-     980,540.8   (mgal)                       NAVD 88
 RU0021
 RU0021  VERT ORDER  -  SECOND    CLASS 0
 RU0021
 RU0021.The horizontal coordinates were scaled from a topographic map and have
 RU0021.an estimated accuracy of +/- 6 seconds.
 RU0021
 RU0021.The orthometric height was determined by differential leveling
 RU0021.and adjusted by the National Geodetic Survey in June 1991..
 RU0021
 RU0021.The geoid height was determined by GEOID03.
 RU0021
 RU0021.The dynamic height is computed by dividing the NAVD 88
 RU0021.geopotential number by the normal gravity value computed on the
 RU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0021.degrees latitude (g = 980.6199 gals.).
 RU0021
 RU0021.The modeled gravity was interpolated from observed gravity values.
 RU0021
 RU0021;                    North         East    Units  Estimated Accuracy
 RU0021;SPC MT       -   305,100.      830,460.      MT  (+/- 180 meters Scaled)
 RU0021
 RU0021                          SUPERSEDED SURVEY CONTROL
 RU0021
 RU0021.No superseded survey control is available for this station.
 RU0021
 RU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN881012(NAD 83)
 RU0021_MARKER: DB = BENCH MARK DISK
 RU0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0021_STAMPING: G 87 1934
 RU0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0021+STABILITY: SURFACE MOTION
 RU0021
 RU0021  HISTORY     - Date     Condition        Report By
 RU0021  HISTORY     - 1934     MONUMENTED       CGS
 RU0021  HISTORY     - 1938     GOOD             NGS
 RU0021
 RU0021                          STATION DESCRIPTION
 RU0021
 RU0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RU0021'9.9 MI SE FROM COHAGEN.
 RU0021'9.9 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM COHAGEN, GARFIELD
 RU0021'COUNTY, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 RU0021'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN THE TOP
 RU0021'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0069 ***********************************************************************
 SR0069  DESIGNATION -  G 89
 SR0069  PID         -  SR0069
 SR0069  STATE/COUNTY-  MT/PETROLEUM
 SR0069  USGS QUAD   -  WINNETT NORTH (1986)
 SR0069
 SR0069                         *CURRENT SURVEY CONTROL
 SR0069  ___________________________________________________________________
 SR0069* NAD 83(1986)-  47 00 13.     (N)    108 16 27.     (W)     SCALED    
 SR0069* NAVD 88     -       887.568  (meters)    2911.96   (feet)  ADJUSTED  
 SR0069  ___________________________________________________________________
 SR0069  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR0069  DYNAMIC HT  -         887.530 (meters)    2911.84  (feet)  COMP
 SR0069  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 SR0069
 SR0069  VERT ORDER  -  SECOND    CLASS 0
 SR0069
 SR0069.The horizontal coordinates were scaled from a topographic map and have
 SR0069.an estimated accuracy of +/- 6 seconds.
 SR0069
 SR0069.The orthometric height was determined by differential leveling
 SR0069.and adjusted by the National Geodetic Survey in June 1991..
 SR0069
 SR0069.The geoid height was determined by GEOID03.
 SR0069
 SR0069.The dynamic height is computed by dividing the NAVD 88
 SR0069.geopotential number by the normal gravity value computed on the
 SR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0069.degrees latitude (g = 980.6199 gals.).
 SR0069
 SR0069.The modeled gravity was interpolated from observed gravity values.
 SR0069
 SR0069;                    North         East    Units  Estimated Accuracy
 SR0069;SPC MT       -   306,710.      693,170.      MT  (+/- 180 meters Scaled)
 SR0069
 SR0069                          SUPERSEDED SURVEY CONTROL
 SR0069
 SR0069  NGVD 29 (??/??/92)  886.87   (m)         2909.7    (f) COMPUTED    2 0
 SR0069
 SR0069.Superseded values are not recommended for survey control.
 SR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0069.See file dsdata.txt to determine how the superseded data were derived.
 SR0069
 SR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT072091(NAD 83)
 SR0069_MARKER: DB = BENCH MARK DISK
 SR0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0069_SP_SET: ABUTMENT
 SR0069_STAMPING: G 89 1934
 SR0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0069
 SR0069  HISTORY     - Date     Condition        Report By
 SR0069  HISTORY     - 1934     MONUMENTED       CGS
 SR0069
 SR0069                          STATION DESCRIPTION
 SR0069
 SR0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0069'4.0 MI NE FROM WINNETT.
 SR0069'4.0 MILES NE OF AND ALONG STATE HWY 18 45 FT. W OF AN OLD T ROAD N
 SR0069'THROUGH GATE IN FENCE LINE.  DISK SET IN HORIZONTALLY ON W END OF
 SR0069'CONCRETE ABUTMENT OF A CULVERT UNDER HIGHWAY.  20 FT. N OF CENTER OF
 SR0069'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0070 ***********************************************************************
 SR0070  DESIGNATION -  G 89 RESET
 SR0070  PID         -  SR0070
 SR0070  STATE/COUNTY-  MT/PETROLEUM
 SR0070  USGS QUAD   -  WINNETT NORTH (1986)
 SR0070
 SR0070                         *CURRENT SURVEY CONTROL
 SR0070  ___________________________________________________________________
 SR0070* NAD 83(1986)-  47 00 13.     (N)    108 16 27.     (W)     SCALED    
 SR0070* NAVD 88     -       888.61   (meters)    2915.4    (feet)  RESET     
 SR0070  ___________________________________________________________________
 SR0070  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR0070
 SR0070  VERT ORDER  -  THIRD
 SR0070
 SR0070.The horizontal coordinates were scaled from a topographic map and have
 SR0070.an estimated accuracy of +/- 6 seconds.
 SR0070
 SR0070.The orthometric height was computed from unverified reset data.
 SR0070.No vertical observational check was made to the station.
 SR0070
 SR0070.The geoid height was determined by GEOID03.
 SR0070
 SR0070;                    North         East    Units  Estimated Accuracy
 SR0070;SPC MT       -   306,710.      693,170.      MT  (+/- 180 meters Scaled)
 SR0070
 SR0070                          SUPERSEDED SURVEY CONTROL
 SR0070
 SR0070  NGVD 29 (??/??/??)  887.90   (m)         2913.1    (f) RESET       3  
 SR0070
 SR0070.Superseded values are not recommended for survey control.
 SR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0070.See file dsdata.txt to determine how the superseded data were derived.
 SR0070
 SR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT072091(NAD 83)
 SR0070_MARKER: DB = BENCH MARK DISK
 SR0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0070_STAMPING: G 89 RESET 1954
 SR0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0070+STABILITY: SURFACE MOTION
 SR0070
 SR0070  HISTORY     - Date     Condition        Report By
 SR0070  HISTORY     - 1954     MONUMENTED       MTDH
 SR0070  HISTORY     - 1955     GOOD             NGS
 SR0070  HISTORY     - 1979     GOOD             USGS
 SR0070
 SR0070                          STATION DESCRIPTION
 SR0070
 SR0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 SR0070'4.0 MI NE FROM WINNETT.
 SR0070'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM WINNETT, ABOUT 45 FEET
 SR0070'WEST OF THE JUNCTION OF A ROAD LEADING NORTH, AND 109 FEET NORTH OF
 SR0070'THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION 142+49.  A STANDARD
 SR0070'DISK, STAMPED G 89 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST.
 SR0070
 SR0070                          STATION RECOVERY (1979)
 SR0070
 SR0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0070'FROM JUNCTION OF HWAYS 244 AND 200 (JUST NORTH OF WINNETT, MT) GO
 SR0070'EAST ALONG HWY 200 APPROX. 3.85 MI. TO TRACK ROAD N AND CORRAL JUST
 SR0070'NORTH OF THE HWY. FROM A TRACK ROAD N. AT GATE GO 18 FT. W. ALONG
 SR0070'FENCE. BM IS APPROX. 1.5 FT. SOUTH AT FENCE. A STANDARD DISK, STAMPED
 SR0070'G 89 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0259 ***********************************************************************
 RW0259  DESIGNATION -  G 9
 RW0259  PID         -  RW0259
 RW0259  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0259  USGS QUAD   -  EAST HELENA (1985)
 RW0259
 RW0259                         *CURRENT SURVEY CONTROL
 RW0259  ___________________________________________________________________
 RW0259* NAD 83(1986)-  46 35 43.     (N)    111 59 00.     (W)     SCALED    
 RW0259* NAVD 88     -      1198.878  (meters)    3933.32   (feet)  ADJUSTED  
 RW0259  ___________________________________________________________________
 RW0259  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RW0259  DYNAMIC HT  -        1198.620 (meters)    3932.47  (feet)  COMP
 RW0259  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 RW0259
 RW0259  VERT ORDER  -  FIRST     CLASS II
 RW0259
 RW0259.The horizontal coordinates were scaled from a topographic map and have
 RW0259.an estimated accuracy of +/- 6 seconds.
 RW0259
 RW0259.The orthometric height was determined by differential leveling
 RW0259.and adjusted by the National Geodetic Survey in June 1991..
 RW0259.WARNING-Repeat measurements at this control monument indicate possible
 RW0259.vertical movement.
 RW0259
 RW0259.The geoid height was determined by GEOID03.
 RW0259
 RW0259.The dynamic height is computed by dividing the NAVD 88
 RW0259.geopotential number by the normal gravity value computed on the
 RW0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0259.degrees latitude (g = 980.6199 gals.).
 RW0259
 RW0259.The modeled gravity was interpolated from observed gravity values.
 RW0259
 RW0259;                    North         East    Units  Estimated Accuracy
 RW0259;SPC MT       -   263,630.      409,850.      MT  (+/- 180 meters Scaled)
 RW0259
 RW0259                          SUPERSEDED SURVEY CONTROL
 RW0259
 RW0259  NGVD 29 (??/??/92) 1197.837  (m)         3929.90   (f) ADJ UNCH    1 2
 RW0259
 RW0259.Superseded values are not recommended for survey control.
 RW0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0259.See file dsdata.txt to determine how the superseded data were derived.
 RW0259
 RW0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS246606(NAD 83)
 RW0259_MARKER: DB = BENCH MARK DISK
 RW0259_SETTING: 0 = UNSPECIFIED SETTING
 RW0259_SP_SET: GRANITE POST
 RW0259_STAMPING: 3930.025
 RW0259_MARK LOGO: CGS   
 RW0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0259+STABILITY: SURFACE MOTION
 RW0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0259+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 RW0259
 RW0259  HISTORY     - Date     Condition        Report By
 RW0259  HISTORY     - UNK      MONUMENTED       CGS
 RW0259  HISTORY     - 1962     GOOD             NGS
 RW0259  HISTORY     - 1968     GOOD             NGS
 RW0259  HISTORY     - 19960807 GOOD             MTDOT
 RW0259
 RW0259                          STATION DESCRIPTION
 RW0259
 RW0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0259'2.95 MI W FROM EAST HELENA.
 RW0259'2.95 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE AMERICAN
 RW0259'SMELTER AND REFINING BAG BUILDING AT EAST HELENA, 0.2 MILE EAST OF THE
 RW0259'CROSSING OF A ROAD, 118 FEET WEST-NORTHWEST AND ACROSS THE TRACK FROM
 RW0259'MILEPOST 216, 46.2 FEET NORTH OF THE NORTH RAIL, 2.3 FEET SOUTH OF A
 RW0259'FENCE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 RW0259'TRACK, AND SET IN THE TOP OF A GRANITE POST PROJECTING 0.6 FOOT ABOVE
 RW0259'THE GROUND.
 RW0259
 RW0259                          STATION RECOVERY (1968)
 RW0259
 RW0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RW0259'RECOVERED IN GOOD CONDITION.
 RW0259
 RW0259                          STATION RECOVERY (1996)
 RW0259
 RW0259'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0259'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND U.S.  HIGHWAY 12, IN
 RW0259'HELENA, GO EAST ON U.S.  HIGHWAY 12 FOR 0.35 MI (0.56 KM) TO CARTER
 RW0259'DRIVE, TURN LEFT AND GO NORTH ON CARTER DRIVE FOR 0.35 MI (0.56 KM) TO
 RW0259'A TRACK ROAD ON THE RIGHT BETWEEN TWO RAILROAD TRACKS, GO EAST ON THE
 RW0259'TRACK ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT, 0.25 MI
 RW0259'(0.40 KM) NORTH OF THE CONOCO DISTRIBUTING PLANT, 14.0 FT (4.3 M)
 RW0259'NORTH OF THE NORTH RAIL OF A SPUR LINE, 20 FT (6.1 M) SOUTH OF AN OLD
 RW0259'WITNESS POST AND 2.0 FT (0.6 M) NORTH OF A NEW WITNESS POST.  THE MARK
 RW0259'IS A DISK SET IN TOP OF A GRANITE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0247 ***********************************************************************
 ST0247  DESIGNATION -  G 9 S
 ST0247  PID         -  ST0247
 ST0247  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0247  USGS QUAD   -  BOWMANS CORNERS (1962)
 ST0247
 ST0247                         *CURRENT SURVEY CONTROL
 ST0247  ___________________________________________________________________
 ST0247* NAD 83(1986)-  47 20 10.     (N)    112 13 47.     (W)     SCALED    
 ST0247* NAVD 88     -      1310.906  (meters)    4300.86   (feet)  ADJUSTED  
 ST0247  ___________________________________________________________________
 ST0247  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 ST0247  DYNAMIC HT  -        1310.710 (meters)    4300.22  (feet)  COMP
 ST0247  MODELED GRAV-     980,417.2   (mgal)                       NAVD 88
 ST0247
 ST0247  VERT ORDER  -  SECOND    CLASS 0
 ST0247
 ST0247.The horizontal coordinates were scaled from a topographic map and have
 ST0247.an estimated accuracy of +/- 6 seconds.
 ST0247
 ST0247.The orthometric height was determined by differential leveling
 ST0247.and adjusted by the National Geodetic Survey in June 1991..
 ST0247
 ST0247.The geoid height was determined by GEOID03.
 ST0247
 ST0247.The dynamic height is computed by dividing the NAVD 88
 ST0247.geopotential number by the normal gravity value computed on the
 ST0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0247.degrees latitude (g = 980.6199 gals.).
 ST0247
 ST0247.The modeled gravity was interpolated from observed gravity values.
 ST0247
 ST0247;                    North         East    Units  Estimated Accuracy
 ST0247;SPC MT       -   346,510.      393,860.      MT  (+/- 180 meters Scaled)
 ST0247
 ST0247                          SUPERSEDED SURVEY CONTROL
 ST0247
 ST0247  NGVD 29 (??/??/92) 1309.898  (m)         4297.56   (f) ADJ UNCH    2 0
 ST0247
 ST0247.Superseded values are not recommended for survey control.
 ST0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0247.See file dsdata.txt to determine how the superseded data were derived.
 ST0247
 ST0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT070432(NAD 83)
 ST0247_MARKER: DS = TRIANGULATION STATION DISK
 ST0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0247_STAMPING: G 9 S 1961
 ST0247_MARK LOGO: CGS   
 ST0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0247+STABILITY: SURFACE MOTION
 ST0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0247+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1997
 ST0247
 ST0247  HISTORY     - Date     Condition        Report By
 ST0247  HISTORY     - 1961     MONUMENTED       CGS
 ST0247  HISTORY     - 19970225 GOOD             MTDOT
 ST0247
 ST0247                          STATION DESCRIPTION
 ST0247
 ST0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0247'13.75 MI SE FROM AUGUSTA.
 ST0247'13.75 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0247'AUGUSTA, AT THE JUNCTION OF A GRAVELED ROAD, 45 FEET SOUTHWEST OF THE
 ST0247'CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF THE CENTER LINE OF THE
 ST0247'ROAD, 14 1/2 FEET WEST OF A POWER LINE POLE WITH 2 GUY WIRES, 8.0 FEET
 ST0247'WEST OF A FENCE CORNER, 3.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST,
 ST0247'ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 ST0247'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ST0247
 ST0247                          STATION RECOVERY (1997)
 ST0247
 ST0247'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 ST0247'4.55 MI (7.32 KM) NORTH ALONG U.S.  HIGHWAY 287, FROM BOWMANS CORNER
 ST0247'AT THE JUNCTION OF U.S.  HIGHWAY 287 AND STATE HIGHWAY 200, TO THE
 ST0247'STATION ON THE LEFT AT A GRAVEL ROAD TO THE WEST, 45.0 FT (13.7 M)
 ST0247'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 30.0 FT (9.1 M) NORTH OF THE
 ST0247'CENTER OF THE GRAVEL ROAD, 8.2 FT (2.5 M) WEST OF A FENCE CORNER, 3.85
 ST0247'FT (1.17 M) SOUTHWEST OF A WITNESS POST SET IN THE FENCE LINE AND
 ST0247'ACROSS THE HIGHWAY FROM AN OLD MISSLE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0248 ***********************************************************************
 ST0248  DESIGNATION -  G 9 S RM 1
 ST0248  PID         -  ST0248
 ST0248  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0248  USGS QUAD   -  BOWMANS CORNERS (1962)
 ST0248
 ST0248                         *CURRENT SURVEY CONTROL
 ST0248  ___________________________________________________________________
 ST0248* NAD 83(1986)-  47 20 11.     (N)    112 13 46.     (W)     SCALED    
 ST0248* NAVD 88     -      1311.122  (meters)    4301.57   (feet)  ADJUSTED  
 ST0248  ___________________________________________________________________
 ST0248  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 ST0248  DYNAMIC HT  -        1310.926 (meters)    4300.93  (feet)  COMP
 ST0248  MODELED GRAV-     980,417.2   (mgal)                       NAVD 88
 ST0248
 ST0248  VERT ORDER  -  SECOND    CLASS 0
 ST0248
 ST0248.The horizontal coordinates were scaled from a topographic map and have
 ST0248.an estimated accuracy of +/- 6 seconds.
 ST0248
 ST0248.The orthometric height was determined by differential leveling
 ST0248.and adjusted by the National Geodetic Survey in June 1991..
 ST0248
 ST0248.The geoid height was determined by GEOID03.
 ST0248
 ST0248.The dynamic height is computed by dividing the NAVD 88
 ST0248.geopotential number by the normal gravity value computed on the
 ST0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0248.degrees latitude (g = 980.6199 gals.).
 ST0248
 ST0248.The modeled gravity was interpolated from observed gravity values.
 ST0248
 ST0248;                    North         East    Units  Estimated Accuracy
 ST0248;SPC MT       -   346,540.      393,880.      MT  (+/- 180 meters Scaled)
 ST0248
 ST0248                          SUPERSEDED SURVEY CONTROL
 ST0248
 ST0248  NGVD 29 (??/??/92) 1310.114  (m)         4298.27   (f) ADJ UNCH    2 0
 ST0248
 ST0248.Superseded values are not recommended for survey control.
 ST0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0248.See file dsdata.txt to determine how the superseded data were derived.
 ST0248
 ST0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT071432(NAD 83)
 ST0248_MARKER: DR = REFERENCE MARK DISK
 ST0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0248_STAMPING: G 9 S NO. 1 1961
 ST0248_MARK LOGO: CGS   
 ST0248_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0248+STABILITY: SURFACE MOTION
 ST0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0248+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1997
 ST0248
 ST0248  HISTORY     - Date     Condition        Report By
 ST0248  HISTORY     - 1961     MONUMENTED       CGS
 ST0248  HISTORY     - 19970225 GOOD             MTDOT
 ST0248
 ST0248                          STATION DESCRIPTION
 ST0248
 ST0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0248'13.75 MI SE FROM AUGUSTA.
 ST0248'13.75 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0248'AUGUSTA, 92 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47.81
 ST0248'FEET SOUTHWEST OF TRIANGULATION STATION G 9 S, 30 FEET NORTH OF THE
 ST0248'CENTER LINE OF THE ROAD, 12 FEET NORTH OF A GUY POLE OF A POWER LINE
 ST0248'POLE, 1.2 FEET NORTHWEST OF A FENCE, ABOUT 3 FEET LOWER THAN THE
 ST0248'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ST0248'ABOVE THE GROUND.
 ST0248
 ST0248                          STATION RECOVERY (1997)
 ST0248
 ST0248'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 ST0248'4.55 MI (7.32 KM) NORTH ALONG U.S.  HIGHWAY 287, FROM BOWMANS CORNER
 ST0248'AT THE JUNCTION OF U.S.  HIGHWAY 287 AND STATE HIGHWAY 200, TO THE
 ST0248'STATION ON THE LEFT AT A GRAVEL ROAD TO THE WEST, 92.0 FT (28.0 M)
 ST0248'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 48.0 FT (14.6 M) SOUTHWEST OF
 ST0248'THE STATION MARK, 30.1 FT (9.2 M) NORTH OF THE CENTER OF THE ROAD AND
 ST0248'1.2 FT (0.4 M) NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0249 ***********************************************************************
 ST0249  DESIGNATION -  G 9 S RM 2
 ST0249  PID         -  ST0249
 ST0249  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0249  USGS QUAD   -  BOWMANS CORNERS (1962)
 ST0249
 ST0249                         *CURRENT SURVEY CONTROL
 ST0249  ___________________________________________________________________
 ST0249* NAD 83(1986)-  47 20 10.     (N)    112 13 45.     (W)     SCALED    
 ST0249* NAVD 88     -      1311.493  (meters)    4302.79   (feet)  ADJUSTED  
 ST0249  ___________________________________________________________________
 ST0249  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 ST0249  DYNAMIC HT  -        1311.297 (meters)    4302.15  (feet)  COMP
 ST0249  MODELED GRAV-     980,417.2   (mgal)                       NAVD 88
 ST0249
 ST0249  VERT ORDER  -  SECOND    CLASS 0
 ST0249
 ST0249.The horizontal coordinates were scaled from a topographic map and have
 ST0249.an estimated accuracy of +/- 6 seconds.
 ST0249
 ST0249.The orthometric height was determined by differential leveling
 ST0249.and adjusted by the National Geodetic Survey in June 1991..
 ST0249
 ST0249.The geoid height was determined by GEOID03.
 ST0249
 ST0249.The dynamic height is computed by dividing the NAVD 88
 ST0249.geopotential number by the normal gravity value computed on the
 ST0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0249.degrees latitude (g = 980.6199 gals.).
 ST0249
 ST0249.The modeled gravity was interpolated from observed gravity values.
 ST0249
 ST0249;                    North         East    Units  Estimated Accuracy
 ST0249;SPC MT       -   346,510.      393,900.      MT  (+/- 180 meters Scaled)
 ST0249
 ST0249                          SUPERSEDED SURVEY CONTROL
 ST0249
 ST0249  NGVD 29 (??/??/92) 1310.484  (m)         4299.48   (f) ADJ UNCH    2 0
 ST0249
 ST0249.Superseded values are not recommended for survey control.
 ST0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0249.See file dsdata.txt to determine how the superseded data were derived.
 ST0249
 ST0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT071432(NAD 83)
 ST0249_MARKER: DR = REFERENCE MARK DISK
 ST0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0249_STAMPING: G 9 S NO. 2 1961
 ST0249_MARK LOGO: CGS   
 ST0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0249+STABILITY: SURFACE MOTION
 ST0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0249+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1997
 ST0249
 ST0249  HISTORY     - Date     Condition        Report By
 ST0249  HISTORY     - 1961     MONUMENTED       CGS
 ST0249  HISTORY     - 19970225 GOOD             MTDOT
 ST0249
 ST0249                          STATION DESCRIPTION
 ST0249
 ST0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0249'13.75 MI SE FROM AUGUSTA.
 ST0249'13.75 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0249'AUGUSTA, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38.10
 ST0249'FEET NORTHWEST OF THE STATION, 30 FEET NORTH OF THE CENTER LINE OF THE
 ST0249'ROAD, 2.1 FEET SOUTHWEST OF A FENCE, ABOUT 3 FEET LOWER THAN THE
 ST0249'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 ST0249'ABOVE THE GROUND.
 ST0249
 ST0249                          STATION RECOVERY (1997)
 ST0249
 ST0249'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 ST0249'4.55 MI (7.32 KM) NORTH ALONG U.S.  HIGHWAY 287, FROM BOWMANS CORNER
 ST0249'AT THE JUNCTION OF U.S.  HIGHWAY 287 AND STATE HIGHWAY 200, TO THE
 ST0249'STATION ON THE LEFT AT A GRAVEL ROAD TO THE WEST, 45.0 FT (13.7 M)
 ST0249'SOUTHWEST OF THE CENTER OF THE CENTER OF THE HIGHWAY, 38.  1 FT (0.3
 ST0249'M) NORTHWEST OF THE STATION, 30.2 FT (9.2 M) NORTH OF THE CENTER OF
 ST0249'THE GRAVEL ROAD AND 2.2 FT (0.7 M) SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0006 ***********************************************************************
 TH0006  DESIGNATION -  G 90
 TH0006  PID         -  TH0006
 TH0006  STATE/COUNTY-  MT/SHERIDAN
 TH0006  USGS QUAD   -  ANTELOPE (1988)
 TH0006
 TH0006                         *CURRENT SURVEY CONTROL
 TH0006  ___________________________________________________________________
 TH0006* NAD 83(1986)-  48 39 55.     (N)    104 26 56.     (W)     SCALED    
 TH0006* NAVD 88     -       607.962  (meters)    1994.62   (feet)  POSTED    
 TH0006  ___________________________________________________________________
 TH0006  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TH0006  DYNAMIC HT  -         608.060 (meters)    1994.94  (feet)  COMP
 TH0006  MODELED GRAV-     980,758.3   (mgal)                       NAVD 88
 TH0006
 TH0006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TH0006
 TH0006.The horizontal coordinates were scaled from a topographic map and have
 TH0006.an estimated accuracy of +/- 6 seconds.
 TH0006
 TH0006.The orthometric height was determined by differential leveling
 TH0006.and adjusted by the National Geodetic Survey in 1992..
 TH0006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TH0006.rate of 0.0 thru 1.0 mm/km.
 TH0006
 TH0006.The geoid height was determined by GEOID03.
 TH0006
 TH0006.The dynamic height is computed by dividing the NAVD 88
 TH0006.geopotential number by the normal gravity value computed on the
 TH0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0006.degrees latitude (g = 980.6199 gals.).
 TH0006
 TH0006.The modeled gravity was interpolated from observed gravity values.
 TH0006
 TH0006;                    North         East    Units  Estimated Accuracy
 TH0006;SPC MT       -   502,640.      971,740.      MT  (+/- 180 meters Scaled)
 TH0006
 TH0006                          SUPERSEDED SURVEY CONTROL
 TH0006
 TH0006  NGVD 29 (??/??/92)  607.446  (m)         1992.93   (f) ADJ UNCH    2 0
 TH0006
 TH0006.Superseded values are not recommended for survey control.
 TH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0006.See file dsdata.txt to determine how the superseded data were derived.
 TH0006
 TH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP405903(NAD 83)
 TH0006_MARKER: DB = BENCH MARK DISK
 TH0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0006_STAMPING: G 90 1934
 TH0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0006+STABILITY: SURFACE MOTION
 TH0006
 TH0006  HISTORY     - Date     Condition        Report By
 TH0006  HISTORY     - 1934     MONUMENTED       CGS
 TH0006
 TH0006                          STATION DESCRIPTION
 TH0006
 TH0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0006'2.0 MI S FROM ANTELOPE.
 TH0006'2.0 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM ANTELOPE,
 TH0006'SHERIDAN COUNTY, 250 YARDS NORTH OF MILEPOST 44, AT A CURVE, AND 47
 TH0006'FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G
 TH0006'90 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0250 ***********************************************************************
 TK0250  DESIGNATION -  G 93
 TK0250  PID         -  TK0250
 TK0250  STATE/COUNTY-  MT/HILL
 TK0250  USGS QUAD   -  LAREDO (1970)
 TK0250
 TK0250                         *CURRENT SURVEY CONTROL
 TK0250  ___________________________________________________________________
 TK0250* NAD 83(1992)-  48 25 01.50722(N)    109 53 54.38748(W)     ADJUSTED  
 TK0250* NAVD 88     -       804.588  (meters)    2639.72   (feet)  POSTED    
 TK0250  ___________________________________________________________________
 TK0250  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 TK0250  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 TK0250  DYNAMIC HT  -         804.650 (meters)    2639.92  (feet)  COMP
 TK0250  MODELED GRAV-     980,664.1   (mgal)                       NAVD 88
 TK0250
 TK0250  HORZ ORDER  -  THIRD
 TK0250  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0250
 TK0250.The horizontal coordinates were established by classical geodetic methods
 TK0250.and adjusted by the National Geodetic Survey in July 1992..
 TK0250
 TK0250.The orthometric height was determined by differential leveling
 TK0250.and adjusted by the National Geodetic Survey in 1992..
 TK0250.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0250.rate of 2.1 thru 3.0 mm/km.
 TK0250
 TK0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0250
 TK0250.The geoid height was determined by GEOID03.
 TK0250
 TK0250.The dynamic height is computed by dividing the NAVD 88
 TK0250.geopotential number by the normal gravity value computed on the
 TK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0250.degrees latitude (g = 980.6199 gals.).
 TK0250
 TK0250.The modeled gravity was interpolated from observed gravity values.
 TK0250
 TK0250;                    North         East     Units Scale Factor Converg.
 TK0250;SPC MT       -   463,130.527   570,515.791   MT  0.99969472   -0 17 29.3
 TK0250;SPC MT       - 1,519,457.11  1,871,770.97   iFT  0.99969472   -0 17 29.3
 TK0250;UTM  12      - 5,363,245.316   581,506.237   MT  0.99968162   +0 49 26.4
 TK0250
 TK0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0250!SPC MT       -   0.99987639  x   0.99969472  =   0.99957115
 TK0250!UTM  12      -   0.99987639  x   0.99968162  =   0.99955805
 TK0250
 TK0250:                Primary Azimuth Mark                     Grid Az
 TK0250:SPC MT       -  SQUARE BUTTE                             191 33 20.4
 TK0250:UTM  12      -  SQUARE BUTTE                             190 26 24.7
 TK0250
 TK0250|---------------------------------------------------------------------|
 TK0250| PID    Reference Object                     Distance      Geod. Az  |
 TK0250|                                                           dddmmss.s |
 TK0250| TK0495 SQUARE BUTTE                        APPROX. 9.9 KM 1911551.1 |
 TK0250|---------------------------------------------------------------------|
 TK0250
 TK0250                          SUPERSEDED SURVEY CONTROL
 TK0250
 TK0250  NAD 83(1986)-  48 25 01.50672(N)    109 53 54.37261(W) AD(       ) 3
 TK0250  NAD 27      -  48 25 01.54608(N)    109 53 51.60983(W) AD(       ) 3
 TK0250  NGVD 29 (??/??/92)  803.76   (m)         2637.0    (f) COMPUTED    2 0
 TK0250
 TK0250.Superseded values are not recommended for survey control.
 TK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0250.See file dsdata.txt to determine how the superseded data were derived.
 TK0250
 TK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU8150663245(NAD 83)
 TK0250_MARKER: DB = BENCH MARK DISK
 TK0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0250_STAMPING: G 93 1934
 TK0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0250+STABILITY: SURFACE MOTION
 TK0250
 TK0250  HISTORY     - Date     Condition        Report By
 TK0250  HISTORY     - 1934     MONUMENTED       CGS
 TK0250  HISTORY     - 1959     GOOD             USGS
 TK0250
 TK0250                          STATION DESCRIPTION
 TK0250
 TK0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0250'1.2 MI SW FROM LAREDO.
 TK0250'1.2 MILES SW OF AND ALONG THE G N R R ABOUT 0.15 MILE SW OF 1 MILE TO
 TK0250'STATION SIGN.  OPPOSITE MILE POST 12.  57 FEET E OF CENTER OF TRACK. 9
 TK0250'FEET E OF R/W FENCE.
 TK0250
 TK0250                          STATION RECOVERY (1959)
 TK0250
 TK0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 TK0250'ABOUT 1.2 MI. SW. ALONG THE GREAT NORTHERN RAILWAY FROM LAREDO, ABOUT
 TK0250'1/8 MI. SW. OF A  -1 MI. TO STATION SIGN-, OPPOSITE MILEPOST 12, 57
 TK0250'FT. E. OF CENTER LINE OF TRACK, AND 9 FT. E. OF RIGHT OF WAY FENCE.
 TK0250'
 TK0250'RECOVERED.
 TK0250'
 TK0250'STATION MARK - NGS STANDARD TABLET ON CONCRETE POST, STAMPED ---G 93
 TK0250'1934---.
 TK0250'
 TK0250'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0022 ***********************************************************************
 SS0022  DESIGNATION -  G 94
 SS0022  PID         -  SS0022
 SS0022  STATE/COUNTY-  MT/CHOUTEAU
 SS0022  USGS QUAD   -  LOMA EAST (1953)
 SS0022
 SS0022                         *CURRENT SURVEY CONTROL
 SS0022  ___________________________________________________________________
 SS0022* NAD 83(1986)-  47 57 09.     (N)    110 23 53.     (W)     SCALED    
 SS0022* NAVD 88     -       782.574  (meters)    2567.49   (feet)  ADJUSTED  
 SS0022  ___________________________________________________________________
 SS0022  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 SS0022  DYNAMIC HT  -         782.590 (meters)    2567.55  (feet)  COMP
 SS0022  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 SS0022
 SS0022  VERT ORDER  -  SECOND    CLASS 0
 SS0022
 SS0022.The horizontal coordinates were scaled from a topographic map and have
 SS0022.an estimated accuracy of +/- 6 seconds.
 SS0022
 SS0022.The orthometric height was determined by differential leveling
 SS0022.and adjusted by the National Geodetic Survey in June 1991..
 SS0022
 SS0022.The geoid height was determined by GEOID03.
 SS0022
 SS0022.The dynamic height is computed by dividing the NAVD 88
 SS0022.geopotential number by the normal gravity value computed on the
 SS0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0022.degrees latitude (g = 980.6199 gals.).
 SS0022
 SS0022.The modeled gravity was interpolated from observed gravity values.
 SS0022
 SS0022;                    North         East    Units  Estimated Accuracy
 SS0022;SPC MT       -   411,800.      532,950.      MT  (+/- 180 meters Scaled)
 SS0022
 SS0022                          SUPERSEDED SURVEY CONTROL
 SS0022
 SS0022  NGVD 29 (??/??/92)  781.729  (m)         2564.72   (f) ADJ UNCH    2 0
 SS0022
 SS0022.Superseded values are not recommended for survey control.
 SS0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0022.See file dsdata.txt to determine how the superseded data were derived.
 SS0022
 SS0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU449111(NAD 83)
 SS0022_MARKER: DB = BENCH MARK DISK
 SS0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0022_STAMPING: G 94 1934
 SS0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0022+STABILITY: SURFACE MOTION
 SS0022
 SS0022  HISTORY     - Date     Condition        Report By
 SS0022  HISTORY     - 1934     MONUMENTED       CGS
 SS0022
 SS0022                          STATION DESCRIPTION
 SS0022
 SS0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0022'0.6 MI SW FROM LIPPARD.
 SS0022'0.6 MILE SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM LIPPARD,
 SS0022'CHOUTEAU COUNTY, 48 YARDS EAST OF CULVERT 56.64, 45 FEET NORTH OF THE
 SS0022'CENTERLINE OF THE TRACK, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 SS0022'STANDARD DISK, STAMPED G 94 1934 AND SET IN THE TOP OF A CONCRETE
 SS0022'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0852 ***********************************************************************
 SR0852  DESIGNATION -  G 95
 SR0852  PID         -  SR0852
 SR0852  STATE/COUNTY-  MT/FERGUS
 SR0852  USGS QUAD   -  P N RANCH (1954)
 SR0852
 SR0852                         *CURRENT SURVEY CONTROL
 SR0852  ___________________________________________________________________
 SR0852* NAD 83(1986)-  47 43 08.     (N)    109 38 36.     (W)     SCALED    
 SR0852* NAVD 88     -       748.952  (meters)    2457.19   (feet)  ADJUSTED  
 SR0852  ___________________________________________________________________
 SR0852  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 SR0852  DYNAMIC HT  -         748.971 (meters)    2457.25  (feet)  COMP
 SR0852  MODELED GRAV-     980,612.2   (mgal)                       NAVD 88
 SR0852
 SR0852  VERT ORDER  -  SECOND    CLASS 0
 SR0852
 SR0852.The horizontal coordinates were scaled from a topographic map and have
 SR0852.an estimated accuracy of +/- 6 seconds.
 SR0852
 SR0852.The orthometric height was determined by differential leveling
 SR0852.and adjusted by the National Geodetic Survey in June 1991..
 SR0852
 SR0852.The geoid height was determined by GEOID03.
 SR0852
 SR0852.The dynamic height is computed by dividing the NAVD 88
 SR0852.geopotential number by the normal gravity value computed on the
 SR0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0852.degrees latitude (g = 980.6199 gals.).
 SR0852
 SR0852.The modeled gravity was interpolated from observed gravity values.
 SR0852
 SR0852;                    North         East    Units  Estimated Accuracy
 SR0852;SPC MT       -   385,470.      589,250.      MT  (+/- 180 meters Scaled)
 SR0852
 SR0852                          SUPERSEDED SURVEY CONTROL
 SR0852
 SR0852  NGVD 29 (??/??/92)  748.147  (m)         2454.55   (f) ADJ UNCH    2 0
 SR0852
 SR0852.Superseded values are not recommended for survey control.
 SR0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0852.See file dsdata.txt to determine how the superseded data were derived.
 SR0852
 SR0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT017859(NAD 83)
 SR0852_MARKER: DB = BENCH MARK DISK
 SR0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0852_STAMPING: G 95 1934
 SR0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0852+STABILITY: SURFACE MOTION
 SR0852
 SR0852  HISTORY     - Date     Condition        Report By
 SR0852  HISTORY     - 1934     MONUMENTED       CGS
 SR0852
 SR0852                          STATION DESCRIPTION
 SR0852
 SR0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0852'2.0 MI S FROM JUDITH.
 SR0852'2.0 MILES SOUTH ALONG STATE HIGHWAY 27 FROM JUDITH, 371 YARDS
 SR0852'SOUTHEAST OF THE CROSSING OF AN IRRIGATION DITCH, AND 38 FEET EAST OF
 SR0852'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 95 1934 AND
 SR0852'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0014 ***********************************************************************
 SS0014  DESIGNATION -  G 96
 SS0014  PID         -  SS0014
 SS0014  STATE/COUNTY-  MT/CHOUTEAU
 SS0014  USGS QUAD   -  MONTAGUE (1972)
 SS0014
 SS0014                         *CURRENT SURVEY CONTROL
 SS0014  ___________________________________________________________________
 SS0014* NAD 83(1986)-  47 42 49.     (N)    110 23 54.     (W)     SCALED    
 SS0014* NAVD 88     -       994.055  (meters)    3261.33   (feet)  ADJUSTED  
 SS0014  ___________________________________________________________________
 SS0014  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS0014  DYNAMIC HT  -         994.046 (meters)    3261.30  (feet)  COMP
 SS0014  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 SS0014
 SS0014  VERT ORDER  -  SECOND    CLASS 0
 SS0014
 SS0014.The horizontal coordinates were scaled from a topographic map and have
 SS0014.an estimated accuracy of +/- 6 seconds.
 SS0014
 SS0014.The orthometric height was determined by differential leveling
 SS0014.and adjusted by the National Geodetic Survey in June 1991..
 SS0014
 SS0014.The geoid height was determined by GEOID03.
 SS0014
 SS0014.The dynamic height is computed by dividing the NAVD 88
 SS0014.geopotential number by the normal gravity value computed on the
 SS0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0014.degrees latitude (g = 980.6199 gals.).
 SS0014
 SS0014.The modeled gravity was interpolated from observed gravity values.
 SS0014
 SS0014;                    North         East    Units  Estimated Accuracy
 SS0014;SPC MT       -   385,260.      532,630.      MT  (+/- 180 meters Scaled)
 SS0014
 SS0014                          SUPERSEDED SURVEY CONTROL
 SS0014
 SS0014  NGVD 29 (??/??/92)  993.201  (m)         3258.53   (f) ADJ UNCH    2 0
 SS0014
 SS0014.Superseded values are not recommended for survey control.
 SS0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0014.See file dsdata.txt to determine how the superseded data were derived.
 SS0014
 SS0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT451846(NAD 83)
 SS0014_MARKER: DB = BENCH MARK DISK
 SS0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0014_STAMPING: G 96 1934
 SS0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0014+STABILITY: SURFACE MOTION
 SS0014
 SS0014  HISTORY     - Date     Condition        Report By
 SS0014  HISTORY     - 1934     MONUMENTED       CGS
 SS0014  HISTORY     - 1972     GOOD             USGS
 SS0014
 SS0014                          STATION DESCRIPTION
 SS0014
 SS0014'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SS0014'14.0 MI NW FROM GERALDINE.
 SS0014'ABOUT 8 MILES NORTH AND 6 MILES WEST OF GERALDINE.  T 23 N, R 10 E, 77
 SS0014'FEET WEST AND 34 FEET NORTH OF THE PROBABLE SOUTH 1/4 CORNER OF
 SS0014'SECTION 25.  A STANDARD DISK STAMPED G-96 1934 AND SET IN THE TOP OF A
 SS0014'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0134 ***********************************************************************
 TL0134  DESIGNATION -  G 97
 TL0134  PID         -  TL0134
 TL0134  STATE/COUNTY-  MT/LIBERTY
 TL0134  USGS QUAD   -  GOOSE BILL BUTTE NW (1970)
 TL0134
 TL0134                         *CURRENT SURVEY CONTROL
 TL0134  ___________________________________________________________________
 TL0134* NAD 83(1986)-  48 08 53.     (N)    110 53 30.     (W)     SCALED    
 TL0134* NAVD 88     -       968.257  (meters)    3176.69   (feet)  ADJUSTED  
 TL0134  ___________________________________________________________________
 TL0134  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0134  DYNAMIC HT  -         968.292 (meters)    3176.80  (feet)  COMP
 TL0134  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 TL0134
 TL0134  VERT ORDER  -  SECOND    CLASS 0
 TL0134
 TL0134.The horizontal coordinates were scaled from a topographic map and have
 TL0134.an estimated accuracy of +/- 6 seconds.
 TL0134
 TL0134.The orthometric height was determined by differential leveling
 TL0134.and adjusted by the National Geodetic Survey in June 1991..
 TL0134
 TL0134.The geoid height was determined by GEOID03.
 TL0134
 TL0134.The dynamic height is computed by dividing the NAVD 88
 TL0134.geopotential number by the normal gravity value computed on the
 TL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0134.degrees latitude (g = 980.6199 gals.).
 TL0134
 TL0134.The modeled gravity was interpolated from observed gravity values.
 TL0134
 TL0134;                    North         East    Units  Estimated Accuracy
 TL0134;SPC MT       -   434,070.      496,490.      MT  (+/- 180 meters Scaled)
 TL0134
 TL0134                          SUPERSEDED SURVEY CONTROL
 TL0134
 TL0134  NGVD 29 (??/??/92)  967.358  (m)         3173.74   (f) ADJ UNCH    2 0
 TL0134
 TL0134.Superseded values are not recommended for survey control.
 TL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0134.See file dsdata.txt to determine how the superseded data were derived.
 TL0134
 TL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU080327(NAD 83)
 TL0134_MARKER: DB = BENCH MARK DISK
 TL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0134_STAMPING: G 97 1934
 TL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0134+STABILITY: SURFACE MOTION
 TL0134
 TL0134  HISTORY     - Date     Condition        Report By
 TL0134  HISTORY     - 1934     MONUMENTED       CGS
 TL0134  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0134
 TL0134                          STATION DESCRIPTION
 TL0134
 TL0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0134'29.9 MI S FROM CHESTER.
 TL0134'29.9 MILES S OF AND ALONG HWY 15 ABOUT 0.5 MILE N OF A FARM HOUSE AND
 TL0134'28 FEET S OF A FENCE CORNER.  41 FEET W OF CENTER OF HIGHWAY.  11 FEET
 TL0134'W OF R/W FENCE.
 TL0134
 TL0134                          STATION RECOVERY (1970)
 TL0134
 TL0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0573 ***********************************************************************
 SS0573  DESIGNATION -  G 98
 SS0573  PID         -  SS0573
 SS0573  STATE/COUNTY-  MT/CHOUTEAU
 SS0573  USGS QUAD   -  CARTER (1953)
 SS0573
 SS0573                         *CURRENT SURVEY CONTROL
 SS0573  ___________________________________________________________________
 SS0573* NAD 83(1986)-  47 45 03.     (N)    111 00 00.     (W)     SCALED    
 SS0573* NAVD 88     -       971.073  (meters)    3185.93   (feet)  ADJUSTED  
 SS0573  ___________________________________________________________________
 SS0573  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 SS0573  DYNAMIC HT  -         971.065 (meters)    3185.90  (feet)  COMP
 SS0573  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 SS0573
 SS0573  VERT ORDER  -  SECOND    CLASS 0
 SS0573
 SS0573.The horizontal coordinates were scaled from a topographic map and have
 SS0573.an estimated accuracy of +/- 6 seconds.
 SS0573
 SS0573.The orthometric height was determined by differential leveling
 SS0573.and adjusted by the National Geodetic Survey in June 1991..
 SS0573
 SS0573.The geoid height was determined by GEOID03.
 SS0573
 SS0573.The dynamic height is computed by dividing the NAVD 88
 SS0573.geopotential number by the normal gravity value computed on the
 SS0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0573.degrees latitude (g = 980.6199 gals.).
 SS0573
 SS0573.The modeled gravity was interpolated from observed gravity values.
 SS0573
 SS0573;                    North         East    Units  Estimated Accuracy
 SS0573;SPC MT       -   390,080.      487,590.      MT  (+/- 180 meters Scaled)
 SS0573
 SS0573                          SUPERSEDED SURVEY CONTROL
 SS0573
 SS0573  NGVD 29 (??/??/92)  970.182  (m)         3183.01   (f) ADJ UNCH    2 0
 SS0573
 SS0573.Superseded values are not recommended for survey control.
 SS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0573.See file dsdata.txt to determine how the superseded data were derived.
 SS0573
 SS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT000886(NAD 83)
 SS0573_MARKER: DB = BENCH MARK DISK
 SS0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0573_STAMPING: G 98 1934
 SS0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0573+STABILITY: SURFACE MOTION
 SS0573
 SS0573  HISTORY     - Date     Condition        Report By
 SS0573  HISTORY     - 1934     MONUMENTED       CGS
 SS0573
 SS0573                          STATION DESCRIPTION
 SS0573
 SS0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0573'1.75 MI NE FROM FLOWEREE.
 SS0573'1-3/4 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM FLOWEREE,
 SS0573'CHOUTEAU COUNTY, 128 YARDS SOUTHWEST OF CULVERT 93.25, 48 FEET WEST OF
 SS0573'THE CENTERLINE OF THE TRACK, AND 2 FEET EAST OF THE RIGHT OF WAY
 SS0573'FENCE.  A STANDARD DISK, STAMPED G 98 1934 AND SET IN THE TOP OF A
 SS0573'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0273 ***********************************************************************
 TL0273  DESIGNATION -  G 99
 TL0273  PID         -  TL0273
 TL0273  STATE/COUNTY-  MT/PONDERA
 TL0273  USGS QUAD   -  FOWLER COULEE SE (1967)
 TL0273
 TL0273                         *CURRENT SURVEY CONTROL
 TL0273  ___________________________________________________________________
 TL0273* NAD 83(1986)-  48 01 50.     (N)    111 36 33.     (W)     SCALED    
 TL0273* NAVD 88     -      1042.458  (meters)    3420.13   (feet)  POSTED    
 TL0273  ___________________________________________________________________
 TL0273  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 TL0273  DYNAMIC HT  -        1042.460 (meters)    3420.14  (feet)  COMP
 TL0273  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 TL0273
 TL0273  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0273
 TL0273.The horizontal coordinates were scaled from a topographic map and have
 TL0273.an estimated accuracy of +/- 6 seconds.
 TL0273
 TL0273.The orthometric height was determined by differential leveling
 TL0273.and adjusted by the National Geodetic Survey in 1992..
 TL0273.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0273.rate of 0.0 thru 1.0 mm/km.
 TL0273
 TL0273.The geoid height was determined by GEOID03.
 TL0273
 TL0273.The dynamic height is computed by dividing the NAVD 88
 TL0273.geopotential number by the normal gravity value computed on the
 TL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0273.degrees latitude (g = 980.6199 gals.).
 TL0273
 TL0273.The modeled gravity was interpolated from observed gravity values.
 TL0273
 TL0273;                    North         East    Units  Estimated Accuracy
 TL0273;SPC MT       -   422,210.      442,790.      MT  (+/- 180 meters Scaled)
 TL0273
 TL0273                          SUPERSEDED SURVEY CONTROL
 TL0273
 TL0273  NGVD 29 (??/??/92) 1041.535  (m)         3417.10   (f) ADJ UNCH    2 0
 TL0273
 TL0273.Superseded values are not recommended for survey control.
 TL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0273.See file dsdata.txt to determine how the superseded data were derived.
 TL0273
 TL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU545198(NAD 83)
 TL0273_MARKER: DB = BENCH MARK DISK
 TL0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0273_STAMPING: G 99 1934
 TL0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0273+STABILITY: SURFACE MOTION
 TL0273
 TL0273  HISTORY     - Date     Condition        Report By
 TL0273  HISTORY     - 1934     MONUMENTED       CGS
 TL0273  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0273
 TL0273                          STATION DESCRIPTION
 TL0273
 TL0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0273'11.0 MI E FROM BRADY.
 TL0273'11.0 MILES EAST ALONG THE CARTER ROAD FROM BRADY, PONDERA COUNTY, 39
 TL0273'FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 14 FEET EAST OF A WIRE
 TL0273'GATE AT A ROAD LEADING TO A FARMHOUSE, AND 4 FEET SOUTH OF THE
 TL0273'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 99 1934 AND SET IN THE
 TL0273'TOP OF A CONCRETE POST.
 TL0273
 TL0273                          STATION RECOVERY (1967)
 TL0273
 TL0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1408 ***********************************************************************
 SS1408  DESIGNATION -  G F HILL
 SS1408  PID         -  SS1408
 SS1408  STATE/COUNTY-  MT/CASCADE
 SS1408  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1408
 SS1408                         *CURRENT SURVEY CONTROL
 SS1408  ___________________________________________________________________
 SS1408* NAD 83(1992)-  47 31 24.11157(N)    111 20 02.61758(W)     ADJUSTED  
 SS1408* NAVD 88     -      1094.2    (meters)    3590.     (feet)  VERTCON   
 SS1408  ___________________________________________________________________
 SS1408  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 SS1408  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 SS1408
 SS1408  HORZ ORDER  -  SECOND
 SS1408
 SS1408.The horizontal coordinates were established by classical geodetic methods
 SS1408.and adjusted by the National Geodetic Survey in July 1992..
 SS1408
 SS1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1408
 SS1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1408
 SS1408.The geoid height was determined by GEOID03.
 SS1408
 SS1408;                    North         East     Units Scale Factor Converg.
 SS1408;SPC MT       -   365,344.483   461,967.683   MT  0.99943235   -1 20 29.8
 SS1408;SPC MT       - 1,198,636.76  1,515,642.00   iFT  0.99943235   -1 20 29.8
 SS1408;UTM  12      - 5,263,380.431   474,851.939   MT  0.99960777   -0 14 47.0
 SS1408
 SS1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1408!SPC MT       -   0.99983074  x   0.99943235  =   0.99926319
 SS1408!UTM  12      -   0.99983074  x   0.99960777  =   0.99943858
 SS1408
 SS1408|---------------------------------------------------------------------|
 SS1408| PID    Reference Object                     Distance      Geod. Az  |
 SS1408|                                                           dddmmss.s |
 SS1408| CN3562 G F HILL RM 2                        10.086 METERS 01450     |
 SS1408| SS1419 GREAT FALLS ANACONDA MINE STK       APPROX. 5.4 KM 0850811.6 |
 SS1408| SS1420 GREAT FALLS GENERAL MILLS TANK      APPROX. 5.5 KM 0991221.3 |
 SS1408| SS1416 GREAT FALLS ST ANNS CATHEDRAL       APPROX. 3.3 KM 1190647.0 |
 SS1408| SS1414 GREAT FALLS RADIO STA KXLK MST      APPROX. 3.0 KM 1334503.7 |
 SS1408| SS1412 GREAT FALLS C M ST P RWY TWR        APPROX. 2.6 KM 1335331.4 |
 SS1408| SS1447 GREAT FALLS HIGHLAND CEM SPIPE      APPROX. 8.0 KM 1433603.8 |
 SS1408| SS1411 GREAT FALLS GNRR SHOPS STACK        APPROX. 2.9 KM 1473649.2 |
 SS1408| SS1440 GREAT FALLS GORE FLD WATER TK       APPROX. 5.2 KM 2002137.0 |
 SS1408| SS1423 GREAT FALLS RADIO STA KFBB MST      APPROX. 4.1 KM 2674011.7 |
 SS1408| CN3561 G F HILL RM 1                        10.678 METERS 28258     |
 SS1408| CN3563 G F HILL RM 3                        10.820 METERS 28319     |
 SS1408| SS1407 HILL 57                             404.143 METERS 3272910.6 |
 SS1408|---------------------------------------------------------------------|
 SS1408
 SS1408                          SUPERSEDED SURVEY CONTROL
 SS1408
 SS1408  NAD 83(1986)-  47 31 24.11126(N)    111 20 02.59874(W) AD(       ) 2
 SS1408  NAD 27      -  47 31 24.25700(N)    111 19 59.74500(W) AD(       ) 2
 SS1408  NGVD 29 (07/19/86) 1093.3    (m)         3587.     (f) VERT ANG       
 SS1408
 SS1408.Superseded values are not recommended for survey control.
 SS1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1408.See file dsdata.txt to determine how the superseded data were derived.
 SS1408
 SS1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7485263380(NAD 83)
 SS1408_MARKER: DS = TRIANGULATION STATION DISK
 SS1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1408
 SS1408  HISTORY     - Date     Condition        Report By
 SS1408  HISTORY     - 1949     MONUMENTED       CGS
 SS1408  HISTORY     - 1956     GOOD             CGS
 SS1408  HISTORY     - 1961     GOOD             CGS
 SS1408  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SS1408
 SS1408                          STATION DESCRIPTION
 SS1408
 SS1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1408'STATION IS ON A PROMINENT HILL 1-1/2 MILES NORTHWEST OF GREAT
 SS1408'FALLS, 3 MILES WEST OF BLACK EAGLE, JUST ABOVE THE LARGE
 SS1408'GF MADE OF STONES ON THE SOUTH SLOPE OF THE HILL, 150 FEET
 SS1408'NORTH OF THE EDGE OF THE HILL, 9 FEET NORTH OF A WITNESS
 SS1408'POST AND ON LAND OWNED BY THE NILSON AND SMITH CONSTRUCTION CO.
 SS1408'
 SS1408'TO REACH FROM THE EAST END OF THE FIRST ST. BRIDGE IN GREAT
 SS1408'FALLS, GO WEST ON U.S. HIGHWAY 89 FOR 0.6 MILE TO A CROSS
 SS1408'STREET, TURN RIGHT, NORTH, FOR 1.2 MILES TO AN ALLEY ON THE
 SS1408'LEFT, TURN LEFT ALONG POWER LINE FOR 0.2 MILE TO A FENCE
 SS1408'CORNER AND GATE, PASS THROUGH GATE AND GO WEST UP HILL FOR
 SS1408'0.3 MILE TO THE TOP OF THE HILL, BEAR LEFT 0.1 MILE TO THE
 SS1408'STATION.  TO REACH HILL 57 (USGS) FROM THE STATION, GO NORTH
 SS1408'ACROSS COUNTRY FOR 0.2 MILE, CROSSING FENCE, TO THE TOP OF A
 SS1408'LITTLE KNOLL AND THE MARK.
 SS1408'
 SS1408'STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED GF HILL
 SS1408'1949.
 SS1408'
 SS1408'REFERENCE MARK NO. 1 PROJECTS 10 INCHES AND THE DISK IS STAMPED
 SS1408'GF HILL NO 1 1949.
 SS1408'
 SS1408'REFERENCE MARK NO. 2 PROJECTS 10 INCHES AND THE DISK IS STAMPED
 SS1408'GF HILL NO 2 1949.
 SS1408'
 SS1408'HILL 57 (USGS) IS 6 FEET NORTH OF A WITNESS POST.  THE MARK
 SS1408'IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A 5-INCH
 SS1408'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND THE DISK IS
 SS1408'STAMPED HILL 57 1947.  THE DISTANCE WAS DETERMINED BY A SECOND
 SS1408'ORDER TRAVERSE.
 SS1408'
 SS1408'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 SS1408'OF 12-INCH SQUARE CONCRETE POSTS.
 SS1408'
 SS1408'A 4-FOOT STAND AT GF HILL WILL SEE 4-FOOT STANDS AT SPU AND
 SS1408'MESA (USGS).
 SS1408
 SS1408                          STATION RECOVERY (1956)
 SS1408
 SS1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 SS1408'STATION, R.M. 1 AND R.M. 2 RECOVERED AS DESCRIBED.
 SS1408'
 SS1408'NOTE.  R.M. 1 APPEARS TO HAVE BEEN DISTRUBED.
 SS1408
 SS1408                          STATION RECOVERY (1961)
 SS1408
 SS1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1408'THE STATION, REFERENCE MARK 2 AND HILL 57 (USGS) WERE RECOVERED
 SS1408'AS PREVIOUSLY DESCRIBED.  THE STATION WAS OCCUPIED TO RE-ESTABLISH
 SS1408'REFERENCE MARK 1 WHICH WAS FOUND, WITH DISK INTACT, REMOVED FROM
 SS1408'ITS ORIGINAL LOCATION.  THE MARK WAS RESET IN THE APPROXIMATE
 SS1408'ORIGINAL LOCATION.  THE DISK IS NOW STAMPED GF HILL 3 1949
 SS1408'AND PROJECTS 5 INCHES.  THE FOLLOWING ADDITIONAL MEASUREMENTS
 SS1408'WERE MADE--THE STATION MARK IS 36 FEET SOUTHEAST OF THE
 SS1408'CENTERLINE OF A GRAVELED ROAD AND 2.2 FEET SOUTHEAST OF A
 SS1408'WITNESS POST.
 SS1408'
 SS1408'REFERENCE MARK 3 IS 11 FEET SOUTHEAST OF THE CENTER LINE OF
 SS1408'THE ROAD.
 SS1408'
 SS1408'REFERENCE MARK 2 IS 14 FEET SOUTHEAST OF THE CENTERLINE OF
 SS1408'THE ROAD.
 SS1408'
 SS1408'DIRECTIONS TO HILL 57 (USGS) 1949 COULD NOT BE OBSERVED
 SS1408'BECAUSE OF MOUNDS OF EARTH FILL ON LINE.
 SS1408
 SS1408                          STATION RECOVERY (1966)
 SS1408
 SS1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SS1408'THE STATION IS PREVIOUSLY DESCRIBED.
 SS1408'
 SS1408'THE STATION AND BOTH REFERENCE MARKS WERE DESTROYED BY
 SS1408'CONSTRUCTION.  THE DISKS FOR THE STATION MARK, R.M. 2, AND R.M.
 SS1408'3 WERE RETURNED TO THE PACIFIC MARINE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0901 ***********************************************************************
 TM0901  DESIGNATION -  GABLE
 TM0901  PID         -  TM0901
 TM0901  STATE/COUNTY-  MT/FLATHEAD
 TM0901  USGS QUAD   -  GABLE PEAKS (1994)
 TM0901
 TM0901                         *CURRENT SURVEY CONTROL
 TM0901  ___________________________________________________________________
 TM0901* NAD 83(1992)-  48 02 24.85407(N)    113 10 31.40995(W)     ADJUSTED  
 TM0901* NAVD 88     -      2346.8    (meters)    7699.     (feet)  VERTCON   
 TM0901  ___________________________________________________________________
 TM0901  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 TM0901  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 TM0901
 TM0901  HORZ ORDER  -  FIRST
 TM0901
 TM0901.The horizontal coordinates were established by classical geodetic methods
 TM0901.and adjusted by the National Geodetic Survey in July 1992..
 TM0901
 TM0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0901
 TM0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0901
 TM0901.The geoid height was determined by GEOID03.
 TM0901
 TM0901;                    North         East     Units Scale Factor Converg.
 TM0901;SPC MT       -   427,593.978   326,158.715   MT  0.99955394   -2 41 18.8
 TM0901;SPC MT       - 1,402,867.38  1,070,074.52   iFT  0.99955394   -2 41 18.8
 TM0901;UTM  12      - 5,323,061.903   337,855.873   MT  0.99992305   -1 37 04.8
 TM0901
 TM0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0901!SPC MT       -   0.99963438  x   0.99955394  =   0.99918848
 TM0901!UTM  12      -   0.99963438  x   0.99992305  =   0.99955746
 TM0901
 TM0901|---------------------------------------------------------------------|
 TM0901| PID    Reference Object                     Distance      Geod. Az  |
 TM0901|                                                           dddmmss.s |
 TM0901| CN3566 GABLE RM 2                            5.623 METERS 00319     |
 TM0901| CN3564 GABLE AZ MK                                        0472252.9 |
 TM0901| CN3565 GABLE RM 1                            6.996 METERS 08640     |
 TM0901| TM0904 RED PLUME MTN LOOKOUT TOWER         APPROX.15.5 KM 3213244.5 |
 TM0901|---------------------------------------------------------------------|
 TM0901
 TM0901                          SUPERSEDED SURVEY CONTROL
 TM0901
 TM0901  NAD 83(1986)-  48 02 24.86295(N)    113 10 31.39877(W) AD(       ) 1
 TM0901  NAD 27      -  48 02 25.04414(N)    113 10 28.12973(W) AD(       ) 1
 TM0901  NGVD 29 (07/19/86) 2345.5    (m)         7695.     (f) VERT ANG       
 TM0901
 TM0901.Superseded values are not recommended for survey control.
 TM0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0901.See file dsdata.txt to determine how the superseded data were derived.
 TM0901
 TM0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU3785623062(NAD 83)
 TM0901_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0901_SETTING: 66 = SET IN ROCK OUTCROP
 TM0901
 TM0901  HISTORY     - Date     Condition        Report By
 TM0901  HISTORY     - 1963     MONUMENTED       CGS
 TM0901
 TM0901                          STATION DESCRIPTION
 TM0901
 TM0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0901'THE STATION IS ABOUT 28 MILES SOUTH OF EAST GLACIER, ON THE
 TM0901'HIGHEST POINT OF THE MOST SOUTHWESTERLY ONE OF SEVERAL PEAKS
 TM0901'KNOWN AS GABLE PEAKS.  THIS PEAK HAS SCATTERED PINE TREES ON
 TM0901'ITS EAST AND SOUTH SLOPES.  THERE IS A GOOD HELICOPTER LANDING
 TM0901'AT THE STATION, ADEQUATE TENT SPACE BUT NO WATER.
 TM0901'
 TM0901'THE STATION WAS REACHED BY HELICOPTER FROM EAST GLACIER BY
 TM0901'FLYING ON A TRUE COURSE OF 177 DEGREES.
 TM0901'
 TM0901'THE STATION MARK IS A STANDARD DISK, STAMPED GABLE 1963,
 TM0901'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP FLUSH
 TM0901'WITH THE GROUND.  IT IS 28.8 FEET NORTHWEST OF AN 8-INCH DWARFED
 TM0901'PINE TREE HAVING A TRIANGLE BLAZE ON THE NORTHWEST SIDE.
 TM0901'
 TM0901'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GABLE NO 1 1963,
 TM0901'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP FLUSH
 TM0901'WITH THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 TM0901'
 TM0901'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GABLE NO 2 1963,
 TM0901'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP FLUSH
 TM0901'WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 TM0901'
 TM0901'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GABLE 1963,
 TM0901'CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT ROCK OUTCROP PROJECTING
 TM0901'1 INCH.  IT IS 2 FEET WEST OF A CAIRN, 15 FEET SOUTH OF THE NORTH
 TM0901'EDGE OF A BLUFF AND ABOUT 100 FEET WEST OF A POINT WHERE A
 TM0901'SADDLE DROPS SHARPLY TO THE EAST.  TO REACH THE MARK FROM THE
 TM0901'STATION PACK DOWN GRADE, NORTHEAST, FOR ABOUT 5 MINUTES TO THE
 TM0901'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0190 ***********************************************************************
 QY0190  DESIGNATION -  GAGING STA
 QY0190  PID         -  QY0190
 QY0190  STATE/COUNTY-  MT/MADISON
 QY0190  USGS QUAD   -  EARLS GULCH (1988)
 QY0190
 QY0190                         *CURRENT SURVEY CONTROL
 QY0190  ___________________________________________________________________
 QY0190* NAD 83(1986)-  45 31 36.     (N)    112 42 06.     (W)     SCALED    
 QY0190* NAVD 88     -      1538.733  (meters)    5048.33   (feet)  ADJUSTED  
 QY0190  ___________________________________________________________________
 QY0190  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 QY0190  DYNAMIC HT  -        1538.112 (meters)    5046.29  (feet)  COMP
 QY0190  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 QY0190
 QY0190  VERT ORDER  -  FIRST     CLASS II
 QY0190
 QY0190.The horizontal coordinates were scaled from a topographic map and have
 QY0190.an estimated accuracy of +/- 6 seconds.
 QY0190
 QY0190.The orthometric height was determined by differential leveling
 QY0190.and adjusted by the National Geodetic Survey in June 1991..
 QY0190
 QY0190.The geoid height was determined by GEOID03.
 QY0190
 QY0190.The dynamic height is computed by dividing the NAVD 88
 QY0190.geopotential number by the normal gravity value computed on the
 QY0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0190.degrees latitude (g = 980.6199 gals.).
 QY0190
 QY0190.The modeled gravity was interpolated from observed gravity values.
 QY0190
 QY0190;                    North         East    Units  Estimated Accuracy
 QY0190;SPC MT       -   147,000.      350,020.      MT  (+/- 180 meters Scaled)
 QY0190
 QY0190                          SUPERSEDED SURVEY CONTROL
 QY0190
 QY0190  NGVD 29 (??/??/92) 1537.536  (m)         5044.40   (f) ADJ UNCH    1 2
 QY0190
 QY0190.Superseded values are not recommended for survey control.
 QY0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0190.See file dsdata.txt to determine how the superseded data were derived.
 QY0190
 QY0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR671428(NAD 83)
 QY0190_MARKER: DB = BENCH MARK DISK
 QY0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0190_SP_SET: PIER
 QY0190_STAMPING: GAGING STATION
 QY0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0190
 QY0190  HISTORY     - Date     Condition        Report By
 QY0190  HISTORY     - UNK      MONUMENTED       USGS
 QY0190  HISTORY     - 1962     GOOD             NGS
 QY0190
 QY0190                          STATION DESCRIPTION
 QY0190
 QY0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0190'7.55 MI S FROM MELROSE.
 QY0190'7.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 QY0190'AT MELROSE, THENCE 0.05 MILE EAST ALONG THE NORTH BANK OF THE BIG HOLE
 QY0190'RIVER, IN THE TOP OF THE EAST END OF THE FIRST CONCRETE PIER SOUTH OF
 QY0190'THE NORTH END OF U.S. HIGHWAY 91 BRIDGE OVER BIG HOLE RIVER, 11 FEET
 QY0190'EAST OF THE CENTER LINE OF THE BRIDGE, 2.0 FEET NORTH OF THE NORTH END
 QY0190'OF THE STEEL TRUSS SPAN, 0.4 FEET SOUTH OF THE NORTH EDGE OF THE PIER,
 QY0190'AND ABOUT 4 FEET LOWER THAN THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0096 ***********************************************************************
 QX0096  DESIGNATION -  GAGING STA
 QX0096  PID         -  QX0096
 QX0096  STATE/COUNTY-  MT/PARK
 QX0096  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0096
 QX0096                         *CURRENT SURVEY CONTROL
 QX0096  ___________________________________________________________________
 QX0096* NAD 83(1986)-  45 06 42.     (N)    110 47 38.     (W)     SCALED    
 QX0096* NAVD 88     -      1559.404  (meters)    5116.14   (feet)  POSTED    
 QX0096  ___________________________________________________________________
 QX0096  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 QX0096  DYNAMIC HT  -        1558.690 (meters)    5113.80  (feet)  COMP
 QX0096  MODELED GRAV-     980,103.5   (mgal)                       NAVD 88
 QX0096
 QX0096  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0096
 QX0096.The horizontal coordinates were scaled from a topographic map and have
 QX0096.an estimated accuracy of +/- 6 seconds.
 QX0096
 QX0096.The orthometric height was determined by differential leveling
 QX0096.and adjusted by the National Geodetic Survey in 1992..
 QX0096.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0096.rate of 0.0 thru 1.0 mm/km.
 QX0096
 QX0096.The geoid height was determined by GEOID03.
 QX0096
 QX0096.The dynamic height is computed by dividing the NAVD 88
 QX0096.geopotential number by the normal gravity value computed on the
 QX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0096.degrees latitude (g = 980.6199 gals.).
 QX0096
 QX0096.The modeled gravity was interpolated from observed gravity values.
 QX0096
 QX0096;                    North         East    Units  Estimated Accuracy
 QX0096;SPC MT       -    96,620.      498,190.      MT  (+/- 180 meters Scaled)
 QX0096
 QX0096                          SUPERSEDED SURVEY CONTROL
 QX0096
 QX0096  NGVD 29 (??/??/92) 1558.149  (m)         5112.03   (f) ADJ UNCH    1 2
 QX0096
 QX0096.Superseded values are not recommended for survey control.
 QX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0096.See file dsdata.txt to determine how the superseded data were derived.
 QX0096
 QX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ162953(NAD 83)
 QX0096_MARKER: DD = SURVEY DISK
 QX0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0096_SP_SET: FOUNDATION
 QX0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0096
 QX0096  HISTORY     - Date     Condition        Report By
 QX0096  HISTORY     - UNK      MONUMENTED       USGS
 QX0096  HISTORY     - 1960     GOOD             NGS
 QX0096
 QX0096                          STATION DESCRIPTION
 QX0096
 QX0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0096'7.5 MI NW FROM GARDINER.
 QX0096'ABOUT 7.5 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0096'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 30, T 8 S, R 8 E, ON
 QX0096'THE SOUTHWEST BANK OF THE YELLOWSTONE RIVER, 0.1 MILE NORTHWEST OF THE
 QX0096'SOUTHWEST END OF A STEEL BRIDGE OVER THE RIVER, 308 FEET NORTHEAST OF
 QX0096'THE NORTHEAST RAIL, IN THE TOP OF THE SOUTHWEST SIDE OF A 4 BY 5 FOOT
 QX0096'CONCRETE FOUNDATION FOR A CABLE CROSSING THE RIVER, 189 FEET NORTHEAST
 QX0096'OF THE CENTER LINE OF A GRAVELED ROAD, 355 FEET NORTH-NORTHEAST AND
 QX0096'ACROSS THE TRACK AND ROAD FROM BENCH MARK B 33, ABOUT 6 INCHES ABOVE
 QX0096'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0231 ***********************************************************************
 ST0231  DESIGNATION -  GAGING STA
 ST0231  PID         -  ST0231
 ST0231  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0231  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0231
 ST0231                         *CURRENT SURVEY CONTROL
 ST0231  ___________________________________________________________________
 ST0231* NAD 83(1986)-  47 11 54.     (N)    112 05 32.     (W)     SCALED    
 ST0231* NAVD 88     -      1160.430  (meters)    3807.18   (feet)  ADJUSTED  
 ST0231  ___________________________________________________________________
 ST0231  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 ST0231  DYNAMIC HT  -        1160.272 (meters)    3806.66  (feet)  COMP
 ST0231  MODELED GRAV-     980,436.6   (mgal)                       NAVD 88
 ST0231
 ST0231  VERT ORDER  -  SECOND    CLASS 0
 ST0231
 ST0231.The horizontal coordinates were scaled from a topographic map and have
 ST0231.an estimated accuracy of +/- 6 seconds.
 ST0231
 ST0231.The orthometric height was determined by differential leveling
 ST0231.and adjusted by the National Geodetic Survey in June 1991..
 ST0231
 ST0231.The geoid height was determined by GEOID03.
 ST0231
 ST0231.The dynamic height is computed by dividing the NAVD 88
 ST0231.geopotential number by the normal gravity value computed on the
 ST0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0231.degrees latitude (g = 980.6199 gals.).
 ST0231
 ST0231.The modeled gravity was interpolated from observed gravity values.
 ST0231
 ST0231;                    North         East    Units  Estimated Accuracy
 ST0231;SPC MT       -   330,860.      403,730.      MT  (+/- 180 meters Scaled)
 ST0231
 ST0231                          SUPERSEDED SURVEY CONTROL
 ST0231
 ST0231  NGVD 29 (??/??/92) 1159.457  (m)         3803.99   (f) ADJ UNCH    2 0
 ST0231
 ST0231.Superseded values are not recommended for survey control.
 ST0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0231.See file dsdata.txt to determine how the superseded data were derived.
 ST0231
 ST0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT172277(NAD 83)
 ST0231_MARKER: DB = BENCH MARK DISK
 ST0231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ST0231_SP_SET: BRIDGE ABUTMENT
 ST0231_STAMPING: GAGING STA
 ST0231_MARK LOGO: USGS  
 ST0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ST0231+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0231
 ST0231  HISTORY     - Date     Condition        Report By
 ST0231  HISTORY     - UNK      MONUMENTED       USGS
 ST0231  HISTORY     - 1962     GOOD             NGS
 ST0231  HISTORY     - 19961016 GOOD             NGS
 ST0231
 ST0231                          STATION DESCRIPTION
 ST0231
 ST0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 ST0231'15.55 MI N FROM WOLF CREEK.
 ST0231'15.55 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0231'RAILWAY STATION AT WOLF CREEK, 25.7 MILES SOUTHEAST OF AGUSTA, IN THE
 ST0231'TOP OF AND 0.3 FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE
 ST0231'ABUTMENT OF A STEEL TRUSS BRIDGE OVER DEARBORN RIVER, 12 1/2 FEET WEST
 ST0231'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE
 ST0231'HIGHWAY.
 ST0231
 ST0231                          STATION RECOVERY (1996)
 ST0231
 ST0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0231'7.1 MI (11.4 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE JUNCTION
 ST0231'WITH STATE HIGHWAY 200, IN BOWMANS CORNER, TO THE DEARBORN RIVER
 ST0231'BRIDGE, THE MARK IS SET IN THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 ST0231'OF THE OLD BRIDGE, WHICH IS 0.15 MI (0.24 KM) EAST OF THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0544 ***********************************************************************
 SS0544  DESIGNATION -  GAGING STA RM
 SS0544  PID         -  SS0544
 SS0544  STATE/COUNTY-  MT/CHOUTEAU
 SS0544  USGS QUAD   -  FORT BENTON (1954)
 SS0544
 SS0544                         *CURRENT SURVEY CONTROL
 SS0544  ___________________________________________________________________
 SS0544* NAD 83(1986)-  47 49 03.     (N)    110 40 02.     (W)     SCALED    
 SS0544* NAVD 88     -       803.086  (meters)    2634.79   (feet)  ADJUSTED  
 SS0544  ___________________________________________________________________
 SS0544  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 SS0544  DYNAMIC HT  -         803.105 (meters)    2634.85  (feet)  COMP
 SS0544  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 SS0544
 SS0544  VERT ORDER  -  SECOND    CLASS 0
 SS0544
 SS0544.The horizontal coordinates were scaled from a topographic map and have
 SS0544.an estimated accuracy of +/- 6 seconds.
 SS0544
 SS0544.The orthometric height was determined by differential leveling
 SS0544.and adjusted by the National Geodetic Survey in June 1991..
 SS0544
 SS0544.The geoid height was determined by GEOID03.
 SS0544
 SS0544.The dynamic height is computed by dividing the NAVD 88
 SS0544.geopotential number by the normal gravity value computed on the
 SS0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0544.degrees latitude (g = 980.6199 gals.).
 SS0544
 SS0544.The modeled gravity was interpolated from observed gravity values.
 SS0544
 SS0544;                    North         East    Units  Estimated Accuracy
 SS0544;SPC MT       -   397,070.      512,640.      MT  (+/- 180 meters Scaled)
 SS0544
 SS0544                          SUPERSEDED SURVEY CONTROL
 SS0544
 SS0544  NGVD 29 (??/??/92)  802.24   (m)         2632.0    (f) COMPUTED    2 0
 SS0544
 SS0544.Superseded values are not recommended for survey control.
 SS0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0544.See file dsdata.txt to determine how the superseded data were derived.
 SS0544
 SS0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT249960(NAD 83)
 SS0544_MARKER: DD = SURVEY DISK
 SS0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0544_SP_SET: WALL
 SS0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0544
 SS0544  HISTORY     - Date     Condition        Report By
 SS0544  HISTORY     - UNK      MONUMENTED       USGS
 SS0544  HISTORY     - 1934     GOOD             NGS
 SS0544  HISTORY     - 1967     MARK NOT FOUND   NGS
 SS0544
 SS0544                          STATION DESCRIPTION
 SS0544
 SS0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SS0544'IN FORT BENTON.
 SS0544'AT FORT BENTON, CHOUTEAU COUNTY, IN THE NORTHWEST END OF THE BRIDGE
 SS0544'OVER MISSOURI RIVER, AND 6 FEET NORTH OF THE NORTHWEST RETAINING WALL.
 SS0544'A STANDARD DISK.
 SS0544
 SS0544                          STATION RECOVERY (1967)
 SS0544
 SS0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SS0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0479 ***********************************************************************
 QX0479  DESIGNATION -  GAGING STATION
 QX0479  PID         -  QX0479
 QX0479  STATE/COUNTY-  MT/BROADWATER
 QX0479  USGS QUAD   -  THREE FORKS (1987)
 QX0479
 QX0479                         *CURRENT SURVEY CONTROL
 QX0479  ___________________________________________________________________
 QX0479* NAD 83(1986)-  45 53 50.     (N)    111 35 47.     (W)     SCALED    
 QX0479* NAVD 88     -      1250.716  (meters)    4103.39   (feet)  ADJUSTED  
 QX0479  ___________________________________________________________________
 QX0479  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 QX0479  DYNAMIC HT  -        1250.370 (meters)    4102.26  (feet)  COMP
 QX0479  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 QX0479  OBS GRAVITY -     980,295.3   (mgal)                       GRAV_OBS
 QX0479
 QX0479  VERT ORDER  -  FIRST     CLASS II
 QX0479
 QX0479.The horizontal coordinates were scaled from a topographic map and have
 QX0479.an estimated accuracy of +/- 6 seconds.
 QX0479
 QX0479.The orthometric height was determined by differential leveling
 QX0479.and adjusted by the National Geodetic Survey in June 1991..
 QX0479
 QX0479.The geoid height was determined by GEOID03.
 QX0479
 QX0479.The dynamic height is computed by dividing the NAVD 88
 QX0479.geopotential number by the normal gravity value computed on the
 QX0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0479.degrees latitude (g = 980.6199 gals.).
 QX0479
 QX0479.The modeled gravity was interpolated from observed gravity values.
 QX0479.The observed gravity was obtained from relative gravimeter ties
 QX0479.to the IGSN71 gravity network.
 QX0479
 QX0479;                    North         East    Units  Estimated Accuracy
 QX0479;SPC MT       -   185,240.      437,390.      MT  (+/- 180 meters Scaled)
 QX0479
 QX0479                          SUPERSEDED SURVEY CONTROL
 QX0479
 QX0479.No superseded survey control is available for this station.
 QX0479
 QX0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR537828(NAD 83)
 QX0479_MARKER: DB = BENCH MARK DISK
 QX0479_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0479_SP_SET: ABUTMENT
 QX0479_STAMPING: GAGING STATION
 QX0479_MARK LOGO: USGS  
 QX0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0479
 QX0479  HISTORY     - Date     Condition        Report By
 QX0479  HISTORY     - UNK      MONUMENTED       USGS
 QX0479  HISTORY     - 1982     GOOD             NGS
 QX0479
 QX0479                          STATION DESCRIPTION
 QX0479
 QX0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0479'9.0 KM (5.6 MI) WEST FROM THREE FORKS.
 QX0479'6.5 KM (4.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0479'JUNCTION WITH THE BURLINGTON NORTHERN RAILORAD AT THE NORTHEAST EDGE
 QX0479'OF THREE FORKS, THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG U. S. HIGHWAY
 QX0479'287, THENCE 0.5 KM (0.3 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 10, IN
 QX0479'TOP OF AND 2.1 METERS (6.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 QX0479'NORTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER THE JEFFERSON
 QX0479'RIVER AND 4.2 METERS (13.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 QX0479'HIGHWAY.
 QX0479'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0120 ***********************************************************************
 QY0120  DESIGNATION -  GAGING STATION
 QY0120  PID         -  QY0120
 QY0120  STATE/COUNTY-  MT/BEAVERHEAD
 QY0120  USGS QUAD   -  DALYS (1952)
 QY0120
 QY0120                         *CURRENT SURVEY CONTROL
 QY0120  ___________________________________________________________________
 QY0120* NAD 83(1986)-  45 06 57.     (N)    112 45 05.     (W)     SCALED    
 QY0120* NAVD 88     -      1607.935  (meters)    5275.37   (feet)  ADJUSTED  
 QY0120  ___________________________________________________________________
 QY0120  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 QY0120  DYNAMIC HT  -        1607.194 (meters)    5272.94  (feet)  COMP
 QY0120  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 QY0120
 QY0120  VERT ORDER  -  FIRST     CLASS II
 QY0120
 QY0120.The horizontal coordinates were scaled from a topographic map and have
 QY0120.an estimated accuracy of +/- 6 seconds.
 QY0120
 QY0120.The orthometric height was determined by differential leveling
 QY0120.and adjusted by the National Geodetic Survey in June 1991..
 QY0120
 QY0120.The geoid height was determined by GEOID03.
 QY0120
 QY0120.The dynamic height is computed by dividing the NAVD 88
 QY0120.geopotential number by the normal gravity value computed on the
 QY0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0120.degrees latitude (g = 980.6199 gals.).
 QY0120
 QY0120.The modeled gravity was interpolated from observed gravity values.
 QY0120
 QY0120;                    North         East    Units  Estimated Accuracy
 QY0120;SPC MT       -   101,550.      344,250.      MT  (+/- 180 meters Scaled)
 QY0120
 QY0120                          SUPERSEDED SURVEY CONTROL
 QY0120
 QY0120  NGVD 29 (??/??/92) 1606.716  (m)         5271.37   (f) ADJ UNCH    1 2
 QY0120
 QY0120.Superseded values are not recommended for survey control.
 QY0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0120.See file dsdata.txt to determine how the superseded data were derived.
 QY0120
 QY0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ622973(NAD 83)
 QY0120_MARKER: Z = SEE DESCRIPTION
 QY0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0120_STAMPING: GAGING STATION
 QY0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0120+STABILITY: SURFACE MOTION
 QY0120
 QY0120  HISTORY     - Date     Condition        Report By
 QY0120  HISTORY     - UNK      MONUMENTED       USGS
 QY0120  HISTORY     - 1962     GOOD             NGS
 QY0120
 QY0120                          STATION DESCRIPTION
 QY0120
 QY0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0120'8.85 MI SW FROM DILLON.
 QY0120'8.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0120'AT DILLON, 68 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A DIRT
 QY0120'ROAD, 93 FEET NORTHEAST OF THE NORTHEAST CORNER OF STEEL TRUSS BRIDGE
 QY0120'319.13 AND BENCH MARK C 320, 52 FEET EAST OF THE EAST RAIL, 2.2 FEET
 QY0120'WEST OF A FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 6 FEET
 QY0120'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QY0120'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1080 ***********************************************************************
 SR1080  DESIGNATION -  GAGING STATION
 SR1080  PID         -  SR1080
 SR1080  STATE/COUNTY-  MT/BLAINE
 SR1080  USGS QUAD   -  BAKER MONUMENT (1954)
 SR1080
 SR1080                         *CURRENT SURVEY CONTROL
 SR1080  ___________________________________________________________________
 SR1080* NAD 83(1992)-  47 43 51.40906(N)    108 56 10.03527(W)     ADJUSTED  
 SR1080* NAVD 88     -       699.83   (+/-2cm)    2296.0    (feet)  VERTCON   
 SR1080  ___________________________________________________________________
 SR1080  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 SR1080  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 SR1080
 SR1080  HORZ ORDER  -  SECOND
 SR1080  VERT ORDER  -  THIRD ? (See Below)
 SR1080
 SR1080.The horizontal coordinates were established by classical geodetic methods
 SR1080.and adjusted by the National Geodetic Survey in July 1992..
 SR1080
 SR1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1080.The vertical order pertains to the NGVD 29 superseded value.
 SR1080
 SR1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1080
 SR1080.The geoid height was determined by GEOID03.
 SR1080
 SR1080;                    North         East     Units Scale Factor Converg.
 SR1080;SPC MT       -   386,947.514   642,275.277   MT  0.99947129   +0 24 44.9
 SR1080;SPC MT       - 1,269,512.84  2,107,202.35   iFT  0.99947129   +0 24 44.9
 SR1080;UTM  12      - 5,288,459.736   654,751.749   MT  0.99989429   +1 31 39.2
 SR1080
 SR1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1080!SPC MT       -   0.99989266  x   0.99947129  =   0.99936400
 SR1080!UTM  12      -   0.99989266  x   0.99989429  =   0.99978696
 SR1080
 SR1080:                Primary Azimuth Mark                     Grid Az
 SR1080:SPC MT       -  K 65                                     027 30 16.1
 SR1080:UTM  12      -  K 65                                     026 23 21.8
 SR1080
 SR1080|---------------------------------------------------------------------|
 SR1080| PID    Reference Object                     Distance      Geod. Az  |
 SR1080|                                                           dddmmss.s |
 SR1080| SR0220 K 65                                APPROX. 0.7 KM 0275501.0 |
 SR1080| CQ6578 GAGING STATION RM 1                  11.128 METERS 11224     |
 SR1080| CQ6579 GAGING STATION RM 2                  12.951 METERS 22649     |
 SR1080|---------------------------------------------------------------------|
 SR1080
 SR1080                          SUPERSEDED SURVEY CONTROL
 SR1080
 SR1080  NAD 83(1986)-  47 43 51.40575(N)    108 56 10.01855(W) AD(       ) 2
 SR1080  NAD 27      -  47 43 51.45100(N)    108 56 07.42900(W) AD(       ) 2
 SR1080  NGVD 29 (07/19/86)  699.08   (m)         2293.6    (f) LEVELING    3  
 SR1080
 SR1080.Superseded values are not recommended for survey control.
 SR1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1080.See file dsdata.txt to determine how the superseded data were derived.
 SR1080
 SR1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT5475288460(NAD 83)
 SR1080_MARKER: DD = SURVEY DISK
 SR1080_SETTING: 0 = UNSPECIFIED SETTING
 SR1080
 SR1080  HISTORY     - Date     Condition        Report By
 SR1080  HISTORY     - 1948     MONUMENTED       USGS
 SR1080
 SR1080                          STATION DESCRIPTION
 SR1080
 SR1080'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (MJT)
 SR1080'THE STATION IS LOCATED ABOUT 27 MILES SOUTHWEST OF ZORTMAN,
 SR1080'0.1 MILE NORTHEAST OF THE NORTH LANDING OF THE POWER PLANT
 SR1080'FERRY OF THE MISSOURI RIVER, ABOUT 90 FEET NORTH OF THE NORTH
 SR1080'EDGE OF THE RIVER, 39 FEET NORTH OF THE NORTH CORNER OF A
 SR1080'4 BY 4 CONCRETE GAGING STATION BUILDING AND 12 FEET NORTH OF
 SR1080'THE APPROXIMATE CENTERLINE OF THE LEWISTOWN - ZORTMAN ROAD.
 SR1080'
 SR1080'TO REACH THE STATION FROM THE NORTH SIDE OF THE POWER PLANT
 SR1080'FERRY, GO NORTH AND EAST FOR 0.1 MILE TO THE STATION ON THE
 SR1080'LEFT AS DESCRIBED.
 SR1080'
 SR1080'THE STATION IS A U.S.G.S. DISK SET IN THE TOP OF A MASS
 SR1080'OF CONCRETE THAT IS FLUSH WITH THE GROUND.  CAST ON THE DISK
 SR1080'IS U S G S GAGING STATION REFERENCE MARK.  THE DISK IS NOT
 SR1080'STAMPED.
 SR1080'
 SR1080'REFERENCE MARK NO. 1 IS 24 FEET SOUTHEAST OF THE APPROXIMATE
 SR1080'CENTERLINE OF THE LEWISTOWN - ZORTMAN ROAD.  THE MARK IS A
 SR1080'STANDARD REFERENCE MARK DISK SET IN A 12-INCH SQUARE CONCRETE
 SR1080'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 SR1080'GAGING STATION USGS NO 1 1948.
 SR1080'
 SR1080'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE APPROXIMATE
 SR1080'CENTERLINE OF THE LEWISTOWN-ZORTMAN ROAD AND 7 FEET SOUTH OF
 SR1080'A FENCE LINE.  THE MARK IS A STANDARD REFERENCE MARK DISK
 SR1080'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST.  THE MARK
 SR1080'PROJECTS 3 INCHES, AND THE DISK IS STAMPED GAGING STATION
 SR1080'USGS NO 2 1948.
 SR1080'
 SR1080'TRAVERSE STATION B.M. K 65 WAS USED AS THE AZIMUTH MARK
 SR1080'FOR THIS STATION.  IT IS 0.35 MILE FROM THE STATION AND ABOUT
 SR1080'22 FEET SOUTH OF A HIGH BLUFF.  THE DISK IS SET IN A DRILLED
 SR1080'HOLE IN THE WEST END OF A LARGE SAND STONE ROCK THAT PROJECTS
 SR1080'18 INCHES.  THE DISK IS A STANDARD BENCH MARK DISK AND IS
 SR1080'STAMPED K 65 1933.  A TRAVERSE CONNECTION WAS MADE FROM
 SR1080'TRIANGULATION STATION GAGING STATION (USGS).
 SR1080'
 SR1080'A 4-FOOT STAND WILL SEE TRIANGULATION STATION BEND (MORC).
 SR1080'
 SR1080'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0535 ***********************************************************************
 RU0535  DESIGNATION -  GAGING STATION
 RU0535  PID         -  RU0535
 RU0535  STATE/COUNTY-  MT/ROSEBUD
 RU0535  USGS QUAD   -  MOSBY (1980)
 RU0535
 RU0535                         *CURRENT SURVEY CONTROL
 RU0535  ___________________________________________________________________
 RU0535* NAD 83(1986)-  46 59 40.     (N)    107 53 21.     (W)     SCALED    
 RU0535* NAVD 88     -       766.036  (meters)    2513.24   (feet)  ADJUSTED  
 RU0535  ___________________________________________________________________
 RU0535  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 RU0535  DYNAMIC HT  -         766.014 (meters)    2513.16  (feet)  COMP
 RU0535  MODELED GRAV-     980,559.1   (mgal)                       NAVD 88
 RU0535
 RU0535  VERT ORDER  -  SECOND    CLASS 0
 RU0535
 RU0535.The horizontal coordinates were scaled from a topographic map and have
 RU0535.an estimated accuracy of +/- 6 seconds.
 RU0535
 RU0535.The orthometric height was determined by differential leveling
 RU0535.and adjusted by the National Geodetic Survey in June 1991..
 RU0535
 RU0535.The geoid height was determined by GEOID03.
 RU0535
 RU0535.The dynamic height is computed by dividing the NAVD 88
 RU0535.geopotential number by the normal gravity value computed on the
 RU0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0535.degrees latitude (g = 980.6199 gals.).
 RU0535
 RU0535.The modeled gravity was interpolated from observed gravity values.
 RU0535
 RU0535;                    North         East    Units  Estimated Accuracy
 RU0535;SPC MT       -   306,220.      722,440.      MT  (+/- 180 meters Scaled)
 RU0535
 RU0535                          SUPERSEDED SURVEY CONTROL
 RU0535
 RU0535  NGVD 29 (??/??/92)  765.34   (m)         2511.0    (f) COMPUTED    2 0
 RU0535
 RU0535.Superseded values are not recommended for survey control.
 RU0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0535.See file dsdata.txt to determine how the superseded data were derived.
 RU0535
 RU0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN803085(NAD 83)
 RU0535_MARKER: DB = BENCH MARK DISK
 RU0535_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RU0535_SP_SET: UNSPECIFIED
 RU0535_STAMPING: GAGING STATION
 RU0535_MARK LOGO: USGS  
 RU0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0535+STABILITY: SURFACE MOTION
 RU0535
 RU0535  HISTORY     - Date     Condition        Report By
 RU0535  HISTORY     - 1955     MONUMENTED       USGS
 RU0535  HISTORY     - 1962     GOOD             USGS
 RU0535
 RU0535                          STATION DESCRIPTION
 RU0535
 RU0535'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RU0535'0.3 KM (0.20 MI) WEST FROM MOSBY.
 RU0535'0.2 MILES WEST OF MOSBY, AT THE BRIDGE OVER MUSSELSHELL RIVER, 57
 RU0535'FEET EAST AND 14 FEET NORTH OF THE WEST END OF THE BRIDGE, ON TOP OF
 RU0535'A CONCRETE BRIDGE FOOTING, A STANDARED USGS GAGING STATION DISK.
 RU0535'THE MARK IS 15 FT BELOW BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0741 ***********************************************************************
 RX0741  DESIGNATION -  GAGING STATION 1
 RX0741  PID         -  RX0741
 RX0741  STATE/COUNTY-  MT/POWELL
 RX0741  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0741
 RX0741                         *CURRENT SURVEY CONTROL
 RX0741  ___________________________________________________________________
 RX0741* NAD 83(1986)-  46 35 26.     (N)    112 55 41.     (W)     SCALED    
 RX0741* NAVD 88     -      1278.215  (meters)    4193.61   (feet)  ADJUSTED  
 RX0741  ___________________________________________________________________
 RX0741  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 RX0741  DYNAMIC HT  -        1277.924 (meters)    4192.66  (feet)  COMP
 RX0741  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 RX0741
 RX0741  VERT ORDER  -  FIRST     CLASS II
 RX0741
 RX0741.The horizontal coordinates were scaled from a topographic map and have
 RX0741.an estimated accuracy of +/- 6 seconds.
 RX0741
 RX0741.The orthometric height was determined by differential leveling
 RX0741.and adjusted by the National Geodetic Survey in June 1991..
 RX0741
 RX0741.The geoid height was determined by GEOID03.
 RX0741
 RX0741.The dynamic height is computed by dividing the NAVD 88
 RX0741.geopotential number by the normal gravity value computed on the
 RX0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0741.degrees latitude (g = 980.6199 gals.).
 RX0741
 RX0741.The modeled gravity was interpolated from observed gravity values.
 RX0741
 RX0741;                    North         East    Units  Estimated Accuracy
 RX0741;SPC MT       -   265,830.      337,530.      MT  (+/- 180 meters Scaled)
 RX0741
 RX0741                          SUPERSEDED SURVEY CONTROL
 RX0741
 RX0741.No superseded survey control is available for this station.
 RX0741
 RX0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS523614(NAD 83)
 RX0741_MARKER: DD = SURVEY DISK
 RX0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0741_SP_SET: GAGING STATION
 RX0741_STAMPING: 1
 RX0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0741
 RX0741  HISTORY     - Date     Condition        Report By
 RX0741  HISTORY     - UNK      MONUMENTED       USGS
 RX0741  HISTORY     - 1979     GOOD             NGS
 RX0741
 RX0741                          STATION DESCRIPTION
 RX0741
 RX0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0741'11.95 MI SE FROM DRUMMOND.
 RX0741'11.85 MILES EAST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0741'HIGHWAY 10A IN DRUMMOND, THENCE 0.1 MILE SOUTH ALONG GOLD CREEK ROAD,
 RX0741'SET IN THE NORTH EDGE OF THE CONCRETE BASE OF A WELL HOUSE AT THE
 RX0741'NORTH END OF THE STEEL TRUSS BRIDGE, 26 FEET WEST OF THE CENTERLINE OF
 RX0741'A PAVED ROAD, 10 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 32
 RX0741'FEET NORTHWEST OF GAGING STATION 3, 1 FOOT NORTH OF THE WELL HOUSE.
 RX0741'THE MARK IS 1 FT BELOW THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0743 ***********************************************************************
 RX0743  DESIGNATION -  GAGING STATION 2
 RX0743  PID         -  RX0743
 RX0743  STATE/COUNTY-  MT/POWELL
 RX0743  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0743
 RX0743                         *CURRENT SURVEY CONTROL
 RX0743  ___________________________________________________________________
 RX0743* NAD 83(1986)-  46 35 26.     (N)    112 55 41.     (W)     SCALED    
 RX0743* NAVD 88     -      1278.118  (meters)    4193.29   (feet)  ADJUSTED  
 RX0743  ___________________________________________________________________
 RX0743  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 RX0743  DYNAMIC HT  -        1277.826 (meters)    4192.33  (feet)  COMP
 RX0743  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 RX0743
 RX0743  VERT ORDER  -  FIRST     CLASS II
 RX0743
 RX0743.The horizontal coordinates were scaled from a topographic map and have
 RX0743.an estimated accuracy of +/- 6 seconds.
 RX0743
 RX0743.The orthometric height was determined by differential leveling
 RX0743.and adjusted by the National Geodetic Survey in June 1991..
 RX0743
 RX0743.The geoid height was determined by GEOID03.
 RX0743
 RX0743.The dynamic height is computed by dividing the NAVD 88
 RX0743.geopotential number by the normal gravity value computed on the
 RX0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0743.degrees latitude (g = 980.6199 gals.).
 RX0743
 RX0743.The modeled gravity was interpolated from observed gravity values.
 RX0743
 RX0743;                    North         East    Units  Estimated Accuracy
 RX0743;SPC MT       -   265,830.      337,530.      MT  (+/- 180 meters Scaled)
 RX0743
 RX0743                          SUPERSEDED SURVEY CONTROL
 RX0743
 RX0743.No superseded survey control is available for this station.
 RX0743
 RX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS523614(NAD 83)
 RX0743_MARKER: DD = SURVEY DISK
 RX0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0743_SP_SET: CONCRETE POST
 RX0743_STAMPING: 2
 RX0743_PROJECTION: PROJECTING 8 CENTIMETERS
 RX0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0743+STABILITY: SURFACE MOTION
 RX0743
 RX0743  HISTORY     - Date     Condition        Report By
 RX0743  HISTORY     - UNK      MONUMENTED       USGS
 RX0743  HISTORY     - 1979     GOOD             NGS
 RX0743
 RX0743                          STATION DESCRIPTION
 RX0743
 RX0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0743'11.95 MI SE FROM DRUMMOND.
 RX0743'11.85 MILES EAST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0743'HIGHWAY 10A IN DRUMMOND, THENCE 0.1 MILE SOUTH ALONG GOLD CREEK
 RX0743'ROAD, NEAR THE NORTH END OF A STEEL TRUSS BRIDGE OVER THE CLARK FORK
 RX0743'RIVER, 60 FEET NORTHEAST OF GAGING STATION 1, 42 FEET NORTH OF
 RX0743'GAGING STATION 3, 26 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 RX0743'17 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD.
 RX0743'THE MARK IS 1 FT BELOW THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0742 ***********************************************************************
 RX0742  DESIGNATION -  GAGING STATION 3
 RX0742  PID         -  RX0742
 RX0742  STATE/COUNTY-  MT/POWELL
 RX0742  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0742
 RX0742                         *CURRENT SURVEY CONTROL
 RX0742  ___________________________________________________________________
 RX0742* NAD 83(1986)-  46 35 26.     (N)    112 55 41.     (W)     SCALED    
 RX0742* NAVD 88     -      1278.752  (meters)    4195.37   (feet)  ADJUSTED  
 RX0742  ___________________________________________________________________
 RX0742  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 RX0742  DYNAMIC HT  -        1278.461 (meters)    4194.42  (feet)  COMP
 RX0742  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 RX0742
 RX0742  VERT ORDER  -  FIRST     CLASS II
 RX0742
 RX0742.The horizontal coordinates were scaled from a topographic map and have
 RX0742.an estimated accuracy of +/- 6 seconds.
 RX0742
 RX0742.The orthometric height was determined by differential leveling
 RX0742.and adjusted by the National Geodetic Survey in June 1991..
 RX0742
 RX0742.The geoid height was determined by GEOID03.
 RX0742
 RX0742.The dynamic height is computed by dividing the NAVD 88
 RX0742.geopotential number by the normal gravity value computed on the
 RX0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0742.degrees latitude (g = 980.6199 gals.).
 RX0742
 RX0742.The modeled gravity was interpolated from observed gravity values.
 RX0742
 RX0742;                    North         East    Units  Estimated Accuracy
 RX0742;SPC MT       -   265,830.      337,530.      MT  (+/- 180 meters Scaled)
 RX0742
 RX0742                          SUPERSEDED SURVEY CONTROL
 RX0742
 RX0742.No superseded survey control is available for this station.
 RX0742
 RX0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS523614(NAD 83)
 RX0742_MARKER: DB = BENCH MARK DISK
 RX0742_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RX0742_SP_SET: BRIDGE ABUTMENT
 RX0742_STAMPING: 3
 RX0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0742
 RX0742  HISTORY     - Date     Condition        Report By
 RX0742  HISTORY     - UNK      MONUMENTED       USGS
 RX0742  HISTORY     - 1979     GOOD             NGS
 RX0742
 RX0742                          STATION DESCRIPTION
 RX0742
 RX0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0742'11.95 MI SE FROM DRUMMOND.
 RX0742'11.85 MILES EAST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0742'HIGHWAY 10A IN DRUMMOND, THENCE 0.1 MILE SOUTH ALONG GOLD CREEK
 RX0742'ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A
 RX0742'STEEL TRUSS BRIDGE OVER THE CLARK FORK RIVER, 10 FEET EAST OF
 RX0742'THE CENTERLINE OF THE PAVED ROAD, 42 FEET SOUTH OF GAGING STATION
 RX0742'3, 32 FEET SOUTHEAST OF GAGING STATION 1,
 RX0742'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1089 ***********************************************************************
 PY1089  DESIGNATION -  GAGING STATION 4
 PY1089  PID         -  PY1089
 PY1089  STATE/COUNTY-  MT/GALLATIN
 PY1089  USGS QUAD   -  HEBGEN DAM (1988)
 PY1089
 PY1089                         *CURRENT SURVEY CONTROL
 PY1089  ___________________________________________________________________
 PY1089* NAD 83(1986)-  44 52 00.     (N)    111 20 19.     (W)     SCALED    
 PY1089* NAVD 88     -      1970.958  (meters)    6466.38   (feet)  ADJUSTED  
 PY1089  ___________________________________________________________________
 PY1089  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY1089  DYNAMIC HT  -        1969.904 (meters)    6462.93  (feet)  COMP
 PY1089  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 PY1089
 PY1089  VERT ORDER  -  FIRST     CLASS II
 PY1089
 PY1089.The horizontal coordinates were scaled from a topographic map and have
 PY1089.an estimated accuracy of +/- 6 seconds.
 PY1089
 PY1089.The orthometric height was determined by differential leveling
 PY1089.and adjusted by the National Geodetic Survey in June 1991..
 PY1089
 PY1089.The geoid height was determined by GEOID03.
 PY1089
 PY1089.The dynamic height is computed by dividing the NAVD 88
 PY1089.geopotential number by the normal gravity value computed on the
 PY1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1089.degrees latitude (g = 980.6199 gals.).
 PY1089
 PY1089.The modeled gravity was interpolated from observed gravity values.
 PY1089
 PY1089;                    North         East    Units  Estimated Accuracy
 PY1089;SPC MT       -    70,250.      454,700.      MT  (+/- 180 meters Scaled)
 PY1089
 PY1089                          SUPERSEDED SURVEY CONTROL
 PY1089
 PY1089  NGVD 29 (08/20/92) 1969.722  (m)         6462.33   (f) ADJUSTED    1 2
 PY1089
 PY1089.Superseded values are not recommended for survey control.
 PY1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1089.See file dsdata.txt to determine how the superseded data were derived.
 PY1089
 PY1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ732681(NAD 83)
 PY1089_MARKER: DB = BENCH MARK DISK
 PY1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1089_SP_SET: CONCRETE POST
 PY1089_STAMPING: NO. 4
 PY1089_MARK LOGO: USGS  
 PY1089_PROJECTION: FLUSH
 PY1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1089+STABILITY: SURFACE MOTION
 PY1089
 PY1089  HISTORY     - Date     Condition        Report By
 PY1089  HISTORY     - UNK      MONUMENTED       USGS
 PY1089  HISTORY     - 1987     GOOD             NGS
 PY1089
 PY1089                          STATION DESCRIPTION
 PY1089
 PY1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1089'34.4 KM (21.40 MI) NORTH FROM WEST YELLOWSTONE.
 PY1089'34.4 KM (21.40 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE
 PY1089'JUNCTION OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, 27.6 M (90.6 FT)
 PY1089'WEST OF THE CENTERLINE OF THE HIGHWAY, 22.1 M (72.5 FT) SOUTHWEST OF
 PY1089'MILEPOST 9, 6.1 M (20.0 FT) NORTH OF THE GAGE HOUSE, AND 5.8 M (19.0
 PY1089'FT) SOUTH OF A UTILITY POLE.
 PY1089'THE MARK IS 6.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0559 ***********************************************************************
 TL0559  DESIGNATION -  GALATA
 TL0559  PID         -  TL0559
 TL0559  STATE/COUNTY-  MT/TOOLE
 TL0559  USGS QUAD   -  GALATA (1970)
 TL0559
 TL0559                         *CURRENT SURVEY CONTROL
 TL0559  ___________________________________________________________________
 TL0559* NAD 83(1992)-  48 23 35.62532(N)    111 20 23.27011(W)     ADJUSTED  
 TL0559* NAVD 88     -      1006.2    (meters)    3301.     (feet)  VERT ANG  
 TL0559  ___________________________________________________________________
 TL0559  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 TL0559  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 TL0559
 TL0559  HORZ ORDER  -  FIRST
 TL0559
 TL0559.The horizontal coordinates were established by classical geodetic methods
 TL0559.and adjusted by the National Geodetic Survey in July 1992..
 TL0559
 TL0559.The orthometric height was determined by vertical angle observations.
 TL0559
 TL0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0559
 TL0559.The geoid height was determined by GEOID03.
 TL0559
 TL0559;                    North         East     Units Scale Factor Converg.
 TL0559;SPC MT       -   462,003.200   463,806.601   MT  0.99968450   -1 20 44.9
 TL0559;SPC MT       - 1,515,758.53  1,521,675.20   iFT  0.99968450   -1 20 44.9
 TL0559;UTM  12      - 5,360,063.298   474,845.894   MT  0.99960777   -0 15 14.7
 TL0559
 TL0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0559!SPC MT       -   0.99984464  x   0.99968450  =   0.99952919
 TL0559!UTM  12      -   0.99984464  x   0.99960777  =   0.99945247
 TL0559
 TL0559:                Primary Azimuth Mark                     Grid Az
 TL0559:SPC MT       -  GALATA AZ MK                             090 11 46.0
 TL0559:UTM  12      -  GALATA AZ MK                             089 06 15.8
 TL0559
 TL0559|---------------------------------------------------------------------|
 TL0559| PID    Reference Object                     Distance      Geod. Az  |
 TL0559|                                                           dddmmss.s |
 TL0559| CN3567 GALATA AZ MK                                       0885101.1 |
 TL0559| CN3568 GALATA RM 1                          23.992 METERS 09635     |
 TL0559| CN3569 GALATA RM 2                          42.114 METERS 20236     |
 TL0559|---------------------------------------------------------------------|
 TL0559
 TL0559                          SUPERSEDED SURVEY CONTROL
 TL0559
 TL0559  NAD 83(1986)-  48 23 35.62543(N)    111 20 23.26137(W) AD(       ) 1
 TL0559  NAD 27      -  48 23 35.68586(N)    111 20 20.29600(W) AD(       ) 1
 TL0559  NGVD 29 (07/19/86) 1005.3    (m)         3298.     (f) VERT ANG       
 TL0559
 TL0559.Superseded values are not recommended for survey control.
 TL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0559.See file dsdata.txt to determine how the superseded data were derived.
 TL0559
 TL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU7484660063(NAD 83)
 TL0559_MARKER: DS = TRIANGULATION STATION DISK
 TL0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0559
 TL0559  HISTORY     - Date     Condition        Report By
 TL0559  HISTORY     - 1964     MONUMENTED       CGS
 TL0559
 TL0559                          STATION DESCRIPTION
 TL0559
 TL0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0559'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF DEVON, 8 MILES
 TL0559'SOUTHWEST OF LOTHAIR AND 6 MILES SOUTH OF GALATA, ON THE HIGHEST
 TL0559'POINT OF A SMALL RISE IN THE SOUTHEAST ANGLE OF A ROAD FORKS.
 TL0559'
 TL0559'TO REACH THE STATION FROM THE POST OFFICE IN GALATA, GO SOUTH
 TL0559'ON GRAVELED ROAD FOR 0.75 MILE TO THE JUNCTION WITH U.S. HIGHWAY 2.
 TL0559'TURN LEFT AND GO EAST ON HIGHWAY FOR 0.35 MILE TO A GRAVELED
 TL0559'CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 5.1
 TL0559'MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON GRADED
 TL0559'ROAD FOR 0.05 MILE TO THE TOP OF RISE AND THE STATION ON THE
 TL0559'RIGHT.  TO REACH THE AZIMUH MARK, CONTINUE EAST ON GRADED ROAD
 TL0559'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 TL0559'
 TL0559'STATION MARK IS A STANDARD DISK, STAMPED GALATA 1964, SET IN
 TL0559'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 TL0559'8 INCHES.  IT IS 79 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD,
 TL0559'60 FEET SOUTHWEST OF A CORNER POWER LINE POLE AND 53 FEET
 TL0559'WEST-NORTHWEST OF THE CENTERLINE OF A TRACK ROAD.
 TL0559'
 TL0559'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GALATA NO 1 1964,
 TL0559'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 TL0559'8 INCHES.  IT IS 42.5 FEET SOUTHEAST OF THE POWER LINE POLE, 18
 TL0559'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD AND ABOUT 3
 TL0559'FEET LOWER THAN THE STATION.
 TL0559'
 TL0559'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GALATA NO 2 1964,
 TL0559'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING 15
 TL0559'INCHES.  IT IS 38 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD
 TL0559'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TL0559'
 TL0559'AZIMUTH MARK IS A STANDARD DISK, STAMPED GALATA 1964, SET IN THE
 TL0559'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 12
 TL0559'INCHES.  IT IS 33 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD,
 TL0559'2 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT WEST OF A POWER
 TL0559'LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0582 ***********************************************************************
 RU0582  DESIGNATION -  GALBRAITH
 RU0582  PID         -  RU0582
 RU0582  STATE/COUNTY-  MT/ROSEBUD
 RU0582  USGS QUAD   -  YABLONSKI RANCH (1960)
 RU0582
 RU0582                         *CURRENT SURVEY CONTROL
 RU0582  ___________________________________________________________________
 RU0582* NAD 83(1992)-  46 37 40.00132(N)    107 28 28.57269(W)     ADJUSTED  
 RU0582* NAVD 88     -      1062.61   (+/-2cm)    3486.2    (feet)  VERTCON   
 RU0582  ___________________________________________________________________
 RU0582  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 RU0582  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 RU0582
 RU0582  HORZ ORDER  -  FIRST
 RU0582  VERT ORDER  -  THIRD ? (See Below)
 RU0582
 RU0582.The horizontal coordinates were established by classical geodetic methods
 RU0582.and adjusted by the National Geodetic Survey in July 1992..
 RU0582
 RU0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0582.The vertical order pertains to the NGVD 29 superseded value.
 RU0582
 RU0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0582
 RU0582.The geoid height was determined by GEOID03.
 RU0582
 RU0582;                    North         East     Units Scale Factor Converg.
 RU0582;SPC MT       -   266,227.534   755,002.075   MT  0.99941506   +1 28 53.7
 RU0582;SPC MT       -   873,449.91  2,477,040.93   iFT  0.99941506   +1 28 53.7
 RU0582;UTM  13      - 5,166,776.327   310,567.564   MT  1.00004110   -1 47 57.6
 RU0582
 RU0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0582!SPC MT       -   0.99983570  x   0.99941506  =   0.99925086
 RU0582!UTM  13      -   0.99983570  x   1.00004110  =   0.99987680
 RU0582
 RU0582|---------------------------------------------------------------------|
 RU0582| PID    Reference Object                     Distance      Geod. Az  |
 RU0582|                                                           dddmmss.s |
 RU0582| CQ6581 GALBRAITH RM 2                                     07633     |
 RU0582| RU0611 SUMATRA CATHOLIC CH STEEPLE         APPROX. 6.1 KM 2594441.5 |
 RU0582| RU0610 SUMATRA SCHOOLHOUSE CHIMNEY         APPROX. 6.0 KM 2605748.1 |
 RU0582| RU0622 CAIRN ON BUTTE W SW OF ALICE        APPROX.49.9 KM 3074102.2 |
 RU0582| CQ6580 GALBRAITH RM 1                                     35716     |
 RU0582|---------------------------------------------------------------------|
 RU0582
 RU0582                          SUPERSEDED SURVEY CONTROL
 RU0582
 RU0582  NAD 83(1986)-  46 37 39.99670(N)    107 28 28.54659(W) AD(       ) 1
 RU0582  NAD 27      -  46 37 40.04300(N)    107 28 26.24000(W) AD(       ) 1
 RU0582  NGVD 29 (07/19/86) 1061.92   (m)         3484.0    (f) LEVELING    3  
 RU0582
 RU0582.Superseded values are not recommended for survey control.
 RU0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0582.See file dsdata.txt to determine how the superseded data were derived.
 RU0582
 RU0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM1056866776(NAD 83)
 RU0582_MARKER: DS = TRIANGULATION STATION DISK
 RU0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0582
 RU0582  HISTORY     - Date     Condition        Report By
 RU0582  HISTORY     - 1934     MONUMENTED       CGS
 RU0582  HISTORY     - 1957     GOOD             USGS
 RU0582  HISTORY     - 1963     GOOD             CGS
 RU0582  HISTORY     - 1988     GOOD             USAF
 RU0582
 RU0582                          STATION DESCRIPTION
 RU0582
 RU0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0582'ABOUT 6-1/2 MILES NORTHWEST OF INGOMAR, 4 MILES EAST-NORTHEAST OF
 RU0582'SUMATRA AND 2 MILES NORTH-NORTHEAST OF GALBRAITH RAILROAD
 RU0582'SIDING.  ON A PROMINENT POINTED, SHALE-COVERED RIDGE WHICH
 RU0582'SLOPES TO THE NORTH AND DROPS OFF ABRUPTLY TO THE SOUTH.  IN
 RU0582'T. 10 N., R. 34 E. PROJECTS 6 INCHES.  MARKS DESCRIBED.
 RU0582'
 RU0582'REFERENCE MARK NO. 1, IS NORTH-NORTHEAST OF STATION,
 RU0582'ON NORTH SLOPE OF SAME RIDGE.  PROJECTS 4 INCHES.
 RU0582'
 RU0582'REFERENCE MARK NO. 2, IS EAST OF STATION ON NORTH
 RU0582'SLOPE OF SAME RIDGE.  PROJECTS 6 INCHES.
 RU0582'
 RU0582'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 (SLOPE) 137.05
 RU0582'FEET.
 RU0582'
 RU0582'AZIMUTH MARK, IS WEST-SOUTHWEST OF STATION, (0.15
 RU0582'MILE NORTHEAST, 0.2 MILE NORTHWEST, LEFT FORK 0.4 MILE SOUTHWEST),
 RU0582'36 FEET WEST OF CENTERLINE OF ROAD AND 3-1/2 FEET NORTH OF
 RU0582'EAST-WEST FENCE.  PROJECTS 4 INCHES.
 RU0582'
 RU0582'REACHED FROM INGOMAR BY GOING WEST ON SUMATRA ROAD 6.2 MILES
 RU0582'TO GALBRAITH SIDING.  LEAVE MAIN GRADED ROAD WHERE IT TURNS
 RU0582'LEFT AND CONTINUE STRAIGHT AHEAD A SHORT DISTANCE THEN TURN
 RU0582'RIGHT THROUGH GATE AND CROSS RAILROAD TRACKS, THEN TURN LEFT
 RU0582'AND GO WEST ALONG THE NORTH SIDE OF RAILROAD RIGHT-OF-WAY
 RU0582'FENCE 0.45 MILE, THEN TAKE RIGHT FORK, ACROSS WASH, ON MAIN
 RU0582'ROAD AND GO 0.2 MILE TO A GATE IN FENCE CORNER.  GO THROUGH
 RU0582'GATE, TURN RIGHT LEAVING RAILROAD AND GO NORTH 1.4 MILES,
 RU0582'THEN TAKE RIGHT FORK 100 YARDS EAST OF AN OLD HOUSE AND GO
 RU0582'NORTH 0.3 MILE, THEN RIGHT FORK AND GO 0.4 MILE TO A T-FORK.
 RU0582'TURN RIGHT, GO SOUTHEAST 0.2 MILE.  LEAVE ROAD, TURN RIGHT
 RU0582'AND GO SOUTH UP HILL 0.15 MILE TO HIGHEST POINT AND
 RU0582'STATION.
 RU0582'
 RU0582'A 4-FOOT STAND WILL CLEAR ALL LINES.
 RU0582'
 RU0582'HEIGHT OF LIGHT ABOVE STATION MARK - 1.10 METERS.
 RU0582
 RU0582                          STATION RECOVERY (1957)
 RU0582
 RU0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RU0582'STATION RECOVERED IN GOOD CONDITION.
 RU0582'
 RU0582'TO REACH FROM INGOMAR, GO WEST ON STATE HIGHWAY 6 6.2 MILES
 RU0582'TO GRADED ROAD ON RIGHT, GO NORTH ON GRADED ROAD 1.9 MILES
 RU0582'TO TOP OF HILL AND A TRACK ROAD TO THE RIGHT, TAKE TRACK
 RU0582'ROAD 0.5 MILE TO A SADDLE, LEAVE ROAD AND GO CROSS-COUNTRY
 RU0582'TO THE RIGHT 0.15 MILE TO TOP AND STATION.
 RU0582
 RU0582                          STATION RECOVERY (1963)
 RU0582
 RU0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 RU0582'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 RU0582'STATION IS LOCATED ABOUT 3-1/2 MILES N AND ABOUT 4-3/4 MILES W OF
 RU0582'INGOMAR, ABOUT 2 MILES N OF THE GALBRAITH SIDING ALONG THE C. M.
 RU0582'ST.P. AND P RAILROAD AND ABOUT 1-1/4 MILES N OF US HIGHWAY 12,
 RU0582'NEAR THE S CENTER OF SEC. 8, T 10 N, R 34 E.  PROPERTY OWNER WAS
 RU0582'NOT LEARNED AT THIS TIME.
 RU0582'
 RU0582'TO REACH FROM INGOMAR, GO W ON US HIGHWAY 12 FOR 5.65 MILES TO A
 RU0582'SIDE ROAD RIGHT, TURN RIGHT, OFF HIGHWAY AND GO N FOR 0.1 MILE
 RU0582'CROSSING A CATTLE-GUARD, CONTINUE N FOR 1.65 MILES TO WHERE ROAD
 RU0582'BEARS LEFT, NW, HERE, TURN SHARP RIGHT AND GO SE ON OLD TRACK ROAD
 RU0582'FOR 0.45 MILE TO A SADDLE, THENCE TURN RIGHT AND GO S FOR 0.15
 RU0582'MILE TO THE HIGHEST POINT AND STATION, OVER LOOKING VALLEY TO THE
 RU0582'S.
 RU0582'
 RU0582'TO REACH THE AZIMUTH MARK FROM CATTLE-GUARD 0.1 MILE N OF HIGHWAY,
 RU0582'GO N FOR 1.0 MILE, THENCE TURN LEFT AND GO W ACROSS COUNTRY FOR 0.25
 RU0582'MILE TO THE MARK.  IT IS 14.0 FEET S OF TWO LONE POSTS ABOUT 6 FEET
 RU0582'APART AND ABOUT 100 YARDS E OF COTTONWOOD TREES IN WASH.
 RU0582'
 RU0582'ALL STATIONS ARE V-G FROM THE GROUND.  TRUCK TO STATION.
 RU0582'
 RU0582'TO REACH FROM CROSS ROAD IN SUMATRA, GO E ON US HIGHWAY 12 FOR 3.25
 RU0582'MILES TO A SIDE ROAD LEFT, N.  THENCE AS ABOVE.
 RU0582
 RU0582                          STATION RECOVERY (1988)
 RU0582
 RU0582'RECOVERY NOTE BY US AIR FORCE 1988 (ESL)
 RU0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0887 ***********************************************************************
 TM0887  DESIGNATION -  GALBREATH
 TM0887  PID         -  TM0887
 TM0887  STATE/COUNTY-  MT/GLACIER
 TM0887  USGS QUAD   -  GOOSE LAKE (1968)
 TM0887
 TM0887                         *CURRENT SURVEY CONTROL
 TM0887  ___________________________________________________________________
 TM0887* NAD 83(1992)-  48 55 48.28839(N)    113 15 35.61390(W)     ADJUSTED  
 TM0887* NAVD 88     -      1587.98   (+/-2cm)    5209.9    (feet)  VERTCON   
 TM0887  ___________________________________________________________________
 TM0887  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 TM0887  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 TM0887
 TM0887  HORZ ORDER  -  SECOND
 TM0887  VERT ORDER  -  THIRD ? (See Below)
 TM0887
 TM0887.The horizontal coordinates were established by classical geodetic methods
 TM0887.and adjusted by the National Geodetic Survey in July 1992..
 TM0887
 TM0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0887.The vertical order pertains to the NGVD 29 superseded value.
 TM0887
 TM0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0887
 TM0887.The geoid height was determined by GEOID03.
 TM0887
 TM0887;                    North         East     Units Scale Factor Converg.
 TM0887;SPC MT       -   526,702.950   324,614.444   MT  0.99995773   -2 45 01.4
 TM0887;SPC MT       - 1,728,028.05  1,065,008.02   iFT  0.99995773   -2 45 01.4
 TM0887;UTM  12      - 5,422,144.717   334,480.315   MT  0.99993658   -1 42 14.9
 TM0887
 TM0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0887!SPC MT       -   0.99975349  x   0.99995773  =   0.99971123
 TM0887!UTM  12      -   0.99975349  x   0.99993658  =   0.99969009
 TM0887
 TM0887:                Primary Azimuth Mark                     Grid Az
 TM0887:SPC MT       -  BOUNDARY MON 295 RM 373 S                021 32 30.4
 TM0887:UTM  12      -  BOUNDARY MON 295 RM 373 S                020 29 43.9
 TM0887
 TM0887|---------------------------------------------------------------------|
 TM0887| PID    Reference Object                     Distance      Geod. Az  |
 TM0887|                                                           dddmmss.s |
 TM0887| TM1001 BOUNDARY MON 295 RM 373 S           APPROX. 8.0 KM 0184729.0 |
 TM0887|---------------------------------------------------------------------|
 TM0887
 TM0887                          SUPERSEDED SURVEY CONTROL
 TM0887
 TM0887  NAD 83(1986)-  48 55 48.29611(N)    113 15 35.61128(W) AD(       ) 2
 TM0887  NAD 27      -  48 55 48.36000(N)    113 15 32.24400(W) AD(       ) 2
 TM0887  NGVD 29 (07/19/86) 1586.78   (m)         5206.0    (f) LEVELING    3  
 TM0887
 TM0887.Superseded values are not recommended for survey control.
 TM0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0887.See file dsdata.txt to determine how the superseded data were derived.
 TM0887
 TM0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV3448022145(NAD 83)
 TM0887_MARKER: B = BOLT
 TM0887_SETTING: 80 = SET IN A BOULDER
 TM0887_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TM0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0887+STABILITY: SURFACE MOTION
 TM0887
 TM0887  HISTORY     - Date     Condition        Report By
 TM0887  HISTORY     - 1909     MONUMENTED       CGS
 TM0887  HISTORY     - 1923     GOOD             CGS
 TM0887
 TM0887                          STATION DESCRIPTION
 TM0887
 TM0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 TM0887'ON THE HIGHEST POINT OF THE EAST END OF THE RIDGE BETWEEN THE
 TM0887'GALBREATH BASIN AND THE NORTH FORK OF MILK RIVER AND ABOUT ONE - HALF
 TM0887'MILE WEST OF A LOW SADDLE IN THE RIDGE.  THE STATION IS ABOUT 5 MILES
 TM0887'SOUTH OF THE INTERNATIONAL BOUNDARY AND ABOUT THE SAME DISTANCE
 TM0887'SOUTHWEST OF THE UNITED STATES CUSTOMHOUSE.  IT IS 1-1/4 MILES SOUTH
 TM0887'OF THE US RECLAMATION SERVICE CANAL AND IS NEAR THE QUARTERSECTION
 TM0887'CORNER ON THE NORTH SIDE OF SECTION 25, TOWNSHIP 37 N, RANGE 13 W,
 TM0887'PRINCIPAL MERIDIAN.
 TM0887'
 TM0887'STATION MARK--AN ALUMINUM BOLT SET IN A LARGE GRANITE BOULDER FLUSH
 TM0887'WITH THE GROUND.
 TM0887
 TM0887                          STATION RECOVERY (1923)
 TM0887
 TM0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923
 TM0887'ON THE HIGHEST POINT OF THE EAST END OF THE RIDGE BETWEEN THE
 TM0887'GALBREATH BASIN AND THE NORTH FORK OF MILK RIVER AND ABOUT 1/2 MILE
 TM0887'WEST OF A LOW SADDLE IN THE RIDGE.  THE STATION IS ABOUT 5 MILES
 TM0887'SOUTH OF THE INTERNATIONAL BOUNDARY AND ABOUT THE SAME DISTANCE
 TM0887'SOUTHWEST OF THE UNITED STATES CUSTOMHOUSE.  IT IS 1-1/4 MILES
 TM0887'SOUTH OF THE U.S. RECLAMATION SERVICE CANAL AND IS NEAR THE
 TM0887'QUARTER-SECTION CORNER ON THE SOUTH SIDE OF SEC. 25, T. 37 W.,
 TM0887'R. 13 W. PRINCIPAL MERIDIAN.
 TM0887'
 TM0887'STATION MARK--AN ALUMINUM BOLT SET IN A LARGE GRANITE BOULDER FLUSH
 TM0887'WITH THE GROUND.  (INTERNATIONAL BOUNDARY COMMISSION REPORT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0936 ***********************************************************************
 RX0936  DESIGNATION -  GALE
 RX0936  PID         -  RX0936
 RX0936  STATE/COUNTY-  MT/DEER LODGE
 RX0936  USGS QUAD   -  ANACONDA NORTH (1996)
 RX0936
 RX0936                         *CURRENT SURVEY CONTROL
 RX0936  ___________________________________________________________________
 RX0936* NAD 83(1992)-  46 13 39.03001(N)    112 56 45.49201(W)     ADJUSTED  
 RX0936* NAVD 88     -      2154.3    (meters)    7068.     (feet)  VERTCON   
 RX0936  ___________________________________________________________________
 RX0936  LAPLACE CORR-         -12.05  (seconds)                    DEFLEC99
 RX0936  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 RX0936
 RX0936  HORZ ORDER  -  SECOND
 RX0936
 RX0936.The horizontal coordinates were established by classical geodetic methods
 RX0936.and adjusted by the National Geodetic Survey in July 1992..
 RX0936
 RX0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0936
 RX0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0936
 RX0936.The geoid height was determined by GEOID03.
 RX0936
 RX0936;                    North         East     Units Scale Factor Converg.
 RX0936;SPC MT       -   225,598.028   334,382.378   MT  0.99948572   -2 31 14.7
 RX0936;SPC MT       -   740,151.01  1,097,055.05   iFT  0.99948572   -2 31 14.7
 RX0936;UTM  12      - 5,121,166.193   349,939.001   MT  0.99987682   -1 24 19.6
 RX0936
 RX0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0936!SPC MT       -   0.99966442  x   0.99948572  =   0.99915031
 RX0936!UTM  12      -   0.99966442  x   0.99987682  =   0.99954128
 RX0936
 RX0936|---------------------------------------------------------------------|
 RX0936| PID    Reference Object                     Distance      Geod. Az  |
 RX0936|                                                           dddmmss.s |
 RX0936| CN3570 GALE RM 1                            10.638 METERS 06352     |
 RX0936| RX0929 WARM SPRINGS STATE HOSP TANK        APPROX.12.8 KM 1135159.5 |
 RX0936| RX0983 GRASSY HILL LOOKOUT TOWER           APPROX.22.6 KM 1933408.6 |
 RX0936| CN3571 GALE RM 2                            12.455 METERS 32040     |
 RX0936|---------------------------------------------------------------------|
 RX0936
 RX0936                          SUPERSEDED SURVEY CONTROL
 RX0936
 RX0936  NAD 83(1986)-  46 13 39.03044(N)    112 56 45.49387(W) AD(       ) 2
 RX0936  NAD 27      -  46 13 39.29100(N)    112 56 42.34900(W) AD(       ) 2
 RX0936  NGVD 29 (07/19/86) 2153.0    (m)         7064.     (f) VERT ANG       
 RX0936
 RX0936.Superseded values are not recommended for survey control.
 RX0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0936.See file dsdata.txt to determine how the superseded data were derived.
 RX0936
 RX0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS4993921166(NAD 83)
 RX0936_MARKER: Z = SEE DESCRIPTION
 RX0936_SETTING: 0 = UNSPECIFIED SETTING
 RX0936
 RX0936  HISTORY     - Date     Condition        Report By
 RX0936  HISTORY     - 1956     MONUMENTED       CGS
 RX0936
 RX0936                          STATION DESCRIPTION
 RX0936
 RX0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0936'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH GRASSY KNOLL
 RX0936'WHICH LIES ABOUT 7 MILES WEST OF WARM SPRINGS, ABOUT 4.5 MILES
 RX0936'NORTH OF ANACONDA AND JUST NORTH OF THE HEAD OF ANTELOPE GULCH.
 RX0936'
 RX0936'TO REACH FROM THE POST OFFICE AT DEER LODGE.  GO SOUTH, ON U.S.
 RX0936'HIGHWAY 10S, FOR 8.6 MILES.  TURN RIGHT, ONTO A GRADED ROAD, AND
 RX0936'GO WEST FOR 0.9 MILE.  TURN LEFT AND GO SOUTH AND WEST FOR 0.8
 RX0936'MILE.  TURN RIGHT, AS PER THE SIGN READING RACE TRACK LAKE,
 RX0936'AND GO WESTERLY FOR 3.9 MILES.  CONTINUE STRAIGHT AHEAD,
 RX0936'FOLLOWING THE SMALL CREEK WESTERLY, FOR 2.6 MILES.  TURN LEFT
 RX0936'AND GO SOUTH FOR 1.9 MILES.  TURN RIGHT, ONTO A TRACK ROAD, AND
 RX0936'GO WESTERLY FOR 0.3 MILE.  PASS THROUGH A WIRE GATE AND
 RX0936'CONTINUE WESTERLY FOR 0.4 MILE.  TURN RIGHT AND FOLLOW THE ROAD
 RX0936'WESTERLY, UP THE STEEP GRADE, FOR 2.1 MILES.  TURN LEFT AND GO
 RX0936'ACROSS COUNTRY, SOUTH, FOR 0.2 MILE TO THE SUMMIT OF A
 RX0936'GRASSY KNOLL.  TURN LEFT AND GO EASTERLY, ALONG THE CREST OF
 RX0936'THE OPEN RIDGE FOR 0.9 MILE TO THE SUMMIT OF THE GRASSY KNOLL
 RX0936'AND THE STATION.
 RX0936'
 RX0936'*THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 RX0936'THE DISK IS STAMPED GALE 1956.*
 RX0936'
 RX0936'REFERENCE MARK 1 IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 RX0936'PROJECTS 1 FOOT, AND THE DISK IS STAMPED GALE NO 1 1956.
 RX0936'
 RX0936'REFERENCE MARK 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 RX0936'PROJECTS 14 INCHES, AND THE DISK IS STAMPED GALE NO 2 1956.
 RX0936'
 RX0936'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 RX0936'
 RX0936'*OFFICE NOTE--THE RECORD BOOKS INDICATE THAT THE STATION MARK
 RX0936'IS A USFS DISK STAMPED GALE USFS 1949, SET IN A BOULDER FLUSH
 RX0936'WITH GROUND AND IS 17 FEET N OF A CAIRN AND 6 FEET NE OF A
 RX0936'WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0930 ***********************************************************************
 RX0930  DESIGNATION -  GALEN MONT TB SANITORIUM TANK
 RX0930  PID         -  RX0930
 RX0930  STATE/COUNTY-  MT/DEER LODGE
 RX0930  USGS QUAD   -  WARM SPRINGS (1989)
 RX0930
 RX0930                         *CURRENT SURVEY CONTROL
 RX0930  ___________________________________________________________________
 RX0930* NAD 83(1992)-  46 14 03.25908(N)    112 47 03.23704(W)     ADJUSTED  
 RX0930* NAVD 88     -                                                        
 RX0930  ___________________________________________________________________
 RX0930  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 RX0930  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 RX0930
 RX0930  HORZ ORDER  -  THIRD
 RX0930
 RX0930.The horizontal coordinates were established by classical geodetic methods
 RX0930.and adjusted by the National Geodetic Survey in July 1992..
 RX0930
 RX0930
 RX0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0930
 RX0930.The geoid height was determined by GEOID03.
 RX0930
 RX0930;                    North         East     Units Scale Factor Converg.
 RX0930;SPC MT       -   225,809.480   346,873.066   MT  0.99948414   -2 24 08.7
 RX0930;SPC MT       -   740,844.75  1,138,034.99   iFT  0.99948414   -2 24 08.7
 RX0930;UTM  12      - 5,121,620.724   362,427.828   MT  0.99983265   -1 17 19.4
 RX0930
 RX0930                          SUPERSEDED SURVEY CONTROL
 RX0930
 RX0930  NAD 83(1986)-  46 14 03.26107(N)    112 47 03.23901(W) AD(       ) 4
 RX0930  NAD 27      -  46 14 03.52700(N)    112 47 00.09800(W) AD(       ) 3
 RX0930
 RX0930.Superseded values are not recommended for survey control.
 RX0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0930.See file dsdata.txt to determine how the superseded data were derived.
 RX0930
 RX0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6242821621(NAD 83)
 RX0930
 RX0930  HISTORY     - Date     Condition        Report By
 RX0930  HISTORY     - 1956     MONUMENTED       CGS
 RX0930
 RX0930                          STATION DESCRIPTION
 RX0930
 RX0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0930'THE STATION IS LOCATED AT THE WEST EDGE OF GALEN.  IT IS A
 RX0930'STANDARD WATER TANK, SUPPORTED BY FOUR STEEL TRUSS-WORK LEGS
 RX0930'AND THE ENTIRE STRUCTURE IS PAINTED SILVER.  ITS HEIGHT IS 74
 RX0930'FEET.  THE POINT OBSERVED WAS THE BALL AT THE APEX OF THE WATER
 RX0930'TANK PROPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0523 ***********************************************************************
 QY0523  DESIGNATION -  GALLAGHER
 QY0523  PID         -  QY0523
 QY0523  STATE/COUNTY-  MT/BEAVERHEAD
 QY0523  USGS QUAD   -  GALLAGHER MOUNTAIN (1979)
 QY0523
 QY0523                         *CURRENT SURVEY CONTROL
 QY0523  ___________________________________________________________________
 QY0523* NAD 83(1992)-  45 00 59.26705(N)    112 43 01.28726(W)     ADJUSTED  
 QY0523* NAVD 88     -      2585.1    (meters)    8481.     (feet)  VERTCON   
 QY0523  ___________________________________________________________________
 QY0523  LAPLACE CORR-          10.30  (seconds)                    DEFLEC99
 QY0523  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 QY0523
 QY0523  HORZ ORDER  -  THIRD
 QY0523
 QY0523.The horizontal coordinates were established by classical geodetic methods
 QY0523.and adjusted by the National Geodetic Survey in July 1992..
 QY0523
 QY0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0523
 QY0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0523
 QY0523.The geoid height was determined by GEOID03.
 QY0523
 QY0523;                    North         East     Units Scale Factor Converg.
 QY0523;SPC MT       -    90,400.703   346,494.253   MT  0.99999016   -2 21 11.8
 QY0523;SPC MT       -   296,590.23  1,136,792.17   iFT  0.99999016   -2 21 11.8
 QY0523;UTM  12      - 4,986,213.282   364,710.965   MT  0.99982506   -1 12 52.7
 QY0523
 QY0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0523!SPC MT       -   0.99959657  x   0.99999016  =   0.99958673
 QY0523!UTM  12      -   0.99959657  x   0.99982506  =   0.99942170
 QY0523
 QY0523:                Primary Azimuth Mark                     Grid Az
 QY0523:SPC MT       -  BARE                                     271 49 00.9
 QY0523:UTM  12      -  BARE                                     270 40 41.8
 QY0523
 QY0523|---------------------------------------------------------------------|
 QY0523| PID    Reference Object                     Distance      Geod. Az  |
 QY0523|                                                           dddmmss.s |
 QY0523| QY0533 BARE                                APPROX. 3.9 KM 2692749.1 |
 QY0523|---------------------------------------------------------------------|
 QY0523
 QY0523                          SUPERSEDED SURVEY CONTROL
 QY0523
 QY0523  NAD 83(1986)-  45 00 59.26411(N)    112 43 01.28445(W) AD(       ) 3
 QY0523  NAD 27      -  45 00 59.55401(N)    112 42 58.17615(W) AD(       ) 3
 QY0523  NGVD 29 (07/19/86) 2583.7    (m)         8477.     (f) VERT ANG       
 QY0523
 QY0523.Superseded values are not recommended for survey control.
 QY0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0523.See file dsdata.txt to determine how the superseded data were derived.
 QY0523
 QY0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ6471186213(NAD 83)
 QY0523_MARKER: DD = SURVEY DISK
 QY0523_SETTING: 66 = SET IN ROCK OUTCROP
 QY0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0523
 QY0523  HISTORY     - Date     Condition        Report By
 QY0523  HISTORY     - 1950     MONUMENTED       USGS
 QY0523
 QY0523                          STATION DESCRIPTION
 QY0523
 QY0523'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0523'STATION IS LOCATED IN SW. 1/4 SEC. 28, T 9 S, R 9 W, ABOUT 14 MI.
 QY0523'(AIRLINE) S. OF DILLON, MONTANA.
 QY0523'
 QY0523'TO REACH FROM N. SIDE OF ARMSTEAD, MONTANA, AT JUNCTION OF U.S.
 QY0523'HIGHWAY 91 AND DIRT RD. GOING E., GO E. 0.5 MI. PAST LOADING PEN AND
 QY0523'CROSS RAILROAD TRACKS TO Y-RD.  TURN LEFT, GO N. ABOUT 2.5 MI.
 QY0523'(SCALED) TO ENTRANCE TO CLARKS CANYON 3.3 MI. TO WIRE GATE.  PROCEED
 QY0523'0.1 MI. TO Y-RD.  KEEP STRAIGHT, LEFT 0.1 MI. TO FORK, THENCE LEFT
 QY0523'1.2 MI. TO FORK.  TAKE LEFT, POORER RD., OVER SMALL HILL AND UP LOW
 QY0523'RIDGE 2.1 MI. NORTHERLY TO WIRE GATE.  (1/4 COR. SEC. 5, 4 ABOUT 50
 QY0523'FT. TO RIGHT ALONG FENCE.)  CONTINUE NORTHERLY 1.0 MI. TO T-RD., TURN
 QY0523'LEFT 0.5 MI. TO SALT GROUND, LEFT THENCE ACROSS COUNTRY AND UP STEEP
 QY0523'RIDGE NORTHERLY ABOUT 3/4 MI. TO STATION.  JEEP CAN BE DRIVEN PART WAY
 QY0523'FROM SALT GROUND TO STATION.  HIKE OF ABOUT 10 MINUTES FROM JEEP.
 QY0523'
 QY0523'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---GALLAGHER 1950 V.A.
 QY0523'8477--- SET IN CONCRETE IN DRILL HOLE IN SOLID OUTCROPPING BEDROCK,
 QY0523'FLUSH WITH SURFACE OF GROUND.
 QY0523'
 QY0523'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 QY0523'---GALLAGHER 1950 NO. 1--- CEMENTED IN DRILL HOLE IN BEDROCK AND
 QY0523'PROJECTING 2 FT. ABOVE SURFACE OF STEEP SHALEY SLOPE, 73.20 FT.
 QY0523'FROM STATION, S 68 DEG 04 MIN E.
 QY0523'
 QY0523'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, STAMPED
 QY0523'---GALLAGHER 1950 NO. 2--- CEMENTED IN DRILL HOLE IN BEDROCK, 47.25
 QY0523'FT. FROM STATION, N 12 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1175 ***********************************************************************
 SR1175  DESIGNATION -  GALLATIN
 SR1175  PID         -  SR1175
 SR1175  STATE/COUNTY-  MT/FERGUS
 SR1175  USGS QUAD   -  GALLATIN RAPIDS (1954)
 SR1175
 SR1175                         *CURRENT SURVEY CONTROL
 SR1175  ___________________________________________________________________
 SR1175* NAD 83(1992)-  47 42 38.40014(N)    109 27 52.79181(W)     ADJUSTED  
 SR1175* NAVD 88     -      1007.6    (meters)    3306.     (feet)  VERTCON   
 SR1175  ___________________________________________________________________
 SR1175  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 SR1175  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 SR1175
 SR1175  HORZ ORDER  -  THIRD
 SR1175
 SR1175.The horizontal coordinates were established by classical geodetic methods
 SR1175.and adjusted by the National Geodetic Survey in July 1992..
 SR1175
 SR1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1175
 SR1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1175
 SR1175.The geoid height was determined by GEOID03.
 SR1175
 SR1175;                    North         East     Units Scale Factor Converg.
 SR1175;SPC MT       -   384,542.278   602,650.229   MT  0.99946690   +0 01 33.1
 SR1175;SPC MT       - 1,261,621.65  1,977,198.91   iFT  0.99946690   +0 01 33.1
 SR1175;UTM  12      - 5,285,284.451   615,166.765   MT  0.99976299   +1 08 09.2
 SR1175
 SR1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1175!SPC MT       -   0.99984441  x   0.99946690  =   0.99931139
 SR1175!UTM  12      -   0.99984441  x   0.99976299  =   0.99960743
 SR1175
 SR1175                          SUPERSEDED SURVEY CONTROL
 SR1175
 SR1175  NAD 83(1986)-  47 42 38.39751(N)    109 27 52.77374(W) AD(       ) 3
 SR1175  NGVD 29 (05/18/92) 1006.8    (m)         3303.     (f) VERT ANG       
 SR1175
 SR1175.Superseded values are not recommended for survey control.
 SR1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1175.See file dsdata.txt to determine how the superseded data were derived.
 SR1175
 SR1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1516785284(NAD 83)
 SR1175_MARKER: DS = TRIANGULATION STATION DISK
 SR1175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1175_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1175
 SR1175  HISTORY     - Date     Condition        Report By
 SR1175  HISTORY     - 1889     MONUMENTED       MORC
 SR1175  HISTORY     - 1952     GOOD             USGS
 SR1175
 SR1175                          STATION DESCRIPTION
 SR1175
 SR1175'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SR1175'USGS -- 1952 DESCRIPTION FOLLOWS
 SR1175'
 SR1175'STATION IS LOCATED 10 AIRLINE MI. N. AND 4 AIRLINE MI. W. OF WINIFRED,
 SR1175'MONTANA, IN SEC. 6, R 18 E, T 22 N, ON THE HIGHEST POINT OF THE S. END
 SR1175'OF A SMALL BENCH, ON THE FIRST RIDGE N. OF THE MAIN E-W. RD.
 SR1175'
 SR1175'TO REACH THE STATION FROM THE MAIN CROSS STREET AND LIGHT POLE IN
 SR1175'WINIFRED, MONTANA, GO N. 0.1 MI. TO A RD. JUNCTION, THENCE RIGHT (E.)
 SR1175'FOR 2.1 MI. TO A RD. JUNCTION, THENCE STRAIGHT AHEAD (N.) FOR 2.0 MI.
 SR1175'TO A RD. JUNCTION, THENCE STRAIGHT AHEAD (N.) FOR 0.3 MI. TO A RD.
 SR1175'JUNCTION, THENCE STRAIGHT AHEAD (N.) FOR 3.2 MI. TO A RD. JUNCTION,
 SR1175'THENCE STRAIGHT AHEAD (N.) FOR 3.6 MI. TO A RD. JUNCTION, THENCE ON
 SR1175'LEFT FORK (NW.) FOR 0.5 MI. TO A RD. JUNCTION, THENCE ON LEFT FORK
 SR1175'(W.) FOR 5.4 MI. TO A RD. JUNCTION, THENCE ON LEFT FORK FOR 0.8 MI. TO
 SR1175'A FENCE CORNER, THENCE RIGHT (N.) ACROSS COUNTRY FOLLOWING TRAIL FOR
 SR1175'0.4 MI. TO BOTTOM OF DRAW AND END OF TRUCK TRAVEL.  FOLLOW TRAIL N. TO
 SR1175'TOP OF RIDGE, THENCE FOLLOW RIDGE W. TO HIGHEST POINT AND STATION.
 SR1175'ABOUT 1/4 MI. PACK.
 SR1175'
 SR1175'STATION MARK--A STANDARD MORC IRON CAP BOLTED ON AN IRON PIPE,
 SR1175'PROJECTING 4 IN. ABOVE GROUND.  NO ADDITIONAL STAMPING ON CAP.
 SR1175'
 SR1175'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0851 ***********************************************************************
 TJ0851  DESIGNATION -  GALPIN
 TJ0851  PID         -  TJ0851
 TJ0851  STATE/COUNTY-  MT/VALLEY
 TJ0851  USGS QUAD   -  FORT PECK (1972)
 TJ0851
 TJ0851                         *CURRENT SURVEY CONTROL
 TJ0851  ___________________________________________________________________
 TJ0851* NAD 83(1992)-  48 05 20.36870(N)    106 26 12.53614(W)     ADJUSTED  
 TJ0851* NAVD 88     -       662.     (meters)    2172.     (feet)  SCALED    
 TJ0851  ___________________________________________________________________
 TJ0851  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 TJ0851  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TJ0851
 TJ0851  HORZ ORDER  -  THIRD
 TJ0851
 TJ0851.The horizontal coordinates were established by classical geodetic methods
 TJ0851.and adjusted by the National Geodetic Survey in July 1992..
 TJ0851
 TJ0851.The orthometric height was scaled from a topographic map.
 TJ0851
 TJ0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0851
 TJ0851.The geoid height was determined by GEOID03.
 TJ0851
 TJ0851;                    North         East     Units Scale Factor Converg.
 TJ0851;SPC MT       -   431,046.268   828,041.469   MT  0.99956967   +2 14 26.6
 TJ0851;SPC MT       - 1,414,193.79  2,716,671.49   iFT  0.99956967   +2 14 26.6
 TJ0851;UTM  13      - 5,327,189.779   393,005.669   MT  0.99974066   -1 04 09.7
 TJ0851
 TJ0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0851!SPC MT       -   0.99989897  x   0.99956967  =   0.99946868
 TJ0851!UTM  13      -   0.99989897  x   0.99974066  =   0.99963965
 TJ0851
 TJ0851                          SUPERSEDED SURVEY CONTROL
 TJ0851
 TJ0851  NAD 83(1986)-  48 05 20.36718(N)    106 26 12.52681(W) AD(       ) 3
 TJ0851
 TJ0851.Superseded values are not recommended for survey control.
 TJ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0851.See file dsdata.txt to determine how the superseded data were derived.
 TJ0851
 TJ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP9300627190(NAD 83)
 TJ0851_MARKER: P = PIPE CAP
 TJ0851_SETTING: 0 = UNSPECIFIED SETTING
 TJ0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0851
 TJ0851  HISTORY     - Date     Condition        Report By
 TJ0851  HISTORY     - 1889     MONUMENTED       MORC
 TJ0851  HISTORY     - 1904     GOOD             USGS
 TJ0851
 TJ0851                          STATION DESCRIPTION
 TJ0851
 TJ0851'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 TJ0851'FOLLOWING DESCRIPTION FROM USGS BUL. 276, PAGE 209
 TJ0851'
 TJ0851'A STATION OF THE MISSOURI RIVER COMMISSION, ON THE LEFT BANK ON DIVI
 TJ0851'BETWEEN MISSOURI AND MILK RIVERS AND ON ROLLING PRAIRIE.  STATION IS
 TJ0851'ABOUT 3 MI. FROM RIVER.  LION BUTTE BEARS S. 41 DEGREES 13 MINUTES E
 TJ0851'(TRUE), AND IS ABOUT 9 MI. DISTANT.  TIGER BUTTE BEARS N. 29 DEGREES
 TJ0851'46 MINUTES W. (TRUE), AND IS ABOUT 5 MI. DISTANT.
 TJ0851'
 TJ0851'STATION MARK--A MORC TABLET SET ON AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0978 ***********************************************************************
 TM0978  DESIGNATION -  GAP
 TM0978  PID         -  TM0978
 TM0978  STATE/COUNTY-  MT/GLACIER
 TM0978  USGS QUAD   -  BUSHNELL HILL (1968)
 TM0978
 TM0978                         *CURRENT SURVEY CONTROL
 TM0978  ___________________________________________________________________
 TM0978* NAD 83(1992)-  48 58 57.09982(N)    112 55 27.22248(W)     ADJUSTED  
 TM0978* NAVD 88     -      1422.     (meters)    4665.     (feet)  SCALED    
 TM0978  ___________________________________________________________________
 TM0978  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 TM0978  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TM0978
 TM0978  HORZ ORDER  -  THIRD
 TM0978
 TM0978.The horizontal coordinates were established by classical geodetic methods
 TM0978.and adjusted by the National Geodetic Survey in July 1992..
 TM0978
 TM0978.The orthometric height was scaled from a topographic map.
 TM0978
 TM0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0978
 TM0978.The geoid height was determined by GEOID03.
 TM0978
 TM0978;                    North         East     Units Scale Factor Converg.
 TM0978;SPC MT       -   531,402.348   349,437.947   MT  0.99998929   -2 30 17.4
 TM0978;SPC MT       - 1,743,446.02  1,146,449.96   iFT  0.99998929   -2 30 17.4
 TM0978;UTM  12      - 5,427,297.546   359,211.487   MT  0.99984350   -1 27 07.5
 TM0978
 TM0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0978!SPC MT       -   0.99977947  x   0.99998929  =   0.99976876
 TM0978!UTM  12      -   0.99977947  x   0.99984350  =   0.99962301
 TM0978
 TM0978:                Primary Azimuth Mark                     Grid Az
 TM0978:SPC MT       -  NEW                                      215 15 19.5
 TM0978:UTM  12      -  NEW                                      214 12 09.6
 TM0978
 TM0978|---------------------------------------------------------------------|
 TM0978| PID    Reference Object                     Distance      Geod. Az  |
 TM0978|                                                           dddmmss.s |
 TM0978| TM0994 NEW                                 APPROX. 3.1 KM 2124502.1 |
 TM0978|---------------------------------------------------------------------|
 TM0978
 TM0978                          SUPERSEDED SURVEY CONTROL
 TM0978
 TM0978  NAD 83(1986)-  48 58 57.10509(N)    112 55 27.21974(W) AD(       ) 3
 TM0978
 TM0978.Superseded values are not recommended for survey control.
 TM0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0978.See file dsdata.txt to determine how the superseded data were derived.
 TM0978
 TM0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV5921127298(NAD 83)
 TM0978_MARKER: DD = SURVEY DISK
 TM0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TM0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0978+STABILITY: SURFACE MOTION
 TM0978
 TM0978  HISTORY     - Date     Condition        Report By
 TM0978  HISTORY     - 1910     MONUMENTED       IBC
 TM0978
 TM0978                          STATION DESCRIPTION
 TM0978
 TM0978'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TM0978'IN THE BLACKFEET INDIAN RESERVATION, IN NE 1/4 SECTION 9, TOWNSHIP
 TM0978'37 N, RANGE 10 W, PRINCIPAL MERIDIAN.  THE STATION IS ON A LOW HILL
 TM0978'ABOUT 1 MILE SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 304 AND NEARLY
 TM0978'3-1/2 MILES EAST OF THE NORTH FORK OF MILK RIVER.  AT THE STATION
 TM0978'THE HILL DROPS OFF TO THE NORTH, TO THE WEST AND SOUTH IT IS NEARLY
 TM0978'LEVEL.
 TM0978'
 TM0978'STATION MARK--A CAIRN OVER A BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0494 ***********************************************************************
 ST0494  DESIGNATION -  GARD
 ST0494  PID         -  ST0494
 ST0494  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0494  USGS QUAD   -  HENRY CREEK (1980)
 ST0494
 ST0494                         *CURRENT SURVEY CONTROL
 ST0494  ___________________________________________________________________
 ST0494* NAD 83(1992)-  47 22 19.64923(N)    112 04 25.12619(W)     ADJUSTED  
 ST0494* NAVD 88     -      1501.1    (meters)    4925.     (feet)  VERTCON   
 ST0494  ___________________________________________________________________
 ST0494  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 ST0494  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 ST0494
 ST0494  HORZ ORDER  -  FIRST
 ST0494
 ST0494.The horizontal coordinates were established by classical geodetic methods
 ST0494.and adjusted by the National Geodetic Survey in July 1992..
 ST0494
 ST0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0494
 ST0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0494
 ST0494.The geoid height was determined by GEOID03.
 ST0494
 ST0494;                    North         East     Units Scale Factor Converg.
 ST0494;SPC MT       -   350,114.608   405,771.158   MT  0.99941229   -1 52 57.5
 ST0494;SPC MT       - 1,148,669.97  1,331,270.20   iFT  0.99941229   -1 52 57.5
 ST0494;UTM  12      - 5,247,077.139   418,944.273   MT  0.99968074   -0 47 24.0
 ST0494
 ST0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0494!SPC MT       -   0.99976695  x   0.99941229  =   0.99917938
 ST0494!UTM  12      -   0.99976695  x   0.99968074  =   0.99944777
 ST0494
 ST0494|---------------------------------------------------------------------|
 ST0494| PID    Reference Object                     Distance      Geod. Az  |
 ST0494|                                                           dddmmss.s |
 ST0494| AI2073 GARD RM 1                             6.868 METERS 14528     |
 ST0494| ST0634 GARDIPEE                            325.358 METERS 16249     |
 ST0494| ST0493 MOUNTAIN STS TEL MICROWAVE MST      289.654 METERS 20517     |
 ST0494| AI2074 GARD RM 2                            11.810 METERS 29534     |
 ST0494|---------------------------------------------------------------------|
 ST0494
 ST0494                          SUPERSEDED SURVEY CONTROL
 ST0494
 ST0494  NAD 83(1986)-  47 22 19.65385(N)    112 04 25.10875(W) AD(       ) 1
 ST0494  NAD 27      -  47 22 19.83660(N)    112 04 22.08900(W) AD(       ) 1
 ST0494  NGVD 29 (07/19/86) 1500.1    (m)         4922.     (f) VERT ANG       
 ST0494
 ST0494.Superseded values are not recommended for survey control.
 ST0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0494.See file dsdata.txt to determine how the superseded data were derived.
 ST0494
 ST0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1894447077(NAD 83)
 ST0494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0494_SETTING: 66 = SET IN ROCK OUTCROP
 ST0494
 ST0494  HISTORY     - Date     Condition        Report By
 ST0494  HISTORY     - 1961     MONUMENTED       CGS
 ST0494  HISTORY     - 1968     GOOD             CGS
 ST0494
 ST0494                          STATION DESCRIPTION
 ST0494
 ST0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0494'THE STATION IS ABOUT 7 MILES NORTHEAST OF BOWMANS CORNER, 11
 ST0494'MILES SOUTHWEST OF SIMMS, 1-1/2 MILES WEST AND ABOUT 400 FEET
 ST0494'HIGHER THAN THE MAIN GRAVELED ROAD, NEAR THE CENTER OF A SHARP
 ST0494'AND ROCKY RIDGE THAT EXTENDS NORTH AND SOUTH AND ON LAND OWNED
 ST0494'BY MR. GARDIPEE.
 ST0494'
 ST0494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20
 ST0494'AND 21 AT THE WEST EDGE OF SIMMS, GO SOUTHWESTERLY ON HIGHWAY
 ST0494'20 FOR 7.45 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE ON
 ST0494'THE HIGHWAY FOR 2.35 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 ST0494'RIGHT AND GO NORTHWESTERLY FOR 1.75 MILES TO A SIDE ROAD,
 ST0494'A GATE AND THE MICRO-WAVE STATION ON THE RIGHT.  TURN RIGHT,
 ST0494'PASS THROUGH THE GATE AND FOLLOW GRAVELED ROAD EASTERLY FOR
 ST0494'0.75 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 ST0494'NORTHEASTERLY UP A STEEP SLOPE TO A SADDLE, (THE AZIMUTH MARK
 ST0494'IS ABOUT 200 YARDS SOUTH OF THIS POINT) TURN LEFT AND PACK
 ST0494'NORTH FOR ABOUT 250 YARDS TO THE STATION.
 ST0494'
 ST0494'THE STATION MARK IS A STANDARD DISK STAMPED GARD 1961, CEMENTED
 ST0494'IN A DRILL HOLE IN A 2 BY 2-1/2 FOOT ROCK OUTCROP PROJECTING
 ST0494'10 INCHES.  IT IS ABOUT 300 YARDS NORTHEAST OF THE MICRO-WAVE
 ST0494'TOWER AND 5.4 FEET NORTHEAST OF A WITNESS POST.
 ST0494'
 ST0494'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GARD NO 1 1961,
 ST0494'CEMENTED IN A DRILL HOLE IN A ROCK LEDGE NEAR THE EAST EDGE
 ST0494'OF THE RIDGE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 ST0494'
 ST0494'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GARD NO 2 1961,
 ST0494'CEMENTED IN A DRILL HOLE AT THE SOUTH EDGE OF AN 8 BY 10 FOOT
 ST0494'ROCK OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 3
 ST0494'FEET LOWER THAN THE STATION.
 ST0494'
 ST0494'THE AZIMUTH MARK IS A UNITED STATES FOREST SERVICE DISK CEMENTED
 ST0494'IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP PROJECTING 4
 ST0494'INCHES.  THE DISK IS STAMPED GARDIPEE 1938.  IT IS ABOUT 100
 ST0494'YARDS NORTH OF THE SOUTH END OF THE RIDGE, 1 FOOT WEST OF A
 ST0494'CAIRN AND 1 FOOT EAST OF A CAIRN.
 ST0494
 ST0494                          STATION RECOVERY (1968)
 ST0494
 ST0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 ST0494'THE STATION MARK AND RM NO. 1 WERE RECOVERED AS DESCRIBED.  RM
 ST0494'NO. 2 WAS DISCOVERED TO BE ABOUT 6 FEET LOWER THAN THE STATION MARK,
 ST0494'AND THE TWO CAIRNS USED TO REFERENCE THE AZIMUTH MARK WERE GONE.
 ST0494'THE DISTANCE AND ANGLES TO THE RMS WAS FOUND TO BE THE SAME.  THE
 ST0494'DISTANCE BETWEEN THE RMS WAS MEASURED.  THERE WAS NOTHING TO
 ST0494'REFERENCE ANY MARKS TO.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 ST0494'
 ST0494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 200 AND 21
 ST0494'AT THE WEST EDGE OF SIMMS, PROCEED SOUTHWESTERLY ON HIGHWAY 200
 ST0494'FOR 10.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 ST0494'NORTHWESTERLY FOR 1.8 MILES TO A SIDE ROAD RIGHT, A LOCKED GATE, AND
 ST0494'A MICROWAVE TOWER.  TURN RIGHT, PASSING THRU THE GATE, AND GO
 ST0494'0.75 MILES TO THE TOWER.  FROM HERE ON A 4 WHEEL DRIVE VEHICLE
 ST0494'WILL BE REQUIRED.  DRIVE AROUND THE SOUTH SIDE OF THE TOWER
 ST0494'AND TURN LEFT, EAST, UP THE GRADUAL HILL.  TRAVEL TOWARDS THE BASE
 ST0494'OF THE ROAD WHICH IS CUT INTO THE SIDE OF THE HILL AND RUNS UP THE
 ST0494'HILL IN A NORTH AND THEN EASTERLY DIRECTION.  FOLLOW THIS
 ST0494'ROAD TO THE SADDLE AT THE TOP.  THE AZIMUTH MARK IS ON THE TOP
 ST0494'OF THE FIRST HIGH POINT SOUTH OF THE SADDLE, ABOUT 200 YARDS AWAY.
 ST0494'THE STATION IS ON THE TOP OF THE FIRST HIGH POINT NORTH OF THE
 ST0494'SADDLE, ABOUT 250 YARDS AWAY.  BOTH MARKS MAY BE DRIVEN TOWARDS,
 ST0494'BUT NOT QUITE ALL THE WAY.
 ST0494'
 ST0494'RM NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK ON
 ST0494'THE EAST EDGE OF THE RIDGE, AND IS STAMPED GARD NO. 1 1961.  IT IS
 ST0494'ABOUT 1 FOOT LOWER THAN THE STATION MARK AND IS IN THE FURTHEST
 ST0494'ROCK SOUTH WHICH IS AT THE SAME GENERAL ELEVATION AS THE STATION
 ST0494'MARK.
 ST0494'
 ST0494'RM NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK
 ST0494'OUTCROP WHICH MEASURES ABOUT 8 FEET BY 10 FEET.  THE MARK IS STAMPED
 ST0494'GARD NO. 2 1961.  THIS OUTCROP IS NORTHWEST OF THE STATION MARK AND
 ST0494'IS FLUSH WITH THE GROUND, ABOUT 6 FEET LOWER THAN THE STATION
 ST0494'MARK.
 ST0494'
 ST0494'THE AZIMUTH MARK IS A UNITED STATES FOREST SERVICE DISK CEMENTED IN
 ST0494'A DRILL HOLE IN A 1 FOOT BY 2 FOOT ROCK OUTCROP WHICH IS FLUSH
 ST0494'WITH THE GROUND.  IT IS STAMPED GARDIPEE 1938 AND IS ABOUT 450
 ST0494'YARDS SOUTH OF THE STATION MARK.  IT IS ON THE TOP OF THE FIRST
 ST0494'HIGHEST POINT SOUTH OF THE STATION.  THIS POINT IS ABOUT 100
 ST0494'YARDS NORTH OF THE SOUTH END OF THE RIDGE.
 ST0494'
 ST0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NE OF
 ST0494'BOWMANS CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0120 ***********************************************************************
 TJ0120  DESIGNATION -  GARDEN
 TJ0120  PID         -  TJ0120
 TJ0120  STATE/COUNTY-  MT/VALLEY
 TJ0120  USGS QUAD   -  FORT PECK (1972)
 TJ0120
 TJ0120                         *CURRENT SURVEY CONTROL
 TJ0120  ___________________________________________________________________
 TJ0120* NAD 83(1986)-  48 00 55.     (N)    106 26 11.     (W)     SCALED    
 TJ0120* NAVD 88     -       625.070  (meters)    2050.75   (feet)  ADJUSTED  
 TJ0120  ___________________________________________________________________
 TJ0120  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TJ0120  DYNAMIC HT  -         625.122 (meters)    2050.92  (feet)  COMP
 TJ0120  MODELED GRAV-     980,675.3   (mgal)                       NAVD 88
 TJ0120
 TJ0120  VERT ORDER  -  FIRST     CLASS II
 TJ0120
 TJ0120.The horizontal coordinates were scaled from a topographic map and have
 TJ0120.an estimated accuracy of +/- 6 seconds.
 TJ0120
 TJ0120.The orthometric height was determined by differential leveling
 TJ0120.and adjusted by the National Geodetic Survey in June 1991..
 TJ0120
 TJ0120.The geoid height was determined by GEOID03.
 TJ0120
 TJ0120.The dynamic height is computed by dividing the NAVD 88
 TJ0120.geopotential number by the normal gravity value computed on the
 TJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0120.degrees latitude (g = 980.6199 gals.).
 TJ0120
 TJ0120.The modeled gravity was interpolated from observed gravity values.
 TJ0120
 TJ0120;                    North         East    Units  Estimated Accuracy
 TJ0120;SPC MT       -   422,860.      828,390.      MT  (+/- 180 meters Scaled)
 TJ0120
 TJ0120                          SUPERSEDED SURVEY CONTROL
 TJ0120
 TJ0120  NGVD 29 (??/??/92)  624.438  (m)         2048.68   (f) ADJ UNCH    1 2
 TJ0120
 TJ0120.Superseded values are not recommended for survey control.
 TJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0120.See file dsdata.txt to determine how the superseded data were derived.
 TJ0120
 TJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP928189(NAD 83)
 TJ0120_MARKER: DD = SURVEY DISK
 TJ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0120_STAMPING: GARDEN
 TJ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0120+STABILITY: SURFACE MOTION
 TJ0120
 TJ0120  HISTORY     - Date     Condition        Report By
 TJ0120  HISTORY     - UNK      MONUMENTED       DOD
 TJ0120  HISTORY     - 1948     GOOD             NGS
 TJ0120  HISTORY     - 1972     MARK NOT FOUND   USGS
 TJ0120
 TJ0120                          STATION DESCRIPTION
 TJ0120
 TJ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0120'0.75 MI N FROM FORT PECK.
 TJ0120'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE FILTRATION PLANT AT FORT
 TJ0120'PECK, THENCE 0.3 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.15 MILE
 TJ0120'EAST ALONG A DIRT ROAD, 84.4 FEET SOUTHWEST OF THEMOST EASTERLY POLE
 TJ0120'IN AN EAST-WEST ROW OF POWER POLES, 25.0 FEET SOUTH OF THE CENTER LINE
 TJ0120'OF THE ROAD, 1.9 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF
 TJ0120'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 TJ0120
 TJ0120                          STATION RECOVERY (1972)
 TJ0120
 TJ0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0563 ***********************************************************************
 RW0563  DESIGNATION -  GARDEN
 RW0563  PID         -  RW0563
 RW0563  STATE/COUNTY-  MT/GALLATIN
 RW0563  USGS QUAD   -  ROY GULCH (1986)
 RW0563
 RW0563                         *CURRENT SURVEY CONTROL
 RW0563  ___________________________________________________________________
 RW0563* NAD 83(1992)-  46 02 15.45517(N)    111 15 48.25030(W)     ADJUSTED  
 RW0563* NAVD 88     -      2175.2    (meters)    7136.     (feet)  VERTCON   
 RW0563  ___________________________________________________________________
 RW0563  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 RW0563  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 RW0563
 RW0563  HORZ ORDER  -  THIRD
 RW0563
 RW0563.The horizontal coordinates were established by classical geodetic methods
 RW0563.and adjusted by the National Geodetic Survey in July 1992..
 RW0563
 RW0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0563
 RW0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0563
 RW0563.The geoid height was determined by GEOID03.
 RW0563
 RW0563;                    North         East     Units Scale Factor Converg.
 RW0563;SPC MT       -   200,194.207   463,568.479   MT  0.99953603   -1 17 23.8
 RW0563;SPC MT       -   656,805.14  1,520,893.96   iFT  0.99953603   -1 17 23.8
 RW0563;UTM  12      - 5,098,261.784   479,617.939   MT  0.99960511   -0 11 22.5
 RW0563
 RW0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0563!SPC MT       -   0.99966094  x   0.99953603  =   0.99919713
 RW0563!UTM  12      -   0.99966094  x   0.99960511  =   0.99926618
 RW0563
 RW0563                          SUPERSEDED SURVEY CONTROL
 RW0563
 RW0563  NAD 83(1986)-  46 02 15.44648(N)    111 15 48.23632(W) AD(       ) 3
 RW0563  NGVD 29 (06/12/92) 2174.1    (m)         7133.     (f) VERT ANG       
 RW0563
 RW0563.Superseded values are not recommended for survey control.
 RW0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0563.See file dsdata.txt to determine how the superseded data were derived.
 RW0563
 RW0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR7961898262(NAD 83)
 RW0563_MARKER: DD = SURVEY DISK
 RW0563_SETTING: 66 = SET IN ROCK OUTCROP
 RW0563_SP_SET: SET IN ROCK OUTCROP
 RW0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0563+STABILITY: POSITION/ELEVATION WELL
 RW0563
 RW0563  HISTORY     - Date     Condition        Report By
 RW0563  HISTORY     - 1948     MONUMENTED       USGS
 RW0563
 RW0563                          STATION DESCRIPTION
 RW0563
 RW0563'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0563'STATION IS LOCATED ON HIGHEST POINT OF PROMINENT PEAK 12.0 MI. N. AND
 RW0563'3.5 MI. E. OF TOWN OF MANHATTAN, 8.0 MI. W. OF BLACKTAIL MOUNTAIN, IN
 RW0563'SW. 1/4 SEC. 5, T 3 N, R 4 E.
 RW0563'
 RW0563'TO REACH STATION FROM TOWN OF BELGRADE, PROCEED N. FROM JUNCTION OF
 RW0563'U.S. HIGHWAY 10 AND BROADWAY ALONG BROADWAY AND GRAVEL RD. FOR 8.5 MI.
 RW0563'TO T-RD. AT SERVICE STATION, TURN RIGHT AND CONTINUE N. 7.5 MI. TO RD.
 RW0563'INTERSECTION, TURN LEFT AND GO 0.1 MI. TO RAILROAD CROSSING, AT MENAD,
 RW0563'THENCE CONTINUE W. FOR 4.9 MI. TO SIDE RD. AT CURVE, GO W. THROUGH
 RW0563'GATE AND CONTINUE ON FIELD RD. FOR 1.4 MI. TO T-RD., TURN RIGHT AND
 RW0563'GO N. FOR 1.2 MI. TO Y-RD., TAKE RIGHT FORK AND GO 2.5 MI. TO STOCK
 RW0563'POND, CONTINUE 0.4 MI. ALONG RD., THENCE TURN RIGHT OFF RD. AND GO
 RW0563'N. ACROSS COUNTRY TO TOP OF HILL AND STATION SITE.
 RW0563'
 RW0563'STATION MARK--STANDARD TABLET STAMPED---GARDEN 1948---, SET IN TOP
 RW0563'OF ROCK OUTCROP.
 RW0563'
 RW0563'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK OUTCROP
 RW0563'40.90 FT. FROM STATION, N 75 DEG 19 MIN E.
 RW0563'
 RW0563'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK OUTCROP
 RW0563'50.50 FT. FROM STATION, S 45 DEG 22 MIN W.
 RW0563'
 RW0563'NOTE--THE FAIRCHILD STATION --634-- LOCATED ON SAME HILL AS THIS
 RW0563'STATION AND IS 381.30 FT. FROM STATION, N 81 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0702 ***********************************************************************
 QX0702  DESIGNATION -  GARDINER
 QX0702  PID         -  QX0702
 QX0702  STATE/COUNTY-  MT/PARK
 QX0702  USGS QUAD   -  GARDINER (1986)
 QX0702
 QX0702                         *CURRENT SURVEY CONTROL
 QX0702  ___________________________________________________________________
 QX0702* NAD 83(1992)-  45 02 39.73919(N)    110 42 51.93435(W)     ADJUSTED  
 QX0702* NAVD 88     -      1879.0    (meters)    6165.     (feet)  VERTCON   
 QX0702  ___________________________________________________________________
 QX0702  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 QX0702  GEOID HEIGHT-          -8.67  (meters)                     GEOID03
 QX0702
 QX0702  HORZ ORDER  -  THIRD
 QX0702
 QX0702.The horizontal coordinates were established by classical geodetic methods
 QX0702.and adjusted by the National Geodetic Survey in July 1992..
 QX0702
 QX0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0702
 QX0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0702
 QX0702.The geoid height was determined by GEOID03.
 QX0702
 QX0702;                    North         East     Units Scale Factor Converg.
 QX0702;SPC MT       -    89,037.186   504,326.626   MT  0.99997366   -0 53 18.1
 QX0702;SPC MT       -   292,116.75  1,654,614.91   iFT  0.99997366   -0 53 18.1
 QX0702;UTM  12      - 4,987,919.248   522,490.204   MT  0.99960622   +0 12 07.5
 QX0702
 QX0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0702!SPC MT       -   0.99970685  x   0.99997366  =   0.99968051
 QX0702!UTM  12      -   0.99970685  x   0.99960622  =   0.99931318
 QX0702
 QX0702:                Primary Azimuth Mark                     Grid Az
 QX0702:SPC MT       -  F MAMMOTH                                174 30 20.6
 QX0702:UTM  12      -  F MAMMOTH                                173 24 55.0
 QX0702
 QX0702|---------------------------------------------------------------------|
 QX0702| PID    Reference Object                     Distance      Geod. Az  |
 QX0702|                                                           dddmmss.s |
 QX0702| PY1258 F MAMMOTH                           APPROX. 7.0 KM 1733702.5 |
 QX0702|---------------------------------------------------------------------|
 QX0702
 QX0702                          SUPERSEDED SURVEY CONTROL
 QX0702
 QX0702  NAD 83(1986)-  45 02 39.72960(N)    110 42 51.92363(W) AD(       ) 3
 QX0702  NAD 27      -  45 02 39.96367(N)    110 42 49.16201(W) AD(       ) 3
 QX0702  NGVD 29 (07/19/86) 1877.8    (m)         6161.     (f) VERT ANG       
 QX0702
 QX0702.Superseded values are not recommended for survey control.
 QX0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0702.See file dsdata.txt to determine how the superseded data were derived.
 QX0702
 QX0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2249087919(NAD 83)
 QX0702_MARKER: DD = SURVEY DISK
 QX0702_SETTING: 66 = SET IN ROCK OUTCROP
 QX0702_SP_SET: SET IN ROCK OUTCROP
 QX0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0702+STABILITY: POSITION/ELEVATION WELL
 QX0702
 QX0702  HISTORY     - Date     Condition        Report By
 QX0702  HISTORY     - 1951     MONUMENTED       USGS
 QX0702
 QX0702                          STATION DESCRIPTION
 QX0702
 QX0702'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0702'STATION LOCATED 1.6 MI. (AIRLINE) NW. OF GARDINER, MONTANA, AT THE
 QX0702'SITE OF THE OLD TRAVERTINE MINES, IN A SPARSELY TIMBERED AREA 5300 FT.
 QX0702'NE. OF THE YELLOWSTONE RIVER IN SEC. 14, R 8 E, T 9 S.
 QX0702'
 QX0702'TO REACH FROM YELLOWSTONE RIVER BRIDGE CROSSING IN GARDINER GO N.
 QX0702'ON U.S. HIGHWAY 89 0.1 MI. TO COUNTY RD. (RD. TO JARDINE, MONTANA),
 QX0702'TURN RIGHT (E.) ON COUNTY RD. 0.9 MI. TO SWITCHBACK AND RD. JUNCTION,
 QX0702'THENCE LEFT (NORTHERLY) 1.0 MI. TO RD. JUNCTION, THENCE ON RIGHT FORK
 QX0702'AT SWITCHBACK (IN A NORTHEASTERLY DIRECTION) 0.15 MI. TO RD. FORK,
 QX0702'THENCE ON LEFT (FAINT FORK) 0.1 MI. AND END OF TRUCK TRAVEL.  CONTINUE
 QX0702'W. TO TOP OF RIDGE, THENCE NW. ALONG TOP OF RIDGE FOR ABOUT 10 MINUTES
 QX0702'AND STATION MARK.
 QX0702'
 QX0702'STATION MARK--STANDARD TABLET, CEMENTED IN LARGE ROCK OUTCROP, AND
 QX0702'STAMPED ---F-GARDINER 1951---.
 QX0702'
 QX0702'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0634 ***********************************************************************
 ST0634  DESIGNATION -  GARDIPEE
 ST0634  PID         -  ST0634
 ST0634  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0634  USGS QUAD   -  HENRY CREEK (1980)
 ST0634
 ST0634                         *CURRENT SURVEY CONTROL
 ST0634  ___________________________________________________________________
 ST0634* NAD 83(1992)-  47 22 09.58426(N)    112 04 20.54445(W)     ADJUSTED  
 ST0634* NAVD 88     -      1504.3    (meters)    4935.     (feet)  VERTCON   
 ST0634  ___________________________________________________________________
 ST0634  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 ST0634  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 ST0634
 ST0634  HORZ ORDER  -  THIRD
 ST0634
 ST0634.The horizontal coordinates were established by classical geodetic methods
 ST0634.and adjusted by the National Geodetic Survey in July 1992..
 ST0634
 ST0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0634
 ST0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0634
 ST0634.The geoid height was determined by GEOID03.
 ST0634
 ST0634;                    North         East     Units Scale Factor Converg.
 ST0634;SPC MT       -   349,800.968   405,856.971   MT  0.99941199   -1 52 54.1
 ST0634;SPC MT       - 1,147,640.97  1,331,551.74   iFT  0.99941199   -1 52 54.1
 ST0634;UTM  12      - 5,246,765.109   419,036.077   MT  0.99968056   -0 47 20.5
 ST0634
 ST0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0634!SPC MT       -   0.99976645  x   0.99941199  =   0.99917858
 ST0634!UTM  12      -   0.99976645  x   0.99968056  =   0.99944709
 ST0634
 ST0634                          SUPERSEDED SURVEY CONTROL
 ST0634
 ST0634  NAD 83(1986)-  47 22 09.58773(N)    112 04 20.52913(W) AD(       ) 3
 ST0634  NGVD 29 (05/18/92) 1503.3    (m)         4932.     (f) VERT ANG       
 ST0634
 ST0634.Superseded values are not recommended for survey control.
 ST0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0634.See file dsdata.txt to determine how the superseded data were derived.
 ST0634
 ST0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT1903646765(NAD 83)
 ST0634_MARKER: DS = TRIANGULATION STATION DISK
 ST0634_SETTING: 66 = SET IN ROCK OUTCROP
 ST0634_SP_SET: SET IN ROCK OUTCROP
 ST0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0634+STABILITY: POSITION/ELEVATION WELL
 ST0634
 ST0634  HISTORY     - Date     Condition        Report By
 ST0634  HISTORY     - 1938     MONUMENTED       USFS
 ST0634  HISTORY     - 1957     GOOD             USGS
 ST0634
 ST0634                          STATION DESCRIPTION
 ST0634
 ST0634'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 ST0634'LOCATED IN SEC. 26, T 19 N, R 4 W, 0.5 MI. SW. OF GARDIPEE RANCH ON
 ST0634'TOP OF RIDGE, SECOND ROCKY POINT FROM S. END OF RIDGE.
 ST0634'
 ST0634'RECOVERED BY USGS IN 1947 AND 1957.
 ST0634'
 ST0634'STATION MARK--STANDARD USFS BRONZE TABLET, STAMPED---GARDIPEE
 ST0634'1938---, CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0710 ***********************************************************************
 PZ0710  DESIGNATION -  GARFIELD
 PZ0710  PID         -  PZ0710
 PZ0710  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0710  USGS QUAD   -  LIMA PEAKS (1976)
 PZ0710
 PZ0710                         *CURRENT SURVEY CONTROL
 PZ0710  ___________________________________________________________________
 PZ0710* NAD 83(1992)-  44 31 13.36994(N)    112 37 15.52077(W)     ADJUSTED  
 PZ0710* NAVD 88     -      3342.4    (meters)   10966.     (feet)  VERTCON   
 PZ0710  ___________________________________________________________________
 PZ0710  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 PZ0710  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PZ0710
 PZ0710  HORZ ORDER  -  FIRST
 PZ0710
 PZ0710.The horizontal coordinates were established by classical geodetic methods
 PZ0710.and adjusted by the National Geodetic Survey in July 1992..
 PZ0710
 PZ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0710
 PZ0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0710
 PZ0710.The geoid height was determined by GEOID03.
 PZ0710
 PZ0710;                    North         East     Units Scale Factor Converg.
 PZ0710;SPC MT       -    35,001.698   351,862.366   MT  1.00032152   -2 16 58.8
 PZ0710;SPC MT       -   114,834.97  1,154,404.09   iFT  1.00032152   -2 16 58.8
 PZ0710;UTM  12      - 4,930,950.866   371,180.480   MT  0.99980407   -1 08 12.2
 PZ0710
 PZ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0710!SPC MT       -   0.99947778  x   1.00032152  =   0.99979913
 PZ0710!UTM  12      -   0.99947778  x   0.99980407  =   0.99928195
 PZ0710
 PZ0710:                Primary Azimuth Mark                     Grid Az
 PZ0710:SPC MT       -  AIRWAY BCN 26 2 MI E OF MONIDA           083 02 02.4
 PZ0710:UTM  12      -  AIRWAY BCN 26 2 MI E OF MONIDA           081 53 15.8
 PZ0710
 PZ0710|---------------------------------------------------------------------|
 PZ0710| PID    Reference Object                     Distance      Geod. Az  |
 PZ0710|                                                           dddmmss.s |
 PZ0710| PZ0637 AIRWAY BCN 26 2 MI E OF MONIDA      APPROX.26.8 KM 0804503.6 |
 PZ0710| PZ0669 POCATELLO BUTTE AWY BCN 23          APPROX.50.3 KM 1405152.0 |
 PZ0710| CN3578 GARFIELD RM 1                         7.529 METERS 17352     |
 PZ0710| CN3579 GARFIELD RM 2                        12.108 METERS 28911     |
 PZ0710| PZ0709 GARFIELD CAIRN                       12.602 METERS 34641     |
 PZ0710|---------------------------------------------------------------------|
 PZ0710
 PZ0710                          SUPERSEDED SURVEY CONTROL
 PZ0710
 PZ0710  NAD 83(1986)-  44 31 13.36660(N)    112 37 15.50705(W) AD(       ) 1
 PZ0710  NAD 27      -  44 31 13.68400(N)    112 37 12.49300(W) AD(       ) 1
 PZ0710  NGVD 29 (07/19/86) 3340.9    (m)        10961.     (f) VERT ANG       
 PZ0710
 PZ0710.Superseded values are not recommended for survey control.
 PZ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0710.See file dsdata.txt to determine how the superseded data were derived.
 PZ0710
 PZ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ7118030951(NAD 83)
 PZ0710_MARKER: DS = TRIANGULATION STATION DISK
 PZ0710_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0710
 PZ0710  HISTORY     - Date     Condition        Report By
 PZ0710  HISTORY     - 1922     MONUMENTED       CGS
 PZ0710  HISTORY     - 1956     GOOD             USGS
 PZ0710  HISTORY     - 1959     GOOD             CGS
 PZ0710  HISTORY     - 1965     GOOD             USGS
 PZ0710
 PZ0710                          STATION DESCRIPTION
 PZ0710
 PZ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 PZ0710'STATION IS ON THE HIGHEST AND MOST WESTERLY OF THREE ROUND-TOPPED
 PZ0710'PEAKS LOCALLY KNOWN AS THE LIMA PEAKS, ABOUT 15 MILES AIR LINE
 PZ0710'W 12 DEG S OF MONIDA, 3-1/2 MILES N OF THE IDAHO-MONTANA BOUNDARY
 PZ0710'LINE, 10 MILES S OF LIMA, AND 4 MILES NW OF AN OLD ABANDONED
 PZ0710'SAWMILL ON SAW MILL CREEK.  THE LIMA PEAKS ARE THE HIGHEST
 PZ0710'IN THE SURROUNDING COUNTRY.  TRUCKS CAN BE DRIVEN TO THE OLD
 PZ0710'SAWMILL SITE.
 PZ0710'
 PZ0710'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PZ0710'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PZ0710'
 PZ0710'TO REACH THE STATION LEAVE THE MONIDA-DILLON ROAD AT SNOWLINE,
 PZ0710'CROSSING THE RAILROAD ON THE S, AND FOLLOWING A SIDE ROAD TO
 PZ0710'A RANCH HEADQUARTERS CONSISTING OF ABOUT A DOZEN LOW BUILDINGS,
 PZ0710'ABOUT 300 METERS S OF THE RAILROAD.  FROM HERE A FAIR ROAD
 PZ0710'LEADS BETWEEN SEVERAL OF THE BUILDINGS, AND FOLLOWS SAW MILL
 PZ0710'CREEK A DISTANCE OF ABOUT 10 MILES TO THE OLD SAWMILL.  FROM
 PZ0710'HERE PACK ANIMALS CAN BE TAKEN TO WITHIN ABOUT 1/2 MILE OF THE
 PZ0710'STATION ON THE NE SIDE OF THE MOUNTAIN.  FROM THE SAWMILL GO
 PZ0710'NW TO SUMMIT OF THE FIRST RIDGE.  THE NEXT VALLEY IS HEAVILY
 PZ0710'WOODED.  A SHEEP TRAIL ENTERS THE TIMBER A SHORT DISTANCE
 PZ0710'BELOW THE HIGHEST POINT OF THE TIMBER ON THE N SIDE OF THE
 PZ0710'CONTINENTAL DIVIDE.  ENTER THE TIMBER HERE AND HOLD THE SAME
 PZ0710'APPROXIMATE LEVEL IN A GENERAL WESTERLY DIRECTION UNTIL A
 PZ0710'FLAT GRASSY SADDLE IS REACHED, ABOUT 280 DEG MAGNETIC AND 1-1/2
 PZ0710'MILES FROM THE PEAK.  FROM THIS POINT THE PEAK IS BEST
 PZ0710'REACHED BY KEEPING ALONG THE LEFT SIDE OF THE VALLEY.
 PZ0710'
 PZ0710'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.11 METERS.
 PZ0710
 PZ0710                          STATION RECOVERY (1956)
 PZ0710
 PZ0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0710'FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 PZ0710'
 PZ0710'NOTE--NEITHER R.M. IS MARKED, R.M. NO. 1 FITS IN AZIMUTH BUT NOT IN
 PZ0710'DISTANCE.  NEW DISTANCE IS 24.735 FT.  USGS CAIRN FITS IN AZIMUTH
 PZ0710'BUT NOT IN DISTANCE.  NEW DISTANCE IS 44.7 FT. TO CENTERLINE.
 PZ0710'(G.P. BY NGS)
 PZ0710'
 PZ0710'STATION MARK--STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 PZ0710'OUTCROPPING BEDROCK.
 PZ0710
 PZ0710                          STATION RECOVERY (1959)
 PZ0710
 PZ0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0710'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 PZ0710'AND FOUND IN GOOD CONDITION.  A SATISFACTORY CHECK WAS MADE FOR
 PZ0710'THE DIRECTIONS BETWEEN REFERENCE MARKS HOWEVER THE DISTANCES
 PZ0710'DO NOT CHECK.  A NEW TO REACH DESCRIPTION FOLLOWS.
 PZ0710'
 PZ0710'TO REACH THE STATION FROM LIMA GO WEST, THROUGH THE UNDERPASS
 PZ0710'OF THE NEW HIGHWAY, FOR 0.2 MILE, TURN RIGHT ALONG THE FRONTAGE
 PZ0710'ROAD FOR 0.6 MILE TO A GRAVELED SECTION LINE ROAD, TURN LEFT,
 PZ0710'WEST, FOR 1.6 MILES TO ITS INTERSECTION WITH THE LITTLE SHEEP
 PZ0710'CREEK ROAD AT A T INTERSECTION, TURN LEFT, SOUTH, ONTO LITTLE
 PZ0710'SHEEP CREEK ROAD FOLLOWING UP THE MAIN CANYON BOTTOM FOR 3.95
 PZ0710'MILES TO A CATTLE GUARD ON THE LEFT AND SIGNS M FK LITTLE SHEEP
 PZ0710'CR, E CR CAMPGROUND, TURN LEFT, SOUTHERLY, OVER THE CATTLE
 PZ0710'GUARD, FOR 0.45 MILE TO FORK AND SIGN E FORK LITTLE SHEEP CR,
 PZ0710'KEEP THE LEFT FORK, SOUTHERLY, FOR 0.95 MILE TO A FORK, KEEP
 PZ0710'THE LEFT FORK, CROSSING THE CREEK, FOR 0.4 MILE TO A FORK,
 PZ0710'KEEP THE RIGHT FORK FOR 0.4 MILE TO A CABIN, CORRALS AND A
 PZ0710'BEAVER POND, KEEP STRAIGHT AHEAD PASSING TO THE LEFT OF THE
 PZ0710'CABIN AND POND AND FOLLOW THE MAIN CANYON, SOUTHERLY, FOR
 PZ0710'0.65 MILE TO A LOG LOADING RAMP AND A STEEP TRACK ROAD
 PZ0710'IMMEDIATELY BEHIND THE LOADING RAMP, TURN RIGHT AROUND THE
 PZ0710'SOUTH SIDE OF THE LOADING RAMP AND TAKE THE STEEP ROAD UP HILL.
 PZ0710'FROM THE LOADING RAMP THE ROAD (DIM TRACKS) LEAD IN A
 PZ0710'GENERAL SOUTHERLY DIRECTION KEEPING TO THE OPEN SPACES AND
 PZ0710'TO THE NOSE OF THE VARIOUS RIDGES FOR 1.5 MILE TO THE
 PZ0710'END OF TRUCK TRAVEL AT THE BASE OF A RED COLORED ROCKY PEAK
 PZ0710'WITH A HEAVY STAND OF TIMBER ON ITS NORTHEAST SLOPE.  FROM
 PZ0710'HERE PACK SOUTHEAST AND SOUTH THROUGH THE HEAVY TIMBER TO A
 PZ0710'POINT JUST TO THE EAST AND SLIGHTLY BELOW THE RED COLORED
 PZ0710'PEAK, A BROAD SADDLE WILL BE VISIBLE TO THE SOUTH AND ALSO
 PZ0710'THE STATION PEAK, CONTINUE THROUGH THE BROAD SADDLE AND
 PZ0710'PICK THE BEST ROUTE UP THE STEEP ROCKY NORTHEAST SLOPE TO
 PZ0710'THE SUMMIT OF THE HIGHEST PEAK IN THE VICINITY AND THE
 PZ0710'STATION SITE 45 FEET SOUTH OF THE USGS CAIRN.
 PZ0710
 PZ0710                          STATION RECOVERY (1965)
 PZ0710
 PZ0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PZ0710'RECOVERED BY USGS IN 1956 AND REDESCRIBED AS FOLLOWS
 PZ0710'
 PZ0710'NOTE--NEITHER R.M. IS MARKED, R.M. NO. 1 FITS IN AZIMUTH BUT NOT IN
 PZ0710'DISTANCE.  NEW DISTANCE IS 24.735 FT.  USGS CAIRN FITS IN AZIMUTH BUT
 PZ0710'NOT IN DISTANCE.  NEW DISTANCE IS 44.7 FT. TO CENTERLINE.  (G.P. BY
 PZ0710'NGS)
 PZ0710'
 PZ0710'RECOVERED BY USGS IN 1965.
 PZ0710'
 PZ0710'STATION MARK--STANDARD USC AND GS DISK, STAMPED---GARFIELD 1922---,
 PZ0710'SET IN ROCK OUTCROP.
 PZ0710'
 PZ0710'REFERENCE MARK NO. 1--STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 PZ0710'OUTCROPPING BEDROCK, 24.735 FT. FROM STATION 06 DEGREES
 PZ0710'05 MINUTES NW.
 PZ0710'
 PZ0710'REFERENCE MARK NO. 2--STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 PZ0710'OUTCROPPING BEDROCK, 39.81 FT. FROM STATION 70 DEGREES
 PZ0710'46 MINUTES SE.
 PZ0710'
 PZ0710'GARFIELD (USGS) CAIRN IS 44.70 FT. FROM STATION 13 DEGREES
 PZ0710'05 MINUTES SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0294 ***********************************************************************
 QV0294  DESIGNATION -  GARFIELD
 QV0294  PID         -  QV0294
 QV0294  STATE/COUNTY-  MT/ROSEBUD
 QV0294  USGS QUAD   -  GARFIELD PEAK (1978)
 QV0294
 QV0294                         *CURRENT SURVEY CONTROL
 QV0294  ___________________________________________________________________
 QV0294* NAD 83(1992)-  45 41 04.62894(N)    106 26 12.29660(W)     ADJUSTED  
 QV0294* NAVD 88     -      1316.6    (meters)    4320.     (feet)  VERTCON   
 QV0294  ___________________________________________________________________
 QV0294  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 QV0294  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 QV0294
 QV0294  HORZ ORDER  -  SECOND
 QV0294
 QV0294.The horizontal coordinates were established by classical geodetic methods
 QV0294.and adjusted by the National Geodetic Survey in July 1992..
 QV0294
 QV0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0294
 QV0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0294
 QV0294.The geoid height was determined by GEOID03.
 QV0294
 QV0294;                    North         East     Units Scale Factor Converg.
 QV0294;SPC MT       -   164,102.201   838,491.671   MT  0.99965811   +2 14 26.8
 QV0294;SPC MT       -   538,393.05  2,750,956.93   iFT  0.99965811   +2 14 26.8
 QV0294;UTM  13      - 5,060,011.277   388,119.084   MT  0.99975389   -1 01 41.2
 QV0294
 QV0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0294!SPC MT       -   0.99979601  x   0.99965811  =   0.99945419
 QV0294!UTM  13      -   0.99979601  x   0.99975389  =   0.99954995
 QV0294
 QV0294|---------------------------------------------------------------------|
 QV0294| PID    Reference Object                     Distance      Geod. Az  |
 QV0294|                                                           dddmmss.s |
 QV0294| CQ6582 GARFIELD RM 1                         7.669 METERS 01239     |
 QV0294| CQ6583 GARFIELD RM 2                        14.300 METERS 27222     |
 QV0294| QV0304 EGAN                                APPROX.12.5 KM 3005650.2 |
 QV0294|---------------------------------------------------------------------|
 QV0294
 QV0294                          SUPERSEDED SURVEY CONTROL
 QV0294
 QV0294  NAD 83(1986)-  45 41 04.61282(N)    106 26 12.28557(W) AD(       ) 2
 QV0294  NAD 27      -  45 41 04.61545(N)    106 26 10.23925(W) AD(       ) 2
 QV0294  NGVD 29 (07/19/86) 1315.9    (m)         4317.     (f) VERT ANG       
 QV0294
 QV0294.Superseded values are not recommended for survey control.
 QV0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0294.See file dsdata.txt to determine how the superseded data were derived.
 QV0294
 QV0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL8811960011(NAD 83)
 QV0294_MARKER: DS = TRIANGULATION STATION DISK
 QV0294_SETTING: 80 = SET IN A BOULDER
 QV0294_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QV0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0294+STABILITY: SURFACE MOTION
 QV0294
 QV0294  HISTORY     - Date     Condition        Report By
 QV0294  HISTORY     - 1971     MONUMENTED       USGS
 QV0294
 QV0294                          STATION DESCRIPTION
 QV0294
 QV0294'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 QV0294'THE STATION IS LOCATED SOUTH 34 DEGREES EAST, ABOUT 17 MILES FROM
 QV0294'COLSTRIP, MONTANA, ON A HIGH PROMINENT HILL ON LAND OWNED BY THE
 QV0294'NORTHERN CHEYENNE INDIAN RESERVATION IN SECTION 4, TOWNSHIP 2
 QV0294'SOUTH, RANGE 43 EAST.
 QV0294'
 QV0294'THE STATION WAS REACHED BY HELICOPTER IN 1971.
 QV0294'
 QV0294'THE STATION MARK IS A USGS BRONZE TABLET CEMENTED IN A RED
 QV0294'SANDSTONE ROCK 0.2 FEET ABOVE GROUND, STAMPED GARFIELD 1957 ET 1971.
 QV0294'
 QV0294'REFERENCE MARK NO. 1--A USGS BRASS TABLET SOLDERED TO A COPPER
 QV0294'COATED STEEL ROD DRIVEN 5 FEET, CENTERED IN A GRAVEL FILLED
 QV0294'PLASTIC TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH
 QV0294'WITH THE GROUND, STAMPED GARFIELD 1957 ET 1971 RM 1.
 QV0294'
 QV0294'REFERENCE MARK NO. 2--A USGS BRASS TABLET SOLDERED TO A COPPER
 QV0294'COATED STEEL ROD DRIVEN 5 FEET, CENTERED IN A GRAVEL FILLED PLASTIC
 QV0294'TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE
 QV0294'GROUND, STAMPED GARFIELD 1957 ET 1971 RM 2.
 QV0294'
 QV0294'STATION EGAN ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 QV0294'AND WILL SERVE AS THE AZIMUTH MARK.
 QV0294'
 QV0294'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0552 ***********************************************************************
 SQ0552  DESIGNATION -  GARFIELD
 SQ0552  PID         -  SQ0552
 SQ0552  STATE/COUNTY-  MT/GARFIELD
 SQ0552  USGS QUAD   -  LELIG COULEE (1967)
 SQ0552
 SQ0552                         *CURRENT SURVEY CONTROL
 SQ0552  ___________________________________________________________________
 SQ0552* NAD 83(1992)-  47 12 55.54985(N)    107 51 58.66258(W)     ADJUSTED  
 SQ0552* NAVD 88     -       926.1    (meters)    3038.     (feet)  VERTCON   
 SQ0552  ___________________________________________________________________
 SQ0552  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 SQ0552  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 SQ0552
 SQ0552  HORZ ORDER  -  SECOND
 SQ0552
 SQ0552.The horizontal coordinates were established by classical geodetic methods
 SQ0552.and adjusted by the National Geodetic Survey in July 1992..
 SQ0552
 SQ0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0552
 SQ0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0552
 SQ0552.The geoid height was determined by GEOID03.
 SQ0552
 SQ0552;                    North         East     Units Scale Factor Converg.
 SQ0552;SPC MT       -   330,802.736   723,669.379   MT  0.99939888   +1 11 42.2
 SQ0552;SPC MT       - 1,085,310.81  2,374,243.37   iFT  0.99939888   +1 11 42.2
 SQ0552;UTM  13      - 5,233,090.254   282,972.600   MT  1.00017890   -2 06 15.9
 SQ0552
 SQ0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0552!SPC MT       -   0.99985716  x   0.99939888  =   0.99925613
 SQ0552!UTM  13      -   0.99985716  x   1.00017890  =   1.00003604
 SQ0552
 SQ0552|---------------------------------------------------------------------|
 SQ0552| PID    Reference Object                     Distance      Geod. Az  |
 SQ0552|                                                           dddmmss.s |
 SQ0552| CQ6584 GARFIELD RM 1                        11.208 METERS 00834     |
 SQ0552| CQ6585 GARFIELD RM 2                        12.518 METERS 09618     |
 SQ0552| SQ0555 PETCO                               APPROX. 8.5 KM 2402301.2 |
 SQ0552|---------------------------------------------------------------------|
 SQ0552
 SQ0552                          SUPERSEDED SURVEY CONTROL
 SQ0552
 SQ0552  NAD 83(1986)-  47 12 55.54544(N)    107 51 58.64396(W) AD(       ) 2
 SQ0552  NAD 27      -  47 12 55.56437(N)    107 51 56.24524(W) AD(       ) 2
 SQ0552  NGVD 29 (07/19/86)  925.4    (m)         3036.     (f) VERT ANG       
 SQ0552
 SQ0552.Superseded values are not recommended for survey control.
 SQ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0552.See file dsdata.txt to determine how the superseded data were derived.
 SQ0552
 SQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN8297333090(NAD 83)
 SQ0552_MARKER: DD = SURVEY DISK
 SQ0552_SETTING: 0 = UNSPECIFIED SETTING
 SQ0552
 SQ0552  HISTORY     - Date     Condition        Report By
 SQ0552  HISTORY     - 1967     MONUMENTED       USGS
 SQ0552
 SQ0552                          STATION DESCRIPTION
 SQ0552
 SQ0552'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (GDF)
 SQ0552'LOCATED N. 3 DEG E. ABOUT 15 MI. (AIRLINE) FROM MOSBY,
 SQ0552'MONTANA.  N. 66 DEG W. ABOUT 19 MI. (AIRLINE) FROM SAND SPRINGS,
 SQ0552'MONTANA.  THE STATION IS LOCATED NEAR THE S. LINE CENTER OF
 SQ0552'SEC. 22, T.17N., R.30E.  ON THE W. AND HIGHEST OF TWO BUTTES.
 SQ0552'
 SQ0552'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A
 SQ0552'COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN A 6 IN. TILE
 SQ0552'12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH THE GROUND.  STAMPED
 SQ0552'GARFIELD E.T. 1967.
 SQ0552'
 SQ0552'REFERENCE MARK NO. 1--A STANDARD BRONZE USGS REF. MK. TABLET
 SQ0552'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED
 SQ0552'IN A 6 IN. TILE 12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH THE
 SQ0552'GROUND.  AND IS STAMPED GARFIELD E.T. 1967 NO. 1.
 SQ0552'
 SQ0552'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REF. MK. TABLET
 SQ0552'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED
 SQ0552'IN A 6 IN. TILE 12 IN. LONG FILLED WITH GRAVEL AND FLUSH WITH
 SQ0552'GROUND.  AND IS STAMPED GARFIELD E.T. 1967 NO. 2.
 SQ0552'
 SQ0552'THE DISTANCE BETWEEN REF. MK. 1 AND REF. MK. 2 IS 54.04
 SQ0552'FT. (16.471 METERS).
 SQ0552'
 SQ0552'DOVE E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 SQ0552'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0709 ***********************************************************************
 PZ0709  DESIGNATION -  GARFIELD CAIRN
 PZ0709  PID         -  PZ0709
 PZ0709  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0709  USGS QUAD   -  LIMA PEAKS (1976)
 PZ0709
 PZ0709                         *CURRENT SURVEY CONTROL
 PZ0709  ___________________________________________________________________
 PZ0709* NAD 83(1992)-  44 31 13.76722(N)    112 37 15.65219(W)     ADJUSTED  
 PZ0709* NAVD 88     -      3343.     (meters)   10968.     (feet)  SCALED    
 PZ0709  ___________________________________________________________________
 PZ0709  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 PZ0709  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PZ0709
 PZ0709  HORZ ORDER  -  SECOND
 PZ0709
 PZ0709.The horizontal coordinates were established by classical geodetic methods
 PZ0709.and adjusted by the National Geodetic Survey in July 1992..
 PZ0709
 PZ0709.The orthometric height was scaled from a topographic map.
 PZ0709
 PZ0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0709
 PZ0709.The geoid height was determined by GEOID03.
 PZ0709
 PZ0709;                    North         East     Units Scale Factor Converg.
 PZ0709;SPC MT       -    35,014.071   351,859.953   MT  1.00032144   -2 16 58.9
 PZ0709;SPC MT       -   114,875.56  1,154,396.17   iFT  1.00032144   -2 16 58.9
 PZ0709;SPC ID E     -   317,128.125   163,880.468   MT  0.99996341   -0 19 06.9
 PZ0709;UTM  12      - 4,930,963.181   371,177.822   MT  0.99980408   -1 08 12.3
 PZ0709
 PZ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0709!SPC MT       -   0.99947777  x   1.00032144  =   0.99979904
 PZ0709!SPC ID E     -   0.99947777  x   0.99996341  =   0.99944120
 PZ0709!UTM  12      -   0.99947777  x   0.99980408  =   0.99928195
 PZ0709
 PZ0709                          SUPERSEDED SURVEY CONTROL
 PZ0709
 PZ0709  NAD 83(1986)-  44 31 13.76388(N)    112 37 15.63847(W) AD(       ) 2
 PZ0709  NAD 27      -  44 31 14.08000(N)    112 37 12.62000(W) AD(       ) 2
 PZ0709
 PZ0709.Superseded values are not recommended for survey control.
 PZ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0709.See file dsdata.txt to determine how the superseded data were derived.
 PZ0709
 PZ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ7117830963(NAD 83)
 PZ0709_MARKER: 72 = CAIRN
 PZ0709
 PZ0709  HISTORY     - Date     Condition        Report By
 PZ0709  HISTORY     - UNK      FIRST OBSERVED   USGS
 PZ0709
 PZ0709                          STATION DESCRIPTION
 PZ0709
 PZ0709'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0499 ***********************************************************************
 RT0499  DESIGNATION -  GARLAND
 RT0499  PID         -  RT0499
 RT0499  STATE/COUNTY-  MT/CUSTER
 RT0499  USGS QUAD   -  GARLAND SCHOOL (1969)
 RT0499
 RT0499                         *CURRENT SURVEY CONTROL
 RT0499  ___________________________________________________________________
 RT0499* NAD 83(1992)-  46 03 36.51814(N)    105 54 02.95907(W)     ADJUSTED  
 RT0499* NAVD 88     -       826.75   (+/-2cm)    2712.4    (feet)  VERTCON   
 RT0499  ___________________________________________________________________
 RT0499  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 RT0499  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RT0499
 RT0499  HORZ ORDER  -  SECOND
 RT0499  VERT ORDER  -  THIRD ? (See Below)
 RT0499
 RT0499.The horizontal coordinates were established by classical geodetic methods
 RT0499.and adjusted by the National Geodetic Survey in July 1992..
 RT0499
 RT0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0499.The vertical order pertains to the NGVD 29 superseded value.
 RT0499
 RT0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0499
 RT0499.The geoid height was determined by GEOID03.
 RT0499
 RT0499;                    North         East     Units Scale Factor Converg.
 RT0499;SPC MT       -   207,554.682   878,272.982   MT  0.99952950   +2 37 58.1
 RT0499;SPC MT       -   680,953.68  2,881,473.04   iFT  0.99952950   +2 37 58.1
 RT0499;UTM  13      - 5,101,124.358   430,322.987   MT  0.99965968   -0 38 55.2
 RT0499
 RT0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0499!SPC MT       -   0.99987291  x   0.99952950  =   0.99940247
 RT0499!UTM  13      -   0.99987291  x   0.99965968  =   0.99953263
 RT0499
 RT0499|---------------------------------------------------------------------|
 RT0499| PID    Reference Object                     Distance      Geod. Az  |
 RT0499|                                                           dddmmss.s |
 RT0499| CQ7651 GARLAND RM 1                          6.958 METERS 03616     |
 RT0499| CQ7650 GARLAND AZ MK                                      0463333.2 |
 RT0499| CQ7652 GARLAND RM 2                          6.968 METERS 12337     |
 RT0499| RT0313 F 224                               233.639 METERS 22218     |
 RT0499|---------------------------------------------------------------------|
 RT0499
 RT0499                          SUPERSEDED SURVEY CONTROL
 RT0499
 RT0499  NAD 83(1986)-  46 03 36.49735(N)    105 54 02.93167(W) AD(       ) 2
 RT0499  NAD 27      -  46 03 36.49000(N)    105 54 00.93500(W) AD(       ) 2
 RT0499  NGVD 29 (07/19/86)  826.09   (m)         2710.3    (f) LEVELING    3  
 RT0499
 RT0499.Superseded values are not recommended for survey control.
 RT0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0499.See file dsdata.txt to determine how the superseded data were derived.
 RT0499
 RT0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM3032301124(NAD 83)
 RT0499_MARKER: DS = TRIANGULATION STATION DISK
 RT0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0499
 RT0499  HISTORY     - Date     Condition        Report By
 RT0499  HISTORY     - 1949     MONUMENTED       CGS
 RT0499
 RT0499                          STATION DESCRIPTION
 RT0499
 RT0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RT0499'THE STATOIN IS LOCATED ABOUT 24 MILES SOUTH OF MILES CITY,
 RT0499'1 MILES SOUTHEAST OF THE TONGUE RIVER, AND ON PROPERTY OF DON
 RT0499'L. PYLE.
 RT0499'
 RT0499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10, 12,
 RT0499'AND 212 IN THE EASTERN PART OF MILES CITY, GO SOUTHEAST ON
 RT0499'HIGHWAY 212 FOR 12.8 MILES TO THE TONGUE RIVER ROAD ON THE
 RT0499'RIGHT, TURN RIGHT, SOUTHWEST, AND FOLLOW THE TONGUE RIVER ROAD
 RT0499'FOR 11.1 MILES TO A BRIDGE OVER ASH CREEK, CONTINUE SOUTHWESTERLY
 RT0499'FOR 5.85 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 RT0499'SOUTHWESTERLY FOR 0.25 MILE TO A BRIDGE OVER A SMALL CREEK,
 RT0499'CONTINUE SOUTHWESTERLY FOR 0.45 MILES TO THE STATION ON THE
 RT0499'LEFT ON TOP OF A KNOLL.
 RT0499'
 RT0499'THE STATION MARK IS 224 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 RT0499'OF THE TONGUE RIVER ROAD, 158 FEET SOUTH OF A FENCE, AND 4
 RT0499'FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 RT0499'SET IN A CONCRETE POST, PROJECTING 5 INCHES, AND STAMPED
 RT0499'GARLAND 1949.
 RT0499'
 RT0499'REFERENCE MARK NO. 1 IS 160 FEET SOUTH OF THE FENCE.  THE
 RT0499'MARK IS A STANDARD DISK SET IN A CONCRETE POST, PROJECTING 4
 RT0499'INCHES, AND STAMPED GARLAND NO 1 1949.
 RT0499'
 RT0499'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE
 RT0499'POST, PROJECTING 4 INCHES, AND STAMPED GARLAND NO 2 1949.
 RT0499'
 RT0499'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHEAST OF THE
 RT0499'STATION, 30 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE TONGUE
 RT0499'RIVER ROAD, AND 4 FEET NORTH OF A WITNESS POST.  THE MARK IS A
 RT0499'STANDARD DISK SET IN A CONCRETE POST, PROJECTING 5 INCHES,
 RT0499'AND STAMPED GARLAND 1949.
 RT0499'
 RT0499'BENCH MARK F 224 WAS LOCATED BY A SECOND ORDER TRAVERSE.
 RT0499'THE MARK IS 42 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 RT0499'TONGUE RIVER ROAD AND 40 FEET NORTH OF A FENCE.  THE MARK IS
 RT0499'A STANDARD BENCH MARK DISK SET IN A CONCRETE POST, PROJECTING
 RT0499'3 INCHES, AND STAMPED F 224 1934.
 RT0499'
 RT0499'HANSEN 1934.  MOON, AND HADDOW ARE VISIBLE FROM THE GROUND AT
 RT0499'GARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0764 ***********************************************************************
 RV0764  DESIGNATION -  GARNEILL
 RV0764  PID         -  RV0764
 RV0764  STATE/COUNTY-  MT/FERGUS
 RV0764  USGS QUAD   -  MOORE SW (1995)
 RV0764
 RV0764                         *CURRENT SURVEY CONTROL
 RV0764  ___________________________________________________________________
 RV0764* NAD 83(1992)-  46 47 29.81046(N)    109 38 26.54817(W)     ADJUSTED  
 RV0764* NAVD 88     -      1818.7    (meters)    5967.     (feet)  VERTCON   
 RV0764  ___________________________________________________________________
 RV0764  LAPLACE CORR-           9.99  (seconds)                    DEFLEC99
 RV0764  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 RV0764
 RV0764  HORZ ORDER  -  SECOND
 RV0764
 RV0764.The horizontal coordinates were established by classical geodetic methods
 RV0764.and adjusted by the National Geodetic Survey in July 1992..
 RV0764
 RV0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0764
 RV0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0764
 RV0764.The geoid height was determined by GEOID03.
 RV0764
 RV0764;                    North         East     Units Scale Factor Converg.
 RV0764;SPC MT       -   282,435.043   589,263.240   MT  0.99940004   -0 06 10.5
 RV0764;SPC MT       -   926,624.16  1,933,278.35   iFT  0.99940004   -0 06 10.5
 RV0764;UTM  12      - 5,182,904.373   603,741.480   MT  0.99973228   +0 59 27.0
 RV0764
 RV0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0764!SPC MT       -   0.99971684  x   0.99940004  =   0.99911705
 RV0764!UTM  12      -   0.99971684  x   0.99973228  =   0.99944920
 RV0764
 RV0764|---------------------------------------------------------------------|
 RV0764| PID    Reference Object                     Distance      Geod. Az  |
 RV0764|                                                           dddmmss.s |
 RV0764| CQ6587 GARNEILL RM 1                        10.745 METERS 13517     |
 RV0764| CQ6586 GARNEILL AZ MK                                     2965201.7 |
 RV0764| CQ6588 GARNEILL RM 2                        10.377 METERS 30724     |
 RV0764|---------------------------------------------------------------------|
 RV0764
 RV0764                          SUPERSEDED SURVEY CONTROL
 RV0764
 RV0764  NAD 83(1986)-  46 47 29.80648(N)    109 38 26.52817(W) AD(       ) 2
 RV0764  NAD 27      -  46 47 29.96730(N)    109 38 23.87840(W) AD(       ) 2
 RV0764  NGVD 29 (07/19/86) 1817.7    (m)         5964.     (f) VERT ANG       
 RV0764
 RV0764.Superseded values are not recommended for survey control.
 RV0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0764.See file dsdata.txt to determine how the superseded data were derived.
 RV0764
 RV0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS0374182904(NAD 83)
 RV0764_MARKER: DS = TRIANGULATION STATION DISK
 RV0764_SETTING: 66 = SET IN ROCK OUTCROP
 RV0764
 RV0764  HISTORY     - Date     Condition        Report By
 RV0764  HISTORY     - 1961     MONUMENTED       CGS
 RV0764
 RV0764                          STATION DESCRIPTION
 RV0764
 RV0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RV0764'THE STATION IS LOCATED ABOUT 5.5 MILES EAST OF JUDITH GAP
 RV0764'AND 6.5 MILES NORTHEAST OF GARNEILL, ON THE WESTERN END OF
 RV0764'THE BIG SNOWY MOUNTAINS.  IT IS ON THE HIGHEST POINT OF A HILL
 RV0764'SEPARATED FROM THE MAIN MOUNTAIN BY A DEEP SADDLE, HEAVILY
 RV0764'WOODED ON THE NORTHERN, AND SPARSELY SO ON THE SOUTHERN SLOPES.
 RV0764'
 RV0764'TO REACH THE STATION FROM THE POST OFFICE IN GARNEILL, GO
 RV0764'NORTH ON STATE HIGHWAY 19 FOR 3.3 MILES TO A CROSSROAD, TURN
 RV0764'RIGHT AND GO EAST AS PER SIGN HAEGEN RANCH FOR 2.3 MILES
 RV0764'TO A ROAD RIGHT, TURN RIGHT AND GO SOUTH AND SOUTHEAST FOR 0.8
 RV0764'MILE TO THE HAEGEN RANCH HOUSE.  TURN LEFT JUST AFTER PASSING
 RV0764'THE HOUSE AND THEN RIGHT THROUGH A TRACK ROAD LEADING NORTH
 RV0764'ACROSS THE FIELD, TURN LEFT AND GO NORTH FOR 0.3 MILE, KEEPING
 RV0764'TO THE WEST OF THE FENCE, TO A GATE.  TURN RIGHT THROUGH
 RV0764'THE GATE AND FOLLOW THE TRACK ROAD EASTERLY UP THE HILL FOR
 RV0764'0.35 MILE TO A REVERSE Y FORK, CONTINUE EAST AND NORTHEAST
 RV0764'ON THE TRACK ROAD FOR 0.35 MILE TO A GATE IN AN EAST-WEST FENCE,
 RV0764'GO THROUGH THE GATE AND CONTINUE EASTERLY FOR 0.75 MILE TO
 RV0764'A GATE, GO THROUGH THE GATE AND CONTINUE EASTERLY AND
 RV0764'NORTH FOR 0.3 MILE TO A GATE, GO THROUGH THE GATE AND FOLLOW
 RV0764'THE TRACK ROAD UP THE HILL FOR 0.8 MILE TO THE AZIMUTH MARK
 RV0764'ON THE RIGHT.  CONTINUE SOUTHEASTERLY FOR 0.6 MILE TO THE
 RV0764'HIGHEST PART OF THE HILL AND THE STATION.
 RV0764'
 RV0764'THE STATION MARK IS A STANDARD DISK STAMPED GARNEILL 1961,
 RV0764'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.
 RV0764'
 RV0764'R.M. 1 IS A STANDARD DISK STAMPED GARNEILL NO 1 1961,
 RV0764'SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.
 RV0764'
 RV0764'R.M. 2 IS A STANDARD DISK STAMPED GARNEILL NO 2 1961, SET
 RV0764'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.
 RV0764'
 RV0764'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GARNEILL 1961,
 RV0764'SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 3.0 FEET
 RV0764'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0957 ***********************************************************************
 RX0957  DESIGNATION -  GARNET
 RX0957  PID         -  RX0957
 RX0957  STATE/COUNTY-  MT/POWELL
 RX0957  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0957
 RX0957                         *CURRENT SURVEY CONTROL
 RX0957  ___________________________________________________________________
 RX0957* NAD 83(1992)-  46 34 11.95018(N)    112 56 29.91669(W)     ADJUSTED  
 RX0957* NAVD 88     -      1495.2    (meters)    4906.     (feet)  VERTCON   
 RX0957  ___________________________________________________________________
 RX0957  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 RX0957  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 RX0957
 RX0957  HORZ ORDER  -  SECOND
 RX0957
 RX0957.The horizontal coordinates were established by classical geodetic methods
 RX0957.and adjusted by the National Geodetic Survey in July 1992..
 RX0957
 RX0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0957
 RX0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0957
 RX0957.The geoid height was determined by GEOID03.
 RX0957
 RX0957;                    North         East     Units Scale Factor Converg.
 RX0957;SPC MT       -   263,595.272   336,386.970   MT  0.99942229   -2 31 03.3
 RX0957;SPC MT       -   864,813.88  1,103,631.79   iFT  0.99942229   -2 31 03.3
 RX0957;UTM  12      - 5,159,211.279   351,206.822   MT  0.99987214   -1 24 37.1
 RX0957
 RX0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0957!SPC MT       -   0.99976775  x   0.99942229  =   0.99919018
 RX0957!UTM  12      -   0.99976775  x   0.99987214  =   0.99963992
 RX0957
 RX0957:                Primary Azimuth Mark                     Grid Az
 RX0957:SPC MT       -  GARNET AZ MK                             141 35 29.8
 RX0957:UTM  12      -  GARNET AZ MK                             140 29 03.6
 RX0957
 RX0957|---------------------------------------------------------------------|
 RX0957| PID    Reference Object                     Distance      Geod. Az  |
 RX0957|                                                           dddmmss.s |
 RX0957| CN3580 GARNET AZ MK                                       1390426.5 |
 RX0957| CN3581 GARNET RM 1                           7.041 METERS 16617     |
 RX0957| RX0975 AIRWAY BCN 44 A SW OF DRUMMOND      APPROX.26.7 KM 2900714.0 |
 RX0957| CN3582 GARNET RM 2                           5.999 METERS 29937     |
 RX0957|---------------------------------------------------------------------|
 RX0957
 RX0957                          SUPERSEDED SURVEY CONTROL
 RX0957
 RX0957  NAD 83(1986)-  46 34 11.95514(N)    112 56 29.91299(W) AD(       ) 2
 RX0957  NAD 27      -  46 34 12.20800(N)    112 56 26.72200(W) AD(       ) 2
 RX0957  NGVD 29 (05/15/92) 1494.1    (m)         4902.     (f) VERT ANG       
 RX0957
 RX0957.Superseded values are not recommended for survey control.
 RX0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0957.See file dsdata.txt to determine how the superseded data were derived.
 RX0957
 RX0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS5120759211(NAD 83)
 RX0957_MARKER: DS = TRIANGULATION STATION DISK
 RX0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0957
 RX0957  HISTORY     - Date     Condition        Report By
 RX0957  HISTORY     - 1956     MONUMENTED       CGS
 RX0957  HISTORY     - 1956     GOOD             USGS
 RX0957  HISTORY     - 1980     GOOD             BPA
 RX0957  HISTORY     - 19850918 GOOD             USGS
 RX0957  HISTORY     - 19850918 GOOD             USPSQD
 RX0957
 RX0957                          STATION DESCRIPTION
 RX0957
 RX0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0957'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF DRUMMOND,
 RX0957'1-1/2 MILES SOUTHWEST OF GOLD CREEK AND 1-1/2 MILES SOUTH
 RX0957'OF U.S. HIGHWAY 10.
 RX0957'
 RX0957'TO REACH THE STATION FROM THE POST OFFICE IN GOLD CREEK, GO
 RX0957'SOUTH ON THE MAIN GRAVELED ROAD FOR 1.25 MILE TO A DIAGONAL
 RX0957'POLE GATE ON THE RIGHT, TURN RIGHT, THROUGH THE GATE AND
 RX0957'GO WESTERLY FOR 0.35 MILE TO A GATE AND THE AZIMUTH MARK AS
 RX0957'DESCRIBED, CONTINUE ON TRACK ROAD FOR 0.7 MILE TO A DIM FORK,
 RX0957'TAKE THE RIGHT ROAD AND GO NORTH FOR 0.2 MILE TO THE TOP OF
 RX0957'THE RIDGE, TURN RIGHT AND GO EAST FOR 0.25 MILE TO THE END
 RX0957'OF THE RIDGE AND THE STATION.
 RX0957'
 RX0957'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 RX0957'GARNET 1956.
 RX0957'
 RX0957'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 RX0957'STAMPED GARNET NO 1 1956.
 RX0957'
 RX0957'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 RX0957'STAMPED GARNET NO 2 1956.
 RX0957'
 RX0957'THE AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF THE GATE,
 RX0957'2 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST AND 1 FOOT
 RX0957'WEST OF A FENCE.  THE MARK PROJECTS 8 INCHES, AND THE DISK
 RX0957'IS STAMPED GARNET 1956.
 RX0957
 RX0957                          STATION RECOVERY (1956)
 RX0957
 RX0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RX0957'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46112-4, STATION 1004.
 RX0957'
 RX0957'RECOVERED IN GOOD CONDITION BY USGS IN 1956 AS DESCRIBED.
 RX0957'
 RX0957'STATION MARK--DISK STAMPED---GARNET 1956---, PROJECTING 2 IN.
 RX0957
 RX0957                          STATION RECOVERY (1980)
 RX0957
 RX0957'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1980 (MM)
 RX0957'GARNET 1956 RECOVERED EXCELLENT.
 RX0957'
 RX0957'RM NO. 1, RM NO. 2 1956 RECOVERED EXCELLENT.
 RX0957'
 RX0957'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI NW OF GARRISON.
 RX0957
 RX0957                          STATION RECOVERY (1985)
 RX0957
 RX0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (WN)
 RX0957'RECOVERED IN GOOD CONDITION.
 RX0957
 RX0957                          STATION RECOVERY (1985)
 RX0957
 RX0957'RECOVERY NOTE BY US POWER SQUADRON 1985 (WN)
 RX0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0562 ***********************************************************************
 ST0562  DESIGNATION -  GARNET PEAK LOOKOUT
 ST0562  PID         -  ST0562
 ST0562  STATE/COUNTY-  MT/FLATHEAD
 ST0562  USGS QUAD   -  BIG SALMON LAKE WEST (1994)
 ST0562
 ST0562                         *CURRENT SURVEY CONTROL
 ST0562  ___________________________________________________________________
 ST0562* NAD 83(1992)-  47 36 47.74300(N)    113 26 52.70033(W)     ADJUSTED  
 ST0562* NAVD 88     -                                                        
 ST0562  ___________________________________________________________________
 ST0562  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 ST0562  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 ST0562
 ST0562  HORZ ORDER  -  THIRD
 ST0562
 ST0562.The horizontal coordinates were established by classical geodetic methods
 ST0562.and adjusted by the National Geodetic Survey in July 1992..
 ST0562
 ST0562
 ST0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0562
 ST0562.The geoid height was determined by GEOID03.
 ST0562
 ST0562;                    North         East     Units Scale Factor Converg.
 ST0562;SPC MT       -   381,192.383   303,475.555   MT  0.99944759   -2 53 16.7
 ST0562;SPC MT       - 1,250,631.18    995,654.71   iFT  0.99944759   -2 53 16.7
 ST0562;UTM  12      - 5,276,220.890   316,036.718   MT  1.00001590   -1 48 31.0
 ST0562
 ST0562                          SUPERSEDED SURVEY CONTROL
 ST0562
 ST0562  NAD 83(1986)-  47 36 47.74793(N)    113 26 52.69360(W) AD(       ) 4
 ST0562  NAD 27      -  47 36 47.97699(N)    113 26 49.41542(W) AD(       ) 3
 ST0562
 ST0562.Superseded values are not recommended for survey control.
 ST0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0562.See file dsdata.txt to determine how the superseded data were derived.
 ST0562
 ST0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT1603776221(NAD 83)
 ST0562
 ST0562  HISTORY     - Date     Condition        Report By
 ST0562  HISTORY     - 1940     MONUMENTED       CGS
 ST0562
 ST0562                          STATION DESCRIPTION
 ST0562
 ST0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0562'GARNET PEAK FOREST SERVICE LOOKOUT HOUSE IS IN THE FLATHEAD
 ST0562'NATIONAL FOREST, 12 MILES NW OF BIG PRAIRIE RANGER STATION,
 ST0562'4-1/2 MILES WSW OF SALMON FORKS GUARD STATION, 13 MILES ENE
 ST0562'OF CONDON RANGER STATION, 4 MILES W OF THE N END OF BIG SALMON
 ST0562'LAKE AND 1 MILE N OF THE FLATHEAD-POWELL COUNTY LINE.  THE
 ST0562'CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0864 ***********************************************************************
 RY0864  DESIGNATION -  GASH
 RY0864  PID         -  RY0864
 RY0864  STATE/COUNTY-  MT/RAVALLI
 RY0864  USGS QUAD   -  GASH POINT (1966)
 RY0864
 RY0864                         *CURRENT SURVEY CONTROL
 RY0864  ___________________________________________________________________
 RY0864* NAD 83(1992)-  46 26 00.27135(N)    114 19 14.19564(W)     ADJUSTED  
 RY0864* NAVD 88     -      2709.8    (meters)    8890.     (feet)  VERTCON   
 RY0864  ___________________________________________________________________
 RY0864  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 RY0864  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 RY0864
 RY0864  HORZ ORDER  -  THIRD
 RY0864
 RY0864.The horizontal coordinates were established by classical geodetic methods
 RY0864.and adjusted by the National Geodetic Survey in July 1992..
 RY0864
 RY0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0864
 RY0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0864
 RY0864.The geoid height was determined by GEOID03.
 RY0864
 RY0864;                    North         East     Units Scale Factor Converg.
 RY0864;SPC MT       -   254,020.452   229,945.922   MT  0.99944336   -3 31 34.7
 RY0864;SPC MT       -   833,400.43    754,415.75   iFT  0.99944336   -3 31 34.7
 RY0864;SPC ID W     -   530,605.812   909,849.694   MT  1.00008161   +1 02 08.9
 RY0864;UTM  11      - 5,145,692.635   705,841.857   MT  1.00012086   +1 56 31.5
 RY0864
 RY0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0864!SPC MT       -   0.99957760  x   0.99944336  =   0.99902120
 RY0864!SPC ID W     -   0.99957760  x   1.00008161  =   0.99965918
 RY0864!UTM  11      -   0.99957760  x   1.00012086  =   0.99969841
 RY0864
 RY0864:                Primary Azimuth Mark                     Grid Az
 RY0864:SPC MT       -  BOUNDARY MP 279.893 M ID MT              279 20 10.6
 RY0864:SPC ID W     -  BOUNDARY MP 279.893 M ID MT              274 46 27.0
 RY0864:UTM  11      -  BOUNDARY MP 279.893 M ID MT              273 52 04.4
 RY0864
 RY0864|---------------------------------------------------------------------|
 RY0864| PID    Reference Object                     Distance      Geod. Az  |
 RY0864|                                                           dddmmss.s |
 RY0864| RY0865 BOUNDARY MP 279.893 M ID MT         APPROX. 3.7 KM 2754835.9 |
 RY0864|---------------------------------------------------------------------|
 RY0864
 RY0864                          SUPERSEDED SURVEY CONTROL
 RY0864
 RY0864  NAD 83(1986)-  46 26 00.28054(N)    114 19 14.17767(W) AD(       ) 3
 RY0864  NAD 27      -  46 26 00.55231(N)    114 19 10.84058(W) AD(       ) 3
 RY0864  NGVD 29 (07/19/86) 2708.5    (m)         8886.     (f) VERT ANG       
 RY0864
 RY0864.Superseded values are not recommended for survey control.
 RY0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0864.See file dsdata.txt to determine how the superseded data were derived.
 RY0864
 RY0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM0584245693(NAD 83)
 RY0864_MARKER: DD = SURVEY DISK
 RY0864_SETTING: 66 = SET IN ROCK OUTCROP
 RY0864_SP_SET: SET IN ROCK OUTCROP
 RY0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0864+STABILITY: POSITION/ELEVATION WELL
 RY0864
 RY0864  HISTORY     - Date     Condition        Report By
 RY0864  HISTORY     - 1966     MONUMENTED       USGS
 RY0864
 RY0864                          STATION DESCRIPTION
 RY0864
 RY0864'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0864'LOCATED ABOUT 19.5 MI. SE. OF POWELL RANGER STATION, 15 MI. NW. OF
 RY0864'HAMILTON, ON AN OPEN ROCKY TOP.
 RY0864'
 RY0864'REACHED BY HELICOPTER.
 RY0864'
 RY0864'STATION MARK--A STANDARD TABLET STAMPED---CASH 1966--- SET IN A
 RY0864'SOLID ROCK.
 RY0864'
 RY0864'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---NO 1 1966---
 RY0864'SET IN A SOLID ROCK, 8.65 FT. FROM THE STATION MARK,
 RY0864'S 16 DEG 06 E.
 RY0864'
 RY0864'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---NO 2 1966---
 RY0864'SET IN A SOLID ROCK, 12.18 FT. FROM THE STATION MARK,
 RY0864'N 71 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1049 ***********************************************************************
 TM1049  DESIGNATION -  GATEWAY 2
 TM1049  PID         -  TM1049
 TM1049  STATE/COUNTY-  MT/GLACIER
 TM1049  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM1049
 TM1049                         *CURRENT SURVEY CONTROL
 TM1049  ___________________________________________________________________
 TM1049* NAD 83(1992)-  48 27 09.76721(N)    113 11 41.79352(W)     ADJUSTED  
 TM1049* NAVD 88     -      1498.56   (meters)    4916.5    (feet)  RESET     
 TM1049  ___________________________________________________________________
 TM1049  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TM1049  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 TM1049
 TM1049  HORZ ORDER  -  THIRD
 TM1049  VERT ORDER  -  THIRD
 TM1049
 TM1049.The horizontal coordinates were established by classical geodetic methods
 TM1049.and adjusted by the National Geodetic Survey in December 2001..
 TM1049
 TM1049.The orthometric height was computed from unverified reset data.
 TM1049.No vertical observational check was made to the station.
 TM1049
 TM1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1049
 TM1049.The geoid height was determined by GEOID03.
 TM1049
 TM1049;                    North         East     Units Scale Factor Converg.
 TM1049;SPC MT       -   473,459.735   326,865.151   MT  0.99971032   -2 42 10.3
 TM1049;SPC MT       - 1,553,345.59  1,072,392.23   iFT  0.99971032   -2 42 10.3
 TM1049;UTM  12      - 5,368,946.432   337,709.502   MT  0.99992361   -1 38 35.1
 TM1049
 TM1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1049!SPC MT       -   0.99976737  x   0.99971032  =   0.99947775
 TM1049!UTM  12      -   0.99976737  x   0.99992361  =   0.99969099
 TM1049
 TM1049|---------------------------------------------------------------------|
 TM1049| PID    Reference Object                     Distance      Geod. Az  |
 TM1049|                                                           dddmmss.s |
 TM1049| TM1051 GATEWAY 2 RM 4                       13.304 METERS 06100     |
 TM1049| AI2140 GATEWAY AZ MK                       APPROX. 0.6 KM 0622735.2 |
 TM1049| TM0701 GATEWAY                              56.837 METERS 11647     |
 TM1049| TM0894 EAST GLACIER MUNICIPAL TANK         APPROX. 2.2 KM 2334026.5 |
 TM1049| TM1050 GATEWAY 2 RM 3                       12.648 METERS 32719     |
 TM1049|---------------------------------------------------------------------|
 TM1049
 TM1049                          SUPERSEDED SURVEY CONTROL
 TM1049
 TM1049  NAVD 88 (12/21/01) 1498.56   (m)         4916.5    (f) LEVELING    3  
 TM1049
 TM1049.Superseded values are not recommended for survey control.
 TM1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1049.See file dsdata.txt to determine how the superseded data were derived.
 TM1049
 TM1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU3771068946(NAD 83)
 TM1049_MARKER: DS = TRIANGULATION STATION DISK
 TM1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1049_SP_SET: CONCRETE POST
 TM1049_STAMPING: GATEWAY 2 1985
 TM1049_MARK LOGO: NGS   
 TM1049_PROJECTION: FLUSH
 TM1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1049+STABILITY: SURFACE MOTION
 TM1049
 TM1049  HISTORY     - Date     Condition        Report By
 TM1049  HISTORY     - 1985     MONUMENTED       NGS
 TM1049  HISTORY     - 19850415 GOOD             NGS
 TM1049
 TM1049                          STATION DESCRIPTION
 TM1049
 TM1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TM1049'FROM THE INTERSECTION OF HIGHWAY 2 AND STATE HIGHWAY 49 IN EAST
 TM1049'GLACIER, GO NORTH AND EAST ON HIGHWAY 2 FOR 2.3 KM (1.40 MI) TO THE
 TM1049'MARK ON THE LEFT, 29.7 METERS (97.4 FT) NORTH FROM THE CENTERLINE OF
 TM1049'EXISTING HIGHWAY, 27.2 METERS (89.2 FT) EAST-NORTHEAST FROM THE
 TM1049'SOUTHEAST CORNER OF A CORRAL, 12.3 METERS (40.4 FT) WEST-SOUTHWEST OF
 TM1049'RM 4, 12.7 METERS (41.7 FT) SOUTH-SOUTHEAST OF RM 3, 11.2 METERS
 TM1049'(36.7 FT) NORTH FROM A FENCE AND 0.9 METERS (3.0 FT) EAST FROM A
 TM1049'WITNESS POST.
 TM1049
 TM1049                          STATION RECOVERY (1985)
 TM1049
 TM1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (LLR)
 TM1049'THE STATION IS LOCATED ABOUT 1.4 MILES (2.3 KM) NE OF EAST GLACIER ON
 TM1049'THE NORTH RIGHT OF WAY OF US HIGHWAY 2.  TO REACH THE STATION FROM THE
 TM1049'INTERSECTION OF HIGHWAY 2 AND HIGHWAY 49 IN EAST GLACIER GO NORTH AND
 TM1049'EAST ON HIGHWAY 2 FOR 2.3 KM (1.40 MI) TO THE MARK ON THE LEFT.
 TM1049'THE STATION IS A STANDARD NGS DISK STAMPED---GATEWAY 2 1985---, SET
 TM1049'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 TM1049'THE GROUND.  THE STATION IS LOCATED 29.7 METERS (97.4 FT) NORTH FROM
 TM1049'THE CENTERLINE OF OLD HIGHWAY, 27.2 METERS (89.2 FT) EAST-NORTHEAST
 TM1049'FROM THE SOUTHEAST CORNER OF A CORRAL, 11.2 METERS (36.7 FT) NORTH
 TM1049'FROM A FENCE AND 0.9 METER (3.0 FT) EAST FROM A WITNESS POST.
 TM1049'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---GATEWAY 2 1985 NO
 TM1049'3---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 TM1049'FLUSH WITH THE GROUND. THE STATION IS LOCATED 33 METERS (108.3 FT)
 TM1049'NORTHEAST FROM THE SOUTHEAST CORNER OF A CORRAL, 23.8 METERS (78.1 FT)
 TM1049'NORTH FROM A FENCE, 12.2 METERS (40.0 FT) NORTH FROM A WITNESS POST
 TM1049'AND 0.3 METER (1.0 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 4 IS
 TM1049'A STANDARD NGS DISK STAMPED---GATEWAY 2 1985 NO 4---, SET INTO THE TOP
 TM1049'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH THE GROUND.
 TM1049'THE STATION IS LOCATED 14.2 METERS (46.6 FT) EAST FROM A WITNESS POST,
 TM1049'29.8 METERS (97.8 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 11.3
 TM1049'METERS (37.1 FT) NORTH FROM A FENCE LINE AND ABOUT THE SAME ELEVATION
 TM1049'AS THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD USC+GS DISK
 TM1049'STAMPED---GATEWAY 1963---, SET INTO THE TOP OF A SQUARE CONCRETE
 TM1049'MONUMENT 30 CM ON SIDE FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 TM1049'100 METERS (328.1 FT) WEST FROM THE EAST END OF A SMALL LAKE, 17.5
 TM1049'METERS (57.4 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 0.9 METER
 TM1049'(3.0 FT) SOUTH FROM A FENCE AND 0.6 METER (2.0 FT) WEST FROM A WITNESS
 TM1049'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO NE 0.5 KM (0.30
 TM1049'MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1050 ***********************************************************************
 TM1050  DESIGNATION -  GATEWAY 2 RM 3
 TM1050  PID         -  TM1050
 TM1050  STATE/COUNTY-  MT/GLACIER
 TM1050  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM1050
 TM1050                         *CURRENT SURVEY CONTROL
 TM1050  ___________________________________________________________________
 TM1050* NAD 83(1992)-  48 27 10.11187(N)    113 11 42.12591(W)     ADJUSTED  
 TM1050* NAVD 88     -      1498.16   (meters)    4915.2    (feet)  RESET     
 TM1050  ___________________________________________________________________
 TM1050  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TM1050  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 TM1050
 TM1050  HORZ ORDER  -  THIRD
 TM1050  VERT ORDER  -  THIRD
 TM1050
 TM1050.The horizontal coordinates were established by classical geodetic methods
 TM1050.and adjusted by the National Geodetic Survey in December 2001..
 TM1050
 TM1050.The orthometric height was computed from unverified reset data.
 TM1050.No vertical observational check was made to the station.
 TM1050
 TM1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1050
 TM1050.The geoid height was determined by GEOID03.
 TM1050
 TM1050;                    North         East     Units Scale Factor Converg.
 TM1050;SPC MT       -   473,470.688   326,858.833   MT  0.99971037   -2 42 10.6
 TM1050;SPC MT       - 1,553,381.52  1,072,371.50   iFT  0.99971037   -2 42 10.6
 TM1050;UTM  12      - 5,368,957.269   337,702.981   MT  0.99992363   -1 38 35.3
 TM1050
 TM1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1050!SPC MT       -   0.99976743  x   0.99971037  =   0.99947786
 TM1050!UTM  12      -   0.99976743  x   0.99992363  =   0.99969107
 TM1050
 TM1050                          SUPERSEDED SURVEY CONTROL
 TM1050
 TM1050  NAVD 88 (12/21/01) 1498.16   (m)         4915.2    (f) LEVELING    3  
 TM1050
 TM1050.Superseded values are not recommended for survey control.
 TM1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1050.See file dsdata.txt to determine how the superseded data were derived.
 TM1050
 TM1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU3770368957(NAD 83)
 TM1050_MARKER: DR = REFERENCE MARK DISK
 TM1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1050_SP_SET: CONCRETE POST
 TM1050_STAMPING: GATEWAY 2 1985 NO 3
 TM1050_MARK LOGO: NGS   
 TM1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1050+STABILITY: SURFACE MOTION
 TM1050
 TM1050  HISTORY     - Date     Condition        Report By
 TM1050  HISTORY     - 1985     MONUMENTED       NGS
 TM1050
 TM1050                          STATION DESCRIPTION
 TM1050
 TM1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TM1050'FROM THE INTERSECTION OF US HIGHWAY 2 AND STATE HIGHWAY 49 IN EAST
 TM1050'GLACIER, GO NORTHEAST ON HIGHWAY 2 FOR 2.3 KM (1.40 MI) TO THE MARK
 TM1050'ON THE LEFT, IT IS 33 METERS (108.3 FT) NORTHEAST FROM THE SOUTHEAST
 TM1050'CORNER OF A CORRAL, 23.8 METERS (78.1 FT) NORTH FROM A FENCE, 18.9
 TM1050'METERS (62.0 FT) NORTHWEST OF RM 4, 12.7 METERS (41.7 FT)
 TM1050'NORTH-NORTHWEST OF STATION GATEWAY 2, AND 12.2 METERS (40.0 FT) NORTH
 TM1050'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1051 ***********************************************************************
 TM1051  DESIGNATION -  GATEWAY 2 RM 4
 TM1051  PID         -  TM1051
 TM1051  STATE/COUNTY-  MT/GLACIER
 TM1051  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM1051
 TM1051                         *CURRENT SURVEY CONTROL
 TM1051  ___________________________________________________________________
 TM1051* NAD 83(1992)-  48 27 09.97602(N)    113 11 41.22722(W)     ADJUSTED  
 TM1051* NAVD 88     -      1498.28   (meters)    4915.6    (feet)  RESET     
 TM1051  ___________________________________________________________________
 TM1051  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TM1051  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 TM1051
 TM1051  HORZ ORDER  -  THIRD
 TM1051  VERT ORDER  -  THIRD
 TM1051
 TM1051.The horizontal coordinates were established by classical geodetic methods
 TM1051.and adjusted by the National Geodetic Survey in December 2001..
 TM1051
 TM1051.The orthometric height was computed from unverified reset data.
 TM1051.No vertical observational check was made to the station.
 TM1051
 TM1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1051
 TM1051.The geoid height was determined by GEOID03.
 TM1051
 TM1051;                    North         East     Units Scale Factor Converg.
 TM1051;SPC MT       -   473,465.627   326,877.075   MT  0.99971035   -2 42 09.9
 TM1051;SPC MT       - 1,553,364.92  1,072,431.35   iFT  0.99971035   -2 42 09.9
 TM1051;UTM  12      - 5,368,952.545   337,721.317   MT  0.99992356   -1 38 34.6
 TM1051
 TM1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1051!SPC MT       -   0.99976741  x   0.99971035  =   0.99947783
 TM1051!UTM  12      -   0.99976741  x   0.99992356  =   0.99969099
 TM1051
 TM1051                          SUPERSEDED SURVEY CONTROL
 TM1051
 TM1051  NAVD 88 (12/21/01) 1498.28   (m)         4915.6    (f) LEVELING    3  
 TM1051
 TM1051.Superseded values are not recommended for survey control.
 TM1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1051.See file dsdata.txt to determine how the superseded data were derived.
 TM1051
 TM1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU3772168953(NAD 83)
 TM1051_MARKER: DR = REFERENCE MARK DISK
 TM1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1051_SP_SET: CONCRETE POST
 TM1051_STAMPING: GATEWAY 2 1985 RM 4
 TM1051_MARK LOGO: NGS   
 TM1051_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1051+STABILITY: SURFACE MOTION
 TM1051
 TM1051  HISTORY     - Date     Condition        Report By
 TM1051  HISTORY     - 1985     MONUMENTED       NGS
 TM1051
 TM1051                          STATION DESCRIPTION
 TM1051
 TM1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TM1051'FROM THE INTERSECTION OF US HIGHWAY 2 AND STATE HIGHWAY 49 IN EAST
 TM1051'GLACIER, GO NORTHEAST ON HIGHWAY 2 FOR 2.3 KM (1.40 MI) TO THE MARK
 TM1051'ON THE LEFT, IT IS 29.8 METERS (97.8 FT) NORTH FROM THE CENTERLINE OF
 TM1051'THE ROAD, 18.9 METERS (62.0 FT) SOUTHEAST OF RM 3, 13.3 METERS
 TM1051'(43.6 FT) EAST-NORTHEAST OF GATEWAY 2, 14.2 METERS (46.6 FT) EAST
 TM1051'FROM A WITNESS POST AND 11.3 METERS (37.1 FT) NORTH FROM A FENCE
 TM1051'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2140 ***********************************************************************
 AI2140  DESIGNATION -  GATEWAY AZ MK
 AI2140  PID         -  AI2140
 AI2140  STATE/COUNTY-  MT/GLACIER
 AI2140  USGS QUAD   -  EAST GLACIER PARK (1995)
 AI2140
 AI2140                         *CURRENT SURVEY CONTROL
 AI2140  ___________________________________________________________________
 AI2140* NAD 83(1992)-  48 27 18.52891(N)    113 11 16.53128(W)     ADJUSTED  
 AI2140* NAVD 88     -      1495.6    (meters)    4907.     (feet)  VERT ANG  
 AI2140  ___________________________________________________________________
 AI2140  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 AI2140  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 AI2140
 AI2140  HORZ ORDER  -  THIRD
 AI2140
 AI2140.The horizontal coordinates were established by classical geodetic methods
 AI2140.and adjusted by the National Geodetic Survey in December 2001..
 AI2140
 AI2140.The orthometric height was determined by vertical angle observations.
 AI2140
 AI2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2140
 AI2140.The geoid height was determined by GEOID03.
 AI2140
 AI2140;                    North         East     Units Scale Factor Converg.
 AI2140;SPC MT       -   473,705.547   327,396.229   MT  0.99971140   -2 41 51.8
 AI2140;SPC MT       - 1,554,152.06  1,074,134.61   iFT  0.99971140   -2 41 51.8
 AI2140;UTM  12      - 5,369,202.079   338,236.054   MT  0.99992151   -1 38 16.4
 AI2140
 AI2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2140!SPC MT       -   0.99976783  x   0.99971140  =   0.99947930
 AI2140!UTM  12      -   0.99976783  x   0.99992151  =   0.99968936
 AI2140
 AI2140                          SUPERSEDED SURVEY CONTROL
 AI2140
 AI2140.No superseded survey control is available for this station.
 AI2140
 AI2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU3823669202(NAD 83)
 AI2140_MARKER: DZ = AZIMUTH MARK DISK
 AI2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2140_STAMPING: GATEWAY 1963
 AI2140_MARK LOGO: CGS   
 AI2140_PROJECTION: FLUSH
 AI2140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2140+STABILITY: SURFACE MOTION
 AI2140
 AI2140  HISTORY     - Date     Condition        Report By
 AI2140  HISTORY     - 1963     MONUMENTED       CGS
 AI2140  HISTORY     - 19850429 GOOD             NGS
 AI2140
 AI2140                          STATION DESCRIPTION
 AI2140
 AI2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (LLR)
 AI2140'THE STATION IS LOCATED AOUT 2.9 KM (1.80 MI) NORTHEAST OF EAST GLACIER
 AI2140'ON THE NORTH SIDE OF US HIGHWAY 2.  TO REACH FROM THE INTERSECTION OF
 AI2140'HIGHWAY 2 AND STATE HIGHWAY 49 IN EAST GLACIER GO NORTHEAST ON HIGHWAY
 AI2140'2 FOR 2.9 KM (1.80 MI) TO THE MARK ON THE LEFT.  THE STATION IS A
 AI2140'STANDARD USC+GS AZIMUTH MARK STAMPED, ---GATEWAY 1963---, SET INTO THE
 AI2140'TOP OF A 30 CM SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AI2140'IT IS ABOUT 100 METERS (328.1 FT) WEST OF THE EAST END OF A SMALL
 AI2140'LAKE, 17.5 METERS (57.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AI2140'0.9 METER (3.0 FT) SOUTH FROM A FENCE AND 0.6 METER (2.0 FT) WEST FROM
 AI2140'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1037 ***********************************************************************
 TN1037  DESIGNATION -  GATEWAY AZI STATION
 TN1037  PID         -  TN1037
 TN1037  STATE/COUNTY-  MT/LINCOLN
 TN1037  USGS QUAD   -  REXFORD (1983)
 TN1037
 TN1037                         *CURRENT SURVEY CONTROL
 TN1037  ___________________________________________________________________
 TN1037* NAD 83(1992)-  48 59 58.65663(N)    115 10 09.48489(W)     ADJUSTED  
 TN1037* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 TN1037  ___________________________________________________________________
 TN1037  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 TN1037  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TN1037
 TN1037  HORZ ORDER  -  THIRD
 TN1037
 TN1037.The horizontal coordinates were established by classical geodetic methods
 TN1037.and adjusted by the National Geodetic Survey in July 1992..
 TN1037
 TN1037.The orthometric height was scaled from a topographic map.
 TN1037
 TN1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1037
 TN1037.The geoid height was determined by GEOID03.
 TN1037
 TN1037;                    North         East     Units Scale Factor Converg.
 TN1037;SPC MT       -   542,832.594   185,526.174   MT  0.99999977   -4 08 49.6
 TN1037;SPC MT       - 1,780,946.83    608,681.67   iFT  0.99999977   -4 08 49.6
 TN1037;UTM  11      - 5,429,028.994   633,899.775   MT  0.99982026   +1 22 54.6
 TN1037
 TN1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1037!SPC MT       -   0.99988337  x   0.99999977  =   0.99988315
 TN1037!UTM  11      -   0.99988337  x   0.99982026  =   0.99970366
 TN1037
 TN1037:                Primary Azimuth Mark                     Grid Az
 TN1037:SPC MT       -  GATEWAY NORTH BASE                       199 03 02.4
 TN1037:UTM  11      -  GATEWAY NORTH BASE                       193 31 18.2
 TN1037
 TN1037|---------------------------------------------------------------------|
 TN1037| PID    Reference Object                     Distance      Geod. Az  |
 TN1037|                                                           dddmmss.s |
 TN1037| TN1038 GATEWAY NORTH BASE                  APPROX. 0.8 KM 1945412.8 |
 TN1037| TN1036 GATEWAY                             291.125 METERS 34445     |
 TN1037|---------------------------------------------------------------------|
 TN1037
 TN1037                          SUPERSEDED SURVEY CONTROL
 TN1037
 TN1037  NAD 83(1986)-  48 59 58.66383(N)    115 10 09.48422(W) AD(       ) 3
 TN1037
 TN1037.Superseded values are not recommended for survey control.
 TN1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1037.See file dsdata.txt to determine how the superseded data were derived.
 TN1037
 TN1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3390029029(NAD 83)
 TN1037_MARKER: P = PIPE CAP
 TN1037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN1037_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TN1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN1037
 TN1037  HISTORY     - Date     Condition        Report By
 TN1037  HISTORY     - 1901     MONUMENTED       IBC
 TN1037  HISTORY     - 1970     GOOD             IBC
 TN1037
 TN1037                          STATION DESCRIPTION
 TN1037
 TN1037'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1901 (CHS)
 TN1037'ON THE INTERNATIONAL BOUNDARY ON THE BENCH JUST EAST OF GATEWAY,
 TN1037'MONTANA, 180.6 METERS WEST OF BOUNDARY MONUMENT 245.
 TN1037'
 TN1037'STATION MARK--A 4 - INCH IRON PIPE WITH A BRASS CAP, PROJECTING ABOUT
 TN1037'16 INCHES ABOVE THE GROUND.  A LIKE PIPE FOR THE NORTH MARK ON THE
 TN1037'MERIDIAN WEST SET IN THE EDGE OF THE WOODS 681 METERS TO THE NORTH.
 TN1037
 TN1037                          STATION RECOVERY (1970)
 TN1037
 TN1037'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TN1037'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1038 ***********************************************************************
 TN1038  DESIGNATION -  GATEWAY NORTH BASE
 TN1038  PID         -  TN1038
 TN1038  STATE/COUNTY-  MT/LINCOLN
 TN1038  USGS QUAD   -  REXFORD (1983)
 TN1038
 TN1038                         *CURRENT SURVEY CONTROL
 TN1038  ___________________________________________________________________
 TN1038* NAD 83(1992)-  48 59 33.76732(N)    115 10 19.55109(W)     ADJUSTED  
 TN1038* NAVD 88     -       726.     (meters)    2382.     (feet)  SCALED    
 TN1038  ___________________________________________________________________
 TN1038  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 TN1038  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TN1038
 TN1038  HORZ ORDER  -  THIRD
 TN1038
 TN1038.The horizontal coordinates were established by classical geodetic methods
 TN1038.and adjusted by the National Geodetic Survey in July 1992..
 TN1038
 TN1038.The orthometric height was scaled from a topographic map.
 TN1038
 TN1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1038
 TN1038.The geoid height was determined by GEOID03.
 TN1038
 TN1038;                    North         East     Units Scale Factor Converg.
 TN1038;SPC MT       -   542,080.541   185,266.478   MT  0.99999552   -4 08 57.0
 TN1038;SPC MT       - 1,778,479.47    607,829.65   iFT  0.99999552   -4 08 57.0
 TN1038;UTM  11      - 5,428,255.556   633,713.778   MT  0.99981965   +1 22 46.5
 TN1038
 TN1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1038!SPC MT       -   0.99988872  x   0.99999552  =   0.99988424
 TN1038!UTM  11      -   0.99988872  x   0.99981965  =   0.99970839
 TN1038
 TN1038:                Primary Azimuth Mark                     Grid Az
 TN1038:SPC MT       -  BOUNDARY MON 244 CD US                   002 56 37.0
 TN1038:UTM  11      -  BOUNDARY MON 244 CD US                   357 24 53.5
 TN1038
 TN1038|---------------------------------------------------------------------|
 TN1038| PID    Reference Object                     Distance      Geod. Az  |
 TN1038|                                                           dddmmss.s |
 TN1038| TN1069 BOUNDARY MON 244 CD US              APPROX. 0.8 KM 3584740.0 |
 TN1038|---------------------------------------------------------------------|
 TN1038
 TN1038                          SUPERSEDED SURVEY CONTROL
 TN1038
 TN1038  NAD 83(1986)-  48 59 33.77477(N)    115 10 19.55019(W) AD(       ) 3
 TN1038
 TN1038.Superseded values are not recommended for survey control.
 TN1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1038.See file dsdata.txt to determine how the superseded data were derived.
 TN1038
 TN1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ3371428256(NAD 83)
 TN1038_MARKER: B = BOLT
 TN1038_SETTING: 0 = UNSPECIFIED SETTING
 TN1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN1038
 TN1038  HISTORY     - Date     Condition        Report By
 TN1038  HISTORY     - 1903     MONUMENTED       IBC
 TN1038  HISTORY     - 1930     GOOD             IBC
 TN1038
 TN1038                          STATION DESCRIPTION
 TN1038
 TN1038'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1903 (CHS)
 TN1038'A VERY SHORT DISTANCE SOUTH OF THE TOWN OF GATEWAY, 36.2 METERS WEST
 TN1038'OF THE WEST RAIL OF THE GREAT NORTHERN RAILWAY, WHICH RUNS NEARLY
 TN1038'NORTH AND SOUTH.
 TN1038'
 TN1038'STATION MARK--THE UNDERGROUND MARK IS THE NECK OF A BOTTLE SET IN
 TN1038'CEMENT ABOUT 6 INCHES BELOW THE GRANITE BLOCK USED AS A SURFACE MARK.
 TN1038'THE CENTER OF THE MOUTH OF THE BOTTLE IS THE STATION.  THE SURFACE
 TN1038'MARK IS A GRANITE BLOCK, 12 BY 12 BY 48 INCHES, DRESSED 12 INCHES
 TN1038'FROM THE TOP AND THE REMAINDER ROUGH CUT, SET IN CONCRETE.  THIS BLOCK
 TN1038'PROJECTS 16 INCHES ABOVE THE GROUND.  A COPPER BOLT WITH CROSS WAS SET
 TN1038'FOR THE CENTER WITH THE LETTERS---U.S.C.B.---CUT IN THE STONE AROUND
 TN1038'IT.  A BENCH - MARK DISK WITH ITS ELEVATION WRITTEN UPON IT WAS PLACED
 TN1038'NORTH OF THE CENTER BOLT AFTER THE STONE WAS SET.
 TN1038
 TN1038                          STATION RECOVERY (1930)
 TN1038
 TN1038'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 TN1038'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0230 ***********************************************************************
 QX0230  DESIGNATION -  GAUGE BM
 QX0230  PID         -  QX0230
 QX0230  STATE/COUNTY-  MT/GALLATIN
 QX0230  USGS QUAD   -  LOGAN (1987)
 QX0230
 QX0230                         *CURRENT SURVEY CONTROL
 QX0230  ___________________________________________________________________
 QX0230* NAD 83(1986)-  45 56 19.     (N)    111 29 27.     (W)     SCALED    
 QX0230* NAVD 88     -      1233.237  (meters)    4046.05   (feet)  POSTED    
 QX0230  ___________________________________________________________________
 QX0230  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 QX0230  DYNAMIC HT  -        1232.900 (meters)    4044.94  (feet)  COMP
 QX0230  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 QX0230
 QX0230  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0230
 QX0230.The horizontal coordinates were scaled from a topographic map and have
 QX0230.an estimated accuracy of +/- 6 seconds.
 QX0230
 QX0230.The orthometric height was determined by differential leveling
 QX0230.and adjusted by the National Geodetic Survey in 1992..
 QX0230.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0230.rate of 0.0 thru 1.0 mm/km.
 QX0230
 QX0230.The geoid height was determined by GEOID03.
 QX0230
 QX0230.The dynamic height is computed by dividing the NAVD 88
 QX0230.geopotential number by the normal gravity value computed on the
 QX0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0230.degrees latitude (g = 980.6199 gals.).
 QX0230
 QX0230.The modeled gravity was interpolated from observed gravity values.
 QX0230
 QX0230;                    North         East    Units  Estimated Accuracy
 QX0230;SPC MT       -   189,620.      445,700.      MT  (+/- 180 meters Scaled)
 QX0230
 QX0230                          SUPERSEDED SURVEY CONTROL
 QX0230
 QX0230.No superseded survey control is available for this station.
 QX0230
 QX0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR619873(NAD 83)
 QX0230_MARKER: X = CHISELED CROSS
 QX0230_SETTING: 66 = SET IN ROCK OUTCROP
 QX0230_SP_SET: LIMESTONE LEDGE
 QX0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0230+STABILITY: POSITION/ELEVATION WELL
 QX0230
 QX0230  HISTORY     - Date     Condition        Report By
 QX0230  HISTORY     - UNK      MONUMENTED       LOCENG
 QX0230  HISTORY     - 1958     MARK NOT FOUND   NGS
 QX0230
 QX0230                          STATION DESCRIPTION
 QX0230
 QX0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0230'1.25 MI N FROM GALLATIN CITY.
 QX0230'1-1/4 MILES NORTH OF THE SITE OF OLD GALLATIN CITY, GALLATIN COUNTY,
 QX0230'ON THE RIGHT BANK OF JEFFERSON-MADISON RIVER, 1/4 MILE UPSTREAM FROM
 QX0230'THE MOUTH OF GALLATIN RIVER, 30 YARDS WEST OF THE CREST OF A CLIFF, 30
 QX0230'FEET UPSTREAM FROM A PATH LEADING TO A BOAT LANDING, 45 FEET SOUTHWEST
 QX0230'OF TWO COTTONWOOD TREES, AND ON THE TOP OF A LIMESTONE LEDGE
 QX0230'PROJECTING INTO THE RIVER.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0660 ***********************************************************************
 QX0660  DESIGNATION -  GDRKE 1
 QX0660  PID         -  QX0660
 QX0660  STATE/COUNTY-  MT/PARK
 QX0660  USGS QUAD   -  SPRINGDALE (1981)
 QX0660
 QX0660                         *CURRENT SURVEY CONTROL
 QX0660  ___________________________________________________________________
 QX0660* NAD 83(1992)-  45 37 36.92481(N)    110 15 01.15161(W)     ADJUSTED  
 QX0660* NAVD 88     -      1976.1    (meters)    6483.     (feet)  VERTCON   
 QX0660  ___________________________________________________________________
 QX0660  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 QX0660  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 QX0660
 QX0660  HORZ ORDER  -  THIRD
 QX0660
 QX0660.The horizontal coordinates were established by classical geodetic methods
 QX0660.and adjusted by the National Geodetic Survey in July 1992..
 QX0660
 QX0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0660
 QX0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0660
 QX0660.The geoid height was determined by GEOID03.
 QX0660
 QX0660;                    North         East     Units Scale Factor Converg.
 QX0660;SPC MT       -   153,307.748   541,507.881   MT  0.99968158   -0 32 55.9
 QX0660;SPC MT       -   502,978.18  1,776,600.66   iFT  0.99968158   -0 32 55.9
 QX0660;UTM  12      - 5,052,870.787   558,438.335   MT  0.99964199   +0 32 09.2
 QX0660
 QX0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0660!SPC MT       -   0.99969185  x   0.99968158  =   0.99937353
 QX0660!UTM  12      -   0.99969185  x   0.99964199  =   0.99933395
 QX0660
 QX0660:                Primary Azimuth Mark                     Grid Az
 QX0660:SPC MT       -  GREELEY                                  249 56 39.4
 QX0660:UTM  12      -  GREELEY                                  248 51 34.3
 QX0660
 QX0660|---------------------------------------------------------------------|
 QX0660| PID    Reference Object                     Distance      Geod. Az  |
 QX0660|                                                           dddmmss.s |
 QX0660| QX0663 GREELEY                             APPROX. 2.5 KM 2492343.5 |
 QX0660|---------------------------------------------------------------------|
 QX0660
 QX0660                          SUPERSEDED SURVEY CONTROL
 QX0660
 QX0660  NAD 83(1986)-  45 37 36.92006(N)    110 15 01.14343(W) AD(       ) 3
 QX0660  NAD 27      -  45 37 37.14787(N)    110 14 58.44932(W) AD(       ) 3
 QX0660  NGVD 29 (07/19/86) 1975.0    (m)         6480.     (f) VERT ANG       
 QX0660
 QX0660.Superseded values are not recommended for survey control.
 QX0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0660.See file dsdata.txt to determine how the superseded data were derived.
 QX0660
 QX0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR5843852871(NAD 83)
 QX0660_MARKER: DD = SURVEY DISK
 QX0660_SETTING: 66 = SET IN ROCK OUTCROP
 QX0660_SP_SET: SET IN BEDROCK
 QX0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0660+STABILITY: POSITION/ELEVATION WELL
 QX0660
 QX0660  HISTORY     - Date     Condition        Report By
 QX0660  HISTORY     - 1948     MONUMENTED       USGS
 QX0660
 QX0660                          STATION DESCRIPTION
 QX0660
 QX0660'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0660'STATION LOCATED ABOUT 10.0 MI. AIR S. OF SPRINGDALE AND ABOUT 3 MI. E.
 QX0660'OF A WOODED TOP ALONG A HIGH, ALMOST BARE RIDGE.
 QX0660'
 QX0660'TO REACH STATION FROM JUNCTION OF MAIN STREET AND U.S. HIGHWAY 10 AT
 QX0660'SPRINGDALE, PROCEED E. ALONG HIGHWAY 10, .35 MI. TO JUNCTION OF RD.
 QX0660'LEADING S. FOLLOW RD. S. 2.4 MI. TO A RD. FORK.TAKE RIGHT FORK SW.
 QX0660'0.45 MI. TO A SWITCHBACK IN RD. TURN NW. ON SWITCHBACK AND CONTINUE
 QX0660'W-SW. ALONG MAIN TRAVELED RD. 9.6 MI. TO A CROSS RD. ON SIDE OF HILL.
 QX0660'TAKE LEFT RD. SE. 4 MI. TO A FENCE LINE AND 45 FT. N. OF CROSS FENCE.
 QX0660'48 FT. SE. OF CENTER LINE OF RD. AND FENCE N. IS STATION SITE, 2,900
 QX0660'FT. W. AND 390 FT. N. OF SE. CORNER, SEC. 28 T.2 S., R.12 E.,
 QX0660'
 QX0660'STATION MARK - STANDARD TABLET STAMPED, ---GDRKE 1, 1948---,
 QX0660'SET IN BEDROCK 12 FT. W. OF A SMALL BUSH.
 QX0660'
 QX0660'REFERENCE MARK NO. 1 - NAIL IN TOP OF CORNER POST OF CROSS FENCE 43.72
 QX0660'FT., N 63 DEG 17 MIN E, FROM STATION MARK.
 QX0660'
 QX0660'REFERENCE MARK NO. 2 - IRON ROD DRIVE 2 FT. IN GROUND 16.40 FT.,
 QX0660'N 30 DEG 57 MIN W, FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9833 ***********************************************************************
 AD9833  PACS        -  This is a Primary Airport Control Station.
 AD9833  DESIGNATION -  GDV A
 AD9833  PID         -  AD9833
 AD9833  STATE/COUNTY-  MT/DAWSON
 AD9833  USGS QUAD   -  POVERTY FLAT EAST (1972)
 AD9833
 AD9833                         *CURRENT SURVEY CONTROL
 AD9833  ___________________________________________________________________
 AD9833* NAD 83(1999)-  47 08 41.32792(N)    104 48 41.08392(W)     ADJUSTED  
 AD9833* NAVD 88     -       749.11   (meters)    2457.7    (feet)  GPS OBS   
 AD9833  ___________________________________________________________________
 AD9833  X           -  -1,111,105.886 (meters)                     COMP
 AD9833  Y           -  -4,201,977.942 (meters)                     COMP
 AD9833  Z           -   4,653,266.621 (meters)                     COMP
 AD9833  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AD9833  ELLIP HEIGHT-         732.64  (meters)          (04/21/06) GPS OBS
 AD9833  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 AD9833
 AD9833  HORZ ORDER  -  B
 AD9833  ELLP ORDER  -  FOURTH    CLASS II
 AD9833
 AD9833.This mark is at Dawson Community Airport (GDV)
 AD9833
 AD9833.The horizontal coordinates were established by GPS observations
 AD9833.and adjusted by the MORRISON-MAIERLE INC in April 2006..
 AD9833.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9833.DATUM ITEM on the data sheet items page.
 AD9833
 AD9833.The orthometric height was determined by GPS observations and a
 AD9833.high-resolution geoid model.
 AD9833
 AD9833.GPS derived orthometric heights for airport stations designated as
 AD9833.PACS or SACS are published to 2 decimal places.  This maintains
 AD9833.centimeter relative accuracy between the PACS and SACS.  It does
 AD9833.not indicate centimeter accuracy relative to other marks which are
 AD9833.part of the NAVD 88 network.
 AD9833
 AD9833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9833
 AD9833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9833
 AD9833.The ellipsoidal height was determined by GPS observations
 AD9833.and is referenced to NAD 83.
 AD9833
 AD9833.The geoid height was determined by GEOID03.
 AD9833
 AD9833;                    North         East     Units Scale Factor Converg.
 AD9833;SPC MT       -   332,301.267   955,203.321   MT  0.99939529   +3 25 47.0
 AD9833;SPC MT       - 1,090,227.25  3,133,869.16   iFT  0.99939529   +3 25 47.0
 AD9833;UTM  13      - 5,221,274.143   514,298.709   MT  0.99960251   +0 08 17.7
 AD9833
 AD9833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9833!SPC MT       -   0.99988517  x   0.99939529  =   0.99928053
 AD9833!UTM  13      -   0.99988517  x   0.99960251  =   0.99948773
 AD9833
 AD9833:                Primary Azimuth Mark                     Grid Az
 AD9833:SPC MT       -  GDV D                                    182 35 27.5
 AD9833:UTM  13      -  GDV D                                    185 52 56.8
 AD9833
 AD9833|---------------------------------------------------------------------|
 AD9833| PID    Reference Object                     Distance      Geod. Az  |
 AD9833|                                                           dddmmss.s |
 AD9833| DH9107 GDV D                               APPROX. 0.5 KM 1860114.5 |
 AD9833|---------------------------------------------------------------------|
 AD9833
 AD9833                          SUPERSEDED SURVEY CONTROL
 AD9833
 AD9833.No superseded survey control is available for this station.
 AD9833
 AD9833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN1429921274(NAD 83)
 AD9833_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9833_STAMPING: GDV A 1977
 AD9833_MARK LOGO: NGS   
 AD9833_PROJECTION: FLUSH
 AD9833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9833+STABILITY: SURFACE MOTION
 AD9833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9833+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 AD9833
 AD9833  HISTORY     - Date     Condition        Report By
 AD9833  HISTORY     - 1977     MONUMENTED       NGS
 AD9833  HISTORY     - 19910630 GOOD             NGS
 AD9833  HISTORY     - 20050816 GOOD             MORMAI
 AD9833
 AD9833                          STATION DESCRIPTION
 AD9833
 AD9833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AD9833'STATION IS LOCATED AT THE DAWSON COMMUNITY AIRPORT NEAR RUNWAY END 12.
 AD9833'IT IS 741.6 FT (226.0 M) NE OF C/L END RUNWAY 12, AND 4 FT (1.2 M)
 AD9833'SOUTH OF A FENCE LINE AND WITNESS POST.  IT IS SET ON LINE WITH THE
 AD9833'RUNWAY THRESHOLD LIGHTS.  STATION IS A STANDARD USCGS TOPO DISK
 AD9833'STAMPED GDV A 1977, SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 AD9833
 AD9833                          STATION RECOVERY (2005)
 AD9833
 AD9833'RECOVERY NOTE BY MORRISON-MAIERLE INC 2005 (GBG)
 AD9833'RECOVERY NOTE BY MORRISON-MAIERLE INC 2005 (GBG).  THE STATION IS
 AD9833'LOCATED ABOUT 8.5 KM (5.3 MILES) NORTHWEST OF GLENDIVE JUST OUTSIDE OF
 AD9833'THE WESTERLY BOUNDARY OF THE DAWSON COMMUNITY AIRPORT.
 AD9833'OWNERSHIP--N-TRIANGLE RANCH INC.  TO REACH FROM THE INTERSECTION OF
 AD9833'INTERSTATE 94 AND STATE HIGHWAY 200S, GO WESTERLY ON HIGHWAY 200S FOR
 AD9833'A DISTANCE OF 0.3 KM (0.2 MILES) TO THE INTERSECTION OF HIGHWAY 200S
 AD9833'AND DRY CREEK ROAD.  TURN RIGHT AND GO NORTHERLY ON DRY CREEK ROAD FOR
 AD9833'A DISTANCE OF 6.6 KM (4.1 MILES) TO A GRAVEL ROAD NEAR THE TERMINAL OF
 AD9833'DAWSON COMMUNITY AIRPORT.  TURN LEFT AND GO NORTHWESTERLY ALONG GRAVEL
 AD9833'ROAD FOR A DISTANCE OF 1.5 KM (0.9 MILES) TO THE INTERSECTION OF
 AD9833'GRAVEL ROAD WITH A TWO TRACK FARM ROAD.  CONTINUE NORTH ALONG TWO
 AD9833'TRACK ROAD FOR A DISTANCE OF 55.0 M (180 FT) TO THE NORTHWEST CORNER
 AD9833'OF THE ANIMAL CONTROL FENCE FOR DAWSON COMMUNITY AIRPORT.  TURN RIGHT
 AD9833'AND TRAVEL EAST ALONG A TWO TRACK ROAD WHICH PARALLELLS THE ANIMAL
 AD9833'CONTROL FENCE FOR A DISTANCE OF 0.3 KM (0.2 MILES) TO THE MARK ON THE
 AD9833'RIGHT, A TOPOGRAPHIC STATION DISK SET IN THE TOP OF A 8-INCH (20 CM)
 AD9833'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND, STAMPED --GDVA 1977--.
 AD9833'MARK IS 1.5M (5.0 FT) NORTH OF AN ORANGE WITNESS POST, 1.5M (5.0 FT)
 AD9833'NORTH OF AN EAST-WEST WOVEN WIRE ANIMAL CONTROL FENCE, AND 3.7M (12.0
 AD9833'FT) SOUTH OF THE CENTERLINE OF A TWO TRACK DIRT ROAD, AND ON LINE WITH
 AD9833'RUNWAY 12 THRESHOLD LIGHTS.  THE HH2 GPS IS 470841.3N, 1044841.1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9106 ***********************************************************************
 DH9106  SACS        -  This is a Secondary Airport Control Station.
 DH9106  DESIGNATION -  GDV C
 DH9106  PID         -  DH9106
 DH9106  STATE/COUNTY-  MT/DAWSON
 DH9106  USGS QUAD   -  POVERTY FLAT EAST (1972)
 DH9106
 DH9106                         *CURRENT SURVEY CONTROL
 DH9106  ___________________________________________________________________
 DH9106* NAD 83(1999)-  47 07 55.31306(N)    104 48 03.13777(W)     ADJUSTED  
 DH9106* NAVD 88     -       748.50   (meters)    2455.7    (feet)  GPS OBS   
 DH9106  ___________________________________________________________________
 DH9106  X           -  -1,110,598.849 (meters)                     COMP
 DH9106  Y           -  -4,203,189.032 (meters)                     COMP
 DH9106  Z           -   4,652,299.450 (meters)                     COMP
 DH9106  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DH9106  ELLIP HEIGHT-         732.03  (meters)          (04/21/06) GPS OBS
 DH9106  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 DH9106
 DH9106  HORZ ORDER  -  FIRST
 DH9106  ELLP ORDER  -  FOURTH    CLASS I
 DH9106
 DH9106.This mark is at Dawson Community Airport (GDV)
 DH9106
 DH9106.The horizontal coordinates were established by GPS observations
 DH9106.and adjusted by the MORRISON-MAIERLE INC in April 2006..
 DH9106.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH9106.DATUM ITEM on the data sheet items page.
 DH9106
 DH9106.The orthometric height was determined by GPS observations and a
 DH9106.high-resolution geoid model.
 DH9106
 DH9106.GPS derived orthometric heights for airport stations designated as
 DH9106.PACS or SACS are published to 2 decimal places.  This maintains
 DH9106.centimeter relative accuracy between the PACS and SACS.  It does
 DH9106.not indicate centimeter accuracy relative to other marks which are
 DH9106.part of the NAVD 88 network.
 DH9106
 DH9106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9106
 DH9106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9106
 DH9106.The ellipsoidal height was determined by GPS observations
 DH9106.and is referenced to NAD 83.
 DH9106
 DH9106.The geoid height was determined by GEOID03.
 DH9106
 DH9106;                    North         East     Units Scale Factor Converg.
 DH9106;SPC MT       -   330,931.527   956,086.060   MT  0.99939480   +3 26 14.8
 DH9106;SPC MT       - 1,085,733.36  3,136,765.29   iFT  0.99939480   +3 26 14.8
 DH9106;UTM  13      - 5,219,855.685   515,101.515   MT  0.99960280   +0 08 45.4
 DH9106
 DH9106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9106!SPC MT       -   0.99988527  x   0.99939480  =   0.99928014
 DH9106!UTM  13      -   0.99988527  x   0.99960280  =   0.99948811
 DH9106
 DH9106                          SUPERSEDED SURVEY CONTROL
 DH9106
 DH9106.No superseded survey control is available for this station.
 DH9106
 DH9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN1510219856(NAD 83)
 DH9106_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9106_STAMPING: GDV C 2005
 DH9106_MARK LOGO: MORMAI
 DH9106_PROJECTION: FLUSH
 DH9106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9106+STABILITY: SURFACE MOTION
 DH9106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9106+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DH9106
 DH9106  HISTORY     - Date     Condition        Report By
 DH9106  HISTORY     - 20050816 MONUMENTED       MORMAI
 DH9106
 DH9106                          STATION DESCRIPTION
 DH9106
 DH9106'DESCRIBED BY MORRISON-MAIERLE INC 2005
 DH9106'DESCRIBED BY MORRISON-MAIERLE INC 2005.  STATION IS LOCATED ABOUT 7.0
 DH9106'KM (4.3 MILES) NORTHWEST OF GLENDIVE ON THE DAWSON COMMUNITY AIRPORT.
 DH9106'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND STATE HIGHWAY
 DH9106'200S, GO WESTERLY ON HIGHWAY 200S FOR A DISTANCE OF 0.3 KM (0.2 MILES)
 DH9106'TO THE INTERSECTION OF HIGHWAY 200S AND DRY CREEK ROAD.  TURN RIGHT
 DH9106'AND GO NORTHERLY ON DRY CREEK ROAD FOR A DISTANCE OF 6.5 KM (4.0
 DH9106'MILES) TO TWO METAL BUILDINGS ON THE RIGHT, WHICH ARE THE AIRPORT
 DH9106'MANAGERS OFFICE AND SHOP.  TURN RIGHT AND GO NORTHEASTERLY BETWEEN THE
 DH9106'TWO BUILDINGS FOR A DISTANCE OF 50.3 M (165 FT) TO A LOCKED GATE IN
 DH9106'THE ANIMAL CONTROL FENCE OF DAWSON COMMUNITY AIRPORT.  GO THROUGH THE
 DH9106'GATE, TURN RIGHT AND GO SOUTHEASTERLY ALONG SAID FENCE FOR A DISTANCE
 DH9106'OF 0.6 KM (0.4 MILES) TO THE STATION ON THE LEFT.  THE MARK IS A 0.083
 DH9106'M (3.25-IN) BRONZE DISK, STAMPED-GDV C 2005--, SET IN A 0.3 M (1 FT)
 DH9106'DIAMETER ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND. MARK IS
 DH9106'175.3 M (575 FT) SOUTHWESTERLY FROM THE CENTERLINE OF RUNWAY 30, 28.6
 DH9106'M (94 FT) NORTHEASTERLY FROM THE CENTERLINE OF DRY CREEK ROAD, 16.4 M
 DH9106'(54 FT) NORTHEASTERLY AN ANIMAL CONTROL FENCE, AND 0.6 M (2 FT) SOUTH
 DH9106'OF A FIBERGLASS WITNESS POST.  THE HH2 GPS IS 470755.5N, 1044803.3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9107 ***********************************************************************
 DH9107  SACS        -  This is a Secondary Airport Control Station.
 DH9107  DESIGNATION -  GDV D
 DH9107  PID         -  DH9107
 DH9107  STATE/COUNTY-  MT/DAWSON
 DH9107  USGS QUAD   -  POVERTY FLAT EAST (1972)
 DH9107
 DH9107                         *CURRENT SURVEY CONTROL
 DH9107  ___________________________________________________________________
 DH9107* NAD 83(1999)-  47 08 23.74751(N)    104 48 43.80136(W)     ADJUSTED  
 DH9107* NAVD 88     -       749.05   (meters)    2457.5    (feet)  GPS OBS   
 DH9107  ___________________________________________________________________
 DH9107  X           -  -1,111,262.992 (meters)                     COMP
 DH9107  Y           -  -4,202,348.068 (meters)                     COMP
 DH9107  Z           -   4,652,897.265 (meters)                     COMP
 DH9107  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DH9107  ELLIP HEIGHT-         732.59  (meters)          (04/21/06) GPS OBS
 DH9107  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 DH9107
 DH9107  HORZ ORDER  -  FIRST
 DH9107  ELLP ORDER  -  FOURTH    CLASS I
 DH9107
 DH9107.This mark is at Dawson Community Airport (GDV)
 DH9107
 DH9107.The horizontal coordinates were established by GPS observations
 DH9107.and adjusted by the MORRISON-MAIERLE INC in April 2006..
 DH9107.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH9107.DATUM ITEM on the data sheet items page.
 DH9107
 DH9107.The orthometric height was determined by GPS observations and a
 DH9107.high-resolution geoid model.
 DH9107
 DH9107.GPS derived orthometric heights for airport stations designated as
 DH9107.PACS or SACS are published to 2 decimal places.  This maintains
 DH9107.centimeter relative accuracy between the PACS and SACS.  It does
 DH9107.not indicate centimeter accuracy relative to other marks which are
 DH9107.part of the NAVD 88 network.
 DH9107
 DH9107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9107
 DH9107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9107
 DH9107.The ellipsoidal height was determined by GPS observations
 DH9107.and is referenced to NAD 83.
 DH9107
 DH9107.The geoid height was determined by GEOID03.
 DH9107
 DH9107;                    North         East     Units Scale Factor Converg.
 DH9107;SPC MT       -   331,756.234   955,178.657   MT  0.99939510   +3 25 45.0
 DH9107;SPC MT       - 1,088,439.09  3,133,788.24   iFT  0.99939510   +3 25 45.0
 DH9107;UTM  13      - 5,220,731.312   514,242.781   MT  0.99960249   +0 08 15.7
 DH9107
 DH9107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9107!SPC MT       -   0.99988518  x   0.99939510  =   0.99928035
 DH9107!UTM  13      -   0.99988518  x   0.99960249  =   0.99948772
 DH9107
 DH9107:                Primary Azimuth Mark                     Grid Az
 DH9107:SPC MT       -  GDV A                                    002 35 27.5
 DH9107:UTM  13      -  GDV A                                    005 52 56.8
 DH9107
 DH9107|---------------------------------------------------------------------|
 DH9107| PID    Reference Object                     Distance      Geod. Az  |
 DH9107|                                                           dddmmss.s |
 DH9107| AD9833 GDV A                               APPROX. 0.5 KM 0060112.5 |
 DH9107|---------------------------------------------------------------------|
 DH9107
 DH9107                          SUPERSEDED SURVEY CONTROL
 DH9107
 DH9107.No superseded survey control is available for this station.
 DH9107
 DH9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN1424320731(NAD 83)
 DH9107_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9107_STAMPING: GDV D 2005
 DH9107_MARK LOGO: MORMAI
 DH9107_PROJECTION: FLUSH
 DH9107_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9107+STABILITY: SURFACE MOTION
 DH9107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9107+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DH9107
 DH9107  HISTORY     - Date     Condition        Report By
 DH9107  HISTORY     - 20050816 MONUMENTED       MORMAI
 DH9107
 DH9107                          STATION DESCRIPTION
 DH9107
 DH9107'DESCRIBED BY MORRISON-MAIERLE INC 2005
 DH9107'DESCRIBED BY MORRISON-MAIERLE INC 2005 (GBG).  STATION IS LOCATED
 DH9107'ABOUT 8.3 KM (5.2 MILES) NORTHWEST OF GLENDIVE AT THE DAWSON COMMUNITY
 DH9107'AIRPORT ON THE SOUTH SIDE OF RUNWAY 12/30 AND ON THE WEST SIDE OF
 DH9107'RUNWAY 2/20.  OWNERSHIP--DAWSON COUNTY.  FROM THE INTERSECTION OF
 DH9107'INTERSTATE 94 AND STATE HIGHWAY 200S, GO WESTERLY ON HIGHWAY 200S FOR
 DH9107'A DISTANCE OF 0.3 KM (0.2 MILES) TO THE INTERSECTION OF HIGHWAY 200S
 DH9107'AND DRY CREEK ROAD.  TURN RIGHT AND GO NORTHERLY ON DRY CREEK ROAD FOR
 DH9107'A DISTANCE OF 6.5 KM (4.0 MILES) TO TWO METAL BUILDINGS ON THE RIGHT,
 DH9107'WHICH ARE ARE THE AIRPORT MANAGERS OFFICE AND SHOP.  TURN RIGHT AND GO
 DH9107'NORTHEASTERLY BETWEEN THE TWO BUILDINGS FOR A DISTANCE OF 50.3 M (165
 DH9107'FT) TO A GATE IN THE ANIMAL CONTROL FENCE OF DAWSON COMMUNITY AIRPORT.
 DH9107'GO THROUGH SAID GATE, TURN LEFT AND GO NORTHWESTERLY ALONG TAXIWAY FOR
 DH9107'A DISTANCE OF 0.6 KM (0.4 MILES) TO THE INTERSECTION OF TAXIWAY AND
 DH9107'RUNWAY 2/20.  CONTINUE NORTHWESTERLY ACROSS RUNWAY 2/20 FOR A DISTANCE
 DH9107'OF 0.1 KM (0.1 MILES) TO THE STATION ON THE RIGHT.  THE MARK IS A
 DH9107'8.3CM (3.25-INCH) BRONZE HORIZONTAL CONTROL DISK, STAMPED--GDV D
 DH9107'2005--, SET IN A 0.3 M (1 FT) DIAMETER ROUND CONCRETE MONUMENT SET
 DH9107'FLUSH WITH THE GROUND.  MARK IS 70.1 M (230 FT) NORTH OF THE EDGE OF
 DH9107'RUNWAY 2/20,  49.0 M (160.6 FT) SOUTHEASTERLY OF THE AWOS NORTH
 DH9107'REFERENCE BENCHMARK, 16.5 M (54.0 FT) EAST OF THE CENTER OF A TWO
 DH9107'TRACK ROAD, 14.2M (46.7 FT) NORTHEAST OF A REBAR CONTROL MARKER, AND
 DH9107'0.6 M (2.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.  THE HH2 GPS IS
 DH9107'470823.9N, 1044843.9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0541 ***********************************************************************
 RW0541  DESIGNATION -  GEARY
 RW0541  PID         -  RW0541
 RW0541  STATE/COUNTY-  MT/BROADWATER
 RW0541  USGS QUAD   -  CANYON FERRY SE (1972)
 RW0541
 RW0541                         *CURRENT SURVEY CONTROL
 RW0541  ___________________________________________________________________
 RW0541* NAD 83(1992)-  46 33 15.54658(N)    111 32 21.43990(W)     ADJUSTED  
 RW0541* NAVD 88     -      1221.     (meters)    4006.     (feet)  SCALED    
 RW0541  ___________________________________________________________________
 RW0541  LAPLACE CORR-          10.42  (seconds)                    DEFLEC99
 RW0541  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 RW0541
 RW0541  HORZ ORDER  -  THIRD
 RW0541
 RW0541.The horizontal coordinates were established by classical geodetic methods
 RW0541.and adjusted by the National Geodetic Survey in July 1992..
 RW0541
 RW0541.The orthometric height was scaled from a topographic map.
 RW0541
 RW0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0541
 RW0541.The geoid height was determined by GEOID03.
 RW0541
 RW0541;                    North         East     Units Scale Factor Converg.
 RW0541;SPC MT       -   258,096.641   443,722.529   MT  0.99942442   -1 29 30.3
 RW0541;SPC MT       -   846,773.76  1,455,782.58   iFT  0.99942442   -1 29 30.3
 RW0541;UTM  12      - 5,155,780.329   458,660.607   MT  0.99962101   -0 23 29.6
 RW0541
 RW0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0541!SPC MT       -   0.99981062  x   0.99942442  =   0.99923515
 RW0541!UTM  12      -   0.99981062  x   0.99962101  =   0.99943170
 RW0541
 RW0541                          SUPERSEDED SURVEY CONTROL
 RW0541
 RW0541  NAD 83(1986)-  46 33 15.51585(N)    111 32 21.46629(W) AD(       ) 3
 RW0541
 RW0541.Superseded values are not recommended for survey control.
 RW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0541.See file dsdata.txt to determine how the superseded data were derived.
 RW0541
 RW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS5866155780(NAD 83)
 RW0541_MARKER: DS = TRIANGULATION STATION DISK
 RW0541_SETTING: 66 = SET IN ROCK OUTCROP
 RW0541_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RW0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0541
 RW0541  HISTORY     - Date     Condition        Report By
 RW0541  HISTORY     - 1885     MONUMENTED       MORC
 RW0541  HISTORY     - 1972     GOOD             USGS
 RW0541
 RW0541                          STATION DESCRIPTION
 RW0541
 RW0541'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RW0541'GEARY IS ON RIGHT BANK, 2 MI. FROM RIVER AT A POINT 2 MI. BELOW BLAKE
 RW0541'FERRY, IS ON A KNOLL IN WILLIAM GEARYS FIELD, AND 900 FT. SW. OF HIS
 RW0541'HOUSE, HIGHEST LAND IN FIELD.  TRIANGULATION STATION IS NEAR CENTER OF
 RW0541'THE SE. 1/4 OF THE NE. 1/4 OF SEC. 12, T 9 N, R 1 E.
 RW0541'
 RW0541'RECOVERED BY USGS IN 1972 AND REDESCRIBED AS FOLLOWS
 RW0541'
 RW0541'THE STATION LOCATED ABOUT 12 MI. (AIRLINE) SE. OF CANYON FERRY,
 RW0541'MONTANA, ON THE HIGHEST LAND IN A FIELD SW. OF HIGHWAY 284, IN
 RW0541'SEC. 12, T 9 N, R 1 E.
 RW0541'
 RW0541'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 284 AND USFS
 RW0541'HIGHWAY 8 IN CANYON FERRY, MONTANA, GO SE. ON STATE HIGHWAY 284 13.5
 RW0541'MI. TO INTERSECTION OF HIGHWAY 284 AND FENCE S., THENCE ACROSS OPEN
 RW0541'FIELD APPROXIMATELY 1350 FT. SW. TO STATION.
 RW0541'
 RW0541'STATION MARK--A MORC 4-1/2 IN. IRON PIPE THAT PROJECTS 1.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1066 ***********************************************************************
 SU1066  DESIGNATION -  GEM PEAK LOOKOUT TOWER
 SU1066  PID         -  SU1066
 SU1066  STATE/COUNTY-  MT/SANDERS
 SU1066  USGS QUAD   -  GEM PEAK (1983)
 SU1066
 SU1066                         *CURRENT SURVEY CONTROL
 SU1066  ___________________________________________________________________
 SU1066* NAD 83(1992)-  47 54 49.47778(N)    115 54 27.02079(W)     ADJUSTED  
 SU1066* NAVD 88     -                                                        
 SU1066  ___________________________________________________________________
 SU1066  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 SU1066  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 SU1066
 SU1066  HORZ ORDER  -  THIRD
 SU1066
 SU1066.The horizontal coordinates were established by classical geodetic methods
 SU1066.and adjusted by the National Geodetic Survey in July 1992..
 SU1066
 SU1066
 SU1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1066
 SU1066.The geoid height was determined by GEOID03.
 SU1066
 SU1066;                    North         East     Units Scale Factor Converg.
 SU1066;SPC MT       -   426,680.028   121,806.410   MT  0.99951657   -4 41 13.6
 SU1066;SPC MT       - 1,399,868.86    399,627.33   iFT  0.99951657   -4 41 13.6
 SU1066;SPC ID W     -   694,189.014   788,227.283   MT  0.99993504   -0 07 00.8
 SU1066;UTM  11      - 5,307,290.882   581,630.416   MT  0.99968188   +0 48 39.0
 SU1066
 SU1066                          SUPERSEDED SURVEY CONTROL
 SU1066
 SU1066  NAD 83(1986)-  47 54 49.47649(N)    115 54 27.02156(W) AD(       ) 4
 SU1066  NAD 27      -  47 54 49.75594(N)    115 54 23.37433(W) AD(       ) 3
 SU1066
 SU1066.Superseded values are not recommended for survey control.
 SU1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1066.See file dsdata.txt to determine how the superseded data were derived.
 SU1066
 SU1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP8163007291(NAD 83)
 SU1066
 SU1066  HISTORY     - Date     Condition        Report By
 SU1066  HISTORY     - 1940     MONUMENTED       CGS
 SU1066  HISTORY     - 1966     SEE DESCRIPTION  USGS
 SU1066
 SU1066                          STATION DESCRIPTION
 SU1066
 SU1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1066'GEM PEAK FOREST SERVICE LOOKOUT TOWER IS IN THE CABINET
 SU1066'NATIONAL FOREST ON A PARTLY TIMBERED N-S RIDGE, 8 MILES SW
 SU1066'OF NOXON, 2-1/2 MILES E OF THE MONTANA-IDAHO STATE LINE, 13
 SU1066'MILES NW OF THE TROUT CREEK RANGER STATION.  THE TOP OF THE
 SU1066'TOWER WAS INTERSECTED.
 SU1066
 SU1066                          STATION RECOVERY (1966)
 SU1066
 SU1066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU1066'STATION DESTROYED.  TOWER DESCRIBED HAS BEEN DESTROYED AND A
 SU1066'NEW ONE BUILT JUST EAST OF THIS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0809 ***********************************************************************
 TM0809  DESIGNATION -  GEORGE
 TM0809  PID         -  TM0809
 TM0809  STATE/COUNTY-  MT/PONDERA
 TM0809  USGS QUAD   -  SAM GEORGE HILL (1985)
 TM0809
 TM0809                         *CURRENT SURVEY CONTROL
 TM0809  ___________________________________________________________________
 TM0809* NAD 83(1992)-  48 10 47.59148(N)    112 02 19.11486(W)     ADJUSTED  
 TM0809* NAVD 88     -      1185.     (meters)    3888.     (feet)  SCALED    
 TM0809  ___________________________________________________________________
 TM0809  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 TM0809  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 TM0809
 TM0809  HORZ ORDER  -  THIRD
 TM0809
 TM0809.The horizontal coordinates were established by classical geodetic methods
 TM0809.and adjusted by the National Geodetic Survey in July 1992..
 TM0809
 TM0809.The orthometric height was scaled from a topographic map.
 TM0809
 TM0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0809
 TM0809.The geoid height was determined by GEOID03.
 TM0809
 TM0809;                    North         East     Units Scale Factor Converg.
 TM0809;SPC MT       -   439,747.204   411,320.774   MT  0.99960096   -1 51 25.3
 TM0809;SPC MT       - 1,442,740.17  1,349,477.60   iFT  0.99960096   -1 51 25.3
 TM0809;UTM  12      - 5,336,815.728   422,792.094   MT  0.99967324   -0 46 26.7
 TM0809
 TM0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0809!SPC MT       -   0.99981657  x   0.99960096  =   0.99941761
 TM0809!UTM  12      -   0.99981657  x   0.99967324  =   0.99948987
 TM0809
 TM0809:                Primary Azimuth Mark                     Grid Az
 TM0809:SPC MT       -  MANSON                                   022 35 50.6
 TM0809:UTM  12      -  MANSON                                   021 30 52.0
 TM0809
 TM0809|---------------------------------------------------------------------|
 TM0809| PID    Reference Object                     Distance      Geod. Az  |
 TM0809|                                                           dddmmss.s |
 TM0809| TM0808 MANSON                              APPROX. 6.8 KM 0204425.3 |
 TM0809| TL0575 KEIL                                APPROX.23.3 KM 0724500.6 |
 TM0809| TL0578 CONRAD                              APPROX. 7.1 KM 1003156.3 |
 TM0809|---------------------------------------------------------------------|
 TM0809
 TM0809                          SUPERSEDED SURVEY CONTROL
 TM0809
 TM0809  NAD 83(1986)-  48 10 47.59474(N)    112 02 19.10580(W) AD(       ) 3
 TM0809  NAD 27      -  48 10 47.70198(N)    112 02 16.01220(W) AD(       ) 3
 TM0809
 TM0809.Superseded values are not recommended for survey control.
 TM0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0809.See file dsdata.txt to determine how the superseded data were derived.
 TM0809
 TM0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU2279236816(NAD 83)
 TM0809_MARKER: DD = SURVEY DISK
 TM0809_SETTING: 80 = SET IN A BOULDER
 TM0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0809+STABILITY: SURFACE MOTION
 TM0809
 TM0809  HISTORY     - Date     Condition        Report By
 TM0809  HISTORY     - 1937     MONUMENTED       USGS
 TM0809
 TM0809                          STATION DESCRIPTION
 TM0809
 TM0809'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 TM0809'STATION IS LOCATED 4.5 MI. W. AND 0.5 MI. N. OF CONRAD, ON HIGHEST
 TM0809'POINT OF SAM GEORGE HILL, T 28 N, R 3 W, IN SW. 1/4 OF SECTION 18,
 TM0809'1.0 MI. W. OF GATE.
 TM0809'
 TM0809'TO REACH STATION FROM CONRAD, DRIVE W. ON SECTION LINE RD. 4.0 MI.,
 TM0809'THENCE TURN RIGHT (N.) ON RD., THROUGH GATE 0.6 MI. TO GAP BETWEEN
 TM0809'HILLS, THENCE TURN LEFT AND FOLLOW RANCH RD. ABOUT 0.6 MI. TO STATION.
 TM0809'
 TM0809'STATION MARK--STANDARD TABLET, STAMPED ---GEORGE 1937---, CEMENTED IN
 TM0809'LARGE BOULDER IN PLACE.
 TM0809'
 TM0809'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---NO. 1---,
 TM0809'CEMENTED IN BOULDER IN PLACE, 56.60 FT. FROM STATION,
 TM0809'S 45 DEG 49 MIN E.
 TM0809'
 TM0809'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---NO. 2---,
 TM0809'CEMENTED IN BOULDER IN PLACE, 93.80 FT. FROM STATION,
 TM0809'S 38 DEG 51 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1495 ***********************************************************************
 SS1495  DESIGNATION -  GERALDINE
 SS1495  PID         -  SS1495
 SS1495  STATE/COUNTY-  MT/CHOUTEAU
 SS1495  USGS QUAD   -  DAMMEL RESERVOIR (1972)
 SS1495
 SS1495                         *CURRENT SURVEY CONTROL
 SS1495  ___________________________________________________________________
 SS1495* NAD 83(1992)-  47 38 14.85020(N)    110 13 20.75531(W)     ADJUSTED  
 SS1495* NAVD 88     -      1002.6    (meters)    3289.     (feet)  VERTCON   
 SS1495  ___________________________________________________________________
 SS1495  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 SS1495  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 SS1495
 SS1495  HORZ ORDER  -  SECOND
 SS1495
 SS1495.The horizontal coordinates were established by classical geodetic methods
 SS1495.and adjusted by the National Geodetic Survey in July 1992..
 SS1495
 SS1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1495
 SS1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1495
 SS1495.The geoid height was determined by GEOID03.
 SS1495
 SS1495;                    North         East     Units Scale Factor Converg.
 SS1495;SPC MT       -   376,656.712   545,742.136   MT  0.99945211   -0 31 42.5
 SS1495;SPC MT       - 1,235,750.37  1,790,492.57   iFT  0.99945211   -0 31 42.5
 SS1495;UTM  12      - 5,276,299.365   558,408.126   MT  0.99964192   +0 34 28.4
 SS1495
 SS1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1495!SPC MT       -   0.99984510  x   0.99945211  =   0.99929730
 SS1495!UTM  12      -   0.99984510  x   0.99964192  =   0.99948708
 SS1495
 SS1495:                Primary Azimuth Mark                     Grid Az
 SS1495:SPC MT       -  GERALDINE AZ MK                          059 30 30.4
 SS1495:UTM  12      -  GERALDINE AZ MK                          058 24 19.5
 SS1495
 SS1495|---------------------------------------------------------------------|
 SS1495| PID    Reference Object                     Distance      Geod. Az  |
 SS1495|                                                           dddmmss.s |
 SS1495| CQ6589 GERALDINE AZ MK                                    0585847.9 |
 SS1495| CQ6590 GERALDINE RM 1                       15.736 METERS 07829     |
 SS1495| CQ6591 GERALDINE RM 2                       21.749 METERS 16205     |
 SS1495|---------------------------------------------------------------------|
 SS1495
 SS1495                          SUPERSEDED SURVEY CONTROL
 SS1495
 SS1495  NAD 83(1986)-  47 38 14.84734(N)    110 13 20.73577(W) AD(       ) 2
 SS1495  NAD 27      -  47 38 14.93470(N)    110 13 18.00870(W) AD(       ) 2
 SS1495  NGVD 29 (07/19/86) 1001.8    (m)         3287.     (f) VERT ANG       
 SS1495
 SS1495.Superseded values are not recommended for survey control.
 SS1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1495.See file dsdata.txt to determine how the superseded data were derived.
 SS1495
 SS1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT5840876299(NAD 83)
 SS1495_MARKER: DS = TRIANGULATION STATION DISK
 SS1495_SETTING: 80 = SET IN A BOULDER
 SS1495_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SS1495
 SS1495  HISTORY     - Date     Condition        Report By
 SS1495  HISTORY     - 1961     MONUMENTED       CGS
 SS1495
 SS1495                          STATION DESCRIPTION
 SS1495
 SS1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1495'THE STATION IS LOCATED ON A PROMINENT SMALL BUTTE ABOUT 8
 SS1495'MILES NORTHWEST OF SQUARE BUTTE AND 3 MILES NORTHEAST OF
 SS1495'GERALDINE.
 SS1495'
 SS1495'TO REACH THE STATION FROM THE CROSSROAD JUST NORTHEAST OF THE
 SS1495'GRAIN ELEVATORS IN GERALDINE, GO EAST FOR 0.3 MILE TO A ROAD
 SS1495'LEFT, OPPOSITE A LARGE NUMBER OF GRAIN BINS.  TURN LEFT AND
 SS1495'GO NORTH FOR 2.5 MILES TO A ROAD RIGHT, TURN RIGHT AND GO
 SS1495'EAST FOR 1.9 MILES TO THE AZIMUTH MARK ON THE LEFT, BESIDE A
 SS1495'FIELD GATE.  CONTINUE EAST FOR 0.3 MILE TO A DRIVEWAY ON THE
 SS1495'RIGHT, TURN RIGHT AND GO SOUTH PAST THE DWELLING FOR 0.25
 SS1495'MILE TO AN EAST-WEST FENCE, TURN RIGHT ALONG THE SOUTH SIDE OF
 SS1495'THE FENCE AND GO WEST FOR 0.8 MILE AROUND THE SOUTH SIDE OF
 SS1495'THE BUTTE TO A LARGE PILE OF FIELD STONE, TURN RIGHT AND GO UP
 SS1495'HILL TO THE END OF TRUCK TRAVEL, ABOUT 0.1 MILE.  PACK
 SS1495'FOR ABOUT 5 MINUTES TO THE HIGHEST POINT OF THE HILL AND
 SS1495'THE STATION.
 SS1495'
 SS1495'THE STATION MARK IS A STANDARD DISK STAMPED GERALDINE 1961,
 SS1495'SET IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 6 INCHES.
 SS1495'IT IS 12 FEET NORTHEAST OF A 4-FOOT CAIRN, 4.9 FEET SOUTHEAST
 SS1495'OF A WITNESS POST AND 4 FEET SOUTH OF A FENCE.
 SS1495'
 SS1495'R.M. 1 IS A STANDARD DISK STAMPED GERALDINE NO 1 1961, SET
 SS1495'IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 12 INCHES.
 SS1495'IT IS 54.9 FEET EAST OF THE WITNESS POST AND 9 FEET NORTH OF
 SS1495'THE FENCE.
 SS1495'
 SS1495'R.M. 2 IS A STANDARD DISK STAMPED GERALDINE NO 2 1961, SET
 SS1495'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS
 SS1495'75.5 FEET SOUTH OF THE WITNESS POST.
 SS1495'
 SS1495'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GERALDINE 1961,
 SS1495'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 SS1495'IT IS 25 FEET NORTH OF THE CENTER OF THE ROAD, 2.8 FEET
 SS1495'WEST OF A WITNESS POST AND 2 FEET EAST OF THE EAST GATEPOST
 SS1495'OF THE WIRE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0365 ***********************************************************************
 SP0365  DESIGNATION -  GETTY ET
 SP0365  PID         -  SP0365
 SP0365  STATE/COUNTY-  MT/RICHLAND
 SP0365  USGS QUAD   -  CRANE NW (1966)
 SP0365
 SP0365                         *CURRENT SURVEY CONTROL
 SP0365  ___________________________________________________________________
 SP0365* NAD 83(1996)-  47 39 42.21857(N)    104 27 45.44749(W)     ADJUSTED  
 SP0365* NAVD 88     -       811.4    (meters)    2662.     (feet)  VERTCON   
 SP0365  ___________________________________________________________________
 SP0365  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 SP0365  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 SP0365
 SP0365  HORZ ORDER  -  THIRD
 SP0365
 SP0365.The horizontal coordinates were established by classical geodetic methods
 SP0365.and adjusted by the National Geodetic Survey in January 1998..
 SP0365
 SP0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0365
 SP0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0365
 SP0365.The geoid height was determined by GEOID03.
 SP0365
 SP0365;                    North         East     Units Scale Factor Converg.
 SP0365;SPC MT       -   391,259.474   977,900.647   MT  0.99945683   +3 41 05.5
 SP0365;SPC MT       - 1,283,659.69  3,208,335.46   iFT  0.99945683   +3 41 05.5
 SP0365;UTM  13      - 5,278,843.601   540,347.104   MT  0.99962000   +0 23 50.0
 SP0365
 SP0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0365!SPC MT       -   0.99987547  x   0.99945683  =   0.99933237
 SP0365!UTM  13      -   0.99987547  x   0.99962000  =   0.99949552
 SP0365
 SP0365:                Primary Azimuth Mark                     Grid Az
 SP0365:SPC MT       -  LOVERING                                 051 00 25.1
 SP0365:UTM  13      -  LOVERING                                 054 17 40.6
 SP0365
 SP0365|---------------------------------------------------------------------|
 SP0365| PID    Reference Object                     Distance      Geod. Az  |
 SP0365|                                                           dddmmss.s |
 SP0365| SP0362 LOVERING                            APPROX. 9.7 KM 0544130.6 |
 SP0365|---------------------------------------------------------------------|
 SP0365
 SP0365                          SUPERSEDED SURVEY CONTROL
 SP0365
 SP0365  NAD 83(1992)-  47 39 42.21854(N)    104 27 45.44704(W) AD(       ) 3
 SP0365  NAD 83(1986)-  47 39 42.21663(N)    104 27 45.44376(W) AD(       ) 3
 SP0365  NAD 27      -  47 39 42.16025(N)    104 27 43.62775(W) AD(       ) 3
 SP0365  NGVD 29 (07/19/86)  810.8    (m)         2660.     (f) VERT ANG       
 SP0365
 SP0365.Superseded values are not recommended for survey control.
 SP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0365.See file dsdata.txt to determine how the superseded data were derived.
 SP0365
 SP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN4034778844(NAD 83)
 SP0365
 SP0365  HISTORY     - Date     Condition        Report By
 SP0365  HISTORY     - 1966     MONUMENTED       USGS
 SP0365  HISTORY     - 1972     GOOD             USGS
 SP0365
 SP0365                          STATION DESCRIPTION
 SP0365
 SP0365'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SP0365'STATION IS 14.7 MI. WSW. OF SIDNEY, 1.9 MI. NE. OF THE GETTYSBURG
 SP0365'SIDING, AND IN SW. CORNER OF SEC. 18, T 22 N, R 57 E.
 SP0365'
 SP0365'TO REACH FROM SIDNEY, MONTANA, GO 2.1 MI. S. ON STATE HIGHWAY 16 TO
 SP0365'JUNCTION OF STATE HIGHWAY 20, GO RIGHT (W.) ON STATE HIGHWAY 20 13.7
 SP0365'MI. TO N-S. GRAVEL RD., GO LEFT (S.) 2.6 MI. TO TOP OF DIVIDE, LEAVE
 SP0365'RD. AND GO LEFT (SE.) 0.15 MI. TO S. EDGE OF BROAD GRASSY TOP AND
 SP0365'STATION.
 SP0365'
 SP0365'RECOVERED.
 SP0365'
 SP0365'STATION MARK--STANDARD ALUMINUM TABLET, SET IN CONCRETE POST
 SP0365'PROJECTING 0.2 FT., AND STAMPED ---GETTY-ET 1966---.
 SP0365'
 SP0365'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1521 ***********************************************************************
 SS1521  DESIGNATION -  GEYSER
 SS1521  PID         -  SS1521
 SS1521  STATE/COUNTY-  MT/JUDITH BASIN
 SS1521  USGS QUAD   -  BYRNE CREEK (1995)
 SS1521
 SS1521                         *CURRENT SURVEY CONTROL
 SS1521  ___________________________________________________________________
 SS1521* NAD 83(1992)-  47 17 21.91417(N)    110 34 17.53999(W)     ADJUSTED  
 SS1521* NAVD 88     -      1452.9    (meters)    4767.     (feet)  VERTCON   
 SS1521  ___________________________________________________________________
 SS1521  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 SS1521  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 SS1521
 SS1521  HORZ ORDER  -  SECOND
 SS1521
 SS1521.The horizontal coordinates were established by classical geodetic methods
 SS1521.and adjusted by the National Geodetic Survey in July 1992..
 SS1521
 SS1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1521
 SS1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1521
 SS1521.The geoid height was determined by GEOID03.
 SS1521
 SS1521;                    North         East     Units Scale Factor Converg.
 SS1521;SPC MT       -   338,288.040   518,994.981   MT  0.99940428   -0 47 01.8
 SS1521;SPC MT       - 1,109,868.90  1,702,739.44   iFT  0.99940428   -0 47 01.8
 SS1521;UTM  12      - 5,237,416.198   532,397.662   MT  0.99961290   +0 18 53.4
 SS1521
 SS1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1521!SPC MT       -   0.99977433  x   0.99940428  =   0.99917875
 SS1521!UTM  12      -   0.99977433  x   0.99961290  =   0.99938732
 SS1521
 SS1521:                Primary Azimuth Mark                     Grid Az
 SS1521:SPC MT       -  MERINO                                   104 09 07.6
 SS1521:UTM  12      -  MERINO                                   103 03 12.4
 SS1521
 SS1521|---------------------------------------------------------------------|
 SS1521| PID    Reference Object                     Distance      Geod. Az  |
 SS1521|                                                           dddmmss.s |
 SS1521| SS1516 MERINO                              APPROX.15.1 KM 1032205.8 |
 SS1521| CQ6595 GEYSER RM 1                          12.309 METERS 10931     |
 SS1521| CQ6596 GEYSER RM 2                          10.892 METERS 31921     |
 SS1521|---------------------------------------------------------------------|
 SS1521
 SS1521                          SUPERSEDED SURVEY CONTROL
 SS1521
 SS1521  NAD 83(1986)-  47 17 21.91150(N)    110 34 17.52233(W) AD(       ) 2
 SS1521  NAD 27      -  47 17 22.04100(N)    110 34 14.74820(W) AD(       ) 2
 SS1521  NGVD 29 (07/19/86) 1451.9    (m)         4763.     (f) VERT ANG       
 SS1521
 SS1521.Superseded values are not recommended for survey control.
 SS1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1521.See file dsdata.txt to determine how the superseded data were derived.
 SS1521
 SS1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT3239837416(NAD 83)
 SS1521_MARKER: DS = TRIANGULATION STATION DISK
 SS1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1521
 SS1521  HISTORY     - Date     Condition        Report By
 SS1521  HISTORY     - 1961     MONUMENTED       CGS
 SS1521
 SS1521                          STATION DESCRIPTION
 SS1521
 SS1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1521'THE STATION IS LOCATED ABOUT 3.8 MILES WEST AND 2 MILES NORTH
 SS1521'OF GEYSER, 1 MILE NORTH OF THE GREAT NORTHERN RAILROAD AT
 SS1521'THE WEST END OF A FLAT RIDGE WHERE IT DROPS OFF INTO A LARGE
 SS1521'VALLEY.
 SS1521'
 SS1521'TO REACH THE STATION FROM THE POSTOFFICE IN GEYSER, GO EAST ON
 SS1521'A GRAVELED STREET FOR 0.2 MILE TO A CROSSROADS, TURN LEFT,
 SS1521'NORTH, GO 1.1 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD ON THE
 SS1521'GRAVELED ROAD FOR 3.5 MILES TO A Y-FORK TAKE THE LEFT FORK
 SS1521'AND GO WESTERLY FOR 3.6 MILES TO A SIDE ROAD LEFT AND SIGN CARIO
 SS1521'HILL, TURN LEFT, CROSS A CATTLE GUARD AND GO SOUTH FOR 1.0
 SS1521'1.0 MILE TO A WIRE GATE THAT IS JUST WEST OF A RED BARN.
 SS1521'PASS THROUGH THE GATE AND GO SOUTHWEST FOR 0.1 MILE TO A
 SS1521'WIRE GATE, PASS THROUGH THE GATE AND CONTINUE SOUTHWEST ON
 SS1521'A TRACK ROAD FOR 0.25 MILE TO A DIM TRACK ROAD LEFT, TURN
 SS1521'LEFT, GO SOUTH AND SOUTHWEST FOR 1.2 MILES TO A WIRE GATE.
 SS1521'PASS THROUGH THE GATE AND GO SOUTH FOR 0.45 MILE ON THE
 SS1521'TRACK ROAD TO THE EDGE OF A BLUFF, TURN LEFT AND FOLLOW THE
 SS1521'RIM EASTERLY FOR 0.7 MILE TO THE STATION AT THE SOUTH POINT
 SS1521'OF THE RIDGE.
 SS1521'
 SS1521'THE STATION MARK, STAMPED GEYSER 1961, IS A STANDARD DISK
 SS1521'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 SS1521'4 INCHES.  IT IS 198 FEET SOUTH OF THE CENTER OF A TRACK
 SS1521'ROAD, 25 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF AND 3 FEET
 SS1521'NORTH OF A WITNESS POST.
 SS1521'
 SS1521'REFERENCE MARK NO 1, STAMPED GEYSER NO 1 1961, IS A STANDARD
 SS1521'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 SS1521'PROJECTS 3 INCHES.  IT IS 41 FEET EAST OF A WITNESS POST AND 7
 SS1521'FEET NORTH OF THE SOUTH EDGE OF THE BLUFF.
 SS1521'
 SS1521'REFERENCE MARK NO 2, STAMPED GEYSER NO 2 1961, IS A STANDARD
 SS1521'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 SS1521'PROJECTS 3 INCHES.  IT IS 37 FEET NORTHWEST OF A WITNESS
 SS1521'POST, 36 FEET EAST OF THE WEST EDGE OF THE BLUFF AND 2 FEET
 SS1521'LOWER THAN THE STATION.
 SS1521'
 SS1521'THE DISTANCE BETWEEN REFERENCE MARKS IS 73.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9061 ***********************************************************************
 AD9061  DESIGNATION -  GG 566
 AD9061  PID         -  AD9061
 AD9061  STATE/COUNTY-  MT/CARTER
 AD9061  USGS QUAD   -  HAMMOND (1970)
 AD9061
 AD9061                         *CURRENT SURVEY CONTROL
 AD9061  ___________________________________________________________________
 AD9061* NAD 83(1986)-  45 14 42.     (N)    104 58 50.     (W)     SCALED    
 AD9061* NAVD 88     -      1060.529  (meters)    3479.42   (feet)  ADJUSTED  
 AD9061  ___________________________________________________________________
 AD9061  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 AD9061  DYNAMIC HT  -        1060.280 (meters)    3478.60  (feet)  COMP
 AD9061  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 AD9061
 AD9061  VERT ORDER  -  FIRST     CLASS II
 AD9061
 AD9061.The horizontal coordinates were scaled from a topographic map and have
 AD9061.an estimated accuracy of +/- 6 seconds.
 AD9061
 AD9061.The orthometric height was determined by differential leveling
 AD9061.and adjusted by the National Geodetic Survey in July 1998..
 AD9061
 AD9061.The geoid height was determined by GEOID03.
 AD9061
 AD9061.The dynamic height is computed by dividing the NAVD 88
 AD9061.geopotential number by the normal gravity value computed on the
 AD9061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9061.degrees latitude (g = 980.6199 gals.).
 AD9061
 AD9061.The modeled gravity was interpolated from observed gravity values.
 AD9061
 AD9061;                    North         East    Units  Estimated Accuracy
 AD9061;SPC MT       -   120,820.      954,580.      MT  (+/- 180 meters Scaled)
 AD9061
 AD9061                          SUPERSEDED SURVEY CONTROL
 AD9061
 AD9061.No superseded survey control is available for this station.
 AD9061
 AD9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL015101(NAD 83)
 AD9061_MARKER: I = METAL ROD
 AD9061_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9061_STAMPING: GG 566 1995
 AD9061_MARK LOGO: NGS   
 AD9061_PROJECTION: FLUSH
 AD9061_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9061+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9061_ROD/PIPE-DEPTH: 4.2  meters
 AD9061_SLEEVE-DEPTH  : 0.9 meters
 AD9061
 AD9061  HISTORY     - Date     Condition        Report By
 AD9061  HISTORY     - 1995     MONUMENTED       NGS
 AD9061
 AD9061                          STATION DESCRIPTION
 AD9061
 AD9061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9061'4.8 KM (3.00 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD9061'OFFICE IN BOYES, 24.0 M (78.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 AD9061'3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 AD9061'SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AD9061'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AD9061'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9828 ***********************************************************************
 AD9828  SACS        -  This is a Secondary Airport Control Station.
 AD9828  DESIGNATION -  GGW AP STA A
 AD9828  PID         -  AD9828
 AD9828  STATE/COUNTY-  MT/VALLEY
 AD9828  USGS QUAD   -  WHATELY (1978)
 AD9828
 AD9828                         *CURRENT SURVEY CONTROL
 AD9828  ___________________________________________________________________
 AD9828* NAD 83(1999)-  48 13 07.63492(N)    106 37 29.35677(W)     ADJUSTED  
 AD9828* NAVD 88     -       696.71   (meters)    2285.8    (feet)  GPS OBS   
 AD9828  ___________________________________________________________________
 AD9828  X           -  -1,218,246.113 (meters)                     COMP
 AD9828  Y           -  -4,080,068.470 (meters)                     COMP
 AD9828  Z           -   4,733,627.003 (meters)                     COMP
 AD9828  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AD9828  ELLIP HEIGHT-         679.83  (meters)          (01/29/02) GPS OBS
 AD9828  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 AD9828
 AD9828  HORZ ORDER  -  FIRST
 AD9828  ELLP ORDER  -  THIRD     CLASS II
 AD9828
 AD9828.This mark is at Glasgow Intl Airport (GGW)
 AD9828
 AD9828.The horizontal coordinates were established by GPS observations
 AD9828.and adjusted by the National Geodetic Survey in January 2002..
 AD9828.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9828.DATUM ITEM on the data sheet items page.
 AD9828
 AD9828.The orthometric height was determined by GPS observations and a
 AD9828.high-resolution geoid model.
 AD9828
 AD9828.GPS derived orthometric heights for airport stations designated as
 AD9828.PACS or SACS are published to 2 decimal places.  This maintains
 AD9828.centimeter relative accuracy between the PACS and SACS.  It does
 AD9828.not indicate centimeter accuracy relative to other marks which are
 AD9828.part of the NAVD 88 network.
 AD9828
 AD9828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9828
 AD9828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9828
 AD9828.The ellipsoidal height was determined by GPS observations
 AD9828.and is referenced to NAD 83.
 AD9828
 AD9828.The geoid height was determined by GEOID03.
 AD9828
 AD9828;                    North         East     Units Scale Factor Converg.
 AD9828;SPC MT       -   444,932.549   813,522.260   MT  0.99961514   +2 06 11.5
 AD9828;SPC MT       - 1,459,752.46  2,669,036.29   iFT  0.99961514   +2 06 11.5
 AD9828;UTM  13      - 5,341,894.264   379,310.794   MT  0.99977897   -1 12 42.4
 AD9828
 AD9828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9828!SPC MT       -   0.99989346  x   0.99961514  =   0.99950864
 AD9828!UTM  13      -   0.99989346  x   0.99977897  =   0.99967246
 AD9828
 AD9828:                Primary Azimuth Mark                     Grid Az
 AD9828:SPC MT       -  GGW ARP                                  142 59 29.1
 AD9828:UTM  13      -  GGW ARP                                  146 18 23.0
 AD9828
 AD9828|---------------------------------------------------------------------|
 AD9828| PID    Reference Object                     Distance      Geod. Az  |
 AD9828|                                                           dddmmss.s |
 AD9828| AD9826 GGW ARP                             APPROX. 0.7 KM 1450540.6 |
 AD9828|---------------------------------------------------------------------|
 AD9828
 AD9828                          SUPERSEDED SURVEY CONTROL
 AD9828
 AD9828.No superseded survey control is available for this station.
 AD9828
 AD9828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP7931141894(NAD 83)
 AD9828_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9828_STAMPING: AP 1966 STA. A
 AD9828_MARK LOGO: CGS   
 AD9828_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9828+STABILITY: SURFACE MOTION
 AD9828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9828+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 AD9828
 AD9828  HISTORY     - Date     Condition        Report By
 AD9828  HISTORY     - 1966     MONUMENTED       CGS
 AD9828  HISTORY     - 19860630 GOOD             NGS
 AD9828  HISTORY     - 20010613 GOOD             NGS
 AD9828
 AD9828                          STATION DESCRIPTION
 AD9828
 AD9828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AD9828'THE STATION IS LOCATED ON THE GLASGOW INTL AIRPORT NEAR STOPWAY END
 AD9828'12, IT IS APPROXIMATELY 0.7 MILES (1.1 KM) NORTH OF THE AIRPORT
 AD9828'TERMIANL BUILDING, 124.80 FT (38.04 M) NE OF THE CENTERLINE OF RUNWAY
 AD9828'12, 95.79 SW OF A FENCE CORNER, 75.32 FT (22.96 M) NE OF THE NE EDGE
 AD9828'OF RUNWAY 12/30, AND 65.45 FT (19.95 M) NE OF THE NORTHWESTERN MOST
 AD9828'THRESHOLD LIGHT.  THE STATION IS A STANDARD TOPOGRAPHIC STATION DISK
 AD9828'THAT IS STAMPED AP 1966 STA A, AND IT IS SET IN THE TOP OF AN 8 INCH
 AD9828'CONCRETE POST.
 AD9828
 AD9828                          STATION RECOVERY (2001)
 AD9828
 AD9828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AD9828'THE STATION IS LOCATED NEAR THE NORTH EDGE OF GLASGOW AT THE
 AD9828'GLASGOW INTERNATIONAL AIRPORT.  ALONG THE NORTHWEST EDGE OF AN
 AD9828'ABANDONED TAXIWAY, NORTHEAST OF AND IN LINE WITH THE NORTHWEST
 AD9828'END OF THE STOPWAY FOR RUNWAY END 12.
 AD9828' 
 AD9828'OWNERSHIP--CITY OF GLASGOW, C/O AIRPORT MANAGER LELAND BLATTER,
 AD9828'100 AIRPORT ROAD, GLASGOW, MT.  59230  PHONE OFFICE  406-228-4023
 AD9828'CELL  406-263-8424  OR HOME  406-785-4191
 AD9828' 
 AD9828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 AD9828'AIRPORT ROAD ON THE NORTHWEST SIDE OF GLASGOW, GO NORTHEAST
 AD9828'AND EASTERLY ON AIRPORT ROAD FOR 1.36 KM TO THE AIRPORT ENTRANCE
 AD9828'ROAD ON THE LEFT.  TURN LEFT, NORTH-NORTHEAST ON THE ENTRANCE
 AD9828'ROAD FOR 0.16 KM TO THE AIRPORT PARKING LOT ON THE LEFT.  TURN LEFT,
 AD9828'WEST-NORTHWEST FOR 0.09 KM CROSSING THE PARKING LOT TO A GATE.
 AD9828'PASS THROUGH THE GATE TO AN APRON AND TAXIWAY C.  TURN RIGHT,
 AD9828'NORTH-NORTHEAST ON TAXIWAY C FOR 0.96 KM CROSSING RUNWAY END
 AD9828'7 TO THE JUNCTION OF THE STOPWAY FOR RUNWAY END 12.  BEAR LEFT,
 AD9828'NORTHWEST ON THE STOPWAY FOR 0.16 KM TO THE NORTH CORNER OF
 AD9828'THE STOPWAY AND AN ABANDONED TAXIWAY AND THE STATION ON THE
 AD9828'NORTHWEST EDGE.
 AD9828' 
 AD9828'NOTE--THE DATUM POINT IS THE CENTER OF A LARGE DIMPLE CAST IN THE
 AD9828'TOP OF A STANDARD BRASS CGS TOPOGRAPHIC STATION DISK SET IN TOP
 AD9828'OF AN 8-INCH CONCRETE POST.
 AD9828' 
 AD9828'STATION IS 38.1 M NORTHEAST OF THE EXTENDED CENTERLINE OF RUNWAY
 AD9828'END 12, 22.95 M NORTHEAST OF THE STOPWAY'S NORTHEAST EDGE, AND
 AD9828'THE MONUMENT IS LEVEL WITH THE TAXIWAY AND FLUSH WITH THE
 AD9828'GROUND SURFACE.  BY R.G. HAYES
 AD9828' 
 AD9828'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AD9828' 
 AD9828' 
 AD9828'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9826 ***********************************************************************
 AD9826  PACS        -  This is a Primary Airport Control Station.
 AD9826  DESIGNATION -  GGW ARP
 AD9826  PID         -  AD9826
 AD9826  STATE/COUNTY-  MT/VALLEY
 AD9826  USGS QUAD   -  WHATELY (1978)
 AD9826
 AD9826                         *CURRENT SURVEY CONTROL
 AD9826  ___________________________________________________________________
 AD9826* NAD 83(1999)-  48 12 47.91654(N)    106 37 08.77165(W)     ADJUSTED  
 AD9826* NAVD 88     -       698.17   (meters)    2290.6    (feet)  GPS OBS   
 AD9826  ___________________________________________________________________
 AD9826  X           -  -1,217,969.099 (meters)                     COMP
 AD9826  Y           -  -4,080,626.183 (meters)                     COMP
 AD9826  Z           -   4,733,222.225 (meters)                     COMP
 AD9826  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AD9826  ELLIP HEIGHT-         681.29  (meters)          (01/29/02) GPS OBS
 AD9826  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 AD9826
 AD9826  HORZ ORDER  -  B
 AD9826  ELLP ORDER  -  THIRD     CLASS I
 AD9826
 AD9826.This mark is at Glasgow Intl Airport (GGW)
 AD9826
 AD9826.The horizontal coordinates were established by GPS observations
 AD9826.and adjusted by the National Geodetic Survey in January 2002..
 AD9826.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9826.DATUM ITEM on the data sheet items page.
 AD9826
 AD9826.The orthometric height was determined by GPS observations and a
 AD9826.high-resolution geoid model.
 AD9826
 AD9826.GPS derived orthometric heights for airport stations designated as
 AD9826.PACS or SACS are published to 2 decimal places.  This maintains
 AD9826.centimeter relative accuracy between the PACS and SACS.  It does
 AD9826.not indicate centimeter accuracy relative to other marks which are
 AD9826.part of the NAVD 88 network.
 AD9826
 AD9826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9826
 AD9826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9826
 AD9826.The ellipsoidal height was determined by GPS observations
 AD9826.and is referenced to NAD 83.
 AD9826
 AD9826.The geoid height was determined by GEOID03.
 AD9826
 AD9826;                    North         East     Units Scale Factor Converg.
 AD9826;SPC MT       -   444,339.750   813,969.104   MT  0.99961311   +2 06 26.6
 AD9826;SPC MT       - 1,457,807.58  2,670,502.31   iFT  0.99961311   +2 06 26.6
 AD9826;UTM  13      - 5,341,276.518   379,722.680   MT  0.99977775   -1 12 26.6
 AD9826
 AD9826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9826!SPC MT       -   0.99989323  x   0.99961311  =   0.99950639
 AD9826!UTM  13      -   0.99989323  x   0.99977775  =   0.99967101
 AD9826
 AD9826:                Primary Azimuth Mark                     Grid Az
 AD9826:SPC MT       -  GLASGOW 2                                047 59 03.7
 AD9826:UTM  13      -  GLASGOW 2                                051 17 56.9
 AD9826
 AD9826|---------------------------------------------------------------------|
 AD9826| PID    Reference Object                     Distance      Geod. Az  |
 AD9826|                                                           dddmmss.s |
 AD9826| TJ0615 GLASGOW 2                           472.945 METERS 0500530.3 |
 AD9826| AD9828 GGW AP STA A                        APPROX. 0.7 KM 3250556.0 |
 AD9826|---------------------------------------------------------------------|
 AD9826
 AD9826                          SUPERSEDED SURVEY CONTROL
 AD9826
 AD9826.No superseded survey control is available for this station.
 AD9826
 AD9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP7972341277(NAD 83)
 AD9826_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9826_STAMPING: A.R.P. 1966
 AD9826_MARK LOGO: CGS   
 AD9826_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9826+STABILITY: SURFACE MOTION
 AD9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9826+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2001
 AD9826
 AD9826  HISTORY     - Date     Condition        Report By
 AD9826  HISTORY     - 1966     MONUMENTED       CGS
 AD9826  HISTORY     - 19860630 GOOD             NGS
 AD9826  HISTORY     - 20010613 GOOD             NGS
 AD9826
 AD9826                          STATION DESCRIPTION
 AD9826
 AD9826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (HSK)
 AD9826'THE STATION IS LOCATED AT THE CENTER OF THE AIRPORT, APPROXIMATELY 650
 AD9826'FT (198.1 M) WNW OF THE CENTERLINE INTERSECTION OF RUNWAYS 7-25 AND
 AD9826'12-30.  THE STATION IS 150.7 FT (45.9 M) NW OF THE THIRD RWY LIGHT W
 AD9826'OF THE INTERSECTION, 166.8 FT (50.8 M) NE OF THE FOURTH RWY LIGHT, 177
 AD9826'FT (53.9 M) N OF THE CENTERLINE OF RWY 7-25, AND 288 FT (87.8 M) SW OF
 AD9826'THE SECOND RWY LIGHT NW OF THE INTERSECTION.  THE STATION IS A
 AD9826'STANDARD TOPOGRAPHIC DISK SET IN A CONCRETE POST FLUSH WITH THE
 AD9826'GROUND.
 AD9826
 AD9826                          STATION RECOVERY (2001)
 AD9826
 AD9826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AD9826'THE STATION IS LOCATED NEAR THE NORTH EDGE OF GLASGOW AT THE
 AD9826'GLASGOW INTERNATIONAL AIRPORT.  AT THE CENTER OF THE AIRPORT
 AD9826'NEAR AND WEST-NORTHWEST OF THE EAST CORNER OF A LARGE GRASS
 AD9826'TRIANGLE FORMED BY RUNWAYS 7-25 AND 12-30 AND TAXIWAY C.
 AD9826' 
 AD9826'OWNERSHIP--CITY OF GLASGOW, C/O AIRPORT MANAGER LELAND BLATTER,
 AD9826'100 AIRPORT ROAD, GLASGOW, MT.  59230   PHONE OFFICE  406-228-4023
 AD9826'CELL  406-263-8424  OR HOME  406-785-4191
 AD9826' 
 AD9826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 AD9826'AIRPORT ROAD ON THE NORTHWEST SIDE OF GLASGOW, GO NORTHEAST
 AD9826'AND EASTERLY ON AIRPORT ROAD FOR 1.36 KM TO THE AIRPORT ENTRANCE
 AD9826'ROAD ON THE LEFT.  TURN LEFFT, NORTH-NORTHEAST ON THE ENTRANCE
 AD9826'ROAD FOR 0.16 KM TO THE AIRPORT PARKING LOT ON THE LEFT.  TURN LEFT,
 AD9826'WEST-NORTHWEST FOR 0.09 KM CROSSING THE PARKING LOT TO A GATE.
 AD9826'PASS THROUGH THE GATE TO AN APRON AND TAXIWAY C.  TURN RIGHT,
 AD9826'NORTH-NORTHEAST ON TAXIWAY C FOR 0.48 KM TO THE INTERSECTION OF
 AD9826'RUNWAY 7-25.  TURN RIGHT, EAST FOR 0.48 KM ON RUNWAY 7-25 TO THE
 AD9826'STATION ON THE LEFT, MARKED BY AN ARROW PAINTED ON THE NORTH
 AD9826'EDGE OF THE OLD RUNWAY EDGE.
 AD9826' 
 AD9826'NOTE--THE DATUM POINT IS THE CENTER OF A LARGE DIMPLE CAST IN THE
 AD9826'TOP CENTER OF A STANDARD BRASS CGS TOPOGRAPHIC STATION DISK SET
 AD9826'IN TOP OF AN 8-INCH CONCRETE POST.
 AD9826' 
 AD9826'STATION IS 198.1 M WEST-NORTHWEST OF THE CENTERLINE INTERSECTION
 AD9826'OF RUNWAYS 7-25 AND 12-30, 87.78 M SOUTHWEST OF THE THIRD RUNWAY
 AD9826'LIGHT NORTHWEST OF THE INTERSECTION, 53.95 M NORTH OF THE RUNWAY
 AD9826'7-25 CENTERLINE, 50.84 M NORTHEAST OF THE FOURTH RUNWAY LIGHT
 AD9826'WEST OF THE INTERSECTION, 45.9 M NORTHWEST OF THE THIRD RUNWAY
 AD9826'LIGHT WEST OF THE INTERSECTION, AND THE MONUMENT IS ABOUT LEVEL
 AD9826'WITH THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY R.G.
 AD9826'HAYES
 AD9826' 
 AD9826'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AD9826' 
 AD9826' 
 AD9826' 
 AD9826'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0867 ***********************************************************************
 TN0867  DESIGNATION -  GIBRALTER
 TN0867  PID         -  TN0867
 TN0867  STATE/COUNTY-  MT/LINCOLN
 TN0867  USGS QUAD   -  STAHL PEAK (1983)
 TN0867
 TN0867                         *CURRENT SURVEY CONTROL
 TN0867  ___________________________________________________________________
 TN0867* NAD 83(1992)-  48 52 58.19106(N)    114 51 04.09782(W)     ADJUSTED  
 TN0867* NAVD 88     -      2175.8    (meters)    7138.     (feet)  VERTCON   
 TN0867  ___________________________________________________________________
 TN0867  LAPLACE CORR-           8.44  (seconds)                    DEFLEC99
 TN0867  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 TN0867
 TN0867  HORZ ORDER  -  FIRST
 TN0867
 TN0867.The horizontal coordinates were established by classical geodetic methods
 TN0867.and adjusted by the National Geodetic Survey in July 1992..
 TN0867
 TN0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0867
 TN0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0867
 TN0867.The geoid height was determined by GEOID03.
 TN0867
 TN0867;                    North         East     Units Scale Factor Converg.
 TN0867;SPC MT       -   528,238.191   207,862.652   MT  0.99993005   -3 54 51.8
 TN0867;SPC MT       - 1,733,064.93    681,964.08   iFT  0.99993005   -3 54 51.8
 TN0867;UTM  11      - 5,416,656.846   657,536.566   MT  0.99990489   +1 37 09.2
 TN0867
 TN0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0867!SPC MT       -   0.99966155  x   0.99993005  =   0.99959162
 TN0867!UTM  11      -   0.99966155  x   0.99990489  =   0.99956647
 TN0867
 TN0867:                Primary Azimuth Mark                     Grid Az
 TN0867:SPC MT       -  MOUNT WAM LOOKOUT HOUSE                  024 02 43.6
 TN0867:UTM  11      -  MOUNT WAM LOOKOUT HOUSE                  018 30 42.6
 TN0867
 TN0867|---------------------------------------------------------------------|
 TN0867| PID    Reference Object                     Distance      Geod. Az  |
 TN0867|                                                           dddmmss.s |
 TN0867| TN0869 MOUNT WAM LOOKOUT HOUSE             APPROX. 8.6 KM 0200751.8 |
 TN0867| CH7401 GIBRALTER AZ MK                                    1540101.9 |
 TN0867| CH7402 GIBRALTER RM 1                       12.934 METERS 16731     |
 TN0867| CH7403 GIBRALTER RM 2                        8.686 METERS 29954     |
 TN0867|---------------------------------------------------------------------|
 TN0867
 TN0867                          SUPERSEDED SURVEY CONTROL
 TN0867
 TN0867  NAD 83(1986)-  48 52 58.20041(N)    114 51 04.09501(W) AD(       ) 1
 TN0867  NAD 27      -  48 52 58.31440(N)    114 51 00.51963(W) AD(       ) 1
 TN0867  NGVD 29 (07/19/86) 2174.4    (m)         7134.     (f) VERT ANG       
 TN0867
 TN0867.Superseded values are not recommended for survey control.
 TN0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0867.See file dsdata.txt to determine how the superseded data were derived.
 TN0867
 TN0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ5753716657(NAD 83)
 TN0867_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0867_SETTING: 80 = SET IN A BOULDER
 TN0867_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TN0867
 TN0867  HISTORY     - Date     Condition        Report By
 TN0867  HISTORY     - 1960     MONUMENTED       CGS
 TN0867  HISTORY     - 1963     GOOD             USGS
 TN0867
 TN0867                          STATION DESCRIPTION
 TN0867
 TN0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0867'THE STATION IS ON THE APPROXIMATE CENTER OF A FLAT-TOPPED HILL
 TN0867'AT THE NORTH END OF A NORTH-SOUTH RIDGE, DROPPING SHARPLY TO
 TN0867'THE NORTH AND SLOPING TO THE SOUTH.  IT IS AT THE SITE OF AN
 TN0867'OLD LOOKOUT HOUSE, THE FLOOR IS ALL THAT REMAINS.  IT IS ABOUT
 TN0867'9 MILES EAST OF EUREKA, 6-1/2 MILES WEST OF THE LINCOLN-FLATHEAD
 TN0867'COUNTY LINE, 2 MILES NORTH OF MT GIBRALTER AND IN SECTION 17,
 TN0867'T 36 N, R 25 W.
 TN0867'
 TN0867'THIS STATION WAS REACHED BY HELICOPTER.  IT CAN ALSO BE
 TN0867'REACHED BY TRUCK FROM EUREKA, BY GOING SOUTHEAST ON U.S. HIGHWAY
 TN0867'93 FOR ABOUT 4-1/2 MILES TO A FORK (ABOUT 1/4 MILE AFTER CROSSING
 TN0867'LICK CREEK), TURN LEFT AND GO SOUTHEAST AND NORTHEAST FOR
 TN0867'ABOUT 2-1/2 MILES TO A FORK AT THE NORTH END OF LICK LAKE,
 TN0867'TURN LEFT AND GO NORTH AND NORTHEAST ABOUT 3-1/2 MILES TO THE
 TN0867'END OF TRUCK TRAVEL, PACK EASTERLY ABOUT 1 MILE TO FOREST
 TN0867'SERVICE TRAIL NO. 335, GO SOUTHEAST ON THE TRAIL FOR ABOUT 1
 TN0867'1/2 MILES TO THE HIGHEST POINT AND THE STATION, CONTINUE
 TN0867'SOUTHEAST ALONG THE TOP OF THE RIDGE FOR 0.2 MILE TO THE
 TN0867'AZIMUTH MARK ON THE LEFT.
 TN0867'
 TN0867'THE STATION MARK IS A STANDARD DISK, STAMPED GIBRALTER 1960,
 TN0867'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 2 FOOT BOULDER
 TN0867'PROJECTING 4 INCHES.  IT IS 16 FEET SOUTH OF THE CENTER OF
 TN0867'THE FLOOR OF THE OLD LOOKOUT HOUSE.
 TN0867'
 TN0867'REFERENCE MARK 1 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE
 TN0867'IN THE TOP OF A 2 X 6 FOOT BOULDER PROJECTING 10 INCHES.
 TN0867'IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 TN0867'
 TN0867'REFERENCE MARK 2 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE
 TN0867'IN THE TOP OF OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 TN0867'GIBRALTER NO 2 1960.  IT IS AT THE SOUTH END OF THE RIDGE
 TN0867'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TN0867'
 TN0867'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GIBRALTER 1960,
 TN0867'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 X 2 FOOT OUTCROP
 TN0867'OF BEDROCK PROJECTING 1 FOOT.  IT IS 21 FOOT NORTH OF A
 TN0867'10-INCH PINE TREE WITH A TRIANGLE BLAZE ON THE NORTHWEST SIDE,
 TN0867'20 FOOT NORTH OF THE CENTER OF THE RIDGE AND 1 FOOT NORTH OF
 TN0867'A CAIRN.
 TN0867
 TN0867                          STATION RECOVERY (1963)
 TN0867
 TN0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JTD)
 TN0867'STATION MARK- STANDARD USC AND GS DISK STAMPED, -GIBRALTER 1960-
 TN0867'CEMENTED IN DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0676 ***********************************************************************
 QX0676  DESIGNATION -  GIBSON
 QX0676  PID         -  QX0676
 QX0676  STATE/COUNTY-  MT/PARK
 QX0676  USGS QUAD   -  HUNTERS HOT SPRINGS (1980)
 QX0676
 QX0676                         *CURRENT SURVEY CONTROL
 QX0676  ___________________________________________________________________
 QX0676* NAD 83(1992)-  45 51 52.42780(N)    110 21 51.98090(W)     ADJUSTED  
 QX0676* NAVD 88     -      1924.2    (meters)    6313.     (feet)  VERTCON   
 QX0676  ___________________________________________________________________
 QX0676  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 QX0676  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 QX0676
 QX0676  HORZ ORDER  -  THIRD
 QX0676
 QX0676.The horizontal coordinates were established by classical geodetic methods
 QX0676.and adjusted by the National Geodetic Survey in July 1992..
 QX0676
 QX0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0676
 QX0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0676
 QX0676.The geoid height was determined by GEOID03.
 QX0676
 QX0676;                    North         East     Units Scale Factor Converg.
 QX0676;SPC MT       -   179,800.990   532,903.301   MT  0.99959125   -0 37 56.4
 QX0676;SPC MT       -   589,898.26  1,748,370.41   iFT  0.99959125   -0 37 56.4
 QX0676;UTM  12      - 5,079,196.099   549,332.854   MT  0.99962992   +0 27 22.1
 QX0676
 QX0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0676!SPC MT       -   0.99970011  x   0.99959125  =   0.99929148
 QX0676!UTM  12      -   0.99970011  x   0.99962992  =   0.99933014
 QX0676
 QX0676:                Primary Azimuth Mark                     Grid Az
 QX0676:SPC MT       -  TBM 5624                                 084 11 23.7
 QX0676:UTM  12      -  TBM 5624                                 083 06 05.2
 QX0676
 QX0676|---------------------------------------------------------------------|
 QX0676| PID    Reference Object                     Distance      Geod. Az  |
 QX0676|                                                           dddmmss.s |
 QX0676| QX0674 TBM 5624                            APPROX. 3.9 KM 0833327.3 |
 QX0676|---------------------------------------------------------------------|
 QX0676
 QX0676                          SUPERSEDED SURVEY CONTROL
 QX0676
 QX0676  NAD 83(1986)-  45 51 52.42407(N)    110 21 51.97372(W) AD(       ) 3
 QX0676  NAD 27      -  45 51 52.65508(N)    110 21 49.24876(W) AD(       ) 3
 QX0676  NGVD 29 (07/19/86) 1923.0    (m)         6309.     (f) VERT ANG       
 QX0676
 QX0676.Superseded values are not recommended for survey control.
 QX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0676.See file dsdata.txt to determine how the superseded data were derived.
 QX0676
 QX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4933379196(NAD 83)
 QX0676_MARKER: DD = SURVEY DISK
 QX0676_SETTING: 66 = SET IN ROCK OUTCROP
 QX0676_SP_SET: SET IN ROCK OUTCROP
 QX0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0676+STABILITY: POSITION/ELEVATION WELL
 QX0676
 QX0676  HISTORY     - Date     Condition        Report By
 QX0676  HISTORY     - 1948     MONUMENTED       USGS
 QX0676
 QX0676                          STATION DESCRIPTION
 QX0676
 QX0676'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (TOD)
 QX0676'ABOUT 11 MI. (AIRLINE) NW. OF SPRINGDALE, LOCATED ON GRASSY PLATEAU
 QX0676'RUNNING SW-NE. AND SLOPING TO THE SW.
 QX0676'
 QX0676'TO REACH FROM SPRINGDALE RAILROAD CROSSING, GO N. ACROSS TRACK 1.45
 QX0676'MI. ACROSS YELLOWSTONE RIVER BRIDGE TO Y-RD. E., CONTINUE N. 0.45 MI.
 QX0676'TO RD. FORK, RIGHT 0.3 MI. TO RD. FORK, RIGHT 1.5 MI. TO RD. FORK,
 QX0676'THENCE LEFT 3.25 MI. TO RD. FORK, LEFT 4.8 MI. TO THE GRANT BISHIR
 QX0676'RANCH, GO SHARP LEFT THROUGH RANCH YARD 0.25 MI. TO RD. FORK, RIGHT
 QX0676'0.15 MI. TO DIM RD. FORK, THENCE RIGHT 0.2 MI. TO FENCE CORNER WHERE
 QX0676'TBM 5624.1 IS LOCATED, CONTINUE IN A NW. DIRECTION 0.4 MI. ALONG
 QX0676'FENCE TO GATE, CONTINUE IN A NW. DIRECTION 0.8 MI. ALONG FENCE TO
 QX0676'GATE AT FENCE CORNER, GO THROUGH GATE AND CONTINUE 0.9 MI. NW. TO
 QX0676'SHARP BEND S. IN DRAIN JUST N. OF OLD RANCH HOUSE, LEFT (S.) 2.7
 QX0676'MI. TO DRAIN AT SE. SIDE OF HILL WHERE STATION IS LOCATED, AT THIS
 QX0676'POINT TURN RIGHT, LEAVE RD., AND CONTINUE 0.9 MI. UP GRASSY SLOPE TO
 QX0676'TOP AND STATION SITE.
 QX0676'
 QX0676'STATION MARK--STANDARD TABLET, SET IN ROCK, STAMPED ---GIBSON
 QX0676'1948---.
 QX0676'
 QX0676'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---GIBSON
 QX0676'NO. 1 1948---, 43.85 FT. FROM STATION, S 34 DEG 16 MIN W,
 QX0676'SET IN ROCK.
 QX0676'
 QX0676'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---GIBSON
 QX0676'NO. 2 1948---, 57.69 FT. FROM STATION, N 54 DEG 21 MIN W,
 QX0676'SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0752 ***********************************************************************
 RV0752  DESIGNATION -  GIBSON
 RV0752  PID         -  RV0752
 RV0752  STATE/COUNTY-  MT/SWEET GRASS
 RV0752  USGS QUAD   -  LOCOMOTIVE BUTTE SW (1985)
 RV0752
 RV0752                         *CURRENT SURVEY CONTROL
 RV0752  ___________________________________________________________________
 RV0752* NAD 83(1992)-  46 01 19.55394(N)    109 29 54.05155(W)     ADJUSTED  
 RV0752* NAVD 88     -      1474.9    (meters)    4839.     (feet)  VERTCON   
 RV0752  ___________________________________________________________________
 RV0752  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 RV0752  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RV0752
 RV0752  HORZ ORDER  -  THIRD
 RV0752
 RV0752.The horizontal coordinates were established by classical geodetic methods
 RV0752.and adjusted by the National Geodetic Survey in July 1992..
 RV0752
 RV0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0752
 RV0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0752
 RV0752.The geoid height was determined by GEOID03.
 RV0752
 RV0752;                    North         East     Units Scale Factor Converg.
 RV0752;SPC MT       -   196,933.175   600,127.887   MT  0.99954062   +0 00 04.4
 RV0752;SPC MT       -   646,106.22  1,968,923.51   iFT  0.99954062   +0 00 04.4
 RV0752;UTM  12      - 5,097,598.943   616,229.662   MT  0.99976607   +1 04 50.6
 RV0752
 RV0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0752!SPC MT       -   0.99977071  x   0.99954062  =   0.99931143
 RV0752!UTM  12      -   0.99977071  x   0.99976607  =   0.99953683
 RV0752
 RV0752:                Primary Azimuth Mark                     Grid Az
 RV0752:SPC MT       -  GRAIN EL E OF 4                          105 37 02.9
 RV0752:UTM  12      -  GRAIN EL E OF 4                          104 32 16.7
 RV0752
 RV0752|---------------------------------------------------------------------|
 RV0752| PID    Reference Object                     Distance      Geod. Az  |
 RV0752|                                                           dddmmss.s |
 RV0752| QW0593 GRAIN EL E OF 4                     APPROX.19.8 KM 1053707.3 |
 RV0752| QW0595 RAPELJE                             APPROX. 6.9 KM 1460553.1 |
 RV0752|---------------------------------------------------------------------|
 RV0752
 RV0752                          SUPERSEDED SURVEY CONTROL
 RV0752
 RV0752  NAD 83(1986)-  46 01 19.55345(N)    109 29 54.02828(W) AD(       ) 3
 RV0752  NAD 27      -  46 01 19.76189(N)    109 29 51.39247(W) AD(       ) 3
 RV0752  NGVD 29 (07/19/86) 1473.9    (m)         4836.     (f) VERT ANG       
 RV0752
 RV0752.Superseded values are not recommended for survey control.
 RV0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0752.See file dsdata.txt to determine how the superseded data were derived.
 RV0752
 RV0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR1623097599(NAD 83)
 RV0752_MARKER: DD = SURVEY DISK
 RV0752_SETTING: 0 = UNSPECIFIED SETTING
 RV0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0752
 RV0752  HISTORY     - Date     Condition        Report By
 RV0752  HISTORY     - 1952     MONUMENTED       USGS
 RV0752
 RV0752                          STATION DESCRIPTION
 RV0752
 RV0752'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RV0752'STATION IS LOCATED 25.5 MI. AIR NE. OF BIG TIMBER, MONTANA, ON TOP OF
 RV0752'LARGE MESA ABOUT 1 MI. E. OF GIBSON, SEC.9 R.18 E., T.3 N.,
 RV0752'
 RV0752'TO REACH STATION BY JEEP FROM BIG TIMBER POST OFFICE GO W. 2 BLOCKS
 RV0752'TO HIGHWAY, TURN RIGHT AND CONTINUE N. ON STATE HIGHWAY 19, 1.5 MI. TO
 RV0752'GRAVEL RD.TO RIGHT, TAKE GRAVEL RD. 2.0 MI. TO FORK, TAKE LEFT FORK
 RV0752'AND CONTINUE NE. ON GIBSON RD. 19.6 MI. TO INTERSECTION OF FOUR ROADS.
 RV0752'FROM THERE CONTINUE N. 2.0 MI. TO INTERSECTION, TURN RIGHT E. AND
 RV0752'CONTINUE 2.8 MI. PAST GIBSON TO FORK IN RD.  TAKE LEFT FORK N. 0.5 MI.
 RV0752'TO TRACK RD. ON RIGHT.  TURN RIGHT OFF RD. AND FOLLOW RD. AND GO CROSS
 RV0752'COUNTRY ALONG N. SIDE OF LONG BUTTE TO E. END AND THEN UP TO TOP AND
 RV0752'TO HIGHEST POINT OF BUTTE 1.1 MI. FROM MAIN RD.
 RV0752'
 RV0752'STATION MARK - STANDARD USGS TABLET IN CONCRETE MONUMENT POURED IN
 RV0752'PLACE, STAMPED ---GIBSON 1952---.
 RV0752'
 RV0752'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0526 ***********************************************************************
 SQ0526  DESIGNATION -  GIBSON
 SQ0526  PID         -  SQ0526
 SQ0526  STATE/COUNTY-  MT/GARFIELD
 SQ0526  USGS QUAD   -  WAGON COULEE (1971)
 SQ0526
 SQ0526                         *CURRENT SURVEY CONTROL
 SQ0526  ___________________________________________________________________
 SQ0526* NAD 83(1992)-  47 38 14.02515(N)    107 12 37.98586(W)     ADJUSTED  
 SQ0526* NAVD 88     -       879.51   (+/-2cm)    2885.5    (feet)  VERTCON   
 SQ0526  ___________________________________________________________________
 SQ0526  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 SQ0526  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 SQ0526
 SQ0526  HORZ ORDER  -  SECOND
 SQ0526  VERT ORDER  -  THIRD ? (See Below)
 SQ0526
 SQ0526.The horizontal coordinates were established by classical geodetic methods
 SQ0526.and adjusted by the National Geodetic Survey in July 1992..
 SQ0526
 SQ0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0526.The vertical order pertains to the NGVD 29 superseded value.
 SQ0526
 SQ0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0526
 SQ0526.The geoid height was determined by GEOID03.
 SQ0526
 SQ0526;                    North         East     Units Scale Factor Converg.
 SQ0526;SPC MT       -   378,893.884   771,926.472   MT  0.99945207   +1 40 29.1
 SQ0526;SPC MT       - 1,243,090.17  2,532,567.17   iFT  0.99945207   +1 40 29.1
 SQ0526;UTM  13      - 5,278,348.385   333,953.816   MT  0.99993882   -1 38 01.4
 SQ0526
 SQ0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0526!SPC MT       -   0.99986463  x   0.99945207  =   0.99931677
 SQ0526!UTM  13      -   0.99986463  x   0.99993882  =   0.99980346
 SQ0526
 SQ0526|---------------------------------------------------------------------|
 SQ0526| PID    Reference Object                     Distance      Geod. Az  |
 SQ0526|                                                           dddmmss.s |
 SQ0526| CQ6598 GIBSON RM 1                           4.593 METERS 12935     |
 SQ0526| CQ6597 GIBSON AZ MK                                       2190234.8 |
 SQ0526| CQ6599 GIBSON RM 2                          25.908 METERS 23736     |
 SQ0526|---------------------------------------------------------------------|
 SQ0526
 SQ0526                          SUPERSEDED SURVEY CONTROL
 SQ0526
 SQ0526  NAD 83(1986)-  47 38 14.02020(N)    107 12 37.97170(W) AD(       ) 2
 SQ0526  NAD 27      -  47 38 14.00200(N)    107 12 35.66500(W) AD(       ) 2
 SQ0526  NGVD 29 (07/19/86)  878.82   (m)         2883.3    (f) LEVELING    3  
 SQ0526
 SQ0526.Superseded values are not recommended for survey control.
 SQ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0526.See file dsdata.txt to determine how the superseded data were derived.
 SQ0526
 SQ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN3395478348(NAD 83)
 SQ0526_MARKER: DS = TRIANGULATION STATION DISK
 SQ0526_SETTING: 0 = UNSPECIFIED SETTING
 SQ0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0526
 SQ0526  HISTORY     - Date     Condition        Report By
 SQ0526  HISTORY     - 1885     MONUMENTED       MORC
 SQ0526  HISTORY     - 1937     GOOD             MORC
 SQ0526  HISTORY     - 1948     GOOD             CGS
 SQ0526  HISTORY     - 1948     GOOD             USGS
 SQ0526
 SQ0526                          STATION DESCRIPTION
 SQ0526
 SQ0526'DESCRIBED BY MISSOURI RIVER COMMISSION 1937
 SQ0526'THE STATION IS IN GARFIELD COUNTY ON THE RIGHT BANK OF THE
 SQ0526'MISSOURI RIVER AND IN THE CENTER OF SECTION 27, T. 22 N., R. 33
 SQ0526'E.  THE STATION IS ON A HIGH BARREN PEAK AT THE NORTHEAST
 SQ0526'END OF THE DIVIDE BETWEEN WIDOW CREEK AND EAST HILL COULEE,
 SQ0526'BEING ABOUT 2-3/4 MILES SOUTH OF THE MISSOURI RIVER, 1 MILE
 SQ0526'WEST OF EAST HILL COULEE AND 3/4 MILE WEST OF WIDOW CREEK.
 SQ0526'
 SQ0526'ACCESS TO STATION BY AUTOMOBILE MAY BE HAD BY THE DIRECTIONS
 SQ0526'TO STATION BILLY TO THE SECOND FORK IN THE ROAD AT WHICH POINT
 SQ0526'TURN RIGHT AND CONTINUE EAST ON TRAIL TO THE REX HALL RANCH
 SQ0526'AND A FORK.  TURN LEFT AND FOLLOW DIM TRAIL 1-1/2 MILES
 SQ0526'NORTHEAST TO FOOT OF SMALL RIDGE RISING ABOVE THE BENCH
 SQ0526'LAND TO THE LEFT OF THE ROAD.  LEAVE THE ROAD AND CONTINUE
 SQ0526'ACROSS COUNTRY TO TOP OF RIDGE THENCE EAST ALONG TOP OF RIDGE
 SQ0526'TO SMALL PEAK AND STATION.
 SQ0526'
 SQ0526'MONUMENT IS 5 IN IRON PIPE OF MO.R.C. WHICH IS AS WAS ORIGINALLY
 SQ0526'SET.
 SQ0526'
 SQ0526'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0526
 SQ0526                          STATION RECOVERY (1948)
 SQ0526
 SQ0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0526'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF JORDAN,
 SQ0526'1 MILE SOUTH OF THE MISSOURI RIVER, AND ON A RIDGE ABOUT 1/4
 SQ0526'MILE LONG.
 SQ0526'
 SQ0526'TO REACH FROM THE POST OFFICE IN JORDAN, GO NORTH ON STATE
 SQ0526'ROUTE 18 FOR 0.4 MILES TO A CROSSROAD, TURN LEFT AND GO WEST
 SQ0526'9.2 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 11.3
 SQ0526'MILES TO AN OLD LOG SCHOOL HOUSE ON THE RIGHT AND FENCE GATE
 SQ0526'ON THE LEFT, TURN LEFT AND PASS THROUGH THE GATE, GO WEST
 SQ0526'0.4 MILE TO A GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE
 SQ0526'AND GO 0.95 MILE TO A GATE, PASS THROUGH THE GATE AND TAKE
 SQ0526'LEFT ROAD FOR 7.2 MILES TO A ROAD FORK, TAKE LEFT FORK AND
 SQ0526'GO 0.8 MILE TO A GATE, PASS THROUGH THE GATE AND GO 0.6
 SQ0526'MILE TO A RANCH HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD
 SQ0526'0.4 MILE TO A ROAD FORK, TAKE RIGHT FORK FOR 0.3 MILE TO A
 SQ0526'FENCE CORNER, TURN RIGHT, AND GO AROUND A RESERVOIR TO A
 SQ0526'ROAD NORTH, GO 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 SQ0526'DESCRIBED.  CONTINUE ON TRACK ROAD FOR 0.8 MILE TO THE STATION.
 SQ0526'
 SQ0526'STATION MARK IS A MORC STEEL DISK BOLTED TO THE TOP OF A
 SQ0526'5-INCH IRON PIPE.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 SQ0526'IS NOT STAMPED.
 SQ0526'
 SQ0526'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SQ0526'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0526'5 INCHES, AND THE DISK IS STAMPED GIBSON MO.R.C. NO 1 1948.
 SQ0526'
 SQ0526'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SQ0526'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 SQ0526'7 INCHES, AND THE DISK IS STAMPED GIBSON MO.R.C. NO 2 1948.
 SQ0526'
 SQ0526'AZIMUTH MARK IS 0.8 MILE SOUTHWEST OF THE STATION, AND 18
 SQ0526'FEET NORTH OF A TRACK ROAD.  THE MARK IS A STANDARD AZIMUTH
 SQ0526'MARK DISK SET IN THE TOP OF A 12-INCH SQURE CONCRETE POST.
 SQ0526'THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED GIBSON
 SQ0526'MO.R.C. 1948.
 SQ0526'
 SQ0526'A 4-FOOT STAND WILL SEE STATIONS SNOW, AND BRUSETT.
 SQ0526'
 SQ0526'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SQ0526
 SQ0526                          STATION RECOVERY (1948)
 SQ0526
 SQ0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 SQ0526'STATION MARK--MORC STEEL DISK BOLTED TO THE TOP OF A 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0504 ***********************************************************************
 SQ0504  DESIGNATION -  GILBERT
 SQ0504  PID         -  SQ0504
 SQ0504  STATE/COUNTY-  MT/GARFIELD
 SQ0504  USGS QUAD   -  SEVENTH POINT BUTTES (1978)
 SQ0504
 SQ0504                         *CURRENT SURVEY CONTROL
 SQ0504  ___________________________________________________________________
 SQ0504* NAD 83(1992)-  47 45 49.04363(N)    106 38 22.35103(W)     ADJUSTED  
 SQ0504* NAVD 88     -       789.48   (+/-2cm)    2590.2    (feet)  VERTCON   
 SQ0504  ___________________________________________________________________
 SQ0504  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 SQ0504  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SQ0504
 SQ0504  HORZ ORDER  -  SECOND
 SQ0504  VERT ORDER  -  THIRD ? (See Below)
 SQ0504
 SQ0504.The horizontal coordinates were established by classical geodetic methods
 SQ0504.and adjusted by the National Geodetic Survey in July 1992..
 SQ0504
 SQ0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0504.The vertical order pertains to the NGVD 29 superseded value.
 SQ0504
 SQ0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0504
 SQ0504.The geoid height was determined by GEOID03.
 SQ0504
 SQ0504;                    North         East     Units Scale Factor Converg.
 SQ0504;SPC MT       -   394,339.673   814,276.541   MT  0.99947863   +2 05 32.8
 SQ0504;SPC MT       - 1,293,765.33  2,671,510.96   iFT  0.99947863   +2 05 32.8
 SQ0504;UTM  13      - 5,291,330.095   377,141.497   MT  0.99978548   -1 12 50.5
 SQ0504
 SQ0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0504!SPC MT       -   0.99987883  x   0.99947863  =   0.99935752
 SQ0504!UTM  13      -   0.99987883  x   0.99978548  =   0.99966434
 SQ0504
 SQ0504|---------------------------------------------------------------------|
 SQ0504| PID    Reference Object                     Distance      Geod. Az  |
 SQ0504|                                                           dddmmss.s |
 SQ0504| CQ6604 GILBERT RM 1                          7.766 METERS 09003     |
 SQ0504| CQ6605 GILBERT RM 2                         11.637 METERS 17823     |
 SQ0504| CQ6603 GILBERT AZ MK                                      2022230.6 |
 SQ0504|---------------------------------------------------------------------|
 SQ0504
 SQ0504                          SUPERSEDED SURVEY CONTROL
 SQ0504
 SQ0504  NAD 83(1986)-  47 45 49.03989(N)    106 38 22.33901(W) AD(       ) 2
 SQ0504  NAD 27      -  47 45 49.00200(N)    106 38 20.15700(W) AD(       ) 2
 SQ0504  NGVD 29 (07/19/86)  788.84   (m)         2588.1    (f) LEVELING    3  
 SQ0504
 SQ0504.Superseded values are not recommended for survey control.
 SQ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0504.See file dsdata.txt to determine how the superseded data were derived.
 SQ0504
 SQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN7714191330(NAD 83)
 SQ0504_MARKER: P = PIPE CAP
 SQ0504_SETTING: 0 = UNSPECIFIED SETTING
 SQ0504
 SQ0504  HISTORY     - Date     Condition        Report By
 SQ0504  HISTORY     - 1948     MONUMENTED       USE
 SQ0504  HISTORY     - 1948     GOOD             CGS
 SQ0504
 SQ0504                          STATION DESCRIPTION
 SQ0504
 SQ0504'DESCRIBED BY US ENGINEERS 1948
 SQ0504'THE STATION IS IN GARFIELD COUNTY ON THE RIGHT BANK OF THE
 SQ0504'MISSOURI RIVER AND IN SECTION 7, T. 23 N., R. 40 E.  THE STATION
 SQ0504'IS ABOUT 2 MILES SOUTHWEST OF THE MOUTH OF GILBERT CREEK, 1
 SQ0504'MILE WEST OF GILBERT CREEK AND 1-1/2 MILES SOUTHEAST OF THE
 SQ0504'MISSOURI RIVER ON A HIGH GRASSY KNOLL OF THE DIVIDE BETWEEN
 SQ0504'GILBERT CREEK AND SHEEP CREEK AT A POINT ABOUT 1/4 MILE SOUTH OF
 SQ0504'THE NORTHERN TIP OF THE HIGH GROUND.
 SQ0504'
 SQ0504'IT MAY BE POSSIBLE TO APPROACH THE STATION BY AUTOMOBILE DURING
 SQ0504'PERIODS OF LOW RESERVOIR STORAGE.  TO DO SO DRIVE 14 MILES
 SQ0504'SOUTHWEST FROM HAXBY ON THE JORDAN ROAD TO INTERSECTION WITH
 SQ0504'TRAIL.  TURN RIGHT AND CONTINUE DOWN LONG WINDING ROAD INTO
 SQ0504'GILBERT CREEK, THENCE ALONG CREEK INTO MISSOURI RIVER VALLEY.
 SQ0504'LEAVE CAR AND PROCEED ON FOOT TO TOP OF DIVIDE TO THE WEST OF
 SQ0504'GILBERT CREEK AND STATION.
 SQ0504'
 SQ0504'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0504'
 SQ0504'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0504'
 SQ0504
 SQ0504                          STATION RECOVERY (1948)
 SQ0504
 SQ0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0504'STATION IS ABOUT 30 MILES NORTH OF JORDAN, 1 MILE SOUTHEAST OF
 SQ0504'THE MISSOURI RIVER, 1 MILE WEST OF GILBERT CREEK, AND ON A HIGH
 SQ0504'GRASSY KNOLL.  IT IS ON LAND OWNED BY THE U.S. GOVERNMENT.
 SQ0504'
 SQ0504'TO REACH FROM THE POST OFFICE IN JORDAN, GO EAST ON STATE ROUTE
 SQ0504'18 FOR 5.4 MILES TO A T-ROAD LEFT, TURN LEFT AND GO NORTH ON
 SQ0504'GRAVELED ROAD 7.8 MILES TO A CROSSROAD, CONTINUE NORTH ON DIRT
 SQ0504'ROAD 14.4 MILES TO A ROAD FORK, TAKE RIGHT FORK AND GO 2.2
 SQ0504'MILES TO A CATTLE GUARD, TURN LEFT, PASS THROUGH A GATE AND
 SQ0504'FOLLOW TRACK ROAD 1.5 MILE TO A GATE, PASS THROUGH GATE, GO
 SQ0504'1.1 MILE TO A GATE, PASS THROUGH THE GATE, AND FOLLOW TRACK
 SQ0504'ROAD 1.1 MILE TO A RANCHHOUSE.  FROM THE RANCHHOUSE, GO SOUTH
 SQ0504'0.15 MILE TO A DIM TRACK ROAD, TURN RIGHT ON TRACK ROAD, AND GO
 SQ0504'WEST 0.7 MILE TO A GATE, PASS THROUGH GATE, TAKE RIGHT FORK
 SQ0504'AND GO 0.3 MILE TO A ROAD FORK, TAKE RIGHT FORK AND FOLLOW
 SQ0504'DIM TRACK ROAD 0.6 MILE TO A GATE, PASS THROUGH THE GATE,
 SQ0504'CROSS A SMALL CREEK AND BEAR LEFT FOR 0.3 MILE TO THE BOTTOM
 SQ0504'OF A HILL, TURN LEFT AND FOLLOW DIM TRACK ROAD 2.0 MILE TO A
 SQ0504'GATE, PASS THROUGH THE GATE AND FOLLOW TRACK ROAD 0.8 MILE TO
 SQ0504'A GATE.  FROM THE GATE, GO NORTHEAST 0.1 MILE TO A GULLY,
 SQ0504'CROSS THE GULLY AND FOLLOW DIM TRACK ROAD THROUGH THE
 SQ0504'BADLANDS 6.85 MILES TO THE AZIMUTH MARK ON THE LEFT.
 SQ0504'CONTINUE NORTH-NORTHEAST ON A GRASSY MESA 0.4 MILE TO THE
 SQ0504'STATION.
 SQ0504'
 SQ0504'STATION MARK IS A STANDARD CORPS OF ENGINEERS U.S. ARMY MAP
 SQ0504'CONTROL STATION DISK SET IN THE TOP OF A 3-INCH IRON PIPE.  THE
 SQ0504'MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED GILBERT.
 SQ0504'
 SQ0504'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 SQ0504'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 12 INCHES,
 SQ0504'AND THE DISK IS STAMPED GILBERT USED NO 1 1948.
 SQ0504'
 SQ0504'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 SQ0504'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 12 INCHES,
 SQ0504'AND THE DISK IS STAMPED GILBERT USED NO 2 1948.
 SQ0504'
 SQ0504'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION, 27 FEET
 SQ0504'WEST OF A TRACK ROAD, AND 3 FEET NORTHEAST OF A WITNESS POST.
 SQ0504'THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 SQ0504'12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 7 INCHES, AND
 SQ0504'THE DISK IS STAMPED GILBERT USED 1948.
 SQ0504'
 SQ0504'A 4-FOOT STAND WILL SEE STATIONS POINTER (USE), AND GILBERT 1934.
 SQ0504'
 SQ0504'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0510 ***********************************************************************
 SQ0510  DESIGNATION -  GILBERT
 SQ0510  PID         -  SQ0510
 SQ0510  STATE/COUNTY-  MT/GARFIELD
 SQ0510  USGS QUAD   -  GILBERT CREEK (1972)
 SQ0510
 SQ0510                         *CURRENT SURVEY CONTROL
 SQ0510  ___________________________________________________________________
 SQ0510* NAD 83(1992)-  47 42 23.39389(N)    106 30 12.41288(W)     ADJUSTED  
 SQ0510* NAVD 88     -       864.4    (meters)    2836.     (feet)  VERTCON   
 SQ0510  ___________________________________________________________________
 SQ0510  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 SQ0510  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 SQ0510
 SQ0510  HORZ ORDER  -  FIRST
 SQ0510
 SQ0510.The horizontal coordinates were established by classical geodetic methods
 SQ0510.and adjusted by the National Geodetic Survey in July 1992..
 SQ0510
 SQ0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0510
 SQ0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0510
 SQ0510.The geoid height was determined by GEOID03.
 SQ0510
 SQ0510;                    North         East     Units Scale Factor Converg.
 SQ0510;SPC MT       -   388,377.391   824,709.261   MT  0.99946602   +2 11 31.2
 SQ0510;SPC MT       - 1,274,204.04  2,705,739.05   iFT  0.99946602   +2 11 31.2
 SQ0510;UTM  13      - 5,284,774.256   387,216.103   MT  0.99975631   -1 06 44.0
 SQ0510
 SQ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0510!SPC MT       -   0.99986708  x   0.99946602  =   0.99933317
 SQ0510!UTM  13      -   0.99986708  x   0.99975631  =   0.99962342
 SQ0510
 SQ0510|---------------------------------------------------------------------|
 SQ0510| PID    Reference Object                     Distance      Geod. Az  |
 SQ0510|                                                           dddmmss.s |
 SQ0510| CQ6601 GILBERT RM 1                         28.289 METERS 04303     |
 SQ0510| CQ6600 GILBERT AZ MK                                      1045510.2 |
 SQ0510| SQ0508 GILBERT CAIRN                         8.687 METERS 17740     |
 SQ0510| CQ6602 GILBERT RM 2                          4.862 METERS 27010     |
 SQ0510|---------------------------------------------------------------------|
 SQ0510
 SQ0510                          SUPERSEDED SURVEY CONTROL
 SQ0510
 SQ0510  NAD 83(1986)-  47 42 23.38980(N)    106 30 12.39896(W) AD(       ) 1
 SQ0510  NAD 27      -  47 42 23.36200(N)    106 30 10.24600(W) AD(       ) 1
 SQ0510  NGVD 29 (07/19/86)  863.8    (m)         2834.     (f) VERT ANG       
 SQ0510
 SQ0510.Superseded values are not recommended for survey control.
 SQ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0510.See file dsdata.txt to determine how the superseded data were derived.
 SQ0510
 SQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN8721684774(NAD 83)
 SQ0510_MARKER: DS = TRIANGULATION STATION DISK
 SQ0510_SETTING: 66 = SET IN ROCK OUTCROP
 SQ0510
 SQ0510  HISTORY     - Date     Condition        Report By
 SQ0510  HISTORY     - 1934     MONUMENTED       CGS
 SQ0510  HISTORY     - 1948     GOOD             CGS
 SQ0510  HISTORY     - 1957     GOOD             USGS
 SQ0510  HISTORY     - 1972     GOOD             USGS
 SQ0510
 SQ0510                          STATION DESCRIPTION
 SQ0510
 SQ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0510'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF HAXBY POST
 SQ0510'OFFICE AND IS ON A LONE HIGH ROCKY-RIMMED BUTTE AT THE HEAD
 SQ0510'OF GILBERT CREEK ON THE WEST AND ASH CREEK ON THE EAST.  THE
 SQ0510'STATION IS IN SEC. 31, T. 23 N., R. 41 E.
 SQ0510'
 SQ0510'THE STATION MARK, IS ON THE NORTHWEST SIDE OF THE BUTTE
 SQ0510'AND IS 18 FEET EAST OF THE WEST EDGE OF THE BUTTE.
 SQ0510'
 SQ0510'TO REACH THE STATION FROM HAXBY POST OFFICE AND STORE GO
 SQ0510'SOUTH ON THE JORDAN ROAD 6.8 MILES.  (AT THIS POINT THE HIGHWAY
 SQ0510'TURNS SOUTH AND THERE IS AN OLD AUTOMOBILE GAS TANK USED FOR
 SQ0510'A MAILBOX AT THIS TURN).  HERE LEAVE THE GRADED ROAD AND GO
 SQ0510'WEST THROUGH A GATE NEAR FENCE CORNER, THEN BEAR SOUTHWEST AND GO
 SQ0510'0.5 MILE TO A GROUP OF FARM SHACKS.  PASS BETWEEN HOUSE AND
 SQ0510'BARN AND GO WEST 0.1 MILE TO A ROAD LEADING NORTH ACROSS A
 SQ0510'PLOWED FIELD.  GO NORTH ON THIS ROAD 0.8 MILE ACROSS A FIELD
 SQ0510'AND UP A SMALL DRAW TO A GATE IN AN EAST-AND-WEST FENCE.  (THE
 SQ0510'AZIMUTH MARK IS 475 FEET SOUTH-SOUTHWEST OF THIS POINT).
 SQ0510'HERE TURN LEFT, WEST, AND GO 0.3 MILE ALONG THE SOUTH SIDE OF
 SQ0510'THE FENCE TO THE SOUTHEAST TOE OF THE BUTTE.  END OF TRUCK
 SQ0510'TRAVEL.  FROM THIS POINT PACK NORTHWEST UP THE BUTTE TO THE
 SQ0510'NORTHWEST END AND STATION.  A 3-MINUTE PACK.
 SQ0510'
 SQ0510'REFERENCE MARK NO. 1, IS NORTHEAST OF THE STATION.
 SQ0510'
 SQ0510'REFERENCE MARK NO. 2, IS WEST OF THE STATION AND IS
 SQ0510'2 FEET EAST OF THE WEST EDGE OF THE BUTTE.
 SQ0510'
 SQ0510'THE AZIMUTH MARK, IS EAST-SOUTHEAST OF THE STATION,
 SQ0510'ON THE SOUTHWEST SLOPE OF A SMALL HILL, 475 FEET SOUTH-SOUTHWEST
 SQ0510'OF A GATE IN AN EAST-AND-WEST FENCE.
 SQ0510'
 SQ0510'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 SQ0510
 SQ0510                          STATION RECOVERY (1948)
 SQ0510
 SQ0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0510'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SQ0510'
 SQ0510'STATION IS ABOUT 30 MILES NORTH-NORTHEAST OF JORDAN, AND ON A HIGH
 SQ0510'ROCKY BUTTE.
 SQ0510'
 SQ0510'TO REACH FROM THE POST OFFICE IN JORDAN, GO EAST ON STATE ROUTE
 SQ0510'18 FOR 5.4 MILES TO A T-ROAD LEFT, TURN LEFT AND GO NORTH ON
 SQ0510'GRAVELED ROAD 7.8 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD
 SQ0510'14.4 MILES TO A ROAD FORK, TAKE RIGHT FORK AND GO 8.4 MILES TO A
 SQ0510'CROSSROAD, CONTINUE STRAIGHT AHEAD 5.9 MILES TO WHERE ROAD TURNS
 SQ0510'RIGHT, TURN LEFT THROUGH A GATE, AND FOLLOW TRACK ROAD 0.5 MILE
 SQ0510'TO OLD RANCH BUILDINGS, TURN RIGHT ON DIM TRACK ROAD AND GO
 SQ0510'1.0 MILE TO FOOT OF HIGH ROCKY BUTTE.  PACK UP THE BUTTE TO
 SQ0510'THE STATION.  TO REACH THE AZIMUTH, GO EAST 0.4 MILE TO
 SQ0510'AZIMUTH AS DESCRIBED.
 SQ0510'
 SQ0510'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK
 SQ0510'CEMENTED IN AN OUTCROPPING OF BEDROCK.  THE BEDROCK PROJECTS
 SQ0510'2 INCHES, AND THE DISK IS STAMPED GILBERT 1934.
 SQ0510'
 SQ0510'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 SQ0510'IN AN OUTCROPPING OF BEDROCK.  THE BEDROCK PROJECTS 4 INCHES,
 SQ0510'AND THE DISK IS STAMPED GILBERT NO 1 1934.
 SQ0510'
 SQ0510'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 SQ0510'IN AN OUTCROPPING OF BEDROCK.  THE BEDROCK PROJECTS 4 INCHES,
 SQ0510'AND THE DISK IS STAMPED GILBERT NO 11 1934.
 SQ0510'
 SQ0510'AZIMUTH MARK IS 0.4 EAST OF THE STATION, 475 FEET SOUTH-SOUTHEAST
 SQ0510'OF A GATE IN AN EAST-WEST FENCE LINE, AND IN AN EAST-WEST FENCE
 SQ0510'LINE.  THE MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED IN THE
 SQ0510'TOP OF A BOULDER.  THE BOULDER PROJECTS 18 INCHES, AND THE DISK
 SQ0510'IS STAMPED GILBERT 1934.
 SQ0510'
 SQ0510'A 4-FOOT STAND WILL SEE STATIONS BERRY 1934, DROPOFF, GILBERT
 SQ0510'(U.S.E.), BROWNING, POINTER (U.S.E.), SKUNK, MOSS (U.S.E.), AND
 SQ0510'CEDAR 1934.
 SQ0510
 SQ0510                          STATION RECOVERY (1957)
 SQ0510
 SQ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0510'TO REACH STATION FROM POST OFFICE AT JORDAN, GO EAST ALONG
 SQ0510'STATE HIGHWAY 18, 5.5 MILES TO JUNCTION WITH GRAVELED ROAD NORTH.
 SQ0510'TURN LEFT AND PROCEED NORTHWESTERLY ON MAIN GRAVELED ROAD TOWARD
 SQ0510'ABANDON TOWNSITE OF HAXBY, 24.0 MILES TO JUNCTION WITH DIRT
 SQ0510'ROAD NORTH.  TURN LEFT AND GO 0.6 MILE TO GATE.  PASS THRU GATE
 SQ0510'AND CONTINUE ON TRACK ROAD THRU GATE 1.6 MILES.  THRU SECOND
 SQ0510'GATE 1.0 MILE.  THENCE PASS BY ABANDON RANCH HOUSE 1.1 MILES.
 SQ0510'CONTINUE ON MAIN TRACK ROAD NORTHWESTERLY, PASSING THRU GATE
 SQ0510'0.8 MILE THRU ANOTHER GATE 3.0 MILES THENCE 0.5 MILE TO
 SQ0510'JUNCTION WITH DIM TRACK ROAD EAST BEND OF MAIN TRACK ROAD.
 SQ0510'TURN RIGHT ALONG DIM TRACK ROAD, ACROSS GULLEY AND 0.4 MILE
 SQ0510'TO GATE.  PASS THRU GATE GOING EAST AND THENCE NORTHEAST 3.2
 SQ0510'MILES TO FORK.  TAKE RIGHT FORK, PASSING SHARP POINTED TOP
 SQ0510'WITH LARGE CAIRN, ON SIDE OF ROAD 0.4 MILE.  THENCE 0.6
 SQ0510'MILE TO FORK.  TAKE RIGHT FORK AND GO 2.2 MILES TO RIDGE FORK.
 SQ0510'TURN LEFT ALONG TRAIL ON RIDGE TO NORTH AND GO 0.6 MILE TO
 SQ0510'AZIMUTH MARK.  CONTINUE ALONG TRAIL 0.4 MILE TO TOP OF HILL
 SQ0510'AND STATION.
 SQ0510
 SQ0510                          STATION RECOVERY (1972)
 SQ0510
 SQ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (GEG)
 SQ0510'TO REACH THE STATION FROM THE JORDAN POST OFFICE GO EAST ON
 SQ0510'MONTANA STATE HIGHWAY 200.  TURN LEFT AND GO NORTH THEN EAST
 SQ0510'FOR 5.25 MILES ON HIGHWAY 200 TO A GRAVEL ROAD NORTH.  TURN LEFT
 SQ0510'AND GO NORTHERLY ON MAIN GRAVEL ROAD FOR 33.85 MILES TO A ROAD
 SQ0510'BEND TO THE EAST.  TURN LEFT THRU GATE AND GO WEST AND THEN
 SQ0510'NORTHWEST ON TRACK ROAD FOR 1.50 MILES TO NW CORNER OF FIELD AND
 SQ0510'GATE.  PASS THRU GATE AND GO NORTHEAST ON TRACK ROAD FOR
 SQ0510'0.30 MILE TO SOUTH SIDE OF A HILL, END OF TRUCK TRAVEL.  PACK
 SQ0510'UP TO TOP AND STATION ON HIGHEST POINT OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0608 ***********************************************************************
 ST0608  DESIGNATION -  GILDART
 ST0608  PID         -  ST0608
 ST0608  STATE/COUNTY-  MT/FLATHEAD
 ST0608  USGS QUAD   -  THUNDERBOLT MOUNTAIN (1994)
 ST0608
 ST0608                         *CURRENT SURVEY CONTROL
 ST0608  ___________________________________________________________________
 ST0608* NAD 83(1992)-  47 50 26.43036(N)    113 39 57.72453(W)     ADJUSTED  
 ST0608* NAVD 88     -      2423.     (meters)    7949.     (feet)  SCALED    
 ST0608  ___________________________________________________________________
 ST0608  LAPLACE CORR-          10.97  (seconds)                    DEFLEC99
 ST0608  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 ST0608
 ST0608  HORZ ORDER  -  THIRD
 ST0608
 ST0608.The horizontal coordinates were established by classical geodetic methods
 ST0608.and adjusted by the National Geodetic Survey in July 1992..
 ST0608
 ST0608.The orthometric height was scaled from a topographic map.
 ST0608
 ST0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0608
 ST0608.The geoid height was determined by GEOID03.
 ST0608
 ST0608;                    North         East     Units Scale Factor Converg.
 ST0608;SPC MT       -   407,276.518   288,455.889   MT  0.99949723   -3 02 50.9
 ST0608;SPC MT       - 1,336,209.05    946,377.59   iFT  0.99949723   -3 02 50.9
 ST0608;UTM  12      - 5,302,033.628   300,521.295   MT  1.00008899   -1 58 36.9
 ST0608
 ST0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0608!SPC MT       -   0.99962256  x   0.99949723  =   0.99911998
 ST0608!UTM  12      -   0.99962256  x   1.00008899  =   0.99971152
 ST0608
 ST0608:                Primary Azimuth Mark                     Grid Az
 ST0608:SPC MT       -  MOSS                                     235 55 35.8
 ST0608:UTM  12      -  MOSS                                     234 51 21.8
 ST0608
 ST0608|---------------------------------------------------------------------|
 ST0608| PID    Reference Object                     Distance      Geod. Az  |
 ST0608|                                                           dddmmss.s |
 ST0608| ST0619 MOSS                                APPROX.28.7 KM 2325244.9 |
 ST0608|---------------------------------------------------------------------|
 ST0608
 ST0608                          SUPERSEDED SURVEY CONTROL
 ST0608
 ST0608  NAD 83(1986)-  47 50 26.44000(N)    113 39 57.71150(W) AD(       ) 3
 ST0608  NAD 27      -  47 50 26.64823(N)    113 39 54.35806(W) AD(       ) 3
 ST0608
 ST0608.Superseded values are not recommended for survey control.
 ST0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0608.See file dsdata.txt to determine how the superseded data were derived.
 ST0608
 ST0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU0052102034(NAD 83)
 ST0608_MARKER: B = BOLT
 ST0608_SETTING: 0 = UNSPECIFIED SETTING
 ST0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0608
 ST0608  HISTORY     - Date     Condition        Report By
 ST0608  HISTORY     - 1900     MONUMENTED       USGS
 ST0608
 ST0608                          STATION DESCRIPTION
 ST0608
 ST0608'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 ST0608'A HIGH ROCKY, SHALE POINT ON SUMMIT OF SWAN RANGE, ABOUT 10 MI. NW. OF
 ST0608'SWAN PEAK, ABOUT 12 MI. SW. OF S. END OF SWAN LAKE, 10 MI. NE. OF
 ST0608'SQUAW FLAT.
 ST0608'
 ST0608'STATION MARK - ALUMINUM BOLT SET IN SHALE ROCK OVER WHICH A CAIRN 6
 ST0608'FT. HIGH WAS ERECTED.
 ST0608'
 ST0608'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0776 ***********************************************************************
 TH0776  DESIGNATION -  GILES
 TH0776  PID         -  TH0776
 TH0776  STATE/COUNTY-  MT/SHERIDAN
 TH0776  USGS QUAD   -  
 TH0776
 TH0776                         *CURRENT SURVEY CONTROL
 TH0776  ___________________________________________________________________
 TH0776* NAD 83(1992)-  49 02 13.18218(N)    104 50 32.51661(W)     ADJUSTED  
 TH0776* NAVD 88     -       758.     (meters)    2487.     (feet)  SCALED    
 TH0776  ___________________________________________________________________
 TH0776  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 TH0776  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TH0776
 TH0776  HORZ ORDER  -  THIRD
 TH0776
 TH0776.The horizontal coordinates were established by classical geodetic methods
 TH0776.and adjusted by the National Geodetic Survey in July 1992..
 TH0776
 TH0776.The orthometric height was scaled from a topographic map.
 TH0776
 TH0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0776
 TH0776.The geoid height was determined by GEOID03.
 TH0776
 TH0776;                    North         East     Units Scale Factor Converg.
 TH0776;SPC MT       -   542,104.582   940,362.126   MT  1.00002299   +3 24 25.5
 TH0776;SPC MT       - 1,778,558.34  3,085,177.58   iFT  1.00002299   +3 24 25.5
 TH0776;UTM  13      - 5,431,580.326   511,521.225   MT  0.99960163   +0 07 08.5
 TH0776
 TH0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0776!SPC MT       -   0.99988408  x   1.00002299  =   0.99990707
 TH0776!UTM  13      -   0.99988408  x   0.99960163  =   0.99948576
 TH0776
 TH0776:                Primary Azimuth Mark                     Grid Az
 TH0776:SPC MT       -  ROBINSON                                 224 29 17.8
 TH0776:UTM  13      -  ROBINSON                                 227 46 34.8
 TH0776
 TH0776|---------------------------------------------------------------------|
 TH0776| PID    Reference Object                     Distance      Geod. Az  |
 TH0776|                                                           dddmmss.s |
 TH0776| TH0884 ROBINSON                            APPROX. 9.1 KM 2275343.3 |
 TH0776|---------------------------------------------------------------------|
 TH0776
 TH0776                          SUPERSEDED SURVEY CONTROL
 TH0776
 TH0776  NAD 83(1986)-  49 02 13.18231(N)    104 50 32.51699(W) AD(       ) 3
 TH0776
 TH0776.Superseded values are not recommended for survey control.
 TH0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0776.See file dsdata.txt to determine how the superseded data were derived.
 TH0776
 TH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ1152131580(NAD 83)
 TH0776_MARKER: DD = SURVEY DISK
 TH0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0776+STABILITY: SURFACE MOTION
 TH0776
 TH0776  HISTORY     - Date     Condition        Report By
 TH0776  HISTORY     - 1911     MONUMENTED       IBC
 TH0776
 TH0776                          STATION DESCRIPTION
 TH0776
 TH0776'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0776'ABOUT 2 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 556, IN THE
 TH0776'SOUTHWEST CORNER OF NE 1/4 SECTION 14, TOWNSHIP 1, RANGE 22 W, SECOND
 TH0776'MERIDIAN.  THE STATION IS ON THE TOP OF THE HIGHEST KNOLL OF THE
 TH0776'RIDGE EAST OF BIG MUDDY RIVER AND NORTH OF CARLISLE COULEE.
 TH0776'
 TH0776'STATION MARK--A SMALL CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0776'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1057 ***********************************************************************
 RX1057  DESIGNATION -  GINA
 RX1057  PID         -  RX1057
 RX1057  STATE/COUNTY-  MT/GRANITE
 RX1057  USGS QUAD   -  HENDERSON MOUNTAIN (1996)
 RX1057
 RX1057                         *CURRENT SURVEY CONTROL
 RX1057  ___________________________________________________________________
 RX1057* NAD 83(1999)-  46 22 56.18763(N)    113 21 49.84906(W)     ADJUSTED  
 RX1057* NAVD 88     -      1691.2    (meters)    5549.     (feet)  GPS OBS   
 RX1057  ___________________________________________________________________
 RX1057  X           -  -1,748,397.420 (meters)                     COMP
 RX1057  Y           -  -4,047,312.783 (meters)                     COMP
 RX1057  Z           -   4,595,877.200 (meters)                     COMP
 RX1057  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 RX1057  ELLIP HEIGHT-        1677.74  (meters)          (04/26/01) GPS OBS
 RX1057  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 RX1057
 RX1057  HORZ ORDER  -  B
 RX1057  ELLP ORDER  -  FOURTH    CLASS I
 RX1057
 RX1057.The horizontal coordinates were established by GPS observations
 RX1057.and adjusted by the National Geodetic Survey in April 2001..
 RX1057.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RX1057.DATUM ITEM on the data sheet items page.
 RX1057
 RX1057.The orthometric height was determined by GPS observations and a
 RX1057.high-resolution geoid model.
 RX1057
 RX1057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RX1057
 RX1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1057
 RX1057.The ellipsoidal height was determined by GPS observations
 RX1057.and is referenced to NAD 83.
 RX1057
 RX1057.The geoid height was determined by GEOID03.
 RX1057
 RX1057;                    North         East     Units Scale Factor Converg.
 RX1057;SPC MT       -   244,274.294   303,044.719   MT  0.99945270   -2 49 35.1
 RX1057;SPC MT       -   801,424.85    994,241.20   iFT  0.99945270   -2 49 35.1
 RX1057;UTM  12      - 5,139,237.572   318,228.888   MT  1.00000616   -1 42 42.5
 RX1057
 RX1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1057!SPC MT       -   0.99973706  x   0.99945270  =   0.99918991
 RX1057!UTM  12      -   0.99973706  x   1.00000616  =   0.99974322
 RX1057
 RX1057                          SUPERSEDED SURVEY CONTROL
 RX1057
 RX1057  NAD 83(1992)-  46 22 56.18633(N)    113 21 49.84854(W) AD(       ) B
 RX1057  ELLIP H (07/28/94) 1677.86   (m)                       GP(       ) 4 1
 RX1057
 RX1057.Superseded values are not recommended for survey control.
 RX1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1057.See file dsdata.txt to determine how the superseded data were derived.
 RX1057
 RX1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS1822939238(NAD 83)
 RX1057_MARKER: DD = SURVEY DISK
 RX1057_SETTING: 66 = SET IN ROCK OUTCROP
 RX1057_SP_SET: IN A DRILL HOLE IN BEDROCK
 RX1057_STAMPING: HORIZONTAL CONTROL GINA 1989
 RX1057_MARK LOGO: BLM   
 RX1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX1057+STABILITY: POSITION/ELEVATION WELL
 RX1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX1057+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1994
 RX1057
 RX1057  HISTORY     - Date     Condition        Report By
 RX1057  HISTORY     - 1989     MONUMENTED       BLM
 RX1057  HISTORY     - 19940113 GOOD
 RX1057  HISTORY     - 19940730 GOOD             MTDOT
 RX1057
 RX1057                          STATION DESCRIPTION
 RX1057
 RX1057'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1989
 RX1057'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTHWEST OF PHILLIPSBURG,
 RX1057'3 MI (4.8 KM) WEST OF STATE HIGHWAY 43 AND ALONG THE NORTH EDGE OF A
 RX1057'ROAD THAT IS GRAVELED WITH LAVA ROCK.  THE STATION IS ON FEDERAL
 RX1057'PROPERTY.
 RX1057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 348,
 RX1057'WHICH IS IN THE NORTH EDGE OF PHILLIPSBURG, GO NORTH ON STATE HIGHWAY
 RX1057'43 FOR 1.85 MI (2.98 KM) TO A ROAD LEFT.  TURN LEFT, NORTHWEST, ON A
 RX1057'GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER A STREAM.  CONTINUE
 RX1057'AHEAD, WEST, ON THE GRAVELED ROAD FOR 2.8 MI (4.5 KM) TO A CATTLE
 RX1057'GUARD AT A LEFT CURVE IN THE ROAD AND THE STATION ON THE RIGHT JUST
 RX1057'AFTER THE CURVE.  THE STATION IS ABOUT 1.0 M (3.3 FT) HIGHER THAN THE
 RX1057'ROAD.
 RX1057'THE STATION MARK IS A BLM BRONZE DISK, STAMPED---HORIZONTAL CONTROL
 RX1057'GINA 1989---, SET IN A DRILL HOLE IN BEDROCK.  IT IS 200 M
 RX1057'(656.2 FT) NORTHWEST OF THE APEX OF THE CURVE IN THE ROAD AND 25.0 M
 RX1057'(82.0 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 RX1057
 RX1057                          STATION RECOVERY (1994)
 RX1057
 RX1057'RECOVERED 1994
 RX1057'RECOVERED IN GOOD CONDITION.
 RX1057
 RX1057                          STATION RECOVERY (1994)
 RX1057
 RX1057'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 RX1057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1604 ***********************************************************************
 SS1604  DESIGNATION -  GKDL 1
 SS1604  PID         -  SS1604
 SS1604  STATE/COUNTY-  MT/CHOUTEAU
 SS1604  USGS QUAD   -  DENT BRIDGE (1987)
 SS1604
 SS1604                         *CURRENT SURVEY CONTROL
 SS1604  ___________________________________________________________________
 SS1604* NAD 83(1992)-  47 52 30.97536(N)    111 14 56.97653(W)     ADJUSTED  
 SS1604* NAVD 88     -      1008.6    (meters)    3309.     (feet)  VERTCON   
 SS1604  ___________________________________________________________________
 SS1604  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 SS1604  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 SS1604
 SS1604  HORZ ORDER  -  THIRD
 SS1604
 SS1604.The horizontal coordinates were established by classical geodetic methods
 SS1604.and adjusted by the National Geodetic Survey in July 1992..
 SS1604
 SS1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1604
 SS1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1604
 SS1604.The geoid height was determined by GEOID03.
 SS1604
 SS1604;                    North         East     Units Scale Factor Converg.
 SS1604;SPC MT       -   404,294.236   469,229.461   MT  0.99950618   -1 16 46.3
 SS1604;SPC MT       - 1,326,424.66  1,539,466.74   iFT  0.99950618   -1 16 46.3
 SS1604;UTM  12      - 5,302,467.304   481,369.022   MT  0.99960427   -0 11 05.3
 SS1604
 SS1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1604!SPC MT       -   0.99984424  x   0.99950618  =   0.99935049
 SS1604!UTM  12      -   0.99984424  x   0.99960427  =   0.99944857
 SS1604
 SS1604                          SUPERSEDED SURVEY CONTROL
 SS1604
 SS1604  NAD 83(1986)-  47 52 30.96891(N)    111 14 56.96767(W) AD(       ) 3
 SS1604  NGVD 29 (05/18/92) 1007.7    (m)         3306.     (f) VERT ANG       
 SS1604
 SS1604.Superseded values are not recommended for survey control.
 SS1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1604.See file dsdata.txt to determine how the superseded data were derived.
 SS1604
 SS1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU8136902467(NAD 83)
 SS1604_MARKER: DS = TRIANGULATION STATION DISK
 SS1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1604+STABILITY: SURFACE MOTION
 SS1604
 SS1604  HISTORY     - Date     Condition        Report By
 SS1604  HISTORY     - 1947     MONUMENTED       USGS
 SS1604
 SS1604                          STATION DESCRIPTION
 SS1604
 SS1604'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1604'STATION IS LOCATED APPROXIMATELY 25 MI. N. OF GREAT FALLS, MONTANA, IN
 SS1604'S. 1/4 OF SEC. 32, T 25 N, R 4 E.  STATION LOCATED ON E. SIDE OF
 SS1604'COULEE ON HIGHEST POINT WHERE TETON RIVER AND COULEE MEET.
 SS1604'
 SS1604'STATION MARK-STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1604'STAMPED---GKDL-1 1947---.
 SS1604'
 SS1604'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, DISTANCE OF 57.30 FT. FROM
 SS1604'STATION MARK S 00 DEGREES 05 MINUTES W.
 SS1604'
 SS1604'REFERENCE MARK NO. 2--A 3/4-IN. IRON PIPE, DISTANCE OF 39.85 FT. FROM
 SS1604'STATION MARK N 64 DEGREES 02 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0913 ***********************************************************************
 TM0913  DESIGNATION -  GLACIER
 TM0913  PID         -  TM0913
 TM0913  STATE/COUNTY-  MT/FLATHEAD
 TM0913  USGS QUAD   -  SUMMIT (1995)
 TM0913
 TM0913                         *CURRENT SURVEY CONTROL
 TM0913  ___________________________________________________________________
 TM0913* NAD 83(1992)-  48 21 13.84660(N)    113 22 13.23428(W)     ADJUSTED  
 TM0913* NAVD 88     -      2674.4    (meters)    8774.     (feet)  VERTCON   
 TM0913  ___________________________________________________________________
 TM0913  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 TM0913  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 TM0913
 TM0913  HORZ ORDER  -  FIRST
 TM0913
 TM0913.The horizontal coordinates were established by classical geodetic methods
 TM0913.and adjusted by the National Geodetic Survey in July 1992..
 TM0913
 TM0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0913
 TM0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0913
 TM0913.The geoid height was determined by GEOID03.
 TM0913
 TM0913;                    North         East     Units Scale Factor Converg.
 TM0913;SPC MT       -   463,108.914   313,366.810   MT  0.99966801   -2 49 52.2
 TM0913;SPC MT       - 1,519,386.20  1,028,106.33   iFT  0.99966801   -2 49 52.2
 TM0913;UTM  12      - 5,358,344.988   324,401.393   MT  0.99997887   -1 46 18.2
 TM0913
 TM0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0913!SPC MT       -   0.99958318  x   0.99966801  =   0.99925133
 TM0913!UTM  12      -   0.99958318  x   0.99997887  =   0.99956206
 TM0913
 TM0913|---------------------------------------------------------------------|
 TM0913| PID    Reference Object                     Distance      Geod. Az  |
 TM0913|                                                           dddmmss.s |
 TM0913| TM0912 8780 VA                               2.576 METERS 04813     |
 TM0913| TM0894 EAST GLACIER MUNICIPAL TANK         APPROX.14.8 KM 0490631.5 |
 TM0913| CN3595 GLACIER RM 1                          3.965 METERS 14137     |
 TM0913| CN3594 GLACIER AZ MK                                      2191447.5 |
 TM0913| TM0917 SCALPLOCK MOUNTAIN LOH              APPROX.16.3 KM 2483250.8 |
 TM0913| CN3596 GLACIER RM 2                          8.376 METERS 30157     |
 TM0913|---------------------------------------------------------------------|
 TM0913
 TM0913                          SUPERSEDED SURVEY CONTROL
 TM0913
 TM0913  NAD 83(1986)-  48 21 13.85589(N)    113 22 13.22289(W) AD(       ) 1
 TM0913  NAD 27      -  48 21 13.97722(N)    113 22 09.86915(W) AD(       ) 1
 TM0913  NGVD 29 (07/19/86) 2673.0    (m)         8770.     (f) VERT ANG       
 TM0913
 TM0913.Superseded values are not recommended for survey control.
 TM0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0913.See file dsdata.txt to determine how the superseded data were derived.
 TM0913
 TM0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU2440158345(NAD 83)
 TM0913_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0913_SETTING: 66 = SET IN ROCK OUTCROP
 TM0913
 TM0913  HISTORY     - Date     Condition        Report By
 TM0913  HISTORY     - 1963     MONUMENTED       CGS
 TM0913
 TM0913                          STATION DESCRIPTION
 TM0913
 TM0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0913'THE STATION IS ABOUT 9-3/4 MILES SOUTHWEST OF EAST GLACIER,
 TM0913'2-1/4 MILES NORTHWEST OF U.S. HIGHWAY 2, ON A HIGH ROCKY RIDGE
 TM0913'ALONG THE CONTINENTAL DIVIDE.
 TM0913'
 TM0913'THE STATION WAS REACHED BY HELICOPTER.
 TM0913'
 TM0913'THE STATION MARK IS A STANDARD DISK, STAMPED GLACIER 1963,
 TM0913'CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT ROCK OUTCROP PROJECTING
 TM0913'2 INCHES.  IT IS ON THE HIGHEST POINT OF THE RIDGE.
 TM0913'
 TM0913'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GLACIER NO 1 1963,
 TM0913'CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT ROCK OUTCROP PROJECTING
 TM0913'3 FEET ON THE SOUTH SIDE AND FLUSH ON THE NORTH SIDE.  IT IS
 TM0913'ABOUT 2 FEET LOWER THAN THE STATION.
 TM0913'
 TM0913'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GLACIER NO 2 1963,
 TM0913'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING
 TM0913'2 FEET.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 TM0913'
 TM0913'V A 8780 (USGS) IS AN ALUMINUM DISK OF THE U.S. GEOLOGICAL SURVEY,
 TM0913'STAMPED 8780 V A, CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT
 TM0913'ROCK OUTCROP PROJECTING 3 FEET.  IT IS ABOUT THE SAME ELEVATION
 TM0913'AS THE STATION.
 TM0913'
 TM0913'AZIMUTH MARK IS A STANDARD DISK, STAMPED GLACIER 1963, CEMENTED
 TM0913'IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP PROJECTING 1 FOOT.
 TM0913'IT IS ABOUT 1/4 MILE SOUTHWEST OF THE STATION IN THE SADDLE
 TM0913'OF THE THIRD HILL FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0094 ***********************************************************************
 TM0094  DESIGNATION -  GLACIER PARK
 TM0094  PID         -  TM0094
 TM0094  STATE/COUNTY-  MT/GLACIER
 TM0094  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM0094
 TM0094                         *CURRENT SURVEY CONTROL
 TM0094  ___________________________________________________________________
 TM0094* NAD 83(1986)-  48 26 33.     (N)    113 13 19.     (W)     SCALED    
 TM0094* NAVD 88     -      1470.798  (meters)    4825.44   (feet)  ADJUSTED  
 TM0094  ___________________________________________________________________
 TM0094  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 TM0094  DYNAMIC HT  -        1470.716 (meters)    4825.17  (feet)  COMP
 TM0094  MODELED GRAV-     980,503.2   (mgal)                       NAVD 88
 TM0094
 TM0094  VERT ORDER  -  FIRST     CLASS II
 TM0094
 TM0094.The horizontal coordinates were scaled from a topographic map and have
 TM0094.an estimated accuracy of +/- 6 seconds.
 TM0094
 TM0094.The orthometric height was determined by differential leveling
 TM0094.and adjusted by the National Geodetic Survey in June 1991..
 TM0094
 TM0094.The geoid height was determined by GEOID03.
 TM0094
 TM0094.The dynamic height is computed by dividing the NAVD 88
 TM0094.geopotential number by the normal gravity value computed on the
 TM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0094.degrees latitude (g = 980.6199 gals.).
 TM0094
 TM0094.The modeled gravity was interpolated from observed gravity values.
 TM0094
 TM0094;                    North         East    Units  Estimated Accuracy
 TM0094;SPC MT       -   472,420.      324,820.      MT  (+/- 180 meters Scaled)
 TM0094
 TM0094                          SUPERSEDED SURVEY CONTROL
 TM0094
 TM0094  NGVD 29 (??/??/92) 1469.526  (m)         4821.27   (f) ADJ UNCH    1 2
 TM0094
 TM0094.Superseded values are not recommended for survey control.
 TM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0094.See file dsdata.txt to determine how the superseded data were derived.
 TM0094
 TM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU356678(NAD 83)
 TM0094_MARKER: DB = BENCH MARK DISK
 TM0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TM0094_SP_SET: PLATFORM
 TM0094_STAMPING: 4821.381 GLACIER PARK 1933
 TM0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0094
 TM0094  HISTORY     - Date     Condition        Report By
 TM0094  HISTORY     - 1933     MONUMENTED       CGS
 TM0094  HISTORY     - 1934     GOOD             LOCENG
 TM0094  HISTORY     - 1978     GOOD             NGS
 TM0094
 TM0094                          STATION DESCRIPTION
 TM0094
 TM0094'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 TM0094'IN GLACIER PARK.
 TM0094'AT GLACIER PARK, GLACIER COUNTY, AT THE GLACIER PARK HOTEL, AT THE
 TM0094'EAST ENTRANCE TO THE LOBBY, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 TM0094'CONCRETE PLATFORM, 2 FEET FROM THE EAST EDGE, AND 1 FOOT FROM THE
 TM0094'SOUTH EDGE.  A STANDARD DISK, STAMPED 4821.381 GLACIER PARK 1933.
 TM0094
 TM0094                          STATION RECOVERY (1978)
 TM0094
 TM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0094'AT THE EAST GLACIER PARK LODGE, AT THE EAST ENTRANCE TO THE LOBBY.
 TM0094'SET IN TOP OF THE SOUTHEAST CORNER OF THE CONCRETE PLATFORM, 2 FEET
 TM0094'WEST OF THE EAST EDGE OF THE PLATFORM, AND 1 FOOT NORTH OF THE SOUTH
 TM0094'EDGE OF THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0615 ***********************************************************************
 TJ0615  SACS        -  This is a Secondary Airport Control Station.
 TJ0615  DESIGNATION -  GLASGOW 2
 TJ0615  PID         -  TJ0615
 TJ0615  STATE/COUNTY-  MT/VALLEY
 TJ0615  USGS QUAD   -  WHATELY (1978)
 TJ0615
 TJ0615                         *CURRENT SURVEY CONTROL
 TJ0615  ___________________________________________________________________
 TJ0615* NAD 83(1999)-  48 12 57.73968(N)    106 36 51.19715(W)     ADJUSTED  
 TJ0615* NAVD 88     -       702.33   (meters)    2304.2    (feet)  GPS OBS   
 TJ0615  ___________________________________________________________________
 TJ0615  X           -  -1,217,557.509 (meters)                     COMP
 TJ0615  Y           -  -4,080,515.784 (meters)                     COMP
 TJ0615  Z           -   4,733,427.524 (meters)                     COMP
 TJ0615  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 TJ0615  ELLIP HEIGHT-         685.45  (meters)          (01/29/02) GPS OBS
 TJ0615  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 TJ0615
 TJ0615  HORZ ORDER  -  FIRST
 TJ0615  ELLP ORDER  -  THIRD     CLASS II
 TJ0615
 TJ0615.This mark is at Glasgow Intl Airport (GGW)
 TJ0615
 TJ0615.The horizontal coordinates were established by GPS observations
 TJ0615.and adjusted by the National Geodetic Survey in January 2002..
 TJ0615.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TJ0615.DATUM ITEM on the data sheet items page.
 TJ0615
 TJ0615.The orthometric height was determined by GPS observations and a
 TJ0615.high-resolution geoid model.
 TJ0615
 TJ0615.GPS derived orthometric heights for airport stations designated as
 TJ0615.PACS or SACS are published to 2 decimal places.  This maintains
 TJ0615.centimeter relative accuracy between the PACS and SACS.  It does
 TJ0615.not indicate centimeter accuracy relative to other marks which are
 TJ0615.part of the NAVD 88 network.
 TJ0615
 TJ0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0615
 TJ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0615
 TJ0615.The ellipsoidal height was determined by GPS observations
 TJ0615.and is referenced to NAD 83.
 TJ0615
 TJ0615.The geoid height was determined by GEOID03.
 TJ0615
 TJ0615;                    North         East     Units Scale Factor Converg.
 TJ0615;SPC MT       -   444,656.185   814,320.348   MT  0.99961412   +2 06 39.5
 TJ0615;SPC MT       - 1,458,845.75  2,671,654.69   iFT  0.99961412   +2 06 39.5
 TJ0615;UTM  13      - 5,341,572.163   380,091.694   MT  0.99977666   -1 12 13.7
 TJ0615
 TJ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0615!SPC MT       -   0.99989258  x   0.99961412  =   0.99950674
 TJ0615!UTM  13      -   0.99989258  x   0.99977666  =   0.99966927
 TJ0615
 TJ0615:                Primary Azimuth Mark                     Grid Az
 TJ0615:SPC MT       -  TIGER BUTTE                              146 41 43.6
 TJ0615:UTM  13      -  TIGER BUTTE                              150 00 36.8
 TJ0615
 TJ0615|---------------------------------------------------------------------|
 TJ0615| PID    Reference Object                     Distance      Geod. Az  |
 TJ0615|                                                           dddmmss.s |
 TJ0615| TJ0614 TIGER BUTTE                         APPROX.11.8 KM 1484823.1 |
 TJ0615| AD9826 GGW ARP                             472.945 METERS 2300543.4 |
 TJ0615|---------------------------------------------------------------------|
 TJ0615
 TJ0615                          SUPERSEDED SURVEY CONTROL
 TJ0615
 TJ0615  NAD 83(1992)-  48 12 57.74476(N)    106 36 51.19760(W) AD(       ) 3
 TJ0615  NAD 83(1986)-  48 12 57.74219(N)    106 36 51.19035(W) AD(       ) 3
 TJ0615  NAD 27      -  48 12 57.66753(N)    106 36 49.01536(W) AD(       ) 3
 TJ0615
 TJ0615.Superseded values are not recommended for survey control.
 TJ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0615.See file dsdata.txt to determine how the superseded data were derived.
 TJ0615
 TJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP8009241572(NAD 83)
 TJ0615_MARKER: DB = BENCH MARK DISK
 TJ0615_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TJ0615+WITH SETTING: PAVEMENT
 TJ0615_SP_SET: 6 X 6 FOOT CONCRETE FOUNDATION
 TJ0615_STAMPING: GLASGOW N0 2 1957
 TJ0615_MARK LOGO: USGS  
 TJ0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 TJ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0615+STABILITY: SURFACE MOTION
 TJ0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0615+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2001
 TJ0615
 TJ0615  HISTORY     - Date     Condition        Report By
 TJ0615  HISTORY     - 1957     MONUMENTED       USGS
 TJ0615  HISTORY     - 20010619 GOOD             NGS
 TJ0615
 TJ0615                          STATION DESCRIPTION
 TJ0615
 TJ0615'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TJ0615'STATION LOCATED ABOUT 1 MI. N. OF GLASGOW, AT THE VALLEY COUNTY
 TJ0615'AIRPORT, ABOUT 1540 FT. SW. OF THE CONCRETE APRON ON THE E. SIDE OF
 TJ0615'FIELD, AND 235 FT. SE. OF THE CENTERLINE OF THE E-W. ASPHALT TAXI-WAY.
 TJ0615'
 TJ0615'TO REACH FROM JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 24 IN
 TJ0615'GLASGOW, GO NW. ALONG HIGHWAY 2 1.0 MI. TO JUNCTION WITH T-RD. E. TURN
 TJ0615'RIGHT AND GO 0.7 MI. ALONG GRAVELED RD. TO JUNCTION WITH TAXI-WAY,
 TJ0615'PROCEED 0.1 MI. SE.ALONG TAXI-WAY TO S. END OF RUNWAY, TURN LEFT PAST
 TJ0615'HANGER AND PROCEED NE. ALONG RUNWAY 0.5 MI. TO E-W. RUNWAY, TURN RIGHT
 TJ0615'ON RUNWAY AND GO 0.1 MI. TO TAXI-WAY CROSSING, TURN LEFT AND GO 0.4
 TJ0615'MI. STATION IS ABOUT 235 FT. SE. OF THIS POINT, AT HIGHEST POINT OF
 TJ0615'SLIGHT TOP,
 TJ0615'
 TJ0615'STATION MARK - STANDARD TABLET CEMENTED IN THE CENTER OF A CONCRETE
 TJ0615'SLAB FOOTING MEASURING 5 FT. X  5 FT. AND PROJECTING 0.8 FT. STAMPED
 TJ0615'---GLASGOW NO.2 1957.---
 TJ0615'
 TJ0615'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER SET IN CENTERLINE OF THE
 TJ0615'TAXI-WAY 234.57 FT. FROM STATION, N 34 DEG W.
 TJ0615'
 TJ0615'REFERENCE MARK NO.2 - 2 IN. REINFORCING ROD PROJECTING 0.8 FT. AND
 TJ0615'SET 24.61 FT. FROM STATION, N 71 DEG 13 MIN E.
 TJ0615
 TJ0615                          STATION RECOVERY (2001)
 TJ0615
 TJ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 TJ0615'THE STATION IS LOCATED NEAR THE NORTH EDGE OF GLASGOW AT THE
 TJ0615'GLASGOW INTERNATIONAL AIRPORT.  ON THE HIGHEST POINT OF GROUND
 TJ0615'NORTH-NORTHEAST OF THE CENTERLINE INTERSECTION OF RUNWAYS 7-25
 TJ0615'AND 12-30, IN A LARGE GRASS AREA SOUTHEAST OF AN OLD ABANDONED
 TJ0615'TAXIWAY, IN A 5 X 5-FOOT ABANDONED CONCRETE FOUNDATION.
 TJ0615' 
 TJ0615'OWNERSHIP--CITY OF GLASGOW, C/O AIRPORT MANAGER LELAND BLATTER,
 TJ0615'100 AIRPORT ROAD, GLASGOW, MT.  59230  PHONE  OFFICE  406-228-4023
 TJ0615'CELL  406-263-8424  OR HOME  406-785-4191
 TJ0615' 
 TJ0615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TJ0615'AIRPORT ROAD ON THE NORTHWEST SIDE OF GLASGOW, GO NORTHEAST
 TJ0615'AND EASTERLY ON AIRPORT ROAD FOR 1.36 KM TO THE AIRPORT ENTRANCE
 TJ0615'ROAD ON THE LEFT.  TURN LEFT, NORTH-NORTHWEST ON THE ENTRANCE
 TJ0615'ROAD FOR 0.16 KM TO THE AIRPORT PARKING LOT ON THE LEFT.  TURN LEFT,
 TJ0615'WEST-NORTHWEST FOR 0.09 KM CROSSING THE PARKING LOT TO A GATE.
 TJ0615'PASS THROUGH THE GATE TO AN APRON AND TAXIWAY C.  TURN RIGHT,
 TJ0615'NORTH-NORTHEAST, ON TAXIWAY C FOR 0.48 KM TO THE JUNCTION OF
 TJ0615'RUNWAY 7-25.  TURN RIGHT, EAST FOR 0.64 KM ON RUNWAY 7-25 TO THE
 TJ0615'INTERSECTION OF RUNWAY 12-30.  TURN LEFT, NORTHWEST ON RUNWAY
 TJ0615'12-30 FOR 0.24 KM TO AN ABANDONED TAXIWAY ON THE RIGHT.  TURN
 TJ0615'RIGHT, NORTHEAST ON THE TAXIWAY FOR 0.32 KM TO THE STATION ON THE
 TJ0615'RIGHT ON TOP OF THE HIGH GROUND.
 TJ0615' 
 TJ0615'NOTE--THE DATUM POINT IS THE CENTER OF A SMALL CROSS IN THE CENTER
 TJ0615'OF A SMALL TRIANGLE BOTH CAST IN THE TOP CENTER OF A STANDARD
 TJ0615'USGS ALUMINUM BENCH MARK DISK SET IN TOP OF AND NEAR THE CENTER
 TJ0615'OF A 5 X 5 FOOT CONCRETE FOUNDATION.
 TJ0615' 
 TJ0615'STATION IS 71.62 M SOUTHEAST OF THE ABANDONED TAXIWAY CENTER, AND
 TJ0615'THE STATION IS ABOUT 2.0 M ABOVE THE TAXIWAY LEVEL AND PROJECTING
 TJ0615'ABOUT 15-CM ABOVE THE GROUND SURFACE.  BY R.G. HAYES
 TJ0615' 
 TJ0615'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 TJ0615'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0636 ***********************************************************************
 QW0636  DESIGNATION -  GLASS
 QW0636  PID         -  QW0636
 QW0636  STATE/COUNTY-  MT/SWEET GRASS
 QW0636  USGS QUAD   -  RYAN CREEK (1981)
 QW0636
 QW0636                         *CURRENT SURVEY CONTROL
 QW0636  ___________________________________________________________________
 QW0636* NAD 83(1992)-  45 57 38.64692(N)    109 50 11.69200(W)     ADJUSTED  
 QW0636* NAVD 88     -      1497.4    (meters)    4913.     (feet)  VERTCON   
 QW0636  ___________________________________________________________________
 QW0636  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 QW0636  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 QW0636
 QW0636  HORZ ORDER  -  THIRD
 QW0636
 QW0636.The horizontal coordinates were established by classical geodetic methods
 QW0636.and adjusted by the National Geodetic Survey in July 1992..
 QW0636
 QW0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0636
 QW0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0636
 QW0636.The geoid height was determined by GEOID03.
 QW0636
 QW0636;                    North         East     Units Scale Factor Converg.
 QW0636;SPC MT       -   190,171.703   573,920.455   MT  0.99955946   -0 14 46.4
 QW0636;SPC MT       -   623,922.91  1,882,941.13   iFT  0.99955946   -0 14 46.4
 QW0636;UTM  12      - 5,090,342.922   590,149.719   MT  0.99969991   +0 50 11.0
 QW0636
 QW0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0636!SPC MT       -   0.99976714  x   0.99955946  =   0.99932670
 QW0636!UTM  12      -   0.99976714  x   0.99969991  =   0.99946712
 QW0636
 QW0636:                Primary Azimuth Mark                     Grid Az
 QW0636:SPC MT       -  TIP                                      051 11 22.5
 QW0636:UTM  12      -  TIP                                      050 06 25.1
 QW0636
 QW0636|---------------------------------------------------------------------|
 QW0636| PID    Reference Object                     Distance      Geod. Az  |
 QW0636|                                                           dddmmss.s |
 QW0636| RV0759 TIP                                 APPROX.10.7 KM 0505636.1 |
 QW0636|---------------------------------------------------------------------|
 QW0636
 QW0636                          SUPERSEDED SURVEY CONTROL
 QW0636
 QW0636  NAD 83(1986)-  45 57 38.64625(N)    109 50 11.67726(W) AD(       ) 3
 QW0636  NAD 27      -  45 57 38.86355(N)    109 50 09.01381(W) AD(       ) 3
 QW0636  NGVD 29 (07/19/86) 1496.4    (m)         4909.     (f) VERT ANG       
 QW0636
 QW0636.Superseded values are not recommended for survey control.
 QW0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0636.See file dsdata.txt to determine how the superseded data were derived.
 QW0636
 QW0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR9015090343(NAD 83)
 QW0636_MARKER: DD = SURVEY DISK
 QW0636_SETTING: 66 = SET IN ROCK OUTCROP
 QW0636_SP_SET: SET IN ROCK OUTCROP
 QW0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0636+STABILITY: POSITION/ELEVATION WELL
 QW0636
 QW0636  HISTORY     - Date     Condition        Report By
 QW0636  HISTORY     - 1952     MONUMENTED       USGS
 QW0636
 QW0636                          STATION DESCRIPTION
 QW0636
 QW0636'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0636'STATION IS LOCATED APPROXIMATELY 10.0 AIR MI. NE. OF BIG TIMBER,
 QW0636'MONTANA, SWEET GRASS COUNTY, IN T.3 N., R.15 E., SEC 35.
 QW0636'
 QW0636'TO REACH THE STATION FROM BIG TIMBER POST OFFICE, PROCEED N. ALONG
 QW0636'STATE HIGHWAY 19 FOR 12.3 MI. TO A T-JUNCTION OF A RD. E., TURN RIGHT,
 QW0636'E., FOR 4.3 MI. TO A GATE AND RD. FORK, TAKE RIGHT FORK FOR 1.6 MI.
 QW0636'TO ANOTHER RD. FORK.  TURN RIGHT FOR 1.5 MI. TO RANCH BUILDINGS,
 QW0636'THENCE TURN RIGHT, S. ALONG FIELD RD. FOR 1.3 MI. TO GATE, THEN ACROSS
 QW0636'COUNTRY APPROXIMATELY 1.0 MI., BEARING SW. TO THE TOP OF A LARGE RIDGE
 QW0636'AND THE STATION.
 QW0636'
 QW0636'STATION MARK - STANDARD USGS TABLET CEMENTED IN A SANDSTONE OUTCROP
 QW0636'FLUSH WITH THE GROUND, STAMPED ---GLASS, 1952---.
 QW0636'
 QW0636'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0567 ***********************************************************************
 TJ0567  DESIGNATION -  GLENTANA
 TJ0567  PID         -  TJ0567
 TJ0567  STATE/COUNTY-  MT/VALLEY
 TJ0567  USGS QUAD   -  GLASS HILL (1973)
 TJ0567
 TJ0567                         *CURRENT SURVEY CONTROL
 TJ0567  ___________________________________________________________________
 TJ0567* NAD 83(1992)-  48 53 17.56163(N)    106 18 40.03928(W)     ADJUSTED  
 TJ0567* NAVD 88     -       972.08   (+/-2cm)    3189.2    (feet)  VERTCON   
 TJ0567  ___________________________________________________________________
 TJ0567  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 TJ0567  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TJ0567
 TJ0567  HORZ ORDER  -  FIRST
 TJ0567  VERT ORDER  -  THIRD ? (See Below)
 TJ0567
 TJ0567.The horizontal coordinates were established by classical geodetic methods
 TJ0567.and adjusted by the National Geodetic Survey in July 1992..
 TJ0567
 TJ0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0567.The vertical order pertains to the NGVD 29 superseded value.
 TJ0567
 TJ0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0567
 TJ0567.The geoid height was determined by GEOID03.
 TJ0567
 TJ0567;                    North         East     Units Scale Factor Converg.
 TJ0567;SPC MT       -   520,195.670   833,777.445   MT  0.99993316   +2 19 57.6
 TJ0567;SPC MT       - 1,706,678.71  2,735,490.31   iFT  0.99993316   +2 19 57.6
 TJ0567;UTM  13      - 5,415,857.514   403,887.916   MT  0.99971348   -0 59 16.5
 TJ0567
 TJ0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0567!SPC MT       -   0.99985037  x   0.99993316  =   0.99978354
 TJ0567!UTM  13      -   0.99985037  x   0.99971348  =   0.99956390
 TJ0567
 TJ0567|---------------------------------------------------------------------|
 TJ0567| PID    Reference Object                     Distance      Geod. Az  |
 TJ0567|                                                           dddmmss.s |
 TJ0567| CQ6607 GLENTANA RM 1                        28.080 METERS 18000     |
 TJ0567| CQ6606 GLENTANA AZ MK                                     1934441.5 |
 TJ0567| CQ6608 GLENTANA RM 2                        24.385 METERS 26231     |
 TJ0567|---------------------------------------------------------------------|
 TJ0567
 TJ0567                          SUPERSEDED SURVEY CONTROL
 TJ0567
 TJ0567  NAD 83(1986)-  48 53 17.56142(N)    106 18 40.03874(W) AD(       ) 1
 TJ0567  NAD 27      -  48 53 17.47000(N)    106 18 37.94500(W) AD(       ) 1
 TJ0567  NGVD 29 (07/19/86)  971.40   (m)         3187.0    (f) LEVELING    3  
 TJ0567
 TJ0567.Superseded values are not recommended for survey control.
 TJ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0567.See file dsdata.txt to determine how the superseded data were derived.
 TJ0567
 TJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ0388815858(NAD 83)
 TJ0567_MARKER: DS = TRIANGULATION STATION DISK
 TJ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0567
 TJ0567  HISTORY     - Date     Condition        Report By
 TJ0567  HISTORY     - 1923     MONUMENTED       GSC
 TJ0567  HISTORY     - 1934     GOOD             CGS
 TJ0567  HISTORY     - 1973     GOOD             USGS
 TJ0567
 TJ0567                          STATION DESCRIPTION
 TJ0567
 TJ0567'DESCRIBED BY GEODETIC SURVEY OF CANADA 1923
 TJ0567'NEAR THE EDGE OF A TABLELAND OVERLOOKING THE POPLAR RIVER
 TJ0567'VALLEY.  THE STATION IS NEAR THE CENTER OF THE NORTH SIDE
 TJ0567'OF SE 1/4 SEC. 11, T. 36 N., R. 41 E., PRINCIPAL MERIDIAN.
 TJ0567'
 TJ0567'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TJ0567'MARK.  THE REFERENCE MARK IS A GENERAL LAND
 TJ0567'OFFICE POST AT THE SOUTHEAST CORNER OF THE ABOVE SECTION,
 TJ0567'871.74 METERS FROM THE STATION S 35 DEG 23 MIN E.
 TJ0567
 TJ0567                          STATION RECOVERY (1934)
 TJ0567
 TJ0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0567'STATION GLENTANA 1923 IS ABOUT 4 MILES NORTHWEST OF GLENTANA,
 TJ0567'AND IS NEAR THE CENTER OF THE NORTH SIDE OF SOUTHEAST QUARTER
 TJ0567'SEC. 11, T. 36 N., R. 41 E.  THE STATION IS NEAR THE EDGE
 TJ0567'OF THE TABLELAND, OVERLOOKING POPLAR RIVER VALLEY.  THE STATION
 TJ0567'MARK IS A STANDARD BRONZE DISK SET IN A 14-INCH CONCRETE POST.
 TJ0567'THE MONUMENT PROJECTS 19 INCHES ABOVE THE SURFACE OF THE
 TJ0567'GROUND.  THE MARK, FORMERLY UNSTAMPED, WAS STAMPED GLENTANA
 TJ0567'1923.
 TJ0567'
 TJ0567'TWO NEW REFERENCE MARKS AND ONE NEW AZIMUTH MARK WERE ESTABLISHED.
 TJ0567'THE MARKS WERE STAMPED GLENTANA 1923.  THE MARKS ARE SET
 TJ0567'IN CONCRETE.
 TJ0567'
 TJ0567'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.
 TJ0567'
 TJ0567'REFERENCE MARK NO. 2 IS WEST OF THE STATION.
 TJ0567'
 TJ0567'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHWEST OF THE STATION.
 TJ0567'THE MARK IS 5 FEET NORTHEAST OF A T-FENCE CORNER.  THIS
 TJ0567'FENCE CORNER IS 0.3 MILE NORTH FROM THE FARM BUILDINGS AND IS
 TJ0567'0.2 MILE WEST OF THE ROAD LEADING NORTH FROM THE BUILDINGS
 TJ0567'ALONG THE EAST SIDE OF A FENCE.
 TJ0567'
 TJ0567'THE STATION IS REACHED FROM GLENTANA BY GOING WEST ON THE
 TJ0567'OPHEIM ROAD, 3.0 MILES TO A ROAD LEADING TO THE NORTH ACROSS
 TJ0567'THE RAILROAD TRACKS.  TAKE THIS ROAD NORTH 1.4 MILES TO SOME
 TJ0567'FARM BUILDINGS.  PASS BETWEEN THE BARN AND THE HOUSE AND TAKE
 TJ0567'THE ROAD ALONG THE EAST SIDE OF THE FENCE 0.4 MILE TO THE
 TJ0567'FENCE CORNER.  BEAR RIGHT AROUND THE HEAD OF A COULEE AND THEN
 TJ0567'DRIVE NORTH TO THE STATION, 0.7 MILE FROM THE FENCE CORNER.
 TJ0567'
 TJ0567'A TWENTY-FOOT SIGNAL WAS ERECTED.
 TJ0567
 TJ0567                          STATION RECOVERY (1973)
 TJ0567
 TJ0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 TJ0567'STATION MARK AND R.M.S FOUND IN GOOD CONDITION.  AZIMUTH
 TJ0567'MARK NOT SEARCHED FOR.  REVISED ROUTE DESCRIPTION.  TO REACH
 TJ0567'THE STATION FROM THE POST OFFICE IN GLENTANA, MONT., GO NORTH
 TJ0567'ON GRADED ROAD FOR 0.15 MILE TO ROAD FORK.  TURN LEFT AND GO
 TJ0567'NW FOR 0.35 MILE TO T-RD. JCT.  TURN LEFT (WEST) FOR 0.25
 TJ0567'MILE TO T-RD. JCT.  TURN RIGHT AND FOLLOW GRADED ROAD NORTH
 TJ0567'FOR 4.1 MILES TO ROAD FORK.  TURN LEFT (WEST) FOR 1.7 MILES
 TJ0567'TO DRIVEWAY SOUTH.  TAKE DRIVEWAY SOUTH FOR 0.05 MILE TO GATE
 TJ0567'EAST OF CORRALS AND BARN.  PASS THROUGH GATE AND CONTINUE
 TJ0567'ON SOUTH FOR 0.55 MILE TO GATE.  PASS THROUGH GATE AND
 TJ0567'FOLLOW TRACK ROAD SOUTH AND SOUTHWEST FOR 1.0 MILE TO FENCE
 TJ0567'CORNER ON THE LEFT.  AT THIS POINT LEAVE ROAD AND DRIVE
 TJ0567'ACROSS COUNTRY SW UP RIDGE FOR 0.35 MILE TO FIELD CORNER.
 TJ0567'THEN DRIVE WEST ALONG NORTH SIDE OF FIELD FOR 0.15 MILE.
 TJ0567'THE STA. IS IN THE PASTURE ABOUT 90 FT. NORTH OF FIELD LINE
 TJ0567'AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1547 ***********************************************************************
 SS1547  DESIGNATION -  GLIKO
 SS1547  PID         -  SS1547
 SS1547  STATE/COUNTY-  MT/CASCADE
 SS1547  USGS QUAD   -  BLYTHE (1982)
 SS1547
 SS1547                         *CURRENT SURVEY CONTROL
 SS1547  ___________________________________________________________________
 SS1547* NAD 83(1992)-  47 22 24.74157(N)    110 46 18.20937(W)     ADJUSTED  
 SS1547* NAVD 88     -      1390.     (meters)    4560.     (feet)  VERTCON   
 SS1547  ___________________________________________________________________
 SS1547  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 SS1547  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 SS1547
 SS1547  HORZ ORDER  -  THIRD
 SS1547
 SS1547.The horizontal coordinates were established by classical geodetic methods
 SS1547.and adjusted by the National Geodetic Survey in July 1992..
 SS1547
 SS1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1547
 SS1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1547
 SS1547.The geoid height was determined by GEOID03.
 SS1547
 SS1547;                    North         East     Units Scale Factor Converg.
 SS1547;SPC MT       -   347,859.737   504,014.516   MT  0.99941245   -0 55 49.0
 SS1547;SPC MT       - 1,141,272.10  1,653,590.93   iFT  0.99941245   -0 55 49.0
 SS1547;UTM  12      - 5,246,700.800   517,233.424   MT  0.99960365   +0 10 04.7
 SS1547
 SS1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1547!SPC MT       -   0.99978425  x   0.99941245  =   0.99919683
 SS1547!UTM  12      -   0.99978425  x   0.99960365  =   0.99938798
 SS1547
 SS1547|---------------------------------------------------------------------|
 SS1547| PID    Reference Object                     Distance      Geod. Az  |
 SS1547|                                                           dddmmss.s |
 SS1547| CQ6609 GLIKO RM 1                           13.217 METERS 08152     |
 SS1547| SS1522 AIRWAY BCN 56 12 MI ESE BELT        APPROX. 7.3 KM 1241450.7 |
 SS1547| CQ6610 GLIKO RM 2                            8.162 METERS 29804     |
 SS1547|---------------------------------------------------------------------|
 SS1547
 SS1547                          SUPERSEDED SURVEY CONTROL
 SS1547
 SS1547  NAD 83(1986)-  47 22 24.73932(N)    110 46 18.19185(W) AD(       ) 3
 SS1547  NAD 27      -  47 22 24.87500(N)    110 46 15.39970(W) AD(       ) 3
 SS1547  NGVD 29 (07/19/86) 1389.     (m)         4557.     (f) VERT ANG       
 SS1547
 SS1547.Superseded values are not recommended for survey control.
 SS1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1547.See file dsdata.txt to determine how the superseded data were derived.
 SS1547
 SS1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT1723346701(NAD 83)
 SS1547_MARKER: DB = BENCH MARK DISK
 SS1547_SETTING: 80 = SET IN A BOULDER
 SS1547_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SS1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS1547+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 SS1547
 SS1547  HISTORY     - Date     Condition        Report By
 SS1547  HISTORY     - 1961     MONUMENTED       USGS
 SS1547  HISTORY     - 1960     GOOD             USGS
 SS1547  HISTORY     - 20040901 GOOD             INDIV
 SS1547
 SS1547                          STATION DESCRIPTION
 SS1547
 SS1547'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JCC)
 SS1547'STATION IS LOCATED ABOUT 26 MILES SOUTH OF FORT BENTON, 23
 SS1547'MILES EAST-SOUTHEAST OF GREAT FALLS, 7-1/2 MILES EAST OF BELT,
 SS1547'7 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 87 AND
 SS1547'89 AND ON THE HIGHEST POINT OF A LOW HILL IN PASTURE LAND.
 SS1547'
 SS1547'TO REACH THE STATION FROM THE BRIDGE OVER LITTLE BELT CREEK
 SS1547'IN THE TOWN OF BELT, WHICH IS 19 MILES SOUTHEAST OF GREAT
 SS1547'FALLS, GO SOUTHEAST ON STATE HIGHWAY 789 FOR 2.4 MILES TO A
 SS1547'SIDE ROAD LEFT.  TURN LEFT AND GO 0.75 MILE TO A SIDE ROAD
 SS1547'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.5 MILES TO A SIDE
 SS1547'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 4.1 MILES TO WHERE
 SS1547'THE MAIN ROAD TURNS RIGHT AND A TRACK ROAD ON THE LEFT AT A
 SS1547'WIRE GATE.  TURN LEFT, PASS THROUGH GATE.  BEAR RIGHT AND
 SS1547'FOLLOW OLD TRACK ROAD NORTHEASTERLY FOR 0.2 MILE TO THE TOP
 SS1547'OF HILL AND STATION.
 SS1547'
 SS1547'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 SS1547'STAMPED GLIKO 4556 VABM 1955, CEMENTED IN A DRILL HOLE IN
 SS1547'A 6 INCH BY 3 FOOT BOULDER PROJECTING 8 INCHES.  IT IS 199
 SS1547'FEET EAST OF A FENCE CORNER, 11 FEET SOUTH OF AN EAST-WEST
 SS1547'FENCE, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD
 SS1547'AND 4.6 FEET NORTH-NORTHEAST OF A WITNESS POST.
 SS1547'
 SS1547'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GLIKO USGS NO
 SS1547'1 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 SS1547'PROJECTING 6 INCHES.  IT IS 23 FEET NORTH OF THE CENTERLINE
 SS1547'OF THE TRACK ROAD, 1 FOOT SOUTH OF THE FENCE AND ABOUT THE
 SS1547'SAME ELEVATION AS THE STATION MARK.
 SS1547'
 SS1547'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GLIKO USGS
 SS1547'NO 2 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 SS1547'PROJECTING 6 INCHES.  IT IS 17 FEET NORTH OF THE CENTERLINE
 SS1547'OF THE TRACK ROAD, 1 FOOT SOUTH OF THE FENCE AND ABOUT THE
 SS1547'SAME ELEVATION AS THE STATION MARK.
 SS1547
 SS1547                          STATION RECOVERY (1960)
 SS1547
 SS1547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 SS1547'STATION IS LOCATED ON HILL IN SEC. 31, T 19 N, R 8 E, APPROXIMATELY
 SS1547'7.5 MI. (AIRLINE) E. OF ARMINGTON AND 200 FT. ESE. OF FENCE CORNER.
 SS1547'
 SS1547'TO REACH STATION FROM ARMINGTON, GO SE. ON U.S. HIGHWAY 89 AND 87
 SS1547'FOR 0.4 MI., THENCE LEFT OFF HIGHWAY ON GRAVELED RD. FOR 0.8 MI. TO
 SS1547'RD. FORK, THENCE LEFT FOR 1.3 MI. TO T-RD. N., CONTINUE ON E. FOR 4.4
 SS1547'MI. TO BRIDGE.  LEAVE RD. JUST BEFORE CROSSING BRIDGE AND FOLLOW
 SS1547'TRAIL E. FOR 0.2 MI. TO TOP OF HILL AND STATION.
 SS1547'
 SS1547'RECOVERED.
 SS1547'
 SS1547'STATION MARK--STANDARD TABLET STAMPED ---GLIKO 1955 VABM 4556---, SET
 SS1547'IN A BURIED BOULDER.
 SS1547'
 SS1547'REFERENCE MARK NO. 1--STANDARD TABLET (REFERENCE), STAMPED ---GLIKO
 SS1547'1955 NO. 1---, SET IN BURIED BOULDER, 23.79 FT. FROM STATION MARK,
 SS1547'S 69 DEG 30 MIN W.
 SS1547'
 SS1547'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN BASE OF FENCE POST,
 SS1547'21.25 FT. FROM STATION MARK, S 51 DEG 57 MIN E.
 SS1547
 SS1547                          STATION RECOVERY (2004)
 SS1547
 SS1547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SDB)
 SS1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0718 ***********************************************************************
 QX0718  DESIGNATION -  GLO 1 RM 1
 QX0718  PID         -  QX0718
 QX0718  STATE/COUNTY-  MT/PARK
 QX0718  USGS QUAD   -  GOBBLERS KNOB (1951)
 QX0718
 QX0718                         *CURRENT SURVEY CONTROL
 QX0718  ___________________________________________________________________
 QX0718* NAD 83(1992)-  45 47 10.88381(N)    110 39 49.68936(W)     ADJUSTED  
 QX0718* NAVD 88     -      1691.2    (meters)    5549.     (feet)  VERTCON   
 QX0718  ___________________________________________________________________
 QX0718  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 QX0718  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 QX0718
 QX0718  HORZ ORDER  -  SECOND
 QX0718
 QX0718.The horizontal coordinates were established by classical geodetic methods
 QX0718.and adjusted by the National Geodetic Survey in July 1992..
 QX0718
 QX0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0718
 QX0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0718
 QX0718.The geoid height was determined by GEOID03.
 QX0718
 QX0718;                    North         East     Units Scale Factor Converg.
 QX0718;SPC MT       -   171,413.722   509,539.468   MT  0.99961913   -0 51 04.8
 QX0718;SPC MT       -   562,380.98  1,671,717.41   iFT  0.99961913   -0 51 04.8
 QX0718;UTM  12      - 5,070,365.645   526,132.549   MT  0.99960840   +0 14 27.5
 QX0718
 QX0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0718!SPC MT       -   0.99973662  x   0.99961913  =   0.99935585
 QX0718!UTM  12      -   0.99973662  x   0.99960840  =   0.99934512
 QX0718
 QX0718:                Primary Azimuth Mark                     Grid Az
 QX0718:SPC MT       -  YARDLEY                                  157 01 53.2
 QX0718:UTM  12      -  YARDLEY                                  155 56 20.9
 QX0718
 QX0718|---------------------------------------------------------------------|
 QX0718| PID    Reference Object                     Distance      Geod. Az  |
 QX0718|                                                           dddmmss.s |
 QX0718| QX0730 YARDLEY                             APPROX. 8.2 KM 1561048.4 |
 QX0718|---------------------------------------------------------------------|
 QX0718
 QX0718                          SUPERSEDED SURVEY CONTROL
 QX0718
 QX0718  NAD 83(1986)-  45 47 10.87962(N)    110 39 49.68161(W) AD(       ) 2
 QX0718  NAD 27      -  45 47 11.11800(N)    110 39 46.92100(W) AD(       ) 2
 QX0718  NGVD 29 (07/19/86) 1690.0    (m)         5545.     (f) VERT ANG       
 QX0718
 QX0718.Superseded values are not recommended for survey control.
 QX0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0718.See file dsdata.txt to determine how the superseded data were derived.
 QX0718
 QX0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR2613370366(NAD 83)
 QX0718
 QX0718  HISTORY     - Date     Condition        Report By
 QX0718  HISTORY     - 1925     MONUMENTED       CGS
 QX0718  HISTORY     - 1933     GOOD             CGS
 QX0718  HISTORY     - 1948     GOOD             USGS
 QX0718
 QX0718                          STATION DESCRIPTION
 QX0718
 QX0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QX0718'MARK IS 108.339 METERS (355.44 FEET) FROM STATION GLO 1,
 QX0718'N 64 DEG 24 MIN E.
 QX0718
 QX0718                          STATION RECOVERY (1948)
 QX0718
 QX0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QX0718'RECOVERED AND REDESCRIBED AS FOLLOWS
 QX0718'
 QX0718'STATION LOCATED ABOUT 14.6 MI. N. OF LIVINGSTON, ON TOP OF A RIDGE.
 QX0718'
 QX0718'TO REACH STATION FROM LIVINGSTON POST OFFICE, GO 1.4 MI. E. ON U.S.
 QX0718'HIGHWAY 10, TURN LEFT (N.) ON U.S. HIGHWAY 89 AND GO 1.05 MI., TURN
 QX0718'LEFT AND FOLLOW MAIN TRAVELED RD. 10.7 MI. TO WILLOW CREEK RANCH
 QX0718'ENTRANCE, CONTINUE AHEAD (RIGHT) 0.6 MI., TURN RIGHT THROUGH GATE
 QX0718'AND GO 0.55 MI. TO CREST OF RIDGE, LEAVE RD. AT RIGHT ANGLE, CROSS
 QX0718'RIDGE, CROSS EARTH DAM AND GO TO FENCE CORNER AND STATION 0.35 MI.
 QX0718'SIGNAL ON REFERENCE MARK NO. 1 AT TOP OF RIDGE NE. OF STATION.
 QX0718'
 QX0718'STATION MARK--STANDARD GLO REFERENCE DISK, IN CEMENT POST, STAMPED
 QX0718'---REFERENCE NO. 1---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0716 ***********************************************************************
 QX0716  DESIGNATION -  GLO 1 RM 2
 QX0716  PID         -  QX0716
 QX0716  STATE/COUNTY-  MT/PARK
 QX0716  USGS QUAD   -  GOBBLERS KNOB (1951)
 QX0716
 QX0716                         *CURRENT SURVEY CONTROL
 QX0716  ___________________________________________________________________
 QX0716* NAD 83(1992)-  45 47 10.17084(N)    110 39 54.81576(W)     ADJUSTED  
 QX0716* NAVD 88     -      1684.     (meters)    5525.     (feet)  SCALED    
 QX0716  ___________________________________________________________________
 QX0716  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 QX0716  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 QX0716
 QX0716  HORZ ORDER  -  SECOND
 QX0716
 QX0716.The horizontal coordinates were established by classical geodetic methods
 QX0716.and adjusted by the National Geodetic Survey in July 1992..
 QX0716
 QX0716.The orthometric height was scaled from a topographic map.
 QX0716
 QX0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0716
 QX0716.The geoid height was determined by GEOID03.
 QX0716
 QX0716;                    North         East     Units Scale Factor Converg.
 QX0716;SPC MT       -   171,393.366   509,428.463   MT  0.99961920   -0 51 08.5
 QX0716;SPC MT       -   562,314.19  1,671,353.23   iFT  0.99961920   -0 51 08.5
 QX0716;UTM  12      - 5,070,343.177   526,021.954   MT  0.99960832   +0 14 23.8
 QX0716
 QX0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0716!SPC MT       -   0.99973772  x   0.99961920  =   0.99935702
 QX0716!UTM  12      -   0.99973772  x   0.99960832  =   0.99934614
 QX0716
 QX0716                          SUPERSEDED SURVEY CONTROL
 QX0716
 QX0716  NAD 83(1986)-  45 47 10.16665(N)    110 39 54.80799(W) AD(       ) 2
 QX0716  NAD 27      -  45 47 10.41000(N)    110 39 52.04000(W) AD(       ) 2
 QX0716
 QX0716.Superseded values are not recommended for survey control.
 QX0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0716.See file dsdata.txt to determine how the superseded data were derived.
 QX0716
 QX0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR2602270343(NAD 83)
 QX0716
 QX0716  HISTORY     - Date     Condition        Report By
 QX0716  HISTORY     - 1925     MONUMENTED       USGLO
 QX0716
 QX0716                          STATION DESCRIPTION
 QX0716
 QX0716'DESCRIBED BY US GENERAL LAND OFFICE 1925
 QX0716'MARK IS 27.681 METERS (90.82 FEET) FROM
 QX0716'STATION GLO 1, N 27 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0328 ***********************************************************************
 QV0328  DESIGNATION -  GLO 10 RM 1
 QV0328  PID         -  QV0328
 QV0328  STATE/COUNTY-  MT/BIG HORN
 QV0328  USGS QUAD   -  GOOD LUCK CREEK (1967)
 QV0328
 QV0328                         *CURRENT SURVEY CONTROL
 QV0328  ___________________________________________________________________
 QV0328* NAD 83(1993)-  45 20 49.11756(N)    107 23 19.71349(W)     ADJUSTED  
 QV0328* NAVD 88     -      1045.     (meters)    3428.     (feet)  SCALED    
 QV0328  ___________________________________________________________________
 QV0328  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 QV0328  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 QV0328
 QV0328  HORZ ORDER  -  SECOND
 QV0328
 QV0328.The horizontal coordinates were established by classical geodetic methods
 QV0328.and adjusted by the National Geodetic Survey in January 1997..
 QV0328
 QV0328.The orthometric height was scaled from a topographic map.
 QV0328
 QV0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0328
 QV0328.The geoid height was determined by GEOID03.
 QV0328
 QV0328;                    North         East     Units Scale Factor Converg.
 QV0328;SPC MT       -   124,151.193   765,401.398   MT  0.99980945   +1 32 39.6
 QV0328;SPC MT       -   407,320.19  2,511,159.44   iFT  0.99980945   +1 32 39.6
 QV0328;UTM  13      - 5,024,272.256   312,865.680   MT  1.00003059   -1 41 59.4
 QV0328
 QV0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0328!SPC MT       -   0.99983847  x   0.99980945  =   0.99964795
 QV0328!UTM  13      -   0.99983847  x   1.00003059  =   0.99986905
 QV0328
 QV0328                          SUPERSEDED SURVEY CONTROL
 QV0328
 QV0328  NAD 83(1992)-  45 20 49.11184(N)    107 23 19.70249(W) AD(       ) 2
 QV0328  NAD 83(1986)-  45 20 49.10711(N)    107 23 19.69671(W) AD(       ) 2
 QV0328  NAD 27      -  45 20 49.23000(N)    107 23 17.37000(W) AD(       ) 2
 QV0328
 QV0328.Superseded values are not recommended for survey control.
 QV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0328.See file dsdata.txt to determine how the superseded data were derived.
 QV0328
 QV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL1286624272(NAD 83)
 QV0328_MARKER: Z = SEE DESCRIPTION
 QV0328_SETTING: 0 = UNSPECIFIED SETTING
 QV0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0328
 QV0328  HISTORY     - Date     Condition        Report By
 QV0328  HISTORY     - 1925     MONUMENTED       USGLO
 QV0328
 QV0328                          STATION DESCRIPTION
 QV0328
 QV0328'DESCRIBED BY US GENERAL LAND OFFICE 1925
 QV0328'A PUBLIC LAND SURVEY MONUMENT, THE STANDARD CORNER OF SECTIONS
 QV0328'33 AND 34, T. 5 S., R 35 E., PRINCIPAL MERIDIAN.
 QV0328'
 QV0328'NO. 1 IS 18.132 METERS (59.49 FEET) FROM STATION
 QV0328'S 44 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0326 ***********************************************************************
 QV0326  DESIGNATION -  GLO 10 RM 2
 QV0326  PID         -  QV0326
 QV0326  STATE/COUNTY-  MT/BIG HORN
 QV0326  USGS QUAD   -  GOOD LUCK CREEK (1967)
 QV0326
 QV0326                         *CURRENT SURVEY CONTROL
 QV0326  ___________________________________________________________________
 QV0326* NAD 83(1993)-  45 20 46.89658(N)    107 23 29.36592(W)     ADJUSTED  
 QV0326* NAVD 88     -      1061.7    (meters)    3483.     (feet)  VERTCON   
 QV0326  ___________________________________________________________________
 QV0326  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 QV0326  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 QV0326
 QV0326  HORZ ORDER  -  SECOND
 QV0326
 QV0326.The horizontal coordinates were established by classical geodetic methods
 QV0326.and adjusted by the National Geodetic Survey in January 1997..
 QV0326
 QV0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0326
 QV0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0326
 QV0326.The geoid height was determined by GEOID03.
 QV0326
 QV0326;                    North         East     Units Scale Factor Converg.
 QV0326;SPC MT       -   124,077.007   765,193.233   MT  0.99980975   +1 32 32.6
 QV0326;SPC MT       -   407,076.79  2,510,476.49   iFT  0.99980975   +1 32 32.6
 QV0326;UTM  13      - 5,024,209.955   312,653.603   MT  1.00003156   -1 42 06.2
 QV0326
 QV0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0326!SPC MT       -   0.99983580  x   0.99980975  =   0.99964558
 QV0326!UTM  13      -   0.99983580  x   1.00003156  =   0.99986736
 QV0326
 QV0326|---------------------------------------------------------------------|
 QV0326| PID    Reference Object                     Distance      Geod. Az  |
 QV0326|                                                           dddmmss.s |
 QV0326| QV0327 T5S R35E SECS 33 34 SC              213.644 METERS 06734     |
 QV0326| QV0315 ROSEBUD                             APPROX.17.6 KM 1021620.6 |
 QV0326|---------------------------------------------------------------------|
 QV0326
 QV0326                          SUPERSEDED SURVEY CONTROL
 QV0326
 QV0326  NAD 83(1992)-  45 20 46.89085(N)    107 23 29.35492(W) AD(       ) 2
 QV0326  NAD 83(1986)-  45 20 46.88613(N)    107 23 29.34914(W) AD(       ) 2
 QV0326  NAD 27      -  45 20 47.01100(N)    107 23 27.01900(W) AD(       ) 2
 QV0326  NGVD 29 (07/19/86) 1061.0    (m)         3481.     (f) VERT ANG       
 QV0326
 QV0326.Superseded values are not recommended for survey control.
 QV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0326.See file dsdata.txt to determine how the superseded data were derived.
 QV0326
 QV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL1265424210(NAD 83)
 QV0326_MARKER: Z = SEE DESCRIPTION
 QV0326_SETTING: 0 = UNSPECIFIED SETTING
 QV0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0326
 QV0326  HISTORY     - Date     Condition        Report By
 QV0326  HISTORY     - 1925     MONUMENTED       USGLO
 QV0326
 QV0326                          STATION DESCRIPTION
 QV0326
 QV0326'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 QV0326'IDENTICAL WITH REFERENCE MARK NO. 2 OF G. L. O. STATION
 QV0326'10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0347 ***********************************************************************
 QV0347  DESIGNATION -  GLO 11 RM
 QV0347  PID         -  QV0347
 QV0347  STATE/COUNTY-  MT/BIG HORN
 QV0347  USGS QUAD   -  BLACK GULCH (1969)
 QV0347
 QV0347                         *CURRENT SURVEY CONTROL
 QV0347  ___________________________________________________________________
 QV0347* NAD 83(1993)-  45 05 10.41767(N)    107 35 22.53346(W)     ADJUSTED  
 QV0347* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 QV0347  ___________________________________________________________________
 QV0347  LAPLACE CORR-         -11.69  (seconds)                    DEFLEC99
 QV0347  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 QV0347
 QV0347  HORZ ORDER  -  SECOND
 QV0347
 QV0347.The horizontal coordinates were established by classical geodetic methods
 QV0347.and adjusted by the National Geodetic Survey in January 1997..
 QV0347
 QV0347.The orthometric height was scaled from a topographic map.
 QV0347
 QV0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0347
 QV0347.The geoid height was determined by GEOID03.
 QV0347
 QV0347;                    North         East     Units Scale Factor Converg.
 QV0347;SPC MT       -    94,780.805   750,380.945   MT  0.99994934   +1 23 50.9
 QV0347;SPC MT       -   310,960.65  2,461,879.74   iFT  0.99994934   +1 23 50.9
 QV0347;SPC WYEC     -   609,478.380   379,826.355   MT  0.99994250   -0 10 53.3
 QV0347;UTM  13      - 4,995,791.742   296,206.964   MT  1.00011070   -1 50 04.2
 QV0347
 QV0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0347!SPC MT       -   0.99976526  x   0.99994934  =   0.99971461
 QV0347!SPC WYEC     -   0.99976526  x   0.99994250  =   0.99970777
 QV0347!UTM  13      -   0.99976526  x   1.00011070  =   0.99987593
 QV0347
 QV0347                          SUPERSEDED SURVEY CONTROL
 QV0347
 QV0347  NAD 83(1992)-  45 05 10.40601(N)    107 35 22.52118(W) AD(       ) 2
 QV0347  NAD 83(1986)-  45 05 10.40681(N)    107 35 22.51910(W) AD(       ) 2
 QV0347  NAD 27      -  45 05 10.54000(N)    107 35 20.17000(W) AD(       ) 2
 QV0347
 QV0347.Superseded values are not recommended for survey control.
 QV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0347.See file dsdata.txt to determine how the superseded data were derived.
 QV0347
 QV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK9620795792(NAD 83)
 QV0347_MARKER: Z = SEE DESCRIPTION
 QV0347_SETTING: 0 = UNSPECIFIED SETTING
 QV0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0347
 QV0347  HISTORY     - Date     Condition        Report By
 QV0347  HISTORY     - 1925     MONUMENTED       USGLO
 QV0347
 QV0347                          STATION DESCRIPTION
 QV0347
 QV0347'DESCRIBED BY US GENERAL LAND OFFICE 1925
 QV0347'PUBLIC LAND SURVEY MONUMENT, THE QUARTER-SECTION CORNER OF
 QV0347'SECTION 31, T. 8 S., R. 34 E., PRINCIPAL MERIDIAN.
 QV0347'
 QV0347'REFERENCE MARK IS 12.821 METERS (42.06 FEET) FROM STATION
 QV0347'N 33 DEG 59 MIN W.  T. 9 S., R. 34 E., SEC. 6, QUARTER-SECTION
 QV0347'CORNER IS 11.388 METERS (37.36 FEET)
 QV0347'FROM STATION N 89 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0320 ***********************************************************************
 QV0320  DESIGNATION -  GLO 12 RM 1
 QV0320  PID         -  QV0320
 QV0320  STATE/COUNTY-  MT/BIG HORN
 QV0320  USGS QUAD   -  PASS CREEK WEST (1967)
 QV0320
 QV0320                         *CURRENT SURVEY CONTROL
 QV0320  ___________________________________________________________________
 QV0320* NAD 83(1993)-  45 00 05.90190(N)    107 23 32.95431(W)     ADJUSTED  
 QV0320* NAVD 88     -      1398.8    (meters)    4589.     (feet)  VERTCON   
 QV0320  ___________________________________________________________________
 QV0320  LAPLACE CORR-         -13.24  (seconds)                    DEFLEC99
 QV0320  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 QV0320
 QV0320  HORZ ORDER  -  SECOND
 QV0320
 QV0320.The horizontal coordinates were established by classical geodetic methods
 QV0320.and adjusted by the National Geodetic Survey in January 1997..
 QV0320
 QV0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0320
 QV0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0320
 QV0320.The geoid height was determined by GEOID03.
 QV0320
 QV0320;                    North         East     Units Scale Factor Converg.
 QV0320;SPC MT       -    85,781.944   766,145.754   MT  0.99999902   +1 32 30.0
 QV0320;SPC MT       -   281,436.82  2,513,601.56   iFT  0.99999902   +1 32 30.0
 QV0320;SPC WYEC     -   600,048.265   395,336.321   MT  0.99993777   -0 02 30.6
 QV0320;UTM  13      - 4,985,917.160   311,440.706   MT  1.00003721   -1 41 32.2
 QV0320
 QV0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0320!SPC MT       -   0.99978268  x   0.99999902  =   0.99978170
 QV0320!SPC WYEC     -   0.99978268  x   0.99993777  =   0.99972046
 QV0320!UTM  13      -   0.99978268  x   1.00003721  =   0.99981988
 QV0320
 QV0320:                Primary Azimuth Mark                     Grid Az
 QV0320:SPC MT       -  COLUMBUS                                 179 41 14.2
 QV0320:SPC WYEC     -  COLUMBUS                                 181 16 14.8
 QV0320:UTM  13      -  COLUMBUS                                 182 55 16.4
 QV0320
 QV0320|---------------------------------------------------------------------|
 QV0320| PID    Reference Object                     Distance      Geod. Az  |
 QV0320|                                                           dddmmss.s |
 QV0320| PW0520 COLUMBUS                            APPROX. 8.4 KM 1811344.2 |
 QV0320| QV0322 T9S R35E SECS 34 35 CC               83.573 METERS 23612     |
 QV0320|---------------------------------------------------------------------|
 QV0320
 QV0320                          SUPERSEDED SURVEY CONTROL
 QV0320
 QV0320  NAD 83(1992)-  45 00 05.89040(N)    107 23 32.93912(W) AD(       ) 2
 QV0320  NAD 83(1986)-  45 00 05.89063(N)    107 23 32.93875(W) AD(       ) 2
 QV0320  NAD 27      -  45 00 06.00800(N)    107 23 30.62500(W) AD(       ) 2
 QV0320  NGVD 29 (07/19/86) 1398.0    (m)         4587.     (f) VERT ANG       
 QV0320
 QV0320.Superseded values are not recommended for survey control.
 QV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0320.See file dsdata.txt to determine how the superseded data were derived.
 QV0320
 QV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1144185917(NAD 83)
 QV0320_MARKER: Z = SEE DESCRIPTION
 QV0320_SETTING: 0 = UNSPECIFIED SETTING
 QV0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0320
 QV0320  HISTORY     - Date     Condition        Report By
 QV0320  HISTORY     - 1925     MONUMENTED       USGLO
 QV0320
 QV0320                          STATION DESCRIPTION
 QV0320
 QV0320'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 QV0320'IDENTICAL WITH REFERENCE MARK NO. 1 OF G. L. O. STATION 12
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0321 ***********************************************************************
 QV0321  DESIGNATION -  GLO 12 RM 2
 QV0321  PID         -  QV0321
 QV0321  STATE/COUNTY-  MT/BIG HORN
 QV0321  USGS QUAD   -  PASS CREEK WEST (1967)
 QV0321
 QV0321                         *CURRENT SURVEY CONTROL
 QV0321  ___________________________________________________________________
 QV0321* NAD 83(1993)-  45 00 05.34969(N)    107 23 37.30802(W)     ADJUSTED  
 QV0321* NAVD 88     -      1389.     (meters)    4557.     (feet)  SCALED    
 QV0321  ___________________________________________________________________
 QV0321  LAPLACE CORR-         -13.28  (seconds)                    DEFLEC99
 QV0321  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 QV0321
 QV0321  HORZ ORDER  -  SECOND
 QV0321
 QV0321.The horizontal coordinates were established by classical geodetic methods
 QV0321.and adjusted by the National Geodetic Survey in January 1997..
 QV0321
 QV0321.The orthometric height was scaled from a topographic map.
 QV0321
 QV0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0321
 QV0321.The geoid height was determined by GEOID03.
 QV0321
 QV0321;                    North         East     Units Scale Factor Converg.
 QV0321;SPC MT       -    85,762.339   766,050.895   MT  0.99999911   +1 32 26.8
 QV0321;SPC MT       -   281,372.50  2,513,290.34   iFT  0.99999911   +1 32 26.8
 QV0321;SPC WYEC     -   600,031.290   395,240.962   MT  0.99993778   -0 02 33.7
 QV0321;UTM  13      - 4,985,902.937   311,344.889   MT  1.00003765   -1 41 35.3
 QV0321
 QV0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0321!SPC MT       -   0.99978424  x   0.99999911  =   0.99978335
 QV0321!SPC WYEC     -   0.99978424  x   0.99993778  =   0.99972204
 QV0321!UTM  13      -   0.99978424  x   1.00003765  =   0.99982189
 QV0321
 QV0321                          SUPERSEDED SURVEY CONTROL
 QV0321
 QV0321  NAD 83(1992)-  45 00 05.33819(N)    107 23 37.29283(W) AD(       ) 2
 QV0321  NAD 83(1986)-  45 00 05.33844(N)    107 23 37.29241(W) AD(       ) 2
 QV0321  NAD 27      -  45 00 05.46000(N)    107 23 34.98000(W) AD(       ) 2
 QV0321
 QV0321.Superseded values are not recommended for survey control.
 QV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0321.See file dsdata.txt to determine how the superseded data were derived.
 QV0321
 QV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1134585903(NAD 83)
 QV0321_MARKER: Z = SEE DESCRIPTION
 QV0321_SETTING: 0 = UNSPECIFIED SETTING
 QV0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0321
 QV0321  HISTORY     - Date     Condition        Report By
 QV0321  HISTORY     - 1925     MONUMENTED       USGLO
 QV0321
 QV0321                          STATION DESCRIPTION
 QV0321
 QV0321'DESCRIBED BY US GENERAL LAND OFFICE 1925
 QV0321'A PUBLIC LAND SURVEY MONUMENT, THE CLOSING CORNER OF SECTIONS
 QV0321'34 AND 35, T. 9 S., R. 35 E., PRINCIPAL MERIDIAN.
 QV0321'
 QV0321'NO. 2 IS 39.214 METERS
 QV0321'(128.65 FEET) FROM STATION N 38 DEG 20 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0604 ***********************************************************************
 QW0604  DESIGNATION -  GLO 13
 QW0604  PID         -  QW0604
 QW0604  STATE/COUNTY-  MT/CARBON
 QW0604  USGS QUAD   -  CASTAGNE (1956)
 QW0604
 QW0604                         *CURRENT SURVEY CONTROL
 QW0604  ___________________________________________________________________
 QW0604* NAD 83(1993)-  45 20 53.61148(N)    109 17 41.27584(W)     ADJUSTED  
 QW0604* NAVD 88     -      1533.     (meters)    5030.     (feet)  SCALED    
 QW0604  ___________________________________________________________________
 QW0604  LAPLACE CORR-          -9.34  (seconds)                    DEFLEC99
 QW0604  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 QW0604
 QW0604  HORZ ORDER  -  SECOND
 QW0604
 QW0604.The horizontal coordinates were established by classical geodetic methods
 QW0604.and adjusted by the National Geodetic Survey in January 1997..
 QW0604
 QW0604.The orthometric height was scaled from a topographic map.
 QW0604
 QW0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0604
 QW0604.The geoid height was determined by GEOID03.
 QW0604
 QW0604;                    North         East     Units Scale Factor Converg.
 QW0604;SPC MT       -   122,081.721   616,078.065   MT  0.99980883   +0 09 00.4
 QW0604;SPC MT       -   400,530.58  2,021,253.49   iFT  0.99980883   +0 09 00.4
 QW0604;UTM  12      - 5,023,049.290   633,579.158   MT  0.99981939   +1 12 47.7
 QW0604
 QW0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0604!SPC MT       -   0.99976145  x   0.99980883  =   0.99957033
 QW0604!UTM  12      -   0.99976145  x   0.99981939  =   0.99958089
 QW0604
 QW0604                          SUPERSEDED SURVEY CONTROL
 QW0604
 QW0604  NAD 83(1992)-  45 20 53.60926(N)    109 17 41.27265(W) AD(       ) 2
 QW0604  NAD 83(1986)-  45 20 53.60995(N)    109 17 41.25488(W) AD(       ) 2
 QW0604  NAD 27      -  45 20 53.80000(N)    109 17 38.68000(W) AD(       ) 2
 QW0604
 QW0604.Superseded values are not recommended for survey control.
 QW0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0604.See file dsdata.txt to determine how the superseded data were derived.
 QW0604
 QW0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR3357923049(NAD 83)
 QW0604_MARKER: DR = REFERENCE MARK DISK
 QW0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QW0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0604+STABILITY: SURFACE MOTION
 QW0604
 QW0604  HISTORY     - Date     Condition        Report By
 QW0604  HISTORY     - 1931     MONUMENTED       USGLO
 QW0604  HISTORY     - 1970     GOOD             USAF
 QW0604
 QW0604                          STATION DESCRIPTION
 QW0604
 QW0604'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 QW0604'MARK IS A STANDARD REFERENCE DISK IN CONCRETE, WHICH
 QW0604'IS 78.702 METERS (258.21 FEET) FROM STATION GLO A, N 89 DEG 55 MIN E.
 QW0604
 QW0604                          STATION RECOVERY (1970)
 QW0604
 QW0604'RECOVERY NOTE BY US AIR FORCE 1970
 QW0604'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QW0604'
 QW0604'ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0648 ***********************************************************************
 QX0648  DESIGNATION -  GLO 2 RM 1
 QX0648  PID         -  QX0648
 QX0648  STATE/COUNTY-  MT/SWEET GRASS
 QX0648  USGS QUAD   -  KELLY HILLS (1951)
 QX0648
 QX0648                         *CURRENT SURVEY CONTROL
 QX0648  ___________________________________________________________________
 QX0648* NAD 83(1992)-  45 47 02.97459(N)    110 13 14.20113(W)     ADJUSTED  
 QX0648* NAVD 88     -      1371.1    (meters)    4498.     (feet)  VERTCON   
 QX0648  ___________________________________________________________________
 QX0648  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 QX0648  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 QX0648
 QX0648  HORZ ORDER  -  SECOND
 QX0648
 QX0648.The horizontal coordinates were established by classical geodetic methods
 QX0648.and adjusted by the National Geodetic Survey in July 1992..
 QX0648
 QX0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0648
 QX0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0648
 QX0648.The geoid height was determined by GEOID03.
 QX0648
 QX0648;                    North         East     Units Scale Factor Converg.
 QX0648;SPC MT       -   170,755.238   543,984.499   MT  0.99961994   -0 31 37.7
 QX0648;SPC MT       -   560,220.60  1,784,726.05   iFT  0.99961994   -0 31 37.7
 QX0648;UTM  12      - 5,070,361.938   560,584.041   MT  0.99964512   +0 33 31.0
 QX0648
 QX0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0648!SPC MT       -   0.99978681  x   0.99961994  =   0.99940683
 QX0648!UTM  12      -   0.99978681  x   0.99964512  =   0.99943201
 QX0648
 QX0648:                Primary Azimuth Mark                     Grid Az
 QX0648:SPC MT       -  RUNWAY                                   152 10 11.5
 QX0648:UTM  12      -  RUNWAY                                   151 05 02.8
 QX0648
 QX0648|---------------------------------------------------------------------|
 QX0648| PID    Reference Object                     Distance      Geod. Az  |
 QX0648|                                                           dddmmss.s |
 QX0648| QX0658 RUNWAY                              APPROX.13.2 KM 1513833.8 |
 QX0648|---------------------------------------------------------------------|
 QX0648
 QX0648                          SUPERSEDED SURVEY CONTROL
 QX0648
 QX0648  NAD 83(1986)-  45 47 02.97103(N)    110 13 14.19268(W) AD(       ) 2
 QX0648  NAD 27      -  45 47 03.20800(N)    110 13 11.49200(W) AD(       ) 2
 QX0648  NGVD 29 (07/19/86) 1370.0    (m)         4495.     (f) VERT ANG       
 QX0648
 QX0648.Superseded values are not recommended for survey control.
 QX0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0648.See file dsdata.txt to determine how the superseded data were derived.
 QX0648
 QX0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR6058470362(NAD 83)
 QX0648_MARKER: DD = SURVEY DISK
 QX0648_SETTING: 0 = UNSPECIFIED SETTING
 QX0648
 QX0648  HISTORY     - Date     Condition        Report By
 QX0648  HISTORY     - 1925     MONUMENTED       CGS
 QX0648  HISTORY     - 1948     GOOD             USGS
 QX0648
 QX0648                          STATION DESCRIPTION
 QX0648
 QX0648'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0648'RECOVERED AND DESCRIBED AS FOLLOWS,   T.1 S., R.12 E.,
 QX0648'NEAR NE CORNER SEC. 3 NEAR LINE BETWEEN PARK AND SWEET GRASS COUNTIES.
 QX0648'STATION IS REFERENCE MARK NO.1 FOR SEC. CORNER MARKER.
 QX0648'
 QX0648'TO REACH FROM SPRINGDALE RAILROAD STATION GO N. 1.85 MI. TO Y-RD.,
 QX0648'THENCE RIGHT 0.35 MI, TO Y-RD., THENCE RIGHT 1.55 MI. TO Y-RD., THENCE
 QX0648'E. 0.90 MI. TO STATION.  STATION IS 287.24 FT. S. OF RD. AT CREST OF
 QX0648'HILL.
 QX0648'
 QX0648'STATION MARK - GLO BRASS REFERENCE DISK CEMENTED IN CONCRETE POST.
 QX0648'
 QX0648'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0772 ***********************************************************************
 TM0772  DESIGNATION -  GLO 48 RM
 TM0772  PID         -  TM0772
 TM0772  STATE/COUNTY-  MT/TOOLE
 TM0772  USGS QUAD   -  GLACIER COLONY (1968)
 TM0772
 TM0772                         *CURRENT SURVEY CONTROL
 TM0772  ___________________________________________________________________
 TM0772* NAD 83(1992)-  48 51 21.00977(N)    112 08 07.13010(W)     ADJUSTED  
 TM0772* NAVD 88     -      1296.     (meters)    4252.     (feet)  SCALED    
 TM0772  ___________________________________________________________________
 TM0772  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 TM0772  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 TM0772
 TM0772  HORZ ORDER  -  SECOND
 TM0772
 TM0772.The horizontal coordinates were established by classical geodetic methods
 TM0772.and adjusted by the National Geodetic Survey in July 1992..
 TM0772
 TM0772.The orthometric height was scaled from a topographic map.
 TM0772
 TM0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0772
 TM0772.The geoid height was determined by GEOID03.
 TM0772
 TM0772;                    North         East     Units Scale Factor Converg.
 TM0772;SPC MT       -   515,088.720   406,666.447   MT  0.99991455   -1 55 39.9
 TM0772;SPC MT       - 1,689,923.62  1,334,207.50   iFT  0.99991455   -1 55 39.9
 TM0772;UTM  12      - 5,412,051.329   416,721.602   MT  0.99968520   -0 51 18.0
 TM0772
 TM0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0772!SPC MT       -   0.99979924  x   0.99991455  =   0.99971381
 TM0772!UTM  12      -   0.99979924  x   0.99968520  =   0.99948451
 TM0772
 TM0772                          SUPERSEDED SURVEY CONTROL
 TM0772
 TM0772  NAD 83(1986)-  48 51 21.01398(N)    112 08 07.12784(W) AD(       ) 2
 TM0772  NAD 27      -  48 51 20.86000(N)    112 08 03.94000(W) AD(       ) 2
 TM0772
 TM0772.Superseded values are not recommended for survey control.
 TM0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0772.See file dsdata.txt to determine how the superseded data were derived.
 TM0772
 TM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV1672212051(NAD 83)
 TM0772
 TM0772  HISTORY     - Date     Condition        Report By
 TM0772  HISTORY     - 1923     MONUMENTED       CGS
 TM0772
 TM0772                          STATION DESCRIPTION
 TM0772
 TM0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TM0772'SEE STATION GLO NO. 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0776 ***********************************************************************
 TM0776  DESIGNATION -  GLO 49 RM 1
 TM0776  PID         -  TM0776
 TM0776  STATE/COUNTY-  MT/GLACIER
 TM0776  USGS QUAD   -  FITZPATRICK LAKE (1968)
 TM0776
 TM0776                         *CURRENT SURVEY CONTROL
 TM0776  ___________________________________________________________________
 TM0776* NAD 83(1992)-  48 54 54.18551(N)    112 11 44.82391(W)     ADJUSTED  
 TM0776* NAVD 88     -      1211.     (meters)    3973.     (feet)  SCALED    
 TM0776  ___________________________________________________________________
 TM0776  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 TM0776  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 TM0776
 TM0776  HORZ ORDER  -  SECOND
 TM0776
 TM0776.The horizontal coordinates were established by classical geodetic methods
 TM0776.and adjusted by the National Geodetic Survey in July 1992..
 TM0776
 TM0776.The orthometric height was scaled from a topographic map.
 TM0776
 TM0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0776
 TM0776.The geoid height was determined by GEOID03.
 TM0776
 TM0776;                    North         East     Units Scale Factor Converg.
 TM0776;SPC MT       -   521,820.550   402,458.490   MT  0.99994885   -1 58 19.1
 TM0776;SPC MT       - 1,712,009.68  1,320,401.87   iFT  0.99994885   -1 58 19.1
 TM0776;UTM  12      - 5,418,701.669   412,389.522   MT  0.99969429   -0 54 04.9
 TM0776
 TM0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0776!SPC MT       -   0.99981258  x   0.99994885  =   0.99976144
 TM0776!UTM  12      -   0.99981258  x   0.99969429  =   0.99950692
 TM0776
 TM0776|---------------------------------------------------------------------|
 TM0776| PID    Reference Object                     Distance      Geod. Az  |
 TM0776|                                                           dddmmss.s |
 TM0776| TM0777 T37N R5 4W SECS 31 36 SC            207.354 METERS 12200     |
 TM0776| TM0771 MCCORMICK                           APPROX. 8.0 KM 1435930.6 |
 TM0776|---------------------------------------------------------------------|
 TM0776
 TM0776                          SUPERSEDED SURVEY CONTROL
 TM0776
 TM0776  NAD 83(1986)-  48 54 54.18596(N)    112 11 44.81752(W) AD(       ) 2
 TM0776  NAD 27      -  48 54 54.19100(N)    112 11 41.59300(W) AD(       ) 2
 TM0776
 TM0776.Superseded values are not recommended for survey control.
 TM0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0776.See file dsdata.txt to determine how the superseded data were derived.
 TM0776
 TM0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV1239018702(NAD 83)
 TM0776
 TM0776  HISTORY     - Date     Condition        Report By
 TM0776  HISTORY     - 1923     MONUMENTED       CGS
 TM0776
 TM0776                          STATION DESCRIPTION
 TM0776
 TM0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TM0776'SEE STATION GLO NO 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0774 ***********************************************************************
 TM0774  DESIGNATION -  GLO 49 RM 2
 TM0774  PID         -  TM0774
 TM0774  STATE/COUNTY-  MT/TOOLE
 TM0774  USGS QUAD   -  FITZPATRICK LAKE (1968)
 TM0774
 TM0774                         *CURRENT SURVEY CONTROL
 TM0774  ___________________________________________________________________
 TM0774* NAD 83(1992)-  48 54 50.86918(N)    112 11 35.42865(W)     ADJUSTED  
 TM0774* NAVD 88     -      1199.     (meters)    3934.     (feet)  SCALED    
 TM0774  ___________________________________________________________________
 TM0774  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 TM0774  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 TM0774
 TM0774  HORZ ORDER  -  SECOND
 TM0774
 TM0774.The horizontal coordinates were established by classical geodetic methods
 TM0774.and adjusted by the National Geodetic Survey in July 1992..
 TM0774
 TM0774.The orthometric height was scaled from a topographic map.
 TM0774
 TM0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0774
 TM0774.The geoid height was determined by GEOID03.
 TM0774
 TM0774;                    North         East     Units Scale Factor Converg.
 TM0774;SPC MT       -   521,711.591   402,646.134   MT  0.99994831   -1 58 12.2
 TM0774;SPC MT       - 1,711,652.20  1,321,017.50   iFT  0.99994831   -1 58 12.2
 TM0774;UTM  12      - 5,418,596.263   412,579.120   MT  0.99969389   -0 53 57.8
 TM0774
 TM0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0774!SPC MT       -   0.99981446  x   0.99994831  =   0.99976278
 TM0774!UTM  12      -   0.99981446  x   0.99969389  =   0.99950840
 TM0774
 TM0774                          SUPERSEDED SURVEY CONTROL
 TM0774
 TM0774  NAD 83(1986)-  48 54 50.86965(N)    112 11 35.42229(W) AD(       ) 2
 TM0774  NAD 27      -  48 54 50.88000(N)    112 11 32.20000(W) AD(       ) 2
 TM0774
 TM0774.Superseded values are not recommended for survey control.
 TM0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0774.See file dsdata.txt to determine how the superseded data were derived.
 TM0774
 TM0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV1257918596(NAD 83)
 TM0774
 TM0774  HISTORY     - Date     Condition        Report By
 TM0774  HISTORY     - 1923     MONUMENTED       CGS
 TM0774
 TM0774                          STATION DESCRIPTION
 TM0774
 TM0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TM0774'SEE STATION GLO NO 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0584 ***********************************************************************
 QW0584  DESIGNATION -  GLO 5
 QW0584  PID         -  QW0584
 QW0584  STATE/COUNTY-  MT/STILLWATER
 QW0584  USGS QUAD   -  WHEAT BASIN SW (1956)
 QW0584
 QW0584                         *CURRENT SURVEY CONTROL
 QW0584  ___________________________________________________________________
 QW0584* NAD 83(1992)-  45 47 02.13720(N)    109 11 30.25029(W)     ADJUSTED  
 QW0584* NAVD 88     -      1452.0    (meters)    4764.     (feet)  VERTCON   
 QW0584  ___________________________________________________________________
 QW0584  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 QW0584  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 QW0584
 QW0584  HORZ ORDER  -  SECOND
 QW0584
 QW0584.The horizontal coordinates were established by classical geodetic methods
 QW0584.and adjusted by the National Geodetic Survey in July 1992..
 QW0584
 QW0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0584
 QW0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0584
 QW0584.The geoid height was determined by GEOID03.
 QW0584
 QW0584;                    North         East     Units Scale Factor Converg.
 QW0584;SPC MT       -   170,518.871   623,962.740   MT  0.99962002   +0 13 31.8
 QW0584;SPC MT       -   559,445.11  2,047,121.85   iFT  0.99962002   +0 13 31.8
 QW0584;UTM  12      - 5,071,630.742   640,561.464   MT  0.99984290   +1 17 46.4
 QW0584
 QW0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0584!SPC MT       -   0.99977436  x   0.99962002  =   0.99939447
 QW0584!UTM  12      -   0.99977436  x   0.99984290  =   0.99961730
 QW0584
 QW0584                          SUPERSEDED SURVEY CONTROL
 QW0584
 QW0584  NAD 83(1986)-  45 47 02.13226(N)    109 11 30.22394(W) AD(       ) 2
 QW0584  NAD 27      -  45 47 02.36000(N)    109 11 27.65000(W) AD(       ) 2
 QW0584  NGVD 29 (07/19/86) 1451.0    (m)         4760.     (f) VERT ANG       
 QW0584
 QW0584.Superseded values are not recommended for survey control.
 QW0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0584.See file dsdata.txt to determine how the superseded data were derived.
 QW0584
 QW0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR4056171631(NAD 83)
 QW0584_MARKER: DD = SURVEY DISK
 QW0584_SETTING: 0 = UNSPECIFIED SETTING
 QW0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0584
 QW0584  HISTORY     - Date     Condition        Report By
 QW0584  HISTORY     - 1925     MONUMENTED       USGLO
 QW0584
 QW0584                          STATION DESCRIPTION
 QW0584
 QW0584'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 QW0584'A PUBLIC LAND SURVEY MONUMENT, THE CLOSING CORNER OF SECTIONS
 QW0584'1 AND 6, TPS. 1 S., RS. 20 AND 21 E., PRINCIPAL MERIDIAN.
 QW0584'MARK IS BRASS DISK IN CONCRETE, WITNESSED BY TWO REFERENCE
 QW0584'MARKS.  NO. 1 IS 242.473 METERS (795.51 FEET)
 QW0584'FROM STATION N 16 DEG 00 MIN W.  NO. 2 IS
 QW0584'17.565 METERS (57.63 FEET) FROM STATION S 59 DEG
 QW0584'26 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0585 ***********************************************************************
 QW0585  DESIGNATION -  GLO 5 RM 1
 QW0585  PID         -  QW0585
 QW0585  STATE/COUNTY-  MT/STILLWATER
 QW0585  USGS QUAD   -  WHEAT BASIN SW (1956)
 QW0585
 QW0585                         *CURRENT SURVEY CONTROL
 QW0585  ___________________________________________________________________
 QW0585* NAD 83(1992)-  45 47 09.71584(N)    109 11 33.35615(W)     ADJUSTED  
 QW0585* NAVD 88     -      1470.0    (meters)    4823.     (feet)  VERTCON   
 QW0585  ___________________________________________________________________
 QW0585  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 QW0585  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 QW0585
 QW0585  HORZ ORDER  -  SECOND
 QW0585
 QW0585.The horizontal coordinates were established by classical geodetic methods
 QW0585.and adjusted by the National Geodetic Survey in July 1992..
 QW0585
 QW0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0585
 QW0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0585
 QW0585.The geoid height was determined by GEOID03.
 QW0585
 QW0585;                    North         East     Units Scale Factor Converg.
 QW0585;SPC MT       -   170,752.501   623,894.757   MT  0.99961925   +0 13 29.5
 QW0585;SPC MT       -   560,211.62  2,046,898.81   iFT  0.99961925   +0 13 29.5
 QW0585;UTM  12      - 5,071,863.113   640,489.112   MT  0.99984265   +1 17 44.3
 QW0585
 QW0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0585!SPC MT       -   0.99977154  x   0.99961925  =   0.99939088
 QW0585!UTM  12      -   0.99977154  x   0.99984265  =   0.99961422
 QW0585
 QW0585|---------------------------------------------------------------------|
 QW0585| PID    Reference Object                     Distance      Geod. Az  |
 QW0585|                                                           dddmmss.s |
 QW0585| QW0584 GLO 5                               243.412 METERS 16400     |
 QW0585| QW0594 BEAVER                              APPROX. 9.9 KM 3014505.2 |
 QW0585|---------------------------------------------------------------------|
 QW0585
 QW0585                          SUPERSEDED SURVEY CONTROL
 QW0585
 QW0585  NAD 83(1986)-  45 47 09.71089(N)    109 11 33.32976(W) AD(       ) 2
 QW0585  NAD 27      -  45 47 09.90500(N)    109 11 30.74200(W) AD(       ) 2
 QW0585  NGVD 29 (07/19/86) 1469.0    (m)         4820.     (f) VERT ANG       
 QW0585
 QW0585.Superseded values are not recommended for survey control.
 QW0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0585.See file dsdata.txt to determine how the superseded data were derived.
 QW0585
 QW0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR4048971863(NAD 83)
 QW0585
 QW0585  HISTORY     - Date     Condition        Report By
 QW0585  HISTORY     - 1925     MONUMENTED       USGLO
 QW0585
 QW0585                          STATION DESCRIPTION
 QW0585
 QW0585'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 QW0585'MARK IS 242.473 METERS (795.51 FEET)
 QW0585'FROM STATION GLO 5, N 16 DEG 00 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0583 ***********************************************************************
 QW0583  DESIGNATION -  GLO 5 RM 2
 QW0583  PID         -  QW0583
 QW0583  STATE/COUNTY-  MT/STILLWATER
 QW0583  USGS QUAD   -  WHEAT BASIN SW (1956)
 QW0583
 QW0583                         *CURRENT SURVEY CONTROL
 QW0583  ___________________________________________________________________
 QW0583* NAD 83(1992)-  45 47 01.84783(N)    109 11 30.95040(W)     ADJUSTED  
 QW0583* NAVD 88     -      1452.     (meters)    4764.     (feet)  SCALED    
 QW0583  ___________________________________________________________________
 QW0583  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 QW0583  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 QW0583
 QW0583  HORZ ORDER  -  SECOND
 QW0583
 QW0583.The horizontal coordinates were established by classical geodetic methods
 QW0583.and adjusted by the National Geodetic Survey in July 1992..
 QW0583
 QW0583.The orthometric height was scaled from a topographic map.
 QW0583
 QW0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0583
 QW0583.The geoid height was determined by GEOID03.
 QW0583
 QW0583;                    North         East     Units Scale Factor Converg.
 QW0583;SPC MT       -   170,509.881   623,947.657   MT  0.99962005   +0 13 31.3
 QW0583;SPC MT       -   559,415.62  2,047,072.37   iFT  0.99962005   +0 13 31.3
 QW0583;UTM  12      - 5,071,621.470   640,546.550   MT  0.99984285   +1 17 45.9
 QW0583
 QW0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0583!SPC MT       -   0.99977436  x   0.99962005  =   0.99939450
 QW0583!UTM  12      -   0.99977436  x   0.99984285  =   0.99961724
 QW0583
 QW0583                          SUPERSEDED SURVEY CONTROL
 QW0583
 QW0583  NAD 83(1986)-  45 47 01.84289(N)    109 11 30.92406(W) AD(       ) 2
 QW0583  NAD 27      -  45 47 02.07000(N)    109 11 28.35000(W) AD(       ) 2
 QW0583
 QW0583.Superseded values are not recommended for survey control.
 QW0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0583.See file dsdata.txt to determine how the superseded data were derived.
 QW0583
 QW0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR4054771621(NAD 83)
 QW0583
 QW0583  HISTORY     - Date     Condition        Report By
 QW0583  HISTORY     - 1925     MONUMENTED       USGLO
 QW0583
 QW0583                          STATION DESCRIPTION
 QW0583
 QW0583'DESCRIBED BY US GENERAL LAND OFFICE 1925
 QW0583'MARK IS 17.565 METERS (57.63 FEET) FROM STATION GLO 5, S 59 DEG
 QW0583'26 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0554 ***********************************************************************
 QW0554  DESIGNATION -  GLO 6 RM 1
 QW0554  PID         -  QW0554
 QW0554  STATE/COUNTY-  MT/YELLOWSTONE
 QW0554  USGS QUAD   -  HICKSON RANCH (1956)
 QW0554
 QW0554                         *CURRENT SURVEY CONTROL
 QW0554  ___________________________________________________________________
 QW0554* NAD 83(1992)-  45 57 27.57655(N)    108 33 00.81790(W)     ADJUSTED  
 QW0554* NAVD 88     -      1120.8    (meters)    3677.     (feet)  VERTCON   
 QW0554  ___________________________________________________________________
 QW0554  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 QW0554  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 QW0554
 QW0554  HORZ ORDER  -  SECOND
 QW0554
 QW0554.The horizontal coordinates were established by classical geodetic methods
 QW0554.and adjusted by the National Geodetic Survey in July 1992..
 QW0554
 QW0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0554
 QW0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0554
 QW0554.The geoid height was determined by GEOID03.
 QW0554
 QW0554;                    North         East     Units Scale Factor Converg.
 QW0554;SPC MT       -   190,220.225   673,594.464   MT  0.99956044   +0 41 41.1
 QW0554;SPC MT       -   624,082.10  2,209,955.59   iFT  0.99956044   +0 41 41.1
 QW0554;UTM  12      - 5,092,261.380   689,834.352   MT  1.00004304   +1 45 41.3
 QW0554
 QW0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0554!SPC MT       -   0.99982641  x   0.99956044  =   0.99938692
 QW0554!UTM  12      -   0.99982641  x   1.00004304  =   0.99986944
 QW0554
 QW0554|---------------------------------------------------------------------|
 QW0554| PID    Reference Object                     Distance      Geod. Az  |
 QW0554|                                                           dddmmss.s |
 QW0554| QW0553 T2 3N R25 26E SECS 1 6 31 36         17.292 METERS 04507     |
 QW0554| QW0575 REID                                APPROX.20.2 KM 2401020.0 |
 QW0554|---------------------------------------------------------------------|
 QW0554
 QW0554                          SUPERSEDED SURVEY CONTROL
 QW0554
 QW0554  NAD 83(1986)-  45 57 27.56680(N)    108 33 00.78934(W) AD(       ) 2
 QW0554  NAD 27      -  45 57 27.73700(N)    108 32 58.28800(W) AD(       ) 2
 QW0554  NGVD 29 (07/19/86) 1120.0    (m)         3675.     (f) VERT ANG       
 QW0554
 QW0554.Superseded values are not recommended for survey control.
 QW0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0554.See file dsdata.txt to determine how the superseded data were derived.
 QW0554
 QW0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8983492261(NAD 83)
 QW0554_MARKER: Z = SEE DESCRIPTION
 QW0554_SETTING: 0 = UNSPECIFIED SETTING
 QW0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0554
 QW0554  HISTORY     - Date     Condition        Report By
 QW0554  HISTORY     - 1925     MONUMENTED       USGLO
 QW0554
 QW0554                          STATION DESCRIPTION
 QW0554
 QW0554'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 QW0554'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0339 ***********************************************************************
 QV0339  DESIGNATION -  GLO 9 RM 1
 QV0339  PID         -  QV0339
 QV0339  STATE/COUNTY-  MT/BIG HORN
 QV0339  USGS QUAD   -  ST XAVIER (1980)
 QV0339
 QV0339                         *CURRENT SURVEY CONTROL
 QV0339  ___________________________________________________________________
 QV0339* NAD 83(1993)-  45 27 39.89156(N)    107 42 03.30249(W)     ADJUSTED  
 QV0339* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 QV0339  ___________________________________________________________________
 QV0339  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 QV0339  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 QV0339
 QV0339  HORZ ORDER  -  SECOND
 QV0339
 QV0339.The horizontal coordinates were established by classical geodetic methods
 QV0339.and adjusted by the National Geodetic Survey in January 1997..
 QV0339
 QV0339.The orthometric height was scaled from a topographic map.
 QV0339
 QV0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0339
 QV0339.The geoid height was determined by GEOID03.
 QV0339
 QV0339;                    North         East     Units Scale Factor Converg.
 QV0339;SPC MT       -   136,216.176   740,662.748   MT  0.99975453   +1 18 57.7
 QV0339;SPC MT       -   446,903.46  2,429,995.89   iFT  0.99975453   +1 18 57.7
 QV0339;UTM  13      - 5,037,721.510   288,841.798   MT  1.00014824   -1 55 33.1
 QV0339
 QV0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0339!SPC MT       -   0.99985271  x   0.99975453  =   0.99960727
 QV0339!UTM  13      -   0.99985271  x   1.00014824  =   1.00000092
 QV0339
 QV0339                          SUPERSEDED SURVEY CONTROL
 QV0339
 QV0339  NAD 83(1992)-  45 27 39.88362(N)    107 42 03.29657(W) AD(       ) 2
 QV0339  NAD 83(1986)-  45 27 39.88360(N)    107 42 03.28524(W) AD(       ) 2
 QV0339  NAD 27      -  45 27 40.03000(N)    107 42 00.90000(W) AD(       ) 2
 QV0339
 QV0339.Superseded values are not recommended for survey control.
 QV0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0339.See file dsdata.txt to determine how the superseded data were derived.
 QV0339
 QV0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL8884237722(NAD 83)
 QV0339_MARKER: Z = SEE DESCRIPTION
 QV0339_SETTING: 0 = UNSPECIFIED SETTING
 QV0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0339
 QV0339  HISTORY     - Date     Condition        Report By
 QV0339  HISTORY     - 1925     MONUMENTED       USGLO
 QV0339
 QV0339                          STATION DESCRIPTION
 QV0339
 QV0339'DESCRIBED BY US GENERAL LAND OFFICE 1925
 QV0339'A PUBLIC LAND SURVEY MONUMENT, THE CORNER OF SECTIONS 19, 24, 25,
 QV0339'AND 30, TPS. 4 S., RS. 32 AND 33 E., PRINCIPAL MERIDIAN.
 QV0339'
 QV0339'NO. 1 IS 16.782 METERS (55.06 FEET) FROM STATION
 QV0339'S 44 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0337 ***********************************************************************
 QV0337  DESIGNATION -  GLO 9 RM 2
 QV0337  PID         -  QV0337
 QV0337  STATE/COUNTY-  MT/BIG HORN
 QV0337  USGS QUAD   -  ST XAVIER (1980)
 QV0337
 QV0337                         *CURRENT SURVEY CONTROL
 QV0337  ___________________________________________________________________
 QV0337* NAD 83(1993)-  45 27 39.86880(N)    107 42 04.47255(W)     ADJUSTED  
 QV0337* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 QV0337  ___________________________________________________________________
 QV0337  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 QV0337  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 QV0337
 QV0337  HORZ ORDER  -  SECOND
 QV0337
 QV0337.The horizontal coordinates were established by classical geodetic methods
 QV0337.and adjusted by the National Geodetic Survey in January 1997..
 QV0337
 QV0337.The orthometric height was scaled from a topographic map.
 QV0337
 QV0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0337
 QV0337.The geoid height was determined by GEOID03.
 QV0337
 QV0337;                    North         East     Units Scale Factor Converg.
 QV0337;SPC MT       -   136,214.890   740,637.357   MT  0.99975454   +1 18 56.9
 QV0337;SPC MT       -   446,899.25  2,429,912.59   iFT  0.99975454   +1 18 56.9
 QV0337;UTM  13      - 5,037,721.662   288,816.365   MT  1.00014837   -1 55 33.9
 QV0337
 QV0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0337!SPC MT       -   0.99985271  x   0.99975454  =   0.99960728
 QV0337!UTM  13      -   0.99985271  x   1.00014837  =   1.00000105
 QV0337
 QV0337                          SUPERSEDED SURVEY CONTROL
 QV0337
 QV0337  NAD 83(1992)-  45 27 39.86086(N)    107 42 04.46664(W) AD(       ) 2
 QV0337  NAD 83(1986)-  45 27 39.86084(N)    107 42 04.45531(W) AD(       ) 2
 QV0337  NAD 27      -  45 27 40.00000(N)    107 42 02.07000(W) AD(       ) 2
 QV0337
 QV0337.Superseded values are not recommended for survey control.
 QV0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0337.See file dsdata.txt to determine how the superseded data were derived.
 QV0337
 QV0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL8881637722(NAD 83)
 QV0337_MARKER: Z = SEE DESCRIPTION
 QV0337_SETTING: 0 = UNSPECIFIED SETTING
 QV0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0337
 QV0337  HISTORY     - Date     Condition        Report By
 QV0337  HISTORY     - 1925     MONUMENTED       USGLO
 QV0337
 QV0337                          STATION DESCRIPTION
 QV0337
 QV0337'DESCRIBED BY US GENERAL LAND OFFICE 1925
 QV0337'A PUBLIC LAND SURVEY MONUMENT, THE CORNER OF SECTIONS 19, 24, 25,
 QV0337'AND 30, TPS. 4 S., RS. 32 AND 33 E., PRINCIPAL MERIDIAN.
 QV0337'
 QV0337'NO. 2 IS 18.677 METERS (61.28 FEET) FROM STATION
 QV0337'S 47 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1198 ***********************************************************************
 PY1198  DESIGNATION -  GLO POST 10
 PY1198  PID         -  PY1198
 PY1198  STATE/COUNTY-  MT/BEAVERHEAD
 PY1198  USGS QUAD   -  UPPER RED ROCK LAKE (1988)
 PY1198
 PY1198                         *CURRENT SURVEY CONTROL
 PY1198  ___________________________________________________________________
 PY1198* NAD 83(1992)-  44 33 41.72366(N)    111 40 58.62073(W)     ADJUSTED  
 PY1198* NAVD 88     -      3005.2    (meters)    9860.     (feet)  VERTCON   
 PY1198  ___________________________________________________________________
 PY1198  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 PY1198  GEOID HEIGHT-          -9.05  (meters)                     GEOID03
 PY1198
 PY1198  HORZ ORDER  -  SECOND
 PY1198
 PY1198.The horizontal coordinates were established by classical geodetic methods
 PY1198.and adjusted by the National Geodetic Survey in July 1992..
 PY1198
 PY1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1198
 PY1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1198
 PY1198.The geoid height was determined by GEOID03.
 PY1198
 PY1198;                    North         East     Units Scale Factor Converg.
 PY1198;SPC MT       -    37,055.347   426,545.737   MT  1.00029126   -1 35 48.6
 PY1198;SPC MT       -   121,572.66  1,399,428.27   iFT  1.00029126   -1 35 48.6
 PY1198;SPC ID E     -   321,708.326   238,427.223   MT  0.99996552   +0 20 21.9
 PY1198;UTM  12      - 4,934,477.287   445,764.161   MT  0.99963617   -0 28 45.2
 PY1198
 PY1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1198!SPC MT       -   0.99953043  x   1.00029126  =   0.99982156
 PY1198!SPC ID E     -   0.99953043  x   0.99996552  =   0.99949597
 PY1198!UTM  12      -   0.99953043  x   0.99963617  =   0.99916677
 PY1198
 PY1198:                Primary Azimuth Mark                     Grid Az
 PY1198:SPC MT       -  SAWTELLE                                 091 21 26.8
 PY1198:SPC ID E     -  SAWTELLE                                 089 25 16.3
 PY1198:UTM  12      -  SAWTELLE                                 090 14 23.4
 PY1198
 PY1198|---------------------------------------------------------------------|
 PY1198| PID    Reference Object                     Distance      Geod. Az  |
 PY1198|                                                           dddmmss.s |
 PY1198| PY1196 SAWTELLE                            APPROX.14.1 KM 0894538.2 |
 PY1198|---------------------------------------------------------------------|
 PY1198
 PY1198                          SUPERSEDED SURVEY CONTROL
 PY1198
 PY1198  NAD 83(1986)-  44 33 41.74200(N)    111 40 58.61611(W) AD(       ) 2
 PY1198  NAD 27      -  44 33 42.03900(N)    111 40 55.77700(W) AD(       ) 2
 PY1198  NGVD 29 (07/19/86) 3003.9    (m)         9855.     (f) VERT ANG       
 PY1198
 PY1198.Superseded values are not recommended for survey control.
 PY1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1198.See file dsdata.txt to determine how the superseded data were derived.
 PY1198
 PY1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ4576434477(NAD 83)
 PY1198_MARKER: DD = SURVEY DISK
 PY1198_SETTING: 80 = SET IN A BOULDER
 PY1198_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1198+STABILITY: SURFACE MOTION
 PY1198
 PY1198  HISTORY     - Date     Condition        Report By
 PY1198  HISTORY     - 1922     MONUMENTED       USGLO
 PY1198  HISTORY     - 1964     GOOD             USGS
 PY1198
 PY1198                          STATION DESCRIPTION
 PY1198
 PY1198'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 PY1198'STATION IS ON THE IDAHO-MONTANA BOUNDARY NEAR THE TOP OF THE
 PY1198'DIVIDE ABOUT 10 MILES SE OF LAKEVIEW, MONTANA.
 PY1198'
 PY1198'STATION IS MARKED BY A STANDARD G.L.O. DISK SET IN CEMENT
 PY1198'IN A DRILL HOLE IN A BOULDER.  THE OLD 3-INCH IRON POST
 PY1198'FOUND THERE WAS SET ON TOP OF THIS MARK AND SURROUNDED WITH
 PY1198'A CAIRN OF ROCK.  THE DISK WAS STAMPED.
 PY1198'
 PY1198'REFERENCE MARK IS A STANDARD G.L.O. DISK SET IN CEMENT IN
 PY1198'A BOULDER BEARING S 10-3/4 DEG E, 71.5 FEET.
 PY1198'
 PY1198'A LARGE CAIRN OF ROCK 7 FEET IN DIAMETER AT BASE AND 7 FEET
 PY1198'HIGH BEARS S 37-1/2 DEG W, 7.1 FEET.
 PY1198'
 PY1198'BEST REACHED FROM LAKEVIEW, BY FOLLOWING UP A SMALL CREEK
 PY1198'TO THE SE AND ON UP TO THE TOP OF THE DIVIDE, THEN TURNING
 PY1198'E ALONG THE DIVIDE FOR 2-1/2 MILES UNTIL POINT IS REACHED.
 PY1198'
 PY1198'NOTE--G.L.O. POST NO. 10 WAS NOT OCCUPIED BY THE OBSERVER
 PY1198'WITH A 7-INCH INSTRUMENT.  MR. KIMMELL, OF THE GENERAL LAND
 PY1198'OFFICE, MARKED THE STATION AND MEASURED THE DISTANCES AND
 PY1198'BEARINGS FROM THE STATION TO THE REFERENCE MARK AND LARGE
 PY1198'CAIRN.  HIS BEARINGS WERE OBTAINED BY AN OBSERVATION ON THE
 PY1198'SUN WITH SOLAR ATTACHMENTS TO OBTAIN A MERIDIAN.  THE LARGE
 PY1198'CAIRN WAS THE OBJECT OBSERVED ON IN EACH CASE FROM THE OTHER
 PY1198'STATIONS WITH EXCEPTION OF NIGHT OBSERVATION FROM BLACK BUTTE
 PY1198'ON AUGUST 27.
 PY1198
 PY1198                          STATION RECOVERY (1964)
 PY1198
 PY1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PY1198'TO REACH FROM FISH AND WILDLIFE SERVICE HEADQUARTERS AT LAKEVIEW,
 PY1198'MONTANA, DRIVE S. AND E. FOR 1 MI. ALONG THE MAIN GRAVEL RD. TO A RD.
 PY1198'FORK WITH A SIGN ABOUT 100 FT. S. OF RD. READING --CENTENNIAL MINE
 PY1198'PRIVATE RD. KEEP OUT--, TAKE RIGHT FORK (SE.) OFF OF MAIN RD. FOR
 PY1198'1.2 MI. TO CROSS-ROADS AND CABINS E., CONTINUE STRAIGHT ON MAIN RD.
 PY1198'UP A WINDING CANYON FOR 6.2 MI. TO A RD. FORK WITH A USFS SIGN
 PY1198'READING --ENTERING IDAHO--, TAKE LEFT FORK UP THE MOUNTAIN FOR 1.5
 PY1198'MI. TO ANOTHER RD. FORK, TAKE RIGHT FORK (SE.) FOR 1.4 MI. TO ANOTHER
 PY1198'RD. FORK JUST NE. OF THE REMNANTS OF AN OPEN PIT MINE, TAKE LEFT FORK
 PY1198'FOR 0.4 MI. AT WHICH POINT MAKE A SHARP HAIRPIN TURN TO THE LEFT
 PY1198'(W.) WHICH WILL PUT MINE TAILINGS ON THE RIGHT (N.), FOLLOW VERY
 PY1198'FAINT RD. FOR ANOTHER 0.3 MI. UP THE HILL CURVING BACK IN A
 PY1198'NORTHEASTERLY DIRECTION TO POINT WHERE RD. UP THE HILL ENDS.  FROM
 PY1198'THIS POINT PACK UP THE HILL ABOUT 200 YARDS TO THE TOP AND STATION.
 PY1198'ABOUT A FIVE MINUTE HIKE.  STATION LIES NEAR THE HIGHEST POINT OF
 PY1198'THE TOP AT THIS POINT AND ABOUT 7 FT. NE. OF A LARGE AND CONSPICUOUS
 PY1198'CAIRN.
 PY1198'
 PY1198'STATION MARK--STANDARD G.L.O. DISK SET IN CEMENT IN A DRILL HOLE IN
 PY1198'A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0628 ***********************************************************************
 PZ0628  DESIGNATION -  GLO POST 11 RM 1
 PZ0628  PID         -  PZ0628
 PZ0628  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0628  USGS QUAD   -  ANTELOPE PEAK (1968)
 PZ0628
 PZ0628                         *CURRENT SURVEY CONTROL
 PZ0628  ___________________________________________________________________
 PZ0628* NAD 83(1992)-  44 40 57.08575(N)    112 01 28.72470(W)     ADJUSTED  
 PZ0628* NAVD 88     -      2526.3    (meters)    8288.     (feet)  VERTCON   
 PZ0628  ___________________________________________________________________
 PZ0628  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 PZ0628  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 PZ0628
 PZ0628  HORZ ORDER  -  SECOND
 PZ0628
 PZ0628.The horizontal coordinates were established by classical geodetic methods
 PZ0628.and adjusted by the National Geodetic Survey in July 1992..
 PZ0628
 PZ0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0628
 PZ0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0628
 PZ0628.The geoid height was determined by GEOID03.
 PZ0628
 PZ0628;                    North         East     Units Scale Factor Converg.
 PZ0628;SPC MT       -    51,306.299   399,837.035   MT  1.00020530   -1 50 48.4
 PZ0628;SPC MT       -   168,327.75  1,311,801.30   iFT  1.00020530   -1 50 48.4
 PZ0628;SPC ID E     -   335,042.318   211,258.973   MT  0.99994893   +0 05 59.5
 PZ0628;UTM  12      - 4,948,194.403   418,797.460   MT  0.99968108   -0 43 14.0
 PZ0628
 PZ0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0628!SPC MT       -   0.99960553  x   1.00020530  =   0.99981075
 PZ0628!SPC ID E     -   0.99960553  x   0.99994893  =   0.99955448
 PZ0628!UTM  12      -   0.99960553  x   0.99968108  =   0.99928674
 PZ0628
 PZ0628:                Primary Azimuth Mark                     Grid Az
 PZ0628:SPC MT       -  BLACK BUTTE RESET                        030 22 27.1
 PZ0628:SPC ID E     -  BLACK BUTTE RESET                        028 25 39.2
 PZ0628:UTM  12      -  BLACK BUTTE RESET                        029 14 52.7
 PZ0628
 PZ0628|---------------------------------------------------------------------|
 PZ0628| PID    Reference Object                     Distance      Geod. Az  |
 PZ0628|                                                           dddmmss.s |
 PZ0628| PY1200 BLACK BUTTE RESET                   APPROX.28.1 KM 0283138.7 |
 PZ0628| PZ0627 T13S R4 3W SECS 19 24 25 30         114.818 METERS 19902     |
 PZ0628|---------------------------------------------------------------------|
 PZ0628
 PZ0628                          SUPERSEDED SURVEY CONTROL
 PZ0628
 PZ0628  NAD 83(1986)-  44 40 57.09339(N)    112 01 28.69519(W) AD(       ) 2
 PZ0628  NAD 27      -  44 40 57.41300(N)    112 01 25.74300(W) AD(       ) 2
 PZ0628  NGVD 29 (07/19/86) 2524.9    (m)         8284.     (f) VERT ANG       
 PZ0628
 PZ0628.Superseded values are not recommended for survey control.
 PZ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0628.See file dsdata.txt to determine how the superseded data were derived.
 PZ0628
 PZ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ1879748194(NAD 83)
 PZ0628_MARKER: Z = SEE DESCRIPTION
 PZ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PZ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0628+STABILITY: SURFACE MOTION
 PZ0628
 PZ0628  HISTORY     - Date     Condition        Report By
 PZ0628  HISTORY     - 1922     MONUMENTED       USGLO
 PZ0628
 PZ0628                          STATION DESCRIPTION
 PZ0628
 PZ0628'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 PZ0628'STATION IS ON THE CORNER OF SECTIONS 24, 19, 25, 30, T 13 S,
 PZ0628'R 4 AND R 3 W, MONTANA.  IT IS ON THE WESTERN SLOPE OF WHAT
 PZ0628'IS LOCALLY KNOWN AS BIG ANTELOPE PEAK OR BATTLE MOUNTAIN, ABOUT
 PZ0628'20 MILES ENE OF MONIDA, MONTANA AND 3 MILES W BY N OF JOHN
 PZ0628'BRUNDAGES RANCH HOUSE, 115 METERS DOWN THE WESTERN SLOPE FROM
 PZ0628'THE TOP OF THE PEAK AT A JUNCTION OF FENCES FROM THE W AND S.
 PZ0628'
 PZ0628'STATION IS MARKED BY A STANDARD G.L.O. 3-INCH IRON POST SET
 PZ0628'IN A LARGE BLOCK OF CONCRETE, TOP OF POST PROJECTING 6 INCHES
 PZ0628'ABOVE THE GROUND.
 PZ0628'
 PZ0628'REFERENCE MARK NO. 1 IS A STANDARD G.L.O. DISK SET IN CEMENT
 PZ0628'IN A DRILL HOLE IN A LARGE ROCK ON THE HIGHEST POINT OF THE PEAK.
 PZ0628'(THIS REFERENCE MARK WAS THE POINT OCCUPIED AND OBSERVED ON
 PZ0628'FROM THE MAIN SCHEME STATION.  THE SECTION CORNER WAS TIED
 PZ0628'INTO THE REFERENCE MARK BY AN ANGLE AND DISTANCE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0683 ***********************************************************************
 PZ0683  DESIGNATION -  GLO POST 12 RM
 PZ0683  PID         -  PZ0683
 PZ0683  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0683  USGS QUAD   -  EDIE CREEK (1987)
 PZ0683
 PZ0683                         *CURRENT SURVEY CONTROL
 PZ0683  ___________________________________________________________________
 PZ0683* NAD 83(1992)-  44 28 58.23572(N)    112 32 26.05801(W)     ADJUSTED  
 PZ0683* NAVD 88     -      3012.     (meters)    9882.     (feet)  SCALED    
 PZ0683  ___________________________________________________________________
 PZ0683  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 PZ0683  GEOID HEIGHT-         -10.06  (meters)                     GEOID03
 PZ0683
 PZ0683  HORZ ORDER  -  SECOND
 PZ0683
 PZ0683.The horizontal coordinates were established by classical geodetic methods
 PZ0683.and adjusted by the National Geodetic Survey in July 1992..
 PZ0683
 PZ0683.The orthometric height was scaled from a topographic map.
 PZ0683
 PZ0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0683
 PZ0683.The geoid height was determined by GEOID03.
 PZ0683
 PZ0683;                    North         East     Units Scale Factor Converg.
 PZ0683;SPC MT       -    30,580.774   358,089.988   MT  1.00034952   -2 13 27.1
 PZ0683;SPC MT       -   100,330.62  1,174,835.92   iFT  1.00034952   -2 13 27.1
 PZ0683;SPC ID E     -   312,912.451   170,256.341   MT  0.99995824   -0 15 43.2
 PZ0683;UTM  12      - 4,926,657.642   377,491.818   MT  0.99978457   -1 04 46.6
 PZ0683
 PZ0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0683!SPC MT       -   0.99952946  x   1.00034952  =   0.99987881
 PZ0683!SPC ID E     -   0.99952946  x   0.99995824  =   0.99948771
 PZ0683!UTM  12      -   0.99952946  x   0.99978457  =   0.99931413
 PZ0683
 PZ0683                          SUPERSEDED SURVEY CONTROL
 PZ0683
 PZ0683  NAD 83(1986)-  44 28 58.23291(N)    112 32 26.04499(W) AD(       ) 2
 PZ0683  NAD 27      -  44 28 58.55000(N)    112 32 23.05000(W) AD(       ) 2
 PZ0683
 PZ0683.Superseded values are not recommended for survey control.
 PZ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0683.See file dsdata.txt to determine how the superseded data were derived.
 PZ0683
 PZ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ7749226658(NAD 83)
 PZ0683_MARKER: DD = SURVEY DISK
 PZ0683_SETTING: 80 = SET IN A BOULDER
 PZ0683_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PZ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0683+STABILITY: SURFACE MOTION
 PZ0683
 PZ0683  HISTORY     - Date     Condition        Report By
 PZ0683  HISTORY     - 1922     MONUMENTED       USGLO
 PZ0683
 PZ0683                          STATION DESCRIPTION
 PZ0683
 PZ0683'DESCRIBED BY US GENERAL LAND OFFICE 1922
 PZ0683'REFERENCE MARK IS A STANDARD G.L.O. DISK SET IN CONCRETE
 PZ0683'IN A DRILL HOLE IN A LARGE ROCK W OF STATION GLO POST 12.
 PZ0683'
 PZ0683'STATION IS REACHED FROM MONIDA, BY-WAY-OF SAW MILL CREEK,
 PZ0683'SWINGING OFF UP A LARGE CANYON TO THE E AND 2 MILES BELOW
 PZ0683'THE OLD SAWMILL AND FOLLOWING THE RIDGE ON THE SOUTHERN SIDE
 PZ0683'OF THIS CANYON TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0707 ***********************************************************************
 PZ0707  DESIGNATION -  GLO POST 13 RM
 PZ0707  PID         -  PZ0707
 PZ0707  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0707  USGS QUAD   -  LIMA PEAKS (1976)
 PZ0707
 PZ0707                         *CURRENT SURVEY CONTROL
 PZ0707  ___________________________________________________________________
 PZ0707* NAD 83(1992)-  44 31 19.36928(N)    112 30 45.76575(W)     ADJUSTED  
 PZ0707* NAVD 88     -      2201.     (meters)    7221.     (feet)  SCALED    
 PZ0707  ___________________________________________________________________
 PZ0707  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 PZ0707  GEOID HEIGHT-         -10.03  (meters)                     GEOID03
 PZ0707
 PZ0707  HORZ ORDER  -  SECOND
 PZ0707
 PZ0707.The horizontal coordinates were established by classical geodetic methods
 PZ0707.and adjusted by the National Geodetic Survey in July 1992..
 PZ0707
 PZ0707.The orthometric height was scaled from a topographic map.
 PZ0707
 PZ0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0707
 PZ0707.The geoid height was determined by GEOID03.
 PZ0707
 PZ0707;                    North         East     Units Scale Factor Converg.
 PZ0707;SPC MT       -    34,849.764   360,472.947   MT  1.00032029   -2 12 13.7
 PZ0707;SPC MT       -   114,336.50  1,182,654.03   iFT  1.00032029   -2 12 13.7
 PZ0707;SPC ID E     -   317,258.870   172,490.928   MT  0.99995667   -0 14 33.5
 PZ0707;UTM  12      - 4,930,970.960   379,787.814   MT  0.99977771   -1 03 38.9
 PZ0707
 PZ0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0707!SPC MT       -   0.99965652  x   1.00032029  =   0.99997670
 PZ0707!SPC ID E     -   0.99965652  x   0.99995667  =   0.99961320
 PZ0707!UTM  12      -   0.99965652  x   0.99977771  =   0.99943430
 PZ0707
 PZ0707                          SUPERSEDED SURVEY CONTROL
 PZ0707
 PZ0707  NAD 83(1986)-  44 31 19.36598(N)    112 30 45.75287(W) AD(       ) 2
 PZ0707  NAD 27      -  44 31 19.70000(N)    112 30 42.75000(W) AD(       ) 2
 PZ0707
 PZ0707.Superseded values are not recommended for survey control.
 PZ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0707.See file dsdata.txt to determine how the superseded data were derived.
 PZ0707
 PZ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ7978830971(NAD 83)
 PZ0707_MARKER: Z = SEE DESCRIPTION
 PZ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0707+STABILITY: SURFACE MOTION
 PZ0707
 PZ0707  HISTORY     - Date     Condition        Report By
 PZ0707  HISTORY     - 1922     MONUMENTED       USGLO
 PZ0707
 PZ0707                          STATION DESCRIPTION
 PZ0707
 PZ0707'DESCRIBED BY US GENERAL LAND OFFICE 1922
 PZ0707'STATION GLO POST 13 IS ABOUT 10 MILES SW OF MONIDA UP SAW MILL CREEK,
 PZ0707'ON THE NORTHERN SLOPE OF A SMALL VALLEY 1/2 MILE SE OF PRICES
 PZ0707'SHEEP RANCH ABOUT 3 MILES BELOW THE OLD SAWMILL SITE.  THE
 PZ0707'POINT IS JUST OVER THE FIRST RIDGE SE OF THE SHEEP RANCH AND
 PZ0707'ABOUT 200 METERS BELOW THE TOP OF THE RIDGE THROUGH A SMALL
 PZ0707'SADDLE.  IT IS THE CORNER OF SECTIONS 13, 18, 19, 24, T 15 S,
 PZ0707'R 7 AND 8 W, MONTANA.
 PZ0707'
 PZ0707'REFERENCE MARK NO. 1 IS A STANDARD G.L.O. 3-INCH POST SET
 PZ0707'IN A CYLINDER OF CONCRETE 50 METERS SE OF STATION GLO POST 13 AND
 PZ0707'THERE IS A SMALL MOUND OF ROCKS TO THE W OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1204 ***********************************************************************
 PY1204  DESIGNATION -  GLO POST 17 A
 PY1204  PID         -  PY1204
 PY1204  STATE/COUNTY-  MT/MADISON
 PY1204  USGS QUAD   -  IRON CREEK (1988)
 PY1204
 PY1204                         *CURRENT SURVEY CONTROL
 PY1204  ___________________________________________________________________
 PY1204* NAD 83(1992)-  44 54 44.13292(N)    111 54 12.16543(W)     ADJUSTED  
 PY1204* NAVD 88     -      2759.6    (meters)    9054.     (feet)  VERTCON   
 PY1204  ___________________________________________________________________
 PY1204  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 PY1204  GEOID HEIGHT-          -8.98  (meters)                     GEOID03
 PY1204
 PY1204  HORZ ORDER  -  SECOND
 PY1204
 PY1204.The horizontal coordinates were established by classical geodetic methods
 PY1204.and adjusted by the National Geodetic Survey in July 1992..
 PY1204
 PY1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1204
 PY1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1204
 PY1204.The geoid height was determined by GEOID03.
 PY1204
 PY1204;                    North         East     Units Scale Factor Converg.
 PY1204;SPC MT       -    76,525.082   410,231.729   MT  1.00005379   -1 45 29.1
 PY1204;SPC MT       -   251,066.54  1,345,904.62   iFT  1.00005379   -1 45 29.1
 PY1204;UTM  12      - 4,973,600.493   428,691.297   MT  0.99966253   -0 38 16.2
 PY1204
 PY1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1204!SPC MT       -   0.99956893  x   1.00005379  =   0.99962270
 PY1204!UTM  12      -   0.99956893  x   0.99966253  =   0.99923160
 PY1204
 PY1204|---------------------------------------------------------------------|
 PY1204| PID    Reference Object                     Distance      Geod. Az  |
 PY1204|                                                           dddmmss.s |
 PY1204| PY1205 GLO POST 17 RM 1                     51.681 METERS 01407     |
 PY1204| PY1201 GLO POST 17 A RM 2                    1.874 METERS 09101     |
 PY1204|---------------------------------------------------------------------|
 PY1204
 PY1204                          SUPERSEDED SURVEY CONTROL
 PY1204
 PY1204  NAD 83(1986)-  44 54 44.14865(N)    111 54 12.18242(W) AD(       ) 2
 PY1204  NAD 27      -  44 54 44.45000(N)    111 54 09.34000(W) AD(       ) 2
 PY1204  NGVD 29 (07/19/86) 2758.1    (m)         9049.     (f) VERT ANG       
 PY1204
 PY1204.Superseded values are not recommended for survey control.
 PY1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1204.See file dsdata.txt to determine how the superseded data were derived.
 PY1204
 PY1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ2869173600(NAD 83)
 PY1204_MARKER: I = METAL ROD
 PY1204_SETTING: 0 = UNSPECIFIED SETTING
 PY1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1204
 PY1204  HISTORY     - Date     Condition        Report By
 PY1204  HISTORY     - 1922     MONUMENTED       USGLO
 PY1204
 PY1204                          STATION DESCRIPTION
 PY1204
 PY1204'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 PY1204'THE CLOSING CORNERS OF SECTIONS 1 AND 6, T 11 S, RS 2 AND 3
 PY1204'W, ON THE SECOND STANDARD PARALLEL S, MONTANA.  IT IS LOCATED
 PY1204'ON THE SOUTHERN SLOPE OF THE SW END OF A SMALL RIDGE, LOCALLY
 PY1204'KNOWN AS BURNT CREEK RIDGE, ABOUT 3 MILES W OF BLACK BUTTE.
 PY1204'
 PY1204'STATION IS MARKED BY A STANDARD G.L.O. 3-INCH IRON POST, SET
 PY1204'30 INCHES IN THE GROUND, PROJECTING 6 INCHES ABOVE THE SURFACE.
 PY1204'
 PY1204'REFERENCE MARK NO. 1 IS A STANDARD G.L.O. DISK SET IN CONCRETE
 PY1204'IN A DRILL HOLE IN A LARGE ROCK ON THE TOP OF THE RIDGE
 PY1204'N OF THE STATION.  ON IT ARE TWO ARROWS, ONE POINTING TO
 PY1204'POST NO. 17 A AND ONE TO POST NO. 17 B.  THIS REFERENCE MARK
 PY1204'WAS THE POINT OCCUPIED AND OBSERVED ON FROM THE MAIN SCHEME
 PY1204'STATIONS.
 PY1204'
 PY1204'REFERENCE MARK NO. 2 IS A STANDARD G.L.O. DISK CEMENTED IN
 PY1204'A DRILL HOLE IN A LARGE ROCK 2 METERS E OF THE STATION.
 PY1204'
 PY1204'POST NO. 17 A AND POST NO. 17 B WERE TIED INTO IT BY ANGLE
 PY1204'AND DISTANCE.  IT IS ABOUT 240 METERS W OF THE HIGHEST POINT
 PY1204'OF THE SW END OF BURNT CREEK RIDGE AND IS ALMOST IN RANGE
 PY1204'WITH THE SOUTHERN TANGENT OF THE HIGHEST PART OF THE RIDGE
 PY1204'AND BLACK BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1201 ***********************************************************************
 PY1201  DESIGNATION -  GLO POST 17 A RM 2
 PY1201  PID         -  PY1201
 PY1201  STATE/COUNTY-  MT/MADISON
 PY1201  USGS QUAD   -  IRON CREEK (1988)
 PY1201
 PY1201                         *CURRENT SURVEY CONTROL
 PY1201  ___________________________________________________________________
 PY1201* NAD 83(1992)-  44 54 44.13185(N)    111 54 12.08001(W)     ADJUSTED  
 PY1201* NAVD 88     -      2759.     (meters)    9052.     (feet)  SCALED    
 PY1201  ___________________________________________________________________
 PY1201  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 PY1201  GEOID HEIGHT-          -8.98  (meters)                     GEOID03
 PY1201
 PY1201  HORZ ORDER  -  SECOND
 PY1201
 PY1201.The horizontal coordinates were established by classical geodetic methods
 PY1201.and adjusted by the National Geodetic Survey in July 1992..
 PY1201
 PY1201.The orthometric height was scaled from a topographic map.
 PY1201
 PY1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1201
 PY1201.The geoid height was determined by GEOID03.
 PY1201
 PY1201;                    North         East     Units Scale Factor Converg.
 PY1201;SPC MT       -    76,524.992   410,233.601   MT  1.00005379   -1 45 29.0
 PY1201;SPC MT       -   251,066.25  1,345,910.76   iFT  1.00005379   -1 45 29.0
 PY1201;UTM  12      - 4,973,600.439   428,693.169   MT  0.99966252   -0 38 16.1
 PY1201
 PY1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1201!SPC MT       -   0.99956894  x   1.00005379  =   0.99962271
 PY1201!UTM  12      -   0.99956894  x   0.99966252  =   0.99923161
 PY1201
 PY1201                          SUPERSEDED SURVEY CONTROL
 PY1201
 PY1201  NAD 83(1986)-  44 54 44.14758(N)    111 54 12.09700(W) AD(       ) 2
 PY1201  NAD 27      -  44 54 44.44000(N)    111 54 09.26000(W) AD(       ) 2
 PY1201
 PY1201.Superseded values are not recommended for survey control.
 PY1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1201.See file dsdata.txt to determine how the superseded data were derived.
 PY1201
 PY1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ2869373600(NAD 83)
 PY1201_MARKER: DD = SURVEY DISK
 PY1201_SETTING: 80 = SET IN A BOULDER
 PY1201_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1201+STABILITY: SURFACE MOTION
 PY1201
 PY1201  HISTORY     - Date     Condition        Report By
 PY1201  HISTORY     - 1922     MONUMENTED       USGLO
 PY1201
 PY1201                          STATION DESCRIPTION
 PY1201
 PY1201'DESCRIBED BY US GENERAL LAND OFFICE 1922
 PY1201'THE CLOSING CORNERS OF SECTIONS 1 AND 6, T 11 S, RS 2 AND 3
 PY1201'W, ON THE SECOND STANDARD PARALLEL S, MONTANA.  IT IS LOCATED
 PY1201'ON THE SOUTHERN SLOPE OF THE SW END OF A SMALL RIDGE, LOCALLY
 PY1201'KNOWN AS BURNT CREEK RIDGE, ABOUT 3 MILES W OF BLACK BUTTE.
 PY1201'
 PY1201'REFERENCE MARK NO. 2 IS A STANDARD G.L.O. DISK CEMENTED IN
 PY1201'A DRILL HOLE IN A LARGE ROCK 2 METERS E OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1203 ***********************************************************************
 PY1203  DESIGNATION -  GLO POST 17 B
 PY1203  PID         -  PY1203
 PY1203  STATE/COUNTY-  MT/MADISON
 PY1203  USGS QUAD   -  IRON CREEK (1988)
 PY1203
 PY1203                         *CURRENT SURVEY CONTROL
 PY1203  ___________________________________________________________________
 PY1203* NAD 83(1992)-  44 54 44.13329(N)    111 54 19.20756(W)     ADJUSTED  
 PY1203* NAVD 88     -      2723.4    (meters)    8935.     (feet)  VERTCON   
 PY1203  ___________________________________________________________________
 PY1203  LAPLACE CORR-           9.45  (seconds)                    DEFLEC99
 PY1203  GEOID HEIGHT-          -8.99  (meters)                     GEOID03
 PY1203
 PY1203  HORZ ORDER  -  SECOND
 PY1203
 PY1203.The horizontal coordinates were established by classical geodetic methods
 PY1203.and adjusted by the National Geodetic Survey in July 1992..
 PY1203
 PY1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1203
 PY1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1203
 PY1203.The geoid height was determined by GEOID03.
 PY1203
 PY1203;                    North         East     Units Scale Factor Converg.
 PY1203;SPC MT       -    76,529.835   410,077.323   MT  1.00005379   -1 45 34.2
 PY1203;SPC MT       -   251,082.14  1,345,398.04   iFT  1.00005379   -1 45 34.2
 PY1203;UTM  12      - 4,973,602.225   428,536.887   MT  0.99966280   -0 38 21.2
 PY1203
 PY1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1203!SPC MT       -   0.99957460  x   1.00005379  =   0.99962837
 PY1203!UTM  12      -   0.99957460  x   0.99966280  =   0.99923754
 PY1203
 PY1203|---------------------------------------------------------------------|
 PY1203| PID    Reference Object                     Distance      Geod. Az  |
 PY1203|                                                           dddmmss.s |
 PY1203| PY1205 GLO POST 17 RM 1                    174.427 METERS 07318     |
 PY1203| PY1202 GLO POST 17 B RM 2                    1.890 METERS 34049     |
 PY1203|---------------------------------------------------------------------|
 PY1203
 PY1203                          SUPERSEDED SURVEY CONTROL
 PY1203
 PY1203  NAD 83(1986)-  44 54 44.14903(N)    111 54 19.22467(W) AD(       ) 2
 PY1203  NAD 27      -  44 54 44.45000(N)    111 54 16.39000(W) AD(       ) 2
 PY1203  NGVD 29 (07/19/86) 2721.9    (m)         8930.     (f) VERT ANG       
 PY1203
 PY1203.Superseded values are not recommended for survey control.
 PY1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1203.See file dsdata.txt to determine how the superseded data were derived.
 PY1203
 PY1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ2853773602(NAD 83)
 PY1203_MARKER: I = METAL ROD
 PY1203_SETTING: 0 = UNSPECIFIED SETTING
 PY1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1203
 PY1203  HISTORY     - Date     Condition        Report By
 PY1203  HISTORY     - 1922     MONUMENTED       USGLO
 PY1203
 PY1203                          STATION DESCRIPTION
 PY1203
 PY1203'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 PY1203'STATION IS ON THE CORNER OF SECTIONS 36 AND 31, T 10 S, RS
 PY1203'2 AND 3 W, ON THE SECOND STANDARD PARALLEL S, MONTANA.  IT
 PY1203'IS LOCATED ON THE WESTERN SLOPE OF THE SW END OF A SMALL
 PY1203'RIDGE LOCALLY KNOWN AS BURNT CREEK RIDGE, ABOUT 3 MILES W
 PY1203'OF BLACK BUTTE.
 PY1203'
 PY1203'STATION IS MARKED BY A STANDARD G.L.O. 3-INCH IRON POST SET
 PY1203'30 INCHES IN THE GROUND, PROJECTING 6 INCHES ABOVE THE SURFACE.
 PY1203'
 PY1203'REFERENCE MARK NO. 1 IS A STANDARD G.L.O. DISK SET IN CONCRETE
 PY1203'IN A DRILL HOLE IN A LARGE ROCK ON THE TOP OF THE RIDGE E
 PY1203'OF THE STATION.  ON IT ARE TWO ARROWS, ONE POINTING TO POST
 PY1203'17 A AND ONE TO POST 17 B.  (THIS REFERENCE MARK WAS THE
 PY1203'POINT OCCUPIED AND OBSERVED ON FROM THE MAIN SCHEME STATIONS.
 PY1203'POSTS 17A AND 17B WERE TIED INTO IT BY ANGLE AND DISTANCE).
 PY1203'IT IS ABOUT 240 METERS W OF THE HIGHEST POINT OF THE SW END
 PY1203'OF BURNT CREEK RIDGE AND IS ABOUT IN RANGE WITH THE SOUTHERN
 PY1203'TANGENT OF THE HIGHEST PART OF THE RIDGE AND BLACK BUTTE.
 PY1203'
 PY1203'REFERENCE MARK NO. 2 IS A STANDARD G.L.O. DISK CEMENTED IN A
 PY1203'DRILL HOLE IN A LARGE ROCK 2 METERS N OF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1202 ***********************************************************************
 PY1202  DESIGNATION -  GLO POST 17 B RM 2
 PY1202  PID         -  PY1202
 PY1202  STATE/COUNTY-  MT/MADISON
 PY1202  USGS QUAD   -  IRON CREEK (1988)
 PY1202
 PY1202                         *CURRENT SURVEY CONTROL
 PY1202  ___________________________________________________________________
 PY1202* NAD 83(1992)-  44 54 44.19111(N)    111 54 19.23588(W)     ADJUSTED  
 PY1202* NAVD 88     -      2723.     (meters)    8934.     (feet)  SCALED    
 PY1202  ___________________________________________________________________
 PY1202  LAPLACE CORR-           9.45  (seconds)                    DEFLEC99
 PY1202  GEOID HEIGHT-          -8.99  (meters)                     GEOID03
 PY1202
 PY1202  HORZ ORDER  -  SECOND
 PY1202
 PY1202.The horizontal coordinates were established by classical geodetic methods
 PY1202.and adjusted by the National Geodetic Survey in July 1992..
 PY1202
 PY1202.The orthometric height was scaled from a topographic map.
 PY1202
 PY1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1202
 PY1202.The geoid height was determined by GEOID03.
 PY1202
 PY1202;                    North         East     Units Scale Factor Converg.
 PY1202;SPC MT       -    76,531.638   410,076.757   MT  1.00005378   -1 45 34.3
 PY1202;SPC MT       -   251,088.05  1,345,396.18   iFT  1.00005378   -1 45 34.3
 PY1202;UTM  12      - 4,973,604.016   428,536.286   MT  0.99966280   -0 38 21.2
 PY1202
 PY1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1202!SPC MT       -   0.99957459  x   1.00005378  =   0.99962834
 PY1202!UTM  12      -   0.99957459  x   0.99966280  =   0.99923753
 PY1202
 PY1202                          SUPERSEDED SURVEY CONTROL
 PY1202
 PY1202  NAD 83(1986)-  44 54 44.20685(N)    111 54 19.25299(W) AD(       ) 2
 PY1202  NAD 27      -  44 54 44.50000(N)    111 54 16.42000(W) AD(       ) 2
 PY1202
 PY1202.Superseded values are not recommended for survey control.
 PY1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1202.See file dsdata.txt to determine how the superseded data were derived.
 PY1202
 PY1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ2853673604(NAD 83)
 PY1202_MARKER: DD = SURVEY DISK
 PY1202_SETTING: 80 = SET IN A BOULDER
 PY1202_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1202+STABILITY: SURFACE MOTION
 PY1202
 PY1202  HISTORY     - Date     Condition        Report By
 PY1202  HISTORY     - 1922     MONUMENTED       USGLO
 PY1202
 PY1202                          STATION DESCRIPTION
 PY1202
 PY1202'DESCRIBED BY US GENERAL LAND OFFICE 1922
 PY1202'STATION IS ON THE CORNER OF SECTIONS 36 AND 31, T 10 S, RS
 PY1202'2 AND 3 W, ON THE SECOND STANDARD PARALLEL S, MONTANA.  IT
 PY1202'IS LOCATED ON THE WESTERN SLOPE OF THE SW END OF A SMALL
 PY1202'RIDGE LOCALLY KNOWN AS BURNT CREEK RIDGE, ABOUT 3 MILES W
 PY1202'OF BLACK BUTTE.
 PY1202'
 PY1202'REFERENCE MARK NO. 2 IS A STANDARD G.L.O. DISK CEMENTED IN A
 PY1202'DRILL HOLE IN A LARGE ROCK 2 METERS N OF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1205 ***********************************************************************
 PY1205  DESIGNATION -  GLO POST 17 RM 1
 PY1205  PID         -  PY1205
 PY1205  STATE/COUNTY-  MT/MADISON
 PY1205  USGS QUAD   -  IRON CREEK (1988)
 PY1205
 PY1205                         *CURRENT SURVEY CONTROL
 PY1205  ___________________________________________________________________
 PY1205* NAD 83(1992)-  44 54 45.75653(N)    111 54 11.59082(W)     ADJUSTED  
 PY1205* NAVD 88     -      2778.1    (meters)    9114.     (feet)  VERTCON   
 PY1205  ___________________________________________________________________
 PY1205  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 PY1205  GEOID HEIGHT-          -8.99  (meters)                     GEOID03
 PY1205
 PY1205  HORZ ORDER  -  SECOND
 PY1205
 PY1205.The horizontal coordinates were established by classical geodetic methods
 PY1205.and adjusted by the National Geodetic Survey in July 1992..
 PY1205
 PY1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1205
 PY1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1205
 PY1205.The geoid height was determined by GEOID03.
 PY1205
 PY1205;                    North         East     Units Scale Factor Converg.
 PY1205;SPC MT       -    76,574.795   410,245.866   MT  1.00005351   -1 45 28.7
 PY1205;SPC MT       -   251,229.64  1,345,951.00   iFT  1.00005351   -1 45 28.7
 PY1205;UTM  12      - 4,973,650.453   428,704.454   MT  0.99966250   -0 38 15.8
 PY1205
 PY1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1205!SPC MT       -   0.99956603  x   1.00005351  =   0.99961952
 PY1205!UTM  12      -   0.99956603  x   0.99966250  =   0.99922868
 PY1205
 PY1205:                Primary Azimuth Mark                     Grid Az
 PY1205:SPC MT       -  BLACK BUTTE RESET                        105 40 48.2
 PY1205:UTM  12      -  BLACK BUTTE RESET                        104 33 35.3
 PY1205
 PY1205|---------------------------------------------------------------------|
 PY1205| PID    Reference Object                     Distance      Geod. Az  |
 PY1205|                                                           dddmmss.s |
 PY1205| PY1200 BLACK BUTTE RESET                   APPROX. 3.9 KM 1035519.5 |
 PY1205| PY1201 GLO POST 17 A RM 2                   51.288 METERS 19205     |
 PY1205| PY1204 GLO POST 17 A                        51.681 METERS 19407     |
 PY1205| PY1203 GLO POST 17 B                       174.427 METERS 25318     |
 PY1205| QX0636 OLD BALDY CAIRN                     APPROX.23.8 KM 3480533.2 |
 PY1205|---------------------------------------------------------------------|
 PY1205
 PY1205                          SUPERSEDED SURVEY CONTROL
 PY1205
 PY1205  NAD 83(1986)-  44 54 45.77224(N)    111 54 11.60779(W) AD(       ) 2
 PY1205  NAD 27      -  44 54 46.07000(N)    111 54 08.77000(W) AD(       ) 2
 PY1205  NGVD 29 (07/19/86) 2776.6    (m)         9110.     (f) VERT ANG       
 PY1205
 PY1205.Superseded values are not recommended for survey control.
 PY1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1205.See file dsdata.txt to determine how the superseded data were derived.
 PY1205
 PY1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ2870473650(NAD 83)
 PY1205_MARKER: DD = SURVEY DISK
 PY1205_SETTING: 80 = SET IN A BOULDER
 PY1205_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1205+STABILITY: SURFACE MOTION
 PY1205
 PY1205  HISTORY     - Date     Condition        Report By
 PY1205  HISTORY     - 1922     MONUMENTED       USGLO
 PY1205
 PY1205                          STATION DESCRIPTION
 PY1205
 PY1205'DESCRIBED BY US GENERAL LAND OFFICE 1922
 PY1205'THE CLOSING CORNERS OF SECTIONS 1 AND 6, T 11 S, RS 2 AND 3
 PY1205'W, ON THE SECOND STANDARD PARALLEL S, MONTANA.  IT IS LOCATED
 PY1205'ON THE SOUTHERN SLOPE OF THE SW END OF A SMALL RIDGE, LOCALLY
 PY1205'KNOWN AS BURNT CREEK RIDGE, ABOUT 3 MILES W OF BLACK BUTTE.
 PY1205'
 PY1205'REFERENCE MARK NO. 1 IS A STANDARD G.L.O. DISK SET IN CONCRETE
 PY1205'IN A DRILL HOLE IN A LARGE ROCK ON THE TOP OF THE RIDGE
 PY1205'N OF THE STATION.  ON IT ARE TWO ARROWS, ONE POINTING TO
 PY1205'POST NO. 17 A AND ONE TO POST NO. 17 B.  THIS REFERENCE MARK
 PY1205'WAS THE POINT OCCUPIED AND OBSERVED ON FROM THE MAIN SCHEME
 PY1205'STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0637 ***********************************************************************
 QX0637  DESIGNATION -  GLO POST 18 RM 1
 QX0637  PID         -  QX0637
 QX0637  STATE/COUNTY-  MT/MADISON
 QX0637  USGS QUAD   -  VIRGINIA CITY (1988)
 QX0637
 QX0637                         *CURRENT SURVEY CONTROL
 QX0637  ___________________________________________________________________
 QX0637* NAD 83(1992)-  45 20 59.46520(N)    111 52 37.11815(W)     ADJUSTED  
 QX0637* NAVD 88     -      2063.5    (meters)    6770.     (feet)  VERTCON   
 QX0637  ___________________________________________________________________
 QX0637  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 QX0637  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 QX0637
 QX0637  HORZ ORDER  -  SECOND
 QX0637
 QX0637.The horizontal coordinates were established by classical geodetic methods
 QX0637.and adjusted by the National Geodetic Survey in July 1992..
 QX0637
 QX0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0637
 QX0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0637
 QX0637.The geoid height was determined by GEOID03.
 QX0637
 QX0637;                    North         East     Units Scale Factor Converg.
 QX0637;SPC MT       -   125,067.019   413,791.259   MT  0.99980802   -1 44 19.6
 QX0637;SPC MT       -   410,324.87  1,357,582.87   iFT  0.99980802   -1 44 19.6
 QX0637;UTM  12      - 5,022,189.692   431,302.729   MT  0.99965802   -0 37 26.1
 QX0637
 QX0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0637!SPC MT       -   0.99967817  x   0.99980802  =   0.99948625
 QX0637!UTM  12      -   0.99967817  x   0.99965802  =   0.99933630
 QX0637
 QX0637|---------------------------------------------------------------------|
 QX0637| PID    Reference Object                     Distance      Geod. Az  |
 QX0637|                                                           dddmmss.s |
 QX0637| QX0638 T5S R2W SEC 32 1/4 COR SOUTH         90.210 METERS 12457     |
 QX0637| QX0633 TAYLOR                              APPROX.47.8 KM 1362835.9 |
 QX0637|---------------------------------------------------------------------|
 QX0637
 QX0637                          SUPERSEDED SURVEY CONTROL
 QX0637
 QX0637  NAD 83(1986)-  45 20 59.46709(N)    111 52 37.10676(W) AD(       ) 2
 QX0637  NAD 27      -  45 20 59.72600(N)    111 52 34.16500(W) AD(       ) 2
 QX0637  NGVD 29 (07/19/86) 2062.3    (m)         6766.     (f) VERT ANG       
 QX0637
 QX0637.Superseded values are not recommended for survey control.
 QX0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0637.See file dsdata.txt to determine how the superseded data were derived.
 QX0637
 QX0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR3130322190(NAD 83)
 QX0637_MARKER: DD = SURVEY DISK
 QX0637_SETTING: 80 = SET IN A BOULDER
 QX0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0637+STABILITY: SURFACE MOTION
 QX0637
 QX0637  HISTORY     - Date     Condition        Report By
 QX0637  HISTORY     - 1922     MONUMENTED       USGLO
 QX0637
 QX0637                          STATION DESCRIPTION
 QX0637
 QX0637'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 QX0637'STATION IS THE 1/4 CORNER OF SEC. 32, T 5 S, R 2 W, ON THE
 QX0637'FIRST STANDARD PARALLEL S, MONTANA.  IT IS ABOUT 7 MILES DUE
 QX0637'W OF ENNIS, ON THE SE SLOPE OF A SMALL HILL NEAR THE TOP OF
 QX0637'THE CONTINENTAL DIVIDE.  BETTER DESCRIBED BY TELLING HOW TO
 QX0637'REACH IT FROM ENNIS.
 QX0637'
 QX0637'THE STATION MARK IS A STANDARD G.L.O. DISK SET IN CEMENT
 QX0637'IN A LARGE QUARTZITE BOULDER, 90 METERS UP THE HILLSIDE NW
 QX0637'OF THE STATION.  THIS MARK WAS THE POINT OCCUPIED
 QX0637'AND OBSERVED ON FROM THE MAIN SCHEME STATION GLO POST 18,
 QX0637'THE POST BEING TIED INTO IT BY AN ANGLE AND DISTANCE.
 QX0637'
 QX0637'STARTING FROM THE ENNIS HOTEL WITH SPEEDOMETER AT 0.0 MILE,
 QX0637'TAKE ROAD DUE W UP THROUGH THE GAP PAST THE RIFLE RANGE.
 QX0637'FOLLOW THE ROAD FOR 3.9 MILES TO A FORK IN THE ROAD, TAKE
 QX0637'ROAD TO LEFT AND FOLLOW FOR 0.1 MILE WHERE A VERY DIM ROAD
 QX0637'TAKING OFF TO THE RIGHT IS SEEN.  FOLLOW THIS ROAD FOR 4.0 MILES
 QX0637'OR UNTIL SPEEDOMETER READS 8.0 MILES.  AT THIS POINT IS A
 QX0637'SMALL CREEK, CROSS IT AND TURN SHARPLY TO THE RIGHT.  CONTINUE
 QX0637'OVER THIS ROAD FOR 0.5 MILE UNTIL ANOTHER ROAD IS REACHED
 QX0637'TURNING OFF TO THE RIGHT.  TAKE THIS RIGHT-HAND ROAD AND
 QX0637'FOLLOW FOR 0.3 MILE OR UNTIL A LARGE GATE IS REACHED,
 QX0637'SPEEDOMETER READING 8.8 MILES.  THE CORNER IS ABOUT 150 METERS E
 QX0637'OF THIS GATE, ALONG THE FENCE LINE AT THE JUNCTION OF THIS
 QX0637'E-W FENCE AND A FENCE RUNNING N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0641 ***********************************************************************
 QX0641  DESIGNATION -  GLO POST 19
 QX0641  PID         -  QX0641
 QX0641  STATE/COUNTY-  MT/GALLATIN
 QX0641  USGS QUAD   -  WILLOW CREEK (1987)
 QX0641
 QX0641                         *CURRENT SURVEY CONTROL
 QX0641  ___________________________________________________________________
 QX0641* NAD 83(1992)-  45 47 12.82377(N)    111 39 35.57619(W)     ADJUSTED  
 QX0641* NAVD 88     -      1461.5    (meters)    4795.     (feet)  VERTCON   
 QX0641  ___________________________________________________________________
 QX0641  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 QX0641  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 QX0641
 QX0641  HORZ ORDER  -  SECOND
 QX0641
 QX0641.The horizontal coordinates were established by classical geodetic methods
 QX0641.and adjusted by the National Geodetic Survey in July 1992..
 QX0641
 QX0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0641
 QX0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0641
 QX0641.The geoid height was determined by GEOID03.
 QX0641
 QX0641;                    North         East     Units Scale Factor Converg.
 QX0641;SPC MT       -   173,116.196   432,132.523   MT  0.99961893   -1 34 47.9
 QX0641;SPC MT       -   567,966.52  1,417,757.62   iFT  0.99961893   -1 34 47.9
 QX0641;UTM  12      - 5,070,582.273   448,708.014   MT  0.99963234   -0 28 22.7
 QX0641
 QX0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0641!SPC MT       -   0.99977271  x   0.99961893  =   0.99939172
 QX0641!UTM  12      -   0.99977271  x   0.99963234  =   0.99940513
 QX0641
 QX0641|---------------------------------------------------------------------|
 QX0641| PID    Reference Object                     Distance      Geod. Az  |
 QX0641|                                                           dddmmss.s |
 QX0641| QX0642 GLO POST 19 RM 1                      3.045 METERS 00021     |
 QX0641| CN3604 GLO POST 19 AZ MK                                  0381734.4 |
 QX0641| QX0640 GLO POST 19 RM 2                      6.390 METERS 08952     |
 QX0641|---------------------------------------------------------------------|
 QX0641
 QX0641                          SUPERSEDED SURVEY CONTROL
 QX0641
 QX0641  NAD 83(1986)-  45 47 12.82408(N)    111 39 35.57155(W) AD(       ) 2
 QX0641  NAD 27      -  45 47 13.07900(N)    111 39 32.65900(W) AD(       ) 2
 QX0641  NGVD 29 (07/19/86) 1460.5    (m)         4792.     (f) VERT ANG       
 QX0641
 QX0641.Superseded values are not recommended for survey control.
 QX0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0641.See file dsdata.txt to determine how the superseded data were derived.
 QX0641
 QX0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR4870870582(NAD 83)
 QX0641_MARKER: DD = SURVEY DISK
 QX0641_SETTING: 66 = SET IN ROCK OUTCROP
 QX0641
 QX0641  HISTORY     - Date     Condition        Report By
 QX0641  HISTORY     - 1922     MONUMENTED       USGLO
 QX0641  HISTORY     - 1956     GOOD             CGS
 QX0641
 QX0641                          STATION DESCRIPTION
 QX0641
 QX0641'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 QX0641'STATION IS THE INITIAL POINT OF ALL G.L.O. SURVEYS IN MONTANA,
 QX0641'ABOUT 3 MILES S OF THE TOWN OF WILLOW CREEK, ON THE E END OF
 QX0641'THE FIRST HIGH RIDGE S OF THE TOWN ON THE W SIDE OF THE
 QX0641'YELLOWSTONE TRAIL HIGHWAY.  IT CAN BE REACHED FROM THE HIGHWAY S
 QX0641'OF IT IN 15 MINUTES CLIMB.
 QX0641'
 QX0641'A CAIRN OF ROCKS 5 FEET HIGH SETS 10 FEET W OF THE STATION.
 QX0641'
 QX0641'STATION AND REFERENCE MARKS ARE STANDARD G.L.O. DISKS SET
 QX0641'IN CEMENT IN DRILL HOLES IN OUTCROPPING LIMESTONE.
 QX0641'
 QX0641'THE STATION MARK WAS STAMPED.
 QX0641
 QX0641                          STATION RECOVERY (1956)
 QX0641
 QX0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QX0641'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN
 QX0641'GOOD CONDITION.  THE ORIGINAL DESCRIPTION OF THE STATION
 QX0641'IS ADEQUATE AND CORRECT WITH THE EXCEPTION OF THE DESCRIPTION
 QX0641'TO REACH THE STATION.  A DESCRIPTION FOR THE 1956 AZIMUTH
 QX0641'MARK AND A LETTER DESCRIPTION TO REACH THE STATION FOLLOWS--
 QX0641'
 QX0641'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF A DIRT ROAD,
 QX0641'AND 7 FEET EAST-SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QX0641'THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN CEMENT IN A
 QX0641'DRILL HOLE IN OUTCROPPING LIMESTONE.  THE DISK IS STAMPED
 QX0641'GLO POST 19 USBLM 1956.
 QX0641'
 QX0641'TO REACH THE STATION FROM THE POST OFFICE IN WILLOW CREEK,
 QX0641'GO SOUTH ON A MACADAM ROAD FOR 1.4 MILES TO A ROAD FORK,
 QX0641'CONTINUE SOUTHERLY ON THE LEFT ROAD FOR 0.8 MILE TO LARGE
 QX0641'RANCH BUILDINGS ON THE LEFT (EAST) AND A WIRE GATE ON THE
 QX0641'RIGHT, TURN RIGHT (WEST) THROUGH GATE AND FOLLOW RANCH ROAD
 QX0641'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON
 QX0641'DIRT ROAD ON THE EAST SIDE OF A FENCE FOR 0.3 MILE TO A
 QX0641'FENCE CORNER, TURN RIGHT AND FOLLOW ALONG THE FENCE FOR 0.3
 QX0641'MILE, TURN LEFT AND FOLLOW DIM TRACK ROAD UP CREST OF ROCKY
 QX0641'RIDGE FOR 0.5 MILE TO THE HIGHEST POINT OF THE HILL AND
 QX0641'STATION.
 QX0641'
 QX0641'HEIGHT OF STAND ABOVE STATION MARK 2.27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0642 ***********************************************************************
 QX0642  DESIGNATION -  GLO POST 19 RM 1
 QX0642  PID         -  QX0642
 QX0642  STATE/COUNTY-  MT/GALLATIN
 QX0642  USGS QUAD   -  WILLOW CREEK (1987)
 QX0642
 QX0642                         *CURRENT SURVEY CONTROL
 QX0642  ___________________________________________________________________
 QX0642* NAD 83(1992)-  45 47 12.92239(N)    111 39 35.57534(W)     ADJUSTED  
 QX0642* NAVD 88     -      1462.     (meters)    4797.     (feet)  SCALED    
 QX0642  ___________________________________________________________________
 QX0642  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 QX0642  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 QX0642
 QX0642  HORZ ORDER  -  SECOND
 QX0642
 QX0642.The horizontal coordinates were established by classical geodetic methods
 QX0642.and adjusted by the National Geodetic Survey in July 1992..
 QX0642
 QX0642.The orthometric height was scaled from a topographic map.
 QX0642
 QX0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0642
 QX0642.The geoid height was determined by GEOID03.
 QX0642
 QX0642;                    North         East     Units Scale Factor Converg.
 QX0642;SPC MT       -   173,119.238   432,132.625   MT  0.99961892   -1 34 47.9
 QX0642;SPC MT       -   567,976.50  1,417,757.96   iFT  0.99961892   -1 34 47.9
 QX0642;UTM  12      - 5,070,585.316   448,708.057   MT  0.99963234   -0 28 22.7
 QX0642
 QX0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0642!SPC MT       -   0.99977263  x   0.99961892  =   0.99939163
 QX0642!UTM  12      -   0.99977263  x   0.99963234  =   0.99940505
 QX0642
 QX0642                          SUPERSEDED SURVEY CONTROL
 QX0642
 QX0642  NAD 83(1986)-  45 47 12.92270(N)    111 39 35.57069(W) AD(       ) 2
 QX0642  NAD 27      -  45 47 13.18000(N)    111 39 32.66000(W) AD(       ) 2
 QX0642
 QX0642.Superseded values are not recommended for survey control.
 QX0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0642.See file dsdata.txt to determine how the superseded data were derived.
 QX0642
 QX0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR4870870585(NAD 83)
 QX0642_MARKER: DD = SURVEY DISK
 QX0642_SETTING: 66 = SET IN ROCK OUTCROP
 QX0642_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QX0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0642+STABILITY: POSITION/ELEVATION WELL
 QX0642
 QX0642  HISTORY     - Date     Condition        Report By
 QX0642  HISTORY     - 1922     MONUMENTED       USGLO
 QX0642
 QX0642                          STATION DESCRIPTION
 QX0642
 QX0642'DESCRIBED BY US GENERAL LAND OFFICE 1922
 QX0642'REFERENCE MARK IS STANDARD G.L.O. DISK SET IN CEMENT
 QX0642'IN A DRILL HOLE IN OUTCROPPING LIMESTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0640 ***********************************************************************
 QX0640  DESIGNATION -  GLO POST 19 RM 2
 QX0640  PID         -  QX0640
 QX0640  STATE/COUNTY-  MT/GALLATIN
 QX0640  USGS QUAD   -  WILLOW CREEK (1987)
 QX0640
 QX0640                         *CURRENT SURVEY CONTROL
 QX0640  ___________________________________________________________________
 QX0640* NAD 83(1992)-  45 47 12.82425(N)    111 39 35.28036(W)     ADJUSTED  
 QX0640* NAVD 88     -      1462.     (meters)    4797.     (feet)  SCALED    
 QX0640  ___________________________________________________________________
 QX0640  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 QX0640  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 QX0640
 QX0640  HORZ ORDER  -  SECOND
 QX0640
 QX0640.The horizontal coordinates were established by classical geodetic methods
 QX0640.and adjusted by the National Geodetic Survey in July 1992..
 QX0640
 QX0640.The orthometric height was scaled from a topographic map.
 QX0640
 QX0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0640
 QX0640.The geoid height was determined by GEOID03.
 QX0640
 QX0640;                    North         East     Units Scale Factor Converg.
 QX0640;SPC MT       -   173,116.035   432,138.909   MT  0.99961893   -1 34 47.7
 QX0640;SPC MT       -   567,965.99  1,417,778.57   iFT  0.99961893   -1 34 47.7
 QX0640;UTM  12      - 5,070,582.235   448,714.401   MT  0.99963234   -0 28 22.5
 QX0640
 QX0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0640!SPC MT       -   0.99977263  x   0.99961893  =   0.99939164
 QX0640!UTM  12      -   0.99977263  x   0.99963234  =   0.99940505
 QX0640
 QX0640                          SUPERSEDED SURVEY CONTROL
 QX0640
 QX0640  NAD 83(1986)-  45 47 12.82456(N)    111 39 35.27571(W) AD(       ) 2
 QX0640  NAD 27      -  45 47 13.08000(N)    111 39 32.36000(W) AD(       ) 2
 QX0640
 QX0640.Superseded values are not recommended for survey control.
 QX0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0640.See file dsdata.txt to determine how the superseded data were derived.
 QX0640
 QX0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR4871470582(NAD 83)
 QX0640_MARKER: DD = SURVEY DISK
 QX0640_SETTING: 66 = SET IN ROCK OUTCROP
 QX0640_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QX0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0640+STABILITY: POSITION/ELEVATION WELL
 QX0640
 QX0640  HISTORY     - Date     Condition        Report By
 QX0640  HISTORY     - 1922     MONUMENTED       USGLO
 QX0640
 QX0640                          STATION DESCRIPTION
 QX0640
 QX0640'DESCRIBED BY US GENERAL LAND OFFICE 1922
 QX0640'REFERENCE MARK IS STANDARD G.L.O. DISK SET IN CEMENT
 QX0640'IN A DRILL HOLE IN OUTCROPPING LIMESTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0625 ***********************************************************************
 QX0625  DESIGNATION -  GLO POST 20 RM
 QX0625  PID         -  QX0625
 QX0625  STATE/COUNTY-  MT/GALLATIN
 QX0625  USGS QUAD   -  MISER CREEK (1987)
 QX0625
 QX0625                         *CURRENT SURVEY CONTROL
 QX0625  ___________________________________________________________________
 QX0625* NAD 83(1992)-  45 47 14.70195(N)    111 02 42.23364(W)     ADJUSTED  
 QX0625* NAVD 88     -      1423.     (meters)    4669.     (feet)  SCALED    
 QX0625  ___________________________________________________________________
 QX0625  LAPLACE CORR-          12.77  (seconds)                    DEFLEC99
 QX0625  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 QX0625
 QX0625  HORZ ORDER  -  SECOND
 QX0625
 QX0625.The horizontal coordinates were established by classical geodetic methods
 QX0625.and adjusted by the National Geodetic Survey in July 1992..
 QX0625
 QX0625.The orthometric height was scaled from a topographic map.
 QX0625
 QX0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0625
 QX0625.The geoid height was determined by GEOID03.
 QX0625
 QX0625;                    North         East     Units Scale Factor Converg.
 QX0625;SPC MT       -   172,043.984   479,910.247   MT  0.99961874   -1 07 48.8
 QX0625;SPC MT       -   564,448.77  1,574,508.68   iFT  0.99961874   -1 07 48.8
 QX0625;UTM  12      - 5,070,429.515   496,497.181   MT  0.99960015   -0 01 56.3
 QX0625
 QX0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0625!SPC MT       -   0.99977868  x   0.99961874  =   0.99939750
 QX0625!UTM  12      -   0.99977868  x   0.99960015  =   0.99937892
 QX0625
 QX0625                          SUPERSEDED SURVEY CONTROL
 QX0625
 QX0625  NAD 83(1986)-  45 47 14.70148(N)    111 02 42.23082(W) AD(       ) 2
 QX0625  NAD 27      -  45 47 14.95000(N)    111 02 39.42000(W) AD(       ) 2
 QX0625
 QX0625.Superseded values are not recommended for survey control.
 QX0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0625.See file dsdata.txt to determine how the superseded data were derived.
 QX0625
 QX0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR9649770430(NAD 83)
 QX0625_MARKER: Z = SEE DESCRIPTION
 QX0625_SETTING: 0 = UNSPECIFIED SETTING
 QX0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0625
 QX0625  HISTORY     - Date     Condition        Report By
 QX0625  HISTORY     - 1922     MONUMENTED       USGLO
 QX0625  HISTORY     - 1966     GOOD             CGS
 QX0625
 QX0625                          STATION DESCRIPTION
 QX0625
 QX0625'DESCRIBED BY US GENERAL LAND OFFICE 1922
 QX0625'STATION MARK IS A 3-INCH G.L.O. REFERENCE MARK SET
 QX0625'IN A LARGE BLOCK OF CONCRETE AT THE FENCE CORNER SE OF STATION
 QX0625'GLO POST 20.
 QX0625
 QX0625                          STATION RECOVERY (1966)
 QX0625
 QX0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 QX0625'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 QX0625'DESCRIBED.
 QX0625'
 QX0625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.4 MILES
 QX0625'EAST OF BELGRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0892 ***********************************************************************
 RX0892  DESIGNATION -  GLO POST 21 RM 1
 RX0892  PID         -  RX0892
 RX0892  STATE/COUNTY-  MT/JEFFERSON
 RX0892  USGS QUAD   -  BOULDER EAST (1996)
 RX0892
 RX0892                         *CURRENT SURVEY CONTROL
 RX0892  ___________________________________________________________________
 RX0892* NAD 83(1992)-  46 08 08.29119(N)    112 01 03.07519(W)     ADJUSTED  
 RX0892* NAVD 88     -      1556.     (meters)    5105.     (feet)  SCALED    
 RX0892  ___________________________________________________________________
 RX0892  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 RX0892  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 RX0892
 RX0892  HORZ ORDER  -  SECOND
 RX0892
 RX0892.The horizontal coordinates were established by classical geodetic methods
 RX0892.and adjusted by the National Geodetic Survey in July 1992..
 RX0892
 RX0892.The orthometric height was scaled from a topographic map.
 RX0892
 RX0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0892
 RX0892.The geoid height was determined by GEOID03.
 RX0892
 RX0892;                    North         East     Units Scale Factor Converg.
 RX0892;SPC MT       -   212,671.840   405,590.641   MT  0.99950872   -1 50 29.7
 RX0892;SPC MT       -   697,742.26  1,330,677.96   iFT  0.99950872   -1 50 29.7
 RX0892;UTM  12      - 5,109,621.008   421,403.901   MT  0.99967594   -0 44 01.1
 RX0892
 RX0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0892!SPC MT       -   0.99975800  x   0.99950872  =   0.99926684
 RX0892!UTM  12      -   0.99975800  x   0.99967594  =   0.99943402
 RX0892
 RX0892                          SUPERSEDED SURVEY CONTROL
 RX0892
 RX0892  NAD 83(1986)-  46 08 08.28824(N)    112 01 03.06855(W) AD(       ) 2
 RX0892  NAD 27      -  46 08 08.51000(N)    112 01 00.14000(W) AD(       ) 2
 RX0892
 RX0892.Superseded values are not recommended for survey control.
 RX0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0892.See file dsdata.txt to determine how the superseded data were derived.
 RX0892
 RX0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2140409621(NAD 83)
 RX0892
 RX0892  HISTORY     - Date     Condition        Report By
 RX0892  HISTORY     - 1922     MONUMENTED       CGS
 RX0892
 RX0892                          STATION DESCRIPTION
 RX0892
 RX0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 RX0892'SEE STATION GLO POST NO 21
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0486 ***********************************************************************
 RW0486  DESIGNATION -  GLO POST 22 RM 1
 RW0486  PID         -  RW0486
 RW0486  STATE/COUNTY-  MT/BROADWATER
 RW0486  USGS QUAD   -  CASEY PEAK (1985)
 RW0486
 RW0486                         *CURRENT SURVEY CONTROL
 RW0486  ___________________________________________________________________
 RW0486* NAD 83(1992)-  46 29 09.23477(N)    111 47 16.10722(W)     ADJUSTED  
 RW0486* NAVD 88     -      1954.     (meters)    6411.     (feet)  SCALED    
 RW0486  ___________________________________________________________________
 RW0486  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 RW0486  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 RW0486
 RW0486  HORZ ORDER  -  SECOND
 RW0486
 RW0486.The horizontal coordinates were established by classical geodetic methods
 RW0486.and adjusted by the National Geodetic Survey in July 1992..
 RW0486
 RW0486.The orthometric height was scaled from a topographic map.
 RW0486
 RW0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0486
 RW0486.The geoid height was determined by GEOID03.
 RW0486
 RW0486;                    North         East     Units Scale Factor Converg.
 RW0486;SPC MT       -   251,024.616   424,460.845   MT  0.99943460   -1 40 24.7
 RW0486;SPC MT       -   823,571.57  1,392,588.07   iFT  0.99943460   -1 40 24.7
 RW0486;UTM  12      - 5,148,337.931   439,534.508   MT  0.99964494   -0 34 16.8
 RW0486
 RW0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0486!SPC MT       -   0.99969573  x   0.99943460  =   0.99913050
 RW0486!UTM  12      -   0.99969573  x   0.99964494  =   0.99934078
 RW0486
 RW0486                          SUPERSEDED SURVEY CONTROL
 RW0486
 RW0486  NAD 83(1986)-  46 29 09.21931(N)    111 47 16.07735(W) AD(       ) 2
 RW0486  NAD 27      -  46 29 09.46000(N)    111 47 13.15000(W) AD(       ) 2
 RW0486
 RW0486.Superseded values are not recommended for survey control.
 RW0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0486.See file dsdata.txt to determine how the superseded data were derived.
 RW0486
 RW0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS3953548338(NAD 83)
 RW0486_MARKER: DR = REFERENCE MARK DISK
 RW0486_SETTING: 66 = SET IN ROCK OUTCROP
 RW0486_SP_SET: SET IN ROCK OUTCROP
 RW0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0486+STABILITY: POSITION/ELEVATION WELL
 RW0486
 RW0486  HISTORY     - Date     Condition        Report By
 RW0486  HISTORY     - 1923     MONUMENTED       USGLO
 RW0486
 RW0486                          STATION DESCRIPTION
 RW0486
 RW0486'DESCRIBED BY US GENERAL LAND OFFICE 1923
 RW0486'ABOUT 11 MILES E AND 7 MILES S OF HELENA, 6 MILES W OF WINSTON,
 RW0486'AT THE HEAD OF SPOKANE CREEK.  STANDARD CORNER OF SECS. 31 AND
 RW0486'36, T 9 N, R 1 AND 2 W.
 RW0486'
 RW0486'MARK IS LAND OFFICE REFERENCE MARK BRONZE TABLET
 RW0486'SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0485 ***********************************************************************
 RW0485  DESIGNATION -  GLO POST 22 RM 2
 RW0485  PID         -  RW0485
 RW0485  STATE/COUNTY-  MT/BROADWATER
 RW0485  USGS QUAD   -  CASEY PEAK (1985)
 RW0485
 RW0485                         *CURRENT SURVEY CONTROL
 RW0485  ___________________________________________________________________
 RW0485* NAD 83(1992)-  46 29 08.98103(N)    111 47 15.32465(W)     ADJUSTED  
 RW0485* NAVD 88     -      1954.     (meters)    6411.     (feet)  SCALED    
 RW0485  ___________________________________________________________________
 RW0485  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 RW0485  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 RW0485
 RW0485  HORZ ORDER  -  SECOND
 RW0485
 RW0485.The horizontal coordinates were established by classical geodetic methods
 RW0485.and adjusted by the National Geodetic Survey in July 1992..
 RW0485
 RW0485.The orthometric height was scaled from a topographic map.
 RW0485
 RW0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0485
 RW0485.The geoid height was determined by GEOID03.
 RW0485
 RW0485;                    North         East     Units Scale Factor Converg.
 RW0485;SPC MT       -   251,016.301   424,477.291   MT  0.99943461   -1 40 24.2
 RW0485;SPC MT       -   823,544.29  1,392,642.03   iFT  0.99943461   -1 40 24.2
 RW0485;UTM  12      - 5,148,329.933   439,551.114   MT  0.99964491   -0 34 16.3
 RW0485
 RW0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0485!SPC MT       -   0.99969573  x   0.99943461  =   0.99913051
 RW0485!UTM  12      -   0.99969573  x   0.99964491  =   0.99934075
 RW0485
 RW0485                          SUPERSEDED SURVEY CONTROL
 RW0485
 RW0485  NAD 83(1986)-  46 29 08.96558(N)    111 47 15.29478(W) AD(       ) 2
 RW0485  NAD 27      -  46 29 09.21000(N)    111 47 12.36000(W) AD(       ) 2
 RW0485
 RW0485.Superseded values are not recommended for survey control.
 RW0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0485.See file dsdata.txt to determine how the superseded data were derived.
 RW0485
 RW0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS3955148330(NAD 83)
 RW0485_MARKER: DR = REFERENCE MARK DISK
 RW0485_SETTING: 66 = SET IN ROCK OUTCROP
 RW0485_SP_SET: SET IN ROCK OUTCROP
 RW0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0485+STABILITY: POSITION/ELEVATION WELL
 RW0485
 RW0485  HISTORY     - Date     Condition        Report By
 RW0485  HISTORY     - 1923     MONUMENTED       USGLO
 RW0485
 RW0485                          STATION DESCRIPTION
 RW0485
 RW0485'DESCRIBED BY US GENERAL LAND OFFICE 1923
 RW0485'ABOUT 11 MILES E AND 7 MILES S OF HELENA, 6 MILES W OF WINSTON,
 RW0485'AT THE HEAD OF SPOKANE CREEK.  STANDARD CORNER OF SECS. 31 AND
 RW0485'36, T 9 N, R 1 AND 2 W.
 RW0485'
 RW0485'MARK IS LAND OFFICE REFERENCE MARK BRONZE TABLET
 RW0485'SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0879 ***********************************************************************
 RX0879  DESIGNATION -  GLO POST 23 A
 RX0879  PID         -  RX0879
 RX0879  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0879  USGS QUAD   -  HELENA (1985)
 RX0879
 RX0879                         *CURRENT SURVEY CONTROL
 RX0879  ___________________________________________________________________
 RX0879* NAD 83(1992)-  46 35 23.40947(N)    112 02 27.74752(W)     ADJUSTED  
 RX0879* NAVD 88     -      1250.0    (meters)    4101.     (feet)  VERTCON   
 RX0879  ___________________________________________________________________
 RX0879  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 RX0879  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0879
 RX0879  HORZ ORDER  -  SECOND
 RX0879
 RX0879.The horizontal coordinates were established by classical geodetic methods
 RX0879.and adjusted by the National Geodetic Survey in July 1992..
 RX0879
 RX0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0879
 RX0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0879
 RX0879.The geoid height was determined by GEOID03.
 RX0879
 RX0879;                    North         East     Units Scale Factor Converg.
 RX0879;SPC MT       -   263,164.721   405,411.749   MT  0.99941969   -1 51 31.6
 RX0879;SPC MT       -   863,401.32  1,330,091.04   iFT  0.99941969   -1 51 31.6
 RX0879;UTM  12      - 5,160,112.056   420,250.860   MT  0.99967817   -0 45 22.7
 RX0879
 RX0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0879!SPC MT       -   0.99980613  x   0.99941969  =   0.99922593
 RX0879!UTM  12      -   0.99980613  x   0.99967817  =   0.99948436
 RX0879
 RX0879|---------------------------------------------------------------------|
 RX0879| PID    Reference Object                     Distance      Geod. Az  |
 RX0879|                                                           dddmmss.s |
 RX0879| RX0877 GLO POST 23 A RM N                   57.629 METERS 00000     |
 RX0879| RW0488 NELSON                              APPROX.40.7 KM 0342321.6 |
 RX0879| RX0878 GLO POST 23 A RM S                   42.962 METERS 18000     |
 RX0879|---------------------------------------------------------------------|
 RX0879
 RX0879                          SUPERSEDED SURVEY CONTROL
 RX0879
 RX0879  NAD 83(1986)-  46 35 23.40752(N)    112 02 27.73820(W) AD(       ) 2
 RX0879  NAD 27      -  46 35 23.64200(N)    112 02 24.74700(W) AD(       ) 2
 RX0879  NGVD 29 (07/19/86) 1249.0    (m)         4098.     (f) VERT ANG       
 RX0879
 RX0879.Superseded values are not recommended for survey control.
 RX0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0879.See file dsdata.txt to determine how the superseded data were derived.
 RX0879
 RX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2025160112(NAD 83)
 RX0879_MARKER: Z = SEE DESCRIPTION
 RX0879_SETTING: 0 = UNSPECIFIED SETTING
 RX0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0879
 RX0879  HISTORY     - Date     Condition        Report By
 RX0879  HISTORY     - 1923     MONUMENTED       CGS
 RX0879
 RX0879                          STATION DESCRIPTION
 RX0879
 RX0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (WM)
 RX0879'ON THE FEDERAL BUILDING GROUNDS, W OF THE BUILDING AND ABOUT
 RX0879'MIDWAY OF THE BLOCK N AND S.
 RX0879'
 RX0879'STATION MARK IS A BRONZE TABLET INSCRIBED AS SHOWN BELOW,
 RX0879'SET IN CONCRETE 6 INCHES BELOW THE SURFACE OF THE GROUND.
 RX0879'
 RX0879'REFERENCE MARKS ARE BRONZE CAPS ON 3-INCH IRON POSTS, SET
 RX0879'IN CONCRETE 4 INCHES BENEATH THE SURFACE AND INSCRIBED MERIDIAN
 RX0879'1928.
 RX0879'
 RX0879'THIS STATION IS ON THE MERIDIAN USED BY THE GENERAL LAND OFFICE
 RX0879'ENGINEERS FOR TESTING AND ADJUSTING SOLAR INSTRUMENTS AND
 RX0879'WAS LOCATED AS A CHECK ON THE AZIMUTH BETWEEN THE REFERENCE
 RX0879'MARKS AS WELL AS FOR POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0877 ***********************************************************************
 RX0877  DESIGNATION -  GLO POST 23 A RM N
 RX0877  PID         -  RX0877
 RX0877  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0877  USGS QUAD   -  HELENA (1985)
 RX0877
 RX0877                         *CURRENT SURVEY CONTROL
 RX0877  ___________________________________________________________________
 RX0877* NAD 83(1992)-  46 35 25.27579(N)    112 02 27.74754(W)     ADJUSTED  
 RX0877* NAVD 88     -      1250.     (meters)    4101.     (feet)  SCALED    
 RX0877  ___________________________________________________________________
 RX0877  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 RX0877  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0877
 RX0877  HORZ ORDER  -  SECOND
 RX0877
 RX0877.The horizontal coordinates were established by classical geodetic methods
 RX0877.and adjusted by the National Geodetic Survey in July 1992..
 RX0877
 RX0877.The orthometric height was scaled from a topographic map.
 RX0877
 RX0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0877
 RX0877.The geoid height was determined by GEOID03.
 RX0877
 RX0877;                    North         East     Units Scale Factor Converg.
 RX0877;SPC MT       -   263,222.286   405,413.617   MT  0.99941962   -1 51 31.6
 RX0877;SPC MT       -   863,590.18  1,330,097.17   iFT  0.99941962   -1 51 31.6
 RX0877;UTM  12      - 5,160,169.661   420,251.620   MT  0.99967817   -0 45 22.7
 RX0877
 RX0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0877!SPC MT       -   0.99980613  x   0.99941962  =   0.99922586
 RX0877!UTM  12      -   0.99980613  x   0.99967817  =   0.99948436
 RX0877
 RX0877                          SUPERSEDED SURVEY CONTROL
 RX0877
 RX0877  NAD 83(1986)-  46 35 25.27383(N)    112 02 27.73823(W) AD(       ) 2
 RX0877  NAD 27      -  46 35 25.51000(N)    112 02 24.75000(W) AD(       ) 2
 RX0877
 RX0877.Superseded values are not recommended for survey control.
 RX0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0877.See file dsdata.txt to determine how the superseded data were derived.
 RX0877
 RX0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2025260170(NAD 83)
 RX0877
 RX0877  HISTORY     - Date     Condition        Report By
 RX0877  HISTORY     - 1923     MONUMENTED       CGS
 RX0877
 RX0877                          STATION DESCRIPTION
 RX0877
 RX0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 RX0877'SEE STATION GLO POST NO 23A
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0878 ***********************************************************************
 RX0878  DESIGNATION -  GLO POST 23 A RM S
 RX0878  PID         -  RX0878
 RX0878  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0878  USGS QUAD   -  HELENA (1985)
 RX0878
 RX0878                         *CURRENT SURVEY CONTROL
 RX0878  ___________________________________________________________________
 RX0878* NAD 83(1992)-  46 35 22.01815(N)    112 02 27.74734(W)     ADJUSTED  
 RX0878* NAVD 88     -      1250.     (meters)    4101.     (feet)  SCALED    
 RX0878  ___________________________________________________________________
 RX0878  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 RX0878  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0878
 RX0878  HORZ ORDER  -  SECOND
 RX0878
 RX0878.The horizontal coordinates were established by classical geodetic methods
 RX0878.and adjusted by the National Geodetic Survey in July 1992..
 RX0878
 RX0878.The orthometric height was scaled from a topographic map.
 RX0878
 RX0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0878
 RX0878.The geoid height was determined by GEOID03.
 RX0878
 RX0878;                    North         East     Units Scale Factor Converg.
 RX0878;SPC MT       -   263,121.806   405,410.360   MT  0.99941974   -1 51 31.6
 RX0878;SPC MT       -   863,260.52  1,330,086.48   iFT  0.99941974   -1 51 31.6
 RX0878;UTM  12      - 5,160,069.111   420,250.297   MT  0.99967817   -0 45 22.7
 RX0878
 RX0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0878!SPC MT       -   0.99980613  x   0.99941974  =   0.99922598
 RX0878!UTM  12      -   0.99980613  x   0.99967817  =   0.99948436
 RX0878
 RX0878                          SUPERSEDED SURVEY CONTROL
 RX0878
 RX0878  NAD 83(1986)-  46 35 22.01620(N)    112 02 27.73802(W) AD(       ) 2
 RX0878  NAD 27      -  46 35 22.25000(N)    112 02 24.75000(W) AD(       ) 2
 RX0878
 RX0878.Superseded values are not recommended for survey control.
 RX0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0878.See file dsdata.txt to determine how the superseded data were derived.
 RX0878
 RX0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2025060069(NAD 83)
 RX0878
 RX0878  HISTORY     - Date     Condition        Report By
 RX0878  HISTORY     - 1923     MONUMENTED       CGS
 RX0878
 RX0878                          STATION DESCRIPTION
 RX0878
 RX0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 RX0878'SEE STATION GLO POST NO 23A
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0876 ***********************************************************************
 RX0876  DESIGNATION -  GLO POST 23 RM 1
 RX0876  PID         -  RX0876
 RX0876  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0876  USGS QUAD   -  HELENA (1985)
 RX0876
 RX0876                         *CURRENT SURVEY CONTROL
 RX0876  ___________________________________________________________________
 RX0876* NAD 83(1992)-  46 35 12.94891(N)    112 03 43.03840(W)     ADJUSTED  
 RX0876* NAVD 88     -      1543.     (meters)    5062.     (feet)  SCALED    
 RX0876  ___________________________________________________________________
 RX0876  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 RX0876  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0876
 RX0876  HORZ ORDER  -  SECOND
 RX0876
 RX0876.The horizontal coordinates were established by classical geodetic methods
 RX0876.and adjusted by the National Geodetic Survey in July 1992..
 RX0876
 RX0876.The orthometric height was scaled from a topographic map.
 RX0876
 RX0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0876
 RX0876.The geoid height was determined by GEOID03.
 RX0876
 RX0876;                    North         East     Units Scale Factor Converg.
 RX0876;SPC MT       -   262,894.245   403,800.195   MT  0.99942006   -1 52 26.7
 RX0876;SPC MT       -   862,513.93  1,324,803.79   iFT  0.99942006   -1 52 26.7
 RX0876;UTM  12      - 5,159,810.543   418,644.391   MT  0.99968135   -0 46 17.3
 RX0876
 RX0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0876!SPC MT       -   0.99976022  x   0.99942006  =   0.99918042
 RX0876!UTM  12      -   0.99976022  x   0.99968135  =   0.99944164
 RX0876
 RX0876                          SUPERSEDED SURVEY CONTROL
 RX0876
 RX0876  NAD 83(1986)-  46 35 12.94687(N)    112 03 43.02935(W) AD(       ) 2
 RX0876  NAD 27      -  46 35 13.18000(N)    112 03 40.04000(W) AD(       ) 2
 RX0876
 RX0876.Superseded values are not recommended for survey control.
 RX0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0876.See file dsdata.txt to determine how the superseded data were derived.
 RX0876
 RX0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1864459811(NAD 83)
 RX0876
 RX0876  HISTORY     - Date     Condition        Report By
 RX0876  HISTORY     - 1923     MONUMENTED       CGS
 RX0876
 RX0876                          STATION DESCRIPTION
 RX0876
 RX0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 RX0876'SEE STATION GLO POST NO 23
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0874 ***********************************************************************
 RX0874  DESIGNATION -  GLO POST 23 RM 2
 RX0874  PID         -  RX0874
 RX0874  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0874  USGS QUAD   -  HELENA (1985)
 RX0874
 RX0874                         *CURRENT SURVEY CONTROL
 RX0874  ___________________________________________________________________
 RX0874* NAD 83(1992)-  46 35 13.34755(N)    112 03 44.07866(W)     ADJUSTED  
 RX0874* NAVD 88     -      1543.     (meters)    5062.     (feet)  SCALED    
 RX0874  ___________________________________________________________________
 RX0874  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 RX0874  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0874
 RX0874  HORZ ORDER  -  SECOND
 RX0874
 RX0874.The horizontal coordinates were established by classical geodetic methods
 RX0874.and adjusted by the National Geodetic Survey in July 1992..
 RX0874
 RX0874.The orthometric height was scaled from a topographic map.
 RX0874
 RX0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0874
 RX0874.The geoid height was determined by GEOID03.
 RX0874
 RX0874;                    North         East     Units Scale Factor Converg.
 RX0874;SPC MT       -   262,907.265   403,778.476   MT  0.99942005   -1 52 27.5
 RX0874;SPC MT       -   862,556.64  1,324,732.53   iFT  0.99942005   -1 52 27.5
 RX0874;UTM  12      - 5,159,823.145   418,622.420   MT  0.99968140   -0 46 18.0
 RX0874
 RX0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0874!SPC MT       -   0.99976022  x   0.99942005  =   0.99918041
 RX0874!UTM  12      -   0.99976022  x   0.99968140  =   0.99944169
 RX0874
 RX0874                          SUPERSEDED SURVEY CONTROL
 RX0874
 RX0874  NAD 83(1986)-  46 35 13.34551(N)    112 03 44.06961(W) AD(       ) 2
 RX0874  NAD 27      -  46 35 13.58000(N)    112 03 41.08000(W) AD(       ) 2
 RX0874
 RX0874.Superseded values are not recommended for survey control.
 RX0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0874.See file dsdata.txt to determine how the superseded data were derived.
 RX0874
 RX0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1862259823(NAD 83)
 RX0874
 RX0874  HISTORY     - Date     Condition        Report By
 RX0874  HISTORY     - 1923     MONUMENTED       CGS
 RX0874
 RX0874                          STATION DESCRIPTION
 RX0874
 RX0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 RX0874'SEE STATION GLO POST NO 23
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0873 ***********************************************************************
 RX0873  DESIGNATION -  GLO POST 24 RM 1
 RX0873  PID         -  RX0873
 RX0873  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0873  USGS QUAD   -  SILVER CITY (1976)
 RX0873
 RX0873                         *CURRENT SURVEY CONTROL
 RX0873  ___________________________________________________________________
 RX0873* NAD 83(1992)-  46 50 03.74311(N)    112 07 36.30260(W)     ADJUSTED  
 RX0873* NAVD 88     -      1813.     (meters)    5948.     (feet)  SCALED    
 RX0873  ___________________________________________________________________
 RX0873  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 RX0873  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 RX0873
 RX0873  HORZ ORDER  -  SECOND
 RX0873
 RX0873.The horizontal coordinates were established by classical geodetic methods
 RX0873.and adjusted by the National Geodetic Survey in July 1992..
 RX0873
 RX0873.The orthometric height was scaled from a topographic map.
 RX0873
 RX0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0873
 RX0873.The geoid height was determined by GEOID03.
 RX0873
 RX0873;                    North         East     Units Scale Factor Converg.
 RX0873;SPC MT       -   290,533.872   399,761.611   MT  0.99939745   -1 55 17.3
 RX0873;SPC MT       -   953,195.12  1,311,553.84   iFT  0.99939745   -1 55 17.3
 RX0873;UTM  12      - 5,187,375.142   414,074.119   MT  0.99969075   -0 49 18.8
 RX0873
 RX0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0873!SPC MT       -   0.99971791  x   0.99939745  =   0.99911553
 RX0873!UTM  12      -   0.99971791  x   0.99969075  =   0.99940875
 RX0873
 RX0873                          SUPERSEDED SURVEY CONTROL
 RX0873
 RX0873  NAD 83(1986)-  46 50 03.74000(N)    112 07 36.29825(W) AD(       ) 2
 RX0873  NAD 27      -  46 50 03.96000(N)    112 07 33.27000(W) AD(       ) 2
 RX0873
 RX0873.Superseded values are not recommended for survey control.
 RX0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0873.See file dsdata.txt to determine how the superseded data were derived.
 RX0873
 RX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1407487375(NAD 83)
 RX0873
 RX0873  HISTORY     - Date     Condition        Report By
 RX0873  HISTORY     - 1923     MONUMENTED       CGS
 RX0873
 RX0873                          STATION DESCRIPTION
 RX0873
 RX0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 RX0873'SEE STATION GLO POST NO 24
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0871 ***********************************************************************
 RX0871  DESIGNATION -  GLO POST 24 RM 2
 RX0871  PID         -  RX0871
 RX0871  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0871  USGS QUAD   -  SILVER CITY (1976)
 RX0871
 RX0871                         *CURRENT SURVEY CONTROL
 RX0871  ___________________________________________________________________
 RX0871* NAD 83(1992)-  46 50 03.89731(N)    112 07 38.25184(W)     ADJUSTED  
 RX0871* NAVD 88     -      1813.     (meters)    5948.     (feet)  SCALED    
 RX0871  ___________________________________________________________________
 RX0871  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 RX0871  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 RX0871
 RX0871  HORZ ORDER  -  SECOND
 RX0871
 RX0871.The horizontal coordinates were established by classical geodetic methods
 RX0871.and adjusted by the National Geodetic Survey in July 1992..
 RX0871
 RX0871.The orthometric height was scaled from a topographic map.
 RX0871
 RX0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0871
 RX0871.The geoid height was determined by GEOID03.
 RX0871
 RX0871;                    North         East     Units Scale Factor Converg.
 RX0871;SPC MT       -   290,540.013   399,720.510   MT  0.99939745   -1 55 18.8
 RX0871;SPC MT       -   953,215.27  1,311,419.00   iFT  0.99939745   -1 55 18.8
 RX0871;UTM  12      - 5,187,380.494   414,032.896   MT  0.99969083   -0 49 20.2
 RX0871
 RX0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0871!SPC MT       -   0.99971791  x   0.99939745  =   0.99911553
 RX0871!UTM  12      -   0.99971791  x   0.99969083  =   0.99940883
 RX0871
 RX0871                          SUPERSEDED SURVEY CONTROL
 RX0871
 RX0871  NAD 83(1986)-  46 50 03.89420(N)    112 07 38.24748(W) AD(       ) 2
 RX0871  NAD 27      -  46 50 04.12000(N)    112 07 35.22000(W) AD(       ) 2
 RX0871
 RX0871.Superseded values are not recommended for survey control.
 RX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0871.See file dsdata.txt to determine how the superseded data were derived.
 RX0871
 RX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1403387380(NAD 83)
 RX0871
 RX0871  HISTORY     - Date     Condition        Report By
 RX0871  HISTORY     - 1923     MONUMENTED       CGS
 RX0871
 RX0871                          STATION DESCRIPTION
 RX0871
 RX0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 RX0871'SEE STATION GLO POST NO 24
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1437 ***********************************************************************
 SS1437  DESIGNATION -  GLO POST 25 RM 1
 SS1437  PID         -  SS1437
 SS1437  STATE/COUNTY-  MT/CASCADE
 SS1437  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS1437
 SS1437                         *CURRENT SURVEY CONTROL
 SS1437  ___________________________________________________________________
 SS1437* NAD 83(1992)-  47 10 30.92363(N)    111 25 15.17371(W)     ADJUSTED  
 SS1437* NAVD 88     -      1195.     (meters)    3921.     (feet)  SCALED    
 SS1437  ___________________________________________________________________
 SS1437  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 SS1437  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS1437
 SS1437  HORZ ORDER  -  SECOND
 SS1437
 SS1437.The horizontal coordinates were established by classical geodetic methods
 SS1437.and adjusted by the National Geodetic Survey in July 1992..
 SS1437
 SS1437.The orthometric height was scaled from a topographic map.
 SS1437
 SS1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1437
 SS1437.The geoid height was determined by GEOID03.
 SS1437
 SS1437;                    North         East     Units Scale Factor Converg.
 SS1437;SPC MT       -   326,833.713   454,486.283   MT  0.99939665   -1 24 18.5
 SS1437;SPC MT       - 1,072,289.08  1,491,096.73   iFT  0.99939665   -1 24 18.5
 SS1437;UTM  12      - 5,224,725.951   468,107.037   MT  0.99961250   -0 18 31.3
 SS1437
 SS1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1437!SPC MT       -   0.99981481  x   0.99939665  =   0.99921157
 SS1437!UTM  12      -   0.99981481  x   0.99961250  =   0.99942738
 SS1437
 SS1437                          SUPERSEDED SURVEY CONTROL
 SS1437
 SS1437  NAD 83(1986)-  47 10 30.92975(N)    111 25 15.17021(W) AD(       ) 2
 SS1437  NAD 27      -  47 10 31.11000(N)    111 25 12.28000(W) AD(       ) 2
 SS1437
 SS1437.Superseded values are not recommended for survey control.
 SS1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1437.See file dsdata.txt to determine how the superseded data were derived.
 SS1437
 SS1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6810724726(NAD 83)
 SS1437_MARKER: DD = SURVEY DISK
 SS1437_SETTING: 66 = SET IN ROCK OUTCROP
 SS1437_SP_SET: SET IN ROCK OUTCROP
 SS1437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1437+STABILITY: POSITION/ELEVATION WELL
 SS1437
 SS1437  HISTORY     - Date     Condition        Report By
 SS1437  HISTORY     - 1923     MONUMENTED       USGLO
 SS1437
 SS1437                          STATION DESCRIPTION
 SS1437
 SS1437'DESCRIBED BY US GENERAL LAND OFFICE 1923
 SS1437'REFERENCE MARKS ARE U.S. LAND OFFICE REFERENCE MARK BRONZE
 SS1437'TABLETS SET IN OUTCROPPING ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1439 ***********************************************************************
 SS1439  DESIGNATION -  GLO POST 25 RM 2
 SS1439  PID         -  SS1439
 SS1439  STATE/COUNTY-  MT/CASCADE
 SS1439  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS1439
 SS1439                         *CURRENT SURVEY CONTROL
 SS1439  ___________________________________________________________________
 SS1439* NAD 83(1992)-  47 10 29.84155(N)    111 25 16.10078(W)     ADJUSTED  
 SS1439* NAVD 88     -      1195.     (meters)    3921.     (feet)  SCALED    
 SS1439  ___________________________________________________________________
 SS1439  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 SS1439  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 SS1439
 SS1439  HORZ ORDER  -  SECOND
 SS1439
 SS1439.The horizontal coordinates were established by classical geodetic methods
 SS1439.and adjusted by the National Geodetic Survey in July 1992..
 SS1439
 SS1439.The orthometric height was scaled from a topographic map.
 SS1439
 SS1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1439
 SS1439.The geoid height was determined by GEOID03.
 SS1439
 SS1439;                    North         East     Units Scale Factor Converg.
 SS1439;SPC MT       -   326,800.805   454,465.959   MT  0.99939664   -1 24 19.2
 SS1439;SPC MT       - 1,072,181.12  1,491,030.05   iFT  0.99939664   -1 24 19.2
 SS1439;UTM  12      - 5,224,692.653   468,087.343   MT  0.99961252   -0 18 32.0
 SS1439
 SS1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1439!SPC MT       -   0.99981481  x   0.99939664  =   0.99921156
 SS1439!UTM  12      -   0.99981481  x   0.99961252  =   0.99942740
 SS1439
 SS1439                          SUPERSEDED SURVEY CONTROL
 SS1439
 SS1439  NAD 83(1986)-  47 10 29.84767(N)    111 25 16.09727(W) AD(       ) 2
 SS1439  NAD 27      -  47 10 30.03000(N)    111 25 13.21000(W) AD(       ) 2
 SS1439
 SS1439.Superseded values are not recommended for survey control.
 SS1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1439.See file dsdata.txt to determine how the superseded data were derived.
 SS1439
 SS1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6808724693(NAD 83)
 SS1439_MARKER: DD = SURVEY DISK
 SS1439_SETTING: 66 = SET IN ROCK OUTCROP
 SS1439_SP_SET: SET IN ROCK OUTCROP
 SS1439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1439+STABILITY: POSITION/ELEVATION WELL
 SS1439
 SS1439  HISTORY     - Date     Condition        Report By
 SS1439  HISTORY     - 1923     MONUMENTED       USGLO
 SS1439
 SS1439                          STATION DESCRIPTION
 SS1439
 SS1439'DESCRIBED BY US GENERAL LAND OFFICE 1923
 SS1439'REFERENCE MARKS ARE U.S. LAND OFFICE REFERENCE MARK BRONZE
 SS1439'TABLETS SET IN OUTCROPPING ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1541 ***********************************************************************
 SS1541  DESIGNATION -  GLO POST 26 RM
 SS1541  PID         -  SS1541
 SS1541  STATE/COUNTY-  MT/CASCADE
 SS1541  USGS QUAD   -  MONARCH NE (1995)
 SS1541
 SS1541                         *CURRENT SURVEY CONTROL
 SS1541  ___________________________________________________________________
 SS1541* NAD 83(1992)-  47 11 00.81782(N)    110 47 16.84195(W)     ADJUSTED  
 SS1541* NAVD 88     -      1079.     (meters)    3540.     (feet)  SCALED    
 SS1541  ___________________________________________________________________
 SS1541  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 SS1541  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 SS1541
 SS1541  HORZ ORDER  -  SECOND
 SS1541
 SS1541.The horizontal coordinates were established by classical geodetic methods
 SS1541.and adjusted by the National Geodetic Survey in July 1992..
 SS1541
 SS1541.The orthometric height was scaled from a topographic map.
 SS1541
 SS1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1541
 SS1541.The geoid height was determined by GEOID03.
 SS1541
 SS1541;                    North         East     Units Scale Factor Converg.
 SS1541;SPC MT       -   326,774.132   502,438.253   MT  0.99939707   -0 56 31.9
 SS1541;SPC MT       - 1,072,093.61  1,648,419.47   iFT  0.99939707   -0 56 31.9
 SS1541;UTM  12      - 5,225,584.647   516,061.253   MT  0.99960317   +0 09 19.8
 SS1541
 SS1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1541!SPC MT       -   0.99983285  x   0.99939707  =   0.99923002
 SS1541!UTM  12      -   0.99983285  x   0.99960317  =   0.99943608
 SS1541
 SS1541:                Primary Azimuth Mark                     Grid Az
 SS1541:SPC MT       -  NEIHART                                  150 52 59.4
 SS1541:UTM  12      -  NEIHART                                  149 47 07.7
 SS1541
 SS1541|---------------------------------------------------------------------|
 SS1541| PID    Reference Object                     Distance      Geod. Az  |
 SS1541|                                                           dddmmss.s |
 SS1541| RW0511 NEIHART                             APPROX.27.6 KM 1495627.5 |
 SS1541| SS1540 T17N R7E SECS 35 36 SC               41.610 METERS 31542     |
 SS1541|---------------------------------------------------------------------|
 SS1541
 SS1541                          SUPERSEDED SURVEY CONTROL
 SS1541
 SS1541  NAD 83(1986)-  47 11 00.81583(N)    110 47 16.82567(W) AD(       ) 2
 SS1541  NAD 27      -  47 11 00.97900(N)    110 47 14.03200(W) AD(       ) 2
 SS1541
 SS1541.Superseded values are not recommended for survey control.
 SS1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1541.See file dsdata.txt to determine how the superseded data were derived.
 SS1541
 SS1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT1606125585(NAD 83)
 SS1541_MARKER: DR = REFERENCE MARK DISK
 SS1541_SETTING: 0 = UNSPECIFIED SETTING
 SS1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1541
 SS1541  HISTORY     - Date     Condition        Report By
 SS1541  HISTORY     - 1923     MONUMENTED       USGLO
 SS1541
 SS1541                          STATION DESCRIPTION
 SS1541
 SS1541'DESCRIBED BY US GENERAL LAND OFFICE 1923
 SS1541'REFERENCE MARK IS U.S. LAND OFFICE BRONZE TABLET REFERENCE
 SS1541'MARK SET IN BLOCK SIMILAR TO STATION MARK, AND IS 41.61 METERS
 SS1541'(136.52 FEET) DISTANT FROM STATION S 44 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1395 ***********************************************************************
 SS1395  DESIGNATION -  GLO POST 27 1923 RM
 SS1395  PID         -  SS1395
 SS1395  STATE/COUNTY-  MT/CASCADE
 SS1395  USGS QUAD   -  MORONY DAM (1994)
 SS1395
 SS1395                         *CURRENT SURVEY CONTROL
 SS1395  ___________________________________________________________________
 SS1395* NAD 83(1992)-  47 31 30.35069(N)    111 01 31.12925(W)     ADJUSTED  
 SS1395* NAVD 88     -      1034.     (meters)    3392.     (feet)  SCALED    
 SS1395  ___________________________________________________________________
 SS1395  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 SS1395  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 SS1395
 SS1395  HORZ ORDER  -  SECOND
 SS1395
 SS1395.The horizontal coordinates were established by classical geodetic methods
 SS1395.and adjusted by the National Geodetic Survey in July 1992..
 SS1395
 SS1395.The orthometric height was scaled from a topographic map.
 SS1395
 SS1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1395
 SS1395.The geoid height was determined by GEOID03.
 SS1395
 SS1395;                    North         East     Units Scale Factor Converg.
 SS1395;SPC MT       -   365,038.715   485,204.635   MT  0.99943262   -1 06 56.8
 SS1395;SPC MT       - 1,197,633.58  1,591,878.72   iFT  0.99943262   -1 06 56.8
 SS1395;UTM  12      - 5,263,519.279   498,094.449   MT  0.99960004   -0 01 07.2
 SS1395
 SS1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1395!SPC MT       -   0.99984017  x   0.99943262  =   0.99927288
 SS1395!UTM  12      -   0.99984017  x   0.99960004  =   0.99944027
 SS1395
 SS1395                          SUPERSEDED SURVEY CONTROL
 SS1395
 SS1395  NAD 83(1986)-  47 31 30.34974(N)    111 01 31.11121(W) AD(       ) 2
 SS1395  NAD 27      -  47 31 30.45700(N)    111 01 28.19800(W) AD(       ) 2
 SS1395
 SS1395.Superseded values are not recommended for survey control.
 SS1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1395.See file dsdata.txt to determine how the superseded data were derived.
 SS1395
 SS1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9809463519(NAD 83)
 SS1395_MARKER: DR = REFERENCE MARK DISK
 SS1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1395_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1395+STABILITY: SURFACE MOTION
 SS1395
 SS1395  HISTORY     - Date     Condition        Report By
 SS1395  HISTORY     - 1923     MONUMENTED       USGLO
 SS1395
 SS1395                          STATION DESCRIPTION
 SS1395
 SS1395'DESCRIBED BY US GENERAL LAND OFFICE 1923
 SS1395'REFERENCE MARK IS A U.S. LAND OFFICE REFERENCE MARK BRONZE
 SS1395'TABLET SET IN CONCRETE BLOCK SIMILAR TO STATION MARK, AND
 SS1395'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1426 ***********************************************************************
 SS1426  DESIGNATION -  GLO POST 28 RM
 SS1426  PID         -  SS1426
 SS1426  STATE/COUNTY-  MT/TETON
 SS1426  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS1426
 SS1426                         *CURRENT SURVEY CONTROL
 SS1426  ___________________________________________________________________
 SS1426* NAD 83(1992)-  47 52 16.58228(N)    111 24 32.28297(W)     ADJUSTED  
 SS1426* NAVD 88     -      1055.     (meters)    3461.     (feet)  SCALED    
 SS1426  ___________________________________________________________________
 SS1426  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 SS1426  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 SS1426
 SS1426  HORZ ORDER  -  SECOND
 SS1426
 SS1426.The horizontal coordinates were established by classical geodetic methods
 SS1426.and adjusted by the National Geodetic Survey in July 1992..
 SS1426
 SS1426.The orthometric height was scaled from a topographic map.
 SS1426
 SS1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1426
 SS1426.The geoid height was determined by GEOID03.
 SS1426
 SS1426;                    North         East     Units Scale Factor Converg.
 SS1426;SPC MT       -   404,129.045   457,273.398   MT  0.99950513   -1 23 47.1
 SS1426;SPC MT       - 1,325,882.69  1,500,240.81   iFT  0.99950513   -1 23 47.1
 SS1426;UTM  12      - 5,302,073.847   469,417.074   MT  0.99961149   -0 18 11.9
 SS1426
 SS1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1426!SPC MT       -   0.99983696  x   0.99950513  =   0.99934217
 SS1426!UTM  12      -   0.99983696  x   0.99961149  =   0.99944851
 SS1426
 SS1426                          SUPERSEDED SURVEY CONTROL
 SS1426
 SS1426  NAD 83(1986)-  47 52 16.57925(N)    111 24 32.27609(W) AD(       ) 2
 SS1426  NAD 27      -  47 52 16.72000(N)    111 24 29.34000(W) AD(       ) 2
 SS1426
 SS1426.Superseded values are not recommended for survey control.
 SS1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1426.See file dsdata.txt to determine how the superseded data were derived.
 SS1426
 SS1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU6941702074(NAD 83)
 SS1426_MARKER: DR = REFERENCE MARK DISK
 SS1426_SETTING: 0 = UNSPECIFIED SETTING
 SS1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1426
 SS1426  HISTORY     - Date     Condition        Report By
 SS1426  HISTORY     - 1923     MONUMENTED       USGLO
 SS1426
 SS1426                          STATION DESCRIPTION
 SS1426
 SS1426'DESCRIBED BY US GENERAL LAND OFFICE 1923
 SS1426'REFERENCE MARK IS A U.S. LAND OFFICE REFERENCE MARK BRONZE
 SS1426'TABLET SET IN CONCRETE BLOCK SIMILAR TO STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1471 ***********************************************************************
 SS1471  DESIGNATION -  GLO POST 29 RM 1
 SS1471  PID         -  SS1471
 SS1471  STATE/COUNTY-  MT/TETON
 SS1471  USGS QUAD   -  DUTTON NW (1987)
 SS1471
 SS1471                         *CURRENT SURVEY CONTROL
 SS1471  ___________________________________________________________________
 SS1471* NAD 83(1992)-  47 58 21.94169(N)    111 39 59.46863(W)     ADJUSTED  
 SS1471* NAVD 88     -      1070.67   (+/-2cm)    3512.7    (feet)  VERTCON   
 SS1471  ___________________________________________________________________
 SS1471  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 SS1471  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SS1471
 SS1471  HORZ ORDER  -  SECOND
 SS1471  VERT ORDER  -  THIRD ? (See Below)
 SS1471
 SS1471.The horizontal coordinates were established by classical geodetic methods
 SS1471.and adjusted by the National Geodetic Survey in July 1992..
 SS1471
 SS1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1471.The vertical order pertains to the NGVD 29 superseded value.
 SS1471
 SS1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1471
 SS1471.The geoid height was determined by GEOID03.
 SS1471
 SS1471;                    North         East     Units Scale Factor Converg.
 SS1471;SPC MT       -   415,904.679   438,333.757   MT  0.99953339   -1 35 05.3
 SS1471;SPC MT       - 1,364,516.66  1,438,102.88   iFT  0.99953339   -1 35 05.3
 SS1471;UTM  12      - 5,313,487.730   450,254.623   MT  0.99963041   -0 29 42.4
 SS1471
 SS1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1471!SPC MT       -   0.99983448  x   0.99953339  =   0.99936795
 SS1471!UTM  12      -   0.99983448  x   0.99963041  =   0.99946495
 SS1471
 SS1471                          SUPERSEDED SURVEY CONTROL
 SS1471
 SS1471  NAD 83(1986)-  47 58 21.94172(N)    111 39 59.45264(W) AD(       ) 2
 SS1471  NAD 27      -  47 58 22.09000(N)    111 39 56.47000(W) AD(       ) 2
 SS1471  NGVD 29 (07/19/86) 1069.75   (m)         3509.7    (f) LEVELING    3  
 SS1471
 SS1471.Superseded values are not recommended for survey control.
 SS1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1471.See file dsdata.txt to determine how the superseded data were derived.
 SS1471
 SS1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU5025513488(NAD 83)
 SS1471_MARKER: DR = REFERENCE MARK DISK
 SS1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1471+STABILITY: SURFACE MOTION
 SS1471
 SS1471  HISTORY     - Date     Condition        Report By
 SS1471  HISTORY     - 1923     MONUMENTED       CGS
 SS1471  HISTORY     - 1965     GOOD             CGS
 SS1471
 SS1471                          STATION DESCRIPTION
 SS1471
 SS1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 SS1471'REFERENCE MARKS ARE LAND OFFICE BRONZE REFERENCE MARK TABLETS
 SS1471'SET IN CONCRETE BLOCKS 24 INCHES SQUARE BY 36 INCHES DEEP,
 SS1471'PROJECTING 6 INCHES ABOVE GROUND.
 SS1471
 SS1471                          STATION RECOVERY (1965)
 SS1471
 SS1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EB)
 SS1471'STATION WAS SEARCHED FOR AND FOUND IN FAIR CONDITION.  BRASS
 SS1471'CAP APPEARS TO HAVE BEEN RUN OVER BY FARMING EQUIPMENT.
 SS1471'BRASS CAP HAS A NICK ON NORTH EDGE AND IS SLIGHTLY DENTED
 SS1471'ON WEST EDGE.  ARROW POINTS S 55 DEG W.  DISTANCE TO THE
 SS1471'STATION MARK IS 51 FT 5 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1469 ***********************************************************************
 SS1469  DESIGNATION -  GLO POST 29 RM 2
 SS1469  PID         -  SS1469
 SS1469  STATE/COUNTY-  MT/TETON
 SS1469  USGS QUAD   -  DUTTON NW (1987)
 SS1469
 SS1469                         *CURRENT SURVEY CONTROL
 SS1469  ___________________________________________________________________
 SS1469* NAD 83(1992)-  47 58 21.82358(N)    111 40 00.44075(W)     ADJUSTED  
 SS1469* NAVD 88     -      1070.99   (+/-2cm)    3513.7    (feet)  VERTCON   
 SS1469  ___________________________________________________________________
 SS1469  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 SS1469  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SS1469
 SS1469  HORZ ORDER  -  SECOND
 SS1469  VERT ORDER  -  THIRD ? (See Below)
 SS1469
 SS1469.The horizontal coordinates were established by classical geodetic methods
 SS1469.and adjusted by the National Geodetic Survey in July 1992..
 SS1469
 SS1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1469.The vertical order pertains to the NGVD 29 superseded value.
 SS1469
 SS1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1469
 SS1469.The geoid height was determined by GEOID03.
 SS1469
 SS1469;                    North         East     Units Scale Factor Converg.
 SS1469;SPC MT       -   415,901.591   438,313.512   MT  0.99953338   -1 35 06.1
 SS1469;SPC MT       - 1,364,506.53  1,438,036.46   iFT  0.99953338   -1 35 06.1
 SS1469;UTM  12      - 5,313,484.258   450,234.438   MT  0.99963043   -0 29 43.1
 SS1469
 SS1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1469!SPC MT       -   0.99983443  x   0.99953338  =   0.99936789
 SS1469!UTM  12      -   0.99983443  x   0.99963043  =   0.99946492
 SS1469
 SS1469                          SUPERSEDED SURVEY CONTROL
 SS1469
 SS1469  NAD 83(1986)-  47 58 21.82361(N)    111 40 00.42476(W) AD(       ) 2
 SS1469  NAD 27      -  47 58 21.97000(N)    111 39 57.44000(W) AD(       ) 2
 SS1469  NGVD 29 (07/19/86) 1070.07   (m)         3510.7    (f) LEVELING    3  
 SS1469
 SS1469.Superseded values are not recommended for survey control.
 SS1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1469.See file dsdata.txt to determine how the superseded data were derived.
 SS1469
 SS1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU5023413484(NAD 83)
 SS1469_MARKER: DR = REFERENCE MARK DISK
 SS1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1469+STABILITY: SURFACE MOTION
 SS1469
 SS1469  HISTORY     - Date     Condition        Report By
 SS1469  HISTORY     - 1923     MONUMENTED       USGLO
 SS1469  HISTORY     - 1965     POOR             LOCSUR
 SS1469
 SS1469                          STATION DESCRIPTION
 SS1469
 SS1469'DESCRIBED BY US GENERAL LAND OFFICE 1923
 SS1469'REFERENCE MARKS ARE LAND OFFICE BRONZE REFERENCE MARK TABLETS
 SS1469'SET IN CONCRETE BLOCKS 24 INCHES SQUARE BY 36 INCHES DEEP,
 SS1469'PROJECTING 6 INCHES ABOVE GROUND.
 SS1469
 SS1469                          STATION RECOVERY (1965)
 SS1469
 SS1469'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965 (EB)
 SS1469'THE STATION WAS RECOVERED.
 SS1469'
 SS1469'STATION WAS SEARCHED FOR AND FOUND IN DISTURBED CONDITION.
 SS1469'BRASS CAP AND CONCRETE IT SETS IN ARE IN GOOD CONDITION, BUT
 SS1469'THE CONCRETE BLOCK APPEARS TO HAVE BEEN MOVED SOUTHWARD ABOUT
 SS1469'12 IN AND ROTATED CLOCKWISE ABOUT 75 DEG, PROBABLY BY ROAD
 SS1469'ELEVATING EQUIPMENT.  ARROW POINTS S 25 DEG W NOW.  TOP
 SS1469'OF CONCRETE IS TIPPED TO THE SOUTH ABOUT 10 DEG.  DISTANCE
 SS1469'TO THE STATION MARK IS 43 FT - 0 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0659 ***********************************************************************
 TL0659  DESIGNATION -  GLO POST 31 RM NE
 TL0659  PID         -  TL0659
 TL0659  STATE/COUNTY-  MT/LIBERTY
 TL0659  USGS QUAD   -  POVERTY COULEE NE (1970)
 TL0659
 TL0659                         *CURRENT SURVEY CONTROL
 TL0659  ___________________________________________________________________
 TL0659* NAD 83(1992)-  48 29 42.30043(N)    110 51 54.03722(W)     ADJUSTED  
 TL0659* NAVD 88     -      1038.     (meters)    3406.     (feet)  SCALED    
 TL0659  ___________________________________________________________________
 TL0659  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 TL0659  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 TL0659
 TL0659  HORZ ORDER  -  SECOND
 TL0659
 TL0659.The horizontal coordinates were established by classical geodetic methods
 TL0659.and adjusted by the National Geodetic Survey in July 1992..
 TL0659
 TL0659.The orthometric height was scaled from a topographic map.
 TL0659
 TL0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0659
 TL0659.The geoid height was determined by GEOID03.
 TL0659
 TL0659;                    North         East     Units Scale Factor Converg.
 TL0659;SPC MT       -   472,605.187   499,146.461   MT  0.99972939   -0 59 54.6
 TL0659;SPC MT       - 1,550,541.95  1,637,619.62   iFT  0.99972939   -0 59 54.6
 TL0659;UTM  12      - 5,371,337.874   509,972.899   MT  0.99960122   +0 06 03.9
 TL0659
 TL0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0659!SPC MT       -   0.99983974  x   0.99972939  =   0.99956917
 TL0659!UTM  12      -   0.99983974  x   0.99960122  =   0.99944102
 TL0659
 TL0659                          SUPERSEDED SURVEY CONTROL
 TL0659
 TL0659  NAD 83(1986)-  48 29 42.30185(N)    110 51 54.02904(W) AD(       ) 2
 TL0659  NAD 27      -  48 29 42.34000(N)    110 51 51.16000(W) AD(       ) 2
 TL0659
 TL0659.Superseded values are not recommended for survey control.
 TL0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0659.See file dsdata.txt to determine how the superseded data were derived.
 TL0659
 TL0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU0997371338(NAD 83)
 TL0659_MARKER: DS = TRIANGULATION STATION DISK
 TL0659_SETTING: 0 = UNSPECIFIED SETTING
 TL0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0659
 TL0659  HISTORY     - Date     Condition        Report By
 TL0659  HISTORY     - 1923     MONUMENTED       USGLO
 TL0659
 TL0659                          STATION DESCRIPTION
 TL0659
 TL0659'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TL0659'REFERENCE MARK 1 IS A STANDARD BRASS DISK SET IN CONCRETE 6 INCHES
 TL0659'ABOVE THE SURFACE OF THE GROUND, INSIDE OF FENCE CORNER, BEARS TO
 TL0659'NE OF STATION GOOSEBILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0658 ***********************************************************************
 TL0658  DESIGNATION -  GLO POST 31 RM SE
 TL0658  PID         -  TL0658
 TL0658  STATE/COUNTY-  MT/LIBERTY
 TL0658  USGS QUAD   -  POVERTY COULEE NE (1970)
 TL0658
 TL0658                         *CURRENT SURVEY CONTROL
 TL0658  ___________________________________________________________________
 TL0658* NAD 83(1992)-  48 29 41.62301(N)    110 51 54.04194(W)     ADJUSTED  
 TL0658* NAVD 88     -      1038.     (meters)    3406.     (feet)  SCALED    
 TL0658  ___________________________________________________________________
 TL0658  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 TL0658  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 TL0658
 TL0658  HORZ ORDER  -  SECOND
 TL0658
 TL0658.The horizontal coordinates were established by classical geodetic methods
 TL0658.and adjusted by the National Geodetic Survey in July 1992..
 TL0658
 TL0658.The orthometric height was scaled from a topographic map.
 TL0658
 TL0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0658
 TL0658.The geoid height was determined by GEOID03.
 TL0658
 TL0658;                    North         East     Units Scale Factor Converg.
 TL0658;SPC MT       -   472,584.273   499,146.000   MT  0.99972930   -0 59 54.6
 TL0658;SPC MT       - 1,550,473.34  1,637,618.11   iFT  0.99972930   -0 59 54.6
 TL0658;UTM  12      - 5,371,316.957   509,972.839   MT  0.99960122   +0 06 03.9
 TL0658
 TL0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0658!SPC MT       -   0.99983974  x   0.99972930  =   0.99956908
 TL0658!UTM  12      -   0.99983974  x   0.99960122  =   0.99944102
 TL0658
 TL0658                          SUPERSEDED SURVEY CONTROL
 TL0658
 TL0658  NAD 83(1986)-  48 29 41.62443(N)    110 51 54.03375(W) AD(       ) 2
 TL0658  NAD 27      -  48 29 41.67000(N)    110 51 51.17000(W) AD(       ) 2
 TL0658
 TL0658.Superseded values are not recommended for survey control.
 TL0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0658.See file dsdata.txt to determine how the superseded data were derived.
 TL0658
 TL0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU0997371317(NAD 83)
 TL0658_MARKER: DS = TRIANGULATION STATION DISK
 TL0658_SETTING: 0 = UNSPECIFIED SETTING
 TL0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0658
 TL0658  HISTORY     - Date     Condition        Report By
 TL0658  HISTORY     - 1922     MONUMENTED       USGLO
 TL0658
 TL0658                          STATION DESCRIPTION
 TL0658
 TL0658'DESCRIBED BY US GENERAL LAND OFFICE 1922
 TL0658'REFERENCE MARK 2 IS A STANDARD BRASS DISK SET IN CONCRETE 6
 TL0658'INCHES ABOVE THE SURFACE OF THE GROUND, INSIDE OF FENCE CORNER,
 TL0658'BEARS TO SE OF STATION GOOSEBILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0535 ***********************************************************************
 TL0535  DESIGNATION -  GLO POST 32 RM 1
 TL0535  PID         -  TL0535
 TL0535  STATE/COUNTY-  MT/LIBERTY
 TL0535  USGS QUAD   -  TIBER (1962)
 TL0535
 TL0535                         *CURRENT SURVEY CONTROL
 TL0535  ___________________________________________________________________
 TL0535* NAD 83(1992)-  48 33 59.51863(N)    111 00 53.98733(W)     ADJUSTED  
 TL0535* NAVD 88     -       988.5    (meters)    3243.     (feet)  VERTCON   
 TL0535  ___________________________________________________________________
 TL0535  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 TL0535  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 TL0535
 TL0535  HORZ ORDER  -  SECOND
 TL0535
 TL0535.The horizontal coordinates were established by classical geodetic methods
 TL0535.and adjusted by the National Geodetic Survey in July 1992..
 TL0535
 TL0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0535
 TL0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0535
 TL0535.The geoid height was determined by GEOID03.
 TL0535
 TL0535;                    North         East     Units Scale Factor Converg.
 TL0535;SPC MT       -   480,750.646   488,219.706   MT  0.99976282   -1 06 29.6
 TL0535;SPC MT       - 1,577,265.90  1,601,770.69   iFT  0.99976282   -1 06 29.6
 TL0535;UTM  12      - 5,379,271.236   498,893.633   MT  0.99960002   -0 00 40.5
 TL0535
 TL0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0535!SPC MT       -   0.99984745  x   0.99976282  =   0.99961031
 TL0535!UTM  12      -   0.99984745  x   0.99960002  =   0.99944753
 TL0535
 TL0535                          SUPERSEDED SURVEY CONTROL
 TL0535
 TL0535  NAD 83(1986)-  48 33 59.51908(N)    111 00 53.98007(W) AD(       ) 2
 TL0535  NAD 27      -  48 33 59.55700(N)    111 00 51.06500(W) AD(       ) 2
 TL0535  NGVD 29 (07/19/86)  987.6    (m)         3240.     (f) VERT ANG       
 TL0535
 TL0535.Superseded values are not recommended for survey control.
 TL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0535.See file dsdata.txt to determine how the superseded data were derived.
 TL0535
 TL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU9889479271(NAD 83)
 TL0535_MARKER: DD = SURVEY DISK
 TL0535_SETTING: 0 = UNSPECIFIED SETTING
 TL0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0535
 TL0535  HISTORY     - Date     Condition        Report By
 TL0535  HISTORY     - 1922     MONUMENTED       USGLO
 TL0535
 TL0535                          STATION DESCRIPTION
 TL0535
 TL0535'DESCRIBED BY US GENERAL LAND OFFICE 1922
 TL0535'REFERENCE MARK 1 IS A STANDARD BRASS DISK SET IN CONCRETE
 TL0535'6 INCHES ABOVE THE SURFACE OF THE GROUND, INSIDE OF FENCE CORNER,
 TL0535'BEARS TO SE OF STATION GLO POST 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0533 ***********************************************************************
 TL0533  DESIGNATION -  GLO POST 32 RM 2
 TL0533  PID         -  TL0533
 TL0533  STATE/COUNTY-  MT/LIBERTY
 TL0533  USGS QUAD   -  TIBER (1962)
 TL0533
 TL0533                         *CURRENT SURVEY CONTROL
 TL0533  ___________________________________________________________________
 TL0533* NAD 83(1992)-  48 33 59.57221(N)    111 00 55.14994(W)     ADJUSTED  
 TL0533* NAVD 88     -       988.6    (meters)    3243.     (feet)  VERTCON   
 TL0533  ___________________________________________________________________
 TL0533  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 TL0533  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 TL0533
 TL0533  HORZ ORDER  -  SECOND
 TL0533
 TL0533.The horizontal coordinates were established by classical geodetic methods
 TL0533.and adjusted by the National Geodetic Survey in July 1992..
 TL0533
 TL0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0533
 TL0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0533
 TL0533.The geoid height was determined by GEOID03.
 TL0533
 TL0533;                    North         East     Units Scale Factor Converg.
 TL0533;SPC MT       -   480,752.761   488,195.913   MT  0.99976282   -1 06 30.5
 TL0533;SPC MT       - 1,577,272.84  1,601,692.63   iFT  0.99976282   -1 06 30.5
 TL0533;UTM  12      - 5,379,272.895   498,869.808   MT  0.99960002   -0 00 41.3
 TL0533
 TL0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0533!SPC MT       -   0.99984744  x   0.99976282  =   0.99961029
 TL0533!UTM  12      -   0.99984744  x   0.99960002  =   0.99944752
 TL0533
 TL0533                          SUPERSEDED SURVEY CONTROL
 TL0533
 TL0533  NAD 83(1986)-  48 33 59.57266(N)    111 00 55.14268(W) AD(       ) 2
 TL0533  NAD 27      -  48 33 59.61100(N)    111 00 52.22800(W) AD(       ) 2
 TL0533  NGVD 29 (07/19/86)  987.7    (m)         3240.     (f) VERT ANG       
 TL0533
 TL0533.Superseded values are not recommended for survey control.
 TL0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0533.See file dsdata.txt to determine how the superseded data were derived.
 TL0533
 TL0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU9887079273(NAD 83)
 TL0533_MARKER: DD = SURVEY DISK
 TL0533_SETTING: 0 = UNSPECIFIED SETTING
 TL0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0533
 TL0533  HISTORY     - Date     Condition        Report By
 TL0533  HISTORY     - 1922     MONUMENTED       USGLO
 TL0533
 TL0533                          STATION DESCRIPTION
 TL0533
 TL0533'DESCRIBED BY US GENERAL LAND OFFICE 1922
 TL0533'REFERENCE MARK 2 IS A STANDARD BRASS DISK SET IN CONCRETE 6
 TL0533'INCHES ABOVE THE SURFACE OF THE GROUND AND INSIDE OF FENCE
 TL0533'CORNER BEARS TO SW OF STATION GLO POST 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0669 ***********************************************************************
 TL0669  DESIGNATION -  GLO POST 33 RM
 TL0669  PID         -  TL0669
 TL0669  STATE/COUNTY-  MT/LIBERTY
 TL0669  USGS QUAD   -  INVERNESS (1972)
 TL0669
 TL0669                         *CURRENT SURVEY CONTROL
 TL0669  ___________________________________________________________________
 TL0669* NAD 83(1992)-  48 35 18.03908(N)    110 45 00.84071(W)     ADJUSTED  
 TL0669* NAVD 88     -      1088.     (meters)    3570.     (feet)  SCALED    
 TL0669  ___________________________________________________________________
 TL0669  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TL0669  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 TL0669
 TL0669  HORZ ORDER  -  SECOND
 TL0669
 TL0669.The horizontal coordinates were established by classical geodetic methods
 TL0669.and adjusted by the National Geodetic Survey in July 1992..
 TL0669
 TL0669.The orthometric height was scaled from a topographic map.
 TL0669
 TL0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0669
 TL0669.The geoid height was determined by GEOID03.
 TL0669
 TL0669;                    North         East     Units Scale Factor Converg.
 TL0669;SPC MT       -   482,830.383   507,791.459   MT  0.99977334   -0 54 52.4
 TL0669;SPC MT       - 1,584,089.18  1,665,982.48   iFT  0.99977334   -0 54 52.4
 TL0669;UTM  12      - 5,381,725.709   518,418.621   MT  0.99960417   +0 11 14.4
 TL0669
 TL0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0669!SPC MT       -   0.99983193  x   0.99977334  =   0.99960531
 TL0669!UTM  12      -   0.99983193  x   0.99960417  =   0.99943617
 TL0669
 TL0669                          SUPERSEDED SURVEY CONTROL
 TL0669
 TL0669  NAD 83(1986)-  48 35 18.04078(N)    110 45 00.83399(W) AD(       ) 2
 TL0669  NAD 27      -  48 35 18.06962(N)    110 44 57.98336(W) AD(       ) 2
 TL0669
 TL0669.Superseded values are not recommended for survey control.
 TL0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0669.See file dsdata.txt to determine how the superseded data were derived.
 TL0669
 TL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU1841981726(NAD 83)
 TL0669_MARKER: DD = SURVEY DISK
 TL0669_SETTING: 0 = UNSPECIFIED SETTING
 TL0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0669
 TL0669  HISTORY     - Date     Condition        Report By
 TL0669  HISTORY     - 1923     MONUMENTED       USGLO
 TL0669
 TL0669                          STATION DESCRIPTION
 TL0669
 TL0669'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TL0669'REFERENCE MARK IS A STANDARD BRASS DISK SET IN CONCRETE 6
 TL0669'INCHES ABOVE THE SURFACE OF THE GROUND.  BEARS TO NW OF
 TL0669'STATION GLO POST 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0680 ***********************************************************************
 TL0680  DESIGNATION -  GLO POST 34 RM 1
 TL0680  PID         -  TL0680
 TL0680  STATE/COUNTY-  MT/LIBERTY
 TL0680  USGS QUAD   -  LAIRD SCHOOL (1964)
 TL0680
 TL0680                         *CURRENT SURVEY CONTROL
 TL0680  ___________________________________________________________________
 TL0680* NAD 83(1992)-  48 53 07.03224(N)    110 54 12.85332(W)     ADJUSTED  
 TL0680* NAVD 88     -      1059.     (meters)    3474.     (feet)  SCALED    
 TL0680  ___________________________________________________________________
 TL0680  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 TL0680  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TL0680
 TL0680  HORZ ORDER  -  SECOND
 TL0680
 TL0680.The horizontal coordinates were established by classical geodetic methods
 TL0680.and adjusted by the National Geodetic Survey in July 1992..
 TL0680
 TL0680.The orthometric height was scaled from a topographic map.
 TL0680
 TL0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0680
 TL0680.The geoid height was determined by GEOID03.
 TL0680
 TL0680;                    North         East     Units Scale Factor Converg.
 TL0680;SPC MT       -   516,033.103   497,075.153   MT  0.99993147   -1 01 36.2
 TL0680;SPC MT       - 1,693,021.99  1,630,823.99   iFT  0.99993147   -1 01 36.2
 TL0680;UTM  12      - 5,414,708.261   507,069.290   MT  0.99960061   +0 04 21.5
 TL0680
 TL0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0680!SPC MT       -   0.99983651  x   0.99993147  =   0.99976799
 TL0680!UTM  12      -   0.99983651  x   0.99960061  =   0.99943719
 TL0680
 TL0680                          SUPERSEDED SURVEY CONTROL
 TL0680
 TL0680  NAD 83(1986)-  48 53 07.03417(N)    110 54 12.84789(W) AD(       ) 2
 TL0680  NAD 27      -  48 53 07.04000(N)    110 54 09.94000(W) AD(       ) 2
 TL0680
 TL0680.Superseded values are not recommended for survey control.
 TL0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0680.See file dsdata.txt to determine how the superseded data were derived.
 TL0680
 TL0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV0706914708(NAD 83)
 TL0680_MARKER: DD = SURVEY DISK
 TL0680_SETTING: 80 = SET IN A BOULDER
 TL0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0680+STABILITY: SURFACE MOTION
 TL0680
 TL0680  HISTORY     - Date     Condition        Report By
 TL0680  HISTORY     - 1923     MONUMENTED       USGLO
 TL0680
 TL0680                          STATION DESCRIPTION
 TL0680
 TL0680'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TL0680'REFERENCE MARK NO. 1 IS A BRASS DISK CEMENTED IN A
 TL0680'SANDSTONE BOULDER 26 BY 16 BY 14 INCHES IN SIZE SET 4
 TL0680'INCHES ABOVE THE SURFACE OF THE GROUND, IN A FENCE
 TL0680'CORNER, 13.77 METERS FROM STATION GLO POST 34 S 44 DEG
 TL0680'08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0626 ***********************************************************************
 TL0626  DESIGNATION -  GLO POST 37 RM 1
 TL0626  PID         -  TL0626
 TL0626  STATE/COUNTY-  MT/HILL
 TL0626  USGS QUAD   -  LOST RIVER (1972)
 TL0626
 TL0626                         *CURRENT SURVEY CONTROL
 TL0626  ___________________________________________________________________
 TL0626* NAD 83(1992)-  48 53 07.14328(N)    110 29 20.29012(W)     ADJUSTED  
 TL0626* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 TL0626  ___________________________________________________________________
 TL0626  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 TL0626  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TL0626
 TL0626  HORZ ORDER  -  SECOND
 TL0626
 TL0626.The horizontal coordinates were established by classical geodetic methods
 TL0626.and adjusted by the National Geodetic Survey in July 1992..
 TL0626
 TL0626.The orthometric height was scaled from a topographic map.
 TL0626
 TL0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0626
 TL0626.The geoid height was determined by GEOID03.
 TL0626
 TL0626;                    North         East     Units Scale Factor Converg.
 TL0626;SPC MT       -   515,572.182   527,476.230   MT  0.99993149   -0 43 24.4
 TL0626;SPC MT       - 1,691,509.78  1,730,565.06   iFT  0.99993149   -0 43 24.4
 TL0626;UTM  12      - 5,414,833.081   537,463.737   MT  0.99961724   +0 23 06.0
 TL0626
 TL0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0626!SPC MT       -   0.99985432  x   0.99993149  =   0.99978582
 TL0626!UTM  12      -   0.99985432  x   0.99961724  =   0.99947161
 TL0626
 TL0626|---------------------------------------------------------------------|
 TL0626| PID    Reference Object                     Distance      Geod. Az  |
 TL0626|                                                           dddmmss.s |
 TL0626| TL0624 GLO POST 37 RM 2                     23.215 METERS 09229     |
 TL0626| TL0627 T36N R9 10E SECS 7 12 13 18          16.537 METERS 13425     |
 TL0626| TL0625 GOLDSTONE                           354.562 METERS 18401     |
 TL0626|---------------------------------------------------------------------|
 TL0626
 TL0626                          SUPERSEDED SURVEY CONTROL
 TL0626
 TL0626  NAD 83(1986)-  48 53 07.14227(N)    110 29 20.28745(W) AD(       ) 2
 TL0626  NAD 27      -  48 53 07.13000(N)    110 29 17.46000(W) AD(       ) 2
 TL0626
 TL0626.Superseded values are not recommended for survey control.
 TL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0626.See file dsdata.txt to determine how the superseded data were derived.
 TL0626
 TL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV3746414833(NAD 83)
 TL0626_MARKER: DD = SURVEY DISK
 TL0626_SETTING: 0 = UNSPECIFIED SETTING
 TL0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0626
 TL0626  HISTORY     - Date     Condition        Report By
 TL0626  HISTORY     - 1923     MONUMENTED       USGLO
 TL0626
 TL0626                          STATION DESCRIPTION
 TL0626
 TL0626'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TL0626'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WITH AN ARROW
 TL0626'POINTING TOWARD STATION GLO POST 37, MARKED REFERENCE NO. 1, 1923, SET
 TL0626'IN A CONCRETE BLOCK 6 INCHES ABOVE THE SURFACE OF THE GROUND,
 TL0626'16.54 METERS FROM STATION GLO POST 37 N 45 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0624 ***********************************************************************
 TL0624  DESIGNATION -  GLO POST 37 RM 2
 TL0624  PID         -  TL0624
 TL0624  STATE/COUNTY-  MT/HILL
 TL0624  USGS QUAD   -  LOST RIVER (1972)
 TL0624
 TL0624                         *CURRENT SURVEY CONTROL
 TL0624  ___________________________________________________________________
 TL0624* NAD 83(1992)-  48 53 07.11070(N)    110 29 19.15164(W)     ADJUSTED  
 TL0624* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 TL0624  ___________________________________________________________________
 TL0624  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 TL0624  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TL0624
 TL0624  HORZ ORDER  -  SECOND
 TL0624
 TL0624.The horizontal coordinates were established by classical geodetic methods
 TL0624.and adjusted by the National Geodetic Survey in July 1992..
 TL0624
 TL0624.The orthometric height was scaled from a topographic map.
 TL0624
 TL0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0624
 TL0624.The geoid height was determined by GEOID03.
 TL0624
 TL0624;                    North         East     Units Scale Factor Converg.
 TL0624;SPC MT       -   515,570.883   527,499.407   MT  0.99993148   -0 43 23.5
 TL0624;SPC MT       - 1,691,505.52  1,730,641.10   iFT  0.99993148   -0 43 23.5
 TL0624;UTM  12      - 5,414,832.231   537,486.927   MT  0.99961726   +0 23 06.9
 TL0624
 TL0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0624!SPC MT       -   0.99985432  x   0.99993148  =   0.99978581
 TL0624!UTM  12      -   0.99985432  x   0.99961726  =   0.99947163
 TL0624
 TL0624                          SUPERSEDED SURVEY CONTROL
 TL0624
 TL0624  NAD 83(1986)-  48 53 07.10969(N)    110 29 19.14898(W) AD(       ) 2
 TL0624  NAD 27      -  48 53 07.10000(N)    110 29 16.33000(W) AD(       ) 2
 TL0624
 TL0624.Superseded values are not recommended for survey control.
 TL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0624.See file dsdata.txt to determine how the superseded data were derived.
 TL0624
 TL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV3748714832(NAD 83)
 TL0624_MARKER: DD = SURVEY DISK
 TL0624_SETTING: 0 = UNSPECIFIED SETTING
 TL0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0624
 TL0624  HISTORY     - Date     Condition        Report By
 TL0624  HISTORY     - 1923     MONUMENTED       USGLO
 TL0624
 TL0624                          STATION DESCRIPTION
 TL0624
 TL0624'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TL0624'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WITH AN ARROW
 TL0624'POINTING TOWARD STATION GLO POST 37, MARKED REFERENCE NO. 2, 1923,
 TL0624'SET IN A CONCRETE BLOCK 6 INCHES ABOVE THE SURFACE OF THE GROUND,
 TL0624'15.54 METERS FROM
 TL0624'STATION GLO POST 37 N 47 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0621 ***********************************************************************
 TL0621  DESIGNATION -  GLO POST 38 RM 1
 TL0621  PID         -  TL0621
 TL0621  STATE/COUNTY-  MT/HILL
 TL0621  USGS QUAD   -  GILDFORD NE (1969)
 TL0621
 TL0621                         *CURRENT SURVEY CONTROL
 TL0621  ___________________________________________________________________
 TL0621* NAD 83(1992)-  48 44 25.51029(N)    110 21 28.34705(W)     ADJUSTED  
 TL0621* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 TL0621  ___________________________________________________________________
 TL0621  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 TL0621  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TL0621
 TL0621  HORZ ORDER  -  SECOND
 TL0621
 TL0621.The horizontal coordinates were established by classical geodetic methods
 TL0621.and adjusted by the National Geodetic Survey in July 1992..
 TL0621
 TL0621.The orthometric height was scaled from a topographic map.
 TL0621
 TL0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0621
 TL0621.The geoid height was determined by GEOID03.
 TL0621
 TL0621;                    North         East     Units Scale Factor Converg.
 TL0621;SPC MT       -   499,348.023   536,912.922   MT  0.99985086   -0 37 39.1
 TL0621;SPC MT       - 1,638,280.92  1,761,525.33   iFT  0.99985086   -0 37 39.1
 TL0621;UTM  12      - 5,398,798.976   547,210.161   MT  0.99962738   +0 28 57.8
 TL0621
 TL0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0621!SPC MT       -   0.99986008  x   0.99985086  =   0.99971096
 TL0621!UTM  12      -   0.99986008  x   0.99962738  =   0.99948752
 TL0621
 TL0621                          SUPERSEDED SURVEY CONTROL
 TL0621
 TL0621  NAD 83(1986)-  48 44 25.50605(N)    110 21 28.34272(W) AD(       ) 2
 TL0621  NAD 27      -  48 44 25.51000(N)    110 21 25.57000(W) AD(       ) 2
 TL0621
 TL0621.Superseded values are not recommended for survey control.
 TL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0621.See file dsdata.txt to determine how the superseded data were derived.
 TL0621
 TL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU4721098799(NAD 83)
 TL0621_MARKER: DD = SURVEY DISK
 TL0621_SETTING: 0 = UNSPECIFIED SETTING
 TL0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0621
 TL0621  HISTORY     - Date     Condition        Report By
 TL0621  HISTORY     - 1923     MONUMENTED       USGLO
 TL0621
 TL0621                          STATION DESCRIPTION
 TL0621
 TL0621'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TL0621'REFERENCE MARK NO. 1 IS
 TL0621'A BRONZE DISK, WITH THE ARROW POINTING TOWARD STATION GLO POST 38,
 TL0621'STAMPED REFERENCE NO. 1 1923, SET IN A CEMENT BLOCK 6 INCHES
 TL0621'ABOVE THE GROUND, 13.12 METERS FROM STATION GLO POST 38
 TL0621'N 50 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0623 ***********************************************************************
 TL0623  DESIGNATION -  GLO POST 38 RM 2
 TL0623  PID         -  TL0623
 TL0623  STATE/COUNTY-  MT/HILL
 TL0623  USGS QUAD   -  GILDFORD NE (1969)
 TL0623
 TL0623                         *CURRENT SURVEY CONTROL
 TL0623  ___________________________________________________________________
 TL0623* NAD 83(1992)-  48 44 25.51804(N)    110 21 27.13786(W)     ADJUSTED  
 TL0623* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 TL0623  ___________________________________________________________________
 TL0623  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 TL0623  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 TL0623
 TL0623  HORZ ORDER  -  SECOND
 TL0623
 TL0623.The horizontal coordinates were established by classical geodetic methods
 TL0623.and adjusted by the National Geodetic Survey in July 1992..
 TL0623
 TL0623.The orthometric height was scaled from a topographic map.
 TL0623
 TL0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0623
 TL0623.The geoid height was determined by GEOID03.
 TL0623
 TL0623;                    North         East     Units Scale Factor Converg.
 TL0623;SPC MT       -   499,347.992   536,937.624   MT  0.99985086   -0 37 38.3
 TL0623;SPC MT       - 1,638,280.81  1,761,606.38   iFT  0.99985086   -0 37 38.3
 TL0623;UTM  12      - 5,398,799.424   547,234.854   MT  0.99962741   +0 28 58.7
 TL0623
 TL0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0623!SPC MT       -   0.99986008  x   0.99985086  =   0.99971096
 TL0623!UTM  12      -   0.99986008  x   0.99962741  =   0.99948755
 TL0623
 TL0623                          SUPERSEDED SURVEY CONTROL
 TL0623
 TL0623  NAD 83(1986)-  48 44 25.51380(N)    110 21 27.13354(W) AD(       ) 2
 TL0623  NAD 27      -  48 44 25.52000(N)    110 21 24.36000(W) AD(       ) 2
 TL0623
 TL0623.Superseded values are not recommended for survey control.
 TL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0623.See file dsdata.txt to determine how the superseded data were derived.
 TL0623
 TL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU4723598799(NAD 83)
 TL0623_MARKER: DD = SURVEY DISK
 TL0623_SETTING: 0 = UNSPECIFIED SETTING
 TL0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0623
 TL0623  HISTORY     - Date     Condition        Report By
 TL0623  HISTORY     - 1923     MONUMENTED       USGLO
 TL0623
 TL0623                          STATION DESCRIPTION
 TL0623
 TL0623'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TL0623'REFERENCE MARK NO. 2 IS A BRONZE DISK, WITH THE ARROW POINTING TOWARD
 TL0623'STATION GLO POST 38, STAMPED REFERENCE MARK NO. 2, 1923, SET IN A
 TL0623'CEMENT BLOCK 6 INCHES ABOVE THE GROUND, 16.93 METERS FROM STATION GLO
 TL0623'POST 38 N 59 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0614 ***********************************************************************
 TL0614  DESIGNATION -  GLO POST 39 RM 1
 TL0614  PID         -  TL0614
 TL0614  STATE/COUNTY-  MT/HILL
 TL0614  USGS QUAD   -  WILD HORSE LAKE WEST (1972)
 TL0614
 TL0614                         *CURRENT SURVEY CONTROL
 TL0614  ___________________________________________________________________
 TL0614* NAD 83(1992)-  48 54 51.58107(N)    110 04 59.36837(W)     ADJUSTED  
 TL0614* NAVD 88     -       886.     (meters)    2907.     (feet)  SCALED    
 TL0614  ___________________________________________________________________
 TL0614  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 TL0614  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TL0614
 TL0614  HORZ ORDER  -  SECOND
 TL0614
 TL0614.The horizontal coordinates were established by classical geodetic methods
 TL0614.and adjusted by the National Geodetic Survey in July 1992..
 TL0614
 TL0614.The orthometric height was scaled from a topographic map.
 TL0614
 TL0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0614
 TL0614.The geoid height was determined by GEOID03.
 TL0614
 TL0614;                    North         East     Units Scale Factor Converg.
 TL0614;SPC MT       -   518,499.432   557,258.754   MT  0.99994843   -0 25 35.7
 TL0614;SPC MT       - 1,701,113.62  1,828,276.75   iFT  0.99994843   -0 25 35.7
 TL0614;UTM  12      - 5,418,337.227   567,174.701   MT  0.99965543   +0 41 27.9
 TL0614
 TL0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0614!SPC MT       -   0.99986375  x   0.99994843  =   0.99981219
 TL0614!UTM  12      -   0.99986375  x   0.99965543  =   0.99951923
 TL0614
 TL0614                          SUPERSEDED SURVEY CONTROL
 TL0614
 TL0614  NAD 83(1986)-  48 54 51.57884(N)    110 04 59.35790(W) AD(       ) 2
 TL0614  NAD 27      -  48 54 51.56000(N)    110 04 56.60000(W) AD(       ) 2
 TL0614
 TL0614.Superseded values are not recommended for survey control.
 TL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0614.See file dsdata.txt to determine how the superseded data were derived.
 TL0614
 TL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV6717518337(NAD 83)
 TL0614_MARKER: DD = SURVEY DISK
 TL0614_SETTING: 0 = UNSPECIFIED SETTING
 TL0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0614
 TL0614  HISTORY     - Date     Condition        Report By
 TL0614  HISTORY     - 1923     MONUMENTED       USGLO
 TL0614
 TL0614                          STATION DESCRIPTION
 TL0614
 TL0614'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TL0614'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK
 TL0614'WITH ARROW POINTING TOWARD STATION GLO POST 39 MARKED
 TL0614'REFERENCE NO. 1, 1923 IS SET IN A BLOCK OF CONCRETE 6 INCHES
 TL0614'ABOVE THE SURFACE OF THE GROUND, 16.99 METERS FROM STATION GLO POST 39
 TL0614'N 50 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0497 ***********************************************************************
 TK0497  DESIGNATION -  GLO POST 41 RM
 TK0497  PID         -  TK0497
 TK0497  STATE/COUNTY-  MT/HILL
 TK0497  USGS QUAD   -  LAKE THIBADEAU NE (1972)
 TK0497
 TK0497                         *CURRENT SURVEY CONTROL
 TK0497  ___________________________________________________________________
 TK0497* NAD 83(1992)-  48 56 56.61168(N)    109 35 55.00672(W)     ADJUSTED  
 TK0497* NAVD 88     -       842.     (meters)    2762.     (feet)  SCALED    
 TK0497  ___________________________________________________________________
 TK0497  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 TK0497  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0497
 TK0497  HORZ ORDER  -  SECOND
 TK0497
 TK0497.The horizontal coordinates were established by classical geodetic methods
 TK0497.and adjusted by the National Geodetic Survey in July 1992..
 TK0497
 TK0497.The orthometric height was scaled from a topographic map.
 TK0497
 TK0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0497
 TK0497.The geoid height was determined by GEOID03.
 TK0497
 TK0497;                    North         East     Units Scale Factor Converg.
 TK0497;SPC MT       -   522,207.058   592,777.181   MT  0.99996905   -0 04 19.7
 TK0497;SPC MT       - 1,713,277.75  1,944,807.02   iFT  0.99996905   -0 04 19.7
 TK0497;UTM  12      - 5,422,739.271   602,604.083   MT  0.99972933   +1 03 24.9
 TK0497
 TK0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0497!SPC MT       -   0.99987067  x   0.99996905  =   0.99983972
 TK0497!UTM  12      -   0.99987067  x   0.99972933  =   0.99960003
 TK0497
 TK0497                          SUPERSEDED SURVEY CONTROL
 TK0497
 TK0497  NAD 83(1986)-  48 56 56.61263(N)    109 35 54.99418(W) AD(       ) 2
 TK0497  NAD 27      -  48 56 56.60000(N)    109 35 52.30000(W) AD(       ) 2
 TK0497
 TK0497.Superseded values are not recommended for survey control.
 TK0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0497.See file dsdata.txt to determine how the superseded data were derived.
 TK0497
 TK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0260422739(NAD 83)
 TK0497_MARKER: DD = SURVEY DISK
 TK0497_SETTING: 0 = UNSPECIFIED SETTING
 TK0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0497
 TK0497  HISTORY     - Date     Condition        Report By
 TK0497  HISTORY     - 1923     MONUMENTED       USGLO
 TK0497
 TK0497                          STATION DESCRIPTION
 TK0497
 TK0497'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TK0497'REFERENCE MARK, A BRONZE DISK WITH
 TK0497'THE ARROW POINTING TOWARD STATION GLO POST 41 AND STAMPED REFERENCE,
 TK0497'1923 IS SET IN A BLOCK OF CONCRETE 6 INCHES ABOVE THE SURFACE
 TK0497'OF THE GROUND, 8.86 METERS FROM STATION GLO POST 41 S 89
 TK0497'DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0502 ***********************************************************************
 TK0502  DESIGNATION -  GLO POST 42 RM 1
 TK0502  PID         -  TK0502
 TK0502  STATE/COUNTY-  MT/HILL
 TK0502  USGS QUAD   -  LAKE THIBADEAU NE (1972)
 TK0502
 TK0502                         *CURRENT SURVEY CONTROL
 TK0502  ___________________________________________________________________
 TK0502* NAD 83(1992)-  48 54 50.67041(N)    109 33 19.36066(W)     ADJUSTED  
 TK0502* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 TK0502  ___________________________________________________________________
 TK0502  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 TK0502  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TK0502
 TK0502  HORZ ORDER  -  SECOND
 TK0502
 TK0502.The horizontal coordinates were established by classical geodetic methods
 TK0502.and adjusted by the National Geodetic Survey in July 1992..
 TK0502
 TK0502.The orthometric height was scaled from a topographic map.
 TK0502
 TK0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0502
 TK0502.The geoid height was determined by GEOID03.
 TK0502
 TK0502;                    North         East     Units Scale Factor Converg.
 TK0502;SPC MT       -   518,313.626   595,941.140   MT  0.99994828   -0 02 25.8
 TK0502;SPC MT       - 1,700,504.02  1,955,187.47   iFT  0.99994828   -0 02 25.8
 TK0502;UTM  12      - 5,418,909.813   605,843.429   MT  0.99973763   +1 05 20.2
 TK0502
 TK0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0502!SPC MT       -   0.99987130  x   0.99994828  =   0.99981958
 TK0502!UTM  12      -   0.99987130  x   0.99973763  =   0.99960896
 TK0502
 TK0502                          SUPERSEDED SURVEY CONTROL
 TK0502
 TK0502  NAD 83(1986)-  48 54 50.67341(N)    109 33 19.34890(W) AD(       ) 2
 TK0502  NAD 27      -  48 54 50.66000(N)    109 33 16.67000(W) AD(       ) 2
 TK0502
 TK0502.Superseded values are not recommended for survey control.
 TK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0502.See file dsdata.txt to determine how the superseded data were derived.
 TK0502
 TK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0584318910(NAD 83)
 TK0502_MARKER: DD = SURVEY DISK
 TK0502_SETTING: 0 = UNSPECIFIED SETTING
 TK0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0502
 TK0502  HISTORY     - Date     Condition        Report By
 TK0502  HISTORY     - 1923     MONUMENTED       USGLO
 TK0502
 TK0502                          STATION DESCRIPTION
 TK0502
 TK0502'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TK0502'REFERENCE MARK NO. 1 IS A BRONZE
 TK0502'DISK, WITH THE ARROW POINTING TOWARD STATION GLO POST 42, STAMPED
 TK0502'REFERENCE NO. 1, 1923, SET IN CONCRETE FLUSH WITH THE GROUND
 TK0502'18.70 METERS FROM STATION GLO POST 42 N 59 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0500 ***********************************************************************
 TK0500  DESIGNATION -  GLO POST 42 RM 2
 TK0500  PID         -  TK0500
 TK0500  STATE/COUNTY-  MT/HILL
 TK0500  USGS QUAD   -  LAKE THIBADEAU NE (1972)
 TK0500
 TK0500                         *CURRENT SURVEY CONTROL
 TK0500  ___________________________________________________________________
 TK0500* NAD 83(1992)-  48 54 50.67740(N)    109 33 20.67037(W)     ADJUSTED  
 TK0500* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 TK0500  ___________________________________________________________________
 TK0500  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 TK0500  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TK0500
 TK0500  HORZ ORDER  -  SECOND
 TK0500
 TK0500.The horizontal coordinates were established by classical geodetic methods
 TK0500.and adjusted by the National Geodetic Survey in July 1992..
 TK0500
 TK0500.The orthometric height was scaled from a topographic map.
 TK0500
 TK0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0500
 TK0500.The geoid height was determined by GEOID03.
 TK0500
 TK0500;                    North         East     Units Scale Factor Converg.
 TK0500;SPC MT       -   518,313.861   595,914.475   MT  0.99994828   -0 02 26.8
 TK0500;SPC MT       - 1,700,504.79  1,955,099.98   iFT  0.99994828   -0 02 26.8
 TK0500;UTM  12      - 5,418,909.523   605,816.771   MT  0.99973756   +1 05 19.2
 TK0500
 TK0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0500!SPC MT       -   0.99987130  x   0.99994828  =   0.99981958
 TK0500!UTM  12      -   0.99987130  x   0.99973756  =   0.99960889
 TK0500
 TK0500                          SUPERSEDED SURVEY CONTROL
 TK0500
 TK0500  NAD 83(1986)-  48 54 50.68039(N)    109 33 20.65861(W) AD(       ) 2
 TK0500  NAD 27      -  48 54 50.66000(N)    109 33 17.98000(W) AD(       ) 2
 TK0500
 TK0500.Superseded values are not recommended for survey control.
 TK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0500.See file dsdata.txt to determine how the superseded data were derived.
 TK0500
 TK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0581718910(NAD 83)
 TK0500_MARKER: DD = SURVEY DISK
 TK0500_SETTING: 0 = UNSPECIFIED SETTING
 TK0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0500
 TK0500  HISTORY     - Date     Condition        Report By
 TK0500  HISTORY     - 1923     MONUMENTED       USGLO
 TK0500
 TK0500                          STATION DESCRIPTION
 TK0500
 TK0500'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TK0500'REFERENCE MARK NO. 2 IS A BRONZE
 TK0500'DISK, WITH THE ARROW POINTING TOWARD STATION GLO POST 42, STAMPED
 TK0500'REFERENCE NO. 2, 1923, SET IN CONCRETE FLUSH WITH THE GROUND
 TK0500'14.25 METERS FROM STATION GLO POST 42 S 32 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0450 ***********************************************************************
 TK0450  DESIGNATION -  GLO POST 43 RM 1
 TK0450  PID         -  TK0450
 TK0450  STATE/COUNTY-  MT/BLAINE
 TK0450  USGS QUAD   -  RICHMOND RESERVOIR NW (1984)
 TK0450
 TK0450                         *CURRENT SURVEY CONTROL
 TK0450  ___________________________________________________________________
 TK0450* NAD 83(1992)-  48 54 48.76607(N)    109 09 39.13287(W)     ADJUSTED  
 TK0450* NAVD 88     -       839.     (meters)    2753.     (feet)  SCALED    
 TK0450  ___________________________________________________________________
 TK0450  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 TK0450  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TK0450
 TK0450  HORZ ORDER  -  SECOND
 TK0450
 TK0450.The horizontal coordinates were established by classical geodetic methods
 TK0450.and adjusted by the National Geodetic Survey in July 1992..
 TK0450
 TK0450.The orthometric height was scaled from a topographic map.
 TK0450
 TK0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0450
 TK0450.The geoid height was determined by GEOID03.
 TK0450
 TK0450;                    North         East     Units Scale Factor Converg.
 TK0450;SPC MT       -   518,307.178   624,856.282   MT  0.99994797   +0 14 53.1
 TK0450;SPC MT       - 1,700,482.87  2,050,053.42   iFT  0.99994797   +0 14 53.1
 TK0450;UTM  12      - 5,419,475.465   634,748.135   MT  0.99982306   +1 23 11.0
 TK0450
 TK0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0450!SPC MT       -   0.99987116  x   0.99994797  =   0.99981914
 TK0450!UTM  12      -   0.99987116  x   0.99982306  =   0.99969425
 TK0450
 TK0450|---------------------------------------------------------------------|
 TK0450| PID    Reference Object                     Distance      Geod. Az  |
 TK0450|                                                           dddmmss.s |
 TK0450| TK0449 T37N R19 20E SECS 31 36 SC           94.465 METERS 05109     |
 TK0450| CQ6624 GLO POST 43 RM 2                                   05807     |
 TK0450| TK0447 CHERRY                              APPROX.15.7 KM 1055053.5 |
 TK0450| TK0528 OLD MAN                             APPROX.28.5 KM 3511745.2 |
 TK0450|---------------------------------------------------------------------|
 TK0450
 TK0450                          SUPERSEDED SURVEY CONTROL
 TK0450
 TK0450  NAD 83(1986)-  48 54 48.77529(N)    109 09 39.12114(W) AD(       ) 2
 TK0450  NAD 27      -  48 54 48.74600(N)    109 09 36.51300(W) AD(       ) 2
 TK0450
 TK0450.Superseded values are not recommended for survey control.
 TK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0450.See file dsdata.txt to determine how the superseded data were derived.
 TK0450
 TK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV3474819475(NAD 83)
 TK0450_MARKER: DD = SURVEY DISK
 TK0450_SETTING: 0 = UNSPECIFIED SETTING
 TK0450
 TK0450  HISTORY     - Date     Condition        Report By
 TK0450  HISTORY     - 1923     MONUMENTED       USGLO
 TK0450
 TK0450                          STATION DESCRIPTION
 TK0450
 TK0450'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TK0450'REFERENCE
 TK0450'MARK NO. 1 (USED AS AN ECCENTRIC STATION) IS A STANDARD
 TK0450'BRONZE DISK, WITH THE ARROW POINTING TOWARD STATION GLO POST 43,
 TK0450'STAMPED REFERENCE NO. 1, 1923, SET IN CONCRETE 94.46 METERS
 TK0450'FROM STATION GLO POST 43 S 51 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0444 ***********************************************************************
 TK0444  DESIGNATION -  GLO POST 44 RM 1
 TK0444  PID         -  TK0444
 TK0444  STATE/COUNTY-  MT/BLAINE
 TK0444  USGS QUAD   -  AUBREY DAM (1984)
 TK0444
 TK0444                         *CURRENT SURVEY CONTROL
 TK0444  ___________________________________________________________________
 TK0444* NAD 83(1992)-  48 59 56.85653(N)    108 45 49.98712(W)     ADJUSTED  
 TK0444* NAVD 88     -       915.     (meters)    3002.     (feet)  SCALED    
 TK0444  ___________________________________________________________________
 TK0444  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 TK0444  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TK0444
 TK0444  HORZ ORDER  -  SECOND
 TK0444
 TK0444.The horizontal coordinates were established by classical geodetic methods
 TK0444.and adjusted by the National Geodetic Survey in July 1992..
 TK0444
 TK0444.The orthometric height was scaled from a topographic map.
 TK0444
 TK0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0444
 TK0444.The geoid height was determined by GEOID03.
 TK0444
 TK0444;                    North         East     Units Scale Factor Converg.
 TK0444;SPC MT       -   528,023.555   653,862.952   MT  0.99999946   +0 32 18.5
 TK0444;SPC MT       - 1,732,360.74  2,145,219.66   iFT  0.99999946   +0 32 18.5
 TK0444;UTM  12      - 5,429,767.925   663,552.197   MT  0.99992862   +1 41 16.7
 TK0444
 TK0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0444!SPC MT       -   0.99985926  x   0.99999946  =   0.99985872
 TK0444!UTM  12      -   0.99985926  x   0.99992862  =   0.99978789
 TK0444
 TK0444                          SUPERSEDED SURVEY CONTROL
 TK0444
 TK0444  NAD 83(1986)-  48 59 56.86172(N)    108 45 49.99164(W) AD(       ) 2
 TK0444  NAD 27      -  48 59 56.83000(N)    108 45 47.46000(W) AD(       ) 2
 TK0444
 TK0444.Superseded values are not recommended for survey control.
 TK0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0444.See file dsdata.txt to determine how the superseded data were derived.
 TK0444
 TK0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV6355229768(NAD 83)
 TK0444_MARKER: DS = TRIANGULATION STATION DISK
 TK0444_SETTING: 0 = UNSPECIFIED SETTING
 TK0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0444
 TK0444  HISTORY     - Date     Condition        Report By
 TK0444  HISTORY     - 1923     MONUMENTED       USGLO
 TK0444
 TK0444                          STATION DESCRIPTION
 TK0444
 TK0444'DESCRIBED BY US GENERAL LAND OFFICE 1923
 TK0444'THE CLOSING CORNER, ON THE INTERNATIONAL BOUNDARY LINE, OF
 TK0444'SECS. 1 AND 6, T. 37 N., RS. 22 AND 23 E., PRINCIPAL MERIDIAN.
 TK0444'
 TK0444'STATION MARK IS A
 TK0444'STANDARD BRONZE DISK, WITH THE ARROW POINTING TOWARD THE
 TK0444'STATION, STAMPED REFERENCE NO. 1, 1923 IN A BLOCK OF CONCRETE
 TK0444'16.81 METERS FROM THE STATION S 07 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0864 ***********************************************************************
 TM0864  DESIGNATION -  GLO POST 51 RM 1
 TM0864  PID         -  TM0864
 TM0864  STATE/COUNTY-  MT/GLACIER
 TM0864  USGS QUAD   -  DEL BONITA (1968)
 TM0864
 TM0864                         *CURRENT SURVEY CONTROL
 TM0864  ___________________________________________________________________
 TM0864* NAD 83(1992)-  48 59 54.34084(N)    112 51 06.43538(W)     ADJUSTED  
 TM0864* NAVD 88     -      1348.     (meters)    4423.     (feet)  SCALED    
 TM0864  ___________________________________________________________________
 TM0864  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 TM0864  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 TM0864
 TM0864  HORZ ORDER  -  SECOND
 TM0864
 TM0864.The horizontal coordinates were established by classical geodetic methods
 TM0864.and adjusted by the National Geodetic Survey in July 1992..
 TM0864
 TM0864.The orthometric height was scaled from a topographic map.
 TM0864
 TM0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0864
 TM0864.The geoid height was determined by GEOID03.
 TM0864
 TM0864;                    North         East     Units Scale Factor Converg.
 TM0864;SPC MT       -   532,939.696   354,811.058   MT  0.99999903   -2 27 06.6
 TM0864;SPC MT       - 1,748,489.82  1,164,078.27   iFT  0.99999903   -2 27 06.6
 TM0864;UTM  12      - 5,428,933.156   364,554.572   MT  0.99982537   -1 23 51.9
 TM0864
 TM0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0864!SPC MT       -   0.99979111  x   0.99999903  =   0.99979014
 TM0864!UTM  12      -   0.99979111  x   0.99982537  =   0.99961651
 TM0864
 TM0864                          SUPERSEDED SURVEY CONTROL
 TM0864
 TM0864  NAD 83(1986)-  48 59 54.34586(N)    112 51 06.43271(W) AD(       ) 2
 TM0864  NAD 27      -  48 59 54.39000(N)    112 51 03.12000(W) AD(       ) 2
 TM0864
 TM0864.Superseded values are not recommended for survey control.
 TM0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0864.See file dsdata.txt to determine how the superseded data were derived.
 TM0864
 TM0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV6455528933(NAD 83)
 TM0864
 TM0864  HISTORY     - Date     Condition        Report By
 TM0864  HISTORY     - 1923     MONUMENTED       CGS
 TM0864
 TM0864                          STATION DESCRIPTION
 TM0864
 TM0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TM0864'SEE STATION GLO NO 51
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0862 ***********************************************************************
 TM0862  DESIGNATION -  GLO POST 51 RM 2
 TM0862  PID         -  TM0862
 TM0862  STATE/COUNTY-  MT/GLACIER
 TM0862  USGS QUAD   -  DEL BONITA (1968)
 TM0862
 TM0862                         *CURRENT SURVEY CONTROL
 TM0862  ___________________________________________________________________
 TM0862* NAD 83(1992)-  48 59 54.29237(N)    112 51 07.79764(W)     ADJUSTED  
 TM0862* NAVD 88     -      1348.     (meters)    4423.     (feet)  SCALED    
 TM0862  ___________________________________________________________________
 TM0862  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 TM0862  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 TM0862
 TM0862  HORZ ORDER  -  SECOND
 TM0862
 TM0862.The horizontal coordinates were established by classical geodetic methods
 TM0862.and adjusted by the National Geodetic Survey in July 1992..
 TM0862
 TM0862.The orthometric height was scaled from a topographic map.
 TM0862
 TM0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0862
 TM0862.The geoid height was determined by GEOID03.
 TM0862
 TM0862;                    North         East     Units Scale Factor Converg.
 TM0862;SPC MT       -   532,939.385   354,783.329   MT  0.99999902   -2 27 07.6
 TM0862;SPC MT       - 1,748,488.80  1,163,987.30   iFT  0.99999902   -2 27 07.6
 TM0862;UTM  12      - 5,428,932.335   364,526.859   MT  0.99982546   -1 23 52.9
 TM0862
 TM0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0862!SPC MT       -   0.99979111  x   0.99999902  =   0.99979013
 TM0862!UTM  12      -   0.99979111  x   0.99982546  =   0.99961660
 TM0862
 TM0862                          SUPERSEDED SURVEY CONTROL
 TM0862
 TM0862  NAD 83(1986)-  48 59 54.29740(N)    112 51 07.79496(W) AD(       ) 2
 TM0862  NAD 27      -  48 59 54.35000(N)    112 51 04.48000(W) AD(       ) 2
 TM0862
 TM0862.Superseded values are not recommended for survey control.
 TM0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0862.See file dsdata.txt to determine how the superseded data were derived.
 TM0862
 TM0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV6452728932(NAD 83)
 TM0862
 TM0862  HISTORY     - Date     Condition        Report By
 TM0862  HISTORY     - 1923     MONUMENTED       CGS
 TM0862
 TM0862                          STATION DESCRIPTION
 TM0862
 TM0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TM0862'SEE STATION GLO NO 51X
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0504 ***********************************************************************
 RW0504  DESIGNATION -  GMII 1
 RW0504  PID         -  RW0504
 RW0504  STATE/COUNTY-  MT/PARK
 RW0504  USGS QUAD   -  LENA CREEK (1972)
 RW0504
 RW0504                         *CURRENT SURVEY CONTROL
 RW0504  ___________________________________________________________________
 RW0504* NAD 83(1992)-  46 00 09.18177(N)    110 30 09.80899(W)     ADJUSTED  
 RW0504* NAVD 88     -      1742.4    (meters)    5717.     (feet)  VERTCON   
 RW0504  ___________________________________________________________________
 RW0504  LAPLACE CORR-          11.62  (seconds)                    DEFLEC99
 RW0504  GEOID HEIGHT-         -10.63  (meters)                     GEOID03
 RW0504
 RW0504  HORZ ORDER  -  THIRD
 RW0504
 RW0504.The horizontal coordinates were established by classical geodetic methods
 RW0504.and adjusted by the National Geodetic Survey in July 1992..
 RW0504
 RW0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0504
 RW0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0504
 RW0504.The geoid height was determined by GEOID03.
 RW0504
 RW0504;                    North         East     Units Scale Factor Converg.
 RW0504;SPC MT       -   195,258.331   522,366.548   MT  0.99954650   -0 44 00.6
 RW0504;SPC MT       -   640,611.32  1,713,801.01   iFT  0.99954650   -0 44 00.6
 RW0504;UTM  12      - 5,094,451.068   538,503.390   MT  0.99961822   +0 21 27.8
 RW0504
 RW0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0504!SPC MT       -   0.99972859  x   0.99954650  =   0.99927521
 RW0504!UTM  12      -   0.99972859  x   0.99961822  =   0.99934691
 RW0504
 RW0504:                Primary Azimuth Mark                     Grid Az
 RW0504:SPC MT       -  IBEX                                     123 32 05.9
 RW0504:UTM  12      -  IBEX                                     122 26 37.5
 RW0504
 RW0504|---------------------------------------------------------------------|
 RW0504| PID    Reference Object                     Distance      Geod. Az  |
 RW0504|                                                           dddmmss.s |
 RW0504| QX0679 IBEX                                APPROX. 3.2 KM 1224805.3 |
 RW0504|---------------------------------------------------------------------|
 RW0504
 RW0504                          SUPERSEDED SURVEY CONTROL
 RW0504
 RW0504  NAD 83(1986)-  46 00 09.17672(N)    110 30 09.80415(W) AD(       ) 3
 RW0504  NAD 27      -  46 00 09.40345(N)    110 30 07.05040(W) AD(       ) 3
 RW0504  NGVD 29 (07/19/86) 1741.2    (m)         5713.     (f) VERT ANG       
 RW0504
 RW0504.Superseded values are not recommended for survey control.
 RW0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0504.See file dsdata.txt to determine how the superseded data were derived.
 RW0504
 RW0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR3850394451(NAD 83)
 RW0504_MARKER: DD = SURVEY DISK
 RW0504_SETTING: 0 = UNSPECIFIED SETTING
 RW0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0504
 RW0504  HISTORY     - Date     Condition        Report By
 RW0504  HISTORY     - 1948     MONUMENTED       USGS
 RW0504
 RW0504                          STATION DESCRIPTION
 RW0504
 RW0504'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0504'TO REACH STATION FROM THE WILSALL POST OFFICE, DRIVE S. ON U.S.
 RW0504'HIGHWAY 89 FOR 0.5 MI. TO JUNCTION, E. ON HORSE CREEK ROAD FOR 6.4
 RW0504'MI. TO JUNCTION WITH COTTONWOOD ROAD, CONTINUE E. FOR ABOUT 1.0 MI.
 RW0504'TO MORRISONS RANCH, GO LEFT ABOUT 100 FT., THENCE RIGHT ACROSS
 RW0504'DRAIN TO GATE, GO N., CROSS DRAIN, THEN GO RIGHT TO NE. CORNER OF
 RW0504'FIELD.  STATION IS 939 FT. W. OF CORNER ALONG FENCE LINE.
 RW0504'
 RW0504'STATION MARK--STANDARD TABLET, STAMPED ---GMII-1 1948---, IN IRON
 RW0504'PIPE.
 RW0504'
 RW0504'REFERENCE MARK NO. 1--STEEL ROD, 14.0 FT. FROM STATION,
 RW0504'N 12 DEG 53 MIN W.
 RW0504'
 RW0504'REFERENCE MARK NO. 2--STEEL ROD, 11.9 FT. FROM STATION,
 RW0504'N 87 DEG 20 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1605 ***********************************************************************
 SS1605  DESIGNATION -  GNKD 1
 SS1605  PID         -  SS1605
 SS1605  STATE/COUNTY-  MT/CHOUTEAU
 SS1605  USGS QUAD   -  TIMBER COULEE NORTH (1987)
 SS1605
 SS1605                         *CURRENT SURVEY CONTROL
 SS1605  ___________________________________________________________________
 SS1605* NAD 83(1992)-  47 52 52.69918(N)    111 22 44.92124(W)     ADJUSTED  
 SS1605* NAVD 88     -      1037.2    (meters)    3403.     (feet)  VERTCON   
 SS1605  ___________________________________________________________________
 SS1605  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 SS1605  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 SS1605
 SS1605  HORZ ORDER  -  THIRD
 SS1605
 SS1605.The horizontal coordinates were established by classical geodetic methods
 SS1605.and adjusted by the National Geodetic Survey in July 1992..
 SS1605
 SS1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1605
 SS1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1605
 SS1605.The geoid height was determined by GEOID03.
 SS1605
 SS1605;                    North         East     Units Scale Factor Converg.
 SS1605;SPC MT       -   405,189.745   459,529.449   MT  0.99950778   -1 22 28.6
 SS1605;SPC MT       - 1,329,362.68  1,507,642.55   iFT  0.99950778   -1 22 28.6
 SS1605;UTM  12      - 5,303,177.513   471,652.710   MT  0.99960987   -0 16 52.4
 SS1605
 SS1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1605!SPC MT       -   0.99983974  x   0.99950778  =   0.99934760
 SS1605!UTM  12      -   0.99983974  x   0.99960987  =   0.99944967
 SS1605
 SS1605                          SUPERSEDED SURVEY CONTROL
 SS1605
 SS1605  NAD 83(1986)-  47 52 52.69416(N)    111 22 44.90987(W) AD(       ) 3
 SS1605  NGVD 29 (05/18/92) 1036.3    (m)         3400.     (f) VERT ANG       
 SS1605
 SS1605.Superseded values are not recommended for survey control.
 SS1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1605.See file dsdata.txt to determine how the superseded data were derived.
 SS1605
 SS1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU7165303178(NAD 83)
 SS1605_MARKER: DS = TRIANGULATION STATION DISK
 SS1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1605+STABILITY: SURFACE MOTION
 SS1605
 SS1605  HISTORY     - Date     Condition        Report By
 SS1605  HISTORY     - 1947     MONUMENTED       USGS
 SS1605
 SS1605                          STATION DESCRIPTION
 SS1605
 SS1605'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1605'STATION IS LOCATED APPROXIMATELY 15 MI. NE. OF DUTTON, MONTANA, IN
 SS1605'SEC. 32, T 25 N, R 3 E, LOCATED AT FENCE CORNER IN FORKS OF COULEE.
 SS1605'
 SS1605'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1605'---GNKD-1 1947---.
 SS1605'
 SS1605'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, DISTANCE 45.50 FT. FROM
 SS1605'STATION MARK S 33 DEGREES 43 MINUTES W.
 SS1605'
 SS1605'REFERENCE MARK NO. 2--A 3/4-IN. IRON PIPE, DISTANCE 39.85 FT. FROM
 SS1605'STATION MARK S 89 DEGREES 23 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1606 ***********************************************************************
 SS1606  DESIGNATION -  GNKD 2
 SS1606  PID         -  SS1606
 SS1606  STATE/COUNTY-  MT/CHOUTEAU
 SS1606  USGS QUAD   -  TIMBER COULEE NORTH (1987)
 SS1606
 SS1606                         *CURRENT SURVEY CONTROL
 SS1606  ___________________________________________________________________
 SS1606* NAD 83(1992)-  47 56 20.06922(N)    111 22 34.86062(W)     ADJUSTED  
 SS1606* NAVD 88     -      1017.4    (meters)    3338.     (feet)  VERTCON   
 SS1606  ___________________________________________________________________
 SS1606  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 SS1606  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 SS1606
 SS1606  HORZ ORDER  -  THIRD
 SS1606
 SS1606.The horizontal coordinates were established by classical geodetic methods
 SS1606.and adjusted by the National Geodetic Survey in July 1992..
 SS1606
 SS1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1606
 SS1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1606
 SS1606.The geoid height was determined by GEOID03.
 SS1606
 SS1606;                    North         East     Units Scale Factor Converg.
 SS1606;SPC MT       -   411,584.569   459,891.655   MT  0.99952361   -1 22 21.2
 SS1606;SPC MT       - 1,350,343.07  1,508,830.89   iFT  0.99952361   -1 22 21.2
 SS1606;UTM  12      - 5,309,578.687   471,892.861   MT  0.99960971   -0 16 45.9
 SS1606
 SS1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1606!SPC MT       -   0.99984285  x   0.99952361  =   0.99936653
 SS1606!UTM  12      -   0.99984285  x   0.99960971  =   0.99945262
 SS1606
 SS1606                          SUPERSEDED SURVEY CONTROL
 SS1606
 SS1606  NAD 83(1986)-  47 56 20.06645(N)    111 22 34.84857(W) AD(       ) 3
 SS1606  NGVD 29 (05/18/92) 1016.5    (m)         3335.     (f) VERT ANG       
 SS1606
 SS1606.Superseded values are not recommended for survey control.
 SS1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1606.See file dsdata.txt to determine how the superseded data were derived.
 SS1606
 SS1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU7189309579(NAD 83)
 SS1606_MARKER: DS = TRIANGULATION STATION DISK
 SS1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1606+STABILITY: SURFACE MOTION
 SS1606
 SS1606  HISTORY     - Date     Condition        Report By
 SS1606  HISTORY     - 1947     MONUMENTED       USGS
 SS1606
 SS1606                          STATION DESCRIPTION
 SS1606
 SS1606'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1606'STATION IS LOCATED APPROXIMATELY 29 MI. N. OF GREAT FALLS, MONTANA, IN
 SS1606'SEC. 8, T 25 N, R 3 E, LOCATED ON N-S. FENCE LINE 0.5 MI. S. OF E-W.
 SS1606'COUNTY RD.  STATION ON HIGHEST POINT ALONG FENCE.
 SS1606'
 SS1606'STATION MARK-STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1606'STAMPED---GNKD-2 1947---.
 SS1606'
 SS1606'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, DISTANCE 55.50 FT. FROM
 SS1606'STATION MARK N 02 DEGREES 00 MINUTES E.
 SS1606'
 SS1606'REFERENCE MARK NO. 2--A 3/4-IN. IRON PIPE, DISTANCE 44.65 FT. FROM
 SS1606'STATION MARK S 01 DEGREES 23 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0944 ***********************************************************************
 TN0944  DESIGNATION -  GOAT
 TN0944  PID         -  TN0944
 TN0944  STATE/COUNTY-  MT/LINCOLN
 TN0944  USGS QUAD   -  TROY (1983)
 TN0944
 TN0944                         *CURRENT SURVEY CONTROL
 TN0944  ___________________________________________________________________
 TN0944* NAD 83(1992)-  48 24 23.33567(N)    115 58 25.44798(W)     ADJUSTED  
 TN0944* NAVD 88     -      1652.1    (meters)    5420.     (feet)  VERTCON   
 TN0944  ___________________________________________________________________
 TN0944  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 TN0944  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 TN0944
 TN0944  HORZ ORDER  -  THIRD
 TN0944
 TN0944.The horizontal coordinates were established by classical geodetic methods
 TN0944.and adjusted by the National Geodetic Survey in July 1992..
 TN0944
 TN0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0944
 TN0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0944
 TN0944.The geoid height was determined by GEOID03.
 TN0944
 TN0944;                    North         East     Units Scale Factor Converg.
 TN0944;SPC MT       -   481,666.690   121,396.291   MT  0.99969016   -4 44 08.0
 TN0944;SPC MT       - 1,580,271.29    398,281.79   iFT  0.99969016   -4 44 08.0
 TN0944;UTM  11      - 5,361,989.363   575,950.925   MT  0.99967087   +0 46 03.2
 TN0944
 TN0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0944!SPC MT       -   0.99974367  x   0.99969016  =   0.99943390
 TN0944!UTM  11      -   0.99974367  x   0.99967087  =   0.99941462
 TN0944
 TN0944:                Primary Azimuth Mark                     Grid Az
 TN0944:SPC MT       -  GROUSE                                   133 44 36.2
 TN0944:UTM  11      -  GROUSE                                   128 14 25.0
 TN0944
 TN0944|---------------------------------------------------------------------|
 TN0944| PID    Reference Object                     Distance      Geod. Az  |
 TN0944|                                                           dddmmss.s |
 TN0944| TN0943 GROUSE                              APPROX. 5.4 KM 1290028.2 |
 TN0944|---------------------------------------------------------------------|
 TN0944
 TN0944                          SUPERSEDED SURVEY CONTROL
 TN0944
 TN0944  NAD 83(1986)-  48 24 23.34782(N)    115 58 25.44612(W) AD(       ) 3
 TN0944  NAD 27      -  48 24 23.56629(N)    115 58 21.83615(W) AD(       ) 3
 TN0944  NGVD 29 (07/19/86) 1650.9    (m)         5416.     (f) VERT ANG       
 TN0944
 TN0944.Superseded values are not recommended for survey control.
 TN0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0944.See file dsdata.txt to determine how the superseded data were derived.
 TN0944
 TN0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7595161989(NAD 83)
 TN0944_MARKER: DD = SURVEY DISK
 TN0944_SETTING: 66 = SET IN ROCK OUTCROP
 TN0944_SP_SET: SET IN ROCK OUTCROP
 TN0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0944+STABILITY: POSITION/ELEVATION WELL
 TN0944
 TN0944  HISTORY     - Date     Condition        Report By
 TN0944  HISTORY     - 1949     MONUMENTED       USGS
 TN0944
 TN0944                          STATION DESCRIPTION
 TN0944
 TN0944'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 TN0944'LOCATED ABOUT 6.0 MI. (AIRLINE) W. OF TROY, MONTANA, ON A PROMINENT
 TN0944'PARTIALLY TIMBERED MOUNTAIN OVERLOOKING NORTH CALLAHAN CREEK.  STATION
 TN0944'IS 71.4 FT. WNW. FROM CENTER OF GOAT MOUNTAIN LOOKOUT TOWER.
 TN0944'
 TN0944'TO REACH FROM TROY PUBLIC SCHOOL, DRIVE SE. ON U.S. HIGHWAY 2 1.3 MI.,
 TN0944'TURN RIGHT AT SIGN --IRON CREEK ROAD-- (UPPER RD. OF 2 PARALLEL RDS.)
 TN0944'AND DRIVE 0.7 MI. TO NEILS LUMBER CO. ROAD, TURN LEFT ON OILED RD. 0.3
 TN0944'MI., THENCE RIGHT ON GRAVELED RD. 2.1 MI. TO T-RD. W. AND SIGN --TRAIL
 TN0944'148 3 MI.---, TURN RIGHT (W.) AND CONTINUE 1.7 MI. TO RD. FORKS, TAKE
 TN0944'RIGHT HAND RD. 0.5 MI., THENCE LEFT AT SIGN --GOAT L.O. 4 - TRAIL 148
 TN0944'1 MI.--, 1.0 MI. TO END OF TRUCK TRAVEL.  PACK WNW. ON WELL-DEFINED
 TN0944'TRAIL TO LOOKOUT AND STATION.  A 2-HOUR PACK.
 TN0944'
 TN0944'STATION MARK--STANDARD TABLET, STAMPED ---GOAT 1949---, CEMENTED IN
 TN0944'SOLID ROCK OUTCROP.
 TN0944'
 TN0944'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 1
 TN0944'1949---, CEMENTED IN ROCK, 27.75 FT. FROM STATION MARK,
 TN0944'S 67 DEG 15 MIN W.
 TN0944'
 TN0944'REFERENCE MARK NO. 2--CHISELED CROSS ON SW. CORNER OF THE NW. CONCRETE
 TN0944'TOWER FOUNDATION, 60.97 FT. FROM STATION MARK, N 52 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0617 ***********************************************************************
 ST0617  DESIGNATION -  GOAT
 ST0617  PID         -  ST0617
 ST0617  STATE/COUNTY-  MT/LAKE
 ST0617  USGS QUAD   -  PIPER-CROW PASS (1994)
 ST0617
 ST0617                         *CURRENT SURVEY CONTROL
 ST0617  ___________________________________________________________________
 ST0617* NAD 83(1992)-  47 36 18.72235(N)    113 58 31.56725(W)     ADJUSTED  
 ST0617* NAVD 88     -      2438.     (meters)    7999.     (feet)  SCALED    
 ST0617  ___________________________________________________________________
 ST0617  LAPLACE CORR-          15.38  (seconds)                    DEFLEC99
 ST0617  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 ST0617
 ST0617  HORZ ORDER  -  FIRST
 ST0617
 ST0617.The horizontal coordinates were established by classical geodetic methods
 ST0617.and adjusted by the National Geodetic Survey in July 1992..
 ST0617
 ST0617.The orthometric height was scaled from a topographic map.
 ST0617
 ST0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0617
 ST0617.The geoid height was determined by GEOID03.
 ST0617
 ST0617;                    North         East     Units Scale Factor Converg.
 ST0617;SPC MT       -   382,428.185   263,848.265   MT  0.99944612   -3 16 25.7
 ST0617;SPC MT       - 1,254,685.65    865,643.91   iFT  0.99944612   -3 16 25.7
 ST0617;UTM  12      - 5,276,711.674   276,366.814   MT  1.00021462   -2 11 53.9
 ST0617;UTM  11      - 5,276,854.579   727,325.428   MT  1.00023509   +2 14 04.7
 ST0617
 ST0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0617!SPC MT       -   0.99962028  x   0.99944612  =   0.99906661
 ST0617!UTM  12      -   0.99962028  x   1.00021462  =   0.99983482
 ST0617!UTM  11      -   0.99962028  x   1.00023509  =   0.99985528
 ST0617
 ST0617|---------------------------------------------------------------------|
 ST0617| PID    Reference Object                     Distance      Geod. Az  |
 ST0617|                                                           dddmmss.s |
 ST0617| CN3613 GOAT RM 1                            14.228 METERS 06234     |
 ST0617| CN3612 GOAT AZ MK                                         1152011.4 |
 ST0617| CN3614 GOAT RM 2                            12.087 METERS 17510     |
 ST0617|---------------------------------------------------------------------|
 ST0617
 ST0617                          SUPERSEDED SURVEY CONTROL
 ST0617
 ST0617  NAD 83(1986)-  47 36 18.73307(N)    113 58 31.55401(W) AD(       ) 1
 ST0617  NAD 27      -  47 36 18.96027(N)    113 58 28.17645(W) AD(       ) 1
 ST0617
 ST0617.Superseded values are not recommended for survey control.
 ST0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0617.See file dsdata.txt to determine how the superseded data were derived.
 ST0617
 ST0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT7636776712(NAD 83)
 ST0617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0617_SETTING: 66 = SET IN ROCK OUTCROP
 ST0617
 ST0617  HISTORY     - Date     Condition        Report By
 ST0617  HISTORY     - 1935     MONUMENTED       CGS
 ST0617  HISTORY     - 1939     SEE DESCRIPTION  CGS
 ST0617
 ST0617                          STATION DESCRIPTION
 ST0617
 ST0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 ST0617'ABOUT 8 MILES, AIRLINE, EAST OF PABLO AND ON WHAT IS LOCALLY
 ST0617'KNOWN AS GOAT PK., LOCATED IN R. 19 W., AND ALMOST ON LINE T.
 ST0617'21 AND 22 N., AND PROBABLY COMES WITHIN SEC. 1 OF T. 21 N.
 ST0617'
 ST0617'TO REACH FROM THE POST OFFICE IN PABLO, GO NORTH ON U.S. HIGHWAY
 ST0617'93 FOR 2.1 MILES, TURN RIGHT AS PER SIGN MUD LAKE TRAIL (THIS
 ST0617'POINT IS 6-1/2 MILES FROM POLSON), GO 2.3 MILES AND TURN RIGHT
 ST0617'AS PER SIGN TRAIL, GO 0.5 MILE, THEN TURN LEFT AS PER SIGN TRAIL,
 ST0617'GO 0.9 MILE, THEN TURN RIGHT AS PER SAME SIGN JUST AFTER
 ST0617'CROSSING CANAL, GO 0.1 MILE THEN TURN LEFT, THENCE RIGHT AND
 ST0617'GO 0.1 MILE AND TAKE RIGHT FORK, GO 0.1 MILE KEEPING RIGHT
 ST0617'FORK, GO 0.5 MILE TURN LEFT, GO TO THE END OF TRUCK TRAVEL
 ST0617'WHERE A NEW BLAZED TRAIL CROSSES ROAD, FOLLOW THE TRAIL TO
 ST0617'THE RIDGE FOR ABOUT 4 MILES THEN TURN RIGHT OFF TRAIL ABOUT
 ST0617'100 YARDS WEST OF WHERE IT BREAKS TO THE LEFT AND LEADS TO
 ST0617'A WATERFALL WHICH CAN BE SEEN, AN OLD TRAIL WILL BE FOUND
 ST0617'AFTER GOING TO THE RIGHT, WHICH KEEPS ALMOST ON THE SAME
 ST0617'CONTOUR FOR 1/2 MILE THEN SWINGS EAST UP A SHALLOW DRAW,
 ST0617'FOLLOW THE DRAW (VERY STEEP) TO THE TOP OF THE RIDGE, DROP DOWN
 ST0617'ON THE RIGHT SIDE OF THE RIDGE TO MISS THE ROCK LEDGES, GO
 ST0617'ABOUT 1/4 MILE, THEN ENTER A SECOND DRAW AND FOLLOW IT TO
 ST0617'THE EAST AND NORTH UP THE RIDGE TO THE TOP AND THE STATION.
 ST0617'THERE MAY BE A BETTER ROUTE TO REACH THE STATION BY
 ST0617'FOLLOWING THE TRAIL UP NORTH CROW CREEK, WHICH WAS BEING
 ST0617'WORKED ON BY THE INDIAN SERVICE IN 1935.  THIS TRAIL LEADS
 ST0617'INTO A LARGE BASIN ABOUT 1 MILE SOUTHEAST OF THE STATION
 ST0617'AND IT IS BELIEVED THAT HORSES CAN BE TAKEN TO WITHIN 1/2
 ST0617'MILE OF THE STATION BY THIS ROUTE.
 ST0617'
 ST0617'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 ST0617'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A RESPECTIVELY.
 ST0617'
 ST0617'REFERENCE MARK NO. 1 IS ABOUT 25 FEET NORTHEAST OF THE STATION.
 ST0617'
 ST0617'REFERENCE MARK NO. 2 IS ABOUT 30 FEET SOUTH OF THE STATION.
 ST0617'
 ST0617'MARKS SET AND TRIPOD BUILT.  STATION NOT OCCUPIED.
 ST0617
 ST0617                          STATION RECOVERY (1939)
 ST0617
 ST0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 ST0617'ABOUT 10 MILES, AIRLINE, EAST-SOUTHEAST OF POLSON, 7 MILES,
 ST0617'AIRLINE, EAST-NORTHEAST OF PABLO, ON THE HIGHEST POINT OF THE
 ST0617'ROCKY RIDGE KNOWN AS GOAT PK., IN THE SLOPING SURFACE OF THE
 ST0617'CLIFF TOP WHICH CAPS THE PEAK, 5 FEET EAST OF THE WEST EDGE
 ST0617'OF THE CLIFF WHICH IS ABOUT 1 FOOT HIGHER THAN THE STATION,
 ST0617'20 FEET WEST OF EAST EDGE OF RIDGE, AND IS STAMPED GOAT 1935.
 ST0617'BAROMETRIC ELEVATION OF THE STATION IS 7200 FEET.  (BAROMETER
 ST0617'NO. 1).
 ST0617'
 ST0617'TO REACH FROM POLSON, GO SOUTH ON U.S. HIGHWAY 93 FOR 8.5 MILES
 ST0617'TO PABLO, CONTINUE SOUTH FOR 1.8 MILES AND TURN LEFT (EAST)
 ST0617'OFF HIGHWAY ONTO A GRAVEL ROAD, AT A SIGN CROW CREEK TRAIL,
 ST0617'THEN GO 1.75 MILES AND TURN RIGHT (SOUTH) GO 0.25 MILE AND TURN
 ST0617'LEFT (EAST) GO 1.0 MILE AND TAKE RIGHT FORK, STRAIGHT AHEAD
 ST0617'(EAST), GO 0.25 MILE AND TURN RIGHT (SOUTH) AROUND A FENCE
 ST0617'CORNER, GO 0.1 MILE AND TAKE LEFT FORK (EAST), GO 0.3 MILE TO
 ST0617'A GATE, CONTINUE EAST ON THE MAIN TRAVELED ROAD FOR 1.0 MILE
 ST0617'TO THE END OF TRUCK TRAVEL AT CAMP GROUND AND CROW CREEK
 ST0617'TRAIL, FOLLOW MAIN GRADED TRAIL EAST AND NORTH UP CROW CREEK
 ST0617'TO A LOG CABIN, ABOUT 2 HOURS BY HORSES, CONTINUE NORTH
 ST0617'UP TRAIL FOR ABOUT 30 MINUTES TO THE FOOT OF A SERIES OF SHORT
 ST0617'SWITCHBACKS, (AZIMUTH MARK IS AT THE TOP OF THIS SERIES OF
 ST0617'SWITCHBACKS), HERE TAKE A DIM TRAIL TO THE LEFT WHICH
 ST0617'FOLLOWS UP THE CREEK, GO THE END OF THE TRAIL, ABOUT 10
 ST0617'MINUTES TRAVEL.  STATION IS ABOUT 1-1/2 HOURS NORTH AND
 ST0617'WEST OF THIS POINT AND IS ON THE NORTH AND SOUTH RIDGE
 ST0617'WITH A VERY STEEP ROCK SLIDE ON THE EAST SIDE.  THE BEST
 ST0617'ROUTE IS TO GO NORTH AND WEST INTO THE SADDLE OF THE RIDGE
 ST0617'SOUTH OF THE STATION, THEN NORTH ALONG THE RIDGE TO THE
 ST0617'STATION.
 ST0617'
 ST0617'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 ST0617'SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, 12A AND 12A
 ST0617'RESPECTIVELY.  THERE ARE NO UNDERGROUND OR WITNESS MARKS.
 ST0617'
 ST0617'REFERENCE MARK NO. 1 IS 10 FEET LOWER THAN THE STATION, SEPARATED
 ST0617'FROM THE STATION BY A SHALLOW DEPRESSION, AND IS STAMPED GOAT
 ST0617'NO. 1 1935.
 ST0617'
 ST0617'REFERENCE MARK NO. 2 IS 4 FEET LOWER THAN THE STATION, AT THE
 ST0617'TOP CENTER OF A 4- BY 4-FOOT PROJECTION OF ROCK, AND IS STAMPED
 ST0617'GOAT NO. 2 1935.
 ST0617'
 ST0617'AZIMUTH MARK IS ON THE WEST EDGE OF A SERIES OF CLIFFS WHICH
 ST0617'CHARACTERIZE THE WEST SLOPE OF THE RIDGE 1.5 MILES ACROSS THE
 ST0617'BASIN FROM THE STATION, 10 FEET WEST OF A HORSE TRAIL LEADING
 ST0617'UP TO A DIVIDE, ABOUT 10 MINUTES BEYOND POINT YOU LEAVE TRAIL
 ST0617'TO GO TO STATION, AT TOP OF SERIES OF VERY SHORT SWITCHBACKS.
 ST0617'THE MARK IS STAMPED GOAT 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1039 ***********************************************************************
 TN1039  DESIGNATION -  GOAT
 TN1039  PID         -  TN1039
 TN1039  STATE/COUNTY-  MT/FLATHEAD
 TN1039  USGS QUAD   -  MOUNT CARTER (1968)
 TN1039
 TN1039                         *CURRENT SURVEY CONTROL
 TN1039  ___________________________________________________________________
 TN1039* NAD 83(1992)-  48 59 57.55953(N)    114 07 25.26110(W)     ADJUSTED  
 TN1039* NAVD 88     -      1585.     (meters)    5200.     (feet)  SCALED    
 TN1039  ___________________________________________________________________
 TN1039  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 TN1039  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 TN1039
 TN1039  HORZ ORDER  -  THIRD
 TN1039
 TN1039.The horizontal coordinates were established by classical geodetic methods
 TN1039.and adjusted by the National Geodetic Survey in July 1992..
 TN1039
 TN1039.The orthometric height was scaled from a topographic map.
 TN1039
 TN1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1039
 TN1039.The geoid height was determined by GEOID03.
 TN1039
 TN1039;                    North         East     Units Scale Factor Converg.
 TN1039;SPC MT       -   537,775.226   261,868.786   MT  0.99999958   -3 22 56.1
 TN1039;SPC MT       - 1,764,354.42    859,149.56   iFT  0.99999958   -3 22 56.1
 TN1039;UTM  11      - 5,431,367.155   710,371.674   MT  1.00014371   +2 10 17.6
 TN1039
 TN1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1039!SPC MT       -   0.99975388  x   0.99999958  =   0.99975346
 TN1039!UTM  11      -   0.99975388  x   1.00014371  =   0.99989756
 TN1039
 TN1039:                Primary Azimuth Mark                     Grid Az
 TN1039:SPC MT       -  BOUNDARY MON 271 CD US                   274 16 00.9
 TN1039:UTM  11      -  BOUNDARY MON 271 CD US                   268 42 47.2
 TN1039
 TN1039|---------------------------------------------------------------------|
 TN1039| PID    Reference Object                     Distance      Geod. Az  |
 TN1039|                                                           dddmmss.s |
 TN1039| TN1095 BOUNDARY MON 271 CD US              426.481 METERS 2705304.8 |
 TN1039|---------------------------------------------------------------------|
 TN1039
 TN1039                          SUPERSEDED SURVEY CONTROL
 TN1039
 TN1039  NAD 83(1986)-  48 59 57.57017(N)    114 07 25.25533(W) AD(       ) 3
 TN1039
 TN1039.Superseded values are not recommended for survey control.
 TN1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1039.See file dsdata.txt to determine how the superseded data were derived.
 TN1039
 TN1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQQ1037231367(NAD 83)
 TN1039_MARKER: X = CHISELED CROSS
 TN1039_SETTING: 66 = SET IN ROCK OUTCROP
 TN1039_SP_SET: SET IN ROCK OUTCROP
 TN1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1039+STABILITY: POSITION/ELEVATION WELL
 TN1039
 TN1039  HISTORY     - Date     Condition        Report By
 TN1039  HISTORY     - 1933     MONUMENTED       IBC
 TN1039
 TN1039                          STATION DESCRIPTION
 TN1039
 TN1039'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1933 (JH)
 TN1039'ON THE INTERNATIONAL BOUNDARY, ON THE EAST SIDE OF KINTLA CREEK AND
 TN1039'ABOUT 23 METERS WEST OF THE ROCK WALL OF THE SOUTH SPUR OF RED
 TN1039'MOUNTAIN.
 TN1039'
 TN1039'STATION MARK--A CROSS CUT IN FLAT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0564 ***********************************************************************
 RW0564  DESIGNATION -  GOAT
 RW0564  PID         -  RW0564
 RW0564  STATE/COUNTY-  MT/MEAGHER
 RW0564  USGS QUAD   -  SCAB ROCK MOUNTAIN (1972)
 RW0564
 RW0564                         *CURRENT SURVEY CONTROL
 RW0564  ___________________________________________________________________
 RW0564* NAD 83(1992)-  46 11 34.91610(N)    110 33 31.21625(W)     ADJUSTED  
 RW0564* NAVD 88     -      2369.5    (meters)    7774.     (feet)  VERTCON   
 RW0564  ___________________________________________________________________
 RW0564  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 RW0564  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 RW0564
 RW0564  HORZ ORDER  -  THIRD
 RW0564
 RW0564.The horizontal coordinates were established by classical geodetic methods
 RW0564.and adjusted by the National Geodetic Survey in July 1992..
 RW0564
 RW0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0564
 RW0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0564
 RW0564.The geoid height was determined by GEOID03.
 RW0564
 RW0564;                    North         East     Units Scale Factor Converg.
 RW0564;SPC MT       -   216,475.883   518,321.319   MT  0.99949406   -0 46 27.9
 RW0564;SPC MT       -   710,222.71  1,700,529.26   iFT  0.99949406   -0 46 27.9
 RW0564;UTM  12      - 5,115,589.714   534,054.068   MT  0.99961426   +0 19 06.6
 RW0564
 RW0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0564!SPC MT       -   0.99963036  x   0.99949406  =   0.99912460
 RW0564!UTM  12      -   0.99963036  x   0.99961426  =   0.99924476
 RW0564
 RW0564                          SUPERSEDED SURVEY CONTROL
 RW0564
 RW0564  NAD 83(1986)-  46 11 34.91106(N)    110 33 31.20690(W) AD(       ) 3
 RW0564  NGVD 29 (06/12/92) 2368.3    (m)         7770.     (f) VERT ANG       
 RW0564
 RW0564.Superseded values are not recommended for survey control.
 RW0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0564.See file dsdata.txt to determine how the superseded data were derived.
 RW0564
 RW0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS3405415590(NAD 83)
 RW0564_MARKER: DD = SURVEY DISK
 RW0564_SETTING: 66 = SET IN ROCK OUTCROP
 RW0564_SP_SET: SET IN ROCK OUTCROP
 RW0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0564+STABILITY: POSITION/ELEVATION WELL
 RW0564
 RW0564  HISTORY     - Date     Condition        Report By
 RW0564  HISTORY     - 1948     MONUMENTED       USGS
 RW0564  HISTORY     - 1949     GOOD             USGS
 RW0564
 RW0564                          STATION DESCRIPTION
 RW0564
 RW0564'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 RW0564'STATION IS LOCATED ABOUT 16.0 MI. NE. OF WILSALL AND 13.0 MI. SE. OF
 RW0564'RINGLING, ON TOP OF HIGH NARROW MOUNTAIN KNOWN AS --GOAT MOUNTAIN--,
 RW0564'LOCATED AT SW. END OF MOUNTAIN RANGE, ABOUT 2.0 MI. E. OF SMITH CREEK.
 RW0564'
 RW0564'TO REACH STATION FROM WILSALL, ON HIGHWAY 89 OPPOSITE A FRAME CHURCH
 RW0564'ON N. SIDE OF TOWN, TURN RIGHT OFF HIGHWAY AND GO NE. ON GRAVEL RD.
 RW0564'UP SHIELDS RIVER VALLEY, 1.4 MI. TO RD. FORK, TAKE LEFT FORK AND GO
 RW0564'7.6 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE 6.5 MI. TO RD. FORK,
 RW0564'TAKE LEFT FORK AND GO 0.5 MI. TO RD. FORK, CONTINUE 0.1 MI. AND TURN
 RW0564'LEFT OFF RD., GO N. ACROSS COUNTRY, STAYING ON RIGHT SIDE OF DRAIN
 RW0564'1.1 MI. TO END OF TRUCK TRAVEL ON S. SLOPE OF MOUNTAIN, CONTINUE N.
 RW0564'TO TOP OF MOUNTAIN AND STATION (1 HR. 15-MIN. PACK).
 RW0564'
 RW0564'STATION MARK--STANDARD TABLET STAMPED---GOAT 1948--- SET IN ROCK
 RW0564'OUTCROP.
 RW0564'
 RW0564'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP,
 RW0564'14.90 FT. FROM STATION, N 26 DEG 28 MIN E,
 RW0564'STAMPED---GOAT NO. 1 1948---.
 RW0564'
 RW0564'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP,
 RW0564'13.60 FT. FROM STATION, S 82 DEG 34 MIN W,
 RW0564'STAMPED ---GOAT NO. 2 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0903 ***********************************************************************
 TM0903  DESIGNATION -  GOAT RESET
 TM0903  PID         -  TM0903
 TM0903  STATE/COUNTY-  MT/PONDERA
 TM0903  USGS QUAD   -  CRESCENT CLIFF (1995)
 TM0903
 TM0903                         *CURRENT SURVEY CONTROL
 TM0903  ___________________________________________________________________
 TM0903* NAD 83(1992)-  48 13 07.84472(N)    113 08 29.87177(W)     ADJUSTED  
 TM0903* NAVD 88     -      2498.2    (meters)    8196.     (feet)  VERTCON   
 TM0903  ___________________________________________________________________
 TM0903  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 TM0903  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 TM0903
 TM0903  HORZ ORDER  -  FIRST
 TM0903
 TM0903.The horizontal coordinates were established by classical geodetic methods
 TM0903.and adjusted by the National Geodetic Survey in July 1992..
 TM0903
 TM0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0903
 TM0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0903
 TM0903.The geoid height was determined by GEOID03.
 TM0903
 TM0903;                    North         East     Units Scale Factor Converg.
 TM0903;SPC MT       -   447,306.756   329,594.924   MT  0.99961516   -2 39 49.9
 TM0903;SPC MT       - 1,467,541.85  1,081,348.18   iFT  0.99961516   -2 39 49.9
 TM0903;UTM  12      - 5,342,841.925   340,924.897   MT  0.99991093   -1 35 50.4
 TM0903
 TM0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0903!SPC MT       -   0.99961069  x   0.99961516  =   0.99922600
 TM0903!UTM  12      -   0.99961069  x   0.99991093  =   0.99952165
 TM0903
 TM0903:                Primary Azimuth Mark                     Grid Az
 TM0903:SPC MT       -  GOAT RM                                  167 46 00.0
 TM0903:UTM  12      -  GOAT RM                                  166 42 00.5
 TM0903
 TM0903|---------------------------------------------------------------------|
 TM0903| PID    Reference Object                     Distance      Geod. Az  |
 TM0903|                                                           dddmmss.s |
 TM0903| CN3618 GOAT RM                                            1650610.1 |
 TM0903| CN3619 GOAT RM 1                             3.618 METERS 16550     |
 TM0903| CN3620 GOAT RM 2                             5.903 METERS 27729     |
 TM0903|---------------------------------------------------------------------|
 TM0903
 TM0903                          SUPERSEDED SURVEY CONTROL
 TM0903
 TM0903  NAD 83(1986)-  48 13 07.85394(N)    113 08 29.86144(W) AD(       ) 1
 TM0903  NAD 27      -  48 13 08.00287(N)    113 08 26.56934(W) AD(       ) 1
 TM0903  NGVD 29 (07/19/86) 2496.9    (m)         8192.     (f) VERT ANG       
 TM0903
 TM0903.Superseded values are not recommended for survey control.
 TM0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0903.See file dsdata.txt to determine how the superseded data were derived.
 TM0903
 TM0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU4092542842(NAD 83)
 TM0903_MARKER: Z = SEE DESCRIPTION
 TM0903_SETTING: 66 = SET IN ROCK OUTCROP
 TM0903
 TM0903  HISTORY     - Date     Condition        Report By
 TM0903  HISTORY     - 1963     MONUMENTED       CGS
 TM0903  HISTORY     - 1963     GOOD             NGS
 TM0903
 TM0903                          STATION DESCRIPTION
 TM0903
 TM0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0903'THE STATION IS LOCATED ABOUT 24 MILES SOUTH-SOUTHWEST OF BROWNING,
 TM0903'17 MILES SOUTH OF EAST GLACIER AND 15 MILES WEST-SOUTHWEST OF
 TM0903'HEART BUTTE, ON GOAT MOUNTAIN.
 TM0903'
 TM0903'THE STATION WAS REACHED BY HELICOPTER.
 TM0903'
 TM0903'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 TM0903'STAMPED GOAT 1956 8195 FEET DATUM VA, SET IN A DRILL HOLE IN
 TM0903'BEDROCK.  IT IS 9 FEET SOUTHWEST OF A CLIFF ON THE NORTHEAST
 TM0903'SIDE OF THE MOUNTAIN.
 TM0903'
 TM0903'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOAT USGS NO 1
 TM0903'1963, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 7 FEET
 TM0903'SOUTHWEST OF THE CLIFF AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0903'
 TM0903'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOAT USGS NO 2
 TM0903'1963, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 16
 TM0903'FEET SOUTHWEST OF THE CLIFF AND ABOUT 2 FEET LOWER THAN THE
 TM0903'STATION.
 TM0903'
 TM0903'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GOAT USGS 1963,
 TM0903'SET IN A DRILL HOLE IN A ROCK LEDGE.  IT IS 9 FEET NORTHEAST
 TM0903'OF A CAIRN, 5.5 FEET WEST OF THE EAST EDGE OF THE LEDGE AND ABOUT
 TM0903'100 YARDS SOUTH OF A SADDLE IN THE MOUNTAIN.  TO REACH THE MARK
 TM0903'FROM THE STATION, PACK SOUTHERLY ALONG THE EAST EDGE OF THE
 TM0903'MOUNTAIN FOR ABOUT 1/4 MILE TO THE SADDLE AND THE MARK.
 TM0903
 TM0903                          STATION RECOVERY (1963)
 TM0903
 TM0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TM0903'STATION MARK--STANDARD BRONZE USGS TABLET, SET IN ROCK OUTCROP, AND
 TM0903'STAMPED ---8195 VA 1911-6-11 GOAT 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0509 ***********************************************************************
 ST0509  DESIGNATION -  GOBBLER
 ST0509  PID         -  ST0509
 ST0509  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0509  USGS QUAD   -  KRONE RANCH (1963)
 ST0509
 ST0509                         *CURRENT SURVEY CONTROL
 ST0509  ___________________________________________________________________
 ST0509* NAD 83(1992)-  47 17 28.29833(N)    112 19 11.38524(W)     ADJUSTED  
 ST0509* NAVD 88     -      1547.1    (meters)    5076.     (feet)  VERTCON   
 ST0509  ___________________________________________________________________
 ST0509  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 ST0509  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 ST0509
 ST0509  HORZ ORDER  -  SECOND
 ST0509
 ST0509.The horizontal coordinates were established by classical geodetic methods
 ST0509.and adjusted by the National Geodetic Survey in July 1992..
 ST0509
 ST0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0509
 ST0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0509
 ST0509.The geoid height was determined by GEOID03.
 ST0509
 ST0509;                    North         East     Units Scale Factor Converg.
 ST0509;SPC MT       -   341,767.749   386,876.138   MT  0.99940443   -2 03 45.8
 ST0509;SPC MT       - 1,121,285.27  1,269,278.67   iFT  0.99940443   -2 03 45.8
 ST0509;UTM  12      - 5,238,368.924   400,206.377   MT  0.99972239   -0 58 11.7
 ST0509
 ST0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0509!SPC MT       -   0.99975966  x   0.99940443  =   0.99916423
 ST0509!UTM  12      -   0.99975966  x   0.99972239  =   0.99948212
 ST0509
 ST0509:                Primary Azimuth Mark                     Grid Az
 ST0509:SPC MT       -  MOUNTAIN STS TEL MICROWAVE MST           066 40 37.4
 ST0509:UTM  12      -  MOUNTAIN STS TEL MICROWAVE MST           065 35 03.3
 ST0509
 ST0509|---------------------------------------------------------------------|
 ST0509| PID    Reference Object                     Distance      Geod. Az  |
 ST0509|                                                           dddmmss.s |
 ST0509| ST0493 MOUNTAIN STS TEL MICROWAVE MST      APPROX.20.4 KM 0643651.6 |
 ST0509| CN3622 GOBBLER RM 1                         15.567 METERS 11433     |
 ST0509| CN3621 GOBBLER AZ MK                                      1762250.1 |
 ST0509| CN3623 GOBBLER RM 2                         12.476 METERS 27204     |
 ST0509|---------------------------------------------------------------------|
 ST0509
 ST0509                          SUPERSEDED SURVEY CONTROL
 ST0509
 ST0509  NAD 83(1986)-  47 17 28.30356(N)    112 19 11.36879(W) AD(       ) 2
 ST0509  NAD 27      -  47 17 28.49980(N)    112 19 08.31030(W) AD(       ) 2
 ST0509  NGVD 29 (07/19/86) 1546.1    (m)         5072.     (f) VERT ANG       
 ST0509
 ST0509.Superseded values are not recommended for survey control.
 ST0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0509.See file dsdata.txt to determine how the superseded data were derived.
 ST0509
 ST0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT0020638369(NAD 83)
 ST0509_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0509
 ST0509  HISTORY     - Date     Condition        Report By
 ST0509  HISTORY     - 1961     MONUMENTED       CGS
 ST0509
 ST0509                          STATION DESCRIPTION
 ST0509
 ST0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0509'THE STATION IS ON THE HIGHEST POINT OF GOBBLERS KNOB.  IT IS
 ST0509'ABOUT 14-1/2 MILES SOUTH-SOUTHEAST OF AUGUSTA AND 7-1/2 MILES
 ST0509'WEST OF BOWMANS CORNER.  IT IS ON THE DEARBORN RANCH.
 ST0509'
 ST0509'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 287
 ST0509'AND 20 AT BOWMANS CORNER, GO SOUTHWEST ON HIGHWAY 20 FOR 0.95
 ST0509'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 ST0509'GRAVELED ROAD FOR 2.8 MILES TO A GATE ACROSS THE MAIN ROAD.
 ST0509'CONTINUE NORTHERLY ON THE MAIN ROAD FOR 0.9 MILE TO A SIDE
 ST0509'ROAD LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.75 MILE TO AN OLD
 ST0509'HOUSE ON THE LEFT.  CONTINUE FOR 0.75 MILE TO A GATE.  PASS
 ST0509'THROUGH AND GO 0.95 MILE TO A CATTLEGUARD.  PASS OVER AND
 ST0509'CONTINUE 0.25 MILE TO A THREEWAY FORK JUST NORTH OF A FARM HOUSE.
 ST0509'TAKE THE RIGHT ROAD AND GO 0.15 MILE TO A GATE AT THE LEFT
 ST0509'SIDE OF A CORRAL.  PASS THROUGH AND CONTINUE 0.05 MILE TO
 ST0509'A GATE.  PASS THROUGH AND CONTINUE SOUTHWEST ON TRACK ROAD
 ST0509'FOR 1.25 MILES TO THE TOP OF A RIDGE.  TURN RIGHT ALONG
 ST0509'TOP OF RIDGE AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ST0509'CONTINUE AHEAD ABOUT 100 FEET, THEN TURN RIGHT, DOWN HILL,
 ST0509'AND GO 0.35 MILE TO A SADDLE.  TURN RIGHT, UP STEEP HILL,
 ST0509'AND GO 0.2 MILE TO THE TOP OF THE HILL AND THE STATION.  A
 ST0509'FOUR-WHEEL DRIVE TRUCK IS NEEDED FOR THE LAST MILEAGE.
 ST0509'
 ST0509'THE STATION MARKS ARE STANDARD DISKS, STAMPED GOBBLER 1961.
 ST0509'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 ST0509'POST PROJECTING 6 INCHES.  IT IS 184 FEET WEST OF THE EAST
 ST0509'END OF THE HILL AND 5 FEET SOUTH OF THE EDGE OF THE BLUFF.
 ST0509'
 ST0509'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOBBLER NO 1 1961,
 ST0509'CEMENTED IN A DRILL HOLE IN THE SLANTING, EAST SIDE OF AN OUTCROP
 ST0509'OF BEDROCK PROJECTING 5 INCHES.  IT IS 135 FEET WEST OF THE EAST
 ST0509'END OF THE HILL.
 ST0509'
 ST0509'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOBBLER NO 2 1961,
 ST0509'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 ST0509'7 INCHES.  IT IS 9 FEET EAST OF A THREE-TRUNKED, SMALL PINE
 ST0509'TREE AND 4 FEET LOWER THAN THE STATION.
 ST0509'
 ST0509'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GOBBLER 1961,
 ST0509'CEMENTED IN A DRILL HOLE IN THE TOP OF A 5 X 14 FOOT OUTCROP
 ST0509'OF BEDROCK FLUSH ON THE EAST SIDE AND PROJECTING 2 FEET ON
 ST0509'THE NORTHWEST SIDE.  IT IS 35 FEET NORTHWEST OF THE CENTERLINE
 ST0509'OF THE TRACK ROAD AND 5 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0720 ***********************************************************************
 QX0720  DESIGNATION -  GOBBLER
 QX0720  PID         -  QX0720
 QX0720  STATE/COUNTY-  MT/PARK
 QX0720  USGS QUAD   -  GOBBLERS KNOB (1951)
 QX0720
 QX0720                         *CURRENT SURVEY CONTROL
 QX0720  ___________________________________________________________________
 QX0720* NAD 83(1992)-  45 50 56.74253(N)    110 42 17.59657(W)     ADJUSTED  
 QX0720* NAVD 88     -      1870.5    (meters)    6137.     (feet)  VERTCON   
 QX0720  ___________________________________________________________________
 QX0720  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 QX0720  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 QX0720
 QX0720  HORZ ORDER  -  THIRD
 QX0720
 QX0720.The horizontal coordinates were established by classical geodetic methods
 QX0720.and adjusted by the National Geodetic Survey in July 1992..
 QX0720
 QX0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0720
 QX0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0720
 QX0720.The geoid height was determined by GEOID03.
 QX0720
 QX0720;                    North         East     Units Scale Factor Converg.
 QX0720;SPC MT       -   178,431.698   506,453.441   MT  0.99959662   -0 52 53.0
 QX0720;SPC MT       -   585,405.83  1,661,592.65   iFT  0.99959662   -0 52 53.0
 QX0720;UTM  12      - 5,077,323.490   522,913.249   MT  0.99960645   +0 12 42.3
 QX0720
 QX0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0720!SPC MT       -   0.99970855  x   0.99959662  =   0.99930528
 QX0720!UTM  12      -   0.99970855  x   0.99960645  =   0.99931511
 QX0720
 QX0720:                Primary Azimuth Mark                     Grid Az
 QX0720:SPC MT       -  KROHNE                                   333 13 31.1
 QX0720:UTM  12      -  KROHNE                                   332 07 55.8
 QX0720
 QX0720|---------------------------------------------------------------------|
 QX0720| PID    Reference Object                     Distance      Geod. Az  |
 QX0720|                                                           dddmmss.s |
 QX0720| QX0739 KROHNE                              APPROX.11.3 KM 3322038.1 |
 QX0720|---------------------------------------------------------------------|
 QX0720
 QX0720                          SUPERSEDED SURVEY CONTROL
 QX0720
 QX0720  NAD 83(1986)-  45 50 56.73761(N)    110 42 17.58762(W) AD(       ) 3
 QX0720  NAD 27      -  45 50 56.97584(N)    110 42 14.80942(W) AD(       ) 3
 QX0720  NGVD 29 (07/19/86) 1869.3    (m)         6133.     (f) VERT ANG       
 QX0720
 QX0720.Superseded values are not recommended for survey control.
 QX0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0720.See file dsdata.txt to determine how the superseded data were derived.
 QX0720
 QX0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR2291377323(NAD 83)
 QX0720_MARKER: DD = SURVEY DISK
 QX0720_SETTING: 66 = SET IN ROCK OUTCROP
 QX0720_SP_SET: SET IN ROCK OUTCROP
 QX0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0720+STABILITY: POSITION/ELEVATION WELL
 QX0720
 QX0720  HISTORY     - Date     Condition        Report By
 QX0720  HISTORY     - 1948     MONUMENTED       USGS
 QX0720
 QX0720                          STATION DESCRIPTION
 QX0720
 QX0720'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0720'STATION LOCATED ABOUT 14.0 MI. (AIRLINE) NW. OF LIVINGSTON, ABOUT
 QX0720'5.0 MI. (AIRLINE) SW. OF CLYDE PARK, ON PROMINENT TOP OF DIVIDE
 QX0720'BETWEEN BRACKETT CREEK AND CANYON CREEK.
 QX0720'
 QX0720'TO REACH STATION FROM CLYDE PARK POST OFFICE, DRIVE S. 1/2 BLOCK, TURN
 QX0720'RIGHT (W.) 1 BLOCK TO U.S. HIGHWAY 89, TURN LEFT (S.) 0.2 MI. TO
 QX0720'JUNCTION, TURN RIGHT (W.) ON GRAVEL RD., KEEPING RIGHT AROUND
 QX0720'ELEVATORS AND RAILROAD YARD, ACROSS SHIELDS RIVER 1.6 MI. TO FORKS,
 QX0720'TAKE RIGHT FORK ALONG BRACKETT CREEK 5.0 MI. TO RANCH RD. JUNCTION,
 QX0720'TURN LEFT OFF MAIN RD. 0.9 MI. TO RANCH BUILDINGS, TURN LEFT ON
 QX0720'TRACK RD. ALONG FENCE 0.4 MI. TO GATE, CONTINUE 0.95 MI. ACROSS
 QX0720'FIELD TO GATE ON S. SIDE, CONTINUE 0.3 MI. TO FORKS, TAKE LEFT
 QX0720'FORK 0.2 MI. TO GATE, CONTINUE 1.3 MI. INTO SADDLE AND END OF TRUCK
 QX0720'TRAVEL, PACK UP TO HIGHEST POINT AND STATION SITE, A 5 MINUTE PACK.
 QX0720'
 QX0720'STATION MARK--STANDARD TABLET, STAMPED ---GOBBLER 1948---, CEMENTED
 QX0720'IN ROCK.
 QX0720'
 QX0720'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---GOBBLER
 QX0720'NO. 1 1948---, CEMENTED IN ROCK, 36.52 FT. FROM STATION,
 QX0720'S 74 DEG 03 MIN W.
 QX0720'
 QX0720'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---GOBBLER
 QX0720'NO. 2 1948---, CEMENTED IN ROCK, 17.14 FT. FROM STATION,
 QX0720'N 86 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0955 ***********************************************************************
 RX0955  DESIGNATION -  GOLD
 RX0955  PID         -  RX0955
 RX0955  STATE/COUNTY-  MT/POWELL
 RX0955  USGS QUAD   -  GARRISON (1989)
 RX0955
 RX0955                         *CURRENT SURVEY CONTROL
 RX0955  ___________________________________________________________________
 RX0955* NAD 83(1992)-  46 33 44.81189(N)    112 52 08.52596(W)     ADJUSTED  
 RX0955* NAVD 88     -      1405.1    (meters)    4610.     (feet)  VERTCON   
 RX0955  ___________________________________________________________________
 RX0955  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 RX0955  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RX0955
 RX0955  HORZ ORDER  -  SECOND
 RX0955
 RX0955.The horizontal coordinates were established by classical geodetic methods
 RX0955.and adjusted by the National Geodetic Survey in July 1992..
 RX0955
 RX0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0955
 RX0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0955
 RX0955.The geoid height was determined by GEOID03.
 RX0955
 RX0955;                    North         East     Units Scale Factor Converg.
 RX0955;SPC MT       -   262,516.748   341,908.948   MT  0.99942330   -2 27 52.1
 RX0955;SPC MT       -   861,275.42  1,121,748.52   iFT  0.99942330   -2 27 52.1
 RX0955;UTM  12      - 5,158,239.228   356,751.045   MT  0.99985223   -1 21 26.6
 RX0955
 RX0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0955!SPC MT       -   0.99978185  x   0.99942330  =   0.99920528
 RX0955!UTM  12      -   0.99978185  x   0.99985223  =   0.99963412
 RX0955
 RX0955:                Primary Azimuth Mark                     Grid Az
 RX0955:SPC MT       -  GOLD AZ MK                               130 33 09.1
 RX0955:UTM  12      -  GOLD AZ MK                               129 26 43.6
 RX0955
 RX0955|---------------------------------------------------------------------|
 RX0955| PID    Reference Object                     Distance      Geod. Az  |
 RX0955|                                                           dddmmss.s |
 RX0955| CN3624 GOLD AZ MK                                         1280517.0 |
 RX0955| CN3625 GOLD RM 1                            11.522 METERS 15138     |
 RX0955| CN3626 GOLD RM 2                            17.435 METERS 31419     |
 RX0955|---------------------------------------------------------------------|
 RX0955
 RX0955                          SUPERSEDED SURVEY CONTROL
 RX0955
 RX0955  NAD 83(1986)-  46 33 44.81516(N)    112 52 08.52071(W) AD(       ) 2
 RX0955  NAD 27      -  46 33 45.06900(N)    112 52 05.34700(W) AD(       ) 2
 RX0955  NGVD 29 (07/19/86) 1404.0    (m)         4606.     (f) VERT ANG       
 RX0955
 RX0955.Superseded values are not recommended for survey control.
 RX0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0955.See file dsdata.txt to determine how the superseded data were derived.
 RX0955
 RX0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS5675158239(NAD 83)
 RX0955_MARKER: DS = TRIANGULATION STATION DISK
 RX0955_SETTING: 0 = UNSPECIFIED SETTING
 RX0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0955
 RX0955  HISTORY     - Date     Condition        Report By
 RX0955  HISTORY     - 1934     MONUMENTED       CGS
 RX0955  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RX0955  HISTORY     - 1956     GOOD             USGS
 RX0955  HISTORY     - 19851106 GOOD             USGS
 RX0955  HISTORY     - 19851106 GOOD             USPSQD
 RX0955
 RX0955                          STATION DESCRIPTION
 RX0955
 RX0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RX0955'STATION IS ABOUT 13 MILES SE AIR LINE OF DRUMMOND, AND ABOUT
 RX0955'3 MILES AIR LINE SE OF GOLD CREEK.  STATION IS ON A SMALL
 RX0955'HILL JUST TO THE LEFT OF U.S. HIGHWAY 10.
 RX0955'
 RX0955'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 RX0955'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 RX0955'
 RX0955'AZIMUTH MARK IS ON THE RIGHT SIDE OF THE MAIN HIGHWAY 0.3
 RX0955'MILE E OF WHERE THE ROAD LEADS OFF TO THE STATION.  THE MARK
 RX0955'IS SET IN A DRILL HOLE IN A CULVERT.
 RX0955'
 RX0955'TO REACH THE STATION FROM DRUMMOND--GO E ON U.S. HIGHWAY 10
 RX0955'FOR 15.1 MILES TO WHERE A DIRT ROAD LEADS OFF TO THE LEFT
 RX0955'NEAR A GROUP OF BUILDINGS.  TAKE THIS ROAD TO THE LEFT AND GO
 RX0955'ABOUT 0.5 MILE AND TURN OFF ROAD TO LEFT.  FROM HERE HEAD
 RX0955'UP THE SMALL HILL TO THE LEFT.  A LIGHT TRUCK MAY BE DRIVEN
 RX0955'TO THE TOP OF THE HILL AND STATION.
 RX0955
 RX0955                          STATION RECOVERY (1956)
 RX0955
 RX0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0955'THIS STATION WAS NOT OCCUPIED.
 RX0955'
 RX0955'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  A
 RX0955'NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 RX0955'
 RX0955'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10N
 RX0955'AND 10S AT THE OVERHEAD PASS IN GARRISON, GO WEST ON U.S.
 RX0955'HIGHWAY 10 FOR 4.5 MILES TO A CROSSROAD.  TURN RIGHT (NORTH)
 RX0955'AND FOLLOW A GRAVELED ROAD FOR 0.8 MILE TO A RAILROAD TRACK,
 RX0955'CROSS TRACK AND TURN LEFT FOR ABOUT 100 FEET TO A GATE.  GO
 RX0955'THROUGH GATE, THEN SHARP RIGHT THROUGH ANOTHER GATE.  THEN
 RX0955'LEFT FOR ABOUT 100 FEET TO ANOTHER GATE.  GO THROUGH GATE,
 RX0955'TURN SHARP RIGHT AND FOLLOW A FENCE LINE FOR 0.2 MILE.  TURN
 RX0955'LEFT AND GO ACROSS COUNTRY AND UPHILL TO THE TOP OF HILL
 RX0955'AND STATION.
 RX0955'
 RX0955'NOTE--IT WAS NOTED THAT THE BEARING, DISTANCES AND DIRECTIONS
 RX0955'TO BOTH REFERENCE MARKS WERE SWITCHED ABOUT.  THAT IS, REFERENCE
 RX0955'MARK 1 SHOULD HAVE BEEN REFERENCE MARK 2 AND VICE VERSA.
 RX0955
 RX0955                          STATION RECOVERY (1956)
 RX0955
 RX0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RX0955'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46112-4, STATION 1005.
 RX0955'
 RX0955'STATION --GOLD USC AND GS 1934-- WAS RECOVERED IN GOOD CONDITION BY
 RX0955'USGS IN 1956 AS DESCRIBED.
 RX0955'
 RX0955'NOTE--DIRT RD. TURNOFF FROM U.S. HIGHWAY 10 IS MAIN IMPROVED RD. TO
 RX0955'THE ANDERSON MINES.
 RX0955'
 RX0955'A SPUR LINE OF THE NORTHERN PACIFIC RAILROAD RUNS PARALLEL WITH THE
 RX0955'ANDERSON MINE ROAD TO CROSSING AT TURNOFF TO CLIMB HILL TO STATION
 RX0955'GOLD.
 RX0955'
 RX0955'STATION WAS NOT REOCCUPIED BY NGS DURING 1956 SURVEYS IN AREA.
 RX0955'
 RX0955'STATION MARK--USC AND GS STANDARD BRONZE DISK STAMPED---GOLD 1934---.
 RX0955
 RX0955                          STATION RECOVERY (1985)
 RX0955
 RX0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (TGO)
 RX0955'RECOVERED IN GOOD CONDITION.
 RX0955
 RX0955                          STATION RECOVERY (1985)
 RX0955
 RX0955'RECOVERY NOTE BY US POWER SQUADRON 1985 (TGO)
 RX0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0956 ***********************************************************************
 RX0956  DESIGNATION -  GOLD HILL
 RX0956  PID         -  RX0956
 RX0956  STATE/COUNTY-  MT/POWELL
 RX0956  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0956
 RX0956                         *CURRENT SURVEY CONTROL
 RX0956  ___________________________________________________________________
 RX0956* NAD 83(1992)-  46 30 23.94696(N)    112 57 03.39522(W)     ADJUSTED  
 RX0956* NAVD 88     -      1684.3    (meters)    5526.     (feet)  VERTCON   
 RX0956  ___________________________________________________________________
 RX0956  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 RX0956  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RX0956
 RX0956  HORZ ORDER  -  SECOND
 RX0956
 RX0956.The horizontal coordinates were established by classical geodetic methods
 RX0956.and adjusted by the National Geodetic Survey in July 1992..
 RX0956
 RX0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0956
 RX0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0956
 RX0956.The geoid height was determined by GEOID03.
 RX0956
 RX0956;                    North         East     Units Scale Factor Converg.
 RX0956;SPC MT       -   256,597.129   335,365.216   MT  0.99943136   -2 31 27.8
 RX0956;SPC MT       -   841,854.10  1,100,279.58   iFT  0.99943136   -2 31 27.8
 RX0956;UTM  12      - 5,152,191.547   350,320.190   MT  0.99987539   -1 24 56.1
 RX0956
 RX0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0956!SPC MT       -   0.99973811  x   0.99943136  =   0.99916962
 RX0956!UTM  12      -   0.99973811  x   0.99987539  =   0.99961353
 RX0956
 RX0956|---------------------------------------------------------------------|
 RX0956| PID    Reference Object                     Distance      Geod. Az  |
 RX0956|                                                           dddmmss.s |
 RX0956| CN3628 GOLD HILL RM 1                       10.814 METERS 02519     |
 RX0956| CN3627 GOLD HILL AZ MK                                    1585006.0 |
 RX0956| CN3629 GOLD HILL RM 2                       13.860 METERS 16414     |
 RX0956|---------------------------------------------------------------------|
 RX0956
 RX0956                          SUPERSEDED SURVEY CONTROL
 RX0956
 RX0956  NAD 83(1986)-  46 30 23.95165(N)    112 57 03.39321(W) AD(       ) 2
 RX0956  NAD 27      -  46 30 24.21100(N)    112 57 00.21400(W) AD(       ) 2
 RX0956  NGVD 29 (05/15/92) 1683.1    (m)         5522.     (f) VERT ANG       
 RX0956
 RX0956.Superseded values are not recommended for survey control.
 RX0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0956.See file dsdata.txt to determine how the superseded data were derived.
 RX0956
 RX0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS5032052192(NAD 83)
 RX0956_MARKER: DS = TRIANGULATION STATION DISK
 RX0956_SETTING: 0 = UNSPECIFIED SETTING
 RX0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0956
 RX0956  HISTORY     - Date     Condition        Report By
 RX0956  HISTORY     - 1956     MONUMENTED       CGS
 RX0956  HISTORY     - 1956     GOOD             CGS
 RX0956
 RX0956                          STATION DESCRIPTION
 RX0956
 RX0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0956'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY RIDGE
 RX0956'LOCALLY KNOWN AS GOLD HILL, ABOUT 7 MILES SOUTHWEST OF GARRISON,
 RX0956'6 MILES SOUTH OF GOLD CREEK, AND 14 FEET NORTHWEST OF A 4
 RX0956'IN X 4 IN WHITE WITNESS POST.
 RX0956'
 RX0956'TO REACH THE STATION FROM THE POST OFFICE IN GOLD CREEK, GO
 RX0956'SOUTH ON GRAVELED ROAD FOR 3.6 MILES TO A FORK, TAKE LEFT
 RX0956'ROAD AND GO 1.9 MILE TO A FORK, TAKE RIGHT ROAD AND GO 0.3
 RX0956'MILE TO A FORK, TAKE LEFT ROAD AND GO 0.1 MILE TO A FORK,
 RX0956'TAKE RIGHT ROAD AND GO 0.7 MILE TO A FORK, TAKE LEFT ROAD
 RX0956'AND GO 1.2 MILE TO A DIM REVERSE FORK, TURN SHARP LEFT AND
 RX0956'GO UP HILL ON TRACK ROAD FOR 0.2 MILE TO THE TOP OF RIDGE,
 RX0956'BEAR LEFT AND FOLLOW ALONG THE RIDGE FOR 0.5 MILE TO THE
 RX0956'AZIMUTH MARK ON THE LEFT, CONTINUE ON TRACK ROAD FOR 0.3 MILE
 RX0956'TO THE STATION.
 RX0956'
 RX0956'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 RX0956'STAMPED GOLD HILL 1949.
 RX0956'
 RX0956'REFERENCE MARK 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RX0956'GOLD HILL (USFS) NO 1 1956.
 RX0956'
 RX0956'REFERENCE MARK 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 RX0956'GOLD HILL (USFS) NO 2 1956.
 RX0956'
 RX0956'THE AZIMUTH MARK IS 4 FEET NORTH OF A CAIRN.  THE MARK PROJECTS
 RX0956'6 INCHES, AND THE DISK IS STAMPED GOLD HILL (USFS) 1956.
 RX0956
 RX0956                          STATION RECOVERY (1956)
 RX0956
 RX0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 RX0956'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46112-4, STATION 1006.
 RX0956'
 RX0956'RECOVERED IN GOOD CONDITION BY USGS IN 1956 AS DESCRIBED.
 RX0956'
 RX0956'STATION MARK--DISK STAMPED---GOLD HILL 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0594 ***********************************************************************
 ST0594  DESIGNATION -  GOLD PEAK ET
 ST0594  PID         -  ST0594
 ST0594  STATE/COUNTY-  MT/MISSOULA
 ST0594  USGS QUAD   -  GOLD CREEK PEAK (1965)
 ST0594
 ST0594                         *CURRENT SURVEY CONTROL
 ST0594  ___________________________________________________________________
 ST0594* NAD 83(1992)-  47 04 00.55287(N)    113 41 57.49352(W)     ADJUSTED  
 ST0594* NAVD 88     -      2197.8    (meters)    7211.     (feet)  VERTCON   
 ST0594  ___________________________________________________________________
 ST0594  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 ST0594  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 ST0594
 ST0594  HORZ ORDER  -  THIRD
 ST0594
 ST0594.The horizontal coordinates were established by classical geodetic methods
 ST0594.and adjusted by the National Geodetic Survey in July 1992..
 ST0594
 ST0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0594
 ST0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0594
 ST0594.The geoid height was determined by GEOID03.
 ST0594
 ST0594;                    North         East     Units Scale Factor Converg.
 ST0594;SPC MT       -   321,545.037   281,362.456   MT  0.99939308   -3 04 18.5
 ST0594;SPC MT       - 1,054,937.79    923,105.17   iFT  0.99939308   -3 04 18.5
 ST0594;UTM  12      - 5,216,125.643   295,045.248   MT  1.00011630   -1 58 37.1
 ST0594
 ST0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0594!SPC MT       -   0.99965778  x   0.99939308  =   0.99905107
 ST0594!UTM  12      -   0.99965778  x   1.00011630  =   0.99977404
 ST0594
 ST0594:                Primary Azimuth Mark                     Grid Az
 ST0594:SPC MT       -  SHEEP                                    214 50 19.4
 ST0594:UTM  12      -  SHEEP                                    213 44 38.0
 ST0594
 ST0594|---------------------------------------------------------------------|
 ST0594| PID    Reference Object                     Distance      Geod. Az  |
 ST0594|                                                           dddmmss.s |
 ST0594| RX0993 SHEEP                               APPROX.15.6 KM 2114600.9 |
 ST0594|---------------------------------------------------------------------|
 ST0594
 ST0594                          SUPERSEDED SURVEY CONTROL
 ST0594
 ST0594  NAD 83(1986)-  47 04 00.56204(N)    113 41 57.48524(W) AD(       ) 3
 ST0594  NAD 27      -  47 04 00.82204(N)    113 41 54.13557(W) AD(       ) 3
 ST0594  NGVD 29 (07/19/86) 2196.6    (m)         7207.     (f) VERT ANG       
 ST0594
 ST0594.Superseded values are not recommended for survey control.
 ST0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0594.See file dsdata.txt to determine how the superseded data were derived.
 ST0594
 ST0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT9504516126(NAD 83)
 ST0594_MARKER: DD = SURVEY DISK
 ST0594_SETTING: 66 = SET IN ROCK OUTCROP
 ST0594_SP_SET: SET IN ROCK OUTCROP
 ST0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0594+STABILITY: POSITION/ELEVATION WELL
 ST0594
 ST0594  HISTORY     - Date     Condition        Report By
 ST0594  HISTORY     - 1965     MONUMENTED       USGS
 ST0594
 ST0594                          STATION DESCRIPTION
 ST0594
 ST0594'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0594'MISSOULA, 13.5 MI. N. AND 14.5 AIR MI. E. OF, ON GOLD PEAK, ABOUT 200
 ST0594'FT. N. OF DESTROYED L.O.T. ON HIGHEST POINT OF RIDGE.  REACHED BY
 ST0594'HELICOPTER.
 ST0594'
 ST0594'STATION MARK - STANDARD USGS TABLET CEMENTED IN ROCK, STAMPED --- GOLD
 ST0594'PK. ET 1965---.
 ST0594'
 ST0594'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0625 ***********************************************************************
 TL0625  DESIGNATION -  GOLDSTONE
 TL0625  PID         -  TL0625
 TL0625  STATE/COUNTY-  MT/HILL
 TL0625  USGS QUAD   -  LOST RIVER (1972)
 TL0625
 TL0625                         *CURRENT SURVEY CONTROL
 TL0625  ___________________________________________________________________
 TL0625* NAD 83(1992)-  48 52 55.69363(N)    110 29 21.50952(W)     ADJUSTED  
 TL0625* NAVD 88     -       944.17   (+/-2cm)    3097.7    (feet)  VERTCON   
 TL0625  ___________________________________________________________________
 TL0625  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 TL0625  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TL0625
 TL0625  HORZ ORDER  -  FIRST
 TL0625  VERT ORDER  -  THIRD ? (See Below)
 TL0625
 TL0625.The horizontal coordinates were established by classical geodetic methods
 TL0625.and adjusted by the National Geodetic Survey in July 1992..
 TL0625
 TL0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0625.The vertical order pertains to the NGVD 29 superseded value.
 TL0625
 TL0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0625
 TL0625.The geoid height was determined by GEOID03.
 TL0625
 TL0625;                    North         East     Units Scale Factor Converg.
 TL0625;SPC MT       -   515,218.858   527,446.925   MT  0.99992965   -0 43 25.3
 TL0625;SPC MT       - 1,690,350.58  1,730,468.91   iFT  0.99992965   -0 43 25.3
 TL0625;UTM  12      - 5,414,479.367   537,441.279   MT  0.99961722   +0 23 05.1
 TL0625
 TL0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0625!SPC MT       -   0.99985458  x   0.99992965  =   0.99978424
 TL0625!UTM  12      -   0.99985458  x   0.99961722  =   0.99947186
 TL0625
 TL0625|---------------------------------------------------------------------|
 TL0625| PID    Reference Object                     Distance      Geod. Az  |
 TL0625|                                                           dddmmss.s |
 TL0625| TL0626 GLO POST 37 RM 1                    354.562 METERS 00401     |
 TL0625| TL0627 T36N R9 10E SECS 7 12 13 18         344.074 METERS 00607     |
 TL0625| CQ6629 GOLDSTONE RM 3                       39.319 METERS 05228     |
 TL0625| CQ6630 GOLDSTONE RM 4                       29.248 METERS 08632     |
 TL0625| CQ6628 GOLDSTONE RM 2                                     08705     |
 TL0625| CQ6627 GOLDSTONE RM 1                      332.630 METERS 35904     |
 TL0625|---------------------------------------------------------------------|
 TL0625
 TL0625                          SUPERSEDED SURVEY CONTROL
 TL0625
 TL0625  NAD 83(1986)-  48 52 55.69265(N)    110 29 21.50689(W) AD(       ) 1
 TL0625  NAD 27      -  48 52 55.68100(N)    110 29 18.68400(W) AD(       ) 1
 TL0625  NGVD 29 (07/19/86)  943.29   (m)         3094.8    (f) LEVELING    3  
 TL0625
 TL0625.Superseded values are not recommended for survey control.
 TL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0625.See file dsdata.txt to determine how the superseded data were derived.
 TL0625
 TL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV3744114479(NAD 83)
 TL0625_MARKER: DS = TRIANGULATION STATION DISK
 TL0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0625
 TL0625  HISTORY     - Date     Condition        Report By
 TL0625  HISTORY     - 1923     MONUMENTED       CGS
 TL0625  HISTORY     - 1989     GOOD             USAF
 TL0625
 TL0625                          STATION DESCRIPTION
 TL0625
 TL0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TL0625'ABOUT 21 MILES NORTH AND 3 MILES EAST OF RUDYARD, MONTANA, AND
 TL0625'ABOUT 8 MILES SOUTH OF THE INTERNATIONAL BOUNDARY.  IT IS 1-1/4
 TL0625'MILES EAST OF THE OLD GOLD STONE POST OFFICE AND STORE, AND
 TL0625'IS ON THE HIGHEST POINT OF A LARGE FLAT-TOPPED RIDGE.  THE STATION
 TL0625'IS IN THE NORTHEAST CORNER OF NW 1/4 SEC. 13, T. 36 N., R. 9 E.,
 TL0625'PRINCIPAL MERIDIAN.
 TL0625'
 TL0625'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TL0625'MARK SET IN A SQUARE BLOCK OF CONCRETE.  THE SUBSURFACE MARK
 TL0625'IS A LIKE BRONZE DISK WEDGED IN A DRILL HOLE IN A BOULDER SET
 TL0625'3 FEET UNDERGROUND.  REFERENCE MARK NO. 1 IS A STANDARD U.S.C.
 TL0625'AND G.S. BRONZE-DISK REFERENCE MARK, WITH THE ARROW POINTING
 TL0625'TOWARD THE STATION, WEDGED IN A DRILL HOLE IN A BOULDER 332.63
 TL0625'METERS FROM THE STATION N 00 DEG 56 MIN W.
 TL0625'REFERENCE MARK NO. 2 IS A LIKE MARK SET IN A SQUARE BLOCK OF
 TL0625'CONCRETE AT AN UNRECORDED DISTANCE FROM THE STATION
 TL0625'N 87 DEG 05 MIN E.
 TL0625
 TL0625                          STATION RECOVERY (1989)
 TL0625
 TL0625'RECOVERY NOTE BY US AIR FORCE 1989 (UNK)
 TL0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1523 ***********************************************************************
 SS1523  DESIGNATION -  GOLLADAY
 SS1523  PID         -  SS1523
 SS1523  STATE/COUNTY-  MT/JUDITH BASIN
 SS1523  USGS QUAD   -  RAYNESFORD (1995)
 SS1523
 SS1523                         *CURRENT SURVEY CONTROL
 SS1523  ___________________________________________________________________
 SS1523* NAD 83(1992)-  47 20 15.79755(N)    110 41 20.16820(W)     ADJUSTED  
 SS1523* NAVD 88     -      1554.0    (meters)    5098.     (feet)  VERTCON   
 SS1523  ___________________________________________________________________
 SS1523  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 SS1523  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 SS1523
 SS1523  HORZ ORDER  -  SECOND
 SS1523
 SS1523.The horizontal coordinates were established by classical geodetic methods
 SS1523.and adjusted by the National Geodetic Survey in July 1992..
 SS1523
 SS1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1523
 SS1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1523
 SS1523.The geoid height was determined by GEOID03.
 SS1523
 SS1523;                    North         East     Units Scale Factor Converg.
 SS1523;SPC MT       -   343,782.248   510,202.261   MT  0.99940870   -0 52 11.0
 SS1523;SPC MT       - 1,127,894.51  1,673,891.93   iFT  0.99940870   -0 52 11.0
 SS1523;UTM  12      - 5,242,741.901   523,499.412   MT  0.99960679   +0 13 43.5
 SS1523
 SS1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1523!SPC MT       -   0.99975851  x   0.99940870  =   0.99916736
 SS1523!UTM  12      -   0.99975851  x   0.99960679  =   0.99936540
 SS1523
 SS1523:                Primary Azimuth Mark                     Grid Az
 SS1523:SPC MT       -  ATT MICROWAVE INSTALL ESE BELT           156 37 45.5
 SS1523:UTM  12      -  ATT MICROWAVE INSTALL ESE BELT           155 31 51.0
 SS1523
 SS1523|---------------------------------------------------------------------|
 SS1523| PID    Reference Object                     Distance      Geod. Az  |
 SS1523|                                                           dddmmss.s |
 SS1523| SS1524 ATT MICROWAVE INSTALL ESE BELT      APPROX. 1.9 KM 1554534.5 |
 SS1523| CQ6631 GOLLADAY RM 1                        10.760 METERS 17918     |
 SS1523| SS1538 BODNER                              APPROX.17.7 KM 1793704.0 |
 SS1523| SS1522 AIRWAY BCN 56 12 MI ESE BELT        262.706 METERS 24212     |
 SS1523| CQ6632 GOLLADAY RM 2                        14.452 METERS 27946     |
 SS1523|---------------------------------------------------------------------|
 SS1523
 SS1523                          SUPERSEDED SURVEY CONTROL
 SS1523
 SS1523  NAD 83(1986)-  47 20 15.79516(N)    110 41 20.15074(W) AD(       ) 2
 SS1523  NAD 27      -  47 20 15.92790(N)    110 41 17.36480(W) AD(       ) 2
 SS1523  NGVD 29 (07/19/86) 1553.0    (m)         5095.     (f) VERT ANG       
 SS1523
 SS1523.Superseded values are not recommended for survey control.
 SS1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1523.See file dsdata.txt to determine how the superseded data were derived.
 SS1523
 SS1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2349942742(NAD 83)
 SS1523_MARKER: DS = TRIANGULATION STATION DISK
 SS1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1523
 SS1523  HISTORY     - Date     Condition        Report By
 SS1523  HISTORY     - 1961     MONUMENTED       CGS
 SS1523
 SS1523                          STATION DESCRIPTION
 SS1523
 SS1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1523'THE STATION IS ABOUT 12 MILES EAST-SOUTHEAST OF BELT, 5-1/2
 SS1523'MILES NORTHEAST OF RAYNESFORD, 5 MILES NORTHWEST OF SPION KOP
 SS1523'RAILROAD SIDING AND IN THE ROLLING HILL COUNTRY SOUTH OF THE
 SS1523'FOOTHILLS OF THE HIGHWOOD MOUNTAINS.
 SS1523'
 SS1523'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 427
 SS1523'AND U.S. HIGHWAY 87 (0.3 MILE EAST OF RAYNESFORD), GO EAST
 SS1523'AND SOUTHEAST ON U.S. HIGHWAY 87 FOR 4.7 MILES TO A GRAVEL
 SS1523'CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.75 MILES TO A
 SS1523'T-INTERSECTION.  TURN LEFT AND GO WEST FOR 0.6 MILE TO A SIDE
 SS1523'ROAD RIGHT.  TURN RIGHT AND FOLLOW WINDING ROAD NORTHERLY FOR
 SS1523'3.5 MILES TO A MICRO-WAVE BUILDING ON THE RIGHT AT THE SUMMIT
 SS1523'OF THE HILL.  CONTINUE ON MAIN ROAD FOR 1.5 MILES TO A
 SS1523'T-INTERSECTION.  TURN LEFT AND GO WEST FOR 0.5 MILE TO A
 SS1523'GATE AT A FENCE CORNER.  TURN LEFT ACROSS DITCH AND THROUGH
 SS1523'GATE AND FOLLOW WEST SIDE OF THE FENCE SOUTH FOR 0.2 MILE.
 SS1523'TURN RIGHT AND GO WEST FOR 0.15 MILE TO THE MOST EASTERLY
 SS1523'ONE OF THREE KNOLLS AND THE STATION.
 SS1523'
 SS1523'THE STATION MARKS ARE STANDARD DISKS STAMPED GOLLADAY 1961.
 SS1523'THE SURFACE MARK IS SET IN TOP OF AN 11 INCH SQUARE CONCRETE
 SS1523'POST PROJECTING 8 INCHES.  IT IS ABOUT 150 YARDS NORTHEAST
 SS1523'AND 20 FEET LOWER THAN THE HIGHEST POINT OF THE HILL, ABOUT
 SS1523'0.2 MILE SOUTH AND 100 FEET HIGHER THAN THE MAIN ROAD AND 6.7
 SS1523'FEET NORTH NORTHWEST OF A WITNESS POST.  THE UNDERGROUND MARK
 SS1523'IS SET IN AN IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE
 SS1523'GROUND SURFACE.
 SS1523'
 SS1523'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GOLLADAY NO 1
 SS1523'1961.  IT IS SET IN TOP OF AN 11 INCH SQUARE CONCRETE POST
 SS1523'PROJECTING 5 INCHES.  IT IS 3 FEET LOWER THAN THE STATION.
 SS1523'
 SS1523'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GOLLADAY NO 2 1961.
 SS1523'IT IS SET IN TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 SS1523'5 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1449 ***********************************************************************
 SS1449  DESIGNATION -  GOODWIN
 SS1449  PID         -  SS1449
 SS1449  STATE/COUNTY-  MT/CASCADE
 SS1449  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS1449
 SS1449                         *CURRENT SURVEY CONTROL
 SS1449  ___________________________________________________________________
 SS1449* NAD 83(1992)-  47 22 59.79718(N)    111 19 24.43181(W)     ADJUSTED  
 SS1449* NAVD 88     -      1101.4    (meters)    3614.     (feet)  VERTCON   
 SS1449  ___________________________________________________________________
 SS1449  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 SS1449  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 SS1449
 SS1449  HORZ ORDER  -  SECOND
 SS1449
 SS1449.The horizontal coordinates were established by classical geodetic methods
 SS1449.and adjusted by the National Geodetic Survey in July 1992..
 SS1449
 SS1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1449
 SS1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1449
 SS1449.The geoid height was determined by GEOID03.
 SS1449
 SS1449;                    North         East     Units Scale Factor Converg.
 SS1449;SPC MT       -   349,764.193   462,403.492   MT  0.99941353   -1 20 01.9
 SS1449;SPC MT       - 1,147,520.32  1,517,071.82   iFT  0.99941353   -1 20 01.9
 SS1449;UTM  12      - 5,247,808.438   475,585.693   MT  0.99960733   -0 14 16.9
 SS1449
 SS1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1449!SPC MT       -   0.99982956  x   0.99941353  =   0.99924319
 SS1449!UTM  12      -   0.99982956  x   0.99960733  =   0.99943696
 SS1449
 SS1449:                Primary Azimuth Mark                     Grid Az
 SS1449:SPC MT       -  GREAT FALLS ANACONDA MINE STK            017 11 15.0
 SS1449:UTM  12      -  GREAT FALLS ANACONDA MINE STK            016 05 30.0
 SS1449
 SS1449|---------------------------------------------------------------------|
 SS1449| PID    Reference Object                     Distance      Geod. Az  |
 SS1449|                                                           dddmmss.s |
 SS1449| SS1419 GREAT FALLS ANACONDA MINE STK       APPROX.16.7 KM 0155113.1 |
 SS1449| CN3638 GOODWIN RM 1                         10.817 METERS 10356     |
 SS1449| CN3639 GOODWIN RM 2                         11.483 METERS 18726     |
 SS1449| CN3637 GOODWIN AZ MK                                      2641345.2 |
 SS1449|---------------------------------------------------------------------|
 SS1449
 SS1449                          SUPERSEDED SURVEY CONTROL
 SS1449
 SS1449  NAD 83(1986)-  47 22 59.79689(N)    111 19 24.41446(W) AD(       ) 2
 SS1449  NAD 27      -  47 22 59.95900(N)    111 19 21.56700(W) AD(       ) 2
 SS1449  NGVD 29 (07/19/86) 1100.5    (m)         3611.     (f) VERT ANG       
 SS1449
 SS1449.Superseded values are not recommended for survey control.
 SS1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1449.See file dsdata.txt to determine how the superseded data were derived.
 SS1449
 SS1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7558647808(NAD 83)
 SS1449_MARKER: DS = TRIANGULATION STATION DISK
 SS1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1449
 SS1449  HISTORY     - Date     Condition        Report By
 SS1449  HISTORY     - 1949     MONUMENTED       CGS
 SS1449  HISTORY     - 1956     GOOD             CGS
 SS1449
 SS1449                          STATION DESCRIPTION
 SS1449
 SS1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1449'STATION IS ABOUT 8 MILES SOUTH OF GREAT FALLS, 1/2 MILE SOUTHEAST
 SS1449'OF THE MISSOURI RIVER, ON THE NORTH END OF A PROMINENT BLUFF,
 SS1449'AND ON LAND OWNED BY GEORGE SORENSON WHO LIVES 1/2 MILE SOUTHEAST
 SS1449'OF THE STATION SITE.  IT IS 173 FEET SOUTHWEST OF A FENCE AND 14.5
 SS1449'FEET NORTH OF A WITNESS POST.
 SS1449'
 SS1449'TO REACH THE STATION FROM THE EAST END OF THE FIRST STREET
 SS1449'BRIDGE IN GREAT FALLS, GO SOUTH ON U.S. HIGHWAY 87 FOR 1.1
 SS1449'MILES TO A FORK, BEAR RIGHT AND CONTINUE SOUTH 3.85 MILES TO A
 SS1449'FORK, BEAR RIGHT, GO 5.1 MILES TO A FORK, BEAR LEFT, UPHILL FOR
 SS1449'0.6 MILE TO A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH
 SS1449'THE GATE AND GO 0.1 MILE TO THE FARM HOUSE, TURN LEFT, GO
 SS1449'SOUTHWEST BETWEEN OUT BUILDINGS FOR 0.15 MILE TO THE NORTH
 SS1449'EDGE OF A CULTIVATED FIELD AND THE HEAD OF A SMALL DRAW, TURN
 SS1449'RIGHT, GO NORTHWEST 0.25 MILE TO THE STATION.
 SS1449'
 SS1449'STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED GOODWIN
 SS1449'1949.
 SS1449'
 SS1449'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE WITNESS POST.  THE
 SS1449'MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED GOODWIN NO 1
 SS1449'1949.
 SS1449'
 SS1449'REFERENCE MARK NO. 2 IS 28 FEET NORTHEAST OF THE WITNESS
 SS1449'POST.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 SS1449'GOODWIN NO 2 1949.
 SS1449'
 SS1449'THE AZIMUTH MARK IS 0.3 MILE FROM THE STATION.  IT IS 12
 SS1449'FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD
 SS1449'AZIMUTH MARK DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 SS1449'4 INCHES.  THE DISK IS STAMPED GOODWIN 1949.
 SS1449'
 SS1449'ALL MARKS EXCEPT THE AZIMUTH MARK ARE STANDARD DISKS SET IN
 SS1449'THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SS1449'
 SS1449'A 4 FOOT STAND AT STATION GOODWIN WILL SEE A 10 FOOT STAND AT
 SS1449'EAST BASE (USGS), AND A 4 FOOT STAND AT STATION BIG BEND (USGS).
 SS1449
 SS1449                          STATION RECOVERY (1956)
 SS1449
 SS1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 SS1449'STATION, R.M. 1 AND R.M. 2 RECOVERED AS DESCRIBED.
 SS1449'
 SS1449'AZIMUTH WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0657 ***********************************************************************
 TL0657  DESIGNATION -  GOOSEBILL RESET
 TL0657  PID         -  TL0657
 TL0657  STATE/COUNTY-  MT/CHOUTEAU
 TL0657  USGS QUAD   -  GOOSE BILL BUTTE (1970)
 TL0657
 TL0657                         *CURRENT SURVEY CONTROL
 TL0657  ___________________________________________________________________
 TL0657* NAD 83(1992)-  48 03 46.34596(N)    110 48 17.83333(W)     ADJUSTED  
 TL0657* NAVD 88     -      1149.6    (meters)    3772.     (feet)  VERTCON   
 TL0657  ___________________________________________________________________
 TL0657  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 TL0657  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 TL0657
 TL0657  HORZ ORDER  -  FIRST
 TL0657
 TL0657.The horizontal coordinates were established by classical geodetic methods
 TL0657.and adjusted by the National Geodetic Survey in July 1992..
 TL0657
 TL0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0657
 TL0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0657
 TL0657.The geoid height was determined by GEOID03.
 TL0657
 TL0657;                    North         East     Units Scale Factor Converg.
 TL0657;SPC MT       -   424,493.641   502,782.936   MT  0.99956115   -0 57 16.5
 TL0657;SPC MT       - 1,392,695.67  1,649,550.31   iFT  0.99956115   -0 57 16.5
 TL0657;UTM  12      - 5,323,306.833   514,531.886   MT  0.99960259   +0 08 42.3
 TL0657
 TL0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0657!SPC MT       -   0.99982223  x   0.99956115  =   0.99938346
 TL0657!UTM  12      -   0.99982223  x   0.99960259  =   0.99942489
 TL0657
 TL0657|---------------------------------------------------------------------|
 TL0657| PID    Reference Object                     Distance      Geod. Az  |
 TL0657|                                                           dddmmss.s |
 TL0657| CQ6635 GOOSEBILL RM 3                       11.528 METERS 06513     |
 TL0657| CQ6634 GOOSEBILL RM 2                      242.514 METERS 30530     |
 TL0657| CQ6633 GOOSEBILL AZ MK                                    3101700.2 |
 TL0657| CQ6636 GOOSEBILL RM 4                       10.427 METERS 33007     |
 TL0657|---------------------------------------------------------------------|
 TL0657
 TL0657                          SUPERSEDED SURVEY CONTROL
 TL0657
 TL0657  NAD 83(1986)-  48 03 46.34310(N)    110 48 17.81247(W) AD(       ) 1
 TL0657  NAD 27      -  48 03 46.45424(N)    110 48 15.00412(W) AD(       ) 1
 TL0657  NGVD 29 (07/19/86) 1148.7    (m)         3769.     (f) VERT ANG       
 TL0657
 TL0657.Superseded values are not recommended for survey control.
 TL0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0657.See file dsdata.txt to determine how the superseded data were derived.
 TL0657
 TL0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU1453223307(NAD 83)
 TL0657_MARKER: DS = TRIANGULATION STATION DISK
 TL0657_SETTING: 80 = SET IN A BOULDER
 TL0657_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TL0657
 TL0657  HISTORY     - Date     Condition        Report By
 TL0657  HISTORY     - 1923     MONUMENTED       CGS
 TL0657  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TL0657
 TL0657                          STATION DESCRIPTION
 TL0657
 TL0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (WM)
 TL0657'ABOUT 18 MILES AIRLINE OR 25 MILES BY ROAD W OF N FROM FORT
 TL0657'BENTON, ON THE SOUTHERN EDGE OF THE PROMINENT FLAT-TOPPED BUTTE
 TL0657'KNOWN AS THE BEQUE D OTARD OR GOOSEBILL.  THIS IS A WELL-KNOWN
 TL0657'HILL, THE ONLY ONE IN THE VICINITY, AND A LANDMARK FOR MILES
 TL0657'AROUND.  THE STATION IS ON THE MOST SOUTHERLY KNOLL, WHICH IS
 TL0657'SLIGHTLY LOWER THAN THE ONE TO THE N, AND ABOUT 20 METERS (66
 TL0657'FEET) FROM THE S RIM.
 TL0657'
 TL0657'STATION MARK IS A STANDARD DISK SET IN A SMALL BOULDER, FLUSH
 TL0657'WITH SURFACE.
 TL0657'
 TL0657'THERE ARE NO REFERENCE MARKS.
 TL0657'
 TL0657'BEST APPROACH IS FROM THE W.  TAKE ROAD TURNING E OFF THE FORT
 TL0657'BENTON-GOOSEBILL-MARIAS ROAD AT A RANCH HOUSE DUE W OF THE
 TL0657'BUTTE.  THIS ROAD LEADS 2 MILES TO A SPRING AT THE FOOT OF
 TL0657'THE BUTTE, FROM WHICH IT IS AN EASY ASCENT TO THE STATION.  TRUCKS
 TL0657'WERE DRIVEN TO WITHIN 200 METERS (656 FEET) OF THE STATION BY
 TL0657'FOLLOWING THE RIDGES AROUND THE S SIDE OF THE BUTTE.
 TL0657'
 TL0657'A 15-FOOT SIGNAL IS NECESSARY TO SEE LOTHAIR.
 TL0657
 TL0657                          STATION RECOVERY (1949)
 TL0657
 TL0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TL0657'STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL MARK WHICH
 TL0657'WAS SET IN A DRILL HOLE IN A BOULDER, WAS FOUND LOOSE AND
 TL0657'BATTERED AND WAS REPLACED WITH A NEW DISK SET IN THE TOP OF A
 TL0657'12-INCH SQUARE CONCRETE POST.  A SUBSURFACE MARK WAS ALSO SET.
 TL0657'THE ORIGINAL POINT WAS HELD.  A REFERENCE MARK WHICH WAS
 TL0657'SET IN 1922 WAS FOUND.  THE ORIGINAL AND RECONNAISSANCE
 TL0657'DESCRIPTION DID NOT GIVE ANY INFORMATION ABOUT THIS MARK, AS TO
 TL0657'DISTANCE OR DIRECTION.  FOLLOWING IS A COMPLETE NEW
 TL0657'DESCRIPTION.
 TL0657'
 TL0657'STATION IS ABOUT 18 MILES AIRLINE AND ABOUT 25 MILES BY ROAD
 TL0657'NORTHWEST OF FORT BENTON, NEAR THE THE SOUTH END OF A FLAT-TOPPED
 TL0657'BUTTE LOCALLY KNOWN AS GOOSE BILL, IT IS THE ONLY, AND HIGHEST
 TL0657'BUTTE IN THE IMMEDIATE VICINITY, AND OWNED BY C.J. LENINGTON.  IT
 TL0657'IS 65 FEET NORTH OF THE SOUTH RIM AND 7-1/2 FEET NORTH OF A
 TL0657'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 TL0657'NORTHWEST 0.3 MILE TO THE HIGHEST POINT OF THE BUTTE AND THE
 TL0657'MARK.
 TL0657'
 TL0657'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GOOSE BILL
 TL0657'1923 1949.
 TL0657'
 TL0657'REFERENCE MARK NO. 3 IS 45 FEET NORTHEAST OF THE WITNESS POST.
 TL0657'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GOOSE BILL
 TL0657'NO 3 1949.
 TL0657'
 TL0657'REFERENCE MARK NO. 4 IS 38 FEET NORTHWEST OF THE WITNESS POST.
 TL0657'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GOOSE BILL
 TL0657'NO 4 1949.
 TL0657'
 TL0657'REFERENCE MARK NO. 2 IS A STANDARD UNITED STATES COAST AND GEODETIC
 TL0657'SURVEY BRONZE REFERENCE MARK DISK SET IN A DRILL HOLE IN OUTCROPPING
 TL0657'ROCK THAT PROJECTS 10 INCHES.  THE DISK IS STAMPED GOOSE BILL
 TL0657'NO 2 1922.
 TL0657'
 TL0657'THE AZIMUTH MARK IS 0.3 MILE FROM THE STATION.  IT IS 2 FEET
 TL0657'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 TL0657'IS STAMPED GOOSE BILL 1949.
 TL0657'
 TL0657'ALL MARKS EXCEPT REFERENCE MARK NO. 2 ARE STANDARD DISKS SET
 TL0657'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 TL0657'
 TL0657'A 4 FOOT STAND AT GOOSE BILL 1923-1949 WILL SEE 4 FOOT STANDS
 TL0657'AT STATIONS, SKIT, HIGHWOOD 1923, TETON (MO.RC), CARTER,
 TL0657'FINIGAN 1923, AND KNEE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM1053 ***********************************************************************
 TM1053  DESIGNATION -  GOPHER
 TM1053  PID         -  TM1053
 TM1053  STATE/COUNTY-  MT/TETON
 TM1053  USGS QUAD   -  GALLUP CITY (1985)
 TM1053
 TM1053                         *CURRENT SURVEY CONTROL
 TM1053  ___________________________________________________________________
 TM1053* NAD 83(1992)-  48 01 17.46247(N)    112 03 04.91338(W)     ADJUSTED  
 TM1053* NAVD 88     -      1179.7    (meters)    3870.     (feet)  VERTCON   
 TM1053  ___________________________________________________________________
 TM1053  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 TM1053  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 TM1053
 TM1053  HORZ ORDER  -  THIRD
 TM1053
 TM1053.The horizontal coordinates were established by classical geodetic methods
 TM1053.and adjusted by the National Geodetic Survey in July 1992..
 TM1053
 TM1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM1053
 TM1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM1053
 TM1053.The geoid height was determined by GEOID03.
 TM1053
 TM1053;                    North         East     Units Scale Factor Converg.
 TM1053;SPC MT       -   422,185.339   409,802.328   MT  0.99954810   -1 51 58.8
 TM1053;SPC MT       - 1,385,122.50  1,344,495.83   iFT  0.99954810   -1 51 58.8
 TM1053;UTM  12      - 5,319,226.514   421,605.987   MT  0.99967551   -0 46 53.8
 TM1053
 TM1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM1053!SPC MT       -   0.99981738  x   0.99954810  =   0.99936556
 TM1053!UTM  12      -   0.99981738  x   0.99967551  =   0.99949295
 TM1053
 TM1053                          SUPERSEDED SURVEY CONTROL
 TM1053
 TM1053  NAD 83(1986)-  48 01 17.46875(N)    112 03 04.90080(W) AD(       ) 3
 TM1053  NGVD 29 (05/18/92) 1178.7    (m)         3867.     (f) VERT ANG       
 TM1053
 TM1053.Superseded values are not recommended for survey control.
 TM1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM1053.See file dsdata.txt to determine how the superseded data were derived.
 TM1053
 TM1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU2160619227(NAD 83)
 TM1053_MARKER: DS = TRIANGULATION STATION DISK
 TM1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM1053+STABILITY: SURFACE MOTION
 TM1053
 TM1053  HISTORY     - Date     Condition        Report By
 TM1053  HISTORY     - 1947     MONUMENTED       USGS
 TM1053
 TM1053                          STATION DESCRIPTION
 TM1053
 TM1053'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 TM1053'STATION IS LOCATED APPROXIMATELY 17 MI. AIRLINE DISTANCE NNW. OF
 TM1053'CHOTEAU, MONTANA, ON THE S. EDGE OF A PROMINENT MESA.  STATION IS ON
 TM1053'S. EDGE OF SEC. 1, T 26 N, R 4 W.
 TM1053'
 TM1053'TO REACH FROM INTERSECTION OF MAIN AND FIRST STREET NE. IN CHOTEAU,
 TM1053'MONTANA, PROCEED E. ON DUTTON ROAD 1 MI. TO FORK.  TAKE LEFT FORK
 TM1053'GOING N. (KNOWN AS FARMINGTON ROAD) 6.0 MI.  TURN RIGHT AND PROCEED
 TM1053'E. 5.0 MI.  THENCE LEFT ON RD. N. 9.0 MI.  LEAVE MAIN RD. AND CONTINUE
 TM1053'N. ON SLOPING TRAIL 0.5 MI. TO FENCE CORNER.  THENCE LEFT 0.1 MI. TO
 TM1053'STATION.
 TM1053'
 TM1053'STATION MARK--STANDARD TABLET STAMPED---GOPHER 1947---, IN TOP OF
 TM1053'CONCRETE MONUMENT SET IN GROUND.
 TM1053'
 TM1053'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---REF 1---,
 TM1053'IN TOP OF CONCRETE MONUMENT SET IN GROUND, 53.80 FT. FROM STATION
 TM1053'N 00 DEGREES 59 MINUTES W.
 TM1053'
 TM1053'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---REF 2---,
 TM1053'IN TOP OF CONCRETE MONUMENT SET IN GROUND, 786.40 FT. FROM STATION
 TM1053'S 89 DEGREES 14 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0578 ***********************************************************************
 ST0578  DESIGNATION -  GORDON
 ST0578  PID         -  ST0578
 ST0578  STATE/COUNTY-  MT/POWELL
 ST0578  USGS QUAD   -  PILOT PEAK (1994)
 ST0578
 ST0578                         *CURRENT SURVEY CONTROL
 ST0578  ___________________________________________________________________
 ST0578* NAD 83(1992)-  47 25 18.48474(N)    113 14 26.28905(W)     ADJUSTED  
 ST0578* NAVD 88     -      2552.     (meters)    8373.     (feet)  SCALED    
 ST0578  ___________________________________________________________________
 ST0578  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 ST0578  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 ST0578
 ST0578  HORZ ORDER  -  THIRD
 ST0578
 ST0578.The horizontal coordinates were established by classical geodetic methods
 ST0578.and adjusted by the National Geodetic Survey in July 1992..
 ST0578
 ST0578.The orthometric height was scaled from a topographic map.
 ST0578
 ST0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0578
 ST0578.The geoid height was determined by GEOID03.
 ST0578
 ST0578;                    North         East     Units Scale Factor Converg.
 ST0578;SPC MT       -   359,177.627   318,020.386   MT  0.99941811   -2 44 10.6
 ST0578;SPC MT       - 1,178,404.29  1,043,373.97   iFT  0.99941811   -2 44 10.6
 ST0578;UTM  12      - 5,254,472.927   331,003.201   MT  0.99995099   -1 39 01.0
 ST0578
 ST0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0578!SPC MT       -   0.99960219  x   0.99941811  =   0.99902053
 ST0578!UTM  12      -   0.99960219  x   0.99995099  =   0.99955320
 ST0578
 ST0578:                Primary Azimuth Mark                     Grid Az
 ST0578:SPC MT       -  8255=MONTURE                             194 08 03.6
 ST0578:UTM  12      -  8255=MONTURE                             193 02 54.0
 ST0578
 ST0578|---------------------------------------------------------------------|
 ST0578| PID    Reference Object                     Distance      Geod. Az  |
 ST0578|                                                           dddmmss.s |
 ST0578| ST0584 8255=MONTURE                        APPROX.20.8 KM 1912353.0 |
 ST0578|---------------------------------------------------------------------|
 ST0578
 ST0578                          SUPERSEDED SURVEY CONTROL
 ST0578
 ST0578  NAD 83(1986)-  47 25 18.49365(N)    113 14 26.27373(W) AD(       ) 3
 ST0578  NAD 27      -  47 25 18.70896(N)    113 14 23.03778(W) AD(       ) 3
 ST0578
 ST0578.Superseded values are not recommended for survey control.
 ST0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0578.See file dsdata.txt to determine how the superseded data were derived.
 ST0578
 ST0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT3100354473(NAD 83)
 ST0578
 ST0578  HISTORY     - Date     Condition        Report By
 ST0578  HISTORY     - UNK      MONUMENTED       USGS
 ST0578  HISTORY     - 1970     GOOD             USGS
 ST0578
 ST0578                          STATION DESCRIPTION
 ST0578
 ST0578'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 ST0578'ON THE BARE ROCKY SUMMIT OF COMPARITIVELY LOW MOUNTAIN 5 MI. SW. OF
 ST0578'JUNCTION OF SOUTH FORK OF FLATHEAD RIVER AND WILLOW CREEK.  THE TOP IS
 ST0578'LIGHT COLORED LIMESTONE DIPPING NE., AT NORTHERN END OF LONG TIMBERED
 ST0578'RIDGE.
 ST0578'
 ST0578'RECOVERED.
 ST0578'
 ST0578'STATION MARK - AN ALUMINUM TABLET CEMENTED IN FLAT ROCK.
 ST0578'
 ST0578'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0632 ***********************************************************************
 QY0632  DESIGNATION -  GORDON
 QY0632  PID         -  QY0632
 QY0632  STATE/COUNTY-  MT/BEAVERHEAD
 QY0632  USGS QUAD   -  ELK GULCH (1961)
 QY0632
 QY0632                         *CURRENT SURVEY CONTROL
 QY0632  ___________________________________________________________________
 QY0632* NAD 83(1992)-  45 07 12.14315(N)    112 27 54.37982(W)     ADJUSTED  
 QY0632* NAVD 88     -      2585.3    (meters)    8482.     (feet)  VERTCON   
 QY0632  ___________________________________________________________________
 QY0632  LAPLACE CORR-           8.13  (seconds)                    DEFLEC99
 QY0632  GEOID HEIGHT-         -10.55  (meters)                     GEOID03
 QY0632
 QY0632  HORZ ORDER  -  THIRD
 QY0632
 QY0632.The horizontal coordinates were established by classical geodetic methods
 QY0632.and adjusted by the National Geodetic Survey in July 1992..
 QY0632
 QY0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0632
 QY0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0632
 QY0632.The geoid height was determined by GEOID03.
 QY0632
 QY0632;                    North         East     Units Scale Factor Converg.
 QY0632;SPC MT       -   101,119.355   366,771.525   MT  0.99993007   -2 10 08.4
 QY0632;SPC MT       -   331,756.41  1,203,318.65   iFT  0.99993007   -2 10 08.4
 QY0632;UTM  12      - 4,997,329.502   384,768.676   MT  0.99976327   -1 02 17.8
 QY0632
 QY0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0632!SPC MT       -   0.99959648  x   0.99993007  =   0.99952658
 QY0632!UTM  12      -   0.99959648  x   0.99976327  =   0.99935984
 QY0632
 QY0632:                Primary Azimuth Mark                     Grid Az
 QY0632:SPC MT       -  STUART                                   120 06 38.2
 QY0632:UTM  12      -  STUART                                   118 58 47.6
 QY0632
 QY0632|---------------------------------------------------------------------|
 QY0632| PID    Reference Object                     Distance      Geod. Az  |
 QY0632|                                                           dddmmss.s |
 QY0632| QY0636 STUART                              APPROX.10.8 KM 1175629.8 |
 QY0632|---------------------------------------------------------------------|
 QY0632
 QY0632                          SUPERSEDED SURVEY CONTROL
 QY0632
 QY0632  NAD 83(1986)-  45 07 12.14064(N)    112 27 54.37812(W) AD(       ) 3
 QY0632  NGVD 29 (06/12/90) 2584.0    (m)         8478.     (f) VERT ANG       
 QY0632
 QY0632.Superseded values are not recommended for survey control.
 QY0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0632.See file dsdata.txt to determine how the superseded data were derived.
 QY0632
 QY0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ8476997330(NAD 83)
 QY0632_MARKER: DS = TRIANGULATION STATION DISK
 QY0632_SETTING: 0 = UNSPECIFIED SETTING
 QY0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0632
 QY0632  HISTORY     - Date     Condition        Report By
 QY0632  HISTORY     - 1961     MONUMENTED       USGS
 QY0632
 QY0632                          STATION DESCRIPTION
 QY0632
 QY0632'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QY0632'STATION IS LOCATED ON THE HIGHEST POINT OF THE S. RIDGE OF THE RUBY
 QY0632'RANGE, APPROXIMATELY 11 MI. (AIRLINE) SE. OF DILLON, MONTANA, AND 23
 QY0632'MI. (AIRLINE) SW. OF ALDER, MONTANA.
 QY0632'
 QY0632'STATION IS BEST REACHED FROM THE POST OFFICE IN DILLON, MONTANA, BY
 QY0632'DRIVING SE. TWO BLOCKS, TURN NE. FIVE BLOCKS, TURN RIGHT (E.) AND
 QY0632'DRIVE 16.8 MI. ON GRADED SWEETWATER ROAD TO A POINT WHERE RD. CROSSES
 QY0632'SWEETWATER CREEK.  PROCEED ALONG MAIN RD. 1.6 MI. TO TRACK RD. ON
 QY0632'RIGHT.  TAKE TRACK RD. 0.7 MI. TO RD. FORK, TAKE LEFT FORK 0.3 MI.
 QY0632'TO FORK, TAKE LEFT FORK 0.9 MI. TO CANYON MOUTH.  CONTINUE UP CANYON
 QY0632'0.8 MI. TO RD. FORK, TAKE RIGHT FORK 0.2 MI. TO FORK AND Y-RD.  TURN
 QY0632'SHARP RIGHT AND FOLLOW TRACK RD. 1.3 MI. TO GATE.  PASS THROUGH GATE
 QY0632'AND DRIVE 0.3 MI. TO GATE.  PASS THROUGH GATE AND CONTINUE ON MAIN
 QY0632'WELL TRAVELED TRACK RD. 2.3 MI. TO A FORK IN HEAVILY GRASS COVERED
 QY0632'SWALE.  TAKE RIGHT FORK TO TOP OF SADDLE AND FENCE.  TURN W. ALONG
 QY0632'FENCE, THENCE NW. ACROSS COUNTRY FOLLOWING RIDGE TOPS 3.4 MI. TO
 QY0632'HIGHEST TOP OF RIDGE SYSTEM AND STATION SITE.
 QY0632'
 QY0632'STATION MARK--STANDARD TABLET CEMENTED IN BEDROCK FLUSH WITH GROUND,
 QY0632'STAMPED---GORDON ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1451 ***********************************************************************
 SS1451  DESIGNATION -  GORE EAST
 SS1451  PID         -  SS1451
 SS1451  STATE/COUNTY-  MT/CASCADE
 SS1451  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS1451
 SS1451                         *CURRENT SURVEY CONTROL
 SS1451  ___________________________________________________________________
 SS1451* NAD 83(1992)-  47 29 33.05855(N)    111 20 59.15340(W)     ADJUSTED  
 SS1451* NAVD 88     -      1110.     (meters)    3642.     (feet)  SCALED    
 SS1451  ___________________________________________________________________
 SS1451  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 SS1451  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS1451
 SS1451  HORZ ORDER  -  SECOND
 SS1451
 SS1451.This mark is at Great Falls Intl Airport (GTF)
 SS1451
 SS1451.The horizontal coordinates were established by classical geodetic methods
 SS1451.and adjusted by the National Geodetic Survey in July 1992..
 SS1451
 SS1451.The orthometric height was scaled from a topographic map.
 SS1451
 SS1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1451
 SS1451.The geoid height was determined by GEOID03.
 SS1451
 SS1451;                    North         East     Units Scale Factor Converg.
 SS1451;SPC MT       -   361,945.477   460,705.037   MT  0.99942769   -1 21 11.2
 SS1451;SPC MT       - 1,187,485.16  1,511,499.47   iFT  0.99942769   -1 21 11.2
 SS1451;UTM  12      - 5,259,957.301   473,654.282   MT  0.99960853   -0 15 28.2
 SS1451
 SS1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1451!SPC MT       -   0.99982827  x   0.99942769  =   0.99925606
 SS1451!UTM  12      -   0.99982827  x   0.99960853  =   0.99943687
 SS1451
 SS1451:                Primary Azimuth Mark                     Grid Az
 SS1451:SPC MT       -  GORE FIELD                               206 23 10.4
 SS1451:UTM  12      -  GORE FIELD                               205 17 27.4
 SS1451
 SS1451|---------------------------------------------------------------------|
 SS1451| PID    Reference Object                     Distance      Geod. Az  |
 SS1451|                                                           dddmmss.s |
 SS1451| SS0720 GORE FIELD                          APPROX. 0.8 KM 2050159.2 |
 SS1451| SS1442 GORE FIELD TEMP PT A                400.063 METERS 2704251.7 |
 SS1451|---------------------------------------------------------------------|
 SS1451
 SS1451                          SUPERSEDED SURVEY CONTROL
 SS1451
 SS1451  NAD 83(1986)-  47 29 33.05808(N)    111 20 59.13502(W) AD(       ) 2
 SS1451  NAD 27      -  47 29 33.20400(N)    111 20 56.28100(W) AD(       ) 2
 SS1451
 SS1451.Superseded values are not recommended for survey control.
 SS1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1451.See file dsdata.txt to determine how the superseded data were derived.
 SS1451
 SS1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7365459957(NAD 83)
 SS1451_MARKER: DD = SURVEY DISK
 SS1451_SETTING: 0 = UNSPECIFIED SETTING
 SS1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1451
 SS1451  HISTORY     - Date     Condition        Report By
 SS1451  HISTORY     - 1949     MONUMENTED       USE
 SS1451  HISTORY     - 1980     GOOD             NGS
 SS1451
 SS1451                          STATION DESCRIPTION
 SS1451
 SS1451'DESCRIBED BY US ENGINEERS 1949 (MJT)
 SS1451'STATION IS ABOUT 3 MILES WEST OF GREAT FALLS, ON THE GREAT
 SS1451'FALLS, CITY AIRPORT AND GORE FIELD.  IT IS ABOUT 100 YARDS
 SS1451'NORTHEAST OF THE NORTHEAST END OF THE NORTHEAST-SOUTHWEST
 SS1451'RUNWAY, 58 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL
 SS1451'ROAD AND 5.5 FEET SOUTHWEST OF A WITNESS POST.
 SS1451'
 SS1451'THE MARK IS A STANDARD UNITED STATES ENGINEER BRONZE DISK SET
 SS1451'IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.  THE
 SS1451'DISK IS STAMPED GORE EAST 1944.
 SS1451'
 SS1451'THE DISTANCE WAS DETERMINED BY SHORT BASE MEASUREMENT AND WAS
 SS1451'FOUND TO BE 803.090 METERS, (2,634.80 FEET), FROM TRIANGULATION
 SS1451'STATION GORE FIELD.
 SS1451
 SS1451                          STATION RECOVERY (1980)
 SS1451
 SS1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (ARB)
 SS1451'RECOVERED AS DESCRIBED IN GOOD CONDITION USING 1977 RECOVERY NOTE.
 SS1451'
 SS1451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREAT FALLS
 SS1451'INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0720 ***********************************************************************
 SS0720  DESIGNATION -  GORE FIELD
 SS0720  PID         -  SS0720
 SS0720  STATE/COUNTY-  MT/CASCADE
 SS0720  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0720
 SS0720                         *CURRENT SURVEY CONTROL
 SS0720  ___________________________________________________________________
 SS0720* NAD 83(1992)-  47 29 09.49746(N)    111 21 15.38582(W)     ADJUSTED  
 SS0720* NAVD 88     -      1117.481  (meters)    3666.27   (feet)  ADJUSTED  
 SS0720  ___________________________________________________________________
 SS0720  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 SS0720  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS0720  DYNAMIC HT  -        1117.396 (meters)    3665.99  (feet)  COMP
 SS0720  MODELED GRAV-     980,497.9   (mgal)                       NAVD 88
 SS0720
 SS0720  HORZ ORDER  -  SECOND
 SS0720  VERT ORDER  -  FIRST     CLASS II
 SS0720
 SS0720.This mark is at Great Falls Intl Airport (GTF)
 SS0720
 SS0720.The horizontal coordinates were established by classical geodetic methods
 SS0720.and adjusted by the National Geodetic Survey in July 1992..
 SS0720
 SS0720.The orthometric height was determined by differential leveling
 SS0720.and adjusted by the National Geodetic Survey in June 1991..
 SS0720
 SS0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0720
 SS0720.The geoid height was determined by GEOID03.
 SS0720
 SS0720.The dynamic height is computed by dividing the NAVD 88
 SS0720.geopotential number by the normal gravity value computed on the
 SS0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0720.degrees latitude (g = 980.6199 gals.).
 SS0720
 SS0720.The modeled gravity was interpolated from observed gravity values.
 SS0720
 SS0720;                    North         East     Units Scale Factor Converg.
 SS0720;SPC MT       -   361,226.479   460,348.339   MT  0.99942674   -1 21 23.1
 SS0720;SPC MT       - 1,185,126.24  1,510,329.20   iFT  0.99942674   -1 21 23.1
 SS0720;UTM  12      - 5,259,231.484   473,311.330   MT  0.99960875   -0 15 40.1
 SS0720
 SS0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0720!SPC MT       -   0.99982709  x   0.99942674  =   0.99925392
 SS0720!UTM  12      -   0.99982709  x   0.99960875  =   0.99943590
 SS0720
 SS0720:                Primary Azimuth Mark                     Grid Az
 SS0720:SPC MT       -  GORE EAST                                026 23 10.3
 SS0720:UTM  12      -  GORE EAST                                025 17 27.3
 SS0720
 SS0720|---------------------------------------------------------------------|
 SS0720| PID    Reference Object                     Distance      Geod. Az  |
 SS0720|                                                           dddmmss.s |
 SS0720| SS1451 GORE EAST                           APPROX. 0.8 KM 0250147.2 |
 SS0720| SS1419 GREAT FALLS ANACONDA MINE STK       APPROX. 8.3 KM 0560727.6 |
 SS0720| SS0721 GORE FIELD RM 1                       8.302 METERS 09837     |
 SS0720| SS1440 GREAT FALLS GORE FLD WATER TK       APPROX. 0.8 KM 2014104.9 |
 SS0720| SS0722 GORE FIELD RM 2                       8.451 METERS 23007     |
 SS0720|---------------------------------------------------------------------|
 SS0720
 SS0720                          SUPERSEDED SURVEY CONTROL
 SS0720
 SS0720  NAD 83(1986)-  47 29 09.49706(N)    111 21 15.36749(W) AD(       ) 2
 SS0720  NAD 27      -  47 29 09.64300(N)    111 21 12.51400(W) AD(       ) 2
 SS0720  NGVD 29 (??/??/92) 1116.561  (m)         3663.25   (f) ADJ UNCH    1 2
 SS0720
 SS0720.Superseded values are not recommended for survey control.
 SS0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0720.See file dsdata.txt to determine how the superseded data were derived.
 SS0720
 SS0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7331159231(NAD 83)
 SS0720_MARKER: DS = TRIANGULATION STATION DISK
 SS0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0720_SP_SET: APRON
 SS0720_STAMPING: GORE FIELD 1949
 SS0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0720
 SS0720  HISTORY     - Date     Condition        Report By
 SS0720  HISTORY     - 1949     MONUMENTED       CGS
 SS0720  HISTORY     - 1956     GOOD             CGS
 SS0720  HISTORY     - 1961     GOOD             CGS
 SS0720  HISTORY     - 1961     GOOD             NGS
 SS0720  HISTORY     - 1966     GOOD             CGS
 SS0720  HISTORY     - 1966     GOOD             NGS
 SS0720  HISTORY     - 1972     GOOD             NGS
 SS0720  HISTORY     - 1977     GOOD             NGS
 SS0720  HISTORY     - 1979     GOOD             NGS
 SS0720  HISTORY     - 1980     GOOD             NGS
 SS0720
 SS0720                          STATION DESCRIPTION
 SS0720
 SS0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS0720'STATION IS ABOUT 3 MILES WEST OF GREAT FALLS, ON THE GREAT
 SS0720'FALLS, CITY AIRPORT AND GORE FIELD.  IT IS 78 FEET NORTH OF THE
 SS0720'NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, AND 6 FEET
 SS0720'NORTH OF THE SOUTH EDGE OF THE CONCRETE APRON.
 SS0720'
 SS0720'STATION MARK IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 SS0720'APRON.  THE DISK IS STAMPED GORE FIELD 1949.
 SS0720'
 SS0720'REFERENCE MARK NO. 1 IS 76 FEET NORTH OF THE NORTHEAST CORNER
 SS0720'OF THE ADMINISTRATION BUILDING AND 1 FOOT NORTH OF THE SOUTH
 SS0720'EDGE OF THE CONCRETE APRON.  THE DISK IS SET FLUSH IN A DRILL
 SS0720'HOLE IN THE CONCRETE APRON AND IT IS STAMPED GORE FIELD NO
 SS0720'1 1949.
 SS0720'
 SS0720'REFERENCE MARK NO. 2 IS 63 FEET NORTH OF THE NORTHWEST CORNER
 SS0720'OF THE ADMINISTRATION BUILDING AND 1 FOOT NORTH OF THE SOUTH EDGE
 SS0720'OF THE CONCRETE APRON.  THE DISK IS SET FLUSH IN A DRILL
 SS0720'HOLE IN THE CONCRETE APRON AND IT IS STAMPED GORE FIELD NO 2
 SS0720'1949.
 SS0720'
 SS0720'GORE EAST (USE) IS 0.6 MILE FROM THE STATION AND WAS USED
 SS0720'AS AN AZIMUTH MARK.  IT IS ABOUT 100 YARDS NORTHEAST OF THE
 SS0720'NORTHEAST END OF THE NORTHEAST-SOUTHWEST RUNWAY, 58 FEET
 SS0720'SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD AND 5.5
 SS0720'FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD
 SS0720'UNITED STATES ENGINEER OFFICE BRONZE DISK SET IN THE TOP OF A
 SS0720'CONCRETE POST.  THE DISK IS STAMPED GORE EAST 1944.  THE
 SS0720'DISTANCE TO THIS MARK WAS DETERMINED BY A SHORT BASE
 SS0720'MEASUREMENT.
 SS0720'
 SS0720'ALL MARKS EXCEPT GORE EAST (USE) ARE STANDARD DISKS.
 SS0720'
 SS0720'A 4 FOOT STAND AT STATION GORE FIELD WILL SEE A 4 FOOT STAND
 SS0720'AT STATION SPU AND A 10 FOOT STAND AT STATION EAST BASE (USGS).
 SS0720
 SS0720                          STATION RECOVERY (1956)
 SS0720
 SS0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 SS0720'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SS0720
 SS0720                          STATION RECOVERY (1961)
 SS0720
 SS0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 SS0720'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED IN
 SS0720'GOOD CONDITION.
 SS0720
 SS0720                          STATION RECOVERY (1961)
 SS0720
 SS0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SS0720'IN GREAT FALLS.
 SS0720'AT GREAT FALLS MUNICIPAL AIRPORT, IN THE TOP OF THE CONCRETE APRON,
 SS0720'21.0 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE U.S. CUSTOMS
 SS0720'BUILDING, 6.0 FEET NORTH OF A FENCE, 10 FEET NORTHWEST OF THE WEST END
 SS0720'OF A FENCE, AND ABOUT LEVEL WITH THE REFERENCE MARKS.
 SS0720
 SS0720                          STATION RECOVERY (1966)
 SS0720
 SS0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SS0720'THE STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION AS ORIGINALLY
 SS0720'DESCRIBED.  THE DISC OF R.M. 2 HAS BEEN BROKEN OFF BUT THE STEM
 SS0720'REMAINS EMBEDDED IN THE CONCRETE APRON.
 SS0720'
 SS0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES SW OF
 SS0720'GREAT FALLS.
 SS0720
 SS0720                          STATION RECOVERY (1966)
 SS0720
 SS0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SS0720'RECOVERED IN GOOD CONDITION.
 SS0720
 SS0720                          STATION RECOVERY (1972)
 SS0720
 SS0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 SS0720'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SS0720'R.M. 2 IS COVERED BY ABOUT 1/2 INCH OF ASPHALT, BUT THE
 SS0720'OUTLINE OF THE DISK IS VISIBLE, SO THE MARK IS APPARENTLY
 SS0720'IN GOOD CONDITION.
 SS0720'
 SS0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 SS0720'SOUTHWEST
 SS0720
 SS0720                          STATION RECOVERY (1977)
 SS0720
 SS0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AMS)
 SS0720'STATION AND RM NO. 1 WAS RECOVERED IN GOOD CONDITION.
 SS0720'
 SS0720'A PORTION OF THE ADMINISTRATION BLDG. HAS BEEN TORN DOWN AND A
 SS0720'HANGAR PUT IN ITS PLACE.  A NEW DESCRIPTION FOLLOWS.
 SS0720'
 SS0720'STATION IS ABOUT 3 MILES WEST OF GREAT FALLS, AT GREAT FALLS
 SS0720'INTERNATIONAL AIRPORT.  IT IS LOCATED NEAR THE NORTH END OF A HANGAR
 SS0720'WHICH IS ADJACENT TO THE OLD ADMINISTRATION BUILDING AND CONTROL
 SS0720'TOWER.
 SS0720'
 SS0720'THE STATION IS 115.7 FT. WEST OF THE NE CORNER OF HANGAR, 47.1 FT. N
 SS0720'OF THE NW CORNER OF HANGAR, 39.2 FT. NW OF THE NW HANGAR DOOR, AND
 SS0720'8.3 FT. N OF AN EXXON GAS SIGN.  STATION IS SET FLUSH IN A CONCRETE
 SS0720'APRON, WITH AN ASPHALT SEAL COATING AROUND IT.
 SS0720'
 SS0720'REFERENCE MARK NO. 1 IS 88.8 FT. WEST OF THE NE CORNER OF HANGAR,
 SS0720'63.7 FT. NE OF THE NW CORNER OF HANGAR, 35.2 FT. NW OF THE NW
 SS0720'DOOR OF HANGAR AND 30.6 FT. NE OF AN EXXON GAS SIGN.  MARK IS SET
 SS0720'FLUSH IN A CONCRETE APRON WITH ASPHALT SEAL AROUND IT.
 SS0720'
 SS0720'REFERENCE MARK NO. 2 WAS NOT RECOVERED.  BELIEVED TO BE COVERED BY
 SS0720'ASPHALT.
 SS0720'
 SS0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT G.F.I.A.
 SS0720
 SS0720                          STATION RECOVERY (1979)
 SS0720
 SS0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0720'0.8 MILE SOUTH ALONG INTERSTATE HIGHWAY 15 FROM EXIT 278 OVERPASS IN
 SS0720'GREAT FALLS, THENCE 0.1 MILE SOUTHWEST TO AIRPORT ROAD EXIT 277, AND
 SS0720'THENCE 1.4 MILES NORTHEAST TO THE OLD ADMINSTRATION BUILDING, SET IN
 SS0720'THE TOP OF A CONCRETE APRON, 47.2 FEET NORTH OF THE NORTHWEST CORNER
 SS0720'OF AN AIRPORT HANGAR, 7.2 FEET NORTH OF A 2X2X1.5 FOOT CONCRETE
 SS0720'FOUNDATION, 27.3 FEET WEST OF GORE FIELD NO 1 1949.
 SS0720
 SS0720                          STATION RECOVERY (1980)
 SS0720
 SS0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (ARB)
 SS0720'RECOVERED AS DESCRIBED IN GOOD CONDITION, USING THE 1977 RECOVERY
 SS0720'NOTE.
 SS0720'
 SS0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREAT FALLS
 SS0720'INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0721 ***********************************************************************
 SS0721  DESIGNATION -  GORE FIELD RM 1
 SS0721  PID         -  SS0721
 SS0721  STATE/COUNTY-  MT/CASCADE
 SS0721  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0721
 SS0721                         *CURRENT SURVEY CONTROL
 SS0721  ___________________________________________________________________
 SS0721* NAD 83(1986)-  47 29 09.     (N)    111 21 15.     (W)     SCALED    
 SS0721* NAVD 88     -      1117.527  (meters)    3666.42   (feet)  ADJUSTED  
 SS0721  ___________________________________________________________________
 SS0721  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS0721  DYNAMIC HT  -        1117.442 (meters)    3666.14  (feet)  COMP
 SS0721  MODELED GRAV-     980,497.9   (mgal)                       NAVD 88
 SS0721
 SS0721  VERT ORDER  -  FIRST     CLASS II
 SS0721
 SS0721.This mark is at Great Falls Intl Airport (GTF)
 SS0721
 SS0721.The horizontal coordinates were scaled from a topographic map and have
 SS0721.an estimated accuracy of +/- 6 seconds.
 SS0721
 SS0721.The orthometric height was determined by differential leveling
 SS0721.and adjusted by the National Geodetic Survey in June 1991..
 SS0721
 SS0721.The geoid height was determined by GEOID03.
 SS0721
 SS0721.The dynamic height is computed by dividing the NAVD 88
 SS0721.geopotential number by the normal gravity value computed on the
 SS0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0721.degrees latitude (g = 980.6199 gals.).
 SS0721
 SS0721.The modeled gravity was interpolated from observed gravity values.
 SS0721
 SS0721;                    North         East    Units  Estimated Accuracy
 SS0721;SPC MT       -   361,210.      460,360.      MT  (+/- 180 meters Scaled)
 SS0721
 SS0721                          SUPERSEDED SURVEY CONTROL
 SS0721
 SS0721  NGVD 29 (??/??/92) 1116.607  (m)         3663.40   (f) ADJ UNCH    1 2
 SS0721
 SS0721.Superseded values are not recommended for survey control.
 SS0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0721.See file dsdata.txt to determine how the superseded data were derived.
 SS0721
 SS0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT733592(NAD 83)
 SS0721_MARKER: DR = REFERENCE MARK DISK
 SS0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0721_SP_SET: APRON
 SS0721_STAMPING: GORE FIELD NO 1 1949
 SS0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0721
 SS0721  HISTORY     - Date     Condition        Report By
 SS0721  HISTORY     - 1949     MONUMENTED       CGS
 SS0721  HISTORY     - 1961     GOOD             NGS
 SS0721  HISTORY     - 1966     GOOD             NGS
 SS0721  HISTORY     - 1979     GOOD             NGS
 SS0721
 SS0721                          STATION DESCRIPTION
 SS0721
 SS0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0721'IN GREAT FALLS.
 SS0721'AT GREAT FALLS MUNICIPAL AIRPORT, 28 1/2 FEET NORTH-NORTHWEST OF THE
 SS0721'NORTHEAST CORNER OF THE U.S. CUSTOMS AND CESSNA SALES AND SERVICE
 SS0721'BUILDING, IN THE TOP OF THE CONCRETE APRON, 22 FEET WEST OF THE CENTER
 SS0721'OF A GATE IN THE FENCE, 2.0 FEET NORTH OF A FENCE, 27 FEET EAST OF
 SS0721'GORE FIELD TRIANGULATION STATION, AND ABOUT LEVEL WITH THE STATION.
 SS0721
 SS0721                          STATION RECOVERY (1966)
 SS0721
 SS0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SS0721'RECOVERED IN GOOD CONDITION.
 SS0721
 SS0721                          STATION RECOVERY (1979)
 SS0721
 SS0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0721'0.8 MILE SOUTH ALONG INTERSTATE HIGHWAY 15 FROM EXIT 278 OVERPASS
 SS0721'IN GREAT FALLS, THENCE 0.1 MILE SOUTHWEST TO AIRPORT ROAD EXIT 277,
 SS0721'AND THENCE 1.4 MILES NORTHEAST TO THE OLD ADMINISTRATION BUILDING,
 SS0721'SET IN THE TOP OF A CONCRETE APRON, 64 FEET NORTHEAST OF THE NORTHWEST
 SS0721'29.8 FEET EAST OF A 2X2X1.5 FOOT CONCRETE FOUNDATION, AND 27.3 FEET
 SS0721'EAST OF GORE FIELD 1949.  NOTE=THE TOP OF THE MARK HAS BEEN SCARRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0562 ***********************************************************************
 QW0562  DESIGNATION -  GRAIN
 QW0562  PID         -  QW0562
 QW0562  STATE/COUNTY-  MT/YELLOWSTONE
 QW0562  USGS QUAD   -  ACTON (1956)
 QW0562
 QW0562                         *CURRENT SURVEY CONTROL
 QW0562  ___________________________________________________________________
 QW0562* NAD 83(1992)-  45 57 32.50148(N)    108 38 22.69921(W)     ADJUSTED  
 QW0562* NAVD 88     -      1245.1    (meters)    4085.     (feet)  VERTCON   
 QW0562  ___________________________________________________________________
 QW0562  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 QW0562  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 QW0562
 QW0562  HORZ ORDER  -  THIRD
 QW0562
 QW0562.The horizontal coordinates were established by classical geodetic methods
 QW0562.and adjusted by the National Geodetic Survey in July 1992..
 QW0562
 QW0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0562
 QW0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0562
 QW0562.The geoid height was determined by GEOID03.
 QW0562
 QW0562;                    North         East     Units Scale Factor Converg.
 QW0562;SPC MT       -   190,292.150   666,664.915   MT  0.99956000   +0 37 45.7
 QW0562;SPC MT       -   624,318.08  2,187,220.85   iFT  0.99956000   +0 37 45.7
 QW0562;UTM  12      - 5,092,204.193   682,901.430   MT  1.00001127   +1 41 49.9
 QW0562
 QW0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0562!SPC MT       -   0.99980689  x   0.99956000  =   0.99936698
 QW0562!UTM  12      -   0.99980689  x   1.00001127  =   0.99981816
 QW0562
 QW0562:                Primary Azimuth Mark                     Grid Az
 QW0562:SPC MT       -  WHEAT                                    092 00 19.7
 QW0562:UTM  12      -  WHEAT                                    090 56 15.5
 QW0562
 QW0562|---------------------------------------------------------------------|
 QW0562| PID    Reference Object                     Distance      Geod. Az  |
 QW0562|                                                           dddmmss.s |
 QW0562| QW0557 WHEAT                               APPROX. 2.9 KM 0923805.4 |
 QW0562|---------------------------------------------------------------------|
 QW0562
 QW0562                          SUPERSEDED SURVEY CONTROL
 QW0562
 QW0562  NAD 83(1986)-  45 57 32.48983(N)    108 38 22.67475(W) AD(       ) 3
 QW0562  NAD 27      -  45 57 32.65987(N)    108 38 20.16010(W) AD(       ) 3
 QW0562  NGVD 29 (07/19/86) 1244.3    (m)         4082.     (f) VERT ANG       
 QW0562
 QW0562.Superseded values are not recommended for survey control.
 QW0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0562.See file dsdata.txt to determine how the superseded data were derived.
 QW0562
 QW0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8290192204(NAD 83)
 QW0562_MARKER: DD = SURVEY DISK
 QW0562_SETTING: 0 = UNSPECIFIED SETTING
 QW0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0562
 QW0562  HISTORY     - Date     Condition        Report By
 QW0562  HISTORY     - 1952     MONUMENTED       USGS
 QW0562
 QW0562                          STATION DESCRIPTION
 QW0562
 QW0562'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0562'STATION IS LOCATED IN SEC.32, T.3 N., R.25 E., BY AIRLINE STATION IS
 QW0562'2.0 MI. N. AND 3.0 MI. E. OF ACTON, MONTANA, AND 2.5 MI. S.,6.6 MI. E.
 QW0562'OF COMANCHE, MONTANA.
 QW0562'
 QW0562'TO REACH FROM POST OFFICE AT ACTON, MONTANA, GO SE. ON MAIN BLACKTOP
 QW0562'HIGHWAY 0.5 MI. TO T-RD. N. TURN LEFT N. 3.2 MI. TO RIGHT TURN IN RD.
 QW0562'CONTINUE ON MAIN TRAVELED RD. 1.0 MI. TO T-RD. N. CONTINUE ON MAIN
 QW0562'RD. E. 1.05 MI. TO T-RD.S. TURN RIGHT S. THROUGH FIELD 0.45 MI. TO
 QW0562'FARM HOUSE.  CONTINUE ON RD. S. 0.6 MI. TO CROSSROAD AT FENCE CORNER.
 QW0562'TURN RIGHT W. 0.4 MI. THENCE RIGHT N. 50 YD. TO TOP OF SMALL
 QW0562'UNCULTIVATED HILL AND STATION.  CAN DRIVE TO STATION.
 QW0562'
 QW0562'STATION MARK - STANDARD USGS BRONZE TABLET SET IN CONCRETE POST
 QW0562'PROJECTING 4-IN. FROM GROUND LOCATED ON SMALL UNCULTIVATED HILL IN
 QW0562'WHEAT FIELD.
 QW0562'
 QW0562'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0593 ***********************************************************************
 QW0593  DESIGNATION -  GRAIN EL E OF 4
 QW0593  PID         -  QW0593
 QW0593  STATE/COUNTY-  MT/STILLWATER
 QW0593  USGS QUAD   -  RAPELJE (1956)
 QW0593
 QW0593                         *CURRENT SURVEY CONTROL
 QW0593  ___________________________________________________________________
 QW0593* NAD 83(1992)-  45 58 25.51306(N)    109 15 06.08566(W)     ADJUSTED  
 QW0593* NAVD 88     -      1244.     (meters)    4081.     (feet)  SCALED    
 QW0593  ___________________________________________________________________
 QW0593  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 QW0593  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 QW0593
 QW0593  HORZ ORDER  -  THIRD
 QW0593
 QW0593.The horizontal coordinates were established by classical geodetic methods
 QW0593.and adjusted by the National Geodetic Survey in July 1992..
 QW0593
 QW0593.The orthometric height was scaled from a topographic map.
 QW0593
 QW0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0593
 QW0593.The geoid height was determined by GEOID03.
 QW0593
 QW0593;                    North         East     Units Scale Factor Converg.
 QW0593;SPC MT       -   191,592.519   619,235.380   MT  0.99955537   +0 10 53.9
 QW0593;SPC MT       -   628,584.38  2,031,612.14   iFT  0.99955537   +0 10 53.9
 QW0593;UTM  12      - 5,092,617.343   635,438.963   MT  0.99982551   +1 15 26.1
 QW0593
 QW0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0593!SPC MT       -   0.99980696  x   0.99955537  =   0.99936242
 QW0593!UTM  12      -   0.99980696  x   0.99982551  =   0.99963251
 QW0593
 QW0593                          SUPERSEDED SURVEY CONTROL
 QW0593
 QW0593  NAD 83(1986)-  45 58 25.50962(N)    109 15 06.05865(W) AD(       ) 4
 QW0593  NAD 27      -  45 58 25.70637(N)    109 15 03.45129(W) AD(       ) 3
 QW0593
 QW0593.Superseded values are not recommended for survey control.
 QW0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0593.See file dsdata.txt to determine how the superseded data were derived.
 QW0593
 QW0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR3543992617(NAD 83)
 QW0593_MARKER: 65 = GRAIN ELEVATOR
 QW0593
 QW0593  HISTORY     - Date     Condition        Report By
 QW0593  HISTORY     - 1952     FIRST OBSERVED   USGS
 QW0593
 QW0593                          STATION DESCRIPTION
 QW0593
 QW0593'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0593'STATION IS CENTER OF AND EASTERLY OF FOUR ON THE N. SIDE OF RR.
 QW0593'TRACKS IN THE NE. PART OF THE TOWN OF RAPELJE, MONTANA.
 QW0593'
 QW0593'STATION MARK - CENTER OF ELEVATOR WAS INTERSECTED.
 QW0593'
 QW0593'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1195 ***********************************************************************
 SR1195  DESIGNATION -  GRAND ISLAND
 SR1195  PID         -  SR1195
 SR1195  STATE/COUNTY-  MT/PHILLIPS
 SR1195  USGS QUAD   -  GRAND ISLAND (1954)
 SR1195
 SR1195                         *CURRENT SURVEY CONTROL
 SR1195  ___________________________________________________________________
 SR1195* NAD 83(1992)-  47 42 12.15193(N)    108 47 04.45346(W)     ADJUSTED  
 SR1195* NAVD 88     -       906.     (meters)    2972.     (feet)  SCALED    
 SR1195  ___________________________________________________________________
 SR1195  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 SR1195  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 SR1195
 SR1195  HORZ ORDER  -  THIRD
 SR1195
 SR1195.The horizontal coordinates were established by classical geodetic methods
 SR1195.and adjusted by the National Geodetic Survey in July 1992..
 SR1195
 SR1195.The orthometric height was scaled from a topographic map.
 SR1195
 SR1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1195
 SR1195.The geoid height was determined by GEOID03.
 SR1195
 SR1195;                    North         East     Units Scale Factor Converg.
 SR1195;SPC MT       -   383,976.537   653,665.060   MT  0.99946536   +0 31 24.0
 SR1195;SPC MT       - 1,259,765.54  2,144,570.41   iFT  0.99946536   +0 31 24.0
 SR1195;UTM  12      - 5,285,709.806   666,202.341   MT  0.99993946   +1 38 20.6
 SR1195
 SR1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1195!SPC MT       -   0.99986040  x   0.99946536  =   0.99932584
 SR1195!UTM  12      -   0.99986040  x   0.99993946  =   0.99979987
 SR1195
 SR1195                          SUPERSEDED SURVEY CONTROL
 SR1195
 SR1195  NAD 83(1986)-  47 42 12.14800(N)    108 47 04.43714(W) AD(       ) 3
 SR1195
 SR1195.Superseded values are not recommended for survey control.
 SR1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1195.See file dsdata.txt to determine how the superseded data were derived.
 SR1195
 SR1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT6620285710(NAD 83)
 SR1195_MARKER: DS = TRIANGULATION STATION DISK
 SR1195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1195
 SR1195  HISTORY     - Date     Condition        Report By
 SR1195  HISTORY     - 1889     MONUMENTED       MORC
 SR1195  HISTORY     - 1954     MARK NOT FOUND   USGS
 SR1195
 SR1195                          STATION DESCRIPTION
 SR1195
 SR1195'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 SR1195'FOLLOWING DESCRIPTION BY MORC
 SR1195'
 SR1195'GRAND ISLAND IS ON THE LEFT BANK, THREE-FOURTHS OF A MI. FROM THE
 SR1195'RIVER, ON THE HIGHEST GROUND, AND COMMANDS A VIEW OF AT LEAST 5 MI.
 SR1195'OF RIVER.
 SR1195'
 SR1195'RECOVERY BY USGS, 1954--SEARCHED FOR AND NOT FOUND.
 SR1195'
 SR1195'STATION MARK--A MORC TABLET ON AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0889 ***********************************************************************
 RX0889  DESIGNATION -  GRANITE
 RX0889  PID         -  RX0889
 RX0889  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0889  USGS QUAD   -  GRANITE BUTTE (1968)
 RX0889
 RX0889                         *CURRENT SURVEY CONTROL
 RX0889  ___________________________________________________________________
 RX0889* NAD 83(1992)-  46 51 46.84661(N)    112 27 53.12659(W)     ADJUSTED  
 RX0889* NAVD 88     -      2317.8    (meters)    7604.     (feet)  VERTCON   
 RX0889  ___________________________________________________________________
 RX0889  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 RX0889  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 RX0889
 RX0889  HORZ ORDER  -  SECOND
 RX0889
 RX0889.The horizontal coordinates were established by classical geodetic methods
 RX0889.and adjusted by the National Geodetic Survey in July 1992..
 RX0889
 RX0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0889
 RX0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0889
 RX0889.The geoid height was determined by GEOID03.
 RX0889
 RX0889;                    North         East     Units Scale Factor Converg.
 RX0889;SPC MT       -   294,633.183   374,127.227   MT  0.99939603   -2 10 07.4
 RX0889;SPC MT       -   966,644.30  1,227,451.53   iFT  0.99939603   -2 10 07.4
 RX0889;UTM  12      - 5,190,982.886   388,357.450   MT  0.99975319   -1 04 08.3
 RX0889
 RX0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0889!SPC MT       -   0.99963881  x   0.99939603  =   0.99903506
 RX0889!UTM  12      -   0.99963881  x   0.99975319  =   0.99939209
 RX0889
 RX0889|---------------------------------------------------------------------|
 RX0889| PID    Reference Object                     Distance      Geod. Az  |
 RX0889|                                                           dddmmss.s |
 RX0889| CN3644 GRANITE RM 1                         11.732 METERS 07605     |
 RX0889| CN3643 GRANITE AZ MK                                      1802902.8 |
 RX0889| CN3645 GRANITE RM 2                         13.731 METERS 19617     |
 RX0889| RX0888 GRANITE BUTTE LOOKOUT TOWER           1.322 METERS 26039     |
 RX0889|---------------------------------------------------------------------|
 RX0889
 RX0889                          SUPERSEDED SURVEY CONTROL
 RX0889
 RX0889  NAD 83(1986)-  46 51 46.85080(N)    112 27 53.11444(W) AD(       ) 2
 RX0889  NAD 27      -  46 51 47.07030(N)    112 27 50.01910(W) AD(       ) 2
 RX0889  NGVD 29 (07/19/86) 2316.6    (m)         7600.     (f) VERT ANG       
 RX0889
 RX0889.Superseded values are not recommended for survey control.
 RX0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0889.See file dsdata.txt to determine how the superseded data were derived.
 RX0889
 RX0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS8835790983(NAD 83)
 RX0889_MARKER: DS = TRIANGULATION STATION DISK
 RX0889_SETTING: 66 = SET IN ROCK OUTCROP
 RX0889_SP_SET: SET IN ROCK OUTCROP
 RX0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0889+STABILITY: POSITION/ELEVATION WELL
 RX0889
 RX0889  HISTORY     - Date     Condition        Report By
 RX0889  HISTORY     - 1956     MONUMENTED       CGS
 RX0889  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RX0889  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RX0889  HISTORY     - 1968     GOOD             USGS
 RX0889
 RX0889                          STATION DESCRIPTION
 RX0889
 RX0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0889'THE STATION IS LOCATED ON THE SUMMIT OF GRANITE BUTTE AND
 RX0889'LIES ABOUT 12 MILES SOUTHEAST OF LINCOLN, ABOUT 2.5 MILES
 RX0889'SOUTH OF STEMPLE PASS AND UNDER THE U.S. FOREST SERVICE,
 RX0889'GRANITE BUTTE, LOOKOUT TOWER.  THE STATION HILL IS COMPOSED
 RX0889'OF LIMESTONE AND SHOULD NOT BE CONFUSED WITH A SOMEWHAT LOWER
 RX0889'HILL OF GRANITE WHICH LIES ABOUT 1 MILE TO THE SOUTH.
 RX0889'
 RX0889'TO REACH FROM THE POST OFFICE AT LINCOLN.  GO EAST, TOWARD
 RX0889'HELENA, FOR 0.6 MILE.  TURN RIGHT, ONTO THE STEMPLE PASS ROAD,
 RX0889'AND GO SOUTH AND EAST FOR 2.9 MILES.  TURN LEFT, AS PER THE
 RX0889'SIGN READING STEMPLE PASS, AND GO EASTERLY FOR 8.6 MILES.
 RX0889'TURN RIGHT, AS PER THE SIGN READING GRANITE BUTTE LOOKOUT,
 RX0889'AND GO SOUTH AND WEST FOR 4.4 MILES.  TURN LEFT, AT A GROUP
 RX0889'OF MINE BUILDINGS, AND GO WEST AND NORTH FOR 0.7 MILE.  (FROM
 RX0889'THIS POINT, GO SOUTH ACROSS COUNTRY FOR 0.25 MILE TO THE
 RX0889'AZIMUTH MARK) CONTINUE EAST AND NORTH FOR 0.3 MILE TO THE
 RX0889'SUMMIT OF THE MOUNTAIN AND THE STATION.
 RX0889'
 RX0889'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 RX0889'AND THE DISK IS STAMPED GRANITE 1956.
 RX0889'
 RX0889'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE GROUND
 RX0889'AND ABOUT 2 FEET LOWER THAN THE STATION.  THE DISK IS STAMPED
 RX0889'GRANITE NO 1 1956.
 RX0889'
 RX0889'REFERENCE MARK 2 PROJECTS ABOUT 2-1/2 FEET AND IS ABOUT 2-1/2
 RX0889'FEET LOWER THAN THE STATION.  THE DISK IS STAMPED GRANITE
 RX0889'NO 2 1956.
 RX0889'
 RX0889'THE AZIMUTH MARK IS LOCATED ON THE CREST OF A LIMESTONE RIDGE
 RX0889'ABOUT 200 FEET WEST OF THE EDGE OF THE TIMBER AND 3 FEET
 RX0889'NORTHWEST OF A WHITE 4 IN BY 4 IN WITNESS POST.  IT IS FLUSH
 RX0889'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 RX0889'GRANITE 1956.
 RX0889
 RX0889                          STATION RECOVERY (1960)
 RX0889
 RX0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 RX0889'ALL MARKS RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES
 RX0889'AND ADDITIONAL MEASUREMENTS, A NEW DESCRIPTION FOLLOWS--
 RX0889'
 RX0889'THE STATION IS UNDER THE GRANITE BUTTE LOOKOUT TOWER, ON
 RX0889'THE HIGHEST POINT OF GRANITE BUTTE.  IT IS ABOUT 6-1/2 MILES
 RX0889'SOUTH AND 10 MILES EAST OF LINCOLN, 2-1/2 MILES SOUTH OF
 RX0889'STEMPLE PASS, 2 MILES NORTH OF THE LEWIS AND CLARK-POWELL
 RX0889'COUNTY LINE AND IN T 13 N, R 7 W.
 RX0889'
 RX0889'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH
 RX0889'ON GRAVELED ROAD FOR 1.3 MILES TO A CROSSROADS AND SIGN STEMPLE
 RX0889'PASS, TURN RIGHT AND GO 10.7 MILES TO A TRACK ROAD AND SIGN
 RX0889'GRANITE BUTTE LOOKOUT ON THE RIGHT, TURN RIGHT ON THE TRACK
 RX0889'ROAD AND GO 2.8 MILES TO A FORK, TURN RIGHT AND GO 1.9 MILES
 RX0889'TO OLD CABINS, TURN SHARP LEFT AND GO 0.5 MILE TO A FORK,
 RX0889'TURN RIGHT AND GO 1.0 MILE.  FROM HERE GO RIGHT FOR 0.25 MILE
 RX0889'TO THE AZIMUTH MARK ON THE LEFT SMALL HILL, CONTINUE FOR
 RX0889'0.4 MILE TO THE LOOKOUT TOWER AND THE STATION.
 RX0889'
 RX0889'THE STATION MARK IS A STANDARD DISK, STAMPED GRANITE 1956,
 RX0889'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 RX0889'THE GROUND.  IT IS 10 FEET NORTHWEST OF THE SOUTHEAST LEG
 RX0889'OF THE TOWER AND 8 FEET SOUTHWEST OF THE NORTHEAST LEG.  NOTE 2.
 RX0889'
 RX0889'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRANITE NO 1 1956,
 RX0889'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 X 12 FOOT OUTCROP
 RX0889'OF BEDROCK PROJECTING 1 FOOT.  NOTE 12A.
 RX0889'
 RX0889'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRANITE NO 2 1956,
 RX0889'CEMENTED IN A DRILL HOLE ON THE WEST EDGE OF A LONG LEDGE OF
 RX0889'OUTCROPPING BEDROCK AND PROJECTS 3 FEET.  IT IS 38 FEET
 RX0889'SOUTHWEST OF THE SOUTHEAST LEG AND 34 FEET SOUTH OF THE SOUTHWEST
 RX0889'LEG OF THE TOWER.  NOTE 12A.
 RX0889'
 RX0889'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRANITE 1956,
 RX0889'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP OF
 RX0889'BEDROCK PROJECTING 3 INCHES.  IT IS 27 FEET NORTH AND 3 FEET
 RX0889'LOWER THAN THE EAST END OF THE RIDGE.  NOTE 17A.
 RX0889
 RX0889                          STATION RECOVERY (1961)
 RX0889
 RX0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 RX0889'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RX0889'CONDITION.
 RX0889
 RX0889                          STATION RECOVERY (1968)
 RX0889
 RX0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RX0889'RECOVERED AND REDESCRIBED AS FOLLOWS
 RX0889'
 RX0889'TO REACH STATION FROM POST OFFICE IN LINCOLN, MONTANA, GO W. FOR ONE
 RX0889'BLOCK TO A CROSSROADS AND SIGN --STEMPLE PASS--, TURN LEFT AND FOLLOW
 RX0889'MAIN GRADED RD. S. AND E. FOR 15.1 MI. TO SUMMIT OF STEMPLE PASS AND
 RX0889'SIGN --GRANITE BUTTE LOOKOUT--, THENCE RIGHT ON A GRADED RD. FOR 3.1
 RX0889'MI. TO RD. FORK, THENCE LEFT FOR 0.1 MI. TO RD. FORK, THENCE RIGHT FOR
 RX0889'0.75 MI. TO DIM TRAIL FORK.  TO REACH THE AZIMUTH MARK TURN RIGHT ON
 RX0889'DIM TRAIL FOR 0.25 MI.  THE AZIMUTH MARK IS ABOUT 100 FT. E. OF TRAIL
 RX0889'IN ROCK OUTCROP.  TO REACH THE STATION CONTINUE E. ON MAIN RD. FOR
 RX0889'0.6 MI. TO LOOKOUT TOWER AND STATION LOCATED 22.6 FT. NNE. OF THE
 RX0889'CENTER OF THE NEW LOOKOUT TOWER.
 RX0889'
 RX0889'STATION MARK--STANDARD USC AND GS DISK SET IN ROCK OUTCROP,
 RX0889'STAMPED---GRANITE 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0504 ***********************************************************************
 ST0504  DESIGNATION -  GRANITE
 ST0504  PID         -  ST0504
 ST0504  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0504  USGS QUAD   -  CADOTTE CREEK (1963)
 ST0504
 ST0504                         *CURRENT SURVEY CONTROL
 ST0504  ___________________________________________________________________
 ST0504* NAD 83(1992)-  47 00 29.74568(N)    112 29 39.98161(W)     ADJUSTED  
 ST0504* NAVD 88     -      1571.7    (meters)    5156.     (feet)  VERTCON   
 ST0504  ___________________________________________________________________
 ST0504  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 ST0504  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 ST0504
 ST0504  HORZ ORDER  -  SECOND
 ST0504
 ST0504.The horizontal coordinates were established by classical geodetic methods
 ST0504.and adjusted by the National Geodetic Survey in July 1992..
 ST0504
 ST0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0504
 ST0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0504
 ST0504.The geoid height was determined by GEOID03.
 ST0504
 ST0504;                    North         East     Units Scale Factor Converg.
 ST0504;SPC MT       -   310,844.980   372,483.773   MT  0.99939264   -2 11 25.6
 ST0504;SPC MT       - 1,019,832.61  1,222,059.62   iFT  0.99939264   -2 11 25.6
 ST0504;UTM  12      - 5,207,166.058   386,402.790   MT  0.99975860   -1 05 35.6
 ST0504
 ST0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0504!SPC MT       -   0.99975569  x   0.99939264  =   0.99914848
 ST0504!UTM  12      -   0.99975569  x   0.99975860  =   0.99951435
 ST0504
 ST0504                          SUPERSEDED SURVEY CONTROL
 ST0504
 ST0504  NAD 83(1986)-  47 00 29.74960(N)    112 29 39.96663(W) AD(       ) 2
 ST0504  NAD 27      -  47 00 29.95547(N)    112 29 36.85707(W) AD(       ) 2
 ST0504  NGVD 29 (07/19/86) 1570.6    (m)         5153.     (f) VERT ANG       
 ST0504
 ST0504.Superseded values are not recommended for survey control.
 ST0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0504.See file dsdata.txt to determine how the superseded data were derived.
 ST0504
 ST0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT8640307166(NAD 83)
 ST0504_MARKER: DD = SURVEY DISK
 ST0504_SETTING: 80 = SET IN A BOULDER
 ST0504_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ST0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0504+STABILITY: SURFACE MOTION
 ST0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0504+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 ST0504
 ST0504  HISTORY     - Date     Condition        Report By
 ST0504  HISTORY     - 1961     MONUMENTED       USGS
 ST0504  HISTORY     - 1968     SEE DESCRIPTION  USGS
 ST0504  HISTORY     - 20060729 GOOD             GEOCAC
 ST0504
 ST0504                          STATION DESCRIPTION
 ST0504
 ST0504'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 ST0504'LOCATED ABOUT 9.5 MI. (AIRLINE) NE. OF LINCOLN, MONTANA, 6.5 MI.
 ST0504'(AIRLINE) W. OF MIKE HORSE MINE AND 0.2 MI. N. OF STATE HIGHWAY 20,
 ST0504'ON S. END OF OPEN RIDGE, ON TOP OF GRANITE BOULDER PROJECTING ABOUT
 ST0504'A FOOT ABOVE GROUND.
 ST0504'
 ST0504'TO REACH STATION FROM LINCOLN RANGER STATION DRIVE NORTHEASTERLY
 ST0504'ALONG STATE HIGHWAY 20 8.3 MI. TO SIDE RD. LEADING AROUND W. BASE OF
 ST0504'LOW RIDGE ON N. SIDE OF HIGHWAY (0.2 MI. W. OF ALICE CREEK ROAD),
 ST0504'TURN LEFT ONTO DIRT RD. AND GO 0.2 MI. TO RD. FORK, TAKE RIGHT FORK
 ST0504'AND CONTINUE UP STEEP TRACK RD. 0.2 MI. TO TOP OF S. END OF SLOPING
 ST0504'RIDGE (150 FT. W. OF WATER TANK) AND STATION.
 ST0504'
 ST0504'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE ON TOP OF GRANITE
 ST0504'BOULDER, STAMPED---GRANITE-ET 1961---.
 ST0504
 ST0504                          STATION RECOVERY (1968)
 ST0504
 ST0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (LLC)
 ST0504'THE STATION IS LOCATED ON THE SAME PROPERTY AND NEAR TRIANGULATION
 ST0504'STATION ALICE 1968.
 ST0504'
 ST0504'THE STATION IS A STANDARD USGS STATION MARK DISK CEMENTED IN A
 ST0504'DRILL HOLE IN THE TOP OF A ROCK OUTCROP THAT PROJECTS 14
 ST0504'INCHES.  IT IS 140 FEET NORTHWEST OF A TANK ON TOP OF RIDGE.
 ST0504'
 ST0504'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ALICE 1968,
 ST0504'DISTANCE BEING 88.4760 METERS OR 290.28 FEET.
 ST0504
 ST0504                          STATION RECOVERY (2006)
 ST0504
 ST0504'RECOVERY NOTE BY GEOCACHING 2006 (JMH)
 ST0504'WATER TANK IN DESCRIPTION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0888 ***********************************************************************
 RX0888  DESIGNATION -  GRANITE BUTTE LOOKOUT TOWER
 RX0888  PID         -  RX0888
 RX0888  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0888  USGS QUAD   -  GRANITE BUTTE (1968)
 RX0888
 RX0888                         *CURRENT SURVEY CONTROL
 RX0888  ___________________________________________________________________
 RX0888* NAD 83(1992)-  46 51 46.83965(N)    112 27 53.18818(W)     ADJUSTED  
 RX0888* NAVD 88     -                                                        
 RX0888  ___________________________________________________________________
 RX0888  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 RX0888  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 RX0888
 RX0888  HORZ ORDER  -  THIRD
 RX0888
 RX0888.The horizontal coordinates were established by classical geodetic methods
 RX0888.and adjusted by the National Geodetic Survey in July 1992..
 RX0888
 RX0888
 RX0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0888
 RX0888.The geoid height was determined by GEOID03.
 RX0888
 RX0888;                    North         East     Units Scale Factor Converg.
 RX0888;SPC MT       -   294,633.018   374,125.916   MT  0.99939603   -2 10 07.5
 RX0888;SPC MT       -   966,643.76  1,227,447.23   iFT  0.99939603   -2 10 07.5
 RX0888;UTM  12      - 5,190,982.696   388,356.142   MT  0.99975320   -1 04 08.4
 RX0888
 RX0888                          SUPERSEDED SURVEY CONTROL
 RX0888
 RX0888  NAD 83(1986)-  46 51 46.84727(N)    112 27 53.17657(W) AD(       ) 4
 RX0888  NAD 27      -  46 51 47.06300(N)    112 27 50.08200(W) AD(       ) 3
 RX0888
 RX0888.Superseded values are not recommended for survey control.
 RX0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0888.See file dsdata.txt to determine how the superseded data were derived.
 RX0888
 RX0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS8835690983(NAD 83)
 RX0888
 RX0888  HISTORY     - Date     Condition        Report By
 RX0888  HISTORY     - 1956     MONUMENTED       CGS
 RX0888  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RX0888
 RX0888                          STATION DESCRIPTION
 RX0888
 RX0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0888'THE STATION IS LOCATED ON THE SUMMIT OF GRANITE BUTTE AND
 RX0888'LIES ABOUT 12 MILES SOUTHEAST OF LINCOLN, ABOUT 2.5 MILES
 RX0888'SOUTH OF STEMPLE PASS.
 RX0888'
 RX0888'THE STATION IS THE BASE AND CENTER OF THE FOUR LEGGED, WOODEN,
 RX0888'LOOKOUT TOWER.  THE TOWER IS ABOUT 40 FEET IN HEIGHT, AND IS
 RX0888'LIES 1.280 METERS WEST OF TRIANGULATION STATION GRANITE.  THE
 RX0888'BASE OF THE TOWER IS 0.11 METER HIGHER THAN TRIANGULATION
 RX0888'STATION GRANITE.
 RX0888
 RX0888                          STATION RECOVERY (1961)
 RX0888
 RX0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 RX0888'THE STATION WAS RECOVERED AS DESCRIBED BY W.F.D. IN 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0616 ***********************************************************************
 QW0616  DESIGNATION -  GRANITE PEAK
 QW0616  PID         -  QW0616
 QW0616  STATE/COUNTY-  MT/PARK
 QW0616  USGS QUAD   -  GRANITE PEAK (1996)
 QW0616
 QW0616                         *CURRENT SURVEY CONTROL
 QW0616  ___________________________________________________________________
 QW0616* NAD 83(1993)-  45 09 48.33593(N)    109 48 26.84249(W)     ADJUSTED  
 QW0616* NAVD 88     -      3903.5    (meters)   12807.     (feet)  VERTCON   
 QW0616  ___________________________________________________________________
 QW0616  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 QW0616  GEOID HEIGHT-          -7.60  (meters)                     GEOID03
 QW0616
 QW0616  HORZ ORDER  -  THIRD
 QW0616
 QW0616.The horizontal coordinates were established by classical geodetic methods
 QW0616.and adjusted by the National Geodetic Survey in January 1997..
 QW0616
 QW0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0616
 QW0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0616
 QW0616.The geoid height was determined by GEOID03.
 QW0616
 QW0616;                    North         East     Units Scale Factor Converg.
 QW0616;SPC MT       -   101,573.108   575,829.399   MT  0.99990584   -0 13 29.7
 QW0616;SPC MT       -   333,245.10  1,889,204.06   iFT  0.99990584   -0 13 29.7
 QW0616;UTM  12      - 5,001,796.993   593,723.085   MT  0.99970801   +0 50 44.6
 QW0616
 QW0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0616!SPC MT       -   0.99938956  x   0.99990584  =   0.99929546
 QW0616!UTM  12      -   0.99938956  x   0.99970801  =   0.99909775
 QW0616
 QW0616:                Primary Azimuth Mark                     Grid Az
 QW0616:SPC MT       -  ZIMMER                                   232 43 07.7
 QW0616:UTM  12      -  ZIMMER                                   231 38 53.4
 QW0616
 QW0616|---------------------------------------------------------------------|
 QW0616| PID    Reference Object                     Distance      Geod. Az  |
 QW0616|                                                           dddmmss.s |
 QW0616| QW0618 ZIMMER                              APPROX. 8.5 KM 2322938.0 |
 QW0616|---------------------------------------------------------------------|
 QW0616
 QW0616                          SUPERSEDED SURVEY CONTROL
 QW0616
 QW0616  NAD 83(1992)-  45 09 48.33845(N)    109 48 26.83332(W) AD(       ) 3
 QW0616  NAD 83(1986)-  45 09 48.33605(N)    109 48 26.82798(W) AD(       ) 3
 QW0616  NAD 27      -  45 09 48.53734(N)    109 48 24.16729(W) AD(       ) 3
 QW0616  NGVD 29 (07/19/86) 3901.9    (m)        12801.     (f) VERT ANG       
 QW0616
 QW0616.Superseded values are not recommended for survey control.
 QW0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0616.See file dsdata.txt to determine how the superseded data were derived.
 QW0616
 QW0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR9372301797(NAD 83)
 QW0616_MARKER: DD = SURVEY DISK
 QW0616_SETTING: 0 = UNSPECIFIED SETTING
 QW0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0616
 QW0616  HISTORY     - Date     Condition        Report By
 QW0616  HISTORY     - 1953     MONUMENTED       USGS
 QW0616
 QW0616                          STATION DESCRIPTION
 QW0616
 QW0616'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QW0616'STATION LOCATED ON HIGHEST POINT OF HIGHEST PEAK IN MONTANA,
 QW0616'APPROXIMATELY IN CENTER OF SEC. 1, T 8 S, R 15 E.
 QW0616'
 QW0616'TO REACH FROM EAST ROSEBUD LAKE, TAKE MYSTIC LAKE TRAIL TO TOP OF
 QW0616'PLATEAU, LEAVE TRAIL AND WORK UP PLATEAU SW., WITH HORSES STAY TO
 QW0616'N. OF MAIN TOPS AND BEWARE OF BOGGY SPOTS, WORK TO POINT WHERE THE
 QW0616'PLATEAU RUNS PRIMARILY N-S., TURN S. AND CROSS RIDGE, GO TO BOTTOM
 QW0616'OF SWALE WHERE THERE IS AN AMOUNT OF RUNNING WATER, WITH AN ISOLATED
 QW0616'BOULDER, RECTANGULAR IN SHAPE, AND ABOUT 3 FT. ABOVE GROUND.  CAMP
 QW0616'HERE, NO WOOD OR GRAZING ARE AVAILABLE, ABOUT A 6-1/2 HR. RIDE FROM
 QW0616'THE LAKE, THERE IS A SMALL TOP WHICH IS E. OF THE MAIN RIDGE, ABOUT
 QW0616'1500 FT. S. OF THIS POINT, ON FOOT, TRAVEL SW. STAYING ON THE N.
 QW0616'AND W. SIDES OF THE SMALL TOP, TO A SADDLE ON THE MAIN RIDGE N. OF
 QW0616'TEMPEST MT., THERE IS A TRACE OF A GAME TRAIL HERE, STARTING DOWN THE
 QW0616'W. FACE OF TEMPEST TOWARD THE LOW POINT (SADDLE) BETWEEN TEMPEST AND
 QW0616'GRANITE, YOU WILL SEE A SMALL SADDLE IN THE FIRST RIDGE TO S., GO
 QW0616'THROUGH THIS AND CONTINUE DOWN TO THE LOW SPOT BETWEEN THE TWO
 QW0616'MOUNTAINS, CROSS TO THE S. SIDE OF THIS SADDLE AND CLIMB TOWARD THE
 QW0616'FIRST MAJOR RIDGE COMING INTO THE MAIN RIDGE FROM THE S., ANY ROUTE
 QW0616'TO THIS RIDGE IS ACCEPTABLE.  NEAR THE JUNCTION OF THE RIDGES, CROSS
 QW0616'TO THE W. SIDE AND MAKE A SMALL DROP IN ELEVATION TO A SNOWBRIDGE,
 QW0616'CROSS THIS SNOWBRIDGE, BARE LEFT ON THE S. SIDE AND RETURN TO THE
 QW0616'MAIN RIDGE AS SOON AS POSSIBLE, HERE A PASSABLE ROUTE ON THE N. FACE
 QW0616'SHOULD BE SEEN, FOLLOW THIS AND RETURN TO TOP OF MAIN RIDGE AT FIRST
 QW0616'GOOD OPPORTUNITY.  BOTH OF THESE ROUTES ARE SHORT AND YOU SHOULD BE
 QW0616'BACK ON THE MAIN RIDGE SHORTLY AFTER CROSSING THE SNOWBRIDGE, CROSS
 QW0616'TO THE S. SIDE OF MAIN RIDGE AND WORK TO SMALL V-OPENING IN THE NEXT
 QW0616'MAJOR RIDGE FROM THE S., THERE IS A ROUTE DUE W. OF HERE TO A SIMILAR
 QW0616'V ON THE NEXT RIDGE, IT APPEARS ALMOST IN TRAIL FORM, CLIMB DOWN AND
 QW0616'UP INTO THIS V, YOU ARE NOW LOOKING INTO THE FINAL FACE OF THE PEAK,
 QW0616'THE NEXT RIDGE W., WHICH COMES IN FROM THE S., GOES TO THE TOP OF THE
 QW0616'PEAK, IT IS A SMOOTH FACED RIDGE WITH A SMALL CREVICE RUNNING FROM
 QW0616'TOP TO BOTTOM TO THE LEFT OR S. OF YOU, NEAR THE TOP OF THE RIDGE AND
 QW0616'THE PEAK, YOU WILL SEE A LARGE BOULDER BRIDGED ACROSS OTHERS ON THE
 QW0616'RIDGE, FORMING A SKYLINED HOLE UNDERNEATH, JUST LEFT OF THIS IS A
 QW0616'SMALL CREVICE, WORK ALONG W. ABOUT 100 FT. TO A POINT (A LEDGE) ABOUT
 QW0616'50 FT. FROM THE MAIN DRAIN, ON YOUR RIGHT (N.) AS YOU FACE THE PEAK,
 QW0616'YOU WILL NOTE A VERY NARROW LEDGE FORMED BY SEPARATION FROM THE MAIN
 QW0616'FACE, FOLLOW THIS LEDGE AND IT GIVES WAY TO A NARROWER ONE, CROSS THE
 QW0616'SECOND (BOTH LEDGES ARE ONLY 10 OR 15 FT. LONG) AND CLIMB DIRECTLY
 QW0616'UP THE FACE, FOLLOWING NATURAL ROUTE, TO FIRST GOOD LEDGE, TURN W. TO
 QW0616'CREVICE, UP THIS TO TOP OF RIDGE AND YOU ARE ABOUT 20 FT. BELOW AND
 QW0616'100 FT. S. OF THE TOP, THE REST IS EASY.
 QW0616'
 QW0616'STATION MARK--STANDARD ALUMINUM ALLOY TABLET, CEMENTED IN GRANITE,
 QW0616'STAMPED ---GRANITE PEAK 1953---.  A 3 FT. CAIRN IS BUILT OVER THE
 QW0616'TABLET.
 QW0616'
 QW0616'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0576 ***********************************************************************
 QY0576  DESIGNATION -  GRANULATED
 QY0576  PID         -  QY0576
 QY0576  STATE/COUNTY-  MT/SILVER BOW
 QY0576  USGS QUAD   -  WISE RIVER (1988)
 QY0576
 QY0576                         *CURRENT SURVEY CONTROL
 QY0576  ___________________________________________________________________
 QY0576* NAD 83(1992)-  45 51 54.74978(N)    112 56 12.13464(W)     ADJUSTED  
 QY0576* NAVD 88     -      2792.3    (meters)    9161.     (feet)  VERTCON   
 QY0576  ___________________________________________________________________
 QY0576  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 QY0576  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 QY0576
 QY0576  HORZ ORDER  -  FIRST
 QY0576
 QY0576.The horizontal coordinates were established by classical geodetic methods
 QY0576.and adjusted by the National Geodetic Survey in July 1992..
 QY0576
 QY0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0576
 QY0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0576
 QY0576.The geoid height was determined by GEOID03.
 QY0576
 QY0576;                    North         East     Units Scale Factor Converg.
 QY0576;SPC MT       -   185,353.651   333,330.587   MT  0.99959103   -2 30 50.3
 QY0576;SPC MT       -   608,115.65  1,093,604.29   iFT  0.99959103   -2 30 50.3
 QY0576;UTM  12      - 5,080,895.166   349,673.617   MT  0.99987782   -1 23 24.9
 QY0576
 QY0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0576!SPC MT       -   0.99956432  x   0.99959103  =   0.99915553
 QY0576!UTM  12      -   0.99956432  x   0.99987782  =   0.99944219
 QY0576
 QY0576|---------------------------------------------------------------------|
 QY0576| PID    Reference Object                     Distance      Geod. Az  |
 QY0576|                                                           dddmmss.s |
 QY0576| CN3648 GRANULATED RM 1                       5.604 METERS 07537     |
 QY0576| QY0575 FM 9 B 17 CAIRN                      53.470 METERS 18411     |
 QY0576| QY0572 BLACK LION                          APPROX.26.5 KM 1884455.8 |
 QY0576| CN3649 GRANULATED RM 2                       8.788 METERS 19424     |
 QY0576| CN4074 LEM CAIRN                                          2971655.2 |
 QY0576|---------------------------------------------------------------------|
 QY0576
 QY0576                          SUPERSEDED SURVEY CONTROL
 QY0576
 QY0576  NAD 83(1986)-  45 51 54.74852(N)    112 56 12.13392(W) AD(       ) 1
 QY0576  NAD 27      -  45 51 55.02100(N)    112 56 09.00200(W) AD(       ) 1
 QY0576  NGVD 29 (07/19/86) 2791.0    (m)         9157.     (f) VERT ANG       
 QY0576
 QY0576.Superseded values are not recommended for survey control.
 QY0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0576.See file dsdata.txt to determine how the superseded data were derived.
 QY0576
 QY0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4967480895(NAD 83)
 QY0576_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0576_SETTING: 80 = SET IN A BOULDER
 QY0576_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QY0576
 QY0576  HISTORY     - Date     Condition        Report By
 QY0576  HISTORY     - 1956     MONUMENTED       CGS
 QY0576
 QY0576                          STATION DESCRIPTION
 QY0576
 QY0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0576'THE STATION IS LOCATED ON THE HIGHEST POINT OF GRANULATED
 QY0576'MOUNTAIN AND LIES ABOUT 21 MILES SOUTHWEST OF BUTTE, ABOUT
 QY0576'18 MILES SOUTH OF ANACONDA, ABOUT 5.5 MILES NORTH OF WISE
 QY0576'RIVER AND ABOUT 100 YARDS SOUTH OF THE EDGE OF THE TIMBER.
 QY0576'TWO ROCKY HILLS OF SLIGHTLY LOWER ELEVATION LIE ABOUT 0.6 MILE
 QY0576'WEST OF THE STATION HILL.
 QY0576'
 QY0576'TO REACH FROM THE POST OFFICE AT WISE RIVER.  GO EASTERLY, ON
 QY0576'STATE HIGHWAY 43, FOR 1.7 MILES.  TURN LEFT, CROSS OVER THE
 QY0576'BRIDGE WHICH SPANS THE BIGHOLE RIVER, AND GO NORTHERLY FOR
 QY0576'3.5 MILES.  PASS A SIGN READING SPRUCE CREEK AND CONTINUE
 QY0576'STRAIGHT AHEAD FOR 0.25 MILE.  PASS THROUGH A POLE GATE AND
 QY0576'CONTINUE NORTH FOR 0.1 MILE.  PASS THROUGH A POLE GATE AND
 QY0576'GO NORTHWESTERLY, UP THE STEEP CANYON ROAD, FOR 0.8 MILE.
 QY0576'PASS TO THE LEFT HAND SIDE OF A WATER TROUGH AND CONTINUE
 QY0576'NORTHERLY FOR 0.9 MILE TO A GRASSY RIDGE.  CONTINUE
 QY0576'NORTHWEST, ON THE TRACK ROAD, FOR 1.3 MILES TO THE HIGH
 QY0576'GROUND AT THE EDGE OF THE TIMBER AND THE END OF TRUCK
 QY0576'TRAVEL.  FROM THIS POINT PACK WESTERLY, DOWN GRADE AND THROUGH
 QY0576'THE DENSE TIMBER, FOR ABOUT 1.0 MILE.  BEAR TO THE LEFT
 QY0576'AND FOLLOW THE CLEARED TRAIL, SOUTHWESTERLY FOR ABOUT 0.75
 QY0576'MILE TO THE SUMMIT OF A GRASS COVERED HILL.  CONTINUE
 QY0576'SOUTHWEST FOR ABOUT 0.2 MILE TO LOW SADDLE.  (AT THIS
 QY0576'POINT A TRAIL WHICH RUNS NORTH AND SOUTH IS CROSSED)
 QY0576'CONTINUE SOUTHWEST, UP THE STEEP SLOPE, FOR ABOUT 0.2
 QY0576'MILE.  CROSS OVER A POLE FENCE AND CONTINUE WESTERLY FOR
 QY0576'ABOUT 0.5 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 QY0576'THIS IS ABOUT A 4-1/2 HOUR PACK.  THE LAST WATER IS AT THE BASE
 QY0576'OF THE GRASS COVERED HILL MENTIONED ABOVE.
 QY0576'
 QY0576'THE STATION MARK PROJECTS ABOUT 2 INCHES, AND THE DISK IS
 QY0576'STAMPED GRANULATED 1956.
 QY0576'
 QY0576'REFERENCE MARK 1 IS SET IN A BOULDER WHICH IS 3 BY 1-1/2 FEET
 QY0576'AND IS FLUSH WITH THE SURFACE OF THE HILL.  THE DISK IS
 QY0576'STAMPED GRANULATED NO 1 1956.
 QY0576'
 QY0576'REFERENCE MARK 2 IS SET IN A BOULDER WHICH IS 2 BY 3 FEET
 QY0576'AND PROJECTS 1 FOOT.  THE DISK IS STAMPED GRANULATED NO 2 1956.
 QY0576'
 QY0576'THE AZIMUTH MARK IS THE CENTER OF A CAIRN WHICH LIES ON THE
 QY0576'SUMMIT OF A ROCKY KNOLL WHICH IS ABOUT 0.6 MILE WEST NORTHWEST
 QY0576'OF THE STATION.  IT IS ABOUT 6 FEET IN DIAMETER AND ABOUT 7
 QY0576'FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0529 ***********************************************************************
 QW0529  DESIGNATION -  GRAPE
 QW0529  PID         -  QW0529
 QW0529  STATE/COUNTY-  MT/BIG HORN
 QW0529  USGS QUAD   -  GRAPEVINE DOME (1983)
 QW0529
 QW0529                         *CURRENT SURVEY CONTROL
 QW0529  ___________________________________________________________________
 QW0529* NAD 83(1993)-  45 17 29.83054(N)    108 03 46.24407(W)     ADJUSTED  
 QW0529* NAVD 88     -      1565.2    (meters)    5135.     (feet)  VERTCON   
 QW0529  ___________________________________________________________________
 QW0529  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 QW0529  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 QW0529
 QW0529  HORZ ORDER  -  SECOND
 QW0529
 QW0529.The horizontal coordinates were established by classical geodetic methods
 QW0529.and adjusted by the National Geodetic Survey in January 1997..
 QW0529
 QW0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0529
 QW0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0529
 QW0529.The geoid height was determined by GEOID03.
 QW0529
 QW0529;                    North         East     Units Scale Factor Converg.
 QW0529;SPC MT       -   116,804.804   712,714.150   MT  0.99983747   +1 03 04.6
 QW0529;SPC MT       -   383,217.86  2,338,301.02   iFT  0.99983747   +1 03 04.6
 QW0529;UTM  12      - 5,019,543.772   730,314.506   MT  1.00025226   +2 05 18.0
 QW0529;UTM  13      - 5,019,910.866   259,829.614   MT  1.00030928   -2 10 40.0
 QW0529
 QW0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0529!SPC MT       -   0.99975660  x   0.99983747  =   0.99959411
 QW0529!UTM  12      -   0.99975660  x   1.00025226  =   1.00000880
 QW0529!UTM  13      -   0.99975660  x   1.00030928  =   1.00006580
 QW0529
 QW0529|---------------------------------------------------------------------|
 QW0529| PID    Reference Object                     Distance      Geod. Az  |
 QW0529|                                                           dddmmss.s |
 QW0529| CQ6640 GRAPE RM 1                            8.435 METERS 13214     |
 QW0529| CQ6639 GRAPE AZ MK                                        2144743.5 |
 QW0529| CQ6641 GRAPE RM 2                           12.184 METERS 24401     |
 QW0529|---------------------------------------------------------------------|
 QW0529
 QW0529                          SUPERSEDED SURVEY CONTROL
 QW0529
 QW0529  NAD 83(1992)-  45 17 29.82312(N)    108 03 46.23950(W) AD(       ) 2
 QW0529  NAD 83(1986)-  45 17 29.82343(N)    108 03 46.23180(W) AD(       ) 2
 QW0529  NAD 27      -  45 17 29.97230(N)    108 03 43.82020(W) AD(       ) 2
 QW0529  NGVD 29 (07/19/86) 1564.3    (m)         5132.     (f) VERT ANG       
 QW0529
 QW0529.Superseded values are not recommended for survey control.
 QW0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0529.See file dsdata.txt to determine how the superseded data were derived.
 QW0529
 QW0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR3031519544(NAD 83)
 QW0529_MARKER: DS = TRIANGULATION STATION DISK
 QW0529_SETTING: 66 = SET IN ROCK OUTCROP
 QW0529
 QW0529  HISTORY     - Date     Condition        Report By
 QW0529  HISTORY     - 1957     MONUMENTED       CGS
 QW0529
 QW0529                          STATION DESCRIPTION
 QW0529
 QW0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QW0529'LOCATED ABOUT 16 MILES WEST AND 11-1/2 MILES SOUTH OF ST.
 QW0529'XAVIER, 2 MILES NORTH OF THE BIG HORN RIVER, ABOUT 7-1/2
 QW0529'MILES SOUTHWEST OF THE WALCOTT RANCH HEADQUARTERS, 0.2 MILE
 QW0529'WEST OF A POWERLINE, IN THE CROW INDIAN RESERVATION, ON A
 QW0529'HIGH KNOLL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 QW0529'
 QW0529'REACHED FROM CROW AGENCY, MONTANA, FROM THE DEPOT, BY GOING
 QW0529'NORTHERLY ON U.S. HIGHWAY 87 FOR 0.5 MILE TO A SIDE ROAD
 QW0529'LEFT, TURN LEFT AND FOLLOW MAIN GRAVEL ROAD FOR 9.9 MILES TO
 QW0529'INTERSECTION WITH MACADAM ROAD, TURN RIGHT ONTO MACADAM ROAD
 QW0529'FOR 1.25 MILES TO THE CENTER OF A BRIDGE OVER THE BIG HORN
 QW0529'RIVER, CONTINUE ON MACADAM ROAD FOR 0.45 MILE TO A SIDE ROAD
 QW0529'LEFT, TURN LEFT AND FOLLOW MAIN GRAVEL ROAD FOR 0.1 MILE TO
 QW0529'A CATTLEGUARD, CROSS CATTLEGUARD AND CONTINUE SOUTHERLY ON
 QW0529'MAIN GRAVEL ROAD FOR 16.85 MILES TO A FORK JUST AFTER PASSING
 QW0529'UNDER A POWERLINE, TAKE LEFT FORK AND CONTINUE ON MAIN
 QW0529'GRAVEL ROAD, SOUTHERLY, FOR 7.55 MILES TO THE WEST END OF A
 QW0529'METAL GRANARY IN THE SOUTH EDGE OF THE CAMPBELL RANCH
 QW0529'GROUNDS, CONTINUE SOUTHERLY, CROSSING CATTLEGUARD, ON
 QW0529'GRADED DIRT ROAD FOR 1.4 MILES TO CROSSROADS, TURN LEFT
 QW0529'AND FOLLOW GRADED DIRT ROAD FOR 3.55 MILES TO A WIRE GATE, PASS
 QW0529'THROUGH GATE AND AND CONTINUE ON DIRT ROAD FOR 2.3 MILES
 QW0529'TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE ON DIRT ROAD
 QW0529'FOR 1.25 MILES TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 QW0529'ON DIRT ROAD 0.25 MILE TO CROSSROADS, CONTINUE STRAIGHT AHEAD
 QW0529'0.1 MILE TO A FORK, RIGHT FORK GOES TO RANCH HOUSE, CONTINUE
 QW0529'STRAIGHT AHEAD, CROSS CREEK AND BETWEEN TWO RED BUILDINGS, FOR 0.15
 QW0529'TO A FORK, TAKE RIGHT FORK UPHILL 0.15 MILE TO A WIRE GATE,
 QW0529'PASS THROUGH GATE AND FOLLOW TRACK ROAD 0.5 MILE TO A
 QW0529'WIRE GATE, PASS THROUGH GATE AND TAKE LEFT FORK UPHILL
 QW0529'FOR 0.35 MILE TO POWERLINE, PASS UNDER POWERLINE AND
 QW0529'CONTINUE ON TRACK ROAD FOR 1.65 MILES TO A POWERLINE,
 QW0529'PASS UNDER POWERLINE AND CONTINUE ON TRACK ROAD FOR 3.3
 QW0529'MILES TO A POWERLINE, PASS UNDER POWERLINE AND CONTINUE ON
 QW0529'TRACK ROAD ALONG POWERLINE FOR 0.3 MILE TO 3 POWERLINE
 QW0529'POLES, WEST ONE OF POLES IS NUMBERED 40/8, AT THIS POINT BEAR
 QW0529'RIGHT, WEST, OFF OF TRACK ROAD AND PICK WAY ACROSS PASTURE
 QW0529'FOR 0.2 MILE TO TOP OF KNOLL AND STATION.
 QW0529'
 QW0529'STATION MARK IS A STANDARD DISK, STAMPED GRAPE 1957, SET IN
 QW0529'A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 4 INCHES.  A
 QW0529'WHITE POST WAS SET 5 FEET SOUTH OF THE MARK.
 QW0529'
 QW0529'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAPE NO 1 1957,
 QW0529'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 QW0529'GROUND SURFACE.
 QW0529'
 QW0529'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAPE NO 2
 QW0529'1957, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, PROJECTING
 QW0529'4 INCHES.
 QW0529'
 QW0529'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAPE 1957, SET IN
 QW0529'A DRILL HOLE IN OUTCROPPING BEDROCK, 4 FEET LONG, 5 FEET
 QW0529'WIDE AND PROJECTING 3 INCHES.
 QW0529'
 QW0529'TO REACH THE AZIMUTH MARK FROM THE STATION PICK WAY ACROSS
 QW0529'PASTURE SOUTHWESTERLY FOR 0.3 MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0356 ***********************************************************************
 QV0356  DESIGNATION -  GRASS
 QV0356  PID         -  QV0356
 QV0356  STATE/COUNTY-  MT/BIG HORN
 QV0356  USGS QUAD   -  PEYOTE POINT (1964)
 QV0356
 QV0356                         *CURRENT SURVEY CONTROL
 QV0356  ___________________________________________________________________
 QV0356* NAD 83(1993)-  45 08 29.54951(N)    107 58 06.39242(W)     ADJUSTED  
 QV0356* NAVD 88     -      2349.6    (meters)    7709.     (feet)  VERTCON   
 QV0356  ___________________________________________________________________
 QV0356  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 QV0356  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 QV0356
 QV0356  HORZ ORDER  -  SECOND
 QV0356
 QV0356.The horizontal coordinates were established by classical geodetic methods
 QV0356.and adjusted by the National Geodetic Survey in January 1997..
 QV0356
 QV0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0356
 QV0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0356
 QV0356.The geoid height was determined by GEOID03.
 QV0356
 QV0356;                    North         East     Units Scale Factor Converg.
 QV0356;SPC MT       -   100,271.275   720,443.234   MT  0.99991799   +1 07 13.2
 QV0356;SPC MT       -   328,974.00  2,363,658.90   iFT  0.99991799   +1 07 13.2
 QV0356;UTM  13      - 5,002,961.453   266,618.462   MT  1.00026977   -2 06 18.5
 QV0356;UTM  12      - 5,003,145.795   738,343.701   MT  1.00029856   +2 08 59.8
 QV0356
 QV0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0356!SPC MT       -   0.99963354  x   0.99991799  =   0.99955156
 QV0356!UTM  13      -   0.99963354  x   1.00026977  =   0.99990322
 QV0356!UTM  12      -   0.99963354  x   1.00029856  =   0.99993199
 QV0356
 QV0356|---------------------------------------------------------------------|
 QV0356| PID    Reference Object                     Distance      Geod. Az  |
 QV0356|                                                           dddmmss.s |
 QV0356| CQ6643 GRASS RM 1                           16.387 METERS 02243     |
 QV0356| CQ6644 GRASS RM 2                           10.959 METERS 08021     |
 QV0356| CQ6642 GRASS AZ MK                                        2181148.9 |
 QV0356|---------------------------------------------------------------------|
 QV0356
 QV0356                          SUPERSEDED SURVEY CONTROL
 QV0356
 QV0356  NAD 83(1992)-  45 08 29.54361(N)    107 58 06.38222(W) AD(       ) 2
 QV0356  NAD 83(1986)-  45 08 29.54322(N)    107 58 06.37927(W) AD(       ) 2
 QV0356  NAD 27      -  45 08 29.68400(N)    107 58 03.99270(W) AD(       ) 2
 QV0356  NGVD 29 (07/19/86) 2348.6    (m)         7705.     (f) VERT ANG       
 QV0356
 QV0356.Superseded values are not recommended for survey control.
 QV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0356.See file dsdata.txt to determine how the superseded data were derived.
 QV0356
 QV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL6661802961(NAD 83)
 QV0356_MARKER: DS = TRIANGULATION STATION DISK
 QV0356_SETTING: 66 = SET IN ROCK OUTCROP
 QV0356
 QV0356  HISTORY     - Date     Condition        Report By
 QV0356  HISTORY     - 1957     MONUMENTED       CGS
 QV0356
 QV0356                          STATION DESCRIPTION
 QV0356
 QV0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QV0356'STATION IS IN THE CROW INDIAN RESERVATION, 29 MILES WEST-NORTHWEST
 QV0356'OF WYOLA, 9-3/4 MILES NORTH OF THE MONTANA-WYOMING STATE LINE,
 QV0356'2 MILES WEST OF BLACK CANYON CREEK, ON THE HIGHEST POINT OF
 QV0356'A BARE RIDGE THAT LIES AT THE NORTHERN END OF THE BIG HORN
 QV0356'RANGE.
 QV0356'
 QV0356'STATION IS REACHED FROM THE RAILROAD DEPOT IN WYOLA BY GOING
 QV0356'SOUTH ON U.S. HIGHWAY 87 FOR 0.25 MILE TO A PAVED ROAD ON
 QV0356'THE RIGHT, TURN RIGHT AND GO SOUTHWESTERLY ON THE PAVED ROAD
 QV0356'FOR 10.8 MILES TO THE END OF THE PAVEMENT, CONTINUE STRAIGHT
 QV0356'AHEAD ON A GRAVELED ROAD FOR 5.0 MILES TO A FORK AFTER CROSSING
 QV0356'A CATTLE GUARD, TURN RIGHT AND FOLLOW A GRADED DIRT ROAD
 QV0356'NORTHWESTERLY FOR 5.15 MILE TO A BRIDGE SPANNING LODGEGRASS
 QV0356'CREEK, CROSS THE BRIDGE AND CONTINUE 0.2 MILE TO A FORK, BEAR
 QV0356'LEFT AND CONTINUE 0.2 MILE TO A FORK, BEAR LEFT AGAIN AND
 QV0356'CONTINUE FOR 0.35 MILE TO A GATE, PASS THROUGH THE GATE AND
 QV0356'CONTINUE ON A BLADED ROAD FOR 1.9 MILE TO A CATTLE GUARD AT
 QV0356'THE END OF THE BLADED ROAD, CONTINUE STRAIGHT AHEAD ON A
 QV0356'WELL DEFINED TRACK ROAD FOR 5.75 MILE TO A FORK AT A GATE,
 QV0356'BEAR LEFT, PASS THROUGH THE GATE AND CONTINUE FOR 4.0
 QV0356'MILES TO A FORK, (LEFT FORK LEADS TO SHEEP MOUNTAIN AND
 QV0356'WYOMING STATE HIGHWAY 14) TAKE THE RIGHT FORK AND
 QV0356'CONTINUE FOR 2.0 MILES TO THE WINDY POINT LOOKOUT ON THE
 QV0356'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A FORK AT
 QV0356'A CORRAL, BEAR LEFT AND FOLLOW THE MAIN ROAD FOR 1.6 MILES TO
 QV0356'TWO CABINS ON THE RIGHT, CONTINUE ON THE MAIN ROAD FOR
 QV0356'5 MILES TO THE TOP OF A SADDLE, CONTINUE NORTHEASTERLY ON
 QV0356'THE MAIN ROAD FOR 2.25 MILE TO THE AZIMUTH MARK ON THE
 QV0356'RIGHT, CONTINUE NORTHERLY FOR 0.25 MILE TO A LOCKED GATE IN A
 QV0356'LOG FENCE LINE, TURN SHARP RIGHT AND GO EASTERLY ALONG
 QV0356'THE SOUTH SIDE OF THE LOG FENCE FOR 0.1 MILE TO THE END OF
 QV0356'TRUCK TRAVEL.  FROM THIS POINT PACK NORTH 113 FEET TO THE
 QV0356'HIGHEST POINT AND THE STATION.
 QV0356'
 QV0356'STATION MARK IS A STANDARD DISK, STAMPED GRASS 1957, CEMENTED
 QV0356'IN A DRILL HOLE IN A 1 FT X 2 FT ROCK OUTCROP THAT IS FLUSH
 QV0356'WITH THE GROUND SURFACE.  IT IS 113 FEET NORTH-NORTHEAST
 QV0356'OF THE LOG FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 QV0356'2 FEET SOUTHWEST OF THE MARK.
 QV0356'
 QV0356'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRASS NO 1 1957,
 QV0356'CEMENTED IN A DRILL HOLE IN A 3 FT X 4 FT ROCK OUTCROP THAT
 QV0356'PROJECTS 4 INCHES.  IT IS 167 FEET NORTH-NORTHEAST OF THE LOG
 QV0356'FENCE.
 QV0356'
 QV0356'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRASS NO 2 1957,
 QV0356'CEMENTED IN A DRILL HOLE IN A 6 IN X 6 IN ROCK OUTCROP THAT
 QV0356'IS FLUSH WITH THE GROUND SURFACE.  IT IS 113 NORTH-NORTHEAST
 QV0356'OF THE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 QV0356'
 QV0356'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRASS 1957, CEMENTED
 QV0356'IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 150 FEET SOUTH OF THE
 QV0356'CENTER OF THE TRACK ROAD, 8 FEET NORTHWEST OF THE SOUTHEAST
 QV0356'EDGE OF A SOLID ROCK BLUFF AND ABOUT 30 FEET ABOVE THE ROAD.
 QV0356'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 4 FEET NORTH OF THE
 QV0356'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1065 ***********************************************************************
 SR1065  DESIGNATION -  GRASS
 SR1065  PID         -  SR1065
 SR1065  STATE/COUNTY-  MT/FERGUS
 SR1065  USGS QUAD   -  BRIGGS COULEE (1986)
 SR1065
 SR1065                         *CURRENT SURVEY CONTROL
 SR1065  ___________________________________________________________________
 SR1065* NAD 83(1992)-  47 00 25.58228(N)    108 44 56.55338(W)     ADJUSTED  
 SR1065* NAVD 88     -      1197.4    (meters)    3928.     (feet)  VERTCON   
 SR1065  ___________________________________________________________________
 SR1065  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 SR1065  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 SR1065
 SR1065  HORZ ORDER  -  SECOND
 SR1065
 SR1065.The horizontal coordinates were established by classical geodetic methods
 SR1065.and adjusted by the National Geodetic Survey in July 1992..
 SR1065
 SR1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1065
 SR1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1065
 SR1065.The geoid height was determined by GEOID03.
 SR1065
 SR1065;                    North         East     Units Scale Factor Converg.
 SR1065;SPC MT       -   306,640.524   657,071.682   MT  0.99939264   +0 32 57.6
 SR1065;SPC MT       - 1,006,038.46  2,155,746.99   iFT  0.99939264   +0 32 57.6
 SR1065;UTM  12      - 5,208,412.818   671,104.614   MT  0.99995984   +1 38 48.6
 SR1065
 SR1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1065!SPC MT       -   0.99981443  x   0.99939264  =   0.99920718
 SR1065!UTM  12      -   0.99981443  x   0.99995984  =   0.99977428
 SR1065
 SR1065|---------------------------------------------------------------------|
 SR1065| PID    Reference Object                     Distance      Geod. Az  |
 SR1065|                                                           dddmmss.s |
 SR1065| CQ6646 GRASS RM 1                            9.136 METERS 11455     |
 SR1065| CQ6647 GRASS RM 2                            8.068 METERS 22802     |
 SR1065| CQ6645 GRASS AZ MK                                        2643930.2 |
 SR1065|---------------------------------------------------------------------|
 SR1065
 SR1065                          SUPERSEDED SURVEY CONTROL
 SR1065
 SR1065  NAD 83(1986)-  47 00 25.57904(N)    108 44 56.53367(W) AD(       ) 2
 SR1065  NAD 27      -  47 00 25.67660(N)    108 44 54.02660(W) AD(       ) 2
 SR1065  NGVD 29 (07/19/86) 1196.6    (m)         3926.     (f) VERT ANG       
 SR1065
 SR1065.Superseded values are not recommended for survey control.
 SR1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1065.See file dsdata.txt to determine how the superseded data were derived.
 SR1065
 SR1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT7110508413(NAD 83)
 SR1065_MARKER: DS = TRIANGULATION STATION DISK
 SR1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1065
 SR1065  HISTORY     - Date     Condition        Report By
 SR1065  HISTORY     - 1961     MONUMENTED       CGS
 SR1065  HISTORY     - 1972     GOOD             NGS
 SR1065
 SR1065                          STATION DESCRIPTION
 SR1065
 SR1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1065'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST AND 1-1/4 MILES
 SR1065'SOUTH OF GRASS RANGE ON THE EAST END OF AN EAST-WEST RIDGE.
 SR1065'
 SR1065'TO REACH THE STATION FROM THE POST OFFICE IN GRASS RANGE,
 SR1065'GO SOUTHEASTERLY ON U.S. HIGHWAY 87 FOR 0.95 MILE TO A SIDE
 SR1065'ROAD LEFT, TURN LEFT AND GO 2.15 MILES TO A GATE ON THE LEFT,
 SR1065'TURN LEFT THROUGH THE GATE AND FOLLOW THE TRACK ROAD FOR 0.4
 SR1065'MILE TO THE TOP OF A RIDGE AND A T ROAD.  FROM THIS POINT
 SR1065'THE AZIMUTH MARK IS 0.1 MILE WEST, NEAR A SMALL SHEET-IRON
 SR1065'BUILDING.  TURN RIGHT AND GO EAST ALONG THE CREST OF THE
 SR1065'RIDGE FOR 0.2 MILE TO THE STATION.
 SR1065'
 SR1065'THE STATION MARK IS A STANDARD DISK STAMPED GRASS 1961, SET
 SR1065'IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 24
 SR1065'FEET SOUTH OF THE NORTH EDGE OF THE RIDGE AND 5.1 FEET EAST
 SR1065'OF A WITNESS POST.
 SR1065'
 SR1065'R.M. 1 IS A STANDARD DISK STAMPED GRASS NO 1 1961, SET IN A
 SR1065'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 51 FEET
 SR1065'SOUTH OF THE NORTH EDGE OF THE RIDGE AND 34.9 FEET SOUTHEAST
 SR1065'OF THE WITNESS POST.
 SR1065'
 SR1065'R.M. 2 IS A STANDARD DISK STAMPED GRASS NO 2 1961, SET IN A
 SR1065'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 29 FEET SOUTH
 SR1065'OF THE NORTH EDGE OF THE RIDGE AND 22 FEET WEST OF THE WITNESS
 SR1065'POST.
 SR1065'
 SR1065'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRASS 1961, SET
 SR1065'IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 190
 SR1065'FEET EAST OF THE SOUTHEAST CORNER OF A SMALL SHEET-IRON
 SR1065'BUILDING AND 1.4 FEET EAST OF A WITNESS POST.
 SR1065
 SR1065                          STATION RECOVERY (1972)
 SR1065
 SR1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR1065'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 SR1065'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 SR1065'THE MEASUREMENTS COMPARED FAVORABLY TO THE 1961 DATA.
 SR1065'
 SR1065'THE STATION IS LOCATED 2-1/2 MILES SOUTHEAST OF GRASSRANGE,
 SR1065'ON THE EAST END OF AN EAST-WEST RIDGE.  A COMPLETE DESCRIPTION
 SR1065'FOLLOWS--
 SR1065'
 SR1065'TO REACH THE STATION FROM THE POST OFFICE IN GRASSRANGE, GO
 SR1065'SOUTH ON PAVED ROAD FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK
 SR1065'AND GO SOUTHEASTERLY FOR 0.5 MILE TO A T-ROAD.  TURN RIGHT
 SR1065'AND GO SOUTH ON U.S. HIGHWAY 87 FOR 0.4 MILE TO A SIDE ROAD LEFT.
 SR1065'TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 2.2 MILES TO A TRACK
 SR1065'ROAD LEFT.  CONTINUE AHEAD EAST, FOR 0.6 MILE TO A SIDE ROAD
 SR1065'LEFT.  TURN LEFT AND GO NORTH ON TRACK ROAD FOR 0.2 MILE TO A
 SR1065'GATE.  PASS THROUGH AND GO NORTH FOR 0.05 MILE.  AT THIS
 SR1065'POINT BEAR LEFT AND GO NORTHWEST UP THE SOUTH SLOPE OF THE
 SR1065'RIDGE FOR 0.15 MILE TO THE TOP OF THE RIDGE.  GO WEST ALONG
 SR1065'THE TOP OF THE RIDGE FOR 0.3 MILE TO THE STATION ON THE
 SR1065'RIGHT, NORTH EDGE OF THE RIDGE.  TO REACH THE AZIMUTH MARK
 SR1065'FROM THE STATION GO WEST ALONG THE TOP OF THE RIDGE FOR
 SR1065'0.4 MILE AND THE AZIMUTH MARK ON THE LEFT.
 SR1065'
 SR1065'THE STATION MARK IS A STANDARD DISK STAMPED GRASS 1961, SET
 SR1065'IN THE TOP OF A 10-INCH DIAMETER SQUARE CONCRETE MONUMENT WHICH
 SR1065'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 5.2 FEET
 SR1065'EAST OF A METAL WITNESS POST WITH SIGN ATTACHED, AND 23 FEET
 SR1065'SOUTH OF THE NORTH EDGE OF THE RIDGE.
 SR1065'
 SR1065'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRASS NO. 1 1961,
 SR1065'SET IN THE TOP OF A 10-INCH DIAMETER SQUARE CONCRETE MONUMENT
 SR1065'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 35 FEET
 SR1065'EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, AND
 SR1065'54 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.
 SR1065'
 SR1065'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GRASS NO. 2 1961
 SR1065'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SR1065'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET
 SR1065'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 SR1065'AND 24 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.
 SR1065'
 SR1065'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GRASS 1961 SET
 SR1065'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR1065'3 INCHES.  IT IS 1.4 FEET WEST OF A METAL WITNESS POST WITH
 SR1065'SIGN ATTACHED, AND 19 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 SR1065'
 SR1065'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 SR1065'SOUTHEAST OF GRASSRANGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0545 ***********************************************************************
 TL0545  DESIGNATION -  GRASSY
 TL0545  PID         -  TL0545
 TL0545  STATE/COUNTY-  MT/TOOLE
 TL0545  USGS QUAD   -  GRASSY BUTTE (1962)
 TL0545
 TL0545                         *CURRENT SURVEY CONTROL
 TL0545  ___________________________________________________________________
 TL0545* NAD 83(1992)-  48 46 15.13303(N)    111 19 44.43388(W)     ADJUSTED  
 TL0545* NAVD 88     -      1351.0    (meters)    4432.     (feet)  VERTCON   
 TL0545  ___________________________________________________________________
 TL0545  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 TL0545  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 TL0545
 TL0545  HORZ ORDER  -  THIRD
 TL0545
 TL0545.The horizontal coordinates were established by classical geodetic methods
 TL0545.and adjusted by the National Geodetic Survey in July 1992..
 TL0545
 TL0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0545
 TL0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0545
 TL0545.The geoid height was determined by GEOID03.
 TL0545
 TL0545;                    North         East     Units Scale Factor Converg.
 TL0545;SPC MT       -   503,957.781   465,585.346   MT  0.99986725   -1 20 16.5
 TL0545;SPC MT       - 1,653,404.79  1,527,510.98   iFT  0.99986725   -1 20 16.5
 TL0545;UTM  12      - 5,402,037.228   475,825.246   MT  0.99960718   -0 14 50.8
 TL0545
 TL0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0545!SPC MT       -   0.99979064  x   0.99986725  =   0.99965792
 TL0545!UTM  12      -   0.99979064  x   0.99960718  =   0.99939790
 TL0545
 TL0545:                Primary Azimuth Mark                     Grid Az
 TL0545:SPC MT       -  HILL                                     057 13 01.8
 TL0545:UTM  12      -  HILL                                     056 07 36.1
 TL0545
 TL0545|---------------------------------------------------------------------|
 TL0545| PID    Reference Object                     Distance      Geod. Az  |
 TL0545|                                                           dddmmss.s |
 TL0545| TL0530 HILL                                APPROX.16.7 KM 0555245.3 |
 TL0545|---------------------------------------------------------------------|
 TL0545
 TL0545                          SUPERSEDED SURVEY CONTROL
 TL0545
 TL0545  NAD 83(1986)-  48 46 15.13134(N)    111 19 44.43138(W) AD(       ) 3
 TL0545  NAD 27      -  48 46 15.16688(N)    111 19 41.44254(W) AD(       ) 3
 TL0545  NGVD 29 (07/19/86) 1350.0    (m)         4429.     (f) VERT ANG       
 TL0545
 TL0545.Superseded values are not recommended for survey control.
 TL0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0545.See file dsdata.txt to determine how the superseded data were derived.
 TL0545
 TL0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV7582502037(NAD 83)
 TL0545
 TL0545  HISTORY     - Date     Condition        Report By
 TL0545  HISTORY     - 1938     MONUMENTED       USGS
 TL0545  HISTORY     - 1961     GOOD             USGS
 TL0545
 TL0545                          STATION DESCRIPTION
 TL0545
 TL0545'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 TL0545'LOCATED 21 MI. N. AND 1 MI. E. OF GALATA, ON GRASSY BUTTE, WHICH IS
 TL0545'NEAR CENTER OF SECTION 22, T 35 N, R 3 E, AND ABOUT 1 MI. E. OF THE
 TL0545'GRADED RD. TO WHITLASH.  THE STATION IS IN ROCK OUTCROP ON NORTHERN
 TL0545'EDGE OF SUMMIT AND SLIGHTLY LOWER THAN HIGHEST POINT.
 TL0545'
 TL0545'RECOVERED AS FOLLOWS
 TL0545'
 TL0545'TO REACH FROM THE CROSSING OF THE GREAT NORTHERN RAILROAD AT GALATA,
 TL0545'GO N. 19.0 MI. ALONG GOOD GRAVELED RD. TO T-RD. JUNCTION S., THEN E.
 TL0545'0.5 MI. TO JUNCTION WITH TRACK RD. N., THEN N. 2.2 MI. ALONG GRADED
 TL0545'TRACK RD. TO SUMMIT OF HILL AND BASE OF ABANDONED RADAR TOWER AND ITS
 TL0545'CONTROL BUILDING.  STATION IS LOCATED ABOUT 50 FT. N. OF BUILDING, ON
 TL0545'ROCKY POINT THAT APPARENTLY WAS NOT DISTURBED WHEN THE TOP WAS LEVELED
 TL0545'OFF FOR THE RADAR INSTALLATION.
 TL0545'
 TL0545'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, STAMPED
 TL0545'---GRASSY 1938 ET 1961---.
 TL0545'
 TL0545'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 TL0545'ROCK OUTCROP, 108 FT. FROM STATION, N 15 DEG 58 MIN E.
 TL0545'(NOT SEARCHED FOR IN 1961)
 TL0545'
 TL0545'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 TL0545'ROCK OUTCROP, 33.6 FT. FROM STATION, S 58 DEG 25 MIN E.
 TL0545'(NOT SEARCHED FOR IN 1961)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0565 ***********************************************************************
 RW0565  DESIGNATION -  GRASSY
 RW0565  PID         -  RW0565
 RW0565  STATE/COUNTY-  MT/BROADWATER
 RW0565  USGS QUAD   -  BATTLE MOUNTAIN (1971)
 RW0565
 RW0565                         *CURRENT SURVEY CONTROL
 RW0565  ___________________________________________________________________
 RW0565* NAD 83(1992)-  46 18 23.20866(N)    111 07 13.42882(W)     ADJUSTED  
 RW0565* NAVD 88     -      2348.8    (meters)    7706.     (feet)  VERTCON   
 RW0565  ___________________________________________________________________
 RW0565  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 RW0565  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 RW0565
 RW0565  HORZ ORDER  -  THIRD
 RW0565
 RW0565.The horizontal coordinates were established by classical geodetic methods
 RW0565.and adjusted by the National Geodetic Survey in July 1992..
 RW0565
 RW0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0565
 RW0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0565
 RW0565.The geoid height was determined by GEOID03.
 RW0565
 RW0565;                    North         East     Units Scale Factor Converg.
 RW0565;SPC MT       -   229,814.534   475,248.776   MT  0.99946798   -1 11 07.2
 RW0565;SPC MT       -   753,984.69  1,559,215.14   iFT  0.99946798   -1 11 07.2
 RW0565;UTM  12      - 5,128,103.798   490,728.991   MT  0.99960106   -0 05 13.4
 RW0565
 RW0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0565!SPC MT       -   0.99963373  x   0.99946798  =   0.99910191
 RW0565!UTM  12      -   0.99963373  x   0.99960106  =   0.99923494
 RW0565
 RW0565                          SUPERSEDED SURVEY CONTROL
 RW0565
 RW0565  NAD 83(1986)-  46 18 23.20332(N)    111 07 13.41327(W) AD(       ) 3
 RW0565  NGVD 29 (06/12/92) 2347.6    (m)         7702.     (f) VERT ANG       
 RW0565
 RW0565.Superseded values are not recommended for survey control.
 RW0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0565.See file dsdata.txt to determine how the superseded data were derived.
 RW0565
 RW0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS9072928104(NAD 83)
 RW0565_MARKER: DD = SURVEY DISK
 RW0565_SETTING: 66 = SET IN ROCK OUTCROP
 RW0565_SP_SET: SET IN BEDROCK
 RW0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0565+STABILITY: POSITION/ELEVATION WELL
 RW0565
 RW0565  HISTORY     - Date     Condition        Report By
 RW0565  HISTORY     - 1945     MONUMENTED       USFS
 RW0565  HISTORY     - 1971     GOOD             USGS
 RW0565
 RW0565                          STATION DESCRIPTION
 RW0565
 RW0565'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 RW0565'RECOVERED AND REDESCRIBED AS FOLLOWS
 RW0565'
 RW0565'STATION IS LOCATED ON THE HIGHEST POINT OF ALONG GRASSY RIDGE LOCALLY
 RW0565'KNOWN AS GRASSY MOUNTAIN, 19.0 MI. DUE E. OF THE TOWN OF TOWNSEND.
 RW0565'
 RW0565'TO REACH STATION FROM THE TOWN OF TOWNSEND PROCEED E. ALONG STATE
 RW0565'HIGHWAY 6, 23.1 MI. TO SUMMIT OF GRADE AND RD. TO THE S., TURN RIGHT
 RW0565'AND FOLLOW DIRT RD. TO THE S. ACROSS CATTLEGUARD FOR 1.1 MI. TO A
 RW0565'RANCH HOUSE, TURN RIGHT AND FOLLOW DIM RD. THROUGH A DOUBLE GATE,
 RW0565'UP STEEP SPUR TO TOP OF RIDGE, A DISTANCE OF 1.5 MI., THENCE CONTINUE
 RW0565'S. ALONG TOP OF RIDGE FOR 2.4 MI. TO A LARGE ROCK CAIRN AND STATION.
 RW0565'
 RW0565'NOTE--A FOUR-WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE TO STATION.
 RW0565'
 RW0565'STATION MARK--A USFS TABLET STAMPED---GRASSY 1945--- AND SET IN
 RW0565'BEDROCK.
 RW0565'
 RW0565'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN BEDROCK, 28.03
 RW0565'FT. FROM STATION, S 01 DEG 28 MIN W.
 RW0565'
 RW0565'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN BEDROCK, 57.13
 RW0565'FT. FROM STATION, N 32 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0983 ***********************************************************************
 RX0983  DESIGNATION -  GRASSY HILL LOOKOUT TOWER
 RX0983  PID         -  RX0983
 RX0983  STATE/COUNTY-  MT/DEER LODGE
 RX0983  USGS QUAD   -  MOUNT HAGGIN (1996)
 RX0983
 RX0983                         *CURRENT SURVEY CONTROL
 RX0983  ___________________________________________________________________
 RX0983* NAD 83(1992)-  46 01 47.91144(N)    113 00 51.87652(W)     ADJUSTED  
 RX0983* NAVD 88     -                                                        
 RX0983  ___________________________________________________________________
 RX0983  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 RX0983  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 RX0983
 RX0983  HORZ ORDER  -  THIRD
 RX0983
 RX0983.The horizontal coordinates were established by classical geodetic methods
 RX0983.and adjusted by the National Geodetic Survey in July 1992..
 RX0983
 RX0983
 RX0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0983
 RX0983.The geoid height was determined by GEOID03.
 RX0983
 RX0983;                    North         East     Units Scale Factor Converg.
 RX0983;SPC MT       -   203,908.704   328,126.117   MT  0.99953828   -2 34 14.9
 RX0983;SPC MT       -   668,991.81  1,076,529.26   iFT  0.99953828   -2 34 14.9
 RX0983;UTM  12      - 5,099,350.711   344,104.923   MT  0.99989877   -1 27 00.2
 RX0983
 RX0983                          SUPERSEDED SURVEY CONTROL
 RX0983
 RX0983  NAD 83(1986)-  46 01 47.91125(N)    113 00 51.87403(W) AD(       ) 4
 RX0983  NAD 27      -  46 01 48.18400(N)    113 00 48.72100(W) AD(       ) 3
 RX0983
 RX0983.Superseded values are not recommended for survey control.
 RX0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0983.See file dsdata.txt to determine how the superseded data were derived.
 RX0983
 RX0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR4410599351(NAD 83)
 RX0983
 RX0983  HISTORY     - Date     Condition        Report By
 RX0983  HISTORY     - 1956     MONUMENTED       CGS
 RX0983  HISTORY     - 1957     SEE DESCRIPTION  USE
 RX0983
 RX0983                          STATION DESCRIPTION
 RX0983
 RX0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0983'THE STATION IS LOCATED ON A HIGH GRASSY HILL ABOUT 7 MILES
 RX0983'SOUTH-SOUTHEAST OF ANACONDA AND 6 MILES SOUTHEAST OF MT HAGGIN.
 RX0983'IT IS A WOODEN STRUCTURE, AND ABOUT 25 FEET IN HEIGHT.  THE
 RX0983'POINT OBSERVED WAS THE APEX OF THE ROOF.  THIS STATION WAS NOT
 RX0983'VISITED, AND THE VERTICAL ANGLES WERE TAKEN AT GROUND LEVEL.
 RX0983
 RX0983                          STATION RECOVERY (1957)
 RX0983
 RX0983'RECOVERY NOTE BY US ENGINEERS 1957
 RX0983'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS THE
 RX0983'CENTER OF THE LOOKOUT TOWER ON BALD GRASSY HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0807 ***********************************************************************
 TJ0807  DESIGNATION -  GRAVE
 TJ0807  PID         -  TJ0807
 TJ0807  STATE/COUNTY-  MT/VALLEY
 TJ0807  USGS QUAD   -  CROW CREEK DAM (1984)
 TJ0807
 TJ0807                         *CURRENT SURVEY CONTROL
 TJ0807  ___________________________________________________________________
 TJ0807* NAD 83(1992)-  48 55 56.06833(N)    107 07 43.00528(W)     ADJUSTED  
 TJ0807* NAVD 88     -       891.     (meters)    2923.     (feet)  SCALED    
 TJ0807  ___________________________________________________________________
 TJ0807  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 TJ0807  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 TJ0807
 TJ0807  HORZ ORDER  -  THIRD
 TJ0807
 TJ0807.The horizontal coordinates were established by classical geodetic methods
 TJ0807.and adjusted by the National Geodetic Survey in July 1992..
 TJ0807
 TJ0807.The orthometric height was scaled from a topographic map.
 TJ0807
 TJ0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0807
 TJ0807.The geoid height was determined by GEOID03.
 TJ0807
 TJ0807;                    North         East     Units Scale Factor Converg.
 TJ0807;SPC MT       -   522,962.284   773,720.264   MT  0.99995902   +1 44 04.8
 TJ0807;SPC MT       - 1,715,755.52  2,538,452.31   iFT  0.99995902   +1 44 04.8
 TJ0807;UTM  13      - 5,422,107.196   344,101.685   MT  0.99989858   -1 36 18.6
 TJ0807
 TJ0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0807!SPC MT       -   0.99986309  x   0.99995902  =   0.99982212
 TJ0807!UTM  13      -   0.99986309  x   0.99989858  =   0.99976169
 TJ0807
 TJ0807:                Primary Azimuth Mark                     Grid Az
 TJ0807:SPC MT       -  LEWIS                                    247 54 36.8
 TJ0807:UTM  13      -  LEWIS                                    251 15 00.2
 TJ0807
 TJ0807|---------------------------------------------------------------------|
 TJ0807| PID    Reference Object                     Distance      Geod. Az  |
 TJ0807|                                                           dddmmss.s |
 TJ0807| TJ0810 LEWIS                               APPROX. 6.4 KM 2493841.6 |
 TJ0807|---------------------------------------------------------------------|
 TJ0807
 TJ0807                          SUPERSEDED SURVEY CONTROL
 TJ0807
 TJ0807  NAD 83(1986)-  48 55 56.07199(N)    107 07 43.02303(W) AD(       ) 3
 TJ0807
 TJ0807.Superseded values are not recommended for survey control.
 TJ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0807.See file dsdata.txt to determine how the superseded data were derived.
 TJ0807
 TJ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ4410222107(NAD 83)
 TJ0807_MARKER: DD = SURVEY DISK
 TJ0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0807+STABILITY: SURFACE MOTION
 TJ0807
 TJ0807  HISTORY     - Date     Condition        Report By
 TJ0807  HISTORY     - 1910     MONUMENTED       IBC
 TJ0807
 TJ0807                          STATION DESCRIPTION
 TJ0807
 TJ0807'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0807'ABOUT 4-1/2 MILES SOUTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TJ0807'MONUMENTS 486 AND 487, ON A HIGH FLAT HILL JUST NORTH OF A SLIGHTLY
 TJ0807'HIGHER HILL.  THE STATION IS NEAR THE WEST BROW OF THE HILL.
 TJ0807'
 TJ0807'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TJ0807'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1026 ***********************************************************************
 RX1026  DESIGNATION -  GRAVE
 RX1026  PID         -  RX1026
 RX1026  STATE/COUNTY-  MT/POWELL
 RX1026  USGS QUAD   -  OPHIR CREEK (1989)
 RX1026
 RX1026                         *CURRENT SURVEY CONTROL
 RX1026  ___________________________________________________________________
 RX1026* NAD 83(1992)-  46 41 17.01920(N)    112 34 12.92565(W)     ADJUSTED  
 RX1026* NAVD 88     -      1845.5    (meters)    6055.     (feet)  VERTCON   
 RX1026  ___________________________________________________________________
 RX1026  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 RX1026  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 RX1026
 RX1026  HORZ ORDER  -  THIRD
 RX1026
 RX1026.The horizontal coordinates were established by classical geodetic methods
 RX1026.and adjusted by the National Geodetic Survey in July 1992..
 RX1026
 RX1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1026
 RX1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1026
 RX1026.The geoid height was determined by GEOID03.
 RX1026
 RX1026;                    North         East     Units Scale Factor Converg.
 RX1026;SPC MT       -   275,520.597   365,331.966   MT  0.99940859   -2 14 45.3
 RX1026;SPC MT       -   903,938.97  1,198,595.69   iFT  0.99940859   -2 14 45.3
 RX1026;UTM  12      - 5,171,697.752   379,928.144   MT  0.99977721   -1 08 33.7
 RX1026
 RX1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1026!SPC MT       -   0.99971282  x   0.99940859  =   0.99912158
 RX1026!UTM  12      -   0.99971282  x   0.99977721  =   0.99949009
 RX1026
 RX1026                          SUPERSEDED SURVEY CONTROL
 RX1026
 RX1026  NAD 83(1986)-  46 41 17.02320(N)    112 34 12.91654(W) AD(       ) 3
 RX1026  NGVD 29 (05/15/92) 1844.3    (m)         6051.     (f) VERT ANG       
 RX1026
 RX1026.Superseded values are not recommended for survey control.
 RX1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1026.See file dsdata.txt to determine how the superseded data were derived.
 RX1026
 RX1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS7992871698(NAD 83)
 RX1026_MARKER: DD = SURVEY DISK
 RX1026_SETTING: 0 = UNSPECIFIED SETTING
 RX1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1026
 RX1026  HISTORY     - Date     Condition        Report By
 RX1026  HISTORY     - 1956     MONUMENTED       USGS
 RX1026
 RX1026                          STATION DESCRIPTION
 RX1026
 RX1026'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 RX1026'STATION IS LOCATED IN POWELL COUNTY, MONTANA, ON A BARE SHOULDER OF
 RX1026'THE CONTINENTAL DIVIDE ABOUT 6.2 MI. NNE. OF AVON, MONTANA.
 RX1026'
 RX1026'TO REACH STATION FROM AVON POST OFFICE, GO N. ON HELMVILLE ROAD FOR
 RX1026'2.3 MI. TO FORK.  TAKE RIGHT FORK TOWARD BLACKFOOT CITY-OPHIR GULCH
 RX1026'FOR 3.4 MI. TO T-RD.  TURN LEFT ON LOST CABIN ROAD AND CONTINUE FOR
 RX1026'0.3 MI. TO A GATE ON RIGHT SIDE OF RD.  GO THROUGH GATE AND FOLLOW
 RX1026'DIM TRAIL UP HILL FOR 0.3 MI. TO SECOND GATE, GO THROUGH GATE AND ON
 RX1026'UP HILL ON TRAIL FOR 0.7 MI. TO GATE.  GO THROUGH GATE AND ON UP HILL
 RX1026'FOR 0.2 MI. TO SHOULDER TOP AND STATION.
 RX1026'
 RX1026'STATION MARK--A STANDARD USGS ALUMINUM TABLET SET IN BEDROCK AND
 RX1026'STAMPED---GRAVE 1956 6051---.
 RX1026'
 RX1026'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0571 ***********************************************************************
 QW0571  DESIGNATION -  GRAVEL
 QW0571  PID         -  QW0571
 QW0571  STATE/COUNTY-  MT/YELLOWSTONE
 QW0571  USGS QUAD   -  SILESIA (1956)
 QW0571
 QW0571                         *CURRENT SURVEY CONTROL
 QW0571  ___________________________________________________________________
 QW0571* NAD 83(1992)-  45 33 22.50669(N)    108 45 30.64782(W)     ADJUSTED  
 QW0571* NAVD 88     -      1267.7    (meters)    4159.     (feet)  VERTCON   
 QW0571  ___________________________________________________________________
 QW0571  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 QW0571  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 QW0571
 QW0571  HORZ ORDER  -  THIRD
 QW0571
 QW0571.The horizontal coordinates were established by classical geodetic methods
 QW0571.and adjusted by the National Geodetic Survey in July 1992..
 QW0571
 QW0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0571
 QW0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0571
 QW0571.The geoid height was determined by GEOID03.
 QW0571
 QW0571;                    North         East     Units Scale Factor Converg.
 QW0571;SPC MT       -   145,449.238   657,877.873   MT  0.99971167   +0 32 32.6
 QW0571;SPC MT       -   477,195.66  2,158,391.97   iFT  0.99971167   +0 32 32.6
 QW0571;UTM  12      - 5,047,189.698   674,944.917   MT  0.99997630   +1 36 02.5
 QW0571
 QW0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0571!SPC MT       -   0.99980324  x   0.99971167  =   0.99951497
 QW0571!UTM  12      -   0.99980324  x   0.99997630  =   0.99977955
 QW0571
 QW0571:                Primary Azimuth Mark                     Grid Az
 QW0571:SPC MT       -  CHIMNEY AT L RR                          001 21 54.4
 QW0571:UTM  12      -  CHIMNEY AT L RR                          000 18 24.5
 QW0571
 QW0571|---------------------------------------------------------------------|
 QW0571| PID    Reference Object                     Distance      Geod. Az  |
 QW0571|                                                           dddmmss.s |
 QW0571| QW0569 CHIMNEY AT L RR                     APPROX.12.6 KM 0015427.0 |
 QW0571| QW0572 FLATTOP                             APPROX.12.1 KM 2725134.2 |
 QW0571|---------------------------------------------------------------------|
 QW0571
 QW0571                          SUPERSEDED SURVEY CONTROL
 QW0571
 QW0571  NAD 83(1986)-  45 33 22.50430(N)    108 45 30.63198(W) AD(       ) 3
 QW0571  NAD 27      -  45 33 22.68832(N)    108 45 28.12041(W) AD(       ) 3
 QW0571  NGVD 29 (07/19/86) 1266.9    (m)         4156.     (f) VERT ANG       
 QW0571
 QW0571.Superseded values are not recommended for survey control.
 QW0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0571.See file dsdata.txt to determine how the superseded data were derived.
 QW0571
 QW0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7494547190(NAD 83)
 QW0571_MARKER: DD = SURVEY DISK
 QW0571_SETTING: 0 = UNSPECIFIED SETTING
 QW0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0571
 QW0571  HISTORY     - Date     Condition        Report By
 QW0571  HISTORY     - 1952     MONUMENTED       USGS
 QW0571
 QW0571                          STATION DESCRIPTION
 QW0571
 QW0571'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0571'STATION LIES IN SEC. 21 T.3 S., R.24 E., ABOUT 4.25 MI. AIR E. OF
 QW0571'SILESIA, MONTANA, AND ABOUT 8.0 MI. AIR S. OF LAUREL, MONTANA, ABOUT
 QW0571'.50 MI. S. OF SMALL BUTTE KNOWN AS ---BLACK BUTTE---.
 QW0571'
 QW0571'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 310-12 AND U.S.
 QW0571'HIGHWAY 10 IN LAUREL, MONTANA, GO S. ON U.S. HIGHWAY 310-12 9.2 MI. TO
 QW0571'SILESIA, MONTANA, TURN LEFT E. AND GO 0.7 MI. TO BRIDGE OVER CLARKS
 QW0571'FORK OF YELLOWSTONE, CONTINUE 0.7 MI. TO FORK, TAKE RIGHT FORK AND GO
 QW0571'1.9 TO FORK, TAKE RIGHT FORK AND GO 1.0 MI. TO SE. EDGE OF
 QW0571'---BLACK BUTTE--- WHERE RD. TURNS RIGHT S. FOLLOW RD. S. 0.4 MI. TO
 QW0571'GATE ON RIGHT W. GO THROUGH GATE AND UP OLD RD., SW. TO GRAVEL  PIT
 QW0571'AT TOP OF RIDGE.  STATION LIES ABOUT 150 FT. RIGHT W. ON THE TOP.
 QW0571'
 QW0571'STATION MARK - STANDARD BRONZE TABLET SET IN CONCRETE POST, PROTRUDING
 QW0571'0.5 FT. STAMPED, --- VABM 4165 GRAVEL 1952 ---.
 QW0571'
 QW0571'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0724 ***********************************************************************
 RV0724  DESIGNATION -  GRAVEL
 RV0724  PID         -  RV0724
 RV0724  STATE/COUNTY-  MT/MUSSELSHELL
 RV0724  USGS QUAD   -  LAKE MASON NE (1986)
 RV0724
 RV0724                         *CURRENT SURVEY CONTROL
 RV0724  ___________________________________________________________________
 RV0724* NAD 83(1992)-  46 41 55.77864(N)    108 36 22.76262(W)     ADJUSTED  
 RV0724* NAVD 88     -      1195.5    (meters)    3922.     (feet)  VERTCON   
 RV0724  ___________________________________________________________________
 RV0724  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 RV0724  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RV0724
 RV0724  HORZ ORDER  -  SECOND
 RV0724
 RV0724.The horizontal coordinates were established by classical geodetic methods
 RV0724.and adjusted by the National Geodetic Survey in July 1992..
 RV0724
 RV0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0724
 RV0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0724
 RV0724.The geoid height was determined by GEOID03.
 RV0724
 RV0724;                    North         East     Units Scale Factor Converg.
 RV0724;SPC MT       -   272,506.540   668,308.513   MT  0.99940755   +0 39 13.4
 RV0724;SPC MT       -   894,050.33  2,192,613.23   iFT  0.99940755   +0 39 13.4
 RV0724;UTM  12      - 5,174,479.493   682,997.642   MT  1.00001163   +1 44 33.0
 RV0724
 RV0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0724!SPC MT       -   0.99981470  x   0.99940755  =   0.99922236
 RV0724!UTM  12      -   0.99981470  x   1.00001163  =   0.99982633
 RV0724
 RV0724|---------------------------------------------------------------------|
 RV0724| PID    Reference Object                     Distance      Geod. Az  |
 RV0724|                                                           dddmmss.s |
 RV0724| CQ6648 GRAVEL RM 1                          14.625 METERS 09006     |
 RV0724| RV0725 TRACTOR                             APPROX. 9.8 KM 1724149.1 |
 RV0724| CQ6649 GRAVEL RM 2                          18.890 METERS 17618     |
 RV0724|---------------------------------------------------------------------|
 RV0724
 RV0724                          SUPERSEDED SURVEY CONTROL
 RV0724
 RV0724  NAD 83(1986)-  46 41 55.77423(N)    108 36 22.73173(W) AD(       ) 2
 RV0724  NAD 27      -  46 41 55.89200(N)    108 36 20.23600(W) AD(       ) 2
 RV0724  NGVD 29 (07/19/86) 1194.7    (m)         3920.     (f) VERT ANG       
 RV0724
 RV0724.Superseded values are not recommended for survey control.
 RV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0724.See file dsdata.txt to determine how the superseded data were derived.
 RV0724
 RV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS8299874479(NAD 83)
 RV0724_MARKER: DS = TRIANGULATION STATION DISK
 RV0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0724
 RV0724  HISTORY     - Date     Condition        Report By
 RV0724  HISTORY     - 1934     MONUMENTED       CGS
 RV0724
 RV0724                          STATION DESCRIPTION
 RV0724
 RV0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0724'STATION IS LOCATED ON U.S. HIGHWAY 87 E ABOUT 15 PACES FROM
 RV0724'THE CENTER OF THE HIGHWAY AND WEST OF THE ROAD.  THIS PLACE
 RV0724'IS ABOUT IN THE CENTER OF THE CUT AND AT THE SOUTH END OF A
 RV0724'LARGE GRAVEL PILE USED BY THE HIGHWAY DEPARTMENT FOR A PLACE
 RV0724'OF STORAGE.
 RV0724'
 RV0724'TO REACH STATION FROM THE POST OFFICE IN ROUNDUP GO NORTH ON
 RV0724'HIGHWAY 87 E FOR 18.0 MILES TO A TEXACO SERVICE STATION ON THE
 RV0724'LEFT, CONTINUE ON HIGHWAY FOR 0.7 MILE WHERE STATION WILL BE FOUND.
 RV0724'
 RV0724'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RV0724'DISKS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1070 ***********************************************************************
 SR1070  DESIGNATION -  GRAVEL
 SR1070  PID         -  SR1070
 SR1070  STATE/COUNTY-  MT/FERGUS
 SR1070  USGS QUAD   -  ROY (1985)
 SR1070
 SR1070                         *CURRENT SURVEY CONTROL
 SR1070  ___________________________________________________________________
 SR1070* NAD 83(1992)-  47 15 33.11611(N)    108 53 48.20461(W)     ADJUSTED  
 SR1070* NAVD 88     -      1165.3    (meters)    3823.     (feet)  VERTCON   
 SR1070  ___________________________________________________________________
 SR1070  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 SR1070  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 SR1070
 SR1070  HORZ ORDER  -  SECOND
 SR1070
 SR1070.The horizontal coordinates were established by classical geodetic methods
 SR1070.and adjusted by the National Geodetic Survey in July 1992..
 SR1070
 SR1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1070
 SR1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1070
 SR1070.The geoid height was determined by GEOID03.
 SR1070
 SR1070;                    North         East     Units Scale Factor Converg.
 SR1070;SPC MT       -   334,551.745   645,632.668   MT  0.99940187   +0 26 28.7
 SR1070;SPC MT       - 1,097,610.71  2,118,217.41   iFT  0.99940187   +0 26 28.7
 SR1070;UTM  12      - 5,236,114.097   659,125.083   MT  0.99991119   +1 32 42.1
 SR1070
 SR1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1070!SPC MT       -   0.99981952  x   0.99940187  =   0.99922149
 SR1070!UTM  12      -   0.99981952  x   0.99991119  =   0.99973072
 SR1070
 SR1070:                Primary Azimuth Mark                     Grid Az
 SR1070:SPC MT       -  GRAVEL AZ MK                             071 27 32.9
 SR1070:UTM  12      -  GRAVEL AZ MK                             070 21 19.5
 SR1070
 SR1070|---------------------------------------------------------------------|
 SR1070| PID    Reference Object                     Distance      Geod. Az  |
 SR1070|                                                           dddmmss.s |
 SR1070| CQ6650 GRAVEL AZ MK                                       0715401.6 |
 SR1070| CQ6651 GRAVEL RM 1                           8.780 METERS 16550     |
 SR1070| CQ6652 GRAVEL RM 2                          10.303 METERS 24315     |
 SR1070|---------------------------------------------------------------------|
 SR1070
 SR1070                          SUPERSEDED SURVEY CONTROL
 SR1070
 SR1070  NAD 83(1986)-  47 15 33.11338(N)    108 53 48.18492(W) AD(       ) 2
 SR1070  NAD 27      -  47 15 33.18890(N)    108 53 45.62900(W) AD(       ) 2
 SR1070  NGVD 29 (07/19/86) 1164.5    (m)         3821.     (f) VERT ANG       
 SR1070
 SR1070.Superseded values are not recommended for survey control.
 SR1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1070.See file dsdata.txt to determine how the superseded data were derived.
 SR1070
 SR1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT5912536114(NAD 83)
 SR1070_MARKER: DS = TRIANGULATION STATION DISK
 SR1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1070
 SR1070  HISTORY     - Date     Condition        Report By
 SR1070  HISTORY     - 1961     MONUMENTED       CGS
 SR1070
 SR1070                          STATION DESCRIPTION
 SR1070
 SR1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR1070'THE STATION IS LOCATED ABOUT 6.5 MILES EAST OF ROY ON THE
 SR1070'WEST END OF A PROMINENT RIDGE IN GRAZING LAND, AND JUST WEST
 SR1070'OF A GRAVEL PIT BEING USED AT PRESENT BY THE MONTANA HIGHWAY
 SR1070'DEPARTMENT.
 SR1070'
 SR1070'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ROY, GO EAST
 SR1070'ON STATE HIGHWAY 19 FOR 0.15 MILE TO A GRAVELED ROAD ON THE
 SR1070'RIGHT, TURN RIGHT AND FOLLOW THE GRAVELED ROAD SOUTH AND
 SR1070'SOUTHEAST FOR 1.9 MILES TO A ROAD ON THE LEFT AND SIGN GRANGE.
 SR1070'TURN LEFT AND GO EAST FOR 4.5 MILES TO A FORK, TAKE THE RIGHT
 SR1070'FORK AND GO SOUTH AND SOUTHEAST FOR 3.2 MILES TO A CATTLE GUARD
 SR1070'AND CROSSROAD.  TURN SHARP RIGHT THROUGH A WIRE GATE AND GO
 SR1070'WEST FOR 0.7 MILE TO A PROMINENT ROCK FORMATION OF
 SR1070'WEATHERED SANDSTONE AND A WIRE GATE.
 SR1070'
 SR1070'THE AZIMUTH MARK IS ON THE RIGHT, ON THE WESTERN KNOB OF ROCK
 SR1070'THAT IS ABOUT 15 FEET DISTANT FROM THE LARGER MASSES.  CONTINUE
 SR1070'AHEAD THROUGH THE WIRE GATE AND FOLLOW THE WIDE BLADED ROAD
 SR1070'WESTERLY FOR 2.5 MILES TO THE GRAVEL PIT ON A RIDGE, SKIRT
 SR1070'THE NORTHERN RIM OF THE PIT AND RIDGE FOR 0.2 MILE TO THE
 SR1070'WESTERN END OF THE RIDGE AND THE STATION.
 SR1070'
 SR1070'THE STATION MARK IS A STANDARD DISK STAMPED GRAVEL 1961,
 SR1070'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 SR1070'IT IS 6 FEET SOUTHEAST OF THE EDGE OF THE BLUFF AND 2.3 FEET
 SR1070'NORTH OF A WITNESS POST.
 SR1070'
 SR1070'R.M. 1 IS A STANDARD DISK STAMPED GRAVEL NO 1 1961, SET IN A
 SR1070'SQUARE CONCRETE MONUMENT THAT IS FLUSH AND IS 24.4 FEET SOUTH
 SR1070'OF THE WITNESS POST.
 SR1070'
 SR1070'R.M. 2 IS A STANDARD DISK STAMPED GRAVEL NO 2 1961, SET IN
 SR1070'A SQUARE CONCRETE MONUMENT THAT IS FLUSH AND IS 33.0 FEET
 SR1070'WEST OF THE WITNESS POST.
 SR1070'
 SR1070'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAVEL 1961,
 SR1070'CEMENTED IN A DRILL HOLE IN A KNOB OF BEDROCK THAT PROJECTS
 SR1070'6 FEET.  IT IS ON A FLAT AREA OF THE ROCK, 5 FEET SOUTH OF
 SR1070'THE HIGHEST PART OF THE FORMATION AND 46.8 FEET NORTH OF A
 SR1070'WITNESS POST THAT IS SET CLOSE TO THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0746 ***********************************************************************
 TJ0746  DESIGNATION -  GRAVEL
 TJ0746  PID         -  TJ0746
 TJ0746  STATE/COUNTY-  MT/VALLEY
 TJ0746  USGS QUAD   -  COAL MINE CREEK EAST (1984)
 TJ0746
 TJ0746                         *CURRENT SURVEY CONTROL
 TJ0746  ___________________________________________________________________
 TJ0746* NAD 83(1992)-  48 57 37.59730(N)    106 32 06.24029(W)     ADJUSTED  
 TJ0746* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 TJ0746  ___________________________________________________________________
 TJ0746  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 TJ0746  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 TJ0746
 TJ0746  HORZ ORDER  -  THIRD
 TJ0746
 TJ0746.The horizontal coordinates were established by classical geodetic methods
 TJ0746.and adjusted by the National Geodetic Survey in July 1992..
 TJ0746
 TJ0746.The orthometric height was scaled from a topographic map.
 TJ0746
 TJ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0746
 TJ0746.The geoid height was determined by GEOID03.
 TJ0746
 TJ0746;                    North         East     Units Scale Factor Converg.
 TJ0746;SPC MT       -   527,577.416   817,064.154   MT  0.99997590   +2 10 07.9
 TJ0746;SPC MT       - 1,730,897.03  2,680,656.67   iFT  0.99997590   +2 10 07.9
 TJ0746;UTM  13      - 5,424,193.981   387,634.293   MT  0.99975511   -1 09 28.6
 TJ0746
 TJ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0746!SPC MT       -   0.99985447  x   0.99997590  =   0.99983037
 TJ0746!UTM  13      -   0.99985447  x   0.99975511  =   0.99960961
 TJ0746
 TJ0746:                Primary Azimuth Mark                     Grid Az
 TJ0746:SPC MT       -  CONE                                     277 52 23.5
 TJ0746:UTM  13      -  CONE                                     281 12 00.0
 TJ0746
 TJ0746|---------------------------------------------------------------------|
 TJ0746| PID    Reference Object                     Distance      Geod. Az  |
 TJ0746|                                                           dddmmss.s |
 TJ0746| TJ0739 CONE                                APPROX. 3.8 KM 2800231.4 |
 TJ0746|---------------------------------------------------------------------|
 TJ0746
 TJ0746                          SUPERSEDED SURVEY CONTROL
 TJ0746
 TJ0746  NAD 83(1986)-  48 57 37.59914(N)    106 32 06.23945(W) AD(       ) 3
 TJ0746
 TJ0746.Superseded values are not recommended for survey control.
 TJ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0746.See file dsdata.txt to determine how the superseded data were derived.
 TJ0746
 TJ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ8763424194(NAD 83)
 TJ0746_MARKER: H = DRILL HOLE
 TJ0746_SETTING: 80 = SET IN A BOULDER
 TJ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0746+STABILITY: SURFACE MOTION
 TJ0746
 TJ0746  HISTORY     - Date     Condition        Report By
 TJ0746  HISTORY     - 1910     MONUMENTED       IBC
 TJ0746
 TJ0746                          STATION DESCRIPTION
 TJ0746
 TJ0746'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0746'ABOUT 2-3/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 504.  THE
 TJ0746'STATION IS ON A SMALL ROUNDED HILL BETWEEN TWO BRANCHES OF THE SOUTH
 TJ0746'BRANCH OF MORGAN CREEK.  THE HILL IS COVERED WITH GRAVEL.
 TJ0746'
 TJ0746'STATION MARK--A DRILL HOLE AND A TRIANGLE IN A GRANITE BOULDER NEARLY
 TJ0746'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1607 ***********************************************************************
 SS1607  DESIGNATION -  GRAVEL
 SS1607  PID         -  SS1607
 SS1607  STATE/COUNTY-  MT/TETON
 SS1607  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS1607
 SS1607                         *CURRENT SURVEY CONTROL
 SS1607  ___________________________________________________________________
 SS1607* NAD 83(1992)-  47 49 15.25777(N)    111 24 51.36580(W)     ADJUSTED  
 SS1607* NAVD 88     -      1142.9    (meters)    3750.     (feet)  VERTCON   
 SS1607  ___________________________________________________________________
 SS1607  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 SS1607  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS1607
 SS1607  HORZ ORDER  -  THIRD
 SS1607
 SS1607.The horizontal coordinates were established by classical geodetic methods
 SS1607.and adjusted by the National Geodetic Survey in July 1992..
 SS1607
 SS1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1607
 SS1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1607
 SS1607.The geoid height was determined by GEOID03.
 SS1607
 SS1607;                    North         East     Units Scale Factor Converg.
 SS1607;SPC MT       -   398,542.923   456,740.370   MT  0.99949229   -1 24 01.1
 SS1607;SPC MT       - 1,307,555.52  1,498,492.03   iFT  0.99949229   -1 24 01.1
 SS1607;UTM  12      - 5,296,477.939   468,990.671   MT  0.99961182   -0 18 25.2
 SS1607
 SS1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1607!SPC MT       -   0.99982316  x   0.99949229  =   0.99931554
 SS1607!UTM  12      -   0.99982316  x   0.99961182  =   0.99943504
 SS1607
 SS1607                          SUPERSEDED SURVEY CONTROL
 SS1607
 SS1607  NAD 83(1986)-  47 49 15.25690(N)    111 24 51.35200(W) AD(       ) 3
 SS1607  NGVD 29 (05/18/92) 1142.0    (m)         3747.     (f) VERT ANG       
 SS1607
 SS1607.Superseded values are not recommended for survey control.
 SS1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1607.See file dsdata.txt to determine how the superseded data were derived.
 SS1607
 SS1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6899196478(NAD 83)
 SS1607_MARKER: DS = TRIANGULATION STATION DISK
 SS1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1607+STABILITY: SURFACE MOTION
 SS1607
 SS1607  HISTORY     - Date     Condition        Report By
 SS1607  HISTORY     - 1947     MONUMENTED       USGS
 SS1607
 SS1607                          STATION DESCRIPTION
 SS1607
 SS1607'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1607'STATION IS LOCATED ABOUT 14 MI. E. OF DUTTON, MONTANA, IN SEC. 24,
 SS1607'T 24 N, R 2 E.
 SS1607'
 SS1607'TO REACH STATION TAKE RD. E. FROM DUTTON FOR 14 MI.  TURN RIGHT (S.)
 SS1607'1.6 MI. TO PASTURE GATE.  TURN RIGHT (W.) AFTER PASSING THROUGH GATE
 SS1607'FOR 1300 FT., STATION IS LOCATED ON HIGHEST POINT OF MOST WESTERLY
 SS1607'KNOLL.
 SS1607'
 SS1607'STATION MARK--STANDARD BRONZE TABLET SET IN 9 BY 18 BY 48 IN. CONCRETE
 SS1607'BLOCK, STAMPED---GRAVEL 1947---.
 SS1607'
 SS1607'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET SET IN 9 BY 18 BY 48 IN.
 SS1607'CONCRETE BLOCK, 107.5 FT. DISTANT FROM STATION S 83 DEGREES
 SS1607'27 MINUTES W.
 SS1607'
 SS1607'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET SET IN 9 BY 18 BY 48 IN.
 SS1607'CONCRETE BLOCK, 131.5 FT. DISTANT FROM STATION N 06 DEGREES
 SS1607'23 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1476 ***********************************************************************
 SS1476  DESIGNATION -  GRAVES
 SS1476  PID         -  SS1476
 SS1476  STATE/COUNTY-  MT/CASCADE
 SS1476  USGS QUAD   -  FAIRFIELD (1983)
 SS1476
 SS1476                         *CURRENT SURVEY CONTROL
 SS1476  ___________________________________________________________________
 SS1476* NAD 83(1992)-  47 35 21.25900(N)    111 54 05.54880(W)     ADJUSTED  
 SS1476* NAVD 88     -      1250.9    (meters)    4104.     (feet)  VERTCON   
 SS1476  ___________________________________________________________________
 SS1476  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 SS1476  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1476
 SS1476  HORZ ORDER  -  SECOND
 SS1476
 SS1476.The horizontal coordinates were established by classical geodetic methods
 SS1476.and adjusted by the National Geodetic Survey in July 1992..
 SS1476
 SS1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1476
 SS1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1476
 SS1476.The geoid height was determined by GEOID03.
 SS1476
 SS1476;                    North         East     Units Scale Factor Converg.
 SS1476;SPC MT       -   373,815.676   419,494.984   MT  0.99944327   -1 45 24.3
 SS1476;SPC MT       - 1,226,429.38  1,376,295.88   iFT  0.99944327   -1 45 24.3
 SS1476;UTM  12      - 5,271,041.192   432,217.216   MT  0.99965646   -0 39 56.4
 SS1476
 SS1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1476!SPC MT       -   0.99980623  x   0.99944327  =   0.99924960
 SS1476!UTM  12      -   0.99980623  x   0.99965646  =   0.99946275
 SS1476
 SS1476|---------------------------------------------------------------------|
 SS1476| PID    Reference Object                     Distance      Geod. Az  |
 SS1476|                                                           dddmmss.s |
 SS1476| CN3650 GRAVES RM 1                          18.066 METERS 00018     |
 SS1476| CN3651 GRAVES RM 2                          18.223 METERS 10420     |
 SS1476| SS1200 C 237                                              2981029.3 |
 SS1476|---------------------------------------------------------------------|
 SS1476
 SS1476                          SUPERSEDED SURVEY CONTROL
 SS1476
 SS1476  NAD 83(1986)-  47 35 21.26321(N)    111 54 05.53072(W) AD(       ) 2
 SS1476  NAD 27      -  47 35 21.42700(N)    111 54 02.53830(W) AD(       ) 2
 SS1476  NGVD 29 (07/19/86) 1249.9    (m)         4101.     (f) VERT ANG       
 SS1476
 SS1476.Superseded values are not recommended for survey control.
 SS1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1476.See file dsdata.txt to determine how the superseded data were derived.
 SS1476
 SS1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT3221771041(NAD 83)
 SS1476_MARKER: DS = TRIANGULATION STATION DISK
 SS1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1476
 SS1476  HISTORY     - Date     Condition        Report By
 SS1476  HISTORY     - 1961     MONUMENTED       CGS
 SS1476
 SS1476                          STATION DESCRIPTION
 SS1476
 SS1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1476'THE STATION IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF FAIRFIELD,
 SS1476'7 MILES NORTH OF SIMMS, 17 MILES WEST OF VAUGHN ON THE HIGHEST
 SS1476'POINT OF A GRASS COVERED HILL OWNED BY THE U.S. GOVERNMENT
 SS1476'AND LEASED BY N.R. GRAVES.
 SS1476'
 SS1476'TO REACH THE STATION FROM VAUGHN JUNCTION, GO WESTERLY ON U.S.
 SS1476'HIGHWAY 89 FOR 7.3 MILES TO STATE HIGHWAY 20.  CONTINUE WESTERLY
 SS1476'ON HIGHWAY 89 FOR 7.4 MILES TO A CROSSROADS AT A POWER SUB-STATION
 SS1476'ON THE RIGHT.  CONTINUE WESTERLY ON THE HIGHWAY FOR 4.2 MILES
 SS1476'TO A POINT WHERE THE HIGHWAY LEADS NORTH.  CONTINUE STRAIGHT
 SS1476'AHEAD ON A GRAVELED ROAD FOR ABOUT 150 FEET TO A CROSSROADS
 SS1476'AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO SOUTH
 SS1476'ON A GRAVELED ROAD FOR 0.35 MILE TO AN IRRIGATION DITCH AT A
 SS1476'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 SS1476'EAST ALONG THE SOUTH SIDE OF THE DITCH FOR 0.25 MILE TO A
 SS1476'GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY FOR 0.4 MILE
 SS1476'TO A POINT WHERE THE MAIN TRACK ROAD LEADS SOUTH.
 SS1476'CONTINUE EASTERLY FOR 0.25 MILE TO A FENCE CORNER.  TURN
 SS1476'LEFT AND GO EAST FOR 0.25 MILE TO THE HIGHEST POINT AND
 SS1476'STATION.
 SS1476'
 SS1476'THE STATION MARKS ARE STANDARD DISKS STAMPED GRAVES 1961.
 SS1476'THE SURFACE MARK IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE
 SS1476'POST PROJECTING 10 INCHES.  IT IS 2.3 FEET NORTH OF A WITNESS
 SS1476'POST, 60.5 FEET SOUTH OF AN EAST-WEST FENCE AND 57.6 FEET WEST
 SS1476'OF A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK IS SET IN AN
 SS1476'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 SS1476'
 SS1476'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRAVES NO 1 1961,
 SS1476'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 SS1476'10 INCHES.  IT IS 1 FOOT SOUTH OF THE EAST-WEST FENCE AND AT
 SS1476'ABOUT THE SAME ELEVATION AS THE STATION.
 SS1476'
 SS1476'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRAVES NO 2 1961,
 SS1476'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 SS1476'8 INCHES.  IT IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE AND AT
 SS1476'ABOUT THE SAME ELEVATION AS THE STATION.
 SS1476'
 SS1476'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED C-237
 SS1476'1961, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.
 SS1476'IT IS 83.3 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SS1476'32.4 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED
 SS1476'ROAD, 27.6 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST GRAVELED
 SS1476'ROAD, 3.8 FEET EAST OF A POWERLINE POLE AND 2 FEET SOUTH OF A
 SS1476'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0553 ***********************************************************************
 RU0553  DESIGNATION -  GRAVEYARD
 RU0553  PID         -  RU0553
 RU0553  STATE/COUNTY-  MT/CUSTER
 RU0553  USGS QUAD   -  MILLER CREEK NW (1969)
 RU0553
 RU0553                         *CURRENT SURVEY CONTROL
 RU0553  ___________________________________________________________________
 RU0553* NAD 83(1992)-  46 12 06.89087(N)    106 08 52.26505(W)     ADJUSTED  
 RU0553* NAVD 88     -       964.5    (meters)    3164.     (feet)  VERTCON   
 RU0553  ___________________________________________________________________
 RU0553  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 RU0553  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 RU0553
 RU0553  HORZ ORDER  -  FIRST
 RU0553
 RU0553.The horizontal coordinates were established by classical geodetic methods
 RU0553.and adjusted by the National Geodetic Survey in July 1992..
 RU0553
 RU0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0553
 RU0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0553
 RU0553.The geoid height was determined by GEOID03.
 RU0553
 RU0553;                    North         East     Units Scale Factor Converg.
 RU0553;SPC MT       -   222,443.312   858,511.941   MT  0.99949188   +2 27 07.6
 RU0553;SPC MT       -   729,800.89  2,816,640.23   iFT  0.99949188   +2 27 07.6
 RU0553;UTM  13      - 5,117,122.244   411,443.304   MT  0.99969640   -0 49 42.8
 RU0553
 RU0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0553!SPC MT       -   0.99985130  x   0.99949188  =   0.99934326
 RU0553!UTM  13      -   0.99985130  x   0.99969640  =   0.99954775
 RU0553
 RU0553|---------------------------------------------------------------------|
 RU0553| PID    Reference Object                     Distance      Geod. Az  |
 RU0553|                                                           dddmmss.s |
 RU0553| CQ6654 GRAVEYARD RM 1                       20.450 METERS 13427     |
 RU0553| CQ6655 GRAVEYARD RM 2                       24.750 METERS 21140     |
 RU0553| CQ6653 GRAVEYARD AZ MK                                    2694335.2 |
 RU0553|---------------------------------------------------------------------|
 RU0553
 RU0553                          SUPERSEDED SURVEY CONTROL
 RU0553
 RU0553  NAD 83(1986)-  46 12 06.87231(N)    106 08 52.23563(W) AD(       ) 1
 RU0553  NAD 27      -  46 12 06.87100(N)    106 08 50.19900(W) AD(       ) 1
 RU0553  NGVD 29 (07/19/86)  963.8    (m)         3162.     (f) VERT ANG       
 RU0553
 RU0553.Superseded values are not recommended for survey control.
 RU0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0553.See file dsdata.txt to determine how the superseded data were derived.
 RU0553
 RU0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM1144317122(NAD 83)
 RU0553_MARKER: DS = TRIANGULATION STATION DISK
 RU0553_SETTING: 80 = SET IN A BOULDER
 RU0553_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RU0553
 RU0553  HISTORY     - Date     Condition        Report By
 RU0553  HISTORY     - 1934     MONUMENTED       CGS
 RU0553
 RU0553                          STATION DESCRIPTION
 RU0553
 RU0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0553'THE STATION IS ABOUT 7.5 MILES SOUTH-SOUTHEAST OF HATHAWAY,
 RU0553'MONT., ON THE NORTH END OF A HIGH TIMBERED BUTTE ABOUT 1/3
 RU0553'MILE EAST OF THE COUNTY ROAD LEADING UP GRAVEYARD CREEK FROM
 RU0553'HATHAWAY.  THIS BUTTE HAS RED SHALY SLOPES ON THE WEST SIDE AND
 RU0553'SOME TIMBER ON THE TOP TOWARD THE NORTH END.  THE SOUTH END
 RU0553'IS BARE AND HAS A CAIRN WITH A POLE STUCK IN IT ON THE SOUTHERN
 RU0553'POINT, WHICH PROBABLY SERVES AS A CUSTER-ROSEBUD COUNTY LINE
 RU0553'MONUMENT.
 RU0553'
 RU0553'THE STATION MAY BE REACHED FROM THE HATHAWAY POST OFFICE
 RU0553'ON U.S. HIGHWAY 10 BY GOING SOUTH ON THE GRADED COUNTY ROAD
 RU0553'0.6 MILE TO WHERE THE ROAD TURNS EAST.  CONTINUE EAST ON
 RU0553'MAIN-GRADED ROAD 3.9 MILES TO WHERE THERE IS A SQUARE-TOPPED
 RU0553'BUTTE WITH RED ROCK RIM AND SHALY WEST SLOPES AND SOME
 RU0553'TIMBER ON IT ABOUT 1 MILE EAST OF THE ROAD.  DO NOT CONFUSE
 RU0553'THIS WITH THE STATION BUTTE, WHICH IS SIMILAR BUT ABOUT 2-1/2
 RU0553'MILES FARTHER SOUTH.  CONTINUE ON COUNTY ROAD SOUTH 1.5
 RU0553'MILES AND PASS A GABLED BROWN FRAME HOUSE ABOUT 100 YARDS
 RU0553'SOUTHWEST OF THE ROAD.  CONTINUE SOUTHERLY 0.6 MILE AND
 RU0553'PASS BROWN GUMBO HILLS.  CONTINUE 0.4 MILE TO WHERE THE
 RU0553'STATION BUTTE LIES EAST OF THE ROAD ABOUT 1/3 MILE.  LEAVE
 RU0553'THE GRADED ROAD A FEW YARD AFTER CROSSING CORRUGATED
 RU0553'CULVERT, TURN EAST AND DRIVE 0.1 MILE TO THE END OF TRUCK
 RU0553'TRAVEL.  PACK UP THE BARE HIGH REDDISH POINT AT THE
 RU0553'SOUTH END OF THE BUTTE TO THE ROCK CAIRN AND POLE.  PASS
 RU0553'THE POLE AND THE CAIRN AND WALK NORTH TO NORTH END OF
 RU0553'RIDGE ABOUT 250 YARDS TO THE STATION CAIRN.
 RU0553'
 RU0553'THIS IS ABOUT A 25-MINUTE PACK.  WATER AND SUPPLIES AT MILES
 RU0553'CITY.
 RU0553'
 RU0553'REFERENCE MARK NO. 1, IS EAST-SOUTHEAST OF THE STATION.
 RU0553'
 RU0553'REFERENCE MARK NO. 2, IS SOUTH OF THE STATION.
 RU0553'
 RU0553'AZIMUTH MARK, IS 37.0 FEET EAST OF THE CENTER LINE
 RU0553'OF THE COUNTY ROAD, AND NORTHWEST OF THE STATION.
 RU0553'
 RU0553'A 10-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0585 ***********************************************************************
 QY0585  DESIGNATION -  GRAY
 QY0585  PID         -  QY0585
 QY0585  STATE/COUNTY-  MT/BEAVERHEAD
 QY0585  USGS QUAD   -  GRANT (1988)
 QY0585
 QY0585                         *CURRENT SURVEY CONTROL
 QY0585  ___________________________________________________________________
 QY0585* NAD 83(1992)-  45 05 48.32490(N)    113 00 05.13375(W)     ADJUSTED  
 QY0585* NAVD 88     -      2313.8    (meters)    7591.     (feet)  VERTCON   
 QY0585  ___________________________________________________________________
 QY0585  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 QY0585  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 QY0585
 QY0585  HORZ ORDER  -  THIRD
 QY0585
 QY0585.The horizontal coordinates were established by classical geodetic methods
 QY0585.and adjusted by the National Geodetic Survey in July 1992..
 QY0585
 QY0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0585
 QY0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0585
 QY0585.The geoid height was determined by GEOID03.
 QY0585
 QY0585;                    North         East     Units Scale Factor Converg.
 QY0585;SPC MT       -   100,275.920   324,496.094   MT  0.99994330   -2 33 40.7
 QY0585;SPC MT       -   328,989.24  1,064,619.73   iFT  0.99994330   -2 33 40.7
 QY0585;UTM  12      - 4,995,647.504   342,522.790   MT  0.99990493   -1 25 04.4
 QY0585
 QY0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0585!SPC MT       -   0.99963918  x   0.99994330  =   0.99958250
 QY0585!UTM  12      -   0.99963918  x   0.99990493  =   0.99954414
 QY0585
 QY0585:                Primary Azimuth Mark                     Grid Az
 QY0585:SPC MT       -  TIMBER                                   126 38 42.8
 QY0585:UTM  12      -  TIMBER                                   125 30 06.5
 QY0585
 QY0585|---------------------------------------------------------------------|
 QY0585| PID    Reference Object                     Distance      Geod. Az  |
 QY0585|                                                           dddmmss.s |
 QY0585| QY0534 TIMBER                              APPROX. 4.7 KM 1240502.1 |
 QY0585|---------------------------------------------------------------------|
 QY0585
 QY0585                          SUPERSEDED SURVEY CONTROL
 QY0585
 QY0585  NAD 83(1986)-  45 05 48.32340(N)    113 00 05.13250(W) AD(       ) 3
 QY0585  NAD 27      -  45 05 48.60397(N)    113 00 01.98724(W) AD(       ) 3
 QY0585  NGVD 29 (07/19/86) 2312.5    (m)         7587.     (f) VERT ANG       
 QY0585
 QY0585.Superseded values are not recommended for survey control.
 QY0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0585.See file dsdata.txt to determine how the superseded data were derived.
 QY0585
 QY0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ4252395648(NAD 83)
 QY0585
 QY0585  HISTORY     - Date     Condition        Report By
 QY0585  HISTORY     - 1950     MONUMENTED       USGS
 QY0585  HISTORY     - 1950     GOOD             USGS
 QY0585
 QY0585                          STATION DESCRIPTION
 QY0585
 QY0585'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0585'STATION IS LOCATED ON HIGHEST PART OF GRAY TOP RIDGE RUNNING NW-SE.,
 QY0585'IN SEC. 31, T 8 S, R 11 W.
 QY0585'
 QY0585'TO REACH FROM OLD JAIL SITE IN BANNACK, MONTANA, GO W. OF MAIN RD.
 QY0585'1.0 MI. TO JUNCTION OF Y-RD.  TURN LEFT (S.) 1.3 MI. TO Y-RD.  KEEP
 QY0585'LEFT STRAIGHT 4.0 MI. TO JUNCTION TRACK RD. LEFT.  TAKE LEFT
 QY0585'SOUTHEASTERLY AND EASTERLY 2.9 MI. TO SADDLE, THENCE RIGHT CROSS
 QY0585'COUNTRY ABOUT 0.9 MI. TO TOP OF RIDGE AND STATION SITE.  JEEP CAN BE
 QY0585'DRIVEN TO TOP.
 QY0585'
 QY0585'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QY0585'
 QY0585'STATION MARK--STANDARD BRONZE TABLET SET IN DRILL HOLE FLUSH WITH
 QY0585'GROUND AND STAMPED ---GRAY 1950---.
 QY0585'
 QY0585'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET SET IN DRILL HOLE FLUSH
 QY0585'WITH GROUND AND STAMPED ---GRAY NO. 1 1950--- AND IS 59.30 FT. S-SW.
 QY0585'OF STATION, N 63 DEG 41 MIN E.
 QY0585'
 QY0585'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET SET IN DRILL HOLE FLUSH
 QY0585'WITH GROUND ALONG RIDGE STAMPED ---GRAY NO. 2 1950--- AND 47.60 FT.
 QY0585'NW. OF STATION, S 32 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1025 ***********************************************************************
 RX1025  DESIGNATION -  GRAYHORSE
 RX1025  PID         -  RX1025
 RX1025  STATE/COUNTY-  MT/RAVALLI
 RX1025  USGS QUAD   -  GRAYHORSE CREEK (1989)
 RX1025
 RX1025                         *CURRENT SURVEY CONTROL
 RX1025  ___________________________________________________________________
 RX1025* NAD 83(1992)-  46 36 25.21498(N)    113 52 58.77897(W)     ADJUSTED  
 RX1025* NAVD 88     -      1676.6    (meters)    5501.     (feet)  VERTCON   
 RX1025  ___________________________________________________________________
 RX1025  LAPLACE CORR-          14.54  (seconds)                    DEFLEC99
 RX1025  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 RX1025
 RX1025  HORZ ORDER  -  THIRD
 RX1025
 RX1025.The horizontal coordinates were established by classical geodetic methods
 RX1025.and adjusted by the National Geodetic Survey in July 1992..
 RX1025
 RX1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1025
 RX1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1025
 RX1025.The geoid height was determined by GEOID03.
 RX1025
 RX1025;                    North         East     Units Scale Factor Converg.
 RX1025;SPC MT       -   271,302.591   264,581.323   MT  0.99941754   -3 12 22.2
 RX1025;SPC MT       -   890,100.36    868,048.96   iFT  0.99941754   -3 12 22.2
 RX1025;UTM  12      - 5,165,531.325   279,221.897   MT  1.00019917   -2 05 44.9
 RX1025
 RX1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1025!SPC MT       -   0.99973949  x   0.99941754  =   0.99915719
 RX1025!UTM  12      -   0.99973949  x   1.00019917  =   0.99993861
 RX1025
 RX1025                          SUPERSEDED SURVEY CONTROL
 RX1025
 RX1025  NAD 83(1986)-  46 36 25.22228(N)    113 52 58.78890(W) AD(       ) 3
 RX1025  NGVD 29 (05/15/92) 1675.5    (m)         5497.     (f) VERT ANG       
 RX1025
 RX1025.Superseded values are not recommended for survey control.
 RX1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1025.See file dsdata.txt to determine how the superseded data were derived.
 RX1025
 RX1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS7922265531(NAD 83)
 RX1025_MARKER: DS = TRIANGULATION STATION DISK
 RX1025_SETTING: 0 = UNSPECIFIED SETTING
 RX1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1025
 RX1025  HISTORY     - Date     Condition        Report By
 RX1025  HISTORY     - 1957     MONUMENTED       USGS
 RX1025
 RX1025                          STATION DESCRIPTION
 RX1025
 RX1025'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RX1025'STATION IS LOCATED 9.5 MI. (AIRLINE) SSE. OF FLORENCE, 12.0 MI.
 RX1025'(AIRLINE) NE. OF STEVENSVILLE ON A HIGH HILL WHICH IS THE FARTHEST E.
 RX1025'OF THE TOPS THAT ARE CLEAR ON THE S. SIDE ON THE RIDGE IMMEDIATELY S.
 RX1025'OF THREE MILE CREEK.  THE HILL IS TIMBERED ON THE N., E., AND W. WITH
 RX1025'LARGE PONDEROSA.
 RX1025'
 RX1025'TO REACH FROM FLORENCE, GO E. AND S. ON THE EAST SIDE HIGHWAY 5.1 MI.
 RX1025'TO T-RD. E., E. (LEFT) 1.8 MI. TO T-RD. S., S. (RIGHT) 0.7 MI. TO
 RX1025'CROSSROAD, E. (LEFT) 2.1 MI. TO T-RD. JUNCTION, THENCE N. (LEFT) AND
 RX1025'E. ON THREE MILE CREEK ROAD 2.7 MI. TO RD. FORK, RIGHT 0.4 MI. TO
 RX1025'CROSSING OF THREE MILE CREEK AND RD. FORK, THENCE RIGHT 0.4 MI. TO
 RX1025'ANOTHER RD. FORK, THEN PROCEED LEFT 1.4 MI. TO SOME OLD BUILDINGS,
 RX1025'FOLLOW RD. STRAIGHT AHEAD 0.4 MI. THRU TIMBER TO ANOTHER RD. FORK,
 RX1025'GO LEFT UP HILL TO TOP OF RIDGE, THENCE E. DOWNHILL TO SADDLE ALONG
 RX1025'FENCE LINE 0.7 MI. TO END OF JEEP TRAVEL.  PACK ABOUT 1000 FT. UP
 RX1025'HILL TO THE E. TO STATION SITE.  STATION IS ON THE S. SIDE OF THE
 RX1025'HILL IN THE CLEARING ON TOP.
 RX1025'
 RX1025'STATION MARK--A STANDARD TABLET CEMENTED IN A DRILL HOLE IN A LARGE
 RX1025'ROCK FLUSH WITH THE GROUND AND STAMPED---GRAYHORSE 1957---.
 RX1025'
 RX1025'REFERENCE MARK NO. 1--A RAIL SPIKE DRIVEN INTO A 1 FT. DIAMETER PINE
 RX1025'TREE ABOUT 1 FT. ABOVE THE GROUND, 68.1 FT. FROM STATION MARK, IN
 RX1025'TRUE BEARING 333 DEGREES 05 MINUTES.
 RX1025'
 RX1025'REFERENCE MARK NO. 2--A RAIL SPIKE DRIVEN INTO A 1 FT. PINE TREE ABOUT
 RX1025'1 FT. ABOVE THE GROUND, 81.6 FT. FROM THE STATION MARK, IN TRUE
 RX1025'BEARING 19 DEGREES 10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0636 ***********************************************************************
 PZ0636  DESIGNATION -  GRAZE
 PZ0636  PID         -  PZ0636
 PZ0636  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0636  USGS QUAD   -  MONIDA (1968)
 PZ0636
 PZ0636                         *CURRENT SURVEY CONTROL
 PZ0636  ___________________________________________________________________
 PZ0636* NAD 83(1992)-  44 34 31.30011(N)    112 17 25.16114(W)     ADJUSTED  
 PZ0636* NAVD 88     -      2219.3    (meters)    7281.     (feet)  VERTCON   
 PZ0636  ___________________________________________________________________
 PZ0636  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 PZ0636  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 PZ0636
 PZ0636  HORZ ORDER  -  SECOND
 PZ0636
 PZ0636.The horizontal coordinates were established by classical geodetic methods
 PZ0636.and adjusted by the National Geodetic Survey in July 1992..
 PZ0636
 PZ0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0636
 PZ0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0636
 PZ0636.The geoid height was determined by GEOID03.
 PZ0636
 PZ0636;                    North         East     Units Scale Factor Converg.
 PZ0636;SPC MT       -    40,117.211   378,357.470   MT  1.00028126   -2 02 28.1
 PZ0636;SPC MT       -   131,618.15  1,241,330.28   iFT  1.00028126   -2 02 28.1
 PZ0636;SPC ID E     -   323,132.169   190,178.896   MT  0.99994855   -0 05 12.4
 PZ0636;UTM  12      - 4,936,589.856   397,554.341   MT  0.99972906   -0 54 20.5
 PZ0636
 PZ0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0636!SPC MT       -   0.99965372  x   1.00028126  =   0.99993488
 PZ0636!SPC ID E     -   0.99965372  x   0.99994855  =   0.99960228
 PZ0636!UTM  12      -   0.99965372  x   0.99972906  =   0.99938287
 PZ0636
 PZ0636|---------------------------------------------------------------------|
 PZ0636| PID    Reference Object                     Distance      Geod. Az  |
 PZ0636|                                                           dddmmss.s |
 PZ0636| CN3655 GRAZE RM 1                            8.222 METERS 02353     |
 PZ0636| PZ0629 LONG                                APPROX. 7.2 KM 1370817.9 |
 PZ0636| PZ0656 POCATELLO BUTTE AWY BCN 25          APPROX.23.2 KM 1604856.2 |
 PZ0636| PZ0635 MONIDA BLM RAD RELAY TWR             30.745 METERS 29247     |
 PZ0636| CN3656 GRAZE RM 2                           13.732 METERS 31819     |
 PZ0636|---------------------------------------------------------------------|
 PZ0636
 PZ0636                          SUPERSEDED SURVEY CONTROL
 PZ0636
 PZ0636  NAD 83(1986)-  44 34 31.29672(N)    112 17 25.15108(W) AD(       ) 2
 PZ0636  NAD 27      -  44 34 31.61360(N)    112 17 22.14240(W) AD(       ) 2
 PZ0636  NGVD 29 (07/19/86) 2217.9    (m)         7277.     (f) VERT ANG       
 PZ0636
 PZ0636.Superseded values are not recommended for survey control.
 PZ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0636.See file dsdata.txt to determine how the superseded data were derived.
 PZ0636
 PZ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ9755436590(NAD 83)
 PZ0636_MARKER: DS = TRIANGULATION STATION DISK
 PZ0636_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0636_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 PZ0636
 PZ0636  HISTORY     - Date     Condition        Report By
 PZ0636  HISTORY     - 1959     MONUMENTED       CGS
 PZ0636
 PZ0636                          STATION DESCRIPTION
 PZ0636
 PZ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0636'THE STATION IS ON THE SUMMIT OF A HIGH GRASS COVERED RIDGE,
 PZ0636'ABOUT 2 MILES SOUTH OF LIMA RESERVOIR, 1.5 MILES EAST OF MONIDA
 PZ0636'AND 1.5 MILES NORTH OF THE IDAHO- MONTANA STATE LINE.  THERE IS
 PZ0636'A U.S. BUREAU OF LAND MANAGEMENT RADIO RELAY TOWER NEAR THE
 PZ0636'STATION SITE.
 PZ0636'
 PZ0636'TO REACH THE STATION FROM THE POST OFFICE IN MONIDA, DRIVE
 PZ0636'NORTHEAST AND EAST ON A GRAVELED ROAD FOR 0.4 MILE TO A RAILROAD
 PZ0636'CROSSING.  CROSS THE RAILROAD AND CONTINUE EASTERLY ON THE
 PZ0636'GRAVELED ROAD FOR 1.05 MILES TO A TRACK ROAD ON THE RIGHT.
 PZ0636'TURN RIGHT FOR 0.05 MILES TO A GATE.  PASS THROUGH THE GATE
 PZ0636'AND DRIVE EAST-SOUTHEAST UP THE SUMMIT OF THE RIDGE FOR 0.4
 PZ0636'MILE TO THE RADIO RELAY TOWER AND THE STATION.
 PZ0636'
 PZ0636'THE STATION MARK IS A STANDARD DISK, STAMPED GRAZE 1959, CEMENTED
 PZ0636'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE
 PZ0636'OF THE GROUND.
 PZ0636'
 PZ0636'REFERENCE MARK 1, STAMPED GRAZE NO 1 1959, IS A STANDARD
 PZ0636'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 6
 PZ0636'INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET
 PZ0636'LOWER IN ELEVATION THAN THE STATION MARK.  IT IS ON THE NORTH
 PZ0636'EDGE OF THE STATION RIDGE.
 PZ0636'
 PZ0636'REFERENCE MARK 2, STAMPED GRAZE NO 2 1959, IS A STANDARD DISK
 PZ0636'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 PZ0636'THE SURFACE OF THE GROUND.  IT IS ON THE NORTH EDGE OF THE
 PZ0636'STATION RIDGE AND ABOUT 12 INCHES LOWER IN ELEVATION THAN
 PZ0636'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1418 ***********************************************************************
 SS1418  DESIGNATION -  GREAT FALLS
 SS1418  PID         -  SS1418
 SS1418  STATE/COUNTY-  MT/CASCADE
 SS1418  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1418
 SS1418                         *CURRENT SURVEY CONTROL
 SS1418  ___________________________________________________________________
 SS1418* NAD 83(1992)-  47 31 55.59991(N)    111 16 42.13151(W)     ADJUSTED  
 SS1418* NAVD 88     -      1087.     (meters)    3566.     (feet)  SCALED    
 SS1418  ___________________________________________________________________
 SS1418  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 SS1418  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 SS1418
 SS1418  HORZ ORDER  -  FIRST
 SS1418
 SS1418.The horizontal coordinates were established by classical geodetic methods
 SS1418.and adjusted by the National Geodetic Survey in July 1992..
 SS1418
 SS1418.The orthometric height was scaled from a topographic map.
 SS1418
 SS1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1418
 SS1418.The geoid height was determined by GEOID03.
 SS1418
 SS1418;                    North         East     Units Scale Factor Converg.
 SS1418;SPC MT       -   366,219.503   466,180.317   MT  0.99943372   -1 18 03.2
 SS1418;SPC MT       - 1,201,507.56  1,529,462.98   iFT  0.99943372   -1 18 03.2
 SS1418;UTM  12      - 5,264,335.990   479,047.804   MT  0.99960539   -0 12 19.2
 SS1418
 SS1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1418!SPC MT       -   0.99983188  x   0.99943372  =   0.99926570
 SS1418!UTM  12      -   0.99983188  x   0.99960539  =   0.99943734
 SS1418
 SS1418|---------------------------------------------------------------------|
 SS1418| PID    Reference Object                     Distance      Geod. Az  |
 SS1418|                                                           dddmmss.s |
 SS1418| CN3660 GREAT FALLS RM 3                     45.549 METERS 18720     |
 SS1418| CN3657 GREAT FALLS RM 3 AZIMUTH                           2111839.4 |
 SS1418| CN3659 GREAT FALLS RM 2                     19.872 METERS 27845     |
 SS1418| CN3661 GREAT FALLS RM 4                     47.000 METERS 28212     |
 SS1418| CN3658 GREAT FALLS RM 1                     27.012 METERS 35625     |
 SS1418|---------------------------------------------------------------------|
 SS1418
 SS1418                          SUPERSEDED SURVEY CONTROL
 SS1418
 SS1418  NAD 83(1986)-  47 31 55.60579(N)    111 16 42.16811(W) AD(       ) 1
 SS1418  NAD 27      -  47 31 55.74700(N)    111 16 39.24600(W) AD(       ) 1
 SS1418
 SS1418.Superseded values are not recommended for survey control.
 SS1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1418.See file dsdata.txt to determine how the superseded data were derived.
 SS1418
 SS1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7904864336(NAD 83)
 SS1418_MARKER: DS = TRIANGULATION STATION DISK
 SS1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1418+STABILITY: SURFACE MOTION
 SS1418
 SS1418  HISTORY     - Date     Condition        Report By
 SS1418  HISTORY     - 1934     MONUMENTED       CGS
 SS1418  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SS1418  HISTORY     - 1965     GOOD             USGS
 SS1418  HISTORY     - 1967     GOOD             CGS
 SS1418
 SS1418                          STATION DESCRIPTION
 SS1418
 SS1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 SS1418'STATION IS LOCATED ABOUT ONE MILE, AIRLINE, NORTH OF THE CITY
 SS1418'OF GREAT FALLS AND ABOUT 1/2 MILE NORTH OF THE MISSOURI RIVER.
 SS1418'
 SS1418'STATION IS BEST REACHED FROM THE JUNCTION OF U.S. HIGHWAY 87
 SS1418'AND STATE ROUTE 29 IN GREAT FALLS BY GOING NORTH ON STATE
 SS1418'ROUTE 29 FOR 1.2 MILES UNDER THE VIADUCT OF THE CHICAGO,
 SS1418'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND TO THE SOUTH END
 SS1418'OF THE CONCRETE BRIDGE CROSSING THE MISSOURI RIVER.
 SS1418'
 SS1418'FROM THE NORTH END OF THIS BRIDGE CONTINUE ON STATE ROUTE
 SS1418'29 FOR A DISTANCE OF 0.6 MILE TO A DIRT ROAD LEADING TO THE
 SS1418'LEFT AND DUE NORTH FROM THE SURFACED HIGHWAY.  FROM THE
 SS1418'SURFACED HIGHWAY CONTINUE FOR ANOTHER 0.6 MILE TO THE TOP OF
 SS1418'THE RIDGE, AT THIS POINT TURN RIGHT AND CROSS COUNTRY FOR
 SS1418'ABOUT 0.15 MILE WHERE STATION WILL BE FOUND ABOUT 300
 SS1418'FEET TO THE NORTH OF THE POWER LINE THAT RUNS EAST AND WEST.
 SS1418'
 SS1418'AZIMUTH MARK WILL BE FOUND AT THE SOUTH END OF BRIDGE MENTIONED
 SS1418'ABOVE, ON THE RAIL AND OVER THE THIRD POST ON THE EASTERN
 SS1418'SIDE OF THE BRIDGE.
 SS1418'
 SS1418'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 SS1418'DISKS.
 SS1418
 SS1418                          STATION RECOVERY (1960)
 SS1418
 SS1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 SS1418'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 SS1418'MARK WERE RECOVERED IN GOOD CONDITION.  MR. DONALD T. ROTHS
 SS1418'STATEMENT THAT THESE MARKS HAD BEEN PLOWED OUT IS NOT TRUE,
 SS1418'THEY WERE FOUND INTACT.  REFERENCE MARKS 1 AND 2 WERE DESTROYED
 SS1418'AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  THE STATION
 SS1418'MARK WAS REMOVED AND A NEW ONE ESTABLISHED, HOLDING THE EXACT
 SS1418'LOCATION AS BEFORE, 18 INCHES BELOW THE GROUND SURFACE.
 SS1418'A COMPLETE NEW DESCRIPTION FOLLOWS--
 SS1418'
 SS1418'THE STATION IS ON THE SOUTH END OF A PLATEAU, AT THE SITE
 SS1418'OF THE KRTV TELEVISION MAST AND BUILDING, ABOUT 1 MILE NORTH
 SS1418'OF GREAT FALLS AND 1/2 MILE NORTH OF THE MISSOURI RIVER.
 SS1418'
 SS1418'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER
 SS1418'THE MISSOURI RIVER AT THE INTERSECTION OF 10 ST N AND RIVER
 SS1418'DR, GO NORTH (ACROSS THE BRIDGE) ON U.S. HIGHWAY 87 FOR 0.4
 SS1418'MILE TO A CROSSROADS, TURN RIGHT AND GO EAST FOR 0.2 MILE TO A
 SS1418'FORK, TURN LEFT AND GO 0.25 MILE TO A FORK, TURN LEFT AND GO
 SS1418'0.35 MILE TO A DIRT SIDE ROAD RIGHT, TURN RIGHT AND GO 0.15
 SS1418'MILE TO THE KRTV TELEVISION BUILDING AND THE STATION.
 SS1418'
 SS1418'THE STATION MARKS ARE STANDARD DISKS, STAMPED GREAT FALLS
 SS1418'1934 1960.  THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH
 SS1418'SQUARE, CONCRETE POST 18 INCHES BELOW THE GROUND SURFACE.
 SS1418'IT IS 190.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 SS1418'BUILDING, 154 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 SS1418'OF THE BUILDING, 163 FEET NORTHWEST OF A POWERLINE POLE, 147
 SS1418'FEET NORTH-NORTHEAST OF THE NORTH ONE OF TWO POWERLINE POLES,
 SS1418'121 FEET NORTHEAST OF A POWERLINE POLE AND 22 FEET NORTH OF
 SS1418'THE CENTER OF THE DIRT ROAD.  THE UNDERGROUND DISK IS SET IN
 SS1418'AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE GROUND
 SS1418'SURFACE.
 SS1418'
 SS1418'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GREAT FALLS
 SS1418'NO 3 1934 1960, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 SS1418'POST PROJECTING 6 INCHES.  IT IS 224 FEET SOUTHEAST OF THE
 SS1418'SOUTHEAST CORNER OF THE BUILDING, 9 FEET NORTHEAST OF THE SOUTH
 SS1418'ONE AND 7 FEET SOUTHEAST OF THE NORTH ONE OF THE TWO POWERLINE
 SS1418'POLES.
 SS1418'
 SS1418'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED GREAT FALLS NO 4
 SS1418'1934 1960, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 SS1418'CONCRETE WALK WHICH IS ON THE SOUTH SIDE OF THE BUILDING.
 SS1418'IT IS 5 INCHES WEST OF THE EAST EDGE OF THE WALK.
 SS1418'
 SS1418'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 SS1418'GREAT FALLS AZIMUTH NO 3 1934, CEMENTED IN A DRILL HOLE IN THE
 SS1418'TOP OF THE THIRD CONCRETE POST FROM THE SOUTHEAST END OF THE
 SS1418'BRIDGE (SAME BRIDGE USED TO REACH THE STATION FROM).  IT IS
 SS1418'30.8 FEET SOUTH OF A 6-INCH IRON PIPE (ABOUT 20 FEET HIGH),
 SS1418'24.7 FEET NORTH OF THE SOUTH END OF THE BRIDGE AND 17.5 FEET
 SS1418'EAST OF THE CENTER OF U.S. HIGHWAY 87.
 SS1418
 SS1418                          STATION RECOVERY (1965)
 SS1418
 SS1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SS1418'DESCRIPTION AND POSITION LISTED IN NGS QUAD 47111-1, STATION 1009.
 SS1418'
 SS1418'RECOVERED BY USGS IN 1947.
 SS1418'
 SS1418'RECOVERED BY NGS IN 1960.
 SS1418'
 SS1418'RECOVERED BY USGS IN 1965.
 SS1418'
 SS1418'STATION MARK--STANDARD USC AND GS DISK STAMPED---GREAT FALLS 1934
 SS1418'1960---, SET IN TOP OF 11 IN. SQUARE CONCRETE POST, 18 IN. BELOW THE
 SS1418'GROUND SURFACE.
 SS1418
 SS1418                          STATION RECOVERY (1967)
 SS1418
 SS1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 SS1418'REFERENCE MARK DISK STAMPED GREAT FALLS 1934 1960 NO 4 RECEIVED
 SS1418'IN ROCKVILLE OFFICE MARCH 9, 1967.
 SS1418'
 SS1418'DISK SENT IN BY MID-CONTINENT FIELD OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1444 ***********************************************************************
 SS1444  DESIGNATION -  GREAT FALLS
 SS1444  PID         -  SS1444
 SS1444  STATE/COUNTY-  MT/CASCADE
 SS1444  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS1444
 SS1444                         *CURRENT SURVEY CONTROL
 SS1444  ___________________________________________________________________
 SS1444* NAD 83(1992)-  47 29 47.26331(N)    111 15 09.79151(W)     ADJUSTED  
 SS1444* NAVD 88     -      1071.8    (meters)    3516.     (feet)  VERTCON   
 SS1444  ___________________________________________________________________
 SS1444  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 SS1444  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS1444
 SS1444  HORZ ORDER  -  SECOND
 SS1444
 SS1444.The horizontal coordinates were established by classical geodetic methods
 SS1444.and adjusted by the National Geodetic Survey in July 1992..
 SS1444
 SS1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1444
 SS1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1444
 SS1444.The geoid height was determined by GEOID03.
 SS1444
 SS1444;                    North         East     Units Scale Factor Converg.
 SS1444;SPC MT       -   362,215.750   468,021.483   MT  0.99942827   -1 16 55.6
 SS1444;SPC MT       - 1,188,371.88  1,535,503.55   iFT  0.99942827   -1 16 55.6
 SS1444;UTM  12      - 5,260,367.485   480,965.527   MT  0.99960445   -0 11 10.7
 SS1444
 SS1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1444!SPC MT       -   0.99983424  x   0.99942827  =   0.99926260
 SS1444!UTM  12      -   0.99983424  x   0.99960445  =   0.99943875
 SS1444
 SS1444                          SUPERSEDED SURVEY CONTROL
 SS1444
 SS1444  NAD 83(1986)-  47 29 47.26449(N)    111 15 09.77786(W) AD(       ) 2
 SS1444  NAD 27      -  47 29 47.41700(N)    111 15 06.86500(W) AD(       ) 2
 SS1444  NGVD 29 (07/19/86) 1070.9    (m)         3513.     (f) VERT ANG       
 SS1444
 SS1444.Superseded values are not recommended for survey control.
 SS1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1444.See file dsdata.txt to determine how the superseded data were derived.
 SS1444
 SS1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8096660367(NAD 83)
 SS1444_MARKER: P = PIPE CAP
 SS1444_SETTING: 0 = UNSPECIFIED SETTING
 SS1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1444
 SS1444  HISTORY     - Date     Condition        Report By
 SS1444  HISTORY     - 1923     MONUMENTED       MORC
 SS1444  HISTORY     - 1942     MARK NOT FOUND   CGS
 SS1444  HISTORY     - 1954     MARK NOT FOUND   USGS
 SS1444
 SS1444                          STATION DESCRIPTION
 SS1444
 SS1444'DESCRIBED BY MISSOURI RIVER COMMISSION 1923 (WM)
 SS1444'A STATION OF THE MISSOURI RIVER COMMISSION, 2-1/2 MILES E
 SS1444'AND 3/4 MILE S FROM THE GREAT NORTHERN RAILWAY DEPOT AT GREAT
 SS1444'FALLS, 0.6 MILE S OF THE ST. THOMAS ORPHANS HOME, 30 METERS
 SS1444'(98 FEET) W OF A ROAD, AND 70 METERS (230 FEET) W OF A FENCE.
 SS1444'
 SS1444'STATION IS MARKED BY A 4-INCH IRON PIPE PROJECTING 1 FOOT FROM
 SS1444'THE GROUND AND BEARING A CAST-IRON CAP INSCRIBED U.S. MISSOURI
 SS1444'RIVER COMMISSION.  MARK IN GOOD ORDER.
 SS1444'
 SS1444'THERE ARE NO REFERENCE MARKS.
 SS1444
 SS1444                          STATION RECOVERY (1942)
 SS1444
 SS1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 SS1444'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.
 SS1444
 SS1444                          STATION RECOVERY (1954)
 SS1444
 SS1444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 SS1444'STATION SEARCHED FOR BUT NOT FOUND.
 SS1444'
 SS1444'NEW HOUSING PROJECT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1419 ***********************************************************************
 SS1419  DESIGNATION -  GREAT FALLS ANACONDA MINE STK
 SS1419  PID         -  SS1419
 SS1419  STATE/COUNTY-  MT/CASCADE
 SS1419  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1419
 SS1419                         *CURRENT SURVEY CONTROL
 SS1419  ___________________________________________________________________
 SS1419* NAD 83(1992)-  47 31 38.77449(N)    111 15 46.81439(W)     ADJUSTED  
 SS1419* NAVD 88     -                                                        
 SS1419  ___________________________________________________________________
 SS1419  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 SS1419  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 SS1419
 SS1419  HORZ ORDER  -  THIRD
 SS1419
 SS1419.The horizontal coordinates were established by classical geodetic methods
 SS1419.and adjusted by the National Geodetic Survey in July 1992..
 SS1419
 SS1419
 SS1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1419
 SS1419.The geoid height was determined by GEOID03.
 SS1419
 SS1419;                    North         East     Units Scale Factor Converg.
 SS1419;SPC MT       -   365,674.159   467,324.691   MT  0.99943298   -1 17 22.7
 SS1419;SPC MT       - 1,199,718.37  1,533,217.49   iFT  0.99943298   -1 17 22.7
 SS1419;UTM  12      - 5,263,812.537   480,202.595   MT  0.99960482   -0 11 38.4
 SS1419
 SS1419                          SUPERSEDED SURVEY CONTROL
 SS1419
 SS1419  NAD 83(1986)-  47 31 38.77373(N)    111 15 46.79967(W) AD(       ) 4
 SS1419  NAD 27      -  47 31 38.96300(N)    111 15 43.88900(W) AD(       ) 3
 SS1419
 SS1419.Superseded values are not recommended for survey control.
 SS1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1419.See file dsdata.txt to determine how the superseded data were derived.
 SS1419
 SS1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8020363813(NAD 83)
 SS1419_MARKER: 63 = STACK
 SS1419
 SS1419  HISTORY     - Date     Condition        Report By
 SS1419  HISTORY     - 1923     FIRST OBSERVED   CGS
 SS1419  HISTORY     - 1942     GOOD             CGS
 SS1419  HISTORY     - 1949     GOOD             CGS
 SS1419  HISTORY     - 1956     GOOD             CGS
 SS1419  HISTORY     - 1965     GOOD             CGS
 SS1419  HISTORY     - 1966     GOOD             CGS
 SS1419  HISTORY     - 1969     GOOD             CGS
 SS1419
 SS1419                          STATION DESCRIPTION
 SS1419
 SS1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (NBA)
 SS1419'LARGE BRICK STACK AT ANACONDA COPPER COMPANY.
 SS1419
 SS1419                          STATION RECOVERY (1949)
 SS1419
 SS1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1419'STATION IS LOCATED JUST EAST OF BLACK EAGLE, AND ABOUT 3
 SS1419'MILES NORTHEAST OF THE GREAT FALLS POST OFFICE.  IT IS A
 SS1419'LARGE, ROUND, RED BRICK STRUCTURE 506 FEET HIGH AND BELONGS
 SS1419'TO THE ANACONDA COPPER MINING CO.  THE POINT OF INTERSECTION
 SS1419'WAS THE TOP RIM OF THE STACK.
 SS1419
 SS1419                          STATION RECOVERY (1956)
 SS1419
 SS1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 SS1419'RECOVERED AS DESCRIBED.
 SS1419
 SS1419                          STATION RECOVERY (1965)
 SS1419
 SS1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 SS1419'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 SS1419'THE 1961 RECOVERY.
 SS1419
 SS1419                          STATION RECOVERY (1966)
 SS1419
 SS1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SS1419'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY M.J.
 SS1419'TONKEL IN 1949.
 SS1419'
 SS1419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES NE OF
 SS1419'GREAT FALLS.
 SS1419
 SS1419                          STATION RECOVERY (1969)
 SS1419
 SS1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CMM)
 SS1419'THE SMELTER STACK WAS RECOVERED AS DESCRIBED.  IT IS ON THE
 SS1419'NORTH BANK OF THE MISSOURI RIVER, AT THE NORTH EDGE OFGREAT
 SS1419'FALLS, MONTANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1368 ***********************************************************************
 SS1368  DESIGNATION -  GREAT FALLS B UWI
 SS1368  PID         -  SS1368
 SS1368  STATE/COUNTY-  MT/CASCADE
 SS1368  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1368
 SS1368                         *CURRENT SURVEY CONTROL
 SS1368  ___________________________________________________________________
 SS1368* NAD 83(1986)-  47 30 27.     (N)    111 15 51.     (W)     SCALED    
 SS1368* NAVD 88     -      1048.532  (meters)    3440.06   (feet)  ADJUSTED  
 SS1368  ___________________________________________________________________
 SS1368  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 SS1368  DYNAMIC HT  -        1048.465 (meters)    3439.84  (feet)  COMP
 SS1368  MODELED GRAV-     980,512.5   (mgal)                       NAVD 88
 SS1368
 SS1368  VERT ORDER  -  FIRST     CLASS II
 SS1368
 SS1368.The horizontal coordinates were scaled from a topographic map and have
 SS1368.an estimated accuracy of +/- 6 seconds.
 SS1368
 SS1368.The orthometric height was determined by differential leveling
 SS1368.and adjusted by the National Geodetic Survey in June 1991..
 SS1368
 SS1368.The geoid height was determined by GEOID03.
 SS1368
 SS1368.The dynamic height is computed by dividing the NAVD 88
 SS1368.geopotential number by the normal gravity value computed on the
 SS1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1368.degrees latitude (g = 980.6199 gals.).
 SS1368
 SS1368.The modeled gravity was interpolated from observed gravity values.
 SS1368
 SS1368;                    North         East    Units  Estimated Accuracy
 SS1368;SPC MT       -   363,460.      467,190.      MT  (+/- 180 meters Scaled)
 SS1368
 SS1368                          SUPERSEDED SURVEY CONTROL
 SS1368
 SS1368.No superseded survey control is available for this station.
 SS1368
 SS1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT801615(NAD 83)
 SS1368_MARKER: DG = GRAVITY STATION DISK
 SS1368_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SS1368+WITH SETTING: PAVEMENT
 SS1368_SP_SET: SIDEWALK
 SS1368_STAMPING: GREAT FALLS B
 SS1368_MARK LOGO: UWI   
 SS1368_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1368+STABILITY: SURFACE MOTION
 SS1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SS1368+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 SS1368
 SS1368  HISTORY     - Date     Condition        Report By
 SS1368  HISTORY     - UNK      MONUMENTED       UWI
 SS1368  HISTORY     - 1980     GOOD             NGS
 SS1368  HISTORY     - 1982     GOOD             NGS
 SS1368  HISTORY     - 19880914 GOOD             NGS
 SS1368  HISTORY     - 20050716 GOOD             GEOCAC
 SS1368
 SS1368                          STATION DESCRIPTION
 SS1368
 SS1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1368'IN GREAT FALLS.
 SS1368'AT THE INTERSECTION OF 26TH STREET AND 2ND AVENUE NORTH, AT THE SOUTH
 SS1368'ENTRANCE TO THE ROOSEVELT SCHOOL, IN THE NORTHEAST CORNER OF THE
 SS1368'STEP LANDING OF THE ENTRY WAY, 85.3 METERS (280 FT) WEST OF THE CENTER
 SS1368'OF 26TH STREET AND 36.0 METERS (118 FT) NORTH OF THE CENTER OF 2ND
 SS1368'AVENUE NORTH.  NOTE=THIS IS AN UNSTAMPED UNIVERSITY OF WISCONSIN
 SS1368'SURVEY DISK.
 SS1368'THE MARK IS ABOVE LEVEL WITH ROAD SURFACE.
 SS1368
 SS1368                          STATION RECOVERY (1982)
 SS1368
 SS1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SS1368'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GREAT
 SS1368'FALLS, AT THE INTERSECTION OF 2ND AVENUE EASTH AND 25TH STREET EASTH
 SS1368'AT THE SOUTHEAST ENTRANCE TO THE ROOSEVELT SCHOOL, 18.3 METERS (60 FT)
 SS1368'NORTH OF THE CENTER OF 2ND AVENUE NORTH, 0.46 METER (1.5 FT) WEST OF
 SS1368'THE EAST CORNER OF THE BUILDING. 18 CM ABOVE GROUND LEVEL, UNDER THE
 SS1368'OVERHANGING ENTRANCE PORCH.
 SS1368'THE MARK IS ABOVE LEVEL WITH LANDING.
 SS1368
 SS1368                          STATION RECOVERY (1988)
 SS1368
 SS1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DW)
 SS1368'OTHER ALIASES INCLUDE IGB 15671B (ACIC 1004-1) AND NN384. STATION IS
 SS1368'AT THE ROOSEVELT ELEMENTARY SCHOOL (BUILT 1927) IN SUBURBAN GREAT
 SS1368'FALLS, MONTANA.  STATION IS 1.7 MI (2.7 KM) EAST OF CASCADE COUNTY
 SS1368'COURTHOUSE.  TO ACCESS FROM EXIT 278 OF INTERSTATE 15, GO EAST ON 10
 SS1368'AVENUE SOUTH (= US 89 SOUTH = MT 200 EAST AND BL 15 AND US 87) .  GO
 SS1368'4.0 MI (6.4 KM) AND TURN NORTH, LEFT, ONTO 26TH STREET.  GO 0.9 MI
 SS1368'(1.4 KM) AND TURN WEST, LEFT, ONTO 2ND AVENUE NORTH.  GO 0.1 MI (0.2
 SS1368'KM) TO SCHOOL (AT 2501 2ND AVENUE NORTH) AND STATION ON RIGHT.
 SS1368'SCHOOLGROUND IS BOUNDED BY 2ND AND 3RD AVENUE NORTH AND 25TH AND 26TH
 SS1368'STREETS NORTH.  STATION IS AT THE SOUTH ENTRANCE OF SCHOOL, AT NE
 SS1368'CORNER OF PATIO, UNDER OVERHANG, 0.18 M (0.59 FT) ABOVE GROUND LEVEL,
 SS1368'0.46 M (1.51 FT) WEST OF EAST CORNER OF BUILDING, 18.3 M (60.0 FT)
 SS1368'NORTH OF CENTER OF 2ND AVENUE NORTH, AND 44.1 M (144.7 FT) EAST OF
 SS1368'CENTER OF 25TH STREET NORTH.
 SS1368
 SS1368                          STATION RECOVERY (2005)
 SS1368
 SS1368'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 SS1368'HANDHELD COORDINATES ARE N47-30-26.82 W111-15-49.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1432 ***********************************************************************
 SS1432  DESIGNATION -  GREAT FALLS BILLINGS AWY BN 58
 SS1432  PID         -  SS1432
 SS1432  STATE/COUNTY-  MT/CASCADE
 SS1432  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS1432
 SS1432                         *CURRENT SURVEY CONTROL
 SS1432  ___________________________________________________________________
 SS1432* NAD 83(1992)-  47 25 50.94204(N)    111 07 42.41916(W)     ADJUSTED  
 SS1432* NAVD 88     -                                                        
 SS1432  ___________________________________________________________________
 SS1432  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 SS1432  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 SS1432
 SS1432  HORZ ORDER  -  THIRD
 SS1432
 SS1432.The horizontal coordinates were established by classical geodetic methods
 SS1432.and adjusted by the National Geodetic Survey in July 1992..
 SS1432
 SS1432
 SS1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1432
 SS1432.The geoid height was determined by GEOID03.
 SS1432
 SS1432;                    North         East     Units Scale Factor Converg.
 SS1432;SPC MT       -   354,721.180   477,225.890   MT  0.99941924   -1 11 28.4
 SS1432;SPC MT       - 1,163,783.40  1,565,701.74   iFT  0.99941924   -1 11 28.4
 SS1432;UTM  12      - 5,253,049.072   490,313.307   MT  0.99960115   -0 05 40.6
 SS1432
 SS1432                          SUPERSEDED SURVEY CONTROL
 SS1432
 SS1432  NAD 83(1986)-  47 25 50.94162(N)    111 07 42.40271(W) AD(       ) 4
 SS1432  NAD 27      -  47 25 51.09000(N)    111 07 39.59900(W) AD(       ) 3
 SS1432
 SS1432.Superseded values are not recommended for survey control.
 SS1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1432.See file dsdata.txt to determine how the superseded data were derived.
 SS1432
 SS1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9031353049(NAD 83)
 SS1432_MARKER: 22 = AIRWAY BEACON
 SS1432
 SS1432  HISTORY     - Date     Condition        Report By
 SS1432  HISTORY     - 1949     FIRST OBSERVED   CGS
 SS1432
 SS1432                          STATION DESCRIPTION
 SS1432
 SS1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1432'STATION IS LOCATED ABOUT 10 MILES SOUTH OF GREAT FALLS, 30 FEET
 SS1432'NORTH OF A DIRT ROAD.  IT IS A 4-LEGGED STEEL STRUCTURE
 SS1432'PAINTED SILVER AND ORANGE WITH A REVOLVING LIGHT ON TOP WHICH
 SS1432'IS 65.5 FEET HIGH.  THE POINT OF INTERSECTION WAS THE
 SS1432'CENTER OF THE REVOLVING LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0735 ***********************************************************************
 RV0735  DESIGNATION -  GREAT FALLS BILLINGS AWY BN 46
 RV0735  PID         -  RV0735
 RV0735  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0735  USGS QUAD   -  SAHARA HILL SE (1986)
 RV0735
 RV0735                         *CURRENT SURVEY CONTROL
 RV0735  ___________________________________________________________________
 RV0735* NAD 83(1992)-  46 32 01.48467(N)    109 02 07.97897(W)     ADJUSTED  
 RV0735* NAVD 88     -                                                        
 RV0735  ___________________________________________________________________
 RV0735  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 RV0735  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 RV0735
 RV0735  HORZ ORDER  -  THIRD
 RV0735
 RV0735.The horizontal coordinates were established by classical geodetic methods
 RV0735.and adjusted by the National Geodetic Survey in July 1992..
 RV0735
 RV0735
 RV0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0735
 RV0735.The geoid height was determined by GEOID03.
 RV0735
 RV0735;                    North         East     Units Scale Factor Converg.
 RV0735;SPC MT       -   253,882.096   635,609.732   MT  0.99942733   +0 20 23.1
 RV0735;SPC MT       -   832,946.51  2,085,333.77   iFT  0.99942733   +0 20 23.1
 RV0735;UTM  12      - 5,155,227.735   650,641.157   MT  0.99987894   +1 25 33.7
 RV0735
 RV0735                          SUPERSEDED SURVEY CONTROL
 RV0735
 RV0735  NAD 83(1986)-  46 32 01.47979(N)    109 02 07.95097(W) AD(       ) 4
 RV0735  NAD 27      -  46 32 01.71000(N)    109 02 05.39000(W) AD(       ) 3
 RV0735
 RV0735.Superseded values are not recommended for survey control.
 RV0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0735.See file dsdata.txt to determine how the superseded data were derived.
 RV0735
 RV0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS5064155228(NAD 83)
 RV0735_MARKER: 22 = AIRWAY BEACON
 RV0735
 RV0735  HISTORY     - Date     Condition        Report By
 RV0735  HISTORY     - 1949     FIRST OBSERVED   CGS
 RV0735
 RV0735                          STATION DESCRIPTION
 RV0735
 RV0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RV0735'THE STATION IS LOCATED ABOUT 50 MILES WEST-NORTHWEST OF ROUNDUP
 RV0735'AND 35 MILES NORTH-NORTHWEST OF LAVINA.
 RV0735'
 RV0735'IT IS A FOUR-LEGGED STEEL STRUCTURE SET IN A CONCRETE BASE AND
 RV0735'PAINTED ALTERNATELY RED AND WHITE.  IT IS 65 FEET HIGH.
 RV0735'
 RV0735'THE STATION WAS NOT VISITED.  THE INFORMATION WAS OBTAINED
 RV0735'FROM A C.A.A. MAINTENANCE FOREMAN.
 RV0735'
 RV0735'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0737 ***********************************************************************
 RV0737  DESIGNATION -  GREAT FALLS BILLINGS AWY BN 47
 RV0737  PID         -  RV0737
 RV0737  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0737  USGS QUAD   -  PATTERSON CANYON (1995)
 RV0737
 RV0737                         *CURRENT SURVEY CONTROL
 RV0737  ___________________________________________________________________
 RV0737* NAD 83(1992)-  46 43 37.62553(N)    109 11 05.35685(W)     ADJUSTED  
 RV0737* NAVD 88     -                                                        
 RV0737  ___________________________________________________________________
 RV0737  LAPLACE CORR-         -12.13  (seconds)                    DEFLEC99
 RV0737  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 RV0737
 RV0737  HORZ ORDER  -  THIRD
 RV0737
 RV0737.The horizontal coordinates were established by classical geodetic methods
 RV0737.and adjusted by the National Geodetic Survey in July 1992..
 RV0737
 RV0737
 RV0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0737
 RV0737.The geoid height was determined by GEOID03.
 RV0737
 RV0737;                    North         East     Units Scale Factor Converg.
 RV0737;SPC MT       -   275,308.378   624,078.599   MT  0.99940498   +0 13 50.0
 RV0737;SPC MT       -   903,242.71  2,047,501.97   iFT  0.99940498   +0 13 50.0
 RV0737;UTM  12      - 5,176,440.407   638,699.668   MT  0.99983646   +1 19 18.6
 RV0737
 RV0737                          SUPERSEDED SURVEY CONTROL
 RV0737
 RV0737  NAD 83(1986)-  46 43 37.62060(N)    109 11 05.33182(W) AD(       ) 4
 RV0737  NAD 27      -  46 43 37.74500(N)    109 11 02.70700(W) AD(       ) 3
 RV0737
 RV0737.Superseded values are not recommended for survey control.
 RV0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0737.See file dsdata.txt to determine how the superseded data were derived.
 RV0737
 RV0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS3870076440(NAD 83)
 RV0737_MARKER: 22 = AIRWAY BEACON
 RV0737
 RV0737  HISTORY     - Date     Condition        Report By
 RV0737  HISTORY     - 1949     FIRST OBSERVED   CGS
 RV0737
 RV0737                          STATION DESCRIPTION
 RV0737
 RV0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RV0737'THE STATION IS LOCATED ABOUT 50 MILES SOUTH-SOUTHEAST OF
 RV0737'LEWISTOWN ALONG THE SOUTHEASTERN SLOPE OF THE BIG SNOWY
 RV0737'MOUNTAIN.
 RV0737'
 RV0737'IT IS A FOUR-LEGGED STEEL STRUCTURE SET IN A CONCRETE BASE AND
 RV0737'PAINTED ALTERNATELY RED AND WHITE.  IT IS 65 FEET HIGH.
 RV0737'
 RV0737'THE STATION WAS NOT VISITED.  THE INFORMATION WAS OBTAINED
 RV0737'FROM A C.A.A. MAINTENANCE FOREMAN.
 RV0737'
 RV0737'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0743 ***********************************************************************
 RV0743  DESIGNATION -  GREAT FALLS BILLINGS AWY BN 48
 RV0743  PID         -  RV0743
 RV0743  STATE/COUNTY-  MT/FERGUS
 RV0743  USGS QUAD   -  HALF MOON CANYON (1995)
 RV0743
 RV0743                         *CURRENT SURVEY CONTROL
 RV0743  ___________________________________________________________________
 RV0743* NAD 83(1992)-  46 50 34.86984(N)    109 15 43.61091(W)     ADJUSTED  
 RV0743* NAVD 88     -                                                        
 RV0743  ___________________________________________________________________
 RV0743  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 RV0743  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 RV0743
 RV0743  HORZ ORDER  -  THIRD
 RV0743
 RV0743.The horizontal coordinates were established by classical geodetic methods
 RV0743.and adjusted by the National Geodetic Survey in July 1992..
 RV0743
 RV0743
 RV0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0743
 RV0743.The geoid height was determined by GEOID03.
 RV0743
 RV0743;                    North         East     Units Scale Factor Converg.
 RV0743;SPC MT       -   288,164.096   618,134.600   MT  0.99939700   +0 10 26.5
 RV0743;SPC MT       -   945,420.26  2,028,000.66   iFT  0.99939700   +0 10 26.5
 RV0743;UTM  12      - 5,189,185.867   632,508.974   MT  0.99981581   +1 16 04.6
 RV0743
 RV0743                          SUPERSEDED SURVEY CONTROL
 RV0743
 RV0743  NAD 83(1986)-  46 50 34.86587(N)    109 15 43.58675(W) AD(       ) 4
 RV0743  NAD 27      -  46 50 34.98700(N)    109 15 40.95400(W) AD(       ) 3
 RV0743
 RV0743.Superseded values are not recommended for survey control.
 RV0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0743.See file dsdata.txt to determine how the superseded data were derived.
 RV0743
 RV0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS3250989186(NAD 83)
 RV0743_MARKER: 22 = AIRWAY BEACON
 RV0743
 RV0743  HISTORY     - Date     Condition        Report By
 RV0743  HISTORY     - 1949     FIRST OBSERVED   CGS
 RV0743
 RV0743                          STATION DESCRIPTION
 RV0743
 RV0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RV0743'THE STATION IS LOCATED ABOUT 35 MILES SOUTH-SOUTHEAST OF
 RV0743'LEWISTOWN AND 20 MILES SOUTH-SOUTHWEST OF THE SMALL COMMUNITY
 RV0743'OF PIPER.
 RV0743'
 RV0743'IT IS A FOUR LEGGED STEEL STRUCTURE SET IN A CONCRETE BASE
 RV0743'AND PAINTED ALTERNATELY RED AND WHITE.  IT IS 65 FEET HIGH.
 RV0743'
 RV0743'THE STATION WAS NOT VISITED.  THE INFORMATION WAS OBTAINED
 RV0743'FROM A C.A.A. MAINTENANCE FOREMAN.
 RV0743'
 RV0743'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1548 ***********************************************************************
 SS1548  DESIGNATION -  GREAT FALLS BILLINGS AWY BN 57
 SS1548  PID         -  SS1548
 SS1548  STATE/COUNTY-  MT/CASCADE
 SS1548  USGS QUAD   -  BELT (1982)
 SS1548
 SS1548                         *CURRENT SURVEY CONTROL
 SS1548  ___________________________________________________________________
 SS1548* NAD 83(1992)-  47 22 53.51458(N)    110 53 04.01777(W)     ADJUSTED  
 SS1548* NAVD 88     -      1418.2    (meters)    4653.     (feet)  VERTCON   
 SS1548  ___________________________________________________________________
 SS1548  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 SS1548  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 SS1548
 SS1548  HORZ ORDER  -  THIRD
 SS1548
 SS1548.The horizontal coordinates were established by classical geodetic methods
 SS1548.and adjusted by the National Geodetic Survey in July 1992..
 SS1548
 SS1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1548
 SS1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1548
 SS1548.The geoid height was determined by GEOID03.
 SS1548
 SS1548;                    North         East     Units Scale Factor Converg.
 SS1548;SPC MT       -   348,891.930   495,522.995   MT  0.99941333   -1 00 45.8
 SS1548;SPC MT       - 1,144,658.56  1,625,731.61   iFT  0.99941333   -1 00 45.8
 SS1548;UTM  12      - 5,247,570.249   508,722.071   MT  0.99960093   +0 05 06.1
 SS1548
 SS1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1548!SPC MT       -   0.99977985  x   0.99941333  =   0.99919331
 SS1548!UTM  12      -   0.99977985  x   0.99960093  =   0.99938087
 SS1548
 SS1548:                Primary Azimuth Mark                     Grid Az
 SS1548:SPC MT       -  GLIKO                                    096 55 49.3
 SS1548:UTM  12      -  GLIKO                                    095 49 57.4
 SS1548
 SS1548|---------------------------------------------------------------------|
 SS1548| PID    Reference Object                     Distance      Geod. Az  |
 SS1548|                                                           dddmmss.s |
 SS1548| SS1547 GLIKO                               APPROX. 8.6 KM 0955503.5 |
 SS1548|---------------------------------------------------------------------|
 SS1548
 SS1548                          SUPERSEDED SURVEY CONTROL
 SS1548
 SS1548  NAD 83(1986)-  47 22 53.51247(N)    110 53 04.00014(W) AD(       ) 3
 SS1548  NAD 27      -  47 22 53.66000(N)    110 53 01.26900(W) AD(       ) 3
 SS1548  NGVD 29 (07/19/86) 1417.3    (m)         4650.     (f) VERT ANG       
 SS1548
 SS1548.Superseded values are not recommended for survey control.
 SS1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1548.See file dsdata.txt to determine how the superseded data were derived.
 SS1548
 SS1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0872247570(NAD 83)
 SS1548_MARKER: 22 = AIRWAY BEACON
 SS1548
 SS1548  HISTORY     - Date     Condition        Report By
 SS1548  HISTORY     - 1949     FIRST OBSERVED   CGS
 SS1548  HISTORY     - 1955     GOOD             USGS
 SS1548
 SS1548                          STATION DESCRIPTION
 SS1548
 SS1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1548'STATION IS LOCATED ABOUT 25 MILES SOUTHEAST OF GREAT FALLS,
 SS1548'2 MILES EAST OF BELT, AND ON THE WEST END OF BELT MOUNTAIN.
 SS1548'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND ORANGE
 SS1548'WITH A REVOLVING LIGHT ON TOP THAT IS 54 FEET HIGH.  THE
 SS1548'POINT OF INTERSECTION WAS THE REVOLVING LIGHT ON TOP.
 SS1548
 SS1548                          STATION RECOVERY (1955)
 SS1548
 SS1548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 SS1548'DISTURBED
 SS1548'
 SS1548'THE BEACON TOWER WAS TAKEN DOWN IN AUG. 1955.  THE STEEL LEGS
 SS1548'WERE SAWED OFF AT THE SURFACE OF THE GROUND.  THE POSITION
 SS1548'CAN BE RECOVERED BY MEASURING FROM THE REMAINING STUBS OF THE LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1412 ***********************************************************************
 SS1412  DESIGNATION -  GREAT FALLS C M ST P RWY TWR
 SS1412  PID         -  SS1412
 SS1412  STATE/COUNTY-  MT/CASCADE
 SS1412  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1412
 SS1412                         *CURRENT SURVEY CONTROL
 SS1412  ___________________________________________________________________
 SS1412* NAD 83(1992)-  47 30 24.97699(N)    111 18 31.91703(W)     ADJUSTED  
 SS1412* NAVD 88     -                                                        
 SS1412  ___________________________________________________________________
 SS1412  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 SS1412  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SS1412
 SS1412  HORZ ORDER  -  THIRD
 SS1412
 SS1412.The horizontal coordinates were established by classical geodetic methods
 SS1412.and adjusted by the National Geodetic Survey in July 1992..
 SS1412
 SS1412
 SS1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1412
 SS1412.The geoid height was determined by GEOID03.
 SS1412
 SS1412;                    North         East     Units Scale Factor Converg.
 SS1412;SPC MT       -   363,475.626   463,821.353   MT  0.99942983   -1 19 23.5
 SS1412;SPC MT       - 1,192,505.33  1,521,723.60   iFT  0.99942983   -1 19 23.5
 SS1412;UTM  12      - 5,261,547.027   476,741.329   MT  0.99960665   -0 13 39.9
 SS1412
 SS1412                          SUPERSEDED SURVEY CONTROL
 SS1412
 SS1412  NAD 83(1986)-  47 30 24.97702(N)    111 18 31.89897(W) AD(       ) 4
 SS1412  NAD 27      -  47 30 25.12200(N)    111 18 29.04900(W) AD(       ) 3
 SS1412
 SS1412.Superseded values are not recommended for survey control.
 SS1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1412.See file dsdata.txt to determine how the superseded data were derived.
 SS1412
 SS1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7674161547(NAD 83)
 SS1412_MARKER: 55 = TOWER
 SS1412
 SS1412  HISTORY     - Date     Condition        Report By
 SS1412  HISTORY     - 1949     FIRST OBSERVED   CGS
 SS1412  HISTORY     - 1961     GOOD             CGS
 SS1412  HISTORY     - 20060622 GOOD             GEOCAC
 SS1412
 SS1412                          STATION DESCRIPTION
 SS1412
 SS1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1412'STATION IS LOCATED ON THE WEST SIDE OF GREAT FALLS, ALONG
 SS1412'THE EAST SIDE OF THE MISSOURI RIVER.  IT IS A LARGE, RED,
 SS1412'BRICK STRUCTURE AND IS 131.0 FEET HIGH.  THE POINT OF INTERSECTION
 SS1412'WAS THE APEX OF THE ROOF.
 SS1412'
 SS1412'PROBABLY THE SAME STATION AS LOCATED IN 1923.
 SS1412
 SS1412                          STATION RECOVERY (1961)
 SS1412
 SS1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1412'THE STATION WAS RECOVERED.
 SS1412'HOWEVER, THE BUILDING IS NO LONGER USED FOR A DEPOT.
 SS1412'IT HAS BEEN LEASED OR PURCHASED BY THE FIRM OF RAIN AND
 SS1412'RANCH.
 SS1412
 SS1412                          STATION RECOVERY (2006)
 SS1412
 SS1412'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 SS1412'GEOCAC FIRST REPORT.
 SS1412'TOWER RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1415 ***********************************************************************
 SS1415  DESIGNATION -  GREAT FALLS COURTHOUSE
 SS1415  PID         -  SS1415
 SS1415  STATE/COUNTY-  MT/CASCADE
 SS1415  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1415
 SS1415                         *CURRENT SURVEY CONTROL
 SS1415  ___________________________________________________________________
 SS1415* NAD 83(1992)-  47 30 29.18257(N)    111 17 59.70492(W)     ADJUSTED  
 SS1415* NAVD 88     -                                                        
 SS1415  ___________________________________________________________________
 SS1415  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 SS1415  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SS1415
 SS1415  HORZ ORDER  -  THIRD
 SS1415
 SS1415.The horizontal coordinates were established by classical geodetic methods
 SS1415.and adjusted by the National Geodetic Survey in July 1992..
 SS1415
 SS1415
 SS1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1415
 SS1415.The geoid height was determined by GEOID03.
 SS1415
 SS1415;                    North         East     Units Scale Factor Converg.
 SS1415;SPC MT       -   363,589.882   464,497.843   MT  0.99943000   -1 18 59.9
 SS1415;SPC MT       - 1,192,880.19  1,523,943.05   iFT  0.99943000   -1 18 59.9
 SS1415;UTM  12      - 5,261,674.219   477,415.630   MT  0.99960627   -0 13 16.1
 SS1415
 SS1415                          SUPERSEDED SURVEY CONTROL
 SS1415
 SS1415  NAD 83(1986)-  47 30 29.18489(N)    111 17 59.69440(W) AD(       ) 4
 SS1415  NAD 27      -  47 30 29.34000(N)    111 17 56.77000(W) AD(       ) 3
 SS1415
 SS1415.Superseded values are not recommended for survey control.
 SS1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1415.See file dsdata.txt to determine how the superseded data were derived.
 SS1415
 SS1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7741661674(NAD 83)
 SS1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SS1415+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 SS1415
 SS1415  HISTORY     - Date     Condition        Report By
 SS1415  HISTORY     - UNK      MONUMENTED
 SS1415  HISTORY     - 1942     GOOD             CGS
 SS1415  HISTORY     - 20050716 GOOD             GEOCAC
 SS1415  HISTORY     - 20060622 GOOD             GEOCAC
 SS1415
 SS1415                          STATION DESCRIPTION
 SS1415
 SS1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (NBA)
 SS1415'COVERS ONE BLOCK.
 SS1415
 SS1415                          STATION RECOVERY (2005)
 SS1415
 SS1415'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 SS1415'THE COURTHOUSE HAS A TALL, BLACK DOME RISING FROM THE CENTER OF THE
 SS1415'WHITE BUILDING.  THE BUILDING IS LOCATED NORTH OF SECOND AVENUE NORTH
 SS1415'BETWEEN 4TH STREET NORTH ABD 5TH STREET NORTH.
 SS1415
 SS1415                          STATION RECOVERY (2006)
 SS1415
 SS1415'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 SS1415'GEOCAC FIRST REPORT.
 SS1415'DOME RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1420 ***********************************************************************
 SS1420  DESIGNATION -  GREAT FALLS GENERAL MILLS TANK
 SS1420  PID         -  SS1420
 SS1420  STATE/COUNTY-  MT/CASCADE
 SS1420  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1420
 SS1420                         *CURRENT SURVEY CONTROL
 SS1420  ___________________________________________________________________
 SS1420* NAD 83(1992)-  47 30 55.37474(N)    111 15 41.64343(W)     ADJUSTED  
 SS1420* NAVD 88     -                                                        
 SS1420  ___________________________________________________________________
 SS1420  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 SS1420  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS1420
 SS1420  HORZ ORDER  -  THIRD
 SS1420
 SS1420.The horizontal coordinates were established by classical geodetic methods
 SS1420.and adjusted by the National Geodetic Survey in July 1992..
 SS1420
 SS1420
 SS1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1420
 SS1420.The geoid height was determined by GEOID03.
 SS1420
 SS1420;                    North         East     Units Scale Factor Converg.
 SS1420;SPC MT       -   364,332.486   467,402.643   MT  0.99943111   -1 17 18.9
 SS1420;SPC MT       - 1,195,316.56  1,533,473.24   iFT  0.99943111   -1 17 18.9
 SS1420;UTM  12      - 5,262,472.368   480,306.206   MT  0.99960477   -0 11 34.4
 SS1420
 SS1420                          SUPERSEDED SURVEY CONTROL
 SS1420
 SS1420  NAD 83(1986)-  47 30 55.37428(N)    111 15 41.62550(W) AD(       ) 4
 SS1420  NAD 27      -  47 30 55.51500(N)    111 15 38.78500(W) AD(       ) 3
 SS1420
 SS1420.Superseded values are not recommended for survey control.
 SS1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1420.See file dsdata.txt to determine how the superseded data were derived.
 SS1420
 SS1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8030662472(NAD 83)
 SS1420_MARKER: 53 = ELEVATED TANK
 SS1420
 SS1420  HISTORY     - Date     Condition        Report By
 SS1420  HISTORY     - 1949     FIRST OBSERVED   CGS
 SS1420  HISTORY     - 1965     GOOD             CGS
 SS1420  HISTORY     - 20050716 MARK NOT FOUND   GEOCAC
 SS1420
 SS1420                          STATION DESCRIPTION
 SS1420
 SS1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1420'STATION IS LOCATED IN THE NORTHEAST SECTION OF GREAT FALLS,
 SS1420'ON THE SOUTH BANK OF THE MISSOURI RIVER.  IT IS A ROUND, STEEL
 SS1420'TANK PAINTED BLACK AND ATOP 4 LEGS.  IT IS 185.0 FEET HIGH.
 SS1420'THE POINT OF INTERSECTION WAS THE APEX OF THE ROOF.
 SS1420
 SS1420                          STATION RECOVERY (1965)
 SS1420
 SS1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 SS1420'THE STATION WAS RECOVERED AS DESCRIBED IN 1961.  THE TANK IS
 SS1420'NOW PAINTED SILVER, BUT THE LEGS REMAIN PAINTED BLACK.
 SS1420
 SS1420                          STATION RECOVERY (2005)
 SS1420
 SS1420'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 SS1420'THERE IS NO TANK AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1411 ***********************************************************************
 SS1411  DESIGNATION -  GREAT FALLS GNRR SHOPS STACK
 SS1411  PID         -  SS1411
 SS1411  STATE/COUNTY-  MT/CASCADE
 SS1411  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1411
 SS1411                         *CURRENT SURVEY CONTROL
 SS1411  ___________________________________________________________________
 SS1411* NAD 83(1992)-  47 30 04.37171(N)    111 18 47.98698(W)     ADJUSTED  
 SS1411* NAVD 88     -                                                        
 SS1411  ___________________________________________________________________
 SS1411  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 SS1411  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS1411
 SS1411  HORZ ORDER  -  THIRD
 SS1411
 SS1411.The horizontal coordinates were established by classical geodetic methods
 SS1411.and adjusted by the National Geodetic Survey in July 1992..
 SS1411
 SS1411
 SS1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1411
 SS1411.The geoid height was determined by GEOID03.
 SS1411
 SS1411;                    North         East     Units Scale Factor Converg.
 SS1411;SPC MT       -   362,847.566   463,470.631   MT  0.99942897   -1 19 35.2
 SS1411;SPC MT       - 1,190,444.77  1,520,572.94   iFT  0.99942897   -1 19 35.2
 SS1411;UTM  12      - 5,260,912.265   476,402.619   MT  0.99960684   -0 13 51.7
 SS1411
 SS1411                          SUPERSEDED SURVEY CONTROL
 SS1411
 SS1411  NAD 83(1986)-  47 30 04.37162(N)    111 18 47.96878(W) AD(       ) 4
 SS1411  NAD 27      -  47 30 04.51500(N)    111 18 45.11700(W) AD(       ) 3
 SS1411
 SS1411.Superseded values are not recommended for survey control.
 SS1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1411.See file dsdata.txt to determine how the superseded data were derived.
 SS1411
 SS1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7640360912(NAD 83)
 SS1411_MARKER: 63 = STACK
 SS1411
 SS1411  HISTORY     - Date     Condition        Report By
 SS1411  HISTORY     - 1949     FIRST OBSERVED   CGS
 SS1411
 SS1411                          STATION DESCRIPTION
 SS1411
 SS1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1411'STATION IS LOCATED IN THE SOUTHWEST SECTION OF GREAT FALLS,
 SS1411'ON THE WEST SIDE OF THE MISSOURI RIVER.  IT IS A LARGE, ROUND,
 SS1411'GREY CONCRETE STRUCTURE AND IS 225.0 FEET HIGH.  THE POINT
 SS1411'OF INTERSECTION WAS THE TOP RIM OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1413 ***********************************************************************
 SS1413  DESIGNATION -  GREAT FALLS GREAT NORTH DEPOT
 SS1413  PID         -  SS1413
 SS1413  STATE/COUNTY-  MT/CASCADE
 SS1413  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1413
 SS1413                         *CURRENT SURVEY CONTROL
 SS1413  ___________________________________________________________________
 SS1413* NAD 83(1992)-  47 30 14.28206(N)    111 18 27.82009(W)     ADJUSTED  
 SS1413* NAVD 88     -                                                        
 SS1413  ___________________________________________________________________
 SS1413  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 SS1413  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS1413
 SS1413  HORZ ORDER  -  THIRD
 SS1413
 SS1413.The horizontal coordinates were established by classical geodetic methods
 SS1413.and adjusted by the National Geodetic Survey in July 1992..
 SS1413
 SS1413
 SS1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1413
 SS1413.The geoid height was determined by GEOID03.
 SS1413
 SS1413;                    North         East     Units Scale Factor Converg.
 SS1413;SPC MT       -   363,143.627   463,899.395   MT  0.99942938   -1 19 20.5
 SS1413;SPC MT       - 1,191,416.10  1,521,979.64   iFT  0.99942938   -1 19 20.5
 SS1413;UTM  12      - 5,261,216.523   476,825.719   MT  0.99960660   -0 13 36.8
 SS1413
 SS1413                          SUPERSEDED SURVEY CONTROL
 SS1413
 SS1413  NAD 83(1986)-  47 30 14.28414(N)    111 18 27.80993(W) AD(       ) 4
 SS1413  NAD 27      -  47 30 14.44000(N)    111 18 24.88000(W) AD(       ) 3
 SS1413
 SS1413.Superseded values are not recommended for survey control.
 SS1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1413.See file dsdata.txt to determine how the superseded data were derived.
 SS1413
 SS1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7682661217(NAD 83)
 SS1413
 SS1413  HISTORY     - Date     Condition        Report By
 SS1413  HISTORY     - UNK      MONUMENTED
 SS1413  HISTORY     - 1942     GOOD             CGS
 SS1413  HISTORY     - 20060622 GOOD             GEOCAC
 SS1413
 SS1413                          STATION DESCRIPTION
 SS1413
 SS1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (NBA)
 SS1413'LOCATED IN THE W SIDE OF TOWN ALONG THE MISSOURI RIVER.
 SS1413
 SS1413                          STATION RECOVERY (2006)
 SS1413
 SS1413'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 SS1413'GEOCAC FIRST REPORT.
 SS1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1447 ***********************************************************************
 SS1447  DESIGNATION -  GREAT FALLS HIGHLAND CEM SPIPE
 SS1447  PID         -  SS1447
 SS1447  STATE/COUNTY-  MT/CASCADE
 SS1447  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS1447
 SS1447                         *CURRENT SURVEY CONTROL
 SS1447  ___________________________________________________________________
 SS1447* NAD 83(1992)-  47 27 54.70896(N)    111 16 15.02752(W)     ADJUSTED  
 SS1447* NAVD 88     -                                                        
 SS1447  ___________________________________________________________________
 SS1447  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 SS1447  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 SS1447
 SS1447  HORZ ORDER  -  THIRD
 SS1447
 SS1447.The horizontal coordinates were established by classical geodetic methods
 SS1447.and adjusted by the National Geodetic Survey in July 1992..
 SS1447
 SS1447
 SS1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1447
 SS1447.The geoid height was determined by GEOID03.
 SS1447
 SS1447;                    North         East     Units Scale Factor Converg.
 SS1447;SPC MT       -   358,773.265   466,578.670   MT  0.99942380   -1 17 43.4
 SS1447;SPC MT       - 1,177,077.64  1,530,769.91   iFT  0.99942380   -1 17 43.4
 SS1447;UTM  12      - 5,256,897.416   479,588.567   MT  0.99960512   -0 11 58.5
 SS1447
 SS1447                          SUPERSEDED SURVEY CONTROL
 SS1447
 SS1447  NAD 83(1986)-  47 27 54.70853(N)    111 16 15.01008(W) AD(       ) 4
 SS1447  NAD 27      -  47 27 54.85500(N)    111 16 12.17000(W) AD(       ) 3
 SS1447
 SS1447.Superseded values are not recommended for survey control.
 SS1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1447.See file dsdata.txt to determine how the superseded data were derived.
 SS1447
 SS1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7958956897(NAD 83)
 SS1447_MARKER: 52 = STANDPIPE TANK
 SS1447
 SS1447  HISTORY     - Date     Condition        Report By
 SS1447  HISTORY     - 1949     FIRST OBSERVED   CGS
 SS1447
 SS1447                          STATION DESCRIPTION
 SS1447
 SS1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1447'STATION IS LOCATED IN THE HIGHLAND CEMETERY WHICH IS ABOUT
 SS1447'5-1/2 MILES SOUTH OF THE GREAT FALLS POST OFFICE.  IT IS A
 SS1447'LARGE, ROUND, STEEL STRUCTURE PAINTED SILVER AND IS 50.0 FEET HIGH.
 SS1447'THE POINT OF INTERSECTION WAS THE APPROXIMATE CENTER OF THE
 SS1447'FLAT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1457 ***********************************************************************
 SS1457  DESIGNATION -  GREAT FALLS ID FALLS AWY BN 47
 SS1457  PID         -  SS1457
 SS1457  STATE/COUNTY-  MT/CASCADE
 SS1457  USGS QUAD   -  NELSON ISLAND (1983)
 SS1457
 SS1457                         *CURRENT SURVEY CONTROL
 SS1457  ___________________________________________________________________
 SS1457* NAD 83(1992)-  47 21 35.88856(N)    111 35 01.35822(W)     ADJUSTED  
 SS1457* NAVD 88     -                                                        
 SS1457  ___________________________________________________________________
 SS1457  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 SS1457  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 SS1457
 SS1457  HORZ ORDER  -  THIRD
 SS1457
 SS1457.The horizontal coordinates were established by classical geodetic methods
 SS1457.and adjusted by the National Geodetic Survey in July 1992..
 SS1457
 SS1457
 SS1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1457
 SS1457.The geoid height was determined by GEOID03.
 SS1457
 SS1457;                    North         East     Units Scale Factor Converg.
 SS1457;SPC MT       -   347,665.118   442,700.111   MT  0.99941098   -1 31 27.3
 SS1457;SPC MT       - 1,140,633.59  1,452,428.19   iFT  0.99941098   -1 31 27.3
 SS1457;UTM  12      - 5,245,332.597   455,922.053   MT  0.99962388   -0 25 45.8
 SS1457
 SS1457                          SUPERSEDED SURVEY CONTROL
 SS1457
 SS1457  NAD 83(1986)-  47 21 35.89022(N)    111 35 01.34196(W) AD(       ) 4
 SS1457  NAD 27      -  47 21 36.06100(N)    111 34 58.43200(W) AD(       ) 3
 SS1457
 SS1457.Superseded values are not recommended for survey control.
 SS1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1457.See file dsdata.txt to determine how the superseded data were derived.
 SS1457
 SS1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT5592245333(NAD 83)
 SS1457_MARKER: 22 = AIRWAY BEACON
 SS1457
 SS1457  HISTORY     - Date     Condition        Report By
 SS1457  HISTORY     - 1949     FIRST OBSERVED   CGS
 SS1457
 SS1457                          STATION DESCRIPTION
 SS1457
 SS1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1457'STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF GREAT FALLS, 6
 SS1457'MILES SOUTHWEST OF ULM, AND 0.4 MILE NORTH OF U.S. HIGHWAY 91.
 SS1457'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND ORANGE WITH
 SS1457'A REVOLVING LIGHT ON TOP WHICH IS 65.5 FEET HIGH.  THE POINT
 SS1457'OF INTERSECTION WAS THE REVOLVING LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1443 ***********************************************************************
 SS1443  DESIGNATION -  GREAT FALLS INTL APT CON TWR BCN
 SS1443  PID         -  SS1443
 SS1443  STATE/COUNTY-  MT/CASCADE
 SS1443  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS1443
 SS1443                         *CURRENT SURVEY CONTROL
 SS1443  ___________________________________________________________________
 SS1443* NAD 83(1992)-  47 29 07.62784(N)    111 21 15.67798(W)     ADJUSTED  
 SS1443* NAVD 88     -                                                        
 SS1443  ___________________________________________________________________
 SS1443  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 SS1443  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 SS1443
 SS1443  HORZ ORDER  -  THIRD
 SS1443
 SS1443.The horizontal coordinates were established by classical geodetic methods
 SS1443.and adjusted by the National Geodetic Survey in July 1992..
 SS1443
 SS1443
 SS1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1443
 SS1443.The geoid height was determined by GEOID03.
 SS1443
 SS1443;                    North         East     Units Scale Factor Converg.
 SS1443;SPC MT       -   361,168.933   460,340.862   MT  0.99942666   -1 21 23.3
 SS1443;SPC MT       - 1,184,937.44  1,510,304.67   iFT  0.99942666   -1 21 23.3
 SS1443;UTM  12      - 5,259,173.795   473,304.953   MT  0.99960876   -0 15 40.3
 SS1443
 SS1443                          SUPERSEDED SURVEY CONTROL
 SS1443
 SS1443  NAD 83(1986)-  47 29 07.62804(N)    111 21 15.65984(W) AD(       ) 4
 SS1443  NAD 27      -  47 29 07.77700(N)    111 21 12.79800(W) AD(       ) 3
 SS1443
 SS1443.Superseded values are not recommended for survey control.
 SS1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1443.See file dsdata.txt to determine how the superseded data were derived.
 SS1443
 SS1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7330559174(NAD 83)
 SS1443_MARKER: 58 = CONTROL TOWER
 SS1443
 SS1443  HISTORY     - Date     Condition        Report By
 SS1443  HISTORY     - 1961     FIRST OBSERVED   CGS
 SS1443  HISTORY     - 1965     GOOD             CGS
 SS1443  HISTORY     - 1966     GOOD             CGS
 SS1443
 SS1443                          STATION DESCRIPTION
 SS1443
 SS1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1443'THE STATION IS THE CENTER OF THE REVOLVING LIGHT MOUNTED ON THE
 SS1443'ROOF OF THE CONTROL TOWER.  IT IS ABOUT 60 FEET HIGH AND LOCATED
 SS1443'ABOUT 3 MILES WEST OF GREAT FALLS.
 SS1443
 SS1443                          STATION RECOVERY (1965)
 SS1443
 SS1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 SS1443'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 SS1443'DESCRIBED.
 SS1443
 SS1443                          STATION RECOVERY (1966)
 SS1443
 SS1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SS1443'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 SS1443'
 SS1443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.7 MILES SW OF
 SS1443'GREAT FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1431 ***********************************************************************
 SS1431  DESIGNATION -  GREAT FALLS MUNICIPAL TANK
 SS1431  PID         -  SS1431
 SS1431  STATE/COUNTY-  MT/CASCADE
 SS1431  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS1431
 SS1431                         *CURRENT SURVEY CONTROL
 SS1431  ___________________________________________________________________
 SS1431* NAD 83(1992)-  47 29 43.82621(N)    111 13 53.47891(W)     ADJUSTED  
 SS1431* NAVD 88     -                                                        
 SS1431  ___________________________________________________________________
 SS1431  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 SS1431  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 SS1431
 SS1431  HORZ ORDER  -  THIRD
 SS1431
 SS1431.The horizontal coordinates were established by classical geodetic methods
 SS1431.and adjusted by the National Geodetic Survey in July 1992..
 SS1431
 SS1431
 SS1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1431
 SS1431.The geoid height was determined by GEOID03.
 SS1431
 SS1431;                    North         East     Units Scale Factor Converg.
 SS1431;SPC MT       -   362,074.185   469,615.066   MT  0.99942813   -1 15 59.8
 SS1431;SPC MT       - 1,187,907.43  1,540,731.84   iFT  0.99942813   -1 15 59.8
 SS1431;UTM  12      - 5,260,256.404   482,561.807   MT  0.99960374   -0 10 14.5
 SS1431
 SS1431                          SUPERSEDED SURVEY CONTROL
 SS1431
 SS1431  NAD 83(1986)-  47 29 43.82626(N)    111 13 53.46139(W) AD(       ) 4
 SS1431  NAD 27      -  47 29 43.97500(N)    111 13 50.61800(W) AD(       ) 3
 SS1431
 SS1431.Superseded values are not recommended for survey control.
 SS1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1431.See file dsdata.txt to determine how the superseded data were derived.
 SS1431
 SS1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8256260256(NAD 83)
 SS1431_MARKER: 53 = ELEVATED TANK
 SS1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SS1431+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 SS1431
 SS1431  HISTORY     - Date     Condition        Report By
 SS1431  HISTORY     - 1961     FIRST OBSERVED   CGS
 SS1431  HISTORY     - 1965     GOOD             CGS
 SS1431  HISTORY     - 20050716 GOOD             GEOCAC
 SS1431
 SS1431                          STATION DESCRIPTION
 SS1431
 SS1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1431'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  LOCATED ABOUT
 SS1431'1-1/2 MILES SOUTH OF GREAT FALLS AND ABOUT 350 FEET SOUTHEAST
 SS1431'OF THE INTERSECTION OF 10TH. AVENUE SOUTH AND DORIS AVENUE.
 SS1431'IT IS AN ELEVATED TANK SUPPORTED BY 8 CYLINDRICAL LEGS, 130
 SS1431'FEET HIGH AND PAINTED GRAY.
 SS1431
 SS1431                          STATION RECOVERY (1965)
 SS1431
 SS1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 SS1431'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 SS1431'DESCRIBED.
 SS1431
 SS1431                          STATION RECOVERY (2005)
 SS1431
 SS1431'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 SS1431'THE TANK IS NOW WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1448 ***********************************************************************
 SS1448  DESIGNATION -  GREAT FALLS RAD KMON CEN MAST
 SS1448  PID         -  SS1448
 SS1448  STATE/COUNTY-  MT/CASCADE
 SS1448  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS1448
 SS1448                         *CURRENT SURVEY CONTROL
 SS1448  ___________________________________________________________________
 SS1448* NAD 83(1992)-  47 25 28.81302(N)    111 17 22.43734(W)     ADJUSTED  
 SS1448* NAVD 88     -                                                        
 SS1448  ___________________________________________________________________
 SS1448  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 SS1448  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 SS1448
 SS1448  HORZ ORDER  -  THIRD
 SS1448
 SS1448.The horizontal coordinates were established by classical geodetic methods
 SS1448.and adjusted by the National Geodetic Survey in July 1992..
 SS1448
 SS1448
 SS1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1448
 SS1448.The geoid height was determined by GEOID03.
 SS1448
 SS1448;                    North         East     Units Scale Factor Converg.
 SS1448;SPC MT       -   354,303.380   465,065.235   MT  0.99941846   -1 18 32.7
 SS1448;SPC MT       - 1,162,412.66  1,525,804.58   iFT  0.99941846   -1 18 32.7
 SS1448;UTM  12      - 5,252,398.575   478,160.629   MT  0.99960586   -0 12 47.6
 SS1448
 SS1448                          SUPERSEDED SURVEY CONTROL
 SS1448
 SS1448  NAD 83(1986)-  47 25 28.81286(N)    111 17 22.42037(W) AD(       ) 4
 SS1448  NAD 27      -  47 25 28.96600(N)    111 17 19.57500(W) AD(       ) 3
 SS1448
 SS1448.Superseded values are not recommended for survey control.
 SS1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1448.See file dsdata.txt to determine how the superseded data were derived.
 SS1448
 SS1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7816152399(NAD 83)
 SS1448_MARKER: 42 = RADIO/TV MAST
 SS1448
 SS1448  HISTORY     - Date     Condition        Report By
 SS1448  HISTORY     - 1961     FIRST OBSERVED   CGS
 SS1448
 SS1448                          STATION DESCRIPTION
 SS1448
 SS1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1448'THE STATION IS THE CENTER OF THE TOP OF THE CENTER ONE OF
 SS1448'THREE MASTS.  LOCATED ABOUT 7-1/2 MILES SOUTH OF GREAT FALLS
 SS1448'AND ON THE EAST SIDE OF THE MISSOURI RIVER.  IT IS THE CENTER
 SS1448'ONE OF THREE 450 FOOT HIGH STEEL MASTS, PAINTED ALTERNATELY
 SS1448'RED AND WHITE.  ALL MASTS HAVE RED LIGHTS AT THEIR TOPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1423 ***********************************************************************
 SS1423  DESIGNATION -  GREAT FALLS RADIO STA KFBB MST
 SS1423  PID         -  SS1423
 SS1423  STATE/COUNTY-  MT/CASCADE
 SS1423  USGS QUAD   -  MANCHESTER (1994)
 SS1423
 SS1423                         *CURRENT SURVEY CONTROL
 SS1423  ___________________________________________________________________
 SS1423* NAD 83(1992)-  47 31 18.61331(N)    111 23 20.37921(W)     ADJUSTED  
 SS1423* NAVD 88     -                                                        
 SS1423  ___________________________________________________________________
 SS1423  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 SS1423  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 SS1423
 SS1423  HORZ ORDER  -  THIRD
 SS1423
 SS1423.The horizontal coordinates were established by classical geodetic methods
 SS1423.and adjusted by the National Geodetic Survey in July 1992..
 SS1423
 SS1423
 SS1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1423
 SS1423.The geoid height was determined by GEOID03.
 SS1423
 SS1423;                    North         East     Units Scale Factor Converg.
 SS1423;SPC MT       -   365,273.081   457,830.035   MT  0.99943211   -1 22 54.5
 SS1423;SPC MT       - 1,198,402.50  1,502,067.04   iFT  0.99943211   -1 22 54.5
 SS1423;UTM  12      - 5,263,229.938   470,715.680   MT  0.99961054   -0 17 12.8
 SS1423
 SS1423                          SUPERSEDED SURVEY CONTROL
 SS1423
 SS1423  NAD 83(1986)-  47 31 18.61369(N)    111 23 20.36058(W) AD(       ) 4
 SS1423  NAD 27      -  47 31 18.76400(N)    111 23 17.48300(W) AD(       ) 3
 SS1423
 SS1423.Superseded values are not recommended for survey control.
 SS1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1423.See file dsdata.txt to determine how the superseded data were derived.
 SS1423
 SS1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7071663230(NAD 83)
 SS1423_MARKER: 42 = RADIO/TV MAST
 SS1423
 SS1423  HISTORY     - Date     Condition        Report By
 SS1423  HISTORY     - 1949     FIRST OBSERVED   CGS
 SS1423  HISTORY     - 1961     GOOD             CGS
 SS1423  HISTORY     - 1961     GOOD             CGS
 SS1423  HISTORY     - 1966     GOOD             CGS
 SS1423
 SS1423                          STATION DESCRIPTION
 SS1423
 SS1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1423'STATION IS LOCATED ABOUT 4 MILES WEST OF THE GREAT FALLS
 SS1423'POST OFFICE, 0.1 MILE EAST OF U.S. HIGHWAYS 89 AND 91.  IT
 SS1423'IS A 7-1/2 FOOT SQUARE STEEL STRUCTURE PAINTED ORANGE AND WHITE
 SS1423'AND IS 420 FEET HIGH.  THE POINT OF INTERSECTION WAS THE RED
 SS1423'LIGHT ON TOP.
 SS1423
 SS1423                          STATION RECOVERY (1961)
 SS1423
 SS1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1423'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  HOWEVER,
 SS1423'AN EXTENSION OF TWENTY FEET HAS BEEN ADDED TO THE TOP TO
 SS1423'FACILITATE TELEVISION BROADCASTING OVER CHANNEL 5.  THE MAST
 SS1423'IS NOW 440 FEET HIGH.
 SS1423
 SS1423                          STATION RECOVERY (1961)
 SS1423
 SS1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 SS1423'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 SS1423'EXCEPTION--
 SS1423'
 SS1423'IN 1954 THERE WAS A TELEVISION ANTENNA ADDED TO THE TOP OF
 SS1423'THE TOWER.  OVERALL HEIGHT IS 443 FT. ABOVE GROUND.
 SS1423'
 SS1423'STATION IS JUST EAST OF A LOWER RADIO TOWER.
 SS1423
 SS1423                          STATION RECOVERY (1966)
 SS1423
 SS1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SS1423'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS 0.3
 SS1423'MILES SOUTH OF INTERSTATE 15.  THE STATION ENGINEER STATED THAT A TV
 SS1423'MAST, 20 FEET IN HIGHT, HAS BEEN ADDED TO THE TOP OF THE TOWER
 SS1423'AND THE TOWER IS NOW USED BOTH AS A RADIO AND TELEVISION MAST.
 SS1423'
 SS1423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES WEST OF
 SS1423'GREAT FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1416 ***********************************************************************
 SS1416  DESIGNATION -  GREAT FALLS ST ANNS CATHEDRAL
 SS1416  PID         -  SS1416
 SS1416  STATE/COUNTY-  MT/CASCADE
 SS1416  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1416
 SS1416                         *CURRENT SURVEY CONTROL
 SS1416  ___________________________________________________________________
 SS1416* NAD 83(1992)-  47 30 31.45515(N)    111 17 43.12771(W)     ADJUSTED  
 SS1416* NAVD 88     -                                                        
 SS1416  ___________________________________________________________________
 SS1416  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 SS1416  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SS1416
 SS1416  HORZ ORDER  -  THIRD
 SS1416
 SS1416.The horizontal coordinates were established by classical geodetic methods
 SS1416.and adjusted by the National Geodetic Survey in July 1992..
 SS1416
 SS1416
 SS1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1416
 SS1416.The geoid height was determined by GEOID03.
 SS1416
 SS1416;                    North         East     Units Scale Factor Converg.
 SS1416;SPC MT       -   363,652.053   464,846.049   MT  0.99943010   -1 18 47.8
 SS1416;SPC MT       - 1,193,084.16  1,525,085.46   iFT  0.99943010   -1 18 47.8
 SS1416;UTM  12      - 5,261,743.048   477,762.645   MT  0.99960608   -0 13 03.9
 SS1416
 SS1416                          SUPERSEDED SURVEY CONTROL
 SS1416
 SS1416  NAD 83(1986)-  47 30 31.45485(N)    111 17 43.10934(W) AD(       ) 4
 SS1416  NAD 27      -  47 30 31.59800(N)    111 17 40.25800(W) AD(       ) 3
 SS1416
 SS1416.Superseded values are not recommended for survey control.
 SS1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1416.See file dsdata.txt to determine how the superseded data were derived.
 SS1416
 SS1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7776361743(NAD 83)
 SS1416_MARKER: 91 = CHURCH CROSS
 SS1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SS1416+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 SS1416
 SS1416  HISTORY     - Date     Condition        Report By
 SS1416  HISTORY     - 1949     FIRST OBSERVED   CGS
 SS1416  HISTORY     - 20050716 GOOD             GEOCAC
 SS1416  HISTORY     - 20060622 GOOD             GEOCAC
 SS1416
 SS1416                          STATION DESCRIPTION
 SS1416
 SS1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1416'STATION IS LOCATED ON THE CORNER OF SEVENTH ST. AND THIRD AVE.
 SS1416'NORTH IN GREAT FALLS.  IT IS A LARGE GREY STONE BUILDING
 SS1416'HAVING A WHITE CROSS ON TOP.  THE POINT OF INTERSECTION WAS
 SS1416'THE APEX OF THE DOME OR THE BASE OF THE CROSS.  THE POINT
 SS1416'OF INTERSECTION IS 110.0 FEET HIGH.
 SS1416
 SS1416                          STATION RECOVERY (2005)
 SS1416
 SS1416'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 SS1416'RECOVERED IN GOOD CONDITION.
 SS1416
 SS1416                          STATION RECOVERY (2006)
 SS1416
 SS1416'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 SS1416'GEOCAC FIRST REPORT.
 SS1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1421 ***********************************************************************
 SS1421  DESIGNATION -  GREAT FALLS TV STA KRTV MAST
 SS1421  PID         -  SS1421
 SS1421  STATE/COUNTY-  MT/CASCADE
 SS1421  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1421
 SS1421                         *CURRENT SURVEY CONTROL
 SS1421  ___________________________________________________________________
 SS1421* NAD 83(1992)-  47 31 57.65330(N)    111 16 44.01103(W)     ADJUSTED  
 SS1421* NAVD 88     -                                                        
 SS1421  ___________________________________________________________________
 SS1421  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 SS1421  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 SS1421
 SS1421  HORZ ORDER  -  THIRD
 SS1421
 SS1421.The horizontal coordinates were established by classical geodetic methods
 SS1421.and adjusted by the National Geodetic Survey in July 1992..
 SS1421
 SS1421
 SS1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1421
 SS1421.The geoid height was determined by GEOID03.
 SS1421
 SS1421;                    North         East     Units Scale Factor Converg.
 SS1421;SPC MT       -   366,283.759   466,142.477   MT  0.99943381   -1 18 04.6
 SS1421;SPC MT       - 1,201,718.37  1,529,338.84   iFT  0.99943381   -1 18 04.6
 SS1421;UTM  12      - 5,264,399.521   479,008.736   MT  0.99960541   -0 12 20.6
 SS1421
 SS1421                          SUPERSEDED SURVEY CONTROL
 SS1421
 SS1421  NAD 83(1986)-  47 31 57.65226(N)    111 16 43.99244(W) AD(       ) 4
 SS1421  NAD 27      -  47 31 57.78962(N)    111 16 41.14972(W) AD(       ) 3
 SS1421
 SS1421.Superseded values are not recommended for survey control.
 SS1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1421.See file dsdata.txt to determine how the superseded data were derived.
 SS1421
 SS1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7900964400(NAD 83)
 SS1421_MARKER: 42 = RADIO/TV MAST
 SS1421
 SS1421  HISTORY     - Date     Condition        Report By
 SS1421  HISTORY     - 1968     FIRST OBSERVED   CGS
 SS1421
 SS1421                          STATION DESCRIPTION
 SS1421
 SS1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1421'THE STATION IS THE CENTER OF THE TOP OF A 350 FOOT HIGH
 SS1421'STEEL MAST PAINTED ALTERNATELY RED AND WHITE.  LOCATED ABOUT
 SS1421'2 MILES NORTH OF GREAT FALLS AND 0.2 MILE EAST OF U.S. HIGHWAY
 SS1421'NOTE--THIS IS A NEW MAST ERECTED APPROXIMATELY 208 FEET
 SS1421'EAST-NORTHEAST OF THE OLD MAST POSITIONED in 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0663 ***********************************************************************
 QX0663  DESIGNATION -  GREELEY
 QX0663  PID         -  QX0663
 QX0663  STATE/COUNTY-  MT/PARK
 QX0663  USGS QUAD   -  MOUNT RAE (1981)
 QX0663
 QX0663                         *CURRENT SURVEY CONTROL
 QX0663  ___________________________________________________________________
 QX0663* NAD 83(1992)-  45 37 08.67820(N)    110 16 48.16352(W)     ADJUSTED  
 QX0663* NAVD 88     -      2156.56   (+/-2cm)    7075.3    (feet)  VERTCON   
 QX0663  ___________________________________________________________________
 QX0663  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 QX0663  GEOID HEIGHT-          -9.91  (meters)                     GEOID03
 QX0663
 QX0663  HORZ ORDER  -  SECOND
 QX0663  VERT ORDER  -  THIRD ? (See Below)
 QX0663
 QX0663.The horizontal coordinates were established by classical geodetic methods
 QX0663.and adjusted by the National Geodetic Survey in July 1992..
 QX0663
 QX0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0663.The vertical order pertains to the NGVD 29 superseded value.
 QX0663
 QX0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0663
 QX0663.The geoid height was determined by GEOID03.
 QX0663
 QX0663;                    North         East     Units Scale Factor Converg.
 QX0663;SPC MT       -   152,458.639   539,181.984   MT  0.99968485   -0 34 14.2
 QX0663;SPC MT       -   500,192.39  1,768,969.76   iFT  0.99968485   -0 34 14.2
 QX0663;UTM  12      - 5,051,977.827   556,129.031   MT  0.99963873   +0 30 52.4
 QX0663
 QX0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0663!SPC MT       -   0.99966357  x   0.99968485  =   0.99934853
 QX0663!UTM  12      -   0.99966357  x   0.99963873  =   0.99930242
 QX0663
 QX0663|---------------------------------------------------------------------|
 QX0663| PID    Reference Object                     Distance      Geod. Az  |
 QX0663|                                                           dddmmss.s |
 QX0663| CQ6658 GREELEY RM 2                          9.895 METERS 19931     |
 QX0663| CQ6656 GREELEY AZ MK                                      2571632.4 |
 QX0663| QX0725 LIVINGSTON NORTH PACIF RR STK       APPROX.22.2 KM 2841708.2 |
 QX0663| CQ6657 GREELEY RM 1                         10.777 METERS 28740     |
 QX0663| CQ6659 GREELEY RM 3                          5.921 METERS 35832     |
 QX0663|---------------------------------------------------------------------|
 QX0663
 QX0663                          SUPERSEDED SURVEY CONTROL
 QX0663
 QX0663  NAD 83(1986)-  45 37 08.67356(N)    110 16 48.15463(W) AD(       ) 2
 QX0663  NAD 27      -  45 37 08.90000(N)    110 16 45.46500(W) AD(       ) 2
 QX0663  NGVD 29 (07/19/86) 2155.41   (m)         7071.5    (f) LEVELING    3  
 QX0663
 QX0663.Superseded values are not recommended for survey control.
 QX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0663.See file dsdata.txt to determine how the superseded data were derived.
 QX0663
 QX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR5612951978(NAD 83)
 QX0663_MARKER: DD = SURVEY DISK
 QX0663_SETTING: 66 = SET IN ROCK OUTCROP
 QX0663_SP_SET: PARTIALLY EXPOSED BEDROCK
 QX0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0663+SATELLITE: SATELLITE OBSERVATIONS - 1986
 QX0663
 QX0663  HISTORY     - Date     Condition        Report By
 QX0663  HISTORY     - 1948     MONUMENTED       USGS
 QX0663  HISTORY     - 1950     GOOD             CGS
 QX0663  HISTORY     - 1986     GOOD
 QX0663
 QX0663                          STATION DESCRIPTION
 QX0663
 QX0663'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JTD)
 QX0663'ABOUT 14.0 MI. SE. OF LIVINGSTON, ON DIVIDE BETWEEN YELLOWSTONE RIVER
 QX0663'AND BOULDER RIVER.
 QX0663'
 QX0663'TO REACH FROM LIVINGSTON POST OFFICE, GO E. 1 BLOCK, TURN RIGHT AND
 QX0663'CONTINUE ON AND OVER MAIN STREET BRIDGE, LEFT ON AIRPORT ROAD FOR
 QX0663'9.0 MI., CONTINUE ON STRAIGHT AHEAD ON MAIN RD. FOR 4.6 MI. TO FORK,
 QX0663'CONTINUE ON STRAIGHT AHEAD FOR 0.75 MI.  TURN LEFT OFF MAIN RD.
 QX0663'THROUGH GATE ON TRACK RD.  FOLLOW TRACK RD. N. FOR 1.7 MI. TO TOP
 QX0663'OF RIDGE.  TURN RIGHT (E.) OFF RD. AND DRIVE ALONG RIDGE FOR 3.7 MI.
 QX0663'TO STATION SITE.
 QX0663'
 QX0663'STATION MARK--STANDARD USGS TABLET, STAMPED ---GREELEY 1948---,
 QX0663'CEMENTED IN BEDROCK WHICH IS 8 IN. BELOW NORMAL SURFACE.  (NGS
 QX0663'DESCRIPTION STATES TABLET IS ABOUT 14 IN. UNDERGROUND)
 QX0663
 QX0663                          STATION RECOVERY (1950)
 QX0663
 QX0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 QX0663'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF LIVINGSTON, 5
 QX0663'MILES SOUTH OF THE YELLOWSTONE RIVER, 3 MILES WEST OF THE
 QX0663'PARK-SWEETGRASS COUNTY LINE, AND AT THE HEAD OF GREELEY CREEK
 QX0663'ON THE EAST END OF A LONG EAST-WEST RIDGE.  THE STATION IS LOCATED
 QX0663'ON THE HIGHEST POINT ON THE HILL, AND IN A SPARSELY TIMBERED
 QX0663'SECTION.  THE STATION MARK IS A STANDARD U.S.G.S. DISK, CEMENTED
 QX0663'IN A BOULDER ABOUT 14 INCHES UNDER GROUND, AND STAMPED GREELEY
 QX0663'1948
 QX0663'
 QX0663'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. REFERENCE MARK DISK,
 QX0663'CEMENTED IN A BOULDER FLUSH WITH THE GROUND, AND STAMPED
 QX0663'GREELEY NO 1 1948
 QX0663'
 QX0663'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. REFERENCE MARK
 QX0663'DISK, CEMENTED IN A BOULDER PROJECTING 4 INCHES, AND STAMPED
 QX0663'GREELEY NO 2 1948
 QX0663'
 QX0663'REFERENCE MARK NO. 3 IS A STANDARD U.S.C. AND G.S. REFERENCE
 QX0663'MARK DISK, CEMENTED IN A BOULDER PROJECTING 3 INCHES, AND STAMPED
 QX0663'GREELEY NO 3 1950
 QX0663'
 QX0663'THE AZIMUTH MARK IS ABOUT 50 FEET SOUTH OF THE DIM TRACK ROAD
 QX0663'LEADING TO THE STATION, AND 2 FEET EAST OF A WITNESS POST.
 QX0663'THE MARK IS A STANDARD AZIMUTH MARK DISK, WELDED TO A SECTION OF
 QX0663'3-INCH CAST IRON PIPE, PROJECTING 8 INCHES, AND STAMPED GREELEY
 QX0663'1950
 QX0663'
 QX0663'TO REACH THE STATION FROM MAIN STREET AND THE JUNCTION OF HIGHWAYS
 QX0663'10 AND 89 IN LIVINGSTON, GO SOUTH ON MAIN STREET FOR 0.3 MILE
 QX0663'TO A WOODEN BRIDGE, CROSS THE BRIDGE, BEAR LEFT, AND GO 1.1
 QX0663'MILES TO A BRIDGE OVER THE YELLOWSTONE RIVER.  CROSS THE BRIDGE,
 QX0663'AND TAKE THE RIGHT FORK FOR 0.5 MILE TO THE CITY AIRPORT ON THE
 QX0663'LEFT.  CONTINUE EASTERLY ON A MAIN TRAVELED GRAVEL ROAD FOR 4.2
 QX0663'MILES TO A CROSSROAD.  TURN RIGHT AND GO 2.8 MILES TO A FORK
 QX0663'AND SIGN MISSION CREEK CANYON, 3, NATIONAL FOREST BOUNDRY, 3.
 QX0663'TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.1
 QX0663'MILES TO THE TRIANGLE SEVEN RANCH ON THE RIGHT.  CONTINUE
 QX0663'STRAIGHT AHEAD FOR 2.6 MILES TO A FORK AND SIGN WEST BOULDER
 QX0663'DIVIDE 3, GORDON SCHOOL HOUSE 1/2.  TAKE THE LEFT FORK AND
 QX0663'GO 0.8 MILE TO A FARM HOUSE AND GATE ON THE LEFT.  TURN LEFT,
 QX0663'PASSING THROUGH THE GATE, AND FOLLOW A DIM TRACK ROAD UP GRADE
 QX0663'FOR 1.65 MILES TO THE TOP OF THE HILL AND A VERY DIM TRACK ROAD
 QX0663'ON THE RIGHT.  TURN RIGHT AND FOLLOW THE DIM TRACK ROAD FOR
 QX0663'0.35 MILE TO A GATE IN A NORTH-SOUTH FENCE.  PASS THROUGH THE
 QX0663'GATE AND CONTINUE EASTERLY ALONG THE SOUTH EDGE OF THE RIDGE FOR
 QX0663'1.65 MILES TO ANOTHER GATE IN A NORTH-SOUTH FENCE.  PASS
 QX0663'THROUGH THE GATE AND CONTINUE EASTERLY FOR 1 MILE TO THE
 QX0663'AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY FOR 0.25 MILE TO
 QX0663'THE HIGHEST POINT ON THE RIDGE AND STATION AS DESCRIBED.
 QX0663
 QX0663                          STATION RECOVERY (1986)
 QX0663
 QX0663'RECOVERED 1986
 QX0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0505 ***********************************************************************
 ST0505  DESIGNATION -  GREEN
 ST0505  PID         -  ST0505
 ST0505  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0505  USGS QUAD   -  BLOWOUT MOUNTAIN (1995)
 ST0505
 ST0505                         *CURRENT SURVEY CONTROL
 ST0505  ___________________________________________________________________
 ST0505* NAD 83(1992)-  47 07 37.89969(N)    112 25 29.00829(W)     ADJUSTED  
 ST0505* NAVD 88     -      2274.1    (meters)    7461.     (feet)  VERTCON   
 ST0505  ___________________________________________________________________
 ST0505  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 ST0505  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 ST0505
 ST0505  HORZ ORDER  -  FIRST
 ST0505
 ST0505.The horizontal coordinates were established by classical geodetic methods
 ST0505.and adjusted by the National Geodetic Survey in July 1992..
 ST0505
 ST0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0505
 ST0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0505
 ST0505.The geoid height was determined by GEOID03.
 ST0505
 ST0505;                    North         East     Units Scale Factor Converg.
 ST0505;SPC MT       -   323,849.491   378,271.480   MT  0.99939463   -2 08 22.0
 ST0505;SPC MT       - 1,062,498.33  1,241,048.16   iFT  0.99939463   -2 08 22.0
 ST0505;UTM  12      - 5,220,283.608   391,942.629   MT  0.99974350   -1 02 39.2
 ST0505
 ST0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0505!SPC MT       -   0.99964565  x   0.99939463  =   0.99904049
 ST0505!UTM  12      -   0.99964565  x   0.99974350  =   0.99938924
 ST0505
 ST0505|---------------------------------------------------------------------|
 ST0505| PID    Reference Object                     Distance      Geod. Az  |
 ST0505|                                                           dddmmss.s |
 ST0505| CN3664 GREEN RM 1                            4.948 METERS 06722     |
 ST0505| ST0506 GREEN RM A                           24.825 METERS 12337     |
 ST0505| CN3663 GREEN AZ MK 2                                      2262058.7 |
 ST0505| ST0517 SILVER KING MOUNTAIN LOT            APPROX. 8.0 KM 2595427.7 |
 ST0505| CN3665 GREEN RM 2                            6.662 METERS 31952     |
 ST0505| CN3662 GREEN AZ MK                                        3384229.1 |
 ST0505|---------------------------------------------------------------------|
 ST0505
 ST0505                          SUPERSEDED SURVEY CONTROL
 ST0505
 ST0505  NAD 83(1986)-  47 07 37.90391(N)    112 25 28.99341(W) AD(       ) 1
 ST0505  NAD 27      -  47 07 38.11090(N)    112 25 25.91140(W) AD(       ) 1
 ST0505  NGVD 29 (07/19/86) 2273.0    (m)         7457.     (f) VERT ANG       
 ST0505
 ST0505.Superseded values are not recommended for survey control.
 ST0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0505.See file dsdata.txt to determine how the superseded data were derived.
 ST0505
 ST0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT9194320284(NAD 83)
 ST0505_MARKER: DS = TRIANGULATION STATION DISK
 ST0505_SETTING: 80 = SET IN A BOULDER
 ST0505_SP_SET: SET IN DRILL HOLE IN A BOULDER
 ST0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0505+STABILITY: SURFACE MOTION
 ST0505
 ST0505  HISTORY     - Date     Condition        Report By
 ST0505  HISTORY     - 1960     MONUMENTED       CGS
 ST0505  HISTORY     - 1961     GOOD             USGS
 ST0505  HISTORY     - 1968     SEE DESCRIPTION  CGS
 ST0505
 ST0505                          STATION DESCRIPTION
 ST0505
 ST0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0505'STATION IS ON THE HIGHEST POINT OF GREEN MOUNTAIN, WHICH HAS
 ST0505'SCRUB TIMBER ON ITS SIDES AND A BARE, ROCKY TOP SLOPING TO
 ST0505'THE WEST, ABOUT 12-1/2 MILES WEST AND 11 MILES SOUTH OF BOWMANS
 ST0505'CORNER, 3-1/2 MILES WEST OF STATE HIGHWAY 20, 1-1/2 MILES
 ST0505'EAST-SOUTHEAST OF ALICE CREEK RANGER STATION AND IS ON THE
 ST0505'CONTINENTAL DIVIDE IN THE HELENA NATIONAL FOREST AND IS NEAR
 ST0505'THE EAST SIDE CENTER OF SECTION 24, T 16 N, R 7 W.
 ST0505'
 ST0505'THIS STATION WAS REACHED BY HELICOPTER.  THERE IS A GOOD LANDING
 ST0505'PLACE ABOUT 150 FEET SOUTHEAST OF THE STATION.  IT CAN ALSO
 ST0505'BE REACHED BY TRUCK AND BACKPACKING FROM BOWMANS CORNER, WHICH
 ST0505'IS ABOUT 18 MILES SOUTHEAST OF AUGUSTA, GO SOUTHWEST ON STATE
 ST0505'HIGHWAY 20 FOR 27.0 MILES TO A SIGN ON THE RIGHT ALICE CR. ROAD,
 ST0505'TURN RIGHT AND FOLLOW DIRT ROAD NORTH FOR 2.7 MILES TO A FORK,
 ST0505'TAKE THE RIGHT FORK FOR 0.85 MILE TO A FORK, TAKE THE RIGHT
 ST0505'FORK FOR 0.9 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE
 ST0505'FOR 0.9 MILE TO A WIRE GATE ON BRIDGE, PASS THROUGH GATE AND
 ST0505'CONTINUE FOR 5.2 MILES TO A DIM FORK AT 2 OLD GATEPOST ABOUT
 ST0505'100 YARDS BEFORE REACHING OLD ALICE CREEK RANGER STATION,
 ST0505'TAKE THE RIGHT FORK FOR 0.05 MILE TO A WIRE GATE IN TREES,
 ST0505'PASS THROUGH GATE AND FOLLOW TRACK ROAD EASTERLY UP DRAW
 ST0505'FOR 1.5 MILES TO A SMALL CAIRN ON THE RIGHT 0.1 MILE BEFORE
 ST0505'REACHING THE SUMMIT OF THE OLD LEWIS AND CLARK PASS, TURN RIGHT
 ST0505'AND GO CROSS-COUNTRY ALONG GRASSY SLOPE FOR 0.5 MILE TO
 ST0505'THE BASE OF STEEP RIDGE AND END OF TRUCK TRAVEL.  (A
 ST0505'4-WHEEL-DRIVE TRUCK IS NECESSARY).  FROM HERE PACK SOUTHERLY
 ST0505'AROUND RIGHT SIDE OF HILL AND ALONG RIDGE FOR ABOUT 3/4 MILE
 ST0505'TO THE TOP OF MOUNTAIN AND STATION.  ABOUT A 1-1/4 HOUR PACK.
 ST0505'
 ST0505'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH DOWN
 ST0505'RIDGE ALONG THE EAST EDGE FOR ABOUT 0.15 MILE TO A SHARP DROP
 ST0505'OFF AND AZIMUTH MARK AT A SMALL CAIRN.
 ST0505'
 ST0505'STATION MARK IS A STANDARD DISK, STAMPED GREEN 1960, CEMENTED
 ST0505'IN A DRILL HOLE IN A 6 X 4 FOOT BEDROCK FLUSH WITH THE GROUND.
 ST0505'IT IS 19 FEET SOUTH OF THE NORTH EDGE OF THE HILL AND 11 FEET
 ST0505'NORTHEAST OF A 3 X 2 FOOT CONCRETE FOUNDATION OF THE OLD LOOKOUT.
 ST0505'
 ST0505'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREEN NO 1 1960,
 ST0505'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH ON THE
 ST0505'SOUTH SIDE AND PROJECTS 2 FEET ON THE NORTH SIDE.  IT IS 30
 ST0505'FEET NORTHEAST OF THE CONCRETE FOUNDATION AND 2 FEET SOUTH OF THE
 ST0505'NORTH EDGE OF THE HILL.
 ST0505'
 ST0505'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREEN NO 2 1960,
 ST0505'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH ON THE
 ST0505'SOUTH SIDE AND PROJECTS 18 INCHES ON THE NORTH SIDE.  IT IS
 ST0505'22 FEET SOUTH OF THE NORTH EDGE OF THE HILL AND 22 FEET NORTH
 ST0505'OF THE CONCRETE FOUNDATION.
 ST0505'
 ST0505'AZIMUTH MARK IS A STANDARD DISK, STAMPED GREEN 1960, CEMENTED
 ST0505'IN A DRILL HOLE IN A 5 X 4 FOOT BOULDER PROJECTING 18 INCHES.
 ST0505'IT IS 30 FEET SOUTH OF THE NORTH EDGE OF CLIFF AND 22 FEET
 ST0505'WEST OF THE EAST EDGE OF THE RIDGE AND ABOUT 200 FEET LOWER THAN
 ST0505'THE STATION.
 ST0505
 ST0505                          STATION RECOVERY (1961)
 ST0505
 ST0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ST0505'STATION MARK--STANDARD USC AND GS DISK CEMENTED IN DRILL HOLE IN
 ST0505'BOULDER FLUSH WITH GROUND, STAMPED---GREEN 1960---.
 ST0505
 ST0505                          STATION RECOVERY (1968)
 ST0505
 ST0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 ST0505'STATION WAS RECOVERED AND ALL MARKS WITH THE EXCEPTION OF THE
 ST0505'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THERE WAS SOME DANGER
 ST0505'OF THE STATION MARK BEING MOVED BECAUSE OF LOOSE SHALE ROCK SO IT
 ST0505'WAS LOWERED AND RESET IN STABLE ROCK.  A NEW AZIMUTH MARK WAS
 ST0505'ESTABLISHED.
 ST0505'
 ST0505'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ST0505'
 ST0505'THE STATION IS LOCATED ON THE HIGHEST POINT OF GREEN MOUNTAIN ABOUT
 ST0505'12-1/2 MILES WEST AND 11 MILES SOUTH OF BOWMANS CORNER, 3-1/2 MILES
 ST0505'WEST OF STATE HIGHWAY 200 AND 1-1/2 MILES EAST-SOUTHEAST OF ALICE
 ST0505'CREEK RANGER STATION, IN SECTION 24, T 16 N, R 7 W.
 ST0505'
 ST0505'TO REACH THE STATION FROM THE POSTOFFICE IN LINCOLN GO EASTERLY ON
 ST0505'STATE HIGHWAY 200 FOR 10.05 MILES TO A SIDE ROAD LEFT (ALICE CREEK
 ST0505'ROAD), TURN LEFT AND FOLLOW MAIN TRAVELED ROAD 10.1 MILES TO A SIDE
 ST0505'ROAD RIGHT AND SIGN TELEPHONE GULCH (THIS IS JUST AFTER CROSSING A
 ST0505'DRY CREEK BED), TURN RIGHT AND FOLLOW TRACK ROAD 0.35 MILE TO A
 ST0505'FORK, TAKE LEFT FORK AND FOLLOW MAIN TRACK ROAD FOR 4.15 MILES
 ST0505'TO A POINT WHERE ROAD ENTERS TREES.  FROM THIS POINT FOLLOW
 ST0505'CLEARED ROAD THROUGH TREES FOR 0.85 MILE TO HIGHEST POINT OF
 ST0505'MOUNTAIN AND STATION AS DESCRIBED.
 ST0505'
 ST0505'STATION MARK IS A STANDARD DISK, STAMPED GREEN 1960, CEMENTED IN
 ST0505'A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND
 ST0505'SURFACE.  IT IS 11.3 FEET NORTHEAST OF A 2 FT X 1-1/2 FT CONCRETE
 ST0505'FOUNDATION.  NOTE 2
 ST0505'
 ST0505'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREEN NO 1 1960,
 ST0505'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 ST0505'THE GROUND SURFACE.
 ST0505'
 ST0505'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREEN NO 2 1960,
 ST0505'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 ST0505'THE GROUND SURFACE.  IT IS 22.5 FEET NORTH OF THE FOUNDATION.
 ST0505'
 ST0505'AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN NO 2 1968, CEMENTED
 ST0505'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND
 ST0505'SURFACE.  IT IS 250 FEET WEST OF THE TRACK ROAD LEADING TO THE
 ST0505'STATION, 82.5 FEET EAST OF A 6 IN PINE TREE WITH A METAL WITNESS
 ST0505'POST AND SIGN ATTACHED AND 4.1 FEET EAST OF A METAL WITNESS POST.
 ST0505'
 ST0505'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW TRACK ROAD
 ST0505'SOUTHWESTERLY FOR 0.15 MILE TO THE MARK AS DESCRIBED.
 ST0505'
 ST0505'HEIGHT OF LIGHT ABOVE STATION MARK 14.75 M.
 ST0505'
 ST0505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ST0505'17-1/2 MILES NORTHEAST OF LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0539 ***********************************************************************
 TL0539  DESIGNATION -  GREEN
 TL0539  PID         -  TL0539
 TL0539  STATE/COUNTY-  MT/TOOLE
 TL0539  USGS QUAD   -  BERKHOLDER RESERVOIR (1962)
 TL0539
 TL0539                         *CURRENT SURVEY CONTROL
 TL0539  ___________________________________________________________________
 TL0539* NAD 83(1992)-  48 40 04.50048(N)    111 20 14.10801(W)     ADJUSTED  
 TL0539* NAVD 88     -      1092.8    (meters)    3585.     (feet)  VERTCON   
 TL0539  ___________________________________________________________________
 TL0539  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 TL0539  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 TL0539
 TL0539  HORZ ORDER  -  THIRD
 TL0539
 TL0539.The horizontal coordinates were established by classical geodetic methods
 TL0539.and adjusted by the National Geodetic Survey in July 1992..
 TL0539
 TL0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0539
 TL0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0539
 TL0539.The geoid height was determined by GEOID03.
 TL0539
 TL0539;                    North         East     Units Scale Factor Converg.
 TL0539;SPC MT       -   492,528.071   464,711.207   MT  0.99981299   -1 20 38.2
 TL0539;SPC MT       - 1,615,905.74  1,524,643.07   iFT  0.99981299   -1 20 38.2
 TL0539;UTM  12      - 5,390,595.612   475,168.964   MT  0.99960757   -0 15 11.7
 TL0539
 TL0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0539!SPC MT       -   0.99983109  x   0.99981299  =   0.99964411
 TL0539!UTM  12      -   0.99983109  x   0.99960757  =   0.99943873
 TL0539
 TL0539                          SUPERSEDED SURVEY CONTROL
 TL0539
 TL0539  NAD 83(1986)-  48 40 04.49939(N)    111 20 14.09970(W) AD(       ) 3
 TL0539  NAD 27      -  48 40 04.53777(N)    111 20 11.11825(W) AD(       ) 3
 TL0539  NGVD 29 (07/19/86) 1091.8    (m)         3582.     (f) VERT ANG       
 TL0539
 TL0539.Superseded values are not recommended for survey control.
 TL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0539.See file dsdata.txt to determine how the superseded data were derived.
 TL0539
 TL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU7516990596(NAD 83)
 TL0539_MARKER: DS = TRIANGULATION STATION DISK
 TL0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0539+STABILITY: SURFACE MOTION
 TL0539
 TL0539  HISTORY     - Date     Condition        Report By
 TL0539  HISTORY     - 1964     MONUMENTED       CGS
 TL0539
 TL0539                          STATION DESCRIPTION
 TL0539
 TL0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0539'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF CHESTER,
 TL0539'13-1/2 MILES NORTH OF GALATA AND 4 MILES NORTH OF GREENHILL
 TL0539'SCHOOL.
 TL0539'
 TL0539'TO REACH THE STATION FROM THE POST OFFICE IN GALATA, GO NORTH ON
 TL0539'THE MAIN TRAVELED GRAVELED ROAD FOR 2.15 MILES TO A FORK.  THEN
 TL0539'RIGHT, EAST, FOR 0.4 MILE TO A FORK.  THEN LEFT, NORTH, FOR
 TL0539'6.4 MILES TO GREENHILL SCHOOL ON THE RIGHT.  CONTINUE NORTH
 TL0539'ON THE GRAVELED ROAD FOR 3.1 MILE TO THE AZIMUTH MARK ON THE
 TL0539'LEFT.  CONTINUE NORTH FOR 0.9 MILE TO A TRACK ROAD ON THE
 TL0539'RIGHT.  THEN RIGHT, EAST, FOR 0.1 MILE TO THE STATION ON THE
 TL0539'LEFT.
 TL0539'
 TL0539'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1964 SET IN
 TL0539'A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER.  IT IS ON THE
 TL0539'SECTION LINE ROAD RIGHT-OF-WAY ABOUT 5 PACES NORTH OF THE
 TL0539'CENTERLINE OF THE TRACK ROAD.  THE UNDERGROUND MARK IS A STANDARD
 TL0539'DISK STAMPED GREEN 1964 SET IN A BLOCK OF CONCRETE ABOUT 3
 TL0539'FEET BELOW THE SURFACE OF THE GROUND.
 TL0539'
 TL0539'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GREEN NO 1
 TL0539'1964 SET IN A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER
 TL0539'AND PROJECTS 8 INCHES.  IT IS ABOUT 45 FEET EAST OF THE STATION.
 TL0539'
 TL0539'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GREEN NO 2 1964
 TL0539'SET IN A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER AND
 TL0539'PROJECTS 8 INCHES.  IT IS ABOUT 45 FEET WEST OF THE STATION.
 TL0539'
 TL0539'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 1964 SET IN A
 TL0539'CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER AND PROJECTS
 TL0539'6 INCHES.  IT IS ABOUT 0.9 MILE SOUTH-SOUTHWEST OF THE STATION.
 TL0539'
 TL0539'THIS STATION WAS NOT OCCUPIED IN 1964.  THE FOLLOWING DESCRIPTION
 TL0539'IS FROM INFORMATION ON THE DAILY REPORT OF BUILDING FOREMAN AND
 TL0539'THE RECONNAISSANCE PARTY DESCRIPTION.
 TL0539'
 TL0539'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0777 ***********************************************************************
 TH0777  DESIGNATION -  GREEN
 TH0777  PID         -  TH0777
 TH0777  STATE/COUNTY-  MT/VALLEY
 TH0777  USGS QUAD   -  FLAHERTY COULEE (1973)
 TH0777
 TH0777                         *CURRENT SURVEY CONTROL
 TH0777  ___________________________________________________________________
 TH0777* NAD 83(1992)-  48 58 21.96971(N)    105 57 24.51391(W)     ADJUSTED  
 TH0777* NAVD 88     -       882.     (meters)    2894.     (feet)  SCALED    
 TH0777  ___________________________________________________________________
 TH0777  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 TH0777  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 TH0777
 TH0777  HORZ ORDER  -  THIRD
 TH0777
 TH0777.The horizontal coordinates were established by classical geodetic methods
 TH0777.and adjusted by the National Geodetic Survey in July 1992..
 TH0777
 TH0777.The orthometric height was scaled from a topographic map.
 TH0777
 TH0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0777
 TH0777.The geoid height was determined by GEOID03.
 TH0777
 TH0777;                    North         East     Units Scale Factor Converg.
 TH0777;SPC MT       -   530,705.414   859,310.137   MT  0.99998336   +2 35 30.7
 TH0777;SPC MT       - 1,741,159.49  2,819,258.98   iFT  0.99998336   +2 35 30.7
 TH0777;UTM  13      - 5,424,869.772   429,978.846   MT  0.99966023   -0 43 18.6
 TH0777
 TH0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0777!SPC MT       -   0.99986444  x   0.99998336  =   0.99984780
 TH0777!UTM  13      -   0.99986444  x   0.99966023  =   0.99952471
 TH0777
 TH0777:                Primary Azimuth Mark                     Grid Az
 TH0777:SPC MT       -  N 267                                    342 06 54.5
 TH0777:UTM  13      -  N 267                                    345 25 43.8
 TH0777
 TH0777|---------------------------------------------------------------------|
 TH0777| PID    Reference Object                     Distance      Geod. Az  |
 TH0777|                                                           dddmmss.s |
 TH0777| TH0872 N 267                               APPROX. 3.5 KM 3444225.2 |
 TH0777|---------------------------------------------------------------------|
 TH0777
 TH0777                          SUPERSEDED SURVEY CONTROL
 TH0777
 TH0777  NAD 83(1986)-  48 58 21.97001(N)    105 57 24.51326(W) AD(       ) 3
 TH0777
 TH0777.Superseded values are not recommended for survey control.
 TH0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0777.See file dsdata.txt to determine how the superseded data were derived.
 TH0777
 TH0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ2997924870(NAD 83)
 TH0777_MARKER: DD = SURVEY DISK
 TH0777_SETTING: 0 = UNSPECIFIED SETTING
 TH0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0777
 TH0777  HISTORY     - Date     Condition        Report By
 TH0777  HISTORY     - 1910     MONUMENTED       IBC
 TH0777
 TH0777                          STATION DESCRIPTION
 TH0777
 TH0777'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TH0777'ABOUT 2 MILES SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 522, ON A
 TH0777'SMALL ROUNDED HILL ON THE SIDE OF COAL CREEK VALLEY.  THE HILL SLOPES
 TH0777'GENTLY TO THE WEST AND NORTHWEST AND STEEPLY TOWARD THE EAST AND
 TH0777'NORTH.
 TH0777'
 TH0777'STATION MARK--A BRONZE DISK SET IN A CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1041 ***********************************************************************
 SU1041  DESIGNATION -  GREEN MOUNTAIN LOOKOUT TOWER
 SU1041  PID         -  SU1041
 SU1041  STATE/COUNTY-  MT/SANDERS
 SU1041  USGS QUAD   -  NOXON RAPIDS DAM (1983)
 SU1041
 SU1041                         *CURRENT SURVEY CONTROL
 SU1041  ___________________________________________________________________
 SU1041* NAD 83(1992)-  47 56 51.30406(N)    115 38 49.32135(W)     ADJUSTED  
 SU1041* NAVD 88     -                                                        
 SU1041  ___________________________________________________________________
 SU1041  LAPLACE CORR-           9.53  (seconds)                    DEFLEC99
 SU1041  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 SU1041
 SU1041  HORZ ORDER  -  THIRD
 SU1041
 SU1041.The horizontal coordinates were established by classical geodetic methods
 SU1041.and adjusted by the National Geodetic Survey in July 1992..
 SU1041
 SU1041
 SU1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1041
 SU1041.The geoid height was determined by GEOID03.
 SU1041
 SU1041;                    North         East     Units Scale Factor Converg.
 SU1041;SPC MT       -   428,871.382   141,499.577   MT  0.99952608   -4 29 47.7
 SU1041;SPC MT       - 1,407,058.34    464,237.46   iFT  0.99952608   -4 29 47.7
 SU1041;UTM  11      - 5,311,360.256   601,026.440   MT  0.99972541   +1 00 16.9
 SU1041
 SU1041                          SUPERSEDED SURVEY CONTROL
 SU1041
 SU1041  NAD 83(1986)-  47 56 51.30407(N)    115 38 49.31730(W) AD(       ) 4
 SU1041  NAD 27      -  47 56 51.55504(N)    115 38 45.68714(W) AD(       ) 3
 SU1041
 SU1041.Superseded values are not recommended for survey control.
 SU1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1041.See file dsdata.txt to determine how the superseded data were derived.
 SU1041
 SU1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP0102611360(NAD 83)
 SU1041
 SU1041  HISTORY     - Date     Condition        Report By
 SU1041  HISTORY     - 1940     MONUMENTED       CGS
 SU1041  HISTORY     - 1966     SEE DESCRIPTION  USGS
 SU1041
 SU1041                          STATION DESCRIPTION
 SU1041
 SU1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1041'GREEN MOUNTAIN FOREST SERVICE LOOKOUT TOWER IS IN THE CABINET
 SU1041'NATIONAL FOREST, 7 MILES SE OF NOXON RANGER STATION, 8 MILES
 SU1041'N OF TROUT CREEK RANGER STATION, 3-1/2 MILES E OF CLARK FORK
 SU1041'RIVER AND 4 MILES W OF THE LOOTENAI AND CABINET NATIONAL FOREST
 SU1041'BOUNDARY.
 SU1041'
 SU1041'THE TOP OF THE TOWER WAS INTERSECTED.
 SU1041
 SU1041                          STATION RECOVERY (1966)
 SU1041
 SU1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU1041'LOOKOUT TOWER HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0572 ***********************************************************************
 ST0572  DESIGNATION -  GREEN MOUNTAIN LOOKOUT
 ST0572  PID         -  ST0572
 ST0572  STATE/COUNTY-  MT/FLATHEAD
 ST0572  USGS QUAD   -  SPOTTED BEAR MOUNTAIN (1994)
 ST0572
 ST0572                         *CURRENT SURVEY CONTROL
 ST0572  ___________________________________________________________________
 ST0572* NAD 83(1992)-  47 58 15.32452(N)    113 22 45.98103(W)     ADJUSTED  
 ST0572* NAVD 88     -                                                        
 ST0572  ___________________________________________________________________
 ST0572  LAPLACE CORR-          11.57  (seconds)                    DEFLEC99
 ST0572  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 ST0572
 ST0572  HORZ ORDER  -  THIRD
 ST0572
 ST0572.The horizontal coordinates were established by classical geodetic methods
 ST0572.and adjusted by the National Geodetic Survey in July 1992..
 ST0572
 ST0572
 ST0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0572
 ST0572.The geoid height was determined by GEOID03.
 ST0572
 ST0572;                    North         East     Units Scale Factor Converg.
 ST0572;SPC MT       -   420,633.091   310,586.521   MT  0.99953285   -2 50 16.2
 ST0572;SPC MT       - 1,380,029.83  1,018,984.65   iFT  0.99953285   -2 50 16.2
 ST0572;UTM  12      - 5,315,808.395   322,410.051   MT  0.99998754   -1 46 04.5
 ST0572
 ST0572                          SUPERSEDED SURVEY CONTROL
 ST0572
 ST0572  NAD 83(1986)-  47 58 15.33375(N)    113 22 45.97278(W) AD(       ) 4
 ST0572  NAD 27      -  47 58 15.53250(N)    113 22 42.67520(W) AD(       ) 3
 ST0572
 ST0572.Superseded values are not recommended for survey control.
 ST0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0572.See file dsdata.txt to determine how the superseded data were derived.
 ST0572
 ST0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU2241015808(NAD 83)
 ST0572
 ST0572  HISTORY     - Date     Condition        Report By
 ST0572  HISTORY     - 1940     MONUMENTED       CGS
 ST0572
 ST0572                          STATION DESCRIPTION
 ST0572
 ST0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0572'GREEN MOUNTAIN FOREST SERVICE LOOKOUT HOUSE IS IN THE FLATHEAD
 ST0572'NATIONAL FOREST ON A SHARP TIMBERED, BARE-TOPPED PEAK, 7-1/2
 ST0572'MILES NE OF THE SPOTTED BEAR RANGER STATION, 10 MILES SW OF
 ST0572'SCHAFER RANGER STATION AND 8 MILES E OF SOUTH FORK OF THE
 ST0572'FLATHEAD RIVER.  THE CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0873 ***********************************************************************
 TN0873  DESIGNATION -  GREEN RESET
 TN0873  PID         -  TN0873
 TN0873  STATE/COUNTY-  MT/LINCOLN
 TN0873  USGS QUAD   -  KSANKA PEAK (1983)
 TN0873
 TN0873                         *CURRENT SURVEY CONTROL
 TN0873  ___________________________________________________________________
 TN0873* NAD 83(1992)-  48 57 40.11383(N)    114 56 02.63971(W)     ADJUSTED  
 TN0873* NAVD 88     -      2387.06   (+/-2cm)    7831.5    (feet)  VERTCON   
 TN0873  ___________________________________________________________________
 TN0873  LAPLACE CORR-           9.78  (seconds)                    DEFLEC99
 TN0873  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 TN0873
 TN0873  HORZ ORDER  -  FIRST
 TN0873  VERT ORDER  -  THIRD ? (See Below)
 TN0873
 TN0873.The horizontal coordinates were established by classical geodetic methods
 TN0873.and adjusted by the National Geodetic Survey in July 1992..
 TN0873
 TN0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0873.The vertical order pertains to the NGVD 29 superseded value.
 TN0873
 TN0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0873
 TN0873.The geoid height was determined by GEOID03.
 TN0873
 TN0873;                    North         East     Units Scale Factor Converg.
 TN0873;SPC MT       -   537,344.149   202,398.943   MT  0.99997632   -3 58 30.2
 TN0873;SPC MT       - 1,762,940.12    664,038.53   iFT  0.99997632   -3 58 30.2
 TN0873;UTM  11      - 5,425,192.991   651,220.616   MT  0.99988093   +1 33 30.8
 TN0873
 TN0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0873!SPC MT       -   0.99962845  x   0.99997632  =   0.99960478
 TN0873!UTM  11      -   0.99962845  x   0.99988093  =   0.99950943
 TN0873
 TN0873|---------------------------------------------------------------------|
 TN0873| PID    Reference Object                     Distance      Geod. Az  |
 TN0873|                                                           dddmmss.s |
 TN0873| CH7445 GREEN RM 1                           13.788 METERS 05400     |
 TN0873| TN0869 MOUNT WAM LOOKOUT HOUSE             APPROX. 9.1 KM 0940239.3 |
 TN0873| CH7446 GREEN RM 2                           20.080 METERS 14827     |
 TN0873| CH7447 GREEN AZ MK                                        1595801.4 |
 TN0873| CH7448 GREEN RM 3                            6.219 METERS 16408     |
 TN0873| TN0965 BROADWOOD                                          35341     |
 TN0873|---------------------------------------------------------------------|
 TN0873
 TN0873                          SUPERSEDED SURVEY CONTROL
 TN0873
 TN0873  NAD 83(1986)-  48 57 40.12332(N)    114 56 02.63655(W) AD(       ) 1
 TN0873  NAD 27      -  48 57 40.24136(N)    114 55 59.04697(W) AD(       ) 1
 TN0873  NGVD 29 (07/19/86) 2385.67   (m)         7827.0    (f) LEVELING    3  
 TN0873
 TN0873.Superseded values are not recommended for survey control.
 TN0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0873.See file dsdata.txt to determine how the superseded data were derived.
 TN0873
 TN0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ5122125193(NAD 83)
 TN0873_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0873_SETTING: 80 = SET IN A BOULDER
 TN0873_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TN0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0873
 TN0873  HISTORY     - Date     Condition        Report By
 TN0873  HISTORY     - 1924     MONUMENTED       CGS
 TN0873  HISTORY     - 1960     GOOD             CGS
 TN0873  HISTORY     - 1963     GOOD             USGS
 TN0873
 TN0873                          STATION DESCRIPTION
 TN0873
 TN0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 TN0873'ON THE HIGHEST POINT OF GREEN MOUNTAIN, A BARE PEAK ON THE
 TN0873'CREST OF THE GALTON RANGE, ABOUT 2.6 MILES SOUTH OF THE
 TN0873'INTERNATIONAL BOUNDARY AND ABOUT 8 MILES NORTHEAST OF EUREKA,
 TN0873'MONTANA.  THE PHILLIPPS CREEK-WIGWAM RIVER TRAIL CROSSES
 TN0873'THE RIDGE IN THE SADDLE TO THE NORTH OF THE STATION.
 TN0873'
 TN0873'STATION MARK--THE ORIGINAL STATION MARK WAS A DRILL HOLE IN A
 TN0873'STONE SET IN THE SHALE ROCK.  IN 1925 THE U.S. COAST AND GEODETIC
 TN0873'SURVEY RECOVERED THE STATION AND BURIED THE ORIGINAL STONE
 TN0873'FOR A SUBSURFACE MARK AND PLACED A STANDARD U.S.C. AND G.S.
 TN0873'BRONZE-DISK STATION MARK IN A DRILL HOLE IN A STONE BLOCK
 TN0873'9 BY 24 BY 28 INCHES FOR A SURFACE MARK.  THEY SET TWO STANDARD
 TN0873'U.S.C. AND G.S. BRONZE-DISK REFERENCE MARKS, WITH THE ARROWS
 TN0873'POINTING TOWARD THE STATION, ONE IN ROCK OUTCROP, AND ONE
 TN0873'IN A STONE BLOCK 10 BY 10 BY 16 INCHES, BUT DID NOT RECORD
 TN0873'THE DISTANCES AND DIRECTIONS.  (INTERNATIONAL BOUNDARY
 TN0873'COMMISSION REPORT).
 TN0873
 TN0873                          STATION RECOVERY (1960)
 TN0873
 TN0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0873'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED.  REFERENCE
 TN0873'MARK 2 WAS SEARCHED FOR AND WAS NOT FOUND.  A NEW REFERENCE
 TN0873'MARK (R.M. 3) AND AN AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING
 TN0873'IS A NEW AND COMPLETE DESCRIPTION.
 TN0873'
 TN0873'THE STATION IS ON THE HIGHEST POINT OF GREEN MOUNTAIN, ABOUT
 TN0873'3 MILES NORTHWEST OF THERRIALT LAKES, 2-1/2 MILES SOUTH OF
 TN0873'THE CANADIAN BOUNDRY AND 1-1/2 MILES EAST OF INDEPENDENCE
 TN0873'PEAK NEAR THE NORTHEAST CORNER OF SECTION 23, R 26 W, T 37 N.
 TN0873'
 TN0873'THE STATION WAS REACHED BY HELICOPTER AND A LANDING WAS MADE
 TN0873'0.15 MILE SOUTH OF THE STATION SITE.
 TN0873'
 TN0873'THE STATION MARK IS A STANDARD DISK, STAMPED GREEN 1924,
 TN0873'CEMENTED IN A DRILL HOLE IN A 8 X 16 INCH BOULDER PROJECTING
 TN0873'4 INCHES.
 TN0873'
 TN0873'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREEN NO 1 1924,
 TN0873'CEMENTED IN A DRILL HOLE IN A 8 X 10 INCH BOULDER FLUSH WITH
 TN0873'THE SURFACE OF THE GROUND.  IT IS ABOUT 3 FEET LOWER THAN
 TN0873'THE STATION.
 TN0873'
 TN0873'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GREEN IBS NO 3 1925,
 TN0873'CEMENTED IN A DRILL HOLE IN A 14 X 18 INCH BOULDER FLUSH WITH
 TN0873'THE SURFACE OF THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE
 TN0873'STATION.
 TN0873'
 TN0873'AZIMUTH MARK IS A STANDARD DISK, STAMPED GREEN IBS 1925,
 TN0873'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK HAVING AN
 TN0873'EXPOSED AREA OF 4 X 3 FEET PROJECTS 2 FEET TO THE EAST AND
 TN0873'FLUSH TO THE WEST.
 TN0873
 TN0873                          STATION RECOVERY (1963)
 TN0873
 TN0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JTD)
 TN0873'STATION MARK- STANDARD USC AND GS DISK STAMPED, -GREEN 1924- CEMENTED
 TN0873'IN DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0506 ***********************************************************************
 ST0506  DESIGNATION -  GREEN RM A
 ST0506  PID         -  ST0506
 ST0506  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0506  USGS QUAD   -  BLOWOUT MOUNTAIN (1995)
 ST0506
 ST0506                         *CURRENT SURVEY CONTROL
 ST0506  ___________________________________________________________________
 ST0506* NAD 83(1992)-  47 07 37.45463(N)    112 25 28.02742(W)     ADJUSTED  
 ST0506* NAVD 88     -      2273.1    (meters)    7458.     (feet)  VERT ANG  
 ST0506  ___________________________________________________________________
 ST0506  LAPLACE CORR-          -8.56  (seconds)                    DEFLEC99
 ST0506  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 ST0506
 ST0506  HORZ ORDER  -  FIRST
 ST0506
 ST0506.The horizontal coordinates were established by classical geodetic methods
 ST0506.and adjusted by the National Geodetic Survey in July 1992..
 ST0506
 ST0506.The orthometric height was determined by vertical angle observations.
 ST0506
 ST0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0506
 ST0506.The geoid height was determined by GEOID03.
 ST0506
 ST0506;                    North         East     Units Scale Factor Converg.
 ST0506;SPC MT       -   323,834.994   378,291.613   MT  0.99939462   -2 08 21.3
 ST0506;SPC MT       - 1,062,450.77  1,241,114.22   iFT  0.99939462   -2 08 21.3
 ST0506;UTM  12      - 5,220,269.493   391,963.043   MT  0.99974345   -1 02 38.5
 ST0506
 ST0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0506!SPC MT       -   0.99964581  x   0.99939462  =   0.99904064
 ST0506!UTM  12      -   0.99964581  x   0.99974345  =   0.99938935
 ST0506
 ST0506:                Primary Azimuth Mark                     Grid Az
 ST0506:SPC MT       -  SILVER KING MOUNTAIN LOT                 262 10 12.8
 ST0506:UTM  12      -  SILVER KING MOUNTAIN LOT                 261 04 30.0
 ST0506
 ST0506|---------------------------------------------------------------------|
 ST0506| PID    Reference Object                     Distance      Geod. Az  |
 ST0506|                                                           dddmmss.s |
 ST0506| ST0517 SILVER KING MOUNTAIN LOT            APPROX. 8.0 KM 2600151.5 |
 ST0506| ST0505 GREEN                                24.825 METERS 30337     |
 ST0506|---------------------------------------------------------------------|
 ST0506
 ST0506                          SUPERSEDED SURVEY CONTROL
 ST0506
 ST0506  NAD 83(1986)-  47 07 37.45880(N)    112 25 28.01242(W) AD(       ) 1
 ST0506  NAD 27      -  47 07 37.66583(N)    112 25 24.93057(W) AD(       ) 1
 ST0506  NGVD 29 (07/19/86) 2272.0    (m)         7454.     (f) VERT ANG       
 ST0506
 ST0506.Superseded values are not recommended for survey control.
 ST0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0506.See file dsdata.txt to determine how the superseded data were derived.
 ST0506
 ST0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT9196320269(NAD 83)
 ST0506_MARKER: Z = SEE DESCRIPTION
 ST0506_SETTING: 0 = UNSPECIFIED SETTING
 ST0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0506
 ST0506  HISTORY     - Date     Condition        Report By
 ST0506  HISTORY     - 1968     MONUMENTED       CGS
 ST0506
 ST0506                          STATION DESCRIPTION
 ST0506
 ST0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 ST0506'THE STATION IS NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 ST0506'AS TRIANGULATION STATION GREEN 1960.
 ST0506'
 ST0506'THE STATION MARK IS A STANDARD DISK, STAMPED GREEN RM A 1968,
 ST0506'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST WHICH IS FLUSH
 ST0506'WITH THE GROUND.  IT IS 47 FEET SOUTHWEST OF THE EDGE OF A BLUFF.
 ST0506'
 ST0506'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GREEN
 ST0506'1960, THE DISTANCE BEING 24.834 METERS OR 81.48 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0778 ***********************************************************************
 TH0778  DESIGNATION -  GREEN S BASE
 TH0778  PID         -  TH0778
 TH0778  STATE/COUNTY-  MT/VALLEY
 TH0778  USGS QUAD   -  FLAHERTY COULEE (1973)
 TH0778
 TH0778                         *CURRENT SURVEY CONTROL
 TH0778  ___________________________________________________________________
 TH0778* NAD 83(1992)-  48 58 57.61964(N)    105 56 07.35125(W)     ADJUSTED  
 TH0778* NAVD 88     -       868.     (meters)    2848.     (feet)  SCALED    
 TH0778  ___________________________________________________________________
 TH0778  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 TH0778  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TH0778
 TH0778  HORZ ORDER  -  THIRD
 TH0778
 TH0778.The horizontal coordinates were established by classical geodetic methods
 TH0778.and adjusted by the National Geodetic Survey in July 1992..
 TH0778
 TH0778.The orthometric height was scaled from a topographic map.
 TH0778
 TH0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0778
 TH0778.The geoid height was determined by GEOID03.
 TH0778
 TH0778;                    North         East     Units Scale Factor Converg.
 TH0778;SPC MT       -   531,876.712   860,827.619   MT  0.99998938   +2 36 27.1
 TH0778;SPC MT       - 1,745,002.34  2,824,237.60   iFT  0.99998938   +2 36 27.1
 TH0778;UTM  13      - 5,425,951.049   431,560.973   MT  0.99965754   -0 42 20.8
 TH0778
 TH0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0778!SPC MT       -   0.99986676  x   0.99998938  =   0.99985614
 TH0778!UTM  13      -   0.99986676  x   0.99965754  =   0.99952434
 TH0778
 TH0778:                Primary Azimuth Mark                     Grid Az
 TH0778:SPC MT       -  GREEN                                    232 20 12.4
 TH0778:UTM  13      -  GREEN                                    235 39 00.3
 TH0778
 TH0778|---------------------------------------------------------------------|
 TH0778| PID    Reference Object                     Distance      Geod. Az  |
 TH0778|                                                           dddmmss.s |
 TH0778| TH0777 GREEN                               APPROX. 1.9 KM 2345639.5 |
 TH0778|---------------------------------------------------------------------|
 TH0778
 TH0778                          SUPERSEDED SURVEY CONTROL
 TH0778
 TH0778  NAD 83(1986)-  48 58 57.61994(N)    105 56 07.35055(W) AD(       ) 3
 TH0778
 TH0778.Superseded values are not recommended for survey control.
 TH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0778.See file dsdata.txt to determine how the superseded data were derived.
 TH0778
 TH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ3156125951(NAD 83)
 TH0778_MARKER: DD = SURVEY DISK
 TH0778_SETTING: 0 = UNSPECIFIED SETTING
 TH0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0778
 TH0778  HISTORY     - Date     Condition        Report By
 TH0778  HISTORY     - 1912     MONUMENTED       IBC
 TH0778
 TH0778                          STATION DESCRIPTION
 TH0778
 TH0778'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TH0778'ABOUT 1-1/4 MILES SOUTHEAST OF THE INTERNATIONAL BOUNDARY MONUMENT
 TH0778'522.  THE STATION IS ON A VERY SLIGHT RISE IN THE MIDDLE OF A LARGE
 TH0778'PLAIN, ABOUT 200 METERS NORTH OF A LOW RIDGE.
 TH0778'
 TH0778'STATION MARK--AN IRON PIPE ONE - HALF INCH IN DIAMETER AND 1 FOOT
 TH0778'BELOW THE SURFACE OF THE GROUND.  IMMEDIATELY ABOVE IT IS A BRONZE
 TH0778'DISK.  ABOVE THAT IS A PIECE OF GALVANIZED IRON 10 BY 15 INCHES IN
 TH0778'SIZE WITH ITS EDGES ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND
 TH0778'BUT SO FOLDED THAT ABOUT 6 INCHES OF ITS MIDDLE IS EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0568 ***********************************************************************
 QW0568  DESIGNATION -  GREENO TELECOMMUN MICROWAVE
 QW0568  PID         -  QW0568
 QW0568  STATE/COUNTY-  MT/YELLOWSTONE
 QW0568  USGS QUAD   -  MOSSMAIN SW (1967)
 QW0568
 QW0568                         *CURRENT SURVEY CONTROL
 QW0568  ___________________________________________________________________
 QW0568* NAD 83(1992)-  45 32 20.14293(N)    108 38 08.99538(W)     ADJUSTED  
 QW0568* NAVD 88     -                                                        
 QW0568  ___________________________________________________________________
 QW0568  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 QW0568  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 QW0568
 QW0568  HORZ ORDER  -  THIRD
 QW0568
 QW0568.The horizontal coordinates were established by classical geodetic methods
 QW0568.and adjusted by the National Geodetic Survey in July 1992..
 QW0568
 QW0568
 QW0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0568
 QW0568.The geoid height was determined by GEOID03.
 QW0568
 QW0568;                    North         East     Units Scale Factor Converg.
 QW0568;SPC MT       -   143,622.705   667,474.818   MT  0.99971927   +0 37 55.7
 QW0568;SPC MT       -   471,203.10  2,189,878.01   iFT  0.99971927   +0 37 55.7
 QW0568;UTM  12      - 5,045,540.046   684,576.638   MT  1.00001888   +1 41 16.2
 QW0568
 QW0568                          SUPERSEDED SURVEY CONTROL
 QW0568
 QW0568  NAD 83(1986)-  45 32 20.14341(N)    108 38 08.97404(W) AD(       ) 4
 QW0568  NAD 27      -  45 32 20.30397(N)    108 38 06.46316(W) AD(       ) 3
 QW0568
 QW0568.Superseded values are not recommended for survey control.
 QW0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0568.See file dsdata.txt to determine how the superseded data were derived.
 QW0568
 QW0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8457745540(NAD 83)
 QW0568_MARKER: 44 = MICROWAVE MAST
 QW0568
 QW0568  HISTORY     - Date     Condition        Report By
 QW0568  HISTORY     - 1972     FIRST OBSERVED   NGS
 QW0568
 QW0568                          STATION DESCRIPTION
 QW0568
 QW0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 QW0568'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE GREENO,
 QW0568'TELECOMMUNICATIONS WESTERN MICROWAVE KPV 60, MAST THAT IS LOCATED
 QW0568'ABOUT 15 MILES SOUTH OF BILLINGS AND 1 MILE WEST OF BLUE CREEK.
 QW0568'THE MAST IN TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 QW0568'OF RED AND WHITE WITH THE OVERALL HEIGHT BEING 300 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0515 ***********************************************************************
 RW0515  DESIGNATION -  GRENDAH
 RW0515  PID         -  RW0515
 RW0515  STATE/COUNTY-  MT/JUDITH BASIN
 RW0515  USGS QUAD   -  SAND POINT (1995)
 RW0515
 RW0515                         *CURRENT SURVEY CONTROL
 RW0515  ___________________________________________________________________
 RW0515* NAD 83(1992)-  46 51 01.20118(N)    110 37 06.78987(W)     ADJUSTED  
 RW0515* NAVD 88     -      2489.9    (meters)    8169.     (feet)  VERTCON   
 RW0515  ___________________________________________________________________
 RW0515  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 RW0515  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 RW0515
 RW0515  HORZ ORDER  -  THIRD
 RW0515
 RW0515.The horizontal coordinates were established by classical geodetic methods
 RW0515.and adjusted by the National Geodetic Survey in July 1992..
 RW0515
 RW0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0515
 RW0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0515
 RW0515.The geoid height was determined by GEOID03.
 RW0515
 RW0515;                    North         East     Units Scale Factor Converg.
 RW0515;SPC MT       -   289,557.944   514,744.457   MT  0.99939663   -0 49 05.6
 RW0515;SPC MT       -   949,993.25  1,688,794.15   iFT  0.99939663   -0 49 05.6
 RW0515;UTM  12      - 5,188,603.075   529,080.615   MT  0.99961039   +0 16 41.9
 RW0515
 RW0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0515!SPC MT       -   0.99961157  x   0.99939663  =   0.99900844
 RW0515!UTM  12      -   0.99961157  x   0.99961039  =   0.99922211
 RW0515
 RW0515:                Primary Azimuth Mark                     Grid Az
 RW0515:SPC MT       -  KINGS HILL                               254 07 25.6
 RW0515:UTM  12      -  KINGS HILL                               253 01 38.1
 RW0515
 RW0515|---------------------------------------------------------------------|
 RW0515| PID    Reference Object                     Distance      Geod. Az  |
 RW0515|                                                           dddmmss.s |
 RW0515| RW0517 KINGS HILL                          APPROX. 5.5 KM 2531820.0 |
 RW0515|---------------------------------------------------------------------|
 RW0515
 RW0515                          SUPERSEDED SURVEY CONTROL
 RW0515
 RW0515  NAD 83(1986)-  46 51 01.19754(N)    110 37 06.77422(W) AD(       ) 3
 RW0515  NAD 27      -  46 51 01.33409(N)    110 37 04.01427(W) AD(       ) 3
 RW0515  NGVD 29 (07/19/86) 2488.7    (m)         8165.     (f) VERT ANG       
 RW0515
 RW0515.Superseded values are not recommended for survey control.
 RW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0515.See file dsdata.txt to determine how the superseded data were derived.
 RW0515
 RW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS2908188603(NAD 83)
 RW0515
 RW0515  HISTORY     - Date     Condition        Report By
 RW0515  HISTORY     - 1926     MONUMENTED       USGLO
 RW0515  HISTORY     - 1960     GOOD             USGS
 RW0515
 RW0515                          STATION DESCRIPTION
 RW0515
 RW0515'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RW0515'LOCATED IN JUDITH BASIN COUNTY, MONTANA, IN THE NE. QUARTER OF
 RW0515'SEC. 31, T 13 N, R 9 E, ON THE HIGHEST POINT OF GRENDAH MOUNTAIN.
 RW0515'
 RW0515'TO REACH FROM POST OFFICE AT NEIHART, MONTANA, GO S. ON U.S. HIGHWAY
 RW0515'FOR 8.7 MI. TO RD. TO LEFT 150 YDS. N. OF CREST OF KINGS HILLS PASS,
 RW0515'TURN LEFT (SE.) AND GO 1.2 MI. TO Y-JUNCTION, TAKE LEFT FORK AND GO
 RW0515'0.7 MI. TO SECOND Y-JUNCTION AND SIGN --GRENDAH MTN.--, TAKE RIGHT
 RW0515'FORK (E.) AND GO 3.2 MI., TURN LEFT, LEAVING RD. AND GO 0.15 MI. TO
 RW0515'TOP OF RIDGE, TURN RIGHT AND GO 0.4 MI. ALONG RIDGE TO HIGHEST POINT
 RW0515'AND STATION.
 RW0515'
 RW0515'STATION MARK--STANDARD G.L.O. TRIANGULATION CAP ON 2 IN. IRON PIPE
 RW0515'2.0 FT. ABOVE GROUND, STAMPED ---GRENDAH 1926---.
 RW0515'
 RW0515'STANDARD G.L.O. REFERENCE MARK CAP (UNSTAMPED) ON 1-1/2 IN. IRON PIPE
 RW0515'120.99 FT. NE. OF STATION, S 59 DEG 49 MIN W.
 RW0515'
 RW0515'STANDARD G.L.O. REFERENCE MARK CAP (UNSTAMPED) ON 1-1/2 IN. IRON PIPE
 RW0515'57.55 FT. NW. OF STATION, S 57 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0626 ***********************************************************************
 QW0626  DESIGNATION -  GREY
 QW0626  PID         -  QW0626
 QW0626  STATE/COUNTY-  MT/SWEET GRASS
 QW0626  USGS QUAD   -  LONE INDIAN BUTTE (1981)
 QW0626
 QW0626                         *CURRENT SURVEY CONTROL
 QW0626  ___________________________________________________________________
 QW0626* NAD 83(1992)-  45 47 34.37339(N)    109 40 13.01775(W)     ADJUSTED  
 QW0626* NAVD 88     -      1550.7    (meters)    5088.     (feet)  VERTCON   
 QW0626  ___________________________________________________________________
 QW0626  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 QW0626  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 QW0626
 QW0626  HORZ ORDER  -  THIRD
 QW0626
 QW0626.The horizontal coordinates were established by classical geodetic methods
 QW0626.and adjusted by the National Geodetic Survey in July 1992..
 QW0626
 QW0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0626
 QW0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0626
 QW0626.The geoid height was determined by GEOID03.
 QW0626
 QW0626;                    North         East     Units Scale Factor Converg.
 QW0626;SPC MT       -   171,480.990   586,765.294   MT  0.99961673   -0 07 28.4
 QW0626;SPC MT       -   562,601.67  1,925,082.99   iFT  0.99961673   -0 07 28.4
 QW0626;UTM  12      - 5,071,895.337   603,346.342   MT  0.99973130   +0 57 11.7
 QW0626
 QW0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0626!SPC MT       -   0.99975881  x   0.99961673  =   0.99937563
 QW0626!UTM  12      -   0.99975881  x   0.99973130  =   0.99949017
 QW0626
 QW0626:                Primary Azimuth Mark                     Grid Az
 QW0626:SPC MT       -  WEAMER                                   010 10 00.3
 QW0626:UTM  12      -  WEAMER                                   009 05 20.2
 QW0626
 QW0626|---------------------------------------------------------------------|
 QW0626| PID    Reference Object                     Distance      Geod. Az  |
 QW0626|                                                           dddmmss.s |
 QW0626| QW0625 WEAMER                              APPROX. 7.7 KM 0100231.9 |
 QW0626|---------------------------------------------------------------------|
 QW0626
 QW0626                          SUPERSEDED SURVEY CONTROL
 QW0626
 QW0626  NAD 83(1986)-  45 47 34.37052(N)    109 40 13.00007(W) AD(       ) 3
 QW0626  NAD 27      -  45 47 34.58037(N)    109 40 10.36448(W) AD(       ) 3
 QW0626  NGVD 29 (07/19/86) 1549.7    (m)         5084.     (f) VERT ANG       
 QW0626
 QW0626.Superseded values are not recommended for survey control.
 QW0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0626.See file dsdata.txt to determine how the superseded data were derived.
 QW0626
 QW0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR0334671895(NAD 83)
 QW0626_MARKER: DD = SURVEY DISK
 QW0626_SETTING: 0 = UNSPECIFIED SETTING
 QW0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0626
 QW0626  HISTORY     - Date     Condition        Report By
 QW0626  HISTORY     - 1952     MONUMENTED       USGS
 QW0626
 QW0626                          STATION DESCRIPTION
 QW0626
 QW0626'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0626'STATION IS LOCATED APPROXIMATELY 6.0 MI. E-NE. OF GREYCLIFF, MONTANA,
 QW0626'IN T.1 N., R.17 E., SEC.31.
 QW0626'
 QW0626'TO REACH THE STATION FROM GREYCLIFF, PROCEED N. ON GRAVELED RD. FOR
 QW0626'4.3 MI. TO RD. FORK, TURN RIGHT E., AT FORK FOR 4.7 MI. TO SUMMIT OF
 QW0626'HILL AND A FENCE GATE ON THE RIGHT.  TURN RIGHT AND FOLLOW TRACK RD.
 QW0626'ACROSS COUNTRY 0.6 MI., BEARING S. AND SW., TO TOP OF RIDGE AND
 QW0626'STATION.  THE RIDGE IS SPARSELY TIMBERED ON THE NORTHERN SLOPES.
 QW0626'
 QW0626'STATION MARK - STANDARD USGS TABLET SET IN TOP OF A CONCRETE POST,
 QW0626'POURED IN PLACE, PROJECTING ABOUT 0.2 FT. ABOVE GROUND, STAMPED
 QW0626'--- GREY 1952 5088.
 QW0626'
 QW0626'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0538 ***********************************************************************
 RU0538  DESIGNATION -  GRIMES
 RU0538  PID         -  RU0538
 RU0538  STATE/COUNTY-  MT/CUSTER
 RU0538  USGS QUAD   -  ANGELA NE (1969)
 RU0538
 RU0538                         *CURRENT SURVEY CONTROL
 RU0538  ___________________________________________________________________
 RU0538* NAD 83(1992)-  46 40 21.94186(N)    106 06 28.07705(W)     ADJUSTED  
 RU0538* NAVD 88     -       911.     (meters)    2989.     (feet)  SCALED    
 RU0538  ___________________________________________________________________
 RU0538  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 RU0538  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 RU0538
 RU0538  HORZ ORDER  -  FIRST
 RU0538
 RU0538.The horizontal coordinates were established by classical geodetic methods
 RU0538.and adjusted by the National Geodetic Survey in July 1992..
 RU0538
 RU0538.The orthometric height was scaled from a topographic map.
 RU0538
 RU0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0538
 RU0538.The geoid height was determined by GEOID03.
 RU0538
 RU0538;                    North         East     Units Scale Factor Converg.
 RU0538;SPC MT       -   274,837.559   859,333.993   MT  0.99941013   +2 28 53.1
 RU0538;SPC MT       -   901,698.03  2,819,337.25   iFT  0.99941013   +2 28 53.1
 RU0538;UTM  13      - 5,169,396.266   415,266.399   MT  0.99968825   -0 48 21.3
 RU0538
 RU0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0538!SPC MT       -   0.99985974  x   0.99941013  =   0.99926996
 RU0538!UTM  13      -   0.99985974  x   0.99968825  =   0.99954804
 RU0538
 RU0538|---------------------------------------------------------------------|
 RU0538| PID    Reference Object                     Distance      Geod. Az  |
 RU0538|                                                           dddmmss.s |
 RU0538| CQ6662 GRIMES RM 1                          22.850 METERS 09301     |
 RU0538| CQ6663 GRIMES RM 2                          23.295 METERS 17550     |
 RU0538| RU0541 BANNISTER                           APPROX.10.8 KM 2173500.7 |
 RU0538|---------------------------------------------------------------------|
 RU0538
 RU0538                          SUPERSEDED SURVEY CONTROL
 RU0538
 RU0538  NAD 83(1986)-  46 40 21.93048(N)    106 06 28.03681(W) AD(       ) 1
 RU0538  NAD 27      -  46 40 21.92000(N)    106 06 25.96900(W) AD(       ) 1
 RU0538
 RU0538.Superseded values are not recommended for survey control.
 RU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0538.See file dsdata.txt to determine how the superseded data were derived.
 RU0538
 RU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM1526669396(NAD 83)
 RU0538_MARKER: DS = TRIANGULATION STATION DISK
 RU0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0538
 RU0538  HISTORY     - Date     Condition        Report By
 RU0538  HISTORY     - 1934     MONUMENTED       CGS
 RU0538
 RU0538                          STATION DESCRIPTION
 RU0538
 RU0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0538'STATION IS ON THE DIVIDE BETWEEN GRIMES CREEK ON THE EAST AND
 RU0538'SUNDAY CREEK ON THE WEST, ABOUT 7 MILES SOUTHEAST OF THE TOWN
 RU0538'OF ANGELA ON THE HIGHEST POINT IN THE VICINITY.
 RU0538'
 RU0538'TO REACH FROM MILES CITY, GO NORTHWEST ON THE JORDAN ROAD 17.2
 RU0538'MILES TO A GRAVEL GRADE TO THE RIGHT.  A SIGN READS GRIMES
 RU0538'CREEK, CROW ROCK.  TAKE THIS ROAD AND GO 5.9 MILES TO A
 RU0538'SCHOOLHOUSE AT THE LEFT.  THIS SCHOOL IS 3.0 MILES SOUTH OF THE
 RU0538'BIGLES MAILBOX.  TURN LEFT AND PASS TO THE WEST SIDE OF THE
 RU0538'SCHOOLYARD ON A TRACK ROAD, GO 0.2 MILE, PASS THROUGH THE GATE
 RU0538'AND FOLLOW THE TRACK ROAD WEST 0.7 MILE, LEAVE THE TRACK ROAD
 RU0538'AND BEAR TO THE LEFT (SOUTHWEST) 0.4 MILE TO THE FENCE CORNER,
 RU0538'PASS OVER A CATTLE GUARD AND GO WEST ALONG THE SOUTH SIDE OF
 RU0538'THE FENCE 0.2 MILE TO THE STATION.
 RU0538'
 RU0538'STATION IS LOCATED ABOUT 40 FEET SOUTH OF THE FENCE AND IS
 RU0538'ABOUT 1.1 MILES DUE WEST OF THE SCHOOLHOUSE ON THE ROAD.
 RU0538'
 RU0538'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RU0538'DISKS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0671 ***********************************************************************
 QX0671  DESIGNATION -  GRIMM
 QX0671  PID         -  QX0671
 QX0671  STATE/COUNTY-  MT/PARK
 QX0671  USGS QUAD   -  FAIRVIEW PEAK (1951)
 QX0671
 QX0671                         *CURRENT SURVEY CONTROL
 QX0671  ___________________________________________________________________
 QX0671* NAD 83(1992)-  45 57 15.46344(N)    110 21 03.95957(W)     ADJUSTED  
 QX0671* NAVD 88     -      2425.4    (meters)    7957.     (feet)  VERTCON   
 QX0671  ___________________________________________________________________
 QX0671  LAPLACE CORR-           8.03  (seconds)                    DEFLEC99
 QX0671  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 QX0671
 QX0671  HORZ ORDER  -  THIRD
 QX0671
 QX0671.The horizontal coordinates were established by classical geodetic methods
 QX0671.and adjusted by the National Geodetic Survey in July 1992..
 QX0671
 QX0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0671
 QX0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0671
 QX0671.The geoid height was determined by GEOID03.
 QX0671
 QX0671;                    North         East     Units Scale Factor Converg.
 QX0671;SPC MT       -   189,758.521   534,046.964   MT  0.99956151   -0 37 21.3
 QX0671;SPC MT       -   622,567.33  1,752,122.59   iFT  0.99956151   -0 37 21.3
 QX0671;UTM  12      - 5,089,174.105   550,287.158   MT  0.99963109   +0 27 59.1
 QX0671
 QX0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0671!SPC MT       -   0.99962154  x   0.99956151  =   0.99918322
 QX0671!UTM  12      -   0.99962154  x   0.99963109  =   0.99925277
 QX0671
 QX0671:                Primary Azimuth Mark                     Grid Az
 QX0671:SPC MT       -  IDIOT                                    342 40 05.3
 QX0671:UTM  12      -  IDIOT                                    341 34 44.9
 QX0671
 QX0671|---------------------------------------------------------------------|
 QX0671| PID    Reference Object                     Distance      Geod. Az  |
 QX0671|                                                           dddmmss.s |
 QX0671| QX0672 IDIOT                               APPROX. 5.3 KM 3420244.0 |
 QX0671|---------------------------------------------------------------------|
 QX0671
 QX0671                          SUPERSEDED SURVEY CONTROL
 QX0671
 QX0671  NAD 83(1986)-  45 57 15.46032(N)    110 21 03.95350(W) AD(       ) 3
 QX0671  NAD 27      -  45 57 15.68961(N)    110 21 01.22522(W) AD(       ) 3
 QX0671  NGVD 29 (07/19/86) 2424.1    (m)         7953.     (f) VERT ANG       
 QX0671
 QX0671.Superseded values are not recommended for survey control.
 QX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0671.See file dsdata.txt to determine how the superseded data were derived.
 QX0671
 QX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR5028789174(NAD 83)
 QX0671_MARKER: DD = SURVEY DISK
 QX0671_SETTING: 80 = SET IN A BOULDER
 QX0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0671+STABILITY: SURFACE MOTION
 QX0671
 QX0671  HISTORY     - Date     Condition        Report By
 QX0671  HISTORY     - 1948     MONUMENTED       USGS
 QX0671
 QX0671                          STATION DESCRIPTION
 QX0671
 QX0671'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JTD)
 QX0671'LOCATED ON S. END OF RIDGE, ON W. SIDE OF ROCK CREEK, AT A PROMINENT
 QX0671'BEND IN STREAM.
 QX0671'
 QX0671'TO REACH FROM CLYDE PARK POST OFFICE, GO 1 BLOCK N., TURN E. ON ROCK
 QX0671'CREEK ROAD AND GO 8.1 MI. TO T-RD., THENCE N. 2.7 MI. TO T-RD., THENCE
 QX0671'E. ON BILLERS MILL ROAD 3.6 MI. TO A POLE GATE, CONTINUE 0.4 MI. TO A
 QX0671'SAWMILL, PASS BETWEEN HOUSE AND BARN, CROSS SMALL BRIDGE AND CONTINUE
 QX0671'0.3 MI. TO FORK, GO RIGHT 1.2 MI. TO FORK, GO LEFT 0.5 MI. TO OLD LOG
 QX0671'LOADING RAMP.  END TRUCK TRAVEL.  PACK E. ACROSS CREEK TO TOP OF N-S.
 QX0671'RIDGE, S. ALONG RIDGE TO S. POINT AND STATION, ABOUT A 45 MINUTE PACK.
 QX0671'
 QX0671'STATION MARK--STANDARD TABLET, CEMENTED IN BOULDER IN PLACE, STAMPED
 QX0671'---GRIMM 1948---.
 QX0671'
 QX0671'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, CEMENTED IN LEDGE
 QX0671'ROCK, 65.10 FT. FROM STATION, S 01 DEG 46 MIN E,
 QX0671'STAMPED ---GRIMM R.M. 1---.
 QX0671'
 QX0671'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, CEMENTED IN LEDGE
 QX0671'ROCK, 12.50 FT. FROM STATION, N 49 DEG 20 MIN W,
 QX0671'STAMPED ---GRIMM R.M. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0691 ***********************************************************************
 QX0691  DESIGNATION -  GRIZZLY
 QX0691  PID         -  QX0691
 QX0691  STATE/COUNTY-  MT/PARK
 QX0691  USGS QUAD   -  MOUNT WALLACE (1987)
 QX0691
 QX0691                         *CURRENT SURVEY CONTROL
 QX0691  ___________________________________________________________________
 QX0691* NAD 83(1992)-  45 08 58.05835(N)    110 28 18.57072(W)     ADJUSTED  
 QX0691* NAVD 88     -      3065.8    (meters)   10058.     (feet)  VERTCON   
 QX0691  ___________________________________________________________________
 QX0691  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 QX0691  GEOID HEIGHT-          -8.25  (meters)                     GEOID03
 QX0691
 QX0691  HORZ ORDER  -  THIRD
 QX0691
 QX0691.The horizontal coordinates were established by classical geodetic methods
 QX0691.and adjusted by the National Geodetic Survey in July 1992..
 QX0691
 QX0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0691
 QX0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0691
 QX0691.The geoid height was determined by GEOID03.
 QX0691
 QX0691;                    North         East     Units Scale Factor Converg.
 QX0691;SPC MT       -   100,447.778   523,582.699   MT  0.99991358   -0 42 39.2
 QX0691;SPC MT       -   329,553.08  1,717,791.01   iFT  0.99991358   -0 42 39.2
 QX0691;UTM  12      - 4,999,689.478   541,519.883   MT  0.99962120   +0 22 28.0
 QX0691
 QX0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0691!SPC MT       -   0.99952086  x   0.99991358  =   0.99943448
 QX0691!UTM  12      -   0.99952086  x   0.99962120  =   0.99914224
 QX0691
 QX0691:                Primary Azimuth Mark                     Grid Az
 QX0691:SPC MT       -  WALLACE                                  005 56 32.2
 QX0691:UTM  12      -  WALLACE                                  004 51 25.0
 QX0691
 QX0691|---------------------------------------------------------------------|
 QX0691| PID    Reference Object                     Distance      Geod. Az  |
 QX0691|                                                           dddmmss.s |
 QX0691| QX0690 WALLACE                             APPROX. 5.2 KM 0051353.0 |
 QX0691|---------------------------------------------------------------------|
 QX0691
 QX0691                          SUPERSEDED SURVEY CONTROL
 QX0691
 QX0691  NAD 83(1986)-  45 08 58.04868(N)    110 28 18.56129(W) AD(       ) 3
 QX0691  NAD 27      -  45 08 58.27671(N)    110 28 15.83871(W) AD(       ) 3
 QX0691  NGVD 29 (07/19/86) 3064.3    (m)        10053.     (f) VERT ANG       
 QX0691
 QX0691.Superseded values are not recommended for survey control.
 QX0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0691.See file dsdata.txt to determine how the superseded data were derived.
 QX0691
 QX0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4152099689(NAD 83)
 QX0691_MARKER: DD = SURVEY DISK
 QX0691_SETTING: 66 = SET IN ROCK OUTCROP
 QX0691_SP_SET: SET IN ROCK OUTCROP
 QX0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0691+STABILITY: POSITION/ELEVATION WELL
 QX0691
 QX0691  HISTORY     - Date     Condition        Report By
 QX0691  HISTORY     - 1951     MONUMENTED       USGS
 QX0691
 QX0691                          STATION DESCRIPTION
 QX0691
 QX0691'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0691'STATION LOCATED ABOUT 5.0 MI. (AIRLINE) N. AND 8.0 MI. (AIRLINE) E.
 QX0691'OF JARDINE, MONTANA, ON TOP OF THE DIVIDE BETWEEN HORSE CREEK AND
 QX0691'GRIZZLY CREEK, ABOUT 0.75 MI. SE. OF THE SADDLE WHERE THE GRIZZLY
 QX0691'CREEK TRAIL CROSSES THE DIVIDE, ON THE N. EDGE OF A GRASSY SLOPE
 QX0691'TERMINATING IN SHEER CLIFFS TO THE N., IN SEC. 2, R 10 E, T 8 S.
 QX0691'
 QX0691'TO REACH STATION FROM W. END OF BEAR CREEK BRIDGE IN JARDINE, MONTANA,
 QX0691'PROCEED NW. ON GRAVEL RD. 0.25 MI. TO INTERSECTION WITH FOREST SERVICE
 QX0691'TRAIL NO. 82, THENCE RIGHT NE., ON TRAIL NO. 82 FOR ABOUT 13 MI. TO
 QX0691'JUNCTION OF HORSE CREEK AND GRIZZLY CREEK TRAIL, THENCE LEFT (N.) ON
 QX0691'GRIZZLY CREEK TRAIL FOR ABOUT 4.0 MI. TO INTERSECTION OF SHEEP TRAIL
 QX0691'NEAR TOP OF THE DIVIDE, THENCE S. ON SHEEP TRAIL 0.75 MI., THENCE
 QX0691'LEFT (NE.) TO TOP OF RIDGE.  STATION IS LOCATED ON N. EDGE OF SLOPE
 QX0691'AT HIGHEST POINT.
 QX0691'
 QX0691'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, AND STAMPED
 QX0691'---F-GRIZZLY 1951---.
 QX0691'
 QX0691'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0522 ***********************************************************************
 SQ0522  DESIGNATION -  GRIZZLY
 SQ0522  PID         -  SQ0522
 SQ0522  STATE/COUNTY-  MT/VALLEY
 SQ0522  USGS QUAD   -  HARPER CAMP (1971)
 SQ0522
 SQ0522                         *CURRENT SURVEY CONTROL
 SQ0522  ___________________________________________________________________
 SQ0522* NAD 83(1992)-  47 42 01.01721(N)    107 00 19.18490(W)     ADJUSTED  
 SQ0522* NAVD 88     -       834.78   (+/-2cm)    2738.8    (feet)  VERTCON   
 SQ0522  ___________________________________________________________________
 SQ0522  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 SQ0522  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 SQ0522
 SQ0522  HORZ ORDER  -  THIRD
 SQ0522  VERT ORDER  -  THIRD ? (See Below)
 SQ0522
 SQ0522.The horizontal coordinates were established by classical geodetic methods
 SQ0522.and adjusted by the National Geodetic Survey in July 1992..
 SQ0522
 SQ0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0522.The vertical order pertains to the NGVD 29 superseded value.
 SQ0522
 SQ0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0522
 SQ0522.The geoid height was determined by GEOID03.
 SQ0522
 SQ0522;                    North         East     Units Scale Factor Converg.
 SQ0522;SPC MT       -   386,367.698   787,109.564   MT  0.99946471   +1 49 29.5
 SQ0522;SPC MT       - 1,267,610.56  2,582,380.46   iFT  0.99946471   +1 49 29.5
 SQ0522;UTM  13      - 5,284,936.473   349,549.938   MT  0.99987816   -1 29 00.6
 SQ0522
 SQ0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0522!SPC MT       -   0.99987168  x   0.99946471  =   0.99933646
 SQ0522!UTM  13      -   0.99987168  x   0.99987816  =   0.99974985
 SQ0522
 SQ0522:                Primary Azimuth Mark                     Grid Az
 SQ0522:SPC MT       -  CROSS                                    257 21 14.3
 SQ0522:UTM  13      -  CROSS                                    260 39 44.4
 SQ0522
 SQ0522|---------------------------------------------------------------------|
 SQ0522| PID    Reference Object                     Distance      Geod. Az  |
 SQ0522|                                                           dddmmss.s |
 SQ0522| SQ0523 CROSS                               APPROX. 5.4 KM 2591043.8 |
 SQ0522|---------------------------------------------------------------------|
 SQ0522
 SQ0522                          SUPERSEDED SURVEY CONTROL
 SQ0522
 SQ0522  NAD 83(1986)-  47 42 01.01254(N)    107 00 19.17185(W) AD(       ) 3
 SQ0522  NAD 27      -  47 42 00.98500(N)    107 00 16.90000(W) AD(       ) 3
 SQ0522  NGVD 29 (07/19/86)  834.11   (m)         2736.6    (f) LEVELING    3  
 SQ0522
 SQ0522.Superseded values are not recommended for survey control.
 SQ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0522.See file dsdata.txt to determine how the superseded data were derived.
 SQ0522
 SQ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN4955084936(NAD 83)
 SQ0522_MARKER: P = PIPE CAP
 SQ0522_SETTING: 0 = UNSPECIFIED SETTING
 SQ0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0522
 SQ0522  HISTORY     - Date     Condition        Report By
 SQ0522  HISTORY     - 1885     MONUMENTED       MORC
 SQ0522  HISTORY     - 1937     GOOD             USGS
 SQ0522  HISTORY     - 1937     GOOD             CGS
 SQ0522
 SQ0522                          STATION DESCRIPTION
 SQ0522
 SQ0522'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 SQ0522'STATION MARK--STANDARD MORC MARK CAPPED TO 5 IN. PIPE.
 SQ0522
 SQ0522                          STATION RECOVERY (1937)
 SQ0522
 SQ0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 SQ0522'THE STATION IS IN VALLEY COUNTY ON THE LEFT BANK OF THE MISSOURI
 SQ0522'RIVER AND IN THE NORTHWEST CORNER OF SECTION 5, T. 22 N.,
 SQ0522'R. 37 E.  THE STATION IS 6 MILES AIRLINE WEST OF NINTH POINT,
 SQ0522'3-1/2 MILES SOUTHEAST OF THE HEAD OF THE RESERVOIR BACK WATER IN
 SQ0522'SUTHERLAND CREEK AND 2 MILES NORTH OF THE MISSOURI RIVER ON A
 SQ0522'GRASSY KNOLL RISING ABOVE THE PLATEAU BETWEEN SUTHERLAND CREEK
 SQ0522'AND THE MISSOURI RIVER.  STATION IS ON HIGHEST GROUND IN THE
 SQ0522'VICINITY.
 SQ0522'
 SQ0522'TO REACH THE STATION PROCEED AS DIRECTED TO STATION CROSS AT
 SQ0522'INTERSECTION OF TRAILS ON DIVIDE SOUTH OF SUTHERLAND CREEK.
 SQ0522'AT INTERSECTION TURN LEFT OR SOUTH AND DRIVE 1 MILE SOUTH TO
 SQ0522'EDGE OF HIGH GROUND AND STATION.
 SQ0522'
 SQ0522'MONUMENT IS 5 IN IRON PIPE OF MO. R.C. PROTRUDING ABOUT 18 IN
 SQ0522'ABOVE THE GROUND.  THIS STATION WAS NOT REPAIRED.
 SQ0522'
 SQ0522'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0956 ***********************************************************************
 TN0956  DESIGNATION -  GRIZZLY ET
 TN0956  PID         -  TN0956
 TN0956  STATE/COUNTY-  MT/LINCOLN
 TN0956  USGS QUAD   -  CLARK MOUNTAIN (1963)
 TN0956
 TN0956                         *CURRENT SURVEY CONTROL
 TN0956  ___________________________________________________________________
 TN0956* NAD 83(1992)-  48 46 10.12911(N)    115 47 07.50199(W)     ADJUSTED  
 TN0956* NAVD 88     -      1853.9    (meters)    6082.     (feet)  VERTCON   
 TN0956  ___________________________________________________________________
 TN0956  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 TN0956  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 TN0956
 TN0956  HORZ ORDER  -  THIRD
 TN0956
 TN0956.The horizontal coordinates were established by classical geodetic methods
 TN0956.and adjusted by the National Geodetic Survey in July 1992..
 TN0956
 TN0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0956
 TN0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0956
 TN0956.The geoid height was determined by GEOID03.
 TN0956
 TN0956;                    North         East     Units Scale Factor Converg.
 TN0956;SPC MT       -   520,759.761   138,523.376   MT  0.99986650   -4 35 52.1
 TN0956;SPC MT       - 1,708,529.40    454,473.02   iFT  0.99986650   -4 35 52.1
 TN0956;UTM  11      - 5,402,541.973   589,246.035   MT  0.99969785   +0 54 48.6
 TN0956
 TN0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0956!SPC MT       -   0.99971194  x   0.99986650  =   0.99957848
 TN0956!UTM  11      -   0.99971194  x   0.99969785  =   0.99940988
 TN0956
 TN0956:                Primary Azimuth Mark                     Grid Az
 TN0956:SPC MT       -  RODERICK ET                              168 38 53.9
 TN0956:UTM  11      -  RODERICK ET                              163 08 13.2
 TN0956
 TN0956|---------------------------------------------------------------------|
 TN0956| PID    Reference Object                     Distance      Geod. Az  |
 TN0956|                                                           dddmmss.s |
 TN0956| TN0949 RODERICK ET                         APPROX. 7.5 KM 1640301.8 |
 TN0956|---------------------------------------------------------------------|
 TN0956
 TN0956                          SUPERSEDED SURVEY CONTROL
 TN0956
 TN0956  NAD 83(1986)-  48 46 10.14040(N)    115 47 07.50150(W) AD(       ) 3
 TN0956  NAD 27      -  48 46 10.31136(N)    115 47 03.83184(W) AD(       ) 3
 TN0956  NGVD 29 (07/19/86) 1852.7    (m)         6078.     (f) VERT ANG       
 TN0956
 TN0956.Superseded values are not recommended for survey control.
 TN0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0956.See file dsdata.txt to determine how the superseded data were derived.
 TN0956
 TN0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ8924602542(NAD 83)
 TN0956_MARKER: DD = SURVEY DISK
 TN0956_SETTING: 0 = UNSPECIFIED SETTING
 TN0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0956
 TN0956  HISTORY     - Date     Condition        Report By
 TN0956  HISTORY     - 1963     MONUMENTED       USGS
 TN0956
 TN0956                          STATION DESCRIPTION
 TN0956
 TN0956'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (TCB)
 TN0956'ABOUT 6 AIR MILES SW. OF YAAK, MONTANA, ABOUT 23 MI. NNE. (AIRLINE)
 TN0956'FROM TROY, MONTANA, ABOUT 4 MI. NNW. OF RODERICK MOUNTAIN LOOKOUT,
 TN0956'ON TOP OF PROMINENT BARE HILL CALLED GRIZZLY POINT, THE FORMER SITE
 TN0956'OF A USFS LOOKOUT TOWER NOW BURNED.  STATION WAS VISITED BY
 TN0956'HELICOPTER, THERE IS NO TRAIL UP THIS MOUNTAIN.
 TN0956'
 TN0956'STATION MARK- STANDARD TABLET SET IN DRILLED HOLE, IN CONCRETE BLOCK
 TN0956'PROJECTING 0.2 FT., STAMPED -ET-GRIZZLY 1963-.  (THIS IS THE NW. ONE
 TN0956'OF FOUR BLOCKS THAT SERVED AS THE BASE OF THE BURNED FIRE TOWER.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0487 ***********************************************************************
 RT0487  DESIGNATION -  GROOT
 RT0487  PID         -  RT0487
 RT0487  STATE/COUNTY-  MT/PRAIRIE
 RT0487  USGS QUAD   -  TERRY (1972)
 RT0487
 RT0487                         *CURRENT SURVEY CONTROL
 RT0487  ___________________________________________________________________
 RT0487* NAD 83(1992)-  46 49 48.92986(N)    105 22 31.90734(W)     ADJUSTED  
 RT0487* NAVD 88     -       854.4    (meters)    2803.     (feet)  VERTCON   
 RT0487  ___________________________________________________________________
 RT0487  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 RT0487  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 RT0487
 RT0487  HORZ ORDER  -  FIRST
 RT0487
 RT0487.The horizontal coordinates were established by classical geodetic methods
 RT0487.and adjusted by the National Geodetic Survey in July 1992..
 RT0487
 RT0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0487
 RT0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0487
 RT0487.The geoid height was determined by GEOID03.
 RT0487
 RT0487;                    North         East     Units Scale Factor Converg.
 RT0487;SPC MT       -   294,997.131   914,347.913   MT  0.99939768   +3 01 01.4
 RT0487;SPC MT       -   967,838.36  2,999,829.11   iFT  0.99939768   +3 01 01.4
 RT0487;UTM  13      - 5,186,370.064   471,359.851   MT  0.99961008   -0 16 26.0
 RT0487
 RT0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0487!SPC MT       -   0.99986863  x   0.99939768  =   0.99926639
 RT0487!UTM  13      -   0.99986863  x   0.99961008  =   0.99947876
 RT0487
 RT0487|---------------------------------------------------------------------|
 RT0487| PID    Reference Object                     Distance      Geod. Az  |
 RT0487|                                                           dddmmss.s |
 RT0487| CQ7733 GROOT RM 2                           18.520 METERS 06808     |
 RT0487| RT0478 FALLON                              APPROX.19.1 KM 0732450.2 |
 RT0487| CQ7732 GROOT RM 1                           12.010 METERS 26802     |
 RT0487|---------------------------------------------------------------------|
 RT0487
 RT0487                          SUPERSEDED SURVEY CONTROL
 RT0487
 RT0487  NAD 83(1986)-  46 49 48.91899(N)    105 22 31.87693(W) AD(       ) 1
 RT0487  NAD 27      -  46 49 48.89300(N)    105 22 29.91500(W) AD(       ) 1
 RT0487  NGVD 29 (07/19/86)  853.9    (m)         2802.     (f) VERT ANG       
 RT0487
 RT0487.Superseded values are not recommended for survey control.
 RT0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0487.See file dsdata.txt to determine how the superseded data were derived.
 RT0487
 RT0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM7136086370(NAD 83)
 RT0487_MARKER: DS = TRIANGULATION STATION DISK
 RT0487_SETTING: 80 = SET IN A BOULDER
 RT0487_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RT0487
 RT0487  HISTORY     - Date     Condition        Report By
 RT0487  HISTORY     - 1934     MONUMENTED       CGS
 RT0487  HISTORY     - 1972     GOOD             USGS
 RT0487
 RT0487                          STATION DESCRIPTION
 RT0487
 RT0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0487'STATION IS ON A HIGH RED TOP HILL.  ABOUT 5.0 MILES, AIRLINE,
 RT0487'NORTHWEST OF TERRY.  ON THE NORTH SIDE OF THE YELLOWSTONE
 RT0487'RIVER, THE HIGHEST OF THE GROUP OVERLOOKING THE BADLANDS AND
 RT0487'TERRY.
 RT0487'
 RT0487'TO REACH FROM TERRY GO EAST ON U.S. HIGHWAY 10 FOR 0.4 MILE TO
 RT0487'A GRAVELED CROSS ROAD, TURN LEFT, GO 4.3 MILES CROSSING THE
 RT0487'RAILROAD TRACKS AND THE YELLOWSTONE RIVER, TURN LEFT ON THE
 RT0487'CHERRY CREEK ROAD ON THE LEFT SIDE OF CHERRY CREEK AND GO
 RT0487'4.4 MILES TO AN OLD GRADED ROAD ON THE LEFT, TURN LEFT GO 0.7
 RT0487'MILE AND TURN RIGHT THROUGH A GATE JUST EAST OF THE CURVE,
 RT0487'GO 1.0 MILE, TAKE LEFT FORK, (THE GROOT RANCH IS 1/4 MILE WEST)
 RT0487'GO 0.1 MILE, GO THROUGH THE FENCE AND CONTINUE ON THE RUT
 RT0487'TRACKS 0.8 MILE, BEAR TO THE RIGHT TO CROSS THE WASH AND
 RT0487'CONTINUE SOUTHEAST ON THE RUTS 0.6 MILE, AT THIS POINT THE
 RT0487'OLD RUTS GO INTO A DEEP WASH, KEEP ON THE LEFT SIDE OF WASH
 RT0487'0.2 MILE AND DROP INTO THE WASH, CONTINUE DOWN WASH 0.2
 RT0487'MILE TO A VALLEY ON RIGHT, TURN RIGHT UP VALLEY GO 0.2 MILE
 RT0487'TO THE EDGE OF THE BADLANDS AND END OF TRUCK TRAVEL.  CLIMB
 RT0487'UP THE LITTLE DRAW ON THE LEFT TO THE TOP, GO RIGHT ALONG
 RT0487'RIDGE TO THE SOUTHEAST END AND STATION.  A 10-MINUTE PACK.
 RT0487'
 RT0487'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A
 RT0487'DRILL HOLE IN BOULDERS AND ROCK OUTCROPS.
 RT0487
 RT0487                          STATION RECOVERY (1972)
 RT0487
 RT0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 RT0487'TO REACH THE STATION FROM THE POST OFFICE IN TERRY GO NORTH
 RT0487'ONE BLOCK.  TURN RIGHT ON SPRING STREET AND GO EAST FOR 0.5
 RT0487'MILE TO MONTANA SECONDARY HIGHWAY 253 AND GO NORTH AND
 RT0487'NORTHWESTERLY FOR 2.05 MILES TO CROSS ROAD.  TURN LEFT AND GO
 RT0487'WESTERLY ON MAIN ROAD FOR 4.70 MILES.  TURN LEFT UP DRAIN
 RT0487'FOR 0.20 MILES TO THE WEST SIDE OF THE HILL AND END OF TRUCK
 RT0487'TRAVEL.  PACK UP TO TOP OF HILL AND SOUTH END OF RIDGE ON
 RT0487'HIGH POINT.  ABOUT A 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0943 ***********************************************************************
 TN0943  DESIGNATION -  GROUSE
 TN0943  PID         -  TN0943
 TN0943  STATE/COUNTY-  MT/LINCOLN
 TN0943  USGS QUAD   -  TROY (1983)
 TN0943
 TN0943                         *CURRENT SURVEY CONTROL
 TN0943  ___________________________________________________________________
 TN0943* NAD 83(1992)-  48 22 33.33954(N)    115 55 01.70843(W)     ADJUSTED  
 TN0943* NAVD 88     -      1433.9    (meters)    4704.     (feet)  VERTCON   
 TN0943  ___________________________________________________________________
 TN0943  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 TN0943  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TN0943
 TN0943  HORZ ORDER  -  SECOND
 TN0943
 TN0943.The horizontal coordinates were established by classical geodetic methods
 TN0943.and adjusted by the National Geodetic Survey in July 1992..
 TN0943
 TN0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0943
 TN0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0943
 TN0943.The geoid height was determined by GEOID03.
 TN0943
 TN0943;                    North         East     Units Scale Factor Converg.
 TN0943;SPC MT       -   477,937.256   125,292.945   MT  0.99967720   -4 41 39.0
 TN0943;SPC MT       - 1,568,035.62    411,066.09   iFT  0.99967720   -4 41 39.0
 TN0943;SPC ID W     -   745,578.748   787,618.740   MT  0.99993522   -0 07 29.8
 TN0943;UTM  11      - 5,358,650.857   580,187.251   MT  0.99967900   +0 48 34.2
 TN0943
 TN0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0943!SPC MT       -   0.99977786  x   0.99967720  =   0.99945513
 TN0943!SPC ID W     -   0.99977786  x   0.99993522  =   0.99971310
 TN0943!UTM  11      -   0.99977786  x   0.99967900  =   0.99945693
 TN0943
 TN0943|---------------------------------------------------------------------|
 TN0943| PID    Reference Object                     Distance      Geod. Az  |
 TN0943|                                                           dddmmss.s |
 TN0943| CH7462 GROUSE RM 2                           8.813 METERS 00032     |
 TN0943| CH7460 GROUSE AZ MK                                       1335744.3 |
 TN0943| TN0941 KEELER MOUNTAIN LOOKOUT TOWER       APPROX. 6.4 KM 1645617.6 |
 TN0943| CH7461 GROUSE RM 1                           7.085 METERS 25826     |
 TN0943|---------------------------------------------------------------------|
 TN0943
 TN0943                          SUPERSEDED SURVEY CONTROL
 TN0943
 TN0943  NAD 83(1986)-  48 22 33.35285(N)    115 55 01.70779(W) AD(       ) 2
 TN0943  NAD 27      -  48 22 33.56413(N)    115 54 58.10306(W) AD(       ) 2
 TN0943  NGVD 29 (07/19/86) 1432.7    (m)         4700.     (f) VERT ANG       
 TN0943
 TN0943.Superseded values are not recommended for survey control.
 TN0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0943.See file dsdata.txt to determine how the superseded data were derived.
 TN0943
 TN0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8018758651(NAD 83)
 TN0943_MARKER: DD = SURVEY DISK
 TN0943_SETTING: 66 = SET IN ROCK OUTCROP
 TN0943
 TN0943  HISTORY     - Date     Condition        Report By
 TN0943  HISTORY     - 1949     MONUMENTED       USGS
 TN0943  HISTORY     - 1949     GOOD             USGS
 TN0943  HISTORY     - 1959     GOOD             NGS
 TN0943  HISTORY     - 1960     GOOD             CGS
 TN0943  HISTORY     - 1980     GOOD             BPA
 TN0943
 TN0943                          STATION DESCRIPTION
 TN0943
 TN0943'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (ELK)
 TN0943'LOCATED ABOUT 6 MI. AIRLINE S. OF TROY, MONTANA, AT THE S. END OF A
 TN0943'RIDGE KNOWN AS GROUSE MOUNTAIN.
 TN0943'
 TN0943'TO REACH FROM TROY, MONTANA, DRIVE SE. ON U.S. HIGHWAY 2 1.0 MI. TO
 TN0943'LAKE CREEK BRIDGE, TURN SHARP RIGHT AND FOLLOW GRAVEL RD. 1.0 MI. TO
 TN0943'OLD KEELER CREEK ROAD, FOLLOW KEELER CREEK ROAD 3.0 MI. TO RD.
 TN0943'FORKS, TAKE RIGHT FORK 3.5 MI. TO SUNRISE MINE, PROCEED ON FOOT FROM
 TN0943'MINE ALONG OLD RD. TO TOP OF RIDGE AND STATION.
 TN0943'
 TN0943'STATION MARK- STANDARD TABLET, STAMPED -GROUSE,- CEMENTED IN ROCK SET
 TN0943'IN EARTH.
 TN0943
 TN0943                          STATION RECOVERY (1959)
 TN0943
 TN0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 TN0943'LOCATED ABOUT 6 MI. (AIRLINE) S. OF TROY, MONTANA, AT THE S. END OF
 TN0943'A RIDGE KNOWN AS GROUSE MOUNTAIN.
 TN0943'
 TN0943'TO REACH FROM TROY, MONTANA, DRIVE SE. ON U.S. HIGHWAY 2 1.0 MI. TO
 TN0943'LAKE CREEK BRIDGE, TURN SHARP RIGHT AND FOLLOW GRAVEL RD. 1.0 MI. TO
 TN0943'OLD KEELER CREEK ROAD, FOLLOW KEELER CREEK ROAD 3.0 MI. TO RD. FORKS,
 TN0943'TAKE RIGHT FORK 3.5 MI. TO SUNRISE MINE, PROCEED ON FOOT FROM MINE
 TN0943'ALONG OLD RD. TO TOP OF RIDGE AND STATION.
 TN0943'
 TN0943'STATION MARK--STANDARD TABLET, STAMPED ---GROUSE---, CEMENTED IN ROCK
 TN0943'SET IN EARTH.
 TN0943
 TN0943                          STATION RECOVERY (1960)
 TN0943
 TN0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0943'THE STATION IS ABOUT 5-3/4 MILES SOUTH AND 1 MILE WEST OF TROY,
 TN0943'ON THE EAST END AND ABOUT 100 YARDS EAST OF THE HIGHEST POINT
 TN0943'OF A PROMINENT AND PARTIALLY TIMBERED RIDGE KNOWN AS GROUSE
 TN0943'MOUNTAIN, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY
 TN0943'AND IN SECTION 11, T 30 N, R 34 W, IN THE KOOTENAI NATIONAL
 TN0943'FOREST.
 TN0943'
 TN0943'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 TN0943'U.S. HIGHWAY 2 AT THE WEST EDGE OF LIBBY, GO NORTHWESTERLY
 TN0943'ON HIGHWAY 2 FOR 16.5 MILES TO STATE HIGHWAY 202 ON THE LEFT,
 TN0943'CONTINUE NORTHWESTERLY ON HIGHWAY 2 FOR 0.45 MILE TO A GRAVELED
 TN0943'SIDE ROAD ON THE LEFT AT A SIGN LAKE CREEK ROAD NO. 384, KEELER
 TN0943'CREEK, KEELER MTN LOOKOUT 16 AND SPAR LAKE 17.  TURN LEFT
 TN0943'AND FOLLOW THE MAIN GRAVELED ROAD, SOUTHERLY, FOR 4.65 MILE
 TN0943'TO A FORK, BEAR RIGHT AND CONTINUE ON THE MAIN ROAD FOR 0.7
 TN0943'MILE TO A SIDE ROAD ON RIGHT AT A SIGN IRON CREEK ROAD.  TURN RIGHT
 TN0943'AND CONTINUE ON A GRAVELED ROAD FOR 0.45 MILE TO A PAVED CROSSROADS.
 TN0943'CONTINUE STRAIGHT AHEAD FOR 1.6 MILE TO A T-ROAD, TURN LEFT AND
 TN0943'CONTINUE FOR 1.1 MILE TO THE END OF THE GRAVELED ROAD AT A
 TN0943'RANCH BUILDING ON THE LEFT, CONTINUE STRAIGHT AHEAD ON
 TN0943'A TRACK ROAD FOR 0.1 MILE TO A FORK AT A SIGN SUNRISE MINE
 TN0943'2-1/2 MILE, BEAR RIGHT AND CONTINUE ON THE TRACK ROAD
 TN0943'FOR 0.1 MILE TO A DIM CROSSROADS, CONTINUE STRAIGHT
 TN0943'AHEAD ON THE TRACK ROAD FOR 2.25 MILE TO THE ABANDONED
 TN0943'MINE, CROSS A SMALL STREAM AND CONTINUE ON THE TRACK ROAD
 TN0943'FOR 1.25 MILE TO A POINT WHERE THE MAIN TRACK ROAD LEADS
 TN0943'NORTHERLY AND A DIM UNUSED ROAD LEADS SOUTHEASTERLY, (THE
 TN0943'AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THIS POINT ON THE EAST
 TN0943'SIDE OF THE DIM ROAD) TURN RIGHT AND CONTINUE ON THE TRACK
 TN0943'ROAD, NORTH AND NORTHWEST FOR 0.25 MILE TO THE STATION.
 TN0943'
 TN0943'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY DISK,
 TN0943'CEMENTED IN A DRILL HOLE IN A BURIED BOULDER HAVING AN EXPOSED
 TN0943'AREA OF 8 BY 12 INCHES AND PROJECTING 2 INCHES.  THE DISK IS
 TN0943'STAMPED GROUSE.
 TN0943'
 TN0943'REFERENCE MARK 1 IS A UNITED STATES GEOLOGICAL SURVEY DISK,
 TN0943'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP HAVING AN EXPOSED
 TN0943'AREA OF 12 BY 18 INCHES.  THE DISK IS STAMPED GROUSE NO 1.  IT IS
 TN0943'AT THE SAME ELEVATION AS THE STATION.
 TN0943'
 TN0943'REFERENCE MARK 2 IS A UNITED STATES GEOLOGICAL SURVEY DISK,
 TN0943'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP HAVING AN EXPOSED
 TN0943'AREA OF 4 BY 6 INCHES AND PROJECTING 4 INCHES.  THE DISK IS
 TN0943'STAMPED GROUSE NO 2.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 TN0943'
 TN0943'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 TN0943'IN A 3 BY 2 FOOT BOULDER PROJECTING 8 INCHES.  THE DISK IS STAMPED
 TN0943'GROUSE USGS 1959.  IT IS 73 FEET EAST OF THE CENTER OF THE ROAD
 TN0943'AND ABOUT 10 FEET HIGHER, 43 FEET WEST OF A PINE TREE HAVING
 TN0943'A TRIANGULAR BLAZE ON THE WEST SIDE AND ABOUT 150 FEET SOUTH OF
 TN0943'THE HIGHEST POINT OF A RIDGE THAT EXTENDS NORTH AND SOUTH.
 TN0943'IT IS ABOUT 700 FEET LOWER THAN THE STATION.
 TN0943
 TN0943                          STATION RECOVERY (1980)
 TN0943
 TN0943'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1980 (DS)
 TN0943'GROUSE RECOVERED GOOD.
 TN0943'
 TN0943'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILE SW OF TROY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0509 ***********************************************************************
 RW0509  DESIGNATION -  GROUSE
 RW0509  PID         -  RW0509
 RW0509  STATE/COUNTY-  MT/GALLATIN
 RW0509  USGS QUAD   -  HATFIELD MOUNTAIN (1951)
 RW0509
 RW0509                         *CURRENT SURVEY CONTROL
 RW0509  ___________________________________________________________________
 RW0509* NAD 83(1992)-  46 02 35.90525(N)    110 54 17.45138(W)     ADJUSTED  
 RW0509* NAVD 88     -      2279.3    (meters)    7478.     (feet)  VERTCON   
 RW0509  ___________________________________________________________________
 RW0509  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 RW0509  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 RW0509
 RW0509  HORZ ORDER  -  THIRD
 RW0509
 RW0509.The horizontal coordinates were established by classical geodetic methods
 RW0509.and adjusted by the National Geodetic Survey in July 1992..
 RW0509
 RW0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0509
 RW0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0509
 RW0509.The geoid height was determined by GEOID03.
 RW0509
 RW0509;                    North         East     Units Scale Factor Converg.
 RW0509;SPC MT       -   200,264.160   491,317.262   MT  0.99953437   -1 01 39.5
 RW0509;SPC MT       -   657,034.65  1,611,933.27   iFT  0.99953437   -1 01 39.5
 RW0509;UTM  12      - 5,098,863.617   507,362.120   MT  0.99960067   +0 04 06.6
 RW0509
 RW0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0509!SPC MT       -   0.99964452  x   0.99953437  =   0.99917905
 RW0509!UTM  12      -   0.99964452  x   0.99960067  =   0.99924533
 RW0509
 RW0509:                Primary Azimuth Mark                     Grid Az
 RW0509:SPC MT       -  HORSE MTN                                246 50 17.5
 RW0509:UTM  12      -  HORSE MTN                                245 44 31.4
 RW0509
 RW0509|---------------------------------------------------------------------|
 RW0509| PID    Reference Object                     Distance      Geod. Az  |
 RW0509|                                                           dddmmss.s |
 RW0509| RW0481 HORSE MTN                           APPROX.11.4 KM 2454838.0 |
 RW0509|---------------------------------------------------------------------|
 RW0509
 RW0509                          SUPERSEDED SURVEY CONTROL
 RW0509
 RW0509  NAD 83(1986)-  46 02 35.89467(N)    110 54 17.43845(W) AD(       ) 3
 RW0509  NAD 27      -  46 02 36.13101(N)    110 54 14.60993(W) AD(       ) 3
 RW0509  NGVD 29 (07/19/86) 2278.1    (m)         7474.     (f) VERT ANG       
 RW0509
 RW0509.Superseded values are not recommended for survey control.
 RW0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0509.See file dsdata.txt to determine how the superseded data were derived.
 RW0509
 RW0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR0736298864(NAD 83)
 RW0509_MARKER: DD = SURVEY DISK
 RW0509_SETTING: 0 = UNSPECIFIED SETTING
 RW0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0509
 RW0509  HISTORY     - Date     Condition        Report By
 RW0509  HISTORY     - 1948     MONUMENTED       USGS
 RW0509
 RW0509                          STATION DESCRIPTION
 RW0509
 RW0509'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0509'STATION IS LOCATED ABOUT 4.0 MI. N. AND 20.0 MI. W. OF WILSALL, ON
 RW0509'HIGHEST POINT OF ELK RIDGE, ON TOP OF SMALL BUT PROMINENT CONE SHAPED
 RW0509'PEAK.
 RW0509'
 RW0509'TO REACH STATION FROM WILSALL POST OFFICE, GO N. ALONG U.S. HIGHWAY 89
 RW0509'FOR 4.2 MI. TO WIRE GATE AND GRADED RD. W., FOLLOW RD. 3.15 MI. TO
 RW0509'WIRE GATE AND RD. N., GO N. 1.05 MI. TO SHARP LEFT TURN AND WIRE GATE,
 RW0509'CONTINUE THROUGH GATE AND GO W. 2.95 MI. TO Y-RDS., TAKE RIGHT FORK
 RW0509'OVER RIDGE FOR 1.05 MI. AND JOIN RD. N., FOLLOW RD. N. FOR 3.0 MI. TO
 RW0509'RD. FORK, TAKE LEFT FORK 5.9 MI. UP GRADE THROUGH BARE CANYON AND UP
 RW0509'RIDGE CROSSING LARGE GRASSY HILL AND SMALL VALLEY (RD. LEADS S. AND
 RW0509'SW.) INTO SMALL SADDLE AND SW. TO POLE GATE, GO THROUGH GATE AND
 RW0509'ABOUT 500 FT. ALONG W. EDGE OF TIMBER, TURN SE. INTO TIMBER AND DRIVE
 RW0509'AS FAR AS POSSIBLE TOWARD SMALL CONE SHAPED TOP, PACK E. FOR ABOUT
 RW0509'10 MINUTES THROUGH PLACE WHERE TIMBER IS CLEARED FOR RD. TO TOP OF
 RW0509'SMALL TOP AND STATION SITE.
 RW0509'
 RW0509'STATION MARK--STANDARD TABLET, STAMPED ---GROUSE 1948---, CEMENTED
 RW0509'IN ROCK, IN PLACE OF FAIRCHILDS IRON PIPE FOR STATION 529.
 RW0509'
 RW0509'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---GROUSE
 RW0509'1948 NO. 1---, IN ROCKS, 8.41 FT. FROM STATION,
 RW0509'N 80 DEG 16 MIN E.
 RW0509'
 RW0509'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---GROUSE
 RW0509'1948 NO. 2---, IN ROCKS, 19.71 FT. FROM STATION,
 RW0509'S 01 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0997 ***********************************************************************
 SU0997  DESIGNATION -  GROUSE MOUNTAIN LOOKOUT HOUSE
 SU0997  PID         -  SU0997
 SU0997  STATE/COUNTY-  MT/SANDERS
 SU0997  USGS QUAD   -  SEVEN POINT MOUNTAIN (1966)
 SU0997
 SU0997                         *CURRENT SURVEY CONTROL
 SU0997  ___________________________________________________________________
 SU0997* NAD 83(1992)-  47 50 47.04708(N)    115 24 46.09368(W)     ADJUSTED  
 SU0997* NAVD 88     -                                                        
 SU0997  ___________________________________________________________________
 SU0997  LAPLACE CORR-           8.67  (seconds)                    DEFLEC99
 SU0997  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SU0997
 SU0997  HORZ ORDER  -  THIRD
 SU0997
 SU0997.The horizontal coordinates were established by classical geodetic methods
 SU0997.and adjusted by the National Geodetic Survey in July 1992..
 SU0997
 SU0997
 SU0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0997
 SU0997.The geoid height was determined by GEOID03.
 SU0997
 SU0997;                    North         East     Units Scale Factor Converg.
 SU0997;SPC MT       -   416,313.534   158,088.605   MT  0.99949869   -4 19 30.9
 SU0997;SPC MT       - 1,365,858.05    518,663.40   iFT  0.99949869   -4 19 30.9
 SU0997;UTM  11      - 5,300,448.156   618,747.230   MT  0.99977327   +1 10 36.5
 SU0997
 SU0997                          SUPERSEDED SURVEY CONTROL
 SU0997
 SU0997  NAD 83(1986)-  47 50 47.05399(N)    115 24 46.08861(W) AD(       ) 4
 SU0997  NAD 27      -  47 50 47.28860(N)    115 24 42.50336(W) AD(       ) 3
 SU0997
 SU0997.Superseded values are not recommended for survey control.
 SU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0997.See file dsdata.txt to determine how the superseded data were derived.
 SU0997
 SU0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP1874700448(NAD 83)
 SU0997
 SU0997  HISTORY     - Date     Condition        Report By
 SU0997  HISTORY     - 1940     MONUMENTED       CGS
 SU0997  HISTORY     - 1966     SEE DESCRIPTION  USGS
 SU0997
 SU0997                          STATION DESCRIPTION
 SU0997
 SU0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0997'GROUSE MOUNTAIN FOREST SERVICE LOOKOUT HOUSE IS IN THE CABINET
 SU0997'NATIONAL FOREST, 9 MILES E OF TROUT CREEK, 4-1/2 MILES S OF
 SU0997'KOOTENAI-CABINET NATIONAL FOREST BOUNDARY AND 2 MILES S OF
 SU0997'VERMILION RIVER.  THE CENTER OF THE HOUSE WAS INTERSECTED.
 SU0997
 SU0997                          STATION RECOVERY (1966)
 SU0997
 SU0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0997'LOOKOUT HOUSE BURNED.  STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0844 ***********************************************************************
 TL0844  DESIGNATION -  GROVE
 TL0844  PID         -  TL0844
 TL0844  STATE/COUNTY-  MT/PONDERA
 TL0844  USGS QUAD   -  CONRAD SW (1967)
 TL0844
 TL0844                         *CURRENT SURVEY CONTROL
 TL0844  ___________________________________________________________________
 TL0844* NAD 83(1992)-  48 01 32.73560(N)    111 56 02.04640(W)     ADJUSTED  
 TL0844* NAVD 88     -      1127.4    (meters)    3699.     (feet)  VERTCON   
 TL0844  ___________________________________________________________________
 TL0844  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 TL0844  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 TL0844
 TL0844  HORZ ORDER  -  THIRD
 TL0844
 TL0844.The horizontal coordinates were established by classical geodetic methods
 TL0844.and adjusted by the National Geodetic Survey in July 1992..
 TL0844
 TL0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0844
 TL0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0844
 TL0844.The geoid height was determined by GEOID03.
 TL0844
 TL0844;                    North         East     Units Scale Factor Converg.
 TL0844;SPC MT       -   422,377.959   418,570.658   MT  0.99954942   -1 46 49.5
 TL0844;SPC MT       - 1,385,754.46  1,373,263.31   iFT  0.99954942   -1 46 49.5
 TL0844;UTM  12      - 5,319,585.237   430,370.136   MT  0.99965957   -0 41 39.6
 TL0844
 TL0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0844!SPC MT       -   0.99982559  x   0.99954942  =   0.99937509
 TL0844!UTM  12      -   0.99982559  x   0.99965957  =   0.99948522
 TL0844
 TL0844                          SUPERSEDED SURVEY CONTROL
 TL0844
 TL0844  NAD 83(1986)-  48 01 32.74093(N)    111 56 02.03190(W) AD(       ) 3
 TL0844  NGVD 29 (05/18/92) 1126.4    (m)         3696.     (f) VERT ANG       
 TL0844
 TL0844.Superseded values are not recommended for survey control.
 TL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0844.See file dsdata.txt to determine how the superseded data were derived.
 TL0844
 TL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU3037019585(NAD 83)
 TL0844_MARKER: DS = TRIANGULATION STATION DISK
 TL0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0844+STABILITY: SURFACE MOTION
 TL0844
 TL0844  HISTORY     - Date     Condition        Report By
 TL0844  HISTORY     - 1947     MONUMENTED       USGS
 TL0844
 TL0844                          STATION DESCRIPTION
 TL0844
 TL0844'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 TL0844'STATION IS LOCATED APPROXIMATELY 4.5 MI. AIRLINE DISTANCE WSW. OF
 TL0844'BRADY, MONTANA, IN SEC. 12, T 26 N, R 3 W.
 TL0844'
 TL0844'TO REACH FROM BRADY, MONTANA, DRIVE NW. ON U.S. HIGHWAY 91 0.6 MI.,
 TL0844'TURN LEFT ON A RD. WHICH CROSSES RAILROAD TRACKS AND CONTINUE 3.3 MI.
 TL0844'TO RD. ON LEFT.  TURN LEFT 0.5 MI.  THENCE RIGHT FOLLOWING FENCE LINE
 TL0844'W. 1.0 MI. TO N-S. FENCE LINE.  TURN LEFT AND FOLLOW S. ALONG FENCE
 TL0844'0.5 MI. TO FENCE CORNER.  THEN FOLLOW TRACKS CROSS COUNTRY SE. 0.3
 TL0844'MI. TO STATION.
 TL0844'
 TL0844'STATION MARK--STANDARD TABLET STAMPED---GROVE 1947---, IN TOP OF
 TL0844'CONCRETE MONUMENT IN GROUND.
 TL0844'
 TL0844'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---REF 1---,
 TL0844'IN TOP OF CONCRETE MONUMENT SET IN GROUND, 35.85 FT. FROM STATION
 TL0844'N 34 DEGREES 57 MINUTES W.
 TL0844'
 TL0844'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---REF 2---,
 TL0844'IN TOP OF CONCRETE MONUMENT SET IN GROUND, 32.48 FT. FROM STATION
 TL0844'N 49 DEGREES 02 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0741 ***********************************************************************
 QX0741  DESIGNATION -  GSAP 1
 QX0741  PID         -  QX0741
 QX0741  STATE/COUNTY-  MT/GALLATIN
 QX0741  USGS QUAD   -  SEDAN (1987)
 QX0741
 QX0741                         *CURRENT SURVEY CONTROL
 QX0741  ___________________________________________________________________
 QX0741* NAD 83(1992)-  45 52 36.94671(N)    110 52 24.71387(W)     ADJUSTED  
 QX0741* NAVD 88     -      2157.0    (meters)    7077.     (feet)  VERTCON   
 QX0741  ___________________________________________________________________
 QX0741  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 QX0741  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 QX0741
 QX0741  HORZ ORDER  -  THIRD
 QX0741
 QX0741.The horizontal coordinates were established by classical geodetic methods
 QX0741.and adjusted by the National Geodetic Survey in July 1992..
 QX0741
 QX0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0741
 QX0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0741
 QX0741.The geoid height was determined by GEOID03.
 QX0741
 QX0741;                    North         East     Units Scale Factor Converg.
 QX0741;SPC MT       -   181,739.235   493,415.563   MT  0.99958701   -1 00 17.1
 QX0741;SPC MT       -   596,257.33  1,618,817.46   iFT  0.99958701   -1 00 17.1
 QX0741;UTM  12      - 5,080,381.454   509,814.427   MT  0.99960118   +0 05 26.8
 QX0741
 QX0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0741!SPC MT       -   0.99966366  x   0.99958701  =   0.99925081
 QX0741!UTM  12      -   0.99966366  x   0.99960118  =   0.99926497
 QX0741
 QX0741:                Primary Azimuth Mark                     Grid Az
 QX0741:SPC MT       -  PARIS                                    172 11 25.8
 QX0741:UTM  12      -  PARIS                                    171 05 41.9
 QX0741
 QX0741|---------------------------------------------------------------------|
 QX0741| PID    Reference Object                     Distance      Geod. Az  |
 QX0741|                                                           dddmmss.s |
 QX0741| QX0743 PARIS                               APPROX. 6.1 KM 1711108.7 |
 QX0741|---------------------------------------------------------------------|
 QX0741
 QX0741                          SUPERSEDED SURVEY CONTROL
 QX0741
 QX0741  NAD 83(1986)-  45 52 36.94105(N)    110 52 24.70218(W) AD(       ) 3
 QX0741  NAD 27      -  45 52 37.18375(N)    110 52 21.89198(W) AD(       ) 3
 QX0741  NGVD 29 (07/19/86) 2155.7    (m)         7072.     (f) VERT ANG       
 QX0741
 QX0741.Superseded values are not recommended for survey control.
 QX0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0741.See file dsdata.txt to determine how the superseded data were derived.
 QX0741
 QX0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR0981480381(NAD 83)
 QX0741_MARKER: DD = SURVEY DISK
 QX0741_SETTING: 66 = SET IN ROCK OUTCROP
 QX0741_SP_SET: SET IN ROCK OUTCROP
 QX0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0741+STABILITY: POSITION/ELEVATION WELL
 QX0741
 QX0741  HISTORY     - Date     Condition        Report By
 QX0741  HISTORY     - 1948     MONUMENTED       USGS
 QX0741
 QX0741                          STATION DESCRIPTION
 QX0741
 QX0741'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0741'STATION IS LOCATED ABOUT 5.0 MI. E. OF HIGHEST POINT OF BRIDGER
 QX0741'MOUNTAINS, IN SMALL SADDLE ON BATTLE RIDGE, ABOUT 0.75 MI. SE. OF
 QX0741'SUMMIT OF SEDAN ROAD.
 QX0741'
 QX0741'TO REACH STATION FROM POST OFFICE AT WILSALL, PROCEED N. ALONG U.S.
 QX0741'HIGHWAY 89 FOR 1.35 MI. TO JUNCTION OF SEDAN ROAD LEADING W.,
 QX0741'FOLLOW SEDAN ROAD FOR 10.3 MI. TO CROSSROADS, CONTINUE AHEAD SW. FOR
 QX0741'2.3 MI. TO RD. LEADING E. AND W., CONTINUE W. FOR 0.3 MI. TO RD. FORK,
 QX0741'FOLLOW RD. S. FOR 5.1 MI. TO SUMMIT OF RD. AT SIGN READING ---BATTLE
 QX0741'RIDGE STATION---, CONTINUE S. ALONG RD. FOR 0.45 MI. AND END OF
 QX0741'TRUCK TRAVEL.  PACK ABOUT 30 MINUTES E. ALONG SLOPE TO SADDLE IN
 QX0741'MAIN RIDGE WHICH RUNS NE. AND SW., STATION IS 71 FT. NE. OF SADDLE
 QX0741'ON TOP OF RIDGE.
 QX0741'
 QX0741'STATION MARK--STANDARD TABLET, STAMPED ---GSAP-1 1948---, SET IN
 QX0741'ROCKS, 71 FT. NE. OF LOWEST POINT OF SADDLE.
 QX0741'
 QX0741'REFERENCE MARK NO. 1--NAIL IN BLAZED AREA ON TREE TRUNK, 14.44 FT.
 QX0741'FROM STATION, S 18 DEG 45 MIN W.
 QX0741'
 QX0741'REFERENCE MARK NO. 2--NAIL IN BLAZED AREA ON TREE TRUNK, 12.32 FT.
 QX0741'FROM STATION, N 62 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9836 ***********************************************************************
 AD9836  SACS        -  This is a Secondary Airport Control Station.
 AD9836  DESIGNATION -  GTF AP STA B2
 AD9836  PID         -  AD9836
 AD9836  STATE/COUNTY-  MT/CASCADE
 AD9836  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 AD9836
 AD9836                         *CURRENT SURVEY CONTROL
 AD9836  ___________________________________________________________________
 AD9836* NAD 83(1999)-  47 29 43.39344(N)    111 22 20.00863(W)     ADJUSTED  
 AD9836* NAVD 88     -      1109.63   (meters)    3640.5    (feet)  GPS OBS   
 AD9836  ___________________________________________________________________
 AD9836  X           -  -1,573,584.000 (meters)                     COMP
 AD9836  Y           -  -4,021,049.945 (meters)                     COMP
 AD9836  Z           -   4,679,958.877 (meters)                     COMP
 AD9836  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AD9836  ELLIP HEIGHT-        1095.51  (meters)          (08/01/01) GPS OBS
 AD9836  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 AD9836
 AD9836  HORZ ORDER  -  FIRST
 AD9836  ELLP ORDER  -  FOURTH    CLASS I
 AD9836
 AD9836.This mark is at Great Falls Intl Airport (GTF)
 AD9836
 AD9836.The horizontal coordinates were established by GPS observations
 AD9836.and adjusted by the National Geodetic Survey in August 2001..
 AD9836.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9836.DATUM ITEM on the data sheet items page.
 AD9836
 AD9836.The orthometric height was determined by GPS observations and a
 AD9836.high-resolution geoid model.
 AD9836
 AD9836.GPS derived orthometric heights for airport stations designated as
 AD9836.PACS or SACS are published to 2 decimal places.  This maintains
 AD9836.centimeter relative accuracy between the PACS and SACS.  It does
 AD9836.not indicate centimeter accuracy relative to other marks which are
 AD9836.part of the NAVD 88 network.
 AD9836
 AD9836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9836
 AD9836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9836
 AD9836.The ellipsoidal height was determined by GPS observations
 AD9836.and is referenced to NAD 83.
 AD9836
 AD9836.The geoid height was determined by GEOID03.
 AD9836
 AD9836;                    North         East     Units Scale Factor Converg.
 AD9836;SPC MT       -   362,304.566   459,021.667   MT  0.99942811   -1 22 10.3
 AD9836;SPC MT       - 1,188,663.27  1,505,976.60   iFT  0.99942811   -1 22 10.3
 AD9836;UTM  12      - 5,260,284.208   471,964.049   MT  0.99960966   -0 16 27.9
 AD9836
 AD9836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9836!SPC MT       -   0.99982832  x   0.99942811  =   0.99925653
 AD9836!UTM  12      -   0.99982832  x   0.99960966  =   0.99943805
 AD9836
 AD9836:                Primary Azimuth Mark                     Grid Az
 AD9836:SPC MT       -  GTF ARP                                  173 22 41.9
 AD9836:UTM  12      -  GTF ARP                                  172 16 59.5
 AD9836
 AD9836|---------------------------------------------------------------------|
 AD9836| PID    Reference Object                     Distance      Geod. Az  |
 AD9836|                                                           dddmmss.s |
 AD9836| AD9834 GTF ARP                             APPROX. 1.4 KM 1720031.6 |
 AD9836|---------------------------------------------------------------------|
 AD9836
 AD9836                          SUPERSEDED SURVEY CONTROL
 AD9836
 AD9836.No superseded survey control is available for this station.
 AD9836
 AD9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7196460284(NAD 83)
 AD9836_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9836_STAMPING: AP 1966 STA B2
 AD9836_MARK LOGO: CGS   
 AD9836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9836+STABILITY: SURFACE MOTION
 AD9836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9836+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2001
 AD9836
 AD9836  HISTORY     - Date     Condition        Report By
 AD9836  HISTORY     - 1966     MONUMENTED       CGS
 AD9836  HISTORY     - 19890617 GOOD             NGS
 AD9836  HISTORY     - 20010602 GOOD             NGS
 AD9836
 AD9836                          STATION DESCRIPTION
 AD9836
 AD9836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD9836'THE STATION IS LOCATED ON THE GREAT FALLS INTL AIRPORT NEAR THE NORTH
 AD9836'END OF RW 16-34, 149.96 FT (45.71 M) EAST OF THE C/L END OF RW END 16,
 AD9836'75.0 FT (22.9 M) EAST OF THE EAST EDGE OF RW END 16 AND DIRECTLY IN
 AD9836'LINE WITH RW END 16, ON THE NORTH EDGE OF A TAXIWAY.  THE STATION IS
 AD9836'MARKED BY A STANDARD TOPOGRAPHIC DISK STAMPED AP 1966 STA B2 SET IN
 AD9836'THE TOP OF AN 8 INCH CONCRETE POST FLUSH WITH THE GROUND.
 AD9836
 AD9836                          STATION RECOVERY (2001)
 AD9836
 AD9836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AD9836'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF GREAT FALLS AT
 AD9836'THE GREAT FALLS INTERNATIONAL AIRPORT.  JUST EAST OF AND IN LINE
 AD9836'WITH THE OLD RUNWAY END 16.   ALONG THE NORTH EDGE OF THE OLD
 AD9836'ABANDONED END TAXIWAY.
 AD9836' 
 AD9836'OWNERSHIP--GREAT FALLS INTERNATIONAL AIRPORT AUTHORITY, 2800
 AD9836'TERMINAL DRIVE, GREAT FALLS, MT.  59404-5599  AIRPORT DIRECTOR IS
 AD9836'CYNTHIA C. SCHULTZ, P.E.  OPERATION MAINTENANCE SUPERVISOR IS
 AD9836'BRUCE SANFORD.  PHONE 406-727-3404  OR FAX 406-727-6929
 AD9836'NOTE--CONTACT AIRPORT DIRECTOR OR OPERATION SUPERVISOR 24-HOURS
 AD9836'IN ADVANCE, ESCORT REQUIRED.
 AD9836' 
 AD9836'TO REACH THE TERMINAL FROM THE JUNCTION OF INTERSTATE HIGHWAY 15
 AD9836'AND AIRPORT DRIVE (EXIT 277)  NEAR THE SOUTHWEST SIDE OF GREAT
 AD9836'FALLS, GO NORTH, THEN NORTHEAST FOR 1.2 KM ON AIRPORT DRIVE TO THE
 AD9836'TERMINAL ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTHWEST, FOR
 AD9836'0.24 KM TO THE TERMINAL AND THE AIRPORT DIRECTORS OFFICE INSIDE
 AD9836'UPSTAIRS AND TO THE LEFT FOR CONTACT AND ESCORT.
 AD9836'NOTE--MAINTENANCE KNOWS WHERE THE MARKS ARE LOCATED.
 AD9836' 
 AD9836'NOTE--THE DATUM POINT IS A LARGE DIMPLE IN THE TOP CENTER OF A
 AD9836'STANDARD BRASS TOPOGRAPHIC STATION DISK SET IN TOP OF A 10-INCH
 AD9836'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 AD9836' 
 AD9836'STATION IS 45.7 M EAST OF THE OLD CENTERLINE END OF RUNWAY END 16,
 AD9836'22.86 M EAST OF THE EAST EDGE OF THE RUNWAY, AND THE STATION IS
 AD9836'LEVEL WITH THE TAXIWAY AND FLUSH WITH THE GROUND SURFACE.  BY
 AD9836'R.G. HAYES
 AD9836' 
 AD9836'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AD9836' 
 AD9836' 
 AD9836' 
 AD9836' 
 AD9836'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9834 ***********************************************************************
 AD9834  PACS        -  This is a Primary Airport Control Station.
 AD9834  DESIGNATION -  GTF ARP
 AD9834  PID         -  AD9834
 AD9834  STATE/COUNTY-  MT/CASCADE
 AD9834  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 AD9834
 AD9834                         *CURRENT SURVEY CONTROL
 AD9834  ___________________________________________________________________
 AD9834* NAD 83(1999)-  47 28 59.61914(N)    111 22 10.94335(W)     ADJUSTED  
 AD9834* NAVD 88     -      1117.03   (meters)    3664.8    (feet)  GPS OBS   
 AD9834  ___________________________________________________________________
 AD9834  X           -  -1,573,772.294 (meters)                     COMP
 AD9834  Y           -  -4,022,051.970 (meters)                     COMP
 AD9834  Z           -   4,679,050.672 (meters)                     COMP
 AD9834  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AD9834  ELLIP HEIGHT-        1102.93  (meters)          (08/01/01) GPS OBS
 AD9834  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 AD9834
 AD9834  HORZ ORDER  -  B
 AD9834  ELLP ORDER  -  FOURTH    CLASS I
 AD9834
 AD9834.This mark is at Great Falls Intl Airport (GTF)
 AD9834
 AD9834.The horizontal coordinates were established by GPS observations
 AD9834.and adjusted by the National Geodetic Survey in August 2001..
 AD9834.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9834.DATUM ITEM on the data sheet items page.
 AD9834
 AD9834.The orthometric height was determined by GPS observations and a
 AD9834.high-resolution geoid model.
 AD9834
 AD9834.GPS derived orthometric heights for airport stations designated as
 AD9834.PACS or SACS are published to 2 decimal places.  This maintains
 AD9834.centimeter relative accuracy between the PACS and SACS.  It does
 AD9834.not indicate centimeter accuracy relative to other marks which are
 AD9834.part of the NAVD 88 network.
 AD9834
 AD9834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9834
 AD9834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9834
 AD9834.The ellipsoidal height was determined by GPS observations
 AD9834.and is referenced to NAD 83.
 AD9834
 AD9834.The geoid height was determined by GEOID03.
 AD9834
 AD9834;                    North         East     Units Scale Factor Converg.
 AD9834;SPC MT       -   360,949.295   459,178.997   MT  0.99942634   -1 22 03.7
 AD9834;SPC MT       - 1,184,216.85  1,506,492.77   iFT  0.99942634   -1 22 03.7
 AD9834;UTM  12      - 5,258,931.945   472,147.286   MT  0.99960953   -0 16 21.0
 AD9834
 AD9834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9834!SPC MT       -   0.99982716  x   0.99942634  =   0.99925359
 AD9834!UTM  12      -   0.99982716  x   0.99960953  =   0.99943675
 AD9834
 AD9834:                Primary Azimuth Mark                     Grid Az
 AD9834:SPC MT       -  GTF AP STA B2                            353 22 42.0
 AD9834:UTM  12      -  GTF AP STA B2                            352 16 59.3
 AD9834
 AD9834|---------------------------------------------------------------------|
 AD9834| PID    Reference Object                     Distance      Geod. Az  |
 AD9834|                                                           dddmmss.s |
 AD9834| AD9836 GTF AP STA B2                       APPROX. 1.4 KM 3520038.3 |
 AD9834|---------------------------------------------------------------------|
 AD9834
 AD9834                          SUPERSEDED SURVEY CONTROL
 AD9834
 AD9834.No superseded survey control is available for this station.
 AD9834
 AD9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7214758932(NAD 83)
 AD9834_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9834_STAMPING: A.R.P. - 1966
 AD9834_MARK LOGO: CGS   
 AD9834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9834+STABILITY: SURFACE MOTION
 AD9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9834+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AD9834
 AD9834  HISTORY     - Date     Condition        Report By
 AD9834  HISTORY     - 1966     MONUMENTED       CGS
 AD9834  HISTORY     - 19890617 GOOD             NGS
 AD9834  HISTORY     - 20010601 GOOD             NGS
 AD9834
 AD9834                          STATION DESCRIPTION
 AD9834
 AD9834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD9834'THE STATION IS LOCATED AT THE GREAT FALLS INTL AIRPORT IN THE MIDFIELD
 AD9834'AREA FORMED BY THE THREE RUNWAYS.  THE STATION IS ABOUT MIDWAY BETWEEN
 AD9834'RUNWAYS 16-34 AND 3-21 ON THE SOUTH SIDE OF RUNWAY 7-25.  THE STATION
 AD9834'IS LOCATED 161.3 FT (49.2 M) SOUTH OF THE SOUTH EDGE OF 7-25, 175.3 FT
 AD9834'(53.4 M) SE OF THE 4TH RUNWAY LIGHT EAST OF THE INTERSECTION WITH
 AD9834'RUNWAY 16-34, AND 185.1 FT (56.4 M) SW OF THE 5TH RUNWAY LIGHT FROM
 AD9834'THE INTERSECTION.  THE STATION IS A STANDARD TOPOGRAPHIC DISK, STAMPED
 AD9834'ARP 1966, SET IN THE TOP OF A 12 INCH CONCRETE POST THAT IS FLUSH WITH
 AD9834'THE GROUND.
 AD9834
 AD9834                          STATION RECOVERY (2001)
 AD9834
 AD9834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AD9834'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF GREAT FALLS AT
 AD9834'THE GREAT FALLS INTERNATIONAL AIRPORT.  NEAR MIDFIELD NEAR THE
 AD9834'NORTH SIDE OF A LARGE GRASS TRIANGLE FORMED BY THE THREE
 AD9834'RUNWAYS AND JUST SOUTH OF RUNWAY 7-25.
 AD9834' 
 AD9834'OWNERSHIP--GREAT FALLS INTERNATIONAL AIRPORT AUTHORITY, 2800
 AD9834'TERMINAL DRIVE, GREAT FALLS, MT.  59404-5599  AIRPORT DIRECTOR IS
 AD9834'CYNTHIA C. SCHULTZ, P.E.  OPERATION MAINTENANCE SUPERVISOR IS
 AD9834'BRUCE SANFORD.  PHONE 406-727-3404  OR FAX 406-727-6929
 AD9834'NOTE--CONTACT AIRPORT DIRECTOR OR OPERATIONS
 AD9834'SUPERVISOR 24-HOURS IN ADVANCE, ESCORT REQUIRED.
 AD9834' 
 AD9834'TO REACH THE TERMINAL FROM THE JUNCTION OF INTERSTATE HIGHWAY 15
 AD9834'AND AIRPORT DRIVE (EXIT 277) NEAR THE SOUTHWEST SIDE OF GREAT
 AD9834'FALLS, GO NORTH THEN NORTHEAST FOR 1.2 KM ON AIRPORT DRIVE TO THE
 AD9834'TERMINAL ENTRANCE ROAD ON THE LEFT. TURN LEFT, NORTHWEST, FOR
 AD9834'0.24 KM TO THE TERMINAL AND THE AIRPORT DIRECTORS OFFICE INSIDE
 AD9834'UPSTAIRS AND TO THE LEFT FOR CONTACT AND ESCORT.
 AD9834'NOTE--MAINTENANCE KNOWS WHERE THE MARKS ARE LOCATED.
 AD9834' 
 AD9834'NOTE--THE DATUM POINT IS A LARGE DIMPLE IN THE TOP CENTER OF A
 AD9834'STANDARD BRASS TOPOGRAPHIC STATION DISK SET IN TOP OF A 12-INCH
 AD9834'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 AD9834' 
 AD9834'STATION IS 56.4 M SOUTHWEST OF THE 5TH RUNWAY LIGHT EAST OF THE
 AD9834'INTERSECTION OF RUNWAYS 7-25 AND 16-34, 53.4 M SOUTHEAST OF THE 4TH
 AD9834'RUNWAY LIGHT EAST OF THE INTERSECTION, 49.16 M SOUTH OF THE SOUTH
 AD9834'EDGE OF RUNWAY 7-25.  BY R.G. HAYES
 AD9834' 
 AD9834'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AD9834' 
 AD9834'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4499 ***********************************************************************
 AJ4499  SACS        -  This is a Secondary Airport Control Station.
 AJ4499  DESIGNATION -  GTF J
 AJ4499  PID         -  AJ4499
 AJ4499  STATE/COUNTY-  MT/CASCADE
 AJ4499  USGS QUAD   -  ANTELOPE BUTTE (1994)
 AJ4499
 AJ4499                         *CURRENT SURVEY CONTROL
 AJ4499  ___________________________________________________________________
 AJ4499* NAD 83(1999)-  47 29 00.45224(N)    111 22 51.79849(W)     ADJUSTED  
 AJ4499* NAVD 88     -      1113.21   (meters)    3652.3    (feet)  GPS OBS   
 AJ4499  ___________________________________________________________________
 AJ4499  X           -  -1,574,561.057 (meters)                     COMP
 AJ4499  Y           -  -4,021,720.099 (meters)                     COMP
 AJ4499  Z           -   4,679,065.240 (meters)                     COMP
 AJ4499  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AJ4499  ELLIP HEIGHT-        1099.10  (meters)          (08/01/01) GPS OBS
 AJ4499  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 AJ4499
 AJ4499  HORZ ORDER  -  FIRST
 AJ4499  ELLP ORDER  -  FOURTH    CLASS I
 AJ4499
 AJ4499.This mark is at Great Falls Intl Airport (GTF)
 AJ4499
 AJ4499.The horizontal coordinates were established by GPS observations
 AJ4499.and adjusted by the National Geodetic Survey in August 2001..
 AJ4499.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ4499.DATUM ITEM on the data sheet items page.
 AJ4499
 AJ4499.The orthometric height was determined by GPS observations and a
 AJ4499.high-resolution geoid model.
 AJ4499
 AJ4499.GPS derived orthometric heights for airport stations designated as
 AJ4499.PACS or SACS are published to 2 decimal places.  This maintains
 AJ4499.centimeter relative accuracy between the PACS and SACS.  It does
 AJ4499.not indicate centimeter accuracy relative to other marks which are
 AJ4499.part of the NAVD 88 network.
 AJ4499
 AJ4499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4499
 AJ4499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4499
 AJ4499.The ellipsoidal height was determined by GPS observations
 AJ4499.and is referenced to NAD 83.
 AJ4499
 AJ4499.The geoid height was determined by GEOID03.
 AJ4499
 AJ4499;                    North         East     Units Scale Factor Converg.
 AJ4499;SPC MT       -   360,995.467   458,325.030   MT  0.99942637   -1 22 33.6
 AJ4499;SPC MT       - 1,184,368.33  1,503,691.04   iFT  0.99942637   -1 22 33.6
 AJ4499;UTM  12      - 5,258,961.792   471,292.436   MT  0.99961013   -0 16 51.1
 AJ4499
 AJ4499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4499!SPC MT       -   0.99982776  x   0.99942637  =   0.99925422
 AJ4499!UTM  12      -   0.99982776  x   0.99961013  =   0.99943795
 AJ4499
 AJ4499                          SUPERSEDED SURVEY CONTROL
 AJ4499
 AJ4499.No superseded survey control is available for this station.
 AJ4499
 AJ4499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT7129258962(NAD 83)
 AJ4499_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4499_SP_SET: 8-FOOT DEEP CONCRETE STORM DRAIN
 AJ4499_STAMPING: GTF J 2001
 AJ4499_MARK LOGO: NGS   
 AJ4499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4499+STABILITY: SURFACE MOTION
 AJ4499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4499+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AJ4499
 AJ4499  HISTORY     - Date     Condition        Report By
 AJ4499  HISTORY     - 20010529 MONUMENTED       NGS
 AJ4499  HISTORY     - 20010601 GOOD             NGS
 AJ4499
 AJ4499                          STATION DESCRIPTION
 AJ4499
 AJ4499'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AJ4499'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF GREAT FALLS AT
 AJ4499'THE GREAT FALLS INTERNATIONAL AIRPORT.  NEAR AND SOUTHWEST OF
 AJ4499'RUNWAY END 7, IN TOP OF A LARGE STORM DRAIN ACCESS BOX.
 AJ4499' 
 AJ4499'OWNERSHIP--GREAT FALLS INTERNATIONAL AIRPORT AUTHORITY 2800
 AJ4499'TERMINAL DRIVE, GREAT FALLS, MT.  59404-5599  AIRPORT DIRECTOR IS
 AJ4499'CYNTHIA C. SCHULTZ, P.E.  OPERATION MAINTENANCE SUPERVISOR IS
 AJ4499'BRUCE SANFORD.  PHONE 406-727-3404  OR FAX 406-727-6929
 AJ4499'NOTE--CONTACT AIRPORT DIRECTOR OR OPERATION
 AJ4499'SUPERVISOR 24-HOURS IN ADVANCE, ESCORT REQUIRED.
 AJ4499' 
 AJ4499'TO REACH THE TERMINAL FROM THE JUNCTION OF INTERSTATE HIGHWAY 15
 AJ4499'AND AIRPORT DRIVE (EXIT 277) NEAR THE SOUTHWEST SIDE OF GREAT
 AJ4499'FALLS, GO NORTH, THEN NORTHEAST FOR 1.2 KM ON AIRPORT DRIVE TO THE
 AJ4499'TERMINAL ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTHWEST FOR
 AJ4499'0.24 KM TO THE TERMINAL AND THE DIRECTORS OFFICE INSIDE UPSTAIRS
 AJ4499'AND TO THE LEFT FOR CONTACT AND ESCORT.  NOTE--MAINTENANCE
 AJ4499'KNOWS WHERE THE MARKS ARE LOCATED.
 AJ4499' 
 AJ4499'NOTE--THE DATUM POINT IS A PUNCH MARK IN THE TOP CENTER OF A
 AJ4499'STANDARD BRASS HORIZONTAL CONTROL DISK SET IN TOP OF AND NEAR
 AJ4499'THE SOUTH CORNER OF A 6 X 6 X 8-FOOT DEEP CONCRETE STORM DRAIN
 AJ4499'ACCESS BOX WITH A 30-INCH ROUND METAL MANHOLE COVER.
 AJ4499' 
 AJ4499'STATION IS 35.3 M SOUTH OF THE EXTENDED RUNWAY END 7 CENTERLINE,
 AJ4499'33.2 M WEST OF THE CLOSED END TAXIWAY CENTER, 24.6 M WEST OF
 AJ4499'CONTROL POINT F-66 SET AT THE WEST EDGE OF THE CLOSED END
 AJ4499'TAXIWAY, 0.3 M NORTH OF THE SOUTH CORNER OF THE ACCESS BOX.   AND
 AJ4499'THE STATION IS ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH THE
 AJ4499'GROUND SURFACE.  BY R.G. HAYES
 AJ4499' 
 AJ4499'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ4499' 
 AJ4499'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1609 ***********************************************************************
 SS1609  DESIGNATION -  GTNK 1
 SS1609  PID         -  SS1609
 SS1609  STATE/COUNTY-  MT/CHOUTEAU
 SS1609  USGS QUAD   -  SHANNON BRIDGE (1987)
 SS1609
 SS1609                         *CURRENT SURVEY CONTROL
 SS1609  ___________________________________________________________________
 SS1609* NAD 83(1992)-  47 54 16.96160(N)    111 22 29.83612(W)     ADJUSTED  
 SS1609* NAVD 88     -      1028.7    (meters)    3375.     (feet)  VERTCON   
 SS1609  ___________________________________________________________________
 SS1609  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 SS1609  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 SS1609
 SS1609  HORZ ORDER  -  THIRD
 SS1609
 SS1609.The horizontal coordinates were established by classical geodetic methods
 SS1609.and adjusted by the National Geodetic Survey in July 1992..
 SS1609
 SS1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1609
 SS1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1609
 SS1609.The geoid height was determined by GEOID03.
 SS1609
 SS1609;                    North         East     Units Scale Factor Converg.
 SS1609;SPC MT       -   407,782.717   459,904.887   MT  0.99951409   -1 22 17.5
 SS1609;SPC MT       - 1,337,869.81  1,508,874.30   iFT  0.99951409   -1 22 17.5
 SS1609;UTM  12      - 5,305,777.434   471,978.634   MT  0.99960965   -0 16 41.6
 SS1609
 SS1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1609!SPC MT       -   0.99984107  x   0.99951409  =   0.99935524
 SS1609!UTM  12      -   0.99984107  x   0.99960965  =   0.99945079
 SS1609
 SS1609                          SUPERSEDED SURVEY CONTROL
 SS1609
 SS1609  NAD 83(1986)-  47 54 16.95754(N)    111 22 29.82426(W) AD(       ) 3
 SS1609  NGVD 29 (05/18/92) 1027.8    (m)         3372.     (f) VERT ANG       
 SS1609
 SS1609.Superseded values are not recommended for survey control.
 SS1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1609.See file dsdata.txt to determine how the superseded data were derived.
 SS1609
 SS1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU7197905777(NAD 83)
 SS1609_MARKER: DS = TRIANGULATION STATION DISK
 SS1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1609+STABILITY: SURFACE MOTION
 SS1609
 SS1609  HISTORY     - Date     Condition        Report By
 SS1609  HISTORY     - 1947     MONUMENTED       USGS
 SS1609
 SS1609                          STATION DESCRIPTION
 SS1609
 SS1609'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1609'STATION IS LOCATED APPROXIMATELY 27 MI. N. OF GREAT FALLS, MONTANA, IN
 SS1609'SEC. 20, T 25 N, R 3 E.  STATION IS ON E. SIDE OF LARGE COULEE ABOUT
 SS1609'50 FT. FROM FIELD LINE TO E. OF STATION.
 SS1609'
 SS1609'STATION MARK-STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1609'STAMPED---GTNK-1 1947---.
 SS1609'
 SS1609'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, DISTANCE 45.65 FT. FROM
 SS1609'STATION MARK S 89 DEGREES 47 MINUTES W.
 SS1609'
 SS1609'REFERENCE MARK NO. 2--A 3/4-IN. IRON PIPE, DISTANCE 52.35 FT. FROM
 SS1609'STATION MARK S 17 DEGREES 36 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0779 ***********************************************************************
 TH0779  DESIGNATION -  GUARD
 TH0779  PID         -  TH0779
 TH0779  STATE/COUNTY-  MT/SHERIDAN
 TH0779  USGS QUAD   -  PLENTYWOOD NW (1983)
 TH0779
 TH0779                         *CURRENT SURVEY CONTROL
 TH0779  ___________________________________________________________________
 TH0779* NAD 83(1992)-  48 59 58.24037(N)    104 40 01.70255(W)     ADJUSTED  
 TH0779* NAVD 88     -       741.     (meters)    2431.     (feet)  SCALED    
 TH0779  ___________________________________________________________________
 TH0779  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 TH0779  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TH0779
 TH0779  HORZ ORDER  -  THIRD
 TH0779
 TH0779.The horizontal coordinates were established by classical geodetic methods
 TH0779.and adjusted by the National Geodetic Survey in July 1992..
 TH0779
 TH0779.The orthometric height was scaled from a topographic map.
 TH0779
 TH0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0779
 TH0779.The geoid height was determined by GEOID03.
 TH0779
 TH0779;                    North         East     Units Scale Factor Converg.
 TH0779;SPC MT       -   538,719.630   953,408.072   MT  0.99999970   +3 32 06.9
 TH0779;SPC MT       - 1,767,452.85  3,127,979.24   iFT  0.99999970   +3 32 06.9
 TH0779;UTM  13      - 5,427,454.818   524,346.470   MT  0.99960728   +0 15 04.4
 TH0779
 TH0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0779!SPC MT       -   0.99988680  x   0.99999970  =   0.99988650
 TH0779!UTM  13      -   0.99988680  x   0.99960728  =   0.99949413
 TH0779
 TH0779:                Primary Azimuth Mark                     Grid Az
 TH0779:SPC MT       -  OUT                                      267 39 11.2
 TH0779:UTM  13      -  OUT                                      270 56 13.7
 TH0779
 TH0779|---------------------------------------------------------------------|
 TH0779| PID    Reference Object                     Distance      Geod. Az  |
 TH0779|                                                           dddmmss.s |
 TH0779| TH0877 OUT                                 APPROX. 4.5 KM 2711118.1 |
 TH0779|---------------------------------------------------------------------|
 TH0779
 TH0779                          SUPERSEDED SURVEY CONTROL
 TH0779
 TH0779  NAD 83(1986)-  48 59 58.24046(N)    104 40 01.70379(W) AD(       ) 3
 TH0779
 TH0779.Superseded values are not recommended for survey control.
 TH0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0779.See file dsdata.txt to determine how the superseded data were derived.
 TH0779
 TH0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ2434627455(NAD 83)
 TH0779_MARKER: DD = SURVEY DISK
 TH0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0779+STABILITY: SURFACE MOTION
 TH0779
 TH0779  HISTORY     - Date     Condition        Report By
 TH0779  HISTORY     - 1911     MONUMENTED       IBC
 TH0779
 TH0779                          STATION DESCRIPTION
 TH0779
 TH0779'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0779'IN SW 1/4 SECTION 6, TOWNSHIP 1, RANGE 20 W, SECOND MERIDIAN.  THE
 TH0779'STATION IS ABOUT 70 METERS NORTH OF THE INTERNATIONAL BOUNDARY,  ON
 TH0779'A SMALL HILL ABOUT MIDWAY BETWEEN MONUMENTS 561 AND 562.
 TH0779'
 TH0779'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN
 TH0779'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0564 ***********************************************************************
 ST0564  DESIGNATION -  GUNSIGHT PEAK LOOKOUT
 ST0564  PID         -  ST0564
 ST0564  STATE/COUNTY-  MT/FLATHEAD
 ST0564  USGS QUAD   -  WHITCOMB PEAK (1994)
 ST0564
 ST0564                         *CURRENT SURVEY CONTROL
 ST0564  ___________________________________________________________________
 ST0564* NAD 83(1992)-  47 58 26.15051(N)    113 19 42.26031(W)     ADJUSTED  
 ST0564* NAVD 88     -                                                        
 ST0564  ___________________________________________________________________
 ST0564  LAPLACE CORR-          10.76  (seconds)                    DEFLEC99
 ST0564  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 ST0564
 ST0564  HORZ ORDER  -  THIRD
 ST0564
 ST0564.The horizontal coordinates were established by classical geodetic methods
 ST0564.and adjusted by the National Geodetic Survey in July 1992..
 ST0564
 ST0564
 ST0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0564
 ST0564.The geoid height was determined by GEOID03.
 ST0564
 ST0564;                    North         East     Units Scale Factor Converg.
 ST0564;SPC MT       -   420,779.579   314,406.995   MT  0.99953374   -2 48 01.8
 ST0564;SPC MT       - 1,380,510.43  1,031,519.01   iFT  0.99953374   -2 48 01.8
 ST0564;UTM  12      - 5,316,026.309   326,228.826   MT  0.99997106   -1 43 48.2
 ST0564
 ST0564                          SUPERSEDED SURVEY CONTROL
 ST0564
 ST0564  NAD 83(1986)-  47 58 26.15962(N)    113 19 42.25188(W) AD(       ) 4
 ST0564  NAD 27      -  47 58 26.35703(N)    113 19 38.95307(W) AD(       ) 3
 ST0564
 ST0564.Superseded values are not recommended for survey control.
 ST0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0564.See file dsdata.txt to determine how the superseded data were derived.
 ST0564
 ST0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU2622916026(NAD 83)
 ST0564
 ST0564  HISTORY     - Date     Condition        Report By
 ST0564  HISTORY     - 1940     MONUMENTED       CGS
 ST0564  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ST0564
 ST0564                          STATION DESCRIPTION
 ST0564
 ST0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0564'GUNSIGHT PEAK FOREST SERVICE LOOKOUT HOUSE IS IN THE FLATHEAD
 ST0564'NATIONAL FOREST ON THE HIGHEST PART OF A LOW TIMBERED MOUNTAIN,
 ST0564'10 MILES NE OF THE SPOTTED BEAR RANGER STATION, 8 MILES SW OF
 ST0564'SCHAFER RANGER STATION, 11 MILES E OF SOUTH FORK OF FLATHEAD
 ST0564'RIVER AND 7 MILES S OF THE MIDDLE FORK OF THE FLATHEAD RIVER.
 ST0564'THE CENTER OF THE HOUSE WAS INTERSECTED.
 ST0564
 ST0564                          STATION RECOVERY (1963)
 ST0564
 ST0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 ST0564'THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0694 ***********************************************************************
 SR0694  DESIGNATION -  GWM 10
 SR0694  PID         -  SR0694
 SR0694  STATE/COUNTY-  MT/FERGUS
 SR0694  USGS QUAD   -  SPRING CREEK JUNCTION (1970)
 SR0694
 SR0694                         *CURRENT SURVEY CONTROL
 SR0694  ___________________________________________________________________
 SR0694* NAD 83(1986)-  47 12 52.     (N)    109 30 39.     (W)     SCALED    
 SR0694* NAVD 88     -      1179.124  (meters)    3868.51   (feet)  ADJUSTED  
 SR0694  ___________________________________________________________________
 SR0694  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 SR0694  DYNAMIC HT  -        1179.005 (meters)    3868.12  (feet)  COMP
 SR0694  MODELED GRAV-     980,471.5   (mgal)                       NAVD 88
 SR0694
 SR0694  VERT ORDER  -  SECOND    CLASS 0
 SR0694
 SR0694.The horizontal coordinates were scaled from a topographic map and have
 SR0694.an estimated accuracy of +/- 6 seconds.
 SR0694
 SR0694.The orthometric height was determined by differential leveling
 SR0694.and adjusted by the National Geodetic Survey in June 1991..
 SR0694
 SR0694.The geoid height was determined by GEOID03.
 SR0694
 SR0694.The dynamic height is computed by dividing the NAVD 88
 SR0694.geopotential number by the normal gravity value computed on the
 SR0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0694.degrees latitude (g = 980.6199 gals.).
 SR0694
 SR0694.The modeled gravity was interpolated from observed gravity values.
 SR0694
 SR0694;                    North         East    Units  Estimated Accuracy
 SR0694;SPC MT       -   329,400.      599,180.      MT  (+/- 180 meters Scaled)
 SR0694
 SR0694                          SUPERSEDED SURVEY CONTROL
 SR0694
 SR0694  NGVD 29 (??/??/92) 1178.247  (m)         3865.63   (f) ADJ UNCH    2 0
 SR0694
 SR0694.Superseded values are not recommended for survey control.
 SR0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0694.See file dsdata.txt to determine how the superseded data were derived.
 SR0694
 SR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT127300(NAD 83)
 SR0694_MARKER: DD = SURVEY DISK
 SR0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0694_STAMPING: GWM 10 1941 3866
 SR0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0694+STABILITY: SURFACE MOTION
 SR0694
 SR0694  HISTORY     - Date     Condition        Report By
 SR0694  HISTORY     - 1941     MONUMENTED       USGS
 SR0694  HISTORY     - 1961     GOOD             NGS
 SR0694
 SR0694                          STATION DESCRIPTION
 SR0694
 SR0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0694'4.45 MI NW FROM BROOKS.
 SR0694'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0694'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0694'THENCE 4.2 MILES WEST ALONG A PAVED ROAD, IN SECTION 23, T 17 N, R 17
 SR0694'E, ON THE CREST OF A HILL SLOPING NORTHWESTERLY, 33 FEET NORTHEAST OF
 SR0694'THE CENTER LINE OF THE ROAD, 27 FEET SOUTHEAST OF A POWER POLE, IN
 SR0694'LINE WITH A ROW OF POWER POLES, 9 FEET EAST OF A CORNER FENCE POST,
 SR0694'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SR0694'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0699 ***********************************************************************
 SR0699  DESIGNATION -  GWM 11
 SR0699  PID         -  SR0699
 SR0699  STATE/COUNTY-  MT/FERGUS
 SR0699  USGS QUAD   -  SPRING CREEK JUNCTION (1970)
 SR0699
 SR0699                         *CURRENT SURVEY CONTROL
 SR0699  ___________________________________________________________________
 SR0699* NAD 83(1986)-  47 14 21.     (N)    109 34 08.     (W)     SCALED    
 SR0699* NAVD 88     -      1103.581  (meters)    3620.67   (feet)  ADJUSTED  
 SR0699  ___________________________________________________________________
 SR0699  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 SR0699  DYNAMIC HT  -        1103.467 (meters)    3620.29  (feet)  COMP
 SR0699  MODELED GRAV-     980,471.7   (mgal)                       NAVD 88
 SR0699
 SR0699  VERT ORDER  -  SECOND    CLASS 0
 SR0699
 SR0699.The horizontal coordinates were scaled from a topographic map and have
 SR0699.an estimated accuracy of +/- 6 seconds.
 SR0699
 SR0699.The orthometric height was determined by differential leveling
 SR0699.and adjusted by the National Geodetic Survey in June 1991..
 SR0699
 SR0699.The geoid height was determined by GEOID03.
 SR0699
 SR0699.The dynamic height is computed by dividing the NAVD 88
 SR0699.geopotential number by the normal gravity value computed on the
 SR0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0699.degrees latitude (g = 980.6199 gals.).
 SR0699
 SR0699.The modeled gravity was interpolated from observed gravity values.
 SR0699
 SR0699;                    North         East    Units  Estimated Accuracy
 SR0699;SPC MT       -   332,150.      594,790.      MT  (+/- 180 meters Scaled)
 SR0699
 SR0699                          SUPERSEDED SURVEY CONTROL
 SR0699
 SR0699  NGVD 29 (??/??/92) 1102.699  (m)         3617.77   (f) ADJ UNCH    2 0
 SR0699
 SR0699.Superseded values are not recommended for survey control.
 SR0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0699.See file dsdata.txt to determine how the superseded data were derived.
 SR0699
 SR0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT083327(NAD 83)
 SR0699_MARKER: DD = SURVEY DISK
 SR0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0699_STAMPING: GWM 11 1941 3618
 SR0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0699+STABILITY: SURFACE MOTION
 SR0699
 SR0699  HISTORY     - Date     Condition        Report By
 SR0699  HISTORY     - 1941     MONUMENTED       USGS
 SR0699  HISTORY     - 1961     GOOD             NGS
 SR0699
 SR0699                          STATION DESCRIPTION
 SR0699
 SR0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0699'7.95 MI NW FROM BROOKS.
 SR0699'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0699'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0699'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, IN SECTION 16, T 17 N, R 17
 SR0699'E, 0.2 MILE EAST OF A SCHOOLHOUSE ON THE NORTH SIDE OF THE ROAD, 33
 SR0699'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 70 FEET SOUTHEAST OF THE
 SR0699'CENTER OF THE JUNCTION OF THE ROAD AND A GRAVELED ROAD LEADING NORTH,
 SR0699'37 FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE, 1.5
 SR0699'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SR0699'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0203 ***********************************************************************
 SR0203  DESIGNATION -  GWM 15
 SR0203  PID         -  SR0203
 SR0203  STATE/COUNTY-  MT/FERGUS
 SR0203  USGS QUAD   -  ROY (1985)
 SR0203
 SR0203                         *CURRENT SURVEY CONTROL
 SR0203  ___________________________________________________________________
 SR0203* NAD 83(1986)-  47 18 28.     (N)    108 57 08.     (W)     SCALED    
 SR0203* NAVD 88     -      1094.345  (meters)    3590.36   (feet)  ADJUSTED  
 SR0203  ___________________________________________________________________
 SR0203  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 SR0203  DYNAMIC HT  -        1094.281 (meters)    3590.15  (feet)  COMP
 SR0203  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 SR0203
 SR0203  VERT ORDER  -  SECOND    CLASS 0
 SR0203
 SR0203.The horizontal coordinates were scaled from a topographic map and have
 SR0203.an estimated accuracy of +/- 6 seconds.
 SR0203
 SR0203.The orthometric height was determined by differential leveling
 SR0203.and adjusted by the National Geodetic Survey in June 1991..
 SR0203
 SR0203.The geoid height was determined by GEOID03.
 SR0203
 SR0203.The dynamic height is computed by dividing the NAVD 88
 SR0203.geopotential number by the normal gravity value computed on the
 SR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0203.degrees latitude (g = 980.6199 gals.).
 SR0203
 SR0203.The modeled gravity was interpolated from observed gravity values.
 SR0203
 SR0203;                    North         East    Units  Estimated Accuracy
 SR0203;SPC MT       -   339,920.      641,400.      MT  (+/- 180 meters Scaled)
 SR0203
 SR0203                          SUPERSEDED SURVEY CONTROL
 SR0203
 SR0203  NGVD 29 (??/??/92) 1093.540  (m)         3587.72   (f) ADJ UNCH    2 0
 SR0203
 SR0203.Superseded values are not recommended for survey control.
 SR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0203.See file dsdata.txt to determine how the superseded data were derived.
 SR0203
 SR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT547414(NAD 83)
 SR0203_MARKER: DD = SURVEY DISK
 SR0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0203_STAMPING: GWM 15 1941 3588
 SR0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0203+STABILITY: SURFACE MOTION
 SR0203
 SR0203  HISTORY     - Date     Condition        Report By
 SR0203  HISTORY     - 1941     MONUMENTED       USGS
 SR0203  HISTORY     - 1961     GOOD             NGS
 SR0203
 SR0203                          STATION DESCRIPTION
 SR0203
 SR0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0203'3.0 MI S FROM ROY.
 SR0203'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0203'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 0.95
 SR0203'MILE SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 20, T 18 N, R 22
 SR0203'E, AT A SHARP CURVE AND 82 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 SR0203'THE ROAD, 151 FEET NORTHEAST OF A BRACED TELEPHONE POLE NUMBERED 3-53,
 SR0203'110 FEET EAST OF A CORNER FENCE POST, 1 FOOT SOUTH OF A FENCE, 2.0
 SR0203'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 SR0203'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0207 ***********************************************************************
 SR0207  DESIGNATION -  GWM 17
 SR0207  PID         -  SR0207
 SR0207  STATE/COUNTY-  MT/FERGUS
 SR0207  USGS QUAD   -  ROY (1985)
 SR0207
 SR0207                         *CURRENT SURVEY CONTROL
 SR0207  ___________________________________________________________________
 SR0207* NAD 83(1986)-  47 15 49.     (N)    108 58 11.     (W)     SCALED    
 SR0207* NAVD 88     -      1105.990  (meters)    3628.57   (feet)  ADJUSTED  
 SR0207  ___________________________________________________________________
 SR0207  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0207  DYNAMIC HT  -        1105.910 (meters)    3628.31  (feet)  COMP
 SR0207  MODELED GRAV-     980,502.4   (mgal)                       NAVD 88
 SR0207
 SR0207  VERT ORDER  -  SECOND    CLASS 0
 SR0207
 SR0207.The horizontal coordinates were scaled from a topographic map and have
 SR0207.an estimated accuracy of +/- 6 seconds.
 SR0207
 SR0207.The orthometric height was determined by differential leveling
 SR0207.and adjusted by the National Geodetic Survey in June 1991..
 SR0207
 SR0207.The geoid height was determined by GEOID03.
 SR0207
 SR0207.The dynamic height is computed by dividing the NAVD 88
 SR0207.geopotential number by the normal gravity value computed on the
 SR0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0207.degrees latitude (g = 980.6199 gals.).
 SR0207
 SR0207.The modeled gravity was interpolated from observed gravity values.
 SR0207
 SR0207;                    North         East    Units  Estimated Accuracy
 SR0207;SPC MT       -   335,000.      640,110.      MT  (+/- 180 meters Scaled)
 SR0207
 SR0207                          SUPERSEDED SURVEY CONTROL
 SR0207
 SR0207  NGVD 29 (??/??/92) 1105.172  (m)         3625.89   (f) ADJ UNCH    2 0
 SR0207
 SR0207.Superseded values are not recommended for survey control.
 SR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0207.See file dsdata.txt to determine how the superseded data were derived.
 SR0207
 SR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT535364(NAD 83)
 SR0207_MARKER: DD = SURVEY DISK
 SR0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0207_STAMPING: GWM 17 1941 3626
 SR0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0207+STABILITY: SURFACE MOTION
 SR0207
 SR0207  HISTORY     - Date     Condition        Report By
 SR0207  HISTORY     - 1941     MONUMENTED       USGS
 SR0207  HISTORY     - 1961     GOOD             NGS
 SR0207
 SR0207                          STATION DESCRIPTION
 SR0207
 SR0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0207'7.3 MI SW FROM ROY.
 SR0207'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0207'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 5.25
 SR0207'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 6, T 17 N, R 22
 SR0207'E. 0.7 MILE EAST OF A CURVE IN THE ROAD, 0.1 MILE EAST OF 2 METAL
 SR0207'CULVERTS, IN THE NORTHWEST CORNER OF AN ABANDONED SCHOOL YARD, 32 FEET
 SR0207'SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST OF A CORNER
 SR0207'FENCE POST, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SR0207'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0209 ***********************************************************************
 SR0209  DESIGNATION -  GWM 18
 SR0209  PID         -  SR0209
 SR0209  STATE/COUNTY-  MT/FERGUS
 SR0209  USGS QUAD   -  ROY (1985)
 SR0209
 SR0209                         *CURRENT SURVEY CONTROL
 SR0209  ___________________________________________________________________
 SR0209* NAD 83(1986)-  47 15 03.     (N)    108 59 07.     (W)     SCALED    
 SR0209* NAVD 88     -      1160.048  (meters)    3805.92   (feet)  ADJUSTED  
 SR0209  ___________________________________________________________________
 SR0209  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SR0209  DYNAMIC HT  -        1159.958 (meters)    3805.63  (feet)  COMP
 SR0209  MODELED GRAV-     980,494.6   (mgal)                       NAVD 88
 SR0209
 SR0209  VERT ORDER  -  SECOND    CLASS 0
 SR0209
 SR0209.The horizontal coordinates were scaled from a topographic map and have
 SR0209.an estimated accuracy of +/- 6 seconds.
 SR0209
 SR0209.The orthometric height was determined by differential leveling
 SR0209.and adjusted by the National Geodetic Survey in June 1991..
 SR0209
 SR0209.The geoid height was determined by GEOID03.
 SR0209
 SR0209.The dynamic height is computed by dividing the NAVD 88
 SR0209.geopotential number by the normal gravity value computed on the
 SR0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0209.degrees latitude (g = 980.6199 gals.).
 SR0209
 SR0209.The modeled gravity was interpolated from observed gravity values.
 SR0209
 SR0209;                    North         East    Units  Estimated Accuracy
 SR0209;SPC MT       -   333,570.      638,940.      MT  (+/- 180 meters Scaled)
 SR0209
 SR0209                          SUPERSEDED SURVEY CONTROL
 SR0209
 SR0209  NGVD 29 (??/??/92) 1159.225  (m)         3803.22   (f) ADJ UNCH    2 0
 SR0209
 SR0209.Superseded values are not recommended for survey control.
 SR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0209.See file dsdata.txt to determine how the superseded data were derived.
 SR0209
 SR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT524350(NAD 83)
 SR0209_MARKER: DD = SURVEY DISK
 SR0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0209_STAMPING: GWM 18 1941 3803
 SR0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0209+STABILITY: SURFACE MOTION
 SR0209
 SR0209  HISTORY     - Date     Condition        Report By
 SR0209  HISTORY     - 1941     MONUMENTED       USGS
 SR0209  HISTORY     - 1961     GOOD             NGS
 SR0209
 SR0209                          STATION DESCRIPTION
 SR0209
 SR0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0209'8.9 MI SW FROM ROY.
 SR0209'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0209'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 6.85
 SR0209'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 12, T 17 N, R 21
 SR0209'E, AT THE NORTHEAST END OF A CURVE AND 36 FEET SOUTHEAST OF THE CENTER
 SR0209'LINE OF THE ROAD, 312 FEET NORTH OF A T-FENCE CORNER IN AN EAST-WEST
 SR0209'FENCE, 5 FEET WEST OF A FENCE, 3.5 FEET EAST OF A METAL WITNESS POST,
 SR0209'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SR0209'CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0214 ***********************************************************************
 SR0214  DESIGNATION -  GWM 19
 SR0214  PID         -  SR0214
 SR0214  STATE/COUNTY-  MT/FERGUS
 SR0214  USGS QUAD   -  GRASS RANGE NW (1986)
 SR0214
 SR0214                         *CURRENT SURVEY CONTROL
 SR0214  ___________________________________________________________________
 SR0214* NAD 83(1986)-  47 13 36.     (N)    108 59 45.     (W)     SCALED    
 SR0214* NAVD 88     -      1184.214  (meters)    3885.21   (feet)  ADJUSTED  
 SR0214  ___________________________________________________________________
 SR0214  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SR0214  DYNAMIC HT  -        1184.115 (meters)    3884.88  (feet)  COMP
 SR0214  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 SR0214
 SR0214  VERT ORDER  -  SECOND    CLASS 0
 SR0214
 SR0214.The horizontal coordinates were scaled from a topographic map and have
 SR0214.an estimated accuracy of +/- 6 seconds.
 SR0214
 SR0214.The orthometric height was determined by differential leveling
 SR0214.and adjusted by the National Geodetic Survey in June 1991..
 SR0214
 SR0214.The geoid height was determined by GEOID03.
 SR0214
 SR0214.The dynamic height is computed by dividing the NAVD 88
 SR0214.geopotential number by the normal gravity value computed on the
 SR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0214.degrees latitude (g = 980.6199 gals.).
 SR0214
 SR0214.The modeled gravity was interpolated from observed gravity values.
 SR0214
 SR0214;                    North         East    Units  Estimated Accuracy
 SR0214;SPC MT       -   330,880.      638,160.      MT  (+/- 180 meters Scaled)
 SR0214
 SR0214                          SUPERSEDED SURVEY CONTROL
 SR0214
 SR0214  NGVD 29 (??/??/92) 1183.389  (m)         3882.50   (f) ADJ UNCH    2 0
 SR0214
 SR0214.Superseded values are not recommended for survey control.
 SR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0214.See file dsdata.txt to determine how the superseded data were derived.
 SR0214
 SR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT517323(NAD 83)
 SR0214_MARKER: DD = SURVEY DISK
 SR0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0214_STAMPING: GWM 19 1941 3882
 SR0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0214+STABILITY: SURFACE MOTION
 SR0214
 SR0214  HISTORY     - Date     Condition        Report By
 SR0214  HISTORY     - 1941     MONUMENTED       USGS
 SR0214  HISTORY     - 1961     GOOD             NGS
 SR0214
 SR0214                          STATION DESCRIPTION
 SR0214
 SR0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0214'10.95 MI SE FROM ROY.
 SR0214'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0214'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 8.9
 SR0214'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 24, T 17 N, R 21
 SR0214'E, 0.3 MILE SOUTHEAST OF A BRUSHY RAVINE, 0.15 MILE NORTHWEST OF A
 SR0214'RAVINE, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 INCHES
 SR0214'SOUTHWEST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 SR0214'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0216 ***********************************************************************
 SR0216  DESIGNATION -  GWM 20
 SR0216  PID         -  SR0216
 SR0216  STATE/COUNTY-  MT/FERGUS
 SR0216  USGS QUAD   -  GRASS RANGE NW (1986)
 SR0216
 SR0216                         *CURRENT SURVEY CONTROL
 SR0216  ___________________________________________________________________
 SR0216* NAD 83(1986)-  47 11 55.     (N)    108 59 25.     (W)     SCALED    
 SR0216* NAVD 88     -      1164.740  (meters)    3821.32   (feet)  ADJUSTED  
 SR0216  ___________________________________________________________________
 SR0216  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 SR0216  DYNAMIC HT  -        1164.645 (meters)    3821.01  (feet)  COMP
 SR0216  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 SR0216
 SR0216  VERT ORDER  -  SECOND    CLASS 0
 SR0216
 SR0216.The horizontal coordinates were scaled from a topographic map and have
 SR0216.an estimated accuracy of +/- 6 seconds.
 SR0216
 SR0216.The orthometric height was determined by differential leveling
 SR0216.and adjusted by the National Geodetic Survey in June 1991..
 SR0216
 SR0216.The geoid height was determined by GEOID03.
 SR0216
 SR0216.The dynamic height is computed by dividing the NAVD 88
 SR0216.geopotential number by the normal gravity value computed on the
 SR0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0216.degrees latitude (g = 980.6199 gals.).
 SR0216
 SR0216.The modeled gravity was interpolated from observed gravity values.
 SR0216
 SR0216;                    North         East    Units  Estimated Accuracy
 SR0216;SPC MT       -   327,770.      638,600.      MT  (+/- 180 meters Scaled)
 SR0216
 SR0216                          SUPERSEDED SURVEY CONTROL
 SR0216
 SR0216  NGVD 29 (??/??/92) 1163.918  (m)         3818.62   (f) ADJ UNCH    2 0
 SR0216
 SR0216.Superseded values are not recommended for survey control.
 SR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0216.See file dsdata.txt to determine how the superseded data were derived.
 SR0216
 SR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT522291(NAD 83)
 SR0216_MARKER: DD = SURVEY DISK
 SR0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0216_STAMPING: GWM 20 1941 3818
 SR0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0216+STABILITY: SURFACE MOTION
 SR0216
 SR0216  HISTORY     - Date     Condition        Report By
 SR0216  HISTORY     - 1941     MONUMENTED       USGS
 SR0216  HISTORY     - 1961     GOOD             NGS
 SR0216
 SR0216                          STATION DESCRIPTION
 SR0216
 SR0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0216'13.0 MI SW FROM ROY.
 SR0216'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0216'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 10.95
 SR0216'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 36, T 17 N, R 21
 SR0216'E, 0.2 MILE SOUTH OF THE CREST OF A SMALL HILL, AT A CURVE AND 124
 SR0216'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 62 FEET EAST OF THE
 SR0216'CENTER OF A GATE ACROSS A DIM TRAIL ROAD WHICH LEADS SOUTH, 3 FEET
 SR0216'NORTHWEST OF A FENCE CORNER POST, 3 FEET NORTH OF A FENCE, 2 1/2 FEET
 SR0216'WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 SR0216'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 SR0216'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0472 ***********************************************************************
 SR0472  DESIGNATION -  GWM 21
 SR0472  PID         -  SR0472
 SR0472  STATE/COUNTY-  MT/FERGUS
 SR0472  USGS QUAD   -  LEWIS PEAK (1985)
 SR0472
 SR0472                         *CURRENT SURVEY CONTROL
 SR0472  ___________________________________________________________________
 SR0472* NAD 83(1986)-  47 11 06.     (N)    109 01 48.     (W)     SCALED    
 SR0472* NAVD 88     -      1167.795  (meters)    3831.34   (feet)  ADJUSTED  
 SR0472  ___________________________________________________________________
 SR0472  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SR0472  DYNAMIC HT  -        1167.692 (meters)    3831.00  (feet)  COMP
 SR0472  MODELED GRAV-     980,483.9   (mgal)                       NAVD 88
 SR0472
 SR0472  VERT ORDER  -  SECOND    CLASS 0
 SR0472
 SR0472.The horizontal coordinates were scaled from a topographic map and have
 SR0472.an estimated accuracy of +/- 6 seconds.
 SR0472
 SR0472.The orthometric height was determined by differential leveling
 SR0472.and adjusted by the National Geodetic Survey in June 1991..
 SR0472
 SR0472.The geoid height was determined by GEOID03.
 SR0472
 SR0472.The dynamic height is computed by dividing the NAVD 88
 SR0472.geopotential number by the normal gravity value computed on the
 SR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0472.degrees latitude (g = 980.6199 gals.).
 SR0472
 SR0472.The modeled gravity was interpolated from observed gravity values.
 SR0472
 SR0472;                    North         East    Units  Estimated Accuracy
 SR0472;SPC MT       -   326,240.      635,600.      MT  (+/- 180 meters Scaled)
 SR0472
 SR0472                          SUPERSEDED SURVEY CONTROL
 SR0472
 SR0472  NGVD 29 (??/??/92) 1166.966  (m)         3828.62   (f) ADJ UNCH    2 0
 SR0472
 SR0472.Superseded values are not recommended for survey control.
 SR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0472.See file dsdata.txt to determine how the superseded data were derived.
 SR0472
 SR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT492276(NAD 83)
 SR0472_MARKER: DD = SURVEY DISK
 SR0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0472_STAMPING: GWM 21 1941 3828
 SR0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0472+STABILITY: SURFACE MOTION
 SR0472
 SR0472  HISTORY     - Date     Condition        Report By
 SR0472  HISTORY     - 1941     MONUMENTED       USGS
 SR0472  HISTORY     - 1961     GOOD             NGS
 SR0472
 SR0472                          STATION DESCRIPTION
 SR0472
 SR0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0472'15.55 MI SW FROM ROY.
 SR0472'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0472'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 13.5
 SR0472'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 2, T 16 N, R 21
 SR0472'E, 0.1 MILE SOUTH OF A METAL CULVERT IN A BRUSHY RAVINE, AT A CURVE
 SR0472'AND 52 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 145 FEET NORTH
 SR0472'OF THE NORTH EDGE OF A WASH IN A RAVINE, 128 FEET SOUTH OF AND ACROSS
 SR0472'THE ROAD FROM A BRACED TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A METAL
 SR0472'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 SR0472'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0474 ***********************************************************************
 SR0474  DESIGNATION -  GWM 22
 SR0474  PID         -  SR0474
 SR0474  STATE/COUNTY-  MT/FERGUS
 SR0474  USGS QUAD   -  LEWIS PEAK (1985)
 SR0474
 SR0474                         *CURRENT SURVEY CONTROL
 SR0474  ___________________________________________________________________
 SR0474* NAD 83(1986)-  47 10 02.     (N)    109 04 02.     (W)     SCALED    
 SR0474* NAVD 88     -      1232.650  (meters)    4044.12   (feet)  ADJUSTED  
 SR0474  ___________________________________________________________________
 SR0474  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 SR0474  DYNAMIC HT  -        1232.535 (meters)    4043.74  (feet)  COMP
 SR0474  MODELED GRAV-     980,475.4   (mgal)                       NAVD 88
 SR0474
 SR0474  VERT ORDER  -  SECOND    CLASS 0
 SR0474
 SR0474.The horizontal coordinates were scaled from a topographic map and have
 SR0474.an estimated accuracy of +/- 6 seconds.
 SR0474
 SR0474.The orthometric height was determined by differential leveling
 SR0474.and adjusted by the National Geodetic Survey in June 1991..
 SR0474
 SR0474.The geoid height was determined by GEOID03.
 SR0474
 SR0474.The dynamic height is computed by dividing the NAVD 88
 SR0474.geopotential number by the normal gravity value computed on the
 SR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0474.degrees latitude (g = 980.6199 gals.).
 SR0474
 SR0474.The modeled gravity was interpolated from observed gravity values.
 SR0474
 SR0474;                    North         East    Units  Estimated Accuracy
 SR0474;SPC MT       -   324,250.      632,790.      MT  (+/- 180 meters Scaled)
 SR0474
 SR0474                          SUPERSEDED SURVEY CONTROL
 SR0474
 SR0474  NGVD 29 (??/??/92) 1231.815  (m)         4041.38   (f) ADJ UNCH    2 0
 SR0474
 SR0474.Superseded values are not recommended for survey control.
 SR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0474.See file dsdata.txt to determine how the superseded data were derived.
 SR0474
 SR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT464255(NAD 83)
 SR0474_MARKER: DD = SURVEY DISK
 SR0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0474_STAMPING: GWM 22 1941 4041
 SR0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0474+STABILITY: SURFACE MOTION
 SR0474
 SR0474  HISTORY     - Date     Condition        Report By
 SR0474  HISTORY     - 1941     MONUMENTED       USGS
 SR0474  HISTORY     - 1961     GOOD             NGS
 SR0474
 SR0474                          STATION DESCRIPTION
 SR0474
 SR0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0474'18.15 MI SW FROM ROY.
 SR0474'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0474'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 16.1
 SR0474'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 9, T 16 N, R 21
 SR0474'E, 0.2 MILE EAST OF A CATTLE GUARD, 25 FEET SOUTH OF THE CENTER LINE
 SR0474'OF THE ROAD, 90 FEET WEST OF THE CENTER OF THE JUNCTION OF THE CENTER
 SR0474'LINES OF THE ROAD AND A DIM TRAIL ROAD LEADING EAST, 2 FEET NORTH OF A
 SR0474'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0474'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0481 ***********************************************************************
 SR0481  DESIGNATION -  GWM 23
 SR0481  PID         -  SR0481
 SR0481  STATE/COUNTY-  MT/FERGUS
 SR0481  USGS QUAD   -  JUDITH PEAK (1985)
 SR0481
 SR0481                         *CURRENT SURVEY CONTROL
 SR0481  ___________________________________________________________________
 SR0481* NAD 83(1986)-  47 08 40.     (N)    109 07 56.     (W)     SCALED    
 SR0481* NAVD 88     -      1282.940  (meters)    4209.11   (feet)  ADJUSTED  
 SR0481  ___________________________________________________________________
 SR0481  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 SR0481  DYNAMIC HT  -        1282.798 (meters)    4208.65  (feet)  COMP
 SR0481  MODELED GRAV-     980,456.8   (mgal)                       NAVD 88
 SR0481
 SR0481  VERT ORDER  -  SECOND    CLASS 0
 SR0481
 SR0481.The horizontal coordinates were scaled from a topographic map and have
 SR0481.an estimated accuracy of +/- 6 seconds.
 SR0481
 SR0481.The orthometric height was determined by differential leveling
 SR0481.and adjusted by the National Geodetic Survey in June 1991..
 SR0481
 SR0481.The geoid height was determined by GEOID03.
 SR0481
 SR0481.The dynamic height is computed by dividing the NAVD 88
 SR0481.geopotential number by the normal gravity value computed on the
 SR0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0481.degrees latitude (g = 980.6199 gals.).
 SR0481
 SR0481.The modeled gravity was interpolated from observed gravity values.
 SR0481
 SR0481;                    North         East    Units  Estimated Accuracy
 SR0481;SPC MT       -   321,690.      627,880.      MT  (+/- 180 meters Scaled)
 SR0481
 SR0481                          SUPERSEDED SURVEY CONTROL
 SR0481
 SR0481  NGVD 29 (??/??/92) 1282.087  (m)         4206.31   (f) ADJ UNCH    2 0
 SR0481
 SR0481.Superseded values are not recommended for survey control.
 SR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0481.See file dsdata.txt to determine how the superseded data were derived.
 SR0481
 SR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT416229(NAD 83)
 SR0481_MARKER: DD = SURVEY DISK
 SR0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0481_STAMPING: GWM 23 1941 4206
 SR0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0481+STABILITY: SURFACE MOTION
 SR0481
 SR0481  HISTORY     - Date     Condition        Report By
 SR0481  HISTORY     - 1941     MONUMENTED       USGS
 SR0481  HISTORY     - 1961     GOOD             NGS
 SR0481
 SR0481                          STATION DESCRIPTION
 SR0481
 SR0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0481'22.25 MI SW FROM ROY.
 SR0481'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0481'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 20.2
 SR0481'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, OR 0.2 MILE SOUTHEAST ALONG
 SR0481'THE GREAT NORTHERN RAILWAY FROM THE STATION AT LEWISTOWN, THENCE 13.65
 SR0481'MILES EAST ALONG U. S. HIGHWAY 87 AND STATE HIGHWAY 20, THENCE 8.7
 SR0481'MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 13, T 16 N, R 20
 SR0481'E, ABOUT 0.45 MILE NORTHWEST OF A SMALL STOCK POND IN A VALLEY, ON THE
 SR0481'CREST OF A NARROW RIDGE AND 41 FEET SOUTHEAST OF THE CENTER LINE OF
 SR0481'THE ROAD, 20 FEET SOUTHWEST OF THE CENTER OF A GATE ACROSS A DIM TRAIL
 SR0481'ROAD, 1 1/2 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL
 SR0481'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 SR0481'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0483 ***********************************************************************
 SR0483  DESIGNATION -  GWM 24
 SR0483  PID         -  SR0483
 SR0483  STATE/COUNTY-  MT/FERGUS
 SR0483  USGS QUAD   -  JUDITH PEAK (1985)
 SR0483
 SR0483                         *CURRENT SURVEY CONTROL
 SR0483  ___________________________________________________________________
 SR0483* NAD 83(1986)-  47 08 08.     (N)    109 10 36.     (W)     SCALED    
 SR0483* NAVD 88     -      1340.651  (meters)    4398.45   (feet)  ADJUSTED  
 SR0483  ___________________________________________________________________
 SR0483  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 SR0483  DYNAMIC HT  -        1340.487 (meters)    4397.91  (feet)  COMP
 SR0483  MODELED GRAV-     980,442.9   (mgal)                       NAVD 88
 SR0483
 SR0483  VERT ORDER  -  SECOND    CLASS 0
 SR0483
 SR0483.The horizontal coordinates were scaled from a topographic map and have
 SR0483.an estimated accuracy of +/- 6 seconds.
 SR0483
 SR0483.The orthometric height was determined by differential leveling
 SR0483.and adjusted by the National Geodetic Survey in June 1991..
 SR0483
 SR0483.The geoid height was determined by GEOID03.
 SR0483
 SR0483.The dynamic height is computed by dividing the NAVD 88
 SR0483.geopotential number by the normal gravity value computed on the
 SR0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0483.degrees latitude (g = 980.6199 gals.).
 SR0483
 SR0483.The modeled gravity was interpolated from observed gravity values.
 SR0483
 SR0483;                    North         East    Units  Estimated Accuracy
 SR0483;SPC MT       -   320,690.      624,510.      MT  (+/- 180 meters Scaled)
 SR0483
 SR0483                          SUPERSEDED SURVEY CONTROL
 SR0483
 SR0483  NGVD 29 (??/??/92) 1339.785  (m)         4395.61   (f) ADJ UNCH    2 0
 SR0483
 SR0483.Superseded values are not recommended for survey control.
 SR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0483.See file dsdata.txt to determine how the superseded data were derived.
 SR0483
 SR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT382218(NAD 83)
 SR0483_MARKER: DD = SURVEY DISK
 SR0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0483_STAMPING: GWM 24 1941 4395
 SR0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0483+STABILITY: SURFACE MOTION
 SR0483
 SR0483  HISTORY     - Date     Condition        Report By
 SR0483  HISTORY     - 1941     MONUMENTED       USGS
 SR0483  HISTORY     - 1961     GOOD             NGS
 SR0483
 SR0483                          STATION DESCRIPTION
 SR0483
 SR0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0483'20.25 MI NE FROM LEWISTOWN.
 SR0483'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0483'STATION AT LEWISTOWN, THENCE 13.65 MILES EAST ALONG U. S. HIGHWAY 87
 SR0483'AND STATE HIGHWAY 20, THENCE 6.4 MILES NORTHEAST ALONG A GRADED DIRT
 SR0483'ROAD, IN SECTION 22, T 16 N, R 20 E, 0.6 MILE NORTH OF THE JUNCTION OF
 SR0483'THE ROAD AND A DIRT ROAD LEADING WEST TO GILTEDGE, 51 FEET NORTHWEST
 SR0483'OF THE CENTER LINE OF THE ROAD, 116 FEET NORTH OF THE JUNCTION OF THE
 SR0483'CENTER LINES OF THE ROAD AND A PRIVATE ROAD, 35 FEET EAST OF THE
 SR0483'CENTER LINE OF THE PRIVATE ROAD, 7 1/2 FEET NORTHWEST OF A FENCE, 5
 SR0483'FEET EAST OF A FENCE, 4 1/2 FEET NORTH OF A GATE BETWEEN THE TWO
 SR0483'FENCES, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SR0483'POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0497 ***********************************************************************
 SR0497  DESIGNATION -  GWM 32
 SR0497  PID         -  SR0497
 SR0497  STATE/COUNTY-  MT/FERGUS
 SR0497  USGS QUAD   -  HORSETHIEF COULEE WEST (1985)
 SR0497
 SR0497                         *CURRENT SURVEY CONTROL
 SR0497  ___________________________________________________________________
 SR0497* NAD 83(1986)-  47 00 19.     (N)    109 10 06.     (W)     SCALED    
 SR0497* NAVD 88     -      1379.975  (meters)    4527.47   (feet)  ADJUSTED  
 SR0497  ___________________________________________________________________
 SR0497  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 SR0497  DYNAMIC HT  -        1379.799 (meters)    4526.89  (feet)  COMP
 SR0497  MODELED GRAV-     980,436.3   (mgal)                       NAVD 88
 SR0497
 SR0497  VERT ORDER  -  SECOND    CLASS 0
 SR0497
 SR0497.The horizontal coordinates were scaled from a topographic map and have
 SR0497.an estimated accuracy of +/- 6 seconds.
 SR0497
 SR0497.The orthometric height was determined by differential leveling
 SR0497.and adjusted by the National Geodetic Survey in June 1991..
 SR0497
 SR0497.The geoid height was determined by GEOID03.
 SR0497
 SR0497.The dynamic height is computed by dividing the NAVD 88
 SR0497.geopotential number by the normal gravity value computed on the
 SR0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0497.degrees latitude (g = 980.6199 gals.).
 SR0497
 SR0497.The modeled gravity was interpolated from observed gravity values.
 SR0497
 SR0497;                    North         East    Units  Estimated Accuracy
 SR0497;SPC MT       -   306,220.      625,210.      MT  (+/- 180 meters Scaled)
 SR0497
 SR0497                          SUPERSEDED SURVEY CONTROL
 SR0497
 SR0497  NGVD 29 (??/??/92) 1379.115  (m)         4524.65   (f) ADJ UNCH    2 0
 SR0497
 SR0497.Superseded values are not recommended for survey control.
 SR0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0497.See file dsdata.txt to determine how the superseded data were derived.
 SR0497
 SR0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT392073(NAD 83)
 SR0497_MARKER: DD = SURVEY DISK
 SR0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0497_STAMPING: GWM 32 1941 4524
 SR0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0497+STABILITY: SURFACE MOTION
 SR0497
 SR0497  HISTORY     - Date     Condition        Report By
 SR0497  HISTORY     - 1941     MONUMENTED       USGS
 SR0497  HISTORY     - 1961     GOOD             NGS
 SR0497
 SR0497                          STATION DESCRIPTION
 SR0497
 SR0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0497'18.1 MI SE FROM LEWISTOWN.
 SR0497'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0497'STATION AT LEWISTOWN, THENCE 13.65 MILES EAST ALONG U. S. HIGHWAY 87
 SR0497'AND STATE HIGHWAY 20, THENCE 4.25 MILES SOUTH ALONG A GRADED DIRT
 SR0497'ROAD, IN SECTION 3, T 14 N, R 20 E, 0.25 MILE NORTHEAST OF A POWER
 SR0497'LINE CROSSING THE ROAD, 0.1 MILE SOUTH OF A CATTLE GUARD, 39 FEET
 SR0497'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 76 FEET SOUTH OF THE
 SR0497'JUNCTION OF THE CENTER LINES OF THE ROAD AND A TRACK ROAD LEADING
 SR0497'NORTHEAST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SR0497'POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0495 ***********************************************************************
 SR0495  DESIGNATION -  GWM 33
 SR0495  PID         -  SR0495
 SR0495  STATE/COUNTY-  MT/FERGUS
 SR0495  USGS QUAD   -  HORSETHIEF COULEE WEST (1985)
 SR0495
 SR0495                         *CURRENT SURVEY CONTROL
 SR0495  ___________________________________________________________________
 SR0495* NAD 83(1986)-  47 01 46.     (N)    109 09 23.     (W)     SCALED    
 SR0495* NAVD 88     -      1300.696  (meters)    4267.37   (feet)  ADJUSTED  
 SR0495  ___________________________________________________________________
 SR0495  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 SR0495  DYNAMIC HT  -        1300.536 (meters)    4266.84  (feet)  COMP
 SR0495  MODELED GRAV-     980,444.5   (mgal)                       NAVD 88
 SR0495
 SR0495  VERT ORDER  -  SECOND    CLASS 0
 SR0495
 SR0495.The horizontal coordinates were scaled from a topographic map and have
 SR0495.an estimated accuracy of +/- 6 seconds.
 SR0495
 SR0495.The orthometric height was determined by differential leveling
 SR0495.and adjusted by the National Geodetic Survey in June 1991..
 SR0495
 SR0495.The geoid height was determined by GEOID03.
 SR0495
 SR0495.The dynamic height is computed by dividing the NAVD 88
 SR0495.geopotential number by the normal gravity value computed on the
 SR0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0495.degrees latitude (g = 980.6199 gals.).
 SR0495
 SR0495.The modeled gravity was interpolated from observed gravity values.
 SR0495
 SR0495;                    North         East    Units  Estimated Accuracy
 SR0495;SPC MT       -   308,910.      626,100.      MT  (+/- 180 meters Scaled)
 SR0495
 SR0495                          SUPERSEDED SURVEY CONTROL
 SR0495
 SR0495  NGVD 29 (??/??/92) 1299.836  (m)         4264.55   (f) ADJ UNCH    2 0
 SR0495
 SR0495.Superseded values are not recommended for survey control.
 SR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0495.See file dsdata.txt to determine how the superseded data were derived.
 SR0495
 SR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT400100(NAD 83)
 SR0495_MARKER: DD = SURVEY DISK
 SR0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0495_STAMPING: GWM 33 1941 4264
 SR0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0495+STABILITY: SURFACE MOTION
 SR0495
 SR0495  HISTORY     - Date     Condition        Report By
 SR0495  HISTORY     - 1941     MONUMENTED       USGS
 SR0495  HISTORY     - 1961     GOOD             NGS
 SR0495
 SR0495                          STATION DESCRIPTION
 SR0495
 SR0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0495'16.0 MI SE FROM LEWISTOWN.
 SR0495'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0495'STATION AT LEWISTOWN, THENCE 13.6 MILES EAST ALONG U. S. HIGHWAY 87
 SR0495'AND STATE HIGHWAY 20, THENCE 2.15 MILES SOUTH ALONG A GRADED DIRT
 SR0495'ROAD, IN SECTION 26, T 15 N, R 20 E, 0.15 MILE NORTHEAST OF THE CREST
 SR0495'OF A HILL, 38 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1
 SR0495'FOOT NORTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 SR0495'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SR0495'CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0493 ***********************************************************************
 SR0493  DESIGNATION -  GWM 34
 SR0493  PID         -  SR0493
 SR0493  STATE/COUNTY-  MT/FERGUS
 SR0493  USGS QUAD   -  HORSETHIEF COULEE WEST (1985)
 SR0493
 SR0493                         *CURRENT SURVEY CONTROL
 SR0493  ___________________________________________________________________
 SR0493* NAD 83(1986)-  47 03 28.     (N)    109 09 08.     (W)     SCALED    
 SR0493* NAVD 88     -      1232.256  (meters)    4042.83   (feet)  ADJUSTED  
 SR0493  ___________________________________________________________________
 SR0493  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 SR0493  DYNAMIC HT  -        1232.107 (meters)    4042.34  (feet)  COMP
 SR0493  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 SR0493
 SR0493  VERT ORDER  -  SECOND    CLASS 0
 SR0493
 SR0493.The horizontal coordinates were scaled from a topographic map and have
 SR0493.an estimated accuracy of +/- 6 seconds.
 SR0493
 SR0493.The orthometric height was determined by differential leveling
 SR0493.and adjusted by the National Geodetic Survey in June 1991..
 SR0493
 SR0493.The geoid height was determined by GEOID03.
 SR0493
 SR0493.The dynamic height is computed by dividing the NAVD 88
 SR0493.geopotential number by the normal gravity value computed on the
 SR0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0493.degrees latitude (g = 980.6199 gals.).
 SR0493
 SR0493.The modeled gravity was interpolated from observed gravity values.
 SR0493
 SR0493;                    North         East    Units  Estimated Accuracy
 SR0493;SPC MT       -   312,060.      626,410.      MT  (+/- 180 meters Scaled)
 SR0493
 SR0493                          SUPERSEDED SURVEY CONTROL
 SR0493
 SR0493  NGVD 29 (??/??/92) 1231.398  (m)         4040.01   (f) ADJ UNCH    2 0
 SR0493
 SR0493.Superseded values are not recommended for survey control.
 SR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0493.See file dsdata.txt to determine how the superseded data were derived.
 SR0493
 SR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT403132(NAD 83)
 SR0493_MARKER: DD = SURVEY DISK
 SR0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0493_STAMPING: GWM 34 1941 4040
 SR0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0493+STABILITY: SURFACE MOTION
 SR0493
 SR0493  HISTORY     - Date     Condition        Report By
 SR0493  HISTORY     - 1941     MONUMENTED       USGS
 SR0493  HISTORY     - 1961     GOOD             NGS
 SR0493
 SR0493                          STATION DESCRIPTION
 SR0493
 SR0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0493'13.85 MI E FROM LEWISTOWN.
 SR0493'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0493'STATION AT LEWISTOWN, THENCE 13.65 MILES EAST ALONG U. S. HIGHWAY 87
 SR0493'AND STATE HIGHWAY 20, IN SECTION 14, T 15 N, R 20 E, 0.2 MILE SOUTH OF
 SR0493'THE DISTRICT NUMBER 98 SCHOOL AT CHEADLE, 40 FEET SOUTH OF THE CENTER
 SR0493'LINE OF THE HIGHWAY, 95 FEET SOUTHWEST OF THE INTERSECTION OF THE
 SR0493'CENTER LINES OF THE HIGHWAY AND A DIRT ROAD LEADING NORTHEAST TO ROY,
 SR0493'84 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 32 FEET
 SR0493'EAST OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A
 SR0493'METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 SR0493'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0488 ***********************************************************************
 SR0488  DESIGNATION -  GWM 35
 SR0488  PID         -  SR0488
 SR0488  STATE/COUNTY-  MT/FERGUS
 SR0488  USGS QUAD   -  HORSETHIEF COULEE WEST (1985)
 SR0488
 SR0488                         *CURRENT SURVEY CONTROL
 SR0488  ___________________________________________________________________
 SR0488* NAD 83(1986)-  47 04 57.     (N)    109 09 16.     (W)     SCALED    
 SR0488* NAVD 88     -      1266.775  (meters)    4156.08   (feet)  ADJUSTED  
 SR0488  ___________________________________________________________________
 SR0488  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 SR0488  DYNAMIC HT  -        1266.624 (meters)    4155.58  (feet)  COMP
 SR0488  MODELED GRAV-     980,449.3   (mgal)                       NAVD 88
 SR0488
 SR0488  VERT ORDER  -  SECOND    CLASS 0
 SR0488
 SR0488.The horizontal coordinates were scaled from a topographic map and have
 SR0488.an estimated accuracy of +/- 6 seconds.
 SR0488
 SR0488.The orthometric height was determined by differential leveling
 SR0488.and adjusted by the National Geodetic Survey in June 1991..
 SR0488
 SR0488.The geoid height was determined by GEOID03.
 SR0488
 SR0488.The dynamic height is computed by dividing the NAVD 88
 SR0488.geopotential number by the normal gravity value computed on the
 SR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0488.degrees latitude (g = 980.6199 gals.).
 SR0488
 SR0488.The modeled gravity was interpolated from observed gravity values.
 SR0488
 SR0488;                    North         East    Units  Estimated Accuracy
 SR0488;SPC MT       -   314,800.      626,230.      MT  (+/- 180 meters Scaled)
 SR0488
 SR0488                          SUPERSEDED SURVEY CONTROL
 SR0488
 SR0488  NGVD 29 (??/??/92) 1265.918  (m)         4153.27   (f) ADJ UNCH    2 0
 SR0488
 SR0488.Superseded values are not recommended for survey control.
 SR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0488.See file dsdata.txt to determine how the superseded data were derived.
 SR0488
 SR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT400159(NAD 83)
 SR0488_MARKER: DD = SURVEY DISK
 SR0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0488_STAMPING: GWM 35 1941 4153
 SR0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0488+STABILITY: SURFACE MOTION
 SR0488
 SR0488  HISTORY     - Date     Condition        Report By
 SR0488  HISTORY     - 1941     MONUMENTED       USGS
 SR0488  HISTORY     - 1961     GOOD             NGS
 SR0488
 SR0488                          STATION DESCRIPTION
 SR0488
 SR0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0488'15.75 MI NE FROM LEWISTOWN.
 SR0488'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0488'STATION AT LEWISTOWN, THENCE 13.65 MILES EAST ALONG U. S. HIGHWAY 87
 SR0488'AND STATE HIGHWAY 20, THENCE 1.9 MILES NORTHEAST ALONG A GRADED DIRT
 SR0488'ROAD, IN SECTION 11, T 15 N, R 20 E, 0.1 MILE SOUTHEAST OF A CURVE IN
 SR0488'THE ROAD, 0.1 MILE NORTHWEST OF A CORRAL ON THE SOUTHWEST SIDE OF THE
 SR0488'ROAD, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 SR0488'NORTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST,
 SR0488'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SR0488'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0485 ***********************************************************************
 SR0485  DESIGNATION -  GWM 36
 SR0485  PID         -  SR0485
 SR0485  STATE/COUNTY-  MT/FERGUS
 SR0485  USGS QUAD   -  HORSETHIEF COULEE WEST (1985)
 SR0485
 SR0485                         *CURRENT SURVEY CONTROL
 SR0485  ___________________________________________________________________
 SR0485* NAD 83(1986)-  47 06 20.     (N)    109 10 47.     (W)     SCALED    
 SR0485* NAVD 88     -      1343.241  (meters)    4406.95   (feet)  ADJUSTED  
 SR0485  ___________________________________________________________________
 SR0485  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 SR0485  DYNAMIC HT  -        1343.071 (meters)    4406.39  (feet)  COMP
 SR0485  MODELED GRAV-     980,439.4   (mgal)                       NAVD 88
 SR0485
 SR0485  VERT ORDER  -  SECOND    CLASS 0
 SR0485
 SR0485.The horizontal coordinates were scaled from a topographic map and have
 SR0485.an estimated accuracy of +/- 6 seconds.
 SR0485
 SR0485.The orthometric height was determined by differential leveling
 SR0485.and adjusted by the National Geodetic Survey in June 1991..
 SR0485
 SR0485.The geoid height was determined by GEOID03.
 SR0485
 SR0485.The dynamic height is computed by dividing the NAVD 88
 SR0485.geopotential number by the normal gravity value computed on the
 SR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0485.degrees latitude (g = 980.6199 gals.).
 SR0485
 SR0485.The modeled gravity was interpolated from observed gravity values.
 SR0485
 SR0485;                    North         East    Units  Estimated Accuracy
 SR0485;SPC MT       -   317,360.      624,300.      MT  (+/- 180 meters Scaled)
 SR0485
 SR0485                          SUPERSEDED SURVEY CONTROL
 SR0485
 SR0485  NGVD 29 (??/??/92) 1342.372  (m)         4404.10   (f) ADJ UNCH    2 0
 SR0485
 SR0485.Superseded values are not recommended for survey control.
 SR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0485.See file dsdata.txt to determine how the superseded data were derived.
 SR0485
 SR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT381185(NAD 83)
 SR0485_MARKER: DD = SURVEY DISK
 SR0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0485_STAMPING: GWM 36 1941 4404
 SR0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0485+STABILITY: SURFACE MOTION
 SR0485
 SR0485  HISTORY     - Date     Condition        Report By
 SR0485  HISTORY     - 1941     MONUMENTED       USGS
 SR0485  HISTORY     - 1961     GOOD             NGS
 SR0485
 SR0485                          STATION DESCRIPTION
 SR0485
 SR0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0485'17.85 MI NE FROM LEWISTOWN.
 SR0485'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0485'STATION AT LEWISTOWN, THENCE 13.65 MILES EAST ALONG U. S. HIGHWAY 87
 SR0485'AND STATE HIGHWAY 20.  THENCE 4.0 MILES NORTHEAST ALONG A GRADED DIRT
 SR0485'ROAD, IN SECTION 34, T 16 N, R 20 E, 0.9 MILE SOUTHWEST OF A RANCH
 SR0485'HOUSE, 0.7 MILE SOUTHWEST OF A WOODEN BRIDGE OVER WHISKEY CREEK, 0.25
 SR0485'MILE NORTHWEST OF A POWER LINE CROSSING THE ROAD, 41 FEET WEST OF THE
 SR0485'CENTER LINE OF THE ROAD, 47 FEET SOUTHWEST OF THE JUNCTION OF THE
 SR0485'CENTER LINES OF THE ROAD AND A GRADED DIRT ROAD LEADING WEST, 23 FEET
 SR0485'SOUTH OF THE CENTER LINE OF THE DIRT ROAD LEADING WEST, 4 FEET
 SR0485'NORTHWEST OF A FENCE CORNER, 3 FEET NORTH OF A FENCE, 2.0 FEET SOUTH
 SR0485'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SR0485'OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0535 ***********************************************************************
 SR0535  DESIGNATION -  GWM 37
 SR0535  PID         -  SR0535
 SR0535  STATE/COUNTY-  MT/FERGUS
 SR0535  USGS QUAD   -  HORSETHIEF COULEE EAST (1985)
 SR0535
 SR0535                         *CURRENT SURVEY CONTROL
 SR0535  ___________________________________________________________________
 SR0535* NAD 83(1986)-  47 03 41.     (N)    109 06 49.     (W)     SCALED    
 SR0535* NAVD 88     -      1233.417  (meters)    4046.64   (feet)  ADJUSTED  
 SR0535  ___________________________________________________________________
 SR0535  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 SR0535  DYNAMIC HT  -        1233.282 (meters)    4046.19  (feet)  COMP
 SR0535  MODELED GRAV-     980,460.3   (mgal)                       NAVD 88
 SR0535
 SR0535  VERT ORDER  -  SECOND    CLASS 0
 SR0535
 SR0535.The horizontal coordinates were scaled from a topographic map and have
 SR0535.an estimated accuracy of +/- 6 seconds.
 SR0535
 SR0535.The orthometric height was determined by differential leveling
 SR0535.and adjusted by the National Geodetic Survey in June 1991..
 SR0535
 SR0535.The geoid height was determined by GEOID03.
 SR0535
 SR0535.The dynamic height is computed by dividing the NAVD 88
 SR0535.geopotential number by the normal gravity value computed on the
 SR0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0535.degrees latitude (g = 980.6199 gals.).
 SR0535
 SR0535.The modeled gravity was interpolated from observed gravity values.
 SR0535
 SR0535;                    North         East    Units  Estimated Accuracy
 SR0535;SPC MT       -   312,470.      629,340.      MT  (+/- 180 meters Scaled)
 SR0535
 SR0535                          SUPERSEDED SURVEY CONTROL
 SR0535
 SR0535  NGVD 29 (??/??/92) 1232.574  (m)         4043.87   (f) ADJ UNCH    2 0
 SR0535
 SR0535.Superseded values are not recommended for survey control.
 SR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0535.See file dsdata.txt to determine how the superseded data were derived.
 SR0535
 SR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT432137(NAD 83)
 SR0535_MARKER: DD = SURVEY DISK
 SR0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0535_STAMPING: GWM 37 1941 4044
 SR0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0535+STABILITY: SURFACE MOTION
 SR0535
 SR0535  HISTORY     - Date     Condition        Report By
 SR0535  HISTORY     - 1941     MONUMENTED       USGS
 SR0535  HISTORY     - 1961     GOOD             NGS
 SR0535
 SR0535                          STATION DESCRIPTION
 SR0535
 SR0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0535'15.75 MI E FROM LEWISTOWN.
 SR0535'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0535'STATION AT LEWISTOWN, THENCE 15.55 MILES EAST ALONG U. S. HIGHWAY 87
 SR0535'AND STATE HIGHWAY 20, IN SECTION 18, T 15 N, R 21 E, 39 FEET NORTH OF
 SR0535'THE CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF THE EAST END OF THE FT.
 SR0535'MCGINNES SIGN BOARD, 5 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 SR0535'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0533 ***********************************************************************
 SR0533  DESIGNATION -  GWM 38
 SR0533  PID         -  SR0533
 SR0533  STATE/COUNTY-  MT/FERGUS
 SR0533  USGS QUAD   -  HORSETHIEF COULEE EAST (1985)
 SR0533
 SR0533                         *CURRENT SURVEY CONTROL
 SR0533  ___________________________________________________________________
 SR0533* NAD 83(1986)-  47 03 40.     (N)    109 04 16.     (W)     SCALED    
 SR0533* NAVD 88     -      1176.194  (meters)    3858.90   (feet)  ADJUSTED  
 SR0533  ___________________________________________________________________
 SR0533  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 SR0533  DYNAMIC HT  -        1176.073 (meters)    3858.50  (feet)  COMP
 SR0533  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 SR0533
 SR0533  VERT ORDER  -  SECOND    CLASS 0
 SR0533
 SR0533.The horizontal coordinates were scaled from a topographic map and have
 SR0533.an estimated accuracy of +/- 6 seconds.
 SR0533
 SR0533.The orthometric height was determined by differential leveling
 SR0533.and adjusted by the National Geodetic Survey in June 1991..
 SR0533
 SR0533.The geoid height was determined by GEOID03.
 SR0533
 SR0533.The dynamic height is computed by dividing the NAVD 88
 SR0533.geopotential number by the normal gravity value computed on the
 SR0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0533.degrees latitude (g = 980.6199 gals.).
 SR0533
 SR0533.The modeled gravity was interpolated from observed gravity values.
 SR0533
 SR0533;                    North         East    Units  Estimated Accuracy
 SR0533;SPC MT       -   312,460.      632,560.      MT  (+/- 180 meters Scaled)
 SR0533
 SR0533                          SUPERSEDED SURVEY CONTROL
 SR0533
 SR0533  NGVD 29 (??/??/92) 1175.361  (m)         3856.16   (f) ADJ UNCH    2 0
 SR0533
 SR0533.Superseded values are not recommended for survey control.
 SR0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0533.See file dsdata.txt to determine how the superseded data were derived.
 SR0533
 SR0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT464137(NAD 83)
 SR0533_MARKER: DD = SURVEY DISK
 SR0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0533_STAMPING: GWM 38 1941 3856
 SR0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0533+STABILITY: SURFACE MOTION
 SR0533
 SR0533  HISTORY     - Date     Condition        Report By
 SR0533  HISTORY     - 1941     MONUMENTED       USGS
 SR0533  HISTORY     - 1961     GOOD             NGS
 SR0533
 SR0533                          STATION DESCRIPTION
 SR0533
 SR0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0533'17.85 MI E FROM LEWISTOWN.
 SR0533'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0533'STATION AT LEWISTOWN, THENCE 17.65 MILES EAST ALONG U. S. HIGHWAY 87
 SR0533'AND STATE HIGHWAY 20, IN SECTION 16, T 15 N, R 21 E, 0.4 MILE EAST OF
 SR0533'A SMALL BRIDGE, 0.25 MILE EAST OF THE JUNCTION OF THE HIGHWAY AND A
 SR0533'TRACK ROAD LEADING SOUTH, 170 FEET EAST OF A WOODEN FEDERAL AID
 SR0533'PROJECT MARKER POST NUMBERED 229-E 2, 60 FEET SOUTH OF THE CENTER LINE
 SR0533'OF THE HIGHWAY, 88 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A
 SR0533'FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0533'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0531 ***********************************************************************
 SR0531  DESIGNATION -  GWM 39
 SR0531  PID         -  SR0531
 SR0531  STATE/COUNTY-  MT/FERGUS
 SR0531  USGS QUAD   -  HORSETHIEF COULEE EAST (1985)
 SR0531
 SR0531                         *CURRENT SURVEY CONTROL
 SR0531  ___________________________________________________________________
 SR0531* NAD 83(1986)-  47 03 43.     (N)    109 02 01.     (W)     SCALED    
 SR0531* NAVD 88     -      1150.379  (meters)    3774.20   (feet)  ADJUSTED  
 SR0531  ___________________________________________________________________
 SR0531  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 SR0531  DYNAMIC HT  -        1150.262 (meters)    3773.82  (feet)  COMP
 SR0531  MODELED GRAV-     980,471.8   (mgal)                       NAVD 88
 SR0531
 SR0531  VERT ORDER  -  SECOND    CLASS 0
 SR0531
 SR0531.The horizontal coordinates were scaled from a topographic map and have
 SR0531.an estimated accuracy of +/- 6 seconds.
 SR0531
 SR0531.The orthometric height was determined by differential leveling
 SR0531.and adjusted by the National Geodetic Survey in June 1991..
 SR0531
 SR0531.The geoid height was determined by GEOID03.
 SR0531
 SR0531.The dynamic height is computed by dividing the NAVD 88
 SR0531.geopotential number by the normal gravity value computed on the
 SR0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0531.degrees latitude (g = 980.6199 gals.).
 SR0531
 SR0531.The modeled gravity was interpolated from observed gravity values.
 SR0531
 SR0531;                    North         East    Units  Estimated Accuracy
 SR0531;SPC MT       -   312,570.      635,410.      MT  (+/- 180 meters Scaled)
 SR0531
 SR0531                          SUPERSEDED SURVEY CONTROL
 SR0531
 SR0531  NGVD 29 (??/??/92) 1149.550  (m)         3771.48   (f) ADJ UNCH    2 0
 SR0531
 SR0531.Superseded values are not recommended for survey control.
 SR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0531.See file dsdata.txt to determine how the superseded data were derived.
 SR0531
 SR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT493139(NAD 83)
 SR0531_MARKER: DD = SURVEY DISK
 SR0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0531_STAMPING: GWM 39 1941 3771
 SR0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0531+STABILITY: SURFACE MOTION
 SR0531
 SR0531  HISTORY     - Date     Condition        Report By
 SR0531  HISTORY     - 1941     MONUMENTED       USGS
 SR0531  HISTORY     - 1961     GOOD             NGS
 SR0531
 SR0531                          STATION DESCRIPTION
 SR0531
 SR0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0531'19.65 MI E FROM LEWISTOWN.
 SR0531'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0531'STATION AT LEWISTOWN, THENCE 19.45 MILES EAST ALONG U. S. HIGHWAY 87
 SR0531'AND STATE HIGHWAY 20, IN SECTION 14, T 15 N, R 21 E, MIDWAY BETWEEN
 SR0531'TWO JOGS IN THE FENCE ON THE NORTH SIDE OF THE HIGHWAY, 69 FEET NORTH
 SR0531'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF A TELEPHONE POLE, 1
 SR0531'FOOT SOUTH OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2
 SR0531'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SR0531'CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0156 ***********************************************************************
 SR0156  DESIGNATION -  GWM 47
 SR0156  PID         -  SR0156
 SR0156  STATE/COUNTY-  MT/FERGUS
 SR0156  USGS QUAD   -  GRASS RANGE (1986)
 SR0156
 SR0156                         *CURRENT SURVEY CONTROL
 SR0156  ___________________________________________________________________
 SR0156* NAD 83(1986)-  47 03 18.     (N)    108 48 05.     (W)     SCALED    
 SR0156* NAVD 88     -      1040.994  (meters)    3415.33   (feet)  ADJUSTED  
 SR0156  ___________________________________________________________________
 SR0156  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 SR0156  DYNAMIC HT  -        1040.911 (meters)    3415.06  (feet)  COMP
 SR0156  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 SR0156
 SR0156  VERT ORDER  -  SECOND    CLASS 0
 SR0156
 SR0156.The horizontal coordinates were scaled from a topographic map and have
 SR0156.an estimated accuracy of +/- 6 seconds.
 SR0156
 SR0156.The orthometric height was determined by differential leveling
 SR0156.and adjusted by the National Geodetic Survey in June 1991..
 SR0156
 SR0156.The geoid height was determined by GEOID03.
 SR0156
 SR0156.The dynamic height is computed by dividing the NAVD 88
 SR0156.geopotential number by the normal gravity value computed on the
 SR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0156.degrees latitude (g = 980.6199 gals.).
 SR0156
 SR0156.The modeled gravity was interpolated from observed gravity values.
 SR0156
 SR0156;                    North         East    Units  Estimated Accuracy
 SR0156;SPC MT       -   311,930.      653,050.      MT  (+/- 180 meters Scaled)
 SR0156
 SR0156                          SUPERSEDED SURVEY CONTROL
 SR0156
 SR0156  NGVD 29 (??/??/92) 1040.207  (m)         3412.75   (f) ADJ UNCH    2 0
 SR0156
 SR0156.Superseded values are not recommended for survey control.
 SR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0156.See file dsdata.txt to determine how the superseded data were derived.
 SR0156
 SR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT669136(NAD 83)
 SR0156_MARKER: DD = SURVEY DISK
 SR0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0156_STAMPING: GWM 47 1947 3413
 SR0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0156+STABILITY: SURFACE MOTION
 SR0156
 SR0156  HISTORY     - Date     Condition        Report By
 SR0156  HISTORY     - 1941     MONUMENTED       USGS
 SR0156  HISTORY     - 1961     GOOD             NGS
 SR0156
 SR0156                          STATION DESCRIPTION
 SR0156
 SR0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0156'2.35 MI N FROM GRASS RANGE.
 SR0156'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0156'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.3 MILE WEST
 SR0156'ALONG STATE HIGHWAY 20, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT
 SR0156'ROAD, IN SECTION 10, T 15 N, R 23 E, AT A CURVE AND 100 FEET SOUTHEAST
 SR0156'OF THE CENTER LINE OF THE ROAD, 310 FEET EAST OF THE CENTER LINE OF
 SR0156'STATE HIGHWAY 19, 106 FEET WEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF
 SR0156'A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0156'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0169 ***********************************************************************
 SR0169  DESIGNATION -  GWM 51
 SR0169  PID         -  SR0169
 SR0169  STATE/COUNTY-  MT/FERGUS
 SR0169  USGS QUAD   -  FISH DAM (1986)
 SR0169
 SR0169                         *CURRENT SURVEY CONTROL
 SR0169  ___________________________________________________________________
 SR0169* NAD 83(1986)-  47 05 56.     (N)    108 55 20.     (W)     SCALED    
 SR0169* NAVD 88     -      1104.734  (meters)    3624.45   (feet)  ADJUSTED  
 SR0169  ___________________________________________________________________
 SR0169  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 SR0169  DYNAMIC HT  -        1104.635 (meters)    3624.12  (feet)  COMP
 SR0169  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 SR0169
 SR0169  VERT ORDER  -  SECOND    CLASS 0
 SR0169
 SR0169.The horizontal coordinates were scaled from a topographic map and have
 SR0169.an estimated accuracy of +/- 6 seconds.
 SR0169
 SR0169.The orthometric height was determined by differential leveling
 SR0169.and adjusted by the National Geodetic Survey in June 1991..
 SR0169
 SR0169.The geoid height was determined by GEOID03.
 SR0169
 SR0169.The dynamic height is computed by dividing the NAVD 88
 SR0169.geopotential number by the normal gravity value computed on the
 SR0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0169.degrees latitude (g = 980.6199 gals.).
 SR0169
 SR0169.The modeled gravity was interpolated from observed gravity values.
 SR0169
 SR0169;                    North         East    Units  Estimated Accuracy
 SR0169;SPC MT       -   316,730.      643,840.      MT  (+/- 180 meters Scaled)
 SR0169
 SR0169                          SUPERSEDED SURVEY CONTROL
 SR0169
 SR0169  NGVD 29 (??/??/92) 1103.923  (m)         3621.79   (f) ADJ UNCH    2 0
 SR0169
 SR0169.Superseded values are not recommended for survey control.
 SR0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0169.See file dsdata.txt to determine how the superseded data were derived.
 SR0169
 SR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT576182(NAD 83)
 SR0169_MARKER: DD = SURVEY DISK
 SR0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0169_STAMPING: GWM 51 1941 3622
 SR0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0169+STABILITY: SURFACE MOTION
 SR0169
 SR0169  HISTORY     - Date     Condition        Report By
 SR0169  HISTORY     - 1941     MONUMENTED       USGS
 SR0169  HISTORY     - 1961     GOOD             NGS
 SR0169
 SR0169                          STATION DESCRIPTION
 SR0169
 SR0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0169'27.6 MI NE FROM LEWISTOWN.
 SR0169'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0169'STATION AT LEWISTOWN, THENCE 22.25 MILES EAST ALONG U. S. HIGHWAY 87
 SR0169'AND STATE HIGHWAY 20, THENCE 5.15 MILES NORTHEAST ALONG A GRADED DIRT
 SR0169'ROAD, IN SECTION 34, T 16 N, R 22 E, 0.5 MILE NORTH OF A SCHOOLHOUSE,
 SR0169'93 FEET WEST OF THE CENTER LINE OF THE ROAD, 89 FEET NORTHWEST OF THE
 SR0169'CENTER OF THE JUNCTION OF THE ROAD AND A GRADED DIRT ROAD LEADING
 SR0169'WEST, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 1
 SR0169'FOOT SOUTH OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST,
 SR0169'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0169'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0736 ***********************************************************************
 SR0736  DESIGNATION -  GWM 60
 SR0736  PID         -  SR0736
 SR0736  STATE/COUNTY-  MT/FERGUS
 SR0736  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0736
 SR0736                         *CURRENT SURVEY CONTROL
 SR0736  ___________________________________________________________________
 SR0736* NAD 83(1986)-  47 15 57.     (N)    109 33 52.     (W)     SCALED    
 SR0736* NAVD 88     -      1136.352  (meters)    3728.18   (feet)  ADJUSTED  
 SR0736  ___________________________________________________________________
 SR0736  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 SR0736  DYNAMIC HT  -        1136.240 (meters)    3727.81  (feet)  COMP
 SR0736  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 SR0736
 SR0736  VERT ORDER  -  SECOND    CLASS 0
 SR0736
 SR0736.The horizontal coordinates were scaled from a topographic map and have
 SR0736.an estimated accuracy of +/- 6 seconds.
 SR0736
 SR0736.The orthometric height was determined by differential leveling
 SR0736.and adjusted by the National Geodetic Survey in June 1991..
 SR0736
 SR0736.The geoid height was determined by GEOID03.
 SR0736
 SR0736.The dynamic height is computed by dividing the NAVD 88
 SR0736.geopotential number by the normal gravity value computed on the
 SR0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0736.degrees latitude (g = 980.6199 gals.).
 SR0736
 SR0736.The modeled gravity was interpolated from observed gravity values.
 SR0736
 SR0736;                    North         East    Units  Estimated Accuracy
 SR0736;SPC MT       -   335,120.      595,130.      MT  (+/- 180 meters Scaled)
 SR0736
 SR0736                          SUPERSEDED SURVEY CONTROL
 SR0736
 SR0736  NGVD 29 (??/??/92) 1135.475  (m)         3725.30   (f) ADJ UNCH    2 0
 SR0736
 SR0736.Superseded values are not recommended for survey control.
 SR0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0736.See file dsdata.txt to determine how the superseded data were derived.
 SR0736
 SR0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT085357(NAD 83)
 SR0736_MARKER: DD = SURVEY DISK
 SR0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0736_STAMPING: GWM 60 3725 1941
 SR0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0736+STABILITY: SURFACE MOTION
 SR0736
 SR0736  HISTORY     - Date     Condition        Report By
 SR0736  HISTORY     - 1941     MONUMENTED       USGS
 SR0736  HISTORY     - 1961     GOOD             NGS
 SR0736
 SR0736                          STATION DESCRIPTION
 SR0736
 SR0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0736'9.9 MI NW FROM BROOKS.
 SR0736'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0736'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0736'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 1.95 MILES NORTH
 SR0736'ALONG A GRAVELED ROAD, IN SECTION 4, T 17 N, R 17 E, 0.35 MILE NORTH
 SR0736'OF A FARMHOUSE ON THE WEST SIDE OF THE ROAD, 163 FEET NORTH OF THE
 SR0736'CENTER LINE OF A ROAD LEADING WEST, 36 FEET WEST OF THE CENTER LINE OF
 SR0736'THE ROAD, 127 FEET SOUTH OF A BRACED POWER POLE, 2 1/2 FEET EAST OF A
 SR0736'FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, LEVEL WITH THE ROAD,
 SR0736'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0734 ***********************************************************************
 SR0734  DESIGNATION -  GWM 61
 SR0734  PID         -  SR0734
 SR0734  STATE/COUNTY-  MT/FERGUS
 SR0734  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0734
 SR0734                         *CURRENT SURVEY CONTROL
 SR0734  ___________________________________________________________________
 SR0734* NAD 83(1986)-  47 17 32.     (N)    109 33 15.     (W)     SCALED    
 SR0734* NAVD 88     -      1195.678  (meters)    3922.82   (feet)  ADJUSTED  
 SR0734  ___________________________________________________________________
 SR0734  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 SR0734  DYNAMIC HT  -        1195.565 (meters)    3922.45  (feet)  COMP
 SR0734  MODELED GRAV-     980,476.4   (mgal)                       NAVD 88
 SR0734
 SR0734  VERT ORDER  -  SECOND    CLASS 0
 SR0734
 SR0734.The horizontal coordinates were scaled from a topographic map and have
 SR0734.an estimated accuracy of +/- 6 seconds.
 SR0734
 SR0734.The orthometric height was determined by differential leveling
 SR0734.and adjusted by the National Geodetic Survey in June 1991..
 SR0734
 SR0734.The geoid height was determined by GEOID03.
 SR0734
 SR0734.The dynamic height is computed by dividing the NAVD 88
 SR0734.geopotential number by the normal gravity value computed on the
 SR0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0734.degrees latitude (g = 980.6199 gals.).
 SR0734
 SR0734.The modeled gravity was interpolated from observed gravity values.
 SR0734
 SR0734;                    North         East    Units  Estimated Accuracy
 SR0734;SPC MT       -   338,050.      595,910.      MT  (+/- 180 meters Scaled)
 SR0734
 SR0734                          SUPERSEDED SURVEY CONTROL
 SR0734
 SR0734  NGVD 29 (??/??/92) 1194.808  (m)         3919.97   (f) ADJ UNCH    2 0
 SR0734
 SR0734.Superseded values are not recommended for survey control.
 SR0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0734.See file dsdata.txt to determine how the superseded data were derived.
 SR0734
 SR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT093386(NAD 83)
 SR0734_MARKER: DD = SURVEY DISK
 SR0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0734_STAMPING: GWM 61 3920 1941
 SR0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0734+STABILITY: SURFACE MOTION
 SR0734
 SR0734  HISTORY     - Date     Condition        Report By
 SR0734  HISTORY     - 1941     MONUMENTED       USGS
 SR0734  HISTORY     - 1961     GOOD             NGS
 SR0734
 SR0734                          STATION DESCRIPTION
 SR0734
 SR0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0734'11.9 MI NW FROM BROOKS.
 SR0734'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0734'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0734'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 3.95 MILES NORTH
 SR0734'ALONG A GRAVELED ROAD, IN SECTION 28, T 18 N, R 17 E, 0.1 MILE SOUTH
 SR0734'OF A SHARP CURVE IN THE ROAD, 27 FEET WEST OF THE CENTER LINE OF THE
 SR0734'ROAD, 124 YARDS NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 SR0734'WEST TO A FARM BELONGING TO MR. MARTIN NOLL, 78 FEET NORTHWEST OF AND
 SR0734'ACROSS THE ROAD FROM A BRACED POWER POLE, 13 FEET EAST OF A FENCE, 1.5
 SR0734'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 SR0734'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0727 ***********************************************************************
 SR0727  DESIGNATION -  GWM 62
 SR0727  PID         -  SR0727
 SR0727  STATE/COUNTY-  MT/FERGUS
 SR0727  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0727
 SR0727                         *CURRENT SURVEY CONTROL
 SR0727  ___________________________________________________________________
 SR0727* NAD 83(1986)-  47 19 06.     (N)    109 33 10.     (W)     SCALED    
 SR0727* NAVD 88     -      1198.046  (meters)    3930.59   (feet)  ADJUSTED  
 SR0727  ___________________________________________________________________
 SR0727  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0727  DYNAMIC HT  -        1197.940 (meters)    3930.24  (feet)  COMP
 SR0727  MODELED GRAV-     980,482.3   (mgal)                       NAVD 88
 SR0727
 SR0727  VERT ORDER  -  SECOND    CLASS 0
 SR0727
 SR0727.The horizontal coordinates were scaled from a topographic map and have
 SR0727.an estimated accuracy of +/- 6 seconds.
 SR0727
 SR0727.The orthometric height was determined by differential leveling
 SR0727.and adjusted by the National Geodetic Survey in June 1991..
 SR0727
 SR0727.The geoid height was determined by GEOID03.
 SR0727
 SR0727.The dynamic height is computed by dividing the NAVD 88
 SR0727.geopotential number by the normal gravity value computed on the
 SR0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0727.degrees latitude (g = 980.6199 gals.).
 SR0727
 SR0727.The modeled gravity was interpolated from observed gravity values.
 SR0727
 SR0727;                    North         East    Units  Estimated Accuracy
 SR0727;SPC MT       -   340,950.      596,010.      MT  (+/- 180 meters Scaled)
 SR0727
 SR0727                          SUPERSEDED SURVEY CONTROL
 SR0727
 SR0727  NGVD 29 (??/??/92) 1197.184  (m)         3927.76   (f) ADJ UNCH    2 0
 SR0727
 SR0727.Superseded values are not recommended for survey control.
 SR0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0727.See file dsdata.txt to determine how the superseded data were derived.
 SR0727
 SR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT093415(NAD 83)
 SR0727_MARKER: DD = SURVEY DISK
 SR0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0727_STAMPING: GWM 62 3928 1941
 SR0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0727+STABILITY: SURFACE MOTION
 SR0727
 SR0727  HISTORY     - Date     Condition        Report By
 SR0727  HISTORY     - 1941     MONUMENTED       USGS
 SR0727  HISTORY     - 1961     GOOD             NGS
 SR0727
 SR0727                          STATION DESCRIPTION
 SR0727
 SR0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0727'13.9 MI NW FROM BROOKS.
 SR0727'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0727'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0727'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 5.95 MILES NORTH
 SR0727'ALONG A GRAVELED ROAD, IN SECTION 15, T 18 N, R 17 E, 34 FEET
 SR0727'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ON THE CREST OF A HILL, 1
 SR0727'1/2 FEET NORTHEAST OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 SR0727'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SR0727'A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0725 ***********************************************************************
 SR0725  DESIGNATION -  GWM 63
 SR0725  PID         -  SR0725
 SR0725  STATE/COUNTY-  MT/FERGUS
 SR0725  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0725
 SR0725                         *CURRENT SURVEY CONTROL
 SR0725  ___________________________________________________________________
 SR0725* NAD 83(1986)-  47 20 19.     (N)    109 32 37.     (W)     SCALED    
 SR0725* NAVD 88     -      1157.526  (meters)    3797.65   (feet)  ADJUSTED  
 SR0725  ___________________________________________________________________
 SR0725  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 SR0725  DYNAMIC HT  -        1157.427 (meters)    3797.33  (feet)  COMP
 SR0725  MODELED GRAV-     980,486.6   (mgal)                       NAVD 88
 SR0725
 SR0725  VERT ORDER  -  SECOND    CLASS 0
 SR0725
 SR0725.The horizontal coordinates were scaled from a topographic map and have
 SR0725.an estimated accuracy of +/- 6 seconds.
 SR0725
 SR0725.The orthometric height was determined by differential leveling
 SR0725.and adjusted by the National Geodetic Survey in June 1991..
 SR0725
 SR0725.The geoid height was determined by GEOID03.
 SR0725
 SR0725.The dynamic height is computed by dividing the NAVD 88
 SR0725.geopotential number by the normal gravity value computed on the
 SR0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0725.degrees latitude (g = 980.6199 gals.).
 SR0725
 SR0725.The modeled gravity was interpolated from observed gravity values.
 SR0725
 SR0725;                    North         East    Units  Estimated Accuracy
 SR0725;SPC MT       -   343,200.      596,710.      MT  (+/- 180 meters Scaled)
 SR0725
 SR0725                          SUPERSEDED SURVEY CONTROL
 SR0725
 SR0725  NGVD 29 (??/??/92) 1156.664  (m)         3794.82   (f) ADJ UNCH    2 0
 SR0725
 SR0725.Superseded values are not recommended for survey control.
 SR0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0725.See file dsdata.txt to determine how the superseded data were derived.
 SR0725
 SR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT100438(NAD 83)
 SR0725_MARKER: DD = SURVEY DISK
 SR0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0725_STAMPING: GWM 63 3795 1941
 SR0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0725+STABILITY: SURFACE MOTION
 SR0725
 SR0725  HISTORY     - Date     Condition        Report By
 SR0725  HISTORY     - 1941     MONUMENTED       USGS
 SR0725  HISTORY     - 1961     GOOD             NGS
 SR0725
 SR0725                          STATION DESCRIPTION
 SR0725
 SR0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0725'15.85 MI NW FROM BROOKS.
 SR0725'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0725'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0725'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 6.9 MILES NORTH ALONG
 SR0725'A GRAVELED ROAD, THENCE 1.0 MILE NORTHEAST ALONG A GRAVELED ROAD, IN
 SR0725'SECTION 10, T 18 N, R 17 E, AT A CURVE AND 82 FEET NORTHWEST OF THE
 SR0725'CENTER LINE OF THE ROAD, 59 FEET EAST OF A T-FENCE CORNER POST, 1 1/2
 SR0725'FEET SOUTH OF FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 SR0725'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SR0725'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0723 ***********************************************************************
 SR0723  DESIGNATION -  GWM 64
 SR0723  PID         -  SR0723
 SR0723  STATE/COUNTY-  MT/FERGUS
 SR0723  USGS QUAD   -  SEVENTYTWO HILLS (1978)
 SR0723
 SR0723                         *CURRENT SURVEY CONTROL
 SR0723  ___________________________________________________________________
 SR0723* NAD 83(1986)-  47 20 58.     (N)    109 30 52.     (W)     SCALED    
 SR0723* NAVD 88     -      1164.966  (meters)    3822.06   (feet)  ADJUSTED  
 SR0723  ___________________________________________________________________
 SR0723  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 SR0723  DYNAMIC HT  -        1164.867 (meters)    3821.73  (feet)  COMP
 SR0723  MODELED GRAV-     980,487.0   (mgal)                       NAVD 88
 SR0723
 SR0723  VERT ORDER  -  SECOND    CLASS 0
 SR0723
 SR0723.The horizontal coordinates were scaled from a topographic map and have
 SR0723.an estimated accuracy of +/- 6 seconds.
 SR0723
 SR0723.The orthometric height was determined by differential leveling
 SR0723.and adjusted by the National Geodetic Survey in June 1991..
 SR0723
 SR0723.The geoid height was determined by GEOID03.
 SR0723
 SR0723.The dynamic height is computed by dividing the NAVD 88
 SR0723.geopotential number by the normal gravity value computed on the
 SR0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0723.degrees latitude (g = 980.6199 gals.).
 SR0723
 SR0723.The modeled gravity was interpolated from observed gravity values.
 SR0723
 SR0723;                    North         East    Units  Estimated Accuracy
 SR0723;SPC MT       -   344,400.      598,910.      MT  (+/- 180 meters Scaled)
 SR0723
 SR0723                          SUPERSEDED SURVEY CONTROL
 SR0723
 SR0723  NGVD 29 (??/??/92) 1164.104  (m)         3819.23   (f) ADJ UNCH    2 0
 SR0723
 SR0723.Superseded values are not recommended for survey control.
 SR0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0723.See file dsdata.txt to determine how the superseded data were derived.
 SR0723
 SR0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT122450(NAD 83)
 SR0723_MARKER: DD = SURVEY DISK
 SR0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0723_STAMPING: GWM 64 3819 1941
 SR0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0723+STABILITY: SURFACE MOTION
 SR0723
 SR0723  HISTORY     - Date     Condition        Report By
 SR0723  HISTORY     - 1941     MONUMENTED       USGS
 SR0723  HISTORY     - 1961     GOOD             NGS
 SR0723
 SR0723                          STATION DESCRIPTION
 SR0723
 SR0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0723'17.8 MI NW FROM BROOKS.
 SR0723'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0723'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0723'THENCE 7.7 MILES WEST ALONG A PAVED ROAD, THENCE 6.9 MILES NORTH ALONG
 SR0723'A GRAVELED ROAD, THENCE 2.1 MILES NORTHEAST ALONG A GRAVELED ROAD,
 SR0723'THENCE 0.85 MILE EAST ALONG A GRADED DIRT ROAD.  OR 8.4 MILES WEST
 SR0723'ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT MOULTON, IN SECTION
 SR0723'2, T 18 N, R 17 E, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29
 SR0723'FEET NORTHWEST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTHEAST,
 SR0723'WEST OF AND AT THE FOOT OF A LONG HILL, 1 1/2 FEET SOUTH OF A FENCE,
 SR0723'1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 SR0723'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0723'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0345 ***********************************************************************
 TL0345  DESIGNATION -  GWM 69 RESET
 TL0345  PID         -  TL0345
 TL0345  STATE/COUNTY-  MT/TOOLE
 TL0345  USGS QUAD   -  LEDGER NW (1967)
 TL0345
 TL0345                         *CURRENT SURVEY CONTROL
 TL0345  ___________________________________________________________________
 TL0345* NAD 83(1986)-  48 25 48.     (N)    111 53 56.     (W)     SCALED    
 TL0345* NAVD 88     -       952.969  (meters)    3126.53   (feet)  ADJUSTED  
 TL0345  ___________________________________________________________________
 TL0345  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 TL0345  DYNAMIC HT  -         953.014 (meters)    3126.68  (feet)  COMP
 TL0345  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 TL0345
 TL0345  VERT ORDER  -  FIRST     CLASS II
 TL0345
 TL0345.The horizontal coordinates were scaled from a topographic map and have
 TL0345.an estimated accuracy of +/- 6 seconds.
 TL0345
 TL0345.The orthometric height was determined by differential leveling
 TL0345.and adjusted by the National Geodetic Survey in June 1991..
 TL0345
 TL0345.The geoid height was determined by GEOID03.
 TL0345
 TL0345.The dynamic height is computed by dividing the NAVD 88
 TL0345.geopotential number by the normal gravity value computed on the
 TL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0345.degrees latitude (g = 980.6199 gals.).
 TL0345
 TL0345.The modeled gravity was interpolated from observed gravity values.
 TL0345
 TL0345;                    North         East    Units  Estimated Accuracy
 TL0345;SPC MT       -   467,210.      422,560.      MT  (+/- 180 meters Scaled)
 TL0345
 TL0345                          SUPERSEDED SURVEY CONTROL
 TL0345
 TL0345.No superseded survey control is available for this station.
 TL0345
 TL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU335644(NAD 83)
 TL0345_MARKER: DB = BENCH MARK DISK
 TL0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TL0345_SP_SET: BRIDGE ABUTMENT
 TL0345_STAMPING: GWM 69 1938 RESET 1976
 TL0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0345
 TL0345  HISTORY     - Date     Condition        Report By
 TL0345  HISTORY     - 1976     MONUMENTED       USGS
 TL0345  HISTORY     - 1978     GOOD             NGS
 TL0345
 TL0345                          STATION DESCRIPTION
 TL0345
 TL0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0345'6.3 MI SOUTH FROM SHELBY.
 TL0345'6.3 MILES SOUTH ALONG INTERSTATE 15 FROM THE OVERPASS AT HIGHWAY 2 IN
 TL0345'SHELBY, AT THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE ON
 TL0345'INTERSTATE 15 NORTHBOUND OVER MARIAS RIVER, 25.9 FEET EAST OF THE
 TL0345'CENTERLINE OF INTERSTATE 15 NORTH BOUND.
 TL0345'THE MARK IS ABOVE LEVEL WITH INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0476 ***********************************************************************
 SR0476  DESIGNATION -  GWM 8
 SR0476  PID         -  SR0476
 SR0476  STATE/COUNTY-  MT/FERGUS
 SR0476  USGS QUAD   -  LEWIS PEAK (1985)
 SR0476
 SR0476                         *CURRENT SURVEY CONTROL
 SR0476  ___________________________________________________________________
 SR0476* NAD 83(1986)-  47 09 48.     (N)    109 06 34.     (W)     SCALED    
 SR0476* NAVD 88     -      1245.666  (meters)    4086.82   (feet)  ADJUSTED  
 SR0476  ___________________________________________________________________
 SR0476  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 SR0476  DYNAMIC HT  -        1245.533 (meters)    4086.39  (feet)  COMP
 SR0476  MODELED GRAV-     980,462.4   (mgal)                       NAVD 88
 SR0476
 SR0476  VERT ORDER  -  SECOND    CLASS 0
 SR0476
 SR0476.The horizontal coordinates were scaled from a topographic map and have
 SR0476.an estimated accuracy of +/- 6 seconds.
 SR0476
 SR0476.The orthometric height was determined by differential leveling
 SR0476.and adjusted by the National Geodetic Survey in June 1991..
 SR0476
 SR0476.The geoid height was determined by GEOID03.
 SR0476
 SR0476.The dynamic height is computed by dividing the NAVD 88
 SR0476.geopotential number by the normal gravity value computed on the
 SR0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0476.degrees latitude (g = 980.6199 gals.).
 SR0476
 SR0476.The modeled gravity was interpolated from observed gravity values.
 SR0476
 SR0476;                    North         East    Units  Estimated Accuracy
 SR0476;SPC MT       -   323,800.      629,600.      MT  (+/- 180 meters Scaled)
 SR0476
 SR0476                          SUPERSEDED SURVEY CONTROL
 SR0476
 SR0476  NGVD 29 (??/??/92) 1244.814  (m)         4084.03   (f) ADJ UNCH    2 0
 SR0476
 SR0476.Superseded values are not recommended for survey control.
 SR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0476.See file dsdata.txt to determine how the superseded data were derived.
 SR0476
 SR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT432250(NAD 83)
 SR0476_MARKER: DD = SURVEY DISK
 SR0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0476_STAMPING: GWM 8 1941 4084
 SR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0476+STABILITY: SURFACE MOTION
 SR0476
 SR0476  HISTORY     - Date     Condition        Report By
 SR0476  HISTORY     - 1941     MONUMENTED       USGS
 SR0476  HISTORY     - 1961     GOOD             NGS
 SR0476
 SR0476                          STATION DESCRIPTION
 SR0476
 SR0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0476'20.25 MI SW FROM ROY.
 SR0476'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0476'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 18.2
 SR0476'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 7, T 16 N, R 21
 SR0476'E, ON THE INSIDE OF A CURVE AND 19 FEET SOUTHEAST OF THE CENTER LINE
 SR0476'OF THE ROAD, 29 FEET EAST OF THE CENTER OF THE JUNCTION OF THE CENTER
 SR0476'LINES OF THE ROAD AND A PRIVATE DIRT ROAD LEADING NORTHWEST TO THE
 SR0476'EDGAR CRIPPS AND SONS HEREFORD RANCH, 1 FOOT EAST OF A WOVEN-WIRE
 SR0476'FENCE, 281 FEET SOUTHWEST OF A POWER POLE, ABOUT LEVEL WITH THE ROAD,
 SR0476'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0538 ***********************************************************************
 SR0538  DESIGNATION -  GWM 86
 SR0538  PID         -  SR0538
 SR0538  STATE/COUNTY-  MT/FERGUS
 SR0538  USGS QUAD   -  LEWISTOWN (1985)
 SR0538
 SR0538                         *CURRENT SURVEY CONTROL
 SR0538  ___________________________________________________________________
 SR0538* NAD 83(1992)-  47 03 19.52871(N)    109 27 38.90992(W)     ADJUSTED  
 SR0538* NAVD 88     -      1254.705  (meters)    4116.48   (feet)  ADJUSTED  
 SR0538  ___________________________________________________________________
 SR0538  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 SR0538  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 SR0538  DYNAMIC HT  -        1254.545 (meters)    4115.95  (feet)  COMP
 SR0538  MODELED GRAV-     980,441.7   (mgal)                       NAVD 88
 SR0538
 SR0538  HORZ ORDER  -  SECOND
 SR0538  VERT ORDER  -  FIRST     CLASS II
 SR0538
 SR0538.This mark is at Lewistown Municipal Airport (LWT)
 SR0538
 SR0538.The horizontal coordinates were established by classical geodetic methods
 SR0538.and adjusted by the National Geodetic Survey in July 1992..
 SR0538
 SR0538.The orthometric height was determined by differential leveling
 SR0538.and adjusted by the National Geodetic Survey in June 1991..
 SR0538.WARNING-Repeat measurements at this control monument indicate possible
 SR0538.vertical movement.
 SR0538
 SR0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0538
 SR0538.The geoid height was determined by GEOID03.
 SR0538
 SR0538.The dynamic height is computed by dividing the NAVD 88
 SR0538.geopotential number by the normal gravity value computed on the
 SR0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0538.degrees latitude (g = 980.6199 gals.).
 SR0538
 SR0538.The modeled gravity was interpolated from observed gravity values.
 SR0538
 SR0538;                    North         East     Units Scale Factor Converg.
 SR0538;SPC MT       -   311,736.047   602,975.871   MT  0.99939291   +0 01 43.2
 SR0538;SPC MT       - 1,022,756.06  1,978,267.29   iFT  0.99939291   +0 01 43.2
 SR0538;UTM  12      - 5,212,472.779   616,895.881   MT  0.99976794   +1 07 36.6
 SR0538
 SR0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0538!SPC MT       -   0.99980536  x   0.99939291  =   0.99919839
 SR0538!UTM  12      -   0.99980536  x   0.99976794  =   0.99957334
 SR0538
 SR0538                          SUPERSEDED SURVEY CONTROL
 SR0538
 SR0538  NAD 83(1986)-  47 03 19.52501(N)    109 27 38.88969(W) AD(       ) 2
 SR0538  NAD 27      -  47 03 19.61900(N)    109 27 36.21600(W) AD(       ) 2
 SR0538  NGVD 29 (??/??/92) 1253.821  (m)         4113.58   (f) ADJ UNCH    1 2
 SR0538
 SR0538.Superseded values are not recommended for survey control.
 SR0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0538.See file dsdata.txt to determine how the superseded data were derived.
 SR0538
 SR0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1689612473(NAD 83)
 SR0538_MARKER: DD = SURVEY DISK
 SR0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0538_STAMPING: GWM 86 1941 4114
 SR0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0538+STABILITY: SURFACE MOTION
 SR0538
 SR0538  HISTORY     - Date     Condition        Report By
 SR0538  HISTORY     - 1941     MONUMENTED       USGS
 SR0538  HISTORY     - 1949     GOOD             USGS
 SR0538  HISTORY     - 1961     GOOD             NGS
 SR0538  HISTORY     - 1969     GOOD             CGS
 SR0538  HISTORY     - 1976     GOOD             NGS
 SR0538  HISTORY     - 1980     GOOD             NGS
 SR0538  HISTORY     - 1980     GOOD             NGS
 SR0538  HISTORY     - 1982     GOOD             LOCSUR
 SR0538
 SR0538                          STATION DESCRIPTION
 SR0538
 SR0538'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MJT)
 SR0538'NORTH EDGE OF THE MUNICIPAL AIRPORT PROPERTY.  IT IS 48 FEET
 SR0538'SOUTHWEST OF THE ENTRANCE TO THE AIRPORT, 60 FEET SOUTH OF
 SR0538'U.S. HIGHWAY 87 AND 5 FEET SOUTH OF THE WESTERN AIRLINES SIGN.
 SR0538'
 SR0538'TO REACH FROM THE COURTHOUSE IN LEWISTOWN, GO SOUTH ON U.S.
 SR0538'HIGHWAY 87 FOR 1.6 MILES TO THE ENTRANCE TO THE AIRPORT ON
 SR0538'THE LEFT AND THE STATION.
 SR0538'
 SR0538'STATION MARK IS A STANDARD USGS BENCH MARK DISK SET FLUSH
 SR0538'IN THE NORTHEAST CORNER OF A 3-FOOT SQUARE CONCRETE BLOCK
 SR0538'AND THE DISK IS STAMPED GWM 86 4114 1941.  A TRAVERSE CONNECTION
 SR0538'WAS MADE FROM STATION PORT AND THE DISTANCE WAS FOUND TO BE
 SR0538'5.045 METERS.  (16.55 FEET).
 SR0538
 SR0538                          STATION RECOVERY (1961)
 SR0538
 SR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SR0538'1.65 MI SW FROM LEWISTOWN.
 SR0538'ABOUT 1.65 MILES SOUTHWEST ALONG U. S. HIGHWAY 87 FROM THE COUNTY
 SR0538'COURTHOUSE AT LEWISTOWN, IN SECTION 21, T 15 N, R 18 E, AT THE NORTH
 SR0538'EDGE OF THE LEWISTOWN MUNICIPAL AIRPORT, 44 FEET SOUTH OF THE CENTER
 SR0538'LINE OF THE HIGHWAY, 28 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 SR0538'INTO A PICNIC AREA, 16 FEET EAST OF PORT 1949, 5 1/2 FEET EAST OF THE
 SR0538'NORTH END OF A SIGN READING PICNIC AREA, ABOUT 2 FEET BELOW THE LEVEL
 SR0538'OF THE HIGHWAY, AND SET IN THE TOP OF A 3 X 3 FOOT CONCRETE POST
 SR0538'PROJECTING 4 INCHES.
 SR0538
 SR0538                          STATION RECOVERY (1969)
 SR0538
 SR0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SR0538'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SR0538'
 SR0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 SR0538'SOUTHWEST OF LEWISTOWN
 SR0538
 SR0538                          STATION RECOVERY (1976)
 SR0538
 SR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 SR0538'RECOVERED AS DESCRIBED IN 1969 IN GOOD CONDITION.
 SR0538'
 SR0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEWISTOWN
 SR0538'MUNICIPAL AIRPORT.
 SR0538
 SR0538                          STATION RECOVERY (1980)
 SR0538
 SR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 SR0538'NEW DESCRIPTION FOLLOWS--TO REACH FROM THE COURT HOUSE IN LEWISTON,
 SR0538'GO WEST ON HIGHWAY 87 FOR 1.6 MILES TO A PICNIC AREA AND THE STATION
 SR0538'ON THE LEFT.  IT IS 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 SR0538'28 FEET WEST OF THE CENTERLINE OF THE WEST ENTRANCE TO THE PICNIC
 SR0538'AREA.  16 FEET EAST OF PORT 1949 AND ABOUT 2 FEET BELOW THE LEVEL
 SR0538'OF THE HIGHWAY.
 SR0538'
 SR0538'STATION MARK IS A STANDARD USGS BENCH MARK DISK SET FLUSH IN A
 SR0538'3-FOOT SQUARE CONCRETE BLOCK AND STAMPED GWM 86 4114 1941.
 SR0538'
 SR0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES WEST OF
 SR0538'LEWISTOWN.
 SR0538
 SR0538                          STATION RECOVERY (1980)
 SR0538
 SR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0538'2.7 KM (1.65 MI) WESTERLY ALONG U.S. HIGHWAYS 87 AND 191 FROM THE
 SR0538'COURTHOUSE IN LEWISTOWN, AT THE SNOWY MOUNTAINS CAMPGROUND JAYCEE
 SR0538'PARK, AT THE NORTH EDGE OF THE LEWISTOWN MUNICIPAL AIRPORT, IN TOP
 SR0538'OF THE NORTHEAST CORNER OF A 3X3 FT CONCRETE SLAB, 13.4 METERS
 SR0538'(44.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0 FT)
 SR0538'WEST OF THE CENTER OF THE WEST ENTRANCE ROAD TO THE PARK,
 SR0538'AND 4.9 METERS (16.0 FT) EAST OF TRIANGULATION STATION PORT.
 SR0538
 SR0538                          STATION RECOVERY (1982)
 SR0538
 SR0538'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 SR0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0620 ***********************************************************************
 QX0620  DESIGNATION -  GWM 93
 QX0620  PID         -  QX0620
 QX0620  STATE/COUNTY-  MT/PARK
 QX0620  USGS QUAD   -  CUTOFF MOUNTAIN (1987)
 QX0620
 QX0620                         *CURRENT SURVEY CONTROL
 QX0620  ___________________________________________________________________
 QX0620* NAD 83(1986)-  45 00 17.     (N)    110 01 56.     (W)     SCALED    
 QX0620* NAVD 88     -      2213.387  (meters)    7261.75   (feet)  ADJUSTED  
 QX0620  ___________________________________________________________________
 QX0620  GEOID HEIGHT-          -7.50  (meters)                     GEOID03
 QX0620  DYNAMIC HT  -        2212.151 (meters)    7257.70  (feet)  COMP
 QX0620  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 QX0620
 QX0620  VERT ORDER  -  FIRST     CLASS II
 QX0620
 QX0620.The horizontal coordinates were scaled from a topographic map and have
 QX0620.an estimated accuracy of +/- 6 seconds.
 QX0620
 QX0620.The orthometric height was determined by differential leveling
 QX0620.and adjusted by the National Geodetic Survey in June 1991..
 QX0620
 QX0620.The geoid height was determined by GEOID03.
 QX0620
 QX0620.The dynamic height is computed by dividing the NAVD 88
 QX0620.geopotential number by the normal gravity value computed on the
 QX0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0620.degrees latitude (g = 980.6199 gals.).
 QX0620
 QX0620.The modeled gravity was interpolated from observed gravity values.
 QX0620
 QX0620;                    North         East    Units  Estimated Accuracy
 QX0620;SPC MT       -    84,030.      558,040.      MT  (+/- 180 meters Scaled)
 QX0620
 QX0620                          SUPERSEDED SURVEY CONTROL
 QX0620
 QX0620.No superseded survey control is available for this station.
 QX0620
 QX0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ762839(NAD 83)
 QX0620_MARKER: DB = BENCH MARK DISK
 QX0620_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0620_SP_SET: MASONARY CULVERT
 QX0620_STAMPING: 93 GWM 1941 7256
 QX0620_MARK LOGO: USGS  
 QX0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0620+STABILITY: SURFACE MOTION
 QX0620
 QX0620  HISTORY     - Date     Condition        Report By
 QX0620  HISTORY     - 1941     MONUMENTED       USGS
 QX0620
 QX0620                          STATION DESCRIPTION
 QX0620
 QX0620'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 QX0620'9.0 KM (5.60 MI) WEST FROM COOKE CITY.
 QX0620'COOKE CITY POST OFFICE, 5.6 MILES WEST OF, 160 WEST OF FORKS OF ROAD
 QX0620'SOUTHEAST TO OLD COOKE RANGER STATION, 20 FEET NORTH OF COOKE HIGHWAY
 QX0620'(US HWY 212), IN TOP OF MASONARY CULVERT OVER CREEK, STANDARD TABLET
 QX0620'STAMPED 93 GWM 1941 7256.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0536 ***********************************************************************
 QW0536  DESIGNATION -  GYP
 QW0536  PID         -  QW0536
 QW0536  STATE/COUNTY-  MT/CARBON
 QW0536  USGS QUAD   -  RED PRYOR MOUNTAIN (1985)
 QW0536
 QW0536                         *CURRENT SURVEY CONTROL
 QW0536  ___________________________________________________________________
 QW0536* NAD 83(1993)-  45 01 22.70441(N)    108 29 48.90513(W)     ADJUSTED  
 QW0536* NAVD 88     -      1552.     (meters)    5092.     (feet)  VERTCON   
 QW0536  ___________________________________________________________________
 QW0536  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 QW0536  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 QW0536
 QW0536  HORZ ORDER  -  THIRD
 QW0536
 QW0536.The horizontal coordinates were established by classical geodetic methods
 QW0536.and adjusted by the National Geodetic Survey in January 1997..
 QW0536
 QW0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0536
 QW0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0536
 QW0536.The geoid height was determined by GEOID03.
 QW0536
 QW0536;                    North         East     Units Scale Factor Converg.
 QW0536;SPC MT       -    86,423.665   679,054.977   MT  0.99998629   +0 44 01.5
 QW0536;SPC MT       -   283,542.21  2,227,870.66   iFT  0.99998629   +0 44 01.5
 QW0536;SPC WYEC     -   603,076.052   308,297.421   MT  1.00004087   -0 49 23.4
 QW0536;UTM  12      - 4,988,550.587   697,202.327   MT  1.00007821   +1 46 16.4
 QW0536
 QW0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0536!SPC MT       -   0.99975865  x   0.99998629  =   0.99974494
 QW0536!SPC WYEC     -   0.99975865  x   1.00004087  =   0.99979951
 QW0536!UTM  12      -   0.99975865  x   1.00007821  =   0.99983684
 QW0536
 QW0536                          SUPERSEDED SURVEY CONTROL
 QW0536
 QW0536  NAD 83(1992)-  45 01 22.69676(N)    108 29 48.88978(W) AD(       ) 3
 QW0536  NAD 83(1986)-  45 01 22.69671(N)    108 29 48.88914(W) AD(       ) 3
 QW0536  NAD 27      -  45 01 22.87300(N)    108 29 46.45200(W) AD(       ) 3
 QW0536  NGVD 29 (07/19/86) 1551.     (m)         5089.     (f) VERT ANG       
 QW0536
 QW0536.Superseded values are not recommended for survey control.
 QW0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0536.See file dsdata.txt to determine how the superseded data were derived.
 QW0536
 QW0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9720288551(NAD 83)
 QW0536_MARKER: DD = SURVEY DISK
 QW0536_SETTING: 66 = SET IN ROCK OUTCROP
 QW0536_SP_SET: SET IN BEDROCK
 QW0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0536+STABILITY: POSITION/ELEVATION WELL
 QW0536
 QW0536  HISTORY     - Date     Condition        Report By
 QW0536  HISTORY     - 1957     MONUMENTED       USFS
 QW0536
 QW0536                          STATION DESCRIPTION
 QW0536
 QW0536'DESCRIBED BY US FOREST SERVICE 1957 (OSR)
 QW0536'THE STATION SITE WAS NOT VISITED BY MEMBERS OF THIS PARTY.
 QW0536'OBSERVATIONS WERE MADE ON A TARGET ERECTED BY AND AT THE REQUEST
 QW0536'OF THE U.S. FOREST SERVICE.  THE FOLLOWING IS A COPY OF THE
 QW0536'DESCRIPTION AS WRITTEN BY THE FOREST SERVICE--
 QW0536'
 QW0536'TO REACH FROM POST OFFICE IN COWLEY, WYOMING, GO WEST ON
 QW0536'U.S. HIGHWAY 310 FOR ABOUT 1/2 BLOCK TO INTERSECTION AT
 QW0536'SIGN LOVELL-COWLEY AIRPORT, TURN RIGHT AND FOLLOW GRAVEL ROAD
 QW0536'NORTH 1.65 MILE, KEEP RIGHT FORK AND FOLLOW DIRT ROAD NORTHEAST
 QW0536'AND NORTH FOR 6.6 MILES TO A GRADED T-ROAD AT SIGN LISBON
 QW0536'URANIUM CORPORATION, TURN LEFT AND FOLLOW MAIN ROAD 1.9 MILE,
 QW0536'TURN LEFT WEST ON DIM ROAD 3.8 MILES TO DIM ROAD LEFT (SOUTH)
 QW0536'(WITH JOG IN FENCE, GATE, AND STOCK POND AT THIS POINT), GO
 QW0536'THROUGH GATE AND TURN SHARP RIGHT OVER DITCH AND FOLLOW TRUCK
 QW0536'TRAIL OVER SLIGHT RISE SOUTHWESTERLY, GO 0.6 MILE
 QW0536'SOUTHWESTERLY TOWARD LONE HIGHLY WOODED KNOB, PARK AT BASE AND
 QW0536'WALK ABOUT 0.1 MILE TO TOP OF KNOB AND STATION.
 QW0536'
 QW0536'STATION MARK IS BRASS CAP IN BEDROCK ON NORTH RIM OF KNOB
 QW0536'STAMPED GYP U.S.F.S. 1957.
 QW0536'
 QW0536'ABOUT 11 MILES NORTH AND 1 MILE WEST OF COWLEY, WYOMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0889 ***********************************************************************
 SS0889  DESIGNATION -  H 10
 SS0889  PID         -  SS0889
 SS0889  STATE/COUNTY-  MT/CASCADE
 SS0889  USGS QUAD   -  NELSON ISLAND (1983)
 SS0889
 SS0889                         *CURRENT SURVEY CONTROL
 SS0889  ___________________________________________________________________
 SS0889* NAD 83(1986)-  47 20 49.     (N)    111 35 33.     (W)     SCALED    
 SS0889* NAVD 88     -      1020.084  (meters)    3346.73   (feet)  ADJUSTED  
 SS0889  ___________________________________________________________________
 SS0889  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 SS0889  DYNAMIC HT  -        1020.001 (meters)    3346.45  (feet)  COMP
 SS0889  MODELED GRAV-     980,496.9   (mgal)                       NAVD 88
 SS0889
 SS0889  VERT ORDER  -  FIRST     CLASS II
 SS0889
 SS0889.The horizontal coordinates were scaled from a topographic map and have
 SS0889.an estimated accuracy of +/- 6 seconds.
 SS0889
 SS0889.The orthometric height was determined by differential leveling
 SS0889.and adjusted by the National Geodetic Survey in June 1991..
 SS0889
 SS0889.The geoid height was determined by GEOID03.
 SS0889
 SS0889.The dynamic height is computed by dividing the NAVD 88
 SS0889.geopotential number by the normal gravity value computed on the
 SS0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0889.degrees latitude (g = 980.6199 gals.).
 SS0889
 SS0889.The modeled gravity was interpolated from observed gravity values.
 SS0889
 SS0889;                    North         East    Units  Estimated Accuracy
 SS0889;SPC MT       -   346,240.      442,000.      MT  (+/- 180 meters Scaled)
 SS0889
 SS0889                          SUPERSEDED SURVEY CONTROL
 SS0889
 SS0889  NGVD 29 (??/??/92) 1019.159  (m)         3343.69   (f) ADJ UNCH    1 2
 SS0889
 SS0889.Superseded values are not recommended for survey control.
 SS0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0889.See file dsdata.txt to determine how the superseded data were derived.
 SS0889
 SS0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT552438(NAD 83)
 SS0889_MARKER: DB = BENCH MARK DISK
 SS0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0889_STAMPING: 3343.691
 SS0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0889+STABILITY: SURFACE MOTION
 SS0889
 SS0889  HISTORY     - Date     Condition        Report By
 SS0889  HISTORY     - UNK      MONUMENTED       CGS
 SS0889  HISTORY     - 1961     GOOD             NGS
 SS0889  HISTORY     - 1979     GOOD             NGS
 SS0889
 SS0889                          STATION DESCRIPTION
 SS0889
 SS0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0889'7.6 MI NE FROM CASCADE.
 SS0889'7.6 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0889'AT CASCADE, 7 1/2 POLES NORTHEAST OF MILEPOST 137, 6.95 MILES
 SS0889'SOUTHWEST OF ULM, 89 FEET NORTHEAST OF THE 7TH POLE NORTHEAST OF THE
 SS0889'MILEPOST, 45.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 34 1/2 FEET
 SS0889'SOUTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD, 1.5 FEET SOUTHWEST OF
 SS0889'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ABOUT 2 1/2 FEET LOWER
 SS0889'THAN THE TRACK AND SET IN THE TOP OF A STONE POST PROJECTING 1.5 FOOT
 SS0889'ABOVE THE GROUND.
 SS0889
 SS0889                          STATION RECOVERY (1979)
 SS0889
 SS0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0889'NOTE=THE 1961 RECOVERY DESCRIPTION SAYS POST HAS BEEN HIT AND MARK
 SS0889'IS LOOSE, BUT MARK IS SOLID AND APPEARS TO BE OKAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0133 ***********************************************************************
 ST0133  DESIGNATION -  H 10 R
 ST0133  PID         -  ST0133
 ST0133  STATE/COUNTY-  MT/TETON
 ST0133  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0133
 ST0133                         *CURRENT SURVEY CONTROL
 ST0133  ___________________________________________________________________
 ST0133* NAD 83(1986)-  47 44 18.     (N)    112 07 51.     (W)     SCALED    
 ST0133* NAVD 88     -      1177.995  (meters)    3864.81   (feet)  ADJUSTED  
 ST0133  ___________________________________________________________________
 ST0133  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0133  DYNAMIC HT  -        1177.920 (meters)    3864.56  (feet)  COMP
 ST0133  MODELED GRAV-     980,507.3   (mgal)                       NAVD 88
 ST0133
 ST0133  VERT ORDER  -  SECOND    CLASS 0
 ST0133
 ST0133.The horizontal coordinates were scaled from a topographic map and have
 ST0133.an estimated accuracy of +/- 6 seconds.
 ST0133
 ST0133.The orthometric height was determined by differential leveling
 ST0133.and adjusted by the National Geodetic Survey in June 1991..
 ST0133
 ST0133.The geoid height was determined by GEOID03.
 ST0133
 ST0133.The dynamic height is computed by dividing the NAVD 88
 ST0133.geopotential number by the normal gravity value computed on the
 ST0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0133.degrees latitude (g = 980.6199 gals.).
 ST0133
 ST0133.The modeled gravity was interpolated from observed gravity values.
 ST0133
 ST0133;                    North         East    Units  Estimated Accuracy
 ST0133;SPC MT       -   390,930.      402,820.      MT  (+/- 180 meters Scaled)
 ST0133
 ST0133                          SUPERSEDED SURVEY CONTROL
 ST0133
 ST0133  NGVD 29 (??/??/92) 1177.039  (m)         3861.67   (f) ADJ UNCH    2 0
 ST0133
 ST0133.Superseded values are not recommended for survey control.
 ST0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0133.See file dsdata.txt to determine how the superseded data were derived.
 ST0133
 ST0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT152878(NAD 83)
 ST0133_MARKER: DR = REFERENCE MARK DISK
 ST0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0133_STAMPING: H 10 R 1961
 ST0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0133+STABILITY: SURFACE MOTION
 ST0133
 ST0133  HISTORY     - Date     Condition        Report By
 ST0133  HISTORY     - 1961     MONUMENTED       CGS
 ST0133
 ST0133                          STATION DESCRIPTION
 ST0133
 ST0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0133'9.35 MI SE FROM CHOTEAU.
 ST0133'7.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0133'AT CHOTEAU, THENCE 1.85 MILES NORTHWEST ALONG A COUNTY ROAD, AT THE T
 ST0133'JUNCTION OF A GRAVEL ROAD LEADING SOUTH-SOUTHWEST, AT THE
 ST0133'EAST-SOUTHEAST EDGE OF A CULIVATED FIELD, 240 FEET SOUTH-SOUTHWEST OF
 ST0133'THE CENTER LINE OF THE ROAD, 23 1/2 FEET WEST-NORTHWEST OF THE CENTER
 ST0133'LINE OF THE ROAD LEADING SOUTH-SOUTHWEST, 39.92 FEET NORTH-NORTHEAST
 ST0133'OF REFERENCE MARK H 10 R R.M. 2, 48.57 FEET SOUTH-SOUTHWEST OF
 ST0133'REFERENCE MARK H 10 R R.M. 1, 3.0 FEET NORTH OF A WITNESS POST, ABOUT
 ST0133'1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0133'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0131 ***********************************************************************
 ST0131  DESIGNATION -  H 10 R AZ MK
 ST0131  PID         -  ST0131
 ST0131  STATE/COUNTY-  MT/TETON
 ST0131  USGS QUAD   -  FREEZEOUT LAKE (1987)
 ST0131
 ST0131                         *CURRENT SURVEY CONTROL
 ST0131  ___________________________________________________________________
 ST0131* NAD 83(1986)-  47 44 06.     (N)    112 07 24.     (W)     SCALED    
 ST0131* NAVD 88     -      1177.861  (meters)    3864.37   (feet)  ADJUSTED  
 ST0131  ___________________________________________________________________
 ST0131  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0131  DYNAMIC HT  -        1177.785 (meters)    3864.12  (feet)  COMP
 ST0131  MODELED GRAV-     980,507.1   (mgal)                       NAVD 88
 ST0131
 ST0131  VERT ORDER  -  SECOND    CLASS 0
 ST0131
 ST0131.The horizontal coordinates were scaled from a topographic map and have
 ST0131.an estimated accuracy of +/- 6 seconds.
 ST0131
 ST0131.The orthometric height was determined by differential leveling
 ST0131.and adjusted by the National Geodetic Survey in June 1991..
 ST0131
 ST0131.The geoid height was determined by GEOID03.
 ST0131
 ST0131.The dynamic height is computed by dividing the NAVD 88
 ST0131.geopotential number by the normal gravity value computed on the
 ST0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0131.degrees latitude (g = 980.6199 gals.).
 ST0131
 ST0131.The modeled gravity was interpolated from observed gravity values.
 ST0131
 ST0131;                    North         East    Units  Estimated Accuracy
 ST0131;SPC MT       -   390,540.      403,370.      MT  (+/- 180 meters Scaled)
 ST0131
 ST0131                          SUPERSEDED SURVEY CONTROL
 ST0131
 ST0131  NGVD 29 (??/??/92) 1176.904  (m)         3861.23   (f) ADJ UNCH    2 0
 ST0131
 ST0131.Superseded values are not recommended for survey control.
 ST0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0131.See file dsdata.txt to determine how the superseded data were derived.
 ST0131
 ST0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT157874(NAD 83)
 ST0131_MARKER: DZ = AZIMUTH MARK DISK
 ST0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0131_STAMPING: H 10 R 1961
 ST0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0131+STABILITY: SURFACE MOTION
 ST0131
 ST0131  HISTORY     - Date     Condition        Report By
 ST0131  HISTORY     - 1961     MONUMENTED       CGS
 ST0131
 ST0131                          STATION DESCRIPTION
 ST0131
 ST0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0131'8.95 MI SE FROM CHOTEAU.
 ST0131'7.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0131'AT CHOTEAU, THENCE 1.45 MILES NORTHWEST ALONG A COUNTY ROAD, 0.05 MILE
 ST0131'NORTHWEST OF A CATTLEGUARD, AT THE NORTH-NORTHEAST EDGE OF A CULIVATED
 ST0131'FIELD, 21 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 ST0131'WEST OF A TELEPHONE POLE, 2.7 FEET SOUTH-SOUTHEAST OF A WITNESS POST,
 ST0131'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 ST0131'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0132 ***********************************************************************
 ST0132  DESIGNATION -  H 10 R RM 1
 ST0132  PID         -  ST0132
 ST0132  STATE/COUNTY-  MT/TETON
 ST0132  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0132
 ST0132                         *CURRENT SURVEY CONTROL
 ST0132  ___________________________________________________________________
 ST0132* NAD 83(1986)-  47 44 18.     (N)    112 07 51.     (W)     SCALED    
 ST0132* NAVD 88     -      1177.947  (meters)    3864.65   (feet)  ADJUSTED  
 ST0132  ___________________________________________________________________
 ST0132  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0132  DYNAMIC HT  -        1177.872 (meters)    3864.40  (feet)  COMP
 ST0132  MODELED GRAV-     980,507.3   (mgal)                       NAVD 88
 ST0132
 ST0132  VERT ORDER  -  SECOND    CLASS 0
 ST0132
 ST0132.The horizontal coordinates were scaled from a topographic map and have
 ST0132.an estimated accuracy of +/- 6 seconds.
 ST0132
 ST0132.The orthometric height was determined by differential leveling
 ST0132.and adjusted by the National Geodetic Survey in June 1991..
 ST0132
 ST0132.The geoid height was determined by GEOID03.
 ST0132
 ST0132.The dynamic height is computed by dividing the NAVD 88
 ST0132.geopotential number by the normal gravity value computed on the
 ST0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0132.degrees latitude (g = 980.6199 gals.).
 ST0132
 ST0132.The modeled gravity was interpolated from observed gravity values.
 ST0132
 ST0132;                    North         East    Units  Estimated Accuracy
 ST0132;SPC MT       -   390,930.      402,820.      MT  (+/- 180 meters Scaled)
 ST0132
 ST0132                          SUPERSEDED SURVEY CONTROL
 ST0132
 ST0132  NGVD 29 (??/??/92) 1176.991  (m)         3861.51   (f) ADJ UNCH    2 0
 ST0132
 ST0132.Superseded values are not recommended for survey control.
 ST0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0132.See file dsdata.txt to determine how the superseded data were derived.
 ST0132
 ST0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT152878(NAD 83)
 ST0132_MARKER: DR = REFERENCE MARK DISK
 ST0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0132_STAMPING: H 10 R NO. 1 1961
 ST0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0132+STABILITY: SURFACE MOTION
 ST0132
 ST0132  HISTORY     - Date     Condition        Report By
 ST0132  HISTORY     - 1961     MONUMENTED       CGS
 ST0132
 ST0132                          STATION DESCRIPTION
 ST0132
 ST0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0132'9.35 MI SE FROM CHOTEAU.
 ST0132'7.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0132'AT CHOTEAU, THENCE 1.85 MILES NORTHWEST ALONG A COUNTY ROAD, AT THE T
 ST0132'JUNCTION OF A GRAVEL ROAD LEADING SOUTH-SOUTHWEST, AT THE
 ST0132'EAST-SOUTHEAST EDGE OF A CULIVATED FIELD, 191 FEET SOUTH-SOUTHWEST OF
 ST0132'THE CENTER LINE OF THE ROAD, 27 FEET WEST-NORTHWEST OF THE CENTER LINE
 ST0132'OF THE ROAD SOUTH-SOUTHWEST, 48.57 FEET NORTH-NORTHEAST OF
 ST0132'TRIANGULATION STATION H 10 R, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 ST0132'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 ST0132'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0134 ***********************************************************************
 ST0134  DESIGNATION -  H 10 R RM 2
 ST0134  PID         -  ST0134
 ST0134  STATE/COUNTY-  MT/TETON
 ST0134  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0134
 ST0134                         *CURRENT SURVEY CONTROL
 ST0134  ___________________________________________________________________
 ST0134* NAD 83(1986)-  47 44 18.     (N)    112 07 50.     (W)     SCALED    
 ST0134* NAVD 88     -      1178.051  (meters)    3864.99   (feet)  ADJUSTED  
 ST0134  ___________________________________________________________________
 ST0134  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0134  DYNAMIC HT  -        1177.976 (meters)    3864.74  (feet)  COMP
 ST0134  MODELED GRAV-     980,507.3   (mgal)                       NAVD 88
 ST0134
 ST0134  VERT ORDER  -  SECOND    CLASS 0
 ST0134
 ST0134.The horizontal coordinates were scaled from a topographic map and have
 ST0134.an estimated accuracy of +/- 6 seconds.
 ST0134
 ST0134.The orthometric height was determined by differential leveling
 ST0134.and adjusted by the National Geodetic Survey in June 1991..
 ST0134
 ST0134.The geoid height was determined by GEOID03.
 ST0134
 ST0134.The dynamic height is computed by dividing the NAVD 88
 ST0134.geopotential number by the normal gravity value computed on the
 ST0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0134.degrees latitude (g = 980.6199 gals.).
 ST0134
 ST0134.The modeled gravity was interpolated from observed gravity values.
 ST0134
 ST0134;                    North         East    Units  Estimated Accuracy
 ST0134;SPC MT       -   390,930.      402,840.      MT  (+/- 180 meters Scaled)
 ST0134
 ST0134                          SUPERSEDED SURVEY CONTROL
 ST0134
 ST0134  NGVD 29 (??/??/92) 1177.094  (m)         3861.85   (f) ADJ UNCH    2 0
 ST0134
 ST0134.Superseded values are not recommended for survey control.
 ST0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0134.See file dsdata.txt to determine how the superseded data were derived.
 ST0134
 ST0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT152878(NAD 83)
 ST0134_MARKER: DR = REFERENCE MARK DISK
 ST0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0134_STAMPING: H 10 R NO. 2 1961
 ST0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0134+STABILITY: SURFACE MOTION
 ST0134
 ST0134  HISTORY     - Date     Condition        Report By
 ST0134  HISTORY     - 1961     MONUMENTED       CGS
 ST0134
 ST0134                          STATION DESCRIPTION
 ST0134
 ST0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0134'9.35 MI SE FROM CHOTEAU.
 ST0134'7.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0134'AT CHOTEAU, THENCE 1.85 MILES NORTHWEST ALONG A COUNTY ROAD, AT THE T
 ST0134'JUNCTION OF A GRAVEL ROAD LEADING SOUTH-SOUTHWEST, AT THE
 ST0134'EAST-SOUTHEAST EDGE OF A CULIVATED FIELD, 280 FEET SOUTH-SOUTHWEST OF
 ST0134'THE CENTER LINE OF THE ROAD, 22 FEET WEST-NORTHWEST OF THE CENTER LINE
 ST0134'OF THE ROAD LEADING SOUTH-SOUTHWEST, 39.92 FEET SOUTH-SOUTHWEST OF
 ST0134'TRIANGULATION STATION H 10 R, ABOUT 1 FOOT HIGHER THAN THE ROAD, ABOUT
 ST0134'LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 ST0134'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0419 ***********************************************************************
 ST0419  DESIGNATION -  H 100
 ST0419  PID         -  ST0419
 ST0419  STATE/COUNTY-  MT/MISSOULA
 ST0419  USGS QUAD   -  SEELEY LAKE EAST (1965)
 ST0419
 ST0419                         *CURRENT SURVEY CONTROL
 ST0419  ___________________________________________________________________
 ST0419* NAD 83(1986)-  47 09 09.     (N)    113 28 14.     (W)     SCALED    
 ST0419* NAVD 88     -      1223.781  (meters)    4015.02   (feet)  ADJUSTED  
 ST0419  ___________________________________________________________________
 ST0419  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0419  DYNAMIC HT  -        1223.576 (meters)    4014.35  (feet)  COMP
 ST0419  MODELED GRAV-     980,404.0   (mgal)                       NAVD 88
 ST0419
 ST0419  VERT ORDER  -  SECOND    CLASS 0
 ST0419
 ST0419.The horizontal coordinates were scaled from a topographic map and have
 ST0419.an estimated accuracy of +/- 6 seconds.
 ST0419
 ST0419.The orthometric height was determined by differential leveling
 ST0419.and adjusted by the National Geodetic Survey in June 1991..
 ST0419
 ST0419.The geoid height was determined by GEOID03.
 ST0419
 ST0419.The dynamic height is computed by dividing the NAVD 88
 ST0419.geopotential number by the normal gravity value computed on the
 ST0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0419.degrees latitude (g = 980.6199 gals.).
 ST0419
 ST0419.The modeled gravity was interpolated from observed gravity values.
 ST0419
 ST0419;                    North         East    Units  Estimated Accuracy
 ST0419;SPC MT       -   330,150.      299,190.      MT  (+/- 180 meters Scaled)
 ST0419
 ST0419                          SUPERSEDED SURVEY CONTROL
 ST0419
 ST0419  NGVD 29 (??/??/92) 1222.642  (m)         4011.28   (f) ADJ UNCH    2 0
 ST0419
 ST0419.Superseded values are not recommended for survey control.
 ST0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0419.See file dsdata.txt to determine how the superseded data were derived.
 ST0419
 ST0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT127250(NAD 83)
 ST0419_MARKER: DB = BENCH MARK DISK
 ST0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0419_STAMPING: H 100 1934
 ST0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0419+STABILITY: SURFACE MOTION
 ST0419
 ST0419  HISTORY     - Date     Condition        Report By
 ST0419  HISTORY     - 1934     MONUMENTED       CGS
 ST0419  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0419
 ST0419                          STATION DESCRIPTION
 ST0419
 ST0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0419'6.2 MI S FROM SEELEY LAKE.
 ST0419'6.2 MILES SOUTH ALONG STATE HIGHWAY 31 FROM SEELEY LAKE, 100 YARDS
 ST0419'NORTHEAST OF A LOG CABIN, AT THE EDGE OF TIMBER, AND 34 FEET NORTH OF
 ST0419'A GATE.  A STANDARD DISK, STAMPED H 100 1934 AND SET IN THE TOP OF A
 ST0419'CONCRETE POST.
 ST0419
 ST0419                          STATION RECOVERY (1965)
 ST0419
 ST0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0240 ***********************************************************************
 SU0240  DESIGNATION -  H 101
 SU0240  PID         -  SU0240
 SU0240  STATE/COUNTY-  MT/SANDERS
 SU0240  USGS QUAD   -  PARADISE (1984)
 SU0240
 SU0240                         *CURRENT SURVEY CONTROL
 SU0240  ___________________________________________________________________
 SU0240* NAD 83(1986)-  47 28 08.     (N)    114 50 43.     (W)     SCALED    
 SU0240* NAVD 88     -       869.265  (meters)    2851.91   (feet)  ADJUSTED  
 SU0240  ___________________________________________________________________
 SU0240  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SU0240  DYNAMIC HT  -         869.218 (meters)    2851.76  (feet)  COMP
 SU0240  MODELED GRAV-     980,529.6   (mgal)                       NAVD 88
 SU0240
 SU0240  VERT ORDER  -  SECOND    CLASS 0
 SU0240
 SU0240.The horizontal coordinates were scaled from a topographic map and have
 SU0240.an estimated accuracy of +/- 6 seconds.
 SU0240
 SU0240.The orthometric height was determined by differential leveling
 SU0240.and adjusted by the National Geodetic Survey in June 1991..
 SU0240
 SU0240.The geoid height was determined by GEOID03.
 SU0240
 SU0240.The dynamic height is computed by dividing the NAVD 88
 SU0240.geopotential number by the normal gravity value computed on the
 SU0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0240.degrees latitude (g = 980.6199 gals.).
 SU0240
 SU0240.The modeled gravity was interpolated from observed gravity values.
 SU0240
 SU0240;                    North         East    Units  Estimated Accuracy
 SU0240;SPC MT       -   371,410.      197,570.      MT  (+/- 180 meters Scaled)
 SU0240
 SU0240                          SUPERSEDED SURVEY CONTROL
 SU0240
 SU0240  NGVD 29 (??/??/92)  868.122  (m)         2848.16   (f) ADJ UNCH    2 0
 SU0240
 SU0240.Superseded values are not recommended for survey control.
 SU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0240.See file dsdata.txt to determine how the superseded data were derived.
 SU0240
 SU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN623595(NAD 83)
 SU0240_MARKER: DB = BENCH MARK DISK
 SU0240_SETTING: 66 = SET IN ROCK OUTCROP
 SU0240_SP_SET: ROCK
 SU0240_STAMPING: H 101 1934
 SU0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0240+STABILITY: POSITION/ELEVATION WELL
 SU0240
 SU0240  HISTORY     - Date     Condition        Report By
 SU0240  HISTORY     - 1934     MONUMENTED       CGS
 SU0240  HISTORY     - 1959     MARK NOT FOUND   USGS
 SU0240
 SU0240                          STATION DESCRIPTION
 SU0240
 SU0240'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 SU0240'2.3 MI NE FROM PLAINS.
 SU0240'2.3 MILES NORTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 28 FROM THE
 SU0240'NORTHERN PACIFIC RAILWAY STATION AT PLAINS, SANDERS COUNTY, ON THE
 SU0240'SOUTH SIDE OF A ROCKY HILL THROUGH WHICH THE ROAD PASSES, 65 FEET EAST
 SU0240'OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK.  A STANDARD
 SU0240'DISK, STAMPED H 101 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0121 ***********************************************************************
 QX0121  DESIGNATION -  H 102
 QX0121  PID         -  QX0121
 QX0121  STATE/COUNTY-  MT/GALLATIN
 QX0121  USGS QUAD   -  KELLY CREEK (1987)
 QX0121
 QX0121                         *CURRENT SURVEY CONTROL
 QX0121  ___________________________________________________________________
 QX0121* NAD 83(1986)-  45 39 52.     (N)    110 57 24.     (W)     SCALED    
 QX0121* NAVD 88     -      1506.638  (meters)    4943.03   (feet)  ADJUSTED  
 QX0121  ___________________________________________________________________
 QX0121  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 QX0121  DYNAMIC HT  -        1506.080 (meters)    4941.20  (feet)  COMP
 QX0121  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 QX0121
 QX0121  VERT ORDER  -  FIRST     CLASS II
 QX0121
 QX0121.The horizontal coordinates were scaled from a topographic map and have
 QX0121.an estimated accuracy of +/- 6 seconds.
 QX0121
 QX0121.The orthometric height was determined by differential leveling
 QX0121.and adjusted by the National Geodetic Survey in June 1991..
 QX0121
 QX0121.The geoid height was determined by GEOID03.
 QX0121
 QX0121.The dynamic height is computed by dividing the NAVD 88
 QX0121.geopotential number by the normal gravity value computed on the
 QX0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0121.degrees latitude (g = 980.6199 gals.).
 QX0121
 QX0121.The modeled gravity was interpolated from observed gravity values.
 QX0121
 QX0121;                    North         East    Units  Estimated Accuracy
 QX0121;SPC MT       -   158,250.      486,530.      MT  (+/- 180 meters Scaled)
 QX0121
 QX0121                          SUPERSEDED SURVEY CONTROL
 QX0121
 QX0121  NGVD 29 (??/??/92) 1505.411  (m)         4939.00   (f) ADJ UNCH    1 2
 QX0121
 QX0121.Superseded values are not recommended for survey control.
 QX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0121.See file dsdata.txt to determine how the superseded data were derived.
 QX0121
 QX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR033567(NAD 83)
 QX0121_MARKER: DB = BENCH MARK DISK
 QX0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0121_SP_SET: ABUTMENT
 QX0121_STAMPING: H 102 1934
 QX0121_MARK LOGO: CGS   
 QX0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0121
 QX0121  HISTORY     - Date     Condition        Report By
 QX0121  HISTORY     - 1934     MONUMENTED       CGS
 QX0121  HISTORY     - 1958     GOOD             NGS
 QX0121  HISTORY     - 1960     GOOD             NGS
 QX0121  HISTORY     - 1982     GOOD             NGS
 QX0121  HISTORY     - 1984     MARK NOT FOUND   USGS
 QX0121
 QX0121                          STATION DESCRIPTION
 QX0121
 QX0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0121'4.1 MI SE FROM BOZEMAN.
 QX0121'ABOUT 4.1 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0121'STATION AT BOZEMAN, IN SECTION 14, T 2 S, R 6 E, 27 POLES SOUTHEAST OF
 QX0121'MILEPOST 137, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 QX0121'CONCRETE ABUTMENT OF BRIDGE NUMBER 136 OVER BEAR CREEK, 19 FEET
 QX0121'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF
 QX0121'THE TRACK.
 QX0121
 QX0121                          STATION RECOVERY (1960)
 QX0121
 QX0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 QX0121'RECOVERED IN GOOD CONDITION.
 QX0121
 QX0121                          STATION RECOVERY (1982)
 QX0121
 QX0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0121'RECOVERED IN GOOD CONDITION.
 QX0121
 QX0121                          STATION RECOVERY (1984)
 QX0121
 QX0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0295 ***********************************************************************
 QX0295  DESIGNATION -  H 103
 QX0295  PID         -  QX0295
 QX0295  STATE/COUNTY-  MT/GALLATIN
 QX0295  USGS QUAD   -  OUSEL FALLS (1988)
 QX0295
 QX0295                         *CURRENT SURVEY CONTROL
 QX0295  ___________________________________________________________________
 QX0295* NAD 83(1986)-  45 14 29.     (N)    111 15 03.     (W)     SCALED    
 QX0295* NAVD 88     -      1846.387  (meters)    6057.69   (feet)  ADJUSTED  
 QX0295  ___________________________________________________________________
 QX0295  GEOID HEIGHT-          -9.05  (meters)                     GEOID03
 QX0295  DYNAMIC HT  -        1845.500 (meters)    6054.78  (feet)  COMP
 QX0295  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 QX0295
 QX0295  VERT ORDER  -  SECOND    CLASS 0
 QX0295
 QX0295.The horizontal coordinates were scaled from a topographic map and have
 QX0295.an estimated accuracy of +/- 6 seconds.
 QX0295
 QX0295.The orthometric height was determined by differential leveling
 QX0295.and adjusted by the National Geodetic Survey in June 1991..
 QX0295
 QX0295.The geoid height was determined by GEOID03.
 QX0295
 QX0295.The dynamic height is computed by dividing the NAVD 88
 QX0295.geopotential number by the normal gravity value computed on the
 QX0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0295.degrees latitude (g = 980.6199 gals.).
 QX0295
 QX0295.The modeled gravity was interpolated from observed gravity values.
 QX0295
 QX0295;                    North         East    Units  Estimated Accuracy
 QX0295;SPC MT       -   111,730.      462,560.      MT  (+/- 180 meters Scaled)
 QX0295
 QX0295                          SUPERSEDED SURVEY CONTROL
 QX0295
 QX0295  NGVD 29 (??/??/92) 1844.97   (m)         6053.0    (f) COMPUTED    2 0
 QX0295
 QX0295.Superseded values are not recommended for survey control.
 QX0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0295.See file dsdata.txt to determine how the superseded data were derived.
 QX0295
 QX0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR803097(NAD 83)
 QX0295_MARKER: DB = BENCH MARK DISK
 QX0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0295_STAMPING: J 103 1934
 QX0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0295+STABILITY: SURFACE MOTION
 QX0295
 QX0295  HISTORY     - Date     Condition        Report By
 QX0295  HISTORY     - 1934     MONUMENTED       CGS
 QX0295  HISTORY     - 1960     MARK NOT FOUND   NGS
 QX0295
 QX0295                          STATION DESCRIPTION
 QX0295
 QX0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0295'9.3 MI S FROM KARST RANCH.
 QX0295'9.3 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM KARSTS CAMP, GALLATIN
 QX0295'COUNTY, 0.1 MILE NORTH OF A T-FENCE RUNNING WEST, 35 FEET WEST OF THE
 QX0295'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET INSIDE THE RIGHT-OF-WAY FENCE.
 QX0295'A STANDARD DISK, STAMPED J 103 1934 AND SET IN THE TOP OF A CONCRETE
 QX0295'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0227 ***********************************************************************
 ST0227  DESIGNATION -  H 110 RESET
 ST0227  PID         -  ST0227
 ST0227  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0227  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0227
 ST0227                         *CURRENT SURVEY CONTROL
 ST0227  ___________________________________________________________________
 ST0227* NAD 83(1986)-  47 09 44.     (N)    112 05 27.     (W)     SCALED    
 ST0227* NAVD 88     -      1213.180  (meters)    3980.24   (feet)  ADJUSTED  
 ST0227  ___________________________________________________________________
 ST0227  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 ST0227  DYNAMIC HT  -        1213.007 (meters)    3979.67  (feet)  COMP
 ST0227  MODELED GRAV-     980,427.9   (mgal)                       NAVD 88
 ST0227
 ST0227  VERT ORDER  -  SECOND    CLASS 0
 ST0227
 ST0227.The horizontal coordinates were scaled from a topographic map and have
 ST0227.an estimated accuracy of +/- 6 seconds.
 ST0227
 ST0227.The orthometric height was determined by differential leveling
 ST0227.and adjusted by the National Geodetic Survey in June 1991..
 ST0227
 ST0227.The geoid height was determined by GEOID03.
 ST0227
 ST0227.The dynamic height is computed by dividing the NAVD 88
 ST0227.geopotential number by the normal gravity value computed on the
 ST0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0227.degrees latitude (g = 980.6199 gals.).
 ST0227
 ST0227.The modeled gravity was interpolated from observed gravity values.
 ST0227
 ST0227;                    North         East    Units  Estimated Accuracy
 ST0227;SPC MT       -   326,850.      403,700.      MT  (+/- 180 meters Scaled)
 ST0227
 ST0227                          SUPERSEDED SURVEY CONTROL
 ST0227
 ST0227  NGVD 29 (??/??/92) 1212.204  (m)         3977.04   (f) ADJ UNCH    2 0
 ST0227
 ST0227.Superseded values are not recommended for survey control.
 ST0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0227.See file dsdata.txt to determine how the superseded data were derived.
 ST0227
 ST0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT173237(NAD 83)
 ST0227_MARKER: DB = BENCH MARK DISK
 ST0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0227_STAMPING: H 110 RESET 1958
 ST0227_MARK LOGO: CGS   
 ST0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0227+STABILITY: SURFACE MOTION
 ST0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0227+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0227
 ST0227  HISTORY     - Date     Condition        Report By
 ST0227  HISTORY     - 1958     MONUMENTED       CGS
 ST0227  HISTORY     - 1962     GOOD             NGS
 ST0227  HISTORY     - 19961016 GOOD             NGS
 ST0227
 ST0227                          STATION DESCRIPTION
 ST0227
 ST0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 ST0227'13.0 MI N FROM WOLF CREEK.
 ST0227'13.0 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0227'RAILWAY STATION AT WOLF CREEK, 0.25 MILE SOUTHEAST OF THE JUNCTION OF
 ST0227'A ROAD NORTHEAST TO DEARBORN RANCH, 96 FEET SOUTHWEST OF THE CENTER
 ST0227'LINE OF THE HIGHWAY, 80 1/2 FEET NORTH-NORTHWEST OF TELEPHONE POLE 2,
 ST0227'15.5 FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHEAST OF A WITNESS POST,
 ST0227'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 ST0227'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 ST0227
 ST0227                          STATION RECOVERY (1996)
 ST0227
 ST0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0227'9.6 MI (15.4 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE JUNCTION
 ST0227'WITH STATE HIGHWAY 200, IN BOWMANS CORNER, 0.5 MI (0.8 KM) NORTHWEST
 ST0227'OF MILE POST 10, 0.25 MI (0.40 KM) SOUTHEAST OF THE JUNCTION OF THE
 ST0227'ENTRANCE ROAD TO THE DEARBORN RANCH, 96.0 FT (29.3 M) SOUTHWEST OF THE
 ST0227'CENTER OF THE HIGHWAY AND 15.5 FT (4.7 M) SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0039 ***********************************************************************
 ST0039  DESIGNATION -  H 111
 ST0039  PID         -  ST0039
 ST0039  STATE/COUNTY-  MT/TETON
 ST0039  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0039
 ST0039                         *CURRENT SURVEY CONTROL
 ST0039  ___________________________________________________________________
 ST0039* NAD 83(1986)-  47 43 08.     (N)    112 13 33.     (W)     SCALED    
 ST0039* NAVD 88     -      1321.413  (meters)    4335.34   (feet)  ADJUSTED  
 ST0039  ___________________________________________________________________
 ST0039  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 ST0039  DYNAMIC HT  -        1321.283 (meters)    4334.91  (feet)  COMP
 ST0039  MODELED GRAV-     980,467.5   (mgal)                       NAVD 88
 ST0039
 ST0039  VERT ORDER  -  SECOND    CLASS 0
 ST0039
 ST0039.The horizontal coordinates were scaled from a topographic map and have
 ST0039.an estimated accuracy of +/- 6 seconds.
 ST0039
 ST0039.The orthometric height was determined by differential leveling
 ST0039.and adjusted by the National Geodetic Survey in June 1991..
 ST0039
 ST0039.The geoid height was determined by GEOID03.
 ST0039
 ST0039.The dynamic height is computed by dividing the NAVD 88
 ST0039.geopotential number by the normal gravity value computed on the
 ST0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0039.degrees latitude (g = 980.6199 gals.).
 ST0039
 ST0039.The modeled gravity was interpolated from observed gravity values.
 ST0039
 ST0039;                    North         East    Units  Estimated Accuracy
 ST0039;SPC MT       -   389,010.      395,630.      MT  (+/- 180 meters Scaled)
 ST0039
 ST0039                          SUPERSEDED SURVEY CONTROL
 ST0039
 ST0039  NGVD 29 (??/??/92) 1320.425  (m)         4332.09   (f) ADJ UNCH    2 0
 ST0039
 ST0039.Superseded values are not recommended for survey control.
 ST0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0039.See file dsdata.txt to determine how the superseded data were derived.
 ST0039
 ST0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT080857(NAD 83)
 ST0039_MARKER: DB = BENCH MARK DISK
 ST0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0039_STAMPING: H 111 1934
 ST0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0039+STABILITY: SURFACE MOTION
 ST0039
 ST0039  HISTORY     - Date     Condition        Report By
 ST0039  HISTORY     - 1934     MONUMENTED       CGS
 ST0039  HISTORY     - 1961     GOOD             NGS
 ST0039
 ST0039                          STATION DESCRIPTION
 ST0039
 ST0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0039'7.15 MI S FROM CHOTEAU.
 ST0039'7.15 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0039'CHOTEAU, ON THE OUTSIDE OF A CURVE, ABOUT 230 FEET NORTH OF A GROUP OF
 ST0039'SIGNBOARDS, 215 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 138
 ST0039'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 39 FEET EAST OF THE CENTER
 ST0039'LINE OF A DIM ROAD (FORMER HIGHWAY 287), ABOUT 4 FEET LOWER THAN THE
 ST0039'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ST0039'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0062 ***********************************************************************
 ST0062  DESIGNATION -  H 112
 ST0062  PID         -  ST0062
 ST0062  STATE/COUNTY-  MT/TETON
 ST0062  USGS QUAD   -  BYNUM (1987)
 ST0062
 ST0062                         *CURRENT SURVEY CONTROL
 ST0062  ___________________________________________________________________
 ST0062* NAD 83(1986)-  47 55 14.     (N)    112 16 24.     (W)     SCALED    
 ST0062* NAVD 88     -      1224.334  (meters)    4016.84   (feet)  ADJUSTED  
 ST0062  ___________________________________________________________________
 ST0062  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0062  DYNAMIC HT  -        1224.275 (meters)    4016.64  (feet)  COMP
 ST0062  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 ST0062
 ST0062  VERT ORDER  -  SECOND    CLASS 0
 ST0062
 ST0062.The horizontal coordinates were scaled from a topographic map and have
 ST0062.an estimated accuracy of +/- 6 seconds.
 ST0062
 ST0062.The orthometric height was determined by differential leveling
 ST0062.and adjusted by the National Geodetic Survey in June 1991..
 ST0062
 ST0062.The geoid height was determined by GEOID03.
 ST0062
 ST0062.The dynamic height is computed by dividing the NAVD 88
 ST0062.geopotential number by the normal gravity value computed on the
 ST0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0062.degrees latitude (g = 980.6199 gals.).
 ST0062
 ST0062.The modeled gravity was interpolated from observed gravity values.
 ST0062
 ST0062;                    North         East    Units  Estimated Accuracy
 ST0062;SPC MT       -   411,530.      392,870.      MT  (+/- 180 meters Scaled)
 ST0062
 ST0062                          SUPERSEDED SURVEY CONTROL
 ST0062
 ST0062  NGVD 29 (??/??/92) 1223.345  (m)         4013.59   (f) ADJ UNCH    2 0
 ST0062
 ST0062.Superseded values are not recommended for survey control.
 ST0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0062.See file dsdata.txt to determine how the superseded data were derived.
 ST0062
 ST0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU048082(NAD 83)
 ST0062_MARKER: DB = BENCH MARK DISK
 ST0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0062_STAMPING: H 112 1934
 ST0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0062+STABILITY: SURFACE MOTION
 ST0062
 ST0062  HISTORY     - Date     Condition        Report By
 ST0062  HISTORY     - 1934     MONUMENTED       CGS
 ST0062
 ST0062                          STATION DESCRIPTION
 ST0062
 ST0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0062'4.4 MI SE FROM BYNUM.
 ST0062'4.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0062'AT BYNUM, TETON COUNTY, AT MILEPOST 38, AT A PRIVATE-ROAD CROSSING, 23
 ST0062'FEET SOUTH OF THE CROSSING GATE, 48 FEET WEST OF THE CENTERLINE OF THE
 ST0062'TRACK, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 ST0062'STAMPED H 112 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0279 ***********************************************************************
 TL0279  DESIGNATION -  H 113
 TL0279  PID         -  TL0279
 TL0279  STATE/COUNTY-  MT/PONDERA
 TL0279  USGS QUAD   -  CONRAD (1967)
 TL0279
 TL0279                         *CURRENT SURVEY CONTROL
 TL0279  ___________________________________________________________________
 TL0279* NAD 83(1986)-  48 12 27.     (N)    111 55 55.     (W)     SCALED    
 TL0279* NAVD 88     -      1050.717  (meters)    3447.23   (feet)  ADJUSTED  
 TL0279  ___________________________________________________________________
 TL0279  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 TL0279  DYNAMIC HT  -        1050.738 (meters)    3447.30  (feet)  COMP
 TL0279  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 TL0279
 TL0279  VERT ORDER  -  FIRST     CLASS II
 TL0279
 TL0279.The horizontal coordinates were scaled from a topographic map and have
 TL0279.an estimated accuracy of +/- 6 seconds.
 TL0279
 TL0279.The orthometric height was determined by differential leveling
 TL0279.and adjusted by the National Geodetic Survey in June 1991..
 TL0279
 TL0279.The geoid height was determined by GEOID03.
 TL0279
 TL0279.The dynamic height is computed by dividing the NAVD 88
 TL0279.geopotential number by the normal gravity value computed on the
 TL0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0279.degrees latitude (g = 980.6199 gals.).
 TL0279
 TL0279.The modeled gravity was interpolated from observed gravity values.
 TL0279
 TL0279;                    North         East    Units  Estimated Accuracy
 TL0279;SPC MT       -   442,560.      419,340.      MT  (+/- 180 meters Scaled)
 TL0279
 TL0279                          SUPERSEDED SURVEY CONTROL
 TL0279
 TL0279  NGVD 29 (??/??/92) 1049.781  (m)         3444.16   (f) ADJ UNCH    1 2
 TL0279
 TL0279.Superseded values are not recommended for survey control.
 TL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0279.See file dsdata.txt to determine how the superseded data were derived.
 TL0279
 TL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU307397(NAD 83)
 TL0279_MARKER: DB = BENCH MARK DISK
 TL0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0279_STAMPING: H 113 1934
 TL0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0279+STABILITY: SURFACE MOTION
 TL0279
 TL0279  HISTORY     - Date     Condition        Report By
 TL0279  HISTORY     - 1934     MONUMENTED       CGS
 TL0279  HISTORY     - 1979     GOOD             NGS
 TL0279
 TL0279                          STATION DESCRIPTION
 TL0279
 TL0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0279'2.9 MI NW FROM CONRAD.
 TL0279'2.9 MILES NORTHWEST ALONG THE MONTANA WESTERN RAILWAY FROM CONRAD,
 TL0279'PONDERA COUNTY, 364 YARDS SOUTHEAST OF THE JUNCTION OF THE GREAT
 TL0279'NORTHERN RAILWAY, AND 52 FEET SOUTHWEST OF THE CENTERLINE OF THE
 TL0279'TRACK.  A STANDARD DISK, STAMPED H 113 1934 AND SET IN THE TOP OF A
 TL0279'CONCRETE POST.
 TL0279
 TL0279                          STATION RECOVERY (1979)
 TL0279
 TL0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0279'ADD=387 FEET NORTHWEST OF A RAILROAD SIGN (Y 1-MILE) AND 21 FEET
 TL0279'WEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0462 ***********************************************************************
 ST0462  DESIGNATION -  H 115
 ST0462  PID         -  ST0462
 ST0462  STATE/COUNTY-  MT/LAKE
 ST0462  USGS QUAD   -  SWAN LAKE (1994)
 ST0462
 ST0462                         *CURRENT SURVEY CONTROL
 ST0462  ___________________________________________________________________
 ST0462* NAD 83(1986)-  47 55 54.     (N)    113 50 51.     (W)     SCALED    
 ST0462* NAVD 88     -       941.782  (meters)    3089.83   (feet)  ADJUSTED  
 ST0462  ___________________________________________________________________
 ST0462  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 ST0462  DYNAMIC HT  -         941.731 (meters)    3089.66  (feet)  COMP
 ST0462  MODELED GRAV-     980,526.8   (mgal)                       NAVD 88
 ST0462
 ST0462  VERT ORDER  -  SECOND    CLASS 0
 ST0462
 ST0462.The horizontal coordinates were scaled from a topographic map and have
 ST0462.an estimated accuracy of +/- 6 seconds.
 ST0462
 ST0462.The orthometric height was determined by differential leveling
 ST0462.and adjusted by the National Geodetic Survey in June 1991..
 ST0462
 ST0462.The geoid height was determined by GEOID03.
 ST0462
 ST0462.The dynamic height is computed by dividing the NAVD 88
 ST0462.geopotential number by the normal gravity value computed on the
 ST0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0462.degrees latitude (g = 980.6199 gals.).
 ST0462
 ST0462.The modeled gravity was interpolated from observed gravity values.
 ST0462
 ST0462;                    North         East    Units  Estimated Accuracy
 ST0462;SPC MT       -   418,110.      275,460.      MT  (+/- 180 meters Scaled)
 ST0462
 ST0462                          SUPERSEDED SURVEY CONTROL
 ST0462
 ST0462  NGVD 29 (??/??/92)  940.653  (m)         3086.13   (f) ADJ UNCH    2 0
 ST0462
 ST0462.Superseded values are not recommended for survey control.
 ST0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0462.See file dsdata.txt to determine how the superseded data were derived.
 ST0462
 ST0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU873126(NAD 83)
 ST0462_MARKER: DB = BENCH MARK DISK
 ST0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0462_STAMPING: H 115 1934
 ST0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0462+STABILITY: SURFACE MOTION
 ST0462
 ST0462  HISTORY     - Date     Condition        Report By
 ST0462  HISTORY     - 1934     MONUMENTED       CGS
 ST0462  HISTORY     - 1965     GOOD             USGS
 ST0462
 ST0462                          STATION DESCRIPTION
 ST0462
 ST0462'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0462'0.9 MI N FROM SWAN LAKE.
 ST0462'SWAN LAKE P.O. (INGRAMS STORE), 0.9 MI. NORTH ON STATE HWY. 209, 53
 ST0462'FEET EAST OF CENTERLINE OF HIGHWAY, 13 FEET SOUTH OF THE CENTERLINE OF
 ST0462'A DRIVE EAST, 3 FEET EAST OF A NORTH-SOUTH FENCE, IN A CONCRETE POST.
 ST0462'STANDARD DISC STAMPED H 115 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0087 ***********************************************************************
 QY0087  DESIGNATION -  H 117
 QY0087  PID         -  QY0087
 QY0087  STATE/COUNTY-  MT/MADISON
 QY0087  USGS QUAD   -  ALDER (1963)
 QY0087
 QY0087                         *CURRENT SURVEY CONTROL
 QY0087  ___________________________________________________________________
 QY0087* NAD 83(1986)-  45 18 19.     (N)    112 05 21.     (W)     SCALED    
 QY0087* NAVD 88     -      1574.906  (meters)    5167.00   (feet)  ADJUSTED  
 QY0087  ___________________________________________________________________
 QY0087  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 QY0087  DYNAMIC HT  -        1574.252 (meters)    5164.86  (feet)  COMP
 QY0087  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 QY0087
 QY0087  VERT ORDER  -  SECOND    CLASS 0
 QY0087
 QY0087.The horizontal coordinates were scaled from a topographic map and have
 QY0087.an estimated accuracy of +/- 6 seconds.
 QY0087
 QY0087.The orthometric height was determined by differential leveling
 QY0087.and adjusted by the National Geodetic Survey in June 1991..
 QY0087
 QY0087.The geoid height was determined by GEOID03.
 QY0087
 QY0087.The dynamic height is computed by dividing the NAVD 88
 QY0087.geopotential number by the normal gravity value computed on the
 QY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0087.degrees latitude (g = 980.6199 gals.).
 QY0087
 QY0087.The modeled gravity was interpolated from observed gravity values.
 QY0087
 QY0087;                    North         East    Units  Estimated Accuracy
 QY0087;SPC MT       -   120,640.      397,010.      MT  (+/- 180 meters Scaled)
 QY0087
 QY0087                          SUPERSEDED SURVEY CONTROL
 QY0087
 QY0087  NGVD 29 (??/??/92) 1573.719  (m)         5163.11   (f) ADJ UNCH    2 0
 QY0087
 QY0087.Superseded values are not recommended for survey control.
 QY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0087.See file dsdata.txt to determine how the superseded data were derived.
 QY0087
 QY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR146174(NAD 83)
 QY0087_MARKER: DB = BENCH MARK DISK
 QY0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0087_STAMPING: H 117 1934
 QY0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0087+STABILITY: SURFACE MOTION
 QY0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QY0087+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 QY0087
 QY0087  HISTORY     - Date     Condition        Report By
 QY0087  HISTORY     - 1934     MONUMENTED       CGS
 QY0087  HISTORY     - 20040128 GOOD             MTDOT
 QY0087
 QY0087                          STATION DESCRIPTION
 QY0087
 QY0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0087'2.4 MI SE FROM ALDER.
 QY0087'2.4 MILES SOUTHEAST ALONG THE TWIN BRIDGES-LAKEVIEW ROAD FROM ALDER,
 QY0087'AT AN S-CURVE AND A JUNCTION OF A ROAD LEADING EAST, AND 30 FEET SOUTH
 QY0087'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 117 1934
 QY0087'AND SET IN THE TOP OF A CONCRETE POST.
 QY0087
 QY0087                          STATION RECOVERY (2004)
 QY0087
 QY0087'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (WDW)
 QY0087'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0061 ***********************************************************************
 PZ0061  DESIGNATION -  H 118
 PZ0061  PID         -  PZ0061
 PZ0061  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0061  USGS QUAD   -  ANTELOPE PEAK (1968)
 PZ0061
 PZ0061                         *CURRENT SURVEY CONTROL
 PZ0061  ___________________________________________________________________
 PZ0061* NAD 83(1986)-  44 42 31.     (N)    112 04 51.     (W)     SCALED    
 PZ0061* NAVD 88     -      2078.192  (meters)    6818.20   (feet)  ADJUSTED  
 PZ0061  ___________________________________________________________________
 PZ0061  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 PZ0061  DYNAMIC HT  -        2077.044 (meters)    6814.44  (feet)  COMP
 PZ0061  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 PZ0061
 PZ0061  VERT ORDER  -  SECOND    CLASS 0
 PZ0061
 PZ0061.The horizontal coordinates were scaled from a topographic map and have
 PZ0061.an estimated accuracy of +/- 6 seconds.
 PZ0061
 PZ0061.The orthometric height was determined by differential leveling
 PZ0061.and adjusted by the National Geodetic Survey in June 1991..
 PZ0061
 PZ0061.The geoid height was determined by GEOID03.
 PZ0061
 PZ0061.The dynamic height is computed by dividing the NAVD 88
 PZ0061.geopotential number by the normal gravity value computed on the
 PZ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0061.degrees latitude (g = 980.6199 gals.).
 PZ0061
 PZ0061.The modeled gravity was interpolated from observed gravity values.
 PZ0061
 PZ0061;                    North         East    Units  Estimated Accuracy
 PZ0061;SPC MT       -    54,350.      395,480.      MT  (+/- 180 meters Scaled)
 PZ0061
 PZ0061                          SUPERSEDED SURVEY CONTROL
 PZ0061
 PZ0061  NGVD 29 (??/??/92) 2076.836  (m)         6813.75   (f) ADJ UNCH    2 0
 PZ0061
 PZ0061.Superseded values are not recommended for survey control.
 PZ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0061.See file dsdata.txt to determine how the superseded data were derived.
 PZ0061
 PZ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ143511(NAD 83)
 PZ0061_MARKER: DB = BENCH MARK DISK
 PZ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0061_STAMPING: H 118 1934
 PZ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0061+STABILITY: SURFACE MOTION
 PZ0061
 PZ0061  HISTORY     - Date     Condition        Report By
 PZ0061  HISTORY     - 1934     MONUMENTED       CGS
 PZ0061  HISTORY     - 1964     GOOD             NGS
 PZ0061
 PZ0061                          STATION DESCRIPTION
 PZ0061
 PZ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0061'22.8 MI NW FROM LAKEVIEW.
 PZ0061'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PZ0061'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PZ0061'DIRT ROAD, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 4.2
 PZ0061'MILES NORTH ALONG A GRADED DIRT ROAD, ABOUT 0.45 MILE SOUTH OF THE
 PZ0061'MOST SOUTHERLY OF TWO BRIDGES WHICH IS A 15-FOOT WOODEN BRIDGE OVER
 PZ0061'LONG CREEK, ABOUT 0.15 MILE NORTH OF A 12-INCH METAL CULVERT, 51 FEET
 PZ0061'EAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 1.1
 PZ0061'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 PZ0061'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PZ0061'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0290 ***********************************************************************
 TL0290  DESIGNATION -  H 12
 TL0290  PID         -  TL0290
 TL0290  STATE/COUNTY-  MT/TOOLE
 TL0290  USGS QUAD   -  SUNBURST (1986)
 TL0290
 TL0290                         *CURRENT SURVEY CONTROL
 TL0290  ___________________________________________________________________
 TL0290* NAD 83(1986)-  48 59 57.     (N)    111 57 31.     (W)     SCALED    
 TL0290* NAVD 88     -      1057.680  (meters)    3470.07   (feet)  ADJUSTED  
 TL0290  ___________________________________________________________________
 TL0290  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0290  DYNAMIC HT  -        1057.790 (meters)    3470.43  (feet)  COMP
 TL0290  MODELED GRAV-     980,677.1   (mgal)                       NAVD 88
 TL0290
 TL0290  VERT ORDER  -  FIRST     CLASS II
 TL0290
 TL0290.The horizontal coordinates were scaled from a topographic map and have
 TL0290.an estimated accuracy of +/- 6 seconds.
 TL0290
 TL0290.The orthometric height was determined by differential leveling
 TL0290.and adjusted by the National Geodetic Survey in June 1991..
 TL0290
 TL0290.The geoid height was determined by GEOID03.
 TL0290
 TL0290.The dynamic height is computed by dividing the NAVD 88
 TL0290.geopotential number by the normal gravity value computed on the
 TL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0290.degrees latitude (g = 980.6199 gals.).
 TL0290
 TL0290.The modeled gravity was interpolated from observed gravity values.
 TL0290
 TL0290;                    North         East    Units  Estimated Accuracy
 TL0290;SPC MT       -   530,600.      420,130.      MT  (+/- 180 meters Scaled)
 TL0290
 TL0290                          SUPERSEDED SURVEY CONTROL
 TL0290
 TL0290.No superseded survey control is available for this station.
 TL0290
 TL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV298278(NAD 83)
 TL0290_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TL0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0290
 TL0290  HISTORY     - Date     Condition        Report By
 TL0290  HISTORY     - UNK      MONUMENTED       IBC
 TL0290  HISTORY     - 1913     GOOD             NGS
 TL0290  HISTORY     - 1938     GOOD             USGS
 TL0290  HISTORY     - 1978     GOOD             NGS
 TL0290
 TL0290                          STATION DESCRIPTION
 TL0290
 TL0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1913
 TL0290'IN SWEETGRASS.
 TL0290'AT SWEETGRASS, TOOLE COUNTY, ABOUT 150 FEET NORTH OF THE GREAT
 TL0290'NORTHERN RAILWAY STATION, AT THE UNITED STATES CUSTOM OFFICE, IN THE
 TL0290'CONCRETE BASE OF THE UNITED STATES-CANADA BOUNDARY MONUMENT 334, AT
 TL0290'THE NORTH SIDE OF A SMALL COAL SHED, AND 35 FEET EAST OF THE TRACK. AN
 TL0290'IRON PIPE.  NOTE-- MARK IS 80 FT E OF THE GNRY TRACK.  POST IS ABOUT
 TL0290'300 FT N OF THE STATION AT MILEAGE 139.
 TL0290
 TL0290                          STATION RECOVERY (1938)
 TL0290
 TL0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 TL0290'RECOVERED IN GOOD CONDITION.
 TL0290
 TL0290                          STATION RECOVERY (1978)
 TL0290
 TL0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TL0290'OMIT=ABOUT 150 FEET NORTH OF THE GREAT NORTHERN RAILWAY STATION AT
 TL0290'THE UNITED STATES CUTSTON OFFICE.  AT THE NORTH SIDE OF A SMALL COAL
 TL0290'SHED, AND 35 FEET EAST OF THE TRACK.  ADD=67.0 FEET EAST OF THE EAST
 TL0290'RAIL OF THE MAIN TRACK OF THE GREAT NORTHERN RAILROAD, 115 FEET SOUTH
 TL0290'OF THE SOUTHEAST CORNER OF THE CANADIAN PACIFIC FREIGHT OFFICE, 127
 TL0290'FEET NORTH OF THE CENTERLINE OF A DIRT ROAD.  THE MARK IS FASTENED
 TL0290'TO THE TOP OF AN IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND
 TL0290'SURFACE.  NOTE=BENCH MARK IS AT THE U.S.-CANADA BORDER.
 TL0290'THE MARK IS 17 FT BELOW INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0372 ***********************************************************************
 RU0372  DESIGNATION -  H 120
 RU0372  PID         -  RU0372
 RU0372  STATE/COUNTY-  MT/YELLOWSTONE
 RU0372  USGS QUAD   -  COAL BANK CREEK (1980)
 RU0372
 RU0372                         *CURRENT SURVEY CONTROL
 RU0372  ___________________________________________________________________
 RU0372* NAD 83(1999)-  46 14 43.78667(N)    107 37 53.57798(W)     ADJUSTED  
 RU0372* NAVD 88     -      1019.895  (meters)    3346.11   (feet)  POSTED    
 RU0372  ___________________________________________________________________
 RU0372  X           -  -1,338,596.451 (meters)                     COMP
 RU0372  Y           -  -4,211,742.667 (meters)                     COMP
 RU0372  Z           -   4,584,887.457 (meters)                     COMP
 RU0372  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 RU0372  ELLIP HEIGHT-        1005.54  (meters)          (05/11/01) GPS OBS
 RU0372  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 RU0372  DYNAMIC HT  -        1019.760 (meters)    3345.66  (feet)  COMP
 RU0372  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 RU0372
 RU0372  HORZ ORDER  -  FIRST
 RU0372  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RU0372  ELLP ORDER  -  FOURTH    CLASS I
 RU0372
 RU0372.The horizontal coordinates were established by GPS observations
 RU0372.and adjusted by the National Geodetic Survey in May 2001..
 RU0372.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RU0372.DATUM ITEM on the data sheet items page.
 RU0372
 RU0372.The orthometric height was determined by differential leveling
 RU0372.and adjusted by the National Geodetic Survey in 1992..
 RU0372.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RU0372.rate of 0.0 thru 1.0 mm/km.
 RU0372
 RU0372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RU0372
 RU0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0372
 RU0372.The ellipsoidal height was determined by GPS observations
 RU0372.and is referenced to NAD 83.
 RU0372
 RU0372.The geoid height was determined by GEOID03.
 RU0372
 RU0372.The dynamic height is computed by dividing the NAVD 88
 RU0372.geopotential number by the normal gravity value computed on the
 RU0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0372.degrees latitude (g = 980.6199 gals.).
 RU0372
 RU0372.The modeled gravity was interpolated from observed gravity values.
 RU0372
 RU0372;                    North         East     Units Scale Factor Converg.
 RU0372;SPC MT       -   223,470.271   744,006.532   MT  0.99948152   +1 22 00.4
 RU0372;SPC MT       -   733,170.18  2,440,966.31   iFT  0.99948152   +1 22 00.4
 RU0372;UTM  13      - 5,124,690.532   297,139.107   MT  1.00010590   -1 54 05.2
 RU0372
 RU0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0372!SPC MT       -   0.99984239  x   0.99948152  =   0.99932399
 RU0372!UTM  13      -   0.99984239  x   1.00010590  =   0.99994828
 RU0372
 RU0372                          SUPERSEDED SURVEY CONTROL
 RU0372
 RU0372  NAD 83(1992)-  46 14 43.78588(N)    107 37 53.57692(W) AD(       ) 1
 RU0372  ELLIP H (01/07/97) 1005.60   (m)                       GP(       ) 4 1
 RU0372  NAVD 88 (01/07/97) 1019.89   (m)         3346.1    (f) LEVELING    3  
 RU0372  NGVD 29 (??/??/92) 1019.232  (m)         3343.93   (f) ADJ UNCH    2 0
 RU0372
 RU0372.Superseded values are not recommended for survey control.
 RU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0372.See file dsdata.txt to determine how the superseded data were derived.
 RU0372
 RU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM9713924691(NAD 83)
 RU0372_MARKER: DB = BENCH MARK DISK
 RU0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0372_STAMPING: H 120 1934
 RU0372_MARK LOGO: CGS   
 RU0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0372+STABILITY: SURFACE MOTION
 RU0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0372+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1999
 RU0372
 RU0372  HISTORY     - Date     Condition        Report By
 RU0372  HISTORY     - 1934     MONUMENTED       CGS
 RU0372  HISTORY     - 1975     GOOD             USGS
 RU0372  HISTORY     - 19960609 GOOD             MTDOT
 RU0372  HISTORY     - 19990702 GOOD             NGS
 RU0372
 RU0372                          STATION DESCRIPTION
 RU0372
 RU0372'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RU0372'9.9 MI N FROM CUSTER.
 RU0372'CUSTER, 10.2 MILES NORTH ALONG CUSTER-MELSTONE GRAVELED ROAD FROM THE
 RU0372'POST OFFICE AT, 1.25 MILES NORTH OF ROAD EAST TO RANCH HOUSE, IN NW
 RU0372'1/4 SECTION 29 T6N, R 33E, 39 FT. EAST OF CENTER OF ROAD, 2FT. WEST OF
 RU0372'FENCE, IN CONCRETE POST PROJECTING 0.6 FT, STANDARD DISK, STAMPED
 RU0372'H120, 1934.
 RU0372
 RU0372                          STATION RECOVERY (1996)
 RU0372
 RU0372'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RU0372'10.2 MI (16.4 KM) NORTH ALONG THE CUSTER-MELSTONE ROAD FROM THE POST
 RU0372'OFFICE, IN CUSTER, 1.2 MI (1.9 KM) NORTH OF A RANCH ROAD TO THE EAST,
 RU0372'ALONG THE EAST RIGHT OF WAY OF THE GRAVEL ROAD, IN THE NW 1/4 SECTION
 RU0372'29, T6N, R33E, 40.0 FT (12.2 M) EAST OF THE CENTER OF THE GRAVEL ROAD
 RU0372'AND 2.0 FT (0.6 M) WEST OF A FENCE.
 RU0372
 RU0372                          STATION RECOVERY (1999)
 RU0372
 RU0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 RU0372'THE CONCRETE POST IS SHOWING SIGNS OF EROSION BUT THE DISK AND POST
 RU0372'ARE STABLE.  THE STATION IS LOCATED 15.61 KM (9.70 MI) NORTHWEST OF
 RU0372'THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 47) AND COUNTY ROAD 310 ON
 RU0372'THE NORTHWEST SIDE OF CUSTER, ON THE NORTHEAST SIDE OF COUNTY ROAD 310
 RU0372'AND ON THE SOUTHWEST SIDE OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 RU0372'OWNERSHIP--MONTANA DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 RU0372'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 47) AND COUNTY
 RU0372'HIGHWAY 310 ON THE NORTHWEST SIDE OF CUSTER, FROM THE CENTER OF THE
 RU0372'INTERSTATE HIGHWAY 94 OVERPASS BRIDGE GO NORTHERLY ON COUNTY HIGHWAY
 RU0372'310 FOR 2.33 KM (1.45 MI) TO THE END OF THE PAVEMENT AND BUFFALO
 RU0372'CIRCLE ROAD ON THE RIGHT.  CONTINUE AHEAD, NORTHWESTERLY ON COUNTY
 RU0372'ROAD 310 FOR 12.47 KM (7.75 MI) TO HIGHWAY MILEPOST 9. CONTINUE AHEAD,
 RU0372'NORTHWEST ON THE ROAD FOR 0.88 KM (0.55 MI) TO THE STATION ON THE
 RU0372'RIGHT, ON THE SOUTHWEST SIDE OF THE RIGHT-OF-WAY FENCE.  THE STATION
 RU0372'IS SET IN THE TOP OF A 20 CM CONCRETE POST PROJECTING ABOUT 10 CM
 RU0372'ABOVE THE GROUND.  LOCATED 12.2 M (40.0 FT) NORTHEAST OF THE CENTER OF
 RU0372'THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND
 RU0372'0.3 M (1.0 FT) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0266 ***********************************************************************
 RV0266  DESIGNATION -  H 123
 RV0266  PID         -  RV0266
 RV0266  STATE/COUNTY-  MT/WHEATLAND
 RV0266  USGS QUAD   -  MELVILLE NW (1985)
 RV0266
 RV0266                         *CURRENT SURVEY CONTROL
 RV0266  ___________________________________________________________________
 RV0266* NAD 83(1986)-  46 14 56.     (N)    109 52 58.     (W)     SCALED    
 RV0266* NAVD 88     -      1495.458  (meters)    4906.35   (feet)  ADJUSTED  
 RV0266  ___________________________________________________________________
 RV0266  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 RV0266  DYNAMIC HT  -        1495.078 (meters)    4905.10  (feet)  COMP
 RV0266  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 RV0266
 RV0266  VERT ORDER  -  SECOND    CLASS 0
 RV0266
 RV0266.The horizontal coordinates were scaled from a topographic map and have
 RV0266.an estimated accuracy of +/- 6 seconds.
 RV0266
 RV0266.The orthometric height was determined by differential leveling
 RV0266.and adjusted by the National Geodetic Survey in June 1991..
 RV0266
 RV0266.The geoid height was determined by GEOID03.
 RV0266
 RV0266.The dynamic height is computed by dividing the NAVD 88
 RV0266.geopotential number by the normal gravity value computed on the
 RV0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0266.degrees latitude (g = 980.6199 gals.).
 RV0266
 RV0266.The modeled gravity was interpolated from observed gravity values.
 RV0266
 RV0266;                    North         East    Units  Estimated Accuracy
 RV0266;SPC MT       -   222,200.      570,500.      MT  (+/- 180 meters Scaled)
 RV0266
 RV0266                          SUPERSEDED SURVEY CONTROL
 RV0266
 RV0266  NGVD 29 (??/??/92) 1494.458  (m)         4903.07   (f) ADJ UNCH    2 0
 RV0266
 RV0266.Superseded values are not recommended for survey control.
 RV0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0266.See file dsdata.txt to determine how the superseded data were derived.
 RV0266
 RV0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS861223(NAD 83)
 RV0266_MARKER: DB = BENCH MARK DISK
 RV0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0266_STAMPING: H 123 1934
 RV0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0266+STABILITY: SURFACE MOTION
 RV0266
 RV0266  HISTORY     - Date     Condition        Report By
 RV0266  HISTORY     - 1934     MONUMENTED       CGS
 RV0266  HISTORY     - 1941     GOOD             NGS
 RV0266  HISTORY     - 1976     GOOD             USGS
 RV0266
 RV0266                          STATION DESCRIPTION
 RV0266
 RV0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RV0266'13.5 MI NE FROM MELVILLE.
 RV0266'IN WHEATLAND COUNTY, 13.5 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM
 RV0266'MELVILLE, SWEETGRASS COUNTY, 1 MILE NORTH OF FISH CREEK, 1000 FEET
 RV0266'SOUTH OF THE SECTION LINE BETWEEN SECTIONS 19 AND 30, T 6 N, R 15 E,
 RV0266'OPPOSITE A SMALL BUTTE ON THE WEST SIDE OF THE HIGHWAY, 42 FEET EAST
 RV0266'OF STATION 1582+83 ON THE NEW LOCATION OF THE HIGHWAY, 29 FEET EAST OF
 RV0266'THE CENTERLINE OF THE OLD HIGHWAY, AND 3 FEET EAST OF THE RIGHT-OF-WAY
 RV0266'FENCE.  A STANDARD DISK, STAMPED H 123 1934 AND SET IN THE TOP OF A
 RV0266'CONCRETE POST.
 RV0266
 RV0266                          STATION RECOVERY (1976)
 RV0266
 RV0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RV0266'IN WHEATLAND COUNTY, 10.1 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE
 RV0266'MELVILLE, SWEET GRASS COUNTY, POST OFFICE, ONE MILE NORTH OF FISH
 RV0266'CREEK, 1000 FEET SOUTH OF THE SECTION LINE BETWEEN SECTIONS 19 AND
 RV0266'30, T 6 N, R 15 E, 933 FEET NORTH OF A T-ROAD EAST TO THE COONEY
 RV0266'BROS. RANCH, OPPOSITE A SMALL BUTTE ON THE WEST SIDE OF THE HIGHWAY,
 RV0266'43 FEET EAST OF AND 8 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY.
 RV0266'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0032 ***********************************************************************
 RV0032  DESIGNATION -  H 124
 RV0032  PID         -  RV0032
 RV0032  STATE/COUNTY-  MT/YELLOWSTONE
 RV0032  USGS QUAD   -  NORTH FORK CROOKED CREEK EAST (1980)
 RV0032
 RV0032                         *CURRENT SURVEY CONTROL
 RV0032  ___________________________________________________________________
 RV0032* NAD 83(1986)-  46 00 59.     (N)    108 28 04.     (W)     SCALED    
 RV0032* NAVD 88     -       987.557  (meters)    3240.01   (feet)  ADJUSTED  
 RV0032  ___________________________________________________________________
 RV0032  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 RV0032  DYNAMIC HT  -         987.384 (meters)    3239.44  (feet)  COMP
 RV0032  MODELED GRAV-     980,406.0   (mgal)                       NAVD 88
 RV0032
 RV0032  VERT ORDER  -  SECOND    CLASS 0
 RV0032
 RV0032.The horizontal coordinates were scaled from a topographic map and have
 RV0032.an estimated accuracy of +/- 6 seconds.
 RV0032
 RV0032.The orthometric height was determined by differential leveling
 RV0032.and adjusted by the National Geodetic Survey in June 1991..
 RV0032
 RV0032.The geoid height was determined by GEOID03.
 RV0032
 RV0032.The dynamic height is computed by dividing the NAVD 88
 RV0032.geopotential number by the normal gravity value computed on the
 RV0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0032.degrees latitude (g = 980.6199 gals.).
 RV0032
 RV0032.The modeled gravity was interpolated from observed gravity values.
 RV0032
 RV0032;                    North         East    Units  Estimated Accuracy
 RV0032;SPC MT       -   196,830.      679,900.      MT  (+/- 180 meters Scaled)
 RV0032
 RV0032                          SUPERSEDED SURVEY CONTROL
 RV0032
 RV0032  NGVD 29 (??/??/92)  986.798  (m)         3237.52   (f) ADJ UNCH    2 0
 RV0032
 RV0032.Superseded values are not recommended for survey control.
 RV0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0032.See file dsdata.txt to determine how the superseded data were derived.
 RV0032
 RV0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR960989(NAD 83)
 RV0032_MARKER: DB = BENCH MARK DISK
 RV0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0032_STAMPING: H 124 1934
 RV0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0032+STABILITY: SURFACE MOTION
 RV0032
 RV0032  HISTORY     - Date     Condition        Report By
 RV0032  HISTORY     - 1934     MONUMENTED       CGS
 RV0032  HISTORY     - 1974     MARK NOT FOUND   USGS
 RV0032
 RV0032                          STATION DESCRIPTION
 RV0032
 RV0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0032'12.1 MI S FROM THIRTY MILE INN.
 RV0032'IN YELLOWSTONE COUNTY, 12.1 MILES SOUTH ALONG U. S. HIGHWAY 87 FROM
 RV0032'THIRTY MILE INN, MUSSELSHELL COUNTY, 200 YARDS SOUTH OF A BRIDGE, 60
 RV0032'FEET NORTH OF THE CENTERLINE OF A CROSS ROAD, AT A DIP, AND 33 FEET
 RV0032'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 124
 RV0032'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RV0032
 RV0032                          STATION RECOVERY (1974)
 RV0032
 RV0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RV0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0118 ***********************************************************************
 RV0118  DESIGNATION -  H 125
 RV0118  PID         -  RV0118
 RV0118  STATE/COUNTY-  MT/MUSSELSHELL
 RV0118  USGS QUAD   -  LAKE MASON NE (1986)
 RV0118
 RV0118                         *CURRENT SURVEY CONTROL
 RV0118  ___________________________________________________________________
 RV0118* NAD 83(1986)-  46 43 20.     (N)    108 36 19.     (W)     SCALED    
 RV0118* NAVD 88     -      1169.581  (meters)    3837.20   (feet)  ADJUSTED  
 RV0118  ___________________________________________________________________
 RV0118  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 RV0118  DYNAMIC HT  -        1169.434 (meters)    3836.72  (feet)  COMP
 RV0118  MODELED GRAV-     980,446.4   (mgal)                       NAVD 88
 RV0118
 RV0118  VERT ORDER  -  SECOND    CLASS 0
 RV0118
 RV0118.The horizontal coordinates were scaled from a topographic map and have
 RV0118.an estimated accuracy of +/- 6 seconds.
 RV0118
 RV0118.The orthometric height was determined by differential leveling
 RV0118.and adjusted by the National Geodetic Survey in June 1991..
 RV0118
 RV0118.The geoid height was determined by GEOID03.
 RV0118
 RV0118.The dynamic height is computed by dividing the NAVD 88
 RV0118.geopotential number by the normal gravity value computed on the
 RV0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0118.degrees latitude (g = 980.6199 gals.).
 RV0118
 RV0118.The modeled gravity was interpolated from observed gravity values.
 RV0118
 RV0118;                    North         East    Units  Estimated Accuracy
 RV0118;SPC MT       -   275,110.      668,360.      MT  (+/- 180 meters Scaled)
 RV0118
 RV0118                          SUPERSEDED SURVEY CONTROL
 RV0118
 RV0118  NGVD 29 (??/??/92) 1168.789  (m)         3834.60   (f) ADJ UNCH    2 0
 RV0118
 RV0118.Superseded values are not recommended for survey control.
 RV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0118.See file dsdata.txt to determine how the superseded data were derived.
 RV0118
 RV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS829770(NAD 83)
 RV0118_MARKER: DB = BENCH MARK DISK
 RV0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0118_STAMPING: H 125 1934
 RV0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0118+STABILITY: SURFACE MOTION
 RV0118
 RV0118  HISTORY     - Date     Condition        Report By
 RV0118  HISTORY     - 1934     MONUMENTED       CGS
 RV0118
 RV0118                          STATION DESCRIPTION
 RV0118
 RV0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0118'15.7 MI SE FROM BATTRICK.
 RV0118'IN MUSSELSHELL COUNTY, 15.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM
 RV0118'BATTRICK, FERGUS COUNTY, 0.4 MILE SOUTH OF AN EAST-AND-WEST FENCE, 0.2
 RV0118'MILE NORTH OF A DIM CROSSROAD, IN FLAT OPEN COUNTRY, AND 45 FEET EAST
 RV0118'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 125 1934
 RV0118'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9617 ***********************************************************************
 AI9617  DESIGNATION -  H 125 RESET
 AI9617  PID         -  AI9617
 AI9617  STATE/COUNTY-  MT/MUSSELSHELL
 AI9617  USGS QUAD   -  LAKE MASON NE (1986)
 AI9617
 AI9617                         *CURRENT SURVEY CONTROL
 AI9617  ___________________________________________________________________
 AI9617* NAD 83(1986)-  46 43 20.     (N)    108 36 19.     (W)     SCALED    
 AI9617* NAVD 88     -      1169.35   (meters)    3836.4    (feet)  RESET     
 AI9617  ___________________________________________________________________
 AI9617  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 AI9617
 AI9617  VERT ORDER  -  THIRD
 AI9617
 AI9617.The horizontal coordinates were scaled from a topographic map and have
 AI9617.an estimated accuracy of +/- 6 seconds.
 AI9617
 AI9617.The orthometric height was computed from unverified reset data.
 AI9617.No vertical observational check was made to the station.
 AI9617
 AI9617.The geoid height was determined by GEOID03.
 AI9617
 AI9617;                    North         East    Units  Estimated Accuracy
 AI9617;SPC MT       -   275,110.      668,360.      MT  (+/- 180 meters Scaled)
 AI9617
 AI9617                          SUPERSEDED SURVEY CONTROL
 AI9617
 AI9617.No superseded survey control is available for this station.
 AI9617
 AI9617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS829770(NAD 83)
 AI9617_MARKER: DV = VERTICAL CONTROL DISK
 AI9617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9617_STAMPING: H 125 RESET 1999
 AI9617_MARK LOGO: NGS   
 AI9617_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9617+STABILITY: SURFACE MOTION
 AI9617
 AI9617  HISTORY     - Date     Condition        Report By
 AI9617  HISTORY     - 1999     MONUMENTED       MTDOT
 AI9617
 AI9617                          STATION DESCRIPTION
 AI9617
 AI9617'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1999
 AI9617'32.2 KM (20.00 MI) NORTH OF ROUNDUP COURTHOUSE, 24 M (78.7 FT) EAST OF
 AI9617'THE CENTERLINE OF HIGHWAY NO 87 AND 2.0 M (6.6 FT) WEST OF BARB WIRE
 AI9617'FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST 10 CM ABOVE
 AI9617'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0417 ***********************************************************************
 RV0417  DESIGNATION -  H 126
 RV0417  PID         -  RV0417
 RV0417  STATE/COUNTY-  MT/WHEATLAND
 RV0417  USGS QUAD   -  JUDITH GAP (1995)
 RV0417
 RV0417                         *CURRENT SURVEY CONTROL
 RV0417  ___________________________________________________________________
 RV0417* NAD 83(1986)-  46 41 24.     (N)    109 46 27.     (W)     SCALED    
 RV0417* NAVD 88     -      1407.048  (meters)    4616.29   (feet)  ADJUSTED  
 RV0417  ___________________________________________________________________
 RV0417  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 RV0417  DYNAMIC HT  -        1406.765 (meters)    4615.36  (feet)  COMP
 RV0417  MODELED GRAV-     980,363.1   (mgal)                       NAVD 88
 RV0417
 RV0417  VERT ORDER  -  SECOND    CLASS 0
 RV0417
 RV0417.The horizontal coordinates were scaled from a topographic map and have
 RV0417.an estimated accuracy of +/- 6 seconds.
 RV0417
 RV0417.The orthometric height was determined by differential leveling
 RV0417.and adjusted by the National Geodetic Survey in June 1991..
 RV0417.WARNING-Repeat measurements at this control monument indicate possible
 RV0417.vertical movement.
 RV0417
 RV0417.The geoid height was determined by GEOID03.
 RV0417
 RV0417.The dynamic height is computed by dividing the NAVD 88
 RV0417.geopotential number by the normal gravity value computed on the
 RV0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0417.degrees latitude (g = 980.6199 gals.).
 RV0417
 RV0417.The modeled gravity was interpolated from observed gravity values.
 RV0417
 RV0417;                    North         East    Units  Estimated Accuracy
 RV0417;SPC MT       -   271,170.      579,040.      MT  (+/- 180 meters Scaled)
 RV0417
 RV0417                          SUPERSEDED SURVEY CONTROL
 RV0417
 RV0417  NGVD 29 (??/??/92) 1406.078  (m)         4613.11   (f) ADJ UNCH    2 0
 RV0417
 RV0417.Superseded values are not recommended for survey control.
 RV0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0417.See file dsdata.txt to determine how the superseded data were derived.
 RV0417
 RV0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS937714(NAD 83)
 RV0417_MARKER: DB = BENCH MARK DISK
 RV0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0417_STAMPING: H 126 1934
 RV0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0417+STABILITY: SURFACE MOTION
 RV0417
 RV0417  HISTORY     - Date     Condition        Report By
 RV0417  HISTORY     - 1934     MONUMENTED       CGS
 RV0417  HISTORY     - 1961     GOOD             NGS
 RV0417
 RV0417                          STATION DESCRIPTION
 RV0417
 RV0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0417'0.3 MI SW FROM JUDITH GAP.
 RV0417'ABOUT 0.3 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0417'PACIFIC RAILROAD FROM THE STATION SIGN AT JUDITH GAP, 130 FEET NORTH
 RV0417'AND ACROSS THE TRACK FROM MILE POLE 21, 94 FEET NORTH-NORTHWEST OF THE
 RV0417'NEAR RAIL, 4 FEET SOUTHEAST OF THE FENCE, 1 1/2 FEET SOUTHEAST OF A
 RV0417'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK AND IN THE TOP OF A
 RV0417'CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0080 ***********************************************************************
 RW0080  DESIGNATION -  H 127
 RW0080  PID         -  RW0080
 RW0080  STATE/COUNTY-  MT/MEAGHER
 RW0080  USGS QUAD   -  HAMEN (1980)
 RW0080
 RW0080                         *CURRENT SURVEY CONTROL
 RW0080  ___________________________________________________________________
 RW0080* NAD 83(1986)-  46 17 37.     (N)    110 43 59.     (W)     SCALED    
 RW0080* NAVD 88     -      1648.063  (meters)    5407.02   (feet)  ADJUSTED  
 RW0080  ___________________________________________________________________
 RW0080  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 RW0080  DYNAMIC HT  -        1647.539 (meters)    5405.30  (feet)  COMP
 RW0080  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 RW0080
 RW0080  VERT ORDER  -  SECOND    CLASS 0
 RW0080
 RW0080.The horizontal coordinates were scaled from a topographic map and have
 RW0080.an estimated accuracy of +/- 6 seconds.
 RW0080
 RW0080.The orthometric height was determined by differential leveling
 RW0080.and adjusted by the National Geodetic Survey in June 1991..
 RW0080
 RW0080.The geoid height was determined by GEOID03.
 RW0080
 RW0080.The dynamic height is computed by dividing the NAVD 88
 RW0080.geopotential number by the normal gravity value computed on the
 RW0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0080.degrees latitude (g = 980.6199 gals.).
 RW0080
 RW0080.The modeled gravity was interpolated from observed gravity values.
 RW0080
 RW0080;                    North         East    Units  Estimated Accuracy
 RW0080;SPC MT       -   227,850.      505,040.      MT  (+/- 180 meters Scaled)
 RW0080
 RW0080                          SUPERSEDED SURVEY CONTROL
 RW0080
 RW0080  NGVD 29 (??/??/92) 1646.900  (m)         5403.20   (f) ADJ UNCH    2 0
 RW0080
 RW0080.Superseded values are not recommended for survey control.
 RW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0080.See file dsdata.txt to determine how the superseded data were derived.
 RW0080
 RW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS205267(NAD 83)
 RW0080_MARKER: DB = BENCH MARK DISK
 RW0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0080_STAMPING: H 127 1934
 RW0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0080+STABILITY: SURFACE MOTION
 RW0080
 RW0080  HISTORY     - Date     Condition        Report By
 RW0080  HISTORY     - 1934     MONUMENTED       CGS
 RW0080  HISTORY     - 1951     GOOD             USGS
 RW0080
 RW0080                          STATION DESCRIPTION
 RW0080
 RW0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0080'3.8 MI E FROM RINGLING.
 RW0080'3.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0080'RAILROAD FROM THE STATION AT RINGLING, MEAGHER COUNTY, 0.5 MILE
 RW0080'NORTHEAST OF HIGGINS SPUR (A SHEEP-LOADING SWITCH ON THE RAILROAD), IN
 RW0080'THE SOUTHWEST CORNER OF SECTION 9, T 6 N, R 8 E, 2290 FEET NORTH AND
 RW0080'2385 FEET EAST OF THE CORNER, 500 FEET NORTHEAST OF MILEPOST 1389, 27
 RW0080'FEET SOUTHEAST OF THE TRACK, AND 4 FEET NORTHWEST OF THE RIGHT-OF-WAY
 RW0080'FENCE.  A STANDARD DISK, STAMPED H 127 1934 AND SET IN THE TOP OF A
 RW0080'CONCRETE POST.
 RW0080
 RW0080                          STATION RECOVERY (1951)
 RW0080
 RW0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RW0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0157 ***********************************************************************
 QX0157  DESIGNATION -  H 128
 QX0157  PID         -  QX0157
 QX0157  STATE/COUNTY-  MT/PARK
 QX0157  USGS QUAD   -  CLYDE PARK (1981)
 QX0157
 QX0157                         *CURRENT SURVEY CONTROL
 QX0157  ___________________________________________________________________
 QX0157* NAD 83(1986)-  45 52 56.     (N)    110 36 47.     (W)     SCALED    
 QX0157* NAVD 88     -      1464.574  (meters)    4805.02   (feet)  ADJUSTED  
 QX0157  ___________________________________________________________________
 QX0157  GEOID HEIGHT-         -10.94  (meters)                     GEOID03
 QX0157  DYNAMIC HT  -        1464.085 (meters)    4803.42  (feet)  COMP
 QX0157  MODELED GRAV-     980,230.5   (mgal)                       NAVD 88
 QX0157
 QX0157  VERT ORDER  -  SECOND    CLASS 0
 QX0157
 QX0157.The horizontal coordinates were scaled from a topographic map and have
 QX0157.an estimated accuracy of +/- 6 seconds.
 QX0157
 QX0157.The orthometric height was determined by differential leveling
 QX0157.and adjusted by the National Geodetic Survey in June 1991..
 QX0157
 QX0157.The geoid height was determined by GEOID03.
 QX0157
 QX0157.The dynamic height is computed by dividing the NAVD 88
 QX0157.geopotential number by the normal gravity value computed on the
 QX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0157.degrees latitude (g = 980.6199 gals.).
 QX0157
 QX0157.The modeled gravity was interpolated from observed gravity values.
 QX0157
 QX0157;                    North         East    Units  Estimated Accuracy
 QX0157;SPC MT       -   182,010.      513,640.      MT  (+/- 180 meters Scaled)
 QX0157
 QX0157                          SUPERSEDED SURVEY CONTROL
 QX0157
 QX0157  NGVD 29 (??/??/92) 1463.435  (m)         4801.29   (f) ADJ UNCH    2 0
 QX0157
 QX0157.Superseded values are not recommended for survey control.
 QX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0157.See file dsdata.txt to determine how the superseded data were derived.
 QX0157
 QX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR300810(NAD 83)
 QX0157_MARKER: DB = BENCH MARK DISK
 QX0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0157_STAMPING: H 128 1934
 QX0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0157+STABILITY: SURFACE MOTION
 QX0157
 QX0157  HISTORY     - Date     Condition        Report By
 QX0157  HISTORY     - 1934     MONUMENTED       CGS
 QX0157
 QX0157                          STATION DESCRIPTION
 QX0157
 QX0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QX0157'IN CLYDEPARK.
 QX0157'AT CLYDEPARK, PARK COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 0.4 MILE
 QX0157'NORTH OF MILEPOST 14, 220 FEET EAST OF THE EAST CORNER OF THE STOCK
 QX0157'PEN IN THE RAILROAD YARDS, AND 84 NORTHEAST OF THE CENTERLINE OF THE
 QX0157'MAIN TRACK.  A STANDARD DISK, STAMPED H 128 1934 AND SET IN THE TOP OF
 QX0157'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0128 ***********************************************************************
 RW0128  DESIGNATION -  H 129
 RW0128  PID         -  RW0128
 RW0128  STATE/COUNTY-  MT/MEAGHER
 RW0128  USGS QUAD   -  CHARCOAL GULCH (1995)
 RW0128
 RW0128                         *CURRENT SURVEY CONTROL
 RW0128  ___________________________________________________________________
 RW0128* NAD 83(1986)-  46 43 32.     (N)    110 51 20.     (W)     SCALED    
 RW0128* NAVD 88     -      1699.426  (meters)    5575.53   (feet)  ADJUSTED  
 RW0128  ___________________________________________________________________
 RW0128  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 RW0128  DYNAMIC HT  -        1698.976 (meters)    5574.06  (feet)  COMP
 RW0128  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 RW0128
 RW0128  VERT ORDER  -  SECOND    CLASS 0
 RW0128
 RW0128.The horizontal coordinates were scaled from a topographic map and have
 RW0128.an estimated accuracy of +/- 6 seconds.
 RW0128
 RW0128.The orthometric height was determined by differential leveling
 RW0128.and adjusted by the National Geodetic Survey in June 1991..
 RW0128
 RW0128.The geoid height was determined by GEOID03.
 RW0128
 RW0128.The dynamic height is computed by dividing the NAVD 88
 RW0128.geopotential number by the normal gravity value computed on the
 RW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0128.degrees latitude (g = 980.6199 gals.).
 RW0128
 RW0128.The modeled gravity was interpolated from observed gravity values.
 RW0128
 RW0128;                    North         East    Units  Estimated Accuracy
 RW0128;SPC MT       -   275,980.      496,440.      MT  (+/- 180 meters Scaled)
 RW0128
 RW0128                          SUPERSEDED SURVEY CONTROL
 RW0128
 RW0128  NGVD 29 (??/??/92) 1698.326  (m)         5571.92   (f) ADJ UNCH    2 0
 RW0128
 RW0128.Superseded values are not recommended for survey control.
 RW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0128.See file dsdata.txt to determine how the superseded data were derived.
 RW0128
 RW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS110746(NAD 83)
 RW0128_MARKER: DB = BENCH MARK DISK
 RW0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0128_STAMPING: H 129 1934
 RW0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0128+STABILITY: SURFACE MOTION
 RW0128
 RW0128  HISTORY     - Date     Condition        Report By
 RW0128  HISTORY     - 1934     MONUMENTED       CGS
 RW0128  HISTORY     - 1971     MARK NOT FOUND   USGS
 RW0128
 RW0128                          STATION DESCRIPTION
 RW0128
 RW0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0128'15.5 MI N FROM WHITE SULPHUR SPRINGS.
 RW0128'15.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, 150
 RW0128'FEET NORTH OF A ROAD LEADING TO AN ABANDONED LOG CABIN CLOSE TO THE
 RW0128'WEST SIDE OF THE HIGHWAY, 42 FEET WEST OF THE CENTERLINE OF THE
 RW0128'HIGHWAY, AND 12 FEET WEST OF A ROW OF POLES.  A STANDARD DISK, STAMPED
 RW0128'H 129 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RW0128
 RW0128                          STATION RECOVERY (1971)
 RW0128
 RW0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RW0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0126 ***********************************************************************
 RV0126  DESIGNATION -  H 131
 RV0126  PID         -  RV0126
 RV0126  STATE/COUNTY-  MT/FERGUS
 RV0126  USGS QUAD   -  MILK SPRINGS (1986)
 RV0126
 RV0126                         *CURRENT SURVEY CONTROL
 RV0126  ___________________________________________________________________
 RV0126* NAD 83(1986)-  46 52 35.     (N)    108 42 34.     (W)     SCALED    
 RV0126* NAVD 88     -      1190.413  (meters)    3905.55   (feet)  ADJUSTED  
 RV0126  ___________________________________________________________________
 RV0126  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 RV0126  DYNAMIC HT  -        1190.285 (meters)    3905.13  (feet)  COMP
 RV0126  MODELED GRAV-     980,463.8   (mgal)                       NAVD 88
 RV0126
 RV0126  VERT ORDER  -  SECOND    CLASS 0
 RV0126
 RV0126.The horizontal coordinates were scaled from a topographic map and have
 RV0126.an estimated accuracy of +/- 6 seconds.
 RV0126
 RV0126.The orthometric height was determined by differential leveling
 RV0126.and adjusted by the National Geodetic Survey in June 1991..
 RV0126
 RV0126.The geoid height was determined by GEOID03.
 RV0126
 RV0126.The dynamic height is computed by dividing the NAVD 88
 RV0126.geopotential number by the normal gravity value computed on the
 RV0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0126.degrees latitude (g = 980.6199 gals.).
 RV0126
 RV0126.The modeled gravity was interpolated from observed gravity values.
 RV0126
 RV0126;                    North         East    Units  Estimated Accuracy
 RV0126;SPC MT       -   292,150.      660,230.      MT  (+/- 180 meters Scaled)
 RV0126
 RV0126                          SUPERSEDED SURVEY CONTROL
 RV0126
 RV0126  NGVD 29 (??/??/92) 1189.616  (m)         3902.93   (f) ADJ UNCH    2 0
 RV0126
 RV0126.Superseded values are not recommended for survey control.
 RV0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0126.See file dsdata.txt to determine how the superseded data were derived.
 RV0126
 RV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS745939(NAD 83)
 RV0126_MARKER: DB = BENCH MARK DISK
 RV0126_SETTING: 66 = SET IN ROCK OUTCROP
 RV0126_SP_SET: ROCK OUTCROP
 RV0126_STAMPING: H 131 1934
 RV0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0126+STABILITY: POSITION/ELEVATION WELL
 RV0126
 RV0126  HISTORY     - Date     Condition        Report By
 RV0126  HISTORY     - 1934     MONUMENTED       CGS
 RV0126  HISTORY     - 1978     GOOD             USGS
 RV0126
 RV0126                          STATION DESCRIPTION
 RV0126
 RV0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0126'2.5 MI S FROM BATTRICK.
 RV0126'2.5 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BATTRICK, FERGUS COUNTY,
 RV0126'0.6 MILE WEST OF A BRIDGE, 65 FEET NORTH OF THE CENTERLINE OF THE
 RV0126'HIGHWAY, 9 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AT A SEMICIRCLE OF
 RV0126'ROCK, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED H
 RV0126'131 1934.
 RV0126
 RV0126                          STATION RECOVERY (1978)
 RV0126
 RV0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0126'0.7 MI. SOUTH AND EAST OF THE POST OFFICE AT GRASS RANGE, FERGUS
 RV0126'COUNTY, THENCE 11.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 87, TURN RIGHT
 RV0126'AND DOUBLE BACK 0.15 MILE ALONG THE ABANDONED HIGHWAY, 70 FT. NE. OF
 RV0126'THE C/L RD., ABOUT 35 YARDS EAST OF A TREE CLUMP, AND IN THE TOP OF A
 RV0126'ROCK OUTCROP. A STANDARD DISK, STAMPED H 131 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0025 ***********************************************************************
 SS0025  DESIGNATION -  H 132
 SS0025  PID         -  SS0025
 SS0025  STATE/COUNTY-  MT/FERGUS
 SS0025  USGS QUAD   -  COFFEE CREEK (1979)
 SS0025
 SS0025                         *CURRENT SURVEY CONTROL
 SS0025  ___________________________________________________________________
 SS0025* NAD 83(1986)-  47 20 22.     (N)    110 01 34.     (W)     SCALED    
 SS0025* NAVD 88     -      1120.031  (meters)    3674.64   (feet)  ADJUSTED  
 SS0025  ___________________________________________________________________
 SS0025  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 SS0025  DYNAMIC HT  -        1119.943 (meters)    3674.35  (feet)  COMP
 SS0025  MODELED GRAV-     980,495.0   (mgal)                       NAVD 88
 SS0025
 SS0025  VERT ORDER  -  SECOND    CLASS 0
 SS0025
 SS0025.The horizontal coordinates were scaled from a topographic map and have
 SS0025.an estimated accuracy of +/- 6 seconds.
 SS0025
 SS0025.The orthometric height was determined by differential leveling
 SS0025.and adjusted by the National Geodetic Survey in June 1991..
 SS0025.WARNING-Repeat measurements at this control monument indicate possible
 SS0025.vertical movement.
 SS0025
 SS0025.The geoid height was determined by GEOID03.
 SS0025
 SS0025.The dynamic height is computed by dividing the NAVD 88
 SS0025.geopotential number by the normal gravity value computed on the
 SS0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0025.degrees latitude (g = 980.6199 gals.).
 SS0025
 SS0025.The modeled gravity was interpolated from observed gravity values.
 SS0025
 SS0025;                    North         East    Units  Estimated Accuracy
 SS0025;SPC MT       -   343,430.      560,260.      MT  (+/- 180 meters Scaled)
 SS0025
 SS0025                          SUPERSEDED SURVEY CONTROL
 SS0025
 SS0025  NGVD 29 (??/??/92) 1119.166  (m)         3671.80   (f) ADJ UNCH    2 0
 SS0025
 SS0025.Superseded values are not recommended for survey control.
 SS0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0025.See file dsdata.txt to determine how the superseded data were derived.
 SS0025
 SS0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT735433(NAD 83)
 SS0025_MARKER: DB = BENCH MARK DISK
 SS0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0025_STAMPING: H 132 1934
 SS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0025+STABILITY: SURFACE MOTION
 SS0025
 SS0025  HISTORY     - Date     Condition        Report By
 SS0025  HISTORY     - 1934     MONUMENTED       CGS
 SS0025  HISTORY     - 1961     GOOD             NGS
 SS0025
 SS0025                          STATION DESCRIPTION
 SS0025
 SS0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0025'3.8 MI W FROM DENTON.
 SS0025'ABOUT 3.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0025'PACIFIC RAILROAD FROM THE STATION AT DENTON, OR 2.6 MILES EAST ALONG
 SS0025'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE FARMERS
 SS0025'UNION GRAIN ELEVATOR AT COFFEE CREEK, IN SECTION 11, T 18 N, R 13 E, 3
 SS0025'POLES OR 0.1 MILE WEST OF MILEPOST 99, 42 FEET NORTH OF THE NORTH
 SS0025'RAIL, 7 1/2 FEET WEST OF A TELEPHONE POLE, 5 1/2 FEET SOUTH OF A
 SS0025'FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 SS0025'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0181 ***********************************************************************
 RV0181  DESIGNATION -  H 133
 RV0181  PID         -  RV0181
 RV0181  STATE/COUNTY-  MT/FERGUS
 RV0181  USGS QUAD   -  LOCO RIDGE (1970)
 RV0181
 RV0181                         *CURRENT SURVEY CONTROL
 RV0181  ___________________________________________________________________
 RV0181* NAD 83(1986)-  46 59 31.     (N)    109 08 45.     (W)     SCALED    
 RV0181* NAVD 88     -      1307.739  (meters)    4290.47   (feet)  ADJUSTED  
 RV0181  ___________________________________________________________________
 RV0181  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 RV0181  DYNAMIC HT  -        1307.569 (meters)    4289.92  (feet)  COMP
 RV0181  MODELED GRAV-     980,436.9   (mgal)                       NAVD 88
 RV0181
 RV0181  VERT ORDER  -  SECOND    CLASS 0
 RV0181
 RV0181.The horizontal coordinates were scaled from a topographic map and have
 RV0181.an estimated accuracy of +/- 6 seconds.
 RV0181
 RV0181.The orthometric height was determined by differential leveling
 RV0181.and adjusted by the National Geodetic Survey in June 1991..
 RV0181
 RV0181.The geoid height was determined by GEOID03.
 RV0181
 RV0181.The dynamic height is computed by dividing the NAVD 88
 RV0181.geopotential number by the normal gravity value computed on the
 RV0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0181.degrees latitude (g = 980.6199 gals.).
 RV0181
 RV0181.The modeled gravity was interpolated from observed gravity values.
 RV0181
 RV0181;                    North         East    Units  Estimated Accuracy
 RV0181;SPC MT       -   304,740.      626,920.      MT  (+/- 180 meters Scaled)
 RV0181
 RV0181                          SUPERSEDED SURVEY CONTROL
 RV0181
 RV0181  NGVD 29 (??/??/92) 1306.88   (m)         4287.7    (f) COMPUTED    2 0
 RV0181
 RV0181.Superseded values are not recommended for survey control.
 RV0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0181.See file dsdata.txt to determine how the superseded data were derived.
 RV0181
 RV0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT409059(NAD 83)
 RV0181_MARKER: DB = BENCH MARK DISK
 RV0181_SETTING: 66 = SET IN ROCK OUTCROP
 RV0181_SP_SET: ROCK OUTCROP
 RV0181_STAMPING: H 133 1934
 RV0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0181+STABILITY: POSITION/ELEVATION WELL
 RV0181
 RV0181  HISTORY     - Date     Condition        Report By
 RV0181  HISTORY     - 1934     MONUMENTED       CGS
 RV0181  HISTORY     - 1961     MARK NOT FOUND   NGS
 RV0181
 RV0181                          STATION DESCRIPTION
 RV0181
 RV0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0181'2.6 MI E FROM PIPER.
 RV0181'2.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0181'RAILROAD FROM THE STATION AT PIPER, FERGUS COUNTY, 425 FEET SOUTHWEST
 RV0181'OF MILEPOST 18, ON THE SLOPE OF A HILL, 60 FEET NORTHWEST OF THE
 RV0181'CENTERLINE OF THE TRACK, 5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 RV0181'AND IN THE TOP OF A ROCK OUTCROP MARKED BY A SEMI-CIRCLE OF ROCKS.  A
 RV0181'STANDARD DISK, STAMPED H 133 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0090 ***********************************************************************
 SR0090  DESIGNATION -  H 134
 SR0090  PID         -  SR0090
 SR0090  STATE/COUNTY-  MT/FERGUS
 SR0090  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0090
 SR0090                         *CURRENT SURVEY CONTROL
 SR0090  ___________________________________________________________________
 SR0090* NAD 83(1986)-  47 23 23.     (N)    108 51 34.     (W)     SCALED    
 SR0090* NAVD 88     -       986.713  (meters)    3237.24   (feet)  ADJUSTED  
 SR0090  ___________________________________________________________________
 SR0090  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SR0090  DYNAMIC HT  -         986.682 (meters)    3237.14  (feet)  COMP
 SR0090  MODELED GRAV-     980,547.2   (mgal)                       NAVD 88
 SR0090
 SR0090  VERT ORDER  -  SECOND    CLASS 0
 SR0090
 SR0090.The horizontal coordinates were scaled from a topographic map and have
 SR0090.an estimated accuracy of +/- 6 seconds.
 SR0090
 SR0090.The orthometric height was determined by differential leveling
 SR0090.and adjusted by the National Geodetic Survey in June 1991..
 SR0090
 SR0090.The geoid height was determined by GEOID03.
 SR0090
 SR0090.The dynamic height is computed by dividing the NAVD 88
 SR0090.geopotential number by the normal gravity value computed on the
 SR0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0090.degrees latitude (g = 980.6199 gals.).
 SR0090
 SR0090.The modeled gravity was interpolated from observed gravity values.
 SR0090
 SR0090;                    North         East    Units  Estimated Accuracy
 SR0090;SPC MT       -   349,080.      648,330.      MT  (+/- 180 meters Scaled)
 SR0090
 SR0090                          SUPERSEDED SURVEY CONTROL
 SR0090
 SR0090  NGVD 29 (??/??/92)  985.936  (m)         3234.69   (f) ADJ UNCH    2 0
 SR0090
 SR0090.Superseded values are not recommended for survey control.
 SR0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0090.See file dsdata.txt to determine how the superseded data were derived.
 SR0090
 SR0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT615506(NAD 83)
 SR0090_MARKER: DB = BENCH MARK DISK
 SR0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0090_STAMPING: H 134 1934
 SR0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0090+STABILITY: SURFACE MOTION
 SR0090
 SR0090  HISTORY     - Date     Condition        Report By
 SR0090  HISTORY     - 1934     MONUMENTED       CGS
 SR0090  HISTORY     - 1979     GOOD             USGS
 SR0090
 SR0090                          STATION DESCRIPTION
 SR0090
 SR0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0090'7.2 MI E FROM ROY.
 SR0090'7.2 MILES EAST ALONG THE ROAD LEADING TO WILDER FROM ROY, 24 FEET
 SR0090'NORTHWEST OF THE CENTERLINE OF THE ROAD, 8 FEET NORTHWEST OF A FENCE
 SR0090'CORNER, AND 2-1/2 FEET NORTHEAST OF A NORTHWEST AND SOUTHEAST FENCE. A
 SR0090'STANDARD DISK, STAMPED H 134 1934 AND SET IN THE TOP OF A CONCRETE
 SR0090'POST.
 SR0090
 SR0090                          STATION RECOVERY (1979)
 SR0090
 SR0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0090'ROY, 2.9 MI EAST OF, ALONG US HWY. 191, THENCE 4.1 MI NORTHEAST ALONG
 SR0090'A GRAVELED ROAD, 0.2 MI SOUTHEAST OF A DAM, 300 YDS. SOUTH OF A BEND
 SR0090'IN THE ROAD, 190 YDS. EAST OF A CATTLEGUARD, 150 YDS. SOUTHEAST OF
 SR0090'ROAD, 60 FT. WEST OF A FENCE CORNER, 10 FT. NORTH OF A FENCE, A
 SR0090'STANDARD DISK STAMPED H 134 1934 AND SET IN THE TOP OF A CONCRETE
 SR0090'POST PROJECTING 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0168 ***********************************************************************
 RW0168  DESIGNATION -  H 136
 RW0168  PID         -  RW0168
 RW0168  STATE/COUNTY-  MT/MEAGHER
 RW0168  USGS QUAD   -  LINGSHIRE (1966)
 RW0168
 RW0168                         *CURRENT SURVEY CONTROL
 RW0168  ___________________________________________________________________
 RW0168* NAD 83(1986)-  46 50 28.     (N)    111 24 24.     (W)     SCALED    
 RW0168* NAVD 88     -      1428.252  (meters)    4685.86   (feet)  ADJUSTED  
 RW0168  ___________________________________________________________________
 RW0168  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 RW0168  DYNAMIC HT  -        1427.973 (meters)    4684.94  (feet)  COMP
 RW0168  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 RW0168
 RW0168  VERT ORDER  -  SECOND    CLASS 0
 RW0168
 RW0168.The horizontal coordinates were scaled from a topographic map and have
 RW0168.an estimated accuracy of +/- 6 seconds.
 RW0168
 RW0168.The orthometric height was determined by differential leveling
 RW0168.and adjusted by the National Geodetic Survey in June 1991..
 RW0168
 RW0168.The geoid height was determined by GEOID03.
 RW0168
 RW0168.The dynamic height is computed by dividing the NAVD 88
 RW0168.geopotential number by the normal gravity value computed on the
 RW0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0168.degrees latitude (g = 980.6199 gals.).
 RW0168
 RW0168.The modeled gravity was interpolated from observed gravity values.
 RW0168
 RW0168;                    North         East    Units  Estimated Accuracy
 RW0168;SPC MT       -   289,690.      454,660.      MT  (+/- 180 meters Scaled)
 RW0168
 RW0168                          SUPERSEDED SURVEY CONTROL
 RW0168
 RW0168  NGVD 29 (??/??/92) 1427.251  (m)         4682.57   (f) ADJ UNCH    2 0
 RW0168
 RW0168.Superseded values are not recommended for survey control.
 RW0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0168.See file dsdata.txt to determine how the superseded data were derived.
 RW0168
 RW0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS689875(NAD 83)
 RW0168_MARKER: DB = BENCH MARK DISK
 RW0168_SETTING: 66 = SET IN ROCK OUTCROP
 RW0168_SP_SET: ROCK OUTCROP
 RW0168_STAMPING: H 136 1934
 RW0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0168+STABILITY: POSITION/ELEVATION WELL
 RW0168
 RW0168  HISTORY     - Date     Condition        Report By
 RW0168  HISTORY     - 1934     MONUMENTED       CGS
 RW0168
 RW0168                          STATION DESCRIPTION
 RW0168
 RW0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0168'IN LINGSHIRE.
 RW0168'AT LINGSHIRE, MEAGHER COUNTY, ON THE GREAT FALLS ROAD, 250 FEET WEST
 RW0168'OF THE POST OFFICE AND GENERAL STORE, 100 FEET NORTHEAST OF A SMALL
 RW0168'WHITE HOUSE, 100 FEET EAST OF A CURVE IN THE ROAD, 32 FEET SOUTH OF
 RW0168'THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A
 RW0168'STANDARD DISK, STAMPED H 136 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0779 ***********************************************************************
 SS0779  DESIGNATION -  H 137
 SS0779  PID         -  SS0779
 SS0779  STATE/COUNTY-  MT/CASCADE
 SS0779  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0779
 SS0779                         *CURRENT SURVEY CONTROL
 SS0779  ___________________________________________________________________
 SS0779* NAD 83(1986)-  47 22 46.     (N)    111 26 30.     (W)     SCALED    
 SS0779* NAVD 88     -      1041.890  (meters)    3418.27   (feet)  ADJUSTED  
 SS0779  ___________________________________________________________________
 SS0779  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 SS0779  DYNAMIC HT  -        1041.806 (meters)    3417.99  (feet)  COMP
 SS0779  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 SS0779
 SS0779  VERT ORDER  -  SECOND    CLASS 0
 SS0779
 SS0779.The horizontal coordinates were scaled from a topographic map and have
 SS0779.an estimated accuracy of +/- 6 seconds.
 SS0779
 SS0779.The orthometric height was determined by differential leveling
 SS0779.and adjusted by the National Geodetic Survey in June 1991..
 SS0779
 SS0779.The geoid height was determined by GEOID03.
 SS0779
 SS0779.The dynamic height is computed by dividing the NAVD 88
 SS0779.geopotential number by the normal gravity value computed on the
 SS0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0779.degrees latitude (g = 980.6199 gals.).
 SS0779
 SS0779.The modeled gravity was interpolated from observed gravity values.
 SS0779
 SS0779;                    North         East    Units  Estimated Accuracy
 SS0779;SPC MT       -   349,550.      453,470.      MT  (+/- 180 meters Scaled)
 SS0779
 SS0779                          SUPERSEDED SURVEY CONTROL
 SS0779
 SS0779  NGVD 29 (??/??/92) 1040.978  (m)         3415.28   (f) ADJ UNCH    2 0
 SS0779
 SS0779.Superseded values are not recommended for survey control.
 SS0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0779.See file dsdata.txt to determine how the superseded data were derived.
 SS0779
 SS0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT666474(NAD 83)
 SS0779_MARKER: DB = BENCH MARK DISK
 SS0779_SETTING: 66 = SET IN ROCK OUTCROP
 SS0779_SP_SET: ROCK OUTCROP
 SS0779_STAMPING: H 137 1934
 SS0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0779+STABILITY: POSITION/ELEVATION WELL
 SS0779
 SS0779  HISTORY     - Date     Condition        Report By
 SS0779  HISTORY     - 1934     MONUMENTED       CGS
 SS0779  HISTORY     - 1962     MARK NOT FOUND   NGS
 SS0779
 SS0779                          STATION DESCRIPTION
 SS0779
 SS0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0779'6.0 MI SE FROM ULM.
 SS0779'6.0 MILES SOUTHEAST ALONG THE MILLEGAN ROAD FROM ULM, CASCADE COUNTY,
 SS0779'0.1 MILE NORTHWEST OF A FORK IN THE ROAD AT THE POINT WHERE THE ROAD
 SS0779'TO ULM GOES DOWNHILL, 32 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 SS0779'30 FEET NORTH OF A FENCE CORNER, 3 FEET WEST OF THE FENCE LINE, AND IN
 SS0779'THE TOP OF A ROCK OUTCROP ABOUT 15 FEET ABOVE THE ROAD.  A STANDARD
 SS0779'DISK, STAMPED H 137 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0337 ***********************************************************************
 QX0337  DESIGNATION -  H 139
 QX0337  PID         -  QX0337
 QX0337  STATE/COUNTY-  MT/MADISON
 QX0337  USGS QUAD   -  CAMERON (1988)
 QX0337
 QX0337                         *CURRENT SURVEY CONTROL
 QX0337  ___________________________________________________________________
 QX0337* NAD 83(1986)-  45 12 52.     (N)    111 40 42.     (W)     SCALED    
 QX0337* NAVD 88     -      1631.071  (meters)    5351.27   (feet)  ADJUSTED  
 QX0337  ___________________________________________________________________
 QX0337  GEOID HEIGHT-          -9.98  (meters)                     GEOID03
 QX0337  DYNAMIC HT  -        1630.324 (meters)    5348.82  (feet)  COMP
 QX0337  MODELED GRAV-     980,101.1   (mgal)                       NAVD 88
 QX0337
 QX0337  VERT ORDER  -  FIRST     CLASS II
 QX0337
 QX0337.The horizontal coordinates were scaled from a topographic map and have
 QX0337.an estimated accuracy of +/- 6 seconds.
 QX0337
 QX0337.The orthometric height was determined by differential leveling
 QX0337.and adjusted by the National Geodetic Survey in June 1991..
 QX0337
 QX0337.The geoid height was determined by GEOID03.
 QX0337
 QX0337.The dynamic height is computed by dividing the NAVD 88
 QX0337.geopotential number by the normal gravity value computed on the
 QX0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0337.degrees latitude (g = 980.6199 gals.).
 QX0337
 QX0337.The modeled gravity was interpolated from observed gravity values.
 QX0337
 QX0337;                    North         East    Units  Estimated Accuracy
 QX0337;SPC MT       -   109,570.      428,930.      MT  (+/- 180 meters Scaled)
 QX0337
 QX0337                          SUPERSEDED SURVEY CONTROL
 QX0337
 QX0337  NGVD 29 (08/20/92) 1629.858  (m)         5347.29   (f) ADJUSTED    1 2
 QX0337
 QX0337.Superseded values are not recommended for survey control.
 QX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0337.See file dsdata.txt to determine how the superseded data were derived.
 QX0337
 QX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR467069(NAD 83)
 QX0337_MARKER: DB = BENCH MARK DISK
 QX0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0337_SP_SET: CONCRETE POST
 QX0337_STAMPING: H 139 1934
 QX0337_MARK LOGO: CGS   
 QX0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0337+STABILITY: SURFACE MOTION
 QX0337
 QX0337  HISTORY     - Date     Condition        Report By
 QX0337  HISTORY     - 1934     MONUMENTED       CGS
 QX0337  HISTORY     - 1959     GOOD             NGS
 QX0337  HISTORY     - 1987     GOOD             NGS
 QX0337
 QX0337                          STATION DESCRIPTION
 QX0337
 QX0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QX0337'0.8 MI N FROM CAMERON.
 QX0337'0.8 MILE NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND STORE
 QX0337'AT CAMERON, IN THE NORTHWEST 1/4 OF SECTION 24, T 7 S, R 1 W, 42 1/2
 QX0337'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE SOUTH OF
 QX0337'A T FENCE, 6 1/2 FEET WEST OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A
 QX0337'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 QX0337'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 QX0337'INCHES.
 QX0337
 QX0337                          STATION RECOVERY (1987)
 QX0337
 QX0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0325 ***********************************************************************
 SS0325  DESIGNATION -  H 140
 SS0325  PID         -  SS0325
 SS0325  STATE/COUNTY-  MT/CASCADE
 SS0325  USGS QUAD   -  RICEVILLE (1995)
 SS0325
 SS0325                         *CURRENT SURVEY CONTROL
 SS0325  ___________________________________________________________________
 SS0325* NAD 83(1986)-  47 08 52.     (N)    110 56 59.     (W)     SCALED    
 SS0325* NAVD 88     -      1275.675  (meters)    4185.28   (feet)  POSTED    
 SS0325  ___________________________________________________________________
 SS0325  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 SS0325  DYNAMIC HT  -        1275.390 (meters)    4184.34  (feet)  COMP
 SS0325  MODELED GRAV-     980,348.7   (mgal)                       NAVD 88
 SS0325
 SS0325  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SS0325
 SS0325.The horizontal coordinates were scaled from a topographic map and have
 SS0325.an estimated accuracy of +/- 6 seconds.
 SS0325
 SS0325.The orthometric height was determined by differential leveling
 SS0325.and adjusted by the National Geodetic Survey in 1992..
 SS0325.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SS0325.rate of 2.1 thru 3.0 mm/km.
 SS0325
 SS0325.The geoid height was determined by GEOID03.
 SS0325
 SS0325.The dynamic height is computed by dividing the NAVD 88
 SS0325.geopotential number by the normal gravity value computed on the
 SS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0325.degrees latitude (g = 980.6199 gals.).
 SS0325
 SS0325.The modeled gravity was interpolated from observed gravity values.
 SS0325
 SS0325;                    North         East    Units  Estimated Accuracy
 SS0325;SPC MT       -   323,010.      490,120.      MT  (+/- 180 meters Scaled)
 SS0325
 SS0325                          SUPERSEDED SURVEY CONTROL
 SS0325
 SS0325  NGVD 29 (??/??/92) 1274.618  (m)         4181.81   (f) ADJ UNCH    2 0
 SS0325
 SS0325.Superseded values are not recommended for survey control.
 SS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0325.See file dsdata.txt to determine how the superseded data were derived.
 SS0325
 SS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT038215(NAD 83)
 SS0325_MARKER: DB = BENCH MARK DISK
 SS0325_SETTING: 80 = SET IN A BOULDER
 SS0325_SP_SET: BOULDER
 SS0325_STAMPING: H 140 1934
 SS0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0325+STABILITY: SURFACE MOTION
 SS0325
 SS0325  HISTORY     - Date     Condition        Report By
 SS0325  HISTORY     - 1934     MONUMENTED       CGS
 SS0325  HISTORY     - 1967     GOOD             USGS
 SS0325
 SS0325                          STATION DESCRIPTION
 SS0325
 SS0325'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SS0325'8.4 MI NW FROM MONARCH.
 SS0325'ABOUT 3.4 MI. N. ON U.S. HWY. 89 FROM SCHOOL AT MONARCH.  THENCE W.
 SS0325'ALONG DIRT RD. FOR 8.2 MI. TO BRIDGE OVER BELT CREEK.  THEN N. ON OLD
 SS0325'RAILROAD GRADE ON E. SIDE OF CREEK FOR 1.1 MI.  ABOUT 323 FT. SE OF
 SS0325'THE S. CORNER OF A BARN.  26 FT. S. OF CENTER OF OLD RAILROAD GRADE IN
 SS0325'TOP OF A BOULDER ABOUT 3 X 3 FT. AND ABOUT 1.5 FT. ABOVE RAILROAD
 SS0325'GRADE.  A STANDARD DISK SET IN TOP OF BOULDER STAMPED H 140 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0578 ***********************************************************************
 RX0578  DESIGNATION -  H 141
 RX0578  PID         -  RX0578
 RX0578  STATE/COUNTY-  MT/GRANITE
 RX0578  USGS QUAD   -  HALL (1989)
 RX0578
 RX0578                         *CURRENT SURVEY CONTROL
 RX0578  ___________________________________________________________________
 RX0578* NAD 83(1986)-  46 35 12.     (N)    113 11 43.     (W)     SCALED    
 RX0578* NAVD 88     -      1280.712  (meters)    4201.80   (feet)  ADJUSTED  
 RX0578  ___________________________________________________________________
 RX0578  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 RX0578  DYNAMIC HT  -        1280.406 (meters)    4200.80  (feet)  COMP
 RX0578  MODELED GRAV-     980,331.5   (mgal)                       NAVD 88
 RX0578
 RX0578  VERT ORDER  -  SECOND    CLASS 0
 RX0578
 RX0578.The horizontal coordinates were scaled from a topographic map and have
 RX0578.an estimated accuracy of +/- 6 seconds.
 RX0578
 RX0578.The orthometric height was determined by differential leveling
 RX0578.and adjusted by the National Geodetic Survey in June 1991..
 RX0578
 RX0578.The geoid height was determined by GEOID03.
 RX0578
 RX0578.The dynamic height is computed by dividing the NAVD 88
 RX0578.geopotential number by the normal gravity value computed on the
 RX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0578.degrees latitude (g = 980.6199 gals.).
 RX0578
 RX0578.The modeled gravity was interpolated from observed gravity values.
 RX0578
 RX0578;                    North         East    Units  Estimated Accuracy
 RX0578;SPC MT       -   266,330.      317,060.      MT  (+/- 180 meters Scaled)
 RX0578
 RX0578                          SUPERSEDED SURVEY CONTROL
 RX0578
 RX0578  NGVD 29 (??/??/92) 1279.614  (m)         4198.20   (f) ADJ UNCH    2 0
 RX0578
 RX0578.Superseded values are not recommended for survey control.
 RX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0578.See file dsdata.txt to determine how the superseded data were derived.
 RX0578
 RX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS318615(NAD 83)
 RX0578_MARKER: DB = BENCH MARK DISK
 RX0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0578_STAMPING: H 141 1934
 RX0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0578+STABILITY: SURFACE MOTION
 RX0578
 RX0578  HISTORY     - Date     Condition        Report By
 RX0578  HISTORY     - 1934     MONUMENTED       CGS
 RX0578  HISTORY     - 1959     GOOD             NGS
 RX0578
 RX0578                          STATION DESCRIPTION
 RX0578
 RX0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0578'IN HALL.
 RX0578'AT HALL, 220 FEET NORTH OF THE NORTHEAST CORNER OF THE NORTHERN
 RX0578'PACIFIC RAILROAD STATION, IN THE SOUTH SIDE OF SECTION 26, T 10 N, R
 RX0578'13 W, 16 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, 15 1/2 FEET EAST
 RX0578'OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 1.5 FEET WEST OF A METAL
 RX0578'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 RX0578'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0186 ***********************************************************************
 QY0186  DESIGNATION -  H 142
 QY0186  PID         -  QY0186
 QY0186  STATE/COUNTY-  MT/BEAVERHEAD
 QY0186  USGS QUAD   -  GLEN SE (1979)
 QY0186
 QY0186                         *CURRENT SURVEY CONTROL
 QY0186  ___________________________________________________________________
 QY0186* NAD 83(1986)-  45 20 02.     (N)    112 31 32.     (W)     SCALED    
 QY0186* NAVD 88     -      1499.889  (meters)    4920.89   (feet)  ADJUSTED  
 QY0186  ___________________________________________________________________
 QY0186  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 QY0186  DYNAMIC HT  -        1499.311 (meters)    4918.99  (feet)  COMP
 QY0186  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 QY0186
 QY0186  VERT ORDER  -  SECOND    CLASS 0
 QY0186
 QY0186.The horizontal coordinates were scaled from a topographic map and have
 QY0186.an estimated accuracy of +/- 6 seconds.
 QY0186
 QY0186.The orthometric height was determined by differential leveling
 QY0186.and adjusted by the National Geodetic Survey in June 1991..
 QY0186
 QY0186.The geoid height was determined by GEOID03.
 QY0186
 QY0186.The dynamic height is computed by dividing the NAVD 88
 QY0186.geopotential number by the normal gravity value computed on the
 QY0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0186.degrees latitude (g = 980.6199 gals.).
 QY0186
 QY0186.The modeled gravity was interpolated from observed gravity values.
 QY0186
 QY0186;                    North         East    Units  Estimated Accuracy
 QY0186;SPC MT       -   125,050.      362,940.      MT  (+/- 180 meters Scaled)
 QY0186
 QY0186                          SUPERSEDED SURVEY CONTROL
 QY0186
 QY0186  NGVD 29 (??/??/92) 1498.766  (m)         4917.20   (f) ADJ UNCH    2 0
 QY0186
 QY0186.Superseded values are not recommended for survey control.
 QY0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0186.See file dsdata.txt to determine how the superseded data were derived.
 QY0186
 QY0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR804211(NAD 83)
 QY0186_MARKER: DB = BENCH MARK DISK
 QY0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0186_STAMPING: H 142 1934
 QY0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0186+STABILITY: SURFACE MOTION
 QY0186
 QY0186  HISTORY     - Date     Condition        Report By
 QY0186  HISTORY     - 1934     MONUMENTED       CGS
 QY0186
 QY0186                          STATION DESCRIPTION
 QY0186
 QY0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0186'10.5 MI NE FROM DILLON.
 QY0186'10.5 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM DILLON, DIRECTLY IN
 QY0186'FRONT OF A LARGE WHITE FARMHOUSE ABOUT 100 FEET WEST OF THE HIGHWAY
 QY0186'AND SURROUNDED BY TREES, AND 39 FEET EAST OF THE CENTERLINE OF THE
 QY0186'HIGHWAY.  A STANDARD DISK, STAMPED H 142 1934 AND SET IN THE TOP OF A
 QY0186'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0052 ***********************************************************************
 QY0052  DESIGNATION -  H 143
 QY0052  PID         -  QY0052
 QY0052  STATE/COUNTY-  MT/JEFFERSON
 QY0052  USGS QUAD   -  WHITEHALL (1996)
 QY0052
 QY0052                         *CURRENT SURVEY CONTROL
 QY0052  ___________________________________________________________________
 QY0052* NAD 83(1986)-  45 52 00.     (N)    112 04 03.     (W)     SCALED    
 QY0052* NAVD 88     -      1321.799  (meters)    4336.60   (feet)  ADJUSTED  
 QY0052  ___________________________________________________________________
 QY0052  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 QY0052  DYNAMIC HT  -        1321.391 (meters)    4335.26  (feet)  COMP
 QY0052  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 QY0052
 QY0052  VERT ORDER  -  FIRST     CLASS II
 QY0052
 QY0052.The horizontal coordinates were scaled from a topographic map and have
 QY0052.an estimated accuracy of +/- 6 seconds.
 QY0052
 QY0052.The orthometric height was determined by differential leveling
 QY0052.and adjusted by the National Geodetic Survey in June 1991..
 QY0052
 QY0052.The geoid height was determined by GEOID03.
 QY0052
 QY0052.The dynamic height is computed by dividing the NAVD 88
 QY0052.geopotential number by the normal gravity value computed on the
 QY0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0052.degrees latitude (g = 980.6199 gals.).
 QY0052
 QY0052.The modeled gravity was interpolated from observed gravity values.
 QY0052
 QY0052;                    North         East    Units  Estimated Accuracy
 QY0052;SPC MT       -   182,930.      400,750.      MT  (+/- 180 meters Scaled)
 QY0052
 QY0052                          SUPERSEDED SURVEY CONTROL
 QY0052
 QY0052  NGVD 29 (??/??/92) 1320.706  (m)         4333.02   (f) ADJ UNCH    1 2
 QY0052
 QY0052.Superseded values are not recommended for survey control.
 QY0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0052.See file dsdata.txt to determine how the superseded data were derived.
 QY0052
 QY0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR171797(NAD 83)
 QY0052_MARKER: DB = BENCH MARK DISK
 QY0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0052_STAMPING: H 143 1934
 QY0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0052+STABILITY: SURFACE MOTION
 QY0052
 QY0052  HISTORY     - Date     Condition        Report By
 QY0052  HISTORY     - 1934     MONUMENTED       CGS
 QY0052  HISTORY     - 1958     GOOD             NGS
 QY0052  HISTORY     - 1982     MARK NOT FOUND   NGS
 QY0052
 QY0052                          STATION DESCRIPTION
 QY0052
 QY0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0052'1.55 MI E FROM WHITEHALL.
 QY0052'1.55 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 QY0052'WHITEHALL, IN SECTION 2, T 1 N, R 4 W, 7 RAILS EAST OF MILEPOST 37, 46
 QY0052'FEET NORTH OF THE NORTH RAIL, 58 FEET NORTHWEST OF THE CENTER OF A
 QY0052'ROAD CROSSING, 30 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 15
 QY0052'FEET NORTH OF A POWER POLE, 3 FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A
 QY0052'WHITE WOODEN WITNESS POST, 115 FEET SOUTH OF THE CENTER LINE OF U. S.
 QY0052'HIGHWAY 10, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 QY0052'NOTE-- THIS MARK IS CRACKED DUE TO A POOR MIXTURE OF CONCRETE, BUT IS
 QY0052'STILL SOLID.
 QY0052
 QY0052                          STATION RECOVERY (1982)
 QY0052
 QY0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QY0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0312 ***********************************************************************
 PY0312  DESIGNATION -  H 144
 PY0312  PID         -  PY0312
 PY0312  STATE/COUNTY-  MT/GALLATIN
 PY0312  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0312
 PY0312                         *CURRENT SURVEY CONTROL
 PY0312  ___________________________________________________________________
 PY0312* NAD 83(1986)-  44 48 22.     (N)    111 14 32.     (W)     SCALED    
 PY0312* NAVD 88     -      1999.513  (meters)    6560.07   (feet)  POSTED    
 PY0312  ___________________________________________________________________
 PY0312  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0312  DYNAMIC HT  -        1998.450 (meters)    6556.58  (feet)  COMP
 PY0312  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 PY0312
 PY0312  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PY0312
 PY0312.The horizontal coordinates were scaled from a topographic map and have
 PY0312.an estimated accuracy of +/- 6 seconds.
 PY0312
 PY0312.The orthometric height was determined by differential leveling
 PY0312.and adjusted by the National Geodetic Survey in 1992..
 PY0312.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PY0312.rate of 2.1 thru 3.0 mm/km.
 PY0312
 PY0312.The geoid height was determined by GEOID03.
 PY0312
 PY0312.The dynamic height is computed by dividing the NAVD 88
 PY0312.geopotential number by the normal gravity value computed on the
 PY0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0312.degrees latitude (g = 980.6199 gals.).
 PY0312
 PY0312.The modeled gravity was interpolated from observed gravity values.
 PY0312
 PY0312;                    North         East    Units  Estimated Accuracy
 PY0312;SPC MT       -    63,350.      462,160.      MT  (+/- 180 meters Scaled)
 PY0312
 PY0312                          SUPERSEDED SURVEY CONTROL
 PY0312
 PY0312  NGVD 29 (??/??/92) 1997.99   (m)         6555.1    (f) COMPUTED    1 2
 PY0312
 PY0312.Superseded values are not recommended for survey control.
 PY0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0312.See file dsdata.txt to determine how the superseded data were derived.
 PY0312
 PY0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ808614(NAD 83)
 PY0312_MARKER: DB = BENCH MARK DISK
 PY0312_SETTING: 66 = SET IN ROCK OUTCROP
 PY0312_SP_SET: LARGE POINTED ROCK
 PY0312_STAMPING: H 144 1959
 PY0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0312+STABILITY: POSITION/ELEVATION WELL
 PY0312
 PY0312  HISTORY     - Date     Condition        Report By
 PY0312  HISTORY     - 1959     MONUMENTED       CGS
 PY0312
 PY0312                          STATION DESCRIPTION
 PY0312
 PY0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0312'6.4 MI SE FROM HEBGEN DAM.
 PY0312'ABOUT 6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, IN
 PY0312'SECTION 9, R 4 E, T 12 S, 33 FEET NORTH OF THE CENTER LINE OF THE
 PY0312'HIGHWAY, IN THE TOP OF A LARGE POINTED ROCK, ABOUT 0.15 MILE WEST OF A
 PY0312'CABIN, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0313 ***********************************************************************
 PY0313  DESIGNATION -  H 144 RESET
 PY0313  PID         -  PY0313
 PY0313  STATE/COUNTY-  MT/GALLATIN
 PY0313  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0313
 PY0313                         *CURRENT SURVEY CONTROL
 PY0313  ___________________________________________________________________
 PY0313* NAD 83(1986)-  44 48 20.     (N)    111 14 33.     (W)     SCALED    
 PY0313* NAVD 88     -      1998.911  (meters)    6558.09   (feet)  ADJUSTED  
 PY0313  ___________________________________________________________________
 PY0313  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0313  DYNAMIC HT  -        1997.846 (meters)    6554.60  (feet)  COMP
 PY0313  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 PY0313
 PY0313  VERT ORDER  -  FIRST     CLASS II
 PY0313
 PY0313.The horizontal coordinates were scaled from a topographic map and have
 PY0313.an estimated accuracy of +/- 6 seconds.
 PY0313
 PY0313.The orthometric height was determined by differential leveling
 PY0313.and adjusted by the National Geodetic Survey in June 1991..
 PY0313
 PY0313.The geoid height was determined by GEOID03.
 PY0313
 PY0313.The dynamic height is computed by dividing the NAVD 88
 PY0313.geopotential number by the normal gravity value computed on the
 PY0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0313.degrees latitude (g = 980.6199 gals.).
 PY0313
 PY0313.The modeled gravity was interpolated from observed gravity values.
 PY0313
 PY0313;                    North         East    Units  Estimated Accuracy
 PY0313;SPC MT       -    63,290.      462,140.      MT  (+/- 180 meters Scaled)
 PY0313
 PY0313                          SUPERSEDED SURVEY CONTROL
 PY0313
 PY0313  NGVD 29 (08/20/92) 1997.697  (m)         6554.11   (f) ADJUSTED    1 2
 PY0313
 PY0313.Superseded values are not recommended for survey control.
 PY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0313.See file dsdata.txt to determine how the superseded data were derived.
 PY0313
 PY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ808613(NAD 83)
 PY0313_MARKER: DB = BENCH MARK DISK
 PY0313_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PY0313_SP_SET: CURB
 PY0313_STAMPING: H 144 RESET 1964
 PY0313_MARK LOGO: CGS   
 PY0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0313
 PY0313  HISTORY     - Date     Condition        Report By
 PY0313  HISTORY     - 1964     MONUMENTED       CGS
 PY0313  HISTORY     - 1987     GOOD             NGS
 PY0313
 PY0313                          STATION DESCRIPTION
 PY0313
 PY0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0313'15.3 MI NW FROM WEST YELLOWSTONE.
 PY0313'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE INTERSECTION OF
 PY0313'HIGHWAY 191 AND CANYON STREET, JUST WEST OF THE POST OFFICE IN WEST
 PY0313'YELLOWSTONE, TO THE JUNCTION OF SECONDARY ROAD 499, THENCE NORTHWEST
 PY0313'ON SECONDARY 499 FOR 6.9 MILES TO THE MARK ON THE LEFT, 90 FEET
 PY0313'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 30 FEET NORTHWEST OF THE NORTH
 PY0313'CORNER OF THE OFFICE FOR THE LAKEVIEW CABINS, 17 FEET EAST OF A LIGHT
 PY0313'POLE WITH A METER, 9 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER
 PY0313'AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY, CEMENTED IN A DRILL HOLE IN
 PY0313'A CONCRETE CURB FOR AN ORNAMENTAL PLOT.
 PY0313
 PY0313                          STATION RECOVERY (1987)
 PY0313
 PY0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0313'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  24.0 KM (14.90
 PY0313'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0313'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0338 ***********************************************************************
 QX0338  CBN         -  This is a Cooperative Base Network Control Station.
 QX0338  DESIGNATION -  H 146
 QX0338  PID         -  QX0338
 QX0338  STATE/COUNTY-  MT/MADISON
 QX0338  USGS QUAD   -  CAMERON (1988)
 QX0338
 QX0338                         *CURRENT SURVEY CONTROL
 QX0338  ___________________________________________________________________
 QX0338* NAD 83(1999)-  45 13 56.79376(N)    111 40 45.16177(W)     ADJUSTED  
 QX0338* NAVD 88     -      1616.392  (meters)    5303.11   (feet)  ADJUSTED  
 QX0338  ___________________________________________________________________
 QX0338  X           -  -1,662,498.051 (meters)                     COMP
 QX0338  Y           -  -4,182,089.302 (meters)                     COMP
 QX0338  Z           -   4,506,717.982 (meters)                     COMP
 QX0338  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 QX0338  ELLIP HEIGHT-        1606.38  (meters)          (04/16/01) GPS OBS
 QX0338  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 QX0338  DYNAMIC HT  -        1615.663 (meters)    5300.72  (feet)  COMP
 QX0338  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 QX0338
 QX0338  HORZ ORDER  -  B
 QX0338  VERT ORDER  -  FIRST     CLASS II
 QX0338  ELLP ORDER  -  FOURTH    CLASS II
 QX0338
 QX0338.The horizontal coordinates were established by GPS observations
 QX0338.and adjusted by the National Geodetic Survey in April 2001..
 QX0338.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0338.DATUM ITEM on the data sheet items page.
 QX0338
 QX0338.The orthometric height was determined by differential leveling
 QX0338.and adjusted by the National Geodetic Survey in June 1991..
 QX0338.WARNING-Repeat measurements at this control monument indicate possible
 QX0338.vertical movement.
 QX0338
 QX0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0338
 QX0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0338
 QX0338.The ellipsoidal height was determined by GPS observations
 QX0338.and is referenced to NAD 83.
 QX0338
 QX0338.The geoid height was determined by GEOID03.
 QX0338
 QX0338.The dynamic height is computed by dividing the NAVD 88
 QX0338.geopotential number by the normal gravity value computed on the
 QX0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0338.degrees latitude (g = 980.6199 gals.).
 QX0338
 QX0338.The modeled gravity was interpolated from observed gravity values.
 QX0338
 QX0338;                    North         East     Units Scale Factor Converg.
 QX0338;SPC MT       -   111,575.068   428,916.803   MT  0.99986843   -1 35 38.8
 QX0338;SPC MT       -   366,059.93  1,407,207.36   iFT  0.99986843   -1 35 38.8
 QX0338;UTM  12      - 5,008,996.732   446,684.632   MT  0.99963495   -0 28 56.0
 QX0338
 QX0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0338!SPC MT       -   0.99974821  x   0.99986843  =   0.99961667
 QX0338!UTM  12      -   0.99974821  x   0.99963495  =   0.99938325
 QX0338
 QX0338                          SUPERSEDED SURVEY CONTROL
 QX0338
 QX0338  NAD 83(1992)-  45 13 56.79342(N)    111 40 45.16034(W) AD(       ) B
 QX0338  ELLIP H (05/15/92) 1606.46   (m)                       GP(       ) 4 2
 QX0338  NAD 83(1986)-  45 13 56.78412(N)    111 40 45.14461(W) AD(       ) 1
 QX0338  NAVD 88 (05/28/92) 1616.39   (m)         5303.1    (f) LEVELING    3  
 QX0338  NGVD 29 (08/20/92) 1615.185  (m)         5299.15   (f) ADJUSTED    1 2
 QX0338
 QX0338.Superseded values are not recommended for survey control.
 QX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0338.See file dsdata.txt to determine how the superseded data were derived.
 QX0338
 QX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR4668508997(NAD 83)
 QX0338_MARKER: DB = BENCH MARK DISK
 QX0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0338_SP_SET: CONCRETE POST
 QX0338_STAMPING: H 146 1959
 QX0338_MARK LOGO: CGS   
 QX0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0338+STABILITY: SURFACE MOTION
 QX0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0338+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QX0338
 QX0338  HISTORY     - Date     Condition        Report By
 QX0338  HISTORY     - 1959     MONUMENTED       CGS
 QX0338  HISTORY     - 1987     GOOD             NGS
 QX0338  HISTORY     - 1987     GOOD             NGS
 QX0338
 QX0338                          STATION DESCRIPTION
 QX0338
 QX0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0338'2.05 MI N FROM CAMERON.
 QX0338'2.05 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND
 QX0338'STORE AT CAMERON, IN THE NORTHEAST CORNER OF SECTION 14, T 7 S, R 1 W,
 QX0338'66 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 75 FEET SOUTHWEST OF
 QX0338'THE CENTER OF THE JUNCTION OF THE GRAVELLY RANGE ROAD, 37 FEET SOUTH
 QX0338'OF THE CENTER LINE OF THE GRAVELLY RANGE ROAD, 16 1/2 FEET WEST OF A
 QX0338'BRACED POWER POLE, 12 1/2 FEET NORTHWEST OF A FENCE CORNER POST, 1 1/2
 QX0338'FEET NORTHEAST OF A JOG IN THE FENCE, ABOUT LEVEL WITH THE HIGHWAY,
 QX0338'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 QX0338
 QX0338                          STATION RECOVERY (1987)
 QX0338
 QX0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 QX0338'THE STATION WAS RECOVERED AT THIS DATE.
 QX0338'
 QX0338'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI)
 QX0338'SOUTH OF ENNIS,
 QX0338'3.2 KM (2 MI) NORTH OF CAMERON, AT THE TURNOFF TO THE ENNIS
 QX0338'NATIONAL FISH HATCHERY, IN THE NORTHEAST CORNER OF SECTION 14, T 7
 QX0338'S, R 1 W, ON HIGHWAY RIGHT-OF-WAY.
 QX0338'OWNERSHIP--STATE DEPARTMENT OF HIGHWAYS.
 QX0338'
 QX0338'TO REACH THE STATION FROM THE T-ROAD JUNCTION IN CAMERON, GO
 QX0338'NORTH FOR 3.2 KM (2.0 MI) ON U.S. HIGHWAY 287 TO AN OFFSET
 QX0338'CROSSROAD AND THE STATION ON THE LEFT.
 QX0338'
 QX0338'THE STATION IS A STANDARD CGS BENCH MARK DISK
 QX0338'STAMPED---H 146 1959---,
 QX0338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QX0338'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 QX0338'20.0 METERS (65.6 FT) WEST FROM THE APPROXIMATE CENTER OF
 QX0338'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY,
 QX0338'16.1 METERS (52.8 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 QX0338'CATTLE GUARD,
 QX0338'12.0 METERS (39.4 FT) SOUTH FROM THE APPROXIMATE CENTER OF GRAVELLY
 QX0338'RANGE ROAD,
 QX0338'5.2 METERS (17.1 FT) WEST FROM A UTILITY POLE,
 QX0338'0.6 METERS (2.0 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST AND
 QX0338'0.3 METERS (1.0 FT) NORTHWEST FROM A FENCE.
 QX0338'
 QX0338'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 QX0338'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 QX0338'
 QX0338'THIS STATION SUITABLE FOR GPS SURVEYS.
 QX0338'
 QX0338'DESCRIBED BY G.R. HEID.
 QX0338
 QX0338                          STATION RECOVERY (1987)
 QX0338
 QX0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0143 ***********************************************************************
 RU0143  DESIGNATION -  H 147
 RU0143  PID         -  RU0143
 RU0143  STATE/COUNTY-  MT/ROSEBUD
 RU0143  USGS QUAD   -  FORSYTH (1984)
 RU0143
 RU0143                         *CURRENT SURVEY CONTROL
 RU0143  ___________________________________________________________________
 RU0143* NAD 83(1986)-  46 16 50.     (N)    106 41 43.     (W)     SCALED    
 RU0143* NAVD 88     -       833.905  (meters)    2735.90   (feet)  ADJUSTED  
 RU0143  ___________________________________________________________________
 RU0143  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 RU0143  DYNAMIC HT  -         833.819 (meters)    2735.62  (feet)  COMP
 RU0143  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 RU0143
 RU0143  VERT ORDER  -  FIRST     CLASS II
 RU0143
 RU0143.The horizontal coordinates were scaled from a topographic map and have
 RU0143.an estimated accuracy of +/- 6 seconds.
 RU0143
 RU0143.The orthometric height was determined by differential leveling
 RU0143.and adjusted by the National Geodetic Survey in June 1991..
 RU0143
 RU0143.The geoid height was determined by GEOID03.
 RU0143
 RU0143.The dynamic height is computed by dividing the NAVD 88
 RU0143.geopotential number by the normal gravity value computed on the
 RU0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0143.degrees latitude (g = 980.6199 gals.).
 RU0143
 RU0143.The modeled gravity was interpolated from observed gravity values.
 RU0143
 RU0143;                    North         East    Units  Estimated Accuracy
 RU0143;SPC MT       -   229,520.      816,000.      MT  (+/- 180 meters Scaled)
 RU0143
 RU0143                          SUPERSEDED SURVEY CONTROL
 RU0143
 RU0143  NGVD 29 (??/??/92)  833.276  (m)         2733.84   (f) ADJ UNCH    1 2
 RU0143
 RU0143.Superseded values are not recommended for survey control.
 RU0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0143.See file dsdata.txt to determine how the superseded data were derived.
 RU0143
 RU0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM693266(NAD 83)
 RU0143_MARKER: DB = BENCH MARK DISK
 RU0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0143_STAMPING: H 147 1960
 RU0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0143+STABILITY: SURFACE MOTION
 RU0143
 RU0143  HISTORY     - Date     Condition        Report By
 RU0143  HISTORY     - 1960     MONUMENTED       CGS
 RU0143  HISTORY     - 1981     GOOD             NGS
 RU0143
 RU0143                          STATION DESCRIPTION
 RU0143
 RU0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0143'2.75 MI NE FROM FORSYTH.
 RU0143'ABOUT 0.8 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0143'STATION AT FORSYTH, THENCE 1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 12,
 RU0143'THENCE 0.7 MILE NORTHEAST ALONG A GRAVELED ROAD, IN SECTION 16, R 40
 RU0143'E, T 6 N, 31 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 88
 RU0143'FEET SOUTH OF THE CENTER OF A ROAD JUNCTION, 81 FEET SOUTHWEST OF A
 RU0143'TELEPHONE POLE, 1 FOOT NORTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A
 RU0143'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD, AND IN THE TOP OF A
 RU0143'CONCRETE POST PROJECTING 9 INCHES.
 RU0143
 RU0143                          STATION RECOVERY (1981)
 RU0143
 RU0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0054 ***********************************************************************
 RU0054  DESIGNATION -  H 148
 RU0054  PID         -  RU0054
 RU0054  STATE/COUNTY-  MT/ROSEBUD
 RU0054  USGS QUAD   -  THURLOW (1984)
 RU0054
 RU0054                         *CURRENT SURVEY CONTROL
 RU0054  ___________________________________________________________________
 RU0054* NAD 83(1986)-  46 17 04.     (N)    106 21 18.     (W)     SCALED    
 RU0054* NAVD 88     -       751.863  (meters)    2466.74   (feet)  ADJUSTED  
 RU0054  ___________________________________________________________________
 RU0054  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 RU0054  DYNAMIC HT  -         751.794 (meters)    2466.51  (feet)  COMP
 RU0054  MODELED GRAV-     980,497.5   (mgal)                       NAVD 88
 RU0054
 RU0054  VERT ORDER  -  FIRST     CLASS II
 RU0054
 RU0054.The horizontal coordinates were scaled from a topographic map and have
 RU0054.an estimated accuracy of +/- 6 seconds.
 RU0054
 RU0054.The orthometric height was determined by differential leveling
 RU0054.and adjusted by the National Geodetic Survey in June 1991..
 RU0054
 RU0054.The geoid height was determined by GEOID03.
 RU0054
 RU0054.The dynamic height is computed by dividing the NAVD 88
 RU0054.geopotential number by the normal gravity value computed on the
 RU0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0054.degrees latitude (g = 980.6199 gals.).
 RU0054
 RU0054.The modeled gravity was interpolated from observed gravity values.
 RU0054
 RU0054;                    North         East    Units  Estimated Accuracy
 RU0054;SPC MT       -   230,940.      842,180.      MT  (+/- 180 meters Scaled)
 RU0054
 RU0054                          SUPERSEDED SURVEY CONTROL
 RU0054
 RU0054  NGVD 29 (??/??/92)  751.260  (m)         2464.76   (f) ADJ UNCH    1 2
 RU0054
 RU0054.Superseded values are not recommended for survey control.
 RU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0054.See file dsdata.txt to determine how the superseded data were derived.
 RU0054
 RU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM956265(NAD 83)
 RU0054_MARKER: DB = BENCH MARK DISK
 RU0054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RU0054_SP_SET: HEADWALL
 RU0054_STAMPING: H 148 1960
 RU0054_MARK LOGO: CGS   
 RU0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0054+STABILITY: SURFACE MOTION
 RU0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0054+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1969
 RU0054
 RU0054  HISTORY     - Date     Condition        Report By
 RU0054  HISTORY     - 1960     MONUMENTED       CGS
 RU0054  HISTORY     - 19690901 GOOD             USGS
 RU0054
 RU0054                          STATION DESCRIPTION
 RU0054
 RU0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0054'4.55 MI NE FROM ROSEBUD.
 RU0054'ABOUT 4.55 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0054'STATION AT ROSEBUD, 0.2 MILE EAST OF MILEPOST 107, IN SECTION 9, R 43
 RU0054'E, T 6 N, SET IN A LARGE SANDSTONE, 1 FOOT WEST OF THE EAST EDGE WHICH
 RU0054'PROJECTS 4 1/2 FEET, 88 FEET NORTH OF THE NORTH RAIL, 67 FEET NORTH OF
 RU0054'THE NORTH END OF A CONCRETE CULVERT, 16 FEET NORTH OF A FENCE, 14 FEET
 RU0054'WEST OF A RAVINE, AND ABOUT 6 FEET BELOW THE TRACK.
 RU0054
 RU0054                          STATION RECOVERY (1969)
 RU0054
 RU0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RU0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0277 ***********************************************************************
 RT0277  DESIGNATION -  H 149
 RT0277  PID         -  RT0277
 RT0277  STATE/COUNTY-  MT/CUSTER
 RT0277  USGS QUAD   -  LIGNITE CREEK (1980)
 RT0277
 RT0277                         *CURRENT SURVEY CONTROL
 RT0277  ___________________________________________________________________
 RT0277* NAD 83(1986)-  46 20 39.     (N)    105 59 18.     (W)     SCALED    
 RT0277* NAVD 88     -       730.915  (meters)    2398.01   (feet)  ADJUSTED  
 RT0277  ___________________________________________________________________
 RT0277  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 RT0277  DYNAMIC HT  -         730.853 (meters)    2397.81  (feet)  COMP
 RT0277  MODELED GRAV-     980,504.4   (mgal)                       NAVD 88
 RT0277
 RT0277  VERT ORDER  -  FIRST     CLASS II
 RT0277
 RT0277.The horizontal coordinates were scaled from a topographic map and have
 RT0277.an estimated accuracy of +/- 6 seconds.
 RT0277
 RT0277.The orthometric height was determined by differential leveling
 RT0277.and adjusted by the National Geodetic Survey in June 1991..
 RT0277
 RT0277.The geoid height was determined by GEOID03.
 RT0277
 RT0277.The dynamic height is computed by dividing the NAVD 88
 RT0277.geopotential number by the normal gravity value computed on the
 RT0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0277.degrees latitude (g = 980.6199 gals.).
 RT0277
 RT0277.The modeled gravity was interpolated from observed gravity values.
 RT0277
 RT0277;                    North         East    Units  Estimated Accuracy
 RT0277;SPC MT       -   238,770.      870,100.      MT  (+/- 180 meters Scaled)
 RT0277
 RT0277                          SUPERSEDED SURVEY CONTROL
 RT0277
 RT0277  NGVD 29 (??/??/92)  730.315  (m)         2396.04   (f) ADJ UNCH    1 2
 RT0277
 RT0277.Superseded values are not recommended for survey control.
 RT0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0277.See file dsdata.txt to determine how the superseded data were derived.
 RT0277
 RT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM239327(NAD 83)
 RT0277_MARKER: DB = BENCH MARK DISK
 RT0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0277_SP_SET: CULVERT
 RT0277_STAMPING: H 149 1960
 RT0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0277
 RT0277  HISTORY     - Date     Condition        Report By
 RT0277  HISTORY     - 1960     MONUMENTED       CGS
 RT0277
 RT0277                          STATION DESCRIPTION
 RT0277
 RT0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0277'8.35 MI SW FROM MILES CITY.
 RT0277'ABOUT 8.35 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0277'STATION AT MILES CITY, 0.1 MILE OR 16 RAILS EAST OF MILEPOST 87, 3
 RT0277'RAILS EAST OF SEMAPHORE 87.1, IN SECTION 20, T 7 N, R 46 E, SET IN THE
 RT0277'TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 11
 RT0277'FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0344 ***********************************************************************
 RT0344  DESIGNATION -  H 150
 RT0344  PID         -  RT0344
 RT0344  STATE/COUNTY-  MT/CUSTER
 RT0344  USGS QUAD   -  SHIRLEY (1969)
 RT0344
 RT0344                         *CURRENT SURVEY CONTROL
 RT0344  ___________________________________________________________________
 RT0344* NAD 83(1986)-  46 37 27.     (N)    105 32 39.     (W)     SCALED    
 RT0344* NAVD 88     -       701.150  (meters)    2300.36   (feet)  ADJUSTED  
 RT0344  ___________________________________________________________________
 RT0344  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RT0344  DYNAMIC HT  -         701.117 (meters)    2300.25  (feet)  COMP
 RT0344  MODELED GRAV-     980,543.9   (mgal)                       NAVD 88
 RT0344
 RT0344  VERT ORDER  -  FIRST     CLASS II
 RT0344
 RT0344.The horizontal coordinates were scaled from a topographic map and have
 RT0344.an estimated accuracy of +/- 6 seconds.
 RT0344
 RT0344.The orthometric height was determined by differential leveling
 RT0344.and adjusted by the National Geodetic Survey in June 1991..
 RT0344.WARNING-Repeat measurements at this control monument indicate possible
 RT0344.vertical movement.
 RT0344
 RT0344.The geoid height was determined by GEOID03.
 RT0344
 RT0344.The dynamic height is computed by dividing the NAVD 88
 RT0344.geopotential number by the normal gravity value computed on the
 RT0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0344.degrees latitude (g = 980.6199 gals.).
 RT0344
 RT0344.The modeled gravity was interpolated from observed gravity values.
 RT0344
 RT0344;                    North         East    Units  Estimated Accuracy
 RT0344;SPC MT       -   271,470.      902,660.      MT  (+/- 180 meters Scaled)
 RT0344
 RT0344                          SUPERSEDED SURVEY CONTROL
 RT0344
 RT0344  NGVD 29 (??/??/92)  700.673  (m)         2298.79   (f) ADJ UNCH    1 2
 RT0344
 RT0344.Superseded values are not recommended for survey control.
 RT0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0344.See file dsdata.txt to determine how the superseded data were derived.
 RT0344
 RT0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM583635(NAD 83)
 RT0344_MARKER: DB = BENCH MARK DISK
 RT0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0344_STAMPING: H 150 1960
 RT0344_MARK LOGO: CGS   
 RT0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0344+STABILITY: SURFACE MOTION
 RT0344
 RT0344  HISTORY     - Date     Condition        Report By
 RT0344  HISTORY     - 1960     MONUMENTED       CGS
 RT0344  HISTORY     - 1981     GOOD             NGS
 RT0344
 RT0344                          STATION DESCRIPTION
 RT0344
 RT0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0344'21.75 MI NE FROM MILES CITY.
 RT0344'ABOUT 21.75 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RT0344'THE STATION AT MILES CITY, ALSO 17.85 MILES SOUTHWEST ALONG THE
 RT0344'NORTHERN PACIFIC RAILWAY FROM THE STATION AT TERRY, 7 POLES NORTHEAST
 RT0344'OF MILEPOST 57, 0.2 MILE SOUTHWEST OF A BRIDGE OVER MILES CREEK, IN
 RT0344'SECTION 15, T 10 N, R 49 E, 60 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 RT0344'107 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 10, 8 1/2 FEET
 RT0344'NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 RT0344'19 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 RT0344'POST, ABOUT 2 1/2 FEET ABOVE THE TRACK, AND IN THE TOP OF A CONCRETE
 RT0344'POST PROJECTING 5 INCHES.
 RT0344
 RT0344                          STATION RECOVERY (1981)
 RT0344
 RT0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0168 ***********************************************************************
 SQ0168  DESIGNATION -  H 151
 SQ0168  PID         -  SQ0168
 SQ0168  STATE/COUNTY-  MT/GARFIELD
 SQ0168  USGS QUAD   -  COHAGEN NE (1965)
 SQ0168
 SQ0168                         *CURRENT SURVEY CONTROL
 SQ0168  ___________________________________________________________________
 SQ0168* NAD 83(1986)-  47 08 57.     (N)    106 33 29.     (W)     SCALED    
 SQ0168* NAVD 88     -       890.433  (meters)    2921.36   (feet)  ADJUSTED  
 SQ0168  ___________________________________________________________________
 SQ0168  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SQ0168  DYNAMIC HT  -         890.409 (meters)    2921.28  (feet)  COMP
 SQ0168  MODELED GRAV-     980,555.8   (mgal)                       NAVD 88
 SQ0168
 SQ0168  VERT ORDER  -  SECOND    CLASS 0
 SQ0168
 SQ0168.The horizontal coordinates were scaled from a topographic map and have
 SQ0168.an estimated accuracy of +/- 6 seconds.
 SQ0168
 SQ0168.The orthometric height was determined by differential leveling
 SQ0168.and adjusted by the National Geodetic Survey in June 1991..
 SQ0168
 SQ0168.The geoid height was determined by GEOID03.
 SQ0168
 SQ0168.The dynamic height is computed by dividing the NAVD 88
 SQ0168.geopotential number by the normal gravity value computed on the
 SQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0168.degrees latitude (g = 980.6199 gals.).
 SQ0168
 SQ0168.The modeled gravity was interpolated from observed gravity values.
 SQ0168
 SQ0168;                    North         East    Units  Estimated Accuracy
 SQ0168;SPC MT       -   326,340.      822,940.      MT  (+/- 180 meters Scaled)
 SQ0168
 SQ0168                          SUPERSEDED SURVEY CONTROL
 SQ0168
 SQ0168  NGVD 29 (??/??/92)  889.749  (m)         2919.12   (f) ADJ UNCH    2 0
 SQ0168
 SQ0168.Superseded values are not recommended for survey control.
 SQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0168.See file dsdata.txt to determine how the superseded data were derived.
 SQ0168
 SQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN818229(NAD 83)
 SQ0168_MARKER: DB = BENCH MARK DISK
 SQ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0168_STAMPING: H 151 1960
 SQ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0168+STABILITY: SURFACE MOTION
 SQ0168
 SQ0168  HISTORY     - Date     Condition        Report By
 SQ0168  HISTORY     - 1960     MONUMENTED       CGS
 SQ0168
 SQ0168                          STATION DESCRIPTION
 SQ0168
 SQ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0168'15.35 MI N FROM COHAGEN.
 SQ0168'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0168'COHAGEN, THENCE 7.1 MILES EAST ALONG A GRADED DIRT ROAD, ON THE CREST
 SQ0168'OF A HILL, IN SECTION 8, T 16 N, R 40 E, 56 FEET NORTH OF THE CENTER
 SQ0168'LINE OF THE ROAD, 21 FEET NORTH OF A FENCE, ABOUT 3 FEET ABOVE THE
 SQ0168'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0170 ***********************************************************************
 RT0170  DESIGNATION -  H 153
 RT0170  PID         -  RT0170
 RT0170  STATE/COUNTY-  MT/PRAIRIE
 RT0170  USGS QUAD   -  FALLON (1983)
 RT0170
 RT0170                         *CURRENT SURVEY CONTROL
 RT0170  ___________________________________________________________________
 RT0170* NAD 83(1986)-  46 50 36.     (N)    105 02 47.     (W)     SCALED    
 RT0170* NAVD 88     -       662.925  (meters)    2174.95   (feet)  ADJUSTED  
 RT0170  ___________________________________________________________________
 RT0170  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 RT0170  DYNAMIC HT  -         662.909 (meters)    2174.89  (feet)  COMP
 RT0170  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 RT0170
 RT0170  VERT ORDER  -  FIRST     CLASS II
 RT0170
 RT0170.The horizontal coordinates were scaled from a topographic map and have
 RT0170.an estimated accuracy of +/- 6 seconds.
 RT0170
 RT0170.The orthometric height was determined by differential leveling
 RT0170.and adjusted by the National Geodetic Survey in June 1991..
 RT0170.WARNING-Repeat measurements at this control monument indicate possible
 RT0170.vertical movement.
 RT0170
 RT0170.The geoid height was determined by GEOID03.
 RT0170
 RT0170.The dynamic height is computed by dividing the NAVD 88
 RT0170.geopotential number by the normal gravity value computed on the
 RT0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0170.degrees latitude (g = 980.6199 gals.).
 RT0170
 RT0170.The modeled gravity was interpolated from observed gravity values.
 RT0170
 RT0170;                    North         East    Units  Estimated Accuracy
 RT0170;SPC MT       -   297,820.      939,330.      MT  (+/- 180 meters Scaled)
 RT0170
 RT0170                          SUPERSEDED SURVEY CONTROL
 RT0170
 RT0170  NGVD 29 (??/??/92)  662.440  (m)         2173.36   (f) ADJ UNCH    1 2
 RT0170
 RT0170.Superseded values are not recommended for survey control.
 RT0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0170.See file dsdata.txt to determine how the superseded data were derived.
 RT0170
 RT0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM964877(NAD 83)
 RT0170_MARKER: DB = BENCH MARK DISK
 RT0170_SETTING: 80 = SET IN A BOULDER
 RT0170_SP_SET: BOULDER
 RT0170_STAMPING: G 153 1960
 RT0170_MARK LOGO: CGS   
 RT0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0170+STABILITY: SURFACE MOTION
 RT0170
 RT0170  HISTORY     - Date     Condition        Report By
 RT0170  HISTORY     - 1960     MONUMENTED       CGS
 RT0170  HISTORY     - 1981     GOOD             NGS
 RT0170
 RT0170                          STATION DESCRIPTION
 RT0170
 RT0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0170'3.75 MI E FROM FALLON.
 RT0170'3.75 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0170'FALLON, 6 POLES NORTHEAST OF MILEPOST 26, 4 RAILS NORTHEAST OF A
 RT0170'SEMAPHORE SIGNAL, IN SECTION 32, R 53 E, T 13 N, SET IN THE TOP OF A
 RT0170'SANDSTONE BOULDER AT THE FOOT OF THE NORTHWEST SLOPE OF A BANK, 22
 RT0170'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET ABOVE THE
 RT0170'TRACK.
 RT0170
 RT0170                          STATION RECOVERY (1981)
 RT0170
 RT0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0100 ***********************************************************************
 SQ0100  DESIGNATION -  H 154
 SQ0100  PID         -  SQ0100
 SQ0100  STATE/COUNTY-  MT/GARFIELD
 SQ0100  USGS QUAD   -  WHITESIDE RANCH (1965)
 SQ0100
 SQ0100                         *CURRENT SURVEY CONTROL
 SQ0100  ___________________________________________________________________
 SQ0100* NAD 83(1986)-  47 11 29.     (N)    106 15 20.     (W)     SCALED    
 SQ0100* NAVD 88     -       771.080  (meters)    2529.78   (feet)  ADJUSTED  
 SQ0100  ___________________________________________________________________
 SQ0100  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 SQ0100  DYNAMIC HT  -         771.073 (meters)    2529.76  (feet)  COMP
 SQ0100  MODELED GRAV-     980,577.6   (mgal)                       NAVD 88
 SQ0100
 SQ0100  VERT ORDER  -  SECOND    CLASS 0
 SQ0100
 SQ0100.The horizontal coordinates were scaled from a topographic map and have
 SQ0100.an estimated accuracy of +/- 6 seconds.
 SQ0100
 SQ0100.The orthometric height was determined by differential leveling
 SQ0100.and adjusted by the National Geodetic Survey in June 1991..
 SQ0100
 SQ0100.The geoid height was determined by GEOID03.
 SQ0100
 SQ0100.The dynamic height is computed by dividing the NAVD 88
 SQ0100.geopotential number by the normal gravity value computed on the
 SQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0100.degrees latitude (g = 980.6199 gals.).
 SQ0100
 SQ0100.The modeled gravity was interpolated from observed gravity values.
 SQ0100
 SQ0100;                    North         East    Units  Estimated Accuracy
 SQ0100;SPC MT       -   331,930.      845,660.      MT  (+/- 180 meters Scaled)
 SQ0100
 SQ0100                          SUPERSEDED SURVEY CONTROL
 SQ0100
 SQ0100  NGVD 29 (??/??/92)  770.434  (m)         2527.67   (f) ADJ UNCH    2 0
 SQ0100
 SQ0100.Superseded values are not recommended for survey control.
 SQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0100.See file dsdata.txt to determine how the superseded data were derived.
 SQ0100
 SQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN048271(NAD 83)
 SQ0100_MARKER: DB = BENCH MARK DISK
 SQ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0100_STAMPING: H 154 1960
 SQ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0100+STABILITY: SURFACE MOTION
 SQ0100
 SQ0100  HISTORY     - Date     Condition        Report By
 SQ0100  HISTORY     - 1960     MONUMENTED       CGS
 SQ0100  HISTORY     - 1965     GOOD             USGS
 SQ0100
 SQ0100                          STATION DESCRIPTION
 SQ0100
 SQ0100'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0100'39.43 MI SE FROM JORDAN.
 SQ0100'ABOUT 26.8 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 SQ0100'JORDAN, THENCE 10.4 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 258,
 SQ0100'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.23 MILES SOUTH
 SQ0100'ALONG AN OLD COUNTY ROAD, ON THE SLOPE OF A HILL, 310 FEET NORTH OF
 SQ0100'THE CENTERLINE OF A TRACK ROAD LEADING WEST TO THE HELM RANCH, IN
 SQ0100'SECTION 32, T 17 N, R 43 E, 49 FEET WEST OF THE CENTERLINE OF THE
 SQ0100'ROAD, 54 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET EAST OF A FENCE,
 SQ0100'1.0 FOOT WEST OF A WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE ROAD,
 SQ0100'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0066 ***********************************************************************
 QX0066  DESIGNATION -  H 155
 QX0066  PID         -  QX0066
 QX0066  STATE/COUNTY-  MT/PARK
 QX0066  USGS QUAD   -  EMIGRANT (1988)
 QX0066
 QX0066                         *CURRENT SURVEY CONTROL
 QX0066  ___________________________________________________________________
 QX0066* NAD 83(1986)-  45 22 14.     (N)    110 43 55.     (W)     SCALED    
 QX0066* NAVD 88     -      1484.488  (meters)    4870.36   (feet)  ADJUSTED  
 QX0066  ___________________________________________________________________
 QX0066  GEOID HEIGHT-          -9.66  (meters)                     GEOID03
 QX0066  DYNAMIC HT  -        1483.873 (meters)    4868.34  (feet)  COMP
 QX0066  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 QX0066  OBS GRAVITY -     980,150.9   (mgal)                       GRAV_OBS
 QX0066
 QX0066  VERT ORDER  -  FIRST     CLASS II
 QX0066
 QX0066.The horizontal coordinates were scaled from a topographic map and have
 QX0066.an estimated accuracy of +/- 6 seconds.
 QX0066
 QX0066.The orthometric height was determined by differential leveling
 QX0066.and adjusted by the National Geodetic Survey in June 1991..
 QX0066
 QX0066.The geoid height was determined by GEOID03.
 QX0066
 QX0066.The dynamic height is computed by dividing the NAVD 88
 QX0066.geopotential number by the normal gravity value computed on the
 QX0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0066.degrees latitude (g = 980.6199 gals.).
 QX0066
 QX0066.The modeled gravity was interpolated from observed gravity values.
 QX0066.The observed gravity was obtained from relative gravimeter ties
 QX0066.to the IGSN71 gravity network.
 QX0066
 QX0066;                    North         East    Units  Estimated Accuracy
 QX0066;SPC MT       -   125,300.      503,520.      MT  (+/- 180 meters Scaled)
 QX0066
 QX0066                          SUPERSEDED SURVEY CONTROL
 QX0066
 QX0066  NGVD 29 (08/20/92) 1483.296  (m)         4866.45   (f) ADJUSTED    1 2
 QX0066
 QX0066.Superseded values are not recommended for survey control.
 QX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0066.See file dsdata.txt to determine how the superseded data were derived.
 QX0066
 QX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR209241(NAD 83)
 QX0066_MARKER: DB = BENCH MARK DISK
 QX0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0066_SP_SET: CULVERT
 QX0066_STAMPING: H 155 1960
 QX0066_MARK LOGO: CGS   
 QX0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0066
 QX0066  HISTORY     - Date     Condition        Report By
 QX0066  HISTORY     - 1960     MONUMENTED       CGS
 QX0066  HISTORY     - 1983     GOOD             NGS
 QX0066
 QX0066                          STATION DESCRIPTION
 QX0066
 QX0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0066'0.15 MI NE FROM EMIGRANT.
 QX0066'ABOUT 0.15 MILE NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0066'RAILWAY FROM THE POST OFFICE AT EMIGRANT, 48 1/2 FEET EAST OF THE 3RD
 QX0066'TELEPHONE POLE NORTHEAST OF MILEPOST 23, 85 FEET SOUTHEAST OF THE
 QX0066'SOUTHEAST RAIL, IN THE CENTER OF THE TOP OF A LARGE CONCRETE HEADWALL
 QX0066'OF A CULVERT OVER AN IRRIGATION DITCH, 40 FEET NORTHWEST OF THE CENTER
 QX0066'LINE OF A GRAVELED ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE GRAVELED
 QX0066'ROAD, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.  IN SECTION 27, T
 QX0066'5 S, R 8 E.
 QX0066
 QX0066                          STATION RECOVERY (1983)
 QX0066
 QX0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0066'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  35.2 KM (21.85
 QX0066'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0066'HIGHWAY 90 IN LIVINGSTON, IN THE CENTER OF THE NORTHWEST HEADWALL OF
 QX0066'AN IRRIGATION CANAL PASSING UNDER THE HIGHWAY, AND 15.2 METERS (49.9
 QX0066'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QX0066'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0288 ***********************************************************************
 SP0288  DESIGNATION -  H 157
 SP0288  PID         -  SP0288
 SP0288  STATE/COUNTY-  MT/RICHLAND
 SP0288  USGS QUAD   -  CRANE (1966)
 SP0288
 SP0288                         *CURRENT SURVEY CONTROL
 SP0288  ___________________________________________________________________
 SP0288* NAD 83(1986)-  47 30 35.     (N)    104 18 15.     (W)     SCALED    
 SP0288* NAVD 88     -       592.379  (meters)    1943.50   (feet)  ADJUSTED  
 SP0288  ___________________________________________________________________
 SP0288  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 SP0288  DYNAMIC HT  -         592.428 (meters)    1943.66  (feet)  COMP
 SP0288  MODELED GRAV-     980,676.7   (mgal)                       NAVD 88
 SP0288
 SP0288  VERT ORDER  -  FIRST     CLASS II
 SP0288
 SP0288.The horizontal coordinates were scaled from a topographic map and have
 SP0288.an estimated accuracy of +/- 6 seconds.
 SP0288
 SP0288.The orthometric height was determined by differential leveling
 SP0288.and adjusted by the National Geodetic Survey in June 1991..
 SP0288
 SP0288.The geoid height was determined by GEOID03.
 SP0288
 SP0288.The dynamic height is computed by dividing the NAVD 88
 SP0288.geopotential number by the normal gravity value computed on the
 SP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0288.degrees latitude (g = 980.6199 gals.).
 SP0288
 SP0288.The modeled gravity was interpolated from observed gravity values.
 SP0288
 SP0288;                    North         East    Units  Estimated Accuracy
 SP0288;SPC MT       -   375,180.      990,890.      MT  (+/- 180 meters Scaled)
 SP0288
 SP0288                          SUPERSEDED SURVEY CONTROL
 SP0288
 SP0288.No superseded survey control is available for this station.
 SP0288
 SP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN523620(NAD 83)
 SP0288_MARKER: DB = BENCH MARK DISK
 SP0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0288_SP_SET: CONCRETE POST
 SP0288_STAMPING: H 157 1960
 SP0288_MARK LOGO: CGS   
 SP0288_PROJECTION: PROJECTING 15 CENTIMETERS
 SP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0288+STABILITY: SURFACE MOTION
 SP0288
 SP0288  HISTORY     - Date     Condition        Report By
 SP0288  HISTORY     - 1960     MONUMENTED       CGS
 SP0288  HISTORY     - 1981     GOOD             NGS
 SP0288
 SP0288                          STATION DESCRIPTION
 SP0288
 SP0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0288'6.9 KM (4.3 MI) NE FROM SAVAGE.
 SP0288'0.5 KM (0.3 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0288'SAVAGE, THENCE 6.9 KM (4.3 MI) NORTHEASTERLY ALONG THE BURLINGTON
 SP0288'NORTHERN RAILROAD, AT THE RAILROAD SIDING IN HOFFMANVILLE, 18.3 METERS
 SP0288'(60.0 FT) WEST OF MILEPOST 38, 13.1 METERS (43.0 FT) WEST OF THE NEAR
 SP0288'RAIL OF THE MAIN TRACK AND 0.3 METER (1.0 FT) EAST OF A FENCE.
 SP0288'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 SP0288'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0266 ***********************************************************************
 QX0266  DESIGNATION -  H 160
 QX0266  PID         -  QX0266
 QX0266  STATE/COUNTY-  MT/GALLATIN
 QX0266  USGS QUAD   -  RUBY MOUNTAIN (1987)
 QX0266
 QX0266                         *CURRENT SURVEY CONTROL
 QX0266  ___________________________________________________________________
 QX0266* NAD 83(1986)-  45 30 31.     (N)    111 15 42.     (W)     SCALED    
 QX0266* NAVD 88     -      1575.764  (meters)    5169.82   (feet)  ADJUSTED  
 QX0266  ___________________________________________________________________
 QX0266  GEOID HEIGHT-         -10.06  (meters)                     GEOID03
 QX0266  DYNAMIC HT  -        1575.146 (meters)    5167.79  (feet)  COMP
 QX0266  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 QX0266
 QX0266  VERT ORDER  -  FIRST     CLASS II
 QX0266
 QX0266.The horizontal coordinates were scaled from a topographic map and have
 QX0266.an estimated accuracy of +/- 6 seconds.
 QX0266
 QX0266.The orthometric height was determined by differential leveling
 QX0266.and adjusted by the National Geodetic Survey in June 1991..
 QX0266
 QX0266.The geoid height was determined by GEOID03.
 QX0266
 QX0266.The dynamic height is computed by dividing the NAVD 88
 QX0266.geopotential number by the normal gravity value computed on the
 QX0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0266.degrees latitude (g = 980.6199 gals.).
 QX0266
 QX0266.The modeled gravity was interpolated from observed gravity values.
 QX0266
 QX0266;                    North         East    Units  Estimated Accuracy
 QX0266;SPC MT       -   141,430.      462,380.      MT  (+/- 180 meters Scaled)
 QX0266
 QX0266                          SUPERSEDED SURVEY CONTROL
 QX0266
 QX0266  NGVD 29 (??/??/92) 1574.485  (m)         5165.62   (f) ADJ UNCH    1 2
 QX0266
 QX0266.Superseded values are not recommended for survey control.
 QX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0266.See file dsdata.txt to determine how the superseded data were derived.
 QX0266
 QX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR795394(NAD 83)
 QX0266_MARKER: DB = BENCH MARK DISK
 QX0266_SETTING: 80 = SET IN A BOULDER
 QX0266_SP_SET: BOULDER
 QX0266_STAMPING: H 160 1960
 QX0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0266+STABILITY: SURFACE MOTION
 QX0266
 QX0266  HISTORY     - Date     Condition        Report By
 QX0266  HISTORY     - 1960     MONUMENTED       CGS
 QX0266
 QX0266                          STATION DESCRIPTION
 QX0266
 QX0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0266'7.35 MI SW FROM GALLATIN GATEWAY.
 QX0266'ABOUT 6.35 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 QX0266'GALLATIN GATEWAY, THENCE 1.0 MILE SOUTHWEST ALONG U. S. HIGHWAY 191,
 QX0266'37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 QX0266'LARGE GRANITE BOULDER, 95 FEET SOUTHWEST OF HIGHWAY MARK NO. 1000 AND
 QX0266'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- IN SECTION 8, T 4 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0308 ***********************************************************************
 QX0308  DESIGNATION -  H 161
 QX0308  PID         -  QX0308
 QX0308  STATE/COUNTY-  MT/GALLATIN
 QX0308  USGS QUAD   -  SUNSHINE POINT (1986)
 QX0308
 QX0308                         *CURRENT SURVEY CONTROL
 QX0308  ___________________________________________________________________
 QX0308* NAD 83(1986)-  45 06 05.     (N)    111 13 09.     (W)     SCALED    
 QX0308* NAVD 88     -      1973.981  (meters)    6476.30   (feet)  ADJUSTED  
 QX0308  ___________________________________________________________________
 QX0308  GEOID HEIGHT-          -8.70  (meters)                     GEOID03
 QX0308  DYNAMIC HT  -        1972.965 (meters)    6472.97  (feet)  COMP
 QX0308  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 QX0308
 QX0308  VERT ORDER  -  FIRST     CLASS II
 QX0308
 QX0308.The horizontal coordinates were scaled from a topographic map and have
 QX0308.an estimated accuracy of +/- 6 seconds.
 QX0308
 QX0308.The orthometric height was determined by differential leveling
 QX0308.and adjusted by the National Geodetic Survey in June 1991..
 QX0308
 QX0308.The geoid height was determined by GEOID03.
 QX0308
 QX0308.The dynamic height is computed by dividing the NAVD 88
 QX0308.geopotential number by the normal gravity value computed on the
 QX0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0308.degrees latitude (g = 980.6199 gals.).
 QX0308
 QX0308.The modeled gravity was interpolated from observed gravity values.
 QX0308
 QX0308;                    North         East    Units  Estimated Accuracy
 QX0308;SPC MT       -    96,120.      464,710.      MT  (+/- 180 meters Scaled)
 QX0308
 QX0308                          SUPERSEDED SURVEY CONTROL
 QX0308
 QX0308  NGVD 29 (??/??/92) 1972.478  (m)         6471.37   (f) ADJ UNCH    1 2
 QX0308
 QX0308.Superseded values are not recommended for survey control.
 QX0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0308.See file dsdata.txt to determine how the superseded data were derived.
 QX0308
 QX0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ827942(NAD 83)
 QX0308_MARKER: DB = BENCH MARK DISK
 QX0308_SETTING: 80 = SET IN A BOULDER
 QX0308_SP_SET: BOULDER
 QX0308_STAMPING: H 161 1960
 QX0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0308+STABILITY: SURFACE MOTION
 QX0308
 QX0308  HISTORY     - Date     Condition        Report By
 QX0308  HISTORY     - 1960     MONUMENTED       CGS
 QX0308
 QX0308                          STATION DESCRIPTION
 QX0308
 QX0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0308'0.2 MI NW FROM 320 RANCH.
 QX0308'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 191 FROM THE ENTRANCE TO
 QX0308'THE 320 RANCH, FORMERLY ELDRIDGE, SET IN THE TOP OF A LARGE BOULDER
 QX0308'WHICH PROJECTS 4 FEET ABOVE THE GROUND, IN SECTION 27, R 4 E, T 8 S,
 QX0308'72 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST
 QX0308'OF A FENCE, AND ABOUT 3 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0117 ***********************************************************************
 QX0117  DESIGNATION -  H 162
 QX0117  PID         -  QX0117
 QX0117  STATE/COUNTY-  MT/YELLOWSTONE
 QX0117  USGS QUAD   -  GARDINER (1986)
 QX0117
 QX0117                         *CURRENT SURVEY CONTROL
 QX0117  ___________________________________________________________________
 QX0117* NAD 83(1986)-  45 00 03.     (N)    110 41 32.     (W)     SCALED    
 QX0117* NAVD 88     -      1708.560  (meters)    5605.50   (feet)  ADJUSTED  
 QX0117  ___________________________________________________________________
 QX0117  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 QX0117  DYNAMIC HT  -        1707.714 (meters)    5602.73  (feet)  COMP
 QX0117  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 QX0117
 QX0117  VERT ORDER  -  FIRST     CLASS II
 QX0117
 QX0117.The horizontal coordinates were scaled from a topographic map and have
 QX0117.an estimated accuracy of +/- 6 seconds.
 QX0117
 QX0117.The orthometric height was determined by differential leveling
 QX0117.and adjusted by the National Geodetic Survey in June 1991..
 QX0117
 QX0117.The geoid height was determined by GEOID03.
 QX0117
 QX0117.The dynamic height is computed by dividing the NAVD 88
 QX0117.geopotential number by the normal gravity value computed on the
 QX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0117.degrees latitude (g = 980.6199 gals.).
 QX0117
 QX0117.The modeled gravity was interpolated from observed gravity values.
 QX0117
 QX0117;                    North         East    Units  Estimated Accuracy
 QX0117;SPC MT       -    84,170.      506,000.      MT  (+/- 180 meters Scaled)
 QX0117
 QX0117                          SUPERSEDED SURVEY CONTROL
 QX0117
 QX0117  NGVD 29 (08/20/92) 1707.364  (m)         5601.58   (f) ADJUSTED    1 2
 QX0117
 QX0117.Superseded values are not recommended for survey control.
 QX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0117.See file dsdata.txt to determine how the superseded data were derived.
 QX0117
 QX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ242830(NAD 83)
 QX0117_MARKER: DB = BENCH MARK DISK
 QX0117_SETTING: 66 = SET IN ROCK OUTCROP
 QX0117_SP_SET: ROCK OUTCROP
 QX0117_STAMPING: H 162 1960
 QX0117_MARK LOGO: CGS   
 QX0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0117+STABILITY: POSITION/ELEVATION WELL
 QX0117
 QX0117  HISTORY     - Date     Condition        Report By
 QX0117  HISTORY     - 1960     MONUMENTED       CGS
 QX0117  HISTORY     - 1983     GOOD             NGS
 QX0117
 QX0117                          STATION DESCRIPTION
 QX0117
 QX0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0117'2.55 MI S FROM GARDINER.
 QX0117'ABOUT 0.15 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE NORTHERN PACIFIC
 QX0117'RAILWAY STATION AT GARDINER, THENCE 2.4 MILES SOUTH ALONG THE
 QX0117'GARDINER-MAMMOTH HOT SPRINGS HIGHWAY, 41 FEET EAST OF THE CENTER LINE
 QX0117'OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 3 INCHES
 QX0117'ABOVE THE GROUND, 3 FEET SOUTHWEST OF A 8 BY 10 FOOT BOULDER, 28 FEET
 QX0117'SOUTH OF THE CENTER LINE OF A BOULDER STREWN WASH, 28 FEET SOUTHEAST
 QX0117'OF A 14-INCH CEDAR TREE, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE
 QX0117'HIGHWAY.
 QX0117
 QX0117                          STATION RECOVERY (1983)
 QX0117
 QX0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0117'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2 MI)
 QX0117'WESTERLY ALONG MAIN STREET FROM ITS JUNCTION WITH U.S. HIGHWAY 89 IN
 QX0117'GARDINER, THENCE 3.9 KM (2.4 MI) SOUTHERLY ALONG THE YELLOWSTONE
 QX0117'NATIONAL PARK HIGHWAY, IN TOP OF A POINTED ROCK OUTCROP THAT PROJECTS
 QX0117'ABOUT 3 INCHES ABOVE THE GROUND, 12.5 METERS (41.0 FT) EAST OF THE
 QX0117'CENTERLINE OF THE HIGHWAY, 8.5 METERS (27.9 FT) SOUTH OF THE CENTER OF
 QX0117'A DRY WASH, 8.5 METERS (27.9 FT) SOUTHEAST OF A 14-INCH CEDAR TREE,
 QX0117'AND 1.0 METER (3.3 FT) SOUTHWEST OF AN 8 BY 10 FT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0219 ***********************************************************************
 SP0219  DESIGNATION -  H 163
 SP0219  PID         -  SP0219
 SP0219  STATE/COUNTY-  MT/MCCONE
 SP0219  USGS QUAD   -  CIRCLE SW (1983)
 SP0219
 SP0219                         *CURRENT SURVEY CONTROL
 SP0219  ___________________________________________________________________
 SP0219* NAD 83(1986)-  47 17 41.     (N)    105 43 30.     (W)     SCALED    
 SP0219* NAVD 88     -       797.324  (meters)    2615.89   (feet)  ADJUSTED  
 SP0219  ___________________________________________________________________
 SP0219  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 SP0219  DYNAMIC HT  -         797.323 (meters)    2615.88  (feet)  COMP
 SP0219  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 SP0219
 SP0219  VERT ORDER  -  SECOND    CLASS 0
 SP0219
 SP0219.The horizontal coordinates were scaled from a topographic map and have
 SP0219.an estimated accuracy of +/- 6 seconds.
 SP0219
 SP0219.The orthometric height was determined by differential leveling
 SP0219.and adjusted by the National Geodetic Survey in June 1991..
 SP0219
 SP0219.The geoid height was determined by GEOID03.
 SP0219
 SP0219.The dynamic height is computed by dividing the NAVD 88
 SP0219.geopotential number by the normal gravity value computed on the
 SP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0219.degrees latitude (g = 980.6199 gals.).
 SP0219
 SP0219.The modeled gravity was interpolated from observed gravity values.
 SP0219
 SP0219;                    North         East    Units  Estimated Accuracy
 SP0219;SPC MT       -   345,200.      885,250.      MT  (+/- 180 meters Scaled)
 SP0219
 SP0219                          SUPERSEDED SURVEY CONTROL
 SP0219
 SP0219  NGVD 29 (??/??/92)  796.714  (m)         2613.89   (f) ADJ UNCH    2 0
 SP0219
 SP0219.Superseded values are not recommended for survey control.
 SP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0219.See file dsdata.txt to determine how the superseded data were derived.
 SP0219
 SP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN451381(NAD 83)
 SP0219_MARKER: DB = BENCH MARK DISK
 SP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0219_STAMPING: H 163 1934
 SP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0219+STABILITY: SURFACE MOTION
 SP0219
 SP0219  HISTORY     - Date     Condition        Report By
 SP0219  HISTORY     - 1934     MONUMENTED       CGS
 SP0219  HISTORY     - 1934     GOOD             NGS
 SP0219  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0219
 SP0219                          STATION DESCRIPTION
 SP0219
 SP0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SP0219'1.8 MI SE FROM BROCKWAY.
 SP0219'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM BROCKWAY, AT THE
 SP0219'JUNCTION WITH THE HIGHWAY LEADING TO GLENDIVE, 100 YARDS SOUTH OF THE
 SP0219'CENTERLINE OF THE HIGHWAY AND 45 YARDS EAST OF STATE HIGHWAY 13.  A
 SP0219'STANDARD DISK, STAMPED H 163 1934 AND SET IN THE TOP OF A CONCRETE
 SP0219'POST.
 SP0219
 SP0219                          STATION RECOVERY (1977)
 SP0219
 SP0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0149 ***********************************************************************
 SP0149  DESIGNATION -  H 164
 SP0149  PID         -  SP0149
 SP0149  STATE/COUNTY-  MT/DAWSON
 SP0149  USGS QUAD   -  LINDSAY (1983)
 SP0149
 SP0149                         *CURRENT SURVEY CONTROL
 SP0149  ___________________________________________________________________
 SP0149* NAD 83(1986)-  47 13 52.     (N)    105 11 06.     (W)     SCALED    
 SP0149* NAVD 88     -       834.511  (meters)    2737.89   (feet)  ADJUSTED  
 SP0149  ___________________________________________________________________
 SP0149  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 SP0149  DYNAMIC HT  -         834.495 (meters)    2737.84  (feet)  COMP
 SP0149  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 SP0149
 SP0149  VERT ORDER  -  SECOND    CLASS 0
 SP0149
 SP0149.The horizontal coordinates were scaled from a topographic map and have
 SP0149.an estimated accuracy of +/- 6 seconds.
 SP0149
 SP0149.The orthometric height was determined by differential leveling
 SP0149.and adjusted by the National Geodetic Survey in June 1991..
 SP0149
 SP0149.The geoid height was determined by GEOID03.
 SP0149
 SP0149.The dynamic height is computed by dividing the NAVD 88
 SP0149.geopotential number by the normal gravity value computed on the
 SP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0149.degrees latitude (g = 980.6199 gals.).
 SP0149
 SP0149.The modeled gravity was interpolated from observed gravity values.
 SP0149
 SP0149;                    North         East    Units  Estimated Accuracy
 SP0149;SPC MT       -   340,250.      926,400.      MT  (+/- 180 meters Scaled)
 SP0149
 SP0149                          SUPERSEDED SURVEY CONTROL
 SP0149
 SP0149  NGVD 29 (??/??/92)  833.901  (m)         2735.89   (f) ADJ UNCH    2 0
 SP0149
 SP0149.Superseded values are not recommended for survey control.
 SP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0149.See file dsdata.txt to determine how the superseded data were derived.
 SP0149
 SP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN859308(NAD 83)
 SP0149_MARKER: DB = BENCH MARK DISK
 SP0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0149_STAMPING: H-164 1934
 SP0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0149+STABILITY: SURFACE MOTION
 SP0149
 SP0149  HISTORY     - Date     Condition        Report By
 SP0149  HISTORY     - 1934     MONUMENTED       CGS
 SP0149
 SP0149                          STATION DESCRIPTION
 SP0149
 SP0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0149'1.8 MI NW FROM LINDSAY.
 SP0149'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE NORTHERN PACIFIC
 SP0149'RAILWAY STATION AT LINDSAY, DAWSON COUNTY, AT AN ABANDONED ROAD
 SP0149'CROSSING, 50 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 SP0149'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTHEAST OF A
 SP0149'RIGHT-OF-WAY FENCE CORNER, AND 3 FEET NORTHEAST OF THE RIGHT-OF-WAY
 SP0149'FENCE.  A STANDARD DISK, STAMPED H 164 1934 AND SET IN THE TOP OF A
 SP0149'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0150 ***********************************************************************
 SP0150  DESIGNATION -  H 164 RESET
 SP0150  PID         -  SP0150
 SP0150  STATE/COUNTY-  MT/DAWSON
 SP0150  USGS QUAD   -  LINDSAY (1983)
 SP0150
 SP0150                         *CURRENT SURVEY CONTROL
 SP0150  ___________________________________________________________________
 SP0150* NAD 83(1986)-  47 13 54.     (N)    105 11 09.     (W)     SCALED    
 SP0150* NAVD 88     -       833.58   (+/-2cm)    2734.8    (feet)  VERTCON   
 SP0150  ___________________________________________________________________
 SP0150  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 SP0150
 SP0150  VERT ORDER  -  THIRD (See Below)
 SP0150
 SP0150.The horizontal coordinates were scaled from a topographic map and have
 SP0150.an estimated accuracy of +/- 6 seconds.
 SP0150
 SP0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0150.The vertical order pertains to the NGVD 29 superseded value.
 SP0150
 SP0150.The geoid height was determined by GEOID03.
 SP0150
 SP0150;                    North         East    Units  Estimated Accuracy
 SP0150;SPC MT       -   340,310.      926,340.      MT  (+/- 180 meters Scaled)
 SP0150
 SP0150                          SUPERSEDED SURVEY CONTROL
 SP0150
 SP0150  NGVD 29 (03/30/06)  832.97   (m)         2732.8    (f) RESET       3  
 SP0150
 SP0150.Superseded values are not recommended for survey control.
 SP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0150.See file dsdata.txt to determine how the superseded data were derived.
 SP0150
 SP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN859309(NAD 83)
 SP0150_MARKER: DB = BENCH MARK DISK
 SP0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SP0150_SP_SET: CONCRETE BLOCK
 SP0150_STAMPING: H 164 RESET 1976
 SP0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SP0150
 SP0150  HISTORY     - Date     Condition        Report By
 SP0150  HISTORY     - 1976     MONUMENTED       MTDH
 SP0150
 SP0150                          STATION DESCRIPTION
 SP0150
 SP0150'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1976
 SP0150'2.1 MI W FROM LINDSAY.
 SP0150'ABOUT 2.1 MILES WEST OF THE B.N. RAILROAD DEPOT AT LINDSAY, MONTANA,
 SP0150'47 FEET NORTH OF CENTERLINE OF RAILROAD TRACK, 37 FEET NORTH OF R.R.
 SP0150'MILEPOST 24, AND 83 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO.
 SP0150'200 S - - STANDARD DISK SET IN THE TOP OF A CONCRETE BLOCK EXTENDING
 SP0150'ABOUT 3 INCHES ABOVE SURFACE OF GROUND.  NOTE-- (A 6-FOOT GALVANIZED
 SP0150'STEEL POST IS SET BESIDE B.M.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0741 ***********************************************************************
 SS0741  DESIGNATION -  H 165
 SS0741  PID         -  SS0741
 SS0741  STATE/COUNTY-  MT/CASCADE
 SS0741  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS0741
 SS0741                         *CURRENT SURVEY CONTROL
 SS0741  ___________________________________________________________________
 SS0741* NAD 83(1986)-  47 27 21.     (N)    111 08 25.     (W)     SCALED    
 SS0741* NAVD 88     -      1039.400  (meters)    3410.10   (feet)  ADJUSTED  
 SS0741  ___________________________________________________________________
 SS0741  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 SS0741  DYNAMIC HT  -        1039.330 (meters)    3409.87  (feet)  COMP
 SS0741  MODELED GRAV-     980,510.0   (mgal)                       NAVD 88
 SS0741
 SS0741  VERT ORDER  -  FIRST     CLASS II
 SS0741
 SS0741.The horizontal coordinates were scaled from a topographic map and have
 SS0741.an estimated accuracy of +/- 6 seconds.
 SS0741
 SS0741.The orthometric height was determined by differential leveling
 SS0741.and adjusted by the National Geodetic Survey in June 1991..
 SS0741
 SS0741.The geoid height was determined by GEOID03.
 SS0741
 SS0741.The dynamic height is computed by dividing the NAVD 88
 SS0741.geopotential number by the normal gravity value computed on the
 SS0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0741.degrees latitude (g = 980.6199 gals.).
 SS0741
 SS0741.The modeled gravity was interpolated from observed gravity values.
 SS0741
 SS0741;                    North         East    Units  Estimated Accuracy
 SS0741;SPC MT       -   357,520.      476,390.      MT  (+/- 180 meters Scaled)
 SS0741
 SS0741                          SUPERSEDED SURVEY CONTROL
 SS0741
 SS0741  NGVD 29 (??/??/92) 1038.505  (m)         3407.16   (f) ADJ UNCH    1 2
 SS0741
 SS0741.Superseded values are not recommended for survey control.
 SS0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0741.See file dsdata.txt to determine how the superseded data were derived.
 SS0741
 SS0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT894558(NAD 83)
 SS0741_MARKER: DB = BENCH MARK DISK
 SS0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0741_STAMPING: H 165 1961
 SS0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0741+STABILITY: SURFACE MOTION
 SS0741
 SS0741  HISTORY     - Date     Condition        Report By
 SS0741  HISTORY     - 1961     MONUMENTED       CGS
 SS0741
 SS0741                          STATION DESCRIPTION
 SS0741
 SS0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0741'1.3 MI NE FROM GERBER.
 SS0741'ABOUT 1.3 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0741'STATION SIGN AT GERBER, IN SECTION 30, T 20 N, R 5 E, ABOUT 0.8 MILE
 SS0741'SOUTHWEST OF THE UNDERPASS OF U. S. HIGHWAY 87, 16 POLES NORTHEAST OF
 SS0741'MILEPOST 212, 3 POLES NORTHEAST OF PRIVATE ROAD CROSSING, 100 FEET
 SS0741'SOUTHEAST OF THE SOUTHEATS RAIL, 1 1/2 FEET NORTHWEST OF A FENCE, 1.7
 SS0741'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 SS0741'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SS0741'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0373 ***********************************************************************
 SS0373  DESIGNATION -  H 166
 SS0373  PID         -  SS0373
 SS0373  STATE/COUNTY-  MT/JUDITH BASIN
 SS0373  USGS QUAD   -  RAYNESFORD (1995)
 SS0373
 SS0373                         *CURRENT SURVEY CONTROL
 SS0373  ___________________________________________________________________
 SS0373* NAD 83(1986)-  47 16 07.     (N)    110 41 58.     (W)     SCALED    
 SS0373* NAVD 88     -      1264.231  (meters)    4147.73   (feet)  ADJUSTED  
 SS0373  ___________________________________________________________________
 SS0373  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 SS0373  DYNAMIC HT  -        1264.072 (meters)    4147.21  (feet)  COMP
 SS0373  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 SS0373
 SS0373  VERT ORDER  -  FIRST     CLASS II
 SS0373
 SS0373.The horizontal coordinates were scaled from a topographic map and have
 SS0373.an estimated accuracy of +/- 6 seconds.
 SS0373
 SS0373.The orthometric height was determined by differential leveling
 SS0373.and adjusted by the National Geodetic Survey in June 1991..
 SS0373
 SS0373.The geoid height was determined by GEOID03.
 SS0373
 SS0373.The dynamic height is computed by dividing the NAVD 88
 SS0373.geopotential number by the normal gravity value computed on the
 SS0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0373.degrees latitude (g = 980.6199 gals.).
 SS0373
 SS0373.The modeled gravity was interpolated from observed gravity values.
 SS0373
 SS0373;                    North         East    Units  Estimated Accuracy
 SS0373;SPC MT       -   336,120.      509,290.      MT  (+/- 180 meters Scaled)
 SS0373
 SS0373                          SUPERSEDED SURVEY CONTROL
 SS0373
 SS0373  NGVD 29 (??/??/92) 1263.280  (m)         4144.61   (f) ADJ UNCH    1 2
 SS0373
 SS0373.Superseded values are not recommended for survey control.
 SS0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0373.See file dsdata.txt to determine how the superseded data were derived.
 SS0373
 SS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT227350(NAD 83)
 SS0373_MARKER: DB = BENCH MARK DISK
 SS0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0373_SP_SET: ABUTMENT
 SS0373_STAMPING: H 166 1961
 SS0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0373
 SS0373  HISTORY     - Date     Condition        Report By
 SS0373  HISTORY     - 1961     MONUMENTED       CGS
 SS0373
 SS0373                          STATION DESCRIPTION
 SS0373
 SS0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0373'1.9 MI E FROM RAYNESFORD.
 SS0373'ABOUT 1.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0373'AT RAYNESFORD, IN SECTION 3, T 17 N, R 8 E, 6 POLES SOUTHWEST OF
 SS0373'MILEPOST 181, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP
 SS0373'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 SS0373'UNDERPASS OF A GRAVELED ROAD, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 SS0373'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0090 ***********************************************************************
 SS0090  DESIGNATION -  H 167
 SS0090  PID         -  SS0090
 SS0090  STATE/COUNTY-  MT/JUDITH BASIN
 SS0090  USGS QUAD   -  STANFORD (1978)
 SS0090
 SS0090                         *CURRENT SURVEY CONTROL
 SS0090  ___________________________________________________________________
 SS0090* NAD 83(1986)-  47 07 34.     (N)    110 11 27.     (W)     SCALED    
 SS0090* NAVD 88     -      1312.678  (meters)    4306.68   (feet)  ADJUSTED  
 SS0090  ___________________________________________________________________
 SS0090  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 SS0090  DYNAMIC HT  -        1312.489 (meters)    4306.06  (feet)  COMP
 SS0090  MODELED GRAV-     980,423.1   (mgal)                       NAVD 88
 SS0090
 SS0090  VERT ORDER  -  FIRST     CLASS II
 SS0090
 SS0090.The horizontal coordinates were scaled from a topographic map and have
 SS0090.an estimated accuracy of +/- 6 seconds.
 SS0090
 SS0090.The orthometric height was determined by differential leveling
 SS0090.and adjusted by the National Geodetic Survey in June 1991..
 SS0090
 SS0090.The geoid height was determined by GEOID03.
 SS0090
 SS0090.The dynamic height is computed by dividing the NAVD 88
 SS0090.geopotential number by the normal gravity value computed on the
 SS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0090.degrees latitude (g = 980.6199 gals.).
 SS0090
 SS0090.The modeled gravity was interpolated from observed gravity values.
 SS0090
 SS0090;                    North         East    Units  Estimated Accuracy
 SS0090;SPC MT       -   319,820.      547,610.      MT  (+/- 180 meters Scaled)
 SS0090
 SS0090                          SUPERSEDED SURVEY CONTROL
 SS0090
 SS0090  NGVD 29 (??/??/92) 1311.751  (m)         4303.64   (f) ADJ UNCH    1 2
 SS0090
 SS0090.Superseded values are not recommended for survey control.
 SS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0090.See file dsdata.txt to determine how the superseded data were derived.
 SS0090
 SS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT613194(NAD 83)
 SS0090_MARKER: DB = BENCH MARK DISK
 SS0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0090_SP_SET: ABUTMENT
 SS0090_STAMPING: H 167 1961
 SS0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0090
 SS0090  HISTORY     - Date     Condition        Report By
 SS0090  HISTORY     - 1961     MONUMENTED       CGS
 SS0090
 SS0090                          STATION DESCRIPTION
 SS0090
 SS0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0090'2.4 MI SE FROM STANFORD.
 SS0090'ABOUT 2.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0090'STATION AT STANFORD, IN SECTION 27, T 16 N, R 12 E, 20 POLES WEST OF
 SS0090'MILEPOST 151, 7 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE
 SS0090'NORTH END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE OVER COYOTE CREEK,
 SS0090'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0393 ***********************************************************************
 SR0393  DESIGNATION -  H 168
 SR0393  PID         -  SR0393
 SR0393  STATE/COUNTY-  MT/FERGUS
 SR0393  USGS QUAD   -  HILGER (1985)
 SR0393
 SR0393                         *CURRENT SURVEY CONTROL
 SR0393  ___________________________________________________________________
 SR0393* NAD 83(1986)-  47 19 06.     (N)    109 18 55.     (W)     SCALED    
 SR0393* NAVD 88     -      1179.380  (meters)    3869.35   (feet)  ADJUSTED  
 SR0393  ___________________________________________________________________
 SR0393  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 SR0393  DYNAMIC HT  -        1179.278 (meters)    3869.01  (feet)  COMP
 SR0393  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 SR0393
 SR0393  VERT ORDER  -  FIRST     CLASS II
 SR0393
 SR0393.The horizontal coordinates were scaled from a topographic map and have
 SR0393.an estimated accuracy of +/- 6 seconds.
 SR0393
 SR0393.The orthometric height was determined by differential leveling
 SR0393.and adjusted by the National Geodetic Survey in June 1991..
 SR0393
 SR0393.The geoid height was determined by GEOID03.
 SR0393
 SR0393.The dynamic height is computed by dividing the NAVD 88
 SR0393.geopotential number by the normal gravity value computed on the
 SR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0393.degrees latitude (g = 980.6199 gals.).
 SR0393
 SR0393.The modeled gravity was interpolated from observed gravity values.
 SR0393
 SR0393;                    North         East    Units  Estimated Accuracy
 SR0393;SPC MT       -   340,960.      613,960.      MT  (+/- 180 meters Scaled)
 SR0393
 SR0393                          SUPERSEDED SURVEY CONTROL
 SR0393
 SR0393  NGVD 29 (??/??/92) 1178.515  (m)         3866.51   (f) ADJ UNCH    1 2
 SR0393
 SR0393.Superseded values are not recommended for survey control.
 SR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0393.See file dsdata.txt to determine how the superseded data were derived.
 SR0393
 SR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT273419(NAD 83)
 SR0393_MARKER: DB = BENCH MARK DISK
 SR0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0393_STAMPING: H 168 1961
 SR0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0393+STABILITY: SURFACE MOTION
 SR0393
 SR0393  HISTORY     - Date     Condition        Report By
 SR0393  HISTORY     - 1961     MONUMENTED       CGS
 SR0393
 SR0393                          STATION DESCRIPTION
 SR0393
 SR0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0393'2.1 MI NW FROM ROY JUNCTION.
 SR0393'ABOUT 2.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0393'PACIFIC RAILROAD FROM THE STATION SIGN AT ROY JUNCTION, OR 3.15 MILES
 SR0393'SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SR0393'FROM THE STATION SIGN AT MOULTON, IN SECTION 21, T 18 N, R 19 E, 0.15
 SR0393'MILE SOUTHEAST OF A PRIVATE ROAD CROSSING, 0.1 MILE NORTHWEST OF
 SR0393'MILEPOST 2, 33 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 15 FEET NORTHEAST
 SR0393'OF A FENCE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 SR0393'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR0393'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0576 ***********************************************************************
 SR0576  DESIGNATION -  H 169
 SR0576  PID         -  SR0576
 SR0576  STATE/COUNTY-  MT/FERGUS
 SR0576  USGS QUAD   -  ROSS FORK (1970)
 SR0576
 SR0576                         *CURRENT SURVEY CONTROL
 SR0576  ___________________________________________________________________
 SR0576* NAD 83(1986)-  47 04 51.     (N)    109 43 55.     (W)     SCALED    
 SR0576* NAVD 88     -      1159.599  (meters)    3804.45   (feet)  ADJUSTED  
 SR0576  ___________________________________________________________________
 SR0576  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 SR0576  DYNAMIC HT  -        1159.462 (meters)    3804.00  (feet)  COMP
 SR0576  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 SR0576
 SR0576  VERT ORDER  -  FIRST     CLASS II
 SR0576
 SR0576.The horizontal coordinates were scaled from a topographic map and have
 SR0576.an estimated accuracy of +/- 6 seconds.
 SR0576
 SR0576.The orthometric height was determined by differential leveling
 SR0576.and adjusted by the National Geodetic Survey in June 1991..
 SR0576
 SR0576.The geoid height was determined by GEOID03.
 SR0576
 SR0576.The dynamic height is computed by dividing the NAVD 88
 SR0576.geopotential number by the normal gravity value computed on the
 SR0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0576.degrees latitude (g = 980.6199 gals.).
 SR0576
 SR0576.The modeled gravity was interpolated from observed gravity values.
 SR0576
 SR0576;                    North         East    Units  Estimated Accuracy
 SR0576;SPC MT       -   314,580.      582,400.      MT  (+/- 180 meters Scaled)
 SR0576
 SR0576                          SUPERSEDED SURVEY CONTROL
 SR0576
 SR0576  NGVD 29 (??/??/92) 1158.711  (m)         3801.54   (f) ADJ UNCH    1 2
 SR0576
 SR0576.Superseded values are not recommended for survey control.
 SR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0576.See file dsdata.txt to determine how the superseded data were derived.
 SR0576
 SR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT962149(NAD 83)
 SR0576_MARKER: DB = BENCH MARK DISK
 SR0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0576_STAMPING: H 169 1961
 SR0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0576+STABILITY: SURFACE MOTION
 SR0576
 SR0576  HISTORY     - Date     Condition        Report By
 SR0576  HISTORY     - 1961     MONUMENTED       CGS
 SR0576
 SR0576                          STATION DESCRIPTION
 SR0576
 SR0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0576'2.0 MI W FROM ROSSFORK.
 SR0576'ABOUT 2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0576'AT ROSSFORK, IN SECTION 8, T 15 N, R 16 E, 4 POLES NORTHWEST OF A
 SR0576'WOODEN TRESTLE, 5 1/2 RAILS NORTHWEST OF A PRIVATE ROAD CROSSING, 2
 SR0576'1/2 FEET NORTHWEST OF MILEPOST 12, 72 FEET NORTHEAST OF THE NORTHEAST
 SR0576'RAIL, 26 FEET SOUTHWEST OF A WOODEN SNOW FENCE, 1.2 FEET SOUTHEAST OF
 SR0576'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 SR0576'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0549 ***********************************************************************
 SR0549  DESIGNATION -  H 170
 SR0549  PID         -  SR0549
 SR0549  STATE/COUNTY-  MT/FERGUS
 SR0549  USGS QUAD   -  PIKE CREEK (1985)
 SR0549
 SR0549                         *CURRENT SURVEY CONTROL
 SR0549  ___________________________________________________________________
 SR0549* NAD 83(1986)-  47 01 37.     (N)    109 18 41.     (W)     SCALED    
 SR0549* NAVD 88     -      1272.737  (meters)    4175.64   (feet)  ADJUSTED  
 SR0549  ___________________________________________________________________
 SR0549  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 SR0549  DYNAMIC HT  -        1272.567 (meters)    4175.08  (feet)  COMP
 SR0549  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 SR0549
 SR0549  VERT ORDER  -  SECOND    CLASS 0
 SR0549
 SR0549.The horizontal coordinates were scaled from a topographic map and have
 SR0549.an estimated accuracy of +/- 6 seconds.
 SR0549
 SR0549.The orthometric height was determined by differential leveling
 SR0549.and adjusted by the National Geodetic Survey in June 1991..
 SR0549
 SR0549.The geoid height was determined by GEOID03.
 SR0549
 SR0549.The dynamic height is computed by dividing the NAVD 88
 SR0549.geopotential number by the normal gravity value computed on the
 SR0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0549.degrees latitude (g = 980.6199 gals.).
 SR0549
 SR0549.The modeled gravity was interpolated from observed gravity values.
 SR0549
 SR0549;                    North         East    Units  Estimated Accuracy
 SR0549;SPC MT       -   308,590.      614,330.      MT  (+/- 180 meters Scaled)
 SR0549
 SR0549                          SUPERSEDED SURVEY CONTROL
 SR0549
 SR0549  NGVD 29 (??/??/92) 1271.851  (m)         4172.73   (f) ADJ UNCH    2 0
 SR0549
 SR0549.Superseded values are not recommended for survey control.
 SR0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0549.See file dsdata.txt to determine how the superseded data were derived.
 SR0549
 SR0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT283095(NAD 83)
 SR0549_MARKER: DB = BENCH MARK DISK
 SR0549_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR0549_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR0549_STAMPING: H 170 1961
 SR0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0549
 SR0549  HISTORY     - Date     Condition        Report By
 SR0549  HISTORY     - 1961     MONUMENTED       CGS
 SR0549
 SR0549                          STATION DESCRIPTION
 SR0549
 SR0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0549'3.2 MI NW FROM HEATH.
 SR0549'ABOUT 3.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0549'PACIFIC RAILROAD FROM THE GYPSUM PLANT AT HEATH, IN SECTION 28, T 15
 SR0549'N, R 19 E, 99 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE THIRD
 SR0549'TELEPHONE POLE EAST OF MILEPOST 7, 46 FEET NORTH OF THE NORTH RAIL, 1
 SR0549'1/2 FEET SOUTH OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK,
 SR0549'A DISK ON THE TOP OF A 3 1/2-INCH IRON PIPE THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0459 ***********************************************************************
 SR0459  DESIGNATION -  H 171
 SR0459  PID         -  SR0459
 SR0459  STATE/COUNTY-  MT/FERGUS
 SR0459  USGS QUAD   -  FERGUS (1985)
 SR0459
 SR0459                         *CURRENT SURVEY CONTROL
 SR0459  ___________________________________________________________________
 SR0459* NAD 83(1986)-  47 18 14.     (N)    109 06 54.     (W)     SCALED    
 SR0459* NAVD 88     -      1211.383  (meters)    3974.35   (feet)  ADJUSTED  
 SR0459  ___________________________________________________________________
 SR0459  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 SR0459  DYNAMIC HT  -        1211.273 (meters)    3973.98  (feet)  COMP
 SR0459  MODELED GRAV-     980,479.2   (mgal)                       NAVD 88
 SR0459
 SR0459  VERT ORDER  -  SECOND    CLASS 0
 SR0459
 SR0459.The horizontal coordinates were scaled from a topographic map and have
 SR0459.an estimated accuracy of +/- 6 seconds.
 SR0459
 SR0459.The orthometric height was determined by differential leveling
 SR0459.and adjusted by the National Geodetic Survey in June 1991..
 SR0459
 SR0459.The geoid height was determined by GEOID03.
 SR0459
 SR0459.The dynamic height is computed by dividing the NAVD 88
 SR0459.geopotential number by the normal gravity value computed on the
 SR0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0459.degrees latitude (g = 980.6199 gals.).
 SR0459
 SR0459.The modeled gravity was interpolated from observed gravity values.
 SR0459
 SR0459;                    North         East    Units  Estimated Accuracy
 SR0459;SPC MT       -   339,410.      629,100.      MT  (+/- 180 meters Scaled)
 SR0459
 SR0459                          SUPERSEDED SURVEY CONTROL
 SR0459
 SR0459  NGVD 29 (??/??/92) 1210.531  (m)         3971.55   (f) ADJ UNCH    2 0
 SR0459
 SR0459.Superseded values are not recommended for survey control.
 SR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0459.See file dsdata.txt to determine how the superseded data were derived.
 SR0459
 SR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT424406(NAD 83)
 SR0459_MARKER: DB = BENCH MARK DISK
 SR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0459_STAMPING: H 171 1961
 SR0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0459+STABILITY: SURFACE MOTION
 SR0459
 SR0459  HISTORY     - Date     Condition        Report By
 SR0459  HISTORY     - 1961     MONUMENTED       CGS
 SR0459  HISTORY     - 1979     GOOD             USGS
 SR0459
 SR0459                          STATION DESCRIPTION
 SR0459
 SR0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0459'2.35 MI SW FROM FERGUS.
 SR0459'ABOUT 2.35 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0459'PACIFIC RAILROAD FROM THE STORE AND POST OFFICE AT FERGUS, IN SECTION
 SR0459'24, T 18 N, R 20 E, 0.1 MILE SOUTHWEST OF MILEPOST 35, 46 FEET
 SR0459'SOUTHEAST OF THE SOUTHEAST RAIL, 235 FEET NORTH-NORTHWEST OF THE NORTH
 SR0459'CORNER OF A LARGE BUILDING, 118 FEET NORTHEAST OF THE CENTER OF A
 SR0459'PRIVATE ROAD CROSSING, 2 FEET NORTHWEST OF A FENCE, 1.7 FEET NORTHEAST
 SR0459'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 SR0459'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SR0459
 SR0459                          STATION RECOVERY (1979)
 SR0459
 SR0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0459'ABOUT 2.35 MILES SOUTHWEST, ALONG THE OLD CHICAGO, MILWAUKEE, ST.
 SR0459'PAUL AND PACIFIC RAILROAD GRADE FROM THE STORE AT FERGUS, IN SECTION
 SR0459'24, T 18N, R 20E, 235 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF A
 SR0459'LARGE BUILDING, 118 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 SR0459'CROSSING, 2 FEET NORTHWEST OF A FENCE, AND SET IN THE TOP OF A
 SR0459'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0136 ***********************************************************************
 SR0136  DESIGNATION -  H 172
 SR0136  PID         -  SR0136
 SR0136  STATE/COUNTY-  MT/FERGUS
 SR0136  USGS QUAD   -  GRASS RANGE NE (1986)
 SR0136
 SR0136                         *CURRENT SURVEY CONTROL
 SR0136  ___________________________________________________________________
 SR0136* NAD 83(1986)-  47 12 18.     (N)    108 49 33.     (W)     SCALED    
 SR0136* NAVD 88     -      1007.717  (meters)    3306.15   (feet)  ADJUSTED  
 SR0136  ___________________________________________________________________
 SR0136  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 SR0136  DYNAMIC HT  -        1007.665 (meters)    3305.98  (feet)  COMP
 SR0136  MODELED GRAV-     980,526.2   (mgal)                       NAVD 88
 SR0136
 SR0136  VERT ORDER  -  SECOND    CLASS 0
 SR0136
 SR0136.The horizontal coordinates were scaled from a topographic map and have
 SR0136.an estimated accuracy of +/- 6 seconds.
 SR0136
 SR0136.The orthometric height was determined by differential leveling
 SR0136.and adjusted by the National Geodetic Survey in June 1991..
 SR0136
 SR0136.The geoid height was determined by GEOID03.
 SR0136
 SR0136.The dynamic height is computed by dividing the NAVD 88
 SR0136.geopotential number by the normal gravity value computed on the
 SR0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0136.degrees latitude (g = 980.6199 gals.).
 SR0136
 SR0136.The modeled gravity was interpolated from observed gravity values.
 SR0136
 SR0136;                    North         East    Units  Estimated Accuracy
 SR0136;SPC MT       -   328,570.      651,050.      MT  (+/- 180 meters Scaled)
 SR0136
 SR0136                          SUPERSEDED SURVEY CONTROL
 SR0136
 SR0136  NGVD 29 (??/??/92) 1006.940  (m)         3303.60   (f) ADJ UNCH    2 0
 SR0136
 SR0136.Superseded values are not recommended for survey control.
 SR0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0136.See file dsdata.txt to determine how the superseded data were derived.
 SR0136
 SR0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT646302(NAD 83)
 SR0136_MARKER: DB = BENCH MARK DISK
 SR0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0136_STAMPING: H 172 1961
 SR0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0136+STABILITY: SURFACE MOTION
 SR0136
 SR0136  HISTORY     - Date     Condition        Report By
 SR0136  HISTORY     - 1961     MONUMENTED       CGS
 SR0136  HISTORY     - 1979     GOOD             USGS
 SR0136
 SR0136                          STATION DESCRIPTION
 SR0136
 SR0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0136'13.4 MI NW FROM GRASS RANGE.
 SR0136'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0136'PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.3 MILE WEST
 SR0136'ALONG STATE HIGHWAY 20, THENCE 2.35 MILES NORTH ALONG A GRADED DIRT
 SR0136'ROAD, THENCE 7.65 MILES NORTH ALONG STATE HIGHWAY 19, THENCE 2.25
 SR0136'MILES NORTHWEST ALONG A GRADED DIRT ROAD, OR 2.05 MILES SOUTHEAST
 SR0136'ALONG A GRADED DIRT ROAD FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0136'PACIFIC RAILROAD STATION AT ROY, THENCE 4.45 MILES EAST ALONG A GRADED
 SR0136'DIRT ROAD, THENCE 2.4 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.4
 SR0136'MILE SOUTH ALONG A TRACK ROAD, THENCE 0.7 MILE EAST ALONG A TRACK
 SR0136'ROAD, THENCE 5.0 MILES SOUTH ALONG A GRADED DIRT ROAD, IN SECTION 30,
 SR0136'T 17 N, R 23 E, 0.3 MILE SOUTHEAST OF THE CREST OF A LONG HILL, NEAR
 SR0136'THE NORTH END OF A LONG CURVE AND 40 FEET SOUTHWEST OF THE CENTER LINE
 SR0136'OF THE ROAD, 35 FEET SOUTHEAST OF THE CENTER OF A PASTURE GATE, 2 1/2
 SR0136'FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 SR0136'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SR0136'CONCRETE POST PROJECTING 6 INCHES.
 SR0136
 SR0136                          STATION RECOVERY (1979)
 SR0136
 SR0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0136'FROM THE POST OFFICE IN GRASS RANGE. GO NORTH 0.05 MI. TO A STREET
 SR0136'GOING EAST OUT OF TOWN, THENCE 0.25 MI EAST TO THE JUNCTION OF STATE
 SR0136'HIGHWAY 87, TURN NORTH ALONG 87 FOR 1.1 MI. TO THE JUNCTION OF STATE
 SR0136'HIGHWAYS 200 AND 19, THENCE CONTINUE NORTH ON STATE HIGHWAY 19 FOR
 SR0136'9.3 MI. TO TRACK ROAD WEST, GO WEST AND NORTH FOR 2.2 MI. ALONG TRACK
 SR0136'ROAD, IN SEC. 30, T 17 N, R 23 E, 0.3 MILE SOUTHEAST OF THE CREST OF
 SR0136'A LONG HILL, NEAR THE NORTH END OF A LONG CURVE AND 37 FEET
 SR0136'PERPENDICULAR TO ROAD, 2 1/2 FEET NORTHEAST OF A FENCE, 1.5 FEET
 SR0136'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 SR0136'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0206 ***********************************************************************
 SR0206  DESIGNATION -  H 173
 SR0206  PID         -  SR0206
 SR0206  STATE/COUNTY-  MT/FERGUS
 SR0206  USGS QUAD   -  ROY (1985)
 SR0206
 SR0206                         *CURRENT SURVEY CONTROL
 SR0206  ___________________________________________________________________
 SR0206* NAD 83(1986)-  47 15 58.     (N)    108 56 52.     (W)     SCALED    
 SR0206* NAVD 88     -      1086.937  (meters)    3566.06   (feet)  ADJUSTED  
 SR0206  ___________________________________________________________________
 SR0206  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 SR0206  DYNAMIC HT  -        1086.865 (meters)    3565.82  (feet)  COMP
 SR0206  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 SR0206
 SR0206  VERT ORDER  -  SECOND    CLASS 0
 SR0206
 SR0206.The horizontal coordinates were scaled from a topographic map and have
 SR0206.an estimated accuracy of +/- 6 seconds.
 SR0206
 SR0206.The orthometric height was determined by differential leveling
 SR0206.and adjusted by the National Geodetic Survey in June 1991..
 SR0206
 SR0206.The geoid height was determined by GEOID03.
 SR0206
 SR0206.The dynamic height is computed by dividing the NAVD 88
 SR0206.geopotential number by the normal gravity value computed on the
 SR0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0206.degrees latitude (g = 980.6199 gals.).
 SR0206
 SR0206.The modeled gravity was interpolated from observed gravity values.
 SR0206
 SR0206;                    North         East    Units  Estimated Accuracy
 SR0206;SPC MT       -   335,290.      641,770.      MT  (+/- 180 meters Scaled)
 SR0206
 SR0206                          SUPERSEDED SURVEY CONTROL
 SR0206
 SR0206  NGVD 29 (??/??/92) 1086.126  (m)         3563.40   (f) ADJ UNCH    2 0
 SR0206
 SR0206.Superseded values are not recommended for survey control.
 SR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0206.See file dsdata.txt to determine how the superseded data were derived.
 SR0206
 SR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT552367(NAD 83)
 SR0206_MARKER: DB = BENCH MARK DISK
 SR0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0206_STAMPING: H 173 1961
 SR0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0206+STABILITY: SURFACE MOTION
 SR0206
 SR0206  HISTORY     - Date     Condition        Report By
 SR0206  HISTORY     - 1961     MONUMENTED       CGS
 SR0206
 SR0206                          STATION DESCRIPTION
 SR0206
 SR0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0206'6.2 MI SW FROM ROY.
 SR0206'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0206'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 4.15
 SR0206'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 5, T 17 N, R 22
 SR0206'E, 0.2 MILE SOUTH OF A RAVINE, NEAR THE NORTHEAST END OF A LONG CURVE
 SR0206'AND 200 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET WEST OF
 SR0206'A FENCE, 9 FEET NORTHWEST OF A POWER POLE, 2.2 FEET SOUTH OF A METAL
 SR0206'WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SR0206'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0530 ***********************************************************************
 SR0530  DESIGNATION -  H 174
 SR0530  PID         -  SR0530
 SR0530  STATE/COUNTY-  MT/FERGUS
 SR0530  USGS QUAD   -  HORSETHIEF COULEE EAST (1985)
 SR0530
 SR0530                         *CURRENT SURVEY CONTROL
 SR0530  ___________________________________________________________________
 SR0530* NAD 83(1986)-  47 03 40.     (N)    109 00 40.     (W)     SCALED    
 SR0530* NAVD 88     -      1132.931  (meters)    3716.96   (feet)  ADJUSTED  
 SR0530  ___________________________________________________________________
 SR0530  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SR0530  DYNAMIC HT  -        1132.817 (meters)    3716.58  (feet)  COMP
 SR0530  MODELED GRAV-     980,473.6   (mgal)                       NAVD 88
 SR0530
 SR0530  VERT ORDER  -  SECOND    CLASS 0
 SR0530
 SR0530.The horizontal coordinates were scaled from a topographic map and have
 SR0530.an estimated accuracy of +/- 6 seconds.
 SR0530
 SR0530.The orthometric height was determined by differential leveling
 SR0530.and adjusted by the National Geodetic Survey in June 1991..
 SR0530
 SR0530.The geoid height was determined by GEOID03.
 SR0530
 SR0530.The dynamic height is computed by dividing the NAVD 88
 SR0530.geopotential number by the normal gravity value computed on the
 SR0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0530.degrees latitude (g = 980.6199 gals.).
 SR0530
 SR0530.The modeled gravity was interpolated from observed gravity values.
 SR0530
 SR0530;                    North         East    Units  Estimated Accuracy
 SR0530;SPC MT       -   312,480.      637,120.      MT  (+/- 180 meters Scaled)
 SR0530
 SR0530                          SUPERSEDED SURVEY CONTROL
 SR0530
 SR0530  NGVD 29 (??/??/92) 1132.105  (m)         3714.25   (f) ADJ UNCH    2 0
 SR0530
 SR0530.Superseded values are not recommended for survey control.
 SR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0530.See file dsdata.txt to determine how the superseded data were derived.
 SR0530
 SR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT510138(NAD 83)
 SR0530_MARKER: DB = BENCH MARK DISK
 SR0530_SETTING: 66 = SET IN ROCK OUTCROP
 SR0530_SP_SET: OUTCROP
 SR0530_STAMPING: H 174 1961
 SR0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0530+STABILITY: POSITION/ELEVATION WELL
 SR0530
 SR0530  HISTORY     - Date     Condition        Report By
 SR0530  HISTORY     - 1961     MONUMENTED       CGS
 SR0530
 SR0530                          STATION DESCRIPTION
 SR0530
 SR0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0530'20.75 MI E FROM LEWISTOWN.
 SR0530'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0530'STATION AT LEWISTOWN, THENCE 20.55 MILES EAST ALONG U. S. HIGHWAY 87
 SR0530'AND STATE HIGHWAY 20, IN SECTION 13, T 15 N, R 21 E, SET IN THE TOP OF
 SR0530'A ROCK OUTCROP WHICH PROJECTS 4 INCHES ON THE SOUTHEAST SIDE, 211 FEET
 SR0530'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 157 FEET WEST OF THE CENTER
 SR0530'OF A SMALL DRAW, 141 FEET SOUTH OF A FENCE ON THE SOUTH SIDE OF THE
 SR0530'HIGHWAY, 138 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 4 FEET ABOVE
 SR0530'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0209 ***********************************************************************
 SS0209  DESIGNATION -  H 175
 SS0209  PID         -  SS0209
 SS0209  STATE/COUNTY-  MT/JUDITH BASIN
 SS0209  USGS QUAD   -  GEYSER (1979)
 SS0209
 SS0209                         *CURRENT SURVEY CONTROL
 SS0209  ___________________________________________________________________
 SS0209* NAD 83(1986)-  47 21 55.     (N)    110 28 12.     (W)     SCALED    
 SS0209* NAVD 88     -      1340.066  (meters)    4396.53   (feet)  ADJUSTED  
 SS0209  ___________________________________________________________________
 SS0209  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 SS0209  DYNAMIC HT  -        1339.929 (meters)    4396.08  (feet)  COMP
 SS0209  MODELED GRAV-     980,462.9   (mgal)                       NAVD 88
 SS0209
 SS0209  VERT ORDER  -  SECOND    CLASS 0
 SS0209
 SS0209.The horizontal coordinates were scaled from a topographic map and have
 SS0209.an estimated accuracy of +/- 6 seconds.
 SS0209
 SS0209.The orthometric height was determined by differential leveling
 SS0209.and adjusted by the National Geodetic Survey in June 1991..
 SS0209
 SS0209.The geoid height was determined by GEOID03.
 SS0209
 SS0209.The dynamic height is computed by dividing the NAVD 88
 SS0209.geopotential number by the normal gravity value computed on the
 SS0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0209.degrees latitude (g = 980.6199 gals.).
 SS0209
 SS0209.The modeled gravity was interpolated from observed gravity values.
 SS0209
 SS0209;                    North         East    Units  Estimated Accuracy
 SS0209;SPC MT       -   346,620.      526,780.      MT  (+/- 180 meters Scaled)
 SS0209
 SS0209                          SUPERSEDED SURVEY CONTROL
 SS0209
 SS0209  NGVD 29 (??/??/92) 1339.154  (m)         4393.54   (f) ADJ UNCH    2 0
 SS0209
 SS0209.Superseded values are not recommended for survey control.
 SS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0209.See file dsdata.txt to determine how the superseded data were derived.
 SS0209
 SS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT400458(NAD 83)
 SS0209_MARKER: DB = BENCH MARK DISK
 SS0209_SETTING: 80 = SET IN A BOULDER
 SS0209_SP_SET: BOULDER
 SS0209_STAMPING: H 175 1961
 SS0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0209+STABILITY: SURFACE MOTION
 SS0209
 SS0209  HISTORY     - Date     Condition        Report By
 SS0209  HISTORY     - 1961     MONUMENTED       CGS
 SS0209
 SS0209                          STATION DESCRIPTION
 SS0209
 SS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0209'8.3 MI N FROM GEYSER.
 SS0209'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0209'AT GEYSER, THENCE 8.15 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0209'32, T 19 N, R 10 E, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 SS0209'SET IN THE TOP OF A LARGE BOULDER WHICH PROJECTS 6 INCHES, 26 FEET
 SS0209'NORTHEAST OF A FENCE, 3.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 SS0209'ABOUT LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0787 ***********************************************************************
 SR0787  DESIGNATION -  H 176
 SR0787  PID         -  SR0787
 SR0787  STATE/COUNTY-  MT/FERGUS
 SR0787  USGS QUAD   -  GLENGARRY (1970)
 SR0787
 SR0787                         *CURRENT SURVEY CONTROL
 SR0787  ___________________________________________________________________
 SR0787* NAD 83(1986)-  47 01 07.     (N)    109 37 08.     (W)     SCALED    
 SR0787* NAVD 88     -      1248.205  (meters)    4095.15   (feet)  ADJUSTED  
 SR0787  ___________________________________________________________________
 SR0787  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 SR0787  DYNAMIC HT  -        1248.032 (meters)    4094.59  (feet)  COMP
 SR0787  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 SR0787
 SR0787  VERT ORDER  -  FIRST     CLASS II
 SR0787
 SR0787.The horizontal coordinates were scaled from a topographic map and have
 SR0787.an estimated accuracy of +/- 6 seconds.
 SR0787
 SR0787.The orthometric height was determined by differential leveling
 SR0787.and adjusted by the National Geodetic Survey in June 1991..
 SR0787
 SR0787.The geoid height was determined by GEOID03.
 SR0787
 SR0787.The dynamic height is computed by dividing the NAVD 88
 SR0787.geopotential number by the normal gravity value computed on the
 SR0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0787.degrees latitude (g = 980.6199 gals.).
 SR0787
 SR0787.The modeled gravity was interpolated from observed gravity values.
 SR0787
 SR0787;                    North         East    Units  Estimated Accuracy
 SR0787;SPC MT       -   307,650.      590,970.      MT  (+/- 180 meters Scaled)
 SR0787
 SR0787                          SUPERSEDED SURVEY CONTROL
 SR0787
 SR0787  NGVD 29 (??/??/92) 1247.305  (m)         4092.20   (f) ADJ UNCH    1 2
 SR0787
 SR0787.Superseded values are not recommended for survey control.
 SR0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0787.See file dsdata.txt to determine how the superseded data were derived.
 SR0787
 SR0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT049081(NAD 83)
 SR0787_MARKER: DB = BENCH MARK DISK
 SR0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0787_STAMPING: H 176 1961
 SR0787_PROJECTION: PROJECTING 1 CENTIMETERS
 SR0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0787+STABILITY: SURFACE MOTION
 SR0787
 SR0787  HISTORY     - Date     Condition        Report By
 SR0787  HISTORY     - 1961     MONUMENTED       CGS
 SR0787  HISTORY     - 1980     GOOD             NGS
 SR0787
 SR0787                          STATION DESCRIPTION
 SR0787
 SR0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0787'5.5 MI NE FROM MOORE.
 SR0787'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 SR0787'AT MOORE, THENCE 4.85 MILES NORTHEAST ALONG U. S. HIGHWAY 87, IN
 SR0787'SECTION 31, T 15 N, R 17 E, 68 FEET SOUTHEAST OF THE CENTER LINE OF
 SR0787'THE HIGHWAY, 27 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE, 25 FEET
 SR0787'NORTHEAST OF A FENCE CORNER, 1 1/2 FEET NORTHWEST OF A FENCE, 1.7 FEET
 SR0787'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SR0787'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 SR0787
 SR0787                          STATION RECOVERY (1980)
 SR0787
 SR0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0787'1.0 KM (0.6 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 SR0787'MOORE, THENCE 8.1 KM (4.85 MI) EASTERLY ALONG U.S. HIGHWAYS 87 AND
 SR0787'0.2 KM (0.1 MI) SOUTH OF A BRIDGE OVER LITTLE ROCK CREEK
 SR0787'20.7 METERS (68.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SR0787'8.2 METERS (27.0 FT) SOUTHWEST OF THE CENTER OF A WIRE GATE, 7.6
 SR0787'METERS (25.0 FT) NORTHEAST OF A FENCE CORNER, AND 0.5 METER (1.5 FT)
 SR0787'NORTHWEST OF A FENCE.
 SR0787'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 SR0787'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0434 ***********************************************************************
 RV0434  DESIGNATION -  H 177
 RV0434  PID         -  RV0434
 RV0434  STATE/COUNTY-  MT/JUDITH BASIN
 RV0434  USGS QUAD   -  MARTIN COULEE (1995)
 RV0434
 RV0434                         *CURRENT SURVEY CONTROL
 RV0434  ___________________________________________________________________
 RV0434* NAD 83(1986)-  46 51 09.     (N)    109 52 55.     (W)     SCALED    
 RV0434* NAVD 88     -      1377.794  (meters)    4520.31   (feet)  ADJUSTED  
 RV0434  ___________________________________________________________________
 RV0434  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 RV0434  DYNAMIC HT  -        1377.537 (meters)    4519.47  (feet)  COMP
 RV0434  MODELED GRAV-     980,378.0   (mgal)                       NAVD 88
 RV0434
 RV0434  VERT ORDER  -  SECOND    CLASS 0
 RV0434
 RV0434.The horizontal coordinates were scaled from a topographic map and have
 RV0434.an estimated accuracy of +/- 6 seconds.
 RV0434
 RV0434.The orthometric height was determined by differential leveling
 RV0434.and adjusted by the National Geodetic Survey in June 1991..
 RV0434
 RV0434.The geoid height was determined by GEOID03.
 RV0434
 RV0434.The dynamic height is computed by dividing the NAVD 88
 RV0434.geopotential number by the normal gravity value computed on the
 RV0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0434.degrees latitude (g = 980.6199 gals.).
 RV0434
 RV0434.The modeled gravity was interpolated from observed gravity values.
 RV0434
 RV0434;                    North         East    Units  Estimated Accuracy
 RV0434;SPC MT       -   289,260.      570,890.      MT  (+/- 180 meters Scaled)
 RV0434
 RV0434                          SUPERSEDED SURVEY CONTROL
 RV0434
 RV0434  NGVD 29 (??/??/92) 1376.839  (m)         4517.18   (f) ADJ UNCH    2 0
 RV0434
 RV0434.Superseded values are not recommended for survey control.
 RV0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0434.See file dsdata.txt to determine how the superseded data were derived.
 RV0434
 RV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS852893(NAD 83)
 RV0434_MARKER: DB = BENCH MARK DISK
 RV0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0434_STAMPING: H 177 1961
 RV0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0434+STABILITY: SURFACE MOTION
 RV0434
 RV0434  HISTORY     - Date     Condition        Report By
 RV0434  HISTORY     - 1961     MONUMENTED       CGS
 RV0434
 RV0434                          STATION DESCRIPTION
 RV0434
 RV0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0434'5.3 MI NW FROM BUFFALO.
 RV0434'ABOUT 2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0434'STATION SIGN AT BUFFALO, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD,
 RV0434'IN SECTION 36, T 13 N, R 15 E, 27 FEET SOUTH OF THE CENTER LINE OF THE
 RV0434'ROAD, 20 FEET WEST OF A FENCE LEADING SOUTH, 2 FEET NORTH OF A FENCE,
 RV0434'1.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 RV0434'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0400 ***********************************************************************
 SS0400  DESIGNATION -  H 178
 SS0400  PID         -  SS0400
 SS0400  STATE/COUNTY-  MT/JUDITH BASIN
 SS0400  USGS QUAD   -  BYRNE CREEK (1995)
 SS0400
 SS0400                         *CURRENT SURVEY CONTROL
 SS0400  ___________________________________________________________________
 SS0400* NAD 83(1986)-  47 19 48.     (N)    110 33 55.     (W)     SCALED    
 SS0400* NAVD 88     -      1338.562  (meters)    4391.60   (feet)  ADJUSTED  
 SS0400  ___________________________________________________________________
 SS0400  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 SS0400  DYNAMIC HT  -        1338.377 (meters)    4390.99  (feet)  COMP
 SS0400  MODELED GRAV-     980,427.2   (mgal)                       NAVD 88
 SS0400
 SS0400  VERT ORDER  -  SECOND    CLASS 0
 SS0400
 SS0400.The horizontal coordinates were scaled from a topographic map and have
 SS0400.an estimated accuracy of +/- 6 seconds.
 SS0400
 SS0400.The orthometric height was determined by differential leveling
 SS0400.and adjusted by the National Geodetic Survey in June 1991..
 SS0400
 SS0400.The geoid height was determined by GEOID03.
 SS0400
 SS0400.The dynamic height is computed by dividing the NAVD 88
 SS0400.geopotential number by the normal gravity value computed on the
 SS0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0400.degrees latitude (g = 980.6199 gals.).
 SS0400
 SS0400.The modeled gravity was interpolated from observed gravity values.
 SS0400
 SS0400;                    North         East    Units  Estimated Accuracy
 SS0400;SPC MT       -   342,790.      519,530.      MT  (+/- 180 meters Scaled)
 SS0400
 SS0400                          SUPERSEDED SURVEY CONTROL
 SS0400
 SS0400  NGVD 29 (??/??/92) 1337.600  (m)         4388.44   (f) ADJ UNCH    2 0
 SS0400
 SS0400.Superseded values are not recommended for survey control.
 SS0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0400.See file dsdata.txt to determine how the superseded data were derived.
 SS0400
 SS0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT328419(NAD 83)
 SS0400_MARKER: DB = BENCH MARK DISK
 SS0400_SETTING: 80 = SET IN A BOULDER
 SS0400_SP_SET: BOULDER
 SS0400_STAMPING: H 178 1961
 SS0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0400+STABILITY: SURFACE MOTION
 SS0400
 SS0400  HISTORY     - Date     Condition        Report By
 SS0400  HISTORY     - 1961     MONUMENTED       CGS
 SS0400
 SS0400                          STATION DESCRIPTION
 SS0400
 SS0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0400'11.1 MI NW FROM GEYSER.
 SS0400'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0400'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0400'MILES WEST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD,
 SS0400'THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 10, T 18 N, R 9
 SS0400'E, 95 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 145 FEET
 SS0400'NORTHEAST OF AND ACROSS THE ROAD FROM THE SECOND POWER POLE WEST OF
 SS0400'THE JUNCTION OF THE ROAD AND A ROAD LEADING NORTH, 61 FEET NORTH OF A
 SS0400'FENCE, AND SET IN THE TOP OF A GRANITE BOULDER WHICH PROJECTS 8
 SS0400'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0233 ***********************************************************************
 SS0233  DESIGNATION -  H 179
 SS0233  PID         -  SS0233
 SS0233  STATE/COUNTY-  MT/JUDITH BASIN
 SS0233  USGS QUAD   -  POWNAL (1979)
 SS0233
 SS0233                         *CURRENT SURVEY CONTROL
 SS0233  ___________________________________________________________________
 SS0233* NAD 83(1986)-  47 24 51.     (N)    110 13 52.     (W)     SCALED    
 SS0233* NAVD 88     -      1002.926  (meters)    3290.43   (feet)  ADJUSTED  
 SS0233  ___________________________________________________________________
 SS0233  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 SS0233  DYNAMIC HT  -        1002.872 (meters)    3290.26  (feet)  COMP
 SS0233  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 SS0233
 SS0233  VERT ORDER  -  SECOND    CLASS 0
 SS0233
 SS0233.The horizontal coordinates were scaled from a topographic map and have
 SS0233.an estimated accuracy of +/- 6 seconds.
 SS0233
 SS0233.The orthometric height was determined by differential leveling
 SS0233.and adjusted by the National Geodetic Survey in June 1991..
 SS0233
 SS0233.The geoid height was determined by GEOID03.
 SS0233
 SS0233.The dynamic height is computed by dividing the NAVD 88
 SS0233.geopotential number by the normal gravity value computed on the
 SS0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0233.degrees latitude (g = 980.6199 gals.).
 SS0233
 SS0233.The modeled gravity was interpolated from observed gravity values.
 SS0233
 SS0233;                    North         East    Units  Estimated Accuracy
 SS0233;SPC MT       -   351,850.      544,860.      MT  (+/- 180 meters Scaled)
 SS0233
 SS0233                          SUPERSEDED SURVEY CONTROL
 SS0233
 SS0233  NGVD 29 (??/??/92) 1002.071  (m)         3287.63   (f) ADJ UNCH    2 0
 SS0233
 SS0233.Superseded values are not recommended for survey control.
 SS0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0233.See file dsdata.txt to determine how the superseded data were derived.
 SS0233
 SS0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT580514(NAD 83)
 SS0233_MARKER: DB = BENCH MARK DISK
 SS0233_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0233_SP_SET: 32 FT
 SS0233_STAMPING: H 179 1961
 SS0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0233
 SS0233  HISTORY     - Date     Condition        Report By
 SS0233  HISTORY     - 1961     MONUMENTED       CGS
 SS0233
 SS0233                          STATION DESCRIPTION
 SS0233
 SS0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0233'12.35 MI NW FROM ARROW CREEK.
 SS0233'ABOUT 10.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0233'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK,
 SS0233'THENCE 1.6 MILES WEST ALONG A DIRT ROAD, IN SECTION 17, T 19 N, R 12
 SS0233'E, ABOUT 0.1 MILE WEST OF A METAL CULVERT, 32 FEET SOUTH OF THE CENTER
 SS0233'LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 0.9 FOOT EAST OF A METAL
 SS0233'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A DISK ON THE
 SS0233'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 32
 SS0233'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0419 ***********************************************************************
 RV0419  DESIGNATION -  H 180
 RV0419  PID         -  RV0419
 RV0419  STATE/COUNTY-  MT/JUDITH BASIN
 RV0419  USGS QUAD   -  ACKLEY LAKE (1970)
 RV0419
 RV0419                         *CURRENT SURVEY CONTROL
 RV0419  ___________________________________________________________________
 RV0419* NAD 83(1986)-  46 59 24.     (N)    109 58 29.     (W)     SCALED    
 RV0419* NAVD 88     -      1292.812  (meters)    4241.50   (feet)  ADJUSTED  
 RV0419  ___________________________________________________________________
 RV0419  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 RV0419  DYNAMIC HT  -        1292.600 (meters)    4240.81  (feet)  COMP
 RV0419  MODELED GRAV-     980,404.3   (mgal)                       NAVD 88
 RV0419
 RV0419  VERT ORDER  -  SECOND    CLASS 0
 RV0419
 RV0419.The horizontal coordinates were scaled from a topographic map and have
 RV0419.an estimated accuracy of +/- 6 seconds.
 RV0419
 RV0419.The orthometric height was determined by differential leveling
 RV0419.and adjusted by the National Geodetic Survey in June 1991..
 RV0419
 RV0419.The geoid height was determined by GEOID03.
 RV0419
 RV0419.The dynamic height is computed by dividing the NAVD 88
 RV0419.geopotential number by the normal gravity value computed on the
 RV0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0419.degrees latitude (g = 980.6199 gals.).
 RV0419
 RV0419.The modeled gravity was interpolated from observed gravity values.
 RV0419
 RV0419;                    North         East    Units  Estimated Accuracy
 RV0419;SPC MT       -   304,580.      563,910.      MT  (+/- 180 meters Scaled)
 RV0419
 RV0419                          SUPERSEDED SURVEY CONTROL
 RV0419
 RV0419  NGVD 29 (??/??/92) 1291.867  (m)         4238.40   (f) ADJ UNCH    2 0
 RV0419
 RV0419.Superseded values are not recommended for survey control.
 RV0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0419.See file dsdata.txt to determine how the superseded data were derived.
 RV0419
 RV0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT779045(NAD 83)
 RV0419_MARKER: DB = BENCH MARK DISK
 RV0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0419_STAMPING: H 180 1961
 RV0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0419+STABILITY: SURFACE MOTION
 RV0419
 RV0419  HISTORY     - Date     Condition        Report By
 RV0419  HISTORY     - 1961     MONUMENTED       CGS
 RV0419
 RV0419                          STATION DESCRIPTION
 RV0419
 RV0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0419'7.4 MI E FROM UTICA.
 RV0419'ABOUT 5.85 MILES EAST ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH
 RV0419'AT UTICA, THENCE 1.55 MILES NORTH ALONG A GRAVELED ROAD, OR 0.65 MILE
 RV0419'WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 RV0419'BENCHLAND, THENCE 6.15 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.6
 RV0419'MILES EAST ALONG A GRAVELED ROAD, IN SECTION 8, T 14 N, 73 FEET SOUTH
 RV0419'OF THE CENTER LINE OF AN EAST-WEST ROAD, 31 FEET WEST OF THE CENTER
 RV0419'LINE OF A ROAD LEADING SOUTH, 92 FEET EAST-NORTHEAST OF THE NORTHEAST
 RV0419'CORNER OF A FARMHOUSE BELONGING TO MR. HERBERT GOODELL, 6 1/2 FEET
 RV0419'SOUTHEAST OF A LARGE COTTONWOOD TREE, 1 1/2 FEET EAST OF A FENCE, 1.3
 RV0419'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RV0419'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0768 ***********************************************************************
 SR0768  DESIGNATION -  H 181
 SR0768  PID         -  SR0768
 SR0768  STATE/COUNTY-  MT/JUDITH BASIN
 SR0768  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0768
 SR0768                         *CURRENT SURVEY CONTROL
 SR0768  ___________________________________________________________________
 SR0768* NAD 83(1986)-  47 09 24.     (N)    109 47 57.     (W)     SCALED    
 SR0768* NAVD 88     -      1155.990  (meters)    3792.61   (feet)  ADJUSTED  
 SR0768  ___________________________________________________________________
 SR0768  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SR0768  DYNAMIC HT  -        1155.856 (meters)    3792.17  (feet)  COMP
 SR0768  MODELED GRAV-     980,457.0   (mgal)                       NAVD 88
 SR0768
 SR0768  VERT ORDER  -  SECOND    CLASS 0
 SR0768
 SR0768.The horizontal coordinates were scaled from a topographic map and have
 SR0768.an estimated accuracy of +/- 6 seconds.
 SR0768
 SR0768.The orthometric height was determined by differential leveling
 SR0768.and adjusted by the National Geodetic Survey in June 1991..
 SR0768
 SR0768.The geoid height was determined by GEOID03.
 SR0768
 SR0768.The dynamic height is computed by dividing the NAVD 88
 SR0768.geopotential number by the normal gravity value computed on the
 SR0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0768.degrees latitude (g = 980.6199 gals.).
 SR0768
 SR0768.The modeled gravity was interpolated from observed gravity values.
 SR0768
 SR0768;                    North         East    Units  Estimated Accuracy
 SR0768;SPC MT       -   323,030.      577,330.      MT  (+/- 180 meters Scaled)
 SR0768
 SR0768                          SUPERSEDED SURVEY CONTROL
 SR0768
 SR0768  NGVD 29 (??/??/92) 1155.092  (m)         3789.66   (f) ADJ UNCH    2 0
 SR0768
 SR0768.Superseded values are not recommended for survey control.
 SR0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0768.See file dsdata.txt to determine how the superseded data were derived.
 SR0768
 SR0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT910232(NAD 83)
 SR0768_MARKER: DB = BENCH MARK DISK
 SR0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0768_STAMPING: H 181 1961
 SR0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0768+STABILITY: SURFACE MOTION
 SR0768
 SR0768  HISTORY     - Date     Condition        Report By
 SR0768  HISTORY     - 1961     MONUMENTED       CGS
 SR0768
 SR0768                          STATION DESCRIPTION
 SR0768
 SR0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0768'4.95 MI N FROM KOLIN.
 SR0768'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0768'KOLIN, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SR0768'WEST ALONG A GRAVELED ROAD, IN SECTION 14, T 16 N, R 15 E, 24 FEET
 SR0768'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 25 FEET SOUTHEAST OF
 SR0768'THE CENTER OF THE INTERSECTION OF THE ROAD AND A ROAD LEADING NORTH,
 SR0768'22 FEET SOUTHEAST OF THE EAST END OF A 30-INCH TUBULAR CULVERT, 19
 SR0768'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 1.5 FEET
 SR0768'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SR0768'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0739 ***********************************************************************
 SR0739  DESIGNATION -  H 182
 SR0739  PID         -  SR0739
 SR0739  STATE/COUNTY-  MT/JUDITH BASIN
 SR0739  USGS QUAD   -  BIG SPRING (1970)
 SR0739
 SR0739                         *CURRENT SURVEY CONTROL
 SR0739  ___________________________________________________________________
 SR0739* NAD 83(1986)-  47 10 03.     (N)    109 57 36.     (W)     SCALED    
 SR0739* NAVD 88     -      1164.999  (meters)    3822.17   (feet)  ADJUSTED  
 SR0739  ___________________________________________________________________
 SR0739  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 SR0739  DYNAMIC HT  -        1164.855 (meters)    3821.70  (feet)  COMP
 SR0739  MODELED GRAV-     980,448.7   (mgal)                       NAVD 88
 SR0739
 SR0739  VERT ORDER  -  SECOND    CLASS 0
 SR0739
 SR0739.The horizontal coordinates were scaled from a topographic map and have
 SR0739.an estimated accuracy of +/- 6 seconds.
 SR0739
 SR0739.The orthometric height was determined by differential leveling
 SR0739.and adjusted by the National Geodetic Survey in June 1991..
 SR0739
 SR0739.The geoid height was determined by GEOID03.
 SR0739
 SR0739.The dynamic height is computed by dividing the NAVD 88
 SR0739.geopotential number by the normal gravity value computed on the
 SR0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0739.degrees latitude (g = 980.6199 gals.).
 SR0739
 SR0739.The modeled gravity was interpolated from observed gravity values.
 SR0739
 SR0739;                    North         East    Units  Estimated Accuracy
 SR0739;SPC MT       -   324,290.      565,150.      MT  (+/- 180 meters Scaled)
 SR0739
 SR0739                          SUPERSEDED SURVEY CONTROL
 SR0739
 SR0739  NGVD 29 (??/??/92) 1164.087  (m)         3819.18   (f) ADJ UNCH    2 0
 SR0739
 SR0739.Superseded values are not recommended for survey control.
 SR0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0739.See file dsdata.txt to determine how the superseded data were derived.
 SR0739
 SR0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT788243(NAD 83)
 SR0739_MARKER: DB = BENCH MARK DISK
 SR0739_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0739_SP_SET: 14 FT.
 SR0739_STAMPING: H 182 1961
 SR0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0739
 SR0739  HISTORY     - Date     Condition        Report By
 SR0739  HISTORY     - 1961     MONUMENTED       CGS
 SR0739
 SR0739                          STATION DESCRIPTION
 SR0739
 SR0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0739'9.4 MI NE FROM BENCHLAND.
 SR0739'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0739'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0739'2.35 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 8, T 16 N, R 14 E,
 SR0739'30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTHEAST OF
 SR0739'THE CENTER LINE OF A PRIVATE ROAD, 1 1/2 FEET NORTH OF A FENCE CORNER,
 SR0739'1 FOOT NORTHWEST OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS
 SR0739'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 SR0739'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS
 SR0739'ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0329 ***********************************************************************
 SR0329  DESIGNATION -  H 183
 SR0329  PID         -  SR0329
 SR0329  STATE/COUNTY-  MT/FERGUS
 SR0329  USGS QUAD   -  WINIFRED WEST (1985)
 SR0329
 SR0329                         *CURRENT SURVEY CONTROL
 SR0329  ___________________________________________________________________
 SR0329* NAD 83(1986)-  47 31 16.     (N)    109 26 53.     (W)     SCALED    
 SR0329* NAVD 88     -      1056.944  (meters)    3467.66   (feet)  ADJUSTED  
 SR0329  ___________________________________________________________________
 SR0329  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SR0329  DYNAMIC HT  -        1056.893 (meters)    3467.49  (feet)  COMP
 SR0329  MODELED GRAV-     980,527.9   (mgal)                       NAVD 88
 SR0329
 SR0329  VERT ORDER  -  SECOND    CLASS 0
 SR0329
 SR0329.The horizontal coordinates were scaled from a topographic map and have
 SR0329.an estimated accuracy of +/- 6 seconds.
 SR0329
 SR0329.The orthometric height was determined by differential leveling
 SR0329.and adjusted by the National Geodetic Survey in June 1991..
 SR0329
 SR0329.The geoid height was determined by GEOID03.
 SR0329
 SR0329.The dynamic height is computed by dividing the NAVD 88
 SR0329.geopotential number by the normal gravity value computed on the
 SR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0329.degrees latitude (g = 980.6199 gals.).
 SR0329
 SR0329.The modeled gravity was interpolated from observed gravity values.
 SR0329
 SR0329;                    North         East    Units  Estimated Accuracy
 SR0329;SPC MT       -   363,480.      603,910.      MT  (+/- 180 meters Scaled)
 SR0329
 SR0329                          SUPERSEDED SURVEY CONTROL
 SR0329
 SR0329  NGVD 29 (??/??/92) 1056.111  (m)         3464.92   (f) ADJ UNCH    2 0
 SR0329
 SR0329.Superseded values are not recommended for survey control.
 SR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0329.See file dsdata.txt to determine how the superseded data were derived.
 SR0329
 SR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT168642(NAD 83)
 SR0329_MARKER: DB = BENCH MARK DISK
 SR0329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0329_SP_SET: 22 FEET
 SR0329_STAMPING: H 183 1961
 SR0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0329
 SR0329  HISTORY     - Date     Condition        Report By
 SR0329  HISTORY     - 1961     MONUMENTED       CGS
 SR0329
 SR0329                          STATION DESCRIPTION
 SR0329
 SR0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0329'10.35 MI NW FROM SUFFOLK.
 SR0329'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0329'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0329'THENCE 4.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.05 MILES
 SR0329'NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.45 MILE NORTH ALONG A
 SR0329'TRACK ROAD, THENCE 1.65 MILES WEST ALONG A TRACK ROAD, THENCE 0.3 MILE
 SR0329'NORTH ALONG A TRACK ROAD, 0.6 MILE SOUTH OF B.M. Y 174 WHICH IS
 SR0329'DESCRIBED FROM WINIFRED, IN SECTION 8, T 20 N, R 18 E, 0.2 MILE WEST
 SR0329'OF A PROMINENT HILL, 147 FEET NORTHWEST OF A SMALL STOCK POND IN A
 SR0329'DRAW, 32 FEET NORTHEAST OF THE CENTER OF A GATE ACROSS A TRAIL ROAD,
 SR0329'25 FEET NORTH OF A FENCE CORNER, 2 1/2 FEET WEST OF A FENCE, 1.5 FEET
 SR0329'EAST OF A METAL WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER
 SR0329'COATED ROD THAT IS DRIVEN TO A DEPTH OF 22 FEET AND IS ENCASED IN A
 SR0329'6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0877 ***********************************************************************
 SR0877  DESIGNATION -  H 184
 SR0877  PID         -  SR0877
 SR0877  STATE/COUNTY-  MT/FERGUS
 SR0877  USGS QUAD   -  WOLF CREEK FALLS (1964)
 SR0877
 SR0877                         *CURRENT SURVEY CONTROL
 SR0877  ___________________________________________________________________
 SR0877* NAD 83(1986)-  47 33 07.     (N)    109 37 59.     (W)     SCALED    
 SR0877* NAVD 88     -      1044.779  (meters)    3427.75   (feet)  ADJUSTED  
 SR0877  ___________________________________________________________________
 SR0877  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SR0877  DYNAMIC HT  -        1044.735 (meters)    3427.60  (feet)  COMP
 SR0877  MODELED GRAV-     980,533.9   (mgal)                       NAVD 88
 SR0877
 SR0877  VERT ORDER  -  SECOND    CLASS 0
 SR0877
 SR0877.The horizontal coordinates were scaled from a topographic map and have
 SR0877.an estimated accuracy of +/- 6 seconds.
 SR0877
 SR0877.The orthometric height was determined by differential leveling
 SR0877.and adjusted by the National Geodetic Survey in June 1991..
 SR0877
 SR0877.The geoid height was determined by GEOID03.
 SR0877
 SR0877.The dynamic height is computed by dividing the NAVD 88
 SR0877.geopotential number by the normal gravity value computed on the
 SR0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0877.degrees latitude (g = 980.6199 gals.).
 SR0877
 SR0877.The modeled gravity was interpolated from observed gravity values.
 SR0877
 SR0877;                    North         East    Units  Estimated Accuracy
 SR0877;SPC MT       -   366,910.      589,990.      MT  (+/- 180 meters Scaled)
 SR0877
 SR0877                          SUPERSEDED SURVEY CONTROL
 SR0877
 SR0877  NGVD 29 (??/??/92) 1043.940  (m)         3424.99   (f) ADJ UNCH    2 0
 SR0877
 SR0877.Superseded values are not recommended for survey control.
 SR0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0877.See file dsdata.txt to determine how the superseded data were derived.
 SR0877
 SR0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT028674(NAD 83)
 SR0877_MARKER: DB = BENCH MARK DISK
 SR0877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0877_SP_SET: 32 FT.
 SR0877_STAMPING: H 184 1961
 SR0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0877
 SR0877  HISTORY     - Date     Condition        Report By
 SR0877  HISTORY     - 1961     MONUMENTED       CGS
 SR0877
 SR0877                          STATION DESCRIPTION
 SR0877
 SR0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0877'14.95 MI SW FROM WINIFRED.
 SR0877'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0877'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0877'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.9 MILES WEST ALONG A
 SR0877'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 SR0877'THENCE 2.55 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH
 SR0877'ALONG A GRAVELED ROAD, IN SECTION 35, T 21 N, R 16 E, AT A CURVE AND
 SR0877'65 FEET WEST OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTHEAST OF A
 SR0877'BRACED POWER POLE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2
 SR0877'FEET ABOVE THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 SR0877'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED
 SR0877'IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0711 ***********************************************************************
 SR0711  DESIGNATION -  H 185
 SR0711  PID         -  SR0711
 SR0711  STATE/COUNTY-  MT/FERGUS
 SR0711  USGS QUAD   -  TONEY BENCH (1978)
 SR0711
 SR0711                         *CURRENT SURVEY CONTROL
 SR0711  ___________________________________________________________________
 SR0711* NAD 83(1986)-  47 16 18.     (N)    109 41 53.     (W)     SCALED    
 SR0711* NAVD 88     -      1028.267  (meters)    3373.57   (feet)  ADJUSTED  
 SR0711  ___________________________________________________________________
 SR0711  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0711  DYNAMIC HT  -        1028.179 (meters)    3373.28  (feet)  COMP
 SR0711  MODELED GRAV-     980,492.2   (mgal)                       NAVD 88
 SR0711
 SR0711  VERT ORDER  -  SECOND    CLASS 0
 SR0711
 SR0711.The horizontal coordinates were scaled from a topographic map and have
 SR0711.an estimated accuracy of +/- 6 seconds.
 SR0711
 SR0711.The orthometric height was determined by differential leveling
 SR0711.and adjusted by the National Geodetic Survey in June 1991..
 SR0711
 SR0711.The geoid height was determined by GEOID03.
 SR0711
 SR0711.The dynamic height is computed by dividing the NAVD 88
 SR0711.geopotential number by the normal gravity value computed on the
 SR0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0711.degrees latitude (g = 980.6199 gals.).
 SR0711
 SR0711.The modeled gravity was interpolated from observed gravity values.
 SR0711
 SR0711;                    North         East    Units  Estimated Accuracy
 SR0711;SPC MT       -   335,780.      585,020.      MT  (+/- 180 meters Scaled)
 SR0711
 SR0711                          SUPERSEDED SURVEY CONTROL
 SR0711
 SR0711  NGVD 29 (??/??/92) 1027.401  (m)         3370.73   (f) ADJ UNCH    2 0
 SR0711
 SR0711.Superseded values are not recommended for survey control.
 SR0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0711.See file dsdata.txt to determine how the superseded data were derived.
 SR0711
 SR0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT984361(NAD 83)
 SR0711_MARKER: DB = BENCH MARK DISK
 SR0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0711_STAMPING: H 185 1961
 SR0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0711+STABILITY: SURFACE MOTION
 SR0711
 SR0711  HISTORY     - Date     Condition        Report By
 SR0711  HISTORY     - 1961     MONUMENTED       CGS
 SR0711
 SR0711                          STATION DESCRIPTION
 SR0711
 SR0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0711'13.75 MI SE FROM DENTON.
 SR0711'ABOUT 8.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0711'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.2 MILE NORTH
 SR0711'ALONG A TRACK ROAD, THENCE 5.55 MILES EAST ALONG A PAVED ROAD, IN
 SR0711'SECTION 4, T 17 N, R 16 E, ABOUT MIDWAY OF A LONG HILL, AT THE WEST
 SR0711'END OF A FILL ON THE SOUTH SIDE OF THE ROAD, 53 FEET SOUTH OF THE
 SR0711'CENTER LINE OF THE ROAD, 13 1/2 FEET EAST OF A POWER POLE, IN LINE
 SR0711'WITH A ROW OF POWER POLES, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 SR0711'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SR0711'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0273 ***********************************************************************
 SS0273  DESIGNATION -  H 186
 SS0273  PID         -  SS0273
 SS0273  STATE/COUNTY-  MT/FERGUS
 SS0273  USGS QUAD   -  COFFEE CREEK (1979)
 SS0273
 SS0273                         *CURRENT SURVEY CONTROL
 SS0273  ___________________________________________________________________
 SS0273* NAD 83(1986)-  47 21 32.     (N)    110 05 10.     (W)     SCALED    
 SS0273* NAVD 88     -      1128.393  (meters)    3702.07   (feet)  ADJUSTED  
 SS0273  ___________________________________________________________________
 SS0273  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 SS0273  DYNAMIC HT  -        1128.310 (meters)    3701.80  (feet)  COMP
 SS0273  MODELED GRAV-     980,499.9   (mgal)                       NAVD 88
 SS0273
 SS0273  VERT ORDER  -  SECOND    CLASS 0
 SS0273
 SS0273.The horizontal coordinates were scaled from a topographic map and have
 SS0273.an estimated accuracy of +/- 6 seconds.
 SS0273
 SS0273.The orthometric height was determined by differential leveling
 SS0273.and adjusted by the National Geodetic Survey in June 1991..
 SS0273
 SS0273.The geoid height was determined by GEOID03.
 SS0273
 SS0273.The dynamic height is computed by dividing the NAVD 88
 SS0273.geopotential number by the normal gravity value computed on the
 SS0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0273.degrees latitude (g = 980.6199 gals.).
 SS0273
 SS0273.The modeled gravity was interpolated from observed gravity values.
 SS0273
 SS0273;                    North         East    Units  Estimated Accuracy
 SS0273;SPC MT       -   345,620.      555,750.      MT  (+/- 180 meters Scaled)
 SS0273
 SS0273                          SUPERSEDED SURVEY CONTROL
 SS0273
 SS0273  NGVD 29 (??/??/92) 1127.532  (m)         3699.24   (f) ADJ UNCH    2 0
 SS0273
 SS0273.Superseded values are not recommended for survey control.
 SS0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0273.See file dsdata.txt to determine how the superseded data were derived.
 SS0273
 SS0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT690454(NAD 83)
 SS0273_MARKER: DB = BENCH MARK DISK
 SS0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0273_STAMPING: H 186 1961
 SS0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0273+STABILITY: SURFACE MOTION
 SS0273
 SS0273  HISTORY     - Date     Condition        Report By
 SS0273  HISTORY     - 1961     MONUMENTED       CGS
 SS0273
 SS0273                          STATION DESCRIPTION
 SS0273
 SS0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0273'1.15 MI N FROM COFFEE CREEK.
 SS0273'ABOUT 1.15 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0273'ELEVATOR AT COFFEE CREEK, IN SECTION 33, T 19 N, R 13 E, AT THE
 SS0273'NORTHWEST CORNER OF THE COFFEE CREEK CEMETERY, 47 FEET EAST OF THE
 SS0273'CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE CENTER LINE OF A DIRT
 SS0273'ROAD LEADING EAST, 11 FEET EAST OF A FENCE CORNER, 10 FEET EAST OF A
 SS0273'POWER POLE, 2 FEET FROM THE NORTH FENCE OF THE CEMETERY, 1.5 FEET WEST
 SS0273'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 SS0273'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0673 ***********************************************************************
 SR0673  DESIGNATION -  H 187
 SR0673  PID         -  SR0673
 SR0673  STATE/COUNTY-  MT/FERGUS
 SR0673  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0673
 SR0673                         *CURRENT SURVEY CONTROL
 SR0673  ___________________________________________________________________
 SR0673* NAD 83(1986)-  47 25 02.     (N)    109 51 46.     (W)     SCALED    
 SR0673* NAVD 88     -      1143.136  (meters)    3750.44   (feet)  ADJUSTED  
 SR0673  ___________________________________________________________________
 SR0673  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SR0673  DYNAMIC HT  -        1143.062 (meters)    3750.20  (feet)  COMP
 SR0673  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 SR0673
 SR0673  VERT ORDER  -  SECOND    CLASS 0
 SR0673
 SR0673.The horizontal coordinates were scaled from a topographic map and have
 SR0673.an estimated accuracy of +/- 6 seconds.
 SR0673
 SR0673.The orthometric height was determined by differential leveling
 SR0673.and adjusted by the National Geodetic Survey in June 1991..
 SR0673
 SR0673.The geoid height was determined by GEOID03.
 SR0673
 SR0673.The dynamic height is computed by dividing the NAVD 88
 SR0673.geopotential number by the normal gravity value computed on the
 SR0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0673.degrees latitude (g = 980.6199 gals.).
 SR0673
 SR0673.The modeled gravity was interpolated from observed gravity values.
 SR0673
 SR0673;                    North         East    Units  Estimated Accuracy
 SR0673;SPC MT       -   352,000.      572,640.      MT  (+/- 180 meters Scaled)
 SR0673
 SR0673                          SUPERSEDED SURVEY CONTROL
 SR0673
 SR0673  NGVD 29 (??/??/92) 1142.290  (m)         3747.66   (f) ADJ UNCH    2 0
 SR0673
 SR0673.Superseded values are not recommended for survey control.
 SR0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0673.See file dsdata.txt to determine how the superseded data were derived.
 SR0673
 SR0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT857521(NAD 83)
 SR0673_MARKER: DB = BENCH MARK DISK
 SR0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0673_STAMPING: H 187 1961
 SR0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0673+STABILITY: SURFACE MOTION
 SR0673
 SR0673  HISTORY     - Date     Condition        Report By
 SR0673  HISTORY     - 1961     MONUMENTED       CGS
 SR0673
 SR0673                          STATION DESCRIPTION
 SR0673
 SR0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0673'12.2 MI NE FROM DENTON.
 SR0673'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0673'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0673'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0673'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0673'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0673'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 3.1 MILES NORTH
 SR0673'ALONG A GRAVELED ROAD, OR 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD
 SR0673'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT
 SR0673'DENTON, THENCE 7.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 6.3
 SR0673'MILES EAST AND 0.25 MILE SOUTH ALONG A GRAVELED AND DIRT ROAD, IN
 SR0673'SECTION 7, T 19 N, R 15 E, AT A CURVE AND 200 FEET NORTHWEST OF THE
 SR0673'CENTER LINE OF THE ROAD, 35 FEET WEST OF THE CENTER LINE OF A GRADED
 SR0673'DIRT ROAD LEADING NORTH, 9 1/2 FEET WEST OF A POWER POLE BRACED BY A
 SR0673'GUY WIRE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0673'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0039 ***********************************************************************
 RW0039  DESIGNATION -  H 188
 RW0039  PID         -  RW0039
 RW0039  STATE/COUNTY-  MT/JUDITH BASIN
 RW0039  USGS QUAD   -  BANDBOX MOUNTAIN (1995)
 RW0039
 RW0039                         *CURRENT SURVEY CONTROL
 RW0039  ___________________________________________________________________
 RW0039* NAD 83(1986)-  46 53 47.     (N)    110 23 01.     (W)     SCALED    
 RW0039* NAVD 88     -      1683.890  (meters)    5524.56   (feet)  ADJUSTED  
 RW0039  ___________________________________________________________________
 RW0039  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 RW0039  DYNAMIC HT  -        1683.455 (meters)    5523.14  (feet)  COMP
 RW0039  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 RW0039
 RW0039  VERT ORDER  -  SECOND    CLASS 0
 RW0039
 RW0039.The horizontal coordinates were scaled from a topographic map and have
 RW0039.an estimated accuracy of +/- 6 seconds.
 RW0039
 RW0039.The orthometric height was determined by differential leveling
 RW0039.and adjusted by the National Geodetic Survey in June 1991..
 RW0039
 RW0039.The geoid height was determined by GEOID03.
 RW0039
 RW0039.The dynamic height is computed by dividing the NAVD 88
 RW0039.geopotential number by the normal gravity value computed on the
 RW0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0039.degrees latitude (g = 980.6199 gals.).
 RW0039
 RW0039.The modeled gravity was interpolated from observed gravity values.
 RW0039
 RW0039;                    North         East    Units  Estimated Accuracy
 RW0039;SPC MT       -   294,450.      532,710.      MT  (+/- 180 meters Scaled)
 RW0039
 RW0039                          SUPERSEDED SURVEY CONTROL
 RW0039
 RW0039  NGVD 29 (??/??/92) 1682.822  (m)         5521.06   (f) ADJ UNCH    2 0
 RW0039
 RW0039.Superseded values are not recommended for survey control.
 RW0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0039.See file dsdata.txt to determine how the superseded data were derived.
 RW0039
 RW0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS469938(NAD 83)
 RW0039_MARKER: DB = BENCH MARK DISK
 RW0039_SETTING: 66 = SET IN ROCK OUTCROP
 RW0039_SP_SET: ROCK OUTCROP
 RW0039_STAMPING: H 188 1961
 RW0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0039+STABILITY: POSITION/ELEVATION WELL
 RW0039
 RW0039  HISTORY     - Date     Condition        Report By
 RW0039  HISTORY     - 1961     MONUMENTED       CGS
 RW0039
 RW0039                          STATION DESCRIPTION
 RW0039
 RW0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0039'18.05 MI SW FROM UTICA.
 RW0039'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0039'CHURCH AT UTICA, THENCE 7.8 MILES WEST ALONG A WINDING DIRT ROAD, IN
 RW0039'SECTION 12, T 13 N, R 10 E, 6.05 MILES WEST OF THE HEADQUARTERS FOR
 RW0039'THE JUDITH GAME MANAGEMENT AREA, 1.65 MILES WEST OF A WOODEN GATE
 RW0039'ACROSS THE ROAD, IN THE LEWIS AND CLARK NATIONAL FOREST, 47 FEET
 RW0039'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK
 RW0039'OUTCROP WHICH PROJECTS 36 INCHES, 16 FEET NORTHEAST OF A 16-INCH PINE
 RW0039'TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE, 1.9 FEET NORTH OF
 RW0039'A METAL WITNESS POST, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0248 ***********************************************************************
 SS0248  DESIGNATION -  H 189
 SS0248  PID         -  SS0248
 SS0248  STATE/COUNTY-  MT/JUDITH BASIN
 SS0248  USGS QUAD   -  STANFORD (1978)
 SS0248
 SS0248                         *CURRENT SURVEY CONTROL
 SS0248  ___________________________________________________________________
 SS0248* NAD 83(1986)-  47 11 37.     (N)    110 11 28.     (W)     SCALED    
 SS0248* NAVD 88     -      1259.157  (meters)    4131.08   (feet)  ADJUSTED  
 SS0248  ___________________________________________________________________
 SS0248  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0248  DYNAMIC HT  -        1259.002 (meters)    4130.58  (feet)  COMP
 SS0248  MODELED GRAV-     980,445.3   (mgal)                       NAVD 88
 SS0248
 SS0248  VERT ORDER  -  SECOND    CLASS 0
 SS0248
 SS0248.The horizontal coordinates were scaled from a topographic map and have
 SS0248.an estimated accuracy of +/- 6 seconds.
 SS0248
 SS0248.The orthometric height was determined by differential leveling
 SS0248.and adjusted by the National Geodetic Survey in June 1991..
 SS0248
 SS0248.The geoid height was determined by GEOID03.
 SS0248
 SS0248.The dynamic height is computed by dividing the NAVD 88
 SS0248.geopotential number by the normal gravity value computed on the
 SS0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0248.degrees latitude (g = 980.6199 gals.).
 SS0248
 SS0248.The modeled gravity was interpolated from observed gravity values.
 SS0248
 SS0248;                    North         East    Units  Estimated Accuracy
 SS0248;SPC MT       -   327,320.      547,660.      MT  (+/- 180 meters Scaled)
 SS0248
 SS0248                          SUPERSEDED SURVEY CONTROL
 SS0248
 SS0248  NGVD 29 (??/??/92) 1258.246  (m)         4128.10   (f) ADJ UNCH    2 0
 SS0248
 SS0248.Superseded values are not recommended for survey control.
 SS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0248.See file dsdata.txt to determine how the superseded data were derived.
 SS0248
 SS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT612269(NAD 83)
 SS0248_MARKER: DB = BENCH MARK DISK
 SS0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0248_STAMPING: H 189 1961
 SS0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0248+STABILITY: SURFACE MOTION
 SS0248
 SS0248  HISTORY     - Date     Condition        Report By
 SS0248  HISTORY     - 1961     MONUMENTED       CGS
 SS0248
 SS0248                          STATION DESCRIPTION
 SS0248
 SS0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0248'4.1 MI N FROM STANFORD.
 SS0248'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0248'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 3.0 MILES NORTH ALONG
 SS0248'STATE SECONDARY ROAD 230, IN SECTION 34, T 17 N, R 12 E, 56 FEET EAST
 SS0248'OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A TELEPHONE POLE, 1.3
 SS0248'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SS0248'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0483 ***********************************************************************
 SS0483  DESIGNATION -  H 190
 SS0483  PID         -  SS0483
 SS0483  STATE/COUNTY-  MT/JUDITH BASIN
 SS0483  USGS QUAD   -  MIXES BALDY (1995)
 SS0483
 SS0483                         *CURRENT SURVEY CONTROL
 SS0483  ___________________________________________________________________
 SS0483* NAD 83(1986)-  47 03 25.     (N)    110 32 46.     (W)     SCALED    
 SS0483* NAVD 88     -      1889.837  (meters)    6200.24   (feet)  ADJUSTED  
 SS0483  ___________________________________________________________________
 SS0483  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 SS0483  DYNAMIC HT  -        1889.304 (meters)    6198.49  (feet)  COMP
 SS0483  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 SS0483
 SS0483  VERT ORDER  -  SECOND    CLASS 0
 SS0483
 SS0483.The horizontal coordinates were scaled from a topographic map and have
 SS0483.an estimated accuracy of +/- 6 seconds.
 SS0483
 SS0483.The orthometric height was determined by differential leveling
 SS0483.and adjusted by the National Geodetic Survey in June 1991..
 SS0483
 SS0483.The geoid height was determined by GEOID03.
 SS0483
 SS0483.The dynamic height is computed by dividing the NAVD 88
 SS0483.geopotential number by the normal gravity value computed on the
 SS0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0483.degrees latitude (g = 980.6199 gals.).
 SS0483
 SS0483.The modeled gravity was interpolated from observed gravity values.
 SS0483
 SS0483;                    North         East    Units  Estimated Accuracy
 SS0483;SPC MT       -   312,440.      520,570.      MT  (+/- 180 meters Scaled)
 SS0483
 SS0483                          SUPERSEDED SURVEY CONTROL
 SS0483
 SS0483  NGVD 29 (??/??/92) 1888.705  (m)         6196.53   (f) ADJ UNCH    2 0
 SS0483
 SS0483.Superseded values are not recommended for survey control.
 SS0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0483.See file dsdata.txt to determine how the superseded data were derived.
 SS0483
 SS0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT344115(NAD 83)
 SS0483_MARKER: DB = BENCH MARK DISK
 SS0483_SETTING: 80 = SET IN A BOULDER
 SS0483_SP_SET: BOULDER
 SS0483_STAMPING: H 190 1961
 SS0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0483+STABILITY: SURFACE MOTION
 SS0483
 SS0483  HISTORY     - Date     Condition        Report By
 SS0483  HISTORY     - 1961     MONUMENTED       CGS
 SS0483  HISTORY     - 1984     GOOD             NGS
 SS0483
 SS0483                          STATION DESCRIPTION
 SS0483
 SS0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0483'20.65 MI E FROM MONARCH.
 SS0483'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT
 SS0483'NUMBER 23 SCHOOL AT MONARCH, THENCE 6.05 MILES NORTHEAST ALONG RUBY
 SS0483'CREEK ROAD, THENCE 2.35 MILES EAST ALONG A GRAVELED ROAD, THENCE 5.9
 SS0483'MILES EAST ALONG A DIRT ROAD, IN SECTION 14, T 15 N, R 9 E, 0.85 MILE
 SS0483'EAST OF LONE TREE ROAD LEADING TO GEYSER, 0.2 MILE WEST OF A GATE
 SS0483'ACROSS THE ROAD, 81 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN
 SS0483'THE TOP OF A BOULDER WHICH PROJECTS 16 INCHES, AND ABOUT 4 FEET ABOVE
 SS0483'THE LEVEL OF THE ROAD.
 SS0483
 SS0483                          STATION RECOVERY (1984)
 SS0483
 SS0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0305 ***********************************************************************
 SS0305  DESIGNATION -  H 191
 SS0305  PID         -  SS0305
 SS0305  STATE/COUNTY-  MT/CASCADE
 SS0305  USGS QUAD   -  MONARCH (1995)
 SS0305
 SS0305                         *CURRENT SURVEY CONTROL
 SS0305  ___________________________________________________________________
 SS0305* NAD 83(1986)-  47 01 56.     (N)    110 46 51.     (W)     SCALED    
 SS0305* NAVD 88     -      1503.760  (meters)    4933.59   (feet)  ADJUSTED  
 SS0305  ___________________________________________________________________
 SS0305  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 SS0305  DYNAMIC HT  -        1503.444 (meters)    4932.55  (feet)  COMP
 SS0305  MODELED GRAV-     980,350.0   (mgal)                       NAVD 88
 SS0305
 SS0305  VERT ORDER  -  SECOND    CLASS 0
 SS0305
 SS0305.The horizontal coordinates were scaled from a topographic map and have
 SS0305.an estimated accuracy of +/- 6 seconds.
 SS0305
 SS0305.The orthometric height was determined by differential leveling
 SS0305.and adjusted by the National Geodetic Survey in June 1991..
 SS0305
 SS0305.The geoid height was determined by GEOID03.
 SS0305
 SS0305.The dynamic height is computed by dividing the NAVD 88
 SS0305.geopotential number by the normal gravity value computed on the
 SS0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0305.degrees latitude (g = 980.6199 gals.).
 SS0305
 SS0305.The modeled gravity was interpolated from observed gravity values.
 SS0305
 SS0305;                    North         East    Units  Estimated Accuracy
 SS0305;SPC MT       -   309,950.      502,710.      MT  (+/- 180 meters Scaled)
 SS0305
 SS0305                          SUPERSEDED SURVEY CONTROL
 SS0305
 SS0305  NGVD 29 (??/??/92) 1502.728  (m)         4930.20   (f) ADJ UNCH    2 0
 SS0305
 SS0305.Superseded values are not recommended for survey control.
 SS0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0305.See file dsdata.txt to determine how the superseded data were derived.
 SS0305
 SS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT166087(NAD 83)
 SS0305_MARKER: DB = BENCH MARK DISK
 SS0305_SETTING: 66 = SET IN ROCK OUTCROP
 SS0305_SP_SET: ROCK CLIFF
 SS0305_STAMPING: H 191 1961
 SS0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0305+STABILITY: POSITION/ELEVATION WELL
 SS0305
 SS0305  HISTORY     - Date     Condition        Report By
 SS0305  HISTORY     - 1961     MONUMENTED       CGS
 SS0305
 SS0305                          STATION DESCRIPTION
 SS0305
 SS0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0305'5.6 MI SE FROM MONARCH.
 SS0305'ABOUT 5.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0305'SCHOOL AT MONARCH, IN SECTION 25, T 15 N, R 7 E, 0.75 MILE SOUTHEAST
 SS0305'OF THE JUNCTION OF HIGHWAY 89 AND THE ROAD LEADING TO THE SUN MOUNTAIN
 SS0305'RANCH, 80 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE
 SS0305'BASE OF A SOLID ROCK CLIFF, 120 YARDS NORTHWEST OF A FOOT BRIDGE OVER
 SS0305'BELT CREEK LEADING TO THE CAMP ROTARY RECREATIONAL AREA, AND ABOUT
 SS0305'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0331 ***********************************************************************
 SS0331  DESIGNATION -  H 192
 SS0331  PID         -  SS0331
 SS0331  STATE/COUNTY-  MT/CASCADE
 SS0331  USGS QUAD   -  RICEVILLE (1995)
 SS0331
 SS0331                         *CURRENT SURVEY CONTROL
 SS0331  ___________________________________________________________________
 SS0331* NAD 83(1986)-  47 11 12.     (N)    110 57 35.     (W)     SCALED    
 SS0331* NAVD 88     -      1374.305  (meters)    4508.87   (feet)  ADJUSTED  
 SS0331  ___________________________________________________________________
 SS0331  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 SS0331  DYNAMIC HT  -        1374.069 (meters)    4508.09  (feet)  COMP
 SS0331  MODELED GRAV-     980,393.3   (mgal)                       NAVD 88
 SS0331
 SS0331  VERT ORDER  -  SECOND    CLASS 0
 SS0331
 SS0331.The horizontal coordinates were scaled from a topographic map and have
 SS0331.an estimated accuracy of +/- 6 seconds.
 SS0331
 SS0331.The orthometric height was determined by differential leveling
 SS0331.and adjusted by the National Geodetic Survey in June 1991..
 SS0331
 SS0331.The geoid height was determined by GEOID03.
 SS0331
 SS0331.The dynamic height is computed by dividing the NAVD 88
 SS0331.geopotential number by the normal gravity value computed on the
 SS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0331.degrees latitude (g = 980.6199 gals.).
 SS0331
 SS0331.The modeled gravity was interpolated from observed gravity values.
 SS0331
 SS0331;                    North         East    Units  Estimated Accuracy
 SS0331;SPC MT       -   327,350.      489,440.      MT  (+/- 180 meters Scaled)
 SS0331
 SS0331                          SUPERSEDED SURVEY CONTROL
 SS0331
 SS0331  NGVD 29 (??/??/92) 1373.294  (m)         4505.55   (f) ADJ UNCH    2 0
 SS0331
 SS0331.Superseded values are not recommended for survey control.
 SS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0331.See file dsdata.txt to determine how the superseded data were derived.
 SS0331
 SS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT030259(NAD 83)
 SS0331_MARKER: DB = BENCH MARK DISK
 SS0331_SETTING: 66 = SET IN ROCK OUTCROP
 SS0331_SP_SET: OUTCROP
 SS0331_STAMPING: H 192 1961
 SS0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0331+STABILITY: POSITION/ELEVATION WELL
 SS0331
 SS0331  HISTORY     - Date     Condition        Report By
 SS0331  HISTORY     - 1961     MONUMENTED       CGS
 SS0331
 SS0331                          STATION DESCRIPTION
 SS0331
 SS0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0331'16.9 MI S FROM BELT.
 SS0331'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0331'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0331'THENCE 3.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 33, T 17
 SS0331'N, R 6 E, AT A CURVE AND 27 FEET WEST OF THE CENTER LINE OF THE ROAD,
 SS0331'SET IN THE TOP OF A ROCK OUTCROP PROJECTING 12 INCHES, AND ABOUT 4
 SS0331'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0518 ***********************************************************************
 SR0518  DESIGNATION -  H 193
 SR0518  PID         -  SR0518
 SR0518  STATE/COUNTY-  MT/FERGUS
 SR0518  USGS QUAD   -  HILGER NW (1985)
 SR0518
 SR0518                         *CURRENT SURVEY CONTROL
 SR0518  ___________________________________________________________________
 SR0518* NAD 83(1986)-  47 26 04.     (N)    109 29 23.     (W)     SCALED    
 SR0518* NAVD 88     -      1038.903  (meters)    3408.47   (feet)  ADJUSTED  
 SR0518  ___________________________________________________________________
 SR0518  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 SR0518  DYNAMIC HT  -        1038.847 (meters)    3408.28  (feet)  COMP
 SR0518  MODELED GRAV-     980,522.8   (mgal)                       NAVD 88
 SR0518
 SR0518  VERT ORDER  -  SECOND    CLASS 0
 SR0518
 SR0518.The horizontal coordinates were scaled from a topographic map and have
 SR0518.an estimated accuracy of +/- 6 seconds.
 SR0518
 SR0518.The orthometric height was determined by differential leveling
 SR0518.and adjusted by the National Geodetic Survey in June 1991..
 SR0518
 SR0518.The geoid height was determined by GEOID03.
 SR0518
 SR0518.The dynamic height is computed by dividing the NAVD 88
 SR0518.geopotential number by the normal gravity value computed on the
 SR0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0518.degrees latitude (g = 980.6199 gals.).
 SR0518
 SR0518.The modeled gravity was interpolated from observed gravity values.
 SR0518
 SR0518;                    North         East    Units  Estimated Accuracy
 SR0518;SPC MT       -   353,850.      600,780.      MT  (+/- 180 meters Scaled)
 SR0518
 SR0518                          SUPERSEDED SURVEY CONTROL
 SR0518
 SR0518  NGVD 29 (??/??/92) 1038.070  (m)         3405.73   (f) ADJ UNCH    2 0
 SR0518
 SR0518.Superseded values are not recommended for survey control.
 SR0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0518.See file dsdata.txt to determine how the superseded data were derived.
 SR0518
 SR0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT138545(NAD 83)
 SR0518_MARKER: DB = BENCH MARK DISK
 SR0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0518_STAMPING: H 193 1961
 SR0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0518+STABILITY: SURFACE MOTION
 SR0518
 SR0518  HISTORY     - Date     Condition        Report By
 SR0518  HISTORY     - 1961     MONUMENTED       CGS
 SR0518
 SR0518                          STATION DESCRIPTION
 SR0518
 SR0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0518'10.55 MI SW FROM SUFFOLK.
 SR0518'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0518'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0518'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 4.0 MILES SOUTH
 SR0518'ALONG A GRAVELED ROAD, IN SECTION 12, T 19 N, R 17 E, 150 FEET
 SR0518'SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND A GRADED DIRT
 SR0518'ROAD LEADING WEST, 125 FEET WEST OF THE CENTER LINE OF THE ROAD, 65
 SR0518'FEET SOUTH OF THE CENTER LINE OF THE GRADED DIRT ROAD, 122 FEET
 SR0518'NORTHWEST OF THE WEST END OF A METAL CULVERT, 1.5 FEET SOUTH OF A
 SR0518'METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROADS, AND
 SR0518'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0028 ***********************************************************************
 SS0028  DESIGNATION -  H 194
 SS0028  PID         -  SS0028
 SS0028  STATE/COUNTY-  MT/FERGUS
 SS0028  USGS QUAD   -  COFFEE CREEK (1979)
 SS0028
 SS0028                         *CURRENT SURVEY CONTROL
 SS0028  ___________________________________________________________________
 SS0028* NAD 83(1986)-  47 18 43.     (N)    110 02 35.     (W)     SCALED    
 SS0028* NAVD 88     -      1130.337  (meters)    3708.45   (feet)  ADJUSTED  
 SS0028  ___________________________________________________________________
 SS0028  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 SS0028  DYNAMIC HT  -        1130.239 (meters)    3708.13  (feet)  COMP
 SS0028  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 SS0028
 SS0028  VERT ORDER  -  SECOND    CLASS 0
 SS0028
 SS0028.The horizontal coordinates were scaled from a topographic map and have
 SS0028.an estimated accuracy of +/- 6 seconds.
 SS0028
 SS0028.The orthometric height was determined by differential leveling
 SS0028.and adjusted by the National Geodetic Survey in June 1991..
 SS0028
 SS0028.The geoid height was determined by GEOID03.
 SS0028
 SS0028.The dynamic height is computed by dividing the NAVD 88
 SS0028.geopotential number by the normal gravity value computed on the
 SS0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0028.degrees latitude (g = 980.6199 gals.).
 SS0028
 SS0028.The modeled gravity was interpolated from observed gravity values.
 SS0028
 SS0028;                    North         East    Units  Estimated Accuracy
 SS0028;SPC MT       -   340,380.      558,960.      MT  (+/- 180 meters Scaled)
 SS0028
 SS0028                          SUPERSEDED SURVEY CONTROL
 SS0028
 SS0028  NGVD 29 (??/??/92) 1129.466  (m)         3705.59   (f) ADJ UNCH    2 0
 SS0028
 SS0028.Superseded values are not recommended for survey control.
 SS0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0028.See file dsdata.txt to determine how the superseded data were derived.
 SS0028
 SS0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT723402(NAD 83)
 SS0028_MARKER: DB = BENCH MARK DISK
 SS0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0028_STAMPING: H 194 1961
 SS0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0028+STABILITY: SURFACE MOTION
 SS0028
 SS0028  HISTORY     - Date     Condition        Report By
 SS0028  HISTORY     - 1961     MONUMENTED       CGS
 SS0028
 SS0028                          STATION DESCRIPTION
 SS0028
 SS0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0028'3.75 MI SE FROM COFFEE CREEK.
 SS0028'ABOUT 1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0028'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT COFFEE
 SS0028'CREEK, THENCE 2.05 MILES SOUTH ALONG A TRACK ROAD, IN SECTION 22, T 18
 SS0028'N, R 13 E, 0.75 MILE NORTH OF AN INTERSECTION OF THE TRACK ROAD AND A
 SS0028'GRAVELED ROAD, 34 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD, 12
 SS0028'1/2 FEET NORTH OF AND INSIDE A FENCE CORNER, 2 FEET EAST OF A FENCE,
 SS0028'2.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SS0028'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0369 ***********************************************************************
 SR0369  DESIGNATION -  H 195
 SR0369  PID         -  SR0369
 SR0369  STATE/COUNTY-  MT/FERGUS
 SR0369  USGS QUAD   -  BROOKS (1985)
 SR0369
 SR0369                         *CURRENT SURVEY CONTROL
 SR0369  ___________________________________________________________________
 SR0369* NAD 83(1986)-  47 11 59.     (N)    109 23 55.     (W)     SCALED    
 SR0369* NAVD 88     -      1216.783  (meters)    3992.06   (feet)  ADJUSTED  
 SR0369  ___________________________________________________________________
 SR0369  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 SR0369  DYNAMIC HT  -        1216.655 (meters)    3991.64  (feet)  COMP
 SR0369  MODELED GRAV-     980,465.5   (mgal)                       NAVD 88
 SR0369
 SR0369  VERT ORDER  -  FIRST     CLASS II
 SR0369
 SR0369.The horizontal coordinates were scaled from a topographic map and have
 SR0369.an estimated accuracy of +/- 6 seconds.
 SR0369
 SR0369.The orthometric height was determined by differential leveling
 SR0369.and adjusted by the National Geodetic Survey in June 1991..
 SR0369.WARNING-Repeat measurements at this control monument indicate possible
 SR0369.vertical movement.
 SR0369
 SR0369.The geoid height was determined by GEOID03.
 SR0369
 SR0369.The dynamic height is computed by dividing the NAVD 88
 SR0369.geopotential number by the normal gravity value computed on the
 SR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0369.degrees latitude (g = 980.6199 gals.).
 SR0369
 SR0369.The modeled gravity was interpolated from observed gravity values.
 SR0369
 SR0369;                    North         East    Units  Estimated Accuracy
 SR0369;SPC MT       -   327,770.      607,680.      MT  (+/- 180 meters Scaled)
 SR0369
 SR0369                          SUPERSEDED SURVEY CONTROL
 SR0369
 SR0369  NGVD 29 (??/??/92) 1215.909  (m)         3989.19   (f) ADJ UNCH    1 2
 SR0369
 SR0369.Superseded values are not recommended for survey control.
 SR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0369.See file dsdata.txt to determine how the superseded data were derived.
 SR0369
 SR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT212286(NAD 83)
 SR0369_MARKER: DB = BENCH MARK DISK
 SR0369_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0369_SP_SET: 15 FT
 SR0369_STAMPING: H 195 1961
 SR0369_PROJECTION: PROJECTING 2 CENTIMETERS
 SR0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0369_ROD/PIPE-DEPTH: 4.6  meters
 SR0369
 SR0369  HISTORY     - Date     Condition        Report By
 SR0369  HISTORY     - 1961     MONUMENTED       CGS
 SR0369  HISTORY     - 1980     GOOD             NGS
 SR0369
 SR0369                          STATION DESCRIPTION
 SR0369
 SR0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0369'1.3 MI SE FROM BROOKS.
 SR0369'ABOUT 0.35 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0369'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT BROOKS,
 SR0369'THENCE 0.95 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 35, T 17 N, R
 SR0369'18 E, 158 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROAD
 SR0369'AND STATE HIGHWAY 19, 59 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 SR0369'19, 156 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST
 SR0369'TO MAIDEN CANYON AND THE LEWISTOWN AIR FORCE STATION, 6 FEET SOUTHEAST
 SR0369'OF CONCRETE HIGHWAY MARK NUMBER 450, 2 FEET WEST OF A FENCE, 1.0 FOOT
 SR0369'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SR0369'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0369'DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SR0369'PROJECTS 6 INCHES.
 SR0369
 SR0369                          STATION RECOVERY (1980)
 SR0369
 SR0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0369'7.2 KM (4.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE
 SR0369'IN HILGER, 0.5 KM (0.3 MI) NORTHEAST OF MILE POST 10, AT A CROSS-
 SR0369'ROAD, 61.0 METERS (200.0 FT) NORTH OF A HISTORIC MARKER SIGN,
 SR0369'47.5 METERS (156.0 FT) SOUTH OF THE CENTER OF THE ROAD, 18.0 METERS
 SR0369'(59.0 FT) EAST OF THE CENTER OF THE HIGHWAY, AND 0.6 METER (2.0 FT)
 SR0369'WEST OF A FENCE.
 SR0369'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SR0369'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0386 ***********************************************************************
 RV0386  DESIGNATION -  H 196
 RV0386  PID         -  RV0386
 RV0386  STATE/COUNTY-  MT/WHEATLAND
 RV0386  USGS QUAD   -  ELEPHANT ROCKS (1986)
 RV0386
 RV0386                         *CURRENT SURVEY CONTROL
 RV0386  ___________________________________________________________________
 RV0386* NAD 83(1986)-  46 38 07.     (N)    109 43 09.     (W)     SCALED    
 RV0386* NAVD 88     -      1370.819  (meters)    4497.43   (feet)  ADJUSTED  
 RV0386  ___________________________________________________________________
 RV0386  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 RV0386  DYNAMIC HT  -        1370.546 (meters)    4496.53  (feet)  COMP
 RV0386  MODELED GRAV-     980,366.0   (mgal)                       NAVD 88
 RV0386
 RV0386  VERT ORDER  -  FIRST     CLASS II
 RV0386
 RV0386.The horizontal coordinates were scaled from a topographic map and have
 RV0386.an estimated accuracy of +/- 6 seconds.
 RV0386
 RV0386.The orthometric height was determined by differential leveling
 RV0386.and adjusted by the National Geodetic Survey in June 1991..
 RV0386
 RV0386.The geoid height was determined by GEOID03.
 RV0386
 RV0386.The dynamic height is computed by dividing the NAVD 88
 RV0386.geopotential number by the normal gravity value computed on the
 RV0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0386.degrees latitude (g = 980.6199 gals.).
 RV0386
 RV0386.The modeled gravity was interpolated from observed gravity values.
 RV0386
 RV0386;                    North         East    Units  Estimated Accuracy
 RV0386;SPC MT       -   265,080.      583,230.      MT  (+/- 180 meters Scaled)
 RV0386
 RV0386                          SUPERSEDED SURVEY CONTROL
 RV0386
 RV0386  NGVD 29 (??/??/92) 1369.867  (m)         4494.31   (f) ADJ UNCH    1 2
 RV0386
 RV0386.Superseded values are not recommended for survey control.
 RV0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0386.See file dsdata.txt to determine how the superseded data were derived.
 RV0386
 RV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS980654(NAD 83)
 RV0386_MARKER: DB = BENCH MARK DISK
 RV0386_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0386_SP_SET: 11 FT.
 RV0386_STAMPING: H 196 1961
 RV0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0386
 RV0386  HISTORY     - Date     Condition        Report By
 RV0386  HISTORY     - 1961     MONUMENTED       CGS
 RV0386
 RV0386                          STATION DESCRIPTION
 RV0386
 RV0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0386'3.4 MI SE FROM JUDITH GAP.
 RV0386'ABOUT 3.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0386'STATION AT JUDITH GAP, 0.3 MILE SOUTHEAST OF MILE POLE 99, 150 FEET
 RV0386'NORTHEAST OF THE NORTHEAST RAIL, 74 FEET NORTH OF THE CENTER OF A ROAD
 RV0386'JUNCTION, 62 FEET NORTHWEST OF THE CENTER LINE OF A ROAD NORTHEAST, 50
 RV0386'FEET NORTHEAST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 12
 RV0386'FEET NORTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A FENCE, 1
 RV0386'1/2 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 RV0386'ROADS, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 RV0386'DRIVEN TO REFUSAL AT A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH
 RV0386'TILE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0184 ***********************************************************************
 SS0184  DESIGNATION -  H 197
 SS0184  PID         -  SS0184
 SS0184  STATE/COUNTY-  MT/JUDITH BASIN
 SS0184  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0184
 SS0184                         *CURRENT SURVEY CONTROL
 SS0184  ___________________________________________________________________
 SS0184* NAD 83(1986)-  47 11 55.     (N)    110 26 51.     (W)     SCALED    
 SS0184* NAVD 88     -      1369.029  (meters)    4491.56   (feet)  ADJUSTED  
 SS0184  ___________________________________________________________________
 SS0184  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 SS0184  DYNAMIC HT  -        1368.831 (meters)    4490.91  (feet)  COMP
 SS0184  MODELED GRAV-     980,419.8   (mgal)                       NAVD 88
 SS0184
 SS0184  VERT ORDER  -  FIRST     CLASS II
 SS0184
 SS0184.The horizontal coordinates were scaled from a topographic map and have
 SS0184.an estimated accuracy of +/- 6 seconds.
 SS0184
 SS0184.The orthometric height was determined by differential leveling
 SS0184.and adjusted by the National Geodetic Survey in June 1991..
 SS0184
 SS0184.The geoid height was determined by GEOID03.
 SS0184
 SS0184.The dynamic height is computed by dividing the NAVD 88
 SS0184.geopotential number by the normal gravity value computed on the
 SS0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0184.degrees latitude (g = 980.6199 gals.).
 SS0184
 SS0184.The modeled gravity was interpolated from observed gravity values.
 SS0184
 SS0184;                    North         East    Units  Estimated Accuracy
 SS0184;SPC MT       -   328,080.      528,250.      MT  (+/- 180 meters Scaled)
 SS0184
 SS0184                          SUPERSEDED SURVEY CONTROL
 SS0184
 SS0184  NGVD 29 (??/??/92) 1368.074  (m)         4488.42   (f) ADJ UNCH    1 2
 SS0184
 SS0184.Superseded values are not recommended for survey control.
 SS0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0184.See file dsdata.txt to determine how the superseded data were derived.
 SS0184
 SS0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT418273(NAD 83)
 SS0184_MARKER: DB = BENCH MARK DISK
 SS0184_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0184_SP_SET: 9 FT.
 SS0184_STAMPING: H 197 1961
 SS0184_PROJECTION: PROJECTING 3 CENTIMETERS
 SS0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0184_ROD/PIPE-DEPTH: 3.0  meters
 SS0184
 SS0184  HISTORY     - Date     Condition        Report By
 SS0184  HISTORY     - 1961     MONUMENTED       CGS
 SS0184  HISTORY     - 1980     GOOD             NGS
 SS0184
 SS0184                          STATION DESCRIPTION
 SS0184
 SS0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0184'6.0 MI SE FROM GEYSER.
 SS0184'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0184'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0184'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 3.0 MILES SOUTH ALONG A
 SS0184'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION
 SS0184'27, T 17 N, R 10 E, 0.1 MILE EAST OF AN OLD ABANDONED RANCH HOUSE, 32
 SS0184'FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET EAST OF A
 SS0184'SECTION FENCE LEADING NORTH, 1 1/2 FEET SOUTH OF A FENCE, 19 FEET WEST
 SS0184'OF THE CENTER OF A WIRE GATE, 14 FEET EAST OF THE CENTER OF A WIRE
 SS0184'GATE, 1.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SS0184'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 SS0184'TO A DEPTH OF 9 FEET AND ENCASED IN A TILE WHICH PROJECTS 12 INCHES.
 SS0184
 SS0184                          STATION RECOVERY (1980)
 SS0184
 SS0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0184'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 87 FROM THE SCHOOL HOUSE IN
 SS0184'GEYSER THENCE 4.8 KM (3.0 MI) SOUTH ALONG A GRAVELED ROAD THENCE 1.6
 SS0184'KM (1.0 MI) EAST ALONG A GRAVELED ROAD, 9.8 METERS (32 FT) NORTH OF
 SS0184'THE ROAD CENTER, 5.8 METERS (19.0 FT) EAST OF THE CENTER OF A
 SS0184'GATE, 5.2 METERS (17.0 FT) WEST OF THE CENTER OF A GATE, 1.4 METERS
 SS0184'(4.5 FT) EAST OF A FENCE CORNER AND 0.3 METER (1.0 FT) SOUTH OF A
 SS0184'FENCE.
 SS0184'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SS0184'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0474 ***********************************************************************
 RV0474  DESIGNATION -  H 198
 RV0474  PID         -  RV0474
 RV0474  STATE/COUNTY-  MT/FERGUS
 RV0474  USGS QUAD   -  MOORE (1970)
 RV0474
 RV0474                         *CURRENT SURVEY CONTROL
 RV0474  ___________________________________________________________________
 RV0474* NAD 83(1986)-  46 54 40.     (N)    109 37 43.     (W)     SCALED    
 RV0474* NAVD 88     -      1383.629  (meters)    4539.46   (feet)  ADJUSTED  
 RV0474  ___________________________________________________________________
 RV0474  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 RV0474  DYNAMIC HT  -        1383.392 (meters)    4538.68  (feet)  COMP
 RV0474  MODELED GRAV-     980,393.7   (mgal)                       NAVD 88
 RV0474
 RV0474  VERT ORDER  -  SECOND    CLASS 0
 RV0474
 RV0474.The horizontal coordinates were scaled from a topographic map and have
 RV0474.an estimated accuracy of +/- 6 seconds.
 RV0474
 RV0474.The orthometric height was determined by differential leveling
 RV0474.and adjusted by the National Geodetic Survey in June 1991..
 RV0474
 RV0474.The geoid height was determined by GEOID03.
 RV0474
 RV0474.The dynamic height is computed by dividing the NAVD 88
 RV0474.geopotential number by the normal gravity value computed on the
 RV0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0474.degrees latitude (g = 980.6199 gals.).
 RV0474
 RV0474.The modeled gravity was interpolated from observed gravity values.
 RV0474
 RV0474;                    North         East    Units  Estimated Accuracy
 RV0474;SPC MT       -   295,710.      590,210.      MT  (+/- 180 meters Scaled)
 RV0474
 RV0474                          SUPERSEDED SURVEY CONTROL
 RV0474
 RV0474  NGVD 29 (??/??/92) 1382.693  (m)         4536.39   (f) ADJ UNCH    2 0
 RV0474
 RV0474.Superseded values are not recommended for survey control.
 RV0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0474.See file dsdata.txt to determine how the superseded data were derived.
 RV0474
 RV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS044961(NAD 83)
 RV0474_MARKER: DB = BENCH MARK DISK
 RV0474_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0474_SP_SET: 12 FT.
 RV0474_STAMPING: H 198 1961
 RV0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0474
 RV0474  HISTORY     - Date     Condition        Report By
 RV0474  HISTORY     - 1961     MONUMENTED       CGS
 RV0474
 RV0474                          STATION DESCRIPTION
 RV0474
 RV0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0474'9.0 MI SE FROM MOORE.
 RV0474'ABOUT 6.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 RV0474'U.S. HIGHWAY 87 AT MOORE, THENCE 1.5 MILES EAST ALONG A GRAVEL ROAD,
 RV0474'THENCE 1.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE EAST ALONG
 RV0474'A GRAVEL ROAD, IN A TRIANGLE FORMED BY THE JUNCTION OF A ROAD NORTH,
 RV0474'49 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 33 FEET EAST
 RV0474'OF THE EXTENDED CENTER LINE OF THE ROAD NORTH, 54 FEET SOUTHWEST OF
 RV0474'THE CENTER LINE OF ROAD ALONG NORTHEAST SIDE OF TRIANGLE, 94 FEET
 RV0474'SOUTHEAST OF THE CENTER LINE OF ROAD ALONG NORTHWEST SIDE OF THE
 RV0474'TRIANGLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET ABOVE THE
 RV0474'EAST-WEST ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 RV0474'WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF 12 FEET. THE UPPER PORTION
 RV0474'OF THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1137 ***********************************************************************
 SS1137  DESIGNATION -  H 2 Z
 SS1137  PID         -  SS1137
 SS1137  STATE/COUNTY-  MT/TETON
 SS1137  USGS QUAD   -  COLLINS SE (1987)
 SS1137
 SS1137                         *CURRENT SURVEY CONTROL
 SS1137  ___________________________________________________________________
 SS1137* NAD 83(1986)-  47 47 32.     (N)    111 46 53.     (W)     SCALED    
 SS1137* NAVD 88     -      1180.323  (meters)    3872.44   (feet)  ADJUSTED  
 SS1137  ___________________________________________________________________
 SS1137  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1137  DYNAMIC HT  -        1180.264 (meters)    3872.25  (feet)  COMP
 SS1137  MODELED GRAV-     980,520.9   (mgal)                       NAVD 88
 SS1137
 SS1137  VERT ORDER  -  SECOND    CLASS 0
 SS1137
 SS1137.The horizontal coordinates were scaled from a topographic map and have
 SS1137.an estimated accuracy of +/- 6 seconds.
 SS1137
 SS1137.The orthometric height was determined by differential leveling
 SS1137.and adjusted by the National Geodetic Survey in June 1991..
 SS1137
 SS1137.The geoid height was determined by GEOID03.
 SS1137
 SS1137.The dynamic height is computed by dividing the NAVD 88
 SS1137.geopotential number by the normal gravity value computed on the
 SS1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1137.degrees latitude (g = 980.6199 gals.).
 SS1137
 SS1137.The modeled gravity was interpolated from observed gravity values.
 SS1137
 SS1137;                    North         East    Units  Estimated Accuracy
 SS1137;SPC MT       -   396,090.      429,180.      MT  (+/- 180 meters Scaled)
 SS1137
 SS1137                          SUPERSEDED SURVEY CONTROL
 SS1137
 SS1137  NGVD 29 (??/??/92) 1179.386  (m)         3869.37   (f) ADJ UNCH    2 0
 SS1137
 SS1137.Superseded values are not recommended for survey control.
 SS1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1137.See file dsdata.txt to determine how the superseded data were derived.
 SS1137
 SS1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT414935(NAD 83)
 SS1137_MARKER: DS = TRIANGULATION STATION DISK
 SS1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1137_STAMPING: H2Z 1961
 SS1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1137+STABILITY: SURFACE MOTION
 SS1137
 SS1137  HISTORY     - Date     Condition        Report By
 SS1137  HISTORY     - 1961     MONUMENTED       CGS
 SS1137
 SS1137                          STATION DESCRIPTION
 SS1137
 SS1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1137'7.15 MI SW FROM DUTTON.
 SS1137'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1137'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 3.7
 SS1137'MILES SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE WEST ALONG A DIRT TRACK
 SS1137'ROAD AND FENCE LINE, ON THE TOP OF A RIDGE, 9 1/2 FEET SOUTH OF THE
 SS1137'CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF THE FENCE, 2.7 FEET
 SS1137'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 SS1137'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1139 ***********************************************************************
 SS1139  DESIGNATION -  H 2 Z AZ MK
 SS1139  PID         -  SS1139
 SS1139  STATE/COUNTY-  MT/TETON
 SS1139  USGS QUAD   -  COLLINS SE (1987)
 SS1139
 SS1139                         *CURRENT SURVEY CONTROL
 SS1139  ___________________________________________________________________
 SS1139* NAD 83(1986)-  47 47 44.     (N)    111 46 29.     (W)     SCALED    
 SS1139* NAVD 88     -      1178.887  (meters)    3867.73   (feet)  ADJUSTED  
 SS1139  ___________________________________________________________________
 SS1139  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1139  DYNAMIC HT  -        1178.828 (meters)    3867.54  (feet)  COMP
 SS1139  MODELED GRAV-     980,520.7   (mgal)                       NAVD 88
 SS1139
 SS1139  VERT ORDER  -  SECOND    CLASS 0
 SS1139
 SS1139.The horizontal coordinates were scaled from a topographic map and have
 SS1139.an estimated accuracy of +/- 6 seconds.
 SS1139
 SS1139.The orthometric height was determined by differential leveling
 SS1139.and adjusted by the National Geodetic Survey in June 1991..
 SS1139
 SS1139.The geoid height was determined by GEOID03.
 SS1139
 SS1139.The dynamic height is computed by dividing the NAVD 88
 SS1139.geopotential number by the normal gravity value computed on the
 SS1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1139.degrees latitude (g = 980.6199 gals.).
 SS1139
 SS1139.The modeled gravity was interpolated from observed gravity values.
 SS1139
 SS1139;                    North         East    Units  Estimated Accuracy
 SS1139;SPC MT       -   396,450.      429,690.      MT  (+/- 180 meters Scaled)
 SS1139
 SS1139                          SUPERSEDED SURVEY CONTROL
 SS1139
 SS1139  NGVD 29 (??/??/92) 1177.949  (m)         3864.65   (f) ADJ UNCH    2 0
 SS1139
 SS1139.Superseded values are not recommended for survey control.
 SS1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1139.See file dsdata.txt to determine how the superseded data were derived.
 SS1139
 SS1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT419938(NAD 83)
 SS1139_MARKER: DZ = AZIMUTH MARK DISK
 SS1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1139_STAMPING: H2Z 1961
 SS1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1139+STABILITY: SURFACE MOTION
 SS1139
 SS1139  HISTORY     - Date     Condition        Report By
 SS1139  HISTORY     - 1961     MONUMENTED       CGS
 SS1139
 SS1139                          STATION DESCRIPTION
 SS1139
 SS1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1139'6.6 MI SW FROM DUTTON.
 SS1139'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1139'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 3.45
 SS1139'MILES SOUTH ALONG A DIRT ROAD, 0.75 MILE NORTH OF BENCH MARK S 231, 70
 SS1139'FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A POWER LINE POLE WITH 2
 SS1139'GUY WIRES, 27 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.7 FOOT
 SS1139'EAST OF A FENCE, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 SS1139'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SS1139'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1136 ***********************************************************************
 SS1136  DESIGNATION -  H 2 Z RM 1
 SS1136  PID         -  SS1136
 SS1136  STATE/COUNTY-  MT/TETON
 SS1136  USGS QUAD   -  COLLINS SE (1987)
 SS1136
 SS1136                         *CURRENT SURVEY CONTROL
 SS1136  ___________________________________________________________________
 SS1136* NAD 83(1986)-  47 47 31.     (N)    111 46 53.     (W)     SCALED    
 SS1136* NAVD 88     -      1179.734  (meters)    3870.51   (feet)  ADJUSTED  
 SS1136  ___________________________________________________________________
 SS1136  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1136  DYNAMIC HT  -        1179.675 (meters)    3870.32  (feet)  COMP
 SS1136  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 SS1136
 SS1136  VERT ORDER  -  SECOND    CLASS 0
 SS1136
 SS1136.The horizontal coordinates were scaled from a topographic map and have
 SS1136.an estimated accuracy of +/- 6 seconds.
 SS1136
 SS1136.The orthometric height was determined by differential leveling
 SS1136.and adjusted by the National Geodetic Survey in June 1991..
 SS1136
 SS1136.The geoid height was determined by GEOID03.
 SS1136
 SS1136.The dynamic height is computed by dividing the NAVD 88
 SS1136.geopotential number by the normal gravity value computed on the
 SS1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1136.degrees latitude (g = 980.6199 gals.).
 SS1136
 SS1136.The modeled gravity was interpolated from observed gravity values.
 SS1136
 SS1136;                    North         East    Units  Estimated Accuracy
 SS1136;SPC MT       -   396,060.      429,180.      MT  (+/- 180 meters Scaled)
 SS1136
 SS1136                          SUPERSEDED SURVEY CONTROL
 SS1136
 SS1136  NGVD 29 (??/??/92) 1178.796  (m)         3867.43   (f) ADJ UNCH    2 0
 SS1136
 SS1136.Superseded values are not recommended for survey control.
 SS1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1136.See file dsdata.txt to determine how the superseded data were derived.
 SS1136
 SS1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT414934(NAD 83)
 SS1136_MARKER: DR = REFERENCE MARK DISK
 SS1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1136_STAMPING: H2Z NO 1 1961
 SS1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1136+STABILITY: SURFACE MOTION
 SS1136
 SS1136  HISTORY     - Date     Condition        Report By
 SS1136  HISTORY     - 1961     MONUMENTED       CGS
 SS1136
 SS1136                          STATION DESCRIPTION
 SS1136
 SS1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1136'7.15 MI SW FROM DUTTON.
 SS1136'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1136'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 3.7
 SS1136'MILES SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE WEST ALONG A DIRT TRACK
 SS1136'ROAD AND FENCE LINE, ON THE TOP OF A RIDGE, 55.5 FEET EAST OF H2Z
 SS1136'TRIANGULATION STATION, 8 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 SS1136'ROAD, 1.3 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SS1136'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1138 ***********************************************************************
 SS1138  DESIGNATION -  H 2 Z RM 2
 SS1138  PID         -  SS1138
 SS1138  STATE/COUNTY-  MT/TETON
 SS1138  USGS QUAD   -  COLLINS SE (1987)
 SS1138
 SS1138                         *CURRENT SURVEY CONTROL
 SS1138  ___________________________________________________________________
 SS1138* NAD 83(1986)-  47 47 31.     (N)    111 46 54.     (W)     SCALED    
 SS1138* NAVD 88     -      1180.653  (meters)    3873.53   (feet)  ADJUSTED  
 SS1138  ___________________________________________________________________
 SS1138  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1138  DYNAMIC HT  -        1180.594 (meters)    3873.33  (feet)  COMP
 SS1138  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 SS1138
 SS1138  VERT ORDER  -  SECOND    CLASS 0
 SS1138
 SS1138.The horizontal coordinates were scaled from a topographic map and have
 SS1138.an estimated accuracy of +/- 6 seconds.
 SS1138
 SS1138.The orthometric height was determined by differential leveling
 SS1138.and adjusted by the National Geodetic Survey in June 1991..
 SS1138
 SS1138.The geoid height was determined by GEOID03.
 SS1138
 SS1138.The dynamic height is computed by dividing the NAVD 88
 SS1138.geopotential number by the normal gravity value computed on the
 SS1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1138.degrees latitude (g = 980.6199 gals.).
 SS1138
 SS1138.The modeled gravity was interpolated from observed gravity values.
 SS1138
 SS1138;                    North         East    Units  Estimated Accuracy
 SS1138;SPC MT       -   396,060.      429,160.      MT  (+/- 180 meters Scaled)
 SS1138
 SS1138                          SUPERSEDED SURVEY CONTROL
 SS1138
 SS1138  NGVD 29 (??/??/92) 1179.716  (m)         3870.45   (f) ADJ UNCH    2 0
 SS1138
 SS1138.Superseded values are not recommended for survey control.
 SS1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1138.See file dsdata.txt to determine how the superseded data were derived.
 SS1138
 SS1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT414934(NAD 83)
 SS1138_MARKER: DR = REFERENCE MARK DISK
 SS1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1138_STAMPING: H2Z NO 2 1961
 SS1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1138+STABILITY: SURFACE MOTION
 SS1138
 SS1138  HISTORY     - Date     Condition        Report By
 SS1138  HISTORY     - 1961     MONUMENTED       CGS
 SS1138
 SS1138                          STATION DESCRIPTION
 SS1138
 SS1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1138'7.15 MI SW FROM DUTTON.
 SS1138'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1138'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 3.7
 SS1138'MILES SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE WEST ALONG A DIRT TRACK
 SS1138'ROAD AND A FENCE LINE, ON THE TOP OF A RIDGE, 46.4 FEET WEST OF
 SS1138'TRIANGULATION STATION H2Z, 10 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 SS1138'ROAD, 1.1 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SS1138'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0588 ***********************************************************************
 RV0588  DESIGNATION -  H 200
 RV0588  PID         -  RV0588
 RV0588  STATE/COUNTY-  MT/WHEATLAND
 RV0588  USGS QUAD   -  OKA (1986)
 RV0588
 RV0588                         *CURRENT SURVEY CONTROL
 RV0588  ___________________________________________________________________
 RV0588* NAD 83(1986)-  46 37 03.     (N)    109 45 58.     (W)     SCALED    
 RV0588* NAVD 88     -      1438.907  (meters)    4720.81   (feet)  ADJUSTED  
 RV0588  ___________________________________________________________________
 RV0588  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 RV0588  DYNAMIC HT  -        1438.598 (meters)    4719.80  (feet)  COMP
 RV0588  MODELED GRAV-     980,348.1   (mgal)                       NAVD 88
 RV0588
 RV0588  VERT ORDER  -  FIRST     CLASS II
 RV0588
 RV0588.The horizontal coordinates were scaled from a topographic map and have
 RV0588.an estimated accuracy of +/- 6 seconds.
 RV0588
 RV0588.The orthometric height was determined by differential leveling
 RV0588.and adjusted by the National Geodetic Survey in June 1991..
 RV0588
 RV0588.The geoid height was determined by GEOID03.
 RV0588
 RV0588.The dynamic height is computed by dividing the NAVD 88
 RV0588.geopotential number by the normal gravity value computed on the
 RV0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0588.degrees latitude (g = 980.6199 gals.).
 RV0588
 RV0588.The modeled gravity was interpolated from observed gravity values.
 RV0588
 RV0588;                    North         East    Units  Estimated Accuracy
 RV0588;SPC MT       -   263,120.      579,630.      MT  (+/- 180 meters Scaled)
 RV0588
 RV0588                          SUPERSEDED SURVEY CONTROL
 RV0588
 RV0588  NGVD 29 (??/??/92) 1437.937  (m)         4717.63   (f) ADJ UNCH    1 2
 RV0588
 RV0588.Superseded values are not recommended for survey control.
 RV0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0588.See file dsdata.txt to determine how the superseded data were derived.
 RV0588
 RV0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS944633(NAD 83)
 RV0588_MARKER: DB = BENCH MARK DISK
 RV0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0588_SP_SET: 12 FT.
 RV0588_STAMPING: H 200 1961
 RV0588_MARK LOGO: CGS   
 RV0588_PROJECTION: PROJECTING 16 CENTIMETERS
 RV0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0588_ROD/PIPE-DEPTH: 4.0  meters
 RV0588
 RV0588  HISTORY     - Date     Condition        Report By
 RV0588  HISTORY     - 1961     MONUMENTED       CGS
 RV0588  HISTORY     - 1980     GOOD             NGS
 RV0588
 RV0588                          STATION DESCRIPTION
 RV0588
 RV0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0588'4.35 MI S FROM JUDITH GAP.
 RV0588'ABOUT 4.35  MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0588'JUDITH GAP, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST AND
 RV0588'WEST, 107 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 92 FEET
 RV0588'NORTHEAST OF THE CENTER OF A CATTLE GUARD ACROSS THE GRAVEL ROAD, 55
 RV0588'1/2 FEET NORTHWEST OF A POWER POLE, 8 FEET SOUTH OF A FENCE CORNER, 1
 RV0588'FOOT SOUTHEAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, A DISK ON
 RV0588'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO REFUSAL AT
 RV0588'A DEPTH OF 12 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 RV0588'6-INCH TILE WHICH PROJECTS 7 INCHES.
 RV0588
 RV0588                          STATION RECOVERY (1980)
 RV0588
 RV0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0588'6.8 KM (4.2 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE IN
 RV0588'JUDITH GAP, AT A GRAVEL ROAD LEADING WEST, 32.6 METERS (107.0 FT)
 RV0588'WEST OF THE CENTERLINE OF THE HIGHWAY, 27.9 METERS (91.5 FT) NORTH OF
 RV0588'THE CENTER OF THE ROAD, 16.9 METERS (55.5 FT) NORTHWEST OF A UTILITY
 RV0588'POLE AND 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE.
 RV0588'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 RV0588'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0019 ***********************************************************************
 TH0019  DESIGNATION -  H 203
 TH0019  PID         -  TH0019
 TH0019  STATE/COUNTY-  MT/SHERIDAN
 TH0019  USGS QUAD   -  PARK LAKE (1983)
 TH0019
 TH0019                         *CURRENT SURVEY CONTROL
 TH0019  ___________________________________________________________________
 TH0019* NAD 83(1986)-  48 52 41.     (N)    104 20 26.     (W)     SCALED    
 TH0019* NAVD 88     -       734.319  (meters)    2409.18   (feet)  ADJUSTED  
 TH0019  ___________________________________________________________________
 TH0019  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 TH0019  DYNAMIC HT  -         734.439 (meters)    2409.57  (feet)  COMP
 TH0019  MODELED GRAV-     980,748.7   (mgal)                       NAVD 88
 TH0019
 TH0019  VERT ORDER  -  SECOND    CLASS 0
 TH0019
 TH0019.The horizontal coordinates were scaled from a topographic map and have
 TH0019.an estimated accuracy of +/- 6 seconds.
 TH0019
 TH0019.The orthometric height was determined by differential leveling
 TH0019.and adjusted by the National Geodetic Survey in June 1991..
 TH0019
 TH0019.The geoid height was determined by GEOID03.
 TH0019
 TH0019.The dynamic height is computed by dividing the NAVD 88
 TH0019.geopotential number by the normal gravity value computed on the
 TH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0019.degrees latitude (g = 980.6199 gals.).
 TH0019
 TH0019.The modeled gravity was interpolated from observed gravity values.
 TH0019
 TH0019;                    North         East    Units  Estimated Accuracy
 TH0019;SPC MT       -   526,770.      978,150.      MT  (+/- 180 meters Scaled)
 TH0019
 TH0019                          SUPERSEDED SURVEY CONTROL
 TH0019
 TH0019  NGVD 29 (??/??/92)  733.750  (m)         2407.31   (f) ADJ UNCH    2 0
 TH0019
 TH0019.Superseded values are not recommended for survey control.
 TH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0019.See file dsdata.txt to determine how the superseded data were derived.
 TH0019
 TH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ483141(NAD 83)
 TH0019_MARKER: DB = BENCH MARK DISK
 TH0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0019_STAMPING: H-203 -- 1934
 TH0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0019+STABILITY: SURFACE MOTION
 TH0019
 TH0019  HISTORY     - Date     Condition        Report By
 TH0019  HISTORY     - 1934     MONUMENTED       CGS
 TH0019
 TH0019                          STATION DESCRIPTION
 TH0019
 TH0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0019'2.3 MI E FROM DOOLEY.
 TH0019'2.3 MILES EAST OF THE MINNEAPOLIS ST. PAUL SAULT STE. MARIE RAILWAY
 TH0019'DEPOT AT DOOLEY.  6 TELEGRAPH POLES NORTHEAST OF MILE POST 636.  80
 TH0019'FEET SOUTHWEST OF CENTERLINE OF RAILWAY CROSSING.  60 FEET WEST OF
 TH0019'CENTERLINE OF ROAD CROSSING TRACK.  39.1 FEET SOUTH OF SOUTH RAIL OF
 TH0019'TRACK.  6.2 FEET NORTH OF RAILWAY FENCE.  A STANDARD TABLET SET IN TOP
 TH0019'OF CONCRETE POST 6 INCHES HIGH.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 TH0019'SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0227 ***********************************************************************
 RT0227  DESIGNATION -  H 204
 RT0227  PID         -  RT0227
 RT0227  STATE/COUNTY-  MT/CUSTER
 RT0227  USGS QUAD   -  RED KNOB (1969)
 RT0227
 RT0227                         *CURRENT SURVEY CONTROL
 RT0227  ___________________________________________________________________
 RT0227* NAD 83(1986)-  46 20 30.     (N)    105 13 36.     (W)     SCALED    
 RT0227* NAVD 88     -       820.930  (meters)    2693.33   (feet)  ADJUSTED  
 RT0227  ___________________________________________________________________
 RT0227  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RT0227  DYNAMIC HT  -         820.850 (meters)    2693.07  (feet)  COMP
 RT0227  MODELED GRAV-     980,488.8   (mgal)                       NAVD 88
 RT0227
 RT0227  VERT ORDER  -  SECOND    CLASS 0
 RT0227
 RT0227.The horizontal coordinates were scaled from a topographic map and have
 RT0227.an estimated accuracy of +/- 6 seconds.
 RT0227
 RT0227.The orthometric height was determined by differential leveling
 RT0227.and adjusted by the National Geodetic Survey in June 1991..
 RT0227
 RT0227.The geoid height was determined by GEOID03.
 RT0227
 RT0227.The dynamic height is computed by dividing the NAVD 88
 RT0227.geopotential number by the normal gravity value computed on the
 RT0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0227.degrees latitude (g = 980.6199 gals.).
 RT0227
 RT0227.The modeled gravity was interpolated from observed gravity values.
 RT0227
 RT0227;                    North         East    Units  Estimated Accuracy
 RT0227;SPC MT       -   241,400.      928,640.      MT  (+/- 180 meters Scaled)
 RT0227
 RT0227                          SUPERSEDED SURVEY CONTROL
 RT0227
 RT0227  NGVD 29 (??/??/92)  820.367  (m)         2691.49   (f) ADJ UNCH    2 0
 RT0227
 RT0227.Superseded values are not recommended for survey control.
 RT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0227.See file dsdata.txt to determine how the superseded data were derived.
 RT0227
 RT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM825320(NAD 83)
 RT0227_MARKER: DB = BENCH MARK DISK
 RT0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0227_STAMPING: H 204 1934
 RT0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0227+STABILITY: SURFACE MOTION
 RT0227
 RT0227  HISTORY     - Date     Condition        Report By
 RT0227  HISTORY     - 1934     MONUMENTED       CGS
 RT0227  HISTORY     - 1941     GOOD             NGS
 RT0227  HISTORY     - 1969     GOOD             USGS
 RT0227
 RT0227                          STATION DESCRIPTION
 RT0227
 RT0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RT0227'7 MI SW FROM KNOWLTON.
 RT0227'7 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO MIZPAH FROM THE
 RT0227'SCHOOLHOUSE AT KNOWLTON, CUSTER COUNTY, 166 YARDS SOUTHWEST OF THE
 RT0227'CENTER OF A WOOD AND STEEL BRIDGE WITH CONCRETE ABUTMENTS OVER A DRY
 RT0227'CREEK BED, ON THE TOP OF A SMALL KNOLL, 57 FEET NORTH OF THE
 RT0227'CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF A FENCE PARALLELING THE
 RT0227'ROAD.  A STANDARD DISK, STAMPED H 204 1934 AND SET IN THE TOP OF A
 RT0227'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 RT0227
 RT0227                          STATION RECOVERY (1969)
 RT0227
 RT0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0098 ***********************************************************************
 QU0098  DESIGNATION -  H 205
 QU0098  PID         -  QU0098
 QU0098  STATE/COUNTY-  MT/CUSTER
 QU0098  USGS QUAD   -  POWDERVILLE (1979)
 QU0098
 QU0098                         *CURRENT SURVEY CONTROL
 QU0098  ___________________________________________________________________
 QU0098* NAD 83(1986)-  45 49 48.     (N)    105 03 06.     (W)     SCALED    
 QU0098* NAVD 88     -       850.801  (meters)    2791.34   (feet)  ADJUSTED  
 QU0098  ___________________________________________________________________
 QU0098  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 QU0098  DYNAMIC HT  -         850.662 (meters)    2790.88  (feet)  COMP
 QU0098  MODELED GRAV-     980,423.5   (mgal)                       NAVD 88
 QU0098
 QU0098  VERT ORDER  -  SECOND    CLASS 0
 QU0098
 QU0098.The horizontal coordinates were scaled from a topographic map and have
 QU0098.an estimated accuracy of +/- 6 seconds.
 QU0098
 QU0098.The orthometric height was determined by differential leveling
 QU0098.and adjusted by the National Geodetic Survey in June 1991..
 QU0098
 QU0098.The geoid height was determined by GEOID03.
 QU0098
 QU0098.The dynamic height is computed by dividing the NAVD 88
 QU0098.geopotential number by the normal gravity value computed on the
 QU0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0098.degrees latitude (g = 980.6199 gals.).
 QU0098
 QU0098.The modeled gravity was interpolated from observed gravity values.
 QU0098
 QU0098;                    North         East    Units  Estimated Accuracy
 QU0098;SPC MT       -   185,400.      945,310.      MT  (+/- 180 meters Scaled)
 QU0098
 QU0098                          SUPERSEDED SURVEY CONTROL
 QU0098
 QU0098  NGVD 29 (??/??/92)  850.219  (m)         2789.43   (f) ADJ UNCH    2 0
 QU0098
 QU0098.Superseded values are not recommended for survey control.
 QU0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0098.See file dsdata.txt to determine how the superseded data were derived.
 QU0098
 QU0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL959751(NAD 83)
 QU0098_MARKER: DB = BENCH MARK DISK
 QU0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0098_STAMPING: H-205 1934
 QU0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0098+STABILITY: SURFACE MOTION
 QU0098
 QU0098  HISTORY     - Date     Condition        Report By
 QU0098  HISTORY     - 1934     MONUMENTED       CGS
 QU0098  HISTORY     - 1973     GOOD             USGS
 QU0098
 QU0098                          STATION DESCRIPTION
 QU0098
 QU0098'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0098'5.4 MI N FROM POWDERVILLE.
 QU0098'5.4 MILES NORTH POWDER RIVER BRIDGE AT POWDERVILLE, POWDER
 QU0098'RIVER COUNTY, 1.0 MILE WEST OF, THENCE 5.5 MILES NORTH ALONG
 QU0098'COUNTY ROAD TO MIZPAH.  BENCH MARK IS LOCATED 318 FEET SOUTHWEST
 QU0098'AND 41 FEET NORTH WEST OF A GATE IN THE FENCE ON THE WEST SIDE OF
 QU0098'THE ROAD AT A SLIGHT BEND IN THE ROAD, AT A DRAIN CROSSING.  A
 QU0098'STANDARD DISK, STAMPED H-205 1934 AND SET IN TOP OF A CONCRETE
 QU0098'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0082 ***********************************************************************
 QU0082  DESIGNATION -  H 206
 QU0082  PID         -  QU0082
 QU0082  STATE/COUNTY-  MT/CARTER
 QU0082  USGS QUAD   -  BEAVER FLATS NORTH (1979)
 QU0082
 QU0082                         *CURRENT SURVEY CONTROL
 QU0082  ___________________________________________________________________
 QU0082* NAD 83(1986)-  45 58 14.     (N)    104 39 04.     (W)     SCALED    
 QU0082* NAVD 88     -       988.381  (meters)    3242.71   (feet)  ADJUSTED  
 QU0082  ___________________________________________________________________
 QU0082  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 QU0082  DYNAMIC HT  -         988.216 (meters)    3242.17  (feet)  COMP
 QU0082  MODELED GRAV-     980,414.2   (mgal)                       NAVD 88
 QU0082
 QU0082  VERT ORDER  -  SECOND    CLASS 0
 QU0082
 QU0082.The horizontal coordinates were scaled from a topographic map and have
 QU0082.an estimated accuracy of +/- 6 seconds.
 QU0082
 QU0082.The orthometric height was determined by differential leveling
 QU0082.and adjusted by the National Geodetic Survey in June 1991..
 QU0082
 QU0082.The geoid height was determined by GEOID03.
 QU0082
 QU0082.The dynamic height is computed by dividing the NAVD 88
 QU0082.geopotential number by the normal gravity value computed on the
 QU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0082.degrees latitude (g = 980.6199 gals.).
 QU0082
 QU0082.The modeled gravity was interpolated from observed gravity values.
 QU0082
 QU0082;                    North         East    Units  Estimated Accuracy
 QU0082;SPC MT       -   202,830.      975,400.      MT  (+/- 180 meters Scaled)
 QU0082
 QU0082                          SUPERSEDED SURVEY CONTROL
 QU0082
 QU0082  NGVD 29 (??/??/92)  987.785  (m)         3240.76   (f) ADJ UNCH    2 0
 QU0082
 QU0082.Superseded values are not recommended for survey control.
 QU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0082.See file dsdata.txt to determine how the superseded data were derived.
 QU0082
 QU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL270908(NAD 83)
 QU0082_MARKER: DB = BENCH MARK DISK
 QU0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0082_STAMPING: H 206 1934
 QU0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0082+STABILITY: SURFACE MOTION
 QU0082
 QU0082  HISTORY     - Date     Condition        Report By
 QU0082  HISTORY     - 1934     MONUMENTED       CGS
 QU0082  HISTORY     - 1973     MARK NOT FOUND   NGS
 QU0082
 QU0082                          STATION DESCRIPTION
 QU0082
 QU0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0082'9.1 MI NW FROM EKALAKA.
 QU0082'ABOUT 9.1 MILES NORTHWEST ALONG THE ROAD LEADING TO MILES CITY
 QU0082'FROM THE COUNTY COURTHOUSE AT EKALAKA, CARTER COUNTY, 36 FEET
 QU0082'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 21.5 FEET SOUTH OF
 QU0082'A FENCE CORNER, AND 1.5 FEET NORTHEAST OF THE FENCE PARALLELING
 QU0082'THE ROAD.  A STANDARD DISK, STAMPED H 206 1934 AND SET IN THE
 QU0082'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 QU0082
 QU0082                          STATION RECOVERY (1973)
 QU0082
 QU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QU0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0028 ***********************************************************************
 RT0028  DESIGNATION -  H 208
 RT0028  PID         -  RT0028
 RT0028  STATE/COUNTY-  MT/WIBAUX
 RT0028  USGS QUAD   -  CARLYLE NW (1981)
 RT0028
 RT0028                         *CURRENT SURVEY CONTROL
 RT0028  ___________________________________________________________________
 RT0028* NAD 83(1986)-  46 39 21.     (N)    104 12 46.     (W)     SCALED    
 RT0028* NAVD 88     -       904.276  (meters)    2966.78   (feet)  ADJUSTED  
 RT0028  ___________________________________________________________________
 RT0028  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 RT0028  DYNAMIC HT  -         904.218 (meters)    2966.59  (feet)  COMP
 RT0028  MODELED GRAV-     980,518.7   (mgal)                       NAVD 88
 RT0028
 RT0028  VERT ORDER  -  SECOND    CLASS 0
 RT0028
 RT0028.The horizontal coordinates were scaled from a topographic map and have
 RT0028.an estimated accuracy of +/- 6 seconds.
 RT0028
 RT0028.The orthometric height was determined by differential leveling
 RT0028.and adjusted by the National Geodetic Survey in June 1991..
 RT0028
 RT0028.The geoid height was determined by GEOID03.
 RT0028
 RT0028.The dynamic height is computed by dividing the NAVD 88
 RT0028.geopotential number by the normal gravity value computed on the
 RT0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0028.degrees latitude (g = 980.6199 gals.).
 RT0028
 RT0028.The modeled gravity was interpolated from observed gravity values.
 RT0028
 RT0028;                    North         East    Units  Estimated Accuracy
 RT0028;SPC MT       -   280,990.    1,004,160.      MT  (+/- 180 meters Scaled)
 RT0028
 RT0028                          SUPERSEDED SURVEY CONTROL
 RT0028
 RT0028  NGVD 29 (??/??/92)  903.660  (m)         2964.76   (f) ADJ UNCH    2 0
 RT0028
 RT0028.Superseded values are not recommended for survey control.
 RT0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0028.See file dsdata.txt to determine how the superseded data were derived.
 RT0028
 RT0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM602672(NAD 83)
 RT0028_MARKER: DB = BENCH MARK DISK
 RT0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0028_STAMPING: H 208 1934
 RT0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0028+STABILITY: SURFACE MOTION
 RT0028
 RT0028  HISTORY     - Date     Condition        Report By
 RT0028  HISTORY     - 1934     MONUMENTED       CGS
 RT0028  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0028
 RT0028                          STATION DESCRIPTION
 RT0028
 RT0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0028'26 MI S FROM WIBAUX.
 RT0028'26 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE NORTHERN PACIFIC RAILWAY
 RT0028'STATION AT WIBAUX, WIBAUX COUNTY, AT THE JUNCTION WITH THE COUNTY ROAD
 RT0028'LEADING EAST TO CARLYLE, 74 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 RT0028'THE STEEL TRUSS BRIDGE OVER BEAVER CREEK ON THE COUNTY ROAD LEADING TO
 RT0028'CARLYLE, 94 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 35 FEET
 RT0028'EAST OF THE CENTERLINE OF THE HIGHWAY, 51 FEET SOUTH OF A FENCE
 RT0028'CORNER, AND 1.2 FEET WEST OF A FENCE ALONG THE HIGHWAY. A STANDARD
 RT0028'DISK, STAMPED H 208 1934 AND SET IN THE TOP OF A CONCRETE POST
 RT0028'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 RT0028
 RT0028                          STATION RECOVERY (1976)
 RT0028
 RT0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0084 ***********************************************************************
 RT0084  DESIGNATION -  H 209
 RT0084  PID         -  RT0084
 RT0084  STATE/COUNTY-  MT/FALLON
 RT0084  USGS QUAD   -  MEDICINE ROCKS STATE (1981)
 RT0084
 RT0084                         *CURRENT SURVEY CONTROL
 RT0084  ___________________________________________________________________
 RT0084* NAD 83(1986)-  46 06 47.     (N)    104 22 46.     (W)     SCALED    
 RT0084* NAVD 88     -       989.112  (meters)    3245.11   (feet)  ADJUSTED  
 RT0084  ___________________________________________________________________
 RT0084  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RT0084  DYNAMIC HT  -         988.959 (meters)    3244.61  (feet)  COMP
 RT0084  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 RT0084
 RT0084  VERT ORDER  -  SECOND    CLASS 0
 RT0084
 RT0084.The horizontal coordinates were scaled from a topographic map and have
 RT0084.an estimated accuracy of +/- 6 seconds.
 RT0084
 RT0084.The orthometric height was determined by differential leveling
 RT0084.and adjusted by the National Geodetic Survey in June 1991..
 RT0084
 RT0084.The geoid height was determined by GEOID03.
 RT0084
 RT0084.The dynamic height is computed by dividing the NAVD 88
 RT0084.geopotential number by the normal gravity value computed on the
 RT0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0084.degrees latitude (g = 980.6199 gals.).
 RT0084
 RT0084.The modeled gravity was interpolated from observed gravity values.
 RT0084
 RT0084;                    North         East    Units  Estimated Accuracy
 RT0084;SPC MT       -   219,970.      995,370.      MT  (+/- 180 meters Scaled)
 RT0084
 RT0084                          SUPERSEDED SURVEY CONTROL
 RT0084
 RT0084  NGVD 29 (??/??/92)  988.503  (m)         3243.11   (f) ADJ UNCH    2 0
 RT0084
 RT0084.Superseded values are not recommended for survey control.
 RT0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0084.See file dsdata.txt to determine how the superseded data were derived.
 RT0084
 RT0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM479067(NAD 83)
 RT0084_MARKER: DB = BENCH MARK DISK
 RT0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0084_STAMPING: H 209 1934
 RT0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0084+STABILITY: SURFACE MOTION
 RT0084
 RT0084  HISTORY     - Date     Condition        Report By
 RT0084  HISTORY     - 1934     MONUMENTED       CGS
 RT0084  HISTORY     - 1976     GOOD             USGS
 RT0084
 RT0084                          STATION DESCRIPTION
 RT0084
 RT0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0084'18.6 MI NE FROM EKALAKA.
 RT0084'IN FALLON COUNTY, 18.6 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 RT0084'COUNTY COURTHOUSE AT EKALAKA, CARTER COUNTY, 0.5 MILE SOUTH OF THE
 RT0084'BRIDGE OVER DUCK CREEK AND A RANCH HOUSE WEST OF THE ROAD, 81 FEET
 RT0084'NORTH OF THE PROJECTION OF AN EAST-AND-WEST FENCE, 55 FEET NORTH OF
 RT0084'THE CENTERLINE OF A FARM GATE IN A FENCE, 29 FEET EAST OF THE
 RT0084'CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF A FENCE PARALLELING THE
 RT0084'HIGHWAY.  A STANDARD DISK, STAMPED H 209 1934 AND SET IN THE TOP OF A
 RT0084'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.  NOTE-- BENCH
 RT0084'MARK IS ON OLD HIGHWAY NO. 7.
 RT0084
 RT0084                          STATION RECOVERY (1976)
 RT0084
 RT0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0084'4.7 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE CARTER COUNTY
 RT0084'COURTHOUSE AT EKALAKA, THEN TAKE GRAVEL ROAD EAST FOR 0.1 MILE THEN
 RT0084'BEAR LEFT AND NORTH ALONG GRAVEL ROAD (THE OLD HIGHWAY) FOR 6.85
 RT0084'MILES TO A CROSSING OVER LITTLE BEAVER CREEK AND CONTINUE ANOTHER
 RT0084'5.95 MILES. BM IS 29 FEET EAST OF THE CENTERLINE OF THE ROAD, 55 FEET
 RT0084'NORTH OF THE CENTER OF A FARM GATE IN R.O.W. FENCE. A STANDARD DISK
 RT0084'SET IN A CONCRETE POST, 0.1 FOOT ABOVE THE GROUND AND 1 FOOT EAST OF
 RT0084'R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0352 ***********************************************************************
 TJ0352  DESIGNATION -  H 21
 TJ0352  PID         -  TJ0352
 TJ0352  STATE/COUNTY-  MT/PHILLIPS
 TJ0352  USGS QUAD   -  BOWDOIN (1984)
 TJ0352
 TJ0352                         *CURRENT SURVEY CONTROL
 TJ0352  ___________________________________________________________________
 TJ0352* NAD 83(1986)-  48 25 58.     (N)    107 30 47.     (W)     SCALED    
 TJ0352* NAVD 88     -       675.294  (meters)    2215.53   (feet)  POSTED    
 TJ0352  ___________________________________________________________________
 TJ0352  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TJ0352  DYNAMIC HT  -         675.390 (meters)    2215.84  (feet)  COMP
 TJ0352  MODELED GRAV-     980,728.8   (mgal)                       NAVD 88
 TJ0352
 TJ0352  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0352
 TJ0352.The horizontal coordinates were scaled from a topographic map and have
 TJ0352.an estimated accuracy of +/- 6 seconds.
 TJ0352
 TJ0352.The orthometric height was determined by differential leveling
 TJ0352.and adjusted by the National Geodetic Survey in 1992..
 TJ0352.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0352.rate of 0.0 thru 1.0 mm/km.
 TJ0352
 TJ0352.The geoid height was determined by GEOID03.
 TJ0352
 TJ0352.The dynamic height is computed by dividing the NAVD 88
 TJ0352.geopotential number by the normal gravity value computed on the
 TJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0352.degrees latitude (g = 980.6199 gals.).
 TJ0352
 TJ0352.The modeled gravity was interpolated from observed gravity values.
 TJ0352
 TJ0352;                    North         East    Units  Estimated Accuracy
 TJ0352;SPC MT       -   466,660.      746,970.      MT  (+/- 180 meters Scaled)
 TJ0352
 TJ0352                          SUPERSEDED SURVEY CONTROL
 TJ0352
 TJ0352  NGVD 29 (??/??/92)  674.572  (m)         2213.16   (f) ADJ UNCH    1 2
 TJ0352
 TJ0352.Superseded values are not recommended for survey control.
 TJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0352.See file dsdata.txt to determine how the superseded data were derived.
 TJ0352
 TJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP141674(NAD 83)
 TJ0352_MARKER: DB = BENCH MARK DISK
 TJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0352+STABILITY: SURFACE MOTION
 TJ0352
 TJ0352  HISTORY     - Date     Condition        Report By
 TJ0352  HISTORY     - UNK      MONUMENTED       CGS
 TJ0352  HISTORY     - 1934     MARK NOT FOUND   NGS
 TJ0352  HISTORY     - 1978     MARK NOT FOUND   USGS
 TJ0352  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0352
 TJ0352                          STATION DESCRIPTION
 TJ0352
 TJ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0352'0.25 MI E FROM WOOLRIDGE.
 TJ0352'1/4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM WOOLRIDGE,
 TJ0352'PHILLIPS COUNTY, 400 FEET SOUTHEAST OF AN OLD LOG CABIN, OPPOSITE AT
 TJ0352'HANDCAR SET-OFF, AND 50 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 TJ0352'SET IN THE TOP OF A CONCRETE POST.
 TJ0352
 TJ0352                          STATION RECOVERY (1978)
 TJ0352
 TJ0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TJ0352'MARK NOT FOUND.
 TJ0352
 TJ0352                          STATION RECOVERY (1980)
 TJ0352
 TJ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0134 ***********************************************************************
 RY0134  DESIGNATION -  H 211
 RY0134  PID         -  RY0134
 RY0134  STATE/COUNTY-  MT/RAVALLI
 RY0134  USGS QUAD   -  TENMILE LAKE (1964)
 RY0134
 RY0134                         *CURRENT SURVEY CONTROL
 RY0134  ___________________________________________________________________
 RY0134* NAD 83(1986)-  46 08 19.     (N)    114 29 51.     (W)     SCALED    
 RY0134* NAVD 88     -      1898.064  (meters)    6227.23   (feet)  ADJUSTED  
 RY0134  ___________________________________________________________________
 RY0134  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 RY0134  DYNAMIC HT  -        1897.298 (meters)    6224.72  (feet)  COMP
 RY0134  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 RY0134
 RY0134  VERT ORDER  -  SECOND    CLASS 0
 RY0134
 RY0134.The horizontal coordinates were scaled from a topographic map and have
 RY0134.an estimated accuracy of +/- 6 seconds.
 RY0134
 RY0134.The orthometric height was determined by differential leveling
 RY0134.and adjusted by the National Geodetic Survey in June 1991..
 RY0134
 RY0134.The geoid height was determined by GEOID03.
 RY0134
 RY0134.The dynamic height is computed by dividing the NAVD 88
 RY0134.geopotential number by the normal gravity value computed on the
 RY0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0134.degrees latitude (g = 980.6199 gals.).
 RY0134
 RY0134.The modeled gravity was interpolated from observed gravity values.
 RY0134
 RY0134;                    North         East    Units  Estimated Accuracy
 RY0134;SPC MT       -   222,190.      214,300.      MT  (+/- 180 meters Scaled)
 RY0134
 RY0134                          SUPERSEDED SURVEY CONTROL
 RY0134
 RY0134  NGVD 29 (??/??/92) 1896.815  (m)         6223.13   (f) ADJ UNCH    2 0
 RY0134
 RY0134.Superseded values are not recommended for survey control.
 RY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0134.See file dsdata.txt to determine how the superseded data were derived.
 RY0134
 RY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM932124(NAD 83)
 RY0134_MARKER: DB = BENCH MARK DISK
 RY0134_SETTING: 80 = SET IN A BOULDER
 RY0134_STAMPING: H 211 1965
 RY0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0134+STABILITY: SURFACE MOTION
 RY0134
 RY0134  HISTORY     - Date     Condition        Report By
 RY0134  HISTORY     - 1965     MONUMENTED       CGS
 RY0134
 RY0134                          STATION DESCRIPTION
 RY0134
 RY0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0134'26.0 MI NW FROM DARBY.
 RY0134'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0134'THENCE 19.0 MILES WEST ALONG HORSE ROAD, 0.6 MILE NORTH OF LOST HORSE
 RY0134'GUARD STATION, IN THE TOP OF A HUGH BOULDER PROJECTING ABOUT 12 FEET
 RY0134'ABOVE THE GROUND, 21 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 7
 RY0134'FEET NORTHEAST OF AN 8-INCH PINE TREE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0289 ***********************************************************************
 QW0289  DESIGNATION -  H 215
 QW0289  PID         -  QW0289
 QW0289  STATE/COUNTY-  MT/CARBON
 QW0289  USGS QUAD   -  BELFRY (1969)
 QW0289
 QW0289                         *CURRENT SURVEY CONTROL
 QW0289  ___________________________________________________________________
 QW0289* NAD 83(1986)-  45 09 53.     (N)    109 06 45.     (W)     SCALED    
 QW0289* NAVD 88     -      1312.025  (meters)    4304.54   (feet)  ADJUSTED  
 QW0289  ___________________________________________________________________
 QW0289  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 QW0289  DYNAMIC HT  -        1311.531 (meters)    4302.91  (feet)  COMP
 QW0289  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 QW0289
 QW0289  VERT ORDER  -  SECOND    CLASS 0
 QW0289
 QW0289.The horizontal coordinates were scaled from a topographic map and have
 QW0289.an estimated accuracy of +/- 6 seconds.
 QW0289
 QW0289.The orthometric height was determined by differential leveling
 QW0289.and adjusted by the National Geodetic Survey in June 1991..
 QW0289
 QW0289.The geoid height was determined by GEOID03.
 QW0289
 QW0289.The dynamic height is computed by dividing the NAVD 88
 QW0289.geopotential number by the normal gravity value computed on the
 QW0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0289.degrees latitude (g = 980.6199 gals.).
 QW0289
 QW0289.The modeled gravity was interpolated from observed gravity values.
 QW0289
 QW0289;                    North         East    Units  Estimated Accuracy
 QW0289;SPC MT       -   101,750.      630,460.      MT  (+/- 180 meters Scaled)
 QW0289
 QW0289                          SUPERSEDED SURVEY CONTROL
 QW0289
 QW0289  NGVD 29 (??/??/92) 1311.022  (m)         4301.24   (f) ADJ UNCH    2 0
 QW0289
 QW0289.Superseded values are not recommended for survey control.
 QW0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0289.See file dsdata.txt to determine how the superseded data were derived.
 QW0289
 QW0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR483029(NAD 83)
 QW0289_MARKER: DB = BENCH MARK DISK
 QW0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0289_STAMPING: H 215 1934
 QW0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0289+STABILITY: SURFACE MOTION
 QW0289
 QW0289  HISTORY     - Date     Condition        Report By
 QW0289  HISTORY     - 1934     MONUMENTED       CGS
 QW0289
 QW0289                          STATION DESCRIPTION
 QW0289
 QW0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0289'9.2 MI SE FROM RED LODGE.
 QW0289'9.2 MILES SOUTHEAST ALONG THE ROAD LEADING TO CODY, WYOMING, FROM THE
 QW0289'POST OFFICE AT RED LODGE, CARBON COUNTY, 350 FEET NORTH OF THE
 QW0289'JUNCTION OF A ROAD LEADING TO A RANCH HOUSE, AT A CURVE, 68.7 FEET
 QW0289'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROAD LEADING FROM
 QW0289'RED LODGE TO BELFRY, 34.4 FEET NORTHEAST OF THE CENTERLINE OF THE
 QW0289'CODY-RED LODGE ROAD, 32.9 FEET SOUTHEAST OF THE CENTERLINE OF THE RED
 QW0289'LODGE-BELFRY ROAD, AND 3.2 FEET EAST OF A FENCE CORNER.  A STANDARD
 QW0289'DISK, STAMPED H 215 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0313 ***********************************************************************
 QW0313  DESIGNATION -  H 216
 QW0313  PID         -  QW0313
 QW0313  STATE/COUNTY-  MT/STILLWATER
 QW0313  USGS QUAD   -  ROSCOE NW (1956)
 QW0313
 QW0313                         *CURRENT SURVEY CONTROL
 QW0313  ___________________________________________________________________
 QW0313* NAD 83(1986)-  45 29 30.     (N)    109 27 08.     (W)     SCALED    
 QW0313* NAVD 88     -      1268.131  (meters)    4160.53   (feet)  POSTED    
 QW0313  ___________________________________________________________________
 QW0313  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 QW0313  DYNAMIC HT  -        1267.750 (meters)    4159.28  (feet)  COMP
 QW0313  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 QW0313
 QW0313  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0313
 QW0313.The horizontal coordinates were scaled from a topographic map and have
 QW0313.an estimated accuracy of +/- 6 seconds.
 QW0313
 QW0313.The orthometric height was determined by differential leveling
 QW0313.and adjusted by the National Geodetic Survey in 1992..
 QW0313.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0313.rate of 1.1 thru 2.0 mm/km.
 QW0313
 QW0313.The geoid height was determined by GEOID03.
 QW0313
 QW0313.The dynamic height is computed by dividing the NAVD 88
 QW0313.geopotential number by the normal gravity value computed on the
 QW0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0313.degrees latitude (g = 980.6199 gals.).
 QW0313
 QW0313.The modeled gravity was interpolated from observed gravity values.
 QW0313
 QW0313;                    North         East    Units  Estimated Accuracy
 QW0313;SPC MT       -   138,000.      603,730.      MT  (+/- 180 meters Scaled)
 QW0313
 QW0313                          SUPERSEDED SURVEY CONTROL
 QW0313
 QW0313  NGVD 29 (??/??/92) 1267.249  (m)         4157.63   (f) ADJ UNCH    2 0
 QW0313
 QW0313.Superseded values are not recommended for survey control.
 QW0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0313.See file dsdata.txt to determine how the superseded data were derived.
 QW0313
 QW0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR209387(NAD 83)
 QW0313_MARKER: DB = BENCH MARK DISK
 QW0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0313_STAMPING: H 216 1934
 QW0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0313+STABILITY: SURFACE MOTION
 QW0313
 QW0313  HISTORY     - Date     Condition        Report By
 QW0313  HISTORY     - 1934     MONUMENTED       CGS
 QW0313  HISTORY     - 1952     MARK NOT FOUND   NGS
 QW0313
 QW0313                          STATION DESCRIPTION
 QW0313
 QW0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 QW0313'16.2 MI SW FROM COLUMBUS.
 QW0313'16.2 MILES SOUTHWEST ALONG THE ROAD LEADING TO RED LODGE FROM
 QW0313'COLUMBUS, STILLWATER COUNTY, 2.6 MILES SOUTHEAST OF ABSAROKEE, 150
 QW0313'FEET WEST OF A CLIFF, 45.3 FEET NORTHEAST OF THE CENTERLINE OF THE
 QW0313'ROAD, 27.5 FEET SOUTHEAST OF THE NEAR EDGE OF AN IRRIGATION DITCH, AND
 QW0313'18.6 FEET NORTHEAST OF A NORTHWEST-AND-SOUTHEAST FENCE.  A STANDARD
 QW0313'DISK, STAMPED H 216 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 QW0313'IT IS BELIEVED TO HAVE BEEN DESTROYED DURING THE RELOCATION OF THE
 QW0313'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0154 ***********************************************************************
 RU0154  DESIGNATION -  H 217
 RU0154  PID         -  RU0154
 RU0154  STATE/COUNTY-  MT/ROSEBUD
 RU0154  USGS QUAD   -  GRIFFIN COULEE NE (1984)
 RU0154
 RU0154                         *CURRENT SURVEY CONTROL
 RU0154  ___________________________________________________________________
 RU0154* NAD 83(1986)-  46 08 55.     (N)    106 47 30.     (W)     SCALED    
 RU0154* NAVD 88     -       833.938  (meters)    2736.01   (feet)  ADJUSTED  
 RU0154  ___________________________________________________________________
 RU0154  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 RU0154  DYNAMIC HT  -         833.835 (meters)    2735.67  (feet)  COMP
 RU0154  MODELED GRAV-     980,463.6   (mgal)                       NAVD 88
 RU0154
 RU0154  VERT ORDER  -  FIRST     CLASS II
 RU0154
 RU0154.The horizontal coordinates were scaled from a topographic map and have
 RU0154.an estimated accuracy of +/- 6 seconds.
 RU0154
 RU0154.The orthometric height was determined by differential leveling
 RU0154.and adjusted by the National Geodetic Survey in June 1991..
 RU0154
 RU0154.The geoid height was determined by GEOID03.
 RU0154
 RU0154.The dynamic height is computed by dividing the NAVD 88
 RU0154.geopotential number by the normal gravity value computed on the
 RU0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0154.degrees latitude (g = 980.6199 gals.).
 RU0154
 RU0154.The modeled gravity was interpolated from observed gravity values.
 RU0154
 RU0154;                    North         East    Units  Estimated Accuracy
 RU0154;SPC MT       -   214,600.      809,090.      MT  (+/- 180 meters Scaled)
 RU0154
 RU0154                          SUPERSEDED SURVEY CONTROL
 RU0154
 RU0154  NGVD 29 (??/??/92)  833.288  (m)         2733.88   (f) ADJ UNCH    1 2
 RU0154
 RU0154.Superseded values are not recommended for survey control.
 RU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0154.See file dsdata.txt to determine how the superseded data were derived.
 RU0154
 RU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM616121(NAD 83)
 RU0154_MARKER: DB = BENCH MARK DISK
 RU0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0154_STAMPING: H 217 1934
 RU0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0154+STABILITY: SURFACE MOTION
 RU0154
 RU0154  HISTORY     - Date     Condition        Report By
 RU0154  HISTORY     - 1934     MONUMENTED       CGS
 RU0154  HISTORY     - 1960     GOOD             NGS
 RU0154
 RU0154                          STATION DESCRIPTION
 RU0154
 RU0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0154'14.3 MI SW FROM FORSYTH.
 RU0154'ABOUT 5.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0154'STATION AT FORSYTH TO THE JUNCTION AT NICHOLS, THENCE 8.4 MILES SOUTH
 RU0154'ALONG A SPUR LINE OF THE NORTHERN PACIFIC RAILROAD, IN SECTION 36, R
 RU0154'39 E, T 5 N, 71 FEET NORTHEAST OF THE NORTHEAST RAIL, 145 FEET EAST OF
 RU0154'THE CENTER OF A PAVED ROAD CROSSING, 46 FEET SOUTHEAST OF THE CENTER
 RU0154'LINE OF THE PAVED ROAD, 25 FEET SOUTH OF A FENCE CORNER, 14 FEET
 RU0154'SOUTHEAST OF A FENCE, 28 FEET SOUTHWEST OF A FENCE, 1.0 FOOT SOUTHWEST
 RU0154'OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE TRACK, AND IN THE TOP
 RU0154'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0129 ***********************************************************************
 QV0129  DESIGNATION -  H 219
 QV0129  PID         -  QV0129
 QV0129  STATE/COUNTY-  MT/ROSEBUD
 QV0129  USGS QUAD   -  JIMTOWN (1978)
 QV0129
 QV0129                         *CURRENT SURVEY CONTROL
 QV0129  ___________________________________________________________________
 QV0129* NAD 83(1986)-  45 41 29.     (N)    106 40 55.     (W)     SCALED    
 QV0129* NAVD 88     -       969.975  (meters)    3182.33   (feet)  ADJUSTED  
 QV0129  ___________________________________________________________________
 QV0129  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 QV0129  DYNAMIC HT  -         969.771 (meters)    3181.66  (feet)  COMP
 QV0129  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 QV0129
 QV0129  VERT ORDER  -  SECOND    CLASS 0
 QV0129
 QV0129.The horizontal coordinates were scaled from a topographic map and have
 QV0129.an estimated accuracy of +/- 6 seconds.
 QV0129
 QV0129.The orthometric height was determined by differential leveling
 QV0129.and adjusted by the National Geodetic Survey in June 1991..
 QV0129
 QV0129.The geoid height was determined by GEOID03.
 QV0129
 QV0129.The dynamic height is computed by dividing the NAVD 88
 QV0129.geopotential number by the normal gravity value computed on the
 QV0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0129.degrees latitude (g = 980.6199 gals.).
 QV0129
 QV0129.The modeled gravity was interpolated from observed gravity values.
 QV0129
 QV0129;                    North         East    Units  Estimated Accuracy
 QV0129;SPC MT       -   164,140.      819,380.      MT  (+/- 180 meters Scaled)
 QV0129
 QV0129                          SUPERSEDED SURVEY CONTROL
 QV0129
 QV0129  NGVD 29 (??/??/92)  969.27   (m)         3180.0    (f) COMPUTED    2 0
 QV0129
 QV0129.Superseded values are not recommended for survey control.
 QV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0129.See file dsdata.txt to determine how the superseded data were derived.
 QV0129
 QV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL690611(NAD 83)
 QV0129_MARKER: DB = BENCH MARK DISK
 QV0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0129_STAMPING: H-219-1934
 QV0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0129+STABILITY: SURFACE MOTION
 QV0129
 QV0129  HISTORY     - Date     Condition        Report By
 QV0129  HISTORY     - 1934     MONUMENTED       CGS
 QV0129
 QV0129                          STATION DESCRIPTION
 QV0129
 QV0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0129'5.4 MI N FROM LAME DEER.
 QV0129'5.4 MILES NORTH OF BY ROAD ALONG COUNTY ROAD, BETWEEN LAME DEER AND
 QV0129'COLSTRIP, MONTANA, 2.2 MILES NORTH OF HIGHWAY JUNCTION, 44.6 FEET WEST
 QV0129'OF CENTERLINE OF ROAD, 1.6 FEET EAST OF FENCE, LEVEL WITH SURFACE OF
 QV0129'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0130 ***********************************************************************
 QV0130  DESIGNATION -  H 219 RESET
 QV0130  PID         -  QV0130
 QV0130  STATE/COUNTY-  MT/ROSEBUD
 QV0130  USGS QUAD   -  JIMTOWN (1978)
 QV0130
 QV0130                         *CURRENT SURVEY CONTROL
 QV0130  ___________________________________________________________________
 QV0130* NAD 83(1986)-  45 41 29.     (N)    106 40 55.     (W)     SCALED    
 QV0130* NAVD 88     -       969.68   (meters)    3181.4    (feet)  RESET     
 QV0130  ___________________________________________________________________
 QV0130  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 QV0130
 QV0130  VERT ORDER  -  THIRD
 QV0130
 QV0130.The horizontal coordinates were scaled from a topographic map and have
 QV0130.an estimated accuracy of +/- 6 seconds.
 QV0130
 QV0130.The orthometric height was computed from unverified reset data.
 QV0130
 QV0130.The geoid height was determined by GEOID03.
 QV0130
 QV0130;                    North         East    Units  Estimated Accuracy
 QV0130;SPC MT       -   164,140.      819,380.      MT  (+/- 180 meters Scaled)
 QV0130
 QV0130                          SUPERSEDED SURVEY CONTROL
 QV0130
 QV0130.No superseded survey control is available for this station.
 QV0130
 QV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL690611(NAD 83)
 QV0130_MARKER: DB = BENCH MARK DISK
 QV0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0130_STAMPING: H 219 RESET 1956
 QV0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0130+STABILITY: SURFACE MOTION
 QV0130
 QV0130  HISTORY     - Date     Condition        Report By
 QV0130  HISTORY     - 1956     MONUMENTED       MTDH
 QV0130
 QV0130                          STATION DESCRIPTION
 QV0130
 QV0130'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1956
 QV0130'5.4 MI N FROM LAME DEER.
 QV0130'5.4 MILES NORTH FROM LAME DEER, ROSEBUD COUNTY, ALONG STATE HIGHWAY
 QV0130'45, 2.2 MILES NORTH OF A JUNCTION OF THE ROAD LEADING TO BUSBY, 0.3
 QV0130'MILES SOUTH OF A FARM DWELLING, 49 FEET WEST OF THE CENTERLINE OF THE
 QV0130'HIGHWAY, AND 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QV0130'DISK, STAMPED H 219 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0096 ***********************************************************************
 QV0096  DESIGNATION -  H 220
 QV0096  PID         -  QV0096
 QV0096  STATE/COUNTY-  MT/BIG HORN
 QV0096  USGS QUAD   -  PAINTED HILL (1978)
 QV0096
 QV0096                         *CURRENT SURVEY CONTROL
 QV0096  ___________________________________________________________________
 QV0096* NAD 83(1986)-  45 36 12.     (N)    106 49 13.     (W)     SCALED    
 QV0096* NAVD 88     -      1005.430  (meters)    3298.65   (feet)  ADJUSTED  
 QV0096  ___________________________________________________________________
 QV0096  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 QV0096  DYNAMIC HT  -        1005.209 (meters)    3297.92  (feet)  COMP
 QV0096  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 QV0096
 QV0096  VERT ORDER  -  SECOND    CLASS 0
 QV0096
 QV0096.The horizontal coordinates were scaled from a topographic map and have
 QV0096.an estimated accuracy of +/- 6 seconds.
 QV0096
 QV0096.The orthometric height was determined by differential leveling
 QV0096.and adjusted by the National Geodetic Survey in June 1991..
 QV0096
 QV0096.The geoid height was determined by GEOID03.
 QV0096
 QV0096.The dynamic height is computed by dividing the NAVD 88
 QV0096.geopotential number by the normal gravity value computed on the
 QV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0096.degrees latitude (g = 980.6199 gals.).
 QV0096
 QV0096.The modeled gravity was interpolated from observed gravity values.
 QV0096
 QV0096;                    North         East    Units  Estimated Accuracy
 QV0096;SPC MT       -   153,980.      808,950.      MT  (+/- 180 meters Scaled)
 QV0096
 QV0096                          SUPERSEDED SURVEY CONTROL
 QV0096
 QV0096  NGVD 29 (??/??/92) 1004.720  (m)         3296.32   (f) ADJ UNCH    2 0
 QV0096
 QV0096.Superseded values are not recommended for survey control.
 QV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0096.See file dsdata.txt to determine how the superseded data were derived.
 QV0096
 QV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL580515(NAD 83)
 QV0096_MARKER: DB = BENCH MARK DISK
 QV0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0096_STAMPING: H 220 1934
 QV0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0096+STABILITY: SURFACE MOTION
 QV0096
 QV0096  HISTORY     - Date     Condition        Report By
 QV0096  HISTORY     - 1934     MONUMENTED       CGS
 QV0096  HISTORY     - 1957     GOOD             USGS
 QV0096
 QV0096                          STATION DESCRIPTION
 QV0096
 QV0096'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0096'7.9 MI NE FROM BUSBY.
 QV0096'7.9 MILES NORTHEAST ALONG THE NEWLY ALIGNED STATE HIGHWAY 8, FROM THE
 QV0096'POST OFFICE AT BUSBY, BIG HORN COUNTY, 9 MILES WEST OF THE JUNCTION OF
 QV0096'THE ROAD LEADING TO LAME DEER, ROSEBUD COUNTY, 0.2 MILE ALONG A SIDE
 QV0096'ROAD LEADING NORTH, 100 FEET WEST OF THE SIDE ROAD, 700 FEET NORTHWEST
 QV0096'OF THE CENTERLINE OF THE HIGHWAY, 450 FEET SOUTHWEST OF A Y-FORK ROAD,
 QV0096'AND 130 FEET NORTHWEST OF A DIM X-ROAD.  A STANDARD DISK, STAMPED H
 QV0096'220 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0006 ***********************************************************************
 QV0006  DESIGNATION -  H 221
 QV0006  PID         -  QV0006
 QV0006  STATE/COUNTY-  MT/ROSEBUD
 QV0006  USGS QUAD   -  ASHLAND (1995)
 QV0006
 QV0006                         *CURRENT SURVEY CONTROL
 QV0006  ___________________________________________________________________
 QV0006* NAD 83(1986)-  45 36 32.     (N)    106 20 19.     (W)     SCALED    
 QV0006* NAVD 88     -       985.258  (meters)    3232.47   (feet)  ADJUSTED  
 QV0006  ___________________________________________________________________
 QV0006  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 QV0006  DYNAMIC HT  -         985.043 (meters)    3231.76  (feet)  COMP
 QV0006  MODELED GRAV-     980,364.5   (mgal)                       NAVD 88
 QV0006
 QV0006  VERT ORDER  -  SECOND    CLASS 0
 QV0006
 QV0006.The horizontal coordinates were scaled from a topographic map and have
 QV0006.an estimated accuracy of +/- 6 seconds.
 QV0006
 QV0006.The orthometric height was determined by differential leveling
 QV0006.and adjusted by the National Geodetic Survey in June 1991..
 QV0006
 QV0006.The geoid height was determined by GEOID03.
 QV0006
 QV0006.The dynamic height is computed by dividing the NAVD 88
 QV0006.geopotential number by the normal gravity value computed on the
 QV0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0006.degrees latitude (g = 980.6199 gals.).
 QV0006
 QV0006.The modeled gravity was interpolated from observed gravity values.
 QV0006
 QV0006;                    North         East    Units  Estimated Accuracy
 QV0006;SPC MT       -   156,000.      846,470.      MT  (+/- 180 meters Scaled)
 QV0006
 QV0006                          SUPERSEDED SURVEY CONTROL
 QV0006
 QV0006  NGVD 29 (??/??/92)  984.568  (m)         3230.20   (f) ADJ UNCH    2 0
 QV0006
 QV0006.Superseded values are not recommended for survey control.
 QV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0006.See file dsdata.txt to determine how the superseded data were derived.
 QV0006
 QV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL956514(NAD 83)
 QV0006_MARKER: DB = BENCH MARK DISK
 QV0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0006_STAMPING: H 221 1934
 QV0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0006+STABILITY: SURFACE MOTION
 QV0006
 QV0006  HISTORY     - Date     Condition        Report By
 QV0006  HISTORY     - 1934     MONUMENTED       CGS
 QV0006
 QV0006                          STATION DESCRIPTION
 QV0006
 QV0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0006'4.5 MI W FROM ASHLAND.
 QV0006'4.5 MILES WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT ASHLAND,
 QV0006'ROSEBUD COUNTY, IN AN OPEN FIELD, 52.1 FEET SOUTH OF THE CENTERLINE OF
 QV0006'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H
 QV0006'221 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0081 ***********************************************************************
 QV0081  DESIGNATION -  H 222
 QV0081  PID         -  QV0081
 QV0081  STATE/COUNTY-  MT/ROSEBUD
 QV0081  USGS QUAD   -  SPRING GULCH (1967)
 QV0081
 QV0081                         *CURRENT SURVEY CONTROL
 QV0081  ___________________________________________________________________
 QV0081* NAD 83(1986)-  45 13 35.     (N)    106 41 02.     (W)     SCALED    
 QV0081* NAVD 88     -      1019.322  (meters)    3344.23   (feet)  ADJUSTED  
 QV0081  ___________________________________________________________________
 QV0081  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QV0081  DYNAMIC HT  -        1019.038 (meters)    3343.29  (feet)  COMP
 QV0081  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 QV0081
 QV0081  VERT ORDER  -  SECOND    CLASS 0
 QV0081
 QV0081.The horizontal coordinates were scaled from a topographic map and have
 QV0081.an estimated accuracy of +/- 6 seconds.
 QV0081
 QV0081.The orthometric height was determined by differential leveling
 QV0081.and adjusted by the National Geodetic Survey in June 1991..
 QV0081
 QV0081.The geoid height was determined by GEOID03.
 QV0081
 QV0081.The dynamic height is computed by dividing the NAVD 88
 QV0081.geopotential number by the normal gravity value computed on the
 QV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0081.degrees latitude (g = 980.6199 gals.).
 QV0081
 QV0081.The modeled gravity was interpolated from observed gravity values.
 QV0081
 QV0081;                    North         East    Units  Estimated Accuracy
 QV0081;SPC MT       -   112,500.      821,090.      MT  (+/- 180 meters Scaled)
 QV0081
 QV0081                          SUPERSEDED SURVEY CONTROL
 QV0081
 QV0081  NGVD 29 (??/??/92) 1018.639  (m)         3341.98   (f) ADJ UNCH    2 0
 QV0081
 QV0081.Superseded values are not recommended for survey control.
 QV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0081.See file dsdata.txt to determine how the superseded data were derived.
 QV0081
 QV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL678094(NAD 83)
 QV0081_MARKER: DB = BENCH MARK DISK
 QV0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0081_STAMPING: H 222 1934
 QV0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0081+STABILITY: SURFACE MOTION
 QV0081
 QV0081  HISTORY     - Date     Condition        Report By
 QV0081  HISTORY     - 1934     MONUMENTED       CGS
 QV0081
 QV0081                          STATION DESCRIPTION
 QV0081
 QV0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0081'12 MI SW FROM BIRNEY.
 QV0081'12 MILES SOUTHWEST ALONG THE ROAD LEADING TO DECKER FROM THE POST
 QV0081'OFFICE AT BIRNEY, ROSEBUD COUNTY, ABOUT MIDWAY OF A LONG HILL, 175
 QV0081'FEET NORTH OF A DRAW, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 QV0081'2 FEET NORTHEAST OF A FENCE, AND 1-1/2 FEET HIGHER THAN THE ROAD. A
 QV0081'STANDARD DISK, STAMPED H 222 1934 AND SET IN THE TOP OF A CONCRETE
 QV0081'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0018 ***********************************************************************
 QV0018  DESIGNATION -  H 223
 QV0018  PID         -  QV0018
 QV0018  STATE/COUNTY-  MT/ROSEBUD
 QV0018  USGS QUAD   -  ASHLAND NE (1973)
 QV0018
 QV0018                         *CURRENT SURVEY CONTROL
 QV0018  ___________________________________________________________________
 QV0018* NAD 83(1986)-  45 39 45.     (N)    106 17 56.     (W)     SCALED    
 QV0018* NAVD 88     -       876.003  (meters)    2874.02   (feet)  ADJUSTED  
 QV0018  ___________________________________________________________________
 QV0018  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 QV0018  DYNAMIC HT  -         875.835 (meters)    2873.47  (feet)  COMP
 QV0018  MODELED GRAV-     980,393.9   (mgal)                       NAVD 88
 QV0018
 QV0018  VERT ORDER  -  SECOND    CLASS 0
 QV0018
 QV0018.The horizontal coordinates were scaled from a topographic map and have
 QV0018.an estimated accuracy of +/- 6 seconds.
 QV0018
 QV0018.The orthometric height was determined by differential leveling
 QV0018.and adjusted by the National Geodetic Survey in June 1991..
 QV0018
 QV0018.The geoid height was determined by GEOID03.
 QV0018
 QV0018.The dynamic height is computed by dividing the NAVD 88
 QV0018.geopotential number by the normal gravity value computed on the
 QV0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0018.degrees latitude (g = 980.6199 gals.).
 QV0018
 QV0018.The modeled gravity was interpolated from observed gravity values.
 QV0018
 QV0018;                    North         East    Units  Estimated Accuracy
 QV0018;SPC MT       -   162,080.      849,320.      MT  (+/- 180 meters Scaled)
 QV0018
 QV0018                          SUPERSEDED SURVEY CONTROL
 QV0018
 QV0018  NGVD 29 (??/??/92)  875.334  (m)         2871.82   (f) ADJ UNCH    2 0
 QV0018
 QV0018.Superseded values are not recommended for survey control.
 QV0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0018.See file dsdata.txt to determine how the superseded data were derived.
 QV0018
 QV0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL988573(NAD 83)
 QV0018_MARKER: DB = BENCH MARK DISK
 QV0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0018_STAMPING: H 223 1934
 QV0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0018+STABILITY: SURFACE MOTION
 QV0018
 QV0018  HISTORY     - Date     Condition        Report By
 QV0018  HISTORY     - 1934     MONUMENTED       CGS
 QV0018  HISTORY     - 1937     GOOD             NGS
 QV0018
 QV0018                          STATION DESCRIPTION
 QV0018
 QV0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0018'5.7 MI NW FROM ASHLAND.
 QV0018'5.7 MILES NORTHWEST ALONG THE COUNTY ROAD LEADING TO GARLAND FROM THE
 QV0018'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, 4.1 MILES NORTHWEST OF THE
 QV0018'UNITED STATES DEPARTMENT OF INTERIOR BUILDING, 0.2 MILE SOUTHEAST OF
 QV0018'THE FIGURE 6 RANCH HOUSE, ON AN INDIAN RESERVATION, ON LEVEL GROUND,
 QV0018'76 FEET WEST OF A DRY CREEK, 58 FEET NORTHEAST OF THE CENTERLINE OF
 QV0018'THE ROAD, 2 FEET SOUTHWEST OF A FENCE LINE, AND 3 FEET LOWER THAN THE
 QV0018'ROAD.  A STANDARD DISK, STAMPED H 223 1934 AND SET IN THE TOP OF A
 QV0018'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0315 ***********************************************************************
 RT0315  DESIGNATION -  H 224
 RT0315  PID         -  RT0315
 RT0315  STATE/COUNTY-  MT/CUSTER
 RT0315  USGS QUAD   -  JACK CREEK (1969)
 RT0315
 RT0315                         *CURRENT SURVEY CONTROL
 RT0315  ___________________________________________________________________
 RT0315* NAD 83(1986)-  46 05 24.     (N)    105 50 31.     (W)     SCALED    
 RT0315* NAVD 88     -       803.636  (meters)    2636.60   (feet)  ADJUSTED  
 RT0315  ___________________________________________________________________
 RT0315  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0315  DYNAMIC HT  -         803.531 (meters)    2636.25  (feet)  COMP
 RT0315  MODELED GRAV-     980,456.8   (mgal)                       NAVD 88
 RT0315
 RT0315  VERT ORDER  -  SECOND    CLASS 0
 RT0315
 RT0315.The horizontal coordinates were scaled from a topographic map and have
 RT0315.an estimated accuracy of +/- 6 seconds.
 RT0315
 RT0315.The orthometric height was determined by differential leveling
 RT0315.and adjusted by the National Geodetic Survey in June 1991..
 RT0315
 RT0315.The geoid height was determined by GEOID03.
 RT0315
 RT0315.The dynamic height is computed by dividing the NAVD 88
 RT0315.geopotential number by the normal gravity value computed on the
 RT0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0315.degrees latitude (g = 980.6199 gals.).
 RT0315
 RT0315.The modeled gravity was interpolated from observed gravity values.
 RT0315
 RT0315;                    North         East    Units  Estimated Accuracy
 RT0315;SPC MT       -   211,080.      882,670.      MT  (+/- 180 meters Scaled)
 RT0315
 RT0315                          SUPERSEDED SURVEY CONTROL
 RT0315
 RT0315  NGVD 29 (??/??/92)  802.975  (m)         2634.43   (f) ADJ UNCH    2 0
 RT0315
 RT0315.Superseded values are not recommended for survey control.
 RT0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0315.See file dsdata.txt to determine how the superseded data were derived.
 RT0315
 RT0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM349043(NAD 83)
 RT0315_MARKER: DB = BENCH MARK DISK
 RT0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0315_STAMPING: H 224 1934
 RT0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0315+STABILITY: SURFACE MOTION
 RT0315
 RT0315  HISTORY     - Date     Condition        Report By
 RT0315  HISTORY     - 1934     MONUMENTED       CGS
 RT0315  HISTORY     - 1969     GOOD             USGS
 RT0315
 RT0315                          STATION DESCRIPTION
 RT0315
 RT0315'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0315'7.4 MI NE FROM GARLAND SCHOOL.
 RT0315'MILES CITY, 13.5 MI SOUTH OF POST OFFICE AT, ALONG U.S. HIGHWAY 312 TO
 RT0315'T-RD SW., THENCE 13.1 MI SW ALONG TONGUE RIVER RD.  7.4 MI NE OF
 RT0315'GARLAND SCHOOL.  ABOUT MIDWAY OF A LONG NORTHFACING SLOPE.  65 FT EAST
 RT0315'OF CENTER LINE OF ROAD, 220 FT NE OF A DRAIN CULVERT, 179 FT NORTH OF
 RT0315'THE NORTH EDGE OF A DRAIN CUT IN AN OLD ROAD EAST OF ROAD. IN CONCRETE
 RT0315'POST PROJECTING 5 INCHES ABOVE GROUND.  A STANDARD TABLET STAMPED H
 RT0315'224 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0219 ***********************************************************************
 QU0219  DESIGNATION -  H 225
 QU0219  PID         -  QU0219
 QU0219  STATE/COUNTY-  MT/POWDER RIVER
 QU0219  USGS QUAD   -  ELK RIDGE (1995)
 QU0219
 QU0219                         *CURRENT SURVEY CONTROL
 QU0219  ___________________________________________________________________
 QU0219* NAD 83(1986)-  45 43 43.     (N)    105 45 52.     (W)     SCALED    
 QU0219* NAVD 88     -       998.246  (meters)    3275.08   (feet)  ADJUSTED  
 QU0219  ___________________________________________________________________
 QU0219  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 QU0219  DYNAMIC HT  -         998.059 (meters)    3274.47  (feet)  COMP
 QU0219  MODELED GRAV-     980,393.1   (mgal)                       NAVD 88
 QU0219
 QU0219  VERT ORDER  -  SECOND    CLASS 0
 QU0219
 QU0219.The horizontal coordinates were scaled from a topographic map and have
 QU0219.an estimated accuracy of +/- 6 seconds.
 QU0219
 QU0219.The orthometric height was determined by differential leveling
 QU0219.and adjusted by the National Geodetic Survey in June 1991..
 QU0219
 QU0219.The geoid height was determined by GEOID03.
 QU0219
 QU0219.The dynamic height is computed by dividing the NAVD 88
 QU0219.geopotential number by the normal gravity value computed on the
 QU0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0219.degrees latitude (g = 980.6199 gals.).
 QU0219
 QU0219.The modeled gravity was interpolated from observed gravity values.
 QU0219
 QU0219;                    North         East    Units  Estimated Accuracy
 QU0219;SPC MT       -   171,260.      890,570.      MT  (+/- 180 meters Scaled)
 QU0219
 QU0219                          SUPERSEDED SURVEY CONTROL
 QU0219
 QU0219  NGVD 29 (??/??/92)  997.585  (m)         3272.91   (f) ADJ UNCH    2 0
 QU0219
 QU0219.Superseded values are not recommended for survey control.
 QU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0219.See file dsdata.txt to determine how the superseded data were derived.
 QU0219
 QU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL405641(NAD 83)
 QU0219_MARKER: DB = BENCH MARK DISK
 QU0219_SETTING: 66 = SET IN ROCK OUTCROP
 QU0219_SP_SET: LARGE SCORIA ROCK
 QU0219_STAMPING: H 225 1934
 QU0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0219+STABILITY: POSITION/ELEVATION WELL
 QU0219
 QU0219  HISTORY     - Date     Condition        Report By
 QU0219  HISTORY     - 1934     MONUMENTED       CGS
 QU0219  HISTORY     - 1953     GOOD             LOCSUR
 QU0219
 QU0219                          STATION DESCRIPTION
 QU0219
 QU0219'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QU0219'8.2 MI NE FROM STACEY.
 QU0219'8.2 MILES NORTHEAST ALONG THE ASHLAND-OLIVE COUNTY ROAD FROM THE
 QU0219'POST OFFICE AT STACEY, POWDER RIVER COUNTY, ON THE TOP OF A
 QU0219'LARGE HILL, 95.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN
 QU0219'THE TOP OF A LARGE SCORIA ROCK, AND ABOUT 1 FOOT HIGHER THAN
 QU0219'THE ROAD.  A STANDARD DISK, STAMPED H 225 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0180 ***********************************************************************
 QU0180  DESIGNATION -  H 226
 QU0180  PID         -  QU0180
 QU0180  STATE/COUNTY-  MT/POWDER RIVER
 QU0180  USGS QUAD   -  BLOOM CREEK (1995)
 QU0180
 QU0180                         *CURRENT SURVEY CONTROL
 QU0180  ___________________________________________________________________
 QU0180* NAD 83(1986)-  45 07 59.     (N)    105 49 45.     (W)     SCALED    
 QU0180* NAVD 88     -      1016.049  (meters)    3333.49   (feet)  ADJUSTED  
 QU0180  ___________________________________________________________________
 QU0180  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 QU0180  DYNAMIC HT  -        1015.775 (meters)    3332.59  (feet)  COMP
 QU0180  MODELED GRAV-     980,311.9   (mgal)                       NAVD 88
 QU0180
 QU0180  VERT ORDER  -  SECOND    CLASS 0
 QU0180
 QU0180.The horizontal coordinates were scaled from a topographic map and have
 QU0180.an estimated accuracy of +/- 6 seconds.
 QU0180
 QU0180.The orthometric height was determined by differential leveling
 QU0180.and adjusted by the National Geodetic Survey in June 1991..
 QU0180
 QU0180.The geoid height was determined by GEOID03.
 QU0180
 QU0180.The dynamic height is computed by dividing the NAVD 88
 QU0180.geopotential number by the normal gravity value computed on the
 QU0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0180.degrees latitude (g = 980.6199 gals.).
 QU0180
 QU0180.The modeled gravity was interpolated from observed gravity values.
 QU0180
 QU0180;                    North         East    Units  Estimated Accuracy
 QU0180;SPC MT       -   104,920.      888,640.      MT  (+/- 180 meters Scaled)
 QU0180
 QU0180                          SUPERSEDED SURVEY CONTROL
 QU0180
 QU0180  NGVD 29 (??/??/92) 1015.419  (m)         3331.42   (f) ADJ UNCH    2 0
 QU0180
 QU0180.Superseded values are not recommended for survey control.
 QU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0180.See file dsdata.txt to determine how the superseded data were derived.
 QU0180
 QU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK348980(NAD 83)
 QU0180_MARKER: DB = BENCH MARK DISK
 QU0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0180_STAMPING: H 226 1934
 QU0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0180+STABILITY: SURFACE MOTION
 QU0180
 QU0180  HISTORY     - Date     Condition        Report By
 QU0180  HISTORY     - 1934     MONUMENTED       CGS
 QU0180  HISTORY     - 1970     MARK NOT FOUND   USGS
 QU0180
 QU0180                          STATION DESCRIPTION
 QU0180
 QU0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0180'5.8 MI NE FROM MOORHEAD.
 QU0180'5.8 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO BROADUS
 QU0180'FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY, 0.7 MILE
 QU0180'NORTHEAST OF A RANCH WITH WHITE-PAINTED BUILDINGS, NEAR A HILL,
 QU0180'42.1 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH
 QU0180'THE ROAD.  A STANDARD DISK, STAMPED H 226 1934 AND SET IN THE TOP
 QU0180'OF A CONCRETE POST.
 QU0180
 QU0180                          STATION RECOVERY (1970)
 QU0180
 QU0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QU0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0169 ***********************************************************************
 ST0169  DESIGNATION -  H 227
 ST0169  PID         -  ST0169
 ST0169  STATE/COUNTY-  MT/TETON
 ST0169  USGS QUAD   -  BYNUM (1987)
 ST0169
 ST0169                         *CURRENT SURVEY CONTROL
 ST0169  ___________________________________________________________________
 ST0169* NAD 83(1986)-  47 53 08.     (N)    112 19 56.     (W)     SCALED    
 ST0169* NAVD 88     -      1260.390  (meters)    4135.13   (feet)  ADJUSTED  
 ST0169  ___________________________________________________________________
 ST0169  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 ST0169  DYNAMIC HT  -        1260.301 (meters)    4134.84  (feet)  COMP
 ST0169  MODELED GRAV-     980,497.7   (mgal)                       NAVD 88
 ST0169
 ST0169  VERT ORDER  -  SECOND    CLASS 0
 ST0169
 ST0169.The horizontal coordinates were scaled from a topographic map and have
 ST0169.an estimated accuracy of +/- 6 seconds.
 ST0169
 ST0169.The orthometric height was determined by differential leveling
 ST0169.and adjusted by the National Geodetic Survey in June 1991..
 ST0169
 ST0169.The geoid height was determined by GEOID03.
 ST0169
 ST0169.The dynamic height is computed by dividing the NAVD 88
 ST0169.geopotential number by the normal gravity value computed on the
 ST0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0169.degrees latitude (g = 980.6199 gals.).
 ST0169
 ST0169.The modeled gravity was interpolated from observed gravity values.
 ST0169
 ST0169;                    North         East    Units  Estimated Accuracy
 ST0169;SPC MT       -   407,800.      388,330.      MT  (+/- 180 meters Scaled)
 ST0169
 ST0169                          SUPERSEDED SURVEY CONTROL
 ST0169
 ST0169  NGVD 29 (??/??/92) 1259.408  (m)         4131.91   (f) ADJ UNCH    2 0
 ST0169
 ST0169.Superseded values are not recommended for survey control.
 ST0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0169.See file dsdata.txt to determine how the superseded data were derived.
 ST0169
 ST0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU004044(NAD 83)
 ST0169_MARKER: DB = BENCH MARK DISK
 ST0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0169_STAMPING: H 227 1961
 ST0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0169+STABILITY: SURFACE MOTION
 ST0169
 ST0169  HISTORY     - Date     Condition        Report By
 ST0169  HISTORY     - 1961     MONUMENTED       CGS
 ST0169
 ST0169                          STATION DESCRIPTION
 ST0169
 ST0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0169'9.15 MI NW FROM CHOTEAU.
 ST0169'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0169'CHOTEAU, THENCE 3.8 MILES WEST ALONG A GRAVEL ROAD, AT THE CROSSING OF
 ST0169'A TELEPHONE POLE LINE, 19 FEET NORTHEAST OF THE CENTER LINE OF THE
 ST0169'ROAD, 46.4 FEET SOUTHWEST OF A FENCE, 2 1/2 FEET SOUTHEAST OF POWER
 ST0169'LINE POLE 2250 WITH GUY WIRE, 2.0 FEET NORTHWEST OF A WITNESS POST,
 ST0169'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ST0169'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0394 ***********************************************************************
 ST0394  DESIGNATION -  H 228
 ST0394  PID         -  ST0394
 ST0394  STATE/COUNTY-  MT/TETON
 ST0394  USGS QUAD   -  LAKE THEBOE (1995)
 ST0394
 ST0394                         *CURRENT SURVEY CONTROL
 ST0394  ___________________________________________________________________
 ST0394* NAD 83(1986)-  47 49 12.     (N)    112 30 18.     (W)     SCALED    
 ST0394* NAVD 88     -      1349.444  (meters)    4427.30   (feet)  ADJUSTED  
 ST0394  ___________________________________________________________________
 ST0394  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 ST0394  DYNAMIC HT  -        1349.300 (meters)    4426.83  (feet)  COMP
 ST0394  MODELED GRAV-     980,458.0   (mgal)                       NAVD 88
 ST0394
 ST0394  VERT ORDER  -  SECOND    CLASS 0
 ST0394
 ST0394.The horizontal coordinates were scaled from a topographic map and have
 ST0394.an estimated accuracy of +/- 6 seconds.
 ST0394
 ST0394.The orthometric height was determined by differential leveling
 ST0394.and adjusted by the National Geodetic Survey in June 1991..
 ST0394
 ST0394.The geoid height was determined by GEOID03.
 ST0394
 ST0394.The dynamic height is computed by dividing the NAVD 88
 ST0394.geopotential number by the normal gravity value computed on the
 ST0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0394.degrees latitude (g = 980.6199 gals.).
 ST0394
 ST0394.The modeled gravity was interpolated from observed gravity values.
 ST0394
 ST0394;                    North         East    Units  Estimated Accuracy
 ST0394;SPC MT       -   401,010.      375,140.      MT  (+/- 180 meters Scaled)
 ST0394
 ST0394                          SUPERSEDED SURVEY CONTROL
 ST0394
 ST0394  NGVD 29 (??/??/92) 1348.420  (m)         4423.94   (f) ADJ UNCH    2 0
 ST0394
 ST0394.Superseded values are not recommended for survey control.
 ST0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0394.See file dsdata.txt to determine how the superseded data were derived.
 ST0394
 ST0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT873973(NAD 83)
 ST0394_MARKER: DB = BENCH MARK DISK
 ST0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0394_STAMPING: H 228 1961
 ST0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0394+STABILITY: SURFACE MOTION
 ST0394
 ST0394  HISTORY     - Date     Condition        Report By
 ST0394  HISTORY     - 1961     MONUMENTED       CGS
 ST0394
 ST0394                          STATION DESCRIPTION
 ST0394
 ST0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0394'22.05 MI W FROM CHOTEAU.
 ST0394'5.35 MILES NORTHWEST ALONG U. S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0394'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.05 MILES
 ST0394'SOUTH ALONG A GRAVEL ROAD, THENCE 1.7 MILES WEST ALONG A GRAVEL ROAD,
 ST0394'AT THE T JUNCTION OF A DIRT ROAD NORTH TO THE ORTNER RANCH, 34 1/2
 ST0394'FEET NORTH OF THE CENTER LINE OF THE ROAD, 39 FEET EAST OF THE CENTER
 ST0394'LINE OF THE ROAD NORTH, 17.2 FEET NORTHEAST OF THE EAST END OF A
 ST0394'12-INCH CONCRETE PIPE CULVERT, 5.1 FEET EAST OF A TELEPHONE POLE, 2.8
 ST0394'FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, ABOUT 1 1/2
 ST0394'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0394'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0043 ***********************************************************************
 ST0043  DESIGNATION -  H 229
 ST0043  PID         -  ST0043
 ST0043  STATE/COUNTY-  MT/TETON
 ST0043  USGS QUAD   -  CHOTEAU (1987)
 ST0043
 ST0043                         *CURRENT SURVEY CONTROL
 ST0043  ___________________________________________________________________
 ST0043* NAD 83(1986)-  47 45 39.     (N)    112 12 41.     (W)     SCALED    
 ST0043* NAVD 88     -      1183.781  (meters)    3883.79   (feet)  ADJUSTED  
 ST0043  ___________________________________________________________________
 ST0043  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 ST0043  DYNAMIC HT  -        1183.692 (meters)    3883.50  (feet)  COMP
 ST0043  MODELED GRAV-     980,496.0   (mgal)                       NAVD 88
 ST0043
 ST0043  VERT ORDER  -  SECOND    CLASS 0
 ST0043
 ST0043.The horizontal coordinates were scaled from a topographic map and have
 ST0043.an estimated accuracy of +/- 6 seconds.
 ST0043
 ST0043.The orthometric height was determined by differential leveling
 ST0043.and adjusted by the National Geodetic Survey in June 1991..
 ST0043
 ST0043.The geoid height was determined by GEOID03.
 ST0043
 ST0043.The dynamic height is computed by dividing the NAVD 88
 ST0043.geopotential number by the normal gravity value computed on the
 ST0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0043.degrees latitude (g = 980.6199 gals.).
 ST0043
 ST0043.The modeled gravity was interpolated from observed gravity values.
 ST0043
 ST0043;                    North         East    Units  Estimated Accuracy
 ST0043;SPC MT       -   393,630.      396,880.      MT  (+/- 180 meters Scaled)
 ST0043
 ST0043                          SUPERSEDED SURVEY CONTROL
 ST0043
 ST0043  NGVD 29 (??/??/92) 1182.814  (m)         3880.62   (f) ADJ UNCH    2 0
 ST0043
 ST0043.Superseded values are not recommended for survey control.
 ST0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0043.See file dsdata.txt to determine how the superseded data were derived.
 ST0043
 ST0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT092904(NAD 83)
 ST0043_MARKER: DB = BENCH MARK DISK
 ST0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0043_SP_SET: CULVERT
 ST0043_STAMPING: H 229 1961
 ST0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0043
 ST0043  HISTORY     - Date     Condition        Report By
 ST0043  HISTORY     - 1961     MONUMENTED       CGS
 ST0043
 ST0043                          STATION DESCRIPTION
 ST0043
 ST0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0043'4.0 MI S FROM CHOTEAU.
 ST0043'4.0 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0043'CHOTEAU, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 ST0043'HEAD WALL OF A BOX CULVERT OVER AN IRRIGATION DITCH, 19.4 FEET
 ST0043'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF THE
 ST0043'SOUTHWEST END OF THE HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE
 ST0043'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0115 ***********************************************************************
 ST0115  DESIGNATION -  H 230
 ST0115  PID         -  ST0115
 ST0115  STATE/COUNTY-  MT/TETON
 ST0115  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0115
 ST0115                         *CURRENT SURVEY CONTROL
 ST0115  ___________________________________________________________________
 ST0115* NAD 83(1986)-  47 40 06.     (N)    112 25 53.     (W)     SCALED    
 ST0115* NAVD 88     -      1370.985  (meters)    4497.97   (feet)  ADJUSTED  
 ST0115  ___________________________________________________________________
 ST0115  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 ST0115  DYNAMIC HT  -        1370.811 (meters)    4497.40  (feet)  COMP
 ST0115  MODELED GRAV-     980,437.5   (mgal)                       NAVD 88
 ST0115
 ST0115  VERT ORDER  -  SECOND    CLASS 0
 ST0115
 ST0115.The horizontal coordinates were scaled from a topographic map and have
 ST0115.an estimated accuracy of +/- 6 seconds.
 ST0115
 ST0115.The orthometric height was determined by differential leveling
 ST0115.and adjusted by the National Geodetic Survey in June 1991..
 ST0115
 ST0115.The geoid height was determined by GEOID03.
 ST0115
 ST0115.The dynamic height is computed by dividing the NAVD 88
 ST0115.geopotential number by the normal gravity value computed on the
 ST0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0115.degrees latitude (g = 980.6199 gals.).
 ST0115
 ST0115.The modeled gravity was interpolated from observed gravity values.
 ST0115
 ST0115;                    North         East    Units  Estimated Accuracy
 ST0115;SPC MT       -   383,950.      380,020.      MT  (+/- 180 meters Scaled)
 ST0115
 ST0115                          SUPERSEDED SURVEY CONTROL
 ST0115
 ST0115  NGVD 29 (??/??/92) 1369.959  (m)         4494.61   (f) ADJ UNCH    2 0
 ST0115
 ST0115.Superseded values are not recommended for survey control.
 ST0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0115.See file dsdata.txt to determine how the superseded data were derived.
 ST0115
 ST0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT925804(NAD 83)
 ST0115_MARKER: DB = BENCH MARK DISK
 ST0115_SETTING: 80 = SET IN A BOULDER
 ST0115_SP_SET: BOULDER
 ST0115_STAMPING: H 230 1961
 ST0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0115+STABILITY: SURFACE MOTION
 ST0115
 ST0115  HISTORY     - Date     Condition        Report By
 ST0115  HISTORY     - 1961     MONUMENTED       CGS
 ST0115
 ST0115                          STATION DESCRIPTION
 ST0115
 ST0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0115'20.4 MI SW FROM CHOTEAU.
 ST0115'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0115'CHOTEAU, THENCE 5.5 MILE WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0115'WEST ALONG A GRAVEL ROAD, THENCE 5.9 MILES SOUTHWEST ALONG A GRADED
 ST0115'ROAD, THENCE 1.9 MILES SOUTHEAST ALONG A GRADED ROAD, 75 YARDS NORTH
 ST0115'OF A FENCE, 45 YARDS WEST OF THE CREST OF A NORTH-SOUTH RIDGE, 93.1
 ST0115'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.7 FEET SOUTH OF A
 ST0115'WITNESS POST, IN THE TOP OF A 2 BY 3-FOOT BOULDER WHICH PROJECTS 0.5
 ST0115'FOOT ABOVE THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1130 ***********************************************************************
 SS1130  DESIGNATION -  H 231
 SS1130  PID         -  SS1130
 SS1130  STATE/COUNTY-  MT/TETON
 SS1130  USGS QUAD   -  T L GAP (1987)
 SS1130
 SS1130                         *CURRENT SURVEY CONTROL
 SS1130  ___________________________________________________________________
 SS1130* NAD 83(1986)-  47 47 03.     (N)    111 52 54.     (W)     SCALED    
 SS1130* NAVD 88     -      1170.494  (meters)    3840.20   (feet)  ADJUSTED  
 SS1130  ___________________________________________________________________
 SS1130  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SS1130  DYNAMIC HT  -        1170.437 (meters)    3840.01  (feet)  COMP
 SS1130  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 SS1130
 SS1130  VERT ORDER  -  SECOND    CLASS 0
 SS1130
 SS1130.The horizontal coordinates were scaled from a topographic map and have
 SS1130.an estimated accuracy of +/- 6 seconds.
 SS1130
 SS1130.The orthometric height was determined by differential leveling
 SS1130.and adjusted by the National Geodetic Survey in June 1991..
 SS1130
 SS1130.The geoid height was determined by GEOID03.
 SS1130
 SS1130.The dynamic height is computed by dividing the NAVD 88
 SS1130.geopotential number by the normal gravity value computed on the
 SS1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1130.degrees latitude (g = 980.6199 gals.).
 SS1130
 SS1130.The modeled gravity was interpolated from observed gravity values.
 SS1130
 SS1130;                    North         East    Units  Estimated Accuracy
 SS1130;SPC MT       -   395,420.      421,650.      MT  (+/- 180 meters Scaled)
 SS1130
 SS1130                          SUPERSEDED SURVEY CONTROL
 SS1130
 SS1130  NGVD 29 (??/??/92) 1169.557  (m)         3837.12   (f) ADJ UNCH    2 0
 SS1130
 SS1130.Superseded values are not recommended for survey control.
 SS1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1130.See file dsdata.txt to determine how the superseded data were derived.
 SS1130
 SS1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT339926(NAD 83)
 SS1130_MARKER: DB = BENCH MARK DISK
 SS1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1130_STAMPING: H 231 1961
 SS1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1130+STABILITY: SURFACE MOTION
 SS1130
 SS1130  HISTORY     - Date     Condition        Report By
 SS1130  HISTORY     - 1961     MONUMENTED       CGS
 SS1130
 SS1130                          STATION DESCRIPTION
 SS1130
 SS1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1130'12.35 MI SW FROM DUTTON.
 SS1130'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1130'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 4.2
 SS1130'MILES SOUTH ALONG A DIRT ROAD, THENCE 5.0 MILES WEST ALONG A GRAVEL
 SS1130'ROAD, AT THE INTERSECTION OF A DIRT ROAD, AT THE T JUNCTION OF POWER
 SS1130'LINE POLES, 46 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION 29 1/2
 SS1130'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 34 1/2 FEET
 SS1130'SOUTH OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET WEST-SOUTHWEST OF
 SS1130'POWER LINE POLE YG 149, 3.7 FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET
 SS1130'SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET
 SS1130'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1224 ***********************************************************************
 SS1224  DESIGNATION -  H 232
 SS1224  PID         -  SS1224
 SS1224  STATE/COUNTY-  MT/TETON
 SS1224  USGS QUAD   -  CLEIV (1983)
 SS1224
 SS1224                         *CURRENT SURVEY CONTROL
 SS1224  ___________________________________________________________________
 SS1224* NAD 83(1986)-  47 38 28.     (N)    111 59 16.     (W)     SCALED    
 SS1224* NAVD 88     -      1184.146  (meters)    3884.99   (feet)  ADJUSTED  
 SS1224  ___________________________________________________________________
 SS1224  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1224  DYNAMIC HT  -        1184.028 (meters)    3884.60  (feet)  COMP
 SS1224  MODELED GRAV-     980,471.8   (mgal)                       NAVD 88
 SS1224
 SS1224  VERT ORDER  -  SECOND    CLASS 0
 SS1224
 SS1224.The horizontal coordinates were scaled from a topographic map and have
 SS1224.an estimated accuracy of +/- 6 seconds.
 SS1224
 SS1224.The orthometric height was determined by differential leveling
 SS1224.and adjusted by the National Geodetic Survey in June 1991..
 SS1224
 SS1224.The geoid height was determined by GEOID03.
 SS1224
 SS1224.The dynamic height is computed by dividing the NAVD 88
 SS1224.geopotential number by the normal gravity value computed on the
 SS1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1224.degrees latitude (g = 980.6199 gals.).
 SS1224
 SS1224.The modeled gravity was interpolated from observed gravity values.
 SS1224
 SS1224;                    North         East    Units  Estimated Accuracy
 SS1224;SPC MT       -   379,780.      413,200.      MT  (+/- 180 meters Scaled)
 SS1224
 SS1224                          SUPERSEDED SURVEY CONTROL
 SS1224
 SS1224  NGVD 29 (??/??/92) 1183.163  (m)         3881.76   (f) ADJ UNCH    2 0
 SS1224
 SS1224.Superseded values are not recommended for survey control.
 SS1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1224.See file dsdata.txt to determine how the superseded data were derived.
 SS1224
 SS1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT258768(NAD 83)
 SS1224_MARKER: DB = BENCH MARK DISK
 SS1224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1224_SP_SET: CULVERT
 SS1224_STAMPING: H 232 1961
 SS1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1224
 SS1224  HISTORY     - Date     Condition        Report By
 SS1224  HISTORY     - 1961     MONUMENTED       CGS
 SS1224
 SS1224                          STATION DESCRIPTION
 SS1224
 SS1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1224'2.25 MI N FROM FAIRFIELD.
 SS1224'0.45 MILES NORTHWEST ALONG U.S. HIGHWAY 89
 SS1224'FROM THE FIRST NATIONAL BANK AT FAIRFIELD, THENCE 1.8 MILES NORTH
 SS1224'ALONG BASE LINE ROAD, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 SS1224'HEAD WALL OF A 36-INCH CORRUGATED METAL PIPE CULVERT OF AN IRRIGATION
 SS1224'CANAL, 11 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET NORTH
 SS1224'OF THE SOUTH END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0017 ***********************************************************************
 ST0017  DESIGNATION -  H 233
 ST0017  PID         -  ST0017
 ST0017  STATE/COUNTY-  MT/TETON
 ST0017  USGS QUAD   -  GILMAN (1987)
 ST0017
 ST0017                         *CURRENT SURVEY CONTROL
 ST0017  ___________________________________________________________________
 ST0017* NAD 83(1986)-  47 37 03.     (N)    112 17 00.     (W)     SCALED    
 ST0017* NAVD 88     -      1343.227  (meters)    4406.90   (feet)  ADJUSTED  
 ST0017  ___________________________________________________________________
 ST0017  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 ST0017  DYNAMIC HT  -        1343.066 (meters)    4406.38  (feet)  COMP
 ST0017  MODELED GRAV-     980,445.0   (mgal)                       NAVD 88
 ST0017
 ST0017  VERT ORDER  -  SECOND    CLASS 0
 ST0017
 ST0017.The horizontal coordinates were scaled from a topographic map and have
 ST0017.an estimated accuracy of +/- 6 seconds.
 ST0017
 ST0017.The orthometric height was determined by differential leveling
 ST0017.and adjusted by the National Geodetic Survey in June 1991..
 ST0017
 ST0017.The geoid height was determined by GEOID03.
 ST0017
 ST0017.The dynamic height is computed by dividing the NAVD 88
 ST0017.geopotential number by the normal gravity value computed on the
 ST0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0017.degrees latitude (g = 980.6199 gals.).
 ST0017
 ST0017.The modeled gravity was interpolated from observed gravity values.
 ST0017
 ST0017;                    North         East    Units  Estimated Accuracy
 ST0017;SPC MT       -   377,900.      390,920.      MT  (+/- 180 meters Scaled)
 ST0017
 ST0017                          SUPERSEDED SURVEY CONTROL
 ST0017
 ST0017  NGVD 29 (??/??/92) 1342.222  (m)         4403.61   (f) ADJ UNCH    2 0
 ST0017
 ST0017.Superseded values are not recommended for survey control.
 ST0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0017.See file dsdata.txt to determine how the superseded data were derived.
 ST0017
 ST0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT035745(NAD 83)
 ST0017_MARKER: DB = BENCH MARK DISK
 ST0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0017_STAMPING: H 233 1961
 ST0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0017+STABILITY: SURFACE MOTION
 ST0017
 ST0017  HISTORY     - Date     Condition        Report By
 ST0017  HISTORY     - 1961     MONUMENTED       CGS
 ST0017
 ST0017                          STATION DESCRIPTION
 ST0017
 ST0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0017'10.85 MI N FROM AUGUSTA.
 ST0017'10.85 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0017'AUGUSTA, AT THE JUNCTION OF A DIM FIELD ROAD, AT A FENCE CORNER, 49
 ST0017'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 23 1/2 FEET
 ST0017'WEST-SOUTHWEST OF THE CENTER LINE OF ROAD NORTH-NORTHWEST, 2.4 FEET
 ST0017'SOUTHEAST OF A FENCE, 4 FEET SOUTH OF A FENCE CORNER, 2.5 FEET
 ST0017'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND
 ST0017'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ST0017'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0143 ***********************************************************************
 ST0143  DESIGNATION -  H 234
 ST0143  PID         -  ST0143
 ST0143  STATE/COUNTY-  MT/TETON
 ST0143  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0143
 ST0143                         *CURRENT SURVEY CONTROL
 ST0143  ___________________________________________________________________
 ST0143* NAD 83(1986)-  47 34 56.     (N)    112 13 49.     (W)     SCALED    
 ST0143* NAVD 88     -      1323.099  (meters)    4340.87   (feet)  ADJUSTED  
 ST0143  ___________________________________________________________________
 ST0143  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 ST0143  DYNAMIC HT  -        1322.932 (meters)    4340.32  (feet)  COMP
 ST0143  MODELED GRAV-     980,440.1   (mgal)                       NAVD 88
 ST0143
 ST0143  VERT ORDER  -  SECOND    CLASS 0
 ST0143
 ST0143.The horizontal coordinates were scaled from a topographic map and have
 ST0143.an estimated accuracy of +/- 6 seconds.
 ST0143
 ST0143.The orthometric height was determined by differential leveling
 ST0143.and adjusted by the National Geodetic Survey in June 1991..
 ST0143
 ST0143.The geoid height was determined by GEOID03.
 ST0143
 ST0143.The dynamic height is computed by dividing the NAVD 88
 ST0143.geopotential number by the normal gravity value computed on the
 ST0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0143.degrees latitude (g = 980.6199 gals.).
 ST0143
 ST0143.The modeled gravity was interpolated from observed gravity values.
 ST0143
 ST0143;                    North         East    Units  Estimated Accuracy
 ST0143;SPC MT       -   373,850.      394,770.      MT  (+/- 180 meters Scaled)
 ST0143
 ST0143                          SUPERSEDED SURVEY CONTROL
 ST0143
 ST0143  NGVD 29 (??/??/92) 1322.093  (m)         4337.57   (f) ADJ UNCH    2 0
 ST0143
 ST0143.Superseded values are not recommended for survey control.
 ST0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0143.See file dsdata.txt to determine how the superseded data were derived.
 ST0143
 ST0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT074706(NAD 83)
 ST0143_MARKER: DD = SURVEY DISK
 ST0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0143_SP_SET: CULVERT
 ST0143_STAMPING: H 234
 ST0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0143
 ST0143  HISTORY     - Date     Condition        Report By
 ST0143  HISTORY     - UNK      MONUMENTED       BOR
 ST0143  HISTORY     - 1961     GOOD             NGS
 ST0143
 ST0143                          STATION DESCRIPTION
 ST0143
 ST0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0143'13.1 MI W FROM FAIRFIELD.
 ST0143'9.4 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0143'HIGHWAY 89 AT FAIRFIELD, THENCE 3.7 MILES WEST ALONG A COUNTY ROAD
 ST0143'ALONG THE SOUTH SIDE OF A CANAL, AT THE CROSSING OF AN IRRIGATION
 ST0143'DITCH, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF
 ST0143'A CONCRETE BOX CULVERT UNDER THE SOUTHWEST LEVEE OF THE CANAL, 29 FEET
 ST0143'NORTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTH OF THE
 ST0143'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A DOUBLE CONCRETE
 ST0143'BOX CULVERT UNDER THE ROAD, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0334 ***********************************************************************
 ST0334  DESIGNATION -  H 235
 ST0334  PID         -  ST0334
 ST0334  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0334  USGS QUAD   -  KRONE RANCH (1963)
 ST0334
 ST0334                         *CURRENT SURVEY CONTROL
 ST0334  ___________________________________________________________________
 ST0334* NAD 83(1986)-  47 20 40.     (N)    112 19 29.     (W)     SCALED    
 ST0334* NAVD 88     -      1357.654  (meters)    4454.24   (feet)  ADJUSTED  
 ST0334  ___________________________________________________________________
 ST0334  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 ST0334  DYNAMIC HT  -        1357.443 (meters)    4453.54  (feet)  COMP
 ST0334  MODELED GRAV-     980,410.1   (mgal)                       NAVD 88
 ST0334
 ST0334  VERT ORDER  -  SECOND    CLASS 0
 ST0334
 ST0334.The horizontal coordinates were scaled from a topographic map and have
 ST0334.an estimated accuracy of +/- 6 seconds.
 ST0334
 ST0334.The orthometric height was determined by differential leveling
 ST0334.and adjusted by the National Geodetic Survey in June 1991..
 ST0334
 ST0334.The geoid height was determined by GEOID03.
 ST0334
 ST0334.The dynamic height is computed by dividing the NAVD 88
 ST0334.geopotential number by the normal gravity value computed on the
 ST0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0334.degrees latitude (g = 980.6199 gals.).
 ST0334
 ST0334.The modeled gravity was interpolated from observed gravity values.
 ST0334
 ST0334;                    North         East    Units  Estimated Accuracy
 ST0334;SPC MT       -   347,690.      386,720.      MT  (+/- 180 meters Scaled)
 ST0334
 ST0334                          SUPERSEDED SURVEY CONTROL
 ST0334
 ST0334  NGVD 29 (??/??/92) 1356.636  (m)         4450.90   (f) ADJ UNCH    2 0
 ST0334
 ST0334.Superseded values are not recommended for survey control.
 ST0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0334.See file dsdata.txt to determine how the superseded data were derived.
 ST0334
 ST0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT999442(NAD 83)
 ST0334_MARKER: DB = BENCH MARK DISK
 ST0334_SETTING: 66 = SET IN ROCK OUTCROP
 ST0334_SP_SET: OUTCROP
 ST0334_STAMPING: H 235 1961
 ST0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0334+STABILITY: POSITION/ELEVATION WELL
 ST0334
 ST0334  HISTORY     - Date     Condition        Report By
 ST0334  HISTORY     - 1961     MONUMENTED       CGS
 ST0334
 ST0334                          STATION DESCRIPTION
 ST0334
 ST0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0334'12.7 MI S FROM AUGUSTA.
 ST0334'9.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0334'AUGUSTA, THENCE 2.95 MILES SOUTHWEST ALONG A PRIVATE ROAD, THENCE 0.6
 ST0334'MILE SOUTHWEST ALONG A COUNTY ROAD, ON THE WEST SLOPE OF A HILL, IN
 ST0334'THE TOP OF AN OUTCROP, 132 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 ST0334'THE ROAD, 183 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 ST0334'SOUTHEAST, 133 1/2 FEET WEST-SOUTHWEST OF A POWER LINE POLE WITH A GUY
 ST0334'WIRE, 106 FEET SOUTH-SOUTHEAST OF A FENCE, 37.5 FEET SOUTH-SOUTHEAST
 ST0334'OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0353 ***********************************************************************
 ST0353  DESIGNATION -  H 236
 ST0353  PID         -  ST0353
 ST0353  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0353  USGS QUAD   -  JOHNSON MOUNTAIN (1962)
 ST0353
 ST0353                         *CURRENT SURVEY CONTROL
 ST0353  ___________________________________________________________________
 ST0353* NAD 83(1986)-  47 13 37.     (N)    112 19 09.     (W)     SCALED    
 ST0353* NAVD 88     -      1356.749  (meters)    4451.27   (feet)  ADJUSTED  
 ST0353  ___________________________________________________________________
 ST0353  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 ST0353  DYNAMIC HT  -        1356.539 (meters)    4450.58  (feet)  COMP
 ST0353  MODELED GRAV-     980,410.9   (mgal)                       NAVD 88
 ST0353
 ST0353  VERT ORDER  -  SECOND    CLASS 0
 ST0353
 ST0353.The horizontal coordinates were scaled from a topographic map and have
 ST0353.an estimated accuracy of +/- 6 seconds.
 ST0353
 ST0353.The orthometric height was determined by differential leveling
 ST0353.and adjusted by the National Geodetic Survey in June 1991..
 ST0353
 ST0353.The geoid height was determined by GEOID03.
 ST0353
 ST0353.The dynamic height is computed by dividing the NAVD 88
 ST0353.geopotential number by the normal gravity value computed on the
 ST0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0353.degrees latitude (g = 980.6199 gals.).
 ST0353
 ST0353.The modeled gravity was interpolated from observed gravity values.
 ST0353
 ST0353;                    North         East    Units  Estimated Accuracy
 ST0353;SPC MT       -   334,630.      386,670.      MT  (+/- 180 meters Scaled)
 ST0353
 ST0353                          SUPERSEDED SURVEY CONTROL
 ST0353
 ST0353  NGVD 29 (??/??/92) 1355.746  (m)         4447.98   (f) ADJ UNCH    2 0
 ST0353
 ST0353.Superseded values are not recommended for survey control.
 ST0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0353.See file dsdata.txt to determine how the superseded data were derived.
 ST0353
 ST0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT001312(NAD 83)
 ST0353_MARKER: DB = BENCH MARK DISK
 ST0353_SETTING: 66 = SET IN ROCK OUTCROP
 ST0353_SP_SET: OUTCROP
 ST0353_STAMPING: H 236 1961
 ST0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0353+STABILITY: POSITION/ELEVATION WELL
 ST0353
 ST0353  HISTORY     - Date     Condition        Report By
 ST0353  HISTORY     - 1961     MONUMENTED       CGS
 ST0353
 ST0353                          STATION DESCRIPTION
 ST0353
 ST0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0353'12.2 MI W FROM BOWMANS CORNER.
 ST0353'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0353'HIGHWAY 287 AT BOWMANS CORNER, THENCE 3.5 MILES NORTHWEST ALONG STATE
 ST0353'HIGHWAY 434, 142 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 ST0353'TOP OF A 2 BY 3 1/2 FOOT OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE
 ST0353'THE GROUND, ON THE EAST SIDE OF A KNOLL, 94 FEET SOUTH OF A FENCE, AND
 ST0353'ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1214 ***********************************************************************
 SS1214  DESIGNATION -  H 237
 SS1214  PID         -  SS1214
 SS1214  STATE/COUNTY-  MT/CASCADE
 SS1214  USGS QUAD   -  SUN RIVER (1983)
 SS1214
 SS1214                         *CURRENT SURVEY CONTROL
 SS1214  ___________________________________________________________________
 SS1214* NAD 83(1986)-  47 33 20.     (N)    111 45 00.     (W)     SCALED    
 SS1214* NAVD 88     -      1082.346  (meters)    3551.00   (feet)  ADJUSTED  
 SS1214  ___________________________________________________________________
 SS1214  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS1214  DYNAMIC HT  -        1082.262 (meters)    3550.72  (feet)  COMP
 SS1214  MODELED GRAV-     980,498.2   (mgal)                       NAVD 88
 SS1214
 SS1214  VERT ORDER  -  SECOND    CLASS 0
 SS1214
 SS1214.The horizontal coordinates were scaled from a topographic map and have
 SS1214.an estimated accuracy of +/- 6 seconds.
 SS1214
 SS1214.The orthometric height was determined by differential leveling
 SS1214.and adjusted by the National Geodetic Survey in June 1991..
 SS1214
 SS1214.The geoid height was determined by GEOID03.
 SS1214
 SS1214.The dynamic height is computed by dividing the NAVD 88
 SS1214.geopotential number by the normal gravity value computed on the
 SS1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1214.degrees latitude (g = 980.6199 gals.).
 SS1214
 SS1214.The modeled gravity was interpolated from observed gravity values.
 SS1214
 SS1214;                    North         East    Units  Estimated Accuracy
 SS1214;SPC MT       -   369,740.      430,770.      MT  (+/- 180 meters Scaled)
 SS1214
 SS1214                          SUPERSEDED SURVEY CONTROL
 SS1214
 SS1214  NGVD 29 (??/??/92) 1081.405  (m)         3547.91   (f) ADJ UNCH    2 0
 SS1214
 SS1214.Superseded values are not recommended for survey control.
 SS1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1214.See file dsdata.txt to determine how the superseded data were derived.
 SS1214
 SS1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT435671(NAD 83)
 SS1214_MARKER: DB = BENCH MARK DISK
 SS1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1214_STAMPING: H 237 1961
 SS1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1214+STABILITY: SURFACE MOTION
 SS1214
 SS1214  HISTORY     - Date     Condition        Report By
 SS1214  HISTORY     - 1961     MONUMENTED       CGS
 SS1214
 SS1214                          STATION DESCRIPTION
 SS1214
 SS1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1214'12.45 MI E FROM FAIRFIELD.
 SS1214'12.45 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1214'FAIRFIELD, AT THE CROSSING OF THE CHICAGO MILWAUKEE ST. PAUL PACIFIC
 SS1214'RAILWAY, 83 FEET WEST OF THE CENTER OF THE CROSSING, 36 FEET
 SS1214'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 161 FEET
 SS1214'WEST-SOUTHWEST OF AND ACROSS THE HIGHWAY AND RAILROAD FROM MILEPOLE
 SS1214'221, 15.0 FEET SOUTH OF THE SOUTH RAIL, 2.0 FEET NORTH-NORTHWEST OF A
 SS1214'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 SS1214'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0993 ***********************************************************************
 SS0993  DESIGNATION -  H 238
 SS0993  PID         -  SS0993
 SS0993  STATE/COUNTY-  MT/CASCADE
 SS0993  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0993
 SS0993                         *CURRENT SURVEY CONTROL
 SS0993  ___________________________________________________________________
 SS0993* NAD 83(1986)-  47 19 44.     (N)    111 46 22.     (W)     SCALED    
 SS0993* NAVD 88     -      1096.041  (meters)    3595.93   (feet)  ADJUSTED  
 SS0993  ___________________________________________________________________
 SS0993  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 SS0993  DYNAMIC HT  -        1095.934 (meters)    3595.58  (feet)  COMP
 SS0993  MODELED GRAV-     980,477.4   (mgal)                       NAVD 88
 SS0993
 SS0993  VERT ORDER  -  SECOND    CLASS 0
 SS0993
 SS0993.The horizontal coordinates were scaled from a topographic map and have
 SS0993.an estimated accuracy of +/- 6 seconds.
 SS0993
 SS0993.The orthometric height was determined by differential leveling
 SS0993.and adjusted by the National Geodetic Survey in June 1991..
 SS0993
 SS0993.The geoid height was determined by GEOID03.
 SS0993
 SS0993.The dynamic height is computed by dividing the NAVD 88
 SS0993.geopotential number by the normal gravity value computed on the
 SS0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0993.degrees latitude (g = 980.6199 gals.).
 SS0993
 SS0993.The modeled gravity was interpolated from observed gravity values.
 SS0993
 SS0993;                    North         East    Units  Estimated Accuracy
 SS0993;SPC MT       -   344,610.      428,330.      MT  (+/- 180 meters Scaled)
 SS0993
 SS0993                          SUPERSEDED SURVEY CONTROL
 SS0993
 SS0993  NGVD 29 (??/??/92) 1095.105  (m)         3592.86   (f) ADJ UNCH    2 0
 SS0993
 SS0993.Superseded values are not recommended for survey control.
 SS0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0993.See file dsdata.txt to determine how the superseded data were derived.
 SS0993
 SS0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT416420(NAD 83)
 SS0993_MARKER: DB = BENCH MARK DISK
 SS0993_SETTING: 66 = SET IN ROCK OUTCROP
 SS0993_SP_SET: OUTCROP
 SS0993_STAMPING: H 238 1961
 SS0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0993+STABILITY: POSITION/ELEVATION WELL
 SS0993
 SS0993  HISTORY     - Date     Condition        Report By
 SS0993  HISTORY     - 1961     MONUMENTED       CGS
 SS0993
 SS0993                          STATION DESCRIPTION
 SS0993
 SS0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0993'6.15 MI NW FROM CASCADE.
 SS0993'0.45 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0993'AT CASCADE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 5.5
 SS0993'MILES NORTHWEST ALONG A GRAVEL ROAD, 390 FEET NORTH OF THE CENTER LINE
 SS0993'OF THE ROAD, 40 1/2 FEET EAST OF THE CENTER LINE OF A TRACK FARM ROAD
 SS0993'LEADING NORTH, SET VERTICALLY IN THE SOUTH FACE OF AN OUTCROP WHICH
 SS0993'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 63 FEET EAST OF AND ACROSS THE
 SS0993'TRACK ROAD FROM A FENCE, 0.6 FOOT ABOVE THE GROUND, AND ABOUT 10 FEET
 SS0993'HIGHER THAN THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0887 ***********************************************************************
 SS0887  DESIGNATION -  H 239
 SS0887  PID         -  SS0887
 SS0887  STATE/COUNTY-  MT/CASCADE
 SS0887  USGS QUAD   -  CASCADE (1983)
 SS0887
 SS0887                         *CURRENT SURVEY CONTROL
 SS0887  ___________________________________________________________________
 SS0887* NAD 83(1986)-  47 19 42.     (N)    111 37 45.     (W)     SCALED    
 SS0887* NAVD 88     -      1023.216  (meters)    3357.00   (feet)  ADJUSTED  
 SS0887  ___________________________________________________________________
 SS0887  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 SS0887  DYNAMIC HT  -        1023.130 (meters)    3356.72  (feet)  COMP
 SS0887  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 SS0887
 SS0887  VERT ORDER  -  FIRST     CLASS II
 SS0887
 SS0887.The horizontal coordinates were scaled from a topographic map and have
 SS0887.an estimated accuracy of +/- 6 seconds.
 SS0887
 SS0887.The orthometric height was determined by differential leveling
 SS0887.and adjusted by the National Geodetic Survey in June 1991..
 SS0887.WARNING-Repeat measurements at this control monument indicate possible
 SS0887.vertical movement.
 SS0887
 SS0887.The geoid height was determined by GEOID03.
 SS0887
 SS0887.The dynamic height is computed by dividing the NAVD 88
 SS0887.geopotential number by the normal gravity value computed on the
 SS0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0887.degrees latitude (g = 980.6199 gals.).
 SS0887
 SS0887.The modeled gravity was interpolated from observed gravity values.
 SS0887
 SS0887;                    North         East    Units  Estimated Accuracy
 SS0887;SPC MT       -   344,240.      439,170.      MT  (+/- 180 meters Scaled)
 SS0887
 SS0887                          SUPERSEDED SURVEY CONTROL
 SS0887
 SS0887  NGVD 29 (??/??/92) 1022.402  (m)         3354.33   (f) ADJ UNCH    1 2
 SS0887
 SS0887.Superseded values are not recommended for survey control.
 SS0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0887.See file dsdata.txt to determine how the superseded data were derived.
 SS0887
 SS0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT524418(NAD 83)
 SS0887_MARKER: DB = BENCH MARK DISK
 SS0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0887_STAMPING: H 239 1961
 SS0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0887+STABILITY: SURFACE MOTION
 SS0887
 SS0887  HISTORY     - Date     Condition        Report By
 SS0887  HISTORY     - 1961     MONUMENTED       CGS
 SS0887  HISTORY     - 1979     GOOD             NGS
 SS0887
 SS0887                          STATION DESCRIPTION
 SS0887
 SS0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0887'5.35 MI NE FROM CASCADE.
 SS0887'5.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0887'AT CASCADE, AT MILEPOST 139, 25.0 FEET NORTHWEST OF THE NORTHWEST RAIL
 SS0887'OF THE TRACK, 52 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD,
 SS0887'13 FEET SOUTHEAST OF TELEPHONE POLE E 12, 12 1/2 FEET NORTHWEST OF THE
 SS0887'MILEPOST, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SS0887'ROAD AND TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SS0887'FOOT ABOVE THE GROUND.
 SS0887
 SS0887                          STATION RECOVERY (1979)
 SS0887
 SS0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0887'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0711 ***********************************************************************
 SS0711  DESIGNATION -  H 240
 SS0711  PID         -  SS0711
 SS0711  STATE/COUNTY-  MT/CASCADE
 SS0711  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0711
 SS0711                         *CURRENT SURVEY CONTROL
 SS0711  ___________________________________________________________________
 SS0711* NAD 83(1986)-  47 26 20.     (N)    111 23 47.     (W)     SCALED    
 SS0711* NAVD 88     -      1031.181  (meters)    3383.13   (feet)  ADJUSTED  
 SS0711  ___________________________________________________________________
 SS0711  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS0711  DYNAMIC HT  -        1031.092 (meters)    3382.84  (feet)  COMP
 SS0711  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 SS0711
 SS0711  VERT ORDER  -  FIRST     CLASS II
 SS0711
 SS0711.The horizontal coordinates were scaled from a topographic map and have
 SS0711.an estimated accuracy of +/- 6 seconds.
 SS0711
 SS0711.The orthometric height was determined by differential leveling
 SS0711.and adjusted by the National Geodetic Survey in June 1991..
 SS0711
 SS0711.The geoid height was determined by GEOID03.
 SS0711
 SS0711.The dynamic height is computed by dividing the NAVD 88
 SS0711.geopotential number by the normal gravity value computed on the
 SS0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0711.degrees latitude (g = 980.6199 gals.).
 SS0711
 SS0711.The modeled gravity was interpolated from observed gravity values.
 SS0711
 SS0711;                    North         East    Units  Estimated Accuracy
 SS0711;SPC MT       -   356,070.      457,050.      MT  (+/- 180 meters Scaled)
 SS0711
 SS0711                          SUPERSEDED SURVEY CONTROL
 SS0711
 SS0711  NGVD 29 (??/??/92) 1030.256  (m)         3380.10   (f) ADJ UNCH    1 2
 SS0711
 SS0711.Superseded values are not recommended for survey control.
 SS0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0711.See file dsdata.txt to determine how the superseded data were derived.
 SS0711
 SS0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT701540(NAD 83)
 SS0711_MARKER: DB = BENCH MARK DISK
 SS0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0711_STAMPING: H 240 1961
 SS0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0711+STABILITY: SURFACE MOTION
 SS0711
 SS0711  HISTORY     - Date     Condition        Report By
 SS0711  HISTORY     - 1961     MONUMENTED       CGS
 SS0711
 SS0711                          STATION DESCRIPTION
 SS0711
 SS0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0711'5.95 MI E FROM ULM.
 SS0711'5.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS0711'ULM, ABOUT MIDWAY BETWEEN A PRIVATE ROAD CROSSING AND MILEPOST 124,
 SS0711'43.0 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 6 FEET
 SS0711'EAST-SOUTHEAST OF THE SEVENTH POLE EAST-SOUTHEAST OF THE MILEPOST, 17
 SS0711'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 5 FEET
 SS0711'SOUTH-SOUTHWEST OF A FENCE, 1.5 FEET WEST-NORTHWEST OF A WITNESS POST,
 SS0711'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SS0711'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1081 ***********************************************************************
 SS1081  DESIGNATION -  H 241
 SS1081  PID         -  SS1081
 SS1081  STATE/COUNTY-  MT/TETON
 SS1081  USGS QUAD   -  DUTTON (1987)
 SS1081
 SS1081                         *CURRENT SURVEY CONTROL
 SS1081  ___________________________________________________________________
 SS1081* NAD 83(1986)-  47 45 38.     (N)    111 40 45.     (W)     SCALED    
 SS1081* NAVD 88     -      1130.064  (meters)    3707.55   (feet)  ADJUSTED  
 SS1081  ___________________________________________________________________
 SS1081  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1081  DYNAMIC HT  -        1129.999 (meters)    3707.34  (feet)  COMP
 SS1081  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 SS1081
 SS1081  VERT ORDER  -  FIRST     CLASS II
 SS1081
 SS1081.The horizontal coordinates were scaled from a topographic map and have
 SS1081.an estimated accuracy of +/- 6 seconds.
 SS1081
 SS1081.The orthometric height was determined by differential leveling
 SS1081.and adjusted by the National Geodetic Survey in June 1991..
 SS1081
 SS1081.The geoid height was determined by GEOID03.
 SS1081
 SS1081.The dynamic height is computed by dividing the NAVD 88
 SS1081.geopotential number by the normal gravity value computed on the
 SS1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1081.degrees latitude (g = 980.6199 gals.).
 SS1081
 SS1081.The modeled gravity was interpolated from observed gravity values.
 SS1081
 SS1081;                    North         East    Units  Estimated Accuracy
 SS1081;SPC MT       -   392,360.      436,730.      MT  (+/- 180 meters Scaled)
 SS1081
 SS1081                          SUPERSEDED SURVEY CONTROL
 SS1081
 SS1081  NGVD 29 (??/??/92) 1129.125  (m)         3704.47   (f) ADJ UNCH    1 2
 SS1081
 SS1081.Superseded values are not recommended for survey control.
 SS1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1081.See file dsdata.txt to determine how the superseded data were derived.
 SS1081
 SS1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT491899(NAD 83)
 SS1081_MARKER: DB = BENCH MARK DISK
 SS1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1081_STAMPING: H 241 1961
 SS1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1081+STABILITY: SURFACE MOTION
 SS1081
 SS1081  HISTORY     - Date     Condition        Report By
 SS1081  HISTORY     - 1961     MONUMENTED       CGS
 SS1081
 SS1081                          STATION DESCRIPTION
 SS1081
 SS1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1081'3.3 MI N FROM POWER.
 SS1081'3.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1081'POWER, IN LINE WITH A ROW OF TELEPHONE POLES, 92 FEET WEST-NORTHWEST
 SS1081'OF AND ACROSS THE TRACK FROM MILEPOST 30, 73 FEET WEST-NORTHWEST OF
 SS1081'THE WEST-NORTHWEST RAIL, 23 FEET EAST-SOUTHEAST OF A FENCE, 6 1/2 FEET
 SS1081'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET NORTH OF A WITNESS POST,
 SS1081'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 SS1081'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0514 ***********************************************************************
 SS0514  DESIGNATION -  H 242
 SS0514  PID         -  SS0514
 SS0514  STATE/COUNTY-  MT/CASCADE
 SS0514  USGS QUAD   -  ARMINGTON (1982)
 SS0514
 SS0514                         *CURRENT SURVEY CONTROL
 SS0514  ___________________________________________________________________
 SS0514* NAD 83(1986)-  47 18 23.     (N)    110 59 56.     (W)     SCALED    
 SS0514* NAVD 88     -      1349.792  (meters)    4428.44   (feet)  ADJUSTED  
 SS0514  ___________________________________________________________________
 SS0514  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 SS0514  DYNAMIC HT  -        1349.621 (meters)    4427.88  (feet)  COMP
 SS0514  MODELED GRAV-     980,438.3   (mgal)                       NAVD 88
 SS0514
 SS0514  VERT ORDER  -  SECOND    CLASS 0
 SS0514
 SS0514.The horizontal coordinates were scaled from a topographic map and have
 SS0514.an estimated accuracy of +/- 6 seconds.
 SS0514
 SS0514.The orthometric height was determined by differential leveling
 SS0514.and adjusted by the National Geodetic Survey in June 1991..
 SS0514
 SS0514.The geoid height was determined by GEOID03.
 SS0514
 SS0514.The dynamic height is computed by dividing the NAVD 88
 SS0514.geopotential number by the normal gravity value computed on the
 SS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0514.degrees latitude (g = 980.6199 gals.).
 SS0514
 SS0514.The modeled gravity was interpolated from observed gravity values.
 SS0514
 SS0514;                    North         East    Units  Estimated Accuracy
 SS0514;SPC MT       -   340,700.      486,730.      MT  (+/- 180 meters Scaled)
 SS0514
 SS0514                          SUPERSEDED SURVEY CONTROL
 SS0514
 SS0514  NGVD 29 (??/??/92) 1348.834  (m)         4425.30   (f) ADJ UNCH    2 0
 SS0514
 SS0514.Superseded values are not recommended for survey control.
 SS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0514.See file dsdata.txt to determine how the superseded data were derived.
 SS0514
 SS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT000392(NAD 83)
 SS0514_MARKER: DB = BENCH MARK DISK
 SS0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0514_STAMPING: H 242 1961
 SS0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0514+STABILITY: SURFACE MOTION
 SS0514
 SS0514  HISTORY     - Date     Condition        Report By
 SS0514  HISTORY     - 1961     MONUMENTED       CGS
 SS0514
 SS0514                          STATION DESCRIPTION
 SS0514
 SS0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0514'7.55 MI SW FROM BELT.
 SS0514'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0514'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0514'0.55 MILES WEST ALONG A COUNTY ROAD, 44 FEET NORTH OF THE CENTER LINE
 SS0514'OF THE ROAD, 13 FEET WEST OF THE CENTER LINE OF A DRIVEWAY NORTH TO A
 SS0514'HOUSE, 46 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 SS0514'DRIVEWAY, 3 FEET SOUTHWEST OF THE WEST GATE POST OF A GATE, 1.0 FOOT
 SS0514'SOUTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 SS0514'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS0514'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1166 ***********************************************************************
 SS1166  DESIGNATION -  H 243
 SS1166  PID         -  SS1166
 SS1166  STATE/COUNTY-  MT/TETON
 SS1166  USGS QUAD   -  VAUGHN NE (1994)
 SS1166
 SS1166                         *CURRENT SURVEY CONTROL
 SS1166  ___________________________________________________________________
 SS1166* NAD 83(1986)-  47 42 48.     (N)    111 37 15.     (W)     SCALED    
 SS1166* NAVD 88     -      1132.506  (meters)    3715.56   (feet)  ADJUSTED  
 SS1166  ___________________________________________________________________
 SS1166  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SS1166  DYNAMIC HT  -        1132.435 (meters)    3715.33  (feet)  COMP
 SS1166  MODELED GRAV-     980,510.4   (mgal)                       NAVD 88
 SS1166
 SS1166  VERT ORDER  -  FIRST     CLASS II
 SS1166
 SS1166.The horizontal coordinates were scaled from a topographic map and have
 SS1166.an estimated accuracy of +/- 6 seconds.
 SS1166
 SS1166.The orthometric height was determined by differential leveling
 SS1166.and adjusted by the National Geodetic Survey in June 1991..
 SS1166
 SS1166.The geoid height was determined by GEOID03.
 SS1166
 SS1166.The dynamic height is computed by dividing the NAVD 88
 SS1166.geopotential number by the normal gravity value computed on the
 SS1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1166.degrees latitude (g = 980.6199 gals.).
 SS1166
 SS1166.The modeled gravity was interpolated from observed gravity values.
 SS1166
 SS1166;                    North         East    Units  Estimated Accuracy
 SS1166;SPC MT       -   386,990.      440,960.      MT  (+/- 180 meters Scaled)
 SS1166
 SS1166                          SUPERSEDED SURVEY CONTROL
 SS1166
 SS1166  NGVD 29 (??/??/92) 1131.574  (m)         3712.51   (f) ADJ UNCH    1 2
 SS1166
 SS1166.Superseded values are not recommended for survey control.
 SS1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1166.See file dsdata.txt to determine how the superseded data were derived.
 SS1166
 SS1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT534846(NAD 83)
 SS1166_MARKER: DB = BENCH MARK DISK
 SS1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1166_STAMPING: H 243 1961
 SS1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1166+STABILITY: SURFACE MOTION
 SS1166
 SS1166  HISTORY     - Date     Condition        Report By
 SS1166  HISTORY     - 1961     MONUMENTED       CGS
 SS1166  HISTORY     - 1979     GOOD             NGS
 SS1166
 SS1166                          STATION DESCRIPTION
 SS1166
 SS1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1166'3.1 MI E FROM POWER.
 SS1166'3.1 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS1166'STATION AT POWER, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 15 1/2
 SS1166'FEET EAST OF THE CENTER OF A GATE, 5 1/2 FEET EAST-SOUTHEAST OF AN
 SS1166'EAST GATE POST, 2.0 FEET WEST OF A WITNESS POST, 1.5 FEET SOUTH OF A
 SS1166'FENCE, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SS1166'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SS1166
 SS1166                          STATION RECOVERY (1979)
 SS1166
 SS1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0934 ***********************************************************************
 SS0934  DESIGNATION -  H 244
 SS0934  PID         -  SS0934
 SS0934  STATE/COUNTY-  MT/CASCADE
 SS0934  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0934
 SS0934                         *CURRENT SURVEY CONTROL
 SS0934  ___________________________________________________________________
 SS0934* NAD 83(1986)-  47 09 17.     (N)    111 30 50.     (W)     SCALED    
 SS0934* NAVD 88     -      1229.561  (meters)    4033.98   (feet)  ADJUSTED  
 SS0934  ___________________________________________________________________
 SS0934  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SS0934  DYNAMIC HT  -        1229.388 (meters)    4033.42  (feet)  COMP
 SS0934  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 SS0934
 SS0934  VERT ORDER  -  SECOND    CLASS 0
 SS0934
 SS0934.The horizontal coordinates were scaled from a topographic map and have
 SS0934.an estimated accuracy of +/- 6 seconds.
 SS0934
 SS0934.The orthometric height was determined by differential leveling
 SS0934.and adjusted by the National Geodetic Survey in June 1991..
 SS0934
 SS0934.The geoid height was determined by GEOID03.
 SS0934
 SS0934.The dynamic height is computed by dividing the NAVD 88
 SS0934.geopotential number by the normal gravity value computed on the
 SS0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0934.degrees latitude (g = 980.6199 gals.).
 SS0934
 SS0934.The modeled gravity was interpolated from observed gravity values.
 SS0934
 SS0934;                    North         East    Units  Estimated Accuracy
 SS0934;SPC MT       -   324,730.      447,380.      MT  (+/- 180 meters Scaled)
 SS0934
 SS0934                          SUPERSEDED SURVEY CONTROL
 SS0934
 SS0934  NGVD 29 (??/??/92) 1228.595  (m)         4030.82   (f) ADJ UNCH    2 0
 SS0934
 SS0934.Superseded values are not recommended for survey control.
 SS0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0934.See file dsdata.txt to determine how the superseded data were derived.
 SS0934
 SS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT610224(NAD 83)
 SS0934_MARKER: DB = BENCH MARK DISK
 SS0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0934_STAMPING: H 244 1961
 SS0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0934+STABILITY: SURFACE MOTION
 SS0934
 SS0934  HISTORY     - Date     Condition        Report By
 SS0934  HISTORY     - 1961     MONUMENTED       CGS
 SS0934
 SS0934                          STATION DESCRIPTION
 SS0934
 SS0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0934'7.9 MI SW FROM SPANISH COULEE SCHOOL.
 SS0934'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0934'THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, THENCE 5.2 MILES SOUTHWEST
 SS0934'ALONG A TRACK FIELD ROAD, AT THE J.A. ZORZE RANCH, 21 FEET
 SS0934'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 39 FEET NORTHWEST OF
 SS0934'THE NORTHEAST CORNER OF THE GARAGE, 2.0 FEET NORTHEAST OF A FENCE, 1.5
 SS0934'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 SS0934'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS0934'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1160 ***********************************************************************
 SS1160  DESIGNATION -  H 245
 SS1160  PID         -  SS1160
 SS1160  STATE/COUNTY-  MT/TETON
 SS1160  USGS QUAD   -  DUTTON SE (1987)
 SS1160
 SS1160                         *CURRENT SURVEY CONTROL
 SS1160  ___________________________________________________________________
 SS1160* NAD 83(1986)-  47 45 22.     (N)    111 33 30.     (W)     SCALED    
 SS1160* NAVD 88     -      1159.196  (meters)    3803.13   (feet)  ADJUSTED  
 SS1160  ___________________________________________________________________
 SS1160  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SS1160  DYNAMIC HT  -        1159.132 (meters)    3802.92  (feet)  COMP
 SS1160  MODELED GRAV-     980,517.4   (mgal)                       NAVD 88
 SS1160
 SS1160  VERT ORDER  -  SECOND    CLASS 0
 SS1160
 SS1160.The horizontal coordinates were scaled from a topographic map and have
 SS1160.an estimated accuracy of +/- 6 seconds.
 SS1160
 SS1160.The orthometric height was determined by differential leveling
 SS1160.and adjusted by the National Geodetic Survey in June 1991..
 SS1160
 SS1160.The geoid height was determined by GEOID03.
 SS1160
 SS1160.The dynamic height is computed by dividing the NAVD 88
 SS1160.geopotential number by the normal gravity value computed on the
 SS1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1160.degrees latitude (g = 980.6199 gals.).
 SS1160
 SS1160.The modeled gravity was interpolated from observed gravity values.
 SS1160
 SS1160;                    North         East    Units  Estimated Accuracy
 SS1160;SPC MT       -   391,620.      445,770.      MT  (+/- 180 meters Scaled)
 SS1160
 SS1160                          SUPERSEDED SURVEY CONTROL
 SS1160
 SS1160  NGVD 29 (??/??/92) 1158.268  (m)         3800.08   (f) ADJ UNCH    2 0
 SS1160
 SS1160.Superseded values are not recommended for survey control.
 SS1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1160.See file dsdata.txt to determine how the superseded data were derived.
 SS1160
 SS1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT581893(NAD 83)
 SS1160_MARKER: DB = BENCH MARK DISK
 SS1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1160_STAMPING: H 245 1961
 SS1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1160+STABILITY: SURFACE MOTION
 SS1160
 SS1160  HISTORY     - Date     Condition        Report By
 SS1160  HISTORY     - 1961     MONUMENTED       CGS
 SS1160
 SS1160                          STATION DESCRIPTION
 SS1160
 SS1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1160'9.4 MI E FROM POWER.
 SS1160'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS1160'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, AT THE
 SS1160'INTERSECTION OF AN EAST-WEST COUNTY ROAD, 46 FEET NORTHWEST OF THE
 SS1160'CENTER OF THE INTERSECTION, 30 FEET WEST OF THE CENTER LINE OF THE
 SS1160'ROAD, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 6 1/2 FEET
 SS1160'NORTHWEST OF A POWER LINE POLE, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 SS1160'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS1160'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0682 ***********************************************************************
 SS0682  DESIGNATION -  H 246
 SS0682  PID         -  SS0682
 SS0682  STATE/COUNTY-  MT/TETON
 SS0682  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0682
 SS0682                         *CURRENT SURVEY CONTROL
 SS0682  ___________________________________________________________________
 SS0682* NAD 83(1986)-  47 50 33.     (N)    111 25 43.     (W)     SCALED    
 SS0682* NAVD 88     -      1085.064  (meters)    3559.91   (feet)  ADJUSTED  
 SS0682  ___________________________________________________________________
 SS0682  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 SS0682  DYNAMIC HT  -        1085.038 (meters)    3559.83  (feet)  COMP
 SS0682  MODELED GRAV-     980,550.5   (mgal)                       NAVD 88
 SS0682
 SS0682  VERT ORDER  -  SECOND    CLASS 0
 SS0682
 SS0682.The horizontal coordinates were scaled from a topographic map and have
 SS0682.an estimated accuracy of +/- 6 seconds.
 SS0682
 SS0682.The orthometric height was determined by differential leveling
 SS0682.and adjusted by the National Geodetic Survey in June 1991..
 SS0682
 SS0682.The geoid height was determined by GEOID03.
 SS0682
 SS0682.The dynamic height is computed by dividing the NAVD 88
 SS0682.geopotential number by the normal gravity value computed on the
 SS0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0682.degrees latitude (g = 980.6199 gals.).
 SS0682
 SS0682.The modeled gravity was interpolated from observed gravity values.
 SS0682
 SS0682;                    North         East    Units  Estimated Accuracy
 SS0682;SPC MT       -   400,970.      455,730.      MT  (+/- 180 meters Scaled)
 SS0682
 SS0682                          SUPERSEDED SURVEY CONTROL
 SS0682
 SS0682  NGVD 29 (??/??/92) 1084.156  (m)         3556.94   (f) ADJ UNCH    2 0
 SS0682
 SS0682.Superseded values are not recommended for survey control.
 SS0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0682.See file dsdata.txt to determine how the superseded data were derived.
 SS0682
 SS0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT679988(NAD 83)
 SS0682_MARKER: DB = BENCH MARK DISK
 SS0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0682_STAMPING: H 246 1961
 SS0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0682+STABILITY: SURFACE MOTION
 SS0682
 SS0682  HISTORY     - Date     Condition        Report By
 SS0682  HISTORY     - 1961     MONUMENTED       CGS
 SS0682
 SS0682                          STATION DESCRIPTION
 SS0682
 SS0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0682'13.95 MI E FROM DUTTON.
 SS0682'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0682'AT DUTTON, THENCE 13.6 MILES EAST ALONG A COUNTY ROAD, ON THE OUTSIDE
 SS0682'OF A CURVE, NEAR THE CREST OF A HILL, AT THE JUNCTION OF A PRIVATE
 SS0682'DRIVEWAY LEADING NORTH, 51 FEET NORTHEAST OF THE CENTER LINE OF THE
 SS0682'ROAD, 29 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 2.0 FEET SOUTH
 SS0682'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 SS0682'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1030 ***********************************************************************
 SS1030  DESIGNATION -  H 247
 SS1030  PID         -  SS1030
 SS1030  STATE/COUNTY-  MT/CASCADE
 SS1030  USGS QUAD   -  SIMMS (1983)
 SS1030
 SS1030                         *CURRENT SURVEY CONTROL
 SS1030  ___________________________________________________________________
 SS1030* NAD 83(1986)-  47 27 06.     (N)    111 58 57.     (W)     SCALED    
 SS1030* NAVD 88     -      1222.227  (meters)    4009.92   (feet)  ADJUSTED  
 SS1030  ___________________________________________________________________
 SS1030  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 SS1030  DYNAMIC HT  -        1222.088 (meters)    4009.47  (feet)  COMP
 SS1030  MODELED GRAV-     980,456.8   (mgal)                       NAVD 88
 SS1030
 SS1030  VERT ORDER  -  SECOND    CLASS 0
 SS1030
 SS1030.The horizontal coordinates were scaled from a topographic map and have
 SS1030.an estimated accuracy of +/- 6 seconds.
 SS1030
 SS1030.The orthometric height was determined by differential leveling
 SS1030.and adjusted by the National Geodetic Survey in June 1991..
 SS1030
 SS1030.The geoid height was determined by GEOID03.
 SS1030
 SS1030.The dynamic height is computed by dividing the NAVD 88
 SS1030.geopotential number by the normal gravity value computed on the
 SS1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1030.degrees latitude (g = 980.6199 gals.).
 SS1030
 SS1030.The modeled gravity was interpolated from observed gravity values.
 SS1030
 SS1030;                    North         East    Units  Estimated Accuracy
 SS1030;SPC MT       -   358,730.      412,930.      MT  (+/- 180 meters Scaled)
 SS1030
 SS1030                          SUPERSEDED SURVEY CONTROL
 SS1030
 SS1030  NGVD 29 (??/??/92) 1221.255  (m)         4006.73   (f) ADJ UNCH    2 0
 SS1030
 SS1030.Superseded values are not recommended for survey control.
 SS1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1030.See file dsdata.txt to determine how the superseded data were derived.
 SS1030
 SS1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT259558(NAD 83)
 SS1030_MARKER: DB = BENCH MARK DISK
 SS1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1030_STAMPING: H 247 1961
 SS1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1030+STABILITY: SURFACE MOTION
 SS1030
 SS1030  HISTORY     - Date     Condition        Report By
 SS1030  HISTORY     - 1961     MONUMENTED       CGS
 SS1030
 SS1030                          STATION DESCRIPTION
 SS1030
 SS1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1030'3.7 MI SW FROM SIMMS.
 SS1030'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1030'HIGHWAY 21 AT SIMMS, ON THE NORTHWEST SLOPE OF A HILL, 68 FEET
 SS1030'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 42.5 FEET SOUTH-SOUTHEAST
 SS1030'OF THE SOUTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 2.5
 SS1030'FEET NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, ABOUT
 SS1030'3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SS1030'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0304 ***********************************************************************
 ST0304  DESIGNATION -  H 248
 ST0304  PID         -  ST0304
 ST0304  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0304  USGS QUAD   -  BOWMANS CORNERS NW (1963)
 ST0304
 ST0304                         *CURRENT SURVEY CONTROL
 ST0304  ___________________________________________________________________
 ST0304* NAD 83(1986)-  47 24 57.     (N)    112 07 55.     (W)     SCALED    
 ST0304* NAVD 88     -      1187.734  (meters)    3896.76   (feet)  ADJUSTED  
 ST0304  ___________________________________________________________________
 ST0304  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 ST0304  DYNAMIC HT  -        1187.585 (meters)    3896.27  (feet)  COMP
 ST0304  MODELED GRAV-     980,446.7   (mgal)                       NAVD 88
 ST0304
 ST0304  VERT ORDER  -  SECOND    CLASS 0
 ST0304
 ST0304.The horizontal coordinates were scaled from a topographic map and have
 ST0304.an estimated accuracy of +/- 6 seconds.
 ST0304
 ST0304.The orthometric height was determined by differential leveling
 ST0304.and adjusted by the National Geodetic Survey in June 1991..
 ST0304
 ST0304.The geoid height was determined by GEOID03.
 ST0304
 ST0304.The dynamic height is computed by dividing the NAVD 88
 ST0304.geopotential number by the normal gravity value computed on the
 ST0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0304.degrees latitude (g = 980.6199 gals.).
 ST0304
 ST0304.The modeled gravity was interpolated from observed gravity values.
 ST0304
 ST0304;                    North         East    Units  Estimated Accuracy
 ST0304;SPC MT       -   355,120.      401,540.      MT  (+/- 180 meters Scaled)
 ST0304
 ST0304                          SUPERSEDED SURVEY CONTROL
 ST0304
 ST0304  NGVD 29 (??/??/92) 1186.748  (m)         3893.52   (f) ADJ UNCH    2 0
 ST0304
 ST0304.Superseded values are not recommended for survey control.
 ST0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0304.See file dsdata.txt to determine how the superseded data were derived.
 ST0304
 ST0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT146519(NAD 83)
 ST0304_MARKER: DB = BENCH MARK DISK
 ST0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0304_STAMPING: H 248 1961
 ST0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0304+STABILITY: SURFACE MOTION
 ST0304
 ST0304  HISTORY     - Date     Condition        Report By
 ST0304  HISTORY     - 1961     MONUMENTED       CGS
 ST0304
 ST0304                          STATION DESCRIPTION
 ST0304
 ST0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0304'17.25 MI SW FROM SIMMS.
 ST0304'10.5 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0304'HIGHWAY 20 AT SIMMS, THENCE 6.75 MILES SOUTH ALONG A COUNTY ROAD, 0.5
 ST0304'MILE NORTH AND 0.55 MILES WEST OF BENCH MARK N 248, 15.0 MILES NORTH
 ST0304'OF BOWMANS CORNER, 24 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 ST0304'1.9 FEET EAST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT 1
 ST0304'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0304'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0609 ***********************************************************************
 SS0609  DESIGNATION -  H 249
 SS0609  PID         -  SS0609
 SS0609  STATE/COUNTY-  MT/CASCADE
 SS0609  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0609
 SS0609                         *CURRENT SURVEY CONTROL
 SS0609  ___________________________________________________________________
 SS0609* NAD 83(1986)-  47 39 16.     (N)    111 28 28.     (W)     SCALED    
 SS0609* NAVD 88     -      1154.492  (meters)    3787.70   (feet)  ADJUSTED  
 SS0609  ___________________________________________________________________
 SS0609  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 SS0609  DYNAMIC HT  -        1154.432 (meters)    3787.50  (feet)  COMP
 SS0609  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 SS0609
 SS0609  VERT ORDER  -  SECOND    CLASS 0
 SS0609
 SS0609.The horizontal coordinates were scaled from a topographic map and have
 SS0609.an estimated accuracy of +/- 6 seconds.
 SS0609
 SS0609.The orthometric height was determined by differential leveling
 SS0609.and adjusted by the National Geodetic Survey in June 1991..
 SS0609
 SS0609.The geoid height was determined by GEOID03.
 SS0609
 SS0609.The dynamic height is computed by dividing the NAVD 88
 SS0609.geopotential number by the normal gravity value computed on the
 SS0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0609.degrees latitude (g = 980.6199 gals.).
 SS0609
 SS0609.The modeled gravity was interpolated from observed gravity values.
 SS0609
 SS0609;                    North         East    Units  Estimated Accuracy
 SS0609;SPC MT       -   380,160.      451,770.      MT  (+/- 180 meters Scaled)
 SS0609
 SS0609                          SUPERSEDED SURVEY CONTROL
 SS0609
 SS0609  NGVD 29 (??/??/92) 1153.577  (m)         3784.69   (f) ADJ UNCH    2 0
 SS0609
 SS0609.Superseded values are not recommended for survey control.
 SS0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0609.See file dsdata.txt to determine how the superseded data were derived.
 SS0609
 SS0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT643780(NAD 83)
 SS0609_MARKER: DB = BENCH MARK DISK
 SS0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0609_STAMPING: H 249 1961
 SS0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0609+STABILITY: SURFACE MOTION
 SS0609
 SS0609  HISTORY     - Date     Condition        Report By
 SS0609  HISTORY     - 1961     MONUMENTED       CGS
 SS0609
 SS0609                          STATION DESCRIPTION
 SS0609
 SS0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0609'4.5 MI NE FROM NEUMAN SCHOOL.
 SS0609'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS0609'MILE NORTH ALONG A COUNTY ROAD, THENCE 3.0 MILES EAST ALONG A COUNTY
 SS0609'ROAD, 55 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A COUNTY ROAD
 SS0609'LEADING SOUTH, 33 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 35
 SS0609'FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 2.0 FEET
 SS0609'EAST-NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SS0609'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0051 ***********************************************************************
 TH0051  DESIGNATION -  H 250
 TH0051  PID         -  TH0051
 TH0051  STATE/COUNTY-  MT/ROOSEVELT
 TH0051  USGS QUAD   -  RED BANK CREEK (1989)
 TH0051
 TH0051                         *CURRENT SURVEY CONTROL
 TH0051  ___________________________________________________________________
 TH0051* NAD 83(1986)-  48 14 27.     (N)    104 05 12.     (W)     SCALED    
 TH0051* NAVD 88     -       734.239  (meters)    2408.92   (feet)  ADJUSTED  
 TH0051  ___________________________________________________________________
 TH0051  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TH0051  DYNAMIC HT  -         734.317 (meters)    2409.17  (feet)  COMP
 TH0051  MODELED GRAV-     980,693.5   (mgal)                       NAVD 88
 TH0051
 TH0051  VERT ORDER  -  SECOND    CLASS 0
 TH0051
 TH0051.The horizontal coordinates were scaled from a topographic map and have
 TH0051.an estimated accuracy of +/- 6 seconds.
 TH0051
 TH0051.The orthometric height was determined by differential leveling
 TH0051.and adjusted by the National Geodetic Survey in June 1991..
 TH0051
 TH0051.The geoid height was determined by GEOID03.
 TH0051
 TH0051.The dynamic height is computed by dividing the NAVD 88
 TH0051.geopotential number by the normal gravity value computed on the
 TH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0051.degrees latitude (g = 980.6199 gals.).
 TH0051
 TH0051.The modeled gravity was interpolated from observed gravity values.
 TH0051
 TH0051;                    North         East    Units  Estimated Accuracy
 TH0051;SPC MT       -   457,350.    1,001,620.      MT  (+/- 180 meters Scaled)
 TH0051
 TH0051                          SUPERSEDED SURVEY CONTROL
 TH0051
 TH0051  NGVD 29 (??/??/92)  733.691  (m)         2407.12   (f) ADJ UNCH    2 0
 TH0051
 TH0051.Superseded values are not recommended for survey control.
 TH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0051.See file dsdata.txt to determine how the superseded data were derived.
 TH0051
 TH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP678434(NAD 83)
 TH0051_MARKER: DB = BENCH MARK DISK
 TH0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0051_STAMPING: H-250 1935
 TH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0051+STABILITY: SURFACE MOTION
 TH0051
 TH0051  HISTORY     - Date     Condition        Report By
 TH0051  HISTORY     - 1935     MONUMENTED       CGS
 TH0051  HISTORY     - 1974     MARK NOT FOUND   USGS
 TH0051
 TH0051                          STATION DESCRIPTION
 TH0051
 TH0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0051'16.3 MI N FROM BAINVILLE.
 TH0051'16.3 N. OF DEPOT ALONG A NORTH-SOUTH ROAD PARALLELING, 1.9 MILES WEST
 TH0051'OF THE MONTANA-NORTH DAKOTA LINE, BETWEEN SECS. 29 AND 30, T-29, R-59.
 TH0051'1.2 MILES SOUTH OF POINT WHERE NORTH-SOUTH ROAD FORMS T-ROAD SOUTH
 TH0051'WITH JUNCTION OF EAST-WEST ROAD.  SET AT BOTTOM OF VALLEY AT JUNCTION
 TH0051'OF PRIVATE T-ROAD EAST TO SINGLE STORY FARM HOUSE.  105 FEET SOUTH
 TH0051'WEST OF SOUTH WEST CORNER OF HOUSE, 24 FEET EAST OF CENTERLINE OF
 TH0051'ROAD.  7 FEET SOUTH, THENCE 2 FEET WEST OF CORNER POST OF CORRAL FENCE
 TH0051'AND R.O.W. FENCE.  AT ROAD LEVEL.
 TH0051
 TH0051                          STATION RECOVERY (1974)
 TH0051
 TH0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TH0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0231 ***********************************************************************
 SP0231  DESIGNATION -  H 252
 SP0231  PID         -  SP0231
 SP0231  STATE/COUNTY-  MT/MCCONE
 SP0231  USGS QUAD   -  NORTH FORK HORSE CREEK (1983)
 SP0231
 SP0231                         *CURRENT SURVEY CONTROL
 SP0231  ___________________________________________________________________
 SP0231* NAD 83(1986)-  47 36 05.     (N)    105 50 36.     (W)     SCALED    
 SP0231* NAVD 88     -       784.956  (meters)    2575.31   (feet)  ADJUSTED  
 SP0231  ___________________________________________________________________
 SP0231  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 SP0231  DYNAMIC HT  -         784.985 (meters)    2575.41  (feet)  COMP
 SP0231  MODELED GRAV-     980,623.1   (mgal)                       NAVD 88
 SP0231
 SP0231  VERT ORDER  -  SECOND    CLASS 0
 SP0231
 SP0231.The horizontal coordinates were scaled from a topographic map and have
 SP0231.an estimated accuracy of +/- 6 seconds.
 SP0231
 SP0231.The orthometric height was determined by differential leveling
 SP0231.and adjusted by the National Geodetic Survey in June 1991..
 SP0231
 SP0231.The geoid height was determined by GEOID03.
 SP0231
 SP0231.The dynamic height is computed by dividing the NAVD 88
 SP0231.geopotential number by the normal gravity value computed on the
 SP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0231.degrees latitude (g = 980.6199 gals.).
 SP0231
 SP0231.The modeled gravity was interpolated from observed gravity values.
 SP0231
 SP0231;                    North         East    Units  Estimated Accuracy
 SP0231;SPC MT       -   378,810.      874,720.      MT  (+/- 180 meters Scaled)
 SP0231
 SP0231                          SUPERSEDED SURVEY CONTROL
 SP0231
 SP0231  NGVD 29 (??/??/92)  784.337  (m)         2573.28   (f) ADJ UNCH    2 0
 SP0231
 SP0231.Superseded values are not recommended for survey control.
 SP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0231.See file dsdata.txt to determine how the superseded data were derived.
 SP0231
 SP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN366723(NAD 83)
 SP0231_MARKER: DB = BENCH MARK DISK
 SP0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0231_STAMPING: H 252 1935
 SP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0231+STABILITY: SURFACE MOTION
 SP0231
 SP0231  HISTORY     - Date     Condition        Report By
 SP0231  HISTORY     - 1935     MONUMENTED       CGS
 SP0231  HISTORY     - 1977     GOOD             USGS
 SP0231
 SP0231                          STATION DESCRIPTION
 SP0231
 SP0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0231'3.2 MI SE FROM WELDON.
 SP0231'3.2 MILES SOUTHEAST ALONG THE CIRCLE ROAD FROM THE POST OFFICE AT
 SP0231'WELDON, MCCONE COUNTY, AT THE JUNCTION OF A TRAIL LEADING NORTH, 27
 SP0231'FEET EAST OF A POINT 35 FEET NORTH OF THE CENTER OF THE JUNCTION, 6
 SP0231'FEET EAST OF A POINT 24 FEET NORTH OF A LARGE TIN MAIL BOX, AND 2 FEET
 SP0231'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED H 252 1935 AND SET IN
 SP0231'THE TOP OF A CONCRETE POST.
 SP0231
 SP0231                          STATION RECOVERY (1977)
 SP0231
 SP0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0231'2.6 MI. SE ALONG THE CIRCLE ROAD FROM WELDON JCT. TO A PRIVATE ROAD
 SP0231'NE, THENCE 0.9 MI. NE ALONG THE PRIVATE ROAD TO ITS JUNCTION WITH THE
 SP0231'OLD ROAD SCAR, THENCE EAST ALONG THE OLD ROAD 0.4 MI. TO THE BM. BM
 SP0231'IS ON THE SOUTH EDGE OF SEC. 5, T. 21 N., R. 46 E., AND IS 37 FT.
 SP0231'NORTH OF THE C/L OF THE OLD ROAD, 33 FT. EAST OF A TRAIL NORTH. A
 SP0231'STANDARD DISK STAMPED H 252 1935 AND SET IN THE TOP OF A CONCRETE
 SP0231'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0064 ***********************************************************************
 SQ0064  DESIGNATION -  H 253
 SQ0064  PID         -  SQ0064
 SQ0064  STATE/COUNTY-  MT/MCCONE
 SQ0064  USGS QUAD   -  SAND ARROYO (1973)
 SQ0064
 SQ0064                         *CURRENT SURVEY CONTROL
 SQ0064  ___________________________________________________________________
 SQ0064* NAD 83(1986)-  47 45 26.     (N)    106 11 38.     (W)     SCALED    
 SQ0064* NAVD 88     -       711.883  (meters)    2335.57   (feet)  ADJUSTED  
 SQ0064  ___________________________________________________________________
 SQ0064  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SQ0064  DYNAMIC HT  -         711.932 (meters)    2335.73  (feet)  COMP
 SQ0064  MODELED GRAV-     980,657.3   (mgal)                       NAVD 88
 SQ0064
 SQ0064  VERT ORDER  -  SECOND    CLASS 0
 SQ0064
 SQ0064.The horizontal coordinates were scaled from a topographic map and have
 SQ0064.an estimated accuracy of +/- 6 seconds.
 SQ0064
 SQ0064.The orthometric height was determined by differential leveling
 SQ0064.and adjusted by the National Geodetic Survey in June 1991..
 SQ0064
 SQ0064.The geoid height was determined by GEOID03.
 SQ0064
 SQ0064.The dynamic height is computed by dividing the NAVD 88
 SQ0064.geopotential number by the normal gravity value computed on the
 SQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0064.degrees latitude (g = 980.6199 gals.).
 SQ0064
 SQ0064.The modeled gravity was interpolated from observed gravity values.
 SQ0064
 SQ0064;                    North         East    Units  Estimated Accuracy
 SQ0064;SPC MT       -   394,940.      847,670.      MT  (+/- 180 meters Scaled)
 SQ0064
 SQ0064                          SUPERSEDED SURVEY CONTROL
 SQ0064
 SQ0064  NGVD 29 (??/??/92)  711.266  (m)         2333.55   (f) ADJ UNCH    2 0
 SQ0064
 SQ0064.Superseded values are not recommended for survey control.
 SQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0064.See file dsdata.txt to determine how the superseded data were derived.
 SQ0064
 SQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN105900(NAD 83)
 SQ0064_MARKER: DB = BENCH MARK DISK
 SQ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0064_STAMPING: H 253 1935
 SQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0064+STABILITY: SURFACE MOTION
 SQ0064
 SQ0064  HISTORY     - Date     Condition        Report By
 SQ0064  HISTORY     - 1935     MONUMENTED       CGS
 SQ0064  HISTORY     - 1973     MARK NOT FOUND   USGS
 SQ0064
 SQ0064                          STATION DESCRIPTION
 SQ0064
 SQ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0064'21.6 MI NW FROM WELDON.
 SQ0064'21.6 MILES NORTHWEST ALONG THE HAXBY ROAD AND TRAIL FROM THE POST
 SQ0064'OFFICE AT WELDON, MCCONE COUNTY, 1/2 MILE SOUTH OF THE NELSON RANCH
 SQ0064'BUILDINGS, NEAR THE EDGE OF A GULLEY, AT THE JUNCTION OF A TRAIL
 SQ0064'LEADING TO THE RANCH BUILDINGS, 34 FEET NORTH OF A POINT 78 FEET WEST
 SQ0064'OF THE CENTER OF THE JUNCTION, 9 FEET NORTH OF A LARGE MAILBOX, AND
 SQ0064'LEVEL WITH THE TRAIL.  A STANDARD DISK, STAMPED H 253 1935 AND SET IN
 SQ0064'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE--
 SQ0064'HAXBY, WELDON AND CONNECTING ROAD ABANDONED.  ROAD IMPROVEMENTS IN
 SQ0064'AREA.
 SQ0064
 SQ0064                          STATION RECOVERY (1973)
 SQ0064
 SQ0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0325 ***********************************************************************
 TJ0325  DESIGNATION -  H 254
 TJ0325  PID         -  TJ0325
 TJ0325  STATE/COUNTY-  MT/PHILLIPS
 TJ0325  USGS QUAD   -  SPENCER POINT (1984)
 TJ0325
 TJ0325                         *CURRENT SURVEY CONTROL
 TJ0325  ___________________________________________________________________
 TJ0325* NAD 83(1986)-  48 20 02.     (N)    107 17 57.     (W)     SCALED    
 TJ0325* NAVD 88     -       683.716  (meters)    2243.16   (feet)  ADJUSTED  
 TJ0325  ___________________________________________________________________
 TJ0325  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 TJ0325  DYNAMIC HT  -         683.811 (meters)    2243.47  (feet)  COMP
 TJ0325  MODELED GRAV-     980,727.4   (mgal)                       NAVD 88
 TJ0325
 TJ0325  VERT ORDER  -  SECOND    CLASS 0
 TJ0325
 TJ0325.The horizontal coordinates were scaled from a topographic map and have
 TJ0325.an estimated accuracy of +/- 6 seconds.
 TJ0325
 TJ0325.The orthometric height was determined by differential leveling
 TJ0325.and adjusted by the National Geodetic Survey in June 1991..
 TJ0325
 TJ0325.The geoid height was determined by GEOID03.
 TJ0325
 TJ0325.The dynamic height is computed by dividing the NAVD 88
 TJ0325.geopotential number by the normal gravity value computed on the
 TJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0325.degrees latitude (g = 980.6199 gals.).
 TJ0325
 TJ0325.The modeled gravity was interpolated from observed gravity values.
 TJ0325
 TJ0325;                    North         East    Units  Estimated Accuracy
 TJ0325;SPC MT       -   456,100.      763,100.      MT  (+/- 180 meters Scaled)
 TJ0325
 TJ0325                          SUPERSEDED SURVEY CONTROL
 TJ0325
 TJ0325  NGVD 29 (??/??/92)  683.031  (m)         2240.91   (f) ADJ UNCH    2 0
 TJ0325
 TJ0325.Superseded values are not recommended for survey control.
 TJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0325.See file dsdata.txt to determine how the superseded data were derived.
 TJ0325
 TJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP296559(NAD 83)
 TJ0325_MARKER: DB = BENCH MARK DISK
 TJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0325_STAMPING: H 254 1935
 TJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0325+STABILITY: SURFACE MOTION
 TJ0325
 TJ0325  HISTORY     - Date     Condition        Report By
 TJ0325  HISTORY     - 1935     MONUMENTED       CGS
 TJ0325  HISTORY     - 1948     GOOD             NGS
 TJ0325
 TJ0325                          STATION DESCRIPTION
 TJ0325
 TJ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0325'10.1 MI S FROM SACO.
 TJ0325'10.1 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0325'RAILWAY STATION AT SACO, 249.0 FEET NORTH OF A 60-FOOT BRIDGE OVER A
 TJ0325'CREEK, 55.0 FEET WEST OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF
 TJ0325'THE ROAD, 3.2 FEET SOUTHEAST OF A T FENCE CORNER, 1.5 FEET SOUTH OF A
 TJ0325'REFERENCE POST, 1.4 FEET EAST OF A FENCE, AND SET IN THE TOP OF A
 TJ0325'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0421 ***********************************************************************
 SQ0421  DESIGNATION -  H 256
 SQ0421  PID         -  SQ0421
 SQ0421  STATE/COUNTY-  MT/PHILLIPS
 SQ0421  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0421
 SQ0421                         *CURRENT SURVEY CONTROL
 SQ0421  ___________________________________________________________________
 SQ0421* NAD 83(1986)-  47 52 40.     (N)    107 41 02.     (W)     SCALED    
 SQ0421* NAVD 88     -       720.337  (meters)    2363.31   (feet)  ADJUSTED  
 SQ0421  ___________________________________________________________________
 SQ0421  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 SQ0421  DYNAMIC HT  -         720.376 (meters)    2363.43  (feet)  COMP
 SQ0421  MODELED GRAV-     980,642.7   (mgal)                       NAVD 88
 SQ0421
 SQ0421  VERT ORDER  -  SECOND    CLASS 0
 SQ0421
 SQ0421.The horizontal coordinates were scaled from a topographic map and have
 SQ0421.an estimated accuracy of +/- 6 seconds.
 SQ0421
 SQ0421.The orthometric height was determined by differential leveling
 SQ0421.and adjusted by the National Geodetic Survey in June 1991..
 SQ0421
 SQ0421.The geoid height was determined by GEOID03.
 SQ0421
 SQ0421.The dynamic height is computed by dividing the NAVD 88
 SQ0421.geopotential number by the normal gravity value computed on the
 SQ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0421.degrees latitude (g = 980.6199 gals.).
 SQ0421
 SQ0421.The modeled gravity was interpolated from observed gravity values.
 SQ0421
 SQ0421;                    North         East    Units  Estimated Accuracy
 SQ0421;SPC MT       -   404,690.      735,770.      MT  (+/- 180 meters Scaled)
 SQ0421
 SQ0421                          SUPERSEDED SURVEY CONTROL
 SQ0421
 SQ0421  NGVD 29 (??/??/92)  719.604  (m)         2360.90   (f) ADJ UNCH    2 0
 SQ0421
 SQ0421.Superseded values are not recommended for survey control.
 SQ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0421.See file dsdata.txt to determine how the superseded data were derived.
 SQ0421
 SQ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP993062(NAD 83)
 SQ0421_MARKER: DB = BENCH MARK DISK
 SQ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0421_STAMPING: H 256 1935
 SQ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0421+STABILITY: SURFACE MOTION
 SQ0421
 SQ0421  HISTORY     - Date     Condition        Report By
 SQ0421  HISTORY     - 1935     MONUMENTED       CGS
 SQ0421  HISTORY     - 1948     GOOD             NGS
 SQ0421
 SQ0421                          STATION DESCRIPTION
 SQ0421
 SQ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0421'6.6 MI NE FROM SUN PRAIRIE.
 SQ0421'1.7 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SUN PRAIRIE CEMETERY
 SQ0421'AT SUN PRAIRIE, THENCE 0.5 MILE EAST ALONG A TRAIL, THENCE 0.5 MILE
 SQ0421'NORTH ALONG A TRAIL, THENCE 1.2 MILES NORTHEAST ALONG A TRAIL, THENCE
 SQ0421'0.5 MILE NORTH ALONG A TRAIL, THENCE 1.0 MILE EAST ALONG A TRAIL, AT A
 SQ0421'JUNCTION WITH A NORTH-SOUTH GRADED DIRT ROAD, 0.5 MILE EAST AND 0.1
 SQ0421'MILE SOUTH OF THE R. MATTHEWS RANCH HOUSE, 203.0 FEET SOUTH OF THE
 SQ0421'CENTER LINE OF THE TRAIL, 41.0 FEET WEST OF THE CENTER LINE OF A
 SQ0421'NORTH-SOUTH ROAD, 2.5 FEET SOUTH OF U.S. GENERAL LAND OFFICE 1/4
 SQ0421'SECTION CORNER MARKER AT THE 1/4 SECTION CORNER OF SECTION 35 AND 36,
 SQ0421'T. 25 N., R. 31 E., 2.1 FEET WEST OF A T FENCE CORNER, 1.6 FEET SOUTH
 SQ0421'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SQ0421'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0174 ***********************************************************************
 SP0174  DESIGNATION -  H 257
 SP0174  PID         -  SP0174
 SP0174  STATE/COUNTY-  MT/PRAIRIE
 SP0174  USGS QUAD   -  DIAMOND G BUTTE (1983)
 SP0174
 SP0174                         *CURRENT SURVEY CONTROL
 SP0174  ___________________________________________________________________
 SP0174* NAD 83(1986)-  47 07 20.     (N)    105 19 28.     (W)     SCALED    
 SP0174* NAVD 88     -       931.307  (meters)    3055.46   (feet)  ADJUSTED  
 SP0174  ___________________________________________________________________
 SP0174  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 SP0174  DYNAMIC HT  -         931.271 (meters)    3055.34  (feet)  COMP
 SP0174  MODELED GRAV-     980,542.3   (mgal)                       NAVD 88
 SP0174
 SP0174  VERT ORDER  -  SECOND    CLASS 0
 SP0174
 SP0174.The horizontal coordinates were scaled from a topographic map and have
 SP0174.an estimated accuracy of +/- 6 seconds.
 SP0174
 SP0174.The orthometric height was determined by differential leveling
 SP0174.and adjusted by the National Geodetic Survey in June 1991..
 SP0174
 SP0174.The geoid height was determined by GEOID03.
 SP0174
 SP0174.The dynamic height is computed by dividing the NAVD 88
 SP0174.geopotential number by the normal gravity value computed on the
 SP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0174.degrees latitude (g = 980.6199 gals.).
 SP0174
 SP0174.The modeled gravity was interpolated from observed gravity values.
 SP0174
 SP0174;                    North         East    Units  Estimated Accuracy
 SP0174;SPC MT       -   327,600.      916,510.      MT  (+/- 180 meters Scaled)
 SP0174
 SP0174                          SUPERSEDED SURVEY CONTROL
 SP0174
 SP0174  NGVD 29 (??/??/92)  930.680  (m)         3053.41   (f) ADJ UNCH    2 0
 SP0174
 SP0174.Superseded values are not recommended for survey control.
 SP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0174.See file dsdata.txt to determine how the superseded data were derived.
 SP0174
 SP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN753187(NAD 83)
 SP0174_MARKER: DB = BENCH MARK DISK
 SP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0174_STAMPING: H-257 1935
 SP0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0174+STABILITY: SURFACE MOTION
 SP0174
 SP0174  HISTORY     - Date     Condition        Report By
 SP0174  HISTORY     - 1935     MONUMENTED       CGS
 SP0174
 SP0174                          STATION DESCRIPTION
 SP0174
 SP0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0174'5.8 MI SW FROM UNION.
 SP0174'ALONG ROADS.  0.6 MILES SOUTH OF UNION, THENCE 1.1 MILES WEST, THENCE
 SP0174'4.1 MILES SOUTH.  AT SECTION LINE.  ABOUT 0.3 MILES WEST OF SMALL
 SP0174'BUTTE.  12 FEET SOUTH OF FARM ENTRANCE ON WEST SIDE OF THE ROAD.  40
 SP0174'FEET EAST OF CENTERLINE OF THE ROAD.  2 FEET NORTH OF LINE FENCE EAST.
 SP0174'1 FOOT ABOVE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0359 ***********************************************************************
 RT0359  DESIGNATION -  H 258
 RT0359  PID         -  RT0359
 RT0359  STATE/COUNTY-  MT/PRAIRIE
 RT0359  USGS QUAD   -  LITTLE SHEEP MOUNTAIN (1965)
 RT0359
 RT0359                         *CURRENT SURVEY CONTROL
 RT0359  ___________________________________________________________________
 RT0359* NAD 83(1986)-  46 54 14.     (N)    105 52 26.     (W)     SCALED    
 RT0359* NAVD 88     -       918.394  (meters)    3013.10   (feet)  ADJUSTED  
 RT0359  ___________________________________________________________________
 RT0359  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RT0359  DYNAMIC HT  -         918.334 (meters)    3012.90  (feet)  COMP
 RT0359  MODELED GRAV-     980,517.2   (mgal)                       NAVD 88
 RT0359
 RT0359  VERT ORDER  -  SECOND    CLASS 0
 RT0359
 RT0359.The horizontal coordinates were scaled from a topographic map and have
 RT0359.an estimated accuracy of +/- 6 seconds.
 RT0359
 RT0359.The orthometric height was determined by differential leveling
 RT0359.and adjusted by the National Geodetic Survey in June 1991..
 RT0359
 RT0359.The geoid height was determined by GEOID03.
 RT0359
 RT0359.The dynamic height is computed by dividing the NAVD 88
 RT0359.geopotential number by the normal gravity value computed on the
 RT0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0359.degrees latitude (g = 980.6199 gals.).
 RT0359
 RT0359.The modeled gravity was interpolated from observed gravity values.
 RT0359
 RT0359;                    North         East    Units  Estimated Accuracy
 RT0359;SPC MT       -   301,290.      876,020.      MT  (+/- 180 meters Scaled)
 RT0359
 RT0359                          SUPERSEDED SURVEY CONTROL
 RT0359
 RT0359  NGVD 29 (??/??/92)  917.739  (m)         3010.95   (f) ADJ UNCH    2 0
 RT0359
 RT0359.Superseded values are not recommended for survey control.
 RT0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0359.See file dsdata.txt to determine how the superseded data were derived.
 RT0359
 RT0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM334948(NAD 83)
 RT0359_MARKER: DB = BENCH MARK DISK
 RT0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0359_STAMPING: H 258 1935
 RT0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0359+STABILITY: SURFACE MOTION
 RT0359
 RT0359  HISTORY     - Date     Condition        Report By
 RT0359  HISTORY     - 1935     MONUMENTED       CGS
 RT0359
 RT0359                          STATION DESCRIPTION
 RT0359
 RT0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0359'11.1 MI E FROM CROW ROCK.
 RT0359'11.1 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT CROW ROCK,
 RT0359'NEAR THE TOP OF A LONG GRADE, AT THE JUNCTION OF A T-ROAD LEADING
 RT0359'NORTH, 60 FEET EAST OF THE CENTERLINE OF THE ROAD NORTH, 30 FEET SOUTH
 RT0359'OF THE CENTERLINE OF THE COUNTY ROAD, 3 FEET NORTH OF THE RIGHT-OF-WAY
 RT0359'FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 258 1935
 RT0359'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0048 ***********************************************************************
 RT0048  DESIGNATION -  H 259
 RT0048  PID         -  RT0048
 RT0048  STATE/COUNTY-  MT/FALLON
 RT0048  USGS QUAD   -  ROCKING CHAIR BUTTE (1981)
 RT0048
 RT0048                         *CURRENT SURVEY CONTROL
 RT0048  ___________________________________________________________________
 RT0048* NAD 83(1986)-  46 39 55.     (N)    104 29 23.     (W)     SCALED    
 RT0048* NAVD 88     -       803.233  (meters)    2635.27   (feet)  ADJUSTED  
 RT0048  ___________________________________________________________________
 RT0048  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RT0048  DYNAMIC HT  -         803.199 (meters)    2635.16  (feet)  COMP
 RT0048  MODELED GRAV-     980,543.9   (mgal)                       NAVD 88
 RT0048
 RT0048  VERT ORDER  -  SECOND    CLASS 0
 RT0048
 RT0048.The horizontal coordinates were scaled from a topographic map and have
 RT0048.an estimated accuracy of +/- 6 seconds.
 RT0048
 RT0048.The orthometric height was determined by differential leveling
 RT0048.and adjusted by the National Geodetic Survey in June 1991..
 RT0048
 RT0048.The geoid height was determined by GEOID03.
 RT0048
 RT0048.The dynamic height is computed by dividing the NAVD 88
 RT0048.geopotential number by the normal gravity value computed on the
 RT0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0048.degrees latitude (g = 980.6199 gals.).
 RT0048
 RT0048.The modeled gravity was interpolated from observed gravity values.
 RT0048
 RT0048;                    North         East    Units  Estimated Accuracy
 RT0048;SPC MT       -   280,640.      982,950.      MT  (+/- 180 meters Scaled)
 RT0048
 RT0048                          SUPERSEDED SURVEY CONTROL
 RT0048
 RT0048  NGVD 29 (??/??/92)  802.659  (m)         2633.39   (f) ADJ UNCH    2 0
 RT0048
 RT0048.Superseded values are not recommended for survey control.
 RT0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0048.See file dsdata.txt to determine how the superseded data were derived.
 RT0048
 RT0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM390680(NAD 83)
 RT0048_MARKER: DB = BENCH MARK DISK
 RT0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0048_STAMPING: H 259 1935
 RT0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0048+STABILITY: SURFACE MOTION
 RT0048
 RT0048  HISTORY     - Date     Condition        Report By
 RT0048  HISTORY     - 1935     MONUMENTED       CGS
 RT0048  HISTORY     - 1976     GOOD             USGS
 RT0048
 RT0048                          STATION DESCRIPTION
 RT0048
 RT0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0048'28.1 MI SW FROM CARLYLE.
 RT0048'IN FALLON COUNTY, 7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE,
 RT0048'WIBAUX COUNTY, 2 MILES NORTH, 3 MILES WEST, 3 MILES SOUTH, 1 MILE
 RT0048'WEST, 4 MILES SOUTHWEST, 2 MILES NORTH, AND 5.7 MILES WEST ALONG ROADS
 RT0048'AND TRAILS.  1.5 MILES NORTH OF LARGE BUTTE, 1/2 MILE NORTH OF A LARGE
 RT0048'CREEK, 250 FEET NORTHWEST OF A SMALL CREEK, 45 FEET NORTHEAST OF THE
 RT0048'TRAIL, AND ABOUT LEVEL WITH THE TRAIL.  A STANDARD DISK, STAMPED H 259
 RT0048'1935 AND SET IN THE TOP OF A CONCRETE POST.
 RT0048
 RT0048                          STATION RECOVERY (1976)
 RT0048
 RT0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0048'FROM GAS COMPRESSOR STATION AT CABIN CREEK, GO 0.5 MI SW, THENCE 5.3
 RT0048'MI NW ALONG MAIN OIL FIELD ROAD TO A SERVICE RD RIGHT, 92 FT NW AND
 RT0048'61 FT NE OF T-RD NE. A STD DISK, STAMPED H 259 1934, SET IN A CONC
 RT0048'POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0226 ***********************************************************************
 TL0226  DESIGNATION -  H 26
 TL0226  PID         -  TL0226
 TL0226  STATE/COUNTY-  MT/LIBERTY
 TL0226  USGS QUAD   -  LOTHAIR (1970)
 TL0226
 TL0226                         *CURRENT SURVEY CONTROL
 TL0226  ___________________________________________________________________
 TL0226* NAD 83(1986)-  48 29 36.     (N)    111 10 49.     (W)     SCALED    
 TL0226* NAVD 88     -       997.957  (meters)    3274.13   (feet)  POSTED    
 TL0226  ___________________________________________________________________
 TL0226  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 TL0226  DYNAMIC HT  -         998.040 (meters)    3274.40  (feet)  COMP
 TL0226  MODELED GRAV-     980,655.8   (mgal)                       NAVD 88
 TL0226
 TL0226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0226
 TL0226.The horizontal coordinates were scaled from a topographic map and have
 TL0226.an estimated accuracy of +/- 6 seconds.
 TL0226
 TL0226.The orthometric height was determined by differential leveling
 TL0226.and adjusted by the National Geodetic Survey in 1992..
 TL0226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0226.rate of 0.0 thru 1.0 mm/km.
 TL0226
 TL0226.The geoid height was determined by GEOID03.
 TL0226
 TL0226.The dynamic height is computed by dividing the NAVD 88
 TL0226.geopotential number by the normal gravity value computed on the
 TL0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0226.degrees latitude (g = 980.6199 gals.).
 TL0226
 TL0226.The modeled gravity was interpolated from observed gravity values.
 TL0226
 TL0226;                    North         East    Units  Estimated Accuracy
 TL0226;SPC MT       -   472,860.      475,850.      MT  (+/- 180 meters Scaled)
 TL0226
 TL0226                          SUPERSEDED SURVEY CONTROL
 TL0226
 TL0226  NGVD 29 (??/??/92)  997.062  (m)         3271.19   (f) ADJ UNCH    1 2
 TL0226
 TL0226.Superseded values are not recommended for survey control.
 TL0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0226.See file dsdata.txt to determine how the superseded data were derived.
 TL0226
 TL0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU866711(NAD 83)
 TL0226_MARKER: DB = BENCH MARK DISK
 TL0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0226_STAMPING: 3271.194
 TL0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0226+STABILITY: SURFACE MOTION
 TL0226
 TL0226  HISTORY     - Date     Condition        Report By
 TL0226  HISTORY     - UNK      MONUMENTED       CGS
 TL0226  HISTORY     - 1934     GOOD             NGS
 TL0226  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0226  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0226
 TL0226                          STATION DESCRIPTION
 TL0226
 TL0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0226'4.5 MI W FROM TIBER.
 TL0226'4.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM TIBER, LIBERTY
 TL0226'COUNTY, 1 POLE EAST OF MILEPOST 1033, 60 FEET NORTH OF THE TRACK, AND
 TL0226'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED 3271.194 AND SET IN
 TL0226'THE TOP OF A CONCRETE POST.
 TL0226
 TL0226                          STATION RECOVERY (1970)
 TL0226
 TL0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0226'MARK NOT FOUND.
 TL0226
 TL0226                          STATION RECOVERY (1979)
 TL0226
 TL0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0226'NOTE=AREA DESCRIBED HAS HAD HEAVY GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0043 ***********************************************************************
 RU0043  DESIGNATION -  H 260
 RU0043  PID         -  RU0043
 RU0043  STATE/COUNTY-  MT/ROSEBUD
 RU0043  USGS QUAD   -  VAN BURTON CREEK (1969)
 RU0043
 RU0043                         *CURRENT SURVEY CONTROL
 RU0043  ___________________________________________________________________
 RU0043* NAD 83(1986)-  46 43 47.     (N)    106 24 50.     (W)     SCALED    
 RU0043* NAVD 88     -       939.692  (meters)    3082.97   (feet)  ADJUSTED  
 RU0043  ___________________________________________________________________
 RU0043  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 RU0043  DYNAMIC HT  -         939.622 (meters)    3082.74  (feet)  COMP
 RU0043  MODELED GRAV-     980,506.4   (mgal)                       NAVD 88
 RU0043
 RU0043  VERT ORDER  -  SECOND    CLASS 0
 RU0043
 RU0043.The horizontal coordinates were scaled from a topographic map and have
 RU0043.an estimated accuracy of +/- 6 seconds.
 RU0043
 RU0043.The orthometric height was determined by differential leveling
 RU0043.and adjusted by the National Geodetic Survey in June 1991..
 RU0043
 RU0043.The geoid height was determined by GEOID03.
 RU0043
 RU0043.The dynamic height is computed by dividing the NAVD 88
 RU0043.geopotential number by the normal gravity value computed on the
 RU0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0043.degrees latitude (g = 980.6199 gals.).
 RU0043
 RU0043.The modeled gravity was interpolated from observed gravity values.
 RU0043
 RU0043;                    North         East    Units  Estimated Accuracy
 RU0043;SPC MT       -   280,190.      835,700.      MT  (+/- 180 meters Scaled)
 RU0043
 RU0043                          SUPERSEDED SURVEY CONTROL
 RU0043
 RU0043.No superseded survey control is available for this station.
 RU0043
 RU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM919761(NAD 83)
 RU0043_MARKER: DB = BENCH MARK DISK
 RU0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0043_STAMPING: H 260 1935
 RU0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0043+STABILITY: SURFACE MOTION
 RU0043
 RU0043  HISTORY     - Date     Condition        Report By
 RU0043  HISTORY     - 1935     MONUMENTED       CGS
 RU0043  HISTORY     - 1952     POOR             UOCO
 RU0043  HISTORY     - 1969     MARK NOT FOUND   USGS
 RU0043
 RU0043                          STATION DESCRIPTION
 RU0043
 RU0043'DESCRIBED BY UNION OIL COMPANY 1952
 RU0043'10.2 MI W FROM ANGELA.
 RU0043'10.2 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT ANGELA,
 RU0043'ROSEBUD COUNTY, AT A SECTION LINE, 57 FEET SOUTH OF THE CENTERLINE OF
 RU0043'THE ROAD, 9 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 3 FEET
 RU0043'EAST OF A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H
 RU0043'260 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--IT WAS REPORTED
 RU0043'IN OCTOBER 1952 BY A GEOLOGIST OF THE UNION OIL CO. OF CALIF. THAT THE
 RU0043'MONUMENT HAS BEEN FOUND DAMAGED-- THE CEMENT POST HAS BEEN PARTIALLY
 RU0043'SMASHED AND POSSIBLY TILTED.  NOTE-- S F N F ACCORDING TO DESCRIPTION
 RU0043'THIS WOULD NOW BE IN A PLOWED FIELD.
 RU0043
 RU0043                          STATION RECOVERY (1969)
 RU0043
 RU0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RU0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0164 ***********************************************************************
 SQ0164  DESIGNATION -  H 261
 SQ0164  PID         -  SQ0164
 SQ0164  STATE/COUNTY-  MT/GARFIELD
 SQ0164  USGS QUAD   -  DARBY BUTTES SW (1965)
 SQ0164
 SQ0164                         *CURRENT SURVEY CONTROL
 SQ0164  ___________________________________________________________________
 SQ0164* NAD 83(1986)-  47 00 42.     (N)    106 52 51.     (W)     SCALED    
 SQ0164* NAVD 88     -       919.759  (meters)    3017.58   (feet)  ADJUSTED  
 SQ0164  ___________________________________________________________________
 SQ0164  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 SQ0164  DYNAMIC HT  -         919.717 (meters)    3017.44  (feet)  COMP
 SQ0164  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 SQ0164
 SQ0164  VERT ORDER  -  SECOND    CLASS 0
 SQ0164
 SQ0164.The horizontal coordinates were scaled from a topographic map and have
 SQ0164.an estimated accuracy of +/- 6 seconds.
 SQ0164
 SQ0164.The orthometric height was determined by differential leveling
 SQ0164.and adjusted by the National Geodetic Survey in June 1991..
 SQ0164
 SQ0164.The geoid height was determined by GEOID03.
 SQ0164
 SQ0164.The dynamic height is computed by dividing the NAVD 88
 SQ0164.geopotential number by the normal gravity value computed on the
 SQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0164.degrees latitude (g = 980.6199 gals.).
 SQ0164
 SQ0164.The modeled gravity was interpolated from observed gravity values.
 SQ0164
 SQ0164;                    North         East    Units  Estimated Accuracy
 SQ0164;SPC MT       -   310,200.      799,000.      MT  (+/- 180 meters Scaled)
 SQ0164
 SQ0164                          SUPERSEDED SURVEY CONTROL
 SQ0164
 SQ0164  NGVD 29 (??/??/92)  919.086  (m)         3015.37   (f) ADJ UNCH    2 0
 SQ0164
 SQ0164.Superseded values are not recommended for survey control.
 SQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0164.See file dsdata.txt to determine how the superseded data were derived.
 SQ0164
 SQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN570081(NAD 83)
 SQ0164_MARKER: DB = BENCH MARK DISK
 SQ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0164_STAMPING: H 261 1935
 SQ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0164+STABILITY: SURFACE MOTION
 SQ0164
 SQ0164  HISTORY     - Date     Condition        Report By
 SQ0164  HISTORY     - 1935     MONUMENTED       CGS
 SQ0164  HISTORY     - 1965     GOOD             USGS
 SQ0164
 SQ0164                          STATION DESCRIPTION
 SQ0164
 SQ0164'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0164'16.8 MI SW FROM COHAGEN.
 SQ0164'16.8 MILES SOUTHWEST ALONG A COUNTY ROAD FROM COHAGEN, GARFIELD
 SQ0164'COUNTY, ABOUT 850 FT. NORTHWEST OF PRESENT ROAD TO OLD ROAD, ABOUT 680
 SQ0164'FT EAST OF OLD RD. AT DRAIN, 40 FT. NORTH OF OLD ROAD.  A STANDARD
 SQ0164'DISK STAMPED H 261 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0244 ***********************************************************************
 RU0244  DESIGNATION -  H 262
 RU0244  PID         -  RU0244
 RU0244  STATE/COUNTY-  MT/ROSEBUD
 RU0244  USGS QUAD   -  HOLE-IN-THE-ROCK (1980)
 RU0244
 RU0244                         *CURRENT SURVEY CONTROL
 RU0244  ___________________________________________________________________
 RU0244* NAD 83(1986)-  46 47 25.     (N)    107 08 50.     (W)     SCALED    
 RU0244* NAVD 88     -       896.125  (meters)    2940.04   (feet)  ADJUSTED  
 RU0244  ___________________________________________________________________
 RU0244  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 RU0244  DYNAMIC HT  -         896.068 (meters)    2939.85  (feet)  COMP
 RU0244  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 RU0244
 RU0244  VERT ORDER  -  SECOND    CLASS 0
 RU0244
 RU0244.The horizontal coordinates were scaled from a topographic map and have
 RU0244.an estimated accuracy of +/- 6 seconds.
 RU0244
 RU0244.The orthometric height was determined by differential leveling
 RU0244.and adjusted by the National Geodetic Survey in June 1991..
 RU0244
 RU0244.The geoid height was determined by GEOID03.
 RU0244
 RU0244.The dynamic height is computed by dividing the NAVD 88
 RU0244.geopotential number by the normal gravity value computed on the
 RU0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0244.degrees latitude (g = 980.6199 gals.).
 RU0244
 RU0244.The modeled gravity was interpolated from observed gravity values.
 RU0244
 RU0244;                    North         East    Units  Estimated Accuracy
 RU0244;SPC MT       -   284,970.      779,510.      MT  (+/- 180 meters Scaled)
 RU0244
 RU0244                          SUPERSEDED SURVEY CONTROL
 RU0244
 RU0244  NGVD 29 (??/??/92)  895.446  (m)         2937.81   (f) ADJ UNCH    2 0
 RU0244
 RU0244.Superseded values are not recommended for survey control.
 RU0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0244.See file dsdata.txt to determine how the superseded data were derived.
 RU0244
 RU0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM361840(NAD 83)
 RU0244_MARKER: DB = BENCH MARK DISK
 RU0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0244_STAMPING: H 262 1935
 RU0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0244+STABILITY: SURFACE MOTION
 RU0244
 RU0244  HISTORY     - Date     Condition        Report By
 RU0244  HISTORY     - 1935     MONUMENTED       CGS
 RU0244  HISTORY     - 1937     GOOD             NGS
 RU0244
 RU0244                          STATION DESCRIPTION
 RU0244
 RU0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0244'23.9 MI NE FROM COHAGEN.
 RU0244'23.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0244'0.2 MILE SOUTHEAST OF A CHALK BUTTE, 600 FEET SOUTHWEST OF A CURVE, ON
 RU0244'A LONG GRADE, NEAR THE NORTH END OF A VALLEY, AND 45 FEET SOUTHEAST OF
 RU0244'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 262 1935 AND
 RU0244'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0096 ***********************************************************************
 SQ0096  DESIGNATION -  H 263
 SQ0096  PID         -  SQ0096
 SQ0096  STATE/COUNTY-  MT/GARFIELD
 SQ0096  USGS QUAD   -  WHITESIDE RANCH (1965)
 SQ0096
 SQ0096                         *CURRENT SURVEY CONTROL
 SQ0096  ___________________________________________________________________
 SQ0096* NAD 83(1986)-  47 13 43.     (N)    106 17 15.     (W)     SCALED    
 SQ0096* NAVD 88     -       773.716  (meters)    2538.43   (feet)  ADJUSTED  
 SQ0096  ___________________________________________________________________
 SQ0096  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 SQ0096  DYNAMIC HT  -         773.715 (meters)    2538.43  (feet)  COMP
 SQ0096  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 SQ0096
 SQ0096  VERT ORDER  -  SECOND    CLASS 0
 SQ0096
 SQ0096.The horizontal coordinates were scaled from a topographic map and have
 SQ0096.an estimated accuracy of +/- 6 seconds.
 SQ0096
 SQ0096.The orthometric height was determined by differential leveling
 SQ0096.and adjusted by the National Geodetic Survey in June 1991..
 SQ0096
 SQ0096.The geoid height was determined by GEOID03.
 SQ0096
 SQ0096.The dynamic height is computed by dividing the NAVD 88
 SQ0096.geopotential number by the normal gravity value computed on the
 SQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0096.degrees latitude (g = 980.6199 gals.).
 SQ0096
 SQ0096.The modeled gravity was interpolated from observed gravity values.
 SQ0096
 SQ0096;                    North         East    Units  Estimated Accuracy
 SQ0096;SPC MT       -   335,960.      843,070.      MT  (+/- 180 meters Scaled)
 SQ0096
 SQ0096                          SUPERSEDED SURVEY CONTROL
 SQ0096
 SQ0096  NGVD 29 (??/??/92)  773.079  (m)         2536.34   (f) ADJ UNCH    2 0
 SQ0096
 SQ0096.Superseded values are not recommended for survey control.
 SQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0096.See file dsdata.txt to determine how the superseded data were derived.
 SQ0096
 SQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN025313(NAD 83)
 SQ0096_MARKER: DB = BENCH MARK DISK
 SQ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0096_STAMPING: H 263 1935
 SQ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0096+STABILITY: SURFACE MOTION
 SQ0096
 SQ0096  HISTORY     - Date     Condition        Report By
 SQ0096  HISTORY     - 1935     MONUMENTED       CGS
 SQ0096  HISTORY     - 1965     GOOD             USGS
 SQ0096
 SQ0096                          STATION DESCRIPTION
 SQ0096
 SQ0096'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0096'35.6 MI SE FROM JORDAN.
 SQ0096'ABOUT 26.8 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 SQ0096'JORDAN, THENCE 8.8 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 258, 0.15
 SQ0096'MILE NORTH OF THE CREST OF A LONG HILL, IN SECTION 18, T 17 N, R 43 E,
 SQ0096'230 FEET EAST-NORTHEAST OF AND 6 FEET HIGHER THAN THE CENTERLINE OF
 SQ0096'THE ROAD, ABOUT 250 FEET WEST OF A SMALL BUTTE OVERLOOKING A VALLEY TO
 SQ0096'THE EAST, 812 FEET NORTH OF AND ACROSS THE ROAD FROM A GATE IN THE
 SQ0096'WEST RIGHT-OF-WAY FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING
 SQ0096'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0108 ***********************************************************************
 TH0108  DESIGNATION -  H 269 RESET
 TH0108  PID         -  TH0108
 TH0108  STATE/COUNTY-  MT/SHERIDAN
 TH0108  USGS QUAD   -  HOMESTEAD (1988)
 TH0108
 TH0108                         *CURRENT SURVEY CONTROL
 TH0108  ___________________________________________________________________
 TH0108* NAD 83(1986)-  48 25 06.     (N)    104 33 44.     (W)     SCALED    
 TH0108* NAVD 88     -       592.08   (meters)    1942.5    (feet)  RESET     
 TH0108  ___________________________________________________________________
 TH0108  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 TH0108
 TH0108  VERT ORDER  -  THIRD
 TH0108
 TH0108.The horizontal coordinates were scaled from a topographic map and have
 TH0108.an estimated accuracy of +/- 6 seconds.
 TH0108
 TH0108.The orthometric height was computed from unverified reset data.
 TH0108
 TH0108.The geoid height was determined by GEOID03.
 TH0108
 TH0108;                    North         East    Units  Estimated Accuracy
 TH0108;SPC MT       -   474,710.      965,140.      MT  (+/- 180 meters Scaled)
 TH0108
 TH0108                          SUPERSEDED SURVEY CONTROL
 TH0108
 TH0108.No superseded survey control is available for this station.
 TH0108
 TH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP323628(NAD 83)
 TH0108_MARKER: DB = BENCH MARK DISK
 TH0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TH0108_SP_SET: CURB
 TH0108_STAMPING: H 269 RESET 1957
 TH0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0108
 TH0108  HISTORY     - Date     Condition        Report By
 TH0108  HISTORY     - 1957     MONUMENTED       MTDH
 TH0108
 TH0108                          STATION DESCRIPTION
 TH0108
 TH0108'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1957
 TH0108'1.1 MI W FROM HOMESTEAD.
 TH0108'1.1 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY AT
 TH0108'HOMESTEAD, AT A BRIDGE OVER THE BIG MUDDY CREEK, ON THE TOP OF THE
 TH0108'NORTH CURB, 13 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 TH0108'APPROXIMATELY 10 INCHES ABOVE THE ROADWAY SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0357 ***********************************************************************
 QV0357  DESIGNATION -  H 27
 QV0357  PID         -  QV0357
 QV0357  STATE/COUNTY-  MT/BIG HORN
 QV0357  USGS QUAD   -  LEMONADE SPRINGS (1969)
 QV0357
 QV0357                         *CURRENT SURVEY CONTROL
 QV0357  ___________________________________________________________________
 QV0357* NAD 83(1993)-  45 28 32.10973(N)    107 46 59.55476(W)     ADJUSTED  
 QV0357* NAVD 88     -      1004.7    (meters)    3296.     (feet)  VERTCON   
 QV0357  ___________________________________________________________________
 QV0357  LAPLACE CORR-          -9.10  (seconds)                    DEFLEC99
 QV0357  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 QV0357
 QV0357  HORZ ORDER  -  THIRD
 QV0357
 QV0357.The horizontal coordinates were established by classical geodetic methods
 QV0357.and adjusted by the National Geodetic Survey in January 1997..
 QV0357
 QV0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0357
 QV0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0357
 QV0357.The geoid height was determined by GEOID03.
 QV0357
 QV0357;                    North         East     Units Scale Factor Converg.
 QV0357;SPC MT       -   137,683.086   734,194.390   MT  0.99974783   +1 15 21.0
 QV0357;SPC MT       -   451,716.16  2,408,774.25   iFT  0.99974783   +1 15 21.0
 QV0357;UTM  13      - 5,039,552.570   282,464.093   MT  1.00018185   -1 59 06.2
 QV0357
 QV0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0357!SPC MT       -   0.99984469  x   0.99974783  =   0.99959256
 QV0357!UTM  13      -   0.99984469  x   1.00018185  =   1.00002651
 QV0357
 QV0357:                Primary Azimuth Mark                     Grid Az
 QV0357:SPC MT       -  ST XAVIER                                107 58 20.2
 QV0357:UTM  13      -  ST XAVIER                                111 12 47.4
 QV0357
 QV0357|---------------------------------------------------------------------|
 QV0357| PID    Reference Object                     Distance      Geod. Az  |
 QV0357|                                                           dddmmss.s |
 QV0357| QV0330 ST XAVIER                           APPROX.13.7 KM 1091341.2 |
 QV0357|---------------------------------------------------------------------|
 QV0357
 QV0357                          SUPERSEDED SURVEY CONTROL
 QV0357
 QV0357  NAD 83(1992)-  45 28 32.10789(N)    107 46 59.55407(W) AD(       ) 3
 QV0357  NAD 83(1986)-  45 28 32.10535(N)    107 46 59.54478(W) AD(       ) 3
 QV0357  NAD 27      -  45 28 32.23717(N)    107 46 57.13345(W) AD(       ) 3
 QV0357  NGVD 29 (07/19/86) 1004.0    (m)         3294.     (f) VERT ANG       
 QV0357
 QV0357.Superseded values are not recommended for survey control.
 QV0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0357.See file dsdata.txt to determine how the superseded data were derived.
 QV0357
 QV0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL8246439553(NAD 83)
 QV0357_MARKER: DD = SURVEY DISK
 QV0357_SETTING: 0 = UNSPECIFIED SETTING
 QV0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0357
 QV0357  HISTORY     - Date     Condition        Report By
 QV0357  HISTORY     - 1950     MONUMENTED       BOR
 QV0357
 QV0357                          STATION DESCRIPTION
 QV0357
 QV0357'DESCRIBED BY US BUREAU OF RECLAMATION 1950
 QV0357'STATION IS LOCATED SW. OF HARDIN -BIG HORN COUNTY COURT HOUSE-
 QV0357'17 MI. AIR DISTANCE AND IS ABOUT 3 MI. NW. OF ST XAVIER.  IT IS 482
 QV0357'FT. NW. OF THE SE. CORNER OF SEC.17 T.4 S., R.32 E.
 QV0357'
 QV0357'STATION MARK - STATION MARK IS A USBR BENCH MARK TABLET STAMPED
 QV0357'--- H 27 ---AND SET IN THE TOP OF A CONCRETE POST.
 QV0357'
 QV0357'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0361 ***********************************************************************
 TH0361  DESIGNATION -  H 272
 TH0361  PID         -  TH0361
 TH0361  STATE/COUNTY-  MT/DANIELS
 TH0361  USGS QUAD   -  CARBERT (1973)
 TH0361
 TH0361                         *CURRENT SURVEY CONTROL
 TH0361  ___________________________________________________________________
 TH0361* NAD 83(1986)-  48 55 31.     (N)    105 49 34.     (W)     SCALED    
 TH0361* NAVD 88     -       822.695  (meters)    2699.13   (feet)  ADJUSTED  
 TH0361  ___________________________________________________________________
 TH0361  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TH0361  DYNAMIC HT  -         822.828 (meters)    2699.56  (feet)  COMP
 TH0361  MODELED GRAV-     980,743.2   (mgal)                       NAVD 88
 TH0361
 TH0361  VERT ORDER  -  SECOND    CLASS 0
 TH0361
 TH0361.The horizontal coordinates were scaled from a topographic map and have
 TH0361.an estimated accuracy of +/- 6 seconds.
 TH0361
 TH0361.The orthometric height was determined by differential leveling
 TH0361.and adjusted by the National Geodetic Survey in June 1991..
 TH0361
 TH0361.The geoid height was determined by GEOID03.
 TH0361
 TH0361.The dynamic height is computed by dividing the NAVD 88
 TH0361.geopotential number by the normal gravity value computed on the
 TH0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0361.degrees latitude (g = 980.6199 gals.).
 TH0361
 TH0361.The modeled gravity was interpolated from observed gravity values.
 TH0361
 TH0361;                    North         East    Units  Estimated Accuracy
 TH0361;SPC MT       -   525,870.      869,120.      MT  (+/- 180 meters Scaled)
 TH0361
 TH0361                          SUPERSEDED SURVEY CONTROL
 TH0361
 TH0361  NGVD 29 (??/??/92)  822.061  (m)         2697.05   (f) ADJ UNCH    2 0
 TH0361
 TH0361.Superseded values are not recommended for survey control.
 TH0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0361.See file dsdata.txt to determine how the superseded data were derived.
 TH0361
 TH0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ394194(NAD 83)
 TH0361_MARKER: DB = BENCH MARK DISK
 TH0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0361_STAMPING: H 272 1935
 TH0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0361+STABILITY: SURFACE MOTION
 TH0361
 TH0361  HISTORY     - Date     Condition        Report By
 TH0361  HISTORY     - 1935     MONUMENTED       CGS
 TH0361  HISTORY     - 1953     GOOD             NGS
 TH0361  HISTORY     - 1970     GOOD             DOD
 TH0361
 TH0361                          STATION DESCRIPTION
 TH0361
 TH0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TH0361'0.3 MI E FROM PEERLESS.
 TH0361'0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0361'PEERLESS, THENCE 10.0 MILES NORTH ALONG A COUNTY ROAD.  AT THE
 TH0361'SOUTHWEST CORNER OF SECTION 29, T 37 N, R 45 E, AT THE JUNCTION OF A
 TH0361'T-ROAD LEADING EAST, 30 FEET EAST OF THE CENTERLINE OF THE
 TH0361'NORTH-AND-SOUTH ROAD, NORTH OF THE T-ROAD, 20 FEET NORTH OF A FENCE
 TH0361'CORNER, 12 FEET SOUTHEAST OF A U.S. CUSTOMS SIGN, 2 FEET WEST OF A
 TH0361'FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 272 1935
 TH0361'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- FENCE IS GONE.
 TH0361
 TH0361                          STATION RECOVERY (1970)
 TH0361
 TH0361'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 TH0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0079 ***********************************************************************
 TK0079  DESIGNATION -  H 273 RESET
 TK0079  PID         -  TK0079
 TK0079  STATE/COUNTY-  MT/BLAINE
 TK0079  USGS QUAD   -  WILD HORSE BUTTE (1971)
 TK0079
 TK0079                         *CURRENT SURVEY CONTROL
 TK0079  ___________________________________________________________________
 TK0079* NAD 83(1986)-  48 21 14.     (N)    108 42 51.     (W)     SCALED    
 TK0079* NAVD 88     -       808.56   (meters)    2652.8    (feet)  RESET     
 TK0079  ___________________________________________________________________
 TK0079  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TK0079
 TK0079  VERT ORDER  -  THIRD
 TK0079
 TK0079.The horizontal coordinates were scaled from a topographic map and have
 TK0079.an estimated accuracy of +/- 6 seconds.
 TK0079
 TK0079.The orthometric height was computed from unverified reset data.
 TK0079
 TK0079.The geoid height was determined by GEOID03.
 TK0079
 TK0079;                    North         East    Units  Estimated Accuracy
 TK0079;SPC MT       -   456,320.      658,220.      MT  (+/- 180 meters Scaled)
 TK0079
 TK0079                          SUPERSEDED SURVEY CONTROL
 TK0079
 TK0079.No superseded survey control is available for this station.
 TK0079
 TK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU693581(NAD 83)
 TK0079_MARKER: DB = BENCH MARK DISK
 TK0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0079_STAMPING: H 273 1935 RESET 1958
 TK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0079+STABILITY: SURFACE MOTION
 TK0079
 TK0079  HISTORY     - Date     Condition        Report By
 TK0079  HISTORY     - 1958     MONUMENTED       MTDH
 TK0079
 TK0079                          STATION DESCRIPTION
 TK0079
 TK0079'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1958
 TK0079'15.3 MI SE FROM HARLEM.
 TK0079'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM HARLEM, THENCE 10.9
 TK0079'MILES SOUTH ALONG THE HAYS ROAD.  0.3 MILE SOUTH OF A BRIDGE OVER
 TK0079'WHITE BEAR CREEK, AT THE CREST OF A RISE 68 FEET NORTHEAST OF THE
 TK0079'CENTER LINE OF THE ROAD.  NOTE-- IT IS SET IN THE TOP OF A CONCRETE
 TK0079'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0107 ***********************************************************************
 TK0107  DESIGNATION -  H 274
 TK0107  PID         -  TK0107
 TK0107  STATE/COUNTY-  MT/BLAINE
 TK0107  USGS QUAD   -  PUTNAM LAKE (1971)
 TK0107
 TK0107                         *CURRENT SURVEY CONTROL
 TK0107  ___________________________________________________________________
 TK0107* NAD 83(1986)-  48 14 35.     (N)    108 52 46.     (W)     SCALED    
 TK0107* NAVD 88     -       951.752  (meters)    3122.54   (feet)  ADJUSTED  
 TK0107  ___________________________________________________________________
 TK0107  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 TK0107  DYNAMIC HT  -         951.809 (meters)    3122.73  (feet)  COMP
 TK0107  MODELED GRAV-     980,638.4   (mgal)                       NAVD 88
 TK0107
 TK0107  VERT ORDER  -  SECOND    CLASS 0
 TK0107
 TK0107.The horizontal coordinates were scaled from a topographic map and have
 TK0107.an estimated accuracy of +/- 6 seconds.
 TK0107
 TK0107.The orthometric height was determined by differential leveling
 TK0107.and adjusted by the National Geodetic Survey in June 1991..
 TK0107
 TK0107.The geoid height was determined by GEOID03.
 TK0107
 TK0107.The dynamic height is computed by dividing the NAVD 88
 TK0107.geopotential number by the normal gravity value computed on the
 TK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0107.degrees latitude (g = 980.6199 gals.).
 TK0107
 TK0107.The modeled gravity was interpolated from observed gravity values.
 TK0107
 TK0107;                    North         East    Units  Estimated Accuracy
 TK0107;SPC MT       -   443,890.      646,070.      MT  (+/- 180 meters Scaled)
 TK0107
 TK0107                          SUPERSEDED SURVEY CONTROL
 TK0107
 TK0107  NGVD 29 (??/??/92)  950.946  (m)         3119.90   (f) ADJ UNCH    2 0
 TK0107
 TK0107.Superseded values are not recommended for survey control.
 TK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0107.See file dsdata.txt to determine how the superseded data were derived.
 TK0107
 TK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU574454(NAD 83)
 TK0107_MARKER: DB = BENCH MARK DISK
 TK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0107_STAMPING: H 274 1935
 TK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0107+STABILITY: SURFACE MOTION
 TK0107
 TK0107  HISTORY     - Date     Condition        Report By
 TK0107  HISTORY     - 1935     MONUMENTED       CGS
 TK0107  HISTORY     - 1971     GOOD             USGS
 TK0107
 TK0107                          STATION DESCRIPTION
 TK0107
 TK0107'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 TK0107'24.5 MI SW FROM HARLEM.
 TK0107'4.4 MILES SOUTHEAST ALONG U.S. HWY 2 FROM HARLEM, 2.2 MILES SOUTH
 TK0107'ALONG THE HAYS ROAD AND 17.4 MILES SOUTHWEST ALONG THE OLD ROAD TO
 TK0107'PUTNAM LAKE.  1.5 MILES SOUTH OF THE BRIDGE OVER PEOPLES CREEK.  0.9
 TK0107'MILES SOUTH OF A FEN.  0.8 MILES SOUTHEAST OF SOME FARM BUILDINGS. 1/4
 TK0107'MILE SOUTHWEST OF A Y-RD S.E.  0.4 MI. EAST OF THE F.B.I.R. BNDRY. AT
 TK0107'THE CREST OF A LOW HILL.  36 FEET S.E. OF ROAD.  A STANDARD DISK
 TK0107'STAMPED H 274 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0240 ***********************************************************************
 SR0240  DESIGNATION -  H 275
 SR0240  PID         -  SR0240
 SR0240  STATE/COUNTY-  MT/PHILLIPS
 SR0240  USGS QUAD   -  ZORTMAN (1971)
 SR0240
 SR0240                         *CURRENT SURVEY CONTROL
 SR0240  ___________________________________________________________________
 SR0240* NAD 83(1986)-  47 55 30.     (N)    108 32 08.     (W)     SCALED    
 SR0240* NAVD 88     -      1272.512  (meters)    4174.90   (feet)  ADJUSTED  
 SR0240  ___________________________________________________________________
 SR0240  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 SR0240  DYNAMIC HT  -        1272.471 (meters)    4174.77  (feet)  COMP
 SR0240  MODELED GRAV-     980,534.7   (mgal)                       NAVD 88
 SR0240
 SR0240  VERT ORDER  -  SECOND    CLASS 0
 SR0240
 SR0240.The horizontal coordinates were scaled from a topographic map and have
 SR0240.an estimated accuracy of +/- 6 seconds.
 SR0240
 SR0240.The orthometric height was determined by differential leveling
 SR0240.and adjusted by the National Geodetic Survey in June 1991..
 SR0240
 SR0240.The geoid height was determined by GEOID03.
 SR0240
 SR0240.The dynamic height is computed by dividing the NAVD 88
 SR0240.geopotential number by the normal gravity value computed on the
 SR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0240.degrees latitude (g = 980.6199 gals.).
 SR0240
 SR0240.The modeled gravity was interpolated from observed gravity values.
 SR0240
 SR0240;                    North         East    Units  Estimated Accuracy
 SR0240;SPC MT       -   408,800.      672,040.      MT  (+/- 180 meters Scaled)
 SR0240
 SR0240                          SUPERSEDED SURVEY CONTROL
 SR0240
 SR0240  NGVD 29 (??/??/92) 1271.666  (m)         4172.12   (f) ADJ UNCH    2 0
 SR0240
 SR0240.Superseded values are not recommended for survey control.
 SR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0240.See file dsdata.txt to determine how the superseded data were derived.
 SR0240
 SR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU840109(NAD 83)
 SR0240_MARKER: DB = BENCH MARK DISK
 SR0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0240_STAMPING: H 275 1935
 SR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0240+STABILITY: SURFACE MOTION
 SR0240
 SR0240  HISTORY     - Date     Condition        Report By
 SR0240  HISTORY     - 1935     MONUMENTED       CGS
 SR0240  HISTORY     - 1937     GOOD             NGS
 SR0240
 SR0240                          STATION DESCRIPTION
 SR0240
 SR0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SR0240'0.7 MI NW FROM ZORTMAN.
 SR0240'0.7 MILE NORTHWEST ALONG THE LODGEPOLE ROAD FROM THE POST OFFICE AT
 SR0240'ZORTMAN, PHILLIPS COUNTY, 200 FEET WEST OF THE JUNCTION OF A T-ROAD
 SR0240'LEADING TO A SPRING, 70 FEET SOUTHWEST OF THE CREST OF A RISE, ON THE
 SR0240'NORTH BANK OF A CREEK, AND 60 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 SR0240'ROAD.  A STANDARD DISK, STAMPED H 275 1935 AND SET IN THE TOP OF A
 SR0240'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0026 ***********************************************************************
 TK0026  DESIGNATION -  H 276
 TK0026  PID         -  TK0026
 TK0026  STATE/COUNTY-  MT/PHILLIPS
 TK0026  USGS QUAD   -  PHILLIPS (1965)
 TK0026
 TK0026                         *CURRENT SURVEY CONTROL
 TK0026  ___________________________________________________________________
 TK0026* NAD 83(1986)-  48 04 42.     (N)    108 08 27.     (W)     SCALED    
 TK0026* NAVD 88     -       791.096  (meters)    2595.45   (feet)  ADJUSTED  
 TK0026  ___________________________________________________________________
 TK0026  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 TK0026  DYNAMIC HT  -         791.136 (meters)    2595.59  (feet)  COMP
 TK0026  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 TK0026
 TK0026  VERT ORDER  -  FIRST     CLASS II
 TK0026
 TK0026.The horizontal coordinates were scaled from a topographic map and have
 TK0026.an estimated accuracy of +/- 6 seconds.
 TK0026
 TK0026.The orthometric height was determined by differential leveling
 TK0026.and adjusted by the National Geodetic Survey in June 1991..
 TK0026
 TK0026.The geoid height was determined by GEOID03.
 TK0026
 TK0026.The dynamic height is computed by dividing the NAVD 88
 TK0026.geopotential number by the normal gravity value computed on the
 TK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0026.degrees latitude (g = 980.6199 gals.).
 TK0026
 TK0026.The modeled gravity was interpolated from observed gravity values.
 TK0026
 TK0026;                    North         East    Units  Estimated Accuracy
 TK0026;SPC MT       -   426,280.      701,230.      MT  (+/- 180 meters Scaled)
 TK0026
 TK0026                          SUPERSEDED SURVEY CONTROL
 TK0026
 TK0026  NGVD 29 (??/??/92)  790.287  (m)         2592.80   (f) ADJ UNCH    1 2
 TK0026
 TK0026.Superseded values are not recommended for survey control.
 TK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0026.See file dsdata.txt to determine how the superseded data were derived.
 TK0026
 TK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU129289(NAD 83)
 TK0026_MARKER: DB = BENCH MARK DISK
 TK0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0026_STAMPING: H 276 1935
 TK0026_PROJECTION: PROJECTING 10 CENTIMETERS
 TK0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0026+STABILITY: SURFACE MOTION
 TK0026
 TK0026  HISTORY     - Date     Condition        Report By
 TK0026  HISTORY     - 1935     MONUMENTED       CGS
 TK0026  HISTORY     - 1980     GOOD             NGS
 TK0026
 TK0026                          STATION DESCRIPTION
 TK0026
 TK0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0026'2.0 MI SE FROM PHILLIPS.
 TK0026'2.0 MILES SOUTHEAST ALONG THE REGINA ROAD FROM THE JUNCTION OF THE
 TK0026'MALTA-ZORTMAN ROAD AT PHILLIPS, AT THE CREST OF A LARGE KNOLL, 42 FEET
 TK0026'NORTHEAST OF THE CENTER OF THE ROAD, AND LEVEL WITH THE ROAD.  A
 TK0026'STANDARD DISK, STAMPED H 276 1935 AND SET IN THE TOP OF A CONCRETE
 TK0026'POST.
 TK0026
 TK0026                          STATION RECOVERY (1980)
 TK0026
 TK0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TK0026'41.1 KM (25.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 TK0026'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 TK0026'18.4 KM (11.4 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 TK0026'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, THENCE 3.1 KM (1.85 MI)
 TK0026'SOUTHEAST ALONG A DIRT ROAD AT THE CREST OF RIDGE, 12.8 METERS (42.0
 TK0026'FT) NORTHEAST OF THE CENTER OF A DIRT ROAD, AND 0.6 METERS (2.0 FT)
 TK0026'SOUTHWEST OF A FENCE.
 TK0026'THE MARK IS 0.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0058 ***********************************************************************
 SR0058  DESIGNATION -  H 277
 SR0058  PID         -  SR0058
 SR0058  STATE/COUNTY-  MT/PHILLIPS
 SR0058  USGS QUAD   -  CHAIN BUTTES (1965)
 SR0058
 SR0058                         *CURRENT SURVEY CONTROL
 SR0058  ___________________________________________________________________
 SR0058* NAD 83(1986)-  47 36 11.     (N)    108 03 46.     (W)     SCALED    
 SR0058* NAVD 88     -       678.111  (meters)    2224.77   (feet)  ADJUSTED  
 SR0058  ___________________________________________________________________
 SR0058  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SR0058  DYNAMIC HT  -         678.123 (meters)    2224.81  (feet)  COMP
 SR0058  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 SR0058
 SR0058  VERT ORDER  -  SECOND    CLASS 0
 SR0058
 SR0058.The horizontal coordinates were scaled from a topographic map and have
 SR0058.an estimated accuracy of +/- 6 seconds.
 SR0058
 SR0058.The orthometric height was determined by differential leveling
 SR0058.and adjusted by the National Geodetic Survey in June 1991..
 SR0058
 SR0058.The geoid height was determined by GEOID03.
 SR0058
 SR0058.The dynamic height is computed by dividing the NAVD 88
 SR0058.geopotential number by the normal gravity value computed on the
 SR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0058.degrees latitude (g = 980.6199 gals.).
 SR0058
 SR0058.The modeled gravity was interpolated from observed gravity values.
 SR0058
 SR0058;                    North         East    Units  Estimated Accuracy
 SR0058;SPC MT       -   373,580.      708,010.      MT  (+/- 180 meters Scaled)
 SR0058
 SR0058                          SUPERSEDED SURVEY CONTROL
 SR0058
 SR0058  NGVD 29 (??/??/92)  677.367  (m)         2222.33   (f) ADJ UNCH    2 0
 SR0058
 SR0058.Superseded values are not recommended for survey control.
 SR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0058.See file dsdata.txt to determine how the superseded data were derived.
 SR0058
 SR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT207763(NAD 83)
 SR0058_MARKER: DB = BENCH MARK DISK
 SR0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0058_STAMPING: H 277 1935
 SR0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0058+STABILITY: SURFACE MOTION
 SR0058
 SR0058  HISTORY     - Date     Condition        Report By
 SR0058  HISTORY     - 1935     MONUMENTED       CGS
 SR0058  HISTORY     - 1965     MARK NOT FOUND   USGS
 SR0058
 SR0058                          STATION DESCRIPTION
 SR0058
 SR0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SR0058'14.1 MI W FROM LEGG.
 SR0058'14.1 MILES WEST ALONG THE WILDER ROAD FROM LEGG, PHILLIPS COUNTY, 2.3
 SR0058'MILES SOUTHEAST OF A GATE AT A FENCE CROSSING, 0.5 MILE NORTHEAST OF A
 SR0058'FARMHOUSE, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 72 FEET
 SR0058'NORTH AND 36 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED H
 SR0058'277 1935 AND SET IN THE TOP OF A CONCRETE POST.
 SR0058
 SR0058                          STATION RECOVERY (1965)
 SR0058
 SR0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SR0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0213 ***********************************************************************
 TK0213  DESIGNATION -  H 278 RESET
 TK0213  PID         -  TK0213
 TK0213  STATE/COUNTY-  MT/HILL
 TK0213  USGS QUAD   -  CEMENT HILL (1984)
 TK0213
 TK0213                         *CURRENT SURVEY CONTROL
 TK0213  ___________________________________________________________________
 TK0213* NAD 83(1986)-  48 23 32.     (N)    109 41 31.     (W)     SCALED    
 TK0213* NAVD 88     -       967.19   (+/-2cm)    3173.2    (feet)  VERTCON   
 TK0213  ___________________________________________________________________
 TK0213  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 TK0213
 TK0213  VERT ORDER  -  THIRD (See Below)
 TK0213
 TK0213.The horizontal coordinates were scaled from a topographic map and have
 TK0213.an estimated accuracy of +/- 6 seconds.
 TK0213
 TK0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0213.The vertical order pertains to the NGVD 29 superseded value.
 TK0213
 TK0213.The geoid height was determined by GEOID03.
 TK0213
 TK0213;                    North         East    Units  Estimated Accuracy
 TK0213;SPC MT       -   460,310.      585,790.      MT  (+/- 180 meters Scaled)
 TK0213
 TK0213                          SUPERSEDED SURVEY CONTROL
 TK0213
 TK0213  NGVD 29 (??/??/??)  966.41   (m)         3170.6    (f) RESET       3  
 TK0213
 TK0213.Superseded values are not recommended for survey control.
 TK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0213.See file dsdata.txt to determine how the superseded data were derived.
 TK0213
 TK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU968607(NAD 83)
 TK0213_MARKER: DB = BENCH MARK DISK
 TK0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0213_STAMPING: H 278 1935
 TK0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0213+STABILITY: SURFACE MOTION
 TK0213
 TK0213  HISTORY     - Date     Condition        Report By
 TK0213  HISTORY     - UNK      MONUMENTED       MTDH
 TK0213  HISTORY     - 1957     POOR             USGS
 TK0213  HISTORY     - 1978     MARK NOT FOUND   USGS
 TK0213
 TK0213                          STATION DESCRIPTION
 TK0213
 TK0213'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TK0213'12.2 MI S FROM HAVRE.
 TK0213'12.2 MILES SOUTH ALONG THE WARRICK ROAD FROM THE GREAT NORTHERN
 TK0213'RAILWAY STATION AT HAVRE, HILL COUNTY, 0.2 MILE NORTHWEST OF A BRIDGE
 TK0213'OVER BEAVER CREEK, AT THE JUNCTION OF A T-ROAD LEADING NORTHWEST, AND
 TK0213'94 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 TK0213'STAMPED H 278 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TK0213
 TK0213                          STATION RECOVERY (1978)
 TK0213
 TK0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TK0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0235 ***********************************************************************
 TK0235  DESIGNATION -  H 279
 TK0235  PID         -  TK0235
 TK0235  STATE/COUNTY-  MT/CHOUTEAU
 TK0235  USGS QUAD   -  WARRICK (1984)
 TK0235
 TK0235                         *CURRENT SURVEY CONTROL
 TK0235  ___________________________________________________________________
 TK0235* NAD 83(1986)-  48 06 47.     (N)    109 36 57.     (W)     SCALED    
 TK0235* NAVD 88     -      1319.312  (meters)    4328.44   (feet)  ADJUSTED  
 TK0235  ___________________________________________________________________
 TK0235  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 TK0235  DYNAMIC HT  -        1319.294 (meters)    4328.38  (feet)  COMP
 TK0235  MODELED GRAV-     980,551.2   (mgal)                       NAVD 88
 TK0235
 TK0235  VERT ORDER  -  SECOND    CLASS 0
 TK0235
 TK0235.The horizontal coordinates were scaled from a topographic map and have
 TK0235.an estimated accuracy of +/- 6 seconds.
 TK0235
 TK0235.The orthometric height was determined by differential leveling
 TK0235.and adjusted by the National Geodetic Survey in June 1991..
 TK0235
 TK0235.The geoid height was determined by GEOID03.
 TK0235
 TK0235.The dynamic height is computed by dividing the NAVD 88
 TK0235.geopotential number by the normal gravity value computed on the
 TK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0235.degrees latitude (g = 980.6199 gals.).
 TK0235
 TK0235.The modeled gravity was interpolated from observed gravity values.
 TK0235
 TK0235;                    North         East    Units  Estimated Accuracy
 TK0235;SPC MT       -   429,270.      591,380.      MT  (+/- 180 meters Scaled)
 TK0235
 TK0235                          SUPERSEDED SURVEY CONTROL
 TK0235
 TK0235  NGVD 29 (??/??/92) 1318.470  (m)         4325.68   (f) ADJ UNCH    2 0
 TK0235
 TK0235.Superseded values are not recommended for survey control.
 TK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0235.See file dsdata.txt to determine how the superseded data were derived.
 TK0235
 TK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU030297(NAD 83)
 TK0235_MARKER: DB = BENCH MARK DISK
 TK0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0235_STAMPING: H 279 1935
 TK0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0235+STABILITY: SURFACE MOTION
 TK0235
 TK0235  HISTORY     - Date     Condition        Report By
 TK0235  HISTORY     - 1935     MONUMENTED       CGS
 TK0235  HISTORY     - 1957     GOOD             USGS
 TK0235
 TK0235                          STATION DESCRIPTION
 TK0235
 TK0235'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TK0235'3.3 MI N FROM WARRICK.
 TK0235'3.3 MILES NORTH ALONG THE HAVRE ROAD FROM THE JUNCTION OF THE
 TK0235'WARRICK-BIG SANDY ROAD AT WARRICK, CHOUTEAU COUNTY TO A CURVE IN THE
 TK0235'ROAD 0.1 MILE SOUTHEAST OF A FARM HOUSE, 260 FEET SOUTHWEST OF A CURVE
 TK0235'IN THE ROAD, 50 FEET NORTHEAST OF A DRAIN AT A FENCE CROSSING, AND AT
 TK0235'A FENCE.  A STANDARD DISK, STAMPED H 279 1935 AND SET IN THE TOP OF A
 TK0235'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0174 ***********************************************************************
 TK0174  DESIGNATION -  H 280
 TK0174  PID         -  TK0174
 TK0174  STATE/COUNTY-  MT/BLAINE
 TK0174  USGS QUAD   -  CLEVELAND (1987)
 TK0174
 TK0174                         *CURRENT SURVEY CONTROL
 TK0174  ___________________________________________________________________
 TK0174* NAD 83(1986)-  48 15 06.     (N)    109 10 34.     (W)     SCALED    
 TK0174* NAVD 88     -      1111.134  (meters)    3645.45   (feet)  ADJUSTED  
 TK0174  ___________________________________________________________________
 TK0174  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 TK0174  DYNAMIC HT  -        1111.180 (meters)    3645.60  (feet)  COMP
 TK0174  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 TK0174
 TK0174  VERT ORDER  -  SECOND    CLASS 0
 TK0174
 TK0174.The horizontal coordinates were scaled from a topographic map and have
 TK0174.an estimated accuracy of +/- 6 seconds.
 TK0174
 TK0174.The orthometric height was determined by differential leveling
 TK0174.and adjusted by the National Geodetic Survey in June 1991..
 TK0174
 TK0174.The geoid height was determined by GEOID03.
 TK0174
 TK0174.The dynamic height is computed by dividing the NAVD 88
 TK0174.geopotential number by the normal gravity value computed on the
 TK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0174.degrees latitude (g = 980.6199 gals.).
 TK0174
 TK0174.The modeled gravity was interpolated from observed gravity values.
 TK0174
 TK0174;                    North         East    Units  Estimated Accuracy
 TK0174;SPC MT       -   444,720.      624,040.      MT  (+/- 180 meters Scaled)
 TK0174
 TK0174                          SUPERSEDED SURVEY CONTROL
 TK0174
 TK0174  NGVD 29 (??/??/92) 1110.316  (m)         3642.76   (f) ADJ UNCH    2 0
 TK0174
 TK0174.Superseded values are not recommended for survey control.
 TK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0174.See file dsdata.txt to determine how the superseded data were derived.
 TK0174
 TK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU353458(NAD 83)
 TK0174_MARKER: DB = BENCH MARK DISK
 TK0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0174_STAMPING: H 280 1935
 TK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0174+STABILITY: SURFACE MOTION
 TK0174
 TK0174  HISTORY     - Date     Condition        Report By
 TK0174  HISTORY     - 1935     MONUMENTED       CGS
 TK0174  HISTORY     - 1955     GOOD             USGS
 TK0174
 TK0174                          STATION DESCRIPTION
 TK0174
 TK0174'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0174'1.9 MI SW FROM CLEVELAND.
 TK0174'1.9 MILES SOUTHWEST ON THE LEROY ROAD FROM CLEVELAND, BLAINE COUNTY,
 TK0174'318 FEET NORTHWEST OF THE CENTERLINE OF THE PRESENT ROAD, 70 FEET WEST
 TK0174'OF THE CENTERLINE OF THE OLD ROAD, 18 FEET NORTHEAST OF A FENCE
 TK0174'CORNER, AND AT THE FENCE.  A STANDARD DISK STAMPED H 280 1935 AND SET
 TK0174'IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD HAS BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0198 ***********************************************************************
 TK0198  DESIGNATION -  H 281
 TK0198  PID         -  TK0198
 TK0198  STATE/COUNTY-  MT/BLAINE
 TK0198  USGS QUAD   -  BLUE STONE PEAK (1987)
 TK0198
 TK0198                         *CURRENT SURVEY CONTROL
 TK0198  ___________________________________________________________________
 TK0198* NAD 83(1986)-  48 02 10.     (N)    109 23 11.     (W)     SCALED    
 TK0198* NAVD 88     -      1279.490  (meters)    4197.79   (feet)  ADJUSTED  
 TK0198  ___________________________________________________________________
 TK0198  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 TK0198  DYNAMIC HT  -        1279.463 (meters)    4197.70  (feet)  COMP
 TK0198  MODELED GRAV-     980,545.0   (mgal)                       NAVD 88
 TK0198
 TK0198  VERT ORDER  -  SECOND    CLASS 0
 TK0198
 TK0198.The horizontal coordinates were scaled from a topographic map and have
 TK0198.an estimated accuracy of +/- 6 seconds.
 TK0198
 TK0198.The orthometric height was determined by differential leveling
 TK0198.and adjusted by the National Geodetic Survey in June 1991..
 TK0198
 TK0198.The geoid height was determined by GEOID03.
 TK0198
 TK0198.The dynamic height is computed by dividing the NAVD 88
 TK0198.geopotential number by the normal gravity value computed on the
 TK0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0198.degrees latitude (g = 980.6199 gals.).
 TK0198
 TK0198.The modeled gravity was interpolated from observed gravity values.
 TK0198
 TK0198;                    North         East    Units  Estimated Accuracy
 TK0198;SPC MT       -   420,720.      608,470.      MT  (+/- 180 meters Scaled)
 TK0198
 TK0198                          SUPERSEDED SURVEY CONTROL
 TK0198
 TK0198  NGVD 29 (??/??/92) 1278.642  (m)         4195.01   (f) ADJ UNCH    2 0
 TK0198
 TK0198.Superseded values are not recommended for survey control.
 TK0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0198.See file dsdata.txt to determine how the superseded data were derived.
 TK0198
 TK0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU202215(NAD 83)
 TK0198_MARKER: DB = BENCH MARK DISK
 TK0198_SETTING: 66 = SET IN ROCK OUTCROP
 TK0198_SP_SET: ROCK OUTCROP
 TK0198_STAMPING: H 281 1935
 TK0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0198+STABILITY: POSITION/ELEVATION WELL
 TK0198
 TK0198  HISTORY     - Date     Condition        Report By
 TK0198  HISTORY     - 1935     MONUMENTED       CGS
 TK0198  HISTORY     - 1955     GOOD             USGS
 TK0198
 TK0198                          STATION DESCRIPTION
 TK0198
 TK0198'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0198'27.9 MI SW FROM CLEVELAND.
 TK0198'27.9 MILES SOUTHWEST ALONG THE LEROY ROAD FROM THE JUNCTION OF THE
 TK0198'CHINOOK ROAD AT CLEVELAND, BLAINE COUNTY, 115 FEET NORTHEAST OF THE
 TK0198'CREST OF A RISE, 15 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND
 TK0198'NEAR THE CENTER OF A 5- BY 3-FOOT ROCK OUTCROP.  A STANDARD DISK,
 TK0198'STAMPED H 281 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0271 ***********************************************************************
 TH0271  DESIGNATION -  H 286
 TH0271  PID         -  TH0271
 TH0271  STATE/COUNTY-  MT/ROOSEVELT
 TH0271  USGS QUAD   -  BEARS NEST (1983)
 TH0271
 TH0271                         *CURRENT SURVEY CONTROL
 TH0271  ___________________________________________________________________
 TH0271* NAD 83(1986)-  48 28 37.     (N)    105 27 02.     (W)     SCALED    
 TH0271* NAVD 88     -       787.984  (meters)    2585.24   (feet)  ADJUSTED  
 TH0271  ___________________________________________________________________
 TH0271  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 TH0271  DYNAMIC HT  -         788.086 (meters)    2585.58  (feet)  COMP
 TH0271  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 TH0271
 TH0271  VERT ORDER  -  SECOND    CLASS 0
 TH0271
 TH0271.The horizontal coordinates were scaled from a topographic map and have
 TH0271.an estimated accuracy of +/- 6 seconds.
 TH0271
 TH0271.The orthometric height was determined by differential leveling
 TH0271.and adjusted by the National Geodetic Survey in June 1991..
 TH0271
 TH0271.The geoid height was determined by GEOID03.
 TH0271
 TH0271.The dynamic height is computed by dividing the NAVD 88
 TH0271.geopotential number by the normal gravity value computed on the
 TH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0271.degrees latitude (g = 980.6199 gals.).
 TH0271
 TH0271.The modeled gravity was interpolated from observed gravity values.
 TH0271
 TH0271;                    North         East    Units  Estimated Accuracy
 TH0271;SPC MT       -   477,450.      899,180.      MT  (+/- 180 meters Scaled)
 TH0271
 TH0271                          SUPERSEDED SURVEY CONTROL
 TH0271
 TH0271  NGVD 29 (??/??/92)  787.384  (m)         2583.28   (f) ADJ UNCH    2 0
 TH0271
 TH0271.Superseded values are not recommended for survey control.
 TH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0271.See file dsdata.txt to determine how the superseded data were derived.
 TH0271
 TH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP667694(NAD 83)
 TH0271_MARKER: DB = BENCH MARK DISK
 TH0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0271_STAMPING: H 286 1935
 TH0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0271+STABILITY: SURFACE MOTION
 TH0271
 TH0271  HISTORY     - Date     Condition        Report By
 TH0271  HISTORY     - 1935     MONUMENTED       CGS
 TH0271  HISTORY     - 1948     GOOD             NGS
 TH0271
 TH0271                          STATION DESCRIPTION
 TH0271
 TH0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TH0271'22.7 MI SW FROM SCOBEY.
 TH0271'21.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE GREAT NORTHERN
 TH0271'RAILWAY STATION AT SCOBEY, THENCE 1.0 MILE WEST ALONG THE TOWNSHIP
 TH0271'LINE, AT THE SOUTHEAST CORNER OF SECTION 34, T. 32 N., R. 48 E., 73.0
 TH0271'FEET NORTH OF A T FENCE CORNER, 2.6 FEET SOUTHWEST OF A T FENCE
 TH0271'CORNER, 1.6 FEET SOUTH OF AN EAST-WEST FENCE LINE, 1.4 FEET EAST OF A
 TH0271'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 TH0271'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0169 ***********************************************************************
 RT0169  DESIGNATION -  H 29
 RT0169  PID         -  RT0169
 RT0169  STATE/COUNTY-  MT/PRAIRIE
 RT0169  USGS QUAD   -  FALLON (1983)
 RT0169
 RT0169                         *CURRENT SURVEY CONTROL
 RT0169  ___________________________________________________________________
 RT0169* NAD 83(1986)-  46 50 14.     (N)    105 03 47.     (W)     SCALED    
 RT0169* NAVD 88     -       665.760  (meters)    2184.25   (feet)  ADJUSTED  
 RT0169  ___________________________________________________________________
 RT0169  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 RT0169  DYNAMIC HT  -         665.743 (meters)    2184.19  (feet)  COMP
 RT0169  MODELED GRAV-     980,566.8   (mgal)                       NAVD 88
 RT0169
 RT0169  VERT ORDER  -  FIRST     CLASS II
 RT0169
 RT0169.The horizontal coordinates were scaled from a topographic map and have
 RT0169.an estimated accuracy of +/- 6 seconds.
 RT0169
 RT0169.The orthometric height was determined by differential leveling
 RT0169.and adjusted by the National Geodetic Survey in June 1991..
 RT0169
 RT0169.The geoid height was determined by GEOID03.
 RT0169
 RT0169.The dynamic height is computed by dividing the NAVD 88
 RT0169.geopotential number by the normal gravity value computed on the
 RT0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0169.degrees latitude (g = 980.6199 gals.).
 RT0169
 RT0169.The modeled gravity was interpolated from observed gravity values.
 RT0169
 RT0169;                    North         East    Units  Estimated Accuracy
 RT0169;SPC MT       -   297,070.      938,100.      MT  (+/- 180 meters Scaled)
 RT0169
 RT0169                          SUPERSEDED SURVEY CONTROL
 RT0169
 RT0169  NGVD 29 (??/??/92)  665.195  (m)         2182.39   (f) ADJ UNCH    1 2
 RT0169
 RT0169.Superseded values are not recommended for survey control.
 RT0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0169.See file dsdata.txt to determine how the superseded data were derived.
 RT0169
 RT0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM951870(NAD 83)
 RT0169_MARKER: DB = BENCH MARK DISK
 RT0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0169_SP_SET: FOOTING
 RT0169_STAMPING: 2182.256
 RT0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0169
 RT0169  HISTORY     - Date     Condition        Report By
 RT0169  HISTORY     - UNK      MONUMENTED       CGS
 RT0169  HISTORY     - 1960     GOOD             NGS
 RT0169  HISTORY     - 1966     MARK NOT FOUND   USGS
 RT0169  HISTORY     - 1981     MARK NOT FOUND   NGS
 RT0169
 RT0169                          STATION DESCRIPTION
 RT0169
 RT0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0169'2.85 MI E FROM FALLON.
 RT0169'2.85 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0169'FALLON, 10 POLES EAST OF MILEPOST 27, IN SECTION 31, R 53 E, T 13 N,
 RT0169'IN THE TOP OF THE GRANITE FOOTING FOR THE NORTHWEST LEG OF AN
 RT0169'ABANDONED WATER TANK, 26 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL
 RT0169'WITH THE TRACK.  NOTE-- NO WATER TANK OR GRANITE FOOTING COULD BE
 RT0169'FOUND IN THIS AREA.
 RT0169
 RT0169                          STATION RECOVERY (1966)
 RT0169
 RT0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RT0169'MARK NOT FOUND.
 RT0169
 RT0169                          STATION RECOVERY (1981)
 RT0169
 RT0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0169'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0451 ***********************************************************************
 QV0451  DESIGNATION -  H 29
 QV0451  PID         -  QV0451
 QV0451  STATE/COUNTY-  MT/BIG HORN
 QV0451  USGS QUAD   -  LEMONADE SPRINGS (1969)
 QV0451
 QV0451                         *CURRENT SURVEY CONTROL
 QV0451  ___________________________________________________________________
 QV0451* NAD 83(1993)-  45 29 39.83638(N)    107 46 41.40007(W)     ADJUSTED  
 QV0451* NAVD 88     -      1000.21   (+/-2cm)    3281.5    (feet)  VERTCON   
 QV0451  ___________________________________________________________________
 QV0451  LAPLACE CORR-          -8.75  (seconds)                    DEFLEC99
 QV0451  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 QV0451
 QV0451  HORZ ORDER  -  THIRD
 QV0451  VERT ORDER  -  THIRD ? (See Below)
 QV0451
 QV0451.The horizontal coordinates were established by classical geodetic methods
 QV0451.and adjusted by the National Geodetic Survey in January 1997..
 QV0451
 QV0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0451.The vertical order pertains to the NGVD 29 superseded value.
 QV0451
 QV0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0451
 QV0451.The geoid height was determined by GEOID03.
 QV0451
 QV0451;                    North         East     Units Scale Factor Converg.
 QV0451;SPC MT       -   139,781.593   734,542.566   MT  0.99973922   +1 15 34.3
 QV0451;SPC MT       -   458,601.03  2,409,916.56   iFT  0.99973922   +1 15 34.3
 QV0451;UTM  13      - 5,041,628.942   282,930.567   MT  1.00017936   -1 58 55.6
 QV0451
 QV0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0451!SPC MT       -   0.99984541  x   0.99973922  =   0.99958467
 QV0451!UTM  13      -   0.99984541  x   1.00017936  =   1.00002474
 QV0451
 QV0451                          SUPERSEDED SURVEY CONTROL
 QV0451
 QV0451  NAD 83(1992)-  45 29 39.83410(N)    107 46 41.39805(W) AD(       ) 3
 QV0451  NAD 83(1986)-  45 29 39.83120(N)    107 46 41.38974(W) AD(       ) 3
 QV0451  NGVD 29 (02/14/91)  999.48   (m)         3279.1    (f) LEVELING    3  
 QV0451
 QV0451.Superseded values are not recommended for survey control.
 QV0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0451.See file dsdata.txt to determine how the superseded data were derived.
 QV0451
 QV0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL8293141629(NAD 83)
 QV0451_MARKER: DS = TRIANGULATION STATION DISK
 QV0451_SETTING: 0 = UNSPECIFIED SETTING
 QV0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0451
 QV0451  HISTORY     - Date     Condition        Report By
 QV0451  HISTORY     - 1950     MONUMENTED       USGS
 QV0451
 QV0451                          STATION DESCRIPTION
 QV0451
 QV0451'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QV0451'LOCATED IN NW. 1/4, SW. 1/4, SEC. 9, T 4 S, R 32 E.
 QV0451'
 QV0451'ABOUT 0.7 MI. W. ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT HARDIN,
 QV0451'BIG HORN COUNTY, TO THE JUNCTION WITH THE ST. XAVIER HIGHWAY, THENCE
 QV0451'S. ALONG THE ST. XAVIER HIGHWAY ABOUT 7.7 MI. TO TWO LEGGIN CREEK,
 QV0451'THENCE SW. ALONG A COUNTY ROAD ABOUT 14.0 MI. TO A FENCE INTERSECTION,
 QV0451'A POINT ABOUT 0.5 MI. N. OF BEAUVAIS CREEK, THENCE W. ALONG THE FENCE
 QV0451'0.5 MI. TO A FENCE CORNER, THENCE NW. ALONG A DIM TRAIL ABOUT 0.3 MI.,
 QV0451'CROSS TWO SMALL DRAWS, THENCE LEFT UP A RIDGE TO THE TOP.
 QV0451'
 QV0451'STATION MARK - - A STANDARD USBR DISK, STAMPED---H 29---
 QV0451'AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0443 ***********************************************************************
 SQ0443  DESIGNATION -  H 292
 SQ0443  PID         -  SQ0443
 SQ0443  STATE/COUNTY-  MT/VALLEY
 SQ0443  USGS QUAD   -  LEWIS RESERVOIR (1978)
 SQ0443
 SQ0443                         *CURRENT SURVEY CONTROL
 SQ0443  ___________________________________________________________________
 SQ0443* NAD 83(1986)-  47 59 59.     (N)    106 43 58.     (W)     SCALED    
 SQ0443* NAVD 88     -       663.087  (meters)    2175.48   (feet)  ADJUSTED  
 SQ0443  ___________________________________________________________________
 SQ0443  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SQ0443  DYNAMIC HT  -         663.151 (meters)    2175.69  (feet)  COMP
 SQ0443  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 SQ0443
 SQ0443  VERT ORDER  -  SECOND    CLASS 0
 SQ0443
 SQ0443.The horizontal coordinates were scaled from a topographic map and have
 SQ0443.an estimated accuracy of +/- 6 seconds.
 SQ0443
 SQ0443.The orthometric height was determined by differential leveling
 SQ0443.and adjusted by the National Geodetic Survey in June 1991..
 SQ0443
 SQ0443.The geoid height was determined by GEOID03.
 SQ0443
 SQ0443.The dynamic height is computed by dividing the NAVD 88
 SQ0443.geopotential number by the normal gravity value computed on the
 SQ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0443.degrees latitude (g = 980.6199 gals.).
 SQ0443
 SQ0443.The modeled gravity was interpolated from observed gravity values.
 SQ0443
 SQ0443;                    North         East    Units  Estimated Accuracy
 SQ0443;SPC MT       -   420,310.      806,370.      MT  (+/- 180 meters Scaled)
 SQ0443
 SQ0443                          SUPERSEDED SURVEY CONTROL
 SQ0443
 SQ0443  NGVD 29 (??/??/92)  662.461  (m)         2173.42   (f) ADJ UNCH    2 0
 SQ0443
 SQ0443.Superseded values are not recommended for survey control.
 SQ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0443.See file dsdata.txt to determine how the superseded data were derived.
 SQ0443
 SQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP707177(NAD 83)
 SQ0443_MARKER: DB = BENCH MARK DISK
 SQ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0443_STAMPING: H 292 1935
 SQ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0443+STABILITY: SURFACE MOTION
 SQ0443
 SQ0443  HISTORY     - Date     Condition        Report By
 SQ0443  HISTORY     - 1935     MONUMENTED       CGS
 SQ0443  HISTORY     - 1948     GOOD             NGS
 SQ0443
 SQ0443                          STATION DESCRIPTION
 SQ0443
 SQ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0443'19.5 MI S FROM GLASGOW.
 SQ0443'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0443'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0443'ROAD, THENCE 7.0 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. 448.0 FEET
 SQ0443'EAST OF THE SOUTHEAST CORNER OF A 200-FOOT WOODEN BRIDGE OVER WILLOW
 SQ0443'CREEK, 38.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET EAST
 SQ0443'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SQ0443'0.5 FOOT ABOVE THE GROUND.  NOTE-- USGS REPORT IN OCTOBER 1957 TO
 SQ0443'REACH FROM THE GREAT NORTHERN RAILWAY STATION AT GLASGOW, GO SOUTH
 SQ0443'ALONG STATE HIGHWAY 24 9.3 MILES TO THE Y-JUNCTION OF A GRADED ROAD
 SQ0443'LEADING SOUTH, TAKE THE RIGHT FORK AND PROCEED 9.3 MILES SOUTH TO THE
 SQ0443'Y-JUNCTION OF THE OLD ROAD, FOLLOW THE OLD ROAD 0.5 MILE TO THE END OF
 SQ0443'TRUCK TRAVEL, THEN FOLLOW THE OLD ROADBED FOR 0.2 MILE. THE BENCH MARK
 SQ0443'IS 38 FEET SOUTH OF THE CENTERLINE OF THE OLD ROAD, AND 105 FEET WEST
 SQ0443'OF THE CENTERLINE OF AN OLD ROAD AT A FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0317 ***********************************************************************
 RV0317  DESIGNATION -  H 293
 RV0317  PID         -  RV0317
 RV0317  STATE/COUNTY-  MT/WHEATLAND
 RV0317  USGS QUAD   -  ETHELS COULEE (1986)
 RV0317
 RV0317                         *CURRENT SURVEY CONTROL
 RV0317  ___________________________________________________________________
 RV0317* NAD 83(1986)-  46 24 27.     (N)    109 41 30.     (W)     SCALED    
 RV0317* NAVD 88     -      1230.573  (meters)    4037.30   (feet)  POSTED    
 RV0317  ___________________________________________________________________
 RV0317  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RV0317  DYNAMIC HT  -        1230.320 (meters)    4036.47  (feet)  COMP
 RV0317  MODELED GRAV-     980,369.6   (mgal)                       NAVD 88
 RV0317
 RV0317  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RV0317
 RV0317.The horizontal coordinates were scaled from a topographic map and have
 RV0317.an estimated accuracy of +/- 6 seconds.
 RV0317
 RV0317.The orthometric height was determined by differential leveling
 RV0317.and adjusted by the National Geodetic Survey in 1992..
 RV0317.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RV0317.rate of 2.1 thru 3.0 mm/km.
 RV0317
 RV0317.The geoid height was determined by GEOID03.
 RV0317
 RV0317.The dynamic height is computed by dividing the NAVD 88
 RV0317.geopotential number by the normal gravity value computed on the
 RV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0317.degrees latitude (g = 980.6199 gals.).
 RV0317
 RV0317.The modeled gravity was interpolated from observed gravity values.
 RV0317
 RV0317;                    North         East    Units  Estimated Accuracy
 RV0317;SPC MT       -   239,770.      585,270.      MT  (+/- 180 meters Scaled)
 RV0317
 RV0317                          SUPERSEDED SURVEY CONTROL
 RV0317
 RV0317  NGVD 29 (??/??/92) 1229.671  (m)         4034.35   (f) ADJ UNCH    2 0
 RV0317
 RV0317.Superseded values are not recommended for survey control.
 RV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0317.See file dsdata.txt to determine how the superseded data were derived.
 RV0317
 RV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS005401(NAD 83)
 RV0317_MARKER: DB = BENCH MARK DISK
 RV0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0317_SP_SET: CULVERT
 RV0317_STAMPING: H 293 1961
 RV0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0317
 RV0317  HISTORY     - Date     Condition        Report By
 RV0317  HISTORY     - 1961     MONUMENTED       CGS
 RV0317  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0317
 RV0317                          STATION DESCRIPTION
 RV0317
 RV0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0317'7.4 MI SE FROM HARLOWTON.
 RV0317'7.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0317'HARLOWTON, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL
 RV0317'OF A 4 BY 6 FOOT CONCRETE BOX CULVERT, 15 1/2 FEET SOUTH OF THE CENTER
 RV0317'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 RV0317
 RV0317                          STATION RECOVERY (1980)
 RV0317
 RV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0317'NOTE=THIS MARK WAS PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0318 ***********************************************************************
 RV0318  DESIGNATION -  H 293 RESET
 RV0318  PID         -  RV0318
 RV0318  STATE/COUNTY-  MT/WHEATLAND
 RV0318  USGS QUAD   -  ETHELS COULEE (1986)
 RV0318
 RV0318                         *CURRENT SURVEY CONTROL
 RV0318  ___________________________________________________________________
 RV0318* NAD 83(1986)-  46 24 27.     (N)    109 41 30.     (W)     SCALED    
 RV0318* NAVD 88     -      1229.95   (+/-2cm)    4035.3    (feet)  VERTCON   
 RV0318  ___________________________________________________________________
 RV0318  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RV0318
 RV0318  VERT ORDER  -  THIRD (See Below)
 RV0318
 RV0318.The horizontal coordinates were scaled from a topographic map and have
 RV0318.an estimated accuracy of +/- 6 seconds.
 RV0318
 RV0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0318.The vertical order pertains to the NGVD 29 superseded value.
 RV0318
 RV0318.The geoid height was determined by GEOID03.
 RV0318
 RV0318;                    North         East    Units  Estimated Accuracy
 RV0318;SPC MT       -   239,770.      585,270.      MT  (+/- 180 meters Scaled)
 RV0318
 RV0318                          SUPERSEDED SURVEY CONTROL
 RV0318
 RV0318  NGVD 29 (03/30/06) 1229.06   (m)         4032.3    (f) RESET       3  
 RV0318
 RV0318.Superseded values are not recommended for survey control.
 RV0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0318.See file dsdata.txt to determine how the superseded data were derived.
 RV0318
 RV0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS005401(NAD 83)
 RV0318_MARKER: DB = BENCH MARK DISK
 RV0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0318_STAMPING: H 293 RESET 1964
 RV0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0318+STABILITY: SURFACE MOTION
 RV0318
 RV0318  HISTORY     - Date     Condition        Report By
 RV0318  HISTORY     - 1964     MONUMENTED       MTDH
 RV0318  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0318
 RV0318                          STATION DESCRIPTION
 RV0318
 RV0318'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1964
 RV0318'7.4 MI SE FROM HARLOWTON.
 RV0318'LOCATED ABOUT 7.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RV0318'COURTHOUSE AT HARLOWTON, IN THE TOP OF A CONCRETE MONUMENT, 77.9 FEET
 RV0318'NORTH OF CENTERLINE ROADWAY STATION 411+45.8, 0.8 FEET ABOVE THE
 RV0318'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 RV0318
 RV0318                          STATION RECOVERY (1980)
 RV0318
 RV0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0145 ***********************************************************************
 RV0145  DESIGNATION -  H 294
 RV0145  PID         -  RV0145
 RV0145  STATE/COUNTY-  MT/WHEATLAND
 RV0145  USGS QUAD   -  HALBERT CREEK NORTH (1986)
 RV0145
 RV0145                         *CURRENT SURVEY CONTROL
 RV0145  ___________________________________________________________________
 RV0145* NAD 83(1986)-  46 31 51.     (N)    109 28 57.     (W)     SCALED    
 RV0145* NAVD 88     -      1335.887  (meters)    4382.82   (feet)  ADJUSTED  
 RV0145  ___________________________________________________________________
 RV0145  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 RV0145  DYNAMIC HT  -        1335.620 (meters)    4381.95  (feet)  COMP
 RV0145  MODELED GRAV-     980,367.2   (mgal)                       NAVD 88
 RV0145
 RV0145  VERT ORDER  -  SECOND    CLASS 0
 RV0145
 RV0145.The horizontal coordinates were scaled from a topographic map and have
 RV0145.an estimated accuracy of +/- 6 seconds.
 RV0145
 RV0145.The orthometric height was determined by differential leveling
 RV0145.and adjusted by the National Geodetic Survey in June 1991..
 RV0145
 RV0145.The geoid height was determined by GEOID03.
 RV0145
 RV0145.The dynamic height is computed by dividing the NAVD 88
 RV0145.geopotential number by the normal gravity value computed on the
 RV0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0145.degrees latitude (g = 980.6199 gals.).
 RV0145
 RV0145.The modeled gravity was interpolated from observed gravity values.
 RV0145
 RV0145;                    North         East    Units  Estimated Accuracy
 RV0145;SPC MT       -   253,450.      601,340.      MT  (+/- 180 meters Scaled)
 RV0145
 RV0145                          SUPERSEDED SURVEY CONTROL
 RV0145
 RV0145  NGVD 29 (??/??/92) 1334.960  (m)         4379.78   (f) ADJ UNCH    2 0
 RV0145
 RV0145.Superseded values are not recommended for survey control.
 RV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0145.See file dsdata.txt to determine how the superseded data were derived.
 RV0145
 RV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS163541(NAD 83)
 RV0145_MARKER: DB = BENCH MARK DISK
 RV0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0145_STAMPING: H 294 1961
 RV0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0145+STABILITY: SURFACE MOTION
 RV0145
 RV0145  HISTORY     - Date     Condition        Report By
 RV0145  HISTORY     - 1961     MONUMENTED       CGS
 RV0145
 RV0145                          STATION DESCRIPTION
 RV0145
 RV0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0145'6.35 MI N FROM HEDGESVILLE.
 RV0145'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0145'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0145'ROAD, THENCE 5.05 MILES NORTH ALONG A GRAVEL ROAD, 235 FEET NORTH OF A
 RV0145'FENCE LINE LEADING WEST, 26 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RV0145'2.2 FEET WEST OF A FENCE, 2.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 RV0145'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RV0145'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0411 ***********************************************************************
 RV0411  DESIGNATION -  H 295
 RV0411  PID         -  RV0411
 RV0411  STATE/COUNTY-  MT/WHEATLAND
 RV0411  USGS QUAD   -  JUDITH GAP (1995)
 RV0411
 RV0411                         *CURRENT SURVEY CONTROL
 RV0411  ___________________________________________________________________
 RV0411* NAD 83(1986)-  46 39 03.     (N)    109 49 51.     (W)     SCALED    
 RV0411* NAVD 88     -      1479.037  (meters)    4852.47   (feet)  ADJUSTED  
 RV0411  ___________________________________________________________________
 RV0411  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 RV0411  DYNAMIC HT  -        1478.711 (meters)    4851.40  (feet)  COMP
 RV0411  MODELED GRAV-     980,340.5   (mgal)                       NAVD 88
 RV0411
 RV0411  VERT ORDER  -  SECOND    CLASS 0
 RV0411
 RV0411.The horizontal coordinates were scaled from a topographic map and have
 RV0411.an estimated accuracy of +/- 6 seconds.
 RV0411
 RV0411.The orthometric height was determined by differential leveling
 RV0411.and adjusted by the National Geodetic Survey in June 1991..
 RV0411
 RV0411.The geoid height was determined by GEOID03.
 RV0411
 RV0411.The dynamic height is computed by dividing the NAVD 88
 RV0411.geopotential number by the normal gravity value computed on the
 RV0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0411.degrees latitude (g = 980.6199 gals.).
 RV0411
 RV0411.The modeled gravity was interpolated from observed gravity values.
 RV0411
 RV0411;                    North         East    Units  Estimated Accuracy
 RV0411;SPC MT       -   266,840.      574,690.      MT  (+/- 180 meters Scaled)
 RV0411
 RV0411                          SUPERSEDED SURVEY CONTROL
 RV0411
 RV0411  NGVD 29 (??/??/92) 1478.044  (m)         4849.22   (f) ADJ UNCH    2 0
 RV0411
 RV0411.Superseded values are not recommended for survey control.
 RV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0411.See file dsdata.txt to determine how the superseded data were derived.
 RV0411
 RV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS894670(NAD 83)
 RV0411_MARKER: DB = BENCH MARK DISK
 RV0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0411_STAMPING: H 295 1961
 RV0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0411+STABILITY: SURFACE MOTION
 RV0411
 RV0411  HISTORY     - Date     Condition        Report By
 RV0411  HISTORY     - 1961     MONUMENTED       CGS
 RV0411
 RV0411                          STATION DESCRIPTION
 RV0411
 RV0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0411'5.3 MI SW FROM JUDITH GAP.
 RV0411'ABOUT 5.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0411'PACIFIC RAILROAD FROM THE STATION SIGN AT JUDITH GAP, 9 1/2 FEET EAST
 RV0411'OF MILE POLE 16, 33 FEET EAST OF THE EAST RAIL, 208 FEET
 RV0411'NORTH-NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 1.5 FEET
 RV0411'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF
 RV0411'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0603 ***********************************************************************
 RV0603  DESIGNATION -  H 297
 RV0603  PID         -  RV0603
 RV0603  STATE/COUNTY-  MT/FERGUS
 RV0603  USGS QUAD   -  BUFFALO (1970)
 RV0603
 RV0603                         *CURRENT SURVEY CONTROL
 RV0603  ___________________________________________________________________
 RV0603* NAD 83(1986)-  46 52 01.     (N)    109 45 56.     (W)     SCALED    
 RV0603* NAVD 88     -      1302.426  (meters)    4273.04   (feet)  ADJUSTED  
 RV0603  ___________________________________________________________________
 RV0603  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 RV0603  DYNAMIC HT  -        1302.205 (meters)    4272.32  (feet)  COMP
 RV0603  MODELED GRAV-     980,398.2   (mgal)                       NAVD 88
 RV0603
 RV0603  VERT ORDER  -  FIRST     CLASS II
 RV0603
 RV0603.The horizontal coordinates were scaled from a topographic map and have
 RV0603.an estimated accuracy of +/- 6 seconds.
 RV0603
 RV0603.The orthometric height was determined by differential leveling
 RV0603.and adjusted by the National Geodetic Survey in June 1991..
 RV0603.WARNING-Repeat measurements at this control monument indicate possible
 RV0603.vertical movement.
 RV0603
 RV0603.The geoid height was determined by GEOID03.
 RV0603
 RV0603.The dynamic height is computed by dividing the NAVD 88
 RV0603.geopotential number by the normal gravity value computed on the
 RV0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0603.degrees latitude (g = 980.6199 gals.).
 RV0603
 RV0603.The modeled gravity was interpolated from observed gravity values.
 RV0603
 RV0603;                    North         East    Units  Estimated Accuracy
 RV0603;SPC MT       -   290,830.      579,770.      MT  (+/- 180 meters Scaled)
 RV0603
 RV0603                          SUPERSEDED SURVEY CONTROL
 RV0603
 RV0603  NGVD 29 (??/??/92) 1301.503  (m)         4270.01   (f) ADJ UNCH    1 2
 RV0603
 RV0603.Superseded values are not recommended for survey control.
 RV0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0603.See file dsdata.txt to determine how the superseded data were derived.
 RV0603
 RV0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS940911(NAD 83)
 RV0603_MARKER: DB = BENCH MARK DISK
 RV0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0603_STAMPING: H 297 1961
 RV0603_MARK LOGO: CGS   
 RV0603_PROJECTION: PROJECTING 12 CENTIMETERS
 RV0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0603+STABILITY: SURFACE MOTION
 RV0603
 RV0603  HISTORY     - Date     Condition        Report By
 RV0603  HISTORY     - 1961     MONUMENTED       CGS
 RV0603  HISTORY     - 1980     GOOD             NGS
 RV0603
 RV0603                          STATION DESCRIPTION
 RV0603
 RV0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0603'8.2 MI N FROM GARNEILL.
 RV0603'8.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT GARNEILL, 57
 RV0603'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 59 FEET NORTH OF A POWER
 RV0603'POLE, 2 FEET SOUTH OF A T JUNCTION FENCE CORNER, 2 FEET SOUTH OF A
 RV0603'WITNESS POST, 1 1/2 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE
 RV0603'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 RV0603'ABOVE THE GROUND.
 RV0603
 RV0603                          STATION RECOVERY (1980)
 RV0603
 RV0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0603'13.2 KM (8.2 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF
 RV0603'U.S. HIGHWAYS 87 AND 191 IN EDDIES CORNER, 18.0 METERS (59.0 FT)
 RV0603'NORTH OF A UTILITY POLE, 17.4 METERS (57.0 FT) EAST OF THE CENTERLINE
 RV0603'OF THE HIGHWAY, 0.6 METER (2.0 FT) SOUTH OF A T-FENCE CORNER AND 0.5
 RV0603'METER (1.5 FT) WEST OF A FENCE.
 RV0603'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 RV0603'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0632 ***********************************************************************
 PY0632  DESIGNATION -  H 298
 PY0632  PID         -  PY0632
 PY0632  STATE/COUNTY-  MT/BEAVERHEAD
 PY0632  USGS QUAD   -  MOUNT JEFFERSON (1988)
 PY0632
 PY0632                         *CURRENT SURVEY CONTROL
 PY0632  ___________________________________________________________________
 PY0632* NAD 83(1986)-  44 36 38.     (N)    111 36 08.     (W)     SCALED    
 PY0632* NAVD 88     -      2055.223  (meters)    6742.84   (feet)  POSTED    
 PY0632  ___________________________________________________________________
 PY0632  GEOID HEIGHT-          -8.90  (meters)                     GEOID03
 PY0632  DYNAMIC HT  -        2054.100 (meters)    6739.16  (feet)  COMP
 PY0632  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 PY0632
 PY0632  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0632
 PY0632.The horizontal coordinates were scaled from a topographic map and have
 PY0632.an estimated accuracy of +/- 6 seconds.
 PY0632
 PY0632.The orthometric height was determined by differential leveling
 PY0632.and adjusted by the National Geodetic Survey in 1992..
 PY0632.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0632.rate of 1.1 thru 2.0 mm/km.
 PY0632
 PY0632.The geoid height was determined by GEOID03.
 PY0632
 PY0632.The dynamic height is computed by dividing the NAVD 88
 PY0632.geopotential number by the normal gravity value computed on the
 PY0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0632.degrees latitude (g = 980.6199 gals.).
 PY0632
 PY0632.The modeled gravity was interpolated from observed gravity values.
 PY0632
 PY0632;                    North         East    Units  Estimated Accuracy
 PY0632;SPC MT       -    42,320.      433,110.      MT  (+/- 180 meters Scaled)
 PY0632
 PY0632                          SUPERSEDED SURVEY CONTROL
 PY0632
 PY0632  NGVD 29 (??/??/92) 2053.848  (m)         6738.33   (f) ADJ UNCH    1 2
 PY0632
 PY0632.Superseded values are not recommended for survey control.
 PY0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0632.See file dsdata.txt to determine how the superseded data were derived.
 PY0632
 PY0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ522398(NAD 83)
 PY0632_MARKER: DB = BENCH MARK DISK
 PY0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0632_STAMPING: H 298 1964
 PY0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0632+STABILITY: SURFACE MOTION
 PY0632
 PY0632  HISTORY     - Date     Condition        Report By
 PY0632  HISTORY     - 1964     MONUMENTED       CGS
 PY0632
 PY0632                          STATION DESCRIPTION
 PY0632
 PY0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0632'12.4 MI E FROM LAKEVIEW.
 PY0632'ABOUT 12.4 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE
 PY0632'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 16, T 14 S, R 1 E, AT THE CREST
 PY0632'OF A SMALL HILL, 69 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.9
 PY0632'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PY0632'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0051 ***********************************************************************
 PZ0051  DESIGNATION -  H 299
 PZ0051  PID         -  PZ0051
 PZ0051  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0051  USGS QUAD   -  BIG TABLE MOUNTAIN (1968)
 PZ0051
 PZ0051                         *CURRENT SURVEY CONTROL
 PZ0051  ___________________________________________________________________
 PZ0051* NAD 83(1986)-  44 35 13.     (N)    112 04 02.     (W)     SCALED    
 PZ0051* NAVD 88     -      2040.353  (meters)    6694.06   (feet)  ADJUSTED  
 PZ0051  ___________________________________________________________________
 PZ0051  GEOID HEIGHT-          -9.59  (meters)                     GEOID03
 PZ0051  DYNAMIC HT  -        2039.213 (meters)    6690.32  (feet)  COMP
 PZ0051  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 PZ0051
 PZ0051  VERT ORDER  -  FIRST     CLASS II
 PZ0051
 PZ0051.The horizontal coordinates were scaled from a topographic map and have
 PZ0051.an estimated accuracy of +/- 6 seconds.
 PZ0051
 PZ0051.The orthometric height was determined by differential leveling
 PZ0051.and adjusted by the National Geodetic Survey in June 1991..
 PZ0051
 PZ0051.The geoid height was determined by GEOID03.
 PZ0051
 PZ0051.The dynamic height is computed by dividing the NAVD 88
 PZ0051.geopotential number by the normal gravity value computed on the
 PZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0051.degrees latitude (g = 980.6199 gals.).
 PZ0051
 PZ0051.The modeled gravity was interpolated from observed gravity values.
 PZ0051
 PZ0051;                    North         East    Units  Estimated Accuracy
 PZ0051;SPC MT       -    40,800.      396,110.      MT  (+/- 180 meters Scaled)
 PZ0051
 PZ0051                          SUPERSEDED SURVEY CONTROL
 PZ0051
 PZ0051  NGVD 29 (??/??/92) 2039.015  (m)         6689.67   (f) ADJ UNCH    1 2
 PZ0051
 PZ0051.Superseded values are not recommended for survey control.
 PZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0051.See file dsdata.txt to determine how the superseded data were derived.
 PZ0051
 PZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ152376(NAD 83)
 PZ0051_MARKER: DB = BENCH MARK DISK
 PZ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0051_STAMPING: H 299 1964
 PZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0051+STABILITY: SURFACE MOTION
 PZ0051
 PZ0051  HISTORY     - Date     Condition        Report By
 PZ0051  HISTORY     - 1964     MONUMENTED       CGS
 PZ0051
 PZ0051                          STATION DESCRIPTION
 PZ0051
 PZ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0051'13.5 MI NE FROM MONIDA.
 PZ0051'13.5 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0051'RAILROAD STATION AT MONIDA, OR ABOUT 14.0 MILES NORTHWEST ALONG A
 PZ0051'GRAVELED ROAD FROM THE WILDLIFE REFUGE HEADQUARTERS AT LAKEVIEW, ABOUT
 PZ0051'0.15 MILE WEST OF A RANCH HOUSE ON THE NORTH SIDE OF THE ROAD, 233
 PZ0051'FEET WEST OF THE NORTH END OF A 36-INCH PIPE CULVERT, 37 FEET NORTH OF
 PZ0051'THE CENTER LINE OF THE ROAD, 53 FEET WEST OF A T-FENCE CORNER, 1 1/2
 PZ0051'FEET SOUTH OF A FENCE LINE, 2.1 FEET EAST OF A METAL WITNESS POST,
 PZ0051'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PZ0051'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0012 ***********************************************************************
 QY0012  DESIGNATION -  H 3
 QY0012  PID         -  QY0012
 QY0012  STATE/COUNTY-  MT/SILVER BOW
 QY0012  USGS QUAD   -  HOMESTAKE (1996)
 QY0012
 QY0012                         *CURRENT SURVEY CONTROL
 QY0012  ___________________________________________________________________
 QY0012* NAD 83(1986)-  45 57 47.     (N)    112 27 44.     (W)     SCALED    
 QY0012* NAVD 88     -      1794.041  (meters)    5885.95   (feet)  ADJUSTED  
 QY0012  ___________________________________________________________________
 QY0012  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 QY0012  DYNAMIC HT  -        1793.327 (meters)    5883.61  (feet)  COMP
 QY0012  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 QY0012
 QY0012  VERT ORDER  -  FIRST     CLASS II
 QY0012
 QY0012.The horizontal coordinates were scaled from a topographic map and have
 QY0012.an estimated accuracy of +/- 6 seconds.
 QY0012
 QY0012.The orthometric height was determined by differential leveling
 QY0012.and adjusted by the National Geodetic Survey in June 1991..
 QY0012
 QY0012.The geoid height was determined by GEOID03.
 QY0012
 QY0012.The dynamic height is computed by dividing the NAVD 88
 QY0012.geopotential number by the normal gravity value computed on the
 QY0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0012.degrees latitude (g = 980.6199 gals.).
 QY0012
 QY0012.The modeled gravity was interpolated from observed gravity values.
 QY0012
 QY0012;                    North         East    Units  Estimated Accuracy
 QY0012;SPC MT       -   194,710.      370,540.      MT  (+/- 180 meters Scaled)
 QY0012
 QY0012                          SUPERSEDED SURVEY CONTROL
 QY0012
 QY0012  NGVD 29 (??/??/92) 1792.758  (m)         5881.74   (f) ADJ UNCH    1 2
 QY0012
 QY0012.Superseded values are not recommended for survey control.
 QY0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0012.See file dsdata.txt to determine how the superseded data were derived.
 QY0012
 QY0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR867909(NAD 83)
 QY0012_MARKER: Z = SEE DESCRIPTION
 QY0012_SETTING: 66 = SET IN ROCK OUTCROP
 QY0012_SP_SET: ROCK OUTCROP
 QY0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0012+STABILITY: POSITION/ELEVATION WELL
 QY0012
 QY0012  HISTORY     - Date     Condition        Report By
 QY0012  HISTORY     - UNK      MONUMENTED       CGS
 QY0012  HISTORY     - 1958     GOOD             NGS
 QY0012
 QY0012                          STATION DESCRIPTION
 QY0012
 QY0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0012'5.85 MI SE FROM BUTTE.
 QY0012'5.85 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0012'STATION AT BUTTE, IN SECTION 34, T 3 N, R 7 W, ABOUT 0.35 MILE NORTH
 QY0012'OF MILEPOST 65, IN THE TOP OF A GRANITE ROCK OUTCROP WHICH PROJECTS 2
 QY0012'1/2 FEET ABOVE THE GROUND, 22 1/2 FEET WEST OF THE WEST RAIL OF THE
 QY0012'MAIN TRACK, 11 RAILS SOUTH OF THE SKONES STATION SIGN, AT THE NORTH
 QY0012'END OF THE FIRST CUT SOUTH OF THE STATION SIGN, 18 FEET NORTH OF A
 QY0012'TELEPHONE POLE, 5 FEET EAST OF A POINT IN LINE WITH A ROW OF TELEPHONE
 QY0012'POLES, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1102 ***********************************************************************
 SS1102  DESIGNATION -  H 3 Y
 SS1102  PID         -  SS1102
 SS1102  STATE/COUNTY-  MT/TETON
 SS1102  USGS QUAD   -  GREENFIELD (1983)
 SS1102
 SS1102                         *CURRENT SURVEY CONTROL
 SS1102  ___________________________________________________________________
 SS1102* NAD 83(1986)-  47 42 44.     (N)    111 46 50.     (W)     SCALED    
 SS1102* NAVD 88     -      1135.417  (meters)    3725.11   (feet)  ADJUSTED  
 SS1102  ___________________________________________________________________
 SS1102  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 SS1102  DYNAMIC HT  -        1135.344 (meters)    3724.87  (feet)  COMP
 SS1102  MODELED GRAV-     980,508.7   (mgal)                       NAVD 88
 SS1102
 SS1102  VERT ORDER  -  FIRST     CLASS II
 SS1102
 SS1102.The horizontal coordinates were scaled from a topographic map and have
 SS1102.an estimated accuracy of +/- 6 seconds.
 SS1102
 SS1102.The orthometric height was determined by differential leveling
 SS1102.and adjusted by the National Geodetic Survey in June 1991..
 SS1102
 SS1102.The geoid height was determined by GEOID03.
 SS1102
 SS1102.The dynamic height is computed by dividing the NAVD 88
 SS1102.geopotential number by the normal gravity value computed on the
 SS1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1102.degrees latitude (g = 980.6199 gals.).
 SS1102
 SS1102.The modeled gravity was interpolated from observed gravity values.
 SS1102
 SS1102;                    North         East    Units  Estimated Accuracy
 SS1102;SPC MT       -   387,200.      428,980.      MT  (+/- 180 meters Scaled)
 SS1102
 SS1102                          SUPERSEDED SURVEY CONTROL
 SS1102
 SS1102  NGVD 29 (??/??/92) 1134.475  (m)         3722.02   (f) ADJ UNCH    1 2
 SS1102
 SS1102.Superseded values are not recommended for survey control.
 SS1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1102.See file dsdata.txt to determine how the superseded data were derived.
 SS1102
 SS1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT414846(NAD 83)
 SS1102_MARKER: DS = TRIANGULATION STATION DISK
 SS1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1102_STAMPING: H 3 Y 1961
 SS1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1102+STABILITY: SURFACE MOTION
 SS1102
 SS1102  HISTORY     - Date     Condition        Report By
 SS1102  HISTORY     - 1961     MONUMENTED       CGS
 SS1102
 SS1102                          STATION DESCRIPTION
 SS1102
 SS1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1102'6.8 MI W FROM POWER.
 SS1102'0.3 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1102'POWER, THENCE 5.65 MILES WEST ALONG THE GREAT NORTHERN RAILWAY, THENCE
 SS1102'0.65 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.2 MILE EAST ALONG A
 SS1102'COUNTY ROAD, 275 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 SS1102'55 FEET NORTH-NORTHEAST OF H 3 Y R.M. 1, 75 FEET EAST-SOUTHEAST OF
 SS1102'REFERENCE MARK H 3 Y R.M. 2, 3.0 FEET EAST OF A WITNESS POST, ABOUT 25
 SS1102'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS1102'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1099 ***********************************************************************
 SS1099  DESIGNATION -  H 3 Y AZ MK
 SS1099  PID         -  SS1099
 SS1099  STATE/COUNTY-  MT/TETON
 SS1099  USGS QUAD   -  GREENFIELD (1983)
 SS1099
 SS1099                         *CURRENT SURVEY CONTROL
 SS1099  ___________________________________________________________________
 SS1099* NAD 83(1986)-  47 43 17.     (N)    111 47 00.     (W)     SCALED    
 SS1099* NAVD 88     -      1124.025  (meters)    3687.74   (feet)  ADJUSTED  
 SS1099  ___________________________________________________________________
 SS1099  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 SS1099  DYNAMIC HT  -        1123.954 (meters)    3687.51  (feet)  COMP
 SS1099  MODELED GRAV-     980,510.5   (mgal)                       NAVD 88
 SS1099
 SS1099  VERT ORDER  -  FIRST     CLASS II
 SS1099
 SS1099.The horizontal coordinates were scaled from a topographic map and have
 SS1099.an estimated accuracy of +/- 6 seconds.
 SS1099
 SS1099.The orthometric height was determined by differential leveling
 SS1099.and adjusted by the National Geodetic Survey in June 1991..
 SS1099
 SS1099.The geoid height was determined by GEOID03.
 SS1099
 SS1099.The dynamic height is computed by dividing the NAVD 88
 SS1099.geopotential number by the normal gravity value computed on the
 SS1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1099.degrees latitude (g = 980.6199 gals.).
 SS1099
 SS1099.The modeled gravity was interpolated from observed gravity values.
 SS1099
 SS1099;                    North         East    Units  Estimated Accuracy
 SS1099;SPC MT       -   388,230.      428,810.      MT  (+/- 180 meters Scaled)
 SS1099
 SS1099                          SUPERSEDED SURVEY CONTROL
 SS1099
 SS1099  NGVD 29 (??/??/92) 1123.084  (m)         3684.65   (f) ADJ UNCH    1 2
 SS1099
 SS1099.Superseded values are not recommended for survey control.
 SS1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1099.See file dsdata.txt to determine how the superseded data were derived.
 SS1099
 SS1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT412856(NAD 83)
 SS1099_MARKER: DZ = AZIMUTH MARK DISK
 SS1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1099_STAMPING: H 3 Y 1961
 SS1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1099+STABILITY: SURFACE MOTION
 SS1099
 SS1099  HISTORY     - Date     Condition        Report By
 SS1099  HISTORY     - 1961     MONUMENTED       CGS
 SS1099
 SS1099                          STATION DESCRIPTION
 SS1099
 SS1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1099'5.85 MI W FROM POWER.
 SS1099'0.3 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1099'POWER, THENCE 5.55 MILES WEST ALONG THE GREAT NORTHERN RAILWAY, AT THE
 SS1099'CROSSING OF A COUNTY ROAD, 89.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 SS1099'MAIN TRACK, 131 FEET EAST OF THE CENTER LINE OF THE ROAD, 180 FEET
 SS1099'EAST-SOUTHEAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A
 SS1099'GENERAL MILLS ELEVATOR, 1.5 FEET EAST-SOUTHEAST OF A WITNESS POST, 1.0
 SS1099'FOOT WEST-NORTHWEST OF A FENCE, ABOUT 3 FEET LOWER THAN THE TRACK, AND
 SS1099'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS1099'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1103 ***********************************************************************
 SS1103  DESIGNATION -  H 3 Y RM 1
 SS1103  PID         -  SS1103
 SS1103  STATE/COUNTY-  MT/TETON
 SS1103  USGS QUAD   -  GREENFIELD (1983)
 SS1103
 SS1103                         *CURRENT SURVEY CONTROL
 SS1103  ___________________________________________________________________
 SS1103* NAD 83(1986)-  47 42 45.     (N)    111 46 50.     (W)     SCALED    
 SS1103* NAVD 88     -      1135.317  (meters)    3724.79   (feet)  ADJUSTED  
 SS1103  ___________________________________________________________________
 SS1103  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 SS1103  DYNAMIC HT  -        1135.244 (meters)    3724.55  (feet)  COMP
 SS1103  MODELED GRAV-     980,508.8   (mgal)                       NAVD 88
 SS1103
 SS1103  VERT ORDER  -  FIRST     CLASS II
 SS1103
 SS1103.The horizontal coordinates were scaled from a topographic map and have
 SS1103.an estimated accuracy of +/- 6 seconds.
 SS1103
 SS1103.The orthometric height was determined by differential leveling
 SS1103.and adjusted by the National Geodetic Survey in June 1991..
 SS1103
 SS1103.The geoid height was determined by GEOID03.
 SS1103
 SS1103.The dynamic height is computed by dividing the NAVD 88
 SS1103.geopotential number by the normal gravity value computed on the
 SS1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1103.degrees latitude (g = 980.6199 gals.).
 SS1103
 SS1103.The modeled gravity was interpolated from observed gravity values.
 SS1103
 SS1103;                    North         East    Units  Estimated Accuracy
 SS1103;SPC MT       -   387,240.      428,990.      MT  (+/- 180 meters Scaled)
 SS1103
 SS1103                          SUPERSEDED SURVEY CONTROL
 SS1103
 SS1103  NGVD 29 (??/??/92) 1134.375  (m)         3721.70   (f) ADJ UNCH    1 2
 SS1103
 SS1103.Superseded values are not recommended for survey control.
 SS1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1103.See file dsdata.txt to determine how the superseded data were derived.
 SS1103
 SS1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT414846(NAD 83)
 SS1103_MARKER: DR = REFERENCE MARK DISK
 SS1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1103_STAMPING: H 3 Y NO. 1 1961
 SS1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1103+STABILITY: SURFACE MOTION
 SS1103
 SS1103  HISTORY     - Date     Condition        Report By
 SS1103  HISTORY     - 1961     MONUMENTED       CGS
 SS1103
 SS1103                          STATION DESCRIPTION
 SS1103
 SS1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1103'6.8 MI W FROM POWER.
 SS1103'0.3 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1103'POWER, THENCE 5.65 MILES WEST ALONG THE GREAT NORTHERN RAILWAY, THENCE
 SS1103'0.65 MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.2 MILE EAST ALONG A
 SS1103'COUNTY ROAD, 55 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION H 3 Y,
 SS1103'96 FEET SOUTHEAST OF REFERENCE MARK H 3 Y R.M. 2, 55 FEET
 SS1103'SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE STATION, AND
 SS1103'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS1103'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1101 ***********************************************************************
 SS1101  DESIGNATION -  H 3 Y RM 2
 SS1101  PID         -  SS1101
 SS1101  STATE/COUNTY-  MT/TETON
 SS1101  USGS QUAD   -  GREENFIELD (1983)
 SS1101
 SS1101                         *CURRENT SURVEY CONTROL
 SS1101  ___________________________________________________________________
 SS1101* NAD 83(1986)-  47 42 44.     (N)    111 46 50.     (W)     SCALED    
 SS1101* NAVD 88     -      1135.271  (meters)    3724.63   (feet)  ADJUSTED  
 SS1101  ___________________________________________________________________
 SS1101  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 SS1101  DYNAMIC HT  -        1135.198 (meters)    3724.40  (feet)  COMP
 SS1101  MODELED GRAV-     980,508.7   (mgal)                       NAVD 88
 SS1101
 SS1101  VERT ORDER  -  FIRST     CLASS II
 SS1101
 SS1101.The horizontal coordinates were scaled from a topographic map and have
 SS1101.an estimated accuracy of +/- 6 seconds.
 SS1101
 SS1101.The orthometric height was determined by differential leveling
 SS1101.and adjusted by the National Geodetic Survey in June 1991..
 SS1101
 SS1101.The geoid height was determined by GEOID03.
 SS1101
 SS1101.The dynamic height is computed by dividing the NAVD 88
 SS1101.geopotential number by the normal gravity value computed on the
 SS1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1101.degrees latitude (g = 980.6199 gals.).
 SS1101
 SS1101.The modeled gravity was interpolated from observed gravity values.
 SS1101
 SS1101;                    North         East    Units  Estimated Accuracy
 SS1101;SPC MT       -   387,200.      428,980.      MT  (+/- 180 meters Scaled)
 SS1101
 SS1101                          SUPERSEDED SURVEY CONTROL
 SS1101
 SS1101  NGVD 29 (??/??/92) 1134.329  (m)         3721.54   (f) ADJ UNCH    1 2
 SS1101
 SS1101.Superseded values are not recommended for survey control.
 SS1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1101.See file dsdata.txt to determine how the superseded data were derived.
 SS1101
 SS1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT414846(NAD 83)
 SS1101_MARKER: DZ = AZIMUTH MARK DISK
 SS1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1101_STAMPING: H 3 Y NO. 2 1961
 SS1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1101+STABILITY: SURFACE MOTION
 SS1101
 SS1101  HISTORY     - Date     Condition        Report By
 SS1101  HISTORY     - 1961     MONUMENTED       CGS
 SS1101
 SS1101                          STATION DESCRIPTION
 SS1101
 SS1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1101'6.8 MI W FROM POWER.
 SS1101'0.3 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1101'POWER, THENCE 5.65 MILES WEST ALONG THE GREAT NORTHERN RAILWAY, THENCE
 SS1101'0.65 MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.2 MILE EAST ALONG A
 SS1101'COUNTY ROAD, 75 FEET WEST-NORTHWEST OF H 3 Y TRIANGULATION STATION, 96
 SS1101'FEET NORTHWEST OF REFERENCE MARK H 3 Y R.M. 1, 72 FEET WEST-NORTHWEST
 SS1101'OF A WITNESS POST, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF
 SS1101'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0143 ***********************************************************************
 RY0143  DESIGNATION -  H 300
 RY0143  PID         -  RY0143
 RY0143  STATE/COUNTY-  MT/RAVALLI
 RY0143  USGS QUAD   -  TENMILE LAKE (1964)
 RY0143
 RY0143                         *CURRENT SURVEY CONTROL
 RY0143  ___________________________________________________________________
 RY0143* NAD 83(1986)-  46 08 26.     (N)    114 26 00.     (W)     SCALED    
 RY0143* NAVD 88     -      1660.352  (meters)    5447.34   (feet)  ADJUSTED  
 RY0143  ___________________________________________________________________
 RY0143  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 RY0143  DYNAMIC HT  -        1659.766 (meters)    5445.42  (feet)  COMP
 RY0143  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 RY0143
 RY0143  VERT ORDER  -  SECOND    CLASS 0
 RY0143
 RY0143.The horizontal coordinates were scaled from a topographic map and have
 RY0143.an estimated accuracy of +/- 6 seconds.
 RY0143
 RY0143.The orthometric height was determined by differential leveling
 RY0143.and adjusted by the National Geodetic Survey in June 1991..
 RY0143
 RY0143.The geoid height was determined by GEOID03.
 RY0143
 RY0143.The dynamic height is computed by dividing the NAVD 88
 RY0143.geopotential number by the normal gravity value computed on the
 RY0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0143.degrees latitude (g = 980.6199 gals.).
 RY0143
 RY0143.The modeled gravity was interpolated from observed gravity values.
 RY0143
 RY0143;                    North         East    Units  Estimated Accuracy
 RY0143;SPC MT       -   222,090.      219,260.      MT  (+/- 180 meters Scaled)
 RY0143
 RY0143                          SUPERSEDED SURVEY CONTROL
 RY0143
 RY0143  NGVD 29 (??/??/92) 1659.169  (m)         5443.46   (f) ADJ UNCH    2 0
 RY0143
 RY0143.Superseded values are not recommended for survey control.
 RY0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0143.See file dsdata.txt to determine how the superseded data were derived.
 RY0143
 RY0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM982128(NAD 83)
 RY0143_MARKER: DB = BENCH MARK DISK
 RY0143_SETTING: 80 = SET IN A BOULDER
 RY0143_STAMPING: H 300 1965
 RY0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0143+STABILITY: SURFACE MOTION
 RY0143
 RY0143  HISTORY     - Date     Condition        Report By
 RY0143  HISTORY     - 1965     MONUMENTED       CGS
 RY0143
 RY0143                          STATION DESCRIPTION
 RY0143
 RY0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0143'21.7 MI NW FROM DARBY.
 RY0143'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0143'THENCE 14.7 MILES WEST ALONG LOST HORSE ROAD, ABOUT 2.0 MILES EAST OF
 RY0143'THE CENTER OF OHIO SLIDE, 31 FEET NORTH OF THE CENTER OF THE JUNCTION
 RY0143'OF A NARROW DIRT ROAD NORTHWEST, IN THE TOP OF A 10- BY 12-FOOT
 RY0143'BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND, 2.0 FEET SOUTHWEST
 RY0143'OF THE NORTHEAST EDGE OF THE BOULDER, AND ABOUT 6 FEET HIGHER THAN THE
 RY0143'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0468 ***********************************************************************
 RX0468  DESIGNATION -  H 310
 RX0468  PID         -  RX0468
 RX0468  STATE/COUNTY-  MT/POWELL
 RX0468  USGS QUAD   -  GRIFFIN CREEK (1996)
 RX0468
 RX0468                         *CURRENT SURVEY CONTROL
 RX0468  ___________________________________________________________________
 RX0468* NAD 83(1986)-  46 35 51.     (N)    112 57 11.     (W)     SCALED    
 RX0468* NAVD 88     -      1269.931  (meters)    4166.43   (feet)  ADJUSTED  
 RX0468  ___________________________________________________________________
 RX0468  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 RX0468  DYNAMIC HT  -        1269.645 (meters)    4165.49  (feet)  COMP
 RX0468  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 RX0468
 RX0468  VERT ORDER  -  FIRST     CLASS II
 RX0468
 RX0468.The horizontal coordinates were scaled from a topographic map and have
 RX0468.an estimated accuracy of +/- 6 seconds.
 RX0468
 RX0468.The orthometric height was determined by differential leveling
 RX0468.and adjusted by the National Geodetic Survey in June 1991..
 RX0468
 RX0468.The geoid height was determined by GEOID03.
 RX0468
 RX0468.The dynamic height is computed by dividing the NAVD 88
 RX0468.geopotential number by the normal gravity value computed on the
 RX0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0468.degrees latitude (g = 980.6199 gals.).
 RX0468
 RX0468.The modeled gravity was interpolated from observed gravity values.
 RX0468
 RX0468;                    North         East    Units  Estimated Accuracy
 RX0468;SPC MT       -   266,690.      335,650.      MT  (+/- 180 meters Scaled)
 RX0468
 RX0468                          SUPERSEDED SURVEY CONTROL
 RX0468
 RX0468  NGVD 29 (??/??/92) 1268.832  (m)         4162.83   (f) ADJ UNCH    1 2
 RX0468
 RX0468.Superseded values are not recommended for survey control.
 RX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0468.See file dsdata.txt to determine how the superseded data were derived.
 RX0468
 RX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS504622(NAD 83)
 RX0468_MARKER: DB = BENCH MARK DISK
 RX0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0468_SP_SET: ABUTMENT
 RX0468_STAMPING: H 310 1959
 RX0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0468
 RX0468  HISTORY     - Date     Condition        Report By
 RX0468  HISTORY     - 1959     MONUMENTED       CGS
 RX0468  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0468
 RX0468                          STATION DESCRIPTION
 RX0468
 RX0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0468'9.15 MI NW FROM GARRISON.
 RX0468'ABOUT 9.15 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RX0468'THE STATION AT GARRISON, 8 RAILS EAST OF MILEPOST 60, IN SECTION 26, T
 RX0468'10 N, R 11 W, 7 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF THE SOUTH
 RX0468'END OF THE CONCRETE CAP ON THE TOP OF THE EAST CONCRETE ABUTMENT OF A
 RX0468'STEEL GIRDER BRIDGE, AND ABOUT 8 INCHES BELOW THE LEVEL OF THE TRACKS.
 RX0468
 RX0468                          STATION RECOVERY (1979)
 RX0468
 RX0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0468'BENCHMARK NOT RECOVERED ON THIS DATE. BRIDGE ABUTMENTS HAVE BEEN
 RX0468'RECAPPED, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0540 ***********************************************************************
 RX0540  DESIGNATION -  H 311
 RX0540  PID         -  RX0540
 RX0540  STATE/COUNTY-  MT/GRANITE
 RX0540  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0540
 RX0540                         *CURRENT SURVEY CONTROL
 RX0540  ___________________________________________________________________
 RX0540* NAD 83(1986)-  46 42 14.     (N)    113 27 59.     (W)     SCALED    
 RX0540* NAVD 88     -      1135.639  (meters)    3725.84   (feet)  ADJUSTED  
 RX0540  ___________________________________________________________________
 RX0540  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 RX0540  DYNAMIC HT  -        1135.410 (meters)    3725.09  (feet)  COMP
 RX0540  MODELED GRAV-     980,374.3   (mgal)                       NAVD 88
 RX0540
 RX0540  VERT ORDER  -  FIRST     CLASS II
 RX0540
 RX0540.The horizontal coordinates were scaled from a topographic map and have
 RX0540.an estimated accuracy of +/- 6 seconds.
 RX0540
 RX0540.The orthometric height was determined by differential leveling
 RX0540.and adjusted by the National Geodetic Survey in June 1991..
 RX0540.WARNING-Repeat measurements at this control monument indicate possible
 RX0540.vertical movement.
 RX0540
 RX0540.The geoid height was determined by GEOID03.
 RX0540
 RX0540.The dynamic height is computed by dividing the NAVD 88
 RX0540.geopotential number by the normal gravity value computed on the
 RX0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0540.degrees latitude (g = 980.6199 gals.).
 RX0540
 RX0540.The modeled gravity was interpolated from observed gravity values.
 RX0540
 RX0540;                    North         East    Units  Estimated Accuracy
 RX0540;SPC MT       -   280,350.      296,980.      MT  (+/- 180 meters Scaled)
 RX0540
 RX0540                          SUPERSEDED SURVEY CONTROL
 RX0540
 RX0540  NGVD 29 (??/??/92) 1134.570  (m)         3722.34   (f) ADJ UNCH    1 2
 RX0540
 RX0540.Superseded values are not recommended for survey control.
 RX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0540.See file dsdata.txt to determine how the superseded data were derived.
 RX0540
 RX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS114752(NAD 83)
 RX0540_MARKER: DB = BENCH MARK DISK
 RX0540_SETTING: 66 = SET IN ROCK OUTCROP
 RX0540_SP_SET: ROCK OUTCROP
 RX0540_STAMPING: H 311 1959
 RX0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0540+STABILITY: POSITION/ELEVATION WELL
 RX0540
 RX0540  HISTORY     - Date     Condition        Report By
 RX0540  HISTORY     - 1959     MONUMENTED       CGS
 RX0540  HISTORY     - 1979     GOOD             NGS
 RX0540
 RX0540                          STATION DESCRIPTION
 RX0540
 RX0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0540'7.1 MI W FROM BEARMOUTH.
 RX0540'ABOUT 7.1 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0540'STATION AT BEARMOUTH, 8 1/2 POLES WEST OF MILEPOST 88, IN THE
 RX0540'SOUTHEAST 1/4 OF SECTION 15, T 11 N, R 15 W, IN THE TOP OF A ROCK
 RX0540'OUTCROP PROJECTING 1 1/2 FEET, 62 FEET NORTH OF THE NORTH RAIL OF THE
 RX0540'MAIN TRACK, 48 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 46 FEET
 RX0540'WEST OF A POWER POLE, 33 FEET NORTH OF THE GRANITE-MISSOULA COUNTY
 RX0540'LINE, 41 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 10, ABOUT 14
 RX0540'FEET ABOVE THE LEVEL OF THE TRACKS, AND ABOUT 5 FEET BELOW THE LEVEL
 RX0540'OF THE HIGHWAY.
 RX0540
 RX0540                          STATION RECOVERY (1979)
 RX0540
 RX0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0540'15.65 MILES SOUTHEAST ALONG US HIGHWAY 90 FROM ITS OVERPASS AT CLINTON
 RX0540'0.35 MILE EAST OF HIGHWAY MILEPOST 136, SET IN THE TOP OF A BOULDER
 RX0540'BETWEEN THE HIGHWAY AND THE TRACKS, 60 FEET SOUTH OF THE CENTERLINE
 RX0540'OF THE EAST BOUND LANES OF THE HIGHWAY, 39.5 FEET SOUTH OF A METAL
 RX0540'GUARDRAIL, 10.5 FEET NORTH OF A RIGHT-OF-WAY FENCE.
 RX0540'THE MARK IS 2 FT  N FROM A WITNESS POST.
 RX0540'THE MARK IS 12 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0541 ***********************************************************************
 RX0541  DESIGNATION -  H 311 RESET
 RX0541  PID         -  RX0541
 RX0541  STATE/COUNTY-  MT/GRANITE
 RX0541  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0541
 RX0541                         *CURRENT SURVEY CONTROL
 RX0541  ___________________________________________________________________
 RX0541* NAD 83(1986)-  46 42 15.     (N)    113 27 57.     (W)     SCALED    
 RX0541* NAVD 88     -      1135.95   (meters)    3726.9    (feet)  RESET     
 RX0541  ___________________________________________________________________
 RX0541  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 RX0541
 RX0541  VERT ORDER  -  THIRD
 RX0541
 RX0541.The horizontal coordinates were scaled from a topographic map and have
 RX0541.an estimated accuracy of +/- 6 seconds.
 RX0541
 RX0541.The orthometric height was computed from unverified reset data.
 RX0541
 RX0541.The geoid height was determined by GEOID03.
 RX0541
 RX0541;                    North         East    Units  Estimated Accuracy
 RX0541;SPC MT       -   280,380.      297,020.      MT  (+/- 180 meters Scaled)
 RX0541
 RX0541                          SUPERSEDED SURVEY CONTROL
 RX0541
 RX0541.No superseded survey control is available for this station.
 RX0541
 RX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS115752(NAD 83)
 RX0541_MARKER: DB = BENCH MARK DISK
 RX0541_SETTING: 66 = SET IN ROCK OUTCROP
 RX0541_SP_SET: ROCK OUTCROP
 RX0541_STAMPING: H 311 RESET 1970
 RX0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0541+STABILITY: POSITION/ELEVATION WELL
 RX0541
 RX0541  HISTORY     - Date     Condition        Report By
 RX0541  HISTORY     - 1970     MONUMENTED       MTDH
 RX0541  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0541
 RX0541                          STATION DESCRIPTION
 RX0541
 RX0541'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1970
 RX0541'7.1 MI W FROM BEARMOUTH.
 RX0541'ABOUT 7.1 MILES WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 RX0541'STATION AT BEARMOUTH, 8 1/2 POLE WEST OF MILEPOST 88, IN THE NORTHEAST
 RX0541'1/4 OF SECTION 15, T 11 N, R 15 W, IN THE TOP OF A ROCK OUTCROP
 RX0541'PROJECTING 1 1/2 FEET, 62 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 RX0541'TRACK, 46 FEET WEST OF A POWER POLE, 33 FEET NORTH OF THE
 RX0541'GRANITE-MISSOULA COUNTY LINE, 78 FEET RIGHT OF THE CENTER LINE OF
 RX0541'HIGHWAY STATION 134 + 96 OF U. S. INTERSTATE HIGHWAY I-90, ABOUT 14
 RX0541'FEET ABOVE THE LEVEL OF THE TRACKS AND ABOUT 13 FEET BELOW THE LEVEL
 RX0541'OF THE HIGHWAY.
 RX0541
 RX0541                          STATION RECOVERY (1979)
 RX0541
 RX0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0541'BENCHMARK NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0504 ***********************************************************************
 RX0504  DESIGNATION -  H 312
 RX0504  PID         -  RX0504
 RX0504  STATE/COUNTY-  MT/GRANITE
 RX0504  USGS QUAD   -  DRUMMOND (1989)
 RX0504
 RX0504                         *CURRENT SURVEY CONTROL
 RX0504  ___________________________________________________________________
 RX0504* NAD 83(1986)-  46 39 42.     (N)    113 09 01.     (W)     SCALED    
 RX0504* NAVD 88     -      1206.269  (meters)    3957.57   (feet)  ADJUSTED  
 RX0504  ___________________________________________________________________
 RX0504  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 RX0504  DYNAMIC HT  -        1206.024 (meters)    3956.76  (feet)  COMP
 RX0504  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 RX0504
 RX0504  VERT ORDER  -  FIRST     CLASS II
 RX0504
 RX0504.The horizontal coordinates were scaled from a topographic map and have
 RX0504.an estimated accuracy of +/- 6 seconds.
 RX0504
 RX0504.The orthometric height was determined by differential leveling
 RX0504.and adjusted by the National Geodetic Survey in June 1991..
 RX0504
 RX0504.The geoid height was determined by GEOID03.
 RX0504
 RX0504.The dynamic height is computed by dividing the NAVD 88
 RX0504.geopotential number by the normal gravity value computed on the
 RX0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0504.degrees latitude (g = 980.6199 gals.).
 RX0504
 RX0504.The modeled gravity was interpolated from observed gravity values.
 RX0504
 RX0504;                    North         East    Units  Estimated Accuracy
 RX0504;SPC MT       -   274,490.      320,890.      MT  (+/- 180 meters Scaled)
 RX0504
 RX0504                          SUPERSEDED SURVEY CONTROL
 RX0504
 RX0504  NGVD 29 (??/??/92) 1205.194  (m)         3954.04   (f) ADJ UNCH    1 2
 RX0504
 RX0504.Superseded values are not recommended for survey control.
 RX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0504.See file dsdata.txt to determine how the superseded data were derived.
 RX0504
 RX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS354698(NAD 83)
 RX0504_MARKER: DB = BENCH MARK DISK
 RX0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0504_SP_SET: ABUTMENT
 RX0504_STAMPING: H 312 1959
 RX0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0504
 RX0504  HISTORY     - Date     Condition        Report By
 RX0504  HISTORY     - 1959     MONUMENTED       CGS
 RX0504  HISTORY     - 1979     GOOD             NGS
 RX0504
 RX0504                          STATION DESCRIPTION
 RX0504
 RX0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0504'0.4 MI S FROM DRUMMOND.
 RX0504'ABOUT 0.4 MILE SOUTH ALONG U. S. HIGHWAY 10A FROM THE NORTHERN PACIFIC
 RX0504'RAILROAD STATION AT DRUMMOND, 14 FEET EAST OF THE CENTER LINE OF THE
 RX0504'HIGHWAY, IN SECTION 31, T 11 N, R 12 W, IN THE TOP OF THE EAST END OF
 RX0504'THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE OVER THE CLARK FORK RIVER,
 RX0504'AND ABOUT LEVEL WITH THE HIGHWAY.
 RX0504
 RX0504                          STATION RECOVERY (1979)
 RX0504
 RX0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0410 ***********************************************************************
 RX0410  DESIGNATION -  H 313
 RX0410  PID         -  RX0410
 RX0410  STATE/COUNTY-  MT/POWELL
 RX0410  USGS QUAD   -  DEER LODGE (1989)
 RX0410
 RX0410                         *CURRENT SURVEY CONTROL
 RX0410  ___________________________________________________________________
 RX0410* NAD 83(1986)-  46 26 46.     (N)    112 43 45.     (W)     SCALED    
 RX0410* NAVD 88     -      1358.568  (meters)    4457.24   (feet)  ADJUSTED  
 RX0410  ___________________________________________________________________
 RX0410  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0410  DYNAMIC HT  -        1358.209 (meters)    4456.06  (feet)  COMP
 RX0410  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 RX0410
 RX0410  VERT ORDER  -  FIRST     CLASS II
 RX0410
 RX0410.The horizontal coordinates were scaled from a topographic map and have
 RX0410.an estimated accuracy of +/- 6 seconds.
 RX0410
 RX0410.The orthometric height was determined by differential leveling
 RX0410.and adjusted by the National Geodetic Survey in June 1991..
 RX0410
 RX0410.The geoid height was determined by GEOID03.
 RX0410
 RX0410.The dynamic height is computed by dividing the NAVD 88
 RX0410.geopotential number by the normal gravity value computed on the
 RX0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0410.degrees latitude (g = 980.6199 gals.).
 RX0410
 RX0410.The modeled gravity was interpolated from observed gravity values.
 RX0410
 RX0410;                    North         East    Units  Estimated Accuracy
 RX0410;SPC MT       -   249,150.      352,090.      MT  (+/- 180 meters Scaled)
 RX0410
 RX0410                          SUPERSEDED SURVEY CONTROL
 RX0410
 RX0410  NGVD 29 (??/??/92) 1357.384  (m)         4453.35   (f) ADJ UNCH    1 2
 RX0410
 RX0410.Superseded values are not recommended for survey control.
 RX0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0410.See file dsdata.txt to determine how the superseded data were derived.
 RX0410
 RX0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS671450(NAD 83)
 RX0410_MARKER: DB = BENCH MARK DISK
 RX0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0410_SP_SET: ABUTMENT
 RX0410_STAMPING: H 313 1959
 RX0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0410
 RX0410  HISTORY     - Date     Condition        Report By
 RX0410  HISTORY     - 1959     MONUMENTED       CGS
 RX0410  HISTORY     - 1979     GOOD             NGS
 RX0410
 RX0410                          STATION DESCRIPTION
 RX0410
 RX0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0410'3.35 MI N FROM DEER LODGE.
 RX0410'ABOUT 3.35 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0410'STATION AT DEER LODGE, IN SECTION 16, R 9 W, T 8 N, 6 POLES SOUTH OF
 RX0410'MILEPOST 44, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A
 RX0410'BRIDGE OVER CLARK FORK RIVER, 6.3 FEET WEST OF THE WEST RAIL, AND
 RX0410'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 RX0410
 RX0410                          STATION RECOVERY (1979)
 RX0410
 RX0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0410'3.4 MILES NORTH ALONG THE OLD HIGHWAY FRONTAGE ROAD FROM THE POST
 RX0410'OFFICE AT DEER LODGE, THENCE 0.2 MILE WEST ACROSS A PASTURE,
 RX0410'SET IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF A RAILROAD BRIDGE
 RX0410'OVER THE CLARK FORK RIVER, 6 POLES SOUTH OF MILE POST 44, 63
 RX0410'FEET WEST OF THE WEST RAIL.
 RX0410'THE MARK IS 1 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0362 ***********************************************************************
 RX0362  DESIGNATION -  H 314
 RX0362  PID         -  RX0362
 RX0362  STATE/COUNTY-  MT/DEER LODGE
 RX0362  USGS QUAD   -  OPPORTUNITY (1989)
 RX0362
 RX0362                         *CURRENT SURVEY CONTROL
 RX0362  ___________________________________________________________________
 RX0362* NAD 83(1986)-  46 03 44.     (N)    112 47 45.     (W)     SCALED    
 RX0362* NAVD 88     -      1538.638  (meters)    5048.01   (feet)  ADJUSTED  
 RX0362  ___________________________________________________________________
 RX0362  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 RX0362  DYNAMIC HT  -        1538.088 (meters)    5046.21  (feet)  COMP
 RX0362  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 RX0362
 RX0362  VERT ORDER  -  FIRST     CLASS II
 RX0362
 RX0362.The horizontal coordinates were scaled from a topographic map and have
 RX0362.an estimated accuracy of +/- 6 seconds.
 RX0362
 RX0362.The orthometric height was determined by differential leveling
 RX0362.and adjusted by the National Geodetic Survey in June 1991..
 RX0362
 RX0362.The geoid height was determined by GEOID03.
 RX0362
 RX0362.The dynamic height is computed by dividing the NAVD 88
 RX0362.geopotential number by the normal gravity value computed on the
 RX0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0362.degrees latitude (g = 980.6199 gals.).
 RX0362
 RX0362.The modeled gravity was interpolated from observed gravity values.
 RX0362
 RX0362;                    North         East    Units  Estimated Accuracy
 RX0362;SPC MT       -   206,750.      345,180.      MT  (+/- 180 meters Scaled)
 RX0362
 RX0362                          SUPERSEDED SURVEY CONTROL
 RX0362
 RX0362  NGVD 29 (??/??/92) 1537.408  (m)         5043.98   (f) ADJ UNCH    1 2
 RX0362
 RX0362.Superseded values are not recommended for survey control.
 RX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0362.See file dsdata.txt to determine how the superseded data were derived.
 RX0362
 RX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS611025(NAD 83)
 RX0362_MARKER: DB = BENCH MARK DISK
 RX0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0362_SP_SET: PILLAR
 RX0362_STAMPING: H 314 1959
 RX0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0362
 RX0362  HISTORY     - Date     Condition        Report By
 RX0362  HISTORY     - 1959     MONUMENTED       CGS
 RX0362
 RX0362                          STATION DESCRIPTION
 RX0362
 RX0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0362'8.3 MI S FROM WARM SPRINGS.
 RX0362'ABOUT 8.3 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0362'STATION AT WARM SPRINGS, OR ABOUT 9.9 MILES NORTHWEST ALONG THE
 RX0362'NORTHERN PACIFIC RAILROAD FROM THE STATION AT SILVER BOW, IN SECTION
 RX0362'36, R 10 W, T 4 N, 2 1/2 POLES SOUTH OF MILEPOST 17, 10 FEET EAST OF
 RX0362'THE EAST RAIL, SET VERTICALLY AT THE SOUTH END AND IN THE WEST FACE OF
 RX0362'THE EAST CONCRETE PILLAR OF U. S. HIGHWAY 10A OVERPASS, AND ABOUT 1
 RX0362'1/2 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0301 ***********************************************************************
 RX0301  DESIGNATION -  H 315
 RX0301  PID         -  RX0301
 RX0301  STATE/COUNTY-  MT/JEFFERSON
 RX0301  USGS QUAD   -  ELK PARK PASS (1996)
 RX0301
 RX0301                         *CURRENT SURVEY CONTROL
 RX0301  ___________________________________________________________________
 RX0301* NAD 83(1986)-  46 05 44.     (N)    112 25 17.     (W)     SCALED    
 RX0301* NAVD 88     -      1924.735  (meters)    6314.73   (feet)  ADJUSTED  
 RX0301  ___________________________________________________________________
 RX0301  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 RX0301  DYNAMIC HT  -        1923.930 (meters)    6312.09  (feet)  COMP
 RX0301  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 RX0301
 RX0301  VERT ORDER  -  FIRST     CLASS II
 RX0301
 RX0301.The horizontal coordinates were scaled from a topographic map and have
 RX0301.an estimated accuracy of +/- 6 seconds.
 RX0301
 RX0301.The orthometric height was determined by differential leveling
 RX0301.and adjusted by the National Geodetic Survey in June 1991..
 RX0301
 RX0301.The geoid height was determined by GEOID03.
 RX0301
 RX0301.The dynamic height is computed by dividing the NAVD 88
 RX0301.geopotential number by the normal gravity value computed on the
 RX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0301.degrees latitude (g = 980.6199 gals.).
 RX0301
 RX0301.The modeled gravity was interpolated from observed gravity values.
 RX0301
 RX0301;                    North         East    Units  Estimated Accuracy
 RX0301;SPC MT       -   209,310.      374,250.      MT  (+/- 180 meters Scaled)
 RX0301
 RX0301                          SUPERSEDED SURVEY CONTROL
 RX0301
 RX0301  NGVD 29 (??/??/92) 1923.397  (m)         6310.35   (f) ADJ UNCH    1 2
 RX0301
 RX0301.Superseded values are not recommended for survey control.
 RX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0301.See file dsdata.txt to determine how the superseded data were derived.
 RX0301
 RX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS901056(NAD 83)
 RX0301_MARKER: DB = BENCH MARK DISK
 RX0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0301_STAMPING: H 315 1959
 RX0301_PROJECTION: PROJECTING 15 CENTIMETERS
 RX0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0301+STABILITY: SURFACE MOTION
 RX0301
 RX0301  HISTORY     - Date     Condition        Report By
 RX0301  HISTORY     - 1959     MONUMENTED       CGS
 RX0301  HISTORY     - 1980     GOOD             NGS
 RX0301
 RX0301                          STATION DESCRIPTION
 RX0301
 RX0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0301'14.05 MI NE FROM BUTTE.
 RX0301'ABOUT 14.05 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0301'STATION AT BUTTE, IN SECTION 13, R 7 W, T 4 N, 17 POLES NORTH OF
 RX0301'MILEPOST 274, 36 FEET EAST OF THE EAST RAIL, 41 FEET WEST OF THE
 RX0301'CENTER LINE OF U.S. HIGHWAY 91, 16 FEET NORTHWEST OF A POWER POLE, 6
 RX0301'POLES NORTH OF A ROAD CROSSING, 1.4 FEET NORTH OF A METAL WITNESS
 RX0301'POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF
 RX0301'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RX0301
 RX0301                          STATION RECOVERY (1980)
 RX0301
 RX0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0301'7.9 KM (4.9 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE EXIT 129
 RX0301'OVERPASS IN BUTTE, THENCE 6.6 KM (4.1 MI) WEST AND NORTHEAST ALONG
 RX0301'THE FRONTAGE ROAD, 2.1 KM (1.3 MI) NORTHEAST OF SAWMILL GULCH ROAD,
 RX0301'0.1 KM (0.05 MI) NORTHEAST OF HIGHWAY MILE POST 138, 12.5 METERS
 RX0301'(41.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 11.9 METERS
 RX0301'(39.0 FT) SOUTHEAST OF THE CENTER OF THE OLD RAILROAD BED, AND 4.9
 RX0301'METERS (16.0 FT) NORTH OF A POWER POLE.
 RX0301'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 RX0301'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0325 ***********************************************************************
 RX0325  DESIGNATION -  H 316
 RX0325  PID         -  RX0325
 RX0325  STATE/COUNTY-  MT/JEFFERSON
 RX0325  USGS QUAD   -  MOUNT THOMPSON (1996)
 RX0325
 RX0325                         *CURRENT SURVEY CONTROL
 RX0325  ___________________________________________________________________
 RX0325* NAD 83(1986)-  46 15 54.     (N)    112 13 07.     (W)     SCALED    
 RX0325* NAVD 88     -      1583.607  (meters)    5195.55   (feet)  ADJUSTED  
 RX0325  ___________________________________________________________________
 RX0325  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 RX0325  DYNAMIC HT  -        1583.053 (meters)    5193.73  (feet)  COMP
 RX0325  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 RX0325
 RX0325  VERT ORDER  -  FIRST     CLASS II
 RX0325
 RX0325.The horizontal coordinates were scaled from a topographic map and have
 RX0325.an estimated accuracy of +/- 6 seconds.
 RX0325
 RX0325.The orthometric height was determined by differential leveling
 RX0325.and adjusted by the National Geodetic Survey in June 1991..
 RX0325.WARNING-Repeat measurements at this control monument indicate possible
 RX0325.vertical movement.
 RX0325
 RX0325.The geoid height was determined by GEOID03.
 RX0325
 RX0325.The dynamic height is computed by dividing the NAVD 88
 RX0325.geopotential number by the normal gravity value computed on the
 RX0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0325.degrees latitude (g = 980.6199 gals.).
 RX0325
 RX0325.The modeled gravity was interpolated from observed gravity values.
 RX0325
 RX0325;                    North         East    Units  Estimated Accuracy
 RX0325;SPC MT       -   227,550.      390,570.      MT  (+/- 180 meters Scaled)
 RX0325
 RX0325                          SUPERSEDED SURVEY CONTROL
 RX0325
 RX0325  NGVD 29 (??/??/92) 1582.336  (m)         5191.38   (f) ADJ UNCH    1 2
 RX0325
 RX0325.Superseded values are not recommended for survey control.
 RX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0325.See file dsdata.txt to determine how the superseded data were derived.
 RX0325
 RX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS060242(NAD 83)
 RX0325_MARKER: DB = BENCH MARK DISK
 RX0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0325_SP_SET: PIER
 RX0325_STAMPING: H 316 1959
 RX0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0325
 RX0325  HISTORY     - Date     Condition        Report By
 RX0325  HISTORY     - 1959     MONUMENTED       CGS
 RX0325  HISTORY     - 1980     GOOD             NGS
 RX0325  HISTORY     - 1981     GOOD             USGS
 RX0325
 RX0325                          STATION DESCRIPTION
 RX0325
 RX0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0325'2.5 MI E FROM BASIN.
 RX0325'ABOUT 2.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 RX0325'AT BASIN, IN THE NORTHWEST 1/4 OF SECTION 22, T 6 N, R 5 W, AT THE
 RX0325'U.S. HIGHWAY 91 UNDERPASS, ABOUT 0.1 MILE SOUTHEAST OF THE SOUTHEAST
 RX0325'END OF TUNNEL 7, 5 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF
 RX0325'THE NORTHEAST END OF THE MOST SOUTHEASTERLY ONE OF THREE CONCRETE
 RX0325'PIERS, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 RX0325'8 FEET BELOW THE LEVEL OF THE TRACKS.
 RX0325
 RX0325                          STATION RECOVERY (1980)
 RX0325
 RX0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0325'4.3 KM (2.7 MI) EAST ALONG U.S. HIGHWAY 91 AND TEMPORARY INTERSTATE
 RX0325'HIGHWAY 15 FROM THE POST OFFICE IN BASIN, IN THE SOUTHWEST CORNER OF
 RX0325'THE NORTH PIER OF THE GREAT NORTHERN RAILROAD BRIDGE OVER U.S.
 RX0325'HIGHWAY 91, 9.7 METERS (32.0 FT) NORTHWEST OF THE CENTERLINE OF
 RX0325'THE HIGHWAY, 1.5 METERS (5.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL,
 RX0325'AND 2.4 METERS (8.0 FT) BELOW THE TRACKS.
 RX0325'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
 RX0325
 RX0325                          STATION RECOVERY (1981)
 RX0325
 RX0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RX0325'4.3 KM (2.7 MI) EAST ALONG U.S. HIGHWAY 91 AND TEMPORARY INTERSTATE
 RX0325'HIGHWAY 15 FROM THE POST OFFICE IN BASIN, IN THE OVER U.S. HIGHWAY
 RX0325'91, 3.7 METERS (32.0 FT) NORTHEAST OF CENTERLINE OF HIGHWAY, 1.5
 RX0325'METERS (5.0 FT) NORTH OF THE NORTHWEST RAIL, AND 2.4 METERS (8.0 FT)
 RX0325'BELOW THE TRACKS. 3.7 METERS ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0219 ***********************************************************************
 QY0219  DESIGNATION -  H 317
 QY0219  PID         -  QY0219
 QY0219  STATE/COUNTY-  MT/SILVER BOW
 QY0219  USGS QUAD   -  TUCKER CREEK (1996)
 QY0219
 QY0219                         *CURRENT SURVEY CONTROL
 QY0219  ___________________________________________________________________
 QY0219* NAD 83(1986)-  45 47 24.     (N)    112 43 09.     (W)     SCALED    
 QY0219* NAVD 88     -      1682.939  (meters)    5521.44   (feet)  ADJUSTED  
 QY0219  ___________________________________________________________________
 QY0219  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 QY0219  DYNAMIC HT  -        1682.263 (meters)    5519.22  (feet)  COMP
 QY0219  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 QY0219
 QY0219  VERT ORDER  -  FIRST     CLASS II
 QY0219
 QY0219.The horizontal coordinates were scaled from a topographic map and have
 QY0219.an estimated accuracy of +/- 6 seconds.
 QY0219
 QY0219.The orthometric height was determined by differential leveling
 QY0219.and adjusted by the National Geodetic Survey in June 1991..
 QY0219
 QY0219.The geoid height was determined by GEOID03.
 QY0219
 QY0219.The dynamic height is computed by dividing the NAVD 88
 QY0219.geopotential number by the normal gravity value computed on the
 QY0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0219.degrees latitude (g = 980.6199 gals.).
 QY0219
 QY0219.The modeled gravity was interpolated from observed gravity values.
 QY0219
 QY0219;                    North         East    Units  Estimated Accuracy
 QY0219;SPC MT       -   176,290.      349,860.      MT  (+/- 180 meters Scaled)
 QY0219
 QY0219                          SUPERSEDED SURVEY CONTROL
 QY0219
 QY0219  NGVD 29 (??/??/92) 1681.690  (m)         5517.34   (f) ADJ UNCH    1 2
 QY0219
 QY0219.Superseded values are not recommended for survey control.
 QY0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0219.See file dsdata.txt to determine how the superseded data were derived.
 QY0219
 QY0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR663721(NAD 83)
 QY0219_MARKER: DB = BENCH MARK DISK
 QY0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QY0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QY0219_STAMPING: H 317 1959
 QY0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0219
 QY0219  HISTORY     - Date     Condition        Report By
 QY0219  HISTORY     - 1959     MONUMENTED       CGS
 QY0219  HISTORY     - 1967     GOOD             NGS
 QY0219  HISTORY     - 19870804 GOOD             USPSQD
 QY0219
 QY0219                          STATION DESCRIPTION
 QY0219
 QY0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0219'16.9 MI S FROM SILVER BOW.
 QY0219'16.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0219'SILVER BOW, IN THE SOUTHEAST 1/4 OF SECTION 33, R 9 W, T 1 N, 6 1/2
 QY0219'POLES NORTH OF MILEPOST 373, 35 FEET EAST OF THE EAST RAIL, 47 FEET
 QY0219'WEST OF THE CENTER LINE OF U. S. HIGHWAY 91, 45 FEET NORTH OF A
 QY0219'TELEPHONE POLE, 9 FEET WEST OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL
 QY0219'OF THE HIGHWAY, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6
 QY0219'INCHES.
 QY0219
 QY0219                          STATION RECOVERY (1967)
 QY0219
 QY0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QY0219'RECOVERED IN GOOD CONDITION.
 QY0219
 QY0219                          STATION RECOVERY (1987)
 QY0219
 QY0219'RECOVERY NOTE BY US POWER SQUADRON 1987 (BAS)
 QY0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0264 ***********************************************************************
 PZ0264  DESIGNATION -  H 318
 PZ0264  PID         -  PZ0264
 PZ0264  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0264  USGS QUAD   -  DELL (1979)
 PZ0264
 PZ0264                         *CURRENT SURVEY CONTROL
 PZ0264  ___________________________________________________________________
 PZ0264* NAD 83(1986)-  44 43 32.     (N)    112 42 51.     (W)     SCALED    
 PZ0264* NAVD 88     -      1833.248  (meters)    6014.58   (feet)  ADJUSTED  
 PZ0264  ___________________________________________________________________
 PZ0264  GEOID HEIGHT-         -10.48  (meters)                     GEOID03
 PZ0264  DYNAMIC HT  -        1832.305 (meters)    6011.49  (feet)  COMP
 PZ0264  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 PZ0264
 PZ0264  VERT ORDER  -  FIRST     CLASS II
 PZ0264
 PZ0264.The horizontal coordinates were scaled from a topographic map and have
 PZ0264.an estimated accuracy of +/- 6 seconds.
 PZ0264
 PZ0264.The orthometric height was determined by differential leveling
 PZ0264.and adjusted by the National Geodetic Survey in June 1991..
 PZ0264
 PZ0264.The geoid height was determined by GEOID03.
 PZ0264
 PZ0264.The dynamic height is computed by dividing the NAVD 88
 PZ0264.geopotential number by the normal gravity value computed on the
 PZ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0264.degrees latitude (g = 980.6199 gals.).
 PZ0264
 PZ0264.The modeled gravity was interpolated from observed gravity values.
 PZ0264
 PZ0264;                    North         East    Units  Estimated Accuracy
 PZ0264;SPC MT       -    58,090.      345,390.      MT  (+/- 180 meters Scaled)
 PZ0264
 PZ0264                          SUPERSEDED SURVEY CONTROL
 PZ0264
 PZ0264  NGVD 29 (??/??/92) 1831.989  (m)         6010.45   (f) ADJ UNCH    1 2
 PZ0264
 PZ0264.Superseded values are not recommended for survey control.
 PZ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0264.See file dsdata.txt to determine how the superseded data were derived.
 PZ0264
 PZ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ642538(NAD 83)
 PZ0264_MARKER: DB = BENCH MARK DISK
 PZ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0264_STAMPING: H 318 1962
 PZ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0264+STABILITY: SURFACE MOTION
 PZ0264
 PZ0264  HISTORY     - Date     Condition        Report By
 PZ0264  HISTORY     - 1962     MONUMENTED       CGS
 PZ0264
 PZ0264                          STATION DESCRIPTION
 PZ0264
 PZ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0264'0.9 MI W FROM DELL.
 PZ0264'0.2 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0264'AT DELL, THENCE 0.7 MILE WEST ALONG A COUNTY ROAD, AT THE MAIN
 PZ0264'ENTRANCE TO THE DELL AIRPORT, 22 FEET NORTH OF THE CENTER LINE OF THE
 PZ0264'ROAD, 9 FEET EAST OF THE CENTER OF A GATE AND THE CENTER LINE OF THE
 PZ0264'ENTRANCE ROAD, 1.8 FEET NORTH OF A FENCE, 1.4 FEET WEST OF A WITNESS
 PZ0264'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PZ0264'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0022 ***********************************************************************
 PZ0022  DESIGNATION -  H 319
 PZ0022  PID         -  PZ0022
 PZ0022  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0022  USGS QUAD   -  SNOWLINE (1968)
 PZ0022
 PZ0022                         *CURRENT SURVEY CONTROL
 PZ0022  ___________________________________________________________________
 PZ0022* NAD 83(1986)-  44 35 01.     (N)    112 25 13.     (W)     SCALED    
 PZ0022* NAVD 88     -      2026.211  (meters)    6647.66   (feet)  ADJUSTED  
 PZ0022  ___________________________________________________________________
 PZ0022  GEOID HEIGHT-         -10.09  (meters)                     GEOID03
 PZ0022  DYNAMIC HT  -        2025.044 (meters)    6643.83  (feet)  COMP
 PZ0022  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 PZ0022
 PZ0022  VERT ORDER  -  FIRST     CLASS II
 PZ0022
 PZ0022.The horizontal coordinates were scaled from a topographic map and have
 PZ0022.an estimated accuracy of +/- 6 seconds.
 PZ0022
 PZ0022.The orthometric height was determined by differential leveling
 PZ0022.and adjusted by the National Geodetic Survey in June 1991..
 PZ0022
 PZ0022.The geoid height was determined by GEOID03.
 PZ0022
 PZ0022.The dynamic height is computed by dividing the NAVD 88
 PZ0022.geopotential number by the normal gravity value computed on the
 PZ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0022.degrees latitude (g = 980.6199 gals.).
 PZ0022
 PZ0022.The modeled gravity was interpolated from observed gravity values.
 PZ0022
 PZ0022;                    North         East    Units  Estimated Accuracy
 PZ0022;SPC MT       -    41,410.      368,070.      MT  (+/- 180 meters Scaled)
 PZ0022
 PZ0022                          SUPERSEDED SURVEY CONTROL
 PZ0022
 PZ0022  NGVD 29 (??/??/92) 2024.850  (m)         6643.20   (f) ADJ UNCH    1 2
 PZ0022
 PZ0022.Superseded values are not recommended for survey control.
 PZ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0022.See file dsdata.txt to determine how the superseded data were derived.
 PZ0022
 PZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ872376(NAD 83)
 PZ0022_MARKER: DB = BENCH MARK DISK
 PZ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0022_STAMPING: H 319 1962
 PZ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0022+STABILITY: SURFACE MOTION
 PZ0022
 PZ0022  HISTORY     - Date     Condition        Report By
 PZ0022  HISTORY     - 1962     MONUMENTED       CGS
 PZ0022  HISTORY     - 1967     GOOD             NGS
 PZ0022
 PZ0022                          STATION DESCRIPTION
 PZ0022
 PZ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0022'5.6 MI NW FROM MONIDA.
 PZ0022'5.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0022'AT MONIDA, 2 POLES WEST-NORTHWEST AND ACROSS THE TRACK FROM MILEPOLE
 PZ0022'270.25, 95 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 2.5 FEET
 PZ0022'NORTH-NORTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST,
 PZ0022'ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 PZ0022'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0062 ***********************************************************************
 QX0062  DESIGNATION -  H 32
 QX0062  PID         -  QX0062
 QX0062  STATE/COUNTY-  MT/PARK
 QX0062  USGS QUAD   -  PRAY (1988)
 QX0062
 QX0062                         *CURRENT SURVEY CONTROL
 QX0062  ___________________________________________________________________
 QX0062* NAD 83(1986)-  45 24 07.     (N)    110 42 15.     (W)     SCALED    
 QX0062* NAVD 88     -      1479.660  (meters)    4854.52   (feet)  POSTED    
 QX0062  ___________________________________________________________________
 QX0062  GEOID HEIGHT-          -9.72  (meters)                     GEOID03
 QX0062  DYNAMIC HT  -        1479.050 (meters)    4852.52  (feet)  COMP
 QX0062  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 QX0062
 QX0062  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QX0062
 QX0062.The horizontal coordinates were scaled from a topographic map and have
 QX0062.an estimated accuracy of +/- 6 seconds.
 QX0062
 QX0062.The orthometric height was determined by differential leveling
 QX0062.and adjusted by the National Geodetic Survey in 1992..
 QX0062.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QX0062.rate of 2.1 thru 3.0 mm/km.
 QX0062
 QX0062.The geoid height was determined by GEOID03.
 QX0062
 QX0062.The dynamic height is computed by dividing the NAVD 88
 QX0062.geopotential number by the normal gravity value computed on the
 QX0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0062.degrees latitude (g = 980.6199 gals.).
 QX0062
 QX0062.The modeled gravity was interpolated from observed gravity values.
 QX0062
 QX0062;                    North         East    Units  Estimated Accuracy
 QX0062;SPC MT       -   128,750.      505,750.      MT  (+/- 180 meters Scaled)
 QX0062
 QX0062                          SUPERSEDED SURVEY CONTROL
 QX0062
 QX0062.No superseded survey control is available for this station.
 QX0062
 QX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR231276(NAD 83)
 QX0062_MARKER: DB = BENCH MARK DISK
 QX0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0062_STAMPING: 4850.391 H 32 1923
 QX0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0062+STABILITY: SURFACE MOTION
 QX0062
 QX0062  HISTORY     - Date     Condition        Report By
 QX0062  HISTORY     - 1923     MONUMENTED       CGS
 QX0062  HISTORY     - 1960     MARK NOT FOUND   NGS
 QX0062  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0062
 QX0062                          STATION DESCRIPTION
 QX0062
 QX0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0062'2.8 MI N FROM EMIGRANT.
 QX0062'2.8 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM EMIGRANT, PARK
 QX0062'COUNTY, 225 YARDS SOUTH OF THE SOUTH END OF THE SWITCH AT CHICORY, 40
 QX0062'FEET SOUTH OF THE THIRTEENTH POLE SOUTH OF MILEPOST 20, 115 YARDS
 QX0062'NORTH OF RAILWAY BRIDGE 20, 40 YARDS NORTH OF A PRIVATE ROAD, 12 YARDS
 QX0062'EAST OF THE TRACK, 10 YARDS WEST OF A LARGE IRRIGATION DITCH, 10 FEET
 QX0062'INSIDE OF THE EAST RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF
 QX0062'POLES.  A STANDARD DISK, STAMPED 4850.391 H 32 1923 AND SET IN THE TOP
 QX0062'OF A CONCRETE POST.
 QX0062
 QX0062                          STATION RECOVERY (1983)
 QX0062
 QX0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0205 ***********************************************************************
 RV0205  DESIGNATION -  H 320
 RV0205  PID         -  RV0205
 RV0205  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0205  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0205
 RV0205                         *CURRENT SURVEY CONTROL
 RV0205  ___________________________________________________________________
 RV0205* NAD 83(1986)-  46 24 52.     (N)    109 23 12.     (W)     SCALED    
 RV0205* NAVD 88     -      1177.491  (meters)    3863.15   (feet)  ADJUSTED  
 RV0205  ___________________________________________________________________
 RV0205  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 RV0205  DYNAMIC HT  -        1177.283 (meters)    3862.47  (feet)  COMP
 RV0205  MODELED GRAV-     980,396.6   (mgal)                       NAVD 88
 RV0205
 RV0205  VERT ORDER  -  FIRST     CLASS II
 RV0205
 RV0205.The horizontal coordinates were scaled from a topographic map and have
 RV0205.an estimated accuracy of +/- 6 seconds.
 RV0205
 RV0205.The orthometric height was determined by differential leveling
 RV0205.and adjusted by the National Geodetic Survey in June 1991..
 RV0205
 RV0205.The geoid height was determined by GEOID03.
 RV0205
 RV0205.The dynamic height is computed by dividing the NAVD 88
 RV0205.geopotential number by the normal gravity value computed on the
 RV0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0205.degrees latitude (g = 980.6199 gals.).
 RV0205
 RV0205.The modeled gravity was interpolated from observed gravity values.
 RV0205
 RV0205;                    North         East    Units  Estimated Accuracy
 RV0205;SPC MT       -   240,530.      608,710.      MT  (+/- 180 meters Scaled)
 RV0205
 RV0205                          SUPERSEDED SURVEY CONTROL
 RV0205
 RV0205  NGVD 29 (??/??/92) 1176.619  (m)         3860.29   (f) ADJ UNCH    1 2
 RV0205
 RV0205.Superseded values are not recommended for survey control.
 RV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0205.See file dsdata.txt to determine how the superseded data were derived.
 RV0205
 RV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS239413(NAD 83)
 RV0205_MARKER: DB = BENCH MARK DISK
 RV0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0205_SP_SET: ABUTMENT
 RV0205_STAMPING: H 320 1962
 RV0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0205
 RV0205  HISTORY     - Date     Condition        Report By
 RV0205  HISTORY     - 1962     MONUMENTED       CGS
 RV0205
 RV0205                          STATION DESCRIPTION
 RV0205
 RV0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0205'6.25 MI SE FROM HEDGESVILLE.
 RV0205'6.25 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0205'CROSSING AT HEDGESVILLE, IN THE TOP AND 1.2 FEET SOUTHEAST OF THE
 RV0205'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 75.60, 7
 RV0205'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN
 RV0205'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0145 ***********************************************************************
 QY0145  DESIGNATION -  H 321
 QY0145  PID         -  QY0145
 QY0145  STATE/COUNTY-  MT/BEAVERHEAD
 QY0145  USGS QUAD   -  BOND (1979)
 QY0145
 QY0145                         *CURRENT SURVEY CONTROL
 QY0145  ___________________________________________________________________
 QY0145* NAD 83(1986)-  45 17 47.     (N)    112 39 51.     (W)     SCALED    
 QY0145* NAVD 88     -      1571.778  (meters)    5156.74   (feet)  ADJUSTED  
 QY0145  ___________________________________________________________________
 QY0145  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 QY0145  DYNAMIC HT  -        1571.129 (meters)    5154.61  (feet)  COMP
 QY0145  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 QY0145
 QY0145  VERT ORDER  -  FIRST     CLASS II
 QY0145
 QY0145.The horizontal coordinates were scaled from a topographic map and have
 QY0145.an estimated accuracy of +/- 6 seconds.
 QY0145
 QY0145.The orthometric height was determined by differential leveling
 QY0145.and adjusted by the National Geodetic Survey in June 1991..
 QY0145
 QY0145.The geoid height was determined by GEOID03.
 QY0145
 QY0145.The dynamic height is computed by dividing the NAVD 88
 QY0145.geopotential number by the normal gravity value computed on the
 QY0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0145.degrees latitude (g = 980.6199 gals.).
 QY0145
 QY0145.The modeled gravity was interpolated from observed gravity values.
 QY0145
 QY0145;                    North         East    Units  Estimated Accuracy
 QY0145;SPC MT       -   121,310.      351,910.      MT  (+/- 180 meters Scaled)
 QY0145
 QY0145                          SUPERSEDED SURVEY CONTROL
 QY0145
 QY0145  NGVD 29 (??/??/92) 1570.604  (m)         5152.89   (f) ADJ UNCH    1 2
 QY0145
 QY0145.Superseded values are not recommended for survey control.
 QY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0145.See file dsdata.txt to determine how the superseded data were derived.
 QY0145
 QY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR695172(NAD 83)
 QY0145_MARKER: DB = BENCH MARK DISK
 QY0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0145_SP_SET: CULVERT
 QY0145_STAMPING: H 321 1962
 QY0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0145
 QY0145  HISTORY     - Date     Condition        Report By
 QY0145  HISTORY     - 1962     MONUMENTED       CGS
 QY0145
 QY0145                          STATION DESCRIPTION
 QY0145
 QY0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0145'6.0 MI N FROM DILLON.
 QY0145'6.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0145'DILLON, AT MILEPOLE 334, IN THE TOP AND 0.7 FOOT WEST-SOUTHWEST OF THE
 QY0145'EAST-NORTHEAST END OF THE EAST-SOUTHEAST CONCRETE WING WALL OF CULVERT
 QY0145'334.02, 14 FEET EAST-NORTHEAST OF THE NEAR RAIL, AND ABOUT 1 FOOT
 QY0145'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0169 ***********************************************************************
 QY0169  DESIGNATION -  H 322
 QY0169  PID         -  QY0169
 QY0169  STATE/COUNTY-  MT/BEAVERHEAD
 QY0169  USGS QUAD   -  GLEN (1988)
 QY0169
 QY0169                         *CURRENT SURVEY CONTROL
 QY0169  ___________________________________________________________________
 QY0169* NAD 83(1986)-  45 28 17.     (N)    112 41 09.     (W)     SCALED    
 QY0169* NAVD 88     -      1518.301  (meters)    4981.29   (feet)  ADJUSTED  
 QY0169  ___________________________________________________________________
 QY0169  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 QY0169  DYNAMIC HT  -        1517.687 (meters)    4979.28  (feet)  COMP
 QY0169  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 QY0169
 QY0169  VERT ORDER  -  FIRST     CLASS II
 QY0169
 QY0169.The horizontal coordinates were scaled from a topographic map and have
 QY0169.an estimated accuracy of +/- 6 seconds.
 QY0169
 QY0169.The orthometric height was determined by differential leveling
 QY0169.and adjusted by the National Geodetic Survey in June 1991..
 QY0169
 QY0169.The geoid height was determined by GEOID03.
 QY0169
 QY0169.The dynamic height is computed by dividing the NAVD 88
 QY0169.geopotential number by the normal gravity value computed on the
 QY0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0169.degrees latitude (g = 980.6199 gals.).
 QY0169
 QY0169.The modeled gravity was interpolated from observed gravity values.
 QY0169
 QY0169;                    North         East    Units  Estimated Accuracy
 QY0169;SPC MT       -   140,810.      351,010.      MT  (+/- 180 meters Scaled)
 QY0169
 QY0169                          SUPERSEDED SURVEY CONTROL
 QY0169
 QY0169  NGVD 29 (??/??/92) 1517.115  (m)         4977.40   (f) ADJ UNCH    1 2
 QY0169
 QY0169.Superseded values are not recommended for survey control.
 QY0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0169.See file dsdata.txt to determine how the superseded data were derived.
 QY0169
 QY0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR682367(NAD 83)
 QY0169_MARKER: DB = BENCH MARK DISK
 QY0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0169_STAMPING: H 322 1962
 QY0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0169+STABILITY: SURFACE MOTION
 QY0169
 QY0169  HISTORY     - Date     Condition        Report By
 QY0169  HISTORY     - 1962     MONUMENTED       CGS
 QY0169
 QY0169                          STATION DESCRIPTION
 QY0169
 QY0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0169'11.55 MI S FROM MELROSE.
 QY0169'11.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QY0169'SIGN AT MELROSE, 1 1/2 FEET EAST NORTHEAST OF THE SEVENTH POLE
 QY0169'NORTH-NORTHWEST OF MILEPOLE 347, 40.2 FEET EAST-NORTHEAST OF THE NEAR
 QY0169'RAIL, 43 1/2 FEET WEST-SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 QY0169'91, 7.5 FEET WEST-SOUTHWEST OF A FENCE, 3.0 FEET NORTH-NORTHWEST OF A
 QY0169'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 QY0169'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0230 ***********************************************************************
 RW0230  DESIGNATION -  H 323
 RW0230  PID         -  RW0230
 RW0230  STATE/COUNTY-  MT/JEFFERSON
 RW0230  USGS QUAD   -  CLANCY (1985)
 RW0230
 RW0230                         *CURRENT SURVEY CONTROL
 RW0230  ___________________________________________________________________
 RW0230* NAD 83(1986)-  46 28 04.     (N)    111 59 03.     (W)     SCALED    
 RW0230* NAVD 88     -      1287.062  (meters)    4222.64   (feet)  ADJUSTED  
 RW0230  ___________________________________________________________________
 RW0230  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 RW0230  DYNAMIC HT  -        1286.723 (meters)    4221.52  (feet)  COMP
 RW0230  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 RW0230  OBS GRAVITY -     980,309.9   (mgal)                       GRAV_OBS
 RW0230
 RW0230  VERT ORDER  -  FIRST     CLASS II
 RW0230
 RW0230.The horizontal coordinates were scaled from a topographic map and have
 RW0230.an estimated accuracy of +/- 6 seconds.
 RW0230
 RW0230.The orthometric height was determined by differential leveling
 RW0230.and adjusted by the National Geodetic Survey in June 1991..
 RW0230.WARNING-Repeat measurements at this control monument indicate possible
 RW0230.vertical movement.
 RW0230
 RW0230.The geoid height was determined by GEOID03.
 RW0230
 RW0230.The dynamic height is computed by dividing the NAVD 88
 RW0230.geopotential number by the normal gravity value computed on the
 RW0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0230.degrees latitude (g = 980.6199 gals.).
 RW0230
 RW0230.The modeled gravity was interpolated from observed gravity values.
 RW0230.The observed gravity was obtained from relative gravimeter ties
 RW0230.to the IGSN71 gravity network.
 RW0230
 RW0230;                    North         East    Units  Estimated Accuracy
 RW0230;SPC MT       -   249,470.      409,340.      MT  (+/- 180 meters Scaled)
 RW0230
 RW0230                          SUPERSEDED SURVEY CONTROL
 RW0230
 RW0230  NGVD 29 (??/??/92) 1285.962  (m)         4219.03   (f) ADJ UNCH    1 2
 RW0230
 RW0230.Superseded values are not recommended for survey control.
 RW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0230.See file dsdata.txt to determine how the superseded data were derived.
 RW0230
 RW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS244464(NAD 83)
 RW0230_MARKER: DB = BENCH MARK DISK
 RW0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0230_SP_SET: ABUTMENT
 RW0230_STAMPING: H 323 1962
 RW0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0230
 RW0230  HISTORY     - Date     Condition        Report By
 RW0230  HISTORY     - 1962     MONUMENTED       CGS
 RW0230  HISTORY     - 1980     GOOD             NGS
 RW0230
 RW0230                          STATION DESCRIPTION
 RW0230
 RW0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RW0230'0.5 MI N FROM CLANCY.
 RW0230'0.5 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE SECTION HOUSE
 RW0230'AND STATION SIGN AT CLANCY, 1 POLE SOUTH-SOUTHWEST OF MILEPOLE 228, IN
 RW0230'THE TOP AND 1.4 FEET EAST-SOUTHEAST OF THE WEST-NORTHWEST END OF THE
 RW0230'NORTH-NORTHEAST CONCRETE ABUTMENT OF A STEEL TRUSS BRIDGE 228.1, 7.5
 RW0230'FEET WEST-NORTHWEST OF THE NEAR RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 RW0230'TRACK.
 RW0230
 RW0230                          STATION RECOVERY (1980)
 RW0230
 RW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RW0230'10.0 KM (6.2 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT
 RW0230'176 OVERPASS IN JEFFERSON CITY, 0.2 KM (0.2 MI) SOUTHWEST OF EXIT
 RW0230'182 IN TOP OF THE NORTHWEST END OF THE NORTH ABUTMENT OF THE GREAT
 RW0230'NORTHERN RAILROAD BRIDGE NUMBER 228.1, 65.8 METERS (216.0 FT)
 RW0230'NORTH OF HIGHWAY MILE POST 182, 58.5 METERS (192.0 FT) NORTHWEST
 RW0230'OF THE CENTERLINE OF THE SOUTH BOUND LANES, 29.3 METERS (96.0 FT)
 RW0230'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 2.3 METERS (7.5 FT)
 RW0230'NORTHWEST OF THE NORTHWEST RAIL, AND 0.4 METER (1.4 FT) SOUTHEAST OF
 RW0230'THE NORTHWEST END OF THE ABUTMENT.
 RW0230'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0215 ***********************************************************************
 ST0215  DESIGNATION -  H 324
 ST0215  PID         -  ST0215
 ST0215  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0215  USGS QUAD   -  WOLF CREEK (1979)
 ST0215
 ST0215                         *CURRENT SURVEY CONTROL
 ST0215  ___________________________________________________________________
 ST0215* NAD 83(1986)-  47 03 51.     (N)    112 03 03.     (W)     SCALED    
 ST0215* NAVD 88     -      1158.214  (meters)    3799.91   (feet)  ADJUSTED  
 ST0215  ___________________________________________________________________
 ST0215  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 ST0215  DYNAMIC HT  -        1158.059 (meters)    3799.40  (feet)  COMP
 ST0215  MODELED GRAV-     980,439.7   (mgal)                       NAVD 88
 ST0215
 ST0215  VERT ORDER  -  SECOND    CLASS 0
 ST0215
 ST0215.The horizontal coordinates were scaled from a topographic map and have
 ST0215.an estimated accuracy of +/- 6 seconds.
 ST0215
 ST0215.The orthometric height was determined by differential leveling
 ST0215.and adjusted by the National Geodetic Survey in June 1991..
 ST0215
 ST0215.The geoid height was determined by GEOID03.
 ST0215
 ST0215.The dynamic height is computed by dividing the NAVD 88
 ST0215.geopotential number by the normal gravity value computed on the
 ST0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0215.degrees latitude (g = 980.6199 gals.).
 ST0215
 ST0215.The modeled gravity was interpolated from observed gravity values.
 ST0215
 ST0215;                    North         East    Units  Estimated Accuracy
 ST0215;SPC MT       -   315,860.      406,380.      MT  (+/- 180 meters Scaled)
 ST0215
 ST0215                          SUPERSEDED SURVEY CONTROL
 ST0215
 ST0215  NGVD 29 (??/??/92) 1157.259  (m)         3796.77   (f) ADJ UNCH    2 0
 ST0215
 ST0215.Superseded values are not recommended for survey control.
 ST0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0215.See file dsdata.txt to determine how the superseded data were derived.
 ST0215
 ST0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT202128(NAD 83)
 ST0215_MARKER: DB = BENCH MARK DISK
 ST0215_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ST0215_SP_SET: BRIDGE ABUTMENT
 ST0215_STAMPING: H 324
 ST0215_MARK LOGO: CGS   
 ST0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ST0215+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0215
 ST0215  HISTORY     - Date     Condition        Report By
 ST0215  HISTORY     - 1962     MONUMENTED       CGS
 ST0215  HISTORY     - 19961016 GOOD             NGS
 ST0215
 ST0215                          STATION DESCRIPTION
 ST0215
 ST0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0215'5.25 MI N FROM WOLF CREEK.
 ST0215'5.25 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0215'RAILWAY STATION AT WOLF CREEK, IN THE TOP OF THE NORTHEAST END OF THE
 ST0215'NORTHWEST CONCRETE ABUTMENT OF AN ABANDONED BRIDGE, 101 FEET SOUTHWEST
 ST0215'OF THE CENTER LINE OF THE HIGHWAY, 20.5 FEET SOUTHWEST OF A FENCE, 29
 ST0215'FEET EAST-NORTHEAST OF TELEPHONE POLE 3, AND ABOUT 1 FOOT LOWER THAN
 ST0215'THE HIGHWAY.
 ST0215
 ST0215                          STATION RECOVERY (1996)
 ST0215
 ST0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0215'17.15 MI (27.60 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE
 ST0215'JUNCTION WITH STATE HIGHWAY 200, IN BOWMANS CORNER, TO A CREEK AND A
 ST0215'NEW BRIDGE AND AN OLD BRIDGE, SET IN THE NORTHWEST ABUTMENT, 102.0 FT
 ST0215'(31.1 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 20.5 FT (6.2 M)
 ST0215'SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0058 ***********************************************************************
 RV0058  DESIGNATION -  H 326
 RV0058  PID         -  RV0058
 RV0058  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0058  USGS QUAD   -  BELMONT (1979)
 RV0058
 RV0058                         *CURRENT SURVEY CONTROL
 RV0058  ___________________________________________________________________
 RV0058* NAD 83(1986)-  46 13 35.     (N)    108 58 51.     (W)     SCALED    
 RV0058* NAVD 88     -      1122.472  (meters)    3682.64   (feet)  ADJUSTED  
 RV0058  ___________________________________________________________________
 RV0058  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 RV0058  DYNAMIC HT  -        1122.270 (meters)    3681.98  (feet)  COMP
 RV0058  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 RV0058
 RV0058  VERT ORDER  -  FIRST     CLASS II
 RV0058
 RV0058.The horizontal coordinates were scaled from a topographic map and have
 RV0058.an estimated accuracy of +/- 6 seconds.
 RV0058
 RV0058.The orthometric height was determined by differential leveling
 RV0058.and adjusted by the National Geodetic Survey in June 1991..
 RV0058
 RV0058.The geoid height was determined by GEOID03.
 RV0058
 RV0058.The dynamic height is computed by dividing the NAVD 88
 RV0058.geopotential number by the normal gravity value computed on the
 RV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0058.degrees latitude (g = 980.6199 gals.).
 RV0058
 RV0058.The modeled gravity was interpolated from observed gravity values.
 RV0058
 RV0058;                    North         East    Units  Estimated Accuracy
 RV0058;SPC MT       -   219,760.      640,030.      MT  (+/- 180 meters Scaled)
 RV0058
 RV0058                          SUPERSEDED SURVEY CONTROL
 RV0058
 RV0058  NGVD 29 (??/??/92) 1121.634  (m)         3679.89   (f) ADJ UNCH    1 2
 RV0058
 RV0058.Superseded values are not recommended for survey control.
 RV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0058.See file dsdata.txt to determine how the superseded data were derived.
 RV0058
 RV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS557211(NAD 83)
 RV0058_MARKER: DB = BENCH MARK DISK
 RV0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0058_SP_SET: FOUNDATION
 RV0058_STAMPING: H 326 1962
 RV0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0058
 RV0058  HISTORY     - Date     Condition        Report By
 RV0058  HISTORY     - 1962     MONUMENTED       CGS
 RV0058
 RV0058                          STATION DESCRIPTION
 RV0058
 RV0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0058'0.15 MI S FROM BELMONT.
 RV0058'0.15 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0058'CROSSING AT BELMONT, IN THE TOP OF THE NORTH-NORTHWEST END OF THE
 RV0058'WEST-SOUTHWEST WALL OF AN ABANDONED CONCRETE FOUNDATION, 50 FEET
 RV0058'EAST-NORTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, ABOUT LEVEL WITH
 RV0058'THE MAIN TRACK, AND 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0232 ***********************************************************************
 RV0232  DESIGNATION -  H 327
 RV0232  PID         -  RV0232
 RV0232  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0232  USGS QUAD   -  CUSHMAN (1986)
 RV0232
 RV0232                         *CURRENT SURVEY CONTROL
 RV0232  ___________________________________________________________________
 RV0232* NAD 83(1986)-  46 15 39.     (N)    109 01 48.     (W)     SCALED    
 RV0232* NAVD 88     -      1093.585  (meters)    3587.87   (feet)  ADJUSTED  
 RV0232  ___________________________________________________________________
 RV0232  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 RV0232  DYNAMIC HT  -        1093.396 (meters)    3587.25  (feet)  COMP
 RV0232  MODELED GRAV-     980,403.6   (mgal)                       NAVD 88
 RV0232
 RV0232  VERT ORDER  -  FIRST     CLASS II
 RV0232
 RV0232.The horizontal coordinates were scaled from a topographic map and have
 RV0232.an estimated accuracy of +/- 6 seconds.
 RV0232
 RV0232.The orthometric height was determined by differential leveling
 RV0232.and adjusted by the National Geodetic Survey in June 1991..
 RV0232
 RV0232.The geoid height was determined by GEOID03.
 RV0232
 RV0232.The dynamic height is computed by dividing the NAVD 88
 RV0232.geopotential number by the normal gravity value computed on the
 RV0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0232.degrees latitude (g = 980.6199 gals.).
 RV0232
 RV0232.The modeled gravity was interpolated from observed gravity values.
 RV0232
 RV0232;                    North         East    Units  Estimated Accuracy
 RV0232;SPC MT       -   223,570.      636,220.      MT  (+/- 180 meters Scaled)
 RV0232
 RV0232                          SUPERSEDED SURVEY CONTROL
 RV0232
 RV0232  NGVD 29 (??/??/92) 1092.750  (m)         3585.13   (f) ADJ UNCH    1 2
 RV0232
 RV0232.Superseded values are not recommended for survey control.
 RV0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0232.See file dsdata.txt to determine how the superseded data were derived.
 RV0232
 RV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS518249(NAD 83)
 RV0232_MARKER: DB = BENCH MARK DISK
 RV0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0232_STAMPING: H 327 1962
 RV0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0232+STABILITY: SURFACE MOTION
 RV0232
 RV0232  HISTORY     - Date     Condition        Report By
 RV0232  HISTORY     - 1962     MONUMENTED       CGS
 RV0232
 RV0232                          STATION DESCRIPTION
 RV0232
 RV0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0232'3.9 MI NW FROM BELMONT.
 RV0232'3.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0232'CROSSING AT BELMONT, 23.5 FEET WEST OF THE 13TH POLE NORTH-NORTHEAST
 RV0232'OF MILEPOST 52, AT AN ABANDONED ROAD CROSSING, 67 FEET WEST-NORTHWEST
 RV0232'OF THE NEAR RAIL, 13 FEET NORTH-NORTHEAST OF THE CENTER OF A WIRE
 RV0232'GATE, 2.4 FEET EAST-SOUTHEAST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS
 RV0232'POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RV0232'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0874 ***********************************************************************
 SS0874  DESIGNATION -  H 328
 SS0874  PID         -  SS0874
 SS0874  STATE/COUNTY-  MT/CASCADE
 SS0874  USGS QUAD   -  CASCADE (1983)
 SS0874
 SS0874                         *CURRENT SURVEY CONTROL
 SS0874  ___________________________________________________________________
 SS0874* NAD 83(1986)-  47 15 42.     (N)    111 42 09.     (W)     SCALED    
 SS0874* NAVD 88     -      1029.631  (meters)    3378.05   (feet)  ADJUSTED  
 SS0874  ___________________________________________________________________
 SS0874  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 SS0874  DYNAMIC HT  -        1029.528 (meters)    3377.71  (feet)  COMP
 SS0874  MODELED GRAV-     980,477.9   (mgal)                       NAVD 88
 SS0874
 SS0874  VERT ORDER  -  FIRST     CLASS II
 SS0874
 SS0874.The horizontal coordinates were scaled from a topographic map and have
 SS0874.an estimated accuracy of +/- 6 seconds.
 SS0874
 SS0874.The orthometric height was determined by differential leveling
 SS0874.and adjusted by the National Geodetic Survey in June 1991..
 SS0874.WARNING-Repeat measurements at this control monument indicate possible
 SS0874.vertical movement.
 SS0874
 SS0874.The geoid height was determined by GEOID03.
 SS0874
 SS0874.The dynamic height is computed by dividing the NAVD 88
 SS0874.geopotential number by the normal gravity value computed on the
 SS0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0874.degrees latitude (g = 980.6199 gals.).
 SS0874
 SS0874.The modeled gravity was interpolated from observed gravity values.
 SS0874
 SS0874;                    North         East    Units  Estimated Accuracy
 SS0874;SPC MT       -   336,990.      433,430.      MT  (+/- 180 meters Scaled)
 SS0874
 SS0874                          SUPERSEDED SURVEY CONTROL
 SS0874
 SS0874  NGVD 29 (??/??/92) 1028.702  (m)         3375.00   (f) ADJ UNCH    1 2
 SS0874
 SS0874.Superseded values are not recommended for survey control.
 SS0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0874.See file dsdata.txt to determine how the superseded data were derived.
 SS0874
 SS0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT468344(NAD 83)
 SS0874_MARKER: DB = BENCH MARK DISK
 SS0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0874_STAMPING: H 328 1962
 SS0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0874+STABILITY: SURFACE MOTION
 SS0874
 SS0874  HISTORY     - Date     Condition        Report By
 SS0874  HISTORY     - 1962     MONUMENTED       CGS
 SS0874  HISTORY     - 1979     GOOD             NGS
 SS0874
 SS0874                          STATION DESCRIPTION
 SS0874
 SS0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0874'0.6 MI S FROM CASCADE.
 SS0874'0.6 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS0874'CASCADE, 11.5 FEET WEST OF MILEPOST 145, 23 FEET WEST OF THE WEST
 SS0874'RAIL, 17.5 FEET EAST OF A TELEPHONE POLE, 1.4 FEET NORTH OF A WITNESS
 SS0874'POST, ABOUT 4 1/2 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 SS0874'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SS0874
 SS0874                          STATION RECOVERY (1979)
 SS0874
 SS0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0104 ***********************************************************************
 QX0104  DESIGNATION -  H 33
 QX0104  PID         -  QX0104
 QX0104  STATE/COUNTY-  MT/PARK
 QX0104  USGS QUAD   -  GARDINER (1986)
 QX0104
 QX0104                         *CURRENT SURVEY CONTROL
 QX0104  ___________________________________________________________________
 QX0104* NAD 83(1986)-  45 02 44.     (N)    110 44 46.     (W)     SCALED    
 QX0104* NAVD 88     -      1582.854  (meters)    5193.08   (feet)  POSTED    
 QX0104  ___________________________________________________________________
 QX0104  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 QX0104  DYNAMIC HT  -        1582.090 (meters)    5190.57  (feet)  COMP
 QX0104  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 QX0104
 QX0104  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0104
 QX0104.The horizontal coordinates were scaled from a topographic map and have
 QX0104.an estimated accuracy of +/- 6 seconds.
 QX0104
 QX0104.The orthometric height was determined by differential leveling
 QX0104.and adjusted by the National Geodetic Survey in 1992..
 QX0104.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0104.rate of 0.0 thru 1.0 mm/km.
 QX0104
 QX0104.The geoid height was determined by GEOID03.
 QX0104
 QX0104.The dynamic height is computed by dividing the NAVD 88
 QX0104.geopotential number by the normal gravity value computed on the
 QX0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0104.degrees latitude (g = 980.6199 gals.).
 QX0104
 QX0104.The modeled gravity was interpolated from observed gravity values.
 QX0104
 QX0104;                    North         East    Units  Estimated Accuracy
 QX0104;SPC MT       -    89,210.      501,830.      MT  (+/- 180 meters Scaled)
 QX0104
 QX0104                          SUPERSEDED SURVEY CONTROL
 QX0104
 QX0104  NGVD 29 (??/??/92) 1581.566  (m)         5188.85   (f) ADJ UNCH    1 2
 QX0104
 QX0104.Superseded values are not recommended for survey control.
 QX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0104.See file dsdata.txt to determine how the superseded data were derived.
 QX0104
 QX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ199880(NAD 83)
 QX0104_MARKER: DB = BENCH MARK DISK
 QX0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0104_SP_SET: CULVERT
 QX0104_STAMPING: H 33 1923 5188.812
 QX0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0104
 QX0104  HISTORY     - Date     Condition        Report By
 QX0104  HISTORY     - 1923     MONUMENTED       CGS
 QX0104  HISTORY     - 1960     GOOD             NGS
 QX0104
 QX0104                          STATION DESCRIPTION
 QX0104
 QX0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0104'2.3 MI NW FROM GARDINER.
 QX0104'ABOUT 2.3 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0104'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 16, T 9 S, R 8 S, 0.2
 QX0104'MILE NORTHWEST OF MILEPOST 52, 7 FEET NORTHEAST OF THE NORTHEAST RAIL,
 QX0104'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF
 QX0104'A CONCRETE CULVERT, SOUTHWEST AND ACROSS THE YELLOWSTONE RIVER FROM
 QX0104'THE GARDINER AIRPORT OFFICE BUILDING, 1 1/2 POLES NORTHWEST OF THE
 QX0104'FOOT OF A STEEP BOULDER COVERED HILL, AND ABOUT 2 FEET BELOW THE LEVEL
 QX0104'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0018 ***********************************************************************
 QU0018  DESIGNATION -  H 34
 QU0018  PID         -  QU0018
 QU0018  STATE/COUNTY-  MT/CARTER
 QU0018  USGS QUAD   -  TIMBER HILL (1993)
 QU0018
 QU0018                         *CURRENT SURVEY CONTROL
 QU0018  ___________________________________________________________________
 QU0018* NAD 83(1986)-  45 34 04.     (N)    104 12 40.     (W)     SCALED    
 QU0018* NAVD 88     -      1062.839  (meters)    3487.00   (feet)  ADJUSTED  
 QU0018  ___________________________________________________________________
 QU0018  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 QU0018  DYNAMIC HT  -        1062.613 (meters)    3486.26  (feet)  COMP
 QU0018  MODELED GRAV-     980,366.3   (mgal)                       NAVD 88
 QU0018
 QU0018  VERT ORDER  -  FIRST     CLASS II
 QU0018
 QU0018.The horizontal coordinates were scaled from a topographic map and have
 QU0018.an estimated accuracy of +/- 6 seconds.
 QU0018
 QU0018.The orthometric height was determined by differential leveling
 QU0018.and adjusted by the National Geodetic Survey in June 1991..
 QU0018
 QU0018.The geoid height was determined by GEOID03.
 QU0018
 QU0018.The dynamic height is computed by dividing the NAVD 88
 QU0018.geopotential number by the normal gravity value computed on the
 QU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0018.degrees latitude (g = 980.6199 gals.).
 QU0018
 QU0018.The modeled gravity was interpolated from observed gravity values.
 QU0018
 QU0018;                    North         East    Units  Estimated Accuracy
 QU0018;SPC MT       -   160,390.    1,012,440.      MT  (+/- 180 meters Scaled)
 QU0018
 QU0018                          SUPERSEDED SURVEY CONTROL
 QU0018
 QU0018  NGVD 29 (??/??/92) 1062.261  (m)         3485.10   (f) ADJ UNCH    1 2
 QU0018
 QU0018.Superseded values are not recommended for survey control.
 QU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0018.See file dsdata.txt to determine how the superseded data were derived.
 QU0018
 QU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL615463(NAD 83)
 QU0018_MARKER: DB = BENCH MARK DISK
 QU0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0018_STAMPING: H 34 1934
 QU0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0018+STABILITY: SURFACE MOTION
 QU0018
 QU0018  HISTORY     - Date     Condition        Report By
 QU0018  HISTORY     - 1934     MONUMENTED       CGS
 QU0018  HISTORY     - 1953     GOOD             NGS
 QU0018
 QU0018                          STATION DESCRIPTION
 QU0018
 QU0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0018'14 MI NW FROM CAMP COOK.
 QU0018'IN CARTER COUNTY, MONTANA, 14.0 MILES NORTHWEST ALONG THE
 QU0018'ROAD TO BROADUS FROM CAMP CROOK, HARDING COUNTY, SOUTH DAKOTA,
 QU0018'IN THE YARD OF THE TIE CREEK SCHOOL, 90 FEET EAST OF THE NORTHEAST
 QU0018'CORNER OF THE BUILDING, AND 69 FEET NORTH OF THE CENTERLINE
 QU0018'OF THE ROAD.  A STANDARD DISK, STAMPED H 34 1934 AND SET IN
 QU0018'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0413 ***********************************************************************
 SU0413  DESIGNATION -  H 351
 SU0413  PID         -  SU0413
 SU0413  STATE/COUNTY-  MT/MINERAL
 SU0413  USGS QUAD   -  HAUGAN (1988)
 SU0413
 SU0413                         *CURRENT SURVEY CONTROL
 SU0413  ___________________________________________________________________
 SU0413* NAD 83(1986)-  47 24 12.     (N)    115 28 42.     (W)     SCALED    
 SU0413* NAVD 88     -      1002.048  (meters)    3287.55   (feet)  ADJUSTED  
 SU0413  ___________________________________________________________________
 SU0413  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 SU0413  DYNAMIC HT  -        1001.954 (meters)    3287.24  (feet)  COMP
 SU0413  MODELED GRAV-     980,485.6   (mgal)                       NAVD 88
 SU0413
 SU0413  VERT ORDER  -  SECOND    CLASS 0
 SU0413
 SU0413.The horizontal coordinates were scaled from a topographic map and have
 SU0413.an estimated accuracy of +/- 6 seconds.
 SU0413
 SU0413.The orthometric height was determined by differential leveling
 SU0413.and adjusted by the National Geodetic Survey in June 1991..
 SU0413
 SU0413.The geoid height was determined by GEOID03.
 SU0413
 SU0413.The dynamic height is computed by dividing the NAVD 88
 SU0413.geopotential number by the normal gravity value computed on the
 SU0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0413.degrees latitude (g = 980.6199 gals.).
 SU0413
 SU0413.The modeled gravity was interpolated from observed gravity values.
 SU0413
 SU0413;                    North         East    Units  Estimated Accuracy
 SU0413;SPC MT       -   367,590.      149,450.      MT  (+/- 180 meters Scaled)
 SU0413
 SU0413                          SUPERSEDED SURVEY CONTROL
 SU0413
 SU0413  NGVD 29 (??/??/92) 1000.86   (m)         3283.7    (f) COMPUTED    2 0
 SU0413
 SU0413.Superseded values are not recommended for survey control.
 SU0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0413.See file dsdata.txt to determine how the superseded data were derived.
 SU0413
 SU0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN148511(NAD 83)
 SU0413_MARKER: DB = BENCH MARK DISK
 SU0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0413_STAMPING: H 351 1935
 SU0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0413+STABILITY: SURFACE MOTION
 SU0413
 SU0413  HISTORY     - Date     Condition        Report By
 SU0413  HISTORY     - 1935     MONUMENTED       CGS
 SU0413  HISTORY     - 1954     MARK NOT FOUND   NGS
 SU0413
 SU0413                          STATION DESCRIPTION
 SU0413
 SU0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 SU0413'1.6 MI E FROM SALTESE.
 SU0413'1.6 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0413'SALTESE, MINERAL COUNTY, 0.3 MILE EAST OF MILEPOST 23, 500 FEET WEST
 SU0413'OF THE FOOT OF A HILL AND A HIGHWAY CROSSING, 45.5 FEET SOUTH OF THE
 SU0413'CENTERLINE OF U.S. HIGHWAY 10, 24 FEET NORTH OF THE CENTERLINE OF THE
 SU0413'TRACK, 3.7 FEET NORTH OF A TELEPHONE POLE, AND 4 FEET LOWER THAN THE
 SU0413'TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.  NOTE--
 SU0413'HWY. CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0202 ***********************************************************************
 TJ0202  DESIGNATION -  H 353
 TJ0202  PID         -  TJ0202
 TJ0202  STATE/COUNTY-  MT/VALLEY
 TJ0202  USGS QUAD   -  WHATELY (1978)
 TJ0202
 TJ0202                         *CURRENT SURVEY CONTROL
 TJ0202  ___________________________________________________________________
 TJ0202* NAD 83(1986)-  48 07 55.     (N)    106 35 53.     (W)     SCALED    
 TJ0202* NAVD 88     -       635.039  (meters)    2083.46   (feet)  ADJUSTED  
 TJ0202  ___________________________________________________________________
 TJ0202  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TJ0202  DYNAMIC HT  -         635.108 (meters)    2083.68  (feet)  COMP
 TJ0202  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 TJ0202
 TJ0202  VERT ORDER  -  FIRST     CLASS II
 TJ0202
 TJ0202.The horizontal coordinates were scaled from a topographic map and have
 TJ0202.an estimated accuracy of +/- 6 seconds.
 TJ0202
 TJ0202.The orthometric height was determined by differential leveling
 TJ0202.and adjusted by the National Geodetic Survey in June 1991..
 TJ0202
 TJ0202.The geoid height was determined by GEOID03.
 TJ0202
 TJ0202.The dynamic height is computed by dividing the NAVD 88
 TJ0202.geopotential number by the normal gravity value computed on the
 TJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0202.degrees latitude (g = 980.6199 gals.).
 TJ0202
 TJ0202.The modeled gravity was interpolated from observed gravity values.
 TJ0202
 TJ0202;                    North         East    Units  Estimated Accuracy
 TJ0202;SPC MT       -   435,360.      815,870.      MT  (+/- 180 meters Scaled)
 TJ0202
 TJ0202                          SUPERSEDED SURVEY CONTROL
 TJ0202
 TJ0202  NGVD 29 (??/??/92)  634.428  (m)         2081.45   (f) ADJ UNCH    1 2
 TJ0202
 TJ0202.Superseded values are not recommended for survey control.
 TJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0202.See file dsdata.txt to determine how the superseded data were derived.
 TJ0202
 TJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP810322(NAD 83)
 TJ0202_MARKER: P = PIPE CAP
 TJ0202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0202_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0202_STAMPING: R M 55 46
 TJ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0202
 TJ0202  HISTORY     - Date     Condition        Report By
 TJ0202  HISTORY     - UNK      MONUMENTED       USGLO
 TJ0202  HISTORY     - 1948     GOOD             NGS
 TJ0202
 TJ0202                          STATION DESCRIPTION
 TJ0202
 TJ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0202'5.4 MI SE FROM GLASGOW.
 TJ0202'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TJ0202'RAILWAY STATION AT GLASGOW, 0.2 MILE NORTH OF AN IRRIGATION CANAL,
 TJ0202'36.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28.0 FEET SOUTH OF
 TJ0202'THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 6.6 FEET SOUTHEAST OF
 TJ0202'THE SOUTH END OF A 24-INCH CORRUGATED IRON CULVERT, 1.8 FEET NORTH OF
 TJ0202'A FENCE CORNER, 0.4 FOOT SOUTHWEST OF A REFERENCE POST, A GENERAL LAND
 TJ0202'OFFICE CAP RIVETED ON TOP OF AN IRON PIPE PROJECTING 0.2 FOOT ABOVE
 TJ0202'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0195 ***********************************************************************
 TJ0195  DESIGNATION -  H 354
 TJ0195  PID         -  TJ0195
 TJ0195  STATE/COUNTY-  MT/VALLEY
 TJ0195  USGS QUAD   -  WHEELER (1978)
 TJ0195
 TJ0195                         *CURRENT SURVEY CONTROL
 TJ0195  ___________________________________________________________________
 TJ0195* NAD 83(1986)-  48 00 51.     (N)    106 30 37.     (W)     SCALED    
 TJ0195* NAVD 88     -       698.222  (meters)    2290.75   (feet)  ADJUSTED  
 TJ0195  ___________________________________________________________________
 TJ0195  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TJ0195  DYNAMIC HT  -         698.282 (meters)    2290.95  (feet)  COMP
 TJ0195  MODELED GRAV-     980,673.5   (mgal)                       NAVD 88
 TJ0195
 TJ0195  VERT ORDER  -  FIRST     CLASS II
 TJ0195
 TJ0195.The horizontal coordinates were scaled from a topographic map and have
 TJ0195.an estimated accuracy of +/- 6 seconds.
 TJ0195
 TJ0195.The orthometric height was determined by differential leveling
 TJ0195.and adjusted by the National Geodetic Survey in June 1991..
 TJ0195
 TJ0195.The geoid height was determined by GEOID03.
 TJ0195
 TJ0195.The dynamic height is computed by dividing the NAVD 88
 TJ0195.geopotential number by the normal gravity value computed on the
 TJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0195.degrees latitude (g = 980.6199 gals.).
 TJ0195
 TJ0195.The modeled gravity was interpolated from observed gravity values.
 TJ0195
 TJ0195;                    North         East    Units  Estimated Accuracy
 TJ0195;SPC MT       -   422,530.      822,890.      MT  (+/- 180 meters Scaled)
 TJ0195
 TJ0195                          SUPERSEDED SURVEY CONTROL
 TJ0195
 TJ0195  NGVD 29 (??/??/92)  697.595  (m)         2288.69   (f) ADJ UNCH    1 2
 TJ0195
 TJ0195.Superseded values are not recommended for survey control.
 TJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0195.See file dsdata.txt to determine how the superseded data were derived.
 TJ0195
 TJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP873189(NAD 83)
 TJ0195_MARKER: DB = BENCH MARK DISK
 TJ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0195_STAMPING: H 354 1948
 TJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0195+STABILITY: SURFACE MOTION
 TJ0195
 TJ0195  HISTORY     - Date     Condition        Report By
 TJ0195  HISTORY     - 1948     MONUMENTED       CGS
 TJ0195
 TJ0195                          STATION DESCRIPTION
 TJ0195
 TJ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0195'3.55 MI SNW FROM FORT PECK.
 TJ0195'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0195'PECK, THENCE 2.95 MILES NORTHWEST ALONG STATE HIGHWAY 22, 0.4 MILE
 TJ0195'NORTHWEST OF WHEELER GROCERY STORE, 68 YARDS NORTHWEST OF THE
 TJ0195'NORTHWEST END OF A FILL, ON TOP OF A RISE, 174.1 FEET NORTHEAST OF AND
 TJ0195'ACROSS THE HIGHWAY FROM THE MOST NORTHEASTERLY ONE OF A 3 POLE
 TJ0195'TRANSMISSION LINE SUPPORT, 80.8 FEET NORTHEAST OF AND 6.0 FEET HIGHER
 TJ0195'THAN THE CENTER LINE OF THE HIGHWAY, 42.1 FEET SOUTHWEST OF A SNOW
 TJ0195'FENCE, 4.0 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 TJ0195'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0015 ***********************************************************************
 SQ0015  DESIGNATION -  H 355
 SQ0015  PID         -  SQ0015
 SQ0015  STATE/COUNTY-  MT/MCCONE
 SQ0015  USGS QUAD   -  MC RAE SPRINGS (1973)
 SQ0015
 SQ0015                         *CURRENT SURVEY CONTROL
 SQ0015  ___________________________________________________________________
 SQ0015* NAD 83(1986)-  47 56 42.     (N)    106 13 56.     (W)     SCALED    
 SQ0015* NAVD 88     -       793.339  (meters)    2602.81   (feet)  ADJUSTED  
 SQ0015  ___________________________________________________________________
 SQ0015  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SQ0015  DYNAMIC HT  -         793.396 (meters)    2603.00  (feet)  COMP
 SQ0015  MODELED GRAV-     980,656.3   (mgal)                       NAVD 88
 SQ0015
 SQ0015  VERT ORDER  -  FIRST     CLASS II
 SQ0015
 SQ0015.The horizontal coordinates were scaled from a topographic map and have
 SQ0015.an estimated accuracy of +/- 6 seconds.
 SQ0015
 SQ0015.The orthometric height was determined by differential leveling
 SQ0015.and adjusted by the National Geodetic Survey in June 1991..
 SQ0015
 SQ0015.The geoid height was determined by GEOID03.
 SQ0015
 SQ0015.The dynamic height is computed by dividing the NAVD 88
 SQ0015.geopotential number by the normal gravity value computed on the
 SQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0015.degrees latitude (g = 980.6199 gals.).
 SQ0015
 SQ0015.The modeled gravity was interpolated from observed gravity values.
 SQ0015
 SQ0015;                    North         East    Units  Estimated Accuracy
 SQ0015;SPC MT       -   415,670.      843,930.      MT  (+/- 180 meters Scaled)
 SQ0015
 SQ0015                          SUPERSEDED SURVEY CONTROL
 SQ0015
 SQ0015  NGVD 29 (??/??/92)  792.714  (m)         2600.76   (f) ADJ UNCH    1 2
 SQ0015
 SQ0015.Superseded values are not recommended for survey control.
 SQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0015.See file dsdata.txt to determine how the superseded data were derived.
 SQ0015
 SQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP079109(NAD 83)
 SQ0015_MARKER: DB = BENCH MARK DISK
 SQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0015_STAMPING: H 355 1948
 SQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0015+STABILITY: SURFACE MOTION
 SQ0015
 SQ0015  HISTORY     - Date     Condition        Report By
 SQ0015  HISTORY     - 1948     MONUMENTED       CGS
 SQ0015  HISTORY     - 1973     GOOD             USGS
 SQ0015
 SQ0015                          STATION DESCRIPTION
 SQ0015
 SQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0015'12.15 MI SE FROM FORT PECK.
 SQ0015'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0015'PECK DAM AT FORT PECK, THENCE 9.2 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0015'ROAD, 0.45 MILE SOUTHEAST OF A CATTLE-GUARD, 0.15 MILE NORTHWEST OF
 SQ0015'THE NORTHWEST CORNER OF A TRIANGULAR PLOT OF GROUND AT A ROAD
 SQ0015'JUNCTION, 195.0 FEET NORTHWEST OF THE CENTER LINE OF A RAVINE LEADING
 SQ0015'NORTHEAST, 35.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5
 SQ0015'FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 SQ0015'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- WITNESS POST GONE.
 SQ0015
 SQ0015                          STATION RECOVERY (1973)
 SQ0015
 SQ0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0141 ***********************************************************************
 TJ0141  DESIGNATION -  H 356
 TJ0141  PID         -  TJ0141
 TJ0141  STATE/COUNTY-  MT/VALLEY
 TJ0141  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0141
 TJ0141                         *CURRENT SURVEY CONTROL
 TJ0141  ___________________________________________________________________
 TJ0141* NAD 83(1986)-  48 04 37.     (N)    106 17 42.     (W)     SCALED    
 TJ0141* NAVD 88     -       625.440  (meters)    2051.96   (feet)  ADJUSTED  
 TJ0141  ___________________________________________________________________
 TJ0141  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TJ0141  DYNAMIC HT  -         625.502 (meters)    2052.17  (feet)  COMP
 TJ0141  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 TJ0141
 TJ0141  VERT ORDER  -  FIRST     CLASS II
 TJ0141
 TJ0141.The horizontal coordinates were scaled from a topographic map and have
 TJ0141.an estimated accuracy of +/- 6 seconds.
 TJ0141
 TJ0141.The orthometric height was determined by differential leveling
 TJ0141.and adjusted by the National Geodetic Survey in June 1991..
 TJ0141
 TJ0141.The geoid height was determined by GEOID03.
 TJ0141
 TJ0141.The dynamic height is computed by dividing the NAVD 88
 TJ0141.geopotential number by the normal gravity value computed on the
 TJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0141.degrees latitude (g = 980.6199 gals.).
 TJ0141
 TJ0141.The modeled gravity was interpolated from observed gravity values.
 TJ0141
 TJ0141;                    North         East    Units  Estimated Accuracy
 TJ0141;SPC MT       -   430,130.      838,650.      MT  (+/- 180 meters Scaled)
 TJ0141
 TJ0141                          SUPERSEDED SURVEY CONTROL
 TJ0141
 TJ0141  NGVD 29 (??/??/92)  624.803  (m)         2049.87   (f) ADJ UNCH    1 2
 TJ0141
 TJ0141.Superseded values are not recommended for survey control.
 TJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0141.See file dsdata.txt to determine how the superseded data were derived.
 TJ0141
 TJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP035256(NAD 83)
 TJ0141_MARKER: DB = BENCH MARK DISK
 TJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0141_STAMPING: H 356 1948
 TJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0141+STABILITY: SURFACE MOTION
 TJ0141
 TJ0141  HISTORY     - Date     Condition        Report By
 TJ0141  HISTORY     - 1948     MONUMENTED       CGS
 TJ0141  HISTORY     - 1972     GOOD             USGS
 TJ0141
 TJ0141                          STATION DESCRIPTION
 TJ0141
 TJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0141'2.1 MI SW FROM WIOTA.
 TJ0141'2.1 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TJ0141'AT WIOTA, APPROXIMATELY 180 YARDS SOUTHWEST OF A FARMHOUSE, AT A
 TJ0141'PRIVATE ROAD CROSSING, 80.0 FEET NORTH OF THE CENTER OF THE CROSSING,
 TJ0141'54.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 48.0 FEET
 TJ0141'SOUTH OF THE CENTER LINE OF A ROAD, 1.6 FEET EAST OF A REFERENCE POST,
 TJ0141'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TJ0141'GROUND.
 TJ0141
 TJ0141                          STATION RECOVERY (1972)
 TJ0141
 TJ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0442 ***********************************************************************
 SQ0442  DESIGNATION -  H 357
 SQ0442  PID         -  SQ0442
 SQ0442  STATE/COUNTY-  MT/MCCONE
 SQ0442  USGS QUAD   -  PASTURE CREEK (1973)
 SQ0442
 SQ0442                         *CURRENT SURVEY CONTROL
 SQ0442  ___________________________________________________________________
 SQ0442* NAD 83(1986)-  47 59 37.     (N)    106 04 47.     (W)     SCALED    
 SQ0442* NAVD 88     -       617.210  (meters)    2024.96   (feet)  ADJUSTED  
 SQ0442  ___________________________________________________________________
 SQ0442  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 SQ0442  DYNAMIC HT  -         617.277 (meters)    2025.18  (feet)  COMP
 SQ0442  MODELED GRAV-     980,700.2   (mgal)                       NAVD 88
 SQ0442
 SQ0442  VERT ORDER  -  FIRST     CLASS II
 SQ0442
 SQ0442.The horizontal coordinates were scaled from a topographic map and have
 SQ0442.an estimated accuracy of +/- 6 seconds.
 SQ0442
 SQ0442.The orthometric height was determined by differential leveling
 SQ0442.and adjusted by the National Geodetic Survey in June 1991..
 SQ0442
 SQ0442.The geoid height was determined by GEOID03.
 SQ0442
 SQ0442.The dynamic height is computed by dividing the NAVD 88
 SQ0442.geopotential number by the normal gravity value computed on the
 SQ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0442.degrees latitude (g = 980.6199 gals.).
 SQ0442
 SQ0442.The modeled gravity was interpolated from observed gravity values.
 SQ0442
 SQ0442;                    North         East    Units  Estimated Accuracy
 SQ0442;SPC MT       -   421,560.      855,070.      MT  (+/- 180 meters Scaled)
 SQ0442
 SQ0442                          SUPERSEDED SURVEY CONTROL
 SQ0442
 SQ0442  NGVD 29 (??/??/92)  616.613  (m)         2023.00   (f) ADJ UNCH    1 2
 SQ0442
 SQ0442.Superseded values are not recommended for survey control.
 SQ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0442.See file dsdata.txt to determine how the superseded data were derived.
 SQ0442
 SQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP194161(NAD 83)
 SQ0442_MARKER: DD = SURVEY DISK
 SQ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0442+STABILITY: SURFACE MOTION
 SQ0442
 SQ0442  HISTORY     - Date     Condition        Report By
 SQ0442  HISTORY     - UNK      MONUMENTED       BOR
 SQ0442  HISTORY     - 1948     GOOD             NGS
 SQ0442
 SQ0442                          STATION DESCRIPTION
 SQ0442
 SQ0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0442'20.85 MI SE FROM FORT PECK.
 SQ0442'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0442'PECK DAM AT FORT PECK, THENCE 9.35 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0442'ROAD, THENCE 8.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.5 MILE
 SQ0442'EAST OF THE NORTH PASTURE CREEK SCHOOL, AT A T ROAD JUNCTION, 63.0
 SQ0442'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 33.0 FEET WEST OF
 SQ0442'THE CENTER LINE OF A ROAD LEADING NORTH, 6.0 FEET NORTHWEST OF A FENCE
 SQ0442'CORNER, 1.0 FOOT EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 SQ0442'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0184 ***********************************************************************
 SQ0184  DESIGNATION -  H 358
 SQ0184  PID         -  SQ0184
 SQ0184  STATE/COUNTY-  MT/VALLEY
 SQ0184  USGS QUAD   -  BOMBER COULEE (1985)
 SQ0184
 SQ0184                         *CURRENT SURVEY CONTROL
 SQ0184  ___________________________________________________________________
 SQ0184* NAD 83(1986)-  47 56 32.     (N)    106 49 37.     (W)     SCALED    
 SQ0184* NAVD 88     -       679.568  (meters)    2229.55   (feet)  ADJUSTED  
 SQ0184  ___________________________________________________________________
 SQ0184  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 SQ0184  DYNAMIC HT  -         679.627 (meters)    2229.74  (feet)  COMP
 SQ0184  MODELED GRAV-     980,676.7   (mgal)                       NAVD 88
 SQ0184
 SQ0184  VERT ORDER  -  SECOND    CLASS 0
 SQ0184
 SQ0184.The horizontal coordinates were scaled from a topographic map and have
 SQ0184.an estimated accuracy of +/- 6 seconds.
 SQ0184
 SQ0184.The orthometric height was determined by differential leveling
 SQ0184.and adjusted by the National Geodetic Survey in June 1991..
 SQ0184
 SQ0184.The geoid height was determined by GEOID03.
 SQ0184
 SQ0184.The dynamic height is computed by dividing the NAVD 88
 SQ0184.geopotential number by the normal gravity value computed on the
 SQ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0184.degrees latitude (g = 980.6199 gals.).
 SQ0184
 SQ0184.The modeled gravity was interpolated from observed gravity values.
 SQ0184
 SQ0184;                    North         East    Units  Estimated Accuracy
 SQ0184;SPC MT       -   413,680.      799,570.      MT  (+/- 180 meters Scaled)
 SQ0184
 SQ0184                          SUPERSEDED SURVEY CONTROL
 SQ0184
 SQ0184  NGVD 29 (??/??/92)  678.930  (m)         2227.46   (f) ADJ UNCH    2 0
 SQ0184
 SQ0184.Superseded values are not recommended for survey control.
 SQ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0184.See file dsdata.txt to determine how the superseded data were derived.
 SQ0184
 SQ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP635114(NAD 83)
 SQ0184_MARKER: DB = BENCH MARK DISK
 SQ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0184_STAMPING: H 358 1948
 SQ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0184+STABILITY: SURFACE MOTION
 SQ0184
 SQ0184  HISTORY     - Date     Condition        Report By
 SQ0184  HISTORY     - 1948     MONUMENTED       CGS
 SQ0184  HISTORY     - 1957     GOOD             USGS
 SQ0184
 SQ0184                          STATION DESCRIPTION
 SQ0184
 SQ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0184'27.9 MI SE FROM GLASGOW.
 SQ0184'TO REACH FROM THE GREAT NORTHERN RAILWAY STATION AT GLASGOW, GO 9.3
 SQ0184'MILES SOUTH ALONG STATE HIGHWAY 24 TO THE Y-JUNCTION OF A DIRT ROAD
 SQ0184'LEADING SOUTH, TAKE THE RIGHT FORK AND PROCEED SOUTH ALONG THE GRADED
 SQ0184'DIRT ROAD FOR 17.2 MILES TO THE PINES TO A DIM T-ROAD LEADING
 SQ0184'NORTHWEST, FOLLOW THE DIM ROAD 1.4 MILES NORTHWEST ACROSS THE BRIDGE
 SQ0184'OVER WILLOW CREEK TO THE BENCH MARK.  IT 870 FEET WEST OF A LONE TREE
 SQ0184'ON THE WEST BANK OF WILLOW CREEK, AND 235 FEET NORTHEAST OF THE
 SQ0184'CENTERLINE OF THE ROAD AT THE NORTH END OF THE BRIDGE.
 SQ0184
 SQ0184                          STATION RECOVERY (1957)
 SQ0184
 SQ0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0331 ***********************************************************************
 TH0331  DESIGNATION -  H 359
 TH0331  PID         -  TH0331
 TH0331  STATE/COUNTY-  MT/VALLEY
 TH0331  USGS QUAD   -  OSWEGO (1972)
 TH0331
 TH0331                         *CURRENT SURVEY CONTROL
 TH0331  ___________________________________________________________________
 TH0331* NAD 83(1986)-  48 07 04.     (N)    105 59 38.     (W)     SCALED    
 TH0331* NAVD 88     -       685.078  (meters)    2247.63   (feet)  ADJUSTED  
 TH0331  ___________________________________________________________________
 TH0331  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TH0331  DYNAMIC HT  -         685.152 (meters)    2247.87  (feet)  COMP
 TH0331  MODELED GRAV-     980,696.6   (mgal)                       NAVD 88
 TH0331
 TH0331  VERT ORDER  -  SECOND    CLASS 0
 TH0331
 TH0331.The horizontal coordinates were scaled from a topographic map and have
 TH0331.an estimated accuracy of +/- 6 seconds.
 TH0331
 TH0331.The orthometric height was determined by differential leveling
 TH0331.and adjusted by the National Geodetic Survey in June 1991..
 TH0331
 TH0331.The geoid height was determined by GEOID03.
 TH0331
 TH0331.The dynamic height is computed by dividing the NAVD 88
 TH0331.geopotential number by the normal gravity value computed on the
 TH0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0331.degrees latitude (g = 980.6199 gals.).
 TH0331
 TH0331.The modeled gravity was interpolated from observed gravity values.
 TH0331
 TH0331;                    North         East    Units  Estimated Accuracy
 TH0331;SPC MT       -   435,630.      860,850.      MT  (+/- 180 meters Scaled)
 TH0331
 TH0331                          SUPERSEDED SURVEY CONTROL
 TH0331
 TH0331  NGVD 29 (??/??/92)  684.472  (m)         2245.64   (f) ADJ UNCH    2 0
 TH0331
 TH0331.Superseded values are not recommended for survey control.
 TH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0331.See file dsdata.txt to determine how the superseded data were derived.
 TH0331
 TH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP260298(NAD 83)
 TH0331_MARKER: DB = BENCH MARK DISK
 TH0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0331_STAMPING: H 359 1948
 TH0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0331+STABILITY: SURFACE MOTION
 TH0331
 TH0331  HISTORY     - Date     Condition        Report By
 TH0331  HISTORY     - 1948     MONUMENTED       CGS
 TH0331
 TH0331                          STATION DESCRIPTION
 TH0331
 TH0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0331'6.2 MI NE FROM FRAZER.
 TH0331'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0331'STATION AT FRAZER, THENCE 4.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0331'41.0 FEET EAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD,
 TH0331'13.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO A
 TH0331'GROUP OF GRANARIES, 3.5 FEET SOUTHEAST OF A FENCE CORNER, 1.4 FEET
 TH0331'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 TH0331'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0221 ***********************************************************************
 RU0221  DESIGNATION -  H 36
 RU0221  PID         -  RU0221
 RU0221  STATE/COUNTY-  MT/GARFIELD
 RU0221  USGS QUAD   -  MC GINNIS BUTTE (1980)
 RU0221
 RU0221                         *CURRENT SURVEY CONTROL
 RU0221  ___________________________________________________________________
 RU0221* NAD 83(1986)-  46 57 20.     (N)    107 22 32.     (W)     SCALED    
 RU0221* NAVD 88     -      1067.587  (meters)    3502.57   (feet)  ADJUSTED  
 RU0221  ___________________________________________________________________
 RU0221  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 RU0221  DYNAMIC HT  -        1067.516 (meters)    3502.34  (feet)  COMP
 RU0221  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 RU0221
 RU0221  VERT ORDER  -  FIRST     CLASS II
 RU0221
 RU0221.The horizontal coordinates were scaled from a topographic map and have
 RU0221.an estimated accuracy of +/- 6 seconds.
 RU0221
 RU0221.The orthometric height was determined by differential leveling
 RU0221.and adjusted by the National Geodetic Survey in June 1991..
 RU0221
 RU0221.The geoid height was determined by GEOID03.
 RU0221
 RU0221.The dynamic height is computed by dividing the NAVD 88
 RU0221.geopotential number by the normal gravity value computed on the
 RU0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0221.degrees latitude (g = 980.6199 gals.).
 RU0221
 RU0221.The modeled gravity was interpolated from observed gravity values.
 RU0221
 RU0221;                    North         East    Units  Estimated Accuracy
 RU0221;SPC MT       -   302,830.      761,590.      MT  (+/- 180 meters Scaled)
 RU0221
 RU0221                          SUPERSEDED SURVEY CONTROL
 RU0221
 RU0221  NGVD 29 (??/??/92) 1066.878  (m)         3500.25   (f) ADJ UNCH    1 2
 RU0221
 RU0221.Superseded values are not recommended for survey control.
 RU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0221.See file dsdata.txt to determine how the superseded data were derived.
 RU0221
 RU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN192029(NAD 83)
 RU0221_MARKER: DB = BENCH MARK DISK
 RU0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0221_STAMPING: 3500.249 H 36 1931
 RU0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0221+STABILITY: SURFACE MOTION
 RU0221
 RU0221  HISTORY     - Date     Condition        Report By
 RU0221  HISTORY     - 1931     MONUMENTED       CGS
 RU0221
 RU0221                          STATION DESCRIPTION
 RU0221
 RU0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0221'13.8 MI S FROM EDWARDS.
 RU0221'ABOUT 13.8 MILES SOUTH ALONG THE INGOMAR-EDWARDS ROAD FROM EDWARDS,
 RU0221'GARFIELD COUNTY, NEAR THE SUMMIT OF THE YELLOWSTONE-MISSOURI RIVER
 RU0221'DIVIDE, AND ABOUT 35 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED
 RU0221'3500.249 H 36 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0308 ***********************************************************************
 TJ0308  DESIGNATION -  H 361
 TJ0308  PID         -  TJ0308
 TJ0308  STATE/COUNTY-  MT/PHILLIPS
 TJ0308  USGS QUAD   -  ROBINSON RANCH (1984)
 TJ0308
 TJ0308                         *CURRENT SURVEY CONTROL
 TJ0308  ___________________________________________________________________
 TJ0308* NAD 83(1986)-  48 28 26.     (N)    107 23 54.     (W)     SCALED    
 TJ0308* NAVD 88     -       678.751  (meters)    2226.87   (feet)  ADJUSTED  
 TJ0308  ___________________________________________________________________
 TJ0308  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TJ0308  DYNAMIC HT  -         678.852 (meters)    2227.20  (feet)  COMP
 TJ0308  MODELED GRAV-     980,737.6   (mgal)                       NAVD 88
 TJ0308
 TJ0308  VERT ORDER  -  FIRST     CLASS II
 TJ0308
 TJ0308.The horizontal coordinates were scaled from a topographic map and have
 TJ0308.an estimated accuracy of +/- 6 seconds.
 TJ0308
 TJ0308.The orthometric height was determined by differential leveling
 TJ0308.and adjusted by the National Geodetic Survey in June 1991..
 TJ0308
 TJ0308.The geoid height was determined by GEOID03.
 TJ0308
 TJ0308.The dynamic height is computed by dividing the NAVD 88
 TJ0308.geopotential number by the normal gravity value computed on the
 TJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0308.degrees latitude (g = 980.6199 gals.).
 TJ0308
 TJ0308.The modeled gravity was interpolated from observed gravity values.
 TJ0308
 TJ0308;                    North         East    Units  Estimated Accuracy
 TJ0308;SPC MT       -   471,450.      755,330.      MT  (+/- 180 meters Scaled)
 TJ0308
 TJ0308                          SUPERSEDED SURVEY CONTROL
 TJ0308
 TJ0308  NGVD 29 (??/??/92)  678.055  (m)         2224.59   (f) ADJ UNCH    1 2
 TJ0308
 TJ0308.Superseded values are not recommended for survey control.
 TJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0308.See file dsdata.txt to determine how the superseded data were derived.
 TJ0308
 TJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP227717(NAD 83)
 TJ0308_MARKER: DB = BENCH MARK DISK
 TJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0308_STAMPING: H 361 1948
 TJ0308_MARK LOGO: CGS   
 TJ0308_PROJECTION: PROJECTING 8 CENTIMETERS
 TJ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0308+STABILITY: SURFACE MOTION
 TJ0308
 TJ0308  HISTORY     - Date     Condition        Report By
 TJ0308  HISTORY     - 1948     MONUMENTED       CGS
 TJ0308  HISTORY     - 1980     GOOD             NGS
 TJ0308
 TJ0308                          STATION DESCRIPTION
 TJ0308
 TJ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0308'2.7 MI W FROM SACO.
 TJ0308'2.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0308'SACO, PHILLIPS COUNTY, 16 FEET NORTHWEST OF THE FIRST POLE WEST OF
 TJ0308'MILEPOST 319, AT A PRIVATE-ROAD CROSSING, 100 FEET EAST OF THE
 TJ0308'CENTERLINE OF THE PRIVATE ROAD, 62.3 FEET NORTH OF THE NORTH RAIL OF
 TJ0308'THE TRACK, 9.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 1.4
 TJ0308'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H
 TJ0308'361 1948 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FEET
 TJ0308'ABOVE GROUND.
 TJ0308
 TJ0308                          STATION RECOVERY (1980)
 TJ0308
 TJ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0308'4.7 KM (2.9 MI) WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0308'RAILROAD STATION IN SACO, AT A DIRT ROAD LEADING SOUTH, 30.5 METERS
 TJ0308'(100.0 FT) EAST OF THE CENTER OF A DIRT ROAD CROSSING, 19.0 METERS
 TJ0308'(62.3 FT) NORTH OF THE NORTH RAIL, 14.3 METERS (47.0 FT) SOUTH OF THE
 TJ0308'CENTERLINE OF U.S. HIGHWAY 2, AND 4.9 METERS (16.0 FT) NORTHWEST OF A
 TJ0308'UTILITY POLE.
 TJ0308'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TJ0308'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0533 ***********************************************************************
 TJ0533  DESIGNATION -  H 362
 TJ0533  PID         -  TJ0533
 TJ0533  STATE/COUNTY-  MT/VALLEY
 TJ0533  USGS QUAD   -  BLANCHARD RANCH (1958)
 TJ0533
 TJ0533                         *CURRENT SURVEY CONTROL
 TJ0533  ___________________________________________________________________
 TJ0533* NAD 83(1986)-  48 00 03.     (N)    106 43 29.     (W)     SCALED    
 TJ0533* NAVD 88     -       662.866  (meters)    2174.75   (feet)  ADJUSTED  
 TJ0533  ___________________________________________________________________
 TJ0533  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TJ0533  DYNAMIC HT  -         662.930 (meters)    2174.96  (feet)  COMP
 TJ0533  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 TJ0533
 TJ0533  VERT ORDER  -  SECOND    CLASS 0
 TJ0533
 TJ0533.The horizontal coordinates were scaled from a topographic map and have
 TJ0533.an estimated accuracy of +/- 6 seconds.
 TJ0533
 TJ0533.The orthometric height was determined by differential leveling
 TJ0533.and adjusted by the National Geodetic Survey in June 1991..
 TJ0533
 TJ0533.The geoid height was determined by GEOID03.
 TJ0533
 TJ0533.The dynamic height is computed by dividing the NAVD 88
 TJ0533.geopotential number by the normal gravity value computed on the
 TJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0533.degrees latitude (g = 980.6199 gals.).
 TJ0533
 TJ0533.The modeled gravity was interpolated from observed gravity values.
 TJ0533
 TJ0533;                    North         East    Units  Estimated Accuracy
 TJ0533;SPC MT       -   420,460.      806,970.      MT  (+/- 180 meters Scaled)
 TJ0533
 TJ0533                          SUPERSEDED SURVEY CONTROL
 TJ0533
 TJ0533  NGVD 29 (??/??/92)  662.242  (m)         2172.71   (f) ADJ UNCH    2 0
 TJ0533
 TJ0533.Superseded values are not recommended for survey control.
 TJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0533.See file dsdata.txt to determine how the superseded data were derived.
 TJ0533
 TJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP713178(NAD 83)
 TJ0533_MARKER: DB = BENCH MARK DISK
 TJ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0533_STAMPING: H 362 1948
 TJ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0533+STABILITY: SURFACE MOTION
 TJ0533
 TJ0533  HISTORY     - Date     Condition        Report By
 TJ0533  HISTORY     - 1948     MONUMENTED       CGS
 TJ0533
 TJ0533                          STATION DESCRIPTION
 TJ0533
 TJ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0533'19.1 MI S FROM GLASGOW.
 TJ0533'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TJ0533'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 TJ0533'ROAD, THENCE 6.6 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.  AT A
 TJ0533'JUNCTION WITH THE PINES ROAD LEADING SOUTH, 166.0 FEET SOUTHEAST OF
 TJ0533'THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 56.0 FEET SOUTHWEST
 TJ0533'OF THE WEST END OF A CORRUGATED IRON CULVERT, 52.0 FEET WEST OF THE
 TJ0533'CENTER LINE OF THE PINES ROAD, 1.7 FEET NORTHEAST OF A REFERENCE POST,
 TJ0533'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TJ0533'GROUND.  NOTE-- TO REACH FROM THE GREAT NORTHERN RAILWAY STATION AT
 TJ0533'GLASGOW, GO SOUTH ALONG STATE HIGHWAY 24 FROM 9.3 MILES TO THE
 TJ0533'Y-JUNCTION OF A GRADED DIRT ROAD LEADING SOUTH, TAKE THE RIGHT FORK
 TJ0533'AND PROCEED SOUTH FOR 9.3 MILES TO THE Y-JUNCTION OF THE OLD ROAD,
 TJ0533'TAKE THE RIGHT FORK (THE OLD ROAD) AND GO 0.3 MILE SOUTHWEST TO THE
 TJ0533'Y-FORKS.  THE MARK IS 235 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD
 TJ0533'FORKS, AND 52 FEET WEST OF THE CENTERLINE OF THE OLD ROAD SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0251 ***********************************************************************
 SQ0251  DESIGNATION -  H 363
 SQ0251  PID         -  SQ0251
 SQ0251  STATE/COUNTY-  MT/VALLEY
 SQ0251  USGS QUAD   -  MURRAY HILL (1973)
 SQ0251
 SQ0251                         *CURRENT SURVEY CONTROL
 SQ0251  ___________________________________________________________________
 SQ0251* NAD 83(1986)-  47 50 38.     (N)    107 04 37.     (W)     SCALED    
 SQ0251* NAVD 88     -       752.842  (meters)    2469.95   (feet)  ADJUSTED  
 SQ0251  ___________________________________________________________________
 SQ0251  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 SQ0251  DYNAMIC HT  -         752.888 (meters)    2470.10  (feet)  COMP
 SQ0251  MODELED GRAV-     980,647.4   (mgal)                       NAVD 88
 SQ0251
 SQ0251  VERT ORDER  -  SECOND    CLASS 0
 SQ0251
 SQ0251.The horizontal coordinates were scaled from a topographic map and have
 SQ0251.an estimated accuracy of +/- 6 seconds.
 SQ0251
 SQ0251.The orthometric height was determined by differential leveling
 SQ0251.and adjusted by the National Geodetic Survey in June 1991..
 SQ0251
 SQ0251.The geoid height was determined by GEOID03.
 SQ0251
 SQ0251.The dynamic height is computed by dividing the NAVD 88
 SQ0251.geopotential number by the normal gravity value computed on the
 SQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0251.degrees latitude (g = 980.6199 gals.).
 SQ0251
 SQ0251.The modeled gravity was interpolated from observed gravity values.
 SQ0251
 SQ0251;                    North         East    Units  Estimated Accuracy
 SQ0251;SPC MT       -   402,150.      781,250.      MT  (+/- 180 meters Scaled)
 SQ0251
 SQ0251                          SUPERSEDED SURVEY CONTROL
 SQ0251
 SQ0251  NGVD 29 (??/??/92)  752.165  (m)         2467.73   (f) ADJ UNCH    2 0
 SQ0251
 SQ0251.Superseded values are not recommended for survey control.
 SQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0251.See file dsdata.txt to determine how the superseded data were derived.
 SQ0251
 SQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP446010(NAD 83)
 SQ0251_MARKER: DB = BENCH MARK DISK
 SQ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0251_STAMPING: H 363 1948
 SQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0251+STABILITY: SURFACE MOTION
 SQ0251
 SQ0251  HISTORY     - Date     Condition        Report By
 SQ0251  HISTORY     - 1948     MONUMENTED       CGS
 SQ0251  HISTORY     - 1973     GOOD             USGS
 SQ0251
 SQ0251                          STATION DESCRIPTION
 SQ0251
 SQ0251'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SQ0251'39.4 MI S FROM GLASGOW.
 SQ0251'9.4 MI. SE. ALONG STATE HWY. 24 FROM THE BURLINGTON NORTHERN RAILWAY
 SQ0251'STATION IN GLASGOW, THENCE 3.1 MI. S. ALONG GRADED RD. , THENCE 26.9
 SQ0251'MI. SW ALONG GRADED RD. TOWARDS BURKES RANCH.  69 FT. SOUTH OF THE
 SQ0251'CENTER OF A CATTLEGUARD AND 1 FT. EAST OF A FENCE.  A STANDARD USC AND
 SQ0251'GS TABLET SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT. AND
 SQ0251'STAMPED H 363 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0014 ***********************************************************************
 TJ0014  DESIGNATION -  H 364
 TJ0014  PID         -  TJ0014
 TJ0014  STATE/COUNTY-  MT/VALLEY
 TJ0014  USGS QUAD   -  OPHEIM (1973)
 TJ0014
 TJ0014                         *CURRENT SURVEY CONTROL
 TJ0014  ___________________________________________________________________
 TJ0014* NAD 83(1986)-  48 51 19.     (N)    106 28 07.     (W)     SCALED    
 TJ0014* NAVD 88     -      1002.104  (meters)    3287.74   (feet)  ADJUSTED  
 TJ0014  ___________________________________________________________________
 TJ0014  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TJ0014  DYNAMIC HT  -        1002.218 (meters)    3288.11  (feet)  COMP
 TJ0014  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 TJ0014
 TJ0014  VERT ORDER  -  SECOND    CLASS 0
 TJ0014
 TJ0014.The horizontal coordinates were scaled from a topographic map and have
 TJ0014.an estimated accuracy of +/- 6 seconds.
 TJ0014
 TJ0014.The orthometric height was determined by differential leveling
 TJ0014.and adjusted by the National Geodetic Survey in June 1991..
 TJ0014
 TJ0014.The geoid height was determined by GEOID03.
 TJ0014
 TJ0014.The dynamic height is computed by dividing the NAVD 88
 TJ0014.geopotential number by the normal gravity value computed on the
 TJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0014.degrees latitude (g = 980.6199 gals.).
 TJ0014
 TJ0014.The modeled gravity was interpolated from observed gravity values.
 TJ0014
 TJ0014;                    North         East    Units  Estimated Accuracy
 TJ0014;SPC MT       -   516,080.      822,380.      MT  (+/- 180 meters Scaled)
 TJ0014
 TJ0014                          SUPERSEDED SURVEY CONTROL
 TJ0014
 TJ0014  NGVD 29 (??/??/92) 1001.401  (m)         3285.43   (f) ADJ UNCH    2 0
 TJ0014
 TJ0014.Superseded values are not recommended for survey control.
 TJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0014.See file dsdata.txt to determine how the superseded data were derived.
 TJ0014
 TJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ922124(NAD 83)
 TJ0014_MARKER: DB = BENCH MARK DISK
 TJ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0014_STAMPING: H 364 1948
 TJ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0014+STABILITY: SURFACE MOTION
 TJ0014
 TJ0014  HISTORY     - Date     Condition        Report By
 TJ0014  HISTORY     - 1948     MONUMENTED       CGS
 TJ0014  HISTORY     - 1953     GOOD             DOD
 TJ0014
 TJ0014                          STATION DESCRIPTION
 TJ0014
 TJ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0014'2.75 MI W FROM OPHEIM.
 TJ0014'2.75 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TJ0014'STATION AT OPHEIM, 45.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 TJ0014'37.0 FEET WEST OF A NORTH-SOUTH FENCE, 22.0 FEET WEST OF THE CENTER
 TJ0014'LINE OF A FIELD ENTRANCE, 3.1 FEET NORTH OF THE SOUTHWEST END OF A
 TJ0014'LARGE GRANITE BOULDER, 2.5 FEET EAST OF A REFERENCE POST, 1.5 FEET
 TJ0014'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TJ0014'FOOT ABOVE THE GROUND.  NOTE-- MARK IS NOW LEVEL WITH THE GROUND.
 TJ0014
 TJ0014                          STATION RECOVERY (1953)
 TJ0014
 TJ0014'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 TJ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0260 ***********************************************************************
 TJ0260  DESIGNATION -  H 365
 TJ0260  PID         -  TJ0260
 TJ0260  STATE/COUNTY-  MT/VALLEY
 TJ0260  USGS QUAD   -  THOENY (1984)
 TJ0260
 TJ0260                         *CURRENT SURVEY CONTROL
 TJ0260  ___________________________________________________________________
 TJ0260* NAD 83(1986)-  48 54 45.     (N)    106 55 51.     (W)     SCALED    
 TJ0260* NAVD 88     -       793.107  (meters)    2602.05   (feet)  ADJUSTED  
 TJ0260  ___________________________________________________________________
 TJ0260  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 TJ0260  DYNAMIC HT  -         793.230 (meters)    2602.46  (feet)  COMP
 TJ0260  MODELED GRAV-     980,737.4   (mgal)                       NAVD 88
 TJ0260
 TJ0260  VERT ORDER  -  SECOND    CLASS 0
 TJ0260
 TJ0260.The horizontal coordinates were scaled from a topographic map and have
 TJ0260.an estimated accuracy of +/- 6 seconds.
 TJ0260
 TJ0260.The orthometric height was determined by differential leveling
 TJ0260.and adjusted by the National Geodetic Survey in June 1991..
 TJ0260
 TJ0260.The geoid height was determined by GEOID03.
 TJ0260
 TJ0260.The dynamic height is computed by dividing the NAVD 88
 TJ0260.geopotential number by the normal gravity value computed on the
 TJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0260.degrees latitude (g = 980.6199 gals.).
 TJ0260
 TJ0260.The modeled gravity was interpolated from observed gravity values.
 TJ0260
 TJ0260;                    North         East    Units  Estimated Accuracy
 TJ0260;SPC MT       -   521,230.      788,280.      MT  (+/- 180 meters Scaled)
 TJ0260
 TJ0260                          SUPERSEDED SURVEY CONTROL
 TJ0260
 TJ0260  NGVD 29 (??/??/92)  792.430  (m)         2599.83   (f) ADJ UNCH    2 0
 TJ0260
 TJ0260.Superseded values are not recommended for survey control.
 TJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0260.See file dsdata.txt to determine how the superseded data were derived.
 TJ0260
 TJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ585195(NAD 83)
 TJ0260_MARKER: DB = BENCH MARK DISK
 TJ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0260_STAMPING: H 365 1948
 TJ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0260+STABILITY: SURFACE MOTION
 TJ0260
 TJ0260  HISTORY     - Date     Condition        Report By
 TJ0260  HISTORY     - 1948     MONUMENTED       CGS
 TJ0260  HISTORY     - 1976     GOOD             USGS
 TJ0260
 TJ0260                          STATION DESCRIPTION
 TJ0260
 TJ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0260'2.7 MI WNW FROM THOENY.
 TJ0260'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT THOENY,
 TJ0260'THENCE 2.4 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE WEST
 TJ0260'ALONG A TRAIL, 18.0 FEET NORTH OF THE CENTER LINE OF THE TRAIL AT A
 TJ0260'POINT WHERE THE TRAIL PASSES OVER THE CREST OF A RISE, 2.5 FEET WEST
 TJ0260'OF A REFERENCE POST, 1.4 FEET SOUTH OF A FENCE AND SET IN THE TOP OF A
 TJ0260'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TJ0260
 TJ0260                          STATION RECOVERY (1976)
 TJ0260
 TJ0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0260'FROM THE POST OFFICE IN OPHEIM GO S. 0.1 MI., THENCE WEST ON COUNTY
 TJ0260'ROAD 26.3 MI. TO COUNTY ROAD JUNCT. JUST NORTHEAST OF HILLCREST CEM.
 TJ0260'AT THOENY, THENCE NORTH ON COUNTY ROAD 2.2 MI. TO Y JUNCT., CONTINUE
 TJ0260'LEFT ON MAIN TRAVELED ROAD 0.3 MI. TO CATTLEGUARD IN E/W FENCE,
 TJ0260'THENCE WEST ALONG FENCE 0.25 MI. TO BM 1 FT. SOUTH OF FENCE. A
 TJ0260'STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.3 FT. AND ON THE
 TJ0260'CREST OF A SMALL RISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0060 ***********************************************************************
 TL0060  DESIGNATION -  H 367
 TL0060  PID         -  TL0060
 TL0060  STATE/COUNTY-  MT/HILL
 TL0060  USGS QUAD   -  BOX ELDER (1969)
 TL0060
 TL0060                         *CURRENT SURVEY CONTROL
 TL0060  ___________________________________________________________________
 TL0060* NAD 83(1986)-  48 19 13.     (N)    110 03 47.     (W)     SCALED    
 TL0060* NAVD 88     -       803.733  (meters)    2636.91   (feet)  ADJUSTED  
 TL0060  ___________________________________________________________________
 TL0060  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 TL0060  DYNAMIC HT  -         803.787 (meters)    2637.09  (feet)  COMP
 TL0060  MODELED GRAV-     980,651.7   (mgal)                       NAVD 88
 TL0060
 TL0060  VERT ORDER  -  SECOND    CLASS 0
 TL0060
 TL0060.The horizontal coordinates were scaled from a topographic map and have
 TL0060.an estimated accuracy of +/- 6 seconds.
 TL0060
 TL0060.The orthometric height was determined by differential leveling
 TL0060.and adjusted by the National Geodetic Survey in June 1991..
 TL0060
 TL0060.The geoid height was determined by GEOID03.
 TL0060
 TL0060.The dynamic height is computed by dividing the NAVD 88
 TL0060.geopotential number by the normal gravity value computed on the
 TL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0060.degrees latitude (g = 980.6199 gals.).
 TL0060
 TL0060.The modeled gravity was interpolated from observed gravity values.
 TL0060
 TL0060;                    North         East    Units  Estimated Accuracy
 TL0060;SPC MT       -   452,440.      558,260.      MT  (+/- 180 meters Scaled)
 TL0060
 TL0060                          SUPERSEDED SURVEY CONTROL
 TL0060
 TL0060  NGVD 29 (??/??/92)  802.878  (m)         2634.11   (f) ADJ UNCH    2 0
 TL0060
 TL0060.Superseded values are not recommended for survey control.
 TL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0060.See file dsdata.txt to determine how the superseded data were derived.
 TL0060
 TL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU694523(NAD 83)
 TL0060_MARKER: DD = SURVEY DISK
 TL0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0060_STAMPING: H 367 1948
 TL0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0060+STABILITY: SURFACE MOTION
 TL0060
 TL0060  HISTORY     - Date     Condition        Report By
 TL0060  HISTORY     - 1948     MONUMENTED       BOR
 TL0060  HISTORY     - 1969     MARK NOT FOUND   USGS
 TL0060
 TL0060                          STATION DESCRIPTION
 TL0060
 TL0060'DESCRIBED BY US BUREAU OF RECLAMATION 1948
 TL0060'2.3 MI W FROM BOX ELDER.
 TL0060'2.3 MILES WEST ALONG A GRAVELED ROAD FROM THE BEAR PAW HOTEL AT BOX
 TL0060'ELDER, 0.25 MILE WEST OF BIG SANDY CREEK, 106.3 FEET EAST OF THE
 TL0060'SOUTHEAST CORNER OF A 100-FOOT WOODEN BRIDGE, 33.0 FEET SOUTH OF THE
 TL0060'CENTER LINE OF THE ROAD, 3.5 FEET SOUTH OF A FENCE, 2.4 FEET WEST OF A
 TL0060'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 TL0060'FOOT ABOVE THE GROUND.  NOTE-- ROAD CONSTRUCTION IN THE AREA.
 TL0060
 TL0060                          STATION RECOVERY (1969)
 TL0060
 TL0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TL0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0157 ***********************************************************************
 TL0157  DESIGNATION -  H 368
 TL0157  PID         -  TL0157
 TL0157  STATE/COUNTY-  MT/CHOUTEAU
 TL0157  USGS QUAD   -  ROCKY COULEE SE (1970)
 TL0157
 TL0157                         *CURRENT SURVEY CONTROL
 TL0157  ___________________________________________________________________
 TL0157* NAD 83(1986)-  48 18 23.     (N)    110 32 20.     (W)     SCALED    
 TL0157* NAVD 88     -       880.815  (meters)    2889.81   (feet)  ADJUSTED  
 TL0157  ___________________________________________________________________
 TL0157  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 TL0157  DYNAMIC HT  -         880.878 (meters)    2890.01  (feet)  COMP
 TL0157  MODELED GRAV-     980,653.3   (mgal)                       NAVD 88
 TL0157
 TL0157  VERT ORDER  -  SECOND    CLASS 0
 TL0157
 TL0157.The horizontal coordinates were scaled from a topographic map and have
 TL0157.an estimated accuracy of +/- 6 seconds.
 TL0157
 TL0157.The orthometric height was determined by differential leveling
 TL0157.and adjusted by the National Geodetic Survey in June 1991..
 TL0157
 TL0157.The geoid height was determined by GEOID03.
 TL0157
 TL0157.The dynamic height is computed by dividing the NAVD 88
 TL0157.geopotential number by the normal gravity value computed on the
 TL0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0157.degrees latitude (g = 980.6199 gals.).
 TL0157
 TL0157.The modeled gravity was interpolated from observed gravity values.
 TL0157
 TL0157;                    North         East    Units  Estimated Accuracy
 TL0157;SPC MT       -   451,260.      522,960.      MT  (+/- 180 meters Scaled)
 TL0157
 TL0157                          SUPERSEDED SURVEY CONTROL
 TL0157
 TL0157  NGVD 29 (??/??/92)  879.944  (m)         2886.95   (f) ADJ UNCH    2 0
 TL0157
 TL0157.Superseded values are not recommended for survey control.
 TL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0157.See file dsdata.txt to determine how the superseded data were derived.
 TL0157
 TL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU341504(NAD 83)
 TL0157_MARKER: DB = BENCH MARK DISK
 TL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0157_STAMPING: H 368 1948
 TL0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0157+STABILITY: SURFACE MOTION
 TL0157
 TL0157  HISTORY     - Date     Condition        Report By
 TL0157  HISTORY     - 1948     MONUMENTED       CGS
 TL0157
 TL0157                          STATION DESCRIPTION
 TL0157
 TL0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0157'18.3 MI S FROM RUDYARD.
 TL0157'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0157'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0157'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, AT
 TL0157'THE NORTHWEST CORNER OF SECTION 2, T. 29 N., R. 9 E., 40.0 FEET EAST
 TL0157'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 46.0 FEET SOUTH OF THE
 TL0157'CENTER LINE OF AN EAST-WEST ROAD, 1.6 FEET NORTHEAST OF A REFERENCE
 TL0157'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 TL0157'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0177 ***********************************************************************
 TL0177  DESIGNATION -  H 369
 TL0177  PID         -  TL0177
 TL0177  STATE/COUNTY-  MT/LIBERTY
 TL0177  USGS QUAD   -  POVERTY COULEE SE (1970)
 TL0177
 TL0177                         *CURRENT SURVEY CONTROL
 TL0177  ___________________________________________________________________
 TL0177* NAD 83(1986)-  48 19 14.     (N)    110 50 32.     (W)     SCALED    
 TL0177* NAVD 88     -       899.726  (meters)    2951.85   (feet)  ADJUSTED  
 TL0177  ___________________________________________________________________
 TL0177  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 TL0177  DYNAMIC HT  -         899.790 (meters)    2952.06  (feet)  COMP
 TL0177  MODELED GRAV-     980,651.2   (mgal)                       NAVD 88
 TL0177
 TL0177  VERT ORDER  -  SECOND    CLASS 0
 TL0177
 TL0177.The horizontal coordinates were scaled from a topographic map and have
 TL0177.an estimated accuracy of +/- 6 seconds.
 TL0177
 TL0177.The orthometric height was determined by differential leveling
 TL0177.and adjusted by the National Geodetic Survey in June 1991..
 TL0177
 TL0177.The geoid height was determined by GEOID03.
 TL0177
 TL0177.The dynamic height is computed by dividing the NAVD 88
 TL0177.geopotential number by the normal gravity value computed on the
 TL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0177.degrees latitude (g = 980.6199 gals.).
 TL0177
 TL0177.The modeled gravity was interpolated from observed gravity values.
 TL0177
 TL0177;                    North         East    Units  Estimated Accuracy
 TL0177;SPC MT       -   453,180.      500,500.      MT  (+/- 180 meters Scaled)
 TL0177
 TL0177                          SUPERSEDED SURVEY CONTROL
 TL0177
 TL0177  NGVD 29 (??/??/92)  898.843  (m)         2948.95   (f) ADJ UNCH    2 0
 TL0177
 TL0177.Superseded values are not recommended for survey control.
 TL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0177.See file dsdata.txt to determine how the superseded data were derived.
 TL0177
 TL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU116519(NAD 83)
 TL0177_MARKER: DB = BENCH MARK DISK
 TL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0177_STAMPING: H 369 1948
 TL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0177+STABILITY: SURFACE MOTION
 TL0177
 TL0177  HISTORY     - Date     Condition        Report By
 TL0177  HISTORY     - 1948     MONUMENTED       CGS
 TL0177  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0177
 TL0177                          STATION DESCRIPTION
 TL0177
 TL0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0177'31.3 MI SW FROM RUDYARD.
 TL0177'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0177'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0177'THENCE 13.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 TL0177'ALONG A GRADED DIRT ROAD, AT A ROAD JUNCTION, AT THE NORTHWEST CORNER
 TL0177'OF SECTION 33, T. 30 N., R. 7 E., 26.0 FEET EAST OF THE CENTER LINE OF
 TL0177'A NORTH-SOUTH ROAD, 15.0 FEET SOUTH OF THE CENTER LINE OF A TRAIL
 TL0177'LEADING EAST, 2.9 FEET EAST OF A POWER LINE JUNCTION POLE, 2.8 FEET
 TL0177'SOUTH OF A FENCE, 2.2 FEET WEST OF A REFERENCE POST AND SET IN THE TOP
 TL0177'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TL0177
 TL0177                          STATION RECOVERY (1970)
 TL0177
 TL0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0125 ***********************************************************************
 SQ0125  DESIGNATION -  H 37
 SQ0125  PID         -  SQ0125
 SQ0125  STATE/COUNTY-  MT/GARFIELD
 SQ0125  USGS QUAD   -  JORDAN (1964)
 SQ0125
 SQ0125                         *CURRENT SURVEY CONTROL
 SQ0125  ___________________________________________________________________
 SQ0125* NAD 83(1986)-  47 19 08.     (N)    106 54 43.     (W)     SCALED    
 SQ0125* NAVD 88     -       792.591  (meters)    2600.36   (feet)  ADJUSTED  
 SQ0125  ___________________________________________________________________
 SQ0125  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 SQ0125  DYNAMIC HT  -         792.605 (meters)    2600.40  (feet)  COMP
 SQ0125  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 SQ0125
 SQ0125  VERT ORDER  -  FIRST     CLASS II
 SQ0125
 SQ0125.The horizontal coordinates were scaled from a topographic map and have
 SQ0125.an estimated accuracy of +/- 6 seconds.
 SQ0125
 SQ0125.The orthometric height was determined by differential leveling
 SQ0125.and adjusted by the National Geodetic Survey in June 1991..
 SQ0125
 SQ0125.The geoid height was determined by GEOID03.
 SQ0125
 SQ0125.The dynamic height is computed by dividing the NAVD 88
 SQ0125.geopotential number by the normal gravity value computed on the
 SQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0125.degrees latitude (g = 980.6199 gals.).
 SQ0125
 SQ0125.The modeled gravity was interpolated from observed gravity values.
 SQ0125
 SQ0125;                    North         East    Units  Estimated Accuracy
 SQ0125;SPC MT       -   344,240.      795,510.      MT  (+/- 180 meters Scaled)
 SQ0125
 SQ0125                          SUPERSEDED SURVEY CONTROL
 SQ0125
 SQ0125  NGVD 29 (??/??/92)  791.911  (m)         2598.13   (f) ADJ UNCH    1 2
 SQ0125
 SQ0125.Superseded values are not recommended for survey control.
 SQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0125.See file dsdata.txt to determine how the superseded data were derived.
 SQ0125
 SQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN555423(NAD 83)
 SQ0125_MARKER: DB = BENCH MARK DISK
 SQ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0125_STAMPING: 2598.128 H 37 1931
 SQ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0125+STABILITY: SURFACE MOTION
 SQ0125
 SQ0125  HISTORY     - Date     Condition        Report By
 SQ0125  HISTORY     - 1931     MONUMENTED       CGS
 SQ0125  HISTORY     - 1934     GOOD             NGS
 SQ0125  HISTORY     - 1964     GOOD             USGS
 SQ0125
 SQ0125                          STATION DESCRIPTION
 SQ0125
 SQ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0125'IN JORDAN.
 SQ0125'AT JORDAN, GARFIELD COUNTY, IN THE NORTHWEST CORNER OF THE COUNTY
 SQ0125'PROPERTY USED IN 1931 AS THE FAIR GROUNDS, 25 FEET EAST OF THE STREET
 SQ0125'ON THE WEST SIDE OF THE GROUNDS, AND AT THE NORTH PROPERTY LINE.  A
 SQ0125'STANDARD DISK, STAMPED 2598.128 H 37 1931 AND SET IN THE TOP OF A
 SQ0125'CONCRETE POST.  NOTE-- 50 FT N OF THE GARFIELD COUNTY HOSPITAL.
 SQ0125
 SQ0125                          STATION RECOVERY (1964)
 SQ0125
 SQ0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SQ0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0193 ***********************************************************************
 TL0193  DESIGNATION -  H 370
 TL0193  PID         -  TL0193
 TL0193  STATE/COUNTY-  MT/HILL
 TL0193  USGS QUAD   -  RUDYARD (1972)
 TL0193
 TL0193                         *CURRENT SURVEY CONTROL
 TL0193  ___________________________________________________________________
 TL0193* NAD 83(1986)-  48 33 40.     (N)    110 33 19.     (W)     SCALED    
 TL0193* NAVD 88     -       948.383  (meters)    3111.49   (feet)  POSTED    
 TL0193  ___________________________________________________________________
 TL0193  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 TL0193  DYNAMIC HT  -         948.460 (meters)    3111.74  (feet)  COMP
 TL0193  MODELED GRAV-     980,656.5   (mgal)                       NAVD 88
 TL0193
 TL0193  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0193
 TL0193.The horizontal coordinates were scaled from a topographic map and have
 TL0193.an estimated accuracy of +/- 6 seconds.
 TL0193
 TL0193.The orthometric height was determined by differential leveling
 TL0193.and adjusted by the National Geodetic Survey in 1992..
 TL0193.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0193.rate of 0.0 thru 1.0 mm/km.
 TL0193
 TL0193.The geoid height was determined by GEOID03.
 TL0193
 TL0193.The dynamic height is computed by dividing the NAVD 88
 TL0193.geopotential number by the normal gravity value computed on the
 TL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0193.degrees latitude (g = 980.6199 gals.).
 TL0193
 TL0193.The modeled gravity was interpolated from observed gravity values.
 TL0193
 TL0193;                    North         East    Units  Estimated Accuracy
 TL0193;SPC MT       -   479,590.      522,130.      MT  (+/- 180 meters Scaled)
 TL0193
 TL0193                          SUPERSEDED SURVEY CONTROL
 TL0193
 TL0193  NGVD 29 (??/??/92)  947.485  (m)         3108.54   (f) ADJ UNCH    1 2
 TL0193
 TL0193.Superseded values are not recommended for survey control.
 TL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0193.See file dsdata.txt to determine how the superseded data were derived.
 TL0193
 TL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU328787(NAD 83)
 TL0193_MARKER: DB = BENCH MARK DISK
 TL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0193_STAMPING: H 370 1948
 TL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0193+STABILITY: SURFACE MOTION
 TL0193
 TL0193  HISTORY     - Date     Condition        Report By
 TL0193  HISTORY     - 1948     MONUMENTED       CGS
 TL0193  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0193
 TL0193                          STATION DESCRIPTION
 TL0193
 TL0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0193'IN RUDYARD.
 TL0193'AT RUDYARD, HILL COUNTY, TWO BLOCKS NORTH OF THE GREAT NORTHERN
 TL0193'RAILWAY STATION, ON THE FIRST STREET WEST OF THE MAIN STREET OF THE
 TL0193'TOWN, 63 FEET EAST OF THE CENTERLINE OF THE STREET, 20.5 FEET NORTH OF
 TL0193'THE NORTH EDGE OF A CONCRETE SIDEWALK, AT ST. JOHN THE EVANGELIST
 TL0193'LUTHERAN CHURCH, AND 2 FEET WEST OF THE SOUTHWEST CORNER OF THE
 TL0193'CHURCH.  A STANDARD DISK, STAMPED H 370 1948 AND SET IN THE TOP OF A
 TL0193'CONCRETE POST FLUSH WITH THE GROUND.
 TL0193
 TL0193                          STATION RECOVERY (1979)
 TL0193
 TL0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0193'NOTE=THE CHURCH HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0211 ***********************************************************************
 TL0211  DESIGNATION -  H 371
 TL0211  PID         -  TL0211
 TL0211  STATE/COUNTY-  MT/LIBERTY
 TL0211  USGS QUAD   -  CHESTER (1963)
 TL0211
 TL0211                         *CURRENT SURVEY CONTROL
 TL0211  ___________________________________________________________________
 TL0211* NAD 83(1986)-  48 32 08.     (N)    110 52 57.     (W)     SCALED    
 TL0211* NAVD 88     -      1006.829  (meters)    3303.24   (feet)  ADJUSTED  
 TL0211  ___________________________________________________________________
 TL0211  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TL0211  DYNAMIC HT  -        1006.909 (meters)    3303.50  (feet)  COMP
 TL0211  MODELED GRAV-     980,655.3   (mgal)                       NAVD 88
 TL0211
 TL0211  VERT ORDER  -  FIRST     CLASS II
 TL0211
 TL0211.The horizontal coordinates were scaled from a topographic map and have
 TL0211.an estimated accuracy of +/- 6 seconds.
 TL0211
 TL0211.The orthometric height was determined by differential leveling
 TL0211.and adjusted by the National Geodetic Survey in June 1991..
 TL0211
 TL0211.The geoid height was determined by GEOID03.
 TL0211
 TL0211.The dynamic height is computed by dividing the NAVD 88
 TL0211.geopotential number by the normal gravity value computed on the
 TL0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0211.degrees latitude (g = 980.6199 gals.).
 TL0211
 TL0211.The modeled gravity was interpolated from observed gravity values.
 TL0211
 TL0211;                    North         East    Units  Estimated Accuracy
 TL0211;SPC MT       -   477,130.      497,930.      MT  (+/- 180 meters Scaled)
 TL0211
 TL0211                          SUPERSEDED SURVEY CONTROL
 TL0211
 TL0211  NGVD 29 (??/??/92) 1005.938  (m)         3300.31   (f) ADJ UNCH    1 2
 TL0211
 TL0211.Superseded values are not recommended for survey control.
 TL0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0211.See file dsdata.txt to determine how the superseded data were derived.
 TL0211
 TL0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU086758(NAD 83)
 TL0211_MARKER: DB = BENCH MARK DISK
 TL0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0211_STAMPING: H 371 1948
 TL0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0211+STABILITY: SURFACE MOTION
 TL0211
 TL0211  HISTORY     - Date     Condition        Report By
 TL0211  HISTORY     - 1948     MONUMENTED       CGS
 TL0211  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0211
 TL0211                          STATION DESCRIPTION
 TL0211
 TL0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0211'4.1 MI E FROM CHESTER.
 TL0211'6.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0211'JOPLIN, LIBERTY COUNTY, 4.1 MILES EAST OF THE STATION AT CHESTER 9
 TL0211'POLES NORTHEAST OF MILEPOST 1019, AT THE NORTHEAST END OF A FILL, 69.7
 TL0211'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 2.2 FEET SOUTHWEST
 TL0211'OF A WHITE WOODEN WITNESS POST, AND 2.1 FEET NORTHWEST OF A FENCE. A
 TL0211'STANDARD DISK, STAMPED H 371 1946 AND SET IN THE TOP OF A CONCRETE
 TL0211'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 TL0211
 TL0211                          STATION RECOVERY (1979)
 TL0211
 TL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0211'NOTE=THE AREA DESCRIBED HAS BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0255 ***********************************************************************
 RY0255  DESIGNATION -  H 372
 RY0255  PID         -  RY0255
 RY0255  STATE/COUNTY-  MT/MISSOULA
 RY0255  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0255
 RY0255                         *CURRENT SURVEY CONTROL
 RY0255  ___________________________________________________________________
 RY0255* NAD 83(1986)-  46 39 38.     (N)    114 34 54.     (W)     SCALED    
 RY0255* NAVD 88     -      1449.039  (meters)    4754.06   (feet)  ADJUSTED  
 RY0255  ___________________________________________________________________
 RY0255  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 RY0255  DYNAMIC HT  -        1448.660 (meters)    4752.81  (feet)  COMP
 RY0255  MODELED GRAV-     980,302.0   (mgal)                       NAVD 88
 RY0255
 RY0255  VERT ORDER  -  FIRST     CLASS II
 RY0255
 RY0255.The horizontal coordinates were scaled from a topographic map and have
 RY0255.an estimated accuracy of +/- 6 seconds.
 RY0255
 RY0255.The orthometric height was determined by differential leveling
 RY0255.and adjusted by the National Geodetic Survey in June 1991..
 RY0255
 RY0255.The geoid height was determined by GEOID03.
 RY0255
 RY0255.The dynamic height is computed by dividing the NAVD 88
 RY0255.geopotential number by the normal gravity value computed on the
 RY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0255.degrees latitude (g = 980.6199 gals.).
 RY0255
 RY0255.The modeled gravity was interpolated from observed gravity values.
 RY0255
 RY0255;                    North         East    Units  Estimated Accuracy
 RY0255;SPC MT       -   280,470.      211,570.      MT  (+/- 180 meters Scaled)
 RY0255
 RY0255                          SUPERSEDED SURVEY CONTROL
 RY0255
 RY0255  NGVD 29 (??/??/92) 1447.815  (m)         4750.04   (f) ADJ UNCH    1 2
 RY0255
 RY0255.Superseded values are not recommended for survey control.
 RY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0255.See file dsdata.txt to determine how the superseded data were derived.
 RY0255
 RY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM850702(NAD 83)
 RY0255_MARKER: DB = BENCH MARK DISK
 RY0255_SETTING: 80 = SET IN A BOULDER
 RY0255_STAMPING: H 372 1950
 RY0255_MARK LOGO: CGS   
 RY0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0255+STABILITY: SURFACE MOTION
 RY0255
 RY0255  HISTORY     - Date     Condition        Report By
 RY0255  HISTORY     - 1950     MONUMENTED       CGS
 RY0255  HISTORY     - 1964     GOOD             USGS
 RY0255  HISTORY     - 1980     GOOD             NGS
 RY0255
 RY0255                          STATION DESCRIPTION
 RY0255
 RY0255'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0255'5.5 MI S FROM LOLO HOT SPRINGS.
 RY0255'5.5 MI. S. ALONG THE LEWIS AND CLARK HWY. FROM THE GAS STATION AT LOLO
 RY0255'HOT SPRINGS, IN THE CENTER OF A 5 FT. ROUND GRANITE BOULDER WHICH
 RY0255'PROJECTS 2.5 FT. ABOVE THE GROUND, 148 FT. SE OF THE CENTER LINE OF
 RY0255'THE HIGHWAY, 26 FT. S OF A 12 IN. BLAZED PINE TREE, LEVEL WITH THE
 RY0255'HIGHWAY.
 RY0255
 RY0255                          STATION RECOVERY (1980)
 RY0255
 RY0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0255'9.1 KILOMETERS (5.65 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0255'OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.25 KILOMETER
 RY0255'(0.15 MILE) SOUTH OF HIGHWAY MILEPOST 2, AT THE SOUTH END OF A WIDE
 RY0255'HIGHWAY PULLOUT, SET IN TOP OF A 1.75 X 2.1 METER (5.7 X 7 FOOT)
 RY0255'GRANITE BOULDER PROJECTING 0.9 METER (3.0 FEET), 43.6 METERS (143
 RY0255'FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.4 METERS (106
 RY0255'FEET) EAST OF THE SOUTHEAST END OF A 24-INCH DIAMETER STEEL PIPE
 RY0255'CULVERT UNDER THE HIGHWAY, 7.9 METERS (26.0 FEET) SOUTHWEST OF A
 RY0255'20-INCH DIAMETER TRIANGULARLY BLAZED SPRUCE TREE, 1.0 METER (3.3
 RY0255'FEET) NORTHEAST OF THE SOUTHWEST EDGE OF THE BOULDER.
 RY0255'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0121 ***********************************************************************
 SU0121  DESIGNATION -  H 374
 SU0121  PID         -  SU0121
 SU0121  STATE/COUNTY-  MT/SANDERS
 SU0121  USGS QUAD   -  SLOAN (1965)
 SU0121
 SU0121                         *CURRENT SURVEY CONTROL
 SU0121  ___________________________________________________________________
 SU0121* NAD 83(1986)-  47 28 14.     (N)    114 19 50.     (W)     SCALED    
 SU0121* NAVD 88     -       840.658  (meters)    2758.06   (feet)  ADJUSTED  
 SU0121  ___________________________________________________________________
 SU0121  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SU0121  DYNAMIC HT  -         840.631 (meters)    2757.97  (feet)  COMP
 SU0121  MODELED GRAV-     980,552.7   (mgal)                       NAVD 88
 SU0121
 SU0121  VERT ORDER  -  SECOND    CLASS 0
 SU0121
 SU0121.The horizontal coordinates were scaled from a topographic map and have
 SU0121.an estimated accuracy of +/- 6 seconds.
 SU0121
 SU0121.The orthometric height was determined by differential leveling
 SU0121.and adjusted by the National Geodetic Survey in June 1991..
 SU0121
 SU0121.The geoid height was determined by GEOID03.
 SU0121
 SU0121.The dynamic height is computed by dividing the NAVD 88
 SU0121.geopotential number by the normal gravity value computed on the
 SU0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0121.degrees latitude (g = 980.6199 gals.).
 SU0121
 SU0121.The modeled gravity was interpolated from observed gravity values.
 SU0121
 SU0121;                    North         East    Units  Estimated Accuracy
 SU0121;SPC MT       -   369,080.      236,290.      MT  (+/- 180 meters Scaled)
 SU0121
 SU0121                          SUPERSEDED SURVEY CONTROL
 SU0121
 SU0121  NGVD 29 (??/??/92)  839.591  (m)         2754.56   (f) ADJ UNCH    2 0
 SU0121
 SU0121.Superseded values are not recommended for survey control.
 SU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0121.See file dsdata.txt to determine how the superseded data were derived.
 SU0121
 SU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN011609(NAD 83)
 SU0121_MARKER: DB = BENCH MARK DISK
 SU0121_SETTING: 80 = SET IN A BOULDER
 SU0121_SP_SET: BOULDER
 SU0121_STAMPING: H 374 1950
 SU0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0121+STABILITY: SURFACE MOTION
 SU0121
 SU0121  HISTORY     - Date     Condition        Report By
 SU0121  HISTORY     - 1950     MONUMENTED       CGS
 SU0121
 SU0121                          STATION DESCRIPTION
 SU0121
 SU0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0121'13.8 MI N FROM DIXON.
 SU0121'13.8 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON, IN
 SU0121'THE TOP OF A LONE 3-FOOT-HIGH BOULDER, 345 FEET SOUTH OF THE SOUTHWEST
 SU0121'CORNER OF A CATTLE GUARD, 61 FEET WEST OF THE CENTER LINE OF THE ROAD,
 SU0121'ABOUT 10 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 SU0121'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0044 ***********************************************************************
 SU0044  DESIGNATION -  H 375
 SU0044  PID         -  SU0044
 SU0044  STATE/COUNTY-  MT/LAKE
 SU0044  USGS QUAD   -  ROUND BUTTE (1965)
 SU0044
 SU0044                         *CURRENT SURVEY CONTROL
 SU0044  ___________________________________________________________________
 SU0044* NAD 83(1986)-  47 36 22.     (N)    114 22 03.     (W)     SCALED    
 SU0044* NAVD 88     -       879.753  (meters)    2886.32   (feet)  ADJUSTED  
 SU0044  ___________________________________________________________________
 SU0044  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU0044  DYNAMIC HT  -         879.724 (meters)    2886.23  (feet)  COMP
 SU0044  MODELED GRAV-     980,550.8   (mgal)                       NAVD 88
 SU0044
 SU0044  VERT ORDER  -  SECOND    CLASS 0
 SU0044
 SU0044.The horizontal coordinates were scaled from a topographic map and have
 SU0044.an estimated accuracy of +/- 6 seconds.
 SU0044
 SU0044.The orthometric height was determined by differential leveling
 SU0044.and adjusted by the National Geodetic Survey in June 1991..
 SU0044
 SU0044.The geoid height was determined by GEOID03.
 SU0044
 SU0044.The dynamic height is computed by dividing the NAVD 88
 SU0044.geopotential number by the normal gravity value computed on the
 SU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0044.degrees latitude (g = 980.6199 gals.).
 SU0044
 SU0044.The modeled gravity was interpolated from observed gravity values.
 SU0044
 SU0044;                    North         East    Units  Estimated Accuracy
 SU0044;SPC MT       -   384,290.      234,440.      MT  (+/- 180 meters Scaled)
 SU0044
 SU0044                          SUPERSEDED SURVEY CONTROL
 SU0044
 SU0044  NGVD 29 (??/??/92)  878.661  (m)         2882.74   (f) ADJ UNCH    2 0
 SU0044
 SU0044.Superseded values are not recommended for survey control.
 SU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0044.See file dsdata.txt to determine how the superseded data were derived.
 SU0044
 SU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN978758(NAD 83)
 SU0044_MARKER: DB = BENCH MARK DISK
 SU0044_SETTING: 80 = SET IN A BOULDER
 SU0044_SP_SET: BOULDER
 SU0044_STAMPING: H 375 1950
 SU0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0044+STABILITY: SURFACE MOTION
 SU0044
 SU0044  HISTORY     - Date     Condition        Report By
 SU0044  HISTORY     - 1950     MONUMENTED       CGS
 SU0044
 SU0044                          STATION DESCRIPTION
 SU0044
 SU0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0044'16.7 MI SW FROM POLSON.
 SU0044'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0044'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 8.0 MILES
 SU0044'SOUTHWEST ALONG A TRACK ROAD, ABOUT 100 YARDS NORTH OF THE APPROXIMATE
 SU0044'CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST, IN THE TOP
 SU0044'OF A BOULDER WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, 93 FEET WEST OF
 SU0044'THE CENTER LINE OF THE ROAD, ABOUT 5 FEET HIGHER THAN THE ROAD, AND
 SU0044'MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0262 ***********************************************************************
 SU0262  DESIGNATION -  H 376
 SU0262  PID         -  SU0262
 SU0262  STATE/COUNTY-  MT/SANDERS
 SU0262  USGS QUAD   -  MARKLE PASS (1964)
 SU0262
 SU0262                         *CURRENT SURVEY CONTROL
 SU0262  ___________________________________________________________________
 SU0262* NAD 83(1986)-  47 36 09.     (N)    114 32 11.     (W)     SCALED    
 SU0262* NAVD 88     -       841.140  (meters)    2759.64   (feet)  ADJUSTED  
 SU0262  ___________________________________________________________________
 SU0262  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SU0262  DYNAMIC HT  -         841.123 (meters)    2759.58  (feet)  COMP
 SU0262  MODELED GRAV-     980,565.3   (mgal)                       NAVD 88
 SU0262
 SU0262  VERT ORDER  -  SECOND    CLASS 0
 SU0262
 SU0262.The horizontal coordinates were scaled from a topographic map and have
 SU0262.an estimated accuracy of +/- 6 seconds.
 SU0262
 SU0262.The orthometric height was determined by differential leveling
 SU0262.and adjusted by the National Geodetic Survey in June 1991..
 SU0262
 SU0262.The geoid height was determined by GEOID03.
 SU0262
 SU0262.The dynamic height is computed by dividing the NAVD 88
 SU0262.geopotential number by the normal gravity value computed on the
 SU0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0262.degrees latitude (g = 980.6199 gals.).
 SU0262
 SU0262.The modeled gravity was interpolated from observed gravity values.
 SU0262
 SU0262;                    North         East    Units  Estimated Accuracy
 SU0262;SPC MT       -   384,690.      221,750.      MT  (+/- 180 meters Scaled)
 SU0262
 SU0262                          SUPERSEDED SURVEY CONTROL
 SU0262
 SU0262  NGVD 29 (??/??/92)  840.042  (m)         2756.04   (f) ADJ UNCH    2 0
 SU0262
 SU0262.Superseded values are not recommended for survey control.
 SU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0262.See file dsdata.txt to determine how the superseded data were derived.
 SU0262
 SU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN851750(NAD 83)
 SU0262_MARKER: DB = BENCH MARK DISK
 SU0262_SETTING: 66 = SET IN ROCK OUTCROP
 SU0262_SP_SET: OUTCROP
 SU0262_STAMPING: H 376 1950
 SU0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0262+STABILITY: POSITION/ELEVATION WELL
 SU0262
 SU0262  HISTORY     - Date     Condition        Report By
 SU0262  HISTORY     - 1950     MONUMENTED       CGS
 SU0262
 SU0262                          STATION DESCRIPTION
 SU0262
 SU0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0262'7.0 MI SE FROM CAMAS.
 SU0262'7.0 MILES SOUTHEAST ALONG THE ROAD LEADING TO RONAN FROM THE POST
 SU0262'OFFICE AT CAMAS, 0.2 MILE SOUTHEAST OF THE JUNCTION OF A PRIVATE ROAD
 SU0262'LEADING SOUTHWEST TO A FARMHOUSE, ABOUT 100 YARDS NORTHWEST OF THE T
 SU0262'JUNCTION OF A TRACK ROAD LEADING NORTHEAST, IN THE TOP OF AN OUTCROP,
 SU0262'108 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 99 FEET NORTH OF A
 SU0262'POWER LINE POLE, 79.9 FEET NORTHEAST OF A FENCE, ABOUT 15 FEET HIGHER
 SU0262'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0625 ***********************************************************************
 SU0625  DESIGNATION -  H 377
 SU0625  PID         -  SU0625
 SU0625  STATE/COUNTY-  MT/SANDERS
 SU0625  USGS QUAD   -  THOMPSON PASS (1988)
 SU0625
 SU0625                         *CURRENT SURVEY CONTROL
 SU0625  ___________________________________________________________________
 SU0625* NAD 83(1986)-  47 30 45.     (N)    115 38 49.     (W)     SCALED    
 SU0625* NAVD 88     -      1106.447  (meters)    3630.07   (feet)  ADJUSTED  
 SU0625  ___________________________________________________________________
 SU0625  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 SU0625  DYNAMIC HT  -        1106.347 (meters)    3629.74  (feet)  COMP
 SU0625  MODELED GRAV-     980,483.9   (mgal)                       NAVD 88
 SU0625
 SU0625  VERT ORDER  -  SECOND    CLASS 0
 SU0625
 SU0625.The horizontal coordinates were scaled from a topographic map and have
 SU0625.an estimated accuracy of +/- 6 seconds.
 SU0625
 SU0625.The orthometric height was determined by differential leveling
 SU0625.and adjusted by the National Geodetic Survey in June 1991..
 SU0625
 SU0625.The geoid height was determined by GEOID03.
 SU0625
 SU0625.The dynamic height is computed by dividing the NAVD 88
 SU0625.geopotential number by the normal gravity value computed on the
 SU0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0625.degrees latitude (g = 980.6199 gals.).
 SU0625
 SU0625.The modeled gravity was interpolated from observed gravity values.
 SU0625
 SU0625;                    North         East    Units  Estimated Accuracy
 SU0625;SPC MT       -   380,670.      137,720.      MT  (+/- 180 meters Scaled)
 SU0625
 SU0625                          SUPERSEDED SURVEY CONTROL
 SU0625
 SU0625  NGVD 29 (??/??/92) 1105.238  (m)         3626.10   (f) ADJ UNCH    2 0
 SU0625
 SU0625.Superseded values are not recommended for survey control.
 SU0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0625.See file dsdata.txt to determine how the superseded data were derived.
 SU0625
 SU0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN018630(NAD 83)
 SU0625_MARKER: DB = BENCH MARK DISK
 SU0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0625_STAMPING: H 377 1952
 SU0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0625+STABILITY: SURFACE MOTION
 SU0625
 SU0625  HISTORY     - Date     Condition        Report By
 SU0625  HISTORY     - 1952     MONUMENTED       CGS
 SU0625  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0625
 SU0625                          STATION DESCRIPTION
 SU0625
 SU0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0625'9.6 MI E FROM BURKE, IDAHO.
 SU0625'9.6 MILES EAST ALONG STATE HIGHWAY 4 FROM THE UNION PACIFIC RAILROAD
 SU0625'STATION AT BURKE, AT THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST,
 SU0625'0.1 MILE WEST OF A WOODEN BRIDGE OVER A CREEK, 0.05 MILE WEST OF A
 SU0625'POINT WHERE THE ROAD PASSES BETWEEN TWO POWER LINE POLES, 72 YARDS
 SU0625'EAST OF A SIGN SUMMIT CREEK, 23 FEET SOUTHEAST OF THE CENTER LINE OF
 SU0625'THE HIGHWAY, 14 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 2.1
 SU0625'FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SU0625'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SU0625
 SU0625                          STATION RECOVERY (1982)
 SU0625
 SU0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0381 ***********************************************************************
 SU0381  DESIGNATION -  H 378
 SU0381  PID         -  SU0381
 SU0381  STATE/COUNTY-  MT/SANDERS
 SU0381  USGS QUAD   -  SEVEN POINT MOUNTAIN (1966)
 SU0381
 SU0381                         *CURRENT SURVEY CONTROL
 SU0381  ___________________________________________________________________
 SU0381* NAD 83(1986)-  47 51 48.     (N)    115 26 41.     (W)     SCALED    
 SU0381* NAVD 88     -       843.156  (meters)    2766.25   (feet)  ADJUSTED  
 SU0381  ___________________________________________________________________
 SU0381  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 SU0381  DYNAMIC HT  -         843.137 (meters)    2766.19  (feet)  COMP
 SU0381  MODELED GRAV-     980,561.2   (mgal)                       NAVD 88
 SU0381
 SU0381  VERT ORDER  -  SECOND    CLASS 0
 SU0381
 SU0381.The horizontal coordinates were scaled from a topographic map and have
 SU0381.an estimated accuracy of +/- 6 seconds.
 SU0381
 SU0381.The orthometric height was determined by differential leveling
 SU0381.and adjusted by the National Geodetic Survey in June 1991..
 SU0381
 SU0381.The geoid height was determined by GEOID03.
 SU0381
 SU0381.The dynamic height is computed by dividing the NAVD 88
 SU0381.geopotential number by the normal gravity value computed on the
 SU0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0381.degrees latitude (g = 980.6199 gals.).
 SU0381
 SU0381.The modeled gravity was interpolated from observed gravity values.
 SU0381
 SU0381;                    North         East    Units  Estimated Accuracy
 SU0381;SPC MT       -   418,370.      155,850.      MT  (+/- 180 meters Scaled)
 SU0381
 SU0381                          SUPERSEDED SURVEY CONTROL
 SU0381
 SU0381  NGVD 29 (??/??/92)  841.949  (m)         2762.29   (f) ADJ UNCH    2 0
 SU0381
 SU0381.Superseded values are not recommended for survey control.
 SU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0381.See file dsdata.txt to determine how the superseded data were derived.
 SU0381
 SU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP163022(NAD 83)
 SU0381_MARKER: DB = BENCH MARK DISK
 SU0381_SETTING: 66 = SET IN ROCK OUTCROP
 SU0381_SP_SET: OUTCROP
 SU0381_STAMPING: H 378 1952
 SU0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0381+STABILITY: POSITION/ELEVATION WELL
 SU0381
 SU0381  HISTORY     - Date     Condition        Report By
 SU0381  HISTORY     - 1952     MONUMENTED       CGS
 SU0381
 SU0381                          STATION DESCRIPTION
 SU0381
 SU0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0381'10.6 MI NE FROM TROUT CREEK.
 SU0381'0.4 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC
 SU0381'RAILWAY STATION AT TROUT CREEK, THENCE 0.7 MILE NORTHWEST ALONG U. S.
 SU0381'HIGHWAY 10A, THENCE 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 SU0381'6.2 MILES NORTHEAST ALONG THE VERMILLION RIVER ROAD, AT THE JUNCTION
 SU0381'OF THE LYON HILL ROAD, IN THE TOP OF THE APPROXIMATE CENTER OF A 5- X
 SU0381'10-FOOT GREY OUTCROP ON THE NORTH EDGE OF THE VERMILLION RIVER, 0.1
 SU0381'MILE EAST OF A WOODEN BRIDGE OVER A LARGE CREEK, 72 FEET SOUTHWEST OF
 SU0381'THE CENTER OF THE JUNCTION, 68 FEET SOUTH OF THE CENTER LINE OF THE
 SU0381'ROAD, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0352 ***********************************************************************
 TN0352  DESIGNATION -  H 379
 TN0352  PID         -  TN0352
 TN0352  STATE/COUNTY-  MT/LINCOLN
 TN0352  USGS QUAD   -  LIBBY (1983)
 TN0352
 TN0352                         *CURRENT SURVEY CONTROL
 TN0352  ___________________________________________________________________
 TN0352* NAD 83(1986)-  48 22 34.     (N)    115 32 47.     (W)     SCALED    
 TN0352* NAVD 88     -       644.351  (meters)    2114.01   (feet)  ADJUSTED  
 TN0352  ___________________________________________________________________
 TN0352  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 TN0352  DYNAMIC HT  -         644.386 (meters)    2114.12  (feet)  COMP
 TN0352  MODELED GRAV-     980,645.8   (mgal)                       NAVD 88
 TN0352
 TN0352  VERT ORDER  -  SECOND    CLASS 0
 TN0352
 TN0352.The horizontal coordinates were scaled from a topographic map and have
 TN0352.an estimated accuracy of +/- 6 seconds.
 TN0352
 TN0352.The orthometric height was determined by differential leveling
 TN0352.and adjusted by the National Geodetic Survey in June 1991..
 TN0352
 TN0352.The geoid height was determined by GEOID03.
 TN0352
 TN0352.The dynamic height is computed by dividing the NAVD 88
 TN0352.geopotential number by the normal gravity value computed on the
 TN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0352.degrees latitude (g = 980.6199 gals.).
 TN0352
 TN0352.The modeled gravity was interpolated from observed gravity values.
 TN0352
 TN0352;                    North         East    Units  Estimated Accuracy
 TN0352;SPC MT       -   475,780.      152,670.      MT  (+/- 180 meters Scaled)
 TN0352
 TN0352                          SUPERSEDED SURVEY CONTROL
 TN0352
 TN0352  NGVD 29 (??/??/92)  643.175  (m)         2110.15   (f) ADJ UNCH    2 0
 TN0352
 TN0352.Superseded values are not recommended for survey control.
 TN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0352.See file dsdata.txt to determine how the superseded data were derived.
 TN0352
 TN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP076591(NAD 83)
 TN0352_MARKER: DB = BENCH MARK DISK
 TN0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0352_STAMPING: H 379 1952
 TN0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0352+STABILITY: SURFACE MOTION
 TN0352
 TN0352  HISTORY     - Date     Condition        Report By
 TN0352  HISTORY     - 1952     MONUMENTED       CGS
 TN0352  HISTORY     - 1980     MARK NOT FOUND   NGS
 TN0352
 TN0352                          STATION DESCRIPTION
 TN0352
 TN0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0352'1.5 MI SE FROM LIBBY.
 TN0352'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0352'STATION AT LIBBY, THENCE 1.0 MILE SOUTHEAST ALONG U. S. HIGHWAY 2, AT
 TN0352'THE T JUNCTION OF A ROAD LEADING NORTHEAST TO A MILL YARD, 50 FEET
 TN0352'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 47 FEET NORTHEAST OF THE
 TN0352'CENTER LINE OF THE HIGHWAY, 7.3 FEET SOUTHWEST OF THE FENCE AROUND THE
 TN0352'MILL YARD, 2 FEET NORTHWEST OF A TELEPHONE POLE, 1.6 FEET SOUTHEAST OF
 TN0352'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 TN0352'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TN0352
 TN0352                          STATION RECOVERY (1980)
 TN0352
 TN0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0352'BENCHMARK SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 TN0352'NOTE-HIGHWAY 2 HAS BEEN WIDENED AND THE MEASUREMENTS PLACE THIS
 TN0352'MARK ON A GRADED SLOPE, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0368 ***********************************************************************
 SQ0368  DESIGNATION -  H 38
 SQ0368  PID         -  SQ0368
 SQ0368  STATE/COUNTY-  MT/GARFIELD
 SQ0368  USGS QUAD   -  PINE GROVE SCHOOL (1987)
 SQ0368
 SQ0368                         *CURRENT SURVEY CONTROL
 SQ0368  ___________________________________________________________________
 SQ0368* NAD 83(1986)-  47 31 15.     (N)    107 35 34.     (W)     SCALED    
 SQ0368* NAVD 88     -       906.078  (meters)    2972.69   (feet)  ADJUSTED  
 SQ0368  ___________________________________________________________________
 SQ0368  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 SQ0368  DYNAMIC HT  -         906.078 (meters)    2972.69  (feet)  COMP
 SQ0368  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 SQ0368
 SQ0368  VERT ORDER  -  FIRST     CLASS II
 SQ0368
 SQ0368.The horizontal coordinates were scaled from a topographic map and have
 SQ0368.an estimated accuracy of +/- 6 seconds.
 SQ0368
 SQ0368.The orthometric height was determined by differential leveling
 SQ0368.and adjusted by the National Geodetic Survey in June 1991..
 SQ0368
 SQ0368.The geoid height was determined by GEOID03.
 SQ0368
 SQ0368.The dynamic height is computed by dividing the NAVD 88
 SQ0368.geopotential number by the normal gravity value computed on the
 SQ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0368.degrees latitude (g = 980.6199 gals.).
 SQ0368
 SQ0368.The modeled gravity was interpolated from observed gravity values.
 SQ0368
 SQ0368;                    North         East    Units  Estimated Accuracy
 SQ0368;SPC MT       -   365,200.      743,540.      MT  (+/- 180 meters Scaled)
 SQ0368
 SQ0368                          SUPERSEDED SURVEY CONTROL
 SQ0368
 SQ0368  NGVD 29 (??/??/92)  905.337  (m)         2970.26   (f) ADJ UNCH    1 2
 SQ0368
 SQ0368.Superseded values are not recommended for survey control.
 SQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0368.See file dsdata.txt to determine how the superseded data were derived.
 SQ0368
 SQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN048663(NAD 83)
 SQ0368_MARKER: DB = BENCH MARK DISK
 SQ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0368_STAMPING: 2970.260 H 38 1931
 SQ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0368+STABILITY: SURFACE MOTION
 SQ0368
 SQ0368  HISTORY     - Date     Condition        Report By
 SQ0368  HISTORY     - 1931     MONUMENTED       CGS
 SQ0368  HISTORY     - 1965     GOOD             USGS
 SQ0368
 SQ0368                          STATION DESCRIPTION
 SQ0368
 SQ0368'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0368'20.4 MI NW FROM BRUSETT.
 SQ0368'ABOUT 21 MILES NORTHWEST ALONG A COUNTY ROAD FROM BRUSETT, GARFIELD
 SQ0368'COUNTY, AT THE OLD LOOKE RANCH, ABOUT 63 FT SOUTH OF THE OLD ROAD AND
 SQ0368'58 FT EAST OF AN OLD SHED, IN THE SOUTHWEST CORNER OF SECTION 1 T 20
 SQ0368'N. R 32 E.  A STANDARD DISK STAMPED 2970.260 H 38 1931 AND SET IN THE
 SQ0368'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF5166 ***********************************************************************
 DF5166  DESIGNATION -  H 380 RESET
 DF5166  PID         -  DF5166
 DF5166  STATE/COUNTY-  MT/LINCOLN
 DF5166  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 DF5166
 DF5166                         *CURRENT SURVEY CONTROL
 DF5166  ___________________________________________________________________
 DF5166* NAD 83(1986)-  48 01 51.     (N)    115 19 38.     (W)     SCALED    
 DF5166* NAVD 88     -       913.92   (meters)    2998.4    (feet)  RESET     
 DF5166  ___________________________________________________________________
 DF5166  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 DF5166
 DF5166  VERT ORDER  -  THIRD
 DF5166
 DF5166.The horizontal coordinates were scaled from a topographic map and have
 DF5166.an estimated accuracy of +/- 6 seconds.
 DF5166
 DF5166.The orthometric height was computed from unverified reset data.
 DF5166.No vertical observational check was made to the station.
 DF5166
 DF5166.The geoid height was determined by GEOID03.
 DF5166
 DF5166;                    North         East    Units  Estimated Accuracy
 DF5166;SPC MT       -   436,270.      166,000.      MT  (+/- 180 meters Scaled)
 DF5166
 DF5166                          SUPERSEDED SURVEY CONTROL
 DF5166
 DF5166.No superseded survey control is available for this station.
 DF5166
 DF5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP247210(NAD 83)
 DF5166_MARKER: F = FLANGE-ENCASED ROD
 DF5166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5166_STAMPING: H 380 RESET 2002
 DF5166_MARK LOGO: NGS   
 DF5166_PROJECTION: FLUSH
 DF5166_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5166_ROD/PIPE-DEPTH: 12.8 meters
 DF5166
 DF5166  HISTORY     - Date     Condition        Report By
 DF5166  HISTORY     - 2002     MONUMENTED       MTDOT
 DF5166
 DF5166                          STATION DESCRIPTION
 DF5166
 DF5166'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DB)
 DF5166'THE MARK IS 58.4 MILES (94.0 KM) (93.99 KM ) WEST FROM KALISPELL,
 DF5166'DRIVE 58.4 MILES (94.0 KM) WEST ALONG U.S.  HIGHWAY 2 FROM THE
 DF5166'JUNCTION OF U.S.  HIGHWAY 93 AND U.S.  HIGHWAY 2 IN KALISPELL.  THE
 DF5166'MARK IS AT MILEPOST 61.86, 12.8 M (42.0 FT) NORTHEAST OF THE
 DF5166'CENTERLINE OF TURNOFF TO THE NORTH.  THE MARK IS 5.4 M (17.7 FT)
 DF5166'NORTHEAST OF A CMP CULVERT END, ADN 20.1 M (65.9 FT) NORTHWEST OF
 DF5166'HIGHWAY CENTERLINE.  THE MARK IS 4 METERS (13.1 FT) SOUTH OF A FENCE
 DF5166'AND 3 M (9.8 FT) SOUTH (AZ 160) OF A FIBERGLASS WITNESS POST.  MARK IS
 DF5166'1.7 M (5.6 FT) BELOW HIGHWAY CENTERLINE REFUSAL WAS REACHED AT 42 FT
 DF5166'(12.8 M). ACCESS TO ROAD IS IN AN ALUMINUM ACCESS COVER SET IN
 DF5166'CONCRETE.  STAINLESS STEEL ROD W/O SLEEVE ROD DRIVEN 42.0 FT (12.8 M)
 DF5166'TO REFUSAL, ROD IS WITHIN 4 PVC TUBE WITH ALUMINUM ACCESS COVER, 58.4
 DF5166'MILES (94.0 KM) WEST JUNCTION OF U.S. HIGHWAY 93 AND U.S.  HIGHWAY 2,
 DF5166'12.8 M (42.0 FT) NORTHEAST CENTERLINE OF TURNOFF TO NORTH, 5.4 M (17.7
 DF5166'FT) NORTHEAST CORREGATED METAL PIPE CULVERT END, 20.1 M (65.9 FT)
 DF5166'NORTHEAST CENTERLINE OF HIGHWAY 2, 4 M (13.1 FT) SOUTH R/W FENCE, 3 M
 DF5166'(9.8 FT) SOUTH FIBERGLASS WITNESS POST AND 1.7 M (5.6 FT) DOWN (BELOW)
 DF5166'CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0167 ***********************************************************************
 TN0167  DESIGNATION -  H 381
 TN0167  PID         -  TN0167
 TN0167  STATE/COUNTY-  MT/FLATHEAD
 TN0167  USGS QUAD   -  MARION (1994)
 TN0167
 TN0167                         *CURRENT SURVEY CONTROL
 TN0167  ___________________________________________________________________
 TN0167* NAD 83(1986)-  48 06 22.     (N)    114 37 44.     (W)     SCALED    
 TN0167* NAVD 88     -      1144.348  (meters)    3754.42   (feet)  ADJUSTED  
 TN0167  ___________________________________________________________________
 TN0167  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TN0167  DYNAMIC HT  -        1144.307 (meters)    3754.28  (feet)  COMP
 TN0167  MODELED GRAV-     980,535.8   (mgal)                       NAVD 88
 TN0167
 TN0167  VERT ORDER  -  SECOND    CLASS 0
 TN0167
 TN0167.The horizontal coordinates were scaled from a topographic map and have
 TN0167.an estimated accuracy of +/- 6 seconds.
 TN0167
 TN0167.The orthometric height was determined by differential leveling
 TN0167.and adjusted by the National Geodetic Survey in June 1991..
 TN0167
 TN0167.The geoid height was determined by GEOID03.
 TN0167
 TN0167.The dynamic height is computed by dividing the NAVD 88
 TN0167.geopotential number by the normal gravity value computed on the
 TN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0167.degrees latitude (g = 980.6199 gals.).
 TN0167
 TN0167.The modeled gravity was interpolated from observed gravity values.
 TN0167
 TN0167;                    North         East    Units  Estimated Accuracy
 TN0167;SPC MT       -   440,990.      218,480.      MT  (+/- 180 meters Scaled)
 TN0167
 TN0167                          SUPERSEDED SURVEY CONTROL
 TN0167
 TN0167  NGVD 29 (??/??/92) 1143.183  (m)         3750.59   (f) ADJ UNCH    2 0
 TN0167
 TN0167.Superseded values are not recommended for survey control.
 TN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0167.See file dsdata.txt to determine how the superseded data were derived.
 TN0167
 TN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP765308(NAD 83)
 TN0167_MARKER: DB = BENCH MARK DISK
 TN0167_SETTING: 80 = SET IN A BOULDER
 TN0167_SP_SET: BOULDER
 TN0167_STAMPING: H 381 1952
 TN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0167+STABILITY: SURFACE MOTION
 TN0167
 TN0167  HISTORY     - Date     Condition        Report By
 TN0167  HISTORY     - 1952     MONUMENTED       CGS
 TN0167
 TN0167                          STATION DESCRIPTION
 TN0167
 TN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0167'1.8 MI E FROM MARION.
 TN0167'0.8 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 TN0167'MARION, THENCE 1.0 MILE NORTHEAST ALONG U. S. HIGHWAY 2, ON THE
 TN0167'SOUTHEAST BANK OF A CUT, IN THE TOP OF A 4- X 7-FOOT GREY BOULDER
 TN0167'PROJECTING 2 FEET ABOVE THE GROUND, 1.7 FEET EAST OF THE WEST END, 0.7
 TN0167'FOOT NORTH OF THE SOUTH EDGE, 68 1/2 FEET SOUTH SOUTHWEST OF A POWER
 TN0167'LINE POLE, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 TN0167'ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0303 ***********************************************************************
 SU0303  DESIGNATION -  H 382
 SU0303  PID         -  SU0303
 SU0303  STATE/COUNTY-  MT/FLATHEAD
 SU0303  USGS QUAD   -  HUBBART RESERVOIR (1994)
 SU0303
 SU0303                         *CURRENT SURVEY CONTROL
 SU0303  ___________________________________________________________________
 SU0303* NAD 83(1986)-  47 54 37.     (N)    114 40 29.     (W)     SCALED    
 SU0303* NAVD 88     -      1014.869  (meters)    3329.62   (feet)  ADJUSTED  
 SU0303  ___________________________________________________________________
 SU0303  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SU0303  DYNAMIC HT  -        1014.833 (meters)    3329.50  (feet)  COMP
 SU0303  MODELED GRAV-     980,542.1   (mgal)                       NAVD 88
 SU0303
 SU0303  VERT ORDER  -  SECOND    CLASS 0
 SU0303
 SU0303.The horizontal coordinates were scaled from a topographic map and have
 SU0303.an estimated accuracy of +/- 6 seconds.
 SU0303
 SU0303.The orthometric height was determined by differential leveling
 SU0303.and adjusted by the National Geodetic Survey in June 1991..
 SU0303
 SU0303.The geoid height was determined by GEOID03.
 SU0303
 SU0303.The dynamic height is computed by dividing the NAVD 88
 SU0303.geopotential number by the normal gravity value computed on the
 SU0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0303.degrees latitude (g = 980.6199 gals.).
 SU0303
 SU0303.The modeled gravity was interpolated from observed gravity values.
 SU0303
 SU0303;                    North         East    Units  Estimated Accuracy
 SU0303;SPC MT       -   419,490.      213,630.      MT  (+/- 180 meters Scaled)
 SU0303
 SU0303                          SUPERSEDED SURVEY CONTROL
 SU0303
 SU0303  NGVD 29 (??/??/92) 1013.733  (m)         3325.89   (f) ADJ UNCH    2 0
 SU0303
 SU0303.Superseded values are not recommended for survey control.
 SU0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0303.See file dsdata.txt to determine how the superseded data were derived.
 SU0303
 SU0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP737089(NAD 83)
 SU0303_MARKER: DB = BENCH MARK DISK
 SU0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0303_SP_SET: CULVERT
 SU0303_STAMPING: H 382 1952
 SU0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0303
 SU0303  HISTORY     - Date     Condition        Report By
 SU0303  HISTORY     - 1952     MONUMENTED       CGS
 SU0303
 SU0303                          STATION DESCRIPTION
 SU0303
 SU0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0303'10.2 MI NW FROM NIARADA.
 SU0303'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0303'THENCE 10.1 MILES NORTHWEST ALONG A COUNTY ROAD, 0.2 MILE SOUTHEAST OF
 SU0303'A ROAD LEADING TO A GROUP OF BUILDINGS, 0.05 MILE SOUTHEAST OF A
 SU0303'48-INCH CORRUGATED METAL PIPE CULVERT, 16.7 FEET SOUTHWEST OF A FENCE,
 SU0303'11 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET
 SU0303'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0302 ***********************************************************************
 SU0302  DESIGNATION -  H 383
 SU0302  PID         -  SU0302
 SU0302  STATE/COUNTY-  MT/FLATHEAD
 SU0302  USGS QUAD   -  HUBBART RESERVOIR (1994)
 SU0302
 SU0302                         *CURRENT SURVEY CONTROL
 SU0302  ___________________________________________________________________
 SU0302* NAD 83(1986)-  47 54 01.     (N)    114 40 24.     (W)     SCALED    
 SU0302* NAVD 88     -       959.850  (meters)    3149.11   (feet)  ADJUSTED  
 SU0302  ___________________________________________________________________
 SU0302  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SU0302  DYNAMIC HT  -         959.820 (meters)    3149.01  (feet)  COMP
 SU0302  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 SU0302
 SU0302  VERT ORDER  -  SECOND    CLASS 0
 SU0302
 SU0302.The horizontal coordinates were scaled from a topographic map and have
 SU0302.an estimated accuracy of +/- 6 seconds.
 SU0302
 SU0302.The orthometric height was determined by differential leveling
 SU0302.and adjusted by the National Geodetic Survey in June 1991..
 SU0302
 SU0302.The geoid height was determined by GEOID03.
 SU0302
 SU0302.The dynamic height is computed by dividing the NAVD 88
 SU0302.geopotential number by the normal gravity value computed on the
 SU0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0302.degrees latitude (g = 980.6199 gals.).
 SU0302
 SU0302.The modeled gravity was interpolated from observed gravity values.
 SU0302
 SU0302;                    North         East    Units  Estimated Accuracy
 SU0302;SPC MT       -   418,380.      213,660.      MT  (+/- 180 meters Scaled)
 SU0302
 SU0302                          SUPERSEDED SURVEY CONTROL
 SU0302
 SU0302  NGVD 29 (??/??/92)  958.718  (m)         3145.39   (f) ADJ UNCH    2 0
 SU0302
 SU0302.Superseded values are not recommended for survey control.
 SU0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0302.See file dsdata.txt to determine how the superseded data were derived.
 SU0302
 SU0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP738078(NAD 83)
 SU0302_MARKER: DB = BENCH MARK DISK
 SU0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0302_STAMPING: H 383 1952
 SU0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0302+STABILITY: SURFACE MOTION
 SU0302
 SU0302  HISTORY     - Date     Condition        Report By
 SU0302  HISTORY     - 1952     MONUMENTED       CGS
 SU0302
 SU0302                          STATION DESCRIPTION
 SU0302
 SU0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0302'9.5 MI NW FROM NIARADA.
 SU0302'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0302'THENCE 9.4 MILES NORTHWEST ALONG A COUNTY ROAD, ABOUT 67 YARDS SOUTH
 SU0302'OF THE CENTER OF THE Y JUNCTION OF A ROAD LEADING EAST, 137 FEET WEST
 SU0302'OF THE ENTRANCE TO A FRAME BUILDING, 24 FEET EAST OF THE CENTER LINE
 SU0302'OF THE ROAD, 2.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER
 SU0302'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SU0302'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0367 ***********************************************************************
 TN0367  DESIGNATION -  H 388
 TN0367  PID         -  TN0367
 TN0367  STATE/COUNTY-  MT/SANDERS
 TN0367  USGS QUAD   -  HERON (1983)
 TN0367
 TN0367                         *CURRENT SURVEY CONTROL
 TN0367  ___________________________________________________________________
 TN0367* NAD 83(1986)-  48 02 30.     (N)    115 53 10.     (W)     SCALED    
 TN0367* NAVD 88     -       666.242  (meters)    2185.83   (feet)  ADJUSTED  
 TN0367  ___________________________________________________________________
 TN0367  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TN0367  DYNAMIC HT  -         666.259 (meters)    2185.88  (feet)  COMP
 TN0367  MODELED GRAV-     980,616.8   (mgal)                       NAVD 88
 TN0367
 TN0367  VERT ORDER  -  FIRST     CLASS II
 TN0367
 TN0367.The horizontal coordinates were scaled from a topographic map and have
 TN0367.an estimated accuracy of +/- 6 seconds.
 TN0367
 TN0367.The orthometric height was determined by differential leveling
 TN0367.and adjusted by the National Geodetic Survey in June 1991..
 TN0367
 TN0367.The geoid height was determined by GEOID03.
 TN0367
 TN0367.The dynamic height is computed by dividing the NAVD 88
 TN0367.geopotential number by the normal gravity value computed on the
 TN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0367.degrees latitude (g = 980.6199 gals.).
 TN0367
 TN0367.The modeled gravity was interpolated from observed gravity values.
 TN0367
 TN0367;                    North         East    Units  Estimated Accuracy
 TN0367;SPC MT       -   440,720.      124,560.      MT  (+/- 180 meters Scaled)
 TN0367
 TN0367                          SUPERSEDED SURVEY CONTROL
 TN0367
 TN0367  NGVD 29 (??/??/92)  665.069  (m)         2181.98   (f) ADJ UNCH    1 2
 TN0367
 TN0367.Superseded values are not recommended for survey control.
 TN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0367.See file dsdata.txt to determine how the superseded data were derived.
 TN0367
 TN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP830215(NAD 83)
 TN0367_MARKER: DB = BENCH MARK DISK
 TN0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0367_STAMPING: H 388 1959
 TN0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0367+STABILITY: SURFACE MOTION
 TN0367
 TN0367  HISTORY     - Date     Condition        Report By
 TN0367  HISTORY     - 1959     MONUMENTED       CGS
 TN0367
 TN0367                          STATION DESCRIPTION
 TN0367
 TN0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TN0367'4.1 MI SE FROM HERON.
 TN0367'ABOUT 4.1 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TN0367'STATION AT HERON, 99 1/2 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOST
 TN0367'76, 45.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 211 FEET WEST-NORTHWEST
 TN0367'OF SIGNAL 76, 30 FEET WEST OF A TELEGRAPH POLE, 1.2 FEET SOUTHWEST OF
 TN0367'A WITNESS POST, 1.2 FEET SOUTHWEST OF A FENCE, ABOUT 3 FEET LOWER THAN
 TN0367'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 TN0367'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0399 ***********************************************************************
 SQ0399  DESIGNATION -  H 39
 SQ0399  PID         -  SQ0399
 SQ0399  STATE/COUNTY-  MT/PHILLIPS
 SQ0399  USGS QUAD   -  EMOND RANCH (1987)
 SQ0399
 SQ0399                         *CURRENT SURVEY CONTROL
 SQ0399  ___________________________________________________________________
 SQ0399* NAD 83(1986)-  47 59 16.     (N)    107 53 07.     (W)     SCALED    
 SQ0399* NAVD 88     -       768.397  (meters)    2520.98   (feet)  ADJUSTED  
 SQ0399  ___________________________________________________________________
 SQ0399  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SQ0399  DYNAMIC HT  -         768.444 (meters)    2521.14  (feet)  COMP
 SQ0399  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 SQ0399
 SQ0399  VERT ORDER  -  FIRST     CLASS II
 SQ0399
 SQ0399.The horizontal coordinates were scaled from a topographic map and have
 SQ0399.an estimated accuracy of +/- 6 seconds.
 SQ0399
 SQ0399.The orthometric height was determined by differential leveling
 SQ0399.and adjusted by the National Geodetic Survey in June 1991..
 SQ0399
 SQ0399.The geoid height was determined by GEOID03.
 SQ0399
 SQ0399.The dynamic height is computed by dividing the NAVD 88
 SQ0399.geopotential number by the normal gravity value computed on the
 SQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0399.degrees latitude (g = 980.6199 gals.).
 SQ0399
 SQ0399.The modeled gravity was interpolated from observed gravity values.
 SQ0399
 SQ0399;                    North         East    Units  Estimated Accuracy
 SQ0399;SPC MT       -   416,580.      720,460.      MT  (+/- 180 meters Scaled)
 SQ0399
 SQ0399                          SUPERSEDED SURVEY CONTROL
 SQ0399
 SQ0399  NGVD 29 (??/??/92)  767.648  (m)         2518.53   (f) ADJ UNCH    1 2
 SQ0399
 SQ0399.Superseded values are not recommended for survey control.
 SQ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0399.See file dsdata.txt to determine how the superseded data were derived.
 SQ0399
 SQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP847189(NAD 83)
 SQ0399_MARKER: DB = BENCH MARK DISK
 SQ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0399_STAMPING: H 39 1931
 SQ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0399+STABILITY: SURFACE MOTION
 SQ0399
 SQ0399  HISTORY     - Date     Condition        Report By
 SQ0399  HISTORY     - 1931     MONUMENTED       CGS
 SQ0399
 SQ0399                          STATION DESCRIPTION
 SQ0399
 SQ0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0399'8.1 MI N FROM FIRST CREEK.
 SQ0399'ABOUT 8.1 MILES NORTH ALONG THE FIRST CREEK-MALTA ROAD FROM THE SOUTH
 SQ0399'FIRST CREEK SCHOOL AT FIRST CREEK, PHILLIPS COUNTY, ABOUT 2.8 MILES
 SQ0399'SOUTH OF THE BRIDGE OVER BEAVER CREEK, ABOUT 200 YARDS WEST OF THE
 SQ0399'SUMMIT OF THE HIGHEST HILL IN THIS VICINITY, ABOUT 150 FEET NORTH OF A
 SQ0399'COULEE, AND ABOUT 40 FEET SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED
 SQ0399'H 39 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0315 ***********************************************************************
 RU0315  DESIGNATION -  H 393
 RU0315  PID         -  RU0315
 RU0315  STATE/COUNTY-  MT/TREASURE
 RU0315  USGS QUAD   -  MYERS (1980)
 RU0315
 RU0315                         *CURRENT SURVEY CONTROL
 RU0315  ___________________________________________________________________
 RU0315* NAD 83(1986)-  46 15 22.     (N)    107 19 08.     (W)     SCALED    
 RU0315* NAVD 88     -       812.979  (meters)    2667.25   (feet)  ADJUSTED  
 RU0315  ___________________________________________________________________
 RU0315  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 RU0315  DYNAMIC HT  -         812.882 (meters)    2666.93  (feet)  COMP
 RU0315  MODELED GRAV-     980,469.0   (mgal)                       NAVD 88
 RU0315
 RU0315  VERT ORDER  -  FIRST     CLASS II
 RU0315
 RU0315.The horizontal coordinates were scaled from a topographic map and have
 RU0315.an estimated accuracy of +/- 6 seconds.
 RU0315
 RU0315.The orthometric height was determined by differential leveling
 RU0315.and adjusted by the National Geodetic Survey in June 1991..
 RU0315
 RU0315.The geoid height was determined by GEOID03.
 RU0315
 RU0315.The dynamic height is computed by dividing the NAVD 88
 RU0315.geopotential number by the normal gravity value computed on the
 RU0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0315.degrees latitude (g = 980.6199 gals.).
 RU0315
 RU0315.The modeled gravity was interpolated from observed gravity values.
 RU0315
 RU0315;                    North         East    Units  Estimated Accuracy
 RU0315;SPC MT       -   225,270.      768,070.      MT  (+/- 180 meters Scaled)
 RU0315
 RU0315                          SUPERSEDED SURVEY CONTROL
 RU0315
 RU0315  NGVD 29 (??/??/92)  812.328  (m)         2665.11   (f) ADJ UNCH    1 2
 RU0315
 RU0315.Superseded values are not recommended for survey control.
 RU0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0315.See file dsdata.txt to determine how the superseded data were derived.
 RU0315
 RU0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM212251(NAD 83)
 RU0315_MARKER: DB = BENCH MARK DISK
 RU0315_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0315_SP_SET: 40 FEET
 RU0315_STAMPING: H 393 1958
 RU0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0315
 RU0315  HISTORY     - Date     Condition        Report By
 RU0315  HISTORY     - 1958     MONUMENTED       CGS
 RU0315  HISTORY     - 1960     GOOD             NGS
 RU0315
 RU0315                          STATION DESCRIPTION
 RU0315
 RU0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0315'4.6 MI SW FROM HYSHAM.
 RU0315'ABOUT 4.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0315'STATION AT HYSHAM, NEAR SECTION LINES 22 AND 23, T 6 N, R 35 E, 39
 RU0315'FEET SOUTHWEST OF THE 8TH POLE NORTHEAST OF MILEPOST 156, 68 FEET
 RU0315'SOUTHEAST OF THE SOUTHEAST RAIL, 59 FEET NORTHWEST OF THE CENTER LINE
 RU0315'OF A GRADED DIRT ROAD, 1 1/2 FEET NORTHWEST OF A METAL WITNESS POST,
 RU0315'ABOUT 8 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A
 RU0315'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 40 FEET AND
 RU0315'IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0359 ***********************************************************************
 RU0359  DESIGNATION -  H 394
 RU0359  PID         -  RU0359
 RU0359  STATE/COUNTY-  MT/YELLOWSTONE
 RU0359  USGS QUAD   -  MISSION CREEK (1980)
 RU0359
 RU0359                         *CURRENT SURVEY CONTROL
 RU0359  ___________________________________________________________________
 RU0359* NAD 83(1986)-  46 06 31.     (N)    107 36 44.     (W)     SCALED    
 RU0359* NAVD 88     -       839.659  (meters)    2754.78   (feet)  ADJUSTED  
 RU0359  ___________________________________________________________________
 RU0359  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RU0359  DYNAMIC HT  -         839.540 (meters)    2754.39  (feet)  COMP
 RU0359  MODELED GRAV-     980,445.4   (mgal)                       NAVD 88
 RU0359
 RU0359  VERT ORDER  -  FIRST     CLASS II
 RU0359
 RU0359.The horizontal coordinates were scaled from a topographic map and have
 RU0359.an estimated accuracy of +/- 6 seconds.
 RU0359
 RU0359.The orthometric height was determined by differential leveling
 RU0359.and adjusted by the National Geodetic Survey in June 1991..
 RU0359
 RU0359.The geoid height was determined by GEOID03.
 RU0359
 RU0359.The dynamic height is computed by dividing the NAVD 88
 RU0359.geopotential number by the normal gravity value computed on the
 RU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0359.degrees latitude (g = 980.6199 gals.).
 RU0359
 RU0359.The modeled gravity was interpolated from observed gravity values.
 RU0359
 RU0359;                    North         East    Units  Estimated Accuracy
 RU0359;SPC MT       -   208,300.      745,860.      MT  (+/- 180 meters Scaled)
 RU0359
 RU0359                          SUPERSEDED SURVEY CONTROL
 RU0359
 RU0359  NGVD 29 (??/??/92)  838.998  (m)         2752.61   (f) ADJ UNCH    1 2
 RU0359
 RU0359.Superseded values are not recommended for survey control.
 RU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0359.See file dsdata.txt to determine how the superseded data were derived.
 RU0359
 RU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM981094(NAD 83)
 RU0359_MARKER: DB = BENCH MARK DISK
 RU0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0359_STAMPING: H 394 1958
 RU0359_MARK LOGO: CGS   
 RU0359_PROJECTION: PROJECTING 4 CENTIMETERS
 RU0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0359+STABILITY: SURFACE MOTION
 RU0359
 RU0359  HISTORY     - Date     Condition        Report By
 RU0359  HISTORY     - 1958     MONUMENTED       CGS
 RU0359  HISTORY     - 1960     GOOD             NGS
 RU0359  HISTORY     - 1981     GOOD             NGS
 RU0359
 RU0359                          STATION DESCRIPTION
 RU0359
 RU0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0359'3.1 MI SW FROM CUSTER.
 RU0359'ABOUT 3.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0359'STATION AT CUSTER, IN SECTION 10, T 4 N, R 33 E, 17 POLES SOUTHWEST OF
 RU0359'MILEPOST 175, 123 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 RU0359'CROSSING, 89 FEET NORTHWEST OF THE NORTHWEST RAIL, 16 1/2 FEET
 RU0359'NORTH-NORTHEAST OF A POWER POLE, 2 FEET SOUTHEAST OF A FENCE, 2 FEET
 RU0359'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 RU0359'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RU0359
 RU0359                          STATION RECOVERY (1981)
 RU0359
 RU0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0359'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0359'5.0 KM (3.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0359'FROM THE RAILROAD STATION IN CUSTER, 0.8 KM (0.5 MI) SOUTHWEST OF MILE
 RU0359'POST 175, 37.5 METERS (123.0 FT) WEST OF THE CENTER OF A PRIVATE ROAD
 RU0359'CROSSING, 27.7 METERS (90.8 FT) WEST-NORTHWEST OF A FENCE CORNER, 27.1
 RU0359'METERS (89.0 FT) NORTHWEST OF THE NEAR RAIL, 24.6 METERS (80.6 FT)
 RU0359'WEST-SOUTHWEST OF THE CENTER OF A WOODEN GATE, AND 18.0 METERS (59.2
 RU0359'FT) NORTHWEST OF A FENCE.
 RU0359'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 RU0359'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0058 ***********************************************************************
 QW0058  DESIGNATION -  H 395
 QW0058  PID         -  QW0058
 QW0058  STATE/COUNTY-  MT/YELLOWSTONE
 QW0058  USGS QUAD   -  WORDEN (1967)
 QW0058
 QW0058                         *CURRENT SURVEY CONTROL
 QW0058  ___________________________________________________________________
 QW0058* NAD 83(1986)-  45 57 34.     (N)    108 09 36.     (W)     SCALED    
 QW0058* NAVD 88     -       902.584  (meters)    2961.23   (feet)  ADJUSTED  
 QW0058  ___________________________________________________________________
 QW0058  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 QW0058  DYNAMIC HT  -         902.423 (meters)    2960.70  (feet)  COMP
 QW0058  MODELED GRAV-     980,406.6   (mgal)                       NAVD 88
 QW0058
 QW0058  VERT ORDER  -  FIRST     CLASS II
 QW0058
 QW0058.The horizontal coordinates were scaled from a topographic map and have
 QW0058.an estimated accuracy of +/- 6 seconds.
 QW0058
 QW0058.The orthometric height was determined by differential leveling
 QW0058.and adjusted by the National Geodetic Survey in June 1991..
 QW0058
 QW0058.The geoid height was determined by GEOID03.
 QW0058
 QW0058.The dynamic height is computed by dividing the NAVD 88
 QW0058.geopotential number by the normal gravity value computed on the
 QW0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0058.degrees latitude (g = 980.6199 gals.).
 QW0058
 QW0058.The modeled gravity was interpolated from observed gravity values.
 QW0058
 QW0058;                    North         East    Units  Estimated Accuracy
 QW0058;SPC MT       -   190,860.      703,830.      MT  (+/- 180 meters Scaled)
 QW0058
 QW0058                          SUPERSEDED SURVEY CONTROL
 QW0058
 QW0058  NGVD 29 (??/??/92)  901.879  (m)         2958.91   (f) ADJ UNCH    1 2
 QW0058
 QW0058.Superseded values are not recommended for survey control.
 QW0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0058.See file dsdata.txt to determine how the superseded data were derived.
 QW0058
 QW0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR200934(NAD 83)
 QW0058_MARKER: DB = BENCH MARK DISK
 QW0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0058_STAMPING: H 395 1958
 QW0058_MARK LOGO: CGS   
 QW0058_PROJECTION: PROJECTING 15 CENTIMETERS
 QW0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0058+STABILITY: SURFACE MOTION
 QW0058
 QW0058  HISTORY     - Date     Condition        Report By
 QW0058  HISTORY     - 1958     MONUMENTED       CGS
 QW0058  HISTORY     - 1960     GOOD             NGS
 QW0058  HISTORY     - 1981     GOOD             NGS
 QW0058  HISTORY     - 20060913 GOOD             ADACLA
 QW0058
 QW0058                          STATION DESCRIPTION
 QW0058
 QW0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0058'IN WORDEN.
 QW0058'AT WORDEN, 131 YARDS SOUTH OF THE SOUTH CORNER OF THE NORTHERN PACIFIC
 QW0058'RAILROAD STATION, IN SECTION 31, T 3 N, R 28 E, 199 FEET SOUTHEAST OF
 QW0058'THE SOUTHEAST RAIL OF THE MAIN TRACK, 352 FEET NORTHEAST OF THE CENTER
 QW0058'LINE OF A GRAVELED ROAD, 69 FEET SOUTHEAST OF THE CENTER LINE OF A
 QW0058'GRAVELED ROAD, 54 FEET NORTHEAST OF A 54-INCH COTTONWOOD TREE, 9 1/2
 QW0058'FEET NORTHEAST OF A 18-INCH ELM TREE, 21 FEET SOUTHEAST OF A SMALL
 QW0058'IRRIGATION DITCH, 1 1/2 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF
 QW0058'A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 QW0058'INCHES.
 QW0058
 QW0058                          STATION RECOVERY (1981)
 QW0058
 QW0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0058'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0058'IN WORDEN, AT THE JUNCTION OF SOUTH 15TH ROAD AND THE BURLINGTON
 QW0058'NORTHERN RAILROAD, 107.3 METERS (352.0 FT) NORTHEAST OF THE CENTERLINE
 QW0058'OF THE ROAD, 60.7 METERS (199.0 FT) SOUTHEAST OF THE NEAR RAIL, 21.0
 QW0058'METERS (69.0 FT) SOUTHEAST OF THE CENTER OF A GRAVELEDED ROAD, 16.5
 QW0058'METERS (54.0 FT) NORTHEAST OF A 54-INCH COTTONWOOD TREE, AND 10.8
 QW0058'METERS (35.3 FT) NORTHWEST OF A FENCE AROUND A BALL PARK.
 QW0058'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 QW0058'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QW0058
 QW0058                          STATION RECOVERY (2006)
 QW0058
 QW0058'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GMD)
 QW0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0181 ***********************************************************************
 QX0181  DESIGNATION -  H 4
 QX0181  PID         -  QX0181
 QX0181  STATE/COUNTY-  MT/GALLATIN
 QX0181  USGS QUAD   -  LOGAN (1987)
 QX0181
 QX0181                         *CURRENT SURVEY CONTROL
 QX0181  ___________________________________________________________________
 QX0181* NAD 83(1986)-  45 54 32.     (N)    111 27 37.     (W)     SCALED    
 QX0181* NAVD 88     -      1241.758  (meters)    4074.00   (feet)  POSTED    
 QX0181  ___________________________________________________________________
 QX0181  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 QX0181  DYNAMIC HT  -        1241.420 (meters)    4072.89  (feet)  COMP
 QX0181  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 QX0181
 QX0181  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0181
 QX0181.The horizontal coordinates were scaled from a topographic map and have
 QX0181.an estimated accuracy of +/- 6 seconds.
 QX0181
 QX0181.The orthometric height was determined by differential leveling
 QX0181.and adjusted by the National Geodetic Survey in 1992..
 QX0181.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0181.rate of 0.0 thru 1.0 mm/km.
 QX0181
 QX0181.The geoid height was determined by GEOID03.
 QX0181
 QX0181.The dynamic height is computed by dividing the NAVD 88
 QX0181.geopotential number by the normal gravity value computed on the
 QX0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0181.degrees latitude (g = 980.6199 gals.).
 QX0181
 QX0181.The modeled gravity was interpolated from observed gravity values.
 QX0181
 QX0181;                    North         East    Units  Estimated Accuracy
 QX0181;SPC MT       -   186,260.      447,980.      MT  (+/- 180 meters Scaled)
 QX0181
 QX0181                          SUPERSEDED SURVEY CONTROL
 QX0181
 QX0181.No superseded survey control is available for this station.
 QX0181
 QX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR643840(NAD 83)
 QX0181_MARKER: P = PIPE CAP
 QX0181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0181_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QX0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0181
 QX0181  HISTORY     - Date     Condition        Report By
 QX0181  HISTORY     - UNK      MONUMENTED       CGS
 QX0181  HISTORY     - 1958     MARK NOT FOUND   NGS
 QX0181
 QX0181                          STATION DESCRIPTION
 QX0181
 QX0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0181'2.3 MI W FROM LOGAN.
 QX0181'2.3 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM LOGAN, GALLATIN
 QX0181'COUNTY, 20 YARDS NORTHEAST OF MILEPOST 167, 250 YARDS WEST OF A
 QX0181'PRIVATE-ROAD CROSSING, AND 25 YARDS NORTHEAST OF THE TRACK.  A
 QX0181'STANDARD CAP, FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1068 ***********************************************************************
 SS1068  DESIGNATION -  H 4 X
 SS1068  PID         -  SS1068
 SS1068  STATE/COUNTY-  MT/TETON
 SS1068  USGS QUAD   -  SUN RIVER (1983)
 SS1068
 SS1068                         *CURRENT SURVEY CONTROL
 SS1068  ___________________________________________________________________
 SS1068* NAD 83(1986)-  47 37 04.     (N)    111 40 52.     (W)     SCALED    
 SS1068* NAVD 88     -      1150.219  (meters)    3773.68   (feet)  ADJUSTED  
 SS1068  ___________________________________________________________________
 SS1068  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1068  DYNAMIC HT  -        1150.140 (meters)    3773.42  (feet)  COMP
 SS1068  MODELED GRAV-     980,503.6   (mgal)                       NAVD 88
 SS1068
 SS1068  VERT ORDER  -  FIRST     CLASS II
 SS1068
 SS1068.The horizontal coordinates were scaled from a topographic map and have
 SS1068.an estimated accuracy of +/- 6 seconds.
 SS1068
 SS1068.The orthometric height was determined by differential leveling
 SS1068.and adjusted by the National Geodetic Survey in June 1991..
 SS1068
 SS1068.The geoid height was determined by GEOID03.
 SS1068
 SS1068.The dynamic height is computed by dividing the NAVD 88
 SS1068.geopotential number by the normal gravity value computed on the
 SS1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1068.degrees latitude (g = 980.6199 gals.).
 SS1068
 SS1068.The modeled gravity was interpolated from observed gravity values.
 SS1068
 SS1068;                    North         East    Units  Estimated Accuracy
 SS1068;SPC MT       -   376,500.      436,150.      MT  (+/- 180 meters Scaled)
 SS1068
 SS1068                          SUPERSEDED SURVEY CONTROL
 SS1068
 SS1068  NGVD 29 (??/??/92) 1149.284  (m)         3770.61   (f) ADJ UNCH    1 2
 SS1068
 SS1068.Superseded values are not recommended for survey control.
 SS1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1068.See file dsdata.txt to determine how the superseded data were derived.
 SS1068
 SS1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT488740(NAD 83)
 SS1068_MARKER: DS = TRIANGULATION STATION DISK
 SS1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1068_STAMPING: H 4 X 1961
 SS1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1068+STABILITY: SURFACE MOTION
 SS1068
 SS1068  HISTORY     - Date     Condition        Report By
 SS1068  HISTORY     - 1961     MONUMENTED       CGS
 SS1068
 SS1068                          STATION DESCRIPTION
 SS1068
 SS1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1068'8.75 MI NW FROM VAUGHN.
 SS1068'6.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1068'AT VAUGHN, THENCE 2.1 MILES WEST-SOUTHWEST ALONG A COUNTY ROAD, 27
 SS1068'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 47.0 FEET EAST OF REFERENCE
 SS1068'MARK H 4 X R.M. 2, 68.0 FEET SOUTH-SOUTHWEST OF AND ACROSS THE ROAD
 SS1068'FROM REFERENCE MARK H 4 X R.M. 1, 8 FEET WEST OF A POWER LINE POLE, 38
 SS1068'FEET WEST OF A WITNESS POST, 3.5 FEET SOUTH OF A FENCE, ABOUT LEVEL
 SS1068'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SS1068'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1066 ***********************************************************************
 SS1066  DESIGNATION -  H 4 X AZ MK
 SS1066  PID         -  SS1066
 SS1066  STATE/COUNTY-  MT/TETON
 SS1066  USGS QUAD   -  SUN RIVER (1983)
 SS1066
 SS1066                         *CURRENT SURVEY CONTROL
 SS1066  ___________________________________________________________________
 SS1066* NAD 83(1986)-  47 37 05.     (N)    111 40 29.     (W)     SCALED    
 SS1066* NAVD 88     -      1147.257  (meters)    3763.96   (feet)  ADJUSTED  
 SS1066  ___________________________________________________________________
 SS1066  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1066  DYNAMIC HT  -        1147.180 (meters)    3763.71  (feet)  COMP
 SS1066  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 SS1066
 SS1066  VERT ORDER  -  FIRST     CLASS II
 SS1066
 SS1066.The horizontal coordinates were scaled from a topographic map and have
 SS1066.an estimated accuracy of +/- 6 seconds.
 SS1066
 SS1066.The orthometric height was determined by differential leveling
 SS1066.and adjusted by the National Geodetic Survey in June 1991..
 SS1066
 SS1066.The geoid height was determined by GEOID03.
 SS1066
 SS1066.The dynamic height is computed by dividing the NAVD 88
 SS1066.geopotential number by the normal gravity value computed on the
 SS1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1066.degrees latitude (g = 980.6199 gals.).
 SS1066
 SS1066.The modeled gravity was interpolated from observed gravity values.
 SS1066
 SS1066;                    North         East    Units  Estimated Accuracy
 SS1066;SPC MT       -   376,520.      436,630.      MT  (+/- 180 meters Scaled)
 SS1066
 SS1066                          SUPERSEDED SURVEY CONTROL
 SS1066
 SS1066  NGVD 29 (??/??/92) 1146.325  (m)         3760.90   (f) ADJ UNCH    1 2
 SS1066
 SS1066.Superseded values are not recommended for survey control.
 SS1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1066.See file dsdata.txt to determine how the superseded data were derived.
 SS1066
 SS1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT492740(NAD 83)
 SS1066_MARKER: DZ = AZIMUTH MARK DISK
 SS1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1066_STAMPING: H 4 X 1961
 SS1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1066+STABILITY: SURFACE MOTION
 SS1066
 SS1066  HISTORY     - Date     Condition        Report By
 SS1066  HISTORY     - 1961     MONUMENTED       CGS
 SS1066
 SS1066                          STATION DESCRIPTION
 SS1066
 SS1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1066'8.4 MI NW FROM VAUGHN.
 SS1066'6.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1066'AT VAUGHN, THENCE 1.75 MILES WEST-SOUTHWEST ALONG A COUNTY ROAD, 27
 SS1066'FEET NORTH OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET EAST OF A POWER
 SS1066'LINE POLE, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST,
 SS1066'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS1066'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1067 ***********************************************************************
 SS1067  DESIGNATION -  H 4 X RM 1
 SS1067  PID         -  SS1067
 SS1067  STATE/COUNTY-  MT/TETON
 SS1067  USGS QUAD   -  SUN RIVER (1983)
 SS1067
 SS1067                         *CURRENT SURVEY CONTROL
 SS1067  ___________________________________________________________________
 SS1067* NAD 83(1986)-  47 37 04.     (N)    111 40 54.     (W)     SCALED    
 SS1067* NAVD 88     -      1150.125  (meters)    3773.37   (feet)  ADJUSTED  
 SS1067  ___________________________________________________________________
 SS1067  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1067  DYNAMIC HT  -        1150.046 (meters)    3773.11  (feet)  COMP
 SS1067  MODELED GRAV-     980,503.5   (mgal)                       NAVD 88
 SS1067
 SS1067  VERT ORDER  -  FIRST     CLASS II
 SS1067
 SS1067.The horizontal coordinates were scaled from a topographic map and have
 SS1067.an estimated accuracy of +/- 6 seconds.
 SS1067
 SS1067.The orthometric height was determined by differential leveling
 SS1067.and adjusted by the National Geodetic Survey in June 1991..
 SS1067
 SS1067.The geoid height was determined by GEOID03.
 SS1067
 SS1067.The dynamic height is computed by dividing the NAVD 88
 SS1067.geopotential number by the normal gravity value computed on the
 SS1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1067.degrees latitude (g = 980.6199 gals.).
 SS1067
 SS1067.The modeled gravity was interpolated from observed gravity values.
 SS1067
 SS1067;                    North         East    Units  Estimated Accuracy
 SS1067;SPC MT       -   376,500.      436,110.      MT  (+/- 180 meters Scaled)
 SS1067
 SS1067                          SUPERSEDED SURVEY CONTROL
 SS1067
 SS1067  NGVD 29 (??/??/92) 1149.190  (m)         3770.30   (f) ADJ UNCH    1 2
 SS1067
 SS1067.Superseded values are not recommended for survey control.
 SS1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1067.See file dsdata.txt to determine how the superseded data were derived.
 SS1067
 SS1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT487740(NAD 83)
 SS1067_MARKER: DR = REFERENCE MARK DISK
 SS1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1067_STAMPING: H 4 X NO. 1 1961
 SS1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1067+STABILITY: SURFACE MOTION
 SS1067
 SS1067  HISTORY     - Date     Condition        Report By
 SS1067  HISTORY     - 1961     MONUMENTED       CGS
 SS1067
 SS1067                          STATION DESCRIPTION
 SS1067
 SS1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1067'8.75 MI NW FROM VAUGHN.
 SS1067'6.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1067'AT VAUGHN, THENCE 2.1 MILES WEST-SOUTHWEST ALONG A COUNTY ROAD, 24 1/2
 SS1067'FEET NORTH OF THE CENTER LINE OF THE ROAD, 68.0 FEET NORTH-NORTHEAST
 SS1067'OF AND ACROSS THE ROAD FROM TRIANGULATION STATION H 4 X, 1.0 FOOT
 SS1067'NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS1067'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1069 ***********************************************************************
 SS1069  DESIGNATION -  H 4 X RM 2
 SS1069  PID         -  SS1069
 SS1069  STATE/COUNTY-  MT/TETON
 SS1069  USGS QUAD   -  SUN RIVER (1983)
 SS1069
 SS1069                         *CURRENT SURVEY CONTROL
 SS1069  ___________________________________________________________________
 SS1069* NAD 83(1986)-  47 37 04.     (N)    111 40 54.     (W)     SCALED    
 SS1069* NAVD 88     -      1150.260  (meters)    3773.81   (feet)  ADJUSTED  
 SS1069  ___________________________________________________________________
 SS1069  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1069  DYNAMIC HT  -        1150.181 (meters)    3773.55  (feet)  COMP
 SS1069  MODELED GRAV-     980,503.5   (mgal)                       NAVD 88
 SS1069
 SS1069  VERT ORDER  -  FIRST     CLASS II
 SS1069
 SS1069.The horizontal coordinates were scaled from a topographic map and have
 SS1069.an estimated accuracy of +/- 6 seconds.
 SS1069
 SS1069.The orthometric height was determined by differential leveling
 SS1069.and adjusted by the National Geodetic Survey in June 1991..
 SS1069
 SS1069.The geoid height was determined by GEOID03.
 SS1069
 SS1069.The dynamic height is computed by dividing the NAVD 88
 SS1069.geopotential number by the normal gravity value computed on the
 SS1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1069.degrees latitude (g = 980.6199 gals.).
 SS1069
 SS1069.The modeled gravity was interpolated from observed gravity values.
 SS1069
 SS1069;                    North         East    Units  Estimated Accuracy
 SS1069;SPC MT       -   376,500.      436,110.      MT  (+/- 180 meters Scaled)
 SS1069
 SS1069                          SUPERSEDED SURVEY CONTROL
 SS1069
 SS1069  NGVD 29 (??/??/92) 1149.325  (m)         3770.74   (f) ADJ UNCH    1 2
 SS1069
 SS1069.Superseded values are not recommended for survey control.
 SS1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1069.See file dsdata.txt to determine how the superseded data were derived.
 SS1069
 SS1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT487740(NAD 83)
 SS1069_MARKER: DR = REFERENCE MARK DISK
 SS1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1069_STAMPING: H 4 X R.M. 2 1961
 SS1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1069+STABILITY: SURFACE MOTION
 SS1069
 SS1069  HISTORY     - Date     Condition        Report By
 SS1069  HISTORY     - 1961     MONUMENTED       CGS
 SS1069
 SS1069                          STATION DESCRIPTION
 SS1069
 SS1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1069'8.75 MI NW FROM VAUGHN.
 SS1069'6.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1069'AT VAUGHN, THENCE 2.1 MILES WEST-SOUTHWEST ALONG A COUNTY ROAD, 25
 SS1069'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 102.0 FEET SOUTHWEST OF AND
 SS1069'ACROSS THE ROAD FROM REFERENCE MARK H 4 X R.M. 1, 55 FEET WEST OF A
 SS1069'POWER LINE POLE, 47.0 FEET WEST OF TRIANGULATION STATION H 4 X, 1.0
 SS1069'FOOT SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SS1069'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0742 ***********************************************************************
 SS0742  DESIGNATION -  H 40
 SS0742  PID         -  SS0742
 SS0742  STATE/COUNTY-  MT/CASCADE
 SS0742  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS0742
 SS0742                         *CURRENT SURVEY CONTROL
 SS0742  ___________________________________________________________________
 SS0742* NAD 83(1986)-  47 27 40.     (N)    111 07 57.     (W)     SCALED    
 SS0742* NAVD 88     -      1045.236  (meters)    3429.25   (feet)  ADJUSTED  
 SS0742  ___________________________________________________________________
 SS0742  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 SS0742  DYNAMIC HT  -        1045.168 (meters)    3429.02  (feet)  COMP
 SS0742  MODELED GRAV-     980,511.4   (mgal)                       NAVD 88
 SS0742
 SS0742  VERT ORDER  -  FIRST     CLASS II
 SS0742
 SS0742.The horizontal coordinates were scaled from a topographic map and have
 SS0742.an estimated accuracy of +/- 6 seconds.
 SS0742
 SS0742.The orthometric height was determined by differential leveling
 SS0742.and adjusted by the National Geodetic Survey in June 1991..
 SS0742
 SS0742.The geoid height was determined by GEOID03.
 SS0742
 SS0742.The dynamic height is computed by dividing the NAVD 88
 SS0742.geopotential number by the normal gravity value computed on the
 SS0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0742.degrees latitude (g = 980.6199 gals.).
 SS0742
 SS0742.The modeled gravity was interpolated from observed gravity values.
 SS0742
 SS0742;                    North         East    Units  Estimated Accuracy
 SS0742;SPC MT       -   358,090.      476,990.      MT  (+/- 180 meters Scaled)
 SS0742
 SS0742                          SUPERSEDED SURVEY CONTROL
 SS0742
 SS0742  NGVD 29 (??/??/92) 1044.342  (m)         3426.31   (f) ADJ UNCH    1 2
 SS0742
 SS0742.Superseded values are not recommended for survey control.
 SS0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0742.See file dsdata.txt to determine how the superseded data were derived.
 SS0742
 SS0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT900564(NAD 83)
 SS0742_MARKER: DB = BENCH MARK DISK
 SS0742_SETTING: 66 = SET IN ROCK OUTCROP
 SS0742_SP_SET: ROCK
 SS0742_STAMPING: H 40 1931
 SS0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0742+STABILITY: POSITION/ELEVATION WELL
 SS0742
 SS0742  HISTORY     - Date     Condition        Report By
 SS0742  HISTORY     - 1931     MONUMENTED       CGS
 SS0742  HISTORY     - 1961     GOOD             NGS
 SS0742
 SS0742                          STATION DESCRIPTION
 SS0742
 SS0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0742'1.9 MI NE FROM GERBER.
 SS0742'ABOUT 1.9 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0742'STATION SIGN AT GERBER, IN SECTION 29, T 20 N, R 5 E, 1 1/4 POLE
 SS0742'NORTHEAST OF MILEPOST 211, 7 1/2 POLES SOUTH-SOUTHWEST OF THE
 SS0742'UNDERPASS OF U. S. HIGHWAY 87, 23 1/2 FEET SOUTHEAST OF SOUTHEAST
 SS0742'RAIL, SET IN THE TOP OF A FLAT ROCK, 68 FEET EAST OF AND ACROSS THE
 SS0742'TRACK FROM THE FIRST POLE NORTHEAST OF MILEPOST 211, 49 FEET SOUTHWEST
 SS0742'OF THE CENTER LINE OF A ROAD WHICH PARALLELS THE TRACK, 20 1/2 FEET
 SS0742'SOUTH OF THE SET OFF FOR A SECTION CAR, ABOUT LEVEL WITH THE TRACK,
 SS0742'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0074 ***********************************************************************
 SS0074  DESIGNATION -  H 41
 SS0074  PID         -  SS0074
 SS0074  STATE/COUNTY-  MT/JUDITH BASIN
 SS0074  USGS QUAD   -  MERINO (1978)
 SS0074
 SS0074                         *CURRENT SURVEY CONTROL
 SS0074  ___________________________________________________________________
 SS0074* NAD 83(1986)-  47 13 55.     (N)    110 16 46.     (W)     SCALED    
 SS0074* NAVD 88     -      1247.754  (meters)    4093.67   (feet)  ADJUSTED  
 SS0074  ___________________________________________________________________
 SS0074  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 SS0074  DYNAMIC HT  -        1247.607 (meters)    4093.19  (feet)  COMP
 SS0074  MODELED GRAV-     980,451.8   (mgal)                       NAVD 88
 SS0074
 SS0074  VERT ORDER  -  FIRST     CLASS II
 SS0074
 SS0074.The horizontal coordinates were scaled from a topographic map and have
 SS0074.an estimated accuracy of +/- 6 seconds.
 SS0074
 SS0074.The orthometric height was determined by differential leveling
 SS0074.and adjusted by the National Geodetic Survey in June 1991..
 SS0074.WARNING-Repeat measurements at this control monument indicate possible
 SS0074.vertical movement.
 SS0074
 SS0074.The geoid height was determined by GEOID03.
 SS0074
 SS0074.The dynamic height is computed by dividing the NAVD 88
 SS0074.geopotential number by the normal gravity value computed on the
 SS0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0074.degrees latitude (g = 980.6199 gals.).
 SS0074
 SS0074.The modeled gravity was interpolated from observed gravity values.
 SS0074
 SS0074;                    North         East    Units  Estimated Accuracy
 SS0074;SPC MT       -   331,640.      541,010.      MT  (+/- 180 meters Scaled)
 SS0074
 SS0074                          SUPERSEDED SURVEY CONTROL
 SS0074
 SS0074  NGVD 29 (??/??/92) 1246.844  (m)         4090.69   (f) ADJ UNCH    1 2
 SS0074
 SS0074.Superseded values are not recommended for survey control.
 SS0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0074.See file dsdata.txt to determine how the superseded data were derived.
 SS0074
 SS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT545311(NAD 83)
 SS0074_MARKER: DB = BENCH MARK DISK
 SS0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0074_SP_SET: CONCRETE TUNNEL
 SS0074_STAMPING: H 41 1931
 SS0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0074
 SS0074  HISTORY     - Date     Condition        Report By
 SS0074  HISTORY     - 1931     MONUMENTED       CGS
 SS0074  HISTORY     - 1961     GOOD             NGS
 SS0074
 SS0074                          STATION DESCRIPTION
 SS0074
 SS0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0074'6.4 MI NW FROM STANFORD.
 SS0074'ABOUT 6.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0074'STATION AT STANFORD, IN SECTION 14, T 17 N, R 10 E, 0.85 MILE
 SS0074'NORTHWEST OF THE GRAIN ELEVATOR AT THE RAILROAD SIDING SIGN AT DOVER,
 SS0074'ABOUT 0.3 MILE NORTHWEST OF MILEPOST 160, AT THE NORTHWEST PORTAL OF
 SS0074'TUNNEL NUMBER Q 4, 4 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN
 SS0074'THE TOP OF A CONCRETE GUTTER AT THE BASE OF A RETAINING WALL, 1 FOOT
 SS0074'SOUTH OF THE NORTHWEST END OF THE CONCRETE LINING OF THE TUNNEL, 0.8
 SS0074'FOOT SOUTHEAST OF THE BASE OF THE LINING, 8 INCHES BELOW THE LEVEL OF
 SS0074'THE BALLAST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0372 ***********************************************************************
 RV0372  DESIGNATION -  H 42
 RV0372  PID         -  RV0372
 RV0372  STATE/COUNTY-  MT/JUDITH BASIN
 RV0372  USGS QUAD   -  BUFFALO (1970)
 RV0372
 RV0372                         *CURRENT SURVEY CONTROL
 RV0372  ___________________________________________________________________
 RV0372* NAD 83(1986)-  46 47 42.     (N)    109 48 44.     (W)     SCALED    
 RV0372* NAVD 88     -      1330.574  (meters)    4365.39   (feet)  ADJUSTED  
 RV0372  ___________________________________________________________________
 RV0372  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0372  DYNAMIC HT  -        1330.325 (meters)    4364.57  (feet)  COMP
 RV0372  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 RV0372
 RV0372  VERT ORDER  -  FIRST     CLASS II
 RV0372
 RV0372.The horizontal coordinates were scaled from a topographic map and have
 RV0372.an estimated accuracy of +/- 6 seconds.
 RV0372
 RV0372.The orthometric height was determined by differential leveling
 RV0372.and adjusted by the National Geodetic Survey in June 1991..
 RV0372
 RV0372.The geoid height was determined by GEOID03.
 RV0372
 RV0372.The dynamic height is computed by dividing the NAVD 88
 RV0372.geopotential number by the normal gravity value computed on the
 RV0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0372.degrees latitude (g = 980.6199 gals.).
 RV0372
 RV0372.The modeled gravity was interpolated from observed gravity values.
 RV0372
 RV0372;                    North         East    Units  Estimated Accuracy
 RV0372;SPC MT       -   282,850.      576,180.      MT  (+/- 180 meters Scaled)
 RV0372
 RV0372                          SUPERSEDED SURVEY CONTROL
 RV0372
 RV0372  NGVD 29 (??/??/92) 1329.62   (m)         4362.3    (f) COMPUTED    1 2
 RV0372
 RV0372.Superseded values are not recommended for survey control.
 RV0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0372.See file dsdata.txt to determine how the superseded data were derived.
 RV0372
 RV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS906830(NAD 83)
 RV0372_MARKER: DB = BENCH MARK DISK
 RV0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0372_STAMPING: H 42 1931
 RV0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0372+STABILITY: SURFACE MOTION
 RV0372
 RV0372  HISTORY     - Date     Condition        Report By
 RV0372  HISTORY     - 1931     MONUMENTED       CGS
 RV0372  HISTORY     - 1961     MARK NOT FOUND   NGS
 RV0372
 RV0372                          STATION DESCRIPTION
 RV0372
 RV0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0372'2.0 MI S FROM BUFFALO.
 RV0372'IN JUDITH BASIN COUNTY, 2.0 MILES SOUTH ALONG THE GREAT NORTHERN
 RV0372'RAILWAY FROM BUFFALO, FERGUS COUNTY, AT THE GRADE CROSSING AT MILEAGE
 RV0372'112.5, 50 FEET WEST OF THE TRACK, 40 FEET NORTH OF THE ROAD AND IN
 RV0372'LINE WITH THE ROW OF POLES.  A STANDARD DISK, STAMPED H 42 1931 AND
 RV0372'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0629 ***********************************************************************
 TM0629  DESIGNATION -  H 422
 TM0629  PID         -  TM0629
 TM0629  STATE/COUNTY-  MT/TOOLE
 TM0629  USGS QUAD   -  ETHRIDGE (1966)
 TM0629
 TM0629                         *CURRENT SURVEY CONTROL
 TM0629  ___________________________________________________________________
 TM0629* NAD 83(1986)-  48 33 07.     (N)    112 04 24.     (W)     SCALED    
 TM0629* NAVD 88     -      1082.563  (meters)    3551.71   (feet)  ADJUSTED  
 TM0629  ___________________________________________________________________
 TM0629  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 TM0629  DYNAMIC HT  -        1082.614 (meters)    3551.88  (feet)  COMP
 TM0629  MODELED GRAV-     980,620.5   (mgal)                       NAVD 88
 TM0629
 TM0629  VERT ORDER  -  FIRST     CLASS II
 TM0629
 TM0629.The horizontal coordinates were scaled from a topographic map and have
 TM0629.an estimated accuracy of +/- 6 seconds.
 TM0629
 TM0629.The orthometric height was determined by differential leveling
 TM0629.and adjusted by the National Geodetic Survey in June 1991..
 TM0629
 TM0629.The geoid height was determined by GEOID03.
 TM0629
 TM0629.The dynamic height is computed by dividing the NAVD 88
 TM0629.geopotential number by the normal gravity value computed on the
 TM0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0629.degrees latitude (g = 980.6199 gals.).
 TM0629
 TM0629.The modeled gravity was interpolated from observed gravity values.
 TM0629
 TM0629;                    North         East    Units  Estimated Accuracy
 TM0629;SPC MT       -   481,170.      410,100.      MT  (+/- 180 meters Scaled)
 TM0629
 TM0629                          SUPERSEDED SURVEY CONTROL
 TM0629
 TM0629.No superseded survey control is available for this station.
 TM0629
 TM0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU207782(NAD 83)
 TM0629_MARKER: DB = BENCH MARK DISK
 TM0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0629_SP_SET: STAINLESS STEEL ROD
 TM0629_STAMPING: H 422 1978
 TM0629_PROJECTION: PROJECTING 15 CENTIMETERS
 TM0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0629_ROD/PIPE-DEPTH: 7.32 meters
 TM0629
 TM0629  HISTORY     - Date     Condition        Report By
 TM0629  HISTORY     - 1978     MONUMENTED       NGS
 TM0629
 TM0629                          STATION DESCRIPTION
 TM0629
 TM0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0629'9.5 MI WEST FROM SHELBY.
 TM0629'9.5 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TM0629'SHELBY, AT HIGHWAY MILE POST 269, ABOUT 0.15 MILE SOUTHWEST ACROSS
 TM0629'THE HIGHWAY FROM RAILROAD SIGNAL LIGHTS, AND AT THE THIRD POWER POLE
 TM0629'EAST OF A POWER LINE CROSSING, 83 FEET SOUTHWEST OF HIGHWAY MILE POST
 TM0629'269, 82 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 2, 3 FEET WEST OF A
 TM0629'POWER POLE, 1 FOOT NORTH OF A FENCE LINE AND 2 FEET EAST OF A WITNESS
 TM0629'POST. DISK IS 4 INCHES ABOVE THE GROUND, ACCESS TO WHICH IS HAD
 TM0629'THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TM0629'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0657 ***********************************************************************
 TM0657  DESIGNATION -  H 423
 TM0657  PID         -  TM0657
 TM0657  STATE/COUNTY-  MT/GLACIER
 TM0657  USGS QUAD   -  MISSION LAKE EAST (1968)
 TM0657
 TM0657                         *CURRENT SURVEY CONTROL
 TM0657  ___________________________________________________________________
 TM0657* NAD 83(1986)-  48 37 27.     (N)    112 31 18.     (W)     SCALED    
 TM0657* NAVD 88     -      1216.294  (meters)    3990.46   (feet)  ADJUSTED  
 TM0657  ___________________________________________________________________
 TM0657  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 TM0657  DYNAMIC HT  -        1216.314 (meters)    3990.52  (feet)  COMP
 TM0657  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 TM0657
 TM0657  VERT ORDER  -  FIRST     CLASS II
 TM0657
 TM0657.The horizontal coordinates were scaled from a topographic map and have
 TM0657.an estimated accuracy of +/- 6 seconds.
 TM0657
 TM0657.The orthometric height was determined by differential leveling
 TM0657.and adjusted by the National Geodetic Survey in June 1991..
 TM0657
 TM0657.The geoid height was determined by GEOID03.
 TM0657
 TM0657.The dynamic height is computed by dividing the NAVD 88
 TM0657.geopotential number by the normal gravity value computed on the
 TM0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0657.degrees latitude (g = 980.6199 gals.).
 TM0657
 TM0657.The modeled gravity was interpolated from observed gravity values.
 TM0657
 TM0657;                    North         East    Units  Estimated Accuracy
 TM0657;SPC MT       -   490,370.      377,340.      MT  (+/- 180 meters Scaled)
 TM0657
 TM0657                          SUPERSEDED SURVEY CONTROL
 TM0657
 TM0657.No superseded survey control is available for this station.
 TM0657
 TM0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU878867(NAD 83)
 TM0657_MARKER: DV = VERTICAL CONTROL DISK
 TM0657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0657_SP_SET: STAINLESS STEEL ROD
 TM0657_STAMPING: H 423 1978
 TM0657_MARK LOGO: NGS   
 TM0657_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0657_ROD/PIPE-DEPTH: 1.22 meters
 TM0657
 TM0657  HISTORY     - Date     Condition        Report By
 TM0657  HISTORY     - 1978     MONUMENTED       NGS
 TM0657  HISTORY     - 20040212 GOOD             MTDOT
 TM0657
 TM0657                          STATION DESCRIPTION
 TM0657
 TM0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0657'8.0 MI WEST FROM CUT BANK.
 TM0657'8.0 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK RIVER IN
 TM0657'CUT BANK.  STATION IS LOCATED AT HIGHWAY MILE POST 246 AND A DRIVEWAY
 TM0657'LEADING SOUTH TO MUNOZ RANCH, 58 FEET EAST OF THE CENTERLINE OF A
 TM0657'CATTLE GUARD, 33 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 2, 11 FEET
 TM0657'EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE LINE, AND 1 FOOT
 TM0657'WEST OF A WITNESS POST.  ROD WAS DRIVEN TO A REFUSAL AT A DEPTH OF
 TM0657'4 FEET, BOLT WAS BUSTED OFF, DISK IS LEVEL WITH THE GROUND, ACCESS
 TM0657'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TM0657'THE MARK IS 1 FT BELOW THE HIGHWAY.
 TM0657
 TM0657                          STATION RECOVERY (2004)
 TM0657
 TM0657'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (JW)
 TM0657'H 423 IS CURRENTLY STILL SET.  IT IS EXPECTED TO GET TAKEN OUT BY ROAD
 TM0657'REALIGNMENT, BUT HAS NOT HAPPENED YET.  WE WILL TRY TO HAVE MONUMENT
 TM0657'RECOVERED IF DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH8960 ***********************************************************************
 DH8960  DESIGNATION -  H 423 RESET
 DH8960  PID         -  DH8960
 DH8960  STATE/COUNTY-  MT/GLACIER
 DH8960  USGS QUAD   -  MISSION LAKE EAST (1968)
 DH8960
 DH8960                         *CURRENT SURVEY CONTROL
 DH8960  ___________________________________________________________________
 DH8960* NAD 83(1986)-  48 37 27.     (N)    112 31 18.     (W)     SCALED    
 DH8960* NAVD 88     -      1215.99   (meters)    3989.5    (feet)  RESET     
 DH8960  ___________________________________________________________________
 DH8960  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 DH8960
 DH8960  VERT ORDER  -  THIRD
 DH8960
 DH8960.The horizontal coordinates were scaled from a topographic map and have
 DH8960.an estimated accuracy of +/- 6 seconds.
 DH8960
 DH8960.The orthometric height was computed from unverified reset data.
 DH8960.No vertical observational check was made to the station.
 DH8960
 DH8960.The geoid height was determined by GEOID03.
 DH8960
 DH8960;                    North         East    Units  Estimated Accuracy
 DH8960;SPC MT       -   490,370.      377,340.      MT  (+/- 180 meters Scaled)
 DH8960
 DH8960                          SUPERSEDED SURVEY CONTROL
 DH8960
 DH8960.No superseded survey control is available for this station.
 DH8960
 DH8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU878867(NAD 83)
 DH8960_MARKER: F = FLANGE-ENCASED ROD
 DH8960_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH8960+WITH SETTING: INFORMATION.
 DH8960_STAMPING: H 423 RESET 2004
 DH8960_MARK LOGO: NGS   
 DH8960_PROJECTION: FLUSH
 DH8960_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8960+STABILITY: SURFACE MOTION
 DH8960_ROD/PIPE-DEPTH: 2.44 meters
 DH8960
 DH8960  HISTORY     - Date     Condition        Report By
 DH8960  HISTORY     - 2004     MONUMENTED       MTDOT
 DH8960
 DH8960                          STATION DESCRIPTION
 DH8960
 DH8960'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (JW)
 DH8960'8.0 MILES (12.9 KM) WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK
 DH8960'CREEK IN CUT BANK, AT HIGHWAY MILEPOST 246.05.  THE MARK IS 77.4 FEET
 DH8960'(23.6 M) SOUTH OF PROPOSED NEW CENTERLINE OF HIGHWAY 2, 125.3 FEET
 DH8960'(38.2 M) EAST OF CHATTERTON ROAD CENTERLINE, AND 151.6 FEET (46.2 M)
 DH8960'SOUTH OF POWER POLE NO TB 178.  WITNESS POSTS ARE SET 1 M (3.3 FT)
 DH8960'EAST AND WEST OF MARK.  ROD WAS DRIVEN TO REFUSAL AT 8 FEET, (2.4 M)
 DH8960'ACCESS TO WHICH IS HAD THROUGH A 5 INCH ALUMINUM ACCESS COVER.
 DH8960'STAINLESS STEEL ROD W/O SLEEVE.  WE BURIED A 12 INCH LONG 5/8 INCH
 DH8960'PIECE OF REBAR IN CONCRETE FOR BETTER MAGNETIC MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0688 ***********************************************************************
 TM0688  DESIGNATION -  H 424
 TM0688  PID         -  TM0688
 TM0688  STATE/COUNTY-  MT/GLACIER
 TM0688  USGS QUAD   -  BROWNING (1968)
 TM0688
 TM0688                         *CURRENT SURVEY CONTROL
 TM0688  ___________________________________________________________________
 TM0688* NAD 83(1986)-  48 32 27.     (N)    113 02 06.     (W)     SCALED    
 TM0688* NAVD 88     -      1393.858  (meters)    4573.02   (feet)  ADJUSTED  
 TM0688  ___________________________________________________________________
 TM0688  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 TM0688  DYNAMIC HT  -        1393.817 (meters)    4572.88  (feet)  COMP
 TM0688  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 TM0688
 TM0688  VERT ORDER  -  FIRST     CLASS II
 TM0688
 TM0688.The horizontal coordinates were scaled from a topographic map and have
 TM0688.an estimated accuracy of +/- 6 seconds.
 TM0688
 TM0688.The orthometric height was determined by differential leveling
 TM0688.and adjusted by the National Geodetic Survey in June 1991..
 TM0688
 TM0688.The geoid height was determined by GEOID03.
 TM0688
 TM0688.The dynamic height is computed by dividing the NAVD 88
 TM0688.geopotential number by the normal gravity value computed on the
 TM0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0688.degrees latitude (g = 980.6199 gals.).
 TM0688
 TM0688.The modeled gravity was interpolated from observed gravity values.
 TM0688
 TM0688;                    North         East    Units  Estimated Accuracy
 TM0688;SPC MT       -   482,700.      339,120.      MT  (+/- 180 meters Scaled)
 TM0688
 TM0688                          SUPERSEDED SURVEY CONTROL
 TM0688
 TM0688.No superseded survey control is available for this station.
 TM0688
 TM0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU497784(NAD 83)
 TM0688_MARKER: DB = BENCH MARK DISK
 TM0688_SETTING: 66 = SET IN ROCK OUTCROP
 TM0688_SP_SET: ROCK OUTCROP
 TM0688_STAMPING: H 424 1978
 TM0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0688+STABILITY: POSITION/ELEVATION WELL
 TM0688
 TM0688  HISTORY     - Date     Condition        Report By
 TM0688  HISTORY     - 1978     MONUMENTED       NGS
 TM0688
 TM0688                          STATION DESCRIPTION
 TM0688
 TM0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0688'1.3 MI SW FROM BROWNING.
 TM0688'1.3 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0688'BROWNING, ABOUT 0.1 MILE SOUTHWEST OF A BRIDGE, AT A CUTBANK ON THE
 TM0688'NORTHWEST SIDE OF THE HIGHWAY, AND IN TOP OF THE EXPOSED SANDSTONE
 TM0688'IN THE CENTER OF THE CUTBANK, ABOUT 10 FEET BELOW THE TOP OF THE
 TM0688'CUTBANK, 375 FEET SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE, 36
 TM0688'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 2, AND 1 FOOT SOUTHEAST OF
 TM0688'A WITNESS POST.
 TM0688'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0546 ***********************************************************************
 TN0546  DESIGNATION -  H 425
 TN0546  PID         -  TN0546
 TN0546  STATE/COUNTY-  MT/LINCOLN
 TN0546  USGS QUAD   -  EUREKA NORTH (1983)
 TN0546
 TN0546                         *CURRENT SURVEY CONTROL
 TN0546  ___________________________________________________________________
 TN0546* NAD 83(1992)-  48 59 54.14337(N)    115 03 22.01544(W)     ADJUSTED  
 TN0546* NAVD 88     -       829.359  (meters)    2720.99   (feet)  ADJUSTED  
 TN0546  ___________________________________________________________________
 TN0546  X           -  -1,775,803.989 (meters)                     COMP
 TN0546  Y           -  -3,798,506.617 (meters)                     COMP
 TN0546  Z           -   4,791,054.143 (meters)                     COMP
 TN0546  LAPLACE CORR-          16.48  (seconds)                    DEFLEC99
 TN0546  ELLIP HEIGHT-         813.70  (meters)          (07/28/92) GPS OBS
 TN0546  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 TN0546  DYNAMIC HT  -         829.418 (meters)    2721.18  (feet)  COMP
 TN0546  MODELED GRAV-     980,654.2   (mgal)                       NAVD 88
 TN0546
 TN0546  HORZ ORDER  -  FIRST
 TN0546  VERT ORDER  -  FIRST     CLASS II
 TN0546  ELLP ORDER  -  FIFTH     CLASS I
 TN0546
 TN0546.The horizontal coordinates were established by GPS observations
 TN0546.and adjusted by the National Geodetic Survey in July 1992..
 TN0546
 TN0546.The orthometric height was determined by differential leveling
 TN0546.and adjusted by the National Geodetic Survey in June 1991..
 TN0546
 TN0546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0546
 TN0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0546
 TN0546.The ellipsoidal height was determined by GPS observations
 TN0546.and is referenced to NAD 83.
 TN0546
 TN0546.The geoid height was determined by GEOID03.
 TN0546
 TN0546.The dynamic height is computed by dividing the NAVD 88
 TN0546.geopotential number by the normal gravity value computed on the
 TN0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0546.degrees latitude (g = 980.6199 gals.).
 TN0546
 TN0546.The modeled gravity was interpolated from observed gravity values.
 TN0546
 TN0546;                    North         East     Units Scale Factor Converg.
 TN0546;SPC MT       -   542,100.551   193,777.116   MT  0.99999900   -4 03 51.6
 TN0546;SPC MT       - 1,778,545.11    635,751.69   iFT  0.99999900   -4 03 51.6
 TN0546;UTM  11      - 5,429,095.505   642,181.492   MT  0.99984835   +1 28 02.2
 TN0546
 TN0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0546!SPC MT       -   0.99987250  x   0.99999900  =   0.99987150
 TN0546!UTM  11      -   0.99987250  x   0.99984835  =   0.99972087
 TN0546
 TN0546|---------------------------------------------------------------------|
 TN0546| PID    Reference Object                     Distance      Geod. Az  |
 TN0546|                                                           dddmmss.s |
 TN0546| TN1023 BOUNDARY MON 247 CD US              150.348 METERS 02234     |
 TN0546|---------------------------------------------------------------------|
 TN0546
 TN0546                          SUPERSEDED SURVEY CONTROL
 TN0546
 TN0546  NAD 83(1986)-  48 59 54.15135(N)    115 03 22.01381(W) AD(       ) 1
 TN0546  NGVD 29 (08/25/89)  828.15   (m)         2717.0    (f) LEVELING    3  
 TN0546
 TN0546.Superseded values are not recommended for survey control.
 TN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0546.See file dsdata.txt to determine how the superseded data were derived.
 TN0546
 TN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4218129096(NAD 83)
 TN0546_MARKER: DB = BENCH MARK DISK
 TN0546_SETTING: 66 = SET IN ROCK OUTCROP
 TN0546_SP_SET: ROCK OUTCROP
 TN0546_STAMPING: H 425 1978
 TN0546_MARK LOGO: NGS   
 TN0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 TN0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0546+STABILITY: POSITION/ELEVATION WELL
 TN0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0546+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1988
 TN0546
 TN0546  HISTORY     - Date     Condition        Report By
 TN0546  HISTORY     - 1978     MONUMENTED       NGS
 TN0546  HISTORY     - 19880728 GOOD             NGS
 TN0546
 TN0546                          STATION DESCRIPTION
 TN0546
 TN0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TN0546'8.2 MI NORTH FROM EUREKA.
 TN0546'8.2 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0546'IN ROOSVILLE, SET IN TOP OF A 20- BY 40-FOOT EXPOSED ROCK OUTCROP,
 TN0546'ON THE EXTENDED CENTERLINE OF A PAVED ROAD LEADING WEST, 61 FEET
 TN0546'EAST OF THE CENTERLINE OF THE HIGHWAY, 49 FEET NORTHEAST OF A POWER
 TN0546'LINE POLE, 18 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP AND
 TN0546'ABOUT 100 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF THE U. S.
 TN0546'CUSTOMS HOUSE.
 TN0546'THE MARK IS 18 FT ABOVE THE HIGHWAY.
 TN0546
 TN0546                          STATION RECOVERY (1988)
 TN0546
 TN0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TN0546'THE STATION IS LOCATED AT THE PORT OF ROOSVILLE, MONTANA - ROOSVILLE,
 TN0546'BRITISH COLUMBIA BORDER CROSSING, 13.2 KM (8.20 MI) NORTH OF EUREKA.
 TN0546'TO REACH THE STATION FROM THE TOWN HALL IN EUREKA, GO NORTH ON U.S.
 TN0546'HIGHWAY 93 FOR 13.2 KM (8.20 MI) TO A 6.1 M (20.0 FT) BY 12.2 M
 TN0546'(40.0 FT) EXPOSED ROCK OUTCROP AND THE STATION, SOUTHEAST OF THE U.S.
 TN0546'CUSTOMS HOUSE.
 TN0546'THE STATION MARK IS SET IN THE TOP OF THE ROCK OUTCROP, AT THE
 TN0546'EXTENDED CENTERLINE OF A PAVED ROAD LEADING WEST, 18.6 M (61.0 FT)
 TN0546'EAST OF THE CENTERLINE OF THE HIGHWAY, 14.9 M (48.9 FT) NORTHEAST OF
 TN0546'A POWER LINE POLE, 5.5 M (18.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF
 TN0546'THE OUTCROP, ABOUT 100 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 TN0546'U.S. CUSTOMS HOUSE AND 5.5 M (18.0 FT) ABOVE THE HIGHWAY.
 TN0546'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0719 ***********************************************************************
 TM0719  DESIGNATION -  H 426
 TM0719  PID         -  TM0719
 TM0719  STATE/COUNTY-  MT/GLACIER
 TM0719  USGS QUAD   -  SUMMIT (1995)
 TM0719
 TM0719                         *CURRENT SURVEY CONTROL
 TM0719  ___________________________________________________________________
 TM0719* NAD 83(1986)-  48 19 09.     (N)    113 21 07.     (W)     SCALED    
 TM0719* NAVD 88     -      1590.048  (meters)    5216.68   (feet)  ADJUSTED  
 TM0719  ___________________________________________________________________
 TM0719  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 TM0719  DYNAMIC HT  -        1589.896 (meters)    5216.18  (feet)  COMP
 TM0719  MODELED GRAV-     980,458.8   (mgal)                       NAVD 88
 TM0719
 TM0719  VERT ORDER  -  FIRST     CLASS II
 TM0719
 TM0719.The horizontal coordinates were scaled from a topographic map and have
 TM0719.an estimated accuracy of +/- 6 seconds.
 TM0719
 TM0719.The orthometric height was determined by differential leveling
 TM0719.and adjusted by the National Geodetic Survey in June 1991..
 TM0719
 TM0719.The geoid height was determined by GEOID03.
 TM0719
 TM0719.The dynamic height is computed by dividing the NAVD 88
 TM0719.geopotential number by the normal gravity value computed on the
 TM0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0719.degrees latitude (g = 980.6199 gals.).
 TM0719
 TM0719.The modeled gravity was interpolated from observed gravity values.
 TM0719
 TM0719;                    North         East    Units  Estimated Accuracy
 TM0719;SPC MT       -   459,190.      314,540.      MT  (+/- 180 meters Scaled)
 TM0719
 TM0719                          SUPERSEDED SURVEY CONTROL
 TM0719
 TM0719.No superseded survey control is available for this station.
 TM0719
 TM0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU256544(NAD 83)
 TM0719_MARKER: DB = BENCH MARK DISK
 TM0719_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TM0719_SP_SET: HEADWALL
 TM0719_STAMPING: H 426 1978
 TM0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0719+STABILITY: SURFACE MOTION
 TM0719
 TM0719  HISTORY     - Date     Condition        Report By
 TM0719  HISTORY     - 1978     MONUMENTED       NGS
 TM0719
 TM0719                          STATION DESCRIPTION
 TM0719
 TM0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0719'11.4 MI SW FROM EAST GLACIER.
 TM0719'ABOUT 11.4 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION
 TM0719'IN EAST GLACIER, 0.2 MILE SOUTHWEST OF HIGHWAY MILE POST 198, 0.1 MILE
 TM0719'NORTHEAST OF LEWIS AND CLARK MONUMENT, AND AT LEWIS AND CLARK FOREST
 TM0719'BOUNDARY SIGN.  SET IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 TM0719'HEADWALL OF A 6X5 FEET CONCRETE BOX CULVERT, 21 FEET NORTHWEST OF THE
 TM0719'CENTERLINE OF THE HIGHWAY.
 TM0719'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0479 ***********************************************************************
 TL0479  DESIGNATION -  H 427
 TL0479  PID         -  TL0479
 TL0479  STATE/COUNTY-  MT/LIBERTY
 TL0479  USGS QUAD   -  CHESTER (1963)
 TL0479
 TL0479                         *CURRENT SURVEY CONTROL
 TL0479  ___________________________________________________________________
 TL0479* NAD 83(1986)-  48 31 48.     (N)    110 53 05.     (W)     SCALED    
 TL0479* NAVD 88     -      1011.420  (meters)    3318.30   (feet)  ADJUSTED  
 TL0479  ___________________________________________________________________
 TL0479  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TL0479  DYNAMIC HT  -        1011.501 (meters)    3318.57  (feet)  COMP
 TL0479  MODELED GRAV-     980,655.1   (mgal)                       NAVD 88
 TL0479
 TL0479  VERT ORDER  -  FIRST     CLASS II
 TL0479
 TL0479.The horizontal coordinates were scaled from a topographic map and have
 TL0479.an estimated accuracy of +/- 6 seconds.
 TL0479
 TL0479.The orthometric height was determined by differential leveling
 TL0479.and adjusted by the National Geodetic Survey in June 1991..
 TL0479
 TL0479.The geoid height was determined by GEOID03.
 TL0479
 TL0479.The dynamic height is computed by dividing the NAVD 88
 TL0479.geopotential number by the normal gravity value computed on the
 TL0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0479.degrees latitude (g = 980.6199 gals.).
 TL0479
 TL0479.The modeled gravity was interpolated from observed gravity values.
 TL0479
 TL0479;                    North         East    Units  Estimated Accuracy
 TL0479;SPC MT       -   476,510.      497,760.      MT  (+/- 180 meters Scaled)
 TL0479
 TL0479                          SUPERSEDED SURVEY CONTROL
 TL0479
 TL0479.No superseded survey control is available for this station.
 TL0479
 TL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU085752(NAD 83)
 TL0479_MARKER: DB = BENCH MARK DISK
 TL0479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0479_SP_SET: STAINLESS STEEL ROD
 TL0479_STAMPING: H 427 1979
 TL0479_PROJECTION: FLUSH
 TL0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0479_ROD/PIPE-DEPTH: 6.10 meters
 TL0479
 TL0479  HISTORY     - Date     Condition        Report By
 TL0479  HISTORY     - 1979     MONUMENTED       NGS
 TL0479
 TL0479                          STATION DESCRIPTION
 TL0479
 TL0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0479'3.8 MI ENE FROM CHESTER.
 TL0479'3.8 MILES EAST AND NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD
 TL0479'STATION IN CHESTER, 194 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 TL0479'MILE MARKER 326, 167.8 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY,
 TL0479'17.1 FEET SOUTHWEST OF A LONE METAL FENCE POST AND 2.7 FEET SOUTHEAST
 TL0479'OF A BARBED WIRE FENCE.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 TL0479'SCREW PLUG.
 TL0479'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1129 ***********************************************************************
 TN1129  DESIGNATION -  H 428 RESET
 TN1129  PID         -  TN1129
 TN1129  STATE/COUNTY-  MT/FLATHEAD
 TN1129  USGS QUAD   -  ROSE CROSSING (1994)
 TN1129
 TN1129                         *CURRENT SURVEY CONTROL
 TN1129  ___________________________________________________________________
 TN1129* NAD 83(1986)-  48 15 16.     (N)    114 16 27.     (W)     SCALED    
 TN1129* NAVD 88     -       894.29   (meters)    2934.0    (feet)  RESET     
 TN1129  ___________________________________________________________________
 TN1129  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN1129
 TN1129  VERT ORDER  -  THIRD
 TN1129
 TN1129.The horizontal coordinates were scaled from a topographic map and have
 TN1129.an estimated accuracy of +/- 6 seconds.
 TN1129
 TN1129.The orthometric height was computed from unverified reset data.
 TN1129.No vertical observational check was made to the station.
 TN1129
 TN1129.The geoid height was determined by GEOID03.
 TN1129
 TN1129;                    North         East    Units  Estimated Accuracy
 TN1129;SPC MT       -   455,770.      245,830.      MT  (+/- 180 meters Scaled)
 TN1129
 TN1129                          SUPERSEDED SURVEY CONTROL
 TN1129
 TN1129.No superseded survey control is available for this station.
 TN1129
 TN1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP023481(NAD 83)
 TN1129_MARKER: A = ALUMINUM MARKER
 TN1129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN1129_SP_SET: METAL PIPE IN CONCRETE
 TN1129_STAMPING: H 428 RESET 1994
 TN1129_MARK LOGO: MTDOT 
 TN1129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TN1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1129+STABILITY: SURFACE MOTION
 TN1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN1129+SATELLITE: SATELLITE OBSERVATIONS - 1994
 TN1129
 TN1129  HISTORY     - Date     Condition        Report By
 TN1129  HISTORY     - 1994     MONUMENTED       MTDOT
 TN1129
 TN1129                          STATION DESCRIPTION
 TN1129
 TN1129'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 TN1129'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF KALISPELL ALONG
 TN1129'THE EAST SIDE OF U.S. HIGHWAY 2 (LASALLE ROAD) AND ON THE EAST SIDE
 TN1129'OF A RAILROAD TRACK.  IT IS AT A ROAD JUNCTION OF ROSE ROAD AND U.S.
 TN1129'HIGHWAY 2.
 TN1129'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 93, IN KALISPELL, GO
 TN1129'EASTERLY ON U.S. HIGHWAY 2 TO WHERE THE HIGHWAY TURNS NORTH.  TURN
 TN1129'LEFT AND GO NORTH ALONG U.S. HIGHWAY 2 FOR 2.9 MI (4.7 KM) TO THE
 TN1129'STATION ON THE RIGHT AT A CROSS ROAD.
 TN1129'THE STATION IS 56.0 FT (17.1 M) SOUTH OF THE CENTER OF ROSE ROAD, 44.0
 TN1129'FT (13.4 M) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 36.2 FT
 TN1129'(11.0 M) SOUTH OF A POWERLINE POLE, 2.0 FT (0.6 M) WEST OF A FENCE
 TN1129'AND 1.5 FT (0.5 M) SOUTHWEST OF AN WITNESS POST, CENTERED IN A
 TN1129'DRAIN TILE 1.3 METERS LONG AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1304 ***********************************************************************
 SS1304  DESIGNATION -  H 429
 SS1304  PID         -  SS1304
 SS1304  STATE/COUNTY-  MT/TETON
 SS1304  USGS QUAD   -  DUTTON NW (1987)
 SS1304
 SS1304                         *CURRENT SURVEY CONTROL
 SS1304  ___________________________________________________________________
 SS1304* NAD 83(1986)-  47 54 53.     (N)    111 42 30.     (W)     SCALED    
 SS1304* NAVD 88     -      1065.421  (meters)    3495.47   (feet)  ADJUSTED  
 SS1304  ___________________________________________________________________
 SS1304  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 SS1304  DYNAMIC HT  -        1065.403 (meters)    3495.41  (feet)  COMP
 SS1304  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 SS1304
 SS1304  VERT ORDER  -  FIRST     CLASS II
 SS1304
 SS1304.The horizontal coordinates were scaled from a topographic map and have
 SS1304.an estimated accuracy of +/- 6 seconds.
 SS1304
 SS1304.The orthometric height was determined by differential leveling
 SS1304.and adjusted by the National Geodetic Survey in June 1991..
 SS1304
 SS1304.The geoid height was determined by GEOID03.
 SS1304
 SS1304.The dynamic height is computed by dividing the NAVD 88
 SS1304.geopotential number by the normal gravity value computed on the
 SS1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1304.degrees latitude (g = 980.6199 gals.).
 SS1304
 SS1304.The modeled gravity was interpolated from observed gravity values.
 SS1304
 SS1304;                    North         East    Units  Estimated Accuracy
 SS1304;SPC MT       -   409,540.      435,030.      MT  (+/- 180 meters Scaled)
 SS1304
 SS1304                          SUPERSEDED SURVEY CONTROL
 SS1304
 SS1304.No superseded survey control is available for this station.
 SS1304
 SS1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU470070(NAD 83)
 SS1304_MARKER: DB = BENCH MARK DISK
 SS1304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1304_SP_SET: STAINLESS STEEL ROD
 SS1304_STAMPING: H 429 1979
 SS1304_PROJECTION: FLUSH
 SS1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1304_ROD/PIPE-DEPTH: 5.49 meters
 SS1304
 SS1304  HISTORY     - Date     Condition        Report By
 SS1304  HISTORY     - 1979     MONUMENTED       NGS
 SS1304
 SS1304                          STATION DESCRIPTION
 SS1304
 SS1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1304'4.7 MI NORTH FROM DUTTON.
 SS1304'4.7 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE STATE HIGHWAY
 SS1304'379 OVERPASS IN DUTTON, 120 FEET WEST OF THE CENTERLINE OF THE
 SS1304'SOUTH BOUND LANES OF THE HIGHWAY, 87 FEET WEST OF MILE MARKER
 SS1304'NUMBER 318, AND 1.0 FOOT EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED
 SS1304'AT 18 FEET.  ACCESS TO DISK IS THROUGH A 4 INCH SCREW PLUG.
 SS1304'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SS1304'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0219 ***********************************************************************
 RV0219  DESIGNATION -  H 43
 RV0219  PID         -  RV0219
 RV0219  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0219  USGS QUAD   -  RYEGATE EAST (1986)
 RV0219
 RV0219                         *CURRENT SURVEY CONTROL
 RV0219  ___________________________________________________________________
 RV0219* NAD 83(1986)-  46 20 28.     (N)    109 09 11.     (W)     SCALED    
 RV0219* NAVD 88     -      1120.675  (meters)    3676.75   (feet)  ADJUSTED  
 RV0219  ___________________________________________________________________
 RV0219  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 RV0219  DYNAMIC HT  -        1120.487 (meters)    3676.13  (feet)  COMP
 RV0219  MODELED GRAV-     980,408.0   (mgal)                       NAVD 88
 RV0219
 RV0219  VERT ORDER  -  FIRST     CLASS II
 RV0219
 RV0219.The horizontal coordinates were scaled from a topographic map and have
 RV0219.an estimated accuracy of +/- 6 seconds.
 RV0219
 RV0219.The orthometric height was determined by differential leveling
 RV0219.and adjusted by the National Geodetic Survey in June 1991..
 RV0219
 RV0219.The geoid height was determined by GEOID03.
 RV0219
 RV0219.The dynamic height is computed by dividing the NAVD 88
 RV0219.geopotential number by the normal gravity value computed on the
 RV0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0219.degrees latitude (g = 980.6199 gals.).
 RV0219
 RV0219.The modeled gravity was interpolated from observed gravity values.
 RV0219
 RV0219;                    North         East    Units  Estimated Accuracy
 RV0219;SPC MT       -   232,430.      626,700.      MT  (+/- 180 meters Scaled)
 RV0219
 RV0219                          SUPERSEDED SURVEY CONTROL
 RV0219
 RV0219  NGVD 29 (??/??/92) 1119.825  (m)         3673.96   (f) ADJ UNCH    1 2
 RV0219
 RV0219.Superseded values are not recommended for survey control.
 RV0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0219.See file dsdata.txt to determine how the superseded data were derived.
 RV0219
 RV0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS421336(NAD 83)
 RV0219_MARKER: DB = BENCH MARK DISK
 RV0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0219_STAMPING: H 43 1931
 RV0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0219+STABILITY: SURFACE MOTION
 RV0219
 RV0219  HISTORY     - Date     Condition        Report By
 RV0219  HISTORY     - 1931     MONUMENTED       CGS
 RV0219  HISTORY     - 1962     GOOD             NGS
 RV0219
 RV0219                          STATION DESCRIPTION
 RV0219
 RV0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0219'6.1 MI SE FROM FRANKLIN.
 RV0219'6.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0219'CROSSING AT FRANKLIN, NORTH AND ACROSS THE TRACK FROM THE FOURTH POLE
 RV0219'WEST OF MILEPOST 63, AT A JOG IN THE FENCE, 134 FEET NORTH OF THE
 RV0219'NORTH RAIL, 61 FEET SOUTH OF A FENCE CORNER, 36 FEET NORTH OF A FENCE
 RV0219'CORNER, 2.0 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST,
 RV0219'ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RV0219'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1276 ***********************************************************************
 SS1276  DESIGNATION -  H 430
 SS1276  PID         -  SS1276
 SS1276  STATE/COUNTY-  MT/CASCADE
 SS1276  USGS QUAD   -  VAUGHN (1994)
 SS1276
 SS1276                         *CURRENT SURVEY CONTROL
 SS1276  ___________________________________________________________________
 SS1276* NAD 83(1986)-  47 34 44.     (N)    111 33 04.     (W)     SCALED    
 SS1276* NAVD 88     -      1031.845  (meters)    3385.31   (feet)  ADJUSTED  
 SS1276  ___________________________________________________________________
 SS1276  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS1276  DYNAMIC HT  -        1031.790 (meters)    3385.13  (feet)  COMP
 SS1276  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 SS1276
 SS1276  VERT ORDER  -  FIRST     CLASS II
 SS1276
 SS1276.The horizontal coordinates were scaled from a topographic map and have
 SS1276.an estimated accuracy of +/- 6 seconds.
 SS1276
 SS1276.The orthometric height was determined by differential leveling
 SS1276.and adjusted by the National Geodetic Survey in June 1991..
 SS1276
 SS1276.The geoid height was determined by GEOID03.
 SS1276
 SS1276.The dynamic height is computed by dividing the NAVD 88
 SS1276.geopotential number by the normal gravity value computed on the
 SS1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1276.degrees latitude (g = 980.6199 gals.).
 SS1276
 SS1276.The modeled gravity was interpolated from observed gravity values.
 SS1276
 SS1276;                    North         East    Units  Estimated Accuracy
 SS1276;SPC MT       -   371,920.      445,800.      MT  (+/- 180 meters Scaled)
 SS1276
 SS1276                          SUPERSEDED SURVEY CONTROL
 SS1276
 SS1276.No superseded survey control is available for this station.
 SS1276
 SS1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT585696(NAD 83)
 SS1276_MARKER: DB = BENCH MARK DISK
 SS1276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1276_SP_SET: STAINLESS STEEL ROD
 SS1276_STAMPING: H 430 1979
 SS1276_PROJECTION: FLUSH
 SS1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1276_ROD/PIPE-DEPTH: 6.10 meters
 SS1276
 SS1276  HISTORY     - Date     Condition        Report By
 SS1276  HISTORY     - 1979     MONUMENTED       NGS
 SS1276
 SS1276                          STATION DESCRIPTION
 SS1276
 SS1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1276'1.6 MI NORTH FROM VAUGHN.
 SS1276'1.6 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE U.S. HIGHWAY
 SS1276'89 AND EXIT 290 OVERPASS LEADING INTO VAUGHN, 0.1 MILE SOUTHEAST OF
 SS1276'INTERSTATE MILE MARKER NUMBER 291, 141.5 FEET SOUTHWEST OF AND ACROSS
 SS1276'OLD U.S. HIGHWAY 91 FROM THE CENTERLINE OF THE SOUTH BOUND LANES
 SS1276'OF THE INTERSTATE HIGHWAY, 60.3 FEET SOUTHWEST OF THE CENTERLINE OF
 SS1276'OLD U.S. HIGHWAY 91, AND 20.8 FEET SOUTHWEST OF POWER POLE 15/48.
 SS1276'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 SS1276'THE MARK IS ABOVE LEVEL WITH THE OLD US HIGHWAY 91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0407 ***********************************************************************
 TL0407  DESIGNATION -  H 431
 TL0407  PID         -  TL0407
 TL0407  STATE/COUNTY-  MT/TOOLE
 TL0407  USGS QUAD   -  SUNBURST (1986)
 TL0407
 TL0407                         *CURRENT SURVEY CONTROL
 TL0407  ___________________________________________________________________
 TL0407* NAD 83(1986)-  48 55 41.     (N)    111 55 36.     (W)     SCALED    
 TL0407* NAVD 88     -      1031.133  (meters)    3382.98   (feet)  ADJUSTED  
 TL0407  ___________________________________________________________________
 TL0407  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 TL0407  DYNAMIC HT  -        1031.238 (meters)    3383.32  (feet)  COMP
 TL0407  MODELED GRAV-     980,676.6   (mgal)                       NAVD 88
 TL0407
 TL0407  VERT ORDER  -  FIRST     CLASS II
 TL0407
 TL0407.The horizontal coordinates were scaled from a topographic map and have
 TL0407.an estimated accuracy of +/- 6 seconds.
 TL0407
 TL0407.The orthometric height was determined by differential leveling
 TL0407.and adjusted by the National Geodetic Survey in June 1991..
 TL0407
 TL0407.The geoid height was determined by GEOID03.
 TL0407
 TL0407.The dynamic height is computed by dividing the NAVD 88
 TL0407.geopotential number by the normal gravity value computed on the
 TL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0407.degrees latitude (g = 980.6199 gals.).
 TL0407
 TL0407.The modeled gravity was interpolated from observed gravity values.
 TL0407
 TL0407;                    North         East    Units  Estimated Accuracy
 TL0407;SPC MT       -   522,620.      422,220.      MT  (+/- 180 meters Scaled)
 TL0407
 TL0407                          SUPERSEDED SURVEY CONTROL
 TL0407
 TL0407.No superseded survey control is available for this station.
 TL0407
 TL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV321198(NAD 83)
 TL0407_MARKER: DB = BENCH MARK DISK
 TL0407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0407_SP_SET: STAINLESS STEEL ROD
 TL0407_STAMPING: H 431 1978
 TL0407_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0407_ROD/PIPE-DEPTH: 4.88 meters
 TL0407
 TL0407  HISTORY     - Date     Condition        Report By
 TL0407  HISTORY     - 1978     MONUMENTED       NGS
 TL0407
 TL0407                          STATION DESCRIPTION
 TL0407
 TL0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0407'5.3 MI SOUTH FROM SWEETGRASS.
 TL0407'5.3 MILES SOUTH ALONG INTERSTATE 15 FROM THE UNITED STATES-CANADA
 TL0407'BORDER IN SWEETGRASS.  AT MILE POST 393, APPROXIMATELY IN THE CENTER
 TL0407'OF A LONG CUT, 196 FEET NORTHWEST OF MILE POST 393, 97 FEET WEST OF
 TL0407'THE CENTERLINE OF THE SOUTH BOUND LANES OF INTERSTATE 15, 2.3 FEET
 TL0407'SOUTH OF MONTANA STATE HIGHWAY MARKER 1590, AND 1.5 FEET EAST OF THE
 TL0407'WEST RIGHT OF WAY FENCE.  DISK IS LEVEL WITH THE GROUND, ACCESS TO
 TL0407'WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0407'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TL0407'THE MARK IS 3 FT ABOVE INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0367 ***********************************************************************
 TL0367  DESIGNATION -  H 432
 TL0367  PID         -  TL0367
 TL0367  STATE/COUNTY-  MT/TOOLE
 TL0367  USGS QUAD   -  SHELBY (1986)
 TL0367
 TL0367                         *CURRENT SURVEY CONTROL
 TL0367  ___________________________________________________________________
 TL0367* NAD 83(1986)-  48 36 37.     (N)    111 51 46.     (W)     SCALED    
 TL0367* NAVD 88     -      1087.849  (meters)    3569.05   (feet)  ADJUSTED  
 TL0367  ___________________________________________________________________
 TL0367  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 TL0367  DYNAMIC HT  -        1087.928 (meters)    3569.31  (feet)  COMP
 TL0367  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 TL0367
 TL0367  VERT ORDER  -  FIRST     CLASS II
 TL0367
 TL0367.The horizontal coordinates were scaled from a topographic map and have
 TL0367.an estimated accuracy of +/- 6 seconds.
 TL0367
 TL0367.The orthometric height was determined by differential leveling
 TL0367.and adjusted by the National Geodetic Survey in June 1991..
 TL0367
 TL0367.The geoid height was determined by GEOID03.
 TL0367
 TL0367.The dynamic height is computed by dividing the NAVD 88
 TL0367.geopotential number by the normal gravity value computed on the
 TL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0367.degrees latitude (g = 980.6199 gals.).
 TL0367
 TL0367.The modeled gravity was interpolated from observed gravity values.
 TL0367
 TL0367;                    North         East    Units  Estimated Accuracy
 TL0367;SPC MT       -   487,160.      425,830.      MT  (+/- 180 meters Scaled)
 TL0367
 TL0367                          SUPERSEDED SURVEY CONTROL
 TL0367
 TL0367.No superseded survey control is available for this station.
 TL0367
 TL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU364844(NAD 83)
 TL0367_MARKER: DB = BENCH MARK DISK
 TL0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0367_SP_SET: STAINLESS STEEL ROD
 TL0367_STAMPING: H 432 1978
 TL0367_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0367_ROD/PIPE-DEPTH: 3.66 meters
 TL0367
 TL0367  HISTORY     - Date     Condition        Report By
 TL0367  HISTORY     - 1978     MONUMENTED       NGS
 TL0367
 TL0367                          STATION DESCRIPTION
 TL0367
 TL0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0367'6.8 MI NORTH FROM SHELBY.
 TL0367'6.8 MILES NORTH ALONG INTERSTATE 15 FROM ITS INTERSECTION WITH
 TL0367'U.S. HIGHWAY 2 IN SHELBY, 0.3 MILE NORTH OF MILE POST 370, AT THE
 TL0367'NORTHWEST CORNER OF AN INTERSECTION WITH A DIRT CROSSROAD, IN LINE
 TL0367'WITH A ROW OF POWER LINE POLES, 15 FEET ABOVE THE CENTERLINE OF
 TL0367'INTERSTATE 15, 98 FEET WEST OF THE CENTERLINE OF INTERSTATE 15, 49
 TL0367'FEET NORTH OF THE DIRT ROAD,  2.5
 TL0367'FEET NORTH OF A POWER LINE POLE, 2 FEET WEST OF A RIGHT OF WAY FENCE,
 TL0367'AND 3 FEET SOUTH OF A WITNESS POST.  DISK IS LEVEL WITH THE GROUND,
 TL0367'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0367'THE MARK IS 3 FT  S FROM A WITNESS POST.
 TL0367'THE MARK IS 15 FT ABOVE INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0374 ***********************************************************************
 TL0374  DESIGNATION -  H 433
 TL0374  PID         -  TL0374
 TL0374  STATE/COUNTY-  MT/TOOLE
 TL0374  USGS QUAD   -  OILMONT (1986)
 TL0374
 TL0374                         *CURRENT SURVEY CONTROL
 TL0374  ___________________________________________________________________
 TL0374* NAD 83(1986)-  48 39 36.     (N)    111 51 31.     (W)     SCALED    
 TL0374* NAVD 88     -      1047.536  (meters)    3436.79   (feet)  ADJUSTED  
 TL0374  ___________________________________________________________________
 TL0374  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 TL0374  DYNAMIC HT  -        1047.620 (meters)    3437.07  (feet)  COMP
 TL0374  MODELED GRAV-     980,653.8   (mgal)                       NAVD 88
 TL0374  OBS GRAVITY -     980,654.5   (mgal)                       GRAV_OBS
 TL0374
 TL0374  VERT ORDER  -  FIRST     CLASS II
 TL0374
 TL0374.The horizontal coordinates were scaled from a topographic map and have
 TL0374.an estimated accuracy of +/- 6 seconds.
 TL0374
 TL0374.The orthometric height was determined by differential leveling
 TL0374.and adjusted by the National Geodetic Survey in June 1991..
 TL0374
 TL0374.The geoid height was determined by GEOID03.
 TL0374
 TL0374.The dynamic height is computed by dividing the NAVD 88
 TL0374.geopotential number by the normal gravity value computed on the
 TL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0374.degrees latitude (g = 980.6199 gals.).
 TL0374
 TL0374.The modeled gravity was interpolated from observed gravity values.
 TL0374.The observed gravity was obtained from relative gravimeter ties
 TL0374.to the IGSN71 gravity network.
 TL0374
 TL0374;                    North         East    Units  Estimated Accuracy
 TL0374;SPC MT       -   492,680.      426,300.      MT  (+/- 180 meters Scaled)
 TL0374
 TL0374                          SUPERSEDED SURVEY CONTROL
 TL0374
 TL0374.No superseded survey control is available for this station.
 TL0374
 TL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU367900(NAD 83)
 TL0374_MARKER: I = METAL ROD
 TL0374_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TL0374_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TL0374_STAMPING: H 433 1979
 TL0374_PROJECTION: FLUSH
 TL0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TL0374+STABILITY: POSITION/ELEVATION WELL
 TL0374_ROD/PIPE-DEPTH: 13.1 meters
 TL0374_SLEEVE-DEPTH  : 12.2 meters
 TL0374
 TL0374  HISTORY     - Date     Condition        Report By
 TL0374  HISTORY     - 1979     MONUMENTED       NGS
 TL0374
 TL0374                          STATION DESCRIPTION
 TL0374
 TL0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0374'10.3 MI NORTH FROM SHELBY.
 TL0374'10.3 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE JUNCTION OF
 TL0374'U. S. HIGHWAY 2 IN SHELBY, 165 FEET NORTH OF THE CENTER OF A DIRT
 TL0374'ROAD LEADING WEST, 95 FEET WEST OF THE CENTER OF THE SOUTH BOUND
 TL0374'LANES OF THE HIGHWAY, 4.5 FEET EAST OF A UTILITY POLE AND 3 FEET
 TL0374'EAST OF A RIGHT-OF-WAY FENCE.
 TL0374'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TL0374'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH8964 ***********************************************************************
 DH8964  DESIGNATION -  H 434 RESET
 DH8964  PID         -  DH8964
 DH8964  STATE/COUNTY-  MT/LIBERTY
 DH8964  USGS QUAD   -  LOTHAIR (1970)
 DH8964
 DH8964                         *CURRENT SURVEY CONTROL
 DH8964  ___________________________________________________________________
 DH8964* NAD 83(1986)-  48 28 37.     (N)    111 12 53.     (W)     SCALED    
 DH8964* NAVD 88     -      1004.43   (meters)    3295.4    (feet)  RESET     
 DH8964  ___________________________________________________________________
 DH8964  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 DH8964
 DH8964  VERT ORDER  -  THIRD
 DH8964
 DH8964.The horizontal coordinates were scaled from a topographic map and have
 DH8964.an estimated accuracy of +/- 6 seconds.
 DH8964
 DH8964.The orthometric height was computed from unverified reset data.
 DH8964.No vertical observational check was made to the station.
 DH8964
 DH8964.The geoid height was determined by GEOID03.
 DH8964
 DH8964;                    North         East    Units  Estimated Accuracy
 DH8964;SPC MT       -   471,100.      473,270.      MT  (+/- 180 meters Scaled)
 DH8964
 DH8964                          SUPERSEDED SURVEY CONTROL
 DH8964
 DH8964.No superseded survey control is available for this station.
 DH8964
 DH8964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU841693(NAD 83)
 DH8964_MARKER: F = FLANGE-ENCASED ROD
 DH8964_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8964_STAMPING: H 434 RESET 2005
 DH8964_MARK LOGO: NGS   
 DH8964_PROJECTION: FLUSH
 DH8964_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8964_ROD/PIPE-DEPTH: 6.4  meters
 DH8964
 DH8964  HISTORY     - Date     Condition        Report By
 DH8964  HISTORY     - 2005     MONUMENTED       MTDOT
 DH8964
 DH8964                          STATION DESCRIPTION
 DH8964
 DH8964'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2005 (DB)
 DH8964'12.1 MILES (19.5 KM) WEST ALONG US HIGHWAY 2 FROM THE RAILROAD STATION
 DH8964'IN CHESTER, 1.0 MILE (1.6 KM) EAST OF A GRAVELED ROAD LEADING NORTH TO
 DH8964'LOTHAIR, 90.5 FEET (27.6 M) NORTH OF US HIGHWAY 2 CENTERLINE, 60.0
 DH8964'FEET (18.3 M) SOUTH OF SOUTH RAIL ON BURLINGTON NORTHERN SANTA FE RAIL
 DH8964'LINE, 13.3 FEET (4.1 M) EAST OF A POWER POLE THAT HAS A GUY LINE SOUTH
 DH8964'OF THE POLE.  RODS DRIVEN TO 21.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1259 ***********************************************************************
 SS1259  DESIGNATION -  H 435
 SS1259  PID         -  SS1259
 SS1259  STATE/COUNTY-  MT/CASCADE
 SS1259  USGS QUAD   -  HARDY (1961)
 SS1259
 SS1259                         *CURRENT SURVEY CONTROL
 SS1259  ___________________________________________________________________
 SS1259* NAD 83(1986)-  47 09 09.     (N)    111 50 12.     (W)     SCALED    
 SS1259* NAVD 88     -      1044.207  (meters)    3425.87   (feet)  ADJUSTED  
 SS1259  ___________________________________________________________________
 SS1259  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS1259  DYNAMIC HT  -        1044.069 (meters)    3425.42  (feet)  COMP
 SS1259  MODELED GRAV-     980,446.1   (mgal)                       NAVD 88
 SS1259
 SS1259  VERT ORDER  -  FIRST     CLASS II
 SS1259
 SS1259.The horizontal coordinates were scaled from a topographic map and have
 SS1259.an estimated accuracy of +/- 6 seconds.
 SS1259
 SS1259.The orthometric height was determined by differential leveling
 SS1259.and adjusted by the National Geodetic Survey in June 1991..
 SS1259
 SS1259.The geoid height was determined by GEOID03.
 SS1259
 SS1259.The dynamic height is computed by dividing the NAVD 88
 SS1259.geopotential number by the normal gravity value computed on the
 SS1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1259.degrees latitude (g = 980.6199 gals.).
 SS1259
 SS1259.The modeled gravity was interpolated from observed gravity values.
 SS1259
 SS1259;                    North         East    Units  Estimated Accuracy
 SS1259;SPC MT       -   325,160.      422,920.      MT  (+/- 180 meters Scaled)
 SS1259
 SS1259                          SUPERSEDED SURVEY CONTROL
 SS1259
 SS1259.No superseded survey control is available for this station.
 SS1259
 SS1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT365224(NAD 83)
 SS1259_MARKER: DB = BENCH MARK DISK
 SS1259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SS1259_SP_SET: CONCRETE BRIDGE COLUMN
 SS1259_STAMPING: H 435 1979
 SS1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1259
 SS1259  HISTORY     - Date     Condition        Report By
 SS1259  HISTORY     - 1979     MONUMENTED       NGS
 SS1259
 SS1259                          STATION DESCRIPTION
 SS1259
 SS1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1259'9.4 MI NE FROM CRAIG.
 SS1259'9.4 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT 234
 SS1259'OVERPASS IN CRAIG, SET VERTICALLY IN THE SOUTH FACE OF THE NORTHWEST
 SS1259'COLUMN, 24.8 FEET NORTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 SS1259'THE HIGHWAY.
 SS1259'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0792 ***********************************************************************
 RX0792  DESIGNATION -  H 436
 RX0792  PID         -  RX0792
 RX0792  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0792  USGS QUAD   -  SHEEP CREEK (1979)
 RX0792
 RX0792                         *CURRENT SURVEY CONTROL
 RX0792  ___________________________________________________________________
 RX0792* NAD 83(1986)-  46 55 49.     (N)    112 07 22.     (W)     SCALED    
 RX0792* NAVD 88     -      1165.079  (meters)    3822.43   (feet)  ADJUSTED  
 RX0792  ___________________________________________________________________
 RX0792  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 RX0792  DYNAMIC HT  -        1164.883 (meters)    3821.79  (feet)  COMP
 RX0792  MODELED GRAV-     980,405.7   (mgal)                       NAVD 88
 RX0792
 RX0792  VERT ORDER  -  FIRST     CLASS II
 RX0792
 RX0792.The horizontal coordinates were scaled from a topographic map and have
 RX0792.an estimated accuracy of +/- 6 seconds.
 RX0792
 RX0792.The orthometric height was determined by differential leveling
 RX0792.and adjusted by the National Geodetic Survey in June 1991..
 RX0792
 RX0792.The geoid height was determined by GEOID03.
 RX0792
 RX0792.The dynamic height is computed by dividing the NAVD 88
 RX0792.geopotential number by the normal gravity value computed on the
 RX0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0792.degrees latitude (g = 980.6199 gals.).
 RX0792
 RX0792.The modeled gravity was interpolated from observed gravity values.
 RX0792
 RX0792;                    North         East    Units  Estimated Accuracy
 RX0792;SPC MT       -   301,170.      400,420.      MT  (+/- 180 meters Scaled)
 RX0792
 RX0792                          SUPERSEDED SURVEY CONTROL
 RX0792
 RX0792.No superseded survey control is available for this station.
 RX0792
 RX0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS145980(NAD 83)
 RX0792_MARKER: DB = BENCH MARK DISK
 RX0792_SETTING: 66 = SET IN ROCK OUTCROP
 RX0792_SP_SET: ROCK OUTCROP
 RX0792_STAMPING: H 436 1979
 RX0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0792+STABILITY: POSITION/ELEVATION WELL
 RX0792
 RX0792  HISTORY     - Date     Condition        Report By
 RX0792  HISTORY     - 1979     MONUMENTED       NGS
 RX0792
 RX0792                          STATION DESCRIPTION
 RX0792
 RX0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0792'7.0 MI SOUTH FROM WOLF CREEK.
 RX0792'7.0 MILES SOUTH ALONG OLD U.S. HIGHWAY 91 FROM THE BRIDGE ACROSS
 RX0792'LITTLE PRICKLY PEAR CREEK IN WOLF CREEK, SET ACROSS THE HIGHWAY FROM
 RX0792'A PICNIC AREA ON THE SOUTH SIDE OF THE HIGHWAY, 65.2 FEET NORTH OF
 RX0792'THE CENTERLINE OF THE HIGHWAY, 17.6 FEET NORTHWEST OF TELEPHONE POLE
 RX0792'NUMBER 9 1/2, AND 27.6 FEET NORTHEAST OF THE CENTERLINE OF A ROCK
 RX0792'ROAD LEADING NORTHWEST.
 RX0792'THE MARK IS 3.2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0460 ***********************************************************************
 RW0460  DESIGNATION -  H 437
 RW0460  PID         -  RW0460
 RW0460  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0460  USGS QUAD   -  EAST HELENA (1985)
 RW0460
 RW0460                         *CURRENT SURVEY CONTROL
 RW0460  ___________________________________________________________________
 RW0460* NAD 83(1986)-  46 34 18.     (N)    111 58 17.     (W)     SCALED    
 RW0460* NAVD 88     -      1265.595  (meters)    4152.21   (feet)  ADJUSTED  
 RW0460  ___________________________________________________________________
 RW0460  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RW0460  DYNAMIC HT  -        1265.308 (meters)    4151.26  (feet)  COMP
 RW0460  MODELED GRAV-     980,343.5   (mgal)                       NAVD 88
 RW0460
 RW0460  VERT ORDER  -  FIRST     CLASS II
 RW0460
 RW0460.The horizontal coordinates were scaled from a topographic map and have
 RW0460.an estimated accuracy of +/- 6 seconds.
 RW0460
 RW0460.The orthometric height was determined by differential leveling
 RW0460.and adjusted by the National Geodetic Survey in June 1991..
 RW0460
 RW0460.The geoid height was determined by GEOID03.
 RW0460
 RW0460.The dynamic height is computed by dividing the NAVD 88
 RW0460.geopotential number by the normal gravity value computed on the
 RW0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0460.degrees latitude (g = 980.6199 gals.).
 RW0460
 RW0460.The modeled gravity was interpolated from observed gravity values.
 RW0460
 RW0460;                    North         East    Units  Estimated Accuracy
 RW0460;SPC MT       -   260,980.      410,680.      MT  (+/- 180 meters Scaled)
 RW0460
 RW0460                          SUPERSEDED SURVEY CONTROL
 RW0460
 RW0460.No superseded survey control is available for this station.
 RW0460
 RW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS255580(NAD 83)
 RW0460_MARKER: DB = BENCH MARK DISK
 RW0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RW0460_SP_SET: STAINLESS STEEL ROD
 RW0460_STAMPING: H 437 1979
 RW0460_PROJECTION: FLUSH
 RW0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0460_ROD/PIPE-DEPTH: 3.05 meters
 RW0460
 RW0460  HISTORY     - Date     Condition        Report By
 RW0460  HISTORY     - 1979     MONUMENTED       NGS
 RW0460
 RW0460                          STATION DESCRIPTION
 RW0460
 RW0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RW0460'1.8 MI SOUTH FROM HELENA.
 RW0460'1.85 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM U.S. HIGHWAYS 12
 RW0460'AND 287 OVERPASS IN HELENA, 93 FEET WEST OF THE
 RW0460'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 7 FEET NORTH OF
 RW0460'A TELEPHONE JUNCTION BOX, AND 1.4 FEET EAST OF A FENCE.  NOTE=REFUSAL
 RW0460'WAS REACHED AT 10 FEET, ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW
 RW0460'PLUG.
 RW0460'THE MARK IS 1.4 FT  N FROM A WITNESS POST.
 RW0460'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0445 ***********************************************************************
 TJ0445  DESIGNATION -  H 438
 TJ0445  PID         -  TJ0445
 TJ0445  STATE/COUNTY-  MT/PHILLIPS
 TJ0445  USGS QUAD   -  LORING (1984)
 TJ0445
 TJ0445                         *CURRENT SURVEY CONTROL
 TJ0445  ___________________________________________________________________
 TJ0445* NAD 83(1986)-  48 52 15.     (N)    107 48 41.     (W)     SCALED    
 TJ0445* NAVD 88     -       776.957  (meters)    2549.07   (feet)  ADJUSTED  
 TJ0445  ___________________________________________________________________
 TJ0445  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TJ0445  DYNAMIC HT  -         777.074 (meters)    2549.45  (feet)  COMP
 TJ0445  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 TJ0445
 TJ0445  VERT ORDER  -  FIRST     CLASS II
 TJ0445
 TJ0445.The horizontal coordinates were scaled from a topographic map and have
 TJ0445.an estimated accuracy of +/- 6 seconds.
 TJ0445
 TJ0445.The orthometric height was determined by differential leveling
 TJ0445.and adjusted by the National Geodetic Survey in June 1991..
 TJ0445
 TJ0445.The geoid height was determined by GEOID03.
 TJ0445
 TJ0445.The dynamic height is computed by dividing the NAVD 88
 TJ0445.geopotential number by the normal gravity value computed on the
 TJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0445.degrees latitude (g = 980.6199 gals.).
 TJ0445
 TJ0445.The modeled gravity was interpolated from observed gravity values.
 TJ0445
 TJ0445;                    North         East    Units  Estimated Accuracy
 TJ0445;SPC MT       -   514,840.      723,860.      MT  (+/- 180 meters Scaled)
 TJ0445
 TJ0445                          SUPERSEDED SURVEY CONTROL
 TJ0445
 TJ0445.No superseded survey control is available for this station.
 TJ0445
 TJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ938169(NAD 83)
 TJ0445_MARKER: DB = BENCH MARK DISK
 TJ0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0445_SP_SET: STAINLESS STEEL ROD
 TJ0445_STAMPING: H 438 1979
 TJ0445_PROJECTION: FLUSH
 TJ0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0445_ROD/PIPE-DEPTH: 7.62 meters
 TJ0445
 TJ0445  HISTORY     - Date     Condition        Report By
 TJ0445  HISTORY     - 1979     MONUMENTED       NGS
 TJ0445
 TJ0445                          STATION DESCRIPTION
 TJ0445
 TJ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0445'9.0 MI SOUTH FROM PORT OF MORGAN.
 TJ0445'9.0 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE U.S.-CANADIAN BORDER
 TJ0445'IN PORT OF MORGAN, OR, 6.5 MILES NORTH ALONG HIGHWAY 242 FROM THE
 TJ0445'POST OFFINCE IN LORING, SET ON TOP OF A CUT BANK, 175 FEET SOUTHEAST
 TJ0445'OF MILE POST 44, AND 100 FEET EAST OF THE CENTER OF THE ROAD.
 TJ0445'NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0445'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TJ0445'THE MARK IS 20 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0417 ***********************************************************************
 TJ0417  DESIGNATION -  H 439
 TJ0417  PID         -  TJ0417
 TJ0417  STATE/COUNTY-  MT/PHILLIPS
 TJ0417  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0417
 TJ0417                         *CURRENT SURVEY CONTROL
 TJ0417  ___________________________________________________________________
 TJ0417* NAD 83(1986)-  48 38 24.     (N)    107 43 48.     (W)     SCALED    
 TJ0417* NAVD 88     -       804.117  (meters)    2638.17   (feet)  ADJUSTED  
 TJ0417  ___________________________________________________________________
 TJ0417  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0417  DYNAMIC HT  -         804.215 (meters)    2638.50  (feet)  COMP
 TJ0417  MODELED GRAV-     980,706.3   (mgal)                       NAVD 88
 TJ0417
 TJ0417  VERT ORDER  -  FIRST     CLASS II
 TJ0417
 TJ0417.The horizontal coordinates were scaled from a topographic map and have
 TJ0417.an estimated accuracy of +/- 6 seconds.
 TJ0417
 TJ0417.The orthometric height was determined by differential leveling
 TJ0417.and adjusted by the National Geodetic Survey in June 1991..
 TJ0417
 TJ0417.The geoid height was determined by GEOID03.
 TJ0417
 TJ0417.The dynamic height is computed by dividing the NAVD 88
 TJ0417.geopotential number by the normal gravity value computed on the
 TJ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0417.degrees latitude (g = 980.6199 gals.).
 TJ0417
 TJ0417.The modeled gravity was interpolated from observed gravity values.
 TJ0417
 TJ0417;                    North         East    Units  Estimated Accuracy
 TJ0417;SPC MT       -   489,310.      730,410.      MT  (+/- 180 meters Scaled)
 TJ0417
 TJ0417                          SUPERSEDED SURVEY CONTROL
 TJ0417
 TJ0417.No superseded survey control is available for this station.
 TJ0417
 TJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP988910(NAD 83)
 TJ0417_MARKER: DB = BENCH MARK DISK
 TJ0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0417_SP_SET: STAINLESS STEEL ROD
 TJ0417_STAMPING: H 439 1979
 TJ0417_PROJECTION: FLUSH
 TJ0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0417_ROD/PIPE-DEPTH: 3.05 meters
 TJ0417
 TJ0417  HISTORY     - Date     Condition        Report By
 TJ0417  HISTORY     - 1979     MONUMENTED       NGS
 TJ0417
 TJ0417                          STATION DESCRIPTION
 TJ0417
 TJ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0417'22.0 MI NORTH FROM MALTA.
 TJ0417'22.0 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0417'HIGHWAY 2 IN MALTA, 1.0 MILE SOUTH OF A GRAVEL ROAD LEADING NORTHEAST
 TJ0417'TO WHITEWATER, AT MILE POST 22, 115 FEET SOUTHEAST OF MILE POST 22,
 TJ0417'62 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 2 FEET WEST OF A WIRE
 TJ0417'FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0417'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TJ0417'THE MARK IS 4 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0184 ***********************************************************************
 QW0184  DESIGNATION -  H 44
 QW0184  PID         -  QW0184
 QW0184  STATE/COUNTY-  MT/YELLOWSTONE
 QW0184  USGS QUAD   -  RIMROCK (1956)
 QW0184
 QW0184                         *CURRENT SURVEY CONTROL
 QW0184  ___________________________________________________________________
 QW0184* NAD 83(1999)-  45 51 29.93309(N)    108 39 11.87863(W)     ADJUSTED  
 QW0184* NAVD 88     -      1105.292  (meters)    3626.28   (feet)  ADJUSTED  
 QW0184  ___________________________________________________________________
 QW0184  X           -  -1,423,418.250 (meters)                     COMP
 QW0184  Y           -  -4,216,622.044 (meters)                     COMP
 QW0184  Z           -   4,555,077.636 (meters)                     COMP
 QW0184  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 QW0184  ELLIP HEIGHT-        1092.20  (meters)          (04/09/03) GPS OBS
 QW0184  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 QW0184  DYNAMIC HT  -        1105.057 (meters)    3625.51  (feet)  COMP
 QW0184  MODELED GRAV-     980,364.5   (mgal)                       NAVD 88
 QW0184
 QW0184  HORZ ORDER  -  FIRST
 QW0184  VERT ORDER  -  FIRST     CLASS II
 QW0184  ELLP ORDER  -  FOURTH    CLASS II
 QW0184
 QW0184.The horizontal coordinates were established by GPS observations
 QW0184.and adjusted by the National Geodetic Survey in April 2003..
 QW0184.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0184.DATUM ITEM on the data sheet items page.
 QW0184
 QW0184.The orthometric height was determined by differential leveling
 QW0184.and adjusted by the National Geodetic Survey in June 1991..
 QW0184
 QW0184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0184
 QW0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0184
 QW0184.The ellipsoidal height was determined by GPS observations
 QW0184.and is referenced to NAD 83.
 QW0184
 QW0184.The geoid height was determined by GEOID03.
 QW0184
 QW0184.The dynamic height is computed by dividing the NAVD 88
 QW0184.geopotential number by the normal gravity value computed on the
 QW0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0184.degrees latitude (g = 980.6199 gals.).
 QW0184
 QW0184.The modeled gravity was interpolated from observed gravity values.
 QW0184
 QW0184;                    North         East     Units Scale Factor Converg.
 QW0184;SPC MT       -   179,091.759   665,727.397   MT  0.99959341   +0 37 09.7
 QW0184;SPC MT       -   587,571.39  2,184,145.00   iFT  0.99959341   +0 37 09.7
 QW0184;UTM  12      - 5,080,983.431   682,172.226   MT  1.00000800   +1 41 04.2
 QW0184
 QW0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0184!SPC MT       -   0.99982880  x   0.99959341  =   0.99942228
 QW0184!UTM  12      -   0.99982880  x   1.00000800  =   0.99983680
 QW0184
 QW0184                          SUPERSEDED SURVEY CONTROL
 QW0184
 QW0184  NAVD 88 (04/09/03) 1105.29   (m)         3626.3    (f) LEVELING    3  
 QW0184  NGVD 29 (??/??/92) 1104.472  (m)         3623.59   (f) ADJ UNCH    1 2
 QW0184
 QW0184.Superseded values are not recommended for survey control.
 QW0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0184.See file dsdata.txt to determine how the superseded data were derived.
 QW0184
 QW0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8217280983(NAD 83)
 QW0184_MARKER: DB = BENCH MARK DISK
 QW0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0184_STAMPING: H 44 1931
 QW0184_MARK LOGO: CGS   
 QW0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0184+STABILITY: SURFACE MOTION
 QW0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0184+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2003
 QW0184
 QW0184  HISTORY     - Date     Condition        Report By
 QW0184  HISTORY     - 1931     MONUMENTED       CGS
 QW0184  HISTORY     - 1962     GOOD             NGS
 QW0184  HISTORY     - 20030210 GOOD             INDIV
 QW0184
 QW0184                          STATION DESCRIPTION
 QW0184
 QW0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QW0184'6.55 MI S FROM ACTON.
 QW0184'6.55 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE OCCIDENT
 QW0184'ELEVATOR AT ACTON, 0.15 MILE NORTH OF THE CROSSING OF A ROAD, 210 FEET
 QW0184'SOUTHEAST OF MILEPOST 15, 97 FEET EAST OF THE EAST RAIL, 1.4 FEET WEST
 QW0184'OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 QW0184'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 QW0184'THE GROUND.
 QW0184
 QW0184                          STATION RECOVERY (2003)
 QW0184
 QW0184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DEM)
 QW0184'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 6, T1N,
 QW0184'R26E, AND IS 6.87 MI (11.2
 QW0184'KM) NORTHWEST OF THE INTERSECTION OF MONTANA HIGHWAY 3, NORTH 27TH
 QW0184'STREET AND
 QW0184'AIRPORT ROAD NEAR THE ENTRANCE OF BILLINGS LOGAN INTERNATIONAL
 QW0184'AIRPORT. OWNERSHIP -
 QW0184'BURLINGTON NORTHERN SANTE FE RAILROAD.
 QW0184' 
 QW0184'ACCESS ON A TRACK ROAD IS THROUGH PRIVATE PROPERTY.  OWNER HAS GATE
 QW0184'LOCKED AND
 QW0184'POSTED.  FOR ACCESS CALL ED BROWN.
 QW0184' 
 QW0184'TO REACH THE STATION FROM THE INTERSECTION OF MONTANA STATE HIGHWAY 3,
 QW0184'NORTH 27TH
 QW0184'STREET, AND AIRPORT ROAD NEAR THE ENTRANCE OF BILLINGS LOGAN
 QW0184'INTERNATIONAL AIRPORT, GO
 QW0184'NORTHWEST ON MONTANA HIGHWAY 3 FOR 7.8 MI (12.6 KM) TO THE
 QW0184'INTERSECTION WITH ALKALI
 QW0184'CREEK ROAD TO THE EAST AND SHOREY ROAD TO THE WEST.   TURN LEFT, WEST,
 QW0184'ON SHOREY ROAD
 QW0184'FOR 350 FT (106.7 M) TO GATE IN AN EAST-WEST FENCE ON RIGHT.  CONTINUE
 QW0184'THROUGH GATE,
 QW0184'NORTH-NORTHWEST, ON A TRACK ROAD FOR 0.14 MI (0.2 KM) AND THEN WEST ON
 QW0184'TRACK ROAD FOR 80
 QW0184'FT (24.4 M) TO STATION.
 QW0184' 
 QW0184'THE STATION IS 97 FT (29.5 M) EAST OF THE EAST RAIL OF BURLINGTON
 QW0184'NORTHERN SANTE FE
 QW0184'RAILROAD (BNSF), 210 FT (64.0 M) SOUTHEAST OF RAILROAD MILE POST 15,
 QW0184'12.5 FT (3.81 M) EAST OF A
 QW0184'FENCE AND 0.8 FT (0.24 M) EAST OF A WITNESS POST.
 QW0184' 
 QW0184'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0832 ***********************************************************************
 RX0832  DESIGNATION -  H 440
 RX0832  PID         -  RX0832
 RX0832  STATE/COUNTY-  MT/JEFFERSON
 RX0832  USGS QUAD   -  WICKES (1996)
 RX0832
 RX0832                         *CURRENT SURVEY CONTROL
 RX0832  ___________________________________________________________________
 RX0832* NAD 83(1999)-  46 15 33.11140(N)    112 06 41.25258(W)     ADJUSTED  
 RX0832* NAVD 88     -      1521.550  (meters)    4991.95   (feet)  ADJUSTED  
 RX0832  ___________________________________________________________________
 RX0832  X           -  -1,663,200.853 (meters)                     COMP
 RX0832  Y           -  -4,093,620.878 (meters)                     COMP
 RX0832  Z           -   4,586,304.575 (meters)                     COMP
 RX0832  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 RX0832  ELLIP HEIGHT-        1509.13  (meters)          (05/11/01) GPS OBS
 RX0832  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 RX0832  DYNAMIC HT  -        1521.057 (meters)    4990.33  (feet)  COMP
 RX0832  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 RX0832
 RX0832  HORZ ORDER  -  B
 RX0832  VERT ORDER  -  FIRST     CLASS II
 RX0832  ELLP ORDER  -  FOURTH    CLASS I
 RX0832
 RX0832.The horizontal coordinates were established by GPS observations
 RX0832.and adjusted by the National Geodetic Survey in May 2001..
 RX0832.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RX0832.DATUM ITEM on the data sheet items page.
 RX0832
 RX0832.The orthometric height was determined by differential leveling
 RX0832.and adjusted by the National Geodetic Survey in June 1991..
 RX0832
 RX0832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RX0832
 RX0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0832
 RX0832.The ellipsoidal height was determined by GPS observations
 RX0832.and is referenced to NAD 83.
 RX0832
 RX0832.The geoid height was determined by GEOID03.
 RX0832
 RX0832.The dynamic height is computed by dividing the NAVD 88
 RX0832.geopotential number by the normal gravity value computed on the
 RX0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0832.degrees latitude (g = 980.6199 gals.).
 RX0832
 RX0832.The modeled gravity was interpolated from observed gravity values.
 RX0832
 RX0832;                    North         East     Units Scale Factor Converg.
 RX0832;SPC MT       -   226,629.221   398,796.740   MT  0.99947838   -1 54 37.1
 RX0832;SPC MT       -   743,534.19  1,308,388.25   iFT  0.99947838   -1 54 37.1
 RX0832;UTM  12      - 5,123,447.079   414,340.130   MT  0.99969020   -0 48 11.0
 RX0832
 RX0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0832!SPC MT       -   0.99976348  x   0.99947838  =   0.99924198
 RX0832!UTM  12      -   0.99976348  x   0.99969020  =   0.99945375
 RX0832
 RX0832                          SUPERSEDED SURVEY CONTROL
 RX0832
 RX0832  NAD 83(1992)-  46 15 33.11046(N)    112 06 41.25136(W) AD(       ) B
 RX0832  ELLIP H (06/21/95) 1509.28   (m)                       GP(       ) 2 1
 RX0832  NAVD 88 (06/21/95) 1521.55   (m)         4992.0    (f) LEVELING    3  
 RX0832
 RX0832.Superseded values are not recommended for survey control.
 RX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0832.See file dsdata.txt to determine how the superseded data were derived.
 RX0832
 RX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1434023447(NAD 83)
 RX0832_MARKER: DV = VERTICAL CONTROL DISK
 RX0832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0832_SP_SET: STAINLESS STEEL ROD
 RX0832_STAMPING: H 440 1979
 RX0832_MARK LOGO: NGS   
 RX0832_PROJECTION: FLUSH
 RX0832_MAGNETIC: I = MARKER IS A STEEL ROD
 RX0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0832+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2001
 RX0832_ROD/PIPE-DEPTH: 7.62 meters
 RX0832
 RX0832  HISTORY     - Date     Condition        Report By
 RX0832  HISTORY     - 1979     MONUMENTED       NGS
 RX0832  HISTORY     - 19950112 GOOD             MTDOT
 RX0832  HISTORY     - 19960113 GOOD             MTDOT
 RX0832  HISTORY     - 20010518 GOOD             NGS
 RX0832
 RX0832                          STATION DESCRIPTION
 RX0832
 RX0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0832'0.9 MI NE FROM BOULDER.
 RX0832'0.9 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 164 OVERPASS
 RX0832'IN BOULDER, 143 FEET SOUTH OF A 4X4 INCH BY 2 FOOT HIGH CONCRETE STATE
 RX0832'HIGHWAY STATION MARK NUMBER 170, 128.4 FEET WEST OF THE CENTERLINE OF
 RX0832'THE SOUTH BOUND LANES OF THE HIGHWAY, AND 1.1 FEET EAST OF A FENCE.
 RX0832'NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH SCREW PLUG.
 RX0832'THE MARK IS 3 FT BELOW THE HIGHWAY.
 RX0832
 RX0832                          STATION RECOVERY (1995)
 RX0832
 RX0832'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RX0832'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 RX0832'FOLLOWS.  THE STATION IS LOCATED ALONG THE WEST RIGHT OF WAY OF
 RX0832'INTERSTATE HIGHWAY 15 ABOUT 1.0 MI (1.6 KM) NORTH OF THE BOULDER EXIT
 RX0832'NUMBER 164.  TO REACH FROM THE BOULDER EXIT OF INTERSTATE HIGHWAY 15,
 RX0832'EXIT NUMBER 164, GO NORTH ALONG THE INTERSTATE HIGHWAY 15 FOR 0.9 MI
 RX0832'(1.4 KM) TO THE STATION ON THE LEFT ALONG THE WEST RIGHT OF WAY FENCE.
 RX0832'THE STATION IS 143.0 FT (43.6 M) SOUTH OF HIGHWAY STATION MARKER 170,
 RX0832'128.4 FT (39.1 M) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF THE
 RX0832'HIGHWAY AND 1.1 FT (0.3 M) EAST OF THE WEST RIGHT OF WAY FENCE.
 RX0832
 RX0832                          STATION RECOVERY (1996)
 RX0832
 RX0832'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RX0832'RECOVERED AS DESCRIBED.  A ROD IS FLUSH WITH GROUND.
 RX0832
 RX0832                          STATION RECOVERY (2001)
 RX0832
 RX0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 RX0832'THE STATION IS LOCATED ABOUT 1.45 KM NORTHEAST OF BOULDER ON THE
 RX0832'WEST SIDE OF INTERSTATE HIGHWAY 15  JUST EAST OF THE WEST
 RX0832'RIGHT-OF-WAY FENCE.
 RX0832' 
 RX0832'OWNERSHIP--STATE OF MONTANA.
 RX0832' 
 RX0832'TO REACH THE STATION FROM THE BOULDER EXIT OF INTERSTATE
 RX0832'HIGHWAY 15, EXIT 164, GO NORTH FOR 1.45 KM ON INTERSTATE 15 TO THE
 RX0832'STATION ON THE LEFT NEAR THE FENCE.
 RX0832' 
 RX0832'NOTE--THE DATUM POINT IS THE CENTER OF A CROSS CAST IN THE TOP
 RX0832'CENTER OF A STANDARD BRASS SURVEY DISK CRIMPED TO THE TOP OF A
 RX0832'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 7.62 M, SURROUNDED BY A
 RX0832'4-INCH PVC PIPE WITH A SCREW CAP AND SURROUNDED BY CONCRETE.
 RX0832' 
 RX0832'STATION IS 43.6 M SOUTH OF A CONCRETE HIGHWAY STATION MARKER 170 ,
 RX0832'39.1 M WEST OF THE INTERSTATE'S SOUTH BOUND LANES CENTER, 0.3 M
 RX0832'EAST OF THE FENCE, AND THE STATION IS ABOUT 2.5 M BELOW THE
 RX0832'HIGHWAY LEVEL AND FLUSH WITH THE GROUND SURFACE. BY R.G. HAYES
 RX0832'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0381 ***********************************************************************
 TK0381  DESIGNATION -  H 441
 TK0381  PID         -  TK0381
 TK0381  STATE/COUNTY-  MT/PHILLIPS
 TK0381  USGS QUAD   -  DODSON (1964)
 TK0381
 TK0381                         *CURRENT SURVEY CONTROL
 TK0381  ___________________________________________________________________
 TK0381* NAD 83(1986)-  48 23 16.     (N)    108 11 46.     (W)     SCALED    
 TK0381* NAVD 88     -       696.285  (meters)    2284.39   (feet)  ADJUSTED  
 TK0381  ___________________________________________________________________
 TK0381  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 TK0381  DYNAMIC HT  -         696.355 (meters)    2284.62  (feet)  COMP
 TK0381  MODELED GRAV-     980,690.0   (mgal)                       NAVD 88
 TK0381
 TK0381  VERT ORDER  -  FIRST     CLASS II
 TK0381
 TK0381.The horizontal coordinates were scaled from a topographic map and have
 TK0381.an estimated accuracy of +/- 6 seconds.
 TK0381
 TK0381.The orthometric height was determined by differential leveling
 TK0381.and adjusted by the National Geodetic Survey in June 1991..
 TK0381
 TK0381.The geoid height was determined by GEOID03.
 TK0381
 TK0381.The dynamic height is computed by dividing the NAVD 88
 TK0381.geopotential number by the normal gravity value computed on the
 TK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0381.degrees latitude (g = 980.6199 gals.).
 TK0381
 TK0381.The modeled gravity was interpolated from observed gravity values.
 TK0381
 TK0381;                    North         East    Units  Estimated Accuracy
 TK0381;SPC MT       -   460,600.      696,540.      MT  (+/- 180 meters Scaled)
 TK0381
 TK0381                          SUPERSEDED SURVEY CONTROL
 TK0381
 TK0381.No superseded survey control is available for this station.
 TK0381
 TK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU075632(NAD 83)
 TK0381_MARKER: DB = BENCH MARK DISK
 TK0381_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TK0381+WITH SETTING: INFORMATION.
 TK0381_SP_SET: SHALLOW SET METAL ROD
 TK0381_STAMPING: H 441 1979
 TK0381_PROJECTION: FLUSH
 TK0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0381_ROD/PIPE-DEPTH: 0.61 meters
 TK0381
 TK0381  HISTORY     - Date     Condition        Report By
 TK0381  HISTORY     - 1979     MONUMENTED       NGS
 TK0381
 TK0381                          STATION DESCRIPTION
 TK0381
 TK0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0381'2.3 MI EAST FROM DODSON.
 TK0381'2.3 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0381'STATION IN DODSON, 69 FEET SOUTH OF THE SOUTH RAIL, 34.5 FEET NORTH
 TK0381'OF THE CENTER OF U.S. HIGHWAY 2, AND 9 FEET NORTH OF A UTILITY POLE.
 TK0381'NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0381'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 TK0381'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0449 ***********************************************************************
 TN0449  DESIGNATION -  H 442
 TN0449  PID         -  TN0449
 TN0449  STATE/COUNTY-  MT/FLATHEAD
 TN0449  USGS QUAD   -  SOMERS (1994)
 TN0449
 TN0449                         *CURRENT SURVEY CONTROL
 TN0449  ___________________________________________________________________
 TN0449* NAD 83(1986)-  48 05 37.     (N)    114 14 09.     (W)     SCALED    
 TN0449* NAVD 88     -       897.422  (meters)    2944.29   (feet)  ADJUSTED  
 TN0449  ___________________________________________________________________
 TN0449  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TN0449  DYNAMIC HT  -         897.416 (meters)    2944.27  (feet)  COMP
 TN0449  MODELED GRAV-     980,575.3   (mgal)                       NAVD 88
 TN0449
 TN0449  VERT ORDER  -  FIRST     CLASS II
 TN0449
 TN0449.The horizontal coordinates were scaled from a topographic map and have
 TN0449.an estimated accuracy of +/- 6 seconds.
 TN0449
 TN0449.The orthometric height was determined by differential leveling
 TN0449.and adjusted by the National Geodetic Survey in June 1991..
 TN0449
 TN0449.The geoid height was determined by GEOID03.
 TN0449
 TN0449.The dynamic height is computed by dividing the NAVD 88
 TN0449.geopotential number by the normal gravity value computed on the
 TN0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0449.degrees latitude (g = 980.6199 gals.).
 TN0449
 TN0449.The modeled gravity was interpolated from observed gravity values.
 TN0449
 TN0449;                    North         East    Units  Estimated Accuracy
 TN0449;SPC MT       -   437,760.      247,590.      MT  (+/- 180 meters Scaled)
 TN0449
 TN0449                          SUPERSEDED SURVEY CONTROL
 TN0449
 TN0449.No superseded survey control is available for this station.
 TN0449
 TN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP058304(NAD 83)
 TN0449_MARKER: DB = BENCH MARK DISK
 TN0449_SETTING: 66 = SET IN ROCK OUTCROP
 TN0449_SP_SET: ROCK OUTCROP
 TN0449_STAMPING: H 442 1979
 TN0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0449+STABILITY: POSITION/ELEVATION WELL
 TN0449
 TN0449  HISTORY     - Date     Condition        Report By
 TN0449  HISTORY     - 1979     MONUMENTED       NGS
 TN0449
 TN0449                          STATION DESCRIPTION
 TN0449
 TN0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0449'1.0 MI NORTH FROM SOMERS.
 TN0449'1.0 MILE NORTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH SOMERS
 TN0449'ROAD IN SOMERS, SET IN TOP OF A MASSIVE SLATE OUTCROP AT THE NORTH
 TN0449'END OF A CUT BANK, 0.1 MILE NORTHWEST OF MILE MARKER 104, 184 FEET
 TN0449'NORTH OF THE CENTERLINE OF A DRIVE LEADING WEST TO A 2-STORY HOUSE,
 TN0449'79 FEET SOUTH OF THE NORTH END OF THE OUTCROP, 37 FEET WEST OF THE
 TN0449'CENTERLINE OF THE HIGHWAY AND 4 FEET WEST OF THE EAST EDGE OF THE
 TN0449'OUTCROP.
 TN0449'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TN0449'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0679 ***********************************************************************
 SU0679  DESIGNATION -  H 443
 SU0679  PID         -  SU0679
 SU0679  STATE/COUNTY-  MT/LAKE
 SU0679  USGS QUAD   -  ELMO (1964)
 SU0679
 SU0679                         *CURRENT SURVEY CONTROL
 SU0679  ___________________________________________________________________
 SU0679* NAD 83(1986)-  47 51 28.     (N)    114 16 42.     (W)     SCALED    
 SU0679* NAVD 88     -       901.705  (meters)    2958.34   (feet)  ADJUSTED  
 SU0679  ___________________________________________________________________
 SU0679  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 SU0679  DYNAMIC HT  -         901.692 (meters)    2958.30  (feet)  COMP
 SU0679  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 SU0679
 SU0679  VERT ORDER  -  FIRST     CLASS II
 SU0679
 SU0679.The horizontal coordinates were scaled from a topographic map and have
 SU0679.an estimated accuracy of +/- 6 seconds.
 SU0679
 SU0679.The orthometric height was determined by differential leveling
 SU0679.and adjusted by the National Geodetic Survey in June 1991..
 SU0679
 SU0679.The geoid height was determined by GEOID03.
 SU0679
 SU0679.The dynamic height is computed by dividing the NAVD 88
 SU0679.geopotential number by the normal gravity value computed on the
 SU0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0679.degrees latitude (g = 980.6199 gals.).
 SU0679
 SU0679.The modeled gravity was interpolated from observed gravity values.
 SU0679
 SU0679;                    North         East    Units  Estimated Accuracy
 SU0679;SPC MT       -   411,790.      242,840.      MT  (+/- 180 meters Scaled)
 SU0679
 SU0679                          SUPERSEDED SURVEY CONTROL
 SU0679
 SU0679.No superseded survey control is available for this station.
 SU0679
 SU0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP035040(NAD 83)
 SU0679_MARKER: DB = BENCH MARK DISK
 SU0679_SETTING: 66 = SET IN ROCK OUTCROP
 SU0679_SP_SET: ROCK OUTCROP
 SU0679_STAMPING: H 443 1979
 SU0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0679+STABILITY: POSITION/ELEVATION WELL
 SU0679
 SU0679  HISTORY     - Date     Condition        Report By
 SU0679  HISTORY     - 1979     MONUMENTED       NGS
 SU0679
 SU0679                          STATION DESCRIPTION
 SU0679
 SU0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0679'0.6 MI SOUTH FROM DAYTON.
 SU0679'0.6 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN DAYTON,
 SU0679'SET ON THE PROPERTY OF MR. THAIN WHITE ON THE INSIDE OF A CURVE IN
 SU0679'THE HIGHWAY AT MILE POST 82, 71 FEET WEST OF THE CENTERLINE OF THE
 SU0679'HIGHWAY, 42 FEET WEST-NORTHWEST OF THE MORE EASTERLY OF 2 GUY WIRES,
 SU0679'29.5 FEET WEST OF THE FENCE LINE, 18.5 FEET WEST-NORTHWEST OF A POWER
 SU0679'LINE JUNCTION POLE WITH 2 GUY WIRES AND 7 FEET EAST OF THE WESTERN
 SU0679'1 OF 2 GUY WIRES.
 SU0679'THE MARK IS 12 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0704 ***********************************************************************
 SU0704  DESIGNATION -  H 444
 SU0704  PID         -  SU0704
 SU0704  STATE/COUNTY-  MT/LAKE
 SU0704  USGS QUAD   -  EAST BAY (1964)
 SU0704
 SU0704                         *CURRENT SURVEY CONTROL
 SU0704  ___________________________________________________________________
 SU0704* NAD 83(1999)-  47 40 04.15497(N)    114 06 25.94852(W)     ADJUSTED  
 SU0704* NAVD 88     -       987.949  (meters)    3241.30   (feet)  ADJUSTED  
 SU0704  ___________________________________________________________________
 SU0704  X           -  -1,757,845.739 (meters)                     COMP
 SU0704  Y           -  -3,928,387.433 (meters)                     COMP
 SU0704  Z           -   4,692,802.186 (meters)                     COMP
 SU0704  LAPLACE CORR-           7.90  (seconds)                    DEFLEC99
 SU0704  ELLIP HEIGHT-         972.57  (meters)          (01/15/03) GPS OBS
 SU0704  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 SU0704  DYNAMIC HT  -         987.883 (meters)    3241.08  (feet)  COMP
 SU0704  MODELED GRAV-     980,512.9   (mgal)                       NAVD 88
 SU0704
 SU0704  HORZ ORDER  -  B
 SU0704  VERT ORDER  -  FIRST     CLASS II
 SU0704  ELLP ORDER  -  FOURTH    CLASS II
 SU0704
 SU0704.This is a reference station for the POLSON 1
 SU0704.National Continuously Operating Reference Station (PLS1).
 SU0704
 SU0704.The horizontal coordinates were established by GPS observations
 SU0704.and adjusted by the National Geodetic Survey in January 2003..
 SU0704.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SU0704.DATUM ITEM on the data sheet items page.
 SU0704
 SU0704.The orthometric height was determined by differential leveling
 SU0704.and adjusted by the National Geodetic Survey in June 1991..
 SU0704
 SU0704.Photographs are available for this station.
 SU0704
 SU0704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SU0704
 SU0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0704
 SU0704.The ellipsoidal height was determined by GPS observations
 SU0704.and is referenced to NAD 83.
 SU0704
 SU0704.The geoid height was determined by GEOID03.
 SU0704
 SU0704.The dynamic height is computed by dividing the NAVD 88
 SU0704.geopotential number by the normal gravity value computed on the
 SU0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0704.degrees latitude (g = 980.6199 gals.).
 SU0704
 SU0704.The modeled gravity was interpolated from observed gravity values.
 SU0704
 SU0704;                    North         East     Units Scale Factor Converg.
 SU0704;SPC MT       -   389,948.494   254,371.098   MT  0.99945805   -3 22 12.7
 SU0704;SPC MT       - 1,279,358.58    834,550.85   iFT  0.99945805   -3 22 12.7
 SU0704;UTM  11      - 5,283,435.293   717,162.396   MT  1.00017956   +2 08 21.6
 SU0704
 SU0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0704!SPC MT       -   0.99984758  x   0.99945805  =   0.99930572
 SU0704!UTM  11      -   0.99984758  x   1.00017956  =   1.00002712
 SU0704
 SU0704                          SUPERSEDED SURVEY CONTROL
 SU0704
 SU0704  NAVD 88 (01/15/03)  987.95   (m)         3241.3    (f) LEVELING    3  
 SU0704
 SU0704.Superseded values are not recommended for survey control.
 SU0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0704.See file dsdata.txt to determine how the superseded data were derived.
 SU0704
 SU0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN1716283435(NAD 83)
 SU0704_MARKER: DB = BENCH MARK DISK
 SU0704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0704_SP_SET: STAINLESS STEEL ROD
 SU0704_STAMPING: H 444 1979
 SU0704_MARK LOGO: NGS   
 SU0704_PROJECTION: RECESSED 30 CENTIMETERS
 SU0704_MAGNETIC: I = MARKER IS A STEEL ROD
 SU0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0704+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 SU0704_ROD/PIPE-DEPTH: 7.62 meters
 SU0704
 SU0704  HISTORY     - Date     Condition        Report By
 SU0704  HISTORY     - 1979     MONUMENTED       NGS
 SU0704  HISTORY     - 20020423 GOOD             NGS
 SU0704
 SU0704                          STATION DESCRIPTION
 SU0704
 SU0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0704'1.8 MI SOUTH FROM POLSON.
 SU0704'1.85 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH STATE
 SU0704'HIGHWAY 35 IN POLSON, SET ON THE EAST HIGHWAY RIGHT OF WAY IN FRONT
 SU0704'OF THE SOUTH SHORE VETERINARY SERVICE BUILDING, 77 FEET SOUTHEAST OF
 SU0704'THE CENTERLINE OF THE HIGHWAY, 60 FEET WEST OF THE NORTHWEST CORNER
 SU0704'OF THE BUILDING, 33 FEET SOUTH OF A FENCE CORNER POST, 24 FEET NORTH
 SU0704'OF THE WEST LEG OF THE SIGN FOR THE VETERINARY SERVICE AND 6.5 FEET
 SU0704'NORTH OF A TRANSMISSION POLE.
 SU0704'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 SU0704'THE MARK IS 6 FT BELOW HIGHWAY CENTERLINE.
 SU0704
 SU0704                          STATION RECOVERY (2002)
 SU0704
 SU0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 SU0704'3.0 KM SOUTHERLY ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 SU0704'HIGHWAY 35 IN POLSON,
 SU0704'23.5 M SOUTHEAST OF THE HIGHWAY CENTERLINE, 18.3 M WEST OF THE
 SU0704'NORTHWEST CORNER OF
 SU0704'THE SHORE VETERINARY SERVICE, 14.5 M SOUTH OF A CHAIN-LINK FENCE
 SU0704'CORNER, 1.8 M BELOW THE
 SU0704'LEVEL OF THE HIGHWAY. 1.5 M NORTH OF UTILITY POLE NUMBER 132505 WITH A
 SU0704'TRANSFORMER, AND
 SU0704'0.9 M NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DISK
 SU0704'IS THROUGH A PVC
 SU0704'SCREW CAP.  THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.  THIS IS A CORS
 SU0704'SITE REFERENCE
 SU0704'STATION.
 SU0704' 
 SU0704' 
 SU0704'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0735 ***********************************************************************
 SU0735  DESIGNATION -  H 445
 SU0735  PID         -  SU0735
 SU0735  STATE/COUNTY-  MT/LAKE
 SU0735  USGS QUAD   -  DIXON (1964)
 SU0735
 SU0735                         *CURRENT SURVEY CONTROL
 SU0735  ___________________________________________________________________
 SU0735* NAD 83(1986)-  47 22 28.     (N)    114 15 15.     (W)     SCALED    
 SU0735* NAVD 88     -       793.892  (meters)    2604.63   (feet)  ADJUSTED  
 SU0735  ___________________________________________________________________
 SU0735  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SU0735  DYNAMIC HT  -         793.850 (meters)    2604.49  (feet)  COMP
 SU0735  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 SU0735
 SU0735  VERT ORDER  -  FIRST     CLASS II
 SU0735
 SU0735.The horizontal coordinates were scaled from a topographic map and have
 SU0735.an estimated accuracy of +/- 6 seconds.
 SU0735
 SU0735.The orthometric height was determined by differential leveling
 SU0735.and adjusted by the National Geodetic Survey in June 1991..
 SU0735
 SU0735.The geoid height was determined by GEOID03.
 SU0735
 SU0735.The dynamic height is computed by dividing the NAVD 88
 SU0735.geopotential number by the normal gravity value computed on the
 SU0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0735.degrees latitude (g = 980.6199 gals.).
 SU0735
 SU0735.The modeled gravity was interpolated from observed gravity values.
 SU0735
 SU0735;                    North         East    Units  Estimated Accuracy
 SU0735;SPC MT       -   358,070.      241,380.      MT  (+/- 180 meters Scaled)
 SU0735
 SU0735                          SUPERSEDED SURVEY CONTROL
 SU0735
 SU0735.No superseded survey control is available for this station.
 SU0735
 SU0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN072504(NAD 83)
 SU0735_MARKER: DB = BENCH MARK DISK
 SU0735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0735_SP_SET: STAINLESS STEEL ROD
 SU0735_STAMPING: H 445 1979
 SU0735_PROJECTION: PROJECTING 3 CENTIMETERS
 SU0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0735_ROD/PIPE-DEPTH: 7.62 meters
 SU0735
 SU0735  HISTORY     - Date     Condition        Report By
 SU0735  HISTORY     - 1979     MONUMENTED       NGS
 SU0735
 SU0735                          STATION DESCRIPTION
 SU0735
 SU0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0735'7.4 MI SW FROM CHARLO.
 SU0735'7.4 MILES SOUTHWEST ALONG STATE ROUTE 212 FROM THE POST OFFICE IN
 SU0735'CHARLO.  SET ON THE SOUTHWEST CORNER OF THE JUNCTION OF THE RAILROAD
 SU0735'WITH THE STATE ROUTE.  40 FEET WEST OF THE CENTERLINE OF THE STATE
 SU0735'ROUTE, 38.5 FEET SOUTH OF THE SOUTH RAIL, 5.5 FEET SOUTHWEST OF A
 SU0735'TELEGRAPH POLE WITH ONE GUY WIRE, AND 23 FEET NORTHEAST OF TELEPHONE
 SU0735'CABLE BOX D10 A1.
 SU0735'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SU0735'THE MARK IS 4 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0765 ***********************************************************************
 SU0765  DESIGNATION -  H 446
 SU0765  PID         -  SU0765
 SU0765  STATE/COUNTY-  MT/MISSOULA
 SU0765  USGS QUAD   -  EVARO (1984)
 SU0765
 SU0765                         *CURRENT SURVEY CONTROL
 SU0765  ___________________________________________________________________
 SU0765* NAD 83(1986)-  47 02 02.     (N)    114 05 23.     (W)     SCALED    
 SU0765* NAVD 88     -      1207.481  (meters)    3961.54   (feet)  ADJUSTED  
 SU0765  ___________________________________________________________________
 SU0765  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 SU0765  DYNAMIC HT  -        1207.297 (meters)    3960.94  (feet)  COMP
 SU0765  MODELED GRAV-     980,419.1   (mgal)                       NAVD 88
 SU0765
 SU0765  VERT ORDER  -  FIRST     CLASS II
 SU0765
 SU0765.The horizontal coordinates were scaled from a topographic map and have
 SU0765.an estimated accuracy of +/- 6 seconds.
 SU0765
 SU0765.The orthometric height was determined by differential leveling
 SU0765.and adjusted by the National Geodetic Survey in June 1991..
 SU0765
 SU0765.The geoid height was determined by GEOID03.
 SU0765
 SU0765.The dynamic height is computed by dividing the NAVD 88
 SU0765.geopotential number by the normal gravity value computed on the
 SU0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0765.degrees latitude (g = 980.6199 gals.).
 SU0765
 SU0765.The modeled gravity was interpolated from observed gravity values.
 SU0765
 SU0765;                    North         East    Units  Estimated Accuracy
 SU0765;SPC MT       -   319,560.      251,560.      MT  (+/- 180 meters Scaled)
 SU0765
 SU0765                          SUPERSEDED SURVEY CONTROL
 SU0765
 SU0765.No superseded survey control is available for this station.
 SU0765
 SU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN211130(NAD 83)
 SU0765_MARKER: DB = BENCH MARK DISK
 SU0765_SETTING: 66 = SET IN ROCK OUTCROP
 SU0765_SP_SET: ROCK OUTCROP
 SU0765_STAMPING: H 446 1979
 SU0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0765+STABILITY: POSITION/ELEVATION WELL
 SU0765
 SU0765  HISTORY     - Date     Condition        Report By
 SU0765  HISTORY     - 1979     MONUMENTED       NGS
 SU0765
 SU0765                          STATION DESCRIPTION
 SU0765
 SU0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0765'10.9 MI SOUTH FROM ARLEE.
 SU0765'10.9 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN ARLEE,
 SU0765'0.1 MILE SOUTH OF MILE POST 7, SET IN TOP OF A 6 BY 15-FOOT OUTCROP
 SU0765'PROJECTING 2 FEET, INSIDE AN ABANDONED SCHOOL YARD IN EVARO, NEXT TO
 SU0765'THE EVARO BAR, 105 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 16.6
 SU0765'FEET SOUTH OF A WOODEN FENCE AND 13 FEET NORTHWEST OF THE NORTH CORNER
 SU0765'OF THE BUILDING.  NOTE--THE SCHOOL IS NOW BEING USED AS A COMMUNITY
 SU0765'BUILDING.
 SU0765'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0717 ***********************************************************************
 RX0717  DESIGNATION -  H 447
 RX0717  PID         -  RX0717
 RX0717  STATE/COUNTY-  MT/MISSOULA
 RX0717  USGS QUAD   -  RAVENNA (1989)
 RX0717
 RX0717                         *CURRENT SURVEY CONTROL
 RX0717  ___________________________________________________________________
 RX0717* NAD 83(1986)-  46 43 32.     (N)    113 35 34.     (W)     SCALED    
 RX0717* NAVD 88     -      1106.926  (meters)    3631.64   (feet)  ADJUSTED  
 RX0717  ___________________________________________________________________
 RX0717  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 RX0717  DYNAMIC HT  -        1106.708 (meters)    3630.92  (feet)  COMP
 RX0717  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 RX0717
 RX0717  VERT ORDER  -  FIRST     CLASS II
 RX0717
 RX0717.The horizontal coordinates were scaled from a topographic map and have
 RX0717.an estimated accuracy of +/- 6 seconds.
 RX0717
 RX0717.The orthometric height was determined by differential leveling
 RX0717.and adjusted by the National Geodetic Survey in June 1991..
 RX0717
 RX0717.The geoid height was determined by GEOID03.
 RX0717
 RX0717.The dynamic height is computed by dividing the NAVD 88
 RX0717.geopotential number by the normal gravity value computed on the
 RX0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0717.degrees latitude (g = 980.6199 gals.).
 RX0717
 RX0717.The modeled gravity was interpolated from observed gravity values.
 RX0717
 RX0717;                    North         East    Units  Estimated Accuracy
 RX0717;SPC MT       -   283,250.      287,460.      MT  (+/- 180 meters Scaled)
 RX0717
 RX0717                          SUPERSEDED SURVEY CONTROL
 RX0717
 RX0717.No superseded survey control is available for this station.
 RX0717
 RX0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS018779(NAD 83)
 RX0717_MARKER: DB = BENCH MARK DISK
 RX0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0717_SP_SET: STAINLESS STEEL ROD
 RX0717_STAMPING: H 447 1979
 RX0717_PROJECTION: FLUSH
 RX0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0717_ROD/PIPE-DEPTH: 3.05 meters
 RX0717
 RX0717  HISTORY     - Date     Condition        Report By
 RX0717  HISTORY     - 1979     MONUMENTED       NGS
 RX0717
 RX0717                          STATION DESCRIPTION
 RX0717
 RX0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0717'8.7 MI SE FROM CLINTON.
 RX0717'8.75 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM THE INTERCHANGE
 RX0717'AT CLINTON, SET NEAR AN AUTHORIZED VEHICLE ONLY SIGN AT A VEHICLE
 RX0717'TURNAROUND, IN THE MEDIAN OF THE HIGHWAY, 0.6 MILE EAST OF HIGHWAY
 RX0717'MILE POST 129, 0.45 MILE EAST OF THE BONITA SIDING, 0.4 MILE WEST OF
 RX0717'HIGHWAY MILE POST 130, 38 FEET WEST OF THE CENTERLINE OF THE
 RX0717'TURNAROUND, 38 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES,
 RX0717'33 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND LANES AND 2 FEET
 RX0717'SOUTH OF THE AUTHORIZED VEHICLES ONLY SIGN.
 RX0717'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RX0717'THE MARK IS 2 FT BELOW HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0751 ***********************************************************************
 RX0751  DESIGNATION -  H 448
 RX0751  PID         -  RX0751
 RX0751  STATE/COUNTY-  MT/POWELL
 RX0751  USGS QUAD   -  GARRISON (1989)
 RX0751
 RX0751                         *CURRENT SURVEY CONTROL
 RX0751  ___________________________________________________________________
 RX0751* NAD 83(1986)-  46 32 20.     (N)    112 49 47.     (W)     SCALED    
 RX0751* NAVD 88     -      1307.036  (meters)    4288.17   (feet)  ADJUSTED  
 RX0751  ___________________________________________________________________
 RX0751  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RX0751  DYNAMIC HT  -        1306.728 (meters)    4287.16  (feet)  COMP
 RX0751  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 RX0751  OBS GRAVITY -     980,338.1   (mgal)                       GRAV_OBS
 RX0751
 RX0751  VERT ORDER  -  FIRST     CLASS II
 RX0751
 RX0751.The horizontal coordinates were scaled from a topographic map and have
 RX0751.an estimated accuracy of +/- 6 seconds.
 RX0751
 RX0751.The orthometric height was determined by differential leveling
 RX0751.and adjusted by the National Geodetic Survey in June 1991..
 RX0751
 RX0751.The geoid height was determined by GEOID03.
 RX0751
 RX0751.The dynamic height is computed by dividing the NAVD 88
 RX0751.geopotential number by the normal gravity value computed on the
 RX0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0751.degrees latitude (g = 980.6199 gals.).
 RX0751
 RX0751.The modeled gravity was interpolated from observed gravity values.
 RX0751.The observed gravity was obtained from relative gravimeter ties
 RX0751.to the IGSN71 gravity network.
 RX0751
 RX0751;                    North         East    Units  Estimated Accuracy
 RX0751;SPC MT       -   259,770.      344,810.      MT  (+/- 180 meters Scaled)
 RX0751
 RX0751                          SUPERSEDED SURVEY CONTROL
 RX0751
 RX0751.No superseded survey control is available for this station.
 RX0751
 RX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS597555(NAD 83)
 RX0751_MARKER: DB = BENCH MARK DISK
 RX0751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0751_SP_SET: STAINLESS STEEL ROD
 RX0751_STAMPING: H 448 1979
 RX0751_PROJECTION: FLUSH
 RX0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0751_ROD/PIPE-DEPTH: 4.27 meters
 RX0751
 RX0751  HISTORY     - Date     Condition        Report By
 RX0751  HISTORY     - 1979     MONUMENTED       NGS
 RX0751
 RX0751                          STATION DESCRIPTION
 RX0751
 RX0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0751'2.3 MI NW FROM GARRISON.
 RX0751'2.3 MILES NORTHWEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0751'HIGHWAY 12 IN GARRISON, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 RX0751'EAST BOUND LANES OF THE HIGHWAY, AT A ANGLE IN THE RIGHT-OF-WAY
 RX0751'FENCE,30 FEET NORTHWEST OF A SMALL CREEK, 7 FEET SOUTHWEST OF A
 RX0751'CORNER FENCE POST, 3 FEET NORTHWEST OF THE FENCELINE.
 RX0751'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 RX0751'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0783 ***********************************************************************
 RX0783  DESIGNATION -  H 449
 RX0783  PID         -  RX0783
 RX0783  STATE/COUNTY-  MT/SILVER BOW
 RX0783  USGS QUAD   -  RAMSAY (1996)
 RX0783
 RX0783                         *CURRENT SURVEY CONTROL
 RX0783  ___________________________________________________________________
 RX0783* NAD 83(1986)-  46 00 30.     (N)    112 38 09.     (W)     SCALED    
 RX0783* NAVD 88     -      1644.220  (meters)    5394.41   (feet)  ADJUSTED  
 RX0783  ___________________________________________________________________
 RX0783  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 RX0783  DYNAMIC HT  -        1643.584 (meters)    5392.33  (feet)  COMP
 RX0783  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 RX0783  OBS GRAVITY -     980,168.7   (mgal)                       GRAV_OBS
 RX0783
 RX0783  VERT ORDER  -  FIRST     CLASS II
 RX0783
 RX0783.The horizontal coordinates were scaled from a topographic map and have
 RX0783.an estimated accuracy of +/- 6 seconds.
 RX0783
 RX0783.The orthometric height was determined by differential leveling
 RX0783.and adjusted by the National Geodetic Survey in June 1991..
 RX0783
 RX0783.The geoid height was determined by GEOID03.
 RX0783
 RX0783.The dynamic height is computed by dividing the NAVD 88
 RX0783.geopotential number by the normal gravity value computed on the
 RX0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0783.degrees latitude (g = 980.6199 gals.).
 RX0783
 RX0783.The modeled gravity was interpolated from observed gravity values.
 RX0783.The observed gravity was obtained from relative gravimeter ties
 RX0783.to the IGSN71 gravity network.
 RX0783
 RX0783;                    North         East    Units  Estimated Accuracy
 RX0783;SPC MT       -   200,260.      357,300.      MT  (+/- 180 meters Scaled)
 RX0783
 RX0783                          SUPERSEDED SURVEY CONTROL
 RX0783
 RX0783.No superseded survey control is available for this station.
 RX0783
 RX0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR733962(NAD 83)
 RX0783_MARKER: DB = BENCH MARK DISK
 RX0783_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RX0783_SP_SET: ABUTMENT
 RX0783_STAMPING: H 449 1979
 RX0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0783
 RX0783  HISTORY     - Date     Condition        Report By
 RX0783  HISTORY     - 1979     MONUMENTED       NGS
 RX0783
 RX0783                          STATION DESCRIPTION
 RX0783
 RX0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0783'5.0 MI WEST FROM BUTTE.
 RX0783'5.0 MILES WEST ALONG INTERSTATE 90 FROM THE MONTANA STREET UNDERPASS
 RX0783'IN BUTTE, SET IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE
 RX0783'HIGHWAY BRIDGE OVER INTERSTATE 15 ON THE EASTBOUND LANES SIDE, NEAR
 RX0783'SILVER BOW, 0.1 MILE WEST OF HIGHWAY MILE POST 219, 30 FEET SOUTH OF
 RX0783'THE CENTERLINE OF THE EASTBOUND LANES.
 RX0783'THE MARK IS ABOVE LEVEL WITH EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0293 ***********************************************************************
 PZ0293  DESIGNATION -  H 45
 PZ0293  PID         -  PZ0293
 PZ0293  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0293  USGS QUAD   -  GARFIELD CANYON (1965)
 PZ0293
 PZ0293                         *CURRENT SURVEY CONTROL
 PZ0293  ___________________________________________________________________
 PZ0293* NAD 83(1986)-  44 58 48.     (N)    112 56 45.     (W)     SCALED    
 PZ0293* NAVD 88     -      1709.560  (meters)    5608.78   (feet)  ADJUSTED  
 PZ0293  ___________________________________________________________________
 PZ0293  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 PZ0293  DYNAMIC HT  -        1708.742 (meters)    5606.10  (feet)  COMP
 PZ0293  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 PZ0293
 PZ0293  VERT ORDER  -  FIRST     CLASS II
 PZ0293
 PZ0293.The horizontal coordinates were scaled from a topographic map and have
 PZ0293.an estimated accuracy of +/- 6 seconds.
 PZ0293
 PZ0293.The orthometric height was determined by differential leveling
 PZ0293.and adjusted by the National Geodetic Survey in June 1991..
 PZ0293
 PZ0293.The geoid height was determined by GEOID03.
 PZ0293
 PZ0293.The dynamic height is computed by dividing the NAVD 88
 PZ0293.geopotential number by the normal gravity value computed on the
 PZ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0293.degrees latitude (g = 980.6199 gals.).
 PZ0293
 PZ0293.The modeled gravity was interpolated from observed gravity values.
 PZ0293
 PZ0293;                    North         East    Units  Estimated Accuracy
 PZ0293;SPC MT       -    87,120.      328,300.      MT  (+/- 180 meters Scaled)
 PZ0293
 PZ0293                          SUPERSEDED SURVEY CONTROL
 PZ0293
 PZ0293  NGVD 29 (??/??/92) 1708.275  (m)         5604.57   (f) ADJ UNCH    1 2
 PZ0293
 PZ0293.Superseded values are not recommended for survey control.
 PZ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0293.See file dsdata.txt to determine how the superseded data were derived.
 PZ0293
 PZ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ465825(NAD 83)
 PZ0293_MARKER: DB = BENCH MARK DISK
 PZ0293_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0293_SP_SET: ROCK
 PZ0293_STAMPING: 5604.569 H 45 1933
 PZ0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0293+STABILITY: POSITION/ELEVATION WELL
 PZ0293
 PZ0293  HISTORY     - Date     Condition        Report By
 PZ0293  HISTORY     - 1933     MONUMENTED       CGS
 PZ0293  HISTORY     - 1950     GOOD             NGS
 PZ0293  HISTORY     - 1965     GOOD             USGS
 PZ0293
 PZ0293                          STATION DESCRIPTION
 PZ0293
 PZ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 PZ0293'3.8 MI W FROM ARMSTEAD.
 PZ0293'3.8 MILES WEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH RAILROAD
 PZ0293'FROM ARMSTEAD, BEAVERHEAD COUNTY, 1.8 MILES EAST OF THE SIDING AT
 PZ0293'MEDICINE LODGE, 100 YARDS EAST OF THE BRIDGE OVER HORSE PRAIRIE CREEK,
 PZ0293'ON THE SOUTH SLOPE OF A HILL, 15 YARDS NORTH OF A POINT 6 YARDS EAST
 PZ0293'OF THE WEST END OF A CUT, 40 FEET NORTH OF THE CENTERLINE OF THE
 PZ0293'TRACK, IN THE TOP OF A FLAT RED ROCK, AND 7 FEET HIGHER THAN THE
 PZ0293'TRACK.  A STANDARD DISK, STAMPED 5604.569 H 45 1933.
 PZ0293
 PZ0293                          STATION RECOVERY (1965)
 PZ0293
 PZ0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PZ0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0031 ***********************************************************************
 RX0031  DESIGNATION -  H 451
 RX0031  PID         -  RX0031
 RX0031  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0031  USGS QUAD   -  HELENA (1985)
 RX0031
 RX0031                         *CURRENT SURVEY CONTROL
 RX0031  ___________________________________________________________________
 RX0031* NAD 83(1986)-  46 36 51.     (N)    112 04 07.     (W)     SCALED    
 RX0031* NAVD 88     -      1188.393  (meters)    3898.92   (feet)  ADJUSTED  
 RX0031  ___________________________________________________________________
 RX0031  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0031  DYNAMIC HT  -        1188.146 (meters)    3898.11  (feet)  COMP
 RX0031  MODELED GRAV-     980,366.3   (mgal)                       NAVD 88
 RX0031
 RX0031  VERT ORDER  -  FIRST     CLASS II
 RX0031
 RX0031.The horizontal coordinates were scaled from a topographic map and have
 RX0031.an estimated accuracy of +/- 6 seconds.
 RX0031
 RX0031.The orthometric height was determined by differential leveling
 RX0031.and adjusted by the National Geodetic Survey in June 1991..
 RX0031.WARNING-Repeat measurements at this control monument indicate possible
 RX0031.vertical movement.
 RX0031
 RX0031.The geoid height was determined by GEOID03.
 RX0031
 RX0031.The dynamic height is computed by dividing the NAVD 88
 RX0031.geopotential number by the normal gravity value computed on the
 RX0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0031.degrees latitude (g = 980.6199 gals.).
 RX0031
 RX0031.The modeled gravity was interpolated from observed gravity values.
 RX0031
 RX0031;                    North         East    Units  Estimated Accuracy
 RX0031;SPC MT       -   265,940.      403,390.      MT  (+/- 180 meters Scaled)
 RX0031
 RX0031                          SUPERSEDED SURVEY CONTROL
 RX0031
 RX0031  NGVD 29 (??/??/92) 1187.363  (m)         3895.54   (f) ADJ UNCH    1 2
 RX0031
 RX0031.Superseded values are not recommended for survey control.
 RX0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0031.See file dsdata.txt to determine how the superseded data were derived.
 RX0031
 RX0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS181628(NAD 83)
 RX0031_MARKER: DB = BENCH MARK DISK
 RX0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0031_STAMPING: H 451 1936
 RX0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0031+STABILITY: SURFACE MOTION
 RX0031
 RX0031  HISTORY     - Date     Condition        Report By
 RX0031  HISTORY     - 1936     MONUMENTED       CGS
 RX0031  HISTORY     - 1962     GOOD             NGS
 RX0031
 RX0031                          STATION DESCRIPTION
 RX0031
 RX0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0031'1.45 MI NW FROM HELENA.
 RX0031'1.45 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0031'CROSSING OF BENTON AVENUE AT HELENA, 0.05 MILE SOUTH OF THE CROSSING
 RX0031'OF THE NORTHERN PACIFIC RAILWAY, 3 1/4 RAILS NORTH-NORTHWEST OF AND
 RX0031'ACROSS THE TRACK FROM MILEPOST 211, 46.5 FEET EAST-NORTHEAST OF THE
 RX0031'NEAR RAIL, 3.0 FEET WEST-SOUTHWEST OF A FENCE, 2.0 FEET WEST-SOUTHWEST
 RX0031'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN
 RX0031'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RX0031'NOTE-- MILEPOST 211 IS ONLY 0.5 MILE WEST-NORTHWEST OF MILEPOST 212.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0048 ***********************************************************************
 RX0048  DESIGNATION -  H 452
 RX0048  PID         -  RX0048
 RX0048  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0048  USGS QUAD   -  SILVER CITY (1976)
 RX0048
 RX0048                         *CURRENT SURVEY CONTROL
 RX0048  ___________________________________________________________________
 RX0048* NAD 83(1986)-  46 47 35.     (N)    112 12 03.     (W)     SCALED    
 RX0048* NAVD 88     -      1290.270  (meters)    4233.16   (feet)  ADJUSTED  
 RX0048  ___________________________________________________________________
 RX0048  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RX0048  DYNAMIC HT  -        1289.995 (meters)    4232.26  (feet)  COMP
 RX0048  MODELED GRAV-     980,355.7   (mgal)                       NAVD 88
 RX0048
 RX0048  VERT ORDER  -  FIRST     CLASS II
 RX0048
 RX0048.The horizontal coordinates were scaled from a topographic map and have
 RX0048.an estimated accuracy of +/- 6 seconds.
 RX0048
 RX0048.The orthometric height was determined by differential leveling
 RX0048.and adjusted by the National Geodetic Survey in June 1991..
 RX0048
 RX0048.The geoid height was determined by GEOID03.
 RX0048
 RX0048.The dynamic height is computed by dividing the NAVD 88
 RX0048.geopotential number by the normal gravity value computed on the
 RX0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0048.degrees latitude (g = 980.6199 gals.).
 RX0048
 RX0048.The modeled gravity was interpolated from observed gravity values.
 RX0048
 RX0048;                    North         East    Units  Estimated Accuracy
 RX0048;SPC MT       -   286,140.      393,960.      MT  (+/- 180 meters Scaled)
 RX0048
 RX0048                          SUPERSEDED SURVEY CONTROL
 RX0048
 RX0048  NGVD 29 (??/??/92) 1289.222  (m)         4229.72   (f) ADJ UNCH    1 2
 RX0048
 RX0048.Superseded values are not recommended for survey control.
 RX0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0048.See file dsdata.txt to determine how the superseded data were derived.
 RX0048
 RX0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS083828(NAD 83)
 RX0048_MARKER: DB = BENCH MARK DISK
 RX0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0048_STAMPING: H 452 1936
 RX0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0048+STABILITY: SURFACE MOTION
 RX0048
 RX0048  HISTORY     - Date     Condition        Report By
 RX0048  HISTORY     - 1936     MONUMENTED       CGS
 RX0048  HISTORY     - 1962     GOOD             NGS
 RX0048
 RX0048                          STATION DESCRIPTION
 RX0048
 RX0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0048'18.35 MI NW FROM HELENA.
 RX0048'18.35 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0048'CROSSING OF BENTON AVENUE AT HELENA, 20 FEET SOUTH-SOUTHWEST OF THE
 RX0048'THIRD POLE SOUTH-SOUTHEAST OF MILEPOST 194, 47.0 FEET WEST-SOUTHWEST
 RX0048'OF THE NEAR RAIL, 0.8 FOOT EAST-NORTHEAST OF A FENCE, 1.4 FEET
 RX0048'WEST-SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK,
 RX0048'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 RX0048'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0277 ***********************************************************************
 RX0277  DESIGNATION -  H 453
 RX0277  PID         -  RX0277
 RX0277  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0277  USGS QUAD   -  SILVER CITY (1976)
 RX0277
 RX0277                         *CURRENT SURVEY CONTROL
 RX0277  ___________________________________________________________________
 RX0277* NAD 83(1986)-  46 48 09.     (N)    112 13 00.     (W)     SCALED    
 RX0277* NAVD 88     -      1284.043  (meters)    4212.73   (feet)  ADJUSTED  
 RX0277  ___________________________________________________________________
 RX0277  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 RX0277  DYNAMIC HT  -        1283.774 (meters)    4211.85  (feet)  COMP
 RX0277  MODELED GRAV-     980,359.6   (mgal)                       NAVD 88
 RX0277
 RX0277  VERT ORDER  -  FIRST     CLASS II
 RX0277
 RX0277.The horizontal coordinates were scaled from a topographic map and have
 RX0277.an estimated accuracy of +/- 6 seconds.
 RX0277
 RX0277.The orthometric height was determined by differential leveling
 RX0277.and adjusted by the National Geodetic Survey in June 1991..
 RX0277.WARNING-Repeat measurements at this control monument indicate possible
 RX0277.vertical movement.
 RX0277
 RX0277.The geoid height was determined by GEOID03.
 RX0277
 RX0277.The dynamic height is computed by dividing the NAVD 88
 RX0277.geopotential number by the normal gravity value computed on the
 RX0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0277.degrees latitude (g = 980.6199 gals.).
 RX0277
 RX0277.The modeled gravity was interpolated from observed gravity values.
 RX0277
 RX0277;                    North         East    Units  Estimated Accuracy
 RX0277;SPC MT       -   287,230.      392,790.      MT  (+/- 180 meters Scaled)
 RX0277
 RX0277                          SUPERSEDED SURVEY CONTROL
 RX0277
 RX0277  NGVD 29 (??/??/92) 1282.875  (m)         4208.90   (f) ADJ UNCH    1 2
 RX0277
 RX0277.Superseded values are not recommended for survey control.
 RX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0277.See file dsdata.txt to determine how the superseded data were derived.
 RX0277
 RX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS071839(NAD 83)
 RX0277_MARKER: DB = BENCH MARK DISK
 RX0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0277_STAMPING: H 453 1936
 RX0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0277+STABILITY: SURFACE MOTION
 RX0277
 RX0277  HISTORY     - Date     Condition        Report By
 RX0277  HISTORY     - 1936     MONUMENTED       CGS
 RX0277  HISTORY     - 1979     GOOD             NGS
 RX0277
 RX0277                          STATION DESCRIPTION
 RX0277
 RX0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RX0277'2.1 MI E FROM CANYON CREEK.
 RX0277'2.1 MILES EAST ALONG THE SILVER CITY-WILBORN ROAD FROM THE STORE AT
 RX0277'CANYON CREEK, LEWIS AND CLARK COUNTY, 0.6 MILE WEST OF THE CROSSING OF
 RX0277'THE GREAT NORTHERN RAILWAY, 28 FEET NORTH OF THE CENTERLINE OF THE
 RX0277'ROAD, 5 FEET EAST OF THE SOUTHWEST CORNER OF THE P.A. CHEVALIE PASTURE
 RX0277'LAND, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED H 453
 RX0277'1936 AND SET IN THE TOP OF A CONCRETE POST.
 RX0277
 RX0277                          STATION RECOVERY (1979)
 RX0277
 RX0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0173 ***********************************************************************
 RX0173  DESIGNATION -  H 454
 RX0173  PID         -  RX0173
 RX0173  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0173  USGS QUAD   -  HELENA (1985)
 RX0173
 RX0173                         *CURRENT SURVEY CONTROL
 RX0173  ___________________________________________________________________
 RX0173* NAD 83(1986)-  46 34 38.     (N)    112 01 02.     (W)     SCALED    
 RX0173* NAVD 88     -      1325.494  (meters)    4348.72   (feet)  ADJUSTED  
 RX0173  ___________________________________________________________________
 RX0173  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0173  DYNAMIC HT  -        1325.189 (meters)    4347.72  (feet)  COMP
 RX0173  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 RX0173
 RX0173  VERT ORDER  -  FIRST     CLASS II
 RX0173
 RX0173.The horizontal coordinates were scaled from a topographic map and have
 RX0173.an estimated accuracy of +/- 6 seconds.
 RX0173
 RX0173.The orthometric height was determined by differential leveling
 RX0173.and adjusted by the National Geodetic Survey in June 1991..
 RX0173
 RX0173.The geoid height was determined by GEOID03.
 RX0173
 RX0173.The dynamic height is computed by dividing the NAVD 88
 RX0173.geopotential number by the normal gravity value computed on the
 RX0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0173.degrees latitude (g = 980.6199 gals.).
 RX0173
 RX0173.The modeled gravity was interpolated from observed gravity values.
 RX0173
 RX0173;                    North         East    Units  Estimated Accuracy
 RX0173;SPC MT       -   261,710.      407,190.      MT  (+/- 180 meters Scaled)
 RX0173
 RX0173                          SUPERSEDED SURVEY CONTROL
 RX0173
 RX0173  NGVD 29 (??/??/92) 1324.446  (m)         4345.29   (f) ADJ UNCH    1 2
 RX0173
 RX0173.Superseded values are not recommended for survey control.
 RX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0173.See file dsdata.txt to determine how the superseded data were derived.
 RX0173
 RX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS220586(NAD 83)
 RX0173_MARKER: DB = BENCH MARK DISK
 RX0173_SETTING: 66 = SET IN ROCK OUTCROP
 RX0173_SP_SET: OUTCROP
 RX0173_STAMPING: H 454 1936
 RX0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0173+STABILITY: POSITION/ELEVATION WELL
 RX0173
 RX0173  HISTORY     - Date     Condition        Report By
 RX0173  HISTORY     - 1936     MONUMENTED       CGS
 RX0173  HISTORY     - 1962     GOOD             NGS
 RX0173
 RX0173                          STATION DESCRIPTION
 RX0173
 RX0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0173'0.75 MI S FROM HELENA.
 RX0173'0.3 MILE SOUTH ALONG MONTANA AVENUE FROM THE STATE CAPITOL AT HELENA,
 RX0173'THENCE 0.45 MILE EAST ALONG A BLADED ROAD, ALONG THE PROLONGATION OF
 RX0173'ROBERTS AVENUE, IN THE TOP OF A 2- BY 3-FOOT OUTCROP WHICH PROJECTS
 RX0173'ABOUT 0.4 FOOT ABOVE THE GROUND, 52 FEET NORTH-NORTHEAST OF THE CENTER
 RX0173'LINE OF THE ROAD, 2.3 FEET NORTH-NORTHEAST OF A WITNESS POST, AND
 RX0173'ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0126 ***********************************************************************
 RX0126  DESIGNATION -  H 455
 RX0126  PID         -  RX0126
 RX0126  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0126  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0126
 RX0126                         *CURRENT SURVEY CONTROL
 RX0126  ___________________________________________________________________
 RX0126* NAD 83(1986)-  46 38 04.     (N)    112 01 15.     (W)     SCALED    
 RX0126* NAVD 88     -      1150.266  (meters)    3773.83   (feet)  ADJUSTED  
 RX0126  ___________________________________________________________________
 RX0126  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RX0126  DYNAMIC HT  -        1150.037 (meters)    3773.08  (feet)  COMP
 RX0126  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 RX0126
 RX0126  VERT ORDER  -  FIRST     CLASS II
 RX0126
 RX0126.The horizontal coordinates were scaled from a topographic map and have
 RX0126.an estimated accuracy of +/- 6 seconds.
 RX0126
 RX0126.The orthometric height was determined by differential leveling
 RX0126.and adjusted by the National Geodetic Survey in June 1991..
 RX0126
 RX0126.The geoid height was determined by GEOID03.
 RX0126
 RX0126.The dynamic height is computed by dividing the NAVD 88
 RX0126.geopotential number by the normal gravity value computed on the
 RX0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0126.degrees latitude (g = 980.6199 gals.).
 RX0126
 RX0126.The modeled gravity was interpolated from observed gravity values.
 RX0126
 RX0126;                    North         East    Units  Estimated Accuracy
 RX0126;SPC MT       -   268,070.      407,120.      MT  (+/- 180 meters Scaled)
 RX0126
 RX0126                          SUPERSEDED SURVEY CONTROL
 RX0126
 RX0126  NGVD 29 (??/??/92) 1149.29   (m)         3770.6    (f) COMPUTED    1 2
 RX0126
 RX0126.Superseded values are not recommended for survey control.
 RX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0126.See file dsdata.txt to determine how the superseded data were derived.
 RX0126
 RX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218650(NAD 83)
 RX0126_MARKER: DB = BENCH MARK DISK
 RX0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0126_STAMPING: H 455 1936
 RX0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0126+STABILITY: SURFACE MOTION
 RX0126
 RX0126  HISTORY     - Date     Condition        Report By
 RX0126  HISTORY     - 1936     MONUMENTED       CGS
 RX0126  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0126
 RX0126                          STATION DESCRIPTION
 RX0126
 RX0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0126'3.3 MI N FROM HELENA.
 RX0126'3.3 MILES NORTH ALONG MONTANA AVENUE AND U.S. HIGHWAY 91 FROM THE
 RX0126'STATE CAPITOL AT HELENA, LEWIS AND CLARK COUNTY, 0.5 MILE NORTH OF THE
 RX0126'RESURRECTION CEMETERY ENTRANCE, 0.3 MILE SOUTH OF A CONCRETE BRIDGE,
 RX0126'AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 RX0126'STAMPED H 455 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0097 ***********************************************************************
 RX0097  DESIGNATION -  H 456
 RX0097  PID         -  RX0097
 RX0097  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0097  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0097
 RX0097                         *CURRENT SURVEY CONTROL
 RX0097  ___________________________________________________________________
 RX0097* NAD 83(1986)-  46 42 02.     (N)    112 01 19.     (W)     SCALED    
 RX0097* NAVD 88     -      1143.039  (meters)    3750.12   (feet)  ADJUSTED  
 RX0097  ___________________________________________________________________
 RX0097  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RX0097  DYNAMIC HT  -        1142.814 (meters)    3749.38  (feet)  COMP
 RX0097  MODELED GRAV-     980,377.9   (mgal)                       NAVD 88
 RX0097
 RX0097  VERT ORDER  -  FIRST     CLASS II
 RX0097
 RX0097.The horizontal coordinates were scaled from a topographic map and have
 RX0097.an estimated accuracy of +/- 6 seconds.
 RX0097
 RX0097.The orthometric height was determined by differential leveling
 RX0097.and adjusted by the National Geodetic Survey in June 1991..
 RX0097
 RX0097.The geoid height was determined by GEOID03.
 RX0097
 RX0097.The dynamic height is computed by dividing the NAVD 88
 RX0097.geopotential number by the normal gravity value computed on the
 RX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0097.degrees latitude (g = 980.6199 gals.).
 RX0097
 RX0097.The modeled gravity was interpolated from observed gravity values.
 RX0097
 RX0097;                    North         East    Units  Estimated Accuracy
 RX0097;SPC MT       -   275,410.      407,270.      MT  (+/- 180 meters Scaled)
 RX0097
 RX0097                          SUPERSEDED SURVEY CONTROL
 RX0097
 RX0097  NGVD 29 (??/??/92) 1142.020  (m)         3746.78   (f) ADJ UNCH    1 2
 RX0097
 RX0097.Superseded values are not recommended for survey control.
 RX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0097.See file dsdata.txt to determine how the superseded data were derived.
 RX0097
 RX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218723(NAD 83)
 RX0097_MARKER: DB = BENCH MARK DISK
 RX0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0097_STAMPING: H 456 1936
 RX0097_MARK LOGO: CGS   
 RX0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0097+STABILITY: SURFACE MOTION
 RX0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0097+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 RX0097
 RX0097  HISTORY     - Date     Condition        Report By
 RX0097  HISTORY     - 1936     MONUMENTED       CGS
 RX0097  HISTORY     - 1962     GOOD             NGS
 RX0097  HISTORY     - 19960807 GOOD             MTDOT
 RX0097
 RX0097                          STATION DESCRIPTION
 RX0097
 RX0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0097'7.0 MI N FROM HELENA.
 RX0097'7.0 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0097'PACIFIC RAILROAD AT HELENA, 71 1/2 FEET WEST OF THE CENTER LINE OF THE
 RX0097'AVENUE, 180 1/2 FEET SOUTH OF A FENCE CORNER, IN A FENCE LINE, ABOUT
 RX0097'LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 RX0097'0.1 FOOT.
 RX0097
 RX0097                          STATION RECOVERY (1996)
 RX0097
 RX0097'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RX0097'7.O MI NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE MONTANA
 RX0097'RAIL LINK TRACKS AT HELENA, 71.5 FT (21.8 M) WEST OF THE CENTER OF
 RX0097'MONTANA AVENUE, 180.5 FT (55.0 M) SOUTH OF A FENCE CORNER, IN A FENCE
 RX0097'LINE AND SET IN TOP OF A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0096 ***********************************************************************
 RX0096  DESIGNATION -  H 457
 RX0096  PID         -  RX0096
 RX0096  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0096  USGS QUAD   -  RATTLESNAKE MOUNTAIN (1979)
 RX0096
 RX0096                         *CURRENT SURVEY CONTROL
 RX0096  ___________________________________________________________________
 RX0096* NAD 83(1986)-  46 45 06.     (N)    112 01 08.     (W)     SCALED    
 RX0096* NAVD 88     -      1281.878  (meters)    4205.63   (feet)  ADJUSTED  
 RX0096  ___________________________________________________________________
 RX0096  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 RX0096  DYNAMIC HT  -        1281.625 (meters)    4204.80  (feet)  COMP
 RX0096  MODELED GRAV-     980,372.0   (mgal)                       NAVD 88
 RX0096
 RX0096  VERT ORDER  -  FIRST     CLASS II
 RX0096
 RX0096.The horizontal coordinates were scaled from a topographic map and have
 RX0096.an estimated accuracy of +/- 6 seconds.
 RX0096
 RX0096.The orthometric height was determined by differential leveling
 RX0096.and adjusted by the National Geodetic Survey in June 1991..
 RX0096
 RX0096.The geoid height was determined by GEOID03.
 RX0096
 RX0096.The dynamic height is computed by dividing the NAVD 88
 RX0096.geopotential number by the normal gravity value computed on the
 RX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0096.degrees latitude (g = 980.6199 gals.).
 RX0096
 RX0096.The modeled gravity was interpolated from observed gravity values.
 RX0096
 RX0096;                    North         East    Units  Estimated Accuracy
 RX0096;SPC MT       -   281,080.      407,690.      MT  (+/- 180 meters Scaled)
 RX0096
 RX0096                          SUPERSEDED SURVEY CONTROL
 RX0096
 RX0096  NGVD 29 (??/??/92) 1280.853  (m)         4202.27   (f) ADJ UNCH    1 2
 RX0096
 RX0096.Superseded values are not recommended for survey control.
 RX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0096.See file dsdata.txt to determine how the superseded data were derived.
 RX0096
 RX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS221780(NAD 83)
 RX0096_MARKER: DB = BENCH MARK DISK
 RX0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0096_STAMPING: H 457 1936
 RX0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0096+STABILITY: SURFACE MOTION
 RX0096
 RX0096  HISTORY     - Date     Condition        Report By
 RX0096  HISTORY     - 1936     MONUMENTED       CGS
 RX0096  HISTORY     - 1962     GOOD             NGS
 RX0096
 RX0096                          STATION DESCRIPTION
 RX0096
 RX0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0096'10.6 MI N FROM HELENA.
 RX0096'10.6 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0096'NORTHERN PACIFIC RAILROAD AT HELENA, ON THE TOP OF A PROMINENT KNOLL
 RX0096'THAT IS COVERED WITH CRUSHED ROACK, ON THE INSIDE OF A CURVE, 170 FEET
 RX0096'EAST OF THE CENTER LINE OF THE AVENUE, 121 FEET EAST OF A FENCE, 71
 RX0096'FEET NORTHEAST OF A 24-INCH PINE, 35 FEET HIGHER THAN THE HIGHWAY AND
 RX0096'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0271 ***********************************************************************
 RW0271  DESIGNATION -  H 459
 RW0271  PID         -  RW0271
 RW0271  STATE/COUNTY-  MT/JEFFERSON
 RW0271  USGS QUAD   -  EAST HELENA (1985)
 RW0271
 RW0271                         *CURRENT SURVEY CONTROL
 RW0271  ___________________________________________________________________
 RW0271* NAD 83(1986)-  46 33 53.     (N)    111 57 15.     (W)     SCALED    
 RW0271* NAVD 88     -      1278.600  (meters)    4194.87   (feet)  POSTED    
 RW0271  ___________________________________________________________________
 RW0271  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 RW0271  DYNAMIC HT  -        1278.310 (meters)    4193.92  (feet)  COMP
 RW0271  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 RW0271
 RW0271  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RW0271
 RW0271.The horizontal coordinates were scaled from a topographic map and have
 RW0271.an estimated accuracy of +/- 6 seconds.
 RW0271
 RW0271.The orthometric height was determined by differential leveling
 RW0271.and adjusted by the National Geodetic Survey in 1992..
 RW0271.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RW0271.rate of 2.1 thru 3.0 mm/km.
 RW0271
 RW0271.The geoid height was determined by GEOID03.
 RW0271
 RW0271.The dynamic height is computed by dividing the NAVD 88
 RW0271.geopotential number by the normal gravity value computed on the
 RW0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0271.degrees latitude (g = 980.6199 gals.).
 RW0271
 RW0271.The modeled gravity was interpolated from observed gravity values.
 RW0271
 RW0271;                    North         East    Units  Estimated Accuracy
 RW0271;SPC MT       -   260,160.      411,980.      MT  (+/- 180 meters Scaled)
 RW0271
 RW0271                          SUPERSEDED SURVEY CONTROL
 RW0271
 RW0271  NGVD 29 (??/??/92) 1277.56   (m)         4191.5    (f) COMPUTED    1 2
 RW0271
 RW0271.Superseded values are not recommended for survey control.
 RW0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0271.See file dsdata.txt to determine how the superseded data were derived.
 RW0271
 RW0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS268572(NAD 83)
 RW0271_MARKER: DB = BENCH MARK DISK
 RW0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0271_STAMPING: H 459 1936
 RW0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0271+STABILITY: SURFACE MOTION
 RW0271
 RW0271  HISTORY     - Date     Condition        Report By
 RW0271  HISTORY     - 1936     MONUMENTED       CGS
 RW0271  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0271
 RW0271                          STATION DESCRIPTION
 RW0271
 RW0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0271'2.4 MI SW FROM EAST HELENA.
 RW0271'IN JEFFERSON COUNTY, 2.4 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE
 RW0271'NORTHERN PACIFIC RAILWAY STATION AT EAST HELENA, LEWIS AND CLARK
 RW0271'COUNTY, 0.2 MILE NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 91, 175
 RW0271'YARDS NORTHEAST OF BENCH MARK J 459 DESCRIBED ABOVE, AND 34 FEET
 RW0271'SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H
 RW0271'459 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0122 ***********************************************************************
 QU0122  DESIGNATION -  H 46
 QU0122  PID         -  QU0122
 QU0122  STATE/COUNTY-  MT/POWDER RIVER
 QU0122  USGS QUAD   -  DRY CREEK BUTTE (1982)
 QU0122
 QU0122                         *CURRENT SURVEY CONTROL
 QU0122  ___________________________________________________________________
 QU0122* NAD 83(1986)-  45 20 52.     (N)    105 14 37.     (W)     SCALED    
 QU0122* NAVD 88     -       967.013  (meters)    3172.61   (feet)  ADJUSTED  
 QU0122  ___________________________________________________________________
 QU0122  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 QU0122  DYNAMIC HT  -         966.806 (meters)    3171.93  (feet)  COMP
 QU0122  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 QU0122
 QU0122  VERT ORDER  -  FIRST     CLASS II
 QU0122
 QU0122.The horizontal coordinates were scaled from a topographic map and have
 QU0122.an estimated accuracy of +/- 6 seconds.
 QU0122
 QU0122.The orthometric height was determined by differential leveling
 QU0122.and adjusted by the National Geodetic Survey in June 1991..
 QU0122
 QU0122.The geoid height was determined by GEOID03.
 QU0122
 QU0122.The dynamic height is computed by dividing the NAVD 88
 QU0122.geopotential number by the normal gravity value computed on the
 QU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0122.degrees latitude (g = 980.6199 gals.).
 QU0122
 QU0122.The modeled gravity was interpolated from observed gravity values.
 QU0122
 QU0122;                    North         East    Units  Estimated Accuracy
 QU0122;SPC MT       -   131,070.      933,340.      MT  (+/- 180 meters Scaled)
 QU0122
 QU0122                          SUPERSEDED SURVEY CONTROL
 QU0122
 QU0122  NGVD 29 (??/??/92)  966.414  (m)         3170.64   (f) ADJ UNCH    1 2
 QU0122
 QU0122.Superseded values are not recommended for survey control.
 QU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0122.See file dsdata.txt to determine how the superseded data were derived.
 QU0122
 QU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL809216(NAD 83)
 QU0122_MARKER: DB = BENCH MARK DISK
 QU0122_SETTING: 66 = SET IN ROCK OUTCROP
 QU0122_SP_SET: ROCK OUTCROP
 QU0122_STAMPING: H-46 1934
 QU0122_MARK LOGO: CGS   
 QU0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0122+STABILITY: POSITION/ELEVATION WELL
 QU0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0122+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 QU0122
 QU0122  HISTORY     - Date     Condition        Report By
 QU0122  HISTORY     - 1934     MONUMENTED       CGS
 QU0122  HISTORY     - 1973     GOOD             USGS
 QU0122  HISTORY     - 19950928 GOOD             NGS
 QU0122
 QU0122                          STATION DESCRIPTION
 QU0122
 QU0122'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0122'11 MI SE FROM BROADUS.
 QU0122'11.0 MILES SOUTHEAST OF BROADUS U.S. HIGHWAY 212 AT THE INTERSECTION
 QU0122'OF PARK AVE. AND HOLT ST., 1 BLOCK SOUTH AND 1 BLOCK WEST OF THE
 QU0122'POST OFFICE AT BROADUS, POWDER RIVER COUNTY, THENCE 11.0 MILES
 QU0122'SOUTHEAST ALONG U.S. HIGHWAY 212, 277 FEET NORTH OF A T-DRIVE
 QU0122'SOUTH, ON THE SOUTH SLOPE OF A HILL AND ON TOP OF THE EAST
 QU0122'EDGE OF A LARGE ROCK OUTCROP, A STANDARD TABLET SET IN A DRILL
 QU0122'HOLE STAMPED H-46, 1934.
 QU0122
 QU0122                          STATION RECOVERY (1995)
 QU0122
 QU0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0122'17.6 KM (10.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 QU0122'COURTHOUSE IN BROADUS, NEAR THE EAST END OF A SANDSTONE OUTCROP ON THE
 QU0122'SOUTH SLOPE OF A HILL, 84.4 M (276.9 FT) NORTH OF THE HIGHWAY
 QU0122'CENTERLINE, 5.0 M (16.4 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.0 M
 QU0122'(3.3 FT) WEST OF THE EAST END OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0319 ***********************************************************************
 RW0319  DESIGNATION -  H 460
 RW0319  PID         -  RW0319
 RW0319  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0319  USGS QUAD   -  EAST HELENA (1985)
 RW0319
 RW0319                         *CURRENT SURVEY CONTROL
 RW0319  ___________________________________________________________________
 RW0319* NAD 83(1986)-  46 35 58.     (N)    111 54 52.     (W)     SCALED    
 RW0319* NAVD 88     -      1174.571  (meters)    3853.57   (feet)  ADJUSTED  
 RW0319  ___________________________________________________________________
 RW0319  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RW0319  DYNAMIC HT  -        1174.315 (meters)    3852.73  (feet)  COMP
 RW0319  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 RW0319
 RW0319  VERT ORDER  -  FIRST     CLASS II
 RW0319
 RW0319.The horizontal coordinates were scaled from a topographic map and have
 RW0319.an estimated accuracy of +/- 6 seconds.
 RW0319
 RW0319.The orthometric height was determined by differential leveling
 RW0319.and adjusted by the National Geodetic Survey in June 1991..
 RW0319
 RW0319.The geoid height was determined by GEOID03.
 RW0319
 RW0319.The dynamic height is computed by dividing the NAVD 88
 RW0319.geopotential number by the normal gravity value computed on the
 RW0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0319.degrees latitude (g = 980.6199 gals.).
 RW0319
 RW0319.The modeled gravity was interpolated from observed gravity values.
 RW0319
 RW0319;                    North         East    Units  Estimated Accuracy
 RW0319;SPC MT       -   263,930.      415,140.      MT  (+/- 180 meters Scaled)
 RW0319
 RW0319                          SUPERSEDED SURVEY CONTROL
 RW0319
 RW0319  NGVD 29 (??/??/92) 1173.526  (m)         3850.14   (f) ADJ UNCH    1 2
 RW0319
 RW0319.Superseded values are not recommended for survey control.
 RW0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0319.See file dsdata.txt to determine how the superseded data were derived.
 RW0319
 RW0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299610(NAD 83)
 RW0319_MARKER: DB = BENCH MARK DISK
 RW0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0319_STAMPING: H 460 1936
 RW0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0319+STABILITY: SURFACE MOTION
 RW0319
 RW0319  HISTORY     - Date     Condition        Report By
 RW0319  HISTORY     - 1936     MONUMENTED       CGS
 RW0319  HISTORY     - 1962     GOOD             NGS
 RW0319
 RW0319                          STATION DESCRIPTION
 RW0319
 RW0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0319'0.65 MI N FROM EAST HELENA.
 RW0319'0.65 MILE NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0319'THE GRADE SCHOOL AT EAST HELENA, 36 FEET EAST OF THE CENTER LINE OF
 RW0319'THE ROAD, 94 FEET NORTH-NORTHEAST OF THE CENTER OF THE EAST-NORTHEAST
 RW0319'END OF A 36-INCH PIPE CULVERT, 86 FEET SOUTH OF THE FIRST POWER POLE
 RW0319'NORTH OF BENCH MARK G 460, 69 FEET EAST-SOUTHEAST OF AND ACROSS THE
 RW0319'ROAD FROM THE SECOND TELEPHONE POLE NORTH OF G 460, 65 FEET EAST AND
 RW0319'ACROSS THE ROAD FROM THE NORTH END OF A GATE, ABOUT LEVEL WITH THE
 RW0319'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RW0319'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0318 ***********************************************************************
 RW0318  DESIGNATION -  H 460 RM
 RW0318  PID         -  RW0318
 RW0318  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0318  USGS QUAD   -  EAST HELENA (1985)
 RW0318
 RW0318                         *CURRENT SURVEY CONTROL
 RW0318  ___________________________________________________________________
 RW0318* NAD 83(1986)-  46 35 57.     (N)    111 54 52.     (W)     SCALED    
 RW0318* NAVD 88     -      1174.515  (meters)    3853.39   (feet)  ADJUSTED  
 RW0318  ___________________________________________________________________
 RW0318  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RW0318  DYNAMIC HT  -        1174.259 (meters)    3852.55  (feet)  COMP
 RW0318  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 RW0318
 RW0318  VERT ORDER  -  FIRST     CLASS II
 RW0318
 RW0318.The horizontal coordinates were scaled from a topographic map and have
 RW0318.an estimated accuracy of +/- 6 seconds.
 RW0318
 RW0318.The orthometric height was determined by differential leveling
 RW0318.and adjusted by the National Geodetic Survey in June 1991..
 RW0318
 RW0318.The geoid height was determined by GEOID03.
 RW0318
 RW0318.The dynamic height is computed by dividing the NAVD 88
 RW0318.geopotential number by the normal gravity value computed on the
 RW0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0318.degrees latitude (g = 980.6199 gals.).
 RW0318
 RW0318.The modeled gravity was interpolated from observed gravity values.
 RW0318
 RW0318;                    North         East    Units  Estimated Accuracy
 RW0318;SPC MT       -   263,890.      415,140.      MT  (+/- 180 meters Scaled)
 RW0318
 RW0318                          SUPERSEDED SURVEY CONTROL
 RW0318
 RW0318  NGVD 29 (??/??/92) 1173.469  (m)         3849.96   (f) ADJ UNCH    1 2
 RW0318
 RW0318.Superseded values are not recommended for survey control.
 RW0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0318.See file dsdata.txt to determine how the superseded data were derived.
 RW0318
 RW0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299610(NAD 83)
 RW0318_MARKER: DD = SURVEY DISK
 RW0318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RW0318_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RW0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0318
 RW0318  HISTORY     - Date     Condition        Report By
 RW0318  HISTORY     - UNK      MONUMENTED       BPR
 RW0318  HISTORY     - 1936     GOOD             NGS
 RW0318
 RW0318                          STATION DESCRIPTION
 RW0318
 RW0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RW0318'0.65 MI N FROM EAST HELENA.
 RW0318'0.65 MILE NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0318'THE GRADE SCHOOL AT EAST HELENA, 33 1/2 FEET EAST OF THE CENTER LINE
 RW0318'OF THE ROAD, 95 FEET SOUTH-SOUTHEAST OF A POWER POLE, 83 FEET
 RW0318'NORTH-NORTHEAST OF THE CENTER OF THE EAST-NORTHEAST END OF A 36-INCH
 RW0318'PIPE CULVERT, 9.0 FEET SOUTH-SOUTHWEST OF BENCH MARK H 460, ABOUT
 RW0318'LEVEL WITH THE ROAD, AND BRAZED ON THE TOP OF A 1 1/2-INCH IRON PIPE
 RW0318'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0369 ***********************************************************************
 RW0369  DESIGNATION -  H 462
 RW0369  PID         -  RW0369
 RW0369  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0369  USGS QUAD   -  HAUSER LAKE (1972)
 RW0369
 RW0369                         *CURRENT SURVEY CONTROL
 RW0369  ___________________________________________________________________
 RW0369* NAD 83(1986)-  46 39 49.     (N)    111 50 59.     (W)     SCALED    
 RW0369* NAVD 88     -      1152.931  (meters)    3782.57   (feet)  ADJUSTED  
 RW0369  ___________________________________________________________________
 RW0369  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RW0369  DYNAMIC HT  -        1152.706 (meters)    3781.84  (feet)  COMP
 RW0369  MODELED GRAV-     980,379.4   (mgal)                       NAVD 88
 RW0369
 RW0369  VERT ORDER  -  FIRST     CLASS II
 RW0369
 RW0369.The horizontal coordinates were scaled from a topographic map and have
 RW0369.an estimated accuracy of +/- 6 seconds.
 RW0369
 RW0369.The orthometric height was determined by differential leveling
 RW0369.and adjusted by the National Geodetic Survey in June 1991..
 RW0369
 RW0369.The geoid height was determined by GEOID03.
 RW0369
 RW0369.The dynamic height is computed by dividing the NAVD 88
 RW0369.geopotential number by the normal gravity value computed on the
 RW0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0369.degrees latitude (g = 980.6199 gals.).
 RW0369
 RW0369.The modeled gravity was interpolated from observed gravity values.
 RW0369
 RW0369;                    North         East    Units  Estimated Accuracy
 RW0369;SPC MT       -   270,900.      420,300.      MT  (+/- 180 meters Scaled)
 RW0369
 RW0369                          SUPERSEDED SURVEY CONTROL
 RW0369
 RW0369  NGVD 29 (??/??/92) 1151.91   (m)         3779.2    (f) COMPUTED    1 2
 RW0369
 RW0369.Superseded values are not recommended for survey control.
 RW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0369.See file dsdata.txt to determine how the superseded data were derived.
 RW0369
 RW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS349681(NAD 83)
 RW0369_MARKER: DB = BENCH MARK DISK
 RW0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0369_STAMPING: H 462 1936
 RW0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0369+STABILITY: SURFACE MOTION
 RW0369
 RW0369  HISTORY     - Date     Condition        Report By
 RW0369  HISTORY     - 1936     MONUMENTED       CGS
 RW0369  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0369
 RW0369                          STATION DESCRIPTION
 RW0369
 RW0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0369'6.9 MI NE FROM EAST HELENA.
 RW0369'6.9 MILES NORTHEAST OF THE GRADE SCHOOL BUILDING AT EAST HELENA, LEWIS
 RW0369'AND CLARK COUNTY, 2.6 MILES NORTHEAST ALONG THE EAST HELENA-YORK ROAD
 RW0369'FROM THE CROSSING OF THE EAST ROAD LEADING FROM EAST HELENA TO LAKE
 RW0369'HELENA, ABOUT 240 YARDS NORTHEAST OF BENCH MARK G 462, DESCRIBED
 RW0369'ABOVE, 32 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 RW0369'NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED H 462 1936 AND SET IN
 RW0369'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0398 ***********************************************************************
 RW0398  DESIGNATION -  H 463
 RW0398  PID         -  RW0398
 RW0398  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0398  USGS QUAD   -  HAUSER LAKE (1972)
 RW0398
 RW0398                         *CURRENT SURVEY CONTROL
 RW0398  ___________________________________________________________________
 RW0398* NAD 83(1986)-  46 41 53.     (N)    111 48 42.     (W)     SCALED    
 RW0398* NAVD 88     -      1174.397  (meters)    3853.00   (feet)  ADJUSTED  
 RW0398  ___________________________________________________________________
 RW0398  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 RW0398  DYNAMIC HT  -        1174.185 (meters)    3852.31  (feet)  COMP
 RW0398  MODELED GRAV-     980,393.2   (mgal)                       NAVD 88
 RW0398
 RW0398  VERT ORDER  -  FIRST     CLASS II
 RW0398
 RW0398.The horizontal coordinates were scaled from a topographic map and have
 RW0398.an estimated accuracy of +/- 6 seconds.
 RW0398
 RW0398.The orthometric height was determined by differential leveling
 RW0398.and adjusted by the National Geodetic Survey in June 1991..
 RW0398
 RW0398.The geoid height was determined by GEOID03.
 RW0398
 RW0398.The dynamic height is computed by dividing the NAVD 88
 RW0398.geopotential number by the normal gravity value computed on the
 RW0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0398.degrees latitude (g = 980.6199 gals.).
 RW0398
 RW0398.The modeled gravity was interpolated from observed gravity values.
 RW0398
 RW0398;                    North         East    Units  Estimated Accuracy
 RW0398;SPC MT       -   274,640.      423,330.      MT  (+/- 180 meters Scaled)
 RW0398
 RW0398                          SUPERSEDED SURVEY CONTROL
 RW0398
 RW0398  NGVD 29 (??/??/92) 1173.396  (m)         3849.72   (f) ADJ UNCH    1 2
 RW0398
 RW0398.Superseded values are not recommended for survey control.
 RW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0398.See file dsdata.txt to determine how the superseded data were derived.
 RW0398
 RW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS379719(NAD 83)
 RW0398_MARKER: DB = BENCH MARK DISK
 RW0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0398_STAMPING: H 463 1936
 RW0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0398+STABILITY: SURFACE MOTION
 RW0398
 RW0398  HISTORY     - Date     Condition        Report By
 RW0398  HISTORY     - 1936     MONUMENTED       CGS
 RW0398  HISTORY     - 1962     GOOD             NGS
 RW0398
 RW0398                          STATION DESCRIPTION
 RW0398
 RW0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0398'4.9 MI SW FROM YORK.
 RW0398'4.75 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK,
 RW0398'THENCE 0.15 MILE SOUTH ACROSS COUNTRY AND ALONG THE EDGE OF A CLIFF,
 RW0398'90 YARDS SOUTH OF BENCH MARK J 463, 20 FEET WEST OF THE EDGE OF THE
 RW0398'CLIFF, 4 FEET SOUTHWEST OF A CAIRN, AND SET IN THE TOP OF A CONCRETE
 RW0398'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0399 ***********************************************************************
 RW0399  DESIGNATION -  H 463 RESET
 RW0399  PID         -  RW0399
 RW0399  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0399  USGS QUAD   -  HAUSER LAKE (1972)
 RW0399
 RW0399                         *CURRENT SURVEY CONTROL
 RW0399  ___________________________________________________________________
 RW0399* NAD 83(1986)-  46 41 53.     (N)    111 48 42.     (W)     SCALED    
 RW0399* NAVD 88     -      1174.40   (meters)    3853.0    (feet)  RESET     
 RW0399  ___________________________________________________________________
 RW0399  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 RW0399
 RW0399  VERT ORDER  -  THIRD
 RW0399
 RW0399.The horizontal coordinates were scaled from a topographic map and have
 RW0399.an estimated accuracy of +/- 6 seconds.
 RW0399
 RW0399.The orthometric height was computed from unverified reset data.
 RW0399.No vertical observational check was made to the station.
 RW0399
 RW0399.The geoid height was determined by GEOID03.
 RW0399
 RW0399;                    North         East    Units  Estimated Accuracy
 RW0399;SPC MT       -   274,640.      423,330.      MT  (+/- 180 meters Scaled)
 RW0399
 RW0399                          SUPERSEDED SURVEY CONTROL
 RW0399
 RW0399  NGVD 29 (03/30/06) 1173.40   (m)         3849.7    (f) RESET       3  
 RW0399
 RW0399.Superseded values are not recommended for survey control.
 RW0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0399.See file dsdata.txt to determine how the superseded data were derived.
 RW0399
 RW0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS379719(NAD 83)
 RW0399_MARKER: DD = SURVEY DISK
 RW0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0399_STAMPING: H 463 RESET 1974
 RW0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0399+STABILITY: SURFACE MOTION
 RW0399
 RW0399  HISTORY     - Date     Condition        Report By
 RW0399  HISTORY     - 1974     MONUMENTED       MTDH
 RW0399
 RW0399                          STATION DESCRIPTION
 RW0399
 RW0399'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1974
 RW0399'1.81 MI NE FROM YORK.
 RW0399'1.81 MILES NORTHEAST ALONG THE HELENA YORK ROAD FROM THE LAKESIDE
 RW0399'MARINA ABOUT THE CENTER OF A LARGE CUT, 85 FEET RIGHT OF THE
 RW0399'CENTERLINE OF THE ROAD HIGHWAY STATION 677+65 ABOUT 17.5 FEET HIGHER
 RW0399'THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RW0399'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0429 ***********************************************************************
 RW0429  DESIGNATION -  H 464
 RW0429  PID         -  RW0429
 RW0429  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0429  USGS QUAD   -  HAUSER LAKE (1972)
 RW0429
 RW0429                         *CURRENT SURVEY CONTROL
 RW0429  ___________________________________________________________________
 RW0429* NAD 83(1986)-  46 42 34.     (N)    111 47 03.     (W)     SCALED    
 RW0429* NAVD 88     -      1155.603  (meters)    3791.34   (feet)  ADJUSTED  
 RW0429  ___________________________________________________________________
 RW0429  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 RW0429  DYNAMIC HT  -        1155.372 (meters)    3790.58  (feet)  COMP
 RW0429  MODELED GRAV-     980,374.7   (mgal)                       NAVD 88
 RW0429
 RW0429  VERT ORDER  -  FIRST     CLASS II
 RW0429
 RW0429.The horizontal coordinates were scaled from a topographic map and have
 RW0429.an estimated accuracy of +/- 6 seconds.
 RW0429
 RW0429.The orthometric height was determined by differential leveling
 RW0429.and adjusted by the National Geodetic Survey in June 1991..
 RW0429.WARNING-Repeat measurements at this control monument indicate possible
 RW0429.vertical movement.
 RW0429
 RW0429.The geoid height was determined by GEOID03.
 RW0429
 RW0429.The dynamic height is computed by dividing the NAVD 88
 RW0429.geopotential number by the normal gravity value computed on the
 RW0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0429.degrees latitude (g = 980.6199 gals.).
 RW0429
 RW0429.The modeled gravity was interpolated from observed gravity values.
 RW0429
 RW0429;                    North         East    Units  Estimated Accuracy
 RW0429;SPC MT       -   275,840.      425,460.      MT  (+/- 180 meters Scaled)
 RW0429
 RW0429                          SUPERSEDED SURVEY CONTROL
 RW0429
 RW0429  NGVD 29 (??/??/92) 1154.576  (m)         3787.97   (f) ADJ UNCH    1 2
 RW0429
 RW0429.Superseded values are not recommended for survey control.
 RW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0429.See file dsdata.txt to determine how the superseded data were derived.
 RW0429
 RW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS400731(NAD 83)
 RW0429_MARKER: DB = BENCH MARK DISK
 RW0429_SETTING: 66 = SET IN ROCK OUTCROP
 RW0429_SP_SET: OUTCROP
 RW0429_STAMPING: H 464 1936
 RW0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0429+STABILITY: POSITION/ELEVATION WELL
 RW0429
 RW0429  HISTORY     - Date     Condition        Report By
 RW0429  HISTORY     - 1936     MONUMENTED       CGS
 RW0429  HISTORY     - 1962     GOOD             NGS
 RW0429
 RW0429                          STATION DESCRIPTION
 RW0429
 RW0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0429'2.0 MI SW FROM YORK.
 RW0429'2.0 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK, AT A
 RW0429'POINT WHERE TROUT CREEK AND THE ROAD PASSES THROUGH A NATURAL ROCK
 RW0429'GATEWAY, NEAR THE SOUTHWEST END OF AN OUTCROP, SET VERTICALLY IN THE
 RW0429'SOUTHEAST FACE OF A MASSIVE OUTCROP CUT, 31 FEET NORTHWEST OF THE
 RW0429'CENTER LINE OF THE ROAD, 5 FEET NORTHWEST OF THE CENTER OF THE CREEK,
 RW0429'AND ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0210 ***********************************************************************
 RX0210  DESIGNATION -  H 465
 RX0210  PID         -  RX0210
 RX0210  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0210  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0210
 RX0210                         *CURRENT SURVEY CONTROL
 RX0210  ___________________________________________________________________
 RX0210* NAD 83(1986)-  46 38 43.     (N)    112 04 52.     (W)     SCALED    
 RX0210* NAVD 88     -      1216.477  (meters)    3991.06   (feet)  ADJUSTED  
 RX0210  ___________________________________________________________________
 RX0210  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RX0210  DYNAMIC HT  -        1216.216 (meters)    3990.20  (feet)  COMP
 RX0210  MODELED GRAV-     980,357.5   (mgal)                       NAVD 88
 RX0210
 RX0210  VERT ORDER  -  FIRST     CLASS II
 RX0210
 RX0210.The horizontal coordinates were scaled from a topographic map and have
 RX0210.an estimated accuracy of +/- 6 seconds.
 RX0210
 RX0210.The orthometric height was determined by differential leveling
 RX0210.and adjusted by the National Geodetic Survey in June 1991..
 RX0210
 RX0210.The geoid height was determined by GEOID03.
 RX0210
 RX0210.The dynamic height is computed by dividing the NAVD 88
 RX0210.geopotential number by the normal gravity value computed on the
 RX0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0210.degrees latitude (g = 980.6199 gals.).
 RX0210
 RX0210.The modeled gravity was interpolated from observed gravity values.
 RX0210
 RX0210;                    North         East    Units  Estimated Accuracy
 RX0210;SPC MT       -   269,420.      402,550.      MT  (+/- 180 meters Scaled)
 RX0210
 RX0210                          SUPERSEDED SURVEY CONTROL
 RX0210
 RX0210  NGVD 29 (??/??/92) 1215.437  (m)         3987.65   (f) ADJ UNCH    1 2
 RX0210
 RX0210.Superseded values are not recommended for survey control.
 RX0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0210.See file dsdata.txt to determine how the superseded data were derived.
 RX0210
 RX0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS172663(NAD 83)
 RX0210_MARKER: DB = BENCH MARK DISK
 RX0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0210_STAMPING: H 465 1936
 RX0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0210+STABILITY: SURFACE MOTION
 RX0210
 RX0210  HISTORY     - Date     Condition        Report By
 RX0210  HISTORY     - 1936     MONUMENTED       CGS
 RX0210  HISTORY     - 1962     GOOD             NGS
 RX0210
 RX0210                          STATION DESCRIPTION
 RX0210
 RX0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0210'3.35 MI NW FROM HELENA.
 RX0210'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0210'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 1.35 MILES WEST ALONG A
 RX0210'COUNTY ROAD, 155 YARDS WEST OF BENCH MARK G 465, 43 FEET SOUTH OF THE
 RX0210'CENTER LINE OF THE ROAD, 65 FEET SOUTH OF AND ACROSS THE ROAD FROM A
 RX0210'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RX0210'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0234 ***********************************************************************
 RX0234  DESIGNATION -  H 466
 RX0234  PID         -  RX0234
 RX0234  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0234  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0234
 RX0234                         *CURRENT SURVEY CONTROL
 RX0234  ___________________________________________________________________
 RX0234* NAD 83(1986)-  46 37 49.     (N)    112 06 04.     (W)     SCALED    
 RX0234* NAVD 88     -      1213.071  (meters)    3979.88   (feet)  ADJUSTED  
 RX0234  ___________________________________________________________________
 RX0234  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0234  DYNAMIC HT  -        1212.809 (meters)    3979.02  (feet)  COMP
 RX0234  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 RX0234
 RX0234  VERT ORDER  -  FIRST     CLASS II
 RX0234
 RX0234.The horizontal coordinates were scaled from a topographic map and have
 RX0234.an estimated accuracy of +/- 6 seconds.
 RX0234
 RX0234.The orthometric height was determined by differential leveling
 RX0234.and adjusted by the National Geodetic Survey in June 1991..
 RX0234
 RX0234.The geoid height was determined by GEOID03.
 RX0234
 RX0234.The dynamic height is computed by dividing the NAVD 88
 RX0234.geopotential number by the normal gravity value computed on the
 RX0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0234.degrees latitude (g = 980.6199 gals.).
 RX0234
 RX0234.The modeled gravity was interpolated from observed gravity values.
 RX0234
 RX0234;                    North         East    Units  Estimated Accuracy
 RX0234;SPC MT       -   267,810.      400,960.      MT  (+/- 180 meters Scaled)
 RX0234
 RX0234                          SUPERSEDED SURVEY CONTROL
 RX0234
 RX0234  NGVD 29 (??/??/92) 1212.028  (m)         3976.46   (f) ADJ UNCH    1 2
 RX0234
 RX0234.Superseded values are not recommended for survey control.
 RX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0234.See file dsdata.txt to determine how the superseded data were derived.
 RX0234
 RX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS157646(NAD 83)
 RX0234_MARKER: DB = BENCH MARK DISK
 RX0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0234_STAMPING: H 466 1936
 RX0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0234+STABILITY: SURFACE MOTION
 RX0234
 RX0234  HISTORY     - Date     Condition        Report By
 RX0234  HISTORY     - 1936     MONUMENTED       CGS
 RX0234  HISTORY     - 1962     GOOD             NGS
 RX0234
 RX0234                          STATION DESCRIPTION
 RX0234
 RX0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0234'IN FORT HARRISON.
 RX0234'AT FORT HARRISON, 0.35 MILES WEST OF THE INTERSECTION OF THE
 RX0234'HELENA-MARYSVILLE ROAD AND THE NORTHEAST BOUNDARY FENCE CORNER, 165
 RX0234'YARDS WEST OF BENCH MARK G 466, 29 FEET SOUTH OF THE CENTER LINE OF A
 RX0234'COUNTY ROAD, 157 FEET SOUTHEAST OF THE SECOND POWER LINE POLE WEST OF
 RX0234'BENCH MARK G 466, 1.6 FEET NORTH OF A FENCE, AND ABOUT LEVEL WITH THE
 RX0234'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RX0234'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0260 ***********************************************************************
 RX0260  DESIGNATION -  H 467
 RX0260  PID         -  RX0260
 RX0260  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0260  USGS QUAD   -  HELENA (1985)
 RX0260
 RX0260                         *CURRENT SURVEY CONTROL
 RX0260  ___________________________________________________________________
 RX0260* NAD 83(1986)-  46 36 49.     (N)    112 05 16.     (W)     SCALED    
 RX0260* NAVD 88     -      1197.790  (meters)    3929.75   (feet)  ADJUSTED  
 RX0260  ___________________________________________________________________
 RX0260  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0260  DYNAMIC HT  -        1197.528 (meters)    3928.89  (feet)  COMP
 RX0260  MODELED GRAV-     980,355.4   (mgal)                       NAVD 88
 RX0260
 RX0260  VERT ORDER  -  FIRST     CLASS II
 RX0260
 RX0260.The horizontal coordinates were scaled from a topographic map and have
 RX0260.an estimated accuracy of +/- 6 seconds.
 RX0260
 RX0260.The orthometric height was determined by differential leveling
 RX0260.and adjusted by the National Geodetic Survey in June 1991..
 RX0260
 RX0260.The geoid height was determined by GEOID03.
 RX0260
 RX0260.The dynamic height is computed by dividing the NAVD 88
 RX0260.geopotential number by the normal gravity value computed on the
 RX0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0260.degrees latitude (g = 980.6199 gals.).
 RX0260
 RX0260.The modeled gravity was interpolated from observed gravity values.
 RX0260
 RX0260;                    North         East    Units  Estimated Accuracy
 RX0260;SPC MT       -   265,920.      401,920.      MT  (+/- 180 meters Scaled)
 RX0260
 RX0260                          SUPERSEDED SURVEY CONTROL
 RX0260
 RX0260  NGVD 29 (??/??/92) 1196.746  (m)         3926.32   (f) ADJ UNCH    1 2
 RX0260
 RX0260.Superseded values are not recommended for survey control.
 RX0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0260.See file dsdata.txt to determine how the superseded data were derived.
 RX0260
 RX0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS167628(NAD 83)
 RX0260_MARKER: DB = BENCH MARK DISK
 RX0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0260_STAMPING: H 467 1936
 RX0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0260+STABILITY: SURFACE MOTION
 RX0260
 RX0260  HISTORY     - Date     Condition        Report By
 RX0260  HISTORY     - 1936     MONUMENTED       CGS
 RX0260  HISTORY     - 1962     GOOD             NGS
 RX0260
 RX0260                          STATION DESCRIPTION
 RX0260
 RX0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0260'0.3 MI E FROM FORT HARRISON.
 RX0260'0.3 MILE EAST ALONG WILLIAMS STREET FROM THE MAIN ENTRACE GATE AT FORT
 RX0260'HARRISON, AT THE SOUTH END OF A SHARP CURVE, 23 FEET EAST OF THE
 RX0260'CENTER LINE OF THE STREET, 139 FEET SOUTH OF THE SOUTH END OF A GATE
 RX0260'ACROSS A DRIVEWAY EAST, 1.3 FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A
 RX0260'WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A
 RX0260'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0008 ***********************************************************************
 RX0008  DESIGNATION -  H 468
 RX0008  PID         -  RX0008
 RX0008  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0008  USGS QUAD   -  HELENA (1985)
 RX0008
 RX0008                         *CURRENT SURVEY CONTROL
 RX0008  ___________________________________________________________________
 RX0008* NAD 83(1986)-  46 36 13.     (N)    112 02 14.     (W)     SCALED    
 RX0008* NAVD 88     -      1210.956  (meters)    3972.94   (feet)  ADJUSTED  
 RX0008  ___________________________________________________________________
 RX0008  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0008  DYNAMIC HT  -        1210.704 (meters)    3972.12  (feet)  COMP
 RX0008  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 RX0008
 RX0008  VERT ORDER  -  FIRST     CLASS II
 RX0008
 RX0008.The horizontal coordinates were scaled from a topographic map and have
 RX0008.an estimated accuracy of +/- 6 seconds.
 RX0008
 RX0008.The orthometric height was determined by differential leveling
 RX0008.and adjusted by the National Geodetic Survey in June 1991..
 RX0008
 RX0008.The geoid height was determined by GEOID03.
 RX0008
 RX0008.The dynamic height is computed by dividing the NAVD 88
 RX0008.geopotential number by the normal gravity value computed on the
 RX0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0008.degrees latitude (g = 980.6199 gals.).
 RX0008
 RX0008.The modeled gravity was interpolated from observed gravity values.
 RX0008
 RX0008;                    North         East    Units  Estimated Accuracy
 RX0008;SPC MT       -   264,690.      405,750.      MT  (+/- 180 meters Scaled)
 RX0008
 RX0008                          SUPERSEDED SURVEY CONTROL
 RX0008
 RX0008  NGVD 29 (??/??/92) 1209.927  (m)         3969.57   (f) ADJ UNCH    1 2
 RX0008
 RX0008.Superseded values are not recommended for survey control.
 RX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0008.See file dsdata.txt to determine how the superseded data were derived.
 RX0008
 RX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS205616(NAD 83)
 RX0008_MARKER: DB = BENCH MARK DISK
 RX0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0008_STAMPING: H 468 1936
 RX0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0008+STABILITY: SURFACE MOTION
 RX0008
 RX0008  HISTORY     - Date     Condition        Report By
 RX0008  HISTORY     - 1936     MONUMENTED       CGS
 RX0008  HISTORY     - 1962     GOOD             NGS
 RX0008  HISTORY     - 1968     GOOD             NGS
 RX0008
 RX0008                          STATION DESCRIPTION
 RX0008
 RX0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0008'0.25 MI SE FROM HELENA.
 RX0008'0.25 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0008'OF BENTON AVENUE AT HELENA, AT THE NORTHEAST CORNER OF CARROLL COLLEGE
 RX0008'GROUNDS, 12 POLES SOUTH-SOUTHEAST OF MILEPOLE 213, 50.0 FEET SOUTHWEST
 RX0008'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACKS, 90 FEET SOUTH OF A
 RX0008'TELEPHONE POLE, 14 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD,
 RX0008'1.0 FOOT EAST-NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 RX0008'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 RX0008'GROUND.
 RX0008
 RX0008                          STATION RECOVERY (1968)
 RX0008
 RX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RX0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0091 ***********************************************************************
 QW0091  DESIGNATION -  H 47
 QW0091  PID         -  QW0091
 QW0091  STATE/COUNTY-  MT/CARBON
 QW0091  USGS QUAD   -  WADE (1969)
 QW0091
 QW0091                         *CURRENT SURVEY CONTROL
 QW0091  ___________________________________________________________________
 QW0091* NAD 83(1986)-  45 09 08.     (N)    108 48 15.     (W)     SCALED    
 QW0091* NAVD 88     -      1248.392  (meters)    4095.77   (feet)  POSTED    
 QW0091  ___________________________________________________________________
 QW0091  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 QW0091  DYNAMIC HT  -        1247.970 (meters)    4094.38  (feet)  COMP
 QW0091  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 QW0091
 QW0091  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0091
 QW0091.The horizontal coordinates were scaled from a topographic map and have
 QW0091.an estimated accuracy of +/- 6 seconds.
 QW0091
 QW0091.The orthometric height was determined by differential leveling
 QW0091.and adjusted by the National Geodetic Survey in 1992..
 QW0091.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0091.rate of 1.1 thru 2.0 mm/km.
 QW0091
 QW0091.The geoid height was determined by GEOID03.
 QW0091
 QW0091.The dynamic height is computed by dividing the NAVD 88
 QW0091.geopotential number by the normal gravity value computed on the
 QW0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0091.degrees latitude (g = 980.6199 gals.).
 QW0091
 QW0091.The modeled gravity was interpolated from observed gravity values.
 QW0091
 QW0091;                    North         East    Units  Estimated Accuracy
 QW0091;SPC MT       -   100,520.      654,710.      MT  (+/- 180 meters Scaled)
 QW0091
 QW0091                          SUPERSEDED SURVEY CONTROL
 QW0091
 QW0091  NGVD 29 (??/??/92) 1247.485  (m)         4092.79   (f) ADJ UNCH    1 2
 QW0091
 QW0091.Superseded values are not recommended for survey control.
 QW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0091.See file dsdata.txt to determine how the superseded data were derived.
 QW0091
 QW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR726022(NAD 83)
 QW0091_MARKER: DB = BENCH MARK DISK
 QW0091_SETTING: 66 = SET IN ROCK OUTCROP
 QW0091_SP_SET: ROCK OUTCROP
 QW0091_STAMPING: H 47 1933
 QW0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0091+STABILITY: POSITION/ELEVATION WELL
 QW0091
 QW0091  HISTORY     - Date     Condition        Report By
 QW0091  HISTORY     - 1933     MONUMENTED       CGS
 QW0091  HISTORY     - 1940     GOOD             NGS
 QW0091  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0091
 QW0091                          STATION DESCRIPTION
 QW0091
 QW0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 QW0091'1.0 MI SE FROM WADE.
 QW0091'1.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 QW0091'FROM WADE, AT MILEAGE 475.26, 100 FEET NORTHWEST OF CULVERT 475.25, 27
 QW0091'FEET NORTHEAST OF THE TRACK, AND IN THE TOP OF A PROMINENT ROCK
 QW0091'OUTCROP MARKED BY A PYRAMID OF LOOSE STONES.  A STANDARD DISK, STAMPED
 QW0091'H 47 1933.
 QW0091
 QW0091                          STATION RECOVERY (1982)
 QW0091
 QW0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0567 ***********************************************************************
 SU0567  DESIGNATION -  H 471
 SU0567  PID         -  SU0567
 SU0567  STATE/COUNTY-  MT/SANDERS
 SU0567  USGS QUAD   -  TROUT CREEK (1983)
 SU0567
 SU0567                         *CURRENT SURVEY CONTROL
 SU0567  ___________________________________________________________________
 SU0567* NAD 83(1986)-  47 49 01.     (N)    115 33 45.     (W)     SCALED    
 SU0567* NAVD 88     -       724.291  (meters)    2376.28   (feet)  ADJUSTED  
 SU0567  ___________________________________________________________________
 SU0567  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 SU0567  DYNAMIC HT  -         724.290 (meters)    2376.27  (feet)  COMP
 SU0567  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 SU0567
 SU0567  VERT ORDER  -  FIRST     CLASS II
 SU0567
 SU0567.The horizontal coordinates were scaled from a topographic map and have
 SU0567.an estimated accuracy of +/- 6 seconds.
 SU0567
 SU0567.The orthometric height was determined by differential leveling
 SU0567.and adjusted by the National Geodetic Survey in June 1991..
 SU0567.WARNING-Repeat measurements at this control monument indicate possible
 SU0567.vertical movement.
 SU0567
 SU0567.The geoid height was determined by GEOID03.
 SU0567
 SU0567.The dynamic height is computed by dividing the NAVD 88
 SU0567.geopotential number by the normal gravity value computed on the
 SU0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0567.degrees latitude (g = 980.6199 gals.).
 SU0567
 SU0567.The modeled gravity was interpolated from observed gravity values.
 SU0567
 SU0567;                    North         East    Units  Estimated Accuracy
 SU0567;SPC MT       -   413,910.      146,670.      MT  (+/- 180 meters Scaled)
 SU0567
 SU0567                          SUPERSEDED SURVEY CONTROL
 SU0567
 SU0567  NGVD 29 (??/??/92)  723.101  (m)         2372.37   (f) ADJ UNCH    1 2
 SU0567
 SU0567.Superseded values are not recommended for survey control.
 SU0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0567.See file dsdata.txt to determine how the superseded data were derived.
 SU0567
 SU0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN076969(NAD 83)
 SU0567_MARKER: DB = BENCH MARK DISK
 SU0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0567_STAMPING: H 471 1944
 SU0567_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0567+STABILITY: SURFACE MOTION
 SU0567
 SU0567  HISTORY     - Date     Condition        Report By
 SU0567  HISTORY     - 1944     MONUMENTED       CGS
 SU0567  HISTORY     - 1952     GOOD             NGS
 SU0567  HISTORY     - 1980     GOOD             NGS
 SU0567
 SU0567                          STATION DESCRIPTION
 SU0567
 SU0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0567'2.1 MI SE FROM TROUT CREEK.
 SU0567'2.1 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0567'STATION AT TROUT CREEK, ABOUT 0.1 MILE SOUTHEAST OF A POINT WHERE THE
 SU0567'RAILROAD PASSES OVER U. S. HIGHWAY 10A, 34.0 FEET SOUTHWEST OF THE
 SU0567'SOUTHWEST RAIL, 2.0 FEET WEST OF A TELEGRAPH POLE, 2.7 FEET EAST OF A
 SU0567'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACKS, AND SET IN THE TOP
 SU0567'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SU0567
 SU0567                          STATION RECOVERY (1980)
 SU0567
 SU0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0567'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 SU0567'THE POST OFFICE IN TROUT CREEK, THENCE 0.25 KILOMETER (0.15 MILE)
 SU0567'EAST-SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILWAY, ALSO 1.6
 SU0567'KILOMETER (1.0 MILE) SOUTHEAST ALONG THE RAILWAY FROM BENCH MARK
 SU0567'G 471, 10.4 METERS (34.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 SU0567'TRACKS, 0.6 METERS (2.0 FEET) WEST OF THE SIXTH TELEGRAPH POLE EAST-
 SU0567'SOUTHEAST OF RAILWAY BRIDGE NUMBER 51 OVER THE HIGHWAY,
 SU0567'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 SU0567'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0339 ***********************************************************************
 SU0339  DESIGNATION -  H 472
 SU0339  PID         -  SU0339
 SU0339  STATE/COUNTY-  MT/SANDERS
 SU0339  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0339
 SU0339                         *CURRENT SURVEY CONTROL
 SU0339  ___________________________________________________________________
 SU0339* NAD 83(1986)-  47 34 36.     (N)    115 16 43.     (W)     SCALED    
 SU0339* NAVD 88     -       750.834  (meters)    2463.36   (feet)  ADJUSTED  
 SU0339  ___________________________________________________________________
 SU0339  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 SU0339  DYNAMIC HT  -         750.773 (meters)    2463.16  (feet)  COMP
 SU0339  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 SU0339
 SU0339  VERT ORDER  -  FIRST     CLASS II
 SU0339
 SU0339.The horizontal coordinates were scaled from a topographic map and have
 SU0339.an estimated accuracy of +/- 6 seconds.
 SU0339
 SU0339.The orthometric height was determined by differential leveling
 SU0339.and adjusted by the National Geodetic Survey in June 1991..
 SU0339
 SU0339.The geoid height was determined by GEOID03.
 SU0339
 SU0339.The dynamic height is computed by dividing the NAVD 88
 SU0339.geopotential number by the normal gravity value computed on the
 SU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0339.degrees latitude (g = 980.6199 gals.).
 SU0339
 SU0339.The modeled gravity was interpolated from observed gravity values.
 SU0339
 SU0339;                    North         East    Units  Estimated Accuracy
 SU0339;SPC MT       -   385,670.      165,890.      MT  (+/- 180 meters Scaled)
 SU0339
 SU0339                          SUPERSEDED SURVEY CONTROL
 SU0339
 SU0339  NGVD 29 (??/??/92)  749.654  (m)         2459.49   (f) ADJ UNCH    1 2
 SU0339
 SU0339.Superseded values are not recommended for survey control.
 SU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0339.See file dsdata.txt to determine how the superseded data were derived.
 SU0339
 SU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN294706(NAD 83)
 SU0339_MARKER: DB = BENCH MARK DISK
 SU0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0339_STAMPING: H 472 1944
 SU0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0339+STABILITY: SURFACE MOTION
 SU0339
 SU0339  HISTORY     - Date     Condition        Report By
 SU0339  HISTORY     - 1944     MONUMENTED       CGS
 SU0339  HISTORY     - 1980     GOOD             NGS
 SU0339
 SU0339                          STATION DESCRIPTION
 SU0339
 SU0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0339'3.45 MI SE FROM THOMPSON FALLS.
 SU0339'ALONG THE NORTHERN PACIFIC RAILWAY, 3.45 MILES SOUTHEAST OF THE
 SU0339'STATION AT THOMPSON FALLS, AT WOODLIN SIDING, 144.6 FEET SOUTH
 SU0339'SOUTHEAST OF MILEPOST NO. 28, 6 1/2 39-FOOT RAILS SOUTHEAST AND ACROSS
 SU0339'THE TRACK FROM WOODLIN STATION SIGN, 118.8 FEET WEST SOUTHWEST OF A
 SU0339'SWITCH STAND, 84.7 FEET SOUTH SOUTHWEST OF THE SOUTH SOUTHWEST RAIL OF
 SU0339'MAIN TRACK, 45.2 FEET SOUTH OF TELEPHONE POLE NO. 34, 31.3 FEET NORTH
 SU0339'NORTHEAST OF THE CENTER-LINE OF GRAVEL ROAD PARALLELING RAILWAY, 15.1
 SU0339'FEET WEST NORTHWEST OF CENTER OF GATE IN FENCE LINE, 2.6 FEET WEST
 SU0339'NORTHWEST OF REFERENCE POST, 1.3 FEET NORTH NORTHEAST OF RIGHT-OF-WAY
 SU0339'FENCE LINE, 1.5 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A
 SU0339'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SU0339
 SU0339                          STATION RECOVERY (1980)
 SU0339
 SU0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0217 ***********************************************************************
 SU0217  DESIGNATION -  H 473
 SU0217  PID         -  SU0217
 SU0217  STATE/COUNTY-  MT/SANDERS
 SU0217  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0217
 SU0217                         *CURRENT SURVEY CONTROL
 SU0217  ___________________________________________________________________
 SU0217* NAD 83(1986)-  47 20 44.     (N)    114 47 17.     (W)     SCALED    
 SU0217* NAVD 88     -       766.481  (meters)    2514.70   (feet)  ADJUSTED  
 SU0217  ___________________________________________________________________
 SU0217  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SU0217  DYNAMIC HT  -         766.439 (meters)    2514.56  (feet)  COMP
 SU0217  MODELED GRAV-     980,533.5   (mgal)                       NAVD 88
 SU0217
 SU0217  VERT ORDER  -  FIRST     CLASS II
 SU0217
 SU0217.The horizontal coordinates were scaled from a topographic map and have
 SU0217.an estimated accuracy of +/- 6 seconds.
 SU0217
 SU0217.The orthometric height was determined by differential leveling
 SU0217.and adjusted by the National Geodetic Survey in June 1991..
 SU0217
 SU0217.The geoid height was determined by GEOID03.
 SU0217
 SU0217.The dynamic height is computed by dividing the NAVD 88
 SU0217.geopotential number by the normal gravity value computed on the
 SU0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0217.degrees latitude (g = 980.6199 gals.).
 SU0217
 SU0217.The modeled gravity was interpolated from observed gravity values.
 SU0217
 SU0217;                    North         East    Units  Estimated Accuracy
 SU0217;SPC MT       -   357,450.      200,950.      MT  (+/- 180 meters Scaled)
 SU0217
 SU0217                          SUPERSEDED SURVEY CONTROL
 SU0217
 SU0217  NGVD 29 (??/??/92)  765.345  (m)         2510.97   (f) ADJ UNCH    1 2
 SU0217
 SU0217.Superseded values are not recommended for survey control.
 SU0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0217.See file dsdata.txt to determine how the superseded data were derived.
 SU0217
 SU0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN670459(NAD 83)
 SU0217_MARKER: DB = BENCH MARK DISK
 SU0217_SETTING: 66 = SET IN ROCK OUTCROP
 SU0217_SP_SET: ROCK CUT
 SU0217_STAMPING: H 473 1944
 SU0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0217+STABILITY: POSITION/ELEVATION WELL
 SU0217
 SU0217  HISTORY     - Date     Condition        Report By
 SU0217  HISTORY     - 1944     MONUMENTED       CGS
 SU0217  HISTORY     - 1950     GOOD             NGS
 SU0217
 SU0217                          STATION DESCRIPTION
 SU0217
 SU0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SU0217'3.1 MI S FROM PARADISE.
 SU0217'3.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0217'PARADISE, 4 RAILS SOUTH OF SEMAPHORE 2161, IN THE TOP OF A LEDGE AT
 SU0217'THE NORTHWEST END OF A DEEP ROCK CUT, 48.7 FEET SOUTH OF AND ACROSS
 SU0217'THE TRACK FROM MILEPOST 216, 7.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 SU0217'AND ABOUT 3 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0204 ***********************************************************************
 SU0204  DESIGNATION -  H 474
 SU0204  PID         -  SU0204
 SU0204  STATE/COUNTY-  MT/MINERAL
 SU0204  USGS QUAD   -  SUPERIOR (1985)
 SU0204
 SU0204                         *CURRENT SURVEY CONTROL
 SU0204  ___________________________________________________________________
 SU0204* NAD 83(1986)-  47 13 47.     (N)    114 58 47.     (W)     SCALED    
 SU0204* NAVD 88     -       830.333  (meters)    2724.18   (feet)  ADJUSTED  
 SU0204  ___________________________________________________________________
 SU0204  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 SU0204  DYNAMIC HT  -         830.265 (meters)    2723.96  (feet)  COMP
 SU0204  MODELED GRAV-     980,504.8   (mgal)                       NAVD 88
 SU0204
 SU0204  VERT ORDER  -  FIRST     CLASS II
 SU0204
 SU0204.The horizontal coordinates were scaled from a topographic map and have
 SU0204.an estimated accuracy of +/- 6 seconds.
 SU0204
 SU0204.The orthometric height was determined by differential leveling
 SU0204.and adjusted by the National Geodetic Survey in June 1991..
 SU0204
 SU0204.The geoid height was determined by GEOID03.
 SU0204
 SU0204.The dynamic height is computed by dividing the NAVD 88
 SU0204.geopotential number by the normal gravity value computed on the
 SU0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0204.degrees latitude (g = 980.6199 gals.).
 SU0204
 SU0204.The modeled gravity was interpolated from observed gravity values.
 SU0204
 SU0204;                    North         East    Units  Estimated Accuracy
 SU0204;SPC MT       -   345,600.      185,610.      MT  (+/- 180 meters Scaled)
 SU0204
 SU0204                          SUPERSEDED SURVEY CONTROL
 SU0204
 SU0204  NGVD 29 (??/??/92)  829.206  (m)         2720.49   (f) ADJ UNCH    1 2
 SU0204
 SU0204.Superseded values are not recommended for survey control.
 SU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0204.See file dsdata.txt to determine how the superseded data were derived.
 SU0204
 SU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN529326(NAD 83)
 SU0204_MARKER: DB = BENCH MARK DISK
 SU0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0204_STAMPING: H 474 1944
 SU0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0204+STABILITY: SURFACE MOTION
 SU0204
 SU0204  HISTORY     - Date     Condition        Report By
 SU0204  HISTORY     - 1944     MONUMENTED       CGS
 SU0204  HISTORY     - 1959     MARK NOT FOUND   USGS
 SU0204
 SU0204                          STATION DESCRIPTION
 SU0204
 SU0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0204'5.4 MI NW FROM SUPERIOR.
 SU0204'5.4 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0204'STATION AT SUPERIOR, SET AT MILEPOST NO. 189, AT SPRING GULCH SIDING,
 SU0204'49 FEET NORTHEAST OF THE NORTHEAST RAIL OF MAIN TRACK, 32 FEET
 SU0204'SOUTHWEST OF CENTER-LINE OF ROAD PARALLELING TRACK, 27 FEET NORTHEAST
 SU0204'OF THE MILEPOST, 2 FEET NORTHWEST OF REFERENCE POST, ABOUT 4 FEET
 SU0204'BELOW TRACK LEVEL.  IRON BENCH MARK DISK SET IN TOP OF A CONCRETE
 SU0204'PRECAST POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 SU0204
 SU0204                          STATION RECOVERY (1959)
 SU0204
 SU0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SU0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0056 ***********************************************************************
 RY0056  DESIGNATION -  H 476
 RY0056  PID         -  RY0056
 RY0056  STATE/COUNTY-  MT/MISSOULA
 RY0056  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0056
 RY0056                         *CURRENT SURVEY CONTROL
 RY0056  ___________________________________________________________________
 RY0056* NAD 83(1986)-  46 50 50.     (N)    114 00 47.     (W)     SCALED    
 RY0056* NAVD 88     -       972.050  (meters)    3189.13   (feet)  ADJUSTED  
 RY0056  ___________________________________________________________________
 RY0056  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 RY0056  DYNAMIC HT  -         971.904 (meters)    3188.66  (feet)  COMP
 RY0056  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 RY0056
 RY0056  VERT ORDER  -  FIRST     CLASS II
 RY0056
 RY0056.The horizontal coordinates were scaled from a topographic map and have
 RY0056.an estimated accuracy of +/- 6 seconds.
 RY0056
 RY0056.The orthometric height was determined by differential leveling
 RY0056.and adjusted by the National Geodetic Survey in June 1991..
 RY0056
 RY0056.The geoid height was determined by GEOID03.
 RY0056
 RY0056.The dynamic height is computed by dividing the NAVD 88
 RY0056.geopotential number by the normal gravity value computed on the
 RY0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0056.degrees latitude (g = 980.6199 gals.).
 RY0056
 RY0056.The modeled gravity was interpolated from observed gravity values.
 RY0056
 RY0056;                    North         East    Units  Estimated Accuracy
 RY0056;SPC MT       -   298,510.      256,180.      MT  (+/- 180 meters Scaled)
 RY0056
 RY0056                          SUPERSEDED SURVEY CONTROL
 RY0056
 RY0056  NGVD 29 (??/??/92)  970.982  (m)         3185.63   (f) ADJ UNCH    1 2
 RY0056
 RY0056.Superseded values are not recommended for survey control.
 RY0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0056.See file dsdata.txt to determine how the superseded data were derived.
 RY0056
 RY0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM277925(NAD 83)
 RY0056_MARKER: DB = BENCH MARK DISK
 RY0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0056_SP_SET: CONCRETE BASE
 RY0056_STAMPING: H 476 1944
 RY0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0056
 RY0056  HISTORY     - Date     Condition        Report By
 RY0056  HISTORY     - 1944     MONUMENTED       CGS
 RY0056  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0056  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0056
 RY0056                          STATION DESCRIPTION
 RY0056
 RY0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RY0056'IN HALE AIRPORT.
 RY0056'AT HALE AIRPORT, NEAR THE FAIRGROUNDS, AT THE NORTHMOST HANGAR
 RY0056'BUILDING NOW USED AS THE MACHINE SHOP, IN THE WEST END OF THE CONCRETE
 RY0056'BASE OF THE DOOR SLIDES, 8.7 FEET WEST OF THE NORTHWEST CORNER OF THE
 RY0056'BUILDING PROPER, 3.7 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK,
 RY0056'JUST WEST OF THE MAIN OFFICE, AND 1.3 FEET EAST OF THE WEST END OF THE
 RY0056'CONCRETE BASE.  A STANDARD DISK, STAMPED H 476 1944.
 RY0056
 RY0056                          STATION RECOVERY (1964)
 RY0056
 RY0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0056'MARK NOT FOUND.
 RY0056
 RY0056                          STATION RECOVERY (1980)
 RY0056
 RY0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0056'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RY0056'AIRPORT IS GONE, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0009 ***********************************************************************
 QZ0009  DESIGNATION -  H 477
 QZ0009  PID         -  QZ0009
 QZ0009  STATE/COUNTY-  MT/RAVALLI
 QZ0009  USGS QUAD   -  BURNT RIDGE (1964)
 QZ0009
 QZ0009                         *CURRENT SURVEY CONTROL
 QZ0009  ___________________________________________________________________
 QZ0009* NAD 83(1986)-  45 52 42.     (N)    114 11 40.     (W)     SCALED    
 QZ0009* NAVD 88     -      1274.213  (meters)    4180.48   (feet)  ADJUSTED  
 QZ0009  ___________________________________________________________________
 QZ0009  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 QZ0009  DYNAMIC HT  -        1273.790 (meters)    4179.09  (feet)  COMP
 QZ0009  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 QZ0009
 QZ0009  VERT ORDER  -  FIRST     CLASS II
 QZ0009
 QZ0009.The horizontal coordinates were scaled from a topographic map and have
 QZ0009.an estimated accuracy of +/- 6 seconds.
 QZ0009
 QZ0009.The orthometric height was determined by differential leveling
 QZ0009.and adjusted by the National Geodetic Survey in June 1991..
 QZ0009
 QZ0009.The geoid height was determined by GEOID03.
 QZ0009
 QZ0009.The dynamic height is computed by dividing the NAVD 88
 QZ0009.geopotential number by the normal gravity value computed on the
 QZ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0009.degrees latitude (g = 980.6199 gals.).
 QZ0009
 QZ0009.The modeled gravity was interpolated from observed gravity values.
 QZ0009
 QZ0009;                    North         East    Units  Estimated Accuracy
 QZ0009;SPC MT       -   191,870.      235,930.      MT  (+/- 180 meters Scaled)
 QZ0009
 QZ0009                          SUPERSEDED SURVEY CONTROL
 QZ0009
 QZ0009  NGVD 29 (??/??/92) 1273.043  (m)         4176.64   (f) ADJ UNCH    1 2
 QZ0009
 QZ0009.Superseded values are not recommended for survey control.
 QZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0009.See file dsdata.txt to determine how the superseded data were derived.
 QZ0009
 QZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL177843(NAD 83)
 QZ0009_MARKER: DB = BENCH MARK DISK
 QZ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0009_STAMPING: H 477 1945
 QZ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0009+STABILITY: SURFACE MOTION
 QZ0009
 QZ0009  HISTORY     - Date     Condition        Report By
 QZ0009  HISTORY     - 1945     MONUMENTED       CGS
 QZ0009  HISTORY     - 1964     GOOD             USGS
 QZ0009
 QZ0009                          STATION DESCRIPTION
 QZ0009
 QZ0009'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QZ0009'5.7 MI SW FROM CONNER.
 QZ0009'5.7 MILES SOUTHWEST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST
 QZ0009'OFFICE AT CONNER, RAVALLI COUNTY, NEAR A WHITE HOUSE ON THE WEST SIDE
 QZ0009'OF THE HIGHWAY, 87 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QZ0009'HOUSE, 195 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 QZ0009'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 QZ0009'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0035 ***********************************************************************
 TN0035  DESIGNATION -  H 479
 TN0035  PID         -  TN0035
 TN0035  STATE/COUNTY-  MT/FLATHEAD
 TN0035  USGS QUAD   -  POLEBRIDGE (1994)
 TN0035
 TN0035                         *CURRENT SURVEY CONTROL
 TN0035  ___________________________________________________________________
 TN0035* NAD 83(1986)-  48 48 27.     (N)    114 20 53.     (W)     SCALED    
 TN0035* NAVD 88     -      1149.130  (meters)    3770.10   (feet)  ADJUSTED  
 TN0035  ___________________________________________________________________
 TN0035  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 TN0035  DYNAMIC HT  -        1149.120 (meters)    3770.07  (feet)  COMP
 TN0035  MODELED GRAV-     980,562.4   (mgal)                       NAVD 88
 TN0035
 TN0035  VERT ORDER  -  FIRST     CLASS II
 TN0035
 TN0035.The horizontal coordinates were scaled from a topographic map and have
 TN0035.an estimated accuracy of +/- 6 seconds.
 TN0035
 TN0035.The orthometric height was determined by differential leveling
 TN0035.and adjusted by the National Geodetic Survey in June 1991..
 TN0035
 TN0035.The geoid height was determined by GEOID03.
 TN0035
 TN0035.The dynamic height is computed by dividing the NAVD 88
 TN0035.geopotential number by the normal gravity value computed on the
 TN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0035.degrees latitude (g = 980.6199 gals.).
 TN0035
 TN0035.The modeled gravity was interpolated from observed gravity values.
 TN0035
 TN0035;                    North         East    Units  Estimated Accuracy
 TN0035;SPC MT       -   517,480.      244,160.      MT  (+/- 180 meters Scaled)
 TN0035
 TN0035                          SUPERSEDED SURVEY CONTROL
 TN0035
 TN0035  NGVD 29 (??/??/92) 1147.923  (m)         3766.14   (f) ADJ UNCH    1 2
 TN0035
 TN0035.Superseded values are not recommended for survey control.
 TN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0035.See file dsdata.txt to determine how the superseded data were derived.
 TN0035
 TN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ947094(NAD 83)
 TN0035_MARKER: DB = BENCH MARK DISK
 TN0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0035_STAMPING: H 479 1946
 TN0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0035+STABILITY: SURFACE MOTION
 TN0035
 TN0035  HISTORY     - Date     Condition        Report By
 TN0035  HISTORY     - 1946     MONUMENTED       CGS
 TN0035  HISTORY     - 1966     MARK NOT FOUND   USGS
 TN0035
 TN0035                          STATION DESCRIPTION
 TN0035
 TN0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0035'4.9 MI NW FROM POLEBRIDGE.
 TN0035'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  4.6 MILES NORTHWEST ALONG
 TN0035'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, 0.1 MILE
 TN0035'NORTHWEST OF THE BRIDGE OVER RED MEADOW CREEK, ABOUT 75.0 FEET
 TN0035'NORTHWEST OF THE NORTHWEST END OF A CUT, 42.0 FEET NORTHEAST OF
 TN0035'CENTERLINE OF THE ROAD, 32.6 FEET NORTH OF A PINE TREE WITH A
 TN0035'TRIANGULAR BLAZE, ABOUT 2.0 FEET HIGHER THAN THE ROAD, AND PROJECTING
 TN0035'0.6 FOOT ABOVE THE GROUND.
 TN0035
 TN0035                          STATION RECOVERY (1966)
 TN0035
 TN0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TN0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0573 ***********************************************************************
 SR0573  DESIGNATION -  H 48
 SR0573  PID         -  SR0573
 SR0573  STATE/COUNTY-  MT/FERGUS
 SR0573  USGS QUAD   -  ROSS FORK (1970)
 SR0573
 SR0573                         *CURRENT SURVEY CONTROL
 SR0573  ___________________________________________________________________
 SR0573* NAD 83(1986)-  47 06 57.     (N)    109 44 46.     (W)     SCALED    
 SR0573* NAVD 88     -      1189.691  (meters)    3903.18   (feet)  ADJUSTED  
 SR0573  ___________________________________________________________________
 SR0573  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 SR0573  DYNAMIC HT  -        1189.556 (meters)    3902.74  (feet)  COMP
 SR0573  MODELED GRAV-     980,458.6   (mgal)                       NAVD 88
 SR0573
 SR0573  VERT ORDER  -  FIRST     CLASS II
 SR0573
 SR0573.The horizontal coordinates were scaled from a topographic map and have
 SR0573.an estimated accuracy of +/- 6 seconds.
 SR0573
 SR0573.The orthometric height was determined by differential leveling
 SR0573.and adjusted by the National Geodetic Survey in June 1991..
 SR0573.WARNING-Repeat measurements at this control monument indicate possible
 SR0573.vertical movement.
 SR0573
 SR0573.The geoid height was determined by GEOID03.
 SR0573
 SR0573.The dynamic height is computed by dividing the NAVD 88
 SR0573.geopotential number by the normal gravity value computed on the
 SR0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0573.degrees latitude (g = 980.6199 gals.).
 SR0573
 SR0573.The modeled gravity was interpolated from observed gravity values.
 SR0573
 SR0573;                    North         East    Units  Estimated Accuracy
 SR0573;SPC MT       -   318,480.      581,330.      MT  (+/- 180 meters Scaled)
 SR0573
 SR0573                          SUPERSEDED SURVEY CONTROL
 SR0573
 SR0573  NGVD 29 (??/??/92) 1188.800  (m)         3900.25   (f) ADJ UNCH    1 2
 SR0573
 SR0573.Superseded values are not recommended for survey control.
 SR0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0573.See file dsdata.txt to determine how the superseded data were derived.
 SR0573
 SR0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT951187(NAD 83)
 SR0573_MARKER: DB = BENCH MARK DISK
 SR0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0573_STAMPING: H 48 1933 3900.25
 SR0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0573+STABILITY: SURFACE MOTION
 SR0573
 SR0573  HISTORY     - Date     Condition        Report By
 SR0573  HISTORY     - 1933     MONUMENTED       CGS
 SR0573  HISTORY     - 1961     GOOD             NGS
 SR0573
 SR0573                          STATION DESCRIPTION
 SR0573
 SR0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0573'1.55 MI NE FROM KOLIN.
 SR0573'ABOUT 1.55 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0573'STATION AT KOLIN, IN SECTION 30, T 16 N, R 16 E, 5 POLES WEST OF MILE
 SR0573'POST 9, 97 FEET NORTH OF THE NORTH RAIL, 106 FEET NORTH OF THE CENTER
 SR0573'OF A ROAD CROSSING, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 26
 SR0573'FEET NORTH OF A TELEPHONE POLE, 2 1/2 FEET SOUTH OF A FENCE, 1.3 FEET
 SR0573'EAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 SR0573'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0008 ***********************************************************************
 TN0008  DESIGNATION -  H 480
 TN0008  PID         -  TN0008
 TN0008  STATE/COUNTY-  MT/FLATHEAD
 TN0008  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0008
 TN0008                         *CURRENT SURVEY CONTROL
 TN0008  ___________________________________________________________________
 TN0008* NAD 83(1986)-  48 33 39.     (N)    114 07 53.     (W)     SCALED    
 TN0008* NAVD 88     -      1037.383  (meters)    3403.48   (feet)  ADJUSTED  
 TN0008  ___________________________________________________________________
 TN0008  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 TN0008  DYNAMIC HT  -        1037.384 (meters)    3403.48  (feet)  COMP
 TN0008  MODELED GRAV-     980,577.2   (mgal)                       NAVD 88
 TN0008
 TN0008  VERT ORDER  -  FIRST     CLASS II
 TN0008
 TN0008.The horizontal coordinates were scaled from a topographic map and have
 TN0008.an estimated accuracy of +/- 6 seconds.
 TN0008
 TN0008.The orthometric height was determined by differential leveling
 TN0008.and adjusted by the National Geodetic Survey in June 1991..
 TN0008
 TN0008.The geoid height was determined by GEOID03.
 TN0008
 TN0008.The dynamic height is computed by dividing the NAVD 88
 TN0008.geopotential number by the normal gravity value computed on the
 TN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0008.degrees latitude (g = 980.6199 gals.).
 TN0008
 TN0008.The modeled gravity was interpolated from observed gravity values.
 TN0008
 TN0008;                    North         East    Units  Estimated Accuracy
 TN0008;SPC MT       -   489,140.      258,430.      MT  (+/- 180 meters Scaled)
 TN0008
 TN0008                          SUPERSEDED SURVEY CONTROL
 TN0008
 TN0008  NGVD 29 (??/??/92) 1036.212  (m)         3399.64   (f) ADJ UNCH    1 2
 TN0008
 TN0008.Superseded values are not recommended for survey control.
 TN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0008.See file dsdata.txt to determine how the superseded data were derived.
 TN0008
 TN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP116826(NAD 83)
 TN0008_MARKER: DB = BENCH MARK DISK
 TN0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0008_STAMPING: H 480 1946
 TN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0008+STABILITY: SURFACE MOTION
 TN0008
 TN0008  HISTORY     - Date     Condition        Report By
 TN0008  HISTORY     - 1946     MONUMENTED       CGS
 TN0008  HISTORY     - 1968     GOOD             USGS
 TN0008
 TN0008                          STATION DESCRIPTION
 TN0008
 TN0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0008'16.3 MI N FROM COLUMBIA FALLS.
 TN0008'16.3 MILES NORTH ALONG THE NORTH FORK ROAD FROM THE GREAT NORTHERN
 TN0008'RAILWAY STATION AT COLUMBIA FALLS, 3.9 MILES SOUTH OF THE BIG CREEK
 TN0008'RANGER STATION, ON THE OUTSIDE OF A CURVE, 32.0 FEET NORTHEAST OF
 TN0008'CENTERLINE OF THE ROAD, 9.4 FEET EAST OF A TELEPHONE POLE WITH A GUY
 TN0008'WIRE, 3.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 TN0008'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE TELEPHONE POLE HAS
 TN0008'BEEN ABANDONED.
 TN0008
 TN0008                          STATION RECOVERY (1968)
 TN0008
 TN0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TN0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0221 ***********************************************************************
 TN0221  DESIGNATION -  H 481
 TN0221  PID         -  TN0221
 TN0221  STATE/COUNTY-  MT/FLATHEAD
 TN0221  USGS QUAD   -  RADNOR (1994)
 TN0221
 TN0221                         *CURRENT SURVEY CONTROL
 TN0221  ___________________________________________________________________
 TN0221* NAD 83(1986)-  48 36 27.     (N)    114 39 22.     (W)     SCALED    
 TN0221* NAVD 88     -       978.497  (meters)    3210.29   (feet)  ADJUSTED  
 TN0221  ___________________________________________________________________
 TN0221  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TN0221  DYNAMIC HT  -         978.492 (meters)    3210.27  (feet)  COMP
 TN0221  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 TN0221
 TN0221  VERT ORDER  -  FIRST     CLASS II
 TN0221
 TN0221.The horizontal coordinates were scaled from a topographic map and have
 TN0221.an estimated accuracy of +/- 6 seconds.
 TN0221
 TN0221.The orthometric height was determined by differential leveling
 TN0221.and adjusted by the National Geodetic Survey in June 1991..
 TN0221
 TN0221.The geoid height was determined by GEOID03.
 TN0221
 TN0221.The dynamic height is computed by dividing the NAVD 88
 TN0221.geopotential number by the normal gravity value computed on the
 TN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0221.degrees latitude (g = 980.6199 gals.).
 TN0221
 TN0221.The modeled gravity was interpolated from observed gravity values.
 TN0221
 TN0221;                    North         East    Units  Estimated Accuracy
 TN0221;SPC MT       -   496,730.      220,120.      MT  (+/- 180 meters Scaled)
 TN0221
 TN0221                          SUPERSEDED SURVEY CONTROL
 TN0221
 TN0221  NGVD 29 (??/??/92)  977.244  (m)         3206.17   (f) ADJ UNCH    1 2
 TN0221
 TN0221.Superseded values are not recommended for survey control.
 TN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0221.See file dsdata.txt to determine how the superseded data were derived.
 TN0221
 TN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP727864(NAD 83)
 TN0221_MARKER: DB = BENCH MARK DISK
 TN0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0221_SP_SET: BRIDGE ABUTMENT
 TN0221_STAMPING: H 481 1946
 TN0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0221
 TN0221  HISTORY     - Date     Condition        Report By
 TN0221  HISTORY     - 1946     MONUMENTED       CGS
 TN0221  HISTORY     - 1979     GOOD             NGS
 TN0221
 TN0221                          STATION DESCRIPTION
 TN0221
 TN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0221'7.3 MI SE FROM STRYKER.
 TN0221'IN FLATHEAD COUNTY, 7.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 TN0221'RAILWAY FROM THE STATION AT STRYKER, LINCOLN COUNTY, 0.2 MILE
 TN0221'SOUTHEAST OF RADNOR, FLATHEAD COUNTY, 4-1/2 POLES NORTHWEST OF
 TN0221'MILEPOST 1242, AT THE SOUTHWEST CORNER OF THE BRIDGE OVER STILLWATER
 TN0221'RIVER, IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT, 5.4 FEET
 TN0221'SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.5 FEET BELOW THE TOP OF THE
 TN0221'RAIL.  A STANDARD DISK, STAMPED H 481 1946.
 TN0221
 TN0221                          STATION RECOVERY (1979)
 TN0221
 TN0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0221'23.7 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE JUNCTION OF
 TN0221'SPOKANE AVENUE IN WHITEFISH, THENCE 0.45 MILE SOUTH-SOUTHEAST ALONG
 TN0221'A GRAVEL ROAD LEADING TO RADNOR, THENCE 0.2 MILE SOUTHEAST ALONG THE
 TN0221'BURLINGTON NORTHERN RAILROAD, SET 1 FOOT NORTHEAST OF THE SOUTHWEST
 TN0221'EDGE OF THE SOUTHEAST ABUTMENT OF A STEEL RAILWAY BRIDGE OVER THE
 TN0221'STILLWATER RIVER, 1.5 FEET BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0196 ***********************************************************************
 TN0196  DESIGNATION -  H 482
 TN0196  PID         -  TN0196
 TN0196  STATE/COUNTY-  MT/LINCOLN
 TN0196  USGS QUAD   -  FORTINE (1983)
 TN0196
 TN0196                         *CURRENT SURVEY CONTROL
 TN0196  ___________________________________________________________________
 TN0196* NAD 83(1986)-  48 47 56.     (N)    114 57 48.     (W)     SCALED    
 TN0196* NAVD 88     -       857.162  (meters)    2812.21   (feet)  ADJUSTED  
 TN0196  ___________________________________________________________________
 TN0196  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 TN0196  DYNAMIC HT  -         857.199 (meters)    2812.33  (feet)  COMP
 TN0196  MODELED GRAV-     980,626.4   (mgal)                       NAVD 88
 TN0196
 TN0196  VERT ORDER  -  FIRST     CLASS II
 TN0196
 TN0196.The horizontal coordinates were scaled from a topographic map and have
 TN0196.an estimated accuracy of +/- 6 seconds.
 TN0196
 TN0196.The orthometric height was determined by differential leveling
 TN0196.and adjusted by the National Geodetic Survey in June 1991..
 TN0196
 TN0196.The geoid height was determined by GEOID03.
 TN0196
 TN0196.The dynamic height is computed by dividing the NAVD 88
 TN0196.geopotential number by the normal gravity value computed on the
 TN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0196.degrees latitude (g = 980.6199 gals.).
 TN0196
 TN0196.The modeled gravity was interpolated from observed gravity values.
 TN0196
 TN0196;                    North         East    Units  Estimated Accuracy
 TN0196;SPC MT       -   519,490.      199,000.      MT  (+/- 180 meters Scaled)
 TN0196
 TN0196                          SUPERSEDED SURVEY CONTROL
 TN0196
 TN0196  NGVD 29 (??/??/92)  855.939  (m)         2808.19   (f) ADJ UNCH    1 2
 TN0196
 TN0196.Superseded values are not recommended for survey control.
 TN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0196.See file dsdata.txt to determine how the superseded data were derived.
 TN0196
 TN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ495071(NAD 83)
 TN0196_MARKER: DB = BENCH MARK DISK
 TN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0196_STAMPING: H 482 1946
 TN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0196+STABILITY: SURFACE MOTION
 TN0196
 TN0196  HISTORY     - Date     Condition        Report By
 TN0196  HISTORY     - 1946     MONUMENTED       CGS
 TN0196  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0196
 TN0196                          STATION DESCRIPTION
 TN0196
 TN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0196'7.3 MI SE FROM EUREKA.
 TN0196'7.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0196'AT EUREKA, LINCOLN COUNTY, 285 FEET SOUTH OF SEMAPHORES 1264.4 AND
 TN0196'1264.5, AT THE CROSSING OF THE DAHLBERG ROAD, 93 FEET NORTHWEST OF THE
 TN0196'CENTERLINE OF THE CROSSING, 81.7 FEET WEST OF THE WEST RAIL, 28 FEET
 TN0196'NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, 10.4 FEET SOUTH OF A
 TN0196'TELEGRAPH POLE, AND 2.8 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 TN0196'STANDARD DISK, STAMPED H 482 1946 AND WELDED ON THE TOP OF A 3-INCH
 TN0196'IRON PIPE SET IN CONCRETE AND PROJECTING 0.3 FOOT ABOVE GROUND.
 TN0196
 TN0196                          STATION RECOVERY (1979)
 TN0196
 TN0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0196'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE MEASUREMENTS PLACE
 TN0196'THIS MARK IN A BULLDOZED AREA.  THE OLD WITNESS POST WAS FOUND
 TN0196'UPROOTED.  THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0121 ***********************************************************************
 QW0121  DESIGNATION -  H 483
 QW0121  PID         -  QW0121
 QW0121  STATE/COUNTY-  MT/YELLOWSTONE
 QW0121  USGS QUAD   -  LAUREL (1969)
 QW0121
 QW0121                         *CURRENT SURVEY CONTROL
 QW0121  ___________________________________________________________________
 QW0121* NAD 83(1986)-  45 39 52.     (N)    108 47 14.     (W)     SCALED    
 QW0121* NAVD 88     -      1008.358  (meters)    3308.25   (feet)  ADJUSTED  
 QW0121  ___________________________________________________________________
 QW0121  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QW0121  DYNAMIC HT  -        1008.137 (meters)    3307.53  (feet)  COMP
 QW0121  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 QW0121
 QW0121  VERT ORDER  -  FIRST     CLASS II
 QW0121
 QW0121.The horizontal coordinates were scaled from a topographic map and have
 QW0121.an estimated accuracy of +/- 6 seconds.
 QW0121
 QW0121.The orthometric height was determined by differential leveling
 QW0121.and adjusted by the National Geodetic Survey in June 1991..
 QW0121
 QW0121.The geoid height was determined by GEOID03.
 QW0121
 QW0121.The dynamic height is computed by dividing the NAVD 88
 QW0121.geopotential number by the normal gravity value computed on the
 QW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0121.degrees latitude (g = 980.6199 gals.).
 QW0121
 QW0121.The modeled gravity was interpolated from observed gravity values.
 QW0121
 QW0121;                    North         East    Units  Estimated Accuracy
 QW0121;SPC MT       -   157,450.      655,530.      MT  (+/- 180 meters Scaled)
 QW0121
 QW0121                          SUPERSEDED SURVEY CONTROL
 QW0121
 QW0121  NGVD 29 (??/??/92) 1007.573  (m)         3305.68   (f) ADJ UNCH    1 2
 QW0121
 QW0121.Superseded values are not recommended for survey control.
 QW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0121.See file dsdata.txt to determine how the superseded data were derived.
 QW0121
 QW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR723591(NAD 83)
 QW0121_MARKER: P = PIPE CAP
 QW0121_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0121_SP_SET: 17 FT.
 QW0121_STAMPING: H 483 1957
 QW0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0121
 QW0121  HISTORY     - Date     Condition        Report By
 QW0121  HISTORY     - 1957     MONUMENTED       CGS
 QW0121  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0121
 QW0121                          STATION DESCRIPTION
 QW0121
 QW0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0121'1.0 MI SW FROM LAUREL.
 QW0121'ABOUT 1.0 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0121'STATION AT LAUREL, IN SECTION 17, T 2 S, R 24 E, 1 1/2 POLES EAST OF
 QW0121'MILEPOST 16, 66 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK,
 QW0121'13 FEET SOUTHEAST OF A FENCE CORNER, 5 FEET EAST OF A FENCE, 2 1/2
 QW0121'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE
 QW0121'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 QW0121'THAT IS DRIVEN TO A DEPTH OF 17 FEET AND IS ENCASED IN A 6-INCH TILE
 QW0121'WHICH PROJECTS 6 INCHES.
 QW0121
 QW0121                          STATION RECOVERY (1982)
 QW0121
 QW0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0157 ***********************************************************************
 QW0157  DESIGNATION -  H 484
 QW0157  PID         -  QW0157
 QW0157  STATE/COUNTY-  MT/YELLOWSTONE
 QW0157  USGS QUAD   -  BILLINGS WEST (1975)
 QW0157
 QW0157                         *CURRENT SURVEY CONTROL
 QW0157  ___________________________________________________________________
 QW0157* NAD 83(1986)-  45 47 43.     (N)    108 31 00.     (W)     SCALED    
 QW0157* NAVD 88     -       976.784  (meters)    3204.67   (feet)  ADJUSTED  
 QW0157  ___________________________________________________________________
 QW0157  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 QW0157  DYNAMIC HT  -         976.577 (meters)    3203.99  (feet)  COMP
 QW0157  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 QW0157
 QW0157  VERT ORDER  -  FIRST     CLASS II
 QW0157
 QW0157.The horizontal coordinates were scaled from a topographic map and have
 QW0157.an estimated accuracy of +/- 6 seconds.
 QW0157
 QW0157.The orthometric height was determined by differential leveling
 QW0157.and adjusted by the National Geodetic Survey in June 1991..
 QW0157
 QW0157.The geoid height was determined by GEOID03.
 QW0157
 QW0157.The dynamic height is computed by dividing the NAVD 88
 QW0157.geopotential number by the normal gravity value computed on the
 QW0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0157.degrees latitude (g = 980.6199 gals.).
 QW0157
 QW0157.The modeled gravity was interpolated from observed gravity values.
 QW0157
 QW0157;                    North         East    Units  Estimated Accuracy
 QW0157;SPC MT       -   172,210.      676,420.      MT  (+/- 180 meters Scaled)
 QW0157
 QW0157                          SUPERSEDED SURVEY CONTROL
 QW0157
 QW0157  NGVD 29 (??/??/92)  976.013  (m)         3202.14   (f) ADJ UNCH    1 2
 QW0157
 QW0157.Superseded values are not recommended for survey control.
 QW0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0157.See file dsdata.txt to determine how the superseded data were derived.
 QW0157
 QW0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR929743(NAD 83)
 QW0157_MARKER: DB = BENCH MARK DISK
 QW0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0157_SP_SET: BUILDING
 QW0157_STAMPING: H 484 1957
 QW0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0157
 QW0157  HISTORY     - Date     Condition        Report By
 QW0157  HISTORY     - 1957     MONUMENTED       CGS
 QW0157  HISTORY     - 1981     MARK NOT FOUND   NGS
 QW0157
 QW0157                          STATION DESCRIPTION
 QW0157
 QW0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0157'1.0 MI NW FROM BILLINGS.
 QW0157'ABOUT 1.0 MILE NORTHWEST ALONG 27TH STREET FROM THE COURTHOUSE AT
 QW0157'BILLINGS, IN SECTION 32, T 1 N, R 26 E, AT THE MEDICAL CENTER
 QW0157'PHARMACY, SET VERTICALLY IN THE SOUTHEAST FACE OF THE BUILDING, 43
 QW0157'FEET SOUTHWEST OF THE CENTER LINE OF 27TH STREET, 1 1/2 FEET WEST OF
 QW0157'THE EAST CORNER OF THE BUILDING, AND ABOUT 3 FEET ABOVE THE GROUND.
 QW0157
 QW0157                          STATION RECOVERY (1981)
 QW0157
 QW0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0157'NOTE=THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0158 ***********************************************************************
 QW0158  DESIGNATION -  H 484 RESET
 QW0158  PID         -  QW0158
 QW0158  STATE/COUNTY-  MT/YELLOWSTONE
 QW0158  USGS QUAD   -  BILLINGS WEST (1975)
 QW0158
 QW0158                         *CURRENT SURVEY CONTROL
 QW0158  ___________________________________________________________________
 QW0158* NAD 83(1986)-  45 47 43.     (N)    108 31 00.     (W)     SCALED    
 QW0158* NAVD 88     -       977.62   (meters)    3207.4    (feet)  RESET     
 QW0158  ___________________________________________________________________
 QW0158  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 QW0158
 QW0158  VERT ORDER  -  THIRD
 QW0158
 QW0158.The horizontal coordinates were scaled from a topographic map and have
 QW0158.an estimated accuracy of +/- 6 seconds.
 QW0158
 QW0158.The orthometric height was computed from unverified reset data.
 QW0158
 QW0158.The geoid height was determined by GEOID03.
 QW0158
 QW0158;                    North         East    Units  Estimated Accuracy
 QW0158;SPC MT       -   172,210.      676,420.      MT  (+/- 180 meters Scaled)
 QW0158
 QW0158                          SUPERSEDED SURVEY CONTROL
 QW0158
 QW0158.No superseded survey control is available for this station.
 QW0158
 QW0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR929743(NAD 83)
 QW0158_MARKER: DB = BENCH MARK DISK
 QW0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0158_SP_SET: BUILDING
 QW0158_STAMPING: H 484 RESET 1971
 QW0158_MARK LOGO: CGS   
 QW0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0158
 QW0158  HISTORY     - Date     Condition        Report By
 QW0158  HISTORY     - 1971     MONUMENTED       LOCENG
 QW0158  HISTORY     - 1981     GOOD             NGS
 QW0158
 QW0158                          STATION DESCRIPTION
 QW0158
 QW0158'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 QW0158'1.0 MI NW FROM BILLINGS.
 QW0158'ABOUT 1.0 MILE NORTHWEST ALONG NORTH 27TH FROM THE COURTHOUSE AT
 QW0158'BILLINGS, IN SECTION 32, T 1 N, R 26 E, AT THE POLY DRIVE MEDICAL
 QW0158'CLINIC, SET VERTICALLY IN THE SOUTHEAST FACE OF THE BUILDING, 43 FEET
 QW0158'SOUTHWEST OF THE CENTER LINE OF NORTH 27TH, 1.25 FEET WEST OF THE EAST
 QW0158'CORNER OF THE BUILDING, AND ABOUT 5.75 FEET ABOVE THE GROUND. NEW
 QW0158'BENCH MARK IS SET 33 INCHES DIRECTLY ABOVE EXISTING BENCH MARK WHICH
 QW0158'WAS NOT REMOVED.
 QW0158
 QW0158                          STATION RECOVERY (1981)
 QW0158
 QW0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0158'NOTE=THIS MARK WILL BE OMITTED FROM THE 1981 LEVELING, IT IS BEHIND
 QW0158'AND ABOVE AN 8-FT HIGH BRICK PLANTER AND CANNOT BE LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0127 ***********************************************************************
 QW0127  DESIGNATION -  H 485
 QW0127  PID         -  QW0127
 QW0127  STATE/COUNTY-  MT/YELLOWSTONE
 QW0127  USGS QUAD   -  LAUREL (1969)
 QW0127
 QW0127                         *CURRENT SURVEY CONTROL
 QW0127  ___________________________________________________________________
 QW0127* NAD 83(1986)-  45 41 49.     (N)    108 45 41.     (W)     SCALED    
 QW0127* NAVD 88     -      1051.426  (meters)    3449.55   (feet)  POSTED    
 QW0127  ___________________________________________________________________
 QW0127  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 QW0127  DYNAMIC HT  -        1051.200 (meters)    3448.81  (feet)  COMP
 QW0127  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 QW0127
 QW0127  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 QW0127
 QW0127.This mark is at Laurel Municipal Airport (6S8)
 QW0127
 QW0127.The horizontal coordinates were scaled from a topographic map and have
 QW0127.an estimated accuracy of +/- 6 seconds.
 QW0127
 QW0127.The orthometric height was determined by differential leveling
 QW0127.and adjusted by the National Geodetic Survey in 1992..
 QW0127.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 QW0127.rate greater than 8.0 mm/km.
 QW0127
 QW0127.The geoid height was determined by GEOID03.
 QW0127
 QW0127.The dynamic height is computed by dividing the NAVD 88
 QW0127.geopotential number by the normal gravity value computed on the
 QW0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0127.degrees latitude (g = 980.6199 gals.).
 QW0127
 QW0127.The modeled gravity was interpolated from observed gravity values.
 QW0127
 QW0127;                    North         East    Units  Estimated Accuracy
 QW0127;SPC MT       -   161,080.      657,510.      MT  (+/- 180 meters Scaled)
 QW0127
 QW0127                          SUPERSEDED SURVEY CONTROL
 QW0127
 QW0127  NGVD 29 (??/??/92) 1050.614  (m)         3446.89   (f) ADJ UNCH    1 2
 QW0127
 QW0127.Superseded values are not recommended for survey control.
 QW0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0127.See file dsdata.txt to determine how the superseded data were derived.
 QW0127
 QW0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR742628(NAD 83)
 QW0127_MARKER: DB = BENCH MARK DISK
 QW0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0127_STAMPING: H 485 1957
 QW0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0127+STABILITY: SURFACE MOTION
 QW0127
 QW0127  HISTORY     - Date     Condition        Report By
 QW0127  HISTORY     - 1957     MONUMENTED       CGS
 QW0127  HISTORY     - 1980     MARK NOT FOUND   NGS
 QW0127
 QW0127                          STATION DESCRIPTION
 QW0127
 QW0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0127'2.4 MI N FROM LAUREL.
 QW0127'ABOUT 1.0 MILE NORTH ALONG 1ST AVENUE FROM THE CITY HALL AT LAUREL,
 QW0127'THENCE 1.0 MILE NORTH AND 0.4 MILE EAST ALONG AIRPORT ROAD, IN SECTION
 QW0127'33, T 1 S, R 24 E, AT THE ENTRANCE TO THE LAUREL AIRPORT, 35 FEET
 QW0127'NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF THE CENTER LINE
 QW0127'OF A GATE, 4 1/2 FEET NORTH OF A FENCE, 3 FEET EAST OF A WHITE WOODEN
 QW0127'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 QW0127'POST PROJECTING 2 INCHES.
 QW0127
 QW0127                          STATION RECOVERY (1980)
 QW0127
 QW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QW0127'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0179 ***********************************************************************
 QV0179  DESIGNATION -  H 486
 QV0179  PID         -  QV0179
 QV0179  STATE/COUNTY-  MT/BIG HORN
 QV0179  USGS QUAD   -  GOOD LUCK CREEK (1967)
 QV0179
 QV0179                         *CURRENT SURVEY CONTROL
 QV0179  ___________________________________________________________________
 QV0179* NAD 83(1986)-  45 22 20.     (N)    107 23 02.     (W)     SCALED    
 QV0179* NAVD 88     -      1001.904  (meters)    3287.08   (feet)  ADJUSTED  
 QV0179  ___________________________________________________________________
 QV0179  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 QV0179  DYNAMIC HT  -        1001.631 (meters)    3286.18  (feet)  COMP
 QV0179  MODELED GRAV-     980,309.6   (mgal)                       NAVD 88
 QV0179
 QV0179  VERT ORDER  -  FIRST     CLASS II
 QV0179
 QV0179.The horizontal coordinates were scaled from a topographic map and have
 QV0179.an estimated accuracy of +/- 6 seconds.
 QV0179
 QV0179.The orthometric height was determined by differential leveling
 QV0179.and adjusted by the National Geodetic Survey in June 1991..
 QV0179
 QV0179.The geoid height was determined by GEOID03.
 QV0179
 QV0179.The dynamic height is computed by dividing the NAVD 88
 QV0179.geopotential number by the normal gravity value computed on the
 QV0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0179.degrees latitude (g = 980.6199 gals.).
 QV0179
 QV0179.The modeled gravity was interpolated from observed gravity values.
 QV0179
 QV0179;                    North         East    Units  Estimated Accuracy
 QV0179;SPC MT       -   126,970.      765,710.      MT  (+/- 180 meters Scaled)
 QV0179
 QV0179                          SUPERSEDED SURVEY CONTROL
 QV0179
 QV0179  NGVD 29 (??/??/92) 1001.164  (m)         3284.65   (f) ADJ UNCH    1 2
 QV0179
 QV0179.Superseded values are not recommended for survey control.
 QV0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0179.See file dsdata.txt to determine how the superseded data were derived.
 QV0179
 QV0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL133270(NAD 83)
 QV0179_MARKER: DB = BENCH MARK DISK
 QV0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0179_STAMPING: H 486 1957
 QV0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0179+STABILITY: SURFACE MOTION
 QV0179
 QV0179  HISTORY     - Date     Condition        Report By
 QV0179  HISTORY     - 1957     MONUMENTED       CGS
 QV0179
 QV0179                          STATION DESCRIPTION
 QV0179
 QV0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0179'4.05 MI N FROM LODGE GRASS.
 QV0179'ABOUT 4.05 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0179'RAILROAD FROM THE STATION AT LODGE GRASS, 116 FEET WEST AND ACROSS THE
 QV0179'TRACK FROM THE 11TH POLE NORTH OF MILEPOST 754, 54 FEET SOUTH OF THE
 QV0179'CENTER LINE OF A DIRT CROSS ROAD, 70 FEET WEST OF THE WEST RAIL, 91
 QV0179'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 2 FEET EAST OF THE FENCE
 QV0179'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 QV0179'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0255 ***********************************************************************
 QV0255  DESIGNATION -  H 487
 QV0255  PID         -  QV0255
 QV0255  STATE/COUNTY-  MT/BIG HORN
 QV0255  USGS QUAD   -  WALKER HILL (1980)
 QV0255
 QV0255                         *CURRENT SURVEY CONTROL
 QV0255  ___________________________________________________________________
 QV0255* NAD 83(1986)-  45 43 08.     (N)    107 42 04.     (W)     SCALED    
 QV0255* NAVD 88     -       915.641  (meters)    3004.07   (feet)  ADJUSTED  
 QV0255  ___________________________________________________________________
 QV0255  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 QV0255  DYNAMIC HT  -         915.454 (meters)    3003.45  (feet)  COMP
 QV0255  MODELED GRAV-     980,381.3   (mgal)                       NAVD 88
 QV0255
 QV0255  VERT ORDER  -  FIRST     CLASS II
 QV0255
 QV0255.The horizontal coordinates were scaled from a topographic map and have
 QV0255.an estimated accuracy of +/- 6 seconds.
 QV0255
 QV0255.The orthometric height was determined by differential leveling
 QV0255.and adjusted by the National Geodetic Survey in June 1991..
 QV0255
 QV0255.The geoid height was determined by GEOID03.
 QV0255
 QV0255.The dynamic height is computed by dividing the NAVD 88
 QV0255.geopotential number by the normal gravity value computed on the
 QV0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0255.degrees latitude (g = 980.6199 gals.).
 QV0255
 QV0255.The modeled gravity was interpolated from observed gravity values.
 QV0255
 QV0255;                    North         East    Units  Estimated Accuracy
 QV0255;SPC MT       -   164,850.      739,990.      MT  (+/- 180 meters Scaled)
 QV0255
 QV0255                          SUPERSEDED SURVEY CONTROL
 QV0255
 QV0255  NGVD 29 (??/??/92)  914.928  (m)         3001.73   (f) ADJ UNCH    1 2
 QV0255
 QV0255.Superseded values are not recommended for survey control.
 QV0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0255.See file dsdata.txt to determine how the superseded data were derived.
 QV0255
 QV0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL897663(NAD 83)
 QV0255_MARKER: DB = BENCH MARK DISK
 QV0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0255_SP_SET: ABUTMENT
 QV0255_STAMPING: H 487 1957
 QV0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0255
 QV0255  HISTORY     - Date     Condition        Report By
 QV0255  HISTORY     - 1957     MONUMENTED       CGS
 QV0255
 QV0255                          STATION DESCRIPTION
 QV0255
 QV0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0255'5.25 MI W FROM HARDIN.
 QV0255'ABOUT 5.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0255'RAILROAD FROM THE STATION AT HARDIN, IN THE TOP OF THE NORTH END OF
 QV0255'THE EAST ABUTMENT OF BRIDGE 788.97, 5 1/2 FEET NORTH OF THE NORTH RAIL
 QV0255'AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0240 ***********************************************************************
 QV0240  DESIGNATION -  H 488
 QV0240  PID         -  QV0240
 QV0240  STATE/COUNTY-  MT/BIG HORN
 QV0240  USGS QUAD   -  CORINTH (1980)
 QV0240
 QV0240                         *CURRENT SURVEY CONTROL
 QV0240  ___________________________________________________________________
 QV0240* NAD 83(1986)-  45 47 01.     (N)    107 56 22.     (W)     SCALED    
 QV0240* NAVD 88     -       966.111  (meters)    3169.65   (feet)  ADJUSTED  
 QV0240  ___________________________________________________________________
 QV0240  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 QV0240  DYNAMIC HT  -         965.908 (meters)    3168.98  (feet)  COMP
 QV0240  MODELED GRAV-     980,373.0   (mgal)                       NAVD 88
 QV0240
 QV0240  VERT ORDER  -  FIRST     CLASS II
 QV0240
 QV0240.The horizontal coordinates were scaled from a topographic map and have
 QV0240.an estimated accuracy of +/- 6 seconds.
 QV0240
 QV0240.The orthometric height was determined by differential leveling
 QV0240.and adjusted by the National Geodetic Survey in June 1991..
 QV0240
 QV0240.The geoid height was determined by GEOID03.
 QV0240
 QV0240.The dynamic height is computed by dividing the NAVD 88
 QV0240.geopotential number by the normal gravity value computed on the
 QV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0240.degrees latitude (g = 980.6199 gals.).
 QV0240
 QV0240.The modeled gravity was interpolated from observed gravity values.
 QV0240
 QV0240;                    North         East    Units  Estimated Accuracy
 QV0240;SPC MT       -   171,650.      721,300.      MT  (+/- 180 meters Scaled)
 QV0240
 QV0240                          SUPERSEDED SURVEY CONTROL
 QV0240
 QV0240  NGVD 29 (??/??/92)  965.373  (m)         3167.23   (f) ADJ UNCH    1 2
 QV0240
 QV0240.Superseded values are not recommended for survey control.
 QV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0240.See file dsdata.txt to determine how the superseded data were derived.
 QV0240
 QV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL715742(NAD 83)
 QV0240_MARKER: DB = BENCH MARK DISK
 QV0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0240_STAMPING: H 488 1957
 QV0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0240+STABILITY: SURFACE MOTION
 QV0240
 QV0240  HISTORY     - Date     Condition        Report By
 QV0240  HISTORY     - 1957     MONUMENTED       CGS
 QV0240
 QV0240                          STATION DESCRIPTION
 QV0240
 QV0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0240'18.25 MI NW FROM HARDIN.
 QV0240'ABOUT 18.25 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0240'RAILROAD FROM THE STATION AT HARDIN, 9 RAILS SOUTHEAST OF MILEPOST
 QV0240'802, 72 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET NORTHEAST OF THE
 QV0240'FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 QV0240'WITH THE RAILS AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0342 ***********************************************************************
 QW0342  DESIGNATION -  H 489
 QW0342  PID         -  QW0342
 QW0342  STATE/COUNTY-  MT/SWEET GRASS
 QW0342  USGS QUAD   -  REED POINT (1955)
 QW0342
 QW0342                         *CURRENT SURVEY CONTROL
 QW0342  ___________________________________________________________________
 QW0342* NAD 83(1986)-  45 42 37.     (N)    109 34 34.     (W)     SCALED    
 QW0342* NAVD 88     -      1147.956  (meters)    3766.25   (feet)  ADJUSTED  
 QW0342  ___________________________________________________________________
 QW0342  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 QW0342  DYNAMIC HT  -        1147.614 (meters)    3765.13  (feet)  COMP
 QW0342  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 QW0342
 QW0342  VERT ORDER  -  FIRST     CLASS II
 QW0342
 QW0342.The horizontal coordinates were scaled from a topographic map and have
 QW0342.an estimated accuracy of +/- 6 seconds.
 QW0342
 QW0342.The orthometric height was determined by differential leveling
 QW0342.and adjusted by the National Geodetic Survey in June 1991..
 QW0342
 QW0342.The geoid height was determined by GEOID03.
 QW0342
 QW0342.The dynamic height is computed by dividing the NAVD 88
 QW0342.geopotential number by the normal gravity value computed on the
 QW0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0342.degrees latitude (g = 980.6199 gals.).
 QW0342
 QW0342.The modeled gravity was interpolated from observed gravity values.
 QW0342
 QW0342;                    North         East    Units  Estimated Accuracy
 QW0342;SPC MT       -   162,290.      594,080.      MT  (+/- 180 meters Scaled)
 QW0342
 QW0342                          SUPERSEDED SURVEY CONTROL
 QW0342
 QW0342  NGVD 29 (??/??/92) 1146.985  (m)         3763.07   (f) ADJ UNCH    1 2
 QW0342
 QW0342.Superseded values are not recommended for survey control.
 QW0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0342.See file dsdata.txt to determine how the superseded data were derived.
 QW0342
 QW0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR108628(NAD 83)
 QW0342_MARKER: DB = BENCH MARK DISK
 QW0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0342_SP_SET: CULVERT
 QW0342_STAMPING: H 489 1957
 QW0342_MARK LOGO: CGS   
 QW0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0342
 QW0342  HISTORY     - Date     Condition        Report By
 QW0342  HISTORY     - 1957     MONUMENTED       CGS
 QW0342  HISTORY     - 1982     GOOD             NGS
 QW0342
 QW0342                          STATION DESCRIPTION
 QW0342
 QW0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0342'1.7 MI W FROM REEDPOINT.
 QW0342'ABOUT 1.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0342'STATION AT REEDPOINT, IN SECTION 25, T 1 S, R 17 E, ABOUT 0.35 MILE
 QW0342'EAST OF MILEPOST 59, IN THE TOP AND CENTER OF THE SOUTH CONCRETE HEAD
 QW0342'WALL OF A BOX-TYPE CULVERT OVER AN IRRIGATION DITCH, 9 RAILS WEST OF A
 QW0342'SEMAPHORE NUMBER 58.6, 10 1/2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 QW0342'3 FEET BELOW THE LEVEL OF THE TRACK.
 QW0342
 QW0342                          STATION RECOVERY (1982)
 QW0342
 QW0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0342'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0342'29.9 KM (18.55 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0342'FROM THE RAILROAD STATION IN COLUMBUS, 0.6 KM (0.35 MI) EAST OF
 QW0342'MILEPOST 59, IN THE TOP CENTER OF THE SOUTH CONCRETE HEADWALL OF A BOX
 QW0342'CULVERT OF AN IRRIGATION CANEL AND 3.2 METERS (10.5 FT) SOUTH OF THE
 QW0342'NEAR RAIL.
 QW0342'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0394 ***********************************************************************
 SR0394  DESIGNATION -  H 49
 SR0394  PID         -  SR0394
 SR0394  STATE/COUNTY-  MT/FERGUS
 SR0394  USGS QUAD   -  HILGER (1985)
 SR0394
 SR0394                         *CURRENT SURVEY CONTROL
 SR0394  ___________________________________________________________________
 SR0394* NAD 83(1986)-  47 19 34.     (N)    109 19 52.     (W)     SCALED    
 SR0394* NAVD 88     -      1158.225  (meters)    3799.94   (feet)  ADJUSTED  
 SR0394  ___________________________________________________________________
 SR0394  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0394  DYNAMIC HT  -        1158.129 (meters)    3799.63  (feet)  COMP
 SR0394  MODELED GRAV-     980,489.3   (mgal)                       NAVD 88
 SR0394
 SR0394  VERT ORDER  -  FIRST     CLASS II
 SR0394
 SR0394.The horizontal coordinates were scaled from a topographic map and have
 SR0394.an estimated accuracy of +/- 6 seconds.
 SR0394
 SR0394.The orthometric height was determined by differential leveling
 SR0394.and adjusted by the National Geodetic Survey in June 1991..
 SR0394.WARNING-Repeat measurements at this control monument indicate possible
 SR0394.vertical movement.
 SR0394
 SR0394.The geoid height was determined by GEOID03.
 SR0394
 SR0394.The dynamic height is computed by dividing the NAVD 88
 SR0394.geopotential number by the normal gravity value computed on the
 SR0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0394.degrees latitude (g = 980.6199 gals.).
 SR0394
 SR0394.The modeled gravity was interpolated from observed gravity values.
 SR0394
 SR0394;                    North         East    Units  Estimated Accuracy
 SR0394;SPC MT       -   341,820.      612,760.      MT  (+/- 180 meters Scaled)
 SR0394
 SR0394                          SUPERSEDED SURVEY CONTROL
 SR0394
 SR0394  NGVD 29 (??/??/92) 1157.366  (m)         3797.12   (f) ADJ UNCH    1 2
 SR0394
 SR0394.Superseded values are not recommended for survey control.
 SR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0394.See file dsdata.txt to determine how the superseded data were derived.
 SR0394
 SR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT261427(NAD 83)
 SR0394_MARKER: DB = BENCH MARK DISK
 SR0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0394_STAMPING: H 49 1933
 SR0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0394+STABILITY: SURFACE MOTION
 SR0394
 SR0394  HISTORY     - Date     Condition        Report By
 SR0394  HISTORY     - 1933     MONUMENTED       CGS
 SR0394  HISTORY     - 1961     GOOD             NGS
 SR0394
 SR0394                          STATION DESCRIPTION
 SR0394
 SR0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0394'2.1 MI SE FROM MOULTON.
 SR0394'ABOUT 2.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0394'PACIFIC RAILROAD FROM THE STATION SIGN AT MOULTON, OR 3.15 MILES
 SR0394'NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SR0394'FROM THE STATION SIGN AT ROY JUNCTION, IN SECTION 17, T 18 N, R 19 E,
 SR0394'0.15 MILE WEST OF MILEPOST 3, 95 FEET NORTH OF THE NORTH RAIL, 96 FEET
 SR0394'NORTH-NORTHWEST OF THE NORTH END OF A 16-INCH TUBULAR METAL CULVERT, 2
 SR0394'1/2 FEET SOUTH OF A FENCE, 0.9 FOOT NORTH OF A METAL WITNESS POST,
 SR0394'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 SR0394'CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0152 ***********************************************************************
 QX0152  DESIGNATION -  H 490
 QX0152  PID         -  QX0152
 QX0152  STATE/COUNTY-  MT/PARK
 QX0152  USGS QUAD   -  LIVINGSTON (1951)
 QX0152
 QX0152                         *CURRENT SURVEY CONTROL
 QX0152  ___________________________________________________________________
 QX0152* NAD 83(1986)-  45 40 14.     (N)    110 32 48.     (W)     SCALED    
 QX0152* NAVD 88     -      1367.314  (meters)    4485.93   (feet)  ADJUSTED  
 QX0152  ___________________________________________________________________
 QX0152  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 QX0152  DYNAMIC HT  -        1366.852 (meters)    4484.41  (feet)  COMP
 QX0152  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 QX0152
 QX0152  VERT ORDER  -  FIRST     CLASS II
 QX0152
 QX0152.The horizontal coordinates were scaled from a topographic map and have
 QX0152.an estimated accuracy of +/- 6 seconds.
 QX0152
 QX0152.The orthometric height was determined by differential leveling
 QX0152.and adjusted by the National Geodetic Survey in June 1991..
 QX0152
 QX0152.The geoid height was determined by GEOID03.
 QX0152
 QX0152.The dynamic height is computed by dividing the NAVD 88
 QX0152.geopotential number by the normal gravity value computed on the
 QX0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0152.degrees latitude (g = 980.6199 gals.).
 QX0152
 QX0152.The modeled gravity was interpolated from observed gravity values.
 QX0152
 QX0152;                    North         East    Units  Estimated Accuracy
 QX0152;SPC MT       -   158,420.      518,470.      MT  (+/- 180 meters Scaled)
 QX0152
 QX0152                          SUPERSEDED SURVEY CONTROL
 QX0152
 QX0152  NGVD 29 (??/??/92) 1366.191  (m)         4482.24   (f) ADJ UNCH    1 2
 QX0152
 QX0152.Superseded values are not recommended for survey control.
 QX0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0152.See file dsdata.txt to determine how the superseded data were derived.
 QX0152
 QX0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR353575(NAD 83)
 QX0152_MARKER: DB = BENCH MARK DISK
 QX0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0152_STAMPING: H 490 1957
 QX0152_MARK LOGO: CGS   
 QX0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0152+STABILITY: SURFACE MOTION
 QX0152
 QX0152  HISTORY     - Date     Condition        Report By
 QX0152  HISTORY     - 1957     MONUMENTED       CGS
 QX0152  HISTORY     - 1958     GOOD             NGS
 QX0152  HISTORY     - 1980     GOOD             LOCSUR
 QX0152  HISTORY     - 1982     GOOD             NGS
 QX0152
 QX0152                          STATION DESCRIPTION
 QX0152
 QX0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0152'1.0 MI NE FROM LIVINGSTON.
 QX0152'ABOUT 1.0 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0152'STATION AT LIVINGSTON, IN SECTION 7, T 2 S, R 10 E, 16 POLES SOUTHWEST
 QX0152'OF MILEPOST 114, 63 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 QX0152'TRACK, 86 FEET NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 10, 84
 QX0152'FEET NORTHEAST OF THE EXTENDED CENTER LINE OF 0 STREET, 7 1/2 FEET
 QX0152'NORTHEAST OF A POWER POLE WITH 3 GUY WIRES AND A LINE CROSSING THE
 QX0152'TRACK, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 QX0152'LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 QX0152'INCHES.
 QX0152
 QX0152                          STATION RECOVERY (1980)
 QX0152
 QX0152'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 QX0152'RECOVERED IN GOOD CONDITION.
 QX0152
 QX0152                          STATION RECOVERY (1982)
 QX0152
 QX0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0241 ***********************************************************************
 QW0241  DESIGNATION -  H 491
 QW0241  PID         -  QW0241
 QW0241  STATE/COUNTY-  MT/STILLWATER
 QW0241  USGS QUAD   -  COLUMBUS WEST (1956)
 QW0241
 QW0241                         *CURRENT SURVEY CONTROL
 QW0241  ___________________________________________________________________
 QW0241* NAD 83(1986)-  45 38 13.     (N)    109 15 19.     (W)     SCALED    
 QW0241* NAVD 88     -      1093.539  (meters)    3587.72   (feet)  ADJUSTED  
 QW0241  ___________________________________________________________________
 QW0241  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 QW0241  DYNAMIC HT  -        1093.251 (meters)    3586.77  (feet)  COMP
 QW0241  MODELED GRAV-     980,315.3   (mgal)                       NAVD 88
 QW0241
 QW0241  VERT ORDER  -  FIRST     CLASS II
 QW0241
 QW0241.The horizontal coordinates were scaled from a topographic map and have
 QW0241.an estimated accuracy of +/- 6 seconds.
 QW0241
 QW0241.The orthometric height was determined by differential leveling
 QW0241.and adjusted by the National Geodetic Survey in June 1991..
 QW0241
 QW0241.The geoid height was determined by GEOID03.
 QW0241
 QW0241.The dynamic height is computed by dividing the NAVD 88
 QW0241.geopotential number by the normal gravity value computed on the
 QW0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0241.degrees latitude (g = 980.6199 gals.).
 QW0241
 QW0241.The modeled gravity was interpolated from observed gravity values.
 QW0241
 QW0241;                    North         East    Units  Estimated Accuracy
 QW0241;SPC MT       -   154,170.      619,070.      MT  (+/- 180 meters Scaled)
 QW0241
 QW0241                          SUPERSEDED SURVEY CONTROL
 QW0241
 QW0241  NGVD 29 (??/??/92) 1092.678  (m)         3584.89   (f) ADJ UNCH    1 2
 QW0241
 QW0241.Superseded values are not recommended for survey control.
 QW0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0241.See file dsdata.txt to determine how the superseded data were derived.
 QW0241
 QW0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR359551(NAD 83)
 QW0241_MARKER: DB = BENCH MARK DISK
 QW0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0241_SP_SET: FOUNDATION
 QW0241_STAMPING: H 491 1957
 QW0241_MARK LOGO: CGS   
 QW0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0241
 QW0241  HISTORY     - Date     Condition        Report By
 QW0241  HISTORY     - 1957     MONUMENTED       CGS
 QW0241  HISTORY     - 1982     GOOD             NGS
 QW0241
 QW0241                          STATION DESCRIPTION
 QW0241
 QW0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0241'IN COLUMBUS.
 QW0241'AT COLUMBUS, ALONG THE NORTHERN PACIFIC RAILWAY, 171 1/2 FEET
 QW0241'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, IN SECTION 28, T 2
 QW0241'S, R 20 E, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 QW0241'FOUNDATION OF A STAND PIPE, 4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 QW0241'TRACK, AND ABOUT LEVEL WITH THE TRACK.
 QW0241
 QW0241                          STATION RECOVERY (1982)
 QW0241
 QW0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0241'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0241'IN COLUMBUS, AT THE INTERSECTION OF PIKE AVENUE AND FOURTH STREET, IN
 QW0241'THE NORTHWEST CORNER OF A 6 BY 6 FT ABANDONED CONCRETE FOUNDATION,
 QW0241'52.3 METERS (171.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 QW0241'BURLINGTON NORTHERN RAILROAD STATION, 6.4 METERS (21.0 FT) EAST OF A
 QW0241'RAILROAD SIGNEL AND 1.2 METERS (3.9 FT) SOUTH OF THE NEAR RAIL OF THE
 QW0241'MAIN TRACK.
 QW0241'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0054 ***********************************************************************
 QW0054  DESIGNATION -  H 492
 QW0054  PID         -  QW0054
 QW0054  STATE/COUNTY-  MT/YELLOWSTONE
 QW0054  USGS QUAD   -  WORDEN (1967)
 QW0054
 QW0054                         *CURRENT SURVEY CONTROL
 QW0054  ___________________________________________________________________
 QW0054* NAD 83(1986)-  45 55 52.     (N)    108 13 44.     (W)     SCALED    
 QW0054* NAVD 88     -       915.765  (meters)    3004.47   (feet)  ADJUSTED  
 QW0054  ___________________________________________________________________
 QW0054  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 QW0054  DYNAMIC HT  -         915.597 (meters)    3003.92  (feet)  COMP
 QW0054  MODELED GRAV-     980,401.9   (mgal)                       NAVD 88
 QW0054
 QW0054  VERT ORDER  -  FIRST     CLASS II
 QW0054
 QW0054.The horizontal coordinates were scaled from a topographic map and have
 QW0054.an estimated accuracy of +/- 6 seconds.
 QW0054
 QW0054.The orthometric height was determined by differential leveling
 QW0054.and adjusted by the National Geodetic Survey in June 1991..
 QW0054
 QW0054.The geoid height was determined by GEOID03.
 QW0054
 QW0054.The dynamic height is computed by dividing the NAVD 88
 QW0054.geopotential number by the normal gravity value computed on the
 QW0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0054.degrees latitude (g = 980.6199 gals.).
 QW0054
 QW0054.The modeled gravity was interpolated from observed gravity values.
 QW0054
 QW0054;                    North         East    Units  Estimated Accuracy
 QW0054;SPC MT       -   187,620.      698,540.      MT  (+/- 180 meters Scaled)
 QW0054
 QW0054                          SUPERSEDED SURVEY CONTROL
 QW0054
 QW0054  NGVD 29 (??/??/92)  915.044  (m)         3002.11   (f) ADJ UNCH    1 2
 QW0054
 QW0054.Superseded values are not recommended for survey control.
 QW0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0054.See file dsdata.txt to determine how the superseded data were derived.
 QW0054
 QW0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR148901(NAD 83)
 QW0054_MARKER: DB = BENCH MARK DISK
 QW0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0054_SP_SET: ABUTMENT
 QW0054_STAMPING: H 492 1957
 QW0054_MARK LOGO: NGS   
 QW0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0054
 QW0054  HISTORY     - Date     Condition        Report By
 QW0054  HISTORY     - 1957     MONUMENTED       CGS
 QW0054  HISTORY     - 1960     GOOD             NGS
 QW0054  HISTORY     - 1981     GOOD             NGS
 QW0054
 QW0054                          STATION DESCRIPTION
 QW0054
 QW0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0054'4.7 MI NE FROM HUNTLEY.
 QW0054'ABOUT 4.7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 QW0054'STATION AT HUNTLEY, 0.4 MILE SOUTHWEST OF MILE POLE 208, SET IN THE
 QW0054'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE
 QW0054'NUMBER 208, 4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET
 QW0054'BELOW THE TRACKS.
 QW0054
 QW0054                          STATION RECOVERY (1981)
 QW0054
 QW0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0054'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE IN QUAD
 QW0054'451081, LINE 101.  NOTE=OMITTED FROM THE 1981 LEVELING DUE TO THE MARK
 QW0054'BEING UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0209 ***********************************************************************
 QX0209  DESIGNATION -  H 493
 QX0209  PID         -  QX0209
 QX0209  STATE/COUNTY-  MT/GALLATIN
 QX0209  USGS QUAD   -  BELGRADE (1987)
 QX0209
 QX0209                         *CURRENT SURVEY CONTROL
 QX0209  ___________________________________________________________________
 QX0209* NAD 83(1986)-  45 45 59.     (N)    111 09 32.     (W)     SCALED    
 QX0209* NAVD 88     -      1366.044  (meters)    4481.76   (feet)  ADJUSTED  
 QX0209  ___________________________________________________________________
 QX0209  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 QX0209  DYNAMIC HT  -        1365.581 (meters)    4480.24  (feet)  COMP
 QX0209  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 QX0209
 QX0209  VERT ORDER  -  FIRST     CLASS II
 QX0209
 QX0209.The horizontal coordinates were scaled from a topographic map and have
 QX0209.an estimated accuracy of +/- 6 seconds.
 QX0209
 QX0209.The orthometric height was determined by differential leveling
 QX0209.and adjusted by the National Geodetic Survey in June 1991..
 QX0209
 QX0209.The geoid height was determined by GEOID03.
 QX0209
 QX0209.The dynamic height is computed by dividing the NAVD 88
 QX0209.geopotential number by the normal gravity value computed on the
 QX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0209.degrees latitude (g = 980.6199 gals.).
 QX0209
 QX0209.The modeled gravity was interpolated from observed gravity values.
 QX0209
 QX0209;                    North         East    Units  Estimated Accuracy
 QX0209;SPC MT       -   169,890.      471,020.      MT  (+/- 180 meters Scaled)
 QX0209
 QX0209                          SUPERSEDED SURVEY CONTROL
 QX0209
 QX0209  NGVD 29 (??/??/92) 1364.907  (m)         4478.03   (f) ADJ UNCH    1 2
 QX0209
 QX0209.Superseded values are not recommended for survey control.
 QX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0209.See file dsdata.txt to determine how the superseded data were derived.
 QX0209
 QX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR876681(NAD 83)
 QX0209_MARKER: DB = BENCH MARK DISK
 QX0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0209_SP_SET: CULVERT
 QX0209_STAMPING: H 493 1957
 QX0209_MARK LOGO: CGS   
 QX0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0209+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QX0209
 QX0209  HISTORY     - Date     Condition        Report By
 QX0209  HISTORY     - 1957     MONUMENTED       CGS
 QX0209  HISTORY     - 1958     GOOD             NGS
 QX0209  HISTORY     - 1969     GOOD             NGS
 QX0209  HISTORY     - 1982     GOOD             NGS
 QX0209  HISTORY     - 20050201 GOOD             INDIV
 QX0209
 QX0209                          STATION DESCRIPTION
 QX0209
 QX0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0209'0.9 MI SE FROM BELGRADE.
 QX0209'ABOUT 0.9 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0209'STATION AT BELGRADE, IN SECTION 7, T 1 S, R 5 E, 79 FEET SOUTH OF AND
 QX0209'ACROSS THE TRACK FROM MILEPOST 149, IN THE TOP OF THE SOUTHEAST END OF
 QX0209'THE SOUTHWEST CONCRETE HEAD WALL OF A 4X4-FOOT CULVERT, 7 FEET
 QX0209'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 24 1/2 RAILS
 QX0209'SOUTHEAST OF A ROAD CROSSING, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 QX0209'TRACK.
 QX0209
 QX0209                          STATION RECOVERY (1969)
 QX0209
 QX0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QX0209'RECOVERED IN GOOD CONDITION.
 QX0209
 QX0209                          STATION RECOVERY (1982)
 QX0209
 QX0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0209'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0209'13.7 KM (8.5 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0209'FROM THE RAILROAD STATION IN BOZEMAN, IN TOP OF THE SOUTHEAST END OF
 QX0209'THE SOUTHWEST CONCRETE HEADWALL OF A 4 BY 4 FT BOX CULVERT, 24.1
 QX0209'METERS (79.1 FT) SOUTH OF MILEPOST 149 AND 2.2 METERS (7.2 FT)
 QX0209'SOUTHWEST OF THE NEAR RAIL.
 QX0209'THE MARK IS 0.3 M BELOW THE TRACKS.
 QX0209
 QX0209                          STATION RECOVERY (2005)
 QX0209
 QX0209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CLB)
 QX0209'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0045 ***********************************************************************
 QX0045  DESIGNATION -  H 494
 QX0045  PID         -  QX0045
 QX0045  STATE/COUNTY-  MT/SWEET GRASS
 QX0045  USGS QUAD   -  CARNEY (1980)
 QX0045
 QX0045                         *CURRENT SURVEY CONTROL
 QX0045  ___________________________________________________________________
 QX0045* NAD 83(1986)-  45 48 15.     (N)    110 01 34.     (W)     SCALED    
 QX0045* NAVD 88     -      1256.354  (meters)    4121.89   (feet)  ADJUSTED  
 QX0045  ___________________________________________________________________
 QX0045  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 QX0045  DYNAMIC HT  -        1255.979 (meters)    4120.66  (feet)  COMP
 QX0045  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 QX0045
 QX0045  VERT ORDER  -  FIRST     CLASS II
 QX0045
 QX0045.The horizontal coordinates were scaled from a topographic map and have
 QX0045.an estimated accuracy of +/- 6 seconds.
 QX0045
 QX0045.The orthometric height was determined by differential leveling
 QX0045.and adjusted by the National Geodetic Survey in June 1991..
 QX0045
 QX0045.The geoid height was determined by GEOID03.
 QX0045
 QX0045.The dynamic height is computed by dividing the NAVD 88
 QX0045.geopotential number by the normal gravity value computed on the
 QX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0045.degrees latitude (g = 980.6199 gals.).
 QX0045
 QX0045.The modeled gravity was interpolated from observed gravity values.
 QX0045
 QX0045;                    North         East    Units  Estimated Accuracy
 QX0045;SPC MT       -   172,860.      559,120.      MT  (+/- 180 meters Scaled)
 QX0045
 QX0045                          SUPERSEDED SURVEY CONTROL
 QX0045
 QX0045  NGVD 29 (??/??/92) 1255.314  (m)         4118.48   (f) ADJ UNCH    1 2
 QX0045
 QX0045.Superseded values are not recommended for survey control.
 QX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0045.See file dsdata.txt to determine how the superseded data were derived.
 QX0045
 QX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR756727(NAD 83)
 QX0045_MARKER: DB = BENCH MARK DISK
 QX0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0045_STAMPING: H 494 1957
 QX0045_MARK LOGO: CGS   
 QX0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0045+STABILITY: SURFACE MOTION
 QX0045
 QX0045  HISTORY     - Date     Condition        Report By
 QX0045  HISTORY     - 1957     MONUMENTED       CGS
 QX0045  HISTORY     - 1958     GOOD             NGS
 QX0045  HISTORY     - 1982     GOOD             NGS
 QX0045
 QX0045                          STATION DESCRIPTION
 QX0045
 QX0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0045'4.0 MI SW FROM BIG TIMBER.
 QX0045'ABOUT 4.0 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0045'STATION AT BIG TIMBER, IN SECTION 30, T 1 N, R 14 E, 3 POLES NORTHEAST
 QX0045'OF MILEPOST 85, 71 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 47 1/2
 QX0045'FEET NORTHEAST OF A TELEPHONE POLE, 9 1/2 FEET SOUTHWEST OF A FENCE
 QX0045'CORNER, 2 1/2 FEET NORTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WHITE
 QX0045'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND IN
 QX0045'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QX0045
 QX0045                          STATION RECOVERY (1982)
 QX0045
 QX0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0003 ***********************************************************************
 QY0003  DESIGNATION -  H 495
 QY0003  PID         -  QY0003
 QY0003  STATE/COUNTY-  MT/SILVER BOW
 QY0003  USGS QUAD   -  HOMESTAKE (1996)
 QY0003
 QY0003                         *CURRENT SURVEY CONTROL
 QY0003  ___________________________________________________________________
 QY0003* NAD 83(1986)-  45 59 14.     (N)    112 28 36.     (W)     SCALED    
 QY0003* NAVD 88     -      1728.970  (meters)    5672.46   (feet)  ADJUSTED  
 QY0003  ___________________________________________________________________
 QY0003  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 QY0003  DYNAMIC HT  -        1728.283 (meters)    5670.21  (feet)  COMP
 QY0003  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 QY0003
 QY0003  VERT ORDER  -  FIRST     CLASS II
 QY0003
 QY0003.The horizontal coordinates were scaled from a topographic map and have
 QY0003.an estimated accuracy of +/- 6 seconds.
 QY0003
 QY0003.The orthometric height was determined by differential leveling
 QY0003.and adjusted by the National Geodetic Survey in June 1991..
 QY0003
 QY0003.The geoid height was determined by GEOID03.
 QY0003
 QY0003.The dynamic height is computed by dividing the NAVD 88
 QY0003.geopotential number by the normal gravity value computed on the
 QY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0003.degrees latitude (g = 980.6199 gals.).
 QY0003
 QY0003.The modeled gravity was interpolated from observed gravity values.
 QY0003
 QY0003;                    North         East    Units  Estimated Accuracy
 QY0003;SPC MT       -   197,440.      369,520.      MT  (+/- 180 meters Scaled)
 QY0003
 QY0003                          SUPERSEDED SURVEY CONTROL
 QY0003
 QY0003  NGVD 29 (??/??/92) 1727.680  (m)         5668.23   (f) ADJ UNCH    1 2
 QY0003
 QY0003.Superseded values are not recommended for survey control.
 QY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0003.See file dsdata.txt to determine how the superseded data were derived.
 QY0003
 QY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR856936(NAD 83)
 QY0003_MARKER: DB = BENCH MARK DISK
 QY0003_SETTING: 66 = SET IN ROCK OUTCROP
 QY0003_SP_SET: ROCK OUTCROP
 QY0003_STAMPING: H 495 1957
 QY0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0003+STABILITY: POSITION/ELEVATION WELL
 QY0003
 QY0003  HISTORY     - Date     Condition        Report By
 QY0003  HISTORY     - 1957     MONUMENTED       CGS
 QY0003  HISTORY     - 1958     GOOD             NGS
 QY0003
 QY0003                          STATION DESCRIPTION
 QY0003
 QY0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0003'3.8 MI SE FROM BUTTE.
 QY0003'3.8 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0003'STATION AT BUTTE, IN SECTION 28, T 3 N, R 7 W, ABOUT 0.4 MILE
 QY0003'NORTHWEST OF MILEPOST 67, IN THE TOP OF A GRANITE ROCK OUTCROP WHICH
 QY0003'PROJECTS 1 FOOT ON THE SOUTHWEST SIDE, 62 FEET NORTHEAST OF THE
 QY0003'NORTHEAST RAIL, AT THE NORTHWEST END OF A CUT, ABOUT 0.25 MILE EAST OF
 QY0003'AND ACROSS THE TRACK FROM A LARGE BRICK HOUSE, 9 1/2 RAILS NORTHWEST
 QY0003'OF A ROAD CROSSING, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0031 ***********************************************************************
 QY0031  DESIGNATION -  H 496
 QY0031  PID         -  QY0031
 QY0031  STATE/COUNTY-  MT/JEFFERSON
 QY0031  USGS QUAD   -  DELMOE LAKE (1978)
 QY0031
 QY0031                         *CURRENT SURVEY CONTROL
 QY0031  ___________________________________________________________________
 QY0031* NAD 83(1986)-  45 56 53.     (N)    112 18 59.     (W)     SCALED    
 QY0031* NAVD 88     -      1679.732  (meters)    5510.92   (feet)  ADJUSTED  
 QY0031  ___________________________________________________________________
 QY0031  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QY0031  DYNAMIC HT  -        1679.077 (meters)    5508.77  (feet)  COMP
 QY0031  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 QY0031
 QY0031  VERT ORDER  -  FIRST     CLASS II
 QY0031
 QY0031.The horizontal coordinates were scaled from a topographic map and have
 QY0031.an estimated accuracy of +/- 6 seconds.
 QY0031
 QY0031.The orthometric height was determined by differential leveling
 QY0031.and adjusted by the National Geodetic Survey in June 1991..
 QY0031
 QY0031.The geoid height was determined by GEOID03.
 QY0031
 QY0031.The dynamic height is computed by dividing the NAVD 88
 QY0031.geopotential number by the normal gravity value computed on the
 QY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0031.degrees latitude (g = 980.6199 gals.).
 QY0031
 QY0031.The modeled gravity was interpolated from observed gravity values.
 QY0031
 QY0031;                    North         East    Units  Estimated Accuracy
 QY0031;SPC MT       -   192,630.      381,770.      MT  (+/- 180 meters Scaled)
 QY0031
 QY0031                          SUPERSEDED SURVEY CONTROL
 QY0031
 QY0031  NGVD 29 (??/??/92) 1678.486  (m)         5506.83   (f) ADJ UNCH    1 2
 QY0031
 QY0031.Superseded values are not recommended for survey control.
 QY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0031.See file dsdata.txt to determine how the superseded data were derived.
 QY0031
 QY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR979891(NAD 83)
 QY0031_MARKER: DB = BENCH MARK DISK
 QY0031_SETTING: 66 = SET IN ROCK OUTCROP
 QY0031_SP_SET: ROCK OUTCROP
 QY0031_STAMPING: H 496 1957
 QY0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0031+STABILITY: POSITION/ELEVATION WELL
 QY0031
 QY0031  HISTORY     - Date     Condition        Report By
 QY0031  HISTORY     - 1957     MONUMENTED       CGS
 QY0031  HISTORY     - 1958     GOOD             NGS
 QY0031
 QY0031                          STATION DESCRIPTION
 QY0031
 QY0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0031'14.6 MI NW FROM WHITEHALL.
 QY0031'14.6 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0031'STATION AT WHITEHALL, IN SECTION 2, T 2 N, R 6 W, 12 RAILS SOUTHEAST
 QY0031'OF MILEPOST 53, IN THE TOP OF THE NORTHWEST SLOPE OF A ROCK OUTCROP,
 QY0031'10 FEET SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP, 2 RAILS WEST OF
 QY0031'THE WEST END OF A CUT, 15 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 QY0031'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0180 ***********************************************************************
 QX0180  DESIGNATION -  H 497
 QX0180  PID         -  QX0180
 QX0180  STATE/COUNTY-  MT/GALLATIN
 QX0180  USGS QUAD   -  LOGAN (1987)
 QX0180
 QX0180                         *CURRENT SURVEY CONTROL
 QX0180  ___________________________________________________________________
 QX0180* NAD 83(1986)-  45 53 41.     (N)    111 29 04.     (W)     SCALED    
 QX0180* NAVD 88     -      1243.712  (meters)    4080.41   (feet)  ADJUSTED  
 QX0180  ___________________________________________________________________
 QX0180  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 QX0180  DYNAMIC HT  -        1243.369 (meters)    4079.29  (feet)  COMP
 QX0180  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 QX0180
 QX0180  VERT ORDER  -  FIRST     CLASS II
 QX0180
 QX0180.The horizontal coordinates were scaled from a topographic map and have
 QX0180.an estimated accuracy of +/- 6 seconds.
 QX0180
 QX0180.The orthometric height was determined by differential leveling
 QX0180.and adjusted by the National Geodetic Survey in June 1991..
 QX0180
 QX0180.The geoid height was determined by GEOID03.
 QX0180
 QX0180.The dynamic height is computed by dividing the NAVD 88
 QX0180.geopotential number by the normal gravity value computed on the
 QX0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0180.degrees latitude (g = 980.6199 gals.).
 QX0180
 QX0180.The modeled gravity was interpolated from observed gravity values.
 QX0180
 QX0180;                    North         East    Units  Estimated Accuracy
 QX0180;SPC MT       -   184,730.      446,070.      MT  (+/- 180 meters Scaled)
 QX0180
 QX0180                          SUPERSEDED SURVEY CONTROL
 QX0180
 QX0180  NGVD 29 (??/??/92) 1242.679  (m)         4077.02   (f) ADJ UNCH    1 2
 QX0180
 QX0180.Superseded values are not recommended for survey control.
 QX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0180.See file dsdata.txt to determine how the superseded data were derived.
 QX0180
 QX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR624824(NAD 83)
 QX0180_MARKER: DB = BENCH MARK DISK
 QX0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0180_SP_SET: RETAINING WALL
 QX0180_STAMPING: H 497 1957
 QX0180_MARK LOGO: CGS   
 QX0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0180
 QX0180  HISTORY     - Date     Condition        Report By
 QX0180  HISTORY     - 1957     MONUMENTED       CGS
 QX0180  HISTORY     - 1958     GOOD             NGS
 QX0180  HISTORY     - 1982     GOOD             NGS
 QX0180
 QX0180                          STATION DESCRIPTION
 QX0180
 QX0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0180'2.9 MI NW FROM LOGAN.
 QX0180'ABOUT 2.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0180'STATION AT LOGAN, IN SECTION 28, T 2 N, R 2 E, 47 FEET WEST OF
 QX0180'MILEPOST 3, IN THE TOP OF THE NORTHEND OF THE EAST CONCRETE RETAINING
 QX0180'WALL OF BRIDGE NUMBER 3, 5 1/2 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 QX0180'6 INCHES BELOW THE LEVEL OF THE TRACK.
 QX0180
 QX0180                          STATION RECOVERY (1982)
 QX0180
 QX0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0180'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0180'3.3 KM (2.05 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QX0180'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE NORTHEAST EDGE OF THREE
 QX0180'FORKS, IN TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A
 QX0180'RAILROAD BRIDGE, 14.5 METERS (47.6 FT) WEST OF MILEPOST 3 AND 1.7
 QX0180'METERS (5.6 FT) NORTH OF THE NEAR RAIL.
 QX0180'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0396 ***********************************************************************
 QX0396  DESIGNATION -  H 498
 QX0396  PID         -  QX0396
 QX0396  STATE/COUNTY-  MT/GALLATIN
 QX0396  USGS QUAD   -  SAPPINGTON (1987)
 QX0396
 QX0396                         *CURRENT SURVEY CONTROL
 QX0396  ___________________________________________________________________
 QX0396* NAD 83(1986)-  45 47 41.     (N)    111 45 13.     (W)     SCALED    
 QX0396* NAVD 88     -      1279.492  (meters)    4197.80   (feet)  ADJUSTED  
 QX0396  ___________________________________________________________________
 QX0396  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 QX0396  DYNAMIC HT  -        1279.132 (meters)    4196.62  (feet)  COMP
 QX0396  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 QX0396
 QX0396  VERT ORDER  -  FIRST     CLASS II
 QX0396
 QX0396.The horizontal coordinates were scaled from a topographic map and have
 QX0396.an estimated accuracy of +/- 6 seconds.
 QX0396
 QX0396.The orthometric height was determined by differential leveling
 QX0396.and adjusted by the National Geodetic Survey in June 1991..
 QX0396
 QX0396.The geoid height was determined by GEOID03.
 QX0396
 QX0396.The dynamic height is computed by dividing the NAVD 88
 QX0396.geopotential number by the normal gravity value computed on the
 QX0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0396.degrees latitude (g = 980.6199 gals.).
 QX0396
 QX0396.The modeled gravity was interpolated from observed gravity values.
 QX0396
 QX0396;                    North         East    Units  Estimated Accuracy
 QX0396;SPC MT       -   174,190.      424,880.      MT  (+/- 180 meters Scaled)
 QX0396
 QX0396                          SUPERSEDED SURVEY CONTROL
 QX0396
 QX0396  NGVD 29 (08/20/92) 1278.450  (m)         4194.38   (f) ADJUSTED    1 2
 QX0396
 QX0396.Superseded values are not recommended for survey control.
 QX0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0396.See file dsdata.txt to determine how the superseded data were derived.
 QX0396
 QX0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR414715(NAD 83)
 QX0396_MARKER: DB = BENCH MARK DISK
 QX0396_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0396_SP_SET: PIER
 QX0396_STAMPING: H 498 1957
 QX0396_MARK LOGO: CGS   
 QX0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0396
 QX0396  HISTORY     - Date     Condition        Report By
 QX0396  HISTORY     - 1957     MONUMENTED       CGS
 QX0396  HISTORY     - 1958     GOOD             NGS
 QX0396  HISTORY     - 1959     GOOD             NGS
 QX0396  HISTORY     - 1987     GOOD             NGS
 QX0396
 QX0396                          STATION DESCRIPTION
 QX0396
 QX0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0396'0.6 MI E FROM SAPPINGTON.
 QX0396'ABOUT 0.6 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0396'STATION AT SAPPINGTON, IN SECTION 32, T 1 N, R 1 W, 8 1/2 POLES EAST
 QX0396'OF MILEPOST 19, SET VERTICALLY IN THE SOUTH FACE OF THE EAST CONCRETE
 QX0396'COLUMN OF THE STATE HIGHWAY 1 OVERPASS, 15 1/2 FEET NORTH OF THE NORTH
 QX0396'RAIL, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND GROUND.
 QX0396
 QX0396                          STATION RECOVERY (1959)
 QX0396
 QX0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QX0396'RECOVERED IN GOOD CONDITION.
 QX0396
 QX0396                          STATION RECOVERY (1987)
 QX0396
 QX0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0396'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.0 KM (6.85
 QX0396'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE IN
 QX0396'HARRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0413 ***********************************************************************
 TN0413  DESIGNATION -  H 499
 TN0413  PID         -  TN0413
 TN0413  STATE/COUNTY-  MT/FLATHEAD
 TN0413  USGS QUAD   -  HUNGRY HORSE (1994)
 TN0413
 TN0413                         *CURRENT SURVEY CONTROL
 TN0413  ___________________________________________________________________
 TN0413* NAD 83(1986)-  48 23 13.     (N)    114 03 00.     (W)     SCALED    
 TN0413* NAVD 88     -       980.329  (meters)    3216.30   (feet)  ADJUSTED  
 TN0413  ___________________________________________________________________
 TN0413  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 TN0413  DYNAMIC HT  -         980.323 (meters)    3216.28  (feet)  COMP
 TN0413  MODELED GRAV-     980,572.6   (mgal)                       NAVD 88
 TN0413
 TN0413  VERT ORDER  -  FIRST     CLASS II
 TN0413
 TN0413.The horizontal coordinates were scaled from a topographic map and have
 TN0413.an estimated accuracy of +/- 6 seconds.
 TN0413
 TN0413.The orthometric height was determined by differential leveling
 TN0413.and adjusted by the National Geodetic Survey in June 1991..
 TN0413
 TN0413.The geoid height was determined by GEOID03.
 TN0413
 TN0413.The dynamic height is computed by dividing the NAVD 88
 TN0413.geopotential number by the normal gravity value computed on the
 TN0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0413.degrees latitude (g = 980.6199 gals.).
 TN0413
 TN0413.The modeled gravity was interpolated from observed gravity values.
 TN0413
 TN0413;                    North         East    Units  Estimated Accuracy
 TN0413;SPC MT       -   469,490.      263,300.      MT  (+/- 180 meters Scaled)
 TN0413
 TN0413                          SUPERSEDED SURVEY CONTROL
 TN0413
 TN0413.No superseded survey control is available for this station.
 TN0413
 TN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP183635(NAD 83)
 TN0413_MARKER: DB = BENCH MARK DISK
 TN0413_SETTING: 66 = SET IN ROCK OUTCROP
 TN0413_SP_SET: ROCK OUTCROP
 TN0413_STAMPING: H 499 1979
 TN0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0413+STABILITY: POSITION/ELEVATION WELL
 TN0413
 TN0413  HISTORY     - Date     Condition        Report By
 TN0413  HISTORY     - 1979     MONUMENTED       NGS
 TN0413
 TN0413                          STATION DESCRIPTION
 TN0413
 TN0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0413'5.1 MI NE FROM COLUMBIA FALLS.
 TN0413'5.1 MILES NORTHEAST ALONG U. S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TN0413'HIGHWAY 40 AT COLUMBIA FALLS, 0.3 MILE NORTHEAST OF THE FLATHEAD
 TN0413'NATIONAL FOREST RANGER STATION AT HUNGRY HORSE, TO A BEDROCK ROAD
 TN0413'CUT AND A GRAVEL ROAD LEADING WEST TO A WATER TOWER, THENCE WEST
 TN0413'APPROXIMATELY 250 FEET TO A SMALL RIDGE WITH A ROAD GOING AROUND IT,
 TN0413'IN A 3 FOOT BY 3 FOOT EXPOSED AREA OF OUTCROP ON TOP OF THE RIDGE,
 TN0413'165 FEET EAST OF THE WATER TOWER AND APPROXIMATELY 90 FEET NORTH OF
 TN0413'THE CENTERLINE OF HIGHWAY 2.
 TN0413'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TN0413'THE MARK IS 15 FT ABOVE HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0015 ***********************************************************************
 QX0015  DESIGNATION -  H 5
 QX0015  PID         -  QX0015
 QX0015  STATE/COUNTY-  MT/PARK
 QX0015  USGS QUAD   -  ELTON (1981)
 QX0015
 QX0015                         *CURRENT SURVEY CONTROL
 QX0015  ___________________________________________________________________
 QX0015* NAD 83(1986)-  45 42 29.     (N)    110 21 26.     (W)     SCALED    
 QX0015* NAVD 88     -      1324.781  (meters)    4346.39   (feet)  ADJUSTED  
 QX0015  ___________________________________________________________________
 QX0015  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 QX0015  DYNAMIC HT  -        1324.358 (meters)    4345.00  (feet)  COMP
 QX0015  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 QX0015
 QX0015  VERT ORDER  -  FIRST     CLASS II
 QX0015
 QX0015.The horizontal coordinates were scaled from a topographic map and have
 QX0015.an estimated accuracy of +/- 6 seconds.
 QX0015
 QX0015.The orthometric height was determined by differential leveling
 QX0015.and adjusted by the National Geodetic Survey in June 1991..
 QX0015
 QX0015.The geoid height was determined by GEOID03.
 QX0015
 QX0015.The dynamic height is computed by dividing the NAVD 88
 QX0015.geopotential number by the normal gravity value computed on the
 QX0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0015.degrees latitude (g = 980.6199 gals.).
 QX0015
 QX0015.The modeled gravity was interpolated from observed gravity values.
 QX0015
 QX0015;                    North         East    Units  Estimated Accuracy
 QX0015;SPC MT       -   162,410.      533,270.      MT  (+/- 180 meters Scaled)
 QX0015
 QX0015                          SUPERSEDED SURVEY CONTROL
 QX0015
 QX0015  NGVD 29 (??/??/92) 1323.692  (m)         4342.81   (f) ADJ UNCH    1 2
 QX0015
 QX0015.Superseded values are not recommended for survey control.
 QX0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0015.See file dsdata.txt to determine how the superseded data were derived.
 QX0015
 QX0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR500618(NAD 83)
 QX0015_MARKER: P = PIPE CAP
 QX0015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0015_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QX0015_STAMPING: H 5 1907 4342.813
 QX0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0015
 QX0015  HISTORY     - Date     Condition        Report By
 QX0015  HISTORY     - 1907     MONUMENTED       CGS
 QX0015  HISTORY     - 1958     GOOD             NGS
 QX0015  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0015
 QX0015                          STATION DESCRIPTION
 QX0015
 QX0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0015'11.0 MI NE FROM LIVINGSTON.
 QX0015'ABOUT 11.0 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0015'STATION AT LIVINGSTON, IN SECTION 34, T 1 S, R 11 E, ABOUT 0.4 MILE
 QX0015'WEST OF MILEPOST 104, 21 1/2 FEET EAST OF THE 16TH POLE WEST OF
 QX0015'MILEPOST 104, 57 FEET SOUTH OF THE SOUTH RAIL, 252 FEET WEST-SOUTHWEST
 QX0015'OF SEMAPHORE 104.4, 240 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD
 QX0015'CROSSING, 24 1/2 FEET NORTHEAST OF A FENCE CORNER, 16 FEET NORTH OF
 QX0015'THE SOUTH RIGHT OF WAY FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 QX0015'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 QX0015'3-INCH IRON PIPE WHICH PROJECTS 8 INCHES.  NOTE-- H 5 1907 WAS STAMPED
 QX0015'BY THIS PARTY.
 QX0015
 QX0015                          STATION RECOVERY (1982)
 QX0015
 QX0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1207 ***********************************************************************
 SS1207  DESIGNATION -  H 5 W
 SS1207  PID         -  SS1207
 SS1207  STATE/COUNTY-  MT/CASCADE
 SS1207  USGS QUAD   -  FORT SHAW (1983)
 SS1207
 SS1207                         *CURRENT SURVEY CONTROL
 SS1207  ___________________________________________________________________
 SS1207* NAD 83(1986)-  47 34 46.     (N)    111 50 13.     (W)     SCALED    
 SS1207* NAVD 88     -      1183.851  (meters)    3884.02   (feet)  ADJUSTED  
 SS1207  ___________________________________________________________________
 SS1207  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SS1207  DYNAMIC HT  -        1183.742 (meters)    3883.66  (feet)  COMP
 SS1207  MODELED GRAV-     980,478.9   (mgal)                       NAVD 88
 SS1207
 SS1207  VERT ORDER  -  SECOND    CLASS 0
 SS1207
 SS1207.The horizontal coordinates were scaled from a topographic map and have
 SS1207.an estimated accuracy of +/- 6 seconds.
 SS1207
 SS1207.The orthometric height was determined by differential leveling
 SS1207.and adjusted by the National Geodetic Survey in June 1991..
 SS1207
 SS1207.The geoid height was determined by GEOID03.
 SS1207
 SS1207.The dynamic height is computed by dividing the NAVD 88
 SS1207.geopotential number by the normal gravity value computed on the
 SS1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1207.degrees latitude (g = 980.6199 gals.).
 SS1207
 SS1207.The modeled gravity was interpolated from observed gravity values.
 SS1207
 SS1207;                    North         East    Units  Estimated Accuracy
 SS1207;SPC MT       -   372,580.      424,320.      MT  (+/- 180 meters Scaled)
 SS1207
 SS1207                          SUPERSEDED SURVEY CONTROL
 SS1207
 SS1207  NGVD 29 (??/??/92) 1182.885  (m)         3880.85   (f) ADJ UNCH    2 0
 SS1207
 SS1207.Superseded values are not recommended for survey control.
 SS1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1207.See file dsdata.txt to determine how the superseded data were derived.
 SS1207
 SS1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT370698(NAD 83)
 SS1207_MARKER: DS = TRIANGULATION STATION DISK
 SS1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1207_STAMPING: H 5 W 1961
 SS1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1207+STABILITY: SURFACE MOTION
 SS1207
 SS1207  HISTORY     - Date     Condition        Report By
 SS1207  HISTORY     - 1961     MONUMENTED       CGS
 SS1207
 SS1207                          STATION DESCRIPTION
 SS1207
 SS1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1207'8.5 MI E FROM FAIRFIELD.
 SS1207'7.95 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1207'FAIRFIELD, THENCE 0.55 MILES SOUTH ALONG A COUNTY ROAD, AT THE
 SS1207'CROSSING OF AN IRRIGATION DITCH, 23 1/2 FEET WEST OF THE CENTER LINE
 SS1207'OF THE ROAD, 107 FEET SOUTH OF THE CENTER OF THE DITCH, 74.70 FEET
 SS1207'SOUTH OF REFERENCE MARK H 5 W R.M. 1, 2.4 FEET EAST OF A FENCE, 8 FEET
 SS1207'SOUTH-SOUTHEAST OF THE SOUTH END OF A GATE, 3.1 FEET NORTHWEST OF A
 SS1207'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SS1207'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1209 ***********************************************************************
 SS1209  DESIGNATION -  H 5 W AZ MK
 SS1209  PID         -  SS1209
 SS1209  STATE/COUNTY-  MT/CASCADE
 SS1209  USGS QUAD   -  FORT SHAW (1983)
 SS1209
 SS1209                         *CURRENT SURVEY CONTROL
 SS1209  ___________________________________________________________________
 SS1209* NAD 83(1986)-  47 34 24.     (N)    111 50 12.     (W)     SCALED    
 SS1209* NAVD 88     -      1167.716  (meters)    3831.08   (feet)  ADJUSTED  
 SS1209  ___________________________________________________________________
 SS1209  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 SS1209  DYNAMIC HT  -        1167.609 (meters)    3830.73  (feet)  COMP
 SS1209  MODELED GRAV-     980,480.5   (mgal)                       NAVD 88
 SS1209
 SS1209  VERT ORDER  -  SECOND    CLASS 0
 SS1209
 SS1209.The horizontal coordinates were scaled from a topographic map and have
 SS1209.an estimated accuracy of +/- 6 seconds.
 SS1209
 SS1209.The orthometric height was determined by differential leveling
 SS1209.and adjusted by the National Geodetic Survey in June 1991..
 SS1209
 SS1209.The geoid height was determined by GEOID03.
 SS1209
 SS1209.The dynamic height is computed by dividing the NAVD 88
 SS1209.geopotential number by the normal gravity value computed on the
 SS1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1209.degrees latitude (g = 980.6199 gals.).
 SS1209
 SS1209.The modeled gravity was interpolated from observed gravity values.
 SS1209
 SS1209;                    North         East    Units  Estimated Accuracy
 SS1209;SPC MT       -   371,900.      424,320.      MT  (+/- 180 meters Scaled)
 SS1209
 SS1209                          SUPERSEDED SURVEY CONTROL
 SS1209
 SS1209  NGVD 29 (??/??/92) 1166.751  (m)         3827.92   (f) ADJ UNCH    2 0
 SS1209
 SS1209.Superseded values are not recommended for survey control.
 SS1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1209.See file dsdata.txt to determine how the superseded data were derived.
 SS1209
 SS1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT370692(NAD 83)
 SS1209_MARKER: DZ = AZIMUTH MARK DISK
 SS1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1209_STAMPING: H 5 W 1961
 SS1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1209+STABILITY: SURFACE MOTION
 SS1209
 SS1209  HISTORY     - Date     Condition        Report By
 SS1209  HISTORY     - 1961     MONUMENTED       CGS
 SS1209
 SS1209                          STATION DESCRIPTION
 SS1209
 SS1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1209'8.95 MI E FROM FAIRFIELD.
 SS1209'7.95 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1209'FAIRFIELD, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD, 30 FEET EAST OF
 SS1209'THE CENTER LINE OF THE ROAD, 74 FEET NORTH OF A POWER LINE POLE, 2.2
 SS1209'FEET EAST OF A WITNESS POST, 0.5 FOOT WEST OF A FENCE, ABOUT LEVEL
 SS1209'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS1209'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1206 ***********************************************************************
 SS1206  DESIGNATION -  H 5 W RM 1
 SS1206  PID         -  SS1206
 SS1206  STATE/COUNTY-  MT/CASCADE
 SS1206  USGS QUAD   -  FORT SHAW (1983)
 SS1206
 SS1206                         *CURRENT SURVEY CONTROL
 SS1206  ___________________________________________________________________
 SS1206* NAD 83(1986)-  47 34 46.     (N)    111 50 14.     (W)     SCALED    
 SS1206* NAVD 88     -      1184.946  (meters)    3887.61   (feet)  ADJUSTED  
 SS1206  ___________________________________________________________________
 SS1206  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SS1206  DYNAMIC HT  -        1184.837 (meters)    3887.25  (feet)  COMP
 SS1206  MODELED GRAV-     980,478.8   (mgal)                       NAVD 88
 SS1206
 SS1206  VERT ORDER  -  SECOND    CLASS 0
 SS1206
 SS1206.The horizontal coordinates were scaled from a topographic map and have
 SS1206.an estimated accuracy of +/- 6 seconds.
 SS1206
 SS1206.The orthometric height was determined by differential leveling
 SS1206.and adjusted by the National Geodetic Survey in June 1991..
 SS1206
 SS1206.The geoid height was determined by GEOID03.
 SS1206
 SS1206.The dynamic height is computed by dividing the NAVD 88
 SS1206.geopotential number by the normal gravity value computed on the
 SS1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1206.degrees latitude (g = 980.6199 gals.).
 SS1206
 SS1206.The modeled gravity was interpolated from observed gravity values.
 SS1206
 SS1206;                    North         East    Units  Estimated Accuracy
 SS1206;SPC MT       -   372,580.      424,300.      MT  (+/- 180 meters Scaled)
 SS1206
 SS1206                          SUPERSEDED SURVEY CONTROL
 SS1206
 SS1206  NGVD 29 (??/??/92) 1183.980  (m)         3884.44   (f) ADJ UNCH    2 0
 SS1206
 SS1206.Superseded values are not recommended for survey control.
 SS1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1206.See file dsdata.txt to determine how the superseded data were derived.
 SS1206
 SS1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT370698(NAD 83)
 SS1206_MARKER: DR = REFERENCE MARK DISK
 SS1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1206_STAMPING: H 5 W NO. 1 1961
 SS1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1206+STABILITY: SURFACE MOTION
 SS1206
 SS1206  HISTORY     - Date     Condition        Report By
 SS1206  HISTORY     - 1961     MONUMENTED       CGS
 SS1206
 SS1206                          STATION DESCRIPTION
 SS1206
 SS1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1206'8.5 MI E FROM FAIRFIELD.
 SS1206'7.95 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1206'FAIRFIELD, THENCE 0.55 MILES SOUTH ALONG A COUNTY ROAD, AT THE
 SS1206'CROSSING OF AN IRRIGATION DITCH, 24 FEET WEST OF THE CENTER LINE OF
 SS1206'THE ROAD, 27 1/2 FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 SS1206'A GRAVELED ROAD LEADING EAST, 74.70 FEET NORTH OF TRIANGULATION
 SS1206'STATION H 5 W, 28.5 FEET SOUTHWEST OF THE SOUTH END OF WEST CONCRETE
 SS1206'HEAD WALL OF A 2 BY 3 FOOT CONCRETE COX CULVERT, 3.7 FEET EAST OF A
 SS1206'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 SS1206'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1208 ***********************************************************************
 SS1208  DESIGNATION -  H 5 W RM 2
 SS1208  PID         -  SS1208
 SS1208  STATE/COUNTY-  MT/CASCADE
 SS1208  USGS QUAD   -  FORT SHAW (1983)
 SS1208
 SS1208                         *CURRENT SURVEY CONTROL
 SS1208  ___________________________________________________________________
 SS1208* NAD 83(1986)-  47 34 46.     (N)    111 50 13.     (W)     SCALED    
 SS1208* NAVD 88     -      1183.139  (meters)    3881.68   (feet)  ADJUSTED  
 SS1208  ___________________________________________________________________
 SS1208  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SS1208  DYNAMIC HT  -        1183.030 (meters)    3881.32  (feet)  COMP
 SS1208  MODELED GRAV-     980,478.9   (mgal)                       NAVD 88
 SS1208
 SS1208  VERT ORDER  -  SECOND    CLASS 0
 SS1208
 SS1208.The horizontal coordinates were scaled from a topographic map and have
 SS1208.an estimated accuracy of +/- 6 seconds.
 SS1208
 SS1208.The orthometric height was determined by differential leveling
 SS1208.and adjusted by the National Geodetic Survey in June 1991..
 SS1208
 SS1208.The geoid height was determined by GEOID03.
 SS1208
 SS1208.The dynamic height is computed by dividing the NAVD 88
 SS1208.geopotential number by the normal gravity value computed on the
 SS1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1208.degrees latitude (g = 980.6199 gals.).
 SS1208
 SS1208.The modeled gravity was interpolated from observed gravity values.
 SS1208
 SS1208;                    North         East    Units  Estimated Accuracy
 SS1208;SPC MT       -   372,580.      424,320.      MT  (+/- 180 meters Scaled)
 SS1208
 SS1208                          SUPERSEDED SURVEY CONTROL
 SS1208
 SS1208  NGVD 29 (??/??/92) 1182.174  (m)         3878.52   (f) ADJ UNCH    2 0
 SS1208
 SS1208.Superseded values are not recommended for survey control.
 SS1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1208.See file dsdata.txt to determine how the superseded data were derived.
 SS1208
 SS1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT370698(NAD 83)
 SS1208_MARKER: DR = REFERENCE MARK DISK
 SS1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1208_STAMPING: H 5 W NO. 2 1961
 SS1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1208+STABILITY: SURFACE MOTION
 SS1208
 SS1208  HISTORY     - Date     Condition        Report By
 SS1208  HISTORY     - 1961     MONUMENTED       CGS
 SS1208
 SS1208                          STATION DESCRIPTION
 SS1208
 SS1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1208'8.5 MI E FROM FAIRFIELD.
 SS1208'7.95 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1208'FAIRFIELD, THENCE 0.55 MILE SOUTH ALONG A COUNTY ROAD, AT THE CROSSING
 SS1208'OF AN IRRIGATION DITCH, 72.76 FEET SOUTH OF TRIANGULATION STATION H 5
 SS1208'W, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.9 FOOT EAST OF A
 SS1208'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS1208'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0349 ***********************************************************************
 TN0349  DESIGNATION -  H 50
 TN0349  PID         -  TN0349
 TN0349  STATE/COUNTY-  MT/LINCOLN
 TN0349  USGS QUAD   -  LIBBY (1983)
 TN0349
 TN0349                         *CURRENT SURVEY CONTROL
 TN0349  ___________________________________________________________________
 TN0349* NAD 83(1986)-  48 23 56.     (N)    115 31 06.     (W)     SCALED    
 TN0349* NAVD 88     -       633.343  (meters)    2077.89   (feet)  ADJUSTED  
 TN0349  ___________________________________________________________________
 TN0349  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0349  DYNAMIC HT  -         633.383 (meters)    2078.02  (feet)  COMP
 TN0349  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 TN0349
 TN0349  VERT ORDER  -  FIRST     CLASS II
 TN0349
 TN0349.The horizontal coordinates were scaled from a topographic map and have
 TN0349.an estimated accuracy of +/- 6 seconds.
 TN0349
 TN0349.The orthometric height was determined by differential leveling
 TN0349.and adjusted by the National Geodetic Survey in June 1991..
 TN0349
 TN0349.The geoid height was determined by GEOID03.
 TN0349
 TN0349.The dynamic height is computed by dividing the NAVD 88
 TN0349.geopotential number by the normal gravity value computed on the
 TN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0349.degrees latitude (g = 980.6199 gals.).
 TN0349
 TN0349.The modeled gravity was interpolated from observed gravity values.
 TN0349
 TN0349;                    North         East    Units  Estimated Accuracy
 TN0349;SPC MT       -   478,140.      154,930.      MT  (+/- 180 meters Scaled)
 TN0349
 TN0349                          SUPERSEDED SURVEY CONTROL
 TN0349
 TN0349  NGVD 29 (??/??/92)  632.167  (m)         2074.03   (f) ADJ UNCH    1 2
 TN0349
 TN0349.Superseded values are not recommended for survey control.
 TN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0349.See file dsdata.txt to determine how the superseded data were derived.
 TN0349
 TN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP096616(NAD 83)
 TN0349_MARKER: DB = BENCH MARK DISK
 TN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0349_STAMPING: H 50 1933
 TN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0349+STABILITY: SURFACE MOTION
 TN0349
 TN0349  HISTORY     - Date     Condition        Report By
 TN0349  HISTORY     - 1933     MONUMENTED       CGS
 TN0349  HISTORY     - 1952     GOOD             NGS
 TN0349  HISTORY     - 1963     POOR             USGS
 TN0349
 TN0349                          STATION DESCRIPTION
 TN0349
 TN0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0349'1.7 MI NE FROM LIBBY.
 TN0349'1.7 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0349'AT LIBBY, LINCOLN COUNTY, 18-3/4 RAILS NORTHEAST OF SEMAPHORE 1334.0,
 TN0349'18-1/2 RAILS SOUTHWEST OF THE RAILROAD SIGN P-50 P-35.  44.4 FEET
 TN0349'NORTHWEST OF THE NORTHWEST RAIL, 2.7 FEET SOUTHEAST OF A FENCE, 1.2
 TN0349'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER
 TN0349'THAN THE TRACK.  A STANDARD DISK, STAMPED H 50 1933 AND SET IN THE TOP
 TN0349'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.  NOTE-- BM HIT BY
 TN0349'BULLDOZER.
 TN0349
 TN0349                          STATION RECOVERY (1963)
 TN0349
 TN0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TN0349'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0751 ***********************************************************************
 TM0751  DESIGNATION -  H 500
 TM0751  PID         -  TM0751
 TM0751  STATE/COUNTY-  MT/FLATHEAD
 TM0751  USGS QUAD   -  STANTON LAKE (1994)
 TM0751
 TM0751                         *CURRENT SURVEY CONTROL
 TM0751  ___________________________________________________________________
 TM0751* NAD 83(1986)-  48 24 35.     (N)    113 43 21.     (W)     SCALED    
 TM0751* NAVD 88     -      1077.616  (meters)    3535.48   (feet)  ADJUSTED  
 TM0751  ___________________________________________________________________
 TM0751  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 TM0751  DYNAMIC HT  -        1077.564 (meters)    3535.31  (feet)  COMP
 TM0751  MODELED GRAV-     980,526.5   (mgal)                       NAVD 88
 TM0751
 TM0751  VERT ORDER  -  FIRST     CLASS II
 TM0751
 TM0751.The horizontal coordinates were scaled from a topographic map and have
 TM0751.an estimated accuracy of +/- 6 seconds.
 TM0751
 TM0751.The orthometric height was determined by differential leveling
 TM0751.and adjusted by the National Geodetic Survey in June 1991..
 TM0751
 TM0751.The geoid height was determined by GEOID03.
 TM0751
 TM0751.The dynamic height is computed by dividing the NAVD 88
 TM0751.geopotential number by the normal gravity value computed on the
 TM0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0751.degrees latitude (g = 980.6199 gals.).
 TM0751
 TM0751.The modeled gravity was interpolated from observed gravity values.
 TM0751
 TM0751;                    North         East    Units  Estimated Accuracy
 TM0751;SPC MT       -   470,660.      287,650.      MT  (+/- 180 meters Scaled)
 TM0751
 TM0751                          SUPERSEDED SURVEY CONTROL
 TM0751
 TM0751.No superseded survey control is available for this station.
 TM0751
 TM0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU985654(NAD 83)
 TM0751_MARKER: DB = BENCH MARK DISK
 TM0751_SETTING: 66 = SET IN ROCK OUTCROP
 TM0751_SP_SET: ROCK OUTCROP
 TM0751_STAMPING: H 500 1979
 TM0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0751+STABILITY: POSITION/ELEVATION WELL
 TM0751
 TM0751  HISTORY     - Date     Condition        Report By
 TM0751  HISTORY     - 1979     MONUMENTED       NGS
 TM0751
 TM0751                          STATION DESCRIPTION
 TM0751
 TM0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0751'15.5 MI SE FROM WEST GLACIER.
 TM0751'15.55 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0751'GLACIER NATIONAL PARK AT WEST GLACIER, AT THE JUNCTION OF A GRAVEL
 TM0751'ACCESS ROAD LEADING NORTHEAST TO RAILROAD TRACKS, IN THE APPROXIMATE
 TM0751'CENTER OF A LARGE BEDROCK CUT, SET IN BEDROCK AT THE FOOT OF THE CUT,
 TM0751'151 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 2, 151 FEET
 TM0751'NORTHWEST OF RAILROAD SEMAPHORE NO. 11802, 10 FEET NORTHWEST OF THE
 TM0751'EXTENDED CENTERLINE OF THE GRAVEL ROAD, 7 FEET NORTHEAST OF THE
 TM0751'NORTHEAST RAIL OF THE NORTHEAST SET OF TWO TRACKS AND 1 FOOT BELOW
 TM0751'THE WITNESS POST.
 TM0751'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 TM0751'THE MARK IS 1 FT ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0476 ***********************************************************************
 TN0476  DESIGNATION -  H 501
 TN0476  PID         -  TN0476
 TN0476  STATE/COUNTY-  MT/FLATHEAD
 TN0476  USGS QUAD   -  BEAVER LAKE (1994)
 TN0476
 TN0476                         *CURRENT SURVEY CONTROL
 TN0476  ___________________________________________________________________
 TN0476* NAD 83(1986)-  48 24 05.     (N)    114 23 15.     (W)     SCALED    
 TN0476* NAVD 88     -       979.088  (meters)    3212.22   (feet)  ADJUSTED  
 TN0476  ___________________________________________________________________
 TN0476  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TN0476  DYNAMIC HT  -         979.093 (meters)    3212.24  (feet)  COMP
 TN0476  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 TN0476
 TN0476  VERT ORDER  -  FIRST     CLASS II
 TN0476
 TN0476.The horizontal coordinates were scaled from a topographic map and have
 TN0476.an estimated accuracy of +/- 6 seconds.
 TN0476
 TN0476.The orthometric height was determined by differential leveling
 TN0476.and adjusted by the National Geodetic Survey in June 1991..
 TN0476
 TN0476.The geoid height was determined by GEOID03.
 TN0476
 TN0476.The dynamic height is computed by dividing the NAVD 88
 TN0476.geopotential number by the normal gravity value computed on the
 TN0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0476.degrees latitude (g = 980.6199 gals.).
 TN0476
 TN0476.The modeled gravity was interpolated from observed gravity values.
 TN0476
 TN0476;                    North         East    Units  Estimated Accuracy
 TN0476;SPC MT       -   472,590.      238,450.      MT  (+/- 180 meters Scaled)
 TN0476
 TN0476                          SUPERSEDED SURVEY CONTROL
 TN0476
 TN0476.No superseded survey control is available for this station.
 TN0476
 TN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP933642(NAD 83)
 TN0476_MARKER: DB = BENCH MARK DISK
 TN0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0476_SP_SET: STAINLESS STEEL ROD
 TN0476_STAMPING: H 501
 TN0476_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0476_ROD/PIPE-DEPTH: 6.10 meters
 TN0476
 TN0476  HISTORY     - Date     Condition        Report By
 TN0476  HISTORY     - 1979     MONUMENTED       NGS
 TN0476
 TN0476                          STATION DESCRIPTION
 TN0476
 TN0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0476'2.6 MI NW FROM WHITEFISH.
 TN0476'2.6 MILES NORTHWESTERLY ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 TN0476'SPOKANE AVENUE IN WHITEFISH, 30 FT SOUTHWEST OF THE CENTERLINE OF
 TN0476'HIGHWAY 93 , 3 FEET NORTHWEST OF A POWERLINE POLE, 2 FEET NORTHEAST
 TN0476'OF A BARBED WIRE FENCELINE, MARK IS ACCESSED THROUGH A 4 INCH
 TN0476'PLASTIC SCREW PLUG.
 TN0476'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 TN0476'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0505 ***********************************************************************
 TN0505  DESIGNATION -  H 502
 TN0505  PID         -  TN0505
 TN0505  STATE/COUNTY-  MT/FLATHEAD
 TN0505  USGS QUAD   -  BULL LAKE (1983)
 TN0505
 TN0505                         *CURRENT SURVEY CONTROL
 TN0505  ___________________________________________________________________
 TN0505* NAD 83(1986)-  48 38 30.     (N)    114 42 35.     (W)     SCALED    
 TN0505* NAVD 88     -       990.965  (meters)    3251.19   (feet)  ADJUSTED  
 TN0505  ___________________________________________________________________
 TN0505  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 TN0505  DYNAMIC HT  -         990.975 (meters)    3251.22  (feet)  COMP
 TN0505  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 TN0505
 TN0505  VERT ORDER  -  FIRST     CLASS II
 TN0505
 TN0505.The horizontal coordinates were scaled from a topographic map and have
 TN0505.an estimated accuracy of +/- 6 seconds.
 TN0505
 TN0505.The orthometric height was determined by differential leveling
 TN0505.and adjusted by the National Geodetic Survey in June 1991..
 TN0505
 TN0505.The geoid height was determined by GEOID03.
 TN0505
 TN0505.The dynamic height is computed by dividing the NAVD 88
 TN0505.geopotential number by the normal gravity value computed on the
 TN0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0505.degrees latitude (g = 980.6199 gals.).
 TN0505
 TN0505.The modeled gravity was interpolated from observed gravity values.
 TN0505
 TN0505;                    North         East    Units  Estimated Accuracy
 TN0505;SPC MT       -   500,780.      216,430.      MT  (+/- 180 meters Scaled)
 TN0505
 TN0505                          SUPERSEDED SURVEY CONTROL
 TN0505
 TN0505.No superseded survey control is available for this station.
 TN0505
 TN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP687901(NAD 83)
 TN0505_MARKER: DB = BENCH MARK DISK
 TN0505_SETTING: 66 = SET IN ROCK OUTCROP
 TN0505_SP_SET: ROCK OUTCROP
 TN0505_STAMPING: H 502 1979
 TN0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0505+STABILITY: POSITION/ELEVATION WELL
 TN0505
 TN0505  HISTORY     - Date     Condition        Report By
 TN0505  HISTORY     - 1979     MONUMENTED       NGS
 TN0505
 TN0505                          STATION DESCRIPTION
 TN0505
 TN0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0505'24.2 MI SE FROM EUREKA.
 TN0505'24.25 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0505'EUREKA, SET IN A ROCK LEDGE AT THE BASE OF A 50-FOOT HIGH ROCK CLIFF,
 TN0505'83 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 93, 80 FEET NORTHWEST
 TN0505'OF POWER LINE POLE 092640, 11 FEET NORTH OF A 30-INCH DIAMETER LARCH
 TN0505'TREE WITH A TRIANGULAR BLAZE AND 1 FOOT BELOW THE BASE OF THE
 TN0505'WITNESS POST.
 TN0505'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 TN0505'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0543 ***********************************************************************
 TN0543  DESIGNATION -  H 503
 TN0543  PID         -  TN0543
 TN0543  STATE/COUNTY-  MT/LINCOLN
 TN0543  USGS QUAD   -  EUREKA NORTH (1983)
 TN0543
 TN0543                         *CURRENT SURVEY CONTROL
 TN0543  ___________________________________________________________________
 TN0543* NAD 83(1986)-  48 57 47.     (N)    115 03 30.     (W)     SCALED    
 TN0543* NAVD 88     -       829.190  (meters)    2720.43   (feet)  ADJUSTED  
 TN0543  ___________________________________________________________________
 TN0543  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 TN0543  DYNAMIC HT  -         829.241 (meters)    2720.60  (feet)  COMP
 TN0543  MODELED GRAV-     980,644.5   (mgal)                       NAVD 88
 TN0543
 TN0543  VERT ORDER  -  FIRST     CLASS II
 TN0543
 TN0543.The horizontal coordinates were scaled from a topographic map and have
 TN0543.an estimated accuracy of +/- 6 seconds.
 TN0543
 TN0543.The orthometric height was determined by differential leveling
 TN0543.and adjusted by the National Geodetic Survey in June 1991..
 TN0543
 TN0543.The geoid height was determined by GEOID03.
 TN0543
 TN0543.The dynamic height is computed by dividing the NAVD 88
 TN0543.geopotential number by the normal gravity value computed on the
 TN0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0543.degrees latitude (g = 980.6199 gals.).
 TN0543
 TN0543.The modeled gravity was interpolated from observed gravity values.
 TN0543
 TN0543;                    North         East    Units  Estimated Accuracy
 TN0543;SPC MT       -   538,190.      193,340.      MT  (+/- 180 meters Scaled)
 TN0543
 TN0543                          SUPERSEDED SURVEY CONTROL
 TN0543
 TN0543.No superseded survey control is available for this station.
 TN0543
 TN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ421251(NAD 83)
 TN0543_MARKER: DB = BENCH MARK DISK
 TN0543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0543_SP_SET: STAINLESS STEEL ROD
 TN0543_STAMPING: H 503 1979
 TN0543_PROJECTION: PROJECTING 3 CENTIMETERS
 TN0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0543_ROD/PIPE-DEPTH: 3.96 meters
 TN0543
 TN0543  HISTORY     - Date     Condition        Report By
 TN0543  HISTORY     - 1979     MONUMENTED       NGS
 TN0543
 TN0543                          STATION DESCRIPTION
 TN0543
 TN0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0543'5.8 MI NORTH FROM EUREKA.
 TN0543'5.8 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0543'0.05 MILE SOUTH OF HIGHWAY MILE POST 185, IN LINE WITH A ROW OF
 TN0543'POWER LINE POLES, 121 FEET NORTH OF THE CENTERLINE OF A DIRT FIELD
 TN0543'ROAD, 77 FEET NORTH OF A POWER LINE POLE WITH 3 TRANSFORMERS, 54 FEET
 TN0543'EAST OF THE CENTERLINE OF THE HIGHWAY AND 1.5 FEET WEST OF A FENCE
 TN0543'LINE.  THE ROD WAS DRIVEN TO REFUSAL.
 TN0543'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TN0543'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0635 ***********************************************************************
 TN0635  DESIGNATION -  H 504
 TN0635  PID         -  TN0635
 TN0635  STATE/COUNTY-  MT/LINCOLN
 TN0635  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0635
 TN0635                         *CURRENT SURVEY CONTROL
 TN0635  ___________________________________________________________________
 TN0635* NAD 83(1986)-  48 45 54.     (N)    115 17 33.     (W)     SCALED    
 TN0635* NAVD 88     -       785.241  (meters)    2576.24   (feet)  ADJUSTED  
 TN0635  ___________________________________________________________________
 TN0635  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 TN0635  DYNAMIC HT  -         785.294 (meters)    2576.42  (feet)  COMP
 TN0635  MODELED GRAV-     980,653.0   (mgal)                       NAVD 88
 TN0635
 TN0635  VERT ORDER  -  FIRST     CLASS II
 TN0635
 TN0635.The horizontal coordinates were scaled from a topographic map and have
 TN0635.an estimated accuracy of +/- 6 seconds.
 TN0635
 TN0635.The orthometric height was determined by differential leveling
 TN0635.and adjusted by the National Geodetic Survey in June 1991..
 TN0635
 TN0635.The geoid height was determined by GEOID03.
 TN0635
 TN0635.The dynamic height is computed by dividing the NAVD 88
 TN0635.geopotential number by the normal gravity value computed on the
 TN0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0635.degrees latitude (g = 980.6199 gals.).
 TN0635
 TN0635.The modeled gravity was interpolated from observed gravity values.
 TN0635
 TN0635;                    North         East    Units  Estimated Accuracy
 TN0635;SPC MT       -   517,470.      174,610.      MT  (+/- 180 meters Scaled)
 TN0635
 TN0635                          SUPERSEDED SURVEY CONTROL
 TN0635
 TN0635.No superseded survey control is available for this station.
 TN0635
 TN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ254027(NAD 83)
 TN0635_MARKER: DB = BENCH MARK DISK
 TN0635_SETTING: 66 = SET IN ROCK OUTCROP
 TN0635_SP_SET: ROCK OUTCROP
 TN0635_STAMPING: H 504 1979
 TN0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0635+STABILITY: POSITION/ELEVATION WELL
 TN0635
 TN0635  HISTORY     - Date     Condition        Report By
 TN0635  HISTORY     - 1979     MONUMENTED       NGS
 TN0635
 TN0635                          STATION DESCRIPTION
 TN0635
 TN0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0635'20.0 MI SW FROM EUREKA.
 TN0635'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0635'THENCE 18.05 MILES SOUTHWEST ALONG STATE HIGHWAY 37, SET VERTICALLY
 TN0635'IN THE WEST FACE OF A MASSIVE ROCK CLIFF, 0.15 MILE NORTH OF SUTTON
 TN0635'ROAD NUMBER 619, 73 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 92
 TN0635'FEET SOUTH OF HIGHWAY MILE POST 49, 24 FEET EAST OF THE CENTER OF A
 TN0635'METAL PIPE CULVERT UNDER THE HIGHWAY, 18 FEET NORTH OF A LONE 30-INCH
 TN0635'PINE TREE AND 5 FEET BELOW THE BASE OF THE TREE.
 TN0635'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0659 ***********************************************************************
 TN0659  DESIGNATION -  H 505
 TN0659  PID         -  TN0659
 TN0659  STATE/COUNTY-  MT/LINCOLN
 TN0659  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0659
 TN0659                         *CURRENT SURVEY CONTROL
 TN0659  ___________________________________________________________________
 TN0659* NAD 83(1986)-  48 32 57.     (N)    115 12 40.     (W)     SCALED    
 TN0659* NAVD 88     -       829.260  (meters)    2720.66   (feet)  ADJUSTED  
 TN0659  ___________________________________________________________________
 TN0659  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TN0659  DYNAMIC HT  -         829.331 (meters)    2720.90  (feet)  COMP
 TN0659  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 TN0659
 TN0659  VERT ORDER  -  FIRST     CLASS II
 TN0659
 TN0659.The horizontal coordinates were scaled from a topographic map and have
 TN0659.an estimated accuracy of +/- 6 seconds.
 TN0659
 TN0659.The orthometric height was determined by differential leveling
 TN0659.and adjusted by the National Geodetic Survey in June 1991..
 TN0659
 TN0659.The geoid height was determined by GEOID03.
 TN0659
 TN0659.The dynamic height is computed by dividing the NAVD 88
 TN0659.geopotential number by the normal gravity value computed on the
 TN0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0659.degrees latitude (g = 980.6199 gals.).
 TN0659
 TN0659.The modeled gravity was interpolated from observed gravity values.
 TN0659
 TN0659;                    North         East    Units  Estimated Accuracy
 TN0659;SPC MT       -   493,100.      178,830.      MT  (+/- 180 meters Scaled)
 TN0659
 TN0659                          SUPERSEDED SURVEY CONTROL
 TN0659
 TN0659.No superseded survey control is available for this station.
 TN0659
 TN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP320788(NAD 83)
 TN0659_MARKER: DB = BENCH MARK DISK
 TN0659_SETTING: 66 = SET IN ROCK OUTCROP
 TN0659_SP_SET: ROCK OUTCROP
 TN0659_STAMPING: H 505 1980
 TN0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0659+STABILITY: POSITION/ELEVATION WELL
 TN0659
 TN0659  HISTORY     - Date     Condition        Report By
 TN0659  HISTORY     - 1980     MONUMENTED       NGS
 TN0659
 TN0659                          STATION DESCRIPTION
 TN0659
 TN0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0659'49.4 KM NE FROM LIBBY.
 TN0659'49.4 KILOMETERS (30.5) MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0659'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, 0.8 KILOMETERS (0.5 MILE)
 TN0659'NORTH OF HIGHWAY MILEPOST 30 , AT THE NORTH END OF AN S CURVE, SET
 TN0659'IN TOP OF A LONG LEDGE AT THE NORTH END OF A MASSIVE BEDROCK HIGHWAY
 TN0659'CUT, 17.4 MTERES (57.0 FEET) SOUTHWEST OF THE NORTHEAST END OF THE
 TN0659'LEDGE, 14.3 METERS (47.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 TN0659'HIGHWAY, 0.9 METER (3.0 FEET) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 TN0659'LEDGE.
 TN0659'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TN0659'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0687 ***********************************************************************
 TN0687  DESIGNATION -  H 506
 TN0687  PID         -  TN0687
 TN0687  STATE/COUNTY-  MT/LINCOLN
 TN0687  USGS QUAD   -  VERMICULITE MOUNTAIN (1983)
 TN0687
 TN0687                         *CURRENT SURVEY CONTROL
 TN0687  ___________________________________________________________________
 TN0687* NAD 83(1986)-  48 23 14.     (N)    115 26 54.     (W)     SCALED    
 TN0687* NAVD 88     -       636.206  (meters)    2087.29   (feet)  ADJUSTED  
 TN0687  ___________________________________________________________________
 TN0687  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 TN0687  DYNAMIC HT  -         636.226 (meters)    2087.35  (feet)  COMP
 TN0687  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 TN0687
 TN0687  VERT ORDER  -  FIRST     CLASS II
 TN0687
 TN0687.The horizontal coordinates were scaled from a topographic map and have
 TN0687.an estimated accuracy of +/- 6 seconds.
 TN0687
 TN0687.The orthometric height was determined by differential leveling
 TN0687.and adjusted by the National Geodetic Survey in June 1991..
 TN0687
 TN0687.The geoid height was determined by GEOID03.
 TN0687
 TN0687.The dynamic height is computed by dividing the NAVD 88
 TN0687.geopotential number by the normal gravity value computed on the
 TN0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0687.degrees latitude (g = 980.6199 gals.).
 TN0687
 TN0687.The modeled gravity was interpolated from observed gravity values.
 TN0687
 TN0687;                    North         East    Units  Estimated Accuracy
 TN0687;SPC MT       -   476,450.      160,000.      MT  (+/- 180 meters Scaled)
 TN0687
 TN0687                          SUPERSEDED SURVEY CONTROL
 TN0687
 TN0687.No superseded survey control is available for this station.
 TN0687
 TN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP148605(NAD 83)
 TN0687_MARKER: DB = BENCH MARK DISK
 TN0687_SETTING: 66 = SET IN ROCK OUTCROP
 TN0687_SP_SET: ROCK OUTCROP
 TN0687_STAMPING: H 506 1980
 TN0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0687+STABILITY: POSITION/ELEVATION WELL
 TN0687
 TN0687  HISTORY     - Date     Condition        Report By
 TN0687  HISTORY     - 1980     MONUMENTED       NGS
 TN0687
 TN0687                          STATION DESCRIPTION
 TN0687
 TN0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0687'11.9 KM NE FROM LIBBY.
 TN0687'11.9 KILOMETERS (7.4 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0687'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, AT THE US ARMY CORPS OF
 TN0687'ENGINEERS GAGING STAFF AT RIVER MILE 208.9, SET IN TOP OF A SMALL
 TN0687'RIDGE OF EXPOSED BEDROCK, 20.1 METERS (66.0 FEET) SOUTHWEST OF THE
 TN0687'CENTERLINE OF THE HIGHWAY, 7.3 METERS (24.0 FEET) NORTHEAST OF
 TN0687'A SIMPLE WOOD AND STEEL STAFF GAGE, 7.0 METERS (23.0 FEET)
 TN0687'SOUTHWEST OF THE SOUTHWEST POST FOR A SIGN INDICATING THE RIVER
 TN0687'MILE NUMBER.
 TN0687'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 TN0687'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0736 ***********************************************************************
 SU0736  DESIGNATION -  H 507
 SU0736  PID         -  SU0736
 SU0736  STATE/COUNTY-  MT/LAKE
 SU0736  USGS QUAD   -  DIXON (1964)
 SU0736
 SU0736                         *CURRENT SURVEY CONTROL
 SU0736  ___________________________________________________________________
 SU0736* NAD 83(1986)-  47 22 21.     (N)    114 15 48.     (W)     SCALED    
 SU0736* NAVD 88     -       785.410  (meters)    2576.80   (feet)  ADJUSTED  
 SU0736  ___________________________________________________________________
 SU0736  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SU0736  DYNAMIC HT  -         785.372 (meters)    2576.67  (feet)  COMP
 SU0736  MODELED GRAV-     980,538.0   (mgal)                       NAVD 88
 SU0736
 SU0736  VERT ORDER  -  FIRST     CLASS II
 SU0736
 SU0736.The horizontal coordinates were scaled from a topographic map and have
 SU0736.an estimated accuracy of +/- 6 seconds.
 SU0736
 SU0736.The orthometric height was determined by differential leveling
 SU0736.and adjusted by the National Geodetic Survey in June 1991..
 SU0736
 SU0736.The geoid height was determined by GEOID03.
 SU0736
 SU0736.The dynamic height is computed by dividing the NAVD 88
 SU0736.geopotential number by the normal gravity value computed on the
 SU0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0736.degrees latitude (g = 980.6199 gals.).
 SU0736
 SU0736.The modeled gravity was interpolated from observed gravity values.
 SU0736
 SU0736;                    North         East    Units  Estimated Accuracy
 SU0736;SPC MT       -   357,890.      240,680.      MT  (+/- 180 meters Scaled)
 SU0736
 SU0736                          SUPERSEDED SURVEY CONTROL
 SU0736
 SU0736.No superseded survey control is available for this station.
 SU0736
 SU0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN066501(NAD 83)
 SU0736_MARKER: I = METAL ROD
 SU0736_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0736_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0736_STAMPING: H 507 1979
 SU0736_PROJECTION: FLUSH
 SU0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0736+STABILITY: POSITION/ELEVATION WELL
 SU0736_ROD/PIPE-DEPTH: 10.4 meters
 SU0736_SLEEVE-DEPTH  : 7.01 meters
 SU0736
 SU0736  HISTORY     - Date     Condition        Report By
 SU0736  HISTORY     - 1979     MONUMENTED       NGS
 SU0736
 SU0736                          STATION DESCRIPTION
 SU0736
 SU0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0736'7.9 MI SW FROM CHARLO.
 SU0736'7.9 MILES SOUTH ALONG STATE HIGHWAY 212 FROM THE POST OFFICE IN
 SU0736'CHARLO, SET AT THE ENTRANCE TO THE NATIONAL BISON RANGE.  63 FEET
 SU0736'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 38 FEET NORTHEAST OF
 SU0736'THE ENTRANCE ROAD, 23 FEET SOUTHEAST OF THE SOUTHERN LEG OF THE
 SU0736'PARK SIGN, AND 7 FEET NORTHWEST OF THE FENCE LINE.
 SU0736'THE MARK IS 1 FT  W FROM A WITNESS POST.
 SU0736'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9618 ***********************************************************************
 AI9618  DESIGNATION -  H 507 RESET
 AI9618  PID         -  AI9618
 AI9618  STATE/COUNTY-  MT/MISSOULA
 AI9618  USGS QUAD   -  DIXON (1964)
 AI9618
 AI9618                         *CURRENT SURVEY CONTROL
 AI9618  ___________________________________________________________________
 AI9618* NAD 83(1986)-  47 22 21.     (N)    114 15 48.     (W)     SCALED    
 AI9618* NAVD 88     -       780.87   (meters)    2561.9    (feet)  RESET     
 AI9618  ___________________________________________________________________
 AI9618  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 AI9618
 AI9618  VERT ORDER  -  THIRD
 AI9618
 AI9618.The horizontal coordinates were scaled from a topographic map and have
 AI9618.an estimated accuracy of +/- 6 seconds.
 AI9618
 AI9618.The orthometric height was computed from unverified reset data.
 AI9618.No vertical observational check was made to the station.
 AI9618
 AI9618.The geoid height was determined by GEOID03.
 AI9618
 AI9618;                    North         East    Units  Estimated Accuracy
 AI9618;SPC MT       -   357,890.      240,680.      MT  (+/- 180 meters Scaled)
 AI9618
 AI9618                          SUPERSEDED SURVEY CONTROL
 AI9618
 AI9618.No superseded survey control is available for this station.
 AI9618
 AI9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN066501(NAD 83)
 AI9618_MARKER: DV = VERTICAL CONTROL DISK
 AI9618_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9618_SP_SET: BRIDGE ABUTMENT
 AI9618_STAMPING: H 507 RESET 2000
 AI9618_MARK LOGO: NGS   
 AI9618_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9618
 AI9618  HISTORY     - Date     Condition        Report By
 AI9618  HISTORY     - 2000     MONUMENTED       MTDOT
 AI9618
 AI9618                          STATION DESCRIPTION
 AI9618
 AI9618'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2000 (LSC)
 AI9618'7.9 MILES (12.7 KM) SOUTH ALONG STATE HIGHWAY 212 FROM THE POST OFFICE
 AI9618'IN CHARLO, TO THE ENTRANCE OF THE NATIONAL BISON RANGE.  656 FEET
 AI9618'(199.9 M) NORTH, ALONG THE HIGHWAY TO THE SOUTH END OF THE BRIDGE OVER
 AI9618'MISSION CREEK.  THE MARK IS 32.8 FEET (10.0 M) WEST OF THE CENTERLINE
 AI9618'OF THE HIGHWAY, ALONG THE SOUTH BANK OF SAID CREEK, ON THE TOP (SE
 AI9618'CORNER) OF THE OLD BRIDGE ABUTMENT.  SET A WITNESS POST 49 FEET (14.9
 AI9618'M) WEST OF THE MARK.  THE MARK IS LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0767 ***********************************************************************
 RX0767  DESIGNATION -  H 508
 RX0767  PID         -  RX0767
 RX0767  STATE/COUNTY-  MT/POWELL
 RX0767  USGS QUAD   -  WARM SPRINGS (1989)
 RX0767
 RX0767                         *CURRENT SURVEY CONTROL
 RX0767  ___________________________________________________________________
 RX0767* NAD 83(1986)-  46 08 02.     (N)    112 47 53.     (W)     SCALED    
 RX0767* NAVD 88     -      1490.351  (meters)    4889.59   (feet)  ADJUSTED  
 RX0767  ___________________________________________________________________
 RX0767  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0767  DYNAMIC HT  -        1489.833 (meters)    4887.89  (feet)  COMP
 RX0767  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 RX0767  OBS GRAVITY -     980,215.8   (mgal)                       GRAV_OBS
 RX0767
 RX0767  VERT ORDER  -  FIRST     CLASS II
 RX0767
 RX0767.The horizontal coordinates were scaled from a topographic map and have
 RX0767.an estimated accuracy of +/- 6 seconds.
 RX0767
 RX0767.The orthometric height was determined by differential leveling
 RX0767.and adjusted by the National Geodetic Survey in June 1991..
 RX0767
 RX0767.The geoid height was determined by GEOID03.
 RX0767
 RX0767.The dynamic height is computed by dividing the NAVD 88
 RX0767.geopotential number by the normal gravity value computed on the
 RX0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0767.degrees latitude (g = 980.6199 gals.).
 RX0767
 RX0767.The modeled gravity was interpolated from observed gravity values.
 RX0767.The observed gravity was obtained from relative gravimeter ties
 RX0767.to the IGSN71 gravity network.
 RX0767
 RX0767;                    North         East    Units  Estimated Accuracy
 RX0767;SPC MT       -   214,720.      345,340.      MT  (+/- 180 meters Scaled)
 RX0767
 RX0767                          SUPERSEDED SURVEY CONTROL
 RX0767
 RX0767.No superseded survey control is available for this station.
 RX0767
 RX0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS611104(NAD 83)
 RX0767_MARKER: I = METAL ROD
 RX0767_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RX0767_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RX0767_STAMPING: H 508 1979
 RX0767_PROJECTION: PROJECTING 8 CENTIMETERS
 RX0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0767+STABILITY: POSITION/ELEVATION WELL
 RX0767_ROD/PIPE-DEPTH: 10.7 meters
 RX0767_SLEEVE-DEPTH  : 7.01 meters
 RX0767
 RX0767  HISTORY     - Date     Condition        Report By
 RX0767  HISTORY     - 1979     MONUMENTED       NGS
 RX0767
 RX0767                          STATION DESCRIPTION
 RX0767
 RX0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0767'3.4 MI SOUTH FROM WARM SPRINGS.
 RX0767'3.4 MILES SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE POST
 RX0767'OFFICE AT WARM SPRINGS, SET AT A FENCE LINE BETWEEN THE OLD HIGHWAY
 RX0767'AND THE RAILROAD, AT INTERSTATE MILE POST 205, 0.2 MILE SOUTH OF A
 RX0767'HIGHWAY BRIDGE OVER A SMALL CREEK AND RAILROAD MILE POST 22,
 RX0767'42 FEET EAST OF THE EAST RAIL, 41 FEET WEST OF THE CENTERLINE OF THE
 RX0767'OLD HIGHWAY, 4 FEET EAST OF A FENCE, 4 FEET EAST OF AN IRON PIPE
 RX0767'PROJECTING 2 FEET.
 RX0767'THE MARK IS 1 FT  W FROM A WITNESS POST.
 RX0767'THE MARK IS 3 FT BELOW CENTERLINE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0783 ***********************************************************************
 SU0783  DESIGNATION -  H 509
 SU0783  PID         -  SU0783
 SU0783  STATE/COUNTY-  MT/MINERAL
 SU0783  USGS QUAD   -  ALBERTON (1984)
 SU0783
 SU0783                         *CURRENT SURVEY CONTROL
 SU0783  ___________________________________________________________________
 SU0783* NAD 83(1986)-  47 00 24.     (N)    114 29 29.     (W)     SCALED    
 SU0783* NAVD 88     -       924.528  (meters)    3033.22   (feet)  ADJUSTED  
 SU0783  ___________________________________________________________________
 SU0783  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 SU0783  DYNAMIC HT  -         924.407 (meters)    3032.83  (feet)  COMP
 SU0783  MODELED GRAV-     980,452.8   (mgal)                       NAVD 88
 SU0783
 SU0783  VERT ORDER  -  FIRST     CLASS II
 SU0783
 SU0783.The horizontal coordinates were scaled from a topographic map and have
 SU0783.an estimated accuracy of +/- 6 seconds.
 SU0783
 SU0783.The orthometric height was determined by differential leveling
 SU0783.and adjusted by the National Geodetic Survey in June 1991..
 SU0783
 SU0783.The geoid height was determined by GEOID03.
 SU0783
 SU0783.The dynamic height is computed by dividing the NAVD 88
 SU0783.geopotential number by the normal gravity value computed on the
 SU0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0783.degrees latitude (g = 980.6199 gals.).
 SU0783
 SU0783.The modeled gravity was interpolated from observed gravity values.
 SU0783
 SU0783;                    North         East    Units  Estimated Accuracy
 SU0783;SPC MT       -   318,400.      220,910.      MT  (+/- 180 meters Scaled)
 SU0783
 SU0783                          SUPERSEDED SURVEY CONTROL
 SU0783
 SU0783.No superseded survey control is available for this station.
 SU0783
 SU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN906089(NAD 83)
 SU0783_MARKER: DB = BENCH MARK DISK
 SU0783_SETTING: 66 = SET IN ROCK OUTCROP
 SU0783_SP_SET: ROCK OUTCROP
 SU0783_STAMPING: H 509 1980
 SU0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0783+STABILITY: POSITION/ELEVATION WELL
 SU0783
 SU0783  HISTORY     - Date     Condition        Report By
 SU0783  HISTORY     - 1980     MONUMENTED       NGS
 SU0783
 SU0783                          STATION DESCRIPTION
 SU0783
 SU0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0783'0.2 KM EAST FROM ALBERTON.
 SU0783'0.2 KILOMETER (0.1 MILE) EAST ALONG RAILROAD STREET FROM THE OVERPASS
 SU0783'ON INTERSTATE HIGHWAY 90 IN ALBERTON, ON THE OUTSIDE OF A ROAD CURVE,
 SU0783'SET IN TOP OF A SMALL SHELF IN A BEDROCK ROAD CUT, 101.2 METERS (332
 SU0783'FEET) WEST-NORTHWEST OF THE EAST END OF THE CUT, 84.4 METERS (277
 SU0783'FEET) EAST-NORTHEAST OF THE NORTHEAST END OF OF THE NORHTEAST
 SU0783'WINGWALL FOR THE NORTHWEST ABUTMENT OF A CHICAGO, MILWAUKE, ST. PAUL
 SU0783'AND PACIFIC RAILWAY BRIDGE OVER THE ROAD, 42.8 METERS (138.0 FEET)
 SU0783'NORTH AND ACROSS THE ROAD FROM A RAILRAOD SIGNAL, 11.9 METERS (39.0
 SU0783'FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 SU0783'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 SU0783'THE MARK IS 2.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0247 ***********************************************************************
 TN0247  DESIGNATION -  H 51
 TN0247  PID         -  TN0247
 TN0247  STATE/COUNTY-  MT/LINCOLN
 TN0247  USGS QUAD   -  REXFORD (1983)
 TN0247
 TN0247                         *CURRENT SURVEY CONTROL
 TN0247  ___________________________________________________________________
 TN0247* NAD 83(1986)-  48 54 00.     (N)    115 11 12.     (W)     SCALED    
 TN0247* NAVD 88     -       701.137  (meters)    2300.31   (feet)  ADJUSTED  
 TN0247  ___________________________________________________________________
 TN0247  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 TN0247  DYNAMIC HT  -         701.199 (meters)    2300.52  (feet)  COMP
 TN0247  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 TN0247
 TN0247  VERT ORDER  -  FIRST     CLASS II
 TN0247
 TN0247.The horizontal coordinates were scaled from a topographic map and have
 TN0247.an estimated accuracy of +/- 6 seconds.
 TN0247
 TN0247.The orthometric height was determined by differential leveling
 TN0247.and adjusted by the National Geodetic Survey in June 1991..
 TN0247
 TN0247.The geoid height was determined by GEOID03.
 TN0247
 TN0247.The dynamic height is computed by dividing the NAVD 88
 TN0247.geopotential number by the normal gravity value computed on the
 TN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0247.degrees latitude (g = 980.6199 gals.).
 TN0247
 TN0247.The modeled gravity was interpolated from observed gravity values.
 TN0247
 TN0247;                    North         East    Units  Estimated Accuracy
 TN0247;SPC MT       -   531,880.      183,460.      MT  (+/- 180 meters Scaled)
 TN0247
 TN0247                          SUPERSEDED SURVEY CONTROL
 TN0247
 TN0247  NGVD 29 (??/??/92)  699.953  (m)         2296.43   (f) ADJ UNCH    1 2
 TN0247
 TN0247.Superseded values are not recommended for survey control.
 TN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0247.See file dsdata.txt to determine how the superseded data were derived.
 TN0247
 TN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ328179(NAD 83)
 TN0247_MARKER: DB = BENCH MARK DISK
 TN0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0247_STAMPING: H 51 1933
 TN0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0247+STABILITY: SURFACE MOTION
 TN0247
 TN0247  HISTORY     - Date     Condition        Report By
 TN0247  HISTORY     - 1933     MONUMENTED       CGS
 TN0247  HISTORY     - 1946     MARK NOT FOUND   NGS
 TN0247
 TN0247                          STATION DESCRIPTION
 TN0247
 TN0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0247'1.9 MI N FROM REXFORD.
 TN0247'1.9 MILES NORTH ALONG THE ABANDONED ROADBED OF THE REXFORD-FERNIE
 TN0247'BRANCH OF THE GREAT NORTHERN RAILWAY FROM THE STATION AT REXFORD,
 TN0247'LINCOLN COUNTY, 360 FEET NORTH OF A YARD LIMIT SIGN, AND 18 FEET EAST
 TN0247'OF THE OLD ROADBED.  A STANDARD DISK, STAMPED H 51 1933 AND SET IN THE
 TN0247'TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED AT THAT TIME THAT A
 TN0247'ROAD HAS BEEN BUILT ALONG THE OLD RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0812 ***********************************************************************
 SU0812  DESIGNATION -  H 510
 SU0812  PID         -  SU0812
 SU0812  STATE/COUNTY-  MT/MINERAL
 SU0812  USGS QUAD   -  IDAHO GULCH (1985)
 SU0812
 SU0812                         *CURRENT SURVEY CONTROL
 SU0812  ___________________________________________________________________
 SU0812* NAD 83(1986)-  47 10 42.     (N)    114 52 03.     (W)     SCALED    
 SU0812* NAVD 88     -       832.029  (meters)    2729.75   (feet)  ADJUSTED  
 SU0812  ___________________________________________________________________
 SU0812  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 SU0812  DYNAMIC HT  -         831.951 (meters)    2729.49  (feet)  COMP
 SU0812  MODELED GRAV-     980,492.8   (mgal)                       NAVD 88
 SU0812
 SU0812  VERT ORDER  -  FIRST     CLASS II
 SU0812
 SU0812.The horizontal coordinates were scaled from a topographic map and have
 SU0812.an estimated accuracy of +/- 6 seconds.
 SU0812
 SU0812.The orthometric height was determined by differential leveling
 SU0812.and adjusted by the National Geodetic Survey in June 1991..
 SU0812
 SU0812.The geoid height was determined by GEOID03.
 SU0812
 SU0812.The dynamic height is computed by dividing the NAVD 88
 SU0812.geopotential number by the normal gravity value computed on the
 SU0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0812.degrees latitude (g = 980.6199 gals.).
 SU0812
 SU0812.The modeled gravity was interpolated from observed gravity values.
 SU0812
 SU0812;                    North         East    Units  Estimated Accuracy
 SU0812;SPC MT       -   339,320.      193,690.      MT  (+/- 180 meters Scaled)
 SU0812
 SU0812                          SUPERSEDED SURVEY CONTROL
 SU0812
 SU0812.No superseded survey control is available for this station.
 SU0812
 SU0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN615271(NAD 83)
 SU0812_MARKER: I = METAL ROD
 SU0812_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0812_SP_SET: STAINLESS STEEL ROD
 SU0812_STAMPING: H 510 1980
 SU0812_PROJECTION: FLUSH
 SU0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0812_ROD/PIPE-DEPTH: 6.0  meters
 SU0812
 SU0812  HISTORY     - Date     Condition        Report By
 SU0812  HISTORY     - 1980     MONUMENTED       NGS
 SU0812
 SU0812                          STATION DESCRIPTION
 SU0812
 SU0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0812'2.4 KM SE FROM SUPERIOR.
 SU0812'2.4 KILOMETERS (1.5 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0812'THE HIGHWAY BRIDGE OVER RIVER STREET IN SUPERIOR, SET ON THE SECOND
 SU0812'OF THREE RIVER TERRACES ABOVE CEDAR CREEK, 29.9 METERS (98.0 FEET)
 SU0812'NORTHEAST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY,
 SU0812'95.5 METERS (313 FEET) NORTHWEST OF THE NORTH CORNER OF THE WEST-
 SU0812'BOUND BRIDGE OVER CEDAR CREEK, 38.1 METERS (125 FEET) EAST OF THE
 SU0812'NORTHEAST LEG OF A HIGHWAY SIGN READING -SUPERIOR EXIT 47 ONE MILE-,
 SU0812'11.5 METERS (37.7 FEET) SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 SU0812'10.6 METERS (34.8 FEET) NORTHWEST OF THE NORTHWEST POST OF A DOUBLE
 SU0812'WOODEN-POST BRACE IN THE RIGHT-OF-WAY FENCE, 0.45 METER (1.5 FEET)
 SU0812'SOUTHWEST OF THE FENCE LINE.
 SU0812'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 SU0812'THE MARK IS ABOVE LEVEL WITH THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0829 ***********************************************************************
 SU0829  DESIGNATION -  H 511
 SU0829  PID         -  SU0829
 SU0829  STATE/COUNTY-  MT/MINERAL
 SU0829  USGS QUAD   -  SAINT REGIS (1988)
 SU0829
 SU0829                         *CURRENT SURVEY CONTROL
 SU0829  ___________________________________________________________________
 SU0829* NAD 83(1986)-  47 18 58.     (N)    115 04 45.     (W)     SCALED    
 SU0829* NAVD 88     -       818.063  (meters)    2683.93   (feet)  ADJUSTED  
 SU0829  ___________________________________________________________________
 SU0829  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 SU0829  DYNAMIC HT  -         818.006 (meters)    2683.74  (feet)  COMP
 SU0829  MODELED GRAV-     980,517.2   (mgal)                       NAVD 88
 SU0829
 SU0829  VERT ORDER  -  FIRST     CLASS II
 SU0829
 SU0829.The horizontal coordinates were scaled from a topographic map and have
 SU0829.an estimated accuracy of +/- 6 seconds.
 SU0829
 SU0829.The orthometric height was determined by differential leveling
 SU0829.and adjusted by the National Geodetic Survey in June 1991..
 SU0829
 SU0829.The geoid height was determined by GEOID03.
 SU0829
 SU0829.The dynamic height is computed by dividing the NAVD 88
 SU0829.geopotential number by the normal gravity value computed on the
 SU0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0829.degrees latitude (g = 980.6199 gals.).
 SU0829
 SU0829.The modeled gravity was interpolated from observed gravity values.
 SU0829
 SU0829;                    North         East    Units  Estimated Accuracy
 SU0829;SPC MT       -   355,710.      178,790.      MT  (+/- 180 meters Scaled)
 SU0829
 SU0829                          SUPERSEDED SURVEY CONTROL
 SU0829
 SU0829.No superseded survey control is available for this station.
 SU0829
 SU0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN451420(NAD 83)
 SU0829_MARKER: I = METAL ROD
 SU0829_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0829_SP_SET: STAINLESS STEEL ROD
 SU0829_STAMPING: H 511 1980
 SU0829_PROJECTION: FLUSH
 SU0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0829_ROD/PIPE-DEPTH: 6.0  meters
 SU0829
 SU0829  HISTORY     - Date     Condition        Report By
 SU0829  HISTORY     - 1980     MONUMENTED       NGS
 SU0829
 SU0829                          STATION DESCRIPTION
 SU0829
 SU0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0829'2.5 KM NE FROM ST REGIS.
 SU0829'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG MULLEN TRAIL ROAD (TEMPORARY
 SU0829'INTERSTATE HIGHWAY 90) FROM THE POST OFFICE IN ST. REGIS, THENCE 2.4
 SU0829'KILOMETERS (1.5 MILES) NORTHEAST ALONG STATE HIGHWAY 135 (CUTOFF
 SU0829'ROAD), 0.6 KILOMETER (0.4 MILE) NORTHEAST OF HIGHWAY MILEPOST 1,
 SU0829'0.2 KILOMETER (0.15 MILE) NORTHEAST OF THE JUNCTION OF MAYO GULTCH
 SU0829'ROAD, 15.0 METERS (49.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 SU0829'HIGHWAY, 48.4 METERS (158 FEET) NORTHEAST OF THE CENTERLINE OF A
 SU0829'PRIVATE DRIVE LEADING TO A FRAME HOUSE, 42.3 METERS (138 FEET)
 SU0829'SOUTHWEST OF THE CENTERLINE OF A PRIVATE DRIVE LEADING TO A FRAME
 SU0829'HOUSE, 1.5 METERS (4.9 FEET) SOUTHEAST OF A POWER LINE JUNCTION POLE
 SU0829'FOR A SPUR LINE ACROSS THE HIGHWAY TO A POLE WITH THREE TRANSFORMER,
 SU0829'1.0 METER (3.3 FEET) NORTHEAST OF THE NORTHEAST POST OF A DOUBLE-
 SU0829'POST BRACE IN THE RIGHT-OF-WAY FENCE, 0.3 METERS (1.0 FOOT) NORTHWEST
 SU0829'OF THE FENCE LINE.
 SU0829'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 SU0829'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0360 ***********************************************************************
 TK0360  DESIGNATION -  H 512
 TK0360  PID         -  TK0360
 TK0360  STATE/COUNTY-  MT/BLAINE
 TK0360  USGS QUAD   -  GRABLE COULEE (1964)
 TK0360
 TK0360                         *CURRENT SURVEY CONTROL
 TK0360  ___________________________________________________________________
 TK0360* NAD 83(1986)-  48 30 24.     (N)    108 39 22.     (W)     SCALED    
 TK0360* NAVD 88     -       709.726  (meters)    2328.49   (feet)  ADJUSTED  
 TK0360  ___________________________________________________________________
 TK0360  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 TK0360  DYNAMIC HT  -         709.818 (meters)    2328.79  (feet)  COMP
 TK0360  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 TK0360
 TK0360  VERT ORDER  -  FIRST     CLASS II
 TK0360
 TK0360.The horizontal coordinates were scaled from a topographic map and have
 TK0360.an estimated accuracy of +/- 6 seconds.
 TK0360
 TK0360.The orthometric height was determined by differential leveling
 TK0360.and adjusted by the National Geodetic Survey in June 1991..
 TK0360
 TK0360.The geoid height was determined by GEOID03.
 TK0360
 TK0360.The dynamic height is computed by dividing the NAVD 88
 TK0360.geopotential number by the normal gravity value computed on the
 TK0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0360.degrees latitude (g = 980.6199 gals.).
 TK0360
 TK0360.The modeled gravity was interpolated from observed gravity values.
 TK0360
 TK0360;                    North         East    Units  Estimated Accuracy
 TK0360;SPC MT       -   473,350.      662,340.      MT  (+/- 180 meters Scaled)
 TK0360
 TK0360                          SUPERSEDED SURVEY CONTROL
 TK0360
 TK0360.No superseded survey control is available for this station.
 TK0360
 TK0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU731752(NAD 83)
 TK0360_MARKER: DB = BENCH MARK DISK
 TK0360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0360_SP_SET: STAINLESS STEEL ROD
 TK0360_STAMPING: H 512 1979
 TK0360_PROJECTION: FLUSH
 TK0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0360_ROD/PIPE-DEPTH: 7.62 meters
 TK0360
 TK0360  HISTORY     - Date     Condition        Report By
 TK0360  HISTORY     - 1979     MONUMENTED       NGS
 TK0360
 TK0360                          STATION DESCRIPTION
 TK0360
 TK0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0360'7.0 MI EAST FROM HARLEM.
 TK0360'7.0 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0360'STATION IN HARLEM, 100 FEET NORTH OF UTILITY POLE NUMBER 4, 63 FEET
 TK0360'NORTH OF THE CENTER OF A DIRT ROAD, 24 FEET SOUTH OF THE SOUTH RAIL
 TK0360'OF THE RAILROAD TRACK, AND 18 FEET SOUTHWEST OF RAILROAD SIGNAL
 TK0360'NUMBER 381.6.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0360'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TK0360'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0499 ***********************************************************************
 TL0499  DESIGNATION -  H 513
 TL0499  PID         -  TL0499
 TL0499  STATE/COUNTY-  MT/HILL
 TL0499  USGS QUAD   -  KREMLIN (1969)
 TL0499
 TL0499                         *CURRENT SURVEY CONTROL
 TL0499  ___________________________________________________________________
 TL0499* NAD 83(1986)-  48 34 10.     (N)    110 05 10.     (W)     SCALED    
 TL0499* NAVD 88     -       871.178  (meters)    2858.19   (feet)  ADJUSTED  
 TL0499  ___________________________________________________________________
 TL0499  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TL0499  DYNAMIC HT  -         871.259 (meters)    2858.46  (feet)  COMP
 TL0499  MODELED GRAV-     980,675.1   (mgal)                       NAVD 88
 TL0499  OBS GRAVITY -     980,672.4   (mgal)                       GRAV_OBS
 TL0499
 TL0499  VERT ORDER  -  FIRST     CLASS II
 TL0499
 TL0499.The horizontal coordinates were scaled from a topographic map and have
 TL0499.an estimated accuracy of +/- 6 seconds.
 TL0499
 TL0499.The orthometric height was determined by differential leveling
 TL0499.and adjusted by the National Geodetic Survey in June 1991..
 TL0499
 TL0499.The geoid height was determined by GEOID03.
 TL0499
 TL0499.The dynamic height is computed by dividing the NAVD 88
 TL0499.geopotential number by the normal gravity value computed on the
 TL0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0499.degrees latitude (g = 980.6199 gals.).
 TL0499
 TL0499.The modeled gravity was interpolated from observed gravity values.
 TL0499.The observed gravity was obtained from relative gravimeter ties
 TL0499.to the IGSN71 gravity network.
 TL0499
 TL0499;                    North         East    Units  Estimated Accuracy
 TL0499;SPC MT       -   480,160.      556,760.      MT  (+/- 180 meters Scaled)
 TL0499
 TL0499                          SUPERSEDED SURVEY CONTROL
 TL0499
 TL0499.No superseded survey control is available for this station.
 TL0499
 TL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU674799(NAD 83)
 TL0499_MARKER: DB = BENCH MARK DISK
 TL0499_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 TL0499_SP_SET: SCHOOL BUILDING
 TL0499_STAMPING: H 513 1979
 TL0499_MARK LOGO: NGS   
 TL0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TL0499+STABILITY: POSITION/ELEVATION WELL
 TL0499
 TL0499  HISTORY     - Date     Condition        Report By
 TL0499  HISTORY     - 1979     MONUMENTED       NGS
 TL0499  HISTORY     - 1982     GOOD             NGS
 TL0499
 TL0499                          STATION DESCRIPTION
 TL0499
 TL0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TL0499'IN KREMLIN.
 TL0499'IN KREMLIN, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 TL0499'ENTRANCE TO THE KREMLIN SCHOOL, 0.91 METER (3 FT) SOUTH OF THE CENTER
 TL0499'OF THE ENTRANCE, AND 0.30 METER (1 FT) WEST OF THE WEST FACE OF THE
 TL0499'BUILDING, THE DISK IS SET DIRECTLY OVER THE FOUNDATION OF THE
 TL0499'BUILDING.
 TL0499'THE MARK IS ABOVE LEVEL WITH THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0298 ***********************************************************************
 TK0298  DESIGNATION -  H 514
 TK0298  PID         -  TK0298
 TK0298  STATE/COUNTY-  MT/HILL
 TK0298  USGS QUAD   -  FRESNO DAM (1970)
 TK0298
 TK0298                         *CURRENT SURVEY CONTROL
 TK0298  ___________________________________________________________________
 TK0298* NAD 83(1986)-  48 33 54.     (N)    109 57 03.     (W)     SCALED    
 TK0298* NAVD 88     -       811.356  (meters)    2661.92   (feet)  ADJUSTED  
 TK0298  ___________________________________________________________________
 TK0298  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TK0298  DYNAMIC HT  -         811.436 (meters)    2662.19  (feet)  COMP
 TK0298  MODELED GRAV-     980,681.3   (mgal)                       NAVD 88
 TK0298
 TK0298  VERT ORDER  -  FIRST     CLASS II
 TK0298
 TK0298.The horizontal coordinates were scaled from a topographic map and have
 TK0298.an estimated accuracy of +/- 6 seconds.
 TK0298
 TK0298.The orthometric height was determined by differential leveling
 TK0298.and adjusted by the National Geodetic Survey in June 1991..
 TK0298
 TK0298.The geoid height was determined by GEOID03.
 TK0298
 TK0298.The dynamic height is computed by dividing the NAVD 88
 TK0298.geopotential number by the normal gravity value computed on the
 TK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0298.degrees latitude (g = 980.6199 gals.).
 TK0298
 TK0298.The modeled gravity was interpolated from observed gravity values.
 TK0298
 TK0298;                    North         East    Units  Estimated Accuracy
 TK0298;SPC MT       -   479,600.      566,730.      MT  (+/- 180 meters Scaled)
 TK0298
 TK0298                          SUPERSEDED SURVEY CONTROL
 TK0298
 TK0298.No superseded survey control is available for this station.
 TK0298
 TK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU774796(NAD 83)
 TK0298_MARKER: DB = BENCH MARK DISK
 TK0298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0298_SP_SET: STAINLESS STEEL ROD
 TK0298_STAMPING: H 514 1979
 TK0298_PROJECTION: FLUSH
 TK0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0298_ROD/PIPE-DEPTH: 6.71 meters
 TK0298
 TK0298  HISTORY     - Date     Condition        Report By
 TK0298  HISTORY     - 1979     MONUMENTED       NGS
 TK0298
 TK0298                          STATION DESCRIPTION
 TK0298
 TK0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0298'6.2 MI EAST FROM KREMLIN.
 TK0298'6.2 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TK0298'KREMLIN, 95.5 FEET NORTH OF THE NORTH RAIL, 90.9 FEET NORTH OF MILE
 TK0298'POST NUMBER 974, 45.4 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 13.9
 TK0298'FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 1.7 FEET SOUTH OF A
 TK0298'FENCE.  NOTE=REFUSAL WAS REACHED AT 22 FEET.  ACCESS TO THE DISK IS
 TK0298'THROUGH A 4-INCH SCREW PLUG.
 TK0298'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 TK0298'THE MARK IS 2 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0333 ***********************************************************************
 TK0333  DESIGNATION -  H 515
 TK0333  PID         -  TK0333
 TK0333  STATE/COUNTY-  MT/BLAINE
 TK0333  USGS QUAD   -  LOHMAN (1964)
 TK0333
 TK0333                         *CURRENT SURVEY CONTROL
 TK0333  ___________________________________________________________________
 TK0333* NAD 83(1986)-  48 35 33.     (N)    109 23 15.     (W)     SCALED    
 TK0333* NAVD 88     -       740.848  (meters)    2430.60   (feet)  ADJUSTED  
 TK0333  ___________________________________________________________________
 TK0333  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 TK0333  DYNAMIC HT  -         740.931 (meters)    2430.87  (feet)  COMP
 TK0333  MODELED GRAV-     980,698.6   (mgal)                       NAVD 88
 TK0333
 TK0333  VERT ORDER  -  FIRST     CLASS II
 TK0333
 TK0333.The horizontal coordinates were scaled from a topographic map and have
 TK0333.an estimated accuracy of +/- 6 seconds.
 TK0333
 TK0333.The orthometric height was determined by differential leveling
 TK0333.and adjusted by the National Geodetic Survey in June 1991..
 TK0333
 TK0333.The geoid height was determined by GEOID03.
 TK0333
 TK0333.The dynamic height is computed by dividing the NAVD 88
 TK0333.geopotential number by the normal gravity value computed on the
 TK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0333.degrees latitude (g = 980.6199 gals.).
 TK0333
 TK0333.The modeled gravity was interpolated from observed gravity values.
 TK0333
 TK0333;                    North         East    Units  Estimated Accuracy
 TK0333;SPC MT       -   482,560.      608,300.      MT  (+/- 180 meters Scaled)
 TK0333
 TK0333                          SUPERSEDED SURVEY CONTROL
 TK0333
 TK0333.No superseded survey control is available for this station.
 TK0333
 TK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU189834(NAD 83)
 TK0333_MARKER: DB = BENCH MARK DISK
 TK0333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0333_SP_SET: STAINLESS STEEL ROD
 TK0333_STAMPING: H 515 1979
 TK0333_PROJECTION: FLUSH
 TK0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0333_ROD/PIPE-DEPTH: 7.62 meters
 TK0333
 TK0333  HISTORY     - Date     Condition        Report By
 TK0333  HISTORY     - 1979     MONUMENTED       NGS
 TK0333
 TK0333                          STATION DESCRIPTION
 TK0333
 TK0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0333'7.3 MI WEST FROM CHINOOK.
 TK0333'7.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TK0333'CHINOOK, 123 FEET NORTH OF THE CENTER OF THE HIGHWAY, 63 FEET SOUTH
 TK0333'OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD TRACK, AND 4 FEET
 TK0333'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH
 TK0333'SCREW PLUG.
 TK0333'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 TK0333'THE MARK IS 2 FT BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0720 ***********************************************************************
 TN0720  DESIGNATION -  H 516
 TN0720  PID         -  TN0720
 TN0720  STATE/COUNTY-  MT/LINCOLN
 TN0720  USGS QUAD   -  TROY (1983)
 TN0720
 TN0720                         *CURRENT SURVEY CONTROL
 TN0720  ___________________________________________________________________
 TN0720* NAD 83(1986)-  48 28 09.     (N)    115 53 56.     (W)     SCALED    
 TN0720* NAVD 88     -       587.763  (meters)    1928.35   (feet)  ADJUSTED  
 TN0720  ___________________________________________________________________
 TN0720  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TN0720  DYNAMIC HT  -         587.811 (meters)    1928.51  (feet)  COMP
 TN0720  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 TN0720
 TN0720  VERT ORDER  -  FIRST     CLASS II
 TN0720
 TN0720.The horizontal coordinates were scaled from a topographic map and have
 TN0720.an estimated accuracy of +/- 6 seconds.
 TN0720
 TN0720.The orthometric height was determined by differential leveling
 TN0720.and adjusted by the National Geodetic Survey in June 1991..
 TN0720
 TN0720.The geoid height was determined by GEOID03.
 TN0720
 TN0720.The dynamic height is computed by dividing the NAVD 88
 TN0720.geopotential number by the normal gravity value computed on the
 TN0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0720.degrees latitude (g = 980.6199 gals.).
 TN0720
 TN0720.The modeled gravity was interpolated from observed gravity values.
 TN0720
 TN0720;                    North         East    Units  Estimated Accuracy
 TN0720;SPC MT       -   488,160.      127,490.      MT  (+/- 180 meters Scaled)
 TN0720
 TN0720                          SUPERSEDED SURVEY CONTROL
 TN0720
 TN0720.No superseded survey control is available for this station.
 TN0720
 TN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP813690(NAD 83)
 TN0720_MARKER: DB = BENCH MARK DISK
 TN0720_SETTING: 66 = SET IN ROCK OUTCROP
 TN0720_SP_SET: ROCK OUTCROP
 TN0720_STAMPING: H 516 1980
 TN0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0720+STABILITY: POSITION/ELEVATION WELL
 TN0720
 TN0720  HISTORY     - Date     Condition        Report By
 TN0720  HISTORY     - 1980     MONUMENTED       NGS
 TN0720
 TN0720                          STATION DESCRIPTION
 TN0720
 TN0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0720'0.6 KM NW FROM TROY.
 TN0720'0.6 KILOMETER (0.4 MILE) NORTHWEST ALONG US HIGHWAY 2 FROM THE
 TN0720'HIGH SCHOOL IN TROY, SET IN TOP OF A LEDGE AT THE APPROXIMATE
 TN0720'CENTER OF A LARGE BEDROCK HIGHWAY CUT, 24.8 METERS (81.3 FEET) NORTH
 TN0720'OF THE SOUTH END OF THE CUT AND A POWER LINE POLE WITH A SINGLE GUY
 TN0720'WIRE, 9.5 METER S (31.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 TN0720'0.5 METER (1.5 FEET) ABOVE THE BASE OF THE WITNESS POST.
 TN0720'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 TN0720'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0130 ***********************************************************************
 TN0130  DESIGNATION -  H 52
 TN0130  PID         -  TN0130
 TN0130  STATE/COUNTY-  MT/FLATHEAD
 TN0130  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0130
 TN0130                         *CURRENT SURVEY CONTROL
 TN0130  ___________________________________________________________________
 TN0130* NAD 83(1986)-  48 22 43.     (N)    114 11 06.     (W)     SCALED    
 TN0130* NAVD 88     -       939.962  (meters)    3083.86   (feet)  ADJUSTED  
 TN0130  ___________________________________________________________________
 TN0130  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TN0130  DYNAMIC HT  -         939.946 (meters)    3083.81  (feet)  COMP
 TN0130  MODELED GRAV-     980,563.2   (mgal)                       NAVD 88
 TN0130
 TN0130  VERT ORDER  -  FIRST     CLASS II
 TN0130
 TN0130.The horizontal coordinates were scaled from a topographic map and have
 TN0130.an estimated accuracy of +/- 6 seconds.
 TN0130
 TN0130.The orthometric height was determined by differential leveling
 TN0130.and adjusted by the National Geodetic Survey in June 1991..
 TN0130
 TN0130.The geoid height was determined by GEOID03.
 TN0130
 TN0130.The dynamic height is computed by dividing the NAVD 88
 TN0130.geopotential number by the normal gravity value computed on the
 TN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0130.degrees latitude (g = 980.6199 gals.).
 TN0130
 TN0130.The modeled gravity was interpolated from observed gravity values.
 TN0130
 TN0130;                    North         East    Units  Estimated Accuracy
 TN0130;SPC MT       -   469,150.      253,260.      MT  (+/- 180 meters Scaled)
 TN0130
 TN0130                          SUPERSEDED SURVEY CONTROL
 TN0130
 TN0130  NGVD 29 (??/??/92)  938.797  (m)         3080.04   (f) ADJ UNCH    1 2
 TN0130
 TN0130.Superseded values are not recommended for survey control.
 TN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0130.See file dsdata.txt to determine how the superseded data were derived.
 TN0130
 TN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP084622(NAD 83)
 TN0130_MARKER: DB = BENCH MARK DISK
 TN0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0130_STAMPING: H 52 1933
 TN0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0130+STABILITY: SURFACE MOTION
 TN0130
 TN0130  HISTORY     - Date     Condition        Report By
 TN0130  HISTORY     - 1933     MONUMENTED       CGS
 TN0130  HISTORY     - 1956     GOOD             NGS
 TN0130  HISTORY     - 1960     MARK NOT FOUND   NGS
 TN0130
 TN0130                          STATION DESCRIPTION
 TN0130
 TN0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TN0130'IN COLUMBIA FALLS.
 TN0130'AT COLUMBIA FALLS, FLATHEAD COUNTY, 1/4 MILE SOUTHWEST OF THE STATION,
 TN0130'112 FEET SOUTH OF SEMAPHORE 1211.9, AND 47 FEET SOUTH OF THE SOUTH
 TN0130'TRACK KNOWN AS THE KALISPELL SPUR.  A STANDARD DISK, STAMPED H 52 1933
 TN0130'AND SET IN THE TOP OF A CONCRETE POST.
 TN0130
 TN0130                          STATION RECOVERY (1960)
 TN0130
 TN0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 TN0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0861 ***********************************************************************
 SU0861  DESIGNATION -  H 520
 SU0861  PID         -  SU0861
 SU0861  STATE/COUNTY-  MT/SANDERS
 SU0861  USGS QUAD   -  EDDY MOUNTAIN (1964)
 SU0861
 SU0861                         *CURRENT SURVEY CONTROL
 SU0861  ___________________________________________________________________
 SU0861* NAD 83(1986)-  47 34 58.     (N)    115 11 48.     (W)     SCALED    
 SU0861* NAVD 88     -       736.530  (meters)    2416.43   (feet)  ADJUSTED  
 SU0861  ___________________________________________________________________
 SU0861  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 SU0861  DYNAMIC HT  -         736.480 (meters)    2416.27  (feet)  COMP
 SU0861  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 SU0861
 SU0861  VERT ORDER  -  FIRST     CLASS II
 SU0861
 SU0861.The horizontal coordinates were scaled from a topographic map and have
 SU0861.an estimated accuracy of +/- 6 seconds.
 SU0861
 SU0861.The orthometric height was determined by differential leveling
 SU0861.and adjusted by the National Geodetic Survey in June 1991..
 SU0861
 SU0861.The geoid height was determined by GEOID03.
 SU0861
 SU0861.The dynamic height is computed by dividing the NAVD 88
 SU0861.geopotential number by the normal gravity value computed on the
 SU0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0861.degrees latitude (g = 980.6199 gals.).
 SU0861
 SU0861.The modeled gravity was interpolated from observed gravity values.
 SU0861
 SU0861;                    North         East    Units  Estimated Accuracy
 SU0861;SPC MT       -   385,900.      172,080.      MT  (+/- 180 meters Scaled)
 SU0861
 SU0861                          SUPERSEDED SURVEY CONTROL
 SU0861
 SU0861.No superseded survey control is available for this station.
 SU0861
 SU0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN356715(NAD 83)
 SU0861_MARKER: DB = BENCH MARK DISK
 SU0861_SETTING: 66 = SET IN ROCK OUTCROP
 SU0861_SP_SET: ROCK OUTCROP
 SU0861_STAMPING: H 520 1980
 SU0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0861+STABILITY: POSITION/ELEVATION WELL
 SU0861
 SU0861  HISTORY     - Date     Condition        Report By
 SU0861  HISTORY     - 1980     MONUMENTED       NGS
 SU0861
 SU0861                          STATION DESCRIPTION
 SU0861
 SU0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0861'10.3 KM SE FROM THOMPSON FALLS.
 SU0861'10.3 KILOMETERS (6.4 MILES) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 SU0861'RAILWAY FROM THE STATION IN THOMPSON FALLS, SET IN TOP OF A ROCK
 SU0861'OUTCROP ON THE NORTH BANK OF THECLARK FORK RIVER, 31.3 METERS (103
 SU0861'FEET) WEST OF RAILWAY MILEPOST 24, 19.35 METERS (63.5 FEET) SOUTH
 SU0861'OF THE SOUTH RAIL OF THE TRACKS, 14.2 METERS (46.4 FEET) SOUTHEAST
 SU0861'OF A GUY POLE FOR A TELEGRAPH POLE, 1.4 METERS (5.0 FEET) NORTH
 SU0861'OF THE SOUTH EDGE OF THE OUTCROP, 1.25 METERS (4.15 FEET) SOUTHEAST
 SU0861'OF BENCH MARK W 15, 0.8 METER (2.6 FEET) EAST OF THE TOP EDGE OF
 SU0861'THE OUTCROP.
 SU0861'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 SU0861'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0878 ***********************************************************************
 SU0878  DESIGNATION -  H 521
 SU0878  PID         -  SU0878
 SU0878  STATE/COUNTY-  MT/SANDERS
 SU0878  USGS QUAD   -  SEVEN POINT MOUNTAIN (1966)
 SU0878
 SU0878                         *CURRENT SURVEY CONTROL
 SU0878  ___________________________________________________________________
 SU0878* NAD 83(1986)-  47 45 20.     (N)    115 29 40.     (W)     SCALED    
 SU0878* NAVD 88     -       787.046  (meters)    2582.17   (feet)  ADJUSTED  
 SU0878  ___________________________________________________________________
 SU0878  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 SU0878  DYNAMIC HT  -         787.039 (meters)    2582.14  (feet)  COMP
 SU0878  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 SU0878
 SU0878  VERT ORDER  -  FIRST     CLASS II
 SU0878
 SU0878.The horizontal coordinates were scaled from a topographic map and have
 SU0878.an estimated accuracy of +/- 6 seconds.
 SU0878
 SU0878.The orthometric height was determined by differential leveling
 SU0878.and adjusted by the National Geodetic Survey in June 1991..
 SU0878
 SU0878.The geoid height was determined by GEOID03.
 SU0878
 SU0878.The dynamic height is computed by dividing the NAVD 88
 SU0878.geopotential number by the normal gravity value computed on the
 SU0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0878.degrees latitude (g = 980.6199 gals.).
 SU0878
 SU0878.The modeled gravity was interpolated from observed gravity values.
 SU0878
 SU0878;                    North         East    Units  Estimated Accuracy
 SU0878;SPC MT       -   406,710.      151,230.      MT  (+/- 180 meters Scaled)
 SU0878
 SU0878                          SUPERSEDED SURVEY CONTROL
 SU0878
 SU0878.No superseded survey control is available for this station.
 SU0878
 SU0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN128902(NAD 83)
 SU0878_MARKER: I = METAL ROD
 SU0878_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0878_SP_SET: STAINLESS STEEL ROD
 SU0878_STAMPING: H 521 1980
 SU0878_PROJECTION: FLUSH
 SU0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0878_ROD/PIPE-DEPTH: 6.0  meters
 SU0878
 SU0878  HISTORY     - Date     Condition        Report By
 SU0878  HISTORY     - 1980     MONUMENTED       NGS
 SU0878
 SU0878                          STATION DESCRIPTION
 SU0878
 SU0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0878'11.7 KM SE FROM TROUT CREEK.
 SU0878'11.7  KILOMETERS (7.3 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 SU0878'THE POST OFFICE IN TROUT CREEK, 0.4 KILOMETERS (0.25 MILE) NORTHWEST
 SU0878'OF A PAVED ROAD LEADING WEST TO WHITE PINE CREEK, 0.2 KILOMETER (0.1
 SU0878'MILE) NORTHWEST OF HIGHWAY MILEPOST 37, 15.25 METERS (50.0 FEET)
 SU0878'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.5 METERS (106 FEET)
 SU0878'SOUTHEAST OF THE CENTERLINE OF A PRIVATE DRIVE NORTHEAST TO A RANCH
 SU0878'HOUSE, 31.8 METERS (104 FEET) NORTHWEST OF THE CORNER POST IN AN
 SU0878'OFFSET IN THE HIGHWAY RIGHT-OF-WAY FENCE, 27.8 METERS (91.2 FEET)
 SU0878'SOUTHEAST OF A CORNER FENCE POST AT THE PRIVATE DRIVE, 1.35 METERS
 SU0878'(4.5 FEET) NORTH OF TELEGRAPH POLE NUMBER C 258, 1.05 METERS (3.5
 SU0878'FEET) NORTHEAST OF POWER LINE POLE NUMBER C 258, 0.55 METER (1.8
 SU0878'FEET) SOUTHWEST OF THE FENCE LINE.
 SU0878'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 SU0878'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0564 ***********************************************************************
 TO0564  DESIGNATION -  H 522
 TO0564  PID         -  TO0564
 TO0564  STATE/COUNTY-  MT/SANDERS
 TO0564  USGS QUAD   -  CABINET (1989)
 TO0564
 TO0564                         *CURRENT SURVEY CONTROL
 TO0564  ___________________________________________________________________
 TO0564* NAD 83(1986)-  48 05 19.     (N)    116 01 09.     (W)     SCALED    
 TO0564* NAVD 88     -       704.914  (meters)    2312.71   (feet)  ADJUSTED  
 TO0564  ___________________________________________________________________
 TO0564  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TO0564  DYNAMIC HT  -         704.931 (meters)    2312.76  (feet)  COMP
 TO0564  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 TO0564
 TO0564  VERT ORDER  -  FIRST     CLASS II
 TO0564
 TO0564.The horizontal coordinates were scaled from a topographic map and have
 TO0564.an estimated accuracy of +/- 6 seconds.
 TO0564
 TO0564.The orthometric height was determined by differential leveling
 TO0564.and adjusted by the National Geodetic Survey in June 1991..
 TO0564
 TO0564.The geoid height was determined by GEOID03.
 TO0564
 TO0564.The dynamic height is computed by dividing the NAVD 88
 TO0564.geopotential number by the normal gravity value computed on the
 TO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0564.degrees latitude (g = 980.6199 gals.).
 TO0564
 TO0564.The modeled gravity was interpolated from observed gravity values.
 TO0564
 TO0564;                    North         East    Units  Estimated Accuracy
 TO0564;SPC MT       -   446,740.      115,110.      MT  (+/- 180 meters Scaled)
 TO0564
 TO0564                          SUPERSEDED SURVEY CONTROL
 TO0564
 TO0564.No superseded survey control is available for this station.
 TO0564
 TO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP730266(NAD 83)
 TO0564_MARKER: I = METAL ROD
 TO0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0564_SP_SET: STAINLESS STEEL ROD
 TO0564_STAMPING: H 522 1980
 TO0564_PROJECTION: FLUSH
 TO0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0564_ROD/PIPE-DEPTH: 6.0  meters
 TO0564
 TO0564  HISTORY     - Date     Condition        Report By
 TO0564  HISTORY     - 1980     MONUMENTED       NGS
 TO0564
 TO0564                          STATION DESCRIPTION
 TO0564
 TO0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0564'15.4 KM SE FROM CLARK FORK.
 TO0564'15.4 KILOMETERS (9.6 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM THE
 TO0564'PUBLIC SCHOOL IN CLARK FORK, 0.8 KILOMETERS (0.5 MILE) WEST OF
 TO0564'HIGHWAY MILEPOST 2, AT THE T JUNCTION OF BLUE CREEK ROAD, 28.0 METERS
 TO0564'(92.0 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 6.0 METERS (20.0
 TO0564'FEET) WEST OF THE CENTERLINE OF THE ROAD, 1.9 METERS (6.3 FEET) SOUTH
 TO0564'OF A NORTHEAST CORNER POST IN THE HIGHWAY RIGHT-OF-WAY FENCE, 1.1
 TO0564'METERS (3.6 FEET) SOUTHEAST OF THE FENCE LINE, 1.1 METERS (3.6 FEET)
 TO0564'EAST OF T JUNCTION POWER LINE POLE NUMBER CG 24.
 TO0564'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
 TO0564'THE MARK IS 12 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0820 ***********************************************************************
 RY0820  DESIGNATION -  H 523
 RY0820  PID         -  RY0820
 RY0820  STATE/COUNTY-  MT/MISSOULA
 RY0820  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0820
 RY0820                         *CURRENT SURVEY CONTROL
 RY0820  ___________________________________________________________________
 RY0820* NAD 83(1986)-  46 40 29.     (N)    114 34 32.     (W)     SCALED    
 RY0820* NAVD 88     -      1383.714  (meters)    4539.73   (feet)  ADJUSTED  
 RY0820  ___________________________________________________________________
 RY0820  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RY0820  DYNAMIC HT  -        1383.369 (meters)    4538.60  (feet)  COMP
 RY0820  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 RY0820
 RY0820  VERT ORDER  -  FIRST     CLASS II
 RY0820
 RY0820.The horizontal coordinates were scaled from a topographic map and have
 RY0820.an estimated accuracy of +/- 6 seconds.
 RY0820
 RY0820.The orthometric height was determined by differential leveling
 RY0820.and adjusted by the National Geodetic Survey in June 1991..
 RY0820
 RY0820.The geoid height was determined by GEOID03.
 RY0820
 RY0820.The dynamic height is computed by dividing the NAVD 88
 RY0820.geopotential number by the normal gravity value computed on the
 RY0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0820.degrees latitude (g = 980.6199 gals.).
 RY0820
 RY0820.The modeled gravity was interpolated from observed gravity values.
 RY0820
 RY0820;                    North         East    Units  Estimated Accuracy
 RY0820;SPC MT       -   282,010.      212,140.      MT  (+/- 180 meters Scaled)
 RY0820
 RY0820                          SUPERSEDED SURVEY CONTROL
 RY0820
 RY0820.No superseded survey control is available for this station.
 RY0820
 RY0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM854718(NAD 83)
 RY0820_MARKER: DB = BENCH MARK DISK
 RY0820_SETTING: 66 = SET IN ROCK OUTCROP
 RY0820_SP_SET: ROCK OUTCROP
 RY0820_STAMPING: H 523 1980
 RY0820_MARK LOGO: NGS   
 RY0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0820+STABILITY: POSITION/ELEVATION WELL
 RY0820
 RY0820  HISTORY     - Date     Condition        Report By
 RY0820  HISTORY     - 1980     MONUMENTED       NGS
 RY0820
 RY0820                          STATION DESCRIPTION
 RY0820
 RY0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0820'7.3 KM (4.55 MI) SW FROM LOLO HOT SPRINGS.
 RY0820'7.3 KILOMETERS (4.55 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0820'OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.25 KILOMETER
 RY0820'(0.15 MILE) SOUTHWEST OF HIGHWAY MILEPOST 3, AT THE SOUTH END OF
 RY0820'A HIGHWAY CURVE EAST, SET IN TOP OF A SMALL GRANITE LEDGE OF THE
 RY0820'WEST SLOPE AT THE NORTH END OF A BEDROCK HIGHWAY CUT, 9.1 METERS
 RY0820'(30.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 21.3 METERS (42.0
 RY0820'FEET) SOUTH OF THE NORTH END OF THE CUT, 18.2 METERS (59.8 FEET)
 RY0820'EAST-NORTHEAST ACROSS THE HIGHWAY FROM THE SOUTH END OF A GUARDRAIL
 RY0820'AT THE NORTH END OF A PULLOUT, 12.8 METERS (42.0 FEET) SOUTHWEST AND
 RY0820'3 METERS (10.0 FEET) BELOW THE BASE OF A 24-INCH DIAMETER DOUGLAS
 RY0820'FIR TREE.
 RY0820'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 RY0820'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0912 ***********************************************************************
 SR0912  DESIGNATION -  H 526
 SR0912  PID         -  SR0912
 SR0912  STATE/COUNTY-  MT/PHILLIPS
 SR0912  USGS QUAD   -  COBURN BUTTE (1971)
 SR0912
 SR0912                         *CURRENT SURVEY CONTROL
 SR0912  ___________________________________________________________________
 SR0912* NAD 83(1986)-  47 56 52.     (N)    108 19 37.     (W)     SCALED    
 SR0912* NAVD 88     -       916.899  (meters)    3008.19   (feet)  ADJUSTED  
 SR0912  ___________________________________________________________________
 SR0912  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 SR0912  DYNAMIC HT  -         916.916 (meters)    3008.25  (feet)  COMP
 SR0912  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 SR0912
 SR0912  VERT ORDER  -  FIRST     CLASS II
 SR0912
 SR0912.The horizontal coordinates were scaled from a topographic map and have
 SR0912.an estimated accuracy of +/- 6 seconds.
 SR0912
 SR0912.The orthometric height was determined by differential leveling
 SR0912.and adjusted by the National Geodetic Survey in June 1991..
 SR0912
 SR0912.The geoid height was determined by GEOID03.
 SR0912
 SR0912.The dynamic height is computed by dividing the NAVD 88
 SR0912.geopotential number by the normal gravity value computed on the
 SR0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0912.degrees latitude (g = 980.6199 gals.).
 SR0912
 SR0912.The modeled gravity was interpolated from observed gravity values.
 SR0912
 SR0912;                    North         East    Units  Estimated Accuracy
 SR0912;SPC MT       -   411,550.      687,580.      MT  (+/- 180 meters Scaled)
 SR0912
 SR0912                          SUPERSEDED SURVEY CONTROL
 SR0912
 SR0912.No superseded survey control is available for this station.
 SR0912
 SR0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU995139(NAD 83)
 SR0912_MARKER: I = METAL ROD
 SR0912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0912_SP_SET: STAINLESS STEEL ROD
 SR0912_STAMPING: H 526 1980
 SR0912_PROJECTION: FLUSH
 SR0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0912_ROD/PIPE-DEPTH: 7.6  meters
 SR0912
 SR0912  HISTORY     - Date     Condition        Report By
 SR0912  HISTORY     - 1980     MONUMENTED       NGS
 SR0912
 SR0912                          STATION DESCRIPTION
 SR0912
 SR0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0912'59.2 KM SW FROM MALTA.
 SR0912'59.2 KM (36.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0912'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 SR0912'2.7 KM (1.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 SR0912'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, 20.9 METERS (68.7 FT)
 SR0912'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.6 METERS
 SR0912'(47.9 FT) SOUTH OF THE SOUTHEAST END OF A 2 FT STEEL CULVERT,
 SR0912'14.5 METERS (47.5 FT) EAST OF MILE POST 121, 7.8 METERS
 SR0912'(25.6 FT) SOUTHWEST OF THE CENTER OF AN OLD ROAD BED,
 SR0912'1.8 METERS (5.9 FT) EAST OF A POWER POLE, AND 0.9 METER
 SR0912'(3.1 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 SR0912'THROUGH A 5-INCH LOGO CAP.
 SR0912'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 SR0912'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0939 ***********************************************************************
 SR0939  DESIGNATION -  H 527
 SR0939  PID         -  SR0939
 SR0939  STATE/COUNTY-  MT/PHILLIPS
 SR0939  USGS QUAD   -  BELL RIDGE WEST (1954)
 SR0939
 SR0939                         *CURRENT SURVEY CONTROL
 SR0939  ___________________________________________________________________
 SR0939* NAD 83(1986)-  47 42 01.     (N)    108 42 36.     (W)     SCALED    
 SR0939* NAVD 88     -       907.064  (meters)    2975.93   (feet)  ADJUSTED  
 SR0939  ___________________________________________________________________
 SR0939  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 SR0939  DYNAMIC HT  -         907.072 (meters)    2975.95  (feet)  COMP
 SR0939  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 SR0939
 SR0939  VERT ORDER  -  FIRST     CLASS II
 SR0939
 SR0939.The horizontal coordinates were scaled from a topographic map and have
 SR0939.an estimated accuracy of +/- 6 seconds.
 SR0939
 SR0939.The orthometric height was determined by differential leveling
 SR0939.and adjusted by the National Geodetic Survey in June 1991..
 SR0939
 SR0939.The geoid height was determined by GEOID03.
 SR0939
 SR0939.The dynamic height is computed by dividing the NAVD 88
 SR0939.geopotential number by the normal gravity value computed on the
 SR0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0939.degrees latitude (g = 980.6199 gals.).
 SR0939
 SR0939.The modeled gravity was interpolated from observed gravity values.
 SR0939
 SR0939;                    North         East    Units  Estimated Accuracy
 SR0939;SPC MT       -   383,690.      659,260.      MT  (+/- 180 meters Scaled)
 SR0939
 SR0939                          SUPERSEDED SURVEY CONTROL
 SR0939
 SR0939.No superseded survey control is available for this station.
 SR0939
 SR0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT718855(NAD 83)
 SR0939_MARKER: I = METAL ROD
 SR0939_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0939_SP_SET: STAINLESS STEEL ROD
 SR0939_STAMPING: H 527 1980
 SR0939_PROJECTION: FLUSH
 SR0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0939_ROD/PIPE-DEPTH: 7.6  meters
 SR0939
 SR0939  HISTORY     - Date     Condition        Report By
 SR0939  HISTORY     - 1980     MONUMENTED       NGS
 SR0939
 SR0939                          STATION DESCRIPTION
 SR0939
 SR0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0939'55.2 KM NE FROM ROY.
 SR0939'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0939'THENCE 55.2 KM (34.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0939'9.8 KM (6.1 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE NORTHEAST
 SR0939'END OF THE MISSOURI RIVER BRIDGE, 0.1 KM (0.05 MI) NORTHEAST OF MILE
 SR0939'POST 94, 23.9 METERS (78.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 SR0939'7.5 METERS (24.5 FT) SOUTH OF THE CENTER OF A DIM TRACK ROAD LEADING
 SR0939'EAST, 4.9 METERS (16.0 FT) SOUTH OF THE SOUTH GATE POST, AND 0.7
 SR0939'METER (2.3 FT) WEST OF A FENCE.  NOTE=ROD DRIVEN TO REFUSAL AT 7.6
 SR0939'METERS (25.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SR0939'LOGO CAP.
 SR0939'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SR0939'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0965 ***********************************************************************
 SR0965  DESIGNATION -  H 528
 SR0965  PID         -  SR0965
 SR0965  STATE/COUNTY-  MT/FERGUS
 SR0965  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0965
 SR0965                         *CURRENT SURVEY CONTROL
 SR0965  ___________________________________________________________________
 SR0965* NAD 83(1986)-  47 23 48.     (N)    108 45 06.     (W)     SCALED    
 SR0965* NAVD 88     -       933.759  (meters)    3063.51   (feet)  ADJUSTED  
 SR0965  ___________________________________________________________________
 SR0965  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 SR0965  DYNAMIC HT  -         933.739 (meters)    3063.44  (feet)  COMP
 SR0965  MODELED GRAV-     980,559.2   (mgal)                       NAVD 88
 SR0965
 SR0965  VERT ORDER  -  FIRST     CLASS II
 SR0965
 SR0965.The horizontal coordinates were scaled from a topographic map and have
 SR0965.an estimated accuracy of +/- 6 seconds.
 SR0965
 SR0965.The orthometric height was determined by differential leveling
 SR0965.and adjusted by the National Geodetic Survey in June 1991..
 SR0965
 SR0965.The geoid height was determined by GEOID03.
 SR0965
 SR0965.The dynamic height is computed by dividing the NAVD 88
 SR0965.geopotential number by the normal gravity value computed on the
 SR0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0965.degrees latitude (g = 980.6199 gals.).
 SR0965
 SR0965.The modeled gravity was interpolated from observed gravity values.
 SR0965
 SR0965;                    North         East    Units  Estimated Accuracy
 SR0965;SPC MT       -   349,920.      656,460.      MT  (+/- 180 meters Scaled)
 SR0965
 SR0965                          SUPERSEDED SURVEY CONTROL
 SR0965
 SR0965.No superseded survey control is available for this station.
 SR0965
 SR0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT696516(NAD 83)
 SR0965_MARKER: I = METAL ROD
 SR0965_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0965_SP_SET: STAINLESS STEEL ROD
 SR0965_STAMPING: H 528 1980
 SR0965_PROJECTION: FLUSH
 SR0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0965_ROD/PIPE-DEPTH: 7.3  meters
 SR0965
 SR0965  HISTORY     - Date     Condition        Report By
 SR0965  HISTORY     - 1980     MONUMENTED       NGS
 SR0965
 SR0965                          STATION DESCRIPTION
 SR0965
 SR0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0965'20.8 KM NE FROM ROY.
 SR0965'0.08 KM (0.05 MI) NORTH ALONG THE MAIN STREET FROM THE POST OFFICE
 SR0965'IN ROY, THENCE 20.8 KM (12.95 MI) NORTHEAST ALONG U.S. HIGHWAY 191,
 SR0965'0.2 KM (0.1 MI) SOUTHWEST OF MILE POST 71, 0.4 KM (0.25 MI) NORTH OF
 SR0965'A GRAVEL ROAD LEADING NORTHEAST, 23.9 METERS (78.4 FT) WEST OF THE
 SR0965'CENTERLINE OF THE HIGHWAY, AND 1.0 METER (3.2 FT) EAST OF A FENCE.
 SR0965'NOTE=REFUSAL WAS REACHED AT 7.3 METERS (24.0 FT).  ACCESS TO THE
 SR0965'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0965'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 SR0965'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0960 ***********************************************************************
 SR0960  DESIGNATION -  H 529
 SR0960  PID         -  SR0960
 SR0960  STATE/COUNTY-  MT/FERGUS
 SR0960  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0960
 SR0960                         *CURRENT SURVEY CONTROL
 SR0960  ___________________________________________________________________
 SR0960* NAD 83(1986)-  47 27 56.     (N)    108 45 06.     (W)     SCALED    
 SR0960* NAVD 88     -       933.243  (meters)    3061.81   (feet)  ADJUSTED  
 SR0960  ___________________________________________________________________
 SR0960  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SR0960  DYNAMIC HT  -         933.237 (meters)    3061.80  (feet)  COMP
 SR0960  MODELED GRAV-     980,574.2   (mgal)                       NAVD 88
 SR0960
 SR0960  VERT ORDER  -  FIRST     CLASS II
 SR0960
 SR0960.The horizontal coordinates were scaled from a topographic map and have
 SR0960.an estimated accuracy of +/- 6 seconds.
 SR0960
 SR0960.The orthometric height was determined by differential leveling
 SR0960.and adjusted by the National Geodetic Survey in June 1991..
 SR0960
 SR0960.The geoid height was determined by GEOID03.
 SR0960
 SR0960.The dynamic height is computed by dividing the NAVD 88
 SR0960.geopotential number by the normal gravity value computed on the
 SR0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0960.degrees latitude (g = 980.6199 gals.).
 SR0960
 SR0960.The modeled gravity was interpolated from observed gravity values.
 SR0960
 SR0960;                    North         East    Units  Estimated Accuracy
 SR0960;SPC MT       -   357,570.      656,390.      MT  (+/- 180 meters Scaled)
 SR0960
 SR0960                          SUPERSEDED SURVEY CONTROL
 SR0960
 SR0960.No superseded survey control is available for this station.
 SR0960
 SR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT694593(NAD 83)
 SR0960_MARKER: I = METAL ROD
 SR0960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0960_SP_SET: STAINLESS STEEL ROD
 SR0960_STAMPING: H 529 1980
 SR0960_PROJECTION: FLUSH
 SR0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0960_ROD/PIPE-DEPTH: 4.9  meters
 SR0960
 SR0960  HISTORY     - Date     Condition        Report By
 SR0960  HISTORY     - 1980     MONUMENTED       NGS
 SR0960
 SR0960                          STATION DESCRIPTION
 SR0960
 SR0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0960'28.4 KM NE FROM ROY.
 SR0960'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0960'THENCE 28.4 KM (17.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0960'20.4 KM (12.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0960'END OF THE MISSOURI RIVER BRIDGE, 0.9 KM (0.55 MI) SOUTHWEST OF A
 SR0960'DIRT ROAD LEADING WEST, 30.2 KM (0.55 MI) SOUTHWEST OF A DIRT ROAD
 SR0960'LEADING WEST, 30.2 METERS (99.0 FT) WEST OF THE CENTERLINE OF THE
 SR0960'HIGHWAY, 16.0 METERS (52.6 FT) NORTH OF A POWER POLE, 0.4
 SR0960'METER (1.2 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 4.9
 SR0960'METERS (16.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SR0960'LOGO CAP.
 SR0960'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 SR0960'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0090 ***********************************************************************
 TM0090  DESIGNATION -  H 53
 TM0090  PID         -  TM0090
 TM0090  STATE/COUNTY-  MT/GLACIER
 TM0090  USGS QUAD   -  SQUAW MOUNTAIN (1995)
 TM0090
 TM0090                         *CURRENT SURVEY CONTROL
 TM0090  ___________________________________________________________________
 TM0090* NAD 83(1986)-  48 23 16.     (N)    113 16 36.     (W)     SCALED    
 TM0090* NAVD 88     -      1538.471  (meters)    5047.47   (feet)  ADJUSTED  
 TM0090  ___________________________________________________________________
 TM0090  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 TM0090  DYNAMIC HT  -        1538.360 (meters)    5047.10  (feet)  COMP
 TM0090  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 TM0090
 TM0090  VERT ORDER  -  FIRST     CLASS II
 TM0090
 TM0090.The horizontal coordinates were scaled from a topographic map and have
 TM0090.an estimated accuracy of +/- 6 seconds.
 TM0090
 TM0090.The orthometric height was determined by differential leveling
 TM0090.and adjusted by the National Geodetic Survey in June 1991..
 TM0090
 TM0090.The geoid height was determined by GEOID03.
 TM0090
 TM0090.The dynamic height is computed by dividing the NAVD 88
 TM0090.geopotential number by the normal gravity value computed on the
 TM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0090.degrees latitude (g = 980.6199 gals.).
 TM0090
 TM0090.The modeled gravity was interpolated from observed gravity values.
 TM0090
 TM0090;                    North         East    Units  Estimated Accuracy
 TM0090;SPC MT       -   466,540.      320,480.      MT  (+/- 180 meters Scaled)
 TM0090
 TM0090                          SUPERSEDED SURVEY CONTROL
 TM0090
 TM0090  NGVD 29 (??/??/92) 1537.173  (m)         5043.21   (f) ADJ UNCH    1 2
 TM0090
 TM0090.Superseded values are not recommended for survey control.
 TM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0090.See file dsdata.txt to determine how the superseded data were derived.
 TM0090
 TM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU314619(NAD 83)
 TM0090_MARKER: DB = BENCH MARK DISK
 TM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0090_STAMPING: H 53 1933
 TM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0090+STABILITY: SURFACE MOTION
 TM0090
 TM0090  HISTORY     - Date     Condition        Report By
 TM0090  HISTORY     - 1933     MONUMENTED       CGS
 TM0090  HISTORY     - 1968     GOOD             USGS
 TM0090
 TM0090                          STATION DESCRIPTION
 TM0090
 TM0090'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 TM0090'5.7 MI SW FROM GLACIER PARK.
 TM0090'5.7 MI. SW OF EAST GLACIER PARK.  1.4 MI. NE ALONG THE ABANDONED
 TM0090'RAILROAD GRADE FROM THE GRADE CROSSING LEADING TO LUBEC GUARD STATION.
 TM0090'30 FT. SE OF THE CENTERLINE OF THE ABANDONED GRADE, A STANDARD DISC,
 TM0090'STAMPED H 53 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TM0090'ABOUT 1.0 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1334 ***********************************************************************
 SS1334  DESIGNATION -  H 532
 SS1334  PID         -  SS1334
 SS1334  STATE/COUNTY-  MT/JUDITH BASIN
 SS1334  USGS QUAD   -  RAYNESFORD (1995)
 SS1334
 SS1334                         *CURRENT SURVEY CONTROL
 SS1334  ___________________________________________________________________
 SS1334* NAD 83(1986)-  47 15 29.     (N)    110 37 45.     (W)     SCALED    
 SS1334* NAVD 88     -      1366.752  (meters)    4484.09   (feet)  ADJUSTED  
 SS1334  ___________________________________________________________________
 SS1334  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS1334  DYNAMIC HT  -        1366.559 (meters)    4483.45  (feet)  COMP
 SS1334  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 SS1334  OBS GRAVITY -     980,420.9   (mgal)                       GRAV_OBS
 SS1334
 SS1334  VERT ORDER  -  FIRST     CLASS II
 SS1334
 SS1334.The horizontal coordinates were scaled from a topographic map and have
 SS1334.an estimated accuracy of +/- 6 seconds.
 SS1334
 SS1334.The orthometric height was determined by differential leveling
 SS1334.and adjusted by the National Geodetic Survey in June 1991..
 SS1334
 SS1334.The geoid height was determined by GEOID03.
 SS1334
 SS1334.The dynamic height is computed by dividing the NAVD 88
 SS1334.geopotential number by the normal gravity value computed on the
 SS1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1334.degrees latitude (g = 980.6199 gals.).
 SS1334
 SS1334.The modeled gravity was interpolated from observed gravity values.
 SS1334.The observed gravity was obtained from relative gravimeter ties
 SS1334.to the IGSN71 gravity network.
 SS1334
 SS1334;                    North         East    Units  Estimated Accuracy
 SS1334;SPC MT       -   334,870.      514,590.      MT  (+/- 180 meters Scaled)
 SS1334
 SS1334                          SUPERSEDED SURVEY CONTROL
 SS1334
 SS1334.No superseded survey control is available for this station.
 SS1334
 SS1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT280339(NAD 83)
 SS1334_MARKER: I = METAL ROD
 SS1334_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1334_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1334_STAMPING: H 532 1980
 SS1334_PROJECTION: FLUSH
 SS1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1334+STABILITY: POSITION/ELEVATION WELL
 SS1334_ROD/PIPE-DEPTH: 12.8 meters
 SS1334_SLEEVE-DEPTH  : 12.2 meters
 SS1334
 SS1334  HISTORY     - Date     Condition        Report By
 SS1334  HISTORY     - 1980     MONUMENTED       NGS
 SS1334
 SS1334                          STATION DESCRIPTION
 SS1334
 SS1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1334'10.5 KM WEST FROM GEYSER.
 SS1334'10.5 KM (6.5 MI) WEST ALONG U.S. HIGHWAY 87 FROM THE SCHOOL HOUSE IN
 SS1334'GEYSER, OR 8.0 KM (4.95 MI) EAST ALONG THE GREAT NORTHERN RAILROAD
 SS1334'FROM THE GRAIN ELEVATOR IN RAYNESFORD, THENCE 0.8 KM (0.5 MI) EAST
 SS1334'ALONG A GRAVELED ROAD, THENCE 3.2 KM (2.0 MI) SOUTH ALONG A GRAVELED
 SS1334'ROAD, 10.2 METERS (33.5 FT) WEST OF THE ROAD CENTER, 2.8 METERS
 SS1334'(9.2 FT) NORTH OF THE NORTH GATE POST OF A GATE TO A PASTURE AND 0.6
 SS1334'METERS (2.0 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 12.8
 SS1334'METERS (42 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 SS1334'CAP.
 SS1334'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SS1334'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1572 ***********************************************************************
 SS1572  DESIGNATION -  H 533 RESET
 SS1572  PID         -  SS1572
 SS1572  STATE/COUNTY-  MT/JUDITH BASIN
 SS1572  USGS QUAD   -  BENCHLAND (1978)
 SS1572
 SS1572                         *CURRENT SURVEY CONTROL
 SS1572  ___________________________________________________________________
 SS1572* NAD 83(1986)-  47 03 18.     (N)    110 01 51.     (W)     SCALED    
 SS1572* NAVD 88     -      1329.77   (meters)    4362.8    (feet)  RESET     
 SS1572  ___________________________________________________________________
 SS1572  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS1572
 SS1572  VERT ORDER  -  THIRD
 SS1572
 SS1572.The horizontal coordinates were scaled from a topographic map and have
 SS1572.an estimated accuracy of +/- 6 seconds.
 SS1572
 SS1572.The orthometric height was computed from unverified reset data.
 SS1572.No vertical observational check was made to the station.
 SS1572
 SS1572.The geoid height was determined by GEOID03.
 SS1572
 SS1572;                    North         East    Units  Estimated Accuracy
 SS1572;SPC MT       -   311,830.      559,690.      MT  (+/- 180 meters Scaled)
 SS1572
 SS1572                          SUPERSEDED SURVEY CONTROL
 SS1572
 SS1572.No superseded survey control is available for this station.
 SS1572
 SS1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT736117(NAD 83)
 SS1572_MARKER: DD = SURVEY DISK
 SS1572_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1572_SP_SET: METAL PIPE IN CONCRETE
 SS1572_STAMPING: H 533 RESET 1991
 SS1572_MARK LOGO: MTDH  
 SS1572_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 SS1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1572+STABILITY: SURFACE MOTION
 SS1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS1572+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SS1572
 SS1572  HISTORY     - Date     Condition        Report By
 SS1572  HISTORY     - 1991     MONUMENTED       MTDH
 SS1572
 SS1572                          STATION DESCRIPTION
 SS1572
 SS1572'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1991
 SS1572'TO REACH THE STATION FROM THE MOCCASIN POST OFFICE, GO NORTH ALONG A
 SS1572'GRAVEL STREET TO THE JUNCTION WITH U.S. HIGHWAY 87.  TURN LEFT AND
 SS1572'GO WEST ON U.S. HIGHWAY 87 FOR 9.2 KM (5.72 MI) TO THE JUNCTION WITH
 SS1572'A GRAVEL ROAD LEADING SOUTH AND THE STATION, A MONTANA DEPARTMENT OF
 SS1572'TRANSPORTATION PRECAST ALUMINUM MARK SET IN A MASS OF CONCRETE, 8.8 M
 SS1572'(28.87 FT) EAST OF THE OF THE CENTER OF THE GRAVEL ROAD, 7.1 M (23.29
 SS1572'FT) NORTHEAST OF A WATER WELL, 2.1 M (6.89 FT) NORTH-NORTHEAST OF A
 SS1572'POWER POLE AND 0.49 M (1.61 FT) EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1342 ***********************************************************************
 SS1342  DESIGNATION -  H 534
 SS1342  PID         -  SS1342
 SS1342  STATE/COUNTY-  MT/CASCADE
 SS1342  USGS QUAD   -  BELT (1982)
 SS1342
 SS1342                         *CURRENT SURVEY CONTROL
 SS1342  ___________________________________________________________________
 SS1342* NAD 83(1986)-  47 25 16.     (N)    110 55 41.     (W)     SCALED    
 SS1342* NAVD 88     -      1053.306  (meters)    3455.72   (feet)  ADJUSTED  
 SS1342  ___________________________________________________________________
 SS1342  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 SS1342  DYNAMIC HT  -        1053.219 (meters)    3455.44  (feet)  COMP
 SS1342  MODELED GRAV-     980,493.5   (mgal)                       NAVD 88
 SS1342
 SS1342  VERT ORDER  -  FIRST     CLASS II
 SS1342
 SS1342.The horizontal coordinates were scaled from a topographic map and have
 SS1342.an estimated accuracy of +/- 6 seconds.
 SS1342
 SS1342.The orthometric height was determined by differential leveling
 SS1342.and adjusted by the National Geodetic Survey in June 1991..
 SS1342
 SS1342.The geoid height was determined by GEOID03.
 SS1342
 SS1342.The dynamic height is computed by dividing the NAVD 88
 SS1342.geopotential number by the normal gravity value computed on the
 SS1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1342.degrees latitude (g = 980.6199 gals.).
 SS1342
 SS1342.The modeled gravity was interpolated from observed gravity values.
 SS1342
 SS1342;                    North         East    Units  Estimated Accuracy
 SS1342;SPC MT       -   353,350.      492,310.      MT  (+/- 180 meters Scaled)
 SS1342
 SS1342                          SUPERSEDED SURVEY CONTROL
 SS1342
 SS1342.No superseded survey control is available for this station.
 SS1342
 SS1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT054519(NAD 83)
 SS1342_MARKER: I = METAL ROD
 SS1342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1342_SP_SET: STAINLESS STEEL ROD
 SS1342_STAMPING: H 534 1980
 SS1342_PROJECTION: FLUSH
 SS1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1342_ROD/PIPE-DEPTH: 9.8  meters
 SS1342
 SS1342  HISTORY     - Date     Condition        Report By
 SS1342  HISTORY     - 1980     MONUMENTED       NGS
 SS1342
 SS1342                          STATION DESCRIPTION
 SS1342
 SS1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1342'3.8 KM NORTH FROM BELT.
 SS1342'3.8 KM (2.35 MI) NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE IN
 SS1342'BELT, 0.2 KM (0.15 MI) NORTH OF A SIDE ROAD ON THE RIGHT, 14.9 METERS
 SS1342'(49 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 0.4 METER (1.3 FT)
 SS1342'WEST OF THE FENCE.  NOTE=REFUSAL WAS REACHED AT 9.8 METERS (32.2 FT)
 SS1342'AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1342'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SS1342'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1369 ***********************************************************************
 SS1369  DESIGNATION -  H 535
 SS1369  PID         -  SS1369
 SS1369  STATE/COUNTY-  MT/CASCADE
 SS1369  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1369
 SS1369                         *CURRENT SURVEY CONTROL
 SS1369  ___________________________________________________________________
 SS1369* NAD 83(1986)-  47 30 26.     (N)    111 17 11.     (W)     SCALED    
 SS1369* NAVD 88     -      1024.673  (meters)    3361.78   (feet)  ADJUSTED  
 SS1369  ___________________________________________________________________
 SS1369  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS1369  DYNAMIC HT  -        1024.613 (meters)    3361.58  (feet)  COMP
 SS1369  MODELED GRAV-     980,519.1   (mgal)                       NAVD 88
 SS1369
 SS1369  VERT ORDER  -  FIRST     CLASS II
 SS1369
 SS1369.The horizontal coordinates were scaled from a topographic map and have
 SS1369.an estimated accuracy of +/- 6 seconds.
 SS1369
 SS1369.The orthometric height was determined by differential leveling
 SS1369.and adjusted by the National Geodetic Survey in June 1991..
 SS1369
 SS1369.The geoid height was determined by GEOID03.
 SS1369
 SS1369.The dynamic height is computed by dividing the NAVD 88
 SS1369.geopotential number by the normal gravity value computed on the
 SS1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1369.degrees latitude (g = 980.6199 gals.).
 SS1369
 SS1369.The modeled gravity was interpolated from observed gravity values.
 SS1369
 SS1369;                    North         East    Units  Estimated Accuracy
 SS1369;SPC MT       -   363,470.      465,510.      MT  (+/- 180 meters Scaled)
 SS1369
 SS1369                          SUPERSEDED SURVEY CONTROL
 SS1369
 SS1369.No superseded survey control is available for this station.
 SS1369
 SS1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT784615(NAD 83)
 SS1369_MARKER: I = METAL ROD
 SS1369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1369_SP_SET: STAINLESS STEEL ROD
 SS1369_STAMPING: H 535 1980
 SS1369_PROJECTION: FLUSH
 SS1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1369_ROD/PIPE-DEPTH: 7.3  meters
 SS1369
 SS1369  HISTORY     - Date     Condition        Report By
 SS1369  HISTORY     - 1980     MONUMENTED       NGS
 SS1369
 SS1369                          STATION DESCRIPTION
 SS1369
 SS1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1369'IN GREAT FALLS.
 SS1369'AT THE INTERSECTION OF 2ND AVENUE NORTH AND 12TH STREET NORTH, AT THE
 SS1369'MORONY NATATORIUM SWIMMING POOL, AT THE WEST SIDE OF THE BUILDING,
 SS1369'39.9 METERS (130.9 FT) SOUTH OF THE CENTER OF 2ND AVENUE NORTH, 16.3
 SS1369'METERS (53.6 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING,
 SS1369'19.2 METERS (63 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 SS1369'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1369'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 SS1369'THE MARK IS 0.9 M ABOVE THE STREET SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0648 ***********************************************************************
 RV0648  DESIGNATION -  H 536
 RV0648  PID         -  RV0648
 RV0648  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0648  USGS QUAD   -  RYEGATE WEST (1986)
 RV0648
 RV0648                         *CURRENT SURVEY CONTROL
 RV0648  ___________________________________________________________________
 RV0648* NAD 83(1986)-  46 18 26.     (N)    109 21 08.     (W)     SCALED    
 RV0648* NAVD 88     -      1146.357  (meters)    3761.01   (feet)  ADJUSTED  
 RV0648  ___________________________________________________________________
 RV0648  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 RV0648  DYNAMIC HT  -        1146.159 (meters)    3760.36  (feet)  COMP
 RV0648  MODELED GRAV-     980,402.4   (mgal)                       NAVD 88
 RV0648
 RV0648  VERT ORDER  -  FIRST     CLASS II
 RV0648
 RV0648.The horizontal coordinates were scaled from a topographic map and have
 RV0648.an estimated accuracy of +/- 6 seconds.
 RV0648
 RV0648.The orthometric height was determined by differential leveling
 RV0648.and adjusted by the National Geodetic Survey in June 1991..
 RV0648
 RV0648.The geoid height was determined by GEOID03.
 RV0648
 RV0648.The dynamic height is computed by dividing the NAVD 88
 RV0648.geopotential number by the normal gravity value computed on the
 RV0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0648.degrees latitude (g = 980.6199 gals.).
 RV0648
 RV0648.The modeled gravity was interpolated from observed gravity values.
 RV0648
 RV0648;                    North         East    Units  Estimated Accuracy
 RV0648;SPC MT       -   228,620.      611,380.      MT  (+/- 180 meters Scaled)
 RV0648
 RV0648                          SUPERSEDED SURVEY CONTROL
 RV0648
 RV0648.No superseded survey control is available for this station.
 RV0648
 RV0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS268295(NAD 83)
 RV0648_MARKER: I = METAL ROD
 RV0648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0648_SP_SET: STAINLESS STEEL ROD
 RV0648_STAMPING: H 536 1980
 RV0648_MARK LOGO: NGS   
 RV0648_PROJECTION: FLUSH
 RV0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0648_ROD/PIPE-DEPTH: 4.6  meters
 RV0648
 RV0648  HISTORY     - Date     Condition        Report By
 RV0648  HISTORY     - 1980     MONUMENTED       NGS
 RV0648
 RV0648                          STATION DESCRIPTION
 RV0648
 RV0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0648'7.7 KM (7.7 MI) NE FROM RYEGATE.
 RV0648'7.7 KM (4.8 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE
 RV0648'IN RYEGATE, 0.2 KM (0.15 MI) SOUTHEAST OF MILEPOST 125, 24.2 METERS
 RV0648'(79.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.2 METERS
 RV0648'(30.2 FT) NORTHWEST OF THE CENTER OF A FIELD ROAD AND 8.0 METERS
 RV0648'(26.3 FT) SOUTHWEST OF THE NORTHWEST END OF A 2 FOOT CONCRETE CULVERT.
 RV0648'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RV0648'REFUSAL WAS REACHED AT 15.0 FT.
 RV0648'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 RV0648'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0673 ***********************************************************************
 RV0673  DESIGNATION -  H 537
 RV0673  PID         -  RV0673
 RV0673  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0673  USGS QUAD   -  BELMONT (1979)
 RV0673
 RV0673                         *CURRENT SURVEY CONTROL
 RV0673  ___________________________________________________________________
 RV0673* NAD 83(1986)-  46 14 42.     (N)    108 56 10.     (W)     SCALED    
 RV0673* NAVD 88     -      1109.055  (meters)    3638.62   (feet)  ADJUSTED  
 RV0673  ___________________________________________________________________
 RV0673  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 RV0673  DYNAMIC HT  -        1108.855 (meters)    3637.97  (feet)  COMP
 RV0673  MODELED GRAV-     980,396.1   (mgal)                       NAVD 88
 RV0673
 RV0673  VERT ORDER  -  FIRST     CLASS II
 RV0673
 RV0673.The horizontal coordinates were scaled from a topographic map and have
 RV0673.an estimated accuracy of +/- 6 seconds.
 RV0673
 RV0673.The orthometric height was determined by differential leveling
 RV0673.and adjusted by the National Geodetic Survey in June 1991..
 RV0673
 RV0673.The geoid height was determined by GEOID03.
 RV0673
 RV0673.The dynamic height is computed by dividing the NAVD 88
 RV0673.geopotential number by the normal gravity value computed on the
 RV0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0673.degrees latitude (g = 980.6199 gals.).
 RV0673
 RV0673.The modeled gravity was interpolated from observed gravity values.
 RV0673
 RV0673;                    North         East    Units  Estimated Accuracy
 RV0673;SPC MT       -   221,850.      643,470.      MT  (+/- 180 meters Scaled)
 RV0673
 RV0673                          SUPERSEDED SURVEY CONTROL
 RV0673
 RV0673.No superseded survey control is available for this station.
 RV0673
 RV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS591233(NAD 83)
 RV0673_MARKER: I = METAL ROD
 RV0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0673_SP_SET: STAINLESS STEEL ROD
 RV0673_STAMPING: H 537 1980
 RV0673_MARK LOGO: NGS   
 RV0673_PROJECTION: FLUSH
 RV0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0673_ROD/PIPE-DEPTH: 4.9  meters
 RV0673
 RV0673  HISTORY     - Date     Condition        Report By
 RV0673  HISTORY     - 1980     MONUMENTED       NGS
 RV0673
 RV0673                          STATION DESCRIPTION
 RV0673
 RV0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0673'5.5 KM (3.4 MI) SOUTH FROM LAVINA.
 RV0673'5.5 KM (3.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 RV0673'LAVINA, 0.6 KM (0.4 MI) NORTH OF MILEPOST 42, 21.0 METERS (69.0 FT)
 RV0673'NORTH OF THE CENTER OF A GATE, 14.7 METERS (48.2 FT) EAST OF THE
 RV0673'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 RV0673'THROUGH A 5-INCH LOGO CAP.
 RV0673'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 RV0673'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0374 ***********************************************************************
 QW0374  DESIGNATION -  H 538
 QW0374  PID         -  QW0374
 QW0374  STATE/COUNTY-  MT/YELLOWSTONE
 QW0374  USGS QUAD   -  ROCK SPRING (1956)
 QW0374
 QW0374                         *CURRENT SURVEY CONTROL
 QW0374  ___________________________________________________________________
 QW0374* NAD 83(1986)-  45 53 54.     (N)    108 52 51.     (W)     SCALED    
 QW0374* NAVD 88     -      1289.779  (meters)    4231.55   (feet)  ADJUSTED  
 QW0374  ___________________________________________________________________
 QW0374  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 QW0374  DYNAMIC HT  -        1289.476 (meters)    4230.56  (feet)  COMP
 QW0374  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 QW0374
 QW0374  VERT ORDER  -  FIRST     CLASS II
 QW0374
 QW0374.The horizontal coordinates were scaled from a topographic map and have
 QW0374.an estimated accuracy of +/- 6 seconds.
 QW0374
 QW0374.The orthometric height was determined by differential leveling
 QW0374.and adjusted by the National Geodetic Survey in June 1991..
 QW0374
 QW0374.The geoid height was determined by GEOID03.
 QW0374
 QW0374.The dynamic height is computed by dividing the NAVD 88
 QW0374.geopotential number by the normal gravity value computed on the
 QW0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0374.degrees latitude (g = 980.6199 gals.).
 QW0374
 QW0374.The modeled gravity was interpolated from observed gravity values.
 QW0374
 QW0374;                    North         East    Units  Estimated Accuracy
 QW0374;SPC MT       -   183,370.      648,030.      MT  (+/- 180 meters Scaled)
 QW0374
 QW0374                          SUPERSEDED SURVEY CONTROL
 QW0374
 QW0374.No superseded survey control is available for this station.
 QW0374
 QW0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR643849(NAD 83)
 QW0374_MARKER: I = METAL ROD
 QW0374_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0374+WITH SETTING: INFORMATION.
 QW0374_SP_SET: SHALLOW SET METAL ROD
 QW0374_STAMPING: H 538 1980
 QW0374_MARK LOGO: NGS   
 QW0374_PROJECTION: FLUSH
 QW0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0374_ROD/PIPE-DEPTH: 0.9  meters
 QW0374
 QW0374  HISTORY     - Date     Condition        Report By
 QW0374  HISTORY     - 1980     MONUMENTED       NGS
 QW0374
 QW0374                          STATION DESCRIPTION
 QW0374
 QW0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0374'23.8 KM (14.8 MI) SOUTH FROM BROADVIEW.
 QW0374'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 QW0374'IN BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532,
 QW0374'THENCE 22.4 KM (13.9 MI) SOUTH ALONG COUNTY ROAD 532, 12.7 METERS
 QW0374'(41.7 FT) NORTH-NORTHWEST OF A UTILITY POLE AND 7.6 METERS (24.9 FT)
 QW0374'EAST OF THE CENTER OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT 0.9
 QW0374'METERS (3.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 QW0374'LOGO CAP.
 QW0374'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 QW0374'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0725 ***********************************************************************
 QW0725  DESIGNATION -  H 538 RESET
 QW0725  PID         -  QW0725
 QW0725  STATE/COUNTY-  MT/YELLOWSTONE
 QW0725  USGS QUAD   -  ROCK SPRING (1956)
 QW0725
 QW0725                         *CURRENT SURVEY CONTROL
 QW0725  ___________________________________________________________________
 QW0725* NAD 83(1986)-  45 53 54.     (N)    108 52 51.     (W)     SCALED    
 QW0725* NAVD 88     -      1289.76   (meters)    4231.5    (feet)  RESET     
 QW0725  ___________________________________________________________________
 QW0725  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 QW0725
 QW0725  VERT ORDER  -  THIRD
 QW0725
 QW0725.The horizontal coordinates were scaled from a topographic map and have
 QW0725.an estimated accuracy of +/- 6 seconds.
 QW0725
 QW0725.The orthometric height was computed from unverified reset data.
 QW0725.No vertical observational check was made to the station.
 QW0725
 QW0725.The geoid height was determined by GEOID03.
 QW0725
 QW0725;                    North         East    Units  Estimated Accuracy
 QW0725;SPC MT       -   183,370.      648,030.      MT  (+/- 180 meters Scaled)
 QW0725
 QW0725                          SUPERSEDED SURVEY CONTROL
 QW0725
 QW0725.No superseded survey control is available for this station.
 QW0725
 QW0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR643849(NAD 83)
 QW0725_MARKER: DV = VERTICAL CONTROL DISK
 QW0725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0725+WITH SETTING: INFORMATION.
 QW0725_SP_SET: METAL ROD DRIVEN INTO GROUND
 QW0725_STAMPING: H 538 RESET 1982
 QW0725_MARK LOGO: NGS   
 QW0725_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0725
 QW0725  HISTORY     - Date     Condition        Report By
 QW0725  HISTORY     - 1982     MONUMENTED       NGS
 QW0725
 QW0725                          STATION DESCRIPTION
 QW0725
 QW0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0725'0.6 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 QW0725'BROADVIEW TO A SIDE ROAD RIGHT, THENCE WEST 0.8 KM (0.50 MI) ALONG
 QW0725'COUNTY ROAD 532 TO THE END OF THE SURFACED ROAD, THENCE LEFT, SOUTH
 QW0725'ALONG THE GRAVELED COUNTY ROAD 532 FOR 22.05 KM (13.70 MI) TO THE
 QW0725'MARK ON THE LEFT, 0.6 M (2.0 FT) NORTH OF A POWER POLE, 8.2 M
 QW0725'(26.9 FT) EAST OF THE CENTER OF THE ROAD.  MARK IS DRIVEN 1.2 FOOT IN
 QW0725'GROUND, SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0474 ***********************************************************************
 TJ0474  DESIGNATION -  H 539
 TJ0474  PID         -  TJ0474
 TJ0474  STATE/COUNTY-  MT/PHILLIPS
 TJ0474  USGS QUAD   -  MALTA NE (1968)
 TJ0474
 TJ0474                         *CURRENT SURVEY CONTROL
 TJ0474  ___________________________________________________________________
 TJ0474* NAD 83(1986)-  48 22 38.     (N)    107 45 16.     (W)     SCALED    
 TJ0474* NAVD 88     -       685.126  (meters)    2247.78   (feet)  ADJUSTED  
 TJ0474  ___________________________________________________________________
 TJ0474  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TJ0474  DYNAMIC HT  -         685.212 (meters)    2248.07  (feet)  COMP
 TJ0474  MODELED GRAV-     980,713.7   (mgal)                       NAVD 88
 TJ0474
 TJ0474  VERT ORDER  -  FIRST     CLASS II
 TJ0474
 TJ0474.The horizontal coordinates were scaled from a topographic map and have
 TJ0474.an estimated accuracy of +/- 6 seconds.
 TJ0474
 TJ0474.The orthometric height was determined by differential leveling
 TJ0474.and adjusted by the National Geodetic Survey in June 1991..
 TJ0474
 TJ0474.The geoid height was determined by GEOID03.
 TJ0474
 TJ0474.The dynamic height is computed by dividing the NAVD 88
 TJ0474.geopotential number by the normal gravity value computed on the
 TJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0474.degrees latitude (g = 980.6199 gals.).
 TJ0474
 TJ0474.The modeled gravity was interpolated from observed gravity values.
 TJ0474
 TJ0474;                    North         East    Units  Estimated Accuracy
 TJ0474;SPC MT       -   460,070.      729,260.      MT  (+/- 180 meters Scaled)
 TJ0474
 TJ0474                          SUPERSEDED SURVEY CONTROL
 TJ0474
 TJ0474.No superseded survey control is available for this station.
 TJ0474
 TJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP960618(NAD 83)
 TJ0474_MARKER: I = METAL ROD
 TJ0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0474_SP_SET: STAINLESS STEEL ROD
 TJ0474_STAMPING: H 539 1980
 TJ0474_MARK LOGO: NGS   
 TJ0474_PROJECTION: FLUSH
 TJ0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0474_ROD/PIPE-DEPTH: 7.3  meters
 TJ0474
 TJ0474  HISTORY     - Date     Condition        Report By
 TJ0474  HISTORY     - 1980     MONUMENTED       NGS
 TJ0474  HISTORY     - 1982     GOOD             NGS
 TJ0474
 TJ0474                          STATION DESCRIPTION
 TJ0474
 TJ0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0474'8.0 KM (4.95 MI) EAST FROM MALTA.
 TJ0474'8.0 KM (4.95 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0474'RAILROAD STATION IN MALTA, THENCE 1.4 KM (0.9 MI) NORTHEAST ALONG A
 TJ0474'PAVED ROAD, 14.9 METERS (49.0 FT) SOUTHEAST OF THE
 TJ0474'CENTERLINE OF THE ROAD, AND 7.3 METERS (24.0 FT)
 TJ0474'NORTHEAST OF THE CENTER OF A FIELD ROAD.  NOTE=ACCESS TO THE DATUM
 TJ0474'POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0474'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 TJ0474'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 TJ0474
 TJ0474                          STATION RECOVERY (1982)
 TJ0474
 TJ0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TJ0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0014 ***********************************************************************
 TM0014  DESIGNATION -  H 54
 TM0014  PID         -  TM0014
 TM0014  STATE/COUNTY-  MT/TOOLE
 TM0014  USGS QUAD   -  BORU SPRING (1966)
 TM0014
 TM0014                         *CURRENT SURVEY CONTROL
 TM0014  ___________________________________________________________________
 TM0014* NAD 83(1986)-  48 34 21.     (N)    112 10 03.     (W)     SCALED    
 TM0014* NAVD 88     -      1104.269  (meters)    3622.92   (feet)  ADJUSTED  
 TM0014  ___________________________________________________________________
 TM0014  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 TM0014  DYNAMIC HT  -        1104.311 (meters)    3623.06  (feet)  COMP
 TM0014  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 TM0014
 TM0014  VERT ORDER  -  FIRST     CLASS II
 TM0014
 TM0014.The horizontal coordinates were scaled from a topographic map and have
 TM0014.an estimated accuracy of +/- 6 seconds.
 TM0014
 TM0014.The orthometric height was determined by differential leveling
 TM0014.and adjusted by the National Geodetic Survey in June 1991..
 TM0014
 TM0014.The geoid height was determined by GEOID03.
 TM0014
 TM0014.The dynamic height is computed by dividing the NAVD 88
 TM0014.geopotential number by the normal gravity value computed on the
 TM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0014.degrees latitude (g = 980.6199 gals.).
 TM0014
 TM0014.The modeled gravity was interpolated from observed gravity values.
 TM0014
 TM0014;                    North         East    Units  Estimated Accuracy
 TM0014;SPC MT       -   483,680.      403,230.      MT  (+/- 180 meters Scaled)
 TM0014
 TM0014                          SUPERSEDED SURVEY CONTROL
 TM0014
 TM0014  NGVD 29 (??/??/92) 1103.197  (m)         3619.41   (f) ADJ UNCH    1 2
 TM0014
 TM0014.Superseded values are not recommended for survey control.
 TM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0014.See file dsdata.txt to determine how the superseded data were derived.
 TM0014
 TM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU138805(NAD 83)
 TM0014_MARKER: DB = BENCH MARK DISK
 TM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0014_STAMPING: H 54 1933
 TM0014_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0014+STABILITY: SURFACE MOTION
 TM0014
 TM0014  HISTORY     - Date     Condition        Report By
 TM0014  HISTORY     - 1933     MONUMENTED       CGS
 TM0014  HISTORY     - 1960     GOOD             DOD
 TM0014  HISTORY     - 1966     POOR             USGS
 TM0014  HISTORY     - 1978     GOOD             NGS
 TM0014
 TM0014                          STATION DESCRIPTION
 TM0014
 TM0014'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0014'2.3 MI NW FROM ETHRIDGE.
 TM0014'2.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0014'AT ETHRIDGE, TOOLE COUNTY, 120 YARDS NORTHWEST OF A SMALL RAVINE, 170
 TM0014'FEET SOUTHWEST OF MILEPOST 1081, 80 FEET SOUTHWEST OF THE TRACK, AND 2
 TM0014'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H
 TM0014'54 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A PORTION OF
 TM0014'THE CEMENT HAS BEEN CHIPPED OFF.
 TM0014
 TM0014                          STATION RECOVERY (1966)
 TM0014
 TM0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TM0014'MARK RECOVERED IN POOR CONDITION.
 TM0014
 TM0014                          STATION RECOVERY (1978)
 TM0014
 TM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0014'9.6 MILES SOUTHEAST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK
 TM0014'RIVER IN CUT BANK.  STATION IS AT THE BASE OF A KNOLL IN THE
 TM0014'SOUTHWEST RAILROAD RIGHT OF WAY FENCE, 0.2 MILE NORTHWEST OF THE
 TM0014'RAILROAD, AND AT MILE POST 1081, 0.35 MILE NORTHWEST ALONG HIGHWAY 2
 TM0014'FROM RANCH BAR AND CAFE, 0.7 MILE WEST OF BENCH MARK K 422, 690
 TM0014'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 2, 75 FEET SOUTHWEST
 TM0014'OF THE SOUTHWEST RAIL, 73 FEET NORTHWEST OF THE NORTHWEST END OF A
 TM0014'WIRE GATE, 2 FEET NORTHEAST OF THE FENCE, AND 2 FEET SOUTH OF A
 TM0014'WITNESS POST.  NOTE=CONCRETE POST IS CHIPPED AROUND THE EDGES BUT
 TM0014'IS STILL SOLID IN THE GROUND.
 TM0014'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0498 ***********************************************************************
 TJ0498  DESIGNATION -  H 540
 TJ0498  PID         -  TJ0498
 TJ0498  STATE/COUNTY-  MT/VALLEY
 TJ0498  USGS QUAD   -  HINSDALE NW (1984)
 TJ0498
 TJ0498                         *CURRENT SURVEY CONTROL
 TJ0498  ___________________________________________________________________
 TJ0498* NAD 83(1986)-  48 26 52.     (N)    107 11 35.     (W)     SCALED    
 TJ0498* NAVD 88     -       657.469  (meters)    2157.05   (feet)  ADJUSTED  
 TJ0498  ___________________________________________________________________
 TJ0498  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TJ0498  DYNAMIC HT  -         657.567 (meters)    2157.37  (feet)  COMP
 TJ0498  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 TJ0498
 TJ0498  VERT ORDER  -  FIRST     CLASS II
 TJ0498
 TJ0498.The horizontal coordinates were scaled from a topographic map and have
 TJ0498.an estimated accuracy of +/- 6 seconds.
 TJ0498
 TJ0498.The orthometric height was determined by differential leveling
 TJ0498.and adjusted by the National Geodetic Survey in June 1991..
 TJ0498
 TJ0498.The geoid height was determined by GEOID03.
 TJ0498
 TJ0498.The dynamic height is computed by dividing the NAVD 88
 TJ0498.geopotential number by the normal gravity value computed on the
 TJ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0498.degrees latitude (g = 980.6199 gals.).
 TJ0498
 TJ0498.The modeled gravity was interpolated from observed gravity values.
 TJ0498
 TJ0498;                    North         East    Units  Estimated Accuracy
 TJ0498;SPC MT       -   468,980.      770,590.      MT  (+/- 180 meters Scaled)
 TJ0498
 TJ0498                          SUPERSEDED SURVEY CONTROL
 TJ0498
 TJ0498.No superseded survey control is available for this station.
 TJ0498
 TJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP378683(NAD 83)
 TJ0498_MARKER: I = METAL ROD
 TJ0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0498_SP_SET: STAINLESS STEEL ROD
 TJ0498_STAMPING: H 540 1980
 TJ0498_MARK LOGO: NGS   
 TJ0498_PROJECTION: FLUSH
 TJ0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0498_ROD/PIPE-DEPTH: 7.3  meters
 TJ0498
 TJ0498  HISTORY     - Date     Condition        Report By
 TJ0498  HISTORY     - 1980     MONUMENTED       NGS
 TJ0498
 TJ0498                          STATION DESCRIPTION
 TJ0498
 TJ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0498'10.3 KM (6.4 MI) NW FROM HINSDALE.
 TJ0498'10.3 KM (6.4 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD
 TJ0498'STATION IN HINSDALE, AT A POINT WHERE THE HIGHWAY CROSSES OVER A SMALL
 TJ0498'STREAM, OR, 11.6 KM (7.2 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE
 TJ0498'RAILROAD STATION IN SACO, 24.3 METERS (79.7 FT) SOUTH OF THE
 TJ0498'CENTERLINE OF THE HIGHWAY, 19.5 METERS (64.0 FT) SOUTH OF THE
 TJ0498'SOUTHEAST CORNER OF A SMALL BRIDGE, 4.7 METERS (15.5 FT) EAST OF THE
 TJ0498'EAST EDGE OF THE STREAM, 0.6 METERS (2.0 FT) NORTHEAST OF A FENCE
 TJ0498'CORNER, AND 0.3 METERS (1.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO THE
 TJ0498'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0498'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TJ0498'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0526 ***********************************************************************
 TJ0526  DESIGNATION -  H 541
 TJ0526  PID         -  TJ0526
 TJ0526  STATE/COUNTY-  MT/VALLEY
 TJ0526  USGS QUAD   -  GLASGOW (1978)
 TJ0526
 TJ0526                         *CURRENT SURVEY CONTROL
 TJ0526  ___________________________________________________________________
 TJ0526* NAD 83(1986)-  48 11 56.     (N)    106 38 53.     (W)     SCALED    
 TJ0526* NAVD 88     -       636.855  (meters)    2089.42   (feet)  ADJUSTED  
 TJ0526  ___________________________________________________________________
 TJ0526  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TJ0526  DYNAMIC HT  -         636.932 (meters)    2089.67  (feet)  COMP
 TJ0526  MODELED GRAV-     980,710.7   (mgal)                       NAVD 88
 TJ0526
 TJ0526  VERT ORDER  -  FIRST     CLASS II
 TJ0526
 TJ0526.The horizontal coordinates were scaled from a topographic map and have
 TJ0526.an estimated accuracy of +/- 6 seconds.
 TJ0526
 TJ0526.The orthometric height was determined by differential leveling
 TJ0526.and adjusted by the National Geodetic Survey in June 1991..
 TJ0526
 TJ0526.The geoid height was determined by GEOID03.
 TJ0526
 TJ0526.The dynamic height is computed by dividing the NAVD 88
 TJ0526.geopotential number by the normal gravity value computed on the
 TJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0526.degrees latitude (g = 980.6199 gals.).
 TJ0526
 TJ0526.The modeled gravity was interpolated from observed gravity values.
 TJ0526
 TJ0526;                    North         East    Units  Estimated Accuracy
 TJ0526;SPC MT       -   442,660.      811,880.      MT  (+/- 180 meters Scaled)
 TJ0526
 TJ0526                          SUPERSEDED SURVEY CONTROL
 TJ0526
 TJ0526.No superseded survey control is available for this station.
 TJ0526
 TJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP775397(NAD 83)
 TJ0526_MARKER: I = METAL ROD
 TJ0526_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TJ0526_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TJ0526_STAMPING: H 541 1980
 TJ0526_MARK LOGO: NGS   
 TJ0526_PROJECTION: FLUSH
 TJ0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TJ0526+STABILITY: POSITION/ELEVATION WELL
 TJ0526_ROD/PIPE-DEPTH: 14.6 meters
 TJ0526_SLEEVE-DEPTH  : 12.2 meters
 TJ0526
 TJ0526  HISTORY     - Date     Condition        Report By
 TJ0526  HISTORY     - 1980     MONUMENTED       NGS
 TJ0526
 TJ0526                          STATION DESCRIPTION
 TJ0526
 TJ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0526'1.0 KM (0.65 MI) NW FROM GLASGOW.
 TJ0526'1.0 KM (0.65 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0526'FROM THE STATION IN GLASGOW, AT THE CROSSING OF A POWER LINE, 41.1
 TJ0526'METERS (134.7 FT) NORTH OF THE NORTH CORNER OF A FENCE AROUND A
 TJ0526'POWER RELAY STATION, 32.7 METERS (107.3 FT) SOUTH OF THE SOUTH CORNER
 TJ0526'OF A 6X8 FT METAL BUILDING, 27.6 METERS (90.7 FT) SOUTHWEST OF THE
 TJ0526'SOUTHWEST RAIL, 5.6 METERS (18.5 FT) SOUTHWEST OF THE CENTER OF A
 TJ0526'TRACK ROAD AND 2.0 METERS (6.6 FT) SOUTHEAST OF A UTILITY POLE.
 TJ0526'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0526'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 TJ0526'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0421 ***********************************************************************
 TH0421  DESIGNATION -  H 542
 TH0421  PID         -  TH0421
 TH0421  STATE/COUNTY-  MT/ROOSEVELT
 TH0421  USGS QUAD   -  WOLF POINT (1989)
 TH0421
 TH0421                         *CURRENT SURVEY CONTROL
 TH0421  ___________________________________________________________________
 TH0421* NAD 83(1986)-  48 05 44.     (N)    105 40 46.     (W)     SCALED    
 TH0421* NAVD 88     -       614.925  (meters)    2017.47   (feet)  ADJUSTED  
 TH0421  ___________________________________________________________________
 TH0421  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TH0421  DYNAMIC HT  -         614.998 (meters)    2017.71  (feet)  COMP
 TH0421  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 TH0421
 TH0421  VERT ORDER  -  FIRST     CLASS II
 TH0421
 TH0421.The horizontal coordinates were scaled from a topographic map and have
 TH0421.an estimated accuracy of +/- 6 seconds.
 TH0421
 TH0421.The orthometric height was determined by differential leveling
 TH0421.and adjusted by the National Geodetic Survey in June 1991..
 TH0421
 TH0421.The geoid height was determined by GEOID03.
 TH0421
 TH0421.The dynamic height is computed by dividing the NAVD 88
 TH0421.geopotential number by the normal gravity value computed on the
 TH0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0421.degrees latitude (g = 980.6199 gals.).
 TH0421
 TH0421.The modeled gravity was interpolated from observed gravity values.
 TH0421
 TH0421;                    North         East    Units  Estimated Accuracy
 TH0421;SPC MT       -   434,250.      884,350.      MT  (+/- 180 meters Scaled)
 TH0421
 TH0421                          SUPERSEDED SURVEY CONTROL
 TH0421
 TH0421.No superseded survey control is available for this station.
 TH0421
 TH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP494271(NAD 83)
 TH0421_MARKER: DB = BENCH MARK DISK
 TH0421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TH0421_SP_SET: ABUTMENT
 TH0421_STAMPING: H 542 1980
 TH0421_MARK LOGO: NGS   
 TH0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0421
 TH0421  HISTORY     - Date     Condition        Report By
 TH0421  HISTORY     - 1980     MONUMENTED       NGS
 TH0421
 TH0421                          STATION DESCRIPTION
 TH0421
 TH0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0421'2.7 KM (1.7 MI) WEST FROM WOLF POINT.
 TH0421'2.7 KM (1.7 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION
 TH0421'WITH STATE HIGHWAY 13W IN WOLF POINT, AT A BRIDGE CROSSING WOLF
 TH0421'CREEK, IN THE WEST END OF THE SOUTHWEST BRIDGE ABUTMENT, 4.6 METERS
 TH0421'(15.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 METER
 TH0421'(2.0 FT) EAST OF THE SOUTHWEST END OF THE BRIDGE.
 TH0421'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0434 ***********************************************************************
 TH0434  DESIGNATION -  H 543
 TH0434  PID         -  TH0434
 TH0434  STATE/COUNTY-  MT/ROOSEVELT
 TH0434  USGS QUAD   -  CHELSEA NW (1972)
 TH0434
 TH0434                         *CURRENT SURVEY CONTROL
 TH0434  ___________________________________________________________________
 TH0434* NAD 83(1986)-  48 07 46.     (N)    105 25 30.     (W)     SCALED    
 TH0434* NAVD 88     -       603.381  (meters)    1979.59   (feet)  ADJUSTED  
 TH0434  ___________________________________________________________________
 TH0434  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 TH0434  DYNAMIC HT  -         603.454 (meters)    1979.83  (feet)  COMP
 TH0434  MODELED GRAV-     980,713.6   (mgal)                       NAVD 88
 TH0434
 TH0434  VERT ORDER  -  FIRST     CLASS II
 TH0434
 TH0434.The horizontal coordinates were scaled from a topographic map and have
 TH0434.an estimated accuracy of +/- 6 seconds.
 TH0434
 TH0434.The orthometric height was determined by differential leveling
 TH0434.and adjusted by the National Geodetic Survey in June 1991..
 TH0434
 TH0434.The geoid height was determined by GEOID03.
 TH0434
 TH0434.The dynamic height is computed by dividing the NAVD 88
 TH0434.geopotential number by the normal gravity value computed on the
 TH0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0434.degrees latitude (g = 980.6199 gals.).
 TH0434
 TH0434.The modeled gravity was interpolated from observed gravity values.
 TH0434
 TH0434;                    North         East    Units  Estimated Accuracy
 TH0434;SPC MT       -   438,970.      903,070.      MT  (+/- 180 meters Scaled)
 TH0434
 TH0434                          SUPERSEDED SURVEY CONTROL
 TH0434
 TH0434.No superseded survey control is available for this station.
 TH0434
 TH0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP683307(NAD 83)
 TH0434_MARKER: I = METAL ROD
 TH0434_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TH0434_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TH0434_STAMPING: H 543 1980
 TH0434_MARK LOGO: NGS   
 TH0434_PROJECTION: FLUSH
 TH0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TH0434+STABILITY: POSITION/ELEVATION WELL
 TH0434_ROD/PIPE-DEPTH: 13.1 meters
 TH0434_SLEEVE-DEPTH  : 12.2 meters
 TH0434
 TH0434  HISTORY     - Date     Condition        Report By
 TH0434  HISTORY     - 1980     MONUMENTED       NGS
 TH0434
 TH0434                          STATION DESCRIPTION
 TH0434
 TH0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0434'16.7 KM (10.4 MI) EAST FROM WOLF POINT.
 TH0434'16.7 KM (10.4 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION
 TH0434'WTH STATE HIGHWAY 13W IN WOLF POINT, 38.0 METERS (124.7 FT) SOUTHEAST
 TH0434'OF MILE POST 601, 32.0 METERS (105.0 FT) EAST OF A DOUBLE UTILITY
 TH0434'POLE, 23.9 METERS (78.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 TH0434'16.8 METERS (55.0 FT) WEST OF THE CENTER OF A GATE, AND 3.0 METERS
 TH0434'(9.7 FT) EAST OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 43.0
 TH0434'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0434'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST AND FENCE
 TH0434'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0456 ***********************************************************************
 TH0456  DESIGNATION -  H 544
 TH0456  PID         -  TH0456
 TH0456  STATE/COUNTY-  MT/ROOSEVELT
 TH0456  USGS QUAD   -  SPROLE (1989)
 TH0456
 TH0456                         *CURRENT SURVEY CONTROL
 TH0456  ___________________________________________________________________
 TH0456* NAD 83(1986)-  48 06 28.     (N)    105 01 48.     (W)     SCALED    
 TH0456* NAVD 88     -       608.100  (meters)    1995.07   (feet)  ADJUSTED  
 TH0456  ___________________________________________________________________
 TH0456  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 TH0456  DYNAMIC HT  -         608.172 (meters)    1995.31  (feet)  COMP
 TH0456  MODELED GRAV-     980,709.5   (mgal)                       NAVD 88
 TH0456
 TH0456  VERT ORDER  -  FIRST     CLASS II
 TH0456
 TH0456.The horizontal coordinates were scaled from a topographic map and have
 TH0456.an estimated accuracy of +/- 6 seconds.
 TH0456
 TH0456.The orthometric height was determined by differential leveling
 TH0456.and adjusted by the National Geodetic Survey in June 1991..
 TH0456
 TH0456.The geoid height was determined by GEOID03.
 TH0456
 TH0456.The dynamic height is computed by dividing the NAVD 88
 TH0456.geopotential number by the normal gravity value computed on the
 TH0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0456.degrees latitude (g = 980.6199 gals.).
 TH0456
 TH0456.The modeled gravity was interpolated from observed gravity values.
 TH0456
 TH0456;                    North         East    Units  Estimated Accuracy
 TH0456;SPC MT       -   438,170.      932,560.      MT  (+/- 180 meters Scaled)
 TH0456
 TH0456                          SUPERSEDED SURVEY CONTROL
 TH0456
 TH0456.No superseded survey control is available for this station.
 TH0456
 TH0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP977282(NAD 83)
 TH0456_MARKER: I = METAL ROD
 TH0456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0456_SP_SET: STAINLESS STEEL ROD
 TH0456_STAMPING: H 544 1980
 TH0456_MARK LOGO: NGS   
 TH0456_PROJECTION: FLUSH
 TH0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0456_ROD/PIPE-DEPTH: 7.3  meters
 TH0456
 TH0456  HISTORY     - Date     Condition        Report By
 TH0456  HISTORY     - 1980     MONUMENTED       NGS
 TH0456
 TH0456                          STATION DESCRIPTION
 TH0456
 TH0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0456'12.2 KM (7.55 MI) EAST FROM POPLAR.
 TH0456'12.2 KM (7.55 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0456'TRIBAL HEADQUARTERS IN POPLAR, 1.0 KM (0.6 MI) EAST OF STATE HIGHWAY
 TH0456'480, 0.4 KM (0.25 MI) WEST OF MILE MARKER 620, 43.1 METERS (141.5 FT)
 TH0456'NORTHEAST OF A RAILROAD SIGNAL, 40.6 METERS (133.2 FT) NORTHEAST OF
 TH0456'RAILROAD MILE POST 199, 31.9 METERS (104.5 FT) SOUTH OF THE CENTERLINE
 TH0456'OF THE HIGHWAY, 17.3 METERS (56.6 FT) NORTH OF THE NEAR RAIL, AND
 TH0456'2.3 METERS (7.4 FT) WEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED
 TH0456'AT 24.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0456'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 TH0456'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0542 ***********************************************************************
 TH0542  DESIGNATION -  H 545
 TH0542  PID         -  TH0542
 TH0542  STATE/COUNTY-  MT/ROOSEVELT
 TH0542  USGS QUAD   -  FROID (1983)
 TH0542
 TH0542                         *CURRENT SURVEY CONTROL
 TH0542  ___________________________________________________________________
 TH0542* NAD 83(1986)-  48 17 49.     (N)    104 29 51.     (W)     SCALED    
 TH0542* NAVD 88     -       637.091  (meters)    2090.19   (feet)  ADJUSTED  
 TH0542  ___________________________________________________________________
 TH0542  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 TH0542  DYNAMIC HT  -         637.181 (meters)    2090.48  (feet)  COMP
 TH0542  MODELED GRAV-     980,731.4   (mgal)                       NAVD 88
 TH0542
 TH0542  VERT ORDER  -  FIRST     CLASS II
 TH0542
 TH0542.The horizontal coordinates were scaled from a topographic map and have
 TH0542.an estimated accuracy of +/- 6 seconds.
 TH0542
 TH0542.The orthometric height was determined by differential leveling
 TH0542.and adjusted by the National Geodetic Survey in June 1991..
 TH0542
 TH0542.The geoid height was determined by GEOID03.
 TH0542
 TH0542.The dynamic height is computed by dividing the NAVD 88
 TH0542.geopotential number by the normal gravity value computed on the
 TH0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0542.degrees latitude (g = 980.6199 gals.).
 TH0542
 TH0542.The modeled gravity was interpolated from observed gravity values.
 TH0542
 TH0542;                    North         East    Units  Estimated Accuracy
 TH0542;SPC MT       -   461,550.      970,780.      MT  (+/- 180 meters Scaled)
 TH0542
 TH0542                          SUPERSEDED SURVEY CONTROL
 TH0542
 TH0542.No superseded survey control is available for this station.
 TH0542
 TH0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP372494(NAD 83)
 TH0542_MARKER: I = METAL ROD
 TH0542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0542_SP_SET: STAINLESS STEEL ROD
 TH0542_STAMPING: H 545 1980
 TH0542_MARK LOGO: NGS   
 TH0542_PROJECTION: FLUSH
 TH0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0542_ROD/PIPE-DEPTH: 4.6  meters
 TH0542
 TH0542  HISTORY     - Date     Condition        Report By
 TH0542  HISTORY     - 1980     MONUMENTED       NGS
 TH0542
 TH0542                          STATION DESCRIPTION
 TH0542
 TH0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0542'4.5 KM (2.8 MI) SOUTH FROM FROID.
 TH0542'0.2 KM (0.15 MI) SOUTHWEST ALONG COUNTY ROAD 405 FROM THE RAILROAD
 TH0542'STATION IN FROID, THENCE SOUTH 4.3 KM (2.65 MI) SOUTH ALONG STATE
 TH0542'HIGHWAY 16, AT A FIELD ENTRANCE ROAD,
 TH0542'24.2 METERS (79.4 FT) EAST OF THE CENTERLINE OF THE
 TH0542'HIGHWAY, 17.7 METERS (58.0 FT) NORTH OF THE CENTER OF A FIELD
 TH0542'ENTRANCE ROAD.  NOTE=REFUSAL WAS REACHED AT 15.0 FT.  ACCESS TO THE
 TH0542'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0542'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 TH0542'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0518 ***********************************************************************
 TH0518  DESIGNATION -  H 547
 TH0518  PID         -  TH0518
 TH0518  STATE/COUNTY-  MT/SHERIDAN
 TH0518  USGS QUAD   -  RESERVE (1988)
 TH0518
 TH0518                         *CURRENT SURVEY CONTROL
 TH0518  ___________________________________________________________________
 TH0518* NAD 83(1986)-  48 37 20.     (N)    104 26 20.     (W)     SCALED    
 TH0518* NAVD 88     -       598.372  (meters)    1963.16   (feet)  ADJUSTED  
 TH0518  ___________________________________________________________________
 TH0518  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TH0518  DYNAMIC HT  -         598.471 (meters)    1963.48  (feet)  COMP
 TH0518  MODELED GRAV-     980,757.0   (mgal)                       NAVD 88
 TH0518
 TH0518  VERT ORDER  -  FIRST     CLASS II
 TH0518
 TH0518.The horizontal coordinates were scaled from a topographic map and have
 TH0518.an estimated accuracy of +/- 6 seconds.
 TH0518
 TH0518.The orthometric height was determined by differential leveling
 TH0518.and adjusted by the National Geodetic Survey in June 1991..
 TH0518
 TH0518.The geoid height was determined by GEOID03.
 TH0518
 TH0518.The dynamic height is computed by dividing the NAVD 88
 TH0518.geopotential number by the normal gravity value computed on the
 TH0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0518.degrees latitude (g = 980.6199 gals.).
 TH0518
 TH0518.The modeled gravity was interpolated from observed gravity values.
 TH0518
 TH0518;                    North         East    Units  Estimated Accuracy
 TH0518;SPC MT       -   497,910.      972,790.      MT  (+/- 180 meters Scaled)
 TH0518
 TH0518                          SUPERSEDED SURVEY CONTROL
 TH0518
 TH0518.No superseded survey control is available for this station.
 TH0518
 TH0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP413856(NAD 83)
 TH0518_MARKER: I = METAL ROD
 TH0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0518_SP_SET: STAINLESS STEEL ROD
 TH0518_STAMPING: H 547 1981
 TH0518_MARK LOGO: NGS   
 TH0518_PROJECTION: FLUSH
 TH0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0518_ROD/PIPE-DEPTH: 4.9  meters
 TH0518
 TH0518  HISTORY     - Date     Condition        Report By
 TH0518  HISTORY     - 1981     MONUMENTED       NGS
 TH0518
 TH0518                          STATION DESCRIPTION
 TH0518
 TH0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0518'15.7 KM (9.75 MI) NORTH FROM MEDICINE LAKE.
 TH0518'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0518'MEDICINE LAKE, THENCE 15.1 KM (9.4 MI) NORTHERLY ALONG STATE HIGHWAY
 TH0518'16, 0.3 KM (0.2 MI) NORTH OF MILE POST 55, 23.6 METERS (77.5 FT)
 TH0518'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 METER (1.0 FT) EAST
 TH0518'OF A WIRE FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TH0518'5-INCH LOGO CAP.
 TH0518'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TH0518'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0493 ***********************************************************************
 TH0493  DESIGNATION -  H 548
 TH0493  PID         -  TH0493
 TH0493  STATE/COUNTY-  MT/SHERIDAN
 TH0493  USGS QUAD   -  RAYMOND (1983)
 TH0493
 TH0493                         *CURRENT SURVEY CONTROL
 TH0493  ___________________________________________________________________
 TH0493* NAD 83(1986)-  48 58 00.     (N)    104 34 29.     (W)     SCALED    
 TH0493* NAVD 88     -       754.738  (meters)    2476.17   (feet)  ADJUSTED  
 TH0493  ___________________________________________________________________
 TH0493  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 TH0493  DYNAMIC HT  -         754.867 (meters)    2476.59  (feet)  COMP
 TH0493  MODELED GRAV-     980,755.2   (mgal)                       NAVD 88
 TH0493
 TH0493  VERT ORDER  -  FIRST     CLASS II
 TH0493
 TH0493.The horizontal coordinates were scaled from a topographic map and have
 TH0493.an estimated accuracy of +/- 6 seconds.
 TH0493
 TH0493.The orthometric height was determined by differential leveling
 TH0493.and adjusted by the National Geodetic Survey in June 1991..
 TH0493
 TH0493.The geoid height was determined by GEOID03.
 TH0493
 TH0493.The dynamic height is computed by dividing the NAVD 88
 TH0493.geopotential number by the normal gravity value computed on the
 TH0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0493.degrees latitude (g = 980.6199 gals.).
 TH0493
 TH0493.The modeled gravity was interpolated from observed gravity values.
 TH0493
 TH0493;                    North         East    Units  Estimated Accuracy
 TH0493;SPC MT       -   535,500.      960,390.      MT  (+/- 180 meters Scaled)
 TH0493
 TH0493                          SUPERSEDED SURVEY CONTROL
 TH0493
 TH0493.No superseded survey control is available for this station.
 TH0493
 TH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ311238(NAD 83)
 TH0493_MARKER: I = METAL ROD
 TH0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0493_SP_SET: STAINLESS STEEL ROD
 TH0493_STAMPING: H 548 1981
 TH0493_MARK LOGO: NGS   
 TH0493_PROJECTION: FLUSH
 TH0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0493_ROD/PIPE-DEPTH: 7.3  meters
 TH0493
 TH0493  HISTORY     - Date     Condition        Report By
 TH0493  HISTORY     - 1981     MONUMENTED       NGS
 TH0493
 TH0493                          STATION DESCRIPTION
 TH0493
 TH0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0493'3.4 KM (2.1 MI) SOUTH FROM REGWAY.
 TH0493'3.4 KM (2.1 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE UNITED
 TH0493'STATES-CANADIAN BORDER AT REGWAY, AT A GRAVELED CROSSROAD, 18.8 METERS
 TH0493'(61.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 7.7 METERS
 TH0493'(25.3 FT) SOUTH OF THE CENTER OF THE GRAVELED ROAD LEADING EAST.
 TH0493'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0493'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TH0493'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0571 ***********************************************************************
 TH0571  DESIGNATION -  H 549
 TH0571  PID         -  TH0571
 TH0571  STATE/COUNTY-  MT/ROOSEVELT
 TH0571  USGS QUAD   -  RED BANK CREEK (1989)
 TH0571
 TH0571                         *CURRENT SURVEY CONTROL
 TH0571  ___________________________________________________________________
 TH0571* NAD 83(1999)-  48 08 15.87494(N)    104 02 54.70445(W)     ADJUSTED  
 TH0571* NAVD 88     -       681.269  (meters)    2235.13   (feet)  ADJUSTED  
 TH0571  ___________________________________________________________________
 TH0571  X           -  -1,035,244.855 (meters)                     COMP
 TH0571  Y           -  -4,137,208.983 (meters)                     COMP
 TH0571  Z           -   4,727,604.835 (meters)                     COMP
 TH0571  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 TH0571  ELLIP HEIGHT-         663.14  (meters)          (05/11/01) GPS OBS
 TH0571  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TH0571  DYNAMIC HT  -         681.340 (meters)    2235.36  (feet)  COMP
 TH0571  MODELED GRAV-     980,692.1   (mgal)                       NAVD 88
 TH0571
 TH0571  HORZ ORDER  -  FIRST
 TH0571  VERT ORDER  -  FIRST     CLASS II
 TH0571  ELLP ORDER  -  FOURTH    CLASS I
 TH0571
 TH0571.The horizontal coordinates were established by GPS observations
 TH0571.and adjusted by the National Geodetic Survey in May 2001..
 TH0571.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TH0571.DATUM ITEM on the data sheet items page.
 TH0571
 TH0571.The orthometric height was determined by differential leveling
 TH0571.and adjusted by the National Geodetic Survey in June 1991..
 TH0571
 TH0571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TH0571
 TH0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0571
 TH0571.The ellipsoidal height was determined by GPS observations
 TH0571.and is referenced to NAD 83.
 TH0571
 TH0571.The geoid height was determined by GEOID03.
 TH0571
 TH0571.The dynamic height is computed by dividing the NAVD 88
 TH0571.geopotential number by the normal gravity value computed on the
 TH0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0571.degrees latitude (g = 980.6199 gals.).
 TH0571
 TH0571.The modeled gravity was interpolated from observed gravity values.
 TH0571
 TH0571;                    North         East     Units Scale Factor Converg.
 TH0571;SPC MT       -   446,113.053 1,005,238.558   MT  0.99958614   +3 59 16.0
 TH0571;SPC MT       - 1,463,625.50  3,298,026.77   iFT  0.99958614   +3 59 16.0
 TH0571;UTM  13      - 5,332,047.720   570,785.966   MT  0.99966157   +0 42 31.1
 TH0571
 TH0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0571!SPC MT       -   0.99989608  x   0.99958614  =   0.99948226
 TH0571!UTM  13      -   0.99989608  x   0.99966157  =   0.99955768
 TH0571
 TH0571                          SUPERSEDED SURVEY CONTROL
 TH0571
 TH0571  NAD 83(1992)-  48 08 15.87410(N)    104 02 54.70417(W) AD(       ) 1
 TH0571  ELLIP H (08/25/95)  663.25   (m)                       GP(       ) 3 2
 TH0571
 TH0571.Superseded values are not recommended for survey control.
 TH0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0571.See file dsdata.txt to determine how the superseded data were derived.
 TH0571
 TH0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP7078632048(NAD 83)
 TH0571_MARKER: I = METAL ROD
 TH0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0571_SP_SET: STAINLESS STEEL ROD
 TH0571_STAMPING: H 549 1981
 TH0571_MARK LOGO: NGS   
 TH0571_PROJECTION: FLUSH
 TH0571_MAGNETIC: I = MARKER IS A STEEL ROD
 TH0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0571+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 TH0571_ROD/PIPE-DEPTH: 4.9  meters
 TH0571
 TH0571  HISTORY     - Date     Condition        Report By
 TH0571  HISTORY     - 1981     MONUMENTED       NGS
 TH0571  HISTORY     - 19941003 GOOD             MTDOT
 TH0571
 TH0571                          STATION DESCRIPTION
 TH0571
 TH0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0571'24.1 KM (14.95 MI) WEST FROM WILLISTON.
 TH0571'24.1 KM (14.95 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0571'WITH U.S. HIGHWAY 85 IN WILLISTON, 0.2 KM (0.1 MI) WEST OF THE
 TH0571'MONTANA-NORTH DAKOTA STATE LINE, 25.6 METERS (84.0 FT) SOUTH OF THE
 TH0571'CENTERLINE OF THE HIGHWAY, 16.2 METERS (53.0 FT) SOUTHEAST OF MILE
 TH0571'POST 667 AND 0.3 METER (1.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO THE
 TH0571'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0571'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TH0571'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 TH0571
 TH0571                          STATION RECOVERY (1994)
 TH0571
 TH0571'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 TH0571'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0272 ***********************************************************************
 SP0272  DESIGNATION -  H 550
 SP0272  PID         -  SP0272
 SP0272  STATE/COUNTY-  MT/DAWSON
 SP0272  USGS QUAD   -  SAVAGE SW (1966)
 SP0272
 SP0272                         *CURRENT SURVEY CONTROL
 SP0272  ___________________________________________________________________
 SP0272* NAD 83(1986)-  47 19 31.     (N)    104 29 22.     (W)     SCALED    
 SP0272* NAVD 88     -       630.762  (meters)    2069.43   (feet)  ADJUSTED  
 SP0272  ___________________________________________________________________
 SP0272  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 SP0272  DYNAMIC HT  -         630.801 (meters)    2069.55  (feet)  COMP
 SP0272  MODELED GRAV-     980,653.9   (mgal)                       NAVD 88
 SP0272
 SP0272  VERT ORDER  -  FIRST     CLASS II
 SP0272
 SP0272.The horizontal coordinates were scaled from a topographic map and have
 SP0272.an estimated accuracy of +/- 6 seconds.
 SP0272
 SP0272.The orthometric height was determined by differential leveling
 SP0272.and adjusted by the National Geodetic Survey in June 1991..
 SP0272
 SP0272.The geoid height was determined by GEOID03.
 SP0272
 SP0272.The dynamic height is computed by dividing the NAVD 88
 SP0272.geopotential number by the normal gravity value computed on the
 SP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0272.degrees latitude (g = 980.6199 gals.).
 SP0272
 SP0272.The modeled gravity was interpolated from observed gravity values.
 SP0272
 SP0272;                    North         East    Units  Estimated Accuracy
 SP0272;SPC MT       -   353,820.      978,280.      MT  (+/- 180 meters Scaled)
 SP0272
 SP0272                          SUPERSEDED SURVEY CONTROL
 SP0272
 SP0272.No superseded survey control is available for this station.
 SP0272
 SP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN385414(NAD 83)
 SP0272_MARKER: I = METAL ROD
 SP0272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0272_SP_SET: STAINLESS STEEL ROD
 SP0272_STAMPING: H 550 1981
 SP0272_PROJECTION: FLUSH
 SP0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0272_ROD/PIPE-DEPTH: 9.8  meters
 SP0272
 SP0272  HISTORY     - Date     Condition        Report By
 SP0272  HISTORY     - 1981     MONUMENTED       NGS
 SP0272
 SP0272                          STATION DESCRIPTION
 SP0272
 SP0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0272'18.9 KM (11.75 MI) SW FROM SAVAGE.
 SP0272'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0272'SAVAGE, THENCE 18.5 KM (11.5 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 16,
 SP0272'24.4 METERS (80.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SP0272'11.9 METERS (39.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 SP0272'LEADING EAST AND 0.3 METER (1.0 FT) WEST-NORTHWEST OF A FENCE.
 SP0272'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0272'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 SP0272'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0385 ***********************************************************************
 RT0385  DESIGNATION -  H 551
 RT0385  PID         -  RT0385
 RT0385  STATE/COUNTY-  MT/PRAIRIE
 RT0385  USGS QUAD   -  FALLON SW (1983)
 RT0385
 RT0385                         *CURRENT SURVEY CONTROL
 RT0385  ___________________________________________________________________
 RT0385* NAD 83(1986)-  46 48 44.     (N)    105 12 04.     (W)     SCALED    
 RT0385* NAVD 88     -       661.555  (meters)    2170.45   (feet)  ADJUSTED  
 RT0385  ___________________________________________________________________
 RT0385  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 RT0385  DYNAMIC HT  -         661.544 (meters)    2170.42  (feet)  COMP
 RT0385  MODELED GRAV-     980,574.9   (mgal)                       NAVD 88
 RT0385
 RT0385  VERT ORDER  -  FIRST     CLASS II
 RT0385
 RT0385.The horizontal coordinates were scaled from a topographic map and have
 RT0385.an estimated accuracy of +/- 6 seconds.
 RT0385
 RT0385.The orthometric height was determined by differential leveling
 RT0385.and adjusted by the National Geodetic Survey in June 1991..
 RT0385
 RT0385.The geoid height was determined by GEOID03.
 RT0385
 RT0385.The dynamic height is computed by dividing the NAVD 88
 RT0385.geopotential number by the normal gravity value computed on the
 RT0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0385.degrees latitude (g = 980.6199 gals.).
 RT0385
 RT0385.The modeled gravity was interpolated from observed gravity values.
 RT0385
 RT0385;                    North         East    Units  Estimated Accuracy
 RT0385;SPC MT       -   293,710.      927,740.      MT  (+/- 180 meters Scaled)
 RT0385
 RT0385                          SUPERSEDED SURVEY CONTROL
 RT0385
 RT0385.No superseded survey control is available for this station.
 RT0385
 RT0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM846843(NAD 83)
 RT0385_MARKER: I = METAL ROD
 RT0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0385_SP_SET: STAINLESS STEEL ROD
 RT0385_STAMPING: H 551 1981
 RT0385_MARK LOGO: NGS   
 RT0385_PROJECTION: FLUSH
 RT0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0385_ROD/PIPE-DEPTH: 11.0 meters
 RT0385
 RT0385  HISTORY     - Date     Condition        Report By
 RT0385  HISTORY     - 1981     MONUMENTED       NGS
 RT0385
 RT0385                          STATION DESCRIPTION
 RT0385
 RT0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0385'6.6 KM (4.1 MI) SW FROM FALLON.
 RT0385'6.6 KM (4.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0385'FROM THE RAILROAD STATION IN FALLON, 23.5 METERS (77.0 FT) NORTHWEST
 RT0385'OF THE CENTERLINE OF A FRONTAGE ROAD, 23.3 METERS (76.5 FT) SOUTHEAST
 RT0385'OF THE NEAR RAIL AND 2.7 METERS (9.0 FT) EAST OF A UTILITY POLE.
 RT0385'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RT0385'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RT0385'THE MARK IS 4.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0445 ***********************************************************************
 RU0445  DESIGNATION -  H 552
 RU0445  PID         -  RU0445
 RU0445  STATE/COUNTY-  MT/TREASURE
 RU0445  USGS QUAD   -  SANDERS (1984)
 RU0445
 RU0445                         *CURRENT SURVEY CONTROL
 RU0445  ___________________________________________________________________
 RU0445* NAD 83(1986)-  46 17 42.     (N)    107 02 44.     (W)     SCALED    
 RU0445* NAVD 88     -       789.075  (meters)    2588.82   (feet)  ADJUSTED  
 RU0445  ___________________________________________________________________
 RU0445  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 RU0445  DYNAMIC HT  -         788.995 (meters)    2588.56  (feet)  COMP
 RU0445  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 RU0445
 RU0445  VERT ORDER  -  FIRST     CLASS II
 RU0445
 RU0445.The horizontal coordinates were scaled from a topographic map and have
 RU0445.an estimated accuracy of +/- 6 seconds.
 RU0445
 RU0445.The orthometric height was determined by differential leveling
 RU0445.and adjusted by the National Geodetic Survey in June 1991..
 RU0445
 RU0445.The geoid height was determined by GEOID03.
 RU0445
 RU0445.The dynamic height is computed by dividing the NAVD 88
 RU0445.geopotential number by the normal gravity value computed on the
 RU0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0445.degrees latitude (g = 980.6199 gals.).
 RU0445
 RU0445.The modeled gravity was interpolated from observed gravity values.
 RU0445
 RU0445;                    North         East    Units  Estimated Accuracy
 RU0445;SPC MT       -   230,210.      788,990.      MT  (+/- 180 meters Scaled)
 RU0445
 RU0445                          SUPERSEDED SURVEY CONTROL
 RU0445
 RU0445.No superseded survey control is available for this station.
 RU0445
 RU0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM424288(NAD 83)
 RU0445_MARKER: I = METAL ROD
 RU0445_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RU0445_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RU0445_STAMPING: H 552 1981
 RU0445_MARK LOGO: NGS   
 RU0445_PROJECTION: FLUSH
 RU0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0445+STABILITY: POSITION/ELEVATION WELL
 RU0445_ROD/PIPE-DEPTH: 12.8 meters
 RU0445_SLEEVE-DEPTH  : 12.2 meters
 RU0445
 RU0445  HISTORY     - Date     Condition        Report By
 RU0445  HISTORY     - 1981     MONUMENTED       NGS
 RU0445
 RU0445                          STATION DESCRIPTION
 RU0445
 RU0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0445'17.8 KM (11.05 MI) EAST FROM HYSHAM.
 RU0445'17.8 KM (11.05 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0445'FROM THE RAILROAD STATION IN HYSHAM, 18.7 METERS (61.5 FT) NORTH OF
 RU0445'THE NEAR RAIL, 7.0 METERS (23.0 FT) SOUTH OF THE CENTER OF A
 RU0445'GRAVELEDED ROAD, AND 1.2 METERS (4.0 FT) SOUTH OF A FENCE.
 RU0445'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0445'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 RU0445'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0404 ***********************************************************************
 QW0404  DESIGNATION -  H 553
 QW0404  PID         -  QW0404
 QW0404  STATE/COUNTY-  MT/YELLOWSTONE
 QW0404  USGS QUAD   -  BILLINGS EAST (1975)
 QW0404
 QW0404                         *CURRENT SURVEY CONTROL
 QW0404  ___________________________________________________________________
 QW0404* NAD 83(1986)-  45 50 13.     (N)    108 23 00.     (W)     SCALED    
 QW0404* NAVD 88     -       959.737  (meters)    3148.74   (feet)  ADJUSTED  
 QW0404  ___________________________________________________________________
 QW0404  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 QW0404  DYNAMIC HT  -         959.532 (meters)    3148.06  (feet)  COMP
 QW0404  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 QW0404
 QW0404  VERT ORDER  -  FIRST     CLASS II
 QW0404
 QW0404.The horizontal coordinates were scaled from a topographic map and have
 QW0404.an estimated accuracy of +/- 6 seconds.
 QW0404
 QW0404.The orthometric height was determined by differential leveling
 QW0404.and adjusted by the National Geodetic Survey in June 1991..
 QW0404
 QW0404.The geoid height was determined by GEOID03.
 QW0404
 QW0404.The dynamic height is computed by dividing the NAVD 88
 QW0404.geopotential number by the normal gravity value computed on the
 QW0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0404.degrees latitude (g = 980.6199 gals.).
 QW0404
 QW0404.The modeled gravity was interpolated from observed gravity values.
 QW0404
 QW0404;                    North         East    Units  Estimated Accuracy
 QW0404;SPC MT       -   176,980.      686,720.      MT  (+/- 180 meters Scaled)
 QW0404
 QW0404                          SUPERSEDED SURVEY CONTROL
 QW0404
 QW0404.No superseded survey control is available for this station.
 QW0404
 QW0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR032792(NAD 83)
 QW0404_MARKER: DB = BENCH MARK DISK
 QW0404_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0404_SP_SET: BRIDGE PIER
 QW0404_STAMPING: H 553 1981
 QW0404_MARK LOGO: NGS   
 QW0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0404+STABILITY: POSITION/ELEVATION WELL
 QW0404
 QW0404  HISTORY     - Date     Condition        Report By
 QW0404  HISTORY     - 1981     MONUMENTED       NGS
 QW0404
 QW0404                          STATION DESCRIPTION
 QW0404
 QW0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0404'12.0 KM (7.45 MI) NE FROM BILLINGS.
 QW0404'10.5 KM (6.55 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0404'FROM THE RAILROAD STATION IN BILLINGS, THENCE 1.4 KM (0.9 MI) EAST AND
 QW0404'SOUTH ALONG A PAVED ROAD, OR, 0.4 KM (0.25 MI) SOUTHWEST ALONG THE
 QW0404'BURLINGTON NORTHERN RAILROAD FROM THE RAILROAD STATION IN HUNTLEY,
 QW0404'THENCE 0.7 KM (0.45 MI) SOUTH ALONG A PAVED ROAD, THENCE 8.0 KM (4.95
 QW0404'MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE
 QW0404'WEST FACE OF THE MOST SOUTHEASTERLY 1 OF 2 PIERS OF THE EAST BOUND
 QW0404'OVERPASS OF THE HIGHWAY AND 6.7 METERS (22.0 FT) NORTHEAST OF THE
 QW0404'CENTER OF THE ROAD.
 QW0404'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0420 ***********************************************************************
 RU0420  DESIGNATION -  H 554
 RU0420  PID         -  RU0420
 RU0420  STATE/COUNTY-  MT/YELLOWSTONE
 RU0420  USGS QUAD   -  CUSTER (1980)
 RU0420
 RU0420                         *CURRENT SURVEY CONTROL
 RU0420  ___________________________________________________________________
 RU0420* NAD 83(1986)-  46 08 20.     (N)    107 30 28.     (W)     SCALED    
 RU0420* NAVD 88     -       876.466  (meters)    2875.54   (feet)  ADJUSTED  
 RU0420  ___________________________________________________________________
 RU0420  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 RU0420  DYNAMIC HT  -         876.345 (meters)    2875.14  (feet)  COMP
 RU0420  MODELED GRAV-     980,447.7   (mgal)                       NAVD 88
 RU0420
 RU0420  VERT ORDER  -  FIRST     CLASS II
 RU0420
 RU0420.The horizontal coordinates were scaled from a topographic map and have
 RU0420.an estimated accuracy of +/- 6 seconds.
 RU0420
 RU0420.The orthometric height was determined by differential leveling
 RU0420.and adjusted by the National Geodetic Survey in June 1991..
 RU0420
 RU0420.The geoid height was determined by GEOID03.
 RU0420
 RU0420.The dynamic height is computed by dividing the NAVD 88
 RU0420.geopotential number by the normal gravity value computed on the
 RU0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0420.degrees latitude (g = 980.6199 gals.).
 RU0420
 RU0420.The modeled gravity was interpolated from observed gravity values.
 RU0420
 RU0420;                    North         East    Units  Estimated Accuracy
 RU0420;SPC MT       -   211,870.      753,850.      MT  (+/- 180 meters Scaled)
 RU0420
 RU0420                          SUPERSEDED SURVEY CONTROL
 RU0420
 RU0420.No superseded survey control is available for this station.
 RU0420
 RU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM063125(NAD 83)
 RU0420_MARKER: DB = BENCH MARK DISK
 RU0420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RU0420_SP_SET: PIER
 RU0420_STAMPING: H 554 1981
 RU0420_MARK LOGO: NGS   
 RU0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0420+STABILITY: POSITION/ELEVATION WELL
 RU0420
 RU0420  HISTORY     - Date     Condition        Report By
 RU0420  HISTORY     - 1981     MONUMENTED       NGS
 RU0420
 RU0420                          STATION DESCRIPTION
 RU0420
 RU0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0420'4.2 KM (2.55 MI) NE FROM CUSTER.
 RU0420'0.2 KM (0.1 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0420'FROM THE RAILROAD STATION IN CUSTER, THENCE 0.2 KM (0.1 MI) SOUTH
 RU0420'ALONG A PAVED ROAD, THENCE 3.8 KM (2.35 MI) NORTHEASTERLY ALONG
 RU0420'INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 RU0420'SOUTHWEST 1 OF 2 PIERS OF THE STATE HIGHWAY 47 OVERPASS, AND 15.0
 RU0420'METERS (49.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND
 RU0420'LANES OF THE HIGHWAY.
 RU0420'THE MARK IS 1.8 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0444 ***********************************************************************
 RU0444  DESIGNATION -  H 555
 RU0444  PID         -  RU0444
 RU0444  STATE/COUNTY-  MT/TREASURE
 RU0444  USGS QUAD   -  SANDERS (1984)
 RU0444
 RU0444                         *CURRENT SURVEY CONTROL
 RU0444  ___________________________________________________________________
 RU0444* NAD 83(1986)-  46 17 33.     (N)    107 07 22.     (W)     SCALED    
 RU0444* NAVD 88     -       793.838  (meters)    2604.45   (feet)  ADJUSTED  
 RU0444  ___________________________________________________________________
 RU0444  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 RU0444  DYNAMIC HT  -         793.754 (meters)    2604.17  (feet)  COMP
 RU0444  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 RU0444
 RU0444  VERT ORDER  -  FIRST     CLASS II
 RU0444
 RU0444.The horizontal coordinates were scaled from a topographic map and have
 RU0444.an estimated accuracy of +/- 6 seconds.
 RU0444
 RU0444.The orthometric height was determined by differential leveling
 RU0444.and adjusted by the National Geodetic Survey in June 1991..
 RU0444
 RU0444.The geoid height was determined by GEOID03.
 RU0444
 RU0444.The dynamic height is computed by dividing the NAVD 88
 RU0444.geopotential number by the normal gravity value computed on the
 RU0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0444.degrees latitude (g = 980.6199 gals.).
 RU0444
 RU0444.The modeled gravity was interpolated from observed gravity values.
 RU0444
 RU0444;                    North         East    Units  Estimated Accuracy
 RU0444;SPC MT       -   229,750.      783,050.      MT  (+/- 180 meters Scaled)
 RU0444
 RU0444                          SUPERSEDED SURVEY CONTROL
 RU0444
 RU0444.No superseded survey control is available for this station.
 RU0444
 RU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM364287(NAD 83)
 RU0444_MARKER: I = METAL ROD
 RU0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0444_SP_SET: STAINLESS STEEL ROD
 RU0444_STAMPING: H 555 1981
 RU0444_MARK LOGO: NGS   
 RU0444_PROJECTION: FLUSH
 RU0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0444_ROD/PIPE-DEPTH: 10.4 meters
 RU0444
 RU0444  HISTORY     - Date     Condition        Report By
 RU0444  HISTORY     - 1981     MONUMENTED       NGS
 RU0444
 RU0444                          STATION DESCRIPTION
 RU0444
 RU0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0444'8.9 KM (5.55 MI) EAST FROM HYSHAM.
 RU0444'8.9 KM (5.55 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0444'THE RAILROAD STATION IN HYSHAM, 0.4 KM (0.25 MI) WEST OF A GRAVELED
 RU0444'ROAD CROSSING, 0.6 KM (0.35 MI) EAST OF MILE POST 146, 31.4 METERS
 RU0444'(103.0 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAYS 10 AND 312, 17.3
 RU0444'METERS (56.7 FT) SOUTH OF THE NEAR RAIL, AND 1.0 METER (3.2 FT) WEST
 RU0444'OF A UTILITY POLE WITH TWO GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT
 RU0444'IS THROUGH A 5-INCH LOGO CAP.
 RU0444'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RU0444'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0471 ***********************************************************************
 RU0471  DESIGNATION -  H 556
 RU0471  PID         -  RU0471
 RU0471  STATE/COUNTY-  MT/ROSEBUD
 RU0471  USGS QUAD   -  THURLOW (1984)
 RU0471
 RU0471                         *CURRENT SURVEY CONTROL
 RU0471  ___________________________________________________________________
 RU0471* NAD 83(1986)-  46 15 32.     (N)    106 18 40.     (W)     SCALED    
 RU0471* NAVD 88     -       817.552  (meters)    2682.25   (feet)  ADJUSTED  
 RU0471  ___________________________________________________________________
 RU0471  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RU0471  DYNAMIC HT  -         817.468 (meters)    2681.98  (feet)  COMP
 RU0471  MODELED GRAV-     980,484.3   (mgal)                       NAVD 88
 RU0471
 RU0471  VERT ORDER  -  FIRST     CLASS II
 RU0471
 RU0471.The horizontal coordinates were scaled from a topographic map and have
 RU0471.an estimated accuracy of +/- 6 seconds.
 RU0471
 RU0471.The orthometric height was determined by differential leveling
 RU0471.and adjusted by the National Geodetic Survey in June 1991..
 RU0471
 RU0471.The geoid height was determined by GEOID03.
 RU0471
 RU0471.The dynamic height is computed by dividing the NAVD 88
 RU0471.geopotential number by the normal gravity value computed on the
 RU0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0471.degrees latitude (g = 980.6199 gals.).
 RU0471
 RU0471.The modeled gravity was interpolated from observed gravity values.
 RU0471
 RU0471;                    North         East    Units  Estimated Accuracy
 RU0471;SPC MT       -   228,240.      845,670.      MT  (+/- 180 meters Scaled)
 RU0471
 RU0471                          SUPERSEDED SURVEY CONTROL
 RU0471
 RU0471.No superseded survey control is available for this station.
 RU0471
 RU0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM989236(NAD 83)
 RU0471_MARKER: I = METAL ROD
 RU0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0471_SP_SET: STAINLESS STEEL ROD
 RU0471_STAMPING: H 556 1981
 RU0471_MARK LOGO: NGS   
 RU0471_PROJECTION: FLUSH
 RU0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0471_ROD/PIPE-DEPTH: 5.5  meters
 RU0471
 RU0471  HISTORY     - Date     Condition        Report By
 RU0471  HISTORY     - 1981     MONUMENTED       NGS
 RU0471
 RU0471                          STATION DESCRIPTION
 RU0471
 RU0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0471'11.6 KM (7.2 MI) EAST FROM ROSEBUD.
 RU0471'0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN
 RU0471'ROSEBUD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, THENCE 2.1
 RU0471'KM (1.3 MI) SOUTHEAST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0471'ROAD), THENCE 9.2 KM (5.7 MI) EASTERLY ALONG OLD U.S. HIGHWAYS 10 AND
 RU0471'12 (FRONTAGE ROAD), 0R 9.4 KM (5.85 MI) SOUTHWEST ALONG OLD U.S.
 RU0471'HIGHWAYS 10 AND 12 (FRONTAGE ROAD) FROM THE POST OFFICE IN HATHAWAY,
 RU0471'76.8 METERS (252.0 FT) EAST OF MILE POST 586, 12.0 METERS (39.4 FT)
 RU0471'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.9 METERS (25.8 FT) EAST
 RU0471'OF THE CENTER OF A FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM
 RU0471'POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0471'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 RU0471'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0405 ***********************************************************************
 RT0405  DESIGNATION -  H 557
 RT0405  PID         -  RT0405
 RT0405  STATE/COUNTY-  MT/CUSTER
 RT0405  USGS QUAD   -  MILES CITY (1980)
 RT0405
 RT0405                         *CURRENT SURVEY CONTROL
 RT0405  ___________________________________________________________________
 RT0405* NAD 83(1986)-  46 25 51.     (N)    105 52 18.     (W)     SCALED    
 RT0405* NAVD 88     -       790.265  (meters)    2592.73   (feet)  ADJUSTED  
 RT0405  ___________________________________________________________________
 RT0405  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RT0405  DYNAMIC HT  -         790.203 (meters)    2592.52  (feet)  COMP
 RT0405  MODELED GRAV-     980,509.6   (mgal)                       NAVD 88
 RT0405
 RT0405  VERT ORDER  -  FIRST     CLASS II
 RT0405
 RT0405.The horizontal coordinates were scaled from a topographic map and have
 RT0405.an estimated accuracy of +/- 6 seconds.
 RT0405
 RT0405.The orthometric height was determined by differential leveling
 RT0405.and adjusted by the National Geodetic Survey in June 1991..
 RT0405
 RT0405.The geoid height was determined by GEOID03.
 RT0405
 RT0405.The dynamic height is computed by dividing the NAVD 88
 RT0405.geopotential number by the normal gravity value computed on the
 RT0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0405.degrees latitude (g = 980.6199 gals.).
 RT0405
 RT0405.The modeled gravity was interpolated from observed gravity values.
 RT0405
 RT0405;                    North         East    Units  Estimated Accuracy
 RT0405;SPC MT       -   248,800.      878,620.      MT  (+/- 180 meters Scaled)
 RT0405
 RT0405                          SUPERSEDED SURVEY CONTROL
 RT0405
 RT0405.No superseded survey control is available for this station.
 RT0405
 RT0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM330422(NAD 83)
 RT0405_MARKER: I = METAL ROD
 RT0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0405_SP_SET: STAINLESS STEEL ROD
 RT0405_STAMPING: H 557 1981
 RT0405_MARK LOGO: NGS   
 RT0405_PROJECTION: FLUSH
 RT0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0405_ROD/PIPE-DEPTH: 9.1  meters
 RT0405
 RT0405  HISTORY     - Date     Condition        Report By
 RT0405  HISTORY     - 1981     MONUMENTED       NGS
 RT0405
 RT0405                          STATION DESCRIPTION
 RT0405
 RT0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0405'3.1 KM (1.9 MI) NW FROM MILES CITY.
 RT0405'0.8 KM (0.5 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0405'FROM THE STATION IN MILES CITY, THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG
 RT0405'MAIN STREET, THENCE 3.1 KM (1.9 MI) NORTHWEST ALONG NORTH SEVENTH
 RT0405'STREET (STATE HIGHWAY 22), 0.2 KM (0.1 MI) SOUTHEAST OF A PAVED ROAD
 RT0405'LEADING TO THE MILES CITY MUNICIPAL AIRPORT, 33.2 METERS (109.0 FT)
 RT0405'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.6 METERS (107.0 FT)
 RT0405'NORTHWEST OF THE CENTER OF A FIELD ROAD AND METAL GATE, AND 1.7 METERS
 RT0405'(5.5 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 RT0405'IS THROUGH A 5-INCH LOGO CAP.
 RT0405'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST AND FENCE
 RT0405'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0493 ***********************************************************************
 QX0493  DESIGNATION -  H 558
 QX0493  PID         -  QX0493
 QX0493  STATE/COUNTY-  MT/JEFFERSON
 QX0493  USGS QUAD   -  NEGRO HOLLOW (1987)
 QX0493
 QX0493                         *CURRENT SURVEY CONTROL
 QX0493  ___________________________________________________________________
 QX0493* NAD 83(1986)-  45 53 48.     (N)    111 48 52.     (W)     SCALED    
 QX0493* NAVD 88     -      1496.403  (meters)    4909.45   (feet)  ADJUSTED  
 QX0493  ___________________________________________________________________
 QX0493  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 QX0493  DYNAMIC HT  -        1495.911 (meters)    4907.83  (feet)  COMP
 QX0493  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 QX0493
 QX0493  VERT ORDER  -  FIRST     CLASS II
 QX0493
 QX0493.The horizontal coordinates were scaled from a topographic map and have
 QX0493.an estimated accuracy of +/- 6 seconds.
 QX0493
 QX0493.The orthometric height was determined by differential leveling
 QX0493.and adjusted by the National Geodetic Survey in June 1991..
 QX0493
 QX0493.The geoid height was determined by GEOID03.
 QX0493
 QX0493.The dynamic height is computed by dividing the NAVD 88
 QX0493.geopotential number by the normal gravity value computed on the
 QX0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0493.degrees latitude (g = 980.6199 gals.).
 QX0493
 QX0493.The modeled gravity was interpolated from observed gravity values.
 QX0493
 QX0493;                    North         East    Units  Estimated Accuracy
 QX0493;SPC MT       -   185,650.      420,480.      MT  (+/- 180 meters Scaled)
 QX0493
 QX0493                          SUPERSEDED SURVEY CONTROL
 QX0493
 QX0493.No superseded survey control is available for this station.
 QX0493
 QX0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR368828(NAD 83)
 QX0493_MARKER: DB = BENCH MARK DISK
 QX0493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0493_SP_SET: ABUTMENT
 QX0493_STAMPING: H 558 1982
 QX0493_MARK LOGO: NGS   
 QX0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0493+STABILITY: POSITION/ELEVATION WELL
 QX0493
 QX0493  HISTORY     - Date     Condition        Report By
 QX0493  HISTORY     - 1982     MONUMENTED       NGS
 QX0493
 QX0493                          STATION DESCRIPTION
 QX0493
 QX0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0493'23.7 KM (14.7 MI) WEST FROM THREE FORKS.
 QX0493'23.7 KM (14.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0493'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0493'OF THREE FORKS, 0.1 KM (0.05 MI) NORTHEAST OF MILEPOST 264, SET
 QX0493'VERTICALLY IN THE NORTHWEST FACE OF THE NORTHWEST END OF THE SOUTHWEST
 QX0493'CONCRETE BRIDGE ABUTMENT OF THE WEST BOUND LANES OF THE HIGHWAY
 QX0493'OVERPASS OF A GRAVELED ROAD AND 7.7 METERS (25.3 FT) NORTHWEST OF THE
 QX0493'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 QX0493'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0511 ***********************************************************************
 QX0511  DESIGNATION -  H 559
 QX0511  PID         -  QX0511
 QX0511  STATE/COUNTY-  MT/SWEET GRASS
 QX0511  USGS QUAD   -  CARNEY (1980)
 QX0511
 QX0511                         *CURRENT SURVEY CONTROL
 QX0511  ___________________________________________________________________
 QX0511* NAD 83(1986)-  45 45 44.     (N)    110 06 39.     (W)     SCALED    
 QX0511* NAVD 88     -      1266.877  (meters)    4156.41   (feet)  ADJUSTED  
 QX0511  ___________________________________________________________________
 QX0511  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 QX0511  DYNAMIC HT  -        1266.489 (meters)    4155.14  (feet)  COMP
 QX0511  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 QX0511
 QX0511  VERT ORDER  -  FIRST     CLASS II
 QX0511
 QX0511.The horizontal coordinates were scaled from a topographic map and have
 QX0511.an estimated accuracy of +/- 6 seconds.
 QX0511
 QX0511.The orthometric height was determined by differential leveling
 QX0511.and adjusted by the National Geodetic Survey in June 1991..
 QX0511
 QX0511.The geoid height was determined by GEOID03.
 QX0511
 QX0511.The dynamic height is computed by dividing the NAVD 88
 QX0511.geopotential number by the normal gravity value computed on the
 QX0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0511.degrees latitude (g = 980.6199 gals.).
 QX0511
 QX0511.The modeled gravity was interpolated from observed gravity values.
 QX0511
 QX0511;                    North         East    Units  Estimated Accuracy
 QX0511;SPC MT       -   168,250.      552,500.      MT  (+/- 180 meters Scaled)
 QX0511
 QX0511                          SUPERSEDED SURVEY CONTROL
 QX0511
 QX0511.No superseded survey control is available for this station.
 QX0511
 QX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR691680(NAD 83)
 QX0511_MARKER: I = METAL ROD
 QX0511_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QX0511+WITH SETTING: INFORMATION.
 QX0511_SP_SET: SHALLOW SET METAL ROD
 QX0511_STAMPING: H 559 1982
 QX0511_MARK LOGO: NGS   
 QX0511_PROJECTION: FLUSH
 QX0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0511_ROD/PIPE-DEPTH: 2.4  meters
 QX0511
 QX0511  HISTORY     - Date     Condition        Report By
 QX0511  HISTORY     - 1982     MONUMENTED       NGS
 QX0511
 QX0511                          STATION DESCRIPTION
 QX0511
 QX0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0511'14.4 KM (8.9 MI) SW FROM BIG TIMBER.
 QX0511'5.0 KM (3.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0511'FROM THE RAILROAD STATION IN BIG TIMBER, THENCE 9.4 KM (5.85 MI)
 QX0511'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 90, 0.8 KM (0.5 MI)  NORTHEAST
 QX0511'OF MILEPOST 359, 24.2 METERS (79.4 FT) NORTHWEST OF THE CENTERLINE OF
 QX0511'THE HIGHWAY AND 2.2 METERS (7.2 FT) SOUTHWEST OF A T-FENCE CORNER.
 QX0511'NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 QX0511'THROUGH A 5-INCH LOGO CAP.
 QX0511'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 QX0511'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0089 ***********************************************************************
 SU0089  DESIGNATION -  H 56
 SU0089  PID         -  SU0089
 SU0089  STATE/COUNTY-  MT/LAKE
 SU0089  USGS QUAD   -  ARLEE (1984)
 SU0089
 SU0089                         *CURRENT SURVEY CONTROL
 SU0089  ___________________________________________________________________
 SU0089* NAD 83(1986)-  47 11 00.     (N)    114 06 06.     (W)     SCALED    
 SU0089* NAVD 88     -       916.369  (meters)    3006.45   (feet)  ADJUSTED  
 SU0089  ___________________________________________________________________
 SU0089  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 SU0089  DYNAMIC HT  -         916.281 (meters)    3006.17  (feet)  COMP
 SU0089  MODELED GRAV-     980,486.9   (mgal)                       NAVD 88
 SU0089
 SU0089  VERT ORDER  -  FIRST     CLASS II
 SU0089
 SU0089.The horizontal coordinates were scaled from a topographic map and have
 SU0089.an estimated accuracy of +/- 6 seconds.
 SU0089
 SU0089.The orthometric height was determined by differential leveling
 SU0089.and adjusted by the National Geodetic Survey in June 1991..
 SU0089
 SU0089.The geoid height was determined by GEOID03.
 SU0089
 SU0089.The dynamic height is computed by dividing the NAVD 88
 SU0089.geopotential number by the normal gravity value computed on the
 SU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0089.degrees latitude (g = 980.6199 gals.).
 SU0089
 SU0089.The modeled gravity was interpolated from observed gravity values.
 SU0089
 SU0089;                    North         East    Units  Estimated Accuracy
 SU0089;SPC MT       -   336,180.      251,630.      MT  (+/- 180 meters Scaled)
 SU0089
 SU0089                          SUPERSEDED SURVEY CONTROL
 SU0089
 SU0089  NGVD 29 (??/??/92)  915.304  (m)         3002.96   (f) ADJ UNCH    1 2
 SU0089
 SU0089.Superseded values are not recommended for survey control.
 SU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0089.See file dsdata.txt to determine how the superseded data were derived.
 SU0089
 SU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN195296(NAD 83)
 SU0089_MARKER: DB = BENCH MARK DISK
 SU0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0089_STAMPING: H 56 1933
 SU0089_PROJECTION: FLUSH
 SU0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0089+STABILITY: SURFACE MOTION
 SU0089
 SU0089  HISTORY     - Date     Condition        Report By
 SU0089  HISTORY     - 1933     MONUMENTED       CGS
 SU0089  HISTORY     - 1979     GOOD             NGS
 SU0089  HISTORY     - 1982     GOOD             LOCSUR
 SU0089
 SU0089                          STATION DESCRIPTION
 SU0089
 SU0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0089'1.8 MI N FROM ARLEE.
 SU0089'1.8 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0089'ARLEE, LAKE COUNTY, 22 RAILS SOUTH OF MILEPOST 23, 32 RAILS NORTH OF
 SU0089'STEEL BRIDGE NO. 22 OVER JOCKO RIVER, 40 FEET EAST OF THE TRACK, AND
 SU0089'25 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 56
 SU0089'1933 AND SET IN THE TOP OF A CONCRETE POST.
 SU0089
 SU0089                          STATION RECOVERY (1979)
 SU0089
 SU0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0089'1.7 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0089'ARLEE, 0.15 MILE SOUTH OF RAILROAD MILE POST 23 AND 32 RAILS NORTH
 SU0089'OF THE NORTH END OF THE STEEL RAILROAD BRIDGE OVER THE JOCKO RIVER,
 SU0089'ALSO 0.15 MILE NORTH OF A LARGE POWERLINE CROSSING THE HIGHWAY AND
 SU0089'RAILROAD, 237 FEET NORTH OF THE SECOND POWER POLE NORTH OF THE LARGE
 SU0089'POWER LINE CROSSING WITH 3 GUY WIRES, AND A SPUR LINE LEADING WEST,
 SU0089'98.5 FEET SOUTH OF THE THIRD POWER POLE NORTH OF THE POWER LINE
 SU0089'CROSSING, 67 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 40 FEET
 SU0089'EAST OF THE EAST RAIL.
 SU0089'THE MARK IS 2 FT  E FROM A WITNESS POST.
 SU0089
 SU0089                          STATION RECOVERY (1982)
 SU0089
 SU0089'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 SU0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0416 ***********************************************************************
 QW0416  DESIGNATION -  H 560
 QW0416  PID         -  QW0416
 QW0416  STATE/COUNTY-  MT/STILLWATER
 QW0416  USGS QUAD   -  PARK CITY (1956)
 QW0416
 QW0416                         *CURRENT SURVEY CONTROL
 QW0416  ___________________________________________________________________
 QW0416* NAD 83(1986)-  45 38 29.     (N)    108 53 04.     (W)     SCALED    
 QW0416* NAVD 88     -      1033.622  (meters)    3391.14   (feet)  ADJUSTED  
 QW0416  ___________________________________________________________________
 QW0416  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 QW0416  DYNAMIC HT  -        1033.385 (meters)    3390.36  (feet)  COMP
 QW0416  MODELED GRAV-     980,351.8   (mgal)                       NAVD 88
 QW0416
 QW0416  VERT ORDER  -  FIRST     CLASS II
 QW0416
 QW0416.The horizontal coordinates were scaled from a topographic map and have
 QW0416.an estimated accuracy of +/- 6 seconds.
 QW0416
 QW0416.The orthometric height was determined by differential leveling
 QW0416.and adjusted by the National Geodetic Survey in June 1991..
 QW0416
 QW0416.The geoid height was determined by GEOID03.
 QW0416
 QW0416.The dynamic height is computed by dividing the NAVD 88
 QW0416.geopotential number by the normal gravity value computed on the
 QW0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0416.degrees latitude (g = 980.6199 gals.).
 QW0416
 QW0416.The modeled gravity was interpolated from observed gravity values.
 QW0416
 QW0416;                    North         East    Units  Estimated Accuracy
 QW0416;SPC MT       -   154,820.      647,970.      MT  (+/- 180 meters Scaled)
 QW0416
 QW0416                          SUPERSEDED SURVEY CONTROL
 QW0416
 QW0416.No superseded survey control is available for this station.
 QW0416
 QW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR648563(NAD 83)
 QW0416_MARKER: DB = BENCH MARK DISK
 QW0416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QW0416_SP_SET: ABUTMENT
 QW0416_STAMPING: H 560 1982
 QW0416_MARK LOGO: NGS   
 QW0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0416+STABILITY: POSITION/ELEVATION WELL
 QW0416
 QW0416  HISTORY     - Date     Condition        Report By
 QW0416  HISTORY     - 1982     MONUMENTED       NGS
 QW0416
 QW0416                          STATION DESCRIPTION
 QW0416
 QW0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0416'9.6 KM (5.95 MI) SW FROM LAUREL.
 QW0416'9.6 KM (5.95 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0416'FROM THE RAILROAD STATION IN LAUREL, IN TOP OF AND 1.1 METERS (3.6 FT)
 QW0416'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 QW0416'THE EAST BOUND INTERSTATE HIGHWAY 90 OVERPASS OF A GRAVELED ROAD, 77.1
 QW0416'METERS (253.0 FT) NORTHWEST OF THE NEAR RAIL AND 7.5 METERS (24.6 FT)
 QW0416'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 QW0416'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0433 ***********************************************************************
 QY0433  DESIGNATION -  H 561
 QY0433  PID         -  QY0433
 QY0433  STATE/COUNTY-  MT/SILVER BOW
 QY0433  USGS QUAD   -  HOMESTAKE (1996)
 QY0433
 QY0433                         *CURRENT SURVEY CONTROL
 QY0433  ___________________________________________________________________
 QY0433* NAD 83(1986)-  45 55 09.     (N)    112 25 27.     (W)     SCALED    
 QY0433* NAVD 88     -      1912.378  (meters)    6274.19   (feet)  ADJUSTED  
 QY0433  ___________________________________________________________________
 QY0433  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 QY0433  DYNAMIC HT  -        1911.592 (meters)    6271.61  (feet)  COMP
 QY0433  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 QY0433
 QY0433  VERT ORDER  -  FIRST     CLASS II
 QY0433
 QY0433.The horizontal coordinates were scaled from a topographic map and have
 QY0433.an estimated accuracy of +/- 6 seconds.
 QY0433
 QY0433.The orthometric height was determined by differential leveling
 QY0433.and adjusted by the National Geodetic Survey in June 1991..
 QY0433
 QY0433.The geoid height was determined by GEOID03.
 QY0433
 QY0433.The dynamic height is computed by dividing the NAVD 88
 QY0433.geopotential number by the normal gravity value computed on the
 QY0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0433.degrees latitude (g = 980.6199 gals.).
 QY0433
 QY0433.The modeled gravity was interpolated from observed gravity values.
 QY0433
 QY0433;                    North         East    Units  Estimated Accuracy
 QY0433;SPC MT       -   189,730.      373,300.      MT  (+/- 180 meters Scaled)
 QY0433
 QY0433                          SUPERSEDED SURVEY CONTROL
 QY0433
 QY0433.No superseded survey control is available for this station.
 QY0433
 QY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR895860(NAD 83)
 QY0433_MARKER: DB = BENCH MARK DISK
 QY0433_SETTING: 66 = SET IN ROCK OUTCROP
 QY0433_SP_SET: ROCK OUTCROP
 QY0433_STAMPING: H 561 1982
 QY0433_MARK LOGO: NGS   
 QY0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0433+STABILITY: POSITION/ELEVATION WELL
 QY0433
 QY0433  HISTORY     - Date     Condition        Report By
 QY0433  HISTORY     - 1982     MONUMENTED       NGS
 QY0433
 QY0433                          STATION DESCRIPTION
 QY0433
 QY0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0433'13.6 KM (8.45 MI) SE FROM BUTTE.
 QY0433'13.6 KM (8.45 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0433'JUNCTION WITH MONTANA STREET IN BUTTE, SET VERTICALLY IN THE NORTH
 QY0433'FACE OF THE WESTERN 1/4 OF A 15 BY 60 FT VERTICAL ROCK CUT, 47.9
 QY0433'METERS (157.2 FT) EAST OF THE EAST END OF A GUARDRAIL AND 11.6 METERS
 QY0433'(38.1 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 QY0433'HIGHWAY.
 QY0433'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0477 ***********************************************************************
 QX0477  DESIGNATION -  H 562
 QX0477  PID         -  QX0477
 QX0477  STATE/COUNTY-  MT/GALLATIN
 QX0477  USGS QUAD   -  THREE FORKS (1987)
 QX0477
 QX0477                         *CURRENT SURVEY CONTROL
 QX0477  ___________________________________________________________________
 QX0477* NAD 83(1986)-  45 53 06.     (N)    111 33 57.     (W)     SCALED    
 QX0477* NAVD 88     -      1254.387  (meters)    4115.43   (feet)  ADJUSTED  
 QX0477  ___________________________________________________________________
 QX0477  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 QX0477  DYNAMIC HT  -        1254.037 (meters)    4114.29  (feet)  COMP
 QX0477  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 QX0477
 QX0477  VERT ORDER  -  FIRST     CLASS II
 QX0477
 QX0477.The horizontal coordinates were scaled from a topographic map and have
 QX0477.an estimated accuracy of +/- 6 seconds.
 QX0477
 QX0477.The orthometric height was determined by differential leveling
 QX0477.and adjusted by the National Geodetic Survey in June 1991..
 QX0477
 QX0477.The geoid height was determined by GEOID03.
 QX0477
 QX0477.The dynamic height is computed by dividing the NAVD 88
 QX0477.geopotential number by the normal gravity value computed on the
 QX0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0477.degrees latitude (g = 980.6199 gals.).
 QX0477
 QX0477.The modeled gravity was interpolated from observed gravity values.
 QX0477
 QX0477;                    North         East    Units  Estimated Accuracy
 QX0477;SPC MT       -   183,820.      439,730.      MT  (+/- 180 meters Scaled)
 QX0477
 QX0477                          SUPERSEDED SURVEY CONTROL
 QX0477
 QX0477.No superseded survey control is available for this station.
 QX0477
 QX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR560814(NAD 83)
 QX0477_MARKER: DB = BENCH MARK DISK
 QX0477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0477_SP_SET: ABUTMENT
 QX0477_STAMPING: H 562 1982
 QX0477_MARK LOGO: NGS   
 QX0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0477
 QX0477  HISTORY     - Date     Condition        Report By
 QX0477  HISTORY     - 1982     MONUMENTED       NGS
 QX0477  HISTORY     - 1987     GOOD             NGS
 QX0477
 QX0477                          STATION DESCRIPTION
 QX0477
 QX0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0477'11.8 KM (7.35 MI) SW FROM THREE FORKS.
 QX0477'6.5 KM (4.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0477'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0477'OF THREE FORKS, THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG U. S. HIGHWAY
 QX0477'287, THENCE 3.3 KM (2.05 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 10, IN
 QX0477'TOP OF AND 7.1 METERS (23.3 FT WEST OF THE EAST END OF THE EAST
 QX0477'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER THE MILWAUKEE LINES
 QX0477'RAILROAD AND 5.0 METERS (16.4 FT) NORTH OF THE CENTERLINE OF THE
 QX0477'HIGHWAY.
 QX0477'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QX0477
 QX0477                          STATION RECOVERY (1987)
 QX0477
 QX0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0505 ***********************************************************************
 QX0505  DESIGNATION -  H 563
 QX0505  PID         -  QX0505
 QX0505  STATE/COUNTY-  MT/JEFFERSON
 QX0505  USGS QUAD   -  JEFFERSON ISLAND (1987)
 QX0505
 QX0505                         *CURRENT SURVEY CONTROL
 QX0505  ___________________________________________________________________
 QX0505* NAD 83(1986)-  45 52 12.     (N)    111 57 18.     (W)     SCALED    
 QX0505* NAVD 88     -      1312.386  (meters)    4305.72   (feet)  ADJUSTED  
 QX0505  ___________________________________________________________________
 QX0505  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 QX0505  DYNAMIC HT  -        1312.007 (meters)    4304.48  (feet)  COMP
 QX0505  MODELED GRAV-     980,281.2   (mgal)                       NAVD 88
 QX0505
 QX0505  VERT ORDER  -  FIRST     CLASS II
 QX0505
 QX0505.The horizontal coordinates were scaled from a topographic map and have
 QX0505.an estimated accuracy of +/- 6 seconds.
 QX0505
 QX0505.The orthometric height was determined by differential leveling
 QX0505.and adjusted by the National Geodetic Survey in June 1991..
 QX0505
 QX0505.The geoid height was determined by GEOID03.
 QX0505
 QX0505.The dynamic height is computed by dividing the NAVD 88
 QX0505.geopotential number by the normal gravity value computed on the
 QX0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0505.degrees latitude (g = 980.6199 gals.).
 QX0505
 QX0505.The modeled gravity was interpolated from observed gravity values.
 QX0505
 QX0505;                    North         East    Units  Estimated Accuracy
 QX0505;SPC MT       -   183,020.      409,490.      MT  (+/- 180 meters Scaled)
 QX0505
 QX0505                          SUPERSEDED SURVEY CONTROL
 QX0505
 QX0505.No superseded survey control is available for this station.
 QX0505
 QX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR258800(NAD 83)
 QX0505_MARKER: DB = BENCH MARK DISK
 QX0505_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0505_SP_SET: ABUTMENT
 QX0505_STAMPING: H 563 1982
 QX0505_MARK LOGO: NGS   
 QX0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0505+STABILITY: POSITION/ELEVATION WELL
 QX0505
 QX0505  HISTORY     - Date     Condition        Report By
 QX0505  HISTORY     - 1982     MONUMENTED       NGS
 QX0505
 QX0505                          STATION DESCRIPTION
 QX0505
 QX0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0505'36.0 KM (22.35 MI) WEST FROM THREE FORKS.
 QX0505'36.0 KM (22.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0505'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0505'OF THREE FORKS, IN TOP OF AND 1.1 METERS (3.6 FT) SOUTH OF THE NORTH
 QX0505'END OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF COUNTY
 QX0505'ROAD 259 AND 7.4 METERS (24.3 FT) NORTH OF THE CENTERLINE OF THE WEST
 QX0505'BOUND LANES OF THE HIGHWAY.
 QX0505'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0464 ***********************************************************************
 QW0464  DESIGNATION -  H 564
 QW0464  PID         -  QW0464
 QW0464  STATE/COUNTY-  MT/CARBON
 QW0464  USGS QUAD   -  WADE (1969)
 QW0464
 QW0464                         *CURRENT SURVEY CONTROL
 QW0464  ___________________________________________________________________
 QW0464* NAD 83(1986)-  45 11 59.     (N)    108 51 42.     (W)     SCALED    
 QW0464* NAVD 88     -      1186.829  (meters)    3893.79   (feet)  ADJUSTED  
 QW0464  ___________________________________________________________________
 QW0464  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 QW0464  DYNAMIC HT  -        1186.461 (meters)    3892.58  (feet)  COMP
 QW0464  MODELED GRAV-     980,265.9   (mgal)                       NAVD 88
 QW0464
 QW0464  VERT ORDER  -  FIRST     CLASS II
 QW0464
 QW0464.The horizontal coordinates were scaled from a topographic map and have
 QW0464.an estimated accuracy of +/- 6 seconds.
 QW0464
 QW0464.The orthometric height was determined by differential leveling
 QW0464.and adjusted by the National Geodetic Survey in June 1991..
 QW0464
 QW0464.The geoid height was determined by GEOID03.
 QW0464
 QW0464.The dynamic height is computed by dividing the NAVD 88
 QW0464.geopotential number by the normal gravity value computed on the
 QW0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0464.degrees latitude (g = 980.6199 gals.).
 QW0464
 QW0464.The modeled gravity was interpolated from observed gravity values.
 QW0464
 QW0464;                    North         East    Units  Estimated Accuracy
 QW0464;SPC MT       -   105,760.      650,150.      MT  (+/- 180 meters Scaled)
 QW0464
 QW0464                          SUPERSEDED SURVEY CONTROL
 QW0464
 QW0464  NGVD 29 (06/08/92) 1185.999  (m)         3891.07   (f) ADJUSTED    1 2
 QW0464
 QW0464.Superseded values are not recommended for survey control.
 QW0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0464.See file dsdata.txt to determine how the superseded data were derived.
 QW0464
 QW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR679073(NAD 83)
 QW0464_MARKER: I = METAL ROD
 QW0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0464_SP_SET: STAINLESS STEEL ROD
 QW0464_STAMPING: H 564 1982
 QW0464_MARK LOGO: NGS   
 QW0464_PROJECTION: FLUSH
 QW0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0464_ROD/PIPE-DEPTH: 6.4  meters
 QW0464
 QW0464  HISTORY     - Date     Condition        Report By
 QW0464  HISTORY     - 1982     MONUMENTED       NGS
 QW0464
 QW0464                          STATION DESCRIPTION
 QW0464
 QW0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0464'56.9 KM (35.35 MI) SOUT FROM LAUREL.
 QW0464'56.9 KM (35.35 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0464'WITH INTERSTATE HIGHWAY 90 IN LAUREL, 0.5 KM (0.3 MI) SOUTHEAST OF
 QW0464'MILEPOST 19, 15.0 METERS (49.2 FT) NORTHWEST OF THE CENTER OF A FIELD
 QW0464'ENTRANCE AND 7.0 METERS (23.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 QW0464'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0464'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 QW0464'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0580 ***********************************************************************
 QX0580  DESIGNATION -  H 565
 QX0580  PID         -  QX0580
 QX0580  STATE/COUNTY-  MT/PARK
 QX0580  USGS QUAD   -  GARDINER (1986)
 QX0580
 QX0580                         *CURRENT SURVEY CONTROL
 QX0580  ___________________________________________________________________
 QX0580* NAD 83(1986)-  45 03 02.     (N)    110 44 51.     (W)     SCALED    
 QX0580* NAVD 88     -      1620.178  (meters)    5315.53   (feet)  ADJUSTED  
 QX0580  ___________________________________________________________________
 QX0580  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 QX0580  DYNAMIC HT  -        1619.398 (meters)    5312.97  (feet)  COMP
 QX0580  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 QX0580  OBS GRAVITY -     980,078.9   (mgal)                       GRAV_OBS
 QX0580
 QX0580  VERT ORDER  -  FIRST     CLASS II
 QX0580
 QX0580.The horizontal coordinates were scaled from a topographic map and have
 QX0580.an estimated accuracy of +/- 6 seconds.
 QX0580
 QX0580.The orthometric height was determined by differential leveling
 QX0580.and adjusted by the National Geodetic Survey in June 1991..
 QX0580
 QX0580.The geoid height was determined by GEOID03.
 QX0580
 QX0580.The dynamic height is computed by dividing the NAVD 88
 QX0580.geopotential number by the normal gravity value computed on the
 QX0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0580.degrees latitude (g = 980.6199 gals.).
 QX0580
 QX0580.The modeled gravity was interpolated from observed gravity values.
 QX0580.The observed gravity was obtained from relative gravimeter ties
 QX0580.to the IGSN71 gravity network.
 QX0580
 QX0580;                    North         East    Units  Estimated Accuracy
 QX0580;SPC MT       -    89,770.      501,730.      MT  (+/- 180 meters Scaled)
 QX0580
 QX0580                          SUPERSEDED SURVEY CONTROL
 QX0580
 QX0580  NGVD 29 (08/20/92) 1618.981  (m)         5311.61   (f) ADJUSTED    1 2
 QX0580
 QX0580.Superseded values are not recommended for survey control.
 QX0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0580.See file dsdata.txt to determine how the superseded data were derived.
 QX0580
 QX0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ198885(NAD 83)
 QX0580_MARKER: I = METAL ROD
 QX0580_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0580_SP_SET: STAINLESS STEEL ROD
 QX0580_STAMPING: H 565 1983
 QX0580_MARK LOGO: NGS   
 QX0580_PROJECTION: FLUSH
 QX0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0580_ROD/PIPE-DEPTH: 5.8  meters
 QX0580
 QX0580  HISTORY     - Date     Condition        Report By
 QX0580  HISTORY     - 1983     MONUMENTED       NGS
 QX0580
 QX0580                          STATION DESCRIPTION
 QX0580
 QX0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0580'4.3 KM (2.65 MI) NORTH FROM GARDINER.
 QX0580'4.3 KM (2.65 MI) NORTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION
 QX0580'WITH MAIN STREET IN GARDINER, 0.7 KM (0.45 MI) SOUTH OF MILEPOST 3,
 QX0580'48.4 METERS (158.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 QX0580'0.9 METER (3.0 FT) NORTHWEST OF A UTILITY POLE.  ACCESS TO THE DATUM
 QX0580'POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0580'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 QX0580'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0560 ***********************************************************************
 QX0560  DESIGNATION -  H 566
 QX0560  PID         -  QX0560
 QX0560  STATE/COUNTY-  MT/PARK
 QX0560  USGS QUAD   -  DAILEY LAKE (1988)
 QX0560
 QX0560                         *CURRENT SURVEY CONTROL
 QX0560  ___________________________________________________________________
 QX0560* NAD 83(1986)-  45 19 12.     (N)    110 48 03.     (W)     SCALED    
 QX0560* NAVD 88     -      1506.507  (meters)    4942.60   (feet)  ADJUSTED  
 QX0560  ___________________________________________________________________
 QX0560  GEOID HEIGHT-          -9.52  (meters)                     GEOID03
 QX0560  DYNAMIC HT  -        1505.861 (meters)    4940.48  (feet)  COMP
 QX0560  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 QX0560
 QX0560  VERT ORDER  -  FIRST     CLASS II
 QX0560
 QX0560.The horizontal coordinates were scaled from a topographic map and have
 QX0560.an estimated accuracy of +/- 6 seconds.
 QX0560
 QX0560.The orthometric height was determined by differential leveling
 QX0560.and adjusted by the National Geodetic Survey in June 1991..
 QX0560
 QX0560.The geoid height was determined by GEOID03.
 QX0560
 QX0560.The dynamic height is computed by dividing the NAVD 88
 QX0560.geopotential number by the normal gravity value computed on the
 QX0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0560.degrees latitude (g = 980.6199 gals.).
 QX0560
 QX0560.The modeled gravity was interpolated from observed gravity values.
 QX0560
 QX0560;                    North         East    Units  Estimated Accuracy
 QX0560;SPC MT       -   119,770.      498,030.      MT  (+/- 180 meters Scaled)
 QX0560
 QX0560                          SUPERSEDED SURVEY CONTROL
 QX0560
 QX0560  NGVD 29 (08/20/92) 1505.309  (m)         4938.67   (f) ADJUSTED    1 2
 QX0560
 QX0560.Superseded values are not recommended for survey control.
 QX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0560.See file dsdata.txt to determine how the superseded data were derived.
 QX0560
 QX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR156185(NAD 83)
 QX0560_MARKER: I = METAL ROD
 QX0560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0560_SP_SET: STAINLESS STEEL ROD
 QX0560_STAMPING: H 566 1983
 QX0560_MARK LOGO: NGS   
 QX0560_PROJECTION: FLUSH
 QX0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0560_ROD/PIPE-DEPTH: 9.8  meters
 QX0560
 QX0560  HISTORY     - Date     Condition        Report By
 QX0560  HISTORY     - 1983     MONUMENTED       NGS
 QX0560
 QX0560                          STATION DESCRIPTION
 QX0560
 QX0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0560'41.9 KM (26.0 MI) NORTH FROM GARDINER.
 QX0560'41.9 KM (26.0 MI) NORTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION
 QX0560'WITH MAIN STREET IN GARDINER, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST
 QX0560'26, 30.8 METERS (101.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QX0560'0.8 METER (2.6 FT) NORTHEAST OF A FENCE CORNER, AND 0.8 METER (2.6 FT)
 QX0560'NORTHEAST OF A HIGHWAY RIGHT-0F-WAY POST.  ACCESS TO THE DATUM POINT
 QX0560'IS THROUGH A 5-INCH LOGO CAP.
 QX0560'THE MARK IS 0.3 METERS  NW FROM  A FENCE AND WITNESS POST
 QX0560'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0251 ***********************************************************************
 QU0251  DESIGNATION -  H 568
 QU0251  PID         -  QU0251
 QU0251  STATE/COUNTY-  MT/POWDER RIVER
 QU0251  USGS QUAD   -  OLIVE (1973)
 QU0251
 QU0251                         *CURRENT SURVEY CONTROL
 QU0251  ___________________________________________________________________
 QU0251* NAD 83(1986)-  45 34 45.     (N)    105 32 38.     (W)     SCALED    
 QU0251* NAVD 88     -       992.793  (meters)    3257.19   (feet)  ADJUSTED  
 QU0251  ___________________________________________________________________
 QU0251  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 QU0251  DYNAMIC HT  -         992.582 (meters)    3256.50  (feet)  COMP
 QU0251  MODELED GRAV-     980,368.8   (mgal)                       NAVD 88
 QU0251
 QU0251  VERT ORDER  -  FIRST     CLASS II
 QU0251
 QU0251.The horizontal coordinates were scaled from a topographic map and have
 QU0251.an estimated accuracy of +/- 6 seconds.
 QU0251
 QU0251.The orthometric height was determined by differential leveling
 QU0251.and adjusted by the National Geodetic Survey in June 1991..
 QU0251
 QU0251.The geoid height was determined by GEOID03.
 QU0251
 QU0251.The dynamic height is computed by dividing the NAVD 88
 QU0251.geopotential number by the normal gravity value computed on the
 QU0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0251.degrees latitude (g = 980.6199 gals.).
 QU0251
 QU0251.The modeled gravity was interpolated from observed gravity values.
 QU0251
 QU0251;                    North         East    Units  Estimated Accuracy
 QU0251;SPC MT       -   155,520.      908,550.      MT  (+/- 180 meters Scaled)
 QU0251
 QU0251                          SUPERSEDED SURVEY CONTROL
 QU0251
 QU0251.No superseded survey control is available for this station.
 QU0251
 QU0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL575474(NAD 83)
 QU0251_MARKER: I = METAL ROD
 QU0251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0251_SP_SET: STAINLESS STEEL ROD
 QU0251_STAMPING: H 568 1985
 QU0251_MARK LOGO: NGS   
 QU0251_PROJECTION: FLUSH
 QU0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0251_ROD/PIPE-DEPTH: 7.3  meters
 QU0251
 QU0251  HISTORY     - Date     Condition        Report By
 QU0251  HISTORY     - 1985     MONUMENTED       NGS
 QU0251
 QU0251                          STATION DESCRIPTION
 QU0251
 QU0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0251'20.3 KM (12.6 MI) NORTH FROM BROADUS.
 QU0251'20.3 KM (12.6 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0251'COURTHOUSE AT BROADUS, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 67, 15.4
 QU0251'METERS (50.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.5
 QU0251'METERS (97.0 FT) NORTH OF THE NORTH CORNER OF A WOODEN BRIDGE OVER
 QU0251'ASH CREEK, AND 0.5 METER (1.5 FT) SOUTHWEST OF THE RIGHT-OF-WAY
 QU0251'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0251'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 QU0251'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0448 ***********************************************************************
 RT0448  DESIGNATION -  H 569
 RT0448  PID         -  RT0448
 RT0448  STATE/COUNTY-  MT/CUSTER
 RT0448  USGS QUAD   -  FIRST CREEK (1969)
 RT0448
 RT0448                         *CURRENT SURVEY CONTROL
 RT0448  ___________________________________________________________________
 RT0448* NAD 83(1986)-  46 08 14.     (N)    105 34 10.     (W)     SCALED    
 RT0448* NAVD 88     -       803.883  (meters)    2637.41   (feet)  ADJUSTED  
 RT0448  ___________________________________________________________________
 RT0448  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0448  DYNAMIC HT  -         803.781 (meters)    2637.07  (feet)  COMP
 RT0448  MODELED GRAV-     980,462.0   (mgal)                       NAVD 88
 RT0448
 RT0448  VERT ORDER  -  FIRST     CLASS II
 RT0448
 RT0448.The horizontal coordinates were scaled from a topographic map and have
 RT0448.an estimated accuracy of +/- 6 seconds.
 RT0448
 RT0448.The orthometric height was determined by differential leveling
 RT0448.and adjusted by the National Geodetic Survey in June 1991..
 RT0448
 RT0448.The geoid height was determined by GEOID03.
 RT0448
 RT0448.The dynamic height is computed by dividing the NAVD 88
 RT0448.geopotential number by the normal gravity value computed on the
 RT0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0448.degrees latitude (g = 980.6199 gals.).
 RT0448
 RT0448.The modeled gravity was interpolated from observed gravity values.
 RT0448
 RT0448;                    North         East    Units  Estimated Accuracy
 RT0448;SPC MT       -   217,340.      903,440.      MT  (+/- 180 meters Scaled)
 RT0448
 RT0448                          SUPERSEDED SURVEY CONTROL
 RT0448
 RT0448.No superseded survey control is available for this station.
 RT0448
 RT0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM560094(NAD 83)
 RT0448_MARKER: I = METAL ROD
 RT0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0448_SP_SET: STAINLESS STEEL ROD
 RT0448_STAMPING: H 569 1985
 RT0448_MARK LOGO: NGS   
 RT0448_PROJECTION: FLUSH
 RT0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0448_ROD/PIPE-DEPTH: 5.9  meters
 RT0448
 RT0448  HISTORY     - Date     Condition        Report By
 RT0448  HISTORY     - 1985     MONUMENTED       NGS
 RT0448
 RT0448                          STATION DESCRIPTION
 RT0448
 RT0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0448'35.6 KM (22.1 MI) SOUTH FROM MILES CITY.
 RT0448'35.6 KM (22.1 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 RT0448'OF INTERSTATE 94 AT MILES CITY, 1.75 KM (1.1 MI) SOUTHEAST OF THE OLD
 RT0448'MONTA SCHOOL HOUSE, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 25, AT THE
 RT0448'NORTHWEST END OF A LONG LOW HIGHWAY CUT, 29.9 METERS (98.0 FT)
 RT0448'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 METER (1.0 FT)
 RT0448'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 RT0448'HAD THROUGH A 5-INCH LOGO CAP.
 RT0448'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RT0448'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0096 ***********************************************************************
 RT0096  DESIGNATION -  H 57
 RT0096  PID         -  RT0096
 RT0096  STATE/COUNTY-  MT/CUSTER
 RT0096  USGS QUAD   -  WESTMORE (1981)
 RT0096
 RT0096                         *CURRENT SURVEY CONTROL
 RT0096  ___________________________________________________________________
 RT0096* NAD 83(1986)-  46 29 36.     (N)    104 43 20.     (W)     SCALED    
 RT0096* NAVD 88     -       789.523  (meters)    2590.29   (feet)  ADJUSTED  
 RT0096  ___________________________________________________________________
 RT0096  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0096  DYNAMIC HT  -         789.460 (meters)    2590.09  (feet)  COMP
 RT0096  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 RT0096
 RT0096  VERT ORDER  -  SECOND    CLASS 0
 RT0096
 RT0096.The horizontal coordinates were scaled from a topographic map and have
 RT0096.an estimated accuracy of +/- 6 seconds.
 RT0096
 RT0096.The orthometric height was determined by differential leveling
 RT0096.and adjusted by the National Geodetic Survey in June 1991..
 RT0096
 RT0096.The geoid height was determined by GEOID03.
 RT0096
 RT0096.The dynamic height is computed by dividing the NAVD 88
 RT0096.geopotential number by the normal gravity value computed on the
 RT0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0096.degrees latitude (g = 980.6199 gals.).
 RT0096
 RT0096.The modeled gravity was interpolated from observed gravity values.
 RT0096
 RT0096;                    North         East    Units  Estimated Accuracy
 RT0096;SPC MT       -   260,460.      966,360.      MT  (+/- 180 meters Scaled)
 RT0096
 RT0096                          SUPERSEDED SURVEY CONTROL
 RT0096
 RT0096  NGVD 29 (??/??/92)  788.959  (m)         2588.44   (f) ADJ UNCH    2 0
 RT0096
 RT0096.Superseded values are not recommended for survey control.
 RT0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0096.See file dsdata.txt to determine how the superseded data were derived.
 RT0096
 RT0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM213489(NAD 83)
 RT0096_MARKER: DB = BENCH MARK DISK
 RT0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0096_STAMPING: H 57 1934
 RT0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0096+STABILITY: SURFACE MOTION
 RT0096
 RT0096  HISTORY     - Date     Condition        Report By
 RT0096  HISTORY     - 1934     MONUMENTED       CGS
 RT0096  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0096
 RT0096                          STATION DESCRIPTION
 RT0096
 RT0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0096'3.5 MI E FROM ISMAY.
 RT0096'ABOUT 3.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RT0096'PACIFIC RAILROAD FROM ISMAY, CUSTER COUNTY, ABOUT 0.15 MILE NORTHEAST
 RT0096'OF MILEPOST 1040, 42 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 RT0096'AND 12 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RT0096'STAMPED H 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RT0096
 RT0096                          STATION RECOVERY (1976)
 RT0096
 RT0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0234 ***********************************************************************
 QU0234  CBN         -  This is a Cooperative Base Network Control Station.
 QU0234  DESIGNATION -  H 570
 QU0234  PID         -  QU0234
 QU0234  STATE/COUNTY-  MT/CUSTER
 QU0234  USGS QUAD   -  VOLBORG (1973)
 QU0234
 QU0234                         *CURRENT SURVEY CONTROL
 QU0234  ___________________________________________________________________
 QU0234* NAD 83(1999)-  45 50 48.09270(N)    105 40 51.93121(W)     ADJUSTED  
 QU0234* NAVD 88     -       916.994  (meters)    3008.50   (feet)  ADJUSTED  
 QU0234  ___________________________________________________________________
 QU0234  X           -  -1,203,079.723 (meters)                     COMP
 QU0234  Y           -  -4,285,520.809 (meters)                     COMP
 QU0234  Z           -   4,554,040.714 (meters)                     COMP
 QU0234  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 QU0234  ELLIP HEIGHT-         901.23  (meters)          (04/26/01) GPS OBS
 QU0234  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 QU0234  DYNAMIC HT  -         916.834 (meters)    3007.98  (feet)  COMP
 QU0234  MODELED GRAV-     980,410.0   (mgal)                       NAVD 88
 QU0234
 QU0234  HORZ ORDER  -  B
 QU0234  VERT ORDER  -  FIRST     CLASS II
 QU0234  ELLP ORDER  -  FOURTH    CLASS I
 QU0234
 QU0234.The horizontal coordinates were established by GPS observations
 QU0234.and adjusted by the National Geodetic Survey in April 2001..
 QU0234.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QU0234.DATUM ITEM on the data sheet items page.
 QU0234
 QU0234.The orthometric height was determined by differential leveling
 QU0234.and adjusted by the National Geodetic Survey in June 1991..
 QU0234
 QU0234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QU0234
 QU0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0234
 QU0234.The ellipsoidal height was determined by GPS observations
 QU0234.and is referenced to NAD 83.
 QU0234
 QU0234.The geoid height was determined by GEOID03.
 QU0234
 QU0234.The dynamic height is computed by dividing the NAVD 88
 QU0234.geopotential number by the normal gravity value computed on the
 QU0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0234.degrees latitude (g = 980.6199 gals.).
 QU0234
 QU0234.The modeled gravity was interpolated from observed gravity values.
 QU0234
 QU0234;                    North         East     Units Scale Factor Converg.
 QU0234;SPC MT       -   184,672.483   896,404.279   MT  0.99959746   +2 47 36.8
 QU0234;SPC MT       -   605,880.85  2,940,958.92   iFT  0.99959746   +2 47 36.8
 QU0234;UTM  13      - 5,077,239.723   447,116.042   MT  0.99963438   -0 29 19.2
 QU0234
 QU0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0234!SPC MT       -   0.99985873  x   0.99959746  =   0.99945625
 QU0234!UTM  13      -   0.99985873  x   0.99963438  =   0.99949316
 QU0234
 QU0234                          SUPERSEDED SURVEY CONTROL
 QU0234
 QU0234  NAD 83(1992)-  45 50 48.09144(N)    105 40 51.93048(W) AD(       ) B
 QU0234  ELLIP H (11/01/93)  901.35   (m)                       GP(       ) 3 1
 QU0234  NAVD 88 (11/01/93)  916.99   (m)         3008.5    (f) LEVELING    3  
 QU0234
 QU0234.Superseded values are not recommended for survey control.
 QU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0234.See file dsdata.txt to determine how the superseded data were derived.
 QU0234
 QU0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL4711677240(NAD 83)
 QU0234_MARKER: I = METAL ROD
 QU0234_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QU0234_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QU0234_STAMPING: H 570 1985
 QU0234_MARK LOGO: NGS   
 QU0234_PROJECTION: FLUSH
 QU0234_MAGNETIC: I = MARKER IS A STEEL ROD
 QU0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0234+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1993
 QU0234_ROD/PIPE-DEPTH: 11.0 meters
 QU0234_SLEEVE-DEPTH  : 9.1 meters
 QU0234
 QU0234  HISTORY     - Date     Condition        Report By
 QU0234  HISTORY     - 1985     MONUMENTED       NGS
 QU0234  HISTORY     - 19930125 GOOD             MTDOT
 QU0234
 QU0234                          STATION DESCRIPTION
 QU0234
 QU0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0234'70.2 KM (43.6 MI) SOUTH FROM MILES CITY.
 QU0234'70.2 KM (43.6 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 QU0234'OF INTERSTATE 94 AT MILES CITY, 0.35 KM (0.2 MI) NORTH OF VOLBORG,
 QU0234'0.3 KM (0.2 MI) NORTH OF MILEPOST 46, AT THE NORTH END OF A SHORT
 QU0234'CUT, ALSO 53.6 KM (33.3 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE
 QU0234'COUNTY COURTHOUSE AT BROADUS, 26.5 METERS (87.5 FT) EAST OF THE
 QU0234'CENTERLINE OF THE HIGHWAY, 14.5 METERS (47.5 FT) EAST OF THE T
 QU0234'JUNCTION OF FENCE LINES, AND 0.7 METER (2.5 FT) SOUTH OF AN EAST-WEST
 QU0234'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0234'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST
 QU0234'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 QU0234
 QU0234                          STATION RECOVERY (1993)
 QU0234
 QU0234'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1993
 QU0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0286 ***********************************************************************
 QU0286  DESIGNATION -  H 571
 QU0286  PID         -  QU0286
 QU0286  STATE/COUNTY-  MT/POWDER RIVER
 QU0286  USGS QUAD   -  WILD BILL CREEK (1970)
 QU0286
 QU0286                         *CURRENT SURVEY CONTROL
 QU0286  ___________________________________________________________________
 QU0286* NAD 83(1986)-  45 03 11.     (N)    105 22 52.     (W)     SCALED    
 QU0286* NAVD 88     -      1046.698  (meters)    3434.04   (feet)  ADJUSTED  
 QU0286  ___________________________________________________________________
 QU0286  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QU0286  DYNAMIC HT  -        1046.407 (meters)    3433.09  (feet)  COMP
 QU0286  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 QU0286
 QU0286  VERT ORDER  -  FIRST     CLASS II
 QU0286
 QU0286.The horizontal coordinates were scaled from a topographic map and have
 QU0286.an estimated accuracy of +/- 6 seconds.
 QU0286
 QU0286.The orthometric height was determined by differential leveling
 QU0286.and adjusted by the National Geodetic Survey in June 1991..
 QU0286
 QU0286.The geoid height was determined by GEOID03.
 QU0286
 QU0286.The dynamic height is computed by dividing the NAVD 88
 QU0286.geopotential number by the normal gravity value computed on the
 QU0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0286.degrees latitude (g = 980.6199 gals.).
 QU0286
 QU0286.The modeled gravity was interpolated from observed gravity values.
 QU0286
 QU0286;                    North         East    Units  Estimated Accuracy
 QU0286;SPC MT       -    97,790.      924,300.      MT  (+/- 180 meters Scaled)
 QU0286
 QU0286                          SUPERSEDED SURVEY CONTROL
 QU0286
 QU0286.No superseded survey control is available for this station.
 QU0286
 QU0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK699889(NAD 83)
 QU0286_MARKER: I = METAL ROD
 QU0286_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QU0286+WITH SETTING: INFORMATION.
 QU0286_SP_SET: SHALLOW-SET METAL ROD
 QU0286_STAMPING: H 571 1985
 QU0286_MARK LOGO: NGS   
 QU0286_PROJECTION: FLUSH
 QU0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0286_ROD/PIPE-DEPTH: 2.4  meters
 QU0286
 QU0286  HISTORY     - Date     Condition        Report By
 QU0286  HISTORY     - 1985     MONUMENTED       NGS
 QU0286
 QU0286                          STATION DESCRIPTION
 QU0286
 QU0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0286'6.5 KM (4.05 MI) SOUTH FROM BIDDLE.
 QU0286'6.5 KM (4.05 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0286'SCHOOL AT BIDDLE, AT THE SOUTH END OF A LONG LOW CUT AND THE SOUTH END
 QU0286'OF A LONG CURVE, 0.35 KM (0.2 MI) SOUTH OF MILEPOST 4, 30.5 METERS
 QU0286'(100 FT) EAST OF THE HIGHWAY CENTERLINE, 26.4 METERS (86.5 FT) SOUTH
 QU0286'OF A 4 BY 4 INCH CONCRETE RIGHT OF WAY MARKER AND 0.3 METER (1 FT)
 QU0286'WEST OF THE RIGHT OF WAY FENCE.  ROD SET TO 8 FOOT IMBEDDED REFUSAL.
 QU0286'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0286'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 QU0286'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0612 ***********************************************************************
 QX0612  DESIGNATION -  H 573
 QX0612  PID         -  QX0612
 QX0612  STATE/COUNTY-  MT/GALLATIN
 QX0612  USGS QUAD   -  SAPPINGTON (1987)
 QX0612
 QX0612                         *CURRENT SURVEY CONTROL
 QX0612  ___________________________________________________________________
 QX0612* NAD 83(1986)-  45 46 22.     (N)    111 45 38.     (W)     SCALED    
 QX0612* NAVD 88     -      1342.009  (meters)    4402.91   (feet)  ADJUSTED  
 QX0612  ___________________________________________________________________
 QX0612  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 QX0612  DYNAMIC HT  -        1341.619 (meters)    4401.63  (feet)  COMP
 QX0612  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 QX0612
 QX0612  VERT ORDER  -  FIRST     CLASS II
 QX0612
 QX0612.The horizontal coordinates were scaled from a topographic map and have
 QX0612.an estimated accuracy of +/- 6 seconds.
 QX0612
 QX0612.The orthometric height was determined by differential leveling
 QX0612.and adjusted by the National Geodetic Survey in June 1991..
 QX0612
 QX0612.The geoid height was determined by GEOID03.
 QX0612
 QX0612.The dynamic height is computed by dividing the NAVD 88
 QX0612.geopotential number by the normal gravity value computed on the
 QX0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0612.degrees latitude (g = 980.6199 gals.).
 QX0612
 QX0612.The modeled gravity was interpolated from observed gravity values.
 QX0612
 QX0612;                    North         East    Units  Estimated Accuracy
 QX0612;SPC MT       -   171,770.      424,270.      MT  (+/- 180 meters Scaled)
 QX0612
 QX0612                          SUPERSEDED SURVEY CONTROL
 QX0612
 QX0612  NGVD 29 (08/20/92) 1340.963  (m)         4399.48   (f) ADJUSTED    1 2
 QX0612
 QX0612.Superseded values are not recommended for survey control.
 QX0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0612.See file dsdata.txt to determine how the superseded data were derived.
 QX0612
 QX0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR408690(NAD 83)
 QX0612_MARKER: I = METAL ROD
 QX0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0612_SP_SET: STAINLESS STEEL ROD
 QX0612_STAMPING: H 573 1987
 QX0612_MARK LOGO: NGS   
 QX0612_PROJECTION: FLUSH
 QX0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0612_ROD/PIPE-DEPTH: 4.3  meters
 QX0612
 QX0612  HISTORY     - Date     Condition        Report By
 QX0612  HISTORY     - 1987     MONUMENTED       NGS
 QX0612
 QX0612                          STATION DESCRIPTION
 QX0612
 QX0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0612'8.4 KM (5.20 MI) NORTH FROM HARRISON.
 QX0612'8.4 KM (5.20 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0612'OFFICE IN HARRISON, 30.4 M (99.7 FT) WEST OF THE CENTERLINE OF THE
 QX0612'HIGHWAY, AND 4.1 M (13.5 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE
 QX0612'AND GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QX0612'CAP.
 QX0612'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 QX0612'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1100 ***********************************************************************
 PY1100  DESIGNATION -  H 574
 PY1100  PID         -  PY1100
 PY1100  STATE/COUNTY-  MT/MADISON
 PY1100  USGS QUAD   -  CLIFF LAKE (1988)
 PY1100
 PY1100                         *CURRENT SURVEY CONTROL
 PY1100  ___________________________________________________________________
 PY1100* NAD 83(1986)-  44 51 54.     (N)    111 33 07.     (W)     SCALED    
 PY1100* NAVD 88     -      1813.331  (meters)    5949.24   (feet)  ADJUSTED  
 PY1100  ___________________________________________________________________
 PY1100  GEOID HEIGHT-          -9.04  (meters)                     GEOID03
 PY1100  DYNAMIC HT  -        1812.329 (meters)    5945.95  (feet)  COMP
 PY1100  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 PY1100
 PY1100  VERT ORDER  -  FIRST     CLASS II
 PY1100
 PY1100.The horizontal coordinates were scaled from a topographic map and have
 PY1100.an estimated accuracy of +/- 6 seconds.
 PY1100
 PY1100.The orthometric height was determined by differential leveling
 PY1100.and adjusted by the National Geodetic Survey in June 1991..
 PY1100
 PY1100.The geoid height was determined by GEOID03.
 PY1100
 PY1100.The dynamic height is computed by dividing the NAVD 88
 PY1100.geopotential number by the normal gravity value computed on the
 PY1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1100.degrees latitude (g = 980.6199 gals.).
 PY1100
 PY1100.The modeled gravity was interpolated from observed gravity values.
 PY1100
 PY1100;                    North         East    Units  Estimated Accuracy
 PY1100;SPC MT       -    70,490.      437,840.      MT  (+/- 180 meters Scaled)
 PY1100
 PY1100                          SUPERSEDED SURVEY CONTROL
 PY1100
 PY1100  NGVD 29 (08/20/92) 1812.042  (m)         5945.01   (f) ADJUSTED    1 2
 PY1100
 PY1100.Superseded values are not recommended for survey control.
 PY1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1100.See file dsdata.txt to determine how the superseded data were derived.
 PY1100
 PY1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ563681(NAD 83)
 PY1100_MARKER: I = METAL ROD
 PY1100_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY1100+WITH SETTING: INFORMATION.
 PY1100_SP_SET: SHALLOW-SET METAL ROD
 PY1100_STAMPING: H 574 1987
 PY1100_MARK LOGO: NGS   
 PY1100_PROJECTION: FLUSH
 PY1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1100_ROD/PIPE-DEPTH: 1.6  meters
 PY1100
 PY1100  HISTORY     - Date     Condition        Report By
 PY1100  HISTORY     - 1987     MONUMENTED       NGS
 PY1100
 PY1100                          STATION DESCRIPTION
 PY1100
 PY1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1100'40.9 KM (25.40 MI) SOUTH FROM CAMERON.
 PY1100'40.9 KM (25.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 PY1100'OFFICE IN CAMERON, 30.3 M (99.4 FT) NORTHEAST OF THE CENTERLINE OF
 PY1100'THE HIGHWAY, AND 11.2 M (36.7 FT) SOUTHEAST OF THE CENTER OF A TRACK
 PY1100'ROAD AND GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PY1100'LOGO CAP.
 PY1100'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PY1100'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9044 ***********************************************************************
 AD9044  DESIGNATION -  H 575
 AD9044  PID         -  AD9044
 AD9044  STATE/COUNTY-  MT/CARTER
 AD9044  USGS QUAD   -  ALZADA (1980)
 AD9044
 AD9044                         *CURRENT SURVEY CONTROL
 AD9044  ___________________________________________________________________
 AD9044* NAD 83(1986)-  45 00 58.     (N)    104 23 49.     (W)     SCALED    
 AD9044* NAVD 88     -      1054.969  (meters)    3461.18   (feet)  ADJUSTED  
 AD9044  ___________________________________________________________________
 AD9044  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 AD9044  DYNAMIC HT  -        1054.696 (meters)    3460.28  (feet)  COMP
 AD9044  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 AD9044
 AD9044  VERT ORDER  -  FIRST     CLASS II
 AD9044
 AD9044.The horizontal coordinates were scaled from a topographic map and have
 AD9044.an estimated accuracy of +/- 6 seconds.
 AD9044
 AD9044.The orthometric height was determined by differential leveling
 AD9044.and adjusted by the National Geodetic Survey in July 1998..
 AD9044
 AD9044.The geoid height was determined by GEOID03.
 AD9044
 AD9044.The dynamic height is computed by dividing the NAVD 88
 AD9044.geopotential number by the normal gravity value computed on the
 AD9044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9044.degrees latitude (g = 980.6199 gals.).
 AD9044
 AD9044.The modeled gravity was interpolated from observed gravity values.
 AD9044
 AD9044;                    North         East    Units  Estimated Accuracy
 AD9044;SPC MT       -    98,250.    1,001,960.      MT  (+/- 180 meters Scaled)
 AD9044
 AD9044                          SUPERSEDED SURVEY CONTROL
 AD9044
 AD9044.No superseded survey control is available for this station.
 AD9044
 AD9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK475849(NAD 83)
 AD9044_MARKER: I = METAL ROD
 AD9044_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9044_STAMPING: H 575 1995
 AD9044_MARK LOGO: NGS   
 AD9044_PROJECTION: FLUSH
 AD9044_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9044+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9044_ROD/PIPE-DEPTH: 5.5  meters
 AD9044_SLEEVE-DEPTH  : 0.9 meters
 AD9044
 AD9044  HISTORY     - Date     Condition        Report By
 AD9044  HISTORY     - 1995     MONUMENTED       NGS
 AD9044
 AD9044                          STATION DESCRIPTION
 AD9044
 AD9044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9044'1.6 KM (1.00 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9044'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, 23.8 M (78.1 FT) SOUTHWEST OF
 AD9044'THE HIGHWAY CENTERLINE, 7.2 M (23.6 FT) NORTHWEST OF THE CENTER OF A
 AD9044'FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AD9044'HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 AD9044'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AD9044'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0212 ***********************************************************************
 RT0212  DESIGNATION -  H 58
 RT0212  PID         -  RT0212
 RT0212  STATE/COUNTY-  MT/PRAIRIE
 RT0212  USGS QUAD   -  PAPPS RESERVOIR (1972)
 RT0212
 RT0212                         *CURRENT SURVEY CONTROL
 RT0212  ___________________________________________________________________
 RT0212* NAD 83(1986)-  46 54 51.     (N)    105 26 52.     (W)     SCALED    
 RT0212* NAVD 88     -       796.672  (meters)    2613.75   (feet)  ADJUSTED  
 RT0212  ___________________________________________________________________
 RT0212  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 RT0212  DYNAMIC HT  -         796.647 (meters)    2613.67  (feet)  COMP
 RT0212  MODELED GRAV-     980,555.4   (mgal)                       NAVD 88
 RT0212
 RT0212  VERT ORDER  -  SECOND    CLASS 0
 RT0212
 RT0212.The horizontal coordinates were scaled from a topographic map and have
 RT0212.an estimated accuracy of +/- 6 seconds.
 RT0212
 RT0212.The orthometric height was determined by differential leveling
 RT0212.and adjusted by the National Geodetic Survey in June 1991..
 RT0212
 RT0212.The geoid height was determined by GEOID03.
 RT0212
 RT0212.The dynamic height is computed by dividing the NAVD 88
 RT0212.geopotential number by the normal gravity value computed on the
 RT0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0212.degrees latitude (g = 980.6199 gals.).
 RT0212
 RT0212.The modeled gravity was interpolated from observed gravity values.
 RT0212
 RT0212;                    North         East    Units  Estimated Accuracy
 RT0212;SPC MT       -   304,020.      908,360.      MT  (+/- 180 meters Scaled)
 RT0212
 RT0212                          SUPERSEDED SURVEY CONTROL
 RT0212
 RT0212  NGVD 29 (??/??/92)  796.084  (m)         2611.82   (f) ADJ UNCH    2 0
 RT0212
 RT0212.Superseded values are not recommended for survey control.
 RT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0212.See file dsdata.txt to determine how the superseded data were derived.
 RT0212
 RT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM659957(NAD 83)
 RT0212_MARKER: DB = BENCH MARK DISK
 RT0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0212_STAMPING: H 58 1934
 RT0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0212+STABILITY: SURFACE MOTION
 RT0212
 RT0212  HISTORY     - Date     Condition        Report By
 RT0212  HISTORY     - 1934     MONUMENTED       CGS
 RT0212  HISTORY     - 1972     GOOD             USGS
 RT0212
 RT0212                          STATION DESCRIPTION
 RT0212
 RT0212'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0212'12.6 MI NW FROM TERRY.
 RT0212'FROM THE INTERSECTION OF HWY 253 AND THE BURLINGTON NORTHERN RR AT THE
 RT0212'E END OF TERRY, MONTANA.  PROCEED N ON HWY 253 A DISTANCE OF 12.0
 RT0212'MILES.  AT THIS POINT BM IS SW OF THE HWY.  WALK SW CROSS ROW FENCE,
 RT0212'AND CONTINUE SW UNTIL APPROXIMATELY 500 FEET FROM HWY 253.  TRACES OF
 RT0212'THE OLD COUNTY ROAD SHOULD BE CROSSED.  BM IS SW OF ALL OLD ROAD
 RT0212'TRACES IN THIS AREA.  BM IS ON SE SIDE OF THE MOST PROMINENT DRAIN AND
 RT0212'APPROX.  300 FT FROM THIS MOST PROMINENT DRAIN AS MEASURED ALONG OLD
 RT0212'ROAD TRACES.  AND ABOUT 90 FT. SW OF CENTERLINE OF OLD ROAD. STANDARD
 RT0212'DISK IN CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0133 ***********************************************************************
 SP0133  DESIGNATION -  H 59
 SP0133  PID         -  SP0133
 SP0133  STATE/COUNTY-  MT/DAWSON
 SP0133  USGS QUAD   -  BUFFALO CREEK (1983)
 SP0133
 SP0133                         *CURRENT SURVEY CONTROL
 SP0133  ___________________________________________________________________
 SP0133* NAD 83(1986)-  47 37 11.     (N)    105 22 50.     (W)     SCALED    
 SP0133* NAVD 88     -       703.589  (meters)    2308.36   (feet)  ADJUSTED  
 SP0133  ___________________________________________________________________
 SP0133  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SP0133  DYNAMIC HT  -         703.630 (meters)    2308.49  (feet)  COMP
 SP0133  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 SP0133
 SP0133  VERT ORDER  -  SECOND    CLASS 0
 SP0133
 SP0133.The horizontal coordinates were scaled from a topographic map and have
 SP0133.an estimated accuracy of +/- 6 seconds.
 SP0133
 SP0133.The orthometric height was determined by differential leveling
 SP0133.and adjusted by the National Geodetic Survey in June 1991..
 SP0133
 SP0133.The geoid height was determined by GEOID03.
 SP0133
 SP0133.The dynamic height is computed by dividing the NAVD 88
 SP0133.geopotential number by the normal gravity value computed on the
 SP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0133.degrees latitude (g = 980.6199 gals.).
 SP0133
 SP0133.The modeled gravity was interpolated from observed gravity values.
 SP0133
 SP0133;                    North         East    Units  Estimated Accuracy
 SP0133;SPC MT       -   382,570.      909,350.      MT  (+/- 180 meters Scaled)
 SP0133
 SP0133                          SUPERSEDED SURVEY CONTROL
 SP0133
 SP0133  NGVD 29 (??/??/92)  703.005  (m)         2306.44   (f) ADJ UNCH    2 0
 SP0133
 SP0133.Superseded values are not recommended for survey control.
 SP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0133.See file dsdata.txt to determine how the superseded data were derived.
 SP0133
 SP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN714741(NAD 83)
 SP0133_MARKER: DB = BENCH MARK DISK
 SP0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0133_STAMPING: H 59 1934
 SP0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0133+STABILITY: SURFACE MOTION
 SP0133
 SP0133  HISTORY     - Date     Condition        Report By
 SP0133  HISTORY     - 1934     MONUMENTED       CGS
 SP0133
 SP0133                          STATION DESCRIPTION
 SP0133
 SP0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0133'17.1 MI SW FROM RICHEY.
 SP0133'17.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM RICHEY, DAWSON
 SP0133'COUNTY, 1.4 MILES SOUTHWEST OF THE JUNCTION WITH THE ROAD LEADING TO
 SP0133'PAXTON, 200 YARDS NORTHEAST OF A BRIDGE, AND 35 YARDS SOUTHEAST OF THE
 SP0133'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 59 1934 AND SET
 SP0133'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0249 ***********************************************************************
 QW0249  DESIGNATION -  H 6
 QW0249  PID         -  QW0249
 QW0249  STATE/COUNTY-  MT/STILLWATER
 QW0249  USGS QUAD   -  COLUMBUS EAST (1956)
 QW0249
 QW0249                         *CURRENT SURVEY CONTROL
 QW0249  ___________________________________________________________________
 QW0249* NAD 83(1986)-  45 37 35.     (N)    109 12 33.     (W)     SCALED    
 QW0249* NAVD 88     -      1079.717  (meters)    3542.37   (feet)  ADJUSTED  
 QW0249  ___________________________________________________________________
 QW0249  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 QW0249  DYNAMIC HT  -        1079.435 (meters)    3541.45  (feet)  COMP
 QW0249  MODELED GRAV-     980,317.3   (mgal)                       NAVD 88
 QW0249
 QW0249  VERT ORDER  -  FIRST     CLASS II
 QW0249
 QW0249.The horizontal coordinates were scaled from a topographic map and have
 QW0249.an estimated accuracy of +/- 6 seconds.
 QW0249
 QW0249.The orthometric height was determined by differential leveling
 QW0249.and adjusted by the National Geodetic Survey in June 1991..
 QW0249
 QW0249.The geoid height was determined by GEOID03.
 QW0249
 QW0249.The dynamic height is computed by dividing the NAVD 88
 QW0249.geopotential number by the normal gravity value computed on the
 QW0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0249.degrees latitude (g = 980.6199 gals.).
 QW0249
 QW0249.The modeled gravity was interpolated from observed gravity values.
 QW0249
 QW0249;                    North         East    Units  Estimated Accuracy
 QW0249;SPC MT       -   153,010.      622,670.      MT  (+/- 180 meters Scaled)
 QW0249
 QW0249                          SUPERSEDED SURVEY CONTROL
 QW0249
 QW0249  NGVD 29 (??/??/92) 1078.860  (m)         3539.56   (f) ADJ UNCH    1 2
 QW0249
 QW0249.Superseded values are not recommended for survey control.
 QW0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0249.See file dsdata.txt to determine how the superseded data were derived.
 QW0249
 QW0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR395540(NAD 83)
 QW0249_MARKER: P = PIPE CAP
 QW0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0249_STAMPING: H 6 1907 3539.560
 QW0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0249
 QW0249  HISTORY     - Date     Condition        Report By
 QW0249  HISTORY     - 1907     MONUMENTED       CGS
 QW0249  HISTORY     - 1957     GOOD             NGS
 QW0249  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0249
 QW0249                          STATION DESCRIPTION
 QW0249
 QW0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0249'2.35 MI SE FROM COLUMBUS.
 QW0249'ABOUT 2.35 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0249'STATION AT COLUMBUS, IN SECTION 25, T 2 S, R 20 E, 172 FEET NORTHEAST
 QW0249'OF MILEPOST 38, 74 1/2 FEET NORTH OF THE NORTH RAIL, 48 1/2 FEET NORTH
 QW0249'OF A FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 QW0249'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE
 QW0249'WHICH PROJECTS 6 INCHES.
 QW0249
 QW0249                          STATION RECOVERY (1982)
 QW0249
 QW0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1016 ***********************************************************************
 SS1016  DESIGNATION -  H 6 V
 SS1016  PID         -  SS1016
 SS1016  STATE/COUNTY-  MT/CASCADE
 SS1016  USGS QUAD   -  CASCADE COLONY (1983)
 SS1016
 SS1016                         *CURRENT SURVEY CONTROL
 SS1016  ___________________________________________________________________
 SS1016* NAD 83(1986)-  47 27 34.     (N)    111 48 37.     (W)     SCALED    
 SS1016* NAVD 88     -      1147.508  (meters)    3764.78   (feet)  ADJUSTED  
 SS1016  ___________________________________________________________________
 SS1016  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 SS1016  DYNAMIC HT  -        1147.422 (meters)    3764.50  (feet)  COMP
 SS1016  MODELED GRAV-     980,498.2   (mgal)                       NAVD 88
 SS1016
 SS1016  VERT ORDER  -  SECOND    CLASS 0
 SS1016
 SS1016.The horizontal coordinates were scaled from a topographic map and have
 SS1016.an estimated accuracy of +/- 6 seconds.
 SS1016
 SS1016.The orthometric height was determined by differential leveling
 SS1016.and adjusted by the National Geodetic Survey in June 1991..
 SS1016
 SS1016.The geoid height was determined by GEOID03.
 SS1016
 SS1016.The dynamic height is computed by dividing the NAVD 88
 SS1016.geopotential number by the normal gravity value computed on the
 SS1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1016.degrees latitude (g = 980.6199 gals.).
 SS1016
 SS1016.The modeled gravity was interpolated from observed gravity values.
 SS1016
 SS1016;                    North         East    Units  Estimated Accuracy
 SS1016;SPC MT       -   359,190.      425,930.      MT  (+/- 180 meters Scaled)
 SS1016
 SS1016                          SUPERSEDED SURVEY CONTROL
 SS1016
 SS1016  NGVD 29 (??/??/92) 1146.582  (m)         3761.74   (f) ADJ UNCH    2 0
 SS1016
 SS1016.Superseded values are not recommended for survey control.
 SS1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1016.See file dsdata.txt to determine how the superseded data were derived.
 SS1016
 SS1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT389565(NAD 83)
 SS1016_MARKER: DS = TRIANGULATION STATION DISK
 SS1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1016_STAMPING: H6V 1961
 SS1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1016+STABILITY: SURFACE MOTION
 SS1016
 SS1016  HISTORY     - Date     Condition        Report By
 SS1016  HISTORY     - 1961     MONUMENTED       CGS
 SS1016
 SS1016                          STATION DESCRIPTION
 SS1016
 SS1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1016'3.6 MI S FROM FORT SHAW.
 SS1016'3.35 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE
 SS1016'CONGREGATIONAL CHURCH AT FORT SHAW, THENCE 0.25 MILE WEST ALONG A
 SS1016'FENCE LINE, AT THE JUNCTION OF FENCES, 61 FEET NORTH OF THE FENCE
 SS1016'JUNCTION, 4 FEET EAST OF A FENCE, 3.0 FEET WEST-NORTHWEST OF A WITNESS
 SS1016'POST, ABOUT 1 FOOT HIGHER THAN R.M. 1, AND SET IN THE TOP OF A
 SS1016'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1015 ***********************************************************************
 SS1015  DESIGNATION -  H 6 V RM 1
 SS1015  PID         -  SS1015
 SS1015  STATE/COUNTY-  MT/CASCADE
 SS1015  USGS QUAD   -  CASCADE COLONY (1983)
 SS1015
 SS1015                         *CURRENT SURVEY CONTROL
 SS1015  ___________________________________________________________________
 SS1015* NAD 83(1986)-  47 27 34.     (N)    111 48 37.     (W)     SCALED    
 SS1015* NAVD 88     -      1146.838  (meters)    3762.58   (feet)  ADJUSTED  
 SS1015  ___________________________________________________________________
 SS1015  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 SS1015  DYNAMIC HT  -        1146.753 (meters)    3762.31  (feet)  COMP
 SS1015  MODELED GRAV-     980,498.2   (mgal)                       NAVD 88
 SS1015
 SS1015  VERT ORDER  -  SECOND    CLASS 0
 SS1015
 SS1015.The horizontal coordinates were scaled from a topographic map and have
 SS1015.an estimated accuracy of +/- 6 seconds.
 SS1015
 SS1015.The orthometric height was determined by differential leveling
 SS1015.and adjusted by the National Geodetic Survey in June 1991..
 SS1015
 SS1015.The geoid height was determined by GEOID03.
 SS1015
 SS1015.The dynamic height is computed by dividing the NAVD 88
 SS1015.geopotential number by the normal gravity value computed on the
 SS1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1015.degrees latitude (g = 980.6199 gals.).
 SS1015
 SS1015.The modeled gravity was interpolated from observed gravity values.
 SS1015
 SS1015;                    North         East    Units  Estimated Accuracy
 SS1015;SPC MT       -   359,190.      425,930.      MT  (+/- 180 meters Scaled)
 SS1015
 SS1015                          SUPERSEDED SURVEY CONTROL
 SS1015
 SS1015  NGVD 29 (??/??/92) 1145.912  (m)         3759.55   (f) ADJ UNCH    2 0
 SS1015
 SS1015.Superseded values are not recommended for survey control.
 SS1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1015.See file dsdata.txt to determine how the superseded data were derived.
 SS1015
 SS1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT389565(NAD 83)
 SS1015_MARKER: DR = REFERENCE MARK DISK
 SS1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1015_STAMPING: H6V NO. 1 1961
 SS1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1015+STABILITY: SURFACE MOTION
 SS1015
 SS1015  HISTORY     - Date     Condition        Report By
 SS1015  HISTORY     - 1961     MONUMENTED       CGS
 SS1015
 SS1015                          STATION DESCRIPTION
 SS1015
 SS1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1015'3.6 MI S FROM FORT SHAW.
 SS1015'3.35 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE
 SS1015'CONGREGATIONAL CHURCH AT FORT SHAW, THENCE 0.25 MILE WEST ALONG A
 SS1015'FENCE LINE, AT THE JUNCTION OF FENCES, 69 FEET NORTH-NORTHEAST OF THE
 SS1015'FENCE JUNCTION, 21.0 FEET EAST OF TRIANGULATION STATION H6V, 25.0 FEET
 SS1015'EAST-SOUTHEAST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE STATION, AND
 SS1015'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS1015'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1017 ***********************************************************************
 SS1017  DESIGNATION -  H 6 V RM 2
 SS1017  PID         -  SS1017
 SS1017  STATE/COUNTY-  MT/CASCADE
 SS1017  USGS QUAD   -  CASCADE COLONY (1983)
 SS1017
 SS1017                         *CURRENT SURVEY CONTROL
 SS1017  ___________________________________________________________________
 SS1017* NAD 83(1986)-  47 27 32.     (N)    111 48 36.     (W)     SCALED    
 SS1017* NAVD 88     -      1147.740  (meters)    3765.54   (feet)  ADJUSTED  
 SS1017  ___________________________________________________________________
 SS1017  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 SS1017  DYNAMIC HT  -        1147.655 (meters)    3765.26  (feet)  COMP
 SS1017  MODELED GRAV-     980,498.2   (mgal)                       NAVD 88
 SS1017
 SS1017  VERT ORDER  -  SECOND    CLASS 0
 SS1017
 SS1017.The horizontal coordinates were scaled from a topographic map and have
 SS1017.an estimated accuracy of +/- 6 seconds.
 SS1017
 SS1017.The orthometric height was determined by differential leveling
 SS1017.and adjusted by the National Geodetic Survey in June 1991..
 SS1017
 SS1017.The geoid height was determined by GEOID03.
 SS1017
 SS1017.The dynamic height is computed by dividing the NAVD 88
 SS1017.geopotential number by the normal gravity value computed on the
 SS1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1017.degrees latitude (g = 980.6199 gals.).
 SS1017
 SS1017.The modeled gravity was interpolated from observed gravity values.
 SS1017
 SS1017;                    North         East    Units  Estimated Accuracy
 SS1017;SPC MT       -   359,130.      425,950.      MT  (+/- 180 meters Scaled)
 SS1017
 SS1017                          SUPERSEDED SURVEY CONTROL
 SS1017
 SS1017  NGVD 29 (??/??/92) 1146.814  (m)         3762.51   (f) ADJ UNCH    2 0
 SS1017
 SS1017.Superseded values are not recommended for survey control.
 SS1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1017.See file dsdata.txt to determine how the superseded data were derived.
 SS1017
 SS1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT389564(NAD 83)
 SS1017_MARKER: DR = REFERENCE MARK DISK
 SS1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1017_STAMPING: H6V NO. 2 1961
 SS1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1017+STABILITY: SURFACE MOTION
 SS1017
 SS1017  HISTORY     - Date     Condition        Report By
 SS1017  HISTORY     - 1961     MONUMENTED       CGS
 SS1017
 SS1017                          STATION DESCRIPTION
 SS1017
 SS1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1017'3.6 MI S FROM FORT SHAW.
 SS1017'3.35 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE
 SS1017'CONGREGATIONAL CHURCH AT FORT SHAW, THENCE 0.25 MILES WEST ALONG A
 SS1017'FENCE LINE, AT THE JUNCTION OF FENCES, 30 FEET SOUTH-SOUTHWEST OF
 SS1017'TRIANGULATION STATION H6V, 31 FEET NORTH OF THE FENCE JUNCTION, 1.5
 SS1017'FEET EAST OF A FENCE, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP
 SS1017'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0133 ***********************************************************************
 QU0133  DESIGNATION -  H 60
 QU0133  PID         -  QU0133
 QU0133  STATE/COUNTY-  MT/POWDER RIVER
 QU0133  USGS QUAD   -  PINE CREEK (1970)
 QU0133
 QU0133                         *CURRENT SURVEY CONTROL
 QU0133  ___________________________________________________________________
 QU0133* NAD 83(1986)-  45 10 59.     (N)    105 19 53.     (W)     SCALED    
 QU0133* NAVD 88     -       990.180  (meters)    3248.62   (feet)  ADJUSTED  
 QU0133  ___________________________________________________________________
 QU0133  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 QU0133  DYNAMIC HT  -         989.938 (meters)    3247.82  (feet)  COMP
 QU0133  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 QU0133
 QU0133  VERT ORDER  -  FIRST     CLASS II
 QU0133
 QU0133.The horizontal coordinates were scaled from a topographic map and have
 QU0133.an estimated accuracy of +/- 6 seconds.
 QU0133
 QU0133.The orthometric height was determined by differential leveling
 QU0133.and adjusted by the National Geodetic Survey in June 1991..
 QU0133
 QU0133.The geoid height was determined by GEOID03.
 QU0133
 QU0133.The dynamic height is computed by dividing the NAVD 88
 QU0133.geopotential number by the normal gravity value computed on the
 QU0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0133.degrees latitude (g = 980.6199 gals.).
 QU0133
 QU0133.The modeled gravity was interpolated from observed gravity values.
 QU0133
 QU0133;                    North         East    Units  Estimated Accuracy
 QU0133;SPC MT       -   112,420.      927,450.      MT  (+/- 180 meters Scaled)
 QU0133
 QU0133                          SUPERSEDED SURVEY CONTROL
 QU0133
 QU0133  NGVD 29 (??/??/92)  989.568  (m)         3246.61   (f) ADJ UNCH    1 2
 QU0133
 QU0133.Superseded values are not recommended for survey control.
 QU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0133.See file dsdata.txt to determine how the superseded data were derived.
 QU0133
 QU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL739033(NAD 83)
 QU0133_MARKER: DB = BENCH MARK DISK
 QU0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0133_STAMPING: H 60 1933
 QU0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0133+STABILITY: SURFACE MOTION
 QU0133
 QU0133  HISTORY     - Date     Condition        Report By
 QU0133  HISTORY     - 1933     MONUMENTED       CGS
 QU0133  HISTORY     - 1970     GOOD             USGS
 QU0133  HISTORY     - 1985     MARK NOT FOUND   NGS
 QU0133
 QU0133                          STATION DESCRIPTION
 QU0133
 QU0133'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QU0133'19.7 MI S FROM BROADUS.
 QU0133'3.8 MILES SE ALONG U.S. HWY. 212 FROM BROADUS, MONT.  THEN SOUTH
 QU0133'15.8 MILES ON STATE HWY. 59 TO A ROAD CROSSING.  THE BM IS 640
 QU0133'FT. NNE ALONG HWY. AND 415 FT. ESE NORMAL TO HWY. FROM ROAD
 QU0133'CROSSING, 20 FT. EAST OF OLD ROAD BED.  A STANDARD DISK, STAMPED
 QU0133'H 60 1933 AND SET IN A CONCRETE POST PROJECTING 0.5 FT.
 QU0133
 QU0133                          STATION RECOVERY (1985)
 QU0133
 QU0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0133'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0197 ***********************************************************************
 QU0197  DESIGNATION -  H 61
 QU0197  PID         -  QU0197
 QU0197  STATE/COUNTY-  MT/CUSTER
 QU0197  USGS QUAD   -  VOLBORG (1973)
 QU0197
 QU0197                         *CURRENT SURVEY CONTROL
 QU0197  ___________________________________________________________________
 QU0197* NAD 83(1986)-  45 46 47.     (N)    105 38 28.     (W)     SCALED    
 QU0197* NAVD 88     -       960.797  (meters)    3152.21   (feet)  ADJUSTED  
 QU0197  ___________________________________________________________________
 QU0197  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 QU0197  DYNAMIC HT  -         960.616 (meters)    3151.62  (feet)  COMP
 QU0197  MODELED GRAV-     980,394.5   (mgal)                       NAVD 88
 QU0197
 QU0197  VERT ORDER  -  FIRST     CLASS II
 QU0197
 QU0197.The horizontal coordinates were scaled from a topographic map and have
 QU0197.an estimated accuracy of +/- 6 seconds.
 QU0197
 QU0197.The orthometric height was determined by differential leveling
 QU0197.and adjusted by the National Geodetic Survey in June 1991..
 QU0197
 QU0197.The geoid height was determined by GEOID03.
 QU0197
 QU0197.The dynamic height is computed by dividing the NAVD 88
 QU0197.geopotential number by the normal gravity value computed on the
 QU0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0197.degrees latitude (g = 980.6199 gals.).
 QU0197
 QU0197.The modeled gravity was interpolated from observed gravity values.
 QU0197
 QU0197;                    North         East    Units  Estimated Accuracy
 QU0197;SPC MT       -   177,390.      899,870.      MT  (+/- 180 meters Scaled)
 QU0197
 QU0197                          SUPERSEDED SURVEY CONTROL
 QU0197
 QU0197  NGVD 29 (??/??/92)  960.144  (m)         3150.07   (f) ADJ UNCH    1 2
 QU0197
 QU0197.Superseded values are not recommended for survey control.
 QU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0197.See file dsdata.txt to determine how the superseded data were derived.
 QU0197
 QU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL501697(NAD 83)
 QU0197_MARKER: DB = BENCH MARK DISK
 QU0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0197_STAMPING: H 61 1933
 QU0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0197+STABILITY: SURFACE MOTION
 QU0197
 QU0197  HISTORY     - Date     Condition        Report By
 QU0197  HISTORY     - 1933     MONUMENTED       CGS
 QU0197  HISTORY     - 1953     GOOD             NGS
 QU0197  HISTORY     - 1973     MARK NOT FOUND   USGS
 QU0197  HISTORY     - 1985     MARK NOT FOUND   NGS
 QU0197
 QU0197                          STATION DESCRIPTION
 QU0197
 QU0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0197'26.3 MI N FROM BROADUS.
 QU0197'IN CUSTER COUNTY, 26.3 MILES NORTH ALONG STATE HIGHWAY 22 FROM
 QU0197'THE INTERSECTION WITH THE MAIN NORTH-AND-SOUTH STREET AT BROADUS,
 QU0197'POWDER RIVER COUNTY, 4.9 MILES SOUTH OF VOLBORG, CUSTER COUNTY,
 QU0197'3.9 MILES NORTH OF THE ROAD LEADING TO COALWOOD, 27 FEET WEST OF
 QU0197'A FIELD-ROAD ENTRANCE, AND 59 FEET NORTH OF THE CENTERLINE OF
 QU0197'THE HIGHWAY.  A STANDARD DISK, STAMPED H 61 1933 AND SET IN THE
 QU0197'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QU0197
 QU0197                          STATION RECOVERY (1973)
 QU0197
 QU0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QU0197'MARK NOT FOUND.
 QU0197
 QU0197                          STATION RECOVERY (1985)
 QU0197
 QU0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0197'NOT RECOVERED.  POSSIBLY DESTROYED BY FARMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4491 ***********************************************************************
 AA4491  DESIGNATION -  H 63 RESET
 AA4491  PID         -  AA4491
 AA4491  STATE/COUNTY-  MT/ROOSEVELT
 AA4491  USGS QUAD   -  CHELSEA NW (1972)
 AA4491
 AA4491                         *CURRENT SURVEY CONTROL
 AA4491  ___________________________________________________________________
 AA4491* NAD 83(1986)-  48 10 58.     (N)    105 29 45.     (W)     SCALED    
 AA4491* NAVD 88     -       646.96   (+/-2cm)    2122.6    (feet)  VERTCON   
 AA4491  ___________________________________________________________________
 AA4491  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 AA4491
 AA4491  VERT ORDER  -  THIRD (See Below)
 AA4491
 AA4491.The horizontal coordinates were scaled from a topographic map and have
 AA4491.an estimated accuracy of +/- 6 seconds.
 AA4491
 AA4491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4491.The vertical order pertains to the NGVD 29 superseded value.
 AA4491
 AA4491.The geoid height was determined by GEOID03.
 AA4491
 AA4491;                    North         East    Units  Estimated Accuracy
 AA4491;SPC MT       -   444,620.      897,510.      MT  (+/- 180 meters Scaled)
 AA4491
 AA4491                          SUPERSEDED SURVEY CONTROL
 AA4491
 AA4491  NGVD 29 (03/30/06)  646.36   (m)         2120.6    (f) RESET       3  
 AA4491
 AA4491.Superseded values are not recommended for survey control.
 AA4491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4491.See file dsdata.txt to determine how the superseded data were derived.
 AA4491
 AA4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP631367(NAD 83)
 AA4491_MARKER: DV = VERTICAL CONTROL DISK
 AA4491_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA4491_SP_SET: BRIDGE WINGWALL
 AA4491_STAMPING: H 63 RESET 1992
 AA4491_MARK LOGO: NGS   
 AA4491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4491+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA4491
 AA4491  HISTORY     - Date     Condition        Report By
 AA4491  HISTORY     - 1992     MONUMENTED       MTDOT
 AA4491
 AA4491                          STATION DESCRIPTION
 AA4491
 AA4491'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1992 (DRD)
 AA4491'5.3 MI (8.5 KM) NORTH ALONG STATE HIGHWAY 13 FROM MACON, ROOSEVELT
 AA4491'COUNTY, AT A CONCRETE BRIDGE, AND SET IN THE NORTHWEST WINGWALL OF THE
 AA4491'NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0187 ***********************************************************************
 TH0187  DESIGNATION -  H 64
 TH0187  PID         -  TH0187
 TH0187  STATE/COUNTY-  MT/DANIELS
 TH0187  USGS QUAD   -  NAVAJO (1973)
 TH0187
 TH0187                         *CURRENT SURVEY CONTROL
 TH0187  ___________________________________________________________________
 TH0187* NAD 83(1986)-  48 47 51.     (N)    105 03 43.     (W)     SCALED    
 TH0187* NAVD 88     -       739.892  (meters)    2427.46   (feet)  ADJUSTED  
 TH0187  ___________________________________________________________________
 TH0187  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TH0187  DYNAMIC HT  -         740.016 (meters)    2427.87  (feet)  COMP
 TH0187  MODELED GRAV-     980,753.6   (mgal)                       NAVD 88
 TH0187
 TH0187  VERT ORDER  -  SECOND    CLASS 0
 TH0187
 TH0187.The horizontal coordinates were scaled from a topographic map and have
 TH0187.an estimated accuracy of +/- 6 seconds.
 TH0187
 TH0187.The orthometric height was determined by differential leveling
 TH0187.and adjusted by the National Geodetic Survey in June 1991..
 TH0187
 TH0187.The geoid height was determined by GEOID03.
 TH0187
 TH0187.The dynamic height is computed by dividing the NAVD 88
 TH0187.geopotential number by the normal gravity value computed on the
 TH0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0187.degrees latitude (g = 980.6199 gals.).
 TH0187
 TH0187.The modeled gravity was interpolated from observed gravity values.
 TH0187
 TH0187;                    North         East    Units  Estimated Accuracy
 TH0187;SPC MT       -   514,580.      925,840.      MT  (+/- 180 meters Scaled)
 TH0187
 TH0187                          SUPERSEDED SURVEY CONTROL
 TH0187
 TH0187  NGVD 29 (??/??/92)  739.320  (m)         2425.59   (f) ADJ UNCH    2 0
 TH0187
 TH0187.Superseded values are not recommended for survey control.
 TH0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0187.See file dsdata.txt to determine how the superseded data were derived.
 TH0187
 TH0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ954049(NAD 83)
 TH0187_MARKER: DB = BENCH MARK DISK
 TH0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TH0187_SP_SET: PIER
 TH0187_STAMPING: H 64 1934
 TH0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0187
 TH0187  HISTORY     - Date     Condition        Report By
 TH0187  HISTORY     - 1934     MONUMENTED       CGS
 TH0187
 TH0187                          STATION DESCRIPTION
 TH0187
 TH0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0187'IN NAVAJO.
 TH0187'AT NAVAJO, DANIELS COUNTY, 88 YARDS WEST OF THE GREAT NORTHERN RAILWAY
 TH0187'STATION, IN THE TOP OF THE SOUTHWEST PIER OF AN OLD WATER TANK
 TH0187'FOUNDATION, AND 13 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 TH0187'STANDARD DISK, STAMPED H 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0218 ***********************************************************************
 SR0218  DESIGNATION -  H 65
 SR0218  PID         -  SR0218
 SR0218  STATE/COUNTY-  MT/FERGUS
 SR0218  USGS QUAD   -  BAKER MONUMENT (1954)
 SR0218
 SR0218                         *CURRENT SURVEY CONTROL
 SR0218  ___________________________________________________________________
 SR0218* NAD 83(1992)-  47 42 47.20262(N)    108 58 18.15088(W)     ADJUSTED  
 SR0218* NAVD 88     -       935.102  (meters)    3067.91   (feet)  ADJUSTED  
 SR0218  ___________________________________________________________________
 SR0218  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 SR0218  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 SR0218  DYNAMIC HT  -         935.134 (meters)    3068.02  (feet)  COMP
 SR0218  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 SR0218
 SR0218  HORZ ORDER  -  SECOND
 SR0218  VERT ORDER  -  FIRST     CLASS II
 SR0218
 SR0218.The horizontal coordinates were established by classical geodetic methods
 SR0218.and adjusted by the National Geodetic Survey in July 1992..
 SR0218
 SR0218.The orthometric height was determined by differential leveling
 SR0218.and adjusted by the National Geodetic Survey in June 1991..
 SR0218
 SR0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0218
 SR0218.The geoid height was determined by GEOID03.
 SR0218
 SR0218.The dynamic height is computed by dividing the NAVD 88
 SR0218.geopotential number by the normal gravity value computed on the
 SR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0218.degrees latitude (g = 980.6199 gals.).
 SR0218
 SR0218.The modeled gravity was interpolated from observed gravity values.
 SR0218
 SR0218;                    North         East     Units Scale Factor Converg.
 SR0218;SPC MT       -   384,947.014   639,620.599   MT  0.99946743   +0 23 11.2
 SR0218;SPC MT       - 1,262,949.52  2,098,492.78   iFT  0.99946743   +0 23 11.2
 SR0218;UTM  12      - 5,286,407.107   652,135.392   MT  0.99988442   +1 30 02.8
 SR0218
 SR0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0218!SPC MT       -   0.99985578  x   0.99946743  =   0.99932329
 SR0218!UTM  12      -   0.99985578  x   0.99988442  =   0.99974022
 SR0218
 SR0218|---------------------------------------------------------------------|
 SR0218| PID    Reference Object                     Distance      Geod. Az  |
 SR0218|                                                           dddmmss.s |
 SR0218| CQ5051 H 65 RM 1                             7.774 METERS 14207     |
 SR0218| CQ5052 H 65 RM 2                             8.559 METERS 26234     |
 SR0218| CQ5050 H 65 AZ MK                                         2901216.3 |
 SR0218|---------------------------------------------------------------------|
 SR0218
 SR0218                          SUPERSEDED SURVEY CONTROL
 SR0218
 SR0218  NAD 83(1986)-  47 42 47.19971(N)    108 58 18.13300(W) AD(       ) 2
 SR0218  NAD 27      -  47 42 47.24800(N)    108 58 15.55500(W) AD(       ) 2
 SR0218  NGVD 29 (??/??/92)  934.348  (m)         3065.44   (f) ADJ UNCH    1 2
 SR0218
 SR0218.Superseded values are not recommended for survey control.
 SR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0218.See file dsdata.txt to determine how the superseded data were derived.
 SR0218
 SR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT5213586407(NAD 83)
 SR0218_MARKER: DB = BENCH MARK DISK
 SR0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0218_STAMPING: 3065.440 H 65 1933
 SR0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0218+STABILITY: SURFACE MOTION
 SR0218
 SR0218  HISTORY     - Date     Condition        Report By
 SR0218  HISTORY     - 1933     MONUMENTED       CGS
 SR0218  HISTORY     - 1934     GOOD             NGS
 SR0218  HISTORY     - 1949     GOOD             CGS
 SR0218
 SR0218                          STATION DESCRIPTION
 SR0218
 SR0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0218'29.0 MI NE FROM WINIFRED.
 SR0218'29.0 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM WINIFRED, FERGUS
 SR0218'COUNTY, ON THE TOP OF A SMALL SAGEBRUSH COVERED KNOLL, AND 33 FEET
 SR0218'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 SR0218'3065.440 H 65 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SR0218'ABOUT 1 FOOT ABOVE GROUND.
 SR0218
 SR0218                          STATION RECOVERY (1949)
 SR0218
 SR0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR0218'STATION IS 15-1/2 MILES NORTHEAST OF WINIFRED, AND 3-1/2
 SR0218'MILES SOUTHWEST OF THE FERRY CROSSING, ON THE MISSOURI
 SR0218'RIVER, ON A SMALL, PROMINENT SAGE COVERED KNOLL WHICH IS
 SR0218'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 35 FEET
 SR0218'NORTH OF THE APPROXIMATE CENTER OF ROAD AND 7.4 FEET
 SR0218'SOUTHWEST OF A WITNESS POST.
 SR0218'
 SR0218'TO REACH THE STATION FROM THE MAIN CROSS STREETS AND THE LIGHT
 SR0218'POLE IN WINIFRED, GO EAST AND NORTHEAST ON THE MAIN ROAD
 SR0218'TOWARDS THE FERRY AND MALTA FOR 28.5 MILES TO THE AZIMUTH
 SR0218'MARK ON THE LEFT, CONTINUE EAST 0.7 MILE TO THE STATION ON THE
 SR0218'LEFT.
 SR0218'
 SR0218'STATION MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 SR0218'12-INCH SQUARE CONCRETE POST THAT PROJECTS 16 INCHES AND
 SR0218'THE DISK IS STAMPED H 65 1933.
 SR0218'
 SR0218'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE APPROXIMATE
 SR0218'CENTER OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 SR0218'STAMPED B M H 65 NO 1 1948.
 SR0218'
 SR0218'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF THE APPROXIMATE
 SR0218'CENTER OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK
 SR0218'IS STAMPED B M H 65 NO 2 1948.
 SR0218'
 SR0218'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE FROM THE STATION.
 SR0218'IT IS 24 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD AND
 SR0218'6.5 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 SR0218'AND THE DISK IS STAMPED B M H 65 1948.
 SR0218'
 SR0218'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET IN THE
 SR0218'TOPS OF 12-INCH SQUARE CONCRETE POSTS AND WERE SET BY M.J.
 SR0218'TONKEL IN 1948.
 SR0218'
 SR0218'A 4 FOOT STAND AT BENCH MARK H 65 WILL SEE A 20 FOOT STAND
 SR0218'AT TWO CALF 1948 AND A 4 FOOT STAND AT LION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1024 ***********************************************************************
 SR1024  DESIGNATION -  H 66
 SR1024  PID         -  SR1024
 SR1024  STATE/COUNTY-  MT/PHILLIPS
 SR1024  USGS QUAD   -  VESETH RESERVOIR (1965)
 SR1024
 SR1024                         *CURRENT SURVEY CONTROL
 SR1024  ___________________________________________________________________
 SR1024* NAD 83(1986)-  47 59 54.     (N)    108 15 01.     (W)     SCALED    
 SR1024* NAVD 88     -       863.005  (meters)    2831.38   (feet)  ADJUSTED  
 SR1024  ___________________________________________________________________
 SR1024  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SR1024  DYNAMIC HT  -         863.035 (meters)    2831.47  (feet)  COMP
 SR1024  MODELED GRAV-     980,617.0   (mgal)                       NAVD 88
 SR1024
 SR1024  VERT ORDER  -  FIRST     CLASS II
 SR1024
 SR1024.The horizontal coordinates were scaled from a topographic map and have
 SR1024.an estimated accuracy of +/- 6 seconds.
 SR1024
 SR1024.The orthometric height was determined by differential leveling
 SR1024.and adjusted by the National Geodetic Survey in June 1991..
 SR1024
 SR1024.The geoid height was determined by GEOID03.
 SR1024
 SR1024.The dynamic height is computed by dividing the NAVD 88
 SR1024.geopotential number by the normal gravity value computed on the
 SR1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR1024.degrees latitude (g = 980.6199 gals.).
 SR1024
 SR1024.The modeled gravity was interpolated from observed gravity values.
 SR1024
 SR1024;                    North         East    Units  Estimated Accuracy
 SR1024;SPC MT       -   417,250.      693,220.      MT  (+/- 180 meters Scaled)
 SR1024
 SR1024                          SUPERSEDED SURVEY CONTROL
 SR1024
 SR1024  NGVD 29 (??/??/92)  862.230  (m)         2828.83   (f) ADJ UNCH    1 2
 SR1024
 SR1024.Superseded values are not recommended for survey control.
 SR1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1024.See file dsdata.txt to determine how the superseded data were derived.
 SR1024
 SR1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYU051197(NAD 83)
 SR1024_MARKER: DB = BENCH MARK DISK
 SR1024_SETTING: 80 = SET IN A BOULDER
 SR1024_STAMPING: 2828.833 H 66 1933
 SR1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1024+STABILITY: SURFACE MOTION
 SR1024
 SR1024  HISTORY     - Date     Condition        Report By
 SR1024  HISTORY     - 1933     MONUMENTED       CGS
 SR1024  HISTORY     - 1934     GOOD             NGS
 SR1024  HISTORY     - 1971     MARK NOT FOUND   USGS
 SR1024  HISTORY     - 1980     MARK NOT FOUND   NGS
 SR1024
 SR1024                          STATION DESCRIPTION
 SR1024
 SR1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR1024'16.7 MI NE FROM ZORTMAN.
 SR1024'16.7 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM ZORTMAN, PHILLIPS
 SR1024'COUNTY, ON THE SOUTHEAST SLOPE OF A HILL, 100 FEET FROM THE SUMMIT,
 SR1024'114 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN A GRANITE
 SR1024'BOULDER.  A STANDARD DISK, STAMPED 2828.833 H 66 1933.
 SR1024
 SR1024                          STATION RECOVERY (1971)
 SR1024
 SR1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SR1024'MARK NOT FOUND.
 SR1024
 SR1024                          STATION RECOVERY (1980)
 SR1024
 SR1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR1024'NOTE=THE MARK WAS SEARCHED FOR IN THE AREA BUT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0287 ***********************************************************************
 QY0287  DESIGNATION -  H 67
 QY0287  PID         -  QY0287
 QY0287  STATE/COUNTY-  MT/BEAVERHEAD
 QY0287  USGS QUAD   -  FOX GULCH (1988)
 QY0287
 QY0287                         *CURRENT SURVEY CONTROL
 QY0287  ___________________________________________________________________
 QY0287* NAD 83(1986)-  45 23 19.     (N)    113 25 17.     (W)     SCALED    
 QY0287* NAVD 88     -      1962.164  (meters)    6437.53   (feet)  ADJUSTED  
 QY0287  ___________________________________________________________________
 QY0287  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 QY0287  DYNAMIC HT  -        1961.175 (meters)    6434.29  (feet)  COMP
 QY0287  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 QY0287
 QY0287  VERT ORDER  -  SECOND    CLASS 0
 QY0287
 QY0287.The horizontal coordinates were scaled from a topographic map and have
 QY0287.an estimated accuracy of +/- 6 seconds.
 QY0287
 QY0287.The orthometric height was determined by differential leveling
 QY0287.and adjusted by the National Geodetic Survey in June 1991..
 QY0287
 QY0287.The geoid height was determined by GEOID03.
 QY0287
 QY0287.The dynamic height is computed by dividing the NAVD 88
 QY0287.geopotential number by the normal gravity value computed on the
 QY0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0287.degrees latitude (g = 980.6199 gals.).
 QY0287
 QY0287.The modeled gravity was interpolated from observed gravity values.
 QY0287
 QY0287;                    North         East    Units  Estimated Accuracy
 QY0287;SPC MT       -   134,230.      293,100.      MT  (+/- 180 meters Scaled)
 QY0287
 QY0287                          SUPERSEDED SURVEY CONTROL
 QY0287
 QY0287  NGVD 29 (??/??/92) 1960.840  (m)         6433.19   (f) ADJ UNCH    2 0
 QY0287
 QY0287.Superseded values are not recommended for survey control.
 QY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0287.See file dsdata.txt to determine how the superseded data were derived.
 QY0287
 QY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR104289(NAD 83)
 QY0287_MARKER: DB = BENCH MARK DISK
 QY0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0287_SP_SET: CULVERT
 QY0287_STAMPING: H 67 1934
 QY0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0287
 QY0287  HISTORY     - Date     Condition        Report By
 QY0287  HISTORY     - 1934     MONUMENTED       CGS
 QY0287  HISTORY     - 1974     GOOD             USGS
 QY0287
 QY0287                          STATION DESCRIPTION
 QY0287
 QY0287'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QY0287'1.5 MI N FROM JACKSON.
 QY0287'1.5 MILES NORTH ALONG STATE HWY. 278 FROM SCHOOL HOUSE AT JACKSON,
 QY0287'MONTANA.  0.3 MILES NORTHWEST OF THE OLD LAPHAN RANCH HOUSE, 355 FEET
 QY0287'SOUTHEAST OF A IRRIGATION DICTCH WHICH CROSSES THE HIGHWAY IN A
 QY0287'CULVERT AND A FIELD ROAD TURNOFF EAST, 25 FEET NORTHEAST OF THE
 QY0287'CENTERLINE OF THE HIGHWAY IN THE EAST ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0176 ***********************************************************************
 QY0176  DESIGNATION -  H 68
 QY0176  PID         -  QY0176
 QY0176  STATE/COUNTY-  MT/BEAVERHEAD
 QY0176  USGS QUAD   -  DILLON WEST (1979)
 QY0176
 QY0176                         *CURRENT SURVEY CONTROL
 QY0176  ___________________________________________________________________
 QY0176* NAD 83(1986)-  45 14 05.     (N)    112 43 11.     (W)     SCALED    
 QY0176* NAVD 88     -      1689.875  (meters)    5544.20   (feet)  ADJUSTED  
 QY0176  ___________________________________________________________________
 QY0176  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 QY0176  DYNAMIC HT  -        1689.138 (meters)    5541.78  (feet)  COMP
 QY0176  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 QY0176
 QY0176  VERT ORDER  -  SECOND    CLASS 0
 QY0176
 QY0176.The horizontal coordinates were scaled from a topographic map and have
 QY0176.an estimated accuracy of +/- 6 seconds.
 QY0176
 QY0176.The orthometric height was determined by differential leveling
 QY0176.and adjusted by the National Geodetic Survey in June 1991..
 QY0176
 QY0176.The geoid height was determined by GEOID03.
 QY0176
 QY0176.The dynamic height is computed by dividing the NAVD 88
 QY0176.geopotential number by the normal gravity value computed on the
 QY0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0176.degrees latitude (g = 980.6199 gals.).
 QY0176
 QY0176.The modeled gravity was interpolated from observed gravity values.
 QY0176
 QY0176;                    North         East    Units  Estimated Accuracy
 QY0176;SPC MT       -   114,640.      347,280.      MT  (+/- 180 meters Scaled)
 QY0176
 QY0176                          SUPERSEDED SURVEY CONTROL
 QY0176
 QY0176  NGVD 29 (??/??/92) 1688.688  (m)         5540.30   (f) ADJ UNCH    2 0
 QY0176
 QY0176.Superseded values are not recommended for survey control.
 QY0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0176.See file dsdata.txt to determine how the superseded data were derived.
 QY0176
 QY0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR650104(NAD 83)
 QY0176_MARKER: DB = BENCH MARK DISK
 QY0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0176_STAMPING: H 68 1934
 QY0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0176+STABILITY: SURFACE MOTION
 QY0176
 QY0176  HISTORY     - Date     Condition        Report By
 QY0176  HISTORY     - 1934     MONUMENTED       CGS
 QY0176
 QY0176                          STATION DESCRIPTION
 QY0176
 QY0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0176'4.7 MI W FROM DILLON.
 QY0176'4.7 MILES WEST ALONG STATE HIGHWAY 36 FROM THE UNION PACIFIC RAILROAD
 QY0176'STATION AT DILLON, BEAVERHEAD COUNTY, 0.6 MILE NORTHEAST OF J.N.
 QY0176'RANCH, ON THE SUMMIT OF A HILL, 335 FEET SOUTHWEST OF THE CROSSING OF
 QY0176'A LARGE DITCH, 325 FEET NORTHWEST OF A SHACK, 63 FEET SOUTH OF THE
 QY0176'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 QY0176'DISK, STAMPED H 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0452 ***********************************************************************
 RX0452  DESIGNATION -  H 69
 RX0452  PID         -  RX0452
 RX0452  STATE/COUNTY-  MT/DEER LODGE
 RX0452  USGS QUAD   -  ANACONDA SOUTH (1996)
 RX0452
 RX0452                         *CURRENT SURVEY CONTROL
 RX0452  ___________________________________________________________________
 RX0452* NAD 83(1986)-  46 03 45.     (N)    112 58 17.     (W)     SCALED    
 RX0452* NAVD 88     -      1812.833  (meters)    5947.60   (feet)  ADJUSTED  
 RX0452  ___________________________________________________________________
 RX0452  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 RX0452  DYNAMIC HT  -        1812.102 (meters)    5945.20  (feet)  COMP
 RX0452  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 RX0452
 RX0452  VERT ORDER  -  SECOND    CLASS 0
 RX0452
 RX0452.The horizontal coordinates were scaled from a topographic map and have
 RX0452.an estimated accuracy of +/- 6 seconds.
 RX0452
 RX0452.The orthometric height was determined by differential leveling
 RX0452.and adjusted by the National Geodetic Survey in June 1991..
 RX0452
 RX0452.The geoid height was determined by GEOID03.
 RX0452
 RX0452.The dynamic height is computed by dividing the NAVD 88
 RX0452.geopotential number by the normal gravity value computed on the
 RX0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0452.degrees latitude (g = 980.6199 gals.).
 RX0452
 RX0452.The modeled gravity was interpolated from observed gravity values.
 RX0452
 RX0452;                    North         East    Units  Estimated Accuracy
 RX0452;SPC MT       -   207,370.      331,610.      MT  (+/- 180 meters Scaled)
 RX0452
 RX0452                          SUPERSEDED SURVEY CONTROL
 RX0452
 RX0452  NGVD 29 (??/??/92) 1811.598  (m)         5943.55   (f) ADJ UNCH    2 0
 RX0452
 RX0452.Superseded values are not recommended for survey control.
 RX0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0452.See file dsdata.txt to determine how the superseded data were derived.
 RX0452
 RX0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS475028(NAD 83)
 RX0452_MARKER: DB = BENCH MARK DISK
 RX0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0452_STAMPING: H 69 1934
 RX0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0452+STABILITY: SURFACE MOTION
 RX0452
 RX0452  HISTORY     - Date     Condition        Report By
 RX0452  HISTORY     - 1934     MONUMENTED       CGS
 RX0452  HISTORY     - 1958     MARK NOT FOUND   USGS
 RX0452
 RX0452                          STATION DESCRIPTION
 RX0452
 RX0452'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX0452'5.6 MI SE FROM ANACONDA.
 RX0452'5.6 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 43 FROM THE CROSSING OF
 RX0452'THE BUTTE, ANACONDA AND PACIFIC RAILWAY AT ANACONDA, DEER LODGE
 RX0452'COUNTY, 0.7 MILE SOUTHWEST OF THE BOUNDARY LINE OF DEER LODGE NATIONAL
 RX0452'FOREST, 500 FEET SOUTHWEST OF AN ABANDONED GRAVEL PIT EAST OF A CREEK,
 RX0452'425 FEET NORTH OF A SMALL GULCH WEST OF THE HIGHWAY, 300 FEET NORTH OF
 RX0452'A PROMINENT ROCK OUTCROP EAST OF THE CREEK, 30 FEET WEST OF THE
 RX0452'CENTERLINE OF THE HIGHWAY, AND ON THE CENTERLINE OF THE OLD ROADBED. A
 RX0452'STANDARD DISK, STAMPED H 69 1934 AND SET IN THE TOP OF A CONCRETE
 RX0452'POST.  NOTE-- UNABLE TO LOCATE THE ABANDONED GRAVEL PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1027 ***********************************************************************
 SS1027  DESIGNATION -  H 7 U
 SS1027  PID         -  SS1027
 SS1027  STATE/COUNTY-  MT/CASCADE
 SS1027  USGS QUAD   -  SIMMS (1983)
 SS1027
 SS1027                         *CURRENT SURVEY CONTROL
 SS1027  ___________________________________________________________________
 SS1027* NAD 83(1986)-  47 28 49.     (N)    111 57 56.     (W)     SCALED    
 SS1027* NAVD 88     -      1152.573  (meters)    3781.40   (feet)  ADJUSTED  
 SS1027  ___________________________________________________________________
 SS1027  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SS1027  DYNAMIC HT  -        1152.458 (meters)    3781.02  (feet)  COMP
 SS1027  MODELED GRAV-     980,473.6   (mgal)                       NAVD 88
 SS1027
 SS1027  VERT ORDER  -  SECOND    CLASS 0
 SS1027
 SS1027.The horizontal coordinates were scaled from a topographic map and have
 SS1027.an estimated accuracy of +/- 6 seconds.
 SS1027
 SS1027.The orthometric height was determined by differential leveling
 SS1027.and adjusted by the National Geodetic Survey in June 1991..
 SS1027
 SS1027.The geoid height was determined by GEOID03.
 SS1027
 SS1027.The dynamic height is computed by dividing the NAVD 88
 SS1027.geopotential number by the normal gravity value computed on the
 SS1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1027.degrees latitude (g = 980.6199 gals.).
 SS1027
 SS1027.The modeled gravity was interpolated from observed gravity values.
 SS1027
 SS1027;                    North         East    Units  Estimated Accuracy
 SS1027;SPC MT       -   361,860.      414,300.      MT  (+/- 180 meters Scaled)
 SS1027
 SS1027                          SUPERSEDED SURVEY CONTROL
 SS1027
 SS1027  NGVD 29 (??/??/92) 1151.616  (m)         3778.26   (f) ADJ UNCH    2 0
 SS1027
 SS1027.Superseded values are not recommended for survey control.
 SS1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1027.See file dsdata.txt to determine how the superseded data were derived.
 SS1027
 SS1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT272589(NAD 83)
 SS1027_MARKER: DS = TRIANGULATION STATION DISK
 SS1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1027_STAMPING: H 7 U 1961
 SS1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1027+STABILITY: SURFACE MOTION
 SS1027
 SS1027  HISTORY     - Date     Condition        Report By
 SS1027  HISTORY     - 1961     MONUMENTED       CGS
 SS1027
 SS1027                          STATION DESCRIPTION
 SS1027
 SS1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1027'2.0 MI SW FROM SIMMS.
 SS1027'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1027'HIGHWAY 21 AT SIMMS, THENCE 0.2 MILE NORTHWEST ACROSS COUNTRY, ON THE
 SS1027'TOP OF A KNOLL, 52.3 FEET NORTHWEST OF H 7 U R.M. 1, 57.8 FEET
 SS1027'EAST-NORTHEAST OF H 7 U R.M. 2, 3.0 FEET NORTH OF A WITNESS POST, AND
 SS1027'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS1027'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1026 ***********************************************************************
 SS1026  DESIGNATION -  H 7 U RM 1
 SS1026  PID         -  SS1026
 SS1026  STATE/COUNTY-  MT/CASCADE
 SS1026  USGS QUAD   -  SIMMS (1983)
 SS1026
 SS1026                         *CURRENT SURVEY CONTROL
 SS1026  ___________________________________________________________________
 SS1026* NAD 83(1986)-  47 28 49.     (N)    111 57 56.     (W)     SCALED    
 SS1026* NAVD 88     -      1152.570  (meters)    3781.39   (feet)  ADJUSTED  
 SS1026  ___________________________________________________________________
 SS1026  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SS1026  DYNAMIC HT  -        1152.455 (meters)    3781.01  (feet)  COMP
 SS1026  MODELED GRAV-     980,473.6   (mgal)                       NAVD 88
 SS1026
 SS1026  VERT ORDER  -  SECOND    CLASS 0
 SS1026
 SS1026.The horizontal coordinates were scaled from a topographic map and have
 SS1026.an estimated accuracy of +/- 6 seconds.
 SS1026
 SS1026.The orthometric height was determined by differential leveling
 SS1026.and adjusted by the National Geodetic Survey in June 1991..
 SS1026
 SS1026.The geoid height was determined by GEOID03.
 SS1026
 SS1026.The dynamic height is computed by dividing the NAVD 88
 SS1026.geopotential number by the normal gravity value computed on the
 SS1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1026.degrees latitude (g = 980.6199 gals.).
 SS1026
 SS1026.The modeled gravity was interpolated from observed gravity values.
 SS1026
 SS1026;                    North         East    Units  Estimated Accuracy
 SS1026;SPC MT       -   361,860.      414,300.      MT  (+/- 180 meters Scaled)
 SS1026
 SS1026                          SUPERSEDED SURVEY CONTROL
 SS1026
 SS1026  NGVD 29 (??/??/92) 1151.614  (m)         3778.25   (f) ADJ UNCH    2 0
 SS1026
 SS1026.Superseded values are not recommended for survey control.
 SS1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1026.See file dsdata.txt to determine how the superseded data were derived.
 SS1026
 SS1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT272589(NAD 83)
 SS1026_MARKER: DR = REFERENCE MARK DISK
 SS1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1026_STAMPING: H 7 U NO. 1 1961
 SS1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1026+STABILITY: SURFACE MOTION
 SS1026
 SS1026  HISTORY     - Date     Condition        Report By
 SS1026  HISTORY     - 1961     MONUMENTED       CGS
 SS1026
 SS1026                          STATION DESCRIPTION
 SS1026
 SS1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1026'2.0 MI SW FROM SIMMS.
 SS1026'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1026'HIGHWAY 21 AT SIMMS, THENCE 0.2 MILE NORTHWEST ACROSS COUNTRY, 52.3
 SS1026'FEET SOUTHEAST OF H 7 U, 76.4 FEET EAST-SOUTHEAST OF H 7 U R.M. 2, AND
 SS1026'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS1026'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1028 ***********************************************************************
 SS1028  DESIGNATION -  H 7 U RM 2
 SS1028  PID         -  SS1028
 SS1028  STATE/COUNTY-  MT/CASCADE
 SS1028  USGS QUAD   -  SIMMS (1983)
 SS1028
 SS1028                         *CURRENT SURVEY CONTROL
 SS1028  ___________________________________________________________________
 SS1028* NAD 83(1986)-  47 28 46.     (N)    111 57 55.     (W)     SCALED    
 SS1028* NAVD 88     -      1152.538  (meters)    3781.29   (feet)  ADJUSTED  
 SS1028  ___________________________________________________________________
 SS1028  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SS1028  DYNAMIC HT  -        1152.424 (meters)    3780.91  (feet)  COMP
 SS1028  MODELED GRAV-     980,473.5   (mgal)                       NAVD 88
 SS1028
 SS1028  VERT ORDER  -  SECOND    CLASS 0
 SS1028
 SS1028.The horizontal coordinates were scaled from a topographic map and have
 SS1028.an estimated accuracy of +/- 6 seconds.
 SS1028
 SS1028.The orthometric height was determined by differential leveling
 SS1028.and adjusted by the National Geodetic Survey in June 1991..
 SS1028
 SS1028.The geoid height was determined by GEOID03.
 SS1028
 SS1028.The dynamic height is computed by dividing the NAVD 88
 SS1028.geopotential number by the normal gravity value computed on the
 SS1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1028.degrees latitude (g = 980.6199 gals.).
 SS1028
 SS1028.The modeled gravity was interpolated from observed gravity values.
 SS1028
 SS1028;                    North         East    Units  Estimated Accuracy
 SS1028;SPC MT       -   361,770.      414,320.      MT  (+/- 180 meters Scaled)
 SS1028
 SS1028                          SUPERSEDED SURVEY CONTROL
 SS1028
 SS1028  NGVD 29 (??/??/92) 1151.582  (m)         3778.15   (f) ADJ UNCH    2 0
 SS1028
 SS1028.Superseded values are not recommended for survey control.
 SS1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1028.See file dsdata.txt to determine how the superseded data were derived.
 SS1028
 SS1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT272588(NAD 83)
 SS1028_MARKER: DR = REFERENCE MARK DISK
 SS1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1028_STAMPING: H 7 U NO. 2 1961
 SS1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1028+STABILITY: SURFACE MOTION
 SS1028
 SS1028  HISTORY     - Date     Condition        Report By
 SS1028  HISTORY     - 1961     MONUMENTED       CGS
 SS1028
 SS1028                          STATION DESCRIPTION
 SS1028
 SS1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1028'2.0 MI SW FROM SIMMS.
 SS1028'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1028'HIGHWAY 21 AT SIMMS, THENCE 0.2 MILE NORTHWEST ACROSS COUNTRY, 57.8
 SS1028'FEET WEST-SOUTHWEST OF H 7 U, 76.4 FEET WEST-NORTHWEST OF H 7 U R.M.
 SS1028'1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS1028'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0272 ***********************************************************************
 QY0272  DESIGNATION -  H 70
 QY0272  PID         -  QY0272
 QY0272  STATE/COUNTY-  MT/BEAVERHEAD
 QY0272  USGS QUAD   -  MUD LAKE (1994)
 QY0272
 QY0272                         *CURRENT SURVEY CONTROL
 QY0272  ___________________________________________________________________
 QY0272* NAD 83(1986)-  45 38 01.     (N)    113 26 40.     (W)     SCALED    
 QY0272* NAVD 88     -      1839.023  (meters)    6033.53   (feet)  ADJUSTED  
 QY0272  ___________________________________________________________________
 QY0272  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 QY0272  DYNAMIC HT  -        1838.138 (meters)    6030.62  (feet)  COMP
 QY0272  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 QY0272
 QY0272  VERT ORDER  -  SECOND    CLASS 0
 QY0272
 QY0272.The horizontal coordinates were scaled from a topographic map and have
 QY0272.an estimated accuracy of +/- 6 seconds.
 QY0272
 QY0272.The orthometric height was determined by differential leveling
 QY0272.and adjusted by the National Geodetic Survey in June 1991..
 QY0272
 QY0272.The geoid height was determined by GEOID03.
 QY0272
 QY0272.The dynamic height is computed by dividing the NAVD 88
 QY0272.geopotential number by the normal gravity value computed on the
 QY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0272.degrees latitude (g = 980.6199 gals.).
 QY0272
 QY0272.The modeled gravity was interpolated from observed gravity values.
 QY0272
 QY0272;                    North         East    Units  Estimated Accuracy
 QY0272;SPC MT       -   161,510.      292,670.      MT  (+/- 180 meters Scaled)
 QY0272
 QY0272                          SUPERSEDED SURVEY CONTROL
 QY0272
 QY0272  NGVD 29 (??/??/92) 1837.706  (m)         6029.21   (f) ADJ UNCH    2 0
 QY0272
 QY0272.Superseded values are not recommended for survey control.
 QY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0272.See file dsdata.txt to determine how the superseded data were derived.
 QY0272
 QY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR094562(NAD 83)
 QY0272_MARKER: DB = BENCH MARK DISK
 QY0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0272_STAMPING: H 70 1934
 QY0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0272+STABILITY: SURFACE MOTION
 QY0272
 QY0272  HISTORY     - Date     Condition        Report By
 QY0272  HISTORY     - 1934     MONUMENTED       CGS
 QY0272  HISTORY     - 1960     GOOD             USGS
 QY0272
 QY0272                          STATION DESCRIPTION
 QY0272
 QY0272'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0272'1.3 MI N FROM WISDOM.
 QY0272'1.3 MILES NORTH ALONG NEW STATE HIGHWAY 274, 113 FEET WEST OF THE NEW
 QY0272'HIGHWAY, 641 FEET SOUTH OF A NEW BRIDGE AND 850 FEET SOUTH OF A DOUBLE
 QY0272'HIGHWAY BRIDGE OVER STEEL CREEK, 40 FEET EAST OF THE CENTERLINE OF THE
 QY0272'OLD HIGHWAY AND 35 FEET WEST OF A NORTH-SOUTH FENCE. A STANDARD DISK,
 QY0272'STAMPED H 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0395 ***********************************************************************
 QY0395  DESIGNATION -  H 71
 QY0395  PID         -  QY0395
 QY0395  STATE/COUNTY-  MT/RAVALLI
 QY0395  USGS QUAD   -  SULA (1994)
 QY0395
 QY0395                         *CURRENT SURVEY CONTROL
 QY0395  ___________________________________________________________________
 QY0395* NAD 83(1986)-  45 47 22.     (N)    113 56 13.     (W)     SCALED    
 QY0395* NAVD 88     -      1561.733  (meters)    5123.79   (feet)  ADJUSTED  
 QY0395  ___________________________________________________________________
 QY0395  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 QY0395  DYNAMIC HT  -        1561.134 (meters)    5121.82  (feet)  COMP
 QY0395  MODELED GRAV-     980,177.3   (mgal)                       NAVD 88
 QY0395
 QY0395  VERT ORDER  -  FIRST     CLASS II
 QY0395
 QY0395.The horizontal coordinates were scaled from a topographic map and have
 QY0395.an estimated accuracy of +/- 6 seconds.
 QY0395
 QY0395.The orthometric height was determined by differential leveling
 QY0395.and adjusted by the National Geodetic Survey in June 1991..
 QY0395
 QY0395.The geoid height was determined by GEOID03.
 QY0395
 QY0395.The dynamic height is computed by dividing the NAVD 88
 QY0395.geopotential number by the normal gravity value computed on the
 QY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0395.degrees latitude (g = 980.6199 gals.).
 QY0395
 QY0395.The modeled gravity was interpolated from observed gravity values.
 QY0395
 QY0395;                    North         East    Units  Estimated Accuracy
 QY0395;SPC MT       -   180,850.      255,310.      MT  (+/- 180 meters Scaled)
 QY0395
 QY0395                          SUPERSEDED SURVEY CONTROL
 QY0395
 QY0395  NGVD 29 (??/??/92) 1560.504  (m)         5119.75   (f) ADJ UNCH    1 2
 QY0395
 QY0395.Superseded values are not recommended for survey control.
 QY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0395.See file dsdata.txt to determine how the superseded data were derived.
 QY0395
 QY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR717748(NAD 83)
 QY0395_MARKER: DB = BENCH MARK DISK
 QY0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0395_STAMPING: 5119.855 H 71 1934
 QY0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0395+STABILITY: SURFACE MOTION
 QY0395
 QY0395  HISTORY     - Date     Condition        Report By
 QY0395  HISTORY     - 1934     MONUMENTED       CGS
 QY0395  HISTORY     - 1958     MARK NOT FOUND   USGS
 QY0395  HISTORY     - 1974     MARK NOT FOUND   USGS
 QY0395
 QY0395                          STATION DESCRIPTION
 QY0395
 QY0395'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QY0395'4.6 MI S FROM SULA.
 QY0395'4.6 MILES SOUTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 93 FROM THE OLD
 QY0395'POST OFFICE AT SULA, 6.0 MILES NORTH OF THE ARCHWAY AT THE CONTINENTAL
 QY0395'DIVIDE, AT A SHARP CURVE ACROSS THE UPPER PART OF A PINE-FORESTED
 QY0395'RAVINE, 24 FEET NORTHEAST OF THE ROCK HEADWALL OF A CULVERT, 15 FEET
 QY0395'WEST OF A TALL 3-1/2-FOOT PINE TREE, AND 32 FEET EAST OF THE
 QY0395'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 5119.855 H 71
 QY0395'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- USGS REPORT -
 QY0395'LOCALITY OF THIS BENCH MARK IS BADLY TORN UP THAT THIS MARK COULD
 QY0395'HARDLY HAVE ESCAPED DESTRUCTION.  OLD 1934 ROUTE OF HIGHWAY FROM THIS
 QY0395'POINT ON TO TOP OF CONTINENTAL DIVIDE IS TORN UP BY LOGGING AND IS NOT
 QY0395'PASSABLE EXCEPT BY JEEP.  THE LEVEL LINE HAS SUFFERED ACCORDINGLY.
 QY0395
 QY0395                          STATION RECOVERY (1974)
 QY0395
 QY0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QY0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0104 ***********************************************************************
 RY0104  DESIGNATION -  H 72
 RY0104  PID         -  RY0104
 RY0104  STATE/COUNTY-  MT/RAVALLI
 RY0104  USGS QUAD   -  HAMILTON SOUTH (1964)
 RY0104
 RY0104                         *CURRENT SURVEY CONTROL
 RY0104  ___________________________________________________________________
 RY0104* NAD 83(1986)-  46 14 43.     (N)    114 09 42.     (W)     SCALED    
 RY0104* NAVD 88     -      1089.931  (meters)    3575.88   (feet)  ADJUSTED  
 RY0104  ___________________________________________________________________
 RY0104  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 RY0104  DYNAMIC HT  -        1089.649 (meters)    3574.96  (feet)  COMP
 RY0104  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 RY0104
 RY0104  VERT ORDER  -  FIRST     CLASS II
 RY0104
 RY0104.The horizontal coordinates were scaled from a topographic map and have
 RY0104.an estimated accuracy of +/- 6 seconds.
 RY0104
 RY0104.The orthometric height was determined by differential leveling
 RY0104.and adjusted by the National Geodetic Survey in June 1991..
 RY0104
 RY0104.The geoid height was determined by GEOID03.
 RY0104
 RY0104.The dynamic height is computed by dividing the NAVD 88
 RY0104.geopotential number by the normal gravity value computed on the
 RY0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0104.degrees latitude (g = 980.6199 gals.).
 RY0104
 RY0104.The modeled gravity was interpolated from observed gravity values.
 RY0104
 RY0104;                    North         East    Units  Estimated Accuracy
 RY0104;SPC MT       -   232,420.      240,890.      MT  (+/- 180 meters Scaled)
 RY0104
 RY0104                          SUPERSEDED SURVEY CONTROL
 RY0104
 RY0104  NGVD 29 (??/??/92) 1088.826  (m)         3572.26   (f) ADJ UNCH    1 2
 RY0104
 RY0104.Superseded values are not recommended for survey control.
 RY0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0104.See file dsdata.txt to determine how the superseded data were derived.
 RY0104
 RY0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM188252(NAD 83)
 RY0104_MARKER: DB = BENCH MARK DISK
 RY0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0104_SP_SET: BRICK COLUMN
 RY0104_STAMPING: 3572.332 H 72 1934
 RY0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0104
 RY0104  HISTORY     - Date     Condition        Report By
 RY0104  HISTORY     - 1934     MONUMENTED       CGS
 RY0104  HISTORY     - 1935     GOOD             NGS
 RY0104  HISTORY     - 1986     GOOD             USPSQD
 RY0104
 RY0104                          STATION DESCRIPTION
 RY0104
 RY0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0104'IN HAMILTON.
 RY0104'AT HAMILTON, AT THE HIGH SCHOOL, 10 FEET NORTH OF THE CENTER OF THE
 RY0104'FIFTH STREET ENTRANCE, AT THE NORTH EDGE OF THE CONCRETE STEPS, AND IN
 RY0104'THE FRONT FACE OF THE BRICK COLUMN.  A STANDARD DISK, STAMPED 3572.332
 RY0104'H 72 1934 AND SET VERTICALLY.
 RY0104
 RY0104                          STATION RECOVERY (1986)
 RY0104
 RY0104'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0052 ***********************************************************************
 RY0052  DESIGNATION -  H 73
 RY0052  PID         -  RY0052
 RY0052  STATE/COUNTY-  MT/MISSOULA
 RY0052  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0052
 RY0052                         *CURRENT SURVEY CONTROL
 RY0052  ___________________________________________________________________
 RY0052* NAD 83(1986)-  46 49 26.     (N)    114 04 35.     (W)     SCALED    
 RY0052* NAVD 88     -       956.852  (meters)    3139.27   (feet)  ADJUSTED  
 RY0052  ___________________________________________________________________
 RY0052  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 RY0052  DYNAMIC HT  -         956.703 (meters)    3138.78  (feet)  COMP
 RY0052  MODELED GRAV-     980,425.8   (mgal)                       NAVD 88
 RY0052
 RY0052  VERT ORDER  -  FIRST     CLASS II
 RY0052
 RY0052.The horizontal coordinates were scaled from a topographic map and have
 RY0052.an estimated accuracy of +/- 6 seconds.
 RY0052
 RY0052.The orthometric height was determined by differential leveling
 RY0052.and adjusted by the National Geodetic Survey in June 1991..
 RY0052.WARNING-Repeat measurements at this control monument indicate possible
 RY0052.vertical movement.
 RY0052
 RY0052.The geoid height was determined by GEOID03.
 RY0052
 RY0052.The dynamic height is computed by dividing the NAVD 88
 RY0052.geopotential number by the normal gravity value computed on the
 RY0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0052.degrees latitude (g = 980.6199 gals.).
 RY0052
 RY0052.The modeled gravity was interpolated from observed gravity values.
 RY0052
 RY0052;                    North         East    Units  Estimated Accuracy
 RY0052;SPC MT       -   296,200.      251,210.      MT  (+/- 180 meters Scaled)
 RY0052
 RY0052                          SUPERSEDED SURVEY CONTROL
 RY0052
 RY0052  NGVD 29 (??/??/92)  955.802  (m)         3135.83   (f) ADJ UNCH    1 2
 RY0052
 RY0052.Superseded values are not recommended for survey control.
 RY0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0052.See file dsdata.txt to determine how the superseded data were derived.
 RY0052
 RY0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM229897(NAD 83)
 RY0052_MARKER: DB = BENCH MARK DISK
 RY0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0052_SP_SET: CULVERT
 RY0052_STAMPING: 3135.909 H 73 1934
 RY0052_MARK LOGO: CGS   
 RY0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0052
 RY0052  HISTORY     - Date     Condition        Report By
 RY0052  HISTORY     - 1934     MONUMENTED       CGS
 RY0052  HISTORY     - 1935     GOOD             NGS
 RY0052  HISTORY     - 1980     GOOD             NGS
 RY0052  HISTORY     - 1981     GOOD             NGS
 RY0052
 RY0052                          STATION DESCRIPTION
 RY0052
 RY0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0052'6.2 MI S FROM MISSOULA.
 RY0052'6.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0052'MISSOULA, 0.6 MILE SOUTH OF MILEPOST 5, 228 FEET NORTH OF THE SIDING
 RY0052'SWITCH AT HAYES, 500 FEET SOUTHEAST OF A BRICK FARMHOUSE, 14 FEET
 RY0052'SOUTH OF THE WEST END OF A CATTLE GUARD, AT A CULVERT UNDER THE TRACK,
 RY0052'IN THE TOP OF THE WEST CONCRETE HEADWALL, 9 FEET WEST OF THE
 RY0052'CENTERLINE OF THE TRACK, 81 FEET EAST OF U.S. HIGHWAY 93, AND 45 FEET
 RY0052'SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK STAMPED
 RY0052'3135.909 H 73 1934.
 RY0052
 RY0052                          STATION RECOVERY (1980)
 RY0052
 RY0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0052'10.0 KILOMETER (6.2 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 RY0052'RAILWAY FROM THE STATION IN MISSOULA, 1.0 KILOMETER (0.6 MILE)
 RY0052'SOUTHWEST OF RAILWAY MILEPOST 5, 0.2 KILOMETER (0.1 MILE) NORTHEAST
 RY0052'OF THE T JUNCTION OF U.S. HIGHWAY 12 AND 93 AND BLUE MOUNTAIN ROAD,
 RY0052'ALSO 1.1 KILOMETER (0.7 MILE) NORTHEAST OF BENCH MARK N 522, SET IN
 RY0052'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 75-CENTIMETER
 RY0052'(30-INCH) DIAMETER CONCRETE PIPE CULVERT UNDER THE RAILWAY, 1.6
 RY0052'METERS (5.2 FEET) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 RY0052'100.3 METERS (329 FEET) SOUTHWEST OF HIGHWAY MILEPOST 89, 24.1 METERS
 RY0052'(79.0 FEET) SOUTHEAST OF THE CENTERLINE OF NORTH-BOUND LANES OF THE
 RY0052'HIGHWAY, 8.4 METERS (27.5 FEET) NORTHEAST OF THE CENTERLINE OF A
 RY0052'GRAVEL ROAD CROSSING THE TRACKS.
 RY0052'THE MARK IS 0.5 M BELOW THE TRACKS.
 RY0052
 RY0052                          STATION RECOVERY (1981)
 RY0052
 RY0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RY0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0608 ***********************************************************************
 RX0608  DESIGNATION -  H 74
 RX0608  PID         -  RX0608
 RX0608  STATE/COUNTY-  MT/RAVALLI
 RX0608  USGS QUAD   -  GIRD POINT (1974)
 RX0608
 RX0608                         *CURRENT SURVEY CONTROL
 RX0608  ___________________________________________________________________
 RX0608* NAD 83(1986)-  46 10 08.     (N)    113 54 47.     (W)     SCALED    
 RX0608* NAVD 88     -      1412.626  (meters)    4634.59   (feet)  ADJUSTED  
 RX0608  ___________________________________________________________________
 RX0608  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 RX0608  DYNAMIC HT  -        1412.134 (meters)    4632.98  (feet)  COMP
 RX0608  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 RX0608
 RX0608  VERT ORDER  -  SECOND    CLASS 0
 RX0608
 RX0608.The horizontal coordinates were scaled from a topographic map and have
 RX0608.an estimated accuracy of +/- 6 seconds.
 RX0608
 RX0608.The orthometric height was determined by differential leveling
 RX0608.and adjusted by the National Geodetic Survey in June 1991..
 RX0608
 RX0608.The geoid height was determined by GEOID03.
 RX0608
 RX0608.The dynamic height is computed by dividing the NAVD 88
 RX0608.geopotential number by the normal gravity value computed on the
 RX0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0608.degrees latitude (g = 980.6199 gals.).
 RX0608
 RX0608.The modeled gravity was interpolated from observed gravity values.
 RX0608
 RX0608;                    North         East    Units  Estimated Accuracy
 RX0608;SPC MT       -   222,840.      259,540.      MT  (+/- 180 meters Scaled)
 RX0608
 RX0608                          SUPERSEDED SURVEY CONTROL
 RX0608
 RX0608  NGVD 29 (??/??/92) 1411.413  (m)         4630.61   (f) ADJ UNCH    2 0
 RX0608
 RX0608.Superseded values are not recommended for survey control.
 RX0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0608.See file dsdata.txt to determine how the superseded data were derived.
 RX0608
 RX0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS751169(NAD 83)
 RX0608_MARKER: DB = BENCH MARK DISK
 RX0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0608_STAMPING: H 74 1934
 RX0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0608+STABILITY: SURFACE MOTION
 RX0608
 RX0608  HISTORY     - Date     Condition        Report By
 RX0608  HISTORY     - 1934     MONUMENTED       CGS
 RX0608  HISTORY     - 1974     GOOD             USGS
 RX0608
 RX0608                          STATION DESCRIPTION
 RX0608
 RX0608'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RX0608'16.6 MI SE FROM HAMILTON.
 RX0608'JUNCTION STATE HWY. 38 AND U.S. HWY. 93, 2.8 MI SOUTH OF HAMILTON,
 RX0608'THENCE 13.6 MI EAST ALONG STATE HWY. 38.  IN SE. 1/4 SEC. 24, T. 5. N
 RX0608'R. 19 W.  0.2 MI WEST OF T-RD. SE.  450 FT SW. OF BLACK BEAR GUARD
 RX0608'STATION.  160 FT SW. AND 17 FT LOWER THAN CENTERLINE HWY., 16 FT NE.
 RX0608'AND 1 FT NW. OF FENCE CORNER.  IN CONCRETE POST PROJECTING 7 INCHES
 RX0608'ABOVE GROUND.  STANDARD TABLET STAMPED H 74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0179 ***********************************************************************
 RW0179  DESIGNATION -  H 79
 RW0179  PID         -  RW0179
 RW0179  STATE/COUNTY-  MT/BROADWATER
 RW0179  USGS QUAD   -  DIAMOND CITY (1966)
 RW0179
 RW0179                         *CURRENT SURVEY CONTROL
 RW0179  ___________________________________________________________________
 RW0179* NAD 83(1986)-  46 32 34.     (N)    111 28 46.     (W)     SCALED    
 RW0179* NAVD 88     -      1295.145  (meters)    4249.15   (feet)  ADJUSTED  
 RW0179  ___________________________________________________________________
 RW0179  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 RW0179  DYNAMIC HT  -        1294.839 (meters)    4248.15  (feet)  COMP
 RW0179  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 RW0179
 RW0179  VERT ORDER  -  SECOND    CLASS 0
 RW0179
 RW0179.The horizontal coordinates were scaled from a topographic map and have
 RW0179.an estimated accuracy of +/- 6 seconds.
 RW0179
 RW0179.The orthometric height was determined by differential leveling
 RW0179.and adjusted by the National Geodetic Survey in June 1991..
 RW0179
 RW0179.The geoid height was determined by GEOID03.
 RW0179
 RW0179.The dynamic height is computed by dividing the NAVD 88
 RW0179.geopotential number by the normal gravity value computed on the
 RW0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0179.degrees latitude (g = 980.6199 gals.).
 RW0179
 RW0179.The modeled gravity was interpolated from observed gravity values.
 RW0179
 RW0179;                    North         East    Units  Estimated Accuracy
 RW0179;SPC MT       -   256,700.      448,280.      MT  (+/- 180 meters Scaled)
 RW0179
 RW0179                          SUPERSEDED SURVEY CONTROL
 RW0179
 RW0179  NGVD 29 (??/??/92) 1294.121  (m)         4245.80   (f) ADJ UNCH    2 0
 RW0179
 RW0179.Superseded values are not recommended for survey control.
 RW0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0179.See file dsdata.txt to determine how the superseded data were derived.
 RW0179
 RW0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS632544(NAD 83)
 RW0179_MARKER: DB = BENCH MARK DISK
 RW0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0179_STAMPING: H 79 1934
 RW0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0179+STABILITY: SURFACE MOTION
 RW0179
 RW0179  HISTORY     - Date     Condition        Report By
 RW0179  HISTORY     - 1934     MONUMENTED       CGS
 RW0179  HISTORY     - 1942     GOOD             NGS
 RW0179
 RW0179                          STATION DESCRIPTION
 RW0179
 RW0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RW0179'1.6 MI NE FROM JOHNSON.
 RW0179'1.6 MILES NORTHEAST ALONG THE WATSON ROAD FROM JOHNSON, BROADWATER
 RW0179'COUNTY, DIRECTLY EAST OF A SMALL ROCKY CLIFF, AND 60 FEET EAST OF THE
 RW0179'CENTERLINE OF THE ROAD.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 RW0179'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0008 ***********************************************************************
 SP0008  DESIGNATION -  H 79
 SP0008  PID         -  SP0008
 SP0008  STATE/COUNTY-  MT/RICHLAND
 SP0008  USGS QUAD   -  CRANE NW (1966)
 SP0008
 SP0008                         *CURRENT SURVEY CONTROL
 SP0008  ___________________________________________________________________
 SP0008* NAD 83(1986)-  47 38 24.     (N)    104 29 10.     (W)     SCALED    
 SP0008* NAVD 88     -       689.562  (meters)    2262.34   (feet)  ADJUSTED  
 SP0008  ___________________________________________________________________
 SP0008  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 SP0008  DYNAMIC HT  -         689.611 (meters)    2262.50  (feet)  COMP
 SP0008  MODELED GRAV-     980,660.7   (mgal)                       NAVD 88
 SP0008
 SP0008  VERT ORDER  -  SECOND    CLASS 0
 SP0008
 SP0008.The horizontal coordinates were scaled from a topographic map and have
 SP0008.an estimated accuracy of +/- 6 seconds.
 SP0008
 SP0008.The orthometric height was determined by differential leveling
 SP0008.and adjusted by the National Geodetic Survey in June 1991..
 SP0008
 SP0008.The geoid height was determined by GEOID03.
 SP0008
 SP0008.The dynamic height is computed by dividing the NAVD 88
 SP0008.geopotential number by the normal gravity value computed on the
 SP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0008.degrees latitude (g = 980.6199 gals.).
 SP0008
 SP0008.The modeled gravity was interpolated from observed gravity values.
 SP0008
 SP0008;                    North         East    Units  Estimated Accuracy
 SP0008;SPC MT       -   388,740.      976,300.      MT  (+/- 180 meters Scaled)
 SP0008
 SP0008                          SUPERSEDED SURVEY CONTROL
 SP0008
 SP0008  NGVD 29 (??/??/92)  688.994  (m)         2260.47   (f) ADJ UNCH    2 0
 SP0008
 SP0008.Superseded values are not recommended for survey control.
 SP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0008.See file dsdata.txt to determine how the superseded data were derived.
 SP0008
 SP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN386764(NAD 83)
 SP0008_MARKER: DB = BENCH MARK DISK
 SP0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0008_STAMPING: H 79 1934
 SP0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0008+STABILITY: SURFACE MOTION
 SP0008
 SP0008  HISTORY     - Date     Condition        Report By
 SP0008  HISTORY     - 1934     MONUMENTED       CGS
 SP0008
 SP0008                          STATION DESCRIPTION
 SP0008
 SP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0008'7.0 MI E FROM LAMBERT.
 SP0008'7.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SP0008'LAMBERT, RICHLAND COUNTY, 67 FEET EAST OF THE CENTER OF A ROAD
 SP0008'CROSSING, 10 FEET EAST OF MILEPOST 30, 45 FEET NORTH OF THE CENTERLINE
 SP0008'OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 SP0008'STAMPED H 79 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0223 ***********************************************************************
 QV0223  DESIGNATION -  H 8
 QV0223  PID         -  QV0223
 QV0223  STATE/COUNTY-  MT/BIG HORN
 QV0223  USGS QUAD   -  PASS CREEK EAST (1967)
 QV0223
 QV0223                         *CURRENT SURVEY CONTROL
 QV0223  ___________________________________________________________________
 QV0223* NAD 83(1986)-  45 00 20.     (N)    107 21 02.     (W)     SCALED    
 QV0223* NAVD 88     -      1247.250  (meters)    4092.02   (feet)  ADJUSTED  
 QV0223  ___________________________________________________________________
 QV0223  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 QV0223  DYNAMIC HT  -        1246.807 (meters)    4090.57  (feet)  COMP
 QV0223  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 QV0223
 QV0223  VERT ORDER  -  FIRST     CLASS II
 QV0223
 QV0223.The horizontal coordinates were scaled from a topographic map and have
 QV0223.an estimated accuracy of +/- 6 seconds.
 QV0223
 QV0223.The orthometric height was determined by differential leveling
 QV0223.and adjusted by the National Geodetic Survey in June 1991..
 QV0223
 QV0223.The geoid height was determined by GEOID03.
 QV0223
 QV0223.The dynamic height is computed by dividing the NAVD 88
 QV0223.geopotential number by the normal gravity value computed on the
 QV0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0223.degrees latitude (g = 980.6199 gals.).
 QV0223
 QV0223.The modeled gravity was interpolated from observed gravity values.
 QV0223
 QV0223;                    North         East    Units  Estimated Accuracy
 QV0223;SPC MT       -    86,310.      769,440.      MT  (+/- 180 meters Scaled)
 QV0223
 QV0223                          SUPERSEDED SURVEY CONTROL
 QV0223
 QV0223  NGVD 29 (??/??/92) 1246.466  (m)         4089.45   (f) ADJ UNCH    1 2
 QV0223
 QV0223.Superseded values are not recommended for survey control.
 QV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0223.See file dsdata.txt to determine how the superseded data were derived.
 QV0223
 QV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK147862(NAD 83)
 QV0223_MARKER: B = BOLT
 QV0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0223_SP_SET: ABUTMENT
 QV0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0223
 QV0223  HISTORY     - Date     Condition        Report By
 QV0223  HISTORY     - UNK      MONUMENTED       CGS
 QV0223  HISTORY     - 1957     GOOD             NGS
 QV0223
 QV0223                          STATION DESCRIPTION
 QV0223
 QV0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0223'9.4 MI S FROM WYOLA.
 QV0223'ABOUT 9.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0223'RAILROAD FROM THE STATION AT WYOLA, 3.6 MILES NORTH OF THE STATION AT
 QV0223'PARKMAN, WYOMING, 0.35 MILE NORTH OF THE WYOMING-MONTANA STATE LINE,
 QV0223'IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE 727.67, 6
 QV0223'1/2 FEET WEST OF THE WEST RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0596 ***********************************************************************
 SU0596  DESIGNATION -  H 8 A 52 A 17
 SU0596  PID         -  SU0596
 SU0596  STATE/COUNTY-  MT/SANDERS
 SU0596  USGS QUAD   -  NOXON (1983)
 SU0596
 SU0596                         *CURRENT SURVEY CONTROL
 SU0596  ___________________________________________________________________
 SU0596* NAD 83(1986)-  47 59 39.     (N)    115 46 21.     (W)     SCALED    
 SU0596* NAVD 88     -       663.620  (meters)    2177.23   (feet)  ADJUSTED  
 SU0596  ___________________________________________________________________
 SU0596  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SU0596  DYNAMIC HT  -         663.635 (meters)    2177.28  (feet)  COMP
 SU0596  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 SU0596
 SU0596  VERT ORDER  -  FIRST     CLASS II
 SU0596
 SU0596.The horizontal coordinates were scaled from a topographic map and have
 SU0596.an estimated accuracy of +/- 6 seconds.
 SU0596
 SU0596.The orthometric height was determined by differential leveling
 SU0596.and adjusted by the National Geodetic Survey in June 1991..
 SU0596
 SU0596.The geoid height was determined by GEOID03.
 SU0596
 SU0596.The dynamic height is computed by dividing the NAVD 88
 SU0596.geopotential number by the normal gravity value computed on the
 SU0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0596.degrees latitude (g = 980.6199 gals.).
 SU0596
 SU0596.The modeled gravity was interpolated from observed gravity values.
 SU0596
 SU0596;                    North         East    Units  Estimated Accuracy
 SU0596;SPC MT       -   434,770.      132,580.      MT  (+/- 180 meters Scaled)
 SU0596
 SU0596                          SUPERSEDED SURVEY CONTROL
 SU0596
 SU0596  NGVD 29 (??/??/92)  662.452  (m)         2173.39   (f) ADJ UNCH    1 2
 SU0596
 SU0596.Superseded values are not recommended for survey control.
 SU0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0596.See file dsdata.txt to determine how the superseded data were derived.
 SU0596
 SU0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP915163(NAD 83)
 SU0596_MARKER: DD = SURVEY DISK
 SU0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0596+STABILITY: SURFACE MOTION
 SU0596
 SU0596  HISTORY     - Date     Condition        Report By
 SU0596  HISTORY     - UNK      MONUMENTED       DOD
 SU0596  HISTORY     - 1959     MARK NOT FOUND   NGS
 SU0596
 SU0596                          STATION DESCRIPTION
 SU0596
 SU0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0596'0.4 MI E FROM NOXON.
 SU0596'0.4 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0596'NOXON, SANDERS COUNTY, 15 RAILS WEST OF THE CROSSING OF THE NOXON
 SU0596'JUNCTION-NOXON GRAVEL ROAD, 83.7 FEET NORTH OF THE NORTH RAIL OF THE
 SU0596'MAIN TRACK, 29 FEET NORTH OF THE POST AT A T-FENCE CORNER (THE N.P.RY.
 SU0596'RIGHT-OF-WAY FENCE AND A NORTH-AND-SOUTH FENCE), 1 FOOT WEST OF THE
 SU0596'NORTH-AND-SOUTH FENCE WHICH DIVIDES PASTURE LANDS, AND 12 FEET LOWER
 SU0596'THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 SU0596'STAMPED H 8-A 52-A 17 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SU0596'THE GROUND.  NOTE-- THE AREA HAS BEEN UNDERWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0595 ***********************************************************************
 SU0595  DESIGNATION -  H 8 A 52 A 18
 SU0595  PID         -  SU0595
 SU0595  STATE/COUNTY-  MT/SANDERS
 SU0595  USGS QUAD   -  NOXON (1983)
 SU0595
 SU0595                         *CURRENT SURVEY CONTROL
 SU0595  ___________________________________________________________________
 SU0595* NAD 83(1986)-  47 59 37.     (N)    115 46 10.     (W)     SCALED    
 SU0595* NAVD 88     -       664.622  (meters)    2180.51   (feet)  ADJUSTED  
 SU0595  ___________________________________________________________________
 SU0595  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SU0595  DYNAMIC HT  -         664.637 (meters)    2180.56  (feet)  COMP
 SU0595  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 SU0595
 SU0595  VERT ORDER  -  FIRST     CLASS II
 SU0595
 SU0595.The horizontal coordinates were scaled from a topographic map and have
 SU0595.an estimated accuracy of +/- 6 seconds.
 SU0595
 SU0595.The orthometric height was determined by differential leveling
 SU0595.and adjusted by the National Geodetic Survey in June 1991..
 SU0595
 SU0595.The geoid height was determined by GEOID03.
 SU0595
 SU0595.The dynamic height is computed by dividing the NAVD 88
 SU0595.geopotential number by the normal gravity value computed on the
 SU0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0595.degrees latitude (g = 980.6199 gals.).
 SU0595
 SU0595.The modeled gravity was interpolated from observed gravity values.
 SU0595
 SU0595;                    North         East    Units  Estimated Accuracy
 SU0595;SPC MT       -   434,690.      132,800.      MT  (+/- 180 meters Scaled)
 SU0595
 SU0595                          SUPERSEDED SURVEY CONTROL
 SU0595
 SU0595  NGVD 29 (??/??/92)  663.454  (m)         2176.68   (f) ADJ UNCH    1 2
 SU0595
 SU0595.Superseded values are not recommended for survey control.
 SU0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0595.See file dsdata.txt to determine how the superseded data were derived.
 SU0595
 SU0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP918163(NAD 83)
 SU0595_MARKER: DD = SURVEY DISK
 SU0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0595+STABILITY: SURFACE MOTION
 SU0595
 SU0595  HISTORY     - Date     Condition        Report By
 SU0595  HISTORY     - UNK      MONUMENTED       DOD
 SU0595  HISTORY     - 1959     MARK NOT FOUND   NGS
 SU0595
 SU0595                          STATION DESCRIPTION
 SU0595
 SU0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0595'0.55 MI E FROM NOXON.
 SU0595'0.55 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0595'NOXON, SANDERS COUNTY, 238 YARDS (PACED) SOUTH OF THE SOUTH END OF THE
 SU0595'HIGHWAY BRIDGE OVER CLARK FORK, 415 FEET NORTH OF THE NORTH RAIL OF
 SU0595'THE MAIN TRACK (MEASURED ALONG THE CENTERLINE OF THE NOXON
 SU0595'JUNCTION-NOXON GRAVEL ROAD FROM THE RAILROAD CROSSING), 25 FEET WEST
 SU0595'OF THE CENTERLINE OF THE GRAVEL ROAD, AND 1 FOOT EAST OF THE
 SU0595'RIGHT-OF-WAY FENCE LINE BETWEEN THE GRAVEL ROAD AND CLEARED PASTURE
 SU0595'LAND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED H 8-A
 SU0595'52-A 18 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0196 ***********************************************************************
 ST0196  DESIGNATION -  H 8 T
 ST0196  PID         -  ST0196
 ST0196  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0196  USGS QUAD   -  LOWRY (1987)
 ST0196
 ST0196                         *CURRENT SURVEY CONTROL
 ST0196  ___________________________________________________________________
 ST0196* NAD 83(1986)-  47 30 26.     (N)    112 05 11.     (W)     SCALED    
 ST0196* NAVD 88     -      1132.504  (meters)    3715.56   (feet)  ADJUSTED  
 ST0196  ___________________________________________________________________
 ST0196  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 ST0196  DYNAMIC HT  -        1132.373 (meters)    3715.13  (feet)  COMP
 ST0196  MODELED GRAV-     980,458.3   (mgal)                       NAVD 88
 ST0196
 ST0196  VERT ORDER  -  SECOND    CLASS 0
 ST0196
 ST0196.The horizontal coordinates were scaled from a topographic map and have
 ST0196.an estimated accuracy of +/- 6 seconds.
 ST0196
 ST0196.The orthometric height was determined by differential leveling
 ST0196.and adjusted by the National Geodetic Survey in June 1991..
 ST0196
 ST0196.The geoid height was determined by GEOID03.
 ST0196
 ST0196.The dynamic height is computed by dividing the NAVD 88
 ST0196.geopotential number by the normal gravity value computed on the
 ST0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0196.degrees latitude (g = 980.6199 gals.).
 ST0196
 ST0196.The modeled gravity was interpolated from observed gravity values.
 ST0196
 ST0196;                    North         East    Units  Estimated Accuracy
 ST0196;SPC MT       -   365,150.      405,310.      MT  (+/- 180 meters Scaled)
 ST0196
 ST0196                          SUPERSEDED SURVEY CONTROL
 ST0196
 ST0196  NGVD 29 (??/??/92) 1131.521  (m)         3712.33   (f) ADJ UNCH    2 0
 ST0196
 ST0196.Superseded values are not recommended for survey control.
 ST0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0196.See file dsdata.txt to determine how the superseded data were derived.
 ST0196
 ST0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT181621(NAD 83)
 ST0196_MARKER: DR = REFERENCE MARK DISK
 ST0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0196_STAMPING: H 8 T 1961
 ST0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0196+STABILITY: SURFACE MOTION
 ST0196
 ST0196  HISTORY     - Date     Condition        Report By
 ST0196  HISTORY     - 1961     MONUMENTED       CGS
 ST0196
 ST0196                          STATION DESCRIPTION
 ST0196
 ST0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0196'7.55 MI W FROM SIMMS.
 ST0196'7.45 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0196'HIGHWAY 20 AT SIMMS, THENCE 0.1 MILE NORTH ACROSS COUNTRY, ALONG THE
 ST0196'GREAT NORTHERN RAILWAY, 69.5 FEET SOUTH OF THE SOUTH RAIL, 94.5 FEET
 ST0196'EAST-SOUTHEAST OF BENCH MARK R.M. 2, 90.7 FEET SOUTH-SOUTHWEST OF
 ST0196'BENCH MARK R.M.1, 3.6 FEET WEST OF A WITNESS POST, 3.3 FEET NORTH OF A
 ST0196'FENCE, ABOUT 8 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 ST0196'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0197 ***********************************************************************
 ST0197  DESIGNATION -  H 8 T AZ MK
 ST0197  PID         -  ST0197
 ST0197  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0197  USGS QUAD   -  LOWRY (1987)
 ST0197
 ST0197                         *CURRENT SURVEY CONTROL
 ST0197  ___________________________________________________________________
 ST0197* NAD 83(1986)-  47 30 18.     (N)    112 04 39.     (W)     SCALED    
 ST0197* NAVD 88     -      1137.888  (meters)    3733.22   (feet)  ADJUSTED  
 ST0197  ___________________________________________________________________
 ST0197  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 ST0197  DYNAMIC HT  -        1137.758 (meters)    3732.79  (feet)  COMP
 ST0197  MODELED GRAV-     980,459.4   (mgal)                       NAVD 88
 ST0197
 ST0197  VERT ORDER  -  SECOND    CLASS 0
 ST0197
 ST0197.The horizontal coordinates were scaled from a topographic map and have
 ST0197.an estimated accuracy of +/- 6 seconds.
 ST0197
 ST0197.The orthometric height was determined by differential leveling
 ST0197.and adjusted by the National Geodetic Survey in June 1991..
 ST0197
 ST0197.The geoid height was determined by GEOID03.
 ST0197
 ST0197.The dynamic height is computed by dividing the NAVD 88
 ST0197.geopotential number by the normal gravity value computed on the
 ST0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0197.degrees latitude (g = 980.6199 gals.).
 ST0197
 ST0197.The modeled gravity was interpolated from observed gravity values.
 ST0197
 ST0197;                    North         East    Units  Estimated Accuracy
 ST0197;SPC MT       -   364,880.      405,970.      MT  (+/- 180 meters Scaled)
 ST0197
 ST0197                          SUPERSEDED SURVEY CONTROL
 ST0197
 ST0197  NGVD 29 (??/??/92) 1136.907  (m)         3730.00   (f) ADJ UNCH    2 0
 ST0197
 ST0197.Superseded values are not recommended for survey control.
 ST0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0197.See file dsdata.txt to determine how the superseded data were derived.
 ST0197
 ST0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT188618(NAD 83)
 ST0197_MARKER: DR = REFERENCE MARK DISK
 ST0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0197_STAMPING: H 8 T 1961
 ST0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0197+STABILITY: SURFACE MOTION
 ST0197
 ST0197  HISTORY     - Date     Condition        Report By
 ST0197  HISTORY     - 1961     MONUMENTED       CGS
 ST0197
 ST0197                          STATION DESCRIPTION
 ST0197
 ST0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0197'7.0 MI W FROM SIMMS.
 ST0197'7.0 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0197'HIGHWAY 20 AT SIMMS, 117 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 ST0197'JUNCTION OF A PRIVATE ROAD NORTH, ABOUT 100 YARDS SOUTHWEST OF AND
 ST0197'ACROSS THE HIGHWAY FROM A GRAVEL STOCK PILE, 58 FEET SOUTH OF THE
 ST0197'CENTER LINE OF THE HIGHWAY, 57 FEET WEST OF THE CENTER LINE OF A FIELD
 ST0197'ENTRANCE ROAD, 1.0 FOOT NORTH OF A FENCE, 1.9 FEET SOUTH OF A WITNESS
 ST0197'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 ST0197'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0195 ***********************************************************************
 ST0195  DESIGNATION -  H 8 T RM 1
 ST0195  PID         -  ST0195
 ST0195  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0195  USGS QUAD   -  LOWRY (1987)
 ST0195
 ST0195                         *CURRENT SURVEY CONTROL
 ST0195  ___________________________________________________________________
 ST0195* NAD 83(1986)-  47 30 26.     (N)    112 05 06.     (W)     SCALED    
 ST0195* NAVD 88     -      1130.655  (meters)    3709.49   (feet)  ADJUSTED  
 ST0195  ___________________________________________________________________
 ST0195  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 ST0195  DYNAMIC HT  -        1130.524 (meters)    3709.06  (feet)  COMP
 ST0195  MODELED GRAV-     980,458.4   (mgal)                       NAVD 88
 ST0195
 ST0195  VERT ORDER  -  SECOND    CLASS 0
 ST0195
 ST0195.The horizontal coordinates were scaled from a topographic map and have
 ST0195.an estimated accuracy of +/- 6 seconds.
 ST0195
 ST0195.The orthometric height was determined by differential leveling
 ST0195.and adjusted by the National Geodetic Survey in June 1991..
 ST0195
 ST0195.The geoid height was determined by GEOID03.
 ST0195
 ST0195.The dynamic height is computed by dividing the NAVD 88
 ST0195.geopotential number by the normal gravity value computed on the
 ST0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0195.degrees latitude (g = 980.6199 gals.).
 ST0195
 ST0195.The modeled gravity was interpolated from observed gravity values.
 ST0195
 ST0195;                    North         East    Units  Estimated Accuracy
 ST0195;SPC MT       -   365,150.      405,410.      MT  (+/- 180 meters Scaled)
 ST0195
 ST0195                          SUPERSEDED SURVEY CONTROL
 ST0195
 ST0195  NGVD 29 (??/??/92) 1129.672  (m)         3706.27   (f) ADJ UNCH    2 0
 ST0195
 ST0195.Superseded values are not recommended for survey control.
 ST0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0195.See file dsdata.txt to determine how the superseded data were derived.
 ST0195
 ST0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT182621(NAD 83)
 ST0195_MARKER: DR = REFERENCE MARK DISK
 ST0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0195_STAMPING: H 8 T NO. 1 1961
 ST0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0195+STABILITY: SURFACE MOTION
 ST0195
 ST0195  HISTORY     - Date     Condition        Report By
 ST0195  HISTORY     - 1961     MONUMENTED       CGS
 ST0195
 ST0195                          STATION DESCRIPTION
 ST0195
 ST0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0195'7.55 MI W FROM SIMMS.
 ST0195'7.45 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0195'HIGHWAY 20 AT SIMMS, THENCE 0.1 MILE NORTH ACROSS COUNTRY, ALONG THE
 ST0195'GREAT NORTHERN RAILWAY, 42.0 FEET SOUTH OF THE SOUTH RAIL, 90.7 FEET
 ST0195'NORTH-NORTHEAST OF TRIANGULATION STATION H 8 T, 176.0 FEET EAST OF
 ST0195'REFERENCE MARK R.M. 2, 1.4 FEET SOUTHWEST OF A TELEPHONE POLE, ABOUT 3
 ST0195'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 ST0195'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0194 ***********************************************************************
 ST0194  DESIGNATION -  H 8 T RM 2
 ST0194  PID         -  ST0194
 ST0194  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0194  USGS QUAD   -  LOWRY (1987)
 ST0194
 ST0194                         *CURRENT SURVEY CONTROL
 ST0194  ___________________________________________________________________
 ST0194* NAD 83(1986)-  47 30 25.     (N)    112 05 09.     (W)     SCALED    
 ST0194* NAVD 88     -      1130.748  (meters)    3709.80   (feet)  ADJUSTED  
 ST0194  ___________________________________________________________________
 ST0194  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 ST0194  DYNAMIC HT  -        1130.617 (meters)    3709.37  (feet)  COMP
 ST0194  MODELED GRAV-     980,458.3   (mgal)                       NAVD 88
 ST0194
 ST0194  VERT ORDER  -  SECOND    CLASS 0
 ST0194
 ST0194.The horizontal coordinates were scaled from a topographic map and have
 ST0194.an estimated accuracy of +/- 6 seconds.
 ST0194
 ST0194.The orthometric height was determined by differential leveling
 ST0194.and adjusted by the National Geodetic Survey in June 1991..
 ST0194
 ST0194.The geoid height was determined by GEOID03.
 ST0194
 ST0194.The dynamic height is computed by dividing the NAVD 88
 ST0194.geopotential number by the normal gravity value computed on the
 ST0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0194.degrees latitude (g = 980.6199 gals.).
 ST0194
 ST0194.The modeled gravity was interpolated from observed gravity values.
 ST0194
 ST0194;                    North         East    Units  Estimated Accuracy
 ST0194;SPC MT       -   365,120.      405,350.      MT  (+/- 180 meters Scaled)
 ST0194
 ST0194                          SUPERSEDED SURVEY CONTROL
 ST0194
 ST0194  NGVD 29 (??/??/92) 1129.766  (m)         3706.57   (f) ADJ UNCH    2 0
 ST0194
 ST0194.Superseded values are not recommended for survey control.
 ST0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0194.See file dsdata.txt to determine how the superseded data were derived.
 ST0194
 ST0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT182620(NAD 83)
 ST0194_MARKER: DR = REFERENCE MARK DISK
 ST0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0194_STAMPING: H 8 T NO. 2 1961
 ST0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0194+STABILITY: SURFACE MOTION
 ST0194
 ST0194  HISTORY     - Date     Condition        Report By
 ST0194  HISTORY     - 1961     MONUMENTED       CGS
 ST0194
 ST0194                          STATION DESCRIPTION
 ST0194
 ST0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0194'7.55 MI W FROM SIMMS.
 ST0194'7.45 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 ST0194'HIGHWAY 20 AT SIMMS, THENCE 0.1 MILE NORTH ACROSS COUNTRY, ALONG THE
 ST0194'GREAT NORTHERN RAILWAY, 41.8 FEET SOUTH OF THE SOUTH RAIL, 94.5 FEET
 ST0194'WEST-NORTHWEST OF TRIANGULATION STATION H 8 T, 176 FEET WEST OF
 ST0194'REFERENCE MARK R.M. 1, 1.3 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 3
 ST0194'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 ST0194'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0283 ***********************************************************************
 RX0283  DESIGNATION -  H 80
 RX0283  PID         -  RX0283
 RX0283  STATE/COUNTY-  MT/RICHLAND
 RX0283  USGS QUAD   -  CANYON CREEK (1968)
 RX0283
 RX0283                         *CURRENT SURVEY CONTROL
 RX0283  ___________________________________________________________________
 RX0283* NAD 83(1986)-  46 50 24.     (N)    112 17 00.     (W)     SCALED    
 RX0283* NAVD 88     -      1342.923  (meters)    4405.91   (feet)  ADJUSTED  
 RX0283  ___________________________________________________________________
 RX0283  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 RX0283  DYNAMIC HT  -        1342.641 (meters)    4404.98  (feet)  COMP
 RX0283  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 RX0283
 RX0283  VERT ORDER  -  FIRST     CLASS II
 RX0283
 RX0283.The horizontal coordinates were scaled from a topographic map and have
 RX0283.an estimated accuracy of +/- 6 seconds.
 RX0283
 RX0283.The orthometric height was determined by differential leveling
 RX0283.and adjusted by the National Geodetic Survey in June 1991..
 RX0283
 RX0283.The geoid height was determined by GEOID03.
 RX0283
 RX0283.The dynamic height is computed by dividing the NAVD 88
 RX0283.geopotential number by the normal gravity value computed on the
 RX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0283.degrees latitude (g = 980.6199 gals.).
 RX0283
 RX0283.The modeled gravity was interpolated from observed gravity values.
 RX0283
 RX0283;                    North         East    Units  Estimated Accuracy
 RX0283;SPC MT       -   291,570.      387,850.      MT  (+/- 180 meters Scaled)
 RX0283
 RX0283                          SUPERSEDED SURVEY CONTROL
 RX0283
 RX0283  NGVD 29 (??/??/92) 1341.867  (m)         4402.44   (f) ADJ UNCH    1 2
 RX0283
 RX0283.Superseded values are not recommended for survey control.
 RX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0283.See file dsdata.txt to determine how the superseded data were derived.
 RX0283
 RX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS021881(NAD 83)
 RX0283_MARKER: DB = BENCH MARK DISK
 RX0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0283_STAMPING: H 80 1934
 RX0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0283+STABILITY: SURFACE MOTION
 RX0283
 RX0283  HISTORY     - Date     Condition        Report By
 RX0283  HISTORY     - 1934     MONUMENTED       CGS
 RX0283  HISTORY     - 1972     GOOD             USGS
 RX0283
 RX0283                          STATION DESCRIPTION
 RX0283
 RX0283'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RX0283'6.3 MI S FROM BROCKTON.
 RX0283'FROM JCT. U.S. HIGHWAY NO. 2 AND STATE SECONDARY NO. 480 1.0 MI. EAST
 RX0283'OF SPROLE, SOUTH ALONG NO. 480 ACROSS BRIDGE 4.9 MI. TO T-RD., THENCE
 RX0283'EAST ALONG COUNTY ROAD 0.5 MI. TO T-RD N., THENCE NORTH ON COUNTY ROAD
 RX0283'0.9 MI. T-RD E., THENCE EAST AND NORTH 2.3 MI. T-RD E., THENCE EAST
 RX0283'AND NORTH 5.9 MI. TO T-RD N., CONTINUE EAST PAST RUFFATTO SCHOOL 1.5
 RX0283'MI. T-RD. S., THENCE SOUTH ON COUNTY ROAD 2.0 MI. TO BRIDGE ACROSS
 RX0283'WEST CHARLEY CREEK, THENCE ACROSS BRIDGE AND RIGHT SOUTH AND WEST ON
 RX0283'TRACK ROAD, FORDING W. CHARLEY CREEK 0.9 MI. TO BM IN OLD ROW FENCE 15
 RX0283'FT. N AND 25 FT. E. OF T-RD.  A STANDARD CAP IN CONCRETE POST PROJ.
 RX0283'0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0135 ***********************************************************************
 TH0135  DESIGNATION -  H 80
 TH0135  PID         -  TH0135
 TH0135  STATE/COUNTY-  MT/RICHLAND
 TH0135  USGS QUAD   -  MORTARSTONE BLUFF (1989)
 TH0135
 TH0135                         *CURRENT SURVEY CONTROL
 TH0135  ___________________________________________________________________
 TH0135* NAD 83(1986)-  48 05 44.     (N)    104 53 26.     (W)     SCALED    
 TH0135* NAVD 88     -       610.199  (meters)    2001.96   (feet)  ADJUSTED  
 TH0135  ___________________________________________________________________
 TH0135  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 TH0135  DYNAMIC HT  -         610.266 (meters)    2002.18  (feet)  COMP
 TH0135  MODELED GRAV-     980,701.3   (mgal)                       NAVD 88
 TH0135
 TH0135  VERT ORDER  -  SECOND    CLASS 0
 TH0135
 TH0135.The horizontal coordinates were scaled from a topographic map and have
 TH0135.an estimated accuracy of +/- 6 seconds.
 TH0135
 TH0135.The orthometric height was determined by differential leveling
 TH0135.and adjusted by the National Geodetic Survey in June 1991..
 TH0135
 TH0135.The geoid height was determined by GEOID03.
 TH0135
 TH0135.The dynamic height is computed by dividing the NAVD 88
 TH0135.geopotential number by the normal gravity value computed on the
 TH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0135.degrees latitude (g = 980.6199 gals.).
 TH0135
 TH0135.The modeled gravity was interpolated from observed gravity values.
 TH0135
 TH0135;                    North         East    Units  Estimated Accuracy
 TH0135;SPC MT       -   437,410.      943,000.      MT  (+/- 180 meters Scaled)
 TH0135
 TH0135                          SUPERSEDED SURVEY CONTROL
 TH0135
 TH0135  NGVD 29 (??/??/92)  609.643  (m)         2000.14   (f) ADJ UNCH    2 0
 TH0135
 TH0135.Superseded values are not recommended for survey control.
 TH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0135.See file dsdata.txt to determine how the superseded data were derived.
 TH0135
 TH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP081269(NAD 83)
 TH0135_MARKER: DB = BENCH MARK DISK
 TH0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0135_STAMPING: H-80 1934
 TH0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0135+STABILITY: SURFACE MOTION
 TH0135
 TH0135  HISTORY     - Date     Condition        Report By
 TH0135  HISTORY     - 1934     MONUMENTED       CGS
 TH0135
 TH0135                          STATION DESCRIPTION
 TH0135
 TH0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0135'6.3 MI S FROM BROCKTON.
 TH0135'6.3 MILES S OF AND ALONG THE LANE-BROCKTON ROAD.  AT A POINT WHERE
 TH0135'ROAD IS RUNNING E AND W COMING FROM BROCKTON TO LANE AND MAKES A RIGHT
 TH0135'ANGLE TURN TO THE S.  84 FT. NW OF CENTER OF ROAD AT THE CURVE JUST
 TH0135'INSIDE OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0548 ***********************************************************************
 RX0548  DESIGNATION -  H 81
 RX0548  PID         -  RX0548
 RX0548  STATE/COUNTY-  MT/POWELL
 RX0548  USGS QUAD   -  BROWNS LAKE (1965)
 RX0548
 RX0548                         *CURRENT SURVEY CONTROL
 RX0548  ___________________________________________________________________
 RX0548* NAD 83(1992)-  46 56 52.12883(N)    113 03 28.27025(W)     ADJUSTED  
 RX0548* NAVD 88     -      1326.788  (meters)    4352.97   (feet)  ADJUSTED  
 RX0548  ___________________________________________________________________
 RX0548  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 RX0548  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 RX0548  DYNAMIC HT  -        1326.508 (meters)    4352.05  (feet)  COMP
 RX0548  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 RX0548
 RX0548  HORZ ORDER  -  SECOND
 RX0548  VERT ORDER  -  SECOND    CLASS 0
 RX0548
 RX0548.The horizontal coordinates were established by classical geodetic methods
 RX0548.and adjusted by the National Geodetic Survey in July 1992..
 RX0548
 RX0548.The orthometric height was determined by differential leveling
 RX0548.and adjusted by the National Geodetic Survey in June 1991..
 RX0548
 RX0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0548
 RX0548.The geoid height was determined by GEOID03.
 RX0548
 RX0548.The dynamic height is computed by dividing the NAVD 88
 RX0548.geopotential number by the normal gravity value computed on the
 RX0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0548.degrees latitude (g = 980.6199 gals.).
 RX0548
 RX0548.The modeled gravity was interpolated from observed gravity values.
 RX0548
 RX0548;                    North         East     Units Scale Factor Converg.
 RX0548;SPC MT       -   305,926.274   329,398.003   MT  0.99939327   -2 36 09.3
 RX0548;SPC MT       - 1,003,695.12  1,080,702.11   iFT  0.99939327   -2 36 09.3
 RX0548;UTM  12      - 5,201,420.269   343,400.530   MT  0.99990141   -1 30 14.6
 RX0548
 RX0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0548!SPC MT       -   0.99979420  x   0.99939327  =   0.99918760
 RX0548!UTM  12      -   0.99979420  x   0.99990141  =   0.99969563
 RX0548
 RX0548:                Primary Azimuth Mark                     Grid Az
 RX0548:SPC MT       -  H 81 AZ MK                               095 36 29.2
 RX0548:UTM  12      -  H 81 AZ MK                               094 30 34.5
 RX0548
 RX0548|---------------------------------------------------------------------|
 RX0548| PID    Reference Object                     Distance      Geod. Az  |
 RX0548|                                                           dddmmss.s |
 RX0548| CN3942 H 81 AZ MK                                         0930019.9 |
 RX0548| RX0970 H 81 RM 1                             8.632 METERS 12552     |
 RX0548| CN3943 H 81 RM 2                             7.974 METERS 23232     |
 RX0548|---------------------------------------------------------------------|
 RX0548
 RX0548                          SUPERSEDED SURVEY CONTROL
 RX0548
 RX0548  NAD 83(1986)-  46 56 52.13546(N)    113 03 28.25646(W) AD(       ) 2
 RX0548  NAD 27      -  46 56 52.35120(N)    113 03 25.06540(W) AD(       ) 2
 RX0548  NGVD 29 (??/??/92) 1325.662  (m)         4349.28   (f) ADJ UNCH    2 0
 RX0548
 RX0548.Superseded values are not recommended for survey control.
 RX0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0548.See file dsdata.txt to determine how the superseded data were derived.
 RX0548
 RX0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT4340101420(NAD 83)
 RX0548_MARKER: DB = BENCH MARK DISK
 RX0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0548_STAMPING: H 81 1934
 RX0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0548+STABILITY: SURFACE MOTION
 RX0548
 RX0548  HISTORY     - Date     Condition        Report By
 RX0548  HISTORY     - 1934     MONUMENTED       CGS
 RX0548  HISTORY     - 1956     GOOD             CGS
 RX0548  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RX0548
 RX0548                          STATION DESCRIPTION
 RX0548
 RX0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0548'7.6 MI SE FROM OVANDO.
 RX0548'7.6 MI SE OF AND ALONG THE ROAD TO LINCOLN.  2.0 MILES W OF BROWNS
 RX0548'LAKE.  ON A SMALL HILL IN ROAD.  46 FEET N OF CENTER OF R/W.
 RX0548
 RX0548                          STATION RECOVERY (1956)
 RX0548
 RX0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0548'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF HELMVILLE,
 RX0548'6 MILES SOUTHEAST OF OVANDO, 2-1/2 MILES WEST OF THE SOUTH
 RX0548'END OF BROWNS LAKE, 15 FEET NORTH OF A FENCE AND 5 FEET SOUTH
 RX0548'OF A 4 IN X 4 IN WHITE WITNESS POST.
 RX0548'
 RX0548'TO REACH THE STATION FROM THE POST OFFICE IN HELMVILLE, GO
 RX0548'WEST ON THE MAIN GRAVELED ROAD FOR 5.6 MILES TO A FORK AND A
 RX0548'SCHOOLHOUSE ON THE LEFT, TAKE THE RIGHT ROAD AND GO NORTHWEST
 RX0548'FOR 4.35 MILES TO A SIDE ROAD ON THE RIGHT (THE MAIN ROAD
 RX0548'CURVES TO THE LEFT AT THIS POINT), TURN RIGHT ON THE SIDE
 RX0548'ROAD AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 1.15 MILES
 RX0548'TO THE STATION ON THE LEFT, CONTINUE EAST FOR 0.3 MILE TO THE
 RX0548'AZIMUTH MARK ON THE RIGHT.
 RX0548'
 RX0548'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 RX0548'BENCH MARK DISK CEMENTED IN THE TOP OF A 6 IN X 6 IN CONCRETE
 RX0548'POST WHICH PROJECTS 9 INCHES.  THE DISK IS STAMPED H 81 1934.
 RX0548'
 RX0548'REFERENCE MARK 1 IS 19 FEET NORTH OF THE CENTER OF THE ROAD
 RX0548'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 5 INCHES,
 RX0548'AND THE DISK IS STAMPED BENCH MARK H 81 NO 1 1956.
 RX0548'
 RX0548'REFERENCE MARK 2 IS 17 FEET NORTH OF THE CENTER OF THE ROAD
 RX0548'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES,
 RX0548'AND THE DISK IS STAMPED BENCH MARK H 81 NO 2 1956.
 RX0548'
 RX0548'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF THE ROAD,
 RX0548'2 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST AND 1 FOOT
 RX0548'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 RX0548'IS STAMPED BENCH MARK H 81 1956.
 RX0548
 RX0548                          STATION RECOVERY (1960)
 RX0548
 RX0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 RX0548'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 RX0548'MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED.  THE STATION
 RX0548'MARK DISK WAS RESET IN A 15 X 15 INCH SQUARE CONCRETE POST WHICH
 RX0548'PROJECTS 2 INCHES.  IT IS STAMPED H 81 1934 RESET 1960.  AN
 RX0548'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 RX0548'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 RX0548'BENCH MARK H 81 1956 RESET 1960.  (NOTE 7A)
 RX0548'
 RX0548'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE STAMPED
 RX0548'RESET 1960 IN ADDITION TO THE ORIGINAL STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0549 ***********************************************************************
 RX0549  DESIGNATION -  H 81 RESET
 RX0549  PID         -  RX0549
 RX0549  STATE/COUNTY-  MT/POWELL
 RX0549  USGS QUAD   -  BROWNS LAKE (1965)
 RX0549
 RX0549                         *CURRENT SURVEY CONTROL
 RX0549  ___________________________________________________________________
 RX0549* NAD 83(1992)-  46 56 52.12887(N)    113 03 28.27036(W)     ADJUSTED  
 RX0549* NAVD 88     -      1326.60   (+/-2cm)    4352.4    (feet)  VERTCON   
 RX0549  ___________________________________________________________________
 RX0549  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 RX0549  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 RX0549
 RX0549  HORZ ORDER  -  FIRST
 RX0549  VERT ORDER  -  THIRD (See Below)
 RX0549
 RX0549.The horizontal coordinates were established by classical geodetic methods
 RX0549.and adjusted by the National Geodetic Survey in July 1992..
 RX0549
 RX0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0549.The vertical order pertains to the NGVD 29 superseded value.
 RX0549
 RX0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0549
 RX0549.The geoid height was determined by GEOID03.
 RX0549
 RX0549;                    North         East     Units Scale Factor Converg.
 RX0549;SPC MT       -   305,926.275   329,398.000   MT  0.99939327   -2 36 09.3
 RX0549;SPC MT       - 1,003,695.13  1,080,702.10   iFT  0.99939327   -2 36 09.3
 RX0549;UTM  12      - 5,201,420.270   343,400.527   MT  0.99990141   -1 30 14.6
 RX0549
 RX0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0549!SPC MT       -   0.99979423  x   0.99939327  =   0.99918763
 RX0549!UTM  12      -   0.99979423  x   0.99990141  =   0.99969566
 RX0549
 RX0549:                Primary Azimuth Mark                     Grid Az
 RX0549:SPC MT       -  H 81 AZ MK                               095 36 21.2
 RX0549:UTM  12      -  H 81 AZ MK                               094 30 26.5
 RX0549
 RX0549|---------------------------------------------------------------------|
 RX0549| PID    Reference Object                     Distance      Geod. Az  |
 RX0549|                                                           dddmmss.s |
 RX0549| CN3942 H 81 AZ MK                                         0930011.9 |
 RX0549| RX0970 H 81 RM 1                             8.635 METERS 12552     |
 RX0549| CN3943 H 81 RM 2                             7.982 METERS 23232     |
 RX0549| ST0583 MORRELL MT LOOKOUT TOWER            APPROX.35.3 KM 3194948.9 |
 RX0549|---------------------------------------------------------------------|
 RX0549
 RX0549                          SUPERSEDED SURVEY CONTROL
 RX0549
 RX0549  NAD 83(1986)-  46 56 52.13547(N)    113 03 28.25651(W) AD(       ) 1
 RX0549  NAD 27      -  46 56 52.35270(N)    113 03 25.06640(W) AD(       ) 1
 RX0549  NGVD 29 (??/??/??) 1325.47   (m)         4348.6    (f) RESET       3  
 RX0549
 RX0549.Superseded values are not recommended for survey control.
 RX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0549.See file dsdata.txt to determine how the superseded data were derived.
 RX0549
 RX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT4340101420(NAD 83)
 RX0549_MARKER: DB = BENCH MARK DISK
 RX0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0549_STAMPING: H 81 1934 RESET 1960
 RX0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0549
 RX0549  HISTORY     - Date     Condition        Report By
 RX0549  HISTORY     - 1960     MONUMENTED       CGS
 RX0549  HISTORY     - 1962     GOOD             USGS
 RX0549  HISTORY     - 1968     GOOD             CGS
 RX0549  HISTORY     - 1968     GOOD             NGS
 RX0549
 RX0549                          STATION DESCRIPTION
 RX0549
 RX0549'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX0549'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46113-1, STATION 1001.
 RX0549'
 RX0549'RECOVERED BY USGS IN 1962.
 RX0549'
 RX0549'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE POST,
 RX0549'STAMPED---H-81 1934 RESET 1960---.
 RX0549
 RX0549                          STATION RECOVERY (1968)
 RX0549
 RX0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 RX0549'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RX0549'CONDITION.  NOT HAVING ANY INFORMATION ON THIS STATION AT THE
 RX0549'PRESENT DATE A NEW DESCRIPTION FOLLOWS.
 RX0549'
 RX0549'THE STATION IS LOCATED ABOUT 18 MILES WEST OF LINCOLN, 7 MILES
 RX0549'NORTHWEST OF HELMVILLE AND 6 MILES SOUTHEAST OF OVANDO.
 RX0549'
 RX0549'TO REACH THE STATION FROM THE POST OFFICE IN OVANDO, GO EAST ON THE
 RX0549'PAVED ROAD FOR 0.15 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO
 RX0549'SOUTHERLY FOR 1.0 MILE TO A FORK.  KEEP LEFT FORK AND GO EAST AND
 RX0549'SOUTH ON GRAVELED ROAD FOR 3.1 MILES TO A BRIDGE OVER THE
 RX0549'BLACKFOOT RIVER.  CONTINUE SOUTHERLY FOR 2.5 MILES TO A SIDE ROAD
 RX0549'ON THE LEFT.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR FOR 1.15
 RX0549'MILES TO THE STATION ON THE LEFT.  (CONTINUE EAST FOR 0.25 MILE
 RX0549'TO THE AZIMUTH MARK ON THE RIGHT.
 RX0549'
 RX0549'THE STATION MARK IS A STANDARD BENCH MARK DISK, STAMPED H 81 1934
 RX0549'RESET 1960, SET IN THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT
 RX0549'THAT PROJECTS 3-INCHES.  IT IS 48 FEET NORTH OF THE CENTER OF A
 RX0549'GRAVELED ROAD AND 16 FEET NORTH OF A WIRE FENCE.
 RX0549'
 RX0549'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED H 81 NO 1 1956
 RX0549'RESET 1960, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 RX0549'THAT PROJECTS 3-INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF A
 RX0549'GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 RX0549'
 RX0549'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED H 81 NO 2 1956
 RX0549'RESET 1960, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 RX0549'THAT PROJECTS 3-INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF A
 RX0549'GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 RX0549'
 RX0549'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BENCH MARK RESET H 81
 RX0549'1956 1960, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 RX0549'THAT PROJECTS 4-INCHES.  IT IS 28 FEET SOUTH OF THE CENTER OF A
 RX0549'GRAVELED ROAD 2.5 FEET WEST OF A 4X4 WOODEN WITNESS POST AND 1.5
 RX0549'FEET NORTH OF A WIRE FENCE.
 RX0549'
 RX0549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 RX0549'SOUTHEAST OF OVANDO.
 RX0549
 RX0549                          STATION RECOVERY (1968)
 RX0549
 RX0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RX0549'6 MI SE FROM OVANDO.
 RX0549'ABOUT 18 MILES WEST OF LINCOLN, 7 MILES NORTHWEST OF HELMVILLE AND 6
 RX0549'MILES SOUTHEAST OF OVANDO.  FROM THE POST OFFICE IN OVANDO, GO EAST ON
 RX0549'PAVED ROAD FOR 0.15 MILE, THENCE SOUTHERLY ON GRAVELED ROAD FOR 6.5
 RX0549'MILES.  THENCE EAST ON GRAVELED ROAD FOR 1.15 MILES TO THE MARK ON THE
 RX0549'NORTH.  IT IS 48 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 16
 RX0549'FEET NORTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0211 ***********************************************************************
 RW0211  DESIGNATION -  H 82
 RW0211  PID         -  RW0211
 RW0211  STATE/COUNTY-  MT/BROADWATER
 RW0211  USGS QUAD   -  HOLKER (1986)
 RW0211
 RW0211                         *CURRENT SURVEY CONTROL
 RW0211  ___________________________________________________________________
 RW0211* NAD 83(1986)-  46 16 08.     (N)    111 29 19.     (W)     SCALED    
 RW0211* NAVD 88     -      1174.707  (meters)    3854.02   (feet)  ADJUSTED  
 RW0211  ___________________________________________________________________
 RW0211  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 RW0211  DYNAMIC HT  -        1174.422 (meters)    3853.08  (feet)  COMP
 RW0211  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 RW0211
 RW0211  VERT ORDER  -  SECOND    CLASS 0
 RW0211
 RW0211.The horizontal coordinates were scaled from a topographic map and have
 RW0211.an estimated accuracy of +/- 6 seconds.
 RW0211
 RW0211.The orthometric height was determined by differential leveling
 RW0211.and adjusted by the National Geodetic Survey in June 1991..
 RW0211
 RW0211.The geoid height was determined by GEOID03.
 RW0211
 RW0211.The dynamic height is computed by dividing the NAVD 88
 RW0211.geopotential number by the normal gravity value computed on the
 RW0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0211.degrees latitude (g = 980.6199 gals.).
 RW0211
 RW0211.The modeled gravity was interpolated from observed gravity values.
 RW0211
 RW0211;                    North         East    Units  Estimated Accuracy
 RW0211;SPC MT       -   226,300.      446,800.      MT  (+/- 180 meters Scaled)
 RW0211
 RW0211                          SUPERSEDED SURVEY CONTROL
 RW0211
 RW0211  NGVD 29 (??/??/92) 1173.755  (m)         3850.89   (f) ADJ UNCH    2 0
 RW0211
 RW0211.Superseded values are not recommended for survey control.
 RW0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0211.See file dsdata.txt to determine how the superseded data were derived.
 RW0211
 RW0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS623240(NAD 83)
 RW0211_MARKER: DB = BENCH MARK DISK
 RW0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0211_SP_SET: CULVERT
 RW0211_STAMPING: H 82 1934
 RW0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0211
 RW0211  HISTORY     - Date     Condition        Report By
 RW0211  HISTORY     - 1934     MONUMENTED       CGS
 RW0211  HISTORY     - 1980     GOOD
 RW0211
 RW0211                          STATION DESCRIPTION
 RW0211
 RW0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0211'3.7 MI SE FROM TOWNSEND.
 RW0211'3.7 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM TOWNSEND,
 RW0211'BROADWATER COUNTY, 0.2 MILE NORTH OF MILEPOST 201, IN THE TOP OF A
 RW0211'CONCRETE CULVERT, AND 10 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 RW0211'STANDARD DISK, STAMPED H 82 1934.
 RW0211
 RW0211                          STATION RECOVERY (1980)
 RW0211
 RW0211'RECOVERED 1980
 RW0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0093 ***********************************************************************
 SQ0093  DESIGNATION -  H 83
 SQ0093  PID         -  SQ0093
 SQ0093  STATE/COUNTY-  MT/GARFIELD
 SQ0093  USGS QUAD   -  MAXWELL COULEE (1967)
 SQ0093
 SQ0093                         *CURRENT SURVEY CONTROL
 SQ0093  ___________________________________________________________________
 SQ0093* NAD 83(1986)-  47 21 43.     (N)    106 27 04.     (W)     SCALED    
 SQ0093* NAVD 88     -       741.281  (meters)    2432.02   (feet)  ADJUSTED  
 SQ0093  ___________________________________________________________________
 SQ0093  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 SQ0093  DYNAMIC HT  -         741.301 (meters)    2432.09  (feet)  COMP
 SQ0093  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 SQ0093
 SQ0093  VERT ORDER  -  SECOND    CLASS 0
 SQ0093
 SQ0093.The horizontal coordinates were scaled from a topographic map and have
 SQ0093.an estimated accuracy of +/- 6 seconds.
 SQ0093
 SQ0093.The orthometric height was determined by differential leveling
 SQ0093.and adjusted by the National Geodetic Survey in June 1991..
 SQ0093
 SQ0093.The geoid height was determined by GEOID03.
 SQ0093
 SQ0093.The dynamic height is computed by dividing the NAVD 88
 SQ0093.geopotential number by the normal gravity value computed on the
 SQ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0093.degrees latitude (g = 980.6199 gals.).
 SQ0093
 SQ0093.The modeled gravity was interpolated from observed gravity values.
 SQ0093
 SQ0093;                    North         East    Units  Estimated Accuracy
 SQ0093;SPC MT       -   350,270.      830,120.      MT  (+/- 180 meters Scaled)
 SQ0093
 SQ0093                          SUPERSEDED SURVEY CONTROL
 SQ0093
 SQ0093  NGVD 29 (??/??/92)  740.644  (m)         2429.93   (f) ADJ UNCH    2 0
 SQ0093
 SQ0093.Superseded values are not recommended for survey control.
 SQ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0093.See file dsdata.txt to determine how the superseded data were derived.
 SQ0093
 SQ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN904464(NAD 83)
 SQ0093_MARKER: DB = BENCH MARK DISK
 SQ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0093_STAMPING: H 83 1934
 SQ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0093+STABILITY: SURFACE MOTION
 SQ0093
 SQ0093  HISTORY     - Date     Condition        Report By
 SQ0093  HISTORY     - 1934     MONUMENTED       CGS
 SQ0093  HISTORY     - 1967     GOOD             USGS
 SQ0093
 SQ0093                          STATION DESCRIPTION
 SQ0093
 SQ0093'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SQ0093'22.0 MI E FROM JORDEN.
 SQ0093'TO REACH FROM THE POST OFFICE IN JORDEN, MONTANA, GO EAST ON ST HWY 20
 SQ0093'FOR 22.0 MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT AND FOLLOW THE
 SQ0093'TRACK ROAD NORTH FOR 0.5 MILE TO A DIM TRAIL RIGHT.  FOLLOW DIM TRAIL
 SQ0093'0.6 MI TO TRAIL CROSSING.  TURN LEFT ALONG TRAIL FOR 0.1 MILE AND
 SQ0093'STATION SITE ON THE RIGHT.  115 FT N OF EAST-WEST TRAIL, 390 FT E OF
 SQ0093'TERRACE, AND IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 SQ0093'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0250 ***********************************************************************
 SP0250  DESIGNATION -  H 84
 SP0250  PID         -  SP0250
 SP0250  STATE/COUNTY-  MT/MCCONE
 SP0250  USGS QUAD   -  ROCK CREEK (1983)
 SP0250
 SP0250                         *CURRENT SURVEY CONTROL
 SP0250  ___________________________________________________________________
 SP0250* NAD 83(1986)-  47 58 48.     (N)    105 31 02.     (W)     SCALED    
 SP0250* NAVD 88     -       722.646  (meters)    2370.88   (feet)  ADJUSTED  
 SP0250  ___________________________________________________________________
 SP0250  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 SP0250  DYNAMIC HT  -         722.712 (meters)    2371.10  (feet)  COMP
 SP0250  MODELED GRAV-     980,679.6   (mgal)                       NAVD 88
 SP0250
 SP0250  VERT ORDER  -  SECOND    CLASS 0
 SP0250
 SP0250.The horizontal coordinates were scaled from a topographic map and have
 SP0250.an estimated accuracy of +/- 6 seconds.
 SP0250
 SP0250.The orthometric height was determined by differential leveling
 SP0250.and adjusted by the National Geodetic Survey in June 1991..
 SP0250
 SP0250.The geoid height was determined by GEOID03.
 SP0250
 SP0250.The dynamic height is computed by dividing the NAVD 88
 SP0250.geopotential number by the normal gravity value computed on the
 SP0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0250.degrees latitude (g = 980.6199 gals.).
 SP0250
 SP0250.The modeled gravity was interpolated from observed gravity values.
 SP0250
 SP0250;                    North         East    Units  Estimated Accuracy
 SP0250;SPC MT       -   422,030.      897,070.      MT  (+/- 180 meters Scaled)
 SP0250
 SP0250                          SUPERSEDED SURVEY CONTROL
 SP0250
 SP0250  NGVD 29 (??/??/92)  722.046  (m)         2368.91   (f) ADJ UNCH    2 0
 SP0250
 SP0250.Superseded values are not recommended for survey control.
 SP0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0250.See file dsdata.txt to determine how the superseded data were derived.
 SP0250
 SP0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP614142(NAD 83)
 SP0250_MARKER: DB = BENCH MARK DISK
 SP0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0250_STAMPING: H 84 1934
 SP0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0250+STABILITY: SURFACE MOTION
 SP0250
 SP0250  HISTORY     - Date     Condition        Report By
 SP0250  HISTORY     - 1934     MONUMENTED       CGS
 SP0250
 SP0250                          STATION DESCRIPTION
 SP0250
 SP0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0250'9.7 MI S FROM MACON.
 SP0250'IN MCCONE COUNTY, 9.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM MACON,
 SP0250'ROOSEVELT COUNTY, 30 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SP0250'AND 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 SP0250'STAMPED H 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0174 ***********************************************************************
 RU0174  DESIGNATION -  H 85
 RU0174  PID         -  RU0174
 RU0174  STATE/COUNTY-  MT/GARFIELD
 RU0174  USGS QUAD   -  BLACK HILLS (1965)
 RU0174
 RU0174                         *CURRENT SURVEY CONTROL
 RU0174  ___________________________________________________________________
 RU0174* NAD 83(1986)-  46 56 25.     (N)    106 44 00.     (W)     SCALED    
 RU0174* NAVD 88     -       901.093  (meters)    2956.34   (feet)  ADJUSTED  
 RU0174  ___________________________________________________________________
 RU0174  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RU0174  DYNAMIC HT  -         901.048 (meters)    2956.19  (feet)  COMP
 RU0174  MODELED GRAV-     980,532.2   (mgal)                       NAVD 88
 RU0174
 RU0174  VERT ORDER  -  SECOND    CLASS 0
 RU0174
 RU0174.The horizontal coordinates were scaled from a topographic map and have
 RU0174.an estimated accuracy of +/- 6 seconds.
 RU0174
 RU0174.The orthometric height was determined by differential leveling
 RU0174.and adjusted by the National Geodetic Survey in June 1991..
 RU0174
 RU0174.The geoid height was determined by GEOID03.
 RU0174
 RU0174.The dynamic height is computed by dividing the NAVD 88
 RU0174.geopotential number by the normal gravity value computed on the
 RU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0174.degrees latitude (g = 980.6199 gals.).
 RU0174
 RU0174.The modeled gravity was interpolated from observed gravity values.
 RU0174
 RU0174;                    North         East    Units  Estimated Accuracy
 RU0174;SPC MT       -   302,660.      810,480.      MT  (+/- 180 meters Scaled)
 RU0174
 RU0174                          SUPERSEDED SURVEY CONTROL
 RU0174
 RU0174  NGVD 29 (??/??/92)  900.422  (m)         2954.13   (f) ADJ UNCH    2 0
 RU0174
 RU0174.Superseded values are not recommended for survey control.
 RU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0174.See file dsdata.txt to determine how the superseded data were derived.
 RU0174
 RU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM680999(NAD 83)
 RU0174_MARKER: DB = BENCH MARK DISK
 RU0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0174_STAMPING: H-85 1934
 RU0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0174+STABILITY: SURFACE MOTION
 RU0174
 RU0174  HISTORY     - Date     Condition        Report By
 RU0174  HISTORY     - 1934     MONUMENTED       CGS
 RU0174  HISTORY     - 1965     GOOD             USGS
 RU0174
 RU0174                          STATION DESCRIPTION
 RU0174
 RU0174'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RU0174'10.4 MI SW FROM COHAGEN.
 RU0174'COHAGEN, 10.4 MILES SOUTHWEST OF ALONG THE FORSYTH ROAD.  ABOUT 0.85
 RU0174'MILE ENE OF THE OLD MCKENZIE RANCH.  ABOUT 0.5 MILE SW OF WHERE THE
 RU0174'ROAD GOES THROUGH A FENCE.  IN THE WEST 1/2 OF SECTION 25 T-14-N
 RU0174'R-39-E.  820 FT NE OF AN ANGLE POINT IN THE FENCE LINE.  103 FT SE OF
 RU0174'THE CENTERLINE OF THE ROAD.  35 FT SE OF THE FENCE LINE.  IN TOP OF A
 RU0174'CONCRETE POST PROJECTING 0.6 FT, A STD DISK STAMPED H-85 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0142 ***********************************************************************
 RU0142  DESIGNATION -  H 86
 RU0142  PID         -  RU0142
 RU0142  STATE/COUNTY-  MT/ROSEBUD
 RU0142  USGS QUAD   -  FORSYTH (1984)
 RU0142
 RU0142                         *CURRENT SURVEY CONTROL
 RU0142  ___________________________________________________________________
 RU0142* NAD 83(1986)-  46 17 45.     (N)    106 41 43.     (W)     SCALED    
 RU0142* NAVD 88     -       836.161  (meters)    2743.30   (feet)  POSTED    
 RU0142  ___________________________________________________________________
 RU0142  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 RU0142  DYNAMIC HT  -         836.070 (meters)    2743.01  (feet)  COMP
 RU0142  MODELED GRAV-     980,480.3   (mgal)                       NAVD 88
 RU0142
 RU0142  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RU0142
 RU0142.The horizontal coordinates were scaled from a topographic map and have
 RU0142.an estimated accuracy of +/- 6 seconds.
 RU0142
 RU0142.The orthometric height was determined by differential leveling
 RU0142.and adjusted by the National Geodetic Survey in 1992..
 RU0142.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RU0142.rate of 2.1 thru 3.0 mm/km.
 RU0142
 RU0142.The geoid height was determined by GEOID03.
 RU0142
 RU0142.The dynamic height is computed by dividing the NAVD 88
 RU0142.geopotential number by the normal gravity value computed on the
 RU0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0142.degrees latitude (g = 980.6199 gals.).
 RU0142
 RU0142.The modeled gravity was interpolated from observed gravity values.
 RU0142
 RU0142;                    North         East    Units  Estimated Accuracy
 RU0142;SPC MT       -   231,210.      815,940.      MT  (+/- 180 meters Scaled)
 RU0142
 RU0142                          SUPERSEDED SURVEY CONTROL
 RU0142
 RU0142  NGVD 29 (??/??/92)  835.53   (m)         2741.2    (f) COMPUTED    2 0
 RU0142
 RU0142.Superseded values are not recommended for survey control.
 RU0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0142.See file dsdata.txt to determine how the superseded data were derived.
 RU0142
 RU0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM694283(NAD 83)
 RU0142_MARKER: DB = BENCH MARK DISK
 RU0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0142_STAMPING: H 86 1934
 RU0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0142+STABILITY: SURFACE MOTION
 RU0142
 RU0142  HISTORY     - Date     Condition        Report By
 RU0142  HISTORY     - 1934     MONUMENTED       CGS
 RU0142  HISTORY     - 1960     MARK NOT FOUND   NGS
 RU0142
 RU0142                          STATION DESCRIPTION
 RU0142
 RU0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0142'2.6 MI NE FROM FORSYTH.
 RU0142'2.6 MILES NORTHEAST ALONG THE COHAGEN ROAD FROM FORSYTH, ROSEBUD
 RU0142'COUNTY, 28 YARDS WEST OF THE JUNCTION OF AN OLD ROAD, AND 56 FEET
 RU0142'SOUTHWEST OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK,
 RU0142'STAMPED H 86 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 RU0142'MAY HAVE BEEN DESTROYED WHEN THE HIGHWAY DEPARTMENT CONSTRUCTED A SNOW
 RU0142'STOP IN THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0022 ***********************************************************************
 RU0022  DESIGNATION -  H 87
 RU0022  PID         -  RU0022
 RU0022  STATE/COUNTY-  MT/GARFIELD
 RU0022  USGS QUAD   -  CHRISTENSON RESERVOIR (1965)
 RU0022
 RU0022                         *CURRENT SURVEY CONTROL
 RU0022  ___________________________________________________________________
 RU0022* NAD 83(1986)-  46 58 34.     (N)    106 30 08.     (W)     SCALED    
 RU0022* NAVD 88     -       871.075  (meters)    2857.85   (feet)  ADJUSTED  
 RU0022  ___________________________________________________________________
 RU0022  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 RU0022  DYNAMIC HT  -         871.036 (meters)    2857.72  (feet)  COMP
 RU0022  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 RU0022
 RU0022  VERT ORDER  -  SECOND    CLASS 0
 RU0022
 RU0022.The horizontal coordinates were scaled from a topographic map and have
 RU0022.an estimated accuracy of +/- 6 seconds.
 RU0022
 RU0022.The orthometric height was determined by differential leveling
 RU0022.and adjusted by the National Geodetic Survey in June 1991..
 RU0022
 RU0022.The geoid height was determined by GEOID03.
 RU0022
 RU0022.The dynamic height is computed by dividing the NAVD 88
 RU0022.geopotential number by the normal gravity value computed on the
 RU0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0022.degrees latitude (g = 980.6199 gals.).
 RU0022
 RU0022.The modeled gravity was interpolated from observed gravity values.
 RU0022
 RU0022;                    North         East    Units  Estimated Accuracy
 RU0022;SPC MT       -   307,290.      827,910.      MT  (+/- 180 meters Scaled)
 RU0022
 RU0022                          SUPERSEDED SURVEY CONTROL
 RU0022
 RU0022.No superseded survey control is available for this station.
 RU0022
 RU0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN857036(NAD 83)
 RU0022_MARKER: DB = BENCH MARK DISK
 RU0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0022_STAMPING: H 87 1934
 RU0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0022+STABILITY: SURFACE MOTION
 RU0022
 RU0022  HISTORY     - Date     Condition        Report By
 RU0022  HISTORY     - 1934     MONUMENTED       CGS
 RU0022  HISTORY     - 1938     GOOD             NGS
 RU0022  HISTORY     - 1965     MARK NOT FOUND   USGS
 RU0022
 RU0022                          STATION DESCRIPTION
 RU0022
 RU0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RU0022'7.7 MI SE FROM COHAGEN.
 RU0022'7.7 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM COHAGEN, GARFIELD
 RU0022'COUNTY, 0.3 MILE SOUTHEAST OF THE INTERSECTION OF A T-ROAD LEADING
 RU0022'NORTH, AND 43 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 RU0022'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RU0022
 RU0022                          STATION RECOVERY (1965)
 RU0022
 RU0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RU0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0071 ***********************************************************************
 SR0071  DESIGNATION -  H 89
 SR0071  PID         -  SR0071
 SR0071  STATE/COUNTY-  MT/PETROLEUM
 SR0071  USGS QUAD   -  WINNETT NORTH (1986)
 SR0071
 SR0071                         *CURRENT SURVEY CONTROL
 SR0071  ___________________________________________________________________
 SR0071* NAD 83(1986)-  47 00 35.     (N)    108 18 35.     (W)     SCALED    
 SR0071* NAVD 88     -       897.736  (meters)    2945.32   (feet)  ADJUSTED  
 SR0071  ___________________________________________________________________
 SR0071  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SR0071  DYNAMIC HT  -         897.697 (meters)    2945.19  (feet)  COMP
 SR0071  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 SR0071
 SR0071  VERT ORDER  -  SECOND    CLASS 0
 SR0071
 SR0071.The horizontal coordinates were scaled from a topographic map and have
 SR0071.an estimated accuracy of +/- 6 seconds.
 SR0071
 SR0071.The orthometric height was determined by differential leveling
 SR0071.and adjusted by the National Geodetic Survey in June 1991..
 SR0071
 SR0071.The geoid height was determined by GEOID03.
 SR0071
 SR0071.The dynamic height is computed by dividing the NAVD 88
 SR0071.geopotential number by the normal gravity value computed on the
 SR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0071.degrees latitude (g = 980.6199 gals.).
 SR0071
 SR0071.The modeled gravity was interpolated from observed gravity values.
 SR0071
 SR0071;                    North         East    Units  Estimated Accuracy
 SR0071;SPC MT       -   307,350.      690,450.      MT  (+/- 180 meters Scaled)
 SR0071
 SR0071                          SUPERSEDED SURVEY CONTROL
 SR0071
 SR0071  NGVD 29 (??/??/92)  897.04   (m)         2943.0    (f) COMPUTED    2 0
 SR0071
 SR0071.Superseded values are not recommended for survey control.
 SR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0071.See file dsdata.txt to determine how the superseded data were derived.
 SR0071
 SR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT044097(NAD 83)
 SR0071_MARKER: DB = BENCH MARK DISK
 SR0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0071_STAMPING: H 89 1934
 SR0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0071+STABILITY: SURFACE MOTION
 SR0071
 SR0071  HISTORY     - Date     Condition        Report By
 SR0071  HISTORY     - 1934     MONUMENTED       CGS
 SR0071
 SR0071                          STATION DESCRIPTION
 SR0071
 SR0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0071'2.3 MI E FROM WINNETT.
 SR0071'2.3 MILES E OF AND ALONG STATE HWY 18 48 FT. E OF A ROAD N THROUGH A
 SR0071'GATE IN FENCE LINE.  36 FT. N OF CENTER OF HIGHWAY.  4 FT. N OF R/W
 SR0071'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0161 ***********************************************************************
 ST0161  DESIGNATION -  H 9 S
 ST0161  PID         -  ST0161
 ST0161  STATE/COUNTY-  MT/TETON
 ST0161  USGS QUAD   -  LOWRY (1987)
 ST0161
 ST0161                         *CURRENT SURVEY CONTROL
 ST0161  ___________________________________________________________________
 ST0161* NAD 83(1986)-  47 36 18.     (N)    112 01 53.     (W)     SCALED    
 ST0161* NAVD 88     -      1251.821  (meters)    4107.02   (feet)  ADJUSTED  
 ST0161  ___________________________________________________________________
 ST0161  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 ST0161  DYNAMIC HT  -        1251.697 (meters)    4106.61  (feet)  COMP
 ST0161  MODELED GRAV-     980,470.0   (mgal)                       NAVD 88
 ST0161
 ST0161  VERT ORDER  -  SECOND    CLASS 0
 ST0161
 ST0161.The horizontal coordinates were scaled from a topographic map and have
 ST0161.an estimated accuracy of +/- 6 seconds.
 ST0161
 ST0161.The orthometric height was determined by differential leveling
 ST0161.and adjusted by the National Geodetic Survey in June 1991..
 ST0161
 ST0161.The geoid height was determined by GEOID03.
 ST0161
 ST0161.The dynamic height is computed by dividing the NAVD 88
 ST0161.geopotential number by the normal gravity value computed on the
 ST0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0161.degrees latitude (g = 980.6199 gals.).
 ST0161
 ST0161.The modeled gravity was interpolated from observed gravity values.
 ST0161
 ST0161;                    North         East    Units  Estimated Accuracy
 ST0161;SPC MT       -   375,870.      409,800.      MT  (+/- 180 meters Scaled)
 ST0161
 ST0161                          SUPERSEDED SURVEY CONTROL
 ST0161
 ST0161  NGVD 29 (??/??/92) 1250.846  (m)         4103.82   (f) ADJ UNCH    2 0
 ST0161
 ST0161.Superseded values are not recommended for survey control.
 ST0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0161.See file dsdata.txt to determine how the superseded data were derived.
 ST0161
 ST0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT224729(NAD 83)
 ST0161_MARKER: DR = REFERENCE MARK DISK
 ST0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0161_STAMPING: H 9 S 1961
 ST0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0161+STABILITY: SURFACE MOTION
 ST0161
 ST0161  HISTORY     - Date     Condition        Report By
 ST0161  HISTORY     - 1961     MONUMENTED       CGS
 ST0161
 ST0161                          STATION DESCRIPTION
 ST0161
 ST0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0161'3.55 MI W FROM FAIRFIELD.
 ST0161'2.85 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0161'HIGHWAY 89 AT FAIRFIELD, THENCE 0.3 MILE NORTH ALONG A ROAD, THENCE
 ST0161'0.4 MILE WEST ALONG A DIM TRACK ROAD AND FENCE LINE, ON TOP OF THE
 ST0161'FIRST KNOLL WEST OF THE ROAD, 41.5 FEET EAST OF H9S R.M. 2, 41.0 FEET
 ST0161'NORTH OF H9S R.M. 1, 60 FEET SOUTH OF THE FENCE, 3.7 FEET
 ST0161'NORTH-NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH REFERENCE MARKS,
 ST0161'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ST0161'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0159 ***********************************************************************
 ST0159  DESIGNATION -  H 9 S AZ MK
 ST0159  PID         -  ST0159
 ST0159  STATE/COUNTY-  MT/TETON
 ST0159  USGS QUAD   -  LOWRY (1987)
 ST0159
 ST0159                         *CURRENT SURVEY CONTROL
 ST0159  ___________________________________________________________________
 ST0159* NAD 83(1986)-  47 36 09.     (N)    112 02 11.     (W)     SCALED    
 ST0159* NAVD 88     -      1230.598  (meters)    4037.39   (feet)  ADJUSTED  
 ST0159  ___________________________________________________________________
 ST0159  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 ST0159  DYNAMIC HT  -        1230.475 (meters)    4036.98  (feet)  COMP
 ST0159  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 ST0159
 ST0159  VERT ORDER  -  SECOND    CLASS 0
 ST0159
 ST0159.The horizontal coordinates were scaled from a topographic map and have
 ST0159.an estimated accuracy of +/- 6 seconds.
 ST0159
 ST0159.The orthometric height was determined by differential leveling
 ST0159.and adjusted by the National Geodetic Survey in June 1991..
 ST0159
 ST0159.The geoid height was determined by GEOID03.
 ST0159
 ST0159.The dynamic height is computed by dividing the NAVD 88
 ST0159.geopotential number by the normal gravity value computed on the
 ST0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0159.degrees latitude (g = 980.6199 gals.).
 ST0159
 ST0159.The modeled gravity was interpolated from observed gravity values.
 ST0159
 ST0159;                    North         East    Units  Estimated Accuracy
 ST0159;SPC MT       -   375,610.      409,410.      MT  (+/- 180 meters Scaled)
 ST0159
 ST0159                          SUPERSEDED SURVEY CONTROL
 ST0159
 ST0159  NGVD 29 (??/??/92) 1229.621  (m)         4034.18   (f) ADJ UNCH    2 0
 ST0159
 ST0159.Superseded values are not recommended for survey control.
 ST0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0159.See file dsdata.txt to determine how the superseded data were derived.
 ST0159
 ST0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT220726(NAD 83)
 ST0159_MARKER: DZ = AZIMUTH MARK DISK
 ST0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0159_STAMPING: H 9 S 1961
 ST0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0159+STABILITY: SURFACE MOTION
 ST0159
 ST0159  HISTORY     - Date     Condition        Report By
 ST0159  HISTORY     - 1961     MONUMENTED       CGS
 ST0159
 ST0159                          STATION DESCRIPTION
 ST0159
 ST0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0159'3.0 MI W FROM FAIRFIELD.
 ST0159'2.85 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0159'HIGHWAY 89 AT FAIRFIELD, THENCE 0.15 MILE NORTH ALONG A ROAD, 46 FEET
 ST0159'EAST OF THE CENTER LINE OF THE ROAD, 13 FEET EAST OF A FENCE, 2.2 FEET
 ST0159'WEST OF A POWER LINE POLE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 1
 ST0159'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0159'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0160 ***********************************************************************
 ST0160  DESIGNATION -  H 9 S RM 1
 ST0160  PID         -  ST0160
 ST0160  STATE/COUNTY-  MT/TETON
 ST0160  USGS QUAD   -  LOWRY (1987)
 ST0160
 ST0160                         *CURRENT SURVEY CONTROL
 ST0160  ___________________________________________________________________
 ST0160* NAD 83(1986)-  47 36 16.     (N)    112 01 52.     (W)     SCALED    
 ST0160* NAVD 88     -      1251.025  (meters)    4104.40   (feet)  ADJUSTED  
 ST0160  ___________________________________________________________________
 ST0160  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 ST0160  DYNAMIC HT  -        1250.901 (meters)    4104.00  (feet)  COMP
 ST0160  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 ST0160
 ST0160  VERT ORDER  -  SECOND    CLASS 0
 ST0160
 ST0160.The horizontal coordinates were scaled from a topographic map and have
 ST0160.an estimated accuracy of +/- 6 seconds.
 ST0160
 ST0160.The orthometric height was determined by differential leveling
 ST0160.and adjusted by the National Geodetic Survey in June 1991..
 ST0160
 ST0160.The geoid height was determined by GEOID03.
 ST0160
 ST0160.The dynamic height is computed by dividing the NAVD 88
 ST0160.geopotential number by the normal gravity value computed on the
 ST0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0160.degrees latitude (g = 980.6199 gals.).
 ST0160
 ST0160.The modeled gravity was interpolated from observed gravity values.
 ST0160
 ST0160;                    North         East    Units  Estimated Accuracy
 ST0160;SPC MT       -   375,810.      409,810.      MT  (+/- 180 meters Scaled)
 ST0160
 ST0160                          SUPERSEDED SURVEY CONTROL
 ST0160
 ST0160  NGVD 29 (??/??/92) 1250.050  (m)         4101.21   (f) ADJ UNCH    2 0
 ST0160
 ST0160.Superseded values are not recommended for survey control.
 ST0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0160.See file dsdata.txt to determine how the superseded data were derived.
 ST0160
 ST0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT224728(NAD 83)
 ST0160_MARKER: DR = REFERENCE MARK DISK
 ST0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0160_STAMPING: H 9 S NO. 1 1961
 ST0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0160+STABILITY: SURFACE MOTION
 ST0160
 ST0160  HISTORY     - Date     Condition        Report By
 ST0160  HISTORY     - 1961     MONUMENTED       CGS
 ST0160
 ST0160                          STATION DESCRIPTION
 ST0160
 ST0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0160'3.55 MI W FROM FAIRFIELD.
 ST0160'2.85 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0160'HIGHWAY 89 AT FAIRFIELD, THENCE 0.3 MILE NORTH ALONG A ROAD, THENCE
 ST0160'0.4 MILE WEST ALONG A DIM TRACK ROAD AND FENCE LINE, 41.0 FEET SOUTH
 ST0160'OF TRIANGULATION STATION H 9 S, 64.0 FEET SOUTHEAST OF H 9 S R.M. 2,
 ST0160'38 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE STATION, AND SET
 ST0160'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0162 ***********************************************************************
 ST0162  DESIGNATION -  H 9 S RM 2
 ST0162  PID         -  ST0162
 ST0162  STATE/COUNTY-  MT/TETON
 ST0162  USGS QUAD   -  LOWRY (1987)
 ST0162
 ST0162                         *CURRENT SURVEY CONTROL
 ST0162  ___________________________________________________________________
 ST0162* NAD 83(1986)-  47 36 18.     (N)    112 01 53.     (W)     SCALED    
 ST0162* NAVD 88     -      1251.497  (meters)    4105.95   (feet)  ADJUSTED  
 ST0162  ___________________________________________________________________
 ST0162  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 ST0162  DYNAMIC HT  -        1251.373 (meters)    4105.55  (feet)  COMP
 ST0162  MODELED GRAV-     980,470.0   (mgal)                       NAVD 88
 ST0162
 ST0162  VERT ORDER  -  SECOND    CLASS 0
 ST0162
 ST0162.The horizontal coordinates were scaled from a topographic map and have
 ST0162.an estimated accuracy of +/- 6 seconds.
 ST0162
 ST0162.The orthometric height was determined by differential leveling
 ST0162.and adjusted by the National Geodetic Survey in June 1991..
 ST0162
 ST0162.The geoid height was determined by GEOID03.
 ST0162
 ST0162.The dynamic height is computed by dividing the NAVD 88
 ST0162.geopotential number by the normal gravity value computed on the
 ST0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0162.degrees latitude (g = 980.6199 gals.).
 ST0162
 ST0162.The modeled gravity was interpolated from observed gravity values.
 ST0162
 ST0162;                    North         East    Units  Estimated Accuracy
 ST0162;SPC MT       -   375,870.      409,800.      MT  (+/- 180 meters Scaled)
 ST0162
 ST0162                          SUPERSEDED SURVEY CONTROL
 ST0162
 ST0162  NGVD 29 (??/??/92) 1250.522  (m)         4102.75   (f) ADJ UNCH    2 0
 ST0162
 ST0162.Superseded values are not recommended for survey control.
 ST0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0162.See file dsdata.txt to determine how the superseded data were derived.
 ST0162
 ST0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT224729(NAD 83)
 ST0162_MARKER: DR = REFERENCE MARK DISK
 ST0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0162_STAMPING: H 9 S NO. 1 1961
 ST0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0162+STABILITY: SURFACE MOTION
 ST0162
 ST0162  HISTORY     - Date     Condition        Report By
 ST0162  HISTORY     - 1961     MONUMENTED       CGS
 ST0162
 ST0162                          STATION DESCRIPTION
 ST0162
 ST0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0162'3.55 MI W FROM FAIRFIELD.
 ST0162'2.85 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0162'HIGHWAY 89 AT FAIRFIELD, THENCE 0.3 MILE NORTH ALONG A ROAD, THENCE
 ST0162'0.4 MILE WEST ALONG A DIM TRACK ROAD AND FENCE LINE, 41.5 FEET WEST OF
 ST0162'TRIANGULATION STATION H 9 S, 64 FEET NORTHWEST OF REFERENCE MARK H 9 S
 ST0162'R.M. 1, 40 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE STATION,
 ST0162'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ST0162'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0007 ***********************************************************************
 TH0007  DESIGNATION -  H 90
 TH0007  PID         -  TH0007
 TH0007  STATE/COUNTY-  MT/SHERIDAN
 TH0007  USGS QUAD   -  ANTELOPE (1988)
 TH0007
 TH0007                         *CURRENT SURVEY CONTROL
 TH0007  ___________________________________________________________________
 TH0007* NAD 83(1986)-  48 41 22.     (N)    104 27 31.     (W)     SCALED    
 TH0007* NAVD 88     -       622.866  (meters)    2043.52   (feet)  POSTED    
 TH0007  ___________________________________________________________________
 TH0007  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TH0007  DYNAMIC HT  -         622.970 (meters)    2043.86  (feet)  COMP
 TH0007  MODELED GRAV-     980,759.7   (mgal)                       NAVD 88
 TH0007
 TH0007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TH0007
 TH0007.The horizontal coordinates were scaled from a topographic map and have
 TH0007.an estimated accuracy of +/- 6 seconds.
 TH0007
 TH0007.The orthometric height was determined by differential leveling
 TH0007.and adjusted by the National Geodetic Survey in 1992..
 TH0007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TH0007.rate of 0.0 thru 1.0 mm/km.
 TH0007
 TH0007.The geoid height was determined by GEOID03.
 TH0007
 TH0007.The dynamic height is computed by dividing the NAVD 88
 TH0007.geopotential number by the normal gravity value computed on the
 TH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0007.degrees latitude (g = 980.6199 gals.).
 TH0007
 TH0007.The modeled gravity was interpolated from observed gravity values.
 TH0007
 TH0007;                    North         East    Units  Estimated Accuracy
 TH0007;SPC MT       -   505,270.      970,850.      MT  (+/- 180 meters Scaled)
 TH0007
 TH0007                          SUPERSEDED SURVEY CONTROL
 TH0007
 TH0007  NGVD 29 (??/??/92)  622.345  (m)         2041.81   (f) ADJ UNCH    2 0
 TH0007
 TH0007.Superseded values are not recommended for survey control.
 TH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0007.See file dsdata.txt to determine how the superseded data were derived.
 TH0007
 TH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP398930(NAD 83)
 TH0007_MARKER: DB = BENCH MARK DISK
 TH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0007_STAMPING: H 90 1934
 TH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0007+STABILITY: SURFACE MOTION
 TH0007
 TH0007  HISTORY     - Date     Condition        Report By
 TH0007  HISTORY     - 1934     MONUMENTED       CGS
 TH0007  HISTORY     - 1953     GOOD             NGS
 TH0007  HISTORY     - 1981     MARK NOT FOUND   NGS
 TH0007
 TH0007                          STATION DESCRIPTION
 TH0007
 TH0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TH0007'IN ANTELOPE.
 TH0007'AT ANTELOPE, SHERIDAN COUNTY, ON THE GREAT NORTHERN RAILWAY, 264 YARDS
 TH0007'NORTH OF MILEPOST 46, AND 43 FEET EAST OF THE CENTERLINE OF THE TRACK.
 TH0007'A STANDARD DISK, STAMPED H 90 1934 AND SET IN THE TOP OF A CONCRETE
 TH0007'POST.
 TH0007
 TH0007                          STATION RECOVERY (1981)
 TH0007
 TH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0235 ***********************************************************************
 TJ0235  DESIGNATION -  H 91
 TJ0235  PID         -  TJ0235
 TJ0235  STATE/COUNTY-  MT/VALLEY
 TJ0235  USGS QUAD   -  DRY FORK CREEK (1984)
 TJ0235
 TJ0235                         *CURRENT SURVEY CONTROL
 TJ0235  ___________________________________________________________________
 TJ0235* NAD 83(1986)-  48 35 33.     (N)    106 31 23.     (W)     SCALED    
 TJ0235* NAVD 88     -       884.588  (meters)    2902.19   (feet)  ADJUSTED  
 TJ0235  ___________________________________________________________________
 TJ0235  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TJ0235  DYNAMIC HT  -         884.688 (meters)    2902.51  (feet)  COMP
 TJ0235  MODELED GRAV-     980,693.6   (mgal)                       NAVD 88
 TJ0235
 TJ0235  VERT ORDER  -  SECOND    CLASS 0
 TJ0235
 TJ0235.The horizontal coordinates were scaled from a topographic map and have
 TJ0235.an estimated accuracy of +/- 6 seconds.
 TJ0235
 TJ0235.The orthometric height was determined by differential leveling
 TJ0235.and adjusted by the National Geodetic Survey in June 1991..
 TJ0235
 TJ0235.The geoid height was determined by GEOID03.
 TJ0235
 TJ0235.The dynamic height is computed by dividing the NAVD 88
 TJ0235.geopotential number by the normal gravity value computed on the
 TJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0235.degrees latitude (g = 980.6199 gals.).
 TJ0235
 TJ0235.The modeled gravity was interpolated from observed gravity values.
 TJ0235
 TJ0235;                    North         East    Units  Estimated Accuracy
 TJ0235;SPC MT       -   486,730.      819,500.      MT  (+/- 180 meters Scaled)
 TJ0235
 TJ0235                          SUPERSEDED SURVEY CONTROL
 TJ0235
 TJ0235  NGVD 29 (??/??/92)  883.924  (m)         2900.01   (f) ADJ UNCH    2 0
 TJ0235
 TJ0235.Superseded values are not recommended for survey control.
 TJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0235.See file dsdata.txt to determine how the superseded data were derived.
 TJ0235
 TJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP876832(NAD 83)
 TJ0235_MARKER: DB = BENCH MARK DISK
 TJ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0235_STAMPING: H 91 1934
 TJ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0235+STABILITY: SURFACE MOTION
 TJ0235
 TJ0235  HISTORY     - Date     Condition        Report By
 TJ0235  HISTORY     - 1934     MONUMENTED       CGS
 TJ0235  HISTORY     - 1973     GOOD             USGS
 TJ0235
 TJ0235                          STATION DESCRIPTION
 TJ0235
 TJ0235'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 TJ0235'20.2 MI SW FROM OPHEIM.
 TJ0235'OPHEIM.  19.6 MILES SOUTH ALONG THE OPHEIM - GLASGOW HIGHWAY FROM THE
 TJ0235'GREAT NORTHERN RAILWAY STATION.  THENCE 0.6 MILE WEST ALONG A GRADED
 TJ0235'DIRT ROAD.  AT A CROSSROAD.  125 FEET NORTH OF THE E-W ROAD.  33 FEET
 TJ0235'WEST OF THE N-S ROAD.  5 FEET WEST OF THE FENCE.  1.0 FOOT EAST OF AN
 TJ0235'IRON POST AND WITNESS SIGN.  A STANDARD US C AND GS BRONZE DISK SET IN
 TJ0235'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0235'STAMPED H 91 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0251 ***********************************************************************
 TK0251  DESIGNATION -  H 93
 TK0251  PID         -  TK0251
 TK0251  STATE/COUNTY-  MT/HILL
 TK0251  USGS QUAD   -  LAREDO (1970)
 TK0251
 TK0251                         *CURRENT SURVEY CONTROL
 TK0251  ___________________________________________________________________
 TK0251* NAD 83(1986)-  48 23 34.     (N)    109 55 22.     (W)     SCALED    
 TK0251* NAVD 88     -       802.476  (meters)    2632.79   (feet)  POSTED    
 TK0251  ___________________________________________________________________
 TK0251  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 TK0251  DYNAMIC HT  -         802.540 (meters)    2633.00  (feet)  COMP
 TK0251  MODELED GRAV-     980,662.9   (mgal)                       NAVD 88
 TK0251
 TK0251  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0251
 TK0251.The horizontal coordinates were scaled from a topographic map and have
 TK0251.an estimated accuracy of +/- 6 seconds.
 TK0251
 TK0251.The orthometric height was determined by differential leveling
 TK0251.and adjusted by the National Geodetic Survey in 1992..
 TK0251.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0251.rate of 2.1 thru 3.0 mm/km.
 TK0251
 TK0251.The geoid height was determined by GEOID03.
 TK0251
 TK0251.The dynamic height is computed by dividing the NAVD 88
 TK0251.geopotential number by the normal gravity value computed on the
 TK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0251.degrees latitude (g = 980.6199 gals.).
 TK0251
 TK0251.The modeled gravity was interpolated from observed gravity values.
 TK0251
 TK0251;                    North         East    Units  Estimated Accuracy
 TK0251;SPC MT       -   460,440.      568,700.      MT  (+/- 180 meters Scaled)
 TK0251
 TK0251                          SUPERSEDED SURVEY CONTROL
 TK0251
 TK0251  NGVD 29 (??/??/92)  801.648  (m)         2630.07   (f) ADJ UNCH    2 0
 TK0251
 TK0251.Superseded values are not recommended for survey control.
 TK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0251.See file dsdata.txt to determine how the superseded data were derived.
 TK0251
 TK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU797605(NAD 83)
 TK0251_MARKER: DB = BENCH MARK DISK
 TK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0251_STAMPING: H 93 1934
 TK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0251+STABILITY: SURFACE MOTION
 TK0251
 TK0251  HISTORY     - Date     Condition        Report By
 TK0251  HISTORY     - 1934     MONUMENTED       CGS
 TK0251
 TK0251                          STATION DESCRIPTION
 TK0251
 TK0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0251'3.2 MI SW FROM LAREDO.
 TK0251'3.2 MILES SW OF AND ALONG THE G N R R 70 YARDS S OF A ROAD CROSSING.
 TK0251'15 YARDS SE OF A STONE CULVERT.  51 FEET E OF CENTER OF TRACK.  3 FEET
 TK0251'E OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0023 ***********************************************************************
 SS0023  DESIGNATION -  H 94
 SS0023  PID         -  SS0023
 SS0023  STATE/COUNTY-  MT/CHOUTEAU
 SS0023  USGS QUAD   -  LOMA EAST (1953)
 SS0023
 SS0023                         *CURRENT SURVEY CONTROL
 SS0023  ___________________________________________________________________
 SS0023* NAD 83(1986)-  47 56 50.     (N)    110 26 26.     (W)     SCALED    
 SS0023* NAVD 88     -       785.326  (meters)    2576.52   (feet)  ADJUSTED  
 SS0023  ___________________________________________________________________
 SS0023  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 SS0023  DYNAMIC HT  -         785.344 (meters)    2576.58  (feet)  COMP
 SS0023  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 SS0023
 SS0023  VERT ORDER  -  SECOND    CLASS 0
 SS0023
 SS0023.The horizontal coordinates were scaled from a topographic map and have
 SS0023.an estimated accuracy of +/- 6 seconds.
 SS0023
 SS0023.The orthometric height was determined by differential leveling
 SS0023.and adjusted by the National Geodetic Survey in June 1991..
 SS0023
 SS0023.The geoid height was determined by GEOID03.
 SS0023
 SS0023.The dynamic height is computed by dividing the NAVD 88
 SS0023.geopotential number by the normal gravity value computed on the
 SS0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0023.degrees latitude (g = 980.6199 gals.).
 SS0023
 SS0023.The modeled gravity was interpolated from observed gravity values.
 SS0023
 SS0023;                    North         East    Units  Estimated Accuracy
 SS0023;SPC MT       -   411,250.      529,770.      MT  (+/- 180 meters Scaled)
 SS0023
 SS0023                          SUPERSEDED SURVEY CONTROL
 SS0023
 SS0023  NGVD 29 (??/??/92)  784.483  (m)         2573.76   (f) ADJ UNCH    2 0
 SS0023
 SS0023.Superseded values are not recommended for survey control.
 SS0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0023.See file dsdata.txt to determine how the superseded data were derived.
 SS0023
 SS0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU417105(NAD 83)
 SS0023_MARKER: DB = BENCH MARK DISK
 SS0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0023_STAMPING: H 94 1934
 SS0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0023+STABILITY: SURFACE MOTION
 SS0023
 SS0023  HISTORY     - Date     Condition        Report By
 SS0023  HISTORY     - 1934     MONUMENTED       CGS
 SS0023
 SS0023                          STATION DESCRIPTION
 SS0023
 SS0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0023'3 MI SW FROM LIPPARD.
 SS0023'3 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM LIPPARD,
 SS0023'CHOUTEAU COUNTY, OPPOSITE MILEPOST 59, NEAR A GROVE EAST OF THE TRACK,
 SS0023'49 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT EAST OF THE
 SS0023'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 94 1934 AND SET IN THE
 SS0023'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0854 ***********************************************************************
 SR0854  DESIGNATION -  H 95
 SR0854  PID         -  SR0854
 SR0854  STATE/COUNTY-  MT/FERGUS
 SR0854  USGS QUAD   -  P N RANCH (1954)
 SR0854
 SR0854                         *CURRENT SURVEY CONTROL
 SR0854  ___________________________________________________________________
 SR0854* NAD 83(1986)-  47 40 42.     (N)    109 38 30.     (W)     SCALED    
 SR0854* NAVD 88     -       787.543  (meters)    2583.80   (feet)  ADJUSTED  
 SR0854  ___________________________________________________________________
 SR0854  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 SR0854  DYNAMIC HT  -         787.550 (meters)    2583.82  (feet)  COMP
 SR0854  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 SR0854
 SR0854  VERT ORDER  -  SECOND    CLASS 0
 SR0854
 SR0854.The horizontal coordinates were scaled from a topographic map and have
 SR0854.an estimated accuracy of +/- 6 seconds.
 SR0854
 SR0854.The orthometric height was determined by differential leveling
 SR0854.and adjusted by the National Geodetic Survey in June 1991..
 SR0854
 SR0854.The geoid height was determined by GEOID03.
 SR0854
 SR0854.The dynamic height is computed by dividing the NAVD 88
 SR0854.geopotential number by the normal gravity value computed on the
 SR0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0854.degrees latitude (g = 980.6199 gals.).
 SR0854
 SR0854.The modeled gravity was interpolated from observed gravity values.
 SR0854
 SR0854;                    North         East    Units  Estimated Accuracy
 SR0854;SPC MT       -   380,960.      589,370.      MT  (+/- 180 meters Scaled)
 SR0854
 SR0854                          SUPERSEDED SURVEY CONTROL
 SR0854
 SR0854  NGVD 29 (??/??/92)  786.732  (m)         2581.14   (f) ADJ UNCH    2 0
 SR0854
 SR0854.Superseded values are not recommended for survey control.
 SR0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0854.See file dsdata.txt to determine how the superseded data were derived.
 SR0854
 SR0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT019814(NAD 83)
 SR0854_MARKER: DB = BENCH MARK DISK
 SR0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0854_STAMPING: H 95 1934
 SR0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0854+STABILITY: SURFACE MOTION
 SR0854
 SR0854  HISTORY     - Date     Condition        Report By
 SR0854  HISTORY     - 1934     MONUMENTED       CGS
 SR0854  HISTORY     - 1952     GOOD             NGS
 SR0854
 SR0854                          STATION DESCRIPTION
 SR0854
 SR0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SR0854'5.4 MI SE FROM JUDITH.
 SR0854'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM JUDITH, 300 YARDS EAST
 SR0854'OF SHARP BEND IN HIGHWAY WHERE STEEP GRADE BEGINS, 900 YARDS NORTHEAST
 SR0854'OF A LOG CABIN ON THE SIDE OF A HILL AND 52 FEET NORTH OF THE
 SR0854'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 95 1934 AND SET
 SR0854'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0015 ***********************************************************************
 SS0015  DESIGNATION -  H 96
 SS0015  PID         -  SS0015
 SS0015  STATE/COUNTY-  MT/CHOUTEAU
 SS0015  USGS QUAD   -  MONTAGUE (1972)
 SS0015
 SS0015                         *CURRENT SURVEY CONTROL
 SS0015  ___________________________________________________________________
 SS0015* NAD 83(1986)-  47 43 43.     (N)    110 25 07.     (W)     SCALED    
 SS0015* NAVD 88     -      1001.502  (meters)    3285.76   (feet)  ADJUSTED  
 SS0015  ___________________________________________________________________
 SS0015  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 SS0015  DYNAMIC HT  -        1001.493 (meters)    3285.73  (feet)  COMP
 SS0015  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 SS0015
 SS0015  VERT ORDER  -  SECOND    CLASS 0
 SS0015
 SS0015.The horizontal coordinates were scaled from a topographic map and have
 SS0015.an estimated accuracy of +/- 6 seconds.
 SS0015
 SS0015.The orthometric height was determined by differential leveling
 SS0015.and adjusted by the National Geodetic Survey in June 1991..
 SS0015
 SS0015.The geoid height was determined by GEOID03.
 SS0015
 SS0015.The dynamic height is computed by dividing the NAVD 88
 SS0015.geopotential number by the normal gravity value computed on the
 SS0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0015.degrees latitude (g = 980.6199 gals.).
 SS0015
 SS0015.The modeled gravity was interpolated from observed gravity values.
 SS0015
 SS0015;                    North         East    Units  Estimated Accuracy
 SS0015;SPC MT       -   386,940.      531,130.      MT  (+/- 180 meters Scaled)
 SS0015
 SS0015                          SUPERSEDED SURVEY CONTROL
 SS0015
 SS0015  NGVD 29 (??/??/92) 1000.646  (m)         3282.95   (f) ADJ UNCH    2 0
 SS0015
 SS0015.Superseded values are not recommended for survey control.
 SS0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0015.See file dsdata.txt to determine how the superseded data were derived.
 SS0015
 SS0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT435863(NAD 83)
 SS0015_MARKER: DB = BENCH MARK DISK
 SS0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0015_STAMPING: H 96 1934
 SS0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0015+STABILITY: SURFACE MOTION
 SS0015
 SS0015  HISTORY     - Date     Condition        Report By
 SS0015  HISTORY     - 1934     MONUMENTED       CGS
 SS0015  HISTORY     - 1972     GOOD             USGS
 SS0015
 SS0015                          STATION DESCRIPTION
 SS0015
 SS0015'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SS0015'15.0 MI SE FROM FORT BENTON.
 SS0015'ABOUT 15.0 MILES SOUTHEAST ALONG HWY 230 FROM FORT BENTON.  1 MILE
 SS0015'SOUTH OF THE CENTER OF HARWOOD LAKE.  T 23 N.  R 10 E, 240 FEET NORTH
 SS0015'OF THE SOUTH 1/4 CORNER OF SECTION 23, 3 FEET EAST OF N-S FENCE AND
 SS0015'300 FEET SOUTH OF HWY 230 AT THE PROJECTED INTERSECTION OF THIS N-S
 SS0015'FENCE.  A STANDARD DISK STAMPED H 96 1934 AND SET IN THE TOP OF A
 SS0015'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0135 ***********************************************************************
 TL0135  DESIGNATION -  H 97
 TL0135  PID         -  TL0135
 TL0135  STATE/COUNTY-  MT/LIBERTY
 TL0135  USGS QUAD   -  GOOSE BILL BUTTE NW (1970)
 TL0135
 TL0135                         *CURRENT SURVEY CONTROL
 TL0135  ___________________________________________________________________
 TL0135* NAD 83(1986)-  48 10 37.     (N)    110 53 28.     (W)     SCALED    
 TL0135* NAVD 88     -       965.074  (meters)    3166.25   (feet)  ADJUSTED  
 TL0135  ___________________________________________________________________
 TL0135  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TL0135  DYNAMIC HT  -         965.121 (meters)    3166.40  (feet)  COMP
 TL0135  MODELED GRAV-     980,626.6   (mgal)                       NAVD 88
 TL0135
 TL0135  VERT ORDER  -  SECOND    CLASS 0
 TL0135
 TL0135.The horizontal coordinates were scaled from a topographic map and have
 TL0135.an estimated accuracy of +/- 6 seconds.
 TL0135
 TL0135.The orthometric height was determined by differential leveling
 TL0135.and adjusted by the National Geodetic Survey in June 1991..
 TL0135
 TL0135.The geoid height was determined by GEOID03.
 TL0135
 TL0135.The dynamic height is computed by dividing the NAVD 88
 TL0135.geopotential number by the normal gravity value computed on the
 TL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0135.degrees latitude (g = 980.6199 gals.).
 TL0135
 TL0135.The modeled gravity was interpolated from observed gravity values.
 TL0135
 TL0135;                    North         East    Units  Estimated Accuracy
 TL0135;SPC MT       -   437,280.      496,590.      MT  (+/- 180 meters Scaled)
 TL0135
 TL0135                          SUPERSEDED SURVEY CONTROL
 TL0135
 TL0135  NGVD 29 (??/??/92)  964.184  (m)         3163.33   (f) ADJ UNCH    2 0
 TL0135
 TL0135.Superseded values are not recommended for survey control.
 TL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0135.See file dsdata.txt to determine how the superseded data were derived.
 TL0135
 TL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU080359(NAD 83)
 TL0135_MARKER: DB = BENCH MARK DISK
 TL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0135_STAMPING: H 97 1934
 TL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0135+STABILITY: SURFACE MOTION
 TL0135
 TL0135  HISTORY     - Date     Condition        Report By
 TL0135  HISTORY     - 1934     MONUMENTED       CGS
 TL0135  HISTORY     - 1970     MARK NOT FOUND   USGS
 TL0135
 TL0135                          STATION DESCRIPTION
 TL0135
 TL0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0135'27.9 MI S FROM CHESTER.
 TL0135'27.9 MILES S OF AND ALONG HWY 15 AT THE INTERSECTION OF TWO ROADS. 80
 TL0135'FEET N OF CENTER OF ROAD RUNNING E AND 4- FEET E OF CENTER OF HIGHWAY.
 TL0135'6 FEET E OF R/W FENCE.
 TL0135
 TL0135                          STATION RECOVERY (1970)
 TL0135
 TL0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TL0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0595 ***********************************************************************
 SS0595  DESIGNATION -  H 98
 SS0595  PID         -  SS0595
 SS0595  STATE/COUNTY-  MT/CHOUTEAU
 SS0595  USGS QUAD   -  FLOWEREE (1994)
 SS0595
 SS0595                         *CURRENT SURVEY CONTROL
 SS0595  ___________________________________________________________________
 SS0595* NAD 83(1986)-  47 43 43.     (N)    111 01 39.     (W)     SCALED    
 SS0595* NAVD 88     -       980.730  (meters)    3217.61   (feet)  ADJUSTED  
 SS0595  ___________________________________________________________________
 SS0595  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 SS0595  DYNAMIC HT  -         980.715 (meters)    3217.56  (feet)  COMP
 SS0595  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 SS0595
 SS0595  VERT ORDER  -  SECOND    CLASS 0
 SS0595
 SS0595.The horizontal coordinates were scaled from a topographic map and have
 SS0595.an estimated accuracy of +/- 6 seconds.
 SS0595
 SS0595.The orthometric height was determined by differential leveling
 SS0595.and adjusted by the National Geodetic Survey in June 1991..
 SS0595
 SS0595.The geoid height was determined by GEOID03.
 SS0595
 SS0595.The dynamic height is computed by dividing the NAVD 88
 SS0595.geopotential number by the normal gravity value computed on the
 SS0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0595.degrees latitude (g = 980.6199 gals.).
 SS0595
 SS0595.The modeled gravity was interpolated from observed gravity values.
 SS0595
 SS0595;                    North         East    Units  Estimated Accuracy
 SS0595;SPC MT       -   387,650.      485,480.      MT  (+/- 180 meters Scaled)
 SS0595
 SS0595                          SUPERSEDED SURVEY CONTROL
 SS0595
 SS0595  NGVD 29 (??/??/92)  979.831  (m)         3214.66   (f) ADJ UNCH    2 0
 SS0595
 SS0595.Superseded values are not recommended for survey control.
 SS0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0595.See file dsdata.txt to determine how the superseded data were derived.
 SS0595
 SS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT979861(NAD 83)
 SS0595_MARKER: DB = BENCH MARK DISK
 SS0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0595_STAMPING: H 98 1934
 SS0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0595+STABILITY: SURFACE MOTION
 SS0595
 SS0595  HISTORY     - Date     Condition        Report By
 SS0595  HISTORY     - 1934     MONUMENTED       CGS
 SS0595
 SS0595                          STATION DESCRIPTION
 SS0595
 SS0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0595'IN FLOWEREE.
 SS0595'AT FLOWEREE, 236 YARDS NORTH OF THE GREELY ELEVATOR, AND 45 FEET WEST
 SS0595'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 98 1934
 SS0595'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0274 ***********************************************************************
 TL0274  DESIGNATION -  H 99
 TL0274  PID         -  TL0274
 TL0274  STATE/COUNTY-  MT/PONDERA
 TL0274  USGS QUAD   -  FOWLER COULEE SW (1967)
 TL0274
 TL0274                         *CURRENT SURVEY CONTROL
 TL0274  ___________________________________________________________________
 TL0274* NAD 83(1986)-  48 01 50.     (N)    111 39 23.     (W)     SCALED    
 TL0274* NAVD 88     -      1046.738  (meters)    3434.17   (feet)  POSTED    
 TL0274  ___________________________________________________________________
 TL0274  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 TL0274  DYNAMIC HT  -        1046.740 (meters)    3434.18  (feet)  COMP
 TL0274  MODELED GRAV-     980,578.9   (mgal)                       NAVD 88
 TL0274
 TL0274  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0274
 TL0274.The horizontal coordinates were scaled from a topographic map and have
 TL0274.an estimated accuracy of +/- 6 seconds.
 TL0274
 TL0274.The orthometric height was determined by differential leveling
 TL0274.and adjusted by the National Geodetic Survey in 1992..
 TL0274.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0274.rate of 0.0 thru 1.0 mm/km.
 TL0274
 TL0274.The geoid height was determined by GEOID03.
 TL0274
 TL0274.The dynamic height is computed by dividing the NAVD 88
 TL0274.geopotential number by the normal gravity value computed on the
 TL0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0274.degrees latitude (g = 980.6199 gals.).
 TL0274
 TL0274.The modeled gravity was interpolated from observed gravity values.
 TL0274
 TL0274;                    North         East    Units  Estimated Accuracy
 TL0274;SPC MT       -   422,310.      439,270.      MT  (+/- 180 meters Scaled)
 TL0274
 TL0274                          SUPERSEDED SURVEY CONTROL
 TL0274
 TL0274  NGVD 29 (??/??/92) 1045.810  (m)         3431.13   (f) ADJ UNCH    2 0
 TL0274
 TL0274.Superseded values are not recommended for survey control.
 TL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0274.See file dsdata.txt to determine how the superseded data were derived.
 TL0274
 TL0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU510199(NAD 83)
 TL0274_MARKER: DB = BENCH MARK DISK
 TL0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0274_STAMPING: H 99 1934
 TL0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0274+STABILITY: SURFACE MOTION
 TL0274
 TL0274  HISTORY     - Date     Condition        Report By
 TL0274  HISTORY     - 1934     MONUMENTED       CGS
 TL0274  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0274
 TL0274                          STATION DESCRIPTION
 TL0274
 TL0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0274'8.9 MI E FROM BRADY.
 TL0274'8.9 MILES EAST ALONG THE CARTER ROAD FROM BRADY, PONDERA COUNTY, 0.3
 TL0274'MILE EAST OF A FARMHOUSE, 44 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 TL0274'AND 14 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 TL0274'H 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TL0274
 TL0274                          STATION RECOVERY (1967)
 TL0274
 TL0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1610 ***********************************************************************
 SS1610  DESIGNATION -  H SB MC C 1
 SS1610  PID         -  SS1610
 SS1610  STATE/COUNTY-  MT/CASCADE
 SS1610  USGS QUAD   -  CASCADE (1983)
 SS1610
 SS1610                         *CURRENT SURVEY CONTROL
 SS1610  ___________________________________________________________________
 SS1610* NAD 83(1992)-  47 16 37.36270(N)    111 38 03.31038(W)     ADJUSTED  
 SS1610* NAVD 88     -      1029.77   (+/-2cm)    3378.5    (feet)  VERTCON   
 SS1610  ___________________________________________________________________
 SS1610  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 SS1610  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 SS1610
 SS1610  HORZ ORDER  -  THIRD
 SS1610  VERT ORDER  -  THIRD ? (See Below)
 SS1610
 SS1610.The horizontal coordinates were established by classical geodetic methods
 SS1610.and adjusted by the National Geodetic Survey in July 1992..
 SS1610
 SS1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1610.The vertical order pertains to the NGVD 29 superseded value.
 SS1610
 SS1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1610
 SS1610.The geoid height was determined by GEOID03.
 SS1610
 SS1610;                    North         East     Units Scale Factor Converg.
 SS1610;SPC MT       -   338,557.510   438,634.566   MT  0.99940326   -1 33 40.4
 SS1610;SPC MT       - 1,110,752.99  1,439,089.78   iFT  0.99940326   -1 33 40.4
 SS1610;UTM  12      - 5,236,146.942   452,030.453   MT  0.99962828   -0 27 57.4
 SS1610
 SS1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1610!SPC MT       -   0.99984078  x   0.99940326  =   0.99924414
 SS1610!UTM  12      -   0.99984078  x   0.99962828  =   0.99946912
 SS1610
 SS1610                          SUPERSEDED SURVEY CONTROL
 SS1610
 SS1610  NAD 83(1986)-  47 16 37.36378(N)    111 38 03.29449(W) AD(       ) 3
 SS1610  NGVD 29 (05/18/92) 1028.84   (m)         3375.5    (f) LEVELING    3  
 SS1610
 SS1610.Superseded values are not recommended for survey control.
 SS1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1610.See file dsdata.txt to determine how the superseded data were derived.
 SS1610
 SS1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT5203036147(NAD 83)
 SS1610_MARKER: DS = TRIANGULATION STATION DISK
 SS1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1610+STABILITY: SURFACE MOTION
 SS1610
 SS1610  HISTORY     - Date     Condition        Report By
 SS1610  HISTORY     - 1947     MONUMENTED       USGS
 SS1610
 SS1610                          STATION DESCRIPTION
 SS1610
 SS1610'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1610'STATION IS LOCATED ABOUT 4 MI. E. OF CASCADE, MONTANA, AND 0.5 MI. E.
 SS1610'OF RD. FORKS, BETWEEN SECS. 29 AND 32, T 18 N, R 1 E, LOCATED ON N.
 SS1610'SIDE OF E-W. RD. NEAR FIELD ENTRANCE N.
 SS1610'
 SS1610'STATION MARK--STANDARD TABLET IN CONCRETE MONUMENT, STAMPED---
 SS1610'---HSBMCC-1 1947---.
 SS1610'
 SS1610'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, 83.00 FT. FROM STATION MARK
 SS1610'S 01 DEGREES 01 MINUTES W.
 SS1610'
 SS1610'REFERENCE MARK NO. 2--A 3/4-IN. IRON PIPE, 56.00 FT. FROM STATION MARK
 SS1610'N 88 DEGREES 01 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0498 ***********************************************************************
 RT0498  DESIGNATION -  HADDOW
 RT0498  PID         -  RT0498
 RT0498  STATE/COUNTY-  MT/CUSTER
 RT0498  USGS QUAD   -  JACK CREEK (1969)
 RT0498
 RT0498                         *CURRENT SURVEY CONTROL
 RT0498  ___________________________________________________________________
 RT0498* NAD 83(1992)-  46 00 30.00785(N)    105 47 30.87497(W)     ADJUSTED  
 RT0498* NAVD 88     -       986.5    (meters)    3237.     (feet)  VERTCON   
 RT0498  ___________________________________________________________________
 RT0498  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 RT0498  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RT0498
 RT0498  HORZ ORDER  -  FIRST
 RT0498
 RT0498.The horizontal coordinates were established by classical geodetic methods
 RT0498.and adjusted by the National Geodetic Survey in July 1992..
 RT0498
 RT0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0498
 RT0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0498
 RT0498.The geoid height was determined by GEOID03.
 RT0498
 RT0498;                    North         East     Units Scale Factor Converg.
 RT0498;SPC MT       -   202,197.977   886,959.805   MT  0.99954475   +2 42 44.9
 RT0498;SPC MT       -   663,379.19  2,909,973.11   iFT  0.99954475   +2 42 44.9
 RT0498;UTM  13      - 5,095,278.460   438,689.873   MT  0.99964621   -0 34 11.1
 RT0498
 RT0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0498!SPC MT       -   0.99984787  x   0.99954475  =   0.99939269
 RT0498!UTM  13      -   0.99984787  x   0.99964621  =   0.99949414
 RT0498
 RT0498|---------------------------------------------------------------------|
 RT0498| PID    Reference Object                     Distance      Geod. Az  |
 RT0498|                                                           dddmmss.s |
 RT0498| CQ7744 HADDOW RM 1                           7.227 METERS 08231     |
 RT0498| CQ7743 HADDOW AZ MK                                       1542434.8 |
 RT0498| CQ7745 HADDOW RM 2                           7.111 METERS 28034     |
 RT0498|---------------------------------------------------------------------|
 RT0498
 RT0498                          SUPERSEDED SURVEY CONTROL
 RT0498
 RT0498  NAD 83(1986)-  46 00 29.98640(N)    105 47 30.84732(W) AD(       ) 1
 RT0498  NAD 27      -  46 00 29.97800(N)    105 47 28.86700(W) AD(       ) 1
 RT0498  NGVD 29 (07/19/86)  985.8    (m)         3234.     (f) VERT ANG       
 RT0498
 RT0498.Superseded values are not recommended for survey control.
 RT0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0498.See file dsdata.txt to determine how the superseded data were derived.
 RT0498
 RT0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL3869095278(NAD 83)
 RT0498_MARKER: DS = TRIANGULATION STATION DISK
 RT0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0498
 RT0498  HISTORY     - Date     Condition        Report By
 RT0498  HISTORY     - 1949     MONUMENTED       CGS
 RT0498
 RT0498                          STATION DESCRIPTION
 RT0498
 RT0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RT0498'STATION IS ABOUT 35 MILES SOUTH OF MILES CITY AND ABOUT 12
 RT0498'MILES NORTHWEST OF VOLBORG, ON A BARE RIDGE WHICH IS THE
 RT0498'HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 74 FEET EAST
 RT0498'OF AN 18-INCH LONE PINE TREE, AND 8 FEET SOUTH OF A WITNESS
 RT0498'POST.
 RT0498'
 RT0498'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 10,
 RT0498'12 AND 212 AT THE EAST EDGE OF MILES CITY, GO SOUTHEAST ON HIGHWAY
 RT0498'212 FOR 12.8 MILES TO THE TONGUE RIVER ROAD ON THE RIGHT,
 RT0498'CONTINUE SOUTHEAST ON HIGHWAY 212 FOR 24.3 MILES TO A T-ROAD
 RT0498'RIGHT, AT A WHITE FRAME BUILDING, TURN RIGHT AND FOLLOW THE
 RT0498'MAIN ROAD, SOUTHWEST, FOR 5.1 MILES TO A RANCH ON THE RIGHT,
 RT0498'CONTINUE SOUTHWEST FOR 0.2 MILE TO A FORK, BEAR RIGHT AND GO
 RT0498'WEST-NORTHEST FOR 0.7 MILE TO A SCHOOL HOUSE ON THE LEFT,
 RT0498'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO THE RANCH HOUSE OF
 RT0498'C.R. FREDRICK, GO THROUGH THE RANCH YARD AND GO WESTERLY 0.4
 RT0498'MILE TO A DIM FORK, BEAR RIGHT AND GO NORTHWEST 0.6 MILE TO
 RT0498'A GATE, PASS THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD,
 RT0498'WEST, FOR 0.15 MILE TO A FENCE, TURN RIGHT AND GO NORTH
 RT0498'ON THE MAIN TRACK ROAD FOR 3.35 MILES TO THE AZIMUTH MARK
 RT0498'ON THE RIGHT, CONTINUE NORTHWEST AND NORTH 0.3 MILE TO THE
 RT0498'STATION.
 RT0498'
 RT0498'STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HADDOW 1949.
 RT0498'
 RT0498'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE WITNESS POST.
 RT0498'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HADDOW
 RT0498'NO 1 1949.
 RT0498'
 RT0498'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE WITNESS POST.
 RT0498'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HADDOW
 RT0498'NO 2 1949.
 RT0498'
 RT0498'THE AZIMUTH MARK IS 0.3 MILE FROM THE STATION.  IT IS 27
 RT0498'FEET NORTHWEST OF AN 18-INCH PINE TREE, 19 FEET EAST OF THE
 RT0498'APPROXIMATE CENTER OF THE MAIN TRACK ROAD, AND 6 FEET WEST
 RT0498'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 RT0498'IS STAMPED HADDOW 1949.
 RT0498'
 RT0498'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 RT0498'SQUARE CONCRETE POSTS.
 RT0498'
 RT0498'STATIONS HOLT, TONGUE 1934, HANSEN 1934, GARLAND, MOON, PRAT,
 RT0498'ASH AND ANDERSON ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0110 ***********************************************************************
 SQ0110  DESIGNATION -  HAFLA
 SQ0110  PID         -  SQ0110
 SQ0110  STATE/COUNTY-  MT/GARFIELD
 SQ0110  USGS QUAD   -  HAFLA SCHOOL (1965)
 SQ0110
 SQ0110                         *CURRENT SURVEY CONTROL
 SQ0110  ___________________________________________________________________
 SQ0110* NAD 83(1992)-  47 09 10.25528(N)    106 22 35.75746(W)     ADJUSTED  
 SQ0110* NAVD 88     -       887.514  (meters)    2911.79   (feet)  ADJUSTED  
 SQ0110  ___________________________________________________________________
 SQ0110  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 SQ0110  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SQ0110  DYNAMIC HT  -         887.491 (meters)    2911.71  (feet)  COMP
 SQ0110  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 SQ0110
 SQ0110  HORZ ORDER  -  FIRST
 SQ0110  VERT ORDER  -  SECOND    CLASS 0
 SQ0110
 SQ0110.The horizontal coordinates were established by classical geodetic methods
 SQ0110.and adjusted by the National Geodetic Survey in July 1992..
 SQ0110
 SQ0110.The orthometric height was determined by differential leveling
 SQ0110.and adjusted by the National Geodetic Survey in June 1991..
 SQ0110
 SQ0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0110
 SQ0110.The geoid height was determined by GEOID03.
 SQ0110
 SQ0110.The dynamic height is computed by dividing the NAVD 88
 SQ0110.geopotential number by the normal gravity value computed on the
 SQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0110.degrees latitude (g = 980.6199 gals.).
 SQ0110
 SQ0110.The modeled gravity was interpolated from observed gravity values.
 SQ0110
 SQ0110;                    North         East     Units Scale Factor Converg.
 SQ0110;SPC MT       -   327,279.098   836,669.148   MT  0.99939562   +2 17 05.2
 SQ0110;SPC MT       - 1,073,750.32  2,744,977.52   iFT  0.99939562   +2 17 05.2
 SQ0110;UTM  13      - 5,223,069.085   395,642.824   MT  0.99973384   -1 00 33.7
 SQ0110
 SQ0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0110!SPC MT       -   0.99986340  x   0.99939562  =   0.99925910
 SQ0110!UTM  13      -   0.99986340  x   0.99973384  =   0.99959727
 SQ0110
 SQ0110|---------------------------------------------------------------------|
 SQ0110| PID    Reference Object                     Distance      Geod. Az  |
 SQ0110|                                                           dddmmss.s |
 SQ0110| SQ0109 HAFLA RM 2                           18.578 METERS 13327     |
 SQ0110| CQ6665 HAFLA AZ MK                                        1861357.7 |
 SQ0110| SQ0111 HAFLA RM 1                           37.554 METERS 35008     |
 SQ0110|---------------------------------------------------------------------|
 SQ0110
 SQ0110                          SUPERSEDED SURVEY CONTROL
 SQ0110
 SQ0110  NAD 83(1986)-  47 09 10.24572(N)    106 22 35.72670(W) AD(       ) 1
 SQ0110  NAD 27      -  47 09 10.25600(N)    106 22 33.60100(W) AD(       ) 1
 SQ0110  NGVD 29 (??/??/92)  886.846  (m)         2909.59   (f) ADJ UNCH    2 0
 SQ0110
 SQ0110.Superseded values are not recommended for survey control.
 SQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0110.See file dsdata.txt to determine how the superseded data were derived.
 SQ0110
 SQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN9564323069(NAD 83)
 SQ0110_MARKER: DS = TRIANGULATION STATION DISK
 SQ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0110_STAMPING: HAFLA 1934
 SQ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0110+STABILITY: SURFACE MOTION
 SQ0110
 SQ0110  HISTORY     - Date     Condition        Report By
 SQ0110  HISTORY     - 1934     MONUMENTED       CGS
 SQ0110  HISTORY     - 1960     GOOD             NGS
 SQ0110  HISTORY     - 1965     GOOD             USGS
 SQ0110
 SQ0110                          STATION DESCRIPTION
 SQ0110
 SQ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0110'ABOUT 8 MILES NORTHWEST OF WASON FLATS POST OFFICE, AND
 SQ0110'3-1/4 MILES NORTH OF ALLEN CHURCH, 1.0 MILE EAST-NORTHEAST
 SQ0110'OF HAFLA RANCH.  ON HIGHEST POINT OF HIGH GRASSY HILL.
 SQ0110'OVERLOOKING EVERYTHING IN IMMEDIATE VICINITY.  PROJECTS 8
 SQ0110'INCHES ABOVE GROUND.
 SQ0110'
 SQ0110'REACHED FROM COHAGEN GENERAL STORE AT COHAGEN, MONTANA.  GO NORTH
 SQ0110'ON STATE HIGHWAY 22, 2.4 MILES, TURN RIGHT, ON GRADED
 SQ0110'DIRT ROAD, CROSS SMALL BRIDGE, AND GO 0.1 MILE.  TURN LEFT
 SQ0110'NORTH, AND GO 1.0 MILE, TURN RIGHT, 0.4 MILE, THEN NORTH, LEFT,
 SQ0110'2.85 MILES TO CROSSROADS.  GO EAST ON GRADED ROAD TO WHITE
 SQ0110'SCHOOLHOUSE ON RIGHT, CONTINUE ON GRADED ROAD, EAST, 9.0 MILES
 SQ0110'TO HAFLA SCHOOL, ON THE LEFT.  (THE HAFLA RANCH IS 0.25 MILE
 SQ0110'WEST OF SCHOOLHOUSE ON THE NORTH SIDE OF ROAD).  CONTINUE EAST
 SQ0110'0.5 MILE TO TOP OF SMALL, STEEP HILL AND A GRADED ROAD COMING
 SQ0110'IN FROM THE SOUTH.  LEAVE GRADED ROAD, TURN LEFT AND GO
 SQ0110'NORTHEAST 0.3 MILE UP GRASSY SLOPE TO HIGHEST POINT AND
 SQ0110'STATION.
 SQ0110'
 SQ0110'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 SQ0110'STANDARD BRONZE DISKS SET AS DESCRIBED IN CONCRETE.
 SQ0110'
 SQ0110'REFERENCE MARK NO. 1 IS NORTH OF STATION, ON SAME RIDGE AND
 SQ0110'PROJECTS 8 INCHES.
 SQ0110'
 SQ0110'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, ON SAME RIDGE
 SQ0110'AND PROJECTS 6 INCHES.
 SQ0110'
 SQ0110'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION AND 42.0 FEET WEST
 SQ0110'OF CENTER LINE OF GRADED ROAD.
 SQ0110'
 SQ0110'A 4-FOOT STAND WILL CLEAR ALL LINES.  SUPPLIES AT MILES CITY,
 SQ0110'WATER AT HAFLA RANCH.
 SQ0110'
 SQ0110'HEIGHT OF LIGHT ABOVE STATION MARK - 1.14 METERS.
 SQ0110
 SQ0110                          STATION RECOVERY (1960)
 SQ0110
 SQ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SQ0110'24.15 MI NE FROM COHAGEN.
 SQ0110'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0110'COHAGEN, THENCE 15.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.45
 SQ0110'MILE NORTHEAST ACROSS A PASTURE TO THE HIGHEST HILL IN THE VICINITY,
 SQ0110'ABOUT 0.25 MILE NORTH OF THE ENTRANCE TO THE SCHMIDT RANCH, 0.3 MILE
 SQ0110'EAST OF A LANE LEADING NORTH, 0.1 MILE SOUTH OF AN EAST-WEST FENCE
 SQ0110'LINE, IN SECTION 11, T 16 N, R 42 E, 123.2 FEET SOUTH OF REFERENCE
 SQ0110'MARK HAFLA R.M. 1, 60.9 FEET NORTHWEST OF REFERENCE MARK HAFLA R.M. 2,
 SQ0110'2.8 FEET EAST OF A WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 SQ0110'POST PROJECTING 7 INCHES.
 SQ0110
 SQ0110                          STATION RECOVERY (1965)
 SQ0110
 SQ0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0110'RECOVERED.
 SQ0110'
 SQ0110'STATION MARK--STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0111 ***********************************************************************
 SQ0111  DESIGNATION -  HAFLA RM 1
 SQ0111  PID         -  SQ0111
 SQ0111  STATE/COUNTY-  MT/GARFIELD
 SQ0111  USGS QUAD   -  HAFLA SCHOOL (1965)
 SQ0111
 SQ0111                         *CURRENT SURVEY CONTROL
 SQ0111  ___________________________________________________________________
 SQ0111* NAD 83(1986)-  47 09 10.     (N)    106 22 35.     (W)     SCALED    
 SQ0111* NAVD 88     -       887.034  (meters)    2910.21   (feet)  ADJUSTED  
 SQ0111  ___________________________________________________________________
 SQ0111  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SQ0111  DYNAMIC HT  -         887.012 (meters)    2910.14  (feet)  COMP
 SQ0111  MODELED GRAV-     980,558.0   (mgal)                       NAVD 88
 SQ0111
 SQ0111  VERT ORDER  -  SECOND    CLASS 0
 SQ0111
 SQ0111.The horizontal coordinates were scaled from a topographic map and have
 SQ0111.an estimated accuracy of +/- 6 seconds.
 SQ0111
 SQ0111.The orthometric height was determined by differential leveling
 SQ0111.and adjusted by the National Geodetic Survey in June 1991..
 SQ0111
 SQ0111.The geoid height was determined by GEOID03.
 SQ0111
 SQ0111.The dynamic height is computed by dividing the NAVD 88
 SQ0111.geopotential number by the normal gravity value computed on the
 SQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0111.degrees latitude (g = 980.6199 gals.).
 SQ0111
 SQ0111.The modeled gravity was interpolated from observed gravity values.
 SQ0111
 SQ0111;                    North         East    Units  Estimated Accuracy
 SQ0111;SPC MT       -   327,270.      836,690.      MT  (+/- 180 meters Scaled)
 SQ0111
 SQ0111                          SUPERSEDED SURVEY CONTROL
 SQ0111
 SQ0111  NGVD 29 (??/??/92)  886.366  (m)         2908.02   (f) ADJ UNCH    2 0
 SQ0111
 SQ0111.Superseded values are not recommended for survey control.
 SQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0111.See file dsdata.txt to determine how the superseded data were derived.
 SQ0111
 SQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN956230(NAD 83)
 SQ0111_MARKER: DR = REFERENCE MARK DISK
 SQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0111_STAMPING: HAFLA NO 1 1934
 SQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0111+STABILITY: SURFACE MOTION
 SQ0111
 SQ0111  HISTORY     - Date     Condition        Report By
 SQ0111  HISTORY     - 1934     MONUMENTED       CGS
 SQ0111  HISTORY     - 1960     GOOD             NGS
 SQ0111
 SQ0111                          STATION DESCRIPTION
 SQ0111
 SQ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SQ0111'24.15 MI NE FROM COHAGEN.
 SQ0111'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0111'COHAGEN, THENCE 15.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.45
 SQ0111'MILE NORTHEAST ACROSS A PASTURE TO THE HIGHEST HILL IN THE VICINITY,
 SQ0111'0.25 MILE NORTH OF THE ENTRANCE TO THE SCHMIDT RANCH, 0.3 MILE EAST OF
 SQ0111'A LANE LEADING NORTH, 0.1 MILE SOUTH OF AN EAST-WEST FENCE LINE, IN
 SQ0111'SECTION 11, T 16 N, R 42 E, 123.2 FEET NORTH OF TRIANGULATION STATION
 SQ0111'HAFLA 1934, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0109 ***********************************************************************
 SQ0109  DESIGNATION -  HAFLA RM 2
 SQ0109  PID         -  SQ0109
 SQ0109  STATE/COUNTY-  MT/GARFIELD
 SQ0109  USGS QUAD   -  HAFLA SCHOOL (1965)
 SQ0109
 SQ0109                         *CURRENT SURVEY CONTROL
 SQ0109  ___________________________________________________________________
 SQ0109* NAD 83(1986)-  47 09 10.     (N)    106 22 35.     (W)     SCALED    
 SQ0109* NAVD 88     -       887.172  (meters)    2910.66   (feet)  ADJUSTED  
 SQ0109  ___________________________________________________________________
 SQ0109  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SQ0109  DYNAMIC HT  -         887.150 (meters)    2910.59  (feet)  COMP
 SQ0109  MODELED GRAV-     980,558.0   (mgal)                       NAVD 88
 SQ0109
 SQ0109  VERT ORDER  -  SECOND    CLASS 0
 SQ0109
 SQ0109.The horizontal coordinates were scaled from a topographic map and have
 SQ0109.an estimated accuracy of +/- 6 seconds.
 SQ0109
 SQ0109.The orthometric height was determined by differential leveling
 SQ0109.and adjusted by the National Geodetic Survey in June 1991..
 SQ0109
 SQ0109.The geoid height was determined by GEOID03.
 SQ0109
 SQ0109.The dynamic height is computed by dividing the NAVD 88
 SQ0109.geopotential number by the normal gravity value computed on the
 SQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0109.degrees latitude (g = 980.6199 gals.).
 SQ0109
 SQ0109.The modeled gravity was interpolated from observed gravity values.
 SQ0109
 SQ0109;                    North         East    Units  Estimated Accuracy
 SQ0109;SPC MT       -   327,270.      836,690.      MT  (+/- 180 meters Scaled)
 SQ0109
 SQ0109                          SUPERSEDED SURVEY CONTROL
 SQ0109
 SQ0109  NGVD 29 (??/??/92)  886.504  (m)         2908.47   (f) ADJ UNCH    2 0
 SQ0109
 SQ0109.Superseded values are not recommended for survey control.
 SQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0109.See file dsdata.txt to determine how the superseded data were derived.
 SQ0109
 SQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN956230(NAD 83)
 SQ0109_MARKER: DR = REFERENCE MARK DISK
 SQ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0109_STAMPING: HAFLA NO 2 1934
 SQ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0109+STABILITY: SURFACE MOTION
 SQ0109
 SQ0109  HISTORY     - Date     Condition        Report By
 SQ0109  HISTORY     - 1934     MONUMENTED       CGS
 SQ0109  HISTORY     - 1960     GOOD             NGS
 SQ0109
 SQ0109                          STATION DESCRIPTION
 SQ0109
 SQ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SQ0109'24.15 MI NE FROM COHAGEN.
 SQ0109'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0109'COHAGEN, THENCE 15.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.45
 SQ0109'MILE NORTHEAST ACROSS A PASTURE TO THE HIGHEST HILL IN THE VICINITY,
 SQ0109'ABOUT 0.25 MILE NORTH OF THE ENTRANCE TO THE SCHMIDT RANCH, 0.3 MILE
 SQ0109'EAST OF A LANE LEADING NORTH, 0.1 MILE SOUTH OF AN EAST-WEST FENCE
 SQ0109'LINE, IN SECTION 11, T 16 N, R 42 E, 60.9 FEET SOUTHEAST OF
 SQ0109'TRIANGULATION STATION HAFLA 1934, AND IN THE TOP OF A CONCRETE POST
 SQ0109'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0593 ***********************************************************************
 RU0593  DESIGNATION -  HAINES
 RU0593  PID         -  RU0593
 RU0593  STATE/COUNTY-  MT/TREASURE
 RU0593  USGS QUAD   -  WOODS WATER (1972)
 RU0593
 RU0593                         *CURRENT SURVEY CONTROL
 RU0593  ___________________________________________________________________
 RU0593* NAD 83(1992)-  46 13 45.01335(N)    107 04 57.33978(W)     ADJUSTED  
 RU0593* NAVD 88     -       982.     (meters)    3222.     (feet)  SCALED    
 RU0593  ___________________________________________________________________
 RU0593  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 RU0593  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 RU0593
 RU0593  HORZ ORDER  -  THIRD
 RU0593
 RU0593.The horizontal coordinates were established by classical geodetic methods
 RU0593.and adjusted by the National Geodetic Survey in July 1992..
 RU0593
 RU0593.The orthometric height was scaled from a topographic map.
 RU0593
 RU0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0593
 RU0593.The geoid height was determined by GEOID03.
 RU0593
 RU0593;                    North         East     Units Scale Factor Converg.
 RU0593;SPC MT       -   222,814.860   786,360.043   MT  0.99948533   +1 46 06.0
 RU0593;SPC MT       -   731,019.88  2,579,921.40   iFT  0.99948533   +1 46 06.0
 RU0593;UTM  13      - 5,121,618.421   339,408.422   MT  0.99991703   -1 30 15.1
 RU0593
 RU0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0593!SPC MT       -   0.99984847  x   0.99948533  =   0.99933388
 RU0593!UTM  13      -   0.99984847  x   0.99991703  =   0.99976552
 RU0593
 RU0593:                Primary Azimuth Mark                     Grid Az
 RU0593:SPC MT       -  HYSHAM WT                                300 26 05.6
 RU0593:UTM  13      -  HYSHAM WT                                303 42 26.7
 RU0593
 RU0593|---------------------------------------------------------------------|
 RU0593| PID    Reference Object                     Distance      Geod. Az  |
 RU0593|                                                           dddmmss.s |
 RU0593| RU0590 HYSHAM WT                           APPROX.13.5 KM 3021211.6 |
 RU0593|---------------------------------------------------------------------|
 RU0593
 RU0593                          SUPERSEDED SURVEY CONTROL
 RU0593
 RU0593  NAD 83(1986)-  46 13 45.00597(N)    107 04 57.31467(W) AD(       ) 3
 RU0593  NAD 27      -  46 13 45.05022(N)    107 04 55.11650(W) AD(       ) 3
 RU0593
 RU0593.Superseded values are not recommended for survey control.
 RU0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0593.See file dsdata.txt to determine how the superseded data were derived.
 RU0593
 RU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM3940821618(NAD 83)
 RU0593_MARKER: DD = SURVEY DISK
 RU0593_SETTING: 66 = SET IN ROCK OUTCROP
 RU0593_SP_SET: SET IN ROCK OUTCROP
 RU0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0593+STABILITY: POSITION/ELEVATION WELL
 RU0593
 RU0593  HISTORY     - Date     Condition        Report By
 RU0593  HISTORY     - 1957     MONUMENTED       USGS
 RU0593
 RU0593                          STATION DESCRIPTION
 RU0593
 RU0593'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RU0593'STATION IS LOCATED ABOUT 8 MI. SE. OF HYSHAM ON A VERY PROMINIENT
 RU0593'SHARP BUTTE THAT RISES ALONG TO THE N. OF THE MAIN HIGH FENCE,
 RU0593'APPROXIMATELY IN SEC.34, T.6 N., R.37 E.,
 RU0593'
 RU0593'TO REACH STATION FROM HYSHAM, GO E. ON U.S. HIGHWAY 10-12, 4.3 MI.
 RU0593'TO JUNCTION OF SARPY RD., GO S. ON SARPY RD. 4.2 MI. TO RANCH RD. ON
 RU0593'LEFT, TAKE RANCH RD. 0.3 MI. TO RANCH, THEN GO THROUGH RANCH YARD TO
 RU0593'E.W. FENCE AND CONTINUE E. ALONG FENCE 0.2 MI. TO GATE, GO THROUGH
 RU0593'GATE AND CONTINUE E. ON TRACK RD. 0.8 MI. TO GATE, GO THROUGH GATE
 RU0593'AND CONTINUE 0.1 MI. TO FORK, TAKE LEFT FORK AND CONTINUE 1.4 MI. ON
 RU0593'TRACK RD. THENCE LEAVE TRACK RD. AND GO 0.4 MI. TO LEFT E. CROSS
 RU0593'COUNTRY AND PART WAY UP LONE BUTTE AND END OF TRUCK TRAVEL.  A 5 MIN.
 RU0593'PACK IS REQUIRED TO REACH TOP OF BUTTE.  STATION IS LOCATED UNDER A
 RU0593'LARGE ROCK CAIRN.
 RU0593'
 RU0593'STATION MARK - USGS STANDARD ALUMINUM TABLET CEMENTED IN SOLID ROCK
 RU0593'AND STAMPED ---HAINES 1957---.
 RU0593'
 RU0593'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0592 ***********************************************************************
 RU0592  DESIGNATION -  HAINES 2
 RU0592  PID         -  RU0592
 RU0592  STATE/COUNTY-  MT/TREASURE
 RU0592  USGS QUAD   -  WOODS WATER (1972)
 RU0592
 RU0592                         *CURRENT SURVEY CONTROL
 RU0592  ___________________________________________________________________
 RU0592* NAD 83(1992)-  46 13 44.92334(N)    107 04 57.19439(W)     ADJUSTED  
 RU0592* NAVD 88     -       982.9    (meters)    3225.     (feet)  VERTCON   
 RU0592  ___________________________________________________________________
 RU0592  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 RU0592  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 RU0592
 RU0592  HORZ ORDER  -  SECOND
 RU0592
 RU0592.The horizontal coordinates were established by classical geodetic methods
 RU0592.and adjusted by the National Geodetic Survey in July 1992..
 RU0592
 RU0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0592
 RU0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0592
 RU0592.The geoid height was determined by GEOID03.
 RU0592
 RU0592;                    North         East     Units Scale Factor Converg.
 RU0592;SPC MT       -   222,812.180   786,363.241   MT  0.99948534   +1 46 06.1
 RU0592;SPC MT       -   731,011.09  2,579,931.89   iFT  0.99948534   +1 46 06.1
 RU0592;UTM  13      - 5,121,615.561   339,411.463   MT  0.99991702   -1 30 15.0
 RU0592
 RU0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0592!SPC MT       -   0.99984829  x   0.99948534  =   0.99933370
 RU0592!UTM  13      -   0.99984829  x   0.99991702  =   0.99976532
 RU0592
 RU0592:                Primary Azimuth Mark                     Grid Az
 RU0592:SPC MT       -  ELDERING                                 239 50 45.5
 RU0592:UTM  13      -  ELDERING                                 243 07 06.6
 RU0592
 RU0592|---------------------------------------------------------------------|
 RU0592| PID    Reference Object                     Distance      Geod. Az  |
 RU0592|                                                           dddmmss.s |
 RU0592| RU0595 ELDERING                            APPROX.13.2 KM 2413651.6 |
 RU0592| RU0593 HAINES                                4.175 METERS 31144     |
 RU0592| CQ6666 HAINES 2 RM 1                        20.977 METERS 35644     |
 RU0592|---------------------------------------------------------------------|
 RU0592
 RU0592                          SUPERSEDED SURVEY CONTROL
 RU0592
 RU0592  NAD 83(1986)-  46 13 44.91597(N)    107 04 57.16929(W) AD(       ) 2
 RU0592  NAD 27      -  46 13 44.95639(N)    107 04 54.97689(W) AD(       ) 2
 RU0592  NGVD 29 (07/19/86)  982.2    (m)         3222.     (f) VERT ANG       
 RU0592
 RU0592.Superseded values are not recommended for survey control.
 RU0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0592.See file dsdata.txt to determine how the superseded data were derived.
 RU0592
 RU0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM3941121616(NAD 83)
 RU0592_MARKER: DD = SURVEY DISK
 RU0592_SETTING: 0 = UNSPECIFIED SETTING
 RU0592
 RU0592  HISTORY     - Date     Condition        Report By
 RU0592  HISTORY     - 1971     MONUMENTED       USGS
 RU0592
 RU0592                          STATION DESCRIPTION
 RU0592
 RU0592'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (EGE)
 RU0592'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO ROCK OUTCROP.
 RU0592'
 RU0592'THE STATION IS LOCATED SOUTH 82 DEGREES WEST, ABOUT 19 MILES
 RU0592'FROM FORSYTH, MONTANA, ON A SHARP AND PROMINENT BUTTE IN SECTION
 RU0592'34, TOWNSHIP 6 NORTH, RANGE 37 EAST ON LAND OWNED BY LYLE BALLARD.
 RU0592'
 RU0592'TO REACH FROM INTERSECTION OF INTERSTATE 94 AND STATE SECONDARY
 RU0592'415 (SARPY CREEK ROAD), GO SOUTH ON STATE SECONDARY 415, 2.3 MILES
 RU0592'TO GRAVEL DRIVEWAY EAST (NAME ON MAIL BOX IS LYLE BALLARD).  TURN
 RU0592'LEFT (EAST) AND GO 0.3 MILES TO RANCH YARD.  BEAR LEFT THROUGH
 RU0592'RANCH YARD AND GO EAST 0.3 MILES TO ROAD FORK IN DRAIN.  TURN
 RU0592'RIGHT (SOUTHEAST) AND GO EAST 2.6 MILES ON DIM TRACK ROAD TO
 RU0592'ROAD JUNCTION NEAR BASE OF BUTTE.  PICK WAY ACROSS COUNTRY 0.25
 RU0592'MILES UP NORTH RIDGE OF BUTTE TO SADDLE AND END OF TRUCK
 RU0592'TRAVEL.  PACK SOUTH TO TOP, ABOUT 10 MINUTES, WITH FULL PACK.
 RU0592'THE STATION IS ON THE NORTH END OF ROCK OUTCROP.
 RU0592'
 RU0592'THE STATION MARK IS A USGS BRASS TABLET SOLDERED TO A 1 FOOT
 RU0592'STEEL REINFORCING BAR, CEMENTED IN DRILL HOLE FLUSH WITH
 RU0592'SURROUNDING ROCK, STAMPED HAINES 2 ET 1971.
 RU0592'
 RU0592'REFERENCE MARK NO. 1--A USGS STANDARD BRONZE TABLET CEMENTED
 RU0592'IN DRILL HOLE IN 2 BY 3 FOOT BOULDER PROJECTING 0.6 FEET, STAMPED
 RU0592'HAINES 2 ET 1971.
 RU0592'
 RU0592'REFERENCE MARK NO. 2--A USGS ALUMINUM TABLET SET IN FRACTURED ROCK
 RU0592'REINFORCED THIS YEAR WITH CONCRETE, THE TABLET IS STAMPED HAINES
 RU0592'1957.
 RU0592'
 RU0592'NO WITNESS SIGN SET.
 RU0592'
 RU0592'STATION ELDERING ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 RU0592'STATION AND WILL SERVE AS AZIMUTH MARK.
 RU0592'
 RU0592'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 RU0592'
 RU0592'NOTE--REFERENCE MARK NO. 2 IS A 1957 THIRD-ORDER USGS
 RU0592'TRIANGULATION STATION THAT WAS NOT OCCUPIED BY THIS PARTY, AS
 RU0592'ROCK HAD FRACTURED AND A STABLE SETUP COULD NOT BE ACHIEVED.  A
 RU0592'NEW STATION WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1042 ***********************************************************************
 SU1042  DESIGNATION -  HAINES POINT LOOKOUT TOWER
 SU1042  PID         -  SU1042
 SU1042  STATE/COUNTY-  MT/SANDERS
 SU1042  USGS QUAD   -  HELWICK PEAK (1988)
 SU1042
 SU1042                         *CURRENT SURVEY CONTROL
 SU1042  ___________________________________________________________________
 SU1042* NAD 83(1992)-  47 40 15.78419(N)    115 35 48.31973(W)     ADJUSTED  
 SU1042* NAVD 88     -                                                        
 SU1042  ___________________________________________________________________
 SU1042  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 SU1042  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 SU1042
 SU1042  HORZ ORDER  -  THIRD
 SU1042
 SU1042.The horizontal coordinates were established by classical geodetic methods
 SU1042.and adjusted by the National Geodetic Survey in July 1992..
 SU1042
 SU1042
 SU1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1042
 SU1042.The geoid height was determined by GEOID03.
 SU1042
 SU1042;                    North         East     Units Scale Factor Converg.
 SU1042;SPC MT       -   397,940.185   142,852.524   MT  0.99945870   -4 27 35.3
 SU1042;SPC MT       - 1,305,578.03    468,676.26   iFT  0.99945870   -4 27 35.3
 SU1042;SPC ID W     -   667,206.086   811,507.667   MT  0.99993496   +0 06 47.9
 SU1042;UTM  11      - 5,280,693.708   605,338.457   MT  0.99973636   +1 02 15.0
 SU1042
 SU1042                          SUPERSEDED SURVEY CONTROL
 SU1042
 SU1042  NAD 83(1986)-  47 40 15.78222(N)    115 35 48.27179(W) AD(       ) 4
 SU1042  NAD 27      -  47 40 16.03425(N)    115 35 44.71770(W) AD(       ) 3
 SU1042
 SU1042.Superseded values are not recommended for survey control.
 SU1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1042.See file dsdata.txt to determine how the superseded data were derived.
 SU1042
 SU1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN0533880694(NAD 83)
 SU1042
 SU1042  HISTORY     - Date     Condition        Report By
 SU1042  HISTORY     - 1940     MONUMENTED       CGS
 SU1042
 SU1042                          STATION DESCRIPTION
 SU1042
 SU1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1042'HAINES POINT FOREST SERVICE LOOKOUT TOWER IS IN THE CABINET
 SU1042'NATIONAL FOREST, 11 MILES NW OF THOMPSON FALLS AND THOMPSON
 SU1042'FALLS RANGER STATION, 8 MILES W OF BELKNAP, AND 7 MILES E OF
 SU1042'THE MONTANA AND IDAHO STATE LINE.  THE TOP OF THE TOWER WAS
 SU1042'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0513 ***********************************************************************
 QW0513  DESIGNATION -  HALEY
 QW0513  PID         -  QW0513
 QW0513  STATE/COUNTY-  MT/YELLOWSTONE
 QW0513  USGS QUAD   -  WOODY MOUNTAIN NW (1980)
 QW0513
 QW0513                         *CURRENT SURVEY CONTROL
 QW0513  ___________________________________________________________________
 QW0513* NAD 83(1992)-  45 42 33.18585(N)    108 08 57.78496(W)     ADJUSTED  
 QW0513* NAVD 88     -      1276.8    (meters)    4189.     (feet)  VERTCON   
 QW0513  ___________________________________________________________________
 QW0513  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 QW0513  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 QW0513
 QW0513  HORZ ORDER  -  FIRST
 QW0513
 QW0513.The horizontal coordinates were established by classical geodetic methods
 QW0513.and adjusted by the National Geodetic Survey in July 1992..
 QW0513
 QW0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0513
 QW0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0513
 QW0513.The geoid height was determined by GEOID03.
 QW0513
 QW0513;                    North         East     Units Scale Factor Converg.
 QW0513;SPC MT       -   163,077.561   705,127.625   MT  0.99964840   +0 59 16.7
 QW0513;SPC MT       -   535,031.37  2,313,410.84   iFT  0.99964840   +0 59 16.7
 QW0513;UTM  12      - 5,065,693.039   721,880.982   MT  1.00020530   +2 02 28.7
 QW0513
 QW0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0513!SPC MT       -   0.99980201  x   0.99964840  =   0.99945048
 QW0513!UTM  12      -   0.99980201  x   1.00020530  =   1.00000727
 QW0513
 QW0513|---------------------------------------------------------------------|
 QW0513| PID    Reference Object                     Distance      Geod. Az  |
 QW0513|                                                           dddmmss.s |
 QW0513| CQ6667 HALEY RM 1                           52.580 METERS 18513     |
 QW0513| CQ6668 HALEY RM 2                           57.925 METERS 30033     |
 QW0513| QW0512 HUNTLEY                             APPROX.12.5 KM 3393226.9 |
 QW0513|---------------------------------------------------------------------|
 QW0513
 QW0513                          SUPERSEDED SURVEY CONTROL
 QW0513
 QW0513  NAD 83(1986)-  45 42 33.18256(N)    108 08 57.76512(W) AD(       ) 1
 QW0513  NAD 27      -  45 42 33.34200(N)    108 08 55.31300(W) AD(       ) 1
 QW0513  NGVD 29 (07/19/86) 1276.0    (m)         4186.     (f) VERT ANG       
 QW0513
 QW0513.Superseded values are not recommended for survey control.
 QW0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0513.See file dsdata.txt to determine how the superseded data were derived.
 QW0513
 QW0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR2188165693(NAD 83)
 QW0513_MARKER: Z = SEE DESCRIPTION
 QW0513_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QW0513_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 QW0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0513
 QW0513  HISTORY     - Date     Condition        Report By
 QW0513  HISTORY     - 1925     MONUMENTED       CGS
 QW0513  HISTORY     - 1950     GOOD             USGS
 QW0513  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QW0513  HISTORY     - 1969     SEE DESCRIPTION  USGS
 QW0513
 QW0513                          STATION DESCRIPTION
 QW0513
 QW0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 QW0513'ABOUT 27 MILES AIR LINE WEST OF HARDIN, 17 MILES AIR LINE SOUTH
 QW0513'OF EAST FROM BILLINGS, 5 MILES SOUTH OF THE CUSTER BATTLEFIELD
 QW0513'HIGHWAY, 5.8 MILES BY ROAD SOUTH OF HALEY FARM HOUSE, WHICH
 QW0513'IS ONE OF FIRST BUILDINGS ON SOUTH SIDE OF HIGHWAY EAST OF
 QW0513'SCHOOLHOUSE.  STATION IS ON THE HIGHEST POINT IN VICINITY,
 QW0513'ON SOUTHEAST CORNER OF MESA, ABOUT 75 METERS (246 FEET) EAST
 QW0513'OF ROAD SOUTH FROM HALEY FARM BUILDINGS.  JUST WEST OF STATION,
 QW0513'ROAD DESCENDS AND HEADS EASTWARD TO BADLANDS.  MESA FORMS
 QW0513'DIVIDE BETWEEN DRAINAGE TO BIG HORN RIVER AND PRYORS CREEK,
 QW0513'AND EXTENDS 10 OR MORE MILES SOUTH AND FROM 1 TO 5 MILES
 QW0513'EAST AND WEST.  ABOUT THREE-FOURTHS OF MESA IS UNDER
 QW0513'CULTIVATION.  TO REACH STATION GO TO CUSTER HIGHWAY AND FOLLOW IT
 QW0513'TO HALEY FARM, WHICH IS ABOUT 21 MILES FROM BILLINGS, ABOUT
 QW0513'29 MILES FROM HARDIN BY ROAD, AND ABOUT 1 MILE EAST OF
 QW0513'INDIAN ARROW SCHOOL WHICH IS ON CUSTER HIGHWAY AND IS
 QW0513'SAME SCHOOL FROM WHICH ROAD LEADS TO HUNTLEY ALSO.  FROM THE
 QW0513'HALEY PLACE FOLLOW ROAD SOUTH THROUGH FIELDS AND
 QW0513'PASTURE 5.7 MILES TO STATION.  ABOUT 2-1/2 MILES SOUTH OF
 QW0513'HALEYS AT SADDLE IN MESA THE ROAD FORKS, FOLLOW ROAD
 QW0513'TO SOUTH.  TRUCK CAN BE DRIVEN TO STATION.  CHARACTER OF
 QW0513'STATION AND REFERENCE-MARKS NOT RECORDED.  REFERENCE MARK NO. 1
 QW0513'IS 52.58 METERS (172.5 FEET) FROM STATION S 05 DEG 13 MIN W.
 QW0513'NO. 2 IS 57.925 METERS (190.04 FEET) FROM STATION
 QW0513'N 07 DEG 27 MIN W.
 QW0513
 QW0513                          STATION RECOVERY (1950)
 QW0513
 QW0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QW0513'STATION MARK - - NOT RECORDED.
 QW0513
 QW0513                          STATION RECOVERY (1962)
 QW0513
 QW0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 QW0513'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED.
 QW0513'THE TWO REFERENCE MARKS WERE IN FAIR CONDITION.  THE STATION
 QW0513'MARK WAS IN POOR CONDITION.  A NEW STATION MARK WAS PLUMBED
 QW0513'AND RESET OVER THE UNDERGROUND MARK.  NO AZIMUTH MARK WAS
 QW0513'RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 QW0513'
 QW0513'THE STATION IS LOCATED ABOUT 24 MILES WEST OF HARDIN, AND
 QW0513'ABOUT 20 MILES EAST OF BILLINGS, AND ABOUT 2 MILES WEST OF
 QW0513'THE YELLOSTONE-BIGHORN COUNTY LINE, ON THE HIGHEST PART OF
 QW0513'A PROMINENT RIDGE.
 QW0513'
 QW0513'TO REACH THE STATION FROM THE POST OFFICE IN HARDIN, GO SOUTH
 QW0513'ON A PAVED STREET FOR 0.15 MILE TO THE INTERSECTION OF
 QW0513'U.S. HIGHWAYS NO. 87 AND 212.  TURN RIGHT AND GO WEST ON
 QW0513'U.S. HIGHWAYS NO. 87 AND 212 FOR 21 MILES TO THE YELLOWSTONE-BIG
 QW0513'HORN COUNTY LINE.  CONTINUE WEST ON U.S. HIGHWAYS NO. 87
 QW0513'AND 212 FOR 1.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 QW0513'AND GO NORTH ON A TRACK ROAD FOR 0.3 MILE TO A Y-INTERSECTION.
 QW0513'TAKE THE LEFT FORK AND GO NORTH AND WEST ON A TRACK ROAD
 QW0513'FOR 1.1 MILE TO A GATE IN A NORTH-SOUTH FENCE LINE.  PASS
 QW0513'THROUGH THE GATE AND CONTINUE WEST ON A TRACK ROAD FOR 0.05
 QW0513'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON
 QW0513'A DIM TRACK ROAD FOR 0.6 MILE TO A T-INTERSECTION.  TURN
 QW0513'LEFT AND GO WEST ON A TRACK ROAD FOR 0.1 MILE TO A SIDE
 QW0513'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH AND WEST ON A
 QW0513'TRACK ROAD FOR FOR 0.45 MILE TO A GATE IN A NORTH-SOUTH
 QW0513'FENCE LINE.  PASS THROUGH THE GATE AND GO WEST AND NORTH
 QW0513'ON A TRACK ROAD FOR 1.5 MILE TO A GATE IN A EAST-WEST
 QW0513'FENCE LINE.  PASS THROUGH THE GATE AND GO NORTH ON A TRACK
 QW0513'ROAD FOR 0.35 MILE TO THE TOP OF THE RIDGE AND THE
 QW0513'STATION SITE.
 QW0513'
 QW0513'STATION MARK, A STANDARD DISK STAMPED HALEY 1925 1962, IS
 QW0513'SET IN CONCRETE WHICH IS INCASED IN A 6 INCH TERRACOTTA PIPE.
 QW0513'THE MARK PROJECTS 8 INCHES.  IT IS 14 FEET EAST OF THE CENTER
 QW0513'OF A TRACK ROAD, AND 6 FEET SOUTH WEST OF A CONCRETE POST
 QW0513'WHICH IS 3 FEET HIGH AND 8 BY 12 INCHES SQUARE.
 QW0513'
 QW0513'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HALEY 1925,
 QW0513'IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 QW0513'POST WHICH PROJECTS 2 INCHES.  IT IS 14 FEET EAST OF THE
 QW0513'CENTER OF A TRACK ROAD.
 QW0513'
 QW0513'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HALEY 1925,
 QW0513'IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 QW0513'POST WHICH PROJECTS 12 INCHES.  IT IS 28.6 FEET WEST OF THE
 QW0513'CENTER OF A TRACK ROAD.
 QW0513
 QW0513                          STATION RECOVERY (1969)
 QW0513
 QW0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (DHW)
 QW0513'STATION AND REFERENCE MARK 2 HAS BEEN DESTROYED.  REFERENCE
 QW0513'MARK STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0891 ***********************************************************************
 TM0891  DESIGNATION -  HALF DOME
 TM0891  PID         -  TM0891
 TM0891  STATE/COUNTY-  MT/PONDERA
 TM0891  USGS QUAD   -  HALF DOME CRAG (1995)
 TM0891
 TM0891                         *CURRENT SURVEY CONTROL
 TM0891  ___________________________________________________________________
 TM0891* NAD 83(1992)-  48 16 14.37968(N)    113 04 48.18504(W)     ADJUSTED  
 TM0891* NAVD 88     -      2468.5    (meters)    8099.     (feet)  VERTCON   
 TM0891  ___________________________________________________________________
 TM0891  LAPLACE CORR-          -8.74  (seconds)                    DEFLEC99
 TM0891  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 TM0891
 TM0891  HORZ ORDER  -  FIRST
 TM0891
 TM0891.The horizontal coordinates were established by classical geodetic methods
 TM0891.and adjusted by the National Geodetic Survey in July 1992..
 TM0891
 TM0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0891
 TM0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0891
 TM0891.The geoid height was determined by GEOID03.
 TM0891
 TM0891;                    North         East     Units Scale Factor Converg.
 TM0891;SPC MT       -   452,849.387   334,427.393   MT  0.99963477   -2 37 07.8
 TM0891;SPC MT       - 1,485,726.34  1,097,202.73   iFT  0.99963477   -2 37 07.8
 TM0891;UTM  12      - 5,348,475.089   345,654.689   MT  0.99989271   -1 33 09.5
 TM0891
 TM0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0891!SPC MT       -   0.99961538  x   0.99963477  =   0.99925029
 TM0891!UTM  12      -   0.99961538  x   0.99989271  =   0.99950813
 TM0891
 TM0891|---------------------------------------------------------------------|
 TM0891| PID    Reference Object                     Distance      Geod. Az  |
 TM0891|                                                           dddmmss.s |
 TM0891| CN3675 HALF DOME RM 1                       15.918 METERS 07414     |
 TM0891| CN3676 HALF DOME RM 2                        6.296 METERS 13756     |
 TM0891| CN3674 HALF DOME AZ MK                                    1611446.0 |
 TM0891| TM0904 RED PLUME MTN LOOKOUT TOWER         APPROX.21.5 KM 2311545.9 |
 TM0891| TM0890 HALF DOME CRAIG LOOKOUT HOUSE         7.115 METERS 28405     |
 TM0891|---------------------------------------------------------------------|
 TM0891
 TM0891                          SUPERSEDED SURVEY CONTROL
 TM0891
 TM0891  NAD 83(1986)-  48 16 14.38877(N)    113 04 48.17520(W) AD(       ) 1
 TM0891  NAD 27      -  48 16 14.52163(N)    113 04 44.89840(W) AD(       ) 1
 TM0891  NGVD 29 (07/19/86) 2467.2    (m)         8094.     (f) VERT ANG       
 TM0891
 TM0891.Superseded values are not recommended for survey control.
 TM0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0891.See file dsdata.txt to determine how the superseded data were derived.
 TM0891
 TM0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU4565548475(NAD 83)
 TM0891_MARKER: Z = SEE DESCRIPTION
 TM0891_SETTING: 0 = UNSPECIFIED SETTING
 TM0891
 TM0891  HISTORY     - Date     Condition        Report By
 TM0891  HISTORY     - 1963     MONUMENTED       CGS
 TM0891
 TM0891                          STATION DESCRIPTION
 TM0891
 TM0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0891'THE STATION IS ABOUT 20 MILES SOUTH-SOUTHWEST OF BROWNING,
 TM0891'12-1/2 MILES SOUTHEAST OF EAST GLACIER, 3 MILES EAST-NORTHEAST
 TM0891'OF BADGER RANGER STATION, ON A HIGH ROUND TOPPED MOUNTAIN, KNOWN
 TM0891'AS HALF DOME CRAG.  THERE IS A LOOKOUT HOUSE ON TOP.
 TM0891'
 TM0891'THE STATION WAS REACHED BY HELICOPTER.
 TM0891'
 TM0891'THE STATION MARK IS A STANDARD DISK, STAMPED HALF DOME 1963,
 TM0891'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 12 INCHES.
 TM0891'IT IS 67 FEET WEST-SOUTHWEST OF THE NORTHEAST END OF THE HILL,
 TM0891'24.7 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 TM0891'LOOKOUT HOUSE, 24.2 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 TM0891'OF THE LOOKOUT HOUSE AND 9 FEET SOUTH OF THE NORTH EDGE OF
 TM0891'THE HILL.
 TM0891'
 TM0891'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HALF DOME NO 1
 TM0891'1963, CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP
 TM0891'PROJECTING 3 FEET ON THE NORTHEAST SIDE AND 1 FOOT ON THE SOUTHWEST
 TM0891'SIDE.  IT IS 20 FEET WEST OF THE NORTHEAST END OF THE HILL,
 TM0891'9 FEET SOUTH OF THE NORTH EDGE OF THE HILL AND ABOUT 5 FEET
 TM0891'LOWER THAN THE STATION.
 TM0891'
 TM0891'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HALF DOME NO 2 1963,
 TM0891'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP PROJECTING
 TM0891'2 FEET ON THE SOUTHEAST SIDE AND 3 INCHES ON THE NORTHWEST SIDE.
 TM0891'IT IS 50 FEET SOUTHWEST OF THE NORTHEAST END OF THE HILL 41.3
 TM0891'FEET EAST OF THE SOUTHEAST CORNER OF THE LOOKOUT HOUSE, 27 FEET
 TM0891'SOUTH OF THE NORTH EDGE OF THE HILL AND ABOUT 3 FEET LOWER THAN
 TM0891'THE STATION.
 TM0891'
 TM0891'AZIMUTH MARK IS A STANDARD DISK, STAMPED HALF DOME 1963,
 TM0891'CEMENTED IN A DRILL HOLE IN A 5 BY 10 FOOT LARGE MASS OF ROCK
 TM0891'OUTCROP PROJECTING 10 FEET ON THE WEST SIDE AND 1 FOOT ON THE
 TM0891'EAST SIDE.  IT IS 270 FEET EAST OF A FOREST SERVICE TRAIL AND
 TM0891'15 FEET WEST OF THE CENTER OF THE TOP OF THE RIDGE.  TO REACH
 TM0891'THE AZIMUTH MARK FROM THE STATION, PACK DOWN FOREST SERVICE
 TM0891'TRAIL FOR ABOUT 1/4 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0892 ***********************************************************************
 TM0892  DESIGNATION -  HALF DOME
 TM0892  PID         -  TM0892
 TM0892  STATE/COUNTY-  MT/PONDERA
 TM0892  USGS QUAD   -  HALF DOME CRAG (1995)
 TM0892
 TM0892                         *CURRENT SURVEY CONTROL
 TM0892  ___________________________________________________________________
 TM0892* NAD 83(1992)-  48 16 14.53855(N)    113 04 48.63345(W)     ADJUSTED  
 TM0892* NAVD 88     -      2467.9    (meters)    8097.     (feet)  VERTCON   
 TM0892  ___________________________________________________________________
 TM0892  LAPLACE CORR-          -8.70  (seconds)                    DEFLEC99
 TM0892  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 TM0892
 TM0892  HORZ ORDER  -  THIRD
 TM0892
 TM0892.The horizontal coordinates were established by classical geodetic methods
 TM0892.and adjusted by the National Geodetic Survey in July 1992..
 TM0892
 TM0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0892
 TM0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0892
 TM0892.The geoid height was determined by GEOID03.
 TM0892
 TM0892;                    North         East     Units Scale Factor Converg.
 TM0892;SPC MT       -   452,854.709   334,418.383   MT  0.99963479   -2 37 08.1
 TM0892;SPC MT       - 1,485,743.80  1,097,173.17   iFT  0.99963479   -2 37 08.1
 TM0892;UTM  12      - 5,348,480.244   345,645.580   MT  0.99989274   -1 33 09.8
 TM0892
 TM0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0892!SPC MT       -   0.99961547  x   0.99963479  =   0.99925040
 TM0892!UTM  12      -   0.99961547  x   0.99989274  =   0.99950825
 TM0892
 TM0892:                Primary Azimuth Mark                     Grid Az
 TM0892:SPC MT       -  GOAT RESET                               221 00 16.4
 TM0892:UTM  12      -  GOAT RESET                               219 56 18.1
 TM0892
 TM0892|---------------------------------------------------------------------|
 TM0892| PID    Reference Object                     Distance      Geod. Az  |
 TM0892|                                                           dddmmss.s |
 TM0892| TM0903 GOAT RESET                          APPROX. 7.4 KM 2182308.3 |
 TM0892|---------------------------------------------------------------------|
 TM0892
 TM0892                          SUPERSEDED SURVEY CONTROL
 TM0892
 TM0892  NAD 83(1986)-  48 16 14.54764(N)    113 04 48.62336(W) AD(       ) 3
 TM0892  NAD 27      -  48 16 14.68244(N)    113 04 45.35055(W) AD(       ) 3
 TM0892  NGVD 29 (07/19/86) 2466.6    (m)         8093.     (f) VERT ANG       
 TM0892
 TM0892.Superseded values are not recommended for survey control.
 TM0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0892.See file dsdata.txt to determine how the superseded data were derived.
 TM0892
 TM0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU4564648480(NAD 83)
 TM0892_MARKER: DD = SURVEY DISK
 TM0892_SETTING: 66 = SET IN ROCK OUTCROP
 TM0892_SP_SET: SET IN BEDROCK
 TM0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0892+STABILITY: POSITION/ELEVATION WELL
 TM0892
 TM0892  HISTORY     - Date     Condition        Report By
 TM0892  HISTORY     - 1956     MONUMENTED       USGS
 TM0892
 TM0892                          STATION DESCRIPTION
 TM0892
 TM0892'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TM0892'STATION IS LOCATED ABOUT 14.0 MI. (AIRLINE) SE. OF EAST GLACIER,
 TM0892'ON THE HIGHEST POINT OF HALF DOME CRAG, AND 24 FT. NW. OF LOOKOUT
 TM0892'CABIN.  STATION REACHED BY HELICOPTER FROM ESSEX, MONTANA.
 TM0892'
 TM0892'CENTER OF HALF DOME LOOKOUT CABIN LOCATED 240 FT. FROM STATION MARK,
 TM0892'N 55 DEG 39 MIN W.
 TM0892'
 TM0892'STATION MARK--STANDARD TABLET, SET IN BEDROCK, AND STAMPED ---HALF
 TM0892'DOME 1956---.
 TM0892'
 TM0892'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0890 ***********************************************************************
 TM0890  DESIGNATION -  HALF DOME CRAIG LOOKOUT HOUSE
 TM0890  PID         -  TM0890
 TM0890  STATE/COUNTY-  MT/PONDERA
 TM0890  USGS QUAD   -  HALF DOME CRAG (1995)
 TM0890
 TM0890                         *CURRENT SURVEY CONTROL
 TM0890  ___________________________________________________________________
 TM0890* NAD 83(1992)-  48 16 14.43573(N)    113 04 48.51969(W)     ADJUSTED  
 TM0890* NAVD 88     -                                                        
 TM0890  ___________________________________________________________________
 TM0890  LAPLACE CORR-          -8.71  (seconds)                    DEFLEC99
 TM0890  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 TM0890
 TM0890  HORZ ORDER  -  THIRD
 TM0890
 TM0890.The horizontal coordinates were established by classical geodetic methods
 TM0890.and adjusted by the National Geodetic Survey in July 1992..
 TM0890
 TM0890
 TM0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0890
 TM0890.The geoid height was determined by GEOID03.
 TM0890
 TM0890;                    North         East     Units Scale Factor Converg.
 TM0890;SPC MT       -   452,851.431   334,420.581   MT  0.99963478   -2 37 08.0
 TM0890;SPC MT       - 1,485,733.04  1,097,180.38   iFT  0.99963478   -2 37 08.0
 TM0890;UTM  12      - 5,348,477.007   345,647.838   MT  0.99989273   -1 33 09.8
 TM0890
 TM0890                          SUPERSEDED SURVEY CONTROL
 TM0890
 TM0890  NAD 83(1986)-  48 16 14.44499(N)    113 04 48.50949(W) AD(       ) 4
 TM0890  NAD 27      -  48 16 14.57763(N)    113 04 45.23273(W) AD(       ) 3
 TM0890
 TM0890.Superseded values are not recommended for survey control.
 TM0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0890.See file dsdata.txt to determine how the superseded data were derived.
 TM0890
 TM0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU4564848477(NAD 83)
 TM0890
 TM0890  HISTORY     - Date     Condition        Report By
 TM0890  HISTORY     - 1963     MONUMENTED       CGS
 TM0890
 TM0890                          STATION DESCRIPTION
 TM0890
 TM0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0890'THE STATION IS THE CENTER OF THE BASE OF A 10 BY 20 FOOT LOOKOUT
 TM0890'HOUSE.  IT IS ABOUT 20 MILES SOUTH-SOUTHEAST OF BROWNING,
 TM0890'12-1/2 MILES SOUTHEAST OF EAST GLACIER, 3 MILES EAST-NORTHEAST
 TM0890'OF BAGGER RANGER STATION, ON A HIGH ROUND TOPPED MOUNTAIN KNOWN
 TM0890'AS HALF DOME CRAG.
 TM0890'
 TM0890'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HALF
 TM0890'DOME.  THE DISTANCE BEING 23.33 FEET AND THE METERS 7.108 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0752 ***********************************************************************
 TN0752  DESIGNATION -  HAM
 TN0752  PID         -  TN0752
 TN0752  STATE/COUNTY-  MT/SANDERS
 TN0752  USGS QUAD   -  IBEX PEAK (1983)
 TN0752
 TN0752                         *CURRENT SURVEY CONTROL
 TN0752  ___________________________________________________________________
 TN0752* NAD 83(1992)-  48 08 20.37761(N)    115 51 58.14874(W)     ADJUSTED  
 TN0752* NAVD 88     -       709.4    (meters)    2327.     (feet)  VERTCON   
 TN0752  ___________________________________________________________________
 TN0752  X           -  -1,860,554.322 (meters)                     COMP
 TN0752  Y           -  -3,837,428.156 (meters)                     COMP
 TN0752  Z           -   4,727,719.989 (meters)                     COMP
 TN0752  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 TN0752  ELLIP HEIGHT-         693.13  (meters)          (07/28/92) GPS OBS
 TN0752  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 TN0752
 TN0752  HORZ ORDER  -  FIRST
 TN0752  ELLP ORDER  -  FIFTH     CLASS I
 TN0752
 TN0752.The horizontal coordinates were established by GPS observations
 TN0752.and adjusted by the National Geodetic Survey in July 1992..
 TN0752
 TN0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0752
 TN0752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0752
 TN0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0752
 TN0752.The ellipsoidal height was determined by GPS observations
 TN0752.and is referenced to NAD 83.
 TN0752
 TN0752.The geoid height was determined by GEOID03.
 TN0752
 TN0752;                    North         East     Units Scale Factor Converg.
 TN0752;SPC MT       -   451,380.194   126,918.302   MT  0.99958657   -4 39 24.7
 TN0752;SPC MT       - 1,480,906.15    416,398.63   iFT  0.99958657   -4 39 24.7
 TN0752;UTM  11      - 5,332,370.640   584,351.892   MT  0.99968743   +0 50 40.2
 TN0752
 TN0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0752!SPC MT       -   0.99989138  x   0.99958657  =   0.99947799
 TN0752!UTM  11      -   0.99989138  x   0.99968743  =   0.99957884
 TN0752
 TN0752                          SUPERSEDED SURVEY CONTROL
 TN0752
 TN0752  NAD 83(1986)-  48 08 20.38910(N)    115 51 58.15569(W) AD(       ) 1
 TN0752  NGVD 29 (11/20/87)  708.2    (m)         2323.     (f) GPS OBS        
 TN0752
 TN0752.Superseded values are not recommended for survey control.
 TN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0752.See file dsdata.txt to determine how the superseded data were derived.
 TN0752
 TN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8435232371(NAD 83)
 TN0752_MARKER: DS = TRIANGULATION STATION DISK
 TN0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0752_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0752+STABILITY: SURFACE MOTION
 TN0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0752+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TN0752
 TN0752  HISTORY     - Date     Condition        Report By
 TN0752  HISTORY     - 1986     MONUMENTED       NGS
 TN0752
 TN0752                          STATION DESCRIPTION
 TN0752
 TN0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0752'STATION IS LOCATED ABOUT 19.2 KM (12.0 MI) NORTH OF STATE HIGHWAY
 TN0752'200, 38.5 KM (24.1 MI) SOUTH OF U.S. HIGHWAY 2 AND ALONG THE WEST
 TN0752'SIDE OF STATE HIGHWAY 56.
 TN0752'
 TN0752'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 200 AND 56 AT BULL
 TN0752'RIVER JUNCTION, GO NORTH ON STATE HIGHWAY 56 FOR 18.40 KM (11.5 MI)
 TN0752'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY
 TN0752'56 FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.
 TN0752'
 TN0752'STATION MARK, STAMPED---HAM 1986---, IS A STANDARD DISK SET IN THE
 TN0752'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 17.2
 TN0752'METERS (56.4 FT) WEST OF THE CENTER OF THE HIGHWAY, 7.1 METERS
 TN0752'(23.3 FT) SOUTHEAST OF THE SOUTH SIDE OF A GATE, 0.7 METER (2.3 FT)
 TN0752'SOUTH OF A WITNESS POST AND 1.12 KM (0.7 MI) SOUTH OF A BRIDGE.
 TN0752'
 TN0752'AZIMUTH MARK, STAMPED---HAM 1986---, IS A STANDARD DISK SET IN THE
 TN0752'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 17.2
 TN0752'METERS (56.4 FT) EAST OF THE CENTER OF THE HIGHWAY AND 0.8 METER
 TN0752'(2.6 FT) WEST OF A WITNESS POST.
 TN0752'
 TN0752'THIS IS A GPS STATION.  IT HAS NO REFERENCE MARKS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1135 ***********************************************************************
 SU1135  DESIGNATION -  HAM
 SU1135  PID         -  SU1135
 SU1135  STATE/COUNTY-  MT/MINERAL
 SU1135  USGS QUAD   -  TARKIO (1983)
 SU1135
 SU1135                         *CURRENT SURVEY CONTROL
 SU1135  ___________________________________________________________________
 SU1135* NAD 83(1992)-  47 01 15.62218(N)    114 41 41.55789(W)     ADJUSTED  
 SU1135* NAVD 88     -      1362.0    (meters)    4468.     (feet)  VERTCON   
 SU1135  ___________________________________________________________________
 SU1135  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 SU1135  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 SU1135
 SU1135  HORZ ORDER  -  THIRD
 SU1135
 SU1135.The horizontal coordinates were established by classical geodetic methods
 SU1135.and adjusted by the National Geodetic Survey in July 1992..
 SU1135
 SU1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1135
 SU1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1135
 SU1135.The geoid height was determined by GEOID03.
 SU1135
 SU1135;                    North         East     Units Scale Factor Converg.
 SU1135;SPC MT       -   320,995.702   205,582.493   MT  0.99939265   -3 48 00.3
 SU1135;SPC MT       - 1,053,135.51    674,483.24   iFT  0.99939265   -3 48 00.3
 SU1135;UTM  11      - 5,210,077.186   675,176.318   MT  0.99997717   +1 41 12.7
 SU1135
 SU1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1135!SPC MT       -   0.99978895  x   0.99939265  =   0.99918173
 SU1135!UTM  11      -   0.99978895  x   0.99997717  =   0.99976613
 SU1135
 SU1135                          SUPERSEDED SURVEY CONTROL
 SU1135
 SU1135  NAD 83(1986)-  47 01 15.63592(N)    114 41 41.55103(W) AD(       ) 3
 SU1135  NGVD 29 (06/01/92) 1360.9    (m)         4465.     (f) VERT ANG       
 SU1135
 SU1135.Superseded values are not recommended for survey control.
 SU1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1135.See file dsdata.txt to determine how the superseded data were derived.
 SU1135
 SU1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN7517610077(NAD 83)
 SU1135_MARKER: DS = TRIANGULATION STATION DISK
 SU1135_SETTING: 66 = SET IN ROCK OUTCROP
 SU1135_SP_SET: SET IN A ROCK LEDGE
 SU1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1135+STABILITY: POSITION/ELEVATION WELL
 SU1135
 SU1135  HISTORY     - Date     Condition        Report By
 SU1135  HISTORY     - 1962     MONUMENTED       USFS
 SU1135  HISTORY     - 1964     GOOD             USGS
 SU1135
 SU1135                          STATION DESCRIPTION
 SU1135
 SU1135'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SU1135'NO USFS DATA AVAILABLE.
 SU1135'
 SU1135'STATION RECOVERED BY USGS IN 1964 AND DESCRIBED AS FOLLOWS
 SU1135'
 SU1135'STATION LOCATED ABOUT 0.5 MI. (AIRLINE) N. OF INTERSTATE HIGHWAY 90
 SU1135'AND ABOUT 2.0 MI. (AIRLINE) E. OF TARKIO ON A ROCKY POINT ON THE S.
 SU1135'SLOPE OF MARTEL MOUNTAIN.  E. END OF ABANDONED LOGGING RD. IS ABOUT
 SU1135'200 FT. UP SLOPE FROM STATION SITE.  REACHED BY HELICOPTER.
 SU1135'
 SU1135'STATION MARK--USFS BRONZE TABLET CEMENTED IN OUTCROPPING ROCK,
 SU1135'STAMPED---HAM 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0753 ***********************************************************************
 TN0753  DESIGNATION -  HAM AZ MK
 TN0753  PID         -  TN0753
 TN0753  STATE/COUNTY-  MT/SANDERS
 TN0753  USGS QUAD   -  IBEX PEAK (1983)
 TN0753
 TN0753                         *CURRENT SURVEY CONTROL
 TN0753  ___________________________________________________________________
 TN0753* NAD 83(1992)-  48 07 57.38894(N)    115 51 58.67634(W)     ADJUSTED  
 TN0753* NAVD 88     -       716.8    (meters)    2352.     (feet)  VERTCON   
 TN0753  ___________________________________________________________________
 TN0753  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 TN0753  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 TN0753
 TN0753  HORZ ORDER  -  SECOND
 TN0753
 TN0753.The horizontal coordinates were established by classical geodetic methods
 TN0753.and adjusted by the National Geodetic Survey in July 1992..
 TN0753.No horizontal observational check was made to the station.
 TN0753
 TN0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0753
 TN0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0753
 TN0753.The geoid height was determined by GEOID03.
 TN0753
 TN0753;                    North         East     Units Scale Factor Converg.
 TN0753;SPC MT       -   450,673.667   126,849.810   MT  0.99958437   -4 39 25.1
 TN0753;SPC MT       - 1,478,588.15    416,173.92   iFT  0.99958437   -4 39 25.1
 TN0753;UTM  11      - 5,331,660.729   584,351.450   MT  0.99968742   +0 50 39.5
 TN0753
 TN0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0753!SPC MT       -   0.99989021  x   0.99958437  =   0.99947463
 TN0753!UTM  11      -   0.99989021  x   0.99968742  =   0.99957767
 TN0753
 TN0753                          SUPERSEDED SURVEY CONTROL
 TN0753
 TN0753  NAD 83(1986)-  48 07 57.40043(N)    115 51 58.68280(W) AD(       ) 2
 TN0753  NGVD 29 (11/20/87)  715.6    (m)         2348.     (f) VERT ANG       
 TN0753
 TN0753.Superseded values are not recommended for survey control.
 TN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0753.See file dsdata.txt to determine how the superseded data were derived.
 TN0753
 TN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8435131661(NAD 83)
 TN0753_MARKER: DZ = AZIMUTH MARK DISK
 TN0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0753_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0753+STABILITY: SURFACE MOTION
 TN0753
 TN0753  HISTORY     - Date     Condition        Report By
 TN0753  HISTORY     - 1986     MONUMENTED       NGS
 TN0753
 TN0753                          STATION DESCRIPTION
 TN0753
 TN0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0753'THE AZIMUTH MARK IS LOCATED ABOUT 19 KM (11.8 MI) NORTH OF STATE
 TN0753'HIGHWAY 200, 39 KM (24 MI) SOUTH OF U.S. HIGHWAY 2 AND ALONG THE
 TN0753'EAST RIGHT OF WAY OF STATE HIGHWAY 56.
 TN0753'
 TN0753'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 200 AND 56, AT BULL
 TN0753'RIVER JUNCTION, GO NORTH ON STATE HIGHWAY 56 FOR 18.4 KM (11.5 MI)
 TN0753'TO THE MARK ON THE RIGHT.
 TN0753'
 TN0753'AZIMUTH MARK, STAMPED---HAM 1986---, IS A STANDARD DISK SET IN THE
 TN0753'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 17.2
 TN0753'METERS (56.4 FT) EAST OF THE CENTER OF THE ROAD AND 0.8 METER
 TN0753'(2.6 FT) WEST OF A WITNESS POST.
 TN0753'
 TN0753'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0635 ***********************************************************************
 ST0635  DESIGNATION -  HAMILTON
 ST0635  PID         -  ST0635
 ST0635  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0635  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0635
 ST0635                         *CURRENT SURVEY CONTROL
 ST0635  ___________________________________________________________________
 ST0635* NAD 83(1992)-  47 29 55.86669(N)    112 02 04.70290(W)     ADJUSTED  
 ST0635* NAVD 88     -      1221.03   (+/-2cm)    4006.0    (feet)  VERTCON   
 ST0635  ___________________________________________________________________
 ST0635  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 ST0635  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 ST0635
 ST0635  HORZ ORDER  -  THIRD
 ST0635  VERT ORDER  -  THIRD ? (See Below)
 ST0635
 ST0635.The horizontal coordinates were established by classical geodetic methods
 ST0635.and adjusted by the National Geodetic Survey in July 1992..
 ST0635
 ST0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0635.The vertical order pertains to the NGVD 29 superseded value.
 ST0635
 ST0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0635
 ST0635.The geoid height was determined by GEOID03.
 ST0635
 ST0635;                    North         East     Units Scale Factor Converg.
 ST0635;SPC MT       -   364,092.502   409,169.468   MT  0.99942862   -1 51 14.8
 ST0635;SPC MT       - 1,194,529.21  1,342,419.51   iFT  0.99942862   -1 51 14.8
 ST0635;UTM  12      - 5,261,120.875   422,076.400   MT  0.99967462   -0 45 46.2
 ST0635
 ST0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0635!SPC MT       -   0.99981088  x   0.99942862  =   0.99923961
 ST0635!UTM  12      -   0.99981088  x   0.99967462  =   0.99948556
 ST0635
 ST0635                          SUPERSEDED SURVEY CONTROL
 ST0635
 ST0635  NAD 83(1986)-  47 29 55.87114(N)    112 02 04.68598(W) AD(       ) 3
 ST0635  NGVD 29 (05/18/92) 1220.06   (m)         4002.8    (f) LEVELING    3  
 ST0635
 ST0635.Superseded values are not recommended for survey control.
 ST0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0635.See file dsdata.txt to determine how the superseded data were derived.
 ST0635
 ST0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2207661121(NAD 83)
 ST0635_MARKER: DS = TRIANGULATION STATION DISK
 ST0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0635+STABILITY: SURFACE MOTION
 ST0635
 ST0635  HISTORY     - Date     Condition        Report By
 ST0635  HISTORY     - 1947     MONUMENTED       USGS
 ST0635
 ST0635                          STATION DESCRIPTION
 ST0635
 ST0635'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 ST0635'STATION LOCATED APPROXIMATELY 5 MI. W. OF SIMMS ON TOP OF A RIDGE 0.3
 ST0635'MI. S. OF THE HIGHWAY, 180 FT. FROM THE E. END OF THE RIDGE AND 363
 ST0635'FT. E. OF A SMALL SADDLE IN THE RIDGE.
 ST0635'
 ST0635'TO REACH FROM GREAT FALLS, PROCEED TO SIMMS, THENCE 5 MI. W. ON
 ST0635'HIGHWAY TO GATE ON S. SIDE OF HIGHWAY, THENCE FOLLOW TRAIL TO TOP OF
 ST0635'RIDGE, THENCE E. ON RIDGE TO HIGHEST POINT.
 ST0635'
 ST0635'RECOVERED BY USGS IN 1948 AND 1957.
 ST0635'
 ST0635'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 ST0635'---HAMILTON 1947---.
 ST0635'
 ST0635'REFERENCE MARK NO. 1--A 1/2-IN. IRON PIPE DRIVEN IN GROUND AND
 ST0635'PROJECTING 1.5 FT. ABOVE GROUND, 41.50 FT. FROM STATION
 ST0635'N 75 DEGREES 59 MINUTES E.
 ST0635'
 ST0635'REFERENCE MARK NO. 2--A 1/2-IN. IRON PIPE DRIVEN IN GROUND AND
 ST0635'PROJECTING 1.5 FT. ABOVE GROUND, 37.8 FT. FROM STATION
 ST0635'S 16 DEGREES 22 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0300 ***********************************************************************
 QU0300  DESIGNATION -  HAMMOND
 QU0300  PID         -  QU0300
 QU0300  STATE/COUNTY-  MT/CARTER
 QU0300  USGS QUAD   -  HAMMOND (1970)
 QU0300
 QU0300                         *CURRENT SURVEY CONTROL
 QU0300  ___________________________________________________________________
 QU0300* NAD 83(1993)-  45 12 12.17302(N)    104 55 31.23446(W)     ADJUSTED  
 QU0300* NAVD 88     -      1278.6    (meters)    4195.     (feet)  VERTCON   
 QU0300  ___________________________________________________________________
 QU0300  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 QU0300  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 QU0300
 QU0300  HORZ ORDER  -  FIRST
 QU0300
 QU0300.The horizontal coordinates were established by classical geodetic methods
 QU0300.and adjusted by the National Geodetic Survey in January 1997..
 QU0300
 QU0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0300
 QU0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0300
 QU0300.The geoid height was determined by GEOID03.
 QU0300
 QU0300;                    North         East     Units Scale Factor Converg.
 QU0300;SPC MT       -   116,457.383   959,172.920   MT  0.99988401   +3 20 47.0
 QU0300;SPC MT       -   382,078.03  3,146,892.78   iFT  0.99988401   +3 20 47.0
 QU0300;UTM  13      - 5,005,546.610   505,863.267   MT  0.99960042   +0 03 10.7
 QU0300
 QU0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0300!SPC MT       -   0.99980185  x   0.99988401  =   0.99968589
 QU0300!UTM  13      -   0.99980185  x   0.99960042  =   0.99940235
 QU0300
 QU0300:                Primary Azimuth Mark                     Grid Az
 QU0300:SPC MT       -  HAMMOND AZ MK                            013 18 33.6
 QU0300:UTM  13      -  HAMMOND AZ MK                            016 36 09.9
 QU0300
 QU0300|---------------------------------------------------------------------|
 QU0300| PID    Reference Object                     Distance      Geod. Az  |
 QU0300|                                                           dddmmss.s |
 QU0300| CQ7763 HAMMOND AZ MK                                      0163920.6 |
 QU0300| CQ7764 HAMMOND RM 1                          5.215 METERS 07901     |
 QU0300| CQ7765 HAMMOND RM 2                         10.443 METERS 17350     |
 QU0300|---------------------------------------------------------------------|
 QU0300
 QU0300                          SUPERSEDED SURVEY CONTROL
 QU0300
 QU0300  NAD 83(1992)-  45 12 12.16011(N)    104 55 31.22172(W) AD(       ) 1
 QU0300  NAD 83(1986)-  45 12 12.15864(N)    104 55 31.22275(W) AD(       ) 1
 QU0300  NAD 27      -  45 12 12.20700(N)    104 55 29.30900(W) AD(       ) 1
 QU0300  NGVD 29 (07/19/86) 1278.0    (m)         4193.     (f) VERT ANG       
 QU0300
 QU0300.Superseded values are not recommended for survey control.
 QU0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0300.See file dsdata.txt to determine how the superseded data were derived.
 QU0300
 QU0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL0586305547(NAD 83)
 QU0300_MARKER: DS = TRIANGULATION STATION DISK
 QU0300_SETTING: 66 = SET IN ROCK OUTCROP
 QU0300_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 QU0300
 QU0300  HISTORY     - Date     Condition        Report By
 QU0300  HISTORY     - 1949     MONUMENTED       CGS
 QU0300  HISTORY     - 1988     GOOD             USAF
 QU0300
 QU0300                          STATION DESCRIPTION
 QU0300
 QU0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0300'STATION IS LOCATED ON A HIGH, SHARP-POINTED, PROMINENT HILL
 QU0300'HAVING A FEW SCATTERED PINE TREES NEAR THE TOP, ON LAND OWNED
 QU0300'BY E.C. HARRINGTON, ABOUT 1.5 MILES SOUTH OF THE HAMMOND
 QU0300'POST OFFICE, AND 10 FEET WEST OF A WITNESS POST.
 QU0300'
 QU0300'TO REACH FROM THE HAMMOND POST OFFICE, GO SOUTHEAST ON U.S.
 QU0300'HIGHWAY 212 FOR 50 YARDS TO A CROSSROAD AND AZIMUTH MARK ON
 QU0300'RIGHT.  TURN RIGHT AND GO 2.3 MILES TO A DIM TRACK ROAD RIGHT.
 QU0300'TURN RIGHT AND GO WEST AND NORTHWEST FOR 0.8 MILE TO A FORK.
 QU0300'BEAR RIGHT AND GO NORTH FOR 0.3 MILE TO TOP OF HILL AND STATION.
 QU0300'
 QU0300'STATION MARK IS A STANDARD DISK SET IN OUTCROPPING BEDROCK.
 QU0300'THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED HAMMOND
 QU0300'1949.
 QU0300'
 QU0300'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING
 QU0300'BEDROCK.  THE MARK PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 QU0300'HAMMOND NO 1 1949.
 QU0300'
 QU0300'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN OUTCROPPING
 QU0300'BEDROCK.  THE MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 QU0300'HAMMOND NO 2 1949.
 QU0300'
 QU0300'AZIMUTH MARK IS A STANDARD DISK SET IN A 10 X 10-INCH CONCRETE
 QU0300'POST.  IT IS 80 FEET SOUTH OF U.S. HIGHWAY 212, 24 FEET WEST
 QU0300'OF A DIRT ROAD, AND 3 FEET NORTHWEST OF A WITNESS POST.  THE
 QU0300'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HAMMOND 1949.
 QU0300
 QU0300                          STATION RECOVERY (1988)
 QU0300
 QU0300'RECOVERY NOTE BY US AIR FORCE 1988 (JC)
 QU0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0306 ***********************************************************************
 QU0306  DESIGNATION -  HANLEY
 QU0306  PID         -  QU0306
 QU0306  STATE/COUNTY-  MT/CARTER
 QU0306  USGS QUAD   -  BEAVER FLATS NORTH (1979)
 QU0306
 QU0306                         *CURRENT SURVEY CONTROL
 QU0306  ___________________________________________________________________
 QU0306* NAD 83(1996)-  45 56 24.12004(N)    104 39 16.50363(W)     ADJUSTED  
 QU0306* NAVD 88     -      1099.4    (meters)    3607.     (feet)  VERTCON   
 QU0306  ___________________________________________________________________
 QU0306  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 QU0306  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 QU0306
 QU0306  HORZ ORDER  -  FIRST
 QU0306
 QU0306.The horizontal coordinates were established by classical geodetic methods
 QU0306.and adjusted by the National Geodetic Survey in January 1998..
 QU0306
 QU0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0306
 QU0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0306
 QU0306.The geoid height was determined by GEOID03.
 QU0306
 QU0306;                    North         East     Units Scale Factor Converg.
 QU0306;SPC MT       -   199,429.172   975,344.596   MT  0.99956607   +3 32 40.0
 QU0306;SPC MT       -   654,295.18  3,199,949.46   iFT  0.99956607   +3 32 40.0
 QU0306;UTM  13      - 5,087,442.819   526,775.208   MT  0.99960881   +0 14 53.6
 QU0306
 QU0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0306!SPC MT       -   0.99983017  x   0.99956607  =   0.99939631
 QU0306!UTM  13      -   0.99983017  x   0.99960881  =   0.99943905
 QU0306
 QU0306|---------------------------------------------------------------------|
 QU0306| PID    Reference Object                     Distance      Geod. Az  |
 QU0306|                                                           dddmmss.s |
 QU0306| CQ7767 HANLEY RM 1                           5.169 METERS 12643     |
 QU0306| CQ7766 HANLEY AZ MK                                       2003939.5 |
 QU0306| CQ7768 HANLEY RM 2                           5.453 METERS 34237     |
 QU0306|---------------------------------------------------------------------|
 QU0306
 QU0306                          SUPERSEDED SURVEY CONTROL
 QU0306
 QU0306  NAD 83(1992)-  45 56 24.11976(N)    104 39 16.50355(W) AD(       ) 1
 QU0306  NAD 83(1986)-  45 56 24.09679(N)    104 39 16.48494(W) AD(       ) 1
 QU0306  NAD 27      -  45 56 24.10200(N)    104 39 14.64200(W) AD(       ) 1
 QU0306  NGVD 29 (07/19/86) 1098.8    (m)         3605.     (f) VERT ANG       
 QU0306
 QU0306.Superseded values are not recommended for survey control.
 QU0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0306.See file dsdata.txt to determine how the superseded data were derived.
 QU0306
 QU0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL2677587443(NAD 83)
 QU0306_MARKER: DS = TRIANGULATION STATION DISK
 QU0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0306
 QU0306  HISTORY     - Date     Condition        Report By
 QU0306  HISTORY     - 1949     MONUMENTED       CGS
 QU0306  HISTORY     - 1964     GOOD             USGS
 QU0306
 QU0306                          STATION DESCRIPTION
 QU0306
 QU0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0306'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF EKALAKA,
 QU0306'AT THE HEAD OF HANLEY CREEK, ON THE HIGHEST POINT OF A GRASSY
 QU0306'HILL.  THE EAST AND NORTH PART OF THE HILL IS ROLLING PASTURE
 QU0306'LAND, WHILE THE WEST IS BROKEN AND ROUGH.  THERE IS A SMALL
 QU0306'CLAY BANK ON THE SOUTHWEST SIDE OF THE HILL THAT DROPS STRAIGHT
 QU0306'DOWN FOR ABOUT 15 FEET.  THE STATION IS LOCATED ON LAND OWNED
 QU0306'BY THE WHITE INC.
 QU0306'
 QU0306'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN
 QU0306'EKALAKA, GO NORTH FOR 1 BLOCK TO THE BANK BUILDING, BEAR LEFT,
 QU0306'WEST, ON THE SOUTH SIDE OF THE BANK AND FOLLOW THE MAIN GRADED
 QU0306'DIRT ROAD FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT AND SIGN
 QU0306'MILES CITY 79 MILES, TURN RIGHT, NORTHERLY, AND FOLLOW THE MAIN
 QU0306'GRADED DIRT ROAD FOR 3.1 MILES TO A RANCH HOUSE ON THE LEFT,
 QU0306'CONTINUE NORTHERLY ON THE MAIN DIRT ROAD FOR 0.85 MILE TO
 QU0306'A TRACK ROAD ON THE LEFT, BEAR LEFT, WESTERLY, AND GO ON THE
 QU0306'TRACK ROAD FOR 0.1 MILE TO A GATE, GO THROUGH GATE, AND
 QU0306'FOLLOW A DIM TRACK ROAD ON THE SOUTH OF A WIRE FENCE FOR 1
 QU0306'MILE TO A GATE, PASS THROUGH GATE AND GO ABOUT 25 FEET TO
 QU0306'ANOTHER GATE IN EAST-WEST FENCE LINE, GO THROUGH GATE AND
 QU0306'BEAR LEFT FOR 0.1 MILE TO A WINDMILL, CONTINUE WEST ON
 QU0306'THE NORTH SIDE OF A WIRE CORRAL ON A DIM TRACK ROAD FOR 0.4
 QU0306'MILE TO ANOTHER GATE, PASS THROUGH GATE AND FOLLOW A TRACK
 QU0306'ROAD WEST AND NORTH FOR 0.5 MILE TO THE STATION ON THE
 QU0306'HIGHEST POINT OF A LOW HILL ON THE LEFT.
 QU0306'
 QU0306'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A TRACK
 QU0306'ROAD FOR 0.15 MILE TO A FORK.  BEAR RIGHT, AND FOLLOW A TRACK
 QU0306'ROAD FOR 0.25 MILE TO THE AZIMUTH.
 QU0306'
 QU0306'THE STATION MARK IS 6.5 FEET NORTH-NORTHEAST OF A WITNESS
 QU0306'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QU0306'HANLEY 1949.
 QU0306'
 QU0306'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QU0306'HANLEY NO 1 1949.
 QU0306'
 QU0306'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QU0306'HANLEY NO 2 1949.
 QU0306'
 QU0306'THE AZIMUTH MARK IS 85 FEET SOUTHEAST OF THE APPROXIMATE
 QU0306'CENTERLINE OF A TRACK ROAD, 4 FEET WEST-NORTHWEST OF A WITNESS
 QU0306'POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 5
 QU0306'INCHES, AND THE DISK IS STAMPED HANLEY 1949.
 QU0306'
 QU0306'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF A 10 X 10-INCH
 QU0306'CONCRETE POSTS.
 QU0306
 QU0306                          STATION RECOVERY (1964)
 QU0306
 QU0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QU0306'TO REACH THE STATION FROM THE CARTER COUNTY COURTHOUSE IN
 QU0306'EKALAKA, GO NORTH ONE BLOCK, TURN LEFT, WEST, AND FOLLOW THE
 QU0306'MAIN GRADED ROAD FOR 1.3 MILE TO A Y-ROAD, BEAR RIGHT, NORTHERLY,
 QU0306'AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 2.8 MILE TO A RANCH HOUSE
 QU0306'ON THE LEFT, CONTINUE NORTHERLY ON THE MAIN GRADED DIRT
 QU0306'ROAD FOR 0.95 MILE TO A CROSSROADS AND A GATE ON THE LEFT, TURN
 QU0306'LEFT, WEST, THRU THE GATE AND 0.1 MILE TO ANOTHER GATE AND ROAD
 QU0306'FORK, GO THRU THE GATE AND TAKE THE RIGHT FORK, WESTERLY, 0.4
 QU0306'MILE TO A GATE IN A FENCE CORNER, BEAR RIGHT AND FOLLOW THE
 QU0306'TRACK ROAD ALONG THE NORTH SIDE OF E-W FENCE 0.7 MILE TO A
 QU0306'WINDMILL, CONTINUE WEST ON NORTH SIDE OF A WIRE CORRAL ON A
 QU0306'DIM TRACK ROAD FOR 0.4 MILE TO ANOTHER GATE, PASS THRU
 QU0306'GATE AND FOLLOW A TRACK ROAD WEST AND NORTH FOR 0.5 MILE
 QU0306'TO THE STATION ON THE HIGHEST POINT OF A LOW HILL ON THE
 QU0306'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0812 ***********************************************************************
 TM0812  DESIGNATION -  HANSEN
 TM0812  PID         -  TM0812
 TM0812  STATE/COUNTY-  MT/TETON
 TM0812  USGS QUAD   -  AGAWAM NORTH (1985)
 TM0812
 TM0812                         *CURRENT SURVEY CONTROL
 TM0812  ___________________________________________________________________
 TM0812* NAD 83(1992)-  48 05 13.84426(N)    112 12 21.18728(W)     ADJUSTED  
 TM0812* NAVD 88     -      1278.     (meters)    4193.     (feet)  SCALED    
 TM0812  ___________________________________________________________________
 TM0812  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 TM0812  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 TM0812
 TM0812  HORZ ORDER  -  THIRD
 TM0812
 TM0812.The horizontal coordinates were established by classical geodetic methods
 TM0812.and adjusted by the National Geodetic Survey in July 1992..
 TM0812
 TM0812.The orthometric height was scaled from a topographic map.
 TM0812
 TM0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0812
 TM0812.The geoid height was determined by GEOID03.
 TM0812
 TM0812;                    North         East     Units Scale Factor Converg.
 TM0812;SPC MT       -   429,865.343   398,539.735   MT  0.99956907   -1 58 45.7
 TM0812;SPC MT       - 1,410,319.37  1,307,545.06   iFT  0.99956907   -1 58 45.7
 TM0812;UTM  12      - 5,326,693.167   410,198.736   MT  0.99969909   -0 53 50.8
 TM0812
 TM0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0812!SPC MT       -   0.99980196  x   0.99956907  =   0.99937112
 TM0812!UTM  12      -   0.99980196  x   0.99969909  =   0.99950111
 TM0812
 TM0812:                Primary Azimuth Mark                     Grid Az
 TM0812:SPC MT       -  RIM                                      221 09 14.4
 TM0812:UTM  12      -  RIM                                      220 04 19.5
 TM0812
 TM0812|---------------------------------------------------------------------|
 TM0812| PID    Reference Object                     Distance      Geod. Az  |
 TM0812|                                                           dddmmss.s |
 TM0812| TM0816 RIM                                 APPROX. 7.7 KM 2191028.7 |
 TM0812|---------------------------------------------------------------------|
 TM0812
 TM0812                          SUPERSEDED SURVEY CONTROL
 TM0812
 TM0812  NAD 83(1986)-  48 05 13.84879(N)    112 12 21.17482(W) AD(       ) 3
 TM0812  NAD 27      -  48 05 13.97460(N)    112 12 18.04957(W) AD(       ) 3
 TM0812
 TM0812.Superseded values are not recommended for survey control.
 TM0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0812.See file dsdata.txt to determine how the superseded data were derived.
 TM0812
 TM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU1019926693(NAD 83)
 TM0812
 TM0812  HISTORY     - Date     Condition        Report By
 TM0812  HISTORY     - 1935     MONUMENTED       USGS
 TM0812  HISTORY     - 1937     GOOD             USGS
 TM0812  HISTORY     - 1988     GOOD             USAF
 TM0812
 TM0812                          STATION DESCRIPTION
 TM0812
 TM0812'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 TM0812'LOCATED 1.0 MI. N. AND 4.25 MI. E. OF PENDROY, ON LAND OWNED BY CARL
 TM0812'HANSEN, STATION IS IN A PASTURE ON MESA, NEAR N. END OF SPUR
 TM0812'EXTENDING EASTERLY, AND ABOUT 0.35 MI. N. OF TENANTS HOUSE.
 TM0812'
 TM0812'TO REACH STATION FROM PENDROY, DRIVE N. ON T-RD. 1.0 MI. TO T-RD. E.,
 TM0812'THENCE E. 4.0 MI. TO A GATE.  STATION IS 1000 FT. E. OF GATE AND ABOUT
 TM0812'150 FT. S. OF FENCE.  CAR CAN BE DRIVEN TO STATION.
 TM0812'
 TM0812'RECOVERED.
 TM0812'
 TM0812'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---HANSEN 1935---,
 TM0812'CEMENTED IN BOULDER SET IN GROUND.
 TM0812'
 TM0812'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 TM0812'---HANSEN NO. 1 1935---, CEMENTED IN BOULDER SET IN GROUND, 17.95
 TM0812'FT. FROM STATION, N 52 DEG 12 MIN E.
 TM0812'
 TM0812'REFERENCE MARK NO. 2--A 1 IN. DRILL HOLE, 1.5 IN. DEEP, IN GRANITE
 TM0812'BOULDER SET IN GROUND, 37.10 FT. FROM STATION, S 46 DEG 17 MIN E.
 TM0812
 TM0812                          STATION RECOVERY (1988)
 TM0812
 TM0812'RECOVERY NOTE BY US AIR FORCE 1988 (ESL)
 TM0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0551 ***********************************************************************
 RU0551  DESIGNATION -  HANSEN
 RU0551  PID         -  RU0551
 RU0551  STATE/COUNTY-  MT/CUSTER
 RU0551  USGS QUAD   -  MILLER CREEK (1969)
 RU0551
 RU0551                         *CURRENT SURVEY CONTROL
 RU0551  ___________________________________________________________________
 RU0551* NAD 83(1992)-  46 06 18.55568(N)    106 06 20.79114(W)     ADJUSTED  
 RU0551* NAVD 88     -      1012.3    (meters)    3321.     (feet)  VERTCON   
 RU0551  ___________________________________________________________________
 RU0551  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 RU0551  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 RU0551
 RU0551  HORZ ORDER  -  FIRST
 RU0551
 RU0551.The horizontal coordinates were established by classical geodetic methods
 RU0551.and adjusted by the National Geodetic Survey in July 1992..
 RU0551
 RU0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0551
 RU0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0551
 RU0551.The geoid height was determined by GEOID03.
 RU0551
 RU0551;                    North         East     Units Scale Factor Converg.
 RU0551;SPC MT       -   211,843.212   862,220.456   MT  0.99951691   +2 28 58.4
 RU0551;SPC MT       -   695,023.66  2,828,807.27   iFT  0.99951691   +2 28 58.4
 RU0551;UTM  13      - 5,106,325.272   414,539.799   MT  0.99968978   -0 47 48.8
 RU0551
 RU0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0551!SPC MT       -   0.99984381  x   0.99951691  =   0.99936080
 RU0551!UTM  13      -   0.99984381  x   0.99968978  =   0.99953364
 RU0551
 RU0551:                Primary Azimuth Mark                     Grid Az
 RU0551:SPC MT       -  HANSEN AZ MK                             069 53 04.3
 RU0551:UTM  13      -  HANSEN AZ MK                             073 09 51.5
 RU0551
 RU0551|---------------------------------------------------------------------|
 RU0551| PID    Reference Object                     Distance      Geod. Az  |
 RU0551|                                                           dddmmss.s |
 RU0551| CQ6672 HANSEN AZ MK                                       0722202.7 |
 RU0551| CQ6674 HANSEN RM SE                         10.506 METERS 12851     |
 RU0551| CQ6673 HANSEN RM NW                         31.160 METERS 34417     |
 RU0551|---------------------------------------------------------------------|
 RU0551
 RU0551                          SUPERSEDED SURVEY CONTROL
 RU0551
 RU0551  NAD 83(1986)-  46 06 18.53606(N)    106 06 20.76424(W) AD(       ) 1
 RU0551  NAD 27      -  46 06 18.53400(N)    106 06 18.74100(W) AD(       ) 1
 RU0551  NGVD 29 (07/19/86) 1011.6    (m)         3319.     (f) VERT ANG       
 RU0551
 RU0551.Superseded values are not recommended for survey control.
 RU0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0551.See file dsdata.txt to determine how the superseded data were derived.
 RU0551
 RU0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM1454006325(NAD 83)
 RU0551_MARKER: DS = TRIANGULATION STATION DISK
 RU0551_SETTING: 66 = SET IN ROCK OUTCROP
 RU0551_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RU0551
 RU0551  HISTORY     - Date     Condition        Report By
 RU0551  HISTORY     - 1934     MONUMENTED       CGS
 RU0551  HISTORY     - 1949     GOOD             CGS
 RU0551
 RU0551                          STATION DESCRIPTION
 RU0551
 RU0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0551'STATION IS ABOUT 12 MILES SOUTH OF HATHAWAY ON A PROMINENT
 RU0551'TIMBERED DIVIDE AT THE HEAD OF MOON CREEK.  THE RIDGE DROPS
 RU0551'OFF SHARPLY TO THE SOUTHEAST INTO A DEEP VALLEY.
 RU0551'
 RU0551'TO REACH FROM HATHAWAY GO EAST ON U.S. HIGHWAY 10, 10.5
 RU0551'MILES TO A ROAD LEADING TO THE RIGHT.  TAKE THIS ROAD SOUTH
 RU0551'18.3 MILES TO A WOODED DIVIDE.  FIFTY YARDS AFTER CROSSING
 RU0551'THE DIVIDE TURN RIGHT OFF THE ROAD AND DRIVE NORTHWEST
 RU0551'UP THE CANYON 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM
 RU0551'THIS POINT PACK UP THE RIDGE TO THE WEST ABOUT 1/2 MILE TO
 RU0551'THE HIGHEST POINT AND THE STATION.  IT IS ABOUT A 15-MINUTE
 RU0551'PACK.
 RU0551'
 RU0551'BOTH REFERENCE MARKS ARE BRONZE BOLTS, 1/4 INCH IN DIAMETER,
 RU0551'SET IN BEDROCK.  THEY ARE NOT STAMPED IN ANY WAY.  ONE REFERENCE
 RU0551'MARK IS EAST-SOUTHEAST OF THE STATION.  THE OTHER IS
 RU0551'NORTH-NORTHWEST OF THE STATION.
 RU0551'
 RU0551'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION.
 RU0551'THE MARK IS A BRONZE BOLT SET IN BEDROCK.  IT IS 1/4 INCH IN
 RU0551'DIAMETER AND PROJECTS ABOUT THE ROCK 1/2 INCH.
 RU0551'
 RU0551'A 4-FOOT STAND WAS ERECTED.
 RU0551
 RU0551                          STATION RECOVERY (1949)
 RU0551
 RU0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RU0551'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 RU0551'IN GOOD CONDITION.  A DIFFERENCE WAS NOTED AND CHECKED IN THE
 RU0551'DIRECTION TO THE AZIMUTH MARK.  A NEW DESCRIPTION TO REACH
 RU0551'IS AS FOLLOWS--
 RU0551'
 RU0551'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 22 AND
 RU0551'U.S. HIGHWAY NO. 10 AND 12 AT THE TRAFFIC LIGHT IN MILES CITY,
 RU0551'GO WESTERLY ON U.S. HIGHWAY NO. 10 AND 12 FOR 12.7
 RU0551'MILES TO A GRAVELED ROAD ON THE LEFT (SIGN ON THE RIGHT
 RU0551'MOON CREEK.  TURN LEFT AND GO SOUTHERLY ON GRAVELED ROAD
 RU0551'FOR 15.3 MILES TO A FORK (RIGHT FORK GOES TO RANCH HOUSE), KEEP
 RU0551'LEFT FOR 1.5 MILES TO TOP OF A TIMBERED HILL.  TURN RIGHT OFF
 RU0551'MAIN ROAD AND FOLLOW UP RIGHT SIDE OF DRAW FOR 0.1 MILE
 RU0551'TO END OF TRUCK TRAVEL.  FROM HERE PACK NORTH AND WEST AROUND
 RU0551'FIRST HILL THEN NORTH ALONG RIDGE FOR 3/4 MILE TO TOP OF HILL AND
 RU0551'THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 RU0551'GO EAST ACROSS DRAW FOR ABOUT 0.3 MILE TO HIGHEST POINT OF
 RU0551'RIDGE AND THE AZIMUTH MARK.
 RU0551'
 RU0551'STATIONS MOON, GARLAND, HADDOW, TONGUE 1934, SWEENEY 1934 ARE
 RU0551'VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1537 ***********************************************************************
 SS1537  DESIGNATION -  HANSEN
 SS1537  PID         -  SS1537
 SS1537  STATE/COUNTY-  MT/JUDITH BASIN
 SS1537  USGS QUAD   -  LIMESTONE BUTTE (1995)
 SS1537
 SS1537                         *CURRENT SURVEY CONTROL
 SS1537  ___________________________________________________________________
 SS1537* NAD 83(1992)-  47 13 20.12984(N)    110 43 45.93598(W)     ADJUSTED  
 SS1537* NAVD 88     -      1513.     (meters)    4964.     (feet)  SCALED    
 SS1537  ___________________________________________________________________
 SS1537  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 SS1537  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 SS1537
 SS1537  HORZ ORDER  -  SECOND
 SS1537
 SS1537.The horizontal coordinates were established by classical geodetic methods
 SS1537.and adjusted by the National Geodetic Survey in July 1992..
 SS1537
 SS1537.The orthometric height was scaled from a topographic map.
 SS1537
 SS1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1537
 SS1537.The geoid height was determined by GEOID03.
 SS1537
 SS1537;                    North         East     Units Scale Factor Converg.
 SS1537;SPC MT       -   331,001.918   506,942.945   MT  0.99939931   -0 53 57.6
 SS1537;SPC MT       - 1,085,964.30  1,663,198.64   iFT  0.99939931   -0 53 57.6
 SS1537;UTM  12      - 5,229,898.852   520,485.029   MT  0.99960516   +0 11 55.0
 SS1537
 SS1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1537!SPC MT       -   0.99976488  x   0.99939931  =   0.99916433
 SS1537!UTM  12      -   0.99976488  x   0.99960516  =   0.99937013
 SS1537
 SS1537:                Primary Azimuth Mark                     Grid Az
 SS1537:SPC MT       -  AIRWAY BCN 56 12 MI ESE BELT             013 26 16.5
 SS1537:UTM  12      -  AIRWAY BCN 56 12 MI ESE BELT             012 20 23.9
 SS1537
 SS1537|---------------------------------------------------------------------|
 SS1537| PID    Reference Object                     Distance      Geod. Az  |
 SS1537|                                                           dddmmss.s |
 SS1537| SS1522 AIRWAY BCN 56 12 MI ESE BELT        APPROX.13.0 KM 0123218.9 |
 SS1537| CQ6676 HANSEN RM 1                           7.810 METERS 02255     |
 SS1537| CQ6675 HANSEN AZ MK                                       1263141.1 |
 SS1537| CQ6677 HANSEN RM 2                           7.264 METERS 29821     |
 SS1537|---------------------------------------------------------------------|
 SS1537
 SS1537                          SUPERSEDED SURVEY CONTROL
 SS1537
 SS1537  NAD 83(1986)-  47 13 20.12731(N)    110 43 45.91906(W) AD(       ) 2
 SS1537  NAD 27      -  47 13 20.25840(N)    110 43 43.13200(W) AD(       ) 2
 SS1537
 SS1537.Superseded values are not recommended for survey control.
 SS1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1537.See file dsdata.txt to determine how the superseded data were derived.
 SS1537
 SS1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2048529899(NAD 83)
 SS1537_MARKER: DS = TRIANGULATION STATION DISK
 SS1537_SETTING: 80 = SET IN A BOULDER
 SS1537_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SS1537
 SS1537  HISTORY     - Date     Condition        Report By
 SS1537  HISTORY     - 1961     MONUMENTED       CGS
 SS1537
 SS1537                          STATION DESCRIPTION
 SS1537
 SS1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1537'STATION IS ON A GRASSY ROCK COVERED RIDGE THAT RUNS NORTHWEST
 SS1537'AND SOUTHEAST, THERE IS A HIGHER PART OF THE RIDGE TO THE
 SS1537'SOUTHEAST.  IT IS ABOUT 11-1/2 MILES WEST-SOUTHWEST OF GEYSER,
 SS1537'10 MILES NORTHWEST OF MONARCH AND 3-1/4 MILES SOUTH OF RAYNESFORD
 SS1537'ON PROPERTY OWNED BY MR. W.N. HANSEN.
 SS1537'
 SS1537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 SS1537'AND STATE HIGHWAY 427, 0.4 MILE EAST OF RAYNESFORD, GO SOUTH
 SS1537'ON STATE HIGHWAY 427 FOR 5.2 MILES TO A WIRE GATE ON THE
 SS1537'LEFT AT A T-FENCE INTERSECTION.  TURN LEFT THROUGH GATE AND
 SS1537'GO EAST ON TRACK ROAD ALONG NORTH SIDE OF FENCE LINE FOR
 SS1537'0.15 MILE TO A WIRE GATE ON THE RIGHT.  TURN LEFT AND GO
 SS1537'NORTH UP DRAW FOR 0.1 MILE TO A SADDLE.  CONTINUE AHEAD DOWN
 SS1537'INTO BASIN, THEN FOLLOW BLADED ROAD NORTHEASTERLY UP GRADE
 SS1537'FOR 1 MILE TO A SADDLE.  TURN LEFT AND GO NORTHWEST, PAST
 SS1537'A CORNER POWERLINE POLE FOR 0.25 MILE TO THE TOP OF THE HILL
 SS1537'AND A WIRE GATE.  PASS THROUGH GATE AND GO NORTH ALONG EAST
 SS1537'SIDE OF HIGH TIMBERED POINT OF RIDGE, PICKING WAY THROUGH
 SS1537'ROCKS FOR 0.55 MILE TO A FENCE CORNER.  TURN LEFT AND GO
 SS1537'NORTHWESTERLY ALONG RIGHT SIDE OF FENCE FOR 0.05 MILE TO
 SS1537'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWESTERLY FOR
 SS1537'0.35 MILE TO THE STATION ON THE LEFT.
 SS1537'
 SS1537'STATION MARK IS A STANDARD DISK, STAMPED HANSEN 1961, CEMENTED
 SS1537'IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING 2 INCHES.
 SS1537'IT IS 67 FEET SOUTHWEST OF A WIRE FENCE AND 3 FEET SOUTHWEST
 SS1537'OF A WITNESS POST.
 SS1537'
 SS1537'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HANSEN NO 1
 SS1537'1961, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER FLUSH
 SS1537'WITH THE GROUND SURFACE.  IT IS 42 FEET SOUTHWEST OF THE
 SS1537'FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 SS1537'
 SS1537'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HANSEN NO 2
 SS1537'1961, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER
 SS1537'PROJECTING 4 INCHES.  IT IS 69 FEET SOUTHWEST OF THE FENCE
 SS1537'AND ABOUT THE SAME ELEVATION AS THE STATION.
 SS1537'
 SS1537'AZIMUTH MARK IS A STANDARD DISK, STAMPED HANSEN 1961, CEMENTED
 SS1537'IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER PROJECTING 4 INCHES.
 SS1537'IT IS 6.4 FEET SOUTHWEST OF A WIRE FENCE AND 2 FEET SOUTHWEST
 SS1537'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0564 ***********************************************************************
 QY0564  DESIGNATION -  HAPPY
 QY0564  PID         -  QY0564
 QY0564  STATE/COUNTY-  MT/BEAVERHEAD
 QY0564  USGS QUAD   -  CATTLE GULCH (1988)
 QY0564
 QY0564                         *CURRENT SURVEY CONTROL
 QY0564  ___________________________________________________________________
 QY0564* NAD 83(1992)-  45 42 36.49017(N)    112 51 00.62150(W)     ADJUSTED  
 QY0564* NAVD 88     -      2652.5    (meters)    8702.     (feet)  VERTCON   
 QY0564  ___________________________________________________________________
 QY0564  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 QY0564  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 QY0564
 QY0564  HORZ ORDER  -  SECOND
 QY0564
 QY0564.The horizontal coordinates were established by classical geodetic methods
 QY0564.and adjusted by the National Geodetic Survey in July 1992..
 QY0564
 QY0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0564
 QY0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0564
 QY0564.The geoid height was determined by GEOID03.
 QY0564
 QY0564;                    North         East     Units Scale Factor Converg.
 QY0564;SPC MT       -   167,849.251   339,304.096   MT  0.99964804   -2 27 02.4
 QY0564;SPC MT       -   550,686.52  1,113,202.41   iFT  0.99964804   -2 27 02.4
 QY0564;UTM  12      - 5,063,507.111   355,991.187   MT  0.99985497   -1 19 28.6
 QY0564
 QY0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0564!SPC MT       -   0.99958618  x   0.99964804  =   0.99923436
 QY0564!UTM  12      -   0.99958618  x   0.99985497  =   0.99944121
 QY0564
 QY0564|---------------------------------------------------------------------|
 QY0564| PID    Reference Object                     Distance      Geod. Az  |
 QY0564|                                                           dddmmss.s |
 QY0564| CN3681 HAPPY RM 1                            8.522 METERS 14954     |
 QY0564| CN3680 HAPPY AZ MK                                        2281948.5 |
 QY0564| CN3682 HAPPY RM 2                            6.132 METERS 29945     |
 QY0564|---------------------------------------------------------------------|
 QY0564
 QY0564                          SUPERSEDED SURVEY CONTROL
 QY0564
 QY0564  NAD 83(1986)-  45 42 36.48943(N)    112 51 00.61990(W) AD(       ) 2
 QY0564  NAD 27      -  45 42 36.75700(N)    112 50 57.50900(W) AD(       ) 2
 QY0564  NGVD 29 (07/19/86) 2651.1    (m)         8698.     (f) VERT ANG       
 QY0564
 QY0564.Superseded values are not recommended for survey control.
 QY0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0564.See file dsdata.txt to determine how the superseded data were derived.
 QY0564
 QY0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5599163507(NAD 83)
 QY0564_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0564_SETTING: 80 = SET IN A BOULDER
 QY0564_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QY0564
 QY0564  HISTORY     - Date     Condition        Report By
 QY0564  HISTORY     - 1956     MONUMENTED       CGS
 QY0564
 QY0564                          STATION DESCRIPTION
 QY0564
 QY0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0564'THE STATION IS ABOUT 10 MILES NORTHWEST OF MELROSE, 9 MILES
 QY0564'SOUTHEAST OF THE WISE RIVER RANGER STATION, 6 MILES SOUTHWEST
 QY0564'OF DIVIDE, 5 MILES EAST OF DEWEY AND 1 MILE NORTHEAST OF TRUSTY
 QY0564'LAKE.  IT IS ON THE HIGHEST POINT OF A ROCKY RIDGE THAT IS
 QY0564'LOCALLY KNOWN AS CATTLE GULCH RIDGE.
 QY0564'
 QY0564'TO REACH THE STATION FROM THE POST OFFICE IN MELROSE, GO SOUTH
 QY0564'ON U.S. HIGHWAY 91 FOR 0.15 MILES TO A SIDE ROAD ON THE RIGHT
 QY0564'AT A SIGN GLENDALE, TURN RIGHT, CROSS A RAILROAD TRACK AND GO
 QY0564'WEST ON A GRAVELED ROAD FOR 1.6 MILES TO A Y-JUNCTION AT A
 QY0564'SIGN CANYON CREEK CAMP, BEAR RIGHT AND CONTINUE WEST FOR 1.0
 QY0564'MILE TO A Y-JUNCTION, BEAR LEFT AND CONTINUE WESTERLY FOR
 QY0564'2.9 MILES TO A SIDE ROAD RIGHT AT A GHOST TOWN AND A SIGN
 QY0564'CANYON CREEK R-S 12, TURN RIGHT AND GO NORTH FOR 1.5 MILES TO
 QY0564'A SADDLE AND A Y-JUNCTION, BEAR LEFT AND GO WEST FOR 4.6
 QY0564'MILES TO A Y-JUNCTION, BEAR RIGHT AND CONTINUE WESTERLY FOR
 QY0564'0.7 MILE TO A Y-JUNCTION, TURN RIGHT AND GO NORTHEAST UP
 QY0564'A STEEP GRADE FOR 2.4 MILES TO A Y-JUNCTION AT A SIGN
 QY0564'TRUSTY GULCH ROAD, BEAR RIGHT AND GO NORTHERLY FOR 0.8
 QY0564'MILE TO A Y-JUNCTION, BEAR RIGHT AND GO NORTH ON A DIM TRACK
 QY0564'ROAD THROUGH THE TIMBER FOR 0.8 MILE TO A TRACK ROAD ON THE
 QY0564'LEFT, KEEP RIGHT AND FOLLOW THE TRACK ROAD EAST AND NORTHEAST
 QY0564'FOR 1.0 MILE TO A GATE IN A DRIFT FENCE, TURN LEFT AND GO
 QY0564'NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.15 MILE TO
 QY0564'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY FOR 0.2
 QY0564'MILE TO THE BASE OF THE RIDGE AND THE END OF TRUCK
 QY0564'TRAVEL.  FROM THIS POINT PACK NORTH FOR ABOUT 0.25 MILE TO
 QY0564'THE HIGHEST AND THE STATION.
 QY0564'
 QY0564'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HAPPY
 QY0564'1956.
 QY0564'
 QY0564'REFERENCE MARK 1 PROJECTS 3 FEET, AND THE DISK IS STAMPED HAPPY
 QY0564'NO 1 1956.
 QY0564'
 QY0564'REFERENCE MARK 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QY0564'HAPPY NO 2 1956.
 QY0564'
 QY0564'THE AZIMUTH MARK IS 136 FEET SOUTHWEST OF THE DRIFT FENCE AND
 QY0564'3 FEET NORTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 QY0564'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED HAPPY 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0781 ***********************************************************************
 TH0781  DESIGNATION -  HAR
 TH0781  PID         -  TH0781
 TH0781  STATE/COUNTY-  MT/SHERIDAN
 TH0781  USGS QUAD   -  SCOBEY NW (1973)
 TH0781
 TH0781                         *CURRENT SURVEY CONTROL
 TH0781  ___________________________________________________________________
 TH0781* NAD 83(1992)-  48 58 53.51166(N)    105 24 30.18790(W)     ADJUSTED  
 TH0781* NAVD 88     -       766.     (meters)    2513.     (feet)  SCALED    
 TH0781  ___________________________________________________________________
 TH0781  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 TH0781  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 TH0781
 TH0781  HORZ ORDER  -  THIRD
 TH0781
 TH0781.The horizontal coordinates were established by classical geodetic methods
 TH0781.and adjusted by the National Geodetic Survey in July 1992..
 TH0781
 TH0781.The orthometric height was scaled from a topographic map.
 TH0781
 TH0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0781
 TH0781.The geoid height was determined by GEOID03.
 TH0781
 TH0781;                    North         East     Units Scale Factor Converg.
 TH0781;SPC MT       -   533,634.493   899,361.867   MT  0.99998869   +2 59 34.9
 TH0781;SPC MT       - 1,750,769.33  2,950,662.29   iFT  0.99998869   +2 59 34.9
 TH0781;UTM  13      - 5,425,483.024   470,118.643   MT  0.99961097   -0 18 29.3
 TH0781
 TH0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0781!SPC MT       -   0.99988274  x   0.99998869  =   0.99987143
 TH0781!UTM  13      -   0.99988274  x   0.99961097  =   0.99949375
 TH0781
 TH0781:                Primary Azimuth Mark                     Grid Az
 TH0781:SPC MT       -  BOUNDARY MON 539 CD US RESET             009 09 38.8
 TH0781:UTM  13      -  BOUNDARY MON 539 CD US RESET             012 27 43.0
 TH0781
 TH0781|---------------------------------------------------------------------|
 TH0781| PID    Reference Object                     Distance      Geod. Az  |
 TH0781|                                                           dddmmss.s |
 TH0781| TH0822 BOUNDARY MON 539 CD US RESET        APPROX. 2.0 KM 0120913.7 |
 TH0781|---------------------------------------------------------------------|
 TH0781
 TH0781                          SUPERSEDED SURVEY CONTROL
 TH0781
 TH0781  NAD 83(1986)-  48 58 53.51246(N)    105 24 30.18889(W) AD(       ) 3
 TH0781
 TH0781.Superseded values are not recommended for survey control.
 TH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0781.See file dsdata.txt to determine how the superseded data were derived.
 TH0781
 TH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ7011925483(NAD 83)
 TH0781_MARKER: DD = SURVEY DISK
 TH0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0781+STABILITY: SURFACE MOTION
 TH0781
 TH0781  HISTORY     - Date     Condition        Report By
 TH0781  HISTORY     - 1911     MONUMENTED       IBC
 TH0781
 TH0781                          STATION DESCRIPTION
 TH0781
 TH0781'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0781'ABOUT 1-1/4 MILES SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 359,
 TH0781'AND ABOUT ONE - HALF MILE EAST OF THE EAST FORK OF POPLAR RIVER.  THE
 TH0781'STATION IS ON A FLAT - TOPPED HILL.
 TH0781'
 TH0781'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN
 TH0781'A CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0363 ***********************************************************************
 QV0363  DESIGNATION -  HARDIN
 QV0363  PID         -  QV0363
 QV0363  STATE/COUNTY-  MT/BIG HORN
 QV0363  USGS QUAD   -  CHIMNEY CREEK (1960)
 QV0363
 QV0363                         *CURRENT SURVEY CONTROL
 QV0363  ___________________________________________________________________
 QV0363* NAD 83(1992)-  45 48 04.81432(N)    107 41 41.31511(W)     ADJUSTED  
 QV0363* NAVD 88     -       977.1    (meters)    3206.     (feet)  VERTCON   
 QV0363  ___________________________________________________________________
 QV0363  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 QV0363  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 QV0363
 QV0363  HORZ ORDER  -  THIRD
 QV0363
 QV0363.The horizontal coordinates were established by classical geodetic methods
 QV0363.and adjusted by the National Geodetic Survey in July 1992..
 QV0363
 QV0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0363
 QV0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0363
 QV0363.The geoid height was determined by GEOID03.
 QV0363
 QV0363;                    North         East     Units Scale Factor Converg.
 QV0363;SPC MT       -   174,022.555   740,268.962   MT  0.99961365   +1 19 13.8
 QV0363;SPC MT       -   570,940.14  2,428,703.94   iFT  0.99961365   +1 19 13.8
 QV0363;UTM  13      - 5,075,506.955   290,591.186   MT  1.00013915   -1 55 57.7
 QV0363
 QV0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0363!SPC MT       -   0.99984911  x   0.99961365  =   0.99946282
 QV0363!UTM  13      -   0.99984911  x   1.00013915  =   0.99998824
 QV0363
 QV0363:                Primary Azimuth Mark                     Grid Az
 QV0363:SPC MT       -  RADIO TOWER                              115 22 03.7
 QV0363:UTM  13      -  RADIO TOWER                              118 37 15.2
 QV0363
 QV0363|---------------------------------------------------------------------|
 QV0363| PID    Reference Object                     Distance      Geod. Az  |
 QV0363|                                                           dddmmss.s |
 QV0363| QV0366 RADIO TOWER                         APPROX.13.9 KM 1164117.5 |
 QV0363| QV0368 HARDIN WATER TOWER SEC              APPROX.10.5 KM 1364258.0 |
 QV0363|---------------------------------------------------------------------|
 QV0363
 QV0363                          SUPERSEDED SURVEY CONTROL
 QV0363
 QV0363  NAD 83(1986)-  45 48 04.81380(N)    107 41 41.29823(W) AD(       ) 3
 QV0363  NAD 27      -  45 48 04.90635(N)    107 41 38.95486(W) AD(       ) 3
 QV0363  NGVD 29 (07/19/86)  976.4    (m)         3203.     (f) VERT ANG       
 QV0363
 QV0363.Superseded values are not recommended for survey control.
 QV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0363.See file dsdata.txt to determine how the superseded data were derived.
 QV0363
 QV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL9059175507(NAD 83)
 QV0363_MARKER: P = PIPE CAP
 QV0363_SETTING: 0 = UNSPECIFIED SETTING
 QV0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0363
 QV0363  HISTORY     - Date     Condition        Report By
 QV0363  HISTORY     - 1950     MONUMENTED       BOR
 QV0363  HISTORY     - 1957     GOOD             USGS
 QV0363
 QV0363                          STATION DESCRIPTION
 QV0363
 QV0363'DESCRIBED BY US BUREAU OF RECLAMATION 1950
 QV0363'STATION IS LOCATED 6.2 MI. AIR NW. OF HARDIN -BIG HORN COUNTY
 QV0363'COURTHOUSE-. IT IS 1468 FT. N. OF B.L.M. CAP SECS. 25,26,35,36 T.1 N.,
 QV0363'R.32 E., ON THE HIGHEST POINT OF KNOB WHICH IS AT THE END OF LONG LOW
 QV0363'RIDGE RUNNING IN NW-SE. DIRECTION.
 QV0363'
 QV0363'TO REACH FROM HARDIN -BIG HORN COUNTY COURTHOUSE- GO W. OF THIRD ST.
 QV0363'-U.S.HIGHWAY 87- FOR TWO BLOCKS, THEN THEN TURN RIGHT ON TO N.
 QV0363'CRAWFORD ST. -MONTANA STATE HIGHWAY 47- AND GO N. ALONG HIGHWAY FOR
 QV0363'3.7 MI. THEN TURN LEFT ONTO COUNTY RD. AND GO W. FOR 3.7 MI. THEN TURN
 QV0363'LEFT ONTO COUNTY RD. AND GO W. FOR 3.7 MI. TO MAILBOX, THEN TURN RIGHT
 QV0363'AND FOLLOW TRACK RD. N. FOR 1.1 MI. TO RANCH HOUSE, THEN GO E. ALONG
 QV0363'FENCE LINE FOR 0.2 MI. TO GATE AT SECTION CORNER, PASS THROUGH THE
 QV0363'GATE AND TURN LEFT AND FOLLOW FENCE LINE N. FOR 0.3 MI. TO THE TOP OF
 QV0363'RIDGE AND STATION MARK.
 QV0363'
 QV0363'STATION MARK - STATION MARK IS A USBR BRASS CAP STAMPED ---HARDIN
 QV0363'1950--- AND RIVETED TO THE TOP OF AN IRON PIPE.
 QV0363'
 QV0363'REFERENCE MARKS - NONE.
 QV0363
 QV0363                          STATION RECOVERY (1957)
 QV0363
 QV0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QV0363'BEGINNING AT U.S. POST OFFICE, HARDIN, MONTANA, TRAVEL 1-1/2 BLOCKS
 QV0363'S. TO MAIN STREET AND U.S. HIGHWAY 87 THENCE RIGHT, TRAVEL 9 BLOCKS
 QV0363'TO CROSSROADS, CONTINUE STRAIGHT AHEAD W. ON HIGHWAY 87 2 MI. TO
 QV0363'CROSSROADS, THENCE RIGHT, TRAVEL N. 3.7 MI., THENCE LEFT, TRAVEL
 QV0363'W. 0.1 MI., THENCE RIGHT, TRAVEL N. 1.2 MI., THENCE LEFT, TRAVEL
 QV0363'W. 0.5 MI. TO N-S. FENCE, THROUGH GATE, TRAVEL W. 0.9 MI. TO TOP
 QV0363'OF RIDGE, THENCE RIGHT, LEAVE RD., FOLLOW TOP OF RIDGE THROUGH
 QV0363'SAGEBRUSH TO STATION AT VERY TOP OF HILL.
 QV0363'
 QV0363'RECOVERED AND REDESCRIBED AS FOLLOWS
 QV0363'
 QV0363'STATION IS LOCATED NW. OF HARDIN (BIG HORN COUNTY COURTHOUSE)
 QV0363'(6.2 MI. AIRLINE DISTANCE).  IT IS A 1468 FT. N. OF B.L.M.
 QV0363'CAPS SECS. 25, 26, 35, 36, T 1 N, R 32 E, AND IS ON THE HIGHEST
 QV0363'POINT OF A KNOB WHICH IS AT THE END OF A LONF LOW RIDGE RUNNING
 QV0363'IN A NW-SE. DIRECTION.
 QV0363'
 QV0363'TO REACH FROM HARDIN (BIG HORN COUNTY COURTHOUSE), GO W. OF
 QV0363'THIRD ST. (U.S. HIGHWAY 87)
 QV0363'FOR TWO BLOCKS, THEN TURN RIGHT ON TO NORTH CRAWFORD ST. (MONTANA
 QV0363'STATE HIGHWAY 47) AND GO N. ALONG HIGHWAY FOR 3.7 MI., THEN TURN
 QV0363'LEFT ON TO COUNTY RD. AND GO W. FOR 3.7 MI. TO B.G. ATKINS
 QV0363'MAILBOX, THEN TURN RIGHT AND FOLLOW TRACK RD. N. FOR 1.1 MI.
 QV0363'TO RANCH HOUSE, THEN  GO E. ALONG FENCE LINE FOR 0.2 MI. TO
 QV0363'GATE AT SECTION  CORNER, PASS THROUGH THE GATE AND TURN LEFT AND
 QV0363'FOLLOW FENCE LINE N. FOR 0.3 MI. TO THE TOP OF RIDGE AND THE
 QV0363'STATION MARK.
 QV0363'
 QV0363'STATION MARK - - A U.S. BUREAU OF RECLAMATION BRASS CAP STAMPED
 QV0363'---HARDIN 1950--- AND RIVETED TO THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0368 ***********************************************************************
 QV0368  DESIGNATION -  HARDIN WATER TOWER SEC
 QV0368  PID         -  QV0368
 QV0368  STATE/COUNTY-  MT/BIG HORN
 QV0368  USGS QUAD   -  HARDIN (1980)
 QV0368
 QV0368                         *CURRENT SURVEY CONTROL
 QV0368  ___________________________________________________________________
 QV0368* NAD 83(1992)-  45 43 57.12631(N)    107 36 08.38354(W)     ADJUSTED  
 QV0368* NAVD 88     -       893.     (meters)    2930.     (feet)  SCALED    
 QV0368  ___________________________________________________________________
 QV0368  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 QV0368  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 QV0368
 QV0368  HORZ ORDER  -  THIRD
 QV0368
 QV0368.The horizontal coordinates were established by classical geodetic methods
 QV0368.and adjusted by the National Geodetic Survey in July 1992..
 QV0368
 QV0368.The orthometric height was scaled from a topographic map.
 QV0368
 QV0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0368
 QV0368.The geoid height was determined by GEOID03.
 QV0368
 QV0368;                    North         East     Units Scale Factor Converg.
 QV0368;SPC MT       -   166,550.370   747,638.841   MT  0.99963937   +1 23 17.4
 QV0368;SPC MT       -   546,425.10  2,452,883.34   iFT  0.99963937   +1 23 17.4
 QV0368;UTM  13      - 5,067,624.738   297,528.653   MT  1.00010402   -1 51 50.9
 QV0368
 QV0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0368!SPC MT       -   0.99986235  x   0.99963937  =   0.99950176
 QV0368!UTM  13      -   0.99986235  x   1.00010402  =   0.99996635
 QV0368
 QV0368                          SUPERSEDED SURVEY CONTROL
 QV0368
 QV0368  NAD 83(1986)-  45 43 57.12459(N)    107 36 08.36822(W) AD(       ) 4
 QV0368  NAD 27      -  45 43 57.22229(N)    107 36 06.04920(W) AD(       ) 3
 QV0368
 QV0368.Superseded values are not recommended for survey control.
 QV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0368.See file dsdata.txt to determine how the superseded data were derived.
 QV0368
 QV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL9752967625(NAD 83)
 QV0368_MARKER: 54 = WATER TOWER
 QV0368
 QV0368  HISTORY     - Date     Condition        Report By
 QV0368  HISTORY     - 1957     FIRST OBSERVED   USGS
 QV0368
 QV0368                          STATION DESCRIPTION
 QV0368
 QV0368'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0368'THIS INTERSECTED STATION IS LOCATED IN THE CITY OF HARDIN -BIG HORN
 QV0368'COUNTY, MONTANA- AND IS THE CENTER OF THE KNOB AT THE TOP OF THE
 QV0368'SILVER COLORED CITY WATER TOWER.
 QV0368'
 QV0368'STATION MARK - KNOB ON TOP OF WATER TOWER WAS INTERSECTED.
 QV0368'
 QV0368'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0649 ***********************************************************************
 QY0649  DESIGNATION -  HARDY
 QY0649  PID         -  QY0649
 QY0649  STATE/COUNTY-  MT/DEER LODGE
 QY0649  USGS QUAD   -  PINE HILL (1962)
 QY0649
 QY0649                         *CURRENT SURVEY CONTROL
 QY0649  ___________________________________________________________________
 QY0649* NAD 83(1992)-  45 50 19.57988(N)    113 20 44.22818(W)     ADJUSTED  
 QY0649* NAVD 88     -      1999.2    (meters)    6559.     (feet)  VERTCON   
 QY0649  ___________________________________________________________________
 QY0649  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 QY0649  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 QY0649
 QY0649  HORZ ORDER  -  THIRD
 QY0649
 QY0649.The horizontal coordinates were established by classical geodetic methods
 QY0649.and adjusted by the National Geodetic Survey in July 1992..
 QY0649
 QY0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0649
 QY0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0649
 QY0649.The geoid height was determined by GEOID03.
 QY0649
 QY0649;                    North         East     Units Scale Factor Converg.
 QY0649;SPC MT       -   183,895.010   301,481.026   MT  0.99960024   -2 48 47.1
 QY0649;SPC MT       -   603,330.09    989,110.98   iFT  0.99960024   -2 48 47.1
 QY0649;UTM  12      - 5,078,809.760   317,847.912   MT  1.00000792   -1 40 59.4
 QY0649
 QY0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0649!SPC MT       -   0.99968869  x   0.99960024  =   0.99928906
 QY0649!UTM  12      -   0.99968869  x   1.00000792  =   0.99969661
 QY0649
 QY0649                          SUPERSEDED SURVEY CONTROL
 QY0649
 QY0649  NAD 83(1986)-  45 50 19.57747(N)    113 20 44.23082(W) AD(       ) 3
 QY0649  NGVD 29 (04/27/92) 1997.9    (m)         6555.     (f) VERT ANG       
 QY0649
 QY0649.Superseded values are not recommended for survey control.
 QY0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0649.See file dsdata.txt to determine how the superseded data were derived.
 QY0649
 QY0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR1784878810(NAD 83)
 QY0649_MARKER: DS = TRIANGULATION STATION DISK
 QY0649_SETTING: 66 = SET IN ROCK OUTCROP
 QY0649_SP_SET: SET IN ROCK OUTCROP
 QY0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0649+STABILITY: POSITION/ELEVATION WELL
 QY0649
 QY0649  HISTORY     - Date     Condition        Report By
 QY0649  HISTORY     - 1960     MONUMENTED       USGS
 QY0649
 QY0649                          STATION DESCRIPTION
 QY0649
 QY0649'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0649'LOCATED ABOUT 11.0 MI. (AIRLINE) SW. OF JUNCTION STAE HIGHWAY 43
 QY0649'AND COUNTY 274, 2.5 MI. (AIRLINE) NW. OF STAE HIGHWAY 43 AND JUST SW.
 QY0649'OF MUDD CREEK ON LOW, GRASSY RIDGE KNOWN AS PINEY RIDGE SW. OF
 QY0649'LARGE PINE GROVE AND ABOUT 200 FT. N. OF FENCE LINE.
 QY0649'
 QY0649'TO REACH FROM JUNCTION STATE 43 AND COUNTY 274, PROCEED SW. ON STATE
 QY0649'HIGHWAY 43 11.1 MI. TO NORTH FORK RD., THENCE W. ALONG GRADED
 QY0649'RD. 1.0 MI. TO T-RD. NW. ALONG TRACK RD. ABOUT 2.2 MI. TO DRAIN,
 QY0649'THENCE NE. UP W. SIDE OF GRASSY RIDGE TO LARGE PINE GROVE
 QY0649'AND STATION.
 QY0649'
 QY0649'STATION MARK - - A STANDARD TABLET CEMENTED IN SET STONE
 QY0649'STAMPED--- HARDY-ET 1960 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1685 ***********************************************************************
 SS1685  DESIGNATION -  HARDY
 SS1685  PID         -  SS1685
 SS1685  STATE/COUNTY-  MT/CASCADE
 SS1685  USGS QUAD   -  HARDY (1961)
 SS1685
 SS1685                         *CURRENT SURVEY CONTROL
 SS1685  ___________________________________________________________________
 SS1685* NAD 83(1992)-  47 13 04.01857(N)    111 48 47.69890(W)     ADJUSTED  
 SS1685* NAVD 88     -      1516.     (meters)    4974.     (feet)  SCALED    
 SS1685  ___________________________________________________________________
 SS1685  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 SS1685  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SS1685
 SS1685  HORZ ORDER  -  THIRD
 SS1685
 SS1685.The horizontal coordinates were established by classical geodetic methods
 SS1685.and adjusted by the National Geodetic Survey in July 1992..
 SS1685
 SS1685.The orthometric height was scaled from a topographic map.
 SS1685
 SS1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1685
 SS1685.The geoid height was determined by GEOID03.
 SS1685
 SS1685;                    North         East     Units Scale Factor Converg.
 SS1685;SPC MT       -   332,360.031   424,910.417   MT  0.99939903   -1 41 31.7
 SS1685;SPC MT       - 1,090,420.05  1,394,063.05   iFT  0.99939903   -1 41 31.7
 SS1685;UTM  12      - 5,229,686.743   438,424.059   MT  0.99964660   -0 35 48.8
 SS1685
 SS1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1685!SPC MT       -   0.99976456  x   0.99939903  =   0.99916373
 SS1685!UTM  12      -   0.99976456  x   0.99964660  =   0.99941124
 SS1685
 SS1685                          SUPERSEDED SURVEY CONTROL
 SS1685
 SS1685  NAD 83(1986)-  47 13 04.01841(N)    111 48 47.66538(W) AD(       ) 3
 SS1685
 SS1685.Superseded values are not recommended for survey control.
 SS1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1685.See file dsdata.txt to determine how the superseded data were derived.
 SS1685
 SS1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT3842429687(NAD 83)
 SS1685_MARKER: DS = TRIANGULATION STATION DISK
 SS1685_SETTING: 66 = SET IN ROCK OUTCROP
 SS1685_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SS1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1685
 SS1685  HISTORY     - Date     Condition        Report By
 SS1685  HISTORY     - 1891     MONUMENTED       MORC
 SS1685
 SS1685                          STATION DESCRIPTION
 SS1685
 SS1685'DESCRIBED BY MISSOURI RIVER COMMISSION 1891
 SS1685'HARDY IS ON LEFT BANK, BACK FROM RIVER, ABOUT 2-3/4 MI. FROM RAILROAD
 SS1685'STATION HARDY.  TRIANGULATION STATION IS LOCATED ON A ROCKY KNOB ABOUT
 SS1685'HALF WAY UP A LONG RIDGE, WOODED TO THE N., AND VERY HIGH, AND HAVING
 SS1685'A ROCKY POINT ON S. END.  TRIANGULATION STATION IS ON FIRST ROCKY
 SS1685'POINT BELOW WOODS, SEVERAL POINTS S. OF TRIANGULATION STATION, BUT
 SS1685'NONE SO HIGH.  MARKED BY A COPPER BOLT.
 SS1685'
 SS1685'STATION MARK--MARKED BY A COPPER BOLT.
 SS1685'
 SS1685'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0438 ***********************************************************************
 TK0438  DESIGNATION -  HARLEM ET
 TK0438  PID         -  TK0438
 TK0438  STATE/COUNTY-  MT/BLAINE
 TK0438  USGS QUAD   -  GRABLE COULEE (1964)
 TK0438
 TK0438                         *CURRENT SURVEY CONTROL
 TK0438  ___________________________________________________________________
 TK0438* NAD 83(1992)-  48 32 43.65092(N)    108 42 48.40121(W)     ADJUSTED  
 TK0438* NAVD 88     -       785.     (meters)    2575.     (feet)  SCALED    
 TK0438  ___________________________________________________________________
 TK0438  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 TK0438  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TK0438
 TK0438  HORZ ORDER  -  THIRD
 TK0438
 TK0438.The horizontal coordinates were established by classical geodetic methods
 TK0438.and adjusted by the National Geodetic Survey in July 1992..
 TK0438
 TK0438.The orthometric height was scaled from a topographic map.
 TK0438
 TK0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0438
 TK0438.The geoid height was determined by GEOID03.
 TK0438
 TK0438;                    North         East     Units Scale Factor Converg.
 TK0438;SPC MT       -   477,618.173   658,060.216   MT  0.99975279   +0 34 31.3
 TK0438;SPC MT       - 1,566,988.76  2,158,990.21   iFT  0.99975279   +0 34 31.3
 TK0438;UTM  12      - 5,379,452.962   668,755.498   MT  0.99994990   +1 42 50.9
 TK0438
 TK0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0438!SPC MT       -   0.99987959  x   0.99975279  =   0.99963241
 TK0438!UTM  12      -   0.99987959  x   0.99994990  =   0.99982949
 TK0438
 TK0438:                Primary Azimuth Mark                     Grid Az
 TK0438:SPC MT       -  WAYNE RESET                              068 15 58.1
 TK0438:UTM  12      -  WAYNE RESET                              067 07 38.5
 TK0438
 TK0438|---------------------------------------------------------------------|
 TK0438| PID    Reference Object                     Distance      Geod. Az  |
 TK0438|                                                           dddmmss.s |
 TK0438| TK0437 WAYNE RESET                         APPROX. 9.4 KM 0685029.4 |
 TK0438|---------------------------------------------------------------------|
 TK0438
 TK0438                          SUPERSEDED SURVEY CONTROL
 TK0438
 TK0438  NAD 83(1986)-  48 32 43.65571(N)    108 42 48.38630(W) AD(       ) 3
 TK0438  NAD 27      -  48 32 43.65123(N)    108 42 45.85178(W) AD(       ) 3
 TK0438
 TK0438.Superseded values are not recommended for survey control.
 TK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0438.See file dsdata.txt to determine how the superseded data were derived.
 TK0438
 TK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU6875579453(NAD 83)
 TK0438_MARKER: DD = SURVEY DISK
 TK0438_SETTING: 0 = UNSPECIFIED SETTING
 TK0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0438
 TK0438  HISTORY     - Date     Condition        Report By
 TK0438  HISTORY     - 1964     MONUMENTED       USGS
 TK0438
 TK0438                          STATION DESCRIPTION
 TK0438
 TK0438'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0438'ABOUT 3.5 MI. ENE. OF HARLEM, MONTANA, NEAR THE W. EDGE OF THE CENTER
 TK0438'OF SEC.11 T.32 N., R.23 E., ON A HIGH POINT OVERLOOKING THE MILK RIVER
 TK0438'VALLEY.  THE STATION IS JUST AT THE TOP OF THE BREAK IN SLOPE AND
 TK0438'ABOUT 500 FT. E. OF RD.
 TK0438'
 TK0438'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MONTANA
 TK0438'SECONDARY 241 IN HARLEM, MONTANA, GO E. 1.15 MI. TO A RD. FORK WHERE
 TK0438'U.S. HIGHWAY 2 TURNS S., GO STRAIGHT E. 1.3 MI. ON A GRADED GRAVEL RD.
 TK0438'TO A T-RD. N. TURN LEFT N. ON A GRADED RD. 2.0 MI. TO THE TOP OF THE
 TK0438'BLUFF OVERLOOKING THE MILK RIVER, TURN RIGHT E. LEAVING THE RD. 0.1
 TK0438'MI. TO TOP OF STATION.
 TK0438'
 TK0438'STATION MARK - STANDARD TABLET SET IN CONCRETE POST AND STAMPED
 TK0438'---HARLEM ET 1964---.
 TK0438'
 TK0438'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0762 ***********************************************************************
 RV0762  DESIGNATION -  HARLOW
 RV0762  PID         -  RV0762
 RV0762  STATE/COUNTY-  MT/WHEATLAND
 RV0762  USGS QUAD   -  HOPLEY CREEK SOUTH (1986)
 RV0762
 RV0762                         *CURRENT SURVEY CONTROL
 RV0762  ___________________________________________________________________
 RV0762* NAD 83(1992)-  46 27 25.22411(N)    109 54 14.77416(W)     ADJUSTED  
 RV0762* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 RV0762  ___________________________________________________________________
 RV0762  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 RV0762  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 RV0762
 RV0762  HORZ ORDER  -  SECOND
 RV0762
 RV0762.The horizontal coordinates were established by classical geodetic methods
 RV0762.and adjusted by the National Geodetic Survey in July 1992..
 RV0762
 RV0762.The orthometric height was scaled from a topographic map.
 RV0762
 RV0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0762
 RV0762.The geoid height was determined by GEOID03.
 RV0762
 RV0762;                    North         East     Units Scale Factor Converg.
 RV0762;SPC MT       -   245,331.003   568,973.036   MT  0.99943932   -0 17 44.2
 RV0762;SPC MT       -   804,891.74  1,866,709.44   iFT  0.99943932   -0 17 44.2
 RV0762;UTM  12      - 5,145,409.529   584,156.178   MT  0.99968705   +0 47 39.9
 RV0762
 RV0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0762!SPC MT       -   0.99979622  x   0.99943932  =   0.99923565
 RV0762!UTM  12      -   0.99979622  x   0.99968705  =   0.99948333
 RV0762
 RV0762:                Primary Azimuth Mark                     Grid Az
 RV0762:SPC MT       -  HARLOW AZ MK                             180 16 48.1
 RV0762:UTM  12      -  HARLOW AZ MK                             179 11 24.0
 RV0762
 RV0762|---------------------------------------------------------------------|
 RV0762| PID    Reference Object                     Distance      Geod. Az  |
 RV0762|                                                           dddmmss.s |
 RV0762| CQ6681 HARLOW AZ MK                                       1795903.9 |
 RV0762| CQ6682 HARLOW RM 1                          19.130 METERS 18111     |
 RV0762| RW0500 COFFIN                              APPROX.27.5 KM 2431512.1 |
 RV0762| CQ6683 HARLOW RM 2                          23.740 METERS 27056     |
 RV0762|---------------------------------------------------------------------|
 RV0762
 RV0762                          SUPERSEDED SURVEY CONTROL
 RV0762
 RV0762  NAD 83(1986)-  46 27 25.21831(N)    109 54 14.75677(W) AD(       ) 2
 RV0762  NAD 27      -  46 27 25.38300(N)    109 54 12.10100(W) AD(       ) 2
 RV0762
 RV0762.Superseded values are not recommended for survey control.
 RV0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0762.See file dsdata.txt to determine how the superseded data were derived.
 RV0762
 RV0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS8415645410(NAD 83)
 RV0762_MARKER: DS = TRIANGULATION STATION DISK
 RV0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0762
 RV0762  HISTORY     - Date     Condition        Report By
 RV0762  HISTORY     - 1934     MONUMENTED       CGS
 RV0762  HISTORY     - 1957     GOOD             USE
 RV0762
 RV0762                          STATION DESCRIPTION
 RV0762
 RV0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0762'FROM THE HARLOWTON, MONTANA HIGH SCHOOL ON STATE HIGHWAY 6,
 RV0762'HEAD WEST FOR 3.1 MILES TO RANGE LINE 14-15 EAST, TURN RIGHT
 RV0762'(NORTH) AND GO 0.7 MILE TO THE TOP OF A GRASSY HILL WHERE
 RV0762'STATION WILL BE FOUND ON THE EAST SIDE OF THE FENCE ON THE
 RV0762'EAST SIDE OF THE ROAD, 4 PACES FROM THE FENCE LINE.
 RV0762'
 RV0762'REFERENCE MARK NO. 2 IS ON THE OPPOSITE SIDE OF THE ROAD AND
 RV0762'JUST INSIDE THE FENCE LINE.
 RV0762'
 RV0762'THE AZIMUTH MARK IS JUST INSIDE THE FENCE CORNER AS THE RIGHT
 RV0762'TURN IS MADE TO LEAVE THE MAIN HIGHWAY.
 RV0762'
 RV0762'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RV0762'BRONZE DISKS.
 RV0762
 RV0762                          STATION RECOVERY (1957)
 RV0762
 RV0762'RECOVERY NOTE BY US ENGINEERS 1957
 RV0762'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RV0762'CONDITION.
 RV0762'
 RV0762'NO SEARCH WAS MADE FOR AZIMUTH MARK.
 RV0762'
 RV0762'THE TOP OF THE STATION MARK IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0591 ***********************************************************************
 RU0591  DESIGNATION -  HARPY
 RU0591  PID         -  RU0591
 RU0591  STATE/COUNTY-  MT/TREASURE
 RU0591  USGS QUAD   -  WOODS WATER (1972)
 RU0591
 RU0591                         *CURRENT SURVEY CONTROL
 RU0591  ___________________________________________________________________
 RU0591* NAD 83(1992)-  46 09 25.86964(N)    107 01 10.79640(W)     ADJUSTED  
 RU0591* NAVD 88     -      1037.5    (meters)    3404.     (feet)  VERTCON   
 RU0591  ___________________________________________________________________
 RU0591  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 RU0591  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 RU0591
 RU0591  HORZ ORDER  -  SECOND
 RU0591
 RU0591.The horizontal coordinates were established by classical geodetic methods
 RU0591.and adjusted by the National Geodetic Survey in July 1992..
 RU0591
 RU0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0591
 RU0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0591
 RU0591.The geoid height was determined by GEOID03.
 RU0591
 RU0591;                    North         East     Units Scale Factor Converg.
 RU0591;SPC MT       -   214,973.163   791,462.884   MT  0.99950310   +1 48 51.7
 RU0591;SPC MT       -   705,292.53  2,596,663.01   iFT  0.99950310   +1 48 51.7
 RU0591;UTM  13      - 5,113,494.900   344,057.306   MT  0.99989895   -1 27 25.1
 RU0591
 RU0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0591!SPC MT       -   0.99983972  x   0.99950310  =   0.99934290
 RU0591!UTM  13      -   0.99983972  x   0.99989895  =   0.99973869
 RU0591
 RU0591|---------------------------------------------------------------------|
 RU0591| PID    Reference Object                     Distance      Geod. Az  |
 RU0591|                                                           dddmmss.s |
 RU0591| CQ6684 HARPY RM 1                           11.982 METERS 10949     |
 RU0591| CQ6685 HARPY RM 2                           16.732 METERS 20653     |
 RU0591| RU0594 AGATE                               APPROX.24.0 KM 2261755.8 |
 RU0591|---------------------------------------------------------------------|
 RU0591
 RU0591                          SUPERSEDED SURVEY CONTROL
 RU0591
 RU0591  NAD 83(1986)-  46 09 25.86122(N)    107 01 10.77247(W) AD(       ) 2
 RU0591  NAD 27      -  46 09 25.89865(N)    107 01 08.59537(W) AD(       ) 2
 RU0591  NGVD 29 (07/19/86) 1036.8    (m)         3402.     (f) VERT ANG       
 RU0591
 RU0591.Superseded values are not recommended for survey control.
 RU0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0591.See file dsdata.txt to determine how the superseded data were derived.
 RU0591
 RU0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM4405713495(NAD 83)
 RU0591_MARKER: DD = SURVEY DISK
 RU0591_SETTING: 0 = UNSPECIFIED SETTING
 RU0591
 RU0591  HISTORY     - Date     Condition        Report By
 RU0591  HISTORY     - 1971     MONUMENTED       USGS
 RU0591
 RU0591                          STATION DESCRIPTION
 RU0591
 RU0591'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (EGE)
 RU0591'THE STATION IS LOCATED SOUTH 65 DEGREES WEST, ABOUT 18 MILES
 RU0591'FROM FORSYTH, MONTANA, ON THE SOUTH END AND HIGH POINT OF A LARGE
 RU0591'GRASSY HILL IN SECTION 30, TOWNSHIP 5 NORTH, RANGE 38 EAST, ON
 RU0591'LAND OWNED BY LEO DE COCK.
 RU0591'
 RU0591'TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND STATE
 RU0591'SECONDARY 415 (SARPY CREEK ROAD), GO SOUTH ON STATE SECONDARY 415,
 RU0591'7.7 MILES TO A RIGHT ANGLE BEND AND A TRACK ROAD EAST.  TURN LEFT
 RU0591'(EAST) AND GO 1.7 MILES TO ROAD FORK.  TAKE RIGHT (SOUTHEAST)
 RU0591'FORK AND GO 2.3 MILES TO A WINDMILL.  PASS WINDMILL ON LEFT AND
 RU0591'GO EAST ON TRACK ROAD 2.7 MILES TO STATION ON RIGHT.  STATION IS
 RU0591'18 FEET EAST OF TRACK ROAD AND 7 FEET WEST OF USGS WITNESS SIGN
 RU0591'ON METAL POST.
 RU0591'
 RU0591'THE STATION MARK AND REFERENCE MARKS ARE USGS BRASS TABLETS
 RU0591'SOLDERED TO COPPER COATED STEEL RODS DRIVEN TO DEPTHS INDICATED,
 RU0591'CENTERED IN GRAVEL FILLED WHITE PLASTIC PIPE, 6 INCHES IN DIAMETER
 RU0591'AND 12 INCHES LONG, SET FLUSH WITH GROUND.
 RU0591'
 RU0591'STATION MARK--THE ROD WAS DRIVEN TO 15 FEET.  THE TABLET IS
 RU0591'STAMPED HARPY ET 1971.
 RU0591'
 RU0591'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN TO 10 FEET, THE TABLET
 RU0591'IS STAMPED HARPY ET 1971 NO. 1.
 RU0591'
 RU0591'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN TO 10 FEET, THE TABLET
 RU0591'IS STAMPED HARPY ET 1971 NO. 2.
 RU0591'
 RU0591'STATION AGATE 1957 ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 RU0591'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 RU0591'
 RU0591'ALL OBSERVATIONS WERE MADE FROM STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1196 ***********************************************************************
 SR1196  DESIGNATION -  HARRIET
 SR1196  PID         -  SR1196
 SR1196  STATE/COUNTY-  MT/PHILLIPS
 SR1196  USGS QUAD   -  BELL RIDGE EAST (1954)
 SR1196
 SR1196                         *CURRENT SURVEY CONTROL
 SR1196  ___________________________________________________________________
 SR1196* NAD 83(1992)-  47 38 11.47719(N)    108 36 11.62888(W)     ADJUSTED  
 SR1196* NAVD 88     -       849.3    (meters)    2786.     (feet)  VERTCON   
 SR1196  ___________________________________________________________________
 SR1196  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 SR1196  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 SR1196
 SR1196  HORZ ORDER  -  THIRD
 SR1196
 SR1196.The horizontal coordinates were established by classical geodetic methods
 SR1196.and adjusted by the National Geodetic Survey in July 1992..
 SR1196
 SR1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1196
 SR1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1196
 SR1196.The geoid height was determined by GEOID03.
 SR1196
 SR1196;                    North         East     Units Scale Factor Converg.
 SR1196;SPC MT       -   376,687.941   667,352.080   MT  0.99945193   +0 39 21.6
 SR1196;SPC MT       - 1,235,852.82  2,189,475.33   iFT  0.99945193   +0 39 21.6
 SR1196;UTM  12      - 5,278,685.489   680,035.727   MT  0.99999832   +1 46 17.1
 SR1196
 SR1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1196!SPC MT       -   0.99986924  x   0.99945193  =   0.99932124
 SR1196!UTM  12      -   0.99986924  x   0.99999832  =   0.99986756
 SR1196
 SR1196                          SUPERSEDED SURVEY CONTROL
 SR1196
 SR1196  NAD 83(1986)-  47 38 11.47229(N)    108 36 11.61268(W) AD(       ) 3
 SR1196  NGVD 29 (06/01/92)  848.6    (m)         2784.     (f) VERT ANG       
 SR1196
 SR1196.Superseded values are not recommended for survey control.
 SR1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1196.See file dsdata.txt to determine how the superseded data were derived.
 SR1196
 SR1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT8003678685(NAD 83)
 SR1196_MARKER: DS = TRIANGULATION STATION DISK
 SR1196_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1196_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1196
 SR1196  HISTORY     - Date     Condition        Report By
 SR1196  HISTORY     - 1889     MONUMENTED       MORC
 SR1196  HISTORY     - 1953     GOOD             USGS
 SR1196
 SR1196                          STATION DESCRIPTION
 SR1196
 SR1196'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SR1196'FOLLOWING ROUTE DESCRIPTION BY MORC
 SR1196'
 SR1196'HARRIET IS ON THE LEFT BANK, ABOUT 1 MI. BACK FROM THE HEAD OF HARRIET
 SR1196'ISLAND, ON A VERY SMALL, SHARP MOUND.
 SR1196'
 SR1196'STATION RECOVERED BY USGS IN 1953.  THIS STATION OCCUPIED BY USGS FOR
 SR1196'PHOTO IDENTIFICATION ONLY.
 SR1196'
 SR1196'STATION MARK--A STANDARD MORC IRON CAP BOLTED ON TOP OF A 5 IN. IRON
 SR1196'PIPE, WHICH PROJECTS 1.0 FT. ABOVE THE GROUND.
 SR1196'
 SR1196'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0782 ***********************************************************************
 TH0782  DESIGNATION -  HARRIS
 TH0782  PID         -  TH0782
 TH0782  STATE/COUNTY-  MT/VALLEY
 TH0782  USGS QUAD   -  CARBERT (1973)
 TH0782
 TH0782                         *CURRENT SURVEY CONTROL
 TH0782  ___________________________________________________________________
 TH0782* NAD 83(1992)-  48 59 31.67190(N)    105 45 56.87067(W)     ADJUSTED  
 TH0782* NAVD 88     -       801.     (meters)    2628.     (feet)  SCALED    
 TH0782  ___________________________________________________________________
 TH0782  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 TH0782  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 TH0782
 TH0782  HORZ ORDER  -  THIRD
 TH0782
 TH0782.The horizontal coordinates were established by classical geodetic methods
 TH0782.and adjusted by the National Geodetic Survey in July 1992..
 TH0782
 TH0782.The orthometric height was scaled from a topographic map.
 TH0782
 TH0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0782
 TH0782.The geoid height was determined by GEOID03.
 TH0782
 TH0782;                    North         East     Units Scale Factor Converg.
 TH0782;SPC MT       -   533,505.557   873,176.509   MT  0.99999517   +2 43 53.7
 TH0782;SPC MT       - 1,750,346.32  2,864,752.33   iFT  0.99999517   +2 43 53.7
 TH0782;UTM  13      - 5,426,863.553   443,979.051   MT  0.99963855   -0 34 40.4
 TH0782
 TH0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0782!SPC MT       -   0.99987715  x   0.99999517  =   0.99987232
 TH0782!UTM  13      -   0.99987715  x   0.99963855  =   0.99951575
 TH0782
 TH0782:                Primary Azimuth Mark                     Grid Az
 TH0782:SPC MT       -  BOUNDARY MON 527 CD US                   308 09 18.7
 TH0782:UTM  13      -  BOUNDARY MON 527 CD US                   311 27 52.8
 TH0782
 TH0782|---------------------------------------------------------------------|
 TH0782| PID    Reference Object                     Distance      Geod. Az  |
 TH0782|                                                           dddmmss.s |
 TH0782| TH0808 BOUNDARY MON 527 CD US              APPROX. 1.3 KM 3105312.4 |
 TH0782|---------------------------------------------------------------------|
 TH0782
 TH0782                          SUPERSEDED SURVEY CONTROL
 TH0782
 TH0782  NAD 83(1986)-  48 59 31.67213(N)    105 45 56.86989(W) AD(       ) 3
 TH0782
 TH0782.Superseded values are not recommended for survey control.
 TH0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0782.See file dsdata.txt to determine how the superseded data were derived.
 TH0782
 TH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ4397926864(NAD 83)
 TH0782_MARKER: DD = SURVEY DISK
 TH0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0782+STABILITY: SURFACE MOTION
 TH0782
 TH0782  HISTORY     - Date     Condition        Report By
 TH0782  HISTORY     - 1911     MONUMENTED       IBC
 TH0782
 TH0782                          STATION DESCRIPTION
 TH0782
 TH0782'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0782'ABOUT THREE - FOURTHS MILE SOUTHEAST OF INTERNATIONAL BOUNDARY
 TH0782'MONUMENT 527, ONE - HALF MILE SOUTH OF THE UPPER CROSSING OF THE
 TH0782'INTERNATIONAL BOUNDARY BY LOST CHILD CREEK.  THE STATION IS ON THE
 TH0782'NORTH EDGE OF THE RIDGE.
 TH0782'
 TH0782'STATION MARK--A CAIRN OVER A BRONZE DISK SET IN A CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0581 ***********************************************************************
 QY0581  DESIGNATION -  HARRISON
 QY0581  PID         -  QY0581
 QY0581  STATE/COUNTY-  MT/BEAVERHEAD
 QY0581  USGS QUAD   -  TASH PEAK (1988)
 QY0581
 QY0581                         *CURRENT SURVEY CONTROL
 QY0581  ___________________________________________________________________
 QY0581* NAD 83(1992)-  45 15 14.79805(N)    113 13 31.65135(W)     ADJUSTED  
 QY0581* NAVD 88     -      2834.0    (meters)    9298.     (feet)  VERTCON   
 QY0581  ___________________________________________________________________
 QY0581  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 QY0581  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 QY0581
 QY0581  HORZ ORDER  -  SECOND
 QY0581
 QY0581.The horizontal coordinates were established by classical geodetic methods
 QY0581.and adjusted by the National Geodetic Survey in July 1992..
 QY0581
 QY0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0581
 QY0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0581
 QY0581.The geoid height was determined by GEOID03.
 QY0581
 QY0581;                    North         East     Units Scale Factor Converg.
 QY0581;SPC MT       -   118,555.123   307,712.721   MT  0.99985697   -2 43 30.7
 QY0581;SPC MT       -   388,960.38  1,009,556.17   iFT  0.99985697   -2 43 30.7
 QY0581;UTM  12      - 5,013,588.733   325,377.172   MT  0.99997494   -1 34 51.6
 QY0581
 QY0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0581!SPC MT       -   0.99955774  x   0.99985697  =   0.99941477
 QY0581!UTM  12      -   0.99955774  x   0.99997494  =   0.99953269
 QY0581
 QY0581|---------------------------------------------------------------------|
 QY0581| PID    Reference Object                     Distance      Geod. Az  |
 QY0581|                                                           dddmmss.s |
 QY0581| CN3686 HARRISON RM 1                         8.928 METERS 22129     |
 QY0581| CN3687 HARRISON RM 2                         4.905 METERS 33653     |
 QY0581| CN3685 HARRISON AZ MK                                     3555806.6 |
 QY0581|---------------------------------------------------------------------|
 QY0581
 QY0581                          SUPERSEDED SURVEY CONTROL
 QY0581
 QY0581  NAD 83(1986)-  45 15 14.79741(N)    113 13 31.64840(W) AD(       ) 2
 QY0581  NAD 27      -  45 15 15.07100(N)    113 13 28.47700(W) AD(       ) 2
 QY0581  NGVD 29 (07/19/86) 2832.5    (m)         9293.     (f) VERT ANG       
 QY0581
 QY0581.Superseded values are not recommended for survey control.
 QY0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0581.See file dsdata.txt to determine how the superseded data were derived.
 QY0581
 QY0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR2537713589(NAD 83)
 QY0581_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0581_SETTING: 80 = SET IN A BOULDER
 QY0581_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QY0581
 QY0581  HISTORY     - Date     Condition        Report By
 QY0581  HISTORY     - 1956     MONUMENTED       CGS
 QY0581
 QY0581                          STATION DESCRIPTION
 QY0581
 QY0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0581'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH, ROCKY, HILL
 QY0581'WHICH LIES AT THE HEAD OF FOX AND HARRISON CREEKS AND IS
 QY0581'ABOUT 30 MILES WEST OF DILLON, ABOUT 15 MILES EAST SOUTHEAST
 QY0581'OF JACKSON.  THE STATION HILL IS THE MOST SOUTHERLY OF SEVERAL
 QY0581'ROCKY KNOLLS OF ABOUT EQUAL HEIGHT.
 QY0581'
 QY0581'TO REACH FROM THE VILLAGE OF JACKSON.  GO SOUTH AND EAST,
 QY0581'TOWARD DILLON, FOR 5.6 MILES.  TURN RIGHT, AS PER THE SIGN
 QY0581'READING GOVERNOR CREEK, AND GO WEST FOR 0.7 MILE.  TURN LEFT
 QY0581'AND GO SOUTH FOR 0.4 MILE.  PASS THROUGH A BOARD GATE AND CONTINUE
 QY0581'SOUTH FOR 1.8 MILES.  PASS THROUGH A BOARD GATE AND CONTINUE
 QY0581'SOUTH FOR 0.5 MILE.  TURN LEFT, ONTO A TRACK ROAD, AND GO
 QY0581'EASTERLY FOR 2.7 MILES.  CROSS OVER AN IRRIGATION DITCH AND
 QY0581'CONTINUE EASTERLY FOR 0.8 MILE TO A SALT LICK.  CONTINUE
 QY0581'STRAIGHT AHEAD, NORTHEASTERLY, FOR 2.3 MILES.  BEAR TO THE
 QY0581'SOUTH, ALONG THE EDGE OF THE TIMBER FOR ABOUT 0.4 MILE TO A
 QY0581'NORTH-SOUTH CREEK AND THE END OF TRUCK TRAVEL.  FROM THIS
 QY0581'POINT PACK EASTERLY, THROUGH THE TIMBER, FOR ABOUT 0.5
 QY0581'MILE TO THE CREST OF THE RIDGE.  TURN RIGHT AND FOLLOW THE
 QY0581'ROCKY RIDGE SOUTHERLY FOR ABOUT 0.1 MILE TO THE AZIMUTH
 QY0581'MARK.  CONTINUE SOUTH FOR ABOUT 0.6 MILE TO THE HIGH
 QY0581'POINT AND THE STATION.  THIS IS ABOUT A 2 HOUR PACK.
 QY0581'
 QY0581'THE STATION MARK PROJECTS 1 FOOT, AND THE DISK IS STAMPED
 QY0581'HARRISON 1956.
 QY0581'
 QY0581'REFERENCE MARK 1 IS IN A BOULDER WHICH IS ABOUT 3 FEET IN
 QY0581'DIAMETER AND PROJECTS 10 INCHES.  IT IS AT ABOUT THE SAME
 QY0581'ELEVATION AS THE STATION, AND THE DISK IS STAMPED HARRISON NO 1
 QY0581'1956.
 QY0581'
 QY0581'REFERENCE MARK 2 IS IN A 2 FT X 4 FT BOULDER WHICH PROJECTS 2
 QY0581'FEET.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE STATION,
 QY0581'AND THE DISK IS STAMPED HARRISON NO 2 1956.
 QY0581'
 QY0581'THE AZIMUTH MARK IS 30 FEET EAST OF A CAIRN AND ON THE SOUTH
 QY0581'SUMMIT OF A ROCKY KNOLL.  IT PROJECTS 1 FOOT AND THE DISK IS
 QY0581'STAMPED HARRISON 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1666 ***********************************************************************
 SS1666  DESIGNATION -  HARVEY
 SS1666  PID         -  SS1666
 SS1666  STATE/COUNTY-  MT/CHOUTEAU
 SS1666  USGS QUAD   -  O'HANLON COULEE (1953)
 SS1666
 SS1666                         *CURRENT SURVEY CONTROL
 SS1666  ___________________________________________________________________
 SS1666* NAD 83(1992)-  47 50 39.35887(N)    110 34 01.36750(W)     ADJUSTED  
 SS1666* NAVD 88     -       874.     (meters)    2867.     (feet)  SCALED    
 SS1666  ___________________________________________________________________
 SS1666  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 SS1666  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 SS1666
 SS1666  HORZ ORDER  -  THIRD
 SS1666
 SS1666.The horizontal coordinates were established by classical geodetic methods
 SS1666.and adjusted by the National Geodetic Survey in July 1992..
 SS1666
 SS1666.The orthometric height was scaled from a topographic map.
 SS1666
 SS1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1666
 SS1666.The geoid height was determined by GEOID03.
 SS1666
 SS1666;                    North         East     Units Scale Factor Converg.
 SS1666;SPC MT       -   399,932.142   520,174.470   MT  0.99949815   -0 46 50.0
 SS1666;SPC MT       - 1,312,113.33  1,706,609.15   iFT  0.99949815   -0 46 50.0
 SS1666;UTM  12      - 5,299,082.043   532,393.432   MT  0.99961289   +0 19 15.5
 SS1666
 SS1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1666!SPC MT       -   0.99986540  x   0.99949815  =   0.99936362
 SS1666!UTM  12      -   0.99986540  x   0.99961289  =   0.99947834
 SS1666
 SS1666                          SUPERSEDED SURVEY CONTROL
 SS1666
 SS1666  NAD 83(1986)-  47 50 39.35513(N)    110 34 01.34668(W) AD(       ) 3
 SS1666
 SS1666.Superseded values are not recommended for survey control.
 SS1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1666.See file dsdata.txt to determine how the superseded data were derived.
 SS1666
 SS1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT3239399082(NAD 83)
 SS1666_MARKER: DS = TRIANGULATION STATION DISK
 SS1666_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1666_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1666
 SS1666  HISTORY     - Date     Condition        Report By
 SS1666  HISTORY     - 1889     MONUMENTED       MORC
 SS1666  HISTORY     - 1952     GOOD             USGS
 SS1666
 SS1666                          STATION DESCRIPTION
 SS1666
 SS1666'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SS1666'RECOVERED BY USGS IN 1952 AND REDESCRIBED AS FOLLOWS
 SS1666'
 SS1666'TO REACH THE STATION FROM FT. BENTON POST OFFICE, GO E. ALONG STATE
 SS1666'HIGHWAY 15 2.8 MI. TO A FARM RD. N., THENCE N. 0.4 MI., TURN RIGHT
 SS1666'AND GO 1.1 MI. E., TURN LEFT AND GO 0.8 MI. IN A NE. DIRECTION TO A
 SS1666'FARMSTEAD IN A DRAW, THENCE NW. ON A WINDING RD. 0.3 MI. TO A STOCK
 SS1666'GAP AT A FIELD CORNER, THENCE N. ON A WINDING PASTURE TRAIL 1.0 MI.
 SS1666'TO A FENCE CORNER ON THE LEFT AT THE HEAD OF A DRAW.  STATION IS ABOUT
 SS1666'0.5 MI. ALONG THE TRAIL N. FROM THE FENCE CORNER AND 54 FT. W. OF THE
 SS1666'TRAIL CENTERLINE, ON TOP OF A PROMINENT KNOLL OVERLOOKING THE MISSOURI
 SS1666'RIVER TO THE W.
 SS1666'
 SS1666'STATION MARK--STANDARD MORC MONUMENT WITH AN IRON PIPE AND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1027 ***********************************************************************
 RX1027  DESIGNATION -  HARVEY
 RX1027  PID         -  RX1027
 RX1027  STATE/COUNTY-  MT/GRANITE
 RX1027  USGS QUAD   -  HARVEY POINT (1989)
 RX1027
 RX1027                         *CURRENT SURVEY CONTROL
 RX1027  ___________________________________________________________________
 RX1027* NAD 83(1992)-  46 36 54.20754(N)    113 23 45.81067(W)     ADJUSTED  
 RX1027* NAVD 88     -      1929.51   (+/-2cm)    6330.4    (feet)  VERTCON   
 RX1027  ___________________________________________________________________
 RX1027  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 RX1027  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 RX1027
 RX1027  HORZ ORDER  -  THIRD
 RX1027  VERT ORDER  -  THIRD ? (See Below)
 RX1027
 RX1027.The horizontal coordinates were established by classical geodetic methods
 RX1027.and adjusted by the National Geodetic Survey in July 1992..
 RX1027
 RX1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1027.The vertical order pertains to the NGVD 29 superseded value.
 RX1027
 RX1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1027
 RX1027.The geoid height was determined by GEOID03.
 RX1027
 RX1027;                    North         East     Units Scale Factor Converg.
 RX1027;SPC MT       -   270,226.712   301,857.014   MT  0.99941656   -2 50 59.9
 RX1027;SPC MT       -   886,570.58    990,344.53   iFT  0.99941656   -2 50 59.9
 RX1027;UTM  12      - 5,165,177.029   316,537.048   MT  1.00001373   -1 44 30.6
 RX1027
 RX1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1027!SPC MT       -   0.99969977  x   0.99941656  =   0.99911651
 RX1027!UTM  12      -   0.99969977  x   1.00001373  =   0.99971350
 RX1027
 RX1027                          SUPERSEDED SURVEY CONTROL
 RX1027
 RX1027  NAD 83(1986)-  46 36 54.21674(N)    113 23 45.80667(W) AD(       ) 3
 RX1027  NGVD 29 (05/15/92) 1928.36   (m)         6326.6    (f) LEVELING    3  
 RX1027
 RX1027.Superseded values are not recommended for survey control.
 RX1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1027.See file dsdata.txt to determine how the superseded data were derived.
 RX1027
 RX1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS1653765177(NAD 83)
 RX1027_MARKER: DD = SURVEY DISK
 RX1027_SETTING: 0 = UNSPECIFIED SETTING
 RX1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1027
 RX1027  HISTORY     - Date     Condition        Report By
 RX1027  HISTORY     - 1905     MONUMENTED       USGS
 RX1027
 RX1027                          STATION DESCRIPTION
 RX1027
 RX1027'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 RX1027'RECOVERED BY USGS IN 1957.  THE 1905 DATA IS SUPERCEDED AS FOLLOWS
 RX1027'
 RX1027'THE OLD TABLET WAS RECOVERED BUT WAS BUSTED IN HALF.  A NEW TABLET
 RX1027'WAS CEMENTED IN THE OLD DRILL HOLE AND STAMPED---HARVEY 1957---.
 RX1027'A THIRD-ORDER LEVEL ELEVATION WAS ESTABLISHED BY USGS ON THE TABLET,
 RX1027'ELEVATION 6326.733.
 RX1027'
 RX1027'STATION MARK IS APPROXIMATELY 10 AIRLINE MI. WNW. OF HALL, MONTANA,
 RX1027'13 AIRLINE MI. WSW. OF DRUMMOND ON A WOODED HILL AT THE SIGHT OF THE
 RX1027'DISMANTLED HARVEY LOOKOUT TOWER IN THE SW. COR. OF SEC. 17, T 10 N,
 RX1027'R 14 W.
 RX1027'
 RX1027'TO REACH THE STATION FROM DRUMMOND, MONTANA, GO S. ON HIGHWAY 10 W.
 RX1027'3.9 MI. TO A GRAVEL RD. W.  TURN RIGHT 2.0 MI. TO A Y-RD. JUNCTION
 RX1027'AT AN IRRIGATION DITCH, TURN RIGHT ON RD. UP COW CREEK 5.8 MI. W.
 RX1027'AND S. TO RD. TO THE RIGHT THRU FENCE.  TURN RIGHT 0.3 MI. TO Y-RD.
 RX1027'JUNCTION, TURN LEFT ACROSS DRAIN 0.6 MI. TO ANOTHER Y-RD. JUNCTION,
 RX1027'TURN RIGHT 0.5 MI. TO GATE IN FENCE, CONTINUE STRAIGHT AHEAD ON
 RX1027'LOGGING RD. 2.6 MI. TO TOP OF RIDGE AND CROSSROAD.  TURN LEFT 0.6 MI.
 RX1027'ALONG RIDGE TO SIGHT OF STATION.
 RX1027'
 RX1027'STATION IS 88.59 FT. FROM CENTER OF FOOTINGS OF OLD HARVEY LOOKOUT
 RX1027'TOWER, 296 FT. FROM FENCE CORNER AND SEC. COR. OF SECS. 17, 18, 19,
 RX1027'20, T 10 N, R 14 W.
 RX1027'
 RX1027'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED IN ROCK AND
 RX1027'STAMPED---HARVEY 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0865 ***********************************************************************
 TM0865  DESIGNATION -  HARWOOD
 TM0865  PID         -  TM0865
 TM0865  STATE/COUNTY-  MT/GLACIER
 TM0865  USGS QUAD   -  RIMROCK RANCH (1968)
 TM0865
 TM0865                         *CURRENT SURVEY CONTROL
 TM0865  ___________________________________________________________________
 TM0865* NAD 83(1992)-  48 45 13.39993(N)    112 48 54.60880(W)     ADJUSTED  
 TM0865* NAVD 88     -      1399.1    (meters)    4590.     (feet)  VERTCON   
 TM0865  ___________________________________________________________________
 TM0865  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 TM0865  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 TM0865
 TM0865  HORZ ORDER  -  SECOND
 TM0865
 TM0865.The horizontal coordinates were established by classical geodetic methods
 TM0865.and adjusted by the National Geodetic Survey in July 1992..
 TM0865
 TM0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0865
 TM0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0865
 TM0865.The geoid height was determined by GEOID03.
 TM0865
 TM0865;                    North         East     Units Scale Factor Converg.
 TM0865;SPC MT       -   505,638.969   356,336.780   MT  0.99985798   -2 25 30.2
 TM0865;SPC MT       - 1,658,920.50  1,169,083.92   iFT  0.99985798   -2 25 30.2
 TM0865;UTM  12      - 5,401,668.085   366,583.490   MT  0.99981868   -1 21 54.0
 TM0865
 TM0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0865!SPC MT       -   0.99978308  x   0.99985798  =   0.99964109
 TM0865!UTM  12      -   0.99978308  x   0.99981868  =   0.99960180
 TM0865
 TM0865:                Primary Azimuth Mark                     Grid Az
 TM0865:SPC MT       -  MOUNTAIN STS ATT MICROWAVE MST           019 59 57.2
 TM0865:UTM  12      -  MOUNTAIN STS ATT MICROWAVE MST           018 56 21.0
 TM0865
 TM0865|---------------------------------------------------------------------|
 TM0865| PID    Reference Object                     Distance      Geod. Az  |
 TM0865|                                                           dddmmss.s |
 TM0865| TM0844 MOUNTAIN STS ATT MICROWAVE MST      APPROX.16.8 KM 0173427.0 |
 TM0865| CN3689 HARWOOD RM 1                         19.843 METERS 04400     |
 TM0865| CN3690 HARWOOD RM 2                         19.383 METERS 12640     |
 TM0865| CN3688 HARWOOD AZ MK                                      1305111.8 |
 TM0865|---------------------------------------------------------------------|
 TM0865
 TM0865                          SUPERSEDED SURVEY CONTROL
 TM0865
 TM0865  NAD 83(1986)-  48 45 13.40626(N)    112 48 54.60128(W) AD(       ) 2
 TM0865  NAD 27      -  48 45 13.47508(N)    112 48 51.31083(W) AD(       ) 2
 TM0865  NGVD 29 (07/19/86) 1397.9    (m)         4586.     (f) VERT ANG       
 TM0865
 TM0865.Superseded values are not recommended for survey control.
 TM0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0865.See file dsdata.txt to determine how the superseded data were derived.
 TM0865
 TM0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUV6658301668(NAD 83)
 TM0865_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0865
 TM0865  HISTORY     - Date     Condition        Report By
 TM0865  HISTORY     - 1964     MONUMENTED       CGS
 TM0865
 TM0865                          STATION DESCRIPTION
 TM0865
 TM0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0865'THE STATION IS ABOUT 24 MILES WEST-NORTHWEST OF CUT BANK,
 TM0865'16-1/4 MILES NORTHEAST OF BROWNING, ON THE EXTREME NORTHWEST
 TM0865'EDGE AND ON THE HIGHEST POINT OF A NORTHWEST-SOUTHEAST RIDGE.
 TM0865'
 TM0865'TO REACH THE STATION FROM THE POST OFFICE IN CUT BANK, GO EAST
 TM0865'FOR 0.1 MILE TO A STOP LIGHT AND THE JUNCTION WITH U.S. HIGHWAY
 TM0865'2.  TURN LEFT AND GO NORTH THEN WEST ON U.S. HIGHWAY 2 FOR 19.5
 TM0865'MILES TO THE JUNCTION OF STATE HIGHWAY 444, TURN RIGHT, NORTH, ON
 TM0865'STATE HIGHWAY 444 FOR 6.25 MILES TO END OF THE PAVEMENT.
 TM0865'CONTINUE AHEAD ON GRAVEL ROAD FOR 3.25 MILES TO A CROSSROAD AND A
 TM0865'GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE AND GO
 TM0865'WEST ON GRAVEL ROAD FOR 0.5 MILE TO A GATE, PASS THROUGH THE
 TM0865'GATE AND CONTINUE FOR 1.6 MILES TO A SADDLE OF RIDGE.  HERE
 TM0865'TURN LEFT AND GO WEST AND SOUTH, ACROSS COUNTRY, WORKING
 TM0865'YOUR WAY AROUND THE FIRST HIGHEST POINT FOR 0.4 MILE TO A
 TM0865'WIRE GATE AT TOP OF RIDGE AND TRACK ROAD.  PASS THROUGH THE
 TM0865'GATE AND FOLLOW TRACK ROAD WEST-NORTHWEST FOR 0.5 MILE TO
 TM0865'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.4 MILE
 TM0865'TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 TM0865'
 TM0865'THE STATION MARK IS A STANDARD DISK, STAMPED HARWOOD 1964, SET
 TM0865'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 TM0865'INCHES.  IT IS 121 FEET EAST OF THE WEST SLOPE OF THE RIDGE,
 TM0865'110 FEET SOUTH OF THE NORTH SLOPE OF THE RIDGE AND 5.8 FEET
 TM0865'SOUTHEAST OF A METAL WITNESS POST.
 TM0865'
 TM0865'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARWOOD NO 1 1964,
 TM0865'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 TM0865'INCHES.  IT IS 186 FEET EAST OF THE WEST SLOPE OF RIDGE, 110
 TM0865'FEET SOUTH OF THE NORTH SLOPE OF THE RIDGE AND ABOUT 1-1/2
 TM0865'FEET LOWER THAN THE STATION.
 TM0865'
 TM0865'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARWOOD NO 2 1964,
 TM0865'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 TM0865'4 INCHES.  IT IS 174 FEET SOUTH OF THE NORTH SLOPE OF THE RIDGE,
 TM0865'96 FEET EAST OF THE WEST SLOPE OF THE RIDGE AND ABOUT 1-1/2
 TM0865'FEET LOWER THAN THE STATION.
 TM0865'
 TM0865'AZIMUTH MARK IS A STANDARD DISK, STAMPED HARWOOD 1964, SET
 TM0865'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 TM0865'INCHES.  IT IS 74 FEET WEST OF THE CENTERLINE OF A TRACK ROAD,
 TM0865'64 FEET EAST OF THE WEST SLOPE OF THE RIDGE, 3 FEET
 TM0865'NORTH-NORTHWEST OF A METAL WITNESS POST AND SLIGHTLY LOWER IN
 TM0865'ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0839 ***********************************************************************
 TN0839  DESIGNATION -  HASKILL ET
 TN0839  PID         -  TN0839
 TN0839  STATE/COUNTY-  MT/FLATHEAD
 TN0839  USGS QUAD   -  HASKILL MOUNTAIN (1994)
 TN0839
 TN0839                         *CURRENT SURVEY CONTROL
 TN0839  ___________________________________________________________________
 TN0839* NAD 83(1992)-  48 02 41.16304(N)    114 33 20.94400(W)     ADJUSTED  
 TN0839* NAVD 88     -      1919.0    (meters)    6296.     (feet)  VERTCON   
 TN0839  ___________________________________________________________________
 TN0839  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 TN0839  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TN0839
 TN0839  HORZ ORDER  -  THIRD
 TN0839
 TN0839.The horizontal coordinates were established by classical geodetic methods
 TN0839.and adjusted by the National Geodetic Survey in July 1992..
 TN0839
 TN0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0839
 TN0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0839
 TN0839.The geoid height was determined by GEOID03.
 TN0839
 TN0839;                    North         East     Units Scale Factor Converg.
 TN0839;SPC MT       -   433,828.032   223,463.552   MT  0.99955537   -3 41 54.1
 TN0839;SPC MT       - 1,423,320.31    733,148.14   iFT  0.99955537   -3 41 54.1
 TN0839;UTM  11      - 5,324,166.257   682,161.405   MT  1.00000775   +1 49 05.4
 TN0839
 TN0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0839!SPC MT       -   0.99970175  x   0.99955537  =   0.99925725
 TN0839!UTM  11      -   0.99970175  x   1.00000775  =   0.99970950
 TN0839
 TN0839:                Primary Azimuth Mark                     Grid Az
 TN0839:SPC MT       -  MARION                                   300 22 38.3
 TN0839:UTM  11      -  MARION                                   294 51 38.8
 TN0839
 TN0839|---------------------------------------------------------------------|
 TN0839| PID    Reference Object                     Distance      Geod. Az  |
 TN0839|                                                           dddmmss.s |
 TN0839| TN0840 MARION                              APPROX.10.6 KM 2964044.2 |
 TN0839|---------------------------------------------------------------------|
 TN0839
 TN0839                          SUPERSEDED SURVEY CONTROL
 TN0839
 TN0839  NAD 83(1986)-  48 02 41.17487(N)    114 33 20.94354(W) AD(       ) 3
 TN0839  NAD 27      -  48 02 41.33209(N)    114 33 17.52002(W) AD(       ) 3
 TN0839  NGVD 29 (07/19/86) 1917.8    (m)         6292.     (f) VERT ANG       
 TN0839
 TN0839.Superseded values are not recommended for survey control.
 TN0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0839.See file dsdata.txt to determine how the superseded data were derived.
 TN0839
 TN0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP8216124166(NAD 83)
 TN0839_MARKER: DD = SURVEY DISK
 TN0839_SETTING: 66 = SET IN ROCK OUTCROP
 TN0839_SP_SET: SET IN A ROCK LEDGE
 TN0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0839+STABILITY: POSITION/ELEVATION WELL
 TN0839
 TN0839  HISTORY     - Date     Condition        Report By
 TN0839  HISTORY     - 1964     MONUMENTED       USGS
 TN0839
 TN0839                          STATION DESCRIPTION
 TN0839
 TN0839'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TN0839'LOCATED ABOUT 12 MI. (AIRLINE) SW. OF KILA, MONTANA, AND ABOUT 2 MI.
 TN0839'W. OF BROWNS MEADOW.
 TN0839'
 TN0839'TO REACH FROM KALISPELL, MONTANA, GO 8.7 MI. SW. ON U.S. HIGHWAY 2 TO
 TN0839'A GRADED RD. S.  GO LEFT 1.8 MI. TO A RD. FORK AND CONTINUE S. 1.3 MI.
 TN0839'TO A Y-RD. AND SIGN TO HASKILL L.O.  GO RIGHT 5.6 MI. TO ANOTHER Y-RD.
 TN0839'AND SIGN TO HASKILL L.O.  TAKE RIGHT FORK 4 MI. UP STEEP TRACK RD. TO
 TN0839'STATION SITE.
 TN0839'
 TN0839'STATION MARK--STANDARD TABLET, STAMPED ---HASKILL ET 1964---, CEMENTED
 TN0839'IN LEDGE ROCK 1.5 FT. S. AND 8.5 FT. W. OF THE SW. CORNER OF THE SW.
 TN0839'CABIN.
 TN0839'
 TN0839'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0838 ***********************************************************************
 TN0838  DESIGNATION -  HASKILL LO
 TN0838  PID         -  TN0838
 TN0838  STATE/COUNTY-  MT/FLATHEAD
 TN0838  USGS QUAD   -  HASKILL MOUNTAIN (1994)
 TN0838
 TN0838                         *CURRENT SURVEY CONTROL
 TN0838  ___________________________________________________________________
 TN0838* NAD 83(1992)-  48 02 41.28249(N)    114 33 20.36016(W)     ADJUSTED  
 TN0838* NAVD 88     -      1920.9    (meters)    6302.     (feet)  VERTCON   
 TN0838  ___________________________________________________________________
 TN0838  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 TN0838  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TN0838
 TN0838  HORZ ORDER  -  THIRD
 TN0838
 TN0838.The horizontal coordinates were established by classical geodetic methods
 TN0838.and adjusted by the National Geodetic Survey in July 1992..
 TN0838
 TN0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0838
 TN0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0838
 TN0838.The geoid height was determined by GEOID03.
 TN0838
 TN0838;                    North         East     Units Scale Factor Converg.
 TN0838;SPC MT       -   433,830.933   223,475.852   MT  0.99955538   -3 41 53.6
 TN0838;SPC MT       - 1,423,329.83    733,188.49   iFT  0.99955538   -3 41 53.6
 TN0838;UTM  11      - 5,324,170.328   682,173.374   MT  1.00000780   +1 49 05.8
 TN0838
 TN0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0838!SPC MT       -   0.99970145  x   0.99955538  =   0.99925697
 TN0838!UTM  11      -   0.99970145  x   1.00000780  =   0.99970925
 TN0838
 TN0838:                Primary Azimuth Mark                     Grid Az
 TN0838:SPC MT       -  BLACKTAIL LO ET                          108 24 55.6
 TN0838:UTM  11      -  BLACKTAIL LO ET                          102 53 56.2
 TN0838
 TN0838|---------------------------------------------------------------------|
 TN0838| PID    Reference Object                     Distance      Geod. Az  |
 TN0838|                                                           dddmmss.s |
 TN0838| TN0821 BLACKTAIL LO ET                     APPROX.14.8 KM 1044302.0 |
 TN0838|---------------------------------------------------------------------|
 TN0838
 TN0838                          SUPERSEDED SURVEY CONTROL
 TN0838
 TN0838  NAD 83(1986)-  48 02 41.28992(N)    114 33 20.35012(W) AD(       ) 3
 TN0838  NAD 27      -  48 02 41.45055(N)    114 33 16.86702(W) AD(       ) 3
 TN0838  NGVD 29 (07/19/86) 1919.7    (m)         6298.     (f) VERT ANG       
 TN0838
 TN0838.Superseded values are not recommended for survey control.
 TN0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0838.See file dsdata.txt to determine how the superseded data were derived.
 TN0838
 TN0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP8217324170(NAD 83)
 TN0838_MARKER: 57 = LOOKOUT TOWER
 TN0838
 TN0838  HISTORY     - Date     Condition        Report By
 TN0838  HISTORY     - 1960     FIRST OBSERVED   USGS
 TN0838
 TN0838                          STATION DESCRIPTION
 TN0838
 TN0838'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 TN0838'LOCATED ABOUT 12 MI. (AIRLINE) SW. OF KILA, MONTANA, AND ABOUT 2 MI.
 TN0838'W. OF BROWNS MEADOW.
 TN0838'
 TN0838'TO REACH FROM KALISPELL, MONTANA, GO 8.7 MI. SW. ON U.S. HIGHWAY 2 TO
 TN0838'A GRADED RD. S.  GO LEFT 1.8 MI. TO A RD. FORK AND CONTINUE S. 1.3
 TN0838'MI. TO A Y-RD. AND SIGN TO HASKILL L.O.  GO RIGHT 5.6 MI. TO ANOTHER
 TN0838'Y-RD. AND SIGN TO HASKILL L.O.  TAKE RIGHT FORK 4 MI. UP STEEP TRACK
 TN0838'RD. TO STATION SITE.
 TN0838'
 TN0838'STATION MARK--CENTER OF FIRE LOOKOUT.
 TN0838'
 TN0838'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0601 ***********************************************************************
 TL0601  DESIGNATION -  HASQUET
 TL0601  PID         -  TL0601
 TL0601  STATE/COUNTY-  MT/TOOLE
 TL0601  USGS QUAD   -  VIRDEN (1986)
 TL0601
 TL0601                         *CURRENT SURVEY CONTROL
 TL0601  ___________________________________________________________________
 TL0601* NAD 83(1992)-  48 32 27.48317(N)    111 57 25.30750(W)     ADJUSTED  
 TL0601* NAVD 88     -      1083.     (meters)    3553.     (feet)  SCALED    
 TL0601  ___________________________________________________________________
 TL0601  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 TL0601  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 TL0601
 TL0601  HORZ ORDER  -  THIRD
 TL0601
 TL0601.The horizontal coordinates were established by classical geodetic methods
 TL0601.and adjusted by the National Geodetic Survey in July 1992..
 TL0601
 TL0601.The orthometric height was scaled from a topographic map.
 TL0601
 TL0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0601
 TL0601.The geoid height was determined by GEOID03.
 TL0601
 TL0601;                    North         East     Units Scale Factor Converg.
 TL0601;SPC MT       -   479,672.112   418,643.371   MT  0.99975067   -1 47 50.4
 TL0601;SPC MT       - 1,573,727.40  1,373,501.87   iFT  0.99975067   -1 47 50.4
 TL0601;UTM  12      - 5,376,871.518   429,359.820   MT  0.99966131   -0 43 02.1
 TL0601
 TL0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0601!SPC MT       -   0.99983260  x   0.99975067  =   0.99958331
 TL0601!UTM  12      -   0.99983260  x   0.99966131  =   0.99949396
 TL0601
 TL0601:                Primary Azimuth Mark                     Grid Az
 TL0601:SPC MT       -  SEVENTEEN                                033 13 25.0
 TL0601:UTM  12      -  SEVENTEEN                                032 08 36.7
 TL0601
 TL0601|---------------------------------------------------------------------|
 TL0601| PID    Reference Object                     Distance      Geod. Az  |
 TL0601|                                                           dddmmss.s |
 TL0601| TL0369 SEVENTEEN                           APPROX. 9.4 KM 0312534.6 |
 TL0601|---------------------------------------------------------------------|
 TL0601
 TL0601                          SUPERSEDED SURVEY CONTROL
 TL0601
 TL0601  NAD 83(1986)-  48 32 27.48664(N)    111 57 25.29811(W) AD(       ) 3
 TL0601  NAD 27      -  48 32 27.54315(N)    111 57 22.23640(W) AD(       ) 3
 TL0601
 TL0601.Superseded values are not recommended for survey control.
 TL0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0601.See file dsdata.txt to determine how the superseded data were derived.
 TL0601
 TL0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU2936076872(NAD 83)
 TL0601_MARKER: DD = SURVEY DISK
 TL0601_SETTING: 0 = UNSPECIFIED SETTING
 TL0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0601
 TL0601  HISTORY     - Date     Condition        Report By
 TL0601  HISTORY     - 1938     MONUMENTED       USGS
 TL0601
 TL0601                          STATION DESCRIPTION
 TL0601
 TL0601'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 TL0601'LOCATED IN THE SW. 1/4 OF SECTION 11, T 32 N, R 3 W.
 TL0601'
 TL0601'TO REACH FROM SHELBY, GO W. ON U.S. HIGHWAY 2 5.75 MI., TURN
 TL0601'NORTHWARD ACROSS RAILROAD AT SIGNAL POST MARKED ---10715--- AND
 TL0601'FOLLOW RD. ACROSS PASTURE IN NE. DIRECTION TO SUMMIT OF KNOLL AND
 TL0601'STATION.
 TL0601'
 TL0601'STATION MARK--STANDARD TABLET, STAMPED ---HASQUET 1938---, CEMENTED
 TL0601'IN SLOPING FACE OF NATURALLY EMBEDDED LIMESTONE ROCK.
 TL0601'
 TL0601'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, CEMENTED IN TOP OF
 TL0601'SLOPING FACE OF NATURALLY EMBEDDED LIMESTONE ROCK, 164.40 FT. FROM
 TL0601'STATION, N 56 DEG 12 MIN E.
 TL0601'
 TL0601'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, CEMENTED IN FLAT
 TL0601'TOP OF NATURALLY EMBEDDED LIMESTONE ROCK, 122.60 FT. FROM STATION,
 TL0601'S 26 DEG 05 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0550 ***********************************************************************
 RU0550  DESIGNATION -  HATHAWAY
 RU0550  PID         -  RU0550
 RU0550  STATE/COUNTY-  MT/ROSEBUD
 RU0550  USGS QUAD   -  HATHAWAY NW (1968)
 RU0550
 RU0550                         *CURRENT SURVEY CONTROL
 RU0550  ___________________________________________________________________
 RU0550* NAD 83(1992)-  46 26 05.26386(N)    106 09 27.04181(W)     ADJUSTED  
 RU0550* NAVD 88     -       914.0    (meters)    2999.     (feet)  VERT ANG  
 RU0550  ___________________________________________________________________
 RU0550  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 RU0550  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 RU0550
 RU0550  HORZ ORDER  -  FIRST
 RU0550
 RU0550.The horizontal coordinates were established by classical geodetic methods
 RU0550.and adjusted by the National Geodetic Survey in July 1992..
 RU0550
 RU0550.The orthometric height was determined by vertical angle observations.
 RU0550
 RU0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0550
 RU0550.The geoid height was determined by GEOID03.
 RU0550
 RU0550;                    North         East     Units Scale Factor Converg.
 RU0550;SPC MT       -   248,260.622   856,663.657   MT  0.99944312   +2 26 42.2
 RU0550;SPC MT       -   814,503.35  2,810,576.30   iFT  0.99944312   +2 26 42.2
 RU0550;UTM  13      - 5,143,008.999   411,076.126   MT  0.99969720   -0 50 19.6
 RU0550
 RU0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0550!SPC MT       -   0.99985921  x   0.99944312  =   0.99930241
 RU0550!UTM  13      -   0.99985921  x   0.99969720  =   0.99955645
 RU0550
 RU0550|---------------------------------------------------------------------|
 RU0550| PID    Reference Object                     Distance      Geod. Az  |
 RU0550|                                                           dddmmss.s |
 RU0550| CQ6686 HATHAWAY RM 1                                      13117     |
 RU0550| RU0553 GRAVEYARD                           APPROX.25.9 KM 1782100.8 |
 RU0550| CQ6687 HATHAWAY RM 2                                      25146     |
 RU0550|---------------------------------------------------------------------|
 RU0550
 RU0550                          SUPERSEDED SURVEY CONTROL
 RU0550
 RU0550  NAD 83(1986)-  46 26 05.24804(N)    106 09 27.00566(W) AD(       ) 1
 RU0550  NAD 27      -  46 26 05.23900(N)    106 09 24.94800(W) AD(       ) 1
 RU0550  NGVD 29 (07/19/86)  913.4    (m)         2997.     (f) VERT ANG       
 RU0550
 RU0550.Superseded values are not recommended for survey control.
 RU0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0550.See file dsdata.txt to determine how the superseded data were derived.
 RU0550
 RU0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM1107643009(NAD 83)
 RU0550_MARKER: DS = TRIANGULATION STATION DISK
 RU0550_SETTING: 66 = SET IN ROCK OUTCROP
 RU0550
 RU0550  HISTORY     - Date     Condition        Report By
 RU0550  HISTORY     - 1934     MONUMENTED       CGS
 RU0550
 RU0550                          STATION DESCRIPTION
 RU0550
 RU0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0550'THE STATION IS LOCATED 10 MILES NORTH OF HATHAWAY, AIRLINE,
 RU0550'ON THE TOP OF THE HIGHEST BUTTE IN THE VICINITY AND LIES ON
 RU0550'THE DIVIDE BETWEEN THE YELLOWSTONE RIVER AND SOUTH SUNDAY
 RU0550'CREEK.  THE BUTTE HAS A PROMINENT RIM CAP AND IS ONE OF
 RU0550'SEVERAL THAT ARE LOCALLY KNOWN AS CEDAR BUTTES, THROUGH NO
 RU0550'CEDARS ARE IN EVIDENCE.
 RU0550'
 RU0550'THE STATION MAY BE REACHED FROM THE SHEFFIELD RAILROAD STATION,
 RU0550'ACROSS THE RIVER FROM HATHAWAY, BY GOING EAST 5.2 MILES TO
 RU0550'A POINT WHERE THE ROAD TURNS EAST.  GO STRAIGHT AHEAD OFF THE
 RU0550'GRADED ROAD THROUGH A GATE AND CONTINUE NORTH AND WEST ON
 RU0550'THE MAIN ROAD, (THIS ROAD HAS AT ONE TIME GRADED AND IS NOW
 RU0550'GRASSED OVER), 3.3 MILES TO A RANCH HOUSE.  PASS TO THE
 RU0550'EAST OF THE BUILDINGS AND GO NORTHEAST ON A TRACK ROAD 2.1
 RU0550'MILES TO THE TOP OF THE RIM.  AT THE TOP OF THE RIM, TURN TO
 RU0550'THE LEFT, OR WEST, AND GO ALONG THE RIM 0.3 MILE TO A FORK.
 RU0550'THE MAIN-TRAVELED ROAD FORKS RIGHT, AWAY FROM THE RIM, BUT
 RU0550'TAKE THE LEFT FORK AND FOLLOW MAIN-TRAVELED TRACKS ALONG
 RU0550'THE RIM AND DIVIDE 3.8 MILES.  HERE THE ROAD PASSES AROUND
 RU0550'THE NORTH END OF THE FIRST PROMINENT BUTTE.  CONTINUE
 RU0550'WEST ON THE TRACKS 1.5 MILES TO THE NORTH SIDE OF THE
 RU0550'SECOND GROUP OF BUTTES.  THE STATION IS ABOUT 200 YARDS
 RU0550'SOUTH OF HERE.  THIS IS THE END OF TRUCK TRAVEL.  PACK
 RU0550'SOUTH TO HIGHEST POINT AND STATION.  ABOUT A 5-MINUTE PACK.
 RU0550'
 RU0550'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION AND
 RU0550'CONSISTS OF A SMALL COPPER PIN PROJECTING ABOUT 1/2 INCH
 RU0550'ABOVE A SMALL MASS OF CONCRETE SET IN OUTCROPPING BEDROCK.
 RU0550'
 RU0550'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION AND
 RU0550'CONSISTS OF A SMALL COPPER PIN PROJECTING ABOUT 1/2 INCH
 RU0550'ABOVE A MASS OF CONCRETE AND SET IN OUTCROPPING BEDROCK.
 RU0550'
 RU0550'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0615 ***********************************************************************
 TL0615  DESIGNATION -  HAVRE
 TL0615  PID         -  TL0615
 TL0615  STATE/COUNTY-  MT/HILL
 TL0615  USGS QUAD   -  WILD HORSE LAKE WEST (1972)
 TL0615
 TL0615                         *CURRENT SURVEY CONTROL
 TL0615  ___________________________________________________________________
 TL0615* NAD 83(1992)-  48 56 46.38525(N)    110 06 05.43589(W)     ADJUSTED  
 TL0615* NAVD 88     -       896.     (meters)    2940.     (feet)  SCALED    
 TL0615  ___________________________________________________________________
 TL0615  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 TL0615  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TL0615
 TL0615  HORZ ORDER  -  SECOND
 TL0615
 TL0615.The horizontal coordinates were established by classical geodetic methods
 TL0615.and adjusted by the National Geodetic Survey in July 1992..
 TL0615
 TL0615.The orthometric height was scaled from a topographic map.
 TL0615
 TL0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0615
 TL0615.The geoid height was determined by GEOID03.
 TL0615
 TL0615;                    North         East     Units Scale Factor Converg.
 TL0615;SPC MT       -   522,055.791   555,940.939   MT  0.99996735   -0 26 24.0
 TL0615;SPC MT       - 1,712,781.47  1,823,953.21   iFT  0.99996735   -0 26 24.0
 TL0615;UTM  12      - 5,421,866.134   565,788.191   MT  0.99965317   +0 40 39.3
 TL0615
 TL0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0615!SPC MT       -   0.99986219  x   0.99996735  =   0.99982954
 TL0615!UTM  12      -   0.99986219  x   0.99965317  =   0.99951541
 TL0615
 TL0615:                Primary Azimuth Mark                     Grid Az
 TL0615:SPC MT       -  PUGSLEY AND SIMPSON                      279 56 07.3
 TL0615:UTM  12      -  PUGSLEY AND SIMPSON                      278 49 04.0
 TL0615
 TL0615|---------------------------------------------------------------------|
 TL0615| PID    Reference Object                     Distance      Geod. Az  |
 TL0615|                                                           dddmmss.s |
 TL0615| TL0842 PUGSLEY AND SIMPSON                 APPROX.17.2 KM 2792943.3 |
 TL0615|---------------------------------------------------------------------|
 TL0615
 TL0615                          SUPERSEDED SURVEY CONTROL
 TL0615
 TL0615  NAD 83(1986)-  48 56 46.38747(N)    110 06 05.44300(W) AD(       ) 2
 TL0615  NAD 27      -  48 56 46.35700(N)    110 06 02.68500(W) AD(       ) 2
 TL0615
 TL0615.Superseded values are not recommended for survey control.
 TL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0615.See file dsdata.txt to determine how the superseded data were derived.
 TL0615
 TL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWV6578821866(NAD 83)
 TL0615_MARKER: DD = SURVEY DISK
 TL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0615+STABILITY: SURFACE MOTION
 TL0615
 TL0615  HISTORY     - Date     Condition        Report By
 TL0615  HISTORY     - 1908     MONUMENTED       IBC
 TL0615  HISTORY     - 1923     GOOD             CGS
 TL0615
 TL0615                          STATION DESCRIPTION
 TL0615
 TL0615'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1908 (JJM)
 TL0615'ABOUT 3.7 MILES SOUTH OF THE INTERNATIONAL BOUNDARY, ABOUT 27 MILES
 TL0615'NORTH AND 19 MILES WEST OF HAVRE, MONTANA, AND 1 MILE NORTHWEST OF
 TL0615'PIONEER SCHOOL, DISTRICT NO 67.  IT IS IN THE SOUTHWEST CORNER OF
 TL0615'SW 1/4 SECTION 24, TOWNSHIP 37 N, RANGE 12 E, PRINCIPAL MERIDIAN.
 TL0615'
 TL0615'STATION MARK--A STANDARD USC AND GS BRONZE - DISK STATION MARK SET IN
 TL0615'A SQUARE BLOCK OF CONCRETE.  THE SUBSURFACE MARK IS A COPPER BOLT SET
 TL0615'IN AND PROJECTING A LITTLE ABOVE THE SURFACE OF A BLOCK OF CONCRETE
 TL0615'3 FEET UNDERGROUND.  THE REFERENCE MARK IS A STANDARD USC AND GS
 TL0615'BRONZE - DISK REFERENCE MARK, WITH THE ARROW POINTING TOWARD THE
 TL0615'STATION, SET IN A SQUARE BLOCK OF CONCRETE 427.03 METERS FROM THE
 TL0615'STATION IN BEARING 197 DEGREES MAGNETIC.  THE SOUTHWEST CORNER POST
 TL0615'OF SECTION 24 IS ABOUT 1 METER FROM THE REFERENCE MARK.
 TL0615
 TL0615                          STATION RECOVERY (1923)
 TL0615
 TL0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923
 TL0615'ABOUT 3.7 MILES SOUTH OF THE INTERNATIONAL BOUNDARY, ABOUT
 TL0615'27 MILES NORTH AND 19 MILES WEST OF HAVRE, MONTANA, AND 1
 TL0615'MILE NORTHWEST OF THE PIONEER SCHOOL, DISTRICT NO. 67.  IT IS IN
 TL0615'THE SOUTHWEST CORNER OF SW 1/4 SEC. 24, T. 37 N., R. 12 E.,
 TL0615'PRINCIPAL MERIDIAN.
 TL0615'
 TL0615'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TL0615'MARK SET IN A SQUARE BLOCK OF CONCRETE.  THE SUBSURFACE MARK IS
 TL0615'A COPPER BOLT SET IN AND PROJECTING A LITTLE ABOVE THE SURFACE
 TL0615'OF A BLOCK OF CONCRETE 3 FEET UNDERGROUND.  THE REFERENCE MARK
 TL0615'IS A STANDARD U.S.C. AND G.S. BRONZE-DISK REFERENCE MARK, WITH
 TL0615'THE ARROW POINTING TOWARD THE STATION, SET IN A SQUARE BLOCK OF
 TL0615'CONCRETE 427.03 METERS FROM THE STATION S 17 DEG W.
 TL0615'THE SOUTHWEST CORNER POST OF SECTION 24 IS ABOUT 1
 TL0615'METER FROM THE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0069 ***********************************************************************
 TL0069  DESIGNATION -  HAVRE 2852
 TL0069  PID         -  TL0069
 TL0069  STATE/COUNTY-  MT/HILL
 TL0069  USGS QUAD   -  LONESOME LAKE (1969)
 TL0069
 TL0069                         *CURRENT SURVEY CONTROL
 TL0069  ___________________________________________________________________
 TL0069* NAD 83(1986)-  48 18 47.     (N)    110 14 12.     (W)     SCALED    
 TL0069* NAVD 88     -       870.622  (meters)    2856.37   (feet)  ADJUSTED  
 TL0069  ___________________________________________________________________
 TL0069  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TL0069  DYNAMIC HT  -         870.675 (meters)    2856.54  (feet)  COMP
 TL0069  MODELED GRAV-     980,642.0   (mgal)                       NAVD 88
 TL0069
 TL0069  VERT ORDER  -  SECOND    CLASS 0
 TL0069
 TL0069.The horizontal coordinates were scaled from a topographic map and have
 TL0069.an estimated accuracy of +/- 6 seconds.
 TL0069
 TL0069.The orthometric height was determined by differential leveling
 TL0069.and adjusted by the National Geodetic Survey in June 1991..
 TL0069
 TL0069.The geoid height was determined by GEOID03.
 TL0069
 TL0069.The dynamic height is computed by dividing the NAVD 88
 TL0069.geopotential number by the normal gravity value computed on the
 TL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0069.degrees latitude (g = 980.6199 gals.).
 TL0069
 TL0069.The modeled gravity was interpolated from observed gravity values.
 TL0069
 TL0069;                    North         East    Units  Estimated Accuracy
 TL0069;SPC MT       -   451,750.      545,380.      MT  (+/- 180 meters Scaled)
 TL0069
 TL0069                          SUPERSEDED SURVEY CONTROL
 TL0069
 TL0069  NGVD 29 (??/??/92)  869.750  (m)         2853.50   (f) ADJ UNCH    2 0
 TL0069
 TL0069.Superseded values are not recommended for survey control.
 TL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0069.See file dsdata.txt to determine how the superseded data were derived.
 TL0069
 TL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU565513(NAD 83)
 TL0069_MARKER: P = PIPE CAP
 TL0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0069_STAMPING: HAVRE 2852
 TL0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0069
 TL0069  HISTORY     - Date     Condition        Report By
 TL0069  HISTORY     - UNK      MONUMENTED       USGS
 TL0069  HISTORY     - 1948     GOOD             NGS
 TL0069
 TL0069                          STATION DESCRIPTION
 TL0069
 TL0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0069'10.8 MI W FROM BOX ELDER.
 TL0069'10.3 MILES WEST ALONG A GRAVELED ROAD FROM THE BEAR PAW HOTEL AT BOX
 TL0069'ELDER, THENCE 0.5 MILE SOUTH ALONG A GRADED DIRT ROAD, 29.0 FEET EAST
 TL0069'OF THE CENTER LINE OF THE ROAD, 20.0 FEET SOUTH OF THE CENTER LINE OF
 TL0069'A FIELD ENTRANCE, 2.0 FEET EAST OF A FENCE, 0.7 FOOT WEST OF A
 TL0069'REFERENCE POST, A U. S. GEOLOGICAL SURVEY CAP RIVETED ON TOP OF A 3
 TL0069'1/2 INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0183 ***********************************************************************
 TL0183  DESIGNATION -  HAVRE 2903
 TL0183  PID         -  TL0183
 TL0183  STATE/COUNTY-  MT/CHOUTEAU
 TL0183  USGS QUAD   -  KENILWORTH (1969)
 TL0183
 TL0183                         *CURRENT SURVEY CONTROL
 TL0183  ___________________________________________________________________
 TL0183* NAD 83(1986)-  48 13 12.     (N)    110 29 44.     (W)     SCALED    
 TL0183* NAVD 88     -       886.279  (meters)    2907.73   (feet)  ADJUSTED  
 TL0183  ___________________________________________________________________
 TL0183  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TL0183  DYNAMIC HT  -         886.327 (meters)    2907.89  (feet)  COMP
 TL0183  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 TL0183
 TL0183  VERT ORDER  -  SECOND    CLASS 0
 TL0183
 TL0183.The horizontal coordinates were scaled from a topographic map and have
 TL0183.an estimated accuracy of +/- 6 seconds.
 TL0183
 TL0183.The orthometric height was determined by differential leveling
 TL0183.and adjusted by the National Geodetic Survey in June 1991..
 TL0183
 TL0183.The geoid height was determined by GEOID03.
 TL0183
 TL0183.The dynamic height is computed by dividing the NAVD 88
 TL0183.geopotential number by the normal gravity value computed on the
 TL0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0183.degrees latitude (g = 980.6199 gals.).
 TL0183
 TL0183.The modeled gravity was interpolated from observed gravity values.
 TL0183
 TL0183;                    North         East    Units  Estimated Accuracy
 TL0183;SPC MT       -   441,620.      526,050.      MT  (+/- 180 meters Scaled)
 TL0183
 TL0183                          SUPERSEDED SURVEY CONTROL
 TL0183
 TL0183  NGVD 29 (??/??/92)  885.406  (m)         2904.87   (f) ADJ UNCH    2 0
 TL0183
 TL0183.Superseded values are not recommended for survey control.
 TL0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0183.See file dsdata.txt to determine how the superseded data were derived.
 TL0183
 TL0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU374408(NAD 83)
 TL0183_MARKER: P = PIPE CAP
 TL0183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0183_STAMPING: HAVRE 2903
 TL0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0183
 TL0183  HISTORY     - Date     Condition        Report By
 TL0183  HISTORY     - UNK      MONUMENTED       USGS
 TL0183  HISTORY     - 1948     GOOD             NGS
 TL0183
 TL0183                          STATION DESCRIPTION
 TL0183
 TL0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0183'20.8 MI NW FROM BIG SANDY.
 TL0183'0.3 MILE SOUTHWEST ALONG U. S. HIGHWAY 87 FROM THE NORTHERN MONTANA
 TL0183'STATE BANK AT BIG SANDY, THENCE 16.9 MILES WEST ALONG A GRADED DIRT
 TL0183'ROAD, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.6 MILE
 TL0183'WEST ALONG A DIRT ROAD, AT A T ROAD JUNCTION, AT THE SOUTHEAST CORNER
 TL0183'OF SECTION 36, T. 29 N., R. 9 E., 15.5 FEET NORTH OF THE CENTER LINE
 TL0183'OF AN EAST-WEST ROAD, ON LINE WITH THE EXTENDED CENTER LINE OF A ROAD
 TL0183'LEADING NORTH, IN THE CENTER OF A TRIANGULAR PLOT OF GROUND AT THE
 TL0183'ROAD JUNCTION, A U. S. GEOLOGICAL SURVEY CAP RIVETED ON TOP OF A 3 1/2
 TL0183'INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0093 ***********************************************************************
 TL0093  DESIGNATION -  HAVRE 2957
 TL0093  PID         -  TL0093
 TL0093  STATE/COUNTY-  MT/HILL
 TL0093  USGS QUAD   -  FOURTEENMILE COULEE NW (1969)
 TL0093
 TL0093                         *CURRENT SURVEY CONTROL
 TL0093  ___________________________________________________________________
 TL0093* NAD 83(1986)-  48 23 38.     (N)    110 25 55.     (W)     SCALED    
 TL0093* NAVD 88     -       902.825  (meters)    2962.02   (feet)  ADJUSTED  
 TL0093  ___________________________________________________________________
 TL0093  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 TL0093  DYNAMIC HT  -         902.896 (meters)    2962.25  (feet)  COMP
 TL0093  MODELED GRAV-     980,658.4   (mgal)                       NAVD 88
 TL0093
 TL0093  VERT ORDER  -  SECOND    CLASS 0
 TL0093
 TL0093.The horizontal coordinates were scaled from a topographic map and have
 TL0093.an estimated accuracy of +/- 6 seconds.
 TL0093
 TL0093.The orthometric height was determined by differential leveling
 TL0093.and adjusted by the National Geodetic Survey in June 1991..
 TL0093
 TL0093.The geoid height was determined by GEOID03.
 TL0093
 TL0093.The dynamic height is computed by dividing the NAVD 88
 TL0093.geopotential number by the normal gravity value computed on the
 TL0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0093.degrees latitude (g = 980.6199 gals.).
 TL0093
 TL0093.The modeled gravity was interpolated from observed gravity values.
 TL0093
 TL0093;                    North         East    Units  Estimated Accuracy
 TL0093;SPC MT       -   460,890.      531,010.      MT  (+/- 180 meters Scaled)
 TL0093
 TL0093                          SUPERSEDED SURVEY CONTROL
 TL0093
 TL0093  NGVD 29 (??/??/92)  901.946  (m)         2959.13   (f) ADJ UNCH    2 0
 TL0093
 TL0093.Superseded values are not recommended for survey control.
 TL0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0093.See file dsdata.txt to determine how the superseded data were derived.
 TL0093
 TL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU420602(NAD 83)
 TL0093_MARKER: P = PIPE CAP
 TL0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0093_STAMPING: HAVRE 2957 REFERENCE S 34
 TL0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0093
 TL0093  HISTORY     - Date     Condition        Report By
 TL0093  HISTORY     - UNK      MONUMENTED       USGS
 TL0093  HISTORY     - 1948     GOOD             NGS
 TL0093
 TL0093                          STATION DESCRIPTION
 TL0093
 TL0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0093'11.4 MI S FROM HINGHAM.
 TL0093'0.4 MILE WEST ALONG U. S. HIGHWAY 2 FROM THE HIGH SCHOOL AT HINGHAM,
 TL0093'THENCE 11.0 MILES SOUTH ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH A
 TL0093'TRAIL LEADING EAST, AT THE SOUTHWEST CORNER OF SECTION 34, T. 31 N.,
 TL0093'R. 10 E., 40.0 FEET NORTH OF THE CENTER LINE OF THE TRAIL LEADING
 TL0093'EAST, 35.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF
 TL0093'A FENCE, A U. S. GEOLOGICAL SURVEY CAP RIVETED ON TOP OF A 3 1/2 INCH
 TL0093'IRON PIPE PROJECTING 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0585 ***********************************************************************
 TK0585  FBN         -  This is a Federal Base Network Control Station.
 TK0585  DESIGNATION -  HAVRE CBL 1230
 TK0585  PID         -  TK0585
 TK0585  STATE/COUNTY-  MT/HILL
 TK0585  USGS QUAD   -  HERRON PARK (1976)
 TK0585
 TK0585                         *CURRENT SURVEY CONTROL
 TK0585  ___________________________________________________________________
 TK0585* NAD 83(1999)-  48 32 47.07162(N)    109 46 22.75069(W)     ADJUSTED  
 TK0585* NAVD 88     -       785.8    (meters)    2578.     (feet)  GPS OBS   
 TK0585  ___________________________________________________________________
 TK0585  X           -  -1,431,283.158 (meters)                     COMP
 TK0585  Y           -  -3,981,430.733 (meters)                     COMP
 TK0585  Z           -   4,757,892.485 (meters)                     COMP
 TK0585  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 TK0585  ELLIP HEIGHT-         769.66  (meters)          (10/12/00) GPS OBS
 TK0585  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TK0585
 TK0585  HORZ ORDER  -  A
 TK0585  ELLP ORDER  -  THIRD     CLASS I
 TK0585
 TK0585.This mark is at Havre City-Co Airport (HVR)
 TK0585
 TK0585.The horizontal coordinates were established by GPS observations
 TK0585.and adjusted by the National Geodetic Survey in October 2000..
 TK0585.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TK0585.DATUM ITEM on the data sheet items page.
 TK0585
 TK0585.The orthometric height was determined by GPS observations and a
 TK0585.high-resolution geoid model.
 TK0585
 TK0585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TK0585
 TK0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0585
 TK0585.The ellipsoidal height was determined by GPS observations
 TK0585.and is referenced to NAD 83.
 TK0585
 TK0585.The geoid height was determined by GEOID03.
 TK0585
 TK0585;                    North         East     Units Scale Factor Converg.
 TK0585;SPC MT       -   477,467.400   579,849.363   MT  0.99975324   -0 11 58.9
 TK0585;SPC MT       - 1,566,494.09  1,902,392.92   iFT  0.99975324   -0 11 58.9
 TK0585;UTM  12      - 5,377,761.005   590,558.156   MT  0.99970075   +0 55 10.9
 TK0585
 TK0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0585!SPC MT       -   0.99987939  x   0.99975324  =   0.99963266
 TK0585!UTM  12      -   0.99987939  x   0.99970075  =   0.99958018
 TK0585
 TK0585                          SUPERSEDED SURVEY CONTROL
 TK0585
 TK0585  ELLIP H (07/28/92)  769.80   (m)                       GP(       ) 5 1
 TK0585  NAD 83(1992)-  48 32 47.07068(N)    109 46 22.74926(W) AD(       ) B
 TK0585  ELLIP H (05/15/92)  769.80   (m)                       GP(       ) 4 2
 TK0585  NAD 83(1986)-  48 32 47.07155(N)    109 46 22.73639(W) AD(       ) 1
 TK0585  NAD 27      -  48 32 47.07781(N)    109 46 20.00220(W) AD(       ) 1
 TK0585  NGVD 29 (08/25/89)  784.8    (m)         2575.     (f) GPS OBS        
 TK0585
 TK0585.Superseded values are not recommended for survey control.
 TK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0585.See file dsdata.txt to determine how the superseded data were derived.
 TK0585
 TK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU9055877761(NAD 83)
 TK0585_MARKER: DQ = CALIBRATION BASE LINE DISK
 TK0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0585_SP_SET: CONCRETE POST
 TK0585_STAMPING: 1230 CBL HAVRE GPS
 TK0585_MARK LOGO: NGS   
 TK0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0585+STABILITY: SURFACE MOTION
 TK0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0585+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 TK0585
 TK0585  HISTORY     - Date     Condition        Report By
 TK0585  HISTORY     - 1981     MONUMENTED       MTDOT
 TK0585  HISTORY     - UNK      GOOD
 TK0585  HISTORY     - 19811226 GOOD             NGS
 TK0585  HISTORY     - 19880810 GOOD
 TK0585  HISTORY     - 19911104 GOOD             NGS
 TK0585  HISTORY     - 19941015 GOOD             MTDOT
 TK0585  HISTORY     - 19950307 GOOD             MTDOT
 TK0585  HISTORY     - 19970411 GOOD             MTDOT
 TK0585  HISTORY     - 19990614 GOOD             NGS
 TK0585  HISTORY     - 20040712 GOOD             MTDOT
 TK0585
 TK0585                          STATION DESCRIPTION
 TK0585
 TK0585'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1981
 TK0585'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF HAVRE AT THE
 TK0585'HAVRE AIRPORT.  CONTACT -MR. BILL BECK, AIRPORT MANAGER,- PHONE -
 TK0585'406-265-4671 FOR PERMISSION TO OCCUPY THE STATION.
 TK0585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TK0585'HIGHWAY 87, ABOUT 2.8 KM (1.75 MI) WEST OF HAVRE, GO WEST ON U.S.
 TK0585'HIGHWAY 2 FOR 0.7 KM (0.45 MI) TO AIRPORT DRIVE ON THE LEFT.  TURN
 TK0585'LEFT AND GO FOR 1.04 KM (0.65 MI) TO 9 TH STREET S.W.  TURN RIGHT AND
 TK0585'GO FOR .32 KM (0.20 MI) , PASSING TERMINAL BUILDING, TO A GATE.  PASS
 TK0585'THROUGH THE GATE AND GO WEST ON A PAVED ROAD FOR 0.72 KM (0.45 MI) TO
 TK0585'WHERE THE ROAD TURNS SOUTH AND PAVEMENT ENDS AND STATION ON THE LEFT,
 TK0585'NORTH OF THE EAST-WEST RUNWAY.
 TK0585'THE STATION MARK IS A STANDARD NGS CALIBRATION BASELINE DISK SET IN A
 TK0585'ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE, 33.2 M (108.9 FT)
 TK0585'SOUTHWEST OF THE END OF THE CENTERLINE OF THE PAVEMENT, 8.53 M
 TK0585'(28.0 FT) EAST OF THE CENTER OF THE GRAVEL ROAD, 0.91 M (3.0 FT) WEST
 TK0585'OF A METAL WITNESS POST AND 0.91 M (3.0 FT) EAST OF A METAL WITNESS
 TK0585'POST.
 TK0585'TYPED BY E.A.R.
 TK0585
 TK0585                          STATION RECOVERY (UNK )
 TK0585
 TK0585'RECOVERED UNK
 TK0585'RECOVERED IN GOOD CONDITION.
 TK0585
 TK0585                          STATION RECOVERY (1981)
 TK0585
 TK0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TK0585'THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) WEST OF HAVRE ALONG THE
 TK0585'WEST END OF HAVRE AIRPORT AND ABANDON RUNWAY.
 TK0585' 
 TK0585'TO REACH THE 0 METER POINT FROM THE JUNCTION OF UNITED STATES HIGHWAYS
 TK0585'2 AND 87 ON THE WEST SIDE OF HAVRE, GO WEST ON UNITED STATES HIGHWAY 2
 TK0585'FOR 0.72 KM (0.45 MI) TO A SIDE ROAD LEFT TO THE AIRPORT.  TURN LEFT
 TK0585'AND GO SOUTHERLY FOR 1.04 KM (0.65 MI) TO HENSLEY FLYING SERVICE AT
 TK0585'HAVRE AIRPORT WHERE ROAD TURNS RIGHT.  TURN RIGHT AND GO WEST ALONG
 TK0585'NORTH EDGE OF AIRPORT PROPERTY FOR 0.32 KM (0.2 MI) TO GATE ON WEST
 TK0585'END OF TERMINAL AREA, PASS THRU GATE AND CONTINUE WEST FOR 0.72 KM
 TK0585'(0.45 MI) ON BLACKTOP AND GRAVEL ROAD TO THE 1230 METER POINT ON THE
 TK0585'LEFT NEAR WEST END OF AIRPORT.  TO REACH 430 METER POINT FOLLOW TRACK
 TK0585'ROAD AND ABANDON RUNWAY FOR 0.88 KM (0.55 MI) TO 430 METER POINT ON
 TK0585'RIGHT ABOUT 23.2 M (76.0 FT) WEST OF WEST EDGE OF ABANDON RUNWAY.
 TK0585'CONTINUE SOUTH ON ABANDON RUNWAY AND TRACK ROAD FOR 0.24 KM (0.15 MI)
 TK0585'TO THE 150 METER POINT ON THE RIGHT, ABOUT 57 FEET WEST OF CENTER OF
 TK0585'TRACK ROAD. CONTINUE SOUTH ON TRACK ROAD FOR 0.16 KM (0.1 MI) TO THE 0
 TK0585'METER POINT ON THE RIGHT.
 TK0585' 
 TK0585'THE 1230 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A
 TK0585'ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 2.5 CM (1
 TK0585'IN) ABOVE THE GROUND LOCATED 48.68 M (159.7 FT) SE FROM A METAL FENCE
 TK0585'CORNER, 29.90 M (98.1 FT) SW FROM THE SOUTHWEST CORNER OF THE END OF
 TK0585'BLACKTOP ROAD, 7.28 M (23.9 FT) E FROM THE CENTER OF TRACK ROAD, AND
 TK0585'0.94 M (3.1 FT) E FROM A METAL WITNESS POST.
 TK0585' 
 TK0585'THE MARKS HAVE NOT BEEN STAMPED AT THIS TIME.
 TK0585' 
 TK0585'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 TK0585'SOUTH END.  IT IS MADE UP OF THE 0, 150, 430, AND 1230 METER POINTS
 TK0585'WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET NORTH OF THE 0
 TK0585'METER POINT.  ALL OF THE MARKS ARE SET ON A LINE AT THE WEST END OF
 TK0585'THE HAVRE AIRPORT AND ALONG THE ABANDON RUNWAY AND TRACK ROAD.  THE
 TK0585'1230 METER POINT IS ABOUT 98 FEET SOUTHWEST OF THE END OF THE BLACKTOP
 TK0585'ROAD.  THE 430 METER POINT IS BESIDE A PILE OF JUNK.
 TK0585' 
 TK0585'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF
 TK0585'MONTANA.  FOR FURTHER INFORMATION CONTACT MR. HAZEN FLICKINGER,
 TK0585'SUPERVISOR DIVISION CONSTRUCTION, P.O. BOX 592, HAVRE, MONTANA 59501.
 TK0585'TELEPHONE (406) 265-6821 OR 265-2511.
 TK0585
 TK0585                          STATION RECOVERY (1988)
 TK0585
 TK0585'RECOVERED 1988
 TK0585'RECOVERED IN GOOD CONDITION.
 TK0585
 TK0585                          STATION RECOVERY (1991)
 TK0585
 TK0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TK0585'THE STATION IS LOCATED AT THE HAVRE AIRPORT ABOUT 1.6 KM (1.0 MI) WEST
 TK0585'OF HAVRE, ON THE WEST SIDE OF THE AIRPORT AND NORTH OF THE EAST-WEST
 TK0585'RUNWAY.
 TK0585'TO REACH THE STATION FROM THE AIRPORT TERMINAL BUILDING, GO WEST ON A
 TK0585'PAVED ROAD FOR 0.08 KM (0.05 MI) TO AN UNLOCKED GATE.  CONTINUE WEST
 TK0585'ON THE PAVED ROAD FOR 0.72 KM (0.45 MI) TO WHERE THE ROAD TURNS
 TK0585'SOUTH, PAVEMENT ENDS AND THE STATION ON THE LEFT, INSIDE OF THE
 TK0585'CURVE.
 TK0585'THE STATION IS A CALIBRATION DISK SET IN THE TOP OF A 24-INCH MONUMENT
 TK0585'THAT IS SET 8-FEET DEEP.  LOCATED 33.5 M (109.9 FT) SOUTHWEST OF THE
 TK0585'END OF THE PAVEMENT, 8.23 M (27.00 FT) EAST OF THE CENTER OF THE
 TK0585'GRAVEL ROAD AND 0.3 M (1.0 FT) WEST OF A METAL WITNESS POST.
 TK0585
 TK0585                          STATION RECOVERY (1994)
 TK0585
 TK0585'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 TK0585'RECOVERED AS DESCRIBED.
 TK0585
 TK0585                          STATION RECOVERY (1995)
 TK0585
 TK0585'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 TK0585'RECOVERED AS DESCRIBED.
 TK0585
 TK0585                          STATION RECOVERY (1997)
 TK0585
 TK0585'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TK0585'RECOVERED AS DESCRIBED.
 TK0585
 TK0585                          STATION RECOVERY (1999)
 TK0585
 TK0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 TK0585'THE STATION IS LOCATED AT THE HAVRE AIRPORT LOCATED ABOUT 1.6 KM (1.00
 TK0585'MI) WEST OF HAVRE, 0.8 KM (0.50 MI) WEST OF THE AIRPORT TERMINAL
 TK0585'BUILDING, NEAR THE WEST END OF A PAVED ROAD ALONG THE WEST EDGE OF THE
 TK0585'AIRPORT PROPERTY FENCE.  OWNERSHIP--CITY OF HAVRE, AIRPORT MANAGER,
 TK0585'MR. MARVIN MORRIS, 40 AIRPORT ROAD, HAVRE MT 59501, PHONE
 TK0585'406-265-4761, FAX 262-9822.  CONTACT AIRPORT MANAGER ONE DAY IN
 TK0585'ADVANCE.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 2 AND
 TK0585'87 IN HAVRE, GO WEST ON HIGHWAY 2 FOR 0.72 KM (0.45 MI) TO THE
 TK0585'JUNCTION OF AIRPORT ROAD ON THE LEFT.  TURN LEFT, SOUTH ON AIRPORT
 TK0585'ROAD FOR 0.97 KM (0.60 MI) TO THE JUNCTION OF 9TH STREET.  TURN RIGHT,
 TK0585'WEST ON 9TH STREET FOR 0.32 KM (0.20 MI) TO AN UNLOCKED GATE AND PAVED
 TK0585'ROAD LEADING WEST JUST PAST THE TERMINAL BUILDING ON THE LEFT.  PASS
 TK0585'THROUGH THE GATE AND GO 0.72 KM (0.45 MI) ALONG THE ROAD TO THE END OF
 TK0585'PAVEMENT AND A GRAVEL ROAD CURVING SOUTH TO THE RUNWAY.  CONTINUE
 TK0585'AHEAD FOR ABOUT 30.48 M (100.00 FT) INTO THE CURVE OF THE GRAVEL ROAD
 TK0585'TO THE STATION ON THE LEFT.  THE STATION IS SET IN A 30 CM CONCRETE
 TK0585'POST FLUSH WITH GROUND.  LOCATED 33.22 M (108.99 FT) SOUTHWEST OF THE
 TK0585'SOUTHWEST CORNER OF THE END OF THE PAVED ROAD, 8.38 M (27.49 FT)
 TK0585'EAST-NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 0.3 M (1.0 FT)
 TK0585'NORTHEAST OF A FIBERGLASS WITNESS POST AND 0.15 M (0.49 FT) SOUTHWEST
 TK0585'OF A METAL WITNESS POST.  NOTE--THERE IS A LARGE DIMPLE IN DISK
 TK0585'APPARENTLY CAUSED BY STAMPING DISK AFTER MARK WAS SET.  DISK AND
 TK0585'CONCRETE POST ARE IN GOOD CONDITION.
 TK0585
 TK0585                          STATION RECOVERY (2004)
 TK0585
 TK0585'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2004 (WDW)
 TK0585'THE CITY OF HAVRE AIRPORT PHONE NUMBER IS 406-265-4671.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0515 ***********************************************************************
 TK0515  DESIGNATION -  HAVRE MUNICIPAL AIRPORT BEACON
 TK0515  PID         -  TK0515
 TK0515  STATE/COUNTY-  MT/HILL
 TK0515  USGS QUAD   -  HERRON PARK (1976)
 TK0515
 TK0515                         *CURRENT SURVEY CONTROL
 TK0515  ___________________________________________________________________
 TK0515* NAD 83(1992)-  48 32 46.20402(N)    109 45 39.75998(W)     ADJUSTED  
 TK0515* NAVD 88     -                                                        
 TK0515  ___________________________________________________________________
 TK0515  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 TK0515  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TK0515
 TK0515  HORZ ORDER  -  THIRD
 TK0515
 TK0515.The horizontal coordinates were established by classical geodetic methods
 TK0515.and adjusted by the National Geodetic Survey in July 1992..
 TK0515
 TK0515
 TK0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0515
 TK0515.The geoid height was determined by GEOID03.
 TK0515
 TK0515;                    North         East     Units Scale Factor Converg.
 TK0515;SPC MT       -   477,437.602   580,730.766   MT  0.99975313   -0 11 27.4
 TK0515;SPC MT       - 1,566,396.33  1,905,284.67   iFT  0.99975313   -0 11 27.4
 TK0515;UTM  12      - 5,377,748.434   591,439.927   MT  0.99970273   +0 55 43.1
 TK0515
 TK0515                          SUPERSEDED SURVEY CONTROL
 TK0515
 TK0515  NAD 83(1986)-  48 32 46.20766(N)    109 45 39.74620(W) AD(       ) 4
 TK0515  NAD 27      -  48 32 46.21000(N)    109 45 37.00000(W) AD(       ) 3
 TK0515
 TK0515.Superseded values are not recommended for survey control.
 TK0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0515.See file dsdata.txt to determine how the superseded data were derived.
 TK0515
 TK0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU9144077748(NAD 83)
 TK0515_MARKER: 21 = AIRPORT BEACON
 TK0515
 TK0515  HISTORY     - Date     Condition        Report By
 TK0515  HISTORY     - 1949     FIRST OBSERVED   CGS
 TK0515  HISTORY     - 1983     GOOD             NGS
 TK0515
 TK0515                          STATION DESCRIPTION
 TK0515
 TK0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0515'STATION IS LOCATED 4 MILES WEST OF HAVRE, 0.8 MILE SOUTH OF
 TK0515'U.S. HIGHWAY 2 AND ON TOP OF THE HANGER AT THE HAVRE AIRPORT.
 TK0515'
 TK0515'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ORANGE WITH A REVOLVING
 TK0515'LIGHT ON TOP THAT IS 48 FEET HIGH.  THE POINT OF INTERSECTION
 TK0515'WAS THE REVOLVING LIGHT ON TOP.
 TK0515
 TK0515                          STATION RECOVERY (1983)
 TK0515
 TK0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 TK0515'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TK0515'
 TK0515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST
 TK0515'OF HAVRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0499 ***********************************************************************
 TK0499  DESIGNATION -  HAVRE NORTH BASE
 TK0499  PID         -  TK0499
 TK0499  STATE/COUNTY-  MT/HILL
 TK0499  USGS QUAD   -  LAKE THIBADEAU NE (1972)
 TK0499
 TK0499                         *CURRENT SURVEY CONTROL
 TK0499  ___________________________________________________________________
 TK0499* NAD 83(1992)-  48 56 49.90285(N)    109 35 47.85537(W)     ADJUSTED  
 TK0499* NAVD 88     -       845.09   (+/-2cm)    2772.6    (feet)  VERTCON   
 TK0499  ___________________________________________________________________
 TK0499  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 TK0499  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0499
 TK0499  HORZ ORDER  -  FIRST
 TK0499  VERT ORDER  -  THIRD ? (See Below)
 TK0499
 TK0499.The horizontal coordinates were established by classical geodetic methods
 TK0499.and adjusted by the National Geodetic Survey in July 1992..
 TK0499
 TK0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0499.The vertical order pertains to the NGVD 29 superseded value.
 TK0499
 TK0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0499
 TK0499.The geoid height was determined by GEOID03.
 TK0499
 TK0499;                    North         East     Units Scale Factor Converg.
 TK0499;SPC MT       -   521,999.638   592,922.424   MT  0.99996794   -0 04 14.5
 TK0499;SPC MT       - 1,712,597.24  1,945,283.54   iFT  0.99996794   -0 04 14.5
 TK0499;UTM  12      - 5,422,534.803   602,753.349   MT  0.99972971   +1 03 30.2
 TK0499
 TK0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0499!SPC MT       -   0.99987016  x   0.99996794  =   0.99983810
 TK0499!UTM  12      -   0.99987016  x   0.99972971  =   0.99959990
 TK0499
 TK0499|---------------------------------------------------------------------|
 TK0499| PID    Reference Object                     Distance      Geod. Az  |
 TK0499|                                                           dddmmss.s |
 TK0499| CQ6688 HAVRE NORTH BASE RM 1                19.320 METERS 07341     |
 TK0499| CQ6689 HAVRE NORTH BASE RM 2                22.270 METERS 18702     |
 TK0499| TK0519 SIGNAL                              APPROX.14.9 KM 2690909.6 |
 TK0499|---------------------------------------------------------------------|
 TK0499
 TK0499                          SUPERSEDED SURVEY CONTROL
 TK0499
 TK0499  NAD 83(1986)-  48 56 49.90384(N)    109 35 47.84279(W) AD(       ) 1
 TK0499  NAD 27      -  48 56 49.88500(N)    109 35 45.16000(W) AD(       ) 1
 TK0499  NGVD 29 (07/19/86)  844.27   (m)         2769.9    (f) LEVELING    3  
 TK0499
 TK0499.Superseded values are not recommended for survey control.
 TK0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0499.See file dsdata.txt to determine how the superseded data were derived.
 TK0499
 TK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0275322535(NAD 83)
 TK0499
 TK0499  HISTORY     - Date     Condition        Report By
 TK0499  HISTORY     - 1923     MONUMENTED       CGS
 TK0499  HISTORY     - 1925     GOOD             CGS
 TK0499  HISTORY     - 1989     GOOD             USAF
 TK0499
 TK0499                          STATION DESCRIPTION
 TK0499
 TK0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TK0499'ABOUT 27 MILES NORTH AND 3-1/4 MILES EAST OF HAVRE, MONTANA,
 TK0499'AND ABOUT 4 MILES SOUTH OF THE INTERNATIONAL BOUNDARY.  IT
 TK0499'IS ON THE HIGH GROUND IN SW 1/4 SEC. 23, T. 37 N., R. 16 E.,
 TK0499'PRINCIPAL MERIDIAN, AND IS ABOUT 135 METERS EAST OF THE WEST
 TK0499'SECTION LINE AND ROAD.
 TK0499'
 TK0499'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TK0499'MARK SET IN A SQUARE BLOCK OF CONCRETE.  THE SUBSURFACE MARK
 TK0499'IS A LIKE BRONZE DISK SET IN A BLOCK OF CONCRETE 3 FEET
 TK0499'UNDERGROUND.  REFERENCES ARE STANDARD U.S.C. AND G.S. REFERENCE-MARK
 TK0499'DISKS, WITH THE ARROWS POINTING TOWARD THE STATION, SET IN
 TK0499'SQUARE CONCRETE BLOCKS.  REFERENCE MARK NO. 1 IS 19.32
 TK0499'METERS FROM THE STATION N 73 DEG 41 MIN E.
 TK0499'REFERENCE MARK NO. 2 IS 22.27 METERS FROM THE STATION
 TK0499'S 7 DEG 12 MIN W.
 TK0499
 TK0499                          STATION RECOVERY (1989)
 TK0499
 TK0499'RECOVERY NOTE BY US AIR FORCE 1989 (UNK)
 TK0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0508 ***********************************************************************
 TK0508  DESIGNATION -  HAVRE RADIO STATION KOJM MAST
 TK0508  PID         -  TK0508
 TK0508  STATE/COUNTY-  MT/HILL
 TK0508  USGS QUAD   -  HAVRE (1977)
 TK0508
 TK0508                         *CURRENT SURVEY CONTROL
 TK0508  ___________________________________________________________________
 TK0508* NAD 83(1992)-  48 34 08.22083(N)    109 39 08.14568(W)     ADJUSTED  
 TK0508* NAVD 88     -                                                        
 TK0508  ___________________________________________________________________
 TK0508  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 TK0508  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TK0508
 TK0508  HORZ ORDER  -  THIRD
 TK0508
 TK0508.The horizontal coordinates were established by classical geodetic methods
 TK0508.and adjusted by the National Geodetic Survey in July 1992..
 TK0508
 TK0508
 TK0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0508
 TK0508.The geoid height was determined by GEOID03.
 TK0508
 TK0508;                    North         East     Units Scale Factor Converg.
 TK0508;SPC MT       -   479,949.235   588,765.500   MT  0.99976398   -0 06 41.0
 TK0508;SPC MT       - 1,574,636.60  1,931,645.34   iFT  0.99976398   -0 06 41.0
 TK0508;UTM  12      - 5,380,416.619   599,423.626   MT  0.99972145   +1 00 38.0
 TK0508
 TK0508                          SUPERSEDED SURVEY CONTROL
 TK0508
 TK0508  NAD 83(1986)-  48 34 08.22522(N)    109 39 08.13245(W) AD(       ) 4
 TK0508  NAD 27      -  48 34 08.22100(N)    109 39 05.41200(W) AD(       ) 3
 TK0508
 TK0508.Superseded values are not recommended for survey control.
 TK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0508.See file dsdata.txt to determine how the superseded data were derived.
 TK0508
 TK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU9942480417(NAD 83)
 TK0508_MARKER: 42 = RADIO/TV MAST
 TK0508
 TK0508  HISTORY     - Date     Condition        Report By
 TK0508  HISTORY     - 1949     FIRST OBSERVED   CGS
 TK0508
 TK0508                          STATION DESCRIPTION
 TK0508
 TK0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0508'STATION IS LOCATED 2-1/2 MILES NORTHEAST OF THE SOUTH END OF
 TK0508'THE OVERPASS IN HAVRE, 1 MILE NORTH OF U.S. HIGHWAY 2, 0.1
 TK0508'MILE NORTH OF MILK RIVER.
 TK0508'
 TK0508'IT IS A SQUARE STEEL STRUCTURE PAINTED ORANGE AND SILVER WITH
 TK0508'A RED LIGHT ON TOP.  IT IS 355 FEET HIGH.  THE POINT OF
 TK0508'INTERSECTION WAS THE RED LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0509 ***********************************************************************
 TK0509  DESIGNATION -  HAVRE RADIO STATION KAVR MAST
 TK0509  PID         -  TK0509
 TK0509  STATE/COUNTY-  MT/HILL
 TK0509  USGS QUAD   -  HAVRE (1977)
 TK0509
 TK0509                         *CURRENT SURVEY CONTROL
 TK0509  ___________________________________________________________________
 TK0509* NAD 83(1992)-  48 33 37.96605(N)    109 38 54.44714(W)     ADJUSTED  
 TK0509* NAVD 88     -                                                        
 TK0509  ___________________________________________________________________
 TK0509  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 TK0509  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TK0509
 TK0509  HORZ ORDER  -  THIRD
 TK0509
 TK0509.The horizontal coordinates were established by classical geodetic methods
 TK0509.and adjusted by the National Geodetic Survey in July 1992..
 TK0509
 TK0509
 TK0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0509
 TK0509.The geoid height was determined by GEOID03.
 TK0509
 TK0509;                    North         East     Units Scale Factor Converg.
 TK0509;SPC MT       -   479,014.372   589,044.487   MT  0.99975995   -0 06 31.0
 TK0509;SPC MT       - 1,571,569.46  1,932,560.65   iFT  0.99975995   -0 06 31.0
 TK0509;UTM  12      - 5,379,487.436   599,720.851   MT  0.99972217   +1 00 47.8
 TK0509
 TK0509                          SUPERSEDED SURVEY CONTROL
 TK0509
 TK0509  NAD 83(1986)-  48 33 37.97040(N)    109 38 54.43367(W) AD(       ) 4
 TK0509  NAD 27      -  48 33 37.97000(N)    109 38 51.72000(W) AD(       ) 3
 TK0509
 TK0509.Superseded values are not recommended for survey control.
 TK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0509.See file dsdata.txt to determine how the superseded data were derived.
 TK0509
 TK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU9972179487(NAD 83)
 TK0509_MARKER: 42 = RADIO/TV MAST
 TK0509
 TK0509  HISTORY     - Date     Condition        Report By
 TK0509  HISTORY     - 1949     FIRST OBSERVED   CGS
 TK0509
 TK0509                          STATION DESCRIPTION
 TK0509
 TK0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0509'STATION IS LOCATED 1-1/2 MILES EAST OF THE SOUTH END OF THE
 TK0509'OVERPASS IN HAVRE, 0.05 MILE NORTH OF U.S. HIGHWAY 2.
 TK0509'
 TK0509'IT IS A SQUARE STEEL STRUCTURE PAINTED ORANGE AND SILVER WITH
 TK0509'A RED LIGHT ON TOP.  IT IS 156 FEET HIGH.  THE POINT OF
 TK0509'INTERSECTION WAS THE RED LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0503 ***********************************************************************
 TK0503  DESIGNATION -  HAVRE SOUTH BASE
 TK0503  PID         -  TK0503
 TK0503  STATE/COUNTY-  MT/HILL
 TK0503  USGS QUAD   -  LAKE THIBADEAU (1972)
 TK0503
 TK0503                         *CURRENT SURVEY CONTROL
 TK0503  ___________________________________________________________________
 TK0503* NAD 83(1992)-  48 46 24.21391(N)    109 35 21.78384(W)     ADJUSTED  
 TK0503* NAVD 88     -       852.14   (+/-2cm)    2795.7    (feet)  VERTCON   
 TK0503  ___________________________________________________________________
 TK0503  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 TK0503  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0503
 TK0503  HORZ ORDER  -  FIRST
 TK0503  VERT ORDER  -  THIRD ? (See Below)
 TK0503
 TK0503.The horizontal coordinates were established by classical geodetic methods
 TK0503.and adjusted by the National Geodetic Survey in July 1992..
 TK0503
 TK0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0503.The vertical order pertains to the NGVD 29 superseded value.
 TK0503
 TK0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0503
 TK0503.The geoid height was determined by GEOID03.
 TK0503
 TK0503;                    North         East     Units Scale Factor Converg.
 TK0503;SPC MT       -   502,672.558   593,430.828   MT  0.99986862   -0 03 55.4
 TK0503;SPC MT       - 1,649,188.18  1,946,951.54   iFT  0.99986862   -0 03 55.4
 TK0503;UTM  12      - 5,403,225.077   603,641.876   MT  0.99973196   +1 03 39.7
 TK0503
 TK0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0503!SPC MT       -   0.99986905  x   0.99986862  =   0.99973768
 TK0503!UTM  12      -   0.99986905  x   0.99973196  =   0.99960104
 TK0503
 TK0503:                Primary Azimuth Mark                     Grid Az
 TK0503:SPC MT       -  MCCANN BUTTE HIGHEST PEAK                143 09 40.4
 TK0503:UTM  12      -  MCCANN BUTTE HIGHEST PEAK                142 02 05.3
 TK0503
 TK0503|---------------------------------------------------------------------|
 TK0503| PID    Reference Object                     Distance      Geod. Az  |
 TK0503|                                                           dddmmss.s |
 TK0503| TK0464 MCCANN BUTTE HIGHEST PEAK           APPROX.65.9 KM 1430545.0 |
 TK0503| CQ6691 HAVRE SOUTH BASE RM 1                14.273 METERS 14717     |
 TK0503| TK0490 MOUNT BEAR PAW HIGHEST PEAK         APPROX.69.6 KM 1834521.4 |
 TK0503| TK0504 THIBEDEAU                             5.942 METERS 28311     |
 TK0503| CQ6693 HAVRE SOUTH BASE RM 4               APPROX. 0.5 KM 3415215.1 |
 TK0503| CQ6690 HAVRE SOUTH BASE AZ MK              419.197 METERS 3415215.4 |
 TK0503| CQ6692 HAVRE SOUTH BASE RM 3               489.047 METERS 3584406.4 |
 TK0503|---------------------------------------------------------------------|
 TK0503
 TK0503                          SUPERSEDED SURVEY CONTROL
 TK0503
 TK0503  NAD 83(1986)-  48 46 24.21518(N)    109 35 21.76739(W) AD(       ) 1
 TK0503  NAD 27      -  48 46 24.19700(N)    109 35 19.08300(W) AD(       ) 1
 TK0503  NGVD 29 (07/19/86)  851.34   (m)         2793.1    (f) LEVELING    3  
 TK0503
 TK0503.Superseded values are not recommended for survey control.
 TK0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0503.See file dsdata.txt to determine how the superseded data were derived.
 TK0503
 TK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0364203225(NAD 83)
 TK0503_MARKER: DS = TRIANGULATION STATION DISK
 TK0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0503
 TK0503  HISTORY     - Date     Condition        Report By
 TK0503  HISTORY     - 1923     MONUMENTED       CGS
 TK0503  HISTORY     - 1925     GOOD             CGS
 TK0503  HISTORY     - 1949     GOOD             CGS
 TK0503  HISTORY     - 1972     GOOD             USGS
 TK0503  HISTORY     - 1973     GOOD             NGS
 TK0503
 TK0503                          STATION DESCRIPTION
 TK0503
 TK0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TK0503'ABOUT 15 MILES NORTH AND ABOUT 4 MILES EAST OF HAVRE, MONTANA,
 TK0503'AND ABOUT THREE-FOURTHS MILE NORTHEAST OF THIBADEAU LAKE.
 TK0503'IT IS ON THE TOP OF A SMALL BUT PROMINENT HILL AND NEAR THE
 TK0503'WEST SIDE OF SW 1/4 SEC. 24, T. 35 N., R. 16 E., PRINCIPAL
 TK0503'MERIDIAN.
 TK0503'
 TK0503'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TK0503'MARK SET IN A SQUARE BLOCK OF CONCRETE.  THE SUBSURFACE MARK
 TK0503'IS A LIKE BRONZE DISK SET IN A BOULDER 3 FEET UNDERGROUND.
 TK0503'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. BRONZE-DISK
 TK0503'REFERENCE MARK SET IN A SQUARE BLOCK OF CONCRETE 14.30 METERS
 TK0503'FROM THE STATION N 32 DEG 44 MIN W.  REFERENCE
 TK0503'MARK NO. 2 IS AN IRON PIPE SURMOUNTED BY A BRONZE CAP MARKING
 TK0503'U.S. GEOLOGICAL SURVEY STATION THIBEDEAU AND IS 5.95 METERS
 TK0503'FROM THE STATION N 76 DEG 50 MIN W.
 TK0503
 TK0503                          STATION RECOVERY (1949)
 TK0503
 TK0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0503'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 TK0503'IN GOOD CONDITION.  A DIFFERENCE IN THE DISTANCE TO REFERENCE
 TK0503'MARK NO. 1 WAS NOTED.  AN AZIMUTH MARK WAS ESTABLISHED.
 TK0503'FOLLOWING IS A COMPLETE DESCRIPTION.
 TK0503'
 TK0503'STATION IS ABOUT 15 MILES NORTH AND 4 MILES EAST OF HAVRE,
 TK0503'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY, AND ON LAND
 TK0503'OWNED BY MR. JOHN SCHITZMEIR.  IT IS 9 FEET SOUTH OF A WITNESS
 TK0503'POST.
 TK0503'
 TK0503'TO REACH FROM THE SOUTH END OF THE OVERPASS, OVER THE RAILROAD,
 TK0503'ON THE NORTHEAST SIDE OF HAVRE, GO NORTH OVER THE OVERPASS
 TK0503'AND FOLLOW THE MAIN ROAD NORTH AND WEST FOR 3.35 MILES TO A
 TK0503'FORK, TAKE RIGHT FORK, KNOWN AS ST. JOE ROAD, FOR 0.5 MILE,
 TK0503'TURN LEFT, NORTH, FOR 10.0 MILES TO A SIDE ROAD ON THE RIGHT,
 TK0503'TURN RIGHT ON THE SIDE ROAD FOR 2.1 MILES TO A FARM HOUSE ON
 TK0503'THE LEFT, CONTINUE EAST FOR 0.4 MILE TO A RED BARN ON THE
 TK0503'RIGHT, BEAR LEFT 0.1 MILE TO A CATTLE GUARD, PASS OVER CATTLE
 TK0503'GUARD AND GO NORTH FOR 0.35 MILE TO A FORK, TAKE RIGHT FORK,
 TK0503'EAST, FOR 0.9 MILE TO A FORK, TAKE LEFT FORK ALONG WEST SIDE
 TK0503'OF FENCE, NORTHEAST, FOR 1.9 MILES TO A FENCE, TURN RIGHT,
 TK0503'SOUTHEAST, FOR 0.1 MILE TO A LARGE BOULDER AND THE AZIMUTH
 TK0503'MARK, GO SOUTH ACROSS COUNTRY FOR 0.25 MILE TO TOP OF
 TK0503'HILL AND THE STATION.
 TK0503'
 TK0503'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SOUTH
 TK0503'BASE 1923.
 TK0503'
 TK0503'REFERENCE MARK NO. 1 PROJECTS 1 INCH AND THE DISK IS STAMPED
 TK0503'SOUTH BASE 1923.
 TK0503'
 TK0503'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH OF THE STATION,
 TK0503'14 FEET EAST OF A WITNESS POST.  THE MARK IS SET FLUSH IN
 TK0503'THE TOP OF A BOULDER THAT PROJECTS 3 FEET AND THE DISK IS
 TK0503'STAMPED SOUTH BASE 1949.
 TK0503'
 TK0503'THIBEDEAU (USGS) IS A STANDARD USGS BENCH MARK DISK FASTENED
 TK0503'TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 15 INCHES AND
 TK0503'THE DISK IS UNSTAMPED.  THE DISTANCE TO THIS MARK WAS DETERMINED
 TK0503'BY A SECOND ORDER TRAVERSE FROM HAVRE SOUTH BASE 1923 AND
 TK0503'WAS FOUND TO BE 5.942 METERS, 19.49 FEET.
 TK0503
 TK0503                          STATION RECOVERY (1972)
 TK0503
 TK0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JTD)
 TK0503'STATION MARK FOUND IN GOOD CONDITION.  R.M.S DESTROYED.
 TK0503'STATION NOW IN CULTIVATED FIELD.  CAIRN ABOUT THREE FT. TALL
 TK0503'WAS CONSTRUCTED THREE FT. SOUTH OF STATION TO PROTECT IT.
 TK0503'
 TK0503'AZIMUTH MARK FOUND IN GOOD CONDITION.
 TK0503
 TK0503                          STATION RECOVERY (1973)
 TK0503
 TK0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TK0503'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 TK0503'CONDITION.  THE REFERENCE MARKS WERE NOT FOUND.  TWO NEW
 TK0503'REFERENCE MARKS WERE ESTABLISHED.
 TK0503'
 TK0503'THE STATION IS ABOUT 15 MILES NORTH AND 4 MILES EAST OF HAVRE,
 TK0503'ON THE SUMMIT OF A ROUNDED KNOLL WHICH IS THE HIGHEST POINT
 TK0503'IN THE IMMEDIATE VICINITY AND ON LAND OWNED BY MR. JOHN
 TK0503'ROMAIN.
 TK0503'
 TK0503'TO REACH FROM THE INTERSECTION OF FIRST STREET AND SEVENTH
 TK0503'AVENUE IN HAVRE, GO NORTH ON THE OVERPASS OVER RAILROAD
 TK0503'TRACKS (7TH AVE) FOR 0.25 MILE.  CROSS BRIDGE OVER RIVER AND
 TK0503'CONTINUE 0.1 MILE, TURN LEFT AND FOLLOW THE BLACKTOP ROAD
 TK0503'WEST AND NORTH FOR 2.9 MILES TO A Y, KEEP RIGHT AND GO EAST 0.4
 TK0503'MILE, CURVE LEFT AND GO NORTH 10.0 MILES TO A SIDE ROAD RIGHT,
 TK0503'TURN RIGHT AND GO EAST 1.6 MILES TO A Y, KEEP LEFT 0.4 MILE
 TK0503'TO MR. JOHN ROMAINS FARM BUILDINGS.  CONTINUE EAST ON THE FARM
 TK0503'ROAD FOR 0.35 MILE TO A RED BARN, BEAR LEFT, GO 0.1 MILE TO A
 TK0503'NORTH-SOUTH FENCE AND CATTLE GUARD, CROSS CATTLE GUARD AND
 TK0503'GO NORTH ALONG THE FENCE FOR 0.4 MILE.  TURN RIGHT AND GO
 TK0503'EAST ALONG THE SOUTH SIDE OF A POWER LINE FOR 0.8 MILE TO A
 TK0503'NORTH-SOUTH FENCE AND CATTLE GUARD, CROSS CATTLE GUARD, BEAR LEFT
 TK0503'AND FOLLOW FARM ROAD NORTH-NORTHEASTERLY 0.8 MILE, CROSS
 TK0503'PLANK BRIDGE OVER A SMALL CREEK AND CONTINUE
 TK0503'NORTH-NORTHEASTERLY 1.1 MILES TO A Y AND CATTLE GUARD ON
 TK0503'THE LEFT FORK.  KEEP RIGHT ALONG THE FENCE FOR 294 FEET TO
 TK0503'REFERENCE MARK NO. 4 IN THE EAST-WEST FENCELINE.  STATION
 TK0503'IS ON THE KNOLL 0.3 MILE SOUTH-SOUTHEAST OF R.M. 4.
 TK0503'
 TK0503'THE STATION MARK, STAMPED SOUTH BASE 1923, IS A STANDARD DISK
 TK0503'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 TK0503'3 FEET NORTHEAST OF A 2-FOOT HIGH PILE OF ROCKS, IN A CULTIVATED
 TK0503'FIELD AND ON THE SUMMIT OF THE HIGHEST POINT IN THE IMMEDIATE
 TK0503'VICINITY.
 TK0503'
 TK0503'REFERENCE MARK NO. 3, STAMPED SOUTH BASE 1923 NO 3 1973, IS
 TK0503'A STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 TK0503'4 INCHES.  IT IS 1 FOOT SOUTH OF THE FENCELINE AND 1 FOOT
 TK0503'WEST OF A METAL WITNESS POST.
 TK0503'
 TK0503'REFERENCE MARK NO. 4, STAMPED SOUTH BASE 1923 NO 4 1973, IS
 TK0503'A STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 TK0503'2 INCHES.  IT IS 294 FEET EAST OF THE CENTER OF A CATTLE GUARD
 TK0503'AT A T-FENCE CORNER, 105 FEET EAST OF A PROJECTED FENCELINE
 TK0503'WHICH RUNS SOUTHWESTERLY, 1 FOOT EAST OF A METAL WITNESS POST
 TK0503'AND ABOUT 4 INCHES SOUTH OF THE FENCELINE.
 TK0503'
 TK0503'THE AZIMUTH MARK, STAMPED SOUTH BASE 1949, IS A STANDARD DISK
 TK0503'SET IN THE NORTHWESTERN END OF A 5X10-FOOT, LIGHT COLORED
 TK0503'BOULDER WHICH SETS IN A 2-FOOT DEEP DEPRESSION AND PROJECTS
 TK0503'ABOUT 3 FEET ABOVE GROUND.  THE MARK AND ROCK ARE IN A SMALL
 TK0503'UNCULTIVATED AREA IN A CULTIVATED FIELD.
 TK0503'
 TK0503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES N
 TK0503'AND 4 MILES E OF HAVRE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1088 ***********************************************************************
 SR1088  DESIGNATION -  HAW
 SR1088  PID         -  SR1088
 SR1088  STATE/COUNTY-  MT/FERGUS
 SR1088  USGS QUAD   -  STURGEON ISLAND (1954)
 SR1088
 SR1088                         *CURRENT SURVEY CONTROL
 SR1088  ___________________________________________________________________
 SR1088* NAD 83(1992)-  47 46 48.90894(N)    109 02 00.22049(W)     ADJUSTED  
 SR1088* NAVD 88     -       977.8    (meters)    3208.     (feet)  VERTCON   
 SR1088  ___________________________________________________________________
 SR1088  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 SR1088  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 SR1088
 SR1088  HORZ ORDER  -  SECOND
 SR1088
 SR1088.The horizontal coordinates were established by classical geodetic methods
 SR1088.and adjusted by the National Geodetic Survey in July 1992..
 SR1088
 SR1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1088
 SR1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1088
 SR1088.The geoid height was determined by GEOID03.
 SR1088
 SR1088;                    North         East     Units Scale Factor Converg.
 SR1088;SPC MT       -   392,378.638   634,949.907   MT  0.99948249   +0 20 28.8
 SR1088;SPC MT       - 1,287,331.49  2,083,168.99   iFT  0.99948249   +0 20 28.8
 SR1088;UTM  12      - 5,293,749.391   647,319.060   MT  0.99986669   +1 27 24.0
 SR1088
 SR1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1088!SPC MT       -   0.99984912  x   0.99948249  =   0.99933168
 SR1088!UTM  12      -   0.99984912  x   0.99986669  =   0.99971583
 SR1088
 SR1088|---------------------------------------------------------------------|
 SR1088| PID    Reference Object                     Distance      Geod. Az  |
 SR1088|                                                           dddmmss.s |
 SR1088| CQ6695 HAW RM 1                             10.739 METERS 04531     |
 SR1088| CQ6694 HAW AZ MK                                          1835251.2 |
 SR1088| CQ6696 HAW RM 2                              9.013 METERS 22302     |
 SR1088|---------------------------------------------------------------------|
 SR1088
 SR1088                          SUPERSEDED SURVEY CONTROL
 SR1088
 SR1088  NAD 83(1986)-  47 46 48.90606(N)    109 02 00.20321(W) AD(       ) 2
 SR1088  NAD 27      -  47 46 48.95900(N)    109 01 57.59900(W) AD(       ) 2
 SR1088  NGVD 29 (07/19/86)  977.0    (m)         3205.     (f) VERT ANG       
 SR1088
 SR1088.Superseded values are not recommended for survey control.
 SR1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1088.See file dsdata.txt to determine how the superseded data were derived.
 SR1088
 SR1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT4731993749(NAD 83)
 SR1088_MARKER: DS = TRIANGULATION STATION DISK
 SR1088_SETTING: 66 = SET IN ROCK OUTCROP
 SR1088
 SR1088  HISTORY     - Date     Condition        Report By
 SR1088  HISTORY     - 1949     MONUMENTED       CGS
 SR1088
 SR1088                          STATION DESCRIPTION
 SR1088
 SR1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1088'STATION IS 3/4 MILE SOUTH OF THE MISSOURI RIVER, ON A PROMINENT,
 SR1088'ROCKY AND TIMBERED RIDGE WHICH IS THE HIGHEST POINT IN THE
 SR1088'IMMEDIATE VICINITY.
 SR1088'
 SR1088'TO REACH THE STATION FROM THE MAIN CROSS STREETS AND THE LIGHT
 SR1088'POLE IN WINIFRED, GO EAST 2.1 MILES TO A T-ROAD RIGHT, TURN
 SR1088'RIGHT, GO EAST AND NORTHEAST 15.1 MILES TO A SCHOOL HOUSE ON
 SR1088'THE RIGHT, TURN LEFT AND GO NORTH 8.5 MILES TO A FORK AND A
 SR1088'GATE, (THIS IS ABOUT 0.3 MILE EAST OF OLD LOG BUILDINGS)
 SR1088'PASS THROUGH THE GATE, BEAR RIGHT FOR 0.1 MILE TO ANOTHER
 SR1088'GATE, PASS THROUGH THE GATE, BEAR LEFT GO 0.2 MILE TO A GATE,
 SR1088'PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD 0.3 MILE
 SR1088'TO A GATE, PASS THROUGH THE GATE AND CONTINUE ON THE MAIN
 SR1088'TRAVELED ROAD 1.5 MILES TO A DIM FORK, BEAR RIGHT AND FOLLOW
 SR1088'THE MAIN ROAD DOWN A STEEP GRADE 1.9 MILES TO A CREEK,
 SR1088'CROSS THE CREEK AND GO UP A STEEP GRADE FOR 1.1 MILES TO A
 SR1088'FORK AND THE AZIMUTH MARK ON THE LEFT, BEAR RIGHT, CROSS A
 SR1088'DAM AND GO 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM
 SR1088'THIS POINT PROCEED WEST FOR ABOUT 10 MINUTES TO THE HIGHEST
 SR1088'POINT AND THE STATION.
 SR1088'
 SR1088'FROM THE FIRST GATE AND FORK MENTIONED ABOVE, TRUCK TRAVEL
 SR1088'WILL BE IMPOSSIBLE IN WET WEATHER.
 SR1088'
 SR1088'THE STATION MARK IS FLUSH WITH THE ROCK AND THE DISK IS STAMPED
 SR1088'HAW 1948.
 SR1088'
 SR1088'REFERENCE MARK NO. 1 IS FLUSH WITH THE ROCK AND THE DISK IS
 SR1088'STAMPED HAW NO 1 1948.
 SR1088'
 SR1088'REFERENCE MARK NO. 2 IS FLUSH WITH THE ROCK AND THE DISK IS
 SR1088'STAMPED HAW NO 2 1948.
 SR1088'
 SR1088'THE AZIMUTH MARK IS 55 FEET SOUTHWEST OF THE ROAD, 36 FEET
 SR1088'EAST OF TWO PINE TREES, AND 4-1/2 FEET NORTHEAST OF A WITNESS
 SR1088'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SR1088'HAW 1948.
 SR1088'
 SR1088'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 ARE STANDARD
 SR1088'DISKS SET IN DRILL HOLES IN SOLID ROCK.  THE AZIMUTH MARK IS
 SR1088'A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SR1088'POST.  ALL MARKS WERE SET BY M.J. TONKEL IN 1948.
 SR1088'
 SR1088'A FOUR FOOT STAND AT HAW WILL SEE 16 FOOT TOWER AT ANTELOPE
 SR1088'1948 AND A 20 FOOT TOWER AT TWO CALF 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0507 ***********************************************************************
 RT0507  DESIGNATION -  HAWKINS
 RT0507  PID         -  RT0507
 RT0507  STATE/COUNTY-  MT/PRAIRIE
 RT0507  USGS QUAD   -  LITTLE SHEEP MOUNTAIN (1965)
 RT0507
 RT0507                         *CURRENT SURVEY CONTROL
 RT0507  ___________________________________________________________________
 RT0507* NAD 83(1992)-  46 52 35.87972(N)    105 47 27.13715(W)     ADJUSTED  
 RT0507* NAVD 88     -      1071.     (meters)    3514.     (feet)  VERTCON   
 RT0507  ___________________________________________________________________
 RT0507  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 RT0507  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RT0507
 RT0507  HORZ ORDER  -  FIRST
 RT0507
 RT0507.The horizontal coordinates were established by classical geodetic methods
 RT0507.and adjusted by the National Geodetic Survey in July 1992..
 RT0507
 RT0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0507
 RT0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0507
 RT0507.The geoid height was determined by GEOID03.
 RT0507
 RT0507;                    North         East     Units Scale Factor Converg.
 RT0507;SPC MT       -   298,560.613   882,473.606   MT  0.99939544   +2 42 47.7
 RT0507;SPC MT       -   979,529.57  2,895,254.61   iFT  0.99939544   +2 42 47.7
 RT0507;UTM  13      - 5,191,758.546   439,735.410   MT  0.99964464   -0 34 38.1
 RT0507
 RT0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0507!SPC MT       -   0.99983472  x   0.99939544  =   0.99923026
 RT0507!UTM  13      -   0.99983472  x   0.99964464  =   0.99947942
 RT0507
 RT0507:                Primary Azimuth Mark                     Grid Az
 RT0507:SPC MT       -  GROOT                                    096 22 45.9
 RT0507:UTM  13      -  GROOT                                    099 40 11.7
 RT0507
 RT0507|---------------------------------------------------------------------|
 RT0507| PID    Reference Object                     Distance      Geod. Az  |
 RT0507|                                                           dddmmss.s |
 RT0507| RT0487 GROOT                               APPROX.32.1 KM 0990533.6 |
 RT0507| CQ7788 HAWKINS RM 2                         18.928 METERS 20219     |
 RT0507| CQ7787 HAWKINS RM 1                         18.958 METERS 33200     |
 RT0507|---------------------------------------------------------------------|
 RT0507
 RT0507                          SUPERSEDED SURVEY CONTROL
 RT0507
 RT0507  NAD 83(1986)-  46 52 35.86818(N)    105 47 27.09671(W) AD(       ) 1
 RT0507  NAD 27      -  46 52 35.84700(N)    105 47 25.06900(W) AD(       ) 1
 RT0507  NGVD 29 (07/19/86) 1070.     (m)         3510.     (f) VERT ANG       
 RT0507
 RT0507.Superseded values are not recommended for survey control.
 RT0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0507.See file dsdata.txt to determine how the superseded data were derived.
 RT0507
 RT0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM3973591759(NAD 83)
 RT0507_MARKER: DS = TRIANGULATION STATION DISK
 RT0507_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RT0507_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RT0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0507
 RT0507  HISTORY     - Date     Condition        Report By
 RT0507  HISTORY     - 1934     MONUMENTED       CGS
 RT0507  HISTORY     - 1965     GOOD             USGS
 RT0507  HISTORY     - 1975     GOOD             USGS
 RT0507
 RT0507                          STATION DESCRIPTION
 RT0507
 RT0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0507'STATION IS ABOUT 32 MILES, AIRLINE, NORTH-NORTHEAST OF MILES
 RT0507'CITY, ABOUT 24 MILES, AIRLINE, WEST-NORTHWEST OF TERRY.  ABOUT
 RT0507'2-1/2 MILES AIRLINE NORTHEAST OF THE HAWKINS RANCH, ON THE SOUTH
 RT0507'END OF A HIGH, PROMINENT GROUP OF HILLS KNOWN AS THE SHEEP HILLS.
 RT0507'THIS IS THE HIGHEST POINT IN THE VICINITY.  THE HILL IS VERY
 RT0507'NOTICEABLE BECAUSE THE UPPER PART IS A GRAYISH BLACK AND THE
 RT0507'LOWER PART A LIGHT GREY.
 RT0507'
 RT0507'STATION REACHED FROM MILES CITY AS FOLLOWS--FROM THE POST OFFICE
 RT0507'TAKE THE JORDAN ROAD (STATE HIGHWAY 22) NORTHWEST FOR 2.2 MILES
 RT0507'TO A GRADED ROAD LEADING TO THE RIGHT ACROSS FROM WHERE THE
 RT0507'AIRPORT ROAD LEAVES THE HIGHWAY TO THE LEFT.  TAKE THIS ROAD
 RT0507'TO THE RIGHT (THE CAP ROCK ROAD) AND FOLLOW IT FOR 33.1 MILES
 RT0507'(THIS ROAD IS POSTED AT ALL FORKS, STAY ON THE CAP ROCK ROAD).
 RT0507'HERE, NEAR THE TOP OF THE GRADE TAKE A DIM ROAD TO THE RIGHT
 RT0507'AND GO 0.6 MILE TO THE HAWKINS RANCH, A LARGE WHITE HOUSE AND
 RT0507'A LARGE RED BARN, PASS THROUGH A GATE OPPOSITE A LONE SHACK
 RT0507'WHICH IS ABOUT 300 YARDS SOUTH OF THE RANCH HOUSE, GO SOUTH ON A
 RT0507'WAGON TRAIL OR ROAD THAT FOLLOWS THE WASH SOUTH, THEN BEARS
 RT0507'EAST AND THEN NORTH, OUT OF THE WASH AND AROUND AN OLD
 RT0507'FIELD TO THREE FORKS.  THE DISTANCE FROM THE GATE TO THE THREE
 RT0507'FORKS IS 2.2 MILES.  TAKE THE LEFT FORK AND GO 0.2 MILE TO
 RT0507'WHERE THE WAGON ROAD ENDS AND FORKS INTO TWO COW TRAILS.
 RT0507'FOLLOW THE LEFT COW TRAIL AND HEAD FOR SOUTH END OF THE
 RT0507'LARGE HILL AHEAD FOR 1.6 MILES TO THE END OF TRUCK TRAVEL.  FROM
 RT0507'HERE PACK UP TO TOP AND STATION, A DISTANCE OF ABOUT 1/2 MILE.
 RT0507'
 RT0507'STATION AND REFERENCE MARKS ARE STANDARD TABLETS SET IN THE TOP
 RT0507'OF CAST IRON PIPES SET IN CONCRETE IN CLAY TILE PIPES.
 RT0507
 RT0507                          STATION RECOVERY (1965)
 RT0507
 RT0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RT0507'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46105-4, STATION 1004.
 RT0507
 RT0507                          STATION RECOVERY (1975)
 RT0507
 RT0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RT0507'RECOVERED.
 RT0507'
 RT0507'STATION MARK--STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1197 ***********************************************************************
 SR1197  DESIGNATION -  HAWLEY
 SR1197  PID         -  SR1197
 SR1197  STATE/COUNTY-  MT/PHILLIPS
 SR1197  USGS QUAD   -  CHAIN BUTTES (1965)
 SR1197
 SR1197                         *CURRENT SURVEY CONTROL
 SR1197  ___________________________________________________________________
 SR1197* NAD 83(1992)-  47 37 22.16404(N)    108 05 59.42274(W)     ADJUSTED  
 SR1197* NAVD 88     -       827.     (meters)    2713.     (feet)  SCALED    
 SR1197  ___________________________________________________________________
 SR1197  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 SR1197  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 SR1197
 SR1197  HORZ ORDER  -  THIRD
 SR1197
 SR1197.The horizontal coordinates were established by classical geodetic methods
 SR1197.and adjusted by the National Geodetic Survey in July 1992..
 SR1197
 SR1197.The orthometric height was scaled from a topographic map.
 SR1197
 SR1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1197
 SR1197.The geoid height was determined by GEOID03.
 SR1197
 SR1197;                    North         East     Units Scale Factor Converg.
 SR1197;SPC MT       -   375,720.369   705,183.241   MT  0.99944935   +1 01 27.2
 SR1197;SPC MT       - 1,232,678.38  2,313,593.31   iFT  0.99944935   +1 01 27.2
 SR1197;UTM  12      - 5,278,455.594   717,902.693   MT  1.00018352   +2 08 35.7
 SR1197
 SR1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1197!SPC MT       -   0.99987284  x   0.99944935  =   0.99932226
 SR1197!UTM  12      -   0.99987284  x   1.00018352  =   1.00005634
 SR1197
 SR1197                          SUPERSEDED SURVEY CONTROL
 SR1197
 SR1197  NAD 83(1986)-  47 37 22.15771(N)    108 05 59.40709(W) AD(       ) 3
 SR1197
 SR1197.Superseded values are not recommended for survey control.
 SR1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1197.See file dsdata.txt to determine how the superseded data were derived.
 SR1197
 SR1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT1790378456(NAD 83)
 SR1197_MARKER: DS = TRIANGULATION STATION DISK
 SR1197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1197_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1197
 SR1197  HISTORY     - Date     Condition        Report By
 SR1197  HISTORY     - 1885     MONUMENTED       MORC
 SR1197
 SR1197                          STATION DESCRIPTION
 SR1197
 SR1197'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SR1197'HAWLEY IS ON THE LEFT BANK, THREE-FOURTHS OF A MI. N. OF HAWLEY BEND,
 SR1197'ON THE HIGHEST GROUND IN THE VICINITY.
 SR1197'
 SR1197'STATION MARK--STANDARD MORC TABLET BOLTED TO 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0477 ***********************************************************************
 SQ0477  DESIGNATION -  HAXBY
 SQ0477  PID         -  SQ0477
 SQ0477  STATE/COUNTY-  MT/GARFIELD
 SQ0477  USGS QUAD   -  NORVILLE CREEK (1972)
 SQ0477
 SQ0477                         *CURRENT SURVEY CONTROL
 SQ0477  ___________________________________________________________________
 SQ0477* NAD 83(1992)-  47 46 56.39686(N)    106 25 56.33237(W)     ADJUSTED  
 SQ0477* NAVD 88     -       764.73   (+/-2cm)    2509.0    (feet)  VERTCON   
 SQ0477  ___________________________________________________________________
 SQ0477  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 SQ0477  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 SQ0477
 SQ0477  HORZ ORDER  -  FIRST
 SQ0477  VERT ORDER  -  THIRD ? (See Below)
 SQ0477
 SQ0477.The horizontal coordinates were established by classical geodetic methods
 SQ0477.and adjusted by the National Geodetic Survey in July 1992..
 SQ0477
 SQ0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0477.The vertical order pertains to the NGVD 29 superseded value.
 SQ0477
 SQ0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0477
 SQ0477.The geoid height was determined by GEOID03.
 SQ0477
 SQ0477;                    North         East     Units Scale Factor Converg.
 SQ0477;SPC MT       -   397,004.639   829,710.840   MT  0.99948298   +2 14 38.5
 SQ0477;SPC MT       - 1,302,508.66  2,722,148.43   iFT  0.99948298   +2 14 38.5
 SQ0477;UTM  13      - 5,293,101.136   392,708.178   MT  0.99974146   -1 03 39.1
 SQ0477
 SQ0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0477!SPC MT       -   0.99988273  x   0.99948298  =   0.99936577
 SQ0477!UTM  13      -   0.99988273  x   0.99974146  =   0.99962422
 SQ0477
 SQ0477|---------------------------------------------------------------------|
 SQ0477| PID    Reference Object                     Distance      Geod. Az  |
 SQ0477|                                                           dddmmss.s |
 SQ0477| CQ6698 HAXBY RM 1                           27.540 METERS 00015     |
 SQ0477| CQ6699 HAXBY RM 2                           19.820 METERS 08939     |
 SQ0477| SQ0475 T23N R41E SECS 2 3 1/4 COR           19.690 METERS 14846     |
 SQ0477| CQ6697 HAXBY AZ MK                                        1721558.0 |
 SQ0477| SQ0037 G 88                                 17.640 METERS 18009     |
 SQ0477|---------------------------------------------------------------------|
 SQ0477
 SQ0477                          SUPERSEDED SURVEY CONTROL
 SQ0477
 SQ0477  NAD 83(1986)-  47 46 56.39331(N)    106 25 56.32005(W) AD(       ) 1
 SQ0477  NAD 27      -  47 46 56.35600(N)    106 25 54.19000(W) AD(       ) 1
 SQ0477  NGVD 29 (07/19/86)  764.10   (m)         2506.9    (f) LEVELING    3  
 SQ0477
 SQ0477.Superseded values are not recommended for survey control.
 SQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0477.See file dsdata.txt to determine how the superseded data were derived.
 SQ0477
 SQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN9270893101(NAD 83)
 SQ0477_MARKER: DS = TRIANGULATION STATION DISK
 SQ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0477
 SQ0477  HISTORY     - Date     Condition        Report By
 SQ0477  HISTORY     - 1934     MONUMENTED       CGS
 SQ0477  HISTORY     - 1972     SEE DESCRIPTION  USGS
 SQ0477  HISTORY     - 1973     MARK NOT FOUND   NGS
 SQ0477
 SQ0477                          STATION DESCRIPTION
 SQ0477
 SQ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0477'THE STATION IS IN SEC. 3, T. 23 N., R. 41 E.  IT IS 1-1/2
 SQ0477'MILES NORTH OF HAXBY POST OFFICE, 57.0 FEET NORTH OF QUARTER
 SQ0477'SECTION FENCE CORNER AND 34.4 FEET WEST OF THE CENTER LINE
 SQ0477'OF THE SECTION ROAD.
 SQ0477'
 SQ0477'THE STATION MAY BE REACHED FROM THE HAXBY POST OFFICE BY
 SQ0477'GOING NORTH ON THE MAIN ROAD 1.5 MILES.
 SQ0477'
 SQ0477'REFERENCE MARK NO. 1, IS NORTH OF THE STATION
 SQ0477'AND 33 FEET WEST OF THE CENTER LINE OF THE SECTION ROAD.
 SQ0477'
 SQ0477'REFERENCE MARK NO. 2, IS EAST OF THE STATION AND
 SQ0477'31.7 FEET EAST OF THE CENTER LINE OF THE SECTION ROAD.
 SQ0477'
 SQ0477'THE AZIMUTH MARK, IS LOCATED IN A CORN FIELD 207
 SQ0477'FEET EAST OF THE CENTER LINE OF THE SECTION ROAD, 1.1 MILES
 SQ0477'NORTH OF HAXBY POST OFFICE AND IS SOUTH-SOUTHEAST OF THE
 SQ0477'STATION.
 SQ0477'
 SQ0477'THE GENERAL LAND OFFICE 1/4 SECTION MARKER IS IN THE CENTER
 SQ0477'OF THE SECTION ROAD SOUTHEAST OF THE STATION.
 SQ0477'
 SQ0477'THE UNITED STATES COAST AND GEODETIC SURVEY BENCH MARK IS
 SQ0477'SOUTH OF THE STATION AND 33.8 FEET WEST OF THE CENTER LINE
 SQ0477'OF THE SECTION ROAD.
 SQ0477'
 SQ0477'A 4-FOOT STAND WILL CLEAR ALL LINES.
 SQ0477
 SQ0477                          STATION RECOVERY (1972)
 SQ0477
 SQ0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (ALS)
 SQ0477'THIS MARK DESTROYED BY ROAD IMPROVEMENT.
 SQ0477
 SQ0477                          STATION RECOVERY (1973)
 SQ0477
 SQ0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SQ0477'THE ROAD HAS BEEN REBUILT IN THIS AREA AND THE OUTER EDGE OF
 SQ0477'THE DITCH SLOPE EXTENDS 40 FEET FROM THE CENTERLINE.  THE
 SQ0477'STATION WAS 34.4 FEET WEST OF THE CENTERLINE, AND THE ONLY
 SQ0477'MARK FOUND AT THE SITE WAS REFERENCE MARK NO. 2.  THE ROCK
 SQ0477'HOLDING THE DISK WAS FOUND SITTING ON TOP OF THE GROUND, 80
 SQ0477'FEET EAST OF THE CENTERLINE, WITH THE ARROW POINTING EAST
 SQ0477'INSTEAD OF WEST.  EVIDENTLY THIS ROCK WAS PUSHED OUT OF THE
 SQ0477'WAY DURING ROAD CONSTRUCTION.  NO OTHER MARKS WERE FOUND
 SQ0477'AND THE DISK WAS REMOVED FROM THE BOULDER.  STATION SHOULD
 SQ0477'BE CONSIDERED LOST.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT
 SQ0477'NOT FOUND.
 SQ0477'
 SQ0477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX.
 SQ0477'40 MILES NORTHEAST OF JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0491 ***********************************************************************
 ST0491  DESIGNATION -  HAY
 ST0491  PID         -  ST0491
 ST0491  STATE/COUNTY-  MT/TETON
 ST0491  USGS QUAD   -  WATSON FLATS (1987)
 ST0491
 ST0491                         *CURRENT SURVEY CONTROL
 ST0491  ___________________________________________________________________
 ST0491* NAD 83(1992)-  47 46 08.64720(N)    112 27 17.17816(W)     ADJUSTED  
 ST0491* NAVD 88     -      1338.3    (meters)    4391.     (feet)  VERTCON   
 ST0491  ___________________________________________________________________
 ST0491  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 ST0491  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 ST0491
 ST0491  HORZ ORDER  -  SECOND
 ST0491
 ST0491.The horizontal coordinates were established by classical geodetic methods
 ST0491.and adjusted by the National Geodetic Survey in July 1992..
 ST0491
 ST0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0491
 ST0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0491
 ST0491.The geoid height was determined by GEOID03.
 ST0491
 ST0491;                    North         East     Units Scale Factor Converg.
 ST0491;SPC MT       -   395,206.648   378,684.556   MT  0.99947988   -2 09 41.1
 ST0491;SPC MT       - 1,296,609.74  1,242,403.40   iFT  0.99947988   -2 09 41.1
 ST0491;UTM  12      - 5,291,658.419   390,998.269   MT  0.99974600   -1 04 38.2
 ST0491
 ST0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0491!SPC MT       -   0.99979246  x   0.99947988  =   0.99927245
 ST0491!UTM  12      -   0.99979246  x   0.99974600  =   0.99953851
 ST0491
 ST0491:                Primary Azimuth Mark                     Grid Az
 ST0491:SPC MT       -  HAY AZ MK                                091 47 35.8
 ST0491:UTM  12      -  HAY AZ MK                                090 42 32.9
 ST0491
 ST0491|---------------------------------------------------------------------|
 ST0491| PID    Reference Object                     Distance      Geod. Az  |
 ST0491|                                                           dddmmss.s |
 ST0491| CN3693 HAY AZ MK                                          0893754.7 |
 ST0491| CN3695 HAY RM 2                             12.533 METERS 09111     |
 ST0491| CN3694 HAY RM 1                             17.078 METERS 35748     |
 ST0491|---------------------------------------------------------------------|
 ST0491
 ST0491                          SUPERSEDED SURVEY CONTROL
 ST0491
 ST0491  NAD 83(1986)-  47 46 08.65403(N)    112 27 17.16359(W) AD(       ) 2
 ST0491  NAD 27      -  47 46 08.83420(N)    112 27 14.05800(W) AD(       ) 2
 ST0491  NGVD 29 (07/19/86) 1337.3    (m)         4387.     (f) VERT ANG       
 ST0491
 ST0491.Superseded values are not recommended for survey control.
 ST0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0491.See file dsdata.txt to determine how the superseded data were derived.
 ST0491
 ST0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT9099891658(NAD 83)
 ST0491_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0491
 ST0491  HISTORY     - Date     Condition        Report By
 ST0491  HISTORY     - 1960     MONUMENTED       CGS
 ST0491  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ST0491
 ST0491                          STATION DESCRIPTION
 ST0491
 ST0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0491'STATION IS IN A LARGE MEADOW NEAR THE SOUTHWEST CORNER OF A
 ST0491'FENCED AREA, IT IS ABOUT 11-1/2 MILES WEST-SOUTHWEST OF
 ST0491'CHOTEAU, 12 MILES SOUTH OF BYNUM RESERVOIR AND 6 MILES NORTH
 ST0491'OF PISHKUN RESERVOIR.
 ST0491'
 ST0491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89
 ST0491'AND STATE HIGHWAY 287 IN CHOTEAU GO SOUTHERLY ON STATE HIGHWAY
 ST0491'287 FOR 1.1 MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT
 ST0491'WESTERLY ON GRAVELED ROAD FOR 4.4 MILES TO A FORK AND A SIGN
 ST0491'MEADOW, CONTINUE AHEAD ON RIGHT FORK WESTERLY FOR 2.1 MILES
 ST0491'TO A FORK JUST AFTER CROSSING A SMALL BRIDGE, TAKE RIGHT FORK
 ST0491'AND CONTINUE WESTERLY FOR 5.2 MILES TO A GRAVELED SIDE ROAD
 ST0491'LEFT, TURN LEFT SOUTHWEST CROSSING WILLOW CREEK FOR 1.8 MILES
 ST0491'TO A WIRE GATE, CONTINUE SOUTHWESTERLY PASSING THROUGH GATE
 ST0491'FOR 0.7 MILE TO A FENCE CORNER JUST AFTER CROSSING A DRAW,
 ST0491'TURN RIGHT WESTERLY ON A TRACK ROAD FOR 0.5 MILE TO A FENCE
 ST0491'CORNER AND THE AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD
 ST0491'WESTERLY FOR 0.5 MILE TO ANOTHER FENCE CORNER, A TRIANGLE
 ST0491'BLAZE ON THE EAST SIDE OF THE CORNER FENCE POST AND THE
 ST0491'STATION.
 ST0491'
 ST0491'STATION MARKS ARE STANDARD DISK, STAMPED HAY 1960, THE SURFACE
 ST0491'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 ST0491'PROJECTING 8 INCHES.  IT IS 30 FEET SOUTH OF THE NORTH GATE
 ST0491'POST OF A WIRE GATE, 4 FEET EAST OF A NORTH AND SOUTH FENCE
 ST0491'AND 4 FEET NORTH OF A EAST AND WEST FENCE.  THE UNDERGROUND
 ST0491'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 20 INCHES BELOW
 ST0491'THE SURFACE OF THE GROUND.
 ST0491'
 ST0491'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAY NO 1 1960,
 ST0491'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 ST0491'THE SURFACE OF THE GROUND.  IT IS 26 FEET NORTH OF THE GATE
 ST0491'POST AND 1 FOOT EAST OF THE NORTH AND SOUTH FENCE.
 ST0491'
 ST0491'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAY NO 2 1960,
 ST0491'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 ST0491'8 INCHES.  IT IS 54 FEET SOUTHEAST OF THE GATE POST AND 2
 ST0491'FEET NORTH OF THE EAST AND WEST FENCE.
 ST0491'
 ST0491'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAY 1960, SET IN
 ST0491'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 ST0491'IT IS 31 FEET SOUTHWEST OF THE NORTH GATE POST OF A WIRE
 ST0491'GATE, 30 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 1 FOOT
 ST0491'NORTH OF A WIRE FENCE.
 ST0491
 ST0491                          STATION RECOVERY (1961)
 ST0491
 ST0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0491'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0784 ***********************************************************************
 TM0784  DESIGNATION -  HAY
 TM0784  PID         -  TM0784
 TM0784  STATE/COUNTY-  MT/GLACIER
 TM0784  USGS QUAD   -  ETHRIDGE NW (1966)
 TM0784
 TM0784                         *CURRENT SURVEY CONTROL
 TM0784  ___________________________________________________________________
 TM0784* NAD 83(1992)-  48 43 15.18958(N)    112 12 39.82213(W)     ADJUSTED  
 TM0784* NAVD 88     -      1223.1    (meters)    4013.     (feet)  VERTCON   
 TM0784  ___________________________________________________________________
 TM0784  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 TM0784  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 TM0784
 TM0784  HORZ ORDER  -  SECOND
 TM0784
 TM0784.The horizontal coordinates were established by classical geodetic methods
 TM0784.and adjusted by the National Geodetic Survey in July 1992..
 TM0784
 TM0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0784
 TM0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0784
 TM0784.The geoid height was determined by GEOID03.
 TM0784
 TM0784;                    North         East     Units Scale Factor Converg.
 TM0784;SPC MT       -   500,282.003   400,592.309   MT  0.99984049   -1 58 59.4
 TM0784;SPC MT       - 1,641,345.15  1,314,279.23   iFT  0.99984049   -1 58 59.4
 TM0784;UTM  12      - 5,397,136.250   410,926.838   MT  0.99969747   -0 54 36.6
 TM0784
 TM0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0784!SPC MT       -   0.99981067  x   0.99984049  =   0.99965119
 TM0784!UTM  12      -   0.99981067  x   0.99969747  =   0.99950820
 TM0784
 TM0784|---------------------------------------------------------------------|
 TM0784| PID    Reference Object                     Distance      Geod. Az  |
 TM0784|                                                           dddmmss.s |
 TM0784| CN3697 HAY RM 1                             19.599 METERS 00002     |
 TM0784| CN3698 HAY RM 2                             19.650 METERS 18032     |
 TM0784| CN3696 HAY AZ MK                                          1813258.8 |
 TM0784| TM0780 CUT BANK UNION OIL REFIN C STK      APPROX.12.9 KM 1911822.2 |
 TM0784| TM0799 MOUNTAIN STS TT CO MICROWAVE        APPROX.10.7 KM 3171519.8 |
 TM0784| TM0800 MONTANA PWR CO MICROWAVE MAST       APPROX. 6.8 KM 3335335.2 |
 TM0784|---------------------------------------------------------------------|
 TM0784
 TM0784                          SUPERSEDED SURVEY CONTROL
 TM0784
 TM0784  NAD 83(1986)-  48 43 15.19416(N)    112 12 39.81206(W) AD(       ) 2
 TM0784  NAD 27      -  48 43 15.24151(N)    112 12 36.64642(W) AD(       ) 2
 TM0784  NGVD 29 (07/19/86) 1222.0    (m)         4009.     (f) VERT ANG       
 TM0784
 TM0784.Superseded values are not recommended for survey control.
 TM0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0784.See file dsdata.txt to determine how the superseded data were derived.
 TM0784
 TM0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU1092797136(NAD 83)
 TM0784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0784
 TM0784  HISTORY     - Date     Condition        Report By
 TM0784  HISTORY     - 1964     MONUMENTED       CGS
 TM0784
 TM0784                          STATION DESCRIPTION
 TM0784
 TM0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0784'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST OF KEVIN, 8 MILES
 TM0784'NORTHEAST OF CUT BANK, 5 MILES EAST NORTHEAST OF SANTA RITA ON THE
 TM0784'HIGHEST POINT IN THE VICINITY.
 TM0784'
 TM0784'TO REACH THE STATION FROM THE POST OFFICE IN CUT BANK, GO NORTH
 TM0784'ON SOUTH CENTRAL AVENUE FOR 0.05 MILE TO U.S. HIGHWAY 2.  TURN
 TM0784'RIGHT AND GO EAST ON U.S. HIGHWAY 2 FOR 4.0 MILES TO A CROSS ROAD
 TM0784'(THIS IS 0.35 MILE BEFORE REACHING THE UNION OIL CO. REFINERY
 TM0784'OFFICE).  TURN LEFT AND GO NORTH ON A BLADED ROAD FOR 7.15 MILES
 TM0784'TO A BLADED ROAD ON THE RIGHT, TURN RIGHT AND GO EAST FOR 1.25
 TM0784'MILES TO THE END OF THE BLADED ROAD AND A FORK.  TAKE THE RIGHT
 TM0784'FORK AND CONTINUE AHEAD, EAST, ON A TRACK ROAD FOR 0.75 MILE
 TM0784'TO A TRACK FIELD ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE
 TM0784'LEFT.  TURN LEFT AND GO NORTH ON THE FIELD ROAD FOR 0.5 MILE
 TM0784'TO A FENCE CORNER, CONTINUE NORTH ON THE WEST SIDE OF THE
 TM0784'FENCE FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 TM0784'
 TM0784'THE STATION MARK IS A STANDARD DISK, STAMPED HAY 1964, SET IN
 TM0784'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 TM0784'INCHES.  IT IS 11 FEET EAST OF THE CENTER OF THE FIELD ROAD,
 TM0784'3.7 FEET NORTH NORTHWEST OF A WITNESS POST AND 0.9 FEET WEST OF
 TM0784'A NORTH-SOUTH FENCE LINE.
 TM0784'
 TM0784'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAY NO 1 1964, SET
 TM0784'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TM0784'4 INCHES ABOVE THE GROUND.  IT IS 11 FEET EAST OF THE CENTER OF
 TM0784'THE FIELD ROAD, 1.0 FEET WEST OF THE FENCE LINE AND AT ABOUT
 TM0784'THE SAME ELEVATION AS THE STATION.
 TM0784'
 TM0784'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAY NO 2 1964, SET
 TM0784'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TM0784'4 INCHES.  IT IS 10 FEET EAST OF THE CENTER OF THE FIELD ROAD,
 TM0784'0.6 FEET WEST OF THE FENCE LINE AND AT ABOUT THE SAME ELEVATION
 TM0784'AS THE STATION.
 TM0784'
 TM0784'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAY 1964, SET IN
 TM0784'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 TM0784'INCHES.  IT IS 22 FEET NORTH OF THE CENTER OF THE TRACK ROAD,
 TM0784'2.8 FEET EAST OF A TELEPHONE POLE, AND 1.8 FEET WEST OF A WITNESS
 TM0784'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0568 ***********************************************************************
 RU0568  DESIGNATION -  HAY
 RU0568  PID         -  RU0568
 RU0568  STATE/COUNTY-  MT/ROSEBUD
 RU0568  USGS QUAD   -  FINCH NE (1968)
 RU0568
 RU0568                         *CURRENT SURVEY CONTROL
 RU0568  ___________________________________________________________________
 RU0568* NAD 83(1992)-  46 27 57.86504(N)    106 49 44.63216(W)     ADJUSTED  
 RU0568* NAVD 88     -       907.8    (meters)    2978.     (feet)  VERTCON   
 RU0568  ___________________________________________________________________
 RU0568  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 RU0568  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 RU0568
 RU0568  HORZ ORDER  -  SECOND
 RU0568
 RU0568.The horizontal coordinates were established by classical geodetic methods
 RU0568.and adjusted by the National Geodetic Survey in July 1992..
 RU0568
 RU0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0568
 RU0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0568
 RU0568.The geoid height was determined by GEOID03.
 RU0568
 RU0568;                    North         East     Units Scale Factor Converg.
 RU0568;SPC MT       -   249,753.902   805,000.353   MT  0.99943781   +1 57 13.7
 RU0568;SPC MT       -   819,402.57  2,641,077.27   iFT  0.99943781   +1 57 13.7
 RU0568;UTM  13      - 5,147,458.905   359,566.347   MT  0.99984242   -1 19 34.4
 RU0568
 RU0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0568!SPC MT       -   0.99986009  x   0.99943781  =   0.99929798
 RU0568!UTM  13      -   0.99986009  x   0.99984242  =   0.99970253
 RU0568
 RU0568|---------------------------------------------------------------------|
 RU0568| PID    Reference Object                     Distance      Geod. Az  |
 RU0568|                                                           dddmmss.s |
 RU0568| CQ6700 HAY RM 1                             14.917 METERS 06543     |
 RU0568| RU0560 WATSON                              APPROX.10.5 KM 1270235.3 |
 RU0568| CQ6701 HAY RM 2                             15.442 METERS 14143     |
 RU0568|---------------------------------------------------------------------|
 RU0568
 RU0568                          SUPERSEDED SURVEY CONTROL
 RU0568
 RU0568  NAD 83(1986)-  46 27 57.85612(N)    106 49 44.60277(W) AD(       ) 2
 RU0568  NAD 27      -  46 27 57.88247(N)    106 49 42.43549(W) AD(       ) 2
 RU0568  NGVD 29 (07/19/86)  907.1    (m)         2976.     (f) VERT ANG       
 RU0568
 RU0568.Superseded values are not recommended for survey control.
 RU0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0568.See file dsdata.txt to determine how the superseded data were derived.
 RU0568
 RU0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM5956647459(NAD 83)
 RU0568_MARKER: DD = SURVEY DISK
 RU0568_SETTING: 0 = UNSPECIFIED SETTING
 RU0568
 RU0568  HISTORY     - Date     Condition        Report By
 RU0568  HISTORY     - 1971     MONUMENTED       USGS
 RU0568
 RU0568                          STATION DESCRIPTION
 RU0568
 RU0568'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DH)
 RU0568'THE STATION IS LOCATED NORTH 28 DEGREES WEST, ABOUT 16 MILES
 RU0568'AIRLINE DISTANCE FROM FORSYTH, MONTANA, ON THE HIGHEST PART OF
 RU0568'A HILL, IN SECTION 10, TOWNSHIP 8 NORTH, RANGE 39 EAST, ON LAND
 RU0568'OWNED BY BOB GEARHART.
 RU0568'
 RU0568'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 12, GO
 RU0568'NORTHWEST 1.2 MILES ON U.S. HIGHWAY 12 TO A ROAD RIGHT.  GO
 RU0568'NORTHEAST ON GRAVEL ROAD FOR 0.65 MILES TO A ROAD LEFT.  GO
 RU0568'NORTH ON GRAVEL ROAD 3.25 MILES TO A ROAD LEFT.  GO LEFT,
 RU0568'NORTHWEST 5.3 MILES ON DIRT ROAD TO THE GEARHART RANCH.  TURN
 RU0568'LEFT IN RANCH YARD AND GO 0.7 MILES WEST TO A GATE AND Y-ROAD.
 RU0568'GO RIGHT 4.65 MILES NORTH AND NORTHWEST ON TRACK ROAD TO A
 RU0568'CATTLEGUARD AND Y-ROAD.  GO LEFT 2.25 MILES NORTHWEST ON
 RU0568'TRACK ROAD, LEAVE ROAD AND GO ACROSS COUNTRY NORTHWEST 0.15
 RU0568'MILES TO TOP OF HILL AND STATION SITE.  THE STATION IS 8 FEET
 RU0568'SOUTH OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 RU0568'
 RU0568'STATION MARK AND REFERENCE MARKS ARE USGS BRASS TABLETS
 RU0568'SOLDERED TO COPPER COATED STEEL RODS DRIVEN TO REFUSAL AT THE
 RU0568'DEPTHS INDICATED, AND CENTERED IN GRAVEL FILLED ORANGEBURG
 RU0568'TILES 6 INCHES IN DIAMETER AND 12 INCHES LONG SET FLUSH WITH THE
 RU0568'GROUND.
 RU0568'
 RU0568'STATION MARK--THE ROD WAS DRIVEN 5.0 FEET, THE TABLET IS STAMPED
 RU0568'HAY ET 1971.
 RU0568'
 RU0568'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 5.0 FEET, THE TABLET
 RU0568'IS STAMPED HAY ET 1971 RM NO. 1.
 RU0568'
 RU0568'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 5.7 FEET, THE TABLET IS
 RU0568'STAMPED HAY ET 1971 RM NO. 2.
 RU0568'
 RU0568'STATION WATSON ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 RU0568'AND WILL SERVE AS AZIMUTH MARK.
 RU0568'
 RU0568'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0320 ***********************************************************************
 QU0320  DESIGNATION -  HAY
 QU0320  PID         -  QU0320
 QU0320  STATE/COUNTY-  MT/POWDER RIVER
 QU0320  USGS QUAD   -  DRY CREEK BUTTE (1982)
 QU0320
 QU0320                         *CURRENT SURVEY CONTROL
 QU0320  ___________________________________________________________________
 QU0320* NAD 83(1993)-  45 21 32.66750(N)    105 11 56.27892(W)     ADJUSTED  
 QU0320* NAVD 88     -      1129.5    (meters)    3706.     (feet)  VERTCON   
 QU0320  ___________________________________________________________________
 QU0320  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 QU0320  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 QU0320
 QU0320  HORZ ORDER  -  FIRST
 QU0320
 QU0320.The horizontal coordinates were established by classical geodetic methods
 QU0320.and adjusted by the National Geodetic Survey in January 1997..
 QU0320
 QU0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0320
 QU0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0320
 QU0320.The geoid height was determined by GEOID03.
 QU0320
 QU0320;                    North         East     Units Scale Factor Converg.
 QU0320;SPC MT       -   132,514.629   936,762.503   MT  0.99980344   +3 08 46.4
 QU0320;SPC MT       -   434,759.28  3,073,367.79   iFT  0.99980344   +3 08 46.4
 QU0320;UTM  13      - 5,022,859.516   484,416.664   MT  0.99960299   -0 08 29.7
 QU0320
 QU0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0320!SPC MT       -   0.99982530  x   0.99980344  =   0.99962878
 QU0320!UTM  13      -   0.99982530  x   0.99960299  =   0.99942836
 QU0320
 QU0320:                Primary Azimuth Mark                     Grid Az
 QU0320:SPC MT       -  HAY AZ MK                                219 46 32.6
 QU0320:UTM  13      -  HAY AZ MK                                223 03 48.7
 QU0320
 QU0320|---------------------------------------------------------------------|
 QU0320| PID    Reference Object                     Distance      Geod. Az  |
 QU0320|                                                           dddmmss.s |
 QU0320| CQ7791 HAY AZ MK                                          2225519.0 |
 QU0320| CQ7792 HAY RM 1                              5.059 METERS 22830     |
 QU0320| CQ7793 HAY RM 2                              5.407 METERS 33400     |
 QU0320|---------------------------------------------------------------------|
 QU0320
 QU0320                          SUPERSEDED SURVEY CONTROL
 QU0320
 QU0320  NAD 83(1992)-  45 21 32.65991(N)    105 11 56.28050(W) AD(       ) 1
 QU0320  NAD 83(1986)-  45 21 32.65723(N)    105 11 56.27221(W) AD(       ) 1
 QU0320  NAD 27      -  45 21 32.69700(N)    105 11 54.31800(W) AD(       ) 1
 QU0320  NGVD 29 (07/19/86) 1128.9    (m)         3704.     (f) VERT ANG       
 QU0320
 QU0320.Superseded values are not recommended for survey control.
 QU0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0320.See file dsdata.txt to determine how the superseded data were derived.
 QU0320
 QU0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL8441722860(NAD 83)
 QU0320_MARKER: DS = TRIANGULATION STATION DISK
 QU0320_SETTING: 80 = SET IN A BOULDER
 QU0320_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QU0320
 QU0320  HISTORY     - Date     Condition        Report By
 QU0320  HISTORY     - 1949     MONUMENTED       CGS
 QU0320
 QU0320                          STATION DESCRIPTION
 QU0320
 QU0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0320'THE STATION IS LOCATED ON THE HIGHEST AND MOST EASTERLY
 QU0320'ONE OF TWO VERY PROMINENT BUTTES, LYING ABOUT 11 MILES SOUTHEAST
 QU0320'OF BROADUS, 5 MILES EAST OF THE LITTLE POWDER RIVER, 1.5
 QU0320'MILES NORTH OF U.S. HIGHWAY 212, AND ON LAND OWNED BY MR.
 QU0320'OTIS NISLEY.
 QU0320'
 QU0320'TO REACH THE STATION FROM THE POST OFFICE IN BROADUS, GO
 QU0320'SOUTH AND EASTERLY ON U.S. HIGHWAY 212 FOR 7.4 MILES TO A
 QU0320'BRIDGE OVER THE LITTLE POWDER RIVER, CROSS BRIDGE AND CONTINUE
 QU0320'SOUTHEASTERLY ON THE HIGHWAY FOR 5.55 MILES TO A TRACK ROAD
 QU0320'ON THE LEFT, AND THE AZIMUTH MARK AS DESCRIBED BELOW, TURN
 QU0320'LEFT, NORTH, GO THROUGH GATE AND FOLLOW THE MAIN TRACK ROAD
 QU0320'FOR 1.8 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 QU0320'NORTHEASTERLY AND FOLLOW DIM TRACK ROAD FOR 0.7 MILE TO A GATE, GO
 QU0320'THROUGH GATE AND FOLLOW THE DIM TRACK ROAD
 QU0320'EAST-SOUTHEASTERLY FOR 1 MILE TO THE END OF TRUCK TRAVEL,
 QU0320'PACK UP STEEP ROCKY SLOPE TO THE TOP AND STATION.  A 15
 QU0320'MINUTE PACK.
 QU0320'
 QU0320'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QU0320'ON THE TOP OF A LARGE BOULDER, FLUSH WITH THE SURFACE AND IS
 QU0320'STAMPED HAY 1949.
 QU0320'
 QU0320'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 QU0320'HOLE ON THE TOP OF A LARGE BOULDER, FLUSH WITH THE SURFACE
 QU0320'AND IS STAMPED HAY NO 1 1949.
 QU0320'
 QU0320'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 QU0320'HOLE ON THE TOP OF A LARGE BOULDER, FLUSH WITH THE SURFACE
 QU0320'AND IS STAMPED HAY NO 2 1949.
 QU0320'
 QU0320'THE AZIMUTH MARK IS 150 FEET EAST OF THE APPROXIMATE CENTERLINE
 QU0320'OF A TRACK ROAD, 47 FEET NORTH OF THE APPROXIMATE CENTERLINE
 QU0320'OF U.S. HIGHWAY 212, AND 3.5 FEET WEST OF A WITNESS POST.
 QU0320'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 QU0320'CONCRETE POST, PROJECTING 5 INCHES, AND THE DISK IS STAMPED
 QU0320'HAY 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0663 ***********************************************************************
 TH0663  DESIGNATION -  HAY
 TH0663  PID         -  TH0663
 TH0663  STATE/COUNTY-  MT/ROOSEVELT
 TH0663  USGS QUAD   -  HAY CREEK (1983)
 TH0663
 TH0663                         *CURRENT SURVEY CONTROL
 TH0663  ___________________________________________________________________
 TH0663* NAD 83(1992)-  48 26 43.71149(N)    105 01 04.91233(W)     ADJUSTED  
 TH0663* NAVD 88     -       811.1    (meters)    2661.     (feet)  VERTCON   
 TH0663  ___________________________________________________________________
 TH0663  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 TH0663  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 TH0663
 TH0663  HORZ ORDER  -  FIRST
 TH0663
 TH0663.The horizontal coordinates were established by classical geodetic methods
 TH0663.and adjusted by the National Geodetic Survey in July 1992..
 TH0663
 TH0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0663
 TH0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0663
 TH0663.The geoid height was determined by GEOID03.
 TH0663
 TH0663;                    North         East     Units Scale Factor Converg.
 TH0663;SPC MT       -   475,692.967   931,300.907   MT  0.99970712   +3 16 42.9
 TH0663;SPC MT       - 1,560,672.46  3,055,449.17   iFT  0.99970712   +3 16 42.9
 TH0663;UTM  13      - 5,365,815.052   498,666.574   MT  0.99960002   -0 00 48.6
 TH0663
 TH0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0663!SPC MT       -   0.99987564  x   0.99970712  =   0.99958280
 TH0663!UTM  13      -   0.99987564  x   0.99960002  =   0.99947571
 TH0663
 TH0663|---------------------------------------------------------------------|
 TH0663| PID    Reference Object                     Distance      Geod. Az  |
 TH0663|                                                           dddmmss.s |
 TH0663| CQ7790 HAY RM 1                             22.373 METERS 15414     |
 TH0663| TH0664 T31N R51 52E SECS 13 18 1/4 COR      25.590 METERS 26639     |
 TH0663| CQ7789 HAY AZ MK                                          3583043.2 |
 TH0663|---------------------------------------------------------------------|
 TH0663
 TH0663                          SUPERSEDED SURVEY CONTROL
 TH0663
 TH0663  NAD 83(1986)-  48 26 43.71254(N)    105 01 04.90373(W) AD(       ) 1
 TH0663  NAD 27      -  48 26 43.63277(N)    105 01 02.99656(W) AD(       ) 1
 TH0663  NGVD 29 (07/19/86)  810.5    (m)         2659.     (f) VERT ANG       
 TH0663
 TH0663.Superseded values are not recommended for survey control.
 TH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0663.See file dsdata.txt to determine how the superseded data were derived.
 TH0663
 TH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP9866765815(NAD 83)
 TH0663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TH0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0663
 TH0663  HISTORY     - Date     Condition        Report By
 TH0663  HISTORY     - 1948     MONUMENTED       CGS
 TH0663  HISTORY     - 1949     GOOD             CGS
 TH0663
 TH0663                          STATION DESCRIPTION
 TH0663
 TH0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0663'STATION IS ON THE TOP OF A CULTIVATED HILL, ABOUT 25 MILES
 TH0663'NORTH-NORTHEAST OF POPLAR, ON THE RANGE LINE BETWEEN RANGES 51 AND
 TH0663'52 EAST.  IT IS IN THE NORTHEAST QUARTER OF SEC. 13, T. 31 N., R. 51
 TH0663'E., AND ON LAND OWNED BY MR. DONALD AKERS.  IT IS 22 FEET EAST
 TH0663'OF A TRACK ROAD AND 9 FEET SOUTH OF A WITNESS POST.  THE MARK
 TH0663'PROJECTS 6 INCHES AND THE DISK IS STAMPED HAY 1948.
 TH0663'
 TH0663'REFERENCE MARK NO. 1 IS 73.40 FEET SOUTHEAST OF THE STATION.  THE
 TH0663'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HAY NO 1 1948.
 TH0663'
 TH0663'G.L.O. (UNSTAMPED) IS WEST OF THE STATION AND WAS USED AS REFERENCE
 TH0663'MARK NO. 2.  IT IS 62 FEET WEST OF THE TRACK ROAD.  THE MARK IS A
 TH0663'STANDARD GENERAL LAND OFFICE DISK FASTENED TO THE TOP OF A 3-INCH
 TH0663'PIPE THAT PROJECTS 8 INCHES AND THE DISK IS UNSTAMPED.  A TRAVERSE
 TH0663'CONNECTION WAS MADE TO STATION HAY AND THE DISTANCE IS 25.593
 TH0663'METERS OR 83.97 FT.
 TH0663'
 TH0663'THE AZIMUTH MARK IS 0.35 MILE NORTHWEST OF THE STATION, 42 FEET WEST
 TH0663'OF THE TRACK ROAD, 12 FEET SOUTH OF A GATE POST, AND 4 FEET SOUTH OF
 TH0663'A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TH0663'HAY 1948.
 TH0663'
 TH0663'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MAIN STREET LEADING
 TH0663'INTO POPLAR, GO WEST ON HIGHWAY 2 FOR 0.1 MILE, TURN RIGHT AND
 TH0663'FOLLOW THE MAIN GRAVELED ROAD NORTHERLY 22.35 MILES TO THE BRIDGE
 TH0663'OVER THE POPLAR RIVER, CONTINUE ON MAIN ROAD UP GRADE FOR 6.15
 TH0663'MILES TO A T-ROAD, TURN RIGHT AND GO EAST FOR 5.2 MILES, TURN
 TH0663'RIGHT AND GO SOUTH 1.0 MILE, TURN LEFT AND GO EAST 3.0 MILES TO A
 TH0663'TRACK ROAD RIGHT, TURN RIGHT AND GO SOUTH 1.05 MILE TO A GATE, PASS
 TH0663'THROUGH GATE AND CONTINUE SOUTH 0.8 MILE TO THE AZIMUTH MARK
 TH0663'ON THE RIGHT, CONTINUE SOUTH 0.2 MILE TO ANOTHER GATE, PASS
 TH0663'THROUGH GATE AND CONTINUE SOUTH ALONG THE EAST SIDE OF A CULTIVATED
 TH0663'FIELD 0.15 MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 TH0663'
 TH0663'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TH0663
 TH0663                          STATION RECOVERY (1949)
 TH0663
 TH0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TH0663'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 TH0663'ORIGINAL DESCRIPTION IS ADEQUATE.  THIS STATION WAS NOT OCCUPIED BY
 TH0663'AN OBSERVING PARTY IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0747 ***********************************************************************
 TJ0747  DESIGNATION -  HAY
 TJ0747  PID         -  TJ0747
 TJ0747  STATE/COUNTY-  MT/VALLEY
 TJ0747  USGS QUAD   -  LIGHTHOUSE HILL (1984)
 TJ0747
 TJ0747                         *CURRENT SURVEY CONTROL
 TJ0747  ___________________________________________________________________
 TJ0747* NAD 83(1992)-  48 58 12.87539(N)    106 47 08.84004(W)     ADJUSTED  
 TJ0747* NAVD 88     -       822.     (meters)    2697.     (feet)  SCALED    
 TJ0747  ___________________________________________________________________
 TJ0747  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 TJ0747  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TJ0747
 TJ0747  HORZ ORDER  -  THIRD
 TJ0747
 TJ0747.The horizontal coordinates were established by classical geodetic methods
 TJ0747.and adjusted by the National Geodetic Survey in July 1992..
 TJ0747
 TJ0747.The orthometric height was scaled from a topographic map.
 TJ0747
 TJ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0747
 TJ0747.The geoid height was determined by GEOID03.
 TJ0747
 TJ0747;                    North         East     Units Scale Factor Converg.
 TJ0747;SPC MT       -   528,001.069   798,678.599   MT  0.99998182   +1 59 07.6
 TJ0747;SPC MT       - 1,732,286.97  2,620,336.61   iFT  0.99998182   +1 59 07.6
 TJ0747;UTM  13      - 5,425,684.517   369,307.998   MT  0.99980983   -1 20 50.4
 TJ0747
 TJ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0747!SPC MT       -   0.99987385  x   0.99998182  =   0.99985567
 TJ0747!UTM  13      -   0.99987385  x   0.99980983  =   0.99968371
 TJ0747
 TJ0747:                Primary Azimuth Mark                     Grid Az
 TJ0747:SPC MT       -  BOUNDARY MON 496 CD US                   347 25 36.6
 TJ0747:UTM  13      -  BOUNDARY MON 496 CD US                   350 45 34.6
 TJ0747
 TJ0747|---------------------------------------------------------------------|
 TJ0747| PID    Reference Object                     Distance      Geod. Az  |
 TJ0747|                                                           dddmmss.s |
 TJ0747| TJ0729 BOUNDARY MON 496 CD US              APPROX. 3.4 KM 3492444.2 |
 TJ0747|---------------------------------------------------------------------|
 TJ0747
 TJ0747                          SUPERSEDED SURVEY CONTROL
 TJ0747
 TJ0747  NAD 83(1986)-  48 58 12.87568(N)    106 47 08.84080(W) AD(       ) 3
 TJ0747
 TJ0747.Superseded values are not recommended for survey control.
 TJ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0747.See file dsdata.txt to determine how the superseded data were derived.
 TJ0747
 TJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ6930825685(NAD 83)
 TJ0747_MARKER: H = DRILL HOLE
 TJ0747_SETTING: 80 = SET IN A BOULDER
 TJ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0747+STABILITY: SURFACE MOTION
 TJ0747
 TJ0747  HISTORY     - Date     Condition        Report By
 TJ0747  HISTORY     - 1910     MONUMENTED       IBC
 TJ0747
 TJ0747                          STATION DESCRIPTION
 TJ0747
 TJ0747'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0747'ABOUT 2 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 496.  THE
 TJ0747'STATION IS ON A FLAT - TOPPED RISE OF LAND ABOUT ONE - HALF MILE
 TJ0747'EAST OF ROCK CREEK.
 TJ0747'
 TJ0747'STATION MARK--A DRILL HOLE AND A TRIANGLE IN A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0452 ***********************************************************************
 QV0452  DESIGNATION -  HAY
 QV0452  PID         -  QV0452
 QV0452  STATE/COUNTY-  MT/BIG HORN
 QV0452  USGS QUAD   -  LEMONADE SPRINGS (1969)
 QV0452
 QV0452                         *CURRENT SURVEY CONTROL
 QV0452  ___________________________________________________________________
 QV0452* NAD 83(1993)-  45 27 12.08938(N)    107 52 23.74940(W)     ADJUSTED  
 QV0452* NAVD 88     -      1094.     (meters)    3589.     (feet)  SCALED    
 QV0452  ___________________________________________________________________
 QV0452  LAPLACE CORR-         -10.48  (seconds)                    DEFLEC99
 QV0452  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 QV0452
 QV0452  HORZ ORDER  -  THIRD
 QV0452
 QV0452.The horizontal coordinates were established by classical geodetic methods
 QV0452.and adjusted by the National Geodetic Survey in January 1997..
 QV0452
 QV0452.The orthometric height was scaled from a topographic map.
 QV0452
 QV0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0452
 QV0452.The geoid height was determined by GEOID03.
 QV0452
 QV0452;                    North         East     Units Scale Factor Converg.
 QV0452;SPC MT       -   135,063.562   727,207.568   MT  0.99975813   +1 11 23.9
 QV0452;SPC MT       -   443,121.92  2,385,851.60   iFT  0.99975813   +1 11 23.9
 QV0452;UTM  13      - 5,037,331.089   275,337.204   MT  1.00022061   -2 02 54.9
 QV0452
 QV0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0452!SPC MT       -   0.99983067  x   0.99975813  =   0.99958884
 QV0452!UTM  13      -   0.99983067  x   1.00022061  =   1.00005125
 QV0452
 QV0452                          SUPERSEDED SURVEY CONTROL
 QV0452
 QV0452  NAD 83(1992)-  45 27 12.08566(N)    107 52 23.74651(W) AD(       ) 3
 QV0452  NAD 83(1986)-  45 27 12.08383(N)    107 52 23.73785(W) AD(       ) 3
 QV0452
 QV0452.Superseded values are not recommended for survey control.
 QV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0452.See file dsdata.txt to determine how the superseded data were derived.
 QV0452
 QV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL7533737331(NAD 83)
 QV0452_MARKER: P = PIPE CAP
 QV0452_SETTING: 0 = UNSPECIFIED SETTING
 QV0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0452
 QV0452  HISTORY     - Date     Condition        Report By
 QV0452  HISTORY     - 1950     MONUMENTED       USGS
 QV0452
 QV0452                          STATION DESCRIPTION
 QV0452
 QV0452'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QV0452'STATION IS LOCATED IN SE. 1/4 SEC. 28, T 4 S, R 31 E.
 QV0452'
 QV0452'BEGINNING AT U.S. POST OFFICE, HARDIN, MONTANA, TRAVEL S. 1-1/2
 QV0452'BLOCKS, THENCE LEFT ON STATE FARM ROAD, CONTINUE 8.7 MI., THENCE
 QV0452'LEFT ON GRAVEL COUNTY ROAD UP TO LEGGIN CREEK, FOLLOW THIS COUNTY
 QV0452'ROAD S. 10.2 MI. TO WOODY CREEK BRIDGE, CROSS BRIDGE, CONTINUE
 QV0452'S. 5.2 MI. TO BEAUVAIS CREEK BRIDGE, CROSS BRIDGE, CONTINUE S.
 QV0452'1.9 MI. TO FORK, THENCE RIGHT, CONTINUE W. PARALLEL TO POWER LINE
 QV0452'4.7 MI. TO TOP OF BENCH, THENCE SHARP LEFT, TRAVEL E. 0.1 MI., THENCE
 QV0452'RIGHT, TRAVEL S. ALONG E. EDGE OF WHEAT FIELD 0.2 MI. TO POINT OF
 QV0452'BENCH AND STATION.  STATION IS 40 FT. SE. OF A ONE WIRE FENCE.
 QV0452'
 QV0452'STATION MARK - - BRASS CAP ON 2 IN. PIPE STAMPED---HAY---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1461 ***********************************************************************
 SS1461  DESIGNATION -  HAY STACK
 SS1461  PID         -  SS1461
 SS1461  STATE/COUNTY-  MT/CASCADE
 SS1461  USGS QUAD   -  TELEGRAPH MOUNTAIN (1983)
 SS1461
 SS1461                         *CURRENT SURVEY CONTROL
 SS1461  ___________________________________________________________________
 SS1461* NAD 83(1992)-  47 20 11.94800(N)    111 55 32.01428(W)     ADJUSTED  
 SS1461* NAVD 88     -      1517.2    (meters)    4978.     (feet)  VERTCON   
 SS1461  ___________________________________________________________________
 SS1461  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 SS1461  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 SS1461
 SS1461  HORZ ORDER  -  SECOND
 SS1461
 SS1461.The horizontal coordinates were established by classical geodetic methods
 SS1461.and adjusted by the National Geodetic Survey in July 1992..
 SS1461
 SS1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1461
 SS1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1461
 SS1461.The geoid height was determined by GEOID03.
 SS1461
 SS1461;                    North         East     Units Scale Factor Converg.
 SS1461;SPC MT       -   345,818.406   416,821.294   MT  0.99940860   -1 46 27.5
 SS1461;SPC MT       - 1,134,574.82  1,367,523.93   iFT  0.99940860   -1 46 27.5
 SS1461;UTM  12      - 5,242,991.474   430,077.255   MT  0.99966008   -0 40 50.3
 SS1461
 SS1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1461!SPC MT       -   0.99976442  x   0.99940860  =   0.99917316
 SS1461!UTM  12      -   0.99976442  x   0.99966008  =   0.99942458
 SS1461
 SS1461:                Primary Azimuth Mark                     Grid Az
 SS1461:SPC MT       -  HAY STACK AZ MK                          157 55 50.6
 SS1461:UTM  12      -  HAY STACK AZ MK                          156 50 13.4
 SS1461
 SS1461|---------------------------------------------------------------------|
 SS1461| PID    Reference Object                     Distance      Geod. Az  |
 SS1461|                                                           dddmmss.s |
 SS1461| CN3699 HAY STACK AZ MK                                    1560923.1 |
 SS1461| CN3700 HAY STACK RM 1                        6.648 METERS 22827     |
 SS1461| ST0493 MOUNTAIN STS TEL MICROWAVE MST      APPROX.11.9 KM 2880502.1 |
 SS1461| CN3701 HAY STACK RM 2                        7.805 METERS 30404     |
 SS1461|---------------------------------------------------------------------|
 SS1461
 SS1461                          SUPERSEDED SURVEY CONTROL
 SS1461
 SS1461  NAD 83(1986)-  47 20 11.95188(N)    111 55 31.99860(W) AD(       ) 2
 SS1461  NAD 27      -  47 20 12.13460(N)    111 55 29.01160(W) AD(       ) 2
 SS1461  NGVD 29 (07/19/86) 1516.2    (m)         4974.     (f) VERT ANG       
 SS1461
 SS1461.Superseded values are not recommended for survey control.
 SS1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1461.See file dsdata.txt to determine how the superseded data were derived.
 SS1461
 SS1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT3007742991(NAD 83)
 SS1461_MARKER: DS = TRIANGULATION STATION DISK
 SS1461_SETTING: 66 = SET IN ROCK OUTCROP
 SS1461
 SS1461  HISTORY     - Date     Condition        Report By
 SS1461  HISTORY     - 1961     MONUMENTED       CGS
 SS1461
 SS1461                          STATION DESCRIPTION
 SS1461
 SS1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1461'THE STATION IS ABOUT 2-1/2 MILES NORTH OF ST. PETERS, 11
 SS1461'MILES SOUTH OF SIMMS, 11-1/2 MILES WEST-NORTHWEST OF CASCADE,
 SS1461'ON THE HIGHEST POINT OF A PROMINENT PEAK LOCALLY KNOWN AS
 SS1461'HAY STACK MOUNTAIN.
 SS1461'
 SS1461'TO REACH THE STATION FROM THE POST OFFICE IN CASCADE, GO
 SS1461'WEST FOR 0.05 MILE TO U.S. HIGHWAY 91.  TURN RIGHT AND GO
 SS1461'NORTHERLY FOR 0.45 MILE TO A GRAVELED SIDE ROAD ON THE LEFT.
 SS1461'TURN LEFT AND GO WESTERLY FOR 0.1 MILE TO A T-INTERSECTION.
 SS1461'TURN RIGHT AND GO NORTHWESTERLY FOR 6.9 MILES TO A SIDE ROAD
 SS1461'ON THE RIGHT.  CONTINUE WESTERLY FOR 5.55 MILES TO A CROSSROADS.
 SS1461'CONTINUE WESTERLY FOR 1.25 MILES TO A SIDE ROAD ON THE RIGHT
 SS1461'AT FARM BUILDINGS AND CORRAL ON THE RIGHT.  TURN SHARP RIGHT
 SS1461'AND GO 0.05 MILE TO A GATE.  PASS THROUGH THE GATE AND FOLLOW
 SS1461'TRACK ROAD EASTERLY THROUGH ALFALFA FIELD FOR 0.85 MILE TO A
 SS1461'CREEK FORDING.  TURN LEFT, CROSS THE CREEK AND GO NORTH ON
 SS1461'THE TRACK ROAD FOR 0.75 MILE TO A GATE IN AN EAST-WEST FENCE.
 SS1461'(THE AZIMUTH MARK IS REACHED FROM THIS POINT BY PASSING
 SS1461'THROUGH A GATE IN A NORTH-SOUTH FENCE AND GOING NORTHEAST FOR
 SS1461'0.2 MILE TO THE HIGHEST POINT OF A PROMINENT KNOLL, A 2
 SS1461'FOOT HIGH CAIRN AND THE MARK.) PASS THROUGH THE GATE AND
 SS1461'CONTINUE NORTH ON THE TRACK ROAD FOR 0.75 MILE TO A
 SS1461'FARM HOUSE.  TURN LEFT AND GO ABOUT 100 YARDS, THENCE RIGHT
 SS1461'100 YARDS TO A GATE.  PASS THROUGH THE GATE AND FOLLOW THE
 SS1461'TRACK ROAD NORTHWESTERLY FOR 0.15 MILE TO A DIM FORK, THENCE
 SS1461'NORTHEAST ACROSS COUNTRY FOR 0.25 MILE TO THE BASE OF THE
 SS1461'MOUNTAIN AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 SS1461'EAST UP VERY STEEP SLOPE FOR 45 MINUTES TO THE HIGHEST
 SS1461'POINT AND THE STATION.
 SS1461'
 SS1461'THE STATION MARK IS A STANDARD DISK STAMPED HAY STACK 1961,
 SS1461'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING
 SS1461'4 INCHES.
 SS1461'
 SS1461'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HAY STACK NO 2 1961,
 SS1461'CEMENTED IN A DRILL HOLE IN A 5 BY 2-1/2 FOOT ROCK OUTCROP
 SS1461'PROJECTING 2 FEET.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 SS1461'
 SS1461'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HAY STACK NO
 SS1461'1 1961, CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT ROCK OUTCROP
 SS1461'PROJECTING 1 FOOT.  IT IS ON THE SOUTHWEST SLOPE OF THE MOUNTAIN
 SS1461'AND ABOUT 2 FEET LOWER THAN THE STATION.
 SS1461'
 SS1461'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAY STACK 1961,
 SS1461'CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT ROCK OUTCROP
 SS1461'THAT PROJECTS 8 INCHES ON THE NORTH SIDE AND FLUSH ON THE SOUTH
 SS1461'SIDE.  IT IS 2 FEET WEST OF THE CAIRN, 2 FEET LOWER AND 20
 SS1461'FEET NORTH OF THE HIGHEST POINT OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0289 ***********************************************************************
 QV0289  DESIGNATION -  HAYES
 QV0289  PID         -  QV0289
 QV0289  STATE/COUNTY-  MT/CUSTER
 QV0289  USGS QUAD   -  HAYES POINT (1995)
 QV0289
 QV0289                         *CURRENT SURVEY CONTROL
 QV0289  ___________________________________________________________________
 QV0289* NAD 83(1992)-  45 49 03.32934(N)    106 01 33.89691(W)     ADJUSTED  
 QV0289* NAVD 88     -      1148.1    (meters)    3767.     (feet)  VERTCON   
 QV0289  ___________________________________________________________________
 QV0289  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 QV0289  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 QV0289
 QV0289  HORZ ORDER  -  FIRST
 QV0289
 QV0289.The horizontal coordinates were established by classical geodetic methods
 QV0289.and adjusted by the National Geodetic Survey in July 1992..
 QV0289
 QV0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0289
 QV0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0289
 QV0289.The geoid height was determined by GEOID03.
 QV0289
 QV0289;                    North         East     Units Scale Factor Converg.
 QV0289;SPC MT       -   180,195.835   869,789.653   MT  0.99960777   +2 32 28.3
 QV0289;SPC MT       -   591,193.68  2,853,640.59   iFT  0.99960777   +2 32 28.3
 QV0289;UTM  13      - 5,074,292.866   420,287.497   MT  0.99967812   -0 44 09.1
 QV0289
 QV0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0289!SPC MT       -   0.99982248  x   0.99960777  =   0.99943032
 QV0289!UTM  13      -   0.99982248  x   0.99967812  =   0.99950066
 QV0289
 QV0289|---------------------------------------------------------------------|
 QV0289| PID    Reference Object                     Distance      Geod. Az  |
 QV0289|                                                           dddmmss.s |
 QV0289| CQ6703 HAYES RM 1                           45.833 METERS 07619     |
 QV0289| CQ6704 HAYES RM 2                           11.350 METERS 25855     |
 QV0289| CQ6702 HAYES AZ MK                                        2764956.4 |
 QV0289|---------------------------------------------------------------------|
 QV0289
 QV0289                          SUPERSEDED SURVEY CONTROL
 QV0289
 QV0289  NAD 83(1986)-  45 49 03.30459(N)    106 01 33.87411(W) AD(       ) 1
 QV0289  NAD 27      -  45 49 03.30000(N)    106 01 31.87300(W) AD(       ) 1
 QV0289  NGVD 29 (07/19/86) 1147.4    (m)         3764.     (f) VERT ANG       
 QV0289
 QV0289.Superseded values are not recommended for survey control.
 QV0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0289.See file dsdata.txt to determine how the superseded data were derived.
 QV0289
 QV0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL2028774293(NAD 83)
 QV0289_MARKER: DS = TRIANGULATION STATION DISK
 QV0289_SETTING: 80 = SET IN A BOULDER
 QV0289_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QV0289
 QV0289  HISTORY     - Date     Condition        Report By
 QV0289  HISTORY     - 1934     MONUMENTED       CGS
 QV0289  HISTORY     - 1971     GOOD             USGS
 QV0289
 QV0289                          STATION DESCRIPTION
 QV0289
 QV0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0289'THE STATION, IS ON THE HIGHEST POINT OF THE NORTHWEST
 QV0289'END OF THE TIMBERED RIDGE, WHICH RUNS OUT NORTHWEST FROM
 QV0289'LISCOM BUTTE.  THE RIDGE ENDS HERE, ABRUPTLY, DROPPING OFF
 QV0289'SHARPLY INTO LOWER COUNTRY TO THE NORTHEAST, WEST, AND NORTHWEST.
 QV0289'THE BLUFF WEST OF THE STATION IS RED AND VERY CONSPICUOUS
 QV0289'FROM THE WEST.  THE RIDGE HAS SOME LARGE PINES ON THE SIDES AND
 QV0289'ALONG THE TOP SOUTHEAST FROM THE STATION.  THERE ARE FOUR OR
 QV0289'MORE LARGE CONICAL PEAKS WEST-SOUTHWEST ACROSS THE ROAD FROM
 QV0289'THE STATION, ABOUT 1 MILE DISTANT, NEARLY AS HIGH AS THE
 QV0289'STATION.  THERE IS A SMALL TRIANGULAR BLAZE ON A 12-INCH PINE 293
 QV0289'DEG MAGNETIC, 125 FEET FROM THE STATION.
 QV0289'
 QV0289'THE UNDERGROUND MARK IS SET IN IRREGULAR MASS OF CONCRETE.
 QV0289'
 QV0289'THE STATION MAY BE REACHED FROM THE BRANDENBURG STEEL HIGHWAY
 QV0289'BRIDGE OVER THE TONGUE RIVER, 22 MILES NORTH OF ASHLAND, BY
 QV0289'DRIVING NORTHERLY ON THE EAST SIDE OF THE TONGUE RIVER ON THE
 QV0289'MAIN-GRADED ROAD TO MILES CITY 5.8 MILES.  CROSS A SMALL
 QV0289'STEEL BRIDGE AND CONTINUE 0.9 MILE TO A SMALL WOOD BRIDGE WITH
 QV0289'WHITE RAILINGS.  CROSS AND CONTINUE 0.1 MILE.  LEAVE THE GRADED
 QV0289'ROAD WHERE IT TURNS NORTH, (THERE IS A LONE STEEL TANK IN A
 QV0289'FIELD ABOUT 1/3 MILE NORTHEAST), AND TURN ABOUT SOUTHEAST ON
 QV0289'PLAIN ROAD DOWN FENCED LANE ON THE LISCOM CREEK ROAD.  DRIVE
 QV0289'0.4 MILE TO A WIRE GATE.  CONTINUE SOUTHEAST 0.4 MILE TO
 QV0289'WHERE THE ROAD LEAVES THE FENCE LINE AND BEARS EASTERLY UP
 QV0289'LISCOM CREEK.  FOLLOW THE MAIN-TRAVELED ROAD, CROSSING THE
 QV0289'CREEK SEVERAL TIMES, 2.9 MILES TO A RANCH HOUSE, CORRAL,
 QV0289'AND WINDMILL.  CONTINUE SOUTHEAST UP THE CREEK.  GO 2.5 MILES
 QV0289'AND PASS LOG HOUSE AND BROKEN WINDMILL.  CONTINUE UP THE
 QV0289'CREEK 4.9 MILES TO TWO LOG SHACKS AND BROKEN WINDMILL.
 QV0289'PASS THROUGH WIRE GATE AND CONTINUE 0.9 MILE TO CROSS
 QV0289'ROAD.  TURN BACK SHARPLY TO THE LEFT, OR NORTH, DRIVE 0.2
 QV0289'MILE TOWARD OLD TWO-STORY FRAME HOUSE.  PASS THROUGH WIRE
 QV0289'GATE AND DRIVE 0.3 MILE TO WIRE GATE.  PASS THROUGH GATE
 QV0289'AND TAKE RIGHT FORK STRAIGHT AHEAD, NORTHWEST, AND DRIVE
 QV0289'0.6 MILE TO ANOTHER WIRE GATE.  PASS THROUGH THIS GATE AND
 QV0289'CROSS SMALL CREEK BED.  CONTINUE 0.2 MILE TO THE MATKINS
 QV0289'RANCH.  CONTINUE NORTHWEST ALONG PLAIN ROAD 0.4 MILE TO
 QV0289'WIRE GATE.  PASS THROUGH GATE AND CONTINUE NORTH 0.8 MILE
 QV0289'UP WINDING GRADE TO THE SUMMIT OF ROAD BETWEEN HILLS.
 QV0289'CONTINUE NORTH 0.5 MILE TO WIRE GATE (THIS FENCE IF
 QV0289'CONTINUED TO THE EAST, WOULD PASS CLOSE TO THE STATION ON THE
 QV0289'FIRST HIGH TIMBERED RIDGE).  PASS THROUGH THE WIRE GATE AND
 QV0289'DRIVE 0.2 MILE.  LEAVE THE ROAD HERE AND DRIVE UP GRASSY SLOPE
 QV0289'ABOUT 1/4 MILE EAST TO END OF TRUCK TRAVEL AT THE FOOT OF
 QV0289'HIGH RIDGE.  PACK UP STEEL SLOPE TO EAST TO TOP OF NEAR RIDGE
 QV0289'AND STATION.  ABOUT A 15-MINUTE PACK.  WATER AT MATKINS RANCH.
 QV0289'SUPPLIES AT MILES CITY.
 QV0289'
 QV0289'REFERENCE MARK NO. 1, IS EAST-NORTHEAST OF THE
 QV0289'STATION.
 QV0289'
 QV0289'REFERENCE MARK NO. 2, IS WEST OF THE STATION.
 QV0289'
 QV0289'THE AZIMUTH MARK, IS 74 FEET WEST OF A NORTH-AND-SOUTH
 QV0289'FENCE LINE AND IS LOCATED ON A SMALL NORTH-AND-SOUTH RIDGE
 QV0289'ACROSS THE ROAD FROM THE STATION.
 QV0289'
 QV0289'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QV0289
 QV0289                          STATION RECOVERY (1971)
 QV0289
 QV0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 QV0289'TO REACH FROM THE TONGUE RIVER ROAD AT ITS JCT. WITH THE
 QV0289'LISCOM CREEK ROAD, APPROX. 33 MILES SW. UP TONGUE RIVER FROM ITS
 QV0289'JCT. WITH U.S. 312.  GO UP LISCOM CREEK 6.5 MILES TO BURNS
 QV0289'RANCHES INC. BLDGS. (LAND OWNER) CONTINUE 0.3 MI. TO X-RD., TURN
 QV0289'LEFT, EAST, AND FOLLOW MAIN ROAD 3.5 MI. TO DIM TRACK RIGHT.,
 QV0289'TURN SOUTH (RT.) AND FOLLOW TRACK SOUTH TO NORTHWEST END OF
 QV0289'SLOPING RIDGE 1.0 MI. AND END OF TRUCK TRAVEL.  ABOUT 15 MIN.
 QV0289'HIKE UNLOADED TO TOP OF HILL AND STA.  STA. MK. SLIGHTLY
 QV0289'BELOW SURFACE, R.M. 2 IN A PROJECTING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0901 ***********************************************************************
 RX0901  DESIGNATION -  HAYSTACK
 RX0901  PID         -  RX0901
 RX0901  STATE/COUNTY-  MT/JEFFERSON
 RX0901  USGS QUAD   -  BISON CANYON (1996)
 RX0901
 RX0901                         *CURRENT SURVEY CONTROL
 RX0901  ___________________________________________________________________
 RX0901* NAD 83(1992)-  46 08 29.55189(N)    112 19 33.65559(W)     ADJUSTED  
 RX0901* NAVD 88     -      2690.0    (meters)    8825.     (feet)  VERTCON   
 RX0901  ___________________________________________________________________
 RX0901  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 RX0901  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 RX0901
 RX0901  HORZ ORDER  -  THIRD
 RX0901
 RX0901.The horizontal coordinates were established by classical geodetic methods
 RX0901.and adjusted by the National Geodetic Survey in July 1992..
 RX0901
 RX0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0901
 RX0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0901
 RX0901.The geoid height was determined by GEOID03.
 RX0901
 RX0901;                    North         East     Units Scale Factor Converg.
 RX0901;SPC MT       -   214,140.134   381,801.349   MT  0.99950716   -2 04 02.1
 RX0901;SPC MT       -   702,559.49  1,252,629.10   iFT  0.99950716   -2 04 02.1
 RX0901;UTM  12      - 5,110,628.592   397,586.033   MT  0.99972894   -0 57 22.4
 RX0901
 RX0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0901!SPC MT       -   0.99958039  x   0.99950716  =   0.99908776
 RX0901!UTM  12      -   0.99958039  x   0.99972894  =   0.99930944
 RX0901
 RX0901:                Primary Azimuth Mark                     Grid Az
 RX0901:SPC MT       -  6296.615                                 240 40 34.6
 RX0901:UTM  12      -  6296.615                                 239 33 54.9
 RX0901
 RX0901|---------------------------------------------------------------------|
 RX0901| PID    Reference Object                     Distance      Geod. Az  |
 RX0901|                                                           dddmmss.s |
 RX0901| RX0905 6296.615                            APPROX. 8.2 KM 2383632.5 |
 RX0901|---------------------------------------------------------------------|
 RX0901
 RX0901                          SUPERSEDED SURVEY CONTROL
 RX0901
 RX0901  NAD 83(1986)-  46 08 29.55014(N)    112 19 33.65131(W) AD(       ) 3
 RX0901  NAD 27      -  46 08 29.80249(N)    112 19 30.61702(W) AD(       ) 3
 RX0901  NGVD 29 (07/19/86) 2688.6    (m)         8821.     (f) VERT ANG       
 RX0901
 RX0901.Superseded values are not recommended for survey control.
 RX0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0901.See file dsdata.txt to determine how the superseded data were derived.
 RX0901
 RX0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS9758610629(NAD 83)
 RX0901
 RX0901  HISTORY     - Date     Condition        Report By
 RX0901  HISTORY     - 1952     MONUMENTED       USGS
 RX0901  HISTORY     - 1952     MARK NOT FOUND   USGS
 RX0901
 RX0901                          STATION DESCRIPTION
 RX0901
 RX0901'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RX0901'STATION IS LOCATED ABOUT 2.0 MI. (AIR) SE. OF ELK PARK INN IN
 RX0901'JEFFERSON COUNTY, NEAR SECTION LINE BETWEEN SECS. 34 AND 35, T 5 N,
 RX0901'R 6 W.  STATION IS ABOUT 40 FT. E. BY NE. OF THE HAYSTACK MOUNTAIN
 RX0901'LOOKOUT TOWER.
 RX0901'
 RX0901'TO REACH STATION FROM ELK PARK INN ON HIGHWAY U.S. 91, PROCEED 0.6 MI.
 RX0901'ON HIGHWAY U.S. 91 TOWARD BOULDER, MONTANA, TO SIGN POST --HAYSTACK
 RX0901'MOUNTAIN LOOKOUT ROAD--.  TURN RIGHT (E.) THROUGH DRIFT FENCE AND
 RX0901'PROCEED 1.3 MI. TO END OF RD. AT CREEK.  STATION IS A 3 HOUR PACK
 RX0901'FROM THIS POINT OVER HAYSTACK MOUNTAIN TRAIL TO LOOKOUT STATION.
 RX0901'STATION MARK IS ABOUT 40 FT. E. BY NE. OF THE NE. CORNER OF THE
 RX0901'HAYSTACK MOUNTAIN LOOKOUT TOWER.  THE EAVES OF THE LOOKOUT TOWER ARE
 RX0901'12.0 FT. FROM THE STATION MARK.
 RX0901'
 RX0901'LOOKOUT TOWER SETS ON GROUND.  STATION MARK UNDER
 RX0901'TOWER SEARCHED FOR BUT NOT FOUND.  LOOKOUT TOWER WAS NOT USED AS
 RX0901'SIGNAL.
 RX0901'
 RX0901'NOTE BY GEODETIC UNIT--USFS DESCRIPTION OF --HAYSTACK L.O.-- DOES
 RX0901'NOT MENTION A TABLET UNDER THE TOWER.
 RX0901'
 RX0901'STATION MARK--A STANDARD USGS TABLET, MARKED ---HAYSTACK - 1952---,
 RX0901'SET IN LARGE GRANITE BOULDER, STAMPED ---8820.8---.
 RX0901'
 RX0901'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0511 ***********************************************************************
 ST0511  DESIGNATION -  HAYSTACK BUTTE TARGET
 ST0511  PID         -  ST0511
 ST0511  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0511  USGS QUAD   -  NILAN RESERVOIR (1995)
 ST0511
 ST0511                         *CURRENT SURVEY CONTROL
 ST0511  ___________________________________________________________________
 ST0511* NAD 83(1992)-  47 23 55.66224(N)    112 32 58.79815(W)     ADJUSTED  
 ST0511* NAVD 88     -                                                        
 ST0511  ___________________________________________________________________
 ST0511  LAPLACE CORR-          -9.05  (seconds)                    DEFLEC99
 ST0511  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 ST0511
 ST0511  HORZ ORDER  -  THIRD
 ST0511
 ST0511.The horizontal coordinates were established by classical geodetic methods
 ST0511.and adjusted by the National Geodetic Survey in July 1992..
 ST0511
 ST0511
 ST0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0511
 ST0511.The geoid height was determined by GEOID03.
 ST0511
 ST0511;                    North         East     Units Scale Factor Converg.
 ST0511;SPC MT       -   354,365.309   369,978.803   MT  0.99941532   -2 13 51.0
 ST0511;SPC MT       - 1,162,615.84  1,213,841.22   iFT  0.99941532   -2 13 51.0
 ST0511;UTM  12      - 5,250,646.442   383,066.398   MT  0.99976804   -1 08 26.9
 ST0511
 ST0511                          SUPERSEDED SURVEY CONTROL
 ST0511
 ST0511  NAD 83(1986)-  47 23 55.67254(N)    112 32 58.77779(W) AD(       ) 4
 ST0511  NAD 27      -  47 23 55.87300(N)    112 32 55.66900(W) AD(       ) 3
 ST0511
 ST0511.Superseded values are not recommended for survey control.
 ST0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0511.See file dsdata.txt to determine how the superseded data were derived.
 ST0511
 ST0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT8306650646(NAD 83)
 ST0511
 ST0511  HISTORY     - Date     Condition        Report By
 ST0511  HISTORY     - 1960     MONUMENTED       CGS
 ST0511
 ST0511                          STATION DESCRIPTION
 ST0511
 ST0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0511'THE STATION IS A TARGET ERECTED ON THE SUMMIT OF HAYSTACK BUTTE
 ST0511'BY THE UNITED STATES FOREST SERVICE.  IT IS AN ISOLATED, CONE
 ST0511'SHAPED BUTTE, LYING 7-1/2 MILES WEST AND 6-1/2 MILES SOUTH OF
 ST0511'AUGUSTA, 5-1/2 MILES SOUTH OF NILON LAKE, 4 MILES NORTH AND 1
 ST0511'MILE EAST OF ELK CREEK RANGER STATION AND IN SECTION 12, R 7 W,
 ST0511'T 19 N.  ELEVATION APPROXIMATELY 6810 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0685 ***********************************************************************
 QX0685  DESIGNATION -  HAYSTACK RESET
 QX0685  PID         -  QX0685
 QX0685  STATE/COUNTY-  MT/SWEET GRASS
 QX0685  USGS QUAD   -  HAYSTACK PEAK (1987)
 QX0685
 QX0685                         *CURRENT SURVEY CONTROL
 QX0685  ___________________________________________________________________
 QX0685* NAD 83(1993)-  45 11 48.05304(N)    110 13 17.42836(W)     ADJUSTED  
 QX0685* NAVD 88     -      3352.7    (meters)   11000.     (feet)  VERTCON   
 QX0685  ___________________________________________________________________
 QX0685  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 QX0685  GEOID HEIGHT-          -7.82  (meters)                     GEOID03
 QX0685
 QX0685  HORZ ORDER  -  FIRST
 QX0685
 QX0685.The horizontal coordinates were established by classical geodetic methods
 QX0685.and adjusted by the National Geodetic Survey in January 1997..
 QX0685
 QX0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0685
 QX0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0685
 QX0685.The geoid height was determined by GEOID03.
 QX0685
 QX0685;                    North         East     Units Scale Factor Converg.
 QX0685;SPC MT       -   105,482.152   543,313.524   MT  0.99988764   -0 31 40.0
 QX0685;SPC MT       -   346,070.05  1,782,524.69   iFT  0.99988764   -0 31 40.0
 QX0685;UTM  12      - 5,005,094.342   561,146.799   MT  0.99964597   +0 33 08.6
 QX0685
 QX0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0685!SPC MT       -   0.99947585  x   0.99988764  =   0.99936355
 QX0685!UTM  12      -   0.99947585  x   0.99964597  =   0.99912200
 QX0685
 QX0685|---------------------------------------------------------------------|
 QX0685| PID    Reference Object                     Distance      Geod. Az  |
 QX0685|                                                           dddmmss.s |
 QX0685| CQ6707 HAYSTACK RM 2                         1.469 METERS 05126     |
 QX0685| QX0687 HUMMINGBIRD RM 2                    APPROX.11.3 KM 2125300.3 |
 QX0685| CQ6705 HAYSTACK AZ MK                                     2624435.0 |
 QX0685| CQ6706 HAYSTACK RM 1                         1.207 METERS 32952     |
 QX0685|---------------------------------------------------------------------|
 QX0685
 QX0685                          SUPERSEDED SURVEY CONTROL
 QX0685
 QX0685  NAD 83(1992)-  45 11 48.05349(N)    110 13 17.42773(W) AD(       ) 1
 QX0685  NAD 83(1986)-  45 11 48.04383(N)    110 13 17.41816(W) AD(       ) 1
 QX0685  NAD 27      -  45 11 48.26700(N)    110 13 14.73000(W) AD(       ) 1
 QX0685  NGVD 29 (07/19/86) 3351.3    (m)        10995.     (f) VERT ANG       
 QX0685
 QX0685.Superseded values are not recommended for survey control.
 QX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0685.See file dsdata.txt to determine how the superseded data were derived.
 QX0685
 QX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR6114705094(NAD 83)
 QX0685_MARKER: DD = SURVEY DISK
 QX0685_SETTING: 66 = SET IN ROCK OUTCROP
 QX0685
 QX0685  HISTORY     - Date     Condition        Report By
 QX0685  HISTORY     - 1950     MONUMENTED       USGS
 QX0685  HISTORY     - 1955     GOOD             CGS
 QX0685
 QX0685                          STATION DESCRIPTION
 QX0685
 QX0685'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (EBL)
 QX0685'THE STATION IS LOCATED ABOUT 30 MILES SOUTH OF MC LEOD, 2
 QX0685'MILES SOUTH OF THE OLD INDEPENDENCE MINING CAMP, 1/2 MILE
 QX0685'EAST OF THE PARK-SWEET GRASS COUNTY LINE, AND ON A ROCKY PEAK
 QX0685'KNOWN AS MONUMENT PEAK.  THE PEAK IS STEEP AND ROCKY ON ALL
 QX0685'SIDES AND THE STATION IS ON THE HIGHEST POINT.  THE MARK IS FLUSH
 QX0685'WITH THE GROUND, AND THE DISK IS STAMPED HAYSTACK USGS 1950.
 QX0685'
 QX0685'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 QX0685'DISK SET IN A DRILL HOLE IN A BOULDER.  THE MARK IS FLUSH
 QX0685'WITH THE GROUND, AND THE DISK IS STAMPED HAYSTACK NO 2 1936.
 QX0685'
 QX0685'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 QX0685'MARK DISK SET IN A DRILL HOLE IN A BOULDER.  THE MARK IS
 QX0685'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HAYSTACK NO
 QX0685'1 1936.
 QX0685'
 QX0685'THE AZIMUTH MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QX0685'HAYSTACK 1950.
 QX0685'
 QX0685'TO REACH THE STATION FROM THE POST OFFICE IN MC LEOD, GO SOUTH
 QX0685'FOR 0.6 MILE TO A ROAD FORK.  TAKE THE LEFT FORK FOR 2.5
 QX0685'MILES TO A SIDE ROAD LEFT.  KEEP THE RIGHT ROAD AND GO 31.0
 QX0685'MILES TO A ROAD FORK JUST AFTER PASSING WHAT USED TO BE
 QX0685'THE INDEPENDENCE MINING CAMP.  TAKE THE LEFT FORK AND FOLLOW
 QX0685'THE TRACK ROAD FOR 3 MILES TO THE COWLES MINING CAMP.  CONTINUE
 QX0685'ON TRACK ROAD FOR 2 MILES TO THE NORTHEASTERN SIDE OF THE
 QX0685'PEAK AND THE END OF TRUCK TRAVEL.  THE AZIMUTH MARK IS AT
 QX0685'THE END OF TRUCK TRAVEL.  FROM HERE PACK UP THE NORTHEASTERN
 QX0685'SIDE OF THE PEAK TO THE HIGHEST POINT AND THE STATION.  IT
 QX0685'IS ABOUT A 2-HOUR PACK.
 QX0685
 QX0685                          STATION RECOVERY (1955)
 QX0685
 QX0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 QX0685'THE STATION AND MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 QX0685'CONDITION.  THE TRUCK AND PACK ROUTE TO THE STATION WAS
 QX0685'FOUND TO BE ADEQUATE.
 QX0685'
 QX0685'THE STATION WAS VISITED BY A LIGHTKEEPER AND NO CHECK OF THE
 QX0685'DISTANCES AND DIRECTIONS TO THE MARKS WAS OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0538 ***********************************************************************
 SQ0538  DESIGNATION -  HAZNY
 SQ0538  PID         -  SQ0538
 SQ0538  STATE/COUNTY-  MT/GARFIELD
 SQ0538  USGS QUAD   -  BLACKFOOT SCHOOL (1983)
 SQ0538
 SQ0538                         *CURRENT SURVEY CONTROL
 SQ0538  ___________________________________________________________________
 SQ0538* NAD 83(1992)-  47 24 29.31446(N)    107 26 03.37554(W)     ADJUSTED  
 SQ0538* NAVD 88     -      1037.6    (meters)    3404.     (feet)  VERTCON   
 SQ0538  ___________________________________________________________________
 SQ0538  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 SQ0538  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 SQ0538
 SQ0538  HORZ ORDER  -  FIRST
 SQ0538
 SQ0538.The horizontal coordinates were established by classical geodetic methods
 SQ0538.and adjusted by the National Geodetic Survey in July 1992..
 SQ0538
 SQ0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0538
 SQ0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0538
 SQ0538.The geoid height was determined by GEOID03.
 SQ0538
 SQ0538;                    North         East     Units Scale Factor Converg.
 SQ0538;SPC MT       -   352,980.049   755,801.615   MT  0.99941643   +1 30 39.9
 SQ0538;SPC MT       - 1,158,071.03  2,479,664.09   iFT  0.99941643   +1 30 39.9
 SQ0538;UTM  13      - 5,253,394.076   316,351.742   MT  1.00001449   -1 47 33.3
 SQ0538
 SQ0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0538!SPC MT       -   0.99983974  x   0.99941643  =   0.99925626
 SQ0538!UTM  13      -   0.99983974  x   1.00001449  =   0.99985423
 SQ0538
 SQ0538:                Primary Azimuth Mark                     Grid Az
 SQ0538:SPC MT       -  HAZNY AZ MK                              014 02 24.6
 SQ0538:UTM  13      -  HAZNY AZ MK                              017 20 37.8
 SQ0538
 SQ0538|---------------------------------------------------------------------|
 SQ0538| PID    Reference Object                     Distance      Geod. Az  |
 SQ0538|                                                           dddmmss.s |
 SQ0538| CQ6708 HAZNY AZ MK                                        0153304.5 |
 SQ0538| CQ6709 HAZNY RM 1                           21.823 METERS 24804     |
 SQ0538| SQ0570 LEEDY                               APPROX.15.6 KM 3310940.1 |
 SQ0538| CQ6710 HAZNY RM 2                           25.808 METERS 35556     |
 SQ0538|---------------------------------------------------------------------|
 SQ0538
 SQ0538                          SUPERSEDED SURVEY CONTROL
 SQ0538
 SQ0538  NAD 83(1986)-  47 24 29.30996(N)    107 26 03.35986(W) AD(       ) 1
 SQ0538  NAD 27      -  47 24 29.30500(N)    107 26 01.02000(W) AD(       ) 1
 SQ0538  NGVD 29 (07/19/86) 1036.9    (m)         3402.     (f) VERT ANG       
 SQ0538
 SQ0538.Superseded values are not recommended for survey control.
 SQ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0538.See file dsdata.txt to determine how the superseded data were derived.
 SQ0538
 SQ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN1635253394(NAD 83)
 SQ0538_MARKER: DS = TRIANGULATION STATION DISK
 SQ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SQ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0538+STABILITY: SURFACE MOTION
 SQ0538
 SQ0538  HISTORY     - Date     Condition        Report By
 SQ0538  HISTORY     - 1934     MONUMENTED       CGS
 SQ0538  HISTORY     - 1965     GOOD             USGS
 SQ0538  HISTORY     - 1967     GOOD             USGS
 SQ0538
 SQ0538                          STATION DESCRIPTION
 SQ0538
 SQ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0538'LOCALITY--SEC. 18, T. 19 N., R. 34 E.  THE STATION IS 11-1/2
 SQ0538'MILES NORTH-NORTHWEST OF STEVES FORK STORE AND 4-1/2 MILES SOUTH
 SQ0538'OF HAZNY SCHOOL ON THE HIGHEST POINT OF A ROUND, GRASS-COVERED
 SQ0538'HILL ON LAND OWNED BY MR. SAYLER.  THE SAYLER RANCH HOUSE IS
 SQ0538'0.6 MILE NORTH OF THIS POINT.  THERE IS A HILL 1-1/2 MILES
 SQ0538'WEST WHICH HAS SEVERAL PINE TREES ON TOP AND WHICH APPEARS
 SQ0538'HIGHER THAN THE STATION HILL.  THE STATION MARK IS LOCATED
 SQ0538'67.5 FEET EAST OF A NORTH-SOUTH SECTION-LINE FENCE AND 75.0
 SQ0538'FEET EAST-SOUTHEAST OF THE CENTER LINE OF A WIRE GATE IN THE
 SQ0538'SAME FENCE.  SURFACE MARK DESCRIBED IN CONCRETE.
 SQ0538'
 SQ0538'REFERENCE MARK NO. 1, IS WEST-SOUTHWEST OF THE
 SQ0538'STATION AND 1.4 FEET EAST OF NORTH-SOUTH SECTION-LINE FENCE
 SQ0538'MENTIONED IN STATION DESCRIPTION ABOVE.
 SQ0538'
 SQ0538'REFERENCE MARK NO. 2, IS NORTH-NORTHWEST OF THE
 SQ0538'STATION AND 1.7 FEET SOUTH OF A NORTHWEST-SOUTHEAST FENCE LINE.
 SQ0538'
 SQ0538'THE AZIMUTH MARK, IS NORTH-NORTHEAST OF THE STATION.
 SQ0538'IT IS 2.4 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 18.5 FEET
 SQ0538'SOUTH OF THE CENTER LINE OF A GATE IN THE SAME FENCE.
 SQ0538'
 SQ0538'THE STATION MAY BE REACHED FROM STEVES FORK BY GOING IN A NORTHERLY
 SQ0538'DIRECTION ON THE MAIN GRADED ROAD TOWARDS HAZNY SCHOOLHOUSE
 SQ0538'FOR 13.65 MILES.  THERE IS A WATER PUMP HERE TO WEST OF ROAD AND
 SQ0538'FENCE LINE.  LEAVE THE MAIN GRADED ROAD AND TURN LEFT (WEST)
 SQ0538'THROUGH GATE AND GO 0.2 MILE TO A GROUP OF RANCH BUILDINGS.
 SQ0538'PASS BETWEEN THE HOUSE AND BARN AND GO SOUTHWESTERLY AND
 SQ0538'WESTERLY 1.45 MILES TO THE SAYLER RANCH HOUSE.  TURN LEFT AND GO
 SQ0538'SOUTH 0.5 MILE TO DIM FORKS AT TOP OF SADDLE.  HERE TURN
 SQ0538'LEFT AND GO EAST UP HILL 0.1 MILE TO STATION.
 SQ0538
 SQ0538                          STATION RECOVERY (1965)
 SQ0538
 SQ0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SQ0538'RECOVERED AND REPORTS CONCRETE POST IS WEATHERING
 SQ0538'BADLY BUT IS INTACT.
 SQ0538'
 SQ0538'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---HAZNY 1934---,
 SQ0538'SET IN CONCRETE POST, PROJECTING 0.2 FT.
 SQ0538
 SQ0538                          STATION RECOVERY (1967)
 SQ0538
 SQ0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (LJM)
 SQ0538'FOUND AS DESCRIBED
 SQ0538'
 SQ0538'STATION MARK--A STANDARD TRIANGULATION DISC SET IN A 12 IN.
 SQ0538'CONCRETE POST PROJECTING ABOVE THE GROUND ABOUT 6 IN. AND
 SQ0538'STAMPED HAZNY 1934.
 SQ0538'
 SQ0538'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK DISC SET IN A
 SQ0538'12 IN CONCRETE POST PROJECTING ABOVE THE GROUND ABOUT 6 IN.
 SQ0538'AND STAMPED HAZNY NO. 1 1934.
 SQ0538'
 SQ0538'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK DISC SET IN THE
 SQ0538'TOP OF A 12 IN. CONCRETE POST PROJECTING ABOVE THE GROUND ABOUT
 SQ0538'3 IN. AND STAMPED HAZNY NO. 2 1934.
 SQ0538'
 SQ0538'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 - 126.57 FT.
 SQ0538'(38.572 METERS).
 SQ0538'
 SQ0538'NOTE--STATION AND R.M.S RECOVERED AS DESCRIBED,
 SQ0538'EXCEPT THAT USC AND GS LISTS DISTANCE BETWEEN
 SQ0538'R.M. NO. 1 AND R.M. NO. 2 AS 126.56 METERS.  THIS SHOULD READ
 SQ0538'126.56 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0459 ***********************************************************************
 TK0459  DESIGNATION -  HAZY ET
 TK0459  PID         -  TK0459
 TK0459  STATE/COUNTY-  MT/BLAINE
 TK0459  USGS QUAD   -  LOHMAN SE (1964)
 TK0459
 TK0459                         *CURRENT SURVEY CONTROL
 TK0459  ___________________________________________________________________
 TK0459* NAD 83(1992)-  48 31 52.44054(N)    109 19 46.26262(W)     ADJUSTED  
 TK0459* NAVD 88     -       824.     (meters)    2703.     (feet)  VERTCON   
 TK0459  ___________________________________________________________________
 TK0459  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 TK0459  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TK0459
 TK0459  HORZ ORDER  -  THIRD
 TK0459
 TK0459.The horizontal coordinates were established by classical geodetic methods
 TK0459.and adjusted by the National Geodetic Survey in July 1992..
 TK0459
 TK0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0459
 TK0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0459
 TK0459.The geoid height was determined by GEOID03.
 TK0459
 TK0459;                    North         East     Units Scale Factor Converg.
 TK0459;SPC MT       -   475,758.901   612,587.956   MT  0.99974610   +0 07 29.0
 TK0459;SPC MT       - 1,560,888.78  2,009,803.01   iFT  0.99974610   +0 07 29.0
 TK0459;UTM  12      - 5,376,694.646   623,323.684   MT  0.99978686   +1 15 06.8
 TK0459
 TK0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0459!SPC MT       -   0.99987345  x   0.99974610  =   0.99961958
 TK0459!UTM  12      -   0.99987345  x   0.99978686  =   0.99966034
 TK0459
 TK0459:                Primary Azimuth Mark                     Grid Az
 TK0459:SPC MT       -  BLAINE                                   123 27 07.7
 TK0459:UTM  12      -  BLAINE                                   122 19 29.9
 TK0459
 TK0459|---------------------------------------------------------------------|
 TK0459| PID    Reference Object                     Distance      Geod. Az  |
 TK0459|                                                           dddmmss.s |
 TK0459| TK0467 BLAINE                              APPROX. 7.1 KM 1233436.7 |
 TK0459|---------------------------------------------------------------------|
 TK0459
 TK0459                          SUPERSEDED SURVEY CONTROL
 TK0459
 TK0459  NAD 83(1986)-  48 31 52.44553(N)    109 19 46.24593(W) AD(       ) 3
 TK0459  NAD 27      -  48 31 52.44754(N)    109 19 43.61033(W) AD(       ) 3
 TK0459  NGVD 29 (07/19/86)  823.     (m)         2700.     (f) VERT ANG       
 TK0459
 TK0459.Superseded values are not recommended for survey control.
 TK0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0459.See file dsdata.txt to determine how the superseded data were derived.
 TK0459
 TK0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU2332476695(NAD 83)
 TK0459_MARKER: DD = SURVEY DISK
 TK0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0459+STABILITY: SURFACE MOTION
 TK0459
 TK0459  HISTORY     - Date     Condition        Report By
 TK0459  HISTORY     - 1964     MONUMENTED       USGS
 TK0459
 TK0459                          STATION DESCRIPTION
 TK0459
 TK0459'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0459'STATION LOCATED ABOUT 4.5 MI. W. AND 4 MI. S. OF CHINOOK, BLAINE
 TK0459'COUNTY, MONTANA, ABOUT 0.25 MI.  W. OF THE E. 1/4 CORNER OF SEC. 13
 TK0459'T.32 N., R.18 E., PRINCIPAL MERIDIAN.
 TK0459'
 TK0459'THE STATION IS 35 FT. NW. OF THE APPROXIMATE CENTERLINE OF A GRADED
 TK0459'RD., 62 FT.SW. ALONG NW. RIGHT OF WAY FENCE FROM A TELEPHONE POLE AND
 TK0459'1.3 FT. SE. OF FENCE.
 TK0459'
 TK0459'TO REACH FROM THE GREAT NORTHERN RAILWAY STATION IN CHINOOK, PROCEED
 TK0459'0.2 MI. W. ALONG HIGHWAY 2, TURN LEFT S. AND GO 0.8 MI. TO A GRADED
 TK0459'RD. LEADING W. TURN RIGHT W. AND FOLLOW RD. W., S. ACROSS MILK RIVER,
 TK0459'AND W. 1.6 MI. TO A FORK, TAKE LEFT FORK S.  0.7 MI. TO ANOTHER FORK,
 TK0459'TAKE RIGHT FORK 3.9 MI. TO HIGHEST POINT ON RIDGE AND STATION ON
 TK0459'RIGHT.
 TK0459'
 TK0459'STATION MARK - STANDARD TABLET SET IN THE TOP OF AN 8 IN. ROUND
 TK0459'CONCRETE POST, STAMPED ---HAZY ET 1964---.
 TK0459'
 TK0459'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0540 ***********************************************************************
 QW0540  DESIGNATION -  HEAD
 QW0540  PID         -  QW0540
 QW0540  STATE/COUNTY-  MT/BIG HORN
 QW0540  USGS QUAD   -  DEEP CREEK SE (1967)
 QW0540
 QW0540                         *CURRENT SURVEY CONTROL
 QW0540  ___________________________________________________________________
 QW0540* NAD 83(1993)-  45 15 32.96177(N)    108 15 11.00101(W)     ADJUSTED  
 QW0540* NAVD 88     -      1448.0    (meters)    4751.     (feet)  VERTCON   
 QW0540  ___________________________________________________________________
 QW0540  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 QW0540  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 QW0540
 QW0540  HORZ ORDER  -  SECOND
 QW0540
 QW0540.The horizontal coordinates were established by classical geodetic methods
 QW0540.and adjusted by the National Geodetic Survey in January 1997..
 QW0540
 QW0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0540
 QW0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0540
 QW0540.The geoid height was determined by GEOID03.
 QW0540
 QW0540;                    North         East     Units Scale Factor Converg.
 QW0540;SPC MT       -   112,942.303   697,854.989   MT  0.99985433   +0 54 43.7
 QW0540;SPC MT       -   370,545.61  2,289,550.49   iFT  0.99985433   +0 54 43.7
 QW0540;UTM  12      - 5,015,411.112   715,522.379   MT  1.00017116   +1 57 06.8
 QW0540
 QW0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0540!SPC MT       -   0.99977489  x   0.99985433  =   0.99962925
 QW0540!UTM  12      -   0.99977489  x   1.00017116  =   0.99994601
 QW0540
 QW0540|---------------------------------------------------------------------|
 QW0540| PID    Reference Object                     Distance      Geod. Az  |
 QW0540|                                                           dddmmss.s |
 QW0540| CQ6712 HEAD RM 1                             9.647 METERS 02750     |
 QW0540| CQ6713 HEAD RM 2                            10.978 METERS 14515     |
 QW0540| CQ6711 HEAD AZ MK                                         3535313.5 |
 QW0540|---------------------------------------------------------------------|
 QW0540
 QW0540                          SUPERSEDED SURVEY CONTROL
 QW0540
 QW0540  NAD 83(1992)-  45 15 32.95459(N)    108 15 10.99214(W) AD(       ) 2
 QW0540  NAD 83(1986)-  45 15 32.95381(N)    108 15 10.98279(W) AD(       ) 2
 QW0540  NAD 27      -  45 15 33.10790(N)    108 15 08.55670(W) AD(       ) 2
 QW0540  NGVD 29 (07/19/86) 1447.1    (m)         4748.     (f) VERT ANG       
 QW0540
 QW0540.Superseded values are not recommended for survey control.
 QW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0540.See file dsdata.txt to determine how the superseded data were derived.
 QW0540
 QW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR1552215411(NAD 83)
 QW0540_MARKER: DS = TRIANGULATION STATION DISK
 QW0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0540
 QW0540  HISTORY     - Date     Condition        Report By
 QW0540  HISTORY     - 1957     MONUMENTED       CGS
 QW0540
 QW0540                          STATION DESCRIPTION
 QW0540
 QW0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QW0540'STATION IS ABOUT 14-1/2 MILES EAST AND 12-1/2 MILES SOUTH
 QW0540'OF PRYOR, ON THE CROW INDIAN RESERVATION, ON NORTH SIDE OF
 QW0540'DRY HEAD CREEK, BETWEEN SPRING AND ROTTEN CREEKS AND ABOUT
 QW0540'2 MILES EAST-NORTHEAST OF THE C.A. LEWIS RANCH.
 QW0540'
 QW0540'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 310 AND STATE
 QW0540'HIGHWAY 14, IN THE EAST EDGE OF LOVELL, GO EASTERLY ON STATE
 QW0540'HIGHWAY 14 FOR 8.75 MILES TO A CROSSROADS JUST BEFORE REACHING
 QW0540'RAILROAD CROSSING.  TURN LEFT AND FOLLOW GRADED ROAD NORTH FOR
 QW0540'2.0 MILES TO A SIDE ROAD LEFT AT CEMETERY ON LEFT.  TURN LEFT
 QW0540'AND FOLLOW GRADED ROAD WESTERLY FOR 8.2 MILES TO A SIDE ROAD
 QW0540'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.35 MILES TO A SIDE
 QW0540'ROAD RIGHT AT POLE CORRAL ON RIGHT.  TURN RIGHT, EAST, AND
 QW0540'FOLLOW MAIN ROAD NORTHERLY FOR 11.2 MILES TO A FORK IN THE
 QW0540'BOTTOM OF A DRY WASH.  TAKE RIGHT FORK AND FOLLOW MAIN ROAD
 QW0540'NORTHERLY FOR 3.0 MILES TO A FORK.  TAKE LEFT FORK AND
 QW0540'CONTINUE NORTHERLY FOR 1.25 MILES TO STATION BIG ON THE LEFT.
 QW0540'CONTINUE NORTHERLY ON MAIN ROAD FOR 6.2 MILES, PASSING
 QW0540'THROUGH 3 WIRE GATES, TO SMALL BRIDGE WITH OLD BARN AND
 QW0540'CORRALS ON LEFT.  CONTINUE NORTHWESTERLY ON MAIN TRACK
 QW0540'ROAD, PASSING THROUGH ANOTHER WIRE GATE, FOR 2.95 MILES
 QW0540'TO A LARGE WOODEN GATE AT ENTRANCE TO THE CROW INDIAN
 QW0540'RESERVATION.  PASS THROUGH GATE AND CONTINUE NORTHWESTERLY
 QW0540'FOR 2.65 MILES TO THE RANCH OF C.A. LEWIS AND GATE AT
 QW0540'NORTHWEST CORNER OF CORRALS.  PASS THROUGH GATE AND
 QW0540'CONTINUE NORTHERLY ON MAIN TRACK ROAD UP DRAW FOR 0.4
 QW0540'MILE TO A FORK AT TOP OF FIRST BENCH.  TAKE RIGHT FORK AND GO
 QW0540'NORTHEASTERLY FOR 0.35 MILE TO A WIRE GATE.  PASS
 QW0540'THROUGH GATE AND CONTINUE FOR 0.15 MILE TO ANOTHER GATE.
 QW0540'PASS THROUGH GATE AND CONTINUE NORTHEASTERLY FOR 1.7 MILES
 QW0540'TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW HIGH GROUND
 QW0540'SOUTHEAST FOR 0.4 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE
 QW0540'SOUTHWEST FOR 0.35 MILE TO STATION.
 QW0540'
 QW0540'STATION MARKS ARE STANDARD DISKS, STAMPED HEAD 1957.  THE
 QW0540'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 QW0540'INCHES BELOW GROUND SURFACE.  THE SURFACE MARK IS SET IN
 QW0540'THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 QW0540'6 INCHES.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 4 FEET
 QW0540'SOUTH OF THE MARK.
 QW0540'
 QW0540'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEAD NO 1 1957.
 QW0540'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST
 QW0540'WHICH PROJECTS 6 INCHES.
 QW0540'
 QW0540'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEAD NO 2 1957.
 QW0540'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST
 QW0540'WHICH PROJECTS 8 INCHES.
 QW0540'
 QW0540'AZIMUTH MARK IS A STANDARD DISK, STAMPED HEAD 1957.  IT IS SET
 QW0540'IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 QW0540'6 INCHES AND IS 18 FEET EAST OF TRACK ROAD CENTER.  A 4 IN
 QW0540'X 4 IN WHITE WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2524 ***********************************************************************
 AI2524  DESIGNATION -  HEADLIGHT BUTTE 2
 AI2524  PID         -  AI2524
 AI2524  STATE/COUNTY-  MT/GLACIER
 AI2524  USGS QUAD   -  HEADLIGHT BUTTE (1968)
 AI2524
 AI2524                         *CURRENT SURVEY CONTROL
 AI2524  ___________________________________________________________________
 AI2524* NAD 83(1992)-  48 47 22.34926(N)    112 18 38.23266(W)     ADJUSTED  
 AI2524* NAVD 88     -      1284.4    (meters)    4214.     (feet)  VERT ANG  
 AI2524  ___________________________________________________________________
 AI2524  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AI2524  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 AI2524
 AI2524  HORZ ORDER  -  SECOND
 AI2524
 AI2524.The horizontal coordinates were established by classical geodetic methods
 AI2524.and adjusted by the National Geodetic Survey in December 2001..
 AI2524
 AI2524.The orthometric height was determined by vertical angle observations.
 AI2524
 AI2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2524
 AI2524.The geoid height was determined by GEOID03.
 AI2524
 AI2524;                    North         East     Units Scale Factor Converg.
 AI2524;SPC MT       -   508,168.956   393,546.404   MT  0.99987745   -2 03 21.5
 AI2524;SPC MT       - 1,667,220.98  1,291,162.74   iFT  0.99987745   -2 03 21.5
 AI2524;UTM  12      - 5,404,888.881   403,735.785   MT  0.99971384   -0 59 09.8
 AI2524
 AI2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2524!SPC MT       -   0.99980107  x   0.99987745  =   0.99967854
 AI2524!UTM  12      -   0.99980107  x   0.99971384  =   0.99951496
 AI2524
 AI2524|---------------------------------------------------------------------|
 AI2524| PID    Reference Object                     Distance      Geod. Az  |
 AI2524|                                                           dddmmss.s |
 AI2524| AI2528 HEADLIGHT BUTTE 2 RM 3                5.492 METERS 00825     |
 AI2524| AI2125 HEADLIGHT BUTTE RM 1                 18.022 METERS 01507     |
 AI2524| TM0800 MONTANA PWR CO MICROWAVE MAST       APPROX. 4.6 KM 1090316.0 |
 AI2524| AI2126 HEADLIGHT BUTTE RM 2                  5.983 METERS 12514     |
 AI2524| AI2127 HEADLIGHT BUTTE AZ MK               APPROX. 0.6 KM 2854606.1 |
 AI2524|---------------------------------------------------------------------|
 AI2524
 AI2524                          SUPERSEDED SURVEY CONTROL
 AI2524
 AI2524.No superseded survey control is available for this station.
 AI2524
 AI2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0373604889(NAD 83)
 AI2524_MARKER: DS = TRIANGULATION STATION DISK
 AI2524_SETTING: 66 = SET IN ROCK OUTCROP
 AI2524_STAMPING: HEADLIGHT BUTTE 2 1984
 AI2524_MARK LOGO: NGS   
 AI2524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI2524+STABILITY: POSITION/ELEVATION WELL
 AI2524
 AI2524  HISTORY     - Date     Condition        Report By
 AI2524  HISTORY     - 1984     MONUMENTED       NGS
 AI2524
 AI2524                          STATION DESCRIPTION
 AI2524
 AI2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI2524'THIS STATION WAS ESTABLISHED TO REPLACE STATION, HEADLIGHT BUTTE, THAT
 AI2524'HAS BEEN DESTROYED.
 AI2524'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF CUTBANK 24.1
 AI2524'KM (14.95 MI) SOUTH OF THE CANADIAN BOUNDARY AND ON THE TOP OF A ROCKY
 AI2524'OUTCROP LOCALLY KNOWN AS HEADLIGHT BUTTE.  TO REACH THE STATION FROM
 AI2524'THE POST OFFICE IN CUTBANK GO NORTH ON CENTRAL AVE FOR 0.08 KM (0.05
 AI2524'MI) TO THE JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY 213.  CONTINUE
 AI2524'NORTH ON STATE HIGHWAY 213 FOR 10.78 KM (6.70 MI) TO THE JUNCTION OF
 AI2524'STATE HIGHWAY 215 ON THE LEFT.  CONTINUE AHEAD NORTH ON STATE HIGHWAY
 AI2524'213 FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF STATE HIGHWAY 214 AND THE
 AI2524'END OF STATE HIGHWAY 213.  CONTINUE NORTH ON STATE HIGHWAY 214 FOR
 AI2524'5.55 KM (3.45 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 AI2524'GRADED ROAD FOR 0.08 KM (0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 AI2524'CONTINUE EAST ON THE GRADED ROAD UPHILL FOR 0.48 KM (0.30 MI) TO THE
 AI2524'TOP OF THE HILL AND THE MICROWAVE TOWER.  TURN RIGHT AND GO SOUTH FOR
 AI2524'0.16 KM (0.10 MI) TO THE SOUTH END OF THE RIDGE AND THE END OF TRUCK
 AI2524'TRAVEL.  WALK SOUTH FOR ABOUT 300 FT (91.4 M) TO THE TOP OF THE ROCK
 AI2524'OUTCROP AND THE STATION ON A LARGE FLAT SURFACE JUST NORTH OF THE
 AI2524'HIGHEST POINT.
 AI2524'THE STATION IS A STANDARD NGS DISK STAMPED---HEADLIGHT BUTTE 2
 AI2524'1984---, SET INTO ROCK OUTCROP OF 6.1 METERS (20.0 FT) LARGEST
 AI2524'DIMENSION.  THE STATION IS LOCATED 0.9 METER (3.0 FT) NORTH-NORTHEAST
 AI2524'FROM THE NORTH SIDE OF THE HIGHEST POINT OF THE BUTTE.  REFERENCE MARK
 AI2524'NO 1 IS A STANDARD CGS DISK STAMPED---HEADLIGHT BUTTE USGS NO 1 1923
 AI2524'1964---, SET INTO THE TOP OF A BOULDER OF 1.2 METERS (3.9 FT) LARGEST
 AI2524'DIMENSION, SET NEAR THE NORTH END OF THE ROCKY OUTCROP.  REFERENCE
 AI2524'MARK NO 2 IS A STANDARD CGS DISK STAMPED---HEADLIGHT BUTTE USGS NO 2
 AI2524'1923 1964---, SET INTO THE TOP OF A BOULDER OF 12 METERS (39.4 FT)
 AI2524'LARGEST DIMENSION, NEAR THE EAST EDGE OF THE ROCK OUTCROP.  REFERENCE
 AI2524'MARK NO 3 IS A STANDARD NGS DISK STAMPED---HEADLIGHT BUTTE 2 NO 3
 AI2524'1984---, SET INTO THE TOP OF A BOULDER OF 1.2 METERS (3.9 FT) LARGEST
 AI2524'DIMENSION, ON THE WEST SIDE OF THE ROCK OUTCROP.  AZIMUTH MARK NO 1 IS
 AI2524'A STANDARD CGS DISK STAMPED---HEADLIGHT BUTTE USGS 1923 1964---, SET
 AI2524'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN
 AI2524'DIAMETER FLUSH WITH THE GROUND.  THE STATION IS LOCATED 4.2 METERS
 AI2524'(13.8 FT) SOUTH FROM THE CENTER OF THE ROAD, 1.1 METERS (3.6 FT) EAST
 AI2524'FROM A WITNESS POST AND 0.6 METER (2.0 FT) SOUTHEAST FROM A POWER
 AI2524'POLE.  TO REACH THE AZIMUTH MARK FROM THE SADDLE JUST SOUTH OF THE
 AI2524'MIRCOWAVE TOWER, GO DOWN HILL WEST FOR 0.48 KM (0.30 MI) TO THE MARK
 AI2524'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2528 ***********************************************************************
 AI2528  DESIGNATION -  HEADLIGHT BUTTE 2 RM 3
 AI2528  PID         -  AI2528
 AI2528  STATE/COUNTY-  MT/GLACIER
 AI2528  USGS QUAD   -  HEADLIGHT BUTTE (1968)
 AI2528
 AI2528                         *CURRENT SURVEY CONTROL
 AI2528  ___________________________________________________________________
 AI2528* NAD 83(1992)-  48 47 22.52513(N)    112 18 38.19327(W)     ADJUSTED  
 AI2528* NAVD 88     -      1284.     (meters)    4213.     (feet)  SCALED    
 AI2528  ___________________________________________________________________
 AI2528  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AI2528  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 AI2528
 AI2528  HORZ ORDER  -  THIRD
 AI2528
 AI2528.The horizontal coordinates were established by classical geodetic methods
 AI2528.and adjusted by the National Geodetic Survey in December 2001..
 AI2528
 AI2528.The orthometric height was scaled from a topographic map.
 AI2528
 AI2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2528
 AI2528.The geoid height was determined by GEOID03.
 AI2528
 AI2528;                    North         East     Units Scale Factor Converg.
 AI2528;SPC MT       -   508,174.356   393,547.402   MT  0.99987748   -2 03 21.5
 AI2528;SPC MT       - 1,667,238.70  1,291,166.02   iFT  0.99987748   -2 03 21.5
 AI2528;UTM  12      - 5,404,894.297   403,736.682   MT  0.99971384   -0 59 09.7
 AI2528
 AI2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2528!SPC MT       -   0.99980107  x   0.99987748  =   0.99967857
 AI2528!UTM  12      -   0.99980107  x   0.99971384  =   0.99951496
 AI2528
 AI2528                          SUPERSEDED SURVEY CONTROL
 AI2528
 AI2528.No superseded survey control is available for this station.
 AI2528
 AI2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0373704894(NAD 83)
 AI2528_MARKER: DR = REFERENCE MARK DISK
 AI2528_SETTING: 80 = SET IN A BOULDER
 AI2528_STAMPING: HEADLIGHT BUTTE USGS 2 NO 3 1984
 AI2528_MARK LOGO: NGS   
 AI2528_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2528+STABILITY: SURFACE MOTION
 AI2528
 AI2528  HISTORY     - Date     Condition        Report By
 AI2528  HISTORY     - 1984     MONUMENTED       NGS
 AI2528
 AI2528                          STATION DESCRIPTION
 AI2528
 AI2528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI2528'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---HEADLIGHT BUTTE 2
 AI2528'NO 3 1984---, SET INTO THE TOP OF A BOULDER OF 1.2 METERS (3.9 FT)
 AI2528'LARGEST DIMENSION, ON THE WEST SIDE OF THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2127 ***********************************************************************
 AI2127  DESIGNATION -  HEADLIGHT BUTTE AZ MK
 AI2127  PID         -  AI2127
 AI2127  STATE/COUNTY-  MT/GLACIER
 AI2127  USGS QUAD   -  HEADLIGHT BUTTE (1968)
 AI2127
 AI2127                         *CURRENT SURVEY CONTROL
 AI2127  ___________________________________________________________________
 AI2127* NAD 83(1992)-  48 47 27.73394(N)    112 19 07.09870(W)     ADJUSTED  
 AI2127* NAVD 88     -      1224.5    (meters)    4017.     (feet)  VERT ANG  
 AI2127  ___________________________________________________________________
 AI2127  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AI2127  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 AI2127
 AI2127  HORZ ORDER  -  THIRD
 AI2127
 AI2127.The horizontal coordinates were established by classical geodetic methods
 AI2127.and adjusted by the National Geodetic Survey in December 2001..
 AI2127
 AI2127.The orthometric height was determined by vertical angle observations.
 AI2127
 AI2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2127
 AI2127.The geoid height was determined by GEOID03.
 AI2127
 AI2127;                    North         East     Units Scale Factor Converg.
 AI2127;SPC MT       -   508,356.329   392,963.655   MT  0.99987827   -2 03 42.6
 AI2127;SPC MT       - 1,667,835.73  1,289,250.84   iFT  0.99987827   -2 03 42.6
 AI2127;UTM  12      - 5,405,065.311   403,149.736   MT  0.99971524   -0 59 31.6
 AI2127
 AI2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2127!SPC MT       -   0.99981046  x   0.99987827  =   0.99968875
 AI2127!UTM  12      -   0.99981046  x   0.99971524  =   0.99952575
 AI2127
 AI2127:                Primary Azimuth Mark                     Grid Az
 AI2127:SPC MT       -  HEADLIGHT BUTTE RM 1                     106 08 15.2
 AI2127:UTM  12      -  HEADLIGHT BUTTE RM 1                     105 04 04.2
 AI2127
 AI2127|---------------------------------------------------------------------|
 AI2127| PID    Reference Object                     Distance      Geod. Az  |
 AI2127|                                                           dddmmss.s |
 AI2127| AI2125 HEADLIGHT BUTTE RM 1                APPROX. 0.6 KM 1040432.6 |
 AI2127|---------------------------------------------------------------------|
 AI2127
 AI2127                          SUPERSEDED SURVEY CONTROL
 AI2127
 AI2127.No superseded survey control is available for this station.
 AI2127
 AI2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0315005065(NAD 83)
 AI2127_MARKER: DZ = AZIMUTH MARK DISK
 AI2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2127_STAMPING: HEADLIGHT BUTTE USGS 1923 1964
 AI2127_MARK LOGO: CGS   
 AI2127_PROJECTION: FLUSH
 AI2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2127+STABILITY: SURFACE MOTION
 AI2127
 AI2127  HISTORY     - Date     Condition        Report By
 AI2127  HISTORY     - 1964     MONUMENTED       CGS
 AI2127  HISTORY     - 19840829 GOOD             NGS
 AI2127
 AI2127                          STATION DESCRIPTION
 AI2127
 AI2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI2127'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF CUTBANK, 24.1
 AI2127'KM (14.95 MI) SOUTH OF THE CANADIAN BOUNDARY AND ON THE SOUTH SIDE OF
 AI2127'A GRADED ROAD LEADING TO THE MICROWAVE TOWER ATOP, HEADLIGHT BUTTE. TO
 AI2127'REACH THE STATION FROM THE POST OFFICE IN CUTBANK GO NORTH ON CENTRAL
 AI2127'AVE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF US HIGHWAY 2 AND STATE
 AI2127'HIGHWAY 213, CONTINUE NORTH OF STATE HIGHWAY 213 FOR 10.78 KM (6.70
 AI2127'MI) TO THE JUNCTION OF STATE HIGHWAY 213 ON THE LEFT. CONTINUE AHEAD
 AI2127'ON STATE HIGHWAY 213 FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF STATE
 AI2127'HIGHWAY 214 AND THE END OF STATE HIGHWAY 213. CONTINUE NORTH ON STATE
 AI2127'HIGHWAY 214 FOR 5.55 KM (3.45 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 AI2127'AND GO EAST ON THE GRADED ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON
 AI2127'THE RIGHT.  THE STATION IS A STANDARD CGS DISK STAMPED---HEADLIGHT
 AI2127'BUTTE USGS 1923 1964---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AI2127'30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND.  THE STATION IS
 AI2127'LOCATED 4.2 METERS (13.8 FT) SOUTH FROM THE CENTER OF THE ROAD, 1.1
 AI2127'METERS (3.6 FT) EAST FROM A WITNESS POST AND 0.6 METERS (2.0 FT)
 AI2127'SOUTHEAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2125 ***********************************************************************
 AI2125  DESIGNATION -  HEADLIGHT BUTTE RM 1
 AI2125  PID         -  AI2125
 AI2125  STATE/COUNTY-  MT/GLACIER
 AI2125  USGS QUAD   -  HEADLIGHT BUTTE (1968)
 AI2125
 AI2125                         *CURRENT SURVEY CONTROL
 AI2125  ___________________________________________________________________
 AI2125* NAD 83(1992)-  48 47 22.91250(N)    112 18 38.00251(W)     ADJUSTED  
 AI2125* NAVD 88     -      1283.1    (meters)    4210.     (feet)  VERT ANG  
 AI2125  ___________________________________________________________________
 AI2125  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AI2125  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 AI2125
 AI2125  HORZ ORDER  -  THIRD
 AI2125
 AI2125.The horizontal coordinates were established by classical geodetic methods
 AI2125.and adjusted by the National Geodetic Survey in December 2001..
 AI2125
 AI2125.The orthometric height was determined by vertical angle observations.
 AI2125
 AI2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2125
 AI2125.The geoid height was determined by GEOID03.
 AI2125
 AI2125;                    North         East     Units Scale Factor Converg.
 AI2125;SPC MT       -   508,186.173   393,551.722   MT  0.99987754   -2 03 21.4
 AI2125;SPC MT       - 1,667,277.47  1,291,180.19   iFT  0.99987754   -2 03 21.4
 AI2125;UTM  12      - 5,404,906.191   403,740.780   MT  0.99971383   -0 59 09.6
 AI2125
 AI2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2125!SPC MT       -   0.99980128  x   0.99987754  =   0.99967884
 AI2125!UTM  12      -   0.99980128  x   0.99971383  =   0.99951516
 AI2125
 AI2125:                Primary Azimuth Mark                     Grid Az
 AI2125:SPC MT       -  MONTANA PWR CO MICROWAVE MAST            111 20 11.5
 AI2125:UTM  12      -  MONTANA PWR CO MICROWAVE MAST            110 15 59.7
 AI2125
 AI2125|---------------------------------------------------------------------|
 AI2125| PID    Reference Object                     Distance      Geod. Az  |
 AI2125|                                                           dddmmss.s |
 AI2125| TM0800 MONTANA PWR CO MICROWAVE MAST       APPROX. 4.6 KM 1091650.1 |
 AI2125| AI2126 HEADLIGHT BUTTE RM 2                 20.851 METERS 17929     |
 AI2125| AI2524 HEADLIGHT BUTTE 2                    18.022 METERS 19507     |
 AI2125| AI2528 HEADLIGHT BUTTE 2 RM 3               12.584 METERS 19801     |
 AI2125| AI2127 HEADLIGHT BUTTE AZ MK               APPROX. 0.6 KM 2840454.5 |
 AI2125|---------------------------------------------------------------------|
 AI2125
 AI2125                          SUPERSEDED SURVEY CONTROL
 AI2125
 AI2125.No superseded survey control is available for this station.
 AI2125
 AI2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV0374104906(NAD 83)
 AI2125_MARKER: DR = REFERENCE MARK DISK
 AI2125_SETTING: 80 = SET IN A BOULDER
 AI2125_STAMPING: HEADLIGHT BUTTE USGS NO 1 1923 1964
 AI2125_MARK LOGO: CGS   
 AI2125_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2125+STABILITY: SURFACE MOTION
 AI2125
 AI2125  HISTORY     - Date     Condition        Report By
 AI2125  HISTORY     - 1964     MONUMENTED       CGS
 AI2125  HISTORY     - 19840829 GOOD             NGS
 AI2125
 AI2125                          STATION DESCRIPTION
 AI2125
 AI2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI2125'THIS REFERENCE MARK WAS POSITIONED TO HELP ESTABLISH, HEADLIGHT BUTTE
 AI2125'2.  THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) SOUTH OF THE
 AI2125'CANADIAN BOUNDARY, 17.7 KM (11.00 MI) NORTH OF CUTBANK AND ON THE TOP
 AI2125'OF A ROCKY OUTCROP LOCALLY KNOWN AS, HEADLIGHT BUTTE.  TO REACH THE
 AI2125'STATION FROM THE POST OFFICE IN CUTBANK GO NORTH ON CENTRAL AVE FOR
 AI2125'0.08 KM (0.05 MI) TO THE JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY
 AI2125'213.  CONTINUE NORTH ON STATE HIGHWAY 213 FOR 10.78 KM (6.70 MI) TO
 AI2125'THE JUNCTION OF STATE HIGHWAY 215 ON THE LEFT.  CONTINUE NORTH ON
 AI2125'STATE HIGHWAY 213 FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF STATE
 AI2125'HIGHWAY 214 AND THE END OF STATE HIGHWAY 213.  CONTINUE NORTH ON STATE
 AI2125'HIGHWAY 214 FOR 5.55 KM (3.45 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 AI2125'AND GO EAST ON THE GRADED ROAD FOR 0.08 KM (0.05 MI) TO THE AZIMUTH
 AI2125'MARK ON THE RIGHT.  CONTINUE EAST ON THE GRADED ROAD FOR 0.48 KM (0.30
 AI2125'MI) TO THE TOP OF THE HILL AND THE MIRCOWAVE TOWER.  TURN RIGHT AND GO
 AI2125'SOUTH FOR 0.16 KM (0.10 MI) TO THE SOUTH END OF THE RIDGE AND THE END
 AI2125'OF TRUCK TRAVEL.  WALK SOUTH FOR ABOUT 300 FT (91.4 M) TO THE TOP OF
 AI2125'THE OUTCROP AND THE STATION AT THE NORTH END OF THE SANDSTONE OUTCROP.
 AI2125'THE STATION IS A STANDARD CGS REFERENCE MARK DISK STAMPED---HEADLIGHT
 AI2125'BUTTE USGS NO 1 1923 1964---, SET INTO THE TOP OF A BOULDER OF 1.2
 AI2125'METERS (3.9 FT) LARGEST DIMENSION, SET NEAR THE NORTH END OF THE
 AI2125'SANDSTONE OUTCROP.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 AI2125'STAMPED---HEADLIGHT BUTTE USGS NO 2 1923 1964---, SET INTO THE TOP OF
 AI2125'A BOULDER OF 1.2 METERS (3.9 FT) LARGEST DIMENSION, SET NEAR THE EAST
 AI2125'EDGE OF THE ROCK OUTCROP. REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 AI2125'STAMPED---HEADLIGHT BUTTE 2 NO 3 1984---, SET INTO THE TOP OF A
 AI2125'BOULDER OF 1.2 METERS (3.9 FT) LARGEST DIMENSION, ON THE WEST SIDE OF
 AI2125'THE ROCK OUTCROP.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 AI2125'STAMPED---HEADLIGHT BUTTE USGS 1923 1964---, SET INTO THE TOP OF A
 AI2125'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
 AI2125'GROUND.  THE STATION IS LOCATED 4.2 METERS (13.8 FT) SOUTH FROM THE
 AI2125'CENTER OF THE ROAD, 1.1 METERS (3.6 FT) EAST FROM A WITNESS POST AND
 AI2125'0.6 METER (2.0 FT) SOUTHEAST FROM A POWER POLE.  TO REACH THE AZIMUTH
 AI2125'MARK FROM THE SADDLE JUST SOUTH OF THE MIRCOWAVE TOWER GO WEST DOWN
 AI2125'HILL FOR 0.48 KM (0.30 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0783 ***********************************************************************
 TH0783  DESIGNATION -  HEARST
 TH0783  PID         -  TH0783
 TH0783  STATE/COUNTY-  MT/SHERIDAN
 TH0783  USGS QUAD   -  WHITETAIL (1973)
 TH0783
 TH0783                         *CURRENT SURVEY CONTROL
 TH0783  ___________________________________________________________________
 TH0783* NAD 83(1992)-  48 59 12.83068(N)    105 10 10.37351(W)     ADJUSTED  
 TH0783* NAVD 88     -       795.     (meters)    2608.     (feet)  SCALED    
 TH0783  ___________________________________________________________________
 TH0783  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 TH0783  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0783
 TH0783  HORZ ORDER  -  THIRD
 TH0783
 TH0783.The horizontal coordinates were established by classical geodetic methods
 TH0783.and adjusted by the National Geodetic Survey in July 1992..
 TH0783
 TH0783.The orthometric height was scaled from a topographic map.
 TH0783
 TH0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0783
 TH0783.The geoid height was determined by GEOID03.
 TH0783
 TH0783;                    North         East     Units Scale Factor Converg.
 TH0783;SPC MT       -   535,169.822   916,786.041   MT  0.99999196   +3 10 03.9
 TH0783;SPC MT       - 1,755,806.50  3,007,828.22   iFT  0.99999196   +3 10 03.9
 TH0783;UTM  13      - 5,426,013.079   487,595.567   MT  0.99960189   -0 07 40.6
 TH0783
 TH0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0783!SPC MT       -   0.99987822  x   0.99999196  =   0.99987018
 TH0783!UTM  13      -   0.99987822  x   0.99960189  =   0.99948016
 TH0783
 TH0783:                Primary Azimuth Mark                     Grid Az
 TH0783:SPC MT       -  MERRIL                                   261 09 12.4
 TH0783:UTM  13      -  MERRIL                                   264 26 56.9
 TH0783
 TH0783|---------------------------------------------------------------------|
 TH0783| PID    Reference Object                     Distance      Geod. Az  |
 TH0783|                                                           dddmmss.s |
 TH0783| TH0798 MERRIL                              APPROX. 4.9 KM 2641916.3 |
 TH0783|---------------------------------------------------------------------|
 TH0783
 TH0783                          SUPERSEDED SURVEY CONTROL
 TH0783
 TH0783  NAD 83(1986)-  48 59 12.83168(N)    105 10 10.37408(W) AD(       ) 3
 TH0783
 TH0783.Superseded values are not recommended for survey control.
 TH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0783.See file dsdata.txt to determine how the superseded data were derived.
 TH0783
 TH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ8759626013(NAD 83)
 TH0783_MARKER: DD = SURVEY DISK
 TH0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0783+STABILITY: SURFACE MOTION
 TH0783
 TH0783  HISTORY     - Date     Condition        Report By
 TH0783  HISTORY     - 1911     MONUMENTED       IBC
 TH0783
 TH0783                          STATION DESCRIPTION
 TH0783
 TH0783'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0783'ABOUT 1 MILE SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 546, ON
 TH0783'THE RIDGE TENDING IN A SOUTHERLY DIRECTION THAT CROSSES THE BOUNDARY
 TH0783'A LITTLE EAST OF THE MONUMENT.  THE STATION IS ON A LOW ROUND -
 TH0783'TOPPED HILL, ABOUT ONE - FOURTH MILE SOUTHEAST OF A SLIGHTLY HIGHER
 TH0783'ROCKY HILL.
 TH0783'
 TH0783'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TH0783'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0834 ***********************************************************************
 TM0834  DESIGNATION -  HEART BUTTE
 TM0834  PID         -  TM0834
 TM0834  STATE/COUNTY-  MT/PONDERA
 TM0834  USGS QUAD   -  SWIFT RESERVOIR (1995)
 TM0834
 TM0834                         *CURRENT SURVEY CONTROL
 TM0834  ___________________________________________________________________
 TM0834* NAD 83(1992)-  48 14 30.27385(N)    112 55 18.39158(W)     ADJUSTED  
 TM0834* NAVD 88     -      2092.2    (meters)    6864.     (feet)  VERTCON   
 TM0834  ___________________________________________________________________
 TM0834  LAPLACE CORR-         -12.62  (seconds)                    DEFLEC99
 TM0834  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 TM0834
 TM0834  HORZ ORDER  -  FIRST
 TM0834
 TM0834.The horizontal coordinates were established by classical geodetic methods
 TM0834.and adjusted by the National Geodetic Survey in July 1992..
 TM0834
 TM0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0834
 TM0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0834
 TM0834.The geoid height was determined by GEOID03.
 TM0834
 TM0834;                    North         East     Units Scale Factor Converg.
 TM0834;SPC MT       -   449,113.271   346,020.474   MT  0.99962372   -2 30 11.0
 TM0834;SPC MT       - 1,473,468.74  1,135,237.78   iFT  0.99962372   -2 30 11.0
 TM0834;UTM  12      - 5,344,954.797   357,318.199   MT  0.99985014   -1 26 01.7
 TM0834
 TM0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0834!SPC MT       -   0.99967435  x   0.99962372  =   0.99929819
 TM0834!UTM  12      -   0.99967435  x   0.99985014  =   0.99952454
 TM0834
 TM0834|---------------------------------------------------------------------|
 TM0834| PID    Reference Object                     Distance      Geod. Az  |
 TM0834|                                                           dddmmss.s |
 TM0834| TM0835 HEART BUTTE                           8.447 METERS 12606     |
 TM0834| TM0833 FIELD MTN                           APPROX.14.5 KM 1982834.8 |
 TM0834| CN3705 HEART BUTTE RM 1                      6.390 METERS 34426     |
 TM0834|---------------------------------------------------------------------|
 TM0834
 TM0834                          SUPERSEDED SURVEY CONTROL
 TM0834
 TM0834  NAD 83(1986)-  48 14 30.28345(N)    112 55 18.38215(W) AD(       ) 1
 TM0834  NAD 27      -  48 14 30.41288(N)    112 55 15.15364(W) AD(       ) 1
 TM0834  NGVD 29 (07/19/86) 2090.9    (m)         6860.     (f) VERT ANG       
 TM0834
 TM0834.Superseded values are not recommended for survey control.
 TM0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0834.See file dsdata.txt to determine how the superseded data were derived.
 TM0834
 TM0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU5731844955(NAD 83)
 TM0834_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0834_SETTING: 80 = SET IN A BOULDER
 TM0834_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TM0834
 TM0834  HISTORY     - Date     Condition        Report By
 TM0834  HISTORY     - 1963     MONUMENTED       CGS
 TM0834
 TM0834                          STATION DESCRIPTION
 TM0834
 TM0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0834'THE STATION IS ABOUT 22 MILES SOUTH-SOUTHEAST OF BROWNING,
 TM0834'19-1/2 MILES SOUTHEAST OF EAST GLACIER AND 5 MILES SOUTHWEST
 TM0834'OF THE TOWN OF HEART BUTTE, ON THE SUMMIT OF HEART BUTTE,
 TM0834'ABOUT 27 FEET NORTHWEST AND 5 FEET LOWER THAN THE HIGHEST POINT.
 TM0834'
 TM0834'THE STATION WAS REACHED BY HELICOPTER AND A LANDING WAS MADE
 TM0834'ABOUT 25 YARDS WEST OF THE STATION.
 TM0834'
 TM0834'STATION MARK IS A STANDARD DISK, STAMPED HEART BUTTE 1963,
 TM0834'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER PROJECTING
 TM0834'6 INCHES.
 TM0834'
 TM0834'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEART BUTTE NO
 TM0834'1 1963, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER
 TM0834'PROJECTING 1 FOOT.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 TM0834'
 TM0834'MARK (USGS) IS AN ALUMINIUM DISK, NOT STAMPED, CEMENTED IN A
 TM0834'DRILL HOLE IN A 5 X 6 FOOT BOULDER PROJECTING 5 FEET.  IT IS
 TM0834'ABOUT 5 FEET HIGHER THAN THE STATION.
 TM0834'
 TM0834'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0835 ***********************************************************************
 TM0835  DESIGNATION -  HEART BUTTE
 TM0835  PID         -  TM0835
 TM0835  STATE/COUNTY-  MT/PONDERA
 TM0835  USGS QUAD   -  SWIFT RESERVOIR (1995)
 TM0835
 TM0835                         *CURRENT SURVEY CONTROL
 TM0835  ___________________________________________________________________
 TM0835* NAD 83(1992)-  48 14 30.11272(N)    112 55 18.06078(W)     ADJUSTED  
 TM0835* NAVD 88     -      2092.     (meters)    6864.     (feet)  SCALED    
 TM0835  ___________________________________________________________________
 TM0835  LAPLACE CORR-         -12.62  (seconds)                    DEFLEC99
 TM0835  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 TM0835
 TM0835  HORZ ORDER  -  SECOND
 TM0835
 TM0835.The horizontal coordinates were established by classical geodetic methods
 TM0835.and adjusted by the National Geodetic Survey in July 1992..
 TM0835
 TM0835.The orthometric height was scaled from a topographic map.
 TM0835
 TM0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0835
 TM0835.The geoid height was determined by GEOID03.
 TM0835
 TM0835;                    North         East     Units Scale Factor Converg.
 TM0835;SPC MT       -   449,108.003   346,027.073   MT  0.99962371   -2 30 10.7
 TM0835;SPC MT       - 1,473,451.45  1,135,259.43   iFT  0.99962371   -2 30 10.7
 TM0835;UTM  12      - 5,344,949.652   357,324.896   MT  0.99985012   -1 26 01.5
 TM0835
 TM0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0835!SPC MT       -   0.99967434  x   0.99962371  =   0.99929817
 TM0835!UTM  12      -   0.99967434  x   0.99985012  =   0.99952450
 TM0835
 TM0835                          SUPERSEDED SURVEY CONTROL
 TM0835
 TM0835  NAD 83(1986)-  48 14 30.12232(N)    112 55 18.05135(W) AD(       ) 2
 TM0835  NAD 27      -  48 14 30.25170(N)    112 55 14.82279(W) AD(       ) 2
 TM0835
 TM0835.Superseded values are not recommended for survey control.
 TM0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0835.See file dsdata.txt to determine how the superseded data were derived.
 TM0835
 TM0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU5732544950(NAD 83)
 TM0835
 TM0835  HISTORY     - Date     Condition        Report By
 TM0835  HISTORY     - 1963     MONUMENTED       CGS
 TM0835
 TM0835                          STATION DESCRIPTION
 TM0835
 TM0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0835'STATION IS ABOUT 22 MILES SOUTH-SOUTHEAST OF BROWNING, 19-1/2
 TM0835'MILES SOUTHEAST OF EAST GLACIER AND 5 MILES SOUTHWEST OF THE
 TM0835'TOWN OF HEART BUTTE, ON THE HIGHEST POINT OF HEART BUTTE.
 TM0835'
 TM0835'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HEART
 TM0835'BUTTE, THE DISTANCE BEING 27.72 FEET OR 8.449 METERS NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1088 ***********************************************************************
 PY1088  CBN         -  This is a Cooperative Base Network Control Station.
 PY1088  DESIGNATION -  HEBGEN DAM
 PY1088  PID         -  PY1088
 PY1088  STATE/COUNTY-  MT/GALLATIN
 PY1088  USGS QUAD   -  HEBGEN DAM (1988)
 PY1088
 PY1088                         *CURRENT SURVEY CONTROL
 PY1088  ___________________________________________________________________
 PY1088* NAD 83(1999)-  44 51 51.29127(N)    111 20 05.48693(W)     ADJUSTED  
 PY1088* NAVD 88     -      1996.848  (meters)    6551.33   (feet)  ADJUSTED  
 PY1088  ___________________________________________________________________
 PY1088  X           -  -1,647,970.006 (meters)                     COMP
 PY1088  Y           -  -4,219,238.168 (meters)                     COMP
 PY1088  Z           -   4,478,070.897 (meters)                     COMP
 PY1088  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 PY1088  ELLIP HEIGHT-        1988.42  (meters)          (04/16/01) GPS OBS
 PY1088  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY1088  DYNAMIC HT  -        1995.769 (meters)    6547.79  (feet)  COMP
 PY1088  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 PY1088
 PY1088  HORZ ORDER  -  B
 PY1088  VERT ORDER  -  FIRST     CLASS II
 PY1088  ELLP ORDER  -  FOURTH    CLASS II
 PY1088
 PY1088.The horizontal coordinates were established by GPS observations
 PY1088.and adjusted by the National Geodetic Survey in April 2001..
 PY1088.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY1088.DATUM ITEM on the data sheet items page.
 PY1088
 PY1088.The orthometric height was determined by differential leveling
 PY1088.and adjusted by the National Geodetic Survey in June 1991..
 PY1088
 PY1088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1088
 PY1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1088
 PY1088.The ellipsoidal height was determined by GPS observations
 PY1088.and is referenced to NAD 83.
 PY1088
 PY1088.The geoid height was determined by GEOID03.
 PY1088
 PY1088.The dynamic height is computed by dividing the NAVD 88
 PY1088.geopotential number by the normal gravity value computed on the
 PY1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1088.degrees latitude (g = 980.6199 gals.).
 PY1088
 PY1088.The modeled gravity was interpolated from observed gravity values.
 PY1088
 PY1088;                    North         East     Units Scale Factor Converg.
 PY1088;SPC MT       -    69,976.132   454,987.135   MT  1.00008418   -1 20 31.9
 PY1088;SPC MT       -   229,580.49  1,492,739.94   iFT  1.00008418   -1 20 31.9
 PY1088;UTM  12      - 4,967,924.739   473,545.861   MT  0.99960861   -0 14 10.4
 PY1088
 PY1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1088!SPC MT       -   0.99968833  x   1.00008418  =   0.99977249
 PY1088!UTM  12      -   0.99968833  x   0.99960861  =   0.99929707
 PY1088
 PY1088                          SUPERSEDED SURVEY CONTROL
 PY1088
 PY1088  NAD 83(1992)-  44 51 51.29091(N)    111 20 05.48559(W) AD(       ) B
 PY1088  ELLIP H (05/15/92) 1988.49   (m)                       GP(       ) 4 2
 PY1088  NAD 83(1992)-  44 51 51.28151(N)    111 20 05.46981(W) AD(       ) 1
 PY1088  NAVD 88 (05/28/92) 1996.85   (m)         6551.3    (f) LEVELING    3  
 PY1088  NGVD 29 (08/20/92) 1995.604  (m)         6547.24   (f) ADJUSTED    1 2
 PY1088
 PY1088.Superseded values are not recommended for survey control.
 PY1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1088.See file dsdata.txt to determine how the superseded data were derived.
 PY1088
 PY1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ7354667925(NAD 83)
 PY1088_MARKER: DS = TRIANGULATION STATION DISK
 PY1088_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PY1088_SP_SET: RETAINING WALL
 PY1088_STAMPING: HEBGEN DAM 1987
 PY1088_MARK LOGO: NGS   
 PY1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1088+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1088
 PY1088  HISTORY     - Date     Condition        Report By
 PY1088  HISTORY     - 1987     MONUMENTED       NGS
 PY1088  HISTORY     - 1987     GOOD             NGS
 PY1088
 PY1088                          STATION DESCRIPTION
 PY1088
 PY1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1088'THE STATION IS LOCATED ABOUT 30.6 KM (19 MI)
 PY1088'NORTHWEST OF WEST YELLOWSTONE,
 PY1088'19.3 KM (12 MI) WEST-NORTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 191
 PY1088'AND 287, AT HEBGEN DAM, IN THE NORTH HEADWALL OF THE OVERFLOW
 PY1088'SPILLWAY AT THE NORTHEAST END OF THE EARTHEN DAM, IN THE NORTHEAST
 PY1088'1/4 OF SECTION 22, T 11 S, R 3 E.
 PY1088'OWNERSHIP--MONTANA POWER COMPANY, IF GATE IS LOCKED (ONLY
 PY1088'DURING FLOOD RELEASE) KEY MAY BE OBTAINED AT THE POWER COMAPANY
 PY1088'GARAGE WHICH IS LOCATED ABOUT 0.3 KM (0.2 MI) WEST OF DAM.  CALL DAN
 PY1088'MCDONALD AT 406-646-7298.
 PY1088'
 PY1088'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 191 AND
 PY1088'287, WHICH IS LOCATED ABOUT 12.9 KM (8 MI) NORTH OF WEST
 PY1088'YELLOWSTONE, GO WEST FOR
 PY1088'13.0 KM (8.1 MI) ON HIGHWAY 287 TO THE HEBGEN LAKE LODGE.  CONTINUE
 PY1088'WEST FOR 8.3 KM (5.15 MI) TO A DIRT ROAD LEFT AT DAM.  TURN LEFT
 PY1088'AND GO 0.1 KM (0.05 MI) TO THE DAM AND THE STATION.
 PY1088'
 PY1088'THE STATION IS A STANDARD NGS DISK
 PY1088'STAMPED---HEBGEN DAM 1987---,
 PY1088'SET INTO A DRILL HOLE IN THE NORTHEAST HEADWALL OF THE OVERFLOW
 PY1088'SPILLWAY, AT A POINT DIRECTLY UNDER THE CENTER OF THE CHAIN LINK GATE
 PY1088'WHEN CLOSED.  LOCATED
 PY1088'2.5 METERS (8.2 FT) NORTHWEST FROM THE NORTHEAST END OF THE
 PY1088'SOUTHEAST BANNISTER,
 PY1088'2.3 METERS (7.5 FT) SOUTHEAST FROM THE NORTHEAST END OF THE
 PY1088'NORTHWEST RAILING AND ABOUT
 PY1088'75 METERS (246 FT) SOUTHWEST FROM THE HIGHWAY.
 PY1088'
 PY1088'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY1088'
 PY1088'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1088'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1088'
 PY1088'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1088'
 PY1088'DESCRIBED BY G.R. HEID.
 PY1088
 PY1088                          STATION RECOVERY (1987)
 PY1088
 PY1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY1088'34.1 KM (21.20 MI) NORTH FROM WEST YELLOWSTONE.
 PY1088'34.1 KM (21.20 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE
 PY1088'JUNCTION OF U.S. HIGHWAY 20 IN WEST YELLOWSTONE, NEAR THE CENTER OF
 PY1088'THE NORTH RETAING WALL OF THE HEBGEN DAM FLOOD GATE, AND 37.6 M
 PY1088'(123.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0755 ***********************************************************************
 RV0755  DESIGNATION -  HEDGES
 RV0755  PID         -  RV0755
 RV0755  STATE/COUNTY-  MT/WHEATLAND
 RV0755  USGS QUAD   -  HEDGESVILLE (1986)
 RV0755
 RV0755                         *CURRENT SURVEY CONTROL
 RV0755  ___________________________________________________________________
 RV0755* NAD 83(1992)-  46 26 40.86459(N)    109 32 45.99867(W)     ADJUSTED  
 RV0755* NAVD 88     -      1350.6    (meters)    4431.     (feet)  VERTCON   
 RV0755  ___________________________________________________________________
 RV0755  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 RV0755  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 RV0755
 RV0755  HORZ ORDER  -  FIRST
 RV0755
 RV0755.The horizontal coordinates were established by classical geodetic methods
 RV0755.and adjusted by the National Geodetic Survey in July 1992..
 RV0755
 RV0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0755
 RV0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0755
 RV0755.The geoid height was determined by GEOID03.
 RV0755
 RV0755;                    North         East     Units Scale Factor Converg.
 RV0755;SPC MT       -   243,883.049   596,458.811   MT  0.99944141   -0 02 01.4
 RV0755;SPC MT       -   800,141.24  1,956,885.86   iFT  0.99944141   -0 02 01.4
 RV0755;UTM  12      - 5,144,483.844   611,672.163   MT  0.99975329   +1 03 13.5
 RV0755
 RV0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0755!SPC MT       -   0.99979021  x   0.99944141  =   0.99923173
 RV0755!UTM  12      -   0.99979021  x   0.99975329  =   0.99954355
 RV0755
 RV0755:                Primary Azimuth Mark                     Grid Az
 RV0755:SPC MT       -  HEDGES AZ MK                             134 47 20.6
 RV0755:UTM  12      -  HEDGES AZ MK                             133 42 05.7
 RV0755
 RV0755|---------------------------------------------------------------------|
 RV0755| PID    Reference Object                     Distance      Geod. Az  |
 RV0755|                                                           dddmmss.s |
 RV0755| CQ6717 HEDGES AZ MK                                       1344519.2 |
 RV0755| CQ6718 HEDGES RM 1                          14.194 METERS 23611     |
 RV0755| CQ6720 HEDGES RM 3                          20.886 METERS 31433     |
 RV0755| CQ6719 HEDGES RM 2                          20.835 METERS 31443     |
 RV0755|---------------------------------------------------------------------|
 RV0755
 RV0755                          SUPERSEDED SURVEY CONTROL
 RV0755
 RV0755  NAD 83(1986)-  46 26 40.85766(N)    109 32 45.97831(W) AD(       ) 1
 RV0755  NAD 27      -  46 26 41.00100(N)    109 32 43.33200(W) AD(       ) 1
 RV0755  NGVD 29 (07/19/86) 1349.7    (m)         4428.     (f) VERT ANG       
 RV0755
 RV0755.Superseded values are not recommended for survey control.
 RV0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0755.See file dsdata.txt to determine how the superseded data were derived.
 RV0755
 RV0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS1167244484(NAD 83)
 RV0755_MARKER: DS = TRIANGULATION STATION DISK
 RV0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0755
 RV0755  HISTORY     - Date     Condition        Report By
 RV0755  HISTORY     - 1934     MONUMENTED       CGS
 RV0755  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RV0755
 RV0755                          STATION DESCRIPTION
 RV0755
 RV0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0755'FROM THE CONOCO SERVICE STATION NO. 1 IN HARLOWTON, MONTANA,
 RV0755'GO 0.3 MILE TO THE WHEATLAND LUMBER CO. AND TAKE THE LEWISTOWN
 RV0755'ROAD.  FROM HERE GO 1.8 MILES TO THE TELEPHONE LINE ALONG THE
 RV0755'HEDGESVILLE ROAD, AT THIS POINT TURN RIGHT (EAST) AND GO 17.1
 RV0755'MILES TO THE CORNER OF THE FENCE WITH AN OLD HOUSE ON THE LEFT
 RV0755'(SIDES ARE TORN FROM BUILDING).  TURN LEFT (NORTH) AND FOLLOW
 RV0755'THE FENCE STRAIGHT TO THE HILL CROSS COUNTRY, CROSSING AN OLD
 RV0755'ROAD, 0.6 MILE, PROCEED 0.1 MILE IN THE SAME DIRECTION TO THE
 RV0755'END OF TRUCK TRAVEL.
 RV0755'
 RV0755'STATION IS LOCATED ON THE TOP OF THE HILL ON THE EASTERN END OF
 RV0755'THE HIGHEST POINT 100 YARDS FROM THE END OF TRUCK TRAVEL.
 RV0755'
 RV0755'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RV0755'DISKS.
 RV0755
 RV0755                          STATION RECOVERY (1961)
 RV0755
 RV0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 RV0755'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 RV0755'MARK NO 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO 2 HAD
 RV0755'BEEN DESTROYED.  REFERENCE MARK NO 3 AND AN AZIMUTH MARK WERE
 RV0755'ESTABLISHED.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION
 RV0755'FOLLOWS.
 RV0755'
 RV0755'TO REACH FROM THE POST OFFICE IN SHAWNUT, GO SOUTH ON GRAVELED
 RV0755'ROAD FOR 0.15 MILE TO U.S. HIGHWAY 12, TURN RIGHT AND GO WEST
 RV0755'ON U.S. HIGHWAY 12 FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 RV0755'AND GO NORTH ON GRAVELED ROAD FOR 6.85 MILES TO A STEEL GATE ON
 RV0755'THE LEFT, TURN LEFT PASS THROUGH GATE AND GO WEST ON TRACK
 RV0755'ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 RV0755'NORTHWEST ACROSS PASTURE FOR 0.25 MILE TO BASE OF KNOLL AND END
 RV0755'OF TRUCK TRAVEL.  PACK UP STEEP KNOLL FOR 100 YARDS TO TOP OF
 RV0755'KNOLL AND THE STATION.
 RV0755'
 RV0755'THE STATION MARK IS A STANDARD DISK, STAMPED HEDGES 1934,
 RV0755'CEMENTED IN DRILL HOLE IN A BOULDER.  IT IS 36 FEET SOUTH OF
 RV0755'NORTH EDGE OF THE KNOLL AND 18 FEET NORTH OF SOUTH EDGE OF THE
 RV0755'KNOLL.
 RV0755'
 RV0755'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED, HEDGES 1934,
 RV0755'CEMENTED IN DRILL HOLE IN A BOULDER.  IT IS 12 FEET NORTH OF SOUTH
 RV0755'EDGE OF THE KNOLL.
 RV0755'
 RV0755'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED HEDGES NO 3 1934,
 RV0755'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 RV0755'FLUSH WITH THE GROUND.  IT IS 18 FEET SOUTH OF NORTH EDGE OF THE
 RV0755'KNOLL.  (11A)
 RV0755'
 RV0755'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HEDGES 1961,
 RV0755'CEMENTED IN DRILL HOLE IN BEDROCK.  IT IS 124 FEET SOUTH OF
 RV0755'CENTER OF A TRACK ROAD AND 4.7 FEET SOUTHEAST OF THE WITNESS
 RV0755'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1041 ***********************************************************************
 TN1041  DESIGNATION -  HEFTY
 TN1041  PID         -  TN1041
 TN1041  STATE/COUNTY-  MT/FLATHEAD
 TN1041  USGS QUAD   -  MOUNT HEFTY (1994)
 TN1041
 TN1041                         *CURRENT SURVEY CONTROL
 TN1041  ___________________________________________________________________
 TN1041* NAD 83(1992)-  48 59 53.81074(N)    114 34 21.52374(W)     ADJUSTED  
 TN1041* NAVD 88     -      2317.     (meters)    7602.     (feet)  SCALED    
 TN1041  ___________________________________________________________________
 TN1041  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 TN1041  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 TN1041
 TN1041  HORZ ORDER  -  THIRD
 TN1041
 TN1041.The horizontal coordinates were established by classical geodetic methods
 TN1041.and adjusted by the National Geodetic Survey in July 1992..
 TN1041
 TN1041.The orthometric height was scaled from a topographic map.
 TN1041
 TN1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1041
 TN1041.The geoid height was determined by GEOID03.
 TN1041
 TN1041;                    North         East     Units Scale Factor Converg.
 TN1041;SPC MT       -   539,691.797   229,072.473   MT  0.99999894   -3 42 38.4
 TN1041;SPC MT       - 1,770,642.38    751,550.11   iFT  0.99999894   -3 42 38.4
 TN1041;UTM  11      - 5,430,103.696   677,541.611   MT  0.99998724   +1 49 56.6
 TN1041
 TN1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1041!SPC MT       -   0.99963944  x   0.99999894  =   0.99963838
 TN1041!UTM  11      -   0.99963944  x   0.99998724  =   0.99962669
 TN1041
 TN1041:                Primary Azimuth Mark                     Grid Az
 TN1041:SPC MT       -  BOUNDARY MON 260 CD US                   087 39 26.1
 TN1041:UTM  11      -  BOUNDARY MON 260 CD US                   082 06 51.1
 TN1041
 TN1041|---------------------------------------------------------------------|
 TN1041| PID    Reference Object                     Distance      Geod. Az  |
 TN1041|                                                           dddmmss.s |
 TN1041| TN1085 BOUNDARY MON 260 CD US              APPROX. 2.9 KM 0835647.7 |
 TN1041| TN1084 BOUNDARY MON 259 CD US              317.881 METERS 33744     |
 TN1041|---------------------------------------------------------------------|
 TN1041
 TN1041                          SUPERSEDED SURVEY CONTROL
 TN1041
 TN1041  NAD 83(1986)-  48 59 53.82007(N)    114 34 21.51788(W) AD(       ) 3
 TN1041
 TN1041.Superseded values are not recommended for survey control.
 TN1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1041.See file dsdata.txt to determine how the superseded data were derived.
 TN1041
 TN1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ7754230104(NAD 83)
 TN1041_MARKER: H = DRILL HOLE
 TN1041_SETTING: 66 = SET IN ROCK OUTCROP
 TN1041_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TN1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1041+STABILITY: POSITION/ELEVATION WELL
 TN1041
 TN1041  HISTORY     - Date     Condition        Report By
 TN1041  HISTORY     - 1903     MONUMENTED       IBC
 TN1041  HISTORY     - 1933     GOOD             IBC
 TN1041
 TN1041                          STATION DESCRIPTION
 TN1041
 TN1041'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1903 (ECB)
 TN1041'ON HEFTY MOUNTAIN THE HIGHEST POINT OF A RIDGE ABOUT 4-1/2 MILES WEST
 TN1041'OF THE FLATHEAD RIVER WHERE IT CROSSES THE INTERNATIONAL BOUNDARY,
 TN1041'ABOUT ONE - FOURTH MILE SOUTH OF MONUMENT 259.  THE STATION MAY BE
 TN1041'REACHED WITH THE HORSES FROM A TRAIL WHICH CROSSES TO THE RIDGE A FEW
 TN1041'METERS NORTH OF THE BOUNDARY NEAR MONUMENT 259.
 TN1041'
 TN1041'STATION MARK--A DRILL HOLE WITH A TRIANGLE AROUND IT AND THE LETTERS
 TN1041'---U.S.---, CUT IN A SMOOTH FLAT STONE 12 BY 12 BY 5 INCHES, PLACED
 TN1041'WITH ITS SURFACE FLUSH WITH THE GROUND.  IN 1933 A COPPER RIVET WAS
 TN1041'CEMENTED INTO THE DRILL HOLE.
 TN1041
 TN1041                          STATION RECOVERY (1933)
 TN1041
 TN1041'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1933
 TN1041'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0881 ***********************************************************************
 RX0881  DESIGNATION -  HELENA CATHOLIC CHURCH CROSS
 RX0881  PID         -  RX0881
 RX0881  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0881  USGS QUAD   -  HELENA (1985)
 RX0881
 RX0881                         *CURRENT SURVEY CONTROL
 RX0881  ___________________________________________________________________
 RX0881* NAD 83(1992)-  46 35 25.10517(N)    112 02 01.80597(W)     ADJUSTED  
 RX0881* NAVD 88     -                                                        
 RX0881  ___________________________________________________________________
 RX0881  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 RX0881  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0881
 RX0881  HORZ ORDER  -  THIRD
 RX0881
 RX0881.The horizontal coordinates were established by classical geodetic methods
 RX0881.and adjusted by the National Geodetic Survey in July 1992..
 RX0881
 RX0881
 RX0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0881
 RX0881.The geoid height was determined by GEOID03.
 RX0881
 RX0881;                    North         East     Units Scale Factor Converg.
 RX0881;SPC MT       -   263,199.147   405,965.070   MT  0.99941963   -1 51 12.6
 RX0881;SPC MT       -   863,514.26  1,331,906.40   iFT  0.99941963   -1 51 12.6
 RX0881;UTM  12      - 5,160,157.133   420,803.559   MT  0.99967709   -0 45 03.9
 RX0881
 RX0881                          SUPERSEDED SURVEY CONTROL
 RX0881
 RX0881  NAD 83(1986)-  46 35 25.10928(N)    112 02 01.79545(W) AD(       ) 4
 RX0881  NAD 27      -  46 35 25.34500(N)    112 01 58.80300(W) AD(       ) 3
 RX0881
 RX0881.Superseded values are not recommended for survey control.
 RX0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0881.See file dsdata.txt to determine how the superseded data were derived.
 RX0881
 RX0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2080460157(NAD 83)
 RX0881_MARKER: 91 = CHURCH CROSS
 RX0881
 RX0881  HISTORY     - Date     Condition        Report By
 RX0881  HISTORY     - 1934     FIRST OBSERVED   CGS
 RX0881  HISTORY     - 1954     GOOD             CGS
 RX0881  HISTORY     - 1962     GOOD             CGS
 RX0881  HISTORY     - 1968     GOOD             CGS
 RX0881  HISTORY     - 1970     GOOD             NGS
 RX0881  HISTORY     - 1974     GOOD             NGS
 RX0881
 RX0881                          STATION DESCRIPTION
 RX0881
 RX0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 RX0881'THE IDENTIFICATION OF THIS POINT IS QUESTIONABLE.  THE CHURCH
 RX0881'HAS TWO CROSSES ATOP SPIRES OF EQUAL HEIGHT AND ABOUT 20 FT.
 RX0881'APART.  THE DESCRIPTION DOES NOT SAY WHICH CROSS ALTHOUGH THE
 RX0881'DESCRIPTION OF STATION INTERMOUNTAIN MENTIONS A N CROSS.
 RX0881'
 RX0881'THE CROSSES ARE ON ST. HELENS CATHOLIC CHURCH, ONE OF THE
 RX0881'MOST PROMINENT BUILDINGS IN HELENA.  LOCATED AT THE INTERSECTION
 RX0881'OF TENTH AVENUE AND WARREN STREET.  THIS IS THE ONLY CATHOLIC
 RX0881'CHURCH IN HELENA.
 RX0881
 RX0881                          STATION RECOVERY (1962)
 RX0881
 RX0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 RX0881'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.T.J., 1954.
 RX0881
 RX0881                          STATION RECOVERY (1968)
 RX0881
 RX0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 RX0881'THIS STATION WAS RECOVERED AS DESCRIBED IN 1954 BY W.T.J.  THE
 RX0881'AZIMUTH TO THIS STATION WAS CHECKED FROM MOUNT HELENA AND WAS CORRECT
 RX0881'TO THE NORTH CROSS THE SAME AS MENTIONED IN THE DESCRIPTION OF
 RX0881'INTERMOUNTAIN.
 RX0881'
 RX0881'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HELENA.
 RX0881
 RX0881                          STATION RECOVERY (1970)
 RX0881
 RX0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLW)
 RX0881'THIS STATION WAS RECOVERED AS DESCRIBED IN 1954 BY MR WILLIAM
 RX0881'T. JOHNSON.  THE CHURCH HAS TWIN SPIRES WITH IDENTICAL GOLD
 RX0881'CROSSES ATOP.  THE POINT OF INTERSECTION IS THE NORTHERLY
 RX0881'ONE OF TWO GOLD CROSSES.
 RX0881'
 RX0881'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HELENA
 RX0881
 RX0881                          STATION RECOVERY (1974)
 RX0881
 RX0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 RX0881'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 RX0881'
 RX0881'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY
 RX0881'OF HELENA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7860 ***********************************************************************
 AI7860  CBN         -  This is a Cooperative Base Network Control Station.
 AI7860  DESIGNATION -  HELENA CBL 0
 AI7860  PID         -  AI7860
 AI7860  STATE/COUNTY-  MT/BROADWATER
 AI7860  USGS QUAD   -  CANYON FERRY SW (1972)
 AI7860
 AI7860                         *CURRENT SURVEY CONTROL
 AI7860  ___________________________________________________________________
 AI7860* NAD 83(1999)-  46 32 25.76709(N)    111 44 13.63162(W)     ADJUSTED  
 AI7860* NAVD 88     -      1282.1    (meters)    4206.     (feet)  GPS OBS   
 AI7860  ___________________________________________________________________
 AI7860  X           -  -1,627,970.988 (meters)                     COMP
 AI7860  Y           -  -4,083,208.227 (meters)                     COMP
 AI7860  Z           -   4,607,698.887 (meters)                     COMP
 AI7860  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AI7860  ELLIP HEIGHT-        1269.31  (meters)          (10/12/00) GPS OBS
 AI7860  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 AI7860
 AI7860  HORZ ORDER  -  A
 AI7860  ELLP ORDER  -  THIRD     CLASS I
 AI7860
 AI7860.The horizontal coordinates were established by GPS observations
 AI7860.and adjusted by the National Geodetic Survey in October 2000..
 AI7860.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI7860.DATUM ITEM on the data sheet items page.
 AI7860
 AI7860.The orthometric height was determined by GPS observations and a
 AI7860.high-resolution geoid model.
 AI7860
 AI7860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7860
 AI7860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7860
 AI7860.The ellipsoidal height was determined by GPS observations
 AI7860.and is referenced to NAD 83.
 AI7860
 AI7860.The geoid height was determined by GEOID03.
 AI7860
 AI7860;                    North         East     Units Scale Factor Converg.
 AI7860;SPC MT       -   256,974.900   428,522.150   MT  0.99942636   -1 38 11.3
 AI7860;SPC MT       -   843,093.50  1,405,912.57   iFT  0.99942636   -1 38 11.3
 AI7860;UTM  12      - 5,154,366.486   443,481.481   MT  0.99963926   -0 32 06.2
 AI7860
 AI7860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7860!SPC MT       -   0.99980106  x   0.99942636  =   0.99922754
 AI7860!UTM  12      -   0.99980106  x   0.99963926  =   0.99944040
 AI7860
 AI7860                          SUPERSEDED SURVEY CONTROL
 AI7860
 AI7860  NAD 83(1992)-  46 32 25.76605(N)    111 44 13.63092(W) AD(       ) B
 AI7860
 AI7860.Superseded values are not recommended for survey control.
 AI7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7860.See file dsdata.txt to determine how the superseded data were derived.
 AI7860
 AI7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS4348154366(NAD 83)
 AI7860_MARKER: DV = VERTICAL CONTROL DISK
 AI7860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7860_STAMPING: 0 METERS 1985
 AI7860_MARK LOGO: NGS   
 AI7860_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7860+STABILITY: SURFACE MOTION
 AI7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7860+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1999
 AI7860
 AI7860  HISTORY     - Date     Condition        Report By
 AI7860  HISTORY     - 1985     MONUMENTED       MTDOT
 AI7860  HISTORY     - 19990902 GOOD             NGS
 AI7860
 AI7860                          STATION DESCRIPTION
 AI7860
 AI7860'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1985
 AI7860'THE BASE LINE IS LOCATED ABOUT 32.2 KM (20.0 MI) NORTHWEST OF
 AI7860'TOWNSEND, 22.5 KM (14.0 MI) EAST-SOUTHEAST OF HELENA, IN THE SOUTHERN
 AI7860'GRASSY RIGHT-OF-WAY ALONG U.S. HIGHWAY 12 AND 287 BETWEEN HIGHWAY MILE
 AI7860'POSTS 58 AND 59.
 AI7860' 
 AI7860'THE BASE LINE IS ON RIGHT-OF-WAY OWNED BY THE MONTANA DEPARTMENT OF
 AI7860'TRANSPORTATION.
 AI7860' 
 AI7860'THE BASE LINE IS A NORTHWEST, SOUTHEAST LINE WITH THE 0-METER POINT ON
 AI7860'THE SOUTHEAST END.  IT CONSISTS OF THE 0, 150, 430 AND 1420 METER
 AI7860'POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET
 AI7860'NORTHWEST OF THE 0-METER POINT.
 AI7860' 
 AI7860'TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 15
 AI7860'AND U.S. HIGHWAY 12 AND 287, ON THE EAST SIDE OF HELENA, GO EAST ON
 AI7860'HIGHWAY 12 AND 287, TOWARDS TOWNSEND, FOR 20.44 KM (12.7 MI) TO THE
 AI7860'1420-METER POINT ON THE RIGHT JUST PAST A PAVED SIDE ROAD RIGHT (LF
 AI7860'BAUM ROAD) AND HIGHWAY MILE POST 58. CONTINUE AHEAD, EASTERLY, ON THE
 AI7860'HIGHWAY FOR 1.42 KM (0.85 MI) TO THE 0-METER POINT ON THE RIGHT ON THE
 AI7860'NORTHWEST EDGE OF A GRAVELED FIELD ACCESS.
 AI7860' 
 AI7860'THE 0-METER POINT IS A STANDARD BRASS NGS VERTICAL CONTROL DISK
 AI7860'STAMPED--0 METERS 1985--, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 AI7860'ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS
 AI7860'18.9 M (62.0 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 5.5 M (18.0
 AI7860'FT) NORTHEAST FROM THE RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) NORTHWEST
 AI7860'FROM THE NORTHWEST EDGE OF THE GRAVELED FIELD ACCESS, AND 0.7 M (2.3
 AI7860'FT) NORTHWEST FROM A METAL WITNESS POST.
 AI7860' 
 AI7860'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AI7860'THE BASE LINE ELEVATIONS ARE UNADJUSTED THIRD ORDER CLASS I ELEVATIONS
 AI7860'RELATIVE TO THE PREVIOUSLY DEFINED ELEVATION ON THE 0-METER POINT.
 AI7860' 
 AI7860'THIS BASE LINE WAS ESTABLISHED ORIGINALLY IN 1985 IN CONJUNCTION WITH
 AI7860'THE U.S. FOREST SERVICE AND THE MONTANA DEPARTMENT OF TRANSPORTATION.
 AI7860'THE 430-METER POINT WAS DESTROYED BY CONSTRUCTION EQUIPMENT IN 1992.
 AI7860'A NEW 430-METER POINT WAS SET IN 1995 AND THE ENTIRE BASE LINE WAS
 AI7860'REMEASURED IN 1996.  FOR MORE INFORMATION, PLEASE CONTACT THE MONTANA
 AI7860'DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE,
 AI7860'HELENA, MT 59601, TELEPHONE 406-444-6020.
 AI7860' 
 AI7860'
 AI7860
 AI7860                          STATION RECOVERY (1999)
 AI7860
 AI7860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJZ)
 AI7860'THE STATION IS LOCATED ABOUT 25.8 KM (16.00 MI) SOUTHEAST OF HELENA,
 AI7860'IN THE RIGHT-OF-WAY OF US HIGHWAY 12.  OWNERSHIP--MONTANA DEPARTMENT
 AI7860'OF TRANSPORTATION.  TO REACH THE STATION FROM THE INTERSECTION OF US
 AI7860'HIGHWAY 12 AND SPOKANE HILLS RD, GO SOUTH ON HIGHWAY 12 FOR 3.1 MI
 AI7860'(4.99 KM) TO A FIELD ENTRANCE ON WEST SIDE OF HIGHWAY AND THE STATION.
 AI7860'LOCATED 8 FT (2.44 M) NORTH OF THE NORTH EDGE OF FIELD DRIVE AND 18 FT
 AI7860'(5.49 M) EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0581 ***********************************************************************
 RW0581  FBN         -  This is a Federal Base Network Control Station.
 RW0581  DESIGNATION -  HELENA GPS
 RW0581  PID         -  RW0581
 RW0581  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0581  USGS QUAD   -  EAST HELENA (1985)
 RW0581
 RW0581                         *CURRENT SURVEY CONTROL
 RW0581  ___________________________________________________________________
 RW0581* NAD 83(1999)-  46 35 11.16586(N)    111 59 29.67924(W)     ADJUSTED  
 RW0581* NAVD 88     -      1234.474  (meters)    4050.10   (feet)  ADJUSTED  
 RW0581  ___________________________________________________________________
 RW0581  X           -  -1,644,687.555 (meters)                     COMP
 RW0581  Y           -  -4,072,468.023 (meters)                     COMP
 RW0581  Z           -   4,611,176.280 (meters)                     COMP
 RW0581  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 RW0581  ELLIP HEIGHT-        1221.40  (meters)          (10/12/00) GPS OBS
 RW0581  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RW0581  DYNAMIC HT  -        1234.200 (meters)    4049.20  (feet)  COMP
 RW0581  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 RW0581
 RW0581  HORZ ORDER  -  A
 RW0581  VERT ORDER  -  SECOND    CLASS II
 RW0581  ELLP ORDER  -  THIRD     CLASS I
 RW0581
 RW0581.The horizontal coordinates were established by GPS observations
 RW0581.and adjusted by the National Geodetic Survey in October 2000..
 RW0581.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RW0581.DATUM ITEM on the data sheet items page.
 RW0581
 RW0581.The orthometric height was determined by differential leveling
 RW0581.and adjusted by the National Geodetic Survey in April 2003..
 RW0581.WARNING-GPS observations at this control monument resulted in a GPS
 RW0581.derived orthometric height which differed from the leveled height by
 RW0581.more than one decimeter (0.1 meter).
 RW0581
 RW0581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RW0581
 RW0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0581
 RW0581.The ellipsoidal height was determined by GPS observations
 RW0581.and is referenced to NAD 83.
 RW0581
 RW0581.The geoid height was determined by GEOID03.
 RW0581
 RW0581.The dynamic height is computed by dividing the NAVD 88
 RW0581.geopotential number by the normal gravity value computed on the
 RW0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0581.degrees latitude (g = 980.6199 gals.).
 RW0581
 RW0581.The modeled gravity was interpolated from observed gravity values.
 RW0581
 RW0581;                    North         East     Units Scale Factor Converg.
 RW0581;SPC MT       -   262,665.378   409,186.258   MT  0.99942013   -1 49 21.4
 RW0581;SPC MT       -   861,763.05  1,342,474.60   iFT  0.99942013   -1 49 21.4
 RW0581;UTM  12      - 5,159,685.314   424,035.241   MT  0.99967093   -0 43 13.2
 RW0581
 RW0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0581!SPC MT       -   0.99980857  x   0.99942013  =   0.99922881
 RW0581!UTM  12      -   0.99980857  x   0.99967093  =   0.99947957
 RW0581
 RW0581                          SUPERSEDED SURVEY CONTROL
 RW0581
 RW0581  NAD 83(1986)-  46 35 11.16126(N)    111 59 29.66116(W) AD(       ) 1
 RW0581  NAD 83(1992)-  46 35 11.16417(N)    111 59 29.68077(W) AD(       ) B
 RW0581  ELLIP H (05/15/92) 1221.51   (m)                       GP(       ) 4 2
 RW0581  NAD 27      -  46 35 11.39768(N)    111 59 26.67904(W) AD(       ) 1
 RW0581  NAVD 88 (12/30/94) 1234.43   (m)         4050.0    (f) LEVELING    3  
 RW0581  NGVD 29 (06/11/92) 1233.5    (m)         4047.     (f) GPS OBS        
 RW0581
 RW0581.Superseded values are not recommended for survey control.
 RW0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0581.See file dsdata.txt to determine how the superseded data were derived.
 RW0581
 RW0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2403559685(NAD 83)
 RW0581_MARKER: DH = HORIZONTAL CONTROL DISK
 RW0581_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 RW0581_SP_SET: DEEP PIER ON BEDROCK
 RW0581_STAMPING: HELENA GPS 1990
 RW0581_MARK LOGO: NGS   
 RW0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0581+STABILITY: POSITION/ELEVATION WELL
 RW0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0581+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 RW0581
 RW0581  HISTORY     - Date     Condition        Report By
 RW0581  HISTORY     - 1990     MONUMENTED       NGS
 RW0581  HISTORY     - 19911024 GOOD             NGS
 RW0581  HISTORY     - 19920915 GOOD             NGS
 RW0581  HISTORY     - 19940610 GOOD             MTDOT
 RW0581  HISTORY     - 19940730 GOOD             MTDOT
 RW0581  HISTORY     - 19950112 GOOD             MTDOT
 RW0581  HISTORY     - 19951216 GOOD             MTDOT
 RW0581  HISTORY     - 19960731 GOOD             MTDOT
 RW0581  HISTORY     - 19990614 GOOD             NGS
 RW0581  HISTORY     - 20020626 GOOD             MTDOT
 RW0581  HISTORY     - 20050205 GOOD             COMPDA
 RW0581
 RW0581                          STATION DESCRIPTION
 RW0581
 RW0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RW0581'THE STATION IS LOCATED ON THE EAST SIDE OF HELENA, AT THE HIGHWAY
 RW0581'DEPARTMENT HEADQUARTERS AND ABOUT 100 METERS EAST OF INTERSTATE
 RW0581'HIGHWAY 15.
 RW0581'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND
 RW0581'U.S. HIGHWAY 12, GO EAST ON HIGHWAY 12 FOR 0.72 KM (0.45 MI) TO A
 RW0581'ROAD RIGHT LEADING TO THE HIGHWAY DEPARTMENT HEADQUARTERS.  TURN
 RW0581'RIGHT AND GO SOUTHERLY FOR 0.24 KM (0.15 MI) TO THE END OF THE
 RW0581'PAVEMENT. CONTINUE SOUTH AND SOUTHWEST ON THE GRAVEL STREET FOR 0.40
 RW0581'KM (0.25 MI) TO A T-JUNCTION.  TURN RIGHT AND GO NORTHERLY ON A PAVED
 RW0581'LANE FOR 0.16 KM (0.10 MI) TO THE END OF THE PAVEMENT AT A SMALL
 RW0581'TRAFFIC CONTROL AND MONITORING BUILDING AND THE STATION, JUST AHEAD.
 RW0581'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A CONCRETE
 RW0581'REACTION COLUMN, WHICH IS 40 FEET (12.2 MT) DEEP, SETTING ON BEDROCK
 RW0581'AND RECESSED 15 INCHES.  LOCATED 34.5 M (113.2 FT) SOUTHWEST OF A
 RW0581'CHAIN LINK FENCE SURROUNDING AN EQUIPMENT STORAGE AREA, 10.3 M
 RW0581'(33.8 FT) WEST FROM THE WEST CORNER OF A SMALL WOODEN TRAFFIC CONTROL
 RW0581'BUILDING, 9.07 M (29.76 FT) EAST OF A CHAIN LINK FENCE AND 1.70 M
 RW0581'(5.58 FT) EAST OF THE CENTER OF A TRACK ROAD.
 RW0581
 RW0581                          STATION RECOVERY (1992)
 RW0581
 RW0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RW0581'RECOVERED IN GOOD CONDITION.
 RW0581
 RW0581                          STATION RECOVERY (1994)
 RW0581
 RW0581'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 RW0581'RECOVERED AS DESCRIBED.
 RW0581
 RW0581                          STATION RECOVERY (1994)
 RW0581
 RW0581'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 RW0581'RECOVERED AS DESCRIBED.
 RW0581
 RW0581                          STATION RECOVERY (1995)
 RW0581
 RW0581'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RW0581'RECOVERED AS DESCRIBED.
 RW0581
 RW0581                          STATION RECOVERY (1995)
 RW0581
 RW0581'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RW0581'RECOVERED AS DESCRIBED.
 RW0581
 RW0581                          STATION RECOVERY (1996)
 RW0581
 RW0581'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RW0581'RECOVERED AS DESCRIBED.
 RW0581
 RW0581                          STATION RECOVERY (1999)
 RW0581
 RW0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 RW0581'THE STATION IS LOCATED 0N THE EAST SIDE OF HELENA, ON THE PROPERTY OF
 RW0581'THE MONTANA DEPARTMENT OF TRANSPORTATION, ON THE EAST SIDE OF THE WEST
 RW0581'PROPERTY FENCE PARALLEL WITH INTERSTATE HIGHWAY 5 AND NEAR THE
 RW0581'NORTHWEST CORNER OF THE MAINTENANCE YARD.  OWNERSHIP--MONTANA
 RW0581'DEPARTMENT OF TRANSPORTATION, 2701 PROSPECT AVENUE, HELENA MT 59620.
 RW0581'CONTACT MR. JOHN SCHWARTZ, MAINTENANCE SUPERINTENDENT, PHONE
 RW0581'406-444-6399 OR 444-6388, ONE DAY IN ADVANCE BEFORE OCCUPYING THIS
 RW0581'STATION.  ALSO CONTACT MR. BRYCE LARSEN OR MR. DAVID DAVIS,
 RW0581'PHOTOGRAMMETRY AND SURVEYING SECTION, PHONE 406-444-6321 OR 444-6020.
 RW0581'TO REACH THE STATION FROM THE CENTER OF THE US HIGHWAY 12 BRIDGE OVER
 RW0581'INTERSTATE HIGHWAY 15 (EXIT 192) IN HELENA, GO EAST ON HIGHWAY 12
 RW0581'(PROSPECT AVENUE) FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF 18TH STREET
 RW0581'ON THE RIGHT.  TURN RIGHT, SOUTH ON 18TH STREET FOR 0.24 KM (0.15 MI)
 RW0581'TO THE ENTRANCE TO THE DEPARTMENT OF TRANSPORTATION FUELING STATION ON
 RW0581'THE RIGHT.  BEAR RIGHT, SOUTHWEST INTO THE ENTRANCE AND TURN LEFT,
 RW0581'SOUTH ALONG THE EAST SIDE OF THE FUELING STATION FOR 0.16 KM (0.10 MI)
 RW0581'TO THE NORTH ENTRANCE GATE OF THE MAINTENANCE YARD.  PASS THROUGH THE
 RW0581'GATE AND CONTINUE AHEAD WESTERLY FOR 0.24 KM (0.15 MI) TO THE LARGE
 RW0581'FIELD COMMUNICATIONS ANTENNA AND THE MAINTENANCE SUPERINTENDENT OFFICE
 RW0581'ON THE RIGHT.  BEAR LEFT, SOUTHWEST FOR 0.08 KM (0.05 MI) TO THE
 RW0581'SOUTHWEST CORNER OF THE MAINTENANCE YARD PROPERTY AND A PAVED ROAD
 RW0581'LEADING NORTH AND UPHILL, PARALLEL WITH THE WEST PROPERTY FENCE.  TURN
 RW0581'RIGHT, NORTH ON THE PAVED ROAD FOR 0.16 KM (0.10 MI) TO THE END OF THE
 RW0581'PAVED ROAD AND THE STATION, JUST NORTH OF THE ROAD END, ABOUT 0.91 M
 RW0581'(2.99 FT) ABOVE THE ROAD AND SURROUNDED BY FOUR METAL WITNESS POSTS.
 RW0581'THE STATION IS SET IN THE TOP OF A CONCRETE REACTION COLUMN WHICH IS
 RW0581'12.2 M (40.0 FT) DEEP, SETTING ON BEDROCK.  LOCATED 10.37 M (34.02 FT)
 RW0581'NORTHWEST OF THE NORTHWEST CORNER OF A 8-FT SQUARE FRAME BUILDING,
 RW0581'12.32 M (40.42 FT) EAST OF THE PROPERTY FENCE, 8.84 M (29.00 FT)
 RW0581'EAST-NORTHEAST OF A POWER POLE AND 2.14 M (7.02 FT) NORTH OF A METAL
 RW0581'WITNESS POST (ONE OF FOUR).
 RW0581
 RW0581                          STATION RECOVERY (2002)
 RW0581
 RW0581'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DDB)
 RW0581'RECOVERED AS DESCRIBED.
 RW0581
 RW0581                          STATION RECOVERY (2005)
 RW0581
 RW0581'RECOVERY NOTE BY COMPASSDATA INC 2005 (JC)
 RW0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0880 ***********************************************************************
 RX0880  DESIGNATION -  HELENA MASONIC BUILDING SPIRE
 RX0880  PID         -  RX0880
 RX0880  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0880  USGS QUAD   -  HELENA (1985)
 RX0880
 RX0880                         *CURRENT SURVEY CONTROL
 RX0880  ___________________________________________________________________
 RX0880* NAD 83(1992)-  46 35 40.30718(N)    112 02 26.49789(W)     ADJUSTED  
 RX0880* NAVD 88     -                                                        
 RX0880  ___________________________________________________________________
 RX0880  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 RX0880  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 RX0880
 RX0880  HORZ ORDER  -  THIRD
 RX0880
 RX0880.The horizontal coordinates were established by classical geodetic methods
 RX0880.and adjusted by the National Geodetic Survey in July 1992..
 RX0880
 RX0880
 RX0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0880
 RX0880.The geoid height was determined by GEOID03.
 RX0880
 RX0880;                    North         East     Units Scale Factor Converg.
 RX0880;SPC MT       -   263,685.058   405,455.234   MT  0.99941909   -1 51 30.7
 RX0880;SPC MT       -   865,108.46  1,330,233.71   iFT  0.99941909   -1 51 30.7
 RX0880;UTM  12      - 5,160,633.269   420,284.334   MT  0.99967811   -0 45 22.0
 RX0880
 RX0880                          SUPERSEDED SURVEY CONTROL
 RX0880
 RX0880  NAD 83(1986)-  46 35 40.31130(N)    112 02 26.48725(W) AD(       ) 4
 RX0880  NAD 27      -  46 35 40.54700(N)    112 02 23.49200(W) AD(       ) 3
 RX0880
 RX0880.Superseded values are not recommended for survey control.
 RX0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0880.See file dsdata.txt to determine how the superseded data were derived.
 RX0880
 RX0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2028460633(NAD 83)
 RX0880_MARKER: 89 = SPIRE
 RX0880
 RX0880  HISTORY     - Date     Condition        Report By
 RX0880  HISTORY     - 1954     FIRST OBSERVED   CGS
 RX0880  HISTORY     - 1962     GOOD             CGS
 RX0880  HISTORY     - 1968     GOOD             CGS
 RX0880  HISTORY     - 1974     GOOD             NGS
 RX0880  HISTORY     - 1983     GOOD             NGS
 RX0880
 RX0880                          STATION DESCRIPTION
 RX0880
 RX0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 RX0880'THIS BUILDING IS NOW THE HELENA CIVIC CENTER.  THE STAR HAS
 RX0880'BEEN REMOVED FROM THE SPIRE.  THE POINT USED ON THIS SURVEY
 RX0880'WAS THE POINT AT THE TOP OF THE SPIRE.  THE BUILDING IS LOCATED
 RX0880'ON BENTON AVENUE AT THE INTERSECTION OF NEILL AVENUE.
 RX0880
 RX0880                          STATION RECOVERY (1962)
 RX0880
 RX0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 RX0880'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.T.J., 1954.
 RX0880
 RX0880                          STATION RECOVERY (1968)
 RX0880
 RX0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 RX0880'THIS STATION WAS RECOVERED AS DESCRIBED IN 1954 BY W.T.J.
 RX0880'
 RX0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HELENA
 RX0880
 RX0880                          STATION RECOVERY (1974)
 RX0880
 RX0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 RX0880'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 RX0880'
 RX0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 RX0880'HELENA.
 RX0880
 RX0880                          STATION RECOVERY (1983)
 RX0880
 RX0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 RX0880'RECOVERED AS DESCRIBED.
 RX0880'
 RX0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HELENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0883 ***********************************************************************
 RX0883  DESIGNATION -  HELENA MT
 RX0883  PID         -  RX0883
 RX0883  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0883  USGS QUAD   -  HELENA (1985)
 RX0883
 RX0883                         *CURRENT SURVEY CONTROL
 RX0883  ___________________________________________________________________
 RX0883* NAD 83(1992)-  46 35 16.61689(N)    112 03 55.68394(W)     ADJUSTED  
 RX0883* NAVD 88     -      1647.     (meters)    5404.     (feet)  SCALED    
 RX0883  ___________________________________________________________________
 RX0883  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 RX0883  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0883
 RX0883  HORZ ORDER  -  SECOND
 RX0883
 RX0883.The horizontal coordinates were established by classical geodetic methods
 RX0883.and adjusted by the National Geodetic Survey in July 1992..
 RX0883
 RX0883.The orthometric height was scaled from a topographic map.
 RX0883
 RX0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0883
 RX0883.The geoid height was determined by GEOID03.
 RX0883
 RX0883;                    North         East     Units Scale Factor Converg.
 RX0883;SPC MT       -   263,016.186   403,534.992   MT  0.99941993   -1 52 35.9
 RX0883;SPC MT       -   862,914.00  1,323,933.70   iFT  0.99941993   -1 52 35.9
 RX0883;UTM  12      - 5,159,927.388   418,376.821   MT  0.99968189   -0 46 26.5
 RX0883
 RX0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0883!SPC MT       -   0.99974392  x   0.99941993  =   0.99916400
 RX0883!UTM  12      -   0.99974392  x   0.99968189  =   0.99942589
 RX0883
 RX0883                          SUPERSEDED SURVEY CONTROL
 RX0883
 RX0883  NAD 83(1986)-  46 35 16.61946(N)    112 03 55.67402(W) AD(       ) 2
 RX0883  NAD 27      -  46 35 16.85600(N)    112 03 52.67300(W) AD(       ) 2
 RX0883
 RX0883.Superseded values are not recommended for survey control.
 RX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0883.See file dsdata.txt to determine how the superseded data were derived.
 RX0883
 RX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1837759927(NAD 83)
 RX0883
 RX0883  HISTORY     - Date     Condition        Report By
 RX0883  HISTORY     - 1934     MONUMENTED       CGS
 RX0883
 RX0883                          STATION DESCRIPTION
 RX0883
 RX0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0883'SEE STATION MT HELENA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0882 ***********************************************************************
 RX0882  DESIGNATION -  HELENA ST CAP BLDG STATUE HEAD
 RX0882  PID         -  RX0882
 RX0882  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0882  USGS QUAD   -  HELENA (1985)
 RX0882
 RX0882                         *CURRENT SURVEY CONTROL
 RX0882  ___________________________________________________________________
 RX0882* NAD 83(1992)-  46 35 08.73618(N)    112 01 06.25987(W)     ADJUSTED  
 RX0882* NAVD 88     -                                                        
 RX0882  ___________________________________________________________________
 RX0882  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 RX0882  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 RX0882
 RX0882  HORZ ORDER  -  THIRD
 RX0882
 RX0882.The horizontal coordinates were established by classical geodetic methods
 RX0882.and adjusted by the National Geodetic Survey in July 1992..
 RX0882
 RX0882
 RX0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0882
 RX0882.The geoid height was determined by GEOID03.
 RX0882
 RX0882;                    North         East     Units Scale Factor Converg.
 RX0882;SPC MT       -   262,656.144   407,129.973   MT  0.99942021   -1 50 32.0
 RX0882;SPC MT       -   861,732.76  1,335,728.26   iFT  0.99942021   -1 50 32.0
 RX0882;UTM  12      - 5,159,636.510   421,978.995   MT  0.99967482   -0 44 23.3
 RX0882
 RX0882                          SUPERSEDED SURVEY CONTROL
 RX0882
 RX0882  NAD 83(1986)-  46 35 08.74019(N)    112 01 06.24934(W) AD(       ) 4
 RX0882  NAD 27      -  46 35 08.97600(N)    112 01 03.26100(W) AD(       ) 3
 RX0882
 RX0882.Superseded values are not recommended for survey control.
 RX0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0882.See file dsdata.txt to determine how the superseded data were derived.
 RX0882
 RX0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2197959637(NAD 83)
 RX0882
 RX0882  HISTORY     - Date     Condition        Report By
 RX0882  HISTORY     - UNK      FIRST OBSERVED
 RX0882  HISTORY     - 1954     GOOD             CGS
 RX0882  HISTORY     - 1962     GOOD             CGS
 RX0882  HISTORY     - 1968     GOOD             CGS
 RX0882  HISTORY     - 1970     GOOD             NGS
 RX0882  HISTORY     - 1974     GOOD             NGS
 RX0882
 RX0882                          STATION DESCRIPTION
 RX0882
 RX0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 RX0882'POINT IS THE HEAD OF THE STATUE ON THE DOME OF THE MONTANA
 RX0882'STATE CAPITOL BUILDING.  THE STATUE IS ABOUT 15 FT. HIGH.
 RX0882'LOCATED IN THE SE PART OF THE TOWN OF HELENA, ON MONTANA AVENUE
 RX0882'AND SIXTH STREET, AND IS THE MOST PROMINENT STRUCTURE IN HELENA.
 RX0882
 RX0882                          STATION RECOVERY (1962)
 RX0882
 RX0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 RX0882'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.T.J., 1954.
 RX0882
 RX0882                          STATION RECOVERY (1968)
 RX0882
 RX0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 RX0882'THIS STATION WAS RECOVERED AS DESCRIBED IN 1954 BY WTJ.
 RX0882'
 RX0882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HELENA.
 RX0882
 RX0882                          STATION RECOVERY (1970)
 RX0882
 RX0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLW)
 RX0882'LOCATED IN THE SOUTHEAST SECTION OF HELENA AT MOUNTAIN AVENUE
 RX0882'AND 6TH STREET.  POINT OF INTERSECTION IS THE HEAD OF A
 RX0882'STATUE ATOP THE CAPITOL DOME.  THE STATUE IS ABOUT 15 FEET
 RX0882'HIGH AND HAS ONE HAND RAISED ABOVE THE HEAD, CAUTION SHOULD
 RX0882'BE USED ON LONG OBSERVATIONS AS IT WOULD BE EASY TO MISTAKE
 RX0882'THE ARM FOR THE HEAD OF THE STATUE.
 RX0882'
 RX0882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HELENA
 RX0882
 RX0882                          STATION RECOVERY (1974)
 RX0882
 RX0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 RX0882'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 RX0882'
 RX0882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 RX0882'HELENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0514 ***********************************************************************
 SQ0514  DESIGNATION -  HELL
 SQ0514  PID         -  SQ0514
 SQ0514  STATE/COUNTY-  MT/GARFIELD
 SQ0514  USGS QUAD   -  PETERSON POINT (1985)
 SQ0514
 SQ0514                         *CURRENT SURVEY CONTROL
 SQ0514  ___________________________________________________________________
 SQ0514* NAD 83(1992)-  47 38 15.34150(N)    106 54 56.73443(W)     ADJUSTED  
 SQ0514* NAVD 88     -       830.29   (+/-2cm)    2724.0    (feet)  VERTCON   
 SQ0514  ___________________________________________________________________
 SQ0514  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 SQ0514  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 SQ0514
 SQ0514  HORZ ORDER  -  SECOND
 SQ0514  VERT ORDER  -  THIRD ? (See Below)
 SQ0514
 SQ0514.The horizontal coordinates were established by classical geodetic methods
 SQ0514.and adjusted by the National Geodetic Survey in July 1992..
 SQ0514
 SQ0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0514.The vertical order pertains to the NGVD 29 superseded value.
 SQ0514
 SQ0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0514
 SQ0514.The geoid height was determined by GEOID03.
 SQ0514
 SQ0514;                    North         East     Units Scale Factor Converg.
 SQ0514;SPC MT       -   379,623.212   794,055.011   MT  0.99945214   +1 53 25.4
 SQ0514;SPC MT       - 1,245,482.98  2,605,167.36   iFT  0.99945214   +1 53 25.4
 SQ0514;UTM  13      - 5,277,799.623   356,097.398   MT  0.99985448   -1 24 56.9
 SQ0514
 SQ0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0514!SPC MT       -   0.99987237  x   0.99945214  =   0.99932458
 SQ0514!UTM  13      -   0.99987237  x   0.99985448  =   0.99972687
 SQ0514
 SQ0514|---------------------------------------------------------------------|
 SQ0514| PID    Reference Object                     Distance      Geod. Az  |
 SQ0514|                                                           dddmmss.s |
 SQ0514| CQ6723 HELL RM 2                            29.556 METERS 17411     |
 SQ0514| CQ6722 HELL RM 1                             8.781 METERS 17412     |
 SQ0514| CQ6721 HELL AZ MK                                         2301931.9 |
 SQ0514|---------------------------------------------------------------------|
 SQ0514
 SQ0514                          SUPERSEDED SURVEY CONTROL
 SQ0514
 SQ0514  NAD 83(1986)-  47 38 15.33730(N)    106 54 56.72145(W) AD(       ) 2
 SQ0514  NAD 27      -  47 38 15.31800(N)    106 54 54.47700(W) AD(       ) 2
 SQ0514  NGVD 29 (07/19/86)  829.63   (m)         2721.9    (f) LEVELING    3  
 SQ0514
 SQ0514.Superseded values are not recommended for survey control.
 SQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0514.See file dsdata.txt to determine how the superseded data were derived.
 SQ0514
 SQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN5609777800(NAD 83)
 SQ0514_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SQ0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0514
 SQ0514  HISTORY     - Date     Condition        Report By
 SQ0514  HISTORY     - 1937     MONUMENTED       USE
 SQ0514  HISTORY     - 1948     GOOD             CGS
 SQ0514  HISTORY     - 1957     GOOD             USGS
 SQ0514
 SQ0514                          STATION DESCRIPTION
 SQ0514
 SQ0514'DESCRIBED BY US ENGINEERS 1937
 SQ0514'THE STATION IS IN GARFIELD COUNTY ON THE RIGHT BANK OF THE MISSOURI
 SQ0514'RIVER AND IN SECTION 25, T. 22 N., R. 37 E.  THE STATION IS
 SQ0514'4-1/4 MILES SOUTH OF NINTH POINT, 4-1/2 MILES SOUTHEAST OF THE
 SQ0514'MOUTH OF SNOW CREEK, 3-1/4 MILES SOUTHWEST OF THE MOUTH OF HELL
 SQ0514'CREEK AND HIGH BUTTE RISING ABOVE THE TABLE TOPPED
 SQ0514'DIVIDE--BETWEEN SNOW AND HELL CREEKS.  STATION IS ON HIGHEST
 SQ0514'GROUND IN THE VICINITY.
 SQ0514'
 SQ0514'THE STATION IS INACCESSIBLE VIA AUTOMOBILE ALTHOUGH IT MAY BE
 SQ0514'POSSIBLE TO DRIVE WITHIN A FEW MILES OF IT BY GOING NORTH FROM
 SQ0514'JORDAN ABOUT 12 MILES THENCE WEST 2 MILES THEN NORTH TO END OF
 SQ0514'LANE.  FROM END OF LANE CONTINUE ON ROAD THROUGH ROUGH GROUND
 SQ0514'TO FORK.  TAKE RIGHT FORK AND CONTINUE NORTH TO HELL CREEK.
 SQ0514'CROSS CREEK AND CONTINUE DOWN-STREAM ON HIGH GROUND TO A POINT
 SQ0514'ABOUT 2 MILES BELOW BUFFINGTON RANCH.  IT WILL PROBABLY BE
 SQ0514'NECESSARY TO CONTINUE ON FOOT FROM HERE.  THIS ROAD WAS NOT
 SQ0514'TRAVELED BY THE SURVEY PARTY DOING THE FIELD WORK.
 SQ0514'
 SQ0514'MONUMENT IS 3 IN IRON PIPE WITH BRONZE CAP.
 SQ0514'
 SQ0514'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0514'
 SQ0514
 SQ0514                          STATION RECOVERY (1948)
 SQ0514
 SQ0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0514'THE STATION IS ABOUT 25 MILES NORTHWEST OF JORDAN, 2 MILES
 SQ0514'SOUTHEAST OF THE MISSOURI RIVER, AND ON A SHARP, ROCKY BUTTE.
 SQ0514'
 SQ0514'TO REACH FROM THE POST OFFICE IN JORDAN, GO NORTH ON STATE
 SQ0514'ROUTE 18 FOR 0.2 MILE, CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD
 SQ0514'10.3 MILES TO A CROSSROAD, TURN LEFT AND GO WEST 1.75 MILES TO A
 SQ0514'T-INTERSECTION, TURN RIGHT AND GO NORTH ON HELL CREEK ROAD 9.45
 SQ0514'MILES TO A ROAD FORK, TAKE RIGHT ROAD AND GO 9.1 MILES TO THE
 SQ0514'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  THIS IS THE END OF TRUCK
 SQ0514'TRAVEL.  PACK NORTHEAST FOR APPROXIMATELY 1-1/2 MILES TO THE
 SQ0514'STATION.
 SQ0514'
 SQ0514'STATION MARK IS A STANDARD CORPS OF ENGINEERS U.S. ARMY MAP CONTROL
 SQ0514'STATION DISK SET IN THE TOP OF A 3-INCH IRON PIPE.  THE MARK
 SQ0514'PROJECTS 10 INCHES, AND THE DISK IS STAMPED HELL.
 SQ0514'
 SQ0514'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 SQ0514'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 8 INCHES,
 SQ0514'AND THE DISK IS STAMPED HELL U.S.E.D. NO 1 1948.
 SQ0514'
 SQ0514'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN
 SQ0514'THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 4 INCHES, AND
 SQ0514'THE DISK IS STAMPED HELL U.S.E.D. 1948.
 SQ0514'
 SQ0514'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHWEST OF THE STATION,
 SQ0514'18 FEET NORTH OF A TRACK ROAD, AND 4 FEET SOUTHEAST OF A WITNESS
 SQ0514'POST.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE
 SQ0514'TOP OF A 12-INCH CONCRETE POST.  THE MARK PROJECTS 8 INCHES,
 SQ0514'AND THE DISK IS STAMPED HELL U.S.E.D. 1948.
 SQ0514'
 SQ0514'A 4-FOOT STAND WILL SEE STATIONS SNOW, SUTHERLAND, AND FIVE
 SQ0514'PINES (MO.R.C.-U.S.E.)
 SQ0514'
 SQ0514'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SQ0514
 SQ0514                          STATION RECOVERY (1957)
 SQ0514
 SQ0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0514'TO REACH FROM THE POST OFFICE AT JORDAN, GO NORTH ON STATE
 SQ0514'ROUTE 18 FOR 0.3 MILE TO Y-ROAD.  TAKE LEFT FORK (STRAIGHT
 SQ0514'AHEAD) 0.1 MILE TO CROSSROAD AND SIGN HELL CREEK, CONTINUE STRAIGHT
 SQ0514'AHEAD (N) ON GRADED DIRT ROAD 6.3 MILES TO CROSSROAD AND SIGN
 SQ0514'HELL CREEK, POINTING LEFT.  TURN LEFT (W) 1.3 MILES TO RIGHT
 SQ0514'ANGLE BEND TO NORTH.  PROCEED NORTH ON MAIN GRADED ROAD 3.1
 SQ0514'MILES TO CROSSROADS AND SIGN HELL CREEK POINTING NORTH.
 SQ0514'CONTINUE STRAIGHT AHEAD, NORTHERLY ALONG MAIN TRAVELED ROAD TO
 SQ0514'FORK AT SOUTH EDGE OF HELL CREEK STATE PARK CAMPGROUND.
 SQ0514'TURN LEFT ALONG TRACK ROAD WESTERLY UP STEEP HILL TO
 SQ0514'AZIMUTH MARK NEAR TOP OF AND MOST NORTHERLY POINT OF GRASSY
 SQ0514'FLAT, AND END TRUCK TRAVEL.  PACK NORTHEASTERLY FOLLOWING
 SQ0514'GAME TRAIL WHICH STARTS ABOUT 30 FEET NW OF AZIMUTH MARK FOR
 SQ0514'APPROXIMATELY 1 MILE TO PROMINENT, VERY SHARP-TOPPED POINT
 SQ0514'PROJECTING FROM SW END OF GRASSY BENCH AND STATION.  GAME
 SQ0514'TRAIL GOES AROUND BASE OF POINT ON SE SIDE.  ABOUT 20 MINUTE
 SQ0514'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0597 ***********************************************************************
 SQ0597  DESIGNATION -  HELL CREEK
 SQ0597  PID         -  SQ0597
 SQ0597  STATE/COUNTY-  MT/GARFIELD
 SQ0597  USGS QUAD   -  PETERSON POINT (1985)
 SQ0597
 SQ0597                         *CURRENT SURVEY CONTROL
 SQ0597  ___________________________________________________________________
 SQ0597* NAD 83(1992)-  47 39 49.80406(N)    106 53 37.63512(W)     ADJUSTED  
 SQ0597* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 SQ0597  ___________________________________________________________________
 SQ0597  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 SQ0597  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 SQ0597
 SQ0597  HORZ ORDER  -  THIRD
 SQ0597
 SQ0597.The horizontal coordinates were established by classical geodetic methods
 SQ0597.and adjusted by the National Geodetic Survey in July 1992..
 SQ0597
 SQ0597.The orthometric height was scaled from a topographic map.
 SQ0597
 SQ0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0597
 SQ0597.The geoid height was determined by GEOID03.
 SQ0597
 SQ0597;                    North         East     Units Scale Factor Converg.
 SQ0597;SPC MT       -   382,592.086   795,607.319   MT  0.99945725   +1 54 23.2
 SQ0597;SPC MT       - 1,255,223.38  2,610,260.23   iFT  0.99945725   +1 54 23.2
 SQ0597;UTM  13      - 5,280,675.167   357,819.036   MT  0.99984842   -1 24 00.5
 SQ0597
 SQ0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0597!SPC MT       -   0.99987812  x   0.99945725  =   0.99933544
 SQ0597!UTM  13      -   0.99987812  x   0.99984842  =   0.99972656
 SQ0597
 SQ0597                          SUPERSEDED SURVEY CONTROL
 SQ0597
 SQ0597  NAD 83(1986)-  47 39 49.79981(N)    106 53 37.62207(W) AD(       ) 3
 SQ0597
 SQ0597.Superseded values are not recommended for survey control.
 SQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0597.See file dsdata.txt to determine how the superseded data were derived.
 SQ0597
 SQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN5781980675(NAD 83)
 SQ0597_MARKER: P = PIPE CAP
 SQ0597_SETTING: 0 = UNSPECIFIED SETTING
 SQ0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0597
 SQ0597  HISTORY     - Date     Condition        Report By
 SQ0597  HISTORY     - 1889     MONUMENTED       MORC
 SQ0597
 SQ0597                          STATION DESCRIPTION
 SQ0597
 SQ0597'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SQ0597'FOLLOWING DESCRIPTION BY MORC
 SQ0597'
 SQ0597'HELL CREEK IS ON RIGHT BANK, THREE-FOURTHS OF A MI. FROM RIVER AND
 SQ0597'1 MI. ABOVE HELL CREEK, ON A PROMINENT PEAK.
 SQ0597'
 SQ0597'STATION MARK--A STANDARD MORC TABLET SET ON A PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0601 ***********************************************************************
 ST0601  DESIGNATION -  HEMLOCK ET
 ST0601  PID         -  ST0601
 ST0601  STATE/COUNTY-  MT/MISSOULA
 ST0601  USGS QUAD   -  HEMLOCK LAKE (1994)
 ST0601
 ST0601                         *CURRENT SURVEY CONTROL
 ST0601  ___________________________________________________________________
 ST0601* NAD 83(1992)-  47 27 30.81715(N)    113 50 29.72221(W)     ADJUSTED  
 ST0601* NAVD 88     -      2372.7    (meters)    7784.     (feet)  VERTCON   
 ST0601  ___________________________________________________________________
 ST0601  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 ST0601  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 ST0601
 ST0601  HORZ ORDER  -  THIRD
 ST0601
 ST0601.The horizontal coordinates were established by classical geodetic methods
 ST0601.and adjusted by the National Geodetic Survey in July 1992..
 ST0601
 ST0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0601
 ST0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0601
 ST0601.The geoid height was determined by GEOID03.
 ST0601
 ST0601;                    North         East     Units Scale Factor Converg.
 ST0601;SPC MT       -   365,592.944   272,988.290   MT  0.99942289   -3 10 33.2
 ST0601;SPC MT       - 1,199,451.92    895,630.87   iFT  0.99942289   -3 10 33.2
 ST0601;UTM  12      - 5,260,038.865   285,829.241   MT  1.00016373   -2 05 40.0
 ST0601
 ST0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0601!SPC MT       -   0.99963046  x   0.99942289  =   0.99905357
 ST0601!UTM  12      -   0.99963046  x   1.00016373  =   0.99979413
 ST0601
 ST0601:                Primary Azimuth Mark                     Grid Az
 ST0601:SPC MT       -  CONDON                                   045 45 40.6
 ST0601:UTM  12      -  CONDON                                   044 40 47.4
 ST0601
 ST0601|---------------------------------------------------------------------|
 ST0601| PID    Reference Object                     Distance      Geod. Az  |
 ST0601|                                                           dddmmss.s |
 ST0601| ST0613 CONDON                              APPROX.20.7 KM 0423507.4 |
 ST0601|---------------------------------------------------------------------|
 ST0601
 ST0601                          SUPERSEDED SURVEY CONTROL
 ST0601
 ST0601  NAD 83(1986)-  47 27 30.82650(N)    113 50 29.70801(W) AD(       ) 3
 ST0601  NAD 27      -  47 27 31.07580(N)    113 50 26.40411(W) AD(       ) 3
 ST0601  NGVD 29 (07/19/86) 2371.4    (m)         7780.     (f) VERT ANG       
 ST0601
 ST0601.Superseded values are not recommended for survey control.
 ST0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0601.See file dsdata.txt to determine how the superseded data were derived.
 ST0601
 ST0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT8582960039(NAD 83)
 ST0601_MARKER: DD = SURVEY DISK
 ST0601_SETTING: 0 = UNSPECIFIED SETTING
 ST0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0601+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2002
 ST0601
 ST0601  HISTORY     - Date     Condition        Report By
 ST0601  HISTORY     - 1965     MONUMENTED       USGS
 ST0601  HISTORY     - 20021018 GOOD             MSLACO
 ST0601
 ST0601                          STATION DESCRIPTION
 ST0601
 ST0601'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0601'LOCATED ABOUT 12 MI. E. AND 5 MI. S. AIR OF RONAN.
 ST0601'
 ST0601'ON THE HIGH POINT OF RIDGE RUNNING NE.  IN THE SE. FOOTING OF THE NOW
 ST0601'DESTROYED USFS HAMLOCK LOOKOUT STATION.  THERE IS A HELIPORT IN SADDLE
 ST0601'ABOUT 200 FT. SW. OF THE STATION.
 ST0601'
 ST0601'STATION MARK - STANDARD USGS TABLET CEMENTED IN CENTER OF CONCRETE
 ST0601'BLOCK, STAMPED ---HEMLOCK ET 1965---.
 ST0601'
 ST0601'REFERENCE MARKS - NONE.
 ST0601
 ST0601                          STATION RECOVERY (2002)
 ST0601
 ST0601'RECOVERY NOTE BY MISSOULA COUNTY SURVEYOR 2002 (SEN)
 ST0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1611 ***********************************************************************
 SS1611  DESIGNATION -  HEMSTED
 SS1611  PID         -  SS1611
 SS1611  STATE/COUNTY-  MT/TETON
 SS1611  USGS QUAD   -  DUTTON NW (1987)
 SS1611
 SS1611                         *CURRENT SURVEY CONTROL
 SS1611  ___________________________________________________________________
 SS1611* NAD 83(1992)-  47 53 50.27346(N)    111 40 44.23841(W)     ADJUSTED  
 SS1611* NAVD 88     -      1104.9    (meters)    3625.     (feet)  VERTCON   
 SS1611  ___________________________________________________________________
 SS1611  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 SS1611  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SS1611
 SS1611  HORZ ORDER  -  THIRD
 SS1611
 SS1611.The horizontal coordinates were established by classical geodetic methods
 SS1611.and adjusted by the National Geodetic Survey in July 1992..
 SS1611
 SS1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1611
 SS1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1611
 SS1611.The geoid height was determined by GEOID03.
 SS1611
 SS1611;                    North         East     Units Scale Factor Converg.
 SS1611;SPC MT       -   407,546.967   437,172.735   MT  0.99951207   -1 35 38.1
 SS1611;SPC MT       - 1,337,096.35  1,434,293.75   iFT  0.99951207   -1 35 38.1
 SS1611;UTM  12      - 5,305,108.538   449,252.679   MT  0.99963164   -0 30 13.5
 SS1611
 SS1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1611!SPC MT       -   0.99982911  x   0.99951207  =   0.99934127
 SS1611!UTM  12      -   0.99982911  x   0.99963164  =   0.99946082
 SS1611
 SS1611                          SUPERSEDED SURVEY CONTROL
 SS1611
 SS1611  NAD 83(1986)-  47 53 50.27285(N)    111 40 44.22173(W) AD(       ) 3
 SS1611  NGVD 29 (05/18/92) 1104.0    (m)         3622.     (f) VERT ANG       
 SS1611
 SS1611.Superseded values are not recommended for survey control.
 SS1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1611.See file dsdata.txt to determine how the superseded data were derived.
 SS1611
 SS1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU4925305109(NAD 83)
 SS1611_MARKER: DS = TRIANGULATION STATION DISK
 SS1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1611+STABILITY: SURFACE MOTION
 SS1611
 SS1611  HISTORY     - Date     Condition        Report By
 SS1611  HISTORY     - 1947     MONUMENTED       USGS
 SS1611
 SS1611                          STATION DESCRIPTION
 SS1611
 SS1611'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1611'STATION IS LOCATED 3 MI. N. AND 1.5 MI. E. OF DUTTON, MONTANA, ON
 SS1611'PROMINENT LOW HILL, 1.5 MI. E. OF U.S. HIGHWAY 91 AND 0.25 MI. S. OF
 SS1611'E-W. SECTION LINE RD., SEC. 25, T 25 N, R 1 W.
 SS1611'
 SS1611'TO REACH DRIVE N. ON U.S. HIGHWAY 91 4.0 MI. TO CROSSROADS, TURN RIGHT
 SS1611'(E.) ON DIRT RD. 1.5 MI. TO FIELD ENTRANCE ON THE RIGHT, TURN RIGHT
 SS1611'AND CONTINUE 0.25 MI. TO TOP OF HILL.  STATION IS ON HIGHEST POINT.
 SS1611'CAN BE REACHED BY CAR.
 SS1611'
 SS1611'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1611'---HEMSTED 1947 VABM 3622---.
 SS1611'
 SS1611'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT, 108.4
 SS1611'FT. FROM STATION MARK N 16 DEGREES 18 MINUTES W.
 SS1611'
 SS1611'REFERENCE MARK NO. 2--A 1-1/4 IN. IRON PIPE, 29.4 FT. FROM STATION
 SS1611'MARK N 81 DEGREES 51 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0608 ***********************************************************************
 RU0608  DESIGNATION -  HEN
 RU0608  PID         -  RU0608
 RU0608  STATE/COUNTY-  MT/GARFIELD
 RU0608  USGS QUAD   -  DUTTON RANCH (1980)
 RU0608
 RU0608                         *CURRENT SURVEY CONTROL
 RU0608  ___________________________________________________________________
 RU0608* NAD 83(1992)-  46 58 20.47729(N)    107 41 14.70400(W)     ADJUSTED  
 RU0608* NAVD 88     -       990.5    (meters)    3250.     (feet)  VERTCON   
 RU0608  ___________________________________________________________________
 RU0608  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 RU0608  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 RU0608
 RU0608  HORZ ORDER  -  SECOND
 RU0608
 RU0608.The horizontal coordinates were established by classical geodetic methods
 RU0608.and adjusted by the National Geodetic Survey in July 1992..
 RU0608
 RU0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0608
 RU0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0608
 RU0608.The geoid height was determined by GEOID03.
 RU0608
 RU0608;                    North         East     Units Scale Factor Converg.
 RU0608;SPC MT       -   304,100.846   737,832.799   MT  0.99939288   +1 19 33.3
 RU0608;SPC MT       -   997,706.19  2,420,711.28   iFT  0.99939288   +1 19 33.3
 RU0608;UTM  13      - 5,205,597.726   295,587.228   MT  1.00011358   -1 57 54.9
 RU0608
 RU0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0608!SPC MT       -   0.99984702  x   0.99939288  =   0.99924000
 RU0608!UTM  13      -   0.99984702  x   1.00011358  =   0.99996059
 RU0608
 RU0608|---------------------------------------------------------------------|
 RU0608| PID    Reference Object                     Distance      Geod. Az  |
 RU0608|                                                           dddmmss.s |
 RU0608| CQ6725 HEN RM 2                             11.960 METERS 05408     |
 RU0608| RU0606 ALICE                               APPROX. 5.9 KM 1253729.5 |
 RU0608| CQ6724 HEN RM 1                             13.301 METERS 32211     |
 RU0608|---------------------------------------------------------------------|
 RU0608
 RU0608                          SUPERSEDED SURVEY CONTROL
 RU0608
 RU0608  NAD 83(1986)-  46 58 20.47423(N)    107 41 14.68248(W) AD(       ) 2
 RU0608  NAD 27      -  46 58 20.49889(N)    107 41 12.31104(W) AD(       ) 2
 RU0608  NGVD 29 (07/19/86)  989.8    (m)         3247.     (f) VERT ANG       
 RU0608
 RU0608.Superseded values are not recommended for survey control.
 RU0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0608.See file dsdata.txt to determine how the superseded data were derived.
 RU0608
 RU0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9558705598(NAD 83)
 RU0608_MARKER: DD = SURVEY DISK
 RU0608_SETTING: 66 = SET IN ROCK OUTCROP
 RU0608_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RU0608
 RU0608  HISTORY     - Date     Condition        Report By
 RU0608  HISTORY     - 1967     MONUMENTED       USGS
 RU0608
 RU0608                          STATION DESCRIPTION
 RU0608
 RU0608'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LJM)
 RU0608'THE STATION IS LOCATED S. 80 DEG E., ABOUT 9 MI. (AIRLINE) FROM
 RU0608'MOSBY, MONTANA S. 46 DEG W., ABOUT 13 MI. (AIRLINE) FROM SAND
 RU0608'SPRINGS, MONTANA.  THE STATION IS LOCATED IN THE S 1/2 AND NEAR THE
 RU0608'CENTER OF SECTION 17, T.14N., R.32E.
 RU0608'
 RU0608'STATION MARK--A STANDARD USGS BRONZE TABLET CEMENTED IN A DRILL
 RU0608'HOLE, IN CAP ROCK, STAMPED HEN E.T. 1967.
 RU0608'
 RU0608'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 RU0608'CEMENTED IN A DRILL HOLE AND STAMPED HEN E.T. NO. 1 1967.
 RU0608'
 RU0608'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 RU0608'TABLET CEMENTED IN A DRILL HOLE AND STAMPED HEN E.T. NO. 2 1967.
 RU0608'
 RU0608'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 59.67
 RU0608'FEET (18.188 METERS).
 RU0608'
 RU0608'DOG E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 RU0608'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0945 ***********************************************************************
 TN0945  DESIGNATION -  HENRY
 TN0945  PID         -  TN0945
 TN0945  STATE/COUNTY-  MT/LINCOLN
 TN0945  USGS QUAD   -  MOUNT HENRY (1963)
 TN0945
 TN0945                         *CURRENT SURVEY CONTROL
 TN0945  ___________________________________________________________________
 TN0945* NAD 83(1992)-  48 52 59.90849(N)    115 31 06.74639(W)     ADJUSTED  
 TN0945* NAVD 88     -      2209.1    (meters)    7248.     (feet)  VERTCON   
 TN0945  ___________________________________________________________________
 TN0945  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 TN0945  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 TN0945
 TN0945  HORZ ORDER  -  THIRD
 TN0945
 TN0945.The horizontal coordinates were established by classical geodetic methods
 TN0945.and adjusted by the National Geodetic Survey in July 1992..
 TN0945
 TN0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0945
 TN0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0945
 TN0945.The geoid height was determined by GEOID03.
 TN0945
 TN0945;                    North         East     Units Scale Factor Converg.
 TN0945;SPC MT       -   531,840.423   159,049.679   MT  0.99993032   -4 24 09.3
 TN0945;SPC MT       - 1,744,883.28    521,816.53   iFT  0.99993032   -4 24 09.3
 TN0945;UTM  11      - 5,415,541.739   608,608.966   MT  0.99974491   +1 06 58.3
 TN0945
 TN0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0945!SPC MT       -   0.99965630  x   0.99993032  =   0.99958665
 TN0945!UTM  11      -   0.99965630  x   0.99974491  =   0.99940130
 TN0945
 TN0945:                Primary Azimuth Mark                     Grid Az
 TN0945:SPC MT       -  LOST HORSE ET                            203 45 06.0
 TN0945:UTM  11      -  LOST HORSE ET                            198 13 58.4
 TN0945
 TN0945|---------------------------------------------------------------------|
 TN0945| PID    Reference Object                     Distance      Geod. Az  |
 TN0945|                                                           dddmmss.s |
 TN0945| TN0946 LOST HORSE ET                       APPROX.10.7 KM 1992056.7 |
 TN0945|---------------------------------------------------------------------|
 TN0945
 TN0945                          SUPERSEDED SURVEY CONTROL
 TN0945
 TN0945  NAD 83(1986)-  48 52 59.91803(N)    115 31 06.74630(W) AD(       ) 3
 TN0945  NAD 27      -  48 53 00.06791(N)    115 31 03.09392(W) AD(       ) 3
 TN0945  NGVD 29 (07/19/86) 2207.8    (m)         7243.     (f) VERT ANG       
 TN0945
 TN0945.Superseded values are not recommended for survey control.
 TN0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0945.See file dsdata.txt to determine how the superseded data were derived.
 TN0945
 TN0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ0860915542(NAD 83)
 TN0945_MARKER: P = PIPE CAP
 TN0945_SETTING: 0 = UNSPECIFIED SETTING
 TN0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0945
 TN0945  HISTORY     - Date     Condition        Report By
 TN0945  HISTORY     - 1963     MONUMENTED       USGS
 TN0945
 TN0945                          STATION DESCRIPTION
 TN0945
 TN0945'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (DGS)
 TN0945'STATION LOCATED APPROXIMATELY 14.5 MI. AIRLINE W. OF REXFORD,
 TN0945'MONTANA, 34 MI. N. AND 1 MI. E. AIRLINE OF LIBBY, MONTANA, ON THE
 TN0945'HIGHEST POINT OF MOUNT HENRY, UNDERNEATH THE LOOKOUT TOWER AND 2.8
 TN0945'FT. S. OF THE CENTER OF THE TOWER.  STATION WAS REACHED BY
 TN0945'HELICOPTER.
 TN0945'
 TN0945'STATION MARK- BRASS UNITED STATES DEPARTMENT OF AGRICULTURE, FOREST
 TN0945'SERVICE CAP ON A 2.5 IN. IRON PIPE PROJECTING 1.3 FT. ABOVE GROUND,
 TN0945'STAMPED -HENRY-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0590 ***********************************************************************
 QW0590  DESIGNATION -  HENRY
 QW0590  PID         -  QW0590
 QW0590  STATE/COUNTY-  MT/STILLWATER
 QW0590  USGS QUAD   -  COLUMBUS EAST (1956)
 QW0590
 QW0590                         *CURRENT SURVEY CONTROL
 QW0590  ___________________________________________________________________
 QW0590* NAD 83(1992)-  45 41 29.11297(N)    109 13 01.80301(W)     ADJUSTED  
 QW0590* NAVD 88     -      1342.2    (meters)    4404.     (feet)  VERTCON   
 QW0590  ___________________________________________________________________
 QW0590  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 QW0590  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 QW0590
 QW0590  HORZ ORDER  -  THIRD
 QW0590
 QW0590.The horizontal coordinates were established by classical geodetic methods
 QW0590.and adjusted by the National Geodetic Survey in July 1992..
 QW0590
 QW0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0590
 QW0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0590
 QW0590.The geoid height was determined by GEOID03.
 QW0590
 QW0590;                    North         East     Units Scale Factor Converg.
 QW0590;SPC MT       -   160,233.435   622,022.971   MT  0.99965541   +0 12 24.8
 QW0590;SPC MT       -   525,700.25  2,040,757.78   iFT  0.99965541   +0 12 24.8
 QW0590;UTM  12      - 5,061,308.790   638,813.732   MT  0.99983690   +1 16 33.5
 QW0590
 QW0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0590!SPC MT       -   0.99979154  x   0.99965541  =   0.99944703
 QW0590!UTM  12      -   0.99979154  x   0.99983690  =   0.99962848
 QW0590
 QW0590:                Primary Azimuth Mark                     Grid Az
 QW0590:SPC MT       -  HERDER                                   023 49 14.7
 QW0590:UTM  12      -  HERDER                                   022 45 06.0
 QW0590
 QW0590|---------------------------------------------------------------------|
 QW0590| PID    Reference Object                     Distance      Geod. Az  |
 QW0590|                                                           dddmmss.s |
 QW0590| QW0589 HERDER                              APPROX. 6.0 KM 0240139.5 |
 QW0590|---------------------------------------------------------------------|
 QW0590
 QW0590                          SUPERSEDED SURVEY CONTROL
 QW0590
 QW0590  NAD 83(1986)-  45 41 29.11101(N)    109 13 01.77915(W) AD(       ) 3
 QW0590  NAD 27      -  45 41 29.30866(N)    109 12 59.19469(W) AD(       ) 3
 QW0590  NGVD 29 (07/19/86) 1341.3    (m)         4401.     (f) VERT ANG       
 QW0590
 QW0590.Superseded values are not recommended for survey control.
 QW0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0590.See file dsdata.txt to determine how the superseded data were derived.
 QW0590
 QW0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR3881461309(NAD 83)
 QW0590_MARKER: DD = SURVEY DISK
 QW0590_SETTING: 0 = UNSPECIFIED SETTING
 QW0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0590
 QW0590  HISTORY     - Date     Condition        Report By
 QW0590  HISTORY     - 1952     MONUMENTED       USGS
 QW0590
 QW0590                          STATION DESCRIPTION
 QW0590
 QW0590'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0590'STATION IS LOCATED ON HIGH POINT ON RIDGE AND 940 FT. SE. FROM LONE
 QW0590'TREE IN N. DRAIN FORK.   ALSO IT IS 810 FT. FROM CENTER LINE OF RD.
 QW0590'AND CROP LINE NE. OF STATION.  IT IS LOCATED IN STILLWATER COUNTY,
 QW0590'MONTANA, SEC. 2 T.2 S., R.20 E., AND IS ABOUT 4.0 AIR MI. NE. FROM
 QW0590'COLUMBUS AND 18.0 AIR MI. SW. FROM MOLT, MONTANA.
 QW0590'
 QW0590'TO REACH FROM NORTHERN PACIFIC RAILROAD STATION AT COLUMBUS, MONTANA,
 QW0590'GO E. ALONG U.S. HIGHWAY 10 FOR 2.7 MI. TO JUNCTION OF MOLT-COLUMBUS
 QW0590'RD. AT SHELTER-OVERLOOK.  TURN LEFT N., FOLLOW GRAVELED RD. FOR 6.1
 QW0590'MI. TO CORNER, FOLLOW ROAD AROUND CORNER,N. GO 3.9 MI. TO WOODEN
 QW0590'BRIDGE AND GO ALON DIM RD. 0.6 MI. TO FORK RD., TAKE RIGHT FORK,
 QW0590'GO 0.5 MI. TO RD. FORK, TAKE RIGHT FORK N. 0.4 MI. THROUGH GATE,
 QW0590'THENCE SW. TO TOP OF HILL.  GO W. 0.1 MI. TO STATION.
 QW0590'
 QW0590'STATION MARK- STANDARD TABLET STAMPED --- HENRY 1952 --- SET IN
 QW0590'CONCRETE POST PROJECTING 4-IN. ABOVE GROUND.  STAMPED ---VABM 44.09---
 QW0590'
 QW0590'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1133 ***********************************************************************
 SU1133  DESIGNATION -  HENRY
 SU1133  PID         -  SU1133
 SU1133  STATE/COUNTY-  MT/SANDERS
 SU1133  USGS QUAD   -  PARADISE (1984)
 SU1133
 SU1133                         *CURRENT SURVEY CONTROL
 SU1133  ___________________________________________________________________
 SU1133* NAD 83(1992)-  47 25 47.62746(N)    114 46 02.90511(W)     ADJUSTED  
 SU1133* NAVD 88     -      1845.     (meters)    6053.     (feet)  SCALED    
 SU1133  ___________________________________________________________________
 SU1133  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SU1133  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 SU1133
 SU1133  HORZ ORDER  -  THIRD
 SU1133
 SU1133.The horizontal coordinates were established by classical geodetic methods
 SU1133.and adjusted by the National Geodetic Survey in July 1992..
 SU1133
 SU1133.The orthometric height was scaled from a topographic map.
 SU1133
 SU1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1133
 SU1133.The geoid height was determined by GEOID03.
 SU1133
 SU1133;                    North         East     Units Scale Factor Converg.
 SU1133;SPC MT       -   366,692.404   203,131.892   MT  0.99941912   -3 51 11.4
 SU1133;SPC MT       - 1,203,059.07    666,443.22   iFT  0.99941912   -3 51 11.4
 SU1133;UTM  11      - 5,255,354.938   668,359.352   MT  0.99994835   +1 38 40.3
 SU1133
 SU1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1133!SPC MT       -   0.99971329  x   0.99941912  =   0.99913257
 SU1133!UTM  11      -   0.99971329  x   0.99994835  =   0.99966165
 SU1133
 SU1133                          SUPERSEDED SURVEY CONTROL
 SU1133
 SU1133  NAD 83(1986)-  47 25 47.63420(N)    114 46 02.89692(W) AD(       ) 3
 SU1133
 SU1133.Superseded values are not recommended for survey control.
 SU1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1133.See file dsdata.txt to determine how the superseded data were derived.
 SU1133
 SU1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN6835955355(NAD 83)
 SU1133_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU1133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU1133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1133
 SU1133  HISTORY     - Date     Condition        Report By
 SU1133  HISTORY     - 1939     MONUMENTED       USGS
 SU1133
 SU1133                          STATION DESCRIPTION
 SU1133
 SU1133'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 SU1133'LOCATED 3.4 MI. (AIRLINE) N. 25 DEGREES E., FROM PARADISE.  ON DIVIDE
 SU1133'BETWEEN MCLAUGHLIN AND HENRY CREEKS.  ON TOP OF HENRY PEAK WHICH IS
 SU1133'THE HIGHEST POINT IN IMMEDIATE VICINITY.  AT N. END OF THE TOP, THE
 SU1133'TOP IS VERY SPARSELY TIMBERED AND WAS FORMERLY USED AS A LOOKOUT BY
 SU1133'THE FOREST SERVICE.
 SU1133'
 SU1133'TO REACH STATION FROM INTERSECTION IN FRONT OF THE PUBLIC SCHOOL AT
 SU1133'PARADISE, DRIVE E. 0.3 MI. AND TAKE T-RD. N. UP MCLAUGHLIN CREEK
 SU1133'DRIVING 6.1 MI. TO TOP OF DIVIDE AT HEAD OF MCLAUGHLIN CREEK (THERE
 SU1133'IS A RESERVATION BOUNDARY SIGN HERE), TURN LEFT (W.) ON RIDGE
 SU1133'FOLLOWING U.S. FOREST SERVICE BLAZES ALONG OLD LOGGING RD., GO 0.4
 SU1133'MI. AND TAKE LEFT FORK (S.), DRIVE 0.4 MI. TO END OF TRUCK TRAVEL,
 SU1133'CONTINUE ALONG TRAIL WHICH FOLLOWS ON OR NEAR RIDGE CREST 2.5 MI. S.
 SU1133'TO STATION.
 SU1133'
 SU1133'STATION MARK--TOP END OF COPPER BOLT WITH IRON CORE DRIVEN IN EARTH.
 SU1133'
 SU1133'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---1 HENRY
 SU1133'1939---, CEMENTED IN ROCK IN PLACE, 70.37 FT. FROM STATION
 SU1133'S 79 DEGREES 14 MINUTES W.
 SU1133'
 SU1133'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---2 HENRY
 SU1133'1939---, CEMENTED IN ROCK IN PLACE, 84.66 FT. FROM STATION
 SU1133'N 29 DEGREES 13 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1667 ***********************************************************************
 SS1667  DESIGNATION -  HENRY
 SS1667  PID         -  SS1667
 SS1667  STATE/COUNTY-  MT/CASCADE
 SS1667  USGS QUAD   -  NORTHEAST GREAT FALL (1994)
 SS1667
 SS1667                         *CURRENT SURVEY CONTROL
 SS1667  ___________________________________________________________________
 SS1667* NAD 83(1992)-  47 30 38.07526(N)    111 11 33.08294(W)     ADJUSTED  
 SS1667* NAVD 88     -      1059.     (meters)    3474.     (feet)  SCALED    
 SS1667  ___________________________________________________________________
 SS1667  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 SS1667  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 SS1667
 SS1667  HORZ ORDER  -  THIRD
 SS1667
 SS1667.The horizontal coordinates were established by classical geodetic methods
 SS1667.and adjusted by the National Geodetic Survey in July 1992..
 SS1667
 SS1667.The orthometric height was scaled from a topographic map.
 SS1667
 SS1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1667
 SS1667.The geoid height was determined by GEOID03.
 SS1667
 SS1667;                    North         East     Units Scale Factor Converg.
 SS1667;SPC MT       -   363,684.051   472,587.429   MT  0.99943038   -1 14 17.1
 SS1667;SPC MT       - 1,193,189.14  1,550,483.69   iFT  0.99943038   -1 14 17.1
 SS1667;UTM  12      - 5,261,923.121   485,503.344   MT  0.99960258   -0 08 31.1
 SS1667
 SS1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1667!SPC MT       -   0.99983626  x   0.99943038  =   0.99926673
 SS1667!UTM  12      -   0.99983626  x   0.99960258  =   0.99943890
 SS1667
 SS1667                          SUPERSEDED SURVEY CONTROL
 SS1667
 SS1667  NAD 83(1986)-  47 30 38.07626(N)    111 11 33.06766(W) AD(       ) 3
 SS1667
 SS1667.Superseded values are not recommended for survey control.
 SS1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1667.See file dsdata.txt to determine how the superseded data were derived.
 SS1667
 SS1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8550361923(NAD 83)
 SS1667_MARKER: DS = TRIANGULATION STATION DISK
 SS1667_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1667_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1667
 SS1667  HISTORY     - Date     Condition        Report By
 SS1667  HISTORY     - 1889     MONUMENTED       MORC
 SS1667
 SS1667                          STATION DESCRIPTION
 SS1667
 SS1667'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SS1667'STATION IS ON RIGHT BANK, ON A SLIGHT RISE 1/2 OF A MI. E. OF J.L.
 SS1667'HENRYS HOUSE AND 5.5 MI. E. OF THE TOWN OF GREAT FALLS, MONTANA.
 SS1667'LAND IS HIGHER IN VICINITY OF HENRYS HOUSE AND MUCH HIGHER 1.25 MI.
 SS1667'SW.
 SS1667'
 SS1667'STATION MARK--STANDARD MORC MONUMENT WITH AN IRON PIPE AND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0947 ***********************************************************************
 TN0947  DESIGNATION -  HENSLEY ET
 TN0947  PID         -  TN0947
 TN0947  STATE/COUNTY-  MT/LINCOLN
 TN0947  USGS QUAD   -  YAAK (1963)
 TN0947
 TN0947                         *CURRENT SURVEY CONTROL
 TN0947  ___________________________________________________________________
 TN0947* NAD 83(1992)-  48 51 42.42048(N)    115 43 20.01122(W)     ADJUSTED  
 TN0947* NAVD 88     -      1517.3    (meters)    4978.     (feet)  VERTCON   
 TN0947  ___________________________________________________________________
 TN0947  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 TN0947  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 TN0947
 TN0947  HORZ ORDER  -  THIRD
 TN0947
 TN0947.The horizontal coordinates were established by classical geodetic methods
 TN0947.and adjusted by the National Geodetic Survey in July 1992..
 TN0947
 TN0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0947
 TN0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0947
 TN0947.The geoid height was determined by GEOID03.
 TN0947
 TN0947;                    North         East     Units Scale Factor Converg.
 TN0947;SPC MT       -   530,620.522   143,967.606   MT  0.99991794   -4 33 05.7
 TN0947;SPC MT       - 1,740,880.98    472,334.67   iFT  0.99991794   -4 33 05.7
 TN0947;UTM  11      - 5,412,878.173   593,716.962   MT  0.99970790   +0 57 44.6
 TN0947
 TN0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0947!SPC MT       -   0.99976468  x   0.99991794  =   0.99968264
 TN0947!UTM  11      -   0.99976468  x   0.99970790  =   0.99947264
 TN0947
 TN0947:                Primary Azimuth Mark                     Grid Az
 TN0947:SPC MT       -  ROSWELL                                  346 50 32.1
 TN0947:UTM  11      -  ROSWELL                                  341 19 41.8
 TN0947
 TN0947|---------------------------------------------------------------------|
 TN0947| PID    Reference Object                     Distance      Geod. Az  |
 TN0947|                                                           dddmmss.s |
 TN0947| TN0955 ROSWELL                             APPROX.11.4 KM 3421726.4 |
 TN0947|---------------------------------------------------------------------|
 TN0947
 TN0947                          SUPERSEDED SURVEY CONTROL
 TN0947
 TN0947  NAD 83(1986)-  48 51 42.43122(N)    115 43 20.00967(W) AD(       ) 3
 TN0947  NAD 27      -  48 51 42.58741(N)    115 43 16.33890(W) AD(       ) 3
 TN0947  NGVD 29 (07/19/86) 1516.1    (m)         4974.     (f) VERT ANG       
 TN0947
 TN0947.Superseded values are not recommended for survey control.
 TN0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0947.See file dsdata.txt to determine how the superseded data were derived.
 TN0947
 TN0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ9371712878(NAD 83)
 TN0947_MARKER: DD = SURVEY DISK
 TN0947_SETTING: 66 = SET IN ROCK OUTCROP
 TN0947_SP_SET: SET IN ROCK OUTCROP
 TN0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0947+STABILITY: POSITION/ELEVATION WELL
 TN0947
 TN0947  HISTORY     - Date     Condition        Report By
 TN0947  HISTORY     - 1963     MONUMENTED       USGS
 TN0947
 TN0947                          STATION DESCRIPTION
 TN0947
 TN0947'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (RCF)
 TN0947'STATION LOCATED APPROXIMATELY 1.5 MI. S. AND 23 MI. W. AIRLINE OF
 TN0947'REXFORD, MONTANA, APPROXIMATELY 32.5 MI. N. AND 8.5 MI. W. AIRLINE
 TN0947'OF LIBBY, MONTANA, ON HIGHEST POINT OF FLAT-TOPPED HILL ABOUT 2 MI.
 TN0947'N. OF YAAK, MONTANA.
 TN0947'
 TN0947'TO REACH FROM LIBBY, MONTANA, DRIVE SE. ON STATE HIGHWAY 37, 0.8 MI.
 TN0947'THENCE LEFT ON PIPE CREEK ROAD 39.4 MI. TO YAAK.  GO RIGHT (NE.) AT
 TN0947'T-RD. 0.8 MI., THEN LEFT 1.0 MI. TO OILED SURFACE TRACK FOLLOW
 TN0947'OILED TRACK 4.2 MI. TO TOP OF HILL AND STATION.
 TN0947'
 TN0947'STATION MARK- STANDARD USGS TABLET SET IN ROCK OUTCROP PROJECTING 3
 TN0947'FT. STAMPED -ET-HENSLEY 1963-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0589 ***********************************************************************
 QW0589  DESIGNATION -  HERDER
 QW0589  PID         -  QW0589
 QW0589  STATE/COUNTY-  MT/STILLWATER
 QW0589  USGS QUAD   -  COLUMBUS EAST (1956)
 QW0589
 QW0589                         *CURRENT SURVEY CONTROL
 QW0589  ___________________________________________________________________
 QW0589* NAD 83(1992)-  45 44 26.58284(N)    109 11 08.80086(W)     ADJUSTED  
 QW0589* NAVD 88     -      1430.9    (meters)    4695.     (feet)  VERTCON   
 QW0589  ___________________________________________________________________
 QW0589  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 QW0589  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 QW0589
 QW0589  HORZ ORDER  -  THIRD
 QW0589
 QW0589.The horizontal coordinates were established by classical geodetic methods
 QW0589.and adjusted by the National Geodetic Survey in July 1992..
 QW0589
 QW0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0589
 QW0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0589
 QW0589.The geoid height was determined by GEOID03.
 QW0589
 QW0589;                    North         East     Units Scale Factor Converg.
 QW0589;SPC MT       -   165,719.939   624,445.152   MT  0.99963623   +0 13 47.5
 QW0589;SPC MT       -   543,700.59  2,048,704.57   iFT  0.99963623   +0 13 47.5
 QW0589;UTM  12      - 5,066,840.624   641,133.549   MT  0.99984489   +1 17 58.3
 QW0589
 QW0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0589!SPC MT       -   0.99977765  x   0.99963623  =   0.99941396
 QW0589!UTM  12      -   0.99977765  x   0.99984489  =   0.99962257
 QW0589
 QW0589:                Primary Azimuth Mark                     Grid Az
 QW0589:SPC MT       -  HENRY                                    203 49 12.9
 QW0589:UTM  12      -  HENRY                                    202 45 02.1
 QW0589
 QW0589|---------------------------------------------------------------------|
 QW0589| PID    Reference Object                     Distance      Geod. Az  |
 QW0589|                                                           dddmmss.s |
 QW0589| QW0590 HENRY                               APPROX. 6.0 KM 2040300.4 |
 QW0589|---------------------------------------------------------------------|
 QW0589
 QW0589                          SUPERSEDED SURVEY CONTROL
 QW0589
 QW0589  NAD 83(1986)-  45 44 26.57983(N)    109 11 08.77692(W) AD(       ) 3
 QW0589  NAD 27      -  45 44 26.77584(N)    109 11 06.19326(W) AD(       ) 3
 QW0589  NGVD 29 (07/19/86) 1430.0    (m)         4692.     (f) VERT ANG       
 QW0589
 QW0589.Superseded values are not recommended for survey control.
 QW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0589.See file dsdata.txt to determine how the superseded data were derived.
 QW0589
 QW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR4113466841(NAD 83)
 QW0589_MARKER: DD = SURVEY DISK
 QW0589_SETTING: 66 = SET IN ROCK OUTCROP
 QW0589_SP_SET: SET IN ROCK OUTCROP
 QW0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0589+STABILITY: POSITION/ELEVATION WELL
 QW0589
 QW0589  HISTORY     - Date     Condition        Report By
 QW0589  HISTORY     - 1952     MONUMENTED       USGS
 QW0589
 QW0589                          STATION DESCRIPTION
 QW0589
 QW0589'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0589'STATION IS LOCATED ON HIGH POINT ON MESA AND IS ABOUT 0.2 MI. E. FROM
 QW0589'N-S. RD. AND 150 FT. N. OF DIM RD. E. IT IS 298 FT. NW. OF RD. FORK,
 QW0589'AND 352 FT.NE.OF A LONE BUSH JUST S. OF DIM RD. R.20 E., T.1 S.,SEC.18
 QW0589'STILLWATER COUNTY, MONTANA, ABOUT 15.0 AIR MI. SW. FROM MOLT, MONTANA
 QW0589'AND 7.0 MI. AIR N. FROM COLUMBUS, MONTANA.
 QW0589'
 QW0589'TO REACH FROM NP RAILROAD STATION AT COLUMBUS, MONTANA GO E. ALONG
 QW0589'U.S. HIGHWAY 10 FOR 2.7 MI. TO RD. JUNCTION AT SHELTER OVERLOOK, TURN
 QW0589'LEFT N. ONTO MOLT-COLUMBUS RD., GO 4.7 MI. TO CORNER WHERE RD. TURNS
 QW0589'E., AND OLD BUILDING FOUNDATION JUST AHEAD, TURN LEFT, W. ONTO DIRT
 QW0589'RD. FOLLOW RD. FOR 3.4 MI. TO TOP OF MESA, TURN RIGHT E., GO 0.2 MI.
 QW0589'ALONG DIM RD., TURN NE., GO TO HIGHEST POINT ON MESA AND STATION.
 QW0589'
 QW0589'STATION MARK - STANDARD TABLET STAMPED ---HERDER 1952--- SET IN ROCK
 QW0589'OUTCROP ON POINT OF MESA. STAMPED --- VABM 4698 ---.
 QW0589'
 QW0589'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0597 ***********************************************************************
 ST0597  DESIGNATION -  HICKS
 ST0597  PID         -  ST0597
 ST0597  STATE/COUNTY-  MT/MISSOULA
 ST0597  USGS QUAD   -  BELMORE SLOUGHS (1965)
 ST0597
 ST0597                         *CURRENT SURVEY CONTROL
 ST0597  ___________________________________________________________________
 ST0597* NAD 83(1992)-  47 13 49.98073(N)    113 46 12.25842(W)     ADJUSTED  
 ST0597* NAVD 88     -      2297.2    (meters)    7537.     (feet)  VERTCON   
 ST0597  ___________________________________________________________________
 ST0597  LAPLACE CORR-           8.00  (seconds)                    DEFLEC99
 ST0597  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 ST0597
 ST0597  HORZ ORDER  -  THIRD
 ST0597
 ST0597.The horizontal coordinates were established by classical geodetic methods
 ST0597.and adjusted by the National Geodetic Survey in July 1992..
 ST0597
 ST0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0597
 ST0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0597
 ST0597.The geoid height was determined by GEOID03.
 ST0597
 ST0597;                    North         East     Units Scale Factor Converg.
 ST0597;SPC MT       -   339,999.799   276,989.197   MT  0.99939985   -3 07 24.9
 ST0597;SPC MT       - 1,115,484.90    908,757.21   iFT  0.99939985   -3 07 24.9
 ST0597;UTM  12      - 5,234,507.162   290,317.576   MT  1.00014037   -2 02 03.2
 ST0597
 ST0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0597!SPC MT       -   0.99964223  x   0.99939985  =   0.99904229
 ST0597!UTM  12      -   0.99964223  x   1.00014037  =   0.99978255
 ST0597
 ST0597:                Primary Azimuth Mark                     Grid Az
 ST0597:SPC MT       -  MARSHALL                                 042 42 33.1
 ST0597:UTM  12      -  MARSHALL                                 041 37 11.4
 ST0597
 ST0597|---------------------------------------------------------------------|
 ST0597| PID    Reference Object                     Distance      Geod. Az  |
 ST0597|                                                           dddmmss.s |
 ST0597| ST0593 MARSHALL                            APPROX. 8.2 KM 0393508.2 |
 ST0597|---------------------------------------------------------------------|
 ST0597
 ST0597                          SUPERSEDED SURVEY CONTROL
 ST0597
 ST0597  NAD 83(1986)-  47 13 49.99006(N)    113 46 12.24651(W) AD(       ) 3
 ST0597  NAD 27      -  47 13 50.25817(N)    113 46 08.91283(W) AD(       ) 3
 ST0597  NGVD 29 (07/19/86) 2295.9    (m)         7532.     (f) VERT ANG       
 ST0597
 ST0597.Superseded values are not recommended for survey control.
 ST0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0597.See file dsdata.txt to determine how the superseded data were derived.
 ST0597
 ST0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT9031834507(NAD 83)
 ST0597
 ST0597  HISTORY     - Date     Condition        Report By
 ST0597  HISTORY     - 1960     MONUMENTED       USFS
 ST0597  HISTORY     - 1965     GOOD             USGS
 ST0597
 ST0597                          STATION DESCRIPTION
 ST0597
 ST0597'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0597'STATION IS LOCATED ABOUT 15.0 MI.E. AND 5.0 MI. N. OF ARLEE, IN SEC.
 ST0597'16, T.17 N., R. 17 W.
 ST0597'
 ST0597'STATION WAS REACHED BY HELICOPTER.  OBTAIN TRAIL INFORMATION AT JOCKO
 ST0597'RANGER STATION.
 ST0597'
 ST0597'RECOVERED.
 ST0597'
 ST0597'STATION MARK - STANDARD U.S. FOREST SERVICE BRONZE TABLET CEMENTED IN
 ST0597'ROCK, STAMPED ---HICKS 1960---.
 ST0597'
 ST0597'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0652 ***********************************************************************
 TJ0652  DESIGNATION -  HICKS
 TJ0652  PID         -  TJ0652
 TJ0652  STATE/COUNTY-  MT/PHILLIPS
 TJ0652  USGS QUAD   -  MALTA EAST (1987)
 TJ0652
 TJ0652                         *CURRENT SURVEY CONTROL
 TJ0652  ___________________________________________________________________
 TJ0652* NAD 83(1992)-  48 15 29.91015(N)    107 49 28.01974(W)     ADJUSTED  
 TJ0652* NAVD 88     -       855.     (meters)    2805.     (feet)  SCALED    
 TJ0652  ___________________________________________________________________
 TJ0652  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 TJ0652  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TJ0652
 TJ0652  HORZ ORDER  -  THIRD
 TJ0652
 TJ0652.The horizontal coordinates were established by classical geodetic methods
 TJ0652.and adjusted by the National Geodetic Survey in July 1992..
 TJ0652
 TJ0652.The orthometric height was scaled from a topographic map.
 TJ0652
 TJ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0652
 TJ0652.The geoid height was determined by GEOID03.
 TJ0652
 TJ0652;                    North         East     Units Scale Factor Converg.
 TJ0652;SPC MT       -   446,736.182   724,357.537   MT  0.99963002   +1 13 32.4
 TJ0652;SPC MT       - 1,465,669.89  2,376,501.11   iFT  0.99963002   +1 13 32.4
 TJ0652;UTM  13      - 5,348,867.560   290,372.207   MT  1.00013996   -2 06 29.7
 TJ0652
 TJ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0652!SPC MT       -   0.99986864  x   0.99963002  =   0.99949871
 TJ0652!UTM  13      -   0.99986864  x   1.00013996  =   1.00000858
 TJ0652
 TJ0652:                Primary Azimuth Mark                     Grid Az
 TJ0652:SPC MT       -  BARB                                     120 00 14.1
 TJ0652:UTM  13      -  BARB                                     123 20 16.2
 TJ0652
 TJ0652|---------------------------------------------------------------------|
 TJ0652| PID    Reference Object                     Distance      Geod. Az  |
 TJ0652|                                                           dddmmss.s |
 TJ0652| TJ0647 BARB                                APPROX. 5.3 KM 1211346.5 |
 TJ0652|---------------------------------------------------------------------|
 TJ0652
 TJ0652                          SUPERSEDED SURVEY CONTROL
 TJ0652
 TJ0652  NAD 83(1986)-  48 15 29.90496(N)    107 49 28.00935(W) AD(       ) 3
 TJ0652  NAD 27      -  48 15 29.91118(N)    107 49 25.58776(W) AD(       ) 3
 TJ0652
 TJ0652.Superseded values are not recommended for survey control.
 TJ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0652.See file dsdata.txt to determine how the superseded data were derived.
 TJ0652
 TJ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP9037248868(NAD 83)
 TJ0652_MARKER: Z = SEE DESCRIPTION
 TJ0652_SETTING: 0 = UNSPECIFIED SETTING
 TJ0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0652
 TJ0652  HISTORY     - Date     Condition        Report By
 TJ0652  HISTORY     - 1903     MONUMENTED       USGS
 TJ0652
 TJ0652                          STATION DESCRIPTION
 TJ0652
 TJ0652'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 TJ0652'ON PROMINIENT HILL 5 MI. S. OF MALTA.
 TJ0652'
 TJ0652'STATION MARK - AN IRON BENCH MARK POST SET 3 FT. IN THE GROUND.
 TJ0652'
 TJ0652'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0556 ***********************************************************************
 QW0556  DESIGNATION -  HICKSON
 QW0556  PID         -  QW0556
 QW0556  STATE/COUNTY-  MT/YELLOWSTONE
 QW0556  USGS QUAD   -  HICKSON RANCH (1956)
 QW0556
 QW0556                         *CURRENT SURVEY CONTROL
 QW0556  ___________________________________________________________________
 QW0556* NAD 83(1992)-  45 58 48.65874(N)    108 35 47.53899(W)     ADJUSTED  
 QW0556* NAVD 88     -      1219.2    (meters)    4000.     (feet)  VERTCON   
 QW0556  ___________________________________________________________________
 QW0556  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 QW0556  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 QW0556
 QW0556  HORZ ORDER  -  THIRD
 QW0556
 QW0556.The horizontal coordinates were established by classical geodetic methods
 QW0556.and adjusted by the National Geodetic Survey in July 1992..
 QW0556
 QW0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0556
 QW0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0556
 QW0556.The geoid height was determined by GEOID03.
 QW0556
 QW0556;                    North         East     Units Scale Factor Converg.
 QW0556;SPC MT       -   192,679.925   669,977.260   MT  0.99955337   +0 39 39.2
 QW0556;SPC MT       -   632,151.98  2,198,088.12   iFT  0.99955337   +0 39 39.2
 QW0556;UTM  12      - 5,094,654.417   686,170.208   MT  1.00002610   +1 43 43.8
 QW0556
 QW0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0556!SPC MT       -   0.99981097  x   0.99955337  =   0.99936442
 QW0556!UTM  12      -   0.99981097  x   1.00002610  =   0.99983706
 QW0556
 QW0556:                Primary Azimuth Mark                     Grid Az
 QW0556:SPC MT       -  WHEAT                                    190 00 48.6
 QW0556:UTM  12      -  WHEAT                                    188 56 44.0
 QW0556
 QW0556|---------------------------------------------------------------------|
 QW0556| PID    Reference Object                     Distance      Geod. Az  |
 QW0556|                                                           dddmmss.s |
 QW0556| QW0557 WHEAT                               APPROX. 2.5 KM 1904027.8 |
 QW0556|---------------------------------------------------------------------|
 QW0556
 QW0556                          SUPERSEDED SURVEY CONTROL
 QW0556
 QW0556  NAD 83(1986)-  45 58 48.64594(N)    108 35 47.51560(W) AD(       ) 3
 QW0556  NAD 27      -  45 58 48.81433(N)    108 35 45.00581(W) AD(       ) 3
 QW0556  NGVD 29 (07/19/86) 1218.4    (m)         3997.     (f) VERT ANG       
 QW0556
 QW0556.Superseded values are not recommended for survey control.
 QW0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0556.See file dsdata.txt to determine how the superseded data were derived.
 QW0556
 QW0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR8617094654(NAD 83)
 QW0556_MARKER: DD = SURVEY DISK
 QW0556_SETTING: 66 = SET IN ROCK OUTCROP
 QW0556_SP_SET: SET IN ROCK OUTCROP
 QW0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0556+STABILITY: POSITION/ELEVATION WELL
 QW0556
 QW0556  HISTORY     - Date     Condition        Report By
 QW0556  HISTORY     - 1952     MONUMENTED       USGS
 QW0556
 QW0556                          STATION DESCRIPTION
 QW0556
 QW0556'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0556'STATION IS LOCATED ON A ROCKY BUTTE IN THE NE. 1/4 OF SEC. 27, T.3 N.,
 QW0556'R.25 E. IT IS A 5.3 AIR MI. NE. OF THE TOWN OF ACTON, MONTANA, AND 8.7
 QW0556'AIR MI. E. OF COMANCHE, MONTANA.
 QW0556'
 QW0556'TO REACH THE STATION FROM THE POST OFFICE IN BILLINGS, MONTANA, TAKE
 QW0556'N. 27 AVE. N. OUT OF TOWN ON THE ACTON TO BILLINGS RD. FOR 15.3 MI.
 QW0556'TO A Y-RD. INTERSECTION.  TURN RIGHT N.ON THIS RD. FOR 3.0 MI. WHERE
 QW0556'THE RD. TAKES A RIGHT ANGLE TURN TO THE RIGHT E. THEN PROCEED FOR 2.95
 QW0556'MI. TO A N-S. RD. AND A GATE IN A FENCE.  TURN LEFT N. ON THE TRAIL
 QW0556'THROUGH THE FIELDS FOR 0.40 MI, TO AN E-W. TRAIL AT THE EDGE OF THE
 QW0556'FIELDS.  TURN RIGHT E. AND TRAVEL ALONG THE N. EDGE OF THE FIELDS FOR
 QW0556'0.45 MI. TO A GATE IN THE FENCE.  STAY ON THE SAME TRAIL FOR 0.30 MI.
 QW0556'AND TURN N. OFF THE TRAIL FOR 0.40 MI. TO A ROCKY BUTTE THAT IS ABOUT
 QW0556'20 FT. HIGHER THAN THE SURROUNDING LAND ON THE S. SIDE.
 QW0556'
 QW0556'STATION MARK - STANDARD USGS BRONZE TABLET STAMPED, --- HICKSON
 QW0556'VABM 3995--- CEMENTED IN TOP OF A ROCK WHICH IS PART OF A SMALL RIDGE
 QW0556'OF ROCK ON THE TOP OF BUTTE.
 QW0556'
 QW0556'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0649 ***********************************************************************
 TJ0649  DESIGNATION -  HIGDEM
 TJ0649  PID         -  TJ0649
 TJ0649  STATE/COUNTY-  MT/PHILLIPS
 TJ0649  USGS QUAD   -  MITCHELL CORNER (1984)
 TJ0649
 TJ0649                         *CURRENT SURVEY CONTROL
 TJ0649  ___________________________________________________________________
 TJ0649* NAD 83(1992)-  48 06 13.96647(N)    107 45 04.84426(W)     ADJUSTED  
 TJ0649* NAVD 88     -       790.8    (meters)    2594.     (feet)  VERTCON   
 TJ0649  ___________________________________________________________________
 TJ0649  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 TJ0649  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TJ0649
 TJ0649  HORZ ORDER  -  FIRST
 TJ0649
 TJ0649.The horizontal coordinates were established by classical geodetic methods
 TJ0649.and adjusted by the National Geodetic Survey in July 1992..
 TJ0649
 TJ0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0649
 TJ0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0649
 TJ0649.The geoid height was determined by GEOID03.
 TJ0649
 TJ0649;                    North         East     Units Scale Factor Converg.
 TJ0649;SPC MT       -   429,694.366   730,165.553   MT  0.99957462   +1 16 44.9
 TJ0649;SPC MT       - 1,409,758.42  2,395,556.28   iFT  0.99957462   +1 16 44.9
 TJ0649;UTM  13      - 5,331,507.948   295,182.784   MT  1.00011548   -2 02 55.3
 TJ0649
 TJ0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0649!SPC MT       -   0.99987864  x   0.99957462  =   0.99945331
 TJ0649!UTM  13      -   0.99987864  x   1.00011548  =   0.99999410
 TJ0649
 TJ0649:                Primary Azimuth Mark                     Grid Az
 TJ0649:SPC MT       -  HIGDEM AZ MK                             104 56 08.1
 TJ0649:UTM  13      -  HIGDEM AZ MK                             108 15 48.3
 TJ0649
 TJ0649|---------------------------------------------------------------------|
 TJ0649| PID    Reference Object                     Distance      Geod. Az  |
 TJ0649|                                                           dddmmss.s |
 TJ0649| CQ6726 HIGDEM AZ MK                                       1061253.0 |
 TJ0649| CQ6727 HIGDEM RM 1                          26.750 METERS 19604     |
 TJ0649| CQ6728 HIGDEM RM 2                          29.030 METERS 28834     |
 TJ0649|---------------------------------------------------------------------|
 TJ0649
 TJ0649                          SUPERSEDED SURVEY CONTROL
 TJ0649
 TJ0649  NAD 83(1986)-  48 06 13.96014(N)    107 45 04.83164(W) AD(       ) 1
 TJ0649  NAD 27      -  48 06 13.97400(N)    107 45 02.41300(W) AD(       ) 1
 TJ0649  NGVD 29 (07/19/86)  790.1    (m)         2592.     (f) VERT ANG       
 TJ0649
 TJ0649.Superseded values are not recommended for survey control.
 TJ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0649.See file dsdata.txt to determine how the superseded data were derived.
 TJ0649
 TJ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP9518331508(NAD 83)
 TJ0649_MARKER: DS = TRIANGULATION STATION DISK
 TJ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0649
 TJ0649  HISTORY     - Date     Condition        Report By
 TJ0649  HISTORY     - 1934     MONUMENTED       CGS
 TJ0649
 TJ0649                          STATION DESCRIPTION
 TJ0649
 TJ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0649'LOCALITY--SEC. 8, T. 27 N., R. 31 E.  STATION IS 19 MILES,
 TJ0649'AIRLINE, SOUTH-SOUTHEAST OF MALTA ON A GRASSY HILL, WHICH
 TJ0649'IS THE HIGHEST IN THE VICINITY FOR SEVERAL MILES.  IT IS
 TJ0649'2 MILES NORTH OF BEAVER CREEK, 2-1/2 MILES SOUTH-SOUTHEAST
 TJ0649'OF HIGDEM SCHOOLHOUSE, 3 MILES EAST OF THE MALTA - SAN PRAIRIE
 TJ0649'GRADED ROAD.  MARKS DESCRIBED IN CONCRETE.
 TJ0649'
 TJ0649'AZIMUTH MARK, IS EAST-SOUTHEAST OF THE STATION,
 TJ0649'LOCATED ON THE SECTION-LINE FENCE BETWEEN SECTIONS 9 AND 16.
 TJ0649'
 TJ0649'REFERENCE MARK NO. 1, IS SOUTH-SOUTHWEST OF THE
 TJ0649'STATION.
 TJ0649'
 TJ0649'REFERENCE MARK NO. 2, IS WEST-NORTHWEST OF THE
 TJ0649'STATION.
 TJ0649'
 TJ0649'THE G.L.O. MARKER MARKS THE CORNER OF SECTIONS 8, 9, 16 AND
 TJ0649'17 OF T. 27 N., R. 31 E. AND IS SOUTHEAST OF THE STATION.
 TJ0649'
 TJ0649'THE LITTLE ROCKIES ARE WEST OF THE STATION.
 TJ0649'
 TJ0649'THE STATION MAY BE REACHED FROM THE STEEL BRIDGE OVER BEAVER
 TJ0649'CREEK ON THE CONTENT - MALTA GRADED ROAD 5.5 MILES NORTH OF
 TJ0649'CONTENT POST OFFICE BY DRIVING NORTHWESTERLY ON THE MAIN
 TJ0649'GRADED ROAD TOWARD MALTA FOR 7.4 MILES.  LEAVE THE MAIN GRADED
 TJ0649'ROAD AND TURN BACK SOUTH ON DIM TRACKS ALONG EAST SIDE OF
 TJ0649'FENCE.  GO SOUTH 0.5 MILE TO GENERAL LAND OFFICE QUARTER-SECTION
 TJ0649'PIPE.  CONTINUE ON DIM TRACKS SOUTH ALONG FENCE 1.0 MILE, LEAVE
 TJ0649'DIM TRACKS, TURN WEST AND FOLLOW PLAIN TRACKS WHICH BEAR
 TJ0649'IN A GENERAL WESTERLY DIRECTION KEEPING CLOSE TO THE FENCE
 TJ0649'FOR 0.8 MILE.  AT THIS POINT LEAVE THE MAIN TRACKS AND TURN
 TJ0649'TO FENCE AND FOLLOW WEST ALONG SOUTH SIDE OF FENCE FOR 0.8
 TJ0649'MILE, PASS THROUGH WIRE GATE AND CONTINUE WEST ALONG SOUTH
 TJ0649'SIDE OF FENCE FOR 2.2 MILES TO G.L.O. SECTION PIPE MARKER
 TJ0649'AT CORNERS OF SECTIONS 8, 9, 16 AND 17, T. 27 N., R. 31
 TJ0649'E.  CROSS FENCE AND DRIVE NORTHWEST TO TOP OF HILL AND
 TJ0649'STATION, 0.2 MILE.
 TJ0649'
 TJ0649'A 10-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0566 ***********************************************************************
 RW0566  DESIGNATION -  HIGGINS
 RW0566  PID         -  RW0566
 RW0566  STATE/COUNTY-  MT/MEAGHER
 RW0566  USGS QUAD   -  HAMEN (1980)
 RW0566
 RW0566                         *CURRENT SURVEY CONTROL
 RW0566  ___________________________________________________________________
 RW0566* NAD 83(1992)-  46 19 38.49635(N)    110 40 21.81305(W)     ADJUSTED  
 RW0566* NAVD 88     -      1944.6    (meters)    6380.     (feet)  VERTCON   
 RW0566  ___________________________________________________________________
 RW0566  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 RW0566  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 RW0566
 RW0566  HORZ ORDER  -  THIRD
 RW0566
 RW0566.The horizontal coordinates were established by classical geodetic methods
 RW0566.and adjusted by the National Geodetic Survey in July 1992..
 RW0566
 RW0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0566
 RW0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0566
 RW0566.The geoid height was determined by GEOID03.
 RW0566
 RW0566;                    North         East     Units Scale Factor Converg.
 RW0566;SPC MT       -   231,523.165   509,745.823   MT  0.99946359   -0 51 28.3
 RW0566;SPC MT       -   759,590.44  1,672,394.43   iFT  0.99946359   -0 51 28.3
 RW0566;UTM  12      - 5,130,472.530   525,191.725   MT  0.99960780   +0 14 12.2
 RW0566
 RW0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0566!SPC MT       -   0.99969698  x   0.99946359  =   0.99916073
 RW0566!UTM  12      -   0.99969698  x   0.99960780  =   0.99930490
 RW0566
 RW0566                          SUPERSEDED SURVEY CONTROL
 RW0566
 RW0566  NAD 83(1986)-  46 19 38.49025(N)    110 40 21.80019(W) AD(       ) 3
 RW0566  NGVD 29 (06/12/92) 1943.4    (m)         6376.     (f) VERT ANG       
 RW0566
 RW0566.Superseded values are not recommended for survey control.
 RW0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0566.See file dsdata.txt to determine how the superseded data were derived.
 RW0566
 RW0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS2519230473(NAD 83)
 RW0566_MARKER: DD = SURVEY DISK
 RW0566_SETTING: 80 = SET IN A BOULDER
 RW0566_SP_SET: PARTIALLY EXPOSED BOULDER
 RW0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0566+STABILITY: SURFACE MOTION
 RW0566
 RW0566  HISTORY     - Date     Condition        Report By
 RW0566  HISTORY     - 1948     MONUMENTED       USGS
 RW0566
 RW0566                          STATION DESCRIPTION
 RW0566
 RW0566'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0566'STATION IS LOCATED ABOUT 10.0 MI. NE. OF RINGLING, 2.0 MI. E. OF
 RW0566'CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD, ABOUT 1.5 MI. N.
 RW0566'OF OLD RANCH, ON N. END OF LONG N-S. RIDGE.
 RW0566'
 RW0566'TO REACH FROM RAILROAD OVERPASS AT RINGLING, GO N. ON HIGHWAY 89 FOR
 RW0566'0.9 MI. TO SIDE RD., TURN RIGHT AND GO E. 2.2 MI. TO T-RD., TURN RIGHT
 RW0566'AND GO 1.7 MI. TO SIDE RD. AT RANCH, TURN LEFT THROUGH RANCH AND GO
 RW0566'0.5 MI. TO FORK AT GATE, TURN RIGHT AND GO E. THROUGH GATE FOR 1.2 MI.
 RW0566'TO RAILROAD CROSSING, CONTINUE 1.3 MI. AND CROSS RAILROAD TRACK,
 RW0566'CONTINUE 0.9 MI. TO OLD BARN, TURN LEFT AND GO N. ON TRAIL FOR 0.7
 RW0566'MI. TO GATE, TURN RIGHT AND GO E. ACROSS COUNTRY FOR 0.7 MI. TO TOP
 RW0566'OF RIDGE, TURN LEFT AND GO N. ON RIDGE FOR 0.7 MI. TO STATION.
 RW0566'
 RW0566'STATION MARK--STANDARD TABLET SET IN BURIED ROCK STAMPED---HIGGINS
 RW0566'1948---.
 RW0566'
 RW0566'REFERENCE MARK NO. 1--STANDARD TABLET SET IN BURIED ROCK, 30.20 FT.
 RW0566'FROM STATION, N 09 DEG 54 MIN E.
 RW0566'
 RW0566'REFERENCE MARK NO. 2--STANDARD TABLET SET IN BURIED ROCK, STAMPED---
 RW0566'---HIGGINS NO. 2 1948---, 24.30 FT. FROM STATION, S 78 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0476 ***********************************************************************
 TK0476  DESIGNATION -  HIGH
 TK0476  PID         -  TK0476
 TK0476  STATE/COUNTY-  MT/BLAINE
 TK0476  USGS QUAD   -  WILLIAMSON BUTTE (1987)
 TK0476
 TK0476                         *CURRENT SURVEY CONTROL
 TK0476  ___________________________________________________________________
 TK0476* NAD 83(1992)-  48 01 14.95138(N)    109 19 09.77703(W)     ADJUSTED  
 TK0476* NAVD 88     -      1401.3    (meters)    4597.     (feet)  VERTCON   
 TK0476  ___________________________________________________________________
 TK0476  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 TK0476  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 TK0476
 TK0476  HORZ ORDER  -  THIRD
 TK0476
 TK0476.The horizontal coordinates were established by classical geodetic methods
 TK0476.and adjusted by the National Geodetic Survey in July 1992..
 TK0476
 TK0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0476
 TK0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0476
 TK0476.The geoid height was determined by GEOID03.
 TK0476
 TK0476;                    North         East     Units Scale Factor Converg.
 TK0476;SPC MT       -   419,025.350   613,467.117   MT  0.99954788   +0 07 55.6
 TK0476;SPC MT       - 1,374,755.09  2,012,687.39   iFT  0.99954788   +0 07 55.6
 TK0476;UTM  12      - 5,319,980.708   625,314.188   MT  0.99979296   +1 14 58.2
 TK0476
 TK0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0476!SPC MT       -   0.99978272  x   0.99954788  =   0.99933069
 TK0476!UTM  12      -   0.99978272  x   0.99979296  =   0.99957572
 TK0476
 TK0476:                Primary Azimuth Mark                     Grid Az
 TK0476:SPC MT       -  SAW TOOTH                                310 22 52.5
 TK0476:UTM  12      -  SAW TOOTH                                309 15 49.9
 TK0476
 TK0476|---------------------------------------------------------------------|
 TK0476| PID    Reference Object                     Distance      Geod. Az  |
 TK0476|                                                           dddmmss.s |
 TK0476| TK0477 SAW TOOTH                           APPROX. 8.0 KM 3103048.1 |
 TK0476|---------------------------------------------------------------------|
 TK0476
 TK0476                          SUPERSEDED SURVEY CONTROL
 TK0476
 TK0476  NAD 83(1986)-  48 01 14.94981(N)    109 19 09.75940(W) AD(       ) 3
 TK0476  NAD 27      -  48 01 15.00161(N)    109 19 07.10942(W) AD(       ) 3
 TK0476  NGVD 29 (07/19/86) 1400.5    (m)         4595.     (f) VERT ANG       
 TK0476
 TK0476.Superseded values are not recommended for survey control.
 TK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0476.See file dsdata.txt to determine how the superseded data were derived.
 TK0476
 TK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU2531419981(NAD 83)
 TK0476_MARKER: DD = SURVEY DISK
 TK0476_SETTING: 66 = SET IN ROCK OUTCROP
 TK0476_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TK0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0476+STABILITY: POSITION/ELEVATION WELL
 TK0476
 TK0476  HISTORY     - Date     Condition        Report By
 TK0476  HISTORY     - 1955     MONUMENTED       USGS
 TK0476
 TK0476                          STATION DESCRIPTION
 TK0476
 TK0476'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0476'STATION IS LOCATED 19 MI. S. AND 12 MI. E. OF LLOYD.
 TK0476'
 TK0476'TO REACH STATION FROM LLOYD, GO S. 4.2 MI., THEN LEFT AT RD. Y 1.7 MI.
 TK0476'TO Y- JUNCTION AND THEN RIGHT S. 13.3 MI.. TO Y-RD., THENCE LEFT
 TK0476'LEAVING MAIN TRAVELED RD. 3.7 MI. VIA RANCH RD.  STATION LIES ON
 TK0476'HIGHEST POINT OF THE HIGH RIDGE 0.75 MI. TO S.
 TK0476'
 TK0476'STATION MARK - STANDARD USGS TRIANGULATION MARK CEMENTED IN A DRILL
 TK0476'HOLE IN ROCK OUTCROP STAMPED ---HIGH 1955---.
 TK0476'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN A TREE 34.00 FT. FROM
 TK0476'STATION MARK, N 79 DEG 18 MIN E.
 TK0476'
 TK0476'REFERENCE MARK NO.2 - COPPERWELD ROD PROJECTING 1.5 FT. ABOVE GROUND,
 TK0476'16.11 FT. FROM STATION, S 46 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0641 ***********************************************************************
 TL0641  DESIGNATION -  HIGH
 TL0641  PID         -  TL0641
 TL0641  STATE/COUNTY-  MT/CHOUTEAU
 TL0641  USGS QUAD   -  KENILWORTH NE (1969)
 TL0641
 TL0641                         *CURRENT SURVEY CONTROL
 TL0641  ___________________________________________________________________
 TL0641* NAD 83(1992)-  48 11 59.50481(N)    110 19 42.92743(W)     ADJUSTED  
 TL0641* NAVD 88     -       894.     (meters)    2933.     (feet)  SCALED    
 TL0641  ___________________________________________________________________
 TL0641  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 TL0641  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TL0641
 TL0641  HORZ ORDER  -  THIRD
 TL0641
 TL0641.The horizontal coordinates were established by classical geodetic methods
 TL0641.and adjusted by the National Geodetic Survey in July 1992..
 TL0641
 TL0641.The orthometric height was scaled from a topographic map.
 TL0641
 TL0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0641
 TL0641.The geoid height was determined by GEOID03.
 TL0641
 TL0641;                    North         East     Units Scale Factor Converg.
 TL0641;SPC MT       -   439,235.263   538,430.598   MT  0.99960818   -0 36 22.0
 TL0641;SPC MT       - 1,441,060.57  1,766,504.59   iFT  0.99960818   -0 36 22.0
 TL0641;UTM  12      - 5,338,732.411   549,890.216   MT  0.99963058   +0 30 01.9
 TL0641
 TL0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0641!SPC MT       -   0.99986237  x   0.99960818  =   0.99947061
 TL0641!UTM  12      -   0.99986237  x   0.99963058  =   0.99949300
 TL0641
 TL0641:                Primary Azimuth Mark                     Grid Az
 TL0641:SPC MT       -  VERONA                                   142 39 01.3
 TL0641:UTM  12      -  VERONA                                   141 32 37.4
 TL0641
 TL0641|---------------------------------------------------------------------|
 TL0641| PID    Reference Object                     Distance      Geod. Az  |
 TL0641|                                                           dddmmss.s |
 TL0641| TL0640 VERONA                              APPROX. 8.4 KM 1420239.3 |
 TL0641|---------------------------------------------------------------------|
 TL0641
 TL0641                          SUPERSEDED SURVEY CONTROL
 TL0641
 TL0641  NAD 83(1986)-  48 11 59.50085(N)    110 19 42.91084(W) AD(       ) 3
 TL0641  NAD 27      -  48 11 59.59500(N)    110 19 40.11335(W) AD(       ) 3
 TL0641
 TL0641.Superseded values are not recommended for survey control.
 TL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0641.See file dsdata.txt to determine how the superseded data were derived.
 TL0641
 TL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU4989038732(NAD 83)
 TL0641_MARKER: Z = SEE DESCRIPTION
 TL0641_SETTING: 0 = UNSPECIFIED SETTING
 TL0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0641
 TL0641  HISTORY     - Date     Condition        Report By
 TL0641  HISTORY     - 1904     MONUMENTED       USGS
 TL0641
 TL0641                          STATION DESCRIPTION
 TL0641
 TL0641'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 TL0641'ON E. END OF GENTLY SLOPING RIDGE 2 MI. S. OF BIG SANDY-MARIAS RD. AND
 TL0641'10 MI. W. OF BIG SANDY RAILROAD STATION.
 TL0641'
 TL0641'STATION MARK - IRON BENCH MARK POST SET 36 IN. IN GROUND.
 TL0641'
 TL0641'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0784 ***********************************************************************
 TH0784  DESIGNATION -  HIGH
 TH0784  PID         -  TH0784
 TH0784  STATE/COUNTY-  MT/SHERIDAN
 TH0784  USGS QUAD   -  
 TH0784
 TH0784                         *CURRENT SURVEY CONTROL
 TH0784  ___________________________________________________________________
 TH0784* NAD 83(1992)-  49 00 36.48225(N)    104 15 43.26290(W)     ADJUSTED  
 TH0784* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 TH0784  ___________________________________________________________________
 TH0784  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 TH0784  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TH0784
 TH0784  HORZ ORDER  -  THIRD
 TH0784
 TH0784.The horizontal coordinates were established by classical geodetic methods
 TH0784.and adjusted by the National Geodetic Survey in July 1992..
 TH0784
 TH0784.The orthometric height was scaled from a topographic map.
 TH0784
 TH0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0784
 TH0784.The geoid height was determined by GEOID03.
 TH0784
 TH0784;                    North         East     Units Scale Factor Converg.
 TH0784;SPC MT       -   541,802.773   982,911.653   MT  1.00000625   +3 49 53.8
 TH0784;SPC MT       - 1,777,568.15  3,224,775.76   iFT  1.00000625   +3 49 53.8
 TH0784;UTM  13      - 5,428,844.674   553,966.747   MT  0.99963578   +0 33 25.4
 TH0784
 TH0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0784!SPC MT       -   0.99988815  x   1.00000625  =   0.99989440
 TH0784!UTM  13      -   0.99988815  x   0.99963578  =   0.99952397
 TH0784
 TH0784:                Primary Azimuth Mark                     Grid Az
 TH0784:SPC MT       -  DAHL                                     085 55 17.9
 TH0784:UTM  13      -  DAHL                                     089 11 46.3
 TH0784
 TH0784|---------------------------------------------------------------------|
 TH0784| PID    Reference Object                     Distance      Geod. Az  |
 TH0784|                                                           dddmmss.s |
 TH0784| TH0764 DAHL                                APPROX. 3.4 KM 0894511.7 |
 TH0784|---------------------------------------------------------------------|
 TH0784
 TH0784                          SUPERSEDED SURVEY CONTROL
 TH0784
 TH0784  NAD 83(1986)-  49 00 36.48234(N)    104 15 43.26372(W) AD(       ) 3
 TH0784
 TH0784.Superseded values are not recommended for survey control.
 TH0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0784.See file dsdata.txt to determine how the superseded data were derived.
 TH0784
 TH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ5396728845(NAD 83)
 TH0784_MARKER: DD = SURVEY DISK
 TH0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0784+STABILITY: SURFACE MOTION
 TH0784
 TH0784  HISTORY     - Date     Condition        Report By
 TH0784  HISTORY     - 1911     MONUMENTED       IBC
 TH0784
 TH0784                          STATION DESCRIPTION
 TH0784
 TH0784'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0784'ABOUT THREE - FOURTHS MILE NORTHWEST OF INTERNATIONAL BOUNDARY
 TH0784'MONUMENT 575, IN NE 1/4 SECTION 6, TOWNSHIP 1, RANGE 17 W, SECOND
 TH0784'MERIDIAN.  THE STATION IS ON A PROMINENT KNOLL OF A RIDGE LYING IN A
 TH0784'NORTHEAST - AND - SOUTHWEST DIRECTION.  A SMALL DRY LAKE LIES ABOUT
 TH0784'100 METERS NORTH OF THE STATION AND ANOTHER SMALL DRY LAKE ABOUT 150
 TH0784'METERS TO THE NORTHEAST.
 TH0784'
 TH0784'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0784'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0660 ***********************************************************************
 QY0660  DESIGNATION -  HIGH ET
 QY0660  PID         -  QY0660
 QY0660  STATE/COUNTY-  MT/MADISON
 QY0660  USGS QUAD   -  WHITEHALL (1996)
 QY0660
 QY0660                         *CURRENT SURVEY CONTROL
 QY0660  ___________________________________________________________________
 QY0660* NAD 83(1992)-  45 45 45.57527(N)    112 07 00.21058(W)     ADJUSTED  
 QY0660* NAVD 88     -      1901.6    (meters)    6239.     (feet)  VERTCON   
 QY0660  ___________________________________________________________________
 QY0660  LAPLACE CORR-          12.93  (seconds)                    DEFLEC99
 QY0660  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 QY0660
 QY0660  HORZ ORDER  -  THIRD
 QY0660
 QY0660.The horizontal coordinates were established by classical geodetic methods
 QY0660.and adjusted by the National Geodetic Survey in July 1992..
 QY0660
 QY0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0660
 QY0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0660
 QY0660.The geoid height was determined by GEOID03.
 QY0660
 QY0660;                    North         East     Units Scale Factor Converg.
 QY0660;SPC MT       -   171,507.606   396,548.507   MT  0.99962793   -1 54 50.9
 QY0660;SPC MT       -   562,689.00  1,301,012.16   iFT  0.99962793   -1 54 50.9
 QY0660;UTM  12      - 5,068,284.274   413,160.556   MT  0.99969271   -0 48 00.5
 QY0660
 QY0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0660!SPC MT       -   0.99970379  x   0.99962793  =   0.99933183
 QY0660!UTM  12      -   0.99970379  x   0.99969271  =   0.99939659
 QY0660
 QY0660                          SUPERSEDED SURVEY CONTROL
 QY0660
 QY0660  NAD 83(1991)-  45 45 45.57864(N)    112 07 00.21115(W) AD(       ) 3
 QY0660  NGVD 29 (06/01/92) 1900.4    (m)         6235.     (f) VERT ANG       
 QY0660
 QY0660.Superseded values are not recommended for survey control.
 QY0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0660.See file dsdata.txt to determine how the superseded data were derived.
 QY0660
 QY0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR1316168284(NAD 83)
 QY0660_MARKER: DS = TRIANGULATION STATION DISK
 QY0660_SETTING: 80 = SET IN A BOULDER
 QY0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0660+STABILITY: SURFACE MOTION
 QY0660
 QY0660  HISTORY     - Date     Condition        Report By
 QY0660  HISTORY     - 1960     MONUMENTED       USGS
 QY0660
 QY0660                          STATION DESCRIPTION
 QY0660
 QY0660'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0660'STATION IS LOCATED IN A SMALL CLEARING NEAR THE S. END OF A HIGH RIDGE
 QY0660'WHICH IS HEAVILY TIMBERED ON THE W. SIDE, ABOUT 7.5 MI. (AIRLINE) S.
 QY0660'OF WHITEHALL, 9.5 MI. (AIRLINE) NE. OF SILVER STAR, 0.5 MI. N. OF
 QY0660'PERRY CANYON.  THERE IS A HIGHER TREE COVERED TOP JUST E. OF THE
 QY0660'STATION.
 QY0660'
 QY0660'TO REACH THE STATION FROM SILVER STAR POST OFFICE, GO S. ALONG STATE
 QY0660'HIGHWAY 41 0.2 MI. TO T-RD., TURN LEFT ON RD. CROSSING RIVER, GO 1.7
 QY0660'MI. ALONG MAIN RD. TO RD. FORK ON E. SIDE OF RAILROAD TRACKS, TAKE
 QY0660'LEFT FORK 2.6 MI. TO T-RD., TAKE LEFT FORK 2.0 MI. TO T-RD. RIGHT,
 QY0660'CONTINUE STRAIGHT AHEAD 1.7 MI. TO T-RD., TURN RIGHT, STAY ON MAIN
 QY0660'TRAVELED RD. 2.2 MI. TO RD. FORK, TAKE LEFT FORK, STAY ON MAIN
 QY0660'TRAVELED RD. 4.3 MI. TO TRACK RD. (RIGHT) AND SIGN --GOLD HILL--,
 QY0660'TURN RIGHT ON RD., DRIVE UP STEEP CANYON 2.3 MI. TO A SADDLE, TURN
 QY0660'RIGHT UP RIDGE TO TOP OF RIDGE AND STATION SITE.
 QY0660'
 QY0660'STATION MARK--STANDARD TABLET STAMPED---HIGH-ET 1960--- AND SET IN
 QY0660'A SMALL ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0958 ***********************************************************************
 SU0958  CBN         -  This is a Cooperative Base Network Control Station.
 SU0958  DESIGNATION -  HIGH POINT 2
 SU0958  PID         -  SU0958
 SU0958  STATE/COUNTY-  MT/SANDERS
 SU0958  USGS QUAD   -  RAVALLI (1964)
 SU0958
 SU0958                         *CURRENT SURVEY CONTROL
 SU0958  ___________________________________________________________________
 SU0958* NAD 83(1999)-  47 19 10.02122(N)    114 12 11.57222(W)     ADJUSTED  
 SU0958* NAVD 88     -      1489.6    (meters)    4887.     (feet)  GPS OBS   
 SU0958  ___________________________________________________________________
 SU0958  X           -  -1,776,273.165 (meters)                     COMP
 SU0958  Y           -  -3,951,794.054 (meters)                     COMP
 SU0958  Z           -   4,666,997.038 (meters)                     COMP
 SU0958  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 SU0958  ELLIP HEIGHT-        1474.42  (meters)          (10/12/00) GPS OBS
 SU0958  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 SU0958
 SU0958  HORZ ORDER  -  A
 SU0958  ELLP ORDER  -  THIRD     CLASS I
 SU0958
 SU0958.The horizontal coordinates were established by GPS observations
 SU0958.and adjusted by the National Geodetic Survey in October 2000..
 SU0958.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SU0958.DATUM ITEM on the data sheet items page.
 SU0958
 SU0958.The orthometric height was determined by GPS observations and a
 SU0958.high-resolution geoid model.
 SU0958
 SU0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SU0958
 SU0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0958
 SU0958.The ellipsoidal height was determined by GPS observations
 SU0958.and is referenced to NAD 83.
 SU0958
 SU0958.The geoid height was determined by GEOID03.
 SU0958
 SU0958;                    North         East     Units Scale Factor Converg.
 SU0958;SPC MT       -   351,736.425   244,854.330   MT  0.99940695   -3 26 25.5
 SU0958;SPC MT       - 1,153,990.90    803,327.85   iFT  0.99940695   -3 26 25.5
 SU0958;UTM  11      - 5,244,458.030   711,349.889   MT  1.00014899   +2 03 24.5
 SU0958
 SU0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0958!SPC MT       -   0.99976895  x   0.99940695  =   0.99917603
 SU0958!UTM  11      -   0.99976895  x   1.00014899  =   0.99991790
 SU0958
 SU0958|---------------------------------------------------------------------|
 SU0958| PID    Reference Object                     Distance      Geod. Az  |
 SU0958|                                                           dddmmss.s |
 SU0958| CH6665 HIGH POINT RM 2                       8.448 METERS 04609     |
 SU0958| CH6664 HIGH POINT RM 1                      11.821 METERS 10441     |
 SU0958| CH6666 HIGH POINT 2 RM 3                    24.541 METERS 24944     |
 SU0958| CH6663 HIGH POINT RM 3 AZIMUTH                            3372607.9 |
 SU0958|---------------------------------------------------------------------|
 SU0958
 SU0958                          SUPERSEDED SURVEY CONTROL
 SU0958
 SU0958  NAD 83(1992)-  47 19 10.02020(N)    114 12 11.57155(W) AD(       ) B
 SU0958  ELLIP H (05/15/92) 1474.53   (m)                       GP(       ) 4 2
 SU0958  NAD 83(1986)-  47 19 10.02967(N)    114 12 11.55974(W) AD(       ) 1
 SU0958  NAD 27      -  47 19 10.28123(N)    114 12 08.15587(W) AD(       ) 1
 SU0958  NGVD 29 (06/11/92) 1488.7    (m)         4884.     (f) GPS OBS        
 SU0958
 SU0958.Superseded values are not recommended for survey control.
 SU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0958.See file dsdata.txt to determine how the superseded data were derived.
 SU0958
 SU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN1135044458(NAD 83)
 SU0958_MARKER: DS = TRIANGULATION STATION DISK
 SU0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0958_SP_SET: CONCRETE POST
 SU0958_STAMPING: HIGH POINT 2 1968
 SU0958_MARK LOGO: CGS   
 SU0958_PROJECTION: RECESSED 5 CENTIMETERS
 SU0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 SU0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0958+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2000
 SU0958
 SU0958  HISTORY     - Date     Condition        Report By
 SU0958  HISTORY     - 1968     MONUMENTED       CGS
 SU0958  HISTORY     - 1968     GOOD             CGS
 SU0958  HISTORY     - 1974     GOOD             NGS
 SU0958  HISTORY     - 1981     GOOD             BPA
 SU0958  HISTORY     - 19910822 GOOD             NGS
 SU0958  HISTORY     - 19930621 GOOD             NGS
 SU0958  HISTORY     - 19931025 GOOD             NGS
 SU0958  HISTORY     - 20000210 GOOD             MSLACO
 SU0958
 SU0958                          STATION DESCRIPTION
 SU0958
 SU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SU0958'THE STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF DIXON, 5
 SU0958'MILES WEST OF ST. IGNATIUS, 3 MILES NORTH-NORTHWEST OF RAVALLI,
 SU0958'30 FEET WEST OF THE HIGHEST POINT OF HIGH POINT MOUNTAIN, ON
 SU0958'PROPERTY OWNED BY THE U.S. GOVERNMENT AND IN THE U.S. NATIONAL
 SU0958'BISON RANGE.
 SU0958'
 SU0958'TO REACH THE STATION FROM THE POST OFFICE IN DIXON, GO EAST
 SU0958'ON U.S. HIGHWAY 10A FOR 0.85 MILE TO THE JUNCTION OF MONTANA
 SU0958'HIGHWAY 212.  TURN LEFT AND GO NORTHEASTERLY ON MONTANA HIGHWAY 212
 SU0958'FOR 4.75 MILES TO A SIDE ROAD RIGHT AND THE ENTRANCE TO THE
 SU0958'NATIONAL BISON RANGE.  TURN RIGHT AND GO EASTERLY FOR 0.7 MILE
 SU0958'TO A Y-FORK AND THE NATIONAL BISON RANGE HEADQUARTERS IN THE
 SU0958'NORTHEAST ANGLE.  TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR
 SU0958'0.35 MILE TO A Y-FORK JUST AFTER CROSSING A CATTLE GUARD.
 SU0958'TAKE THE RIGHT FORK AND GO SOUTHERLY ON GRAVELED ROAD FOR 2.65
 SU0958'MILES TO A T-INTERSECTION.  BEAR LEFT AND GO EASTERLY ON
 SU0958'GRAVELED ROAD UP HILL FOR 5.9 MILES TO A ROCKY CLIFF ON THE
 SU0958'LEFT AND THE AZIMUTH MARK.  CONTINUE UP HILL FOR 0.2 MILE
 SU0958'TO A Y-FORK.  TAKE RIGHT FORK AND CONTINUE UP HILL FOR 0.4
 SU0958'MILE TO THE LOOKOUT TOWER AND THE STATION.
 SU0958'
 SU0958'THE STATION MARK IS A STANDARD DISK, STAMPED HIGH POINT 2 1968,
 SU0958'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 SU0958'FLUSH WITH THE GROUND SURFACE.  IT IS 39.6 FEET NORTHEAST OF THE
 SU0958'NORTHEAST CORNER OF THE LOOKOUT HOUSE, 19.6 FEET WEST OF THE
 SU0958'SOUTHWEST LEG OF THE LOOKOUT TOWER AND 0.8 FOOT SOUTHWEST OF A
 SU0958'METAL WITNESS POST WITH SIGN.
 SU0958'
 SU0958'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HIGH POINT NO 1 1935,
 SU0958'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 59.5 FEET
 SU0958'NORTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE, 39.0 FEET
 SU0958'EAST OF THE WITNESS POST AND 21.8 FEET SOUTH-SOUTHEAST OF THE
 SU0958'SOUTHEAST LEG OF THE LOOKOUT TOWER.
 SU0958'
 SU0958'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HIGH POINT NO 2
 SU0958'1935, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF
 SU0958'THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 SU0958'
 SU0958'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HIGH POINT 2 NO 3
 SU0958'1968, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 SU0958'PROJECTS 3-INCHES.  IT IS 81.0 FEET WEST-SOUTHWEST OF THE
 SU0958'WITNESS POST AND 40 FEET WEST OF THE NORTHWEST CORNER OF A
 SU0958'ROCK PORCH.
 SU0958'
 SU0958'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HIGH POINT NO 3
 SU0958'1935, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 SU0958'PROJECTS 10-INCHES.  IT IS 30 FEET NORTH OF THE CENTER OF A
 SU0958'GRAVELED ROAD AND 1.5 SOUTHEAST OF A SMALL PILE OF ROCKS.
 SU0958
 SU0958                          STATION RECOVERY (1968)
 SU0958
 SU0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 SU0958'RECOVERED IN GOOD CONDITION.
 SU0958
 SU0958                          STATION RECOVERY (1974)
 SU0958
 SU0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SU0958'THE STATION MARK, THE THREE REFERENCE MARKS AND THE AZIMUTH MARK
 SU0958'WERE RECOVERED.  THE REFERENCE MARK NUMBERS IN THE 1968 DESCRIPTION
 SU0958'BOX SCORE ARE REVERSED.  NO. 2 IS NE OF THE STATION AND NO. 1
 SU0958'IS E OR ESE.  REFERENCE MARK NO. 3 MEASURES 0.47 FOOT SHORTER
 SU0958'THAN THE 1968 MEASUREMENT, THE MARK IS ABOUT 11 FEET LOWER THAN
 SU0958'THE STATION MARK WHICH COULD ACCOUNT FOR THIS DESCREPENCY IF THE
 SU0958'MEASUREMENT WAS NOT REDUCED FOR SLOPE.
 SU0958'
 SU0958'THE STATION IS ABOUT 5 MILES EAST-NORTHEAST OF DIXON, 5 MILES
 SU0958'WEST OF ST. IGNATIUS, 3 MILES NORTH-NORTHWEST OF RAVALLI, ON HIGH
 SU0958'POINT MT. ON THE U.S. NATIONAL BISON RANGE AND ON THE WEST SIDE
 SU0958'OF THE LOOKOUT TOWER.
 SU0958'
 SU0958'TO REACH THE STATION FROM THE POST OFFICE IN DIXON, GO EAST ON
 SU0958'S.H. 200 FOR 0.45 MILE TO THE JUNCTION OF STATE HIGHWAY 212.  TURN
 SU0958'LEFT AND GO NORTHEASTERLY ON S.H. 212 FOR 4.75 MILES TO A ROAD
 SU0958'RIGHT AT THE ENTRANCE TO THE NATIONAL BISON GRAZING RANGE.  TURN
 SU0958'RIGHT AND GO 0.75 MILE TO A FORK (NATIONAL BISON RANGE
 SU0958'HEADQUARTERS ABOUT 150 YARDS NORTHEAST), TURN RIGHT AND GO SOUTH
 SU0958'0.35 TO FORK JUST AFTER CROSSING A CATTLE GUARD, KEEP RIGHT AND
 SU0958'GO SOUTHERLY ON THE GRAVEL ROAD 1.7 MILES TO A T-INTERSECTION.
 SU0958'TURN LEFT AND GO 2.4 MILES TO A GATE, CONTINUE 1.1 MILES TO A
 SU0958'CATTLE GUARD, CONTINUE 1.8 MILES TO THE AZIMUTH MARK ON
 SU0958'THE LEFT, ON A NORTH-SOUTH RIDGE, ABOUT 4 FEET HIGHER THAN THE ROAD
 SU0958'AND 40 YARDS BEFORE REACHING A CURVE TO THE RIGHT.
 SU0958'CONTINUE 0.2 MILE TO A Y, KEEP RIGHT FORK, PASSING THROUGH A
 SU0958'LOCKED GATE AND FOLLOW THE ROAD 0.4 MILE TO THE LOOKOUT TOWER
 SU0958'AND THE STATION.
 SU0958'
 SU0958'THE STATION MARK, STAMPED HIGH POINT 2 1968, IS A STANDARD DISK
 SU0958'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, BUT AT PRESENT
 SU0958'THIS AREA IS COVERED WITH ABOUT 6 INCHES OF SAND.  THE MARK IS 21.5
 SU0958'FEET NORTH OF THE NORTHEAST CORNER OF THE ROCK PORCH OF THE CABIN
 SU0958'AND 6 INCHES EAST OF THE PROJECTED EAST SIDE OF THIS ROCK
 SU0958'PORCH.  19.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG OF THE
 SU0958'LOOKOUT TOWER AND 2.5 FEET SOUTH OF THE PROJECTED SOUTH SIDE OF THE
 SU0958'LOOKOUT TOWER.
 SU0958'
 SU0958'REFERENCE MARK NO. 1, STAMPED HIGH POINT NO. 1 1935, IS A
 SU0958'STANDARD DISK SET IN A 4-FOOT LONG ROCK OUTCROP WHICH PROJECTS 6
 SU0958'INCHES.  IT IS 12.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF
 SU0958'THE LOOKOUT TOWER AND 3 FEET EAST OF THE PROJECTED EAST SIDE OF
 SU0958'THE TOWER.
 SU0958'
 SU0958'REFERENCE MARK NO. 2, STAMPED HIGH POINT NO. 2 1935, IS A STANDARD
 SU0958'DISK SET IN THE NORTHEAST CORNER OF THE NORTHWEST CONCRETE FOOTING
 SU0958'FOR THE LOOKOUT TOWER.  ARROW ON THE DISK POINTS EAST AND THE 2
 SU0958'STATION IS SOUTHWEST OF THIS MARK.
 SU0958'
 SU0958'REFERENCE MARK NO. 3, STAMPED HIGH POINT 2 NO 3 1968, IS A
 SU0958'STANDARD DISK SET IN A SIX-INCH HIGH ROCK LEDGE ON THE WESTERN
 SU0958'SLOPE OF THE HILL, ABOUT 11 FEET LOWER THAN THE STATION MARK, 30
 SU0958'FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE ROCK PORCH, 6
 SU0958'FEET SOUTH OF THE PROJECTED NORTH SIDE OF THE PORCH AND 4 FEET
 SU0958'NORTH OF A 2-FOOT HIGH ROCK OUTCROP.
 SU0958'
 SU0958'THE AZIMUTH MARK, STAMPED HIGH POINT NO 3 1935, IS A STANDARD
 SU0958'DISK SET IN A ROCK OUTCROP WHICH PROJECTS 10 INCHES.  IT IS 30
 SU0958'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1-1/2 FEET
 SU0958'SOUTHEAST OF A SMALL PILE OF ROCKS.
 SU0958'
 SU0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SU0958'3 MILES NORTH-NORTHWEST OF RAVALLI.
 SU0958
 SU0958                          STATION RECOVERY (1981)
 SU0958
 SU0958'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1981 (KBL)
 SU0958'HIGH POINT NO. 2 1968 RECOVERED GOOD.
 SU0958'
 SU0958'RM NO. 1 1935 RECOVERED GOOD.
 SU0958'
 SU0958'RM NO. 3 1968 RECOVERED GOOD.
 SU0958'
 SU0958'RM NO. 2 DESTROYED BUT DRILL HOLE STILL IN CONCRETE FOOTING.
 SU0958'
 SU0958'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES ENE OF DIXON
 SU0958'MONTANA.
 SU0958
 SU0958                          STATION RECOVERY (1991)
 SU0958
 SU0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 SU0958'THE STATION IS LOCATED ON RED SLEEP MOUNTAIN, IN THE NATIONAL BISON
 SU0958'RANGE, ABOUT 8 KM (5.0 MI) NORTH OF DIXON AND 5 KM (3.1 MI) NORTHWEST
 SU0958'OF RAVALLI.  OWNERSHIP--U.S. DEPARTMENT OF INTERIOR, U.S. FISH AND
 SU0958'WILDLIFE SERVICE, LOCAL PHONE 406-644-2211, OPEN HOURS 0630 TO 1900.
 SU0958'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 200 AND 212,
 SU0958'GO NORTH ON HIGHWAY 212 FOR 7.55 KM (4.69 MI) TO THE ENTRANCE TO THE
 SU0958'BISON RANGE (ABOUT 21 KM (13.0 MI) SOUTHWEST OF THE JUNCTION WITH
 SU0958'U.S. HIGHWAY 93).  TURN RIGHT AND GO EAST THROUGH THE GATE, LOCKED AT
 SU0958'NIGHT, FOR 0.24 KM (0.15 MI) TO A DRIVE RIGHT TO THE VISITOR CENTER.
 SU0958'TURN RIGHT AND GO 0.8 KM (0.5 MI) TO THE PARKING LOT.  STOP FOR KEY.
 SU0958'CONTINUE AHEAD, EASTERLY ON A GRAVEL ROAD FOR 0.64 KM (0.40 MI) TO A
 SU0958'FORK.  TAKE THE RIGHT FORK AND GO UPHILL ON RED SLEEP MOUNTAIN DRIVE
 SU0958'(THE SCENIC DRIVE) FOR 6.32 KM (3.93 MI) TO AN ELK LANE SIGN AND A
 SU0958'CATTLE GUARD.  CONTINUE NORTHEASTERLY ON A WINDING ROAD, UPHILL, FOR
 SU0958'4.96 KM (3.08 MI) TO A SCENIC OVERLOOK AND A FORK.  TAKE THE RIGHT
 SU0958'FORK AND GO UPHILL, THRU A LOCKED GATE, FOR 0.72 KM (0.45 MI) TO THE
 SU0958'TOP OF THE MOUNTAIN AND THE STATION ON THE LEFT EDGE OF THE DIM
 SU0958'CIRCULAR DRIVE.
 SU0958'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 SU0958'RECESSED 3 INCHES BELOW THE SURFACE, ON THE WEST SIDE OF THE OLD
 SU0958'TOWER SITE.  LOCATED 7.86 M (25.79 FT) SOUTHEAST OF THE SOUTHERLY ONE
 SU0958'OF THREE STEEL POSTS, 5.88 M (19.29 FT) WEST-SOUTHWEST OF THE
 SU0958'SOUTHWEST LEG FOUNDATION, 4.57 M (14.99 FT) EAST OF A ROCK PILE AND
 SU0958'1.52 M (4.99 FT) WEST OF THE CENTER OF THE TRACK ROAD.
 SU0958'NOTE--KEYS CAN BE OBTAINED AT THE VISITOR CENTER, CALL WELL IN ADVANCE
 SU0958'FOR NIGHT OBSERVATIONS.  RETURN TRIP TO THE VISITOR CENTER ON THE
 SU0958'ONE-WAY GRAVEL ROAD IS ABOUT 17.4 KM (10.8 MI) AT 15 TO 25 MPH.
 SU0958
 SU0958                          STATION RECOVERY (1993)
 SU0958
 SU0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 SU0958'RECOVERED IN GOOD CONDITION.
 SU0958
 SU0958                          STATION RECOVERY (1993)
 SU0958
 SU0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 SU0958'RECOVERED IN GOOD CONDITION.
 SU0958
 SU0958                          STATION RECOVERY (2000)
 SU0958
 SU0958'RECOVERY NOTE BY MISSOULA COUNTY SURVEYOR 2000 (SEN)
 SU0958'RECOVERED AS DESCRIBED.
 SU0958'ONE CALL IN THE 1991 DESCRIPTION IS INCORRECT.
 SU0958'CONTINUE -NORTHEASTERLY- ON A WINDING ROAD...
 SU0958'SHOULD READ, CONTINUE -SOUTHEASTERLY- ON A WINDING ROAD...
 SU0958' 
 SU0958'OWNERSHIP-UNITED STATES FISH AND WILDLIFE SERVICE-NATIONAL BISON RANGE
 SU0958'132 BISON RANGE ROAD, MOIESE, MT, 59824  PHONE 406 644-2211
 SU0958' 
 SU0958'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0956 ***********************************************************************
 SU0956  DESIGNATION -  HIGH POINT LOOKOUT
 SU0956  PID         -  SU0956
 SU0956  STATE/COUNTY-  MT/SANDERS
 SU0956  USGS QUAD   -  RAVALLI (1964)
 SU0956
 SU0956                         *CURRENT SURVEY CONTROL
 SU0956  ___________________________________________________________________
 SU0956* NAD 83(1992)-  47 19 10.12403(N)    114 12 11.17466(W)     ADJUSTED  
 SU0956* NAVD 88     -      1490.     (meters)    4888.     (feet)  SCALED    
 SU0956  ___________________________________________________________________
 SU0956  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 SU0956  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 SU0956
 SU0956  HORZ ORDER  -  SECOND
 SU0956
 SU0956.The horizontal coordinates were established by classical geodetic methods
 SU0956.and adjusted by the National Geodetic Survey in July 1992..
 SU0956
 SU0956.The orthometric height was scaled from a topographic map.
 SU0956
 SU0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0956
 SU0956.The geoid height was determined by GEOID03.
 SU0956
 SU0956;                    North         East     Units Scale Factor Converg.
 SU0956;SPC MT       -   351,739.091   244,862.850   MT  0.99940695   -3 26 25.2
 SU0956;SPC MT       - 1,153,999.64    803,355.81   iFT  0.99940695   -3 26 25.2
 SU0956;UTM  11      - 5,244,461.503   711,358.120   MT  1.00014903   +2 03 24.8
 SU0956
 SU0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0956!SPC MT       -   0.99976887  x   0.99940695  =   0.99917596
 SU0956!UTM  11      -   0.99976887  x   1.00014903  =   0.99991787
 SU0956
 SU0956                          SUPERSEDED SURVEY CONTROL
 SU0956
 SU0956  NAD 83(1986)-  47 19 10.13468(N)    114 12 11.16371(W) AD(       ) 2
 SU0956  NAD 27      -  47 19 10.40460(N)    114 12 07.73189(W) AD(       ) 2
 SU0956
 SU0956.Superseded values are not recommended for survey control.
 SU0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0956.See file dsdata.txt to determine how the superseded data were derived.
 SU0956
 SU0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN1135844462(NAD 83)
 SU0956
 SU0956  HISTORY     - Date     Condition        Report By
 SU0956  HISTORY     - 1939     MONUMENTED       CGS
 SU0956
 SU0956                          STATION DESCRIPTION
 SU0956
 SU0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 SU0956'SEE STATION HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0495 ***********************************************************************
 ST0495  DESIGNATION -  HIGHEST PEAK BIRD TAIL DIVIDE
 ST0495  PID         -  ST0495
 ST0495  STATE/COUNTY-  MT/CASCADE
 ST0495  USGS QUAD   -  HENRY CREEK (1980)
 ST0495
 ST0495                         *CURRENT SURVEY CONTROL
 ST0495  ___________________________________________________________________
 ST0495* NAD 83(1992)-  47 17 22.69014(N)    112 00 32.30744(W)     ADJUSTED  
 ST0495* NAVD 88     -                                                        
 ST0495  ___________________________________________________________________
 ST0495  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 ST0495  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 ST0495
 ST0495  HORZ ORDER  -  THIRD
 ST0495
 ST0495.The horizontal coordinates were established by classical geodetic methods
 ST0495.and adjusted by the National Geodetic Survey in July 1992..
 ST0495
 ST0495
 ST0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0495
 ST0495.The geoid height was determined by GEOID03.
 ST0495
 ST0495;                    North         East     Units Scale Factor Converg.
 ST0495;SPC MT       -   340,795.519   410,356.605   MT  0.99940430   -1 50 07.2
 ST0495;SPC MT       - 1,118,095.53  1,346,314.32   iFT  0.99940430   -1 50 07.2
 ST0495;UTM  12      - 5,237,844.762   423,707.973   MT  0.99967153   -0 44 29.1
 ST0495
 ST0495                          SUPERSEDED SURVEY CONTROL
 ST0495
 ST0495  NAD 83(1986)-  47 17 22.69705(N)    112 00 32.30085(W) AD(       ) 4
 ST0495  NAD 27      -  47 17 22.89000(N)    112 00 29.30000(W) AD(       ) 3
 ST0495
 ST0495.Superseded values are not recommended for survey control.
 ST0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0495.See file dsdata.txt to determine how the superseded data were derived.
 ST0495
 ST0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT2370837845(NAD 83)
 ST0495
 ST0495  HISTORY     - Date     Condition        Report By
 ST0495  HISTORY     - UNK      MONUMENTED
 ST0495  HISTORY     - 1957     SEE DESCRIPTION  USGS
 ST0495
 ST0495                          STATION DESCRIPTION
 ST0495
 ST0495'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 ST0495'STATION IS PROBABLY DESTROYED.  THE TOP SEVERAL FEET OF THE
 ST0495'PEAK HAVE BEEN BLASTED OFF TO MAKE A SITE FOR A MICROWAVE
 ST0495'RELAY STATION BY THE MONTANA POWER COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0518 ***********************************************************************
 ST0518  DESIGNATION -  HIGHEST PEAK RED MOUNTAINS
 ST0518  PID         -  ST0518
 ST0518  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0518  USGS QUAD   -  STONEWALL MOUNTAIN (1968)
 ST0518
 ST0518                         *CURRENT SURVEY CONTROL
 ST0518  ___________________________________________________________________
 ST0518* NAD 83(1992)-  47 07 00.77762(N)    112 44 22.94221(W)     ADJUSTED  
 ST0518* NAVD 88     -                                                        
 ST0518  ___________________________________________________________________
 ST0518  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 ST0518  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 ST0518
 ST0518  HORZ ORDER  -  THIRD
 ST0518
 ST0518.The horizontal coordinates were established by classical geodetic methods
 ST0518.and adjusted by the National Geodetic Survey in July 1992..
 ST0518
 ST0518
 ST0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0518
 ST0518.The geoid height was determined by GEOID03.
 ST0518
 ST0518;                    North         East     Units Scale Factor Converg.
 ST0518;SPC MT       -   323,644.435   354,357.749   MT  0.99939429   -2 22 11.5
 ST0518;SPC MT       - 1,061,825.57  1,162,591.04   iFT  0.99939429   -2 22 11.5
 ST0518;UTM  12      - 5,219,621.314   368,028.019   MT  0.99981405   -1 16 29.8
 ST0518
 ST0518                          SUPERSEDED SURVEY CONTROL
 ST0518
 ST0518  NAD 83(1986)-  47 07 00.78254(N)    112 44 22.94392(W) AD(       ) 4
 ST0518  NAD 27      -  47 07 01.00000(N)    112 44 19.83000(W) AD(       ) 3
 ST0518
 ST0518.Superseded values are not recommended for survey control.
 ST0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0518.See file dsdata.txt to determine how the superseded data were derived.
 ST0518
 ST0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT6802819621(NAD 83)
 ST0518
 ST0518  HISTORY     - Date     Condition        Report By
 ST0518  HISTORY     - UNK      MONUMENTED
 ST0518  HISTORY     - 1968     SEE DESCRIPTION  CGS
 ST0518
 ST0518                          STATION DESCRIPTION
 ST0518
 ST0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ED)
 ST0518'STATION RECOVERED.
 ST0518'
 ST0518'HIGHEST POINT ON THIS MOUNTAIN IS WHERE TRIANGULATION STATION
 ST0518'RED IS LOCATED.  PROPOSE THAT THIS INTERSECTION STATION SHOULD
 ST0518'BE ABOLISHED.
 ST0518'
 ST0518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NW
 ST0518'OF LINCOLN, MONTANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0081 ***********************************************************************
 RY0081  DESIGNATION -  HIGHWAY 12 STA 1036+50
 RY0081  PID         -  RY0081
 RY0081  STATE/COUNTY-  MT/MISSOULA
 RY0081  USGS QUAD   -  CARLTON LAKE (1967)
 RY0081
 RY0081                         *CURRENT SURVEY CONTROL
 RY0081  ___________________________________________________________________
 RY0081* NAD 83(1986)-  46 44 56.     (N)    114 11 55.     (W)     SCALED    
 RY0081* NAVD 88     -      1035.464  (meters)    3397.18   (feet)  ADJUSTED  
 RY0081  ___________________________________________________________________
 RY0081  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 RY0081  DYNAMIC HT  -        1035.287 (meters)    3396.60  (feet)  COMP
 RY0081  MODELED GRAV-     980,408.6   (mgal)                       NAVD 88
 RY0081
 RY0081  VERT ORDER  -  FIRST     CLASS II
 RY0081
 RY0081.The horizontal coordinates were scaled from a topographic map and have
 RY0081.an estimated accuracy of +/- 6 seconds.
 RY0081
 RY0081.The orthometric height was determined by differential leveling
 RY0081.and adjusted by the National Geodetic Survey in June 1991..
 RY0081
 RY0081.The geoid height was determined by GEOID03.
 RY0081
 RY0081.The dynamic height is computed by dividing the NAVD 88
 RY0081.geopotential number by the normal gravity value computed on the
 RY0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0081.degrees latitude (g = 980.6199 gals.).
 RY0081
 RY0081.The modeled gravity was interpolated from observed gravity values.
 RY0081
 RY0081;                    North         East    Units  Estimated Accuracy
 RY0081;SPC MT       -   288,440.      241,400.      MT  (+/- 180 meters Scaled)
 RY0081
 RY0081                          SUPERSEDED SURVEY CONTROL
 RY0081
 RY0081.No superseded survey control is available for this station.
 RY0081
 RY0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM139810(NAD 83)
 RY0081_MARKER: DD = SURVEY DISK
 RY0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0081_MARK LOGO: BPR   
 RY0081_PROJECTION: PROJECTING 10 CENTIMETERS
 RY0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0081+STABILITY: SURFACE MOTION
 RY0081
 RY0081  HISTORY     - Date     Condition        Report By
 RY0081  HISTORY     - UNK      MONUMENTED       BPR
 RY0081  HISTORY     - 1950     GOOD             NGS
 RY0081  HISTORY     - 1956     GOOD             NGS
 RY0081  HISTORY     - 1980     GOOD             NGS
 RY0081
 RY0081                          STATION DESCRIPTION
 RY0081
 RY0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0081'6.0 MI W FROM LOLO.
 RY0081'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0081'AT LOLO, THENCE 5.9 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, 0.45
 RY0081'MILE EAST OF JUNCTION OF A NORTH-SOUTH ROAD, 148.5 FEET WEST OF THE
 RY0081'WEST END OF A WIRE GATE, 47.5 FEET NORTH OF THE CENTER LINE OF THE
 RY0081'HIGHWAY, 2.2 FEET WEST OF A WITNESS POST, 1.5 FEET SOUTH OF A FENCE,
 RY0081'CONCRETE POST PROJECTS 5 INCHES.
 RY0081
 RY0081                          STATION RECOVERY (1956)
 RY0081
 RY0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0081'RECOVERED IN GOOD CONDITION.
 RY0081
 RY0081                          STATION RECOVERY (1980)
 RY0081
 RY0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0081'9.8 KILOMETERS (6.1 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0081'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.55 KILOMETER (0.35 MILE)
 RY0081'NORTHWEST OF HIGHWAY MILEPOST 27, SET IN THE NORTHWEST CORNER OF
 RY0081'THE JUNCTION OF A PRIVATE DRIVE LEADING NORTHEAST, 48.6 METERS
 RY0081'(160 FEET) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 12.7 METERS
 RY0081'(41.7 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.6 METERS
 RY0081'(25.0 FEET) NORTHWWEST OF A POWER LINE POLE, 1.3 METERS (4.3 FEET)
 RY0081'SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 RY0081'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 RY0081'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0082 ***********************************************************************
 RY0082  DESIGNATION -  HIGHWAY 12 STA 1090+00
 RY0082  PID         -  RY0082
 RY0082  STATE/COUNTY-  MT/MISSOULA
 RY0082  USGS QUAD   -  CARLTON LAKE (1967)
 RY0082
 RY0082                         *CURRENT SURVEY CONTROL
 RY0082  ___________________________________________________________________
 RY0082* NAD 83(1986)-  46 44 41.     (N)    114 10 52.     (W)     SCALED    
 RY0082* NAVD 88     -      1024.003  (meters)    3359.58   (feet)  ADJUSTED  
 RY0082  ___________________________________________________________________
 RY0082  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 RY0082  DYNAMIC HT  -        1023.826 (meters)    3359.00  (feet)  COMP
 RY0082  MODELED GRAV-     980,407.5   (mgal)                       NAVD 88
 RY0082
 RY0082  VERT ORDER  -  FIRST     CLASS II
 RY0082
 RY0082.The horizontal coordinates were scaled from a topographic map and have
 RY0082.an estimated accuracy of +/- 6 seconds.
 RY0082
 RY0082.The orthometric height was determined by differential leveling
 RY0082.and adjusted by the National Geodetic Survey in June 1991..
 RY0082
 RY0082.The geoid height was determined by GEOID03.
 RY0082
 RY0082.The dynamic height is computed by dividing the NAVD 88
 RY0082.geopotential number by the normal gravity value computed on the
 RY0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0082.degrees latitude (g = 980.6199 gals.).
 RY0082
 RY0082.The modeled gravity was interpolated from observed gravity values.
 RY0082
 RY0082;                    North         East    Units  Estimated Accuracy
 RY0082;SPC MT       -   287,900.      242,710.      MT  (+/- 180 meters Scaled)
 RY0082
 RY0082                          SUPERSEDED SURVEY CONTROL
 RY0082
 RY0082.No superseded survey control is available for this station.
 RY0082
 RY0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM153806(NAD 83)
 RY0082_MARKER: DD = SURVEY DISK
 RY0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0082_MARK LOGO: BPR   
 RY0082_PROJECTION: PROJECTING 14 CENTIMETERS
 RY0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0082+STABILITY: SURFACE MOTION
 RY0082
 RY0082  HISTORY     - Date     Condition        Report By
 RY0082  HISTORY     - UNK      MONUMENTED       BPR
 RY0082  HISTORY     - 1950     GOOD             NGS
 RY0082  HISTORY     - 1956     GOOD             NGS
 RY0082  HISTORY     - 1980     GOOD             NGS
 RY0082
 RY0082                          STATION DESCRIPTION
 RY0082
 RY0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0082'5.0 MI W FROM LOLO.
 RY0082'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0082'AT LOLO, THENCE 4.9 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, 0.15
 RY0082'MILE EAST OF A JUNCTION OF A ROAD NORTH, BETWEEN THE HIGHWAY AND A
 RY0082'HIGH BANK, 44.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38.5
 RY0082'FEET SOUTHEAST OF A FENCE, 23 FEET SOUTHWEST OF A TELEPHONE POLE WITH
 RY0082'A GUY WIRE, 8.1 FEET NORTHWEST OF A WHITE POST MARKING HIGHWAY STATION
 RY0082'1090, 2 FEET LOWER THAN THE HIGHWAY, CONCRETE POST PROJECTS 5 INCHES.
 RY0082
 RY0082                          STATION RECOVERY (1956)
 RY0082
 RY0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0082'RECOVERED IN GOOD CONDITION.
 RY0082
 RY0082                          STATION RECOVERY (1980)
 RY0082
 RY0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0082'8.2 KILOMETERS (5.1 MILES) WEST ALONG U.S HIGHWAY 12 FROM THE
 RY0082'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.55 KILOMETER (0.35 MILE)
 RY0082'SOUTHWEST OF HIGHWAY MILEPOST 28, SET IN THE WEST CORNER OF THE Y
 RY0082'JUNCTION OF A DIRT ROAD LEADING WEST UP A HILL, 13.9 METERS (45.6
 RY0082'FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.8 METERS (35.4
 RY0082'FEET) SOUTH OF THE CENTERLINE OF THE DIRT ROAD (SLOPE MEASUREMENT),
 RY0082'6.9 METERS (22.6 FEET) SOUTHWEST OF UTILITY POLE NUMBER 170 WITH ONE
 RY0082'GUY WIRE.
 RY0082'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 RY0082'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0083 ***********************************************************************
 RY0083  DESIGNATION -  HIGHWAY 12 STA 1119+20
 RY0083  PID         -  RY0083
 RY0083  STATE/COUNTY-  MT/MISSOULA
 RY0083  USGS QUAD   -  CARLTON LAKE (1967)
 RY0083
 RY0083                         *CURRENT SURVEY CONTROL
 RY0083  ___________________________________________________________________
 RY0083* NAD 83(1986)-  46 44 49.     (N)    114 10 15.     (W)     SCALED    
 RY0083* NAVD 88     -      1018.538  (meters)    3341.65   (feet)  ADJUSTED  
 RY0083  ___________________________________________________________________
 RY0083  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 RY0083  DYNAMIC HT  -        1018.332 (meters)    3340.98  (feet)  COMP
 RY0083  MODELED GRAV-     980,378.7   (mgal)                       NAVD 88
 RY0083
 RY0083  VERT ORDER  -  FIRST     CLASS II
 RY0083
 RY0083.The horizontal coordinates were scaled from a topographic map and have
 RY0083.an estimated accuracy of +/- 6 seconds.
 RY0083
 RY0083.The orthometric height was determined by differential leveling
 RY0083.and adjusted by the National Geodetic Survey in June 1991..
 RY0083.WARNING-Repeat measurements at this control monument indicate possible
 RY0083.vertical movement.
 RY0083
 RY0083.The geoid height was determined by GEOID03.
 RY0083
 RY0083.The dynamic height is computed by dividing the NAVD 88
 RY0083.geopotential number by the normal gravity value computed on the
 RY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0083.degrees latitude (g = 980.6199 gals.).
 RY0083
 RY0083.The modeled gravity was interpolated from observed gravity values.
 RY0083
 RY0083;                    North         East    Units  Estimated Accuracy
 RY0083;SPC MT       -   288,100.      243,510.      MT  (+/- 180 meters Scaled)
 RY0083
 RY0083                          SUPERSEDED SURVEY CONTROL
 RY0083
 RY0083.No superseded survey control is available for this station.
 RY0083
 RY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM160809(NAD 83)
 RY0083_MARKER: DD = SURVEY DISK
 RY0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0083_MARK LOGO: BPR   
 RY0083_PROJECTION: PROJECTING 4 CENTIMETERS
 RY0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0083+STABILITY: SURFACE MOTION
 RY0083
 RY0083  HISTORY     - Date     Condition        Report By
 RY0083  HISTORY     - UNK      MONUMENTED       BPR
 RY0083  HISTORY     - 1950     GOOD             NGS
 RY0083  HISTORY     - 1980     GOOD             NGS
 RY0083
 RY0083                          STATION DESCRIPTION
 RY0083
 RY0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0083'4.5 MI W FROM LOLO.
 RY0083'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0083'AT LOLO, THENCE 4.4 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0083'ABOUT 73 YARDS EAST OF APPROXIMATE CENTER OF JUNCTION OF DIRT ROAD
 RY0083'LEADING NORTHEAST AND SOUTH, 75.5 FEET NORTHWEST AND ACROSS THE ROAD
 RY0083'FROM A POWER POLE, 56.5 FEET NORTHEAST OF CENTER OF NORTH END OF AN
 RY0083'18-INCH CONCRETE PIPE CULVERT, 21 FEET WEST OF A 10-INCH PINE TREE,
 RY0083'1.6 FEET WEST OF A WITNESS POST, 1.0 FOOT SOUTH OF A FENCE, CONCRETE
 RY0083'POST PROJECTS 0.2 FOOT.
 RY0083
 RY0083                          STATION RECOVERY (1980)
 RY0083
 RY0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0083'7.4 KILOMETERS (4.6 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0083'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.25 KILOMETER (0.15 MILE) EAST
 RY0083'OF HIGHWAY MILEPOST 28, 71.7 METERS (235 FEET) NORTHEAST ACROSS THE
 RY0083'HIGHWAY FROM THE CENTERLINE OF THE EAST ENTRANCE TO THE FORT FIZZLE
 RY0083'PICNIC AREA, 43.9 METERS (144 FEET) NORTHWEST OF THE EAST POWER LINE
 RY0083'POLE FOR A LINE CROSSING THE HIGHWAY, 23.3 METERS (76.5 FEET) WEST
 RY0083'OF AN UNDERGROUND TELEPHONE CABLE SERVICE BOX, 16.7 METERS (54.8
 RY0083'FEET) EAST OF THE NORTH END OF A 24-INCH DIAMETER CONCRETE PIPE
 RY0083'CULVERT UNDER THE HIGHWAY, 14.0 METERS (46.0 FEET) NORTH OF THE
 RY0083'CENTERLINE OF THE HIGHWAY.
 RY0083'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 RY0083'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0084 ***********************************************************************
 RY0084  DESIGNATION -  HIGHWAY 12 STA 1138+00
 RY0084  PID         -  RY0084
 RY0084  STATE/COUNTY-  MT/MISSOULA
 RY0084  USGS QUAD   -  CARLTON LAKE (1967)
 RY0084
 RY0084                         *CURRENT SURVEY CONTROL
 RY0084  ___________________________________________________________________
 RY0084* NAD 83(1986)-  46 44 45.     (N)    114 09 46.     (W)     SCALED    
 RY0084* NAVD 88     -      1014.581  (meters)    3328.67   (feet)  ADJUSTED  
 RY0084  ___________________________________________________________________
 RY0084  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 RY0084  DYNAMIC HT  -        1014.363 (meters)    3327.96  (feet)  COMP
 RY0084  MODELED GRAV-     980,366.6   (mgal)                       NAVD 88
 RY0084
 RY0084  VERT ORDER  -  FIRST     CLASS II
 RY0084
 RY0084.The horizontal coordinates were scaled from a topographic map and have
 RY0084.an estimated accuracy of +/- 6 seconds.
 RY0084
 RY0084.The orthometric height was determined by differential leveling
 RY0084.and adjusted by the National Geodetic Survey in June 1991..
 RY0084
 RY0084.The geoid height was determined by GEOID03.
 RY0084
 RY0084.The dynamic height is computed by dividing the NAVD 88
 RY0084.geopotential number by the normal gravity value computed on the
 RY0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0084.degrees latitude (g = 980.6199 gals.).
 RY0084
 RY0084.The modeled gravity was interpolated from observed gravity values.
 RY0084
 RY0084;                    North         East    Units  Estimated Accuracy
 RY0084;SPC MT       -   287,940.      244,110.      MT  (+/- 180 meters Scaled)
 RY0084
 RY0084                          SUPERSEDED SURVEY CONTROL
 RY0084
 RY0084.No superseded survey control is available for this station.
 RY0084
 RY0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM167808(NAD 83)
 RY0084_MARKER: DD = SURVEY DISK
 RY0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0084_MARK LOGO: BPR   
 RY0084_PROJECTION: PROJECTING 10 CENTIMETERS
 RY0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0084+STABILITY: SURFACE MOTION
 RY0084
 RY0084  HISTORY     - Date     Condition        Report By
 RY0084  HISTORY     - UNK      MONUMENTED       BPR
 RY0084  HISTORY     - 1950     GOOD             NGS
 RY0084  HISTORY     - 1980     GOOD             NGS
 RY0084
 RY0084                          STATION DESCRIPTION
 RY0084
 RY0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0084'4.1 MI W FROM LOLO.
 RY0084'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0084'AT LOLO, THENCE 4.0 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, AT
 RY0084'THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 116 FEET WEST OF THE
 RY0084'APPROXIMATE CENTER OF THE JUNCTION, 56 FEET NORTH OF THE CENTER LINE
 RY0084'OF THE HIGHWAY, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 19.2
 RY0084'FEET NORTH OF CENTER OF NORTH END OF AN 18-INCH CONCRETE PIPE CULVERT,
 RY0084'2.7 FEET EAST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN HIGHWAY,
 RY0084'CONCRETE POST PROJECTS 6 INCHES.
 RY0084
 RY0084                          STATION RECOVERY (1980)
 RY0084
 RY0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0084'6.8 KILOMETERS (4.2 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0084'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.9 KILOMETER (0.55 MILE)
 RY0084'SOUTHEAST OF HIGHWAY MILEPOST 28, SET IN THE NORTHWEST CORNER OF
 RY0084'THE T JUNCTION OF A FOREST SERVICE ROAD LEADING NORTHWEST TO GRAVE
 RY0084'CREEK RANGE TRAIL NUMBER 8, 16.0 METERS (52.6 FEET) NORTHEAST OF THE
 RY0084'CENTERLINE OF THE HIGHWAY, 30.9 METERS (102 FEET) NORTHEAST ACROSS
 RY0084'THE HIGHWAY FROM POWER LINE POLE NUMBER 75, 7.9 METERS (26.0 FEET)
 RY0084'WEST OF THE CENTERLINE OF THE FOREST SERVICE ROAD.
 RY0084'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 RY0084'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0086 ***********************************************************************
 RY0086  DESIGNATION -  HIGHWAY 12 STA 1186+20
 RY0086  PID         -  RY0086
 RY0086  STATE/COUNTY-  MT/MISSOULA
 RY0086  USGS QUAD   -  CARLTON LAKE (1967)
 RY0086
 RY0086                         *CURRENT SURVEY CONTROL
 RY0086  ___________________________________________________________________
 RY0086* NAD 83(1986)-  46 44 45.     (N)    114 08 38.     (W)     SCALED    
 RY0086* NAVD 88     -      1004.014  (meters)    3294.00   (feet)  ADJUSTED  
 RY0086  ___________________________________________________________________
 RY0086  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 RY0086  DYNAMIC HT  -        1003.834 (meters)    3293.41  (feet)  COMP
 RY0086  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 RY0086
 RY0086  VERT ORDER  -  FIRST     CLASS II
 RY0086
 RY0086.The horizontal coordinates were scaled from a topographic map and have
 RY0086.an estimated accuracy of +/- 6 seconds.
 RY0086
 RY0086.The orthometric height was determined by differential leveling
 RY0086.and adjusted by the National Geodetic Survey in June 1991..
 RY0086
 RY0086.The geoid height was determined by GEOID03.
 RY0086
 RY0086.The dynamic height is computed by dividing the NAVD 88
 RY0086.geopotential number by the normal gravity value computed on the
 RY0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0086.degrees latitude (g = 980.6199 gals.).
 RY0086
 RY0086.The modeled gravity was interpolated from observed gravity values.
 RY0086
 RY0086;                    North         East    Units  Estimated Accuracy
 RY0086;SPC MT       -   287,850.      245,550.      MT  (+/- 180 meters Scaled)
 RY0086
 RY0086                          SUPERSEDED SURVEY CONTROL
 RY0086
 RY0086.No superseded survey control is available for this station.
 RY0086
 RY0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM181808(NAD 83)
 RY0086_MARKER: DD = SURVEY DISK
 RY0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0086_SP_SET: SIPHON
 RY0086_MARK LOGO: BPR   
 RY0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0086
 RY0086  HISTORY     - Date     Condition        Report By
 RY0086  HISTORY     - UNK      MONUMENTED       BPR
 RY0086  HISTORY     - 1950     GOOD             NGS
 RY0086  HISTORY     - 1956     GOOD             NGS
 RY0086  HISTORY     - 1980     GOOD             NGS
 RY0086
 RY0086                          STATION DESCRIPTION
 RY0086
 RY0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0086'3.2 MI W FROM LOLO.
 RY0086'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0086'AT LOLO, THENCE 3.1 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, ON
 RY0086'TOP OF SOUTHEAST CORNER OF A CONCRETE IRRIGATION SIPHON, 36 FEET SOUTH
 RY0086'OF THE CENTER LINE OF THE HIGHWAY, 27.5 FEET NORTHEAST OF EAST END OF
 RY0086'A WIRE GATE AND ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY.
 RY0086
 RY0086                          STATION RECOVERY (1956)
 RY0086
 RY0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0086'RECOVERED IN GOOD CONDITION.
 RY0086
 RY0086                          STATION RECOVERY (1980)
 RY0086
 RY0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0086'5.2 KILOMETERS (3.25 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0086'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.2 KILOMETER (0.1 MILE)
 RY0086'SOUTHWEST OF THE PINEY WOODS CAFE, MOTEL AND EXXON SERVICE STATION,
 RY0086'0.6 KILOMETER (0.4 MILE) EAST OF HIGHWAY MILEPOST 29,
 RY0086'IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A PRIVATE DRIVE LEADING
 RY0086'SOUTH, SET IN TOP OF THE EAST CORNER OF A CONCRETE IRRIGATION SIPHON,
 RY0086'13.2 METERS (43.3 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 RY0086'9.2 METERS (30.2 FEET) NORTHEAST OF THE CENTERLINE OF THE DRIVE, 4.2
 RY0086'METERS (13.8 FEET) NORTHWEST OF THE FIRST POWER LINE POLE NORTHEAST
 RY0086'OF THE DRIVE, 3.5 METERS (11.5 FEET) NORTHWEST OF A WOODEN FENCE LINE.
 RY0086'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0087 ***********************************************************************
 RY0087  DESIGNATION -  HIGHWAY 12 STA 1199+70
 RY0087  PID         -  RY0087
 RY0087  STATE/COUNTY-  MT/MISSOULA
 RY0087  USGS QUAD   -  CARLTON LAKE (1967)
 RY0087
 RY0087                         *CURRENT SURVEY CONTROL
 RY0087  ___________________________________________________________________
 RY0087* NAD 83(1986)-  46 44 51.     (N)    114 08 26.     (W)     SCALED    
 RY0087* NAVD 88     -      1000.864  (meters)    3283.67   (feet)  ADJUSTED  
 RY0087  ___________________________________________________________________
 RY0087  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 RY0087  DYNAMIC HT  -        1000.700 (meters)    3283.13  (feet)  COMP
 RY0087  MODELED GRAV-     980,416.4   (mgal)                       NAVD 88
 RY0087
 RY0087  VERT ORDER  -  FIRST     CLASS II
 RY0087
 RY0087.The horizontal coordinates were scaled from a topographic map and have
 RY0087.an estimated accuracy of +/- 6 seconds.
 RY0087
 RY0087.The orthometric height was determined by differential leveling
 RY0087.and adjusted by the National Geodetic Survey in June 1991..
 RY0087
 RY0087.The geoid height was determined by GEOID03.
 RY0087
 RY0087.The dynamic height is computed by dividing the NAVD 88
 RY0087.geopotential number by the normal gravity value computed on the
 RY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0087.degrees latitude (g = 980.6199 gals.).
 RY0087
 RY0087.The modeled gravity was interpolated from observed gravity values.
 RY0087
 RY0087;                    North         East    Units  Estimated Accuracy
 RY0087;SPC MT       -   288,020.      245,820.      MT  (+/- 180 meters Scaled)
 RY0087
 RY0087                          SUPERSEDED SURVEY CONTROL
 RY0087
 RY0087  NGVD 29 (??/??/92)  999.79   (m)         3280.1    (f) COMPUTED    1 2
 RY0087
 RY0087.Superseded values are not recommended for survey control.
 RY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0087.See file dsdata.txt to determine how the superseded data were derived.
 RY0087
 RY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM184810(NAD 83)
 RY0087_MARKER: DD = SURVEY DISK
 RY0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0087_MARK LOGO: BPR   
 RY0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0087+STABILITY: SURFACE MOTION
 RY0087
 RY0087  HISTORY     - Date     Condition        Report By
 RY0087  HISTORY     - UNK      MONUMENTED       BPR
 RY0087  HISTORY     - 1950     GOOD             NGS
 RY0087  HISTORY     - 1980     POOR             NGS
 RY0087
 RY0087                          STATION DESCRIPTION
 RY0087
 RY0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0087'3.0 MI W FROM LOLO.
 RY0087'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0087'AT LOLO, THENCE 2.9 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0087'ABOUT 125 YARDS NORTHEAST OF JUNCTION OF DRIVEWAY LEADING NORTH TO A
 RY0087'FARM HOUSE, 80 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 85
 RY0087'FEET NORTH OF A TELEPHONE POLE, 28.5 FEET NORTHWEST OF A FENCE, 22.5
 RY0087'FEET SOUTHWEST OF A 12-INCH PINE TREE, 49 FEET WEST OF A WOODEN
 RY0087'HIGHWAY STATION POST 1200, 15.6 FEET NORTH OF A 6-INCH POLE PROJECTING
 RY0087'6.5 FEET ABOVE THE GROUND AND PAINTED WHITE, ABOUT 3 FEET LOWER THAN
 RY0087'HIGHWAY, CONCRETE POST PROJECTS 0.7 FOOT.
 RY0087
 RY0087                          STATION RECOVERY (1980)
 RY0087
 RY0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0087'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THE DISK APPEARS
 RY0087'TO BE RE-CEMENTED ON THE EAST CORNER OF THE POST. MARK NOT LEVELED TO
 RY0087'THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0090 ***********************************************************************
 RY0090  DESIGNATION -  HIGHWAY 12 STA 1355+11.71
 RY0090  PID         -  RY0090
 RY0090  STATE/COUNTY-  MT/MISSOULA
 RY0090  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0090
 RY0090                         *CURRENT SURVEY CONTROL
 RY0090  ___________________________________________________________________
 RY0090* NAD 83(1986)-  46 45 25.     (N)    114 04 54.     (W)     SCALED    
 RY0090* NAVD 88     -       973.148  (meters)    3192.74   (feet)  ADJUSTED  
 RY0090  ___________________________________________________________________
 RY0090  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 RY0090  DYNAMIC HT  -         972.997 (meters)    3192.24  (feet)  COMP
 RY0090  MODELED GRAV-     980,426.1   (mgal)                       NAVD 88
 RY0090
 RY0090  VERT ORDER  -  FIRST     CLASS II
 RY0090
 RY0090.The horizontal coordinates were scaled from a topographic map and have
 RY0090.an estimated accuracy of +/- 6 seconds.
 RY0090
 RY0090.The orthometric height was determined by differential leveling
 RY0090.and adjusted by the National Geodetic Survey in June 1991..
 RY0090
 RY0090.The geoid height was determined by GEOID03.
 RY0090
 RY0090.The dynamic height is computed by dividing the NAVD 88
 RY0090.geopotential number by the normal gravity value computed on the
 RY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0090.degrees latitude (g = 980.6199 gals.).
 RY0090
 RY0090.The modeled gravity was interpolated from observed gravity values.
 RY0090
 RY0090;                    North         East    Units  Estimated Accuracy
 RY0090;SPC MT       -   288,800.      250,370.      MT  (+/- 180 meters Scaled)
 RY0090
 RY0090                          SUPERSEDED SURVEY CONTROL
 RY0090
 RY0090  NGVD 29 (??/??/92)  972.09   (m)         3189.3    (f) COMPUTED    1 2
 RY0090
 RY0090.Superseded values are not recommended for survey control.
 RY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0090.See file dsdata.txt to determine how the superseded data were derived.
 RY0090
 RY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM228822(NAD 83)
 RY0090_MARKER: DD = SURVEY DISK
 RY0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0090_SP_SET: CULVERT
 RY0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0090
 RY0090  HISTORY     - Date     Condition        Report By
 RY0090  HISTORY     - UNK      MONUMENTED       BPR
 RY0090  HISTORY     - 1950     GOOD             NGS
 RY0090  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0090
 RY0090                          STATION DESCRIPTION
 RY0090
 RY0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0090'0.1 MI S FROM LOLO.
 RY0090'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0090'AT LOLO, AT THE JUNCTION OF THE LEWIS AND CLARK HIGHWAY WEST, IN THE
 RY0090'TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 2 -BY 5-FOOT CONCRETE
 RY0090'BOX CULVERT, 13.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND
 RY0090'ABOUT LEVEL WITH THE HIGHWAY.
 RY0090
 RY0090                          STATION RECOVERY (1980)
 RY0090
 RY0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0090'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RY0090'HIGHWAY HAS BEEN WIDENED IN THE DESCRIBED LOCATION, MARK PRESUMED
 RY0090'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0065 ***********************************************************************
 RY0065  DESIGNATION -  HIGHWAY 12 STA 494+40
 RY0065  PID         -  RY0065
 RY0065  STATE/COUNTY-  MT/MISSOULA
 RY0065  USGS QUAD   -  GARDEN POINT (1964)
 RY0065
 RY0065                         *CURRENT SURVEY CONTROL
 RY0065  ___________________________________________________________________
 RY0065* NAD 83(1986)-  46 46 57.     (N)    114 23 53.     (W)     SCALED    
 RY0065* NAVD 88     -      1153.880  (meters)    3785.69   (feet)  ADJUSTED  
 RY0065  ___________________________________________________________________
 RY0065  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 RY0065  DYNAMIC HT  -        1153.666 (meters)    3784.99  (feet)  COMP
 RY0065  MODELED GRAV-     980,389.7   (mgal)                       NAVD 88
 RY0065
 RY0065  VERT ORDER  -  FIRST     CLASS II
 RY0065
 RY0065.The horizontal coordinates were scaled from a topographic map and have
 RY0065.an estimated accuracy of +/- 6 seconds.
 RY0065
 RY0065.The orthometric height was determined by differential leveling
 RY0065.and adjusted by the National Geodetic Survey in June 1991..
 RY0065
 RY0065.The geoid height was determined by GEOID03.
 RY0065
 RY0065.The dynamic height is computed by dividing the NAVD 88
 RY0065.geopotential number by the normal gravity value computed on the
 RY0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0065.degrees latitude (g = 980.6199 gals.).
 RY0065
 RY0065.The modeled gravity was interpolated from observed gravity values.
 RY0065
 RY0065;                    North         East    Units  Estimated Accuracy
 RY0065;SPC MT       -   293,100.      226,430.      MT  (+/- 180 meters Scaled)
 RY0065
 RY0065                          SUPERSEDED SURVEY CONTROL
 RY0065
 RY0065  NGVD 29 (??/??/92) 1152.77   (m)         3782.0    (f) COMPUTED    1 2
 RY0065
 RY0065.Superseded values are not recommended for survey control.
 RY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0065.See file dsdata.txt to determine how the superseded data were derived.
 RY0065
 RY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM986842(NAD 83)
 RY0065_MARKER: DD = SURVEY DISK
 RY0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0065+STABILITY: SURFACE MOTION
 RY0065
 RY0065  HISTORY     - Date     Condition        Report By
 RY0065  HISTORY     - UNK      MONUMENTED       BPR
 RY0065  HISTORY     - 1950     GOOD             NGS
 RY0065  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0065  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0065
 RY0065                          STATION DESCRIPTION
 RY0065
 RY0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0065'8.7 MI E FROM LOLO HOT SPRINGS.
 RY0065'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT LOLO HOT
 RY0065'SPRINGS, THENCE 8.6 MILES EAST ALONG THE LEWIS AND CLARK HIGHWAY, 0.1
 RY0065'MILE EAST OF A DIRT ROAD LEADING NORTHWEST TO U. S. HIGHWAY 10, 226
 RY0065'FEET WEST OF THE APPROXIMATE CENTER OF JUNCTION OF DIRT ROAD LEADING
 RY0065'NORTHWEST, 40.1 FEET NORTHEAST OF THE NORTHEAST END OF A CULVERT OVER
 RY0065'GRAVES CREEK, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 RY0065'EAST OF HIGHWAY MARKER POST 494+40, 2 FEET SOUTH OF A FENCE, 3 FEET
 RY0065'LOWER THAN HIGHWAY, CONCRETE POST PROJECTS 5 INCHES.
 RY0065
 RY0065                          STATION RECOVERY (1964)
 RY0065
 RY0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0065'MARK NOT FOUND.
 RY0065
 RY0065                          STATION RECOVERY (1980)
 RY0065
 RY0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0065'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RY0065'HEADWALL DESCRIBED HAS BEEN REPLACED, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0067 ***********************************************************************
 RY0067  DESIGNATION -  HIGHWAY 12 STA 557+00
 RY0067  PID         -  RY0067
 RY0067  STATE/COUNTY-  MT/MISSOULA
 RY0067  USGS QUAD   -  CAMP CREEK (1964)
 RY0067
 RY0067                         *CURRENT SURVEY CONTROL
 RY0067  ___________________________________________________________________
 RY0067* NAD 83(1986)-  46 46 30.     (N)    114 22 32.     (W)     SCALED    
 RY0067* NAVD 88     -      1141.283  (meters)    3744.36   (feet)  ADJUSTED  
 RY0067  ___________________________________________________________________
 RY0067  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RY0067  DYNAMIC HT  -        1141.063 (meters)    3743.64  (feet)  COMP
 RY0067  MODELED GRAV-     980,382.5   (mgal)                       NAVD 88
 RY0067
 RY0067  VERT ORDER  -  FIRST     CLASS II
 RY0067
 RY0067.The horizontal coordinates were scaled from a topographic map and have
 RY0067.an estimated accuracy of +/- 6 seconds.
 RY0067
 RY0067.The orthometric height was determined by differential leveling
 RY0067.and adjusted by the National Geodetic Survey in June 1991..
 RY0067.WARNING-Repeat measurements at this control monument indicate possible
 RY0067.vertical movement.
 RY0067
 RY0067.The geoid height was determined by GEOID03.
 RY0067
 RY0067.The dynamic height is computed by dividing the NAVD 88
 RY0067.geopotential number by the normal gravity value computed on the
 RY0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0067.degrees latitude (g = 980.6199 gals.).
 RY0067
 RY0067.The modeled gravity was interpolated from observed gravity values.
 RY0067
 RY0067;                    North         East    Units  Estimated Accuracy
 RY0067;SPC MT       -   292,160.      228,090.      MT  (+/- 180 meters Scaled)
 RY0067
 RY0067                          SUPERSEDED SURVEY CONTROL
 RY0067
 RY0067.No superseded survey control is available for this station.
 RY0067
 RY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM003835(NAD 83)
 RY0067_MARKER: DD = SURVEY DISK
 RY0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0067_MARK LOGO: BPR   
 RY0067_PROJECTION: PROJECTING 17 CENTIMETERS
 RY0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0067+STABILITY: SURFACE MOTION
 RY0067
 RY0067  HISTORY     - Date     Condition        Report By
 RY0067  HISTORY     - UNK      MONUMENTED       BPR
 RY0067  HISTORY     - 1950     GOOD             NGS
 RY0067  HISTORY     - 1980     GOOD             NGS
 RY0067
 RY0067                          STATION DESCRIPTION
 RY0067
 RY0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0067'9.9 MI E FROM LOLO HOT SPRINGS.
 RY0067'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT LOLO HOT
 RY0067'SPRINGS, THENCE 9.8 MILES EAST ALONG THE LEWIS AND CLARK HIGHWAY, 0.1
 RY0067'MILE EAST OF A JUNCTION OF A DIRT ROAD NORTH, 140 YARDS WEST OF A LOG
 RY0067'HOUSE, 70 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 46.5 FEET
 RY0067'NORTHEAST OF A TELEPHONE POLE, 27 FEET SOUTH OF A FENCE, 2.8 FEET EAST
 RY0067'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, CONCRETE POST
 RY0067'PROJECTS 0.7 FOOT.
 RY0067
 RY0067                          STATION RECOVERY (1980)
 RY0067
 RY0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0067'16.6 KILOMETERS (10.35 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0067'THE OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.7 KILOMETER
 RY0067'(0.45 MILE) EAST OF HIGHWAY MILEPOST 17, 0.2 KILOMETER (0.1 MILE)
 RY0067'EAST OF A POINT WHERE THE BASE OF A MOUNTAIN MEETS THE HIGHWAY,
 RY0067'0.2 KILOMETER (0.1 MILE) WEST OF THE T JUNCTION OF A FIELD ENTRANCE
 RY0067'ROAD LEADING NORTH, 0.1 KILOMETER (0.05 MILE) EAST OF THE EAST END
 RY0067'OF A HIGHWAY CURVE, 22.7 METERS (74.5 FEET) NORTH OF THE CENTERLINE
 RY0067'OF THE HIGHWAY, 59.3 METERS (195 FEET) NORTHEAST AND ACROSS THE
 RY0067'HIGHWAY FROM A POWER LINE POLE, 18.6 METERS (61.0 FEET) SOUTH OF
 RY0067'THE BASE OF THE MOUNTAIN.
 RY0067'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 RY0067'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0068 ***********************************************************************
 RY0068  DESIGNATION -  HIGHWAY 12 STA 610+25
 RY0068  PID         -  RY0068
 RY0068  STATE/COUNTY-  MT/MISSOULA
 RY0068  USGS QUAD   -  CAMP CREEK (1964)
 RY0068
 RY0068                         *CURRENT SURVEY CONTROL
 RY0068  ___________________________________________________________________
 RY0068* NAD 83(1986)-  46 46 19.     (N)    114 21 23.     (W)     SCALED    
 RY0068* NAVD 88     -      1133.590  (meters)    3719.12   (feet)  ADJUSTED  
 RY0068  ___________________________________________________________________
 RY0068  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 RY0068  DYNAMIC HT  -        1133.372 (meters)    3718.40  (feet)  COMP
 RY0068  MODELED GRAV-     980,382.9   (mgal)                       NAVD 88
 RY0068
 RY0068  VERT ORDER  -  FIRST     CLASS II
 RY0068
 RY0068.The horizontal coordinates were scaled from a topographic map and have
 RY0068.an estimated accuracy of +/- 6 seconds.
 RY0068
 RY0068.The orthometric height was determined by differential leveling
 RY0068.and adjusted by the National Geodetic Survey in June 1991..
 RY0068.WARNING-Repeat measurements at this control monument indicate possible
 RY0068.vertical movement.
 RY0068
 RY0068.The geoid height was determined by GEOID03.
 RY0068
 RY0068.The dynamic height is computed by dividing the NAVD 88
 RY0068.geopotential number by the normal gravity value computed on the
 RY0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0068.degrees latitude (g = 980.6199 gals.).
 RY0068
 RY0068.The modeled gravity was interpolated from observed gravity values.
 RY0068
 RY0068;                    North         East    Units  Estimated Accuracy
 RY0068;SPC MT       -   291,730.      229,530.      MT  (+/- 180 meters Scaled)
 RY0068
 RY0068                          SUPERSEDED SURVEY CONTROL
 RY0068
 RY0068.No superseded survey control is available for this station.
 RY0068
 RY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM018832(NAD 83)
 RY0068_MARKER: DD = SURVEY DISK
 RY0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0068_MARK LOGO: BPR   
 RY0068_PROJECTION: PROJECTING 19 CENTIMETERS
 RY0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0068+STABILITY: SURFACE MOTION
 RY0068
 RY0068  HISTORY     - Date     Condition        Report By
 RY0068  HISTORY     - UNK      MONUMENTED       BPR
 RY0068  HISTORY     - 1950     GOOD             NGS
 RY0068  HISTORY     - 1980     GOOD             NGS
 RY0068
 RY0068                          STATION DESCRIPTION
 RY0068
 RY0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0068'10.9 MI E FROM LOLO HOT SPRINGS.
 RY0068'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT LOLO HOT
 RY0068'SPRINGS, THENCE 10.8 MILES EAST ALONG THE LEWIS AND CLARK HIGHWAY, 0.3
 RY0068'MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTH, 39.5 FEET NORTH OF
 RY0068'THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHWEST OF A TELEPHONE POLE
 RY0068'WITH A GUY WIRE, 31.1 FEET NORTHEAST OF A WHITE 4-BY 4- HIGHWAY MARKER
 RY0068'POST STATION 610, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, CONCRETE POST
 RY0068'PROJECTS 6 INCHES.
 RY0068
 RY0068                          STATION RECOVERY (1980)
 RY0068
 RY0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0068'18.2 KILOMETERS (11.35 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0068'THE OUTSIDE POOL IN LOLO HOT SPRINGS, 0.25 KILOMETER (0.15 MILE)
 RY0068'NORTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, 35.5 METERS
 RY0068'(116.5 FEET) SOUTHEAST OF HIGHWAY MILEPOST 18, 14.2 METERS (46.5 FEET)
 RY0068'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 71.3 METERS (234 FEET)
 RY0068'NORTHWEST OF THE NORTHWEST END OF A SHORT DIRT CUT, 35.5 METERS
 RY0068'(116.5 FEET) SOUTHEAST OF THE SOUTHEAST END OF A LONG ROCK CUT, 28.2
 RY0068'METERS (92.5 FEET) NORTH-NORTHEAST OF THE THIRD POWER LINE POLE
 RY0068'NORTHWEST OF A POWER LINE CROSSING THE HIGHWAY, 6.8 METERS (22.3
 RY0068'FEET) SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 RY0068'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 RY0068'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0070 ***********************************************************************
 RY0070  DESIGNATION -  HIGHWAY 12 STA 666+50
 RY0070  PID         -  RY0070
 RY0070  STATE/COUNTY-  MT/MISSOULA
 RY0070  USGS QUAD   -  CAMP CREEK (1964)
 RY0070
 RY0070                         *CURRENT SURVEY CONTROL
 RY0070  ___________________________________________________________________
 RY0070* NAD 83(1986)-  46 45 58.     (N)    114 20 08.     (W)     SCALED    
 RY0070* NAVD 88     -      1116.611  (meters)    3663.41   (feet)  ADJUSTED  
 RY0070  ___________________________________________________________________
 RY0070  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0070  DYNAMIC HT  -        1116.402 (meters)    3662.73  (feet)  COMP
 RY0070  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 RY0070
 RY0070  VERT ORDER  -  FIRST     CLASS II
 RY0070
 RY0070.The horizontal coordinates were scaled from a topographic map and have
 RY0070.an estimated accuracy of +/- 6 seconds.
 RY0070
 RY0070.The orthometric height was determined by differential leveling
 RY0070.and adjusted by the National Geodetic Survey in June 1991..
 RY0070
 RY0070.The geoid height was determined by GEOID03.
 RY0070
 RY0070.The dynamic height is computed by dividing the NAVD 88
 RY0070.geopotential number by the normal gravity value computed on the
 RY0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0070.degrees latitude (g = 980.6199 gals.).
 RY0070
 RY0070.The modeled gravity was interpolated from observed gravity values.
 RY0070
 RY0070;                    North         East    Units  Estimated Accuracy
 RY0070;SPC MT       -   290,980.      231,080.      MT  (+/- 180 meters Scaled)
 RY0070
 RY0070                          SUPERSEDED SURVEY CONTROL
 RY0070
 RY0070  NGVD 29 (??/??/92) 1115.50   (m)         3659.8    (f) COMPUTED    1 2
 RY0070
 RY0070.Superseded values are not recommended for survey control.
 RY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0070.See file dsdata.txt to determine how the superseded data were derived.
 RY0070
 RY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM034826(NAD 83)
 RY0070_MARKER: DD = SURVEY DISK
 RY0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0070_MARK LOGO: BPR   
 RY0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0070+STABILITY: SURFACE MOTION
 RY0070
 RY0070  HISTORY     - Date     Condition        Report By
 RY0070  HISTORY     - UNK      MONUMENTED       BPR
 RY0070  HISTORY     - 1950     GOOD             NGS
 RY0070  HISTORY     - 1980     POOR             NGS
 RY0070
 RY0070                          STATION DESCRIPTION
 RY0070
 RY0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0070'12 MI E FROM LOLO HOT SPRINGS.
 RY0070'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT LOLO HOT
 RY0070'SPRINGS, THENCE 11.9 MILES EAST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0070'13.1 MILES WEST OF LOLO, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH,
 RY0070'78.5 FEET SOUTHEAST OF CENTER OF SOUTH END OF AN 18-INCH CONCRETE PIPE
 RY0070'CULVERT, 52.5 FEET SOUTHWEST OF THE CENTER OF A SIGN HELP PREVENT
 RY0070'FIRES, 61.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23.5 FEET
 RY0070'NORTHEAST OF A TELEPHONE POLE, 3.1 FEET EAST OF A WITNESS POST, ABOUT
 RY0070'3 FEET LOWER THAN THE HIGHWAY, CONCRETE POST PROJECTS 0.5 FOOT.
 RY0070
 RY0070                          STATION RECOVERY (1980)
 RY0070
 RY0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0070'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-MARK IS LEANING
 RY0070'BADLY, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0071 ***********************************************************************
 RY0071  DESIGNATION -  HIGHWAY 12 STA 687+37
 RY0071  PID         -  RY0071
 RY0071  STATE/COUNTY-  MT/MISSOULA
 RY0071  USGS QUAD   -  CAMP CREEK (1964)
 RY0071
 RY0071                         *CURRENT SURVEY CONTROL
 RY0071  ___________________________________________________________________
 RY0071* NAD 83(1986)-  46 45 51.     (N)    114 19 41.     (W)     SCALED    
 RY0071* NAVD 88     -      1112.513  (meters)    3649.97   (feet)  ADJUSTED  
 RY0071  ___________________________________________________________________
 RY0071  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 RY0071  DYNAMIC HT  -        1112.308 (meters)    3649.30  (feet)  COMP
 RY0071  MODELED GRAV-     980,391.9   (mgal)                       NAVD 88
 RY0071
 RY0071  VERT ORDER  -  FIRST     CLASS II
 RY0071
 RY0071.The horizontal coordinates were scaled from a topographic map and have
 RY0071.an estimated accuracy of +/- 6 seconds.
 RY0071
 RY0071.The orthometric height was determined by differential leveling
 RY0071.and adjusted by the National Geodetic Survey in June 1991..
 RY0071
 RY0071.The geoid height was determined by GEOID03.
 RY0071
 RY0071.The dynamic height is computed by dividing the NAVD 88
 RY0071.geopotential number by the normal gravity value computed on the
 RY0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0071.degrees latitude (g = 980.6199 gals.).
 RY0071
 RY0071.The modeled gravity was interpolated from observed gravity values.
 RY0071
 RY0071;                    North         East    Units  Estimated Accuracy
 RY0071;SPC MT       -   290,730.      231,640.      MT  (+/- 180 meters Scaled)
 RY0071
 RY0071                          SUPERSEDED SURVEY CONTROL
 RY0071
 RY0071  NGVD 29 (??/??/92) 1111.41   (m)         3646.4    (f) COMPUTED    1 2
 RY0071
 RY0071.Superseded values are not recommended for survey control.
 RY0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0071.See file dsdata.txt to determine how the superseded data were derived.
 RY0071
 RY0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM040824(NAD 83)
 RY0071_MARKER: DD = SURVEY DISK
 RY0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0071_SP_SET: CULVERT
 RY0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0071
 RY0071  HISTORY     - Date     Condition        Report By
 RY0071  HISTORY     - UNK      MONUMENTED       BPR
 RY0071  HISTORY     - 1950     GOOD             NGS
 RY0071  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0071
 RY0071                          STATION DESCRIPTION
 RY0071
 RY0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0071'12.7 MI W FROM LOLO.
 RY0071'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0071'AT LOLO, THENCE 12.6 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, AT
 RY0071'JUNCTION OF ROAD LEADING NORTH TO GRAVES CREEK RANGE LOOKOUT, ON TOP
 RY0071'OF THE EAST END OF NORTH HEAD WALL OF A 6-BY 8-FOOT CONCRETE BOX
 RY0071'CULVERT OVER BEAR CREEK, 38 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RY0071'19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 RY0071'HIGHWAY.
 RY0071
 RY0071                          STATION RECOVERY (1980)
 RY0071
 RY0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0071'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THERE
 RY0071'ARE NEW HEADWALLS AT THE DESCRIBED LOCATION, MARK IS PRESUMED
 RY0071'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0072 ***********************************************************************
 RY0072  DESIGNATION -  HIGHWAY 12 STA 720+00
 RY0072  PID         -  RY0072
 RY0072  STATE/COUNTY-  MT/MISSOULA
 RY0072  USGS QUAD   -  CAMP CREEK (1964)
 RY0072
 RY0072                         *CURRENT SURVEY CONTROL
 RY0072  ___________________________________________________________________
 RY0072* NAD 83(1986)-  46 45 30.     (N)    114 19 08.     (W)     SCALED    
 RY0072* NAVD 88     -      1105.465  (meters)    3626.85   (feet)  ADJUSTED  
 RY0072  ___________________________________________________________________
 RY0072  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 RY0072  DYNAMIC HT  -        1105.264 (meters)    3626.19  (feet)  COMP
 RY0072  MODELED GRAV-     980,395.2   (mgal)                       NAVD 88
 RY0072
 RY0072  VERT ORDER  -  FIRST     CLASS II
 RY0072
 RY0072.The horizontal coordinates were scaled from a topographic map and have
 RY0072.an estimated accuracy of +/- 6 seconds.
 RY0072
 RY0072.The orthometric height was determined by differential leveling
 RY0072.and adjusted by the National Geodetic Survey in June 1991..
 RY0072
 RY0072.The geoid height was determined by GEOID03.
 RY0072
 RY0072.The dynamic height is computed by dividing the NAVD 88
 RY0072.geopotential number by the normal gravity value computed on the
 RY0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0072.degrees latitude (g = 980.6199 gals.).
 RY0072
 RY0072.The modeled gravity was interpolated from observed gravity values.
 RY0072
 RY0072;                    North         East    Units  Estimated Accuracy
 RY0072;SPC MT       -   290,040.      232,300.      MT  (+/- 180 meters Scaled)
 RY0072
 RY0072                          SUPERSEDED SURVEY CONTROL
 RY0072
 RY0072.No superseded survey control is available for this station.
 RY0072
 RY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM047818(NAD 83)
 RY0072_MARKER: DD = SURVEY DISK
 RY0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0072_MARK LOGO: BPR   
 RY0072_PROJECTION: PROJECTING 17 CENTIMETERS
 RY0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0072+STABILITY: SURFACE MOTION
 RY0072
 RY0072  HISTORY     - Date     Condition        Report By
 RY0072  HISTORY     - UNK      MONUMENTED       BPR
 RY0072  HISTORY     - 1950     GOOD             NGS
 RY0072  HISTORY     - 1956     GOOD             NGS
 RY0072  HISTORY     - 1980     GOOD             NGS
 RY0072
 RY0072                          STATION DESCRIPTION
 RY0072
 RY0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0072'12.0 MI W FROM LOLO.
 RY0072'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0072'AT LOLO, THENCE 11.9 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, AT
 RY0072'THE Y JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 99 FEET NORTHEAST OF
 RY0072'THE APPROXIMATE CENTER OF THE JUNCTION, 84.5 FEET NORTHWEST OF A
 RY0072'TELEPHONE POLE WITH A GUY WIRE, 45.5 FEET NORTH OF THE CENTER LINE OF
 RY0072'THE HIGHWAY, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD,
 RY0072'2.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1.5 FEET HIGHER THAN THE
 RY0072'HIGHWAY, CONCRETE POST PROJECTS 0.6 FOOT.
 RY0072
 RY0072                          STATION RECOVERY (1956)
 RY0072
 RY0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0072'RECOVERED IN GOOD CONDITION.
 RY0072
 RY0072                          STATION RECOVERY (1980)
 RY0072
 RY0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0072'19.7 KILOMETERS (12.25 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0072'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.6 KILOMETER (0.4 MILE) WEST OF
 RY0072'HIGHWAY MILEPOST 21, SET IN THE EAST CORNER OF THE Y JUNCTION OF A
 RY0072'PRIVATE DRIVE LEADING EAST, 11.3 METERS (37.0 FEET) NORTHEAST OF THE
 RY0072'CENTERLINE OF THE HIGHWAY, 10.4 METERS (34.0 FEET) SOUTH OF THE
 RY0072'CENTERLINE OF THE PRIVATE DRIVE, 12.3 METERS (40.4 FEET) NORTHWEST OF
 RY0072'A METAL CORNER POST IN A PASTURE FENCE, 5.4 METERS (17.7 FEET)
 RY0072'SOUTH-SOUTHEAST OF TELEPHONE CABLE SERVICE BOX NUMBER 56 66.8.
 RY0072'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 RY0072'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0073 ***********************************************************************
 RY0073  DESIGNATION -  HIGHWAY 12 STA 776+62
 RY0073  PID         -  RY0073
 RY0073  STATE/COUNTY-  MT/MISSOULA
 RY0073  USGS QUAD   -  CAMP CREEK (1964)
 RY0073
 RY0073                         *CURRENT SURVEY CONTROL
 RY0073  ___________________________________________________________________
 RY0073* NAD 83(1986)-  46 45 40.     (N)    114 17 49.     (W)     SCALED    
 RY0073* NAVD 88     -      1091.721  (meters)    3581.75   (feet)  ADJUSTED  
 RY0073  ___________________________________________________________________
 RY0073  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 RY0073  DYNAMIC HT  -        1091.519 (meters)    3581.09  (feet)  COMP
 RY0073  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 RY0073
 RY0073  VERT ORDER  -  FIRST     CLASS II
 RY0073
 RY0073.The horizontal coordinates were scaled from a topographic map and have
 RY0073.an estimated accuracy of +/- 6 seconds.
 RY0073
 RY0073.The orthometric height was determined by differential leveling
 RY0073.and adjusted by the National Geodetic Survey in June 1991..
 RY0073
 RY0073.The geoid height was determined by GEOID03.
 RY0073
 RY0073.The dynamic height is computed by dividing the NAVD 88
 RY0073.geopotential number by the normal gravity value computed on the
 RY0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0073.degrees latitude (g = 980.6199 gals.).
 RY0073
 RY0073.The modeled gravity was interpolated from observed gravity values.
 RY0073
 RY0073;                    North         East    Units  Estimated Accuracy
 RY0073;SPC MT       -   290,250.      233,990.      MT  (+/- 180 meters Scaled)
 RY0073
 RY0073                          SUPERSEDED SURVEY CONTROL
 RY0073
 RY0073.No superseded survey control is available for this station.
 RY0073
 RY0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM064821(NAD 83)
 RY0073_MARKER: DD = SURVEY DISK
 RY0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0073_MARK LOGO: BPR   
 RY0073_PROJECTION: RECESSED 20 CENTIMETERS
 RY0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0073+STABILITY: SURFACE MOTION
 RY0073
 RY0073  HISTORY     - Date     Condition        Report By
 RY0073  HISTORY     - UNK      MONUMENTED       BPR
 RY0073  HISTORY     - 1950     GOOD             NGS
 RY0073  HISTORY     - 1956     GOOD             NGS
 RY0073  HISTORY     - 1980     GOOD             NGS
 RY0073
 RY0073                          STATION DESCRIPTION
 RY0073
 RY0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0073'10.9 MI W FROM LOLO.
 RY0073'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0073'AT LOLO, THENCE 10.8 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, 108
 RY0073'FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A WIRE
 RY0073'GATE, 57.5 FEET NORTHEAST OF A 6-INCH POLE PAINTED WHITE AND BEARING A
 RY0073'METAL FOREST SERVICE LOCATION TAG, 50 FEET NORTHWEST OF THE CENTER
 RY0073'LINE OF THE HIGHWAY, 2.5 FEET NORTHEAST OF A WITNESS POST, 1.0 FOOT
 RY0073'SOUTHEAST OF A FENCE, ABOUT 2 FEET LOWER THAN HIGHWAY, CONCRETE POST
 RY0073'PROJECTS 6 INCHES.
 RY0073
 RY0073                          STATION RECOVERY (1956)
 RY0073
 RY0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0073'RECOVERED IN GOOD CONDITION.
 RY0073
 RY0073                          STATION RECOVERY (1980)
 RY0073
 RY0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0073'18.0 KILOMETERS (11.15 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0073'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.55 KILOMETER (0.35 MILE)
 RY0073'SOUTHWEST OF HIGHWAY MILEPOST 22, 0.3 KILOMETER (0.2 MILE) SOUTHWEST
 RY0073'OF THE Y JUNCTION OF A DIRT ROAD LEADING WEST TO CAMP CREEK, AT A
 RY0073'POINT WHERE LOLO CREEK LEAVES THE HIGHWAY TO THE SOUTH, SET AT A T
 RY0073'JUNCTION IN THE HIGHWAY RIGHT-OF-WAY FENCE, 14.5 METERS (47.6 FEET)
 RY0073'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.2 METERS (4.0 FEET)
 RY0073'SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1.05 METERS
 RY0073'(3.5 FEET) EAST OF THE T JUNCTION FENCE POST, 0.45 METER (1.5 FEET)
 RY0073'SOUTHEAST OF THE FENCE LINE.
 RY0073'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 RY0073'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0074 ***********************************************************************
 RY0074  DESIGNATION -  HIGHWAY 12 STA 800+00
 RY0074  PID         -  RY0074
 RY0074  STATE/COUNTY-  MT/MISSOULA
 RY0074  USGS QUAD   -  CAMP CREEK (1964)
 RY0074
 RY0074                         *CURRENT SURVEY CONTROL
 RY0074  ___________________________________________________________________
 RY0074* NAD 83(1986)-  46 45 45.     (N)    114 17 16.     (W)     SCALED    
 RY0074* NAVD 88     -      1089.204  (meters)    3573.50   (feet)  ADJUSTED  
 RY0074  ___________________________________________________________________
 RY0074  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 RY0074  DYNAMIC HT  -        1089.005 (meters)    3572.84  (feet)  COMP
 RY0074  MODELED GRAV-     980,394.2   (mgal)                       NAVD 88
 RY0074
 RY0074  VERT ORDER  -  FIRST     CLASS II
 RY0074
 RY0074.The horizontal coordinates were scaled from a topographic map and have
 RY0074.an estimated accuracy of +/- 6 seconds.
 RY0074
 RY0074.The orthometric height was determined by differential leveling
 RY0074.and adjusted by the National Geodetic Survey in June 1991..
 RY0074
 RY0074.The geoid height was determined by GEOID03.
 RY0074
 RY0074.The dynamic height is computed by dividing the NAVD 88
 RY0074.geopotential number by the normal gravity value computed on the
 RY0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0074.degrees latitude (g = 980.6199 gals.).
 RY0074
 RY0074.The modeled gravity was interpolated from observed gravity values.
 RY0074
 RY0074;                    North         East    Units  Estimated Accuracy
 RY0074;SPC MT       -   290,360.      234,700.      MT  (+/- 180 meters Scaled)
 RY0074
 RY0074                          SUPERSEDED SURVEY CONTROL
 RY0074
 RY0074.No superseded survey control is available for this station.
 RY0074
 RY0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM071823(NAD 83)
 RY0074_MARKER: DD = SURVEY DISK
 RY0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0074_SP_SET: CULVERT
 RY0074_MARK LOGO: BPR   
 RY0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0074
 RY0074  HISTORY     - Date     Condition        Report By
 RY0074  HISTORY     - UNK      MONUMENTED       BPR
 RY0074  HISTORY     - 1950     GOOD             NGS
 RY0074  HISTORY     - 1980     GOOD             NGS
 RY0074
 RY0074                          STATION DESCRIPTION
 RY0074
 RY0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0074'10.5 MI W FROM LOLO.
 RY0074'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0074'AT LOLO, THENCE 10.4 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, ON
 RY0074'TOP OF THE EAST END OF THE NORTH HEAD WALL OF A 2-BY-6 FOOT CONCRETE
 RY0074'BOX CULVERT, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 6
 RY0074'INCHES LOWER THAN THE HIGHWAY.
 RY0074
 RY0074                          STATION RECOVERY (1980)
 RY0074
 RY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0074'17.2 KILOMETERS (10.7 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0074'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.5 KILOMETER (0.3 MILE)
 RY0074'SOUTHWEST OF THE T JUNCTION OF A DRIVE LEADING NORTHWEST TO THE
 RY0074'WINDING WATERS RANCH, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF HIGHWAY
 RY0074'MILEPOST 22, SET IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 RY0074'HEADWALL FOR A 0.6 X 1.8 METER (2 X 6 FOOT) CONCRETE BOX CULVERT
 RY0074'UNDER THE HIGHWAY, 7.0 METERS (23.0 FEET) NORTHWEST OF THE CENTERLINE
 RY0074'OF THE HIGHWAY, 37.5 METERS (123 FEET) WEST ACROSS THE HIGHWAY FROM
 RY0074'THE CENTERLINE OF A PASTURE ACCESS ROAD AND WOODEN GATE, 8.0 METERS
 RY0074'(26.5 FEET) SOUTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 RY0074'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0075 ***********************************************************************
 RY0075  DESIGNATION -  HIGHWAY 12 STA 819+94
 RY0075  PID         -  RY0075
 RY0075  STATE/COUNTY-  MT/MISSOULA
 RY0075  USGS QUAD   -  CAMP CREEK (1964)
 RY0075
 RY0075                         *CURRENT SURVEY CONTROL
 RY0075  ___________________________________________________________________
 RY0075* NAD 83(1986)-  46 45 51.     (N)    114 16 47.     (W)     SCALED    
 RY0075* NAVD 88     -      1084.337  (meters)    3557.53   (feet)  ADJUSTED  
 RY0075  ___________________________________________________________________
 RY0075  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 RY0075  DYNAMIC HT  -        1084.141 (meters)    3556.89  (feet)  COMP
 RY0075  MODELED GRAV-     980,397.3   (mgal)                       NAVD 88
 RY0075
 RY0075  VERT ORDER  -  FIRST     CLASS II
 RY0075
 RY0075.The horizontal coordinates were scaled from a topographic map and have
 RY0075.an estimated accuracy of +/- 6 seconds.
 RY0075
 RY0075.The orthometric height was determined by differential leveling
 RY0075.and adjusted by the National Geodetic Survey in June 1991..
 RY0075
 RY0075.The geoid height was determined by GEOID03.
 RY0075
 RY0075.The dynamic height is computed by dividing the NAVD 88
 RY0075.geopotential number by the normal gravity value computed on the
 RY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0075.degrees latitude (g = 980.6199 gals.).
 RY0075
 RY0075.The modeled gravity was interpolated from observed gravity values.
 RY0075
 RY0075;                    North         East    Units  Estimated Accuracy
 RY0075;SPC MT       -   290,510.      235,320.      MT  (+/- 180 meters Scaled)
 RY0075
 RY0075                          SUPERSEDED SURVEY CONTROL
 RY0075
 RY0075  NGVD 29 (??/??/92) 1083.24   (m)         3553.9    (f) COMPUTED    1 2
 RY0075
 RY0075.Superseded values are not recommended for survey control.
 RY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0075.See file dsdata.txt to determine how the superseded data were derived.
 RY0075
 RY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM077825(NAD 83)
 RY0075_MARKER: DD = SURVEY DISK
 RY0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0075_MARK LOGO: BPR   
 RY0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0075+STABILITY: SURFACE MOTION
 RY0075
 RY0075  HISTORY     - Date     Condition        Report By
 RY0075  HISTORY     - UNK      MONUMENTED       BPR
 RY0075  HISTORY     - 1950     GOOD             NGS
 RY0075  HISTORY     - 1956     GOOD             NGS
 RY0075  HISTORY     - 1980     POOR             NGS
 RY0075
 RY0075                          STATION DESCRIPTION
 RY0075
 RY0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0075'10.1 MI W FROM LOLO.
 RY0075'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0075'AT LOLO, THENCE 10.0 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, 0.1
 RY0075'MILE WEST OF JUNCTION OF A NORTH-SOUTH DIRT ROAD, ABOUT 100 YARDS
 RY0075'SOUTHEAST OF A FARM HOUSE, 80 FEET EAST OF A TELEPHONE POLE, 50 FEET
 RY0075'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET SOUTHWEST OF WHITE
 RY0075'WOODEN HIGHWAY MARKER POST 820, 2 FEET SOUTH OF A FENCE, ABOUT 4 FEET
 RY0075'LOWER THAN THE HIGHWAY, CONCRETE POST PROJECTS 0.6 FOOT.
 RY0075
 RY0075                          STATION RECOVERY (1956)
 RY0075
 RY0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0075'RECOVERED IN GOOD CONDITION.
 RY0075
 RY0075                          STATION RECOVERY (1980)
 RY0075
 RY0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0075'BENCH MARK WAS RECOVERED ON THIS DATE AS DESCRIBED. NOTE-MARK IS
 RY0075'LOOSE AND POST APPEARS TO BE BROKEN, MARK NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0076 ***********************************************************************
 RY0076  DESIGNATION -  HIGHWAY 12 STA 876+35
 RY0076  PID         -  RY0076
 RY0076  STATE/COUNTY-  MT/MISSOULA
 RY0076  USGS QUAD   -  CAMP CREEK (1964)
 RY0076
 RY0076                         *CURRENT SURVEY CONTROL
 RY0076  ___________________________________________________________________
 RY0076* NAD 83(1986)-  46 45 40.     (N)    114 15 35.     (W)     SCALED    
 RY0076* NAVD 88     -      1072.613  (meters)    3519.06   (feet)  ADJUSTED  
 RY0076  ___________________________________________________________________
 RY0076  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 RY0076  DYNAMIC HT  -        1072.418 (meters)    3518.42  (feet)  COMP
 RY0076  MODELED GRAV-     980,396.5   (mgal)                       NAVD 88
 RY0076
 RY0076  VERT ORDER  -  FIRST     CLASS II
 RY0076
 RY0076.The horizontal coordinates were scaled from a topographic map and have
 RY0076.an estimated accuracy of +/- 6 seconds.
 RY0076
 RY0076.The orthometric height was determined by differential leveling
 RY0076.and adjusted by the National Geodetic Survey in June 1991..
 RY0076
 RY0076.The geoid height was determined by GEOID03.
 RY0076
 RY0076.The dynamic height is computed by dividing the NAVD 88
 RY0076.geopotential number by the normal gravity value computed on the
 RY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0076.degrees latitude (g = 980.6199 gals.).
 RY0076
 RY0076.The modeled gravity was interpolated from observed gravity values.
 RY0076
 RY0076;                    North         East    Units  Estimated Accuracy
 RY0076;SPC MT       -   290,080.      236,830.      MT  (+/- 180 meters Scaled)
 RY0076
 RY0076                          SUPERSEDED SURVEY CONTROL
 RY0076
 RY0076.No superseded survey control is available for this station.
 RY0076
 RY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM092822(NAD 83)
 RY0076_MARKER: DD = SURVEY DISK
 RY0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0076_MARK LOGO: BPR   
 RY0076_PROJECTION: PROJECTING 17 CENTIMETERS
 RY0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0076+STABILITY: SURFACE MOTION
 RY0076
 RY0076  HISTORY     - Date     Condition        Report By
 RY0076  HISTORY     - UNK      MONUMENTED       BPR
 RY0076  HISTORY     - 1950     GOOD             NGS
 RY0076  HISTORY     - 1956     GOOD             NGS
 RY0076  HISTORY     - 1980     GOOD             NGS
 RY0076
 RY0076                          STATION DESCRIPTION
 RY0076
 RY0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0076'9.0 MI W FROM LOLO.
 RY0076'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0076'AT LOLO, THENCE 8.9 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, 0.55
 RY0076'MILE EAST OF JUNCTION OF A FARM ROAD NORTH, 81 YARDS EAST OF EAST END
 RY0076'OF A POLE GATE, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 25.5
 RY0076'FEET WEST OF A TELEPHONE POLE, 2.1 FEET EAST OF A WITNESS POST, 1.5
 RY0076'FEET LOWER THAN THE HIGHWAY, 2 FEET SOUTH OF A FENCE, CONCRETE POST
 RY0076'PROJECTS 0.5 FOOT.
 RY0076
 RY0076                          STATION RECOVERY (1956)
 RY0076
 RY0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0076'RECOVERED IN GOOD CONDITION.
 RY0076
 RY0076                          STATION RECOVERY (1980)
 RY0076
 RY0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0076'14.8 KILOMETERS (9.2 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0076'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.7 KILOMETER (0.45 MILE)
 RY0076'NORTHWEST OF HIGHWAY MILEPOST 24, 0.5 KILOMETER (0.3 MILE) NORTHWEST
 RY0076'OF THE T JUNCTION OF SCHOOL HOUSE GULTCH ROAD LEADING NORTHEAST TO
 RY0076'THE WOODMAN SCHOOL, 11.4 METERS (37.4 FEET) NORTHEAST OF THE
 RY0076'CENTERLINE OF THE HIGHWAY, 72.0 METERS (236 FEET) SOUTHEAST OF THE
 RY0076'SOUTHEAST END OF A WOODEN GATE FOR A FIELD ENTRANCE ROAD, 42.0 METERS
 RY0076'(138 FEET) SOUTHEAST OF AN UNDERGROUND TELEPHONE-CABLE WITNESS POST,
 RY0076'4.0 METERS (13.0 FEET) SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 RY0076'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 RY0076'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0077 ***********************************************************************
 RY0077  DESIGNATION -  HIGHWAY 12 STA 897+40
 RY0077  PID         -  RY0077
 RY0077  STATE/COUNTY-  MT/MISSOULA
 RY0077  USGS QUAD   -  CAMP CREEK (1964)
 RY0077
 RY0077                         *CURRENT SURVEY CONTROL
 RY0077  ___________________________________________________________________
 RY0077* NAD 83(1986)-  46 45 29.     (N)    114 15 08.     (W)     SCALED    
 RY0077* NAVD 88     -      1066.568  (meters)    3499.23   (feet)  ADJUSTED  
 RY0077  ___________________________________________________________________
 RY0077  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 RY0077  DYNAMIC HT  -        1066.371 (meters)    3498.59  (feet)  COMP
 RY0077  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 RY0077
 RY0077  VERT ORDER  -  FIRST     CLASS II
 RY0077
 RY0077.The horizontal coordinates were scaled from a topographic map and have
 RY0077.an estimated accuracy of +/- 6 seconds.
 RY0077
 RY0077.The orthometric height was determined by differential leveling
 RY0077.and adjusted by the National Geodetic Survey in June 1991..
 RY0077
 RY0077.The geoid height was determined by GEOID03.
 RY0077
 RY0077.The dynamic height is computed by dividing the NAVD 88
 RY0077.geopotential number by the normal gravity value computed on the
 RY0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0077.degrees latitude (g = 980.6199 gals.).
 RY0077
 RY0077.The modeled gravity was interpolated from observed gravity values.
 RY0077
 RY0077;                    North         East    Units  Estimated Accuracy
 RY0077;SPC MT       -   289,700.      237,380.      MT  (+/- 180 meters Scaled)
 RY0077
 RY0077                          SUPERSEDED SURVEY CONTROL
 RY0077
 RY0077.No superseded survey control is available for this station.
 RY0077
 RY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM098819(NAD 83)
 RY0077_MARKER: DD = SURVEY DISK
 RY0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0077_SP_SET: SIPHON
 RY0077_MARK LOGO: BPR   
 RY0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0077
 RY0077  HISTORY     - Date     Condition        Report By
 RY0077  HISTORY     - UNK      MONUMENTED       BPR
 RY0077  HISTORY     - 1950     GOOD             NGS
 RY0077  HISTORY     - 1980     GOOD             NGS
 RY0077
 RY0077                          STATION DESCRIPTION
 RY0077
 RY0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0077'8.6 MI W FROM LOLO.
 RY0077'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0077'AT LOLO, THENCE 8.5 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, 0.1
 RY0077'MILE EAST OF A JUNCTION OF A NORTH-SOUTH ROAD, IN TOP OF THE SOUTHEAST
 RY0077'CORNER OF AN IRRIGATION SIPHON, 30 FEET NORTH OF THE CENTER LINE OF
 RY0077'THE HIGHWAY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 RY0077
 RY0077                          STATION RECOVERY (1980)
 RY0077
 RY0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0077'14.2 KILOMETERS (8.8 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0077'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.2 KILOMETER (0.1  MILE)
 RY0077'SOUTHEAST OF THE T JUNCTION OF SCHOOL HOUSE GULTCH ROAD LEADING
 RY0077'NORTHEAST TO WOODMAN SCHOOL, IN LINE WITH A POWER LINE CROSSING THE
 RY0077'HIGHWAY, SET IN TOP OF THE SOUTH CORNER OF A CONCRETE IRRIGATION
 RY0077'SIPHON, 95.6 METERS (314 FEET) NORTHWEST ACROSS THE HIGHWAY FROM
 RY0077'MILEPOST 24, 7.9 METERS (26.0 FEET) NORTHEAST OF THE CENTERLINE OF THE
 RY0077'HIGHWAY, 25.0 METERS (82.0 FEET) NORTH AND ACROSS THE HIGHWAY FROM
 RY0077'Y JUNCTION POWER LINE POLE NUMBER 141, 24.0 METERS (78.7 FEET) SOUTH
 RY0077'OF POWER LINE POLE NUMBER 141 R 1 WITH A TRANSFORMER, 15.0 METERS
 RY0077'(49.2 FEET) SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 3.4 METERS
 RY0077'(11.0 FEET) SOUTH-SOUTHEAST OF AN UNDERGROUND CABLE WITNESS POST.
 RY0077'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0078 ***********************************************************************
 RY0078  DESIGNATION -  HIGHWAY 12 STA 930+00
 RY0078  PID         -  RY0078
 RY0078  STATE/COUNTY-  MT/MISSOULA
 RY0078  USGS QUAD   -  BLUE MOUNTAIN (1978)
 RY0078
 RY0078                         *CURRENT SURVEY CONTROL
 RY0078  ___________________________________________________________________
 RY0078* NAD 83(1986)-  46 45 19.     (N)    114 14 24.     (W)     SCALED    
 RY0078* NAVD 88     -      1058.353  (meters)    3472.28   (feet)  ADJUSTED  
 RY0078  ___________________________________________________________________
 RY0078  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 RY0078  DYNAMIC HT  -        1058.160 (meters)    3471.65  (feet)  COMP
 RY0078  MODELED GRAV-     980,395.9   (mgal)                       NAVD 88
 RY0078
 RY0078  VERT ORDER  -  FIRST     CLASS II
 RY0078
 RY0078.The horizontal coordinates were scaled from a topographic map and have
 RY0078.an estimated accuracy of +/- 6 seconds.
 RY0078
 RY0078.The orthometric height was determined by differential leveling
 RY0078.and adjusted by the National Geodetic Survey in June 1991..
 RY0078
 RY0078.The geoid height was determined by GEOID03.
 RY0078
 RY0078.The dynamic height is computed by dividing the NAVD 88
 RY0078.geopotential number by the normal gravity value computed on the
 RY0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0078.degrees latitude (g = 980.6199 gals.).
 RY0078
 RY0078.The modeled gravity was interpolated from observed gravity values.
 RY0078
 RY0078;                    North         East    Units  Estimated Accuracy
 RY0078;SPC MT       -   289,340.      238,290.      MT  (+/- 180 meters Scaled)
 RY0078
 RY0078                          SUPERSEDED SURVEY CONTROL
 RY0078
 RY0078  NGVD 29 (??/??/92) 1057.25   (m)         3468.7    (f) COMPUTED    1 2
 RY0078
 RY0078.Superseded values are not recommended for survey control.
 RY0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0078.See file dsdata.txt to determine how the superseded data were derived.
 RY0078
 RY0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM107816(NAD 83)
 RY0078_MARKER: DD = SURVEY DISK
 RY0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0078_MARK LOGO: BPR   
 RY0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0078+STABILITY: SURFACE MOTION
 RY0078
 RY0078  HISTORY     - Date     Condition        Report By
 RY0078  HISTORY     - UNK      MONUMENTED       BPR
 RY0078  HISTORY     - 1950     GOOD             NGS
 RY0078  HISTORY     - 1956     GOOD             NGS
 RY0078  HISTORY     - 1980     POOR             NGS
 RY0078
 RY0078                          STATION DESCRIPTION
 RY0078
 RY0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0078'8.0 MI W FROM LOLO.
 RY0078'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0078'AT LOLO, THENCE 7.9 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, 92
 RY0078'YARDS WEST OF APPROXIMATE CENTER OF JUNCTION OF ROAD SOUTH, 47 FEET
 RY0078'NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTH OF A WHITE
 RY0078'WOODEN MARKER POST FOR HIGHWAY STATION 930, ABOUT 4.0 FEET LOWER THAN
 RY0078'HIGHWAY, CONCRETE POST PROJECTS 6 INCHES.
 RY0078
 RY0078                          STATION RECOVERY (1956)
 RY0078
 RY0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0078'RECOVERED IN GOOD CONDITION.
 RY0078
 RY0078                          STATION RECOVERY (1980)
 RY0078
 RY0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0078'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THE DISK HAS
 RY0078'BEEN DEFACED, MARK NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0079 ***********************************************************************
 RY0079  DESIGNATION -  HIGHWAY 12 STA 957+85
 RY0079  PID         -  RY0079
 RY0079  STATE/COUNTY-  MT/MISSOULA
 RY0079  USGS QUAD   -  BLUE MOUNTAIN (1978)
 RY0079
 RY0079                         *CURRENT SURVEY CONTROL
 RY0079  ___________________________________________________________________
 RY0079* NAD 83(1986)-  46 45 17.     (N)    114 13 45.     (W)     SCALED    
 RY0079* NAVD 88     -      1054.728  (meters)    3460.39   (feet)  ADJUSTED  
 RY0079  ___________________________________________________________________
 RY0079  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 RY0079  DYNAMIC HT  -        1054.544 (meters)    3459.78  (feet)  COMP
 RY0079  MODELED GRAV-     980,403.5   (mgal)                       NAVD 88
 RY0079
 RY0079  VERT ORDER  -  FIRST     CLASS II
 RY0079
 RY0079.The horizontal coordinates were scaled from a topographic map and have
 RY0079.an estimated accuracy of +/- 6 seconds.
 RY0079
 RY0079.The orthometric height was determined by differential leveling
 RY0079.and adjusted by the National Geodetic Survey in June 1991..
 RY0079.WARNING-Repeat measurements at this control monument indicate possible
 RY0079.vertical movement.
 RY0079
 RY0079.The geoid height was determined by GEOID03.
 RY0079
 RY0079.The dynamic height is computed by dividing the NAVD 88
 RY0079.geopotential number by the normal gravity value computed on the
 RY0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0079.degrees latitude (g = 980.6199 gals.).
 RY0079
 RY0079.The modeled gravity was interpolated from observed gravity values.
 RY0079
 RY0079;                    North         East    Units  Estimated Accuracy
 RY0079;SPC MT       -   289,230.      239,110.      MT  (+/- 180 meters Scaled)
 RY0079
 RY0079                          SUPERSEDED SURVEY CONTROL
 RY0079
 RY0079.No superseded survey control is available for this station.
 RY0079
 RY0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM116816(NAD 83)
 RY0079_MARKER: DD = SURVEY DISK
 RY0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0079_SP_SET: SIPHON
 RY0079_MARK LOGO: BPR   
 RY0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0079
 RY0079  HISTORY     - Date     Condition        Report By
 RY0079  HISTORY     - UNK      MONUMENTED       BPR
 RY0079  HISTORY     - 1950     GOOD             NGS
 RY0079  HISTORY     - 1980     GOOD             NGS
 RY0079
 RY0079                          STATION DESCRIPTION
 RY0079
 RY0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0079'7.5 MI W FROM LOLO.
 RY0079'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0079'AT LOLO, THENCE 7.4 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0079'ABOUT 150 YARDS NORTHEAST OF A WHITE FRAME HOUSE, IN THE TOP OF THE
 RY0079'WEST CORNER OF A CONCRETE IRRIGATION SIPHON, 42 FEET NORTHWEST OF THE
 RY0079'CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 RY0079
 RY0079                          STATION RECOVERY (1980)
 RY0079
 RY0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0079'12.3 KILOMETERS (7.65 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0079'JUNCTION OF U.S. HIGHWAY 93 IN LOLO, 0.2 KILOMETER (0.1 MILE) EAST OF
 RY0079'HIGHWAY MILEPOST 25, SET IN THE NORTHWEST CORNER OF THE T JUNCTION
 RY0079'OF A PRIVATE DRIVE LEADING NORTH, IN LINE WITH A POWER LINE CROSSING
 RY0079'THE HIGHWAY, SET IN TOP OF THE NORTHWEST CORNER OF A CONCRETE
 RY0079'IRRIGATION SIPHON, 11.1 METERS (36.4 FEET) NORTH OF THE CENTERLINE OF
 RY0079'THE HIGHWAY, 62.2 METERS (204 FEET) WEST OF THE CENTERLINE OF THE
 RY0079'PRIVATE DRIVE, 25.5 METERS (83.6 FEET) NORTH ACROSS THE HIGHWAY FROM
 RY0079'T JUNCTION POWER LINE POLE NUMBER 125, 9.0 METERS (29.5 FEET) WEST OF
 RY0079'A CORNER POST OF A SPLIT-RAIL FENCE AROUND A RANCH HOUSE, 4.9 METERS
 RY0079'(16.0 FEET) EAST OF THE CENTER OF A PASTURE ENTRANCE AND WOODEN
 RY0079'GATE, 1.6 METERS (5.3 FEET) SOUTH OF THE FENCE LINE.
 RY0079'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0080 ***********************************************************************
 RY0080  DESIGNATION -  HIGHWAY 12 STA 983+20
 RY0080  PID         -  RY0080
 RY0080  STATE/COUNTY-  MT/MISSOULA
 RY0080  USGS QUAD   -  BLUE MOUNTAIN (1978)
 RY0080
 RY0080                         *CURRENT SURVEY CONTROL
 RY0080  ___________________________________________________________________
 RY0080* NAD 83(1986)-  46 45 17.     (N)    114 13 08.     (W)     SCALED    
 RY0080* NAVD 88     -      1047.929  (meters)    3438.08   (feet)  ADJUSTED  
 RY0080  ___________________________________________________________________
 RY0080  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 RY0080  DYNAMIC HT  -        1047.742 (meters)    3437.47  (feet)  COMP
 RY0080  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 RY0080
 RY0080  VERT ORDER  -  FIRST     CLASS II
 RY0080
 RY0080.The horizontal coordinates were scaled from a topographic map and have
 RY0080.an estimated accuracy of +/- 6 seconds.
 RY0080
 RY0080.The orthometric height was determined by differential leveling
 RY0080.and adjusted by the National Geodetic Survey in June 1991..
 RY0080
 RY0080.The geoid height was determined by GEOID03.
 RY0080
 RY0080.The dynamic height is computed by dividing the NAVD 88
 RY0080.geopotential number by the normal gravity value computed on the
 RY0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0080.degrees latitude (g = 980.6199 gals.).
 RY0080
 RY0080.The modeled gravity was interpolated from observed gravity values.
 RY0080
 RY0080;                    North         East    Units  Estimated Accuracy
 RY0080;SPC MT       -   289,180.      239,890.      MT  (+/- 180 meters Scaled)
 RY0080
 RY0080                          SUPERSEDED SURVEY CONTROL
 RY0080
 RY0080  NGVD 29 (??/??/92) 1046.83   (m)         3434.5    (f) COMPUTED    1 2
 RY0080
 RY0080.Superseded values are not recommended for survey control.
 RY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0080.See file dsdata.txt to determine how the superseded data were derived.
 RY0080
 RY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM123816(NAD 83)
 RY0080_MARKER: DD = SURVEY DISK
 RY0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0080_MARK LOGO: BPR   
 RY0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0080+STABILITY: SURFACE MOTION
 RY0080
 RY0080  HISTORY     - Date     Condition        Report By
 RY0080  HISTORY     - UNK      MONUMENTED       BPR
 RY0080  HISTORY     - 1950     GOOD             NGS
 RY0080  HISTORY     - 1956     GOOD             NGS
 RY0080  HISTORY     - 1980     POOR             NGS
 RY0080
 RY0080                          STATION DESCRIPTION
 RY0080
 RY0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0080'7.0 MI W FROM LOLO.
 RY0080'0.1 MILE SOUTH ALONG U. S. HIGHWAY 93 FROM THE LOLO COMMUNITY CHURCH
 RY0080'AT LOLO, THENCE 6.9 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0080'ABOUT 170 YARDS EAST OF A FARMHOUSE, 92 YARDS EAST OF APPROXIMATE
 RY0080'CENTER OF JUNCTION OF NORTH-SOUTH ROAD, 55.5 FEET EAST OF CENTER OF
 RY0080'NORTH END OF 12-INCH CONCRETE PIPE CULVERT, 43 FEET NORTH OF THE
 RY0080'CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF WEST END OF A WIRE
 RY0080'GATE, 8.5 FEET SOUTH OF A FENCE, 3.1 FEET WEST OF A WITNESS POST,
 RY0080'LEVEL WITH THE HIGHWAY, CONCRETE POST PROJECTS 5 INCHES.
 RY0080
 RY0080                          STATION RECOVERY (1956)
 RY0080
 RY0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0080'RECOVERED IN GOOD CONDITION.
 RY0080
 RY0080                          STATION RECOVERY (1980)
 RY0080
 RY0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0080'BENCH MARK RECOVERED ON THIS DATE AND FOUND TO BE LEANING, NOTE-THIS
 RY0080'MARK WAS NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1526 ***********************************************************************
 SS1526  DESIGNATION -  HIGHWOOD
 SS1526  PID         -  SS1526
 SS1526  STATE/COUNTY-  MT/CHOUTEAU
 SS1526  USGS QUAD   -  HIGHWOOD BALDY (1995)
 SS1526
 SS1526                         *CURRENT SURVEY CONTROL
 SS1526  ___________________________________________________________________
 SS1526* NAD 83(1992)-  47 26 31.12675(N)    110 37 51.36893(W)     ADJUSTED  
 SS1526* NAVD 88     -      2340.7    (meters)    7679.     (feet)  VERTCON   
 SS1526  ___________________________________________________________________
 SS1526  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 SS1526  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 SS1526
 SS1526  HORZ ORDER  -  FIRST
 SS1526
 SS1526.The horizontal coordinates were established by classical geodetic methods
 SS1526.and adjusted by the National Geodetic Survey in July 1992..
 SS1526
 SS1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1526
 SS1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1526
 SS1526.The geoid height was determined by GEOID03.
 SS1526
 SS1526;                    North         East     Units Scale Factor Converg.
 SS1526;SPC MT       -   355,300.634   514,749.809   MT  0.99942068   -0 49 38.2
 SS1526;SPC MT       - 1,165,684.49  1,688,811.71   iFT  0.99942068   -0 49 38.2
 SS1526;UTM  12      - 5,254,347.623   527,826.082   MT  0.99960952   +0 16 18.7
 SS1526
 SS1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1526!SPC MT       -   0.99963530  x   0.99942068  =   0.99905619
 SS1526!UTM  12      -   0.99963530  x   0.99960952  =   0.99924496
 SS1526
 SS1526:                Primary Azimuth Mark                     Grid Az
 SS1526:SPC MT       -  HIGHWOOD MTNS E GROUP HIGH PK            104 03 12.7
 SS1526:UTM  12      -  HIGHWOOD MTNS E GROUP HIGH PK            102 57 15.8
 SS1526
 SS1526|---------------------------------------------------------------------|
 SS1526| PID    Reference Object                     Distance      Geod. Az  |
 SS1526|                                                           dddmmss.s |
 SS1526| SS1517 HIGHWOOD MTNS E GROUP HIGH PK       APPROX. 8.1 KM 1031334.5 |
 SS1526| CQ6729 HIGHWOOD RM 1                        23.645 METERS 15015     |
 SS1526| SS1533 BARKER MOUNTAINS HIGHEST PEAK       APPROX.39.2 KM 1843819.0 |
 SS1526| SS1419 GREAT FALLS ANACONDA MINE STK       APPROX.48.6 KM 2813045.7 |
 SS1526| CQ6730 HIGHWOOD RM 2                         7.716 METERS 28532     |
 SS1526| SS1564 WOOD                                APPROX.30.7 KM 3220009.7 |
 SS1526|---------------------------------------------------------------------|
 SS1526
 SS1526                          SUPERSEDED SURVEY CONTROL
 SS1526
 SS1526  NAD 83(1986)-  47 26 31.12436(N)    110 37 51.35037(W) AD(       ) 1
 SS1526  NAD 27      -  47 26 31.24460(N)    110 37 48.58480(W) AD(       ) 1
 SS1526  NGVD 29 (07/19/86) 2339.7    (m)         7676.     (f) VERT ANG       
 SS1526
 SS1526.Superseded values are not recommended for survey control.
 SS1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1526.See file dsdata.txt to determine how the superseded data were derived.
 SS1526
 SS1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2782654348(NAD 83)
 SS1526_MARKER: DS = TRIANGULATION STATION DISK
 SS1526_SETTING: 80 = SET IN A BOULDER
 SS1526_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SS1526
 SS1526  HISTORY     - Date     Condition        Report By
 SS1526  HISTORY     - 1923     MONUMENTED       CGS
 SS1526  HISTORY     - 1934     GOOD             CGS
 SS1526  HISTORY     - 1940     GOOD             CGS
 SS1526  HISTORY     - 1948     GOOD             CGS
 SS1526  HISTORY     - 1949     GOOD             CGS
 SS1526  HISTORY     - 1961     GOOD             CGS
 SS1526  HISTORY     - 1973     MARK NOT FOUND   USGS
 SS1526
 SS1526                          STATION DESCRIPTION
 SS1526
 SS1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (WM)
 SS1526'ABOUT 33 MILES S OF E FROM GREAT FALLS, 15 MILES SE FROM
 SS1526'HIGHWOOD RAILWAY STATION, 6 MILES S OF UPPER HIGHWOOD SETTLEMENT,
 SS1526'ON THE SUMMIT OF THE HIGHEST PEAK OF THE HIGHWOOD MOUNTAINS.
 SS1526'THIS IS A GROUP OF DETACHED MOUNTAINS, AND THE STATION IS ON THE
 SS1526'HIGHEST, SHARP, AND VERY PROMINENT PEAK, WHICH IS VISIBLE FOR 100
 SS1526'MILES OR MORE FROM THE N AND W.
 SS1526'
 SS1526'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 SS1526'A FIRM BOULDER.
 SS1526'
 SS1526'REFERENCE MARKS ARE STANDARD DISKS SET IN CRACKS IN ROCK
 SS1526'OUTCROP.
 SS1526'
 SS1526'STATION CAN BE REACHED FROM GREAT FALLS BY FOLLOWING THE
 SS1526'HIGHWOOD CREEK ROAD TO UPPER HIGHWOOD, THENCE UP CREEK TO
 SS1526'HIGHWOOD RANGER STATION.  FROM RANGER STATION, FOLLOW RIDGES
 SS1526'IN A SOUTHWESTERLY DIRECTION TO THE STATION.  PACK ANIMALS
 SS1526'CAN BE TAKEN WITHIN 1/4 MILE OF THE STATION.
 SS1526
 SS1526                          STATION RECOVERY (1934)
 SS1526
 SS1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 SS1526'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 SS1526'
 SS1526'REACHED FROM GREAT FALLS BY FOLLOWING HIGHWOOD CREEK ROAD
 SS1526'TO UPPER HIGHWOOD, THEN CONTINUE ON THE HIGHWOOD RANGER
 SS1526'STATION.  FROM RANGER STATION, FOLLOW RIDGES IN SOUTHWESTERLY
 SS1526'DIRECTION TO STATION.  PACK ANIMALS CAN BE SECURED AT THE
 SS1526'COW CAMP 1 MILE S OF THE RANGER STATION AND CAN BE TAKEN TO
 SS1526'WITHIN 1/4 MILE OF THE STATION.  ABOUT A 4-MILE PACK.  ABOUT
 SS1526'3-1/2 HOURS TIME.
 SS1526
 SS1526                          STATION RECOVERY (1940)
 SS1526
 SS1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SS1526'ALL MARKS FOUND IN GOOD CONDITION AND WERE STAMPED HIGHWOOD 1923.
 SS1526'
 SS1526'TO REACH FROM THE MILWAUKEE DEPOT IN GREAT FALLS GO E ON U.S.
 SS1526'HIGHWAYS 87 AND 89 FOR 5.3 MILES TO THE GREEN MILL NITE CLUB,
 SS1526'WHERE PAVEMENT TURNS RIGHT, S.  CONTINUE S ON PAVEMENT FOR
 SS1526'0.3 MILE, TO WHERE GRAVELED ROAD CROSSES HIGHWAY (FIRST CROSS
 SS1526'ROAD S OF GREEN MILL NITE CLUB), THEN TURN LEFT (E) ON THIS
 SS1526'GRAVELED ROAD, KEEPING MAIN-TRAVELED ROAD E FOR 35 MILES TO THE
 SS1526'ARROW PEAK RANCH, WHICH LIES AT THE N BASE OF HIGHWOOD PEAK.
 SS1526'CONTINUE E, ON ONLY ROAD, FOR 2.0 MILES TO THE HIGHWOOD RANGER
 SS1526'STATION, AND ROAD FORKS.  THEN TAKE RIGHT FORK S AND GO 0.25
 SS1526'MILE ACROSS CREEK, TO THE END OF TRUCK TRAVEL.  FROM HERE
 SS1526'PACK UP RAVINE TO THE RIGHT TO THE TOP OF RIDGE.  THEN
 SS1526'FOLLOW RIDGE S TO THE HIGHEST POINT AND STATION.  A HARD
 SS1526'3-HOUR PACK.
 SS1526'
 SS1526'THE STATION WAS VISITED ONLY BY A LIGHTKEEPER AND WAS NOT
 SS1526'OCCUPIED.
 SS1526
 SS1526                          STATION RECOVERY (1948)
 SS1526
 SS1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JAW)
 SS1526'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN
 SS1526'GOOD CONDITION.
 SS1526'
 SS1526'REACH FROM THE SCHOOLHOUSE NO. 28 IN THE VILLAGE OF HIGHWOOD
 SS1526'AS FOLLOWS--GO W. PAST SMALL CHURCH FOR 0.7 MILE TO ROAD
 SS1526'FORK, JUST AFTER CROSSING THE RAILROAD, TAKE LEFT FORK UP HILL
 SS1526'FOR 2.0 MILES TO CROSS ROAD, TURN LEFT E. FOR 5.4 MILES
 SS1526'TO T ROAD, TURN LEFT E, FOLLOW CREEK ROAD FOR 8.7 MILES TO
 SS1526'CATTLE GUARD AND ROAD FORK, (LEFT FORK GOES TO THE RANGER
 SS1526'STATION, TELEPHONE ON THE PORCH).  TAKE RIGHT FORK FOR 0.15
 SS1526'MILE TO FENCE GAP ON THE RIGHT AND ETT.  GO RIGHT THROUGH
 SS1526'FENCE GAP AND CONTINUE UP THE CREEK, CONTINUE AHEAD SW UP THE
 SS1526'HILL TO TOP AND STATION.  A VERY STEEP CLIMB ABOUT 4 MILES.
 SS1526'5 HOUR PACK.
 SS1526'
 SS1526'PACK ANIMALS CAN BE SECURED AT COW CAMP 1.5 MILE SOUTH OF THE
 SS1526'END OF TRUCK TRAVEL.
 SS1526'
 SS1526'4 FT. STAND WILL CLEAR ALL LINES.
 SS1526
 SS1526                          STATION RECOVERY (1949)
 SS1526
 SS1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1526'STATION WAS RECOVERED.
 SS1526'
 SS1526'ALL MARKS WERE FOUND IN GOOD CONDITION WITH THE EXCEPTION OF
 SS1526'REFERENCE MARK NO. 1 WHICH WAS NOT FOUND.  A SEARCH WAS MADE
 SS1526'FOR THIS MARK BUT IT COULD NOT BE LOCATED DUE TO THE DARKNESS.
 SS1526'
 SS1526'STATION WAS NOT OCCUPIED BUT WAS USED ONLY AS A LIGHT STAND.
 SS1526
 SS1526                          STATION RECOVERY (1961)
 SS1526
 SS1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1526'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN
 SS1526'GOOD CONDITION.
 SS1526'
 SS1526'A HELICOPTER WAS USED TO REACH THE STATION.
 SS1526
 SS1526                          STATION RECOVERY (1973)
 SS1526
 SS1526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RN)
 SS1526'ASSUMED DESTROYED BY BUILDING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1677 ***********************************************************************
 SS1677  DESIGNATION -  HIGHWOOD TP
 SS1677  PID         -  SS1677
 SS1677  STATE/COUNTY-  MT/CHOUTEAU
 SS1677  USGS QUAD   -  LANDER CROSSING (1954)
 SS1677
 SS1677                         *CURRENT SURVEY CONTROL
 SS1677  ___________________________________________________________________
 SS1677* NAD 83(1992)-  47 39 25.91685(N)    110 52 50.05204(W)     ADJUSTED  
 SS1677* NAVD 88     -      1043.     (meters)    3422.     (feet)  SCALED    
 SS1677  ___________________________________________________________________
 SS1677  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 SS1677  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 SS1677
 SS1677  HORZ ORDER  -  THIRD
 SS1677
 SS1677.The horizontal coordinates were established by classical geodetic methods
 SS1677.and adjusted by the National Geodetic Survey in July 1992..
 SS1677
 SS1677.The orthometric height was scaled from a topographic map.
 SS1677
 SS1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1677
 SS1677.The geoid height was determined by GEOID03.
 SS1677
 SS1677;                    North         East     Units Scale Factor Converg.
 SS1677;SPC MT       -   379,513.573   496,355.603   MT  0.99945594   -1 00 35.6
 SS1677;SPC MT       - 1,245,123.27  1,628,463.26   iFT  0.99945594   -1 00 35.6
 SS1677;UTM  12      - 5,278,207.382   508,967.798   MT  0.99960099   +0 05 17.8
 SS1677
 SS1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1677!SPC MT       -   0.99983880  x   0.99945594  =   0.99929483
 SS1677!UTM  12      -   0.99983880  x   0.99960099  =   0.99943985
 SS1677
 SS1677                          SUPERSEDED SURVEY CONTROL
 SS1677
 SS1677  NAD 83(1986)-  47 39 25.91363(N)    110 52 50.03080(W) AD(       ) 3
 SS1677
 SS1677.Superseded values are not recommended for survey control.
 SS1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1677.See file dsdata.txt to determine how the superseded data were derived.
 SS1677
 SS1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0896878207(NAD 83)
 SS1677_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SS1677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1677_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1677
 SS1677  HISTORY     - Date     Condition        Report By
 SS1677  HISTORY     - 1889     MONUMENTED       MORC
 SS1677
 SS1677                          STATION DESCRIPTION
 SS1677
 SS1677'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SS1677'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0542 ***********************************************************************
 RW0542  DESIGNATION -  HILGER
 RW0542  PID         -  RW0542
 RW0542  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0542  USGS QUAD   -  UPPER HOLTER LAKE (1979)
 RW0542
 RW0542                         *CURRENT SURVEY CONTROL
 RW0542  ___________________________________________________________________
 RW0542* NAD 83(1992)-  46 46 12.78700(N)    111 55 57.18100(W)     ADJUSTED  
 RW0542* NAVD 88     -      1552.     (meters)    5092.     (feet)  SCALED    
 RW0542  ___________________________________________________________________
 RW0542  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 RW0542  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RW0542
 RW0542  HORZ ORDER  -  THIRD
 RW0542
 RW0542.The horizontal coordinates were established by classical geodetic methods
 RW0542.and adjusted by the National Geodetic Survey in July 1992..
 RW0542
 RW0542.The orthometric height was scaled from a topographic map.
 RW0542
 RW0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0542
 RW0542.The geoid height was determined by GEOID03.
 RW0542
 RW0542;                    North         East     Units Scale Factor Converg.
 RW0542;SPC MT       -   282,931.611   414,339.324   MT  0.99940154   -1 46 45.9
 RW0542;SPC MT       -   928,253.32  1,359,380.98   iFT  0.99940154   -1 46 45.9
 RW0542;UTM  12      - 5,180,052.055   428,799.138   MT  0.99966231   -0 40 46.2
 RW0542
 RW0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0542!SPC MT       -   0.99975882  x   0.99940154  =   0.99916050
 RW0542!UTM  12      -   0.99975882  x   0.99966231  =   0.99942121
 RW0542
 RW0542                          SUPERSEDED SURVEY CONTROL
 RW0542
 RW0542  NAD 83(1986)-  46 46 12.79247(N)    111 55 57.17037(W) AD(       ) 3
 RW0542
 RW0542.Superseded values are not recommended for survey control.
 RW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0542.See file dsdata.txt to determine how the superseded data were derived.
 RW0542
 RW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2879980052(NAD 83)
 RW0542_MARKER: DS = TRIANGULATION STATION DISK
 RW0542_SETTING: 66 = SET IN ROCK OUTCROP
 RW0542_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RW0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0542
 RW0542  HISTORY     - Date     Condition        Report By
 RW0542  HISTORY     - 1891     MONUMENTED       MORC
 RW0542  HISTORY     - 1958     GOOD             USGS
 RW0542
 RW0542                          STATION DESCRIPTION
 RW0542
 RW0542'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RW0542'STATION IS ON LEFT BANK, ON A HIGH PLATEAU-TOPPED HILL, ABOUT 4 MI. S.
 RW0542'OF RANCH OF N. HILGER.  IT IS 20 FT. FROM S. EDGE OF HILL, LARGE
 RW0542'BOULDER IS JUST SW. OF STATION, HIGHEST HILL ON LEFT BANK WITHIN 8 MI.
 RW0542'
 RW0542'RECOVERED BY USGS IN 1901.
 RW0542'
 RW0542'STATION RECOVERED BY USFS IN 1938 AS DESCRIBED BY MORC.
 RW0542'
 RW0542'RECOVERED BY USGS IN 1958 AS DESCRIBED BY MORC.
 RW0542'
 RW0542'TO REACH FROM HELENA VIA HIGHWAY 91, 7.0 MI., THENCE E. 4 MI., THENCE
 RW0542'N. AND NE. ON RD. TO BEACON 42 TO TOP OF DIVIDE, THENCE ON FOOT TO
 RW0542'STATION, ABOUT 20 MINUTE PACK (USFS DESCRIPTION).
 RW0542'
 RW0542'STATION MARK--A 1/4 IN. COPPER BOLT, LEADED INTO ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0543 ***********************************************************************
 RW0543  DESIGNATION -  HILGER 2
 RW0543  PID         -  RW0543
 RW0543  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0543  USGS QUAD   -  UPPER HOLTER LAKE (1979)
 RW0543
 RW0543                         *CURRENT SURVEY CONTROL
 RW0543  ___________________________________________________________________
 RW0543* NAD 83(1992)-  46 46 15.56612(N)    111 56 02.12091(W)     ADJUSTED  
 RW0543* NAVD 88     -      1612.5    (meters)    5290.     (feet)  VERTCON   
 RW0543  ___________________________________________________________________
 RW0543  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 RW0543  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RW0543
 RW0543  HORZ ORDER  -  THIRD
 RW0543
 RW0543.The horizontal coordinates were established by classical geodetic methods
 RW0543.and adjusted by the National Geodetic Survey in July 1992..
 RW0543
 RW0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0543
 RW0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0543
 RW0543.The geoid height was determined by GEOID03.
 RW0543
 RW0543;                    North         East     Units Scale Factor Converg.
 RW0543;SPC MT       -   283,020.589   414,237.292   MT  0.99940148   -1 46 49.5
 RW0543;SPC MT       -   928,545.24  1,359,046.23   iFT  0.99940148   -1 46 49.5
 RW0543;UTM  12      - 5,180,139.081   428,695.389   MT  0.99966249   -0 40 49.8
 RW0543
 RW0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0543!SPC MT       -   0.99974934  x   0.99940148  =   0.99915097
 RW0543!UTM  12      -   0.99974934  x   0.99966249  =   0.99941191
 RW0543
 RW0543                          SUPERSEDED SURVEY CONTROL
 RW0543
 RW0543  NAD 83(1986)-  46 46 15.57165(N)    111 56 02.11022(W) AD(       ) 3
 RW0543  NGVD 29 (06/04/92) 1611.5    (m)         5287.     (f) VERT ANG       
 RW0543
 RW0543.Superseded values are not recommended for survey control.
 RW0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0543.See file dsdata.txt to determine how the superseded data were derived.
 RW0543
 RW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2869580139(NAD 83)
 RW0543_MARKER: P = PIPE CAP
 RW0543_SETTING: 80 = SET IN A BOULDER
 RW0543_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RW0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0543+STABILITY: SURFACE MOTION
 RW0543
 RW0543  HISTORY     - Date     Condition        Report By
 RW0543  HISTORY     - 1958     MONUMENTED       USGS
 RW0543
 RW0543                          STATION DESCRIPTION
 RW0543
 RW0543'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RW0543'STATION LOCATED IN LEWIS AND CLARK COUNTY, MONTANA, ABOUT 12 MI. N.
 RW0543'AND 4 MI. E. OF HELENA, ABOUT 2 MI. W. OF HAUSER DAM AND ON A TIMBERED
 RW0543'TOP WHICH IS THE HIGHEST IN THE VICINITY.
 RW0543'
 RW0543'TO REACH FROM WOLF CREEK, PROCEED S. ON HIGHWAY 91 FOR 24 MI. AND TURN
 RW0543'LEFT ON TRAIL RD.  CONTINUE E. FOLLOWING S. EDGE OF TIMBER 4.3 MI. TO
 RW0543'CROSSROADS.  TURN LEFT 2.9 MI. TO SADDLE ABOUT 1/4 MI. SE. OF BEACON.
 RW0543'STATION LIES TO E. OF SADDLE ON TIMBERED TOP, ABOUT A 15 MINUTE CLIMB.
 RW0543'
 RW0543'STATION MARK--STANDARD CAP CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH
 RW0543'WITH GROUND AND STAMPED---HILGER NO. 2 1958---.
 RW0543'
 RW0543'REFERENCE MARK NO. 1--CHISELED CROSS ON BEDROCK, 13.43 FT. FROM
 RW0543'STATION MARK N 73 DEGREES 09 MINUTES W.
 RW0543'
 RW0543'REFERENCE MARK NO. 2--CHISELED CROSS ON BEDROCK, 16.70 FT. FROM
 RW0543'STATION MARK N 24 DEGREES 00 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1126 ***********************************************************************
 SR1126  DESIGNATION -  HILGER G T A FARMERS UN ELEV
 SR1126  PID         -  SR1126
 SR1126  STATE/COUNTY-  MT/FERGUS
 SR1126  USGS QUAD   -  HILGER (1985)
 SR1126
 SR1126                         *CURRENT SURVEY CONTROL
 SR1126  ___________________________________________________________________
 SR1126* NAD 83(1992)-  47 15 20.84982(N)    109 21 35.74289(W)     ADJUSTED  
 SR1126* NAVD 88     -                                                        
 SR1126  ___________________________________________________________________
 SR1126  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 SR1126  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 SR1126
 SR1126  HORZ ORDER  -  THIRD
 SR1126
 SR1126.The horizontal coordinates were established by classical geodetic methods
 SR1126.and adjusted by the National Geodetic Survey in July 1992..
 SR1126
 SR1126
 SR1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1126
 SR1126.The geoid height was determined by GEOID03.
 SR1126
 SR1126;                    North         East     Units Scale Factor Converg.
 SR1126;SPC MT       -   334,006.902   610,595.972   MT  0.99940162   +0 06 08.9
 SR1126;SPC MT       - 1,095,823.17  2,003,267.62   iFT  0.99940162   +0 06 08.9
 SR1126;UTM  12      - 5,234,894.402   624,089.739   MT  0.99978924   +1 12 16.6
 SR1126
 SR1126                          SUPERSEDED SURVEY CONTROL
 SR1126
 SR1126  NAD 83(1986)-  47 15 20.85070(N)    109 21 35.72548(W) AD(       ) 4
 SR1126  NAD 27      -  47 15 20.92000(N)    109 21 33.08000(W) AD(       ) 3
 SR1126
 SR1126.Superseded values are not recommended for survey control.
 SR1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1126.See file dsdata.txt to determine how the superseded data were derived.
 SR1126
 SR1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT2409034894(NAD 83)
 SR1126_MARKER: 65 = GRAIN ELEVATOR
 SR1126
 SR1126  HISTORY     - Date     Condition        Report By
 SR1126  HISTORY     - 1949     FIRST OBSERVED   CGS
 SR1126
 SR1126                          STATION DESCRIPTION
 SR1126
 SR1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1126'STATION IS LOCATED IN THE VILLAGE OF HILGER, IT IS THE ONLY
 SR1126'ELEVATOR IN THE IMMEDIATE VICINITY.  IT IS A WOODEN STRUCTURE,
 SR1126'64 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE CENTER OF
 SR1126'THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0530 ***********************************************************************
 TL0530  DESIGNATION -  HILL
 TL0530  PID         -  TL0530
 TL0530  STATE/COUNTY-  MT/LIBERTY
 TL0530  USGS QUAD   -  HAYSTACK BUTTE (1962)
 TL0530
 TL0530                         *CURRENT SURVEY CONTROL
 TL0530  ___________________________________________________________________
 TL0530* NAD 83(1992)-  48 51 16.95620(N)    111 08 28.18118(W)     ADJUSTED  
 TL0530* NAVD 88     -      2109.70   (+/-2cm)    6921.6    (feet)  VERTCON   
 TL0530  ___________________________________________________________________
 TL0530  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 TL0530  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 TL0530
 TL0530  HORZ ORDER  -  FIRST
 TL0530  VERT ORDER  -  THIRD ? (See Below)
 TL0530
 TL0530.The horizontal coordinates were established by classical geodetic methods
 TL0530.and adjusted by the National Geodetic Survey in July 1992..
 TL0530
 TL0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0530.The vertical order pertains to the NGVD 29 superseded value.
 TL0530
 TL0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0530
 TL0530.The geoid height was determined by GEOID03.
 TL0530
 TL0530;                    North         East     Units Scale Factor Converg.
 TL0530;SPC MT       -   512,972.394   479,583.554   MT  0.99991390   -1 12 01.9
 TL0530;SPC MT       - 1,682,980.30  1,573,436.86   iFT  0.99991390   -1 12 01.9
 TL0530;UTM  12      - 5,411,314.398   489,645.099   MT  0.99960132   -0 06 22.7
 TL0530
 TL0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0530!SPC MT       -   0.99967182  x   0.99991390  =   0.99958575
 TL0530!UTM  12      -   0.99967182  x   0.99960132  =   0.99927327
 TL0530
 TL0530:                Primary Azimuth Mark                     Grid Az
 TL0530:SPC MT       -  GRASSY                                   237 13 16.1
 TL0530:UTM  12      -  GRASSY                                   236 07 36.9
 TL0530
 TL0530|---------------------------------------------------------------------|
 TL0530| PID    Reference Object                     Distance      Geod. Az  |
 TL0530|                                                           dddmmss.s |
 TL0530| TL0545 GRASSY                              APPROX.16.7 KM 2360114.2 |
 TL0530|---------------------------------------------------------------------|
 TL0530
 TL0530                          SUPERSEDED SURVEY CONTROL
 TL0530
 TL0530  NAD 83(1986)-  48 51 16.95588(N)    111 08 28.17794(W) AD(       ) 1
 TL0530  NAD 27      -  48 51 16.91686(N)    111 08 25.31511(W) AD(       ) 1
 TL0530  NGVD 29 (07/19/86) 2108.63   (m)         6918.1    (f) LEVELING    3  
 TL0530
 TL0530.Superseded values are not recommended for survey control.
 TL0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0530.See file dsdata.txt to determine how the superseded data were derived.
 TL0530
 TL0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV8964511314(NAD 83)
 TL0530_MARKER: DS = TRIANGULATION STATION DISK
 TL0530_SETTING: 66 = SET IN ROCK OUTCROP
 TL0530
 TL0530  HISTORY     - Date     Condition        Report By
 TL0530  HISTORY     - 1923     MONUMENTED       CGS
 TL0530  HISTORY     - 1961     GOOD             USGS
 TL0530
 TL0530                          STATION DESCRIPTION
 TL0530
 TL0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 TL0530'ON THE TOP OF THE MOST NORTHEASTERN OF THE SWEETGRASS HILLS.
 TL0530'THIS MOUNTAIN CULMINATES IN A DOUBLE PEAK, THE TWO POINTS BEING
 TL0530'NEARLY NORTH AND SOUTH OF EACH OTHER AND ABOUT 1.4 MILES APART.
 TL0530'THE STATION IS ON THE SOUTHERN AND SLIGHTLY LOWER OF THE TWO PEAKS.
 TL0530'STATION SWEETGRASS IS ON THE NORTHERN AND HIGHER PEAK.
 TL0530'
 TL0530'STATION MARK--THE STATION MARK IS NOT RECORDED BUT IS PROBABLY
 TL0530'A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION MARK SET IN
 TL0530'ROCK.
 TL0530
 TL0530                          STATION RECOVERY (1961)
 TL0530
 TL0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 TL0530'RECOVERED AS FOLLOWS
 TL0530'
 TL0530'STATION IS LOCATED ABOUT 7.0 MI. (AIRLINE) SE. OF WHITLASH, 5.0 MI.
 TL0530'NE. OF HAYSTACK BUTTE, ON THE HIGH AND PROMINENT E-W. RIDGE OF THE
 TL0530'SWEETGRASS HILLS, LOCALLY KNOWN AS MOUNT ROYAL.
 TL0530'
 TL0530'TO REACH FROM WHITLASH, GO 3.5 MI. S. ALONG GOOD GRAVEL RD. TO
 TL0530'CHESTER, TO A T-RD. JUNCTION E., TO A RANCH, THEN 5.5 MI. GENERALLY
 TL0530'E. ALONG THE S. SIDE OF RANCH HOUSE AND UP A WINDING TRAIL TO SUMMIT
 TL0530'OF MOUNTAIN AND STATION MARK.  A JEEP IS NEEDED FOR ABOUT LAST 3 MI.
 TL0530'OF TRAVEL.  AT THIS TIME THERE ARE SEVEN SHORT WAVE RADIO, TV
 TL0530'REFLECTORS, AND MICROWAVE INSTALLATIONS ON THIS RIDGE.  THE STATION
 TL0530'MARK IS JUST E. OF THE FIFTH UNIT AS COUNTED FROM THE W.
 TL0530'
 TL0530'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN ROCK OUTCROP
 TL0530'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0507 ***********************************************************************
 TK0507  DESIGNATION -  HILL
 TK0507  PID         -  TK0507
 TK0507  STATE/COUNTY-  MT/HILL
 TK0507  USGS QUAD   -  HAVRE (1977)
 TK0507
 TK0507                         *CURRENT SURVEY CONTROL
 TK0507  ___________________________________________________________________
 TK0507* NAD 83(1992)-  48 32 47.75277(N)    109 41 12.86135(W)     ADJUSTED  
 TK0507* NAVD 88     -       802.19   (+/-2cm)    2631.9    (feet)  VERTCON   
 TK0507  ___________________________________________________________________
 TK0507  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 TK0507  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TK0507
 TK0507  HORZ ORDER  -  SECOND
 TK0507  VERT ORDER  -  THIRD ? (See Below)
 TK0507
 TK0507.The horizontal coordinates were established by classical geodetic methods
 TK0507.and adjusted by the National Geodetic Survey in July 1992..
 TK0507
 TK0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0507.The vertical order pertains to the NGVD 29 superseded value.
 TK0507
 TK0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0507
 TK0507.The geoid height was determined by GEOID03.
 TK0507
 TK0507;                    North         East     Units Scale Factor Converg.
 TK0507;SPC MT       -   477,469.781   586,203.470   MT  0.99975333   -0 08 12.2
 TK0507;SPC MT       - 1,566,501.91  1,923,239.73   iFT  0.99975333   -0 08 12.2
 TK0507;UTM  12      - 5,377,887.599   596,910.714   MT  0.99971539   +0 59 03.2
 TK0507
 TK0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0507!SPC MT       -   0.99987682  x   0.99975333  =   0.99963018
 TK0507!UTM  12      -   0.99987682  x   0.99971539  =   0.99959224
 TK0507
 TK0507:                Primary Azimuth Mark                     Grid Az
 TK0507:SPC MT       -  T32N R16E SEC 5 C 1/4                    012 21 02.6
 TK0507:UTM  12      -  T32N R16E SEC 5 C 1/4                    011 13 47.2
 TK0507
 TK0507|---------------------------------------------------------------------|
 TK0507| PID    Reference Object                     Distance      Geod. Az  |
 TK0507|                                                           dddmmss.s |
 TK0507| TK0511 T32N R16E SEC 5 C 1/4               APPROX. 1.6 KM 0121250.4 |
 TK0507| TK0508 HAVRE RADIO STATION KOJM MAST       APPROX. 3.6 KM 0454804.9 |
 TK0507| TK0509 HAVRE RADIO STATION KAVR MAST       APPROX. 3.2 KM 0611951.9 |
 TK0507| CQ6732 HILL RM 1                             4.998 METERS 08927     |
 TK0507| CQ6731 HILL AZ MK                                         1121902.8 |
 TK0507| TK0510 SADDLE BUTTE HIGHEST PEAK           APPROX. 4.9 KM 1282753.0 |
 TK0507| TK0317 HILL 2 RM 3                                        26640     |
 TK0507| CQ6733 HILL RM 2                             8.919 METERS 26945     |
 TK0507| TK0316 HILL 2                               34.912 METERS 27756     |
 TK0507|---------------------------------------------------------------------|
 TK0507
 TK0507                          SUPERSEDED SURVEY CONTROL
 TK0507
 TK0507  NAD 83(1986)-  48 32 47.75595(N)    109 41 12.84832(W) AD(       ) 2
 TK0507  NAD 27      -  48 32 47.75500(N)    109 41 10.11800(W) AD(       ) 2
 TK0507  NGVD 29 (07/19/86)  801.47   (m)         2629.5    (f) LEVELING    3  
 TK0507
 TK0507.Superseded values are not recommended for survey control.
 TK0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0507.See file dsdata.txt to determine how the superseded data were derived.
 TK0507
 TK0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU9691177888(NAD 83)
 TK0507_MARKER: DS = TRIANGULATION STATION DISK
 TK0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0507
 TK0507  HISTORY     - Date     Condition        Report By
 TK0507  HISTORY     - 1949     MONUMENTED       CGS
 TK0507  HISTORY     - 1951     GOOD             CGS
 TK0507  HISTORY     - 1972     GOOD             USGS
 TK0507  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TK0507
 TK0507                          STATION DESCRIPTION
 TK0507
 TK0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TK0507'STATION IS NEAR THE WEST EDGE OF THE CITY OF HAVRE, ON A
 TK0507'PROMINENT BLUFF, ON WHICH THE CITY RESERVOIR IS LOCATED.  IT
 TK0507'IS ABOUT 150 FEET EAST OF THE RESERVOIR TANK, 100 FEET NORTH
 TK0507'OF THE APPROXIMATE CENTER OF NINTH STREET, AND 28 FEET EAST OF
 TK0507'A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 TK0507'GO SOUTHEAST ON NINTH STREET FOR 0.15 MILE TO THE AZIMUTH MARK
 TK0507'ON THE LEFT.
 TK0507'
 TK0507'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HILL
 TK0507'1949.
 TK0507'
 TK0507'REFERENCE MARK NO. 1 IS 153 FEET EAST OF THE WITNESS POST, 128
 TK0507'FEET WEST OF A POWER LINE POLE, AND 100 FEET NORTH OF THE
 TK0507'APPROXIMATE CENTER OF NINTH STREET.  THE MARK PROJECTS 6 INCHES
 TK0507'AND THE DISK IS STAMPED HILL NO 1 1949.
 TK0507'
 TK0507'REFERENCE MARK NO. 2 IS 125 FEET EAST OF THE RESERVOIR TANK,
 TK0507'100 FEET NORTH OF THE APPROXIMATE CENTER OF NINTH STREET, AND
 TK0507'3 FEET NORTH OF THE WITNESS POST.  THE MARK PROJECTS 5 INCHES
 TK0507'AND THE DISK IS STAMPED HILL NO 2 1949.
 TK0507'
 TK0507'THE AZIMUTH MARK IS 0.15 MILE FROM THE STATION, AT THE REAR
 TK0507'OF THE RESIDENCE OF C.M. LANCE.  IT IS 108 FEET NORTH OF THE
 TK0507'APPROXIMATE CENTER OF NINTH STREET, 25 FEET EAST OF THE
 TK0507'APPROXIMATE CENTER OF THE ALLEY, 9 FEET SOUTH OF THE SOUTHWEST
 TK0507'CORNER OF A GARAGE, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT
 TK0507'WEST OF A ROCK WALL.  THE MARK PROJECTS 6 INCHES AND THE DISK
 TK0507'IS STAMPED HILL 1949.
 TK0507'
 TK0507'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 TK0507'CONCRETE POSTS.
 TK0507'
 TK0507'FOUR FOOT STANDS ARE VISIBLE AT STATIONS YANT, BOX ELDER (USGS)
 TK0507'AND CLIFF.
 TK0507
 TK0507                          STATION RECOVERY (1951)
 TK0507
 TK0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 TK0507'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE IN
 TK0507'GOOD CONDITION.  AS REFERENCE MARK NO. 1 WAS ON PROPERTY
 TK0507'RECENTLY PURCHASED BY DR. D.A. JESTRAB, IT WAS NECESSARY TO
 TK0507'MOVE THIS MARK TO FACILITATE THE CONSTRUCTION OF A HOME.  THE
 TK0507'MARK WAS MOVED ON LINE THROUGH THE STATION MARK AND THE ORIGINAL
 TK0507'POSITION NEARER THE STATION.  EXCEPT FOR THE ABOVE THE ORIGINAL
 TK0507'DESCRIPTION IS CORRECT AND ADEQUATE.
 TK0507'
 TK0507'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HILL
 TK0507'1949.
 TK0507'
 TK0507'REFERENCE MARK NO. 1 IS 100 FEET NORTH OF THE CENTER OF NINTH
 TK0507'STREET AND 45 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 TK0507'6 INCHES AND THE DISK IS STAMPED HILL NO 1 1949.
 TK0507'
 TK0507'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TK0507'HILL NO 2 1949.
 TK0507'
 TK0507'THE AZIMUTH MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HILL
 TK0507'1949.
 TK0507
 TK0507                          STATION RECOVERY (1972)
 TK0507
 TK0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TK0507'RECOVERED.
 TK0507
 TK0507                          STATION RECOVERY (1977)
 TK0507
 TK0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TK0507'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 TK0507'RECOVERED.  HOUSES OBSTRUCT THE LINE OF SIGHT TO THE AZIMUTH MARK.
 TK0507'REFERENCE MARK NO. 1 MEASURES 0.018 METER LONGER THAN THE 1951
 TK0507'MEASUREMENT, BUT THE ANGLE BETWEEN THE MARKS CHECKS THE 1951 WORK.
 TK0507'THE STATION IS ON A HILL ON THE WEST SIDE OF THE RESIDENCE AT 11
 TK0507'PARK ROAD, WHICH IS USED BY THE COLLEGE PRESIDENT.  THE HILL IS
 TK0507'TO BE CUT DOWN ABOUT 4 FEET TO PROVIDE A PARKING AREA.  A NEW
 TK0507'STATION, HILL 2 WAS ESTABLISHED ABOUT 35 METERS WEST OF THE
 TK0507'OLD STATION.
 TK0507'
 TK0507'THE ORIGINAL AZIMUTH MARK IS 22 FEET EAST OF THE CENTER OF SUMMIT
 TK0507'AVENUE, 15 FEET NORTH OF THE SOUTHWEST CORNER OF A CHAIN-LINK
 TK0507'FENCE WHICH BOARDERS THE NORTH SIDE OF THE FIRST LOT NORTH OF
 TK0507'9TH AVENUE AND 1 FOOT WEST OF A 3-FOOT HIGH ROCK RETAINING WALL.
 TK0507'
 TK0507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTHWEST
 TK0507'PART OF HAVRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0316 ***********************************************************************
 TK0316  DESIGNATION -  HILL 2
 TK0316  PID         -  TK0316
 TK0316  STATE/COUNTY-  MT/HILL
 TK0316  USGS QUAD   -  HAVRE (1977)
 TK0316
 TK0316                         *CURRENT SURVEY CONTROL
 TK0316  ___________________________________________________________________
 TK0316* NAD 83(1992)-  48 32 47.90860(N)    109 41 14.54732(W)     ADJUSTED  
 TK0316* NAVD 88     -       802.775  (meters)    2633.77   (feet)  ADJUSTED  
 TK0316  ___________________________________________________________________
 TK0316  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 TK0316  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TK0316  DYNAMIC HT  -         802.854 (meters)    2634.03  (feet)  COMP
 TK0316  MODELED GRAV-     980,682.8   (mgal)                       NAVD 88
 TK0316
 TK0316  HORZ ORDER  -  THIRD
 TK0316  VERT ORDER  -  FIRST     CLASS II
 TK0316
 TK0316.The horizontal coordinates were established by classical geodetic methods
 TK0316.and adjusted by the National Geodetic Survey in July 1992..
 TK0316.No horizontal observational check was made to the station.
 TK0316
 TK0316.The orthometric height was determined by differential leveling
 TK0316.and adjusted by the National Geodetic Survey in June 1991..
 TK0316
 TK0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0316
 TK0316.The geoid height was determined by GEOID03.
 TK0316
 TK0316.The dynamic height is computed by dividing the NAVD 88
 TK0316.geopotential number by the normal gravity value computed on the
 TK0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0316.degrees latitude (g = 980.6199 gals.).
 TK0316
 TK0316.The modeled gravity was interpolated from observed gravity values.
 TK0316
 TK0316;                    North         East     Units Scale Factor Converg.
 TK0316;SPC MT       -   477,474.676   586,168.912   MT  0.99975335   -0 08 13.4
 TK0316;SPC MT       - 1,566,517.97  1,923,126.35   iFT  0.99975335   -0 08 13.4
 TK0316;UTM  12      - 5,377,891.817   596,876.068   MT  0.99971530   +0 59 02.0
 TK0316
 TK0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0316!SPC MT       -   0.99987672  x   0.99975335  =   0.99963010
 TK0316!UTM  12      -   0.99987672  x   0.99971530  =   0.99959206
 TK0316
 TK0316:                Primary Azimuth Mark                     Grid Az
 TK0316:SPC MT       -  T32N R16E SEC 5 C 1/4                    013 34 11.1
 TK0316:UTM  12      -  T32N R16E SEC 5 C 1/4                    012 26 55.7
 TK0316
 TK0316|---------------------------------------------------------------------|
 TK0316| PID    Reference Object                     Distance      Geod. Az  |
 TK0316|                                                           dddmmss.s |
 TK0316| TK0511 T32N R16E SEC 5 C 1/4               APPROX. 1.6 KM 0132557.7 |
 TK0316| TK0507 HILL                                 34.912 METERS 09755     |
 TK0316| TK0510 SADDLE BUTTE HIGHEST PEAK           APPROX. 4.9 KM 1281532.0 |
 TK0316| TK0317 HILL 2 RM 3                           7.874 METERS 20642     |
 TK0316| TK0318 HILL 2 RM 4                           7.937 METERS 34722     |
 TK0316|---------------------------------------------------------------------|
 TK0316
 TK0316                          SUPERSEDED SURVEY CONTROL
 TK0316
 TK0316  NAD 83(1986)-  48 32 47.91177(N)    109 41 14.53430(W) AD(       ) 3
 TK0316  NAD 27      -  48 32 47.91081(N)    109 41 11.80392(W) AD(       ) 3
 TK0316  NGVD 29 (07/19/86)  801.88   (m)         2630.8    (f) LEVELING    3  
 TK0316
 TK0316.Superseded values are not recommended for survey control.
 TK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0316.See file dsdata.txt to determine how the superseded data were derived.
 TK0316
 TK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU9687677892(NAD 83)
 TK0316_MARKER: DB = BENCH MARK DISK
 TK0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0316_SP_SET: CONCRETE POST
 TK0316_STAMPING: HILL 2 1977
 TK0316_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0316+STABILITY: SURFACE MOTION
 TK0316
 TK0316  HISTORY     - Date     Condition        Report By
 TK0316  HISTORY     - 1977     MONUMENTED       NGS
 TK0316  HISTORY     - 1979     GOOD             NGS
 TK0316
 TK0316                          STATION DESCRIPTION
 TK0316
 TK0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TK0316'THE STATION IS IN THE SOUTHWEST PART OF HAVRE, ON THE WEST SIDE OF
 TK0316'THE PARKING AREA AT THE COLLEGE PRESIDENTS RESIDENCE AT 11 PARK
 TK0316'ROAD AND ABOUT 12 YARDS EAST OF A CONCRETE TANK.
 TK0316'
 TK0316'THE STATION MARK, STAMPED HILL 2 1977, IS A STANDARD DISK SET IN
 TK0316'A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ABOUT 75
 TK0316'YARDS WEST OF THE HOUSE AT 11 PARK ROAD, 45 FEET NORTH OF THE
 TK0316'SOUTHEAST CORNER AND 11 FEET EAST OF THE FENCE AROUND THE WATER
 TK0316'TANKS.
 TK0316'
 TK0316'REFERENCE MARK NO. 3, STAMPED HILL 2 NO 3 1977, IS A STANDARD DISK
 TK0316'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 TK0316'20 FEET NORTH OF THE SOUTHEAST CORNER OF THE FENCE AND 2 FEET
 TK0316'EAST OF THE FENCE AROUND THE WATER TANKS ON THE WEST SIDE OF THE
 TK0316'PARKING AREA.
 TK0316'
 TK0316'REFERENCE MARK NO. 4, STAMPED HILL 2 NO 4 1977, IS A STANDARD DISK
 TK0316'SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 5
 TK0316'YARDS SOUTH OF A STEEP DECLINE, 3-1/2 FEET SOUTHEAST OF AN ANGLE
 TK0316'IN THE FENCE AND 2 FEET EAST OF THE FENCE AROUND THE TANKS.
 TK0316'
 TK0316'THE AZIMUTH MARK IS A U.S. CADASTRAL SURVEY BUREAU OF LAND
 TK0316'MANAGEMENT BRASS CAP ON A 2-INCH PIPE WHICH PROJECTS 4 INCHES.
 TK0316'CAP IS STAMPED C 1/4 S 5 1954 (CENTER OF CAP IS NOT MARKED.  THE
 TK0316'BOTTOM OF THE ONE IN 1/4 WAS USED AS THE CENTER MARK).  THE MARK
 TK0316'IS ABOUT 125 YARDS NORTHEAST AND 50 FEET HIGHER THAN BADLAND
 TK0316'ROAD, 100 YARDS SOUTHWEST OF AND 25 FEET LOWER THAN WILD HORSE
 TK0316'ROAD, (THE BLACKTOP ROAD TO THE AIRFORCE BASE).  11 YARDS NORTHEAST
 TK0316'OF AND 12 FEET LOWER THAN THE SUMMIT OF A SMALL SHARP KNOLL, 15
 TK0316'YARDS SOUTHWEST OF AND ABOUT 3 FEET LOWER THAN A SADDLE AND ON
 TK0316'THE EAST SLOPE OF A HILL.
 TK0316'
 TK0316'TO REACH THE AZIMUTH MARK FROM THE SOUTH END OF THE VIADUCT OVER
 TK0316'THE RAILROAD TRACKS IN HAVRE, GO NORTH FOR 0.35 MILE (CROSSING
 TK0316'THE RAILROAD TRACKS AND THE MILK RIVER), TO A SIGN RADAR BASE
 TK0316'CANADA, TURN LEFT AS PER SIGN AND GO 0.2 MILE TO A Y, KEEP LEFT ON
 TK0316'BADLAND ROAD FOR 0.3 MILE TO A VALLEY ON THE RIGHT.  WALK NORTH
 TK0316'ABOUT 125 YARDS TO THE SUMMIT OF A SMALL KNOB AND THE MARK ON
 TK0316'THE EAST SLOPE OF THE HILL.
 TK0316'
 TK0316'NEAREST TOWN--HAVRE.
 TK0316
 TK0316                          STATION RECOVERY (1979)
 TK0316
 TK0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0316'IN HAVRE.
 TK0316'IN HAVRE, AT THE CITY RESERVOIR AT 11 PARK ROAD, 98 FEET NORTH OF THE
 TK0316'CENTERLINE OF THE ROAD, 36 FEET EAST OF THE EAST FACE OF THE EAST
 TK0316'CONCRETE TANK, 29.5 FEET SOUTHEAST OF THE NORTHEAST FENCE CORNER, 26
 TK0316'FEET SOUTHEAST OF RM 4, 26 FEET NORTHEAST OF RM 3, AND 11.5 FEET EAST
 TK0316'OF A FENCE.
 TK0316'THE MARK IS 8 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0317 ***********************************************************************
 TK0317  DESIGNATION -  HILL 2 RM 3
 TK0317  PID         -  TK0317
 TK0317  STATE/COUNTY-  MT/HILL
 TK0317  USGS QUAD   -  HAVRE (1977)
 TK0317
 TK0317                         *CURRENT SURVEY CONTROL
 TK0317  ___________________________________________________________________
 TK0317* NAD 83(1986)-  48 32 46.     (N)    109 41 15.     (W)     SCALED    
 TK0317* NAVD 88     -       802.982  (meters)    2634.45   (feet)  ADJUSTED  
 TK0317  ___________________________________________________________________
 TK0317  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TK0317  DYNAMIC HT  -         803.061 (meters)    2634.71  (feet)  COMP
 TK0317  MODELED GRAV-     980,682.7   (mgal)                       NAVD 88
 TK0317
 TK0317  VERT ORDER  -  FIRST     CLASS II
 TK0317
 TK0317.The horizontal coordinates were scaled from a topographic map and have
 TK0317.an estimated accuracy of +/- 6 seconds.
 TK0317
 TK0317.The orthometric height was determined by differential leveling
 TK0317.and adjusted by the National Geodetic Survey in June 1991..
 TK0317
 TK0317.The geoid height was determined by GEOID03.
 TK0317
 TK0317.The dynamic height is computed by dividing the NAVD 88
 TK0317.geopotential number by the normal gravity value computed on the
 TK0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0317.degrees latitude (g = 980.6199 gals.).
 TK0317
 TK0317.The modeled gravity was interpolated from observed gravity values.
 TK0317
 TK0317;                    North         East    Units  Estimated Accuracy
 TK0317;SPC MT       -   477,420.      586,160.      MT  (+/- 180 meters Scaled)
 TK0317
 TK0317                          SUPERSEDED SURVEY CONTROL
 TK0317
 TK0317.No superseded survey control is available for this station.
 TK0317
 TK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU968778(NAD 83)
 TK0317_MARKER: DR = REFERENCE MARK DISK
 TK0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0317_SP_SET: CONCRETE POST
 TK0317_STAMPING: HILL 2 NO 3 1977
 TK0317_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0317+STABILITY: SURFACE MOTION
 TK0317
 TK0317  HISTORY     - Date     Condition        Report By
 TK0317  HISTORY     - 1977     MONUMENTED       NGS
 TK0317  HISTORY     - 1979     GOOD             NGS
 TK0317
 TK0317                          STATION DESCRIPTION
 TK0317
 TK0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0317'IN HAVRE.
 TK0317'IN HAVRE, AT THE CITY RESERVOIR AT 11 PARK ROAD, 73 FEET NORTH OF
 TK0317'THE CENTERLINE OF THE ROAD, 26 FEET SOUTHWEST OF HILL 2, 20 FEET
 TK0317'NORTH-NORTHEAST OF THE SOUTHEAST FENCE CORNER, AND 2 FEET EAST OF A
 TK0317'FENCE.
 TK0317'THE MARK IS 8 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0318 ***********************************************************************
 TK0318  DESIGNATION -  HILL 2 RM 4
 TK0318  PID         -  TK0318
 TK0318  STATE/COUNTY-  MT/HILL
 TK0318  USGS QUAD   -  HAVRE (1977)
 TK0318
 TK0318                         *CURRENT SURVEY CONTROL
 TK0318  ___________________________________________________________________
 TK0318* NAD 83(1986)-  48 32 48.     (N)    109 41 15.     (W)     SCALED    
 TK0318* NAVD 88     -       803.043  (meters)    2634.65   (feet)  ADJUSTED  
 TK0318  ___________________________________________________________________
 TK0318  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TK0318  DYNAMIC HT  -         803.123 (meters)    2634.91  (feet)  COMP
 TK0318  MODELED GRAV-     980,682.8   (mgal)                       NAVD 88
 TK0318
 TK0318  VERT ORDER  -  FIRST     CLASS II
 TK0318
 TK0318.The horizontal coordinates were scaled from a topographic map and have
 TK0318.an estimated accuracy of +/- 6 seconds.
 TK0318
 TK0318.The orthometric height was determined by differential leveling
 TK0318.and adjusted by the National Geodetic Survey in June 1991..
 TK0318
 TK0318.The geoid height was determined by GEOID03.
 TK0318
 TK0318.The dynamic height is computed by dividing the NAVD 88
 TK0318.geopotential number by the normal gravity value computed on the
 TK0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0318.degrees latitude (g = 980.6199 gals.).
 TK0318
 TK0318.The modeled gravity was interpolated from observed gravity values.
 TK0318
 TK0318;                    North         East    Units  Estimated Accuracy
 TK0318;SPC MT       -   477,480.      586,160.      MT  (+/- 180 meters Scaled)
 TK0318
 TK0318                          SUPERSEDED SURVEY CONTROL
 TK0318
 TK0318.No superseded survey control is available for this station.
 TK0318
 TK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU968778(NAD 83)
 TK0318_MARKER: DR = REFERENCE MARK DISK
 TK0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0318_SP_SET: CONCRETE POST
 TK0318_STAMPING: HILL 2 NO 4 1977
 TK0318_PROJECTION: PROJECTING 8 CENTIMETERS
 TK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0318+STABILITY: SURFACE MOTION
 TK0318
 TK0318  HISTORY     - Date     Condition        Report By
 TK0318  HISTORY     - 1977     MONUMENTED       NGS
 TK0318  HISTORY     - 1979     GOOD             NGS
 TK0318
 TK0318                          STATION DESCRIPTION
 TK0318
 TK0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0318'IN HAVRE.
 TK0318'IN HAVRE, AT THE CITY RESERVOIR AT 11 PARK ROAD, 123 FEET NORTH OF
 TK0318'THE CENTERLINE OF THE ROAD, 26 FEET NORTHWEST OF HILL 2, 2.5 FEET
 TK0318'SOUTHEAST OF THE NORTHEAST FENCE CORNER, AND 2 FEET EAST OF A
 TK0318'FENCE.
 TK0318'THE MARK IS 8 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0540 ***********************************************************************
 RU0540  DESIGNATION -  HILLCREST
 RU0540  PID         -  RU0540
 RU0540  STATE/COUNTY-  MT/CUSTER
 RU0540  USGS QUAD   -  N BAR COULEE (1969)
 RU0540
 RU0540                         *CURRENT SURVEY CONTROL
 RU0540  ___________________________________________________________________
 RU0540* NAD 83(1992)-  46 37 20.51782(N)    106 00 11.15589(W)     ADJUSTED  
 RU0540* NAVD 88     -       904.     (meters)    2966.     (feet)  SCALED    
 RU0540  ___________________________________________________________________
 RU0540  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 RU0540  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 RU0540
 RU0540  HORZ ORDER  -  FIRST
 RU0540
 RU0540.The horizontal coordinates were established by classical geodetic methods
 RU0540.and adjusted by the National Geodetic Survey in July 1992..
 RU0540
 RU0540.The orthometric height was scaled from a topographic map.
 RU0540
 RU0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0540
 RU0540.The geoid height was determined by GEOID03.
 RU0540
 RU0540;                    North         East     Units Scale Factor Converg.
 RU0540;SPC MT       -   269,596.261   867,582.982   MT  0.99941569   +2 33 28.8
 RU0540;SPC MT       -   884,502.17  2,846,400.86   iFT  0.99941569   +2 33 28.8
 RU0540;UTM  13      - 5,163,689.058   423,203.396   MT  0.99967249   -0 43 44.9
 RU0540
 RU0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0540!SPC MT       -   0.99986085  x   0.99941569  =   0.99927663
 RU0540!UTM  13      -   0.99986085  x   0.99967249  =   0.99953339
 RU0540
 RU0540|---------------------------------------------------------------------|
 RU0540| PID    Reference Object                     Distance      Geod. Az  |
 RU0540|                                                           dddmmss.s |
 RU0540| CQ6735 HILLCREST RM 2                       13.690 METERS 12710     |
 RU0540| CQ6734 HILLCREST RM 1                       27.820 METERS 24129     |
 RU0540| RU0541 BANNISTER                           APPROX.14.9 KM 2583655.0 |
 RU0540|---------------------------------------------------------------------|
 RU0540
 RU0540                          SUPERSEDED SURVEY CONTROL
 RU0540
 RU0540  NAD 83(1986)-  46 37 20.50620(N)    106 00 11.11477(W) AD(       ) 1
 RU0540  NAD 27      -  46 37 20.49400(N)    106 00 09.06300(W) AD(       ) 1
 RU0540
 RU0540.Superseded values are not recommended for survey control.
 RU0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0540.See file dsdata.txt to determine how the superseded data were derived.
 RU0540
 RU0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM2320363689(NAD 83)
 RU0540_MARKER: DS = TRIANGULATION STATION DISK
 RU0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0540
 RU0540  HISTORY     - Date     Condition        Report By
 RU0540  HISTORY     - 1934     MONUMENTED       CGS
 RU0540
 RU0540                          STATION DESCRIPTION
 RU0540
 RU0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0540'STATION IS ABOUT 14 MILES, AIRLINE, SOUTHEAST OF ANGELA, ABOUT
 RU0540'13 MILES, AIRLINE, NORTHWEST OF MILES CITY, ON A LOW ROUND
 RU0540'HILL IN THE VICINITY LYING BETWEEN THE GRIMES CREEK ROAD ON
 RU0540'THE WEST AND THE MERIDETH ROAD ON THE EAST, ABOUT 1 MILE
 RU0540'WEST OF THE SCHOOLHOUSE ON THE EAST SIDE OF THE MERIDETH ROAD.
 RU0540'
 RU0540'REACHED AS FOLLOWS FROM MILES CITY, GO NORTH AND WEST FROM
 RU0540'THE POST OFFICE 1.1 MILES TO THE NORTH END OF THE BRIDGE
 RU0540'OVER THE YELLOWSTONE RIVER.  CONTINUE NORTH ON THE JORDAN
 RU0540'ROAD FOR 8.3 MILES TO A GRADED ROAD TO THE RIGHT.  A SIGN HERE
 RU0540'READS MERIDETH 21 MILES, HILLCREST 10 MILES.  TAKE THIS ROAD
 RU0540'AND GO NORTH AND EAST FOR 8.7 MILES TO A FORK IN THE GRADE.
 RU0540'TAKE THE LEFT FORK WEST AND GO 0.7 MILE, HERE THE ROAD TURNS
 RU0540'NORTH AND A DIM ROAD CONTINUES STRAIGHT AHEAD.  TAKE THE DIM
 RU0540'ROAD STRAIGHT AHEAD AND GO ABOUT 50 YARDS TO A FENCE AND
 RU0540'GATE, PASS THROUGH GATE AND GO SOUTH AND WEST 0.5 MILE ON A
 RU0540'TRACK ROAD, TURN LEFT (SOUTH) OFF THE TRACK AND GO 0.2
 RU0540'MILE TO HIGHEST POINT AND STATION.
 RU0540'
 RU0540'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RU0540'DISKS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0549 ***********************************************************************
 RU0549  DESIGNATION -  HILLSIDE
 RU0549  PID         -  RU0549
 RU0549  STATE/COUNTY-  MT/GARFIELD
 RU0549  USGS QUAD   -  HILLSIDE (1965)
 RU0549
 RU0549                         *CURRENT SURVEY CONTROL
 RU0549  ___________________________________________________________________
 RU0549* NAD 83(1992)-  46 58 45.91485(N)    106 22 32.78910(W)     ADJUSTED  
 RU0549* NAVD 88     -       884.3    (meters)    2901.     (feet)  VERTCON   
 RU0549  ___________________________________________________________________
 RU0549  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 RU0549  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 RU0549
 RU0549  HORZ ORDER  -  FIRST
 RU0549
 RU0549.The horizontal coordinates were established by classical geodetic methods
 RU0549.and adjusted by the National Geodetic Survey in July 1992..
 RU0549
 RU0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0549
 RU0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0549
 RU0549.The geoid height was determined by GEOID03.
 RU0549
 RU0549;                    North         East     Units Scale Factor Converg.
 RU0549;SPC MT       -   308,028.261   837,499.967   MT  0.99939280   +2 17 07.4
 RU0549;SPC MT       - 1,010,591.41  2,747,703.30   iFT  0.99939280   +2 17 07.4
 RU0549;UTM  13      - 5,203,795.740   395,366.459   MT  0.99973456   -1 00 21.4
 RU0549
 RU0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0549!SPC MT       -   0.99986389  x   0.99939280  =   0.99925677
 RU0549!UTM  13      -   0.99986389  x   0.99973456  =   0.99959849
 RU0549
 RU0549|---------------------------------------------------------------------|
 RU0549| PID    Reference Object                     Distance      Geod. Az  |
 RU0549|                                                           dddmmss.s |
 RU0549| CQ6737 HILLSIDE RM 1                        25.052 METERS 02654     |
 RU0549| CQ6736 HILLSIDE AZ MK                                     2260834.5 |
 RU0549| CQ6738 HILLSIDE RM 2                        30.010 METERS 29556     |
 RU0549|---------------------------------------------------------------------|
 RU0549
 RU0549                          SUPERSEDED SURVEY CONTROL
 RU0549
 RU0549  NAD 83(1986)-  46 58 45.90516(N)    106 22 32.75473(W) AD(       ) 1
 RU0549  NAD 27      -  46 58 45.89800(N)    106 22 30.63600(W) AD(       ) 1
 RU0549  NGVD 29 (07/19/86)  883.6    (m)         2899.     (f) VERT ANG       
 RU0549
 RU0549.Superseded values are not recommended for survey control.
 RU0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0549.See file dsdata.txt to determine how the superseded data were derived.
 RU0549
 RU0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN9536603796(NAD 83)
 RU0549_MARKER: DS = TRIANGULATION STATION DISK
 RU0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0549
 RU0549  HISTORY     - Date     Condition        Report By
 RU0549  HISTORY     - 1934     MONUMENTED       CGS
 RU0549
 RU0549                          STATION DESCRIPTION
 RU0549
 RU0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0549'STATION IS ABOUT 12 MILES NORTHWEST OF THE ROCK SPRINGS POST
 RU0549'OFFICE, ON THE HIGHEST POINT OF THE DIVIDE BETWEEN THOMPSON
 RU0549'AND YOU ALL CREEKS.  THERE IS A SMOOTH HILL A FEW FEET HIGHER
 RU0549'ABOUT ONE MILE TO THE SOUTHEAST.  THE STATION IS 150 YARDS
 RU0549'EAST OF THE JOHNSON RANCH ROAD, 20 YARDS EAST OF A DIM TRACK
 RU0549'ROAD WHICH RUNS ALONG THE TOP OF THE DIVIDE.
 RU0549'
 RU0549'THE STATION IS REACHED FROM THE ROCK SPRINGS POST OFFICE BY
 RU0549'GOING NORTHWEST ON STATE HIGHWAY 22, 10.0 MILES.  THERE IS A
 RU0549'WHITE HOUSE ON THE WEST SIDE OF THE ROAD AT THIS POINT.  TURN
 RU0549'RIGHT OFF THE HIGHWAY, NORTHEAST, AND GO ALONG THE SOUTH
 RU0549'SIDE OF A FENCE ON A TRACK ROAD 2.4 MILES TO THE JOHNSON
 RU0549'RANCH ON THE EAST SIDE OF THE ROAD.  CONTINUE NORTH PAST
 RU0549'THE RANCH ON A DIM ROAD 1.0 MILE TO A FENCE CORNER.  THEN
 RU0549'GO NORTHEAST ON THE ROAD 0.7 MILE TO A FORK.  TAKE THE RIGHT
 RU0549'FORK 0.6 MILE TO A FORK.  TAKE THE LEFT FORK 0.3 MILE TO THE
 RU0549'TOP OF THE DIVIDE.  TURN RIGHT AND DRIVE ALONG THE TOP OF
 RU0549'THE RIDGE 150 YARDS TO THE STATION.
 RU0549'
 RU0549'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 RU0549'STANDARD BRONZE DISKS SET IN CONCRETE.
 RU0549'
 RU0549'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.
 RU0549'
 RU0549'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.
 RU0549'
 RU0549'THE AZIMUTH MARK IS ABOUT 1.9 MILES SOUTHWEST OF THE
 RU0549'STATION AND ONE MILE NORTH OF THE JOHNSON RANCH.  THE MARK IS
 RU0549'4 FEET EAST OF A FENCE CORNER.
 RU0549'
 RU0549'A 15-FOOT SIGNAL WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0633 ***********************************************************************
 QY0633  DESIGNATION -  HINCH
 QY0633  PID         -  QY0633
 QY0633  STATE/COUNTY-  MT/MADISON
 QY0633  USGS QUAD   -  ALDER (1963)
 QY0633
 QY0633                         *CURRENT SURVEY CONTROL
 QY0633  ___________________________________________________________________
 QY0633* NAD 83(1992)-  45 15 36.51895(N)    112 07 25.10384(W)     ADJUSTED  
 QY0633* NAVD 88     -      1895.5    (meters)    6219.     (feet)  VERTCON   
 QY0633  ___________________________________________________________________
 QY0633  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 QY0633  GEOID HEIGHT-         -10.36  (meters)                     GEOID03
 QY0633
 QY0633  HORZ ORDER  -  THIRD
 QY0633
 QY0633.The horizontal coordinates were established by classical geodetic methods
 QY0633.and adjusted by the National Geodetic Survey in July 1992..
 QY0633
 QY0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0633
 QY0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0633
 QY0633.The geoid height was determined by GEOID03.
 QY0633
 QY0633;                    North         East     Units Scale Factor Converg.
 QY0633;SPC MT       -   115,721.253   394,141.135   MT  0.99985381   -1 55 09.1
 QY0633;SPC MT       -   379,662.90  1,293,113.96   iFT  0.99985381   -1 55 09.1
 QY0633;UTM  12      - 5,012,463.843   411,841.689   MT  0.99969556   -0 47 53.5
 QY0633
 QY0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0633!SPC MT       -   0.99970453  x   0.99985381  =   0.99955838
 QY0633!UTM  12      -   0.99970453  x   0.99969556  =   0.99940018
 QY0633
 QY0633:                Primary Azimuth Mark                     Grid Az
 QY0633:SPC MT       -  SWEETWATER                               212 03 21.4
 QY0633:UTM  12      -  SWEETWATER                               210 56 05.8
 QY0633
 QY0633|---------------------------------------------------------------------|
 QY0633| PID    Reference Object                     Distance      Geod. Az  |
 QY0633|                                                           dddmmss.s |
 QY0633| QY0637 SWEETWATER                          APPROX.18.2 KM 2100812.3 |
 QY0633| QY0507 CANAL                               APPROX.18.1 KM 3511352.0 |
 QY0633|---------------------------------------------------------------------|
 QY0633
 QY0633                          SUPERSEDED SURVEY CONTROL
 QY0633
 QY0633  NAD 83(1986)-  45 15 36.51364(N)    112 07 25.10019(W) AD(       ) 3
 QY0633  NGVD 29 (06/12/90) 1894.3    (m)         6215.     (f) VERT ANG       
 QY0633
 QY0633.Superseded values are not recommended for survey control.
 QY0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0633.See file dsdata.txt to determine how the superseded data were derived.
 QY0633
 QY0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR1184212464(NAD 83)
 QY0633_MARKER: DS = TRIANGULATION STATION DISK
 QY0633_SETTING: 0 = UNSPECIFIED SETTING
 QY0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0633
 QY0633  HISTORY     - Date     Condition        Report By
 QY0633  HISTORY     - 1962     MONUMENTED       USGS
 QY0633
 QY0633                          STATION DESCRIPTION
 QY0633
 QY0633'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QY0633'STATION LOCATED ON HIGH E-W. RIDGE ABOUT 1.5 MI. N. OF RUBY DAM,
 QY0633'ABOUT 5.0 MI. S. OF ALDER, MONTANA, AND ABOUT 10.5 MI. WSW. OF
 QY0633'VIRGINIA CITY, MONTANA.
 QY0633'
 QY0633'STATION REACHED BY DRIVING W. FROM POST OFFICE IN ALDER 0.1 MI. TO
 QY0633'N-S. RD., TURN LEFT (S.) AND DRIVE UP RUBY RIVER ROAD 11.2 MI. TO
 QY0633'T-RD. W.  TURN RIGHT (W.) 0.5 MI. TO Y-RD.  KEEP RIGHT AND CONTINUE
 QY0633'2.4 MI. TO DIM RD. RIGHT.  TURN RIGHT 1.8 MI. TO GATE IN E-W. FENCE.
 QY0633'CONTINUE THROUGH GATE 0.8 MI. TO SADDLE, TURN RIGHT ON DIM TRACK RD.
 QY0633'0.5 MI. TO TOP OF RIDGE, THEN FOLLOW RIDGE LINE 0.4 MI. TO GATE IN
 QY0633'N-S. FENCE.  GO THROUGH GATE AND DRIVE ALONG RIDGE IN AN EASTERLY
 QY0633'DIRECTION 0.4 MI. TO A FENCE CORNER.  STATION IS 200 FT. BEYOND THIS
 QY0633'POINT ON A SMALL TOP.
 QY0633'
 QY0633'STATION MARK--STANDARD USGS TABLET SET FLUSH WITH GROUND IN BEDROCK,
 QY0633'STAMPED---HINCH-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0637 ***********************************************************************
 TJ0637  DESIGNATION -  HINSDALE
 TJ0637  PID         -  TJ0637
 TJ0637  STATE/COUNTY-  MT/VALLEY
 TJ0637  USGS QUAD   -  HINSDALE NW (1984)
 TJ0637
 TJ0637                         *CURRENT SURVEY CONTROL
 TJ0637  ___________________________________________________________________
 TJ0637* NAD 83(1992)-  48 23 31.57190(N)    107 12 47.04617(W)     ADJUSTED  
 TJ0637* NAVD 88     -       881.     (meters)    2890.     (feet)  SCALED    
 TJ0637  ___________________________________________________________________
 TJ0637  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 TJ0637  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TJ0637
 TJ0637  HORZ ORDER  -  THIRD
 TJ0637
 TJ0637.The horizontal coordinates were established by classical geodetic methods
 TJ0637.and adjusted by the National Geodetic Survey in July 1992..
 TJ0637
 TJ0637.The orthometric height was scaled from a topographic map.
 TJ0637
 TJ0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0637
 TJ0637.The geoid height was determined by GEOID03.
 TJ0637
 TJ0637;                    North         East     Units Scale Factor Converg.
 TJ0637;SPC MT       -   462,750.023   769,288.273   MT  0.99968402   +1 40 22.4
 TJ0637;SPC MT       - 1,518,208.74  2,523,911.66   iFT  0.99968402   +1 40 22.4
 TJ0637;UTM  13      - 5,362,248.600   336,174.654   MT  0.99992976   -1 39 18.3
 TJ0637
 TJ0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0637!SPC MT       -   0.99986459  x   0.99968402  =   0.99954865
 TJ0637!UTM  13      -   0.99986459  x   0.99992976  =   0.99979436
 TJ0637
 TJ0637:                Primary Azimuth Mark                     Grid Az
 TJ0637:SPC MT       -  PEAK                                     118 55 24.2
 TJ0637:UTM  13      -  PEAK                                     122 15 04.9
 TJ0637
 TJ0637|---------------------------------------------------------------------|
 TJ0637| PID    Reference Object                     Distance      Geod. Az  |
 TJ0637|                                                           dddmmss.s |
 TJ0637| TJ0635 PEAK                                APPROX. 4.9 KM 1203546.6 |
 TJ0637|---------------------------------------------------------------------|
 TJ0637
 TJ0637                          SUPERSEDED SURVEY CONTROL
 TJ0637
 TJ0637  NAD 83(1986)-  48 23 31.56836(N)    107 12 47.03622(W) AD(       ) 3
 TJ0637  NAD 27      -  48 23 31.56275(N)    107 12 44.74071(W) AD(       ) 3
 TJ0637
 TJ0637.Superseded values are not recommended for survey control.
 TJ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0637.See file dsdata.txt to determine how the superseded data were derived.
 TJ0637
 TJ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP3617562249(NAD 83)
 TJ0637_MARKER: Z = SEE DESCRIPTION
 TJ0637_SETTING: 0 = UNSPECIFIED SETTING
 TJ0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0637
 TJ0637  HISTORY     - Date     Condition        Report By
 TJ0637  HISTORY     - 1903     MONUMENTED       USGS
 TJ0637
 TJ0637                          STATION DESCRIPTION
 TJ0637
 TJ0637'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 TJ0637'ON NW. SUMMIT OF RANGE OF HILLS KNOWN AS LARB HILLS, AND 4 MI. SW. OF
 TJ0637'HINSDALE POST OFFICE, A STATION OF THE GREAT NORTHERN RAILROAD.
 TJ0637'
 TJ0637'STATION MARK - AN IRON BENCH MARK POST SET 3 FT. IN THE GROUND.
 TJ0637'
 TJ0637'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0619 ***********************************************************************
 SQ0619  DESIGNATION -  HINT ET
 SQ0619  PID         -  SQ0619
 SQ0619  STATE/COUNTY-  MT/GARFIELD
 SQ0619  USGS QUAD   -  JORDAN (1964)
 SQ0619
 SQ0619                         *CURRENT SURVEY CONTROL
 SQ0619  ___________________________________________________________________
 SQ0619* NAD 83(1992)-  47 16 11.99450(N)    106 59 00.90686(W)     ADJUSTED  
 SQ0619* NAVD 88     -       900.3    (meters)    2954.     (feet)  VERTCON   
 SQ0619  ___________________________________________________________________
 SQ0619  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 SQ0619  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 SQ0619
 SQ0619  HORZ ORDER  -  THIRD
 SQ0619
 SQ0619.The horizontal coordinates were established by classical geodetic methods
 SQ0619.and adjusted by the National Geodetic Survey in July 1992..
 SQ0619
 SQ0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0619
 SQ0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0619
 SQ0619.The geoid height was determined by GEOID03.
 SQ0619
 SQ0619;                    North         East     Units Scale Factor Converg.
 SQ0619;SPC MT       -   338,632.744   790,275.685   MT  0.99940270   +1 50 26.8
 SQ0619;SPC MT       - 1,110,999.82  2,592,768.00   iFT  0.99940270   +1 50 26.8
 SQ0619;UTM  13      - 5,237,076.930   349,960.496   MT  0.99987667   -1 27 26.4
 SQ0619
 SQ0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0619!SPC MT       -   0.99986128  x   0.99940270  =   0.99926406
 SQ0619!UTM  13      -   0.99986128  x   0.99987667  =   0.99973797
 SQ0619
 SQ0619                          SUPERSEDED SURVEY CONTROL
 SQ0619
 SQ0619  NAD 83(1986)-  47 16 11.98277(N)    106 59 00.88052(W) AD(       ) 3
 SQ0619  NGVD 29 (06/10/92)  899.6    (m)         2951.     (f) VERT ANG       
 SQ0619
 SQ0619.Superseded values are not recommended for survey control.
 SQ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0619.See file dsdata.txt to determine how the superseded data were derived.
 SQ0619
 SQ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN4996037077(NAD 83)
 SQ0619_MARKER: DS = TRIANGULATION STATION DISK
 SQ0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0619
 SQ0619  HISTORY     - Date     Condition        Report By
 SQ0619  HISTORY     - 1964     MONUMENTED       USGS
 SQ0619
 SQ0619                          STATION DESCRIPTION
 SQ0619
 SQ0619'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SQ0619'STATION ABOUT 3-1/2 MI. W. AND 4 MI. S. OF JORDAN, ON A LONG GRASSY
 SQ0619'RIDGE RUNNING NW-SE., IN THE SE. 1/4, SEC. 34, T 18 N, R 37 E, 24 FT.
 SQ0619'SW. OF THE CENTERLINE OF A TRACK RD. AT A CURVE ON THE HIGHEST POINT
 SQ0619'OF THE RIDGE.
 SQ0619'
 SQ0619'TO REACH FROM THE POST OFFICE IN JORDAN, GO W. ON HIGHWAY 20 03.1 MI.
 SQ0619'TO A WIRE GATE ON LEFT (1.0 MI. PAST A HIGHWAY BRIDGE), TURN LEFT AND
 SQ0619'FOLLOW TRACK RD. S. 01.9 MI. TO Y-FORK, KEEP RIGHT, PASSING THRU GATE,
 SQ0619'AND CONTINUE S. 0.5 MI. TO Y-JUNCTION WITH DIM RD. RIGHT, KEEP RIGHT
 SQ0619'(LEAVING MAIN RD.) AND FOLLOW DIM RD. W. AND NW. 01.2 MI. TO CURVE AT
 SQ0619'TOP OF RIDGE AND STATION ON LEFT AS DESCRIBED.
 SQ0619'
 SQ0619'STATION MARK--STANDARD ALUMINUM TABLET RIVETED TO A 1 IN. GALVANIZED
 SQ0619'PIPE PROJECTING 0.3 FT., STAMPED---HINT ET 1964---.
 SQ0619'
 SQ0619'A DIRECTION WAS OBSERVED TO THE CENTER OF A TV ANTENNA TOWER ABOUT 4
 SQ0619'MI. NE. (1 MI. S. OF JORDAN).  THERE IS A SMALL WHITE BUILDING AT THE
 SQ0619'BASE OF THE TOWER WHICH MAKES IDENTIFICATION EASY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8554 ***********************************************************************
 AJ8554  PACS        -  This is a Primary Airport Control Station.
 AJ8554  DESIGNATION -  HLN F
 AJ8554  PID         -  AJ8554
 AJ8554  STATE/COUNTY-  MT/LEWIS AND CLARK
 AJ8554  USGS QUAD   -  EAST HELENA (1985)
 AJ8554
 AJ8554                         *CURRENT SURVEY CONTROL
 AJ8554  ___________________________________________________________________
 AJ8554* NAD 83(1999)-  46 36 25.15673(N)    111 59 57.65685(W)     ADJUSTED  
 AJ8554* NAVD 88     -      1181.41   (meters)    3876.0    (feet)  GPS OBS   
 AJ8554  ___________________________________________________________________
 AJ8554  X           -  -1,644,604.325 (meters)                     COMP
 AJ8554  Y           -  -4,070,671.680 (meters)                     COMP
 AJ8554  Z           -   4,612,707.874 (meters)                     COMP
 AJ8554  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AJ8554  ELLIP HEIGHT-        1168.26  (meters)          (03/26/02) GPS OBS
 AJ8554  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 AJ8554
 AJ8554  HORZ ORDER  -  B
 AJ8554  ELLP ORDER  -  FIRST     CLASS I
 AJ8554
 AJ8554.This mark is at Helena Regional Airport (HLN)
 AJ8554
 AJ8554.The horizontal coordinates were established by GPS observations
 AJ8554.and adjusted by the National Geodetic Survey in March 2002..
 AJ8554.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ8554.DATUM ITEM on the data sheet items page.
 AJ8554
 AJ8554.The orthometric height was determined by GPS observations and a
 AJ8554.high-resolution geoid model.
 AJ8554
 AJ8554.GPS derived orthometric heights for airport stations designated as
 AJ8554.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8554.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8554.not indicate centimeter accuracy relative to other marks which are
 AJ8554.part of the NAVD 88 network.
 AJ8554
 AJ8554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8554
 AJ8554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8554
 AJ8554.The ellipsoidal height was determined by GPS observations
 AJ8554.and is referenced to NAD 83.
 AJ8554
 AJ8554.The geoid height was determined by GEOID03.
 AJ8554
 AJ8554;                    North         East     Units Scale Factor Converg.
 AJ8554;SPC MT       -   264,966.584   408,664.137   MT  0.99941754   -1 49 41.8
 AJ8554;SPC MT       -   869,312.94  1,340,761.60   iFT  0.99941754   -1 49 41.8
 AJ8554;UTM  12      - 5,161,976.631   423,468.809   MT  0.99967199   -0 43 34.4
 AJ8554
 AJ8554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8554!SPC MT       -   0.99981690  x   0.99941754  =   0.99923455
 AJ8554!UTM  12      -   0.99981690  x   0.99967199  =   0.99948895
 AJ8554
 AJ8554                          SUPERSEDED SURVEY CONTROL
 AJ8554
 AJ8554.No superseded survey control is available for this station.
 AJ8554
 AJ8554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2346961977(NAD 83)
 AJ8554_MARKER: F = FLANGE-ENCASED ROD
 AJ8554_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8554_STAMPING: HLN F 2001
 AJ8554_MARK LOGO: NGS   
 AJ8554_PROJECTION: RECESSED 0 CENTIMETERS
 AJ8554_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8554+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 AJ8554_ROD/PIPE-DEPTH: 6.7  meters
 AJ8554_SLEEVE-DEPTH  : 0.9 meters
 AJ8554
 AJ8554  HISTORY     - Date     Condition        Report By
 AJ8554  HISTORY     - 2001     MONUMENTED       NGS
 AJ8554  HISTORY     - 20010519 GOOD             NGS
 AJ8554  HISTORY     - 20020916 GOOD             NGS
 AJ8554
 AJ8554                          STATION DESCRIPTION
 AJ8554
 AJ8554'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8554'THE STATION IS LOCATED ON THE EAST SIDE OF HELENA AT THE HELENA
 AJ8554'REGIONAL AIRPORT, NEAR THE WEST END OF THE AIRFIELD AND NEAR THE
 AJ8554'HIGHEST POINT OF THE AIRFIELD, JUST SOUTHWEST OF THE RUNUP RAMP
 AJ8554'FOR RUNWAY END 9, NORTH OF AND IN LINE WITH THE CENTER OF THE
 AJ8554'NORTH FACE OF THE EAST 1 OF 4 GARAGE DOORS ON THE NORTH SIDE OF
 AJ8554'THE MAINTANENCE SHOP.  OWNERSHIP--CITY OF HELENA AND LEWIS AND
 AJ8554'CLARK COUNTY, 2858 SKYWAY DRIVE, HELENA, MT 59601.  CONTACT HAROLD
 AJ8554'WILLIAMS, MAINTANENCE SUPERINTENDENT, FOR PERMISSION TO OCCUPY
 AJ8554'THIS STATION AND ACCESS THROUGH THE LOCKED GATE.   PHONE
 AJ8554'406-442-2821.
 AJ8554'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AJ8554'HIGHWAY 15 AND CEDAR STREET (EXIT 193), GO EAST ON CEDAR STREET
 AJ8554'FOR 0.25 MI TO A LOCKED GATE ON THE LEFT.  TURN LEFT, NORTHEASTERLY,
 AJ8554'THROUGH THE GATE ON A SERVICE ROAD FOR 0.25 MI PASSING AROUND THE
 AJ8554'EAST SIDE OF THE
 AJ8554'MAINTANENCE SHOP TO THE STATION AHEAD.
 AJ8554'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN
 AJ8554'A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AJ8554'WITH A LOGO CAP SURROUNDED BY CONCRETE RECESSED 5 CM BELOW THE
 AJ8554'GROUND.  IT IS 75.3 M NORTH-NORTHWEST OF THE CENTER OF THE EAST 1
 AJ8554'OF 4 GARAGE DOORS ON THE NORTH SIDE OF THE MAINTAENCE SHOP, 59.6
 AJ8554'M WEST OF THE EDGE OF THE SERVICE ROAD LEADING TO RUNWAY END 9,
 AJ8554'56.6 M NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A STEEL SHED,
 AJ8554'44.8 M NORTH-NORTHWEST OF THE NORTH EDGE OF A CONCRETE PARKING
 AJ8554'LOT, 18.7 M WEST OF THE EXTENDED EAST FACE OF THE MAINTANANCE
 AJ8554'SHOP, AND 1.7 M SOUTHEAST OF A FIBERGLASS WITNESS POST.  THE ROD
 AJ8554'WAS DRIVEN TO REFUSAL AT 6.7 M.
 AJ8554'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AJ8554' 
 AJ8554'
 AJ8554
 AJ8554                          STATION RECOVERY (2001)
 AJ8554
 AJ8554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8554'RECOVERED AS DESCRIBED.
 AJ8554' 
 AJ8554' 
 AJ8554' 
 AJ8554'
 AJ8554
 AJ8554                          STATION RECOVERY (2002)
 AJ8554
 AJ8554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8554'RECOVERED AS DESCRIBED.
 AJ8554'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8555 ***********************************************************************
 AJ8555  SACS        -  This is a Secondary Airport Control Station.
 AJ8555  DESIGNATION -  HLN G
 AJ8555  PID         -  AJ8555
 AJ8555  STATE/COUNTY-  MT/LEWIS AND CLARK
 AJ8555  USGS QUAD   -  EAST HELENA (1985)
 AJ8555
 AJ8555                         *CURRENT SURVEY CONTROL
 AJ8555  ___________________________________________________________________
 AJ8555* NAD 83(1999)-  46 36 13.23033(N)    111 58 20.33453(W)     ADJUSTED  
 AJ8555* NAVD 88     -      1172.37   (meters)    3846.4    (feet)  GPS OBS   
 AJ8555  ___________________________________________________________________
 AJ8555  X           -  -1,642,781.288 (meters)                     COMP
 AJ8555  Y           -  -4,071,689.652 (meters)                     COMP
 AJ8555  Z           -   4,612,448.250 (meters)                     COMP
 AJ8555  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AJ8555  ELLIP HEIGHT-        1159.22  (meters)          (03/26/02) GPS OBS
 AJ8555  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 AJ8555
 AJ8555  HORZ ORDER  -  FIRST
 AJ8555  ELLP ORDER  -  FOURTH    CLASS II
 AJ8555
 AJ8555.This mark is at Helena Regional Airport (HLN)
 AJ8555
 AJ8555.The horizontal coordinates were established by GPS observations
 AJ8555.and adjusted by the National Geodetic Survey in March 2002..
 AJ8555.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ8555.DATUM ITEM on the data sheet items page.
 AJ8555
 AJ8555.The orthometric height was determined by GPS observations and a
 AJ8555.high-resolution geoid model.
 AJ8555
 AJ8555.GPS derived orthometric heights for airport stations designated as
 AJ8555.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8555.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8555.not indicate centimeter accuracy relative to other marks which are
 AJ8555.part of the NAVD 88 network.
 AJ8555
 AJ8555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8555
 AJ8555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8555
 AJ8555.The ellipsoidal height was determined by GPS observations
 AJ8555.and is referenced to NAD 83.
 AJ8555
 AJ8555.The geoid height was determined by GEOID03.
 AJ8555
 AJ8555;                    North         East     Units Scale Factor Converg.
 AJ8555;SPC MT       -   264,533.029   410,721.397   MT  0.99941795   -1 48 30.6
 AJ8555;SPC MT       -   867,890.52  1,347,511.15   iFT  0.99941795   -1 48 30.6
 AJ8555;UTM  12      - 5,161,582.623   425,534.548   MT  0.99966816   -0 42 23.5
 AJ8555
 AJ8555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8555!SPC MT       -   0.99981832  x   0.99941795  =   0.99923637
 AJ8555!UTM  12      -   0.99981832  x   0.99966816  =   0.99948654
 AJ8555
 AJ8555                          SUPERSEDED SURVEY CONTROL
 AJ8555
 AJ8555.No superseded survey control is available for this station.
 AJ8555
 AJ8555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2553561583(NAD 83)
 AJ8555_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ8555_SP_SET: CONCRETE CATCH BASIN
 AJ8555_STAMPING: HLN G 2001
 AJ8555_MARK LOGO: NGS   
 AJ8555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8555+STABILITY: SURFACE MOTION
 AJ8555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8555+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 AJ8555
 AJ8555  HISTORY     - Date     Condition        Report By
 AJ8555  HISTORY     - 2001     MONUMENTED       NGS
 AJ8555  HISTORY     - 20020916 GOOD             NGS
 AJ8555
 AJ8555                          STATION DESCRIPTION
 AJ8555
 AJ8555'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AJ8555'THE STATION IS LOCATED NEAR THE NORTHEAST SIDE OF HELENA AT THE
 AJ8555'HELENA REGIONAL AIRPORT.  NEAR AND WEST-NORTHWEST OF THE
 AJ8555'SOUTHEAST ROUNDED CORNER OF THE 1 ST GRASS MEDIAN EAST OF
 AJ8555'RUNWAY END 34 AND THE JUNCTION OF TAXIWAY C AND CONNECTOR
 AJ8555'TAXIWAY E.  IN TOP OF AND NEAR THE SOUTHEAST CORNER OF A 7X7X8
 AJ8555'FOOT DEEP CONCRETE CATCH BASIN WITH A 3X3 FOOT SQUARE METAL
 AJ8555'STORM GRATE.
 AJ8555' 
 AJ8555'OWNERSHIP--CITY OF HELENA AND LEWIS AND CLARK COUNTY, 2858
 AJ8555'SKYWAY DRIVE, HELENA, MT. 59601  CONTACT HAROLD WILLIAMS,
 AJ8555'MAINTANENCE SUPERINTENDENT, FOR PERMISSION TO OCCUPY THIS
 AJ8555'STATION AND ACCESS THROUGH THE LOCKED GATE.  PHONE 406-442-2821.
 AJ8555' 
 AJ8555'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF
 AJ8555'INTERSTATE HIGHWAY 15 AND CEDAR STREET (EXIT 193), NEAR THE
 AJ8555'NORTHEAST SIDE OF HELENA, GO EAST ON CEDAR STREET FOR 0.4 KM TO A
 AJ8555'LOCKED GATE ON THE LEFT.  TURN LEFT, NORTHEASTERLY PASSING
 AJ8555'THROUGH THE GATE THEN EAST ALONG A SERVICE ROAD FOR ABOUT 0.4 KM
 AJ8555'PAST THE CRASH FIRE RESCUE BUILDING THEN SOUTHEAST TO RUNWAY
 AJ8555'END 5.  BEAR  RIGHT SOUTH-SOUTHEAST FOR ABOUT 0.3 KM TO TAXIWAY C.
 AJ8555'TURN LEFT, EAST-SOUTHEAST FOR 1.9 KM ON TAXIWAY C PAST RUNWAY
 AJ8555'END 34 TO THE STATION ON THE LEFT, JUST BEFORE TAXIWAY E.
 AJ8555' 
 AJ8555'--NOTE-- THE STATION IS EASY TO FIND DUE TO THE SIZE AND LOCATION OF
 AJ8555'THE CATCH BASIN, BUT NO MEASUREMENTS ARE AVAILABLE AT THIS TIME
 AJ8555'AND WILL NEED TO BE TAKEN AND ADDED TO THE DESCRIPTION ON THE
 AJ8555'NEXT VISIT TO THE AIRPORT.
 AJ8555' 
 AJ8555'--NOTE-- THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ8555' 
 AJ8555'
 AJ8555
 AJ8555                          STATION RECOVERY (2002)
 AJ8555
 AJ8555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8555'RECOVERED AS DESCRIBED.  NEW REFERENCE MEASUREMENTS FOLLOW.
 AJ8555'393.0 FEET WEST OF THE WEST EDGE TAXIWAY E.
 AJ8555'209.2 FEET SOUTH OF THE SOUTH EDGE OF RUNWAY 9-27.
 AJ8555'168.3 FEET NORTH OF THE NORTH EDGE OF TAXIWAY C.
 AJ8555'1.5 FEET NORTH OF A WITNESS POST.
 AJ8555'
 AJ8555'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8556 ***********************************************************************
 AJ8556  SACS        -  This is a Secondary Airport Control Station.
 AJ8556  DESIGNATION -  HLN H
 AJ8556  PID         -  AJ8556
 AJ8556  STATE/COUNTY-  MT/LEWIS AND CLARK
 AJ8556  USGS QUAD   -  EAST HELENA (1985)
 AJ8556
 AJ8556                         *CURRENT SURVEY CONTROL
 AJ8556  ___________________________________________________________________
 AJ8556* NAD 83(1999)-  46 36 08.68387(N)    111 57 49.56065(W)     ADJUSTED  
 AJ8556* NAVD 88     -      1170.76   (meters)    3841.1    (feet)  GPS OBS   
 AJ8556  ___________________________________________________________________
 AJ8556  X           -  -1,642,211.536 (meters)                     COMP
 AJ8556  Y           -  -4,072,028.299 (meters)                     COMP
 AJ8556  Z           -   4,612,350.608 (meters)                     COMP
 AJ8556  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AJ8556  ELLIP HEIGHT-        1157.61  (meters)          (03/26/02) GPS OBS
 AJ8556  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 AJ8556
 AJ8556  HORZ ORDER  -  FIRST
 AJ8556  ELLP ORDER  -  FOURTH    CLASS II
 AJ8556
 AJ8556.This mark is at Helena Regional Airport (HLN)
 AJ8556
 AJ8556.The horizontal coordinates were established by GPS observations
 AJ8556.and adjusted by the National Geodetic Survey in March 2002..
 AJ8556.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ8556.DATUM ITEM on the data sheet items page.
 AJ8556
 AJ8556.The orthometric height was determined by GPS observations and a
 AJ8556.high-resolution geoid model.
 AJ8556
 AJ8556.GPS derived orthometric heights for airport stations designated as
 AJ8556.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8556.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8556.not indicate centimeter accuracy relative to other marks which are
 AJ8556.part of the NAVD 88 network.
 AJ8556
 AJ8556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8556
 AJ8556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8556
 AJ8556.The ellipsoidal height was determined by GPS observations
 AJ8556.and is referenced to NAD 83.
 AJ8556
 AJ8556.The geoid height was determined by GEOID03.
 AJ8556
 AJ8556;                    North         East     Units Scale Factor Converg.
 AJ8556;SPC MT       -   264,372.170   411,371.219   MT  0.99941811   -1 48 08.1
 AJ8556;SPC MT       -   867,362.76  1,349,643.11   iFT  0.99941811   -1 48 08.1
 AJ8556;UTM  12      - 5,161,434.253   426,187.507   MT  0.99966697   -0 42 01.1
 AJ8556
 AJ8556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8556!SPC MT       -   0.99981857  x   0.99941811  =   0.99923678
 AJ8556!UTM  12      -   0.99981857  x   0.99966697  =   0.99948560
 AJ8556
 AJ8556                          SUPERSEDED SURVEY CONTROL
 AJ8556
 AJ8556.No superseded survey control is available for this station.
 AJ8556
 AJ8556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2618861434(NAD 83)
 AJ8556_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ8556_SP_SET: CONCRETE CATCH BASIN
 AJ8556_STAMPING: HLN H 2001
 AJ8556_MARK LOGO: NGS   
 AJ8556_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8556+STABILITY: SURFACE MOTION
 AJ8556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8556+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 AJ8556
 AJ8556  HISTORY     - Date     Condition        Report By
 AJ8556  HISTORY     - 2001     MONUMENTED       NGS
 AJ8556  HISTORY     - 20020916 GOOD             NGS
 AJ8556
 AJ8556                          STATION DESCRIPTION
 AJ8556
 AJ8556'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AJ8556'THE STATION IS LOCATED NEAR THE NORTHEAST SIDE OF HELENA AT THE
 AJ8556'HELENA REGIONAL AIRPORT.  NEAR AND SOUTHWEST OF RUNWAY END 27,
 AJ8556'NEAR THE SOUTHEAST ROUNDED CORNER OF THE 2 ND. GRASS MEDIAN
 AJ8556'EAST OF RUNWAY END 34,  JUST EAST-SOUTHEAST OF A WINDSOCK, IN TOP
 AJ8556'OF AND NEAR THE SOUTHEAST CORNER OF A 7X7X8 FOOT DEEP CONCRETE
 AJ8556'CATCH BASIN WITH A 3X3 FOOT SQUARE METAL STORM GRATE.
 AJ8556' 
 AJ8556'OWNERSHIP--CITY OF HELENA AND LEWIS AND CLARK COUNTY, 2858
 AJ8556'SKYWAY DRIVE, HELENA, MT. 59601  CONTACT HAROLD WILLIAMS,
 AJ8556'MAINTANENCE SUPERINTENDENT, FOR PERMISSION TO OCCUPY THIS
 AJ8556'STATION AND ACCESS THROUGH THE LOCKED GATE.  PHONE 406-442-2821.
 AJ8556' 
 AJ8556'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF
 AJ8556'INTERSTATE HIGHWAY 15 AND CEDAR STREET (EXIT 193), NEAR THE
 AJ8556'NORTHEAST SIDE OF HELENA, GO EAST ON CEDAR STREET FOR 0.4 KM TO A
 AJ8556'LOCKED GATE ON THE LEFT.  TURN LEFT, NORTHEASTERLY PASSING
 AJ8556'THROUGH THE GATE THEN EAST ALONG A SERVICE ROAD FOR ABOUT 0.4 KM
 AJ8556'PAST THE CRASH FIRE RESCUE BUILDING THEN SOUTHEAST TO RUNWAY
 AJ8556'END 5.  BEAR  RIGHT SOUTH-SOUTHEAST FOR ABOUT 0.3 KM TO TAXIWAY C.
 AJ8556'TURN LEFT, EAST-SOUTHEAST FOR 2.5 KM ON TAXIWAY C TO A WINDSOCK
 AJ8556'AND THE STATION ON THE LEFT, JUST BEFORE THE CURVE NORTH TO
 AJ8556'RUNWAY END 27.
 AJ8556' 
 AJ8556'--NOTE-- THE STATION IS EASY TO FIND DUE TO THE SIZE AND LOCATION OF
 AJ8556'THE CATCH BASIN, BUT NO MEASUREMENTS ARE AVAILABLE AT THIS TIME
 AJ8556'AND WILL NEED TO BE TAKEN AND ADDED TO THE DESCRIPTION ON THE
 AJ8556'NEXT VISIT TO THE AIRPORT.
 AJ8556' 
 AJ8556'--NOTE-- THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ8556' 
 AJ8556'
 AJ8556
 AJ8556                          STATION RECOVERY (2002)
 AJ8556
 AJ8556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8556'RECOVERED AS DESCRIBED.   NEW REFERENCE MEASUREMENTS FOLLOW.
 AJ8556'184.6 FEET SOUTH OF THE SOUTH EDGE OF RUNWAY 9-27.
 AJ8556'143.4 FEET NORTH OF THE NORTH EDGE OF TAXIWAY C.
 AJ8556'61.7 FEET WESTNORTHWEST OF A TAXIWAY AND RUNWAY IDENTIFIER SIGN.
 AJ8556'48.0 FEET EAST SOUTH EAST OF A WIND SOCK.
 AJ8556'1.25 FEET NORTH OF A WITNESS POST.
 AJ8556'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0951 ***********************************************************************
 SU0951  DESIGNATION -  HOG HEAVEN LOOKOUT TOWER
 SU0951  PID         -  SU0951
 SU0951  STATE/COUNTY-  MT/LAKE
 SU0951  USGS QUAD   -  IRVINE LOOKOUT TOWER (1964)
 SU0951
 SU0951                         *CURRENT SURVEY CONTROL
 SU0951  ___________________________________________________________________
 SU0951* NAD 83(1992)-  47 51 08.10918(N)    114 25 59.00373(W)     ADJUSTED  
 SU0951* NAVD 88     -      1611.5    (meters)    5287.     (feet)  VERTCON   
 SU0951  ___________________________________________________________________
 SU0951  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 SU0951  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 SU0951
 SU0951  HORZ ORDER  -  THIRD
 SU0951
 SU0951.The horizontal coordinates were established by classical geodetic methods
 SU0951.and adjusted by the National Geodetic Survey in July 1992..
 SU0951
 SU0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU0951
 SU0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0951
 SU0951.The geoid height was determined by GEOID03.
 SU0951
 SU0951;                    North         East     Units Scale Factor Converg.
 SU0951;SPC MT       -   411,891.978   231,247.436   MT  0.99950019   -3 36 30.8
 SU0951;SPC MT       - 1,351,351.63    758,685.81   iFT  0.99950019   -3 36 30.8
 SU0951;UTM  11      - 5,303,069.110   692,022.215   MT  1.00005311   +1 54 13.5
 SU0951
 SU0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0951!SPC MT       -   0.99974991  x   0.99950019  =   0.99925023
 SU0951!UTM  11      -   0.99974991  x   1.00005311  =   0.99980301
 SU0951
 SU0951:                Primary Azimuth Mark                     Grid Az
 SU0951:SPC MT       -  IRVINE LO ET                             193 24 27.7
 SU0951:UTM  11      -  IRVINE LO ET                             187 53 43.4
 SU0951
 SU0951|---------------------------------------------------------------------|
 SU0951| PID    Reference Object                     Distance      Geod. Az  |
 SU0951|                                                           dddmmss.s |
 SU0951| SU0953 IRVINE LO ET                        APPROX.11.0 KM 1894756.9 |
 SU0951|---------------------------------------------------------------------|
 SU0951
 SU0951                          SUPERSEDED SURVEY CONTROL
 SU0951
 SU0951  NAD 83(1986)-  47 51 08.11943(N)    114 25 58.99389(W) AD(       ) 3
 SU0951  NAD 27      -  47 51 08.32097(N)    114 25 55.52326(W) AD(       ) 3
 SU0951  NGVD 29 (07/19/86) 1610.4    (m)         5283.     (f) VERT ANG       
 SU0951
 SU0951.Superseded values are not recommended for survey control.
 SU0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0951.See file dsdata.txt to determine how the superseded data were derived.
 SU0951
 SU0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP9202203069(NAD 83)
 SU0951
 SU0951  HISTORY     - Date     Condition        Report By
 SU0951  HISTORY     - 1940     MONUMENTED       CGS
 SU0951  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SU0951  HISTORY     - 1960     GOOD             USGS
 SU0951
 SU0951                          STATION DESCRIPTION
 SU0951
 SU0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0951'HOG HEAVEN LOOKOUT TOWER IS AN INDIAN SERVICE LOOKOUT TOWER
 SU0951'ABOUT 4-1/2 MILES WNW OF ELMO, 9-1/2 MILES WSW OF DAYTON
 SU0951'AND 17 MILES NW OF POLSON.  IT IS ON THE HIGHEST PART OF A
 SU0951'LARGE HILL, NEAR THE SW END OF A LONG RIDGE EXTENDING NE AND
 SU0951'SW.  THE TOWER IS ABOUT 70 FEET HIGH, THE HOUSE ON THE TOWER
 SU0951'IS METAL AND IS PAINTED SILVER.  THE TOP OF THE TOWER WAS
 SU0951'INTERSECTED.
 SU0951
 SU0951                          STATION RECOVERY (1956)
 SU0951
 SU0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SU0951'STATION RECOVERED IN GOOD CONDITION.  THE 1940 DESCRIPTION
 SU0951'IS ADEQUATE EXCEPT THAT THE CABIN HAS BURNED DOWN.
 SU0951
 SU0951                          STATION RECOVERY (1960)
 SU0951
 SU0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (ATW)
 SU0951'STATION MARK--CENTER OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1612 ***********************************************************************
 SS1612  DESIGNATION -  HOLIDAY
 SS1612  PID         -  SS1612
 SS1612  STATE/COUNTY-  MT/CASCADE
 SS1612  USGS QUAD   -  MOUNT CECELIA (1983)
 SS1612
 SS1612                         *CURRENT SURVEY CONTROL
 SS1612  ___________________________________________________________________
 SS1612* NAD 83(1992)-  47 18 31.41156(N)    111 45 17.81799(W)     ADJUSTED  
 SS1612* NAVD 88     -      1392.0    (meters)    4567.     (feet)  VERTCON   
 SS1612  ___________________________________________________________________
 SS1612  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 SS1612  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 SS1612
 SS1612  HORZ ORDER  -  THIRD
 SS1612
 SS1612.The horizontal coordinates were established by classical geodetic methods
 SS1612.and adjusted by the National Geodetic Survey in July 1992..
 SS1612
 SS1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1612
 SS1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1612
 SS1612.The geoid height was determined by GEOID03.
 SS1612
 SS1612;                    North         East     Units Scale Factor Converg.
 SS1612;SPC MT       -   342,331.739   429,612.784   MT  0.99940596   -1 38 58.2
 SS1612;SPC MT       - 1,123,135.63  1,409,490.76   iFT  0.99940596   -1 38 58.2
 SS1612;UTM  12      - 5,239,748.912   442,936.110   MT  0.99964002   -0 33 17.7
 SS1612
 SS1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1612!SPC MT       -   0.99978402  x   0.99940596  =   0.99919011
 SS1612!UTM  12      -   0.99978402  x   0.99964002  =   0.99942412
 SS1612
 SS1612                          SUPERSEDED SURVEY CONTROL
 SS1612
 SS1612  NAD 83(1986)-  47 18 31.41304(N)    111 45 17.80252(W) AD(       ) 3
 SS1612  NGVD 29 (05/18/92) 1391.1    (m)         4564.     (f) VERT ANG       
 SS1612
 SS1612.Superseded values are not recommended for survey control.
 SS1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1612.See file dsdata.txt to determine how the superseded data were derived.
 SS1612
 SS1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT4293639749(NAD 83)
 SS1612_MARKER: DS = TRIANGULATION STATION DISK
 SS1612_SETTING: 66 = SET IN ROCK OUTCROP
 SS1612_SP_SET: SET IN ROCK OUTCROP
 SS1612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1612+STABILITY: POSITION/ELEVATION WELL
 SS1612
 SS1612  HISTORY     - Date     Condition        Report By
 SS1612  HISTORY     - 1947     MONUMENTED       USGS
 SS1612
 SS1612                          STATION DESCRIPTION
 SS1612
 SS1612'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1612'STATION IS LOCATED 3 MI. N. AND 2 MI. W. OF CASCADE, MONTANA, IN E.
 SS1612'SIDE OF SEC. 17, T 18 N, R 1 W, ON MIDDLE AND HIGHEST POINT OF THREE
 SS1612'PROMINENT PEAKS ON HOGBACK RIDGE.
 SS1612'
 SS1612'TO REACH FROM POST OFFICE AT CASCADE, DRIVE N. ON U.S. HIGHWAY 91 ONE
 SS1612'BLOCK, TURN LEFT (W.) AND DRIVE TO TOWN LIMITS, CONTINUE ON PRIVATE
 SS1612'RD. 4.0 MI. TO THE RAYMOND TAYLOR RANCH, TURN RIGHT (N.) AND FOLLOW
 SS1612'DIM FIELD RD. 3.0 MI. TO BASE OF THREE HIGHEST PEAKS ON HOGBACK RIDGE,
 SS1612'PROCEED ON FOOT TO TOP OF RIDGE, STATION IS ON HIGHEST POINT.
 SS1612'
 SS1612'RECOVERED BY USGS IN 1957.
 SS1612'
 SS1612'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED---
 SS1612'---HOLIDAY 1947---.
 SS1612'
 SS1612'REFERENCE MARK NO. 1--A 3/4-IN. DRILL HOLE IN ROCK OUTCROP, 47.5 FT.
 SS1612'FROM STATION S 39 DEGREES 11 MINUTES W.
 SS1612'
 SS1612'REFERENCE MARK NO. 2--STANDARD TABLET SET IN ROCK OUTCROP, 33.2 FT.
 SS1612'FROM STATION S 87 DEGREES 20 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0612 ***********************************************************************
 ST0612  DESIGNATION -  HOLLAND
 ST0612  PID         -  ST0612
 ST0612  STATE/COUNTY-  MT/MISSOULA
 ST0612  USGS QUAD   -  HOLLAND PEAK (1994)
 ST0612
 ST0612                         *CURRENT SURVEY CONTROL
 ST0612  ___________________________________________________________________
 ST0612* NAD 83(1992)-  47 32 06.03334(N)    113 34 57.05892(W)     ADJUSTED  
 ST0612* NAVD 88     -      2853.2    (meters)    9361.     (feet)  VERTCON   
 ST0612  ___________________________________________________________________
 ST0612  LAPLACE CORR-          10.30  (seconds)                    DEFLEC99
 ST0612  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 ST0612
 ST0612  HORZ ORDER  -  THIRD
 ST0612
 ST0612.The horizontal coordinates were established by classical geodetic methods
 ST0612.and adjusted by the National Geodetic Survey in July 1992..
 ST0612
 ST0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0612
 ST0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0612
 ST0612.The geoid height was determined by GEOID03.
 ST0612
 ST0612;                    North         East     Units Scale Factor Converg.
 ST0612;SPC MT       -   373,026.790   292,926.198   MT  0.99943418   -2 59 11.0
 ST0612;SPC MT       - 1,223,841.17    961,043.96   iFT  0.99943418   -2 59 11.0
 ST0612;UTM  12      - 5,267,852.896   305,636.914   MT  1.00006426   -1 54 20.5
 ST0612
 ST0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0612!SPC MT       -   0.99955516  x   0.99943418  =   0.99898959
 ST0612!UTM  12      -   0.99955516  x   1.00006426  =   0.99961939
 ST0612
 ST0612:                Primary Azimuth Mark                     Grid Az
 ST0612:SPC MT       -  CONDON                                   323 59 47.0
 ST0612:UTM  12      -  CONDON                                   322 54 56.5
 ST0612
 ST0612|---------------------------------------------------------------------|
 ST0612| PID    Reference Object                     Distance      Geod. Az  |
 ST0612|                                                           dddmmss.s |
 ST0612| ST0613 CONDON                              APPROX. 8.7 KM 3210036.0 |
 ST0612|---------------------------------------------------------------------|
 ST0612
 ST0612                          SUPERSEDED SURVEY CONTROL
 ST0612
 ST0612  NAD 83(1986)-  47 32 06.04272(N)    113 34 57.04463(W) AD(       ) 3
 ST0612  NAD 27      -  47 32 06.26359(N)    113 34 53.74592(W) AD(       ) 3
 ST0612  NGVD 29 (07/19/86) 2851.8    (m)         9356.     (f) VERT ANG       
 ST0612
 ST0612.Superseded values are not recommended for survey control.
 ST0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0612.See file dsdata.txt to determine how the superseded data were derived.
 ST0612
 ST0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT0563767853(NAD 83)
 ST0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0612+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 ST0612
 ST0612  HISTORY     - Date     Condition        Report By
 ST0612  HISTORY     - 1900     MONUMENTED       USGS
 ST0612  HISTORY     - 1965     GOOD             USGS
 ST0612  HISTORY     - 20030819 GOOD             MSLACO
 ST0612
 ST0612                          STATION DESCRIPTION
 ST0612
 ST0612'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0612'A VERY HIGH, SHARP, BARE PEAK ON SWAN RANGE, ABOUT 8 MI. NE. OF
 ST0612'HOLLAND RANCH, IN SWAN VALLEY, AND 6 MI. W. OF N., FROM GORDON PASS.
 ST0612'MAY BE APPROACHED WITH ANIMALS FROM GORDON PASS BY KEEPING ON HIGH
 ST0612'SHELF, SWINGING AROUND AMPHITHEATERS E. OF CREST, CROSSING CREST IN
 ST0612'PASS, THEN FOLLOWING GAME TRAIL ABOUT 2 MI. S. OF STATION, AND THEN
 ST0612'TRAVELING ALONG RIDGE TO STATION.
 ST0612'
 ST0612'A TOUCH LANDING WITH HELICOPTER MADE JUST N. OF HIGH POINT AND
 ST0612'STATION.  A REASONABLE LANDING SPOT WAS CONSTRUCTED IN SADDLE E. OF
 ST0612'STATION ABOUT  100 FT. LOWER, ON RIDGE S. EDGE OF PERMANENT SNOWBANK.
 ST0612'
 ST0612'STATION MARK - BRONZE TRIANGULATION TABLET CEMENTED UNDER CENTER OF
 ST0612'CAIRN 8 FT. HIGH STAMPED ---HOLLAND ET 1965---.  TABLET SET IN 1900
 ST0612'STAMPING ADDED IN 1965.
 ST0612'
 ST0612'REFERENCE MARKS - NONE.
 ST0612
 ST0612                          STATION RECOVERY (2003)
 ST0612
 ST0612'RECOVERY NOTE BY MISSOULA COUNTY SURVEYOR 2003 (SEN)
 ST0612'MARK RECOVERED AS DESCRIBED
 ST0612'FOR ACCESS, USE RUMBLE CR. RD. PAST COONEY LOOKOUT TO TRAILHEAD.
 ST0612'FOLLOW TRAILS EASTERLY UP RIDGE BETWEEN RUMBLE CR. AND S. FK. RUMBLE
 ST0612'CR. TO APPROX. 6800'.  TRAIL THEN DROPS AND CONTOURS INTO LOWER RUMBLE
 ST0612'CR. LAKE.  CROSS OUTLET OF LOWER LAKE AND FOLLOW INDISTINCT TRAIL
 ST0612'SOUTH OF LAKE TO RUMBLE CR. LAKE.  FROM OUTLET OF UPPER LAKE ASCEND
 ST0612'SOUTHERLY TO RIDGE CREST, THEN FOLLOW RIDGE E THEN N TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0453 ***********************************************************************
 QV0453  DESIGNATION -  HOLLY
 QV0453  PID         -  QV0453
 QV0453  STATE/COUNTY-  MT/BIG HORN
 QV0453  USGS QUAD   -  NINEMILE POINT (1980)
 QV0453
 QV0453                         *CURRENT SURVEY CONTROL
 QV0453  ___________________________________________________________________
 QV0453* NAD 83(1992)-  45 46 27.53867(N)    107 34 20.09862(W)     ADJUSTED  
 QV0453* NAVD 88     -       953.     (meters)    3127.     (feet)  SCALED    
 QV0453  ___________________________________________________________________
 QV0453  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 QV0453  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 QV0453
 QV0453  HORZ ORDER  -  THIRD
 QV0453
 QV0453.The horizontal coordinates were established by classical geodetic methods
 QV0453.and adjusted by the National Geodetic Survey in July 1992..
 QV0453
 QV0453.The orthometric height was scaled from a topographic map.
 QV0453
 QV0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0453
 QV0453.The geoid height was determined by GEOID03.
 QV0453
 QV0453;                    North         East     Units Scale Factor Converg.
 QV0453;SPC MT       -   171,248.235   749,864.290   MT  0.99962358   +1 24 36.6
 QV0453;SPC MT       -   561,838.04  2,460,184.68   iFT  0.99962358   +1 24 36.6
 QV0453;UTM  13      - 5,072,190.872   300,018.271   MT  1.00009170   -1 50 38.0
 QV0453
 QV0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0453!SPC MT       -   0.99985295  x   0.99962358  =   0.99947658
 QV0453!UTM  13      -   0.99985295  x   1.00009170  =   0.99994463
 QV0453
 QV0453                          SUPERSEDED SURVEY CONTROL
 QV0453
 QV0453  NAD 83(1986)-  45 46 27.53627(N)    107 34 20.08410(W) AD(       ) 3
 QV0453
 QV0453.Superseded values are not recommended for survey control.
 QV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0453.See file dsdata.txt to determine how the superseded data were derived.
 QV0453
 QV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL0001872191(NAD 83)
 QV0453_MARKER: P = PIPE CAP
 QV0453_SETTING: 0 = UNSPECIFIED SETTING
 QV0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0453
 QV0453  HISTORY     - Date     Condition        Report By
 QV0453  HISTORY     - 1950     MONUMENTED       USGS
 QV0453
 QV0453                          STATION DESCRIPTION
 QV0453
 QV0453'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QV0453'STATION IS SE. 1/4 SEC 6, T 1 S, R 34 E.
 QV0453'
 QV0453'BEGINNING AT U.S. POST OFFICE, HARDIN, MONTANA, TRAVEL E. 3 BLOCKS
 QV0453'TO U.S. HIGHWAY 87 ACROSS BIG HORN RIVER BRIDGE 1.6 MI. TO COUNTY
 QV0453'RD. ACROSS LITTLE BIG HORN RIVER BRIDGE 2.3 MI. TO INTERSECTION,
 QV0453'THENCE LEFT, PASS THROUGH GATE, THENCE SHARPLY RIGHT, LEAVE RD.,
 QV0453'FOLLOW FENCE N. 0.25 MI. TO STATION 150 FT. W. OF N-S FENCE.
 QV0453'
 QV0453'STATION MARK - - BRASS CAP ON 2 IN. PIPE STAMPED---HOLLY---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0312 ***********************************************************************
 QV0312  DESIGNATION -  HOLMES
 QV0312  PID         -  QV0312
 QV0312  STATE/COUNTY-  MT/BIG HORN
 QV0312  USGS QUAD   -  DUDLEY SPRING (1972)
 QV0312
 QV0312                         *CURRENT SURVEY CONTROL
 QV0312  ___________________________________________________________________
 QV0312* NAD 83(1992)-  45 52 46.41153(N)    107 25 42.71197(W)     ADJUSTED  
 QV0312* NAVD 88     -      1150.6    (meters)    3775.     (feet)  VERTCON   
 QV0312  ___________________________________________________________________
 QV0312  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 QV0312  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 QV0312
 QV0312  HORZ ORDER  -  FIRST
 QV0312
 QV0312.The horizontal coordinates were established by classical geodetic methods
 QV0312.and adjusted by the National Geodetic Survey in July 1992..
 QV0312
 QV0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0312
 QV0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0312
 QV0312.The geoid height was determined by GEOID03.
 QV0312
 QV0312;                    North         East     Units Scale Factor Converg.
 QV0312;SPC MT       -   183,222.233   760,725.323   MT  0.99958611   +1 30 55.0
 QV0312;SPC MT       -   601,122.81  2,495,817.99   iFT  0.99958611   +1 30 55.0
 QV0312;UTM  13      - 5,083,533.744   311,547.285   MT  1.00003662   -1 44 38.0
 QV0312
 QV0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0312!SPC MT       -   0.99982195  x   0.99958611  =   0.99940814
 QV0312!UTM  13      -   0.99982195  x   1.00003662  =   0.99985856
 QV0312
 QV0312:                Primary Azimuth Mark                     Grid Az
 QV0312:SPC MT       -  HOLMES AZ MK                             023 37 18.3
 QV0312:UTM  13      -  HOLMES AZ MK                             026 52 51.3
 QV0312
 QV0312|---------------------------------------------------------------------|
 QV0312| PID    Reference Object                     Distance      Geod. Az  |
 QV0312|                                                           dddmmss.s |
 QV0312| CQ6739 HOLMES AZ MK                                       0250813.3 |
 QV0312| CQ6740 HOLMES RM 1                                        16234     |
 QV0312| CQ6741 HOLMES RM 2                          20.260 METERS 24933     |
 QV0312|---------------------------------------------------------------------|
 QV0312
 QV0312                          SUPERSEDED SURVEY CONTROL
 QV0312
 QV0312  NAD 83(1986)-  45 52 46.40552(N)    107 25 42.69283(W) AD(       ) 1
 QV0312  NAD 27      -  45 52 46.45545(N)    107 25 40.45708(W) AD(       ) 1
 QV0312  NGVD 29 (07/19/86) 1149.9    (m)         3773.     (f) VERT ANG       
 QV0312
 QV0312.Superseded values are not recommended for survey control.
 QV0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0312.See file dsdata.txt to determine how the superseded data were derived.
 QV0312
 QV0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL1154783534(NAD 83)
 QV0312_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QV0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0312
 QV0312  HISTORY     - Date     Condition        Report By
 QV0312  HISTORY     - 1934     MONUMENTED       CGS
 QV0312  HISTORY     - 1957     GOOD             USGS
 QV0312  HISTORY     - 1971     GOOD             NGS
 QV0312  HISTORY     - 1971     GOOD             USGS
 QV0312
 QV0312                          STATION DESCRIPTION
 QV0312
 QV0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0312'ABOUT 14 MILES NORTHEAST OF HARDIN, 7 MILES EAST OF THE
 QV0312'BIG HORN RIVER, ON THE NORTHWESTERN-MOST OF THREE BARE HUMPS
 QV0312'WHICH ARE THE HIGHEST BARE HILLS BETWEEN THE BIG HORN RIVER
 QV0312'AND TULLOCK CREEK, 0.3 MILE SOUTHWEST OF THE NORTHEAST CORNER
 QV0312'OF SEC. 36, T. 2 N., R. 34 E. AND 0.2 MILE WEST OF THE
 QV0312'SECTION-LINE FENCE.  PROJECTS 4 INCHES.  MARKS DESCRIBED.
 QV0312'
 QV0312'REFERENCE MARK NO. 1, IS SOUTH-SOUTHEAST OF STATION
 QV0312'ON SOUTH SLOPE OF KNOLL STATION IS ON.  PROJECTS 6 INCHES.
 QV0312'
 QV0312'REFERENCE MARK NO. 2, IS WEST-SOUTHWEST OF STATION
 QV0312'ON SAME KNOLL.  PROJECTS 6 INCHES.
 QV0312'
 QV0312'AZIMUTH MARK, IS NORTHEAST OF STATION, IN NORTHEAST
 QV0312'CORNER OF SECTION 36.  PROJECTS 6 INCHES.
 QV0312'
 QV0312'REACHED FROM HARDIN BY GOING EAST ON U.S. HIGHWAY 87E FOR
 QV0312'1.75 MILES TO THE BIG HORN RIVER BRIDGE, CONTINUE 0.1 MILE
 QV0312'BEYOND THE BRIDGE THEN TURN LEFT AND GO EAST ON A GRAVELED
 QV0312'ROAD 0.45 MILE TO THE LITTLE HORN RIVER BRIDGE.  CONTINUE
 QV0312'EAST ON THE GRAVELED AND DIRT ROAD 15.0 MILES, LEAVE MAIN
 QV0312'ROAD, TURN LEFT AND GO NORTH ON THE BIG HORN ROAD DOWN TULLOCK
 QV0312'CREEK 7.8 MILES TO 4 MAIL BOXES.  LEAVE MAIN GRADED ROAD
 QV0312'HERE AND TURN LEFT AND GO 0.3 MILE THEN TAKE LEFT FORK ABOUT
 QV0312'50 YARDS AFTER PASSING THROUGH GATE AND GO SOUTH 0.45 MILE,
 QV0312'THEN TURN WEST UP DRAW UP OVER RIDGE TO THE NORTH OF DRAW,
 QV0312'CONTINUE ON MAIN ROAD 1.9 MILES TO A GATE.  CONTINUE 0.85
 QV0312'MILE TO FORK, TAKE LEFT FORK (MAIN ROAD) AND GO 0.8 MILE,
 QV0312'THEN TURN LEFT AND FOLLOW ROAD ALONG THE LEFT SIDE OF
 QV0312'FIELD 0.9 MILE TO A GATE.  THEN TAKE LEFT FORK THROUGH
 QV0312'GATE AND WEST ALONG NORTH SIDE OF FENCE 0.3 MILE TO
 QV0312'GATE.  TURN SOUTH THROUGH GATE AND GO 0.1 MILE TO M.D.
 QV0312'HOLMES RANCH.  FROM HERE GO WEST 0.35 MILE, THEN TAKE
 QV0312'RIGHT FORK THROUGH GATE IN NORTH-AND-SOUTH FENCE.  LEAVE
 QV0312'ROAD AND GO SOUTHWEST ACROSS FIELD 0.25 MILE TO STATION.
 QV0312'
 QV0312'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QV0312'
 QV0312'HEIGHT OF LIGHT ABOVE STATION MARK - 1.10 METERS.
 QV0312
 QV0312                          STATION RECOVERY (1957)
 QV0312
 QV0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QV0312'STATION MARK - STANDARD NGS DISK, STAMPED ---HOLMES 1934---.
 QV0312'
 QV0312'REFERENCE MARKS - NONE.
 QV0312
 QV0312                          STATION RECOVERY (1971)
 QV0312
 QV0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DH)
 QV0312'THE STATION IS LOCATED SOUTH 3 DEGREES EAST ABOUT 19 MILES
 QV0312'AIRLINE DISTANCE FROM THE INTERSECTION OF I-94 AND THE TULLOCK
 QV0312'CREEK ROAD ON TOP OF A GRASSY TOPPED HILL IN SECTION 36,
 QV0312'TOWNSHIP 2 NORTH, RANGE 34 EAST.
 QV0312'
 QV0312'TO REACH FROM THE INTERSECTION OF I-94 AND THE TULLOCK CREEK
 QV0312'ROAD, GO SOUTH ON THE TULLOCK CREEK ROAD, FROM THE BIG HORN
 QV0312'EXIT ON I-94 AND GO 20.3 MILES TO A T-ROAD WEST.  (THIS IS
 QV0312'ABOUT 0.6 MILES SOUTH OF THE REDDING RANCH).  GO RIGHT
 QV0312'(WEST) ON THE TRACK ROAD FOR 1.4 MILES TO A ROAD FORK.  TAKE
 QV0312'THE LEFT FORK (WEST) 0.1 MILE TO A Y-ROAD.  GO RIGHT (NORTHWEST)
 QV0312'TO CROSS THE DRAIN AND GO 3.6 MILES UP THE RIDGE TO A ROAD
 QV0312'FORK.  TAKE LEFT FORK (SOUTHWEST) AT GATE AND GO 0.3 MILES
 QV0312'TO ANOTHER ROAD FORK.  TAKE RIGHT FORK SOUTHWEST AND WEST
 QV0312'FOR 0.5 MILES TO A FENCE CORNER EAST.  THE AZIMUTH MARK IS
 QV0312'1 FOOT WEST OF THE CORNER POST.  FROM THE AZIMUTH MARK GO
 QV0312'ACROSS COUNTRY FOR 0.4 MILES SOUTHWEST TO THE TOP OF A
 QV0312'GRASSY TOPPED HILL AND STATION SITE.
 QV0312'
 QV0312'THE STATION MARK AND TWO REFERENCE MARKS ARE USC AND GS BRONZE
 QV0312'DISKS, SET IN THE TOP OF CONCRETE POSTS, PROJECTING ABOUT
 QV0312'0.8 FEET ABOVE GROUND STAMPED AS FOLLOWS--
 QV0312'
 QV0312'STATION MARK--THE DISK IS STAMPED HOLMES 1934.
 QV0312'
 QV0312'REFERENCE MARK NO. 1--THE DISK IS STAMPED HOLMES R.M. 1.
 QV0312'
 QV0312'REFERENCE MARK NO. 2--THE DISK IS STAMPED HOLMES R.M. 2.
 QV0312'
 QV0312'STATION MASCHETAH USC AND GS IS VISIBLE FROM THE GROUND.
 QV0312'
 QV0312'THIS STATION WAS NOT OCCUPIED THUS REFERENCE MARK DISTANCES
 QV0312'AND DIRECTIONS WERE NOT CHECKED.
 QV0312
 QV0312                          STATION RECOVERY (1971)
 QV0312
 QV0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QV0312'THE STATION IS LOCATED S. 3 DEGREES E. ABOUT 19 MI. AIRLINE DISTANCE
 QV0312'FROM THE INTERSECTION OF I-94 AND THE TULLOCK CREEK ROAD ON TOP OF A
 QV0312'GRASSY TOPPED HILL IN SEC. 36, T 2 N , R 34 E.
 QV0312'
 QV0312'TO REACH FROM THE INTERSECTION OF I-94 AND THE TULLOCK CREEK ROAD,
 QV0312'FROM THE BIG HORN EXIT ON I-94 AND GO 20.3 MI. TO A T-RD. W.
 QV0312'(THIS IS ABOUT 0.6 MI. S. OF THE REDDING RANCH).  GO RIGHT (W.)
 QV0312'ON THE TRACK RD. FOR 1.4 MI. TO A RD. FORK. TAKE THE LEFT FORK (W.)
 QV0312'0.1 MI. TO A Y-RD. GO RIGHT (NW.) TO CROSS THE DRAIN AND GO 3.6 MI.
 QV0312'UP THE RIDGE TO A RD. FORK.  TAKE LEFT FORK (SW.) AT GATE AND GO 0.3
 QV0312'MI. TO ANOTHER RD. FORK.  TAKE RIGHT FORK SW. AND W. FOR 0.5 MI. TO
 QV0312'A FENCE CORNER E. THE AZIMUTH MARK IS 1 FT. W. OF THE CORNER POST.
 QV0312'FROM THE AZIMUTH MARK GO ACROSS COUNTRY FOR 0.4 MI. SW. TO THE
 QV0312'TOP OF A GRASSY TOPPED HILL AND STATION SITE.
 QV0312'
 QV0312'THE STATION MARK AND TWO REFERENCE MARKS ARE USC AND GS BRONZE DISKS,
 QV0312'SET IN THE TOP OF CONCRETE POSTS, PROJECTING ABOUT 0.8 FT.
 QV0312'ABOVE GROUND, STAMPED AS FOLLOWS
 QV0312'
 QV0312'STATION MARK - - THE DISK IS STAMPED---HOLMES 1934---.
 QV0312'
 QV0312'REFERENCE MARK NO. 1 - - THE DISK IS STAMPED---HOLMES RM 1
 QV0312'---.
 QV0312'
 QV0312'REFERENCE MARK NO. 2 - - THE DISK IS STAMPED---HOLMES RM 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1176 ***********************************************************************
 SR1176  DESIGNATION -  HOLMES
 SR1176  PID         -  SR1176
 SR1176  STATE/COUNTY-  MT/FERGUS
 SR1176  USGS QUAD   -  COUNCIL ISLAND (1978)
 SR1176
 SR1176                         *CURRENT SURVEY CONTROL
 SR1176  ___________________________________________________________________
 SR1176* NAD 83(1992)-  47 43 38.48880(N)    109 31 46.61738(W)     ADJUSTED  
 SR1176* NAVD 88     -       991.4    (meters)    3253.     (feet)  VERTCON   
 SR1176  ___________________________________________________________________
 SR1176  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 SR1176  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 SR1176
 SR1176  HORZ ORDER  -  THIRD
 SR1176
 SR1176.The horizontal coordinates were established by classical geodetic methods
 SR1176.and adjusted by the National Geodetic Survey in July 1992..
 SR1176
 SR1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1176
 SR1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1176
 SR1176.The geoid height was determined by GEOID03.
 SR1176
 SR1176;                    North         East     Units Scale Factor Converg.
 SR1176;SPC MT       -   386,396.933   597,779.457   MT  0.99947051   -0 01 18.0
 SR1176;SPC MT       - 1,267,706.47  1,961,218.69   iFT  0.99947051   -0 01 18.0
 SR1176;UTM  12      - 5,287,044.915   610,259.570   MT  0.99974939   +1 05 17.2
 SR1176
 SR1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1176!SPC MT       -   0.99984695  x   0.99947051  =   0.99931754
 SR1176!UTM  12      -   0.99984695  x   0.99974939  =   0.99959638
 SR1176
 SR1176                          SUPERSEDED SURVEY CONTROL
 SR1176
 SR1176  NAD 83(1986)-  47 43 38.48644(N)    109 31 46.59998(W) AD(       ) 3
 SR1176  NGVD 29 (05/18/92)  990.6    (m)         3250.     (f) VERT ANG       
 SR1176
 SR1176.Superseded values are not recommended for survey control.
 SR1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1176.See file dsdata.txt to determine how the superseded data were derived.
 SR1176
 SR1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1026087045(NAD 83)
 SR1176_MARKER: DS = TRIANGULATION STATION DISK
 SR1176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1176_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1176
 SR1176  HISTORY     - Date     Condition        Report By
 SR1176  HISTORY     - 1889     MONUMENTED       MORC
 SR1176  HISTORY     - 1952     GOOD             USGS
 SR1176
 SR1176                          STATION DESCRIPTION
 SR1176
 SR1176'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SR1176'FOLLOWING DESCRIPTION BY USGS, 1952
 SR1176'
 SR1176'STATION IS LOCATED ABOUT 11 AIRLINE MI. N. AND 7 AIRLINE MI. W. OF
 SR1176'WINIFRED, MONTANA, IN SEC. 34, R 17 E, T 23 N.  IT IS 1.5 MI. NW. OF
 SR1176'THE JIM GIBBONS RANCH ON THE SECOND RIDGE DOWN FROM THE MISSOURI
 SR1176'RIVER BLUFFS.
 SR1176'
 SR1176'TO REACH THE STATION FROM THE MAIN CROSS STREET AND LIGHT POLE IN
 SR1176'WINIFRED, MONTANA, GO N. FOR 0.1 MI. TO A RD. JUNCTION, THENCE RIGHT
 SR1176'(E.) FOR 2.1 MI. TO A RD. JUNCTION, KEEP STRAIGHT AHEAD (N.) FOR 2.0
 SR1176'MI. TO A RD. JUNCTION, KEEP STRAIGHT AHEAD (N.) FOR 0.3 MI. TO A RD.
 SR1176'JUNCTION, KEEP STRAIGHT AHEAD (N.) FOR 3.2 MI. TO A RD. JUNCTION,
 SR1176'KEEP STRAIGHT AHEAD (N.) FOR 3.6 MI. TO A RD. JUNCTION, THENCE TAKE
 SR1176'LEFT FORK (NW.) FOR 0.5 MI. TO A RD. JUNCTION, THENCE TAKE LEFT FORK
 SR1176'(W.) FOR 5.4 MI. TO A RD. JUNCTION, THENCE TAKE LEFT FORK (W.) FOR
 SR1176'3.6 MI. TO THE JIM GIBBONS RANCH, THENCE GO N. FROM MAIN BARN FOR 0.3
 SR1176'MI. TO A GATE, GO THROUGH GATE, THENCE LEFT (W.) FOR 0.7 MI. TO A
 SR1176'CABIN ON LEFT, THENCE NW. ALONG EDGE OF FIELD FOR 0.5 MI. TO EDGE OF
 SR1176'FIELD, THENCE RIGHT (E.) ALONG EDGE OF FIELD FOR 0.1 MI. TO TOP OF
 SR1176'RIDGE, THENCE NW. ALONG RIDGE FOR 0.3 MI. TO EDGE OF RIM AND END OF
 SR1176'TRUCK TRAVEL.  FOLLOW TRAIL N. (600 FT.) TO HIGHEST POINT OF SECOND
 SR1176'RIDGE AND STATION.
 SR1176'
 SR1176'STATION MARK--A STANDARD MORC IRON CAP BOLTED ON AN IRON PIPE,
 SR1176'PROJECTING 4 IN. ABOVE GROUND.  NO ADDITIONAL STAMPING ON CAP.
 SR1176'
 SR1176'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0338 ***********************************************************************
 QU0338  DESIGNATION -  HOLT
 QU0338  PID         -  QU0338
 QU0338  STATE/COUNTY-  MT/CUSTER
 QU0338  USGS QUAD   -  CAREY-MALONE SCHOOL (1973)
 QU0338
 QU0338                         *CURRENT SURVEY CONTROL
 QU0338  ___________________________________________________________________
 QU0338* NAD 83(1992)-  45 56 35.09227(N)    105 47 03.45074(W)     ADJUSTED  
 QU0338* NAVD 88     -      1034.7    (meters)    3395.     (feet)  VERTCON   
 QU0338  ___________________________________________________________________
 QU0338  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 QU0338  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 QU0338
 QU0338  HORZ ORDER  -  SECOND
 QU0338
 QU0338.The horizontal coordinates were established by classical geodetic methods
 QU0338.and adjusted by the National Geodetic Survey in July 1992..
 QU0338
 QU0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0338
 QU0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0338
 QU0338.The geoid height was determined by GEOID03.
 QU0338
 QU0338;                    North         East     Units Scale Factor Converg.
 QU0338;SPC MT       -   194,984.227   887,892.685   MT  0.99956509   +2 43 05.0
 QU0338;SPC MT       -   639,712.03  2,913,033.74   iFT  0.99956509   +2 43 05.0
 QU0338;UTM  13      - 5,088,022.473   439,208.284   MT  0.99964543   -0 33 49.1
 QU0338
 QU0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0338!SPC MT       -   0.99984031  x   0.99956509  =   0.99940546
 QU0338!UTM  13      -   0.99984031  x   0.99964543  =   0.99948579
 QU0338
 QU0338                          SUPERSEDED SURVEY CONTROL
 QU0338
 QU0338  NAD 83(1986)-  45 56 35.07008(N)    105 47 03.42341(W) AD(       ) 2
 QU0338  NAD 27      -  45 56 35.05800(N)    105 47 01.44600(W) AD(       ) 2
 QU0338  NGVD 29 (07/19/86) 1034.0    (m)         3392.     (f) VERT ANG       
 QU0338
 QU0338.Superseded values are not recommended for survey control.
 QU0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0338.See file dsdata.txt to determine how the superseded data were derived.
 QU0338
 QU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL3920888022(NAD 83)
 QU0338_MARKER: DS = TRIANGULATION STATION DISK
 QU0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QU0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0338+STABILITY: SURFACE MOTION
 QU0338
 QU0338  HISTORY     - Date     Condition        Report By
 QU0338  HISTORY     - 1949     MONUMENTED       CGS
 QU0338
 QU0338                          STATION DESCRIPTION
 QU0338
 QU0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 QU0338'STATION IS ON THE SOUTHERN END OF A LONG RIDGE THAT RUNS NORTH
 QU0338'AND SOUTH, ABOUT 7-1/2 MILES NORTHWEST OF THE VOLBERG POSTOFFICE,
 QU0338'6 MILES WEST OF U.S. HIGHWAY 212 AND ON LAND OWNED BY MRS. NELL
 QU0338'OTIS.  IT IS 10 FEET EAST OF A WITNESS POST.
 QU0338'
 QU0338'TO REACH FROM THE POSTOFFICE IN VOLBORG, GO NORTH ON U.S. HIGHWAY
 QU0338'212 FOR 8.8 MILES TO A SIDE ROAD ON THE LEFT AND A WHITE SCHOOL
 QU0338'HOUSE, TURN LEFT OFF HIGHWAY AND GO 0.7 MILE TO A CATTLE GUARD,
 QU0338'CONTINUE ON BLADED ROAD FOR 2.5 MILES TO A GATE, PASS THROUGH
 QU0338'GATE AND CONTINUE SOUTH FOR 2.1 MILES TO A RANCH HOUSE, CONTINUE
 QU0338'PAST RANCH HOUSE FOR 0.2 MILE TO A FORK, JUST AFTER CROSSING
 QU0338'CATTLE GUARD, KEEP THE LEFT FORK FOR 1.3 MILES TO A FORK, KEEP
 QU0338'RIGHT FORK FOR 0.15 MILE TO A GATE IN FENCE CORNER, PASS
 QU0338'THROUGH GATE AND GO 1.15 MILES TO A GATE IN THE NORTH-SOUTH
 QU0338'FENCE LINE, CONTINUE THROUGH GATE FOR 0.15 MILE TO THE AZIMUTH
 QU0338'MARK ON THE RIGHT, CONTINUE FOR 0.15 MILE TO A FORK, KEEP
 QU0338'RIGHT FORK FOR 0.15 MILE TO AN OLD HOUSE, CONTINUE WEST FOR
 QU0338'0.1 MILE TO A FORK, KEEP LEFT FORK FOR 0.1 MILE TO A FENCE,
 QU0338'TURN LEFT ALONG EAST SIDE OF FENCE FOR 0.05 MILE TO TOP OF RIDGE
 QU0338'AND THE STATION.
 QU0338'
 QU0338'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLT 1949.
 QU0338'
 QU0338'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QU0338'HOLT NO 1 1949.
 QU0338'
 QU0338'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QU0338'HOLT NO 2 1949.
 QU0338'
 QU0338'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE FROM THE STATION,
 QU0338'3 FEET WEST OF A WITNESS POST AND 8 FEET NORTH OF ROAD.  THE
 QU0338'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLT 1949.
 QU0338'
 QU0338'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 QU0338'THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 QU0338'
 QU0338'STATIONS TONGUE 1934, HADDOW AND ANDERSON ARE VISIBLE FROM THE
 QU0338'GROUND.
 QU0338'
 QU0338'STATION HOLT WAS NOT OCCUPIED BY AN OBSERVING PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0335 ***********************************************************************
 QU0335  DESIGNATION -  HOME
 QU0335  PID         -  QU0335
 QU0335  STATE/COUNTY-  MT/POWDER RIVER
 QU0335  USGS QUAD   -  HOME CREEK BUTTE (1995)
 QU0335
 QU0335                         *CURRENT SURVEY CONTROL
 QU0335  ___________________________________________________________________
 QU0335* NAD 83(1992)-  45 36 08.16502(N)    105 56 13.60861(W)     ADJUSTED  
 QU0335* NAVD 88     -      1344.1    (meters)    4410.     (feet)  VERTCON   
 QU0335  ___________________________________________________________________
 QU0335  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 QU0335  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 QU0335
 QU0335  HORZ ORDER  -  FIRST
 QU0335
 QU0335.The horizontal coordinates were established by classical geodetic methods
 QU0335.and adjusted by the National Geodetic Survey in July 1992..
 QU0335
 QU0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0335
 QU0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0335
 QU0335.The geoid height was determined by GEOID03.
 QU0335
 QU0335;                    North         East     Units Scale Factor Converg.
 QU0335;SPC MT       -   156,607.098   877,782.282   MT  0.99969191   +2 36 22.6
 QU0335;SPC MT       -   513,802.81  2,879,863.13   iFT  0.99969191   +2 36 22.6
 QU0335;UTM  13      - 5,050,285.328   426,919.043   MT  0.99966566   -0 40 10.6
 QU0335
 QU0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0335!SPC MT       -   0.99979171  x   0.99969191  =   0.99948369
 QU0335!UTM  13      -   0.99979171  x   0.99966566  =   0.99945744
 QU0335
 QU0335|---------------------------------------------------------------------|
 QU0335| PID    Reference Object                     Distance      Geod. Az  |
 QU0335|                                                           dddmmss.s |
 QU0335| CQ7847 HOME RM 1                            17.243 METERS 14654     |
 QU0335| QU0334 THREE MILE                          APPROX.14.1 KM 1725553.3 |
 QU0335| CQ7848 HOME RM 2                            11.772 METERS 19143     |
 QU0335|---------------------------------------------------------------------|
 QU0335
 QU0335                          SUPERSEDED SURVEY CONTROL
 QU0335
 QU0335  NAD 83(1986)-  45 36 08.13733(N)    105 56 13.58857(W) AD(       ) 1
 QU0335  NAD 27      -  45 36 08.13900(N)    105 56 11.59500(W) AD(       ) 1
 QU0335  NGVD 29 (07/19/86) 1343.4    (m)         4407.     (f) VERT ANG       
 QU0335
 QU0335.Superseded values are not recommended for survey control.
 QU0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0335.See file dsdata.txt to determine how the superseded data were derived.
 QU0335
 QU0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL2691950285(NAD 83)
 QU0335_MARKER: DS = TRIANGULATION STATION DISK
 QU0335_SETTING: 80 = SET IN A BOULDER
 QU0335_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QU0335
 QU0335  HISTORY     - Date     Condition        Report By
 QU0335  HISTORY     - 1934     MONUMENTED       CGS
 QU0335
 QU0335                          STATION DESCRIPTION
 QU0335
 QU0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QU0335'ABOUT 16 MILES EAST OF ASHLAND AND 7 MILES SOUTH OF STACEY POST
 QU0335'OFFICE.  ON A PROMINENT HEAVILY TIMBERED BUTTE.  IN SEC. 4, T.
 QU0335'3 S., R. 47 E., KNOWN AS HOME CREEK BUTTE.  NEAR SOUTH END OF
 QU0335'SHARP POINT THAT DROPS OFF TO THE SOUTH, AND 141.0 FEET WEST OF
 QU0335'WIRE FENCE.  MARK IS SET IN A DRILL HOLE IN A BOULDER.
 QU0335'
 QU0335'REACHED FROM ASHLAND BY GOING EAST ON OTTER CREEK ROAD 0.7
 QU0335'MILE, THEN LEFT FORK, ON EAST FORK OTTER CREEK ROAD, (A GRADED
 QU0335'ROAD), AND GO 12.1 MILES, THEN LEFT FORK 3.8 MILES TO TOP OF
 QU0335'DIVIDE WHERE A ROAD TURNS LEFT DOWN BEAVER CREEK, CONTINUE
 QU0335'STRAIGHT AHEAD 0.15 MILE.  LEAVE GRADED ROAD, TURN RIGHT AND GO
 QU0335'SOUTHEAST ON AN UNIMPROVED ROAD 0.15 MILE, THEN RIGHT FORK 1.2
 QU0335'MILES TO WIRE GATE, CONTINUE ON RIDGE IN TIMBER 0.35 MILE,
 QU0335'CONTINUE STRAIGHT AHEAD ON RIGHT FORK 0.1 MILE TO WIRE GATE IN
 QU0335'FENCE CORNER.  PASS THROUGH GATE, FOLLOW MAIN ROAD ACROSS
 QU0335'FIELDS 1.0 MILE TO FARM BUILDINGS.  GO THROUGH FARMYARD, CROSS
 QU0335'COULEE AND GO EAST 0.1 MILE TO GATE.  GO THROUGH GATE, TURN
 QU0335'RIGHT, (SOUTH) 0.05 MILE, CONTINUE STRAIGHT AHEAD ON RIGHT FORK
 QU0335'0.2 MILE TO GATE.  PASS THROUGH GATE, CONTINUING ON LEFT
 QU0335'FORK (ABOUT 50 FEET) ON A DIM ROAD AND GO SOUTHEAST 0.4
 QU0335'MILE TO SADDLE BETWEEN A SMALL, POINTED, CONE-SHAPED PEAK AND
 QU0335'HOME CREEK BUTTE.  FROM HERE PACK UP HILL TO THE SOUTHWEST
 QU0335'AND FOLLOW TOP OF RIDGE TO THE SOUTHWEST END OF BUTTE AND
 QU0335'STATION.
 QU0335'
 QU0335'A 4-FOOT STAND WILL SEE ALL STATIONS.  SUPPLIES AND WATER AT
 QU0335'ASHLAND.  A 10-MINUTE PACK WITH LOAD.
 QU0335'
 QU0335'REFERENCE MARK NO. 1, IS EAST-SOUTHEAST OF STATION AND
 QU0335'ON SOUTH EDGE OF POINT STATION IS ON.
 QU0335'
 QU0335'REFERENCE MARK NO. 2, IS SOUTH-SOUTHEAST OF STATION
 QU0335'AND ON EXTREME SOUTH END OF POINT STATION IS ON.
 QU0335'
 QU0335'HEIGHT OF LIGHT ABOVE STATION MARK - 1.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0933 ***********************************************************************
 TN0933  DESIGNATION -  HOODOO
 TN0933  PID         -  TN0933
 TN0933  STATE/COUNTY-  MT/LINCOLN
 TN0933  USGS QUAD   -  CABLE MOUNTAIN (1983)
 TN0933
 TN0933                         *CURRENT SURVEY CONTROL
 TN0933  ___________________________________________________________________
 TN0933* NAD 83(1992)-  48 13 20.31920(N)    115 32 31.80601(W)     ADJUSTED  
 TN0933* NAVD 88     -      1592.4    (meters)    5224.     (feet)  VERTCON   
 TN0933  ___________________________________________________________________
 TN0933  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 TN0933  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TN0933
 TN0933  HORZ ORDER  -  SECOND
 TN0933
 TN0933.The horizontal coordinates were established by classical geodetic methods
 TN0933.and adjusted by the National Geodetic Survey in July 1992..
 TN0933
 TN0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0933
 TN0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0933
 TN0933.The geoid height was determined by GEOID03.
 TN0933
 TN0933;                    North         East     Units Scale Factor Converg.
 TN0933;SPC MT       -   458,706.164   151,658.827   MT  0.99961645   -4 25 11.5
 TN0933;SPC MT       - 1,504,941.48    497,568.33   iFT  0.99961645   -4 25 11.5
 TN0933;UTM  11      - 5,342,037.004   608,278.356   MT  0.99974405   +1 05 14.1
 TN0933
 TN0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0933!SPC MT       -   0.99975301  x   0.99961645  =   0.99936955
 TN0933!UTM  11      -   0.99975301  x   0.99974405  =   0.99949712
 TN0933
 TN0933|---------------------------------------------------------------------|
 TN0933| PID    Reference Object                     Distance      Geod. Az  |
 TN0933|                                                           dddmmss.s |
 TN0933| CH6680 HOODOO RM 1                          26.840 METERS 13030     |
 TN0933| CH6681 HOODOO RM 2                          11.230 METERS 19059     |
 TN0933| TN0934 BIG LOAF MOUNTAIN                   APPROX.11.8 KM 2785004.3 |
 TN0933|---------------------------------------------------------------------|
 TN0933
 TN0933                          SUPERSEDED SURVEY CONTROL
 TN0933
 TN0933  NAD 83(1986)-  48 13 20.33191(N)    115 32 31.81406(W) AD(       ) 2
 TN0933  NAD 27      -  48 13 20.48324(N)    115 32 28.24129(W) AD(       ) 2
 TN0933  NGVD 29 (07/19/86) 1591.2    (m)         5220.     (f) VERT ANG       
 TN0933
 TN0933.Superseded values are not recommended for survey control.
 TN0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0933.See file dsdata.txt to determine how the superseded data were derived.
 TN0933
 TN0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0827842037(NAD 83)
 TN0933_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0933_SETTING: 66 = SET IN ROCK OUTCROP
 TN0933
 TN0933  HISTORY     - Date     Condition        Report By
 TN0933  HISTORY     - 1960     MONUMENTED       CGS
 TN0933
 TN0933                          STATION DESCRIPTION
 TN0933
 TN0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0933'THE STATION IS NEAR THE WEST END OF A CLEARING AT THE WEST
 TN0933'END OF A HEAVILY TIMBERED RIDGE WHICH FORMS BIG HOODOO MOUNTAIN
 TN0933'AND AT THE SITE OF THE BIG HOODOO MOUNTAIN LOOKOUT TOWER WHICH
 TN0933'HAS BEEN DESTROYED.  IT IS ABOUT 11 MILES SOUTH OF LIBBY, 3
 TN0933'MILES WEST OF U.S. HIGHWAY 2 AND IN THE NORTHWEST 1/4 OF SECTION
 TN0933'1, T 28 N, R 31 W.
 TN0933'
 TN0933'TO REACH THE STATION FROM THE POST OFFICE IN LIBBY, GO SOUTH ON
 TN0933'STATE HIGHWAY 37 FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY
 TN0933'2, TURN LEFT AND GO SOUTHEAST ON HIGHWAY 2 FOR 8.65 MILES TO A
 TN0933'GRAVELED SIDE ROAD AND SIGN CHERRY CREEK ROAD ON THE RIGHT, TURN
 TN0933'RIGHT AND GO WESTERLY FOR 0.7 MILE TO A FORK, TURN RIGHT AND GO
 TN0933'0.5 MILE TO A CROSSROADS, TURN LEFT AND GO 1.7 MILES TO A FORK,
 TN0933'TURN LEFT AND GO 3.1 MILES TO A SIGN BIG HOODOO MTN L.O. 2
 TN0933'ON THE LEFT JUST BEFORE REACHING A CAMP GROUND ON THE RIGHT,
 TN0933'AND THE END OF TRUCK TRAVEL.  PACK EASTERLY UP STEEP RIDGE,
 TN0933'FOLLOWING PATH LEADING TO THE STATION FOR ABOUT 2-1/2 MILES,
 TN0933'ABOUT A 2-1/2 HOUR PACK.
 TN0933'
 TN0933'THE STATION MARK IS A STANDARD DISK, STAMPED HOODOO 1960,
 TN0933'CEMENTED IN A DRILL HOLE NEAR THE SOUTH END OF A 2 X 8 FOOT
 TN0933'OUTCROP OF BEDROCK AND PROJECTS 3 INCHES.  IT IS 27 FEET WEST
 TN0933'OF A 12-INCH PINE TREE WITH TRIANGLE BLAZE ON THE SOUTH SIDE.
 TN0933'
 TN0933'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOODOO NO 1 1960,
 TN0933'CEMENTED IN A DRILL HOLE IN THE TOP OF THE 2 X 2 FOOT NORTHWEST
 TN0933'FOOTING OF THE OLD LOOKOUT TOWER AND PROJECTS 1 FOOT.  IT IS
 TN0933'67 FEET SOUTHEAST OF THE 12-INCH PINE TREE AND ABOUT 3 FEET
 TN0933'HIGHER THAN THE STATION.
 TN0933'
 TN0933'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOODOO NO 2 1960,
 TN0933'CEMENTED IN A DRILL HOLE IN THE TOP OF A 10 X 14 INCH BOULDER
 TN0933'PROJECTING 4 INCHES.  IT IS 47 FEET SOUTHWEST OF THE 12-INCH
 TN0933'PINE TREE AND ABOUT 2 FEET LOWER THAN THE STATION.
 TN0933'
 TN0933'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0811 ***********************************************************************
 SR0811  DESIGNATION -  HOOSAC
 SR0811  PID         -  SR0811
 SR0811  STATE/COUNTY-  MT/FERGUS
 SR0811  USGS QUAD   -  HOOSAC (1978)
 SR0811
 SR0811                         *CURRENT SURVEY CONTROL
 SR0811  ___________________________________________________________________
 SR0811* NAD 83(1992)-  47 16 57.78145(N)    109 52 21.38677(W)     ADJUSTED  
 SR0811* NAVD 88     -      1114.103  (meters)    3655.19   (feet)  ADJUSTED  
 SR0811  ___________________________________________________________________
 SR0811  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 SR0811  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 SR0811  DYNAMIC HT  -        1114.012 (meters)    3654.89  (feet)  COMP
 SR0811  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 SR0811
 SR0811  HORZ ORDER  -  SECOND
 SR0811  VERT ORDER  -  SECOND    CLASS 0
 SR0811
 SR0811.The horizontal coordinates were established by classical geodetic methods
 SR0811.and adjusted by the National Geodetic Survey in July 1992..
 SR0811
 SR0811.The orthometric height was determined by differential leveling
 SR0811.and adjusted by the National Geodetic Survey in June 1991..
 SR0811
 SR0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0811
 SR0811.The geoid height was determined by GEOID03.
 SR0811
 SR0811.The dynamic height is computed by dividing the NAVD 88
 SR0811.geopotential number by the normal gravity value computed on the
 SR0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0811.degrees latitude (g = 980.6199 gals.).
 SR0811
 SR0811.The modeled gravity was interpolated from observed gravity values.
 SR0811
 SR0811;                    North         East     Units Scale Factor Converg.
 SR0811;SPC MT       -   337,056.115   571,827.717   MT  0.99940372   -0 16 21.2
 SR0811;SPC MT       - 1,105,827.15  1,876,075.19   iFT  0.99940372   -0 16 21.2
 SR0811;UTM  12      - 5,237,198.517   585,257.074   MT  0.99968933   +0 49 42.1
 SR0811
 SR0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0811!SPC MT       -   0.99982751  x   0.99940372  =   0.99923134
 SR0811!UTM  12      -   0.99982751  x   0.99968933  =   0.99951690
 SR0811
 SR0811|---------------------------------------------------------------------|
 SR0811| PID    Reference Object                     Distance      Geod. Az  |
 SR0811|                                                           dddmmss.s |
 SR0811| SR0812 HOOSAC RM 1                          10.945 METERS 00241     |
 SR0811| SR0810 HOOSAC RM 2                          16.182 METERS 26856     |
 SR0811| SR0648 DENTON                              APPROX.10.6 KM 3220030.1 |
 SR0811|---------------------------------------------------------------------|
 SR0811
 SR0811                          SUPERSEDED SURVEY CONTROL
 SR0811
 SR0811  NAD 83(1986)-  47 16 57.77854(N)    109 52 21.36784(W) AD(       ) 2
 SR0811  NAD 27      -  47 16 57.85960(N)    109 52 18.66880(W) AD(       ) 2
 SR0811  NGVD 29 (??/??/92) 1113.240  (m)         3652.35   (f) ADJ UNCH    2 0
 SR0811
 SR0811.Superseded values are not recommended for survey control.
 SR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0811.See file dsdata.txt to determine how the superseded data were derived.
 SR0811
 SR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT8525737199(NAD 83)
 SR0811_MARKER: DS = TRIANGULATION STATION DISK
 SR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0811_STAMPING: HOOSAC 1961
 SR0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0811+STABILITY: SURFACE MOTION
 SR0811
 SR0811  HISTORY     - Date     Condition        Report By
 SR0811  HISTORY     - 1961     MONUMENTED       CGS
 SR0811  HISTORY     - 1961     GOOD             CGS
 SR0811
 SR0811                          STATION DESCRIPTION
 SR0811
 SR0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR0811'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST, 2-1/2 MILES
 SR0811'SOUTH OF DENTON AND ON THE EAST ROAD RIGHT-OF-WAY.
 SR0811'
 SR0811'TO REACH THE STATION FROM THE POST OFFICE IN DENTON, GO
 SR0811'EAST-SOUTHEAST ON STATE HIGHWAY 235 FOR 3.9 MILES TO A CROSSROAD,
 SR0811'TURN RIGHT, SOUTH AND GO 2 MILES TO THE STATION ON THE LEFT.
 SR0811'
 SR0811'THE STATION IS A STANDARD DISK, STAMPED HOOSAC 1961, SET IN
 SR0811'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 SR0811'IT IS 24 FEET EAST OF THE CENTER OF THE ROAD, 4 FEET WEST OF
 SR0811'THE FENCE AND 4 FEET NORTH OF THE WITNESS POST.
 SR0811'
 SR0811'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOOSAC NO 1 1961,
 SR0811'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 SR0811'INCHES.  IT IS 39 FEET NORTH OF THE WITNESS POST, 27.4 FEET
 SR0811'EAST OF THE CENTER OF THE ROAD AND 1.5 FEET WEST OF THE FENCE.
 SR0811'
 SR0811'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOOSAC NO 2 1961,
 SR0811'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SR0811'6 INCHES.  IT IS 53.5 FEET WEST OF THE WITNESS POST, 26.5
 SR0811'FEET WEST OF THE CENTER OF THE ROAD AND 3.5 FEET EAST OF THE
 SR0811'FENCE.
 SR0811
 SR0811                          STATION RECOVERY (1961)
 SR0811
 SR0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SR0811'5.0 MI SE FROM DENTON.
 SR0811'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0811'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.15 MILES NORTH
 SR0811'ALONG A GRADED DIRT ROAD, ON THE CREST OF A HILL, IN SECTION 31, T 18
 SR0811'N, R 15 E, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 53.1 FEET EAST
 SR0811'OF AND ACROSS THE ROAD FROM HOOSAC R.M. 2, 35.1 FEET SOUTH OF HOOSAC
 SR0811'R.M. 1, 2 FEET WEST OF A FENCE, 3.0 FEET NORTHWEST OF A METAL WITNESS
 SR0811'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0811'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0812 ***********************************************************************
 SR0812  DESIGNATION -  HOOSAC RM 1
 SR0812  PID         -  SR0812
 SR0812  STATE/COUNTY-  MT/FERGUS
 SR0812  USGS QUAD   -  HOOSAC (1978)
 SR0812
 SR0812                         *CURRENT SURVEY CONTROL
 SR0812  ___________________________________________________________________
 SR0812* NAD 83(1986)-  47 16 57.     (N)    109 52 21.     (W)     SCALED    
 SR0812* NAVD 88     -      1113.868  (meters)    3654.42   (feet)  ADJUSTED  
 SR0812  ___________________________________________________________________
 SR0812  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 SR0812  DYNAMIC HT  -        1113.777 (meters)    3654.12  (feet)  COMP
 SR0812  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 SR0812
 SR0812  VERT ORDER  -  SECOND    CLASS 0
 SR0812
 SR0812.The horizontal coordinates were scaled from a topographic map and have
 SR0812.an estimated accuracy of +/- 6 seconds.
 SR0812
 SR0812.The orthometric height was determined by differential leveling
 SR0812.and adjusted by the National Geodetic Survey in June 1991..
 SR0812
 SR0812.The geoid height was determined by GEOID03.
 SR0812
 SR0812.The dynamic height is computed by dividing the NAVD 88
 SR0812.geopotential number by the normal gravity value computed on the
 SR0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0812.degrees latitude (g = 980.6199 gals.).
 SR0812
 SR0812.The modeled gravity was interpolated from observed gravity values.
 SR0812
 SR0812;                    North         East    Units  Estimated Accuracy
 SR0812;SPC MT       -   337,030.      571,840.      MT  (+/- 180 meters Scaled)
 SR0812
 SR0812                          SUPERSEDED SURVEY CONTROL
 SR0812
 SR0812  NGVD 29 (??/??/92) 1113.005  (m)         3651.58   (f) ADJ UNCH    2 0
 SR0812
 SR0812.Superseded values are not recommended for survey control.
 SR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0812.See file dsdata.txt to determine how the superseded data were derived.
 SR0812
 SR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT852371(NAD 83)
 SR0812_MARKER: DR = REFERENCE MARK DISK
 SR0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0812_STAMPING: HOOSAC NO 1 1961
 SR0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0812+STABILITY: SURFACE MOTION
 SR0812
 SR0812  HISTORY     - Date     Condition        Report By
 SR0812  HISTORY     - 1961     MONUMENTED       CGS
 SR0812
 SR0812                          STATION DESCRIPTION
 SR0812
 SR0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0812'5.0 MI SE FROM DENTON.
 SR0812'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0812'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.15 MILES NORTH
 SR0812'ALONG A GRADED DIRT ROAD, ON THE CREST OF A HILL, IN SECTION 31, T 18
 SR0812'N, R 15 E, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 35.1 FEET
 SR0812'NORTH OF HOOSAC 1961, 1 1/2 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE
 SR0812'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0810 ***********************************************************************
 SR0810  DESIGNATION -  HOOSAC RM 2
 SR0810  PID         -  SR0810
 SR0810  STATE/COUNTY-  MT/FERGUS
 SR0810  USGS QUAD   -  HOOSAC (1978)
 SR0810
 SR0810                         *CURRENT SURVEY CONTROL
 SR0810  ___________________________________________________________________
 SR0810* NAD 83(1986)-  47 16 57.     (N)    109 52 21.     (W)     SCALED    
 SR0810* NAVD 88     -      1113.666  (meters)    3653.75   (feet)  ADJUSTED  
 SR0810  ___________________________________________________________________
 SR0810  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 SR0810  DYNAMIC HT  -        1113.575 (meters)    3653.45  (feet)  COMP
 SR0810  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 SR0810
 SR0810  VERT ORDER  -  SECOND    CLASS 0
 SR0810
 SR0810.The horizontal coordinates were scaled from a topographic map and have
 SR0810.an estimated accuracy of +/- 6 seconds.
 SR0810
 SR0810.The orthometric height was determined by differential leveling
 SR0810.and adjusted by the National Geodetic Survey in June 1991..
 SR0810
 SR0810.The geoid height was determined by GEOID03.
 SR0810
 SR0810.The dynamic height is computed by dividing the NAVD 88
 SR0810.geopotential number by the normal gravity value computed on the
 SR0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0810.degrees latitude (g = 980.6199 gals.).
 SR0810
 SR0810.The modeled gravity was interpolated from observed gravity values.
 SR0810
 SR0810;                    North         East    Units  Estimated Accuracy
 SR0810;SPC MT       -   337,030.      571,840.      MT  (+/- 180 meters Scaled)
 SR0810
 SR0810                          SUPERSEDED SURVEY CONTROL
 SR0810
 SR0810  NGVD 29 (??/??/92) 1112.803  (m)         3650.92   (f) ADJ UNCH    2 0
 SR0810
 SR0810.Superseded values are not recommended for survey control.
 SR0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0810.See file dsdata.txt to determine how the superseded data were derived.
 SR0810
 SR0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT852371(NAD 83)
 SR0810_MARKER: DR = REFERENCE MARK DISK
 SR0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0810_STAMPING: HOOSAC NO 2 1961
 SR0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0810+STABILITY: SURFACE MOTION
 SR0810
 SR0810  HISTORY     - Date     Condition        Report By
 SR0810  HISTORY     - 1961     MONUMENTED       CGS
 SR0810
 SR0810                          STATION DESCRIPTION
 SR0810
 SR0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0810'5.0 MI SE FROM DENTON.
 SR0810'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0810'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.15 MILE NORTH
 SR0810'ALONG A GRADED DIRT ROAD AND ON THE CREST OF A HILL, IN SECTION 36, T
 SR0810'18 N, R 14 E, 28 FEET WEST OF THE CENTER LINE OF THE ROAD, 53.1 FEET
 SR0810'WEST OF HOOSAC 1961, 72 FEET NORTH OF A POWER POLE, 3 1/2 FEET EAST OF
 SR0810'A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SR0810'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0710 ***********************************************************************
 TH0710  DESIGNATION -  HOPKINS
 TH0710  PID         -  TH0710
 TH0710  STATE/COUNTY-  MT/MCCONE
 TH0710  USGS QUAD   -  WOLF POINT (1989)
 TH0710
 TH0710                         *CURRENT SURVEY CONTROL
 TH0710  ___________________________________________________________________
 TH0710* NAD 83(1992)-  48 02 11.40366(N)    105 38 48.61251(W)     ADJUSTED  
 TH0710* NAVD 88     -       648.6    (meters)    2128.     (feet)  VERTCON   
 TH0710  ___________________________________________________________________
 TH0710  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 TH0710  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TH0710
 TH0710  HORZ ORDER  -  FIRST
 TH0710
 TH0710.The horizontal coordinates were established by classical geodetic methods
 TH0710.and adjusted by the National Geodetic Survey in July 1992..
 TH0710
 TH0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0710
 TH0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0710
 TH0710.The geoid height was determined by GEOID03.
 TH0710
 TH0710;                    North         East     Units Scale Factor Converg.
 TH0710;SPC MT       -   427,815.771   887,096.435   MT  0.99955277   +2 49 07.0
 TH0710;SPC MT       - 1,403,595.05  2,910,421.37   iFT  0.99955277   +2 49 07.0
 TH0710;UTM  13      - 5,320,559.556   451,783.036   MT  0.99962857   -0 28 51.5
 TH0710
 TH0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0710!SPC MT       -   0.99990104  x   0.99955277  =   0.99945386
 TH0710!UTM  13      -   0.99990104  x   0.99962857  =   0.99952965
 TH0710
 TH0710:                Primary Azimuth Mark                     Grid Az
 TH0710:SPC MT       -  WOLF PT SE MUN TANK                      357 38 52.0
 TH0710:UTM  13      -  WOLF PT SE MUN TANK                      000 56 50.5
 TH0710
 TH0710|---------------------------------------------------------------------|
 TH0710| PID    Reference Object                     Distance      Geod. Az  |
 TH0710|                                                           dddmmss.s |
 TH0710| TH0707 WOLF PT SE MUN TANK                 APPROX. 7.0 KM 0002759.0 |
 TH0710| TH0703 WOLF PT FIRST LUTH CH SPIRE         APPROX. 5.7 KM 0044548.4 |
 TH0710| CQ7866 HOPKINS RM 1                         15.372 METERS 04333     |
 TH0710| CQ7865 HOPKINS AZ MK                                      0465417.3 |
 TH0710| CQ7867 HOPKINS RM 2                         13.405 METERS 31056     |
 TH0710|---------------------------------------------------------------------|
 TH0710
 TH0710                          SUPERSEDED SURVEY CONTROL
 TH0710
 TH0710  NAD 83(1986)-  48 02 11.40376(N)    105 38 48.60721(W) AD(       ) 1
 TH0710  NAD 27      -  48 02 11.34398(N)    105 38 46.60220(W) AD(       ) 1
 TH0710  NGVD 29 (05/22/92)  648.0    (m)         2126.     (f) VERT ANG       
 TH0710
 TH0710.Superseded values are not recommended for survey control.
 TH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0710.See file dsdata.txt to determine how the superseded data were derived.
 TH0710
 TH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP5178320560(NAD 83)
 TH0710_MARKER: P = PIPE CAP
 TH0710_SETTING: 0 = UNSPECIFIED SETTING
 TH0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0710
 TH0710  HISTORY     - Date     Condition        Report By
 TH0710  HISTORY     - 1948     MONUMENTED       MORC
 TH0710  HISTORY     - 1948     GOOD             CGS
 TH0710  HISTORY     - 1972     GOOD             USGS
 TH0710
 TH0710                          STATION DESCRIPTION
 TH0710
 TH0710'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (FXP)
 TH0710'THE STATION IS ABOUT 4 MILES SOUTH OF WOLF POINT, 6 MILES WEST OF
 TH0710'STATE HIGHWAY 13, IN THE EAST CENTER OF SEC. 4, T. 26 N., R. 47 E.,
 TH0710'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY, AND ON LAND OWNED
 TH0710'BY FRED REED.  IT IS 7 FEET EAST OF A WITNESS POST.  THE MARK IS A
 TH0710'STANDARD IRON CAP OF THE MISSOURI RIVER COMMISSION FASTENED TO
 TH0710'THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 TH0710'
 TH0710'REFERENCE MARK NO. 1 IS 50.43 FEET NORTHEAST OF THE STATION.  THE
 TH0710'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOPKINS MORC
 TH0710'NO 1 1948.
 TH0710'
 TH0710'REFERENCE MARK NO. 2 IS 43.98 FEET NORTHWEST OF THE STATION.  THE
 TH0710'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HOPKINS MORC
 TH0710'NO 2 1948.
 TH0710'
 TH0710'THE AZIMUTH MARK IS 0.55 MILE NORTHEAST OF THE STATION.  IT IS 13
 TH0710'FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD AND
 TH0710'3 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 TH0710'DISK IS STAMPED HOPKINS MORC 1948.
 TH0710'
 TH0710'TO REACH THE STATION FROM THE BRIDGE SPANNING THE MISSOURI RIVER,
 TH0710'WHICH IS ON STATE HIGHWAY 13 AND 5 MILES EAST-SOUTHEAST OF WOLF
 TH0710'POINT, GO SOUTH 0.1 MILE TO A GRAVEL ROAD RIGHT, TURN RIGHT, GO
 TH0710'WEST 2.2 MILES TO A FORK, BEAR LEFT AND FOLLOW THE MAIN GRAVEL
 TH0710'ROAD SOUTHWESTERLY 3.25 MILES TO A FORK, BEAR RIGHT, GO WEST 1.85
 TH0710'MILES TO A CROSSROADS, TURN RIGHT, GO NORTH 1.05 MILE TO A GAP
 TH0710'IN A FENCE, TURN LEFT, GO WEST 0.1 MILE TO A FORK, BEAR LEFT, GO
 TH0710'SOUTHWEST 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 TH0710'CONTINUE SOUTHWEST 0.55 MILE TO THE STATION AS DESCRIBED.
 TH0710
 TH0710                          STATION RECOVERY (1948)
 TH0710
 TH0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 TH0710'RECOVERED.
 TH0710'
 TH0710'STATION MARK--A STANDARD IRON CAP OF THE MORC FASTENED TO THE TOP OF
 TH0710'A 4 IN. IRON PIPE THAT PROJECTS 6 IN.
 TH0710
 TH0710                          STATION RECOVERY (1972)
 TH0710
 TH0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (GEG)
 TH0710'CAST IRON CAP MORC - PROJ 0.4 FT ON IRON PIPE.
 TH0710'
 TH0710'FOUND IN GOOD CONDITION.
 TH0710'
 TH0710'TO REACH THE STATION FROM THE MISSOURI RIVER BRIDGE ON MONTANA
 TH0710'STATE HIGHWAY 13 SOUTHEAST OF WOLF POINT GO SOUTH ON HIGHWAY 13
 TH0710'FOR 0.30 MI TO MONTANA SECONDARY HIGHWAY 528.  TURN RIGHT AND GO
 TH0710'WEST ON HIGHWAY 528 FOR 5.65 MI TO A GATE AND TRACK RD WEST.  TURN
 TH0710'RIGHT GO WEST THRU GATE FOR 0.15 MI ON TRACK RD TO CREST OF
 TH0710'HILL.  TURN LEFT AND FOLLOW DIM TRACK RD SW FOR 0.60 MI TO FENCE
 TH0710'AT HILL CREST.  STATION IS 100 FEET WEST OF FENCE.
 TH0710'
 TH0710'DIRECTION AND DISTANCE--WOLF POINT, S, ABOUT 3.5 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1159 ***********************************************************************
 SR1159  DESIGNATION -  HOPP
 SR1159  PID         -  SR1159
 SR1159  STATE/COUNTY-  MT/CHOUTEAU
 SR1159  USGS QUAD   -  DARK BUTTE (1954)
 SR1159
 SR1159                         *CURRENT SURVEY CONTROL
 SR1159  ___________________________________________________________________
 SR1159* NAD 83(1992)-  47 47 53.53396(N)    109 52 54.86969(W)     ADJUSTED  
 SR1159* NAVD 88     -      1057.69   (+/-2cm)    3470.1    (feet)  VERTCON   
 SR1159  ___________________________________________________________________
 SR1159  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 SR1159  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 SR1159
 SR1159  HORZ ORDER  -  FIRST
 SR1159  VERT ORDER  -  THIRD ? (See Below)
 SR1159
 SR1159.The horizontal coordinates were established by classical geodetic methods
 SR1159.and adjusted by the National Geodetic Survey in July 1992..
 SR1159
 SR1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1159.The vertical order pertains to the NGVD 29 superseded value.
 SR1159
 SR1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1159
 SR1159.The geoid height was determined by GEOID03.
 SR1159
 SR1159;                    North         East     Units Scale Factor Converg.
 SR1159;SPC MT       -   394,339.171   571,403.793   MT  0.99948675   -0 16 45.7
 SR1159;SPC MT       - 1,293,763.68  1,874,684.36   iFT  0.99948675   -0 16 45.7
 SR1159;UTM  12      - 5,294,477.046   583,728.847   MT  0.99968615   +0 49 41.9
 SR1159
 SR1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1159!SPC MT       -   0.99983656  x   0.99948675  =   0.99932339
 SR1159!UTM  12      -   0.99983656  x   0.99968615  =   0.99952276
 SR1159
 SR1159|---------------------------------------------------------------------|
 SR1159| PID    Reference Object                     Distance      Geod. Az  |
 SR1159|                                                           dddmmss.s |
 SR1159| CQ6746 HOPP RM 1                            20.186 METERS 04255     |
 SR1159| CQ6745 HOPP AZ MK                                         2802631.9 |
 SR1159| CQ6747 HOPP RM 2                            19.108 METERS 30642     |
 SR1159|---------------------------------------------------------------------|
 SR1159
 SR1159                          SUPERSEDED SURVEY CONTROL
 SR1159
 SR1159  NAD 83(1986)-  47 47 53.53154(N)    109 52 54.85066(W) AD(       ) 1
 SR1159  NAD 27      -  47 47 53.60200(N)    109 52 52.15000(W) AD(       ) 1
 SR1159  NGVD 29 (07/19/86) 1056.84   (m)         3467.3    (f) LEVELING    3  
 SR1159
 SR1159.Superseded values are not recommended for survey control.
 SR1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1159.See file dsdata.txt to determine how the superseded data were derived.
 SR1159
 SR1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT8372994477(NAD 83)
 SR1159_MARKER: DS = TRIANGULATION STATION DISK
 SR1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1159
 SR1159  HISTORY     - Date     Condition        Report By
 SR1159  HISTORY     - 1949     MONUMENTED       CGS
 SR1159
 SR1159                          STATION DESCRIPTION
 SR1159
 SR1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1159'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF THE
 SR1159'PN FERRY ACROSS THE MISSOURI RIVER, ON THE HIGHEST POINT OF
 SR1159'A PROMINENT RIDGE THAT OVERLOOKS THE MISSOURI RIVER TO THE
 SR1159'SOUTH.
 SR1159'
 SR1159'TO REACH THE STATION FROM THE NORTH LANDING OF THE PN FERRY,
 SR1159'GO NORTHWESTERLY ON THE MAIN TRAVELED ROAD TO BIG SANDY FOR
 SR1159'12.1 MILES TO A CROSSROAD AT A SCHOOL IN THE SOUTHEAST CORNER
 SR1159'OF THE INTERSECTION.  THEN LEFT, WESTERLY, FOR 1.85 MILE TO
 SR1159'A CROSSROAD AT AN OFF-SET IN THE MAIN TRAVELED ROAD.  THEN
 SR1159'LEFT FOR 0.85 MILE TO THE END OF THE GRADED ROAD AT A CATTLE
 SR1159'GUARD ON THE RIGHT.  CONTINUE AHEAD (PASSING THROUGH A WIRE
 SR1159'GATE) FOR 0.1 MILE TO ANOTHER WIRE GATE.  THEN THROUGH GATE,
 SR1159'CONTINUE SOUTHERLY, FOR 0.2 MILE TO A FORK.  THEN RIGHT TRACK
 SR1159'ROAD FOR 0.4 MILE TO A GATE NEAR A FENCE CORNER.  THEN
 SR1159'THROUGH GATE, BEAR TO THE RIGHT FOR 0.55 MILE TO A FORK.
 SR1159'THEN RIGHT ROAD FOR 1.2 MILES.  AT THIS POINT LEAVE THE
 SR1159'TRACK ROAD, BEAR TO THE LEFT FOR ABOUT 200 FEET TO A DITCH.
 SR1159'THEN RIGHT, FOLLOWING THE DITCH, FOR 0.2 MILE TO A GATE.  THEN
 SR1159'THROUGH THE GATE, MAKE A U TURN AND FOLLOW AN EAST-WEST WIRE
 SR1159'FENCE FOR 0.2 MILE TO A GATE.  THEN THROUGH GATE, CONTINUE
 SR1159'FOR 0.15 MILE TO THE CREST OF A RIDGE.  BEAR RIGHT FOR
 SR1159'0.15 MILE TO THE HIGHEST POINT ON THE WEST SLOPE OF A
 SR1159'RIDGE TO THE AZIMUTH MARK AS DESCRIBED.  GO EASTERLY FOR
 SR1159'0.2 MILE TO THE HIGHEST POINT OF THE MAIN RIDGE AND THE
 SR1159'STATION AS DESCRIBED.
 SR1159'
 SR1159'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 SR1159'HOPP 1949.
 SR1159'
 SR1159'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE RIDGE
 SR1159'AND ABOUT 3 FEET LOWER THAN THE STATION.  IT PROJECTS 6 INCHES,
 SR1159'AND THE DISK IS STAMPED HOPP NO 1 1949.
 SR1159'
 SR1159'REFERENCE MARK NO. 2 IS AT ABOUT THE SAME ELEVATION AS THE
 SR1159'STATION.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 SR1159'HOPP NO 2 1949.
 SR1159'
 SR1159'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE FROM THE STATION,
 SR1159'0.15 MILE SOUTH OF AN EAST-WEST WIRE FENCE, 0.15 MILE EAST OF A
 SR1159'NORTH-SOUTH WIRE FENCE, AND 3 FEET SOUTH OF A WITNESS POST.
 SR1159'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED HOPP 1949.
 SR1159'
 SR1159'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 SR1159'CONCRETE POSTS.
 SR1159'
 SR1159'AN 8 FOOT WOODEN STAND AT HOPP WILL SEE 4 FOOT STANDS AT WARRICK,
 SR1159'PUP, ARROW (MO. R C), CENTER, SAGE, DOME, AND BENCH MARK X 94.
 SR1159'10 FOOT STAND AT CUT BANK.  15 FOOT STAND AT CROW COULEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0763 ***********************************************************************
 RV0763  DESIGNATION -  HORAN
 RV0763  PID         -  RV0763
 RV0763  STATE/COUNTY-  MT/FERGUS
 RV0763  USGS QUAD   -  MOORE SW (1995)
 RV0763
 RV0763                         *CURRENT SURVEY CONTROL
 RV0763  ___________________________________________________________________
 RV0763* NAD 83(1992)-  46 49 36.93154(N)    109 38 05.21399(W)     ADJUSTED  
 RV0763* NAVD 88     -      1827.0    (meters)    5994.     (feet)  VERTCON   
 RV0763  ___________________________________________________________________
 RV0763  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 RV0763  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 RV0763
 RV0763  HORZ ORDER  -  SECOND
 RV0763
 RV0763.The horizontal coordinates were established by classical geodetic methods
 RV0763.and adjusted by the National Geodetic Survey in July 1992..
 RV0763
 RV0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0763
 RV0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0763
 RV0763.The geoid height was determined by GEOID03.
 RV0763
 RV0763;                    North         East     Units Scale Factor Converg.
 RV0763;SPC MT       -   286,357.350   589,722.188   MT  0.99939786   -0 05 54.9
 RV0763;SPC MT       -   939,492.62  1,934,784.08   iFT  0.99939786   -0 05 54.9
 RV0763;UTM  12      - 5,186,836.042   604,125.582   MT  0.99973326   +0 59 44.6
 RV0763
 RV0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0763!SPC MT       -   0.99971556  x   0.99939786  =   0.99911359
 RV0763!UTM  12      -   0.99971556  x   0.99973326  =   0.99944889
 RV0763
 RV0763|---------------------------------------------------------------------|
 RV0763| PID    Reference Object                     Distance      Geod. Az  |
 RV0763|                                                           dddmmss.s |
 RV0763| CQ6748 HORAN RM 1                           34.842 METERS 09223     |
 RV0763| RV0765 MOORE MUNICIPAL TANK                APPROX.16.7 KM 3450116.3 |
 RV0763| CQ6749 HORAN RM 2                            8.185 METERS 34724     |
 RV0763|---------------------------------------------------------------------|
 RV0763
 RV0763                          SUPERSEDED SURVEY CONTROL
 RV0763
 RV0763  NAD 83(1986)-  46 49 36.92730(N)    109 38 05.19402(W) AD(       ) 2
 RV0763  NAD 27      -  46 49 37.04480(N)    109 38 02.55060(W) AD(       ) 2
 RV0763  NGVD 29 (07/19/86) 1826.0    (m)         5991.     (f) VERT ANG       
 RV0763
 RV0763.Superseded values are not recommended for survey control.
 RV0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0763.See file dsdata.txt to determine how the superseded data were derived.
 RV0763
 RV0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS0412686836(NAD 83)
 RV0763_MARKER: DS = TRIANGULATION STATION DISK
 RV0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0763
 RV0763  HISTORY     - Date     Condition        Report By
 RV0763  HISTORY     - 1961     MONUMENTED       CGS
 RV0763
 RV0763                          STATION DESCRIPTION
 RV0763
 RV0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RV0763'THE STATION IS LOCATED 10-1/2 MILES SOUTH AND 3 MILES EAST OF
 RV0763'MOORE, 9 MILES EAST OF BUFFALO AND ON THE HIGHEST POINT OF A
 RV0763'PROMINENT RIDGE IN A PASTURE.
 RV0763'
 RV0763'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MOORE, GO
 RV0763'SOUTHWEST ON GRAVELED ROAD FOR 3.75 MILES TO A T-INTERSECTION,
 RV0763'TURN LEFT AND GO EAST FOR 0.95 MILE TO A SIDE ROAD RIGHT, TURN
 RV0763'RIGHT SOUTH, FOR 2.35 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 RV0763'GO SOUTHERLY FOR 2.6 MILES TO A FORK, KEEP RIGHT AND GO 0.5
 RV0763'MILE TO A GATE ON THE LEFT, TURN LEFT ON TRACK ROAD AND GO
 RV0763'SOUTHERLY FOR 0.85 MILE TO A GATE, CONTINUE FOR 0.25 MILE
 RV0763'TO ANOTHER GATE, CONTINUE SOUTHEAST SELECTING WAY FOR 1.25
 RV0763'MILES TO TOP OF RIDGE AND STATION.
 RV0763'
 RV0763'THE STATION MARK IS A STANDARD DISK, STAMPED HORAN 1961,
 RV0763'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RV0763'PROJECTS 4-INCHES.  IT IS 4.5 FEET EAST OF THE WITNESS POST.
 RV0763'
 RV0763'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED HORAN NO 1 1961,
 RV0763'CEMENTED IN DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 119
 RV0763'FEET EAST OF THE WITNESS POST.
 RV0763'
 RV0763'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED HORAN NO 2
 RV0763'1961, CEMENTED IN DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS
 RV0763'25 FEET NORTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0573 ***********************************************************************
 SQ0573  DESIGNATION -  HORN
 SQ0573  PID         -  SQ0573
 SQ0573  STATE/COUNTY-  MT/GARFIELD
 SQ0573  USGS QUAD   -  LOST CREEK (1987)
 SQ0573
 SQ0573                         *CURRENT SURVEY CONTROL
 SQ0573  ___________________________________________________________________
 SQ0573* NAD 83(1992)-  47 36 01.83662(N)    107 40 53.36799(W)     ADJUSTED  
 SQ0573* NAVD 88     -       896.63   (+/-2cm)    2941.7    (feet)  VERTCON   
 SQ0573  ___________________________________________________________________
 SQ0573  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 SQ0573  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 SQ0573
 SQ0573  HORZ ORDER  -  THIRD
 SQ0573  VERT ORDER  -  THIRD ? (See Below)
 SQ0573
 SQ0573.The horizontal coordinates were established by classical geodetic methods
 SQ0573.and adjusted by the National Geodetic Survey in July 1992..
 SQ0573
 SQ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0573.The vertical order pertains to the NGVD 29 superseded value.
 SQ0573
 SQ0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0573
 SQ0573.The geoid height was determined by GEOID03.
 SQ0573
 SQ0573;                    North         East     Units Scale Factor Converg.
 SQ0573;SPC MT       -   373,887.281   736,663.102   MT  0.99944527   +1 19 48.9
 SQ0573;SPC MT       - 1,226,664.31  2,416,873.69   iFT  0.99944527   +1 19 48.9
 SQ0573;UTM  13      - 5,275,384.380   298,440.048   MT  1.00009927   -1 58 51.0
 SQ0573
 SQ0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0573!SPC MT       -   0.99986191  x   0.99944527  =   0.99930726
 SQ0573!UTM  13      -   0.99986191  x   1.00009927  =   0.99996117
 SQ0573
 SQ0573:                Primary Azimuth Mark                     Grid Az
 SQ0573:SPC MT       -  FALL                                     214 02 24.9
 SQ0573:UTM  13      -  FALL                                     217 21 04.8
 SQ0573
 SQ0573|---------------------------------------------------------------------|
 SQ0573| PID    Reference Object                     Distance      Geod. Az  |
 SQ0573|                                                           dddmmss.s |
 SQ0573| SQ0575 FALL                                APPROX. 6.5 KM 2152213.8 |
 SQ0573|---------------------------------------------------------------------|
 SQ0573
 SQ0573                          SUPERSEDED SURVEY CONTROL
 SQ0573
 SQ0573  NAD 83(1986)-  47 36 01.83088(N)    107 40 53.35199(W) AD(       ) 3
 SQ0573  NAD 27      -  47 36 01.82500(N)    107 40 50.97700(W) AD(       ) 3
 SQ0573  NGVD 29 (07/19/86)  895.90   (m)         2939.3    (f) LEVELING    3  
 SQ0573
 SQ0573.Superseded values are not recommended for survey control.
 SQ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0573.See file dsdata.txt to determine how the superseded data were derived.
 SQ0573
 SQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN9844075384(NAD 83)
 SQ0573_MARKER: DS = TRIANGULATION STATION DISK
 SQ0573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0573_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0573
 SQ0573  HISTORY     - Date     Condition        Report By
 SQ0573  HISTORY     - 1885     MONUMENTED       MORC
 SQ0573  HISTORY     - 1937     GOOD             USE
 SQ0573
 SQ0573                          STATION DESCRIPTION
 SQ0573
 SQ0573'DESCRIBED BY US ENGINEERS 1937
 SQ0573'THE STATION IS IN GARFIELD COUNTY ON THE RIGHT BANK OF THE
 SQ0573'MISSOURI RIVER AND IN THE NORTH HALF OF SECTION 12, T. 21 N.,
 SQ0573'R. 31 E.  THE STATION IS ABOUT 5-1/4 MILES AIRLINE SOUTHWEST
 SQ0573'OF LEEDY, 2 MILES SOUTHWEST OF THE MOUTH OF LEVIL CREEK ON
 SQ0573'A HIGH GRASSY POINT OF THE DIVIDE WEST OF DEVIL CREEK AT ITS
 SQ0573'MOST NORTHERN POINT.  THE STATION IS ON THE HIGHST GROUND
 SQ0573'IN THE VICINITY.
 SQ0573'
 SQ0573'TO REACH STATION PROCEED NORTH FROM U.S.C. AND G. STATION LEEDY
 SQ0573'ON THE ROAD TO LEEDY TO THE TOP OF THE LONG GRADE INTO THE
 SQ0573'MISSOURI RIVER AND A FORK IN THE ROAD.  TAKE LEFT FORK KNOWN
 SQ0573'AS GARTHOFNER ROAD AND CONTINUE OVER RUGGED COUNTRY FOR ABOUT
 SQ0573'2-1/4 MILES TO BROAD GENTLE SLOPE.  LEAVE THE ROAD AND PROCEED
 SQ0573'NORTH ACROSS COUNTRY ALONG TOP OF DIVIDE FOR ABOUT 3/4 MILE.
 SQ0573'FROM HERE A PACK OF ABOUT 3/4 MILE DUE NORTH IS NECESSARY
 SQ0573'TO REACH STATION.
 SQ0573'
 SQ0573'MONUMENT IS 5 IN IRON PIPE OF MO.R.C. WHICH HAS BEEN CONCRETED
 SQ0573'AND REPAIRED.
 SQ0573'
 SQ0573'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0852 ***********************************************************************
 TN0852  DESIGNATION -  HORNET
 TN0852  PID         -  TN0852
 TN0852  STATE/COUNTY-  MT/FLATHEAD
 TN0852  USGS QUAD   -  MOUNT HEFTY (1994)
 TN0852
 TN0852                         *CURRENT SURVEY CONTROL
 TN0852  ___________________________________________________________________
 TN0852* NAD 83(1992)-  48 52 46.65857(N)    114 30 46.69012(W)     ADJUSTED  
 TN0852* NAVD 88     -      2055.9    (meters)    6745.     (feet)  VERTCON   
 TN0852  ___________________________________________________________________
 TN0852  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 TN0852  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TN0852
 TN0852  HORZ ORDER  -  FIRST
 TN0852
 TN0852.The horizontal coordinates were established by classical geodetic methods
 TN0852.and adjusted by the National Geodetic Survey in July 1992..
 TN0852
 TN0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0852
 TN0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0852
 TN0852.The geoid height was determined by GEOID03.
 TN0852
 TN0852;                    North         East     Units Scale Factor Converg.
 TN0852;SPC MT       -   526,243.080   232,586.264   MT  0.99992820   -3 40 01.2
 TN0852;SPC MT       - 1,726,519.29    763,078.29   iFT  0.99992820   -3 40 01.2
 TN0852;UTM  11      - 5,417,056.743   682,337.974   MT  1.00000846   +1 52 26.6
 TN0852
 TN0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0852!SPC MT       -   0.99968028  x   0.99992820  =   0.99960850
 TN0852!UTM  11      -   0.99968028  x   1.00000846  =   0.99968873
 TN0852
 TN0852|---------------------------------------------------------------------|
 TN0852| PID    Reference Object                     Distance      Geod. Az  |
 TN0852|                                                           dddmmss.s |
 TN0852| TN0853 HORNET MOUNTAIN LOOKOUT              10.709 METERS 06430     |
 TN0852| CH6685 HORNET RM 1                           3.417 METERS 08339     |
 TN0852| CH6684 HORNET AZ MK                                       1415253.1 |
 TN0852| CH6686 HORNET RM 2                           7.517 METERS 16619     |
 TN0852|---------------------------------------------------------------------|
 TN0852
 TN0852                          SUPERSEDED SURVEY CONTROL
 TN0852
 TN0852  NAD 83(1986)-  48 52 46.66611(N)    114 30 46.68599(W) AD(       ) 1
 TN0852  NAD 27      -  48 52 46.77344(N)    114 30 43.15091(W) AD(       ) 1
 TN0852  NGVD 29 (07/19/86) 2054.6    (m)         6741.     (f) VERT ANG       
 TN0852
 TN0852.Superseded values are not recommended for survey control.
 TN0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0852.See file dsdata.txt to determine how the superseded data were derived.
 TN0852
 TN0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ8233817057(NAD 83)
 TN0852_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0852_SETTING: 66 = SET IN ROCK OUTCROP
 TN0852
 TN0852  HISTORY     - Date     Condition        Report By
 TN0852  HISTORY     - 1939     MONUMENTED       CGS
 TN0852  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TN0852  HISTORY     - 1966     GOOD             USGS
 TN0852
 TN0852                          STATION DESCRIPTION
 TN0852
 TN0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TN0852'IN THE BLACKFEET NATIONAL FOREST ON HORNET PEAK, 33 FEET WEST
 TN0852'OF THE CENTER OF THE U.S. FOREST SERVICE LOOKOUT HOUSE.  THE
 TN0852'MARK PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, AND IS STAMPED
 TN0852'HORNET 1939.  THE BAROMETRIC ELEVATION IS 7090 FEET.
 TN0852'
 TN0852'TO REACH FROM COLUMBIA FALLS, GO VIA THE MAIN U.S. FOREST
 TN0852'SERVICE ROAD UP THE WEST SIDE OF THE FLATHEAD RIVER, VIA
 TN0852'THE BIG CREEK AND MORAN RANGER STATIONS TO THE FORD RANGER
 TN0852'STATION.  THE FORD RANGER STATION IS 13 MILES NORTH FROM THE
 TN0852'MORAN RANGER STATION.  FROM THE FORD RANGER STATION TAKE
 TN0852'TRAIL 11 WEST, FOR 5 MILES TO FORKS IN THE TRAIL AND A SIGN
 TN0852'READING HORNET L.O.  TAKE THE RIGHT HAND FORK (TRAIL 10) UPHILL
 TN0852'FOR 2-3/4 MILES TO FORKS IN THE TRAIL, KEEP LEFT FORK 1/4
 TN0852'MILE TO THE TOP OF THE HILL AND THE STATION.  A 3-1/2-HOUR
 TN0852'HORSE PACK.
 TN0852'
 TN0852'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 TN0852'DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2,
 TN0852'12A AND 12A RESPECTIVELY.
 TN0852'
 TN0852'REFERENCE MARK NO. 1 PROJECTS 1 FOOT ABOVE THE GROUND AND IS
 TN0852'ABOUT 1 FOOT HIGHER THAN STATION MARK, ABOUT 23 FEET WEST-SOUTHWEST
 TN0852'FROM THE CENTER OF THE LOOKOUT HOUSE, AND IS STAMPED HORNET
 TN0852'NO. 1 1939.
 TN0852'
 TN0852'REFERENCE MARK NO. 2 IS SET IN A DEPRESSION ABOUT 4 INCHES
 TN0852'LOWER THAN TOP OF THE OUTCROP.  OUTCROP IS ABOUT 60 FEET
 TN0852'SOUTHWEST OF LOOKOUT HOUSE, ABOUT 1-1/2 FEET BY 3 FEET IN
 TN0852'SHAPE AND PROJECTS 1 FOOT ABOVE THE GROUND AND IS ABOUT 10
 TN0852'FEET LOWER THAN STATION.  THE MARK IS STAMPED HORNET NO. 2
 TN0852'1939.
 TN0852'
 TN0852'AZIMUTH MARK IS ABOUT 1/4 MILE SOUTHEAST OF THE STATION ON
 TN0852'A CREST OF THE SOUTH SLOPE OF THE RIDGE LEADING TO THE
 TN0852'STATION.  THE MARK IS 8 FEET SOUTHWEST OF THE TRAIL, (TRAIL 10)
 TN0852'13 FEET EAST-NORTHEAST FROM A LARGE PINE TREE WITH A TRIANGULAR
 TN0852'BLAZE AND 12 FEET SOUTHEAST FROM A SMALL PINE TREE WITH A
 TN0852'TRIANGULAR BLAZE.  THE MARK IS ABOUT 400 FEET LOWER THAN
 TN0852'STATION AND IS STAMPED HORNET 1939.
 TN0852
 TN0852                          STATION RECOVERY (1960)
 TN0852
 TN0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0852'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 TN0852'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 TN0852'
 TN0852'STATION IS ON THE HIGHEST POINT OF HORNET MOUNTAIN, 11 MILES
 TN0852'WEST AND 6 MILES NORTH OF POLEBRIDGE, 8 MILES EAST OF THE
 TN0852'LINCLON-FLATHEAD COUNTY LINE, 6 MILES WEST OF THE FORD RANGER
 TN0852'STATION AND IS NEAR THE HORNET MTN LOOKOUT HOUSE.  (ELEVATION
 TN0852'7,090 FEET).
 TN0852'
 TN0852'THIS STATION WAS REACHED BY HELICOPTER.  IT CAN ALSO BE
 TN0852'REACHED BY TRUCK AND TRAIL FROM THE FORD RANGER STATION
 TN0852'ABOUT 6 MILES NORTHWEST OF POLEBRIDGE, FOLLOW TRAIL NUMBER
 TN0852'11 FOR ABOUT 4-1/2 MILES TO A FORK WITH TRAIL NUMBER 10, TAKE
 TN0852'TRAIL NUMBER 10 FOR ABOUT 2 MILES TO THE TOP OF MOUNTAIN,
 TN0852'LOOKOUT HOUSE AND STATION.  TO REACH THE AZIMUTH MARK FROM
 TN0852'THE STATION FOLLOW TRAIL NUMBER 10 SOUTHEAST FOR ABOUT 1/4
 TN0852'MILE TO THE AZIMUTH MARK ON THE RIGHT AT A TRIANGLE BLAZED
 TN0852'TREE.
 TN0852'
 TN0852'STATION MARK IS A STANDARD DISK, STAMPED HORNET 1939, CEMENTED
 TN0852'IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER PROJECTING 18 INCHES.
 TN0852'IT IS 33 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 TN0852'LOOKOUT HOUSE AND 26 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 TN0852'CORNER OF THE LOOKOUT HOUSE.
 TN0852'
 TN0852'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HORNET NO 1 1939,
 TN0852'CEMENTED IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER PROJECTING
 TN0852'12 INCHES.  IT IS 15 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 TN0852'CORNER OF THE LOOKOUT HOUSE.
 TN0852'
 TN0852'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HORNET NO 2 1939,
 TN0852'CEMENTED IN A DRILL HOLE IN A 4 X 3 FOOT ROCK OUTCROPP FLUSH
 TN0852'WITH THE GROUND SURFACE.  IT IS 38 FEET SOUTH-SOUTHWEST OF
 TN0852'THE SOUTHWEST CORNER OF THE LOOKOUT HOUSE AND ABOUT 5 FEET
 TN0852'LOWER THAN THE STATION.
 TN0852'
 TN0852'AZIMUTH MARK IS A STANDARD DISK, STAMPED HORNET 1939, CEMENTED
 TN0852'IN A DRILL HOLE IN 2 X 1 FOOT BOULDER PROJECTING 4 INCHES.
 TN0852'IT IS 13 FEET EAST-NORTHEAST OF A 36 INCH PINE TREE WITH A
 TN0852'TRIANGLE BLAZE ON THE EAST SIDE, 12 FEET SOUTHEAST OF AN 8
 TN0852'INCH PINE TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE
 TN0852'AND 8 FEET SOUTHWEST OF TRAIL NUMBER 10.
 TN0852
 TN0852                          STATION RECOVERY (1966)
 TN0852
 TN0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (CFL)
 TN0852'RECOVERED BY HELICOPTER.
 TN0852'
 TN0852'STATION MARK- STANDARD USC AND GS DISK SET IN ROCK OUTCROP PROJECTING
 TN0852'ABOUT 1.0 FT., STAMPED -HORNET 1939.-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0853 ***********************************************************************
 TN0853  DESIGNATION -  HORNET MOUNTAIN LOOKOUT
 TN0853  PID         -  TN0853
 TN0853  STATE/COUNTY-  MT/FLATHEAD
 TN0853  USGS QUAD   -  MOUNT HEFTY (1994)
 TN0853
 TN0853                         *CURRENT SURVEY CONTROL
 TN0853  ___________________________________________________________________
 TN0853* NAD 83(1992)-  48 52 46.80780(N)    114 30 46.21572(W)     ADJUSTED  
 TN0853* NAVD 88     -                                                        
 TN0853  ___________________________________________________________________
 TN0853  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 TN0853  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 TN0853
 TN0853  HORZ ORDER  -  THIRD
 TN0853
 TN0853.The horizontal coordinates were established by classical geodetic methods
 TN0853.and adjusted by the National Geodetic Survey in July 1992..
 TN0853
 TN0853
 TN0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0853
 TN0853.The geoid height was determined by GEOID03.
 TN0853
 TN0853;                    North         East     Units Scale Factor Converg.
 TN0853;SPC MT       -   526,247.061   232,596.204   MT  0.99992822   -3 40 00.9
 TN0853;SPC MT       - 1,726,532.35    763,110.91   iFT  0.99992822   -3 40 00.9
 TN0853;UTM  11      - 5,417,061.666   682,347.484   MT  1.00000850   +1 52 27.0
 TN0853
 TN0853                          SUPERSEDED SURVEY CONTROL
 TN0853
 TN0853  NAD 83(1986)-  48 52 46.81531(N)    114 30 46.21137(W) AD(       ) 4
 TN0853  NAD 27      -  48 52 46.92318(N)    114 30 42.67667(W) AD(       ) 3
 TN0853
 TN0853.Superseded values are not recommended for survey control.
 TN0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0853.See file dsdata.txt to determine how the superseded data were derived.
 TN0853
 TN0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ8234717062(NAD 83)
 TN0853
 TN0853  HISTORY     - Date     Condition        Report By
 TN0853  HISTORY     - UNK      MONUMENTED
 TN0853  HISTORY     - 1963     GOOD             CGS
 TN0853
 TN0853                          STATION DESCRIPTION
 TN0853
 TN0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TN0853'THE LOOKOUT HOUSE HAD BEEN REPORTED AS DESTROYED, BUT STILL
 TN0853'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0606 ***********************************************************************
 SQ0606  DESIGNATION -  HORNETS
 SQ0606  PID         -  SQ0606
 SQ0606  STATE/COUNTY-  MT/PHILLIPS
 SQ0606  USGS QUAD   -  MICKEY BUTTE (1987)
 SQ0606
 SQ0606                         *CURRENT SURVEY CONTROL
 SQ0606  ___________________________________________________________________
 SQ0606* NAD 83(1992)-  47 32 40.79163(N)    107 50 44.62259(W)     ADJUSTED  
 SQ0606* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 SQ0606  ___________________________________________________________________
 SQ0606  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 SQ0606  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SQ0606
 SQ0606  HORZ ORDER  -  THIRD
 SQ0606
 SQ0606.The horizontal coordinates were established by classical geodetic methods
 SQ0606.and adjusted by the National Geodetic Survey in July 1992..
 SQ0606
 SQ0606.The orthometric height was scaled from a topographic map.
 SQ0606
 SQ0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0606
 SQ0606.The geoid height was determined by GEOID03.
 SQ0606
 SQ0606;                    North         East     Units Scale Factor Converg.
 SQ0606;SPC MT       -   367,409.465   724,453.448   MT  0.99943573   +1 12 36.4
 SQ0606;SPC MT       - 1,205,411.63  2,376,815.77   iFT  0.99943573   +1 12 36.4
 SQ0606;UTM  13      - 5,269,618.530   285,867.981   MT  1.00016351   -2 06 01.4
 SQ0606
 SQ0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0606!SPC MT       -   0.99988334  x   0.99943573  =   0.99931914
 SQ0606!UTM  13      -   0.99988334  x   1.00016351  =   1.00004683
 SQ0606
 SQ0606                          SUPERSEDED SURVEY CONTROL
 SQ0606
 SQ0606  NAD 83(1986)-  47 32 40.78599(N)    107 50 44.60665(W) AD(       ) 3
 SQ0606
 SQ0606.Superseded values are not recommended for survey control.
 SQ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0606.See file dsdata.txt to determine how the superseded data were derived.
 SQ0606
 SQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN8586869619(NAD 83)
 SQ0606_MARKER: DS = TRIANGULATION STATION DISK
 SQ0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0606
 SQ0606  HISTORY     - Date     Condition        Report By
 SQ0606  HISTORY     - 1885     MONUMENTED       MORC
 SQ0606
 SQ0606                          STATION DESCRIPTION
 SQ0606
 SQ0606'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SQ0606'HORNETS IS ON THE LEFT BANK, THREE-FOURTHS OF A MI. BACK FROM THE HEAD
 SQ0606'OF HORNETS NEST ISLAND, ON THE HIGHEST GROUND IN THE VICINITY.
 SQ0606'
 SQ0606'STATION MARK--STANDARD MORC TABLET SET IN 5 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0920 ***********************************************************************
 TN0920  DESIGNATION -  HORSE
 TN0920  PID         -  TN0920
 TN0920  STATE/COUNTY-  MT/LINCOLN
 TN0920  USGS QUAD   -  HORSE MOUNTAIN (1983)
 TN0920
 TN0920                         *CURRENT SURVEY CONTROL
 TN0920  ___________________________________________________________________
 TN0920* NAD 83(1992)-  48 08 22.09746(N)    115 28 50.09110(W)     ADJUSTED  
 TN0920* NAVD 88     -      1763.     (meters)    5784.     (feet)  SCALED    
 TN0920  ___________________________________________________________________
 TN0920  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 TN0920  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0920
 TN0920  HORZ ORDER  -  THIRD
 TN0920
 TN0920.The horizontal coordinates were established by classical geodetic methods
 TN0920.and adjusted by the National Geodetic Survey in July 1992..
 TN0920
 TN0920.The orthometric height was scaled from a topographic map.
 TN0920
 TN0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0920
 TN0920.The geoid height was determined by GEOID03.
 TN0920
 TN0920;                    North         East     Units Scale Factor Converg.
 TN0920;SPC MT       -   449,174.699   155,517.452   MT  0.99958673   -4 22 29.4
 TN0920;SPC MT       - 1,473,670.27    510,227.86   iFT  0.99958673   -4 22 29.4
 TN0920;UTM  11      - 5,332,918.462   613,034.567   MT  0.99975699   +1 07 54.3
 TN0920
 TN0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0920!SPC MT       -   0.99972623  x   0.99958673  =   0.99931308
 TN0920!UTM  11      -   0.99972623  x   0.99975699  =   0.99948329
 TN0920
 TN0920:                Primary Azimuth Mark                     Grid Az
 TN0920:SPC MT       -  KENELTY                                  119 20 01.9
 TN0920:UTM  11      -  KENELTY                                  113 49 38.2
 TN0920
 TN0920|---------------------------------------------------------------------|
 TN0920| PID    Reference Object                     Distance      Geod. Az  |
 TN0920|                                                           dddmmss.s |
 TN0920| TN0914 KENELTY                             APPROX.13.8 KM 1145732.5 |
 TN0920|---------------------------------------------------------------------|
 TN0920
 TN0920                          SUPERSEDED SURVEY CONTROL
 TN0920
 TN0920  NAD 83(1986)-  48 08 22.10653(N)    115 28 50.09866(W) AD(       ) 3
 TN0920  NAD 27      -  48 08 22.28875(N)    115 28 46.43795(W) AD(       ) 3
 TN0920
 TN0920.Superseded values are not recommended for survey control.
 TN0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0920.See file dsdata.txt to determine how the superseded data were derived.
 TN0920
 TN0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1303532918(NAD 83)
 TN0920_MARKER: DD = SURVEY DISK
 TN0920_SETTING: 66 = SET IN ROCK OUTCROP
 TN0920_SP_SET: SET IN ROCK OUTCROP
 TN0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0920+STABILITY: POSITION/ELEVATION WELL
 TN0920
 TN0920  HISTORY     - Date     Condition        Report By
 TN0920  HISTORY     - 1934     MONUMENTED       USGS
 TN0920
 TN0920                          STATION DESCRIPTION
 TN0920
 TN0920'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (AKA)
 TN0920'ABOUT 17 MI. S. AND 3 MI. E. OF LIBBY, MONTANA ON SWAMP CREEK- LIBBY
 TN0920'CREEK DIVIDE, ON TOP OF HORSE MOUNTAIN WHICH IS A ROUND TOPPED
 TN0920'TIMBERED PEAK.
 TN0920'
 TN0920'STATION MARK- STANDARD BRONZE TABLET STAMPED -HORSE 1934- CEMENTED
 TN0920'IN ROCK IN PLACE 0.5 FT. BELOW SURFACE.
 TN0920'
 TN0920'REFERENCE MARK NO. 1- STANDARD BRONZE REFERENCE MARK TABLET STAMPED
 TN0920'-NO. 1- CEMENTED IN ROCK OUTCROP 28.09 FT. FROM STATION,
 TN0920'S 69 DEG 08 MIN E.
 TN0920'
 TN0920'REFERENCE MARK NO. 2- STANDARD REFERENCE MARK TABLET STAMPED -NO.2-
 TN0920'CEMENTED IN ROCK OUTCROP 32.98 FT. FROM STATION, S 00 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0714 ***********************************************************************
 PZ0714  DESIGNATION -  HORSE
 PZ0714  PID         -  PZ0714
 PZ0714  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0714  USGS QUAD   -  RED ROCK (1979)
 PZ0714
 PZ0714                         *CURRENT SURVEY CONTROL
 PZ0714  ___________________________________________________________________
 PZ0714* NAD 83(1992)-  44 58 43.12487(N)    112 46 30.11074(W)     ADJUSTED  
 PZ0714* NAVD 88     -      2326.     (meters)    7631.     (feet)  VERTCON   
 PZ0714  ___________________________________________________________________
 PZ0714  LAPLACE CORR-          12.47  (seconds)                    DEFLEC99
 PZ0714  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 PZ0714
 PZ0714  HORZ ORDER  -  THIRD
 PZ0714
 PZ0714.The horizontal coordinates were established by classical geodetic methods
 PZ0714.and adjusted by the National Geodetic Survey in July 1992..
 PZ0714
 PZ0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0714
 PZ0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0714
 PZ0714.The geoid height was determined by GEOID03.
 PZ0714
 PZ0714;                    North         East     Units Scale Factor Converg.
 PZ0714;SPC MT       -    86,391.104   341,750.227   MT  1.00001288   -2 23 44.5
 PZ0714;SPC MT       -   283,435.38  1,121,227.78   iFT  1.00001288   -2 23 44.5
 PZ0714;UTM  12      - 4,982,110.807   360,048.417   MT  0.99984084   -1 15 17.5
 PZ0714
 PZ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0714!SPC MT       -   0.99963711  x   1.00001288  =   0.99964998
 PZ0714!UTM  12      -   0.99963711  x   0.99984084  =   0.99947801
 PZ0714
 PZ0714:                Primary Azimuth Mark                     Grid Az
 PZ0714:SPC MT       -  BARE                                     011 47 52.6
 PZ0714:UTM  12      -  BARE                                     010 39 25.6
 PZ0714
 PZ0714|---------------------------------------------------------------------|
 PZ0714| PID    Reference Object                     Distance      Geod. Az  |
 PZ0714|                                                           dddmmss.s |
 PZ0714| QY0533 BARE                                APPROX. 4.2 KM 0092408.1 |
 PZ0714|---------------------------------------------------------------------|
 PZ0714
 PZ0714                          SUPERSEDED SURVEY CONTROL
 PZ0714
 PZ0714  NAD 83(1986)-  44 58 43.12240(N)    112 46 30.10777(W) AD(       ) 3
 PZ0714  NAD 27      -  44 58 43.41234(N)    112 46 26.98763(W) AD(       ) 3
 PZ0714  NGVD 29 (07/19/86) 2325.     (m)         7628.     (f) VERT ANG       
 PZ0714
 PZ0714.Superseded values are not recommended for survey control.
 PZ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0714.See file dsdata.txt to determine how the superseded data were derived.
 PZ0714
 PZ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ6004882111(NAD 83)
 PZ0714_MARKER: DD = SURVEY DISK
 PZ0714_SETTING: 0 = UNSPECIFIED SETTING
 PZ0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0714
 PZ0714  HISTORY     - Date     Condition        Report By
 PZ0714  HISTORY     - 1950     MONUMENTED       USGS
 PZ0714
 PZ0714                          STATION DESCRIPTION
 PZ0714
 PZ0714'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 PZ0714'STATION LOCATED ON HIGHEST PART OF LONG RIDGE W. OF CLARK CANYON AND
 PZ0714'N. OF HORSE CREEK IN SEC. 1, T 10 S, R 10 W.
 PZ0714'
 PZ0714'TO REACH FROM JUNCTION OF DIRT RD. E. AND U.S. HIGHWAY 91 AT N. EDGE
 PZ0714'OF ARMSTEAD, MONTANA, GO E. PAST LOADING PENS 0.5 MI. TO Y-RD.  TURN
 PZ0714'LEFT 0.1 MI. TO JUNCTION TRACK RD. AT FENCE.  TAKE HARD RIGHT AND
 PZ0714'FOLLOW MAIN TRAVELED TRACK RD. 1.4 MI. TO GATE.  CONTINUE
 PZ0714'SOUTHEASTERLY 1.3 MI. TO Y-RDS. E. OF ABANDONED SHACKS.  TAKE LEFT
 PZ0714'1.8 MI. TO SADDLE OVERLOOKING CLARKS CANYON, THENCE BACK LEFT ALONG
 PZ0714'RIDGE TO HIGHEST POINT AND STATION SITE APPROXIMATELY 0.3 MI.
 PZ0714'
 PZ0714'STATION MARK--STANDARD BRONZE TABLET WELDED IN STEEL PIPE 2 BY 40 IN.
 PZ0714'PROJECTING 10 IN. (THIS PIPE RESTING ON SOLID ROCK) AND STAMPED
 PZ0714'---HORSE 1950---.
 PZ0714'
 PZ0714'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET CEMENTED IN DRILL HOLE
 PZ0714'IN LARGE BOULDER PROJECTING 2 FT., 22.45 FT. FROM STATION,
 PZ0714'N 19 DEG 49 MIN E.
 PZ0714'
 PZ0714'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET CEMENTED IN DRILL HOLE
 PZ0714'PROJECTING 1 IN., 15.05 FT. FROM STATION, S 58 DEG 57 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0537 ***********************************************************************
 TL0537  DESIGNATION -  HORSE
 TL0537  PID         -  TL0537
 TL0537  STATE/COUNTY-  MT/LIBERTY
 TL0537  USGS QUAD   -  BLAIR RANCH (1962)
 TL0537
 TL0537                         *CURRENT SURVEY CONTROL
 TL0537  ___________________________________________________________________
 TL0537* NAD 83(1992)-  48 37 58.00781(N)    111 08 42.64101(W)     ADJUSTED  
 TL0537* NAVD 88     -      1100.8    (meters)    3612.     (feet)  VERTCON   
 TL0537  ___________________________________________________________________
 TL0537  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 TL0537  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 TL0537
 TL0537  HORZ ORDER  -  FIRST
 TL0537
 TL0537.The horizontal coordinates were established by classical geodetic methods
 TL0537.and adjusted by the National Geodetic Survey in July 1992..
 TL0537
 TL0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0537
 TL0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0537
 TL0537.The geoid height was determined by GEOID03.
 TL0537
 TL0537;                    North         East     Units Scale Factor Converg.
 TL0537;SPC MT       -   488,307.954   478,770.623   MT  0.99979524   -1 12 12.4
 TL0537;SPC MT       - 1,602,060.22  1,570,769.76   iFT  0.99979524   -1 12 12.4
 TL0537;UTM  12      - 5,386,645.147   489,303.468   MT  0.99960141   -0 06 32.2
 TL0537
 TL0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0537!SPC MT       -   0.99982983  x   0.99979524  =   0.99962511
 TL0537!UTM  12      -   0.99982983  x   0.99960141  =   0.99943131
 TL0537
 TL0537:                Primary Azimuth Mark                     Grid Az
 TL0537:SPC MT       -  CHESTER MUNICIPAL TANK                   137 00 51.0
 TL0537:UTM  12      -  CHESTER MUNICIPAL TANK                   135 55 10.8
 TL0537
 TL0537|---------------------------------------------------------------------|
 TL0537| PID    Reference Object                     Distance      Geod. Az  |
 TL0537|                                                           dddmmss.s |
 TL0537| TL0672 CHESTER MUNICIPAL TANK              APPROX.18.9 KM 1354838.6 |
 TL0537| CN3724 HORSE RM 1                           12.111 METERS 17544     |
 TL0537| CN3725 HORSE RM 2                            9.864 METERS 27345     |
 TL0537| CN3723 HORSE AZ MK                                        2822339.8 |
 TL0537|---------------------------------------------------------------------|
 TL0537
 TL0537                          SUPERSEDED SURVEY CONTROL
 TL0537
 TL0537  NAD 83(1986)-  48 37 58.00785(N)    111 08 42.63389(W) AD(       ) 1
 TL0537  NAD 27      -  48 37 58.04310(N)    111 08 39.69293(W) AD(       ) 1
 TL0537  NGVD 29 (07/19/86) 1099.9    (m)         3609.     (f) VERT ANG       
 TL0537
 TL0537.Superseded values are not recommended for survey control.
 TL0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0537.See file dsdata.txt to determine how the superseded data were derived.
 TL0537
 TL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU8930386645(NAD 83)
 TL0537_MARKER: DS = TRIANGULATION STATION DISK
 TL0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0537
 TL0537  HISTORY     - Date     Condition        Report By
 TL0537  HISTORY     - 1964     MONUMENTED       CGS
 TL0537
 TL0537                          STATION DESCRIPTION
 TL0537
 TL0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0537'THE STATION IS ABOUT 12-1/2 MILES NORTH-NORTHEAST OF LOTHAIR,
 TL0537'12 MILES NORTHWEST OF CHESTER, 9-1/2 MILES NORTH-NORTHWEST
 TL0537'OF TIBER, ON A SMALL GRASSY KNOLL WHICH IS THE HIGHEST POINT
 TL0537'IN THE IMMEDIATE VICINITY.
 TL0537'
 TL0537'TO REACH THE STATION FROM THE POST OFFICE IN LOTHAIR, GO WEST
 TL0537'ON U.S. HIGHWAY 2 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT,
 TL0537'CROSSING OVER RAILROAD TRACKS AND GO NORTH ON GRAVELED ROAD
 TL0537'FOR 6.5 MILES TO WHERE THE MAIN ROAD TURNS TO THE RIGHT,
 TL0537'EAST.  CONTINUE ON THE MAIN ROAD, EAST, FOR 0.1 MILE THEN LEFT,
 TL0537'NORTH, ON MAIN ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT
 TL0537'AND GO EAST ON GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD.
 TL0537'TURN LEFT, NORTH, FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT,
 TL0537'CONTINUE AHEAD, NORTH, ON BLADED ROAD FOR 0.7 MILE TO SOME
 TL0537'SILVER GRAIN BINS ON THE RIGHT.  CONTINUE NORTH ON A TRACK
 TL0537'ROAD FOR 0.7 MILE TO A FORK, TAKE THE RIGHT FORK, NORTH, FOR
 TL0537'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 TL0537'FOR 0.25 MILE TO WHERE THE TRACK ROAD TURNS TO THE LEFT AND A
 TL0537'WIRE GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE
 TL0537'AND GO EAST ON TRACK ROAD FOR 0.9 MILE TO A CONCRETE
 TL0537'WATER TANK ON THE RIGHT, (THIS IS 0.1 MILE BEFORE REACHING A
 TL0537'NORTH-SOUTH FENCE LINE). TURN RIGHT, PASSING TO THE RIGHT
 TL0537'OF THE CONCRETE WATER TANK AND GO SOUTH CROSS COUNTRY FOR
 TL0537'0.45 MILE TO THE HIGHEST POINT OF A SMALL GRASSY KNOLL AND
 TL0537'THE STATION.
 TL0537'
 TL0537'THE STATION MARK IS A STANDARD DISK, STAMPED HORSE 1964,
 TL0537'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TL0537'2 INCHES.  IT IS 300 FEET NORTH OF AN EAST-WEST FENCE LINE
 TL0537'AND 20 FEET WEST OF THE EAST SLOPE OF THE HILL.
 TL0537'
 TL0537'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HORSE NO 1 1964,
 TL0537'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TL0537'2 INCHES.  IT IS 20 FEET WEST OF THE EAST SLOPE OF THE HILL AND
 TL0537'ABOUT THE SAME ELEVATION AS THE STATION.
 TL0537'
 TL0537'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HORSE NO 2 1964,
 TL0537'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TL0537'3 INCHES.  IT IS 6 FEET EAST OF THE WEST SLOPE OF THE HILL
 TL0537'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TL0537'
 TL0537'AZIMUTH MARK IS A STANDARD DISK, STAMPED HORSE 1964, SET IN THE
 TL0537'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING
 TL0537'2 INCHES.  IT IS 31 FEET WEST OF THE CENTERLINE OF A TRACK
 TL0537'ROAD, 2.8 FEET NORTH OF A WITNESS POST AND 1.5 FEET EAST OF A
 TL0537'NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0907 ***********************************************************************
 TM0907  DESIGNATION -  HORSE
 TM0907  PID         -  TM0907
 TM0907  STATE/COUNTY-  MT/FLATHEAD
 TM0907  USGS QUAD   -  HORSESHOE PEAK (1994)
 TM0907
 TM0907                         *CURRENT SURVEY CONTROL
 TM0907  ___________________________________________________________________
 TM0907* NAD 83(1992)-  48 04 33.22111(N)    113 25 03.56618(W)     ADJUSTED  
 TM0907* NAVD 88     -      2370.4    (meters)    7777.     (feet)  VERTCON   
 TM0907  ___________________________________________________________________
 TM0907  LAPLACE CORR-           9.65  (seconds)                    DEFLEC99
 TM0907  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 TM0907
 TM0907  HORZ ORDER  -  THIRD
 TM0907
 TM0907.The horizontal coordinates were established by classical geodetic methods
 TM0907.and adjusted by the National Geodetic Survey in July 1992..
 TM0907
 TM0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0907
 TM0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0907
 TM0907.The geoid height was determined by GEOID03.
 TM0907
 TM0907;                    North         East     Units Scale Factor Converg.
 TM0907;SPC MT       -   432,426.983   308,321.033   MT  0.99956537   -2 51 56.8
 TM0907;SPC MT       - 1,418,723.70  1,011,551.95   iFT  0.99956537   -2 51 56.8
 TM0907;UTM  12      - 5,327,563.224   319,923.983   MT  0.99999846   -1 47 57.5
 TM0907
 TM0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0907!SPC MT       -   0.99963078  x   0.99956537  =   0.99919631
 TM0907!UTM  12      -   0.99963078  x   0.99999846  =   0.99962924
 TM0907
 TM0907:                Primary Azimuth Mark                     Grid Az
 TM0907:SPC MT       -  ARGOSY                                   124 01 57.1
 TM0907:UTM  12      -  ARGOSY                                   122 57 57.8
 TM0907
 TM0907|---------------------------------------------------------------------|
 TM0907| PID    Reference Object                     Distance      Geod. Az  |
 TM0907|                                                           dddmmss.s |
 TM0907| TM0902 ARGOSY                              APPROX.15.5 KM 1211000.3 |
 TM0907|---------------------------------------------------------------------|
 TM0907
 TM0907                          SUPERSEDED SURVEY CONTROL
 TM0907
 TM0907  NAD 83(1986)-  48 04 33.23178(N)    113 25 03.55488(W) AD(       ) 3
 TM0907  NAD 27      -  48 04 33.38768(N)    113 25 00.23930(W) AD(       ) 3
 TM0907  NGVD 29 (07/19/86) 2369.1    (m)         7773.     (f) VERT ANG       
 TM0907
 TM0907.Superseded values are not recommended for survey control.
 TM0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0907.See file dsdata.txt to determine how the superseded data were derived.
 TM0907
 TM0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU1992427563(NAD 83)
 TM0907_MARKER: DD = SURVEY DISK
 TM0907_SETTING: 66 = SET IN ROCK OUTCROP
 TM0907_SP_SET: SET IN BEDROCK
 TM0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0907+STABILITY: POSITION/ELEVATION WELL
 TM0907
 TM0907  HISTORY     - Date     Condition        Report By
 TM0907  HISTORY     - 1956     MONUMENTED       USGS
 TM0907
 TM0907                          STATION DESCRIPTION
 TM0907
 TM0907'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TM0907'STATION IS LOCATED ON THE HIGHEST POINT OF HORSESHOE PEAK, IN
 TM0907'FLATHEAD COUNTY, MONTANA.  STATION IS 17.0 MI. SSW. OF SUMMIT,
 TM0907'MONTANA, AND 9.0 MI. NE. OF S. END OF HUNGRY HORSE RESERVOIR.
 TM0907'STATION REACHED BY HELICOPTER FROM ESSEX, MONTANA.  FLYING TIME
 TM0907'IS APPROXIMATELY 22 MINUTES.
 TM0907'
 TM0907'NOTE--THIS WAS THE SITE OF AN OLD USGS STATION, BUT NO EVIDENCE OF
 TM0907'THE ORIGINAL MARKS COULD BE FOUND.
 TM0907'
 TM0907'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED IN BEDROCK,
 TM0907'AND STAMPED ---HORSE 1956---.
 TM0907'
 TM0907'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0309 ***********************************************************************
 QV0309  DESIGNATION -  HORSE
 QV0309  PID         -  QV0309
 QV0309  STATE/COUNTY-  MT/TREASURE
 QV0309  USGS QUAD   -  MC CLURE CREEK (1971)
 QV0309
 QV0309                         *CURRENT SURVEY CONTROL
 QV0309  ___________________________________________________________________
 QV0309* NAD 83(1992)-  45 54 54.48059(N)    106 58 02.37809(W)     ADJUSTED  
 QV0309* NAVD 88     -      1191.0    (meters)    3907.     (feet)  VERTCON   
 QV0309  ___________________________________________________________________
 QV0309  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 QV0309  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QV0309
 QV0309  HORZ ORDER  -  SECOND
 QV0309
 QV0309.The horizontal coordinates were established by classical geodetic methods
 QV0309.and adjusted by the National Geodetic Survey in July 1992..
 QV0309
 QV0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0309
 QV0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0309
 QV0309.The geoid height was determined by GEOID03.
 QV0309
 QV0309;                    North         East     Units Scale Factor Converg.
 QV0309;SPC MT       -   188,224.332   796,371.025   MT  0.99957419   +1 51 09.6
 QV0309;SPC MT       -   617,533.90  2,612,765.83   iFT  0.99957419   +1 51 09.6
 QV0309;UTM  13      - 5,086,500.138   347,433.486   MT  0.99988616   -1 24 48.3
 QV0309
 QV0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0309!SPC MT       -   0.99981563  x   0.99957419  =   0.99938990
 QV0309!UTM  13      -   0.99981563  x   0.99988616  =   0.99970181
 QV0309
 QV0309:                Primary Azimuth Mark                     Grid Az
 QV0309:SPC MT       -  RICHARD                                  153 54 46.9
 QV0309:UTM  13      -  RICHARD                                  157 10 44.8
 QV0309
 QV0309|---------------------------------------------------------------------|
 QV0309| PID    Reference Object                     Distance      Geod. Az  |
 QV0309|                                                           dddmmss.s |
 QV0309| QV0307 RICHARD                             APPROX.10.7 KM 1554556.5 |
 QV0309| CQ6751 HORSE RM 2                           11.125 METERS 31524     |
 QV0309| CQ6750 HORSE RM 1                            7.529 METERS 35814     |
 QV0309|---------------------------------------------------------------------|
 QV0309
 QV0309                          SUPERSEDED SURVEY CONTROL
 QV0309
 QV0309  NAD 83(1986)-  45 54 54.47198(N)    106 58 02.35915(W) AD(       ) 2
 QV0309  NAD 27      -  45 54 54.51127(N)    106 58 00.20627(W) AD(       ) 2
 QV0309  NGVD 29 (07/19/86) 1190.3    (m)         3905.     (f) VERT ANG       
 QV0309
 QV0309.Superseded values are not recommended for survey control.
 QV0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0309.See file dsdata.txt to determine how the superseded data were derived.
 QV0309
 QV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL4743386500(NAD 83)
 QV0309_MARKER: DD = SURVEY DISK
 QV0309_SETTING: 66 = SET IN ROCK OUTCROP
 QV0309_SP_SET: PARTIALLY EXPOSED BEDROCK
 QV0309
 QV0309  HISTORY     - Date     Condition        Report By
 QV0309  HISTORY     - 1971     MONUMENTED       USGS
 QV0309
 QV0309                          STATION DESCRIPTION
 QV0309
 QV0309'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DH)
 QV0309'DISTANCE BETWEEN REFERENCE MARKS NOT CHAINED DUE TO INTERVENING
 QV0309'ROCKS.
 QV0309'
 QV0309'THE STATION IS LOCATED SOUTH 18 DEGREES WEST, ABOUT 24 MILES
 QV0309'FROM THE INTERSECTION OF I-94 AND THE COLSTRIP ROAD, STATE ROAD
 QV0309'315, ON TOP OF A STEEP ROCKY HILL, IN SECTION 14, TOWNSHIP 2
 QV0309'NORTH, RANGE 38 EAST, ON LAND OWNED BY LEO FARLEY OF COLSTRIP,
 QV0309'MONTANA.
 QV0309'
 QV0309'TO REACH FROM THE INTERSECTION OF I-94 AND THE COLSTRIP ROAD,
 QV0309'STATE ROAD 315, GO SOUTH ON THE COLSTRIP ROAD FOR 11.4 MILES TO
 QV0309'A GRAVEL ROAD THAT FOLLOWS THE WEST FORK OF ARMELLS CREEK.  TURN
 QV0309'RIGHT (SOUTHWEST) AND FOLLOW FOR 17.5 MILES TO A T-ROAD
 QV0309'WEST.  TURN RIGHT (WEST) ON GRADED DIRT ROAD FOR 8.8 MILES TO A
 QV0309'DIM TRACK ROAD.  GO LEFT (SOUTH) FOR 0.3 MILES AND LEAVE THE
 QV0309'TRACK ROAD.  GO ACROSS COUNTRY RIGHT (WEST) FOR ABOUT 0.1 MILE
 QV0309'TO A SADDLE AND END OF TRUCK TRAVEL.  STATION SITE IS REACHED
 QV0309'BY PACKING ABOUT 300 FEET UP THE STEEP SIDE TO THE TOP.
 QV0309'
 QV0309'STATION AND REFERENCE MARKS ARE USGS TABLETS CEMENTED IN BED
 QV0309'ROCK.
 QV0309'
 QV0309'STATION MARK--THE TABLET IS STAMPED HORSE ET 1971.
 QV0309'
 QV0309'REFERENCE MARK NO. 1--THE TABLET IS STAMPED HORSE ET 1971 RM 1.
 QV0309'
 QV0309'REFERENCE MARK NO. 2--THE TABLET IS STAMPED HORSE ET 1971 RM 2.
 QV0309'
 QV0309'STATION RICHARD ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 QV0309'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 QV0309'
 QV0309'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0689 ***********************************************************************
 QX0689  DESIGNATION -  HORSE
 QX0689  PID         -  QX0689
 QX0689  STATE/COUNTY-  MT/PARK
 QX0689  USGS QUAD   -  SPECIMEN CREEK (1987)
 QX0689
 QX0689                         *CURRENT SURVEY CONTROL
 QX0689  ___________________________________________________________________
 QX0689* NAD 83(1992)-  45 04 31.14187(N)    110 28 36.80303(W)     ADJUSTED  
 QX0689* NAVD 88     -      2965.1    (meters)    9728.     (feet)  VERTCON   
 QX0689  ___________________________________________________________________
 QX0689  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 QX0689  GEOID HEIGHT-          -8.27  (meters)                     GEOID03
 QX0689
 QX0689  HORZ ORDER  -  THIRD
 QX0689
 QX0689.The horizontal coordinates were established by classical geodetic methods
 QX0689.and adjusted by the National Geodetic Survey in July 1992..
 QX0689
 QX0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0689
 QX0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0689
 QX0689.The geoid height was determined by GEOID03.
 QX0689
 QX0689;                    North         East     Units Scale Factor Converg.
 QX0689;SPC MT       -    92,214.055   523,081.722   MT  0.99995563   -0 42 52.6
 QX0689;SPC MT       -   302,539.55  1,716,147.38   iFT  0.99995563   -0 42 52.6
 QX0689;UTM  12      - 4,991,450.327   541,175.040   MT  0.99962085   +0 22 13.4
 QX0689
 QX0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0689!SPC MT       -   0.99953663  x   0.99995563  =   0.99949228
 QX0689!UTM  12      -   0.99953663  x   0.99962085  =   0.99915765
 QX0689
 QX0689:                Primary Azimuth Mark                     Grid Az
 QX0689:SPC MT       -  SUNSET 2                                 296 31 55.5
 QX0689:UTM  12      -  SUNSET 2                                 295 26 49.5
 QX0689
 QX0689|---------------------------------------------------------------------|
 QX0689| PID    Reference Object                     Distance      Geod. Az  |
 QX0689|                                                           dddmmss.s |
 QX0689| QX0700 SUNSET 2                            APPROX. 6.3 KM 2954902.9 |
 QX0689|---------------------------------------------------------------------|
 QX0689
 QX0689                          SUPERSEDED SURVEY CONTROL
 QX0689
 QX0689  NAD 83(1986)-  45 04 31.13271(N)    110 28 36.79310(W) AD(       ) 3
 QX0689  NAD 27      -  45 04 31.36383(N)    110 28 34.06999(W) AD(       ) 3
 QX0689  NGVD 29 (07/19/86) 2963.7    (m)         9723.     (f) VERT ANG       
 QX0689
 QX0689.Superseded values are not recommended for survey control.
 QX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0689.See file dsdata.txt to determine how the superseded data were derived.
 QX0689
 QX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4117591450(NAD 83)
 QX0689_MARKER: DD = SURVEY DISK
 QX0689_SETTING: 66 = SET IN ROCK OUTCROP
 QX0689_SP_SET: SET IN ROCK OUTCROP
 QX0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0689+STABILITY: POSITION/ELEVATION WELL
 QX0689
 QX0689  HISTORY     - Date     Condition        Report By
 QX0689  HISTORY     - 1951     MONUMENTED       USGS
 QX0689
 QX0689                          STATION DESCRIPTION
 QX0689
 QX0689'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0689'STATION LOCATED APPROXIMATELY 6.5 MI. (AIRLINE) E. OF JARDINE,
 QX0689'MONTANA, ON THE HIGHEST POINT OF A TIMBERED NOB KNOWN AS HORSE
 QX0689'MOUNTAIN.  HORSE MOUNTAIN IS LOCATED IN SEC. 3, R 10 E, T 9 S.
 QX0689'
 QX0689'TO REACH STATION FROM BRIDGE ACROSS BEAR CREEK IN JARDINE, MONTANA,
 QX0689'PROCEED BY HORSE ALONG FOREST SERVICE TRAIL 88 HELLROARING TRAIL, TO
 QX0689'THE JUNCTION OF THE UPPER AND LOWER HELLROARING TRAILS.  FOLLOW THE
 QX0689'UPPER TRAIL TO THE TOP OF THE CREVICE, COTTONWOOD DIVIDE.  THIS IS
 QX0689'ABOUT 9 MI. OR 3.5-HOURS RIDE.  START DOWN THE E. SIDE OF THE CREVICE,
 QX0689'COTTONWOOD DIVIDE FOLLOWING THE TRAIL FOR A SHORT DISTANCE UNTIL A
 QX0689'HIGH NOB OF HORSE MOUNTAIN BECOMES VISIBLE DIRECTLY E. OF THIS POINT.
 QX0689'FROM THIS POINT IT IS NECESSARY TO LEAVE THE TRAIL BY THE BEST
 QX0689'APPEARING ROUTE AND RIDE ACROSS THE OPEN SLOPES, UP A TIMBERED RIDGE
 QX0689'TOWARD HORSE MOUNTAIN.  SWING TOWARD THE N. IN ORDER TO AVOID ROCKY
 QX0689'CLIFFS ON TIMBERED RIDGE.  APPROACH THE HIGH NOB OF HORSE MOUNTAIN
 QX0689'FROM THE NW. AND ANGLE UP ALONG THE OPEN GRASSY SIDES TO THE TOP AND
 QX0689'STATION MARK.  APPROXIMATELY 1.5 MI. FROM OR 1-HOUR RIDE FROM TRAIL.
 QX0689'
 QX0689'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, AND STAMPED
 QX0689'---F-HORSE 1951---.
 QX0689'
 QX0689'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0324 ***********************************************************************
 QU0324  DESIGNATION -  HORSE
 QU0324  PID         -  QU0324
 QU0324  STATE/COUNTY-  MT/POWDER RIVER
 QU0324  USGS QUAD   -  SANBURN RESERVOIR (1970)
 QU0324
 QU0324                         *CURRENT SURVEY CONTROL
 QU0324  ___________________________________________________________________
 QU0324* NAD 83(1993)-  45 12 12.90060(N)    105 14 19.24399(W)     ADJUSTED  
 QU0324* NAVD 88     -      1114.5    (meters)    3656.     (feet)  VERTCON   
 QU0324  ___________________________________________________________________
 QU0324  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 QU0324  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 QU0324
 QU0324  HORZ ORDER  -  SECOND
 QU0324
 QU0324.The horizontal coordinates were established by classical geodetic methods
 QU0324.and adjusted by the National Geodetic Survey in January 1997..
 QU0324
 QU0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 QU0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QU0324
 QU0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 QU0324
 QU0324.The geoid height was determined by GEOID03.
 QU0324
 QU0324;                    North         East     Units Scale Factor Converg.
 QU0324;SPC MT       -   115,092.124   934,595.725   MT  0.99988390   +3 07 01.8
 QU0324;SPC MT       -   377,598.83  3,066,258.94   iFT  0.99988390   +3 07 01.8
 QU0324;UTM  13      - 5,005,594.057   481,255.189   MT  0.99960432   -0 10 09.7
 QU0324
 QU0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QU0324!SPC MT       -   0.99982761  x   0.99988390  =   0.99971153
 QU0324!UTM  13      -   0.99982761  x   0.99960432  =   0.99943200
 QU0324
 QU0324|---------------------------------------------------------------------|
 QU0324| PID    Reference Object                     Distance      Geod. Az  |
 QU0324|                                                           dddmmss.s |
 QU0324| CQ7870 HORSE RM 2                            4.941 METERS 00813     |
 QU0324| CQ7868 HORSE AZ MK                                        0174125.7 |
 QU0324| CQ7869 HORSE RM 1                            6.227 METERS 14148     |
 QU0324|---------------------------------------------------------------------|
 QU0324
 QU0324                          SUPERSEDED SURVEY CONTROL
 QU0324
 QU0324  NAD 83(1992)-  45 12 12.88473(N)    105 14 19.23928(W) AD(       ) 2
 QU0324  NAD 83(1986)-  45 12 12.88471(N)    105 14 19.23591(W) AD(       ) 2
 QU0324  NAD 27      -  45 12 12.93400(N)    105 14 17.27100(W) AD(       ) 2
 QU0324  NGVD 29 (07/19/86) 1113.9    (m)         3655.     (f) VERT ANG       
 QU0324
 QU0324.Superseded values are not recommended for survey control.
 QU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0324.See file dsdata.txt to determine how the superseded data were derived.
 QU0324
 QU0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL8125505594(NAD 83)
 QU0324_MARKER: DS = TRIANGULATION STATION DISK
 QU0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0324
 QU0324  HISTORY     - Date     Condition        Report By
 QU0324  HISTORY     - 1949     MONUMENTED       CGS
 QU0324  HISTORY     - 1970     GOOD             USGS
 QU0324
 QU0324                          STATION DESCRIPTION
 QU0324
 QU0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 QU0324'THE STATION IS LOCATED ABOUT 19 MILES SOUTH-SOUTHEAST OF
 QU0324'BROADUS, 8.5 MILES NORTH-NORTHEAST OF BIDDLE, 4 MILES EAST
 QU0324'OF THE LITTLE POWDER RIVER, 0.45 MILE SOUTH OF A ROAD FORK,
 QU0324'AND ON LAND OWNED BY
 QU0324'
 QU0324'TO REACH THE STATION FROM THE POST OFFICE IN BROADUS, GO SOUTH
 QU0324'AND EAST ON U.S. HIGHWAY 212 FOR 3.6 MILES TO A GRAVELED
 QU0324'ROAD ON THE RIGHT, TURN RIGHT, SOUTH, AND FOLLOW THE MAIN
 QU0324'GRAVELED ROAD FOR 11.35 MILES TO A SIDE ROAD ON THE LEFT,
 QU0324'TURN LEFT, EASTERLY, AND FOLLOW THE MAIN DIRT ROAD FOR 1.15
 QU0324'MILES TO A FORK AT THE EAST END OF A STEEL BRIDGE THAT EXTENDS
 QU0324'OVER THE LITTLE POWDER RIVER, BEAR RIGHT, SOUTHEAST, AND
 QU0324'FOLLOW THE MAIN DIRT AND TRACK ROAD FOR 5.05 MILES TO THE
 QU0324'AZIMUTH MARK ON THE RIGHT, CONTINUE ON THE
 QU0324'MAIN DIRT ROAD SOUTHEASTERLY FOR 0.4 MILE TO THE SUMMIT OF
 QU0324'A LOW RIDGE, TURN SHARP RIGHT AND PROCEED FOR 0.05 MILE TO
 QU0324'THE TOP OF A KNOLL AND THE STATION.
 QU0324'
 QU0324'THE STATION IS 7.4 FEET WEST OF A WITNESS POST.  THE MARK
 QU0324'IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH CONCRETE
 QU0324'POST, PROJECTING 5 INCHES, AND IS STAMPED HORSE 1949.
 QU0324'
 QU0324'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 QU0324'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE, AND IS
 QU0324'STAMPED HORSE NO 1 1949.
 QU0324'
 QU0324'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 QU0324'A 10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES,
 QU0324'AND THE DISK IS STAMPED HORSE NO 2 1949.
 QU0324'
 QU0324'THE AZIMUTH MARK IS 117 FEET WEST-NORTHWEST OF THE APPROXIMATE
 QU0324'CENTERLINE OF A DIRT ROAD, AND 24 FEET WEST-NORTHWEST OF A
 QU0324'WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP
 QU0324'OF A PETRIFIED LOG, WHICH PROTRUDES ABOUT 2 FEET FROM THE
 QU0324'GROUND, AND THE DISK IS STAMPED HORSE 1949.
 QU0324
 QU0324                          STATION RECOVERY (1970)
 QU0324
 QU0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (SAC)
 QU0324'BROADUS, MONTANA, 3.5 MILES S. ALONG U.S. HIGHWAY 212 TO
 QU0324'JUNCTION OF U.S. HY. 212 AND STATE HY. 59, THENCE 13.7 MILES
 QU0324'S ALONG STATE HY 59 TO ROAD JUNCTION E., THENCE 4.8 MILES
 QU0324'W. ALONG GRAVEL ROAD TO BELLE CREEK, MONTANA TO ROAD JUNCTION
 QU0324'N., THENCE N. 1.6 MILES TO Y-ROAD, 0.5 N. (RIGHT) ALONG
 QU0324'RIDGE ROAD TO ROAD AT CREST, PACK NW 315 FEET UP RIDGE TO
 QU0324'SMALL TOP AND STATION SITE, STANDARD TABLET SET IN TOP OF
 QU0324'CONCRETE POST PROJECTING 0.4 FOOT STAMPED HORSE 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1274 ***********************************************************************
 PY1274  CBN         -  This is a Cooperative Base Network Control Station.
 PY1274  DESIGNATION -  HORSE
 PY1274  PID         -  PY1274
 PY1274  STATE/COUNTY-  MT/GALLATIN
 PY1274  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY1274
 PY1274                         *CURRENT SURVEY CONTROL
 PY1274  ___________________________________________________________________
 PY1274* NAD 83(1999)-  44 45 03.94064(N)    111 11 48.45310(W)     ADJUSTED  
 PY1274* NAVD 88     -      2156.1    (meters)    7074.     (feet)  GPS OBS   
 PY1274  ___________________________________________________________________
 PY1274  X           -  -1,641,044.074 (meters)                     COMP
 PY1274  Y           -  -4,231,566.804 (meters)                     COMP
 PY1274  Z           -   4,469,258.648 (meters)                     COMP
 PY1274  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 PY1274  ELLIP HEIGHT-        2147.25  (meters)          (04/16/01) GPS OBS
 PY1274  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 PY1274
 PY1274  HORZ ORDER  -  B
 PY1274  ELLP ORDER  -  FOURTH    CLASS II
 PY1274
 PY1274.The horizontal coordinates were established by GPS observations
 PY1274.and adjusted by the National Geodetic Survey in April 2001..
 PY1274.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY1274.DATUM ITEM on the data sheet items page.
 PY1274
 PY1274.The orthometric height was determined by GPS observations and a
 PY1274.high-resolution geoid model.
 PY1274
 PY1274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1274
 PY1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1274
 PY1274.The ellipsoidal height was determined by GPS observations
 PY1274.and is referenced to NAD 83.
 PY1274
 PY1274.The geoid height was determined by GEOID03.
 PY1274
 PY1274;                    North         East     Units Scale Factor Converg.
 PY1274;SPC MT       -    57,157.099   465,624.524   MT  1.00015846   -1 14 28.4
 PY1274;SPC MT       -   187,523.29  1,527,639.51   iFT  1.00015846   -1 14 28.4
 PY1274;UTM  12      - 4,955,319.606   484,422.732   MT  0.99960298   -0 08 18.8
 PY1274
 PY1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1274!SPC MT       -   0.99966344  x   1.00015846  =   0.99982185
 PY1274!UTM  12      -   0.99966344  x   0.99960298  =   0.99926656
 PY1274
 PY1274                          SUPERSEDED SURVEY CONTROL
 PY1274
 PY1274  NAD 83(1992)-  44 45 03.94039(N)    111 11 48.45232(W) AD(       ) B
 PY1274  ELLIP H (05/15/92) 2147.33   (m)                       GP(       ) 4 2
 PY1274  NAD 83(1992)-  44 45 03.93028(N)    111 11 48.43787(W) AD(       ) 1
 PY1274  NGVD 29 (04/22/91) 2154.7    (m)         7069.     (f) GPS OBS        
 PY1274
 PY1274.Superseded values are not recommended for survey control.
 PY1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1274.See file dsdata.txt to determine how the superseded data were derived.
 PY1274
 PY1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ8442355320(NAD 83)
 PY1274_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PY1274_SETTING: 80 = SET IN A BOULDER
 PY1274_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1274+STABILITY: SURFACE MOTION
 PY1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1274+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1274
 PY1274  HISTORY     - Date     Condition        Report By
 PY1274  HISTORY     - 1973     MONUMENTED       USGS
 PY1274  HISTORY     - 1987     GOOD             NGS
 PY1274
 PY1274                          STATION DESCRIPTION
 PY1274
 PY1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1274'THE STATION WAS RECOVERED AT THIS DATE.
 PY1274'NO OTHER MARKS WERE SEARCHED FOR AT THIS DATE.
 PY1274'
 PY1274'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI)
 PY1274'NORTHWEST OF WEST YELLOWSTONE, ON HORSE BUTTE, BETWEEN MADISON AND
 PY1274'GRAYLING ARMS OF HEBGEN LAKE,
 PY1274'6.4 KM (4 MI) WEST OF U.S. HIGHWAYS 191 AND 287, IN THE NORTHEAST
 PY1274'CORNER OF SECTION 35, T 12 S, R 4 E.
 PY1274'OWNERSHIP--U.S. FOREST SERVICE.
 PY1274'
 PY1274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 191 AND
 PY1274'287 IN WEST YELLOWSTONE, GO NORTH FOR 5.8 KM (3.6 MI) ON HIGHWAYS
 PY1274'191 AND 287 TO THE BRIDGE OVER THE MADISON RIVER.  CONTINUE NORTH
 PY1274'FOR 0.9 KM (0.55 MI) TO A GRAVEL ROAD RIGHT AT SIGN, YELLOWSTONE
 PY1274'VILLAGE.  TURN LEFT AND GO NORTHWEST FOR 5.1 KM (3.2 MI) ON FOREST
 PY1274'SERVICE ROAD 610 TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST FOR
 PY1274'2.4 KM (1.5 MI) TO A FORK.  FOLLOW THE RIGHT FORK AND GO UPGRADE
 PY1274'ON CIRCULAR ROAD FOR 2.9 KM (1.8 MI) TO THE END OF ROAD AND THE
 PY1274'STATION.
 PY1274'
 PY1274'THE STATION IS A DOT INSIDE A SQUARE IN THE CENTER OF A USGS NATIONAL
 PY1274'CENTER FOR EARTHQUAKE RESEARCH DISK
 PY1274'STAMPED---HORSE 1973---,
 PY1274'SET INTO A DRILL HOLE IN A 0.5 METERS BY 0.5 METERS BOULDER
 PY1274'WITH A CLEFT IN WEST SIDE PROJECTING 30 CM ABOVE GROUND.  LOCATED
 PY1274'16.5 METERS (54.1 FT) WEST FROM THE SOUTH END OF STONE BASE OF SIGN,
 PY1274'HORSE BUTTE LOOKOUT,
 PY1274'9.6 METERS (31.5 FT) SOUTHWEST FROM THE SOUTH LEG OF THE LOOKOUT
 PY1274'TOWER,
 PY1274'13.7 METERS (44.9 FT) NORTHEAST FROM THE BANK OF THE CIRCULAR ROAD
 PY1274'AND
 PY1274'1.8 METERS (5.9 FT) SOUTHEAST FROM THE LOOKOUT TOWER GUY CABLE.
 PY1274'
 PY1274'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1274'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1274'
 PY1274'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1274'
 PY1274'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0849 ***********************************************************************
 TN0849  DESIGNATION -  HORSE HILL LOOKOUT TOWER
 TN0849  PID         -  TN0849
 TN0849  STATE/COUNTY-  MT/LINCOLN
 TN0849  USGS QUAD   -  HORSE HILL (1983)
 TN0849
 TN0849                         *CURRENT SURVEY CONTROL
 TN0849  ___________________________________________________________________
 TN0849* NAD 83(1992)-  48 19 54.44612(N)    114 58 36.22058(W)     ADJUSTED  
 TN0849* NAVD 88     -                                                        
 TN0849  ___________________________________________________________________
 TN0849  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 TN0849  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 TN0849
 TN0849  HORZ ORDER  -  THIRD
 TN0849
 TN0849.The horizontal coordinates were established by classical geodetic methods
 TN0849.and adjusted by the National Geodetic Survey in July 1992..
 TN0849
 TN0849
 TN0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0849
 TN0849.The geoid height was determined by GEOID03.
 TN0849
 TN0849;                    North         East     Units Scale Factor Converg.
 TN0849;SPC MT       -   467,760.253   194,393.923   MT  0.99965899   -4 00 22.5
 TN0849;SPC MT       - 1,534,646.50    637,775.34   iFT  0.99965899   -4 00 22.5
 TN0849;UTM  11      - 5,355,156.627   649,953.122   MT  0.99987628   +1 30 42.0
 TN0849
 TN0849                          SUPERSEDED SURVEY CONTROL
 TN0849
 TN0849  NAD 83(1986)-  48 19 54.45588(N)    114 58 36.22442(W) AD(       ) 4
 TN0849  NAD 27      -  48 19 54.59907(N)    114 58 32.68721(W) AD(       ) 3
 TN0849
 TN0849.Superseded values are not recommended for survey control.
 TN0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0849.See file dsdata.txt to determine how the superseded data were derived.
 TN0849
 TN0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP4995355157(NAD 83)
 TN0849
 TN0849  HISTORY     - Date     Condition        Report By
 TN0849  HISTORY     - 1959     MONUMENTED       CGS
 TN0849
 TN0849                          STATION DESCRIPTION
 TN0849
 TN0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0849'THE STATION IS THE APEX OF THE ROOF OF THE TOWER.  IT IS A
 TN0849'14 X 14 FOOT WOOD CABIN WHITE IN COLOR, SUPPORTED BY FOUR
 TN0849'POLE LEGS WITH AN OVERALL HEIGHT OF 30 FEET.
 TN0849'
 TN0849'IT IS LOCATED ABOUT 6-1/2 MILES NORTH OF ISLAND LAKE, 6
 TN0849'MILES WEST OF THE LINCOLN-FLATHEAD COUNTY LINE, 3 MILES EAST
 TN0849'AND 1-1/2 MILES SOUTH OF FAIRVIEW GUARD STATION AND IN THE
 TN0849'SOUTHWEST 1/4 OF SECTION 30, T 30 N, R 26 W.
 TN0849'
 TN0849'THE HEIGHT WAS OBTAINED FROM THE FOREST SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0919 ***********************************************************************
 TN0919  DESIGNATION -  HORSE MOUNTAIN LOOKOUT TOWER
 TN0919  PID         -  TN0919
 TN0919  STATE/COUNTY-  MT/LINCOLN
 TN0919  USGS QUAD   -  HORSE MOUNTAIN (1983)
 TN0919
 TN0919                         *CURRENT SURVEY CONTROL
 TN0919  ___________________________________________________________________
 TN0919* NAD 83(1992)-  48 08 22.04161(N)    115 28 49.81635(W)     ADJUSTED  
 TN0919* NAVD 88     -                                                        
 TN0919  ___________________________________________________________________
 TN0919  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 TN0919  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0919
 TN0919  HORZ ORDER  -  THIRD
 TN0919
 TN0919.The horizontal coordinates were established by classical geodetic methods
 TN0919.and adjusted by the National Geodetic Survey in July 1992..
 TN0919
 TN0919
 TN0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0919
 TN0919.The geoid height was determined by GEOID03.
 TN0919
 TN0919;                    North         East     Units Scale Factor Converg.
 TN0919;SPC MT       -   449,172.546   155,522.982   MT  0.99958673   -4 22 29.2
 TN0919;SPC MT       - 1,473,663.21    510,246.00   iFT  0.99958673   -4 22 29.2
 TN0919;UTM  11      - 5,332,916.850   613,040.279   MT  0.99975701   +1 07 54.5
 TN0919
 TN0919                          SUPERSEDED SURVEY CONTROL
 TN0919
 TN0919  NAD 83(1986)-  48 08 22.04983(N)    115 28 49.82570(W) AD(       ) 4
 TN0919  NAD 27      -  48 08 22.22355(N)    115 28 46.15310(W) AD(       ) 3
 TN0919
 TN0919.Superseded values are not recommended for survey control.
 TN0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0919.See file dsdata.txt to determine how the superseded data were derived.
 TN0919
 TN0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP1304032917(NAD 83)
 TN0919
 TN0919  HISTORY     - Date     Condition        Report By
 TN0919  HISTORY     - 1960     MONUMENTED       CGS
 TN0919
 TN0919                          STATION DESCRIPTION
 TN0919
 TN0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0919'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  IT IS
 TN0919'LOCATED IN THE KOOTENAI NATIONAL FOREST, 17 MILES SOUTH OF LIBBY,
 TN0919'5-1/2 MILES NORTHWEST OF THE CONFLUENCE OF FISHER RIVER AND SWAMP
 TN0919'CREEK, AND 2 MILES WEST OF SWAMP CREEK.
 TN0919'
 TN0919'THE LOOKOUT IS CONSTRUCTED OF WOOD AND IS APPROXIMATELY 14 X 14
 TN0919'FEET SQUARE.  IT IS SUPPORTED BY 4 POLE LEGS AND THE HEIGHT,
 TN0919'OVERALL, IS ABOUT 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0481 ***********************************************************************
 RW0481  DESIGNATION -  HORSE MTN
 RW0481  PID         -  RW0481
 RW0481  STATE/COUNTY-  MT/GALLATIN
 RW0481  USGS QUAD   -  BLACKTAIL MOUNTAIN (1986)
 RW0481
 RW0481                         *CURRENT SURVEY CONTROL
 RW0481  ___________________________________________________________________
 RW0481* NAD 83(1992)-  46 00 04.86359(N)    111 02 19.04395(W)     ADJUSTED  
 RW0481* NAVD 88     -      2583.7    (meters)    8477.     (feet)  VERTCON   
 RW0481  ___________________________________________________________________
 RW0481  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 RW0481  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 RW0481
 RW0481  HORZ ORDER  -  THIRD
 RW0481
 RW0481.The horizontal coordinates were established by classical geodetic methods
 RW0481.and adjusted by the National Geodetic Survey in July 1992..
 RW0481
 RW0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0481
 RW0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0481
 RW0481.The geoid height was determined by GEOID03.
 RW0481
 RW0481;                    North         East     Units Scale Factor Converg.
 RW0481;SPC MT       -   195,798.177   480,877.730   MT  0.99954687   -1 07 31.8
 RW0481;SPC MT       -   642,382.47  1,577,682.84   iFT  0.99954687   -1 07 31.8
 RW0481;UTM  12      - 5,094,198.322   497,009.380   MT  0.99960011   -0 01 40.0
 RW0481
 RW0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0481!SPC MT       -   0.99959686  x   0.99954687  =   0.99914391
 RW0481!UTM  12      -   0.99959686  x   0.99960011  =   0.99919713
 RW0481
 RW0481:                Primary Azimuth Mark                     Grid Az
 RW0481:SPC MT       -  BLACKTAIL                                318 37 14.9
 RW0481:UTM  12      -  BLACKTAIL                                317 31 23.1
 RW0481
 RW0481|---------------------------------------------------------------------|
 RW0481| PID    Reference Object                     Distance      Geod. Az  |
 RW0481|                                                           dddmmss.s |
 RW0481| RW0482 BLACKTAIL                           APPROX. 4.3 KM 3172943.1 |
 RW0481|---------------------------------------------------------------------|
 RW0481
 RW0481                          SUPERSEDED SURVEY CONTROL
 RW0481
 RW0481  NAD 83(1986)-  46 00 04.85414(N)    111 02 19.02492(W) AD(       ) 3
 RW0481  NAD 27      -  46 00 05.09786(N)    111 02 16.17490(W) AD(       ) 3
 RW0481  NGVD 29 (07/19/86) 2582.5    (m)         8473.     (f) VERT ANG       
 RW0481
 RW0481.Superseded values are not recommended for survey control.
 RW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0481.See file dsdata.txt to determine how the superseded data were derived.
 RW0481
 RW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR9700994198(NAD 83)
 RW0481_MARKER: DD = SURVEY DISK
 RW0481_SETTING: 66 = SET IN ROCK OUTCROP
 RW0481_SP_SET: SET IN ROCK OUTCROP
 RW0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0481+STABILITY: POSITION/ELEVATION WELL
 RW0481
 RW0481  HISTORY     - Date     Condition        Report By
 RW0481  HISTORY     - 1948     MONUMENTED       USGS
 RW0481
 RW0481                          STATION DESCRIPTION
 RW0481
 RW0481'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 RW0481'STATION IS LOCATED ABOUT 17.0 MI. (AIRLINE) W. OF WILSALL AND ABOUT
 RW0481'23.0 MI. N. AND 1.0 MI. E. OF BOZEMAN, ON HIGHEST POINT ON LONG
 RW0481'RIDGE WHICH RUNS DUE N. OF BRIDGER MOUNTAINS.
 RW0481'
 RW0481'TO REACH STATION FROM WILSALL POST OFFICE, GO N. ALONG U.S. HIGHWAY
 RW0481'89 FOR 1.35 MI. TO JUNCTION OF SEDAN ROAD LEADING W., FOLLOW MAIN RD.
 RW0481'FOR 10.3 MI. TO A CROSSROADS, TAKE RD. LEADING W. FOR 3.6 MI. TO RD.
 RW0481'FORK, TAKE LEFT FORK 0.4 MI. TO RD. FORK AT HEAVY GROUP OF BUSHES,
 RW0481'TAKE RIGHT FORK (W.) 2.6 MI. TO RD. FORK, TAKE RIGHT FORK 0.15 MI. TO
 RW0481'RD. FORK, TAKE LEFT FORK 3.5 MI. TO POINT WHERE RD. LEADS ALONG S.
 RW0481'END OF LARGE SADDLE, AT THIS POINT TURN N., CROSS SADDLE, AND DRIVE
 RW0481'ALONG RIDGE ON DIM TRACKS OF RD. FOR 0.6 MI. TO END OF TRUCK TRAVEL.
 RW0481'PACK N. ON RIDGE TO SADDLE AND THEN W. UP MOUNTAIN TO TOP OF MAIN
 RW0481'RIDGE, THEN N. TO HIGHEST POINT AND STATION SITE, ABOUT 1 HOUR AND
 RW0481'15 MINUTES PACK TIME.
 RW0481'
 RW0481'STATION MARK--STANDARD TABLET, STAMPED ---HORSE MTN. 1948---, IN TOP
 RW0481'OF NATURALLY EMBEDDED ROCK.
 RW0481'
 RW0481'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---HORSE MTN. 1948
 RW0481'NO. 1---, IN TOP AND NE. SLANT OF LARGE LIMESTONE BOULDER, 23.89 FT.
 RW0481'FROM STATION, S 07 DEG 58 MIN W.
 RW0481'
 RW0481'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---HORSE MTN. 1948
 RW0481'NO. 2---, IN TOP AND E. SLANT OF LARGE LIMESTONE BOULDER, 22.83 FT.
 RW0481'FROM STATION, N 30 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0298 ***********************************************************************
 QV0298  DESIGNATION -  HORTON
 QV0298  PID         -  QV0298
 QV0298  STATE/COUNTY-  MT/ROSEBUD
 QV0298  USGS QUAD   -  HAMMOND DRAW (1971)
 QV0298
 QV0298                         *CURRENT SURVEY CONTROL
 QV0298  ___________________________________________________________________
 QV0298* NAD 83(1992)-  45 45 54.17391(N)    106 17 12.74549(W)     ADJUSTED  
 QV0298* NAVD 88     -       895.7    (meters)    2939.     (feet)  VERTCON   
 QV0298  ___________________________________________________________________
 QV0298  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 QV0298  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 QV0298
 QV0298  HORZ ORDER  -  FIRST
 QV0298
 QV0298.The horizontal coordinates were established by classical geodetic methods
 QV0298.and adjusted by the National Geodetic Survey in July 1992..
 QV0298
 QV0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0298
 QV0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0298
 QV0298.The geoid height was determined by GEOID03.
 QV0298
 QV0298;                    North         East     Units Scale Factor Converg.
 QV0298;SPC MT       -   173,498.368   849,787.449   MT  0.99962704   +2 21 01.5
 QV0298;SPC MT       -   569,220.37  2,788,016.56   iFT  0.99962704   +2 21 01.5
 QV0298;UTM  13      - 5,068,748.507   399,933.684   MT  0.99972310   -0 55 19.6
 QV0298
 QV0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0298!SPC MT       -   0.99986203  x   0.99962704  =   0.99948912
 QV0298!UTM  13      -   0.99986203  x   0.99972310  =   0.99958517
 QV0298
 QV0298:                Primary Azimuth Mark                     Grid Az
 QV0298:SPC MT       -  HORTON AZ MK                             024 20 57.5
 QV0298:UTM  13      -  HORTON AZ MK                             027 37 18.6
 QV0298
 QV0298|---------------------------------------------------------------------|
 QV0298| PID    Reference Object                     Distance      Geod. Az  |
 QV0298|                                                           dddmmss.s |
 QV0298| QV0037 HORTON AZ MK                                       0264159.0 |
 QV0298| CQ6753 HORTON RM 1                          46.040 METERS 04132     |
 QV0298| CQ6754 HORTON RM 2                          35.281 METERS 31242     |
 QV0298|---------------------------------------------------------------------|
 QV0298
 QV0298                          SUPERSEDED SURVEY CONTROL
 QV0298
 QV0298  NAD 83(1986)-  45 45 54.15069(N)    106 17 12.72866(W) AD(       ) 1
 QV0298  NAD 27      -  45 45 54.14300(N)    106 17 10.69400(W) AD(       ) 1
 QV0298  NGVD 29 (07/19/86)  895.0    (m)         2936.     (f) VERT ANG       
 QV0298
 QV0298.Superseded values are not recommended for survey control.
 QV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0298.See file dsdata.txt to determine how the superseded data were derived.
 QV0298
 QV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL9993468749(NAD 83)
 QV0298_MARKER: DS = TRIANGULATION STATION DISK
 QV0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0298
 QV0298  HISTORY     - Date     Condition        Report By
 QV0298  HISTORY     - 1934     MONUMENTED       CGS
 QV0298  HISTORY     - 1968     GOOD             PCC
 QV0298  HISTORY     - 1971     GOOD             USGS
 QV0298
 QV0298                          STATION DESCRIPTION
 QV0298
 QV0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0298'ABOUT 12 MILES NORTH OF ASHLAND, 1 MILE WEST OF THE TONGUE RIVER
 QV0298'AND 0.1 MILE WEST OF ASHLAND-MILES CITY ROAD.  ON A LOW
 QV0298'GRASS-COVERED RIDGE, SLOPING DOWN TO THE EAST FROM A RED-TOPPED
 QV0298'BUTTE WITH A FEW SCATTERING PINES.  THIS RIDGE DROPS OFF
 QV0298'ABRUPTLY TO THE SOUTH AND SLOPES VERY LITTLE TO THE NORTH.
 QV0298'MARK PROJECTS 6 INCHES ABOVE GROUND.
 QV0298'
 QV0298'TO REACH, DRIVE NORTH FROM ASHLAND POST OFFICE ON TONGUE
 QV0298'RIVER ROAD TOWARDS MILES CITY (KEEPING ON GRADED ROAD) 9.6
 QV0298'MILES.  TAKE RIGHT FORK ON MILES CITY GRADED ROAD, MARKED BY
 QV0298'ROAD SIGN.  DRIVE NORTH ON WEST SIDE OF TONGUE RIVER 3.7 MILES
 QV0298'TO A WIRE GATE ON THE LEFT (WEST).  TURN THROUGH GATE AND
 QV0298'CONTINUE UP RIDGE 0.25 MILE (NORTHWEST AND NORTH) TO TOP,
 QV0298'THENCE RIGHT (EAST) DOWN RIDGE TO THE SECOND ROUNDED KNOB, WEST
 QV0298'OF ASHLAND-MILES CITY ROAD, 0.05 MILE TO STATION.
 QV0298'
 QV0298'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QV0298'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 QV0298'
 QV0298'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF STATION.  ON NORTH
 QV0298'SLOPE OF RIDGE STATION IS ON AND AT POINT WHERE DRAW COMES TO
 QV0298'HEAD FROM THE SOUTH AND PROJECTS 6 INCHES ABOVE GROUND.
 QV0298'
 QV0298'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION ON SAME RIDGE
 QV0298'AND PROJECTS 6 INCHES.
 QV0298'
 QV0298'AZIMUTH MARK IS NORTH-NORTHWEST OF STATION, IN EAST RIGHT-OF-WAY
 QV0298'FENCE LINE OF THE ASHLAND-MILES CITY ROAD, 28 FEET EAST OF
 QV0298'CENTERLINE AND PROJECTS 8 INCHES ABOVE GROUND.
 QV0298'
 QV0298'HEIGHT OF LIGHT ABOVE STATION MARK - 1.10 METERS.
 QV0298
 QV0298                          STATION RECOVERY (1968)
 QV0298
 QV0298'RECOVERY NOTE BY PEABODY COAL COMPANY 1968 (JG)
 QV0298'HORTON-EXCELLENT-AND EASY TO LOCATE
 QV0298'
 QV0298'AZ. MARKER-EXCELLENT-AND EASY TO LOCATE
 QV0298'
 QV0298'R.M. 1-EXCELLENT-AND EASY TO LOCATE
 QV0298'
 QV0298'R.M. 2-EXCELLENT-AND EASY TO LOCATE
 QV0298
 QV0298                          STATION RECOVERY (1971)
 QV0298
 QV0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (IGT)
 QV0298'THIS STATION WAS USED FOR AZIMUTH CONTROL ONLY, AND WAS NOT
 QV0298'OCCUPIED, THUS DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 QV0298'WERE NOT REMEASURED.
 QV0298'
 QV0298'THE STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN
 QV0298'A CONCRETE POST PROJECTING 0.5 FOOT AND IS STAMPED HORTON 1934.
 QV0298'
 QV0298'REFERENCE MARKS WERE NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0037 ***********************************************************************
 QV0037  DESIGNATION -  HORTON AZ MK
 QV0037  PID         -  QV0037
 QV0037  STATE/COUNTY-  MT/ROSEBUD
 QV0037  USGS QUAD   -  HAMMOND DRAW (1971)
 QV0037
 QV0037                         *CURRENT SURVEY CONTROL
 QV0037  ___________________________________________________________________
 QV0037* NAD 83(1986)-  45 46 18.     (N)    106 16 55.     (W)     SCALED    
 QV0037* NAVD 88     -       870.803  (meters)    2856.96   (feet)  ADJUSTED  
 QV0037  ___________________________________________________________________
 QV0037  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 QV0037  DYNAMIC HT  -         870.647 (meters)    2856.45  (feet)  COMP
 QV0037  MODELED GRAV-     980,407.9   (mgal)                       NAVD 88
 QV0037
 QV0037  VERT ORDER  -  SECOND    CLASS 0
 QV0037
 QV0037.The horizontal coordinates were scaled from a topographic map and have
 QV0037.an estimated accuracy of +/- 6 seconds.
 QV0037
 QV0037.The orthometric height was determined by differential leveling
 QV0037.and adjusted by the National Geodetic Survey in June 1991..
 QV0037
 QV0037.The geoid height was determined by GEOID03.
 QV0037
 QV0037.The dynamic height is computed by dividing the NAVD 88
 QV0037.geopotential number by the normal gravity value computed on the
 QV0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0037.degrees latitude (g = 980.6199 gals.).
 QV0037
 QV0037.The modeled gravity was interpolated from observed gravity values.
 QV0037
 QV0037;                    North         East    Units  Estimated Accuracy
 QV0037;SPC MT       -   174,250.      850,140.      MT  (+/- 180 meters Scaled)
 QV0037
 QV0037                          SUPERSEDED SURVEY CONTROL
 QV0037
 QV0037  NGVD 29 (??/??/92)  870.14   (m)         2854.8    (f) COMPUTED    2 0
 QV0037
 QV0037.Superseded values are not recommended for survey control.
 QV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0037.See file dsdata.txt to determine how the superseded data were derived.
 QV0037
 QV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL003694(NAD 83)
 QV0037_MARKER: DZ = AZIMUTH MARK DISK
 QV0037_SETTING: 0 = UNSPECIFIED SETTING
 QV0037_STAMPING: HORTON AZIMUTH 1934
 QV0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0037
 QV0037  HISTORY     - Date     Condition        Report By
 QV0037  HISTORY     - 1934     MONUMENTED       CGS
 QV0037  HISTORY     - 1937     GOOD             NGS
 QV0037
 QV0037                          STATION DESCRIPTION
 QV0037
 QV0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0037'14 MI NW FROM ASHLAND.
 QV0037'14 MILES NORTHWEST ALONG THE COUNTY ROAD LEADING TO GARLAND FROM THE
 QV0037'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, 0.5 MILE SOUTH OF A BRIDGE AT
 QV0037'THE FOOT OF A SHARP DROP, 150 YARDS NORTHWEST OF BENCH MARK P 223,
 QV0037'DESCRIBED ABOVE, 50 FEET NORTH OF A SMALL DRAW RUNNING TOWARD TONGUE
 QV0037'RIVER, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN THE FENCE
 QV0037'LINE.  A STANDARD REFERENCE-MARK DISK, STAMPED HORTON AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1692 ***********************************************************************
 SS1692  DESIGNATION -  HOUND
 SS1692  PID         -  SS1692
 SS1692  STATE/COUNTY-  MT/CASCADE
 SS1692  USGS QUAD   -  CONWAY RIDGE (1971)
 SS1692
 SS1692                         *CURRENT SURVEY CONTROL
 SS1692  ___________________________________________________________________
 SS1692* NAD 83(1992)-  47 02 22.66592(N)    111 25 43.41797(W)     ADJUSTED  
 SS1692* NAVD 88     -      1839.3    (meters)    6034.     (feet)  VERTCON   
 SS1692  ___________________________________________________________________
 SS1692  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 SS1692  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 SS1692
 SS1692  HORZ ORDER  -  THIRD
 SS1692
 SS1692.The horizontal coordinates were established by classical geodetic methods
 SS1692.and adjusted by the National Geodetic Survey in July 1992..
 SS1692
 SS1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1692
 SS1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1692
 SS1692.The geoid height was determined by GEOID03.
 SS1692
 SS1692;                    North         East     Units Scale Factor Converg.
 SS1692;SPC MT       -   311,783.953   453,521.042   MT  0.99939275   -1 24 39.1
 SS1692;SPC MT       - 1,022,913.23  1,487,929.93   iFT  0.99939275   -1 24 39.1
 SS1692;UTM  12      - 5,209,657.178   467,429.896   MT  0.99961304   -0 18 49.5
 SS1692
 SS1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1692!SPC MT       -   0.99971374  x   0.99939275  =   0.99910666
 SS1692!UTM  12      -   0.99971374  x   0.99961304  =   0.99932689
 SS1692
 SS1692                          SUPERSEDED SURVEY CONTROL
 SS1692
 SS1692  NAD 83(1986)-  47 02 22.66992(N)    111 25 43.40749(W) AD(       ) 3
 SS1692  NGVD 29 (06/12/92) 1838.3    (m)         6031.     (f) VERT ANG       
 SS1692
 SS1692.Superseded values are not recommended for survey control.
 SS1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1692.See file dsdata.txt to determine how the superseded data were derived.
 SS1692
 SS1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6743009657(NAD 83)
 SS1692_MARKER: DD = SURVEY DISK
 SS1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1692+STABILITY: SURFACE MOTION
 SS1692
 SS1692  HISTORY     - Date     Condition        Report By
 SS1692  HISTORY     - 1958     MONUMENTED       USGS
 SS1692
 SS1692                          STATION DESCRIPTION
 SS1692
 SS1692'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 SS1692'STATION LOCATED ABOUT 16 MI. S. AND 13 MI. E. OF CASCADE, MONTANA,
 SS1692'AND ON THE HIGHEST POINT OF A ROUNDED TOP.
 SS1692'
 SS1692'TO REACH FROM CASCADE, PROCEED E. ON MAIN TRAVELED RD. 13.2 MI. TO
 SS1692'T-RD.  TURN RIGHT (S.) 4.9 MI. TO Y-RD. AT SCHOOL HOUSE.  TURN RIGHT
 SS1692'ACROSS HOUND CREEK 12.8 MI. TO CATTLEGUARD.  TURN RIGHT FOLLOWING
 SS1692'OLD COUNTY RD. 1.3 MI. TO GATE IN SADDLE.  TURN RIGHT THRU GATE AND
 SS1692'PROCEED W. ACROSS ONE TOP AND DOWN TO SADDLE.  CONTINUE W. TO BASE
 SS1692'OF NEXT TOP AND END OF TRUCK TRAVEL.  PACK UP TO HIGHEST POINT OF
 SS1692'TOP AND STATION ON HIGHEST POINT, ABOUT 10 MINUTES.
 SS1692'
 SS1692'STATION MARK--STANDARD TABLET IN A CONCRETE POST POURED IN PLACE
 SS1692'AND STAMPED---HOUND 1958---.
 SS1692'
 SS1692'REFERENCE MARK NO. 1--CHISELED CROSS IN BEDROCK 38.65 FT. FROM
 SS1692'S 50 DEG 56 MIN E.
 SS1692'
 SS1692'REFERENCE MARK NO. 2--DRILL HOLE IN A BOULDER FLUSH WITH GROUND 54.72
 SS1692'FT. FROM STATION, S 32 DEG 57 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0564 ***********************************************************************
 RU0564  DESIGNATION -  HOWARD
 RU0564  PID         -  RU0564
 RU0564  STATE/COUNTY-  MT/ROSEBUD
 RU0564  USGS QUAD   -  SMITH CREEK (1971)
 RU0564
 RU0564                         *CURRENT SURVEY CONTROL
 RU0564  ___________________________________________________________________
 RU0564* NAD 83(1992)-  46 11 06.63973(N)    106 38 57.70674(W)     ADJUSTED  
 RU0564* NAVD 88     -       996.4    (meters)    3269.     (feet)  VERTCON   
 RU0564  ___________________________________________________________________
 RU0564  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 RU0564  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RU0564
 RU0564  HORZ ORDER  -  SECOND
 RU0564
 RU0564.The horizontal coordinates were established by classical geodetic methods
 RU0564.and adjusted by the National Geodetic Survey in July 1992..
 RU0564
 RU0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0564
 RU0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0564
 RU0564.The geoid height was determined by GEOID03.
 RU0564
 RU0564;                    North         East     Units Scale Factor Converg.
 RU0564;SPC MT       -   219,053.679   819,922.467   MT  0.99949601   +2 05 06.9
 RU0564;SPC MT       -   718,680.05  2,690,034.34   iFT  0.99949601   +2 05 06.9
 RU0564;UTM  13      - 5,115,944.519   372,713.428   MT  0.99979917   -1 11 25.1
 RU0564
 RU0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0564!SPC MT       -   0.99984622  x   0.99949601  =   0.99934231
 RU0564!UTM  13      -   0.99984622  x   0.99979917  =   0.99964542
 RU0564
 RU0564|---------------------------------------------------------------------|
 RU0564| PID    Reference Object                     Distance      Geod. Az  |
 RU0564|                                                           dddmmss.s |
 RU0564| CQ6757 HOWARD RM 1                          13.880 METERS 09036     |
 RU0564| RU0565 SMITH                               APPROX. 8.4 KM 2673912.0 |
 RU0564| CQ6758 HOWARD RM 2                          16.722 METERS 35107     |
 RU0564|---------------------------------------------------------------------|
 RU0564
 RU0564                          SUPERSEDED SURVEY CONTROL
 RU0564
 RU0564  NAD 83(1986)-  46 11 06.62843(N)    106 38 57.68164(W) AD(       ) 2
 RU0564  NAD 27      -  46 11 06.64810(N)    106 38 55.56613(W) AD(       ) 2
 RU0564  NGVD 29 (07/19/86)  995.7    (m)         3267.     (f) VERT ANG       
 RU0564
 RU0564.Superseded values are not recommended for survey control.
 RU0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0564.See file dsdata.txt to determine how the superseded data were derived.
 RU0564
 RU0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM7271315945(NAD 83)
 RU0564_MARKER: DD = SURVEY DISK
 RU0564_SETTING: 0 = UNSPECIFIED SETTING
 RU0564
 RU0564  HISTORY     - Date     Condition        Report By
 RU0564  HISTORY     - 1971     MONUMENTED       USGS
 RU0564
 RU0564                          STATION DESCRIPTION
 RU0564
 RU0564'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (EGE)
 RU0564'THE STATION IS LOCATED SOUTH 15 DEGREES EAST, ABOUT 6 MILES
 RU0564'AIRLINE DISTANCE FROM FORSYTH, MONTANA, IN SECTION 18, TOWNSHIP
 RU0564'5 NORTH, RANGE 41 EAST, ON LAND OWNED BY HOWARD VASSAU WHO LIVES
 RU0564'ON A RANCH NEAR THE WEST EDGE OF FORSYTH, MONTANA.
 RU0564'
 RU0564'TO REACH FROM THE INTERSECTION OF FRONT STREET (U.S. HIGHWAY 10)
 RU0564'AND 10TH AVENUE IN FORSYTH, MONTANA, GO EAST ALONG U.S. HIGHWAY
 RU0564'10, 0.6 MILES TO THE INTERSECTION OF A GRAVEL ROAD SOUTH.  GO
 RU0564'SOUTH ON GRAVEL ROAD 4.7 MILES TO A T-ROAD WEST AND SMALL SIGN
 RU0564'AT GATE, FLYING X RANCH-VASSAU.  GO RIGHT (WEST) THRU GATE AND
 RU0564'FOLLOW ROAD 1.0 MILE TO VACANT RANCH.  GO TO SOUTHEAST CORNER OF
 RU0564'CORRAL AND TAKE DIM TRAIL LEFT UP POINT OF HILL 0.7 MILES
 RU0564'SOUTHWEST TO AN EAST-WEST FENCE.  GO THROUGH GATE AND FOLLOW TRAIL
 RU0564'0.85 MILES SOUTHWEST TO A ROAD FORK RIGHT (NORTHWEST) ALONG
 RU0564'THE CREST OF THE RIDGE.  THE STATION IS ABOUT 265 FEET
 RU0564'NORTHWEST ALONG THE ROAD AND 45 FEET SOUTHWEST OF CENTERLINE OF
 RU0564'ROAD AND 8 FEET NORTHEAST OF A USGS WITNESS SIGN MOUNTED
 RU0564'ON A METAL POST.
 RU0564'
 RU0564'STATION MARK AND REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED
 RU0564'TO COPPER COATED STEEL RODS, DRIVEN TO REFUSAL AT DEPTHS
 RU0564'INDICATED, SET FLUSH WITH THE GROUND.
 RU0564'
 RU0564'STATION MARK--CENTERED IN GRAVEL FILLED PLASTIC WELL CASING 6
 RU0564'INCHES IN DIAMETER 1.0 FOOT LONG.  THE ROD WAS DRIVEN 15.0 FEET,
 RU0564'THE TABLET IS STAMPED HOWARD ET 1971.
 RU0564'
 RU0564'REFERENCE MARK NO. 1--CENTERED IN GRAVEL FILLED ORANGEBURG TILE
 RU0564'6 INCHES IN DIAMETER AND 1.0 FOOT LONG.  THE ROD WAS DRIVEN 10.0
 RU0564'FEET, THE TABLET IS STAMPED 1971 HOWARD ET NO. 1.
 RU0564'
 RU0564'REFERENCE MARK NO. 2--CENTERED IN GRAVEL FILLED ORANGEBURG TILE
 RU0564'WHICH IS 6 INCHES IN DIAMETER AND 1.0 FOOT LONG.  THE ROD WAS
 RU0564'DRIVEN 10.0 FEET, THE TABLET IS STAMPED 1971 HOWARD ET NO. 2.
 RU0564'
 RU0564'STATION SMITH ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 RU0564'AND WILL SERVE AS THE AZIMUTH MARK.
 RU0564'
 RU0564'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0703 ***********************************************************************
 RV0703  DESIGNATION -  HOWARD
 RV0703  PID         -  RV0703
 RV0703  STATE/COUNTY-  MT/MUSSELSHELL
 RV0703  USGS QUAD   -  JIM COULEE (1986)
 RV0703
 RV0703                         *CURRENT SURVEY CONTROL
 RV0703  ___________________________________________________________________
 RV0703* NAD 83(1992)-  46 44 42.59436(N)    108 20 39.20220(W)     ADJUSTED  
 RV0703* NAVD 88     -      1111.2    (meters)    3646.     (feet)  VERTCON   
 RV0703  ___________________________________________________________________
 RV0703  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 RV0703  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 RV0703
 RV0703  HORZ ORDER  -  FIRST
 RV0703
 RV0703.The horizontal coordinates were established by classical geodetic methods
 RV0703.and adjusted by the National Geodetic Survey in July 1992..
 RV0703
 RV0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0703
 RV0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0703
 RV0703.The geoid height was determined by GEOID03.
 RV0703
 RV0703;                    North         East     Units Scale Factor Converg.
 RV0703;SPC MT       -   277,916.163   688,264.974   MT  0.99940347   +0 50 43.6
 RV0703;SPC MT       -   911,798.44  2,258,087.19   iFT  0.99940347   +0 50 43.6
 RV0703;UTM  12      - 5,180,271.228   702,860.637   MT  1.00010584   +1 56 05.6
 RV0703
 RV0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0703!SPC MT       -   0.99982797  x   0.99940347  =   0.99923154
 RV0703!UTM  12      -   0.99982797  x   1.00010584  =   0.99993379
 RV0703
 RV0703:                Primary Azimuth Mark                     Grid Az
 RV0703:SPC MT       -  KELLY                                    107 08 11.2
 RV0703:UTM  12      -  KELLY                                    106 02 49.2
 RV0703
 RV0703|---------------------------------------------------------------------|
 RV0703| PID    Reference Object                     Distance      Geod. Az  |
 RV0703|                                                           dddmmss.s |
 RV0703| RV0702 KELLY                               APPROX.14.5 KM 1075854.8 |
 RV0703| RV0704 T11N R27E SECS 5 8 1/4 COR          APPROX. 1.4 KM 2303259.5 |
 RV0703| CQ6755 HOWARD RM 1                          52.475 METERS 24124     |
 RV0703| CQ6756 HOWARD RM 2                          12.998 METERS 30459     |
 RV0703|---------------------------------------------------------------------|
 RV0703
 RV0703                          SUPERSEDED SURVEY CONTROL
 RV0703
 RV0703  NAD 83(1986)-  46 44 42.58876(N)    108 20 39.17480(W) AD(       ) 1
 RV0703  NAD 27      -  46 44 42.68800(N)    108 20 36.71300(W) AD(       ) 1
 RV0703  NGVD 29 (07/19/86) 1110.5    (m)         3643.     (f) VERT ANG       
 RV0703
 RV0703.Superseded values are not recommended for survey control.
 RV0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0703.See file dsdata.txt to determine how the superseded data were derived.
 RV0703
 RV0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS0286180271(NAD 83)
 RV0703_MARKER: DS = TRIANGULATION STATION DISK
 RV0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0703
 RV0703  HISTORY     - Date     Condition        Report By
 RV0703  HISTORY     - 1934     MONUMENTED       CGS
 RV0703  HISTORY     - 1972     GOOD             NGS
 RV0703
 RV0703                          STATION DESCRIPTION
 RV0703
 RV0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0703'STATION IS LOCATED ON THE NORTH END OF A SHORT RIDGE ON THE
 RV0703'SOUTHWEST RIM OF HOWARD COULEE.
 RV0703'
 RV0703'TO REACH FROM POST OFFICE IN ROUNDUP GO NORTH ON U.S. HIGHWAY
 RV0703'87 E, 21.2 MILES, TURN RIGHT (EAST) GO 7.2 MILES, TURN LEFT,
 RV0703'GO NORTH 1.0 MILE, TURN RIGHT (EAST) GO 0.9 MILE, TURN LEFT GO 0.9
 RV0703'MILE, TURN RIGHT (EAST) GO 0.9 MILE TO A SIGN ROUNDUP 33 MILES.
 RV0703'TURN RIGHT (EAST) GO 0.1 MILE AND PASS THROUGH GATE THAT IS
 RV0703'WEST OF A HOUSE WITH A LOW WINDMILL AND CONTINUE STRAIGHT AHEAD
 RV0703'ON MAIN-TRAVELED ROAD 1.0 MILE AND PASS THROUGH GATE, GO 0.7
 RV0703'MILE AND CONTINUE STRAIGHT AHEAD, GO 0.8 MILE AND TURN RIGHT
 RV0703'AT CROSSROADS ON TOP OF HILL, GO 0.8 MILE, TAKE LEFT FORK,
 RV0703'GO 0.1 MILE, CONTINUE STRAIGHT AHEAD AT DIM CROSSROADS, GO
 RV0703'0.6 MILE, TURN LEFT OFF ROAD JUST AFTER CROSSING WASH,
 RV0703'DRIVE CROSS COUNTRY IN AN EASTERLY DIRECTION TO THE NORTH
 RV0703'END OF THE RIDGE AND STATION.
 RV0703'
 RV0703'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RV0703'DISKS SET IN CONCRETE.
 RV0703
 RV0703                          STATION RECOVERY (1972)
 RV0703
 RV0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RV0703'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 RV0703'IN GOOD CONDITION.  THE G.L.O. MARK PREVIOUSLY USED FOR AN AZIMUTH
 RV0703'WAS NOT FOUND.  ANGLES AND DISTANCES TO THE REFERENCE MARKS
 RV0703'COMPARED FAVORABLY WITH PREVIOUS OCCUPATION.  A COMPLETE
 RV0703'DESCRIPTION FOLLOWS--
 RV0703'
 RV0703'THE STATION IS LOCATED ABOUT 23 MILES NORTH-NORTHEAST OF
 RV0703'ROUNDUP, 20 MILES NORTHWEST OF MUSSELSHELL, AND 17.5 MILES
 RV0703'SOUTH OF WINNETT ON THE NORTH EDGE OF A ROCKY BLUFF ABOUT
 RV0703'300 FEET HIGH.  IT IS ON PROPERTY OF THE NEBRASKA FEEDING CO.
 RV0703'MANAGED BY MR. J.R. JONES OF FLATWILLOW.
 RV0703'
 RV0703'TO REACH THE STATION FROM THE POST OFFICE IN ROUNDUP GO NORTH
 RV0703'ON U.S. HIGHWAY 87 FOR 9.4 MILES TO THE BRIDGE IN DEVIL BASIN.
 RV0703'CONTINUE NORTH ON U.S. HIGHWAY 87 FOR 5.0 MILES TO A GRAVELED
 RV0703'SIDE ROAD ON THE RIGHT.  (THIS IS ABOUT 1.0 MILE SOUTH OF
 RV0703'THE JUNCTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 244).  TURN
 RV0703'RIGHT AND GO EAST ON GRAVELED ROAD 9.1 MILES TO A SIDE ROAD
 RV0703'LEFT.  CONTINUE EAST ON GRAVELED ROAD 0.9 MILE TO A BOARD GATE.
 RV0703'PASS THROUGH GATE AND CONTINUE EAST ON TRACK ROAD 1.3 MILES
 RV0703'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EASTERLY 0.5
 RV0703'MILE TO A POND ON LEFT.  CONTINUE EASTERLY ON TRACK ROAD
 RV0703'1.4 MILES TO A DIM FORK ON LEFT AT TOP OF RIDGE.  TURN
 RV0703'LEFT AND GO NORTH ON DIM TRACKS 0.2 MILE TO A TRACK
 RV0703'CROSSROAD.  TURN LEFT AND FOLLOW TRACK ROAD 1.5 MILES
 RV0703'NORTHWEST AND NORTH TO REVERSE FORK ON LEFT.  CONTINUE NORTH
 RV0703'ON TRACKS 0.6 MILE TO STATION ON NORTH EDGE OF BLUFF.
 RV0703'
 RV0703'THE STATION MARK IS A STANDARD DISK STAMPED HOWARD 1934 CEMENTED
 RV0703'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 RV0703'INCHES ABOVE GROUND.  IT IS 10 FEET SOUTH OF THE NORTH EDGE
 RV0703'OF THE BLUFF.
 RV0703'
 RV0703'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOWARD NO 1 1934
 RV0703'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 8 FEET LONG
 RV0703'BY 3-1/2 FEET WIDE EXPOSED PROJECTING 4 INCHES ABOVE GROUND.
 RV0703'IT IS 10.4 FEET EAST OF THE HIGHEST POINT OF THE OUTCROP AND
 RV0703'ABOUT 21 FEET LOWER THAN THE STATION.
 RV0703'
 RV0703'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOWARD NO 2 1934
 RV0703'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RV0703'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 3.5 FEET SOUTHEAST
 RV0703'OF THE NORTHWEST EDGE OF THE BLUFF DROP-OFF AND ABOUT 13
 RV0703'FEET LOWER THAN THE STATION.
 RV0703'
 RV0703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17.5 MILES
 RV0703'SOUTH OF WINNETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0650 ***********************************************************************
 QY0650  DESIGNATION -  HOWELL
 QY0650  PID         -  QY0650
 QY0650  STATE/COUNTY-  MT/BEAVERHEAD
 QY0650  USGS QUAD   -  PINTLER LAKE (1962)
 QY0650
 QY0650                         *CURRENT SURVEY CONTROL
 QY0650  ___________________________________________________________________
 QY0650* NAD 83(1992)-  45 47 19.78001(N)    113 29 09.92143(W)     ADJUSTED  
 QY0650* NAVD 88     -      1945.4    (meters)    6383.     (feet)  VERTCON   
 QY0650  ___________________________________________________________________
 QY0650  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 QY0650  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 QY0650
 QY0650  HORZ ORDER  -  THIRD
 QY0650
 QY0650.The horizontal coordinates were established by classical geodetic methods
 QY0650.and adjusted by the National Geodetic Survey in July 1992..
 QY0650
 QY0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0650
 QY0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0650
 QY0650.The geoid height was determined by GEOID03.
 QY0650
 QY0650;                    North         East     Units Scale Factor Converg.
 QY0650;SPC MT       -   178,898.295   290,303.888   MT  0.99961822   -2 54 57.0
 QY0650;SPC MT       -   586,936.66    952,440.58   iFT  0.99961822   -2 54 57.0
 QY0650;UTM  12      - 5,073,591.068   306,766.935   MT  1.00005907   -1 46 57.1
 QY0650
 QY0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0650!SPC MT       -   0.99969715  x   0.99961822  =   0.99931549
 QY0650!UTM  12      -   0.99969715  x   1.00005907  =   0.99975620
 QY0650
 QY0650                          SUPERSEDED SURVEY CONTROL
 QY0650
 QY0650  NAD 83(1991)-  45 47 19.77722(N)    113 29 09.92442(W) AD(       ) 3
 QY0650  NGVD 29 (04/27/92) 1944.1    (m)         6378.     (f) VERT ANG       
 QY0650
 QY0650.Superseded values are not recommended for survey control.
 QY0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0650.See file dsdata.txt to determine how the superseded data were derived.
 QY0650
 QY0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR0676773591(NAD 83)
 QY0650_MARKER: DS = TRIANGULATION STATION DISK
 QY0650_SETTING: 0 = UNSPECIFIED SETTING
 QY0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0650
 QY0650  HISTORY     - Date     Condition        Report By
 QY0650  HISTORY     - 1960     MONUMENTED       USGS
 QY0650
 QY0650                          STATION DESCRIPTION
 QY0650
 QY0650'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QY0650'LOCATED ABOUT 1.8 MI. (AIRLINE) SW. OF JUNCTION HIGHWAYS STATE
 QY0650'43 AND COUNTY 274, ABOUT 5 MI. (AIRLINE) NW. OF BIG HOLE RIVER,
 QY0650'AND ABOUT 2 MI. (AIRLINE) W. OF NORTH FORK RD. 2600 FT. NE.
 QY0650'OF RANCH HOUSE AND 1700 FT. N. OF THOMPSON CREEK RD. ON LONG,
 QY0650'LOW GRASSY RIDGE.
 QY0650'
 QY0650'TO REACH FROM JUNCTION HIGHWAYS STATE 43 AND COUNTY 274, PROCEED
 QY0650'S. ON STATE HIGHWAY 43 11.1 MI. TO T-RD. W. AND BRIDGE OVER BIG
 QY0650'HOLE RIVER, THENCE 7.4 MI. S. AND W. ALONG GRADED RD. TO THOMPSON
 QY0650'CREEK RD. T-RD. NW., THENCE 1.8 MI. TO POINT ON RIDGE LINE,
 QY0650'THENCE N. UP RIDGE LINE TO SUMMIT AND STATION.
 QY0650'
 QY0650'STATION MARK - - A STANDARD TABLET IN A SET STONE STAMPED---
 QY0650'HOWELL-ET 1960 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0577 ***********************************************************************
 RW0577  DESIGNATION -  HOYAM
 RW0577  PID         -  RW0577
 RW0577  STATE/COUNTY-  MT/MEAGHER
 RW0577  USGS QUAD   -  LENNEP (1995)
 RW0577
 RW0577                         *CURRENT SURVEY CONTROL
 RW0577  ___________________________________________________________________
 RW0577* NAD 83(1992)-  46 24 13.92462(N)    110 36 44.09013(W)     ADJUSTED  
 RW0577* NAVD 88     -      1790.0    (meters)    5873.     (feet)  VERTCON   
 RW0577  ___________________________________________________________________
 RW0577  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 RW0577  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 RW0577
 RW0577  HORZ ORDER  -  THIRD
 RW0577
 RW0577.The horizontal coordinates were established by classical geodetic methods
 RW0577.and adjusted by the National Geodetic Survey in July 1992..
 RW0577
 RW0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0577
 RW0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0577
 RW0577.The geoid height was determined by GEOID03.
 RW0577
 RW0577;                    North         East     Units Scale Factor Converg.
 RW0577;SPC MT       -   239,954.284   514,520.692   MT  0.99944866   -0 48 49.0
 RW0577;SPC MT       -   787,251.59  1,688,060.01   iFT  0.99944866   -0 48 49.0
 RW0577;UTM  12      - 5,138,994.625   529,805.384   MT  0.99961092   +0 16 51.0
 RW0577
 RW0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0577!SPC MT       -   0.99972119  x   0.99944866  =   0.99917000
 RW0577!UTM  12      -   0.99972119  x   0.99961092  =   0.99933222
 RW0577
 RW0577                          SUPERSEDED SURVEY CONTROL
 RW0577
 RW0577  NAD 83(1986)-  46 24 13.91718(N)    110 36 44.07801(W) AD(       ) 3
 RW0577  NGVD 29 (06/12/92) 1788.9    (m)         5869.     (f) VERT ANG       
 RW0577
 RW0577.Superseded values are not recommended for survey control.
 RW0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0577.See file dsdata.txt to determine how the superseded data were derived.
 RW0577
 RW0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS2980538995(NAD 83)
 RW0577_MARKER: N = NAIL
 RW0577_SETTING: 66 = SET IN ROCK OUTCROP
 RW0577_SP_SET: SET IN ROCK OUTCROP
 RW0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0577+STABILITY: POSITION/ELEVATION WELL
 RW0577
 RW0577  HISTORY     - Date     Condition        Report By
 RW0577  HISTORY     - 1949     MONUMENTED       USGS
 RW0577
 RW0577                          STATION DESCRIPTION
 RW0577
 RW0577'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 RW0577'STATION LOCATED ABOUT 13.0 MI. (AIRLINE) NE. OF RINGLING ON A BARE
 RW0577'TOP.
 RW0577'
 RW0577'TO REACH STATION FROM THE LOWETH POWER STATION, DRIVE EASTWARD TOWARDS
 RW0577'LENNEP FOR 7.3 MI. TO JUNCTION, LEFT ON FARM RD. 0.3 MI. TO BUILDINGS,
 RW0577'STRAIGHT ON TRACK RD. 0.45 MI. TO DRAIN, CROSS DRAIN AND HEAD
 RW0577'NORTHWARD 0.5 MI., CROSS COUNTRY LEFT ALONG S. SIDE OF DRAIN 0.2 MI.,
 RW0577'N. ACROSS DRAIN 0.1 MI. TO FENCE AND END TRUCK TRAVEL.  STATION IS
 RW0577'ABOUT 100 YDS. N. ON TOP.
 RW0577'
 RW0577'STATION MARK--NAIL IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1613 ***********************************************************************
 SS1613  DESIGNATION -  HSMU 1
 SS1613  PID         -  SS1613
 SS1613  STATE/COUNTY-  MT/CASCADE
 SS1613  USGS QUAD   -  ULM (1994)
 SS1613
 SS1613                         *CURRENT SURVEY CONTROL
 SS1613  ___________________________________________________________________
 SS1613* NAD 83(1992)-  47 26 12.13787(N)    111 37 06.88984(W)     ADJUSTED  
 SS1613* NAVD 88     -      1124.32   (+/-2cm)    3688.7    (feet)  VERTCON   
 SS1613  ___________________________________________________________________
 SS1613  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 SS1613  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 SS1613
 SS1613  HORZ ORDER  -  THIRD
 SS1613  VERT ORDER  -  THIRD ? (See Below)
 SS1613
 SS1613.The horizontal coordinates were established by classical geodetic methods
 SS1613.and adjusted by the National Geodetic Survey in July 1992..
 SS1613
 SS1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1613.The vertical order pertains to the NGVD 29 superseded value.
 SS1613
 SS1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1613
 SS1613.The geoid height was determined by GEOID03.
 SS1613
 SS1613;                    North         East     Units Scale Factor Converg.
 SS1613;SPC MT       -   356,259.018   440,299.006   MT  0.99942000   -1 32 59.1
 SS1613;SPC MT       - 1,168,828.80  1,444,550.54   iFT  0.99942000   -1 32 59.1
 SS1613;UTM  12      - 5,253,880.860   453,356.692   MT  0.99962674   -0 27 20.2
 SS1613
 SS1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1613!SPC MT       -   0.99982602  x   0.99942000  =   0.99924612
 SS1613!UTM  12      -   0.99982602  x   0.99962674  =   0.99945282
 SS1613
 SS1613                          SUPERSEDED SURVEY CONTROL
 SS1613
 SS1613  NAD 83(1986)-  47 26 12.14018(N)    111 37 06.87056(W) AD(       ) 3
 SS1613  NGVD 29 (05/18/92) 1123.41   (m)         3685.7    (f) LEVELING    3  
 SS1613
 SS1613.Superseded values are not recommended for survey control.
 SS1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1613.See file dsdata.txt to determine how the superseded data were derived.
 SS1613
 SS1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT5335753881(NAD 83)
 SS1613_MARKER: DS = TRIANGULATION STATION DISK
 SS1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1613+STABILITY: SURFACE MOTION
 SS1613
 SS1613  HISTORY     - Date     Condition        Report By
 SS1613  HISTORY     - 1947     MONUMENTED       USGS
 SS1613
 SS1613                          STATION DESCRIPTION
 SS1613
 SS1613'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1613'STATION IS LOCATED ABOUT 5.5 MI. W. OF ULM, MONTANA, NEAR SEC. CORS.
 SS1613'4, 5, 32, AND 33, BETWEEN T 19 N AND T 20 N, R 1 E.  LOCATED ON
 SS1613'HIGHEST PART OF HILL ON N. SIDE OF E-W. RD.
 SS1613'
 SS1613'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED---
 SS1613'---HSMU-1 1947---.
 SS1613'
 SS1613'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, 58.00 FT. FROM STATION MARK
 SS1613'S 01 DEGREES 50 MINUTES W.
 SS1613'
 SS1613'REFERENCE MARK NO. 2--A 3/4-IN. IRON PIPE, 55.00 FT. FROM STATION MARK
 SS1613'S 89 DEGREES 31 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0639 ***********************************************************************
 SS0639  DESIGNATION -  HT 9
 SS0639  PID         -  SS0639
 SS0639  STATE/COUNTY-  MT/CHOUTEAU
 SS0639  USGS QUAD   -  SHEEP COULEE SPRINGS (1987)
 SS0639
 SS0639                         *CURRENT SURVEY CONTROL
 SS0639  ___________________________________________________________________
 SS0639* NAD 83(1986)-  47 45 22.     (N)    111 16 57.     (W)     SCALED    
 SS0639* NAVD 88     -      1118.331  (meters)    3669.06   (feet)  ADJUSTED  
 SS0639  ___________________________________________________________________
 SS0639  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 SS0639  DYNAMIC HT  -        1118.295 (meters)    3668.94  (feet)  COMP
 SS0639  MODELED GRAV-     980,540.9   (mgal)                       NAVD 88
 SS0639
 SS0639  VERT ORDER  -  SECOND    CLASS 0
 SS0639
 SS0639.The horizontal coordinates were scaled from a topographic map and have
 SS0639.an estimated accuracy of +/- 6 seconds.
 SS0639
 SS0639.The orthometric height was determined by differential leveling
 SS0639.and adjusted by the National Geodetic Survey in June 1991..
 SS0639
 SS0639.The geoid height was determined by GEOID03.
 SS0639
 SS0639.The dynamic height is computed by dividing the NAVD 88
 SS0639.geopotential number by the normal gravity value computed on the
 SS0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0639.degrees latitude (g = 980.6199 gals.).
 SS0639
 SS0639.The modeled gravity was interpolated from observed gravity values.
 SS0639
 SS0639;                    North         East    Units  Estimated Accuracy
 SS0639;SPC MT       -   391,110.      466,440.      MT  (+/- 180 meters Scaled)
 SS0639
 SS0639                          SUPERSEDED SURVEY CONTROL
 SS0639
 SS0639  NGVD 29 (??/??/92) 1117.422  (m)         3666.08   (f) ADJ UNCH    2 0
 SS0639
 SS0639.Superseded values are not recommended for survey control.
 SS0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0639.See file dsdata.txt to determine how the superseded data were derived.
 SS0639
 SS0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT788892(NAD 83)
 SS0639_MARKER: DD = SURVEY DISK
 SS0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0639_STAMPING: HT 9 1947 3666
 SS0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0639+STABILITY: SURFACE MOTION
 SS0639
 SS0639  HISTORY     - Date     Condition        Report By
 SS0639  HISTORY     - 1947     MONUMENTED       USGS
 SS0639  HISTORY     - 1961     GOOD             NGS
 SS0639
 SS0639                          STATION DESCRIPTION
 SS0639
 SS0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0639'17.8 MI W FROM CARTER.
 SS0639'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0639'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0639'SOUTH ALONG A COUNTY ROAD, THENCE 4.05 MILES WEST ALONG A COUNTY ROAD,
 SS0639'AT THE INTERSECTION OF A NORTH-SOUTH ROAD, 49 FEET SOUTH OF THE CENTER
 SS0639'LINE OF THE ROAD, 45 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH,
 SS0639'45 FEET NORTH-NORTHEAST OF A 4 BY 4 POST SUPPORTING ROAD SIGNS, 2.0
 SS0639'FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET
 SS0639'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1614 ***********************************************************************
 SS1614  DESIGNATION -  HUB
 SS1614  PID         -  SS1614
 SS1614  STATE/COUNTY-  MT/TETON
 SS1614  USGS QUAD   -  DUTTON NE (1987)
 SS1614
 SS1614                         *CURRENT SURVEY CONTROL
 SS1614  ___________________________________________________________________
 SS1614* NAD 83(1992)-  47 53 17.83062(N)    111 34 51.14782(W)     ADJUSTED  
 SS1614* NAVD 88     -      1075.5    (meters)    3529.     (feet)  VERTCON   
 SS1614  ___________________________________________________________________
 SS1614  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 SS1614  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SS1614
 SS1614  HORZ ORDER  -  THIRD
 SS1614
 SS1614.The horizontal coordinates were established by classical geodetic methods
 SS1614.and adjusted by the National Geodetic Survey in July 1992..
 SS1614
 SS1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1614
 SS1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1614
 SS1614.The geoid height was determined by GEOID03.
 SS1614
 SS1614;                    North         East     Units Scale Factor Converg.
 SS1614;SPC MT       -   406,346.487   444,473.665   MT  0.99950965   -1 31 19.8
 SS1614;SPC MT       - 1,333,157.77  1,458,246.93   iFT  0.99950965   -1 31 19.8
 SS1614;UTM  12      - 5,304,047.126   456,575.991   MT  0.99962317   -0 25 51.3
 SS1614
 SS1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1614!SPC MT       -   0.99983372  x   0.99950965  =   0.99934345
 SS1614!UTM  12      -   0.99983372  x   0.99962317  =   0.99945695
 SS1614
 SS1614                          SUPERSEDED SURVEY CONTROL
 SS1614
 SS1614  NAD 83(1986)-  47 53 17.82889(N)    111 34 51.12919(W) AD(       ) 3
 SS1614  NGVD 29 (05/18/92) 1074.6    (m)         3526.     (f) VERT ANG       
 SS1614
 SS1614.Superseded values are not recommended for survey control.
 SS1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1614.See file dsdata.txt to determine how the superseded data were derived.
 SS1614
 SS1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU5657604047(NAD 83)
 SS1614_MARKER: DS = TRIANGULATION STATION DISK
 SS1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1614+STABILITY: SURFACE MOTION
 SS1614
 SS1614  HISTORY     - Date     Condition        Report By
 SS1614  HISTORY     - 1947     MONUMENTED       USGS
 SS1614
 SS1614                          STATION DESCRIPTION
 SS1614
 SS1614'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1614'STATION IS LOCATED APPROXIMATELY 7 MI. AIRLINE DISTANCE NE. OF DUTTON,
 SS1614'MONTANA, IN SEC. 27, T 25 N, R 1 E.
 SS1614'
 SS1614'TO REACH FROM DUTTON, DRIVE N. ON HIGHWAY 91 FOR 1.6 MI., TURN RIGHT
 SS1614'(E.) FOR 6.4 MI., LEFT (N.) FOR 1.3 MI.  STATION IS LOCATED ON SLIGHT
 SS1614'RISE ALONG SECTION RIGHT-OF-WAY BETWEEN SECS. 26 AND 27.
 SS1614'
 SS1614'STATION MARK--STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1614'STAMPED---HUB 1947 VABM 3526---.
 SS1614'
 SS1614'REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1614'DISTANCE OF 391.8 FT. FROM STATION MARK N 00 DEGREES
 SS1614'12 MINUTES W.
 SS1614'
 SS1614'REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1614'DISTANCE OF 31.2 FT. FROM STATION MARK N 81 DEGREES
 SS1614'15 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0782 ***********************************************************************
 TN0782  DESIGNATION -  HUCKLEBERRY
 TN0782  PID         -  TN0782
 TN0782  STATE/COUNTY-  MT/FLATHEAD
 TN0782  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0782
 TN0782                         *CURRENT SURVEY CONTROL
 TN0782  ___________________________________________________________________
 TN0782* NAD 83(1992)-  48 36 01.55023(N)    114 08 04.11733(W)     ADJUSTED  
 TN0782* NAVD 88     -      2011.     (meters)    6598.     (feet)  SCALED    
 TN0782  ___________________________________________________________________
 TN0782  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 TN0782  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 TN0782
 TN0782  HORZ ORDER  -  FIRST
 TN0782
 TN0782.The horizontal coordinates were established by classical geodetic methods
 TN0782.and adjusted by the National Geodetic Survey in July 1992..
 TN0782
 TN0782.The orthometric height was scaled from a topographic map.
 TN0782
 TN0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0782
 TN0782.The geoid height was determined by GEOID03.
 TN0782
 TN0782;                    North         East     Units Scale Factor Converg.
 TN0782;SPC MT       -   493,545.516   258,457.529   MT  0.99977924   -3 23 24.5
 TN0782;SPC MT       - 1,619,243.82    847,957.77   iFT  0.99977924   -3 23 24.5
 TN0782;UTM  11      - 5,387,003.256   711,252.042   MT  1.00014832   +2 09 01.0
 TN0782
 TN0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0782!SPC MT       -   0.99968733  x   0.99977924  =   0.99946663
 TN0782!UTM  11      -   0.99968733  x   1.00014832  =   0.99983560
 TN0782
 TN0782|---------------------------------------------------------------------|
 TN0782| PID    Reference Object                     Distance      Geod. Az  |
 TN0782|                                                           dddmmss.s |
 TN0782| CH6709 HUCKLEBERRY RM 1                      4.095 METERS 00338     |
 TN0782| TM0947 SWIFTCURRENT MOUNTAIN LOOKOUT       APPROX.34.0 KM 0523454.2 |
 TN0782| TM0933 LONEMAN MOUNTAIN LOOKOUT HOUSE      APPROX.29.7 KM 1143241.0 |
 TN0782| TN0781 HUCKLEBERRY MOUNTAIN LOOKOUT          5.685 METERS 15232     |
 TN0782| TN0787 SMOKY LOOKOUT                       APPROX.12.5 KM 2261938.1 |
 TN0782| CH6710 HUCKLEBERRY RM 2                      7.373 METERS 24458     |
 TN0782| TN0791 FORKS LOOKOUT                       APPROX.15.6 KM 2690233.0 |
 TN0782| TN0794 MOOSE PEAK LOOKOUT                  APPROX.22.0 KM 2824122.0 |
 TN0782| TN0797 COAL RIDGE LOOKOUT TOWER            APPROX.24.4 KM 3014645.0 |
 TN0782| TN0854 NASUKOIN LOOKOUT                    APPROX.39.0 KM 3041250.7 |
 TN0782| TN0786 CYCLONE PEAK LOOKOUT                APPROX.19.1 KM 3160650.0 |
 TN0782|---------------------------------------------------------------------|
 TN0782
 TN0782                          SUPERSEDED SURVEY CONTROL
 TN0782
 TN0782  NAD 83(1986)-  48 36 01.56119(N)    114 08 04.11333(W) AD(       ) 1
 TN0782  NAD 27      -  48 36 01.67653(N)    114 08 00.65217(W) AD(       ) 1
 TN0782
 TN0782.Superseded values are not recommended for survey control.
 TN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0782.See file dsdata.txt to determine how the superseded data were derived.
 TN0782
 TN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP1125287003(NAD 83)
 TN0782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0782_SETTING: 66 = SET IN ROCK OUTCROP
 TN0782
 TN0782  HISTORY     - Date     Condition        Report By
 TN0782  HISTORY     - 1939     MONUMENTED       CGS
 TN0782
 TN0782                          STATION DESCRIPTION
 TN0782
 TN0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TN0782'SIXTEEN MILES NORTH BY EAST OF COLUMBIA FALLS, 19.5 MILES
 TN0782'NORTH-NORTHWEST OF THE NORTH FORK RANGER STATION, 7 MILES
 TN0782'SOUTH-SOUTHEAST OF LOGGING CREEK RANGER STATION, 2 MILES EAST
 TN0782'OF THE BIG CREEK RANGER STATION, 1-1/2 MILES EAST OF THE
 TN0782'FLATHEAD RIVER, AIRLINE DISTANCES, ON THE HIGHEST POINT OF
 TN0782'HUCKLEBERRY MOUNTAIN.  THE STATION MARK IS 3.15 METERS NORTH
 TN0782'OF NORTHWEST CORNER OF HUCKLEBERRY LOOKOUT, 5.68 METERS
 TN0782'NORTHWEST BY NORTH FROM THE CENTER OF THE LOOKOUT, 5.5 METERS
 TN0782'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE LOOKOUT,
 TN0782'STAMPED HUCKLEBERRY 1939, AND IS FLUSH WITH SURFACE.
 TN0782'ELEVATION OF THE STATION IS 5580 FEET AS PER UNITED
 TN0782'STATES FOREST SERVICE DATA.
 TN0782'
 TN0782'TO REACH FROM BELTON (ON U.S. HIGHWAY 2) GO NORTH (LEAVING
 TN0782'HIGHWAY) INTO THE PARK FOR 1.8 MILES TO APGAR, CONTINUE NORTH
 TN0782'ON THE MAIN ROAD UP THE EAST SIDE OF FLATHEAD RIVER FOR
 TN0782'5-1/2 MILES TO HUCKLEBERRY LOOKOUT TRAIL AT THE WEST SIDE OF
 TN0782'ROAD IN MC GEES MEADOWS, TAKE POSTED TRAIL FOR 6 MILES TO THE
 TN0782'SUMMIT OF THE MOUNTAIN AND THE STATION.
 TN0782'
 TN0782'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TN0782'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A RESPECTIVELY.
 TN0782'THERE IS NO AZIMUTH MARK.
 TN0782'
 TN0782'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 TN0782'IN LINE WITH THE WEST SIDE OF THE LOOKOUT, 7.2 METERS NORTH
 TN0782'OF THE NORTHWEST CORNER, 8.4 METERS NORTH-NORTHWEST OF THE
 TN0782'NORTHEAST CORNER OF LOOKOUT, AND 1-1/2 FEET LOWER THAN STATION,
 TN0782'IT IS NOT STAMPED.
 TN0782'
 TN0782'REFERENCE MARK NO. 2 IS IN LINE WITH THE NORTH SIDE OF THE
 TN0782'LOOKOUT HOUSE, 7 METERS WEST OF THE NORTHWEST CORNER, 8.25
 TN0782'METERS WEST-NORTHWEST OF THE SOUTHWEST CORNER, LEVEL WITH
 TN0782'STATION, AND STAMPED HUCKLEBERRY NO. 2 1939.
 TN0782'
 TN0782'NOTE--SMOKY L.O. AND WERNER PK. L.O. MAY BE USED AS AZ. MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0781 ***********************************************************************
 TN0781  DESIGNATION -  HUCKLEBERRY MOUNTAIN LOOKOUT
 TN0781  PID         -  TN0781
 TN0781  STATE/COUNTY-  MT/FLATHEAD
 TN0781  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0781
 TN0781                         *CURRENT SURVEY CONTROL
 TN0781  ___________________________________________________________________
 TN0781* NAD 83(1992)-  48 36 01.38692(N)    114 08 03.98934(W)     ADJUSTED  
 TN0781* NAVD 88     -                                                        
 TN0781  ___________________________________________________________________
 TN0781  LAPLACE CORR-           7.11  (seconds)                    DEFLEC99
 TN0781  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 TN0781
 TN0781  HORZ ORDER  -  THIRD
 TN0781
 TN0781.The horizontal coordinates were established by classical geodetic methods
 TN0781.and adjusted by the National Geodetic Survey in July 1992..
 TN0781
 TN0781
 TN0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0781
 TN0781.The geoid height was determined by GEOID03.
 TN0781
 TN0781;                    North         East     Units Scale Factor Converg.
 TN0781;SPC MT       -   493,540.326   258,459.848   MT  0.99977921   -3 23 24.4
 TN0781;SPC MT       - 1,619,226.79    847,965.38   iFT  0.99977921   -3 23 24.4
 TN0781;UTM  11      - 5,386,998.313   711,254.852   MT  1.00014833   +2 09 01.0
 TN0781
 TN0781                          SUPERSEDED SURVEY CONTROL
 TN0781
 TN0781  NAD 83(1986)-  48 36 01.39775(N)    114 08 03.98619(W) AD(       ) 4
 TN0781  NAD 27      -  48 36 01.51337(N)    114 08 00.52431(W) AD(       ) 3
 TN0781
 TN0781.Superseded values are not recommended for survey control.
 TN0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0781.See file dsdata.txt to determine how the superseded data were derived.
 TN0781
 TN0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP1125586998(NAD 83)
 TN0781
 TN0781  HISTORY     - Date     Condition        Report By
 TN0781  HISTORY     - UNK      MONUMENTED
 TN0781  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TN0781
 TN0781                          STATION DESCRIPTION
 TN0781
 TN0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TN0781'THE STATION WAS RECOVERED.  THE LOOKOUT HOUSE APPEARS TO BE IN
 TN0781'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0546 ***********************************************************************
 QY0546  DESIGNATION -  HUMBOLDT
 QY0546  PID         -  QY0546
 QY0546  STATE/COUNTY-  MT/BEAVERHEAD
 QY0546  USGS QUAD   -  ARGENTA (1988)
 QY0546
 QY0546                         *CURRENT SURVEY CONTROL
 QY0546  ___________________________________________________________________
 QY0546* NAD 83(1992)-  45 22 23.49194(N)    112 51 59.84601(W)     ADJUSTED  
 QY0546* NAVD 88     -      2809.5    (meters)    9218.     (feet)  VERTCON   
 QY0546  ___________________________________________________________________
 QY0546  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 QY0546  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 QY0546
 QY0546  HORZ ORDER  -  THIRD
 QY0546
 QY0546.The horizontal coordinates were established by classical geodetic methods
 QY0546.and adjusted by the National Geodetic Survey in July 1992..
 QY0546
 QY0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0546
 QY0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0546
 QY0546.The geoid height was determined by GEOID03.
 QY0546
 QY0546;                    North         East     Units Scale Factor Converg.
 QY0546;SPC MT       -   130,500.477   336,416.034   MT  0.99979649   -2 27 45.7
 QY0546;SPC MT       -   428,151.17  1,103,727.15   iFT  0.99979649   -2 27 45.7
 QY0546;UTM  12      - 5,026,103.432   353,839.947   MT  0.99986266   -1 19 43.3
 QY0546
 QY0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0546!SPC MT       -   0.99956153  x   0.99979649  =   0.99935811
 QY0546!UTM  12      -   0.99956153  x   0.99986266  =   0.99942425
 QY0546
 QY0546:                Primary Azimuth Mark                     Grid Az
 QY0546:SPC MT       -  SAW                                      276 09 16.8
 QY0546:UTM  12      -  SAW                                      275 01 14.4
 QY0546
 QY0546|---------------------------------------------------------------------|
 QY0546| PID    Reference Object                     Distance      Geod. Az  |
 QY0546|                                                           dddmmss.s |
 QY0546| QY0552 SAW                                 APPROX. 4.1 KM 2734131.1 |
 QY0546|---------------------------------------------------------------------|
 QY0546
 QY0546                          SUPERSEDED SURVEY CONTROL
 QY0546
 QY0546  NAD 83(1986)-  45 22 23.49130(N)    112 51 59.84502(W) AD(       ) 3
 QY0546  NAD 27      -  45 22 23.76599(N)    112 51 56.73012(W) AD(       ) 3
 QY0546  NGVD 29 (07/19/86) 2808.1    (m)         9213.     (f) VERT ANG       
 QY0546
 QY0546.Superseded values are not recommended for survey control.
 QY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0546.See file dsdata.txt to determine how the superseded data were derived.
 QY0546
 QY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR5384026103(NAD 83)
 QY0546_MARKER: DD = SURVEY DISK
 QY0546_SETTING: 66 = SET IN ROCK OUTCROP
 QY0546_SP_SET: SET IN ROCK OUTCROP
 QY0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0546+STABILITY: POSITION/ELEVATION WELL
 QY0546
 QY0546  HISTORY     - Date     Condition        Report By
 QY0546  HISTORY     - 1950     MONUMENTED       USGS
 QY0546
 QY0546                          STATION DESCRIPTION
 QY0546
 QY0546'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QY0546'STATION IS LOCATED IN SEC. 2, T 5 S, R 10 W, ON HIGHEST POINT ON S.
 QY0546'SIDE OF HUMBOLT MTN.
 QY0546'
 QY0546'TO REACH STATION FROM DILLON POST OFFICE, GO S. 0.1 MI., TURN RIGHT
 QY0546'AND GO W. ACROSS RAILROAD TRACKS FOLLOWING MAIN TRAVELED RD. 8.2 MI.
 QY0546'TO RIGHT FORK AND SIGN --ARGENTA 5--.  TAKE RIGHT FORK AND CONTINUE
 QY0546'5.8 MI. THROUGH VILLAGE OF ARGENTA AND TO LAST HOUSE ON LEFT IN
 QY0546'VILLAGE.  CONTINUE FOR 0.3 MI. ACROSS RATTLESNAKE CREEK AND TAKE LEFT
 QY0546'FORK FOR 3.3 MI. TO FORK ON ROAD 606.  TAKE RIGHT FORK AND FOLLOW
 QY0546'MAIN TRAVELED RD. 8.1 MI. TO TOP OF PASS.  A FAINT MINE RD. FORK LEADS
 QY0546'TO RIGHT 0.1 MI. FROM SUMMIT.  TAKE FAINT RD. AND FOLLOW ALONG RIDGE
 QY0546'TO S. 0.9 MI. TO WHERE RD. COMES TO CLEARING AND RIDGE SPLITS TO E.
 QY0546'LEAVE RD. AND CONTINUE ALONG RIDGE 0.7 MI. THROUGH SADDLE AND TO BASE
 QY0546'OF HUMBOLT MTN.  JEEP IS REQUIRED THE LAST 0.7 MI.  BASE OF MOUNTAIN
 QY0546'IS END OF JEEP TRAVEL AND A 30-40 MINUTE WALK IS REQUIRED TO TOP OF
 QY0546'MOUNTAIN AND STATION.  STATION IS ABOUT HALFWAY BETWEEN S. EDGE OF
 QY0546'MOUNTAIN AND DIVIDING ROW OF TREES IN MIDDLE.
 QY0546'
 QY0546'STATION MARK--STANDARD USGS TABLET SET IN ROCK IN PLACE AND STAMPED
 QY0546'---HUMBOLDT 1950 V.A. BM 9213---.
 QY0546'
 QY0546'REFERENCE MARK NO. 1--STANDARD R.M. TABLET STAMPED ---HUMBOLDT 1950
 QY0546'NO. 1--- SET IN SOLID ROCK 73.90 FT. FROM STATION, S 64 DEG 54 MIN E.
 QY0546'
 QY0546'REFERENCE MARK NO. 2--STANDARD R.M. TABLET STAMPED ---HUMBOLDT 1950
 QY0546'NO. 2--- SET IN SOLID ROCK 117.00 FT. FROM STATION,
 QY0546'N 13 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0686 ***********************************************************************
 QX0686  DESIGNATION -  HUMMINGBIRD
 QX0686  PID         -  QX0686
 QX0686  STATE/COUNTY-  MT/PARK
 QX0686  USGS QUAD   -  HUMMINGBIRD PEAK (1987)
 QX0686
 QX0686                         *CURRENT SURVEY CONTROL
 QX0686  ___________________________________________________________________
 QX0686* NAD 83(1992)-  45 06 40.07027(N)    110 17 58.66182(W)     ADJUSTED  
 QX0686* NAVD 88     -      3054.     (meters)   10020.     (feet)  SCALED    
 QX0686  ___________________________________________________________________
 QX0686  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 QX0686  GEOID HEIGHT-          -7.92  (meters)                     GEOID03
 QX0686
 QX0686  HORZ ORDER  -  SECOND
 QX0686
 QX0686.The horizontal coordinates were established by classical geodetic methods
 QX0686.and adjusted by the National Geodetic Survey in July 1992..
 QX0686
 QX0686.The orthometric height was scaled from a topographic map.
 QX0686
 QX0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0686
 QX0686.The geoid height was determined by GEOID03.
 QX0686
 QX0686;                    North         East     Units Scale Factor Converg.
 QX0686;SPC MT       -    96,035.424   537,079.013   MT  0.99993512   -0 35 05.8
 QX0686;SPC MT       -   315,076.85  1,762,070.25   iFT  0.99993512   -0 35 05.8
 QX0686;SPC WY W     -   612,236.637   782,979.891   MT  0.99994106   -0 09 11.7
 QX0686;UTM  12      - 4,995,534.292   555,093.191   MT  0.99963732   +0 29 46.4
 QX0686
 QX0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0686!SPC MT       -   0.99952258  x   0.99993512  =   0.99945773
 QX0686!SPC WY W     -   0.99952258  x   0.99994106  =   0.99946367
 QX0686!UTM  12      -   0.99952258  x   0.99963732  =   0.99916007
 QX0686
 QX0686                          SUPERSEDED SURVEY CONTROL
 QX0686
 QX0686  NAD 83(1986)-  45 06 40.06078(N)    110 17 58.65203(W) AD(       ) 2
 QX0686  NAD 27      -  45 06 40.28500(N)    110 17 55.95400(W) AD(       ) 2
 QX0686
 QX0686.Superseded values are not recommended for survey control.
 QX0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0686.See file dsdata.txt to determine how the superseded data were derived.
 QX0686
 QX0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5509395534(NAD 83)
 QX0686_MARKER: DD = SURVEY DISK
 QX0686_SETTING: 66 = SET IN ROCK OUTCROP
 QX0686_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QX0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0686+STABILITY: POSITION/ELEVATION WELL
 QX0686
 QX0686  HISTORY     - Date     Condition        Report By
 QX0686  HISTORY     - 1950     MONUMENTED       USGS
 QX0686
 QX0686                          STATION DESCRIPTION
 QX0686
 QX0686'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QX0686'THE STATION IS LOCATED ABOUT 21 MILES NORTHWEST OF COOKE
 QX0686'CITY, 8 MILES NORTH OF THE MONTANA-WYOMING STATE BOUNDARY,
 QX0686'2 FEET EAST OF THE WEST EDGE OF A CLIFF, AND ON THE HIGHEST
 QX0686'POINT OF A ROCKY RIDGE.  THE MARK IS A U.S. GEOLOGICAL SURVEY
 QX0686'STATION MARK SET IN A DRILL HOLE IN BEDROCK.  THE MARK
 QX0686'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HUMMINGBIRD 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0687 ***********************************************************************
 QX0687  DESIGNATION -  HUMMINGBIRD RM 2
 QX0687  PID         -  QX0687
 QX0687  STATE/COUNTY-  MT/PARK
 QX0687  USGS QUAD   -  HUMMINGBIRD PEAK (1987)
 QX0687
 QX0687                         *CURRENT SURVEY CONTROL
 QX0687  ___________________________________________________________________
 QX0687* NAD 83(1992)-  45 06 39.99946(N)    110 17 58.60428(W)     ADJUSTED  
 QX0687* NAVD 88     -      3054.5    (meters)   10021.     (feet)  VERTCON   
 QX0687  ___________________________________________________________________
 QX0687  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 QX0687  GEOID HEIGHT-          -7.92  (meters)                     GEOID03
 QX0687
 QX0687  HORZ ORDER  -  SECOND
 QX0687
 QX0687.The horizontal coordinates were established by classical geodetic methods
 QX0687.and adjusted by the National Geodetic Survey in July 1992..
 QX0687
 QX0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0687
 QX0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0687
 QX0687.The geoid height was determined by GEOID03.
 QX0687
 QX0687;                    North         East     Units Scale Factor Converg.
 QX0687;SPC MT       -    96,033.226   537,080.248   MT  0.99993513   -0 35 05.7
 QX0687;SPC MT       -   315,069.64  1,762,074.30   iFT  0.99993513   -0 35 05.7
 QX0687;SPC WY W     -   612,234.448   782,981.143   MT  0.99994106   -0 09 11.6
 QX0687;UTM  12      - 4,995,532.118   555,094.467   MT  0.99963732   +0 29 46.4
 QX0687
 QX0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0687!SPC MT       -   0.99952258  x   0.99993513  =   0.99945774
 QX0687!SPC WY W     -   0.99952258  x   0.99994106  =   0.99946367
 QX0687!UTM  12      -   0.99952258  x   0.99963732  =   0.99916007
 QX0687
 QX0687:                Primary Azimuth Mark                     Grid Az
 QX0687:SPC MT       -  HAYSTACK RESET                           033 24 46.7
 QX0687:SPC WY W     -  HAYSTACK RESET                           032 58 52.6
 QX0687:UTM  12      -  HAYSTACK RESET                           032 19 54.6
 QX0687
 QX0687|---------------------------------------------------------------------|
 QX0687| PID    Reference Object                     Distance      Geod. Az  |
 QX0687|                                                           dddmmss.s |
 QX0687| QX0685 HAYSTACK RESET                      APPROX.11.3 KM 0324941.0 |
 QX0687| CQ6763 HUMMINGBIRD RM 1                                   19438     |
 QX0687| CQ6762 HUMMINGBIRD AZ MK                                  2853313.4 |
 QX0687| QX0690 WALLACE                             APPROX.16.1 KM 3055306.2 |
 QX0687| QX0686 HUMMINGBIRD                           2.522 METERS 33005     |
 QX0687| CQ6174 MIDDLE                                             34936     |
 QX0687|---------------------------------------------------------------------|
 QX0687
 QX0687                          SUPERSEDED SURVEY CONTROL
 QX0687
 QX0687  NAD 83(1986)-  45 06 39.98997(N)    110 17 58.59449(W) AD(       ) 2
 QX0687  NAD 27      -  45 06 40.21400(N)    110 17 55.89600(W) AD(       ) 2
 QX0687  NGVD 29 (07/19/86) 3053.0    (m)        10016.     (f) VERT ANG       
 QX0687
 QX0687.Superseded values are not recommended for survey control.
 QX0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0687.See file dsdata.txt to determine how the superseded data were derived.
 QX0687
 QX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5509495532(NAD 83)
 QX0687_MARKER: DR = REFERENCE MARK DISK
 QX0687_SETTING: 66 = SET IN ROCK OUTCROP
 QX0687
 QX0687  HISTORY     - Date     Condition        Report By
 QX0687  HISTORY     - 1950     MONUMENTED       USGS
 QX0687
 QX0687                          STATION DESCRIPTION
 QX0687
 QX0687'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (EBL)
 QX0687'THE STATION IS LOCATED ABOUT 21 MILES NORTHWEST OF COOKE
 QX0687'CITY, 8 MILES NORTH OF THE MONTANA-WYOMING STATE BOUNDARY,
 QX0687'6 FEET EAST OF THE WEST EDGE OF A CLIFF, AND ON THE HIGHEST
 QX0687'POINT OF A ROCKY RIDGE.  THE MARK IS A U.S. GEOLOGICAL SURVEY
 QX0687'REFERENCE MARK DISK SET IN A DRILL HOLE IN BEDROCK.  THE MARK
 QX0687'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HUMMINGBIRD
 QX0687'R.M. NO 2 1936.
 QX0687'
 QX0687'U.S. GEOLOGICAL SURVEY STATION MARK IS 2 FEET EAST OF THE WEST
 QX0687'EDGE OF A CLIFF, AND IS SET IN A DRILL HOLE IN BEDROCK.  THE
 QX0687'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QX0687'HUMMINGBIRD 1936.
 QX0687'
 QX0687'U.S. GEOLOGICAL SURVEY REFERENCE MARK NO. 1 IS SET IN A DRILL
 QX0687'HOLE IN BEDROCK.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 QX0687'IS STAMPED HUMMINGBIRD R.M. NO 1 1936.
 QX0687'
 QX0687'THE AZIMUTH MARK IS 4 FEET SOUTHWEST OF THE EDGE OF A CLIFF.
 QX0687'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QX0687'HUMMINGBIRD 1950.
 QX0687'
 QX0687'TO REACH THE STATION FROM THE POST OFFICE IN MC LEOD, GO SOUTH
 QX0687'FOR 0.6 MILE TO A ROAD FORK.  TAKE THE LEFT FORK AND GO 2.5
 QX0687'MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 31
 QX0687'MILES TO A ROAD FORK, JUST AFTER PASSING WHAT USED TO BE
 QX0687'THE INDEPENDENCE MINING CAMP.  THIS IS THE END OF TRUCK
 QX0687'TRAVEL.  FROM HERE CONTINUE SOUTH AND WEST ON HORSE TRAIL
 QX0687'FOR ABOUT 3 MILES TO THE TOP OF BOULDER PASS.  CONTINUE SOUTH
 QX0687'ON TRAIL FOR ABOUT 7 MILES TO THE BUFFALO RANGER STATION.
 QX0687'FROM THE END OF TRUCK TRAVEL TO THE BUFFALO RANGER STATION
 QX0687'IS A 4-HOUR HORSE PACK.  FROM THE BUFFALO RANGER STATION
 QX0687'FOLLOW TRAIL WEST FOR ABOUT 4 MILES TO A POINT SOUTH OF A
 QX0687'RIDGE.  THEN NORTH UP THE RIDGE FOR ABOUT 1 MILE TO THE
 QX0687'STATION.  ABOUT A 6-HOUR HORSE PACK FROM THE END OF TRUCK
 QX0687'TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0654 ***********************************************************************
 TL0654  DESIGNATION -  HUMPHREY
 TL0654  PID         -  TL0654
 TL0654  STATE/COUNTY-  MT/CHOUTEAU
 TL0654  USGS QUAD   -  DAY SCHOOL (1964)
 TL0654
 TL0654                         *CURRENT SURVEY CONTROL
 TL0654  ___________________________________________________________________
 TL0654* NAD 83(1992)-  48 04 58.20612(N)    110 36 30.17619(W)     ADJUSTED  
 TL0654* NAVD 88     -       969.     (meters)    3179.     (feet)  SCALED    
 TL0654  ___________________________________________________________________
 TL0654  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 TL0654  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 TL0654
 TL0654  HORZ ORDER  -  THIRD
 TL0654
 TL0654.The horizontal coordinates were established by classical geodetic methods
 TL0654.and adjusted by the National Geodetic Survey in July 1992..
 TL0654
 TL0654.The orthometric height was scaled from a topographic map.
 TL0654
 TL0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0654
 TL0654.The geoid height was determined by GEOID03.
 TL0654
 TL0654;                    North         East     Units Scale Factor Converg.
 TL0654;SPC MT       -   426,486.360   517,457.537   MT  0.99956764   -0 48 38.8
 TL0654;SPC MT       - 1,399,233.46  1,697,695.33   iFT  0.99956764   -0 48 38.8
 TL0654;UTM  12      - 5,325,581.231   529,166.102   MT  0.99961045   +0 17 29.1
 TL0654
 TL0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0654!SPC MT       -   0.99985058  x   0.99956764  =   0.99941828
 TL0654!UTM  12      -   0.99985058  x   0.99961045  =   0.99946108
 TL0654
 TL0654                          SUPERSEDED SURVEY CONTROL
 TL0654
 TL0654  NAD 83(1986)-  48 04 58.20077(N)    110 36 30.15753(W) AD(       ) 3
 TL0654  NAD 27      -  48 04 58.31871(N)    110 36 27.35271(W) AD(       ) 3
 TL0654
 TL0654.Superseded values are not recommended for survey control.
 TL0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0654.See file dsdata.txt to determine how the superseded data were derived.
 TL0654
 TL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU2916625581(NAD 83)
 TL0654
 TL0654  HISTORY     - Date     Condition        Report By
 TL0654  HISTORY     - UNK      MONUMENTED       USGS
 TL0654  HISTORY     - 1964     MARK NOT FOUND   USGS
 TL0654
 TL0654                          STATION DESCRIPTION
 TL0654
 TL0654'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TL0654'ON HIGHEST POINT OF RIDGE RUNNING E. AND W. ABOUT 3 MI. E. OF THE
 TL0654'MARIAS RIVER AND 9 MI. S. OF JUNCTION OF MARIAS RIVER AND BLACK
 TL0654'COULEE.
 TL0654'
 TL0654'A RD. RUNS 0.25 MI. W. OF STATION.
 TL0654'
 TL0654'REPORTED NOT FOUND.
 TL0654'
 TL0654'STATION MARK - IRON BENCH MARK POST SET 40 IN. IN GROUND.
 TL0654'
 TL0654'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0582 ***********************************************************************
 TJ0582  DESIGNATION -  HUNGRY LB
 TJ0582  PID         -  TJ0582
 TJ0582  STATE/COUNTY-  MT/VALLEY
 TJ0582  USGS QUAD   -  FRAZER (1972)
 TJ0582
 TJ0582                         *CURRENT SURVEY CONTROL
 TJ0582  ___________________________________________________________________
 TJ0582* NAD 83(1992)-  48 00 49.45637(N)    106 05 52.97281(W)     ADJUSTED  
 TJ0582* NAVD 88     -       615.9    (meters)    2021.     (feet)  VERTCON   
 TJ0582  ___________________________________________________________________
 TJ0582  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TJ0582  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TJ0582
 TJ0582  HORZ ORDER  -  SECOND
 TJ0582
 TJ0582.The horizontal coordinates were established by classical geodetic methods
 TJ0582.and adjusted by the National Geodetic Survey in July 1992..
 TJ0582
 TJ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0582
 TJ0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0582
 TJ0582.The geoid height was determined by GEOID03.
 TJ0582
 TJ0582;                    North         East     Units Scale Factor Converg.
 TJ0582;SPC MT       -   423,731.140   853,609.406   MT  0.99954570   +2 29 18.8
 TJ0582;SPC MT       - 1,390,194.03  2,800,555.79   iFT  0.99954570   +2 29 18.8
 TJ0582;UTM  13      - 5,318,410.415   418,112.825   MT  0.99968239   -0 48 58.4
 TJ0582
 TJ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0582!SPC MT       -   0.99990613  x   0.99954570  =   0.99945188
 TJ0582!UTM  13      -   0.99990613  x   0.99968239  =   0.99958855
 TJ0582
 TJ0582|---------------------------------------------------------------------|
 TJ0582| PID    Reference Object                     Distance      Geod. Az  |
 TJ0582|                                                           dddmmss.s |
 TJ0582| CQ6765 HUNGRY LB RM 1                       21.785 METERS 03154     |
 TJ0582| CQ6764 HUNGRY LB AZ MK                                    0344753.3 |
 TJ0582| TJ0581 FPR 6C LB                            21.873 METERS 13059     |
 TJ0582|---------------------------------------------------------------------|
 TJ0582
 TJ0582                          SUPERSEDED SURVEY CONTROL
 TJ0582
 TJ0582  NAD 83(1986)-  48 00 49.45688(N)    106 05 52.96548(W) AD(       ) 2
 TJ0582  NAD 27      -  48 00 49.39335(N)    106 05 50.89085(W) AD(       ) 2
 TJ0582  NGVD 29 (07/19/86)  615.3    (m)         2019.     (f) VERT ANG       
 TJ0582
 TJ0582.Superseded values are not recommended for survey control.
 TJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0582.See file dsdata.txt to determine how the superseded data were derived.
 TJ0582
 TJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1811318410(NAD 83)
 TJ0582_MARKER: DS = TRIANGULATION STATION DISK
 TJ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0582
 TJ0582  HISTORY     - Date     Condition        Report By
 TJ0582  HISTORY     - 1948     MONUMENTED       CGS
 TJ0582
 TJ0582                          STATION DESCRIPTION
 TJ0582
 TJ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0582'LOCATED ABOUT 4-1/4 MILES SOUTHWEST OF FRAZER, IN THE NORTHWEST
 TJ0582'QUARTER OF SEC. 18, T.26 N., R. 44 E., ON LAND OWNED BY THE U.S. AND
 TJ0582'LEASED BY MR. DAN HENDERSON, ON THE NORTH BANK OF THE MISSOURI
 TJ0582'RIVER, 77 FEET NORTH OF THE EDGE OF AN EMBANKMENT, AND 15 FEET
 TJ0582'NORTHEAST OF A WITNESS POST.  IT PROJECTS 8 INCHES, AND THE DISK
 TJ0582'IS STAMPED HUNGRY L B 1948.
 TJ0582'
 TJ0582'REFERENCE MARK NO. 1 IS 71.47 FEET NORTH-NORTHEAST OF THE STATION,
 TJ0582'AND 85.8 FEET NORTH-NORTHEAST OF THE WITNESS POST.  IT PROJECTS 8
 TJ0582'INCHES, AND THE DISK IS STAMPED HUNGRY L B NO 1 1948.
 TJ0582'
 TJ0582'FPR 6C (U.S.E.D.) IS SOUTHEAST OF THE STATION 64.9 FEET
 TJ0582'EAST-SOUTHEAST OF THE WITNESS POST, AND 5 FEET NORTH OF THE
 TJ0582'EMBANKMENT.  IT IS A U.S.E.D. DISK STAMPED 6C 1947 ON THE TOP OF A
 TJ0582'2-1/2-INCH IRON PIPE THAT PROJECTS 10 INCHES.  IT IS LOCATED BY
 TJ0582'TRAVERSE FROM TRIANGULATION STATION HUNGRY L B AND THE DISTANCE
 TJ0582'IS 71.77 FEET.
 TJ0582'
 TJ0582'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH-NORTHEAST OF THE
 TJ0582'STATION, 97 FEET EAST OF THE EAST GATE POST OF A WIRE GATE, 4.4
 TJ0582'FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  IT
 TJ0582'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HUNGRY L B 1948.
 TJ0582'
 TJ0582'TO REACH THE STATION FROM THE POST OFFICE IN FRAZER, GO EAST
 TJ0582'ABOUT 1/2 A BLOCK.  THEN RIGHT, SOUTH, 0.15 MILE.  THEN LEFT, EAST,
 TJ0582'0.2 MILE.  THEN RIGHT, SOUTH, 0.9 MILE.  THEN RIGHT, WEST, 3.0
 TJ0582'MILES.  THEN LEFT, SOUTH, THROUGH A GATE AND FOR 1.3 MILES TO A
 TJ0582'FORK.  THEN LEFT ROAD, SOUTH AND WEST, FOR 0.4 MILE TO A GATE.
 TJ0582'THEN THROUGH GATE, SOUTHERLY, FOR 0.2 MILE TO A RANCH HOUSE.  AT
 TJ0582'THE SOUTH EDGE OF THE RANCH YARD, FOLLOW A DIM TRACK ROAD
 TJ0582'SOUTHEASTERLY FOR 0.3 MILE TO A POINT ABOUT 100 FEET SOUTH OF AN
 TJ0582'OLD LOG HOUSE.  THEN BEAR LEFT, EASTERLY, FOLLOW ALONG THE SOUTH
 TJ0582'SIDE OF A WIRE FENCE FOR 0.5 MILE TO A GATE ON THE LEFT AND THE
 TJ0582'AZIMUTH MARK AS DESCRIBED.  TURN RIGHT, SOUTHERLY, FOR
 TJ0582'0.2 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0579 ***********************************************************************
 TJ0579  DESIGNATION -  HUNGRY RB
 TJ0579  PID         -  TJ0579
 TJ0579  STATE/COUNTY-  MT/MCCONE
 TJ0579  USGS QUAD   -  FRAZER (1972)
 TJ0579
 TJ0579                         *CURRENT SURVEY CONTROL
 TJ0579  ___________________________________________________________________
 TJ0579* NAD 83(1992)-  48 00 27.46650(N)    106 05 11.25709(W)     ADJUSTED  
 TJ0579* NAVD 88     -       615.0    (meters)    2018.     (feet)  VERTCON   
 TJ0579  ___________________________________________________________________
 TJ0579  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TJ0579  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0579
 TJ0579  HORZ ORDER  -  SECOND
 TJ0579
 TJ0579.The horizontal coordinates were established by classical geodetic methods
 TJ0579.and adjusted by the National Geodetic Survey in July 1992..
 TJ0579
 TJ0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0579
 TJ0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0579
 TJ0579.The geoid height was determined by GEOID03.
 TJ0579
 TJ0579;                    North         East     Units Scale Factor Converg.
 TJ0579;SPC MT       -   423,090.493   854,502.279   MT  0.99954384   +2 29 49.3
 TJ0579;SPC MT       - 1,388,092.17  2,803,485.17   iFT  0.99954384   +2 29 49.3
 TJ0579;UTM  13      - 5,317,719.268   418,967.400   MT  0.99968068   -0 48 27.1
 TJ0579
 TJ0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0579!SPC MT       -   0.99990627  x   0.99954384  =   0.99945016
 TJ0579!UTM  13      -   0.99990627  x   0.99968068  =   0.99958698
 TJ0579
 TJ0579|---------------------------------------------------------------------|
 TJ0579| PID    Reference Object                     Distance      Geod. Az  |
 TJ0579|                                                           dddmmss.s |
 TJ0579| CQ6768 HUNGRY RB RM 1                       24.735 METERS 16615     |
 TJ0579| CQ6767 HUNGRY RB AZ MK                                    2115829.8 |
 TJ0579| TJ0580 FPR 6C RB                            16.178 METERS 29845     |
 TJ0579|---------------------------------------------------------------------|
 TJ0579
 TJ0579                          SUPERSEDED SURVEY CONTROL
 TJ0579
 TJ0579  NAD 83(1986)-  48 00 27.46708(N)    106 05 11.24981(W) AD(       ) 2
 TJ0579  NAD 27      -  48 00 27.40379(N)    106 05 09.17674(W) AD(       ) 2
 TJ0579  NGVD 29 (07/19/86)  614.4    (m)         2016.     (f) VERT ANG       
 TJ0579
 TJ0579.Superseded values are not recommended for survey control.
 TJ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0579.See file dsdata.txt to determine how the superseded data were derived.
 TJ0579
 TJ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1896717719(NAD 83)
 TJ0579_MARKER: DS = TRIANGULATION STATION DISK
 TJ0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0579
 TJ0579  HISTORY     - Date     Condition        Report By
 TJ0579  HISTORY     - 1948     MONUMENTED       CGS
 TJ0579  HISTORY     - 1973     MARK NOT FOUND   NGS
 TJ0579
 TJ0579                          STATION DESCRIPTION
 TJ0579
 TJ0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0579'THE STATION IS LOCATED 4-1/4 MILES SOUTHWEST OF FRAZER, IN THE
 TJ0579'N.E. 1/4, SEC. 18, T. 26 N., R. 44 E., AND ON LAND OWNED BY GEORGE
 TJ0579'BARTCH.  IT IS 8 FEET N.W. OF A WITNESS POST.  THE MARK PROJECTS 5
 TJ0579'INCHES AND THE DISK IS STAMPED HUNGRY R.B. 1948.
 TJ0579'
 TJ0579'REFERENCE MARK NO. 1 IS 81.15 SOUTHEAST OF THE STATION.  THE MARK
 TJ0579'PROJECTS 4 INCHES AND THE DISK IS STAMPED HUNDRY R.B. 1948.
 TJ0579'
 TJ0579'F.P.R. 6-C R.B. (U.S.E.D.) IS 53.08 FEET NORTHWEST OF THE STATION.
 TJ0579'THE MARK IS A STANDARD UNITED STATES ENGINEER DEPARTMENT BRONZE
 TJ0579'DISK FASTENED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 5
 TJ0579'INCHES.  THE DISK IS STAMPED 6 C 1947.
 TJ0579'
 TJ0579'THE AZIMUTH MARK IS 0.7 MILE SOUTHWEST OF THE STATION.  IT IS 34
 TJ0579'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE MAIN ROAD AND 3
 TJ0579'FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 TJ0579'THE DISK IS STAMPED HUNGRY 1948.
 TJ0579'
 TJ0579'TO REACH THE STATION FROM THE EAST END OF THE SPILLWAY, WHICH IS
 TJ0579'5 MILES SOUTHEAST OF FORT PECK, GO EAST ON A TRACK ROAD FOR 9.6
 TJ0579'MILES TO A FORK, BEAR LEFT AND CONTINUE EAST 2.9 MILES TO THE
 TJ0579'TERRY RANCH MAIL BOX AND A SIDE ROAD LEFT, CONTINUE STRAIGHT
 TJ0579'AHEAD, EAST, ON THE MAIN TRACK ROAD FOR 4.95 MILES TO THE AZIMUTH
 TJ0579'MARK ON THE RIGHT, CONTINUE EAST 0.4 TO A SCHOOL HOUSE ON THE
 TJ0579'LEFT, TURN LEFT, PASS THROUGH THE SCHOOL YARD TO A GATE EAST OF
 TJ0579'THE SCHOOL HOUSE, PASS THROUGH THE GATE AND FOLLOW A TRACK
 TJ0579'ROAD NORTH FOR 0.4 MILE TO THE RANCH HOUSE OF GEORGE BARTCH, PASS
 TJ0579'TO THE RIGHT OF THE RANCH HOUSE AND GO NORTH 0.05 MILE TO A FORK,
 TJ0579'BEAR RIGHT, GO EASTERLY 0.3 MILE TO A FORK, BEAR RIGHT, GO
 TJ0579'0.15 MILE TO A CULTIVATED FIELD, GO NORTHWESTERLY ACROSS
 TJ0579'THE CULTIVATED FIELD FOR 0.1 MILE TO THE NORTHWEST CORNER OF THE
 TJ0579'FIELD, BEAR RIGHT, NORTH, FOR 0.05 MILE TO THE STATION.
 TJ0579
 TJ0579                          STATION RECOVERY (1973)
 TJ0579
 TJ0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TJ0579'THE STATION MARK AND REFERENCE MARK NO. 1 WERE NOT FOUND.  THE
 TJ0579'U.S.E. MARK WHICH WAS USED FOR A SECOND REFERENCE MARK AND THE
 TJ0579'AZIMUTH MARK WERE RECOVERED, BUT THE AZIMUTH MARK IS OBSTRUCTED
 TJ0579'BY TREES FROM THE STATION AND NO ATTEMPT WAS MADE TO LOCATE THE
 TJ0579'SUB-SURFACE STATION MARK.  AN IRRIGATION DITCH HAS BEEN DUG, BUY
 TJ0579'MY DETERMINATION OF THE STATION LOCATION PUTS IT IN THE CULTIVATED
 TJ0579'FIELD 8 OR 9 YARDS SOUTH OF THE DITCH.  IF THIS IS THE CASE, THE
 TJ0579'UNDERGROUND STATION MARK IS PROBABLY STILL IN PLACE, AND PROBABLY
 TJ0579'COULD BE FOUND BY COMPUTING AN ANGLE AT F.P.R. 6 C R.B.
 TJ0579'BETWEEN A STATION ACROSS THE RIVER TO THE STATION MARK.  IT
 TJ0579'WOULD BE ABOUT A 40 MILE DRIVE TO GET TO THE OTHER SIDE OF THE
 TJ0579'RIVER BY ROAD.
 TJ0579'
 TJ0579'F.P.R. 6 C R.B. (USE) IS 53.08 FEET NORTHWEST OF THE STATION, A
 TJ0579'U.S. ARMY CORPS OF ENGINEERS WAR DEPARTMENT BENCH MARK DISK, STAMPED
 TJ0579'6 C 1947, ON A 2-INCH METAL PIPE WHICH PROJECTS 6 INCHES.  IT IS
 TJ0579'27 FEET NORTHWEST OF AN IRRIGATION DITCH, 13 FEET SOUTHEAST OF THE
 TJ0579'RIVER BANK AND 6 INCHES NORTHEAST OF A METAL WITNESS POST.
 TJ0579'
 TJ0579'AZIMUTH MARK, STAMPED HUNGRY R B 1948, IS A STANDARD DISK SET IN
 TJ0579'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 34 FEET SOUTH
 TJ0579'OF AND 2 FEET HIGHER THAN THE CENTER OF THE ROAD, AT THE MOUTH OF A
 TJ0579'TRAIL.    IN A 10-FOOT HIGH CUT BANK, AT THE FOOT OF THE BANK
 TJ0579'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 TJ0579'
 TJ0579'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 13,
 TJ0579'WHICH IS ABOUT 7 MILES EAST OF WOLF POINT, GO SOUTH ON STATE
 TJ0579'HIGHWAY 13 FOR 4.5 MILES TO STATE HIGHWAY 528 (0.3 MILE SOUTH OF
 TJ0579'THE STEEL BRIDGE OVER THE MISSOURI RIVER), TURN RIGHT AND GO
 TJ0579'WESTERLY FOR 10.5 MILES TO A FORK, KEEP RIGHT FORK 3.9 MILES TO
 TJ0579'A T-ROAD, TURN LEFT AND GO 4.0 MILES TO A CONCRETE BRIDGE,
 TJ0579'CONTINUE 1.0 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, WESTERLY
 TJ0579'FOR 9.3 MILES TO A ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.55
 TJ0579'MILE TO A ROAD RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE
 TJ0579'STRAIGHT AHEAD 0.45 MILE TO THE POINT WHERE THE ROAD STARTS UP
 TJ0579'A SMALL HILL AND THE MARK ON THE LEFT) TURN RIGHT AND GO NORTH
 TJ0579'0.45 MILE TO MR. EDMUND WALTONS FARM BUILDINGS, CONTINUE NORTH
 TJ0579'0.05 MILE, CURVE RIGHT AND GO EASTERLY 0.15 MILE, TO AN IRRIGATION
 TJ0579'DITCH AND FORK, KEEP RIGHT AND FOLLOW TRACK ROAD 0.4 MILE TO THE
 TJ0579'NORTHERN CORNER OF A CULTIVATED FIELD.  WALK SOUTHWESTERLY ALONG
 TJ0579'AN IRRIGATION DITCH FOR 40 YARDS TO THE U.S.E. MARK ON THE RIGHT.
 TJ0579'
 TJ0579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/4 MILES
 TJ0579'SOUTHWEST OF FRAZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0527 ***********************************************************************
 QY0527  DESIGNATION -  HUNT
 QY0527  PID         -  QY0527
 QY0527  STATE/COUNTY-  MT/BEAVERHEAD
 QY0527  USGS QUAD   -  BURNS MOUNTAIN (1979)
 QY0527
 QY0527                         *CURRENT SURVEY CONTROL
 QY0527  ___________________________________________________________________
 QY0527* NAD 83(1992)-  45 13 28.98805(N)    112 45 19.65244(W)     ADJUSTED  
 QY0527* NAVD 88     -      1665.6    (meters)    5465.     (feet)  VERTCON   
 QY0527  ___________________________________________________________________
 QY0527  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 QY0527  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 QY0527
 QY0527  HORZ ORDER  -  THIRD
 QY0527
 QY0527.The horizontal coordinates were established by classical geodetic methods
 QY0527.and adjusted by the National Geodetic Survey in July 1992..
 QY0527
 QY0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0527
 QY0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0527
 QY0527.The geoid height was determined by GEOID03.
 QY0527
 QY0527;                    North         East     Units Scale Factor Converg.
 QY0527;SPC MT       -   113,648.573   344,428.879   MT  0.99987255   -2 22 53.0
 QY0527;SPC MT       -   372,862.77  1,130,016.01   iFT  0.99987255   -2 22 53.0
 QY0527;UTM  12      - 5,009,413.255   362,185.010   MT  0.99983353   -1 14 46.9
 QY0527
 QY0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0527!SPC MT       -   0.99974074  x   0.99987255  =   0.99961332
 QY0527!UTM  12      -   0.99974074  x   0.99983353  =   0.99957431
 QY0527
 QY0527:                Primary Azimuth Mark                     Grid Az
 QY0527:SPC MT       -  BADGER                                   264 11 01.6
 QY0527:UTM  12      -  BADGER                                   263 02 55.5
 QY0527
 QY0527|---------------------------------------------------------------------|
 QY0527| PID    Reference Object                     Distance      Geod. Az  |
 QY0527|                                                           dddmmss.s |
 QY0527| QY0536 BADGER                              APPROX.14.7 KM 2614808.6 |
 QY0527|---------------------------------------------------------------------|
 QY0527
 QY0527                          SUPERSEDED SURVEY CONTROL
 QY0527
 QY0527  NAD 83(1986)-  45 13 28.98793(N)    112 45 19.65050(W) AD(       ) 3
 QY0527  NAD 27      -  45 13 29.27061(N)    112 45 16.54732(W) AD(       ) 3
 QY0527  NGVD 29 (07/19/86) 1664.4    (m)         5461.     (f) VERT ANG       
 QY0527
 QY0527.Superseded values are not recommended for survey control.
 QY0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0527.See file dsdata.txt to determine how the superseded data were derived.
 QY0527
 QY0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6218509413(NAD 83)
 QY0527
 QY0527  HISTORY     - Date     Condition        Report By
 QY0527  HISTORY     - 1950     MONUMENTED       USGS
 QY0527  HISTORY     - 1961     GOOD             USGS
 QY0527
 QY0527                          STATION DESCRIPTION
 QY0527
 QY0527'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QY0527'STATION LOCATED IN SEC. 18, T 7 S, R 9 W, 18 FT. N. OF RD. CENTERLINE,
 QY0527'200 FT. NE. OF ROUND CLUMP OF COTTONWOOD TREES.
 QY0527'
 QY0527'TO REACH FROM DILLON POST OFFICE, GO S. 0.1 MI., TURN RIGHT AND GO W.
 QY0527'CROSSING RAILROAD TRACKS FOLLOWING MAIN TRAVELED RD. 7.5 MI. TO LARGE
 QY0527'HOUSE KNOWN AS STONEHOUSE.  TURN LEFT (S.) ON E. EDGE OF EASTERNMOST
 QY0527'BUILDING ON S. SIDE OF RD., FOLLOW LITTLE USED RD. FOR 0.5 MI. TO
 QY0527'FORK.  TAKE LEFT FORK FOR 0.9 MI. TO NEXT GATE AND ALONG RD. TO E.
 QY0527'FOR 0.2 MI. TO STATION.
 QY0527'
 QY0527'RECOVERED.
 QY0527'
 QY0527'STATION MARK--STANDARD USGS TABLET SET IN 3-IN. IRON PIPE, BURIED IN
 QY0527'GROUND PROJECTING 6-IN. ABOVE GROUND, STAMPED ---W-HUNT 1950 V.A.
 QY0527'5461---.
 QY0527'
 QY0527'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0550 ***********************************************************************
 QW0550  CBN         -  This is a Cooperative Base Network Control Station.
 QW0550  DESIGNATION -  HUNTER
 QW0550  PID         -  QW0550
 QW0550  STATE/COUNTY-  MT/CARBON
 QW0550  USGS QUAD   -  HUNTERS CREEK (1980)
 QW0550
 QW0550                         *CURRENT SURVEY CONTROL
 QW0550  ___________________________________________________________________
 QW0550* NAD 83(1999)-  45 02 17.78337(N)    108 51 03.49716(W)     ADJUSTED  
 QW0550* NAVD 88     -      1614.21   (meters)    5296.0    (feet)  LEVELING  
 QW0550  ___________________________________________________________________
 QW0550  X           -  -1,459,062.091 (meters)                     COMP
 QW0550  Y           -  -4,273,501.038 (meters)                     COMP
 QW0550  Z           -   4,491,488.269 (meters)                     COMP
 QW0550  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 QW0550  ELLIP HEIGHT-        1601.62  (meters)          (04/16/01) GPS OBS
 QW0550  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 QW0550
 QW0550  HORZ ORDER  -  B
 QW0550  VERT ORDER  -  THIRD ?
 QW0550  ELLP ORDER  -  FOURTH    CLASS II
 QW0550
 QW0550.The horizontal coordinates were established by GPS observations
 QW0550.and adjusted by the National Geodetic Survey in April 2001..
 QW0550.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0550.DATUM ITEM on the data sheet items page.
 QW0550
 QW0550.The orthometric height was determined by differential leveling.
 QW0550.The vertical network tie was performed by a horz. field party for horz.
 QW0550.obs reductions. Reset procedures were used to establish the elevation.
 QW0550
 QW0550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0550
 QW0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0550
 QW0550.The ellipsoidal height was determined by GPS observations
 QW0550.and is referenced to NAD 83.
 QW0550
 QW0550.The geoid height was determined by GEOID03.
 QW0550
 QW0550;                    North         East     Units Scale Factor Converg.
 QW0550;SPC MT       -    87,829.583   651,138.019   MT  0.99997724   +0 28 29.2
 QW0550;SPC MT       -   288,154.80  2,136,279.59   iFT  0.99997724   +0 28 29.2
 QW0550;SPC WYWC     -   504,122.456   592,044.521   MT  0.99993828   -0 04 17.2
 QW0550;UTM  12      - 4,989,448.700   669,263.528   MT  0.99995230   +1 31 15.5
 QW0550
 QW0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0550!SPC MT       -   0.99974895  x   0.99997724  =   0.99972620
 QW0550!SPC WYWC     -   0.99974895  x   0.99993828  =   0.99968725
 QW0550!UTM  12      -   0.99974895  x   0.99995230  =   0.99970126
 QW0550
 QW0550|---------------------------------------------------------------------|
 QW0550| PID    Reference Object                     Distance      Geod. Az  |
 QW0550|                                                           dddmmss.s |
 QW0550| CQ6770 HUNTER RM 1                          11.663 METERS 04342     |
 QW0550| CQ6769 HUNTER AZ MK                                       2025218.0 |
 QW0550| CQ6771 HUNTER RM 2                          11.741 METERS 31742     |
 QW0550|---------------------------------------------------------------------|
 QW0550
 QW0550                          SUPERSEDED SURVEY CONTROL
 QW0550
 QW0550  NAD 83(1992)-  45 02 17.78225(N)    108 51 03.49643(W) AD(       ) B
 QW0550  ELLIP H (05/15/92) 1601.70   (m)                       GP(       ) 4 2
 QW0550  NAD 83(1986)-  45 02 17.77659(N)    108 51 03.48406(W) AD(       ) 2
 QW0550  NAD 27      -  45 02 17.96200(N)    108 51 00.99490(W) AD(       ) 2
 QW0550  NGVD 29 (06/11/92) 1613.2    (m)         5293.     (f) GPS OBS        
 QW0550
 QW0550.Superseded values are not recommended for survey control.
 QW0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0550.See file dsdata.txt to determine how the superseded data were derived.
 QW0550
 QW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6926489449(NAD 83)
 QW0550_MARKER: DH = HORIZONTAL CONTROL DISK
 QW0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0550_SP_SET: CONCRETE POST
 QW0550_STAMPING: HUNTER 1957
 QW0550_MARK LOGO: CGS   
 QW0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0550+STABILITY: SURFACE MOTION
 QW0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0550+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1995
 QW0550
 QW0550  HISTORY     - Date     Condition        Report By
 QW0550  HISTORY     - 1957     MONUMENTED       CGS
 QW0550  HISTORY     - 1957     GOOD             CGS
 QW0550  HISTORY     - 1964     GOOD             CGS
 QW0550  HISTORY     - 1969     GOOD             USGS
 QW0550  HISTORY     - 19910829 GOOD             NGS
 QW0550  HISTORY     - 19931015 GOOD             NGS
 QW0550  HISTORY     - 19950127 GOOD             MTDOT
 QW0550  HISTORY     - 19951228 GOOD             MTDOT
 QW0550
 QW0550                          STATION DESCRIPTION
 QW0550
 QW0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QW0550'STATION IS ABOUT 13 MILES WEST-NORTHWEST OF FRANNIE, WYOMING,
 QW0550'9-1/2 MILES WEST AND 1 MILE SOUTH OF WARREN, MONTANA, 3 MILES
 QW0550'NORTH OF THE MONTANA-WYOMING STATE LINE, 3-1/2 MILES NORTHEAST
 QW0550'OF A SULPHUR PLANT, ON THE HIGHEST POINT OF THE CENTER ONE
 QW0550'OF THREE SAGE COVERED HILLS, AT THE NORTH END OF A HIGH RIDGE
 QW0550'LYING BETWEEN COTTONWOOD AND SILVER CREEK.
 QW0550'
 QW0550'STATION IS REACHED FROM THE RAILROAD CROSSING AT THE DEPOT
 QW0550'IN FRANNIE BY GOING WESTERLY ON A GRAVELED ROAD FOR 0.75 MILE
 QW0550'TO A BRIDGE SPANNING A CANAL, CONTINUE WESTERLY ON THE GRAVELED
 QW0550'ROAD FOR 0.65 MILE TO THE TOP OF A RIDGE AND A CROSSROADS
 QW0550'AT THE WEST EDGE OF AN OIL FIELD, CONTINUE WESTERLY ALONG
 QW0550'THE NORTH SIDE OF A TELEPHONE LINE FOR 2.9 MILES TO A REVERSE
 QW0550'FORK, CONTINUE WESTERLY ON THE MAIN ROAD FOR 7.5 MILES TO STATE
 QW0550'HIGHWAY 1505, TURN RIGHT AND GO NORTHERLY ON HIGHWAY 1505 FOR
 QW0550'0.05 MILE TO A FORK, BEAR RIGHT AND CONTINUE NORTHERLY FOR
 QW0550'0.55 MILE TO THREE LARGE SULPHUR STACKS ON THE RIGHT AND
 QW0550'THREE FORKS, TAKE THE EXTREME LEFT FORK AND GO NORTHEASTERLY
 QW0550'FOR 0.5 MILE TO A FORK, BEAR RIGHT AND GO 0.1 MILE TO A
 QW0550'CROSSROADS AT THE SULPHUR PLANT DUMP, TURN RIGHT AND FOLLOW A
 QW0550'TRACK ROAD EASTERLY FOR 0.55 MILE TO A FORK, BEAR LEFT AND
 QW0550'GO NORTHEASTERLY FOR 0.5 MILE TO A FORK, BEAR RIGHT AND GO 0.1
 QW0550'MILE TO A DIM CROSSROADS, CONTINUE STRAIGHT AHEAD, EAST
 QW0550'AND NORTHEAST FOR 2.3 MILES TO THE TOP OF A RIDGE AND THE
 QW0550'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHEASTERLY ON THE
 QW0550'TRACK ROAD FOR 0.25 MILE TO THE HIGHEST POINT AND THE
 QW0550'STATION ON THE RIGHT.
 QW0550'
 QW0550'STATION MARKS ARE STANDARD DISKS, STAMPED HUNTER 1957.  THE
 QW0550'SURFACE MARK IS SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING
 QW0550'5 INCHES.  IT IS 144 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 QW0550'AND 0.67 FEET SOUTHEAST OF A 2-INCH IRON PIPE.  THE IRON PIPE
 QW0550'BEARS A TAG STAMPED ELK ECC.  THE UNDERGROUND MARK IS SET
 QW0550'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 QW0550'SURFACE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTH
 QW0550'OF THE MARK.
 QW0550'
 QW0550'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUNTER NO 1 1957,
 QW0550'SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 QW0550'IT IS 168 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 QW0550'
 QW0550'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUNTER NO 2 1957,
 QW0550'SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 QW0550'IT IS 115 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 QW0550'
 QW0550'AZIMUTH MARK IS A STANDARD DISK STAMPED HUNTER 1957, CEMENTED
 QW0550'IN A DRILL HOLE IN ROCK OUTCROP AT THE NORTH EDGE OF THE RIDGE.
 QW0550'THE OUTCROP PROJECTS 1 FOOT TO THE NORTH AND IS FLUSH TO THE
 QW0550'SOUTH.  IT IS 40 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 QW0550'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 5 FEET SOUTH OF
 QW0550'THE MARK.
 QW0550
 QW0550                          STATION RECOVERY (1957)
 QW0550
 QW0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 QW0550'RECOVERED IN GOOD CONDITION.
 QW0550
 QW0550                          STATION RECOVERY (1964)
 QW0550
 QW0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (MLG)
 QW0550'THE STATION AND ITS R.M.S WERE RECOVERED AS DESCRIBED IN
 QW0550'GOOD CONDITION.  THE AZIMUTH MARK WAS ALSO RECOVERED IN GOOD
 QW0550'CONDITION.
 QW0550
 QW0550                          STATION RECOVERY (1969)
 QW0550
 QW0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JTD)
 QW0550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 310
 QW0550'AND STATE HWY. 308 (1.4 MI. S. OF BRIDGER, MONTANA) GO SW. ON
 QW0550'STATE HWY. 308 FOR 7.0 MI. TO RIVER BRIDGE.  CROSS BRIDGE
 QW0550'AND TAKE GRAVEL RD. LEFT FOR 1.0 MI. TO T-RD. JUNCTION.
 QW0550'TURN RIGHT AND FOLLOW MAIN RD. S. FOR 6.2 MI. TO DIM RD. LEFT.
 QW0550'TAKE DIM RD. LEFT FOR 4.2 MI. TO RD. FORK, TAKE LEFT FORK ACROSS
 QW0550'DRAIN AND THEN UP HILL FOR 1.6 MI. TO GATE.  PASS THROUGH
 QW0550'GATE AND CONTINUE ON FOR 2.3 MI. TO RD. FORK.  TAKE RIGHT FOR
 QW0550'0.05 MI.  THE STATION IS ABOUT 125 FT. SE. OF THE RD. AT THIS
 QW0550'POINT.
 QW0550'
 QW0550'STATION MARK--A USC AND GS BRONZE TABLET STAMPED HUNTER 1957
 QW0550'AND SET IN A CONCRETE POST THAT PROJECTS 0.5 FT
 QW0550
 QW0550                          STATION RECOVERY (1991)
 QW0550
 QW0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QW0550'THE STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTHWEST OF WARREN, 5 KM
 QW0550'(3.1 MI) NORTH OF THE MONTANA-WYOMING STATE LINE, 5 KM (3.1 MI) NORTH
 QW0550'OF AN AMOCO REFINERY AND ON THE HIGHEST POINT IN THE VICINITY.
 QW0550'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 308 AND 72,
 QW0550'ON THE SOUTH SIDE OF BELFRY, GO NORTHERLY ON STATE HIGHWAY 72 FOR
 QW0550'2.48 KM (1.54 MI) TO A PAVED ROAD RIGHT, AT MILE MARKER 12.  TURN
 QW0550'RIGHT AND GO EAST ON A PAVED ROAD FOR 3.28 KM (2.04 MI) TO A T-ROAD.
 QW0550'TURN RIGHT AND GO SOUTHEAST ON A GRAVEL ROAD FOR 20.8 KM (12.9 MI) TO
 QW0550'THE STATE LINE OF WYOMING.  CONTINUE SOUTHERLY ON COUNTY ROAD 1NG FOR
 QW0550'4.56 KM (2.83 MI) TO WHERE THE PAVEMENT STARTS.  CONTINUE
 QW0550'SOUTHEASTERLY ON THE MAIN ROAD THROUGH THE BASIN FOR 2.4 KM (1.5 MI)
 QW0550'TO A REVERSE FORK.  TURN SHARP LEFT AND GO NORTH AROUND THE WEST SIDE
 QW0550'OF A REFINERY FOR 0.96 KM (0.60 MI) TO THE END OF PAVEMENT.  CONTINUE
 QW0550'NORTH ON A PRIVATE ROAD FOR 1.04 KM (0.65 MI) TO A FORK.  TAKE THE
 QW0550'RIGHT FORK, PASS UNDER POWER LINES AND GO UPHILL ON A DIRT ROAD FOR
 QW0550'0.08 KM (0.05 MI) TO A FOUR-FORKED ROAD JUNCTION.  KEEP EAST,
 QW0550'STRAIGHT AHEAD ON THE 3RD FORK FROM THE LEFT, THEN NORTH AND GO
 QW0550'AROUND THE SOUTH END OF TWO RAVINES FOR 2.08 KM (1.29 MI) TO A 4-FOOT
 QW0550'IRON POST THAT MARKS AN HISTORIC OIL WELL NUMBER 1.  CONTINUE NORTH
 QW0550'ON THE FIELD ROAD FOR 3.44 KM (2.14 MI) TO THE TOP OF A SMALL RIDGE
 QW0550'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE FIELD ROAD
 QW0550'FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 QW0550'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 QW0550'CONCRETE POST PROJECTING 5 INCHES.  LOCATED 44.0 M (144.4 FT) EAST OF
 QW0550'THE FIELD ROAD AND 0.2 M (0.7 FT) EAST OF A 2-INCH IRON PIPE.
 QW0550
 QW0550                          STATION RECOVERY (1993)
 QW0550
 QW0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 QW0550'NOTE--4 W/D MAY BE NEEDED WHEN WET. STATION MARK, REFERENCE MARKS 1
 QW0550'AND 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. STATION
 QW0550'IS LOCATED ABOUT 30 KM (18.65 MI) NORTH OF POWELL, WYOMING, 5 KM (3.10
 QW0550'MI) NORTH OF THE MONTANA-WYOMING STATE LINE,  7 KM (4.35 MI) NORTH OF
 QW0550'AN AMERICAN OIL COMPANY REFINERY, ON A LOW BARE HILL.
 QW0550'OWNERSHIP--AMERICAN OIL COMPANY, MAY BE LEASED FROM THE US BUREAU OF
 QW0550'LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 14 ALTERNATE
 QW0550'AND STATE HIGHWAY 295 NORTH IN POWELL, WYOMING, GO NORTH ON HIGHWAY
 QW0550'295 FOR 13.28 KM (8.25 MI) TO A PAVED ROAD LEFT LEADING TO THE POWELL
 QW0550'MUNICIPAL AIRPORT.  CONTINUE AHEAD FOR 13.44 KM (8.35 MI) TO A FORK.
 QW0550'KEEP RIGHT ON HIGHWAY 295 FOR 0.90 KM (0.55 MI) TO END OF PAVEMENT ON
 QW0550'THE WEST SIDE OF THE REFINERY.  CONTINUE STRAIGHT AHEAD, NORTH, ON
 QW0550'GRAVEL ROAD FOR 0.9 KM (0.55 MI) TO A FORK.  BEAR RIGHT TO ANOTHER
 QW0550'FORK. BEAR RIGHT, UPGRADE, EASTERLY, ON ROUGH ROAD, PASSING UNDER
 QW0550'UTILITY LINES, FOR 0.09 KM (0.05 MI) TO A FOUR-WAY FORK ON TOP OF
 QW0550'RIDGE. CONTINUE AHEAD, EAST, DOWNGRADE, ON TRACK ROAD, PASSING AROUND
 QW0550'THE SOUTH END OF LARGE RAVINES FOR 2.05 KM (1.25 MI) TO A 1.4 M (4.6
 QW0550'FT) HIGH ROUND IRON POST (MARKER FOR HISTORIC OIL WELL NUMBER 1) ON
 QW0550'THE LEFT.  CONTINUE NORTHERLY ON TRACK ROAD FOR 3.40 KM (2.10 MI) TO
 QW0550'TOP OF A RIDGE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR
 QW0550'0.43 KM (0.25 MI) TO THE STATION ON THE RIGHT ON HIGH GROUND. STATION
 QW0550'MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 15
 QW0550'CM ABOVE GROUND.  IT IS 45.6 M (149.6 FT) EAST OF THE ROAD CENTER, AND
 QW0550'0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST. DESCRIBED BY
 QW0550'G.R.HEID
 QW0550
 QW0550                          STATION RECOVERY (1995)
 QW0550
 QW0550'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QW0550'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO SOME ROAD CHANGES
 QW0550'A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 9.3 MI (15.0
 QW0550'KM) SOUTHWEST OF WARREN, 3.1 MI (5.0 KM) NORTH OF THE WYOMING-MONTANA
 QW0550'STATE LINE, 3.1 MI (5.0 KM) NORTH OF AN AMOCO SULPHUR PLANT AND ON THE
 QW0550'HIGHEST POINT IN THE VICINITY.  TO REACH THE STATION FROM THE JUNCTION
 QW0550'OF STATE HIGHWAYS 308 AND 72, ON THE SOUTH SIDE OF BELFRY, GO
 QW0550'NORTHERLY ON STATE HIGHWAY 72 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD
 QW0550'RIGHT, AT MILE MARKER 12.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR
 QW0550'2.0 MI (3.2 KM) TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST ON A GRAVEL
 QW0550'ROAD FOR 12.9 MI (20.8 KM) TO THE STATE LINE. CONTINUE SOUTHERLY ON
 QW0550'COUNTY ROAD 1NG FOR 2.8 MI (4.5 KM) TO WHERE PAVEMENT STARTS.
 QW0550'CONTINUE SOUTHEAST ON THE MAIN ROAD THROUGH THE BASIN FOR 1.5 MI (2.4
 QW0550'KM) TO A REVERSE FORK.  TURN SHARP LEFT AND GO NORTH AROUND THE WEST
 QW0550'SIDE OF A SULPHUR PLANT FOR 0.6 MI (1.0 KM) TO THE END OF THE
 QW0550'PAVEMENT.  CONTINUE NORTH ON A GRAVEL ROAD FOR 0.8 MI (1.3 KM) TO A
 QW0550'FORK.  KEEP THE RIGHT FORK AND CONTINUE NORTHEAST OVER A RIDGE TO THE
 QW0550'TRAIL HEAD OF A DRAW.  CONTINUE ON THE TRAIL ALONG THE RIM OF THE
 QW0550'BASIN AROUND THE END OF TWO RAVINES FOR 1.3 MI (2.1 KM) TO A 4-FOOT
 QW0550'IRON POST THAT MARKS AN HISTORIC OIL WELL NUMBER 1. CONTINUE NORTH ON
 QW0550'A FIELD ROAD FOR 2.1 MI (3.4 KM) TO THE TOP OF A SMALL RIDGE AND THE
 QW0550'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE FIELD ROAD FOR 0.3 MI
 QW0550'(0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD DISK
 QW0550'SET IN THE TOP OF A 10-INCH SQUARE POST. IT IS 144.4 FT (44.0 M) EAST
 QW0550'OF THE FIELD ROAD AND 0.7 FT (21.3 CM) EAST OF A 2-INCH IRON PIPE.
 QW0550
 QW0550                          STATION RECOVERY (1995)
 QW0550
 QW0550'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QW0550'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0646 ***********************************************************************
 QW0646  DESIGNATION -  HUNTER
 QW0646  PID         -  QW0646
 QW0646  STATE/COUNTY-  MT/PARK
 QW0646  USGS QUAD   -  HUNTERS CREEK (1980)
 QW0646
 QW0646                         *CURRENT SURVEY CONTROL
 QW0646  ___________________________________________________________________
 QW0646* NAD 83(1993)-  45 02 17.77203(N)    108 51 03.47939(W)     ADJUSTED  
 QW0646* NAVD 88     -      1615.0    (meters)    5299.     (feet)  VERTCON   
 QW0646  ___________________________________________________________________
 QW0646  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 QW0646  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 QW0646
 QW0646  HORZ ORDER  -  THIRD
 QW0646
 QW0646.The horizontal coordinates were established by classical geodetic methods
 QW0646.and adjusted by the National Geodetic Survey in January 1997..
 QW0646
 QW0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0646
 QW0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0646
 QW0646.The geoid height was determined by GEOID03.
 QW0646
 QW0646;                    North         East     Units Scale Factor Converg.
 QW0646;SPC MT       -    87,829.237   651,138.411   MT  0.99997725   +0 28 29.2
 QW0646;SPC MT       -   288,153.66  2,136,280.88   iFT  0.99997725   +0 28 29.2
 QW0646;UTM  12      - 4,989,448.361   669,263.926   MT  0.99995230   +1 31 15.5
 QW0646
 QW0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0646!SPC MT       -   0.99974883  x   0.99997725  =   0.99972609
 QW0646!UTM  12      -   0.99974883  x   0.99995230  =   0.99970114
 QW0646
 QW0646                          SUPERSEDED SURVEY CONTROL
 QW0646
 QW0646  NAD 83(1992)-  45 02 17.75554(N)    108 51 03.46496(W) AD(       ) 3
 QW0646  NAD 83(1986)-  45 02 17.75574(N)    108 51 03.46529(W) AD(       ) 3
 QW0646  NGVD 29 (09/11/89) 1614.0    (m)         5295.     (f) VERT ANG       
 QW0646
 QW0646.Superseded values are not recommended for survey control.
 QW0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0646.See file dsdata.txt to determine how the superseded data were derived.
 QW0646
 QW0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6926489448(NAD 83)
 QW0646_MARKER: DS = TRIANGULATION STATION DISK
 QW0646_SETTING: 0 = UNSPECIFIED SETTING
 QW0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0646
 QW0646  HISTORY     - Date     Condition        Report By
 QW0646  HISTORY     - 1953     MONUMENTED       USGS
 QW0646
 QW0646                          STATION DESCRIPTION
 QW0646
 QW0646'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QW0646'STATION IS LOCATED ABOUT 2.5 MI. AIR NW. OF THE CRANDALL RANGER
 QW0646'STATION ON A TREE COVERED TOP WHICH IS THE SITE OF AN OLD ABANDONED
 QW0646'LOOKOUT TOWER.
 QW0646'
 QW0646'TO REACH FROM THE CRANDALL RANGER STATION, CROSS CRANDALL CREEK AND
 QW0646'FOLLOW THE N. FORK TRAIL, A HORSE TRAIL, W. UP THE N. FORK OF CRANDALL
 QW0646'CREEK TO AN INTERSECTING SIDE DRAIN AND A SIGN READING ---HUNTERS
 QW0646'PEAK LOOKOUT TRAIL---.  OLD TRAIL TO LOOKOUT IS HARD TO FOLLOW UNTIL
 QW0646'YOU GET ALMOST TO THE TOP BUT HORSES CAN BE WORKED UP NE. THROUGH THE
 QW0646'TREES TO HEAD OF DRAIN WHERE SWITCHBACK TRAIL TO THE TOP IS
 QW0646'INTERSECTED.
 QW0646'
 QW0646'STATION MARK - STANDARD TABLET CEMENTED IN ROCK AND STAMPED---HUNTER
 QW0646'1953---.
 QW0646'
 QW0646'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0512 ***********************************************************************
 QW0512  DESIGNATION -  HUNTLEY
 QW0512  PID         -  QW0512
 QW0512  STATE/COUNTY-  MT/YELLOWSTONE
 QW0512  USGS QUAD   -  INDIAN ARROW (1980)
 QW0512
 QW0512                         *CURRENT SURVEY CONTROL
 QW0512  ___________________________________________________________________
 QW0512* NAD 83(1992)-  45 48 53.71190(N)    108 12 20.83010(W)     ADJUSTED  
 QW0512* NAVD 88     -      1191.6    (meters)    3909.     (feet)  VERTCON   
 QW0512  ___________________________________________________________________
 QW0512  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 QW0512  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 QW0512
 QW0512  HORZ ORDER  -  FIRST
 QW0512
 QW0512.The horizontal coordinates were established by classical geodetic methods
 QW0512.and adjusted by the National Geodetic Survey in July 1992..
 QW0512
 QW0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0512
 QW0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0512
 QW0512.The geoid height was determined by GEOID03.
 QW0512
 QW0512;                    North         East     Units Scale Factor Converg.
 QW0512;SPC MT       -   174,745.860   700,543.882   MT  0.99960873   +0 56 48.2
 QW0512;SPC MT       -   573,313.19  2,298,372.32   iFT  0.99960873   +0 56 48.2
 QW0512;UTM  12      - 5,077,281.451   717,080.356   MT  1.00017937   +2 00 16.2
 QW0512
 QW0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0512!SPC MT       -   0.99981539  x   0.99960873  =   0.99942419
 QW0512!UTM  12      -   0.99981539  x   1.00017937  =   0.99999473
 QW0512
 QW0512|---------------------------------------------------------------------|
 QW0512| PID    Reference Object                     Distance      Geod. Az  |
 QW0512|                                                           dddmmss.s |
 QW0512| CQ6774 HUNTLEY RM 3                         49.311 METERS 05150     |
 QW0512| CQ6776 HUNTLEY RM 5 AZIMUTH                               0550917.0 |
 QW0512| CQ6772 HUNTLEY RM 1 AZIMUTH                               13839     |
 QW0512| CQ6775 HUNTLEY RM 4                         67.986 METERS 14526     |
 QW0512| CQ6773 HUNTLEY RM 2                                       20213     |
 QW0512| QW0568 GREENO TELECOMMUN MICROWAVE         APPROX.45.4 KM 2274046.9 |
 QW0512| QW0517 BILLINGS JCT MTN ST MICROWAVE       APPROX.17.6 KM 2371059.3 |
 QW0512| QW0522 BILLINGS TV STA KULR MAST           APPROX.20.3 KM 2523313.7 |
 QW0512| QW0523 BILLINGS TV STA KOOK MAST           APPROX.20.3 KM 2544829.2 |
 QW0512|---------------------------------------------------------------------|
 QW0512
 QW0512                          SUPERSEDED SURVEY CONTROL
 QW0512
 QW0512  NAD 83(1986)-  45 48 53.70726(N)    108 12 20.80647(W) AD(       ) 1
 QW0512  NAD 27      -  45 48 53.87200(N)    108 12 18.33900(W) AD(       ) 1
 QW0512  NGVD 29 (07/19/86) 1190.8    (m)         3907.     (f) VERT ANG       
 QW0512
 QW0512.Superseded values are not recommended for survey control.
 QW0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0512.See file dsdata.txt to determine how the superseded data were derived.
 QW0512
 QW0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR1708077281(NAD 83)
 QW0512_MARKER: Z = SEE DESCRIPTION
 QW0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0512
 QW0512  HISTORY     - Date     Condition        Report By
 QW0512  HISTORY     - 1925     MONUMENTED       CGS
 QW0512  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QW0512
 QW0512                          STATION DESCRIPTION
 QW0512
 QW0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 QW0512'ABOUT 14 MILES AIR LINE NORTH OF EAST OF BILLINGS, 6 MILES
 QW0512'AIR LINE SOUTHEAST OF HUNTLEY, 3 MILES EAST OF PRYORS CREEK,
 QW0512'4 MILES WEST OF NORTH FROM SCHOOLHOUSE ON CUSTER HIGHWAY,
 QW0512'1/2 MILE WEST OF ROAD LEADING NORTH AND WEST FROM SCHOOLHOUSE
 QW0512'TO SQUAW CREEK, ON HIGHEST POINT IN VICINITY, IN CULTIVATED
 QW0512'FIELD, WESTWARD OF 2 GRAIN SHEDS IN SAME FIELD, ONE ABOUT
 QW0512'300 METERS (984 FEET) AND OTHER ABOUT 500 METERS (1,640 FEET)
 QW0512'DISTANT, 75 METERS (246 FEET) SOUTH OF DRAW HEADING UP TO
 QW0512'WESTWARD, AND 250 METERS (820 FEET) NORTH OF ANOTHER DRAW.
 QW0512'BETWEEN THESE TWO DRAWS IS A LEVEL RIDGE EXTENDING 1/2 MILE
 QW0512'TO WEST.  STATION IS JUST WEST OF OLD ROTTED STRAW STACK
 QW0512'WHICH HAS BEEN PARTLY BURNED.  TO REACH STATION FOLLOW
 QW0512'CUSTER BATTLEFIELD HIGHWAY TO SCHOOLHOUSE (1 MILE WEST OF
 QW0512'HALEYS FARM HOUSE) ON MESA JUST EAST OF DESCENT TO PRYOR
 QW0512'CREEK.  FROM SCHOOLHOUSE GO NORTH ABOUT 1 MILE TO END OF
 QW0512'LANE, THEN WEST 3/4 MILE TO ANGLING ROAD RUNNING NORTHWEST
 QW0512'ACROSS FIELD.  FOLLOW ROAD NORTH AND WEST TO GATE AT SOUTH
 QW0512'END OF LANE, TURN WEST ALONG SOUTH SIDE OF WIRE FENCE
 QW0512'HAVING IRON FENCE POSTS.  GO WEST ABOUT 300 METERS (984
 QW0512'FEET) TO GATE, THROUGH GATE AND AROUND LEFT SIDE OF
 QW0512'CULTIVATED FIELD ABOUT 1/3 MILE TO STATION.  TRUCK CAN
 QW0512'BE DRIVEN TO STATION.  CHARACTER OF STATION AND REFERENCE
 QW0512'MARKS NOT RECORDED.  REFERENCE MARK NO. 1 IS 338.3
 QW0512'METERS (1,110 FEET) FROM STATION S 41 DEG 21 MIN E.
 QW0512'NO. 2 IS 80.62 METERS (294.0 FEET) FROM STATIO
 QW0512'S 22 DEG 13 MIN W.  IN 1925 NEW ROAD WAS BEING BUILT
 QW0512'NORTH AND SOUTH ABOUT 1/4 MILE EAST OF STATION.
 QW0512
 QW0512                          STATION RECOVERY (1972)
 QW0512
 QW0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 QW0512'THE STATION MARK WAS RECOVERED BUT WAS FOUND TO HAVE BEEN
 QW0512'DAMAGED BY FARM EQUIPMENT AND WAS REINFORCED.  REFERENCE MARKS
 QW0512'1 AND 2 WERE NOT RECOVERED.  REFERENCE MARKS 3, 4 AND 5
 QW0512'WERE ESTABLISHED AT THIS DATE.  DUE TO CHANGES IN THE ROADS
 QW0512'IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 QW0512'
 QW0512'THE STATION IS LOCATED ABOUT 30 MILES WEST-NORTHWEST OF HARDIN,
 QW0512'18 MILES NORTHEAST OF BILLINGS, 7 MILES SOUTHEAST OF HUNTLEY
 QW0512'AND ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  THE
 QW0512'PROPERTY IS OWNED BY MR. DAN BABCOX, HUNTLEY, MONTANA, PHONE
 QW0512'NUMBER 967-3645.
 QW0512'
 QW0512'FROM THE POST OFFICE IN HUNTLEY GO SOUTH ON STATE HIGHWAY
 QW0512'522 FOR 0.8 MILE TO THE UNDERPASS FOR INTERSTATE HIGHWAY
 QW0512'94.  CONTINUE SOUTH ON THE SURFACED ROAD FOR 1.0 MILES TO A
 QW0512'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON THE WINDING
 QW0512'GRAVELED ROAD FOR 6.9 MILES TO A SIDE ROAD LEFT AND SIGN,
 QW0512'DANN BABCOX.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.4
 QW0512'MILE TO A SIDE ROAD RIGHT AND REFERENCE MARK 5 SET IN THE
 QW0512'WEST RIGHT-OF-WAY FENCE.  TURN RIGHT AND GO WEST ON THE
 QW0512'FIELD ROAD FOR 0.4 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND
 QW0512'GO SOUTHERLY ON THE TRACK ROAD FOR 0.3 MILE TO THE STATION
 QW0512'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 QW0512'
 QW0512'THE STATION MARK IS A STANDARD DISK STAMPED HUNTLEY 1925,
 QW0512'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 QW0512'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 225 FEET
 QW0512'NORTHWEST OF A METAL WITNESS POST WITH SIGN, 195 FEET SOUTH
 QW0512'OF THE CENTER OF A TRACK ROAD, 163 FEET SOUTHWEST OF A METAL
 QW0512'WITNESS POST WITH SIGN AND 4 FEET NORTH OF A METAL WITNESS
 QW0512'POST WITH SIGN.
 QW0512'
 QW0512'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HUNTLEY 1925
 QW0512'NO 3 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 QW0512'IS 12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE
 QW0512'GROUND SURFACE.  IT IS 165 FEET SOUTHEAST OF THE CENTER OF
 QW0512'THE TRACK ROAD AND 2 FEET SOUTH OF A METAL WITNESS POST WITH
 QW0512'SIGN.
 QW0512'
 QW0512'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HUNTLEY 1925
 QW0512'NO 4 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 QW0512'IS 12-INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 QW0512'SURFACE.  IT IS 2 FEET NORTH OF A METAL WITNESS POST WITH
 QW0512'SIGN.
 QW0512'
 QW0512'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HUNTLEY 1925
 QW0512'NO 5 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 QW0512'IS 12-INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE
 QW0512'GROUND SURFACE.  IT IS 30 FEET WEST OF THE CENTER OF THE
 QW0512'GRAVELED ROAD, 12 FEET SOUTH OF THE SOUTH GATE POST AND 1 FOOT
 QW0512'WEST OF A METAL WITNESS POST WITH SIGN SET IN THE WEST
 QW0512'RIGHT-OF-WAY FENCE.
 QW0512'
 QW0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 QW0512'SOUTHEAST OF HUNTLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1562 ***********************************************************************
 SS1562  DESIGNATION -  HUNTLEY
 SS1562  PID         -  SS1562
 SS1562  STATE/COUNTY-  MT/CHOUTEAU
 SS1562  USGS QUAD   -  LANDER CROSSING (1954)
 SS1562
 SS1562                         *CURRENT SURVEY CONTROL
 SS1562  ___________________________________________________________________
 SS1562* NAD 83(1992)-  47 41 15.98238(N)    110 58 31.17487(W)     ADJUSTED  
 SS1562* NAVD 88     -       971.2    (meters)    3186.     (feet)  VERTCON   
 SS1562  ___________________________________________________________________
 SS1562  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 SS1562  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS1562
 SS1562  HORZ ORDER  -  FIRST
 SS1562
 SS1562.The horizontal coordinates were established by classical geodetic methods
 SS1562.and adjusted by the National Geodetic Survey in July 1992..
 SS1562
 SS1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1562
 SS1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1562
 SS1562.The geoid height was determined by GEOID03.
 SS1562
 SS1562;                    North         East     Units Scale Factor Converg.
 SS1562;SPC MT       -   383,040.131   489,306.705   MT  0.99946210   -1 04 45.1
 SS1562;SPC MT       - 1,256,693.34  1,605,336.96   iFT  0.99946210   -1 04 45.1
 SS1562;UTM  12      - 5,281,598.720   501,851.621   MT  0.99960004   +0 01 05.7
 SS1562
 SS1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1562!SPC MT       -   0.99985006  x   0.99946210  =   0.99931224
 SS1562!UTM  12      -   0.99985006  x   0.99960004  =   0.99945016
 SS1562
 SS1562|---------------------------------------------------------------------|
 SS1562| PID    Reference Object                     Distance      Geod. Az  |
 SS1562|                                                           dddmmss.s |
 SS1562| CQ6779 HUNTLEY RM 2                          9.495 METERS 00556     |
 SS1562| CQ6777 HUNTLEY AZ MK                                      0734457.9 |
 SS1562| CQ6778 HUNTLEY RM 1                         10.878 METERS 26713     |
 SS1562|---------------------------------------------------------------------|
 SS1562
 SS1562                          SUPERSEDED SURVEY CONTROL
 SS1562
 SS1562  NAD 83(1986)-  47 41 15.97939(N)    110 58 31.15386(W) AD(       ) 1
 SS1562  NAD 27      -  47 41 16.10500(N)    110 58 28.34800(W) AD(       ) 1
 SS1562  NGVD 29 (07/19/86)  970.3    (m)         3183.     (f) VERT ANG       
 SS1562
 SS1562.Superseded values are not recommended for survey control.
 SS1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1562.See file dsdata.txt to determine how the superseded data were derived.
 SS1562
 SS1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT0185281599(NAD 83)
 SS1562_MARKER: DS = TRIANGULATION STATION DISK
 SS1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1562
 SS1562  HISTORY     - Date     Condition        Report By
 SS1562  HISTORY     - 1949     MONUMENTED       CGS
 SS1562  HISTORY     - 1968     GOOD             CGS
 SS1562
 SS1562                          STATION DESCRIPTION
 SS1562
 SS1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1562'STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF FLOWEREE, 7
 SS1562'MILES SOUTH-SOUTHWEST CARTER, ON A HIGH CULTIVATED RIDGE ABOUT
 SS1562'1 MILE EAST OF HIGHWOOD CREEK, 39 FEET EAST OF A FENCE, 8
 SS1562'FEET NORTH OF A WITNESS POST AND ON LAND OWNED BY MR. ARTHUR
 SS1562'OLSON.
 SS1562'
 SS1562'TO REACH FROM THE POST OFFICE IN FORT BENTON, GO EAST ACROSS
 SS1562'THE BRIDGE FOR 0.2 MILE TO A FORK, TURN RIGHT FOR 4.8 MILES
 SS1562'TO A FORK, KEEP RIGHT FOR 2.2 MILES TO A CROSS ROAD, CONTINUE
 SS1562'WEST FOR 3.5 MILES TO A T-ROAD LEFT, CONTINUE WEST FOR 0.2
 SS1562'MILE TO A T-ROAD LEFT, TURN LEFT AND GO SOUTH FOR 1.8 MILES TO
 SS1562'A T-ROAD RIGHT, TURN RIGHT AND GO WEST FOR 1.5 MILES, TURN LEFT
 SS1562'FOR 0.1 MILE TO A T-ROAD, TURN RIGHT AND GO WEST FOR 2.0
 SS1562'MILES TO A T-ROAD, TURN LEFT AND GO SOUTH FOR 0.5 MILE TO A
 SS1562'T-ROAD AND 3 MAIL BOXES ON THE LEFT, TURN RIGHT AND GO WEST
 SS1562'FOR 1.7 MILES TO A CROSS ROAD, TURN RIGHT AND GO NORTH FOR
 SS1562'0.15 MILE, KEEP LEFT FORK FOR 0.6 MILE TO A WHITE HOUSE,
 SS1562'CONTINUE NORTHWEST ON TRACK ROAD FOR 0.8 MILE TO COULEE ON
 SS1562'LEFT AND 3 GRAIN BINS, CONTINUE NORTH FOR 0.5 MILE,
 SS1562'TURN LEFT AND GO WEST FOR 0.6 MILE TO 3 OLD SHEDS AND
 SS1562'THE AZIMUTH MARK, FOLLOW AROUND THE NORTH EDGE OF THE FIELD
 SS1562'FOR 0.55 MILE TO THE STATION.
 SS1562'
 SS1562'STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HUNTLEY
 SS1562'1949.
 SS1562'
 SS1562'REFERENCE MARK NO. 1 IS 3 FEET EAST OF A FENCE.  THE MARK
 SS1562'PROJECTS 8 INCHES AND THE DISK IS STAMPED HUNTLEY NO 1 1949.
 SS1562'
 SS1562'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 SS1562'HUNTLEY NO 2 1949.
 SS1562'
 SS1562'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE EAST OF THE STATION,
 SS1562'44.5 FEET WEST OF THE NORTHWEST CORNER OF THE MIDDLE SHED,
 SS1562'(GROUP OF 3), 5 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 SS1562'8 INCHES AND THE DISK IS STAMPED HUNTLEY 1949.
 SS1562'
 SS1562'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SS1562'SQUARE CONCRETE POSTS.
 SS1562'
 SS1562'A 4-FOOT STAND AT HUNTLEY WILL SEE 4-FOOT STANDS AT SHEPHERD
 SS1562'(MO. RC), KUICH (USGS), FLOWEREE (USGS), BLACK AND CARTER.
 SS1562
 SS1562                          STATION RECOVERY (1968)
 SS1562
 SS1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 SS1562'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2
 SS1562'WERE RECOVERED.  THE AZIMUTH MARK IS NOT AS IS STATED IN THE 1949
 SS1562'DESCRIPTION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE
 SS1562'MARKS, THE DISTANCE IS CORRECT A SLIGHT DIFFERENCE WAS FOUND IN
 SS1562'THE DIRECTION.  THE LOCATION AND THE ROUTE TO THE STATION ARE
 SS1562'ADEQUATE.  ALL MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0281 ***********************************************************************
 TN0281  DESIGNATION -  HWY 2 STA 362+013
 TN0281  PID         -  TN0281
 TN0281  STATE/COUNTY-  MT/LINCOLN
 TN0281  USGS QUAD   -  LOON LAKE (1983)
 TN0281
 TN0281                         *CURRENT SURVEY CONTROL
 TN0281  ___________________________________________________________________
 TN0281* NAD 83(1986)-  48 05 12.     (N)    115 09 17.     (W)     SCALED    
 TN0281* NAVD 88     -      1036.087  (meters)    3399.23   (feet)  ADJUSTED  
 TN0281  ___________________________________________________________________
 TN0281  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 TN0281  DYNAMIC HT  -        1036.061 (meters)    3399.14  (feet)  COMP
 TN0281  MODELED GRAV-     980,551.5   (mgal)                       NAVD 88
 TN0281
 TN0281  VERT ORDER  -  SECOND    CLASS 0
 TN0281
 TN0281.The horizontal coordinates were scaled from a topographic map and have
 TN0281.an estimated accuracy of +/- 6 seconds.
 TN0281
 TN0281.The orthometric height was determined by differential leveling
 TN0281.and adjusted by the National Geodetic Survey in June 1991..
 TN0281
 TN0281.The geoid height was determined by GEOID03.
 TN0281
 TN0281.The dynamic height is computed by dividing the NAVD 88
 TN0281.geopotential number by the normal gravity value computed on the
 TN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0281.degrees latitude (g = 980.6199 gals.).
 TN0281
 TN0281.The modeled gravity was interpolated from observed gravity values.
 TN0281
 TN0281;                    North         East    Units  Estimated Accuracy
 TN0281;SPC MT       -   441,520.      179,270.      MT  (+/- 180 meters Scaled)
 TN0281
 TN0281                          SUPERSEDED SURVEY CONTROL
 TN0281
 TN0281  NGVD 29 (??/??/92) 1034.884  (m)         3395.28   (f) ADJ UNCH    2 0
 TN0281
 TN0281.Superseded values are not recommended for survey control.
 TN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0281.See file dsdata.txt to determine how the superseded data were derived.
 TN0281
 TN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP374275(NAD 83)
 TN0281_MARKER: DD = SURVEY DISK
 TN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0281_STAMPING: 583 362+013 3395.98
 TN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0281+STABILITY: SURFACE MOTION
 TN0281
 TN0281  HISTORY     - Date     Condition        Report By
 TN0281  HISTORY     - UNK      MONUMENTED       MTDH
 TN0281  HISTORY     - 1952     GOOD             NGS
 TN0281
 TN0281                          STATION DESCRIPTION
 TN0281
 TN0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0281'0.7 MI NW FROM HAPPYS INN.
 TN0281'0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0281'HAPPYS INN, AT THE Y JUNCTION OF THE OLD ELK HILL ROAD, AT THE
 TN0281'APPROXIMATE CENTER OF A CUT, 68 FEET NORTHWEST OF THE APPROXIMATE
 TN0281'CENTER OF THE JUNCTION, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 TN0281'HIGHWAY, 34 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 1 FOOT
 TN0281'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST MARKED
 TN0281'SNFAP 58C FAP 58 F PROJECTING 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0139 ***********************************************************************
 RW0139  DESIGNATION -  HWY 89 STA 202+50.3 PT
 RW0139  PID         -  RW0139
 RW0139  STATE/COUNTY-  MT/CASCADE
 RW0139  USGS QUAD   -  KINGS HILL (1995)
 RW0139
 RW0139                         *CURRENT SURVEY CONTROL
 RW0139  ___________________________________________________________________
 RW0139* NAD 83(1986)-  46 50 27.     (N)    110 41 41.     (W)     SCALED    
 RW0139* NAVD 88     -      2254.670  (meters)    7397.20   (feet)  ADJUSTED  
 RW0139  ___________________________________________________________________
 RW0139  GEOID HEIGHT-         -10.91  (meters)                     GEOID03
 RW0139  DYNAMIC HT  -        2253.897 (meters)    7394.66  (feet)  COMP
 RW0139  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 RW0139
 RW0139  VERT ORDER  -  SECOND    CLASS 0
 RW0139
 RW0139.The horizontal coordinates were scaled from a topographic map and have
 RW0139.an estimated accuracy of +/- 6 seconds.
 RW0139
 RW0139.The orthometric height was determined by differential leveling
 RW0139.and adjusted by the National Geodetic Survey in June 1991..
 RW0139
 RW0139.The geoid height was determined by GEOID03.
 RW0139
 RW0139.The dynamic height is computed by dividing the NAVD 88
 RW0139.geopotential number by the normal gravity value computed on the
 RW0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0139.degrees latitude (g = 980.6199 gals.).
 RW0139
 RW0139.The modeled gravity was interpolated from observed gravity values.
 RW0139
 RW0139;                    North         East    Units  Estimated Accuracy
 RW0139;SPC MT       -   288,590.      508,920.      MT  (+/- 180 meters Scaled)
 RW0139
 RW0139                          SUPERSEDED SURVEY CONTROL
 RW0139
 RW0139  NGVD 29 (??/??/92) 2253.458  (m)         7393.22   (f) ADJ UNCH    2 0
 RW0139
 RW0139.Superseded values are not recommended for survey control.
 RW0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0139.See file dsdata.txt to determine how the superseded data were derived.
 RW0139
 RW0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS232875(NAD 83)
 RW0139_MARKER: DD = SURVEY DISK
 RW0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0139_STAMPING: P T 202+50.3 1934
 RW0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0139+STABILITY: SURFACE MOTION
 RW0139
 RW0139  HISTORY     - Date     Condition        Report By
 RW0139  HISTORY     - 1934     MONUMENTED       BPR
 RW0139
 RW0139                          STATION DESCRIPTION
 RW0139
 RW0139'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1934
 RW0139'8.6 MI S FROM NEIHART.
 RW0139'8.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM NEIHART, CASCADE COUNTY, 66
 RW0139'FEET FROM THE TOP OF KINGS HILL, 93 FEET EAST OF THE CENTERLINE OF THE
 RW0139'HIGHWAY, 16 FEET SOUTH OF A POLE BEARING A TRANSFORMER, AND IN LINE
 RW0139'WITH THE ROW OF POLES.  A UNITED STATES BUREAU OF PUBLIC ROADS
 RW0139'STANDARD DISK, STAMPED P T 202+50.3 1934 AND SET IN THE TOP OF A
 RW0139'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0135 ***********************************************************************
 QY0135  DESIGNATION -  HWY 91 STA 467+91.60
 QY0135  PID         -  QY0135
 QY0135  STATE/COUNTY-  MT/BEAVERHEAD
 QY0135  USGS QUAD   -  GLEN SE (1979)
 QY0135
 QY0135                         *CURRENT SURVEY CONTROL
 QY0135  ___________________________________________________________________
 QY0135* NAD 83(1992)-  45 15 08.17329(N)    112 33 49.47029(W)     ADJUSTED  
 QY0135* NAVD 88     -      1581.249  (meters)    5187.81   (feet)  ADJUSTED  
 QY0135  ___________________________________________________________________
 QY0135  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 QY0135  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 QY0135  DYNAMIC HT  -        1580.617 (meters)    5185.74  (feet)  COMP
 QY0135  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 QY0135
 QY0135  HORZ ORDER  -  SECOND
 QY0135  VERT ORDER  -  FIRST     CLASS II
 QY0135
 QY0135.This mark is at Dillon Airport (DLN)
 QY0135
 QY0135.The horizontal coordinates were established by classical geodetic methods
 QY0135.and adjusted by the National Geodetic Survey in July 1992..
 QY0135
 QY0135.The orthometric height was determined by differential leveling
 QY0135.and adjusted by the National Geodetic Survey in June 1991..
 QY0135
 QY0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0135
 QY0135.The geoid height was determined by GEOID03.
 QY0135
 QY0135.The dynamic height is computed by dividing the NAVD 88
 QY0135.geopotential number by the normal gravity value computed on the
 QY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0135.degrees latitude (g = 980.6199 gals.).
 QY0135
 QY0135.The modeled gravity was interpolated from observed gravity values.
 QY0135
 QY0135;                    North         East     Units Scale Factor Converg.
 QY0135;SPC MT       -   116,100.642   359,591.526   MT  0.99985794   -2 14 28.1
 QY0135;SPC MT       -   380,907.62  1,179,762.22   iFT  0.99985794   -2 14 28.1
 QY0135;UTM  12      - 5,012,164.429   377,295.369   MT  0.99978513   -1 06 38.6
 QY0135
 QY0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0135!SPC MT       -   0.99975393  x   0.99985794  =   0.99961190
 QY0135!UTM  12      -   0.99975393  x   0.99978513  =   0.99953911
 QY0135
 QY0135:                Primary Azimuth Mark                     Grid Az
 QY0135:SPC MT       -  DILLON                                   262 08 40.1
 QY0135:UTM  12      -  DILLON                                   261 00 50.6
 QY0135
 QY0135|---------------------------------------------------------------------|
 QY0135| PID    Reference Object                     Distance      Geod. Az  |
 QY0135|                                                           dddmmss.s |
 QY0135| QY0524 DILLON                              APPROX. 8.3 KM 2595412.0 |
 QY0135|---------------------------------------------------------------------|
 QY0135
 QY0135                          SUPERSEDED SURVEY CONTROL
 QY0135
 QY0135  NAD 83(1986)-  45 15 08.17355(N)    112 33 49.46823(W) AD(       ) 2
 QY0135  NAD 27      -  45 15 08.45600(N)    112 33 46.40600(W) AD(       ) 2
 QY0135  NGVD 29 (??/??/92) 1580.110  (m)         5184.08   (f) ADJ UNCH    1 2
 QY0135
 QY0135.Superseded values are not recommended for survey control.
 QY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0135.See file dsdata.txt to determine how the superseded data were derived.
 QY0135
 QY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR7729512164(NAD 83)
 QY0135_MARKER: P = PIPE CAP
 QY0135_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QY0135_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QY0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0135
 QY0135  HISTORY     - Date     Condition        Report By
 QY0135  HISTORY     - 1956     MONUMENTED       CGS
 QY0135  HISTORY     - 1958     SEE DESCRIPTION  CGS
 QY0135  HISTORY     - 1962     GOOD             NGS
 QY0135
 QY0135                          STATION DESCRIPTION
 QY0135
 QY0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0135'THE STATION IS LOCATED AT THE DILLON MUNICIPAL AIRPORT AND
 QY0135'LIES ABOUT 4 MILES EAST-NORTHEAST OF DILLON, ABOUT 0.4 MILE
 QY0135'WEST OF THE AIRPORT BEACON, ABOUT 0.15 MILE NORTH OF SEVERAL
 QY0135'PRIVATE HANGARS, ABOUT 0.1 MILE SOUTH OF THE AIRPORT ACCESS
 QY0135'ROAD AND ON AN OPEN GRASSY PLAIN.
 QY0135'
 QY0135'TO REACH FROM THE POST OFFICE AT DILLON.  GO WEST FOR ONE
 QY0135'BLOCK.  TURN RIGHT, ONTO U.S. HIGHWAY 91, AND GO NORTH FOR
 QY0135'0.6 MILE.  CONTINUE STRAIGHT AHEAD, ON STATE HIGHWAY 41, AND
 QY0135'GO NORTH FOR 3.6 MILES.  TURN RIGHT, ONTO A GRADED ROAD, AND
 QY0135'GO EASTERLY FOR 0.5 MILE.  TURN RIGHT AND GO ACROSS COUNTRY,
 QY0135'SOUTH, FOR 0.1 MILE TO THE STATION.
 QY0135'
 QY0135'THE STATION IS A U.S. BUREAU OF RECLAMATION BENCH MARK DISK,
 QY0135'UNSTAMPED, FIXED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS
 QY0135'2 INCHES.
 QY0135
 QY0135                          STATION RECOVERY (1958)
 QY0135
 QY0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 QY0135'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QY0135'THE MARK IS ABOUT 150 YARDS WEST OF THE WEST RUNWAY FENCE.
 QY0135
 QY0135                          STATION RECOVERY (1962)
 QY0135
 QY0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QY0135'5.2 MI NE FROM DILLON.
 QY0135'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 QY0135'STATION AT DILLON, THENCE 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 41,
 QY0135'THENCE 0.5 MILE EAST ALONG THE AIRPORT ROAD, THENCE 0.1 MILE SOUTH
 QY0135'ACROSS COUNTRY, ON AN OPEN GRASSY PLAIN, ABOUT 0.13 MILE NORTHWEST OF
 QY0135'THREE PRIVATE HANGARS, 282 FEET WEST-SOUTHWEST OF A FENCE CORNER, 17
 QY0135'FEET NORTHWEST OF THE CENTER LINE OF A DIM TRACK ROAD, 240 FEET WEST
 QY0135'OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH TO HANGARS, 4.0 FEET
 QY0135'SOUTH OF A WITNESS POST, A CAP ON THE TOP OF A 2-INCH PIPE PROJECTING
 QY0135'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0590 ***********************************************************************
 RU0590  DESIGNATION -  HYSHAM WT
 RU0590  PID         -  RU0590
 RU0590  STATE/COUNTY-  MT/TREASURE
 RU0590  USGS QUAD   -  HYSHAM (1983)
 RU0590
 RU0590                         *CURRENT SURVEY CONTROL
 RU0590  ___________________________________________________________________
 RU0590* NAD 83(1992)-  46 17 37.69087(N)    107 13 51.08958(W)     ADJUSTED  
 RU0590* NAVD 88     -       848.7    (meters)    2784.     (feet)  VERTCON   
 RU0590  ___________________________________________________________________
 RU0590  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 RU0590  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 RU0590
 RU0590  HORZ ORDER  -  THIRD
 RU0590
 RU0590.The horizontal coordinates were established by classical geodetic methods
 RU0590.and adjusted by the National Geodetic Survey in July 1992..
 RU0590
 RU0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0590
 RU0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0590
 RU0590.The geoid height was determined by GEOID03.
 RU0590
 RU0590;                    North         East     Units Scale Factor Converg.
 RU0590;SPC MT       -   229,650.482   774,725.553   MT  0.99947070   +1 39 35.6
 RU0590;SPC MT       -   753,446.46  2,541,750.50   iFT  0.99947070   +1 39 35.6
 RU0590;UTM  13      - 5,129,110.553   328,177.956   MT  0.99996292   -1 36 47.0
 RU0590
 RU0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0590!SPC MT       -   0.99986930  x   0.99947070  =   0.99934007
 RU0590!UTM  13      -   0.99986930  x   0.99996292  =   0.99983223
 RU0590
 RU0590                          SUPERSEDED SURVEY CONTROL
 RU0590
 RU0590  NAD 83(1986)-  46 17 37.68422(N)    107 13 51.06341(W) AD(       ) 4
 RU0590  NAD 27      -  46 17 37.73226(N)    107 13 48.83471(W) AD(       ) 3
 RU0590  NGVD 29 (07/19/86)  848.1    (m)         2782.     (f) VERT ANG       
 RU0590
 RU0590.Superseded values are not recommended for survey control.
 RU0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0590.See file dsdata.txt to determine how the superseded data were derived.
 RU0590
 RU0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM2817829111(NAD 83)
 RU0590_MARKER: 54 = WATER TOWER
 RU0590
 RU0590  HISTORY     - Date     Condition        Report By
 RU0590  HISTORY     - 1957     FIRST OBSERVED   USGS
 RU0590
 RU0590                          STATION DESCRIPTION
 RU0590
 RU0590'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RU0590'INTERSECTED STATION. NO DESCRIPTION AVAILABLE.
 RU0590'
 RU0590'INTERSECTED FROM FROZE NGS, HAINES, MYERS, TINSLEY NGS, AND VANANDA.
 RU0590'
 RU0590'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0251 ***********************************************************************
 PZ0251  DESIGNATION -  I
 PZ0251  PID         -  PZ0251
 PZ0251  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0251  USGS QUAD   -  LIMA (1979)
 PZ0251
 PZ0251                         *CURRENT SURVEY CONTROL
 PZ0251  ___________________________________________________________________
 PZ0251* NAD 83(1986)-  44 38 10.     (N)    112 35 23.     (W)     SCALED    
 PZ0251* NAVD 88     -      1907.992  (meters)    6259.80   (feet)  ADJUSTED  
 PZ0251  ___________________________________________________________________
 PZ0251  GEOID HEIGHT-         -10.26  (meters)                     GEOID03
 PZ0251  DYNAMIC HT  -        1906.954 (meters)    6256.40  (feet)  COMP
 PZ0251  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 PZ0251
 PZ0251  VERT ORDER  -  FIRST     CLASS II
 PZ0251
 PZ0251.The horizontal coordinates were scaled from a topographic map and have
 PZ0251.an estimated accuracy of +/- 6 seconds.
 PZ0251
 PZ0251.The orthometric height was determined by differential leveling
 PZ0251.and adjusted by the National Geodetic Survey in June 1991..
 PZ0251
 PZ0251.The geoid height was determined by GEOID03.
 PZ0251
 PZ0251.The dynamic height is computed by dividing the NAVD 88
 PZ0251.geopotential number by the normal gravity value computed on the
 PZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0251.degrees latitude (g = 980.6199 gals.).
 PZ0251
 PZ0251.The modeled gravity was interpolated from observed gravity values.
 PZ0251
 PZ0251;                    North         East    Units  Estimated Accuracy
 PZ0251;SPC MT       -    47,760.      354,850.      MT  (+/- 180 meters Scaled)
 PZ0251
 PZ0251                          SUPERSEDED SURVEY CONTROL
 PZ0251
 PZ0251  NGVD 29 (??/??/92) 1906.693  (m)         6255.54   (f) ADJ UNCH    1 2
 PZ0251
 PZ0251.Superseded values are not recommended for survey control.
 PZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0251.See file dsdata.txt to determine how the superseded data were derived.
 PZ0251
 PZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ739437(NAD 83)
 PZ0251_MARKER: B = BOLT
 PZ0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0251_SP_SET: CONCRETE BASE
 PZ0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0251
 PZ0251  HISTORY     - Date     Condition        Report By
 PZ0251  HISTORY     - UNK      MONUMENTED       CGS
 PZ0251  HISTORY     - 1962     GOOD             NGS
 PZ0251
 PZ0251                          STATION DESCRIPTION
 PZ0251
 PZ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PZ0251'IN LIMA.
 PZ0251'AT LIMA, 211 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE UNION
 PZ0251'PACIFIC RAILROAD STATION, IN THE TOP OF THE MIDDLE OF THE
 PZ0251'WEST-SOUTHWEST END OF THE CONCRETE BASE OF THE FORMER WATER TANK, 154
 PZ0251'FEET EAST-NORTHEAST OF THE NEAR RAIL OF A SIDE TRACK, 29.3 FEET
 PZ0251'EAST-NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE WATER VALVE BOX,
 PZ0251'15.3 FEET EAST-NORTHEAST OF BENCH MARK L 317, AND ABOUT 0.1 FOOT ABOVE
 PZ0251'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0903 ***********************************************************************
 SS0903  DESIGNATION -  I 10
 SS0903  PID         -  SS0903
 SS0903  STATE/COUNTY-  MT/CASCADE
 SS0903  USGS QUAD   -  ULM (1994)
 SS0903
 SS0903                         *CURRENT SURVEY CONTROL
 SS0903  ___________________________________________________________________
 SS0903* NAD 83(1992)-  47 25 48.43745(N)    111 30 26.46137(W)     ADJUSTED  
 SS0903* NAVD 88     -      1020.664  (meters)    3348.63   (feet)  ADJUSTED  
 SS0903  ___________________________________________________________________
 SS0903  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 SS0903  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS0903  DYNAMIC HT  -        1020.592 (meters)    3348.39  (feet)  COMP
 SS0903  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 SS0903
 SS0903  HORZ ORDER  -  SECOND
 SS0903  VERT ORDER  -  FIRST     CLASS II
 SS0903
 SS0903.The horizontal coordinates were established by classical geodetic methods
 SS0903.and adjusted by the National Geodetic Survey in July 1992..
 SS0903
 SS0903.The orthometric height was determined by differential leveling
 SS0903.and adjusted by the National Geodetic Survey in June 1991..
 SS0903.WARNING-Repeat measurements at this control monument indicate possible
 SS0903.vertical movement.
 SS0903
 SS0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0903
 SS0903.The geoid height was determined by GEOID03.
 SS0903
 SS0903.The dynamic height is computed by dividing the NAVD 88
 SS0903.geopotential number by the normal gravity value computed on the
 SS0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0903.degrees latitude (g = 980.6199 gals.).
 SS0903
 SS0903.The modeled gravity was interpolated from observed gravity values.
 SS0903
 SS0903;                    North         East     Units Scale Factor Converg.
 SS0903;SPC MT       -   355,306.902   448,663.027   MT  0.99941915   -1 28 06.2
 SS0903;SPC MT       - 1,165,705.06  1,471,991.56   iFT  0.99941915   -1 28 06.2
 SS0903;UTM  12      - 5,253,088.513   461,739.072   MT  0.99961799   -0 22 25.1
 SS0903
 SS0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0903!SPC MT       -   0.99984226  x   0.99941915  =   0.99926150
 SS0903!UTM  12      -   0.99984226  x   0.99961799  =   0.99946031
 SS0903
 SS0903:                Primary Azimuth Mark                     Grid Az
 SS0903:SPC MT       -  I 10 AZ MK 2                             054 18 02.7
 SS0903:UTM  12      -  I 10 AZ MK 2                             053 12 21.6
 SS0903
 SS0903|---------------------------------------------------------------------|
 SS0903| PID    Reference Object                     Distance      Geod. Az  |
 SS0903|                                                           dddmmss.s |
 SS0903| SS1578 I 10 AZ MK 2                                       0524956.5 |
 SS0903| SS0705 I 10 AZ MK                                         0603055.8 |
 SS0903| SS0904 I 10 RM 1                            14.728 METERS 10508     |
 SS0903| SS0902 I 10 RM 2                            15.425 METERS 20247     |
 SS0903|---------------------------------------------------------------------|
 SS0903
 SS0903                          SUPERSEDED SURVEY CONTROL
 SS0903
 SS0903  NAD 83(1986)-  47 25 48.43814(N)    111 30 26.44353(W) AD(       ) 2
 SS0903  NAD 27      -  47 25 48.59800(N)    111 30 23.55300(W) AD(       ) 2
 SS0903  NAVD 88 (12/21/01) 1020.66   (m)         3348.6    (f) LEVELING    3  
 SS0903  NGVD 29 (??/??/92) 1019.757  (m)         3345.65   (f) ADJ UNCH    1 2
 SS0903
 SS0903.Superseded values are not recommended for survey control.
 SS0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0903.See file dsdata.txt to determine how the superseded data were derived.
 SS0903
 SS0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6173953089(NAD 83)
 SS0903_MARKER: DB = BENCH MARK DISK
 SS0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0903_SP_SET: CONCRETE BASE
 SS0903_STAMPING: I 10 3345.623
 SS0903_MARK LOGO: CGS   
 SS0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0903
 SS0903  HISTORY     - Date     Condition        Report By
 SS0903  HISTORY     - 1913     MONUMENTED       CGS
 SS0903  HISTORY     - 1949     GOOD             CGS
 SS0903  HISTORY     - 1961     GOOD             NGS
 SS0903  HISTORY     - 1979     GOOD             NGS
 SS0903  HISTORY     - 1980     GOOD             NGS
 SS0903  HISTORY     - 19820526 GOOD             NGS
 SS0903
 SS0903                          STATION DESCRIPTION
 SS0903
 SS0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS0903'STATION IS LOCATED IN THE VILLAGE OF ULM, 100 FEET SOUTH OF THE
 SS0903'ROCKY MT. ELEVATOR, 20 FEET NORTH OF A DIRT ROAD, 15 FEET SOUTH
 SS0903'OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD TRACKS, AND
 SS0903'ON LAND OWNED BY THE GREAT NORTHERN RAILROAD.
 SS0903'
 SS0903'TO REACH FROM THE POST OFFICE IN ULM, GO SOUTHWEST ON U.S.
 SS0903'HIGHWAY 91 FOR 0.1 MILE, TURN LEFT ACROSS TRACKS THEN SHARP
 SS0903'LEFT ON DIRT ROAD FOR ABOUT 50 YARDS TO THE STATION ON THE LEFT.
 SS0903'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DIRT
 SS0903'ROAD FOR 0.2 MILE, TURN LEFT ACROSS TRACKS TO THE AZIMUTH MARK
 SS0903'ON THE RIGHT.
 SS0903'
 SS0903'STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 SS0903'MARK DISK SET FLUSH IN CONCRETE BASE AND THE DISK IS STAMPED I 10
 SS0903'3345.623.
 SS0903'
 SS0903'REFERENCE MARK NO. 1 IS 47 FEET SOUTH OF THE SOUTH RAIL, 12
 SS0903'FEET SOUTH OF THE DIRT ROAD, AND 1 FOOT NORTH OF A FENCE.
 SS0903'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BM I 10 NO
 SS0903'1 1949.
 SS0903'
 SS0903'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF THE SOUTH RAIL, 12
 SS0903'FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF FENCE.  THE MARK
 SS0903'PROJECTS 8 INCHES AND THE DISK IS STAMPED BM I 10 NO 2 1949.
 SS0903'
 SS0903'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST OF THE STATION,
 SS0903'78 FEET EAST OF THE CENTER OF A Y-INTERSECTION, 48 FEET NORTH OF
 SS0903'THE NORTH RAIL, 4-1/2 FEET EAST OF A WITNESS POST, AND 2-1/2
 SS0903'FEET SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 SS0903'DISK IS STAMPED BM I 10 1949.
 SS0903'
 SS0903'A 10-FOOT STAND AT BM I 10 WILL SEE 4-FOOT STANDS AT MUDDY
 SS0903'CREEK (MO. R C - USGS) AND MESA (USGS).
 SS0903
 SS0903                          STATION RECOVERY (1961)
 SS0903
 SS0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SS0903'IN ULM.
 SS0903'AT ULM, 213 FEET NORTHEAST OF AND ACROSS A DIRT ROAD FROM THE NORTH
 SS0903'CORNER OF THE GREAT NORTHERN RAILWAY STATION, IN THE TOP OF THE EAST
 SS0903'CONCRETE BASE FOR A WATER TOWER (TOWER HAS BEEN TORN DOWN), 35 FEET
 SS0903'NORTHWEST OF A FENCE, 15.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 SS0903'MAIN TRACK, 20 1/2 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD,
 SS0903'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 SS0903
 SS0903                          STATION RECOVERY (1979)
 SS0903
 SS0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0903'RECOVERED IN GOOD CONDITION.
 SS0903
 SS0903                          STATION RECOVERY (1980)
 SS0903
 SS0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0903'RECOVERED IN GOOD CONDITION.
 SS0903
 SS0903                          STATION RECOVERY (1982)
 SS0903
 SS0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 SS0903'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 SS0903'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 SS0903'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1949.  THE AZIMUTH MARK
 SS0903'WILL BE DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 SS0903'ESTABLISHED AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 SS0903'STATION IS LOCATED IN THE SMALL SETTLEMENT OF ULM, ON THE SOUTH RIGHT
 SS0903'OF WAY OF THE BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 SS0903'THE POST OFFICE IN ULM GO SOUTHWEST ON THE MAIN ROAD FOR 0.16 KM (0.10
 SS0903'MI) TO A SIDE ROAD LEFT.  TURN LEFT CROSS THE RAILROAD TRACKS THEN
 SS0903'TURN LEFT AGAIN AND GO NORTHEAST ON THE TRACK ROAD ALONG THE RAILROAD
 SS0903'TRACKS FOR ABOUT 50 YARDS TO THE MARK ON THE LEFT.  THE STATION IS A
 SS0903'STANDARD CGS DISK STAMPED,---I 10 3345.623---, SET INTO A ROCK OUTCROP
 SS0903'OF 6 FEET (1.8 M) 1.8 METERS (5.9 FT) LARGEST DIMENSION. THE STATION
 SS0903'IS LOCATED 30.5 METERS (100.1 FT) SOUTH FROM A GRAIN ELEVATOR, 6.1
 SS0903'METERS (20.0 FT) NORTH FROM THE CENTER OF THE TRACK ROAD, 4.6 METERS
 SS0903'(15.1 FT) SOUTH FROM THE SOUTH RAIL AND 0.6 METER (2.0 FT) NORTHEAST
 SS0903'FROM A METAL WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 SS0903'STAMPED,---BM I 10 NO 1 1949---, SET INTO THE TOP OF A SQUARE CONCRETE
 SS0903'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6 INCHES) ABOVE
 SS0903'THE GROUND.  THE STATION IS LOCATED 14.3 METERS (46.9 FT) SOUTH FROM
 SS0903'THE SOUTH RAIL, 3.7 METERS (12.1 FT) SOUTH FROM THE CENTER OF THE
 SS0903'TRACK ROAD, 0.3 METER (1.0 FT) NORTH FROM THE RIGHT OF WAY FENCE, 0.6
 SS0903'METER (2.0 FT) NORTHEAST FROM A METAL WITNESS POST AND 0.30 METER
 SS0903'(0.98 FT) HIGHER THAN THE STATION.  REFERENCE MARK NO 2 IS A STANDARD
 SS0903'CGS DISK STAMPED,---BM I 10 NO 2 1949---, SET INTO THE TOP OF A SQUARE
 SS0903'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6
 SS0903'INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED 14.6 METERS (47.9
 SS0903'FT) SOUTH FROM THE SOUTH RAIL, 3.7 METERS (12.1 FT) EAST FROM A FENCE
 SS0903'CORNER, 0.3 METER (1.0 FT) NORTH FROM THE RIGHT OF WAY FENCE, 0.3
 SS0903'METER (1.0 FT) SOUTHEAST FROM A METAL WITNESS POST AND 0.3 METER (1.0
 SS0903'FT) HIGHER THAN THE STATION. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 SS0903'STAMPED,---BM I 10 1949 NO 2 1982---, SET INTO THE TOP OF A ROUND
 SS0903'CONCRETE MONUMENT 10 INCHES IN DIAMETER PROJECTING 15 CM (6 INCHES)
 SS0903'ABOVE THE GROUND. THE STATION IS LOCATED 0.11 METER (0.36 FT) WEST
 SS0903'FROM THE CENTER OF THE DIRT ROAD, 0.6 METER (2.0 FT) SOUTH FROM A
 SS0903'WITNESS POST AND 0.9 METER (3.0 FT) NORTH FROM A TELEPHONE POLE WITH
 SS0903'GUY WIRE. TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST
 SS0903'ALONG THE TRACKS FOR 0.32 KM (0.20 MI) TO WHERE THE ROAD CROSSES THE
 SS0903'TRACK TURN LEFT FOR 0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT ALONG
 SS0903'THE RIGHT OF WAY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1578 ***********************************************************************
 SS1578  DESIGNATION -  I 10 AZ MK 2
 SS1578  PID         -  SS1578
 SS1578  STATE/COUNTY-  MT/CASCADE
 SS1578  USGS QUAD   -  ULM (1994)
 SS1578
 SS1578                         *CURRENT SURVEY CONTROL
 SS1578  ___________________________________________________________________
 SS1578* NAD 83(1986)-  47 25 48.     (N)    111 30 29.     (W)     SCALED    
 SS1578* NAVD 88     -      1020.00   (meters)    3346.4    (feet)  RESET     
 SS1578  ___________________________________________________________________
 SS1578  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS1578
 SS1578  VERT ORDER  -  THIRD
 SS1578
 SS1578.The horizontal coordinates were scaled from a topographic map and have
 SS1578.an estimated accuracy of +/- 6 seconds.
 SS1578
 SS1578.The orthometric height was computed from unverified reset data.
 SS1578.No vertical observational check was made to the station.
 SS1578
 SS1578.The geoid height was determined by GEOID03.
 SS1578
 SS1578;                    North         East    Units  Estimated Accuracy
 SS1578;SPC MT       -   355,300.      448,610.      MT  (+/- 180 meters Scaled)
 SS1578
 SS1578                          SUPERSEDED SURVEY CONTROL
 SS1578
 SS1578  NGVD 29 (03/30/06) 1019.09   (m)         3343.5    (f) RESET       3  
 SS1578
 SS1578.Superseded values are not recommended for survey control.
 SS1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1578.See file dsdata.txt to determine how the superseded data were derived.
 SS1578
 SS1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT616530(NAD 83)
 SS1578_MARKER: DZ = AZIMUTH MARK DISK
 SS1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1578_SP_SET: CONCRETE POST
 SS1578_STAMPING: I 10 1949 NO 2 1982
 SS1578_MARK LOGO: NGS   
 SS1578_MAGNETIC: N = NO MAGNETIC MATERIAL
 SS1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1578+STABILITY: SURFACE MOTION
 SS1578
 SS1578  HISTORY     - Date     Condition        Report By
 SS1578  HISTORY     - 1982     MONUMENTED       NGS
 SS1578
 SS1578                          STATION DESCRIPTION
 SS1578
 SS1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SS1578'0.40 KM (0.25 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS1578'STATION AT ULM, AT THE CROSSING OF AN ASPHALT ROAD, ALONG THE
 SS1578'SURFACED ROAD TO THE MARK ON THE LEFT, AT THE LAST TELEPHONE POLE, 11
 SS1578'M (36.1 FT) WEST OF THE CENTER OF DIRT ROAD, 0.9 M (3.0 FT) NORTH OF
 SS1578'THE TELEPHONE POLE WITH GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1054 ***********************************************************************
 SS1054  DESIGNATION -  I 10 R
 SS1054  PID         -  SS1054
 SS1054  STATE/COUNTY-  MT/CASCADE
 SS1054  USGS QUAD   -  VAUGHN (1994)
 SS1054
 SS1054                         *CURRENT SURVEY CONTROL
 SS1054  ___________________________________________________________________
 SS1054* NAD 83(1986)-  47 33 40.     (N)    111 32 00.     (W)     SCALED    
 SS1054* NAVD 88     -      1042.497  (meters)    3420.26   (feet)  ADJUSTED  
 SS1054  ___________________________________________________________________
 SS1054  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SS1054  DYNAMIC HT  -        1042.443 (meters)    3420.08  (feet)  COMP
 SS1054  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 SS1054
 SS1054  VERT ORDER  -  FIRST     CLASS II
 SS1054
 SS1054.The horizontal coordinates were scaled from a topographic map and have
 SS1054.an estimated accuracy of +/- 6 seconds.
 SS1054
 SS1054.The orthometric height was determined by differential leveling
 SS1054.and adjusted by the National Geodetic Survey in June 1991..
 SS1054
 SS1054.The geoid height was determined by GEOID03.
 SS1054
 SS1054.The dynamic height is computed by dividing the NAVD 88
 SS1054.geopotential number by the normal gravity value computed on the
 SS1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1054.degrees latitude (g = 980.6199 gals.).
 SS1054
 SS1054.The modeled gravity was interpolated from observed gravity values.
 SS1054
 SS1054;                    North         East    Units  Estimated Accuracy
 SS1054;SPC MT       -   369,910.      447,080.      MT  (+/- 180 meters Scaled)
 SS1054
 SS1054                          SUPERSEDED SURVEY CONTROL
 SS1054
 SS1054  NGVD 29 (??/??/92) 1041.596  (m)         3417.30   (f) ADJ UNCH    1 2
 SS1054
 SS1054.Superseded values are not recommended for survey control.
 SS1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1054.See file dsdata.txt to determine how the superseded data were derived.
 SS1054
 SS1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT598676(NAD 83)
 SS1054_MARKER: DS = TRIANGULATION STATION DISK
 SS1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1054_STAMPING: I 10 R 1961
 SS1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1054+STABILITY: SURFACE MOTION
 SS1054
 SS1054  HISTORY     - Date     Condition        Report By
 SS1054  HISTORY     - 1961     MONUMENTED       CGS
 SS1054  HISTORY     - 1979     GOOD             NGS
 SS1054
 SS1054                          STATION DESCRIPTION
 SS1054
 SS1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1054'0.5 MI E FROM VAUGHN.
 SS1054'0.25 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1054'AT VAUGHN, THENCE 0.25 MILES NORTHEAST ALONG U.S. HIGHWAY 89, AT THE
 SS1054'NORTHEAST END OF U.S. HIGHWAY 89 OVERPASS OVER U.S. HIGHWAY 91, 83
 SS1054'FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET NORTH
 SS1054'OF THE NORTHEAST END OF THE OVERPASS, 14 FEET NORTH-NORTHEAST OF A
 SS1054'FENCE CORNER, 12.0 FEET NORTH-NORTHWEST OF A FENCE, ABOUT 2 FEET
 SS1054'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SS1054'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SS1054
 SS1054                          STATION RECOVERY (1979)
 SS1054
 SS1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1054'ADD=OVER INTERSTATE HIGHWAY 15.  DELETE=OVER U.S. HIGHWAY 91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1173 ***********************************************************************
 SS1173  DESIGNATION -  I 10 R AZ MK
 SS1173  PID         -  SS1173
 SS1173  STATE/COUNTY-  MT/CASCADE
 SS1173  USGS QUAD   -  VAUGHN (1994)
 SS1173
 SS1173                         *CURRENT SURVEY CONTROL
 SS1173  ___________________________________________________________________
 SS1173* NAD 83(1986)-  47 34 00.     (N)    111 32 39.     (W)     SCALED    
 SS1173* NAVD 88     -      1035.252  (meters)    3396.49   (feet)  ADJUSTED  
 SS1173  ___________________________________________________________________
 SS1173  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 SS1173  DYNAMIC HT  -        1035.198 (meters)    3396.31  (feet)  COMP
 SS1173  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 SS1173
 SS1173  VERT ORDER  -  SECOND    CLASS 0
 SS1173
 SS1173.The horizontal coordinates were scaled from a topographic map and have
 SS1173.an estimated accuracy of +/- 6 seconds.
 SS1173
 SS1173.The orthometric height was determined by differential leveling
 SS1173.and adjusted by the National Geodetic Survey in June 1991..
 SS1173
 SS1173.The geoid height was determined by GEOID03.
 SS1173
 SS1173.The dynamic height is computed by dividing the NAVD 88
 SS1173.geopotential number by the normal gravity value computed on the
 SS1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1173.degrees latitude (g = 980.6199 gals.).
 SS1173
 SS1173.The modeled gravity was interpolated from observed gravity values.
 SS1173
 SS1173;                    North         East    Units  Estimated Accuracy
 SS1173;SPC MT       -   370,550.      446,280.      MT  (+/- 180 meters Scaled)
 SS1173
 SS1173                          SUPERSEDED SURVEY CONTROL
 SS1173
 SS1173  NGVD 29 (??/??/92) 1034.35   (m)         3393.5    (f) COMPUTED    2 0
 SS1173
 SS1173.Superseded values are not recommended for survey control.
 SS1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1173.See file dsdata.txt to determine how the superseded data were derived.
 SS1173
 SS1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT590682(NAD 83)
 SS1173_MARKER: DZ = AZIMUTH MARK DISK
 SS1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1173_STAMPING: I 10 R 1961
 SS1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1173+STABILITY: SURFACE MOTION
 SS1173
 SS1173  HISTORY     - Date     Condition        Report By
 SS1173  HISTORY     - 1961     MONUMENTED       CGS
 SS1173  HISTORY     - 1978     MARK NOT FOUND   USGS
 SS1173  HISTORY     - 1979     MARK NOT FOUND   NGS
 SS1173
 SS1173                          STATION DESCRIPTION
 SS1173
 SS1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1173'0.45 MI NW FROM VAUGHN.
 SS1173'0.45 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 SS1173'HIGHWAY 89 AT VAUGHN, ON TOP OF A CUT, 89 FEET SOUTHWEST OF THE CENTER
 SS1173'LINE OF THE SOUTHWEST TRAFFIC LANES OF HIGHWAY, 3 FEET EAST OF THE
 SS1173'NORTHEAST POST SUPPORTING A SIGN, 2 1/2 FEET SOUTH OF A WITNESS POST,
 SS1173'1.0 FOOT NORTHEAST OF A FENCE, ABOUT 4 1/2 FEET HIGHER THAN THE
 SS1173'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SS1173'ABOVE THE GROUND.
 SS1173
 SS1173                          STATION RECOVERY (1978)
 SS1173
 SS1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SS1173'MARK NOT FOUND.
 SS1173
 SS1173                          STATION RECOVERY (1979)
 SS1173
 SS1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1173'NOTE=WITNESS POST WAS RECOVERED BUT MARK WAS NOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1053 ***********************************************************************
 SS1053  DESIGNATION -  I 10 R RM 1
 SS1053  PID         -  SS1053
 SS1053  STATE/COUNTY-  MT/CASCADE
 SS1053  USGS QUAD   -  VAUGHN (1994)
 SS1053
 SS1053                         *CURRENT SURVEY CONTROL
 SS1053  ___________________________________________________________________
 SS1053* NAD 83(1986)-  47 33 39.     (N)    111 32 01.     (W)     SCALED    
 SS1053* NAVD 88     -      1042.383  (meters)    3419.88   (feet)  ADJUSTED  
 SS1053  ___________________________________________________________________
 SS1053  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SS1053  DYNAMIC HT  -        1042.329 (meters)    3419.71  (feet)  COMP
 SS1053  MODELED GRAV-     980,524.8   (mgal)                       NAVD 88
 SS1053
 SS1053  VERT ORDER  -  FIRST     CLASS II
 SS1053
 SS1053.The horizontal coordinates were scaled from a topographic map and have
 SS1053.an estimated accuracy of +/- 6 seconds.
 SS1053
 SS1053.The orthometric height was determined by differential leveling
 SS1053.and adjusted by the National Geodetic Survey in June 1991..
 SS1053.WARNING-Repeat measurements at this control monument indicate possible
 SS1053.vertical movement.
 SS1053
 SS1053.The geoid height was determined by GEOID03.
 SS1053
 SS1053.The dynamic height is computed by dividing the NAVD 88
 SS1053.geopotential number by the normal gravity value computed on the
 SS1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1053.degrees latitude (g = 980.6199 gals.).
 SS1053
 SS1053.The modeled gravity was interpolated from observed gravity values.
 SS1053
 SS1053;                    North         East    Units  Estimated Accuracy
 SS1053;SPC MT       -   369,880.      447,060.      MT  (+/- 180 meters Scaled)
 SS1053
 SS1053                          SUPERSEDED SURVEY CONTROL
 SS1053
 SS1053  NGVD 29 (??/??/92) 1041.480  (m)         3416.92   (f) ADJ UNCH    1 2
 SS1053
 SS1053.Superseded values are not recommended for survey control.
 SS1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1053.See file dsdata.txt to determine how the superseded data were derived.
 SS1053
 SS1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT598676(NAD 83)
 SS1053_MARKER: DR = REFERENCE MARK DISK
 SS1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1053_STAMPING: I 10 R NO. 1 1961
 SS1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1053+STABILITY: SURFACE MOTION
 SS1053
 SS1053  HISTORY     - Date     Condition        Report By
 SS1053  HISTORY     - 1961     MONUMENTED       CGS
 SS1053  HISTORY     - 1979     GOOD             NGS
 SS1053
 SS1053                          STATION DESCRIPTION
 SS1053
 SS1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1053'0.5 MI E FROM VAUGHN.
 SS1053'0.25 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1053'AT VAUGHN, THENCE 0.25 MILES NORTHEAST ALONG U.S. HIGHWAY 89, AT THE
 SS1053'NORTHEAST END OF U.S. HIGHWAY 89 OVERPASS OVER U.S. HIGHWAY 91, 79
 SS1053'FEET NORTH-NORTHEAST OF THE NORTHEAST END OF THE OVERPASS, 72 FEET
 SS1053'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET EAST OF I
 SS1053'10 R TRIANGULATION STATION, 1.5 FEET NORTH-NORTHWEST OF A FENCE, ABOUT
 SS1053'2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SS1053'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SS1053
 SS1053                          STATION RECOVERY (1979)
 SS1053
 SS1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1053'ADD=OVER INTERSTATE HIGHWAY 15.  DELETE=OVER U.S. HIGHWAY 91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1055 ***********************************************************************
 SS1055  DESIGNATION -  I 10 R RM 2
 SS1055  PID         -  SS1055
 SS1055  STATE/COUNTY-  MT/CASCADE
 SS1055  USGS QUAD   -  VAUGHN (1994)
 SS1055
 SS1055                         *CURRENT SURVEY CONTROL
 SS1055  ___________________________________________________________________
 SS1055* NAD 83(1986)-  47 33 41.     (N)    111 32 01.     (W)     SCALED    
 SS1055* NAVD 88     -      1042.479  (meters)    3420.20   (feet)  ADJUSTED  
 SS1055  ___________________________________________________________________
 SS1055  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SS1055  DYNAMIC HT  -        1042.425 (meters)    3420.02  (feet)  COMP
 SS1055  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 SS1055
 SS1055  VERT ORDER  -  FIRST     CLASS II
 SS1055
 SS1055.The horizontal coordinates were scaled from a topographic map and have
 SS1055.an estimated accuracy of +/- 6 seconds.
 SS1055
 SS1055.The orthometric height was determined by differential leveling
 SS1055.and adjusted by the National Geodetic Survey in June 1991..
 SS1055
 SS1055.The geoid height was determined by GEOID03.
 SS1055
 SS1055.The dynamic height is computed by dividing the NAVD 88
 SS1055.geopotential number by the normal gravity value computed on the
 SS1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1055.degrees latitude (g = 980.6199 gals.).
 SS1055
 SS1055.The modeled gravity was interpolated from observed gravity values.
 SS1055
 SS1055;                    North         East    Units  Estimated Accuracy
 SS1055;SPC MT       -   369,940.      447,060.      MT  (+/- 180 meters Scaled)
 SS1055
 SS1055                          SUPERSEDED SURVEY CONTROL
 SS1055
 SS1055  NGVD 29 (??/??/92) 1041.577  (m)         3417.24   (f) ADJ UNCH    1 2
 SS1055
 SS1055.Superseded values are not recommended for survey control.
 SS1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1055.See file dsdata.txt to determine how the superseded data were derived.
 SS1055
 SS1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT598676(NAD 83)
 SS1055_MARKER: DR = REFERENCE MARK DISK
 SS1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1055_STAMPING: I 10RNO. 2 1961
 SS1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1055+STABILITY: SURFACE MOTION
 SS1055
 SS1055  HISTORY     - Date     Condition        Report By
 SS1055  HISTORY     - 1961     MONUMENTED       CGS
 SS1055  HISTORY     - 1979     GOOD             NGS
 SS1055
 SS1055                          STATION DESCRIPTION
 SS1055
 SS1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1055'0.5 MI E FROM VAUGHN.
 SS1055'0.25 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1055'AT VAUGHN, THENCE 0.25 MILES NORTHEAST ALONG U.S. HIGHWAY 89, 94 FEET
 SS1055'NORTH-NORTHWEST OF THE NORTHEAST END OF U.S. HIGHWAY 89 OVERPASS OVER
 SS1055'U.S. HIGHWAY 91, 35 1/2 FEET NORTHWEST OF TRIANGULATION STATION I 10
 SS1055'R, 43 FEET NORTHWEST OF A FENCE CORNER, 1.0 FOOT EAST-NORTHEAST OF A
 SS1055'FENCE, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE
 SS1055'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SS1055
 SS1055                          STATION RECOVERY (1979)
 SS1055
 SS1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1055'ADD=OVER INTERSTATE HIGHWAY 15.  DELETE=OVER U.S. HIGHWAY 91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0904 ***********************************************************************
 SS0904  DESIGNATION -  I 10 RM 1
 SS0904  PID         -  SS0904
 SS0904  STATE/COUNTY-  MT/CASCADE
 SS0904  USGS QUAD   -  ULM (1994)
 SS0904
 SS0904                         *CURRENT SURVEY CONTROL
 SS0904  ___________________________________________________________________
 SS0904* NAD 83(1992)-  47 25 48.31288(N)    111 30 25.78297(W)     ADJUSTED  
 SS0904* NAVD 88     -      1020.921  (meters)    3349.47   (feet)  ADJUSTED  
 SS0904  ___________________________________________________________________
 SS0904  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 SS0904  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS0904  DYNAMIC HT  -        1020.850 (meters)    3349.24  (feet)  COMP
 SS0904  MODELED GRAV-     980,508.2   (mgal)                       NAVD 88
 SS0904
 SS0904  HORZ ORDER  -  THIRD
 SS0904  VERT ORDER  -  FIRST     CLASS II
 SS0904
 SS0904.The horizontal coordinates were established by classical geodetic methods
 SS0904.and adjusted by the National Geodetic Survey in December 2001..
 SS0904
 SS0904.The orthometric height was determined by differential leveling
 SS0904.and adjusted by the National Geodetic Survey in June 1991..
 SS0904.WARNING-Repeat measurements at this control monument indicate possible
 SS0904.vertical movement.
 SS0904
 SS0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0904
 SS0904.The geoid height was determined by GEOID03.
 SS0904
 SS0904.The dynamic height is computed by dividing the NAVD 88
 SS0904.geopotential number by the normal gravity value computed on the
 SS0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0904.degrees latitude (g = 980.6199 gals.).
 SS0904
 SS0904.The modeled gravity was interpolated from observed gravity values.
 SS0904
 SS0904;                    North         East     Units Scale Factor Converg.
 SS0904;SPC MT       -   355,302.694   448,677.132   MT  0.99941915   -1 28 05.7
 SS0904;SPC MT       - 1,165,691.25  1,472,037.83   iFT  0.99941915   -1 28 05.7
 SS0904;UTM  12      - 5,253,084.575   461,753.258   MT  0.99961798   -0 22 24.6
 SS0904
 SS0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0904!SPC MT       -   0.99984221  x   0.99941915  =   0.99926146
 SS0904!UTM  12      -   0.99984221  x   0.99961798  =   0.99946026
 SS0904
 SS0904                          SUPERSEDED SURVEY CONTROL
 SS0904
 SS0904  NAVD 88 (12/21/01) 1020.92   (m)         3349.5    (f) LEVELING    3  
 SS0904  NGVD 29 (??/??/92) 1020.016  (m)         3346.50   (f) ADJ UNCH    1 2
 SS0904
 SS0904.Superseded values are not recommended for survey control.
 SS0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0904.See file dsdata.txt to determine how the superseded data were derived.
 SS0904
 SS0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6175353085(NAD 83)
 SS0904_MARKER: DR = REFERENCE MARK DISK
 SS0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0904_STAMPING: B.M. I 10 NO 1 1949
 SS0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0904+STABILITY: SURFACE MOTION
 SS0904
 SS0904  HISTORY     - Date     Condition        Report By
 SS0904  HISTORY     - 1949     MONUMENTED       CGS
 SS0904  HISTORY     - 1961     GOOD             NGS
 SS0904  HISTORY     - 1979     GOOD             NGS
 SS0904  HISTORY     - 1982     GOOD             NGS
 SS0904
 SS0904                          STATION DESCRIPTION
 SS0904
 SS0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0904'IN ULM.
 SS0904'AT ULM, 255 FEET NORTHEAST OF THE GREAT NORTHERN RAILWAY STATION, 47.0
 SS0904'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 49.0 FEET
 SS0904'EAST-SOUTHEAST OF BENCH MARK I 10, 75.0 FEET NORTHEAST OF BENCH MARK
 SS0904'B.M. I 10 RM2, 13 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD,
 SS0904'1.5 FEET NORTHWEST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE TRACK, AND
 SS0904'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS0904'GROUND.
 SS0904
 SS0904                          STATION RECOVERY (1979)
 SS0904
 SS0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0904'RECOVERED IN GOOD CONDITION.
 SS0904
 SS0904                          STATION RECOVERY (1982)
 SS0904
 SS0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SS0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0902 ***********************************************************************
 SS0902  DESIGNATION -  I 10 RM 2
 SS0902  PID         -  SS0902
 SS0902  STATE/COUNTY-  MT/CASCADE
 SS0902  USGS QUAD   -  ULM (1994)
 SS0902
 SS0902                         *CURRENT SURVEY CONTROL
 SS0902  ___________________________________________________________________
 SS0902* NAD 83(1992)-  47 25 47.97697(N)    111 30 26.74648(W)     ADJUSTED  
 SS0902* NAVD 88     -      1021.299  (meters)    3350.71   (feet)  ADJUSTED  
 SS0902  ___________________________________________________________________
 SS0902  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 SS0902  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 SS0902  DYNAMIC HT  -        1021.228 (meters)    3350.48  (feet)  COMP
 SS0902  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 SS0902
 SS0902  HORZ ORDER  -  THIRD
 SS0902  VERT ORDER  -  FIRST     CLASS II
 SS0902
 SS0902.The horizontal coordinates were established by classical geodetic methods
 SS0902.and adjusted by the National Geodetic Survey in December 2001..
 SS0902
 SS0902.The orthometric height was determined by differential leveling
 SS0902.and adjusted by the National Geodetic Survey in June 1991..
 SS0902
 SS0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0902
 SS0902.The geoid height was determined by GEOID03.
 SS0902
 SS0902.The dynamic height is computed by dividing the NAVD 88
 SS0902.geopotential number by the normal gravity value computed on the
 SS0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0902.degrees latitude (g = 980.6199 gals.).
 SS0902
 SS0902.The modeled gravity was interpolated from observed gravity values.
 SS0902
 SS0902;                    North         East     Units Scale Factor Converg.
 SS0902;SPC MT       -   355,292.847   448,656.693   MT  0.99941914   -1 28 06.4
 SS0902;SPC MT       - 1,165,658.95  1,471,970.78   iFT  0.99941914   -1 28 06.4
 SS0902;UTM  12      - 5,253,074.336   461,733.007   MT  0.99961800   -0 22 25.3
 SS0902
 SS0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0902!SPC MT       -   0.99984216  x   0.99941914  =   0.99926139
 SS0902!UTM  12      -   0.99984216  x   0.99961800  =   0.99946022
 SS0902
 SS0902                          SUPERSEDED SURVEY CONTROL
 SS0902
 SS0902  NAVD 88 (12/21/01) 1021.30   (m)         3350.7    (f) LEVELING    3  
 SS0902  NGVD 29 (??/??/92) 1020.396  (m)         3347.75   (f) ADJ UNCH    1 2
 SS0902
 SS0902.Superseded values are not recommended for survey control.
 SS0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0902.See file dsdata.txt to determine how the superseded data were derived.
 SS0902
 SS0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT6173353074(NAD 83)
 SS0902_MARKER: DR = REFERENCE MARK DISK
 SS0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0902_STAMPING: B.M. I 10 NO 2 1949
 SS0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0902+STABILITY: SURFACE MOTION
 SS0902
 SS0902  HISTORY     - Date     Condition        Report By
 SS0902  HISTORY     - 1949     MONUMENTED       CGS
 SS0902  HISTORY     - 1961     GOOD             NGS
 SS0902  HISTORY     - 1979     GOOD             NGS
 SS0902  HISTORY     - 1982     GOOD             NGS
 SS0902
 SS0902                          STATION DESCRIPTION
 SS0902
 SS0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0902'IN ULM.
 SS0902'AT ULM, 180.0 FEET EAST-NORTHEAST OF AND ACROSS A DIRT ROAD FROM THE
 SS0902'EAST CORNER OF THE GREAT NORTHERN RAILWAY STATION, 51.0 FEET
 SS0902'SOUTH-SOUTHWEST OF BENCH MARK BENCH MARK I 10, 47 FEET SOUTHEAST OF
 SS0902'THE SOUTHEAST RAIL OF THE MAIN TRACK, 15 FEET NORTHEAST OF A FENCE
 SS0902'CORNER, 12 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 5 FEET
 SS0902'EAST OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF A FENCE, ABOUT 2 FEET
 SS0902'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SS0902'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SS0902
 SS0902                          STATION RECOVERY (1979)
 SS0902
 SS0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0902'RECOVERED IN GOOD CONDITION.
 SS0902
 SS0902                          STATION RECOVERY (1982)
 SS0902
 SS0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SS0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1047 ***********************************************************************
 SS1047  DESIGNATION -  I 11 Q
 SS1047  PID         -  SS1047
 SS1047  STATE/COUNTY-  MT/CASCADE
 SS1047  USGS QUAD   -  ULM (1994)
 SS1047
 SS1047                         *CURRENT SURVEY CONTROL
 SS1047  ___________________________________________________________________
 SS1047* NAD 83(1986)-  47 29 06.     (N)    111 30 42.     (W)     SCALED    
 SS1047* NAVD 88     -      1069.544  (meters)    3509.00   (feet)  ADJUSTED  
 SS1047  ___________________________________________________________________
 SS1047  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 SS1047  DYNAMIC HT  -        1069.470 (meters)    3508.75  (feet)  COMP
 SS1047  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 SS1047
 SS1047  VERT ORDER  -  SECOND    CLASS 0
 SS1047
 SS1047.The horizontal coordinates were scaled from a topographic map and have
 SS1047.an estimated accuracy of +/- 6 seconds.
 SS1047
 SS1047.The orthometric height was determined by differential leveling
 SS1047.and adjusted by the National Geodetic Survey in June 1991..
 SS1047
 SS1047.The geoid height was determined by GEOID03.
 SS1047
 SS1047.The dynamic height is computed by dividing the NAVD 88
 SS1047.geopotential number by the normal gravity value computed on the
 SS1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1047.degrees latitude (g = 980.6199 gals.).
 SS1047
 SS1047.The modeled gravity was interpolated from observed gravity values.
 SS1047
 SS1047;                    North         East    Units  Estimated Accuracy
 SS1047;SPC MT       -   361,410.      448,490.      MT  (+/- 180 meters Scaled)
 SS1047
 SS1047                          SUPERSEDED SURVEY CONTROL
 SS1047
 SS1047  NGVD 29 (??/??/92) 1068.633  (m)         3506.01   (f) ADJ UNCH    2 0
 SS1047
 SS1047.Superseded values are not recommended for survey control.
 SS1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1047.See file dsdata.txt to determine how the superseded data were derived.
 SS1047
 SS1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT614591(NAD 83)
 SS1047_MARKER: DS = TRIANGULATION STATION DISK
 SS1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1047_STAMPING: I 11 Q 1961
 SS1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1047+STABILITY: SURFACE MOTION
 SS1047
 SS1047  HISTORY     - Date     Condition        Report By
 SS1047  HISTORY     - 1961     MONUMENTED       CGS
 SS1047
 SS1047                          STATION DESCRIPTION
 SS1047
 SS1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1047'4.55 MI N FROM ULM.
 SS1047'4.25 MILES NORTH ALONG A ROAD LEADING TO VAUGHN FROM THE GREAT
 SS1047'NORTHERN RAILWAY STATION AT ULM, THENCE 0.3 MILE EAST AND NORTH ALONG
 SS1047'A DIM TRACK FIELD ROAD, ON THE NORTH SIDE OF AN EAST-WEST GRASSY RIDGE
 SS1047'BETWEEN TWO CULTIVATED FIELDS, 18 FEET SOUTH OF THE SOUTH EDGE OF THE
 SS1047'NORTH FIELD, 42.00 FEET WEST-NORTHWEST OF REFERENCE MARK I 11 Q R.M.
 SS1047'1, 33.55 FEET NORTH-NORTHEAST OF REFERENCE MARK I 11 Q R.M. 2, 3.5
 SS1047'FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH REFERENCE
 SS1047'MARK 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SS1047'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1048 ***********************************************************************
 SS1048  DESIGNATION -  I 11 Q RM 1
 SS1048  PID         -  SS1048
 SS1048  STATE/COUNTY-  MT/CASCADE
 SS1048  USGS QUAD   -  ULM (1994)
 SS1048
 SS1048                         *CURRENT SURVEY CONTROL
 SS1048  ___________________________________________________________________
 SS1048* NAD 83(1986)-  47 29 06.     (N)    111 30 42.     (W)     SCALED    
 SS1048* NAVD 88     -      1069.394  (meters)    3508.50   (feet)  ADJUSTED  
 SS1048  ___________________________________________________________________
 SS1048  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 SS1048  DYNAMIC HT  -        1069.320 (meters)    3508.26  (feet)  COMP
 SS1048  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 SS1048
 SS1048  VERT ORDER  -  SECOND    CLASS 0
 SS1048
 SS1048.The horizontal coordinates were scaled from a topographic map and have
 SS1048.an estimated accuracy of +/- 6 seconds.
 SS1048
 SS1048.The orthometric height was determined by differential leveling
 SS1048.and adjusted by the National Geodetic Survey in June 1991..
 SS1048
 SS1048.The geoid height was determined by GEOID03.
 SS1048
 SS1048.The dynamic height is computed by dividing the NAVD 88
 SS1048.geopotential number by the normal gravity value computed on the
 SS1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1048.degrees latitude (g = 980.6199 gals.).
 SS1048
 SS1048.The modeled gravity was interpolated from observed gravity values.
 SS1048
 SS1048;                    North         East    Units  Estimated Accuracy
 SS1048;SPC MT       -   361,410.      448,490.      MT  (+/- 180 meters Scaled)
 SS1048
 SS1048                          SUPERSEDED SURVEY CONTROL
 SS1048
 SS1048  NGVD 29 (??/??/92) 1068.483  (m)         3505.51   (f) ADJ UNCH    2 0
 SS1048
 SS1048.Superseded values are not recommended for survey control.
 SS1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1048.See file dsdata.txt to determine how the superseded data were derived.
 SS1048
 SS1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT614591(NAD 83)
 SS1048_MARKER: DR = REFERENCE MARK DISK
 SS1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1048_STAMPING: I 11 Q NO. 1 1961
 SS1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1048+STABILITY: SURFACE MOTION
 SS1048
 SS1048  HISTORY     - Date     Condition        Report By
 SS1048  HISTORY     - 1961     MONUMENTED       CGS
 SS1048
 SS1048                          STATION DESCRIPTION
 SS1048
 SS1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1048'4.55 MI N FROM ULM.
 SS1048'4.25 MILES NORTH ALONG A ROAD LEADING TO VAUGHN FROM THE GREAT
 SS1048'NORTHERN RAILWAY STATION AT ULM, THENCE 0.3 MILE EAST AND NORTH ALONG
 SS1048'A DIM TRACK FIELD ROAD, ON THE NORTH SIDE OF AN EAST-WEST GRASSY RIDGE
 SS1048'BETWEEN TWO CULTIVATED FIELDS, 42.00 FEET EAST-SOUTHEAST OF
 SS1048'TRIANGULATION STATION I 11 Q, 38 1/2 FEET SOUTH OF THE SOUTH EDGE OF
 SS1048'THE NORTH CULTIVATED FIELD, ABOUT LEVEL WITH THE STATION, AND SET IN
 SS1048'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1046 ***********************************************************************
 SS1046  DESIGNATION -  I 11 Q RM 2
 SS1046  PID         -  SS1046
 SS1046  STATE/COUNTY-  MT/CASCADE
 SS1046  USGS QUAD   -  ULM (1994)
 SS1046
 SS1046                         *CURRENT SURVEY CONTROL
 SS1046  ___________________________________________________________________
 SS1046* NAD 83(1986)-  47 29 06.     (N)    111 30 42.     (W)     SCALED    
 SS1046* NAVD 88     -      1068.830  (meters)    3506.65   (feet)  ADJUSTED  
 SS1046  ___________________________________________________________________
 SS1046  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 SS1046  DYNAMIC HT  -        1068.755 (meters)    3506.41  (feet)  COMP
 SS1046  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 SS1046
 SS1046  VERT ORDER  -  SECOND    CLASS 0
 SS1046
 SS1046.The horizontal coordinates were scaled from a topographic map and have
 SS1046.an estimated accuracy of +/- 6 seconds.
 SS1046
 SS1046.The orthometric height was determined by differential leveling
 SS1046.and adjusted by the National Geodetic Survey in June 1991..
 SS1046
 SS1046.The geoid height was determined by GEOID03.
 SS1046
 SS1046.The dynamic height is computed by dividing the NAVD 88
 SS1046.geopotential number by the normal gravity value computed on the
 SS1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1046.degrees latitude (g = 980.6199 gals.).
 SS1046
 SS1046.The modeled gravity was interpolated from observed gravity values.
 SS1046
 SS1046;                    North         East    Units  Estimated Accuracy
 SS1046;SPC MT       -   361,410.      448,490.      MT  (+/- 180 meters Scaled)
 SS1046
 SS1046                          SUPERSEDED SURVEY CONTROL
 SS1046
 SS1046  NGVD 29 (??/??/92) 1067.918  (m)         3503.66   (f) ADJ UNCH    2 0
 SS1046
 SS1046.Superseded values are not recommended for survey control.
 SS1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1046.See file dsdata.txt to determine how the superseded data were derived.
 SS1046
 SS1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT614591(NAD 83)
 SS1046_MARKER: DR = REFERENCE MARK DISK
 SS1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1046_STAMPING: I 11 Q NO. 2 1961
 SS1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1046+STABILITY: SURFACE MOTION
 SS1046
 SS1046  HISTORY     - Date     Condition        Report By
 SS1046  HISTORY     - 1961     MONUMENTED       CGS
 SS1046
 SS1046                          STATION DESCRIPTION
 SS1046
 SS1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1046'4.55 MI N FROM ULM.
 SS1046'4.25 MILES NORTH ALONG A ROAD LEADING TO VAUGHN FROM THE GREAT
 SS1046'NORTHERN RAILWAY STATION AT ULM, THENCE 0.3 MILE EAST AND NORTH ALONG
 SS1046'A DIM TRACK FIELD ROAD, ON THE NORTH SIDE OF AN EAST-WEST GRASSY RIDGE
 SS1046'BETWEEN TWO CULTIVATED FIELDS, 33.55 FEET SOUTH-SOUTHWEST OF
 SS1046'TRAINGULATION STATION I 11 Q, 55.65 FEET WEST-SOUTHWEST OF REFERENCE
 SS1046'MARK I 11 Q R.M. 1, ABOUT 3 FEET LOWER THAN THE STATION, AND SET IN
 SS1046'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0264 ***********************************************************************
 TL0264  DESIGNATION -  I 12
 TL0264  PID         -  TL0264
 TL0264  STATE/COUNTY-  MT/TOOLE
 TL0264  USGS QUAD   -  NAISMITH (1967)
 TL0264
 TL0264                         *CURRENT SURVEY CONTROL
 TL0264  ___________________________________________________________________
 TL0264* NAD 83(1986)-  48 29 38.     (N)    111 49 38.     (W)     SCALED    
 TL0264* NAVD 88     -      1008.725  (meters)    3309.46   (feet)  POSTED    
 TL0264  ___________________________________________________________________
 TL0264  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 TL0264  DYNAMIC HT  -        1008.790 (meters)    3309.67  (feet)  COMP
 TL0264  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 TL0264
 TL0264  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TL0264
 TL0264.The horizontal coordinates were scaled from a topographic map and have
 TL0264.an estimated accuracy of +/- 6 seconds.
 TL0264
 TL0264.The orthometric height was determined by differential leveling
 TL0264.and adjusted by the National Geodetic Survey in 1992..
 TL0264.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TL0264.rate of 1.1 thru 2.0 mm/km.
 TL0264
 TL0264.The geoid height was determined by GEOID03.
 TL0264
 TL0264.The dynamic height is computed by dividing the NAVD 88
 TL0264.geopotential number by the normal gravity value computed on the
 TL0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0264.degrees latitude (g = 980.6199 gals.).
 TL0264
 TL0264.The modeled gravity was interpolated from observed gravity values.
 TL0264
 TL0264;                    North         East    Units  Estimated Accuracy
 TL0264;SPC MT       -   474,150.      428,070.      MT  (+/- 180 meters Scaled)
 TL0264
 TL0264                          SUPERSEDED SURVEY CONTROL
 TL0264
 TL0264  NGVD 29 (??/??/92) 1007.739  (m)         3306.22   (f) ADJ UNCH    1 2
 TL0264
 TL0264.Superseded values are not recommended for survey control.
 TL0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0264.See file dsdata.txt to determine how the superseded data were derived.
 TL0264
 TL0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU388715(NAD 83)
 TL0264_MARKER: Z = SEE DESCRIPTION
 TL0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0264_SP_SET: T RAIL
 TL0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0264
 TL0264  HISTORY     - Date     Condition        Report By
 TL0264  HISTORY     - UNK      MONUMENTED       CGS
 TL0264  HISTORY     - 1914     GOOD             NGS
 TL0264  HISTORY     - 1934     MARK NOT FOUND   NGS
 TL0264  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0264
 TL0264                          STATION DESCRIPTION
 TL0264
 TL0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1914
 TL0264'1.4 MI E FROM SHELBY.
 TL0264'ABOUT 1.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TL0264'AT SHELBY, TOOLE COUNTY, AT THE WEST END OF THE FIRST CUT EAST OF
 TL0264'SHELBY, AND AT THE SOUTH RIGHT-OF-WAY FENCE.  THE TOP OF A T RAIL.
 TL0264
 TL0264                          STATION RECOVERY (1934)
 TL0264
 TL0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 TL0264'MARK NOT FOUND.
 TL0264
 TL0264                          STATION RECOVERY (1979)
 TL0264
 TL0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0264'NOTE=AREA DESCRIBED HAS BEEN PLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0021 ***********************************************************************
 RY0021  DESIGNATION -  I 14
 RY0021  PID         -  RY0021
 RY0021  STATE/COUNTY-  MT/MISSOULA
 RY0021  USGS QUAD   -  PRIMROSE (1978)
 RY0021
 RY0021                         *CURRENT SURVEY CONTROL
 RY0021  ___________________________________________________________________
 RY0021* NAD 83(1986)-  46 56 24.     (N)    114 10 45.     (W)     SCALED    
 RY0021* NAVD 88     -       949.653  (meters)    3115.65   (feet)  ADJUSTED  
 RY0021  ___________________________________________________________________
 RY0021  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 RY0021  DYNAMIC HT  -         949.528 (meters)    3115.24  (feet)  COMP
 RY0021  MODELED GRAV-     980,451.1   (mgal)                       NAVD 88
 RY0021
 RY0021  VERT ORDER  -  FIRST     CLASS II
 RY0021
 RY0021.The horizontal coordinates were scaled from a topographic map and have
 RY0021.an estimated accuracy of +/- 6 seconds.
 RY0021
 RY0021.The orthometric height was determined by differential leveling
 RY0021.and adjusted by the National Geodetic Survey in June 1991..
 RY0021
 RY0021.The geoid height was determined by GEOID03.
 RY0021
 RY0021.The dynamic height is computed by dividing the NAVD 88
 RY0021.geopotential number by the normal gravity value computed on the
 RY0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0021.degrees latitude (g = 980.6199 gals.).
 RY0021
 RY0021.The modeled gravity was interpolated from observed gravity values.
 RY0021
 RY0021;                    North         East    Units  Estimated Accuracy
 RY0021;SPC MT       -   309,540.      244,150.      MT  (+/- 180 meters Scaled)
 RY0021
 RY0021                          SUPERSEDED SURVEY CONTROL
 RY0021
 RY0021  NGVD 29 (??/??/92)  948.58   (m)         3112.1    (f) COMPUTED    1 2
 RY0021
 RY0021.Superseded values are not recommended for survey control.
 RY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0021.See file dsdata.txt to determine how the superseded data were derived.
 RY0021
 RY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN146023(NAD 83)
 RY0021_MARKER: P = PIPE CAP
 RY0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0021_STAMPING: 3112.288 I 14 1914
 RY0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0021
 RY0021  HISTORY     - Date     Condition        Report By
 RY0021  HISTORY     - 1914     MONUMENTED       USGS
 RY0021  HISTORY     - 1972     GOOD             NGS
 RY0021
 RY0021                          STATION DESCRIPTION
 RY0021
 RY0021'DESCRIBED BY US GEOLOGICAL SURVEY 1914
 RY0021'4.5 MI W FROM DE SMET.
 RY0021'4.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0021'DE SMET, MISSOULA COUNTY, 1.0 MILE EAST OF THE EAST END OF THE SIDING
 RY0021'AT BOONE, AT MILEAGE 130.4, 40 FEET EAST OF THE CENTER OF A
 RY0021'PRIVATE-ROAD CROSSING, 45 FEET NORTHEAST OF CULVERT NO. 130+2110, 10
 RY0021'YARDS NORTHEAST OF THE TRACK, AT A FENCE CORNER, AND LEVEL WITH THE
 RY0021'TRACK.  A STANDARD CAP, STAMPED 3112.288 I 14 1914 AND FASTENED ON THE
 RY0021'TOP OF A 3-1/2-INCH IRON PIPE.
 RY0021
 RY0021                          STATION RECOVERY (1972)
 RY0021
 RY0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RY0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0410 ***********************************************************************
 SU0410  DESIGNATION -  I 15
 SU0410  PID         -  SU0410
 SU0410  STATE/COUNTY-  MT/MINERAL
 SU0410  USGS QUAD   -  SAINT REGIS (1988)
 SU0410
 SU0410                         *CURRENT SURVEY CONTROL
 SU0410  ___________________________________________________________________
 SU0410* NAD 83(1986)-  47 19 36.     (N)    115 02 02.     (W)     SCALED    
 SU0410* NAVD 88     -       805.663  (meters)    2643.25   (feet)  ADJUSTED  
 SU0410  ___________________________________________________________________
 SU0410  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 SU0410  DYNAMIC HT  -         805.602 (meters)    2643.05  (feet)  COMP
 SU0410  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 SU0410
 SU0410  VERT ORDER  -  FIRST     CLASS II
 SU0410
 SU0410.The horizontal coordinates were scaled from a topographic map and have
 SU0410.an estimated accuracy of +/- 6 seconds.
 SU0410
 SU0410.The orthometric height was determined by differential leveling
 SU0410.and adjusted by the National Geodetic Survey in June 1991..
 SU0410
 SU0410.The geoid height was determined by GEOID03.
 SU0410
 SU0410.The dynamic height is computed by dividing the NAVD 88
 SU0410.geopotential number by the normal gravity value computed on the
 SU0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0410.degrees latitude (g = 980.6199 gals.).
 SU0410
 SU0410.The modeled gravity was interpolated from observed gravity values.
 SU0410
 SU0410;                    North         East    Units  Estimated Accuracy
 SU0410;SPC MT       -   356,640.      182,280.      MT  (+/- 180 meters Scaled)
 SU0410
 SU0410                          SUPERSEDED SURVEY CONTROL
 SU0410
 SU0410  NGVD 29 (??/??/92)  804.520  (m)         2639.50   (f) ADJ UNCH    1 2
 SU0410
 SU0410.Superseded values are not recommended for survey control.
 SU0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0410.See file dsdata.txt to determine how the superseded data were derived.
 SU0410
 SU0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN485433(NAD 83)
 SU0410_MARKER: DB = BENCH MARK DISK
 SU0410_SETTING: 80 = SET IN A BOULDER
 SU0410_SP_SET: BOULDER
 SU0410_STAMPING: I 15 1914
 SU0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0410+STABILITY: SURFACE MOTION
 SU0410
 SU0410  HISTORY     - Date     Condition        Report By
 SU0410  HISTORY     - 1914     MONUMENTED       CGS
 SU0410  HISTORY     - 1944     GOOD             NGS
 SU0410  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0410
 SU0410                          STATION DESCRIPTION
 SU0410
 SU0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0410'4.3 MI NE FROM ST REGIS.
 SU0410'4.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FREIGHT TRACK
 SU0410'FROM THE STATION AT ST. REGIS, SET IN THE TOP OF A LARGE BLACK BOULDER
 SU0410'BETWEEN THE TRACK AND ROAD, 272 FEET EAST OF SEMIPHORE TOWER NO. 2016
 SU0410'AND 2015, 113 FEET NORTH OF NORTH RAIL OF TRACK, ABOUT 13 FEET ABOVE
 SU0410'TRACK LEVEL, 64.4 FEET NORTH OF A FENCE, 13 FEET WEST OF CENTER-LINE
 SU0410'OF OLD ROAD.  BRONZE BENCH MARK DISK.  NOTE-- THE DISK WAS STAMPED I
 SU0410'15 1914.
 SU0410
 SU0410                          STATION RECOVERY (1982)
 SU0410
 SU0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0043 ***********************************************************************
 TH0043  DESIGNATION -  I 17
 TH0043  PID         -  TH0043
 TH0043  STATE/COUNTY-  MT/ROOSEVELT
 TH0043  USGS QUAD   -  BAINVILLE (1983)
 TH0043
 TH0043                         *CURRENT SURVEY CONTROL
 TH0043  ___________________________________________________________________
 TH0043* NAD 83(1986)-  48 07 35.     (N)    104 11 02.     (W)     SCALED    
 TH0043* NAVD 88     -       591.938  (meters)    1942.05   (feet)  ADJUSTED  
 TH0043  ___________________________________________________________________
 TH0043  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 TH0043  DYNAMIC HT  -         592.008 (meters)    1942.28  (feet)  COMP
 TH0043  MODELED GRAV-     980,710.8   (mgal)                       NAVD 88
 TH0043
 TH0043  VERT ORDER  -  FIRST     CLASS II
 TH0043
 TH0043.The horizontal coordinates were scaled from a topographic map and have
 TH0043.an estimated accuracy of +/- 6 seconds.
 TH0043
 TH0043.The orthometric height was determined by differential leveling
 TH0043.and adjusted by the National Geodetic Survey in June 1991..
 TH0043
 TH0043.The geoid height was determined by GEOID03.
 TH0043
 TH0043.The dynamic height is computed by dividing the NAVD 88
 TH0043.geopotential number by the normal gravity value computed on the
 TH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0043.degrees latitude (g = 980.6199 gals.).
 TH0043
 TH0043.The modeled gravity was interpolated from observed gravity values.
 TH0043
 TH0043;                    North         East    Units  Estimated Accuracy
 TH0043;SPC MT       -   444,160.      995,280.      MT  (+/- 180 meters Scaled)
 TH0043
 TH0043                          SUPERSEDED SURVEY CONTROL
 TH0043
 TH0043  NGVD 29 (??/??/92)  591.401  (m)         1940.29   (f) ADJ UNCH    1 2
 TH0043
 TH0043.Superseded values are not recommended for survey control.
 TH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0043.See file dsdata.txt to determine how the superseded data were derived.
 TH0043
 TH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP607306(NAD 83)
 TH0043_MARKER: DB = BENCH MARK DISK
 TH0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0043_STAMPING: 1940.288
 TH0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0043+STABILITY: SURFACE MOTION
 TH0043
 TH0043  HISTORY     - Date     Condition        Report By
 TH0043  HISTORY     - UNK      MONUMENTED       CGS
 TH0043  HISTORY     - 1934     GOOD             NGS
 TH0043  HISTORY     - 1966     GOOD             SHELL
 TH0043  HISTORY     - 1977     GOOD             USGS
 TH0043
 TH0043                          STATION DESCRIPTION
 TH0043
 TH0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0043'4 MI W FROM LAKESIDE.
 TH0043'4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM LAKESIDE, ROOSEVELT
 TH0043'COUNTY, NEAR MILEPOST 157, 45 FEET NORTH OF THE CENTERLINE OF THE
 TH0043'TRACK, AND 40 FEET EAST OF A PRIVATE ROAD.  A STANDARD DISK, STAMPED
 TH0043'1940.288 AND SET IN THE TOP OF A CONCRETE POST.
 TH0043
 TH0043                          STATION RECOVERY (1966)
 TH0043
 TH0043'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 TH0043'RECOVERED IN GOOD CONDITION.
 TH0043
 TH0043                          STATION RECOVERY (1977)
 TH0043
 TH0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0043'ABOUT 2.1 MILES S.E. OF BAINVILLE, NEAR MILEPOST 157, 50 FT. N.E. OF
 TH0043'THE CENTERLINE OF THE TRACK, 46 FT. S.E. OF TRACK ROAD N.E., 3 FT.
 TH0043'S.W. OF ROW FENCE, A STANDARD DISK, STAMPED 1940.288 AND SET IN THE
 TH0043'TOP OF A CONCRETE POST, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0235 ***********************************************************************
 TH0235  DESIGNATION -  I 18
 TH0235  PID         -  TH0235
 TH0235  STATE/COUNTY-  MT/ROOSEVELT
 TH0235  USGS QUAD   -  SPROLE (1989)
 TH0235
 TH0235                         *CURRENT SURVEY CONTROL
 TH0235  ___________________________________________________________________
 TH0235* NAD 83(1992)-  48 06 27.42892(N)    105 04 25.88342(W)     ADJUSTED  
 TH0235* NAVD 88     -       602.507  (meters)    1976.72   (feet)  POSTED    
 TH0235  ___________________________________________________________________
 TH0235  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 TH0235  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TH0235  DYNAMIC HT  -         602.580 (meters)    1976.96  (feet)  COMP
 TH0235  MODELED GRAV-     980,710.8   (mgal)                       NAVD 88
 TH0235
 TH0235  HORZ ORDER  -  SECOND
 TH0235  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TH0235
 TH0235.The horizontal coordinates were established by classical geodetic methods
 TH0235.and adjusted by the National Geodetic Survey in July 1992..
 TH0235
 TH0235.The orthometric height was determined by differential leveling
 TH0235.and adjusted by the National Geodetic Survey in 1992..
 TH0235.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TH0235.rate of 2.1 thru 3.0 mm/km.
 TH0235
 TH0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0235
 TH0235.The geoid height was determined by GEOID03.
 TH0235
 TH0235.The dynamic height is computed by dividing the NAVD 88
 TH0235.geopotential number by the normal gravity value computed on the
 TH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0235.degrees latitude (g = 980.6199 gals.).
 TH0235
 TH0235.The modeled gravity was interpolated from observed gravity values.
 TH0235
 TH0235;                    North         East     Units Scale Factor Converg.
 TH0235;SPC MT       -   437,963.668   929,299.852   MT  0.99957588   +3 14 15.9
 TH0235;SPC MT       - 1,436,888.67  3,048,884.03   iFT  0.99957588   +3 14 15.9
 TH0235;UTM  13      - 5,328,264.396   494,502.105   MT  0.99960037   -0 03 17.9
 TH0235
 TH0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0235!SPC MT       -   0.99990833  x   0.99957588  =   0.99948425
 TH0235!UTM  13      -   0.99990833  x   0.99960037  =   0.99950873
 TH0235
 TH0235                          SUPERSEDED SURVEY CONTROL
 TH0235
 TH0235  NAD 83(1986)-  48 06 27.42693(N)    105 04 25.87808(W) AD(       ) 2
 TH0235  NAD 27      -  48 06 27.29077(N)    105 04 23.95818(W) AD(       ) 2
 TH0235  NGVD 29 (??/??/92)  601.943  (m)         1974.87   (f) ADJ UNCH    1 2
 TH0235
 TH0235.Superseded values are not recommended for survey control.
 TH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0235.See file dsdata.txt to determine how the superseded data were derived.
 TH0235
 TH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP9450228264(NAD 83)
 TH0235_MARKER: DB = BENCH MARK DISK
 TH0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0235_STAMPING: 1974.875 I 18
 TH0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0235+STABILITY: SURFACE MOTION
 TH0235
 TH0235  HISTORY     - Date     Condition        Report By
 TH0235  HISTORY     - 1948     MONUMENTED       CGS
 TH0235  HISTORY     - 1948     GOOD             NGS
 TH0235
 TH0235                          STATION DESCRIPTION
 TH0235
 TH0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TH0235'THIS IS A TRAVERSE STATION, LOCATED BY A RIGHT-ANGLE OFFSET FROM
 TH0235'THE POPLAR BASELINE AND A 16-POSITION DIRECTION FROM POPLAR WEST
 TH0235'BASE.
 TH0235'
 TH0235'THE STATION IS 5.75 MILES EAST OF POPLAR AND AN ESTIMATED 100 YARDS
 TH0235'SOUTH OF U.S. HIGHWAY 2, ABOUT 0.75 MILE WEST OF THE RAILROAD SIDING
 TH0235'STATION OF SPROLE, 0.25 MILE WEST OF A SIDETRACK, NEAR RAILROAD
 TH0235'MILEPOST NO. 201, AND ON THE RIGHT-OF-WAY OF THE GREAT NORTHERN
 TH0235'RAILROAD.  IT IS 39.5 FEET NORTH OF THE NORTHERN RAIL, 18 FEET
 TH0235'SOUTH OF TWIN TELEPHONE POLES, AND 10 FEET SOUTH OF THE RAILROAD
 TH0235'NORTHERN RIGHT-OF-WAY FENCE.  THE MARK IS A STANDARD COAST SURVEY
 TH0235'BENCH MARK DISK SET IN THE TOP OF A 4- BY 4-INCH CONCRETE POST
 TH0235'WHICH PROJECTS AN INCH ABOVE THE GROUND.  THE DISK IS STAMPED I
 TH0235'18 1974.875.  THE LATTER FIGURE IS THE ELEVATION IN FEET WHICH IS
 TH0235'601.943 METERS.
 TH0235
 TH0235                          STATION RECOVERY (1948)
 TH0235
 TH0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 TH0235'6.0 MI E FROM POPLAR.
 TH0235'6 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM POPLAR, ROOSEVELT
 TH0235'COUNTY, 0.7 MILE WEST OF SPROLE, 1/4 MILE WEST OF A SIDE TRACK, NEAR
 TH0235'MILEPOST 201, AND 40 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 TH0235'STAMPED 1974.875 I 18 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0797 ***********************************************************************
 SS0797  DESIGNATION -  I 2 Z
 SS0797  PID         -  SS0797
 SS0797  STATE/COUNTY-  MT/CASCADE
 SS0797  USGS QUAD   -  EDEN (1965)
 SS0797
 SS0797                         *CURRENT SURVEY CONTROL
 SS0797  ___________________________________________________________________
 SS0797* NAD 83(1986)-  47 15 16.     (N)    111 16 39.     (W)     SCALED    
 SS0797* NAVD 88     -      1297.698  (meters)    4257.53   (feet)  ADJUSTED  
 SS0797  ___________________________________________________________________
 SS0797  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS0797  DYNAMIC HT  -        1297.516 (meters)    4256.93  (feet)  COMP
 SS0797  MODELED GRAV-     980,427.7   (mgal)                       NAVD 88
 SS0797
 SS0797  VERT ORDER  -  SECOND    CLASS 0
 SS0797
 SS0797.The horizontal coordinates were scaled from a topographic map and have
 SS0797.an estimated accuracy of +/- 6 seconds.
 SS0797
 SS0797.The orthometric height was determined by differential leveling
 SS0797.and adjusted by the National Geodetic Survey in June 1991..
 SS0797
 SS0797.The geoid height was determined by GEOID03.
 SS0797
 SS0797.The dynamic height is computed by dividing the NAVD 88
 SS0797.geopotential number by the normal gravity value computed on the
 SS0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0797.degrees latitude (g = 980.6199 gals.).
 SS0797
 SS0797.The modeled gravity was interpolated from observed gravity values.
 SS0797
 SS0797;                    North         East    Units  Estimated Accuracy
 SS0797;SPC MT       -   335,370.      465,550.      MT  (+/- 180 meters Scaled)
 SS0797
 SS0797                          SUPERSEDED SURVEY CONTROL
 SS0797
 SS0797  NGVD 29 (??/??/92) 1296.730  (m)         4254.35   (f) ADJ UNCH    2 0
 SS0797
 SS0797.Superseded values are not recommended for survey control.
 SS0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0797.See file dsdata.txt to determine how the superseded data were derived.
 SS0797
 SS0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT790334(NAD 83)
 SS0797_MARKER: DS = TRIANGULATION STATION DISK
 SS0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0797_STAMPING: I 2 Z 1961
 SS0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0797+STABILITY: SURFACE MOTION
 SS0797
 SS0797  HISTORY     - Date     Condition        Report By
 SS0797  HISTORY     - 1961     MONUMENTED       CGS
 SS0797
 SS0797                          STATION DESCRIPTION
 SS0797
 SS0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0797'1.4 MI S FROM EDEN.
 SS0797'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT EDEN,
 SS0797'THENCE 0.1 MILE EAST ACROSS COUNTRY, 0.1 MILE EAST OF A GATE IN FENCE
 SS0797'LINE, 109 FEET WEST OF A FENCE, 128 FEET NORTHWEST OF REFERENCE MARK I
 SS0797'2 Z R.M. 2, 132 FEET SOUTHWEST OF REFERENCE MARK I 2 Z R.M. 1, 3 FEET
 SS0797'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SS0797'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0798 ***********************************************************************
 SS0798  DESIGNATION -  I 2 Z AZ MK
 SS0798  PID         -  SS0798
 SS0798  STATE/COUNTY-  MT/CASCADE
 SS0798  USGS QUAD   -  EDEN (1965)
 SS0798
 SS0798                         *CURRENT SURVEY CONTROL
 SS0798  ___________________________________________________________________
 SS0798* NAD 83(1986)-  47 15 29.     (N)    111 16 25.     (W)     SCALED    
 SS0798* NAVD 88     -      1279.754  (meters)    4198.66   (feet)  ADJUSTED  
 SS0798  ___________________________________________________________________
 SS0798  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 SS0798  DYNAMIC HT  -        1279.575 (meters)    4198.07  (feet)  COMP
 SS0798  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 SS0798
 SS0798  VERT ORDER  -  SECOND    CLASS 0
 SS0798
 SS0798.The horizontal coordinates were scaled from a topographic map and have
 SS0798.an estimated accuracy of +/- 6 seconds.
 SS0798
 SS0798.The orthometric height was determined by differential leveling
 SS0798.and adjusted by the National Geodetic Survey in June 1991..
 SS0798
 SS0798.The geoid height was determined by GEOID03.
 SS0798
 SS0798.The dynamic height is computed by dividing the NAVD 88
 SS0798.geopotential number by the normal gravity value computed on the
 SS0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0798.degrees latitude (g = 980.6199 gals.).
 SS0798
 SS0798.The modeled gravity was interpolated from observed gravity values.
 SS0798
 SS0798;                    North         East    Units  Estimated Accuracy
 SS0798;SPC MT       -   335,770.      465,850.      MT  (+/- 180 meters Scaled)
 SS0798
 SS0798                          SUPERSEDED SURVEY CONTROL
 SS0798
 SS0798  NGVD 29 (??/??/92) 1278.786  (m)         4195.48   (f) ADJ UNCH    2 0
 SS0798
 SS0798.Superseded values are not recommended for survey control.
 SS0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0798.See file dsdata.txt to determine how the superseded data were derived.
 SS0798
 SS0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT792338(NAD 83)
 SS0798_MARKER: DZ = AZIMUTH MARK DISK
 SS0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0798_STAMPING: I 2 Z 1961
 SS0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0798+STABILITY: SURFACE MOTION
 SS0798
 SS0798  HISTORY     - Date     Condition        Report By
 SS0798  HISTORY     - 1961     MONUMENTED       CGS
 SS0798
 SS0798                          STATION DESCRIPTION
 SS0798
 SS0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0798'1.3 MI S FROM EDEN.
 SS0798'1.05 MILES SOUTH ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT
 SS0798'EDEN, THENCE 0.25 MILES EAST ALONG A COUNTY ROAD, AT THE CREST OF A
 SS0798'SMALL HILL, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 139 FEET
 SS0798'WEST OF A T FENCE JUNCTION, 1.0 FOOT SOUTH OF A FENCE, 2.0 FEET
 SS0798'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 SS0798'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0795 ***********************************************************************
 SS0795  DESIGNATION -  I 2 Z RM 1
 SS0795  PID         -  SS0795
 SS0795  STATE/COUNTY-  MT/CASCADE
 SS0795  USGS QUAD   -  EDEN (1965)
 SS0795
 SS0795                         *CURRENT SURVEY CONTROL
 SS0795  ___________________________________________________________________
 SS0795* NAD 83(1986)-  47 15 16.     (N)    111 16 39.     (W)     SCALED    
 SS0795* NAVD 88     -      1297.789  (meters)    4257.83   (feet)  ADJUSTED  
 SS0795  ___________________________________________________________________
 SS0795  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS0795  DYNAMIC HT  -        1297.608 (meters)    4257.24  (feet)  COMP
 SS0795  MODELED GRAV-     980,427.7   (mgal)                       NAVD 88
 SS0795
 SS0795  VERT ORDER  -  SECOND    CLASS 0
 SS0795
 SS0795.The horizontal coordinates were scaled from a topographic map and have
 SS0795.an estimated accuracy of +/- 6 seconds.
 SS0795
 SS0795.The orthometric height was determined by differential leveling
 SS0795.and adjusted by the National Geodetic Survey in June 1991..
 SS0795
 SS0795.The geoid height was determined by GEOID03.
 SS0795
 SS0795.The dynamic height is computed by dividing the NAVD 88
 SS0795.geopotential number by the normal gravity value computed on the
 SS0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0795.degrees latitude (g = 980.6199 gals.).
 SS0795
 SS0795.The modeled gravity was interpolated from observed gravity values.
 SS0795
 SS0795;                    North         East    Units  Estimated Accuracy
 SS0795;SPC MT       -   335,370.      465,550.      MT  (+/- 180 meters Scaled)
 SS0795
 SS0795                          SUPERSEDED SURVEY CONTROL
 SS0795
 SS0795  NGVD 29 (??/??/92) 1296.822  (m)         4254.66   (f) ADJ UNCH    2 0
 SS0795
 SS0795.Superseded values are not recommended for survey control.
 SS0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0795.See file dsdata.txt to determine how the superseded data were derived.
 SS0795
 SS0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT790334(NAD 83)
 SS0795_MARKER: DR = REFERENCE MARK DISK
 SS0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0795_STAMPING: I 2 Z NO. 1 1961
 SS0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0795+STABILITY: SURFACE MOTION
 SS0795
 SS0795  HISTORY     - Date     Condition        Report By
 SS0795  HISTORY     - 1961     MONUMENTED       CGS
 SS0795
 SS0795                          STATION DESCRIPTION
 SS0795
 SS0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0795'1.4 MI S FROM EDEN.
 SS0795'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT EDEN,
 SS0795'THENCE 0.1 MILE EAST ACROSS COUNTY, 0.1 MILE EAST OF A GATE IN FENCE
 SS0795'LINE, 145 FEET NORTH OF REFERENCE MARK I 2 Z R.M. 2, 132 FEET
 SS0795'NORTHEAST OF TRIANGULATION STATION I 2 Z, 130 FEET NORTHEAST OF A
 SS0795'WITNESS POST, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A
 SS0795'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0796 ***********************************************************************
 SS0796  DESIGNATION -  I 2 Z RM 2
 SS0796  PID         -  SS0796
 SS0796  STATE/COUNTY-  MT/CASCADE
 SS0796  USGS QUAD   -  EDEN (1965)
 SS0796
 SS0796                         *CURRENT SURVEY CONTROL
 SS0796  ___________________________________________________________________
 SS0796* NAD 83(1986)-  47 15 16.     (N)    111 16 39.     (W)     SCALED    
 SS0796* NAVD 88     -      1299.896  (meters)    4264.74   (feet)  ADJUSTED  
 SS0796  ___________________________________________________________________
 SS0796  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 SS0796  DYNAMIC HT  -        1299.714 (meters)    4264.15  (feet)  COMP
 SS0796  MODELED GRAV-     980,427.7   (mgal)                       NAVD 88
 SS0796
 SS0796  VERT ORDER  -  SECOND    CLASS 0
 SS0796
 SS0796.The horizontal coordinates were scaled from a topographic map and have
 SS0796.an estimated accuracy of +/- 6 seconds.
 SS0796
 SS0796.The orthometric height was determined by differential leveling
 SS0796.and adjusted by the National Geodetic Survey in June 1991..
 SS0796
 SS0796.The geoid height was determined by GEOID03.
 SS0796
 SS0796.The dynamic height is computed by dividing the NAVD 88
 SS0796.geopotential number by the normal gravity value computed on the
 SS0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0796.degrees latitude (g = 980.6199 gals.).
 SS0796
 SS0796.The modeled gravity was interpolated from observed gravity values.
 SS0796
 SS0796;                    North         East    Units  Estimated Accuracy
 SS0796;SPC MT       -   335,370.      465,550.      MT  (+/- 180 meters Scaled)
 SS0796
 SS0796                          SUPERSEDED SURVEY CONTROL
 SS0796
 SS0796  NGVD 29 (??/??/92) 1298.928  (m)         4261.57   (f) ADJ UNCH    2 0
 SS0796
 SS0796.Superseded values are not recommended for survey control.
 SS0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0796.See file dsdata.txt to determine how the superseded data were derived.
 SS0796
 SS0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT790334(NAD 83)
 SS0796_MARKER: DR = REFERENCE MARK DISK
 SS0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0796_STAMPING: I 2 Z NO. 2 1961
 SS0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0796+STABILITY: SURFACE MOTION
 SS0796
 SS0796  HISTORY     - Date     Condition        Report By
 SS0796  HISTORY     - 1961     MONUMENTED       CGS
 SS0796
 SS0796                          STATION DESCRIPTION
 SS0796
 SS0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0796'1.4 MI S FROM EDEN.
 SS0796'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE COMMUNITY CHURCH AT EDEN,
 SS0796'THENCE 0.1 MILE EAST ACROSS COUNTRY, 0.1 MILE EAST OF A GATE IN FENCE
 SS0796'LINE, 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 128 FEET SOUTHEAST OF
 SS0796'TRIANGULATION STATION I 2 Z, 145 FEET SOUTH OF REFERENCE MARK I 2 Z
 SS0796'R.M. 1, 129 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 SS0796'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0176 ***********************************************************************
 TJ0176  DESIGNATION -  I 20
 TJ0176  PID         -  TJ0176
 TJ0176  STATE/COUNTY-  MT/VALLEY
 TJ0176  USGS QUAD   -  TAMPICO (1978)
 TJ0176
 TJ0176                         *CURRENT SURVEY CONTROL
 TJ0176  ___________________________________________________________________
 TJ0176* NAD 83(1986)-  48 19 57.     (N)    106 51 48.     (W)     SCALED    
 TJ0176* NAVD 88     -       651.017  (meters)    2135.88   (feet)  POSTED    
 TJ0176  ___________________________________________________________________
 TJ0176  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0176  DYNAMIC HT  -         651.090 (meters)    2136.12  (feet)  COMP
 TJ0176  MODELED GRAV-     980,707.0   (mgal)                       NAVD 88
 TJ0176
 TJ0176  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0176
 TJ0176.The horizontal coordinates were scaled from a topographic map and have
 TJ0176.an estimated accuracy of +/- 6 seconds.
 TJ0176
 TJ0176.The orthometric height was determined by differential leveling
 TJ0176.and adjusted by the National Geodetic Survey in 1992..
 TJ0176.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0176.rate of 0.0 thru 1.0 mm/km.
 TJ0176
 TJ0176.The geoid height was determined by GEOID03.
 TJ0176
 TJ0176.The dynamic height is computed by dividing the NAVD 88
 TJ0176.geopotential number by the normal gravity value computed on the
 TJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0176.degrees latitude (g = 980.6199 gals.).
 TJ0176
 TJ0176.The modeled gravity was interpolated from observed gravity values.
 TJ0176
 TJ0176;                    North         East    Units  Estimated Accuracy
 TJ0176;SPC MT       -   456,940.      795,390.      MT  (+/- 180 meters Scaled)
 TJ0176
 TJ0176                          SUPERSEDED SURVEY CONTROL
 TJ0176
 TJ0176  NGVD 29 (??/??/92)  650.362  (m)         2133.73   (f) ADJ UNCH    1 2
 TJ0176
 TJ0176.Superseded values are not recommended for survey control.
 TJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0176.See file dsdata.txt to determine how the superseded data were derived.
 TJ0176
 TJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP619549(NAD 83)
 TJ0176_MARKER: DB = BENCH MARK DISK
 TJ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0176_STAMPING: 2133.729
 TJ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0176+STABILITY: SURFACE MOTION
 TJ0176
 TJ0176  HISTORY     - Date     Condition        Report By
 TJ0176  HISTORY     - UNK      MONUMENTED       CGS
 TJ0176  HISTORY     - 1934     GOOD             NGS
 TJ0176  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0176
 TJ0176                          STATION DESCRIPTION
 TJ0176
 TJ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0176'2.5 MI W FROM TAMPICO.
 TJ0176'2.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM TAMPICO, VALLEY
 TJ0176'COUNTY, 25 FEET WEST OF MILEPOST 292, OPPOSITE CULVER 396, AND 80 FEET
 TJ0176'NORTH OF THE TRACK.  A STANDARD DISK, STAMPED 2133.729 AND SET IN THE
 TJ0176'TOP OF A CONCRETE POST.
 TJ0176
 TJ0176                          STATION RECOVERY (1980)
 TJ0176
 TJ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0353 ***********************************************************************
 TJ0353  DESIGNATION -  I 21
 TJ0353  PID         -  TJ0353
 TJ0353  STATE/COUNTY-  MT/PHILLIPS
 TJ0353  USGS QUAD   -  BOWDOIN (1984)
 TJ0353
 TJ0353                         *CURRENT SURVEY CONTROL
 TJ0353  ___________________________________________________________________
 TJ0353* NAD 83(1986)-  48 25 56.     (N)    107 30 50.     (W)     SCALED    
 TJ0353* NAVD 88     -       675.996  (meters)    2217.83   (feet)  POSTED    
 TJ0353  ___________________________________________________________________
 TJ0353  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TJ0353  DYNAMIC HT  -         676.090 (meters)    2218.14  (feet)  COMP
 TJ0353  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 TJ0353
 TJ0353  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0353
 TJ0353.The horizontal coordinates were scaled from a topographic map and have
 TJ0353.an estimated accuracy of +/- 6 seconds.
 TJ0353
 TJ0353.The orthometric height was determined by differential leveling
 TJ0353.and adjusted by the National Geodetic Survey in 1992..
 TJ0353.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0353.rate of 0.0 thru 1.0 mm/km.
 TJ0353
 TJ0353.The geoid height was determined by GEOID03.
 TJ0353
 TJ0353.The dynamic height is computed by dividing the NAVD 88
 TJ0353.geopotential number by the normal gravity value computed on the
 TJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0353.degrees latitude (g = 980.6199 gals.).
 TJ0353
 TJ0353.The modeled gravity was interpolated from observed gravity values.
 TJ0353
 TJ0353;                    North         East    Units  Estimated Accuracy
 TJ0353;SPC MT       -   466,600.      746,910.      MT  (+/- 180 meters Scaled)
 TJ0353
 TJ0353                          SUPERSEDED SURVEY CONTROL
 TJ0353
 TJ0353  NGVD 29 (??/??/92)  675.276  (m)         2215.47   (f) ADJ UNCH    1 2
 TJ0353
 TJ0353.Superseded values are not recommended for survey control.
 TJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0353.See file dsdata.txt to determine how the superseded data were derived.
 TJ0353
 TJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP140673(NAD 83)
 TJ0353_MARKER: Q = CHISELED SQUARE
 TJ0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TJ0353_SP_SET: CULVERT
 TJ0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0353
 TJ0353  HISTORY     - Date     Condition        Report By
 TJ0353  HISTORY     - UNK      MONUMENTED       CGS
 TJ0353  HISTORY     - 1939     GOOD             DOD
 TJ0353  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0353
 TJ0353                          STATION DESCRIPTION
 TJ0353
 TJ0353'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TJ0353'0.25 MI E FROM WOOLRIDGE.
 TJ0353'1/4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM WOOLRIDGE,
 TJ0353'PHILLIPS COUNTY, ON THE TOP OF THE NORTHEAST CORNER OF CONCRETE
 TJ0353'CULVERT 454, 6 INCHES FROM THE NORTH EDGE, AND 6 INCHES FROM THE EAST
 TJ0353'EDGE.  THE BOTTOM OF A SQUARE HOLE.
 TJ0353
 TJ0353                          STATION RECOVERY (1980)
 TJ0353
 TJ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0257 ***********************************************************************
 TK0257  DESIGNATION -  I 24
 TK0257  PID         -  TK0257
 TK0257  STATE/COUNTY-  MT/HILL
 TK0257  USGS QUAD   -  HAVRE (1977)
 TK0257
 TK0257                         *CURRENT SURVEY CONTROL
 TK0257  ___________________________________________________________________
 TK0257* NAD 83(1986)-  48 33 13.     (N)    109 40 41.     (W)     SCALED    
 TK0257* NAVD 88     -       760.095  (meters)    2493.74   (feet)  ADJUSTED  
 TK0257  ___________________________________________________________________
 TK0257  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 TK0257  DYNAMIC HT  -         760.171 (meters)    2493.99  (feet)  COMP
 TK0257  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 TK0257
 TK0257  VERT ORDER  -  FIRST     CLASS II
 TK0257
 TK0257.The horizontal coordinates were scaled from a topographic map and have
 TK0257.an estimated accuracy of +/- 6 seconds.
 TK0257
 TK0257.The orthometric height was determined by differential leveling
 TK0257.and adjusted by the National Geodetic Survey in June 1991..
 TK0257
 TK0257.The geoid height was determined by GEOID03.
 TK0257
 TK0257.The dynamic height is computed by dividing the NAVD 88
 TK0257.geopotential number by the normal gravity value computed on the
 TK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0257.degrees latitude (g = 980.6199 gals.).
 TK0257
 TK0257.The modeled gravity was interpolated from observed gravity values.
 TK0257
 TK0257;                    North         East    Units  Estimated Accuracy
 TK0257;SPC MT       -   478,250.      586,860.      MT  (+/- 180 meters Scaled)
 TK0257
 TK0257                          SUPERSEDED SURVEY CONTROL
 TK0257
 TK0257  NGVD 29 (??/??/92)  759.391  (m)         2491.44   (f) ADJ UNCH    1 2
 TK0257
 TK0257.Superseded values are not recommended for survey control.
 TK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0257.See file dsdata.txt to determine how the superseded data were derived.
 TK0257
 TK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU975786(NAD 83)
 TK0257_MARKER: DB = BENCH MARK DISK
 TK0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TK0257_SP_SET: BUILDING
 TK0257_STAMPING: 2491.373 I 24
 TK0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0257
 TK0257  HISTORY     - Date     Condition        Report By
 TK0257  HISTORY     - UNK      MONUMENTED       CGS
 TK0257  HISTORY     - 1943     GOOD             LOCENG
 TK0257  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0257
 TK0257                          STATION DESCRIPTION
 TK0257
 TK0257'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 TK0257'IN HAVRE.
 TK0257'AT HAVRE, HILL COUNTY, AT THE CITIZENS BANK OF MONTANA, IN THE BRICK
 TK0257'WALL OF THE BUILDING, AND NEAR THE MAIN ENTRANCE.  A STANDARD DISK,
 TK0257'STAMPED 2491.373 I 24 AND SET VERTICALLY.
 TK0257
 TK0257                          STATION RECOVERY (1979)
 TK0257
 TK0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0257'NOTE=THE BANK HAS BEEN TORN DOWN AND IS NOW A PARKING LOT, THIS MARK
 TK0257'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0228 ***********************************************************************
 TL0228  DESIGNATION -  I 26
 TL0228  PID         -  TL0228
 TL0228  STATE/COUNTY-  MT/LIBERTY
 TL0228  USGS QUAD   -  LOTHAIR (1970)
 TL0228
 TL0228                         *CURRENT SURVEY CONTROL
 TL0228  ___________________________________________________________________
 TL0228* NAD 83(1986)-  48 29 05.     (N)    111 11 58.     (W)     SCALED    
 TL0228* NAVD 88     -       998.714  (meters)    3276.61   (feet)  POSTED    
 TL0228  ___________________________________________________________________
 TL0228  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 TL0228  DYNAMIC HT  -         998.790 (meters)    3276.86  (feet)  COMP
 TL0228  MODELED GRAV-     980,654.0   (mgal)                       NAVD 88
 TL0228
 TL0228  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0228
 TL0228.The horizontal coordinates were scaled from a topographic map and have
 TL0228.an estimated accuracy of +/- 6 seconds.
 TL0228
 TL0228.The orthometric height was determined by differential leveling
 TL0228.and adjusted by the National Geodetic Survey in 1992..
 TL0228.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0228.rate of 0.0 thru 1.0 mm/km.
 TL0228
 TL0228.The geoid height was determined by GEOID03.
 TL0228
 TL0228.The dynamic height is computed by dividing the NAVD 88
 TL0228.geopotential number by the normal gravity value computed on the
 TL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0228.degrees latitude (g = 980.6199 gals.).
 TL0228
 TL0228.The modeled gravity was interpolated from observed gravity values.
 TL0228
 TL0228;                    North         East    Units  Estimated Accuracy
 TL0228;SPC MT       -   471,940.      474,420.      MT  (+/- 180 meters Scaled)
 TL0228
 TL0228                          SUPERSEDED SURVEY CONTROL
 TL0228
 TL0228  NGVD 29 (??/??/92)  997.816  (m)         3273.67   (f) ADJ UNCH    1 2
 TL0228
 TL0228.Superseded values are not recommended for survey control.
 TL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0228.See file dsdata.txt to determine how the superseded data were derived.
 TL0228
 TL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU852701(NAD 83)
 TL0228_MARKER: B = BOLT
 TL0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0228_SP_SET: CULVERT
 TL0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0228
 TL0228  HISTORY     - Date     Condition        Report By
 TL0228  HISTORY     - UNK      MONUMENTED       CGS
 TL0228  HISTORY     - 1934     GOOD             NGS
 TL0228
 TL0228                          STATION DESCRIPTION
 TL0228
 TL0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0228'2 MI E FROM LOTHAIR.
 TL0228'2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM LOTHAIR, LIBERTY
 TL0228'COUNTY, NEAR MILEPOST 1034, AND IN THE NORTHWEST CORNER OF A CULVERT.
 TL0228'A 3/8-INCH COPPER BOLT, FLANKED BY THE LETTERS US.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0076 ***********************************************************************
 RU0076  DESIGNATION -  I 28
 RU0076  PID         -  RU0076
 RU0076  STATE/COUNTY-  MT/CUSTER
 RU0076  USGS QUAD   -  HORTON (1980)
 RU0076
 RU0076                         *CURRENT SURVEY CONTROL
 RU0076  ___________________________________________________________________
 RU0076* NAD 83(1986)-  46 20 30.     (N)    106 03 39.     (W)     SCALED    
 RU0076* NAVD 88     -       732.953  (meters)    2404.70   (feet)  POSTED    
 RU0076  ___________________________________________________________________
 RU0076  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 RU0076  DYNAMIC HT  -         732.890 (meters)    2404.49  (feet)  COMP
 RU0076  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 RU0076
 RU0076  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RU0076
 RU0076.The horizontal coordinates were scaled from a topographic map and have
 RU0076.an estimated accuracy of +/- 6 seconds.
 RU0076
 RU0076.The orthometric height was determined by differential leveling
 RU0076.and adjusted by the National Geodetic Survey in 1992..
 RU0076.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RU0076.rate of 0.0 thru 1.0 mm/km.
 RU0076
 RU0076.The geoid height was determined by GEOID03.
 RU0076
 RU0076.The dynamic height is computed by dividing the NAVD 88
 RU0076.geopotential number by the normal gravity value computed on the
 RU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0076.degrees latitude (g = 980.6199 gals.).
 RU0076
 RU0076.The modeled gravity was interpolated from observed gravity values.
 RU0076
 RU0076;                    North         East    Units  Estimated Accuracy
 RU0076;SPC MT       -   238,250.      864,540.      MT  (+/- 180 meters Scaled)
 RU0076
 RU0076                          SUPERSEDED SURVEY CONTROL
 RU0076
 RU0076.No superseded survey control is available for this station.
 RU0076
 RU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM183325(NAD 83)
 RU0076_MARKER: DD = SURVEY DISK
 RU0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0076_SP_SET: FOUNDATION
 RU0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0076
 RU0076  HISTORY     - Date     Condition        Report By
 RU0076  HISTORY     - UNK      MONUMENTED       CGS
 RU0076  HISTORY     - 1928     GOOD             NGS
 RU0076  HISTORY     - 1934     POOR             NGS
 RU0076
 RU0076                          STATION DESCRIPTION
 RU0076
 RU0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 RU0076'IN HORTON.
 RU0076'AT RY STATION (NO TOWN) 106.2 FT SOUTH OF CENTER N.P RY. MAIN TRACK,
 RU0076'33.2 FT WEST AND 5.5 FT NORTH OF NORTHWEST CORNER OF CONCRETE
 RU0076'FOUNDATION OF SECTION HOUSE.
 RU0076
 RU0076                          STATION RECOVERY (1934)
 RU0076
 RU0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RU0076'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0171 ***********************************************************************
 RT0171  DESIGNATION -  I 29
 RT0171  PID         -  RT0171
 RT0171  STATE/COUNTY-  MT/PRAIRIE
 RT0171  USGS QUAD   -  FALLON (1983)
 RT0171
 RT0171                         *CURRENT SURVEY CONTROL
 RT0171  ___________________________________________________________________
 RT0171* NAD 83(1986)-  46 51 03.     (N)    105 01 56.     (W)     SCALED    
 RT0171* NAVD 88     -       655.229  (meters)    2149.70   (feet)  ADJUSTED  
 RT0171  ___________________________________________________________________
 RT0171  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RT0171  DYNAMIC HT  -         655.213 (meters)    2149.64  (feet)  COMP
 RT0171  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 RT0171
 RT0171  VERT ORDER  -  FIRST     CLASS II
 RT0171
 RT0171.The horizontal coordinates were scaled from a topographic map and have
 RT0171.an estimated accuracy of +/- 6 seconds.
 RT0171
 RT0171.The orthometric height was determined by differential leveling
 RT0171.and adjusted by the National Geodetic Survey in June 1991..
 RT0171
 RT0171.The geoid height was determined by GEOID03.
 RT0171
 RT0171.The dynamic height is computed by dividing the NAVD 88
 RT0171.geopotential number by the normal gravity value computed on the
 RT0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0171.degrees latitude (g = 980.6199 gals.).
 RT0171
 RT0171.The modeled gravity was interpolated from observed gravity values.
 RT0171
 RT0171;                    North         East    Units  Estimated Accuracy
 RT0171;SPC MT       -   298,710.      940,360.      MT  (+/- 180 meters Scaled)
 RT0171
 RT0171                          SUPERSEDED SURVEY CONTROL
 RT0171
 RT0171  NGVD 29 (??/??/92)  654.668  (m)         2147.86   (f) ADJ UNCH    1 2
 RT0171
 RT0171.Superseded values are not recommended for survey control.
 RT0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0171.See file dsdata.txt to determine how the superseded data were derived.
 RT0171
 RT0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM975885(NAD 83)
 RT0171_MARKER: DB = BENCH MARK DISK
 RT0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0171_STAMPING: 2147.814
 RT0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0171+STABILITY: SURFACE MOTION
 RT0171
 RT0171  HISTORY     - Date     Condition        Report By
 RT0171  HISTORY     - UNK      MONUMENTED       CGS
 RT0171  HISTORY     - 1960     GOOD             NGS
 RT0171  HISTORY     - 1981     MARK NOT FOUND   NGS
 RT0171
 RT0171                          STATION DESCRIPTION
 RT0171
 RT0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0171'4.6 MI E FROM FALLON.
 RT0171'4.6 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0171'FALLON, 56 FEET WEST OF MILEPOST 25, IN SECTION 28, R 53 E, T 13 N, 29
 RT0171'FEET NORTHWEST OF THE NORTHWEST RAIL, 21 FEET SOUTH OF A SEMAPHORE
 RT0171'SIGNAL, ABOUT 3 FEET BELOW THE TRACK, AND IN THE TOP OF A CONCRETE
 RT0171'POST PROJECTING 8 INCHES.
 RT0171
 RT0171                          STATION RECOVERY (1981)
 RT0171
 RT0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0171'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0017 ***********************************************************************
 QY0017  DESIGNATION -  I 3
 QY0017  PID         -  QY0017
 QY0017  STATE/COUNTY-  MT/SILVER BOW
 QY0017  USGS QUAD   -  HOMESTAKE (1996)
 QY0017
 QY0017                         *CURRENT SURVEY CONTROL
 QY0017  ___________________________________________________________________
 QY0017* NAD 83(1986)-  45 55 11.     (N)    112 25 28.     (W)     SCALED    
 QY0017* NAVD 88     -      1928.838  (meters)    6328.20   (feet)  POSTED    
 QY0017  ___________________________________________________________________
 QY0017  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 QY0017  DYNAMIC HT  -        1928.050 (meters)    6325.61  (feet)  COMP
 QY0017  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 QY0017
 QY0017  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QY0017
 QY0017.The horizontal coordinates were scaled from a topographic map and have
 QY0017.an estimated accuracy of +/- 6 seconds.
 QY0017
 QY0017.The orthometric height was determined by differential leveling
 QY0017.and adjusted by the National Geodetic Survey in 1992..
 QY0017.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QY0017.rate of 2.1 thru 3.0 mm/km.
 QY0017
 QY0017.The geoid height was determined by GEOID03.
 QY0017
 QY0017.The dynamic height is computed by dividing the NAVD 88
 QY0017.geopotential number by the normal gravity value computed on the
 QY0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0017.degrees latitude (g = 980.6199 gals.).
 QY0017
 QY0017.The modeled gravity was interpolated from observed gravity values.
 QY0017
 QY0017;                    North         East    Units  Estimated Accuracy
 QY0017;SPC MT       -   189,790.      373,290.      MT  (+/- 180 meters Scaled)
 QY0017
 QY0017                          SUPERSEDED SURVEY CONTROL
 QY0017
 QY0017.No superseded survey control is available for this station.
 QY0017
 QY0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR895861(NAD 83)
 QY0017_MARKER: Z = SEE DESCRIPTION
 QY0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0017_SP_SET: STONE POST
 QY0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0017+STABILITY: SURFACE MOTION
 QY0017
 QY0017  HISTORY     - Date     Condition        Report By
 QY0017  HISTORY     - UNK      MONUMENTED       CGS
 QY0017  HISTORY     - 1958     MARK NOT FOUND   NGS
 QY0017
 QY0017                          STATION DESCRIPTION
 QY0017
 QY0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0017'9.8 MI SE FROM BUTTE.
 QY0017'9.8 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM BUTTE,
 QY0017'SILVER BOW COUNTY, AT HIGHVIEW, 40 FEET EAST OF THE STATION SIGN, 45
 QY0017'FEET SOUTH OF THE TRACK, AND 15 FEET NORTH OF A COUNTY ROAD.  THE
 QY0017'BOTTOM OF A SQUARE HOLE CUT IN THE TOP OF A STONE POST, MARKED
 QY0017'U.S.B.M.  NOTE-- A GRADE HAS BEEN PUT IN AT THE LOCATION AND THE MARK
 QY0017'IS EITHER COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0839 ***********************************************************************
 SS0839  DESIGNATION -  I 3 Y
 SS0839  PID         -  SS0839
 SS0839  STATE/COUNTY-  MT/CASCADE
 SS0839  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0839
 SS0839                         *CURRENT SURVEY CONTROL
 SS0839  ___________________________________________________________________
 SS0839* NAD 83(1986)-  47 12 00.     (N)    111 27 09.     (W)     SCALED    
 SS0839* NAVD 88     -      1217.966  (meters)    3995.94   (feet)  ADJUSTED  
 SS0839  ___________________________________________________________________
 SS0839  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 SS0839  DYNAMIC HT  -        1217.810 (meters)    3995.43  (feet)  COMP
 SS0839  MODELED GRAV-     980,443.0   (mgal)                       NAVD 88
 SS0839
 SS0839  VERT ORDER  -  SECOND    CLASS 0
 SS0839
 SS0839.The horizontal coordinates were scaled from a topographic map and have
 SS0839.an estimated accuracy of +/- 6 seconds.
 SS0839
 SS0839.The orthometric height was determined by differential leveling
 SS0839.and adjusted by the National Geodetic Survey in June 1991..
 SS0839
 SS0839.The geoid height was determined by GEOID03.
 SS0839
 SS0839.The dynamic height is computed by dividing the NAVD 88
 SS0839.geopotential number by the normal gravity value computed on the
 SS0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0839.degrees latitude (g = 980.6199 gals.).
 SS0839
 SS0839.The modeled gravity was interpolated from observed gravity values.
 SS0839
 SS0839;                    North         East    Units  Estimated Accuracy
 SS0839;SPC MT       -   329,640.      452,160.      MT  (+/- 180 meters Scaled)
 SS0839
 SS0839                          SUPERSEDED SURVEY CONTROL
 SS0839
 SS0839  NGVD 29 (??/??/92) 1217.016  (m)         3992.83   (f) ADJ UNCH    2 0
 SS0839
 SS0839.Superseded values are not recommended for survey control.
 SS0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0839.See file dsdata.txt to determine how the superseded data were derived.
 SS0839
 SS0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT657274(NAD 83)
 SS0839_MARKER: DS = TRIANGULATION STATION DISK
 SS0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0839_STAMPING: I 3 Y 1961
 SS0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0839+STABILITY: SURFACE MOTION
 SS0839
 SS0839  HISTORY     - Date     Condition        Report By
 SS0839  HISTORY     - 1961     MONUMENTED       CGS
 SS0839
 SS0839                          STATION DESCRIPTION
 SS0839
 SS0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0839'2.95 MI W FROM SPANISH COULEE SCHOOL.
 SS0839'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0839'THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, THENCE 0.25 MILES SOUTH
 SS0839'ALONG A PRIVATE DRIVEWAY, 0.05 MILE EAST OF THE PRIVATE DRIVEWAY, 74
 SS0839'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND A HAY
 SS0839'STACK, 62 FEET NORTH-NORTHWEST OF THE CENTER OF A GATE, 40 FEET SOUTH
 SS0839'OF REFERENCE MARK I 3 Y R.M. 2, 95 FEET NORTHWEST OF REFERENCE MARK I
 SS0839'3 Y R.M. 1, 4 1/2 FEET WEST OF A FENCE, 4.0 FEET WEST OF A WITNESS
 SS0839'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 SS0839'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0840 ***********************************************************************
 SS0840  DESIGNATION -  I 3 Y RM 1
 SS0840  PID         -  SS0840
 SS0840  STATE/COUNTY-  MT/CASCADE
 SS0840  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0840
 SS0840                         *CURRENT SURVEY CONTROL
 SS0840  ___________________________________________________________________
 SS0840* NAD 83(1986)-  47 12 00.     (N)    111 27 09.     (W)     SCALED    
 SS0840* NAVD 88     -      1218.226  (meters)    3996.80   (feet)  ADJUSTED  
 SS0840  ___________________________________________________________________
 SS0840  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 SS0840  DYNAMIC HT  -        1218.070 (meters)    3996.28  (feet)  COMP
 SS0840  MODELED GRAV-     980,443.0   (mgal)                       NAVD 88
 SS0840
 SS0840  VERT ORDER  -  SECOND    CLASS 0
 SS0840
 SS0840.The horizontal coordinates were scaled from a topographic map and have
 SS0840.an estimated accuracy of +/- 6 seconds.
 SS0840
 SS0840.The orthometric height was determined by differential leveling
 SS0840.and adjusted by the National Geodetic Survey in June 1991..
 SS0840
 SS0840.The geoid height was determined by GEOID03.
 SS0840
 SS0840.The dynamic height is computed by dividing the NAVD 88
 SS0840.geopotential number by the normal gravity value computed on the
 SS0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0840.degrees latitude (g = 980.6199 gals.).
 SS0840
 SS0840.The modeled gravity was interpolated from observed gravity values.
 SS0840
 SS0840;                    North         East    Units  Estimated Accuracy
 SS0840;SPC MT       -   329,640.      452,160.      MT  (+/- 180 meters Scaled)
 SS0840
 SS0840                          SUPERSEDED SURVEY CONTROL
 SS0840
 SS0840  NGVD 29 (??/??/92) 1217.276  (m)         3993.68   (f) ADJ UNCH    2 0
 SS0840
 SS0840.Superseded values are not recommended for survey control.
 SS0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0840.See file dsdata.txt to determine how the superseded data were derived.
 SS0840
 SS0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT657274(NAD 83)
 SS0840_MARKER: DR = REFERENCE MARK DISK
 SS0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0840_STAMPING: I 3 Y NO. 1 1961
 SS0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0840+STABILITY: SURFACE MOTION
 SS0840
 SS0840  HISTORY     - Date     Condition        Report By
 SS0840  HISTORY     - 1961     MONUMENTED       CGS
 SS0840
 SS0840                          STATION DESCRIPTION
 SS0840
 SS0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0840'2.95 MI W FROM SPANISH COULEE SCHOOL.
 SS0840'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0840'THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, THENCE 0.25 MILE SOUTH
 SS0840'ALONG A PRIVATE DRIVEWAY, 0.05 MILE EAST OF THE DRIVEWAY, 95 FEET
 SS0840'SOUTHEAST OF TRIANGULATION STATION I 3 Y, 128 FEET SOUTH-SOUTHEAST OF
 SS0840'REFERENCE MARK I 3 Y R.M. 2, 53 FEET EAST OF A FENCE CORNER, 1.0 FOOT
 SS0840'NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 SS0840'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0838 ***********************************************************************
 SS0838  DESIGNATION -  I 3 Y RM 2
 SS0838  PID         -  SS0838
 SS0838  STATE/COUNTY-  MT/CASCADE
 SS0838  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0838
 SS0838                         *CURRENT SURVEY CONTROL
 SS0838  ___________________________________________________________________
 SS0838* NAD 83(1986)-  47 12 00.     (N)    111 27 09.     (W)     SCALED    
 SS0838* NAVD 88     -      1217.902  (meters)    3995.73   (feet)  ADJUSTED  
 SS0838  ___________________________________________________________________
 SS0838  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 SS0838  DYNAMIC HT  -        1217.747 (meters)    3995.22  (feet)  COMP
 SS0838  MODELED GRAV-     980,443.0   (mgal)                       NAVD 88
 SS0838
 SS0838  VERT ORDER  -  SECOND    CLASS 0
 SS0838
 SS0838.The horizontal coordinates were scaled from a topographic map and have
 SS0838.an estimated accuracy of +/- 6 seconds.
 SS0838
 SS0838.The orthometric height was determined by differential leveling
 SS0838.and adjusted by the National Geodetic Survey in June 1991..
 SS0838
 SS0838.The geoid height was determined by GEOID03.
 SS0838
 SS0838.The dynamic height is computed by dividing the NAVD 88
 SS0838.geopotential number by the normal gravity value computed on the
 SS0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0838.degrees latitude (g = 980.6199 gals.).
 SS0838
 SS0838.The modeled gravity was interpolated from observed gravity values.
 SS0838
 SS0838;                    North         East    Units  Estimated Accuracy
 SS0838;SPC MT       -   329,640.      452,160.      MT  (+/- 180 meters Scaled)
 SS0838
 SS0838                          SUPERSEDED SURVEY CONTROL
 SS0838
 SS0838  NGVD 29 (??/??/92) 1216.953  (m)         3992.62   (f) ADJ UNCH    2 0
 SS0838
 SS0838.Superseded values are not recommended for survey control.
 SS0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0838.See file dsdata.txt to determine how the superseded data were derived.
 SS0838
 SS0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT657274(NAD 83)
 SS0838_MARKER: DR = REFERENCE MARK DISK
 SS0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0838_STAMPING: I 3 Y NO. 2 1961
 SS0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0838+STABILITY: SURFACE MOTION
 SS0838
 SS0838  HISTORY     - Date     Condition        Report By
 SS0838  HISTORY     - 1961     MONUMENTED       CGS
 SS0838
 SS0838                          STATION DESCRIPTION
 SS0838
 SS0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0838'2.95 MI W FROM SPANISH COULEE SCHOOL.
 SS0838'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0838'THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, THENCE 0.25 MILE SOUTH
 SS0838'ALONG A PRIVATE DRIVEWAY, 0.05 MILE EAST OF THE DRIVEWAY, 40 FEET
 SS0838'NORTH OF TRIANGULATION STATION I 3 Y, 128 FEET NORTH-NORTHWEST OF
 SS0838'BENCH MARK I 3 Y R.M. 1, 114 FEET NORTH OF A FENCE CORNER, 40 FEET
 SS0838'NORTH OF A WITNESS POST, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP
 SS0838'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0265 ***********************************************************************
 TJ0265  DESIGNATION -  I 31
 TJ0265  PID         -  TJ0265
 TJ0265  STATE/COUNTY-  MT/VALLEY
 TJ0265  USGS QUAD   -  JONES COULEE (1984)
 TJ0265
 TJ0265                         *CURRENT SURVEY CONTROL
 TJ0265  ___________________________________________________________________
 TJ0265* NAD 83(1986)-  48 34 57.     (N)    107 05 32.     (W)     SCALED    
 TJ0265* NAVD 88     -       830.563  (meters)    2724.94   (feet)  POSTED    
 TJ0265  ___________________________________________________________________
 TJ0265  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TJ0265  DYNAMIC HT  -         830.680 (meters)    2725.32  (feet)  COMP
 TJ0265  MODELED GRAV-     980,723.4   (mgal)                       NAVD 88
 TJ0265
 TJ0265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0265
 TJ0265.The horizontal coordinates were scaled from a topographic map and have
 TJ0265.an estimated accuracy of +/- 6 seconds.
 TJ0265
 TJ0265.The orthometric height was determined by differential leveling
 TJ0265.and adjusted by the National Geodetic Survey in 1992..
 TJ0265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0265.rate of 0.0 thru 1.0 mm/km.
 TJ0265
 TJ0265.The geoid height was determined by GEOID03.
 TJ0265
 TJ0265.The dynamic height is computed by dividing the NAVD 88
 TJ0265.geopotential number by the normal gravity value computed on the
 TJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0265.degrees latitude (g = 980.6199 gals.).
 TJ0265
 TJ0265.The modeled gravity was interpolated from observed gravity values.
 TJ0265
 TJ0265;                    North         East    Units  Estimated Accuracy
 TJ0265;SPC MT       -   484,170.      777,580.      MT  (+/- 180 meters Scaled)
 TJ0265
 TJ0265                          SUPERSEDED SURVEY CONTROL
 TJ0265
 TJ0265  NGVD 29 (??/??/92)  829.888  (m)         2722.72   (f) ADJ UNCH    1 2
 TJ0265
 TJ0265.Superseded values are not recommended for survey control.
 TJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0265.See file dsdata.txt to determine how the superseded data were derived.
 TJ0265
 TJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP456831(NAD 83)
 TJ0265_MARKER: DB = BENCH MARK DISK
 TJ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0265_STAMPING: 2722.724 I 31 1921
 TJ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0265+STABILITY: SURFACE MOTION
 TJ0265
 TJ0265  HISTORY     - Date     Condition        Report By
 TJ0265  HISTORY     - 1921     MONUMENTED       CGS
 TJ0265  HISTORY     - 1934     GOOD             NGS
 TJ0265  HISTORY     - 1968     MARK NOT FOUND   USGS
 TJ0265  HISTORY     - 1976     GOOD             USGS
 TJ0265
 TJ0265                          STATION DESCRIPTION
 TJ0265
 TJ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0265'14.2 MI N FROM HINSDALE.
 TJ0265'14.2 MILES NORTH ALONG A GRADED ROAD FROM HINSDALE, VALLEY COUNTY, ON
 TJ0265'THE MAIL ROAD, AND AT THE POINT WHERE THE ROAD TURNS FROM WEST TO
 TJ0265'NORTH, IN THE ROADWAY 3 FEET EAST OF A FIELD-FENCE CORNER, AND SET IN
 TJ0265'THE TOP OF A CONCRETE POST.  NOTE-- ROADS IN THE AREA HAVE BEEN
 TJ0265'CHANGED SEVERAL TIMES SINCE MARK WAS SET.
 TJ0265
 TJ0265                          STATION RECOVERY (1968)
 TJ0265
 TJ0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TJ0265'MARK NOT FOUND.
 TJ0265
 TJ0265                          STATION RECOVERY (1976)
 TJ0265
 TJ0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0265'TO REACH FROM THE JNCT. OF U.S. HWY. 2 AND STATE HWY. 537, PROCEED
 TJ0265'NORTH ON HWY. 537 9.7 MI. TO END OF PAVEMENT, CONTINUE NORTH ON
 TJ0265'GRADED ROAD 4.1 MI. TO TRACK ROAD WEST TO A MICROWAVE TOWER AND BENCH
 TJ0265'MARK. THE MARK IS IN THE CENTER OF TRACK ROAD, 0.1 FT. BELOW SURFACE,
 TJ0265'74 FT. WSW OF RD. JNCT., 30 FT. WNW OF A FENCE CORNER, 245 FT. SE OF
 TJ0265'THE MICROWAVE TOWER, AND 15.2 FT. N OF THE CENTER OF A POWER POLE, A
 TJ0265'STANDARD USC AND GS BRONZE TABLET SET IN THE TOP OF A CONCRETE POST,
 TJ0265'AND STAMPED I-31 1921 2722.724.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0185 ***********************************************************************
 QX0185  DESIGNATION -  I 4
 QX0185  PID         -  QX0185
 QX0185  STATE/COUNTY-  MT/GALLATIN
 QX0185  USGS QUAD   -  LOGAN (1987)
 QX0185
 QX0185                         *CURRENT SURVEY CONTROL
 QX0185  ___________________________________________________________________
 QX0185* NAD 83(1986)-  45 53 09.     (N)    111 25 38.     (W)     SCALED    
 QX0185* NAVD 88     -      1251.072  (meters)    4104.56   (feet)  ADJUSTED  
 QX0185  ___________________________________________________________________
 QX0185  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 QX0185  DYNAMIC HT  -        1250.734 (meters)    4103.45  (feet)  COMP
 QX0185  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 QX0185
 QX0185  VERT ORDER  -  FIRST     CLASS II
 QX0185
 QX0185.The horizontal coordinates were scaled from a topographic map and have
 QX0185.an estimated accuracy of +/- 6 seconds.
 QX0185
 QX0185.The orthometric height was determined by differential leveling
 QX0185.and adjusted by the National Geodetic Survey in June 1991..
 QX0185
 QX0185.The geoid height was determined by GEOID03.
 QX0185
 QX0185.The dynamic height is computed by dividing the NAVD 88
 QX0185.geopotential number by the normal gravity value computed on the
 QX0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0185.degrees latitude (g = 980.6199 gals.).
 QX0185
 QX0185.The modeled gravity was interpolated from observed gravity values.
 QX0185
 QX0185;                    North         East    Units  Estimated Accuracy
 QX0185;SPC MT       -   183,630.      450,480.      MT  (+/- 180 meters Scaled)
 QX0185
 QX0185                          SUPERSEDED SURVEY CONTROL
 QX0185
 QX0185  NGVD 29 (??/??/92) 1250.04   (m)         4101.2    (f) COMPUTED    1 2
 QX0185
 QX0185.Superseded values are not recommended for survey control.
 QX0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0185.See file dsdata.txt to determine how the superseded data were derived.
 QX0185
 QX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR668814(NAD 83)
 QX0185_MARKER: Q = CHISELED SQUARE
 QX0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0185+STABILITY: SURFACE MOTION
 QX0185
 QX0185  HISTORY     - Date     Condition        Report By
 QX0185  HISTORY     - UNK      MONUMENTED       CGS
 QX0185  HISTORY     - 1958     MARK NOT FOUND   NGS
 QX0185
 QX0185                          STATION DESCRIPTION
 QX0185
 QX0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0185'IN LOGAN.
 QX0185'AT LOGAN, GALLATIN COUNTY, SOUTHWEST OF THE NORTHERN PACIFIC RAILWAY
 QX0185'STATION, ABOUT 18 YARDS NORTH OF A POINT ABOUT 42 YARDS WEST OF THE
 QX0185'INTERSECTION OF THE CENTERLINES OF RAILROAD AND FLOWER STREETS, ABOUT
 QX0185'7 FEET WEST OF THE WEST END OF AN ORANGE COLORED BUILDING, FORMERLY
 QX0185'OCCUPIED BY THE MONARCH LUMBER CO., AND DIRECTLY OPPOSITE JACKS PLACE.
 QX0185'THE BOTTOM OF A SQUARE HOLE CUT IN THE TOP OF A RED SANDSTONE POST,
 QX0185'MARKED U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0929 ***********************************************************************
 SS0929  DESIGNATION -  I 4 X
 SS0929  PID         -  SS0929
 SS0929  STATE/COUNTY-  MT/CASCADE
 SS0929  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0929
 SS0929                         *CURRENT SURVEY CONTROL
 SS0929  ___________________________________________________________________
 SS0929* NAD 83(1986)-  47 09 03.     (N)    111 33 39.     (W)     SCALED    
 SS0929* NAVD 88     -      1311.729  (meters)    4303.56   (feet)  ADJUSTED  
 SS0929  ___________________________________________________________________
 SS0929  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 SS0929  DYNAMIC HT  -        1311.550 (meters)    4302.98  (feet)  COMP
 SS0929  MODELED GRAV-     980,430.4   (mgal)                       NAVD 88
 SS0929
 SS0929  VERT ORDER  -  SECOND    CLASS 0
 SS0929
 SS0929.The horizontal coordinates were scaled from a topographic map and have
 SS0929.an estimated accuracy of +/- 6 seconds.
 SS0929
 SS0929.The orthometric height was determined by differential leveling
 SS0929.and adjusted by the National Geodetic Survey in June 1991..
 SS0929
 SS0929.The geoid height was determined by GEOID03.
 SS0929
 SS0929.The dynamic height is computed by dividing the NAVD 88
 SS0929.geopotential number by the normal gravity value computed on the
 SS0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0929.degrees latitude (g = 980.6199 gals.).
 SS0929
 SS0929.The modeled gravity was interpolated from observed gravity values.
 SS0929
 SS0929;                    North         East    Units  Estimated Accuracy
 SS0929;SPC MT       -   324,390.      443,820.      MT  (+/- 180 meters Scaled)
 SS0929
 SS0929                          SUPERSEDED SURVEY CONTROL
 SS0929
 SS0929  NGVD 29 (??/??/92) 1310.774  (m)         4300.43   (f) ADJ UNCH    2 0
 SS0929
 SS0929.Superseded values are not recommended for survey control.
 SS0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0929.See file dsdata.txt to determine how the superseded data were derived.
 SS0929
 SS0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT574220(NAD 83)
 SS0929_MARKER: DS = TRIANGULATION STATION DISK
 SS0929_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0929_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0929_STAMPING: I 4 X 1961
 SS0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0929
 SS0929  HISTORY     - Date     Condition        Report By
 SS0929  HISTORY     - 1961     MONUMENTED       CGS
 SS0929
 SS0929                          STATION DESCRIPTION
 SS0929
 SS0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0929'15.1 MI SE FROM CASCADE.
 SS0929'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0929'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0929'ROAD, THENCE 8.5 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.3 MILE
 SS0929'NORTH ACROSS COUNTRY, 0.3 MILE SOUTH ACROSS COUNTRY 0.2 MILE SOUTHEAST
 SS0929'ALONG A COUNTY ROAD AND 0.75 MILE SOUTHWEST ALONG A TRACK FIELD ROAD
 SS0929'FROM BENCH MARK E 244, 20 FEET EAST OF THE CENTER LINE OF AN ABANDONED
 SS0929'TRACK ROAD, 39 FEET NORTH OF REFERENCE MARK I 4 X R.M. 1, 42 FEET EAST
 SS0929'OF REFERENCE MARK I 4 X R.M. 2, 3.0 FEET NORTH-NORTHEAST OF A WITNESS
 SS0929'POST, AND A DISK WELDED ON THE TOP OF A 2-INCH IRON PIPE WHICH
 SS0929'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0930 ***********************************************************************
 SS0930  DESIGNATION -  I 4 X RM 1
 SS0930  PID         -  SS0930
 SS0930  STATE/COUNTY-  MT/CASCADE
 SS0930  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0930
 SS0930                         *CURRENT SURVEY CONTROL
 SS0930  ___________________________________________________________________
 SS0930* NAD 83(1986)-  47 09 03.     (N)    111 33 39.     (W)     SCALED    
 SS0930* NAVD 88     -      1312.075  (meters)    4304.70   (feet)  ADJUSTED  
 SS0930  ___________________________________________________________________
 SS0930  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 SS0930  DYNAMIC HT  -        1311.896 (meters)    4304.11  (feet)  COMP
 SS0930  MODELED GRAV-     980,430.4   (mgal)                       NAVD 88
 SS0930
 SS0930  VERT ORDER  -  SECOND    CLASS 0
 SS0930
 SS0930.The horizontal coordinates were scaled from a topographic map and have
 SS0930.an estimated accuracy of +/- 6 seconds.
 SS0930
 SS0930.The orthometric height was determined by differential leveling
 SS0930.and adjusted by the National Geodetic Survey in June 1991..
 SS0930
 SS0930.The geoid height was determined by GEOID03.
 SS0930
 SS0930.The dynamic height is computed by dividing the NAVD 88
 SS0930.geopotential number by the normal gravity value computed on the
 SS0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0930.degrees latitude (g = 980.6199 gals.).
 SS0930
 SS0930.The modeled gravity was interpolated from observed gravity values.
 SS0930
 SS0930;                    North         East    Units  Estimated Accuracy
 SS0930;SPC MT       -   324,390.      443,820.      MT  (+/- 180 meters Scaled)
 SS0930
 SS0930                          SUPERSEDED SURVEY CONTROL
 SS0930
 SS0930  NGVD 29 (??/??/92) 1311.120  (m)         4301.57   (f) ADJ UNCH    2 0
 SS0930
 SS0930.Superseded values are not recommended for survey control.
 SS0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0930.See file dsdata.txt to determine how the superseded data were derived.
 SS0930
 SS0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT574220(NAD 83)
 SS0930_MARKER: DR = REFERENCE MARK DISK
 SS0930_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0930_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0930_STAMPING: I 4 X NO. 1 1961
 SS0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0930
 SS0930  HISTORY     - Date     Condition        Report By
 SS0930  HISTORY     - 1961     MONUMENTED       CGS
 SS0930
 SS0930                          STATION DESCRIPTION
 SS0930
 SS0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0930'15.1 MI SE FROM CASCADE.
 SS0930'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0930'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0930'ROAD, THENCE 8.5 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.3 MILE
 SS0930'NORTH ACROSS COUNTRY, 20 FEET EAST OF THE CENTER LINE OF AN ABANDONED
 SS0930'TRACK ROAD, 39 FEET SOUTH OF TRIANGULATION STATION I 4 X, 36 FEET
 SS0930'SOUTH OF A WITNESS POST, 58 FEET SOUTHEAST OF REFERENCE MARK I 4 X
 SS0930'R.M. 2, AND WELDED ON THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 0.5
 SS0930'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0928 ***********************************************************************
 SS0928  DESIGNATION -  I 4 X RM 2
 SS0928  PID         -  SS0928
 SS0928  STATE/COUNTY-  MT/CASCADE
 SS0928  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0928
 SS0928                         *CURRENT SURVEY CONTROL
 SS0928  ___________________________________________________________________
 SS0928* NAD 83(1986)-  47 09 03.     (N)    111 33 39.     (W)     SCALED    
 SS0928* NAVD 88     -      1311.873  (meters)    4304.04   (feet)  ADJUSTED  
 SS0928  ___________________________________________________________________
 SS0928  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 SS0928  DYNAMIC HT  -        1311.694 (meters)    4303.45  (feet)  COMP
 SS0928  MODELED GRAV-     980,430.4   (mgal)                       NAVD 88
 SS0928
 SS0928  VERT ORDER  -  SECOND    CLASS 0
 SS0928
 SS0928.The horizontal coordinates were scaled from a topographic map and have
 SS0928.an estimated accuracy of +/- 6 seconds.
 SS0928
 SS0928.The orthometric height was determined by differential leveling
 SS0928.and adjusted by the National Geodetic Survey in June 1991..
 SS0928
 SS0928.The geoid height was determined by GEOID03.
 SS0928
 SS0928.The dynamic height is computed by dividing the NAVD 88
 SS0928.geopotential number by the normal gravity value computed on the
 SS0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0928.degrees latitude (g = 980.6199 gals.).
 SS0928
 SS0928.The modeled gravity was interpolated from observed gravity values.
 SS0928
 SS0928;                    North         East    Units  Estimated Accuracy
 SS0928;SPC MT       -   324,390.      443,820.      MT  (+/- 180 meters Scaled)
 SS0928
 SS0928                          SUPERSEDED SURVEY CONTROL
 SS0928
 SS0928  NGVD 29 (??/??/92) 1310.919  (m)         4300.91   (f) ADJ UNCH    2 0
 SS0928
 SS0928.Superseded values are not recommended for survey control.
 SS0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0928.See file dsdata.txt to determine how the superseded data were derived.
 SS0928
 SS0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT574220(NAD 83)
 SS0928_MARKER: DR = REFERENCE MARK DISK
 SS0928_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0928_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0928_STAMPING: I 4 X NO. 2 1961
 SS0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0928
 SS0928  HISTORY     - Date     Condition        Report By
 SS0928  HISTORY     - 1961     MONUMENTED       CGS
 SS0928
 SS0928                          STATION DESCRIPTION
 SS0928
 SS0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0928'15.1 MI SE FROM CASCADE.
 SS0928'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0928'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0928'ROAD, THENCE 8.5 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.3 MILE
 SS0928'NORTH ACROSS COUNTRY, 42 FEET WEST OF TRIANGULATION STATION I 4 X, 58
 SS0928'FEET NORTHWEST OF REFERENCE MARK I 4 X R.M. 1, 22 FEET WEST-NORTHWEST
 SS0928'OF THE CENTER LINE OF AN ABANDONED TRACK ROAD, 42 FEET WEST-NORTHWEST
 SS0928'OF A WITNESS POST, AND WELDED ON TOP OF A 2-INCH IRON PIPE WHICH
 SS0928'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0914 ***********************************************************************
 SS0914  DESIGNATION -  I 5 W
 SS0914  PID         -  SS0914
 SS0914  STATE/COUNTY-  MT/CASCADE
 SS0914  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0914
 SS0914                         *CURRENT SURVEY CONTROL
 SS0914  ___________________________________________________________________
 SS0914* NAD 83(1986)-  47 13 58.     (N)    111 34 53.     (W)     SCALED    
 SS0914* NAVD 88     -      1072.849  (meters)    3519.84   (feet)  ADJUSTED  
 SS0914  ___________________________________________________________________
 SS0914  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SS0914  DYNAMIC HT  -        1072.724 (meters)    3519.43  (feet)  COMP
 SS0914  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 SS0914
 SS0914  VERT ORDER  -  SECOND    CLASS 0
 SS0914
 SS0914.The horizontal coordinates were scaled from a topographic map and have
 SS0914.an estimated accuracy of +/- 6 seconds.
 SS0914
 SS0914.The orthometric height was determined by differential leveling
 SS0914.and adjusted by the National Geodetic Survey in June 1991..
 SS0914
 SS0914.The geoid height was determined by GEOID03.
 SS0914
 SS0914.The dynamic height is computed by dividing the NAVD 88
 SS0914.geopotential number by the normal gravity value computed on the
 SS0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0914.degrees latitude (g = 980.6199 gals.).
 SS0914
 SS0914.The modeled gravity was interpolated from observed gravity values.
 SS0914
 SS0914;                    North         East    Units  Estimated Accuracy
 SS0914;SPC MT       -   333,530.      442,500.      MT  (+/- 180 meters Scaled)
 SS0914
 SS0914                          SUPERSEDED SURVEY CONTROL
 SS0914
 SS0914  NGVD 29 (??/??/92) 1071.907  (m)         3516.75   (f) ADJ UNCH    2 0
 SS0914
 SS0914.Superseded values are not recommended for survey control.
 SS0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0914.See file dsdata.txt to determine how the superseded data were derived.
 SS0914
 SS0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT559311(NAD 83)
 SS0914_MARKER: DS = TRIANGULATION STATION DISK
 SS0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0914_STAMPING: I 5 W 1961
 SS0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0914+STABILITY: SURFACE MOTION
 SS0914
 SS0914  HISTORY     - Date     Condition        Report By
 SS0914  HISTORY     - 1961     MONUMENTED       CGS
 SS0914
 SS0914                          STATION DESCRIPTION
 SS0914
 SS0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0914'7.4 MI SE FROM CASCADE.
 SS0914'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0914'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0914'ROAD, THENCE 0.9 MILE EAST ALONG A COUNTY ROAD, THENCE 0.2 MILE SOUTH
 SS0914'ALONG A FENCE, IN LINE WITH A ROW OF POWER LINE POLES, 82 FEET NORTH
 SS0914'OF A FENCE, 54 FEET NORTH OF REFERENCE MARK I 5 W R.M. 2, 49 FEET WEST
 SS0914'OF REFERENCE MARK I 5 W R.M. 1, 6 FEET EAST OF A POWER LINE POLE, AND
 SS0914'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS0914'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0912 ***********************************************************************
 SS0912  DESIGNATION -  I 5 W AZ MK
 SS0912  PID         -  SS0912
 SS0912  STATE/COUNTY-  MT/CASCADE
 SS0912  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0912
 SS0912                         *CURRENT SURVEY CONTROL
 SS0912  ___________________________________________________________________
 SS0912* NAD 83(1986)-  47 14 24.     (N)    111 35 13.     (W)     SCALED    
 SS0912* NAVD 88     -      1058.188  (meters)    3471.74   (feet)  ADJUSTED  
 SS0912  ___________________________________________________________________
 SS0912  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 SS0912  DYNAMIC HT  -        1058.068 (meters)    3471.34  (feet)  COMP
 SS0912  MODELED GRAV-     980,464.1   (mgal)                       NAVD 88
 SS0912
 SS0912  VERT ORDER  -  SECOND    CLASS 0
 SS0912
 SS0912.The horizontal coordinates were scaled from a topographic map and have
 SS0912.an estimated accuracy of +/- 6 seconds.
 SS0912
 SS0912.The orthometric height was determined by differential leveling
 SS0912.and adjusted by the National Geodetic Survey in June 1991..
 SS0912
 SS0912.The geoid height was determined by GEOID03.
 SS0912
 SS0912.The dynamic height is computed by dividing the NAVD 88
 SS0912.geopotential number by the normal gravity value computed on the
 SS0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0912.degrees latitude (g = 980.6199 gals.).
 SS0912
 SS0912.The modeled gravity was interpolated from observed gravity values.
 SS0912
 SS0912;                    North         East    Units  Estimated Accuracy
 SS0912;SPC MT       -   334,350.      442,100.      MT  (+/- 180 meters Scaled)
 SS0912
 SS0912                          SUPERSEDED SURVEY CONTROL
 SS0912
 SS0912  NGVD 29 (??/??/92) 1057.249  (m)         3468.66   (f) ADJ UNCH    2 0
 SS0912
 SS0912.Superseded values are not recommended for survey control.
 SS0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0912.See file dsdata.txt to determine how the superseded data were derived.
 SS0912
 SS0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT555320(NAD 83)
 SS0912_MARKER: DZ = AZIMUTH MARK DISK
 SS0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0912_STAMPING: I 5 W 1961
 SS0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0912+STABILITY: SURFACE MOTION
 SS0912
 SS0912  HISTORY     - Date     Condition        Report By
 SS0912  HISTORY     - 1961     MONUMENTED       CGS
 SS0912
 SS0912                          STATION DESCRIPTION
 SS0912
 SS0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0912'6.8 MI SE FROM CASCADE.
 SS0912'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0912'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0912'ROAD, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, ON THE OUTSIDE OF A
 SS0912'CURVE, 73 FEET NORTH OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF A
 SS0912'FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE, 1.0 FOOT NORTH OF A WITNESS
 SS0912'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SS0912'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0913 ***********************************************************************
 SS0913  DESIGNATION -  I 5 W RM 1
 SS0913  PID         -  SS0913
 SS0913  STATE/COUNTY-  MT/CASCADE
 SS0913  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0913
 SS0913                         *CURRENT SURVEY CONTROL
 SS0913  ___________________________________________________________________
 SS0913* NAD 83(1986)-  47 13 59.     (N)    111 34 53.     (W)     SCALED    
 SS0913* NAVD 88     -      1073.858  (meters)    3523.15   (feet)  ADJUSTED  
 SS0913  ___________________________________________________________________
 SS0913  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SS0913  DYNAMIC HT  -        1073.734 (meters)    3522.74  (feet)  COMP
 SS0913  MODELED GRAV-     980,460.8   (mgal)                       NAVD 88
 SS0913
 SS0913  VERT ORDER  -  SECOND    CLASS 0
 SS0913
 SS0913.The horizontal coordinates were scaled from a topographic map and have
 SS0913.an estimated accuracy of +/- 6 seconds.
 SS0913
 SS0913.The orthometric height was determined by differential leveling
 SS0913.and adjusted by the National Geodetic Survey in June 1991..
 SS0913
 SS0913.The geoid height was determined by GEOID03.
 SS0913
 SS0913.The dynamic height is computed by dividing the NAVD 88
 SS0913.geopotential number by the normal gravity value computed on the
 SS0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0913.degrees latitude (g = 980.6199 gals.).
 SS0913
 SS0913.The modeled gravity was interpolated from observed gravity values.
 SS0913
 SS0913;                    North         East    Units  Estimated Accuracy
 SS0913;SPC MT       -   333,560.      442,500.      MT  (+/- 180 meters Scaled)
 SS0913
 SS0913                          SUPERSEDED SURVEY CONTROL
 SS0913
 SS0913  NGVD 29 (??/??/92) 1072.917  (m)         3520.06   (f) ADJ UNCH    2 0
 SS0913
 SS0913.Superseded values are not recommended for survey control.
 SS0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0913.See file dsdata.txt to determine how the superseded data were derived.
 SS0913
 SS0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT559312(NAD 83)
 SS0913_MARKER: DR = REFERENCE MARK DISK
 SS0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0913_STAMPING: I 5 W NO. 1 1961
 SS0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0913+STABILITY: SURFACE MOTION
 SS0913
 SS0913  HISTORY     - Date     Condition        Report By
 SS0913  HISTORY     - 1961     MONUMENTED       CGS
 SS0913
 SS0913                          STATION DESCRIPTION
 SS0913
 SS0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0913'7.4 MI SE FROM CASCADE.
 SS0913'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0913'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0913'ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A COUNTY ROAD, THENCE 0.2 MILE
 SS0913'SOUTH ALONG A FENCE, 82 FEET NORTH OF A FENCE, 77 FEET WEST OF A
 SS0913'FENCE, 49 FEET EAST OF TRIANGULATION STATION I 5 W, 75.5 FEET
 SS0913'NORTHEAST OF REFERENCE MARK I 5 W R.M. 2, AND SET IN THE TOP OF A
 SS0913'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0915 ***********************************************************************
 SS0915  DESIGNATION -  I 5 W RM 2
 SS0915  PID         -  SS0915
 SS0915  STATE/COUNTY-  MT/CASCADE
 SS0915  USGS QUAD   -  SCHRAMMECK LAKE (1976)
 SS0915
 SS0915                         *CURRENT SURVEY CONTROL
 SS0915  ___________________________________________________________________
 SS0915* NAD 83(1986)-  47 13 58.     (N)    111 34 53.     (W)     SCALED    
 SS0915* NAVD 88     -      1072.782  (meters)    3519.62   (feet)  ADJUSTED  
 SS0915  ___________________________________________________________________
 SS0915  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SS0915  DYNAMIC HT  -        1072.658 (meters)    3519.21  (feet)  COMP
 SS0915  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 SS0915
 SS0915  VERT ORDER  -  SECOND    CLASS 0
 SS0915
 SS0915.The horizontal coordinates were scaled from a topographic map and have
 SS0915.an estimated accuracy of +/- 6 seconds.
 SS0915
 SS0915.The orthometric height was determined by differential leveling
 SS0915.and adjusted by the National Geodetic Survey in June 1991..
 SS0915
 SS0915.The geoid height was determined by GEOID03.
 SS0915
 SS0915.The dynamic height is computed by dividing the NAVD 88
 SS0915.geopotential number by the normal gravity value computed on the
 SS0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0915.degrees latitude (g = 980.6199 gals.).
 SS0915
 SS0915.The modeled gravity was interpolated from observed gravity values.
 SS0915
 SS0915;                    North         East    Units  Estimated Accuracy
 SS0915;SPC MT       -   333,530.      442,500.      MT  (+/- 180 meters Scaled)
 SS0915
 SS0915                          SUPERSEDED SURVEY CONTROL
 SS0915
 SS0915  NGVD 29 (??/??/92) 1071.841  (m)         3516.53   (f) ADJ UNCH    2 0
 SS0915
 SS0915.Superseded values are not recommended for survey control.
 SS0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0915.See file dsdata.txt to determine how the superseded data were derived.
 SS0915
 SS0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT559311(NAD 83)
 SS0915_MARKER: DR = REFERENCE MARK DISK
 SS0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0915_STAMPING: I 5 W NO. 2 1961
 SS0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0915+STABILITY: SURFACE MOTION
 SS0915
 SS0915  HISTORY     - Date     Condition        Report By
 SS0915  HISTORY     - 1961     MONUMENTED       CGS
 SS0915
 SS0915                          STATION DESCRIPTION
 SS0915
 SS0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0915'7.4 MI SE FROM CASCADE.
 SS0915'1.9 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GREAT NORTHERN
 SS0915'RAILWAY STATION AT CASCADE, THENCE 4.4 MILES EAST ALONG AN ASPHALT
 SS0915'ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A COUNTY ROAD, THENCE 0.2 MILE
 SS0915'SOUTH ALONG A FENCE, 54 FEET SOUTH OF TRIANGULATION STATION I 5 W, 28
 SS0915'FEET NORTH OF A FENCE, 53 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE,
 SS0915'75.5 FEET SOUTHWEST OF REFERENCE MARK I 5 W R.M. 1, AND SET IN THE TOP
 SS0915'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0253 ***********************************************************************
 QW0253  DESIGNATION -  I 6
 QW0253  PID         -  QW0253
 QW0253  STATE/COUNTY-  MT/STILLWATER
 QW0253  USGS QUAD   -  SHANE RIDGE (1956)
 QW0253
 QW0253                         *CURRENT SURVEY CONTROL
 QW0253  ___________________________________________________________________
 QW0253* NAD 83(1986)-  45 36 05.     (N)    109 08 52.     (W)     SCALED    
 QW0253* NAVD 88     -      1081.057  (meters)    3546.77   (feet)  ADJUSTED  
 QW0253  ___________________________________________________________________
 QW0253  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 QW0253  DYNAMIC HT  -        1080.779 (meters)    3545.86  (feet)  COMP
 QW0253  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 QW0253
 QW0253  VERT ORDER  -  FIRST     CLASS II
 QW0253
 QW0253.The horizontal coordinates were scaled from a topographic map and have
 QW0253.an estimated accuracy of +/- 6 seconds.
 QW0253
 QW0253.The orthometric height was determined by differential leveling
 QW0253.and adjusted by the National Geodetic Survey in June 1991..
 QW0253
 QW0253.The geoid height was determined by GEOID03.
 QW0253
 QW0253.The dynamic height is computed by dividing the NAVD 88
 QW0253.geopotential number by the normal gravity value computed on the
 QW0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0253.degrees latitude (g = 980.6199 gals.).
 QW0253
 QW0253.The modeled gravity was interpolated from observed gravity values.
 QW0253
 QW0253;                    North         East    Units  Estimated Accuracy
 QW0253;SPC MT       -   150,250.      627,470.      MT  (+/- 180 meters Scaled)
 QW0253
 QW0253                          SUPERSEDED SURVEY CONTROL
 QW0253
 QW0253  NGVD 29 (??/??/92) 1080.210  (m)         3543.99   (f) ADJ UNCH    1 2
 QW0253
 QW0253.Superseded values are not recommended for survey control.
 QW0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0253.See file dsdata.txt to determine how the superseded data were derived.
 QW0253
 QW0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR444514(NAD 83)
 QW0253_MARKER: Q = CHISELED SQUARE
 QW0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0253+STABILITY: SURFACE MOTION
 QW0253
 QW0253  HISTORY     - Date     Condition        Report By
 QW0253  HISTORY     - UNK      MONUMENTED       CGS
 QW0253  HISTORY     - 1957     MARK NOT FOUND   NGS
 QW0253
 QW0253                          STATION DESCRIPTION
 QW0253
 QW0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0253'IN MISKO.
 QW0253'AT MISKO, STILLWATER COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT
 QW0253'0.2 MILE EAST OF MILEPOST 35, ABOUT 180 YARDS EAST OF THE STATION
 QW0253'SIGN, ABOUT 55 YARDS EAST OF A TELEPHONE HOUSE, AND ABOUT 27 YARDS
 QW0253'SOUTH OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE CUT IN THE TOP OF A
 QW0253'STONE POST, MARKED U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0880 ***********************************************************************
 SS0880  DESIGNATION -  I 6 V
 SS0880  PID         -  SS0880
 SS0880  STATE/COUNTY-  MT/CASCADE
 SS0880  USGS QUAD   -  CASCADE (1983)
 SS0880
 SS0880                         *CURRENT SURVEY CONTROL
 SS0880  ___________________________________________________________________
 SS0880* NAD 83(1986)-  47 17 45.     (N)    111 41 15.     (W)     SCALED    
 SS0880* NAVD 88     -      1069.409  (meters)    3508.55   (feet)  ADJUSTED  
 SS0880  ___________________________________________________________________
 SS0880  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 SS0880  DYNAMIC HT  -        1069.313 (meters)    3508.24  (feet)  COMP
 SS0880  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 SS0880
 SS0880  VERT ORDER  -  FIRST     CLASS II
 SS0880
 SS0880.The horizontal coordinates were scaled from a topographic map and have
 SS0880.an estimated accuracy of +/- 6 seconds.
 SS0880
 SS0880.The orthometric height was determined by differential leveling
 SS0880.and adjusted by the National Geodetic Survey in June 1991..
 SS0880
 SS0880.The geoid height was determined by GEOID03.
 SS0880
 SS0880.The dynamic height is computed by dividing the NAVD 88
 SS0880.geopotential number by the normal gravity value computed on the
 SS0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0880.degrees latitude (g = 980.6199 gals.).
 SS0880
 SS0880.The modeled gravity was interpolated from observed gravity values.
 SS0880
 SS0880;                    North         East    Units  Estimated Accuracy
 SS0880;SPC MT       -   340,760.      434,670.      MT  (+/- 180 meters Scaled)
 SS0880
 SS0880                          SUPERSEDED SURVEY CONTROL
 SS0880
 SS0880  NGVD 29 (??/??/92) 1068.494  (m)         3505.55   (f) ADJ UNCH    1 2
 SS0880
 SS0880.Superseded values are not recommended for survey control.
 SS0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0880.See file dsdata.txt to determine how the superseded data were derived.
 SS0880
 SS0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT480382(NAD 83)
 SS0880_MARKER: DS = TRIANGULATION STATION DISK
 SS0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0880_STAMPING: I 6 V 1961
 SS0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0880+STABILITY: SURFACE MOTION
 SS0880
 SS0880  HISTORY     - Date     Condition        Report By
 SS0880  HISTORY     - 1961     MONUMENTED       CGS
 SS0880  HISTORY     - 1979     GOOD             NGS
 SS0880  HISTORY     - 1980     GOOD             NGS
 SS0880
 SS0880                          STATION DESCRIPTION
 SS0880
 SS0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0880'1.9 MI NE FROM CASCADE.
 SS0880'1.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0880'AT CASCADE, THENCE 0.55 MILE NORTH ALONG A COUNTY ROAD, AT THE SUMMIT
 SS0880'OF A HILL, 31 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 56.54 FEET
 SS0880'EAST OF AND ACROSS THE ROAD FROM REFERENCE MARK I 6 V R.M. 2, 78 FEET
 SS0880'NORTH OF THE WEST END OF A GATE, 6.7 FEET EAST OF A FENCE, 3.4 FEET
 SS0880'EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 SS0880'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SS0880
 SS0880                          STATION RECOVERY (1979)
 SS0880
 SS0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0880'RECOVERED IN GOOD CONDITION.
 SS0880
 SS0880                          STATION RECOVERY (1980)
 SS0880
 SS0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0882 ***********************************************************************
 SS0882  DESIGNATION -  I 6 V AZ MK
 SS0882  PID         -  SS0882
 SS0882  STATE/COUNTY-  MT/CASCADE
 SS0882  USGS QUAD   -  CASCADE (1983)
 SS0882
 SS0882                         *CURRENT SURVEY CONTROL
 SS0882  ___________________________________________________________________
 SS0882* NAD 83(1986)-  47 18 05.     (N)    111 41 15.     (W)     SCALED    
 SS0882* NAVD 88     -      1068.861  (meters)    3506.75   (feet)  ADJUSTED  
 SS0882  ___________________________________________________________________
 SS0882  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 SS0882  DYNAMIC HT  -        1068.765 (meters)    3506.44  (feet)  COMP
 SS0882  MODELED GRAV-     980,486.6   (mgal)                       NAVD 88
 SS0882
 SS0882  VERT ORDER  -  FIRST     CLASS II
 SS0882
 SS0882.The horizontal coordinates were scaled from a topographic map and have
 SS0882.an estimated accuracy of +/- 6 seconds.
 SS0882
 SS0882.The orthometric height was determined by differential leveling
 SS0882.and adjusted by the National Geodetic Survey in June 1991..
 SS0882
 SS0882.The geoid height was determined by GEOID03.
 SS0882
 SS0882.The dynamic height is computed by dividing the NAVD 88
 SS0882.geopotential number by the normal gravity value computed on the
 SS0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0882.degrees latitude (g = 980.6199 gals.).
 SS0882
 SS0882.The modeled gravity was interpolated from observed gravity values.
 SS0882
 SS0882;                    North         East    Units  Estimated Accuracy
 SS0882;SPC MT       -   341,370.      434,690.      MT  (+/- 180 meters Scaled)
 SS0882
 SS0882                          SUPERSEDED SURVEY CONTROL
 SS0882
 SS0882  NGVD 29 (??/??/92) 1067.946  (m)         3503.75   (f) ADJ UNCH    1 2
 SS0882
 SS0882.Superseded values are not recommended for survey control.
 SS0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0882.See file dsdata.txt to determine how the superseded data were derived.
 SS0882
 SS0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT480388(NAD 83)
 SS0882_MARKER: DZ = AZIMUTH MARK DISK
 SS0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0882_STAMPING: I 6 V 1961
 SS0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0882+STABILITY: SURFACE MOTION
 SS0882
 SS0882  HISTORY     - Date     Condition        Report By
 SS0882  HISTORY     - 1961     MONUMENTED       CGS
 SS0882
 SS0882                          STATION DESCRIPTION
 SS0882
 SS0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0882'2.3 MI NE FROM CASCADE.
 SS0882'1.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0882'AT CASCADE, THENCE 0.95 MILE NORTH ALONG A COUNTY ROAD, 25 FEET WEST
 SS0882'OF THE CENTER LINE OF THE ROAD, 1.1 FOOT WEST OF A WITNESS POST, 0.7
 SS0882'FOOT EAST OF A FENCE, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN
 SS0882'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0879 ***********************************************************************
 SS0879  DESIGNATION -  I 6 V RM 1
 SS0879  PID         -  SS0879
 SS0879  STATE/COUNTY-  MT/CASCADE
 SS0879  USGS QUAD   -  CASCADE (1983)
 SS0879
 SS0879                         *CURRENT SURVEY CONTROL
 SS0879  ___________________________________________________________________
 SS0879* NAD 83(1986)-  47 17 45.     (N)    111 41 15.     (W)     SCALED    
 SS0879* NAVD 88     -      1069.486  (meters)    3508.81   (feet)  ADJUSTED  
 SS0879  ___________________________________________________________________
 SS0879  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 SS0879  DYNAMIC HT  -        1069.390 (meters)    3508.49  (feet)  COMP
 SS0879  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 SS0879
 SS0879  VERT ORDER  -  FIRST     CLASS II
 SS0879
 SS0879.The horizontal coordinates were scaled from a topographic map and have
 SS0879.an estimated accuracy of +/- 6 seconds.
 SS0879
 SS0879.The orthometric height was determined by differential leveling
 SS0879.and adjusted by the National Geodetic Survey in June 1991..
 SS0879.WARNING-Repeat measurements at this control monument indicate possible
 SS0879.vertical movement.
 SS0879
 SS0879.The geoid height was determined by GEOID03.
 SS0879
 SS0879.The dynamic height is computed by dividing the NAVD 88
 SS0879.geopotential number by the normal gravity value computed on the
 SS0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0879.degrees latitude (g = 980.6199 gals.).
 SS0879
 SS0879.The modeled gravity was interpolated from observed gravity values.
 SS0879
 SS0879;                    North         East    Units  Estimated Accuracy
 SS0879;SPC MT       -   340,760.      434,670.      MT  (+/- 180 meters Scaled)
 SS0879
 SS0879                          SUPERSEDED SURVEY CONTROL
 SS0879
 SS0879  NGVD 29 (??/??/92) 1068.569  (m)         3505.80   (f) ADJ UNCH    1 2
 SS0879
 SS0879.Superseded values are not recommended for survey control.
 SS0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0879.See file dsdata.txt to determine how the superseded data were derived.
 SS0879
 SS0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT480382(NAD 83)
 SS0879_MARKER: DR = REFERENCE MARK DISK
 SS0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0879_STAMPING: I 6 V NO. 1 1961
 SS0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0879+STABILITY: SURFACE MOTION
 SS0879
 SS0879  HISTORY     - Date     Condition        Report By
 SS0879  HISTORY     - 1961     MONUMENTED       CGS
 SS0879  HISTORY     - 1979     GOOD             NGS
 SS0879  HISTORY     - 1980     GOOD             NGS
 SS0879
 SS0879                          STATION DESCRIPTION
 SS0879
 SS0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0879'1.9 MI NE FROM CASCADE.
 SS0879'1.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0879'AT CASCADE, THENCE 0.55 MILE NORTH ALONG A COUNTY ROAD, AT THE SUMMIT
 SS0879'OF A HILL, 49.72 FEET SOUTH OF TRIANGULATION STATION I V 6, 26 FEET
 SS0879'EAST OF THE CENTER LINE OF THE ROAD, 28 FEET NORTH OF THE WEST END OF
 SS0879'A GATE, 1.3 FEET EAST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 SS0879'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS0879'GROUND.
 SS0879
 SS0879                          STATION RECOVERY (1979)
 SS0879
 SS0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0879'THE MARK IS 2 FT  W FROM A WITNESS POST.
 SS0879
 SS0879                          STATION RECOVERY (1980)
 SS0879
 SS0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0881 ***********************************************************************
 SS0881  DESIGNATION -  I 6 V RM 2
 SS0881  PID         -  SS0881
 SS0881  STATE/COUNTY-  MT/CASCADE
 SS0881  USGS QUAD   -  CASCADE (1983)
 SS0881
 SS0881                         *CURRENT SURVEY CONTROL
 SS0881  ___________________________________________________________________
 SS0881* NAD 83(1986)-  47 17 45.     (N)    111 41 15.     (W)     SCALED    
 SS0881* NAVD 88     -      1069.319  (meters)    3508.26   (feet)  ADJUSTED  
 SS0881  ___________________________________________________________________
 SS0881  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 SS0881  DYNAMIC HT  -        1069.222 (meters)    3507.94  (feet)  COMP
 SS0881  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 SS0881
 SS0881  VERT ORDER  -  FIRST     CLASS II
 SS0881
 SS0881.The horizontal coordinates were scaled from a topographic map and have
 SS0881.an estimated accuracy of +/- 6 seconds.
 SS0881
 SS0881.The orthometric height was determined by differential leveling
 SS0881.and adjusted by the National Geodetic Survey in June 1991..
 SS0881
 SS0881.The geoid height was determined by GEOID03.
 SS0881
 SS0881.The dynamic height is computed by dividing the NAVD 88
 SS0881.geopotential number by the normal gravity value computed on the
 SS0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0881.degrees latitude (g = 980.6199 gals.).
 SS0881
 SS0881.The modeled gravity was interpolated from observed gravity values.
 SS0881
 SS0881;                    North         East    Units  Estimated Accuracy
 SS0881;SPC MT       -   340,760.      434,670.      MT  (+/- 180 meters Scaled)
 SS0881
 SS0881                          SUPERSEDED SURVEY CONTROL
 SS0881
 SS0881  NGVD 29 (??/??/92) 1068.403  (m)         3505.25   (f) ADJ UNCH    1 2
 SS0881
 SS0881.Superseded values are not recommended for survey control.
 SS0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0881.See file dsdata.txt to determine how the superseded data were derived.
 SS0881
 SS0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT480382(NAD 83)
 SS0881_MARKER: DR = REFERENCE MARK DISK
 SS0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0881_STAMPING: I 6 V NO. 2 1961
 SS0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0881+STABILITY: SURFACE MOTION
 SS0881
 SS0881  HISTORY     - Date     Condition        Report By
 SS0881  HISTORY     - 1961     MONUMENTED       CGS
 SS0881  HISTORY     - 1979     GOOD             NGS
 SS0881  HISTORY     - 1980     GOOD             NGS
 SS0881
 SS0881                          STATION DESCRIPTION
 SS0881
 SS0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0881'1.9 MI NE FROM CASCADE.
 SS0881'1.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0881'AT CASCADE, THENCE 0.55 MILE NORTH ALONG A COUNTY ROAD, AT THE SUMMIT
 SS0881'OF A HILL, 56.54 FEET WEST OF AND ACROSS THE ROAD FROM TRIANGULATION
 SS0881'STATION I 6 V, 25 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0
 SS0881'FOOT WEST OF A FENCE, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN
 SS0881'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SS0881
 SS0881                          STATION RECOVERY (1979)
 SS0881
 SS0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0881'THE MARK IS 1.2 FT  E FROM A WITNESS POST.
 SS0881
 SS0881                          STATION RECOVERY (1980)
 SS0881
 SS0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0251 ***********************************************************************
 QV0251  DESIGNATION -  I 7
 QV0251  PID         -  QV0251
 QV0251  STATE/COUNTY-  MT/BIG HORN
 QV0251  USGS QUAD   -  ROWLEY (1969)
 QV0251
 QV0251                         *CURRENT SURVEY CONTROL
 QV0251  ___________________________________________________________________
 QV0251* NAD 83(1986)-  45 43 26.     (N)    107 46 02.     (W)     SCALED    
 QV0251* NAVD 88     -       944.793  (meters)    3099.71   (feet)  ADJUSTED  
 QV0251  ___________________________________________________________________
 QV0251  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 QV0251  DYNAMIC HT  -         944.595 (meters)    3099.06  (feet)  COMP
 QV0251  MODELED GRAV-     980,374.1   (mgal)                       NAVD 88
 QV0251
 QV0251  VERT ORDER  -  FIRST     CLASS II
 QV0251
 QV0251.The horizontal coordinates were scaled from a topographic map and have
 QV0251.an estimated accuracy of +/- 6 seconds.
 QV0251
 QV0251.The orthometric height was determined by differential leveling
 QV0251.and adjusted by the National Geodetic Survey in June 1991..
 QV0251
 QV0251.The geoid height was determined by GEOID03.
 QV0251
 QV0251.The dynamic height is computed by dividing the NAVD 88
 QV0251.geopotential number by the normal gravity value computed on the
 QV0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0251.degrees latitude (g = 980.6199 gals.).
 QV0251
 QV0251.The modeled gravity was interpolated from observed gravity values.
 QV0251
 QV0251;                    North         East    Units  Estimated Accuracy
 QV0251;SPC MT       -   165,290.      734,830.      MT  (+/- 180 meters Scaled)
 QV0251
 QV0251                          SUPERSEDED SURVEY CONTROL
 QV0251
 QV0251  NGVD 29 (??/??/92)  944.070  (m)         3097.34   (f) ADJ UNCH    1 2
 QV0251
 QV0251.Superseded values are not recommended for survey control.
 QV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0251.See file dsdata.txt to determine how the superseded data were derived.
 QV0251
 QV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL846670(NAD 83)
 QV0251_MARKER: Z = SEE DESCRIPTION
 QV0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0251_SP_SET: STONE POST
 QV0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0251+STABILITY: SURFACE MOTION
 QV0251
 QV0251  HISTORY     - Date     Condition        Report By
 QV0251  HISTORY     - UNK      MONUMENTED       CGS
 QV0251  HISTORY     - 1957     GOOD             NGS
 QV0251
 QV0251                          STATION DESCRIPTION
 QV0251
 QV0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0251'8.55 MI W FROM HARDIN.
 QV0251'ABOUT 8.55 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0251'RAILROAD FROM THE STATION AT HARDIN, 0.4 MILE EAST OF THE STATION SIGN
 QV0251'AT ROWLEY, 10 POLES WEST OF MILEPOST 792, 0.1 MILE EAST OF A ROAD
 QV0251'CROSSING, 68 1/2 FEET NORTH OF THE NORTH RAIL, 4 FEET SOUTH OF THE
 QV0251'FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, THE BOTTOM OF A
 QV0251'SQUARE HOLE IN THE TOP OF A STONE POST AND SURROUNDED BY THE LETTERS
 QV0251'USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0893 ***********************************************************************
 SS0893  DESIGNATION -  I 7 U
 SS0893  PID         -  SS0893
 SS0893  STATE/COUNTY-  MT/CASCADE
 SS0893  USGS QUAD   -  NELSON ISLAND (1983)
 SS0893
 SS0893                         *CURRENT SURVEY CONTROL
 SS0893  ___________________________________________________________________
 SS0893* NAD 83(1986)-  47 21 34.     (N)    111 35 25.     (W)     SCALED    
 SS0893* NAVD 88     -      1107.186  (meters)    3632.49   (feet)  POSTED    
 SS0893  ___________________________________________________________________
 SS0893  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 SS0893  DYNAMIC HT  -        1107.100 (meters)    3632.21  (feet)  COMP
 SS0893  MODELED GRAV-     980,498.6   (mgal)                       NAVD 88
 SS0893
 SS0893  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SS0893
 SS0893.The horizontal coordinates were scaled from a topographic map and have
 SS0893.an estimated accuracy of +/- 6 seconds.
 SS0893
 SS0893.The orthometric height was determined by differential leveling
 SS0893.and adjusted by the National Geodetic Survey in 1992..
 SS0893.No vertical observational check was made to the station.
 SS0893.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SS0893.was located on a no-check spur therefore a value was not computed.
 SS0893
 SS0893.The geoid height was determined by GEOID03.
 SS0893
 SS0893.The dynamic height is computed by dividing the NAVD 88
 SS0893.geopotential number by the normal gravity value computed on the
 SS0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0893.degrees latitude (g = 980.6199 gals.).
 SS0893
 SS0893.The modeled gravity was interpolated from observed gravity values.
 SS0893
 SS0893;                    North         East    Units  Estimated Accuracy
 SS0893;SPC MT       -   347,620.      442,200.      MT  (+/- 180 meters Scaled)
 SS0893
 SS0893                          SUPERSEDED SURVEY CONTROL
 SS0893
 SS0893  NGVD 29 (??/??/92) 1106.273  (m)         3629.50   (f) ADJ UNCH    1 2
 SS0893
 SS0893.Superseded values are not recommended for survey control.
 SS0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0893.See file dsdata.txt to determine how the superseded data were derived.
 SS0893
 SS0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT554452(NAD 83)
 SS0893_MARKER: DS = TRIANGULATION STATION DISK
 SS0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0893_STAMPING: I 7 U 1961
 SS0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0893+STABILITY: SURFACE MOTION
 SS0893
 SS0893  HISTORY     - Date     Condition        Report By
 SS0893  HISTORY     - 1961     MONUMENTED       CGS
 SS0893
 SS0893                          STATION DESCRIPTION
 SS0893
 SS0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0893'6.6 MI SW FROM ULM.
 SS0893'5.9 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0893'AT ULM, THENCE 0.7 MILE WEST ACROSS COUNTRY, 0.35 MILE WEST OF
 SS0893'INTERSTATE AIRWAY BEACON 45, 0.1 MILE EAST OF A NORTH-SOUTH POWER LINE
 SS0893'AND FENCE LINE, 39.91 FEET SOUTHEAST OF I 7 U R.M. 2, 50.78 FEET
 SS0893'SOUTHWEST OF REFERENCE MARK I 7 U R.M. 1, 8 FEET SOUTH OF THE CENTER
 SS0893'LINE OF A DIM TRACK ROAD, 3.0 FEET NORTH OF A WITNESS POST, ABOUT
 SS0893'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0893'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0891 ***********************************************************************
 SS0891  DESIGNATION -  I 7 U RM 1
 SS0891  PID         -  SS0891
 SS0891  STATE/COUNTY-  MT/CASCADE
 SS0891  USGS QUAD   -  NELSON ISLAND (1983)
 SS0891
 SS0891                         *CURRENT SURVEY CONTROL
 SS0891  ___________________________________________________________________
 SS0891* NAD 83(1986)-  47 21 34.     (N)    111 35 23.     (W)     SCALED    
 SS0891* NAVD 88     -      1106.911  (meters)    3631.59   (feet)  POSTED    
 SS0891  ___________________________________________________________________
 SS0891  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 SS0891  DYNAMIC HT  -        1106.830 (meters)    3631.32  (feet)  COMP
 SS0891  MODELED GRAV-     980,498.5   (mgal)                       NAVD 88
 SS0891
 SS0891  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SS0891
 SS0891.The horizontal coordinates were scaled from a topographic map and have
 SS0891.an estimated accuracy of +/- 6 seconds.
 SS0891
 SS0891.The orthometric height was determined by differential leveling
 SS0891.and adjusted by the National Geodetic Survey in 1992..
 SS0891.No vertical observational check was made to the station.
 SS0891.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SS0891.was located on a no-check spur therefore a value was not computed.
 SS0891
 SS0891.The geoid height was determined by GEOID03.
 SS0891
 SS0891.The dynamic height is computed by dividing the NAVD 88
 SS0891.geopotential number by the normal gravity value computed on the
 SS0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0891.degrees latitude (g = 980.6199 gals.).
 SS0891
 SS0891.The modeled gravity was interpolated from observed gravity values.
 SS0891
 SS0891;                    North         East    Units  Estimated Accuracy
 SS0891;SPC MT       -   347,620.      442,250.      MT  (+/- 180 meters Scaled)
 SS0891
 SS0891                          SUPERSEDED SURVEY CONTROL
 SS0891
 SS0891  NGVD 29 (??/??/92) 1105.997  (m)         3628.59   (f) ADJ UNCH    1 2
 SS0891
 SS0891.Superseded values are not recommended for survey control.
 SS0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0891.See file dsdata.txt to determine how the superseded data were derived.
 SS0891
 SS0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT554452(NAD 83)
 SS0891_MARKER: DR = REFERENCE MARK DISK
 SS0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0891_STAMPING: I 7 U NO. 1 1961
 SS0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0891+STABILITY: SURFACE MOTION
 SS0891
 SS0891  HISTORY     - Date     Condition        Report By
 SS0891  HISTORY     - 1961     MONUMENTED       CGS
 SS0891
 SS0891                          STATION DESCRIPTION
 SS0891
 SS0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0891'6.6 MI SW FROM ULM.
 SS0891'5.9 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0891'AT ULM, THENCE 0.7 MILE WEST ACROSS COUNTRY, 0.35 MILE WEST OF
 SS0891'INTERSTATE AIRWAY BEACON 45, 0.1 MILE EAST OF A NORTHSOUTH POWER LINE
 SS0891'AND FENCE LINE, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50.78
 SS0891'FEET NORTHEAST OF TRIANGULATION STATION I 7 U, 67.46 FEET EAST OF
 SS0891'REFERENCE MARK I 7 U R.M. 2, ABOUT 1 1/2 FEET LOWER THAN THE STATION,
 SS0891'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS0891'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0892 ***********************************************************************
 SS0892  DESIGNATION -  I 7 U RM 2
 SS0892  PID         -  SS0892
 SS0892  STATE/COUNTY-  MT/CASCADE
 SS0892  USGS QUAD   -  NELSON ISLAND (1983)
 SS0892
 SS0892                         *CURRENT SURVEY CONTROL
 SS0892  ___________________________________________________________________
 SS0892* NAD 83(1986)-  47 21 34.     (N)    111 35 24.     (W)     SCALED    
 SS0892* NAVD 88     -      1106.555  (meters)    3630.42   (feet)  POSTED    
 SS0892  ___________________________________________________________________
 SS0892  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 SS0892  DYNAMIC HT  -        1106.470 (meters)    3630.14  (feet)  COMP
 SS0892  MODELED GRAV-     980,498.5   (mgal)                       NAVD 88
 SS0892
 SS0892  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SS0892
 SS0892.The horizontal coordinates were scaled from a topographic map and have
 SS0892.an estimated accuracy of +/- 6 seconds.
 SS0892
 SS0892.The orthometric height was determined by differential leveling
 SS0892.and adjusted by the National Geodetic Survey in 1992..
 SS0892.No vertical observational check was made to the station.
 SS0892.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SS0892.was located on a no-check spur therefore a value was not computed.
 SS0892
 SS0892.The geoid height was determined by GEOID03.
 SS0892
 SS0892.The dynamic height is computed by dividing the NAVD 88
 SS0892.geopotential number by the normal gravity value computed on the
 SS0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0892.degrees latitude (g = 980.6199 gals.).
 SS0892
 SS0892.The modeled gravity was interpolated from observed gravity values.
 SS0892
 SS0892;                    North         East    Units  Estimated Accuracy
 SS0892;SPC MT       -   347,620.      442,220.      MT  (+/- 180 meters Scaled)
 SS0892
 SS0892                          SUPERSEDED SURVEY CONTROL
 SS0892
 SS0892  NGVD 29 (??/??/92) 1105.642  (m)         3627.43   (f) ADJ UNCH    1 2
 SS0892
 SS0892.Superseded values are not recommended for survey control.
 SS0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0892.See file dsdata.txt to determine how the superseded data were derived.
 SS0892
 SS0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT554452(NAD 83)
 SS0892_MARKER: DR = REFERENCE MARK DISK
 SS0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0892_STAMPING: I 7 U 1961
 SS0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0892+STABILITY: SURFACE MOTION
 SS0892
 SS0892  HISTORY     - Date     Condition        Report By
 SS0892  HISTORY     - 1961     MONUMENTED       CGS
 SS0892
 SS0892                          STATION DESCRIPTION
 SS0892
 SS0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0892'6.6 MI SW FROM ULM.
 SS0892'5.9 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0892'AT ULM, THENCE 0.7 MILE WEST ACROSS COUNTRY, 0.35 MILE WEST OF
 SS0892'INTERSTATE AIRWAY BEACON 45, 0.1 MILE EAST OF A NORTH-SOUTH POWER LINE
 SS0892'AND FENCE LINE, 22 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD,
 SS0892'67.46 FEET WEST OF REFERENCE MARK I 7 U R.M. 1, 39.91 FEET NORTHWEST
 SS0892'OF TRIANGULATION STATION I 7 U, ABOUT 3 FEET LOWER THAN THE STATION,
 SS0892'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS0892'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0978 ***********************************************************************
 SS0978  DESIGNATION -  I 8 T
 SS0978  PID         -  SS0978
 SS0978  STATE/COUNTY-  MT/CASCADE
 SS0978  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0978
 SS0978                         *CURRENT SURVEY CONTROL
 SS0978  ___________________________________________________________________
 SS0978* NAD 83(1986)-  47 24 14.     (N)    111 42 35.     (W)     SCALED    
 SS0978* NAVD 88     -      1074.692  (meters)    3525.89   (feet)  ADJUSTED  
 SS0978  ___________________________________________________________________
 SS0978  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS0978  DYNAMIC HT  -        1074.605 (meters)    3525.60  (feet)  COMP
 SS0978  MODELED GRAV-     980,495.2   (mgal)                       NAVD 88
 SS0978
 SS0978  VERT ORDER  -  SECOND    CLASS 0
 SS0978
 SS0978.The horizontal coordinates were scaled from a topographic map and have
 SS0978.an estimated accuracy of +/- 6 seconds.
 SS0978
 SS0978.The orthometric height was determined by differential leveling
 SS0978.and adjusted by the National Geodetic Survey in June 1991..
 SS0978
 SS0978.The geoid height was determined by GEOID03.
 SS0978
 SS0978.The dynamic height is computed by dividing the NAVD 88
 SS0978.geopotential number by the normal gravity value computed on the
 SS0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0978.degrees latitude (g = 980.6199 gals.).
 SS0978
 SS0978.The modeled gravity was interpolated from observed gravity values.
 SS0978
 SS0978;                    North         East    Units  Estimated Accuracy
 SS0978;SPC MT       -   352,800.      433,330.      MT  (+/- 180 meters Scaled)
 SS0978
 SS0978                          SUPERSEDED SURVEY CONTROL
 SS0978
 SS0978  NGVD 29 (??/??/92) 1073.768  (m)         3522.85   (f) ADJ UNCH    2 0
 SS0978
 SS0978.Superseded values are not recommended for survey control.
 SS0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0978.See file dsdata.txt to determine how the superseded data were derived.
 SS0978
 SS0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT464502(NAD 83)
 SS0978_MARKER: DS = TRIANGULATION STATION DISK
 SS0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0978_STAMPING: I 8 T 1961
 SS0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0978+STABILITY: SURFACE MOTION
 SS0978
 SS0978  HISTORY     - Date     Condition        Report By
 SS0978  HISTORY     - 1961     MONUMENTED       CGS
 SS0978
 SS0978                          STATION DESCRIPTION
 SS0978
 SS0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0978'9.1 MI S FROM SUN RIVER.
 SS0978'9.1 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0978'AT SUN RIVER, 47 FEET EAST OF THE CENTER LINE OF THE ROAD, 64.87 FEET
 SS0978'NORTH OF REFERENCE MARK I 8 T R.M.2, 6.0 FEET EAST OF A FENCE, 3.5
 SS0978'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SS0978'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0977 ***********************************************************************
 SS0977  DESIGNATION -  I 8 T RM 1
 SS0977  PID         -  SS0977
 SS0977  STATE/COUNTY-  MT/CASCADE
 SS0977  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0977
 SS0977                         *CURRENT SURVEY CONTROL
 SS0977  ___________________________________________________________________
 SS0977* NAD 83(1986)-  47 24 13.     (N)    111 42 35.     (W)     SCALED    
 SS0977* NAVD 88     -      1075.701  (meters)    3529.20   (feet)  ADJUSTED  
 SS0977  ___________________________________________________________________
 SS0977  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS0977  DYNAMIC HT  -        1075.615 (meters)    3528.91  (feet)  COMP
 SS0977  MODELED GRAV-     980,495.2   (mgal)                       NAVD 88
 SS0977
 SS0977  VERT ORDER  -  SECOND    CLASS 0
 SS0977
 SS0977.The horizontal coordinates were scaled from a topographic map and have
 SS0977.an estimated accuracy of +/- 6 seconds.
 SS0977
 SS0977.The orthometric height was determined by differential leveling
 SS0977.and adjusted by the National Geodetic Survey in June 1991..
 SS0977
 SS0977.The geoid height was determined by GEOID03.
 SS0977
 SS0977.The dynamic height is computed by dividing the NAVD 88
 SS0977.geopotential number by the normal gravity value computed on the
 SS0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0977.degrees latitude (g = 980.6199 gals.).
 SS0977
 SS0977.The modeled gravity was interpolated from observed gravity values.
 SS0977
 SS0977;                    North         East    Units  Estimated Accuracy
 SS0977;SPC MT       -   352,770.      433,330.      MT  (+/- 180 meters Scaled)
 SS0977
 SS0977                          SUPERSEDED SURVEY CONTROL
 SS0977
 SS0977  NGVD 29 (??/??/92) 1074.778  (m)         3526.17   (f) ADJ UNCH    2 0
 SS0977
 SS0977.Superseded values are not recommended for survey control.
 SS0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0977.See file dsdata.txt to determine how the superseded data were derived.
 SS0977
 SS0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT464502(NAD 83)
 SS0977_MARKER: DR = REFERENCE MARK DISK
 SS0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0977_STAMPING: I 8 T NO. 1 1961
 SS0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0977+STABILITY: SURFACE MOTION
 SS0977
 SS0977  HISTORY     - Date     Condition        Report By
 SS0977  HISTORY     - 1961     MONUMENTED       CGS
 SS0977
 SS0977                          STATION DESCRIPTION
 SS0977
 SS0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0977'9.1 MI S FROM SUN RIVER.
 SS0977'9.1 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0977'AT SUN RIVER, 107 FEET EAST OF THE CENTER LINE OF THE ROAD, 63.5 FEET
 SS0977'EAST OF A FENCE, 60.01 FEET EAST OF TRIANGULATION STATION I 8 T, ABOUT
 SS0977'2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0977'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0976 ***********************************************************************
 SS0976  DESIGNATION -  I 8 T RM 2
 SS0976  PID         -  SS0976
 SS0976  STATE/COUNTY-  MT/CASCADE
 SS0976  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0976
 SS0976                         *CURRENT SURVEY CONTROL
 SS0976  ___________________________________________________________________
 SS0976* NAD 83(1986)-  47 24 14.     (N)    111 42 35.     (W)     SCALED    
 SS0976* NAVD 88     -      1075.115  (meters)    3527.27   (feet)  ADJUSTED  
 SS0976  ___________________________________________________________________
 SS0976  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS0976  DYNAMIC HT  -        1075.028 (meters)    3526.99  (feet)  COMP
 SS0976  MODELED GRAV-     980,495.2   (mgal)                       NAVD 88
 SS0976
 SS0976  VERT ORDER  -  SECOND    CLASS 0
 SS0976
 SS0976.The horizontal coordinates were scaled from a topographic map and have
 SS0976.an estimated accuracy of +/- 6 seconds.
 SS0976
 SS0976.The orthometric height was determined by differential leveling
 SS0976.and adjusted by the National Geodetic Survey in June 1991..
 SS0976
 SS0976.The geoid height was determined by GEOID03.
 SS0976
 SS0976.The dynamic height is computed by dividing the NAVD 88
 SS0976.geopotential number by the normal gravity value computed on the
 SS0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0976.degrees latitude (g = 980.6199 gals.).
 SS0976
 SS0976.The modeled gravity was interpolated from observed gravity values.
 SS0976
 SS0976;                    North         East    Units  Estimated Accuracy
 SS0976;SPC MT       -   352,800.      433,330.      MT  (+/- 180 meters Scaled)
 SS0976
 SS0976                          SUPERSEDED SURVEY CONTROL
 SS0976
 SS0976  NGVD 29 (??/??/92) 1074.192  (m)         3524.24   (f) ADJ UNCH    2 0
 SS0976
 SS0976.Superseded values are not recommended for survey control.
 SS0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0976.See file dsdata.txt to determine how the superseded data were derived.
 SS0976
 SS0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT464502(NAD 83)
 SS0976_MARKER: DR = REFERENCE MARK DISK
 SS0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0976_STAMPING: I 8 T NO. 2 1961
 SS0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0976+STABILITY: SURFACE MOTION
 SS0976
 SS0976  HISTORY     - Date     Condition        Report By
 SS0976  HISTORY     - 1961     MONUMENTED       CGS
 SS0976
 SS0976                          STATION DESCRIPTION
 SS0976
 SS0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0976'9.1 MI S FROM SUN RIVER.
 SS0976'9.1 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0976'AT SUN RIVER, 64.87 FEET SOUTH OF TRIANGULATION STATION I 8 T, 41 FEET
 SS0976'EAST OF THE CENTER LINE OF THE ROAD, 0.9 FOOT EAST OF A FENCE, ABOUT
 SS0976'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0976'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0032 ***********************************************************************
 RX0032  DESIGNATION -  I 9
 RX0032  PID         -  RX0032
 RX0032  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0032  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0032
 RX0032                         *CURRENT SURVEY CONTROL
 RX0032  ___________________________________________________________________
 RX0032* NAD 83(1986)-  46 37 33.     (N)    112 03 52.     (W)     SCALED    
 RX0032* NAVD 88     -      1177.831  (meters)    3864.27   (feet)  ADJUSTED  
 RX0032  ___________________________________________________________________
 RX0032  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0032  DYNAMIC HT  -        1177.589 (meters)    3863.47  (feet)  COMP
 RX0032  MODELED GRAV-     980,368.4   (mgal)                       NAVD 88
 RX0032
 RX0032  VERT ORDER  -  FIRST     CLASS II
 RX0032
 RX0032.The horizontal coordinates were scaled from a topographic map and have
 RX0032.an estimated accuracy of +/- 6 seconds.
 RX0032
 RX0032.The orthometric height was determined by differential leveling
 RX0032.and adjusted by the National Geodetic Survey in June 1991..
 RX0032
 RX0032.The geoid height was determined by GEOID03.
 RX0032
 RX0032.The dynamic height is computed by dividing the NAVD 88
 RX0032.geopotential number by the normal gravity value computed on the
 RX0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0032.degrees latitude (g = 980.6199 gals.).
 RX0032
 RX0032.The modeled gravity was interpolated from observed gravity values.
 RX0032
 RX0032;                    North         East    Units  Estimated Accuracy
 RX0032;SPC MT       -   267,220.      403,750.      MT  (+/- 180 meters Scaled)
 RX0032
 RX0032                          SUPERSEDED SURVEY CONTROL
 RX0032
 RX0032  NGVD 29 (??/??/92) 1176.804  (m)         3860.90   (f) ADJ UNCH    1 2
 RX0032
 RX0032.Superseded values are not recommended for survey control.
 RX0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0032.See file dsdata.txt to determine how the superseded data were derived.
 RX0032
 RX0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS185641(NAD 83)
 RX0032_MARKER: DB = BENCH MARK DISK
 RX0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0032_SP_SET: ABUTMENT
 RX0032_STAMPING: I 9 3861.065
 RX0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0032
 RX0032  HISTORY     - Date     Condition        Report By
 RX0032  HISTORY     - UNK      MONUMENTED       CGS
 RX0032  HISTORY     - 1962     GOOD             NGS
 RX0032
 RX0032                          STATION DESCRIPTION
 RX0032
 RX0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0032'2.3 MI NW FROM HELENA.
 RX0032'2.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0032'OF BENTON AVENUE AT HELENA, 6 POLES SOUTH OF MILEPOST 210, IN THE TOP
 RX0032'OF THE WEST END OF THE NORTH CONCRETE AND STONE ABUTMENT OF STEEL
 RX0032'BRIDGE 210.1 OVER TEN MILE CREEK, 5.8 FEET WEST OF THE WEST RAIL, AND
 RX0032'ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0963 ***********************************************************************
 SS0963  DESIGNATION -  I 9 S
 SS0963  PID         -  SS0963
 SS0963  STATE/COUNTY-  MT/CASCADE
 SS0963  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0963
 SS0963                         *CURRENT SURVEY CONTROL
 SS0963  ___________________________________________________________________
 SS0963* NAD 83(1986)-  47 29 42.     (N)    111 40 19.     (W)     SCALED    
 SS0963* NAVD 88     -      1159.072  (meters)    3802.72   (feet)  ADJUSTED  
 SS0963  ___________________________________________________________________
 SS0963  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 SS0963  DYNAMIC HT  -        1158.988 (meters)    3802.45  (feet)  COMP
 SS0963  MODELED GRAV-     980,500.0   (mgal)                       NAVD 88
 SS0963
 SS0963  VERT ORDER  -  SECOND    CLASS 0
 SS0963
 SS0963.The horizontal coordinates were scaled from a topographic map and have
 SS0963.an estimated accuracy of +/- 6 seconds.
 SS0963
 SS0963.The orthometric height was determined by differential leveling
 SS0963.and adjusted by the National Geodetic Survey in June 1991..
 SS0963
 SS0963.The geoid height was determined by GEOID03.
 SS0963
 SS0963.The dynamic height is computed by dividing the NAVD 88
 SS0963.geopotential number by the normal gravity value computed on the
 SS0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0963.degrees latitude (g = 980.6199 gals.).
 SS0963
 SS0963.The modeled gravity was interpolated from observed gravity values.
 SS0963
 SS0963;                    North         East    Units  Estimated Accuracy
 SS0963;SPC MT       -   362,840.      436,460.      MT  (+/- 180 meters Scaled)
 SS0963
 SS0963                          SUPERSEDED SURVEY CONTROL
 SS0963
 SS0963  NGVD 29 (??/??/92) 1158.148  (m)         3799.69   (f) ADJ UNCH    2 0
 SS0963
 SS0963.Superseded values are not recommended for survey control.
 SS0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0963.See file dsdata.txt to determine how the superseded data were derived.
 SS0963
 SS0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT493603(NAD 83)
 SS0963_MARKER: DS = TRIANGULATION STATION DISK
 SS0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0963_STAMPING: I9S 1961
 SS0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0963+STABILITY: SURFACE MOTION
 SS0963
 SS0963  HISTORY     - Date     Condition        Report By
 SS0963  HISTORY     - 1961     MONUMENTED       CGS
 SS0963
 SS0963                          STATION DESCRIPTION
 SS0963
 SS0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0963'4.95 MI SE FROM SUN RIVER.
 SS0963'2.75 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0963'AT SUN RIVER, THENCE 2.2 MILES EAST ALONG A GRAVEL ROAD, AT THE CREST
 SS0963'OF A HILL, 38 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9 FEET
 SS0963'SOUTH OF A FENCE, 3.0 FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 1
 SS0963'1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0963'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0960 ***********************************************************************
 SS0960  DESIGNATION -  I 9 S RM 1
 SS0960  PID         -  SS0960
 SS0960  STATE/COUNTY-  MT/CASCADE
 SS0960  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0960
 SS0960                         *CURRENT SURVEY CONTROL
 SS0960  ___________________________________________________________________
 SS0960* NAD 83(1986)-  47 29 42.     (N)    111 40 19.     (W)     SCALED    
 SS0960* NAVD 88     -      1159.073  (meters)    3802.73   (feet)  ADJUSTED  
 SS0960  ___________________________________________________________________
 SS0960  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 SS0960  DYNAMIC HT  -        1158.990 (meters)    3802.45  (feet)  COMP
 SS0960  MODELED GRAV-     980,500.0   (mgal)                       NAVD 88
 SS0960
 SS0960  VERT ORDER  -  SECOND    CLASS 0
 SS0960
 SS0960.The horizontal coordinates were scaled from a topographic map and have
 SS0960.an estimated accuracy of +/- 6 seconds.
 SS0960
 SS0960.The orthometric height was determined by differential leveling
 SS0960.and adjusted by the National Geodetic Survey in June 1991..
 SS0960
 SS0960.The geoid height was determined by GEOID03.
 SS0960
 SS0960.The dynamic height is computed by dividing the NAVD 88
 SS0960.geopotential number by the normal gravity value computed on the
 SS0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0960.degrees latitude (g = 980.6199 gals.).
 SS0960
 SS0960.The modeled gravity was interpolated from observed gravity values.
 SS0960
 SS0960;                    North         East    Units  Estimated Accuracy
 SS0960;SPC MT       -   362,840.      436,460.      MT  (+/- 180 meters Scaled)
 SS0960
 SS0960                          SUPERSEDED SURVEY CONTROL
 SS0960
 SS0960  NGVD 29 (??/??/92) 1158.149  (m)         3799.69   (f) ADJ UNCH    2 0
 SS0960
 SS0960.Superseded values are not recommended for survey control.
 SS0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0960.See file dsdata.txt to determine how the superseded data were derived.
 SS0960
 SS0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT493603(NAD 83)
 SS0960_MARKER: DR = REFERENCE MARK DISK
 SS0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0960_STAMPING: I9S NO 1 1961
 SS0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0960+STABILITY: SURFACE MOTION
 SS0960
 SS0960  HISTORY     - Date     Condition        Report By
 SS0960  HISTORY     - 1961     MONUMENTED       CGS
 SS0960
 SS0960                          STATION DESCRIPTION
 SS0960
 SS0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0960'4.95 MI SE FROM SUN RIVER.
 SS0960'2.75 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0960'AT SUN RIVER, THENCE 2.2 MILES EAST ALONG A GRAVEL ROAD, AT THE CREST
 SS0960'OF A HILL, 50.0 FEET EAST OF TRIANGULATION STATION I9S, 37 1/2 FEET
 SS0960'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET LOWER THAN THE
 SS0960'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SS0960'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0961 ***********************************************************************
 SS0961  DESIGNATION -  I 9 S RM 2
 SS0961  PID         -  SS0961
 SS0961  STATE/COUNTY-  MT/CASCADE
 SS0961  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0961
 SS0961                         *CURRENT SURVEY CONTROL
 SS0961  ___________________________________________________________________
 SS0961* NAD 83(1986)-  47 29 42.     (N)    111 40 20.     (W)     SCALED    
 SS0961* NAVD 88     -      1159.170  (meters)    3803.04   (feet)  ADJUSTED  
 SS0961  ___________________________________________________________________
 SS0961  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 SS0961  DYNAMIC HT  -        1159.086 (meters)    3802.77  (feet)  COMP
 SS0961  MODELED GRAV-     980,500.0   (mgal)                       NAVD 88
 SS0961
 SS0961  VERT ORDER  -  SECOND    CLASS 0
 SS0961
 SS0961.The horizontal coordinates were scaled from a topographic map and have
 SS0961.an estimated accuracy of +/- 6 seconds.
 SS0961
 SS0961.The orthometric height was determined by differential leveling
 SS0961.and adjusted by the National Geodetic Survey in June 1991..
 SS0961
 SS0961.The geoid height was determined by GEOID03.
 SS0961
 SS0961.The dynamic height is computed by dividing the NAVD 88
 SS0961.geopotential number by the normal gravity value computed on the
 SS0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0961.degrees latitude (g = 980.6199 gals.).
 SS0961
 SS0961.The modeled gravity was interpolated from observed gravity values.
 SS0961
 SS0961;                    North         East    Units  Estimated Accuracy
 SS0961;SPC MT       -   362,850.      436,440.      MT  (+/- 180 meters Scaled)
 SS0961
 SS0961                          SUPERSEDED SURVEY CONTROL
 SS0961
 SS0961  NGVD 29 (??/??/92) 1158.246  (m)         3800.01   (f) ADJ UNCH    2 0
 SS0961
 SS0961.Superseded values are not recommended for survey control.
 SS0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0961.See file dsdata.txt to determine how the superseded data were derived.
 SS0961
 SS0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT493603(NAD 83)
 SS0961_MARKER: DR = REFERENCE MARK DISK
 SS0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0961_STAMPING: I9S NO 2 1961
 SS0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0961+STABILITY: SURFACE MOTION
 SS0961
 SS0961  HISTORY     - Date     Condition        Report By
 SS0961  HISTORY     - 1961     MONUMENTED       CGS
 SS0961
 SS0961                          STATION DESCRIPTION
 SS0961
 SS0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0961'4.95 MI SE FROM SUN RIVER.
 SS0961'2.75 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0961'AT SUN RIVER, THENCE 2.2 MILES EAST ALONG A GRAVEL ROAD, AT THE CREST
 SS0961'OF A HILL, 52.0 FEET SOUTH OF TRIANGULATION STATION I9S, 90 FEET SOUTH
 SS0961'OF THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET LOWER THAN THE ROAD,
 SS0961'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS0961'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0415 ***********************************************************************
 TL0415  DESIGNATION -  I15 8 11 383
 TL0415  PID         -  TL0415
 TL0415  STATE/COUNTY-  MT/TOOLE
 TL0415  USGS QUAD   -  SUNBURST (1986)
 TL0415
 TL0415                         *CURRENT SURVEY CONTROL
 TL0415  ___________________________________________________________________
 TL0415* NAD 83(1986)-  48 59 54.     (N)    111 57 35.     (W)     SCALED    
 TL0415* NAVD 88     -      1062.859  (meters)    3487.06   (feet)  ADJUSTED  
 TL0415  ___________________________________________________________________
 TL0415  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0415  DYNAMIC HT  -        1062.970 (meters)    3487.43  (feet)  COMP
 TL0415  MODELED GRAV-     980,676.9   (mgal)                       NAVD 88
 TL0415
 TL0415  VERT ORDER  -  FIRST     CLASS II
 TL0415
 TL0415.The horizontal coordinates were scaled from a topographic map and have
 TL0415.an estimated accuracy of +/- 6 seconds.
 TL0415
 TL0415.The orthometric height was determined by differential leveling
 TL0415.and adjusted by the National Geodetic Survey in June 1991..
 TL0415
 TL0415.The geoid height was determined by GEOID03.
 TL0415
 TL0415.The dynamic height is computed by dividing the NAVD 88
 TL0415.geopotential number by the normal gravity value computed on the
 TL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0415.degrees latitude (g = 980.6199 gals.).
 TL0415
 TL0415.The modeled gravity was interpolated from observed gravity values.
 TL0415
 TL0415;                    North         East    Units  Estimated Accuracy
 TL0415;SPC MT       -   530,510.      420,040.      MT  (+/- 180 meters Scaled)
 TL0415
 TL0415                          SUPERSEDED SURVEY CONTROL
 TL0415
 TL0415.No superseded survey control is available for this station.
 TL0415
 TL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV298277(NAD 83)
 TL0415_MARKER: DB = BENCH MARK DISK
 TL0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0415_SP_SET: CONCRETE POST
 TL0415_STAMPING: 3483.61 1-15-8 11 383
 TL0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0415+STABILITY: SURFACE MOTION
 TL0415
 TL0415  HISTORY     - Date     Condition        Report By
 TL0415  HISTORY     - UNK      MONUMENTED       MTDH
 TL0415  HISTORY     - 1978     GOOD             NGS
 TL0415
 TL0415                          STATION DESCRIPTION
 TL0415
 TL0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0415'IN SWEETGRASS.
 TL0415'AT THE UNITED STATES-CANADA BORDER IN SWEET GRASS, 0.1 MILE NORTH
 TL0415'OF THE UNITED STATES CUSTOMS HOUSE, 58.5 FEET EAST OF THE MEDIAN OF
 TL0415'INTERSTATE 15, 21 FEET WEST OF A POWER-LIGHT POLE WITH A TRANSFORMER,
 TL0415'AND 1.3 FEET NORTHWEST OF THE MOST NORTHERLY POST OF A CHAINLINK FENCE
 TL0415'IN FRONT OF THE OLD U.S. CUSTOMS HOUSE.
 TL0415'THE MARK IS 3 FT ABOVE INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0679 ***********************************************************************
 QX0679  DESIGNATION -  IBEX
 QX0679  PID         -  QX0679
 QX0679  STATE/COUNTY-  MT/PARK
 QX0679  USGS QUAD   -  IBEX MOUNTAIN (1980)
 QX0679
 QX0679                         *CURRENT SURVEY CONTROL
 QX0679  ___________________________________________________________________
 QX0679* NAD 83(1992)-  45 59 12.47742(N)    110 28 03.63626(W)     ADJUSTED  
 QX0679* NAVD 88     -      2242.6    (meters)    7358.     (feet)  VERTCON   
 QX0679  ___________________________________________________________________
 QX0679  LAPLACE CORR-          11.31  (seconds)                    DEFLEC99
 QX0679  GEOID HEIGHT-         -10.55  (meters)                     GEOID03
 QX0679
 QX0679  HORZ ORDER  -  THIRD
 QX0679
 QX0679.The horizontal coordinates were established by classical geodetic methods
 QX0679.and adjusted by the National Geodetic Survey in July 1992..
 QX0679
 QX0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0679
 QX0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0679
 QX0679.The geoid height was determined by GEOID03.
 QX0679
 QX0679;                    North         East     Units Scale Factor Converg.
 QX0679;SPC MT       -   193,474.357   525,058.290   MT  0.99955132   -0 42 28.3
 QX0679;SPC MT       -   634,758.39  1,722,632.19   iFT  0.99955132   -0 42 28.3
 QX0679;UTM  12      - 5,092,718.546   541,228.803   MT  0.99962090   +0 22 58.2
 QX0679
 QX0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0679!SPC MT       -   0.99965020  x   0.99955132  =   0.99920168
 QX0679!UTM  12      -   0.99965020  x   0.99962090  =   0.99927124
 QX0679
 QX0679:                Primary Azimuth Mark                     Grid Az
 QX0679:SPC MT       -  MATHER                                   322 55 40.1
 QX0679:UTM  12      -  MATHER                                   321 50 13.6
 QX0679
 QX0679|---------------------------------------------------------------------|
 QX0679| PID    Reference Object                     Distance      Geod. Az  |
 QX0679|                                                           dddmmss.s |
 QX0679| RW0505 MATHER                              APPROX. 7.0 KM 3221311.8 |
 QX0679|---------------------------------------------------------------------|
 QX0679
 QX0679                          SUPERSEDED SURVEY CONTROL
 QX0679
 QX0679  NAD 83(1986)-  45 59 12.47240(N)    110 28 03.63049(W) AD(       ) 3
 QX0679  NAD 27      -  45 59 12.70086(N)    110 28 00.88493(W) AD(       ) 3
 QX0679  NGVD 29 (07/19/86) 2241.4    (m)         7354.     (f) VERT ANG       
 QX0679
 QX0679.Superseded values are not recommended for survey control.
 QX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0679.See file dsdata.txt to determine how the superseded data were derived.
 QX0679
 QX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4122992719(NAD 83)
 QX0679_MARKER: DD = SURVEY DISK
 QX0679_SETTING: 66 = SET IN ROCK OUTCROP
 QX0679_SP_SET: SET IN ROCK OUTCROP
 QX0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0679+STABILITY: POSITION/ELEVATION WELL
 QX0679
 QX0679  HISTORY     - Date     Condition        Report By
 QX0679  HISTORY     - 1948     MONUMENTED       USGS
 QX0679
 QX0679                          STATION DESCRIPTION
 QX0679
 QX0679'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0679'LOCATED 9.0 MI. (AIRLINE) E. OF WILSALL AND 10.0 MI. (AIRLINE) NE. OF
 QX0679'CLYDE PARK, ON A TIMBERED TOP, KNOWN LOCALLY AS IBEX MOUNTAIN.
 QX0679'
 QX0679'TO REACH STATION FROM WILSALL POST OFFICE, DRIVE S. ON U.S. HIGHWAY
 QX0679'89 0.5 MI. TO JUNCTION, TURN LEFT ON GRAVEL RD. (HORSE CREEK ROAD)
 QX0679'6.45 MI. TO JUNCTION, TURN RIGHT (COTTONWOOD ROAD) 3.45 MI. TO
 QX0679'JUNCTION, TURN LEFT 4.6 MI. TO FORKS, TAKE LEFT FORK 1.05 MI. TO
 QX0679'FORKS, TAKE LEFT FORK 0.2 MI., CROSS COUNTRY LEFT (W.) THROUGH
 QX0679'CLEARING AND UPGRADE 0.2 MI. AND END TRUCK TRAVEL.  PACK UP TOWARDS
 QX0679'SADDLE, PICK UP BLAZED TRAIL AND FOLLOW TO TOP.  STATION SITE IS 500
 QX0679'FT. SW. OF TIMBERED TOP ON A ROCKY POINT, A 1/2 HOUR PACK.
 QX0679'
 QX0679'STATION MARK--STANDARD TABLET, STAMPED ---IBEX 1948---, CEMENTED IN
 QX0679'ROCK.
 QX0679'
 QX0679'REFERENCE MARK NO. 1--STANDARD R.M. TABLET, STAMPED ---IBEX RM 1---,
 QX0679'CEMENTED IN ROCK, 24.31 FT. FROM THE STATION MARK,
 QX0679'N 51 DEG 06 MIN W.
 QX0679'
 QX0679'REFERENCE MARK NO. 2--STANDARD R.M. TABLET, STAMPED ---IBEX RM 2---,
 QX0679'CEMENTED IN ROCK, 22.81 FT. FROM THE STATION MARK,
 QX0679'N 33 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0533 ***********************************************************************
 QW0533  DESIGNATION -  ICE
 QW0533  PID         -  QW0533
 QW0533  STATE/COUNTY-  MT/CARBON
 QW0533  USGS QUAD   -  EAST PRYOR MOUNTAIN (1996)
 QW0533
 QW0533                         *CURRENT SURVEY CONTROL
 QW0533  ___________________________________________________________________
 QW0533* NAD 83(1993)-  45 10 06.16590(N)    108 20 06.45408(W)     ADJUSTED  
 QW0533* NAVD 88     -      2679.4    (meters)    8791.     (feet)  VERTCON   
 QW0533  ___________________________________________________________________
 QW0533  LAPLACE CORR-          -9.52  (seconds)                    DEFLEC99
 QW0533  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 QW0533
 QW0533  HORZ ORDER  -  FIRST
 QW0533
 QW0533.The horizontal coordinates were established by classical geodetic methods
 QW0533.and adjusted by the National Geodetic Survey in January 1997..
 QW0533
 QW0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0533
 QW0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0533
 QW0533.The geoid height was determined by GEOID03.
 QW0533
 QW0533;                    North         East     Units Scale Factor Converg.
 QW0533;SPC MT       -   102,756.938   691,564.960   MT  0.99990311   +0 51 07.6
 QW0533;SPC MT       -   337,129.06  2,268,913.91   iFT  0.99990311   +0 51 07.6
 QW0533;UTM  12      - 5,005,110.506   709,416.402   MT  1.00013926   +1 53 26.0
 QW0533
 QW0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0533!SPC MT       -   0.99958188  x   0.99990311  =   0.99948503
 QW0533!UTM  12      -   0.99958188  x   1.00013926  =   0.99972108
 QW0533
 QW0533|---------------------------------------------------------------------|
 QW0533| PID    Reference Object                     Distance      Geod. Az  |
 QW0533|                                                           dddmmss.s |
 QW0533| CQ6781 ICE RM 1                             18.593 METERS 08449     |
 QW0533| CQ6782 ICE RM 2                             24.985 METERS 18351     |
 QW0533| CQ6780 ICE AZ MK                                          1920932.9 |
 QW0533|---------------------------------------------------------------------|
 QW0533
 QW0533                          SUPERSEDED SURVEY CONTROL
 QW0533
 QW0533  NAD 83(1992)-  45 10 06.15795(N)    108 20 06.44224(W) AD(       ) 1
 QW0533  NAD 83(1986)-  45 10 06.15860(N)    108 20 06.43690(W) AD(       ) 1
 QW0533  NAD 27      -  45 10 06.32710(N)    108 20 04.00610(W) AD(       ) 1
 QW0533  NGVD 29 (07/19/86) 2678.4    (m)         8787.     (f) VERT ANG       
 QW0533
 QW0533.Superseded values are not recommended for survey control.
 QW0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0533.See file dsdata.txt to determine how the superseded data were derived.
 QW0533
 QW0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR0941605111(NAD 83)
 QW0533_MARKER: DS = TRIANGULATION STATION DISK
 QW0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0533
 QW0533  HISTORY     - Date     Condition        Report By
 QW0533  HISTORY     - 1957     MONUMENTED       CGS
 QW0533
 QW0533                          STATION DESCRIPTION
 QW0533
 QW0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 QW0533'LOCATED ON THE HIGHEST POINT OF EAST PRYOR MOUNTAIN, ABOUT 24
 QW0533'MILES NORTH-NORTHEAST OF LOVELL, ABOUT 11-1/2 MILES NORTH
 QW0533'OF THE MONTANA-WYOMING STATE LINE AND 469 FEET EAST OF THE
 QW0533'EAST BOUNDARY OF CUSTER NATIONAL FOREST.
 QW0533'
 QW0533'REACHED FROM THE POST OFFICE IN COWLEY BY GOING WEST ON U.S.
 QW0533'HIGHWAY 310 FOR 0.15 MILE TO INTERSECTION AT SIGN LOVELL-COWLEY
 QW0533'AIRPORT 3, TURN RIGHT AND FOLLOW GRAVEL ROAD NORTHEASTERLY
 QW0533'FOR 1.65 MILES TO A FORK, TAKE RIGHT FORK AND FOLLOW GRAVEL
 QW0533'ROAD THEN DIRT ROAD FOR 6.55 MILES TO A SIDE ROAD LEFT AT
 QW0533'SIGN LISBON URANIUM PROPERTIES, PRYOR MOUNTAIN PROPERTIES,
 QW0533'TURN LEFT AND FOLLOW GRADED DIRT ROAD FOR 2.0 MILES TO A FORK,
 QW0533'TAKE RIGHT FORK AND FOLLOW MAIN GRADED ROAD FOR 6.2 MILES TO
 QW0533'THE ENTRANCE TO CUSTER NATIONAL FOREST AND A CATTLEGUARD,
 QW0533'CROSS CATTLEGUARD AND FOLLOW ONLY ROAD FOR 9.4 MILES TO A
 QW0533'CATTLEGUARD AT THE TOP OF THE DIVIDE, CROSS CATTLEGUARD AND
 QW0533'TURN RIGHT AND FOLLOW TRACK ROAD ALONG NORTH SIDE OF FENCE
 QW0533'FOR 1.1 MILES TO A GATE, PASS THROUGH GATE AND CONTINUE
 QW0533'ON TRACK ROAD FOR 0.5 MILE TO A FORK, TAKE LEFT FORK FOR
 QW0533'1.65 MILES TO A FORK AT SIGN ICE CAVE 2, TAKE LEFT FORK
 QW0533'FOR 1.55 MILES TO A FORK, TAKE LEFT FORK FOR 1.6 MILES TO
 QW0533'A WIRE GATE AT FENCE CORNER, TURN SHARP LEFT AND GO
 QW0533'NORTH ALONG THE WEST SIDE OF FENCE FOR 0.2 MILE TO THE
 QW0533'AZIMUTH MARK ON THE RIGHT ACROSS THE FENCE, CONTINUE
 QW0533'NORTH ON DIM ROAD FOR 0.3 MILE TO END OF TRUCK TRAVEL,
 QW0533'FROM HERE PACK EASTERLY FOR 469 FEET TO THE STATION.
 QW0533'
 QW0533'STATION MARKS ARE STANDARD DISKS, STAMPED ICE 1957.  THE
 QW0533'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 QW0533'POST PROJECTING 7 INCHES.  IT IS 469 FEET EAST OF A WIRE
 QW0533'FENCE WHICH IS THE EAST BOUNDARY OF CUSTER NATIONAL FOREST.
 QW0533'A WHITE POST WAS SET 3 FEET NORTHWEST OF THE MARK.  THE
 QW0533'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 30
 QW0533'INCHES BELOW THE GROUND SURFACE.
 QW0533'
 QW0533'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ICE NO 1 1957, SET
 QW0533'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.
 QW0533'IT IS 530 FEET EAST OF THE WIRE FENCE.
 QW0533'
 QW0533'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ICE NO 2 1957,
 QW0533'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.
 QW0533'IT IS 468 FEET EAST OF THE WIRE FENCE.
 QW0533'
 QW0533'AZIMUTH MARK IS A STANDARD DISK, STAMPED ICE 1957, SET IN A
 QW0533'DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET LONG, THREE FEET
 QW0533'WIDE AND PROJECTING 3 FEET.  IT IS 102 FEET EAST OF THE WIRE
 QW0533'FENCE.  A WHITE POST WAS SET 3 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0538 ***********************************************************************
 QW0538  DESIGNATION -  ICE CAVE
 QW0538  PID         -  QW0538
 QW0538  STATE/COUNTY-  MT/CARBON
 QW0538  USGS QUAD   -  BIG ICE CAVE (1985)
 QW0538
 QW0538                         *CURRENT SURVEY CONTROL
 QW0538  ___________________________________________________________________
 QW0538* NAD 83(1993)-  45 09 38.36479(N)    108 28 09.28497(W)     ADJUSTED  
 QW0538* NAVD 88     -      2679.     (meters)    8789.     (feet)  SCALED    
 QW0538  ___________________________________________________________________
 QW0538  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 QW0538  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 QW0538
 QW0538  HORZ ORDER  -  SECOND
 QW0538
 QW0538.The horizontal coordinates were established by classical geodetic methods
 QW0538.and adjusted by the National Geodetic Survey in January 1997..
 QW0538
 QW0538.The orthometric height was scaled from a topographic map.
 QW0538
 QW0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0538
 QW0538.The geoid height was determined by GEOID03.
 QW0538
 QW0538;                    North         East     Units Scale Factor Converg.
 QW0538;SPC MT       -   101,751.086   681,034.417   MT  0.99990737   +0 45 14.4
 QW0538;SPC MT       -   333,829.02  2,234,364.89   iFT  0.99990737   +0 45 14.4
 QW0538;UTM  12      - 5,003,913.479   698,903.666   MT  1.00008648   +1 47 42.4
 QW0538
 QW0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0538!SPC MT       -   0.99958193  x   0.99990737  =   0.99948934
 QW0538!UTM  12      -   0.99958193  x   1.00008648  =   0.99966837
 QW0538
 QW0538                          SUPERSEDED SURVEY CONTROL
 QW0538
 QW0538  NAD 83(1992)-  45 09 38.35761(N)    108 28 09.27320(W) AD(       ) 2
 QW0538  NAD 83(1986)-  45 09 38.35822(N)    108 28 09.26566(W) AD(       ) 2
 QW0538  NAD 27      -  45 09 38.53300(N)    108 28 06.82000(W) AD(       ) 2
 QW0538
 QW0538.Superseded values are not recommended for survey control.
 QW0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0538.See file dsdata.txt to determine how the superseded data were derived.
 QW0538
 QW0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9890403913(NAD 83)
 QW0538_MARKER: DD = SURVEY DISK
 QW0538_SETTING: 66 = SET IN ROCK OUTCROP
 QW0538_SP_SET: SET IN BEDROCK
 QW0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0538+STABILITY: POSITION/ELEVATION WELL
 QW0538
 QW0538  HISTORY     - Date     Condition        Report By
 QW0538  HISTORY     - 1957     MONUMENTED       USFS
 QW0538
 QW0538                          STATION DESCRIPTION
 QW0538
 QW0538'DESCRIBED BY US FOREST SERVICE 1957 (OSR)
 QW0538'THE STATION SITE WAS NOT VISITED BY MEMBERS OF THIS PARTY.
 QW0538'OBSERVATIONS WERE MADE ON A TARGET ERECTED BY AND AT THE
 QW0538'REQUEST OF THE U.S. FOREST SERVICE.  THE FOLLOWING IS A COPY
 QW0538'OF THE DESCRIPTION AS WRITTEN BY THE FOREST SERVICE--
 QW0538'
 QW0538'ABOUT 20 MILES NORTH OF COWLEY, WYOMING.
 QW0538'
 QW0538'TO REACH FROM COWLEY, WYOMING, GO WEST ON U.S. HIGHWAY 310
 QW0538'FOR ABOUT 1/2 BLOCK TO INTERSECTION AT SIGN LOVELL-COWLEY
 QW0538'AIRPORT 3.  TURN RIGHT AND FOLLOW GRAVEL ROAD NORTH 1.65 MILES,
 QW0538'KEEP RIGHT FORK AND FOLLOW GRADED DIRT ROAD NORTHEASTERLY
 QW0538'AND NORTHERLY FOR 6.6 MILES TO A GRADED T-ROAD LEFT AT SIGN
 QW0538'LISBON URANIUM CORPORATION, PRYOR MOUNTAIN PROPERTIES.  TURN
 QW0538'LEFT AND FOLLOW MAIN ROAD NORTHWESTERLY 5.9 MILES TO FORK AT
 QW0538'ANOTHER SIGN LISBON URANIUM CORPORATION.  TAKE RIGHT FORK 0.85
 QW0538'MILES TO MINING CAMP, CONTINUE 0.4 MILES TO FORK AT SIGN
 QW0538'POWDER MAGAZINE, KEEP AWAY.  TAKE LEFT FORK 0.05 MILE TO
 QW0538'OPTIONAL FORK (RIGHT FORK HAS A MUCH STEEPER GRADE).  KEEP
 QW0538'LEFT FORK 0.45 MILES, KEEP LEFT FORK AGAIN 0.25 MILE, GO 1
 QW0538'MILE TO CROSS ROAD, STAY CENTER AND GO 0.04 MILE TO FORK, STAY
 QW0538'CENTER AND FOLLOW ROAD TO RIDGE TOP, GO 4.1 MILE UP RIDGE
 QW0538'AND ALONG TOP TO Y, TAKE RIGHT FORK 1.9 MILE TO STATION.
 QW0538'
 QW0538'STATION IS BRASS CAP SET IN BEDROCK ON NORTHEASTERLY MOST
 QW0538'PART OF BARE TOP NEAR ABOUT 10 FEET EAST OF F.M. 2 AND ABOUT
 QW0538'100 YARDS WEST OF THE ENTRANCE TO CRATER ICE CAVE.  CAP STAMPED
 QW0538'U.S.F.S. 1957.  U.S.F.S. ICE CAVE 1916 IS PROBABLY LOCATED
 QW0538'UNDER THE POST AND CAIRN DENOTING F.M. 2 (NO TIE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0014 ***********************************************************************
 PZ0014  DESIGNATION -  IDA 15 150
 PZ0014  PID         -  PZ0014
 PZ0014  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0014  USGS QUAD   -  MONIDA (1968)
 PZ0014
 PZ0014                         *CURRENT SURVEY CONTROL
 PZ0014  ___________________________________________________________________
 PZ0014* NAD 83(1992)-  44 33 21.67345(N)    112 18 31.97083(W)     ADJUSTED  
 PZ0014* NAVD 88     -      2106.517  (meters)    6911.13   (feet)  ADJUSTED  
 PZ0014  ___________________________________________________________________
 PZ0014  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 PZ0014  GEOID HEIGHT-         -10.00  (meters)                     GEOID03
 PZ0014  DYNAMIC HT  -        2105.295 (meters)    6907.12  (feet)  COMP
 PZ0014  MODELED GRAV-     979,961.7   (mgal)                       NAVD 88
 PZ0014
 PZ0014  HORZ ORDER  -  SECOND
 PZ0014  VERT ORDER  -  FIRST     CLASS II
 PZ0014
 PZ0014.The horizontal coordinates were established by classical geodetic methods
 PZ0014.and adjusted by the National Geodetic Survey in July 1992..
 PZ0014
 PZ0014.The orthometric height was determined by differential leveling
 PZ0014.and adjusted by the National Geodetic Survey in June 1991..
 PZ0014
 PZ0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0014
 PZ0014.The geoid height was determined by GEOID03.
 PZ0014
 PZ0014.The dynamic height is computed by dividing the NAVD 88
 PZ0014.geopotential number by the normal gravity value computed on the
 PZ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0014.degrees latitude (g = 980.6199 gals.).
 PZ0014
 PZ0014.The modeled gravity was interpolated from observed gravity values.
 PZ0014
 PZ0014;                    North         East     Units Scale Factor Converg.
 PZ0014;SPC MT       -    38,021.457   376,806.891   MT  1.00029532   -2 03 16.9
 PZ0014;SPC MT       -   124,742.31  1,236,243.08   iFT  1.00029532   -2 03 16.9
 PZ0014;SPC ID E     -   320,985.476   188,701.203   MT  0.99994894   -0 05 59.2
 PZ0014;UTM  12      - 4,934,464.961   396,046.452   MT  0.99973289   -0 55 06.2
 PZ0014
 PZ0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0014!SPC MT       -   0.99967139  x   1.00029532  =   0.99996661
 PZ0014!SPC ID E     -   0.99967139  x   0.99994894  =   0.99962034
 PZ0014!UTM  12      -   0.99967139  x   0.99973289  =   0.99940436
 PZ0014
 PZ0014|---------------------------------------------------------------------|
 PZ0014| PID    Reference Object                     Distance      Geod. Az  |
 PZ0014|                                                           dddmmss.s |
 PZ0014| PZ0013 IDA 15 150 RM 1                      17.721 METERS 03104     |
 PZ0014| CN3748 HIGHWAY 91 STA 759+49.8 PC4C                       1284914.7 |
 PZ0014| PZ0631 901.01                               26.494 METERS 19438     |
 PZ0014|---------------------------------------------------------------------|
 PZ0014
 PZ0014                          SUPERSEDED SURVEY CONTROL
 PZ0014
 PZ0014  NAD 83(1986)-  44 33 21.67033(N)    112 18 31.96036(W) AD(       ) 2
 PZ0014  NAD 27      -  44 33 21.98670(N)    112 18 28.95110(W) AD(       ) 2
 PZ0014  NGVD 29 (??/??/92) 2105.161  (m)         6906.68   (f) ADJ UNCH    1 2
 PZ0014
 PZ0014.Superseded values are not recommended for survey control.
 PZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0014.See file dsdata.txt to determine how the superseded data were derived.
 PZ0014
 PZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ9604634465(NAD 83)
 PZ0014_MARKER: DS = TRIANGULATION STATION DISK
 PZ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0014_STAMPING: IDA 15-150 1959
 PZ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0014+STABILITY: SURFACE MOTION
 PZ0014
 PZ0014  HISTORY     - Date     Condition        Report By
 PZ0014  HISTORY     - 1959     MONUMENTED       CGS
 PZ0014  HISTORY     - 1967     GOOD             CGS
 PZ0014  HISTORY     - 1967     GOOD             NGS
 PZ0014  HISTORY     - 1968     GOOD             NGS
 PZ0014
 PZ0014                          STATION DESCRIPTION
 PZ0014
 PZ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0014'THE STATION IS 0.5 MILE SOUTH-SOUTHEAST OF MONIDA, 76 FEET
 PZ0014'EAST OF THE RIGHT OF WAY FENCE LINE, ABOUT 40 FEET NORTH OF
 PZ0014'THE IDAHO-MONTANA STATE LINE ON THE CREST OF THE CONTINENTAL
 PZ0014'DIVIDE.
 PZ0014'
 PZ0014'TO REACH THE STATION FROM MONIDA GO WEST ACROSS THE RAILROAD
 PZ0014'TRACKS TO THE WEST SIDE OF THE STOCK YARDS AND LOADING PENS,
 PZ0014'TURN LEFT, SOUTH, FOR 0.1 MILE ALONG THE WEST SIDE OF THE STOCK
 PZ0014'PENS AND THROUGH A WIRE GATE TO A FORK, KEEP THE LEFT FORK FOR
 PZ0014'0.35 MILE TO THE SUMMIT OF A FLAT SADDLE, TURN RIGHT, WEST,
 PZ0014'ACROSS COUNTRY UP THE RIDGE FOR 0.15 MILE TO THE SUMMIT OF THE
 PZ0014'RIDGE AND THE STATION SITE 8 FEET SOUTHEAST OF A METAL WITNESS
 PZ0014'POST WITH SIGN ATTACHED.
 PZ0014'
 PZ0014'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0014'POST PROJECTING 5 INCHES AND STAMPED IDA 15-150 1959.
 PZ0014'
 PZ0014'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0014'POST PROJECTING 6 INCHES AND STAMPED IDA 15-150 NO 1 1959.
 PZ0014'IT IS SET AT THE EAST BRINK OF THE FLAT AREA SURROUNDING
 PZ0014'THE STATION SITE.
 PZ0014'
 PZ0014'REFERENCE MARK 2 IS A BRONZE DISK OF THE MONTANA STATE HIGHWAY
 PZ0014'COMMISSION SET IN THE TOP OF A CONCRETE POST PROJECTING 3 FEET
 PZ0014'AND IS 3 FEET WEST OF THE SEPARATION IN THE RIGHT OF WAY FENCES.
 PZ0014'IT IS SET AT THE TOP OF THE HIGHWAY CUT AND WILL CARRY A SIGN
 PZ0014'DONATING END OF PROJECT.  IT IS NOT STAMPED.  (SINCE STAMPED
 PZ0014'901.01)
 PZ0014'
 PZ0014'A MARK OF THE GLO WAS TIED TO THE STATION AND IS SET 65 FEET
 PZ0014'WEST OF THE WEST BRINK OF THE HIGHWAY CUT, 14 FEET WEST OF THE
 PZ0014'WEST RIGHT OF WAY FENCE AND 1 FOOT SOUTH OF A STEEL POST AND WIRE
 PZ0014'FENCE LINE ON THE STATE LINE.  IT IS A STANDARD BRONZE CAP
 PZ0014'RIVETED TO THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 10
 PZ0014'INCHES AND STAMPED T 15 S ( R 6 W S 3 ( S 2 - C C MONT- IDA.
 PZ0014'
 PZ0014'THE AZIMUTH MARK IS A STANDARD DISK OF THE IDAHO DEPARTMENT
 PZ0014'OF PUBLIC WORKS PROJECTING 1 FOOT AND STAMPED PC4C 759+49.8 50 FT.
 PZ0014'IT IS 0.1 MILE SOUTH OF THE STEEL OVERPASS OVER THE UNION
 PZ0014'PACIFIC RAILROAD TRACKS, 1.4 MILES SOUTH OF THE MONIDA POST
 PZ0014'OFFICE ALONG THE OLD ROUTE OF U.S. HIGHWAY 91 AND 48.5 FEET
 PZ0014'WEST OF THE CENTER LINE OF U.S. HIGHWAY 91.
 PZ0014'
 PZ0014'A 2-WHEEL DRIVE STATION.
 PZ0014
 PZ0014                          STATION RECOVERY (1967)
 PZ0014
 PZ0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0014'THE STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION AND
 PZ0014'LEVELED OVER.
 PZ0014'
 PZ0014'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT MONIDA,
 PZ0014'GO 0.35 MILE SOUTHEAST ALONG THE RAILROAD, THENCE 0.2 MILE
 PZ0014'ACROSS COUNTRY TO THE TOP OF A RIDGE.
 PZ0014'
 PZ0014'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0014'IDA 15-150 1959.  AT THE SUMMIT OF THE RIDGE, 40 FEET NORTHWEST
 PZ0014'OF MONTANA-IDAHO STATE LINE, 76.3 FEET NORTHEAST OF THE
 PZ0014'NORTHEAST RIGHT-OF-WAY FENCE FOR INTERSTATE HIGHWAY 15, 8.2
 PZ0014'FEET SOUTHEAST OF A WITNESS POST, ABOUT 50 FEET HIGHER THAN
 PZ0014'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0014'0.3 FOOT ABOVE THE GROUND.
 PZ0014'
 PZ0014'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-150
 PZ0014'NO 1 1959.  58.14 FEET NORTHEAST OF THE STATION, 52 FEET
 PZ0014'NORTHWEST OF THE MONTANA-IDAHO STATE LINE, 61.3 FEET NORTHEAST
 PZ0014'OF A WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0014'0.4 FOOT ABOVE THE GROUND.
 PZ0014'
 PZ0014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2
 PZ0014'MILE SOUTHEAST OF MONIDA,
 PZ0014
 PZ0014                          STATION RECOVERY (1967)
 PZ0014
 PZ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0014'0.55 MI SE FROM MONIDA.
 PZ0014'0.35 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0014'AT MONIDA, THENCE 0.2 MILE SOUTHWEST ACROSS COUNTRY TO THE TOP OF A
 PZ0014'RIDGE, AT THE SUMMIT OF THE RIDGE, 40 FEET NORTHWEST OF MONTANA-IDAHO
 PZ0014'STATE LINE, 76.3 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE
 PZ0014'FOR INTERSTATE HIGHWAY 15, 58.14 FEET SOUTHWEST OF R.M. 1, 8.2 FEET
 PZ0014'SOUTHEAST OF A WITNESS POST, ABOUT 50 FEET HIGHER THAN THE HIGHWAY,
 PZ0014'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PZ0014'GROUND.
 PZ0014
 PZ0014                          STATION RECOVERY (1968)
 PZ0014
 PZ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PZ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0013 ***********************************************************************
 PZ0013  DESIGNATION -  IDA 15 150 RM 1
 PZ0013  PID         -  PZ0013
 PZ0013  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0013  USGS QUAD   -  MONIDA (1968)
 PZ0013
 PZ0013                         *CURRENT SURVEY CONTROL
 PZ0013  ___________________________________________________________________
 PZ0013* NAD 83(1986)-  44 33 21.     (N)    112 18 32.     (W)     SCALED    
 PZ0013* NAVD 88     -      2106.093  (meters)    6909.74   (feet)  ADJUSTED  
 PZ0013  ___________________________________________________________________
 PZ0013  GEOID HEIGHT-         -10.00  (meters)                     GEOID03
 PZ0013  DYNAMIC HT  -        2104.870 (meters)    6905.73  (feet)  COMP
 PZ0013  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 PZ0013
 PZ0013  VERT ORDER  -  FIRST     CLASS II
 PZ0013
 PZ0013.The horizontal coordinates were scaled from a topographic map and have
 PZ0013.an estimated accuracy of +/- 6 seconds.
 PZ0013
 PZ0013.The orthometric height was determined by differential leveling
 PZ0013.and adjusted by the National Geodetic Survey in June 1991..
 PZ0013.WARNING-Repeat measurements at this control monument indicate possible
 PZ0013.vertical movement.
 PZ0013
 PZ0013.The geoid height was determined by GEOID03.
 PZ0013
 PZ0013.The dynamic height is computed by dividing the NAVD 88
 PZ0013.geopotential number by the normal gravity value computed on the
 PZ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0013.degrees latitude (g = 980.6199 gals.).
 PZ0013
 PZ0013.The modeled gravity was interpolated from observed gravity values.
 PZ0013
 PZ0013;                    North         East    Units  Estimated Accuracy
 PZ0013;SPC MT       -    38,000.      376,810.      MT  (+/- 180 meters Scaled)
 PZ0013
 PZ0013                          SUPERSEDED SURVEY CONTROL
 PZ0013
 PZ0013  NGVD 29 (??/??/92) 2104.735  (m)         6905.28   (f) ADJ UNCH    1 2
 PZ0013
 PZ0013.Superseded values are not recommended for survey control.
 PZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0013.See file dsdata.txt to determine how the superseded data were derived.
 PZ0013
 PZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ960344(NAD 83)
 PZ0013_MARKER: DR = REFERENCE MARK DISK
 PZ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0013_STAMPING: IDA 15-150 NO 1 1959
 PZ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0013+STABILITY: SURFACE MOTION
 PZ0013
 PZ0013  HISTORY     - Date     Condition        Report By
 PZ0013  HISTORY     - 1959     MONUMENTED       CGS
 PZ0013  HISTORY     - 1967     GOOD             NGS
 PZ0013
 PZ0013                          STATION DESCRIPTION
 PZ0013
 PZ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0013'0.55 MI SE FROM MONIDA.
 PZ0013'0.35 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0013'AT MONIDA, THENCE 0.2 MILE SOUTHWEST ACROSS COUNTRY TO THE TOP OF A
 PZ0013'RIDGE, 52 FEET NORTHWEST OF MONTANA-IDAHO STATE LINE, 58.14 FEET
 PZ0013'NORTHEAST OF THE STATION, 134.4 FEET NORTHEAST OF THE NORTHEAST
 PZ0013'RIGHT-OF-WAY FENCE FOR INTERSTATE HIGHWAY 15, 61.3 FEET NORTHEAST OF A
 PZ0013'WITNESS POST, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A
 PZ0013'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1007 ***********************************************************************
 SU1007  DESIGNATION -  IDA 90 100
 SU1007  PID         -  SU1007
 SU1007  STATE/COUNTY-  MT/MINERAL
 SU1007  USGS QUAD   -  LOOKOUT PASS (1988)
 SU1007
 SU1007                         *CURRENT SURVEY CONTROL
 SU1007  ___________________________________________________________________
 SU1007* NAD 83(1992)-  47 26 57.70193(N)    115 41 09.31526(W)     ADJUSTED  
 SU1007* NAVD 88     -      1544.     (meters)    5066.     (feet)  SCALED    
 SU1007  ___________________________________________________________________
 SU1007  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 SU1007  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 SU1007
 SU1007  HORZ ORDER  -  SECOND
 SU1007
 SU1007.The horizontal coordinates were established by classical geodetic methods
 SU1007.and adjusted by the National Geodetic Survey in July 1992..
 SU1007
 SU1007.The orthometric height was scaled from a topographic map.
 SU1007
 SU1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1007
 SU1007.The geoid height was determined by GEOID03.
 SU1007
 SU1007;                    North         East     Units Scale Factor Converg.
 SU1007;SPC MT       -   373,907.177   134,237.031   MT  0.99942166   -4 31 30.1
 SU1007;SPC MT       - 1,226,729.58    440,410.21   iFT  0.99942166   -4 31 30.1
 SU1007;SPC ID W     -   642,550.511   804,832.266   MT  0.99993362   +0 02 49.9
 SU1007;UTM  11      - 5,255,938.944   599,062.197   MT  0.99972060   +0 58 05.3
 SU1007
 SU1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1007!SPC MT       -   0.99976049  x   0.99942166  =   0.99918229
 SU1007!SPC ID W     -   0.99976049  x   0.99993362  =   0.99969412
 SU1007!UTM  11      -   0.99976049  x   0.99972060  =   0.99948116
 SU1007
 SU1007:                Primary Azimuth Mark                     Grid Az
 SU1007:SPC MT       -  IDA 90 101                               252 29 27.3
 SU1007:SPC ID W     -  IDA 90 101                               247 55 07.3
 SU1007:UTM  11      -  IDA 90 101                               246 59 51.9
 SU1007
 SU1007|---------------------------------------------------------------------|
 SU1007| PID    Reference Object                     Distance      Geod. Az  |
 SU1007|                                                           dddmmss.s |
 SU1007| SU0516 IDA 90 101                          APPROX. 1.8 KM 2475757.2 |
 SU1007|---------------------------------------------------------------------|
 SU1007
 SU1007                          SUPERSEDED SURVEY CONTROL
 SU1007
 SU1007  NAD 83(1986)-  47 26 57.70537(N)    115 41 09.30720(W) AD(       ) 2
 SU1007  NAD 27      -  47 26 57.94579(N)    115 41 05.74992(W) AD(       ) 2
 SU1007
 SU1007.Superseded values are not recommended for survey control.
 SU1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1007.See file dsdata.txt to determine how the superseded data were derived.
 SU1007
 SU1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9906255939(NAD 83)
 SU1007_MARKER: DE = TRAVERSE STATION DISK
 SU1007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU1007_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 SU1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1007
 SU1007  HISTORY     - Date     Condition        Report By
 SU1007  HISTORY     - 1958     MONUMENTED       CGS
 SU1007  HISTORY     - 1973     GOOD             WAA
 SU1007
 SU1007                          STATION DESCRIPTION
 SU1007
 SU1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU1007'THE STATION IS ABOUT 1/2 MILE EAST OF U.S. HIGHWAY 10, ALONG
 SU1007'A ROAD LEADING TO CIVIL AERONAUTICS ADMINISTRATION INSTALLATIONS.
 SU1007'
 SU1007'TO REACH FROM LOOKOUT PASS GO EASTERLY ON DIRT ROAD LEADING
 SU1007'TO THE CAA INSTALLATIONS FOR 0.1 MILE TO A LOCKED GATE.  KEY
 SU1007'CAN BE OBTAINED FROM THE CAA HEADQUARTERS.  CONTINUE STRAIGHT
 SU1007'AHEAD FOR 0.65 MILE TO A SHARP TURN IN ROAD AND STATION.
 SU1007'
 SU1007'THE STATION MARK, STAMPED IDA 90-100 1958, IS A STANDARD
 SU1007'TRAVERSE DISK SET IN A 6 INCH PIPE FILLED WITH CONCRETE.  THE
 SU1007'STATION IS 83 FEET EAST OF THE CENTER OF THE SHARP TURN, AND
 SU1007'14 FEET EAST OF A DRAINAGE DITCH.
 SU1007'
 SU1007'STATION IS AT THE FAR CORNER OF THE SWITCHBACK FORMING THE TURN.
 SU1007
 SU1007                          STATION RECOVERY (1973)
 SU1007
 SU1007'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1973
 SU1007'IDA 90-100 1958 RECOVERED GOOD.
 SU1007'
 SU1007'NEED KEY FOR GATE.
 SU1007'
 SU1007'DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE SE FROM
 SU1007'LOOKOUT PASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0516 ***********************************************************************
 SU0516  DESIGNATION -  IDA 90 101
 SU0516  PID         -  SU0516
 SU0516  STATE/COUNTY-  MT/MINERAL
 SU0516  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0516
 SU0516                         *CURRENT SURVEY CONTROL
 SU0516  ___________________________________________________________________
 SU0516* NAD 83(1992)-  47 26 36.06221(N)    115 42 28.10315(W)     ADJUSTED  
 SU0516* NAVD 88     -      1365.626  (meters)    4480.39   (feet)  ADJUSTED  
 SU0516  ___________________________________________________________________
 SU0516  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 SU0516  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 SU0516  DYNAMIC HT  -        1365.415 (meters)    4479.70  (feet)  COMP
 SU0516  MODELED GRAV-     980,410.5   (mgal)                       NAVD 88
 SU0516
 SU0516  HORZ ORDER  -  SECOND
 SU0516  VERT ORDER  -  SECOND    CLASS 0
 SU0516
 SU0516.The horizontal coordinates were established by classical geodetic methods
 SU0516.and adjusted by the National Geodetic Survey in July 1992..
 SU0516
 SU0516.The orthometric height was determined by differential leveling
 SU0516.and adjusted by the National Geodetic Survey in June 1991..
 SU0516
 SU0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0516
 SU0516.The geoid height was determined by GEOID03.
 SU0516
 SU0516.The dynamic height is computed by dividing the NAVD 88
 SU0516.geopotential number by the normal gravity value computed on the
 SU0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0516.degrees latitude (g = 980.6199 gals.).
 SU0516
 SU0516.The modeled gravity was interpolated from observed gravity values.
 SU0516
 SU0516;                    North         East     Units Scale Factor Converg.
 SU0516;SPC MT       -   373,371.728   132,539.746   MT  0.99942086   -4 32 27.7
 SU0516;SPC MT       - 1,224,972.86    434,841.69   iFT  0.99942086   -4 32 27.7
 SU0516;SPC ID W     -   641,881.124   803,182.220   MT  0.99993346   +0 01 51.9
 SU0516;UTM  11      - 5,255,243.274   597,423.475   MT  0.99971664   +0 57 06.9
 SU0516
 SU0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0516!SPC MT       -   0.99978848  x   0.99942086  =   0.99920946
 SU0516!SPC ID W     -   0.99978848  x   0.99993346  =   0.99972195
 SU0516!UTM  11      -   0.99978848  x   0.99971664  =   0.99950518
 SU0516
 SU0516:                Primary Azimuth Mark                     Grid Az
 SU0516:SPC MT       -  AN                                       015 37 14.4
 SU0516:SPC ID W     -  AN                                       011 02 54.8
 SU0516:UTM  11      -  AN                                       010 07 39.8
 SU0516
 SU0516|---------------------------------------------------------------------|
 SU0516| PID    Reference Object                     Distance      Geod. Az  |
 SU0516|                                                           dddmmss.s |
 SU0516| SU0515 AN                                                 0110446.7 |
 SU0516| SU0514 B                                                  0534132.9 |
 SU0516|---------------------------------------------------------------------|
 SU0516
 SU0516                          SUPERSEDED SURVEY CONTROL
 SU0516
 SU0516  NAD 83(1986)-  47 26 36.06543(N)    115 42 28.09498(W) AD(       ) 2
 SU0516  NAD 27      -  47 26 36.30741(N)    115 42 24.53628(W) AD(       ) 2
 SU0516  NGVD 29 (??/??/92) 1364.346  (m)         4476.19   (f) ADJ UNCH    2 0
 SU0516
 SU0516.Superseded values are not recommended for survey control.
 SU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0516.See file dsdata.txt to determine how the superseded data were derived.
 SU0516
 SU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9742355243(NAD 83)
 SU0516_MARKER: DE = TRAVERSE STATION DISK
 SU0516_SETTING: 80 = SET IN A BOULDER
 SU0516_SP_SET: BOULDER
 SU0516_STAMPING: IDA 90-101 1958
 SU0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0516+STABILITY: SURFACE MOTION
 SU0516
 SU0516  HISTORY     - Date     Condition        Report By
 SU0516  HISTORY     - 1958     MONUMENTED       CGS
 SU0516  HISTORY     - 1958     GOOD             CGS
 SU0516
 SU0516                          STATION DESCRIPTION
 SU0516
 SU0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU0516'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF THE MONTANA-IDAHO
 SU0516'STATE LINE, 1-1/2 MILES SOUTHWEST OF LOOKOUT PASS AND NEAR
 SU0516'THE HEAD WATERS OF THE ST REGIS RIVER.
 SU0516'
 SU0516'TO REACH FROM LOOKOUT PASS TAKE ABANDONED HIGHWAY SOUTHEAST
 SU0516'ALONG THE EAST SIDE OF THE RAILROAD TRACKS FOR 1.0 MILE TO A
 SU0516'SIDE ROAD RIGHT.  TAKE SIDE ROAD RIGHT, DIRT ROAD, FOR 0.1 MILE
 SU0516'TO END OF TRUCK TRAVEL AT RAILROAD TRACKS.  FROM END OF TRUCK
 SU0516'TRAVEL PACK SOUTHEAST ALONG RAILROAD TRACKS TO THE END OF A
 SU0516'TURN IN RAILROAD AND STATION.  A DISTANCE OF ABOUT 1/4 MILE.
 SU0516'
 SU0516'THE STATION MARK, STAMPED IDA 90-101 1958, IS A STANDARD
 SU0516'TRAVERSE DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING
 SU0516'ABOUT 4 INCHES.  THE STATION IS 89 FEET SOUTHWEST OF THE
 SU0516'SOUTHWEST RAIL OF THE RAILROAD TRACKS, AND ON THE EDGE OF A
 SU0516'TIMBERED AREA.
 SU0516'
 SU0516'AN (IDPW) IS A STATE OF IDAHO, DEPT. OF PUBLIC WORKS BRONZE
 SU0516'DISK SET IN A ROUND CONCRETE POST PROJECTING ABOUT 1 INCH.
 SU0516'THE MARK IS STAMPED WITH THE LETTERS AN ON IT FOUR TIMES.  THE
 SU0516'MARK IS ABOUT 75 YARDS SOUTHWEST OF THE END OF TRUCK TRAVEL,
 SU0516'41 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD TRACKS
 SU0516'AND 16-1/2 FEET SOUTHWEST OF A TELEPHONE POLE.
 SU0516'
 SU0516'B (IDPW) IS A STATE OF IDAHO, DEPT OF PUBLIC WORKS BRONZE DISK
 SU0516'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE MARK
 SU0516'IS STAMPED WITH THE LETTER B ON IT FOUR TIMES.  THE MARK IS
 SU0516'ABOUT 1000 FEET EAST ALONG THE RAILROAD TRACKS FROM AN (IDPW)
 SU0516'AND IS 8.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD
 SU0516'TRACKS.
 SU0516
 SU0516                          STATION RECOVERY (1958)
 SU0516
 SU0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SU0516'7.7 MI E FROM MULLAN, ID.
 SU0516'6.3 MILES EASTWARD ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC
 SU0516'RAILROAD STATION IN MULLAN TO LOOKOUT PASS, THENCE 1.4 MILES SOUTH AND
 SU0516'WEST ALONG THE TRACK OF THE NORTHERN PACIFIC RAILROAD, AND ABOUT 0.1
 SU0516'MILE AFTER CROSSING OF THE CULVERT SPANNING THE ST. REGIS RIVER, 89.0
 SU0516'FEET SOUTHWEST FROM THE SOUTHWEST RAIL, AT THE EDGE OF THE TIMBER, SET
 SU0516'IN A LARGE BOULDER PROJECTING 6-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0525 ***********************************************************************
 QY0525  DESIGNATION -  IDEAL
 QY0525  PID         -  QY0525
 QY0525  STATE/COUNTY-  MT/BEAVERHEAD
 QY0525  USGS QUAD   -  DILLON WEST (1979)
 QY0525
 QY0525                         *CURRENT SURVEY CONTROL
 QY0525  ___________________________________________________________________
 QY0525* NAD 83(1992)-  45 10 46.12748(N)    112 44 55.99798(W)     ADJUSTED  
 QY0525* NAVD 88     -      1616.     (meters)    5302.     (feet)  VERTCON   
 QY0525  ___________________________________________________________________
 QY0525  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 QY0525  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 QY0525
 QY0525  HORZ ORDER  -  THIRD
 QY0525
 QY0525.The horizontal coordinates were established by classical geodetic methods
 QY0525.and adjusted by the National Geodetic Survey in July 1992..
 QY0525
 QY0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0525
 QY0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0525
 QY0525.The geoid height was determined by GEOID03.
 QY0525
 QY0525;                    North         East     Units Scale Factor Converg.
 QY0525;SPC MT       -   108,604.385   344,735.958   MT  0.99989701   -2 22 35.7
 QY0525;SPC MT       -   356,313.60  1,131,023.48   iFT  0.99989701   -2 22 35.7
 QY0525;UTM  12      - 5,004,376.403   362,591.962   MT  0.99983216   -1 14 26.6
 QY0525
 QY0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0525!SPC MT       -   0.99974847  x   0.99989701  =   0.99964551
 QY0525!UTM  12      -   0.99974847  x   0.99983216  =   0.99958067
 QY0525
 QY0525:                Primary Azimuth Mark                     Grid Az
 QY0525:SPC MT       -  MOONEY                                   186 04 27.2
 QY0525:UTM  12      -  MOONEY                                   184 56 18.1
 QY0525
 QY0525|---------------------------------------------------------------------|
 QY0525| PID    Reference Object                     Distance      Geod. Az  |
 QY0525|                                                           dddmmss.s |
 QY0525| QY0532 MOONEY                              APPROX. 9.8 KM 1834151.5 |
 QY0525|---------------------------------------------------------------------|
 QY0525
 QY0525                          SUPERSEDED SURVEY CONTROL
 QY0525
 QY0525  NAD 83(1986)-  45 10 46.11971(N)    112 44 55.98695(W) AD(       ) 3
 QY0525  NAD 27      -  45 10 46.40185(N)    112 44 52.89007(W) AD(       ) 3
 QY0525  NGVD 29 (07/19/86) 1615.     (m)         5299.     (f) VERT ANG       
 QY0525
 QY0525.Superseded values are not recommended for survey control.
 QY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0525.See file dsdata.txt to determine how the superseded data were derived.
 QY0525
 QY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6259204376(NAD 83)
 QY0525
 QY0525  HISTORY     - Date     Condition        Report By
 QY0525  HISTORY     - 1950     MONUMENTED       USGS
 QY0525  HISTORY     - 1961     GOOD             USGS
 QY0525
 QY0525                          STATION DESCRIPTION
 QY0525
 QY0525'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (WLL)
 QY0525'STATION LOCATED IN SEC. 31, T 7 S, R 9 W.
 QY0525'
 QY0525'RECOVERED ON SUPPLEMENTAL CONTROL AND REDESCRIBED
 QY0525'AS FOLLOWS
 QY0525'
 QY0525'TO REACH FROM DILLON POST OFFICE, PROCEED SW. ON U.S. HIGHWAY 91 4.3
 QY0525'MI. TO THE JUNCTION WITH STATE HIGHWAY 278.  THENCE W. ON HIGHWAY 278
 QY0525'3.4 MI. TO A CROSSROAD.  TURN SHARP TO LEFT (SE.) ON GRAVEL RD. 1.3
 QY0525'MI. TO SHARP BEND IN RD. AND STATION.  THE STATION IS 33 FT. W. OF
 QY0525'N-S. FENCE, 30 FT. N. OF E-W. FENCE AND 83 FT. NW. OF OLD RD.
 QY0525'INTERSECTION.
 QY0525'
 QY0525'STATION MARK--STANDARD TABLET SET IN IRON PIPE PROTRUDING 3 IN. ABOVE
 QY0525'GROUND SURFACE, STAMPED ---W-IDEAL 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0672 ***********************************************************************
 QX0672  DESIGNATION -  IDIOT
 QX0672  PID         -  QX0672
 QX0672  STATE/COUNTY-  MT/PARK
 QX0672  USGS QUAD   -  FAIRVIEW PEAK (1951)
 QX0672
 QX0672                         *CURRENT SURVEY CONTROL
 QX0672  ___________________________________________________________________
 QX0672* NAD 83(1992)-  45 59 58.82790(N)    110 22 19.92056(W)     ADJUSTED  
 QX0672* NAVD 88     -      2932.9    (meters)    9622.     (feet)  VERTCON   
 QX0672  ___________________________________________________________________
 QX0672  LAPLACE CORR-           9.15  (seconds)                    DEFLEC99
 QX0672  GEOID HEIGHT-         -10.28  (meters)                     GEOID03
 QX0672
 QX0672  HORZ ORDER  -  THIRD
 QX0672
 QX0672.The horizontal coordinates were established by classical geodetic methods
 QX0672.and adjusted by the National Geodetic Survey in July 1992..
 QX0672
 QX0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0672
 QX0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0672
 QX0672.The geoid height was determined by GEOID03.
 QX0672
 QX0672;                    North         East     Units Scale Factor Converg.
 QX0672;SPC MT       -   194,817.865   532,468.079   MT  0.99954738   -0 38 16.9
 QX0672;SPC MT       -   639,166.22  1,746,942.52   iFT  0.99954738   -0 38 16.9
 QX0672;UTM  12      - 5,094,202.899   548,612.247   MT  0.99962905   +0 27 05.8
 QX0672
 QX0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0672!SPC MT       -   0.99954204  x   0.99954738  =   0.99908963
 QX0672!UTM  12      -   0.99954204  x   0.99962905  =   0.99917126
 QX0672
 QX0672:                Primary Azimuth Mark                     Grid Az
 QX0672:SPC MT       -  GRIMM                                    162 40 06.2
 QX0672:UTM  12      -  GRIMM                                    161 34 43.5
 QX0672
 QX0672|---------------------------------------------------------------------|
 QX0672| PID    Reference Object                     Distance      Geod. Az  |
 QX0672|                                                           dddmmss.s |
 QX0672| QX0671 GRIMM                               APPROX. 5.3 KM 1620149.3 |
 QX0672|---------------------------------------------------------------------|
 QX0672
 QX0672                          SUPERSEDED SURVEY CONTROL
 QX0672
 QX0672  NAD 83(1986)-  45 59 58.82395(N)    110 22 19.91463(W) AD(       ) 3
 QX0672  NAD 27      -  45 59 59.05261(N)    110 22 17.18230(W) AD(       ) 3
 QX0672  NGVD 29 (07/19/86) 2931.5    (m)         9618.     (f) VERT ANG       
 QX0672
 QX0672.Superseded values are not recommended for survey control.
 QX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0672.See file dsdata.txt to determine how the superseded data were derived.
 QX0672
 QX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4861294203(NAD 83)
 QX0672_MARKER: DD = SURVEY DISK
 QX0672_SETTING: 66 = SET IN ROCK OUTCROP
 QX0672_SP_SET: SET IN ROCK OUTCROP
 QX0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0672+STABILITY: POSITION/ELEVATION WELL
 QX0672
 QX0672  HISTORY     - Date     Condition        Report By
 QX0672  HISTORY     - 1948     MONUMENTED       USGS
 QX0672
 QX0672                          STATION DESCRIPTION
 QX0672
 QX0672'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JRC)
 QX0672'LOCATED 14.0 MI. (AIRLINE) E. OF WILSALL AND 14.0 MI. (AIRLINE) NE.
 QX0672'OF CLYDE PARK, ON A ROCKY TIP AT THE HEAD OF W. FORK OF SHEEP CREEK.
 QX0672'
 QX0672'TO REACH STATION FROM CLYDE PARK POST OFFICE, GO 1 BLOCK N., TURN E.
 QX0672'ON ROCK CREEK ROAD AND GO 8.1 MI. TO T-RD., N. 2.7 MI. TO T-RD.,
 QX0672'THENCE E. ON BILLERS MILL ROAD 3.6 MI. TO A POLE GATE, CONTINUE 0.4
 QX0672'MI. TO A SAWMILL, PASS BETWEEN HOUSE AND BARN, CROSS SMALL BRIDGE AND
 QX0672'CONTINUE 0.3 MI. TO FORK, LEFT FORK 0.35 MI. TO WIRE GATE, CONTINUE
 QX0672'N. THROUGH CLEARING 0.35 MI. AND END TRUCK TRAVEL.  PACK N. ON BLAZED
 QX0672'TRAIL ALONG W. SIDE OF SHEEP CREEK TO A NATURAL BASIN AT ITS HEAD.
 QX0672'ANGLE W. ONTO RIDGE AND FOLLOW N. TO HIGHEST POINT AND STATION SITE.
 QX0672'THERE IS A HIGHER POINT ACROSS SADDLE TO NE.
 QX0672'
 QX0672'STATION MARK--STANDARD TABLET, STAMPED ---IDIOT 1948---, CEMENTED IN
 QX0672'ROCK OUTCROP.
 QX0672'
 QX0672'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 QX0672'---IDIOT RM 1---, CEMENTED IN ROCK OUTCROP, 14.40 FT. FROM STATION
 QX0672'MARK, N 27 DEG 10 MIN E.
 QX0672'
 QX0672'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 QX0672'---IDIOT RM 2---, CEMENTED IN ROCK OUTCROP, 18.10 FT. FROM STATION
 QX0672'MARK, S 40 DEG 48 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0954 ***********************************************************************
 SU0954  DESIGNATION -  IGRO
 SU0954  PID         -  SU0954
 SU0954  STATE/COUNTY-  MT/LAKE
 SU0954  USGS QUAD   -  FORT CONNAH (1964)
 SU0954
 SU0954                         *CURRENT SURVEY CONTROL
 SU0954  ___________________________________________________________________
 SU0954* NAD 83(1992)-  47 24 54.93326(N)    114 05 49.42305(W)     ADJUSTED  
 SU0954* NAVD 88     -       896.     (meters)    2940.     (feet)  SCALED    
 SU0954  ___________________________________________________________________
 SU0954  LAPLACE CORR-          10.58  (seconds)                    DEFLEC99
 SU0954  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 SU0954
 SU0954  HORZ ORDER  -  FIRST
 SU0954
 SU0954.The horizontal coordinates were established by classical geodetic methods
 SU0954.and adjusted by the National Geodetic Survey in July 1992..
 SU0954
 SU0954.The orthometric height was scaled from a topographic map.
 SU0954
 SU0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0954
 SU0954.The geoid height was determined by GEOID03.
 SU0954
 SU0954;                    North         East     Units Scale Factor Converg.
 SU0954;SPC MT       -   361,887.781   253,485.176   MT  0.99941730   -3 21 46.0
 SU0954;SPC MT       - 1,187,295.87    831,644.28   iFT  0.99941730   -3 21 46.0
 SU0954;UTM  11      - 5,255,398.041   718,973.983   MT  1.00018930   +2 08 17.6
 SU0954
 SU0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0954!SPC MT       -   0.99986195  x   0.99941730  =   0.99927933
 SU0954!UTM  11      -   0.99986195  x   1.00018930  =   1.00005122
 SU0954
 SU0954:                Primary Azimuth Mark                     Grid Az
 SU0954:SPC MT       -  IGRO RM 3 AZIMUTH                        182 57 39.7
 SU0954:UTM  11      -  IGRO RM 3 AZIMUTH                        177 27 36.1
 SU0954
 SU0954|---------------------------------------------------------------------|
 SU0954| PID    Reference Object                     Distance      Geod. Az  |
 SU0954|                                                           dddmmss.s |
 SU0954| CH6799 IGRO RM 3 AZIMUTH                                  1793553.7 |
 SU0954| CH6801 IGRO RM 2                             8.482 METERS 19655     |
 SU0954| CH6800 IGRO RM 1                             6.930 METERS 34157     |
 SU0954|---------------------------------------------------------------------|
 SU0954
 SU0954                          SUPERSEDED SURVEY CONTROL
 SU0954
 SU0954  NAD 83(1986)-  47 24 54.94406(N)    114 05 49.41115(W) AD(       ) 1
 SU0954  NAD 27      -  47 24 55.20253(N)    114 05 46.00161(W) AD(       ) 1
 SU0954
 SU0954.Superseded values are not recommended for survey control.
 SU0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0954.See file dsdata.txt to determine how the superseded data were derived.
 SU0954
 SU0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN1897455398(NAD 83)
 SU0954_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0954+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2002
 SU0954
 SU0954  HISTORY     - Date     Condition        Report By
 SU0954  HISTORY     - 1935     MONUMENTED       CGS
 SU0954  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SU0954  HISTORY     - 1950     SEE DESCRIPTION  MTSHC
 SU0954  HISTORY     - 20020124 GOOD             DUCKS
 SU0954
 SU0954                          STATION DESCRIPTION
 SU0954
 SU0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 SU0954'SIX AND FOUR-TENTHS MILES NORTH OF THE TOWN OF ST. IGNATIUS,
 SU0954'1/2 MILE NORTH OF A CEMENT BRIDGE, ON THE WEST SIDE OF THE
 SU0954'ROAD, TWO PACES EAST OF THE FENCE LINE, AND ABOUT 100 YARDS
 SU0954'NORTH OF A FARMHOUSE AND BUILDINGS.
 SU0954'
 SU0954'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 SU0954'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 11A AND 11A RESPECTIVELY.
 SU0954'
 SU0954'AZIMUTH MARK IS SOUTH OF THE STATION ON THE WEST SIDE OF THE
 SU0954'BRIDGE AND IN THE NORTH END.
 SU0954
 SU0954                          STATION RECOVERY (1939)
 SU0954
 SU0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 SU0954'SIX AND FOUR-TENTHS MILES NORTH OF THE TOWN OF ST. IGNATIUS,
 SU0954'45 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 93, 10 FEET
 SU0954'EAST OF A FENCE LINE ABOUT 175 YARDS NORTH OF A SECTION LINE
 SU0954'ROAD.  THE STATION IS MARKED BY A STANDARD DISK SET IN A
 SU0954'SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND, ABOUT
 SU0954'THE SAME LEVEL AS THE ROAD, STAMPED IGRO 1935.
 SU0954'
 SU0954'TO REACH FROM ST. IGNATIUS GO NORTH ON U.S. HIGHWAY 93 TOWARD
 SU0954'RONAN FOR 6.4 MILES TO STATION ON LEFT, (WEST).
 SU0954'
 SU0954'REFERENCE MARK NO. 1 IS A STANDARD AZIMUTH DISK SET IN A SQUARE
 SU0954'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND, ABOUT
 SU0954'THE SAME LEVEL AS THE STATION MARK, 3 FEET EAST OF A FENCE
 SU0954'LINE, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 SU0954'STAMPED IGRO NO. 1 1935.  THE 1939 MEASURED DIRECTION TO
 SU0954'REFERENCE MARK NO. 1 CHECKED THE 1935 DIRECTION.  THE DISTANCE
 SU0954'TO REFERENCE MARK NO. 1 IS 6.930 METERS, 0.010 METER LONGER
 SU0954'THAN THE 1935 MEASURED DISTANCE.
 SU0954'
 SU0954'REFERENCE MARK NO. 2 IS A STANDARD AZIMUTH DISK SET IN A SQUARE
 SU0954'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND,
 SU0954'2 FEET EAST OF FENCE LINE AND 60 FEET WEST OF CENTER OF
 SU0954'HIGHWAY, 1 FOOT LOWER THAN STATION MARK, AND STAMPED IGRO
 SU0954'NO. 2 1935.  THE 1939 MEASURED DIRECTION TO REFERENCE MARK
 SU0954'NO. 2 CHECKED THE 1935 DIRECTION.  THE DISTANCE TO REFERENCE
 SU0954'MARK NO. 2 IS 8.482 METERS, 0.032 METER LONGER THAN THE
 SU0954'MEASURED DISTANCE IN 1935.  THE 1939 MEASUREMENTS WERE
 SU0954'RECHECKED IN THE FIELD AND ARE CORRECT.
 SU0954'
 SU0954'AZIMUTH MARK IS A STANDARD DISK SET IN THE NORTH ABUTMENT OF
 SU0954'CONCRETE BRIDGE ACROSS POST CREEK, 1.4 MILES SOUTH OF STATION
 SU0954'ON U.S. HIGHWAY 93, 12 FEET WEST OF HIGHWAY CENTER AND ABOUT
 SU0954'8 INCHES ABOVE THE ROAD LEVEL, AND STAMPED IGRO NO. 3 1935.
 SU0954'
 SU0954'ELEVATION OF STATION BY BAROMETER IS 3230 FEET.  (BAROMETER
 SU0954'NO. 212).
 SU0954
 SU0954                          STATION RECOVERY (1950)
 SU0954
 SU0954'RECOVERY NOTE BY MONTANA STATE HIGHWAY COMMISSION 1950
 SU0954'LETTER OF MR. H.C. WILCOX, PROJ. ENGR., MONTANA HIGHWAY
 SU0954'COMMISSION, MISSOULA, MONTANA, DATED 6 NOVEMBER 1950--
 SU0954'
 SU0954'STATION MARK WAS NOT DISTRUBED.  THE AZIMUTH MARK WAS REMOVED
 SU0954'FROM THE CONCRETE BRIDGE DURING THE RECONSTRUCTION OF THE
 SU0954'BRIDGE.  A NEW AZIMUTH MARK WAS ESTABLISHED 1.76 FT. W OF THE
 SU0954'OLD MARK.  THE ANGLE BETWEEN THE OLD AND NEW MARKS, MEASURED AT
 SU0954'THE STATION, IS 0 DEG 00 MIN 50 SEC TO THE RIGHT.  THE MARK
 SU0954'IS STAMPED IGRO NO 3 1935 1950.
 SU0954'
 SU0954'AZIMUTH-MARK DISK, STAMPED IGRO NO 3 1935, RECEIVED AT THIS
 SU0954'OFFICE 9 NOVEMBER 1950.
 SU0954
 SU0954                          STATION RECOVERY (2002)
 SU0954
 SU0954'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GLJ)
 SU0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1002 ***********************************************************************
 SU1002  DESIGNATION -  ILLINOIS
 SU1002  PID         -  SU1002
 SU1002  STATE/COUNTY-  MT/MINERAL
 SU1002  USGS QUAD   -  ILLINOIS PEAK (1988)
 SU1002
 SU1002                         *CURRENT SURVEY CONTROL
 SU1002  ___________________________________________________________________
 SU1002* NAD 83(1992)-  47 01 35.10403(N)    115 04 17.32808(W)     ADJUSTED  
 SU1002* NAVD 88     -      2345.2    (meters)    7694.     (feet)  VERTCON   
 SU1002  ___________________________________________________________________
 SU1002  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 SU1002  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 SU1002
 SU1002  HORZ ORDER  -  THIRD
 SU1002
 SU1002.The horizontal coordinates were established by classical geodetic methods
 SU1002.and adjusted by the National Geodetic Survey in July 1992..
 SU1002
 SU1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1002
 SU1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1002
 SU1002.The geoid height was determined by GEOID03.
 SU1002
 SU1002;                    North         East     Units Scale Factor Converg.
 SU1002;SPC MT       -   323,560.483   177,078.519   MT  0.99939267   -4 04 32.0
 SU1002;SPC MT       - 1,061,550.14    580,966.27   iFT  0.99939267   -4 04 32.0
 SU1002;SPC ID W     -   595,754.122   851,576.550   MT  0.99996602   +0 29 47.3
 SU1002;UTM  11      - 5,209,904.630   646,542.638   MT  0.99986394   +1 24 40.6
 SU1002
 SU1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1002!SPC MT       -   0.99963490  x   0.99939267  =   0.99902779
 SU1002!SPC ID W     -   0.99963490  x   0.99996602  =   0.99960093
 SU1002!UTM  11      -   0.99963490  x   0.99986394  =   0.99949889
 SU1002
 SU1002                          SUPERSEDED SURVEY CONTROL
 SU1002
 SU1002  NAD 83(1986)-  47 01 35.10752(N)    115 04 17.32042(W) AD(       ) 3
 SU1002  NAD 83(1986)-  47 01 35.11948(N)    115 04 17.22826(W) AD(       ) 4
 SU1002  NAD 27      -  47 01 35.45000(N)    115 04 13.76000(W) AD(       ) 3
 SU1002  NGVD 29 (03/27/92) 2343.9    (m)         7690.     (f) VERT ANG       
 SU1002
 SU1002.Superseded values are not recommended for survey control.
 SU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1002.See file dsdata.txt to determine how the superseded data were derived.
 SU1002
 SU1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN4654309905(NAD 83)
 SU1002_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU1002_SETTING: 66 = SET IN ROCK OUTCROP
 SU1002_SP_SET: SET IN ROCK OUTCROP
 SU1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1002+STABILITY: POSITION/ELEVATION WELL
 SU1002
 SU1002  HISTORY     - Date     Condition        Report By
 SU1002  HISTORY     - 1934     MONUMENTED       CGS
 SU1002  HISTORY     - 1956     GOOD             USGS
 SU1002  HISTORY     - 1981     GOOD             BPA
 SU1002
 SU1002                          STATION DESCRIPTION
 SU1002
 SU1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 SU1002'STATION IS LOCATED NEAR THE LOOKOUT HOUSE ON ILLINOIS PEAK.
 SU1002'
 SU1002'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 SU1002'OUTCROPPING BEDROCK.
 SU1002'
 SU1002'STATION IS REACHED FROM SUPERIOR BY GOING S ACROSS THE RIVER
 SU1002'AND FOLLOWING THE MAIN ROAD ABOUT 18 MILES TO THE LA BRANS RANCH.
 SU1002'AT THIS POINT FOLLOW THE FOREST SERVICE TRAIL TO THE ILLINOIS
 SU1002'PEAK LOOKOUT.  STATION IS 76 FEET FROM CENTER OF LOOKOUT HOUSE.
 SU1002'AZIMUTH IS 30 DEG FROM THE CENTER OF LOOKOUT HOUSE.
 SU1002
 SU1002                          STATION RECOVERY (1956)
 SU1002
 SU1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SU1002'RECOVERED, FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 SU1002'STATION REACHED BY HELICOPTER.
 SU1002'NOTE - - THE STATION MARK OCCUPIED WAS THE NGS TABLET AS
 SU1002'DESCRIBED.
 SU1002'
 SU1002'NGS - - ILLINOIS PEAK - - IS NEAR NGS - - ILLINOIS PEAK
 SU1002'LOOKOUT - -.
 SU1002'
 SU1002'STATION MARK - - A STANDARD USC AND GS BRONZE TABLET,
 SU1002'STAMPED--- ILLINOIS 1934 ---, CEMENTED IN ROCK OUTCROP
 SU1002'ON TOP OF ILLINOIS PEAK.
 SU1002'
 SU1002'REFERENCE MARKS - - NONE.
 SU1002'CENTER OF ILLINOIS PEAK L.O. TOWER 126.5 FT. FROM THE
 SU1002'STATION MARK, N 61 DEG 02 MIN E.  (USGS 1956)
 SU1002'CENTER OF ILLINOIS PEAK L.O. CABIN 71.8 FT. FROM THE
 SU1002'STATION MARK, S 86 DEG 01 MIN W.  (USGS 1956)
 SU1002
 SU1002                          STATION RECOVERY (1981)
 SU1002
 SU1002'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1981 (MM)
 SU1002'ILLINOIS PEAK RECOVERED GOOD.
 SU1002'
 SU1002'R.M. NO. 1 RECOVERED GOOD.
 SU1002'
 SU1002'R.M. NO. 2 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0785 ***********************************************************************
 TH0785  DESIGNATION -  IN
 TH0785  PID         -  TH0785
 TH0785  STATE/COUNTY-  MT/SHERIDAN
 TH0785  USGS QUAD   -  
 TH0785
 TH0785                         *CURRENT SURVEY CONTROL
 TH0785  ___________________________________________________________________
 TH0785* NAD 83(1992)-  49 00 10.16089(N)    104 38 00.86253(W)     ADJUSTED  
 TH0785* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 TH0785  ___________________________________________________________________
 TH0785  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 TH0785  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TH0785
 TH0785  HORZ ORDER  -  THIRD
 TH0785
 TH0785.The horizontal coordinates were established by classical geodetic methods
 TH0785.and adjusted by the National Geodetic Survey in July 1992..
 TH0785
 TH0785.The orthometric height was scaled from a topographic map.
 TH0785
 TH0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0785
 TH0785.The geoid height was determined by GEOID03.
 TH0785
 TH0785;                    North         East     Units Scale Factor Converg.
 TH0785;SPC MT       -   539,239.142   955,836.658   MT  1.00000174   +3 33 35.3
 TH0785;SPC MT       - 1,769,157.29  3,135,947.04   iFT  1.00000174   +3 33 35.3
 TH0785;UTM  13      - 5,427,834.221   526,799.862   MT  0.99960882   +0 16 35.6
 TH0785
 TH0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0785!SPC MT       -   0.99988538  x   1.00000174  =   0.99988712
 TH0785!UTM  13      -   0.99988538  x   0.99960882  =   0.99949425
 TH0785
 TH0785:                Primary Azimuth Mark                     Grid Az
 TH0785:SPC MT       -  BOUNDARY MON 563 CD US                   141 39 50.9
 TH0785:UTM  13      -  BOUNDARY MON 563 CD US                   144 56 50.6
 TH0785
 TH0785|---------------------------------------------------------------------|
 TH0785| PID    Reference Object                     Distance      Geod. Az  |
 TH0785|                                                           dddmmss.s |
 TH0785| TH0847 BOUNDARY MON 563 CD US              APPROX. 0.5 KM 1451326.2 |
 TH0785| TH0779 GUARD                               APPROX. 2.5 KM 2612908.6 |
 TH0785|---------------------------------------------------------------------|
 TH0785
 TH0785                          SUPERSEDED SURVEY CONTROL
 TH0785
 TH0785  NAD 83(1986)-  49 00 10.16096(N)    104 38 00.86391(W) AD(       ) 3
 TH0785
 TH0785.Superseded values are not recommended for survey control.
 TH0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0785.See file dsdata.txt to determine how the superseded data were derived.
 TH0785
 TH0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ2680027834(NAD 83)
 TH0785_MARKER: DD = SURVEY DISK
 TH0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0785+STABILITY: SURFACE MOTION
 TH0785
 TH0785  HISTORY     - Date     Condition        Report By
 TH0785  HISTORY     - 1911     MONUMENTED       IBC
 TH0785
 TH0785                          STATION DESCRIPTION
 TH0785
 TH0785'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0785'ABOUT ONE - THIRD MILE NORTHWEST OF INTERNATIONAL BOUNDARY MONUMENT
 TH0785'563, IN SE 1/4 SECTION 5, TOWNSHIP 1, RANGE 20 W, SECOND MERIDIAN.
 TH0785'THE STATION IS A LOW RIDGE, SLIGHTLY HIGHER THAN THE SURROUNDING
 TH0785'HILLS.
 TH0785'
 TH0785'STATION MARK--A SMALL CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0785'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0532 ***********************************************************************
 TL0532  DESIGNATION -  INDIAN
 TL0532  PID         -  TL0532
 TL0532  STATE/COUNTY-  MT/LIBERTY
 TL0532  USGS QUAD   -  LAKEY RANCH (1962)
 TL0532
 TL0532                         *CURRENT SURVEY CONTROL
 TL0532  ___________________________________________________________________
 TL0532* NAD 83(1992)-  48 41 05.95476(N)    111 05 21.83860(W)     ADJUSTED  
 TL0532* NAVD 88     -      1088.3    (meters)    3571.     (feet)  VERTCON   
 TL0532  ___________________________________________________________________
 TL0532  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 TL0532  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 TL0532
 TL0532  HORZ ORDER  -  SECOND
 TL0532
 TL0532.The horizontal coordinates were established by classical geodetic methods
 TL0532.and adjusted by the National Geodetic Survey in July 1992..
 TL0532
 TL0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0532
 TL0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0532
 TL0532.The geoid height was determined by GEOID03.
 TL0532
 TL0532;                    North         East     Units Scale Factor Converg.
 TL0532;SPC MT       -   494,026.415   482,998.012   MT  0.99982176   -1 09 45.5
 TL0532;SPC MT       - 1,620,821.57  1,584,639.15   iFT  0.99982176   -1 09 45.5
 TL0532;UTM  12      - 5,392,442.146   493,419.950   MT  0.99960053   -0 04 01.7
 TL0532
 TL0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0532!SPC MT       -   0.99983180  x   0.99982176  =   0.99965359
 TL0532!UTM  12      -   0.99983180  x   0.99960053  =   0.99943240
 TL0532
 TL0532|---------------------------------------------------------------------|
 TL0532| PID    Reference Object                     Distance      Geod. Az  |
 TL0532|                                                           dddmmss.s |
 TL0532| CN3757 INDIAN RM 1                           7.534 METERS 04008     |
 TL0532| CN3756 INDIAN AZ MK                                       0744945.1 |
 TL0532| CN3758 INDIAN RM 2                          10.760 METERS 10606     |
 TL0532| TL0672 CHESTER MUNICIPAL TANK              APPROX.21.4 KM 1545755.3 |
 TL0532|---------------------------------------------------------------------|
 TL0532
 TL0532                          SUPERSEDED SURVEY CONTROL
 TL0532
 TL0532  NAD 83(1986)-  48 41 05.95483(N)    111 05 21.83217(W) AD(       ) 2
 TL0532  NAD 27      -  48 41 05.98570(N)    111 05 18.89707(W) AD(       ) 2
 TL0532  NGVD 29 (07/19/86) 1087.4    (m)         3568.     (f) VERT ANG       
 TL0532
 TL0532.Superseded values are not recommended for survey control.
 TL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0532.See file dsdata.txt to determine how the superseded data were derived.
 TL0532
 TL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU9342092442(NAD 83)
 TL0532_MARKER: DS = TRIANGULATION STATION DISK
 TL0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0532
 TL0532  HISTORY     - Date     Condition        Report By
 TL0532  HISTORY     - 1964     MONUMENTED       CGS
 TL0532
 TL0532                          STATION DESCRIPTION
 TL0532
 TL0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0532'THE STATION IS ABOUT 17 MILES SOUTH-SOUTHEAST OF WHITLASH, 13
 TL0532'MILES NORTH-NORTHWEST OF CHESTER, 12-1/2 MILES NORTH OF TIBER,
 TL0532'ON A SMALL ROCKY KNOLL THAT IS CULTIVATED ON ALL SIDES, EXCEPT
 TL0532'FOR THE VERY TOP.
 TL0532'
 TL0532'TO REACH FROM THE POST OFFICE IN CHESTER, GO WEST ON U.S.
 TL0532'HIGHWAY 2 FOR 2.2 MILES TO A CROSSROAD, AT SIGN WHITLASH.  TURN
 TL0532'RIGHT AND GO NORTH FOR 3.8 MILES TO A FORK, AND WHERE MAIN
 TL0532'ROAD TURNS WEST, TURN WEST FOR 0.8 MILE TO WHERE THE MAIN ROAD
 TL0532'TURNS NORTH AGAIN.  TURN NORTH AND FOLLOW MAIN ROAD FOR 8.2 MILE
 TL0532'TO A CROSSROAD AT SIGN EAGLETS 4-H THIELTGES.  TURN LEFT,
 TL0532'WEST, AND GO 0.5 MILE TO A CROSSROAD.  (TO REACH THE AZIMUTH
 TL0532'MARK TURN RIGHT, NORTH, FOR 0.35 MILE TO AZIMUTH MARK
 TL0532'ON THE RIGHT.) CONTINUE AHEAD, WEST, FOR 0.5 MILE TO END OF
 TL0532'ROAD AND FENCE CORNER.  TURN RIGHT AND GO NORTH ALONG WEST SIDE
 TL0532'OF FENCE FOR 0.2 MILE, THEN WEST TO HIGHEST POINT AND
 TL0532'STATION.
 TL0532'
 TL0532'THE STATION IS A STANDARD DISK STAMPED, INDIAN 1964, SET IN THE
 TL0532'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH WITH
 TL0532'THE GROUND.  IT IS ON THE HIGHEST POINT OF THE ROCKY KNOLL.
 TL0532'
 TL0532'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, INDIAN NO 1 1964,
 TL0532'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0532'PROJECTS 4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TL0532'
 TL0532'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, INDIAN NO 2 1964,
 TL0532'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0532'PROJECTS 10 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 TL0532'
 TL0532'AZIMUTH MARK IS A STANDARD DISK STAMPED, INDIAN 1964, SET IN THE
 TL0532'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 TL0532'10 INCHES.  IT IS 32.0 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 TL0532'TRACK ROAD, 1.5 FEET NORTH OF A WITNESS POST, AND IN THE
 TL0532'CENTER OF A OLD NORTH-SOUTH FENCE LINE, AND ABOUT THE SAME
 TL0532'ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0577 ***********************************************************************
 RU0577  DESIGNATION -  INDIAN
 RU0577  PID         -  RU0577
 RU0577  STATE/COUNTY-  MT/ROSEBUD
 RU0577  USGS QUAD   -  HOLE-IN-THE-ROCK (1980)
 RU0577
 RU0577                         *CURRENT SURVEY CONTROL
 RU0577  ___________________________________________________________________
 RU0577* NAD 83(1992)-  46 47 51.51862(N)    107 15 00.14494(W)     ADJUSTED  
 RU0577* NAVD 88     -       975.9    (meters)    3202.     (feet)  VERTCON   
 RU0577  ___________________________________________________________________
 RU0577  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 RU0577  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RU0577
 RU0577  HORZ ORDER  -  FIRST
 RU0577
 RU0577.The horizontal coordinates were established by classical geodetic methods
 RU0577.and adjusted by the National Geodetic Survey in July 1992..
 RU0577
 RU0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0577
 RU0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0577
 RU0577.The geoid height was determined by GEOID03.
 RU0577
 RU0577;                    North         East     Units Scale Factor Converg.
 RU0577;SPC MT       -   285,560.754   771,641.208   MT  0.99939964   +1 38 45.1
 RU0577;SPC MT       -   936,879.11  2,531,631.26   iFT  0.99939964   +1 38 45.1
 RU0577;UTM  13      - 5,185,135.618   328,297.338   MT  0.99996237   -1 38 26.0
 RU0577
 RU0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0577!SPC MT       -   0.99984934  x   0.99939964  =   0.99924907
 RU0577!UTM  13      -   0.99984934  x   0.99996237  =   0.99981172
 RU0577
 RU0577:                Primary Azimuth Mark                     Grid Az
 RU0577:SPC MT       -  BLACKTAIL                                089 11 32.2
 RU0577:UTM  13      -  BLACKTAIL                                092 28 43.3
 RU0577
 RU0577|---------------------------------------------------------------------|
 RU0577| PID    Reference Object                     Distance      Geod. Az  |
 RU0577|                                                           dddmmss.s |
 RU0577| RU0576 BLACKTAIL                           APPROX.21.3 KM 0905017.3 |
 RU0577| CQ6784 INDIAN RM 1                          40.853 METERS 20756     |
 RU0577| CQ6785 INDIAN RM 2                          29.280 METERS 30007     |
 RU0577| RU0586 CAIRN ON CONE PK NW OF INDIAN       APPROX.19.3 KM 3282317.3 |
 RU0577| CQ6783 INDIAN AZ MK                                       3340240.8 |
 RU0577| RU0585 CONE SHAPED BUTTE N OF INDIAN       APPROX.16.4 KM 3554013.3 |
 RU0577|---------------------------------------------------------------------|
 RU0577
 RU0577                          SUPERSEDED SURVEY CONTROL
 RU0577
 RU0577  NAD 83(1986)-  46 47 51.51471(N)    107 15 00.11711(W) AD(       ) 1
 RU0577  NAD 27      -  46 47 51.54100(N)    107 14 57.84500(W) AD(       ) 1
 RU0577  NGVD 29 (07/19/86)  975.2    (m)         3199.     (f) VERT ANG       
 RU0577
 RU0577.Superseded values are not recommended for survey control.
 RU0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0577.See file dsdata.txt to determine how the superseded data were derived.
 RU0577
 RU0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM2829785136(NAD 83)
 RU0577_MARKER: DS = TRIANGULATION STATION DISK
 RU0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0577
 RU0577  HISTORY     - Date     Condition        Report By
 RU0577  HISTORY     - 1934     MONUMENTED       CGS
 RU0577  HISTORY     - 1934     GOOD             CGS
 RU0577  HISTORY     - 1957     GOOD             USGS
 RU0577
 RU0577                          STATION DESCRIPTION
 RU0577
 RU0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0577'LOCALITY--DIVIDE BETWEEN INDIAN AND MC GINNIS CREEKS.  THE
 RU0577'STATION IS ABOUT 16 MILES NORTH-NORTHEAST OF INGOMAR ON THE
 RU0577'HIGHEST PART OF A LOW FLAT MESA.  THIS MESA SLOPES GRADUALLY
 RU0577'TO THE WEST AND DROPS OFF ABRUPTLY TO THE EAST, THE LATTER
 RU0577'SLOPE BEING COMPOSED OF A VERY DISTINCTIVE GRAY SANDSTONE.
 RU0577'THERE IS A LOW MESA COVERED WITH PINE TREES TO THE SOUTHEAST
 RU0577'OF THE STATION AND ABOUT ONE MILE FROM IT.
 RU0577'
 RU0577'REFERENCE MARK NO. 1, IS SOUTHWEST OF THE STATION.
 RU0577'
 RU0577'REFERENCE MARK NO. 2, IS NORTHWEST OF THE STATION.
 RU0577'
 RU0577'AZIMUTH MARK, IS NORTH OF THE STATION, 6 FEET WEST
 RU0577'OF THE EASTERNMOST OF TWO GATE POSTS VISIBLE FROM THE STATION.
 RU0577'IT IS 50 PACES SOUTH OF AN OLD SECTION-LINE ROAD NO LONGER
 RU0577'USED AND 60 PACES NORTH OF A PLAIN DIRT-TRACK ROAD.
 RU0577'
 RU0577'THE CAIRN ON THE CONE-SHAPED BUTTE TO THE NORTH-NORTHWEST
 RU0577'AND THE ONE ON THE SHARP CONE-SHAPED PEAK TO THE NORTH-NORTHEAST
 RU0577'MAY BE USED AS NATURAL AZIMUTHS.
 RU0577'
 RU0577'THE STATION MAY BE REACHED FROM INGOMAR BY GOING NORTH ON THE
 RU0577'EDWARDS ROAD (GRADED) 8.9 MILES TO WHERE THE ROAD FORKS TO THE
 RU0577'LEFT.  CONTINUE STRAIGHT ON THE RIGHT FORK 3.8 MILES TO
 RU0577'WHERE A GRADED DIRT ROAD GOES OFF TO THE RIGHT, FOLLOW THIS
 RU0577'ROAD EAST 1.1 MILES TO WHERE THE ROAD FORKS JUST AFTER CROSSING
 RU0577'A BRIDGE.  TAKE THE LEFT FORK AND GO NORTHEAST 2.4 MILES TO
 RU0577'A FORKS, TAKE THE LEFT FORK, MAIN ROAD, AND GO 0.7 MILE TO
 RU0577'FORKS, TAKE RIGHT FORK NORTH AND EAST 2.8 MILES TO GATE AT
 RU0577'FORKS.  TAKE RIGHT FORK THROUGH GATE AND CONTINUE EAST 0.9
 RU0577'MILE TO FORKS, TAKE RIGHT FORK 0.05 MILE, THEN RIGHT FORK
 RU0577'0.05 MILE, THEN LEFT FORK 0.05 MILE, THEN LEFT FORK 0.1
 RU0577'MILE.  LEAVE ROAD AND DRIVE EAST ABOUT 100 YARDS TO HIGHEST
 RU0577'POINT AND THE STATION.
 RU0577'
 RU0577'A 4-FOOT STAND WILL CLEAR ALL LINES.
 RU0577
 RU0577                          STATION RECOVERY (1934)
 RU0577
 RU0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0577'TO REACH FROM INGOMAR POST OFFICE, GO NORTH ON EDWARDS ROAD.
 RU0577'AT ALL INTERSECTIONS CONTINUE STRAIGHT AHEAD ON MAIN-TRAVELED
 RU0577'AND GRADED ROAD FOR 9.0 MILES, TAKE RIGHT FORK AND GO 3.8
 RU0577'MILES, TURN RIGHT ON TO ANOTHER GRADED ROAD AND GO 3.5 MILES,
 RU0577'TAKE LEFT FORK AND GO 0.6 MILE, TAKE LEFT FORK AND GO 2.4
 RU0577'MILES, TAKE RIGHT FORK AND PASS THROUGH GATE AND GO 0.9 MILE,
 RU0577'TAKE RIGHT FORK AND GO 0.05 MILE, TAKE RIGHT FORK, DIM ROAD,
 RU0577'AND GO 0.05 MILE, TAKE LEFT FORK, MAIN ROAD, AND GO 0.05
 RU0577'MILE, TAKE LEFT FORK AND GO 0.2 MILE.  STATION IS 100 YARDS
 RU0577'EAST OF ROAD ON SMALL KNOLL.
 RU0577
 RU0577                          STATION RECOVERY (1957)
 RU0577
 RU0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RU0577'STATION RECOVERED IN GOOD CONDITION.
 RU0577'
 RU0577'TO REACH STATION FROM INGOMAR GO NORTH ON THE EDWARDS ROAD
 RU0577'13.4 MILES TO FORK TO RIGHT, TAKE RIGHT FORK 1.8 MILES TO
 RU0577'FORK, TAKE RIGHT FORK 1.0 MILES TO FORK, TAKE LEFT FORK 1.0
 RU0577'MILES TO FORK, GO STRAIGHT AHEAD WHERE CROSS ROAD CROSSES MAIN
 RU0577'ROAD, CONTINUE AHEAD FOR 1.2 MILES TO SECTION LINE, TAKE
 RU0577'SECTION LINE ROAD EAST 2.2 MILES TO FORK, TAKE RIGHT FORK
 RU0577'0.1 MILE TO FORK, TAKE DIM TRACK ROAD TO RIGHT 0.2 MILES, THEN
 RU0577'GO CROSS COUNTRY TO LEFT, EAST 0.1 MILE TO HIGH POINT AND
 RU0577'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0712 ***********************************************************************
 PZ0712  DESIGNATION -  INDIAN ET
 PZ0712  PID         -  PZ0712
 PZ0712  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0712  USGS QUAD   -  ISLAND BUTTE (1965)
 PZ0712
 PZ0712                         *CURRENT SURVEY CONTROL
 PZ0712  ___________________________________________________________________
 PZ0712* NAD 83(1992)-  44 36 46.25056(N)    112 58 04.43537(W)     ADJUSTED  
 PZ0712* NAVD 88     -      2506.6    (meters)    8224.     (feet)  VERTCON   
 PZ0712  ___________________________________________________________________
 PZ0712  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 PZ0712  GEOID HEIGHT-         -10.43  (meters)                     GEOID03
 PZ0712
 PZ0712  HORZ ORDER  -  THIRD
 PZ0712
 PZ0712.The horizontal coordinates were established by classical geodetic methods
 PZ0712.and adjusted by the National Geodetic Survey in July 1992..
 PZ0712
 PZ0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0712
 PZ0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0712
 PZ0712.The geoid height was determined by GEOID03.
 PZ0712
 PZ0712;                    North         East     Units Scale Factor Converg.
 PZ0712;SPC MT       -    46,429.900   324,752.001   MT  1.00025431   -2 32 12.4
 PZ0712;SPC MT       -   152,329.07  1,065,459.32   iFT  1.00025431   -2 32 12.4
 PZ0712;UTM  12      - 4,941,827.706   343,858.081   MT  0.99989982   -1 22 56.5
 PZ0712
 PZ0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0712!SPC MT       -   0.99960877  x   1.00025431  =   0.99986298
 PZ0712!UTM  12      -   0.99960877  x   0.99989982  =   0.99950863
 PZ0712
 PZ0712:                Primary Azimuth Mark                     Grid Az
 PZ0712:SPC MT       -  MON IDA                                  263 51 41.0
 PZ0712:UTM  12      -  MON IDA                                  262 42 25.1
 PZ0712
 PZ0712|---------------------------------------------------------------------|
 PZ0712| PID    Reference Object                     Distance      Geod. Az  |
 PZ0712|                                                           dddmmss.s |
 PZ0712| PZ0723 MON IDA                             APPROX. 9.7 KM 2611928.6 |
 PZ0712|---------------------------------------------------------------------|
 PZ0712
 PZ0712                          SUPERSEDED SURVEY CONTROL
 PZ0712
 PZ0712  NAD 83(1986)-  44 36 46.25016(N)    112 58 04.42770(W) AD(       ) 3
 PZ0712  NAD 27      -  44 36 46.53671(N)    112 58 01.41207(W) AD(       ) 3
 PZ0712  NGVD 29 (07/19/86) 2505.2    (m)         8219.     (f) VERT ANG       
 PZ0712
 PZ0712.Superseded values are not recommended for survey control.
 PZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0712.See file dsdata.txt to determine how the superseded data were derived.
 PZ0712
 PZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ4385841828(NAD 83)
 PZ0712_MARKER: DD = SURVEY DISK
 PZ0712_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0712_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0712+STABILITY: POSITION/ELEVATION WELL
 PZ0712
 PZ0712  HISTORY     - Date     Condition        Report By
 PZ0712  HISTORY     - 1956     MONUMENTED       USGS
 PZ0712  HISTORY     - 1965     GOOD             USGS
 PZ0712
 PZ0712                          STATION DESCRIPTION
 PZ0712
 PZ0712'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0712'LOCATED ABOUT 24 MI. SSW. OF ARMSTEAD, MONTANA, AND 19 MI. E. OF
 PZ0712'LEADORE, IDAHO, AND 17 MI. W. OF LIMA, MONTANA, ON THE HIGHEST POINT
 PZ0712'OF ISLAND BUTTE.
 PZ0712'
 PZ0712'TO REACH FROM LEADORE P.O., DRIVE E. ON STATE HIGHWAY 29 TOWARDS
 PZ0712'ARMSTEAD, MONTANA, FOR 38.0 MI. AND THE MEDICINE LODGE CREEK ROAD TO
 PZ0712'RIGHT, TURN RIGHT (S.) FOR 24.5 MI. TO TOP OF PASS AND SIGN --CORRINE
 PZ0712'STAGE ROAD 1862--.  (STATION IS DIRECTLY AHEAD ON LONE HILL), CONTINUE
 PZ0712'ON MAIN RD. AROUND W. SIDE OF HILL 3.8 MI. TO RD. FORKS AND SIGN
 PZ0712'--MORRISON LAKE--, TAKE LEFT FORK 1.0 MI. TO SIGN --WHITWORTH-SONS
 PZ0712'UPPER RANCH, MORRISON LAKE 4--.  LEAVE RD. TO LEFT (N.) AND CLIMB 1.2
 PZ0712'MI. TO TOP OF HILL AND STATION.
 PZ0712'
 PZ0712'STATION MARK--STANDARD TABLET STAMPED---INDIAN 1956---, CEMENTED IN
 PZ0712'DRILL HOLE IN SOLID ROCK.
 PZ0712'
 PZ0712'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0712'1956---, CEMENTED IN DRILL HOLE IN SOLID ROCK, 15.57 FT. FROM STATION
 PZ0712'MARK, S 81 DEG 23 MIN W.
 PZ0712'
 PZ0712'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0712'1956---, CEMENTED IN DRILL HOLE IN SOLID ROCK, 12.84 FT. FROM STATION
 PZ0712'MARK, N 00 DEG 01 MIN E.
 PZ0712
 PZ0712                          STATION RECOVERY (1965)
 PZ0712
 PZ0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PZ0712'STATION MARK--STANDARD TABLET STAMPED---INDIAN 1956 ET 1965---,
 PZ0712'CEMENTED IN DRILL HOLE IN SOLID ROCK.
 PZ0712'
 PZ0712'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0712'1956---, CEMENTED IN DRILL HOLE IN SOLID ROCK, 15.57 FT. FROM STATION
 PZ0712'MARK 81 DEGREES 23 MINUTES NE (1956 VALUES).
 PZ0712'
 PZ0712'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0712'1956---, CEMENTED IN DRILL HOLE IN SOLID ROCK, 12.84 FT. FROM STATION
 PZ0712'MARK 00 DEGREES 01 MINUTES SW (1956 VALUES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0845 ***********************************************************************
 TN0845  DESIGNATION -  INGALLS
 TN0845  PID         -  TN0845
 TN0845  STATE/COUNTY-  MT/FLATHEAD
 TN0845  USGS QUAD   -  SYLVIA LAKE (1994)
 TN0845
 TN0845                         *CURRENT SURVEY CONTROL
 TN0845  ___________________________________________________________________
 TN0845* NAD 83(1992)-  48 21 27.45607(N)    114 45 29.65198(W)     ADJUSTED  
 TN0845* NAVD 88     -      1868.9    (meters)    6132.     (feet)  VERTCON   
 TN0845  ___________________________________________________________________
 TN0845  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 TN0845  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 TN0845
 TN0845  HORZ ORDER  -  FIRST
 TN0845
 TN0845.The horizontal coordinates were established by classical geodetic methods
 TN0845.and adjusted by the National Geodetic Survey in July 1992..
 TN0845
 TN0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0845
 TN0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0845
 TN0845.The geoid height was determined by GEOID03.
 TN0845
 TN0845;                    North         East     Units Scale Factor Converg.
 TN0845;SPC MT       -   469,516.807   210,743.205   MT  0.99966957   -3 50 47.1
 TN0845;SPC MT       - 1,540,409.47    691,414.71   iFT  0.99966957   -3 50 47.1
 TN0845;UTM  11      - 5,358,478.531   666,061.529   MT  0.99993883   +1 40 32.4
 TN0845
 TN0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0845!SPC MT       -   0.99970959  x   0.99966957  =   0.99937926
 TN0845!UTM  11      -   0.99970959  x   0.99993883  =   0.99964844
 TN0845
 TN0845:                Primary Azimuth Mark                     Grid Az
 TN0845:SPC MT       -  JOHNSON                                  031 17 43.3
 TN0845:UTM  11      -  JOHNSON                                  025 46 23.8
 TN0845
 TN0845|---------------------------------------------------------------------|
 TN0845| PID    Reference Object                     Distance      Geod. Az  |
 TN0845|                                                           dddmmss.s |
 TN0845| TN0837 JOHNSON                             APPROX.11.5 KM 0272656.2 |
 TN0845| TN0846 INGALLS MOUNTAIN LOOKOUT TOWER       16.838 METERS 04404     |
 TN0845| CH6815 INGALLS RM 1                          9.840 METERS 08238     |
 TN0845| CH6816 INGALLS RM 2                          8.853 METERS 22829     |
 TN0845|---------------------------------------------------------------------|
 TN0845
 TN0845                          SUPERSEDED SURVEY CONTROL
 TN0845
 TN0845  NAD 83(1986)-  48 21 27.46506(N)    114 45 29.65250(W) AD(       ) 1
 TN0845  NAD 27      -  48 21 27.59887(N)    114 45 26.13343(W) AD(       ) 1
 TN0845  NGVD 29 (07/19/86) 1867.6    (m)         6127.     (f) VERT ANG       
 TN0845
 TN0845.Superseded values are not recommended for survey control.
 TN0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0845.See file dsdata.txt to determine how the superseded data were derived.
 TN0845
 TN0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP6606258479(NAD 83)
 TN0845_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0845_SETTING: 66 = SET IN ROCK OUTCROP
 TN0845
 TN0845  HISTORY     - Date     Condition        Report By
 TN0845  HISTORY     - 1959     MONUMENTED       CGS
 TN0845
 TN0845                          STATION DESCRIPTION
 TN0845
 TN0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0845'STATION IS ON THE HIGHEST POINT OF INGALLS MOUNTAIN ABOUT 4
 TN0845'MILES EAST OF THE FLATHEAD-LINCLON COUNTY LINES, 3 MILES
 TN0845'EAST AND 1 MILE NORTH OF SYLVIA LAKE AND 1-1/2 MILES SOUTH OF
 TN0845'STAR MEADOWS GUARD STATION.  IN THE SOUTHWEST 1/4 OF SECTION
 TN0845'14, T 30 N, R 24 W.
 TN0845'
 TN0845'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND MAIN STREET
 TN0845'IN KALISPELL, BY GOING WEST AN HIGHWAY 2 FOR 0.7 MILE CROSSROADS
 TN0845'AT THE SOUTHWEST CORNER OF THE FAIRGROUNDS, TURN RIGHT AND
 TN0845'FOLLOW MACADAM ROAD, NORTH, WEST AND NORTH FOR 10.35 MILES TO
 TN0845'CROSSROADS AND END OF MACADAM ROAD, CONTINUE NORTH ON GRAVEL
 TN0845'ROAD FOR 3.8 MILES TO A SIDE ROAD LEFT, TURN LEFT FOR 1.25
 TN0845'MILES TO A FORK, TAKE LEFT FORK FOR 0.1 MILE TO FORKS, TAKE
 TN0845'RIGHT FORK FOR 9.25 TO A SIDE ROAD RIGHT AT THE NORTH END
 TN0845'OF TALLY LAKE AND A GROUP OF SIGNS ON THE LEFT, CONTINUE ON
 TN0845'MAIN GRAVEL ROAD FOR 5.2 MILES TO A SIDE ROAD LEFT, CONTINUE
 TN0845'ON MAIN ROAD FOR 3.6 MILES TO A SIDE ROAD LEFT AT SIGN STAR
 TN0845'MEADOWS RANCH, CONTINUE ON MAIN ROAD FOR 4.0 MILES TO STAR
 TN0845'MEADOWS GUARD STATION ON THE LEFT, CONTINUE ON MAIN ROAD
 TN0845'FOR 5.35 MILES TO A FORK AND SIGNS ROAD NO. 60, DUNSIRE
 TN0845'CREEK, PLUME CREEK AND SHEPPARD CREEK ROAD 3, TAKE LEFT FORK
 TN0845'MAIN ROAD FOR 1.5 MILES TO A FORK AND SIGN SYLVIA LAKE 2.5
 TN0845'MILES, TAKE LEFT FORK MAIN ROAD 1.85 MILES TO THE END OF
 TN0845'TRUCK TRAVEL AT SIGN ON THE LEFT TRAIL NO. 171, INGALLS
 TN0845'LOOKOUT 4, FOLLOW TRAIL NUMBER 171 FOR 4 MILES TO THE LOOKOUT
 TN0845'TOWER AND STATION.  ABOUT 2-1/2 HOUR HORSE PACK.
 TN0845'
 TN0845'STATION MARK IS A STANDARD DISK, STAMPED INGALLS 1959, CEMENTED
 TN0845'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE.
 TN0845'IT IS 50 FEET WEST-SOUTHWEST OF THE SOUTH LEG OF THE LOOKOUT
 TN0845'TOWER AND 16 FEET NORTHEAST OF A 10 INCH PINE TREE WITH A TRIANGLE
 TN0845'BLAZE ON THE NORTHEAST SIDE.
 TN0845'
 TN0845'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INGALLS NO 1 1959,
 TN0845'CEMENTED IN A DRILL HOLE IN 3 X 2 FOOT BOULDER PROJECTING
 TN0845'2 FEET.  IT IS 48 FEET NORTHEAST OF THE TREE AND 28 FEET
 TN0845'SOUTH-SOUTHWEST OF THE SOUTH LEG OF THE LOOKOUT TOWER.
 TN0845'
 TN0845'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED INGALLS NO 2 1959,
 TN0845'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING
 TN0845'SURFACE.  IT IS 79 FEET WEST-SOUTHWEST OF THE SOUTH LEG OF
 TN0845'THE LOOKOUT TOWER AND 17 FEET EAST OF THE TREE.
 TN0845'
 TN0845'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 TN0845'
 TN0845'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF THE
 TN0845'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0846 ***********************************************************************
 TN0846  DESIGNATION -  INGALLS MOUNTAIN LOOKOUT TOWER
 TN0846  PID         -  TN0846
 TN0846  STATE/COUNTY-  MT/FLATHEAD
 TN0846  USGS QUAD   -  SYLVIA LAKE (1994)
 TN0846
 TN0846                         *CURRENT SURVEY CONTROL
 TN0846  ___________________________________________________________________
 TN0846* NAD 83(1992)-  48 21 27.84772(N)    114 45 29.08305(W)     ADJUSTED  
 TN0846* NAVD 88     -                                                        
 TN0846  ___________________________________________________________________
 TN0846  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 TN0846  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 TN0846
 TN0846  HORZ ORDER  -  THIRD
 TN0846
 TN0846.The horizontal coordinates were established by classical geodetic methods
 TN0846.and adjusted by the National Geodetic Survey in July 1992..
 TN0846
 TN0846
 TN0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0846
 TN0846.The geoid height was determined by GEOID03.
 TN0846
 TN0846;                    North         East     Units Scale Factor Converg.
 TN0846;SPC MT       -   469,528.088   210,755.697   MT  0.99966962   -3 50 46.7
 TN0846;SPC MT       - 1,540,446.48    691,455.70   iFT  0.99966962   -3 50 46.7
 TN0846;UTM  11      - 5,358,490.965   666,072.882   MT  0.99993888   +1 40 32.8
 TN0846
 TN0846                          SUPERSEDED SURVEY CONTROL
 TN0846
 TN0846  NAD 83(1986)-  48 21 27.85662(N)    114 45 29.08358(W) AD(       ) 4
 TN0846  NAD 27      -  48 21 27.99045(N)    114 45 25.56461(W) AD(       ) 3
 TN0846
 TN0846.Superseded values are not recommended for survey control.
 TN0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0846.See file dsdata.txt to determine how the superseded data were derived.
 TN0846
 TN0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP6607358491(NAD 83)
 TN0846
 TN0846  HISTORY     - Date     Condition        Report By
 TN0846  HISTORY     - 1959     MONUMENTED       CGS
 TN0846
 TN0846                          STATION DESCRIPTION
 TN0846
 TN0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0846'THE STATION IS THE DETERMINED CENTER OF THE BASE OF THE LOOKOUT
 TN0846'TOWER.  IT IS A METAL CABIN UNPAINTED IN COLOR, SUPPORTED
 TN0846'BY FOUR GALVANIZED STEEL LEGS WITH AN OVERALL HEIGHT OF
 TN0846'45 FEET.  IT IS LOCATED ON THE HIGHEST PART OF INGALLS MOUNTAIN,
 TN0846'ABOUT 4 MILES EAST OF THE FLATHEAD-LINCLON COUNTY LINE, 3
 TN0846'MILES EAST AND 1 MILE NORTH OF SYLVIA LAKE AND 1-1/2 MILES
 TN0846'SOUTH OF STAR MEADOWS GUARD STATION.  IN THE SOUTHWEST 1/4
 TN0846'OF SECTION 14, T 30 N, R 24 W.
 TN0846'
 TN0846'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TN0846'INGALLS 1959, THE DISTANCE BEING 55.23 FEET OR 16.835 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0580 ***********************************************************************
 RU0580  DESIGNATION -  INGOMAR
 RU0580  PID         -  RU0580
 RU0580  STATE/COUNTY-  MT/ROSEBUD
 RU0580  USGS QUAD   -  INGOMAR EAST (1960)
 RU0580
 RU0580                         *CURRENT SURVEY CONTROL
 RU0580  ___________________________________________________________________
 RU0580* NAD 83(1992)-  46 31 04.91798(N)    107 17 17.22773(W)     ADJUSTED  
 RU0580* NAVD 88     -       966.51   (+/-2cm)    3171.0    (feet)  VERTCON   
 RU0580  ___________________________________________________________________
 RU0580  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 RU0580  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 RU0580
 RU0580  HORZ ORDER  -  FIRST
 RU0580  VERT ORDER  -  THIRD ? (See Below)
 RU0580
 RU0580.The horizontal coordinates were established by classical geodetic methods
 RU0580.and adjusted by the National Geodetic Survey in July 1992..
 RU0580
 RU0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0580.The vertical order pertains to the NGVD 29 superseded value.
 RU0580
 RU0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0580
 RU0580.The geoid height was determined by GEOID03.
 RU0580
 RU0580;                    North         East     Units Scale Factor Converg.
 RU0580;SPC MT       -   254,425.902   769,614.240   MT  0.99942964   +1 37 04.8
 RU0580;SPC MT       -   834,730.65  2,524,981.10   iFT  0.99942964   +1 37 04.8
 RU0580;UTM  13      - 5,154,150.629   324,488.788   MT  0.99997865   -1 39 38.4
 RU0580
 RU0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0580!SPC MT       -   0.99985079  x   0.99942964  =   0.99928052
 RU0580!UTM  13      -   0.99985079  x   0.99997865  =   0.99982945
 RU0580
 RU0580|---------------------------------------------------------------------|
 RU0580| PID    Reference Object                     Distance      Geod. Az  |
 RU0580|                                                           dddmmss.s |
 RU0580| AI2211 INGOMAR RM 1                                       01518     |
 RU0580| RU0612 MUGGINS                             APPROX.30.7 KM 2752116.9 |
 RU0580| AI2212 INGOMAR RM 2                                       28821     |
 RU0580| CQ6786 INGOMAR AZ MK                                      3350533.8 |
 RU0580|---------------------------------------------------------------------|
 RU0580
 RU0580                          SUPERSEDED SURVEY CONTROL
 RU0580
 RU0580  NAD 83(1986)-  46 31 04.91249(N)    107 17 17.20047(W) AD(       ) 1
 RU0580  NAD 27      -  46 31 04.95800(N)    107 17 14.93400(W) AD(       ) 1
 RU0580  NGVD 29 (07/19/86)  965.85   (m)         3168.8    (f) LEVELING    3  
 RU0580
 RU0580.Superseded values are not recommended for survey control.
 RU0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0580.See file dsdata.txt to determine how the superseded data were derived.
 RU0580
 RU0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM2448954151(NAD 83)
 RU0580_MARKER: DS = TRIANGULATION STATION DISK
 RU0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0580_STAMPING: INGOMAR 1934
 RU0580_MARK LOGO: CGS   
 RU0580_PROJECTION: PROJECTING 20 CENTIMETERS
 RU0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0580+STABILITY: SURFACE MOTION
 RU0580
 RU0580  HISTORY     - Date     Condition        Report By
 RU0580  HISTORY     - 1934     MONUMENTED       CGS
 RU0580  HISTORY     - 1934     GOOD             CGS
 RU0580  HISTORY     - 1957     GOOD             USGS
 RU0580  HISTORY     - 1971     GOOD             USGS
 RU0580  HISTORY     - 19840825 GOOD             NGS
 RU0580
 RU0580                          STATION DESCRIPTION
 RU0580
 RU0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0580'STATION IS ABOUT 6 MILES SOUTHEAST OF INGOMAR ON A LOW ROUNDED
 RU0580'SAGE-BRUSH-COVERED RIDGE IN T. 9 N., R. 35 E.  THERE ARE TWO
 RU0580'ROCKY-TOPPED HILLS ABOUT 300 YARDS EAST OF THE STATION.
 RU0580'
 RU0580'REFERENCE MARK NO. 1, IS WEST OF THE STATION.
 RU0580'
 RU0580'REFERENCE MARK NO. 2, IS NORTH OF THE STATION.
 RU0580'
 RU0580'AZIMUTH MARK, IS ABOUT 1/2 MILE NORTHWEST OF STATION
 RU0580'ON TOP OF A ROUNDED RIDGE.  MARK IS 30 YARDS NORTH OF A
 RU0580'VERY DIM ROAD.
 RU0580'
 RU0580'THE STATION IS REACHED FROM INGOMAR BY GOING EAST AND SOUTH
 RU0580'ON THE FORSYTH ROAD 5.2 MILES TO A DIM ROAD LEADING TO THE
 RU0580'RIGHT.  TURN OFF THE GRADED ROAD AND TAKE THE DIM ROAD SOUTHEAST
 RU0580'1.0 MILE.  TAKE THE LEFT FORK JUST AFTER CROSSING A WASH
 RU0580'AND GO 1.0 MILE, LEAVE THE ROAD AT THIS POINT AND DRIVE UP
 RU0580'THE HILL EAST 0.05 MILE TO THE HIGHEST POINT AND THE STATION.
 RU0580'
 RU0580'A 4-FOOT STAND WAS ERECTED.
 RU0580
 RU0580                          STATION RECOVERY (1934)
 RU0580
 RU0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RU0580'STATION WAS RECOVERED AS DESCRIBED BY O.S.R.  ALL MARKS WERE
 RU0580'FOUND IN GOOD CONDITION.
 RU0580'
 RU0580'STATION IS ABOUT 6 MILES SOUTHEAST OF INGOMAR ON A LOW ROUNDED
 RU0580'RIDGE COVERED WITH GRASS AND SAGE-BRUSH AND LOCALLY KNOWN
 RU0580'AS GRASSY RIDGE.  THERE ARE A COUPLE OF ROCKY TOPPED HILLS
 RU0580'ABOUT 300 YARDS EAST OF STATION AND ABOUT THE SAME ELEVATION
 RU0580'BUT THE ROCKS ON THESE POINTS ARE NOT SUITABLE FOR MARKS.
 RU0580'THERE IS A FARMHOUSE ABOUT 1/2 MILE SOUTHEAST OF STATION IN
 RU0580'T. 9 N., R. 35 E.
 RU0580'
 RU0580'REACHED FROM INGOMAR BY GOING EAST ON THE FORSYTH ROAD 0.8
 RU0580'MILE, THEN SOUTH 1.5 MILES, THEN EAST 1.0 MILE, THEN SOUTH
 RU0580'0.9 MILE, THEN EAST 1.05 MILES.  LEAVE THE FORSYTH ROAD HERE
 RU0580'AND TURN RIGHT OR SOUTHEAST ON AN OLD DIM ROAD 1.05 MILES,
 RU0580'THEN TAKE THE LEFT FORK JUST AFTER CROSSING A WASH AND GO
 RU0580'1.0 MILE, THEN LEAVE THE ROAD AND TURN LEFT AND GO EAST UP HILL
 RU0580'ABOUT 0.05 MILE TO STATION.
 RU0580'
 RU0580'STATION MARK IS A STANDARD TABLET SET IN CONCRETE DESCRIBED
 RU0580'REFERENCE MARKS, DESCRIBED, FOUND
 RU0580'IN GOOD CONDITION.
 RU0580'
 RU0580'A NEW STAND IN GOOD CONDITION IS OVER THE STATION.
 RU0580
 RU0580                          STATION RECOVERY (1957)
 RU0580
 RU0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RU0580'STATION RECOVERED IN GOOD CONDITION.
 RU0580'
 RU0580'TO REACH STATION FROM INGOMAR, GO EAST ON GRADED ROAD ALONG
 RU0580'NORTH SIDE OF RAILROAD 0.8 MILE TO JUNCTION, TAKE RIGHT FORK
 RU0580'5.7 MILES ALONG GRADED AND MAIN TRAVELED ROAD TO JUNCTION,
 RU0580'TAKE LEFT FORK 1.4 MILES ON MAIN TRAVELED ROAD TO FORK AT
 RU0580'RANCH ENTRANCE, TAKE EXTREME LEFT FORK 1.2 MILES ON TRACK
 RU0580'ROAD TO FORK, TAKE LEFT FORK 0.4 MILE, THEN GO RIGHT, NE,
 RU0580'CROSS COUNTRY 0.1 MILE TO HIGH POINT AND STATION.
 RU0580
 RU0580                          STATION RECOVERY (1971)
 RU0580
 RU0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DH)
 RU0580'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 RU0580'TO THE REFERENCE MARKS WERE NOT MEASURED.
 RU0580'
 RU0580'THE STATION IS LOCATED NORTH 59 DEGREES WEST, ABOUT 34 MILES
 RU0580'AIRLINE DISTANCE FROM FORSYTH, MONTANA, ON THE HIGHEST POINT
 RU0580'OF A LOW, SAGE-COVERED TOP NEAR THE CENTER OF SECTION 23,
 RU0580'TOWNSHIP 9 NORTH, RANGE 35 EAST ON LAND CONTROLLED BY TRUMAN
 RU0580'ESSEX.
 RU0580'
 RU0580'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 12, GO
 RU0580'NORTHWEST ON U.S. HIGHWAY 12 FOR ABOUT 34 MILES TO THEBES
 RU0580'SIDING.  GO LEFT, SOUTHWEST ON GRADED DIRT ROAD FOR 2.6 MILES
 RU0580'TO A T-ROAD NORTH.  GO RIGHT NORTH ON TRACK ROAD ALONG TOP
 RU0580'FOR 0.3 MILES TO A Y-ROAD.  GO RIGHT NORTH FOR 0.2 MILES AND
 RU0580'LEAVE ROAD.  GO RIGHT EAST ABOUT 300 FEET TO TOP OF HILL AND
 RU0580'STATION SITE.  STATION IS 8 FEET EAST OF USC AND GS WITNESS
 RU0580'SIGN MOUNTED ON A METAL POST.
 RU0580'
 RU0580'THE STATION AND REFERENCE MARKS ARE USC AND GS BRONZE DISKS
 RU0580'CENTERED IN THE TOP OF SQUARE CONCRETE POSTS THAT PROJECT
 RU0580'0.5 FEET ABOVE GROUND.
 RU0580'
 RU0580'STATION MARK--THE CONCRETE POST IS 0.8 FEET SQUARE.  THE
 RU0580'DISK IS STAMPED INGOMAR 1934.
 RU0580'
 RU0580'REFERENCE MARK NO. 1--THE CONCRETE POST IS 0.5 FEET SQUARE,
 RU0580'THE DISK IS STAMPED INGOMAR NO. 1 1934.
 RU0580'
 RU0580'REFERENCE MARK NO. 2--THE CONCRETE POST IS 0.8 FEET SQUARE,
 RU0580'THE DISK IS STAMPED INGOMAR NO. 2 1934.
 RU0580'
 RU0580'THE STATION WAS NOT OCCUPIED, BUT THE USC AND GS 1934 RECOVERY
 RU0580'BY EBL CORRECTING THE REFERENCE MARK NUMBERS AND DISTANCE
 RU0580'WAS VERIFIED.
 RU0580
 RU0580                          STATION RECOVERY (1984)
 RU0580
 RU0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RU0580'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 RU0580'CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED.  THE STATION
 RU0580'IS NOW LOCATED IN A CULTIVATED FIELD.  THERE IS NOWHERE TO SET NEW
 RU0580'REFERENCE MARKS.
 RU0580'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF INGOMAR IN
 RU0580'SEC 23 T 9 N R 35 E, ON A LOW CULTIVATED HILL LOCALLY KNOWN AS, GRASSY
 RU0580'RIDGE.  TO REACH THE STATION FROM THE JERSEY LILLY BAR IN INGOMAR GO
 RU0580'NORTH ON THE GRAVELED ROAD FOR 0.64 KM (0.40 MI) TO THE JUNCTION OF US
 RU0580'HIGHWAY 12.  TURN RIGHT AND GO SOUTHEAST ON US HIGHWAY 12 FOR 7.6
 RU0580'MILES (12.2 KM) TO HIGHWAY MILE POST 237 ON THE RIGHT.  CONTINUE
 RU0580'SOUTHEAST ON US HIGHWAY 12 FOR 0.32 KM (0.20 MI) TO A SIDE ROAD RIGHT.
 RU0580'TURN RIGHT AND GO WEST ON THE GRADED ROAD FOR 0.16 KM (0.10 MI) TO A
 RU0580'GATE.  PASS THROUGH THE GATE AND GO WEST ON THE GRADED ROAD FOR 2.9 KM
 RU0580'(1.80 MI) TO A CATTLE GUARD.  CONTINUE AHEAD WEST ON THE GRADED ROAD
 RU0580'FOR 0.97 KM (0.60 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 RU0580'ON THE ROAD SEPARATING THE CULTIVATED FIELDS FOR 0.64 KM (0.40 MI) TO
 RU0580'THE TOP OF A LOW RISE.  (TO REACH THE AZIMUTH MARK CONTINUE NORTH ON
 RU0580'THE FIELD ROAD FOR 1.13 KM (0.70 MI) TO THE END OF THE FIELD.  TURN
 RU0580'RIGHT, CROSS THE WALK AND GO UPHILL FOR 0.08 KM (0.05 MI) TO THE TOP
 RU0580'OF THE RISE. TURN RIGHT AND GO SOUTH FOR 0.24 KM (0.15 MI) TO THE
 RU0580'MARK.)  TURN RIGHT AND GO EAST UPHILL FOR 0.16 KM (0.10 MI) TO THE
 RU0580'HIGHEST POINT AND THE STATION IN A SMALL UNCULTIVATED AREA.
 RU0580'THE STATION MARK IS A STANDARD DISK STAMPED---INGOMAR 1934---, SET IN
 RU0580'THE TOP OF A 30 CM (12 INCHES) SQUARE CONCRETE MONUMENT THAT PROJECTS
 RU0580'20 CM.  IT IS 4.3 M (14.1 FT) NORTH OF A WITNESS POST AND 1.5 M (4.9
 RU0580'FT) SOUTH OF A WITNESS POST.  THE AZIMUTH MARK IS A STANDARD DISK
 RU0580'STAMPED---INGOMAR 1934---, SET IN THE TOP OF A 30 CM SQUARE CONCRETE
 RU0580'MONUMENT THAT PROJECTS 8 CM ABOVE THE GROUND SURFACE.  IT IS 0.6 M
 RU0580'(2.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0606 ***********************************************************************
 ST0606  DESIGNATION -  INSPIRATION POINT LOOKOUT
 ST0606  PID         -  ST0606
 ST0606  STATE/COUNTY-  MT/LAKE
 ST0606  USGS QUAD   -  THUNDERBOLT MOUNTAIN (1994)
 ST0606
 ST0606                         *CURRENT SURVEY CONTROL
 ST0606  ___________________________________________________________________
 ST0606* NAD 83(1992)-  47 46 35.28830(N)    113 39 09.81915(W)     ADJUSTED  
 ST0606* NAVD 88     -                                                        
 ST0606  ___________________________________________________________________
 ST0606  LAPLACE CORR-          14.42  (seconds)                    DEFLEC99
 ST0606  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 ST0606
 ST0606  HORZ ORDER  -  THIRD
 ST0606
 ST0606.The horizontal coordinates were established by classical geodetic methods
 ST0606.and adjusted by the National Geodetic Survey in July 1992..
 ST0606
 ST0606
 ST0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0606
 ST0606.The geoid height was determined by GEOID03.
 ST0606
 ST0606;                    North         East     Units Scale Factor Converg.
 ST0606;SPC MT       -   400,098.484   289,071.960   MT  0.99948160   -3 02 15.9
 ST0606;SPC MT       - 1,312,659.07    948,398.82   iFT  0.99948160   -3 02 15.9
 ST0606;UTM  12      - 5,294,864.086   301,271.951   MT  1.00008532   -1 57 54.2
 ST0606
 ST0606                          SUPERSEDED SURVEY CONTROL
 ST0606
 ST0606  NAD 83(1986)-  47 46 35.30033(N)    113 39 09.81305(W) AD(       ) 4
 ST0606  NAD 27      -  47 46 35.51434(N)    113 39 06.48504(W) AD(       ) 3
 ST0606
 ST0606.Superseded values are not recommended for survey control.
 ST0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0606.See file dsdata.txt to determine how the superseded data were derived.
 ST0606
 ST0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT0127294864(NAD 83)
 ST0606
 ST0606  HISTORY     - Date     Condition        Report By
 ST0606  HISTORY     - 1940     MONUMENTED       CGS
 ST0606
 ST0606                          STATION DESCRIPTION
 ST0606
 ST0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0606'INSPIRATION POINT FOREST SERVICE LOOKOUT HOUSE IS IN THE
 ST0606'FLATHEAD NATIONAL FOREST ON A SHARP TIMBERED PEAK, 12-1/2 MILES
 ST0606'SE OF SWAN LAKE, 12 MILES SW OF SPOTTED BEAR RANGER STATION
 ST0606'AND 14 MILES NE OF THE CONDON RANGER STATION.  THE CENTER
 ST0606'OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0002 ***********************************************************************
 RX0002  DESIGNATION -  INTERMOUNTAIN
 RX0002  PID         -  RX0002
 RX0002  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0002  USGS QUAD   -  HELENA (1985)
 RX0002
 RX0002                         *CURRENT SURVEY CONTROL
 RX0002  ___________________________________________________________________
 RX0002* NAD 83(1986)-  46 35 20.     (N)    112 00 47.     (W)     SCALED    
 RX0002* NAVD 88     -      1243.122  (meters)    4078.48   (feet)  ADJUSTED  
 RX0002  ___________________________________________________________________
 RX0002  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0002  DYNAMIC HT  -        1242.847 (meters)    4077.57  (feet)  COMP
 RX0002  MODELED GRAV-     980,350.1   (mgal)                       NAVD 88
 RX0002
 RX0002  VERT ORDER  -  FIRST     CLASS II
 RX0002
 RX0002.The horizontal coordinates were scaled from a topographic map and have
 RX0002.an estimated accuracy of +/- 6 seconds.
 RX0002
 RX0002.The orthometric height was determined by differential leveling
 RX0002.and adjusted by the National Geodetic Survey in June 1991..
 RX0002
 RX0002.The geoid height was determined by GEOID03.
 RX0002
 RX0002.The dynamic height is computed by dividing the NAVD 88
 RX0002.geopotential number by the normal gravity value computed on the
 RX0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0002.degrees latitude (g = 980.6199 gals.).
 RX0002
 RX0002.The modeled gravity was interpolated from observed gravity values.
 RX0002
 RX0002;                    North         East    Units  Estimated Accuracy
 RX0002;SPC MT       -   262,990.      407,550.      MT  (+/- 180 meters Scaled)
 RX0002
 RX0002                          SUPERSEDED SURVEY CONTROL
 RX0002
 RX0002  NGVD 29 (??/??/92) 1242.078  (m)         4075.05   (f) ADJ UNCH    1 2
 RX0002
 RX0002.Superseded values are not recommended for survey control.
 RX0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0002.See file dsdata.txt to determine how the superseded data were derived.
 RX0002
 RX0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS223599(NAD 83)
 RX0002_MARKER: DS = TRIANGULATION STATION DISK
 RX0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0002_STAMPING: INTERMOUNTAIN 1934
 RX0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0002+STABILITY: SURFACE MOTION
 RX0002
 RX0002  HISTORY     - Date     Condition        Report By
 RX0002  HISTORY     - 1934     MONUMENTED       CGS
 RX0002  HISTORY     - 1934     GOOD             CGS
 RX0002  HISTORY     - 1942     GOOD             CGS
 RX0002  HISTORY     - 1950     GOOD             USGS
 RX0002  HISTORY     - 1954     GOOD             CGS
 RX0002  HISTORY     - 1962     GOOD             CGS
 RX0002  HISTORY     - 1962     GOOD             NGS
 RX0002  HISTORY     - 1968     GOOD             CGS
 RX0002
 RX0002                          STATION DESCRIPTION
 RX0002
 RX0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RX0002'THE STATION IS LOCATED IN HELENA, ON CAMPUS OF INTERMOUNTAIN
 RX0002'COLLEGE, ON CONTINUATION OF TENTH STREET, ON N SIDE OF STREET.
 RX0002'STATION IS LOCATED 189 FEET S OF SE CORNER OF MILLS HALL.
 RX0002'
 RX0002'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RX0002'DISKS SET IN CONCRETE, AS DESCRIBED.
 RX0002
 RX0002                          STATION RECOVERY (1934)
 RX0002
 RX0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RX0002'AT HELENA, ON U.S. HIGHWAY 10, AT INTERMOUNTAIN COLLEGE,
 RX0002'188 FT. S OF THE SE CORNER OF A COLLEGE BUILDING, AND 22 FT.
 RX0002'N OF A PIPELINE.  A STANDARD TRIANGULATION-STATION DISK,
 RX0002'STAMPED INTERMOUNTAIN 1934 AND SET IN THE TOP OF A CONCRETE
 RX0002'POST.
 RX0002'
 RX0002'REFERENCE MARK 1 IS AT HELENA, ON U.S. HIGHWAY 10, AT INTERMOUNTAIN
 RX0002'COLLEGE, 51 FT. SE OF THE SE CORNER OF MILLS HALL, AND 138 FT.
 RX0002'N OF THE STATION.  A STANDARD REFERENCE-MARK DISK, STAMPED
 RX0002'REF NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST.  ELEVATION
 RX0002'1,240.310 M. OR 4,069.250 FT.
 RX0002'
 RX0002'REFERENCE MARK 2 IS AT HELENA, ON U.S. HIGHWAY 10, AT INTERMOUNTAIN
 RX0002'COLLEGE, ABOUT 200 FT. S OF THE SE CORNER OF MILLS HALL, 112
 RX0002'FT. S OF THE NW CORNER OF THE TENNIS GROUNDS, 76 FT. SE OF THE
 RX0002'STATION, AND 18 FT. N OF A PIPELINE.  A STANDARD REFERENCE-MARK
 RX0002'DISK, STAMPED NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RX0002'ELEVATION 1,241.971 M. OR 4,074.700 FT.
 RX0002
 RX0002                          STATION RECOVERY (1942)
 RX0002
 RX0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 RX0002'THE STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 RX0002
 RX0002                          STATION RECOVERY (1950)
 RX0002
 RX0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 RX0002'REFERENCE MARKS 1 AND 2 WERE PROBABLY DESTROYED BY ROAD
 RX0002'IMPROVEMENTS.
 RX0002
 RX0002                          STATION RECOVERY (1954)
 RX0002
 RX0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 RX0002'THE NAME OF THE SCHOOL HAS BEEN CHANGED FROM INTERMOUNTAIN
 RX0002'COLLEGE TO MONTANA DEACONESS SCHOOL.  DESCRIPTION OTHERWISE CORRECT.
 RX0002
 RX0002                          STATION RECOVERY (1962)
 RX0002
 RX0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CS)
 RX0002'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 RX0002'STATION LOCATED IN HELENA, ALONG STATE HWY 12, 0.35 MILE
 RX0002'E OF JUNCTION OF MONTANA AVENUE, 0.15 MILE E ALONG 9TH AVENUE
 RX0002'FROM THE JUNCTION OF NORTH ROBERTS STREET, 188.8 FEET S OF THE
 RX0002'SE CORNER OF THE INTERMOUNTAIN DEACONESS HOME FOR CHILDREN
 RX0002'MILLS HALL, 27-1/2 FEET N OF THE CENTER LINE OF 9TH AVENUE,
 RX0002'9.0 FEET W OF THE NW CORNER OF A CONCRETE SAND BOX, 7.5 FEET
 RX0002'E OF THE SE CORNER OF A SMALL FRAME SHELTER, ABOUT ONE FOOT
 RX0002'LOWER THAN THE AVENUE.  THE MARK IS A STANDARD C AND GS
 RX0002'TRIANGULATION DISK STAMPED INTERMOUNTAIN 1934 SET IN TOP OF
 RX0002'A CONCRETE POST FLUSH WITH THE GROUND.
 RX0002'
 RX0002'R.M. 1 IS 138.0 FEET N OF STATION, 50.8 FEET S OF THE SE
 RX0002'CORNER OF THE BUILDING, ABOUT 180 FEET S OF THE CENTER LINE
 RX0002'OF THE EAST BOUND LANES OF THE HIGHWAY, 24 FEET W OF THE CENTER
 RX0002'OF THE CONCRETE STEPS TO THE PLAYGROUNDS, 0.5 FOOT S OF THE
 RX0002'SOUTH EDGE OF A GRANITE BLOCK WALL AROUND THE PLAYGROUNDS, ABOUT
 RX0002'3 FEET HIGHER THAN THE HIGHWAY.  THE MARK IS A STANDARD
 RX0002'REFERENCE MARK DISK STAMPED INTERMOUNTAIN NO 1 1934 SET IN TOP
 RX0002'OF A CONCRETE POST, 0.1 FOOT UNDERGROUND.
 RX0002'
 RX0002'R.M. 2 IS 76.5 FEET E OF STATION, 27-1/2 FEET N OF THE CENTER
 RX0002'LINE OF 9TH AVENUE, 22-1/2 FEET SE OF A 6-INCH IRON PIPE
 RX0002'PROJECTING ABOUT 12 FEET ABOVE GROUND, ABOUT LEVEL WITH THE
 RX0002'AVENUE AND SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FEET
 RX0002'ABOVE GROUND.  MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 RX0002'INTERMOUNTAIN NO 2 1934.
 RX0002
 RX0002                          STATION RECOVERY (1962)
 RX0002
 RX0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RX0002'IN HELENA.
 RX0002'AT HELENA, ALONG STATE HIGHWAY 12, 0.35 MILE EAST OF THE JUNCTION OF
 RX0002'MONTANA AVENUE, 0.15 MILE EAST ALONG NINETH AVENUE FROM THE JUNCTION
 RX0002'OF NORTH ROBERTS STREET, 188.8 FEET SOUTH OF THE SOUTHEAST CORNER OF
 RX0002'THE INTERMOUNTAIN DEACONESS HOME FOR CHILDREN MILLS HALL, 138.0 FEET
 RX0002'SOUTH OF R.M. 1, 76.5 FEET WEST OF R.M. 2, 27 1/2 FEET NORTH OF THE
 RX0002'CENTER LINE OF NINTH AVENUE, 9.0 FEET WEST OF THE NORTHWEST CORNER OF
 RX0002'A CONCRETE SAND BOX, 7.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 RX0002'FRAME SHELTER, ABOUT 1 FOOT LOWER THAN THE AVENUE, AND SET IN THE TOP
 RX0002'OF A CONCRETE POST FLUSH WITH THE GROUND.
 RX0002
 RX0002                          STATION RECOVERY (1968)
 RX0002
 RX0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 RX0002'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RMS
 RX0002'1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 RX0002'
 RX0002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HELENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0885 ***********************************************************************
 RX0885  CBN         -  This is a Cooperative Base Network Control Station.
 RX0885  DESIGNATION -  INTERMOUNTAIN AZ MK 2
 RX0885  PID         -  RX0885
 RX0885  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0885  USGS QUAD   -  HELENA (1985)
 RX0885
 RX0885                         *CURRENT SURVEY CONTROL
 RX0885  ___________________________________________________________________
 RX0885* NAD 83(1999)-  46 34 45.75645(N)    112 02 41.61983(W)     ADJUSTED  
 RX0885* NAVD 88     -      1393.8    (meters)    4573.     (feet)  GPS OBS   
 RX0885  ___________________________________________________________________
 RX0885  X           -  -1,648,731.566 (meters)                     COMP
 RX0885  Y           -  -4,071,565.690 (meters)                     COMP
 RX0885  Z           -   4,610,752.691 (meters)                     COMP
 RX0885  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 RX0885  ELLIP HEIGHT-        1380.80  (meters)          (10/12/00) GPS OBS
 RX0885  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 RX0885
 RX0885  HORZ ORDER  -  A
 RX0885  ELLP ORDER  -  THIRD     CLASS I
 RX0885
 RX0885.The horizontal coordinates were established by GPS observations
 RX0885.and adjusted by the National Geodetic Survey in October 2000..
 RX0885.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RX0885.DATUM ITEM on the data sheet items page.
 RX0885
 RX0885.The orthometric height was determined by GPS observations and a
 RX0885.high-resolution geoid model.
 RX0885
 RX0885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RX0885
 RX0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0885
 RX0885.The ellipsoidal height was determined by GPS observations
 RX0885.and is referenced to NAD 83.
 RX0885
 RX0885.The geoid height was determined by GEOID03.
 RX0885
 RX0885;                    North         East     Units Scale Factor Converg.
 RX0885;SPC MT       -   262,012.918   405,079.017   MT  0.99942104   -1 51 41.8
 RX0885;SPC MT       -   859,622.43  1,328,999.40   iFT  0.99942104   -1 51 41.8
 RX0885;UTM  12      - 5,158,953.765   419,940.272   MT  0.99967878   -0 45 32.3
 RX0885
 RX0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0885!SPC MT       -   0.99978360  x   0.99942104  =   0.99920476
 RX0885!UTM  12      -   0.99978360  x   0.99967878  =   0.99946245
 RX0885
 RX0885                          SUPERSEDED SURVEY CONTROL
 RX0885
 RX0885  NAD 83(1992)-  46 34 45.75524(N)    112 02 41.61948(W) AD(       ) B
 RX0885  NAD 83(1992)-  46 34 45.74956(N)    112 02 41.61141(W) AD(       ) 3
 RX0885  NAD 83(1986)-  46 34 45.75217(N)    112 02 41.60184(W) AD(       ) 3
 RX0885  NAD 27      -  46 34 45.98848(N)    112 02 38.61250(W) AD(       ) 3
 RX0885
 RX0885.Superseded values are not recommended for survey control.
 RX0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0885.See file dsdata.txt to determine how the superseded data were derived.
 RX0885
 RX0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS1994058954(NAD 83)
 RX0885_MARKER: DZ = AZIMUTH MARK DISK
 RX0885_SETTING: 66 = SET IN ROCK OUTCROP
 RX0885_STAMPING: INTERMOUNTAIN 1934 1981
 RX0885_MARK LOGO: NGS   
 RX0885_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0885+STABILITY: POSITION/ELEVATION WELL
 RX0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0885+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 RX0885
 RX0885  HISTORY     - Date     Condition        Report By
 RX0885  HISTORY     - 1981     MONUMENTED       NGS
 RX0885  HISTORY     - 19990727 GOOD             NGS
 RX0885
 RX0885                          STATION DESCRIPTION
 RX0885
 RX0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RX0885'THE STATION IS ON THE NORTH SLOPE OF A HILL OVERLOOKING THE CITY OF
 RX0885'HELENA ABOUT 1 MILE (1.6 KM) SOUTHWEST OF THE CAPITAL BUILDING.  TO
 RX0885'REACH THE STATION FROM STATION INTERMOUNTAIN GO WEST ON 9TH AVE FOR
 RX0885'0.5 MILE (0.8 KM) TO MOUNTAIN AVE.  TURN LEFT AND GO SOUTH FOR 0.25
 RX0885'MILE (0.40 KM) TO DRUMAND ST.  TURN RIGHT AND GO WEST FOR 0.75 MILE
 RX0885'(1.21 KM) TO RODNEY ST.  TURN LEFT AND GO SOUTH FOR 0.35 MILE (0.56
 RX0885'KM) TO CHANCY ST.  TURN RIGHT AND GO WEST FOR 0.15 MILE (0.24 KM) TO
 RX0885'SPARTUS STREET.  TURN LEFT AND GO SOUTH FOR 0.3 MILE (0.5 KM) ON THE
 RX0885'GRAVELED STREET TO A SIDE ROAD LEFT.  CONTINUE AHEAD FOR 0.05 MILE
 RX0885'(0.08 KM) TO A FORK.  TAKE THE RIGHT FORK FOR 0.05 MILE (0.08 KM) TO A
 RX0885'FORK TAKE THE RIGHT FORK UPHILL FOR 0.25 MILE (0.40 KM) TO THE STATION
 RX0885'ON THE RIGHT.
 RX0885'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK
 RX0885'STAMPED,---INTERMOUNTAIN 1934 1981---, SET IN A DRILL HOLE IN A ROCK
 RX0885'LEDGE THAT IS EXPOSED 4 FEET.  (1.2 M) IT IS 7.92 M (25.98 FT)
 RX0885'NORTHEAST OF THE HIGHEST POINT, 6.10 M (20.01 FT) EAST OF A LONE PINE
 RX0885'TREE AND 0.46 M (1.51 FT) LOWER THAN THE TOP OF THE ROCK LEDGE.
 RX0885'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED, ---INTERMOUNTAIN
 RX0885'1934 1981---, SET INTO A ROCK LEDGE OF 1.2 METERS (4 FT) LARGEST
 RX0885'DIMENSION.  THE STATION IS LOCATED 7.92 METERS (25.98 FT) NORTHEAST
 RX0885'FROM THE HIGHEST POINT, 6.10 METERS (20.01 FT) EAST FROM A LONE PINE
 RX0885'TREE AND 0.46 METER (1.51 FT) LOWER THAN THE TOP OF THE ROCK LEDGE.
 RX0885'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON 9TH AVENUE FOR
 RX0885'0.5 MILE (0.8 KM) TO THE INTERSECTION OF MOUNTAIN AVENUE, TURN LEFT
 RX0885'AND GO SOUTH ON MOUNTAIN AVE FOR 0.25 MILE (0.40 KM) TO DRUMAND ST.
 RX0885'TURN RIGHT AND GO WEST FOR 0.75 MILE (1.21 KM) TO RODNEY ST TURN LEFT
 RX0885'AND GO SOUTH FOR 0.35 MILE (0.56 KM) TO CHANCY ST.  TURN RIGHT AND GO
 RX0885'WEST FOR 0.15 MILE (0.24 KM) TO SPARTUS STREET, TURN LEFT AND GO SOUTH
 RX0885'ON THE GRAVELED STREET FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD LEFT.
 RX0885'CONTINUE AHEAD FOR 0.05 MILE (0.08 KM) TO A FORK.  TAKE TAKE THE RIGHT
 RX0885'FORK UPHILL FOR 0.05 MILE (0.08 KM) TO A FORK.  TAKE THE RIGHT FORK
 RX0885'UPHILL FOR 0.25 MILE (0.40 KM) TO THE TOP OF THE HILL AND THE STATION
 RX0885'ON THE NORTH SLOPE OF THE HILL.
 RX0885
 RX0885                          STATION RECOVERY (1999)
 RX0885
 RX0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KAL)
 RX0885'THE STATION IS LOCATED IN HELENA, 3000 FT (914.4 M) SOUTH OF BROADWAY,
 RX0885'1150 FT (350.5 M) WEST OF RODNEY ST, 832 FT (253.6 M) EAST OF WEST
 RX0885'MAIN ST.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT, 106 N. PARKMONT,
 RX0885'BUTTE MT 59701, PHONE 406-494-5059.  TO REACH THE STATION FROM THE
 RX0885'INTERSECTION OF BROADWAY AND RODNEY ST IN HELENA, GO SOUTH ON RODNEY
 RX0885'ST FOR 1880 FT (573.0 M) TO CLANCY ST, THEN WEST ON CLANCY ST FOR 617
 RX0885'FT (188.1 M) TO SPARTA ST, THEN SOUTH ON SPARTA ST FOR 1700 FT (518.2
 RX0885'M) TO THE END OF ROAD AT LOCKED GATE.  FROM THE GATE FOLLOW THE ROAD
 RX0885'TOWARD NORTHWEST (UPHILL) TO LOCKED GATE AT RESERVOIR SITE.  CONTINUE
 RX0885'NORTH THROUGH GATE TO THE END OF ROAD.  THE STATION IS AT THE TOP OF
 RX0885'HILL AT END OF ROAD.  THE STATION IS SET IN A BROWN ROCK OUTCROP ON
 RX0885'THE NORTH EDGE OF HILL.  LOCATED 0.1 MI (0.16 KM) NORTH OF THE GATE
 RX0885'WEST OF THE RESERVOIR, 372.4 FT (113.5 M) NORTHWEST OF THE NORTHEAST
 RX0885'CORNER OF THE CHAIN LINK FENCE AROUND RESERVOIR, 131.6 FT (40.1 M)
 RX0885'NORTHEAST OF THE NORTHEAST FENCE CORNER OF FENCE AROUND MINE.  A
 RX0885'WITNESS SIGN IS NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2441 ***********************************************************************
 AI2441  DESIGNATION -  INTERMOUNTAIN RESET
 AI2441  PID         -  AI2441
 AI2441  STATE/COUNTY-  MT/LEWIS AND CLARK
 AI2441  USGS QUAD   -  HELENA (1985)
 AI2441
 AI2441                         *CURRENT SURVEY CONTROL
 AI2441  ___________________________________________________________________
 AI2441* NAD 83(1992)-  46 35 19.95287(N)    112 00 47.47216(W)     ADJUSTED  
 AI2441* NAVD 88     -      1244.     (meters)    4081.     (feet)  SCALED    
 AI2441  ___________________________________________________________________
 AI2441  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AI2441  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 AI2441
 AI2441  HORZ ORDER  -  SECOND
 AI2441
 AI2441.The horizontal coordinates were established by classical geodetic methods
 AI2441.and adjusted by the National Geodetic Survey in July 1992..
 AI2441
 AI2441.The orthometric height was scaled from a topographic map.
 AI2441
 AI2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2441
 AI2441.The geoid height was determined by GEOID03.
 AI2441
 AI2441;                    North         East     Units Scale Factor Converg.
 AI2441;SPC MT       -   262,989.282   407,540.619   MT  0.99941981   -1 50 18.3
 AI2441;SPC MT       -   862,825.73  1,337,075.52   iFT  0.99941981   -1 50 18.3
 AI2441;UTM  12      - 5,159,977.574   422,383.258   MT  0.99967405   -0 44 09.8
 AI2441
 AI2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2441!SPC MT       -   0.99980707  x   0.99941981  =   0.99922700
 AI2441!UTM  12      -   0.99980707  x   0.99967405  =   0.99948119
 AI2441
 AI2441|---------------------------------------------------------------------|
 AI2441| PID    Reference Object                     Distance      Geod. Az  |
 AI2441|                                                           dddmmss.s |
 AI2441| RX0003 INTERMOUNTAIN RM 1                   42.215 METERS 00300     |
 AI2441| AI2058 INTERMOUNTAIN RM 3                   43.074 METERS 01340     |
 AI2441| RX0004 INTERMOUNTAIN RM 2                   23.256 METERS 09236     |
 AI2441| AI2059 INTERMOUNTAIN RM 4                   23.455 METERS 09847     |
 AI2441| AI2060 INTERMOUNTAIN RM 5                   16.869 METERS 19912     |
 AI2441| RX0882 HELENA ST CAP BLDG STATUE HEAD      APPROX. 0.5 KM 2290650.5 |
 AI2441| RX0885 INTERMOUNTAIN AZ MK 2               APPROX. 2.6 KM 2463115.0 |
 AI2441| RX0881 HELENA CATHOLIC CHURCH CROSS        APPROX. 1.6 KM 2754502.5 |
 AI2441| RX0880 HELENA MASONIC BUILDING SPIRE       APPROX. 2.2 KM 2863650.2 |
 AI2441|---------------------------------------------------------------------|
 AI2441
 AI2441                          SUPERSEDED SURVEY CONTROL
 AI2441
 AI2441  NAD 83(1986)-  46 35 19.95524(N)    112 00 47.46218(W) AD(       ) 2
 AI2441
 AI2441.Superseded values are not recommended for survey control.
 AI2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2441.See file dsdata.txt to determine how the superseded data were derived.
 AI2441
 AI2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS2238359978(NAD 83)
 AI2441_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2441_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AI2441_STAMPING: INTERMOUNTAIN 1934 1981
 AI2441_MARK LOGO: NGS   
 AI2441_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2441
 AI2441  HISTORY     - Date     Condition        Report By
 AI2441  HISTORY     - 1981     MONUMENTED       NGS
 AI2441
 AI2441                          STATION DESCRIPTION
 AI2441
 AI2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AI2441'THE UNDERGROUND STATION MARK WAS RECOVERED AND PROVED TO BE IN GOOD
 AI2441'CONDITION.  THE SURFACE MARK AND THE REFERENCE MARKS WERE DESTROYED
 AI2441'WHEN THE PROPERTY WAS MADE INTO A PARKING LOT.  A NEW SURFACE MARK
 AI2441'THREE NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 AI2441'DATE.  A NEW DESCRIPTION FOLLOWS.
 AI2441'THE STATION IS LOCATED IN THE CITY OF HELENA IN A PARKING LOT FOR THE
 AI2441'MONTANA STATE DEPARTMENT OF INSTUTIONS.  TO REACH THE STATION FROM THE
 AI2441'MAIN ENTRANCE TO THE CAPITAL BUILDING AT THE INTERSECTION OF 6TH
 AI2441'AVENUE AND WASHINGTON DRIVE GO NORTH ON WASHINGTON DRIVE FOR 0.15 MILE
 AI2441'(0.24 KM) TO THE INTERSECTION OF 9TH AVENUE.  TURN RIGHT AND GO EAST
 AI2441'ON 9TH AVENUE FOR 0.25 MILE (0.40 KM) TO THE TOP OF THE RISE AND THE
 AI2441'STATION ON THE RIGHT.  THE STATION IS A STANDARD NGS DISK
 AI2441'STAMPED,---INTERMOUNTAIN 1934 1981---, SET INTO THE TOP OF AN
 AI2441'IRREGULAR MASS OF CONCRETE, 41 CM (16 INCHES) IN DIAMETER, FLUSH WITH
 AI2441'THE GROUND.  THE STATION IS LOCATED 14.35 METERS (47.08 FT)
 AI2441'WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF THE PARKING LOT, 10.20
 AI2441'METERS (33.46 FT) NORTH FROM THE CENTER OF 9TH DRIVE, 15.00 METERS
 AI2441'(49.21 FT) EAST-NORTHEAST FROM THE EAST END OF AN ENTRANCE TO THE
 AI2441'PARKING LOT.  THE UNDERGROUND MARK IS A STANDARD DISK
 AI2441'STAMPED,---INTERMOUNTAIN 1924---,SET INTO AN IRREGULAR MASS OF
 AI2441'CONCRETE 0.91 METER (3 FT) BELOW THE SURFACE. REFERENCE MARK NO 3 IS A
 AI2441'STANDARD NGS DISK STAMPED,---INTERMOUNTAIN 1934 NO 3 1981---, SET IN A
 AI2441'DRILL HOLE IN THE EAST END OF THE TOP STEP FROM THE PARKING LOT TO THE
 AI2441'EAST ENTRANCE TO THE BUILDING.  THE STATION IS LOCATED 4.5O METERS
 AI2441'WEST FROM THE NORTHEAST CORNER OF THE PARKING LOT, 1.68 METERS (5.51
 AI2441'FT) EAST FROM THE WEST END OF THE STEPS, 23.0 METERS (75.5 FT) SOUTH
 AI2441'FROM THE SOUTHEAST CORNER OF THE OFFICE BUILDING FROM THE STATE OF
 AI2441'MONTANA AND 0.91 METER (2.99 FT) LOWER THAN THE STATION.  REFERENCE
 AI2441'MARK NO 4 IS A STANDARD NGS DISK STAMPED, ---INTERMOUNTAIN 1934 NO 4
 AI2441'1981---, SET IN A DRILL HOLE IN THE NORTH CURB OF 9TH AVE.  THE
 AI2441'STATION IS LOCATED 9.50 METERS EAST FROM THE SOUTHEAST CORNER OF THE
 AI2441'PARKING LOT, 6.40 METERS (21.00 FT) NORTH FROM THE CENTER OF 9TH AVE,
 AI2441'25.15 METERS (82.51 FT) WEST FROM A FIRE HYDRANT AND 0.30 METER (0.98
 AI2441'FT) HIGHER THAN THE STATION. REFERENCE MARK NO 5 IS A STANDARD NGS
 AI2441'DISK STAMPED,---INTERMOUNTAIN 1934 NO 5 1981---, SET IN A DRILL HOLE
 AI2441'IN THE SOUTH GUTTER OF 9TH AVE.  THE STATION IS LOCATED 103.7 METERS
 AI2441'(340.2 FT) WEST FROM THE NORTHWEST CORNER OF A CHAIN LINK FENCE, 6.31
 AI2441'METERS (20.70 FT) SOUTH FROM THE CENTER OF 9TH AVE, 14.80 METERS
 AI2441'(48.56 FT) SOUTHEAST FROM THE SOUTHEAST END OF A DRIVEWAY TO THE
 AI2441'PARKING LOT AND 0.3 METER HIGHER THAN THE STATION. AZIMUTH MARK NO 2
 AI2441'IS A STANDARD NGS DISK STAMPED, ---INTERMOUNTAIN 1934 1981---, SET
 AI2441'INTO A ROCK LEDGE OF 1.2 METERS (4 FT) LARGEST DIMENSION.  THE STATION
 AI2441'IS LOCATED 7.92 METERS (25.98 FT) NORTHEAST FROM THE HIGHEST POINT,
 AI2441'6.10 METERS (20.01 FT) EAST FROM A LONE PINE TREE AND 0.46 METER (1.51
 AI2441'FT) LOWER THAN THE TOP OF THE ROCK LEDGE.  TO REACH THE AZIMUTH MARK
 AI2441'FROM THE STATION GO WEST ON 9TH AVENUE FOR 0.5 MILE (0.8 KM) TO THE
 AI2441'INTERSECTION OF MOUNTAIN AVENUE, TURN LEFT AND GO SOUTH ON MOUNTAIN
 AI2441'AVE FOR 0.25 MILE (0.40 KM) TO DRUMAND ST.  TURN RIGHT AND GO WEST FOR
 AI2441'0.75 MILE (1.21 KM) TO RODNEY ST TURN LEFT AND GO SOUTH FOR 0.35 MILE
 AI2441'(0.56 KM) TO CHANCY ST.  TURN RIGHT AND GO WEST FOR 0.15 MILE (0.24
 AI2441'KM) TO SPARTUS STREET, TURN LEFT AND GO SOUTH ON THE GRAVELED STREET
 AI2441'FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD LEFT.  CONTINUE AHEAD FOR 0.05
 AI2441'MILE (0.08 KM) TO A FORK.  TAKE TAKE THE RIGHT FORK UPHILL FOR 0.05
 AI2441'MILE (0.08 KM) TO A FORK.  TAKE THE RIGHT FORK UPHILL FOR 0.25 MILE
 AI2441'(0.40 KM) TO THE TOP OF THE HILL AND THE STATION ON THE NORTH SLOPE OF
 AI2441'THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0003 ***********************************************************************
 RX0003  DESIGNATION -  INTERMOUNTAIN RM 1
 RX0003  PID         -  RX0003
 RX0003  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0003  USGS QUAD   -  HELENA (1985)
 RX0003
 RX0003                         *CURRENT SURVEY CONTROL
 RX0003  ___________________________________________________________________
 RX0003* NAD 83(1986)-  46 35 21.     (N)    112 00 47.     (W)     SCALED    
 RX0003* NAVD 88     -      1241.312  (meters)    4072.54   (feet)  ADJUSTED  
 RX0003  ___________________________________________________________________
 RX0003  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0003  DYNAMIC HT  -        1241.038 (meters)    4071.64  (feet)  COMP
 RX0003  MODELED GRAV-     980,350.7   (mgal)                       NAVD 88
 RX0003
 RX0003  VERT ORDER  -  FIRST     CLASS II
 RX0003
 RX0003.The horizontal coordinates were scaled from a topographic map and have
 RX0003.an estimated accuracy of +/- 6 seconds.
 RX0003
 RX0003.The orthometric height was determined by differential leveling
 RX0003.and adjusted by the National Geodetic Survey in June 1991..
 RX0003
 RX0003.The geoid height was determined by GEOID03.
 RX0003
 RX0003.The dynamic height is computed by dividing the NAVD 88
 RX0003.geopotential number by the normal gravity value computed on the
 RX0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0003.degrees latitude (g = 980.6199 gals.).
 RX0003
 RX0003.The modeled gravity was interpolated from observed gravity values.
 RX0003
 RX0003;                    North         East    Units  Estimated Accuracy
 RX0003;SPC MT       -   263,020.      407,550.      MT  (+/- 180 meters Scaled)
 RX0003
 RX0003                          SUPERSEDED SURVEY CONTROL
 RX0003
 RX0003  NGVD 29 (??/??/92) 1240.268  (m)         4069.11   (f) ADJ UNCH    1 2
 RX0003
 RX0003.Superseded values are not recommended for survey control.
 RX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0003.See file dsdata.txt to determine how the superseded data were derived.
 RX0003
 RX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS223600(NAD 83)
 RX0003_MARKER: DR = REFERENCE MARK DISK
 RX0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0003_STAMPING: INTERMOUNTAIN NO 1 1934
 RX0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0003+STABILITY: SURFACE MOTION
 RX0003
 RX0003  HISTORY     - Date     Condition        Report By
 RX0003  HISTORY     - 1934     MONUMENTED       CGS
 RX0003  HISTORY     - 1962     GOOD             NGS
 RX0003
 RX0003                          STATION DESCRIPTION
 RX0003
 RX0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0003'IN HELENA.
 RX0003'AT HELENA, ALONG STATE HIGHWAY 12, 0.35 MILE EAST OF THE JUNCTION OF
 RX0003'NORTH MONTANA AVENUE, AT THE INTERMOUNTAIN DEACONESS HOME FOR CHILDREN
 RX0003'MILLS HALL, 50.8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 RX0003'ABOUT 180 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANES OF THE
 RX0003'HIGHWAY, 24 FEET WEST OF THE CENTER OF THE CONCRETE STEPS TO THE
 RX0003'PLAYGROUNDS, 0.5 FOOT SOUTH OF THE SOUTH EDGE OF A GRANITE BLOCK WALL
 RX0003'AROUND THE PLAYGROUNDS, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET
 RX0003'IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0004 ***********************************************************************
 RX0004  DESIGNATION -  INTERMOUNTAIN RM 2
 RX0004  PID         -  RX0004
 RX0004  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0004  USGS QUAD   -  HELENA (1985)
 RX0004
 RX0004                         *CURRENT SURVEY CONTROL
 RX0004  ___________________________________________________________________
 RX0004* NAD 83(1986)-  46 35 20.     (N)    112 00 44.     (W)     SCALED    
 RX0004* NAVD 88     -      1242.977  (meters)    4078.00   (feet)  ADJUSTED  
 RX0004  ___________________________________________________________________
 RX0004  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0004  DYNAMIC HT  -        1242.702 (meters)    4077.10  (feet)  COMP
 RX0004  MODELED GRAV-     980,350.6   (mgal)                       NAVD 88
 RX0004
 RX0004  VERT ORDER  -  FIRST     CLASS II
 RX0004
 RX0004.The horizontal coordinates were scaled from a topographic map and have
 RX0004.an estimated accuracy of +/- 6 seconds.
 RX0004
 RX0004.The orthometric height was determined by differential leveling
 RX0004.and adjusted by the National Geodetic Survey in June 1991..
 RX0004
 RX0004.The geoid height was determined by GEOID03.
 RX0004
 RX0004.The dynamic height is computed by dividing the NAVD 88
 RX0004.geopotential number by the normal gravity value computed on the
 RX0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0004.degrees latitude (g = 980.6199 gals.).
 RX0004
 RX0004.The modeled gravity was interpolated from observed gravity values.
 RX0004
 RX0004;                    North         East    Units  Estimated Accuracy
 RX0004;SPC MT       -   262,990.      407,620.      MT  (+/- 180 meters Scaled)
 RX0004
 RX0004                          SUPERSEDED SURVEY CONTROL
 RX0004
 RX0004  NGVD 29 (??/??/92) 1241.934  (m)         4074.58   (f) ADJ UNCH    1 2
 RX0004
 RX0004.Superseded values are not recommended for survey control.
 RX0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0004.See file dsdata.txt to determine how the superseded data were derived.
 RX0004
 RX0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS224599(NAD 83)
 RX0004_MARKER: DR = REFERENCE MARK DISK
 RX0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0004_STAMPING: INTERMOUNTAIN NO 2 1934
 RX0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0004+STABILITY: SURFACE MOTION
 RX0004
 RX0004  HISTORY     - Date     Condition        Report By
 RX0004  HISTORY     - 1934     MONUMENTED       CGS
 RX0004  HISTORY     - 1962     GOOD             NGS
 RX0004
 RX0004                          STATION DESCRIPTION
 RX0004
 RX0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0004'IN HELENA.
 RX0004'AT HELENA, ALONG STATE HIGHWAY 12, 0.35 MILE EAST OF THE JUNCTION OF
 RX0004'NORTH MONTANA AVENUE, 0.15 MILE EAST ALONG NINETH AVENUE FROM THE
 RX0004'JUNCTION OF NORTH ROBERTS STREET, 76.5 FEET EAST OF THE STATION, 27
 RX0004'1/2 FEET NORTH OF THE CENTER LINE OF NINETH AVENUE, 22 1/2 FEET
 RX0004'SOUTHEAST OF A 6-INCH IRON PIPE PROJECTING ABOUT 12 FEET ABOVE THE
 RX0004'GROUND, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE
 RX0004'POST PROJECTING 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1028 ***********************************************************************
 RX1028  DESIGNATION -  IRIS L O
 RX1028  PID         -  RX1028
 RX1028  STATE/COUNTY-  MT/MISSOULA
 RX1028  USGS QUAD   -  IRIS POINT (1989)
 RX1028
 RX1028                         *CURRENT SURVEY CONTROL
 RX1028  ___________________________________________________________________
 RX1028* NAD 83(1992)-  46 42 38.97434(N)    113 44 21.68990(W)     ADJUSTED  
 RX1028* NAVD 88     -      1959.4    (meters)    6428.     (feet)  VERTCON   
 RX1028  ___________________________________________________________________
 RX1028  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 RX1028  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 RX1028
 RX1028  HORZ ORDER  -  THIRD
 RX1028
 RX1028.The horizontal coordinates were established by classical geodetic methods
 RX1028.and adjusted by the National Geodetic Survey in July 1992..
 RX1028
 RX1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1028
 RX1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1028
 RX1028.The geoid height was determined by GEOID03.
 RX1028
 RX1028;                    North         East     Units Scale Factor Converg.
 RX1028;SPC MT       -   282,215.174   276,186.463   MT  0.99940643   -3 06 04.0
 RX1028;SPC MT       -   925,902.80    906,123.57   iFT  0.99940643   -3 06 04.0
 RX1028;UTM  12      - 5,176,674.783   290,622.409   MT  1.00013887   -1 59 40.9
 RX1028
 RX1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1028!SPC MT       -   0.99969517  x   0.99940643  =   0.99910178
 RX1028!UTM  12      -   0.99969517  x   1.00013887  =   0.99983399
 RX1028
 RX1028                          SUPERSEDED SURVEY CONTROL
 RX1028
 RX1028  NAD 83(1986)-  46 42 38.98337(N)    113 44 21.69064(W) AD(       ) 3
 RX1028  NGVD 29 (05/15/92) 1958.3    (m)         6425.     (f) VERT ANG       
 RX1028
 RX1028.Superseded values are not recommended for survey control.
 RX1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1028.See file dsdata.txt to determine how the superseded data were derived.
 RX1028
 RX1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS9062276675(NAD 83)
 RX1028_MARKER: Z = SEE DESCRIPTION
 RX1028_SETTING: 0 = UNSPECIFIED SETTING
 RX1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1028
 RX1028  HISTORY     - Date     Condition        Report By
 RX1028  HISTORY     - 1934     MONUMENTED       CGS
 RX1028  HISTORY     - 1957     GOOD             USGS
 RX1028
 RX1028                          STATION DESCRIPTION
 RX1028
 RX1028'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RX1028'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46113-4, STATION 1006.
 RX1028'
 RX1028'LOCATED 5.0 MI. WSW. OF BONITA RANGER STATION, 4-1/2 MI. S. OF
 RX1028'CLINTON, IN SEC. 16, T 11 N, R 17 W, ON THE HIGHEST POINT OF A RIDGE
 RX1028'BETWEEN GILBERT CREEK AND SCHWARTZ CREEK.
 RX1028'
 RX1028'THE STATION CAN BE REACHED BY FOREST SERVICE TRAIL FROM GILBERT CREEK
 RX1028'BUT IT IS ABOUT A 3 HOUR PACK.
 RX1028'
 RX1028'TO REACH THE STATION FROM SCHWARTZ CREEK, WHICH IS THE SHORTEST ROUTE,
 RX1028'START AT THE NORTHERN PACIFIC RAILROAD STATION IN CLINTON AND GO E.
 RX1028'ON THE RD. S. OF THE NORTHERN PACIFIC TRACKS 1.0 MI. TO A T-RD. S.,
 RX1028'THENCE S. 2.4 MI. UP SCHWARTZ CREEK TO A RD. FORK, THENCE LEFT 3.4
 RX1028'MI. TO AN OLD RD. TO THE LEFT JUST AFTER CULVERT CROSSING OF SCHWARTZ
 RX1028'CREEK, THENCE LEFT UP OLD RD. 0.9 MI. TO END OF TRUCK TRAVEL.  PACK
 RX1028'UP TO RIDGE LINE TO THE N., THENCE E. FOR 1-1/2 HRS. TO TOP OF RIDGE
 RX1028'AND STATION SITE.  A RED ROCK OUTCROPPING IS ABOUT HALF A FT. N. OF
 RX1028'STATION MARK.
 RX1028'
 RX1028'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED IN ROCK UNDER
 RX1028'CENTER OF LOOKOUT TOWER ABOUT 2 IN. BELOW GROUND LEVEL.  TABLET IS
 RX1028'STAMPED---IRIS L.O. 1957---.
 RX1028'
 RX1028'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1493 ***********************************************************************
 SS1493  DESIGNATION -  IRON
 SS1493  PID         -  SS1493
 SS1493  STATE/COUNTY-  MT/CHOUTEAU
 SS1493  USGS QUAD   -  BIG BEND SCHOOL (1978)
 SS1493
 SS1493                         *CURRENT SURVEY CONTROL
 SS1493  ___________________________________________________________________
 SS1493* NAD 83(1992)-  47 59 13.30401(N)    110 08 42.98062(W)     ADJUSTED  
 SS1493* NAVD 88     -       891.6    (meters)    2925.     (feet)  VERTCON   
 SS1493  ___________________________________________________________________
 SS1493  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 SS1493  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 SS1493
 SS1493  HORZ ORDER  -  SECOND
 SS1493
 SS1493.The horizontal coordinates were established by classical geodetic methods
 SS1493.and adjusted by the National Geodetic Survey in July 1992..
 SS1493
 SS1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1493
 SS1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1493
 SS1493.The geoid height was determined by GEOID03.
 SS1493
 SS1493;                    North         East     Units Scale Factor Converg.
 SS1493;SPC MT       -   415,452.622   551,857.065   MT  0.99953762   -0 28 19.3
 SS1493;SPC MT       - 1,363,033.54  1,810,554.68   iFT  0.99953762   -0 28 19.3
 SS1493;UTM  12      - 5,315,211.987   563,774.574   MT  0.99964998   +0 38 06.3
 SS1493
 SS1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1493!SPC MT       -   0.99986268  x   0.99953762  =   0.99940036
 SS1493!UTM  12      -   0.99986268  x   0.99964998  =   0.99951270
 SS1493
 SS1493:                Primary Azimuth Mark                     Grid Az
 SS1493:SPC MT       -  BIG SANDY MUNICIPAL TANK                 006 32 03.1
 SS1493:UTM  12      -  BIG SANDY MUNICIPAL TANK                 005 25 37.5
 SS1493
 SS1493|---------------------------------------------------------------------|
 SS1493| PID    Reference Object                     Distance      Geod. Az  |
 SS1493|                                                           dddmmss.s |
 SS1493| TL0629 BIG SANDY MUNICIPAL TANK            APPROX.21.6 KM 0060343.8 |
 SS1493| CQ6788 IRON RM 1                            10.585 METERS 18715     |
 SS1493| CQ6789 IRON RM 2                             9.700 METERS 27529     |
 SS1493| CQ6787 IRON AZ MK                                         2753508.3 |
 SS1493|---------------------------------------------------------------------|
 SS1493
 SS1493                          SUPERSEDED SURVEY CONTROL
 SS1493
 SS1493  NAD 83(1986)-  47 59 13.30037(N)    110 08 42.96193(W) AD(       ) 2
 SS1493  NAD 27      -  47 59 13.39000(N)    110 08 40.22500(W) AD(       ) 2
 SS1493  NGVD 29 (07/19/86)  890.7    (m)         2922.     (f) VERT ANG       
 SS1493
 SS1493.Superseded values are not recommended for survey control.
 SS1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1493.See file dsdata.txt to determine how the superseded data were derived.
 SS1493
 SS1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU6377515212(NAD 83)
 SS1493_MARKER: DS = TRIANGULATION STATION DISK
 SS1493_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1493_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1493
 SS1493  HISTORY     - Date     Condition        Report By
 SS1493  HISTORY     - 1889     MONUMENTED       MORC
 SS1493  HISTORY     - 1949     GOOD             CGS
 SS1493  HISTORY     - 1949     GOOD             CGS
 SS1493  HISTORY     - 1953     GOOD             USGS
 SS1493
 SS1493                          STATION DESCRIPTION
 SS1493
 SS1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1493'STATION IS ABOUT 30 MILES NORTHEAST OF FORT BENTON, AND 6
 SS1493'MILES EAST OF VIRGELLE, AND ABOUT 1 MILE WEST OF THE MISSOURI
 SS1493'RIVER, ON LAND OWNED BY W.C. FULTZ.  IT IS 8 FEET SOUTH OF
 SS1493'A WITNESS POST.
 SS1493'
 SS1493'TO REACH THE STATION FROM THE POST OFFICE IN FORT BENTON,
 SS1493'GO EAST ACROSS THE BRIDGE SPANNING THE MISSOURI RIVER, AND
 SS1493'CONTINUE EAST 7.55 MILES TO A FORK, BEAR LEFT AND CONTINUE
 SS1493'EAST 13.6 MILE TO A T-ROAD, TURN LEFT, GO NORTH AND EAST
 SS1493'5.0 MILES TO A CROSSROADS, TURN LEFT, GO NORTH 3.85 MILES
 SS1493'TO A T-ROAD, TURN LEFT, GO WEST 0.5 MILE TO A CROSSROADS,
 SS1493'TURN RIGHT, GO NORTH 1.0 MILE TO A SIDE ROAD LEFT AT A RANCH,
 SS1493'TURN LEFT, GO WEST 1.0 MILE TO A T-ROAD, TURN RIGHT, FOLLOW
 SS1493'A WINDING ROAD NORTH 6.3 MILES TO A T-ROAD, TURN RIGHT, GO
 SS1493'EAST 3.0 MILES TO A FORK, BEAR RIGHT, GO 0.55 MILE PASSING
 SS1493'TO THE RIGHT OF A RANCH HOUSE, FROM THE RANCH HOUSE FOLLOW
 SS1493'A FIELD ROAD NORTH AND EAST 0.55 MILE TO A FORK, BEAR
 SS1493'LEFT, GO 0.45 MILE, TURN RIGHT AND FOLLOW A FIELD ROAD
 SS1493'BETWEEN CULTIVATED FIELDS 0.3 MILE TO THE AZIMUTH MARK
 SS1493'ON THE RIGHT, CONTINUE EAST 0.3 MILE TO A GATE, PASS
 SS1493'THROUGH THE GATE AND CONTINUE EAST 0.15 MILE TO THE
 SS1493'STATION.
 SS1493'
 SS1493'STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION IRON
 SS1493'CAP BOLTED TO THE TOP OF A 5 INCH IRON PIPE THAT PROJECTS
 SS1493'6 INCHES.
 SS1493'
 SS1493'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF THE WITNESS POST.
 SS1493'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED IRON MO.RC
 SS1493'NO 1 1949.
 SS1493'
 SS1493'REFERENCE MARK NO. 2 IS 35 FEET WEST OF THE WITNESS POST.  THE
 SS1493'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED IRON MO.RC
 SS1493'NO 2 1949.
 SS1493'
 SS1493'THE AZIMUTH MARK IS 10 FEET SOUTH OF THE APPROXIMATE CENTER
 SS1493'OF A ROAD, 4 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH
 SS1493'OF A FENCE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 SS1493'STAMPED IRON MO.RC 1949.
 SS1493'
 SS1493'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET IN
 SS1493'THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SS1493'
 SS1493'A 4 FOOT STAND AT IRON (MO.RC) WILL SEE 4 FOOT STANDS AT
 SS1493'STATIONS LITTLE AND SHEEP.
 SS1493
 SS1493                          STATION RECOVERY (1949)
 SS1493
 SS1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 SS1493'STATION MARK--STANDARD MORC IRON CAP BOLTED TO THE TOP OF A 5 IN. IRON
 SS1493'PIPE, PROJECTING 6 IN.
 SS1493
 SS1493                          STATION RECOVERY (1953)
 SS1493
 SS1493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SS1493'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0471 ***********************************************************************
 RT0471  DESIGNATION -  IRON
 RT0471  PID         -  RT0471
 RT0471  STATE/COUNTY-  MT/DAWSON
 RT0471  USGS QUAD   -  TWIN FORKS RESERVOIR (1967)
 RT0471
 RT0471                         *CURRENT SURVEY CONTROL
 RT0471  ___________________________________________________________________
 RT0471* NAD 83(1996)-  46 57 29.35117(N)    104 35 34.39655(W)     ADJUSTED  
 RT0471* NAVD 88     -       900.     (meters)    2953.     (feet)  VERTCON   
 RT0471  ___________________________________________________________________
 RT0471  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 RT0471  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 RT0471
 RT0471  HORZ ORDER  -  FIRST
 RT0471
 RT0471.The horizontal coordinates were established by classical geodetic methods
 RT0471.and adjusted by the National Geodetic Survey in January 1998..
 RT0471
 RT0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0471
 RT0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0471
 RT0471.The geoid height was determined by GEOID03.
 RT0471
 RT0471;                    North         East     Units Scale Factor Converg.
 RT0471;SPC MT       -   312,617.243   973,035.778   MT  0.99939309   +3 35 22.5
 RT0471;SPC MT       - 1,025,647.12  3,192,374.60   iFT  0.99939309   +3 35 22.5
 RT0471;UTM  13      - 5,200,594.261   530,975.069   MT  0.99961179   +0 17 51.2
 RT0471
 RT0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0471!SPC MT       -   0.99986155  x   0.99939309  =   0.99925473
 RT0471!UTM  13      -   0.99986155  x   0.99961179  =   0.99947340
 RT0471
 RT0471|---------------------------------------------------------------------|
 RT0471| PID    Reference Object                     Distance      Geod. Az  |
 RT0471|                                                           dddmmss.s |
 RT0471| CQ7898 IRON RM 2                            26.608 METERS 04918     |
 RT0471| RT0461 BACON                               APPROX.26.7 KM 1135846.8 |
 RT0471| CQ7897 IRON RM 1                            14.063 METERS 31733     |
 RT0471|---------------------------------------------------------------------|
 RT0471
 RT0471                          SUPERSEDED SURVEY CONTROL
 RT0471
 RT0471  NAD 83(1992)-  46 57 29.35124(N)    104 35 34.39645(W) AD(       ) 1
 RT0471  NAD 83(1986)-  46 57 29.34195(N)    104 35 34.37817(W) AD(       ) 1
 RT0471  NAD 27      -  46 57 29.30200(N)    104 35 32.54100(W) AD(       ) 1
 RT0471  NGVD 29 (07/19/86)  899.     (m)         2949.     (f) VERT ANG       
 RT0471
 RT0471.Superseded values are not recommended for survey control.
 RT0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0471.See file dsdata.txt to determine how the superseded data were derived.
 RT0471
 RT0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN3097500594(NAD 83)
 RT0471_MARKER: DS = TRIANGULATION STATION DISK
 RT0471_SETTING: 66 = SET IN ROCK OUTCROP
 RT0471_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RT0471
 RT0471  HISTORY     - Date     Condition        Report By
 RT0471  HISTORY     - 1934     MONUMENTED       CGS
 RT0471  HISTORY     - 1966     GOOD             USGS
 RT0471
 RT0471                          STATION DESCRIPTION
 RT0471
 RT0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RT0471'STATION IS ON A HIGH BUTTE ABOUT 11 MILES SOUTHEAST, AIRLINE,
 RT0471'OF GLENDIVE, KNOWN AS IRON BUTTE OF BLUE MOUNTAIN.  IT IS THE
 RT0471'HIGHEST POINT SOUTH OF THE RIVER AND IS IN THE MIDDLE OF THE
 RT0471'BADLANDS.
 RT0471'
 RT0471'TO REACH STATION FROM GLENDIVE, GO SOUTH ON THE GRAVELED
 RT0471'ROAD ON THE EAST SIDE OF THE RIVER AND FOLLOW IT 5.7 MILES FROM
 RT0471'THE CITY HALL, TURN LEFT ON THE BAKER ROAD AND GO 7.8 MILES TO
 RT0471'A ROAD ON THE LEFT AND A DOME AND SHIELD.  TURN LEFT, GO 1.5
 RT0471'MILES TO A GRASSY SLOPE AND MUD HILLS ON THE LEFT.  THE STATION
 RT0471'IS ON THE LONGEST RIDGE TO THE LEFT OF THE ROAD.  LEAVE TRUCK
 RT0471'HERE AND WALK ACROSS WASH, THEN UP THE RIDGE TO THE HIGHEST
 RT0471'POINT AND STATION.  A 20-MINUTE PACK.
 RT0471'
 RT0471'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN DRILL
 RT0471'HOLES IN ROCK OUTCROPS.
 RT0471
 RT0471                          STATION RECOVERY (1966)
 RT0471
 RT0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RT0471'RECOVERED.
 RT0471'
 RT0471'STATION MARK--STANDARD USC AND GS DISK, SET IN ROCK FLUSH WITH
 RT0471'GROUND, AND STAMPED ---IRON 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0748 ***********************************************************************
 TJ0748  DESIGNATION -  IRON
 TJ0748  PID         -  TJ0748
 TJ0748  STATE/COUNTY-  MT/VALLEY
 TJ0748  USGS QUAD   -  COAL MINE CREEK WEST (1984)
 TJ0748
 TJ0748                         *CURRENT SURVEY CONTROL
 TJ0748  ___________________________________________________________________
 TJ0748* NAD 83(1992)-  48 59 04.75788(N)    106 41 29.61417(W)     ADJUSTED  
 TJ0748* NAVD 88     -       900.     (meters)    2953.     (feet)  SCALED    
 TJ0748  ___________________________________________________________________
 TJ0748  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 TJ0748  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TJ0748
 TJ0748  HORZ ORDER  -  THIRD
 TJ0748
 TJ0748.The horizontal coordinates were established by classical geodetic methods
 TJ0748.and adjusted by the National Geodetic Survey in July 1992..
 TJ0748
 TJ0748.The orthometric height was scaled from a topographic map.
 TJ0748
 TJ0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0748
 TJ0748.The geoid height was determined by GEOID03.
 TJ0748
 TJ0748;                    North         East     Units Scale Factor Converg.
 TJ0748;SPC MT       -   529,845.909   805,515.774   MT  0.99999059   +2 03 15.8
 TJ0748;SPC MT       - 1,738,339.60  2,642,768.29   iFT  0.99999059   +2 03 15.8
 TJ0748;UTM  13      - 5,427,128.600   376,239.537   MT  0.99978816   -1 16 35.4
 TJ0748
 TJ0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0748!SPC MT       -   0.99986174  x   0.99999059  =   0.99985234
 TJ0748!UTM  13      -   0.99986174  x   0.99978816  =   0.99964993
 TJ0748
 TJ0748:                Primary Azimuth Mark                     Grid Az
 TJ0748:SPC MT       -  BOUNDARY MON 501 CD US                   060 49 24.7
 TJ0748:UTM  13      -  BOUNDARY MON 501 CD US                   064 09 15.9
 TJ0748
 TJ0748|---------------------------------------------------------------------|
 TJ0748| PID    Reference Object                     Distance      Geod. Az  |
 TJ0748|                                                           dddmmss.s |
 TJ0748| TJ0762 BOUNDARY MON 501 CD US              APPROX. 3.7 KM 0625240.5 |
 TJ0748|---------------------------------------------------------------------|
 TJ0748
 TJ0748                          SUPERSEDED SURVEY CONTROL
 TJ0748
 TJ0748  NAD 83(1986)-  48 59 04.75969(N)    106 41 29.61065(W) AD(       ) 3
 TJ0748
 TJ0748.Superseded values are not recommended for survey control.
 TJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0748.See file dsdata.txt to determine how the superseded data were derived.
 TJ0748
 TJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ7624027129(NAD 83)
 TJ0748_MARKER: H = DRILL HOLE
 TJ0748_SETTING: 80 = SET IN A BOULDER
 TJ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0748+STABILITY: SURFACE MOTION
 TJ0748
 TJ0748  HISTORY     - Date     Condition        Report By
 TJ0748  HISTORY     - 1910     MONUMENTED       IBC
 TJ0748
 TJ0748                          STATION DESCRIPTION
 TJ0748
 TJ0748'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0748'ABOUT 1-1/4 MILES SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 499,
 TJ0748'ON THE SAME RIDGE AS THE MONUMENT.  THE STATION IS ON THE HIGHEST
 TJ0748'AND MORE SOUTHERN OF TWO KNOBS.  THE KNOB IS COVERED WITH RED ROCK.
 TJ0748'
 TJ0748'STATION MARK--A DRILL HOLE AND A TRIANGLE IN A RED ROCK NEARLY FLUSH
 TJ0748'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1177 ***********************************************************************
 SR1177  DESIGNATION -  IRON CITY
 SR1177  PID         -  SR1177
 SR1177  STATE/COUNTY-  MT/BLAINE
 SR1177  USGS QUAD   -  CHASE HILL (1964)
 SR1177
 SR1177                         *CURRENT SURVEY CONTROL
 SR1177  ___________________________________________________________________
 SR1177* NAD 83(1992)-  47 45 24.91088(N)    109 31 10.35514(W)     ADJUSTED  
 SR1177* NAVD 88     -       993.8    (meters)    3260.     (feet)  VERTCON   
 SR1177  ___________________________________________________________________
 SR1177  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 SR1177  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 SR1177
 SR1177  HORZ ORDER  -  THIRD
 SR1177
 SR1177.The horizontal coordinates were established by classical geodetic methods
 SR1177.and adjusted by the National Geodetic Survey in July 1992..
 SR1177
 SR1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1177
 SR1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1177
 SR1177.The geoid height was determined by GEOID03.
 SR1177
 SR1177;                    North         East     Units Scale Factor Converg.
 SR1177;SPC MT       -   389,681.792   598,535.518   MT  0.99947710   -0 00 51.5
 SR1177;SPC MT       - 1,278,483.57  1,963,699.21   iFT  0.99947710   -0 00 51.5
 SR1177;UTM  12      - 5,290,344.717   610,952.042   MT  0.99975127   +1 05 45.9
 SR1177
 SR1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1177!SPC MT       -   0.99984658  x   0.99947710  =   0.99932376
 SR1177!UTM  12      -   0.99984658  x   0.99975127  =   0.99959789
 SR1177
 SR1177                          SUPERSEDED SURVEY CONTROL
 SR1177
 SR1177  NAD 83(1986)-  47 45 24.90855(N)    109 31 10.33766(W) AD(       ) 3
 SR1177  NGVD 29 (05/18/92)  993.0    (m)         3258.     (f) VERT ANG       
 SR1177
 SR1177.Superseded values are not recommended for survey control.
 SR1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1177.See file dsdata.txt to determine how the superseded data were derived.
 SR1177
 SR1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1095290345(NAD 83)
 SR1177_MARKER: DS = TRIANGULATION STATION DISK
 SR1177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1177
 SR1177  HISTORY     - Date     Condition        Report By
 SR1177  HISTORY     - 1889     MONUMENTED       MORC
 SR1177  HISTORY     - 1952     GOOD             USGS
 SR1177
 SR1177                          STATION DESCRIPTION
 SR1177
 SR1177'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SR1177'FOLLOWING DESCRIPTION BY USGS, 1952
 SR1177'
 SR1177'STATION IS LOCATED 13 AIRLINE MI. N. AND 6 AIRLINE MI. W. OF WINIFRED,
 SR1177'MONTANA, IN SEC. 22, R 18 E, T 23 N, ABOUT 0.5 MI. N. OF THE MISSOURI
 SR1177'RIVER AND 1.5 MI. E. OF BIRCH CREEK.  IT IS LOCATED ON THE FIRST
 SR1177'HIGHEST POINT OF THE MISSOURI RIVER BLUFFS N. OF IRON CITY ISLAND.
 SR1177'
 SR1177'TO REACH THE STATION FROM WINIFRED, MONTANA, GO N. AND W. FOR 26.2 MI.
 SR1177'TO THE P. AND N. FERRY, CROSS THE MISSOURI RIVER AND CONTINUE N. AND
 SR1177'W. ON THE BIG SANDY RD. FOR 20.3 MI. TO THE EAGLETON RD. JUNCTION,
 SR1177'THENCE E. AND N. ON MAIN TRAVELED RD. FOR 10.5 MI. TO THE BIG
 SR1177'SANDY-CHINOOK RD., THENCE EASTERLY ON THE MAIN TRAVELED RD. FOR 19.4
 SR1177'MI. TO THE CHINOOK-LEWISTOWN RD., THENCE S. ON THE MAIN TRAVELED RD.
 SR1177'FOR 4.0 MI. TO THE ALICE NASH CEMETERY, THENCE E. 1.6 MI., THENCE
 SR1177'SOUTHERLY 7.8 MI. TO A RD. JUNCTION, THENCE RIGHT (W.) 1.2 MI. TO A
 SR1177'RD. JUNCTION, CONTINUE STRAIGHT AHEAD (S.) FOR 0.9 MI. TO A GATE, GO
 SR1177'THROUGH THE GATE AND CONTINUE (S.) ON MAIN RD. FOR 0.3 MI. TO A RD.
 SR1177'JUNCTION, THENCE ON RIGHT FORK (W.) FOR 1.0 MI. TO A RD. JUNCTION,
 SR1177'THENCE ON RIGHT FORK FOR 0.6 MI. TO A GATE, GO THROUGH GATE AND
 SR1177'CONTINUE W. FOR 0.6 MI. TO THE J. B. SANFORD RANCH, THENCE THROUGH
 SR1177'GATE AT THE S. SIDE OF THE BARN AND TAKE TRACK RD. W. FOR 0.3 MI. TO
 SR1177'A GATE, GO THROUGH GATE AND CONTINUE ON TRACK RD. 1.4 MI. TO A RD.
 SR1177'JUNCTION, THENCE ON LEFT FORK FOR 0.2 MI. TO A RD. JUNCTION, THENCE
 SR1177'TAKE LEFT FORK TO TOP OF RIDGE AND STATION.
 SR1177'
 SR1177'STATION MARK--STANDARD MORC IRON CAP BOLTED TO AN IRON PIPE, SET
 SR1177'FLUSH WITH GROUND.  NO ADDITIONAL STAMPING ON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0953 ***********************************************************************
 SU0953  DESIGNATION -  IRVINE LO ET
 SU0953  PID         -  SU0953
 SU0953  STATE/COUNTY-  MT/LAKE
 SU0953  USGS QUAD   -  IRVINE LOOKOUT TOWER (1964)
 SU0953
 SU0953                         *CURRENT SURVEY CONTROL
 SU0953  ___________________________________________________________________
 SU0953* NAD 83(1992)-  47 45 17.85389(N)    114 27 28.70921(W)     ADJUSTED  
 SU0953* NAVD 88     -      1675.     (meters)    5495.     (feet)  VERTCON   
 SU0953  ___________________________________________________________________
 SU0953  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 SU0953  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 SU0953
 SU0953  HORZ ORDER  -  THIRD
 SU0953
 SU0953.The horizontal coordinates were established by classical geodetic methods
 SU0953.and adjusted by the National Geodetic Survey in July 1992..
 SU0953
 SU0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU0953
 SU0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0953
 SU0953.The geoid height was determined by GEOID03.
 SU0953
 SU0953;                    North         East     Units Scale Factor Converg.
 SU0953;SPC MT       -   401,219.094   228,703.307   MT  0.99947665   -3 37 36.4
 SU0953;SPC MT       - 1,316,335.61    750,338.93   iFT  0.99947665   -3 37 36.4
 SU0953;UTM  11      - 5,292,195.131   690,513.935   MT  1.00004603   +1 52 56.5
 SU0953
 SU0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0953!SPC MT       -   0.99973995  x   0.99947665  =   0.99921673
 SU0953!UTM  11      -   0.99973995  x   1.00004603  =   0.99978597
 SU0953
 SU0953:                Primary Azimuth Mark                     Grid Az
 SU0953:SPC MT       -  HOG HEAVEN LOOKOUT TOWER                 013 24 26.8
 SU0953:UTM  11      -  HOG HEAVEN LOOKOUT TOWER                 007 53 53.9
 SU0953
 SU0953|---------------------------------------------------------------------|
 SU0953| PID    Reference Object                     Distance      Geod. Az  |
 SU0953|                                                           dddmmss.s |
 SU0953| SU0951 HOG HEAVEN LOOKOUT TOWER            APPROX.11.0 KM 0094650.4 |
 SU0953|---------------------------------------------------------------------|
 SU0953
 SU0953                          SUPERSEDED SURVEY CONTROL
 SU0953
 SU0953  NAD 83(1986)-  47 45 17.86405(N)    114 27 28.69718(W) AD(       ) 3
 SU0953  NAD 27      -  47 45 18.06843(N)    114 27 25.21500(W) AD(       ) 3
 SU0953  NGVD 29 (07/19/86) 1674.     (m)         5492.     (f) VERT ANG       
 SU0953
 SU0953.Superseded values are not recommended for survey control.
 SU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0953.See file dsdata.txt to determine how the superseded data were derived.
 SU0953
 SU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN9051492195(NAD 83)
 SU0953_MARKER: 57 = LOOKOUT TOWER
 SU0953
 SU0953  HISTORY     - Date     Condition        Report By
 SU0953  HISTORY     - 1960     FIRST OBSERVED   USGS
 SU0953
 SU0953                          STATION DESCRIPTION
 SU0953
 SU0953'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SU0953'LOCATED ABOUT 7 MI. SW. OF ELMO, MONTANA, ABOUT 3 MI. S. OF STATE
 SU0953'HIGHWAY 28, ON A HIGH E-W. RIDGE.
 SU0953'
 SU0953'STATION MARK--CENTER OF LOOKOUT TOWER.
 SU0953'
 SU0953'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0484 ***********************************************************************
 SQ0484  DESIGNATION -  ISLAND
 SQ0484  PID         -  SQ0484
 SQ0484  STATE/COUNTY-  MT/GARFIELD
 SQ0484  USGS QUAD   -  YORK ISLAND (1972)
 SQ0484
 SQ0484                         *CURRENT SURVEY CONTROL
 SQ0484  ___________________________________________________________________
 SQ0484* NAD 83(1992)-  47 55 48.61537(N)    106 27 58.16842(W)     ADJUSTED  
 SQ0484* NAVD 88     -       708.15   (+/-2cm)    2323.3    (feet)  VERTCON   
 SQ0484  ___________________________________________________________________
 SQ0484  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 SQ0484  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 SQ0484
 SQ0484  HORZ ORDER  -  SECOND
 SQ0484  VERT ORDER  -  THIRD ? (See Below)
 SQ0484
 SQ0484.The horizontal coordinates were established by classical geodetic methods
 SQ0484.and adjusted by the National Geodetic Survey in July 1992..
 SQ0484
 SQ0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0484.The vertical order pertains to the NGVD 29 superseded value.
 SQ0484
 SQ0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0484
 SQ0484.The geoid height was determined by GEOID03.
 SQ0484
 SQ0484;                    North         East     Units Scale Factor Converg.
 SQ0484;SPC MT       -   413,323.209   826,541.679   MT  0.99952114   +2 13 09.4
 SQ0484;SPC MT       - 1,356,047.27  2,711,750.92   iFT  0.99952114   +2 13 09.4
 SQ0484;UTM  13      - 5,309,579.325   390,484.910   MT  0.99974737   -1 05 18.5
 SQ0484
 SQ0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0484!SPC MT       -   0.99989164  x   0.99952114  =   0.99941283
 SQ0484!UTM  13      -   0.99989164  x   0.99974737  =   0.99963904
 SQ0484
 SQ0484|---------------------------------------------------------------------|
 SQ0484| PID    Reference Object                     Distance      Geod. Az  |
 SQ0484|                                                           dddmmss.s |
 SQ0484| CQ6791 ISLAND RM 2                           9.604 METERS 00050     |
 SQ0484| TJ0605 FT PECK SPILLWAY SHAFT AREA TK      APPROX.10.5 KM 0305917.5 |
 SQ0484| CQ6790 ISLAND RM 1                          10.464 METERS 25954     |
 SQ0484| SQ0482 FT PECK AET SHORTWAVE RAD MAST      APPROX. 7.8 KM 3410207.2 |
 SQ0484|---------------------------------------------------------------------|
 SQ0484
 SQ0484                          SUPERSEDED SURVEY CONTROL
 SQ0484
 SQ0484  NAD 83(1986)-  47 55 48.61352(N)    106 27 58.15771(W) AD(       ) 2
 SQ0484  NAD 27      -  47 55 48.55300(N)    106 27 56.01000(W) AD(       ) 2
 SQ0484  NGVD 29 (07/19/86)  707.52   (m)         2321.3    (f) LEVELING    3  
 SQ0484
 SQ0484.Superseded values are not recommended for survey control.
 SQ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0484.See file dsdata.txt to determine how the superseded data were derived.
 SQ0484
 SQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP9048509579(NAD 83)
 SQ0484_MARKER: P = PIPE CAP
 SQ0484_SETTING: 0 = UNSPECIFIED SETTING
 SQ0484
 SQ0484  HISTORY     - Date     Condition        Report By
 SQ0484  HISTORY     - 1937     MONUMENTED       CGS
 SQ0484  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SQ0484
 SQ0484                          STATION DESCRIPTION
 SQ0484
 SQ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 SQ0484'THE STATION IS IN GARFIELD COUNTY ON THE RIGHT BANK OF THE
 SQ0484'MISSOURI RIVER AND VERY NEAR THE SOUTHWEST CORNER OF SECTION
 SQ0484'8, T. 25 N., R. 41 E.  THE STATION IS 4-1/2 MILES SOUTH OF
 SQ0484'FORT PECK, 4 MILES SOUTHWEST OF THE MOUTHS OF BEAR AND BIG
 SQ0484'DRY CREEKS, 2-3/4 MILES WEST OF BIG DRY CREEK AND 2-1/2 MILES
 SQ0484'SOUTH OF THE MISSOURI RIVER ON AN ISLAND ABOUT 160 ACRES IN
 SQ0484'EXTENT.
 SQ0484'
 SQ0484'THE STATION IS INACCESSIBLE BY AUTOMOBILE.
 SQ0484'
 SQ0484'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0484
 SQ0484                          STATION RECOVERY (1948)
 SQ0484
 SQ0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SQ0484'STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF FORT PECK, ABOUT
 SQ0484'4 MILES SOUTHWEST OF THE MOUTH OF BEAR AND BIG DRY CREEKS,
 SQ0484'ABOUT 2.5 MILES WEST OF BIG DRY CREEK AND THE MISSOURI RIVER,
 SQ0484'ON AN ISLAND ABOUT 100 ACRES IN AREA.
 SQ0484'
 SQ0484'TO REACH STATION, CONTACT U.S. ARMY ENGINEERS ABOUT TRANSPORTATION
 SQ0484'TO ISLAND.  LANDING ON WEST SIDE OF ISLAND, PACK EAST UP STEEP
 SQ0484'RIDGE FOR ABOUT 200 YARDS TO TOP OF RIDGE AND STATION.
 SQ0484'
 SQ0484'STATION IS ABOUT 200 YARDS EAST OF THE WEST SIDE OF THE ISLAND
 SQ0484'AND 4 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 SQ0484'CORPS OF ENGINEERS U.S. ARMY MAP CONTROL STATION MARK DISK
 SQ0484'SET IN THE TOP OF A 3-INCH IRON PIPE.  THE MARK PROJECTS 4
 SQ0484'INCHES, AND THE DISK IS STAMPED ISLAND.
 SQ0484'
 SQ0484'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SQ0484'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 5 INCHES,
 SQ0484'AND THE DISK IS STAMPED ISLAND USED NO 1 1948.
 SQ0484'
 SQ0484'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SQ0484'IN THE TOP OF A 4-INCH IRON PIPE.  THE MARK PROJECTS 8 INCHES,
 SQ0484'AND THE DISK IS STAMPED ISLAND USED NO 2 1948.
 SQ0484'
 SQ0484'TRIANGULATION STATION R 13 R (USE) IS APPROXIMATELY 3.5 MILES
 SQ0484'FROM THE STATION AND WAS USED AS AN AZIMUTH MARK.
 SQ0484'
 SQ0484'R 11 R R 12 L (USE), R 10. 11 L (USE), FORT PECK 1934, W. BASE
 SQ0484'(USE), E. BASE (USE), R 8. 9. 10 R (USE), SOUTHSIDE 1934,
 SQ0484'WOLF TIE, AND R 13 R (USE) WILL SEE FROM A 4-FOOT STAND.
 SQ0484'
 SQ0484'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1503 ***********************************************************************
 SS1503  DESIGNATION -  ISLANDS
 SS1503  PID         -  SS1503
 SS1503  STATE/COUNTY-  MT/CHOUTEAU
 SS1503  USGS QUAD   -  LOMA EAST (1953)
 SS1503
 SS1503                         *CURRENT SURVEY CONTROL
 SS1503  ___________________________________________________________________
 SS1503* NAD 83(1992)-  47 56 42.37585(N)    110 22 40.91892(W)     ADJUSTED  
 SS1503* NAVD 88     -       844.8    (meters)    2772.     (feet)  VERTCON   
 SS1503  ___________________________________________________________________
 SS1503  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 SS1503  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 SS1503
 SS1503  HORZ ORDER  -  SECOND
 SS1503
 SS1503.The horizontal coordinates were established by classical geodetic methods
 SS1503.and adjusted by the National Geodetic Survey in July 1992..
 SS1503
 SS1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1503
 SS1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1503
 SS1503.The geoid height was determined by GEOID03.
 SS1503
 SS1503;                    North         East     Units Scale Factor Converg.
 SS1503;SPC MT       -   410,962.398   534,439.497   MT  0.99952537   -0 38 32.2
 SS1503;SPC MT       - 1,348,301.83  1,753,410.42   iFT  0.99952537   -0 38 32.2
 SS1503;UTM  12      - 5,310,386.017   546,445.046   MT  0.99962651   +0 27 42.6
 SS1503
 SS1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1503!SPC MT       -   0.99986999  x   0.99952537  =   0.99939542
 SS1503!UTM  12      -   0.99986999  x   0.99962651  =   0.99949655
 SS1503
 SS1503:                Primary Azimuth Mark                     Grid Az
 SS1503:SPC MT       -  ISLANDS AZ MK                            158 48 41.5
 SS1503:UTM  12      -  ISLANDS AZ MK                            157 42 26.7
 SS1503
 SS1503|---------------------------------------------------------------------|
 SS1503| PID    Reference Object                     Distance      Geod. Az  |
 SS1503|                                                           dddmmss.s |
 SS1503| CQ6792 ISLANDS AZ MK                                      1581009.3 |
 SS1503| CQ6793 ISLANDS RM 1                          9.601 METERS 23746     |
 SS1503| CQ6794 ISLANDS RM 2                          7.736 METERS 35311     |
 SS1503|---------------------------------------------------------------------|
 SS1503
 SS1503                          SUPERSEDED SURVEY CONTROL
 SS1503
 SS1503  NAD 83(1986)-  47 56 42.37189(N)    110 22 40.89916(W) AD(       ) 2
 SS1503  NAD 27      -  47 56 42.47100(N)    110 22 38.14600(W) AD(       ) 2
 SS1503  NGVD 29 (07/19/86)  844.0    (m)         2769.     (f) VERT ANG       
 SS1503
 SS1503.Superseded values are not recommended for survey control.
 SS1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1503.See file dsdata.txt to determine how the superseded data were derived.
 SS1503
 SS1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU4644510386(NAD 83)
 SS1503_MARKER: DS = TRIANGULATION STATION DISK
 SS1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1503
 SS1503  HISTORY     - Date     Condition        Report By
 SS1503  HISTORY     - 1949     MONUMENTED       CGS
 SS1503
 SS1503                          STATION DESCRIPTION
 SS1503
 SS1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1503'STATION IS ABOUT 6 MILES EAST OF LOMA, 7-1/2 MILES SOUTHWEST
 SS1503'OF VIRGELLE, ON THE SOUTH BLUFFS OVERLOOKING THE MISSOURI
 SS1503'RIVER AT A GROUP OF ISLANDS.  IT IS 60 FEET EAST OF THE EDGE
 SS1503'OF THE BLUFF AND 8 FEET SOUTH OF A WITNESS POST.  THE MARK
 SS1503'PROJECTS 6 INCHES AND THE DISK IS STAMPED ISLANDS 1949.
 SS1503'
 SS1503'TO REACH FROM THE SOUTH END OF THE BRIDGE OVER THE MARIAS
 SS1503'RIVER IN LOMA, GO SOUTH ON U.S. ROUTE 87 FOR 0.1 MILE, TURN
 SS1503'LEFT AND GO 0.55 MILE TO A FORK, KEEP RIGHT AND GO 0.5 MILE
 SS1503'TO THE LOMA FREE FERRY, CROSS FERRY AND GO 1.35 MILES TO
 SS1503'FORK, KEEP RIGHT AND GO EAST FOR 5.45 MILES TO THREE FORKS,
 SS1503'TURN LEFT AND GO NORTH ON THE MAIN ROAD 1.0 MILE TO A FIELD
 SS1503'ROAD ON THE LEFT, TURN LEFT AND GO WEST ALONG THE SOUTH SIDE
 SS1503'OF A FENCE FOR 0.5 MILE TO A GATE ON THE RIGHT, TURN RIGHT
 SS1503'THROUGH GATE THEN LEFT ALONG FENCE FOR 0.5 MILE TO THE FENCE
 SS1503'CORNER, TURN RIGHT AND GO AROUND FIELD FOR 0.45 MILE TO A
 SS1503'FENCE CORNER AND THE AZIMUTH MARK, TURN RIGHT AND GO EAST
 SS1503'0.2 MILE, THEN PASS THROUGH FENCE AND GO NORTH-NORTHWEST
 SS1503'KEEPING ON THE HIGHEST GROUND FOR 0.9 MILE TO THE HIGHEST
 SS1503'ELONGATED HILL IN THE CENTER OF A BIG BEND IN THE RIVER
 SS1503'AND THE STATION.
 SS1503'
 SS1503'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SS1503'ISLANDS NO 1 1949.
 SS1503'
 SS1503'REFERENCE MARK NO. 2 IS 19 FEET NORTHWEST OF A WITNESS POST.
 SS1503'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ISLANDS
 SS1503'NO 2 1949.
 SS1503'
 SS1503'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTHEAST OF THE STATION,
 SS1503'7-1/2 FEET SOUTH OF A FENCE CORNER AND 4-1/2 FEET NORTH OF
 SS1503'A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 SS1503'IS STAMPED ISLANDS 1949.
 SS1503'
 SS1503'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SS1503'SQUARE CONCRETE POSTS.
 SS1503'
 SS1503'A 4 FOOT STAND AT ISLANDS WILL SEE 4 FOOT STANDS AT BLACK
 SS1503'BLUFF (MO.R C) AND RIDGE (MO.R C).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0474 ***********************************************************************
 RT0474  DESIGNATION -  ISMAY
 RT0474  PID         -  RT0474
 RT0474  STATE/COUNTY-  MT/CUSTER
 RT0474  USGS QUAD   -  LOONY HOLLOW (1981)
 RT0474
 RT0474                         *CURRENT SURVEY CONTROL
 RT0474  ___________________________________________________________________
 RT0474* NAD 83(1992)-  46 33 30.44972(N)    104 57 01.09495(W)     ADJUSTED  
 RT0474* NAVD 88     -       873.7    (meters)    2866.     (feet)  VERTCON   
 RT0474  ___________________________________________________________________
 RT0474  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 RT0474  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 RT0474
 RT0474  HORZ ORDER  -  FIRST
 RT0474
 RT0474.The horizontal coordinates were established by classical geodetic methods
 RT0474.and adjusted by the National Geodetic Survey in July 1992..
 RT0474
 RT0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0474
 RT0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0474
 RT0474.The geoid height was determined by GEOID03.
 RT0474
 RT0474;                    North         East     Units Scale Factor Converg.
 RT0474;SPC MT       -   266,645.754   948,474.925   MT  0.99942385   +3 19 41.2
 RT0474;SPC MT       -   874,822.03  3,111,794.37   iFT  0.99942385   +3 19 41.2
 RT0474;UTM  13      - 5,156,100.278   503,809.167   MT  0.99960018   +0 02 09.9
 RT0474
 RT0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0474!SPC MT       -   0.99986560  x   0.99942385  =   0.99928953
 RT0474!UTM  13      -   0.99986560  x   0.99960018  =   0.99946583
 RT0474
 RT0474|---------------------------------------------------------------------|
 RT0474| PID    Reference Object                     Distance      Geod. Az  |
 RT0474|                                                           dddmmss.s |
 RT0474| CQ7910 ISMAY RM 2                            6.332 METERS 00844     |
 RT0474| CQ7908 ISMAY AZ MK                                        2214321.7 |
 RT0474| CQ7909 ISMAY RM 1                            5.497 METERS 24813     |
 RT0474|---------------------------------------------------------------------|
 RT0474
 RT0474                          SUPERSEDED SURVEY CONTROL
 RT0474
 RT0474  NAD 83(1986)-  46 33 30.44066(N)    104 57 01.06541(W) AD(       ) 1
 RT0474  NAD 27      -  46 33 30.41900(N)    104 56 59.18000(W) AD(       ) 1
 RT0474  NGVD 29 (07/19/86)  873.1    (m)         2864.     (f) VERT ANG       
 RT0474
 RT0474.Superseded values are not recommended for survey control.
 RT0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0474.See file dsdata.txt to determine how the superseded data were derived.
 RT0474
 RT0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM0380956100(NAD 83)
 RT0474_MARKER: DS = TRIANGULATION STATION DISK
 RT0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0474
 RT0474  HISTORY     - Date     Condition        Report By
 RT0474  HISTORY     - 1949     MONUMENTED       CGS
 RT0474
 RT0474                          STATION DESCRIPTION
 RT0474
 RT0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0474'THE STATION IS LOCATED IN THE LOW ROLLING PASTURE LAND ABOUT 8
 RT0474'MILES NORTHWEST OF THE VILLAGE OF ISMAY, 8 MILES SOUTH OF THE
 RT0474'VILLAGE OF MILDRED, 17 MILES NORTH NORTHEAST OF THE VILLAGE
 RT0474'OF KNOWLTON, AND ABOUT 23 MILES SOUTHEAST OF THE TOWN OF TERRY.
 RT0474'
 RT0474'THE STATION CAN BE REACHED FROM THE INTERSECTION OF MAIN AND
 RT0474'SEVENTH STREETS IN MILES CITY BY GOING EAST ON U.S. HIGHWAY 12
 RT0474'FOR 30 MILES TO A LARGE STEEL BRIDGE ACROSS THE POWDER RIVER
 RT0474'AND THE LOCATE POST OFFICE.  CONTINUE EASTERLY ON HIGHWAY 12 FOR
 RT0474'8.2 MILES TO A ROAD TO THE LEFT.  TURN LEFT ACROSS THE CATTLE
 RT0474'GUARD AND GO NORTH AND NORTHEAST ON THE MAIN ROAD FOR 7.1 MILES
 RT0474'TO A CROSSROAD.  TURN RIGHT, EAST, AND GO 3.2 MILES TO ANOTHER
 RT0474'CROSSROAD.  TURN NORTH AND FOLLOW THE GRADED ROAD FOR 2.0
 RT0474'MILES TO A T INTERSECTION AND A SCHOOLHOUSE ON THE RIGHT.
 RT0474'TURN RIGHT, EAST, FOR 1 MILE TO A ROAD INTERSECTING FROM THE
 RT0474'LEFT (THE ROAD TO MILDRED).  CONTINUE EAST FOR 2.0 MILES TO
 RT0474'WHERE THE MAIN ROAD TURNS ABRUPTLY TO THE SOUTH.  TURN NORTH ON
 RT0474'AN OLD ROAD FOR 1.6 MILES TO A GATE AND THE AZIMUTH MARK.
 RT0474'CONTINUE NORTHERLY ON THE OLD ROAD FOR 0.3 MILE
 RT0474'TO A FORK JUST AFTER CROSSING A DRAW.  TAKE THE RIGHT FORK
 RT0474'FOR 0.15 MILE TO A DIM CROSSROAD.  TURN RIGHT ON THE DIM
 RT0474'ROAD AND GO 0.8 MILE TO A WINDMILL.  BEAR SHARP LEFT,
 RT0474'NORTHERLY, ON A TRACK ROAD FOR 0.5 MILE TO A SMALL BENCH
 RT0474'ON THE RIGHT.  CONTINUE ON THE ROAD FOR ABOUT 0.05 MILE TO A
 RT0474'SMALL DRAW THAT IS ABOUT 0.1 MILE NORTHWEST OF THE
 RT0474'HIGHEST POINT OF THE BENCH.  GO WEST UP THE DRAW, THEN
 RT0474'SOUTH ALONG THE RIDGE TO THE HIGHEST POINT OF THE BENCH AND
 RT0474'THE STATION.
 RT0474'
 RT0474'THE STATION MARK, STAMPED ISMAY 1949, IS A STANDARD STATION
 RT0474'MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE
 RT0474'POST THAT PROJECTS FROM THE GROUND ABOUT 5 INCHES.  IT IS ABOUT
 RT0474'170 FEET WEST OF A NORTH-SOUTH FENCE.
 RT0474'
 RT0474'REFERENCE MARK NUMBER 1, STAMPED ISMAY NO 1 1949, IS A STANDARD
 RT0474'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH
 RT0474'CONCRETE POST THAT PROJECTS ABOVE THE GROUND ABOUT 3 INCHES.
 RT0474'
 RT0474'REFERENCE MARK NUMBER 2, STAMPED ISMAY NO 2 1949, IS A STANDARD
 RT0474'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH
 RT0474'CONCRETE POST THAT PROJECTS FROM THE GROUND ABOUT 3 INCHES.
 RT0474'
 RT0474'THE AZIMUTH MARK, STAMPED ISMAY 1949, IS A STANDARD AZIMUTH
 RT0474'MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST
 RT0474'THAT PROJECTS FROM THE GROUND ABOUT 3 INCHES.  IT IS 19 FEET
 RT0474'EAST OF THE ROAD AND 150 FEET NORTH OF THE GATE THAT IS
 RT0474'MENTIONED IN THE DESCRIPTION ABOVE.
 RT0474'
 RT0474'THE LAND IS BELIEVED TO BELONG TO DIAL MASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0256 ***********************************************************************
 PZ0256  DESIGNATION -  J
 PZ0256  PID         -  PZ0256
 PZ0256  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0256  USGS QUAD   -  DELL (1979)
 PZ0256
 PZ0256                         *CURRENT SURVEY CONTROL
 PZ0256  ___________________________________________________________________
 PZ0256* NAD 83(1986)-  44 41 08.     (N)    112 39 00.     (W)     SCALED    
 PZ0256* NAVD 88     -      1853.767  (meters)    6081.90   (feet)  POSTED    
 PZ0256  ___________________________________________________________________
 PZ0256  GEOID HEIGHT-         -10.36  (meters)                     GEOID03
 PZ0256  DYNAMIC HT  -        1852.800 (meters)    6078.73  (feet)  COMP
 PZ0256  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 PZ0256
 PZ0256  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PZ0256
 PZ0256.The horizontal coordinates were scaled from a topographic map and have
 PZ0256.an estimated accuracy of +/- 6 seconds.
 PZ0256
 PZ0256.The orthometric height was determined by differential leveling
 PZ0256.and adjusted by the National Geodetic Survey in 1992..
 PZ0256.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PZ0256.rate of 2.1 thru 3.0 mm/km.
 PZ0256
 PZ0256.The geoid height was determined by GEOID03.
 PZ0256
 PZ0256.The dynamic height is computed by dividing the NAVD 88
 PZ0256.geopotential number by the normal gravity value computed on the
 PZ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0256.degrees latitude (g = 980.6199 gals.).
 PZ0256
 PZ0256.The modeled gravity was interpolated from observed gravity values.
 PZ0256
 PZ0256;                    North         East    Units  Estimated Accuracy
 PZ0256;SPC MT       -    53,440.      350,290.      MT  (+/- 180 meters Scaled)
 PZ0256
 PZ0256                          SUPERSEDED SURVEY CONTROL
 PZ0256
 PZ0256.No superseded survey control is available for this station.
 PZ0256
 PZ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ692493(NAD 83)
 PZ0256_MARKER: P = PIPE CAP
 PZ0256_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0256_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0256
 PZ0256  HISTORY     - Date     Condition        Report By
 PZ0256  HISTORY     - UNK      MONUMENTED       CGS
 PZ0256  HISTORY     - 1962     MARK NOT FOUND   NGS
 PZ0256
 PZ0256                          STATION DESCRIPTION
 PZ0256
 PZ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PZ0256'3.5 MI E FROM DELL.
 PZ0256'3-1/2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 PZ0256'DELL, BEAVERHEAD COUNTY, ONE POLE WEST OF MILEPOST 284, AND 1-1/2 FEET
 PZ0256'NORTH OF THE RIGHT OF WAY.  A STANDARD CAP, FASTENED ON THE TOP OF A
 PZ0256'3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1170 ***********************************************************************
 SS1170  DESIGNATION -  J 10 R
 SS1170  PID         -  SS1170
 SS1170  STATE/COUNTY-  MT/TETON
 SS1170  USGS QUAD   -  POWER (1983)
 SS1170
 SS1170                         *CURRENT SURVEY CONTROL
 SS1170  ___________________________________________________________________
 SS1170* NAD 83(1986)-  47 43 12.     (N)    111 39 33.     (W)     SCALED    
 SS1170* NAVD 88     -      1158.637  (meters)    3801.29   (feet)  ADJUSTED  
 SS1170  ___________________________________________________________________
 SS1170  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1170  DYNAMIC HT  -        1158.565 (meters)    3801.06  (feet)  COMP
 SS1170  MODELED GRAV-     980,509.9   (mgal)                       NAVD 88
 SS1170
 SS1170  VERT ORDER  -  FIRST     CLASS II
 SS1170
 SS1170.The horizontal coordinates were scaled from a topographic map and have
 SS1170.an estimated accuracy of +/- 6 seconds.
 SS1170
 SS1170.The orthometric height was determined by differential leveling
 SS1170.and adjusted by the National Geodetic Survey in June 1991..
 SS1170.WARNING-Repeat measurements at this control monument indicate possible
 SS1170.vertical movement.
 SS1170
 SS1170.The geoid height was determined by GEOID03.
 SS1170
 SS1170.The dynamic height is computed by dividing the NAVD 88
 SS1170.geopotential number by the normal gravity value computed on the
 SS1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1170.degrees latitude (g = 980.6199 gals.).
 SS1170
 SS1170.The modeled gravity was interpolated from observed gravity values.
 SS1170
 SS1170;                    North         East    Units  Estimated Accuracy
 SS1170;SPC MT       -   387,810.      438,110.      MT  (+/- 180 meters Scaled)
 SS1170
 SS1170                          SUPERSEDED SURVEY CONTROL
 SS1170
 SS1170  NGVD 29 (??/??/92) 1157.698  (m)         3798.21   (f) ADJ UNCH    1 2
 SS1170
 SS1170.Superseded values are not recommended for survey control.
 SS1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1170.See file dsdata.txt to determine how the superseded data were derived.
 SS1170
 SS1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT505853(NAD 83)
 SS1170_MARKER: DS = TRIANGULATION STATION DISK
 SS1170_SETTING: 0 = UNSPECIFIED SETTING
 SS1170_STAMPING: J 10 R 1961
 SS1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1170
 SS1170  HISTORY     - Date     Condition        Report By
 SS1170  HISTORY     - 1961     MONUMENTED       CGS
 SS1170  HISTORY     - 1972     GOOD             NGS
 SS1170  HISTORY     - 1979     GOOD             NGS
 SS1170
 SS1170                          STATION DESCRIPTION
 SS1170
 SS1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS1170'1.5 MI NE FROM POWER.
 SS1170'TO REACH FROM THE HIGHWAY OVERPASS AT VAUGHN JUNCTION, (ABOUT 10 MILES
 SS1170'WEST OF GREAT FALLS), THE INTERSECTION OF INTERSTATE HIGHWAY 15 AND
 SS1170'STATE HIGHWAY 200, GO NORTH ON I 15 (ALSO US 91) FOR 12.3 MILES TO A
 SS1170'ROAD LEFT TO THE TOWN OF POWER, CONTINUE NORTH 0.5 MILE TO ANOTHER
 SS1170'ROAD LEADING LEFT AND A POWER SUB-STATION IN THE NORTHWEST ANGLE OF
 SS1170'THE INTERSECTION, CONTINUE NORTH 0.05 MILE TO A GATE ON THE RIGHT,
 SS1170'BASS THROUGH THE GATE AND GO EAST ACROSS THE PASTURE FOR 0.2 MILE TO A
 SS1170'RIDGE, FOLLOW THE DRAW EAST AND SOUTHEAST FOR 0.15 MILE TO A SADDLE
 SS1170'AND THE MARK ON THE SOUTHWESTERN SLOPE OF THE RIDGE TO THE LEFT, 10
 SS1170'YARDS NORTH OF THE STEEP DECLINE ON THE SOUTHEAST SIDE OF THE SADDLE,
 SS1170'3 FEET SOUTH OF A METAL WITNESS POST AND 2 FEET LOWER THAN THE HIGHEST
 SS1170'PART OF THE RIDGE.  SEC 30, T23N, R 1E.
 SS1170
 SS1170                          STATION RECOVERY (1979)
 SS1170
 SS1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1169 ***********************************************************************
 SS1169  DESIGNATION -  J 10 R RM 1
 SS1169  PID         -  SS1169
 SS1169  STATE/COUNTY-  MT/TETON
 SS1169  USGS QUAD   -  POWER (1983)
 SS1169
 SS1169                         *CURRENT SURVEY CONTROL
 SS1169  ___________________________________________________________________
 SS1169* NAD 83(1986)-  47 43 12.     (N)    111 39 32.     (W)     SCALED    
 SS1169* NAVD 88     -      1158.726  (meters)    3801.59   (feet)  ADJUSTED  
 SS1169  ___________________________________________________________________
 SS1169  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1169  DYNAMIC HT  -        1158.655 (meters)    3801.35  (feet)  COMP
 SS1169  MODELED GRAV-     980,509.9   (mgal)                       NAVD 88
 SS1169
 SS1169  VERT ORDER  -  FIRST     CLASS II
 SS1169
 SS1169.The horizontal coordinates were scaled from a topographic map and have
 SS1169.an estimated accuracy of +/- 6 seconds.
 SS1169
 SS1169.The orthometric height was determined by differential leveling
 SS1169.and adjusted by the National Geodetic Survey in June 1991..
 SS1169.WARNING-Repeat measurements at this control monument indicate possible
 SS1169.vertical movement.
 SS1169
 SS1169.The geoid height was determined by GEOID03.
 SS1169
 SS1169.The dynamic height is computed by dividing the NAVD 88
 SS1169.geopotential number by the normal gravity value computed on the
 SS1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1169.degrees latitude (g = 980.6199 gals.).
 SS1169
 SS1169.The modeled gravity was interpolated from observed gravity values.
 SS1169
 SS1169;                    North         East    Units  Estimated Accuracy
 SS1169;SPC MT       -   387,810.      438,130.      MT  (+/- 180 meters Scaled)
 SS1169
 SS1169                          SUPERSEDED SURVEY CONTROL
 SS1169
 SS1169  NGVD 29 (??/??/92) 1157.791  (m)         3798.52   (f) ADJ UNCH    1 2
 SS1169
 SS1169.Superseded values are not recommended for survey control.
 SS1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1169.See file dsdata.txt to determine how the superseded data were derived.
 SS1169
 SS1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT505853(NAD 83)
 SS1169_MARKER: DR = REFERENCE MARK DISK
 SS1169_SETTING: 0 = UNSPECIFIED SETTING
 SS1169_STAMPING: J 10 R NO 1 1961
 SS1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1169
 SS1169  HISTORY     - Date     Condition        Report By
 SS1169  HISTORY     - 1961     MONUMENTED       CGS
 SS1169  HISTORY     - 1972     GOOD             NGS
 SS1169  HISTORY     - 1979     GOOD             NGS
 SS1169
 SS1169                          STATION DESCRIPTION
 SS1169
 SS1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS1169'1.5 MI NE FROM POWER.
 SS1169'REACHED FROM VAUGHN JUNCTION BY GOING NORTH ON INTERSTATE HIGHWAY 15
 SS1169'FOR 12.8 MILES TO A BLACKTOP ROAD LEFT WITH A POWER SUB-STATION IN THE
 SS1169'NORTHWEST ANGLE, CONTINUE NORTH 0.05 MILE TO A GATE ON THE RIGHT, PASS
 SS1169'THROUGH GATE AND GO EAST ACROSS PASTURE LAND FOR 0.2 MILE TO A RIDGE,
 SS1169'FOLLOW THE DRAW EAST AND SOUTHEAST 0.15 MILE TO A SADDLE AND THE MARK
 SS1169'ON THE RIDGE TO THE LEFT, 71.31 FEET SOUTHEAST OF TRIANGULATION
 SS1169'STATION J 10 R, 20 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 SS1169'CULTIVATED FIELD, 18 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 SS1169'SUMMIT OF THE RIDGE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SS1169'SEC. 30, T23N, R 1E.
 SS1169
 SS1169                          STATION RECOVERY (1979)
 SS1169
 SS1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1168 ***********************************************************************
 SS1168  DESIGNATION -  J 10 R RM 2
 SS1168  PID         -  SS1168
 SS1168  STATE/COUNTY-  MT/TETON
 SS1168  USGS QUAD   -  POWER (1983)
 SS1168
 SS1168                         *CURRENT SURVEY CONTROL
 SS1168  ___________________________________________________________________
 SS1168* NAD 83(1986)-  47 43 10.     (N)    111 39 33.     (W)     SCALED    
 SS1168* NAVD 88     -      1156.676  (meters)    3794.86   (feet)  ADJUSTED  
 SS1168  ___________________________________________________________________
 SS1168  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1168  DYNAMIC HT  -        1156.604 (meters)    3794.62  (feet)  COMP
 SS1168  MODELED GRAV-     980,509.9   (mgal)                       NAVD 88
 SS1168
 SS1168  VERT ORDER  -  FIRST     CLASS II
 SS1168
 SS1168.The horizontal coordinates were scaled from a topographic map and have
 SS1168.an estimated accuracy of +/- 6 seconds.
 SS1168
 SS1168.The orthometric height was determined by differential leveling
 SS1168.and adjusted by the National Geodetic Survey in June 1991..
 SS1168
 SS1168.The geoid height was determined by GEOID03.
 SS1168
 SS1168.The dynamic height is computed by dividing the NAVD 88
 SS1168.geopotential number by the normal gravity value computed on the
 SS1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1168.degrees latitude (g = 980.6199 gals.).
 SS1168
 SS1168.The modeled gravity was interpolated from observed gravity values.
 SS1168
 SS1168;                    North         East    Units  Estimated Accuracy
 SS1168;SPC MT       -   387,750.      438,110.      MT  (+/- 180 meters Scaled)
 SS1168
 SS1168                          SUPERSEDED SURVEY CONTROL
 SS1168
 SS1168  NGVD 29 (??/??/92) 1155.733  (m)         3791.77   (f) ADJ UNCH    1 2
 SS1168
 SS1168.Superseded values are not recommended for survey control.
 SS1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1168.See file dsdata.txt to determine how the superseded data were derived.
 SS1168
 SS1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT505853(NAD 83)
 SS1168_MARKER: DB = BENCH MARK DISK
 SS1168_SETTING: 0 = UNSPECIFIED SETTING
 SS1168_STAMPING: J 10 R NO 2 1961
 SS1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1168
 SS1168  HISTORY     - Date     Condition        Report By
 SS1168  HISTORY     - 1961     MONUMENTED       CGS
 SS1168  HISTORY     - 1972     GOOD             NGS
 SS1168  HISTORY     - 1979     GOOD             NGS
 SS1168
 SS1168                          STATION DESCRIPTION
 SS1168
 SS1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS1168'1.5 MI NE FROM POWER.
 SS1168'REACHED FROM VAUGHN JUNCTION BY GOING NORTH ON INTERSTATE HIGHWAY 15
 SS1168'FOR 12.8 MILES TO A BLACKTOP ROAD LEFT WITH A POWER SUB-STATION IN THE
 SS1168'NORTHWEST ANGLE, CONTINUE NORTH 0.05 MILE TO A GATE ON THE RIGHT, PASS
 SS1168'THROUGH GATE AND GO EAST ACROSS PASTURE LAND FOR 0.2 MILE TO A RIDGE,
 SS1168'FOLLOW THE DRAW EAST AND SOUTHEAST 0.15 MILE TO A SADDLE AND THE MARK
 SS1168'ON THE RIGHT, 99.34 FEET SOUTHWEST OF TRIANGULATION STATION J 10 R, 5
 SS1168'FEET LOWER THAN THE SUMMIT OF THE RIDGE TO THE SOUTHWEST AND 6 FEET
 SS1168'LOWER THAN THE STATION MARK.  SEC 30, T23N, R 1E.
 SS1168
 SS1168                          STATION RECOVERY (1979)
 SS1168
 SS1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1172 ***********************************************************************
 SS1172  DESIGNATION -  J 10 R RM 3
 SS1172  PID         -  SS1172
 SS1172  STATE/COUNTY-  MT/TETON
 SS1172  USGS QUAD   -  POWER (1983)
 SS1172
 SS1172                         *CURRENT SURVEY CONTROL
 SS1172  ___________________________________________________________________
 SS1172* NAD 83(1986)-  47 43 12.     (N)    111 40 03.     (W)     SCALED    
 SS1172* NAVD 88     -      1138.261  (meters)    3734.44   (feet)  ADJUSTED  
 SS1172  ___________________________________________________________________
 SS1172  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1172  DYNAMIC HT  -        1138.189 (meters)    3734.21  (feet)  COMP
 SS1172  MODELED GRAV-     980,509.7   (mgal)                       NAVD 88
 SS1172
 SS1172  VERT ORDER  -  FIRST     CLASS II
 SS1172
 SS1172.The horizontal coordinates were scaled from a topographic map and have
 SS1172.an estimated accuracy of +/- 6 seconds.
 SS1172
 SS1172.The orthometric height was determined by differential leveling
 SS1172.and adjusted by the National Geodetic Survey in June 1991..
 SS1172
 SS1172.The geoid height was determined by GEOID03.
 SS1172
 SS1172.The dynamic height is computed by dividing the NAVD 88
 SS1172.geopotential number by the normal gravity value computed on the
 SS1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1172.degrees latitude (g = 980.6199 gals.).
 SS1172
 SS1172.The modeled gravity was interpolated from observed gravity values.
 SS1172
 SS1172;                    North         East    Units  Estimated Accuracy
 SS1172;SPC MT       -   387,830.      437,480.      MT  (+/- 180 meters Scaled)
 SS1172
 SS1172                          SUPERSEDED SURVEY CONTROL
 SS1172
 SS1172.No superseded survey control is available for this station.
 SS1172
 SS1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT499853(NAD 83)
 SS1172_MARKER: DZ = AZIMUTH MARK DISK
 SS1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1172_STAMPING: J 10 R 1961 NO 3 1972
 SS1172_PROJECTION: PROJECTING 8 CENTIMETERS
 SS1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1172+STABILITY: SURFACE MOTION
 SS1172
 SS1172  HISTORY     - Date     Condition        Report By
 SS1172  HISTORY     - 1972     MONUMENTED       NGS
 SS1172  HISTORY     - 1979     GOOD             NGS
 SS1172
 SS1172                          STATION DESCRIPTION
 SS1172
 SS1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS1172'1.0 MI E FROM POWER.
 SS1172'TO REACH FROM THE HIGHWAY OVERPASS AT VAUGHN JUNCTION, (ABOUT 10 MILES
 SS1172'WEST OF GREAT FALLS, THE INTERSECTION OF INTERSTATE HIGHWAY 15 AND
 SS1172'STATE HIGHWAY 200), GO NORTH ON INTERSTATE HIGHWAY 15 (ALSO U.S. 91)
 SS1172'FOR 12.3 MILES TO A ROAD LEFT TO THE TOWN OF POWER, CONTINUE NORTH 0.5
 SS1172'MILE TO ANOTHER ROAD LEADING LEFT AND A POWER SUB-STATION IN THE
 SS1172'NORTHWEST ANGLE OF THE INTERSECTION.  THE MARK IS 4 FEET NORTHEAST OF
 SS1172'THE SOUTHEAST CORNER OF THE CYCLONE FENCE AROUND THE POWER SUBSTATION,
 SS1172'100 YARDS WEST OF INTERSTATE HIGHWAY 15, 71 FEET NORTH OF THE CENTER
 SS1172'OF THE BLACKTOP ROAD, 1.5 FEET EAST OF THE FENCE AND 1.5 FEET SOUTH OF
 SS1172'A METAL WITNESS POST.  THE MARK IS A REFERENCE MARK DISK SET IN A
 SS1172'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES. SECTION 25, T 23N, R 1W.
 SS1172
 SS1172                          STATION RECOVERY (1979)
 SS1172
 SS1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1172'0.1 MILE EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILROAD
 SS1172'STATION IN POWER, THENCE 0.4 MILE NORTH ALONG A COUNTY ROAD, AND
 SS1172'THENCE 0.6 MILE EAST ALONG A COUNTY ROAD, SET AT THE SOUTHEAST
 SS1172'CORNER OF A FENCE AROUND A SMALL MONTANA POWER SUBSTATION, 78 FEET
 SS1172'NORTH OF THE CENTERLINE OF THE ROAD, 54 FEET NORTHWEST OF POWER POLE
 SS1172'NUMBER 25 50 WITH EIGHT GUY WIRES, 4 FEET NORTH-NORTHEAST OF THE
 SS1172'SOUTHEAST CORNER OF THE FENCE, AND 2 FEET EAST OF THE FENCE.
 SS1172'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 SS1172'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0420 ***********************************************************************
 ST0420  DESIGNATION -  J 100
 ST0420  PID         -  ST0420
 ST0420  STATE/COUNTY-  MT/MISSOULA
 ST0420  USGS QUAD   -  SEELEY LAKE EAST (1965)
 ST0420
 ST0420                         *CURRENT SURVEY CONTROL
 ST0420  ___________________________________________________________________
 ST0420* NAD 83(1986)-  47 10 29.     (N)    113 28 45.     (W)     SCALED    
 ST0420* NAVD 88     -      1229.001  (meters)    4032.15   (feet)  ADJUSTED  
 ST0420  ___________________________________________________________________
 ST0420  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0420  DYNAMIC HT  -        1228.790 (meters)    4031.46  (feet)  COMP
 ST0420  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 ST0420
 ST0420  VERT ORDER  -  SECOND    CLASS 0
 ST0420
 ST0420.The horizontal coordinates were scaled from a topographic map and have
 ST0420.an estimated accuracy of +/- 6 seconds.
 ST0420
 ST0420.The orthometric height was determined by differential leveling
 ST0420.and adjusted by the National Geodetic Survey in June 1991..
 ST0420
 ST0420.The geoid height was determined by GEOID03.
 ST0420
 ST0420.The dynamic height is computed by dividing the NAVD 88
 ST0420.geopotential number by the normal gravity value computed on the
 ST0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0420.degrees latitude (g = 980.6199 gals.).
 ST0420
 ST0420.The modeled gravity was interpolated from observed gravity values.
 ST0420
 ST0420;                    North         East    Units  Estimated Accuracy
 ST0420;SPC MT       -   332,650.      298,660.      MT  (+/- 180 meters Scaled)
 ST0420
 ST0420                          SUPERSEDED SURVEY CONTROL
 ST0420
 ST0420  NGVD 29 (??/??/92) 1227.854  (m)         4028.38   (f) ADJ UNCH    2 0
 ST0420
 ST0420.Superseded values are not recommended for survey control.
 ST0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0420.See file dsdata.txt to determine how the superseded data were derived.
 ST0420
 ST0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT121275(NAD 83)
 ST0420_MARKER: DB = BENCH MARK DISK
 ST0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0420_STAMPING: J 100 1934
 ST0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0420+STABILITY: SURFACE MOTION
 ST0420
 ST0420  HISTORY     - Date     Condition        Report By
 ST0420  HISTORY     - 1934     MONUMENTED       CGS
 ST0420  HISTORY     - 1965     GOOD             USGS
 ST0420
 ST0420                          STATION DESCRIPTION
 ST0420
 ST0420'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0420'4.6 MI S FROM SEELEY LAKE.
 ST0420'4.6 MILES SOUTH ALONG STATE HWY 31 FROM SEELEY LAKE 0.25 MILE NORTH
 ST0420'ALONG STATE HIGHWAY 209 FROM POST OFFICE AT SEELEY LAKE, 206 FEET EAST
 ST0420'OF CENTERLINE OF HIGHWAY, 95 FEET SOUTH OF SEELEY CREEK.  A STANDARD
 ST0420'DISK, STAMPED J 100 1934 AND SET IN THE TOP OF A CONCRETE POST
 ST0420'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0241 ***********************************************************************
 SU0241  DESIGNATION -  J 101
 SU0241  PID         -  SU0241
 SU0241  STATE/COUNTY-  MT/SANDERS
 SU0241  USGS QUAD   -  PARADISE (1984)
 SU0241
 SU0241                         *CURRENT SURVEY CONTROL
 SU0241  ___________________________________________________________________
 SU0241* NAD 83(1986)-  47 29 15.     (N)    114 50 37.     (W)     SCALED    
 SU0241* NAVD 88     -       935.539  (meters)    3069.35   (feet)  ADJUSTED  
 SU0241  ___________________________________________________________________
 SU0241  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SU0241  DYNAMIC HT  -         935.483 (meters)    3069.16  (feet)  COMP
 SU0241  MODELED GRAV-     980,520.9   (mgal)                       NAVD 88
 SU0241
 SU0241  VERT ORDER  -  SECOND    CLASS 0
 SU0241
 SU0241.The horizontal coordinates were scaled from a topographic map and have
 SU0241.an estimated accuracy of +/- 6 seconds.
 SU0241
 SU0241.The orthometric height was determined by differential leveling
 SU0241.and adjusted by the National Geodetic Survey in June 1991..
 SU0241
 SU0241.The geoid height was determined by GEOID03.
 SU0241
 SU0241.The dynamic height is computed by dividing the NAVD 88
 SU0241.geopotential number by the normal gravity value computed on the
 SU0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0241.degrees latitude (g = 980.6199 gals.).
 SU0241
 SU0241.The modeled gravity was interpolated from observed gravity values.
 SU0241
 SU0241;                    North         East    Units  Estimated Accuracy
 SU0241;SPC MT       -   373,470.      197,840.      MT  (+/- 180 meters Scaled)
 SU0241
 SU0241                          SUPERSEDED SURVEY CONTROL
 SU0241
 SU0241  NGVD 29 (??/??/92)  934.391  (m)         3065.58   (f) ADJ UNCH    2 0
 SU0241
 SU0241.Superseded values are not recommended for survey control.
 SU0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0241.See file dsdata.txt to determine how the superseded data were derived.
 SU0241
 SU0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN624615(NAD 83)
 SU0241_MARKER: DB = BENCH MARK DISK
 SU0241_SETTING: 66 = SET IN ROCK OUTCROP
 SU0241_SP_SET: ROCK
 SU0241_STAMPING: J 101 1934
 SU0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0241+STABILITY: POSITION/ELEVATION WELL
 SU0241
 SU0241  HISTORY     - Date     Condition        Report By
 SU0241  HISTORY     - 1934     MONUMENTED       CGS
 SU0241  HISTORY     - 1956     GOOD             USGS
 SU0241
 SU0241                          STATION DESCRIPTION
 SU0241
 SU0241'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SU0241'3.7 MI NE FROM PLAINS.
 SU0241'3.7 MILES NORTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 28 FROM THE
 SU0241'NORTHERN PACIFIC RAILWAY STATION AT PLAINS, SANDERS COUNTY, AT A CURVE
 SU0241'IN THE ROAD TO THE EAST, 53 FEET EAST OF THE CENTERLINE OF THE ROAD,
 SU0241'43 FEET NORTHWEST OF A 3-FOOT LONE PINE TREE, AND IN THE TOP OF A
 SU0241'10-BY-8-FOOT ROCK PROJECTING 3 FEET ABOVE THE GROUND.  A STANDARD
 SU0241'DISK, STAMPED J 101 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0224 ***********************************************************************
 QX0224  DESIGNATION -  J 102
 QX0224  PID         -  QX0224
 QX0224  STATE/COUNTY-  MT/GALLATIN
 QX0224  USGS QUAD   -  BOZEMAN (1987)
 QX0224
 QX0224                         *CURRENT SURVEY CONTROL
 QX0224  ___________________________________________________________________
 QX0224* NAD 83(1986)-  45 40 45.     (N)    111 02 08.     (W)     SCALED    
 QX0224* NAVD 88     -      1467.271  (meters)    4813.87   (feet)  ADJUSTED  
 QX0224  ___________________________________________________________________
 QX0224  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 QX0224  DYNAMIC HT  -        1466.748 (meters)    4812.16  (feet)  COMP
 QX0224  MODELED GRAV-     980,208.2   (mgal)                       NAVD 88
 QX0224
 QX0224  VERT ORDER  -  FIRST     CLASS II
 QX0224
 QX0224.The horizontal coordinates were scaled from a topographic map and have
 QX0224.an estimated accuracy of +/- 6 seconds.
 QX0224
 QX0224.The orthometric height was determined by differential leveling
 QX0224.and adjusted by the National Geodetic Survey in June 1991..
 QX0224
 QX0224.The geoid height was determined by GEOID03.
 QX0224
 QX0224.The dynamic height is computed by dividing the NAVD 88
 QX0224.geopotential number by the normal gravity value computed on the
 QX0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0224.degrees latitude (g = 980.6199 gals.).
 QX0224
 QX0224.The modeled gravity was interpolated from observed gravity values.
 QX0224
 QX0224;                    North         East    Units  Estimated Accuracy
 QX0224;SPC MT       -   160,000.      480,410.      MT  (+/- 180 meters Scaled)
 QX0224
 QX0224                          SUPERSEDED SURVEY CONTROL
 QX0224
 QX0224  NGVD 29 (??/??/92) 1466.070  (m)         4809.93   (f) ADJ UNCH    1 2
 QX0224
 QX0224.Superseded values are not recommended for survey control.
 QX0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0224.See file dsdata.txt to determine how the superseded data were derived.
 QX0224
 QX0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR972584(NAD 83)
 QX0224_MARKER: DB = BENCH MARK DISK
 QX0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0224_SP_SET: BUILDING
 QX0224_STAMPING: J 102 1934
 QX0224_MARK LOGO: CGS   
 QX0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0224
 QX0224  HISTORY     - Date     Condition        Report By
 QX0224  HISTORY     - 1934     MONUMENTED       CGS
 QX0224  HISTORY     - 1960     GOOD             USGS
 QX0224  HISTORY     - 1960     GOOD             NGS
 QX0224  HISTORY     - 1982     GOOD             NGS
 QX0224
 QX0224                          STATION DESCRIPTION
 QX0224
 QX0224'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (WG)
 QX0224'RECOVERED IN GOOD CONDITION.
 QX0224
 QX0224                          STATION RECOVERY (1960)
 QX0224
 QX0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 QX0224'IN BOZEMAN.
 QX0224'ABOUT 0.35 MILE WEST ALONG EAST MAIN STREET FROM THE CHICAGO,
 QX0224'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT BOZEMAN, OR 1
 QX0224'BLOCK WEST ALONG EAST TAMARACK STREET FROM THE NORTHERN PACIFIC
 QX0224'RAILWAY STATION, THENCE 0.65 MILE SOUTH ALONG NORTH WALLACE STREET,
 QX0224'THENCE 0.35 MILE WEST ALONG EAST MAIN STREET, AT THE INTERSECTION OF
 QX0224'EAST MAIN STREET AND BLACK AVENUE, SET VERTICALLY IN THE NORTH FACE OF
 QX0224'THE FIRST NATIONAL BANK BUILDING 3 1/2 FEET EAST OF THE NORTHWEST
 QX0224'CORNER OF THE BUILDING, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 QX0224'SIDEWALK.
 QX0224
 QX0224                          STATION RECOVERY (1982)
 QX0224
 QX0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0297 ***********************************************************************
 QX0297  DESIGNATION -  J 103
 QX0297  PID         -  QX0297
 QX0297  STATE/COUNTY-  MT/GALLATIN
 QX0297  USGS QUAD   -  LONE INDIAN PEAK (1986)
 QX0297
 QX0297                         *CURRENT SURVEY CONTROL
 QX0297  ___________________________________________________________________
 QX0297* NAD 83(1986)-  45 12 45.     (N)    111 14 52.     (W)     SCALED    
 QX0297* NAVD 88     -      1871.626  (meters)    6140.49   (feet)  ADJUSTED  
 QX0297  ___________________________________________________________________
 QX0297  GEOID HEIGHT-          -9.00  (meters)                     GEOID03
 QX0297  DYNAMIC HT  -        1870.716 (meters)    6137.51  (feet)  COMP
 QX0297  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 QX0297
 QX0297  VERT ORDER  -  FIRST     CLASS II
 QX0297
 QX0297.The horizontal coordinates were scaled from a topographic map and have
 QX0297.an estimated accuracy of +/- 6 seconds.
 QX0297
 QX0297.The orthometric height was determined by differential leveling
 QX0297.and adjusted by the National Geodetic Survey in June 1991..
 QX0297
 QX0297.The geoid height was determined by GEOID03.
 QX0297
 QX0297.The dynamic height is computed by dividing the NAVD 88
 QX0297.geopotential number by the normal gravity value computed on the
 QX0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0297.degrees latitude (g = 980.6199 gals.).
 QX0297
 QX0297.The modeled gravity was interpolated from observed gravity values.
 QX0297
 QX0297;                    North         East    Units  Estimated Accuracy
 QX0297;SPC MT       -   108,510.      462,730.      MT  (+/- 180 meters Scaled)
 QX0297
 QX0297                          SUPERSEDED SURVEY CONTROL
 QX0297
 QX0297  NGVD 29 (??/??/92) 1870.175  (m)         6135.73   (f) ADJ UNCH    1 2
 QX0297
 QX0297.Superseded values are not recommended for survey control.
 QX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0297.See file dsdata.txt to determine how the superseded data were derived.
 QX0297
 QX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR805065(NAD 83)
 QX0297_MARKER: DB = BENCH MARK DISK
 QX0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0297_STAMPING: J 103 1934 6136
 QX0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0297+STABILITY: SURFACE MOTION
 QX0297
 QX0297  HISTORY     - Date     Condition        Report By
 QX0297  HISTORY     - 1934     MONUMENTED       CGS
 QX0297  HISTORY     - 1960     GOOD             NGS
 QX0297
 QX0297                          STATION DESCRIPTION
 QX0297
 QX0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0297'8.5 MI N FROM 320 RANCH.
 QX0297'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE ENTRANCE TO THE
 QX0297'320 RANCH, FORMERLY ELDRIDGE, IN SECTION 21, T 7 S, R 4 E, 56 FEET
 QX0297'WEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER
 QX0297'LINE OF A TRAIL ROAD LEADING WEST, 29 FEET EAST OF TELEPHONE POLE
 QX0297'NUMBER 6, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 QX0297'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 QX0297'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0254 ***********************************************************************
 TL0254  DESIGNATION -  J 11
 TL0254  PID         -  TL0254
 TL0254  STATE/COUNTY-  MT/PONDERA
 TL0254  USGS QUAD   -  CONRAD SW (1967)
 TL0254
 TL0254                         *CURRENT SURVEY CONTROL
 TL0254  ___________________________________________________________________
 TL0254* NAD 83(1986)-  48 06 27.     (N)    111 54 26.     (W)     SCALED    
 TL0254* NAVD 88     -      1104.991  (meters)    3625.29   (feet)  POSTED    
 TL0254  ___________________________________________________________________
 TL0254  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 TL0254  DYNAMIC HT  -        1104.990 (meters)    3625.29  (feet)  COMP
 TL0254  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 TL0254
 TL0254  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0254
 TL0254.The horizontal coordinates were scaled from a topographic map and have
 TL0254.an estimated accuracy of +/- 6 seconds.
 TL0254
 TL0254.The orthometric height was determined by differential leveling
 TL0254.and adjusted by the National Geodetic Survey in 1992..
 TL0254.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0254.rate of 0.0 thru 1.0 mm/km.
 TL0254
 TL0254.The geoid height was determined by GEOID03.
 TL0254
 TL0254.The dynamic height is computed by dividing the NAVD 88
 TL0254.geopotential number by the normal gravity value computed on the
 TL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0254.degrees latitude (g = 980.6199 gals.).
 TL0254
 TL0254.The modeled gravity was interpolated from observed gravity values.
 TL0254
 TL0254;                    North         East    Units  Estimated Accuracy
 TL0254;SPC MT       -   431,400.      420,840.      MT  (+/- 180 meters Scaled)
 TL0254
 TL0254                          SUPERSEDED SURVEY CONTROL
 TL0254
 TL0254  NGVD 29 (??/??/92) 1104.029  (m)         3622.14   (f) ADJ UNCH    1 2
 TL0254
 TL0254.Superseded values are not recommended for survey control.
 TL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0254.See file dsdata.txt to determine how the superseded data were derived.
 TL0254
 TL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU324286(NAD 83)
 TL0254_MARKER: DB = BENCH MARK DISK
 TL0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0254_STAMPING: 3622.135 J 11
 TL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0254+STABILITY: SURFACE MOTION
 TL0254
 TL0254  HISTORY     - Date     Condition        Report By
 TL0254  HISTORY     - UNK      MONUMENTED       CGS
 TL0254  HISTORY     - 1934     GOOD             NGS
 TL0254  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0254  HISTORY     - 1978     MARK NOT FOUND   NGS
 TL0254
 TL0254                          STATION DESCRIPTION
 TL0254
 TL0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0254'IN WITHEY.
 TL0254'AT WITHEY, PONDERA COUNTY, ON THE GREAT NORTHERN RAILWAY, AT MILEAGE
 TL0254'61.6, AT THE STATION SIGN, AND ABOUT 50 FEET WEST OF THE TRACK.  A
 TL0254'STANDARD DISK, STAMPED 3622.135 J 11 AND SET IN THE TOP OF A STONE
 TL0254'POST.
 TL0254
 TL0254                          STATION RECOVERY (1967)
 TL0254
 TL0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0254'MARK NOT FOUND.
 TL0254
 TL0254                          STATION RECOVERY (1978)
 TL0254
 TL0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TL0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1156 ***********************************************************************
 SS1156  DESIGNATION -  J 11 Q
 SS1156  PID         -  SS1156
 SS1156  STATE/COUNTY-  MT/TETON
 SS1156  USGS QUAD   -  DUTTON (1987)
 SS1156
 SS1156                         *CURRENT SURVEY CONTROL
 SS1156  ___________________________________________________________________
 SS1156* NAD 83(1986)-  47 48 36.     (N)    111 38 41.     (W)     SCALED    
 SS1156* NAVD 88     -      1139.309  (meters)    3737.88   (feet)  ADJUSTED  
 SS1156  ___________________________________________________________________
 SS1156  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SS1156  DYNAMIC HT  -        1139.257 (meters)    3737.71  (feet)  COMP
 SS1156  MODELED GRAV-     980,527.1   (mgal)                       NAVD 88
 SS1156
 SS1156  VERT ORDER  -  FIRST     CLASS II
 SS1156
 SS1156.The horizontal coordinates were scaled from a topographic map and have
 SS1156.an estimated accuracy of +/- 6 seconds.
 SS1156
 SS1156.The orthometric height was determined by differential leveling
 SS1156.and adjusted by the National Geodetic Survey in June 1991..
 SS1156
 SS1156.The geoid height was determined by GEOID03.
 SS1156
 SS1156.The dynamic height is computed by dividing the NAVD 88
 SS1156.geopotential number by the normal gravity value computed on the
 SS1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1156.degrees latitude (g = 980.6199 gals.).
 SS1156
 SS1156.The modeled gravity was interpolated from observed gravity values.
 SS1156
 SS1156;                    North         East    Units  Estimated Accuracy
 SS1156;SPC MT       -   397,780.      439,470.      MT  (+/- 180 meters Scaled)
 SS1156
 SS1156                          SUPERSEDED SURVEY CONTROL
 SS1156
 SS1156  NGVD 29 (??/??/92) 1138.371  (m)         3734.81   (f) ADJ UNCH    1 2
 SS1156
 SS1156.Superseded values are not recommended for survey control.
 SS1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1156.See file dsdata.txt to determine how the superseded data were derived.
 SS1156
 SS1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT517953(NAD 83)
 SS1156_MARKER: DS = TRIANGULATION STATION DISK
 SS1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1156_STAMPING: J 11 Q 1961
 SS1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1156+STABILITY: SURFACE MOTION
 SS1156
 SS1156  HISTORY     - Date     Condition        Report By
 SS1156  HISTORY     - 1961     MONUMENTED       CGS
 SS1156  HISTORY     - 1979     GOOD             NGS
 SS1156
 SS1156                          STATION DESCRIPTION
 SS1156
 SS1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1156'4.9 MI SE FROM DUTTON.
 SS1156'3.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1156'AT DUTTON, THENCE 1.05 MILES EAST ALONG A COUNTY ROAD, THENCE 0.25
 SS1156'MILES SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL HILL, 31 FEET
 SS1156'EAST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH OF J 11 Q R.M.1, 48
 SS1156'FEET EAST-SOUTHEAST OF AND ACROSS THE ROAD FROM J 11 Q R.M.2, 3 1/2
 SS1156'FEET NORTH OF A POWER LINE POLE WITH A TRIANGULAR BLAZE, ABOUT 1/2
 SS1156'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS1156'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SS1156
 SS1156                          STATION RECOVERY (1979)
 SS1156
 SS1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1156'DELETE=3.5 FEET NORTH OF A POWER POLE WITH A TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1157 ***********************************************************************
 SS1157  DESIGNATION -  J 11 Q RM 1
 SS1157  PID         -  SS1157
 SS1157  STATE/COUNTY-  MT/TETON
 SS1157  USGS QUAD   -  DUTTON (1987)
 SS1157
 SS1157                         *CURRENT SURVEY CONTROL
 SS1157  ___________________________________________________________________
 SS1157* NAD 83(1986)-  47 48 35.     (N)    111 38 41.     (W)     SCALED    
 SS1157* NAVD 88     -      1139.130  (meters)    3737.30   (feet)  ADJUSTED  
 SS1157  ___________________________________________________________________
 SS1157  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 SS1157  DYNAMIC HT  -        1139.078 (meters)    3737.13  (feet)  COMP
 SS1157  MODELED GRAV-     980,527.1   (mgal)                       NAVD 88
 SS1157
 SS1157  VERT ORDER  -  FIRST     CLASS II
 SS1157
 SS1157.The horizontal coordinates were scaled from a topographic map and have
 SS1157.an estimated accuracy of +/- 6 seconds.
 SS1157
 SS1157.The orthometric height was determined by differential leveling
 SS1157.and adjusted by the National Geodetic Survey in June 1991..
 SS1157.WARNING-Repeat measurements at this control monument indicate possible
 SS1157.vertical movement.
 SS1157
 SS1157.The geoid height was determined by GEOID03.
 SS1157
 SS1157.The dynamic height is computed by dividing the NAVD 88
 SS1157.geopotential number by the normal gravity value computed on the
 SS1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1157.degrees latitude (g = 980.6199 gals.).
 SS1157
 SS1157.The modeled gravity was interpolated from observed gravity values.
 SS1157
 SS1157;                    North         East    Units  Estimated Accuracy
 SS1157;SPC MT       -   397,750.      439,460.      MT  (+/- 180 meters Scaled)
 SS1157
 SS1157                          SUPERSEDED SURVEY CONTROL
 SS1157
 SS1157  NGVD 29 (??/??/92) 1138.147  (m)         3734.07   (f) ADJ UNCH    1 2
 SS1157
 SS1157.Superseded values are not recommended for survey control.
 SS1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1157.See file dsdata.txt to determine how the superseded data were derived.
 SS1157
 SS1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT517953(NAD 83)
 SS1157_MARKER: DR = REFERENCE MARK DISK
 SS1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1157_STAMPING: J 11 Q NO. 1 1961
 SS1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1157+STABILITY: SURFACE MOTION
 SS1157
 SS1157  HISTORY     - Date     Condition        Report By
 SS1157  HISTORY     - 1961     MONUMENTED       CGS
 SS1157  HISTORY     - 1979     GOOD             NGS
 SS1157
 SS1157                          STATION DESCRIPTION
 SS1157
 SS1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1157'4.9 MI SE FROM DUTTON.
 SS1157'3.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1157'AT DUTTON, THENCE 1.05 MILES EAST ALONG A COUNTY ROAD, THENCE 0.25
 SS1157'MILES SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL HILL, 31 FEET
 SS1157'EAST OF THE CENTER LINE OF THE ROAD, 57 FEET SOUTHEAST OF AND ACROSS
 SS1157'THE ROAD FROM J 11 Q R.M. 2, 21 FEET SOUTH OF J 11 Q, 18 FEET SOUTH OF
 SS1157'A POWER LINE POLE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 SS1157'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS1157'0.3 FOOT ABOVE THE GROUND.
 SS1157
 SS1157                          STATION RECOVERY (1979)
 SS1157
 SS1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS1157'DELETE=18 FEET SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0042 ***********************************************************************
 ST0042  DESIGNATION -  J 111
 ST0042  PID         -  ST0042
 ST0042  STATE/COUNTY-  MT/TETON
 ST0042  USGS QUAD   -  CHOTEAU (1987)
 ST0042
 ST0042                         *CURRENT SURVEY CONTROL
 ST0042  ___________________________________________________________________
 ST0042* NAD 83(1986)-  47 45 04.     (N)    112 13 12.     (W)     SCALED    
 ST0042* NAVD 88     -      1222.447  (meters)    4010.64   (feet)  ADJUSTED  
 ST0042  ___________________________________________________________________
 ST0042  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 ST0042  DYNAMIC HT  -        1222.350 (meters)    4010.33  (feet)  COMP
 ST0042  MODELED GRAV-     980,490.6   (mgal)                       NAVD 88
 ST0042
 ST0042  VERT ORDER  -  SECOND    CLASS 0
 ST0042
 ST0042.The horizontal coordinates were scaled from a topographic map and have
 ST0042.an estimated accuracy of +/- 6 seconds.
 ST0042
 ST0042.The orthometric height was determined by differential leveling
 ST0042.and adjusted by the National Geodetic Survey in June 1991..
 ST0042
 ST0042.The geoid height was determined by GEOID03.
 ST0042
 ST0042.The dynamic height is computed by dividing the NAVD 88
 ST0042.geopotential number by the normal gravity value computed on the
 ST0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0042.degrees latitude (g = 980.6199 gals.).
 ST0042
 ST0042.The modeled gravity was interpolated from observed gravity values.
 ST0042
 ST0042;                    North         East    Units  Estimated Accuracy
 ST0042;SPC MT       -   392,580.      396,190.      MT  (+/- 180 meters Scaled)
 ST0042
 ST0042                          SUPERSEDED SURVEY CONTROL
 ST0042
 ST0042  NGVD 29 (??/??/92) 1221.476  (m)         4007.46   (f) ADJ UNCH    2 0
 ST0042
 ST0042.Superseded values are not recommended for survey control.
 ST0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0042.See file dsdata.txt to determine how the superseded data were derived.
 ST0042
 ST0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT085893(NAD 83)
 ST0042_MARKER: DB = BENCH MARK DISK
 ST0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0042_STAMPING: J 111 1934
 ST0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0042+STABILITY: SURFACE MOTION
 ST0042
 ST0042  HISTORY     - Date     Condition        Report By
 ST0042  HISTORY     - 1934     MONUMENTED       CGS
 ST0042  HISTORY     - 1961     GOOD             NGS
 ST0042
 ST0042                          STATION DESCRIPTION
 ST0042
 ST0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0042'5.0 MI S FROM CHOTEAU.
 ST0042'5.0 MILES SOUTH ALONG STATE HIGHWAY FROM THE COURTHOUSE AT CHOTEAU,
 ST0042'0.1 MILE NORTHEAST OF THE TOP OF A RIDGE, 210 FEET NORTHWEST OF THE
 ST0042'CENTER LINE OF THE HIGHWAY, 57 YARDS NORTH OF THE NORTHEAST END OF A
 ST0042'SNOW FENCE, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD ROAD,
 ST0042'ABOUT 12 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 ST0042'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0063 ***********************************************************************
 ST0063  DESIGNATION -  J 112
 ST0063  PID         -  ST0063
 ST0063  STATE/COUNTY-  MT/TETON
 ST0063  USGS QUAD   -  BYNUM (1987)
 ST0063
 ST0063                         *CURRENT SURVEY CONTROL
 ST0063  ___________________________________________________________________
 ST0063* NAD 83(1986)-  47 56 53.     (N)    112 17 28.     (W)     SCALED    
 ST0063* NAVD 88     -      1206.550  (meters)    3958.49   (feet)  ADJUSTED  
 ST0063  ___________________________________________________________________
 ST0063  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 ST0063  DYNAMIC HT  -        1206.498 (meters)    3958.32  (feet)  COMP
 ST0063  MODELED GRAV-     980,526.3   (mgal)                       NAVD 88
 ST0063
 ST0063  VERT ORDER  -  SECOND    CLASS 0
 ST0063
 ST0063.The horizontal coordinates were scaled from a topographic map and have
 ST0063.an estimated accuracy of +/- 6 seconds.
 ST0063
 ST0063.The orthometric height was determined by differential leveling
 ST0063.and adjusted by the National Geodetic Survey in June 1991..
 ST0063
 ST0063.The geoid height was determined by GEOID03.
 ST0063
 ST0063.The dynamic height is computed by dividing the NAVD 88
 ST0063.geopotential number by the normal gravity value computed on the
 ST0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0063.degrees latitude (g = 980.6199 gals.).
 ST0063
 ST0063.The modeled gravity was interpolated from observed gravity values.
 ST0063
 ST0063;                    North         East    Units  Estimated Accuracy
 ST0063;SPC MT       -   414,640.      391,650.      MT  (+/- 180 meters Scaled)
 ST0063
 ST0063                          SUPERSEDED SURVEY CONTROL
 ST0063
 ST0063  NGVD 29 (??/??/92) 1205.565  (m)         3955.26   (f) ADJ UNCH    2 0
 ST0063
 ST0063.Superseded values are not recommended for survey control.
 ST0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0063.See file dsdata.txt to determine how the superseded data were derived.
 ST0063
 ST0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU035113(NAD 83)
 ST0063_MARKER: DB = BENCH MARK DISK
 ST0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0063_STAMPING: J 112 1934
 ST0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0063+STABILITY: SURFACE MOTION
 ST0063
 ST0063  HISTORY     - Date     Condition        Report By
 ST0063  HISTORY     - 1934     MONUMENTED       CGS
 ST0063  HISTORY     - 1957     POOR             NGS
 ST0063
 ST0063                          STATION DESCRIPTION
 ST0063
 ST0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 ST0063'2.4 MI S FROM CHOTEAU.
 ST0063'2.4 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 ST0063'BYNUM, TETON COUNTY, AT MILEPOST 40, 47 FEET WEST OF THE CENTERLINE OF
 ST0063'THE TRACK, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ST0063'DISK, STAMPED J 112 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 ST0063'THE CORNER OF THIS CONCRETE POST HAS BEEN BROKEN OFF.  THE CAP IS
 ST0063'UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0281 ***********************************************************************
 TL0281  DESIGNATION -  J 113
 TL0281  PID         -  TL0281
 TL0281  STATE/COUNTY-  MT/PONDERA
 TL0281  USGS QUAD   -  CONRAD (1967)
 TL0281
 TL0281                         *CURRENT SURVEY CONTROL
 TL0281  ___________________________________________________________________
 TL0281* NAD 83(1986)-  48 10 04.     (N)    111 56 44.     (W)     SCALED    
 TL0281* NAVD 88     -      1071.103  (meters)    3514.11   (feet)  POSTED    
 TL0281  ___________________________________________________________________
 TL0281  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 TL0281  DYNAMIC HT  -        1071.120 (meters)    3514.17  (feet)  COMP
 TL0281  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 TL0281
 TL0281  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TL0281
 TL0281.The horizontal coordinates were scaled from a topographic map and have
 TL0281.an estimated accuracy of +/- 6 seconds.
 TL0281
 TL0281.The orthometric height was determined by differential leveling
 TL0281.and adjusted by the National Geodetic Survey in 1992..
 TL0281.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TL0281.rate of 2.1 thru 3.0 mm/km.
 TL0281
 TL0281.The geoid height was determined by GEOID03.
 TL0281
 TL0281.The dynamic height is computed by dividing the NAVD 88
 TL0281.geopotential number by the normal gravity value computed on the
 TL0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0281.degrees latitude (g = 980.6199 gals.).
 TL0281
 TL0281.The modeled gravity was interpolated from observed gravity values.
 TL0281
 TL0281;                    North         East    Units  Estimated Accuracy
 TL0281;SPC MT       -   438,180.      418,200.      MT  (+/- 180 meters Scaled)
 TL0281
 TL0281                          SUPERSEDED SURVEY CONTROL
 TL0281
 TL0281  NGVD 29 (??/??/92) 1070.152  (m)         3510.99   (f) ADJ UNCH    2 0
 TL0281
 TL0281.Superseded values are not recommended for survey control.
 TL0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0281.See file dsdata.txt to determine how the superseded data were derived.
 TL0281
 TL0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU296353(NAD 83)
 TL0281_MARKER: DB = BENCH MARK DISK
 TL0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0281_STAMPING: J 113 1934
 TL0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0281+STABILITY: SURFACE MOTION
 TL0281
 TL0281  HISTORY     - Date     Condition        Report By
 TL0281  HISTORY     - 1934     MONUMENTED       CGS
 TL0281  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0281
 TL0281                          STATION DESCRIPTION
 TL0281
 TL0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0281'IN CONRAD.
 TL0281'AT CONRAD, PONDERA COUNTY, ON THE GREAT NORTHERN RAILWAY, 19 FEET
 TL0281'SOUTH OF THE RAILROAD WATER TANK, AND 25 FEET WEST OF THE CENTERLINE
 TL0281'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED J 113 1934 AND SET IN THE
 TL0281'TOP OF A CONCRETE POST.
 TL0281
 TL0281                          STATION RECOVERY (1967)
 TL0281
 TL0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0062 ***********************************************************************
 PZ0062  DESIGNATION -  J 118
 PZ0062  PID         -  PZ0062
 PZ0062  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0062  USGS QUAD   -  ANTELOPE PEAK (1968)
 PZ0062
 PZ0062                         *CURRENT SURVEY CONTROL
 PZ0062  ___________________________________________________________________
 PZ0062* NAD 83(1986)-  44 40 46.     (N)    112 06 01.     (W)     SCALED    
 PZ0062* NAVD 88     -      2043.306  (meters)    6703.75   (feet)  ADJUSTED  
 PZ0062  ___________________________________________________________________
 PZ0062  GEOID HEIGHT-          -9.56  (meters)                     GEOID03
 PZ0062  DYNAMIC HT  -        2042.173 (meters)    6700.03  (feet)  COMP
 PZ0062  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 PZ0062
 PZ0062  VERT ORDER  -  SECOND    CLASS 0
 PZ0062
 PZ0062.The horizontal coordinates were scaled from a topographic map and have
 PZ0062.an estimated accuracy of +/- 6 seconds.
 PZ0062
 PZ0062.The orthometric height was determined by differential leveling
 PZ0062.and adjusted by the National Geodetic Survey in June 1991..
 PZ0062
 PZ0062.The geoid height was determined by GEOID03.
 PZ0062
 PZ0062.The dynamic height is computed by dividing the NAVD 88
 PZ0062.geopotential number by the normal gravity value computed on the
 PZ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0062.degrees latitude (g = 980.6199 gals.).
 PZ0062
 PZ0062.The modeled gravity was interpolated from observed gravity values.
 PZ0062
 PZ0062;                    North         East    Units  Estimated Accuracy
 PZ0062;SPC MT       -    51,160.      393,830.      MT  (+/- 180 meters Scaled)
 PZ0062
 PZ0062                          SUPERSEDED SURVEY CONTROL
 PZ0062
 PZ0062  NGVD 29 (??/??/92) 2041.951  (m)         6699.30   (f) ADJ UNCH    2 0
 PZ0062
 PZ0062.Superseded values are not recommended for survey control.
 PZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0062.See file dsdata.txt to determine how the superseded data were derived.
 PZ0062
 PZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ127479(NAD 83)
 PZ0062_MARKER: DB = BENCH MARK DISK
 PZ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0062_STAMPING: J 118 1934
 PZ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0062+STABILITY: SURFACE MOTION
 PZ0062
 PZ0062  HISTORY     - Date     Condition        Report By
 PZ0062  HISTORY     - 1934     MONUMENTED       CGS
 PZ0062  HISTORY     - 1964     GOOD             NGS
 PZ0062
 PZ0062                          STATION DESCRIPTION
 PZ0062
 PZ0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0062'20.5 MI NW FROM LAKEVIEW.
 PZ0062'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PZ0062'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PZ0062'DIRT ROAD, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.9
 PZ0062'MILES NORTH ALONG A GRADED DIRT ROAD, ON THE SOUTH SLOPE OF A HILL, 24
 PZ0062'FEET WEST OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTH OF THE WEST
 PZ0062'END OF A 36-INCH METAL CULVERT, 12 FEET NORTH OF A GATE ACROSS THE
 PZ0062'ENTRANCE TO A FIELD, 3 FEET WEST OF A FENCE, 2 FEET BELOW THE LEVEL OF
 PZ0062'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0373 ***********************************************************************
 RU0373  DESIGNATION -  J 120
 RU0373  PID         -  RU0373
 RU0373  STATE/COUNTY-  MT/YELLOWSTONE
 RU0373  USGS QUAD   -  MEXICAN BUTTES (1980)
 RU0373
 RU0373                         *CURRENT SURVEY CONTROL
 RU0373  ___________________________________________________________________
 RU0373* NAD 83(1986)-  46 16 07.     (N)    107 38 52.     (W)     SCALED    
 RU0373* NAVD 88     -      1043.227  (meters)    3422.65   (feet)  POSTED    
 RU0373  ___________________________________________________________________
 RU0373  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 RU0373  DYNAMIC HT  -        1043.090 (meters)    3422.20  (feet)  COMP
 RU0373  MODELED GRAV-     980,446.2   (mgal)                       NAVD 88
 RU0373
 RU0373  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RU0373
 RU0373.The horizontal coordinates were scaled from a topographic map and have
 RU0373.an estimated accuracy of +/- 6 seconds.
 RU0373
 RU0373.The orthometric height was determined by differential leveling
 RU0373.and adjusted by the National Geodetic Survey in 1992..
 RU0373.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RU0373.rate of 0.0 thru 1.0 mm/km.
 RU0373
 RU0373.The geoid height was determined by GEOID03.
 RU0373
 RU0373.The dynamic height is computed by dividing the NAVD 88
 RU0373.geopotential number by the normal gravity value computed on the
 RU0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0373.degrees latitude (g = 980.6199 gals.).
 RU0373
 RU0373.The modeled gravity was interpolated from observed gravity values.
 RU0373
 RU0373;                    North         East    Units  Estimated Accuracy
 RU0373;SPC MT       -   226,010.      742,700.      MT  (+/- 180 meters Scaled)
 RU0373
 RU0373                          SUPERSEDED SURVEY CONTROL
 RU0373
 RU0373  NGVD 29 (??/??/92) 1042.566  (m)         3420.49   (f) ADJ UNCH    2 0
 RU0373
 RU0373.Superseded values are not recommended for survey control.
 RU0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0373.See file dsdata.txt to determine how the superseded data were derived.
 RU0373
 RU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM959273(NAD 83)
 RU0373_MARKER: DB = BENCH MARK DISK
 RU0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0373_STAMPING: J 120 1934
 RU0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0373+STABILITY: SURFACE MOTION
 RU0373
 RU0373  HISTORY     - Date     Condition        Report By
 RU0373  HISTORY     - 1934     MONUMENTED       CGS
 RU0373  HISTORY     - 1975     MARK NOT FOUND   USGS
 RU0373
 RU0373                          STATION DESCRIPTION
 RU0373
 RU0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0373'11.9 MI N FROM CUSTER.
 RU0373'11.9 MILES NORTH ALONG THE ROAD TO MELSTONE FROM CUSTER, YELLOWSTONE
 RU0373'COUNTY, 200 YARDS NORTH OF AN ABANDONED FARMHOUSE, 12 FEET WEST OF A
 RU0373'GATE IN A FENCE, AT A CURVE IN THE ROAD NORTHWEST, 33 FEET NORTH OF
 RU0373'THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND
 RU0373'SET IN THE TOP OF A CONCRETE POST.
 RU0373
 RU0373                          STATION RECOVERY (1975)
 RU0373
 RU0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RU0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0026 ***********************************************************************
 RV0026  DESIGNATION -  J 122
 RV0026  PID         -  RV0026
 RV0026  STATE/COUNTY-  MT/MUSSELSHELL
 RV0026  USGS QUAD   -  MUSSELSHELL (1963)
 RV0026
 RV0026                         *CURRENT SURVEY CONTROL
 RV0026  ___________________________________________________________________
 RV0026* NAD 83(1986)-  46 31 17.     (N)    108 06 50.     (W)     SCALED    
 RV0026* NAVD 88     -       914.689  (meters)    3000.94   (feet)  ADJUSTED  
 RV0026  ___________________________________________________________________
 RV0026  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 RV0026  DYNAMIC HT  -         914.598 (meters)    3000.64  (feet)  COMP
 RV0026  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 RV0026
 RV0026  VERT ORDER  -  SECOND    CLASS 0
 RV0026
 RV0026.The horizontal coordinates were scaled from a topographic map and have
 RV0026.an estimated accuracy of +/- 6 seconds.
 RV0026
 RV0026.The orthometric height was determined by differential leveling
 RV0026.and adjusted by the National Geodetic Survey in June 1991..
 RV0026
 RV0026.The geoid height was determined by GEOID03.
 RV0026
 RV0026.The dynamic height is computed by dividing the NAVD 88
 RV0026.geopotential number by the normal gravity value computed on the
 RV0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0026.degrees latitude (g = 980.6199 gals.).
 RV0026
 RV0026.The modeled gravity was interpolated from observed gravity values.
 RV0026
 RV0026;                    North         East    Units  Estimated Accuracy
 RV0026;SPC MT       -   253,340.      706,290.      MT  (+/- 180 meters Scaled)
 RV0026
 RV0026                          SUPERSEDED SURVEY CONTROL
 RV0026
 RV0026  NGVD 29 (??/??/92)  913.987  (m)         2998.64   (f) ADJ UNCH    2 0
 RV0026
 RV0026.Superseded values are not recommended for survey control.
 RV0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0026.See file dsdata.txt to determine how the superseded data were derived.
 RV0026
 RV0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS213560(NAD 83)
 RV0026_MARKER: DB = BENCH MARK DISK
 RV0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0026_STAMPING: J 122 1934
 RV0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0026+STABILITY: SURFACE MOTION
 RV0026
 RV0026  HISTORY     - Date     Condition        Report By
 RV0026  HISTORY     - 1934     MONUMENTED       CGS
 RV0026  HISTORY     - 1963     GOOD             USGS
 RV0026
 RV0026                          STATION DESCRIPTION
 RV0026
 RV0026'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RV0026'1.1 MI W FROM MUSSELSHELL.
 RV0026'ABOUT 1.1 MILES WEST ALONG THE OMST. P AND P RR FROM MUSSELSHELL,
 RV0026'MUSSELSHELL COUNTY, ABOUT 2 1/2 POLES WEST OF MILE POST 1244, 22 MILES
 RV0026'WEST OF THE CENTERLINE OF A ROAD CROSSING 45 MILES NORTH OF THE
 RV0026'CENTERLINE AT THE MAIN TRACK, 56 MILES SOUTH OF THE CENTERLINE OF U.S.
 RV0026'HIGHWAY 12, 5 FEET SOUTH OF THE ROW FENCE.  A STANDARD DISK, STAMPED J
 RV0026'122 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0268 ***********************************************************************
 RV0268  DESIGNATION -  J 123 RESET
 RV0268  PID         -  RV0268
 RV0268  STATE/COUNTY-  MT/WHEATLAND
 RV0268  USGS QUAD   -  HARLOWTON SW (1986)
 RV0268
 RV0268                         *CURRENT SURVEY CONTROL
 RV0268  ___________________________________________________________________
 RV0268* NAD 83(1986)-  46 16 26.     (N)    109 53 07.     (W)     SCALED    
 RV0268* NAVD 88     -      1466.31   (meters)    4810.7    (feet)  RESET     
 RV0268  ___________________________________________________________________
 RV0268  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 RV0268
 RV0268  VERT ORDER  -  THIRD
 RV0268
 RV0268.The horizontal coordinates were scaled from a topographic map and have
 RV0268.an estimated accuracy of +/- 6 seconds.
 RV0268
 RV0268.The orthometric height was computed from unverified reset data.
 RV0268
 RV0268.The geoid height was determined by GEOID03.
 RV0268
 RV0268;                    North         East    Units  Estimated Accuracy
 RV0268;SPC MT       -   224,980.      570,320.      MT  (+/- 180 meters Scaled)
 RV0268
 RV0268                          SUPERSEDED SURVEY CONTROL
 RV0268
 RV0268.No superseded survey control is available for this station.
 RV0268
 RV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS858250(NAD 83)
 RV0268_MARKER: DB = BENCH MARK DISK
 RV0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0268_STAMPING: J 123 RESET 1941
 RV0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0268+STABILITY: SURFACE MOTION
 RV0268
 RV0268  HISTORY     - Date     Condition        Report By
 RV0268  HISTORY     - 1941     MONUMENTED       MTDH
 RV0268  HISTORY     - 1980     MARK NOT FOUND   USGS
 RV0268
 RV0268                          STATION DESCRIPTION
 RV0268
 RV0268'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1941
 RV0268'12.2 MI S FROM HARLOWTON.
 RV0268'12.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM HARLOWTON, WHEATLAND
 RV0268'COUNTY, 0.2 MILE SOUTH OF A COUNTRY SCHOOLHOUSE, IN THE NORTHEAST
 RV0268'QUARTER OF SECTION 18, T 6 N, R 15 E, AT STATION 1689+00, AND 50 FEET
 RV0268'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 123
 RV0268'RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
 RV0268
 RV0268                          STATION RECOVERY (1980)
 RV0268
 RV0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RV0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0034 ***********************************************************************
 RV0034  DESIGNATION -  J 124
 RV0034  PID         -  RV0034
 RV0034  STATE/COUNTY-  MT/YELLOWSTONE
 RV0034  USGS QUAD   -  NORTH FORK CROOKED CREEK EAST (1980)
 RV0034
 RV0034                         *CURRENT SURVEY CONTROL
 RV0034  ___________________________________________________________________
 RV0034* NAD 83(1986)-  46 03 28.     (N)    108 28 10.     (W)     SCALED    
 RV0034* NAVD 88     -      1023.836  (meters)    3359.04   (feet)  ADJUSTED  
 RV0034  ___________________________________________________________________
 RV0034  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 RV0034  DYNAMIC HT  -        1023.658 (meters)    3358.45  (feet)  COMP
 RV0034  MODELED GRAV-     980,405.6   (mgal)                       NAVD 88
 RV0034
 RV0034  VERT ORDER  -  SECOND    CLASS 0
 RV0034
 RV0034.The horizontal coordinates were scaled from a topographic map and have
 RV0034.an estimated accuracy of +/- 6 seconds.
 RV0034
 RV0034.The orthometric height was determined by differential leveling
 RV0034.and adjusted by the National Geodetic Survey in June 1991..
 RV0034
 RV0034.The geoid height was determined by GEOID03.
 RV0034
 RV0034.The dynamic height is computed by dividing the NAVD 88
 RV0034.geopotential number by the normal gravity value computed on the
 RV0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0034.degrees latitude (g = 980.6199 gals.).
 RV0034
 RV0034.The modeled gravity was interpolated from observed gravity values.
 RV0034
 RV0034;                    North         East    Units  Estimated Accuracy
 RV0034;SPC MT       -   201,420.      679,710.      MT  (+/- 180 meters Scaled)
 RV0034
 RV0034                          SUPERSEDED SURVEY CONTROL
 RV0034
 RV0034  NGVD 29 (??/??/92) 1023.061  (m)         3356.49   (f) ADJ UNCH    2 0
 RV0034
 RV0034.Superseded values are not recommended for survey control.
 RV0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0034.See file dsdata.txt to determine how the superseded data were derived.
 RV0034
 RV0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS957035(NAD 83)
 RV0034_MARKER: DB = BENCH MARK DISK
 RV0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0034_STAMPING: J 124 1934
 RV0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0034+STABILITY: SURFACE MOTION
 RV0034
 RV0034  HISTORY     - Date     Condition        Report By
 RV0034  HISTORY     - 1934     MONUMENTED       CGS
 RV0034  HISTORY     - 1974     MARK NOT FOUND   USGS
 RV0034
 RV0034                          STATION DESCRIPTION
 RV0034
 RV0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0034'9.1 MI S FROM THIRTY MILE INN.
 RV0034'IN YELLOWSTONE COUNTY, 9.1 MILES SOUTH ALONG U. S. HIGHWAY 87 FROM
 RV0034'THIRTY MILE INN, MUSSELSHELL COUNTY, 200 YARDS NORTH OF A TURN FROM
 RV0034'NORTHWEST TO NORTH, 170 YARDS NORTHWEST OF THE INTERSECTION OF AN
 RV0034'EAST-AND-WEST FENCE AND THE RIGHT-OF-WAY FENCE, AND 60 FEET EAST OF
 RV0034'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 124 1934
 RV0034'AND SET IN THE TOP OF A CONCRETE POST.
 RV0034
 RV0034                          STATION RECOVERY (1974)
 RV0034
 RV0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RV0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0120 ***********************************************************************
 RV0120  DESIGNATION -  J 125
 RV0120  PID         -  RV0120
 RV0120  STATE/COUNTY-  MT/MUSSELSHELL
 RV0120  USGS QUAD   -  PIKE CREEK HILLS EAST (1986)
 RV0120
 RV0120                         *CURRENT SURVEY CONTROL
 RV0120  ___________________________________________________________________
 RV0120* NAD 83(1986)-  46 45 10.     (N)    108 36 16.     (W)     SCALED    
 RV0120* NAVD 88     -      1154.620  (meters)    3788.12   (feet)  ADJUSTED  
 RV0120  ___________________________________________________________________
 RV0120  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RV0120  DYNAMIC HT  -        1154.487 (meters)    3787.68  (feet)  COMP
 RV0120  MODELED GRAV-     980,457.7   (mgal)                       NAVD 88
 RV0120
 RV0120  VERT ORDER  -  SECOND    CLASS 0
 RV0120
 RV0120.The horizontal coordinates were scaled from a topographic map and have
 RV0120.an estimated accuracy of +/- 6 seconds.
 RV0120
 RV0120.The orthometric height was determined by differential leveling
 RV0120.and adjusted by the National Geodetic Survey in June 1991..
 RV0120
 RV0120.The geoid height was determined by GEOID03.
 RV0120
 RV0120.The dynamic height is computed by dividing the NAVD 88
 RV0120.geopotential number by the normal gravity value computed on the
 RV0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0120.degrees latitude (g = 980.6199 gals.).
 RV0120
 RV0120.The modeled gravity was interpolated from observed gravity values.
 RV0120
 RV0120;                    North         East    Units  Estimated Accuracy
 RV0120;SPC MT       -   278,500.      668,380.      MT  (+/- 180 meters Scaled)
 RV0120
 RV0120                          SUPERSEDED SURVEY CONTROL
 RV0120
 RV0120  NGVD 29 (??/??/92) 1153.838  (m)         3785.55   (f) ADJ UNCH    2 0
 RV0120
 RV0120.Superseded values are not recommended for survey control.
 RV0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0120.See file dsdata.txt to determine how the superseded data were derived.
 RV0120
 RV0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS829804(NAD 83)
 RV0120_MARKER: DB = BENCH MARK DISK
 RV0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0120_STAMPING: J 125 1934
 RV0120_MARK LOGO: CGS   
 RV0120_MAGNETIC: N = NO MAGNETIC MATERIAL
 RV0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0120+STABILITY: SURFACE MOTION
 RV0120
 RV0120  HISTORY     - Date     Condition        Report By
 RV0120  HISTORY     - 1934     MONUMENTED       CGS
 RV0120  HISTORY     - 19990630 GOOD             MTDOT
 RV0120
 RV0120                          STATION DESCRIPTION
 RV0120
 RV0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0120'13.6 MI SE FROM BATTRICK.
 RV0120'IN MUSSELSHELL COUNTY, 13.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM
 RV0120'BATTRICK, FERGUS COUNTRY, 100 FEET NORTH OF THE INTERSECTION OF AN
 RV0120'EAST-AND-WEST FENCE AND THE RIGHT-OF-WAY FENCE, 42 FEET WEST OF THE
 RV0120'CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 RV0120'A STANDARD DISK, STAMPED J 125 1934 AND SET IN THE TOP OF A CONCRETE
 RV0120'POST.
 RV0120
 RV0120                          STATION RECOVERY (1999)
 RV0120
 RV0120'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1999
 RV0120'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0057 ***********************************************************************
 RW0057  DESIGNATION -  J 126
 RW0057  PID         -  RW0057
 RW0057  STATE/COUNTY-  MT/WHEATLAND
 RW0057  USGS QUAD   -  TWODOT (1972)
 RW0057
 RW0057                         *CURRENT SURVEY CONTROL
 RW0057  ___________________________________________________________________
 RW0057* NAD 83(1986)-  46 26 33.     (N)    110 00 41.     (W)     SCALED    
 RW0057* NAVD 88     -      1326.975  (meters)    4353.58   (feet)  ADJUSTED  
 RW0057  ___________________________________________________________________
 RW0057  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 RW0057  DYNAMIC HT  -        1326.675 (meters)    4352.60  (feet)  COMP
 RW0057  MODELED GRAV-     980,341.5   (mgal)                       NAVD 88
 RW0057
 RW0057  VERT ORDER  -  SECOND    CLASS 0
 RW0057
 RW0057.The horizontal coordinates were scaled from a topographic map and have
 RW0057.an estimated accuracy of +/- 6 seconds.
 RW0057
 RW0057.The orthometric height was determined by differential leveling
 RW0057.and adjusted by the National Geodetic Survey in June 1991..
 RW0057
 RW0057.The geoid height was determined by GEOID03.
 RW0057
 RW0057.The dynamic height is computed by dividing the NAVD 88
 RW0057.geopotential number by the normal gravity value computed on the
 RW0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0057.degrees latitude (g = 980.6199 gals.).
 RW0057
 RW0057.The modeled gravity was interpolated from observed gravity values.
 RW0057
 RW0057;                    North         East    Units  Estimated Accuracy
 RW0057;SPC MT       -   243,770.      560,730.      MT  (+/- 180 meters Scaled)
 RW0057
 RW0057                          SUPERSEDED SURVEY CONTROL
 RW0057
 RW0057  NGVD 29 (??/??/92) 1326.005  (m)         4350.40   (f) ADJ UNCH    2 0
 RW0057
 RW0057.Superseded values are not recommended for survey control.
 RW0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0057.See file dsdata.txt to determine how the superseded data were derived.
 RW0057
 RW0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS759436(NAD 83)
 RW0057_MARKER: DB = BENCH MARK DISK
 RW0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0057_STAMPING: J 126 1934
 RW0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0057+STABILITY: SURFACE MOTION
 RW0057
 RW0057  HISTORY     - Date     Condition        Report By
 RW0057  HISTORY     - 1934     MONUMENTED       CGS
 RW0057
 RW0057                          STATION DESCRIPTION
 RW0057
 RW0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0057'3.3 MI E FROM TWODOT.
 RW0057'3.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0057'RAILROAD FROM THE STATION AT TWODOT, WHEATLAND COUNTY, 2.5 MILES WEST
 RW0057'OF VALENCIA, 40 FEET NORTHWEST OF BRIDGE NO. CC8, 24 FEET NORTH OF THE
 RW0057'MAIN LINE, AND 4 FEET WEST OF AN IRRIGATION DITCH FLOWING TO CULVERT
 RW0057'39.  A STANDARD DISK, STAMPED J 126 1934 AND SET IN THE TOP OF A
 RW0057'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0081 ***********************************************************************
 RW0081  DESIGNATION -  J 127
 RW0081  PID         -  RW0081
 RW0081  STATE/COUNTY-  MT/MEAGHER
 RW0081  USGS QUAD   -  RINGLING (1980)
 RW0081
 RW0081                         *CURRENT SURVEY CONTROL
 RW0081  ___________________________________________________________________
 RW0081* NAD 83(1999)-  46 16 58.10459(N)    110 46 19.60487(W)     ADJUSTED  
 RW0081* NAVD 88     -      1630.312  (meters)    5348.78   (feet)  ADJUSTED  
 RW0081  ___________________________________________________________________
 RW0081  X           -  -1,566,416.913 (meters)                     COMP
 RW0081  Y           -  -4,129,675.502 (meters)                     COMP
 RW0081  Z           -   4,588,198.594 (meters)                     COMP
 RW0081  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 RW0081  ELLIP HEIGHT-        1619.17  (meters)          (05/11/01) GPS OBS
 RW0081  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 RW0081  DYNAMIC HT  -        1629.800 (meters)    5347.10  (feet)  COMP
 RW0081  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 RW0081
 RW0081  HORZ ORDER  -  B
 RW0081  VERT ORDER  -  SECOND    CLASS 0
 RW0081  ELLP ORDER  -  FIFTH     CLASS I
 RW0081
 RW0081.The horizontal coordinates were established by GPS observations
 RW0081.and adjusted by the National Geodetic Survey in May 2001..
 RW0081.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RW0081.DATUM ITEM on the data sheet items page.
 RW0081
 RW0081.The orthometric height was determined by differential leveling
 RW0081.and adjusted by the National Geodetic Survey in June 1991..
 RW0081
 RW0081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RW0081
 RW0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0081
 RW0081.The ellipsoidal height was determined by GPS observations
 RW0081.and is referenced to NAD 83.
 RW0081
 RW0081.The geoid height was determined by GEOID03.
 RW0081
 RW0081.The dynamic height is computed by dividing the NAVD 88
 RW0081.geopotential number by the normal gravity value computed on the
 RW0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0081.degrees latitude (g = 980.6199 gals.).
 RW0081
 RW0081.The modeled gravity was interpolated from observed gravity values.
 RW0081
 RW0081;                    North         East     Units Scale Factor Converg.
 RW0081;SPC MT       -   226,693.405   502,017.187   MT  0.99947310   -0 55 50.0
 RW0081;SPC MT       -   743,744.77  1,647,038.02   iFT  0.99947310   -0 55 50.0
 RW0081;UTM  12      - 5,125,495.285   517,555.740   MT  0.99960379   +0 09 53.0
 RW0081
 RW0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0081!SPC MT       -   0.99974624  x   0.99947310  =   0.99921947
 RW0081!UTM  12      -   0.99974624  x   0.99960379  =   0.99935013
 RW0081
 RW0081                          SUPERSEDED SURVEY CONTROL
 RW0081
 RW0081  NAD 83(1992)-  46 16 58.10340(N)    110 46 19.60445(W) AD(       ) B
 RW0081  ELLIP H (05/20/97) 1619.26   (m)                       GP(       ) 3 2
 RW0081  NAVD 88 (05/20/97) 1630.31   (m)         5348.8    (f) LEVELING    3  
 RW0081  NGVD 29 (??/??/92) 1629.159  (m)         5345.00   (f) ADJ UNCH    2 0
 RW0081
 RW0081.Superseded values are not recommended for survey control.
 RW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0081.See file dsdata.txt to determine how the superseded data were derived.
 RW0081
 RW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS1755625495(NAD 83)
 RW0081_MARKER: DB = BENCH MARK DISK
 RW0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0081_STAMPING: J 127 1934
 RW0081_MARK LOGO: CGS   
 RW0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0081+STABILITY: SURFACE MOTION
 RW0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0081+SATELLITE: SATELLITE OBSERVATIONS - 1995
 RW0081
 RW0081  HISTORY     - Date     Condition        Report By
 RW0081  HISTORY     - 1934     MONUMENTED       CGS
 RW0081  HISTORY     - 1995     GOOD             MTDOT
 RW0081
 RW0081                          STATION DESCRIPTION
 RW0081
 RW0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0081'1.8 MI E FROM RINGLING.
 RW0081'1.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0081'RAILROAD FROM THE STATION AT RINGLING, MEAGHER COUNTY, 0.2 MILE WEST
 RW0081'OF NEW DORSEY, 27 FEET NORTHWEST OF MILEPOST 1391, 34 FEET NORTHWEST
 RW0081'OF THE TRACK, AND 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 RW0081'STANDARD DISK, STAMPED J 127 1934 AND SET IN THE TOP OF A CONCRETE
 RW0081'POST.
 RW0081
 RW0081                          STATION RECOVERY (1995)
 RW0081
 RW0081'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (BAL)
 RW0081'1.8 MILES EAST ALONG THE OLD ROAD BED OF AN ABANDONED RAILROAD TRACK
 RW0081'FROM THE OLD DEPOT AT RINGLING, MEAGHER COUNTY, 1.7 MILE EAST FROM
 RW0081'THE JUNCTION OF US HIGHWAY 89, 790.0 FT EAST OF AN OLD SEMAPHORE,
 RW0081'34.6 FT NORTH OF THE CENTER OF THE OLD RAILROAD BED, NOW A GRAVEL
 RW0081'ROAD, AND 2.0 FT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS ABOUT
 RW0081'8 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9698 ***********************************************************************
 AA9698  DESIGNATION -  J 128 RESET
 AA9698  PID         -  AA9698
 AA9698  STATE/COUNTY-  MT/PARK
 AA9698  USGS QUAD   -  CLYDE PARK (1981)
 AA9698
 AA9698                         *CURRENT SURVEY CONTROL
 AA9698  ___________________________________________________________________
 AA9698* NAD 83(1999)-  45 54 27.43364(N)    110 37 05.25303(W)     ADJUSTED  
 AA9698* NAVD 88     -      1481.85   (meters)    4861.7    (feet)  RESET     
 AA9698  ___________________________________________________________________
 AA9698  X           -  -1,565,859.435 (meters)                     COMP
 AA9698  Y           -  -4,161,903.276 (meters)                     COMP
 AA9698  Z           -   4,559,165.255 (meters)                     COMP
 AA9698  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AA9698  ELLIP HEIGHT-        1470.91  (meters)          (05/11/01) GPS OBS
 AA9698  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 AA9698
 AA9698  HORZ ORDER  -  B
 AA9698  VERT ORDER  -  THIRD
 AA9698  ELLP ORDER  -  FIFTH     CLASS I
 AA9698
 AA9698.The horizontal coordinates were established by GPS observations
 AA9698.and adjusted by the National Geodetic Survey in May 2001..
 AA9698.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA9698.DATUM ITEM on the data sheet items page.
 AA9698
 AA9698.The orthometric height was computed from unverified reset data.
 AA9698
 AA9698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9698
 AA9698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9698
 AA9698.The ellipsoidal height was determined by GPS observations
 AA9698.and is referenced to NAD 83.
 AA9698
 AA9698.The geoid height was determined by GEOID03.
 AA9698
 AA9698;                    North         East     Units Scale Factor Converg.
 AA9698;SPC MT       -   184,833.481   513,281.926   MT  0.99957668   -0 49 04.5
 AA9698;SPC MT       -   606,409.06  1,683,995.82   iFT  0.99957668   -0 49 04.5
 AA9698;UTM  12      - 5,083,854.465   529,618.564   MT  0.99961078   +0 16 27.4
 AA9698
 AA9698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9698!SPC MT       -   0.99976946  x   0.99957668  =   0.99934624
 AA9698!UTM  12      -   0.99976946  x   0.99961078  =   0.99938033
 AA9698
 AA9698                          SUPERSEDED SURVEY CONTROL
 AA9698
 AA9698  NAD 83(1992)-  45 54 27.43248(N)    110 37 05.25260(W) AD(       ) B
 AA9698  ELLIP H (05/20/97) 1470.99   (m)                       GP(       ) 3 2
 AA9698  NAVD 88 (05/20/97) 1481.85   (m)         4861.7    (f) LEVELING    3  
 AA9698
 AA9698.Superseded values are not recommended for survey control.
 AA9698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9698.See file dsdata.txt to determine how the superseded data were derived.
 AA9698
 AA9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR2961983854(NAD 83)
 AA9698_MARKER: I = METAL ROD
 AA9698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA9698_STAMPING: J 128 RESET 1995
 AA9698_MARK LOGO: NGS   
 AA9698_MAGNETIC: I = MARKER IS A STEEL ROD
 AA9698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9698+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9698
 AA9698  HISTORY     - Date     Condition        Report By
 AA9698  HISTORY     - 1995     MONUMENTED       NGS
 AA9698
 AA9698                          STATION DESCRIPTION
 AA9698
 AA9698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CWW)
 AA9698'LOCATED 2.0 MI (3.2 KM) NORTH OF CLYDE PARK, ALONG AN ABANDONED
 AA9698'RAILROAD BED AND AT AN ELECTRIC POWER SUB-STATION.  TO REACH FROM THE
 AA9698'SAINT MARGARETS CATHOLIC CHURCH, IN CLYDE PARK, GO NORTH ALONG U.S.
 AA9698'HIGHWAY 89 FOR 1.8 MI (2.9 KM) TO OHALLORAN ROAD ON THE LEFT.  TURN
 AA9698'LEFT AND GO WEST 0.1 MI (0.2 KM) TO A RAILROAD BRIDGE AND THE STATION
 AA9698'ON A HILL TO THE NORTH AND WEST OF THE RAILROAD BED.  THE STATION IS
 AA9698'120.0 FT (36.6 M) NORTH OF THE RAILROAD BRIDGE, 89.0 FT (27.1 M)
 AA9698'NORTHWEST OF THE RAILROAD BED, 66.9 FT (20.4 M) SOUTHEAST OF THE
 AA9698'SOUTHEAST CORNER OF THE FENCE AROUND THE SUB-STATION, 13.1 FT (4.0 M)
 AA9698'NORTHWEST OF A RIGHT OF WAY FENCE AND 3.0 FT (0.9 M) NORTHWEST OF A
 AA9698'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0129 ***********************************************************************
 RW0129  DESIGNATION -  J 129
 RW0129  PID         -  RW0129
 RW0129  STATE/COUNTY-  MT/MEAGHER
 RW0129  USGS QUAD   -  MOOSE MOUNTAIN (1995)
 RW0129
 RW0129                         *CURRENT SURVEY CONTROL
 RW0129  ___________________________________________________________________
 RW0129* NAD 83(1999)-  46 45 04.90135(N)    110 51 50.87414(W)     ADJUSTED  
 RW0129* NAVD 88     -      1763.286  (meters)    5785.05   (feet)  ADJUSTED  
 RW0129  ___________________________________________________________________
 RW0129  X           -  -1,559,616.654 (meters)                     COMP
 RW0129  Y           -  -4,091,916.867 (meters)                     COMP
 RW0129  Z           -   4,624,146.291 (meters)                     COMP
 RW0129  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 RW0129  ELLIP HEIGHT-        1752.16  (meters)          (04/23/04) GPS OBS
 RW0129  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 RW0129  DYNAMIC HT  -        1762.815 (meters)    5783.50  (feet)  COMP
 RW0129  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 RW0129
 RW0129  HORZ ORDER  -  B
 RW0129  VERT ORDER  -  SECOND    CLASS 0
 RW0129  ELLP ORDER  -  FOURTH    CLASS I
 RW0129
 RW0129.The horizontal coordinates were established by GPS observations
 RW0129.and adjusted by the National Geodetic Survey in April 2004..
 RW0129.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RW0129.DATUM ITEM on the data sheet items page.
 RW0129
 RW0129.The orthometric height was determined by differential leveling
 RW0129.and adjusted by the National Geodetic Survey in June 1991..
 RW0129
 RW0129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RW0129
 RW0129.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0129
 RW0129.The ellipsoidal height was determined by GPS observations
 RW0129.and is referenced to NAD 83.
 RW0129
 RW0129.The geoid height was determined by GEOID03.
 RW0129
 RW0129.The dynamic height is computed by dividing the NAVD 88
 RW0129.geopotential number by the normal gravity value computed on the
 RW0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0129.degrees latitude (g = 980.6199 gals.).
 RW0129
 RW0129.The modeled gravity was interpolated from observed gravity values.
 RW0129
 RW0129;                    North         East     Units Scale Factor Converg.
 RW0129;SPC MT       -   278,860.429   495,836.776   MT  0.99940298   -0 59 52.3
 RW0129;SPC MT       -   914,896.42  1,626,761.08   iFT  0.99940298   -0 59 52.3
 RW0129;UTM  12      - 5,177,543.379   510,377.286   MT  0.99960132   +0 05 56.3
 RW0129
 RW0129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0129!SPC MT       -   0.99972542  x   0.99940298  =   0.99912856
 RW0129!UTM  12      -   0.99972542  x   0.99960132  =   0.99932685
 RW0129
 RW0129                          SUPERSEDED SURVEY CONTROL
 RW0129
 RW0129  NAVD 88 (04/23/04) 1763.29   (m)         5785.1    (f) LEVELING    3  
 RW0129  NGVD 29 (??/??/92) 1762.185  (m)         5781.44   (f) ADJ UNCH    2 0
 RW0129
 RW0129.Superseded values are not recommended for survey control.
 RW0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0129.See file dsdata.txt to determine how the superseded data were derived.
 RW0129
 RW0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS1037777543(NAD 83)
 RW0129_MARKER: DB = BENCH MARK DISK
 RW0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0129_STAMPING: J 129 1934
 RW0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0129+STABILITY: SURFACE MOTION
 RW0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RW0129+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 RW0129
 RW0129  HISTORY     - Date     Condition        Report By
 RW0129  HISTORY     - 1934     MONUMENTED       CGS
 RW0129  HISTORY     - 20030829 GOOD             MTDOT
 RW0129
 RW0129                          STATION DESCRIPTION
 RW0129
 RW0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0129'17.5 MI N FROM WHITE SULPHUR SPRINGS.
 RW0129'17.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, AT
 RW0129'THE TOP OF A LONG GRADE ASCENDING FROM THE SOUTH, 100 YARDS SOUTHEAST
 RW0129'OF THE INTERSECTION OF AN EAST-AND-WEST FENCE AND THE RIGHT-OF-WAY
 RW0129'FENCE, 37 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE
 RW0129'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED J 129 1934 AND SET IN
 RW0129'THE TOP OF A CONCRETE POST.
 RW0129
 RW0129                          STATION RECOVERY (2003)
 RW0129
 RW0129'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (DD)
 RW0129'FROM COURTHOUSE IN WHITE SULPHUR SPRINGS GO EAST ON HIGHWAY 12
 RW0129'2.82 MILES TO THE JUNCTION OF HIGHWAY 12 AND 89, TURN LEFT ON HIGHWAY
 RW0129'89 AND PROCEED NORTHERLY FOR 13.83 MILES TO THE MARK ON THE RIGHT.
 RW0129'MARK IS 104 FEET NORTHEAST OF HIGHWAY CENTERLINE, 32 FEET NORTHEAST OF
 RW0129'RIGHT OF WAY FENCE, 23 FEET NORTHEAST OF OLD HIGHWAY CENTERLINE, 630
 RW0129'FEET SOUTH OF MILEPOST 14 AND 1 FOOT WEST OF AN NGS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0019 ***********************************************************************
 RV0019  DESIGNATION -  J 130
 RV0019  PID         -  RV0019
 RV0019  STATE/COUNTY-  MT/PETROLEUM
 RV0019  USGS QUAD   -  WINNETT SOUTH (1986)
 RV0019
 RV0019                         *CURRENT SURVEY CONTROL
 RV0019  ___________________________________________________________________
 RV0019* NAD 83(1986)-  46 55 45.     (N)    108 21 28.     (W)     SCALED    
 RV0019* NAVD 88     -       931.029  (meters)    3054.55   (feet)  ADJUSTED  
 RV0019  ___________________________________________________________________
 RV0019  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 RV0019  DYNAMIC HT  -         930.971 (meters)    3054.36  (feet)  COMP
 RV0019  MODELED GRAV-     980,519.9   (mgal)                       NAVD 88
 RV0019
 RV0019  VERT ORDER  -  SECOND    CLASS 0
 RV0019
 RV0019.The horizontal coordinates were scaled from a topographic map and have
 RV0019.an estimated accuracy of +/- 6 seconds.
 RV0019
 RV0019.The orthometric height was determined by differential leveling
 RV0019.and adjusted by the National Geodetic Survey in June 1991..
 RV0019
 RV0019.The geoid height was determined by GEOID03.
 RV0019
 RV0019.The dynamic height is computed by dividing the NAVD 88
 RV0019.geopotential number by the normal gravity value computed on the
 RV0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0019.degrees latitude (g = 980.6199 gals.).
 RV0019
 RV0019.The modeled gravity was interpolated from observed gravity values.
 RV0019
 RV0019;                    North         East    Units  Estimated Accuracy
 RV0019;SPC MT       -   298,340.      686,930.      MT  (+/- 180 meters Scaled)
 RV0019
 RV0019                          SUPERSEDED SURVEY CONTROL
 RV0019
 RV0019  NGVD 29 (??/??/92)  930.32   (m)         3052.2    (f) COMPUTED    2 0
 RV0019
 RV0019.Superseded values are not recommended for survey control.
 RV0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0019.See file dsdata.txt to determine how the superseded data were derived.
 RV0019
 RV0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT011006(NAD 83)
 RV0019_MARKER: DB = BENCH MARK DISK
 RV0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0019_STAMPING: J 130 1934
 RV0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0019+STABILITY: SURFACE MOTION
 RV0019
 RV0019  HISTORY     - Date     Condition        Report By
 RV0019  HISTORY     - 1934     MONUMENTED       CGS
 RV0019
 RV0019                          STATION DESCRIPTION
 RV0019
 RV0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0019'5.4 MI S FROM WINNETT.
 RV0019'5.4 MILES S OF AND ALONG KELLEY-WINNETT ROAD.  33 FT. W OF CENTER OF
 RV0019'ROAD AND 6 FT. N OF A TELEPHONE POLE.  APPROXIMATELY 0.1 MILE N OF A
 RV0019'CUT IN THE ROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0020 ***********************************************************************
 RV0020  DESIGNATION -  J 130 RESET
 RV0020  PID         -  RV0020
 RV0020  STATE/COUNTY-  MT/PETROLEUM
 RV0020  USGS QUAD   -  WINNETT SOUTH (1986)
 RV0020
 RV0020                         *CURRENT SURVEY CONTROL
 RV0020  ___________________________________________________________________
 RV0020* NAD 83(1986)-  46 55 45.     (N)    108 21 29.     (W)     SCALED    
 RV0020* NAVD 88     -       919.91   (meters)    3018.1    (feet)  RESET     
 RV0020  ___________________________________________________________________
 RV0020  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 RV0020
 RV0020  VERT ORDER  -  THIRD
 RV0020
 RV0020.The horizontal coordinates were scaled from a topographic map and have
 RV0020.an estimated accuracy of +/- 6 seconds.
 RV0020
 RV0020.The orthometric height was computed from unverified reset data.
 RV0020.No vertical observational check was made to the station.
 RV0020
 RV0020.The geoid height was determined by GEOID03.
 RV0020
 RV0020;                    North         East    Units  Estimated Accuracy
 RV0020;SPC MT       -   298,340.      686,910.      MT  (+/- 180 meters Scaled)
 RV0020
 RV0020                          SUPERSEDED SURVEY CONTROL
 RV0020
 RV0020.No superseded survey control is available for this station.
 RV0020
 RV0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT011006(NAD 83)
 RV0020_MARKER: DB = BENCH MARK DISK
 RV0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0020_STAMPING: J 130 1934
 RV0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0020+STABILITY: SURFACE MOTION
 RV0020
 RV0020  HISTORY     - Date     Condition        Report By
 RV0020  HISTORY     - 1947     MONUMENTED       CGS
 RV0020
 RV0020                          STATION DESCRIPTION
 RV0020
 RV0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RV0020'5.4 MI S FROM WINNETT.
 RV0020'5.4 MILES SOUTH ALONG THE ROAD LEADING TO KELLEY FROM WINNETT,
 RV0020'PETROLEUM COUNTY, 0.1 MILE NORTH OF A CUT, 33 FEET WEST OF THE
 RV0020'CENTERLINE OF THE ROAD, AND 6 FEET NORTH OF A POLE.  A STANDARD DISK,
 RV0020'STAMPED J 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0127 ***********************************************************************
 RV0127  DESIGNATION -  J 131
 RV0127  PID         -  RV0127
 RV0127  STATE/COUNTY-  MT/FERGUS
 RV0127  USGS QUAD   -  MILK SPRINGS (1986)
 RV0127
 RV0127                         *CURRENT SURVEY CONTROL
 RV0127  ___________________________________________________________________
 RV0127* NAD 83(1986)-  46 54 12.     (N)    108 43 33.     (W)     SCALED    
 RV0127* NAVD 88     -      1255.268  (meters)    4118.33   (feet)  ADJUSTED  
 RV0127  ___________________________________________________________________
 RV0127  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RV0127  DYNAMIC HT  -        1255.120 (meters)    4117.84  (feet)  COMP
 RV0127  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 RV0127
 RV0127  VERT ORDER  -  SECOND    CLASS 0
 RV0127
 RV0127.The horizontal coordinates were scaled from a topographic map and have
 RV0127.an estimated accuracy of +/- 6 seconds.
 RV0127
 RV0127.The orthometric height was determined by differential leveling
 RV0127.and adjusted by the National Geodetic Survey in June 1991..
 RV0127
 RV0127.The geoid height was determined by GEOID03.
 RV0127
 RV0127.The dynamic height is computed by dividing the NAVD 88
 RV0127.geopotential number by the normal gravity value computed on the
 RV0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0127.degrees latitude (g = 980.6199 gals.).
 RV0127
 RV0127.The modeled gravity was interpolated from observed gravity values.
 RV0127
 RV0127;                    North         East    Units  Estimated Accuracy
 RV0127;SPC MT       -   295,130.      658,950.      MT  (+/- 180 meters Scaled)
 RV0127
 RV0127                          SUPERSEDED SURVEY CONTROL
 RV0127
 RV0127  NGVD 29 (??/??/92) 1254.455  (m)         4115.66   (f) ADJ UNCH    2 0
 RV0127
 RV0127.Superseded values are not recommended for survey control.
 RV0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0127.See file dsdata.txt to determine how the superseded data were derived.
 RV0127
 RV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS732969(NAD 83)
 RV0127_MARKER: DB = BENCH MARK DISK
 RV0127_SETTING: 66 = SET IN ROCK OUTCROP
 RV0127_SP_SET: ROCK OUTCROP
 RV0127_STAMPING: J 131 1934
 RV0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0127+STABILITY: POSITION/ELEVATION WELL
 RV0127
 RV0127  HISTORY     - Date     Condition        Report By
 RV0127  HISTORY     - 1934     MONUMENTED       CGS
 RV0127  HISTORY     - 1978     GOOD             USGS
 RV0127
 RV0127                          STATION DESCRIPTION
 RV0127
 RV0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0127'0.4 MI SE FROM BATTRICK.
 RV0127'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 87 FROM BATTRICK, FERGUS COUNTY,
 RV0127'95 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET EAST OF THE
 RV0127'RIGHT-OF-WAY FENCE, AT A PILE OF FLAT PAINTED ROCKS, AND IN THE TOP OF
 RV0127'A ROCK OUTCROP.  A STANDARD DISK, STAMPED J 131 1934.
 RV0127
 RV0127                          STATION RECOVERY (1978)
 RV0127
 RV0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0127'0.7 MILE SOUTH AND EAST OF THE POST OFFICE AT GRASS RANGE, FERGUS
 RV0127'COUNTY, THENCE 9.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 TO MILEPOST
 RV0127'34, THENCE 0.7 MILE NORTH ALONG ABANDONED HIGHWAY, 285 FT. SOUTH
 RV0127'ALONG THE CENTERLINE OF THE ROAD AND 95 FT. EAST, NORMAL, FROM A WIRE
 RV0127'GATE, AND IN THE TOP OF A ROCK OUTCROP. A STANDARD DISK, STAMPED J
 RV0127'131 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0037 ***********************************************************************
 SS0037  DESIGNATION -  J 132 RESET
 SS0037  PID         -  SS0037
 SS0037  STATE/COUNTY-  MT/FERGUS
 SS0037  USGS QUAD   -  COFFEE CREEK (1979)
 SS0037
 SS0037                         *CURRENT SURVEY CONTROL
 SS0037  ___________________________________________________________________
 SS0037* NAD 83(1986)-  47 21 01.     (N)    110 04 46.     (W)     SCALED    
 SS0037* NAVD 88     -      1101.295  (meters)    3613.17   (feet)  ADJUSTED  
 SS0037  ___________________________________________________________________
 SS0037  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 SS0037  DYNAMIC HT  -        1101.210 (meters)    3612.89  (feet)  COMP
 SS0037  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 SS0037
 SS0037  VERT ORDER  -  SECOND    CLASS 0
 SS0037
 SS0037.The horizontal coordinates were scaled from a topographic map and have
 SS0037.an estimated accuracy of +/- 6 seconds.
 SS0037
 SS0037.The orthometric height was determined by differential leveling
 SS0037.and adjusted by the National Geodetic Survey in June 1991..
 SS0037
 SS0037.The geoid height was determined by GEOID03.
 SS0037
 SS0037.The dynamic height is computed by dividing the NAVD 88
 SS0037.geopotential number by the normal gravity value computed on the
 SS0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0037.degrees latitude (g = 980.6199 gals.).
 SS0037
 SS0037.The modeled gravity was interpolated from observed gravity values.
 SS0037
 SS0037;                    North         East    Units  Estimated Accuracy
 SS0037;SPC MT       -   344,660.      556,250.      MT  (+/- 180 meters Scaled)
 SS0037
 SS0037                          SUPERSEDED SURVEY CONTROL
 SS0037
 SS0037  NGVD 29 (??/??/92) 1100.43   (m)         3610.3    (f) COMPUTED    2 0
 SS0037
 SS0037.Superseded values are not recommended for survey control.
 SS0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0037.See file dsdata.txt to determine how the superseded data were derived.
 SS0037
 SS0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT695445(NAD 83)
 SS0037_MARKER: DB = BENCH MARK DISK
 SS0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0037_SP_SET: FOUNDATION
 SS0037_STAMPING: J 132 1934 RESET 1951
 SS0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0037
 SS0037  HISTORY     - Date     Condition        Report By
 SS0037  HISTORY     - 1951     MONUMENTED       CGS
 SS0037  HISTORY     - 1961     GOOD             NGS
 SS0037
 SS0037                          STATION DESCRIPTION
 SS0037
 SS0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0037'0.4 MI N FROM COFFEE CREEK.
 SS0037'ABOUT 0.1 MILE NORTHWEST ALONG A PAVED ROAD FROM THE FARMERS UNION
 SS0037'GRAIN ELEVATOR AT COFFEE CREEK, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 SS0037'ROAD, THENCE 0.1 MILE EAST ALONG A GRAVELED ROAD, 2 FEET WEST OF THE
 SS0037'SOUTHEAST CORNER OF A SCHOOLHOUSE, SET VERTICALLY IN THE SOUTH FACE OF
 SS0037'THE CONCRETE BLOCK FOUNDATION OF THE BUILDING, AND ABOUT 1 FOOT ABOVE
 SS0037'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0184 ***********************************************************************
 RV0184  DESIGNATION -  J 133
 RV0184  PID         -  RV0184
 RV0184  STATE/COUNTY-  MT/FERGUS
 RV0184  USGS QUAD   -  LOCO RIDGE (1970)
 RV0184
 RV0184                         *CURRENT SURVEY CONTROL
 RV0184  ___________________________________________________________________
 RV0184* NAD 83(1986)-  46 59 23.     (N)    109 12 02.     (W)     SCALED    
 RV0184* NAVD 88     -      1339.075  (meters)    4393.28   (feet)  ADJUSTED  
 RV0184  ___________________________________________________________________
 RV0184  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 RV0184  DYNAMIC HT  -        1338.882 (meters)    4392.65  (feet)  COMP
 RV0184  MODELED GRAV-     980,422.0   (mgal)                       NAVD 88
 RV0184
 RV0184  VERT ORDER  -  SECOND    CLASS 0
 RV0184
 RV0184.The horizontal coordinates were scaled from a topographic map and have
 RV0184.an estimated accuracy of +/- 6 seconds.
 RV0184
 RV0184.The orthometric height was determined by differential leveling
 RV0184.and adjusted by the National Geodetic Survey in June 1991..
 RV0184
 RV0184.The geoid height was determined by GEOID03.
 RV0184
 RV0184.The dynamic height is computed by dividing the NAVD 88
 RV0184.geopotential number by the normal gravity value computed on the
 RV0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0184.degrees latitude (g = 980.6199 gals.).
 RV0184
 RV0184.The modeled gravity was interpolated from observed gravity values.
 RV0184
 RV0184;                    North         East    Units  Estimated Accuracy
 RV0184;SPC MT       -   304,480.      622,770.      MT  (+/- 180 meters Scaled)
 RV0184
 RV0184                          SUPERSEDED SURVEY CONTROL
 RV0184
 RV0184  NGVD 29 (??/??/92) 1338.188  (m)         4390.37   (f) ADJ UNCH    2 0
 RV0184
 RV0184.Superseded values are not recommended for survey control.
 RV0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0184.See file dsdata.txt to determine how the superseded data were derived.
 RV0184
 RV0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT368055(NAD 83)
 RV0184_MARKER: DB = BENCH MARK DISK
 RV0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0184_SP_SET: CULVERT
 RV0184_STAMPING: J 133 1934
 RV0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0184
 RV0184  HISTORY     - Date     Condition        Report By
 RV0184  HISTORY     - 1934     MONUMENTED       CGS
 RV0184  HISTORY     - 1961     GOOD             NGS
 RV0184
 RV0184                          STATION DESCRIPTION
 RV0184
 RV0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0184'IN PIPER.
 RV0184'AT PIPER, 109 FEET NORTH-NORTHEAST OF AND ACROSS THE CHICAGO,
 RV0184'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION SIGN, 9
 RV0184'RAILS SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 0.3 MILE NORTHEAST
 RV0184'OF MILEPOST 15, 35 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE
 RV0184'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A
 RV0184'DOUBLE-CHANNEL CULVERT, 10 FEET SOUTHWEST OF A POWER LINE CROSSING THE
 RV0184'TRACK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0091 ***********************************************************************
 SR0091  DESIGNATION -  J 134
 SR0091  PID         -  SR0091
 SR0091  STATE/COUNTY-  MT/FERGUS
 SR0091  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0091
 SR0091                         *CURRENT SURVEY CONTROL
 SR0091  ___________________________________________________________________
 SR0091* NAD 83(1986)-  47 24 18.     (N)    108 49 34.     (W)     SCALED    
 SR0091* NAVD 88     -       951.055  (meters)    3120.25   (feet)  ADJUSTED  
 SR0091  ___________________________________________________________________
 SR0091  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 SR0091  DYNAMIC HT  -         951.035 (meters)    3120.19  (feet)  COMP
 SR0091  MODELED GRAV-     980,558.9   (mgal)                       NAVD 88
 SR0091
 SR0091  VERT ORDER  -  SECOND    CLASS 0
 SR0091
 SR0091.The horizontal coordinates were scaled from a topographic map and have
 SR0091.an estimated accuracy of +/- 6 seconds.
 SR0091
 SR0091.The orthometric height was determined by differential leveling
 SR0091.and adjusted by the National Geodetic Survey in June 1991..
 SR0091
 SR0091.The geoid height was determined by GEOID03.
 SR0091
 SR0091.The dynamic height is computed by dividing the NAVD 88
 SR0091.geopotential number by the normal gravity value computed on the
 SR0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0091.degrees latitude (g = 980.6199 gals.).
 SR0091
 SR0091.The modeled gravity was interpolated from observed gravity values.
 SR0091
 SR0091;                    North         East    Units  Estimated Accuracy
 SR0091;SPC MT       -   350,800.      650,830.      MT  (+/- 180 meters Scaled)
 SR0091
 SR0091                          SUPERSEDED SURVEY CONTROL
 SR0091
 SR0091  NGVD 29 (??/??/92)  950.284  (m)         3117.72   (f) ADJ UNCH    2 0
 SR0091
 SR0091.Superseded values are not recommended for survey control.
 SR0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0091.See file dsdata.txt to determine how the superseded data were derived.
 SR0091
 SR0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT640524(NAD 83)
 SR0091_MARKER: DB = BENCH MARK DISK
 SR0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0091_STAMPING: J 134 1934
 SR0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0091+STABILITY: SURFACE MOTION
 SR0091
 SR0091  HISTORY     - Date     Condition        Report By
 SR0091  HISTORY     - 1934     MONUMENTED       CGS
 SR0091  HISTORY     - 1950     GOOD             NGS
 SR0091  HISTORY     - 1979     GOOD             USGS
 SR0091
 SR0091                          STATION DESCRIPTION
 SR0091
 SR0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SR0091'9.2 MI NE FROM ROY.
 SR0091'9.2 MILES NORTHEAST ALONG OLD ROAD LEADING TO WILDER FROM ROY, 1 MILE
 SR0091'NORTHEAST OF A FORK, ABOUT 1/4 MILE NORTHEAST OF A SMALL WOODEN
 SR0091'BRIDGE, AT THE TOP OF A SLIGHT GRADE, AND 33 FEET NORTHWEST OF THE
 SR0091'CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED J 134 1934 AND SET IN
 SR0091'THE TOP OF A CONCRETE POST.  NOTE-- IT IS AT PRESENT ABOUT 2 FEET
 SR0091'NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 SR0091
 SR0091                          STATION RECOVERY (1979)
 SR0091
 SR0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0091'ROY, 2.9 MI EAST OF ALONG US HWY. 191, THENCE 5.0 MI NORTHEAST ALONG
 SR0091'A GRAVELED ROAD TO A BEND AND A GRADED ROAD NORTHEAST THENCE 1.1 MI
 SR0091'NORTHEAST ALONG GRADED ROAD, 1/4 MI NORTHEAST OF A WOODEN BRIDGE, 270
 SR0091'FT. SOUTHWEST OF A CATTLEGUARD, 27 FT. NORTHWEST OF ROAD, A STANDARD
 SR0091'DISK STAMPED J 134 1934 AND SET IN THE TOP OF A CONCRETE POST
 SR0091'PROJECTING 0.9 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0242 ***********************************************************************
 SR0242  DESIGNATION -  J 135
 SR0242  PID         -  SR0242
 SR0242  STATE/COUNTY-  MT/PHILLIPS
 SR0242  USGS QUAD   -  D Y JUNCTION (1971)
 SR0242
 SR0242                         *CURRENT SURVEY CONTROL
 SR0242  ___________________________________________________________________
 SR0242* NAD 83(1986)-  47 52 22.     (N)    108 37 51.     (W)     SCALED    
 SR0242* NAVD 88     -      1127.820  (meters)    3700.19   (feet)  ADJUSTED  
 SR0242  ___________________________________________________________________
 SR0242  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 SR0242  DYNAMIC HT  -        1127.807 (meters)    3700.15  (feet)  COMP
 SR0242  MODELED GRAV-     980,560.3   (mgal)                       NAVD 88
 SR0242
 SR0242  VERT ORDER  -  SECOND    CLASS 0
 SR0242
 SR0242.The horizontal coordinates were scaled from a topographic map and have
 SR0242.an estimated accuracy of +/- 6 seconds.
 SR0242
 SR0242.The orthometric height was determined by differential leveling
 SR0242.and adjusted by the National Geodetic Survey in June 1991..
 SR0242
 SR0242.The geoid height was determined by GEOID03.
 SR0242
 SR0242.The dynamic height is computed by dividing the NAVD 88
 SR0242.geopotential number by the normal gravity value computed on the
 SR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0242.degrees latitude (g = 980.6199 gals.).
 SR0242
 SR0242.The modeled gravity was interpolated from observed gravity values.
 SR0242
 SR0242;                    North         East    Units  Estimated Accuracy
 SR0242;SPC MT       -   402,920.      664,990.      MT  (+/- 180 meters Scaled)
 SR0242
 SR0242                          SUPERSEDED SURVEY CONTROL
 SR0242
 SR0242  NGVD 29 (??/??/92) 1127.000  (m)         3697.50   (f) ADJ UNCH    2 0
 SR0242
 SR0242.Superseded values are not recommended for survey control.
 SR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0242.See file dsdata.txt to determine how the superseded data were derived.
 SR0242
 SR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU771048(NAD 83)
 SR0242_MARKER: DB = BENCH MARK DISK
 SR0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0242_STAMPING: J 135 1934
 SR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0242+STABILITY: SURFACE MOTION
 SR0242
 SR0242  HISTORY     - Date     Condition        Report By
 SR0242  HISTORY     - 1934     MONUMENTED       CGS
 SR0242  HISTORY     - 1971     GOOD             USGS
 SR0242
 SR0242                          STATION DESCRIPTION
 SR0242
 SR0242'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SR0242'2.5 MI SE FROM LANDUSKY.
 SR0242'2.3 MI. SE ALONG GRADED ROAD FROM LANDUSKY TO T ROAD E.  THENCE E.
 SR0242'ALONG ROAD FOR 0.2 MI. TO T FENCE N.  THENCE N. ALONG FENCE FOR 835
 SR0242'FT. AND 2 FT. W.  A STANDARD DISK, STAMPED J 135 1934 SET IN TOP OF
 SR0242'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0169 ***********************************************************************
 RW0169  DESIGNATION -  J 136
 RW0169  PID         -  RW0169
 RW0169  STATE/COUNTY-  MT/MEAGHER
 RW0169  USGS QUAD   -  ELLIS CANYON (1966)
 RW0169
 RW0169                         *CURRENT SURVEY CONTROL
 RW0169  ___________________________________________________________________
 RW0169* NAD 83(1986)-  46 51 12.     (N)    111 21 58.     (W)     SCALED    
 RW0169* NAVD 88     -      1396.955  (meters)    4583.18   (feet)  ADJUSTED  
 RW0169  ___________________________________________________________________
 RW0169  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 RW0169  DYNAMIC HT  -        1396.692 (meters)    4582.31  (feet)  COMP
 RW0169  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 RW0169
 RW0169  VERT ORDER  -  SECOND    CLASS 0
 RW0169
 RW0169.The horizontal coordinates were scaled from a topographic map and have
 RW0169.an estimated accuracy of +/- 6 seconds.
 RW0169
 RW0169.The orthometric height was determined by differential leveling
 RW0169.and adjusted by the National Geodetic Survey in June 1991..
 RW0169
 RW0169.The geoid height was determined by GEOID03.
 RW0169
 RW0169.The dynamic height is computed by dividing the NAVD 88
 RW0169.geopotential number by the normal gravity value computed on the
 RW0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0169.degrees latitude (g = 980.6199 gals.).
 RW0169
 RW0169.The modeled gravity was interpolated from observed gravity values.
 RW0169
 RW0169;                    North         East    Units  Estimated Accuracy
 RW0169;SPC MT       -   290,980.      457,780.      MT  (+/- 180 meters Scaled)
 RW0169
 RW0169                          SUPERSEDED SURVEY CONTROL
 RW0169
 RW0169  NGVD 29 (??/??/92) 1395.962  (m)         4579.92   (f) ADJ UNCH    2 0
 RW0169
 RW0169.Superseded values are not recommended for survey control.
 RW0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0169.See file dsdata.txt to determine how the superseded data were derived.
 RW0169
 RW0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS720889(NAD 83)
 RW0169_MARKER: DB = BENCH MARK DISK
 RW0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0169_STAMPING: J 136 1934
 RW0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0169+STABILITY: SURFACE MOTION
 RW0169
 RW0169  HISTORY     - Date     Condition        Report By
 RW0169  HISTORY     - 1934     MONUMENTED       CGS
 RW0169
 RW0169                          STATION DESCRIPTION
 RW0169
 RW0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0169'2.1 MI N FROM LINGSHIRE.
 RW0169'2.1 MILES NORTH ALONG THE MILLEGAN ROAD FROM LINGSHIRE MEAGHER COUNTY,
 RW0169'0.5 MILE NORTH OF THE WALKER LAND AND LIVE STOCK HOME RANCH IN 1934,
 RW0169'75 FEET NORTHWEST OF A TURN IN THE ROAD, 42 FEET NORTH OF THE
 RW0169'CENTERLINE OF THE ROAD, AND 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 RW0169'STANDARD DISK, STAMPED J 136 1934 AND SET IN THE TOP OF A CONCRETE
 RW0169'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0047 ***********************************************************************
 PZ0047  DESIGNATION -  J 138
 PZ0047  PID         -  PZ0047
 PZ0047  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0047  USGS QUAD   -  BIG TABLE MOUNTAIN (1968)
 PZ0047
 PZ0047                         *CURRENT SURVEY CONTROL
 PZ0047  ___________________________________________________________________
 PZ0047* NAD 83(1986)-  44 35 49.     (N)    112 07 02.     (W)     SCALED    
 PZ0047* NAVD 88     -      2026.940  (meters)    6650.05   (feet)  ADJUSTED  
 PZ0047  ___________________________________________________________________
 PZ0047  GEOID HEIGHT-          -9.69  (meters)                     GEOID03
 PZ0047  DYNAMIC HT  -        2025.810 (meters)    6646.35  (feet)  COMP
 PZ0047  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 PZ0047
 PZ0047  VERT ORDER  -  FIRST     CLASS II
 PZ0047
 PZ0047.The horizontal coordinates were scaled from a topographic map and have
 PZ0047.an estimated accuracy of +/- 6 seconds.
 PZ0047
 PZ0047.The orthometric height was determined by differential leveling
 PZ0047.and adjusted by the National Geodetic Survey in June 1991..
 PZ0047
 PZ0047.The geoid height was determined by GEOID03.
 PZ0047
 PZ0047.The dynamic height is computed by dividing the NAVD 88
 PZ0047.geopotential number by the normal gravity value computed on the
 PZ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0047.degrees latitude (g = 980.6199 gals.).
 PZ0047
 PZ0047.The modeled gravity was interpolated from observed gravity values.
 PZ0047
 PZ0047;                    North         East    Units  Estimated Accuracy
 PZ0047;SPC MT       -    42,040.      392,180.      MT  (+/- 180 meters Scaled)
 PZ0047
 PZ0047                          SUPERSEDED SURVEY CONTROL
 PZ0047
 PZ0047  NGVD 29 (??/??/92) 2025.603  (m)         6645.67   (f) ADJ UNCH    1 2
 PZ0047
 PZ0047.Superseded values are not recommended for survey control.
 PZ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0047.See file dsdata.txt to determine how the superseded data were derived.
 PZ0047
 PZ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ113387(NAD 83)
 PZ0047_MARKER: DB = BENCH MARK DISK
 PZ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0047_STAMPING: J 138 1934
 PZ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0047+STABILITY: SURFACE MOTION
 PZ0047
 PZ0047  HISTORY     - Date     Condition        Report By
 PZ0047  HISTORY     - 1934     MONUMENTED       CGS
 PZ0047  HISTORY     - 1964     GOOD             NGS
 PZ0047
 PZ0047                          STATION DESCRIPTION
 PZ0047
 PZ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0047'10.9 MI NE FROM MONIDA.
 PZ0047'10.9 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0047'RAILROAD STATION AT MONIDA, ABOUT 0.5 MILE EAST OF THE JUNCTION OF A
 PZ0047'GRAVELED ROAD LEADING NORTH, 186 FEET EAST OF THE NORTHEAST CORNER OF
 PZ0047'A 4-FOOT WOODEN CULVERT IN A RAVINE, 38 FEET NORTH OF THE CENTER LINE
 PZ0047'OF THE ROAD, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PZ0047'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PZ0047'NOTE-- THE TOP OF THE CONCRETE POST IS CRACKED, BUT BOTH THE DISK AND
 PZ0047'THE POST APPEAR TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0339 ***********************************************************************
 QX0339  DESIGNATION -  J 139
 QX0339  PID         -  QX0339
 QX0339  STATE/COUNTY-  MT/MADISON
 QX0339  USGS QUAD   -  CAMERON (1988)
 QX0339
 QX0339                         *CURRENT SURVEY CONTROL
 QX0339  ___________________________________________________________________
 QX0339* NAD 83(1986)-  45 14 47.     (N)    111 40 43.     (W)     SCALED    
 QX0339* NAVD 88     -      1608.197  (meters)    5276.23   (feet)  ADJUSTED  
 QX0339  ___________________________________________________________________
 QX0339  GEOID HEIGHT-         -10.04  (meters)                     GEOID03
 QX0339  DYNAMIC HT  -        1607.479 (meters)    5273.87  (feet)  COMP
 QX0339  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 QX0339
 QX0339  VERT ORDER  -  FIRST     CLASS II
 QX0339
 QX0339.The horizontal coordinates were scaled from a topographic map and have
 QX0339.an estimated accuracy of +/- 6 seconds.
 QX0339
 QX0339.The orthometric height was determined by differential leveling
 QX0339.and adjusted by the National Geodetic Survey in June 1991..
 QX0339
 QX0339.The geoid height was determined by GEOID03.
 QX0339
 QX0339.The dynamic height is computed by dividing the NAVD 88
 QX0339.geopotential number by the normal gravity value computed on the
 QX0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0339.degrees latitude (g = 980.6199 gals.).
 QX0339
 QX0339.The modeled gravity was interpolated from observed gravity values.
 QX0339
 QX0339;                    North         East    Units  Estimated Accuracy
 QX0339;SPC MT       -   113,120.      429,010.      MT  (+/- 180 meters Scaled)
 QX0339
 QX0339                          SUPERSEDED SURVEY CONTROL
 QX0339
 QX0339  NGVD 29 (08/20/92) 1606.993  (m)         5272.28   (f) ADJUSTED    1 2
 QX0339
 QX0339.Superseded values are not recommended for survey control.
 QX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0339.See file dsdata.txt to determine how the superseded data were derived.
 QX0339
 QX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR467105(NAD 83)
 QX0339_MARKER: DB = BENCH MARK DISK
 QX0339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QX0339_SP_SET: HEADWALL
 QX0339_STAMPING: J 139 1934
 QX0339_MARK LOGO: CGS   
 QX0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0339+STABILITY: SURFACE MOTION
 QX0339
 QX0339  HISTORY     - Date     Condition        Report By
 QX0339  HISTORY     - 1934     MONUMENTED       CGS
 QX0339  HISTORY     - 1959     GOOD             NGS
 QX0339  HISTORY     - 1987     GOOD             NGS
 QX0339
 QX0339                          STATION DESCRIPTION
 QX0339
 QX0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QX0339'3.05 MI N FROM CAMERON.
 QX0339'3.05 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND
 QX0339'STORE AT CAMERON, IN SECTION 11, T 7 S, R 1 W, 16 FEET EAST OF THE
 QX0339'CENTER LINE OF THE HIGHWAY, AT A DOUBLE CHANNEL CONCRETE CULVERT, IN
 QX0339'THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL, AND ABOUT
 QX0339'LEVEL WITH THE HIGHWAY.
 QX0339
 QX0339                          STATION RECOVERY (1987)
 QX0339
 QX0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0326 ***********************************************************************
 SS0326  DESIGNATION -  J 140
 SS0326  PID         -  SS0326
 SS0326  STATE/COUNTY-  MT/CASCADE
 SS0326  USGS QUAD   -  RICEVILLE (1995)
 SS0326
 SS0326                         *CURRENT SURVEY CONTROL
 SS0326  ___________________________________________________________________
 SS0326* NAD 83(1986)-  47 10 16.     (N)    110 56 47.     (W)     SCALED    
 SS0326* NAVD 88     -      1255.571  (meters)    4119.32   (feet)  POSTED    
 SS0326  ___________________________________________________________________
 SS0326  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 SS0326  DYNAMIC HT  -        1255.330 (meters)    4118.53  (feet)  COMP
 SS0326  MODELED GRAV-     980,380.6   (mgal)                       NAVD 88
 SS0326
 SS0326  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SS0326
 SS0326.The horizontal coordinates were scaled from a topographic map and have
 SS0326.an estimated accuracy of +/- 6 seconds.
 SS0326
 SS0326.The orthometric height was determined by differential leveling
 SS0326.and adjusted by the National Geodetic Survey in 1992..
 SS0326.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SS0326.rate of 2.1 thru 3.0 mm/km.
 SS0326
 SS0326.The geoid height was determined by GEOID03.
 SS0326
 SS0326.The dynamic height is computed by dividing the NAVD 88
 SS0326.geopotential number by the normal gravity value computed on the
 SS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0326.degrees latitude (g = 980.6199 gals.).
 SS0326
 SS0326.The modeled gravity was interpolated from observed gravity values.
 SS0326
 SS0326;                    North         East    Units  Estimated Accuracy
 SS0326;SPC MT       -   325,600.      490,420.      MT  (+/- 180 meters Scaled)
 SS0326
 SS0326                          SUPERSEDED SURVEY CONTROL
 SS0326
 SS0326  NGVD 29 (??/??/92) 1254.547  (m)         4115.96   (f) ADJ UNCH    2 0
 SS0326
 SS0326.Superseded values are not recommended for survey control.
 SS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0326.See file dsdata.txt to determine how the superseded data were derived.
 SS0326
 SS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT040241(NAD 83)
 SS0326_MARKER: DB = BENCH MARK DISK
 SS0326_SETTING: 66 = SET IN ROCK OUTCROP
 SS0326_SP_SET: LIMESTONE BLOCK
 SS0326_STAMPING: J 140 1934
 SS0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0326+STABILITY: POSITION/ELEVATION WELL
 SS0326
 SS0326  HISTORY     - Date     Condition        Report By
 SS0326  HISTORY     - 1934     MONUMENTED       CGS
 SS0326  HISTORY     - 1967     MARK NOT FOUND   USGS
 SS0326
 SS0326                          STATION DESCRIPTION
 SS0326
 SS0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0326'3.7 MI S FROM RICEVILLE.
 SS0326'3.7 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS0326'RICEVILLE, CASCADE COUNTY, 3 POLES NORTHWEST OF MILEPOST 15, 125 FEET
 SS0326'NORTH OF BRIDGE 213, IN THE TOP OF A LARGE LIMESTONE BLOCK, 9 FEET
 SS0326'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT ABOVE THE
 SS0326'TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 140 1934.  NOTE--
 SS0326'PROBABLY COVERED BY ROCK SLIDE.
 SS0326
 SS0326                          STATION RECOVERY (1967)
 SS0326
 SS0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SS0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0513 ***********************************************************************
 RX0513  DESIGNATION -  J 141
 RX0513  PID         -  RX0513
 RX0513  STATE/COUNTY-  MT/GRANITE
 RX0513  USGS QUAD   -  HALL (1989)
 RX0513
 RX0513                         *CURRENT SURVEY CONTROL
 RX0513  ___________________________________________________________________
 RX0513* NAD 83(1986)-  46 36 48.     (N)    113 10 39.     (W)     SCALED    
 RX0513* NAVD 88     -      1253.916  (meters)    4113.89   (feet)  ADJUSTED  
 RX0513  ___________________________________________________________________
 RX0513  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 RX0513  DYNAMIC HT  -        1253.621 (meters)    4112.92  (feet)  COMP
 RX0513  MODELED GRAV-     980,336.8   (mgal)                       NAVD 88
 RX0513
 RX0513  VERT ORDER  -  FIRST     CLASS II
 RX0513
 RX0513.The horizontal coordinates were scaled from a topographic map and have
 RX0513.an estimated accuracy of +/- 6 seconds.
 RX0513
 RX0513.The orthometric height was determined by differential leveling
 RX0513.and adjusted by the National Geodetic Survey in June 1991..
 RX0513
 RX0513.The geoid height was determined by GEOID03.
 RX0513
 RX0513.The dynamic height is computed by dividing the NAVD 88
 RX0513.geopotential number by the normal gravity value computed on the
 RX0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0513.degrees latitude (g = 980.6199 gals.).
 RX0513
 RX0513.The modeled gravity was interpolated from observed gravity values.
 RX0513
 RX0513;                    North         East    Units  Estimated Accuracy
 RX0513;SPC MT       -   269,230.      318,560.      MT  (+/- 180 meters Scaled)
 RX0513
 RX0513                          SUPERSEDED SURVEY CONTROL
 RX0513
 RX0513  NGVD 29 (??/??/92) 1252.805  (m)         4110.24   (f) ADJ UNCH    1 2
 RX0513
 RX0513.Superseded values are not recommended for survey control.
 RX0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0513.See file dsdata.txt to determine how the superseded data were derived.
 RX0513
 RX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS332645(NAD 83)
 RX0513_MARKER: DB = BENCH MARK DISK
 RX0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0513_STAMPING: J 141 1934
 RX0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0513+STABILITY: SURFACE MOTION
 RX0513
 RX0513  HISTORY     - Date     Condition        Report By
 RX0513  HISTORY     - 1934     MONUMENTED       CGS
 RX0513  HISTORY     - 1959     GOOD             NGS
 RX0513
 RX0513                          STATION DESCRIPTION
 RX0513
 RX0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0513'2.2 MI N FROM HALL.
 RX0513'ABOUT 2.2 MILES NORTH ALONG U. S. HIGHWAY 10A FROM THE NORTHERN
 RX0513'PACIFIC RAILROAD STATION AT HALL, OR ABOUT 4.25 MILES SOUTH ALONG U.
 RX0513'S. HIGHWAY 10A FROM THE NORTHERN PACIFIC RAILROAD STATION AT DRUMMOND,
 RX0513'9 RAILS SOUTH OF MILEPOST 4, IN SECTION 24, T 10 N, R 13 W, 34 FEET
 RX0513'EAST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET SOUTH-SOUTHEAST OF THE
 RX0513'SOUTHEAST CORNER OF THE CONCRETE WING WALL OF THE HIGHWAY BRIDGE OVER
 RX0513'LOWER WILLOW CREEK, 29 1/2 FEET WEST OF THE WEST RAIL OF THE BRANCH
 RX0513'LINE OF THE NORTHERN PACIFIC RAILROAD, 1 1/2 FEET WEST OF A FENCE, 1.5
 RX0513'FEET NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 RX0513'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0377 ***********************************************************************
 QX0377  DESIGNATION -  J 143
 QX0377  PID         -  QX0377
 QX0377  STATE/COUNTY-  MT/JEFFERSON
 QX0377  USGS QUAD   -  JEFFERSON ISLAND (1987)
 QX0377
 QX0377                         *CURRENT SURVEY CONTROL
 QX0377  ___________________________________________________________________
 QX0377* NAD 83(1986)-  45 51 42.     (N)    111 59 31.     (W)     SCALED    
 QX0377* NAVD 88     -      1309.055  (meters)    4294.79   (feet)  ADJUSTED  
 QX0377  ___________________________________________________________________
 QX0377  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 QX0377  DYNAMIC HT  -        1308.664 (meters)    4293.51  (feet)  COMP
 QX0377  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 QX0377
 QX0377  VERT ORDER  -  FIRST     CLASS II
 QX0377
 QX0377.The horizontal coordinates were scaled from a topographic map and have
 QX0377.an estimated accuracy of +/- 6 seconds.
 QX0377
 QX0377.The orthometric height was determined by differential leveling
 QX0377.and adjusted by the National Geodetic Survey in June 1991..
 QX0377
 QX0377.The geoid height was determined by GEOID03.
 QX0377
 QX0377.The dynamic height is computed by dividing the NAVD 88
 QX0377.geopotential number by the normal gravity value computed on the
 QX0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0377.degrees latitude (g = 980.6199 gals.).
 QX0377
 QX0377.The modeled gravity was interpolated from observed gravity values.
 QX0377
 QX0377;                    North         East    Units  Estimated Accuracy
 QX0377;SPC MT       -   182,190.      406,600.      MT  (+/- 180 meters Scaled)
 QX0377
 QX0377                          SUPERSEDED SURVEY CONTROL
 QX0377
 QX0377  NGVD 29 (??/??/92) 1307.977  (m)         4291.25   (f) ADJ UNCH    1 2
 QX0377
 QX0377.Superseded values are not recommended for survey control.
 QX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0377.See file dsdata.txt to determine how the superseded data were derived.
 QX0377
 QX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR230791(NAD 83)
 QX0377_MARKER: DB = BENCH MARK DISK
 QX0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0377_STAMPING: J 143 1934
 QX0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0377+STABILITY: SURFACE MOTION
 QX0377
 QX0377  HISTORY     - Date     Condition        Report By
 QX0377  HISTORY     - 1934     MONUMENTED       CGS
 QX0377  HISTORY     - 1958     GOOD             NGS
 QX0377
 QX0377                          STATION DESCRIPTION
 QX0377
 QX0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0377'5.2 MI E FROM WHITEHALL.
 QX0377'ABOUT 5.2 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0377'STATION AT WHITEHALL, ABOUT 2.0 MILES WEST OF THE POST OFFICE AT
 QX0377'CARDWELL, IN SECTION 5, T 1 N, R 3 W, 10 POLES WEST OF MILEPOST 33, 45
 QX0377'1/2 FEET NORTH OF THE NORTH RAIL, 51 FEET NORTH-NORTHWEST OF THE
 QX0377'CENTER OF A ROAD CROSSING, 16 FEET WEST OF THE CENTER LINE OF A
 QX0377'PRIVATE ROAD, 3 FEET SOUTHEAST OF A POWER POLE WITH LINE CROSSING OVER
 QX0377'THE TRACK, 2 1/2 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN
 QX0377'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 QX0377'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0309 ***********************************************************************
 PY0309  DESIGNATION -  J 144
 PY0309  PID         -  PY0309
 PY0309  STATE/COUNTY-  MT/GALLATIN
 PY0309  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0309
 PY0309                         *CURRENT SURVEY CONTROL
 PY0309  ___________________________________________________________________
 PY0309* NAD 83(1986)-  44 48 15.     (N)    111 13 00.     (W)     SCALED    
 PY0309* NAVD 88     -      1998.364  (meters)    6556.30   (feet)  POSTED    
 PY0309  ___________________________________________________________________
 PY0309  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0309  DYNAMIC HT  -        1997.270 (meters)    6552.71  (feet)  COMP
 PY0309  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 PY0309
 PY0309  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PY0309
 PY0309.The horizontal coordinates were scaled from a topographic map and have
 PY0309.an estimated accuracy of +/- 6 seconds.
 PY0309
 PY0309.The orthometric height was determined by differential leveling
 PY0309.and adjusted by the National Geodetic Survey in 1992..
 PY0309.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PY0309.rate of 2.1 thru 3.0 mm/km.
 PY0309
 PY0309.The geoid height was determined by GEOID03.
 PY0309
 PY0309.The dynamic height is computed by dividing the NAVD 88
 PY0309.geopotential number by the normal gravity value computed on the
 PY0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0309.degrees latitude (g = 980.6199 gals.).
 PY0309
 PY0309.The modeled gravity was interpolated from observed gravity values.
 PY0309
 PY0309;                    North         East    Units  Estimated Accuracy
 PY0309;SPC MT       -    63,090.      464,180.      MT  (+/- 180 meters Scaled)
 PY0309
 PY0309                          SUPERSEDED SURVEY CONTROL
 PY0309
 PY0309  NGVD 29 (??/??/92) 1996.81   (m)         6551.2    (f) COMPUTED    1 2
 PY0309
 PY0309.Superseded values are not recommended for survey control.
 PY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0309.See file dsdata.txt to determine how the superseded data were derived.
 PY0309
 PY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ828612(NAD 83)
 PY0309_MARKER: DB = BENCH MARK DISK
 PY0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0309_STAMPING: J 144 1959
 PY0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0309+STABILITY: SURFACE MOTION
 PY0309
 PY0309  HISTORY     - Date     Condition        Report By
 PY0309  HISTORY     - 1959     MONUMENTED       CGS
 PY0309
 PY0309                          STATION DESCRIPTION
 PY0309
 PY0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0309'7.9 MI SE FROM HEBGEN DAM.
 PY0309'ABOUT 7.9 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM HEBGEN DAM, OR
 PY0309'ABOUT 8.5 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0309'RAILROAD STATION AT WEST YELLOWSTONE, THENCE ABOUT 5.45 MILES WEST
 PY0309'ALONG STATE HIGHWAY 287, IN SECTION 10, R 4 E, T 12 S, 46 FEET NORTH
 PY0309'OF THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST OF THE EXTENDED CENTER
 PY0309'LINE OF THE ROAD LEADING TO THE NARROW CABINS, 9 FEET WEST OF A POWER
 PY0309'POLE WHICH SUPPORTS A TRANSFORMER, 1.7 FEET EAST OF A METAL WITNESS
 PY0309'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 PY0309'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0310 ***********************************************************************
 PY0310  DESIGNATION -  J 144 RESET
 PY0310  PID         -  PY0310
 PY0310  STATE/COUNTY-  MT/GALLATIN
 PY0310  USGS QUAD   -  MOUNT HEBGEN (1986)
 PY0310
 PY0310                         *CURRENT SURVEY CONTROL
 PY0310  ___________________________________________________________________
 PY0310* NAD 83(1986)-  44 48 15.     (N)    111 13 00.     (W)     SCALED    
 PY0310* NAVD 88     -      1998.836  (meters)    6557.85   (feet)  ADJUSTED  
 PY0310  ___________________________________________________________________
 PY0310  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0310  DYNAMIC HT  -        1997.744 (meters)    6554.27  (feet)  COMP
 PY0310  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 PY0310
 PY0310  VERT ORDER  -  FIRST     CLASS II
 PY0310
 PY0310.The horizontal coordinates were scaled from a topographic map and have
 PY0310.an estimated accuracy of +/- 6 seconds.
 PY0310
 PY0310.The orthometric height was determined by differential leveling
 PY0310.and adjusted by the National Geodetic Survey in June 1991..
 PY0310
 PY0310.The geoid height was determined by GEOID03.
 PY0310
 PY0310.The dynamic height is computed by dividing the NAVD 88
 PY0310.geopotential number by the normal gravity value computed on the
 PY0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0310.degrees latitude (g = 980.6199 gals.).
 PY0310
 PY0310.The modeled gravity was interpolated from observed gravity values.
 PY0310
 PY0310;                    North         East    Units  Estimated Accuracy
 PY0310;SPC MT       -    63,090.      464,180.      MT  (+/- 180 meters Scaled)
 PY0310
 PY0310                          SUPERSEDED SURVEY CONTROL
 PY0310
 PY0310  NGVD 29 (08/20/92) 1997.597  (m)         6553.78   (f) ADJUSTED    1 2
 PY0310
 PY0310.Superseded values are not recommended for survey control.
 PY0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0310.See file dsdata.txt to determine how the superseded data were derived.
 PY0310
 PY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ828612(NAD 83)
 PY0310_MARKER: DB = BENCH MARK DISK
 PY0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0310_SP_SET: CONCRETE POST
 PY0310_STAMPING: J 144 RESET 1964
 PY0310_MARK LOGO: CGS   
 PY0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0310+STABILITY: SURFACE MOTION
 PY0310
 PY0310  HISTORY     - Date     Condition        Report By
 PY0310  HISTORY     - 1964     MONUMENTED       CGS
 PY0310  HISTORY     - 1987     GOOD             NGS
 PY0310
 PY0310                          STATION DESCRIPTION
 PY0310
 PY0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0310'13.7 MI NW FROM WEST YELLOWSTONE.
 PY0310'ABOUT 8.4 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE INTERSECTION OF
 PY0310'HIGHWAY 191 AND CANYON STREET, JUST WEST OF THE POST OFFICE IN WEST
 PY0310'YELLOWSTONE, TO THE JUNCTION OF SECONDARY ROAD 499, THENCE NORTHWEST
 PY0310'ON SECONDARY 499 FOR 5.3 MILES TO THE ENTRANCE TO THE NARROWS CABIN
 PY0310'CAMP ON THE LEFT AND THE BENCH MARK ON THE RIGHT, 83 FEET NORTH OF THE
 PY0310'CENTER OF THE HIGHWAY, 43 FEET EAST OF THE PROLONGATION OF THE CENTER
 PY0310'OF THE DRIVEWAY TO THE NARROWS CABIN CAMP, 5 1/2 FEET WEST OF A POWER
 PY0310'POLE WITH A TRANSFORMER AND 1 1/2 FEET SOUTH OF A METAL WITNESS POST,
 PY0310'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 PY0310'INCHES.
 PY0310
 PY0310                          STATION RECOVERY (1987)
 PY0310
 PY0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0310'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  21.8 KM (13.55
 PY0310'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0310'HIGHWAY 20 IN WEST YELLOWSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0435 ***********************************************************************
 QX0435  DESIGNATION -  J 145
 QX0435  PID         -  QX0435
 QX0435  STATE/COUNTY-  MT/MADISON
 QX0435  USGS QUAD   -  HARRISON (1988)
 QX0435
 QX0435                         *CURRENT SURVEY CONTROL
 QX0435  ___________________________________________________________________
 QX0435* NAD 83(1986)-  45 38 29.     (N)    111 46 48.     (W)     SCALED    
 QX0435* NAVD 88     -      1546.217  (meters)    5072.88   (feet)  ADJUSTED  
 QX0435  ___________________________________________________________________
 QX0435  GEOID HEIGHT-         -10.89  (meters)                     GEOID03
 QX0435  DYNAMIC HT  -        1545.655 (meters)    5071.04  (feet)  COMP
 QX0435  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 QX0435
 QX0435  VERT ORDER  -  FIRST     CLASS II
 QX0435
 QX0435.The horizontal coordinates were scaled from a topographic map and have
 QX0435.an estimated accuracy of +/- 6 seconds.
 QX0435
 QX0435.The orthometric height was determined by differential leveling
 QX0435.and adjusted by the National Geodetic Survey in June 1991..
 QX0435
 QX0435.The geoid height was determined by GEOID03.
 QX0435
 QX0435.The dynamic height is computed by dividing the NAVD 88
 QX0435.geopotential number by the normal gravity value computed on the
 QX0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0435.degrees latitude (g = 980.6199 gals.).
 QX0435
 QX0435.The modeled gravity was interpolated from observed gravity values.
 QX0435
 QX0435;                    North         East    Units  Estimated Accuracy
 QX0435;SPC MT       -   157,220.      422,330.      MT  (+/- 180 meters Scaled)
 QX0435
 QX0435                          SUPERSEDED SURVEY CONTROL
 QX0435
 QX0435  NGVD 29 (??/??/92) 1545.079  (m)         5069.15   (f) ADJ UNCH    1 2
 QX0435
 QX0435.Superseded values are not recommended for survey control.
 QX0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0435.See file dsdata.txt to determine how the superseded data were derived.
 QX0435
 QX0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR392545(NAD 83)
 QX0435_MARKER: DB = BENCH MARK DISK
 QX0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0435_SP_SET: CULVERT
 QX0435_STAMPING: J 145 1959
 QX0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0435
 QX0435  HISTORY     - Date     Condition        Report By
 QX0435  HISTORY     - 1959     MONUMENTED       CGS
 QX0435  HISTORY     - 1984     GOOD             USGS
 QX0435
 QX0435                          STATION DESCRIPTION
 QX0435
 QX0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0435'4.2 MI SE FROM HARRISON.
 QX0435'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE NORTHERN
 QX0435'PACIFIC RAILROAD STATION AT HARRISON, THENCE ABOUT 3.55 MILES
 QX0435'SOUTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC RAILROAD, IN THE
 QX0435'SOUTHWEST CORNER OF SECTION 19, T 2 S, R 1 W, 8 POLES NORTHWEST OF
 QX0435'MILEPOST 14, AT A LARGE ARCH TYPE CONCRETE CULVERT, 35 FEET SOUTHWEST
 QX0435'OF THE SOUTHWEST RAIL, IN THE TOP OF THE SOUTHEAST END OF THE
 QX0435'SOUTHWEST CONCRETE HEAD WALL OF THE CULVERT, ABOUT 72 YARDS NORTH OF A
 QX0435'GROVE OF COTTONWOOD TREES WHICH ARE IN A GRAVELED WASH, AND ABOUT 18
 QX0435'FEET BELOW THE LEVEL OF THE TRACKS.
 QX0435
 QX0435                          STATION RECOVERY (1984)
 QX0435
 QX0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0435'HARRISON, 4.2 MILES SOUTHEAST OF, ABOUT 0.6 MILE SOUTH ALONG U.S. 287
 QX0435'FROM THE SCHOOL HOUSE AT HARRISON, THENCE 3.6 MILES SOUTH ALONG
 QX0435'GRAVEL ROAD TO A FENCE ALONG THE SECTION LINE BETWEEN SECTION 24 AND
 QX0435'25, THENCE 0.2 MILE EAST ALONG FENCE LINE, AT A LARGE ARCH TYPE
 QX0435'CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 QX0435'CONCRETE HEADWALL, ABOUT 72 YARDS NORTH OF A GROVE OF COTTONWOOD
 QX0435'THREES WHICH ARE IN A GRAVEL WASH, AND ABOUT 18 FEET BELOW THE TOP OF
 QX0435'THE GRADE, A STANDARD TABLET STAMPED J-145 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0336 ***********************************************************************
 QX0336  DESIGNATION -  J 146
 QX0336  PID         -  QX0336
 QX0336  STATE/COUNTY-  MT/MADISON
 QX0336  USGS QUAD   -  CAMERON (1988)
 QX0336
 QX0336                         *CURRENT SURVEY CONTROL
 QX0336  ___________________________________________________________________
 QX0336* NAD 83(1986)-  45 12 03.     (N)    111 40 44.     (W)     SCALED    
 QX0336* NAVD 88     -      1641.746  (meters)    5386.30   (feet)  ADJUSTED  
 QX0336  ___________________________________________________________________
 QX0336  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 QX0336  DYNAMIC HT  -        1640.993 (meters)    5383.82  (feet)  COMP
 QX0336  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 QX0336
 QX0336  VERT ORDER  -  FIRST     CLASS II
 QX0336
 QX0336.The horizontal coordinates were scaled from a topographic map and have
 QX0336.an estimated accuracy of +/- 6 seconds.
 QX0336
 QX0336.The orthometric height was determined by differential leveling
 QX0336.and adjusted by the National Geodetic Survey in June 1991..
 QX0336
 QX0336.The geoid height was determined by GEOID03.
 QX0336
 QX0336.The dynamic height is computed by dividing the NAVD 88
 QX0336.geopotential number by the normal gravity value computed on the
 QX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0336.degrees latitude (g = 980.6199 gals.).
 QX0336
 QX0336.The modeled gravity was interpolated from observed gravity values.
 QX0336
 QX0336;                    North         East    Units  Estimated Accuracy
 QX0336;SPC MT       -   108,060.      428,840.      MT  (+/- 180 meters Scaled)
 QX0336
 QX0336                          SUPERSEDED SURVEY CONTROL
 QX0336
 QX0336  NGVD 29 (08/20/92) 1640.536  (m)         5382.33   (f) ADJUSTED    1 2
 QX0336
 QX0336.Superseded values are not recommended for survey control.
 QX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0336.See file dsdata.txt to determine how the superseded data were derived.
 QX0336
 QX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR466054(NAD 83)
 QX0336_MARKER: DB = BENCH MARK DISK
 QX0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0336_SP_SET: CONCRETE POST
 QX0336_STAMPING: J 146 1959
 QX0336_MARK LOGO: CGS   
 QX0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0336+STABILITY: SURFACE MOTION
 QX0336
 QX0336  HISTORY     - Date     Condition        Report By
 QX0336  HISTORY     - 1959     MONUMENTED       CGS
 QX0336  HISTORY     - 1987     GOOD             NGS
 QX0336
 QX0336                          STATION DESCRIPTION
 QX0336
 QX0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0336'0.2 MI S FROM CAMERON.
 QX0336'0.2 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND STORE
 QX0336'AT CAMERON, IN THE NORTHWEST 1/4 OF SECTION 25, T 7 S, R 1 W, 72 FEET
 QX0336'EAST OF THE CENTER LINE OF THE HIGHWAY, 219 FEET NORTH OF A T FENCE
 QX0336'CORNER, 160 FEET SOUTH OF THE CENTER LINE OF A GATE, 15 1/2 FEET SOUTH
 QX0336'OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A
 QX0336'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 QX0336'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QX0336
 QX0336                          STATION RECOVERY (1987)
 QX0336
 QX0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0141 ***********************************************************************
 RU0141  DESIGNATION -  J 147
 RU0141  PID         -  RU0141
 RU0141  STATE/COUNTY-  MT/ROSEBUD
 RU0141  USGS QUAD   -  FORSYTH (1984)
 RU0141
 RU0141                         *CURRENT SURVEY CONTROL
 RU0141  ___________________________________________________________________
 RU0141* NAD 83(1986)-  46 17 33.     (N)    106 41 43.     (W)     SCALED    
 RU0141* NAVD 88     -       836.234  (meters)    2743.54   (feet)  ADJUSTED  
 RU0141  ___________________________________________________________________
 RU0141  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 RU0141  DYNAMIC HT  -         836.146 (meters)    2743.26  (feet)  COMP
 RU0141  MODELED GRAV-     980,481.2   (mgal)                       NAVD 88
 RU0141
 RU0141  VERT ORDER  -  FIRST     CLASS II
 RU0141
 RU0141.The horizontal coordinates were scaled from a topographic map and have
 RU0141.an estimated accuracy of +/- 6 seconds.
 RU0141
 RU0141.The orthometric height was determined by differential leveling
 RU0141.and adjusted by the National Geodetic Survey in June 1991..
 RU0141
 RU0141.The geoid height was determined by GEOID03.
 RU0141
 RU0141.The dynamic height is computed by dividing the NAVD 88
 RU0141.geopotential number by the normal gravity value computed on the
 RU0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0141.degrees latitude (g = 980.6199 gals.).
 RU0141
 RU0141.The modeled gravity was interpolated from observed gravity values.
 RU0141
 RU0141;                    North         East    Units  Estimated Accuracy
 RU0141;SPC MT       -   230,840.      815,960.      MT  (+/- 180 meters Scaled)
 RU0141
 RU0141                          SUPERSEDED SURVEY CONTROL
 RU0141
 RU0141  NGVD 29 (??/??/92)  835.602  (m)         2741.47   (f) ADJ UNCH    1 2
 RU0141
 RU0141.Superseded values are not recommended for survey control.
 RU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0141.See file dsdata.txt to determine how the superseded data were derived.
 RU0141
 RU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM694279(NAD 83)
 RU0141_MARKER: DB = BENCH MARK DISK
 RU0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0141_STAMPING: J 147 1960
 RU0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0141+STABILITY: SURFACE MOTION
 RU0141
 RU0141  HISTORY     - Date     Condition        Report By
 RU0141  HISTORY     - 1960     MONUMENTED       CGS
 RU0141
 RU0141                          STATION DESCRIPTION
 RU0141
 RU0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0141'3.6 MI N FROM FORSYTH.
 RU0141'ABOUT 0.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0141'STATION AT FORSYTH, THENCE 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 12,
 RU0141'THENCE 0.7 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.85 MILE
 RU0141'NORTH ALONG A GRAVELED ROAD, ON THE CREST OF A HILL, IN SECTION 10, R
 RU0141'40 E, T 6 N, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 46 FEET
 RU0141'NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 32 FEET NORTH OF
 RU0141'THE CENTER OF A GATE, 93 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A
 RU0141'FENCE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 RU0141'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0055 ***********************************************************************
 RU0055  DESIGNATION -  J 148
 RU0055  PID         -  RU0055
 RU0055  STATE/COUNTY-  MT/ROSEBUD
 RU0055  USGS QUAD   -  THURLOW (1984)
 RU0055
 RU0055                         *CURRENT SURVEY CONTROL
 RU0055  ___________________________________________________________________
 RU0055* NAD 83(1986)-  46 16 47.     (N)    106 20 24.     (W)     SCALED    
 RU0055* NAVD 88     -       749.121  (meters)    2457.74   (feet)  ADJUSTED  
 RU0055  ___________________________________________________________________
 RU0055  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RU0055  DYNAMIC HT  -         749.052 (meters)    2457.51  (feet)  COMP
 RU0055  MODELED GRAV-     980,498.4   (mgal)                       NAVD 88
 RU0055
 RU0055  VERT ORDER  -  FIRST     CLASS II
 RU0055
 RU0055.The horizontal coordinates were scaled from a topographic map and have
 RU0055.an estimated accuracy of +/- 6 seconds.
 RU0055
 RU0055.The orthometric height was determined by differential leveling
 RU0055.and adjusted by the National Geodetic Survey in June 1991..
 RU0055
 RU0055.The geoid height was determined by GEOID03.
 RU0055
 RU0055.The dynamic height is computed by dividing the NAVD 88
 RU0055.geopotential number by the normal gravity value computed on the
 RU0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0055.degrees latitude (g = 980.6199 gals.).
 RU0055
 RU0055.The modeled gravity was interpolated from observed gravity values.
 RU0055
 RU0055;                    North         East    Units  Estimated Accuracy
 RU0055;SPC MT       -   230,470.      843,350.      MT  (+/- 180 meters Scaled)
 RU0055
 RU0055                          SUPERSEDED SURVEY CONTROL
 RU0055
 RU0055  NGVD 29 (??/??/92)  748.519  (m)         2455.77   (f) ADJ UNCH    1 2
 RU0055
 RU0055.Superseded values are not recommended for survey control.
 RU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0055.See file dsdata.txt to determine how the superseded data were derived.
 RU0055
 RU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM967260(NAD 83)
 RU0055_MARKER: DB = BENCH MARK DISK
 RU0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0055_STAMPING: J 147 1960
 RU0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0055+STABILITY: SURFACE MOTION
 RU0055
 RU0055  HISTORY     - Date     Condition        Report By
 RU0055  HISTORY     - 1960     MONUMENTED       CGS
 RU0055
 RU0055                          STATION DESCRIPTION
 RU0055
 RU0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0055'5.35 MI NE FROM ROSEBUD.
 RU0055'ABOUT 5.35 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0055'STATION AT ROSEBUD, 39 1/2 FEET NORTH OF MILEPOST 106, 0.2 MILE WEST
 RU0055'OF SEMAPHORE NUMBER 105.8, 0.25 MILE WEST OF A PRIVATE ROAD CROSSING,
 RU0055'IN SECTION 15, R 43 E, T 6 N, 40 FEET NORTH OF THE NORTH RAIL, 1 FOOT
 RU0055'SOUTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 RU0055'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0279 ***********************************************************************
 RT0279  DESIGNATION -  J 149
 RT0279  PID         -  RT0279
 RT0279  STATE/COUNTY-  MT/CUSTER
 RT0279  USGS QUAD   -  LIGNITE CREEK (1980)
 RT0279
 RT0279                         *CURRENT SURVEY CONTROL
 RT0279  ___________________________________________________________________
 RT0279* NAD 83(1986)-  46 20 44.     (N)    105 56 54.     (W)     SCALED    
 RT0279* NAVD 88     -       725.645  (meters)    2380.72   (feet)  ADJUSTED  
 RT0279  ___________________________________________________________________
 RT0279  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RT0279  DYNAMIC HT  -         725.588 (meters)    2380.53  (feet)  COMP
 RT0279  MODELED GRAV-     980,511.8   (mgal)                       NAVD 88
 RT0279
 RT0279  VERT ORDER  -  FIRST     CLASS II
 RT0279
 RT0279.The horizontal coordinates were scaled from a topographic map and have
 RT0279.an estimated accuracy of +/- 6 seconds.
 RT0279
 RT0279.The orthometric height was determined by differential leveling
 RT0279.and adjusted by the National Geodetic Survey in June 1991..
 RT0279
 RT0279.The geoid height was determined by GEOID03.
 RT0279
 RT0279.The dynamic height is computed by dividing the NAVD 88
 RT0279.geopotential number by the normal gravity value computed on the
 RT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0279.degrees latitude (g = 980.6199 gals.).
 RT0279
 RT0279.The modeled gravity was interpolated from observed gravity values.
 RT0279
 RT0279;                    North         East    Units  Estimated Accuracy
 RT0279;SPC MT       -   239,060.      873,170.      MT  (+/- 180 meters Scaled)
 RT0279
 RT0279                          SUPERSEDED SURVEY CONTROL
 RT0279
 RT0279  NGVD 29 (??/??/92)  725.050  (m)         2378.77   (f) ADJ UNCH    1 2
 RT0279
 RT0279.Superseded values are not recommended for survey control.
 RT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0279.See file dsdata.txt to determine how the superseded data were derived.
 RT0279
 RT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM270328(NAD 83)
 RT0279_MARKER: DB = BENCH MARK DISK
 RT0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0279_STAMPING: J 149 1960
 RT0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0279+STABILITY: SURFACE MOTION
 RT0279
 RT0279  HISTORY     - Date     Condition        Report By
 RT0279  HISTORY     - 1960     MONUMENTED       CGS
 RT0279
 RT0279                          STATION DESCRIPTION
 RT0279
 RT0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0279'6.25 MI SW FROM MILES CITY.
 RT0279'ABOUT 6.25 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0279'STATION AT MILES CITY, 0.2 MILE NORTHEAST OF MILEPOST 85, AT THE
 RT0279'NORTHEAST EDGE OF A SHALLOW BANK CUT, IN SECTION 22, T 7 N, R 46 E, 68
 RT0279'1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 21 FEET SOUTHWEST OF A
 RT0279'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 40 FEET
 RT0279'NORTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 RT0279'ABOUT 7 FEET BELOW THE RAILS, AND IN THE TOP OF A CONCRETE POST
 RT0279'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0412 ***********************************************************************
 SU0412  DESIGNATION -  J 15
 SU0412  PID         -  SU0412
 SU0412  STATE/COUNTY-  MT/MINERAL
 SU0412  USGS QUAD   -  KEYSTONE PEAK (1985)
 SU0412
 SU0412                         *CURRENT SURVEY CONTROL
 SU0412  ___________________________________________________________________
 SU0412* NAD 83(1986)-  47 20 35.     (N)    114 59 59.     (W)     SCALED    
 SU0412* NAVD 88     -       797.339  (meters)    2615.94   (feet)  ADJUSTED  
 SU0412  ___________________________________________________________________
 SU0412  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 SU0412  DYNAMIC HT  -         797.283 (meters)    2615.75  (feet)  COMP
 SU0412  MODELED GRAV-     980,517.0   (mgal)                       NAVD 88
 SU0412
 SU0412  VERT ORDER  -  FIRST     CLASS II
 SU0412
 SU0412.The horizontal coordinates were scaled from a topographic map and have
 SU0412.an estimated accuracy of +/- 6 seconds.
 SU0412
 SU0412.The orthometric height was determined by differential leveling
 SU0412.and adjusted by the National Geodetic Survey in June 1991..
 SU0412
 SU0412.The geoid height was determined by GEOID03.
 SU0412
 SU0412.The dynamic height is computed by dividing the NAVD 88
 SU0412.geopotential number by the normal gravity value computed on the
 SU0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0412.degrees latitude (g = 980.6199 gals.).
 SU0412
 SU0412.The modeled gravity was interpolated from observed gravity values.
 SU0412
 SU0412;                    North         East    Units  Estimated Accuracy
 SU0412;SPC MT       -   358,270.      184,990.      MT  (+/- 180 meters Scaled)
 SU0412
 SU0412                          SUPERSEDED SURVEY CONTROL
 SU0412
 SU0412  NGVD 29 (??/??/92)  796.198  (m)         2612.19   (f) ADJ UNCH    1 2
 SU0412
 SU0412.Superseded values are not recommended for survey control.
 SU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0412.See file dsdata.txt to determine how the superseded data were derived.
 SU0412
 SU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN510452(NAD 83)
 SU0412_MARKER: DB = BENCH MARK DISK
 SU0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0412_SP_SET: ABUTMENT
 SU0412_STAMPING: J 15 1914
 SU0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0412
 SU0412  HISTORY     - Date     Condition        Report By
 SU0412  HISTORY     - 1914     MONUMENTED       CGS
 SU0412  HISTORY     - 1944     GOOD             NGS
 SU0412  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0412
 SU0412                          STATION DESCRIPTION
 SU0412
 SU0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0412'6.5 MI NE FROM ST REGIS.
 SU0412'6.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC FREIGHT TRACK FROM THE
 SU0412'STATION AT ST. REGIS, SET IN THE SOUTH CORNER OF THE WEST ABUTMENT OF
 SU0412'A SMALL CONCRETE BRIDGE, 4 RAILS WEST OF SEMIPHORE TOWER NO. 2038, 15
 SU0412'FEET NORTHEAST OF A REFERENCE POST, 31 FEET WEST OF BRIDGE SIGN NO.
 SU0412'125 C, 6.2 FEET SOUTH OF SOUTH RAIL OF TRACK, ABOUT 3 FEET BELOW TRACK
 SU0412'LEVEL.  BRONZE BENCH MARK DISK.
 SU0412
 SU0412                          STATION RECOVERY (1980)
 SU0412
 SU0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0412'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-A NEW
 SU0412'HEADWALL HAS BEEN BUILT IN THE DESCRIBED LOCATION, MARK IS PRESUMED
 SU0412'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0345 ***********************************************************************
 RT0345  DESIGNATION -  J 150
 RT0345  PID         -  RT0345
 RT0345  STATE/COUNTY-  MT/CUSTER
 RT0345  USGS QUAD   -  KINSEY NE (1969)
 RT0345
 RT0345                         *CURRENT SURVEY CONTROL
 RT0345  ___________________________________________________________________
 RT0345* NAD 83(1986)-  46 37 51.     (N)    105 32 14.     (W)     SCALED    
 RT0345* NAVD 88     -       700.941  (meters)    2299.67   (feet)  ADJUSTED  
 RT0345  ___________________________________________________________________
 RT0345  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0345  DYNAMIC HT  -         700.908 (meters)    2299.56  (feet)  COMP
 RT0345  MODELED GRAV-     980,544.4   (mgal)                       NAVD 88
 RT0345
 RT0345  VERT ORDER  -  FIRST     CLASS II
 RT0345
 RT0345.The horizontal coordinates were scaled from a topographic map and have
 RT0345.an estimated accuracy of +/- 6 seconds.
 RT0345
 RT0345.The orthometric height was determined by differential leveling
 RT0345.and adjusted by the National Geodetic Survey in June 1991..
 RT0345.WARNING-Repeat measurements at this control monument indicate possible
 RT0345.vertical movement.
 RT0345
 RT0345.The geoid height was determined by GEOID03.
 RT0345
 RT0345.The dynamic height is computed by dividing the NAVD 88
 RT0345.geopotential number by the normal gravity value computed on the
 RT0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0345.degrees latitude (g = 980.6199 gals.).
 RT0345
 RT0345.The modeled gravity was interpolated from observed gravity values.
 RT0345
 RT0345;                    North         East    Units  Estimated Accuracy
 RT0345;SPC MT       -   272,230.      903,160.      MT  (+/- 180 meters Scaled)
 RT0345
 RT0345                          SUPERSEDED SURVEY CONTROL
 RT0345
 RT0345  NGVD 29 (??/??/92)  700.422  (m)         2297.97   (f) ADJ UNCH    1 2
 RT0345
 RT0345.Superseded values are not recommended for survey control.
 RT0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0345.See file dsdata.txt to determine how the superseded data were derived.
 RT0345
 RT0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM588642(NAD 83)
 RT0345_MARKER: DD = SURVEY DISK
 RT0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0345_SP_SET: CULVERT
 RT0345_MARK LOGO: BOR   
 RT0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0345
 RT0345  HISTORY     - Date     Condition        Report By
 RT0345  HISTORY     - UNK      MONUMENTED       BOR
 RT0345  HISTORY     - 1960     GOOD             NGS
 RT0345  HISTORY     - 1981     GOOD             NGS
 RT0345
 RT0345                          STATION DESCRIPTION
 RT0345
 RT0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0345'17.1 MI SW FROM TERRY.
 RT0345'ABOUT 17.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0345'STATION AT TERRY, ALSO 22.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC
 RT0345'RAILWAY FROM THE STATION AT MILES CITY, 8 1/2 POLES SOUTHWEST OF
 RT0345'MILEPOST 56, 0.15 MILE NORTHEAST OF A PRIVATE ROAD CROSSING, IN THE
 RT0345'SOUTHEAST 1/4 OF SECTION 10, T 10 N, R 49 E, SET IN THE TOP AND THE
 RT0345'CENTER OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT FOR AN
 RT0345'IRRIGATION DITCH, 29 FEET NORTHWEST OF THE NORTHWEST RAIL, 45 1/2 FEET
 RT0345'SOUTHEAST OF A FENCE, AND ABOUT 1 1/2 FEET ABOVE THE TRACKS.
 RT0345
 RT0345                          STATION RECOVERY (1981)
 RT0345
 RT0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0167 ***********************************************************************
 SQ0167  DESIGNATION -  J 151
 SQ0167  PID         -  SQ0167
 SQ0167  STATE/COUNTY-  MT/GARFIELD
 SQ0167  USGS QUAD   -  COHAGEN NE (1965)
 SQ0167
 SQ0167                         *CURRENT SURVEY CONTROL
 SQ0167  ___________________________________________________________________
 SQ0167* NAD 83(1986)-  47 08 57.     (N)    106 31 47.     (W)     SCALED    
 SQ0167* NAVD 88     -       858.165  (meters)    2815.50   (feet)  ADJUSTED  
 SQ0167  ___________________________________________________________________
 SQ0167  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 SQ0167  DYNAMIC HT  -         858.147 (meters)    2815.44  (feet)  COMP
 SQ0167  MODELED GRAV-     980,562.4   (mgal)                       NAVD 88
 SQ0167
 SQ0167  VERT ORDER  -  SECOND    CLASS 0
 SQ0167
 SQ0167.The horizontal coordinates were scaled from a topographic map and have
 SQ0167.an estimated accuracy of +/- 6 seconds.
 SQ0167
 SQ0167.The orthometric height was determined by differential leveling
 SQ0167.and adjusted by the National Geodetic Survey in June 1991..
 SQ0167
 SQ0167.The geoid height was determined by GEOID03.
 SQ0167
 SQ0167.The dynamic height is computed by dividing the NAVD 88
 SQ0167.geopotential number by the normal gravity value computed on the
 SQ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0167.degrees latitude (g = 980.6199 gals.).
 SQ0167
 SQ0167.The modeled gravity was interpolated from observed gravity values.
 SQ0167
 SQ0167;                    North         East    Units  Estimated Accuracy
 SQ0167;SPC MT       -   326,420.      825,090.      MT  (+/- 180 meters Scaled)
 SQ0167
 SQ0167                          SUPERSEDED SURVEY CONTROL
 SQ0167
 SQ0167  NGVD 29 (??/??/92)  857.489  (m)         2813.28   (f) ADJ UNCH    2 0
 SQ0167
 SQ0167.Superseded values are not recommended for survey control.
 SQ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0167.See file dsdata.txt to determine how the superseded data were derived.
 SQ0167
 SQ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN840228(NAD 83)
 SQ0167_MARKER: DB = BENCH MARK DISK
 SQ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0167_STAMPING: J 151 1960
 SQ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0167+STABILITY: SURFACE MOTION
 SQ0167
 SQ0167  HISTORY     - Date     Condition        Report By
 SQ0167  HISTORY     - 1960     MONUMENTED       CGS
 SQ0167
 SQ0167                          STATION DESCRIPTION
 SQ0167
 SQ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0167'16.65 MI N FROM COHAGEN.
 SQ0167'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0167'COHAGEN, THENCE 8.4 MILES EAST ALONG A GRADED DIRT ROAD, MIDWAY
 SQ0167'BETWEEN TWO SMALL HILLS, IN SECTION 10, T 16 N, R 41 E, 81 FEET NORTH
 SQ0167'OF THE CENTER LINE OF THE ROAD, 135 FEET NORTH OF AND ACROSS THE ROAD
 SQ0167'FROM TELEPHONE POLE 5E-130, 22 FEET EAST OF THE CENTER LINE OF A TRACK
 SQ0167'ROAD LEADING NORTH, 27 1/2 FEET NORTH OF A FENCE CORNER POST, 2 FEET
 SQ0167'WEST OF A FENCE, 2 1/2 FEET BELOW THE ROAD, AND IN THE TOP OF A
 SQ0167'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0172 ***********************************************************************
 RT0172  DESIGNATION -  J 153
 RT0172  PID         -  RT0172
 RT0172  STATE/COUNTY-  MT/PRAIRIE
 RT0172  USGS QUAD   -  FALLON (1983)
 RT0172
 RT0172                         *CURRENT SURVEY CONTROL
 RT0172  ___________________________________________________________________
 RT0172* NAD 83(1986)-  46 51 25.     (N)    105 00 55.     (W)     SCALED    
 RT0172* NAVD 88     -       652.933  (meters)    2142.16   (feet)  ADJUSTED  
 RT0172  ___________________________________________________________________
 RT0172  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RT0172  DYNAMIC HT  -         652.918 (meters)    2142.12  (feet)  COMP
 RT0172  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 RT0172
 RT0172  VERT ORDER  -  FIRST     CLASS II
 RT0172
 RT0172.The horizontal coordinates were scaled from a topographic map and have
 RT0172.an estimated accuracy of +/- 6 seconds.
 RT0172
 RT0172.The orthometric height was determined by differential leveling
 RT0172.and adjusted by the National Geodetic Survey in June 1991..
 RT0172
 RT0172.The geoid height was determined by GEOID03.
 RT0172
 RT0172.The dynamic height is computed by dividing the NAVD 88
 RT0172.geopotential number by the normal gravity value computed on the
 RT0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0172.degrees latitude (g = 980.6199 gals.).
 RT0172
 RT0172.The modeled gravity was interpolated from observed gravity values.
 RT0172
 RT0172;                    North         East    Units  Estimated Accuracy
 RT0172;SPC MT       -   299,470.      941,610.      MT  (+/- 180 meters Scaled)
 RT0172
 RT0172                          SUPERSEDED SURVEY CONTROL
 RT0172
 RT0172  NGVD 29 (??/??/92)  652.372  (m)         2140.32   (f) ADJ UNCH    1 2
 RT0172
 RT0172.Superseded values are not recommended for survey control.
 RT0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0172.See file dsdata.txt to determine how the superseded data were derived.
 RT0172
 RT0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM988892(NAD 83)
 RT0172_MARKER: DB = BENCH MARK DISK
 RT0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0172_SP_SET: CULVERT
 RT0172_STAMPING: J 153 1960
 RT0172_MARK LOGO: CGS   
 RT0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0172
 RT0172  HISTORY     - Date     Condition        Report By
 RT0172  HISTORY     - 1960     MONUMENTED       CGS
 RT0172  HISTORY     - 1981     GOOD             NGS
 RT0172
 RT0172                          STATION DESCRIPTION
 RT0172
 RT0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0172'5.5 MI NE FROM FALLON.
 RT0172'5.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0172'STATION AT FALLON, 4 POLES SOUTHWEST OF MILEPOST 24, IN SECTION 28, R
 RT0172'53 E, T 13 N, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 RT0172'HEADWALL OF A LARGE CONCRETE CULVERT, 37 FEET SOUTHEAST OF THE
 RT0172'SOUTHEAST RAIL, AND ABOUT 7 FEET BELOW THE TRACK.
 RT0172
 RT0172                          STATION RECOVERY (1981)
 RT0172
 RT0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0118 ***********************************************************************
 SQ0118  DESIGNATION -  J 154
 SQ0118  PID         -  SQ0118
 SQ0118  STATE/COUNTY-  MT/GARFIELD
 SQ0118  USGS QUAD   -  HAFLA SCHOOL (1965)
 SQ0118
 SQ0118                         *CURRENT SURVEY CONTROL
 SQ0118  ___________________________________________________________________
 SQ0118* NAD 83(1986)-  47 08 19.     (N)    106 29 12.     (W)     SCALED    
 SQ0118* NAVD 88     -       831.292  (meters)    2727.33   (feet)  ADJUSTED  
 SQ0118  ___________________________________________________________________
 SQ0118  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 SQ0118  DYNAMIC HT  -         831.273 (meters)    2727.27  (feet)  COMP
 SQ0118  MODELED GRAV-     980,562.7   (mgal)                       NAVD 88
 SQ0118
 SQ0118  VERT ORDER  -  SECOND    CLASS 0
 SQ0118
 SQ0118.The horizontal coordinates were scaled from a topographic map and have
 SQ0118.an estimated accuracy of +/- 6 seconds.
 SQ0118
 SQ0118.The orthometric height was determined by differential leveling
 SQ0118.and adjusted by the National Geodetic Survey in June 1991..
 SQ0118
 SQ0118.The geoid height was determined by GEOID03.
 SQ0118
 SQ0118.The dynamic height is computed by dividing the NAVD 88
 SQ0118.geopotential number by the normal gravity value computed on the
 SQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0118.degrees latitude (g = 980.6199 gals.).
 SQ0118
 SQ0118.The modeled gravity was interpolated from observed gravity values.
 SQ0118
 SQ0118;                    North         East    Units  Estimated Accuracy
 SQ0118;SPC MT       -   325,370.      828,390.      MT  (+/- 180 meters Scaled)
 SQ0118
 SQ0118                          SUPERSEDED SURVEY CONTROL
 SQ0118
 SQ0118  NGVD 29 (??/??/92)  830.620  (m)         2725.13   (f) ADJ UNCH    2 0
 SQ0118
 SQ0118.Superseded values are not recommended for survey control.
 SQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0118.See file dsdata.txt to determine how the superseded data were derived.
 SQ0118
 SQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN872216(NAD 83)
 SQ0118_MARKER: DB = BENCH MARK DISK
 SQ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0118_STAMPING: J 154 1960
 SQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0118+STABILITY: SURFACE MOTION
 SQ0118
 SQ0118  HISTORY     - Date     Condition        Report By
 SQ0118  HISTORY     - 1960     MONUMENTED       CGS
 SQ0118  HISTORY     - 1965     GOOD             USGS
 SQ0118
 SQ0118                          STATION DESCRIPTION
 SQ0118
 SQ0118'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0118'19.5 MI NE FROM COHAGEN.
 SQ0118'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0118'COHAGEN, THENCE 10.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.8
 SQ0118'MILE SOUTH ALONG A GRADED DIRT ROAD, TO THE PLUHAR RANCH, 0.2 MILE
 SQ0118'NORTH OF THE AIRPLANE HANGER, IN SEC 13, T 16 N, R 41 E, ABOUT 300 FT.
 SQ0118'WEST OF CENTER LINE OF THE ROAD, 205 FEET SOUTHEAST OF THE SOUTHEAST
 SQ0118'CORNER OF A MACHINE SHOP AT THE PLUHAR RANCH, 180 FEET SOUTHWEST OF A
 SQ0118'POWER POLE, 37 FEET SOUTH OF THE CENTER LINE OF A DRIVE WAY AND CATTLE
 SQ0118'GUARD, 1 1/2 FT EAST OF T FENCE CORNER POST, IN THE TOP OF A CONCRETE
 SQ0118'POST PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0064 ***********************************************************************
 QX0064  DESIGNATION -  J 155
 QX0064  PID         -  QX0064
 QX0064  STATE/COUNTY-  MT/PARK
 QX0064  USGS QUAD   -  PRAY (1988)
 QX0064
 QX0064                         *CURRENT SURVEY CONTROL
 QX0064  ___________________________________________________________________
 QX0064* NAD 83(1986)-  45 23 06.     (N)    110 43 05.     (W)     SCALED    
 QX0064* NAVD 88     -      1478.757  (meters)    4851.56   (feet)  ADJUSTED  
 QX0064  ___________________________________________________________________
 QX0064  GEOID HEIGHT-          -9.69  (meters)                     GEOID03
 QX0064  DYNAMIC HT  -        1478.138 (meters)    4849.52  (feet)  COMP
 QX0064  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 QX0064
 QX0064  VERT ORDER  -  FIRST     CLASS II
 QX0064
 QX0064.The horizontal coordinates were scaled from a topographic map and have
 QX0064.an estimated accuracy of +/- 6 seconds.
 QX0064
 QX0064.The orthometric height was determined by differential leveling
 QX0064.and adjusted by the National Geodetic Survey in June 1991..
 QX0064
 QX0064.The geoid height was determined by GEOID03.
 QX0064
 QX0064.The dynamic height is computed by dividing the NAVD 88
 QX0064.geopotential number by the normal gravity value computed on the
 QX0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0064.degrees latitude (g = 980.6199 gals.).
 QX0064
 QX0064.The modeled gravity was interpolated from observed gravity values.
 QX0064
 QX0064;                    North         East    Units  Estimated Accuracy
 QX0064;SPC MT       -   126,890.      504,630.      MT  (+/- 180 meters Scaled)
 QX0064
 QX0064                          SUPERSEDED SURVEY CONTROL
 QX0064
 QX0064  NGVD 29 (08/20/92) 1477.552  (m)         4847.60   (f) ADJUSTED    1 2
 QX0064
 QX0064.Superseded values are not recommended for survey control.
 QX0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0064.See file dsdata.txt to determine how the superseded data were derived.
 QX0064
 QX0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR220257(NAD 83)
 QX0064_MARKER: DB = BENCH MARK DISK
 QX0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0064_STAMPING: J 155 1960
 QX0064_MARK LOGO: CGS   
 QX0064_PROJECTION: PROJECTING 4 CENTIMETERS
 QX0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0064+STABILITY: SURFACE MOTION
 QX0064
 QX0064  HISTORY     - Date     Condition        Report By
 QX0064  HISTORY     - 1960     MONUMENTED       CGS
 QX0064  HISTORY     - 1983     GOOD             NGS
 QX0064
 QX0064                          STATION DESCRIPTION
 QX0064
 QX0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0064'1.45 MI NE FROM EMIGRANT.
 QX0064'ABOUT 1.45 MILES NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0064'RAILWAY FROM THE POST OFFICE AT EMIGRANT, IN SECTION 22, T 5 S, R 8 E,
 QX0064'0.4 MILE NORTHEAST OF MILEPOST 22, 44 1/2 FEET SOUTHEAST OF THE
 QX0064'SOUTHEAST RAIL, 0.1 MILE SOUTHWEST OF A PRIVATE ROAD CROSSING, 84 FEET
 QX0064'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 3 FEET NORTHWEST OF A
 QX0064'FENCE, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 QX0064'THE LEVEL OF THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 QX0064'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QX0064
 QX0064                          STATION RECOVERY (1983)
 QX0064
 QX0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0064'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  33.1 KM (20.55
 QX0064'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0064'HIGHWAY 90 IN LIVINGSTON, 28.3 METERS (92.8 FT) NORTHWEST OF THE
 QX0064'CENTERLINE OF THE HIGHWAY, AND 14.0 METERS (45.9 FT) SOUTHEAST OF THE
 QX0064'CENTER OF THE OLD RAILROAD BED.
 QX0064'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 QX0064'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0268 ***********************************************************************
 QX0268  DESIGNATION -  J 160
 QX0268  PID         -  QX0268
 QX0268  STATE/COUNTY-  MT/GALLATIN
 QX0268  USGS QUAD   -  BEACON POINT (1988)
 QX0268
 QX0268                         *CURRENT SURVEY CONTROL
 QX0268  ___________________________________________________________________
 QX0268* NAD 83(1986)-  45 29 35.     (N)    111 16 19.     (W)     SCALED    
 QX0268* NAVD 88     -      1584.987  (meters)    5200.08   (feet)  ADJUSTED  
 QX0268  ___________________________________________________________________
 QX0268  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 QX0268  DYNAMIC HT  -        1584.359 (meters)    5198.02  (feet)  COMP
 QX0268  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 QX0268
 QX0268  VERT ORDER  -  FIRST     CLASS II
 QX0268
 QX0268.The horizontal coordinates were scaled from a topographic map and have
 QX0268.an estimated accuracy of +/- 6 seconds.
 QX0268
 QX0268.The orthometric height was determined by differential leveling
 QX0268.and adjusted by the National Geodetic Survey in June 1991..
 QX0268
 QX0268.The geoid height was determined by GEOID03.
 QX0268
 QX0268.The dynamic height is computed by dividing the NAVD 88
 QX0268.geopotential number by the normal gravity value computed on the
 QX0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0268.degrees latitude (g = 980.6199 gals.).
 QX0268
 QX0268.The modeled gravity was interpolated from observed gravity values.
 QX0268
 QX0268;                    North         East    Units  Estimated Accuracy
 QX0268;SPC MT       -   139,720.      461,540.      MT  (+/- 180 meters Scaled)
 QX0268
 QX0268                          SUPERSEDED SURVEY CONTROL
 QX0268
 QX0268  NGVD 29 (??/??/92) 1583.698  (m)         5195.85   (f) ADJ UNCH    1 2
 QX0268
 QX0268.Superseded values are not recommended for survey control.
 QX0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0268.See file dsdata.txt to determine how the superseded data were derived.
 QX0268
 QX0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR787377(NAD 83)
 QX0268_MARKER: DB = BENCH MARK DISK
 QX0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0268_SP_SET: ABUTMENT
 QX0268_STAMPING: J 160 1960
 QX0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0268
 QX0268  HISTORY     - Date     Condition        Report By
 QX0268  HISTORY     - 1960     MONUMENTED       CGS
 QX0268  HISTORY     - 19850730 GOOD             USGS
 QX0268
 QX0268                          STATION DESCRIPTION
 QX0268
 QX0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0268'8.6 MI SW FROM GALLATIN GATEWAY.
 QX0268'ABOUT 6.35 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 QX0268'GALLATIN GATEWAY, THENCE 2.25 MILES SOUTHWEST ALONG U. S. HIGHWAY 191,
 QX0268'IN SECTION 18, T 4 S, R 4 E, 18 FEET EAST OF THE CENTER LINE OF THE
 QX0268'HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 QX0268'A HIGHWAY BRIDGE OVER SPANISH CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
 QX0268
 QX0268                          STATION RECOVERY (1985)
 QX0268
 QX0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DJW)
 QX0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0309 ***********************************************************************
 QX0309  CBN         -  This is a Cooperative Base Network Control Station.
 QX0309  DESIGNATION -  J 161
 QX0309  PID         -  QX0309
 QX0309  STATE/COUNTY-  MT/GALLATIN
 QX0309  USGS QUAD   -  SUNSHINE POINT (1986)
 QX0309
 QX0309                         *CURRENT SURVEY CONTROL
 QX0309  ___________________________________________________________________
 QX0309* NAD 83(1999)-  45 05 44.29969(N)    111 12 55.00066(W)     ADJUSTED  
 QX0309* NAVD 88     -      1984.362  (meters)    6510.36   (feet)  ADJUSTED  
 QX0309  ___________________________________________________________________
 QX0309  X           -  -1,632,577.635 (meters)                     COMP
 QX0309  Y           -  -4,205,709.810 (meters)                     COMP
 QX0309  Z           -   4,496,256.999 (meters)                     COMP
 QX0309  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 QX0309  ELLIP HEIGHT-        1975.63  (meters)          (04/16/01) GPS OBS
 QX0309  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 QX0309  DYNAMIC HT  -        1983.340 (meters)    6507.01  (feet)  COMP
 QX0309  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 QX0309
 QX0309  HORZ ORDER  -  B
 QX0309  VERT ORDER  -  FIRST     CLASS II
 QX0309  ELLP ORDER  -  FOURTH    CLASS II
 QX0309
 QX0309.The horizontal coordinates were established by GPS observations
 QX0309.and adjusted by the National Geodetic Survey in April 2001..
 QX0309.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0309.DATUM ITEM on the data sheet items page.
 QX0309
 QX0309.The orthometric height was determined by differential leveling
 QX0309.and adjusted by the National Geodetic Survey in June 1991..
 QX0309.WARNING-GPS observations at this control monument resulted in a GPS
 QX0309.derived orthometric height which differed from the leveled height by
 QX0309.more than one decimeter (0.1 meter).
 QX0309
 QX0309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0309
 QX0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0309
 QX0309.The ellipsoidal height was determined by GPS observations
 QX0309.and is referenced to NAD 83.
 QX0309
 QX0309.The geoid height was determined by GEOID03.
 QX0309
 QX0309.The dynamic height is computed by dividing the NAVD 88
 QX0309.geopotential number by the normal gravity value computed on the
 QX0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0309.degrees latitude (g = 980.6199 gals.).
 QX0309
 QX0309.The modeled gravity was interpolated from observed gravity values.
 QX0309
 QX0309;                    North         East     Units Scale Factor Converg.
 QX0309;SPC MT       -    95,470.945   464,999.304   MT  0.99994394   -1 15 17.0
 QX0309;SPC MT       -   313,224.89  1,525,588.27   iFT  0.99994394   -1 15 17.0
 QX0309;UTM  12      - 4,993,597.288   483,061.054   MT  0.99960353   -0 09 08.9
 QX0309
 QX0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0309!SPC MT       -   0.99969035  x   0.99994394  =   0.99963430
 QX0309!UTM  12      -   0.99969035  x   0.99960353  =   0.99929400
 QX0309
 QX0309                          SUPERSEDED SURVEY CONTROL
 QX0309
 QX0309  NAD 83(1992)-  45 05 44.29933(N)    111 12 54.99953(W) AD(       ) B
 QX0309  ELLIP H (05/15/92) 1975.70   (m)                       GP(       ) 4 2
 QX0309  NAD 83(1986)-  45 05 44.28980(N)    111 12 54.98405(W) AD(       ) 1
 QX0309  NAVD 88 (05/28/92) 1984.36   (m)         6510.4    (f) LEVELING    3  
 QX0309  NGVD 29 (??/??/92) 1982.858  (m)         6505.43   (f) ADJ UNCH    1 2
 QX0309
 QX0309.Superseded values are not recommended for survey control.
 QX0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0309.See file dsdata.txt to determine how the superseded data were derived.
 QX0309
 QX0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ8306193597(NAD 83)
 QX0309_MARKER: DB = BENCH MARK DISK
 QX0309_SETTING: 80 = SET IN A BOULDER
 QX0309_SP_SET: BOULDER
 QX0309_STAMPING: J 161 1960
 QX0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 QX0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0309+STABILITY: SURFACE MOTION
 QX0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0309+SATELLITE: SATELLITE OBSERVATIONS - 1987
 QX0309
 QX0309  HISTORY     - Date     Condition        Report By
 QX0309  HISTORY     - 1960     MONUMENTED       CGS
 QX0309  HISTORY     - 1987     GOOD             NGS
 QX0309
 QX0309                          STATION DESCRIPTION
 QX0309
 QX0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0309'0.45 MI S FROM 320 RANCH.
 QX0309'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 191 FROM THE ENTRANCE TO THE
 QX0309'320 RANCH, FORMERLY ELDRIDGE, IN SECTION 34, T 8 S, R 4 E, 110 FEET
 QX0309'EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A BOULDER
 QX0309'WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND.
 QX0309
 QX0309                          STATION RECOVERY (1987)
 QX0309
 QX0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 QX0309'THE STATION WAS RECOVERED AT THIS DATE.
 QX0309'
 QX0309'THE STATION IS LOCATED ABOUT 49.9 KM (31 MI)
 QX0309'NORTH OF WEST YELLOWSTONE,
 QX0309'2.4 KM (1.5 MI) NORTHWEST OF THE U.S. HIGHWAY 191 BRIDGE OVER
 QX0309'TAYLOR FORK,
 QX0309'0.7 KM (0.45 MI) SOUTHEAST OF THE ENTRANCE TO THE 320 RANCH, IN THE
 QX0309'NORTHEAST 1/4 OF SECTION 34, T 8 S, R 4 E, IN A SAGEBRUSH STRIP
 QX0309'BETWEEN THE HIGHWAY AND THE GALLATIN RIVER.
 QX0309'OWNERSHIP--UNKNOWN.
 QX0309'
 QX0309'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 191 AND
 QX0309'287, WHICH IS ABOUT 12.9 KM (8 MI) NORTH OF WEST YELLOWSTONE, GO
 QX0309'NORTH FOR 35.1 KM (21.8 MI) ON HIGHWAY 191 TO THE YELLOWSTONE
 QX0309'NATIONAL PARK BOUNDARY AT MILEPOST 31.  CONTINUE AHEAD FOR 4.5 KM
 QX0309'(2.8 MI) TO THE BRIDGE OVER TAYLOR FORK.  CONTINUE AHEAD FOR 2.1 KM
 QX0309'(1.3 MI) TO THE NORTH END OF A SMALL TURNOUT ON THE RIGHT.
 QX0309'CONTINUE AHEAD FOR 52 METERS (170 FT) TO THE STATION ON THE RIGHT.
 QX0309'
 QX0309'THE STATION IS A STANDARD CGS BENCH MARK DISK
 QX0309'STAMPED---J 161 1960---,
 QX0309'SET INTO A DRILL HOLE IN THE CENTER OF A 0.9 METERS BY 0.7 METERS
 QX0309'BOULDER PROJECTING 30 CM ABOVE GROUND.  LOCATED
 QX0309'33.9 METERS (111.2 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 QX0309'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY,
 QX0309'0.8 METERS (2.6 FT) SOUTHWEST FROM A CARSONITE WITNESS POST AND
 QX0309'ABOUT
 QX0309'20 METERS (65.6 FT) SOUTHEAST FROM THE HIGHEST POINT OF A SLIGHT
 QX0309'KNOLL.
 QX0309'
 QX0309'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 QX0309'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 QX0309'
 QX0309'THIS STATION SUITABLE FOR GPS SURVEYS.
 QX0309'
 QX0309'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0155 ***********************************************************************
 PY0155  DESIGNATION -  J 162
 PY0155  PID         -  PY0155
 PY0155  STATE/COUNTY-  MT/YELLOWSTONE NAT PARK
 PY0155  USGS QUAD   -  MAMMOTH (1986)
 PY0155
 PY0155                         *CURRENT SURVEY CONTROL
 PY0155  ___________________________________________________________________
 PY0155* NAD 83(1986)-  44 59 32.     (N)    110 41 31.     (W)     SCALED    
 PY0155* NAVD 88     -      1716.907  (meters)    5632.89   (feet)  ADJUSTED  
 PY0155  ___________________________________________________________________
 PY0155  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0155  DYNAMIC HT  -        1716.054 (meters)    5630.09  (feet)  COMP
 PY0155  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 PY0155
 PY0155  VERT ORDER  -  FIRST     CLASS II
 PY0155
 PY0155.The horizontal coordinates were scaled from a topographic map and have
 PY0155.an estimated accuracy of +/- 6 seconds.
 PY0155
 PY0155.The orthometric height was determined by differential leveling
 PY0155.and adjusted by the National Geodetic Survey in June 1991..
 PY0155
 PY0155.The geoid height was determined by GEOID03.
 PY0155
 PY0155.The dynamic height is computed by dividing the NAVD 88
 PY0155.geopotential number by the normal gravity value computed on the
 PY0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0155.degrees latitude (g = 980.6199 gals.).
 PY0155
 PY0155.The modeled gravity was interpolated from observed gravity values.
 PY0155
 PY0155;                    North         East    Units  Estimated Accuracy
 PY0155;SPC MT       -    83,220.      506,010.      MT  (+/- 180 meters Scaled)
 PY0155
 PY0155                          SUPERSEDED SURVEY CONTROL
 PY0155
 PY0155  NGVD 29 (08/20/92) 1715.709  (m)         5628.96   (f) ADJUSTED    1 2
 PY0155
 PY0155.Superseded values are not recommended for survey control.
 PY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0155.See file dsdata.txt to determine how the superseded data were derived.
 PY0155
 PY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ242821(NAD 83)
 PY0155_MARKER: DB = BENCH MARK DISK
 PY0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0155_SP_SET: BRIDGE SIDEWALK
 PY0155_STAMPING: J 162 1960
 PY0155_MARK LOGO: CGS   
 PY0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0155+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0155
 PY0155  HISTORY     - Date     Condition        Report By
 PY0155  HISTORY     - 1960     MONUMENTED       CGS
 PY0155  HISTORY     - 1983     GOOD             NGS
 PY0155  HISTORY     - 20011002 GOOD             NGS
 PY0155
 PY0155                          STATION DESCRIPTION
 PY0155
 PY0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0155'3.15 MI S FROM GARDINER.
 PY0155'ABOUT 0.15 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE NORTHERN PACIFIC
 PY0155'RAILWAY STATION AT GARDINER, THENCE 3.0 MILES NORTH ALONG THE
 PY0155'GARDINER-MAMMOTH HOT SPRINGS HIGHWAY, OR 2.25 MILES NORTH FROM THE
 PY0155'POST OFFICE AT MAMMOTH HOT SPRINGS, IN YELLOWSTONE NATIONAL PARK, 16
 PY0155'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 PY0155'THE NORTHWEST END OF THE CONCRETE WALK ON THE SOUTHWEST SIDE OF A
 PY0155'CONCRETE HIGHWAY BRIDGE OVER THE GARDINER RIVER, 10 INCHES NORTH OF
 PY0155'THE NORTHWEST END OF A STEEL GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE
 PY0155'LEVEL OF THE HIGHWAY.
 PY0155
 PY0155                          STATION RECOVERY (1983)
 PY0155
 PY0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0155'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.6 KM (2.25
 PY0155'MI) NORTHERLY ALONG THE YELLOWSTONE NATIONAL PARK HIGHWAY FROM THE
 PY0155'POST OFFICE IN MAMMOTH HOT SPRINGS.  OR 0.3 KM (0.2 MI) WEST ALONG
 PY0155'MAIN STREET FROM ITS JUNCTION IN GARDINER MT, THENCE 4.8 KM (3.0 MI)
 PY0155'SOUTHERLY ALONG THE YELLOWSTONE NATIONAL PARK HIGHWAY, IN TOP OF THE
 PY0155'SOUTHWEST CONCRETE ABUTMENT WALKWAY OF A HIGHWAY BRIDGE OVER THE
 PY0155'GARDINER RIVER, AND 5.0 METERS (16.4 FT) SOUTHWEST OF THE CENTERLINE
 PY0155'OF THE HIGHWAY.
 PY0155'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PY0155
 PY0155                          STATION RECOVERY (2001)
 PY0155
 PY0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0206 ***********************************************************************
 SP0206  DESIGNATION -  J 163
 SP0206  PID         -  SP0206
 SP0206  STATE/COUNTY-  MT/MCCONE
 SP0206  USGS QUAD   -  CIRCLE (1983)
 SP0206
 SP0206                         *CURRENT SURVEY CONTROL
 SP0206  ___________________________________________________________________
 SP0206* NAD 83(1986)-  47 25 10.     (N)    105 32 17.     (W)     SCALED    
 SP0206* NAVD 88     -       753.051  (meters)    2470.63   (feet)  ADJUSTED  
 SP0206  ___________________________________________________________________
 SP0206  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 SP0206  DYNAMIC HT  -         753.069 (meters)    2470.69  (feet)  COMP
 SP0206  MODELED GRAV-     980,610.3   (mgal)                       NAVD 88
 SP0206
 SP0206  VERT ORDER  -  SECOND    CLASS 0
 SP0206
 SP0206.The horizontal coordinates were scaled from a topographic map and have
 SP0206.an estimated accuracy of +/- 6 seconds.
 SP0206
 SP0206.The orthometric height was determined by differential leveling
 SP0206.and adjusted by the National Geodetic Survey in June 1991..
 SP0206
 SP0206.The geoid height was determined by GEOID03.
 SP0206
 SP0206.The dynamic height is computed by dividing the NAVD 88
 SP0206.geopotential number by the normal gravity value computed on the
 SP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0206.degrees latitude (g = 980.6199 gals.).
 SP0206
 SP0206.The modeled gravity was interpolated from observed gravity values.
 SP0206
 SP0206;                    North         East    Units  Estimated Accuracy
 SP0206;SPC MT       -   359,740.      898,660.      MT  (+/- 180 meters Scaled)
 SP0206
 SP0206                          SUPERSEDED SURVEY CONTROL
 SP0206
 SP0206  NGVD 29 (??/??/92)  752.451  (m)         2468.67   (f) ADJ UNCH    2 0
 SP0206
 SP0206.Superseded values are not recommended for survey control.
 SP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0206.See file dsdata.txt to determine how the superseded data were derived.
 SP0206
 SP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN594519(NAD 83)
 SP0206_MARKER: DB = BENCH MARK DISK
 SP0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0206_STAMPING: J 163 1934
 SP0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0206+STABILITY: SURFACE MOTION
 SP0206
 SP0206  HISTORY     - Date     Condition        Report By
 SP0206  HISTORY     - 1934     MONUMENTED       CGS
 SP0206  HISTORY     - 1946     GOOD             NGS
 SP0206  HISTORY     - 1977     GOOD             USGS
 SP0206
 SP0206                          STATION DESCRIPTION
 SP0206
 SP0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SP0206'2.7 MI SE FROM CIRCLE.
 SP0206'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM CIRCLE, MCCONE COUNTY,
 SP0206'110 FEET EAST OF A GATE IN THE RIGHT-OF-WAY FENCE, 53 FEET SOUTH OF
 SP0206'THE CENTERLINE OF THE HIGHWAY, 45 FEET NORTH OF THE CENTERLINE OF THE
 SP0206'NORTHERN PACIFIC RAILWAY TRACK, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY
 SP0206'FENCE.  A STANDARD DISK, STAMPED J 163 1934 AND SET IN THE TOP OF A
 SP0206'CONCRETE POST.
 SP0206
 SP0206                          STATION RECOVERY (1977)
 SP0206
 SP0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0206'CIRCLE, 1.2 MI EAST ALONG STATE HWY. 200 FROM JCT. OF STATE HWYS. 13
 SP0206'AND 200 AT, THENCE 0.9 MI SE. ALONG STATE HWY. 200S FROM JCT. OF
 SP0206'STATE HWYS 200 AND 200S. 0.5 MI NW. OF SE. COR. OF SEC. 12, T. 19 N.,
 SP0206'R. 48 E. 121 FT. SE. ALONG HWY. AND 88 FT SW. AND 0.6 FT LOWER THAN
 SP0206'T-RD. SW., 43 FT NW. OF RR., 5 FT SE. OF TELEPHONE POLE. IN 6 INCH
 SP0206'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. STANDARD TABLET
 SP0206'STAMPED J 163 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0148 ***********************************************************************
 SP0148  DESIGNATION -  J 164
 SP0148  PID         -  SP0148
 SP0148  STATE/COUNTY-  MT/DAWSON
 SP0148  USGS QUAD   -  LINDSAY (1983)
 SP0148
 SP0148                         *CURRENT SURVEY CONTROL
 SP0148  ___________________________________________________________________
 SP0148* NAD 83(1986)-  47 13 12.     (N)    105 09 04.     (W)     SCALED    
 SP0148* NAVD 88     -       817.916  (meters)    2683.45   (feet)  ADJUSTED  
 SP0148  ___________________________________________________________________
 SP0148  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SP0148  DYNAMIC HT  -         817.903 (meters)    2683.40  (feet)  COMP
 SP0148  MODELED GRAV-     980,568.8   (mgal)                       NAVD 88
 SP0148
 SP0148  VERT ORDER  -  SECOND    CLASS 0
 SP0148
 SP0148.The horizontal coordinates were scaled from a topographic map and have
 SP0148.an estimated accuracy of +/- 6 seconds.
 SP0148
 SP0148.The orthometric height was determined by differential leveling
 SP0148.and adjusted by the National Geodetic Survey in June 1991..
 SP0148
 SP0148.The geoid height was determined by GEOID03.
 SP0148
 SP0148.The dynamic height is computed by dividing the NAVD 88
 SP0148.geopotential number by the normal gravity value computed on the
 SP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0148.degrees latitude (g = 980.6199 gals.).
 SP0148
 SP0148.The modeled gravity was interpolated from observed gravity values.
 SP0148
 SP0148;                    North         East    Units  Estimated Accuracy
 SP0148;SPC MT       -   339,160.      929,030.      MT  (+/- 180 meters Scaled)
 SP0148
 SP0148                          SUPERSEDED SURVEY CONTROL
 SP0148
 SP0148  NGVD 29 (??/??/92)  817.316  (m)         2681.48   (f) ADJ UNCH    2 0
 SP0148
 SP0148.Superseded values are not recommended for survey control.
 SP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0148.See file dsdata.txt to determine how the superseded data were derived.
 SP0148
 SP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN885296(NAD 83)
 SP0148_MARKER: DB = BENCH MARK DISK
 SP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0148_STAMPING: J-164 1934
 SP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0148+STABILITY: SURFACE MOTION
 SP0148
 SP0148  HISTORY     - Date     Condition        Report By
 SP0148  HISTORY     - 1934     MONUMENTED       CGS
 SP0148  HISTORY     - 1935     GOOD             NGS
 SP0148  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0148
 SP0148                          STATION DESCRIPTION
 SP0148
 SP0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0148'IN LINDSAY.
 SP0148'AT LINDSAY, DAWSON COUNTY, ON STATE HIGHWAY 18, 100 YARDS NORTHEAST OF
 SP0148'THE NORTHERN PACIFIC RAILWAY STATION, AT THE JUNCTION OF A T-ROAD
 SP0148'LEADING SOUTH, 34 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 33
 SP0148'FEET EAST OF THE CENTERLINE OF THE T-ROAD.  A STANDARD DISK, STAMPED J
 SP0148'164 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SP0148
 SP0148                          STATION RECOVERY (1935)
 SP0148
 SP0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 SP0148'RECOVERED IN GOOD CONDITION.
 SP0148
 SP0148                          STATION RECOVERY (1977)
 SP0148
 SP0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0743 ***********************************************************************
 SS0743  DESIGNATION -  J 165
 SS0743  PID         -  SS0743
 SS0743  STATE/COUNTY-  MT/CASCADE
 SS0743  USGS QUAD   -  FIFE (1994)
 SS0743
 SS0743                         *CURRENT SURVEY CONTROL
 SS0743  ___________________________________________________________________
 SS0743* NAD 83(1986)-  47 28 31.     (N)    111 07 12.     (W)     SCALED    
 SS0743* NAVD 88     -      1053.054  (meters)    3454.89   (feet)  ADJUSTED  
 SS0743  ___________________________________________________________________
 SS0743  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 SS0743  DYNAMIC HT  -        1052.990 (meters)    3454.68  (feet)  COMP
 SS0743  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 SS0743
 SS0743  VERT ORDER  -  FIRST     CLASS II
 SS0743
 SS0743.The horizontal coordinates were scaled from a topographic map and have
 SS0743.an estimated accuracy of +/- 6 seconds.
 SS0743
 SS0743.The orthometric height was determined by differential leveling
 SS0743.and adjusted by the National Geodetic Survey in June 1991..
 SS0743
 SS0743.The geoid height was determined by GEOID03.
 SS0743
 SS0743.The dynamic height is computed by dividing the NAVD 88
 SS0743.geopotential number by the normal gravity value computed on the
 SS0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0743.degrees latitude (g = 980.6199 gals.).
 SS0743
 SS0743.The modeled gravity was interpolated from observed gravity values.
 SS0743
 SS0743;                    North         East    Units  Estimated Accuracy
 SS0743;SPC MT       -   359,650.      477,970.      MT  (+/- 180 meters Scaled)
 SS0743
 SS0743                          SUPERSEDED SURVEY CONTROL
 SS0743
 SS0743  NGVD 29 (??/??/92) 1052.162  (m)         3451.97   (f) ADJ UNCH    1 2
 SS0743
 SS0743.Superseded values are not recommended for survey control.
 SS0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0743.See file dsdata.txt to determine how the superseded data were derived.
 SS0743
 SS0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT909579(NAD 83)
 SS0743_MARKER: DB = BENCH MARK DISK
 SS0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0743_STAMPING: J 165 1961
 SS0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0743+STABILITY: SURFACE MOTION
 SS0743
 SS0743  HISTORY     - Date     Condition        Report By
 SS0743  HISTORY     - 1961     MONUMENTED       CGS
 SS0743
 SS0743                          STATION DESCRIPTION
 SS0743
 SS0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0743'3.0 MI NE FROM GERBER.
 SS0743'ABOUT 3.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0743'STATION SIGN AT GERBER, IN SECTION 20, T 20 N, R 5 E, ABOUT 0.3 MILE
 SS0743'SOUTHWEST OF A SET OF RANCH BUILDINGS, 4 FEET NORTHEAST OF THE FOURTH
 SS0743'POLE NORTHEAST OF MILEPOST 210, 40 FEET NORTHWEST OF THE NORTHWEST
 SS0743'RAIL, 58 FEET SOUTHEST OF A FENCE, IN LINE WITH A ROW OF POLES, 0.9
 SS0743'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL
 SS0743'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SS0743'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0375 ***********************************************************************
 SS0375  DESIGNATION -  J 166
 SS0375  PID         -  SS0375
 SS0375  STATE/COUNTY-  MT/JUDITH BASIN
 SS0375  USGS QUAD   -  RAYNESFORD (1995)
 SS0375
 SS0375                         *CURRENT SURVEY CONTROL
 SS0375  ___________________________________________________________________
 SS0375* NAD 83(1986)-  47 16 57.     (N)    110 39 53.     (W)     SCALED    
 SS0375* NAVD 88     -      1295.271  (meters)    4249.57   (feet)  ADJUSTED  
 SS0375  ___________________________________________________________________
 SS0375  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 SS0375  DYNAMIC HT  -        1295.092 (meters)    4248.98  (feet)  COMP
 SS0375  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 SS0375
 SS0375  VERT ORDER  -  FIRST     CLASS II
 SS0375
 SS0375.The horizontal coordinates were scaled from a topographic map and have
 SS0375.an estimated accuracy of +/- 6 seconds.
 SS0375
 SS0375.The orthometric height was determined by differential leveling
 SS0375.and adjusted by the National Geodetic Survey in June 1991..
 SS0375
 SS0375.The geoid height was determined by GEOID03.
 SS0375
 SS0375.The dynamic height is computed by dividing the NAVD 88
 SS0375.geopotential number by the normal gravity value computed on the
 SS0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0375.degrees latitude (g = 980.6199 gals.).
 SS0375
 SS0375.The modeled gravity was interpolated from observed gravity values.
 SS0375
 SS0375;                    North         East    Units  Estimated Accuracy
 SS0375;SPC MT       -   337,620.      511,940.      MT  (+/- 180 meters Scaled)
 SS0375
 SS0375                          SUPERSEDED SURVEY CONTROL
 SS0375
 SS0375  NGVD 29 (??/??/92) 1294.304  (m)         4246.40   (f) ADJ UNCH    1 2
 SS0375
 SS0375.Superseded values are not recommended for survey control.
 SS0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0375.See file dsdata.txt to determine how the superseded data were derived.
 SS0375
 SS0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT253366(NAD 83)
 SS0375_MARKER: DB = BENCH MARK DISK
 SS0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0375_STAMPING: J 166 1961
 SS0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0375+STABILITY: SURFACE MOTION
 SS0375
 SS0375  HISTORY     - Date     Condition        Report By
 SS0375  HISTORY     - 1961     MONUMENTED       CGS
 SS0375
 SS0375                          STATION DESCRIPTION
 SS0375
 SS0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0375'3.8 MI E FROM RAYNESFORD.
 SS0375'ABOUT 3.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0375'AT RAYNESFORD, IN SECTION 35, T 18 N, R 8 E, 0.25 MILE SOUTHWEST OF A
 SS0375'ROAD CROSSING, 10 POLES SOUTHWEST OF MILEPOST 179, 52 FEET NORTHWEST
 SS0375'OF THE NORTHWEST RAIL, 40 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD
 SS0375'WHICH PARALLELS THE TRACK, 14 1/2 FEET SOUTHEAST OF A POWER POLE, 4
 SS0375'1/2 FEET NORTHWEST OF A FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS
 SS0375'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND ABOUT 2 FEET BELOW
 SS0375'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0375'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0091 ***********************************************************************
 SS0091  DESIGNATION -  J 167
 SS0091  PID         -  SS0091
 SS0091  STATE/COUNTY-  MT/JUDITH BASIN
 SS0091  USGS QUAD   -  WINDHAM (1979)
 SS0091
 SS0091                         *CURRENT SURVEY CONTROL
 SS0091  ___________________________________________________________________
 SS0091* NAD 83(1986)-  47 07 22.     (N)    110 10 07.     (W)     SCALED    
 SS0091* NAVD 88     -      1321.850  (meters)    4336.77   (feet)  ADJUSTED  
 SS0091  ___________________________________________________________________
 SS0091  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SS0091  DYNAMIC HT  -        1321.663 (meters)    4336.16  (feet)  COMP
 SS0091  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 SS0091
 SS0091  VERT ORDER  -  FIRST     CLASS II
 SS0091
 SS0091.The horizontal coordinates were scaled from a topographic map and have
 SS0091.an estimated accuracy of +/- 6 seconds.
 SS0091
 SS0091.The orthometric height was determined by differential leveling
 SS0091.and adjusted by the National Geodetic Survey in June 1991..
 SS0091
 SS0091.The geoid height was determined by GEOID03.
 SS0091
 SS0091.The dynamic height is computed by dividing the NAVD 88
 SS0091.geopotential number by the normal gravity value computed on the
 SS0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0091.degrees latitude (g = 980.6199 gals.).
 SS0091
 SS0091.The modeled gravity was interpolated from observed gravity values.
 SS0091
 SS0091;                    North         East    Units  Estimated Accuracy
 SS0091;SPC MT       -   319,440.      549,300.      MT  (+/- 180 meters Scaled)
 SS0091
 SS0091                          SUPERSEDED SURVEY CONTROL
 SS0091
 SS0091  NGVD 29 (??/??/92) 1320.926  (m)         4333.74   (f) ADJ UNCH    1 2
 SS0091
 SS0091.Superseded values are not recommended for survey control.
 SS0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0091.See file dsdata.txt to determine how the superseded data were derived.
 SS0091
 SS0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT630191(NAD 83)
 SS0091_MARKER: DB = BENCH MARK DISK
 SS0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0091_STAMPING: J 167 1961
 SS0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0091+STABILITY: SURFACE MOTION
 SS0091
 SS0091  HISTORY     - Date     Condition        Report By
 SS0091  HISTORY     - 1961     MONUMENTED       CGS
 SS0091
 SS0091                          STATION DESCRIPTION
 SS0091
 SS0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0091'3.5 MI SE FROM STANFORD.
 SS0091'ABOUT 3.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0091'STATION AT STANFORD, OR 3.7 MILES NORTHWEST ALONG THE GREAT NORTHERN
 SS0091'RAILWAY FROM THE STATION AT WINDHAM, IN SECTION 26, T 16 N, R 12 E, 15
 SS0091'POLES NORTHWEST OF MILEPOST 150, 21 POLES SOUTHEAST OF MILEPOST 151,
 SS0091'AT THE NORTHWEST END OF A CUT, 66 FEET NORTHEAST OF THE NORTHEAST
 SS0091'RAIL, 101 FEET NORTHWEST OF A POWER POLE, 13 FEET SOUTHEAST OF THE
 SS0091'CENTER OF A WIRE GATE, 2 FEET SOUTHWEST OF A WOODEN SNOW FENCE, 1.0
 SS0091'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 SS0091'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SS0091'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0395 ***********************************************************************
 SR0395  DESIGNATION -  J 168
 SR0395  PID         -  SR0395
 SR0395  STATE/COUNTY-  MT/FERGUS
 SR0395  USGS QUAD   -  HILGER (1985)
 SR0395
 SR0395                         *CURRENT SURVEY CONTROL
 SR0395  ___________________________________________________________________
 SR0395* NAD 83(1986)-  47 19 56.     (N)    109 20 47.     (W)     SCALED    
 SR0395* NAVD 88     -      1136.748  (meters)    3729.48   (feet)  ADJUSTED  
 SR0395  ___________________________________________________________________
 SR0395  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 SR0395  DYNAMIC HT  -        1136.656 (meters)    3729.18  (feet)  COMP
 SR0395  MODELED GRAV-     980,492.5   (mgal)                       NAVD 88
 SR0395
 SR0395  VERT ORDER  -  FIRST     CLASS II
 SR0395
 SR0395.The horizontal coordinates were scaled from a topographic map and have
 SR0395.an estimated accuracy of +/- 6 seconds.
 SR0395
 SR0395.The orthometric height was determined by differential leveling
 SR0395.and adjusted by the National Geodetic Survey in June 1991..
 SR0395
 SR0395.The geoid height was determined by GEOID03.
 SR0395
 SR0395.The dynamic height is computed by dividing the NAVD 88
 SR0395.geopotential number by the normal gravity value computed on the
 SR0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0395.degrees latitude (g = 980.6199 gals.).
 SR0395
 SR0395.The modeled gravity was interpolated from observed gravity values.
 SR0395
 SR0395;                    North         East    Units  Estimated Accuracy
 SR0395;SPC MT       -   342,500.      611,600.      MT  (+/- 180 meters Scaled)
 SR0395
 SR0395                          SUPERSEDED SURVEY CONTROL
 SR0395
 SR0395  NGVD 29 (??/??/92) 1135.893  (m)         3726.68   (f) ADJ UNCH    1 2
 SR0395
 SR0395.Superseded values are not recommended for survey control.
 SR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0395.See file dsdata.txt to determine how the superseded data were derived.
 SR0395
 SR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT249434(NAD 83)
 SR0395_MARKER: DB = BENCH MARK DISK
 SR0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0395_STAMPING: J 168 1961
 SR0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0395+STABILITY: SURFACE MOTION
 SR0395
 SR0395  HISTORY     - Date     Condition        Report By
 SR0395  HISTORY     - 1961     MONUMENTED       CGS
 SR0395
 SR0395                          STATION DESCRIPTION
 SR0395
 SR0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0395'1.1 MI SE FROM MOULTON.
 SR0395'ABOUT 1.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0395'PACIFIC RAILROAD FROM THE STATION SIGN AT MOULTON, IN SECTION 18, T 18
 SR0395'N, R 19 E, 0.15 MILE NORTHWEST OF MILEPOST 4, ABOUT MIDWAY AND ON THE
 SR0395'OUTSIDE OF A CURVE IN THE TRACK, 30 FEET SOUTHWEST OF THE SOUTHWEST
 SR0395'RAIL, 19 FEET NORTHEAST OF A FENCE, 1.6 FEET NORTHEAST OF A METAL
 SR0395'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 SR0395'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0578 ***********************************************************************
 SR0578  DESIGNATION -  J 169
 SR0578  PID         -  SR0578
 SR0578  STATE/COUNTY-  MT/FERGUS
 SR0578  USGS QUAD   -  ROSS FORK (1970)
 SR0578
 SR0578                         *CURRENT SURVEY CONTROL
 SR0578  ___________________________________________________________________
 SR0578* NAD 83(1986)-  47 04 37.     (N)    109 41 40.     (W)     SCALED    
 SR0578* NAVD 88     -      1157.345  (meters)    3797.06   (feet)  ADJUSTED  
 SR0578  ___________________________________________________________________
 SR0578  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SR0578  DYNAMIC HT  -        1157.205 (meters)    3796.60  (feet)  COMP
 SR0578  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 SR0578
 SR0578  VERT ORDER  -  FIRST     CLASS II
 SR0578
 SR0578.The horizontal coordinates were scaled from a topographic map and have
 SR0578.an estimated accuracy of +/- 6 seconds.
 SR0578
 SR0578.The orthometric height was determined by differential leveling
 SR0578.and adjusted by the National Geodetic Survey in June 1991..
 SR0578
 SR0578.The geoid height was determined by GEOID03.
 SR0578
 SR0578.The dynamic height is computed by dividing the NAVD 88
 SR0578.geopotential number by the normal gravity value computed on the
 SR0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0578.degrees latitude (g = 980.6199 gals.).
 SR0578
 SR0578.The modeled gravity was interpolated from observed gravity values.
 SR0578
 SR0578;                    North         East    Units  Estimated Accuracy
 SR0578;SPC MT       -   314,150.      585,240.      MT  (+/- 180 meters Scaled)
 SR0578
 SR0578                          SUPERSEDED SURVEY CONTROL
 SR0578
 SR0578  NGVD 29 (??/??/92) 1156.456  (m)         3794.14   (f) ADJ UNCH    1 2
 SR0578
 SR0578.Superseded values are not recommended for survey control.
 SR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0578.See file dsdata.txt to determine how the superseded data were derived.
 SR0578
 SR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT991145(NAD 83)
 SR0578_MARKER: DB = BENCH MARK DISK
 SR0578_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0578_SP_SET: 11.5 FT.
 SR0578_STAMPING: J 169 1961
 SR0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0578
 SR0578  HISTORY     - Date     Condition        Report By
 SR0578  HISTORY     - 1961     MONUMENTED       CGS
 SR0578
 SR0578                          STATION DESCRIPTION
 SR0578
 SR0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0578'IN ROSSFORK.
 SR0578'AT ROSSFORK, 55 FEET WEST OF THE WEST CORNER OF THE GREAT NORTHERN
 SR0578'RAILWAY STATION, 4 FEET NORTHEAST OF THE FIRST POLE NORTHEAST OF
 SR0578'MILEPOST 14, 82 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 SR0578'TRACK, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0578'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0578'DRIVEN TO A DEPTH OF 11 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SR0578'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0040 ***********************************************************************
 TH0040  DESIGNATION -  J 17
 TH0040  PID         -  TH0040
 TH0040  STATE/COUNTY-  MT/ROOSEVELT
 TH0040  USGS QUAD   -  BAINVILLE (1983)
 TH0040
 TH0040                         *CURRENT SURVEY CONTROL
 TH0040  ___________________________________________________________________
 TH0040* NAD 83(1986)-  48 08 30.     (N)    104 12 59.     (W)     SCALED    
 TH0040* NAVD 88     -       596.992  (meters)    1958.63   (feet)  ADJUSTED  
 TH0040  ___________________________________________________________________
 TH0040  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 TH0040  DYNAMIC HT  -         597.064 (meters)    1958.87  (feet)  COMP
 TH0040  MODELED GRAV-     980,712.5   (mgal)                       NAVD 88
 TH0040
 TH0040  VERT ORDER  -  FIRST     CLASS II
 TH0040
 TH0040.The horizontal coordinates were scaled from a topographic map and have
 TH0040.an estimated accuracy of +/- 6 seconds.
 TH0040
 TH0040.The orthometric height was determined by differential leveling
 TH0040.and adjusted by the National Geodetic Survey in June 1991..
 TH0040
 TH0040.The geoid height was determined by GEOID03.
 TH0040
 TH0040.The dynamic height is computed by dividing the NAVD 88
 TH0040.geopotential number by the normal gravity value computed on the
 TH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0040.degrees latitude (g = 980.6199 gals.).
 TH0040
 TH0040.The modeled gravity was interpolated from observed gravity values.
 TH0040
 TH0040;                    North         East    Units  Estimated Accuracy
 TH0040;SPC MT       -   445,690.      992,750.      MT  (+/- 180 meters Scaled)
 TH0040
 TH0040                          SUPERSEDED SURVEY CONTROL
 TH0040
 TH0040  NGVD 29 (??/??/92)  596.454  (m)         1956.87   (f) ADJ UNCH    1 2
 TH0040
 TH0040.Superseded values are not recommended for survey control.
 TH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0040.See file dsdata.txt to determine how the superseded data were derived.
 TH0040
 TH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP582323(NAD 83)
 TH0040_MARKER: Z = SEE DESCRIPTION
 TH0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TH0040_SP_SET: IRON PIPE
 TH0040_STAMPING: S P M AND N R BOUNDARY
 TH0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TH0040
 TH0040  HISTORY     - Date     Condition        Report By
 TH0040  HISTORY     - UNK      MONUMENTED       CGS
 TH0040  HISTORY     - 1935     GOOD             NGS
 TH0040  HISTORY     - 1980     MARK NOT FOUND   NGS
 TH0040
 TH0040                          STATION DESCRIPTION
 TH0040
 TH0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TH0040'0.25 MI E FROM BAINVILLE.
 TH0040'1/4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM BAINVILLE,
 TH0040'ROOSEVELT COUNTY, 250 FEET EAST OF THE SECTION HOUSE, AND 60 FEET
 TH0040'NORTH OF THE TRACK.  AN IRON PIPE, MARKED S P M AND N R BOUNDARY.
 TH0040
 TH0040                          STATION RECOVERY (1980)
 TH0040
 TH0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TH0040'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1023 ***********************************************************************
 SR1023  DESIGNATION -  J 170
 SR1023  PID         -  SR1023
 SR1023  STATE/COUNTY-  MT/FERGUS
 SR1023  USGS QUAD   -  PIKE CREEK (1985)
 SR1023
 SR1023                         *CURRENT SURVEY CONTROL
 SR1023  ___________________________________________________________________
 SR1023* NAD 83(1986)-  47 00 03.     (N)    109 16 24.     (W)     SCALED    
 SR1023* NAVD 88     -      1316.451  (meters)    4319.06   (feet)  ADJUSTED  
 SR1023  ___________________________________________________________________
 SR1023  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 SR1023  DYNAMIC HT  -        1316.270 (meters)    4318.46  (feet)  COMP
 SR1023  MODELED GRAV-     980,429.0   (mgal)                       NAVD 88
 SR1023
 SR1023  VERT ORDER  -  SECOND    CLASS 0
 SR1023
 SR1023.The horizontal coordinates were scaled from a topographic map and have
 SR1023.an estimated accuracy of +/- 6 seconds.
 SR1023
 SR1023.The orthometric height was determined by differential leveling
 SR1023.and adjusted by the National Geodetic Survey in June 1991..
 SR1023
 SR1023.The geoid height was determined by GEOID03.
 SR1023
 SR1023.The dynamic height is computed by dividing the NAVD 88
 SR1023.geopotential number by the normal gravity value computed on the
 SR1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR1023.degrees latitude (g = 980.6199 gals.).
 SR1023
 SR1023.The modeled gravity was interpolated from observed gravity values.
 SR1023
 SR1023;                    North         East    Units  Estimated Accuracy
 SR1023;SPC MT       -   305,700.      617,230.      MT  (+/- 180 meters Scaled)
 SR1023
 SR1023                          SUPERSEDED SURVEY CONTROL
 SR1023
 SR1023  NGVD 29 (??/??/92) 1315.57   (m)         4316.2    (f) COMPUTED    2 0
 SR1023
 SR1023.Superseded values are not recommended for survey control.
 SR1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1023.See file dsdata.txt to determine how the superseded data were derived.
 SR1023
 SR1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT312067(NAD 83)
 SR1023_MARKER: DB = BENCH MARK DISK
 SR1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR1023_STAMPING: J 170 1961
 SR1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR1023+STABILITY: SURFACE MOTION
 SR1023
 SR1023  HISTORY     - Date     Condition        Report By
 SR1023  HISTORY     - UNK      MONUMENTED       CGS
 SR1023
 SR1023                          STATION DESCRIPTION
 SR1023
 SR1023'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 SR1023'0.45 MI NW FROM HEATH.
 SR1023'ABOUT 0.45 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR1023'PACIFIC RAILROAD FROM THE GYPSUM PLANT AT HEATH, IN SECTION 2, T 14 N,
 SR1023'R 19 E, 84 YARDS SOUTH OF THE CENTER OF A Y-JUNCTION OF ROADS, 219
 SR1023'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 86 FEET EAST-NORTHEAST OF THE
 SR1023'CENTER LINE OF A GRAVELED ROAD, 79 FEET SOUTHWEST OF THE CENTER LINE
 SR1023'OF A GRAVELED ROAD, 1 1/2 FEET NORTH OF A FENCE, ABOUT 40 FEET BELOW
 SR1023'THE LEVEL OF THE TRACK AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 SR1023'GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SR1023'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0462 ***********************************************************************
 SR0462  DESIGNATION -  J 171
 SR0462  PID         -  SR0462
 SR0462  STATE/COUNTY-  MT/FERGUS
 SR0462  USGS QUAD   -  FERGUS (1985)
 SR0462
 SR0462                         *CURRENT SURVEY CONTROL
 SR0462  ___________________________________________________________________
 SR0462* NAD 83(1999)-  47 20 08.43015(N)    109 04 03.27347(W)     ADJUSTED  
 SR0462* NAVD 88     -      1139.317  (meters)    3737.91   (feet)  ADJUSTED  
 SR0462  ___________________________________________________________________
 SR0462  X           -  -1,414,891.663 (meters)                     COMP
 SR0462  Y           -  -4,093,453.716 (meters)                     COMP
 SR0462  Z           -   4,667,963.466 (meters)                     COMP
 SR0462  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 SR0462  ELLIP HEIGHT-        1125.61  (meters)          (04/26/01) GPS OBS
 SR0462  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 SR0462  DYNAMIC HT  -        1139.231 (meters)    3737.63  (feet)  COMP
 SR0462  MODELED GRAV-     980,497.9   (mgal)                       NAVD 88
 SR0462
 SR0462  HORZ ORDER  -  B
 SR0462  VERT ORDER  -  FIRST     CLASS II
 SR0462  ELLP ORDER  -  FOURTH    CLASS I
 SR0462
 SR0462.The horizontal coordinates were established by GPS observations
 SR0462.and adjusted by the National Geodetic Survey in April 2001..
 SR0462.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SR0462.DATUM ITEM on the data sheet items page.
 SR0462
 SR0462.The orthometric height was determined by differential leveling
 SR0462.and adjusted by the National Geodetic Survey in June 1991..
 SR0462
 SR0462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SR0462
 SR0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0462
 SR0462.The ellipsoidal height was determined by GPS observations
 SR0462.and is referenced to NAD 83.
 SR0462
 SR0462.The geoid height was determined by GEOID03.
 SR0462
 SR0462.The dynamic height is computed by dividing the NAVD 88
 SR0462.geopotential number by the normal gravity value computed on the
 SR0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0462.degrees latitude (g = 980.6199 gals.).
 SR0462
 SR0462.The modeled gravity was interpolated from observed gravity values.
 SR0462
 SR0462;                    North         East     Units Scale Factor Converg.
 SR0462;SPC MT       -   342,963.472   632,662.397   MT  0.99940850   +0 18 58.8
 SR0462;SPC MT       - 1,125,208.24  2,075,664.03   iFT  0.99940850   +0 18 58.8
 SR0462;UTM  12      - 5,244,278.210   645,988.777   MT  0.99986193   +1 25 16.4
 SR0462
 SR0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0462!SPC MT       -   0.99982360  x   0.99940850  =   0.99923220
 SR0462!UTM  12      -   0.99982360  x   0.99986193  =   0.99968555
 SR0462
 SR0462                          SUPERSEDED SURVEY CONTROL
 SR0462
 SR0462  NAD 83(1992)-  47 20 08.42903(N)    109 04 03.27171(W) AD(       ) B
 SR0462  ELLIP H (09/10/97) 1125.71   (m)                       GP(       ) 3 1
 SR0462  NAD 83(1992)-  47 20 08.42900(N)    109 04 03.27255(W) AD(       ) B
 SR0462  ELLIP H (02/18/97) 1125.88   (m)                       GP(       ) 3 1
 SR0462  NAVD 88 (02/18/97) 1139.32   (m)         3737.9    (f) LEVELING    3  
 SR0462  NGVD 29 (??/??/92) 1138.492  (m)         3735.20   (f) ADJ UNCH    1 2
 SR0462
 SR0462.Superseded values are not recommended for survey control.
 SR0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0462.See file dsdata.txt to determine how the superseded data were derived.
 SR0462
 SR0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT4598944278(NAD 83)
 SR0462_MARKER: DB = BENCH MARK DISK
 SR0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0462_STAMPING: J 171 1961
 SR0462_MARK LOGO: CGS   
 SR0462_PROJECTION: PROJECTING 1 CENTIMETERS
 SR0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 SR0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0462+STABILITY: SURFACE MOTION
 SR0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR0462+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997
 SR0462
 SR0462  HISTORY     - Date     Condition        Report By
 SR0462  HISTORY     - 1961     MONUMENTED       CGS
 SR0462  HISTORY     - 1979     GOOD             USGS
 SR0462  HISTORY     - 1980     GOOD             NGS
 SR0462  HISTORY     - 19960803 GOOD             MTDOT
 SR0462  HISTORY     - 19970405 GOOD             MTDOT
 SR0462
 SR0462                          STATION DESCRIPTION
 SR0462
 SR0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0462'0.85 MI NE FROM FERGUS.
 SR0462'ABOUT 0.85 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0462'PACIFIC RAILROAD FROM THE STORE AND POST OFFICE AT FERGUS, IN SECTION
 SR0462'8, T 18 N, R 21 E, 0.1 MILE NORTHWEST OF THE FERGUS COMMUNITY HALL,
 SR0462'0.1 MILE NORTHEAST OF MILEPOST 38, 46 FEET SOUTHEAST OF THE SOUTHEAST
 SR0462'RAIL, 231 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 116 FEET
 SR0462'SOUTH OF AND ACROSS THE TRACK FROM THE SOUTH CORNER OF A GRAIN
 SR0462'ELEVATOR WHICH IS PARTIALLY DISMANTLED, 83 FEET NORTHEAST OF A BRACED
 SR0462'POWER POLE, 1 1/2 FEET NORTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A
 SR0462'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 SR0462'A CONCRETE POST PROJECTING 5 INCHES.
 SR0462
 SR0462                          STATION RECOVERY (1979)
 SR0462
 SR0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0462'ABOUT 0.7 MILE NORTHEAST ALONG HIGHWAY 191, AND 0.3 MILE NORTH ALONG
 SR0462'GRADED ROAD FROM THE STORE AT FERGUS IN SECTION 8, T18N, R 21E, 0.1
 SR0462'MILE NORTHWEST OF THE FERGUS COMMUNITY HALL, 224 FEET NORTHEAST OF
 SR0462'THE CENTER OF A ROAD CROSSING, 47 FEET SOUTHEAST OF THE RAILROAD
 SR0462'GRADE, 83 FEET NORTHEAST OF A POWERPOLE, 1 1/2 FEET NORTHWEST OF AN
 SR0462'OLD FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 2.4 FEET LOWER
 SR0462'THAN THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 SR0462'PROJECTING 5 INCHES.
 SR0462
 SR0462                          STATION RECOVERY (1980)
 SR0462
 SR0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0462'0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 SR0462'ROY, THENCE 9.1 KM (5.65 MI) WEST ALONG U.S HIGHWAY 191, THENCE 0.3
 SR0462'KM (0.2 MI) NORTHEAST ALONG A DIRT ROAD, AT FERGUS, AT THE ABANDONED
 SR0462'RAILROAD CROSSING, 70.4 METERS (231.0 FT) NORTH-NORTHEAST OF THE ROAD
 SR0462'CENTER, 25.3 METERS (83.0 FT) NORTHEAST OF A UTILITY POLE, 14.0
 SR0462'METERS (46.0 FT) EAST OF THE CENTER OF THE ABANDONED RAILROAD
 SR0462'GRADE, AND 0.5 METER (1.5 FT) NORTHWEST OF A FENCE.
 SR0462'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 SR0462
 SR0462                          STATION RECOVERY (1996)
 SR0462
 SR0462'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 SR0462'0.1 MI (0.2 KM) NORTH ALONG A STREET FROM THE ROY POST OFFICE TO U.S.
 SR0462'HIGHWAY 191, THEN LEFT AND GO WEST ON U.S.  HIGHWAY 191 FOR 5.1 MI
 SR0462'(8.2 KM) TO A ROAD RIGHT, TURN RIGHT AT THE OLD FERGUS SCHOOL HOUSE
 SR0462'AND GO NORTHWEST ON A COUNTY ROAD FOR 0.25 MI (0.40 KM) TO THE MARK ON
 SR0462'THE RIGHT, 90.0 FT (27.4 M) NORTHEAST OF A POWER POLE, 45.0 FT (13.7
 SR0462'M) SOUTHEAST OF THE CENTER OF THE OLD RAILROAD GRADE AND 190.0 FT
 SR0462'(57.9 M) EAST OF A DOT WITNESS POST.
 SR0462
 SR0462                          STATION RECOVERY (1997)
 SR0462
 SR0462'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 SR0462'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0135 ***********************************************************************
 SR0135  DESIGNATION -  J 172
 SR0135  PID         -  SR0135
 SR0135  STATE/COUNTY-  MT/FERGUS
 SR0135  USGS QUAD   -  GRASS RANGE NE (1986)
 SR0135
 SR0135                         *CURRENT SURVEY CONTROL
 SR0135  ___________________________________________________________________
 SR0135* NAD 83(1986)-  47 13 12.     (N)    108 49 34.     (W)     SCALED    
 SR0135* NAVD 88     -      1008.646  (meters)    3309.20   (feet)  ADJUSTED  
 SR0135  ___________________________________________________________________
 SR0135  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 SR0135  DYNAMIC HT  -        1008.596 (meters)    3309.04  (feet)  COMP
 SR0135  MODELED GRAV-     980,529.1   (mgal)                       NAVD 88
 SR0135
 SR0135  VERT ORDER  -  SECOND    CLASS 0
 SR0135
 SR0135.The horizontal coordinates were scaled from a topographic map and have
 SR0135.an estimated accuracy of +/- 6 seconds.
 SR0135
 SR0135.The orthometric height was determined by differential leveling
 SR0135.and adjusted by the National Geodetic Survey in June 1991..
 SR0135
 SR0135.The geoid height was determined by GEOID03.
 SR0135
 SR0135.The dynamic height is computed by dividing the NAVD 88
 SR0135.geopotential number by the normal gravity value computed on the
 SR0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0135.degrees latitude (g = 980.6199 gals.).
 SR0135
 SR0135.The modeled gravity was interpolated from observed gravity values.
 SR0135
 SR0135;                    North         East    Units  Estimated Accuracy
 SR0135;SPC MT       -   330,240.      651,010.      MT  (+/- 180 meters Scaled)
 SR0135
 SR0135                          SUPERSEDED SURVEY CONTROL
 SR0135
 SR0135  NGVD 29 (??/??/92) 1007.870  (m)         3306.65   (f) ADJ UNCH    2 0
 SR0135
 SR0135.Superseded values are not recommended for survey control.
 SR0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0135.See file dsdata.txt to determine how the superseded data were derived.
 SR0135
 SR0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT645319(NAD 83)
 SR0135_MARKER: DB = BENCH MARK DISK
 SR0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0135_STAMPING: J 172 1961
 SR0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0135+STABILITY: SURFACE MOTION
 SR0135
 SR0135  HISTORY     - Date     Condition        Report By
 SR0135  HISTORY     - 1961     MONUMENTED       CGS
 SR0135  HISTORY     - 1979     GOOD             USGS
 SR0135
 SR0135                          STATION DESCRIPTION
 SR0135
 SR0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0135'13.95 MI SE FROM ROY.
 SR0135'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0135'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 4.45
 SR0135'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.4 MILES SOUTH ALONG A
 SR0135'GRADED DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.7
 SR0135'MILE EAST ALONG A TRACK ROAD, THENCE 3.95 MILES SOUTH ALONG A GRADED
 SR0135'DIRT ROAD, OR 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 SR0135'AND PACIFIC RAILROAD FROM THE STATION AT GRASS RANGE, THENCE 0.3 MILE
 SR0135'WEST ALONG STATE HIGHWAY 20, THENCE 2.35 MILES NORTH ALONG A GRADED
 SR0135'DIRT ROAD, THENCE 7.65 MILES NORTH ALONG STATE HIGHWAY 19, THENCE 3.3
 SR0135'MILES NORTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 19, T 17 N, R 23
 SR0135'E, 0.25 MILE SOUTH OF THE CREST OF A HILL, 30 FEET WEST OF THE CENTER
 SR0135'LINE OF THE ROAD, 26 FEET NORTH OF A T-FENCE CORNER POST, 18 FEET
 SR0135'NORTH OF THE CENTER OF A PASTURE GATE, 1.5 FEET WEST OF A METAL
 SR0135'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 SR0135'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SR0135
 SR0135                          STATION RECOVERY (1979)
 SR0135
 SR0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0135'FROM THE POST OFFICE IN GRASS RANGE. GO NORTH 0.05 MI. TO A STREET
 SR0135'GOING EAST OUT OF TOWN, THENCE 0.25 MI. EAST TO THE JUNCTION OF STATE
 SR0135'HIGHWAY 87, TURN NORTH ALONG 87 FOR 1.1 MI. TO THE JUNCTION OF STATE
 SR0135'HIGHWAYS 200 AND 19, THENCE NORTH ON STATE HIGHWAY 19 FOR 9.3 MI TO
 SR0135'TRACK ROAD WEST, GO WEST AND NORTH FOR 3.2 MILES TO A FENCE TO THE
 SR0135'WEST, IN SECTION 19, T 17 N, R 23 E, 0.25 MILE SOUTH OF THE CREST OF
 SR0135'A HILL, 26 FEET NORTH ALONG ROAD, 34 FEET PERPENDICULAR TO THE ROAD,
 SR0135'18 FEET NORTH OF A PASTURE GATE, 1.5 FEET WEST OF A METAL WITNESS
 SR0135'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0208 ***********************************************************************
 SR0208  DESIGNATION -  J 173
 SR0208  PID         -  SR0208
 SR0208  STATE/COUNTY-  MT/FERGUS
 SR0208  USGS QUAD   -  ROY (1985)
 SR0208
 SR0208                         *CURRENT SURVEY CONTROL
 SR0208  ___________________________________________________________________
 SR0208* NAD 83(1986)-  47 15 50.     (N)    108 59 06.     (W)     SCALED    
 SR0208* NAVD 88     -      1129.880  (meters)    3706.95   (feet)  ADJUSTED  
 SR0208  ___________________________________________________________________
 SR0208  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 SR0208  DYNAMIC HT  -        1129.795 (meters)    3706.67  (feet)  COMP
 SR0208  MODELED GRAV-     980,498.0   (mgal)                       NAVD 88
 SR0208
 SR0208  VERT ORDER  -  SECOND    CLASS 0
 SR0208
 SR0208.The horizontal coordinates were scaled from a topographic map and have
 SR0208.an estimated accuracy of +/- 6 seconds.
 SR0208
 SR0208.The orthometric height was determined by differential leveling
 SR0208.and adjusted by the National Geodetic Survey in June 1991..
 SR0208
 SR0208.The geoid height was determined by GEOID03.
 SR0208
 SR0208.The dynamic height is computed by dividing the NAVD 88
 SR0208.geopotential number by the normal gravity value computed on the
 SR0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0208.degrees latitude (g = 980.6199 gals.).
 SR0208
 SR0208.The modeled gravity was interpolated from observed gravity values.
 SR0208
 SR0208;                    North         East    Units  Estimated Accuracy
 SR0208;SPC MT       -   335,030.      638,950.      MT  (+/- 180 meters Scaled)
 SR0208
 SR0208                          SUPERSEDED SURVEY CONTROL
 SR0208
 SR0208  NGVD 29 (??/??/92) 1129.058  (m)         3704.25   (f) ADJ UNCH    2 0
 SR0208
 SR0208.Superseded values are not recommended for survey control.
 SR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0208.See file dsdata.txt to determine how the superseded data were derived.
 SR0208
 SR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT524364(NAD 83)
 SR0208_MARKER: DB = BENCH MARK DISK
 SR0208_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0208_SP_SET: 11 FT
 SR0208_STAMPING: J 173 1961
 SR0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0208
 SR0208  HISTORY     - Date     Condition        Report By
 SR0208  HISTORY     - 1961     MONUMENTED       CGS
 SR0208
 SR0208                          STATION DESCRIPTION
 SR0208
 SR0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0208'8.05 MI SW FROM ROY.
 SR0208'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0208'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 6.0
 SR0208'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 1, T 17 N, R 21
 SR0208'E, 0.25 MILE NORTH OF A PRIVATE ROAD LEADING WEST, AT A CURVE AND 151
 SR0208'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 62 1/2 FEET SOUTH OF
 SR0208'THE CENTER LINE OF A TRACK ROAD LEADING WEST, 85 1/2 FEET SOUTH OF A
 SR0208'FENCE LEADING EAST, 1 FOOT EAST OF A FENCE, 1.8 FEET WEST OF A METAL
 SR0208'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, A DISK ON THE
 SR0208'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11
 SR0208'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0180 ***********************************************************************
 SR0180  DESIGNATION -  J 174
 SR0180  PID         -  SR0180
 SR0180  STATE/COUNTY-  MT/FERGUS
 SR0180  USGS QUAD   -  FISH DAM (1986)
 SR0180
 SR0180                         *CURRENT SURVEY CONTROL
 SR0180  ___________________________________________________________________
 SR0180* NAD 83(1986)-  47 03 25.     (N)    108 59 25.     (W)     SCALED    
 SR0180* NAVD 88     -      1120.083  (meters)    3674.81   (feet)  ADJUSTED  
 SR0180  ___________________________________________________________________
 SR0180  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 SR0180  DYNAMIC HT  -        1119.972 (meters)    3674.44  (feet)  COMP
 SR0180  MODELED GRAV-     980,474.5   (mgal)                       NAVD 88
 SR0180
 SR0180  VERT ORDER  -  SECOND    CLASS 0
 SR0180
 SR0180.The horizontal coordinates were scaled from a topographic map and have
 SR0180.an estimated accuracy of +/- 6 seconds.
 SR0180
 SR0180.The orthometric height was determined by differential leveling
 SR0180.and adjusted by the National Geodetic Survey in June 1991..
 SR0180
 SR0180.The geoid height was determined by GEOID03.
 SR0180
 SR0180.The dynamic height is computed by dividing the NAVD 88
 SR0180.geopotential number by the normal gravity value computed on the
 SR0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0180.degrees latitude (g = 980.6199 gals.).
 SR0180
 SR0180.The modeled gravity was interpolated from observed gravity values.
 SR0180
 SR0180;                    North         East    Units  Estimated Accuracy
 SR0180;SPC MT       -   312,030.      638,700.      MT  (+/- 180 meters Scaled)
 SR0180
 SR0180                          SUPERSEDED SURVEY CONTROL
 SR0180
 SR0180  NGVD 29 (??/??/92) 1119.261  (m)         3672.11   (f) ADJ UNCH    2 0
 SR0180
 SR0180.Superseded values are not recommended for survey control.
 SR0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0180.See file dsdata.txt to determine how the superseded data were derived.
 SR0180
 SR0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT526134(NAD 83)
 SR0180_MARKER: DB = BENCH MARK DISK
 SR0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SR0180_SP_SET: CULVERT
 SR0180_STAMPING: J 174 1961
 SR0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0180
 SR0180  HISTORY     - Date     Condition        Report By
 SR0180  HISTORY     - 1961     MONUMENTED       CGS
 SR0180
 SR0180                          STATION DESCRIPTION
 SR0180
 SR0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0180'21.8 MI E FROM LEWISTOWN.
 SR0180'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0180'STATION AT LEWISTOWN, THENCE 21.6 MILES EAST ALONG U. S. HIGHWAY 87
 SR0180'AND STATE HIGHWAY 20, IN SECTION 18, T 15 N, R 22 E, 58 FEET SOUTH OF
 SR0180'THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 SR0180'SOUTH CONCRETE HEADWALL OF A CULVERT, 266 FEET EAST OF THE CENTER LINE
 SR0180'OF A PRIVATE DRIVEWAY, 314 FEET EAST OF THE SOUTHEAST CORNER OF A
 SR0180'SMALL WOODEN BRIDGE, 7 INCHES NORTH OF A FENCE, ABOUT 3 FEET ABOVE THE
 SR0180'LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0786 ***********************************************************************
 SR0786  DESIGNATION -  J 176
 SR0786  PID         -  SR0786
 SR0786  STATE/COUNTY-  MT/FERGUS
 SR0786  USGS QUAD   -  GLENGARRY (1970)
 SR0786
 SR0786                         *CURRENT SURVEY CONTROL
 SR0786  ___________________________________________________________________
 SR0786* NAD 83(1986)-  47 01 33.     (N)    109 36 31.     (W)     SCALED    
 SR0786* NAVD 88     -      1244.386  (meters)    4082.62   (feet)  ADJUSTED  
 SR0786  ___________________________________________________________________
 SR0786  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 SR0786  DYNAMIC HT  -        1244.217 (meters)    4082.07  (feet)  COMP
 SR0786  MODELED GRAV-     980,433.8   (mgal)                       NAVD 88
 SR0786  OBS GRAVITY -     980,433.2   (mgal)                       GRAV_OBS
 SR0786
 SR0786  VERT ORDER  -  FIRST     CLASS II
 SR0786
 SR0786.The horizontal coordinates were scaled from a topographic map and have
 SR0786.an estimated accuracy of +/- 6 seconds.
 SR0786
 SR0786.The orthometric height was determined by differential leveling
 SR0786.and adjusted by the National Geodetic Survey in June 1991..
 SR0786
 SR0786.The geoid height was determined by GEOID03.
 SR0786
 SR0786.The dynamic height is computed by dividing the NAVD 88
 SR0786.geopotential number by the normal gravity value computed on the
 SR0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0786.degrees latitude (g = 980.6199 gals.).
 SR0786
 SR0786.The modeled gravity was interpolated from observed gravity values.
 SR0786.The observed gravity was obtained from relative gravimeter ties
 SR0786.to the IGSN71 gravity network.
 SR0786
 SR0786;                    North         East    Units  Estimated Accuracy
 SR0786;SPC MT       -   308,450.      591,750.      MT  (+/- 180 meters Scaled)
 SR0786
 SR0786                          SUPERSEDED SURVEY CONTROL
 SR0786
 SR0786  NGVD 29 (??/??/92) 1243.490  (m)         4079.68   (f) ADJ UNCH    1 2
 SR0786
 SR0786.Superseded values are not recommended for survey control.
 SR0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0786.See file dsdata.txt to determine how the superseded data were derived.
 SR0786
 SR0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT057089(NAD 83)
 SR0786_MARKER: DB = BENCH MARK DISK
 SR0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0786_STAMPING: J 176 1961
 SR0786_PROJECTION: PROJECTING 2 CENTIMETERS
 SR0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0786+STABILITY: SURFACE MOTION
 SR0786
 SR0786  HISTORY     - Date     Condition        Report By
 SR0786  HISTORY     - 1961     MONUMENTED       CGS
 SR0786  HISTORY     - 1980     GOOD             NGS
 SR0786
 SR0786                          STATION DESCRIPTION
 SR0786
 SR0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0786'6.25 MI NE FROM MOORE.
 SR0786'ABOUT 0.65 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 SR0786'AT MOORE, THENCE 5.6 MILES NORTHEAST ALONG U. S. HIGHWAY 87, IN
 SR0786'SECTION 31, T 15 N, R 17 E, 69 FEET SOUTHEAST OF THE CENTER LINE OF
 SR0786'THE HIGHWAY, 155 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE
 SR0786'HIGHWAY AND A GRAVEL ROAD LEADING SOUTH, 53 FEET WEST OF THE CENTER
 SR0786'LINE OF THE ROAD LEADING SOUTH, 54 FEET SOUTH OF A SIGN READING
 SR0786'CRYSTAL LAKE RECREATION AREA, 2 FEET NORTHWEST OF A FENCE, 1.3 FEET
 SR0786'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SR0786'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SR0786
 SR0786                          STATION RECOVERY (1980)
 SR0786
 SR0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0786'1.0 KM (0.6 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 SR0786'MOORE, THENCE 9.0 KM (5.6 MI) EASTERLY ALONG U.S. HIGHWAYS 87 AND 191,
 SR0786'AT A GRAVELED ROAD LEADING SOUTH, 21.0 METERS (69.0 FT) SOUTHEAST
 SR0786'OF THE CENTERLINE OF THE HIGHWAY, 16.2 METERS (53.0 FT) WEST OF THE
 SR0786'CENTER OF THE ROAD, 16.2 METERS (53.0 FT) SOUTH OF A SIGN (CRYSTAL
 SR0786'LAKE RECREATION AREA), AND 1.2 METERS (2.0 FT) NORTHWEST OF A FENCE.
 SR0786'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SR0786'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0435 ***********************************************************************
 RV0435  DESIGNATION -  J 177
 RV0435  PID         -  RV0435
 RV0435  STATE/COUNTY-  MT/JUDITH BASIN
 RV0435  USGS QUAD   -  MARTIN COULEE (1995)
 RV0435
 RV0435                         *CURRENT SURVEY CONTROL
 RV0435  ___________________________________________________________________
 RV0435* NAD 83(1986)-  46 51 09.     (N)    109 54 11.     (W)     SCALED    
 RV0435* NAVD 88     -      1400.260  (meters)    4594.02   (feet)  ADJUSTED  
 RV0435  ___________________________________________________________________
 RV0435  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 RV0435  DYNAMIC HT  -        1399.992 (meters)    4593.14  (feet)  COMP
 RV0435  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 RV0435
 RV0435  VERT ORDER  -  SECOND    CLASS 0
 RV0435
 RV0435.The horizontal coordinates were scaled from a topographic map and have
 RV0435.an estimated accuracy of +/- 6 seconds.
 RV0435
 RV0435.The orthometric height was determined by differential leveling
 RV0435.and adjusted by the National Geodetic Survey in June 1991..
 RV0435
 RV0435.The geoid height was determined by GEOID03.
 RV0435
 RV0435.The dynamic height is computed by dividing the NAVD 88
 RV0435.geopotential number by the normal gravity value computed on the
 RV0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0435.degrees latitude (g = 980.6199 gals.).
 RV0435
 RV0435.The modeled gravity was interpolated from observed gravity values.
 RV0435
 RV0435;                    North         East    Units  Estimated Accuracy
 RV0435;SPC MT       -   289,270.      569,280.      MT  (+/- 180 meters Scaled)
 RV0435
 RV0435                          SUPERSEDED SURVEY CONTROL
 RV0435
 RV0435  NGVD 29 (??/??/92) 1399.299  (m)         4590.87   (f) ADJ UNCH    2 0
 RV0435
 RV0435.Superseded values are not recommended for survey control.
 RV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0435.See file dsdata.txt to determine how the superseded data were derived.
 RV0435
 RV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS836893(NAD 83)
 RV0435_MARKER: DB = BENCH MARK DISK
 RV0435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0435_SP_SET: 14 FT.
 RV0435_STAMPING: J 177 1961
 RV0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0435
 RV0435  HISTORY     - Date     Condition        Report By
 RV0435  HISTORY     - 1961     MONUMENTED       CGS
 RV0435
 RV0435                          STATION DESCRIPTION
 RV0435
 RV0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0435'6.3 MI NW FROM BUFFALO.
 RV0435'ABOUT 2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0435'STATION SIGN AT BUFFALO, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD,
 RV0435'IN SECTION 35, T 13 N, R 15 E, 72 FEET SOUTH OF THE CENTER LINE OF THE
 RV0435'EAST-WEST ROAD, 32 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 RV0435'79 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROADS, 2
 RV0435'FEET EAST OF A NORTH-SOUTH FENCE, 1.6 FEET WEST OF A METAL WITNESS
 RV0435'POST, ABOUT KLEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 RV0435'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED
 RV0435'IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0399 ***********************************************************************
 SS0399  DESIGNATION -  J 178
 SS0399  PID         -  SS0399
 SS0399  STATE/COUNTY-  MT/JUDITH BASIN
 SS0399  USGS QUAD   -  BYRNE CREEK (1995)
 SS0399
 SS0399                         *CURRENT SURVEY CONTROL
 SS0399  ___________________________________________________________________
 SS0399* NAD 83(1986)-  47 19 46.     (N)    110 35 02.     (W)     SCALED    
 SS0399* NAVD 88     -      1367.910  (meters)    4487.88   (feet)  ADJUSTED  
 SS0399  ___________________________________________________________________
 SS0399  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 SS0399  DYNAMIC HT  -        1367.716 (meters)    4487.25  (feet)  COMP
 SS0399  MODELED GRAV-     980,423.2   (mgal)                       NAVD 88
 SS0399
 SS0399  VERT ORDER  -  SECOND    CLASS 0
 SS0399
 SS0399.The horizontal coordinates were scaled from a topographic map and have
 SS0399.an estimated accuracy of +/- 6 seconds.
 SS0399
 SS0399.The orthometric height was determined by differential leveling
 SS0399.and adjusted by the National Geodetic Survey in June 1991..
 SS0399
 SS0399.The geoid height was determined by GEOID03.
 SS0399
 SS0399.The dynamic height is computed by dividing the NAVD 88
 SS0399.geopotential number by the normal gravity value computed on the
 SS0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0399.degrees latitude (g = 980.6199 gals.).
 SS0399
 SS0399.The modeled gravity was interpolated from observed gravity values.
 SS0399
 SS0399;                    North         East    Units  Estimated Accuracy
 SS0399;SPC MT       -   342,750.      518,120.      MT  (+/- 180 meters Scaled)
 SS0399
 SS0399                          SUPERSEDED SURVEY CONTROL
 SS0399
 SS0399  NGVD 29 (??/??/92) 1366.945  (m)         4484.72   (f) ADJ UNCH    2 0
 SS0399
 SS0399.Superseded values are not recommended for survey control.
 SS0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0399.See file dsdata.txt to determine how the superseded data were derived.
 SS0399
 SS0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT314418(NAD 83)
 SS0399_MARKER: DB = BENCH MARK DISK
 SS0399_SETTING: 66 = SET IN ROCK OUTCROP
 SS0399_SP_SET: ROCK
 SS0399_STAMPING: J 178 1961
 SS0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0399+STABILITY: POSITION/ELEVATION WELL
 SS0399
 SS0399  HISTORY     - Date     Condition        Report By
 SS0399  HISTORY     - 1961     MONUMENTED       CGS
 SS0399
 SS0399                          STATION DESCRIPTION
 SS0399
 SS0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0399'12.0 MI NW FROM GEYSER.
 SS0399'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0399'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0399'MILES WEST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD,
 SS0399'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, IN SECTION 16, T 18 N, R 9 E,
 SS0399'0.2 MILE EAST OF A SCHOOLHOUSE, AT A POINT WHERE A POWER LINE CROSSES
 SS0399'OVER THE ROAD, 70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN
 SS0399'THE TOP OF A FLAT ROCK, 125 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM
 SS0399'POWER POLE NUMBER 180, 43 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 SS0399'ROAD, AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0234 ***********************************************************************
 SS0234  DESIGNATION -  J 179
 SS0234  PID         -  SS0234
 SS0234  STATE/COUNTY-  MT/JUDITH BASIN
 SS0234  USGS QUAD   -  POWNAL (1979)
 SS0234
 SS0234                         *CURRENT SURVEY CONTROL
 SS0234  ___________________________________________________________________
 SS0234* NAD 83(1986)-  47 24 38.     (N)    110 12 49.     (W)     SCALED    
 SS0234* NAVD 88     -       972.369  (meters)    3190.18   (feet)  ADJUSTED  
 SS0234  ___________________________________________________________________
 SS0234  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 SS0234  DYNAMIC HT  -         972.317 (meters)    3190.01  (feet)  COMP
 SS0234  MODELED GRAV-     980,525.9   (mgal)                       NAVD 88
 SS0234
 SS0234  VERT ORDER  -  SECOND    CLASS 0
 SS0234
 SS0234.The horizontal coordinates were scaled from a topographic map and have
 SS0234.an estimated accuracy of +/- 6 seconds.
 SS0234
 SS0234.The orthometric height was determined by differential leveling
 SS0234.and adjusted by the National Geodetic Survey in June 1991..
 SS0234
 SS0234.The geoid height was determined by GEOID03.
 SS0234
 SS0234.The dynamic height is computed by dividing the NAVD 88
 SS0234.geopotential number by the normal gravity value computed on the
 SS0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0234.degrees latitude (g = 980.6199 gals.).
 SS0234
 SS0234.The modeled gravity was interpolated from observed gravity values.
 SS0234
 SS0234;                    North         East    Units  Estimated Accuracy
 SS0234;SPC MT       -   351,440.      546,180.      MT  (+/- 180 meters Scaled)
 SS0234
 SS0234                          SUPERSEDED SURVEY CONTROL
 SS0234
 SS0234  NGVD 29 (??/??/92)  971.514  (m)         3187.38   (f) ADJ UNCH    2 0
 SS0234
 SS0234.Superseded values are not recommended for survey control.
 SS0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0234.See file dsdata.txt to determine how the superseded data were derived.
 SS0234
 SS0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT593510(NAD 83)
 SS0234_MARKER: DB = BENCH MARK DISK
 SS0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0234_STAMPING: J 179 1961
 SS0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0234+STABILITY: SURFACE MOTION
 SS0234
 SS0234  HISTORY     - Date     Condition        Report By
 SS0234  HISTORY     - 1961     MONUMENTED       CGS
 SS0234  HISTORY     - 1973     MARK NOT FOUND   USGS
 SS0234
 SS0234                          STATION DESCRIPTION
 SS0234
 SS0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0234'11.45 MI NW FROM ARROW CREEK.
 SS0234'ABOUT 10.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0234'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK,
 SS0234'THENCE 0.7 MILE SOUTHWEST ALONG A DIRT ROAD, IN SECTION 17, T 19 N, R
 SS0234'12 E, 164 FEET WEST OF THE JUDITH BASIN-FERGUS COUNTY LINE, 22 FEET
 SS0234'SOUTH OF THE CENTER LINE OF THE ROAD, 31 1/2 FEET EAST OF THE SOUTH
 SS0234'END OF A 16-INCH TUBULAR CULVERT, 1 1/2 FEET NORTH OF A FENCE, 2.0
 SS0234'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SS0234'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 SS0234'NOTE-- DRAIN CROSSING HAS BEEN CHANGED.
 SS0234
 SS0234                          STATION RECOVERY (1973)
 SS0234
 SS0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SS0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0420 ***********************************************************************
 RV0420  DESIGNATION -  J 180
 RV0420  PID         -  RV0420
 RV0420  STATE/COUNTY-  MT/JUDITH BASIN
 RV0420  USGS QUAD   -  ACKLEY LAKE (1970)
 RV0420
 RV0420                         *CURRENT SURVEY CONTROL
 RV0420  ___________________________________________________________________
 RV0420* NAD 83(1986)-  46 58 32.     (N)    109 58 21.     (W)     SCALED    
 RV0420* NAVD 88     -      1310.345  (meters)    4299.02   (feet)  ADJUSTED  
 RV0420  ___________________________________________________________________
 RV0420  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 RV0420  DYNAMIC HT  -        1310.128 (meters)    4298.31  (feet)  COMP
 RV0420  MODELED GRAV-     980,402.0   (mgal)                       NAVD 88
 RV0420
 RV0420  VERT ORDER  -  SECOND    CLASS 0
 RV0420
 RV0420.The horizontal coordinates were scaled from a topographic map and have
 RV0420.an estimated accuracy of +/- 6 seconds.
 RV0420
 RV0420.The orthometric height was determined by differential leveling
 RV0420.and adjusted by the National Geodetic Survey in June 1991..
 RV0420
 RV0420.The geoid height was determined by GEOID03.
 RV0420
 RV0420.The dynamic height is computed by dividing the NAVD 88
 RV0420.geopotential number by the normal gravity value computed on the
 RV0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0420.degrees latitude (g = 980.6199 gals.).
 RV0420
 RV0420.The modeled gravity was interpolated from observed gravity values.
 RV0420
 RV0420;                    North         East    Units  Estimated Accuracy
 RV0420;SPC MT       -   302,970.      564,070.      MT  (+/- 180 meters Scaled)
 RV0420
 RV0420                          SUPERSEDED SURVEY CONTROL
 RV0420
 RV0420  NGVD 29 (??/??/92) 1309.402  (m)         4295.93   (f) ADJ UNCH    2 0
 RV0420
 RV0420.Superseded values are not recommended for survey control.
 RV0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0420.See file dsdata.txt to determine how the superseded data were derived.
 RV0420
 RV0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT781029(NAD 83)
 RV0420_MARKER: DB = BENCH MARK DISK
 RV0420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0420_SP_SET: 16 FT.
 RV0420_STAMPING: J 180 1961
 RV0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0420
 RV0420  HISTORY     - Date     Condition        Report By
 RV0420  HISTORY     - 1961     MONUMENTED       CGS
 RV0420
 RV0420                          STATION DESCRIPTION
 RV0420
 RV0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0420'6.35 MI E FROM UTICA.
 RV0420'ABOUT 5.85 MILES EAST ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH
 RV0420'AT UTICA, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 17,
 RV0420'T 14 N, R 14 E, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 13 FEET
 RV0420'NORTH OF THE CENTER OF A WIRE GATE, 2 FEET WEST OF A FENCE, 1.2 FEET
 RV0420'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 RV0420'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16
 RV0420'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0769 ***********************************************************************
 SR0769  DESIGNATION -  J 181
 SR0769  PID         -  SR0769
 SR0769  STATE/COUNTY-  MT/JUDITH BASIN
 SR0769  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0769
 SR0769                         *CURRENT SURVEY CONTROL
 SR0769  ___________________________________________________________________
 SR0769* NAD 83(1986)-  47 09 24.     (N)    109 49 15.     (W)     SCALED    
 SR0769* NAVD 88     -      1174.235  (meters)    3852.47   (feet)  ADJUSTED  
 SR0769  ___________________________________________________________________
 SR0769  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SR0769  DYNAMIC HT  -        1174.094 (meters)    3852.01  (feet)  COMP
 SR0769  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 SR0769
 SR0769  VERT ORDER  -  SECOND    CLASS 0
 SR0769
 SR0769.The horizontal coordinates were scaled from a topographic map and have
 SR0769.an estimated accuracy of +/- 6 seconds.
 SR0769
 SR0769.The orthometric height was determined by differential leveling
 SR0769.and adjusted by the National Geodetic Survey in June 1991..
 SR0769
 SR0769.The geoid height was determined by GEOID03.
 SR0769
 SR0769.The dynamic height is computed by dividing the NAVD 88
 SR0769.geopotential number by the normal gravity value computed on the
 SR0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0769.degrees latitude (g = 980.6199 gals.).
 SR0769
 SR0769.The modeled gravity was interpolated from observed gravity values.
 SR0769
 SR0769;                    North         East    Units  Estimated Accuracy
 SR0769;SPC MT       -   323,030.      575,690.      MT  (+/- 180 meters Scaled)
 SR0769
 SR0769                          SUPERSEDED SURVEY CONTROL
 SR0769
 SR0769  NGVD 29 (??/??/92) 1173.334  (m)         3849.51   (f) ADJ UNCH    2 0
 SR0769
 SR0769.Superseded values are not recommended for survey control.
 SR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0769.See file dsdata.txt to determine how the superseded data were derived.
 SR0769
 SR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT893232(NAD 83)
 SR0769_MARKER: DB = BENCH MARK DISK
 SR0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0769_STAMPING: J 181 1961
 SR0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0769+STABILITY: SURFACE MOTION
 SR0769
 SR0769  HISTORY     - Date     Condition        Report By
 SR0769  HISTORY     - 1961     MONUMENTED       CGS
 SR0769
 SR0769                          STATION DESCRIPTION
 SR0769
 SR0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0769'5.95 MI NW FROM KOLIN.
 SR0769'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0769'KOLIN, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 SR0769'WEST ALONG A GRAVELED ROAD, IN SECTION 16, T 16 N, R 15 E, 31 FEET
 SR0769'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 40 FEET WEST OF THE
 SR0769'CENTER LINE OF A ROAD LEADING SOUTH, 2 FEET NORTH OF A FENCE, 1.3 FEET
 SR0769'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SR0769'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0740 ***********************************************************************
 SR0740  DESIGNATION -  J 182
 SR0740  PID         -  SR0740
 SR0740  STATE/COUNTY-  MT/JUDITH BASIN
 SR0740  USGS QUAD   -  BIG SPRING (1970)
 SR0740
 SR0740                         *CURRENT SURVEY CONTROL
 SR0740  ___________________________________________________________________
 SR0740* NAD 83(1986)-  47 10 23.     (N)    109 56 31.     (W)     SCALED    
 SR0740* NAVD 88     -      1155.520  (meters)    3791.07   (feet)  ADJUSTED  
 SR0740  ___________________________________________________________________
 SR0740  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 SR0740  DYNAMIC HT  -        1155.382 (meters)    3790.62  (feet)  COMP
 SR0740  MODELED GRAV-     980,453.7   (mgal)                       NAVD 88
 SR0740
 SR0740  VERT ORDER  -  SECOND    CLASS 0
 SR0740
 SR0740.The horizontal coordinates were scaled from a topographic map and have
 SR0740.an estimated accuracy of +/- 6 seconds.
 SR0740
 SR0740.The orthometric height was determined by differential leveling
 SR0740.and adjusted by the National Geodetic Survey in June 1991..
 SR0740
 SR0740.The geoid height was determined by GEOID03.
 SR0740
 SR0740.The dynamic height is computed by dividing the NAVD 88
 SR0740.geopotential number by the normal gravity value computed on the
 SR0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0740.degrees latitude (g = 980.6199 gals.).
 SR0740
 SR0740.The modeled gravity was interpolated from observed gravity values.
 SR0740
 SR0740;                    North         East    Units  Estimated Accuracy
 SR0740;SPC MT       -   324,900.      566,520.      MT  (+/- 180 meters Scaled)
 SR0740
 SR0740                          SUPERSEDED SURVEY CONTROL
 SR0740
 SR0740  NGVD 29 (??/??/92) 1154.614  (m)         3788.10   (f) ADJ UNCH    2 0
 SR0740
 SR0740.Superseded values are not recommended for survey control.
 SR0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0740.See file dsdata.txt to determine how the superseded data were derived.
 SR0740
 SR0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT801249(NAD 83)
 SR0740_MARKER: DB = BENCH MARK DISK
 SR0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0740_STAMPING: J 182 1961
 SR0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0740+STABILITY: SURFACE MOTION
 SR0740
 SR0740  HISTORY     - Date     Condition        Report By
 SR0740  HISTORY     - 1961     MONUMENTED       CGS
 SR0740
 SR0740                          STATION DESCRIPTION
 SR0740
 SR0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0740'10.45 MI NE FROM BENCHLAND.
 SR0740'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0740'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0740'3.4 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 3, T 16 N, R 14 E, ON
 SR0740'THE OUTSIDE OF A CURVE AND 77 FEET EAST OF THE CENTER LINE OF THE
 SR0740'ROAD, 43 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 36
 SR0740'FEET NORTHWEST OF A POWER POLE, 3 FEET WEST OF A FENCE CORNER, 1.4
 SR0740'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SR0740'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0338 ***********************************************************************
 SR0338  DESIGNATION -  J 183
 SR0338  PID         -  SR0338
 SR0338  STATE/COUNTY-  MT/FERGUS
 SR0338  USGS QUAD   -  WINIFRED WEST (1985)
 SR0338
 SR0338                         *CURRENT SURVEY CONTROL
 SR0338  ___________________________________________________________________
 SR0338* NAD 83(1986)-  47 33 42.     (N)    109 29 38.     (W)     SCALED    
 SR0338* NAVD 88     -      1057.272  (meters)    3468.73   (feet)  ADJUSTED  
 SR0338  ___________________________________________________________________
 SR0338  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SR0338  DYNAMIC HT  -        1057.226 (meters)    3468.58  (feet)  COMP
 SR0338  MODELED GRAV-     980,532.5   (mgal)                       NAVD 88
 SR0338
 SR0338  VERT ORDER  -  SECOND    CLASS 0
 SR0338
 SR0338.The horizontal coordinates were scaled from a topographic map and have
 SR0338.an estimated accuracy of +/- 6 seconds.
 SR0338
 SR0338.The orthometric height was determined by differential leveling
 SR0338.and adjusted by the National Geodetic Survey in June 1991..
 SR0338
 SR0338.The geoid height was determined by GEOID03.
 SR0338
 SR0338.The dynamic height is computed by dividing the NAVD 88
 SR0338.geopotential number by the normal gravity value computed on the
 SR0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0338.degrees latitude (g = 980.6199 gals.).
 SR0338
 SR0338.The modeled gravity was interpolated from observed gravity values.
 SR0338
 SR0338;                    North         East    Units  Estimated Accuracy
 SR0338;SPC MT       -   367,980.      600,460.      MT  (+/- 180 meters Scaled)
 SR0338
 SR0338                          SUPERSEDED SURVEY CONTROL
 SR0338
 SR0338  NGVD 29 (??/??/92) 1056.438  (m)         3466.00   (f) ADJ UNCH    2 0
 SR0338
 SR0338.Superseded values are not recommended for survey control.
 SR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0338.See file dsdata.txt to determine how the superseded data were derived.
 SR0338
 SR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT132686(NAD 83)
 SR0338_MARKER: DB = BENCH MARK DISK
 SR0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0338_STAMPING: J 183 1961
 SR0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0338+STABILITY: SURFACE MOTION
 SR0338
 SR0338  HISTORY     - Date     Condition        Report By
 SR0338  HISTORY     - 1961     MONUMENTED       CGS
 SR0338
 SR0338                          STATION DESCRIPTION
 SR0338
 SR0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0338'5.8 MI W FROM WINIFRED.
 SR0338'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0338'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0338'4.0 MILES WEST ALONG A GRAVELED ROAD TO WIN 1948 AZIMUTH, THENCE 1.0
 SR0338'MILE WEST ALONG A GRADED DIRT ROAD, IN SECTION 25, T 21 N, R 17 E,
 SR0338'0.25 MILE EAST OF THE JUNCTION OF THE DIRT ROAD AND A TRACK ROAD
 SR0338'LEADING SOUTH, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 162 FEET
 SR0338'WEST OF A POWER POLE ON THE CREST OF A SMALL HILL, 64 FEET EAST OF A
 SR0338'CORNER FENCE POST, 1 1/2 FEET SOUTH OF A FENCE, 2.0 FEET NORTHWEST OF
 SR0338'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 SR0338'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0616 ***********************************************************************
 SR0616  DESIGNATION -  J 184
 SR0616  PID         -  SR0616
 SR0616  STATE/COUNTY-  MT/FERGUS
 SR0616  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0616
 SR0616                         *CURRENT SURVEY CONTROL
 SR0616  ___________________________________________________________________
 SR0616* NAD 83(1986)-  47 28 21.     (N)    109 38 21.     (W)     SCALED    
 SR0616* NAVD 88     -      1022.583  (meters)    3354.92   (feet)  ADJUSTED  
 SR0616  ___________________________________________________________________
 SR0616  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 SR0616  DYNAMIC HT  -        1022.533 (meters)    3354.76  (feet)  COMP
 SR0616  MODELED GRAV-     980,529.3   (mgal)                       NAVD 88
 SR0616
 SR0616  VERT ORDER  -  SECOND    CLASS 0
 SR0616
 SR0616.The horizontal coordinates were scaled from a topographic map and have
 SR0616.an estimated accuracy of +/- 6 seconds.
 SR0616
 SR0616.The orthometric height was determined by differential leveling
 SR0616.and adjusted by the National Geodetic Survey in June 1991..
 SR0616
 SR0616.The geoid height was determined by GEOID03.
 SR0616
 SR0616.The dynamic height is computed by dividing the NAVD 88
 SR0616.geopotential number by the normal gravity value computed on the
 SR0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0616.degrees latitude (g = 980.6199 gals.).
 SR0616
 SR0616.The modeled gravity was interpolated from observed gravity values.
 SR0616
 SR0616;                    North         East    Units  Estimated Accuracy
 SR0616;SPC MT       -   358,090.      589,520.      MT  (+/- 180 meters Scaled)
 SR0616
 SR0616                          SUPERSEDED SURVEY CONTROL
 SR0616
 SR0616  NGVD 29 (??/??/92) 1021.745  (m)         3352.18   (f) ADJ UNCH    2 0
 SR0616
 SR0616.Superseded values are not recommended for survey control.
 SR0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0616.See file dsdata.txt to determine how the superseded data were derived.
 SR0616
 SR0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT025585(NAD 83)
 SR0616_MARKER: DB = BENCH MARK DISK
 SR0616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0616_SP_SET: 37.5 FT
 SR0616_STAMPING: J 184 1961
 SR0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0616
 SR0616  HISTORY     - Date     Condition        Report By
 SR0616  HISTORY     - 1961     MONUMENTED       CGS
 SR0616  HISTORY     - 1973     GOOD             USGS
 SR0616
 SR0616                          STATION DESCRIPTION
 SR0616
 SR0616'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SR0616'20.95 MI SW FROM WINIFRED.
 SR0616'ABOUT 0.8 MI NORTHWEST ALONG A GRAVEL RD FROM THE CMSTP AND P STATION
 SR0616'AT WINIFRED, THENCE 4.0 MI WEST ALONG A GRAVEL RD, THENCE 5.9 MI WEST
 SR0616'ALONG A DIRT RD, THENCE 0.9 MI NORTHWEST ALONG A DIRT RD, THENCE 2.55
 SR0616'MI WEST ALONG A DIRT RD, THENCE 6.8 MI SOUTH ALONG A GRAVEL RD, IN
 SR0616'SECTION 25, T20N, R16E, 44 FT EAST OF THE CENTERLINE OF THE RD, 1 FT
 SR0616'SOUTH OF A METAL GRAIN BIN, 14 FT EAST OF A FENCE CORNER, ABOUT 1 1/2
 SR0616'FT ABOVE THE LEVEL OF THE RD, A DISK ON THE TOP OF A 5/8 INCH COPPER
 SR0616'COATED ROD THAT IS DRIVEN TO A DEPTH OF 37 1/2 FT AND IS ENCASED IN A
 SR0616'6 INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0712 ***********************************************************************
 SR0712  DESIGNATION -  J 185
 SR0712  PID         -  SR0712
 SR0712  STATE/COUNTY-  MT/FERGUS
 SR0712  USGS QUAD   -  TONEY BENCH (1978)
 SR0712
 SR0712                         *CURRENT SURVEY CONTROL
 SR0712  ___________________________________________________________________
 SR0712* NAD 83(1986)-  47 16 25.     (N)    109 43 11.     (W)     SCALED    
 SR0712* NAVD 88     -       986.136  (meters)    3235.35   (feet)  ADJUSTED  
 SR0712  ___________________________________________________________________
 SR0712  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0712  DYNAMIC HT  -         986.051 (meters)    3235.07  (feet)  COMP
 SR0712  MODELED GRAV-     980,493.2   (mgal)                       NAVD 88
 SR0712
 SR0712  VERT ORDER  -  SECOND    CLASS 0
 SR0712
 SR0712.The horizontal coordinates were scaled from a topographic map and have
 SR0712.an estimated accuracy of +/- 6 seconds.
 SR0712
 SR0712.The orthometric height was determined by differential leveling
 SR0712.and adjusted by the National Geodetic Survey in June 1991..
 SR0712
 SR0712.The geoid height was determined by GEOID03.
 SR0712
 SR0712.The dynamic height is computed by dividing the NAVD 88
 SR0712.geopotential number by the normal gravity value computed on the
 SR0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0712.degrees latitude (g = 980.6199 gals.).
 SR0712
 SR0712.The modeled gravity was interpolated from observed gravity values.
 SR0712
 SR0712;                    North         East    Units  Estimated Accuracy
 SR0712;SPC MT       -   336,000.      583,380.      MT  (+/- 180 meters Scaled)
 SR0712
 SR0712                          SUPERSEDED SURVEY CONTROL
 SR0712
 SR0712  NGVD 29 (??/??/92)  985.271  (m)         3232.51   (f) ADJ UNCH    2 0
 SR0712
 SR0712.Superseded values are not recommended for survey control.
 SR0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0712.See file dsdata.txt to determine how the superseded data were derived.
 SR0712
 SR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT968363(NAD 83)
 SR0712_MARKER: DB = BENCH MARK DISK
 SR0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0712_STAMPING: J 185 1961
 SR0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0712+STABILITY: SURFACE MOTION
 SR0712
 SR0712  HISTORY     - Date     Condition        Report By
 SR0712  HISTORY     - 1961     MONUMENTED       CGS
 SR0712
 SR0712                          STATION DESCRIPTION
 SR0712
 SR0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0712'12.6 MI SE FROM DENTON.
 SR0712'ABOUT 8.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0712'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.2 MILE NORTH
 SR0712'ALONG A TRAIL ROAD, THENCE 4.4 MILES EAST ALONG A PAVED ROAD, IN
 SR0712'SECTION 32, T 17 N, R 16 E, 14 FEET SOUTH OF THE CENTER LINE OF THE
 SR0712'ROAD, SET IN THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE POST AT
 SR0712'THE EAST END OF A CONCRETE BRIDGE OVER THE JUDITH RIVER, AND ABOUT 4
 SR0712'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0276 ***********************************************************************
 SS0276  DESIGNATION -  J 186
 SS0276  PID         -  SS0276
 SS0276  STATE/COUNTY-  MT/FERGUS
 SS0276  USGS QUAD   -  COFFEE CREEK (1979)
 SS0276
 SS0276                         *CURRENT SURVEY CONTROL
 SS0276  ___________________________________________________________________
 SS0276* NAD 83(1986)-  47 22 24.     (N)    110 05 14.     (W)     SCALED    
 SS0276* NAVD 88     -      1124.343  (meters)    3688.78   (feet)  ADJUSTED  
 SS0276  ___________________________________________________________________
 SS0276  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 SS0276  DYNAMIC HT  -        1124.266 (meters)    3688.53  (feet)  COMP
 SS0276  MODELED GRAV-     980,505.0   (mgal)                       NAVD 88
 SS0276
 SS0276  VERT ORDER  -  SECOND    CLASS 0
 SS0276
 SS0276.The horizontal coordinates were scaled from a topographic map and have
 SS0276.an estimated accuracy of +/- 6 seconds.
 SS0276
 SS0276.The orthometric height was determined by differential leveling
 SS0276.and adjusted by the National Geodetic Survey in June 1991..
 SS0276
 SS0276.The geoid height was determined by GEOID03.
 SS0276
 SS0276.The dynamic height is computed by dividing the NAVD 88
 SS0276.geopotential number by the normal gravity value computed on the
 SS0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0276.degrees latitude (g = 980.6199 gals.).
 SS0276
 SS0276.The modeled gravity was interpolated from observed gravity values.
 SS0276
 SS0276;                    North         East    Units  Estimated Accuracy
 SS0276;SPC MT       -   347,220.      555,680.      MT  (+/- 180 meters Scaled)
 SS0276
 SS0276                          SUPERSEDED SURVEY CONTROL
 SS0276
 SS0276  NGVD 29 (??/??/92) 1123.487  (m)         3685.97   (f) ADJ UNCH    2 0
 SS0276
 SS0276.Superseded values are not recommended for survey control.
 SS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0276.See file dsdata.txt to determine how the superseded data were derived.
 SS0276
 SS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT689470(NAD 83)
 SS0276_MARKER: DB = BENCH MARK DISK
 SS0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0276_STAMPING: J 186 1961
 SS0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0276+STABILITY: SURFACE MOTION
 SS0276
 SS0276  HISTORY     - Date     Condition        Report By
 SS0276  HISTORY     - 1961     MONUMENTED       CGS
 SS0276
 SS0276                          STATION DESCRIPTION
 SS0276
 SS0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0276'2.2 MI N FROM COFFEE CREEK.
 SS0276'ABOUT 2.2 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0276'ELEVATOR AT COFFEE CREEK, IN SECTION 29, T 19 N, R 13 E, AT A CURVE
 SS0276'AND 47 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 272 FEET WEST OF
 SS0276'THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 28 FEET SOUTH OF THE
 SS0276'CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 14 FEET EAST OF A POWER
 SS0276'POLE, IN LINE WITH A ROW OF POLES, 3 1/2 FEET WEST OF A METAL WITNESS
 SS0276'POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE PAVED ROAD, AND ABOUT
 SS0276'LEVEL WITH THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0276'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0678 ***********************************************************************
 SR0678  DESIGNATION -  J 187
 SR0678  PID         -  SR0678
 SR0678  STATE/COUNTY-  MT/FERGUS
 SR0678  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0678
 SR0678                         *CURRENT SURVEY CONTROL
 SR0678  ___________________________________________________________________
 SR0678* NAD 83(1986)-  47 25 29.     (N)    109 51 07.     (W)     SCALED    
 SR0678* NAVD 88     -      1133.410  (meters)    3718.53   (feet)  ADJUSTED  
 SR0678  ___________________________________________________________________
 SR0678  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 SR0678  DYNAMIC HT  -        1133.336 (meters)    3718.29  (feet)  COMP
 SR0678  MODELED GRAV-     980,508.0   (mgal)                       NAVD 88
 SR0678
 SR0678  VERT ORDER  -  SECOND    CLASS 0
 SR0678
 SR0678.The horizontal coordinates were scaled from a topographic map and have
 SR0678.an estimated accuracy of +/- 6 seconds.
 SR0678
 SR0678.The orthometric height was determined by differential leveling
 SR0678.and adjusted by the National Geodetic Survey in June 1991..
 SR0678
 SR0678.The geoid height was determined by GEOID03.
 SR0678
 SR0678.The dynamic height is computed by dividing the NAVD 88
 SR0678.geopotential number by the normal gravity value computed on the
 SR0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0678.degrees latitude (g = 980.6199 gals.).
 SR0678
 SR0678.The modeled gravity was interpolated from observed gravity values.
 SR0678
 SR0678;                    North         East    Units  Estimated Accuracy
 SR0678;SPC MT       -   352,830.      573,460.      MT  (+/- 180 meters Scaled)
 SR0678
 SR0678                          SUPERSEDED SURVEY CONTROL
 SR0678
 SR0678  NGVD 29 (??/??/92) 1132.564  (m)         3715.75   (f) ADJ UNCH    2 0
 SR0678
 SR0678.Superseded values are not recommended for survey control.
 SR0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0678.See file dsdata.txt to determine how the superseded data were derived.
 SR0678
 SR0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT865530(NAD 83)
 SR0678_MARKER: DB = BENCH MARK DISK
 SR0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0678_STAMPING: J 187 1961
 SR0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0678+STABILITY: SURFACE MOTION
 SR0678
 SR0678  HISTORY     - Date     Condition        Report By
 SR0678  HISTORY     - 1961     MONUMENTED       CGS
 SR0678
 SR0678                          STATION DESCRIPTION
 SR0678
 SR0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0678'13.1 MI NE FROM DENTON.
 SR0678'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0678'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0678'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0678'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0678'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0678'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 4.0 MILES NORTH
 SR0678'ALONG A GRAVELED ROAD, IN SECTION 8, T 19 N, R 15 E, 0.5 MILE SOUTH OF
 SR0678'A CURVE IN THE ROAD, 0.35 MILE SOUTH OF A FARMHOUSE AND A SMALL GROVE
 SR0678'OF TREES AT A CURVE IN THE ROAD, 33 FEET WEST OF THE CENTER LINE OF
 SR0678'THE ROAD, 87 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER POLE,
 SR0678'14 FEET NORTH OF THE CENTER LINE OF A FIELD ROAD LEADING WEST, 1 1/2
 SR0678'FEET WEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 SR0678'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0678'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0040 ***********************************************************************
 RW0040  DESIGNATION -  J 188
 RW0040  PID         -  RW0040
 RW0040  STATE/COUNTY-  MT/JUDITH BASIN
 RW0040  USGS QUAD   -  BANDBOX MOUNTAIN (1995)
 RW0040
 RW0040                         *CURRENT SURVEY CONTROL
 RW0040  ___________________________________________________________________
 RW0040* NAD 83(1986)-  46 54 28.     (N)    110 23 34.     (W)     SCALED    
 RW0040* NAVD 88     -      1704.250  (meters)    5591.36   (feet)  ADJUSTED  
 RW0040  ___________________________________________________________________
 RW0040  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 RW0040  DYNAMIC HT  -        1703.808 (meters)    5589.91  (feet)  COMP
 RW0040  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 RW0040
 RW0040  VERT ORDER  -  SECOND    CLASS 0
 RW0040
 RW0040.The horizontal coordinates were scaled from a topographic map and have
 RW0040.an estimated accuracy of +/- 6 seconds.
 RW0040
 RW0040.The orthometric height was determined by differential leveling
 RW0040.and adjusted by the National Geodetic Survey in June 1991..
 RW0040
 RW0040.The geoid height was determined by GEOID03.
 RW0040
 RW0040.The dynamic height is computed by dividing the NAVD 88
 RW0040.geopotential number by the normal gravity value computed on the
 RW0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0040.degrees latitude (g = 980.6199 gals.).
 RW0040
 RW0040.The modeled gravity was interpolated from observed gravity values.
 RW0040
 RW0040;                    North         East    Units  Estimated Accuracy
 RW0040;SPC MT       -   295,720.      532,030.      MT  (+/- 180 meters Scaled)
 RW0040
 RW0040                          SUPERSEDED SURVEY CONTROL
 RW0040
 RW0040  NGVD 29 (??/??/92) 1703.179  (m)         5587.85   (f) ADJ UNCH    2 0
 RW0040
 RW0040.Superseded values are not recommended for survey control.
 RW0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0040.See file dsdata.txt to determine how the superseded data were derived.
 RW0040
 RW0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS462950(NAD 83)
 RW0040_MARKER: DB = BENCH MARK DISK
 RW0040_SETTING: 66 = SET IN ROCK OUTCROP
 RW0040_SP_SET: LIMESTONE OUTCROP
 RW0040_STAMPING: J 188 1961
 RW0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0040+STABILITY: POSITION/ELEVATION WELL
 RW0040
 RW0040  HISTORY     - Date     Condition        Report By
 RW0040  HISTORY     - 1961     MONUMENTED       CGS
 RW0040
 RW0040                          STATION DESCRIPTION
 RW0040
 RW0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0040'19.0 MI SW FROM UTICA.
 RW0040'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0040'CHURCH AT UTICA, THENCE 8.75 MILES WEST ALONG A WINDING DIRT ROAD, IN
 RW0040'SECTION 1, T 13 N, R 10 E, 7.0 MILES WEST OF THE HEADQUARTERS FOR THE
 RW0040'JUDITH GAME MANAGEMENT AREA, 2.6 MILES WEST OF A WOODEN GATE ACROSS
 RW0040'THE DIRT ROAD, IN THE LEWIS AND CLARK NATIONAL FOREST, 0.1 MILE EAST
 RW0040'OF BEAR GULCH, 30 FEET NORTHEAST OF A METAL WITNESS POST, SET IN THE
 RW0040'TOP OF A LARGE LIMESTONE OUTCROP WHICH PROJECTS 18 INCHES, 3.9 FEET
 RW0040'NORTHEAST OF A METAL WITNESS POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 RW0040'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0247 ***********************************************************************
 SS0247  DESIGNATION -  J 189
 SS0247  PID         -  SS0247
 SS0247  STATE/COUNTY-  MT/JUDITH BASIN
 SS0247  USGS QUAD   -  STANFORD (1978)
 SS0247
 SS0247                         *CURRENT SURVEY CONTROL
 SS0247  ___________________________________________________________________
 SS0247* NAD 83(1986)-  47 11 04.     (N)    110 11 59.     (W)     SCALED    
 SS0247* NAVD 88     -      1270.328  (meters)    4167.73   (feet)  ADJUSTED  
 SS0247  ___________________________________________________________________
 SS0247  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 SS0247  DYNAMIC HT  -        1270.167 (meters)    4167.21  (feet)  COMP
 SS0247  MODELED GRAV-     980,441.7   (mgal)                       NAVD 88
 SS0247
 SS0247  VERT ORDER  -  SECOND    CLASS 0
 SS0247
 SS0247.The horizontal coordinates were scaled from a topographic map and have
 SS0247.an estimated accuracy of +/- 6 seconds.
 SS0247
 SS0247.The orthometric height was determined by differential leveling
 SS0247.and adjusted by the National Geodetic Survey in June 1991..
 SS0247
 SS0247.The geoid height was determined by GEOID03.
 SS0247
 SS0247.The dynamic height is computed by dividing the NAVD 88
 SS0247.geopotential number by the normal gravity value computed on the
 SS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0247.degrees latitude (g = 980.6199 gals.).
 SS0247
 SS0247.The modeled gravity was interpolated from observed gravity values.
 SS0247
 SS0247;                    North         East    Units  Estimated Accuracy
 SS0247;SPC MT       -   326,310.      547,000.      MT  (+/- 180 meters Scaled)
 SS0247
 SS0247                          SUPERSEDED SURVEY CONTROL
 SS0247
 SS0247  NGVD 29 (??/??/92) 1269.414  (m)         4164.74   (f) ADJ UNCH    2 0
 SS0247
 SS0247.Superseded values are not recommended for survey control.
 SS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0247.See file dsdata.txt to determine how the superseded data were derived.
 SS0247
 SS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT606259(NAD 83)
 SS0247_MARKER: DB = BENCH MARK DISK
 SS0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0247_STAMPING: J 189 1961
 SS0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0247+STABILITY: SURFACE MOTION
 SS0247
 SS0247  HISTORY     - Date     Condition        Report By
 SS0247  HISTORY     - 1961     MONUMENTED       CGS
 SS0247
 SS0247                          STATION DESCRIPTION
 SS0247
 SS0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0247'3.1 MI N FROM STANFORD.
 SS0247'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0247'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 2.0 MILES NORTH ALONG
 SS0247'STATE SECONDARY ROAD 230, IN SECTION 4, T 16 N, R 12 E, IN THE CENTER
 SS0247'OF A TRIANGLE FORMED BY THE JUNCTION OF THE ROAD AND A DIRT ROAD
 SS0247'LEADING WEST, 98 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 57
 SS0247'FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 133 FEET SOUTH OF AND
 SS0247'ACROSS THE DIRT ROAD FROM A POWER POLE, 81 FEET NORTH OF A TELEPHONE
 SS0247'POLE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 SS0247'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SS0247'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0152 ***********************************************************************
 SS0152  DESIGNATION -  J 190
 SS0152  PID         -  SS0152
 SS0152  STATE/COUNTY-  MT/JUDITH BASIN
 SS0152  USGS QUAD   -  WOLF BUTTE (1995)
 SS0152
 SS0152                         *CURRENT SURVEY CONTROL
 SS0152  ___________________________________________________________________
 SS0152* NAD 83(1986)-  47 02 04.     (N)    110 28 35.     (W)     SCALED    
 SS0152* NAVD 88     -      1639.594  (meters)    5379.23   (feet)  ADJUSTED  
 SS0152  ___________________________________________________________________
 SS0152  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 SS0152  DYNAMIC HT  -        1639.175 (meters)    5377.86  (feet)  COMP
 SS0152  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 SS0152
 SS0152  VERT ORDER  -  SECOND    CLASS 0
 SS0152
 SS0152.The horizontal coordinates were scaled from a topographic map and have
 SS0152.an estimated accuracy of +/- 6 seconds.
 SS0152
 SS0152.The orthometric height was determined by differential leveling
 SS0152.and adjusted by the National Geodetic Survey in June 1991..
 SS0152
 SS0152.The geoid height was determined by GEOID03.
 SS0152
 SS0152.The dynamic height is computed by dividing the NAVD 88
 SS0152.geopotential number by the normal gravity value computed on the
 SS0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0152.degrees latitude (g = 980.6199 gals.).
 SS0152
 SS0152.The modeled gravity was interpolated from observed gravity values.
 SS0152
 SS0152;                    North         East    Units  Estimated Accuracy
 SS0152;SPC MT       -   309,870.      525,830.      MT  (+/- 180 meters Scaled)
 SS0152
 SS0152                          SUPERSEDED SURVEY CONTROL
 SS0152
 SS0152  NGVD 29 (??/??/92) 1638.500  (m)         5375.65   (f) ADJ UNCH    2 0
 SS0152
 SS0152.Superseded values are not recommended for survey control.
 SS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0152.See file dsdata.txt to determine how the superseded data were derived.
 SS0152
 SS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT397091(NAD 83)
 SS0152_MARKER: DB = BENCH MARK DISK
 SS0152_SETTING: 66 = SET IN ROCK OUTCROP
 SS0152_SP_SET: ROCK CLIFF
 SS0152_STAMPING: J 190 1961
 SS0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0152+STABILITY: POSITION/ELEVATION WELL
 SS0152
 SS0152  HISTORY     - Date     Condition        Report By
 SS0152  HISTORY     - 1961     MONUMENTED       CGS
 SS0152
 SS0152                          STATION DESCRIPTION
 SS0152
 SS0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0152'20.45 MI SW FROM STANFORD.
 SS0152'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0152'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0152'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0152'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 5.15 MILES WEST ALONG A
 SS0152'GRAVELED ROAD, THENCE 1.65 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN
 SS0152'SECTION 29, T 15 N, R 10 E, 0.6 MILE NORTHEAST OF THE JUNCTION OF THE
 SS0152'CENTER LINES OF THE ROAD AND A ROAD LEADING TO MONARCH, 0.5 MILE
 SS0152'NORTHEAST OF A CATTLE GUARD, 0.1 MILE WEST OF A SIGN WHICH READS LEWIS
 SS0152'AND CLARK NATIONAL FOREST, 54 FEET NORTH OF THE CENTER LINE OF THE
 SS0152'ROAD, IN THE LEWIS AND CLARK NATIONAL FOREST, SET IN THE TOP OF A
 SS0152'LARGE ROCK WHICH PROJECTS 36 INCHES, AT THE FOOT OF A ROCK CLIFF, AND
 SS0152'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0303 ***********************************************************************
 SS0303  DESIGNATION -  J 191
 SS0303  PID         -  SS0303
 SS0303  STATE/COUNTY-  MT/CASCADE
 SS0303  USGS QUAD   -  MONARCH (1995)
 SS0303
 SS0303                         *CURRENT SURVEY CONTROL
 SS0303  ___________________________________________________________________
 SS0303* NAD 83(1986)-  47 01 12.     (N)    110 46 23.     (W)     SCALED    
 SS0303* NAVD 88     -      1518.189  (meters)    4980.93   (feet)  ADJUSTED  
 SS0303  ___________________________________________________________________
 SS0303  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 SS0303  DYNAMIC HT  -        1517.865 (meters)    4979.86  (feet)  COMP
 SS0303  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 SS0303
 SS0303  VERT ORDER  -  SECOND    CLASS 0
 SS0303
 SS0303.The horizontal coordinates were scaled from a topographic map and have
 SS0303.an estimated accuracy of +/- 6 seconds.
 SS0303
 SS0303.The orthometric height was determined by differential leveling
 SS0303.and adjusted by the National Geodetic Survey in June 1991..
 SS0303
 SS0303.The geoid height was determined by GEOID03.
 SS0303
 SS0303.The dynamic height is computed by dividing the NAVD 88
 SS0303.geopotential number by the normal gravity value computed on the
 SS0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0303.degrees latitude (g = 980.6199 gals.).
 SS0303
 SS0303.The modeled gravity was interpolated from observed gravity values.
 SS0303
 SS0303;                    North         East    Units  Estimated Accuracy
 SS0303;SPC MT       -   308,590.      503,280.      MT  (+/- 180 meters Scaled)
 SS0303
 SS0303                          SUPERSEDED SURVEY CONTROL
 SS0303
 SS0303  NGVD 29 (??/??/92) 1517.153  (m)         4977.53   (f) ADJ UNCH    2 0
 SS0303
 SS0303.Superseded values are not recommended for survey control.
 SS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0303.See file dsdata.txt to determine how the superseded data were derived.
 SS0303
 SS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT172074(NAD 83)
 SS0303_MARKER: DB = BENCH MARK DISK
 SS0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0303_SP_SET: CULVERT
 SS0303_STAMPING: J 191 1961
 SS0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0303
 SS0303  HISTORY     - Date     Condition        Report By
 SS0303  HISTORY     - 1961     MONUMENTED       CGS
 SS0303  HISTORY     - 1984     GOOD             NGS
 SS0303
 SS0303                          STATION DESCRIPTION
 SS0303
 SS0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0303'6.35 MI SE FROM MONARCH.
 SS0303'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0303'SCHOOL AT MONARCH, OR 6.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM
 SS0303'THE POST OFFICE AT NEIHART, IN SECTION 31, T 15 N, R 8 E, 120 FEET
 SS0303'SOUTHEAST OF THE JUNCTION OF THE CENTER LINES OF THE HIGHWAY AND RUBY
 SS0303'CREEK ROAD, 22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 SS0303'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 SS0303'CONCRETE CULVERT OVER HOOVER CREEK, AND ABOUT 1 1/2 FEET BELOW THE
 SS0303'LEVEL OF THE HIGHWAY.
 SS0303
 SS0303                          STATION RECOVERY (1984)
 SS0303
 SS0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SS0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0332 ***********************************************************************
 SS0332  DESIGNATION -  J 192
 SS0332  PID         -  SS0332
 SS0332  STATE/COUNTY-  MT/CASCADE
 SS0332  USGS QUAD   -  RICEVILLE (1995)
 SS0332
 SS0332                         *CURRENT SURVEY CONTROL
 SS0332  ___________________________________________________________________
 SS0332* NAD 83(1986)-  47 10 40.     (N)    110 58 12.     (W)     SCALED    
 SS0332* NAVD 88     -      1390.514  (meters)    4562.04   (feet)  ADJUSTED  
 SS0332  ___________________________________________________________________
 SS0332  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 SS0332  DYNAMIC HT  -        1390.255 (meters)    4561.19  (feet)  COMP
 SS0332  MODELED GRAV-     980,377.8   (mgal)                       NAVD 88
 SS0332
 SS0332  VERT ORDER  -  SECOND    CLASS 0
 SS0332
 SS0332.The horizontal coordinates were scaled from a topographic map and have
 SS0332.an estimated accuracy of +/- 6 seconds.
 SS0332
 SS0332.The orthometric height was determined by differential leveling
 SS0332.and adjusted by the National Geodetic Survey in June 1991..
 SS0332
 SS0332.The geoid height was determined by GEOID03.
 SS0332
 SS0332.The dynamic height is computed by dividing the NAVD 88
 SS0332.geopotential number by the normal gravity value computed on the
 SS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0332.degrees latitude (g = 980.6199 gals.).
 SS0332
 SS0332.The modeled gravity was interpolated from observed gravity values.
 SS0332
 SS0332;                    North         East    Units  Estimated Accuracy
 SS0332;SPC MT       -   326,370.      488,640.      MT  (+/- 180 meters Scaled)
 SS0332
 SS0332                          SUPERSEDED SURVEY CONTROL
 SS0332
 SS0332  NGVD 29 (??/??/92) 1389.483  (m)         4558.66   (f) ADJ UNCH    2 0
 SS0332
 SS0332.Superseded values are not recommended for survey control.
 SS0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0332.See file dsdata.txt to determine how the superseded data were derived.
 SS0332
 SS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT022249(NAD 83)
 SS0332_MARKER: DB = BENCH MARK DISK
 SS0332_SETTING: 66 = SET IN ROCK OUTCROP
 SS0332_SP_SET: ROCK
 SS0332_STAMPING: J 192 1961
 SS0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0332+STABILITY: POSITION/ELEVATION WELL
 SS0332
 SS0332  HISTORY     - Date     Condition        Report By
 SS0332  HISTORY     - 1961     MONUMENTED       CGS
 SS0332
 SS0332                          STATION DESCRIPTION
 SS0332
 SS0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0332'17.8 MI S FROM BELT.
 SS0332'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0332'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0332'THENCE 4.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN SECTION 4, T 16
 SS0332'N, R 6 N, 137 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE
 SS0332'TOP OF A FLAT ROCK FLUSH WITH THE GROUND, 45 FEET SOUTHEAST OF A POWER
 SS0332'POLE BEARING 3 TRANSFORMERS AND BRACED BY A GUY WIRE, 113 FEET SOUTH
 SS0332'OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0519 ***********************************************************************
 SR0519  DESIGNATION -  J 193
 SR0519  PID         -  SR0519
 SR0519  STATE/COUNTY-  MT/FERGUS
 SR0519  USGS QUAD   -  HILGER NW (1985)
 SR0519
 SR0519                         *CURRENT SURVEY CONTROL
 SR0519  ___________________________________________________________________
 SR0519* NAD 83(1986)-  47 25 22.     (N)    109 29 09.     (W)     SCALED    
 SR0519* NAVD 88     -      1054.697  (meters)    3460.29   (feet)  ADJUSTED  
 SR0519  ___________________________________________________________________
 SR0519  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 SR0519  DYNAMIC HT  -        1054.636 (meters)    3460.08  (feet)  COMP
 SR0519  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 SR0519
 SR0519  VERT ORDER  -  SECOND    CLASS 0
 SR0519
 SR0519.The horizontal coordinates were scaled from a topographic map and have
 SR0519.an estimated accuracy of +/- 6 seconds.
 SR0519
 SR0519.The orthometric height was determined by differential leveling
 SR0519.and adjusted by the National Geodetic Survey in June 1991..
 SR0519
 SR0519.The geoid height was determined by GEOID03.
 SR0519
 SR0519.The dynamic height is computed by dividing the NAVD 88
 SR0519.geopotential number by the normal gravity value computed on the
 SR0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0519.degrees latitude (g = 980.6199 gals.).
 SR0519
 SR0519.The modeled gravity was interpolated from observed gravity values.
 SR0519
 SR0519;                    North         East    Units  Estimated Accuracy
 SR0519;SPC MT       -   352,550.      601,070.      MT  (+/- 180 meters Scaled)
 SR0519
 SR0519                          SUPERSEDED SURVEY CONTROL
 SR0519
 SR0519  NGVD 29 (??/??/92) 1053.862  (m)         3457.55   (f) ADJ UNCH    2 0
 SR0519
 SR0519.Superseded values are not recommended for survey control.
 SR0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0519.See file dsdata.txt to determine how the superseded data were derived.
 SR0519
 SR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT142532(NAD 83)
 SR0519_MARKER: DB = BENCH MARK DISK
 SR0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0519_STAMPING: J 193 1961
 SR0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0519+STABILITY: SURFACE MOTION
 SR0519
 SR0519  HISTORY     - Date     Condition        Report By
 SR0519  HISTORY     - 1961     MONUMENTED       CGS
 SR0519
 SR0519                          STATION DESCRIPTION
 SR0519
 SR0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0519'11.5 MI SW FROM SUFFOLK.
 SR0519'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0519'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0519'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 4.95 MILES SOUTH
 SR0519'ALONG A GRAVELED ROAD, IN SECTION 18, T 19 N, R 18 E, 266 FEET
 SR0519'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST OF THE
 SR0519'CENTER LINE OF A TRACK ROAD, 35 FEET WEST OF THE CENTER OF A GATE, 2.0
 SR0519'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 SR0519'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0501 ***********************************************************************
 SR0501  DESIGNATION -  J 194
 SR0501  PID         -  SR0501
 SR0501  STATE/COUNTY-  MT/FERGUS
 SR0501  USGS QUAD   -  HILGER (1985)
 SR0501
 SR0501                         *CURRENT SURVEY CONTROL
 SR0501  ___________________________________________________________________
 SR0501* NAD 83(1986)-  47 20 46.     (N)    109 22 30.     (W)     SCALED    
 SR0501* NAVD 88     -      1142.518  (meters)    3748.41   (feet)  ADJUSTED  
 SR0501  ___________________________________________________________________
 SR0501  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 SR0501  DYNAMIC HT  -        1142.430 (meters)    3748.12  (feet)  COMP
 SR0501  MODELED GRAV-     980,495.2   (mgal)                       NAVD 88
 SR0501
 SR0501  VERT ORDER  -  SECOND    CLASS 0
 SR0501
 SR0501.The horizontal coordinates were scaled from a topographic map and have
 SR0501.an estimated accuracy of +/- 6 seconds.
 SR0501
 SR0501.The orthometric height was determined by differential leveling
 SR0501.and adjusted by the National Geodetic Survey in June 1991..
 SR0501
 SR0501.The geoid height was determined by GEOID03.
 SR0501
 SR0501.The dynamic height is computed by dividing the NAVD 88
 SR0501.geopotential number by the normal gravity value computed on the
 SR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0501.degrees latitude (g = 980.6199 gals.).
 SR0501
 SR0501.The modeled gravity was interpolated from observed gravity values.
 SR0501
 SR0501;                    North         East    Units  Estimated Accuracy
 SR0501;SPC MT       -   344,040.      609,440.      MT  (+/- 180 meters Scaled)
 SR0501
 SR0501                          SUPERSEDED SURVEY CONTROL
 SR0501
 SR0501  NGVD 29 (??/??/92) 1141.670  (m)         3745.63   (f) ADJ UNCH    2 0
 SR0501
 SR0501.Superseded values are not recommended for survey control.
 SR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0501.See file dsdata.txt to determine how the superseded data were derived.
 SR0501
 SR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT227449(NAD 83)
 SR0501_MARKER: DB = BENCH MARK DISK
 SR0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0501_STAMPING: J 194 1961
 SR0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0501+STABILITY: SURFACE MOTION
 SR0501
 SR0501  HISTORY     - Date     Condition        Report By
 SR0501  HISTORY     - 1961     MONUMENTED       CGS
 SR0501
 SR0501                          STATION DESCRIPTION
 SR0501
 SR0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0501'1.15 MI W FROM MOULTON.
 SR0501'ABOUT 1.15 MILES WEST ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT
 SR0501'MOULTON, IN SECTION 12, T 18 N, R 18 E, 38 FEET SOUTH OF THE CENTER
 SR0501'LINE OF THE ROAD, SOUTH OF AND ACROSS THE ROAD FROM A FARMHOUSE, 17
 SR0501'1/2 FEET EAST OF THE CENTER OF A GATE, 7 1/2 FEET EAST OF A POWER
 SR0501'POLE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 SR0501'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0501'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0348 ***********************************************************************
 SR0348  DESIGNATION -  J 195
 SR0348  PID         -  SR0348
 SR0348  STATE/COUNTY-  MT/FERGUS
 SR0348  USGS QUAD   -  LEWISTOWN (1985)
 SR0348
 SR0348                         *CURRENT SURVEY CONTROL
 SR0348  ___________________________________________________________________
 SR0348* NAD 83(1986)-  47 04 06.     (N)    109 23 15.     (W)     SCALED    
 SR0348* NAVD 88     -      1222.027  (meters)    4009.27   (feet)  ADJUSTED  
 SR0348  ___________________________________________________________________
 SR0348  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 SR0348  DYNAMIC HT  -        1221.875 (meters)    4008.77  (feet)  COMP
 SR0348  MODELED GRAV-     980,446.2   (mgal)                       NAVD 88
 SR0348
 SR0348  VERT ORDER  -  FIRST     CLASS II
 SR0348
 SR0348.The horizontal coordinates were scaled from a topographic map and have
 SR0348.an estimated accuracy of +/- 6 seconds.
 SR0348
 SR0348.The orthometric height was determined by differential leveling
 SR0348.and adjusted by the National Geodetic Survey in June 1991..
 SR0348
 SR0348.The geoid height was determined by GEOID03.
 SR0348
 SR0348.The dynamic height is computed by dividing the NAVD 88
 SR0348.geopotential number by the normal gravity value computed on the
 SR0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0348.degrees latitude (g = 980.6199 gals.).
 SR0348
 SR0348.The modeled gravity was interpolated from observed gravity values.
 SR0348
 SR0348;                    North         East    Units  Estimated Accuracy
 SR0348;SPC MT       -   313,180.      608,540.      MT  (+/- 180 meters Scaled)
 SR0348
 SR0348                          SUPERSEDED SURVEY CONTROL
 SR0348
 SR0348  NGVD 29 (??/??/92) 1221.145  (m)         4006.37   (f) ADJ UNCH    1 2
 SR0348
 SR0348.Superseded values are not recommended for survey control.
 SR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0348.See file dsdata.txt to determine how the superseded data were derived.
 SR0348
 SR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT224140(NAD 83)
 SR0348_MARKER: DB = BENCH MARK DISK
 SR0348_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0348_SP_SET: 5.5 FT
 SR0348_STAMPING: J 195 1961
 SR0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0348
 SR0348  HISTORY     - Date     Condition        Report By
 SR0348  HISTORY     - 1961     MONUMENTED       CGS
 SR0348
 SR0348                          STATION DESCRIPTION
 SR0348
 SR0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0348'1.95 MI E FROM LEWISTOWN.
 SR0348'ABOUT 0.3 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0348'PACIFIC RAILROAD FROM THE GREAT NORTHERN RAILWAY STATION AT LEWISTOWN,
 SR0348'THENCE 1.65 MILES EAST ALONG U. S. HIGHWAY 87 AND STATE HIGHWAY 20, IN
 SR0348'SECTION 12, T 15 N, R 18 E, 0.25 MILE EAST OF THE DRIVEWAY TO A TWO
 SR0348'STORY FARMHOUSE ON THE NORTH SIDE OF THE HIGHWAY, 60 FEET SOUTH OF THE
 SR0348'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET EAST
 SR0348'OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE
 SR0348'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0348'DRIVEN TO A DEPTH OF 15 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SR0348'PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0388 ***********************************************************************
 RV0388  DESIGNATION -  J 196
 RV0388  PID         -  RV0388
 RV0388  STATE/COUNTY-  MT/WHEATLAND
 RV0388  USGS QUAD   -  OXFORD (1986)
 RV0388
 RV0388                         *CURRENT SURVEY CONTROL
 RV0388  ___________________________________________________________________
 RV0388* NAD 83(1986)-  46 36 21.     (N)    109 42 05.     (W)     SCALED    
 RV0388* NAVD 88     -      1357.942  (meters)    4455.18   (feet)  ADJUSTED  
 RV0388  ___________________________________________________________________
 RV0388  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 RV0388  DYNAMIC HT  -        1357.665 (meters)    4454.27  (feet)  COMP
 RV0388  MODELED GRAV-     980,362.7   (mgal)                       NAVD 88
 RV0388
 RV0388  VERT ORDER  -  FIRST     CLASS II
 RV0388
 RV0388.The horizontal coordinates were scaled from a topographic map and have
 RV0388.an estimated accuracy of +/- 6 seconds.
 RV0388
 RV0388.The orthometric height was determined by differential leveling
 RV0388.and adjusted by the National Geodetic Survey in June 1991..
 RV0388
 RV0388.The geoid height was determined by GEOID03.
 RV0388
 RV0388.The dynamic height is computed by dividing the NAVD 88
 RV0388.geopotential number by the normal gravity value computed on the
 RV0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0388.degrees latitude (g = 980.6199 gals.).
 RV0388
 RV0388.The modeled gravity was interpolated from observed gravity values.
 RV0388
 RV0388;                    North         East    Units  Estimated Accuracy
 RV0388;SPC MT       -   261,810.      584,580.      MT  (+/- 180 meters Scaled)
 RV0388
 RV0388                          SUPERSEDED SURVEY CONTROL
 RV0388
 RV0388  NGVD 29 (??/??/92) 1356.991  (m)         4452.06   (f) ADJ UNCH    1 2
 RV0388
 RV0388.Superseded values are not recommended for survey control.
 RV0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0388.See file dsdata.txt to determine how the superseded data were derived.
 RV0388
 RV0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS994621(NAD 83)
 RV0388_MARKER: DB = BENCH MARK DISK
 RV0388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0388_SP_SET: 13 FT.
 RV0388_STAMPING: J 196 1961
 RV0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0388
 RV0388  HISTORY     - Date     Condition        Report By
 RV0388  HISTORY     - 1961     MONUMENTED       CGS
 RV0388
 RV0388                          STATION DESCRIPTION
 RV0388
 RV0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0388'5.55 MI SE FROM JUDITH GAP.
 RV0388'ABOUT 5.55 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0388'STATION AT JUDITH GAP, 0.1 MILE NORTHWEST OF A TRESTLE, 55 YARDS SOUTH
 RV0388'OF THE CENTER OF A CURVE IN A GRADED DIRT ROAD, 69 FEET NORTHEAST OF
 RV0388'THE NORTHEAST RAIL, 2 1/2 FEET SOUTHWEST OF A FENCE, 1.8 FEET
 RV0388'NORTHWEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, A
 RV0388'DISK ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A
 RV0388'DEPTH OF 13 FEET AND IS ENCASED IN A 6 INCH TILE WHICH PROJECTS 6
 RV0388'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0183 ***********************************************************************
 SS0183  DESIGNATION -  J 197
 SS0183  PID         -  SS0183
 SS0183  STATE/COUNTY-  MT/JUDITH BASIN
 SS0183  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0183
 SS0183                         *CURRENT SURVEY CONTROL
 SS0183  ___________________________________________________________________
 SS0183* NAD 83(1986)-  47 11 54.     (N)    110 25 33.     (W)     SCALED    
 SS0183* NAVD 88     -      1371.745  (meters)    4500.47   (feet)  ADJUSTED  
 SS0183  ___________________________________________________________________
 SS0183  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 SS0183  DYNAMIC HT  -        1371.550 (meters)    4499.83  (feet)  COMP
 SS0183  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 SS0183
 SS0183  VERT ORDER  -  FIRST     CLASS II
 SS0183
 SS0183.The horizontal coordinates were scaled from a topographic map and have
 SS0183.an estimated accuracy of +/- 6 seconds.
 SS0183
 SS0183.The orthometric height was determined by differential leveling
 SS0183.and adjusted by the National Geodetic Survey in June 1991..
 SS0183.WARNING-Repeat measurements at this control monument indicate possible
 SS0183.vertical movement.
 SS0183
 SS0183.The geoid height was determined by GEOID03.
 SS0183
 SS0183.The dynamic height is computed by dividing the NAVD 88
 SS0183.geopotential number by the normal gravity value computed on the
 SS0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0183.degrees latitude (g = 980.6199 gals.).
 SS0183
 SS0183.The modeled gravity was interpolated from observed gravity values.
 SS0183
 SS0183;                    North         East    Units  Estimated Accuracy
 SS0183;SPC MT       -   328,030.      529,890.      MT  (+/- 180 meters Scaled)
 SS0183
 SS0183                          SUPERSEDED SURVEY CONTROL
 SS0183
 SS0183  NGVD 29 (??/??/92) 1370.796  (m)         4497.35   (f) ADJ UNCH    1 2
 SS0183
 SS0183.Superseded values are not recommended for survey control.
 SS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0183.See file dsdata.txt to determine how the superseded data were derived.
 SS0183
 SS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT434273(NAD 83)
 SS0183_MARKER: DB = BENCH MARK DISK
 SS0183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0183_SP_SET: 21.5 FT.
 SS0183_STAMPING: J 197 1961
 SS0183_PROJECTION: PROJECTING 2 CENTIMETERS
 SS0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0183_ROD/PIPE-DEPTH: 7.0  meters
 SS0183
 SS0183  HISTORY     - Date     Condition        Report By
 SS0183  HISTORY     - 1961     MONUMENTED       CGS
 SS0183  HISTORY     - 1980     GOOD             NGS
 SS0183
 SS0183                          STATION DESCRIPTION
 SS0183
 SS0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0183'7.0 MI SE FROM GEYSER.
 SS0183'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0183'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0183'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 3.0 MILES SOUTH ALONG A
 SS0183'GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION
 SS0183'35, T 17 N, R 10 E, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39
 SS0183'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROAD AND A
 SS0183'ROAD LEADING NORTH, 17 FEET EAST OF THE CENTER OF A WIRE GATE, 3 1/2
 SS0183'FEET SOUTHWEST OF A TELEPHONE POLE BRACED BY A GUY WIRE, 2 FEET NORTH
 SS0183'OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SS0183'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SS0183'DRIVEN TO A DEPTH OF 21 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 SS0183'PROJECTS 6 INCHES.
 SS0183
 SS0183                          STATION RECOVERY (1980)
 SS0183
 SS0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0183'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY  87 FROM THE SCHOOL HOUSE IN
 SS0183'GEYSER THENCE 4.8 KM (3.0 MI) SOUTH ALONG A GRAVELED ROAD THENCE
 SS0183'3.2 KM (2.0 MI) EAST ALONG A GRAVELED ROAD, AT A GRAVELED ROAD ON THE
 SS0183'LEFT, 11.9 METERS (39 FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION
 SS0183'OF THE ROADS, 9.1 METERS (30 FT) SOUTH OF THE ROAD CENTER, 5.2
 SS0183'METERS (17.0 FT) EAST OF THE CENTER OF A GATE, 1.1 METERS (3.5 FT)
 SS0183'SOUTHWEST OF A UTILITY POLE AND 0.6 METER (2.0 FT) NORTH OF A FENCE.
 SS0183'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SS0183'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0475 ***********************************************************************
 RV0475  DESIGNATION -  J 198
 RV0475  PID         -  RV0475
 RV0475  STATE/COUNTY-  MT/FERGUS
 RV0475  USGS QUAD   -  MOORE (1970)
 RV0475
 RV0475                         *CURRENT SURVEY CONTROL
 RV0475  ___________________________________________________________________
 RV0475* NAD 83(1986)-  46 54 14.     (N)    109 38 21.     (W)     SCALED    
 RV0475* NAVD 88     -      1372.739  (meters)    4503.73   (feet)  ADJUSTED  
 RV0475  ___________________________________________________________________
 RV0475  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 RV0475  DYNAMIC HT  -        1372.506 (meters)    4502.96  (feet)  COMP
 RV0475  MODELED GRAV-     980,395.3   (mgal)                       NAVD 88
 RV0475
 RV0475  VERT ORDER  -  SECOND    CLASS 0
 RV0475
 RV0475.The horizontal coordinates were scaled from a topographic map and have
 RV0475.an estimated accuracy of +/- 6 seconds.
 RV0475
 RV0475.The orthometric height was determined by differential leveling
 RV0475.and adjusted by the National Geodetic Survey in June 1991..
 RV0475
 RV0475.The geoid height was determined by GEOID03.
 RV0475
 RV0475.The dynamic height is computed by dividing the NAVD 88
 RV0475.geopotential number by the normal gravity value computed on the
 RV0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0475.degrees latitude (g = 980.6199 gals.).
 RV0475
 RV0475.The modeled gravity was interpolated from observed gravity values.
 RV0475
 RV0475;                    North         East    Units  Estimated Accuracy
 RV0475;SPC MT       -   294,910.      589,400.      MT  (+/- 180 meters Scaled)
 RV0475
 RV0475                          SUPERSEDED SURVEY CONTROL
 RV0475
 RV0475  NGVD 29 (??/??/92) 1371.808  (m)         4500.67   (f) ADJ UNCH    2 0
 RV0475
 RV0475.Superseded values are not recommended for survey control.
 RV0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0475.See file dsdata.txt to determine how the superseded data were derived.
 RV0475
 RV0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS036953(NAD 83)
 RV0475_MARKER: DB = BENCH MARK DISK
 RV0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0475_SP_SET: 8 FT.
 RV0475_STAMPING: J 198 1961
 RV0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0475
 RV0475  HISTORY     - Date     Condition        Report By
 RV0475  HISTORY     - 1961     MONUMENTED       CGS
 RV0475
 RV0475                          STATION DESCRIPTION
 RV0475
 RV0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0475'8.0 MI SE FROM MOORE.
 RV0475'ABOUT 6.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 RV0475'U.S. HIGHWAY 87 AT MOORE, THENCE 1.5 MILE EAST ALONG A GRAVEL ROAD,
 RV0475'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 275 FEET EAST OF PAUL
 RV0475'ASPEVIGS RANCH HOUSE, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 120
 RV0475'FEET SOUTH OF THE EXTENDED CENTER LINE OF A DRIVE WEST TO THE RANCH
 RV0475'HOUSE, 10 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1 1/2 FEET WEST OF
 RV0475'A FENCE, 0.4 FOOT NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RV0475'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER CAOTED ROD WHICH WAS
 RV0475'DRIVEN TO REFUSAL AT A DEPTH OF 8 FEET.  THE UPPER PORTION OF THE ROD
 RV0475'IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0692 ***********************************************************************
 SS0692  DESIGNATION -  J 2 Z
 SS0692  PID         -  SS0692
 SS0692  STATE/COUNTY-  MT/TETON
 SS0692  USGS QUAD   -  DUTTON SE (1987)
 SS0692
 SS0692                         *CURRENT SURVEY CONTROL
 SS0692  ___________________________________________________________________
 SS0692* NAD 83(1986)-  47 50 50.     (N)    111 30 53.     (W)     SCALED    
 SS0692* NAVD 88     -      1090.672  (meters)    3578.31   (feet)  ADJUSTED  
 SS0692  ___________________________________________________________________
 SS0692  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 SS0692  DYNAMIC HT  -        1090.642 (meters)    3578.21  (feet)  COMP
 SS0692  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 SS0692
 SS0692  VERT ORDER  -  SECOND    CLASS 0
 SS0692
 SS0692.The horizontal coordinates were scaled from a topographic map and have
 SS0692.an estimated accuracy of +/- 6 seconds.
 SS0692
 SS0692.The orthometric height was determined by differential leveling
 SS0692.and adjusted by the National Geodetic Survey in June 1991..
 SS0692
 SS0692.The geoid height was determined by GEOID03.
 SS0692
 SS0692.The dynamic height is computed by dividing the NAVD 88
 SS0692.geopotential number by the normal gravity value computed on the
 SS0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0692.degrees latitude (g = 980.6199 gals.).
 SS0692
 SS0692.The modeled gravity was interpolated from observed gravity values.
 SS0692
 SS0692;                    North         East    Units  Estimated Accuracy
 SS0692;SPC MT       -   401,660.      449,300.      MT  (+/- 180 meters Scaled)
 SS0692
 SS0692                          SUPERSEDED SURVEY CONTROL
 SS0692
 SS0692  NGVD 29 (??/??/92) 1089.757  (m)         3575.31   (f) ADJ UNCH    2 0
 SS0692
 SS0692.Superseded values are not recommended for survey control.
 SS0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0692.See file dsdata.txt to determine how the superseded data were derived.
 SS0692
 SS0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT614994(NAD 83)
 SS0692_MARKER: DS = TRIANGULATION STATION DISK
 SS0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0692_STAMPING: J 2 Z 1961
 SS0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0692+STABILITY: SURFACE MOTION
 SS0692
 SS0692  HISTORY     - Date     Condition        Report By
 SS0692  HISTORY     - 1961     MONUMENTED       CGS
 SS0692  HISTORY     - 1972     GOOD             NGS
 SS0692
 SS0692                          STATION DESCRIPTION
 SS0692
 SS0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS0692'10.2 MI E FROM DUTTON.
 SS0692'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 91 (INTERSTATE HWY 15)
 SS0692'AND STATE HIGHWAY 221, WHICH IS AT THE SOUTHEAST CORNER OF DUTTON. BY
 SS0692'GOING EAST ON STATE HIGHWAY 221 FOR 8.7 MILES TO A GRAVEL CROSSROAD,
 SS0692'THEN NORTH 0.35 MILE TO A FARMYARD, FOLLOW A FIELD ROAD EAST 0.15 MILE
 SS0692'CROSSING A RAVINE, TO A ROCK PILE AND THE MARK ON THE RIGHT, ON THE
 SS0692'EAST BANK OF THE RAVINE, 62 FEET SOUTH OF THE CENTER OF THE FIELD
 SS0692'ROAD, 6 FEET EAST OF THE SOUTH END OF THE ROCK PILE AND 2 FEET SOUTH
 SS0692'OF A METAL WITNESS POST.  THE MARK IS A TRIANGULATION STATION DISK SET
 SS0692'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. 1/4, SEC 8, T 24N,
 SS0692'R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0693 ***********************************************************************
 SS0693  DESIGNATION -  J 2 Z RM 1
 SS0693  PID         -  SS0693
 SS0693  STATE/COUNTY-  MT/TETON
 SS0693  USGS QUAD   -  DUTTON SE (1987)
 SS0693
 SS0693                         *CURRENT SURVEY CONTROL
 SS0693  ___________________________________________________________________
 SS0693* NAD 83(1986)-  47 50 50.     (N)    111 30 53.     (W)     SCALED    
 SS0693* NAVD 88     -      1091.320  (meters)    3580.44   (feet)  ADJUSTED  
 SS0693  ___________________________________________________________________
 SS0693  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 SS0693  DYNAMIC HT  -        1091.290 (meters)    3580.34  (feet)  COMP
 SS0693  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 SS0693
 SS0693  VERT ORDER  -  SECOND    CLASS 0
 SS0693
 SS0693.The horizontal coordinates were scaled from a topographic map and have
 SS0693.an estimated accuracy of +/- 6 seconds.
 SS0693
 SS0693.The orthometric height was determined by differential leveling
 SS0693.and adjusted by the National Geodetic Survey in June 1991..
 SS0693
 SS0693.The geoid height was determined by GEOID03.
 SS0693
 SS0693.The dynamic height is computed by dividing the NAVD 88
 SS0693.geopotential number by the normal gravity value computed on the
 SS0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0693.degrees latitude (g = 980.6199 gals.).
 SS0693
 SS0693.The modeled gravity was interpolated from observed gravity values.
 SS0693
 SS0693;                    North         East    Units  Estimated Accuracy
 SS0693;SPC MT       -   401,660.      449,300.      MT  (+/- 180 meters Scaled)
 SS0693
 SS0693                          SUPERSEDED SURVEY CONTROL
 SS0693
 SS0693  NGVD 29 (??/??/92) 1090.405  (m)         3577.44   (f) ADJ UNCH    2 0
 SS0693
 SS0693.Superseded values are not recommended for survey control.
 SS0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0693.See file dsdata.txt to determine how the superseded data were derived.
 SS0693
 SS0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT614994(NAD 83)
 SS0693_MARKER: DR = REFERENCE MARK DISK
 SS0693_SETTING: 0 = UNSPECIFIED SETTING
 SS0693_STAMPING: J 2 Z NO 1 1961
 SS0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0693
 SS0693  HISTORY     - Date     Condition        Report By
 SS0693  HISTORY     - 1961     MONUMENTED       CGS
 SS0693  HISTORY     - 1972     GOOD             NGS
 SS0693
 SS0693                          STATION DESCRIPTION
 SS0693
 SS0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS0693'10.2 MI E FROM DUTTON.
 SS0693'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 91 (INTERSTATE HWY 15)
 SS0693'AND STATE HIGHWAY 221, WHICH IS AT THE SOUTHEAST CORNER OF DUTTON. BY
 SS0693'GOING EAST ON STATE HIGHWAY 221 FOR 8.7 MILES TO A GRAVEL CROSSROAD,
 SS0693'THEN NORTH 0.35 MILE TO A FARMYARD, FOLLOW A FIELD ROAD EAST 0.15 MILE
 SS0693'CROSSING A RAVINE, TO A ROCK PILE AND THE MARK ON THE RIGHT, AND THE
 SS0693'MARK IN THE CULTIVATED FIELD 41.4 FEET EAST OF TRIANGULATION STATION J
 SS0693'2 Z, 85.5 FEET SOUTH-SOUTHEAST OF J 2 Z R.M. 2, 54 FEET SOUTH OF THE
 SS0693'CENTER OF THE FIELD ROAD, 2 FEET HIGHER THAN THE STATION MARK AND
 SS0693'ABOUT LEVEL WITH THE GROUND.  1/4, SEC 8, T 24N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0691 ***********************************************************************
 SS0691  DESIGNATION -  J 2 Z RM 2
 SS0691  PID         -  SS0691
 SS0691  STATE/COUNTY-  MT/TETON
 SS0691  USGS QUAD   -  DUTTON SE (1987)
 SS0691
 SS0691                         *CURRENT SURVEY CONTROL
 SS0691  ___________________________________________________________________
 SS0691* NAD 83(1986)-  47 50 50.     (N)    111 30 52.     (W)     SCALED    
 SS0691* NAVD 88     -      1090.143  (meters)    3576.58   (feet)  ADJUSTED  
 SS0691  ___________________________________________________________________
 SS0691  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 SS0691  DYNAMIC HT  -        1090.113 (meters)    3576.48  (feet)  COMP
 SS0691  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 SS0691
 SS0691  VERT ORDER  -  SECOND    CLASS 0
 SS0691
 SS0691.The horizontal coordinates were scaled from a topographic map and have
 SS0691.an estimated accuracy of +/- 6 seconds.
 SS0691
 SS0691.The orthometric height was determined by differential leveling
 SS0691.and adjusted by the National Geodetic Survey in June 1991..
 SS0691
 SS0691.The geoid height was determined by GEOID03.
 SS0691
 SS0691.The dynamic height is computed by dividing the NAVD 88
 SS0691.geopotential number by the normal gravity value computed on the
 SS0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0691.degrees latitude (g = 980.6199 gals.).
 SS0691
 SS0691.The modeled gravity was interpolated from observed gravity values.
 SS0691
 SS0691;                    North         East    Units  Estimated Accuracy
 SS0691;SPC MT       -   401,660.      449,320.      MT  (+/- 180 meters Scaled)
 SS0691
 SS0691                          SUPERSEDED SURVEY CONTROL
 SS0691
 SS0691  NGVD 29 (??/??/92) 1089.228  (m)         3573.58   (f) ADJ UNCH    2 0
 SS0691
 SS0691.Superseded values are not recommended for survey control.
 SS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0691.See file dsdata.txt to determine how the superseded data were derived.
 SS0691
 SS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT615994(NAD 83)
 SS0691_MARKER: DR = REFERENCE MARK DISK
 SS0691_SETTING: 0 = UNSPECIFIED SETTING
 SS0691_STAMPING: J 2 Z NO 2 1961
 SS0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0691
 SS0691  HISTORY     - Date     Condition        Report By
 SS0691  HISTORY     - 1961     MONUMENTED       CGS
 SS0691  HISTORY     - 1972     GOOD             NGS
 SS0691
 SS0691                          STATION DESCRIPTION
 SS0691
 SS0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS0691'10.2 MI E FROM DUTTON.
 SS0691'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 91 (INTERSTATE HWY 15)
 SS0691'AND STATE HIGHWAY 221, WHICH IS AT THE SOUTHEAST CORNER OF DUTTON. BY
 SS0691'GOING EAST ON STATE HIGHWAY 221 FOR 8.7 MILES TO A GRAVEL CROSSROAD,
 SS0691'THEN NORTH 0.35 MILE TO A FARMYARD, FOLLOW A FIELD ROAD EAST 0.15 MILE
 SS0691'CROSSING A RAVINE, TO A ROCK PILE ON THE RIGHT AND THE MARK ON THE
 SS0691'LEFT, 55 FEET NORTH-NORTHEAST OF THE NORTH END OF THE ROCK PILE, 17
 SS0691'FEET NORTH OF THE FIELD ROAD, 78.4 FEET NORTH OF TRIANGULATION STATION
 SS0691'J 2 Z, 85.5 FEET NORTH-NORTHWEST OF J 2 Z R.M. 1 AND 1.8 FEET LOWER
 SS0691'THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0688 ***********************************************************************
 SS0688  DESIGNATION -  J 2 Z RM 3
 SS0688  PID         -  SS0688
 SS0688  STATE/COUNTY-  MT/TETON
 SS0688  USGS QUAD   -  DUTTON SE (1987)
 SS0688
 SS0688                         *CURRENT SURVEY CONTROL
 SS0688  ___________________________________________________________________
 SS0688* NAD 83(1986)-  47 50 35.     (N)    111 30 38.     (W)     SCALED    
 SS0688* NAVD 88     -      1099.30   (meters)    3606.6    (feet)  RESET     
 SS0688  ___________________________________________________________________
 SS0688  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS0688
 SS0688  VERT ORDER  -  THIRD
 SS0688
 SS0688.The horizontal coordinates were scaled from a topographic map and have
 SS0688.an estimated accuracy of +/- 6 seconds.
 SS0688
 SS0688.The orthometric height was computed from unverified reset data.
 SS0688
 SS0688.The geoid height was determined by GEOID03.
 SS0688
 SS0688;                    North         East    Units  Estimated Accuracy
 SS0688;SPC MT       -   401,180.      449,600.      MT  (+/- 180 meters Scaled)
 SS0688
 SS0688                          SUPERSEDED SURVEY CONTROL
 SS0688
 SS0688.No superseded survey control is available for this station.
 SS0688
 SS0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT618989(NAD 83)
 SS0688_MARKER: DZ = AZIMUTH MARK DISK
 SS0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0688_STAMPING: J 2 Z 1961 NO 3 1972
 SS0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0688+STABILITY: SURFACE MOTION
 SS0688
 SS0688  HISTORY     - Date     Condition        Report By
 SS0688  HISTORY     - 1972     MONUMENTED       NGS
 SS0688
 SS0688                          STATION DESCRIPTION
 SS0688
 SS0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SS0688'9.5 MI E FROM DUTTON.
 SS0688'THE MARK IS 8.95 MILES EAST ALONG STATE HIGHWAY 221 (DIAMOND VALLEY
 SS0688'ROAD) FROM THE INTERSECTION OF S.H. 221 AND U.S. HIGHWAY 91 (I-15) AT
 SS0688'THE SOUTHEAST CORNER OF DUTTON, 0.25 MILE EAST OF A GRAVEL CROSSROAD,
 SS0688'NEAR THE NORTH RIGHT-OF-WAY LINE OF S.H. 221, ON THE WESTERN SLOPE OF
 SS0688'A HILL, 1 FOOT WEST OF A TELEPHONE POLE AND 1 FOOT EAST OF A METAL
 SS0688'WITNESS POST.  MARK IS A REFERENCE MARK DISK SET IN A ROUND CONCRETE
 SS0688'POST WHICH PROJECTS 4 INCHES.  SECTION 8, T 24N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0020 ***********************************************************************
 TH0020  DESIGNATION -  J 203
 TH0020  PID         -  TH0020
 TH0020  STATE/COUNTY-  MT/SHERIDAN
 TH0020  USGS QUAD   -  DOOLEY (1983)
 TH0020
 TH0020                         *CURRENT SURVEY CONTROL
 TH0020  ___________________________________________________________________
 TH0020* NAD 83(1986)-  48 52 58.     (N)    104 23 23.     (W)     SCALED    
 TH0020* NAVD 88     -       751.098  (meters)    2464.23   (feet)  ADJUSTED  
 TH0020  ___________________________________________________________________
 TH0020  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 TH0020  DYNAMIC HT  -         751.222 (meters)    2464.63  (feet)  COMP
 TH0020  MODELED GRAV-     980,750.4   (mgal)                       NAVD 88
 TH0020
 TH0020  VERT ORDER  -  SECOND    CLASS 0
 TH0020
 TH0020.The horizontal coordinates were scaled from a topographic map and have
 TH0020.an estimated accuracy of +/- 6 seconds.
 TH0020
 TH0020.The orthometric height was determined by differential leveling
 TH0020.and adjusted by the National Geodetic Survey in June 1991..
 TH0020
 TH0020.The geoid height was determined by GEOID03.
 TH0020
 TH0020.The dynamic height is computed by dividing the NAVD 88
 TH0020.geopotential number by the normal gravity value computed on the
 TH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0020.degrees latitude (g = 980.6199 gals.).
 TH0020
 TH0020.The modeled gravity was interpolated from observed gravity values.
 TH0020
 TH0020;                    North         East    Units  Estimated Accuracy
 TH0020;SPC MT       -   527,050.      974,510.      MT  (+/- 180 meters Scaled)
 TH0020
 TH0020                          SUPERSEDED SURVEY CONTROL
 TH0020
 TH0020  NGVD 29 (??/??/92)  750.521  (m)         2462.33   (f) ADJ UNCH    2 0
 TH0020
 TH0020.Superseded values are not recommended for survey control.
 TH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0020.See file dsdata.txt to determine how the superseded data were derived.
 TH0020
 TH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ447146(NAD 83)
 TH0020_MARKER: DB = BENCH MARK DISK
 TH0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0020_STAMPING: J-203 -- 1934
 TH0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0020+STABILITY: SURFACE MOTION
 TH0020
 TH0020  HISTORY     - Date     Condition        Report By
 TH0020  HISTORY     - 1934     MONUMENTED       CGS
 TH0020
 TH0020                          STATION DESCRIPTION
 TH0020
 TH0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0020'IN DOOLEY.
 TH0020'AT DOOLEY.  130 YARDS EAST OF THE DEPOT.  76 YARDS EAST OF CENTERLINE
 TH0020'OF RAILWAY CROSSING.  73 YARDS WEST OF MILE POST 638.  72 FEET
 TH0020'SOUTHWEST OF SOUTHWEST CORNER OF STOCKYARD.  38 FEET NORTHEAST OF
 TH0020'WESTLAND OIL TANKS.  34.4 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK.  IN
 TH0020'LINE WITH ROW OF TELEGRAPH POLES.  A STANDARD TABLET SET IN TOP OF
 TH0020'CONCRETE POST 6 INCHES HIGH.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 TH0020'SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0228 ***********************************************************************
 RT0228  DESIGNATION -  J 204
 RT0228  PID         -  RT0228
 RT0228  STATE/COUNTY-  MT/CUSTER
 RT0228  USGS QUAD   -  RED KNOB (1969)
 RT0228
 RT0228                         *CURRENT SURVEY CONTROL
 RT0228  ___________________________________________________________________
 RT0228* NAD 83(1986)-  46 20 05.     (N)    105 14 41.     (W)     SCALED    
 RT0228* NAVD 88     -       848.620  (meters)    2784.18   (feet)  ADJUSTED  
 RT0228  ___________________________________________________________________
 RT0228  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RT0228  DYNAMIC HT  -         848.535 (meters)    2783.90  (feet)  COMP
 RT0228  MODELED GRAV-     980,485.7   (mgal)                       NAVD 88
 RT0228
 RT0228  VERT ORDER  -  SECOND    CLASS 0
 RT0228
 RT0228.The horizontal coordinates were scaled from a topographic map and have
 RT0228.an estimated accuracy of +/- 6 seconds.
 RT0228
 RT0228.The orthometric height was determined by differential leveling
 RT0228.and adjusted by the National Geodetic Survey in June 1991..
 RT0228
 RT0228.The geoid height was determined by GEOID03.
 RT0228
 RT0228.The dynamic height is computed by dividing the NAVD 88
 RT0228.geopotential number by the normal gravity value computed on the
 RT0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0228.degrees latitude (g = 980.6199 gals.).
 RT0228
 RT0228.The modeled gravity was interpolated from observed gravity values.
 RT0228
 RT0228;                    North         East    Units  Estimated Accuracy
 RT0228;SPC MT       -   240,560.      927,300.      MT  (+/- 180 meters Scaled)
 RT0228
 RT0228                          SUPERSEDED SURVEY CONTROL
 RT0228
 RT0228  NGVD 29 (??/??/92)  848.057  (m)         2782.33   (f) ADJ UNCH    2 0
 RT0228
 RT0228.Superseded values are not recommended for survey control.
 RT0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0228.See file dsdata.txt to determine how the superseded data were derived.
 RT0228
 RT0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM811312(NAD 83)
 RT0228_MARKER: DB = BENCH MARK DISK
 RT0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0228_STAMPING: J 204 1934
 RT0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0228+STABILITY: SURFACE MOTION
 RT0228
 RT0228  HISTORY     - Date     Condition        Report By
 RT0228  HISTORY     - 1934     MONUMENTED       CGS
 RT0228  HISTORY     - 1941     GOOD             NGS
 RT0228  HISTORY     - 1969     GOOD             USGS
 RT0228
 RT0228                          STATION DESCRIPTION
 RT0228
 RT0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RT0228'9.1 MI SW FROM KNOWLTON.
 RT0228'9.1 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO MIZPAH FROM THE
 RT0228'SCHOOLHOUSE AT KNOWLTON, CUSTER COUNTY, 0.9 MILE SOUTH OF A 90-DEGREE
 RT0228'CURVE TO THE LEFT AT THE FOOT OF A LONG HILL, AT THE TOP OF THE HILL,
 RT0228'50 YARDS NORTHWEST OF A FENCE CORNER AT A CURVE TO THE RIGHT, 30 FEET
 RT0228'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET SOUTHWEST OF A
 RT0228'FENCE.  A STANDARD DISK, STAMPED J 204 1934 AND SET IN THE TOP OF A
 RT0228'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 RT0228
 RT0228                          STATION RECOVERY (1969)
 RT0228
 RT0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0099 ***********************************************************************
 QU0099  DESIGNATION -  J 205
 QU0099  PID         -  QU0099
 QU0099  STATE/COUNTY-  MT/CUSTER
 QU0099  USGS QUAD   -  POWDERVILLE (1979)
 QU0099
 QU0099                         *CURRENT SURVEY CONTROL
 QU0099  ___________________________________________________________________
 QU0099* NAD 83(1986)-  45 48 27.     (N)    105 04 29.     (W)     SCALED    
 QU0099* NAVD 88     -       869.298  (meters)    2852.02   (feet)  ADJUSTED  
 QU0099  ___________________________________________________________________
 QU0099  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 QU0099  DYNAMIC HT  -         869.153 (meters)    2851.55  (feet)  COMP
 QU0099  MODELED GRAV-     980,420.0   (mgal)                       NAVD 88
 QU0099
 QU0099  VERT ORDER  -  SECOND    CLASS 0
 QU0099
 QU0099.The horizontal coordinates were scaled from a topographic map and have
 QU0099.an estimated accuracy of +/- 6 seconds.
 QU0099
 QU0099.The orthometric height was determined by differential leveling
 QU0099.and adjusted by the National Geodetic Survey in June 1991..
 QU0099
 QU0099.The geoid height was determined by GEOID03.
 QU0099
 QU0099.The dynamic height is computed by dividing the NAVD 88
 QU0099.geopotential number by the normal gravity value computed on the
 QU0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0099.degrees latitude (g = 980.6199 gals.).
 QU0099
 QU0099.The modeled gravity was interpolated from observed gravity values.
 QU0099
 QU0099;                    North         East    Units  Estimated Accuracy
 QU0099;SPC MT       -   182,800.      943,670.      MT  (+/- 180 meters Scaled)
 QU0099
 QU0099                          SUPERSEDED SURVEY CONTROL
 QU0099
 QU0099  NGVD 29 (??/??/92)  868.710  (m)         2850.09   (f) ADJ UNCH    2 0
 QU0099
 QU0099.Superseded values are not recommended for survey control.
 QU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0099.See file dsdata.txt to determine how the superseded data were derived.
 QU0099
 QU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL941726(NAD 83)
 QU0099_MARKER: DB = BENCH MARK DISK
 QU0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0099_STAMPING: J-205 1934
 QU0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0099+STABILITY: SURFACE MOTION
 QU0099
 QU0099  HISTORY     - Date     Condition        Report By
 QU0099  HISTORY     - 1934     MONUMENTED       CGS
 QU0099  HISTORY     - 1973     GOOD             USGS
 QU0099
 QU0099                          STATION DESCRIPTION
 QU0099
 QU0099'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0099'3.8 MI N FROM POWDERVILLE.
 QU0099'3.75 MILES NORTH POWDER RIVER BRIDGE AT POWDERVILLE, POWDER
 QU0099'RIVER COUNTY, 1.0 MILE WEST OF, THENCE 3.6 MILES NORTH ALONG
 QU0099'COUNTY ROAD TO MIZPAH.  BENCH MARK IS LOCATED 957 FEET NORTHEAST
 QU0099'AND 105 FEET SOUTHEAST OF ROAD AT TRAIL SOUTHEAST.  A STANDARD
 QU0099'DISK, STAMPED J-205 1934 AND SET IN TOP OF A CONCRETE POST
 QU0099'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0257 ***********************************************************************
 RT0257  DESIGNATION -  J 207
 RT0257  PID         -  RT0257
 RT0257  STATE/COUNTY-  MT/CUSTER
 RT0257  USGS QUAD   -  LOCATE SW (1969)
 RT0257
 RT0257                         *CURRENT SURVEY CONTROL
 RT0257  ___________________________________________________________________
 RT0257* NAD 83(1986)-  46 21 26.     (N)    105 28 26.     (W)     SCALED    
 RT0257* NAVD 88     -       970.363  (meters)    3183.60   (feet)  ADJUSTED  
 RT0257  ___________________________________________________________________
 RT0257  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 RT0257  DYNAMIC HT  -         970.241 (meters)    3183.20  (feet)  COMP
 RT0257  MODELED GRAV-     980,455.6   (mgal)                       NAVD 88
 RT0257
 RT0257  VERT ORDER  -  SECOND    CLASS 0
 RT0257
 RT0257.The horizontal coordinates were scaled from a topographic map and have
 RT0257.an estimated accuracy of +/- 6 seconds.
 RT0257
 RT0257.The orthometric height was determined by differential leveling
 RT0257.and adjusted by the National Geodetic Survey in June 1991..
 RT0257
 RT0257.The geoid height was determined by GEOID03.
 RT0257
 RT0257.The dynamic height is computed by dividing the NAVD 88
 RT0257.geopotential number by the normal gravity value computed on the
 RT0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0257.degrees latitude (g = 980.6199 gals.).
 RT0257
 RT0257.The modeled gravity was interpolated from observed gravity values.
 RT0257
 RT0257;                    North         East    Units  Estimated Accuracy
 RT0257;SPC MT       -   242,120.      909,560.      MT  (+/- 180 meters Scaled)
 RT0257
 RT0257                          SUPERSEDED SURVEY CONTROL
 RT0257
 RT0257  NGVD 29 (??/??/92)  969.740  (m)         3181.56   (f) ADJ UNCH    2 0
 RT0257
 RT0257.Superseded values are not recommended for survey control.
 RT0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0257.See file dsdata.txt to determine how the superseded data were derived.
 RT0257
 RT0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM635338(NAD 83)
 RT0257_MARKER: DB = BENCH MARK DISK
 RT0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0257_STAMPING: J 207 1934
 RT0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0257+STABILITY: SURFACE MOTION
 RT0257
 RT0257  HISTORY     - Date     Condition        Report By
 RT0257  HISTORY     - 1934     MONUMENTED       CGS
 RT0257
 RT0257                          STATION DESCRIPTION
 RT0257
 RT0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0257'11.5 MI W FROM MIZPAH.
 RT0257'ABOUT 11.5 MILES WEST ALONG THE MILES CITY-EKALAKA ROAD FROM THE POST
 RT0257'OFFICE AT MIZPAH, CUSTER COUNTY, ABOUT 13.6 MILES WEST OF THE POWDER
 RT0257'RIVER BRIDGE NEAR MIZPAH, AT THE SUMMIT OF A SMALL KNOLL, ABOUT 47
 RT0257'YARDS NORTH OF A FENCE ALONG THE ROAD, AND 43 FEET SOUTH OF THE CENTER
 RT0257'LINE OF THE ROAD.  A STANDARD DISK, STAMPED J 207 1934 AND SET IN THE
 RT0257'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0029 ***********************************************************************
 RT0029  DESIGNATION -  J 208
 RT0029  PID         -  RT0029
 RT0029  STATE/COUNTY-  MT/FALLON
 RT0029  USGS QUAD   -  CARLYLE NW (1981)
 RT0029
 RT0029                         *CURRENT SURVEY CONTROL
 RT0029  ___________________________________________________________________
 RT0029* NAD 83(1986)-  46 38 29.     (N)    104 12 27.     (W)     SCALED    
 RT0029* NAVD 88     -       907.277  (meters)    2976.62   (feet)  ADJUSTED  
 RT0029  ___________________________________________________________________
 RT0029  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 RT0029  DYNAMIC HT  -         907.217 (meters)    2976.43  (feet)  COMP
 RT0029  MODELED GRAV-     980,516.5   (mgal)                       NAVD 88
 RT0029
 RT0029  VERT ORDER  -  SECOND    CLASS 0
 RT0029
 RT0029.The horizontal coordinates were scaled from a topographic map and have
 RT0029.an estimated accuracy of +/- 6 seconds.
 RT0029
 RT0029.The orthometric height was determined by differential leveling
 RT0029.and adjusted by the National Geodetic Survey in June 1991..
 RT0029
 RT0029.The geoid height was determined by GEOID03.
 RT0029
 RT0029.The dynamic height is computed by dividing the NAVD 88
 RT0029.geopotential number by the normal gravity value computed on the
 RT0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0029.degrees latitude (g = 980.6199 gals.).
 RT0029
 RT0029.The modeled gravity was interpolated from observed gravity values.
 RT0029
 RT0029;                    North         East    Units  Estimated Accuracy
 RT0029;SPC MT       -   279,410.    1,004,670.      MT  (+/- 180 meters Scaled)
 RT0029
 RT0029                          SUPERSEDED SURVEY CONTROL
 RT0029
 RT0029  NGVD 29 (??/??/92)  906.661  (m)         2974.60   (f) ADJ UNCH    2 0
 RT0029
 RT0029.Superseded values are not recommended for survey control.
 RT0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0029.See file dsdata.txt to determine how the superseded data were derived.
 RT0029
 RT0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM606656(NAD 83)
 RT0029_MARKER: DB = BENCH MARK DISK
 RT0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0029_STAMPING: J 208 1934
 RT0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0029+STABILITY: SURFACE MOTION
 RT0029
 RT0029  HISTORY     - Date     Condition        Report By
 RT0029  HISTORY     - 1934     MONUMENTED       CGS
 RT0029  HISTORY     - 1974     GOOD             USGS
 RT0029
 RT0029                          STATION DESCRIPTION
 RT0029
 RT0029'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RT0029'22.4 MI N FROM BAKER.
 RT0029'19.1 MIS N ON STATE HWY 7 FROM BAKER TO THE WIBAUX-FALLON COUNTY LINE,
 RT0029'THENCE 1.0 MI E TO A T-RD S.  34 FT S OF THE E-W RD AND 81 FT E OF RD
 RT0029'S, A STD DISK, STAMPED J 208 1934 AND SET IN THE TOP OF A CONC POST
 RT0029'PROJECTING ABOUT 2 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0085 ***********************************************************************
 RT0085  DESIGNATION -  J 209
 RT0085  PID         -  RT0085
 RT0085  STATE/COUNTY-  MT/FALLON
 RT0085  USGS QUAD   -  MEDICINE ROCKS STATE (1981)
 RT0085
 RT0085                         *CURRENT SURVEY CONTROL
 RT0085  ___________________________________________________________________
 RT0085* NAD 83(1986)-  46 05 08.     (N)    104 22 50.     (W)     SCALED    
 RT0085* NAVD 88     -       979.840  (meters)    3214.69   (feet)  ADJUSTED  
 RT0085  ___________________________________________________________________
 RT0085  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 RT0085  DYNAMIC HT  -         979.683 (meters)    3214.18  (feet)  COMP
 RT0085  MODELED GRAV-     980,422.0   (mgal)                       NAVD 88
 RT0085
 RT0085  VERT ORDER  -  SECOND    CLASS 0
 RT0085
 RT0085.The horizontal coordinates were scaled from a topographic map and have
 RT0085.an estimated accuracy of +/- 6 seconds.
 RT0085
 RT0085.The orthometric height was determined by differential leveling
 RT0085.and adjusted by the National Geodetic Survey in June 1991..
 RT0085
 RT0085.The geoid height was determined by GEOID03.
 RT0085
 RT0085.The dynamic height is computed by dividing the NAVD 88
 RT0085.geopotential number by the normal gravity value computed on the
 RT0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0085.degrees latitude (g = 980.6199 gals.).
 RT0085
 RT0085.The modeled gravity was interpolated from observed gravity values.
 RT0085
 RT0085;                    North         East    Units  Estimated Accuracy
 RT0085;SPC MT       -   216,910.      995,490.      MT  (+/- 180 meters Scaled)
 RT0085
 RT0085                          SUPERSEDED SURVEY CONTROL
 RT0085
 RT0085  NGVD 29 (??/??/92)  979.231  (m)         3212.69   (f) ADJ UNCH    2 0
 RT0085
 RT0085.Superseded values are not recommended for survey control.
 RT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0085.See file dsdata.txt to determine how the superseded data were derived.
 RT0085
 RT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM478037(NAD 83)
 RT0085_MARKER: DB = BENCH MARK DISK
 RT0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0085_STAMPING: J 209 1934
 RT0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0085+STABILITY: SURFACE MOTION
 RT0085
 RT0085  HISTORY     - Date     Condition        Report By
 RT0085  HISTORY     - 1934     MONUMENTED       CGS
 RT0085  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0085
 RT0085                          STATION DESCRIPTION
 RT0085
 RT0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0085'16.7 MI NE FROM EKALAKA.
 RT0085'IN FALLON COUNTY, 16.7 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 RT0085'COUNTY COURTHOUSE AT EKALAKA, CARTER COUNTY, 117 YARDS NORTH OF A
 RT0085'CURVE FROM NORTHEAST TO NORTH AROUND A HILL, 35 FEET WEST OF THE
 RT0085'CENTERLINE OF THE HIGHWAY AND 1.5 FEET EAST OF A FENCE.  A STANDARD
 RT0085'DISK, STAMPED J 209 1934 AND SET IN THE TOP OF A CONCRETE POST
 RT0085'PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- BENCH MARK IS ON OLD
 RT0085'HIGHWAY NO. 7.
 RT0085
 RT0085                          STATION RECOVERY (1976)
 RT0085
 RT0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0085'NOTE-- STATE HWY 7 HAS BEEN RELOCATED. THE SITE OF THE MARK IS 7.1 MI
 RT0085'SW ALONG PRESENT STATE HWY 7 FROM THE WILLARD POST OFFICE, THENCE 2.2
 RT0085'MI E ON COUNTY RD TO OLD HWY, THENCE 0.9 MI S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0220 ***********************************************************************
 RY0220  DESIGNATION -  J 211
 RY0220  PID         -  RY0220
 RY0220  STATE/COUNTY-  MT/RAVALLI
 RY0220  USGS QUAD   -  SADDLE MTN (1987)
 RY0220
 RY0220                         *CURRENT SURVEY CONTROL
 RY0220  ___________________________________________________________________
 RY0220* NAD 83(1986)-  46 09 55.     (N)    114 30 10.     (W)     SCALED    
 RY0220* NAVD 88     -      2017.978  (meters)    6620.65   (feet)  ADJUSTED  
 RY0220  ___________________________________________________________________
 RY0220  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 RY0220  DYNAMIC HT  -        2017.036 (meters)    6617.56  (feet)  COMP
 RY0220  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 RY0220
 RY0220  VERT ORDER  -  SECOND    CLASS 0
 RY0220
 RY0220.The horizontal coordinates were scaled from a topographic map and have
 RY0220.an estimated accuracy of +/- 6 seconds.
 RY0220
 RY0220.The orthometric height was determined by differential leveling
 RY0220.and adjusted by the National Geodetic Survey in June 1991..
 RY0220
 RY0220.The geoid height was determined by GEOID03.
 RY0220
 RY0220.The dynamic height is computed by dividing the NAVD 88
 RY0220.geopotential number by the normal gravity value computed on the
 RY0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0220.degrees latitude (g = 980.6199 gals.).
 RY0220
 RY0220.The modeled gravity was interpolated from observed gravity values.
 RY0220
 RY0220;                    North         East    Units  Estimated Accuracy
 RY0220;SPC MT       -   225,170.      214,080.      MT  (+/- 180 meters Scaled)
 RY0220
 RY0220                          SUPERSEDED SURVEY CONTROL
 RY0220
 RY0220  NGVD 29 (??/??/92) 2016.610  (m)         6616.16   (f) ADJ UNCH    2 0
 RY0220
 RY0220.Superseded values are not recommended for survey control.
 RY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0220.See file dsdata.txt to determine how the superseded data were derived.
 RY0220
 RY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM927154(NAD 83)
 RY0220_MARKER: DB = BENCH MARK DISK
 RY0220_SETTING: 80 = SET IN A BOULDER
 RY0220_STAMPING: J 211 1965
 RY0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0220+STABILITY: SURFACE MOTION
 RY0220
 RY0220  HISTORY     - Date     Condition        Report By
 RY0220  HISTORY     - 1965     MONUMENTED       CGS
 RY0220
 RY0220                          STATION DESCRIPTION
 RY0220
 RY0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0220'28.35 MI NW FROM DARBY.
 RY0220'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0220'THENCE 20.85 MILES WEST ALONG LOST HORSE ROAD, THENCE 0.5 MILE NORTH
 RY0220'ALONG EAST FORK MOOSE CREEK TRAIL, AT THE SUMMIT OF LOST HORSE PASS,
 RY0220'ABOUT 0.1 MILE NORTH OF THE NORTH ONE OF TWIN LAKES, NEAR THE
 RY0220'IDAHO-MONTANA LINE, IN THE TOP OF A 4- BY 5-FOOT BOULDER PROJECTING
 RY0220'ABOUT 3 FEET ABOVE THE GROUND, 27 FEET EAST OF THE CENTER LINE OF THE
 RY0220'TRAIL, 5 FEET SOUTHWEST OF A TREE, AND ABOUT 6 FEET HIGHER THAN THE
 RY0220'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0290 ***********************************************************************
 QW0290  DESIGNATION -  J 215
 QW0290  PID         -  QW0290
 QW0290  STATE/COUNTY-  MT/CARBON
 QW0290  USGS QUAD   -  BELFRY (1969)
 QW0290
 QW0290                         *CURRENT SURVEY CONTROL
 QW0290  ___________________________________________________________________
 QW0290* NAD 83(1986)-  45 09 49.     (N)    109 07 18.     (W)     SCALED    
 QW0290* NAVD 88     -      1325.235  (meters)    4347.88   (feet)  ADJUSTED  
 QW0290  ___________________________________________________________________
 QW0290  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 QW0290  DYNAMIC HT  -        1324.731 (meters)    4346.22  (feet)  COMP
 QW0290  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 QW0290
 QW0290  VERT ORDER  -  SECOND    CLASS 0
 QW0290
 QW0290.The horizontal coordinates were scaled from a topographic map and have
 QW0290.an estimated accuracy of +/- 6 seconds.
 QW0290
 QW0290.The orthometric height was determined by differential leveling
 QW0290.and adjusted by the National Geodetic Survey in June 1991..
 QW0290
 QW0290.The geoid height was determined by GEOID03.
 QW0290
 QW0290.The dynamic height is computed by dividing the NAVD 88
 QW0290.geopotential number by the normal gravity value computed on the
 QW0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0290.degrees latitude (g = 980.6199 gals.).
 QW0290
 QW0290.The modeled gravity was interpolated from observed gravity values.
 QW0290
 QW0290;                    North         East    Units  Estimated Accuracy
 QW0290;SPC MT       -   101,620.      629,740.      MT  (+/- 180 meters Scaled)
 QW0290
 QW0290                          SUPERSEDED SURVEY CONTROL
 QW0290
 QW0290  NGVD 29 (??/??/92) 1324.227  (m)         4344.57   (f) ADJ UNCH    2 0
 QW0290
 QW0290.Superseded values are not recommended for survey control.
 QW0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0290.See file dsdata.txt to determine how the superseded data were derived.
 QW0290
 QW0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR476028(NAD 83)
 QW0290_MARKER: DB = BENCH MARK DISK
 QW0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0290_STAMPING: J 215 1934
 QW0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0290+STABILITY: SURFACE MOTION
 QW0290
 QW0290  HISTORY     - Date     Condition        Report By
 QW0290  HISTORY     - 1934     MONUMENTED       CGS
 QW0290
 QW0290                          STATION DESCRIPTION
 QW0290
 QW0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0290'8.8 MI SE FROM RED LODGE.
 QW0290'8.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO CODY, WYOMING, FROM THE
 QW0290'POST OFFICE, AT RED LODGE, CARBON COUNTY, 0.1 MILE NORTHEAST OF A ROAD
 QW0290'LEADING TO A RANCH HOUSE, 35.3 FEET NORTHWEST OF THE CENTERLINE OF THE
 QW0290'ROAD, 24 FEET SOUTHEAST OF THE NEAR RAIL OF A RAILROAD TRACK, AND
 QW0290'ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED J 215
 QW0290'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0265 ***********************************************************************
 QW0265  DESIGNATION -  J 216
 QW0265  PID         -  QW0265
 QW0265  STATE/COUNTY-  MT/STILLWATER
 QW0265  USGS QUAD   -  ABSAROKEE (1955)
 QW0265
 QW0265                         *CURRENT SURVEY CONTROL
 QW0265  ___________________________________________________________________
 QW0265* NAD 83(1986)-  45 30 51.     (N)    109 26 55.     (W)     SCALED    
 QW0265* NAVD 88     -      1239.700  (meters)    4067.25   (feet)  POSTED    
 QW0265  ___________________________________________________________________
 QW0265  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 QW0265  DYNAMIC HT  -        1239.330 (meters)    4066.04  (feet)  COMP
 QW0265  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 QW0265
 QW0265  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0265
 QW0265.The horizontal coordinates were scaled from a topographic map and have
 QW0265.an estimated accuracy of +/- 6 seconds.
 QW0265
 QW0265.The orthometric height was determined by differential leveling
 QW0265.and adjusted by the National Geodetic Survey in 1992..
 QW0265.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0265.rate of 1.1 thru 2.0 mm/km.
 QW0265
 QW0265.The geoid height was determined by GEOID03.
 QW0265
 QW0265.The dynamic height is computed by dividing the NAVD 88
 QW0265.geopotential number by the normal gravity value computed on the
 QW0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0265.degrees latitude (g = 980.6199 gals.).
 QW0265
 QW0265.The modeled gravity was interpolated from observed gravity values.
 QW0265
 QW0265;                    North         East    Units  Estimated Accuracy
 QW0265;SPC MT       -   140,500.      604,010.      MT  (+/- 180 meters Scaled)
 QW0265
 QW0265                          SUPERSEDED SURVEY CONTROL
 QW0265
 QW0265  NGVD 29 (??/??/92) 1238.825  (m)         4064.38   (f) ADJ UNCH    2 0
 QW0265
 QW0265.Superseded values are not recommended for survey control.
 QW0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0265.See file dsdata.txt to determine how the superseded data were derived.
 QW0265
 QW0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR211412(NAD 83)
 QW0265_MARKER: DB = BENCH MARK DISK
 QW0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0265_STAMPING: J 216 1934
 QW0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0265+STABILITY: SURFACE MOTION
 QW0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0265+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 QW0265
 QW0265  HISTORY     - Date     Condition        Report By
 QW0265  HISTORY     - 1934     MONUMENTED       CGS
 QW0265  HISTORY     - 1939     GOOD             NGS
 QW0265  HISTORY     - 20050530 GOOD             INDIV
 QW0265  HISTORY     - 20050530 GOOD             INDIV
 QW0265
 QW0265                          STATION DESCRIPTION
 QW0265
 QW0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 QW0265'14.3 MI SW FROM COLUMBUS.
 QW0265'14.3 MILES SOUTHWEST ALONG THE ROAD LEADING TO RED LODGE FROM
 QW0265'COLUMBUS, STILLWATER COUNTY, 0.5 MILE SOUTHEAST OF ABSAROKEE, 60 FEET
 QW0265'WEST OF THE CENTERLINE OF THE ROAD, AT A CURVE, IN A FENCE CORNER, 20
 QW0265'FEET WEST OF THE WEST EDGE OF AN IRRIGATION DITCH, 2.1 FEET EAST OF
 QW0265'THE POST, AND ABOUT 1-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 QW0265'STAMPED J 216 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QW0265
 QW0265                          STATION RECOVERY (2005)
 QW0265
 QW0265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CLB)
 QW0265'RECOVERED AS DESCRIBED
 QW0265
 QW0265                          STATION RECOVERY (2005)
 QW0265
 QW0265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CLB)
 QW0265'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0155 ***********************************************************************
 RU0155  DESIGNATION -  J 217
 RU0155  PID         -  RU0155
 RU0155  STATE/COUNTY-  MT/ROSEBUD
 RU0155  USGS QUAD   -  GRIFFIN COULEE NE (1984)
 RU0155
 RU0155                         *CURRENT SURVEY CONTROL
 RU0155  ___________________________________________________________________
 RU0155* NAD 83(1986)-  46 07 32.     (N)    106 46 31.     (W)     SCALED    
 RU0155* NAVD 88     -       842.633  (meters)    2764.54   (feet)  ADJUSTED  
 RU0155  ___________________________________________________________________
 RU0155  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 RU0155  DYNAMIC HT  -         842.520 (meters)    2764.17  (feet)  COMP
 RU0155  MODELED GRAV-     980,453.1   (mgal)                       NAVD 88
 RU0155
 RU0155  VERT ORDER  -  SECOND    CLASS 0
 RU0155
 RU0155.The horizontal coordinates were scaled from a topographic map and have
 RU0155.an estimated accuracy of +/- 6 seconds.
 RU0155
 RU0155.The orthometric height was determined by differential leveling
 RU0155.and adjusted by the National Geodetic Survey in June 1991..
 RU0155
 RU0155.The geoid height was determined by GEOID03.
 RU0155
 RU0155.The dynamic height is computed by dividing the NAVD 88
 RU0155.geopotential number by the normal gravity value computed on the
 RU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0155.degrees latitude (g = 980.6199 gals.).
 RU0155
 RU0155.The modeled gravity was interpolated from observed gravity values.
 RU0155
 RU0155;                    North         East    Units  Estimated Accuracy
 RU0155;SPC MT       -   212,090.      810,440.      MT  (+/- 180 meters Scaled)
 RU0155
 RU0155                          SUPERSEDED SURVEY CONTROL
 RU0155
 RU0155  NGVD 29 (??/??/92)  841.976  (m)         2762.38   (f) ADJ UNCH    2 0
 RU0155
 RU0155.Superseded values are not recommended for survey control.
 RU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0155.See file dsdata.txt to determine how the superseded data were derived.
 RU0155
 RU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM628095(NAD 83)
 RU0155_MARKER: DB = BENCH MARK DISK
 RU0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0155_STAMPING: J 217 1934
 RU0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0155+STABILITY: SURFACE MOTION
 RU0155
 RU0155  HISTORY     - Date     Condition        Report By
 RU0155  HISTORY     - 1934     MONUMENTED       CGS
 RU0155  HISTORY     - 1937     GOOD             NGS
 RU0155
 RU0155                          STATION DESCRIPTION
 RU0155
 RU0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0155'10.2 MI S FROM NICHOLS.
 RU0155'10.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE RAILROAD
 RU0155'JUNCTION AT NICHOLS, ROSEBUD COUNTY, 0.2 MILE SOUTH OF MILEPOST 10,
 RU0155'200 FEET SOUTH OF THE SOUTH END OF A CUT, 60.7 FEET EAST OF THE EAST
 RU0155'RAIL, 41.4 FEET WEST OF A FENCE, 33.4 FEET EAST OF A ROW OF POLES, AND
 RU0155'6 FEET ABOVE THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED J 217
 RU0155'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0156 ***********************************************************************
 QU0156  DESIGNATION -  J 218
 QU0156  PID         -  QU0156
 QU0156  STATE/COUNTY-  MT/POWDER RIVER
 QU0156  USGS QUAD   -  BELLE CREEK SW (1970)
 QU0156
 QU0156                         *CURRENT SURVEY CONTROL
 QU0156  ___________________________________________________________________
 QU0156* NAD 83(1986)-  45 03 44.     (N)    105 13 49.     (W)     SCALED    
 QU0156* NAVD 88     -      1045.483  (meters)    3430.06   (feet)  ADJUSTED  
 QU0156  ___________________________________________________________________
 QU0156  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 QU0156  DYNAMIC HT  -        1045.205 (meters)    3429.14  (feet)  COMP
 QU0156  MODELED GRAV-     980,315.0   (mgal)                       NAVD 88
 QU0156
 QU0156  VERT ORDER  -  SECOND    CLASS 0
 QU0156
 QU0156.The horizontal coordinates were scaled from a topographic map and have
 QU0156.an estimated accuracy of +/- 6 seconds.
 QU0156
 QU0156.The orthometric height was determined by differential leveling
 QU0156.and adjusted by the National Geodetic Survey in June 1991..
 QU0156
 QU0156.The geoid height was determined by GEOID03.
 QU0156
 QU0156.The dynamic height is computed by dividing the NAVD 88
 QU0156.geopotential number by the normal gravity value computed on the
 QU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0156.degrees latitude (g = 980.6199 gals.).
 QU0156
 QU0156.The modeled gravity was interpolated from observed gravity values.
 QU0156
 QU0156;                    North         East    Units  Estimated Accuracy
 QU0156;SPC MT       -    99,440.      936,110.      MT  (+/- 180 meters Scaled)
 QU0156
 QU0156                          SUPERSEDED SURVEY CONTROL
 QU0156
 QU0156  NGVD 29 (??/??/92) 1044.854  (m)         3427.99   (f) ADJ UNCH    2 0
 QU0156
 QU0156.Superseded values are not recommended for survey control.
 QU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0156.See file dsdata.txt to determine how the superseded data were derived.
 QU0156
 QU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK818898(NAD 83)
 QU0156_MARKER: DB = BENCH MARK DISK
 QU0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0156_STAMPING: J 218 1934
 QU0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0156+STABILITY: SURFACE MOTION
 QU0156
 QU0156  HISTORY     - Date     Condition        Report By
 QU0156  HISTORY     - 1934     MONUMENTED       CGS
 QU0156  HISTORY     - 1971     GOOD             USGS
 QU0156
 QU0156                          STATION DESCRIPTION
 QU0156
 QU0156'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 QU0156'5.3 MI W FROM BROADUS.
 QU0156'12.0 MILES WEST OF RIDGE, ALONG THE ROAD LEADING TO BIDDLE,
 QU0156'240 FEET WEST OF A SMALL WOODEN BRIDGE, AND 43 FEET SOUTH OF THE
 QU0156'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED J 218 1934
 QU0156'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0006 ***********************************************************************
 TK0006  DESIGNATION -  J 22
 TK0006  PID         -  TK0006
 TK0006  STATE/COUNTY-  MT/PHILLIPS
 TK0006  USGS QUAD   -  DODSON (1964)
 TK0006
 TK0006                         *CURRENT SURVEY CONTROL
 TK0006  ___________________________________________________________________
 TK0006* NAD 83(1986)-  48 23 36.     (N)    108 13 18.     (W)     SCALED    
 TK0006* NAVD 88     -       696.251  (meters)    2284.28   (feet)  POSTED    
 TK0006  ___________________________________________________________________
 TK0006  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TK0006  DYNAMIC HT  -         696.320 (meters)    2284.51  (feet)  COMP
 TK0006  MODELED GRAV-     980,693.8   (mgal)                       NAVD 88
 TK0006
 TK0006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0006
 TK0006.The horizontal coordinates were scaled from a topographic map and have
 TK0006.an estimated accuracy of +/- 6 seconds.
 TK0006
 TK0006.The orthometric height was determined by differential leveling
 TK0006.and adjusted by the National Geodetic Survey in 1992..
 TK0006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0006.rate of 0.0 thru 1.0 mm/km.
 TK0006
 TK0006.The geoid height was determined by GEOID03.
 TK0006
 TK0006.The dynamic height is computed by dividing the NAVD 88
 TK0006.geopotential number by the normal gravity value computed on the
 TK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0006.degrees latitude (g = 980.6199 gals.).
 TK0006
 TK0006.The modeled gravity was interpolated from observed gravity values.
 TK0006
 TK0006;                    North         East    Units  Estimated Accuracy
 TK0006;SPC MT       -   461,190.      694,640.      MT  (+/- 180 meters Scaled)
 TK0006
 TK0006                          SUPERSEDED SURVEY CONTROL
 TK0006
 TK0006  NGVD 29 (??/??/92)  695.506  (m)         2281.84   (f) ADJ UNCH    1 2
 TK0006
 TK0006.Superseded values are not recommended for survey control.
 TK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0006.See file dsdata.txt to determine how the superseded data were derived.
 TK0006
 TK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU056637(NAD 83)
 TK0006_MARKER: DB = BENCH MARK DISK
 TK0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0006_SP_SET: CULVERT
 TK0006_STAMPING: 2281.839
 TK0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0006
 TK0006  HISTORY     - Date     Condition        Report By
 TK0006  HISTORY     - UNK      MONUMENTED       CGS
 TK0006  HISTORY     - 1939     GOOD             DOD
 TK0006  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0006
 TK0006                          STATION DESCRIPTION
 TK0006
 TK0006'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0006'1 MI E FROM DODSON.
 TK0006'1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM DODSON, PHILLIPS
 TK0006'COUNTY, 0.4 MILE EAST OF MILEPOST 360, 30 FEET WEST OF A PRIVATE-ROAD
 TK0006'CROSSING, AT CONCRETE CULVERT 496/1 (A BUREAU OF RECLAMATION CULVERT),
 TK0006'AND IN THE TOP OF THE NORTH END.  A STANDARD DISK, STAMPED 2281.839.
 TK0006
 TK0006                          STATION RECOVERY (1979)
 TK0006
 TK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0097 ***********************************************************************
 QV0097  DESIGNATION -  J 220
 QV0097  PID         -  QV0097
 QV0097  STATE/COUNTY-  MT/BIG HORN
 QV0097  USGS QUAD   -  PAINTED HILL (1978)
 QV0097
 QV0097                         *CURRENT SURVEY CONTROL
 QV0097  ___________________________________________________________________
 QV0097* NAD 83(1986)-  45 36 38.     (N)    106 47 12.     (W)     SCALED    
 QV0097* NAVD 88     -      1017.386  (meters)    3337.87   (feet)  ADJUSTED  
 QV0097  ___________________________________________________________________
 QV0097  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QV0097  DYNAMIC HT  -        1017.163 (meters)    3337.14  (feet)  COMP
 QV0097  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 QV0097
 QV0097  VERT ORDER  -  SECOND    CLASS 0
 QV0097
 QV0097.The horizontal coordinates were scaled from a topographic map and have
 QV0097.an estimated accuracy of +/- 6 seconds.
 QV0097
 QV0097.The orthometric height was determined by differential leveling
 QV0097.and adjusted by the National Geodetic Survey in June 1991..
 QV0097
 QV0097.The geoid height was determined by GEOID03.
 QV0097
 QV0097.The dynamic height is computed by dividing the NAVD 88
 QV0097.geopotential number by the normal gravity value computed on the
 QV0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0097.degrees latitude (g = 980.6199 gals.).
 QV0097
 QV0097.The modeled gravity was interpolated from observed gravity values.
 QV0097
 QV0097;                    North         East    Units  Estimated Accuracy
 QV0097;SPC MT       -   154,870.      811,550.      MT  (+/- 180 meters Scaled)
 QV0097
 QV0097                          SUPERSEDED SURVEY CONTROL
 QV0097
 QV0097  NGVD 29 (??/??/92) 1016.676  (m)         3335.54   (f) ADJ UNCH    2 0
 QV0097
 QV0097.Superseded values are not recommended for survey control.
 QV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0097.See file dsdata.txt to determine how the superseded data were derived.
 QV0097
 QV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL606523(NAD 83)
 QV0097_MARKER: DB = BENCH MARK DISK
 QV0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0097_STAMPING: J 220 1934
 QV0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0097+STABILITY: SURFACE MOTION
 QV0097
 QV0097  HISTORY     - Date     Condition        Report By
 QV0097  HISTORY     - 1934     MONUMENTED       CGS
 QV0097  HISTORY     - 1957     GOOD             USGS
 QV0097
 QV0097                          STATION DESCRIPTION
 QV0097
 QV0097'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0097'6.9 MI W FROM LAME DEER.
 QV0097'IN BIG HORN COUNTY, 6.9 MILES WEST ALONG THE NEWLY ALIGNED STATE
 QV0097'HIGHWAY 8 FROM THE JUNCTION OF THE ROAD LEADING TO LAME DEER, ROSEBUD
 QV0097'COUNTY, 9.7 MILES EAST FROM THE POST OFFICE AT BUSBY, BIG HORN COUNTY,
 QV0097'0.2 MILE EAST OF A DEEP CUT IN THE HIGHWAY, AT A SMALL SADDLE, AT A
 QV0097'FENCELINE, AND 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 QV0097'STANDARD DISK, STAMPED J 220 1934 AND SET IN THE TOP OF A CONCRETE
 QV0097'POST ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0007 ***********************************************************************
 QV0007  DESIGNATION -  J 221
 QV0007  PID         -  QV0007
 QV0007  STATE/COUNTY-  MT/ROSEBUD
 QV0007  USGS QUAD   -  ASHLAND (1995)
 QV0007
 QV0007                         *CURRENT SURVEY CONTROL
 QV0007  ___________________________________________________________________
 QV0007* NAD 83(1986)-  45 36 25.     (N)    106 18 11.     (W)     SCALED    
 QV0007* NAVD 88     -       922.039  (meters)    3025.06   (feet)  ADJUSTED  
 QV0007  ___________________________________________________________________
 QV0007  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 QV0007  DYNAMIC HT  -         921.847 (meters)    3024.43  (feet)  COMP
 QV0007  MODELED GRAV-     980,375.9   (mgal)                       NAVD 88
 QV0007
 QV0007  VERT ORDER  -  SECOND    CLASS 0
 QV0007
 QV0007.The horizontal coordinates were scaled from a topographic map and have
 QV0007.an estimated accuracy of +/- 6 seconds.
 QV0007
 QV0007.The orthometric height was determined by differential leveling
 QV0007.and adjusted by the National Geodetic Survey in June 1991..
 QV0007
 QV0007.The geoid height was determined by GEOID03.
 QV0007
 QV0007.The dynamic height is computed by dividing the NAVD 88
 QV0007.geopotential number by the normal gravity value computed on the
 QV0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0007.degrees latitude (g = 980.6199 gals.).
 QV0007
 QV0007.The modeled gravity was interpolated from observed gravity values.
 QV0007
 QV0007;                    North         East    Units  Estimated Accuracy
 QV0007;SPC MT       -   155,900.      849,250.      MT  (+/- 180 meters Scaled)
 QV0007
 QV0007                          SUPERSEDED SURVEY CONTROL
 QV0007
 QV0007  NGVD 29 (??/??/92)  921.360  (m)         3022.83   (f) ADJ UNCH    2 0
 QV0007
 QV0007.Superseded values are not recommended for survey control.
 QV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0007.See file dsdata.txt to determine how the superseded data were derived.
 QV0007
 QV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL983512(NAD 83)
 QV0007_MARKER: DB = BENCH MARK DISK
 QV0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0007_STAMPING: J 221 1934
 QV0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0007+STABILITY: SURFACE MOTION
 QV0007
 QV0007  HISTORY     - Date     Condition        Report By
 QV0007  HISTORY     - 1934     MONUMENTED       CGS
 QV0007
 QV0007                          STATION DESCRIPTION
 QV0007
 QV0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0007'2.6 MI W FROM ASHLAND.
 QV0007'2.6 MILES WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT ASHLAND,
 QV0007'ROSEBUD COUNTY, IN AN OPEN FIELD, 38.2 FEET NORTHWEST OF THE
 QV0007'CENTERLINE OF THE HIGHWAY, 55.3 FEET SOUTHWEST OF A POLE, AND LEVEL
 QV0007'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 221 1934 AND SET IN THE
 QV0007'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0082 ***********************************************************************
 QV0082  DESIGNATION -  J 222
 QV0082  PID         -  QV0082
 QV0082  STATE/COUNTY-  MT/ROSEBUD
 QV0082  USGS QUAD   -  BIRNEY SW (1967)
 QV0082
 QV0082                         *CURRENT SURVEY CONTROL
 QV0082  ___________________________________________________________________
 QV0082* NAD 83(1986)-  45 15 03.     (N)    106 39 46.     (W)     SCALED    
 QV0082* NAVD 88     -       988.701  (meters)    3243.76   (feet)  ADJUSTED  
 QV0082  ___________________________________________________________________
 QV0082  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 QV0082  DYNAMIC HT  -         988.439 (meters)    3242.90  (feet)  COMP
 QV0082  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 QV0082
 QV0082  VERT ORDER  -  SECOND    CLASS 0
 QV0082
 QV0082.The horizontal coordinates were scaled from a topographic map and have
 QV0082.an estimated accuracy of +/- 6 seconds.
 QV0082
 QV0082.The orthometric height was determined by differential leveling
 QV0082.and adjusted by the National Geodetic Survey in June 1991..
 QV0082
 QV0082.The geoid height was determined by GEOID03.
 QV0082
 QV0082.The dynamic height is computed by dividing the NAVD 88
 QV0082.geopotential number by the normal gravity value computed on the
 QV0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0082.degrees latitude (g = 980.6199 gals.).
 QV0082
 QV0082.The modeled gravity was interpolated from observed gravity values.
 QV0082
 QV0082;                    North         East    Units  Estimated Accuracy
 QV0082;SPC MT       -   115,270.      822,650.      MT  (+/- 180 meters Scaled)
 QV0082
 QV0082                          SUPERSEDED SURVEY CONTROL
 QV0082
 QV0082  NGVD 29 (??/??/92)  988.030  (m)         3241.56   (f) ADJ UNCH    2 0
 QV0082
 QV0082.Superseded values are not recommended for survey control.
 QV0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0082.See file dsdata.txt to determine how the superseded data were derived.
 QV0082
 QV0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL695121(NAD 83)
 QV0082_MARKER: DB = BENCH MARK DISK
 QV0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0082_STAMPING: J 222 1934
 QV0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0082+STABILITY: SURFACE MOTION
 QV0082
 QV0082  HISTORY     - Date     Condition        Report By
 QV0082  HISTORY     - 1934     MONUMENTED       CGS
 QV0082
 QV0082                          STATION DESCRIPTION
 QV0082
 QV0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0082'9.8 MI SW FROM BIRNEY.
 QV0082'9.8 MILES SOUTHWEST ALONG THE ROAD LEADING TO DECKER FROM THE POST
 QV0082'OFFICE AT BIRNEY, ROSEBUD COUNTY, 0.2 MILE WEST OF A RIVER, 76 FEET
 QV0082'WEST OF THE WEST SIDE OF A SANDSTONE ROCK, 35 FEET SOUTHWEST OF THE
 QV0082'BASE OF A SANDSTONE HILL, 56 FEET EAST OF THE CENTERLINE OF THE ROAD,
 QV0082'AND 2-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED J 222
 QV0082'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0019 ***********************************************************************
 QV0019  DESIGNATION -  J 223
 QV0019  PID         -  QV0019
 QV0019  STATE/COUNTY-  MT/ROSEBUD
 QV0019  USGS QUAD   -  ASHLAND NE (1973)
 QV0019
 QV0019                         *CURRENT SURVEY CONTROL
 QV0019  ___________________________________________________________________
 QV0019* NAD 83(1986)-  45 41 14.     (N)    106 18 14.     (W)     SCALED    
 QV0019* NAVD 88     -       892.029  (meters)    2926.60   (feet)  ADJUSTED  
 QV0019  ___________________________________________________________________
 QV0019  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 QV0019  DYNAMIC HT  -         891.858 (meters)    2926.04  (feet)  COMP
 QV0019  MODELED GRAV-     980,394.2   (mgal)                       NAVD 88
 QV0019
 QV0019  VERT ORDER  -  SECOND    CLASS 0
 QV0019
 QV0019.The horizontal coordinates were scaled from a topographic map and have
 QV0019.an estimated accuracy of +/- 6 seconds.
 QV0019
 QV0019.The orthometric height was determined by differential leveling
 QV0019.and adjusted by the National Geodetic Survey in June 1991..
 QV0019
 QV0019.The geoid height was determined by GEOID03.
 QV0019
 QV0019.The dynamic height is computed by dividing the NAVD 88
 QV0019.geopotential number by the normal gravity value computed on the
 QV0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0019.degrees latitude (g = 980.6199 gals.).
 QV0019
 QV0019.The modeled gravity was interpolated from observed gravity values.
 QV0019
 QV0019;                    North         East    Units  Estimated Accuracy
 QV0019;SPC MT       -   164,800.      848,820.      MT  (+/- 180 meters Scaled)
 QV0019
 QV0019                          SUPERSEDED SURVEY CONTROL
 QV0019
 QV0019  NGVD 29 (??/??/92)  891.358  (m)         2924.40   (f) ADJ UNCH    2 0
 QV0019
 QV0019.Superseded values are not recommended for survey control.
 QV0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0019.See file dsdata.txt to determine how the superseded data were derived.
 QV0019
 QV0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL984601(NAD 83)
 QV0019_MARKER: DB = BENCH MARK DISK
 QV0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0019_STAMPING: J 223 1934
 QV0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0019+STABILITY: SURFACE MOTION
 QV0019
 QV0019  HISTORY     - Date     Condition        Report By
 QV0019  HISTORY     - 1934     MONUMENTED       CGS
 QV0019  HISTORY     - 1937     GOOD             NGS
 QV0019
 QV0019                          STATION DESCRIPTION
 QV0019
 QV0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0019'7.7 MI NW FROM ASHLAND.
 QV0019'7.7 MILES NORTHWEST ALONG THE COUNTY ROAD LEADING TO GARLAND FROM THE
 QV0019'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, 6.1 MILES NORTHWEST OF A
 QV0019'UNITED STATES DEPARTMENT OF INTERIOR BUILDING, 0.5 MILE NORTHWEST OF
 QV0019'THE NORTH BOUNDARY OF THE TONGUE RIVER INDIAN RESERVATION, 0.3 MILE
 QV0019'WEST OF THE FOREST BUNNING RANCH HOUSE, ON A HILLSIDE, 78 FEET WEST OF
 QV0019'THE CENTERLINE OF THE ROAD, AND 2 FEET HIGHER THAN THE ROAD.  A
 QV0019'STANDARD DISK, STAMPED J 223 1934 AND SET IN THE TOP OF A CONCRETE
 QV0019'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0220 ***********************************************************************
 QU0220  DESIGNATION -  J 225
 QU0220  PID         -  QU0220
 QU0220  STATE/COUNTY-  MT/POWDER RIVER
 QU0220  USGS QUAD   -  BOX ELDER CREEK (1973)
 QU0220
 QU0220                         *CURRENT SURVEY CONTROL
 QU0220  ___________________________________________________________________
 QU0220* NAD 83(1986)-  45 42 49.     (N)    105 44 07.     (W)     SCALED    
 QU0220* NAVD 88     -       951.552  (meters)    3121.88   (feet)  ADJUSTED  
 QU0220  ___________________________________________________________________
 QU0220  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 QU0220  DYNAMIC HT  -         951.370 (meters)    3121.29  (feet)  COMP
 QU0220  MODELED GRAV-     980,391.8   (mgal)                       NAVD 88
 QU0220
 QU0220  VERT ORDER  -  SECOND    CLASS 0
 QU0220
 QU0220.The horizontal coordinates were scaled from a topographic map and have
 QU0220.an estimated accuracy of +/- 6 seconds.
 QU0220
 QU0220.The orthometric height was determined by differential leveling
 QU0220.and adjusted by the National Geodetic Survey in June 1991..
 QU0220
 QU0220.The geoid height was determined by GEOID03.
 QU0220
 QU0220.The dynamic height is computed by dividing the NAVD 88
 QU0220.geopotential number by the normal gravity value computed on the
 QU0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0220.degrees latitude (g = 980.6199 gals.).
 QU0220
 QU0220.The modeled gravity was interpolated from observed gravity values.
 QU0220
 QU0220;                    North         East    Units  Estimated Accuracy
 QU0220;SPC MT       -   169,700.      892,910.      MT  (+/- 180 meters Scaled)
 QU0220
 QU0220                          SUPERSEDED SURVEY CONTROL
 QU0220
 QU0220  NGVD 29 (??/??/92)  950.889  (m)         3119.71   (f) ADJ UNCH    2 0
 QU0220
 QU0220.Superseded values are not recommended for survey control.
 QU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0220.See file dsdata.txt to determine how the superseded data were derived.
 QU0220
 QU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL427624(NAD 83)
 QU0220_MARKER: DB = BENCH MARK DISK
 QU0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0220_STAMPING: J 225 1934
 QU0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0220+STABILITY: SURFACE MOTION
 QU0220
 QU0220  HISTORY     - Date     Condition        Report By
 QU0220  HISTORY     - 1934     MONUMENTED       CGS
 QU0220  HISTORY     - 1953     GOOD             LOCSUR
 QU0220
 QU0220                          STATION DESCRIPTION
 QU0220
 QU0220'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QU0220'17.1 MI NW FROM OLIVE.
 QU0220'4.8 MILES NORTH ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE AT
 QU0220'OLIVE, POWDER RIVER COUNTY, THENCE 12.3 MILES WEST ALONG THE
 QU0220'COUNTY ROAD LEADING TO STACEY, 0.7 MILE WEST OF THE JUNCTION OF
 QU0220'A SIDE ROAD LEADING TO A RANCHHOUSE, AT A ROAD INTERSECTION, 62.4
 QU0220'FEET NORTHEAST OF THE CENTERLINE OF THE INTERSECTION, 51.9 FEET
 QU0220'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 39.5
 QU0220'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A
 QU0220'STANDARD DISK, STAMPED J 225 1934 AND SET IN THE TOP OF A
 QU0220'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0181 ***********************************************************************
 QU0181  DESIGNATION -  J 226
 QU0181  PID         -  QU0181
 QU0181  STATE/COUNTY-  MT/POWDER RIVER
 QU0181  USGS QUAD   -  MOORHEAD (1970)
 QU0181
 QU0181                         *CURRENT SURVEY CONTROL
 QU0181  ___________________________________________________________________
 QU0181* NAD 83(1986)-  45 06 50.     (N)    105 50 54.     (W)     SCALED    
 QU0181* NAVD 88     -      1024.912  (meters)    3362.57   (feet)  ADJUSTED  
 QU0181  ___________________________________________________________________
 QU0181  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 QU0181  DYNAMIC HT  -        1024.630 (meters)    3361.64  (feet)  COMP
 QU0181  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 QU0181
 QU0181  VERT ORDER  -  SECOND    CLASS 0
 QU0181
 QU0181.The horizontal coordinates were scaled from a topographic map and have
 QU0181.an estimated accuracy of +/- 6 seconds.
 QU0181
 QU0181.The orthometric height was determined by differential leveling
 QU0181.and adjusted by the National Geodetic Survey in June 1991..
 QU0181
 QU0181.The geoid height was determined by GEOID03.
 QU0181
 QU0181.The dynamic height is computed by dividing the NAVD 88
 QU0181.geopotential number by the normal gravity value computed on the
 QU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0181.degrees latitude (g = 980.6199 gals.).
 QU0181
 QU0181.The modeled gravity was interpolated from observed gravity values.
 QU0181
 QU0181;                    North         East    Units  Estimated Accuracy
 QU0181;SPC MT       -   102,720.      887,230.      MT  (+/- 180 meters Scaled)
 QU0181
 QU0181                          SUPERSEDED SURVEY CONTROL
 QU0181
 QU0181  NGVD 29 (??/??/92) 1024.279  (m)         3360.49   (f) ADJ UNCH    2 0
 QU0181
 QU0181.Superseded values are not recommended for survey control.
 QU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0181.See file dsdata.txt to determine how the superseded data were derived.
 QU0181
 QU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK332959(NAD 83)
 QU0181_MARKER: DB = BENCH MARK DISK
 QU0181_SETTING: 66 = SET IN ROCK OUTCROP
 QU0181_SP_SET: LARGE ROCK
 QU0181_STAMPING: J 226 1934
 QU0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0181+STABILITY: POSITION/ELEVATION WELL
 QU0181
 QU0181  HISTORY     - Date     Condition        Report By
 QU0181  HISTORY     - 1934     MONUMENTED       CGS
 QU0181  HISTORY     - 1970     MARK NOT FOUND   USGS
 QU0181
 QU0181                          STATION DESCRIPTION
 QU0181
 QU0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0181'4 MI NE FROM MOORHEAD.
 QU0181'4.0 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO BROADUS FROM
 QU0181'THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY, 1000 FEET WEST
 QU0181'OF POWDER RIVER, CLOSE TO THE FOOT OF A HILL, 160.8 FEET WEST
 QU0181'OF THE CENTERLINE OF THE ROAD, 10.1 FEET NORTHWEST OF AN 11-INCH
 QU0181'PINE TREE, IN THE TOP OF A LARGE ROCK, AND 20 FEET HIGHER THAN
 QU0181'THE ROAD.  A STANDARD DISK, STAMPED J 226 1934.
 QU0181
 QU0181                          STATION RECOVERY (1970)
 QU0181
 QU0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QU0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0170 ***********************************************************************
 ST0170  DESIGNATION -  J 227
 ST0170  PID         -  ST0170
 ST0170  STATE/COUNTY-  MT/TETON
 ST0170  USGS QUAD   -  BYNUM (1987)
 ST0170
 ST0170                         *CURRENT SURVEY CONTROL
 ST0170  ___________________________________________________________________
 ST0170* NAD 83(1986)-  47 53 22.     (N)    112 21 14.     (W)     SCALED    
 ST0170* NAVD 88     -      1272.003  (meters)    4173.23   (feet)  ADJUSTED  
 ST0170  ___________________________________________________________________
 ST0170  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 ST0170  DYNAMIC HT  -        1271.910 (meters)    4172.92  (feet)  COMP
 ST0170  MODELED GRAV-     980,494.3   (mgal)                       NAVD 88
 ST0170
 ST0170  VERT ORDER  -  SECOND    CLASS 0
 ST0170
 ST0170.The horizontal coordinates were scaled from a topographic map and have
 ST0170.an estimated accuracy of +/- 6 seconds.
 ST0170
 ST0170.The orthometric height was determined by differential leveling
 ST0170.and adjusted by the National Geodetic Survey in June 1991..
 ST0170
 ST0170.The geoid height was determined by GEOID03.
 ST0170
 ST0170.The dynamic height is computed by dividing the NAVD 88
 ST0170.geopotential number by the normal gravity value computed on the
 ST0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0170.degrees latitude (g = 980.6199 gals.).
 ST0170
 ST0170.The modeled gravity was interpolated from observed gravity values.
 ST0170
 ST0170;                    North         East    Units  Estimated Accuracy
 ST0170;SPC MT       -   408,300.      386,730.      MT  (+/- 180 meters Scaled)
 ST0170
 ST0170                          SUPERSEDED SURVEY CONTROL
 ST0170
 ST0170  NGVD 29 (??/??/92) 1271.017  (m)         4169.99   (f) ADJ UNCH    2 0
 ST0170
 ST0170.Superseded values are not recommended for survey control.
 ST0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0170.See file dsdata.txt to determine how the superseded data were derived.
 ST0170
 ST0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU987049(NAD 83)
 ST0170_MARKER: DB = BENCH MARK DISK
 ST0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0170_STAMPING: J 227 1961
 ST0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0170+STABILITY: SURFACE MOTION
 ST0170
 ST0170  HISTORY     - Date     Condition        Report By
 ST0170  HISTORY     - 1961     MONUMENTED       CGS
 ST0170
 ST0170                          STATION DESCRIPTION
 ST0170
 ST0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0170'10.2 MI NW FROM CHOTEAU.
 ST0170'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0170'CHOTEAU, THENCE 4.85 MILES WEST ALONG A GRAVEL ROAD, 40 1/2 FEET NORTH
 ST0170'OF THE CENTER LINE OF THE ROAD, 19 1/2 FEET NORTH OF A TELEPHONE POLE,
 ST0170'2.0 FEET SOUTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, ABOUT
 ST0170'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ST0170'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0395 ***********************************************************************
 ST0395  DESIGNATION -  J 228
 ST0395  PID         -  ST0395
 ST0395  STATE/COUNTY-  MT/TETON
 ST0395  USGS QUAD   -  LAKE THEBOE (1995)
 ST0395
 ST0395                         *CURRENT SURVEY CONTROL
 ST0395  ___________________________________________________________________
 ST0395* NAD 83(1986)-  47 49 11.     (N)    112 31 27.     (W)     SCALED    
 ST0395* NAVD 88     -      1365.969  (meters)    4481.52   (feet)  ADJUSTED  
 ST0395  ___________________________________________________________________
 ST0395  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 ST0395  DYNAMIC HT  -        1365.816 (meters)    4481.01  (feet)  COMP
 ST0395  MODELED GRAV-     980,451.9   (mgal)                       NAVD 88
 ST0395
 ST0395  VERT ORDER  -  SECOND    CLASS 0
 ST0395
 ST0395.The horizontal coordinates were scaled from a topographic map and have
 ST0395.an estimated accuracy of +/- 6 seconds.
 ST0395
 ST0395.The orthometric height was determined by differential leveling
 ST0395.and adjusted by the National Geodetic Survey in June 1991..
 ST0395
 ST0395.The geoid height was determined by GEOID03.
 ST0395
 ST0395.The dynamic height is computed by dividing the NAVD 88
 ST0395.geopotential number by the normal gravity value computed on the
 ST0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0395.degrees latitude (g = 980.6199 gals.).
 ST0395
 ST0395.The modeled gravity was interpolated from observed gravity values.
 ST0395
 ST0395;                    North         East    Units  Estimated Accuracy
 ST0395;SPC MT       -   401,030.      373,710.      MT  (+/- 180 meters Scaled)
 ST0395
 ST0395                          SUPERSEDED SURVEY CONTROL
 ST0395
 ST0395  NGVD 29 (??/??/92) 1364.936  (m)         4478.13   (f) ADJ UNCH    2 0
 ST0395
 ST0395.Superseded values are not recommended for survey control.
 ST0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0395.See file dsdata.txt to determine how the superseded data were derived.
 ST0395
 ST0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT859973(NAD 83)
 ST0395_MARKER: DB = BENCH MARK DISK
 ST0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0395_STAMPING: J 228 1961
 ST0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0395+STABILITY: SURFACE MOTION
 ST0395
 ST0395  HISTORY     - Date     Condition        Report By
 ST0395  HISTORY     - 1961     MONUMENTED       CGS
 ST0395
 ST0395                          STATION DESCRIPTION
 ST0395
 ST0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0395'22.9 MI W FROM CHOTEAU.
 ST0395'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0395'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.05 MILES
 ST0395'SOUTH ALONG A GRAVEL ROAD, THENCE 2.55 MILES WEST ALONG A GRAVEL ROAD,
 ST0395'41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7 1/2 FEET SOUTH OF A
 ST0395'POWER LINE POLE, 2.4 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 ST0395'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 ST0395'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0041 ***********************************************************************
 ST0041  DESIGNATION -  J 229
 ST0041  PID         -  ST0041
 ST0041  STATE/COUNTY-  MT/TETON
 ST0041  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0041
 ST0041                         *CURRENT SURVEY CONTROL
 ST0041  ___________________________________________________________________
 ST0041* NAD 83(1986)-  47 44 51.     (N)    112 13 25.     (W)     SCALED    
 ST0041* NAVD 88     -      1229.008  (meters)    4032.17   (feet)  ADJUSTED  
 ST0041  ___________________________________________________________________
 ST0041  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 ST0041  DYNAMIC HT  -        1228.909 (meters)    4031.85  (feet)  COMP
 ST0041  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 ST0041
 ST0041  VERT ORDER  -  SECOND    CLASS 0
 ST0041
 ST0041.The horizontal coordinates were scaled from a topographic map and have
 ST0041.an estimated accuracy of +/- 6 seconds.
 ST0041
 ST0041.The orthometric height was determined by differential leveling
 ST0041.and adjusted by the National Geodetic Survey in June 1991..
 ST0041
 ST0041.The geoid height was determined by GEOID03.
 ST0041
 ST0041.The dynamic height is computed by dividing the NAVD 88
 ST0041.geopotential number by the normal gravity value computed on the
 ST0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0041.degrees latitude (g = 980.6199 gals.).
 ST0041
 ST0041.The modeled gravity was interpolated from observed gravity values.
 ST0041
 ST0041;                    North         East    Units  Estimated Accuracy
 ST0041;SPC MT       -   392,180.      395,910.      MT  (+/- 180 meters Scaled)
 ST0041
 ST0041                          SUPERSEDED SURVEY CONTROL
 ST0041
 ST0041  NGVD 29 (??/??/92) 1228.035  (m)         4028.98   (f) ADJ UNCH    2 0
 ST0041
 ST0041.Superseded values are not recommended for survey control.
 ST0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0041.See file dsdata.txt to determine how the superseded data were derived.
 ST0041
 ST0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT082889(NAD 83)
 ST0041_MARKER: DB = BENCH MARK DISK
 ST0041_SETTING: 66 = SET IN ROCK OUTCROP
 ST0041_SP_SET: ROCK OUTCROP
 ST0041_STAMPING: J 229 1961
 ST0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0041+STABILITY: POSITION/ELEVATION WELL
 ST0041
 ST0041  HISTORY     - Date     Condition        Report By
 ST0041  HISTORY     - 1961     MONUMENTED       CGS
 ST0041
 ST0041                          STATION DESCRIPTION
 ST0041
 ST0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0041'5.15 MI S FROM CHOTEAU.
 ST0041'5.15 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0041'CHOTEAU, ABOUT 0.1 MILE NORTH OF A WOODEN BRIDGE, IN THE TOP OF A ROCK
 ST0041'OUTCROP, 97.2 FEET WEST AND ACROSS THE HIGHWAY FROM MILEAGE SIGN FOR
 ST0041'CHOTEAU AND GLACIER PARK, 72.6 FEET WEST OF THE CENTER LINE OF THE
 ST0041'HIGHWAY, 19.4 FEET WEST OF A FENCE, 18.9 FEET WEST OF A WITNESS POST,
 ST0041'AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0141 ***********************************************************************
 TK0141  DESIGNATION -  J 23
 TK0141  PID         -  TK0141
 TK0141  STATE/COUNTY-  MT/BLAINE
 TK0141  USGS QUAD   -  ZURICH (1964)
 TK0141
 TK0141                         *CURRENT SURVEY CONTROL
 TK0141  ___________________________________________________________________
 TK0141* NAD 83(1986)-  48 35 06.     (N)    109 04 58.     (W)     SCALED    
 TK0141* NAVD 88     -       729.105  (meters)    2392.07   (feet)  POSTED    
 TK0141  ___________________________________________________________________
 TK0141  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0141  DYNAMIC HT  -         729.190 (meters)    2392.35  (feet)  COMP
 TK0141  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 TK0141
 TK0141  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TK0141
 TK0141.The horizontal coordinates were scaled from a topographic map and have
 TK0141.an estimated accuracy of +/- 6 seconds.
 TK0141
 TK0141.The orthometric height was determined by differential leveling
 TK0141.and adjusted by the National Geodetic Survey in 1992..
 TK0141.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TK0141.rate of 0.0 thru 1.0 mm/km.
 TK0141
 TK0141.The geoid height was determined by GEOID03.
 TK0141
 TK0141.The dynamic height is computed by dividing the NAVD 88
 TK0141.geopotential number by the normal gravity value computed on the
 TK0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0141.degrees latitude (g = 980.6199 gals.).
 TK0141
 TK0141.The modeled gravity was interpolated from observed gravity values.
 TK0141
 TK0141;                    North         East    Units  Estimated Accuracy
 TK0141;SPC MT       -   481,810.      630,780.      MT  (+/- 180 meters Scaled)
 TK0141
 TK0141                          SUPERSEDED SURVEY CONTROL
 TK0141
 TK0141  NGVD 29 (??/??/92)  728.326  (m)         2389.52   (f) ADJ UNCH    1 2
 TK0141
 TK0141.Superseded values are not recommended for survey control.
 TK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0141.See file dsdata.txt to determine how the superseded data were derived.
 TK0141
 TK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU413830(NAD 83)
 TK0141_MARKER: DB = BENCH MARK DISK
 TK0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0141_STAMPING: 2389.516
 TK0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0141+STABILITY: SURFACE MOTION
 TK0141
 TK0141  HISTORY     - Date     Condition        Report By
 TK0141  HISTORY     - UNK      MONUMENTED       CGS
 TK0141  HISTORY     - 1964     GOOD             USGS
 TK0141  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0141
 TK0141                          STATION DESCRIPTION
 TK0141
 TK0141'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0141'1.0 MI E FROM NORTH FORK.
 TK0141'1.3 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM NORTH FORK,
 TK0141'BLAINE COUNTY, 0.1 MILE EAST OF MILEPOST 402 AND 60 FEET SOUTH OF THE
 TK0141'TRACK, 66 FEET EAST AND 60 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 TK0141'ROAD AT FENCE NORTH.  A STANDARD DISK, STAMPED 2389.516 AND SET IN THE
 TK0141'TOP OF A CONCRETE POST.
 TK0141
 TK0141                          STATION RECOVERY (1979)
 TK0141
 TK0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0116 ***********************************************************************
 ST0116  DESIGNATION -  J 230
 ST0116  PID         -  ST0116
 ST0116  STATE/COUNTY-  MT/TETON
 ST0116  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0116
 ST0116                         *CURRENT SURVEY CONTROL
 ST0116  ___________________________________________________________________
 ST0116* NAD 83(1986)-  47 40 49.     (N)    112 26 30.     (W)     SCALED    
 ST0116* NAVD 88     -      1327.845  (meters)    4356.44   (feet)  ADJUSTED  
 ST0116  ___________________________________________________________________
 ST0116  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 ST0116  DYNAMIC HT  -        1327.677 (meters)    4355.89  (feet)  COMP
 ST0116  MODELED GRAV-     980,439.8   (mgal)                       NAVD 88
 ST0116
 ST0116  VERT ORDER  -  SECOND    CLASS 0
 ST0116
 ST0116.The horizontal coordinates were scaled from a topographic map and have
 ST0116.an estimated accuracy of +/- 6 seconds.
 ST0116
 ST0116.The orthometric height was determined by differential leveling
 ST0116.and adjusted by the National Geodetic Survey in June 1991..
 ST0116
 ST0116.The geoid height was determined by GEOID03.
 ST0116
 ST0116.The dynamic height is computed by dividing the NAVD 88
 ST0116.geopotential number by the normal gravity value computed on the
 ST0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0116.degrees latitude (g = 980.6199 gals.).
 ST0116
 ST0116.The modeled gravity was interpolated from observed gravity values.
 ST0116
 ST0116;                    North         East    Units  Estimated Accuracy
 ST0116;SPC MT       -   385,310.      379,300.      MT  (+/- 180 meters Scaled)
 ST0116
 ST0116                          SUPERSEDED SURVEY CONTROL
 ST0116
 ST0116  NGVD 29 (??/??/92) 1326.816  (m)         4353.06   (f) ADJ UNCH    2 0
 ST0116
 ST0116.Superseded values are not recommended for survey control.
 ST0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0116.See file dsdata.txt to determine how the superseded data were derived.
 ST0116
 ST0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT917817(NAD 83)
 ST0116_MARKER: DB = BENCH MARK DISK
 ST0116_SETTING: 80 = SET IN A BOULDER
 ST0116_SP_SET: BOULDER
 ST0116_STAMPING: J 230 1961
 ST0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0116+STABILITY: SURFACE MOTION
 ST0116
 ST0116  HISTORY     - Date     Condition        Report By
 ST0116  HISTORY     - 1961     MONUMENTED       CGS
 ST0116
 ST0116                          STATION DESCRIPTION
 ST0116
 ST0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0116'19.3 MI SW FROM CHOTEAU.
 ST0116'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0116'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0116'WEST ALONG A GRAVEL ROAD, THENCE 5.9 MILES SOUTHWEST ALONG A GRADED
 ST0116'ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A GRADED ROAD, ON THE NORTHEAST
 ST0116'SLOPE OF A SMALL ROUND KNOLL, IN THE TOP OF A 2 BY 4-FOOT BOULDER
 ST0116'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, 83 1/2 FEET SOUTHWEST OF THE
 ST0116'CENTER LINE OF THE ROAD, 3.4 FEET SOUTHWEST OF A WITNESS POST, AND
 ST0116'ABOUT 12 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1131 ***********************************************************************
 SS1131  DESIGNATION -  J 231
 SS1131  PID         -  SS1131
 SS1131  STATE/COUNTY-  MT/TETON
 SS1131  USGS QUAD   -  COLLINS SE (1987)
 SS1131
 SS1131                         *CURRENT SURVEY CONTROL
 SS1131  ___________________________________________________________________
 SS1131* NAD 83(1986)-  47 47 04.     (N)    111 51 32.     (W)     SCALED    
 SS1131* NAVD 88     -      1157.849  (meters)    3798.71   (feet)  ADJUSTED  
 SS1131  ___________________________________________________________________
 SS1131  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS1131  DYNAMIC HT  -        1157.795 (meters)    3798.53  (feet)  COMP
 SS1131  MODELED GRAV-     980,525.2   (mgal)                       NAVD 88
 SS1131
 SS1131  VERT ORDER  -  SECOND    CLASS 0
 SS1131
 SS1131.The horizontal coordinates were scaled from a topographic map and have
 SS1131.an estimated accuracy of +/- 6 seconds.
 SS1131
 SS1131.The orthometric height was determined by differential leveling
 SS1131.and adjusted by the National Geodetic Survey in June 1991..
 SS1131
 SS1131.The geoid height was determined by GEOID03.
 SS1131
 SS1131.The dynamic height is computed by dividing the NAVD 88
 SS1131.geopotential number by the normal gravity value computed on the
 SS1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1131.degrees latitude (g = 980.6199 gals.).
 SS1131
 SS1131.The modeled gravity was interpolated from observed gravity values.
 SS1131
 SS1131;                    North         East    Units  Estimated Accuracy
 SS1131;SPC MT       -   395,400.      423,350.      MT  (+/- 180 meters Scaled)
 SS1131
 SS1131                          SUPERSEDED SURVEY CONTROL
 SS1131
 SS1131  NGVD 29 (??/??/92) 1156.915  (m)         3795.65   (f) ADJ UNCH    2 0
 SS1131
 SS1131.Superseded values are not recommended for survey control.
 SS1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1131.See file dsdata.txt to determine how the superseded data were derived.
 SS1131
 SS1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT356927(NAD 83)
 SS1131_MARKER: DB = BENCH MARK DISK
 SS1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1131_STAMPING: J 231 1961
 SS1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1131+STABILITY: SURFACE MOTION
 SS1131
 SS1131  HISTORY     - Date     Condition        Report By
 SS1131  HISTORY     - 1961     MONUMENTED       CGS
 SS1131
 SS1131                          STATION DESCRIPTION
 SS1131
 SS1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1131'11.35 MI SW FROM DUTTON.
 SS1131'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1131'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 4.2
 SS1131'MILES SOUTH ALONG A DIRT ROAD, THENCE 4.0 MILES WEST ALONG A GRAVEL
 SS1131'ROAD, AT THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH, AT THE T
 SS1131'JUNCTION OF POWER LINE POLES, 53 1/2 FEET SOUTHEAST OF THE CENTER OF
 SS1131'THE JUNCTION, 34 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 36 1/2
 SS1131'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 5 FEET EAST OF
 SS1131'POWER LINE POLE YG 137, 18 1/2 FEET WEST OF A FENCE CORNER, 2.5 FEET
 SS1131'WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN
 SS1131'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1223 ***********************************************************************
 SS1223  DESIGNATION -  J 232
 SS1223  PID         -  SS1223
 SS1223  STATE/COUNTY-  MT/TETON
 SS1223  USGS QUAD   -  CLEIV (1983)
 SS1223
 SS1223                         *CURRENT SURVEY CONTROL
 SS1223  ___________________________________________________________________
 SS1223* NAD 83(1986)-  47 38 24.     (N)    111 59 03.     (W)     SCALED    
 SS1223* NAVD 88     -      1198.018  (meters)    3930.50   (feet)  ADJUSTED  
 SS1223  ___________________________________________________________________
 SS1223  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1223  DYNAMIC HT  -        1197.897 (meters)    3930.10  (feet)  COMP
 SS1223  MODELED GRAV-     980,470.0   (mgal)                       NAVD 88
 SS1223
 SS1223  VERT ORDER  -  SECOND    CLASS 0
 SS1223
 SS1223.The horizontal coordinates were scaled from a topographic map and have
 SS1223.an estimated accuracy of +/- 6 seconds.
 SS1223
 SS1223.The orthometric height was determined by differential leveling
 SS1223.and adjusted by the National Geodetic Survey in June 1991..
 SS1223
 SS1223.The geoid height was determined by GEOID03.
 SS1223
 SS1223.The dynamic height is computed by dividing the NAVD 88
 SS1223.geopotential number by the normal gravity value computed on the
 SS1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1223.degrees latitude (g = 980.6199 gals.).
 SS1223
 SS1223.The modeled gravity was interpolated from observed gravity values.
 SS1223
 SS1223;                    North         East    Units  Estimated Accuracy
 SS1223;SPC MT       -   379,650.      413,470.      MT  (+/- 180 meters Scaled)
 SS1223
 SS1223                          SUPERSEDED SURVEY CONTROL
 SS1223
 SS1223  NGVD 29 (??/??/92) 1197.036  (m)         3927.28   (f) ADJ UNCH    2 0
 SS1223
 SS1223.Superseded values are not recommended for survey control.
 SS1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1223.See file dsdata.txt to determine how the superseded data were derived.
 SS1223
 SS1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT260767(NAD 83)
 SS1223_MARKER: DB = BENCH MARK DISK
 SS1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1223_SP_SET: CULVERT
 SS1223_STAMPING: J 232 1961
 SS1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1223
 SS1223  HISTORY     - Date     Condition        Report By
 SS1223  HISTORY     - 1961     MONUMENTED       CGS
 SS1223
 SS1223                          STATION DESCRIPTION
 SS1223
 SS1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1223'2.0 MI N FROM FAIRFIELD.
 SS1223'0.45 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL
 SS1223'BANK AT FAIRFIELD, THENCE 1.55 MILES NORTH ALONG BASE LINE ROAD, IN
 SS1223'THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A 1 1/2-BY
 SS1223'1 1/2 FOOT CONCRETE BOX CULVERT UNDER RAILROAD, AT THE CROSSING OF A
 SS1223'RAILROAD, 46 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING, 18.6
 SS1223'FEET EAST OF THE EAST RAIL, 42 FEET NORTH OF THE CENTER LINE OF THE
 SS1223'ROAD, 26 FEET SOUTHWEST OF RAILROAD MILEPOLE 3941, 1.0 FOOT NORTH OF
 SS1223'THE SOUTH END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0016 ***********************************************************************
 ST0016  DESIGNATION -  J 233
 ST0016  PID         -  ST0016
 ST0016  STATE/COUNTY-  MT/TETON
 ST0016  USGS QUAD   -  GILMAN (1987)
 ST0016
 ST0016                         *CURRENT SURVEY CONTROL
 ST0016  ___________________________________________________________________
 ST0016* NAD 83(1986)-  47 36 24.     (N)    112 18 04.     (W)     SCALED    
 ST0016* NAVD 88     -      1339.226  (meters)    4393.78   (feet)  ADJUSTED  
 ST0016  ___________________________________________________________________
 ST0016  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 ST0016  DYNAMIC HT  -        1339.065 (meters)    4393.25  (feet)  COMP
 ST0016  MODELED GRAV-     980,444.9   (mgal)                       NAVD 88
 ST0016
 ST0016  VERT ORDER  -  SECOND    CLASS 0
 ST0016
 ST0016.The horizontal coordinates were scaled from a topographic map and have
 ST0016.an estimated accuracy of +/- 6 seconds.
 ST0016
 ST0016.The orthometric height was determined by differential leveling
 ST0016.and adjusted by the National Geodetic Survey in June 1991..
 ST0016
 ST0016.The geoid height was determined by GEOID03.
 ST0016
 ST0016.The dynamic height is computed by dividing the NAVD 88
 ST0016.geopotential number by the normal gravity value computed on the
 ST0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0016.degrees latitude (g = 980.6199 gals.).
 ST0016
 ST0016.The modeled gravity was interpolated from observed gravity values.
 ST0016
 ST0016;                    North         East    Units  Estimated Accuracy
 ST0016;SPC MT       -   376,750.      389,540.      MT  (+/- 180 meters Scaled)
 ST0016
 ST0016                          SUPERSEDED SURVEY CONTROL
 ST0016
 ST0016  NGVD 29 (??/??/92) 1338.223  (m)         4390.49   (f) ADJ UNCH    2 0
 ST0016
 ST0016.Superseded values are not recommended for survey control.
 ST0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0016.See file dsdata.txt to determine how the superseded data were derived.
 ST0016
 ST0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT022734(NAD 83)
 ST0016_MARKER: DB = BENCH MARK DISK
 ST0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0016_STAMPING: J 233 1961
 ST0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0016+STABILITY: SURFACE MOTION
 ST0016
 ST0016  HISTORY     - Date     Condition        Report By
 ST0016  HISTORY     - 1961     MONUMENTED       CGS
 ST0016
 ST0016                          STATION DESCRIPTION
 ST0016
 ST0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0016'9.8 MI N FROM AUGUSTA.
 ST0016'9.8 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0016'AUGUSTA, 0.1 MILE NORTHEAST OF THE SUMMIT OF A HILL, 0.1 MILE
 ST0016'NORTHEAST OF AN ANGLE IN A POWER LINE, 43 1/2 FEET SOUTHEAST OF THE
 ST0016'CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTHEAST OF A FENCE, 2.5 FEET
 ST0016'NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY,
 ST0016'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ST0016'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0145 ***********************************************************************
 ST0145  DESIGNATION -  J 234
 ST0145  PID         -  ST0145
 ST0145  STATE/COUNTY-  MT/TETON
 ST0145  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0145
 ST0145                         *CURRENT SURVEY CONTROL
 ST0145  ___________________________________________________________________
 ST0145* NAD 83(1986)-  47 34 52.     (N)    112 11 30.     (W)     SCALED    
 ST0145* NAVD 88     -      1319.829  (meters)    4330.14   (feet)  ADJUSTED  
 ST0145  ___________________________________________________________________
 ST0145  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 ST0145  DYNAMIC HT  -        1319.663 (meters)    4329.59  (feet)  COMP
 ST0145  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 ST0145
 ST0145  VERT ORDER  -  SECOND    CLASS 0
 ST0145
 ST0145.The horizontal coordinates were scaled from a topographic map and have
 ST0145.an estimated accuracy of +/- 6 seconds.
 ST0145
 ST0145.The orthometric height was determined by differential leveling
 ST0145.and adjusted by the National Geodetic Survey in June 1991..
 ST0145
 ST0145.The geoid height was determined by GEOID03.
 ST0145
 ST0145.The dynamic height is computed by dividing the NAVD 88
 ST0145.geopotential number by the normal gravity value computed on the
 ST0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0145.degrees latitude (g = 980.6199 gals.).
 ST0145
 ST0145.The modeled gravity was interpolated from observed gravity values.
 ST0145
 ST0145;                    North         East    Units  Estimated Accuracy
 ST0145;SPC MT       -   373,620.      397,670.      MT  (+/- 180 meters Scaled)
 ST0145
 ST0145                          SUPERSEDED SURVEY CONTROL
 ST0145
 ST0145  NGVD 29 (??/??/92) 1318.824  (m)         4326.84   (f) ADJ UNCH    2 0
 ST0145
 ST0145.Superseded values are not recommended for survey control.
 ST0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0145.See file dsdata.txt to determine how the superseded data were derived.
 ST0145
 ST0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT103704(NAD 83)
 ST0145_MARKER: DB = BENCH MARK DISK
 ST0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0145_SP_SET: SIPHON
 ST0145_STAMPING: J 234 1961
 ST0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0145
 ST0145  HISTORY     - Date     Condition        Report By
 ST0145  HISTORY     - 1961     MONUMENTED       CGS
 ST0145
 ST0145                          STATION DESCRIPTION
 ST0145
 ST0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0145'11.15 MI W FROM FAIRFIELD.
 ST0145'9.4 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0145'HIGHWAY 89 AT FAIRFIELD, THENCE 1.75 MILES WEST ALONG A COUNTY ROAD
 ST0145'ALONG THE SOUTH SIDE OF A CANAL, IN THE TOP OF THE NORTHWEST CORNER OF
 ST0145'A CONCRETE OUTLET TO AN IRRIGATION SIPHON, AT A SLIGHT ANGLE IN A
 ST0145'POWER LINE, 25 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10 1/2
 ST0145'FEET NORTH-NORTHEAST OF A POWER LINE POLE, 8.5 FEET SOUTH OF A FENCE,
 ST0145'47 FEET WEST-SOUTHWEST OF A T FENCE JUNCTION OF FENCES, AND ABOUT 1
 ST0145'FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0335 ***********************************************************************
 ST0335  DESIGNATION -  J 235
 ST0335  PID         -  ST0335
 ST0335  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0335  USGS QUAD   -  KRONE RANCH (1963)
 ST0335
 ST0335                         *CURRENT SURVEY CONTROL
 ST0335  ___________________________________________________________________
 ST0335* NAD 83(1986)-  47 20 23.     (N)    112 20 31.     (W)     SCALED    
 ST0335* NAVD 88     -      1372.184  (meters)    4501.91   (feet)  ADJUSTED  
 ST0335  ___________________________________________________________________
 ST0335  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 ST0335  DYNAMIC HT  -        1371.969 (meters)    4501.20  (feet)  COMP
 ST0335  MODELED GRAV-     980,408.4   (mgal)                       NAVD 88
 ST0335
 ST0335  VERT ORDER  -  SECOND    CLASS 0
 ST0335
 ST0335.The horizontal coordinates were scaled from a topographic map and have
 ST0335.an estimated accuracy of +/- 6 seconds.
 ST0335
 ST0335.The orthometric height was determined by differential leveling
 ST0335.and adjusted by the National Geodetic Survey in June 1991..
 ST0335
 ST0335.The geoid height was determined by GEOID03.
 ST0335
 ST0335.The dynamic height is computed by dividing the NAVD 88
 ST0335.geopotential number by the normal gravity value computed on the
 ST0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0335.degrees latitude (g = 980.6199 gals.).
 ST0335
 ST0335.The modeled gravity was interpolated from observed gravity values.
 ST0335
 ST0335;                    North         East    Units  Estimated Accuracy
 ST0335;SPC MT       -   347,220.      385,400.      MT  (+/- 180 meters Scaled)
 ST0335
 ST0335                          SUPERSEDED SURVEY CONTROL
 ST0335
 ST0335  NGVD 29 (??/??/92) 1371.165  (m)         4498.56   (f) ADJ UNCH    2 0
 ST0335
 ST0335.Superseded values are not recommended for survey control.
 ST0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0335.See file dsdata.txt to determine how the superseded data were derived.
 ST0335
 ST0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT986437(NAD 83)
 ST0335_MARKER: DB = BENCH MARK DISK
 ST0335_SETTING: 66 = SET IN ROCK OUTCROP
 ST0335_SP_SET: RIDGE OF ROCK
 ST0335_STAMPING: J 235 1961
 ST0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0335+STABILITY: POSITION/ELEVATION WELL
 ST0335
 ST0335  HISTORY     - Date     Condition        Report By
 ST0335  HISTORY     - 1961     MONUMENTED       CGS
 ST0335
 ST0335                          STATION DESCRIPTION
 ST0335
 ST0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0335'13.6 MI S FROM AUGUSTA.
 ST0335'9.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0335'AUGUSTA, THENCE 2.95 MILES SOUTHWEST ALONG A PRIVATE ROAD, THENCE 1.5
 ST0335'MILES SOUTHWEST ALONG A COUNTY ROAD, AT THE WEST POINT OF A HILL, IN
 ST0335'THE TOP OF AN EAST-WEST RIDGE OF ROCK WHICH PROJECTS 3 FEET ABOVE THE
 ST0335'GROUND, 72 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 41 FEET
 ST0335'SOUTHWEST OF A FENCE, 28 FEET EAST-NORTHEAST OF A POWER LINE POLE, AND
 ST0335'ABOUT 12 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0351 ***********************************************************************
 ST0351  DESIGNATION -  J 236
 ST0351  PID         -  ST0351
 ST0351  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0351  USGS QUAD   -  JOHNSON MOUNTAIN (1962)
 ST0351
 ST0351                         *CURRENT SURVEY CONTROL
 ST0351  ___________________________________________________________________
 ST0351* NAD 83(1986)-  47 14 51.     (N)    112 20 35.     (W)     SCALED    
 ST0351* NAVD 88     -      1378.047  (meters)    4521.14   (feet)  ADJUSTED  
 ST0351  ___________________________________________________________________
 ST0351  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 ST0351  DYNAMIC HT  -        1377.832 (meters)    4520.44  (feet)  COMP
 ST0351  MODELED GRAV-     980,408.7   (mgal)                       NAVD 88
 ST0351
 ST0351  VERT ORDER  -  SECOND    CLASS 0
 ST0351
 ST0351.The horizontal coordinates were scaled from a topographic map and have
 ST0351.an estimated accuracy of +/- 6 seconds.
 ST0351
 ST0351.The orthometric height was determined by differential leveling
 ST0351.and adjusted by the National Geodetic Survey in June 1991..
 ST0351
 ST0351.The geoid height was determined by GEOID03.
 ST0351
 ST0351.The dynamic height is computed by dividing the NAVD 88
 ST0351.geopotential number by the normal gravity value computed on the
 ST0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0351.degrees latitude (g = 980.6199 gals.).
 ST0351
 ST0351.The modeled gravity was interpolated from observed gravity values.
 ST0351
 ST0351;                    North         East    Units  Estimated Accuracy
 ST0351;SPC MT       -   336,980.      384,950.      MT  (+/- 180 meters Scaled)
 ST0351
 ST0351                          SUPERSEDED SURVEY CONTROL
 ST0351
 ST0351  NGVD 29 (??/??/92) 1377.041  (m)         4517.84   (f) ADJ UNCH    2 0
 ST0351
 ST0351.Superseded values are not recommended for survey control.
 ST0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0351.See file dsdata.txt to determine how the superseded data were derived.
 ST0351
 ST0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT983335(NAD 83)
 ST0351_MARKER: DB = BENCH MARK DISK
 ST0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0351_STAMPING: J 236 1961
 ST0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0351+STABILITY: SURFACE MOTION
 ST0351
 ST0351  HISTORY     - Date     Condition        Report By
 ST0351  HISTORY     - 1961     MONUMENTED       CGS
 ST0351
 ST0351                          STATION DESCRIPTION
 ST0351
 ST0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0351'14.05 MI W FROM BOWMANS CORNER.
 ST0351'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0351'HIGHWAY 287 AT BOWMANS CORNER, THENCE 5.35 MILES NORTHWEST ALONG STATE
 ST0351'HIGHWAY 434, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21
 ST0351'FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING TO A RANCH, 12 1/2
 ST0351'FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 2.4 FEET SOUTHEAST OF A
 ST0351'WITNESS POST, 4.2 FEET NORTHEAST OF A FENCE, ABOUT 1 FOOT HIGHER THAN
 ST0351'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ST0351'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1215 ***********************************************************************
 SS1215  DESIGNATION -  J 237
 SS1215  PID         -  SS1215
 SS1215  STATE/COUNTY-  MT/CASCADE
 SS1215  USGS QUAD   -  SUN RIVER (1983)
 SS1215
 SS1215                         *CURRENT SURVEY CONTROL
 SS1215  ___________________________________________________________________
 SS1215* NAD 83(1986)-  47 32 58.     (N)    111 43 28.     (W)     SCALED    
 SS1215* NAVD 88     -      1060.821  (meters)    3480.38   (feet)  ADJUSTED  
 SS1215  ___________________________________________________________________
 SS1215  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SS1215  DYNAMIC HT  -        1060.749 (meters)    3480.14  (feet)  COMP
 SS1215  MODELED GRAV-     980,508.8   (mgal)                       NAVD 88
 SS1215
 SS1215  VERT ORDER  -  SECOND    CLASS 0
 SS1215
 SS1215.The horizontal coordinates were scaled from a topographic map and have
 SS1215.an estimated accuracy of +/- 6 seconds.
 SS1215
 SS1215.The orthometric height was determined by differential leveling
 SS1215.and adjusted by the National Geodetic Survey in June 1991..
 SS1215
 SS1215.The geoid height was determined by GEOID03.
 SS1215
 SS1215.The dynamic height is computed by dividing the NAVD 88
 SS1215.geopotential number by the normal gravity value computed on the
 SS1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1215.degrees latitude (g = 980.6199 gals.).
 SS1215
 SS1215.The modeled gravity was interpolated from observed gravity values.
 SS1215
 SS1215;                    North         East    Units  Estimated Accuracy
 SS1215;SPC MT       -   369,000.      432,680.      MT  (+/- 180 meters Scaled)
 SS1215
 SS1215                          SUPERSEDED SURVEY CONTROL
 SS1215
 SS1215  NGVD 29 (??/??/92) 1059.893  (m)         3477.33   (f) ADJ UNCH    2 0
 SS1215
 SS1215.Superseded values are not recommended for survey control.
 SS1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1215.See file dsdata.txt to determine how the superseded data were derived.
 SS1215
 SS1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT454664(NAD 83)
 SS1215_MARKER: DB = BENCH MARK DISK
 SS1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1215_STAMPING: J 237 1961
 SS1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1215+STABILITY: SURFACE MOTION
 SS1215
 SS1215  HISTORY     - Date     Condition        Report By
 SS1215  HISTORY     - 1961     MONUMENTED       CGS
 SS1215
 SS1215                          STATION DESCRIPTION
 SS1215
 SS1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1215'13.7 MI E FROM FAIRFIELD.
 SS1215'13.7 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1215'FAIRFIELD, AT THE T JUNCTION OF FENCES, 58 FEET NORTH-NORTHEAST OF THE
 SS1215'CENTER LINE OF THE HIGHWAY, 17 FEET WEST-NORTHWEST OF THE CENTER OF A
 SS1215'GATE, 1 1/2 FEET SOUTH-SOUTHWEST OF THE FENCE JUNCTION POST, 1 1/2
 SS1215'FEET WEST-NORTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 SS1215'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SS1215'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0968 ***********************************************************************
 SS0968  DESIGNATION -  J 238
 SS0968  PID         -  SS0968
 SS0968  STATE/COUNTY-  MT/CASCADE
 SS0968  USGS QUAD   -  CASCADE (1983)
 SS0968
 SS0968                         *CURRENT SURVEY CONTROL
 SS0968  ___________________________________________________________________
 SS0968* NAD 83(1986)-  47 20 59.     (N)    111 45 01.     (W)     SCALED    
 SS0968* NAVD 88     -      1042.738  (meters)    3421.05   (feet)  ADJUSTED  
 SS0968  ___________________________________________________________________
 SS0968  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 SS0968  DYNAMIC HT  -        1042.641 (meters)    3420.73  (feet)  COMP
 SS0968  MODELED GRAV-     980,484.0   (mgal)                       NAVD 88
 SS0968
 SS0968  VERT ORDER  -  SECOND    CLASS 0
 SS0968
 SS0968.The horizontal coordinates were scaled from a topographic map and have
 SS0968.an estimated accuracy of +/- 6 seconds.
 SS0968
 SS0968.The orthometric height was determined by differential leveling
 SS0968.and adjusted by the National Geodetic Survey in June 1991..
 SS0968
 SS0968.The geoid height was determined by GEOID03.
 SS0968
 SS0968.The dynamic height is computed by dividing the NAVD 88
 SS0968.geopotential number by the normal gravity value computed on the
 SS0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0968.degrees latitude (g = 980.6199 gals.).
 SS0968
 SS0968.The modeled gravity was interpolated from observed gravity values.
 SS0968
 SS0968;                    North         East    Units  Estimated Accuracy
 SS0968;SPC MT       -   346,880.      430,100.      MT  (+/- 180 meters Scaled)
 SS0968
 SS0968                          SUPERSEDED SURVEY CONTROL
 SS0968
 SS0968  NGVD 29 (??/??/92) 1041.806  (m)         3417.99   (f) ADJ UNCH    2 0
 SS0968
 SS0968.Superseded values are not recommended for survey control.
 SS0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0968.See file dsdata.txt to determine how the superseded data were derived.
 SS0968
 SS0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT433443(NAD 83)
 SS0968_MARKER: DB = BENCH MARK DISK
 SS0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0968_STAMPING: J 238 1961
 SS0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0968+STABILITY: SURFACE MOTION
 SS0968
 SS0968  HISTORY     - Date     Condition        Report By
 SS0968  HISTORY     - 1961     MONUMENTED       CGS
 SS0968
 SS0968                          STATION DESCRIPTION
 SS0968
 SS0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0968'15.45 MI S FROM SUN RIVER.
 SS0968'13.25 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0968'AT SUN RIVER, THENCE 2.2 MILES WEST ALONG A PRIVATE TRACK ROAD, AT A
 SS0968'GATE IN AN EAST-NORTHEAST-WEST-SOUTHWEST FENCE LINE, 169 FEET
 SS0968'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET EAST OF THE
 SS0968'CENTER LINE OF THE GATE, 3 1/2 FEET SOUTHEAST OF A GATE POST, 1.5 FEET
 SS0968'SOUTH-SOUTHEAST OF A FENCE, 1.5 FEET WEST-SOUTHWEST OF A WITNESS POST,
 SS0968'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS0968'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0888 ***********************************************************************
 SS0888  DESIGNATION -  J 239
 SS0888  PID         -  SS0888
 SS0888  STATE/COUNTY-  MT/CASCADE
 SS0888  USGS QUAD   -  NELSON ISLAND (1983)
 SS0888
 SS0888                         *CURRENT SURVEY CONTROL
 SS0888  ___________________________________________________________________
 SS0888* NAD 83(1986)-  47 20 17.     (N)    111 36 49.     (W)     SCALED    
 SS0888* NAVD 88     -      1023.913  (meters)    3359.29   (feet)  ADJUSTED  
 SS0888  ___________________________________________________________________
 SS0888  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 SS0888  DYNAMIC HT  -        1023.829 (meters)    3359.01  (feet)  COMP
 SS0888  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 SS0888
 SS0888  VERT ORDER  -  FIRST     CLASS II
 SS0888
 SS0888.The horizontal coordinates were scaled from a topographic map and have
 SS0888.an estimated accuracy of +/- 6 seconds.
 SS0888
 SS0888.The orthometric height was determined by differential leveling
 SS0888.and adjusted by the National Geodetic Survey in June 1991..
 SS0888
 SS0888.The geoid height was determined by GEOID03.
 SS0888
 SS0888.The dynamic height is computed by dividing the NAVD 88
 SS0888.geopotential number by the normal gravity value computed on the
 SS0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0888.degrees latitude (g = 980.6199 gals.).
 SS0888
 SS0888.The modeled gravity was interpolated from observed gravity values.
 SS0888
 SS0888;                    North         East    Units  Estimated Accuracy
 SS0888;SPC MT       -   345,290.      440,380.      MT  (+/- 180 meters Scaled)
 SS0888
 SS0888                          SUPERSEDED SURVEY CONTROL
 SS0888
 SS0888  NGVD 29 (??/??/92) 1022.991  (m)         3356.26   (f) ADJ UNCH    1 2
 SS0888
 SS0888.Superseded values are not recommended for survey control.
 SS0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0888.See file dsdata.txt to determine how the superseded data were derived.
 SS0888
 SS0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT536429(NAD 83)
 SS0888_MARKER: DB = BENCH MARK DISK
 SS0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0888_STAMPING: J 239 1961
 SS0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0888+STABILITY: SURFACE MOTION
 SS0888
 SS0888  HISTORY     - Date     Condition        Report By
 SS0888  HISTORY     - 1961     MONUMENTED       CGS
 SS0888  HISTORY     - 1979     GOOD             NGS
 SS0888
 SS0888                          STATION DESCRIPTION
 SS0888
 SS0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0888'6.35 MI NE FROM CASCADE.
 SS0888'6.35 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0888'AT CASCADE, AT MILEPOST 138, 45.0 FEET NORTHWEST OF THE NORTHWEST
 SS0888'RAIL, 72 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD, 33 FEET
 SS0888'NORTHWEST OF THE MILEPOST, 7 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 SS0888'2.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN
 SS0888'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SS0888'ABOVE THE GROUND.
 SS0888
 SS0888                          STATION RECOVERY (1979)
 SS0888
 SS0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0707 ***********************************************************************
 SS0707  DESIGNATION -  J 240
 SS0707  PID         -  SS0707
 SS0707  STATE/COUNTY-  MT/CASCADE
 SS0707  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0707
 SS0707                         *CURRENT SURVEY CONTROL
 SS0707  ___________________________________________________________________
 SS0707* NAD 83(1986)-  47 25 56.     (N)    111 28 13.     (W)     SCALED    
 SS0707* NAVD 88     -      1021.488  (meters)    3351.33   (feet)  ADJUSTED  
 SS0707  ___________________________________________________________________
 SS0707  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 SS0707  DYNAMIC HT  -        1021.411 (meters)    3351.08  (feet)  COMP
 SS0707  MODELED GRAV-     980,502.2   (mgal)                       NAVD 88
 SS0707
 SS0707  VERT ORDER  -  FIRST     CLASS II
 SS0707
 SS0707.The horizontal coordinates were scaled from a topographic map and have
 SS0707.an estimated accuracy of +/- 6 seconds.
 SS0707
 SS0707.The orthometric height was determined by differential leveling
 SS0707.and adjusted by the National Geodetic Survey in June 1991..
 SS0707
 SS0707.The geoid height was determined by GEOID03.
 SS0707
 SS0707.The dynamic height is computed by dividing the NAVD 88
 SS0707.geopotential number by the normal gravity value computed on the
 SS0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0707.degrees latitude (g = 980.6199 gals.).
 SS0707
 SS0707.The modeled gravity was interpolated from observed gravity values.
 SS0707
 SS0707;                    North         East    Units  Estimated Accuracy
 SS0707;SPC MT       -   355,470.      451,460.      MT  (+/- 180 meters Scaled)
 SS0707
 SS0707                          SUPERSEDED SURVEY CONTROL
 SS0707
 SS0707  NGVD 29 (??/??/92) 1020.578  (m)         3348.35   (f) ADJ UNCH    1 2
 SS0707
 SS0707.Superseded values are not recommended for survey control.
 SS0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0707.See file dsdata.txt to determine how the superseded data were derived.
 SS0707
 SS0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT645533(NAD 83)
 SS0707_MARKER: DB = BENCH MARK DISK
 SS0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0707_STAMPING: J 240 1961
 SS0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0707+STABILITY: SURFACE MOTION
 SS0707
 SS0707  HISTORY     - Date     Condition        Report By
 SS0707  HISTORY     - 1961     MONUMENTED       CGS
 SS0707
 SS0707                          STATION DESCRIPTION
 SS0707
 SS0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0707'1.8 MI NE FROM ULM.
 SS0707'1.8 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0707'AT ULM, 54 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A PRIVATE
 SS0707'ROAD, 26 FEET NORTH-NORTHWEST OF MILEPOST 128, 39 FEET NORTH OF THE
 SS0707'NORTH RAIL, 9 FEET SOUTH OF A FENCE, 8 FEET WEST OF A TELEPHONE POLE,
 SS0707'2 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 SS0707'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS0707'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1082 ***********************************************************************
 SS1082  DESIGNATION -  J 241
 SS1082  PID         -  SS1082
 SS1082  STATE/COUNTY-  MT/TETON
 SS1082  USGS QUAD   -  DUTTON (1987)
 SS1082
 SS1082                         *CURRENT SURVEY CONTROL
 SS1082  ___________________________________________________________________
 SS1082* NAD 83(1986)-  47 46 31.     (N)    111 40 36.     (W)     SCALED    
 SS1082* NAVD 88     -      1130.946  (meters)    3710.45   (feet)  ADJUSTED  
 SS1082  ___________________________________________________________________
 SS1082  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1082  DYNAMIC HT  -        1130.884 (meters)    3710.24  (feet)  COMP
 SS1082  MODELED GRAV-     980,518.1   (mgal)                       NAVD 88
 SS1082
 SS1082  VERT ORDER  -  FIRST     CLASS II
 SS1082
 SS1082.The horizontal coordinates were scaled from a topographic map and have
 SS1082.an estimated accuracy of +/- 6 seconds.
 SS1082
 SS1082.The orthometric height was determined by differential leveling
 SS1082.and adjusted by the National Geodetic Survey in June 1991..
 SS1082
 SS1082.The geoid height was determined by GEOID03.
 SS1082
 SS1082.The dynamic height is computed by dividing the NAVD 88
 SS1082.geopotential number by the normal gravity value computed on the
 SS1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1082.degrees latitude (g = 980.6199 gals.).
 SS1082
 SS1082.The modeled gravity was interpolated from observed gravity values.
 SS1082
 SS1082;                    North         East    Units  Estimated Accuracy
 SS1082;SPC MT       -   393,990.      436,970.      MT  (+/- 180 meters Scaled)
 SS1082
 SS1082                          SUPERSEDED SURVEY CONTROL
 SS1082
 SS1082  NGVD 29 (??/??/92) 1130.012  (m)         3707.38   (f) ADJ UNCH    1 2
 SS1082
 SS1082.Superseded values are not recommended for survey control.
 SS1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1082.See file dsdata.txt to determine how the superseded data were derived.
 SS1082
 SS1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT493915(NAD 83)
 SS1082_MARKER: DB = BENCH MARK DISK
 SS1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1082_STAMPING: J 241 1961
 SS1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1082+STABILITY: SURFACE MOTION
 SS1082
 SS1082  HISTORY     - Date     Condition        Report By
 SS1082  HISTORY     - 1961     MONUMENTED       CGS
 SS1082
 SS1082                          STATION DESCRIPTION
 SS1082
 SS1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1082'4.3 MI N FROM POWER.
 SS1082'4.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1082'POWERS, 94 FEET WEST OF AND ACROSS THE TRACK FROM MILEPOST 31, 74 FEET
 SS1082'WEST OF THE WEST RAIL, 5 FEET SOUTH OF A TELEPHONE POLE, 23 FEET EAST
 SS1082'OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 SS1082'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SS1082'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0827 ***********************************************************************
 SS0827  DESIGNATION -  J 242
 SS0827  PID         -  SS0827
 SS0827  STATE/COUNTY-  MT/CASCADE
 SS0827  USGS QUAD   -  MAHONEY HILL (1965)
 SS0827
 SS0827                         *CURRENT SURVEY CONTROL
 SS0827  ___________________________________________________________________
 SS0827* NAD 83(1986)-  47 18 18.     (N)    111 02 05.     (W)     SCALED    
 SS0827* NAVD 88     -      1259.661  (meters)    4132.74   (feet)  ADJUSTED  
 SS0827  ___________________________________________________________________
 SS0827  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SS0827  DYNAMIC HT  -        1259.505 (meters)    4132.23  (feet)  COMP
 SS0827  MODELED GRAV-     980,445.1   (mgal)                       NAVD 88
 SS0827
 SS0827  VERT ORDER  -  SECOND    CLASS 0
 SS0827
 SS0827.The horizontal coordinates were scaled from a topographic map and have
 SS0827.an estimated accuracy of +/- 6 seconds.
 SS0827
 SS0827.The orthometric height was determined by differential leveling
 SS0827.and adjusted by the National Geodetic Survey in June 1991..
 SS0827
 SS0827.The geoid height was determined by GEOID03.
 SS0827
 SS0827.The dynamic height is computed by dividing the NAVD 88
 SS0827.geopotential number by the normal gravity value computed on the
 SS0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0827.degrees latitude (g = 980.6199 gals.).
 SS0827
 SS0827.The modeled gravity was interpolated from observed gravity values.
 SS0827
 SS0827;                    North         East    Units  Estimated Accuracy
 SS0827;SPC MT       -   340,600.      484,020.      MT  (+/- 180 meters Scaled)
 SS0827
 SS0827                          SUPERSEDED SURVEY CONTROL
 SS0827
 SS0827  NGVD 29 (??/??/92) 1258.702  (m)         4129.59   (f) ADJ UNCH    2 0
 SS0827
 SS0827.Superseded values are not recommended for survey control.
 SS0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0827.See file dsdata.txt to determine how the superseded data were derived.
 SS0827
 SS0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT973390(NAD 83)
 SS0827_MARKER: DB = BENCH MARK DISK
 SS0827_SETTING: 66 = SET IN ROCK OUTCROP
 SS0827_SP_SET: OUTCROP
 SS0827_STAMPING: J 242 1961
 SS0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0827+STABILITY: POSITION/ELEVATION WELL
 SS0827
 SS0827  HISTORY     - Date     Condition        Report By
 SS0827  HISTORY     - 1961     MONUMENTED       CGS
 SS0827
 SS0827                          STATION DESCRIPTION
 SS0827
 SS0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0827'9.5 MI SW FROM BELT.
 SS0827'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0827'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0827'2.5 MILES WEST ALONG A COUNTY ROAD, 0.1 MILE WEST-SOUTHWEST OF A LARGE
 SS0827'BARN, 69 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET
 SS0827'VERTICALLY IN THE NORTH FACE OF A 6 BY 15-FOOT OUTCROP WHICH PROJECTS
 SS0827'4 1/2 FEET ABOVE THE GROUND, 105 FEET NORTH-NORTHEAST OF A POWER LINE
 SS0827'POLE, AND ABOUT 2 FEET HIGHER THAN THE GROUND, AND ABOUT 6 FEET LOWER
 SS0827'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1165 ***********************************************************************
 SS1165  DESIGNATION -  J 243
 SS1165  PID         -  SS1165
 SS1165  STATE/COUNTY-  MT/TETON
 SS1165  USGS QUAD   -  VAUGHN NE (1994)
 SS1165
 SS1165                         *CURRENT SURVEY CONTROL
 SS1165  ___________________________________________________________________
 SS1165* NAD 83(1986)-  47 42 44.     (N)    111 36 04.     (W)     SCALED    
 SS1165* NAVD 88     -      1131.544  (meters)    3712.41   (feet)  ADJUSTED  
 SS1165  ___________________________________________________________________
 SS1165  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 SS1165  DYNAMIC HT  -        1131.474 (meters)    3712.18  (feet)  COMP
 SS1165  MODELED GRAV-     980,511.3   (mgal)                       NAVD 88
 SS1165
 SS1165  VERT ORDER  -  SECOND    CLASS 0
 SS1165
 SS1165.The horizontal coordinates were scaled from a topographic map and have
 SS1165.an estimated accuracy of +/- 6 seconds.
 SS1165
 SS1165.The orthometric height was determined by differential leveling
 SS1165.and adjusted by the National Geodetic Survey in June 1991..
 SS1165
 SS1165.The geoid height was determined by GEOID03.
 SS1165
 SS1165.The dynamic height is computed by dividing the NAVD 88
 SS1165.geopotential number by the normal gravity value computed on the
 SS1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1165.degrees latitude (g = 980.6199 gals.).
 SS1165
 SS1165.The modeled gravity was interpolated from observed gravity values.
 SS1165
 SS1165;                    North         East    Units  Estimated Accuracy
 SS1165;SPC MT       -   386,830.      442,440.      MT  (+/- 180 meters Scaled)
 SS1165
 SS1165                          SUPERSEDED SURVEY CONTROL
 SS1165
 SS1165  NGVD 29 (??/??/92) 1130.613  (m)         3709.35   (f) ADJ UNCH    2 0
 SS1165
 SS1165.Superseded values are not recommended for survey control.
 SS1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1165.See file dsdata.txt to determine how the superseded data were derived.
 SS1165
 SS1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT549844(NAD 83)
 SS1165_MARKER: DB = BENCH MARK DISK
 SS1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1165_STAMPING: J 243 1961
 SS1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1165+STABILITY: SURFACE MOTION
 SS1165
 SS1165  HISTORY     - Date     Condition        Report By
 SS1165  HISTORY     - 1961     MONUMENTED       CGS
 SS1165
 SS1165                          STATION DESCRIPTION
 SS1165
 SS1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1165'4.25 MI E FROM POWER.
 SS1165'4.25 MILES EAST ALONG THE COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS1165'STATION AT POWER, AT THE INTERSECTION OF A NORTH-SOUTH ROAD, 48 FEET
 SS1165'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 39 FEET SOUTH OF THE
 SS1165'CENTER LINE OF THE ROAD, 33 1/2 FEET EAST OF THE CENTER LINE OF THE
 SS1165'ROAD SOUTH, 4 1/2 FEET EAST-SOUTHEAST OF A POWER LINE POLE, 1.5 FEET
 SS1165'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SS1165'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0835 ***********************************************************************
 SS0835  DESIGNATION -  J 244
 SS0835  PID         -  SS0835
 SS0835  STATE/COUNTY-  MT/CASCADE
 SS0835  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0835
 SS0835                         *CURRENT SURVEY CONTROL
 SS0835  ___________________________________________________________________
 SS0835* NAD 83(1986)-  47 09 37.     (N)    111 29 48.     (W)     SCALED    
 SS0835* NAVD 88     -      1192.219  (meters)    3911.47   (feet)  ADJUSTED  
 SS0835  ___________________________________________________________________
 SS0835  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 SS0835  DYNAMIC HT  -        1192.049 (meters)    3910.91  (feet)  COMP
 SS0835  MODELED GRAV-     980,429.2   (mgal)                       NAVD 88
 SS0835
 SS0835  VERT ORDER  -  SECOND    CLASS 0
 SS0835
 SS0835.The horizontal coordinates were scaled from a topographic map and have
 SS0835.an estimated accuracy of +/- 6 seconds.
 SS0835
 SS0835.The orthometric height was determined by differential leveling
 SS0835.and adjusted by the National Geodetic Survey in June 1991..
 SS0835
 SS0835.The geoid height was determined by GEOID03.
 SS0835
 SS0835.The dynamic height is computed by dividing the NAVD 88
 SS0835.geopotential number by the normal gravity value computed on the
 SS0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0835.degrees latitude (g = 980.6199 gals.).
 SS0835
 SS0835.The modeled gravity was interpolated from observed gravity values.
 SS0835
 SS0835;                    North         East    Units  Estimated Accuracy
 SS0835;SPC MT       -   325,310.      448,700.      MT  (+/- 180 meters Scaled)
 SS0835
 SS0835                          SUPERSEDED SURVEY CONTROL
 SS0835
 SS0835  NGVD 29 (??/??/92) 1191.251  (m)         3908.30   (f) ADJ UNCH    2 0
 SS0835
 SS0835.Superseded values are not recommended for survey control.
 SS0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0835.See file dsdata.txt to determine how the superseded data were derived.
 SS0835
 SS0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT623230(NAD 83)
 SS0835_MARKER: DB = BENCH MARK DISK
 SS0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0835_STAMPING: J 244 1961
 SS0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0835+STABILITY: SURFACE MOTION
 SS0835
 SS0835  HISTORY     - Date     Condition        Report By
 SS0835  HISTORY     - 1961     MONUMENTED       CGS
 SS0835
 SS0835                          STATION DESCRIPTION
 SS0835
 SS0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0835'6.8 MI SW FROM SPANISH COULEE SCHOOL.
 SS0835'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0835'THENCE 2.55 MILE WEST ALONG A COUNTY ROAD, THENCE 4.1 MILES SOUTHWEST
 SS0835'ALONG A TRACK FIELD ROAD, ABOUT 0.15 MILE EAST-SOUTHEAST OF A STEEL
 SS0835'TOWER TRANSMISSION LINE, AT A FENCE JUNCTION, 11 FEET EAST OF THE
 SS0835'CENTER LINE OF THE ROAD, 11 FEET EAST OF THE CENTER OF A GATE, 3 1/2
 SS0835'FEET SOUTHWEST OF FENCE JUNCTION, 2 1/2 FEET WEST OF A FENCE, 2.0 FEET
 SS0835'SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 SS0835'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0835'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1158 ***********************************************************************
 SS1158  DESIGNATION -  J 245
 SS1158  PID         -  SS1158
 SS1158  STATE/COUNTY-  MT/TETON
 SS1158  USGS QUAD   -  DUTTON SE (1987)
 SS1158
 SS1158                         *CURRENT SURVEY CONTROL
 SS1158  ___________________________________________________________________
 SS1158* NAD 83(1986)-  47 45 21.     (N)    111 30 59.     (W)     SCALED    
 SS1158* NAVD 88     -      1161.648  (meters)    3811.17   (feet)  ADJUSTED  
 SS1158  ___________________________________________________________________
 SS1158  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1158  DYNAMIC HT  -        1161.590 (meters)    3810.98  (feet)  COMP
 SS1158  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 SS1158
 SS1158  VERT ORDER  -  SECOND    CLASS 0
 SS1158
 SS1158.The horizontal coordinates were scaled from a topographic map and have
 SS1158.an estimated accuracy of +/- 6 seconds.
 SS1158
 SS1158.The orthometric height was determined by differential leveling
 SS1158.and adjusted by the National Geodetic Survey in June 1991..
 SS1158
 SS1158.The geoid height was determined by GEOID03.
 SS1158
 SS1158.The dynamic height is computed by dividing the NAVD 88
 SS1158.geopotential number by the normal gravity value computed on the
 SS1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1158.degrees latitude (g = 980.6199 gals.).
 SS1158
 SS1158.The modeled gravity was interpolated from observed gravity values.
 SS1158
 SS1158;                    North         East    Units  Estimated Accuracy
 SS1158;SPC MT       -   391,510.      448,910.      MT  (+/- 180 meters Scaled)
 SS1158
 SS1158                          SUPERSEDED SURVEY CONTROL
 SS1158
 SS1158  NGVD 29 (??/??/92) 1160.724  (m)         3808.14   (f) ADJ UNCH    2 0
 SS1158
 SS1158.Superseded values are not recommended for survey control.
 SS1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1158.See file dsdata.txt to determine how the superseded data were derived.
 SS1158
 SS1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT612892(NAD 83)
 SS1158_MARKER: DB = BENCH MARK DISK
 SS1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1158_STAMPING: J 245 1961
 SS1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1158+STABILITY: SURFACE MOTION
 SS1158
 SS1158  HISTORY     - Date     Condition        Report By
 SS1158  HISTORY     - 1961     MONUMENTED       CGS
 SS1158
 SS1158                          STATION DESCRIPTION
 SS1158
 SS1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1158'11.45 MI E FROM POWER.
 SS1158'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS1158'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, THENCE
 SS1158'2.05 MILE EAST ALONG A COUNTY ROAD, 52 FEET SOUTHWEST OF THE CENTER OF
 SS1158'THE JUNCTION OF A TRACK ROAD LEADING SOUTH, 33 FEET SOUTH OF THE
 SS1158'CENTER LINE OF THE ROAD, 40 FEET WEST OF THE CENTER LINE OF THE ROAD
 SS1158'SOUTH, 4 FEET WEST OF A POWER LINE POLE, 1.5 FEET EAST OF A WITNESS
 SS1158'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS1158'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0698 ***********************************************************************
 SS0698  DESIGNATION -  J 246
 SS0698  PID         -  SS0698
 SS0698  STATE/COUNTY-  MT/TETON
 SS0698  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0698
 SS0698                         *CURRENT SURVEY CONTROL
 SS0698  ___________________________________________________________________
 SS0698* NAD 83(1986)-  47 49 42.     (N)    111 25 50.     (W)     SCALED    
 SS0698* NAVD 88     -      1098.369  (meters)    3603.57   (feet)  ADJUSTED  
 SS0698  ___________________________________________________________________
 SS0698  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 SS0698  DYNAMIC HT  -        1098.338 (meters)    3603.46  (feet)  COMP
 SS0698  MODELED GRAV-     980,545.5   (mgal)                       NAVD 88
 SS0698
 SS0698  VERT ORDER  -  SECOND    CLASS 0
 SS0698
 SS0698.The horizontal coordinates were scaled from a topographic map and have
 SS0698.an estimated accuracy of +/- 6 seconds.
 SS0698
 SS0698.The orthometric height was determined by differential leveling
 SS0698.and adjusted by the National Geodetic Survey in June 1991..
 SS0698
 SS0698.The geoid height was determined by GEOID03.
 SS0698
 SS0698.The dynamic height is computed by dividing the NAVD 88
 SS0698.geopotential number by the normal gravity value computed on the
 SS0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0698.degrees latitude (g = 980.6199 gals.).
 SS0698
 SS0698.The modeled gravity was interpolated from observed gravity values.
 SS0698
 SS0698;                    North         East    Units  Estimated Accuracy
 SS0698;SPC MT       -   399,400.      455,540.      MT  (+/- 180 meters Scaled)
 SS0698
 SS0698                          SUPERSEDED SURVEY CONTROL
 SS0698
 SS0698  NGVD 29 (??/??/92) 1097.457  (m)         3600.57   (f) ADJ UNCH    2 0
 SS0698
 SS0698.Superseded values are not recommended for survey control.
 SS0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0698.See file dsdata.txt to determine how the superseded data were derived.
 SS0698
 SS0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT677973(NAD 83)
 SS0698_MARKER: DB = BENCH MARK DISK
 SS0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0698_STAMPING: J 246 1961
 SS0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0698+STABILITY: SURFACE MOTION
 SS0698
 SS0698  HISTORY     - Date     Condition        Report By
 SS0698  HISTORY     - 1961     MONUMENTED       CGS
 SS0698
 SS0698                          STATION DESCRIPTION
 SS0698
 SS0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0698'14.95 MI E FROM DUTTON.
 SS0698'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0698'AT DUTTON, THENCE 13.9 MILES EAST ALONG A COUNTY ROAD, THENCE 0.7 MILE
 SS0698'SOUTH ALONG A COUNTY ROAD, 1.0 MILE EAST AND SOUTH OF BENCH MARK H
 SS0698'246, 26 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 SS0698'EAST-WEST FIELD ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE FIELD
 SS0698'ROAD, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A
 SS0698'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SS0698'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1031 ***********************************************************************
 SS1031  DESIGNATION -  J 247
 SS1031  PID         -  SS1031
 SS1031  STATE/COUNTY-  MT/CASCADE
 SS1031  USGS QUAD   -  SIMMS (1983)
 SS1031
 SS1031                         *CURRENT SURVEY CONTROL
 SS1031  ___________________________________________________________________
 SS1031* NAD 83(1986)-  47 26 15.     (N)    111 59 31.     (W)     SCALED    
 SS1031* NAVD 88     -      1198.001  (meters)    3930.44   (feet)  ADJUSTED  
 SS1031  ___________________________________________________________________
 SS1031  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 SS1031  DYNAMIC HT  -        1197.863 (meters)    3929.99  (feet)  COMP
 SS1031  MODELED GRAV-     980,456.0   (mgal)                       NAVD 88
 SS1031
 SS1031  VERT ORDER  -  SECOND    CLASS 0
 SS1031
 SS1031.The horizontal coordinates were scaled from a topographic map and have
 SS1031.an estimated accuracy of +/- 6 seconds.
 SS1031
 SS1031.The orthometric height was determined by differential leveling
 SS1031.and adjusted by the National Geodetic Survey in June 1991..
 SS1031
 SS1031.The geoid height was determined by GEOID03.
 SS1031
 SS1031.The dynamic height is computed by dividing the NAVD 88
 SS1031.geopotential number by the normal gravity value computed on the
 SS1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1031.degrees latitude (g = 980.6199 gals.).
 SS1031
 SS1031.The modeled gravity was interpolated from observed gravity values.
 SS1031
 SS1031;                    North         East    Units  Estimated Accuracy
 SS1031;SPC MT       -   357,180.      412,170.      MT  (+/- 180 meters Scaled)
 SS1031
 SS1031                          SUPERSEDED SURVEY CONTROL
 SS1031
 SS1031  NGVD 29 (??/??/92) 1197.029  (m)         3927.25   (f) ADJ UNCH    2 0
 SS1031
 SS1031.Superseded values are not recommended for survey control.
 SS1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1031.See file dsdata.txt to determine how the superseded data were derived.
 SS1031
 SS1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT252542(NAD 83)
 SS1031_MARKER: DB = BENCH MARK DISK
 SS1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1031_STAMPING: J 247 1961
 SS1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1031+STABILITY: SURFACE MOTION
 SS1031
 SS1031  HISTORY     - Date     Condition        Report By
 SS1031  HISTORY     - 1961     MONUMENTED       CGS
 SS1031
 SS1031                          STATION DESCRIPTION
 SS1031
 SS1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1031'4.8 MI SW FROM SIMMS.
 SS1031'4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1031'HIGHWAY 21 AT SIMMS, 60 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 SS1031'HIGHWAY, 139 1/2 FEET EAST-SOUTHEAST OF A TELEPHONE POLE (NO. 72), 2.4
 SS1031'FEET EAST-SOUTHEAST OF A FENCE, 2.4 FEET SOUTH-SOUTHWEST OF A WITNESS
 SS1031'POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SS1031'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0313 ***********************************************************************
 ST0313  DESIGNATION -  J 248
 ST0313  PID         -  ST0313
 ST0313  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0313  USGS QUAD   -  HENRY CREEK (1980)
 ST0313
 ST0313                         *CURRENT SURVEY CONTROL
 ST0313  ___________________________________________________________________
 ST0313* NAD 83(1986)-  47 22 18.     (N)    112 04 58.     (W)     SCALED    
 ST0313* NAVD 88     -      1321.338  (meters)    4335.09   (feet)  ADJUSTED  
 ST0313  ___________________________________________________________________
 ST0313  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 ST0313  DYNAMIC HT  -        1321.158 (meters)    4334.50  (feet)  COMP
 ST0313  MODELED GRAV-     980,430.1   (mgal)                       NAVD 88
 ST0313
 ST0313  VERT ORDER  -  SECOND    CLASS 0
 ST0313
 ST0313.The horizontal coordinates were scaled from a topographic map and have
 ST0313.an estimated accuracy of +/- 6 seconds.
 ST0313
 ST0313.The orthometric height was determined by differential leveling
 ST0313.and adjusted by the National Geodetic Survey in June 1991..
 ST0313
 ST0313.The geoid height was determined by GEOID03.
 ST0313
 ST0313.The dynamic height is computed by dividing the NAVD 88
 ST0313.geopotential number by the normal gravity value computed on the
 ST0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0313.degrees latitude (g = 980.6199 gals.).
 ST0313
 ST0313.The modeled gravity was interpolated from observed gravity values.
 ST0313
 ST0313;                    North         East    Units  Estimated Accuracy
 ST0313;SPC MT       -   350,090.      405,080.      MT  (+/- 180 meters Scaled)
 ST0313
 ST0313                          SUPERSEDED SURVEY CONTROL
 ST0313
 ST0313  NGVD 29 (??/??/92) 1320.348  (m)         4331.84   (f) ADJ UNCH    2 0
 ST0313
 ST0313.Superseded values are not recommended for survey control.
 ST0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0313.See file dsdata.txt to determine how the superseded data were derived.
 ST0313
 ST0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT182470(NAD 83)
 ST0313_MARKER: DB = BENCH MARK DISK
 ST0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0313_STAMPING: J 248 1961
 ST0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0313+STABILITY: SURFACE MOTION
 ST0313
 ST0313  HISTORY     - Date     Condition        Report By
 ST0313  HISTORY     - 1961     MONUMENTED       CGS
 ST0313
 ST0313                          STATION DESCRIPTION
 ST0313
 ST0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0313'9.85 MI NE FROM BOWMANS CORNER.
 ST0313'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0313'HIGHWAY 287 AT BOWMANS CORNER, THENCE 2.05 MILE WEST ALONG A COUNTY
 ST0313'ROAD, 0.15 MILE SOUTH OF A DRIVEWAY LEADING NORTHWEST TO A HOUSE, 33
 ST0313'FEET WEST OF THE CENTER LINE OF THE ROAD, 58 FEET WEST OF A FENCE, 42
 ST0313'1/2 FEET SOUTHEAST OF THE CENTER OF A GATE, 2.0 FEET NORTH OF A
 ST0313'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0313'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0610 ***********************************************************************
 SS0610  DESIGNATION -  J 249
 SS0610  PID         -  SS0610
 SS0610  STATE/COUNTY-  MT/CASCADE
 SS0610  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0610
 SS0610                         *CURRENT SURVEY CONTROL
 SS0610  ___________________________________________________________________
 SS0610* NAD 83(1986)-  47 39 17.     (N)    111 27 09.     (W)     SCALED    
 SS0610* NAVD 88     -      1147.762  (meters)    3765.62   (feet)  ADJUSTED  
 SS0610  ___________________________________________________________________
 SS0610  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 SS0610  DYNAMIC HT  -        1147.702 (meters)    3765.42  (feet)  COMP
 SS0610  MODELED GRAV-     980,519.9   (mgal)                       NAVD 88
 SS0610
 SS0610  VERT ORDER  -  SECOND    CLASS 0
 SS0610
 SS0610.The horizontal coordinates were scaled from a topographic map and have
 SS0610.an estimated accuracy of +/- 6 seconds.
 SS0610
 SS0610.The orthometric height was determined by differential leveling
 SS0610.and adjusted by the National Geodetic Survey in June 1991..
 SS0610
 SS0610.The geoid height was determined by GEOID03.
 SS0610
 SS0610.The dynamic height is computed by dividing the NAVD 88
 SS0610.geopotential number by the normal gravity value computed on the
 SS0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0610.degrees latitude (g = 980.6199 gals.).
 SS0610
 SS0610.The modeled gravity was interpolated from observed gravity values.
 SS0610
 SS0610;                    North         East    Units  Estimated Accuracy
 SS0610;SPC MT       -   380,150.      453,420.      MT  (+/- 180 meters Scaled)
 SS0610
 SS0610                          SUPERSEDED SURVEY CONTROL
 SS0610
 SS0610  NGVD 29 (??/??/92) 1146.847  (m)         3762.61   (f) ADJ UNCH    2 0
 SS0610
 SS0610.Superseded values are not recommended for survey control.
 SS0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0610.See file dsdata.txt to determine how the superseded data were derived.
 SS0610
 SS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT660780(NAD 83)
 SS0610_MARKER: DB = BENCH MARK DISK
 SS0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0610_STAMPING: J 249 1961
 SS0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0610+STABILITY: SURFACE MOTION
 SS0610
 SS0610  HISTORY     - Date     Condition        Report By
 SS0610  HISTORY     - 1961     MONUMENTED       CGS
 SS0610
 SS0610                          STATION DESCRIPTION
 SS0610
 SS0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0610'5.5 MI NE FROM NEUMAN SCHOOL.
 SS0610'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS0610'MILE NORTH ALONG A COUNTY ROAD, THENCE 4.0 MILES EAST ALONG A COUNTY
 SS0610'ROAD, 47 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A COUNTY
 SS0610'ROAD SOUTH AND A FARM ROAD NORTH, 33 FEET NORTH OF THE CENTER LINE OF
 SS0610'THE ROAD, 33 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 2.0 FEET
 SS0610'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SS0610'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0008 ***********************************************************************
 TL0008  DESIGNATION -  J 25
 TL0008  PID         -  TL0008
 TL0008  STATE/COUNTY-  MT/HILL
 TL0008  USGS QUAD   -  GILDFORD (1969)
 TL0008
 TL0008                         *CURRENT SURVEY CONTROL
 TL0008  ___________________________________________________________________
 TL0008* NAD 83(1986)-  48 34 08.     (N)    110 18 34.     (W)     SCALED    
 TL0008* NAVD 88     -       861.044  (meters)    2824.94   (feet)  ADJUSTED  
 TL0008  ___________________________________________________________________
 TL0008  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 TL0008  DYNAMIC HT  -         861.114 (meters)    2825.17  (feet)  COMP
 TL0008  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 TL0008
 TL0008  VERT ORDER  -  FIRST     CLASS II
 TL0008
 TL0008.The horizontal coordinates were scaled from a topographic map and have
 TL0008.an estimated accuracy of +/- 6 seconds.
 TL0008
 TL0008.The orthometric height was determined by differential leveling
 TL0008.and adjusted by the National Geodetic Survey in June 1991..
 TL0008
 TL0008.The geoid height was determined by GEOID03.
 TL0008
 TL0008.The dynamic height is computed by dividing the NAVD 88
 TL0008.geopotential number by the normal gravity value computed on the
 TL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0008.degrees latitude (g = 980.6199 gals.).
 TL0008
 TL0008.The modeled gravity was interpolated from observed gravity values.
 TL0008
 TL0008;                    North         East    Units  Estimated Accuracy
 TL0008;SPC MT       -   480,240.      540,280.      MT  (+/- 180 meters Scaled)
 TL0008
 TL0008                          SUPERSEDED SURVEY CONTROL
 TL0008
 TL0008  NGVD 29 (??/??/92)  860.180  (m)         2822.11   (f) ADJ UNCH    1 2
 TL0008
 TL0008.Superseded values are not recommended for survey control.
 TL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0008.See file dsdata.txt to determine how the superseded data were derived.
 TL0008
 TL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU509797(NAD 83)
 TL0008_MARKER: DB = BENCH MARK DISK
 TL0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TL0008_SP_SET: ABUTMENT
 TL0008_STAMPING: 2822.107
 TL0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0008
 TL0008  HISTORY     - Date     Condition        Report By
 TL0008  HISTORY     - UNK      MONUMENTED       CGS
 TL0008  HISTORY     - 1948     GOOD             NGS
 TL0008  HISTORY     - 1979     GOOD             NGS
 TL0008
 TL0008                          STATION DESCRIPTION
 TL0008
 TL0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0008'0.3 MI W FROM GILDFORD.
 TL0008'0.3 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0008'GILDFORD, HILL COUNTY, AT THE WEST END OF BRIDGE 991/0, IN THE TOP OF
 TL0008'THE NORTH END OF THE WEST CONCRETE ABUTMENT, 6 FEET NORTH OF THE NORTH
 TL0008'RAIL OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK,
 TL0008'STAMPED 2822.107.
 TL0008
 TL0008                          STATION RECOVERY (1979)
 TL0008
 TL0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0052 ***********************************************************************
 TH0052  DESIGNATION -  J 250
 TH0052  PID         -  TH0052
 TH0052  STATE/COUNTY-  MT/ROOSEVELT
 TH0052  USGS QUAD   -  BULL BUTTE (1989)
 TH0052
 TH0052                         *CURRENT SURVEY CONTROL
 TH0052  ___________________________________________________________________
 TH0052* NAD 83(1986)-  48 15 32.     (N)    104 04 33.     (W)     SCALED    
 TH0052* NAVD 88     -       746.258  (meters)    2448.35   (feet)  ADJUSTED  
 TH0052  ___________________________________________________________________
 TH0052  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TH0052  DYNAMIC HT  -         746.336 (meters)    2448.60  (feet)  COMP
 TH0052  MODELED GRAV-     980,690.4   (mgal)                       NAVD 88
 TH0052
 TH0052  VERT ORDER  -  SECOND    CLASS 0
 TH0052
 TH0052.The horizontal coordinates were scaled from a topographic map and have
 TH0052.an estimated accuracy of +/- 6 seconds.
 TH0052
 TH0052.The orthometric height was determined by differential leveling
 TH0052.and adjusted by the National Geodetic Survey in June 1991..
 TH0052
 TH0052.The geoid height was determined by GEOID03.
 TH0052
 TH0052.The dynamic height is computed by dividing the NAVD 88
 TH0052.geopotential number by the normal gravity value computed on the
 TH0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0052.degrees latitude (g = 980.6199 gals.).
 TH0052
 TH0052.The modeled gravity was interpolated from observed gravity values.
 TH0052
 TH0052;                    North         East    Units  Estimated Accuracy
 TH0052;SPC MT       -   459,410.    1,002,280.      MT  (+/- 180 meters Scaled)
 TH0052
 TH0052                          SUPERSEDED SURVEY CONTROL
 TH0052
 TH0052  NGVD 29 (??/??/92)  745.714  (m)         2446.56   (f) ADJ UNCH    2 0
 TH0052
 TH0052.Superseded values are not recommended for survey control.
 TH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0052.See file dsdata.txt to determine how the superseded data were derived.
 TH0052
 TH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP685454(NAD 83)
 TH0052_MARKER: DB = BENCH MARK DISK
 TH0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0052_STAMPING: J-250 1935
 TH0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0052+STABILITY: SURFACE MOTION
 TH0052
 TH0052  HISTORY     - Date     Condition        Report By
 TH0052  HISTORY     - 1935     MONUMENTED       CGS
 TH0052  HISTORY     - 1974     MARK NOT FOUND   USGS
 TH0052
 TH0052                          STATION DESCRIPTION
 TH0052
 TH0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0052'17.9 MI N FROM BAINVILLE.
 TH0052'17.9 MILES N OF DEPOT ALONG AN EAST-WEST ROAD AT JUNCTION OF T-ROAD
 TH0052'NORTH.  1.4 MILES WEST OF THE MONTANA-NORTH DAKOTA LINE.  SET AT SOUTH
 TH0052'EAST CORNER OF WEST 1/2 SEC. 17, T-29, R-59. 28 FEET WEST, THENCE 30
 TH0052'FEET NORTH OF CENTERLINE OF THE JUNCTION.  3 FEET NORTH EAST OF
 TH0052'RIGHT-OF-WAY FENCE CORNER.  AT ROAD LEVEL.
 TH0052
 TH0052                          STATION RECOVERY (1974)
 TH0052
 TH0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TH0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0036 ***********************************************************************
 TH0036  DESIGNATION -  J 251
 TH0036  PID         -  TH0036
 TH0036  STATE/COUNTY-  MT/SHERIDAN
 TH0036  USGS QUAD   -  DAGMAR (1988)
 TH0036
 TH0036                         *CURRENT SURVEY CONTROL
 TH0036  ___________________________________________________________________
 TH0036* NAD 83(1986)-  48 30 17.     (N)    104 10 25.     (W)     SCALED    
 TH0036* NAVD 88     -       606.069  (meters)    1988.41   (feet)  ADJUSTED  
 TH0036  ___________________________________________________________________
 TH0036  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TH0036  DYNAMIC HT  -         606.164 (meters)    1988.72  (feet)  COMP
 TH0036  MODELED GRAV-     980,748.0   (mgal)                       NAVD 88
 TH0036
 TH0036  VERT ORDER  -  SECOND    CLASS 0
 TH0036
 TH0036.The horizontal coordinates were scaled from a topographic map and have
 TH0036.an estimated accuracy of +/- 6 seconds.
 TH0036
 TH0036.The orthometric height was determined by differential leveling
 TH0036.and adjusted by the National Geodetic Survey in June 1991..
 TH0036
 TH0036.The geoid height was determined by GEOID03.
 TH0036
 TH0036.The dynamic height is computed by dividing the NAVD 88
 TH0036.geopotential number by the normal gravity value computed on the
 TH0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0036.degrees latitude (g = 980.6199 gals.).
 TH0036
 TH0036.The modeled gravity was interpolated from observed gravity values.
 TH0036
 TH0036;                    North         East    Units  Estimated Accuracy
 TH0036;SPC MT       -   486,170.      993,180.      MT  (+/- 180 meters Scaled)
 TH0036
 TH0036                          SUPERSEDED SURVEY CONTROL
 TH0036
 TH0036  NGVD 29 (??/??/92)  605.573  (m)         1986.78   (f) ADJ UNCH    2 0
 TH0036
 TH0036.Superseded values are not recommended for survey control.
 TH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0036.See file dsdata.txt to determine how the superseded data were derived.
 TH0036
 TH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP610727(NAD 83)
 TH0036_MARKER: DB = BENCH MARK DISK
 TH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0036_STAMPING: J-251 1935
 TH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0036+STABILITY: SURFACE MOTION
 TH0036
 TH0036  HISTORY     - Date     Condition        Report By
 TH0036  HISTORY     - 1935     MONUMENTED       CGS
 TH0036
 TH0036                          STATION DESCRIPTION
 TH0036
 TH0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0036'16.3 MI E FROM MEDICINE LAKE.
 TH0036'16.3 MILES EAST, OF DEPOT SET AT NORTH EAST CORNER OF SEC. 28, T-32,
 TH0036'R-58.  AT SCHOOL GROUNDS.  SET IN LINE WITH NORTH SIDE OF BUILDING. 84
 TH0036'FEET EAST OF EAST SIDE OF BUILDING.  30 FEET WEST OF CENTERLINE OF
 TH0036'NORTH-SOUTH ROAD.  118 FEET SOUTH OF CENTERLINE OF JUNCTION OF T-TRAIL
 TH0036'WEST.  2 FEET ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0232 ***********************************************************************
 SP0232  DESIGNATION -  J 252
 SP0232  PID         -  SP0232
 SP0232  STATE/COUNTY-  MT/MCCONE
 SP0232  USGS QUAD   -  NORTH FORK HORSE CREEK (1983)
 SP0232
 SP0232                         *CURRENT SURVEY CONTROL
 SP0232  ___________________________________________________________________
 SP0232* NAD 83(1986)-  47 36 30.     (N)    105 51 20.     (W)     SCALED    
 SP0232* NAVD 88     -       787.480  (meters)    2583.59   (feet)  ADJUSTED  
 SP0232  ___________________________________________________________________
 SP0232  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 SP0232  DYNAMIC HT  -         787.512 (meters)    2583.70  (feet)  COMP
 SP0232  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 SP0232
 SP0232  VERT ORDER  -  SECOND    CLASS 0
 SP0232
 SP0232.The horizontal coordinates were scaled from a topographic map and have
 SP0232.an estimated accuracy of +/- 6 seconds.
 SP0232
 SP0232.The orthometric height was determined by differential leveling
 SP0232.and adjusted by the National Geodetic Survey in June 1991..
 SP0232
 SP0232.The geoid height was determined by GEOID03.
 SP0232
 SP0232.The dynamic height is computed by dividing the NAVD 88
 SP0232.geopotential number by the normal gravity value computed on the
 SP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0232.degrees latitude (g = 980.6199 gals.).
 SP0232
 SP0232.The modeled gravity was interpolated from observed gravity values.
 SP0232
 SP0232;                    North         East    Units  Estimated Accuracy
 SP0232;SPC MT       -   379,540.      873,770.      MT  (+/- 180 meters Scaled)
 SP0232
 SP0232                          SUPERSEDED SURVEY CONTROL
 SP0232
 SP0232  NGVD 29 (??/??/92)  786.862  (m)         2581.56   (f) ADJ UNCH    2 0
 SP0232
 SP0232.Superseded values are not recommended for survey control.
 SP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0232.See file dsdata.txt to determine how the superseded data were derived.
 SP0232
 SP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN356731(NAD 83)
 SP0232_MARKER: DB = BENCH MARK DISK
 SP0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0232_STAMPING: J 252 1935
 SP0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0232+STABILITY: SURFACE MOTION
 SP0232
 SP0232  HISTORY     - Date     Condition        Report By
 SP0232  HISTORY     - 1935     MONUMENTED       CGS
 SP0232  HISTORY     - 1977     GOOD             USGS
 SP0232
 SP0232                          STATION DESCRIPTION
 SP0232
 SP0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0232'2.1 MI SE FROM WELDON.
 SP0232'2.1 MILES SOUTHEAST ALONG THE CIRCLE ROAD FROM THE POST OFFICE AT
 SP0232'WELDON, MCCONE COUNTY, 180 FEET SOUTHEAST OF A GULLY, AT A RIGHT-ANGLE
 SP0232'CURVE, AT THE NORTH SLOPE OF A LONG HILL, 36 FEET NORTHEAST OF THE
 SP0232'CENTERLINE OF THE ROAD, 80 FEET SOUTHEAST OF A SHALE OUTCROP, AND
 SP0232'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED J 252 1935 AND SET IN
 SP0232'THE TOP OF A CONCRETE POST.
 SP0232
 SP0232                          STATION RECOVERY (1977)
 SP0232
 SP0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0232'1.0 MI. SE ALONG THE CIRCLE ROAD FROM WELDON JCT. TO A PRIVATE ROAD
 SP0232'EAST ON A CURVE, (PRIVATE ROAD IS OLD CIRCLE ROAD), THENCE 1.0 MI.
 SP0232'EAST ON OLD ROAD TO A CURVE SOUTH, BM IS IN THE NW CORNER OF THE SW
 SP0232'1/4 OF SEC. 5, T. 21 N., R. 46 E., AND IS 180 FT. SE OF A GULLY, 55
 SP0232'FT. NE OF THE C/L OF THE ROAD. A STANDARD DISK STAMPED J 252 1935 AND
 SP0232'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0065 ***********************************************************************
 SQ0065  DESIGNATION -  J 253
 SQ0065  PID         -  SQ0065
 SQ0065  STATE/COUNTY-  MT/MCCONE
 SQ0065  USGS QUAD   -  SAND ARROYO (1973)
 SQ0065
 SQ0065                         *CURRENT SURVEY CONTROL
 SQ0065  ___________________________________________________________________
 SQ0065* NAD 83(1986)-  47 45 27.     (N)    106 13 01.     (W)     SCALED    
 SQ0065* NAVD 88     -       715.671  (meters)    2348.00   (feet)  ADJUSTED  
 SQ0065  ___________________________________________________________________
 SQ0065  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SQ0065  DYNAMIC HT  -         715.721 (meters)    2348.16  (feet)  COMP
 SQ0065  MODELED GRAV-     980,657.6   (mgal)                       NAVD 88
 SQ0065
 SQ0065  VERT ORDER  -  SECOND    CLASS 0
 SQ0065
 SQ0065.The horizontal coordinates were scaled from a topographic map and have
 SQ0065.an estimated accuracy of +/- 6 seconds.
 SQ0065
 SQ0065.The orthometric height was determined by differential leveling
 SQ0065.and adjusted by the National Geodetic Survey in June 1991..
 SQ0065
 SQ0065.The geoid height was determined by GEOID03.
 SQ0065
 SQ0065.The dynamic height is computed by dividing the NAVD 88
 SQ0065.geopotential number by the normal gravity value computed on the
 SQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0065.degrees latitude (g = 980.6199 gals.).
 SQ0065
 SQ0065.The modeled gravity was interpolated from observed gravity values.
 SQ0065
 SQ0065;                    North         East    Units  Estimated Accuracy
 SQ0065;SPC MT       -   394,900.      845,940.      MT  (+/- 180 meters Scaled)
 SQ0065
 SQ0065                          SUPERSEDED SURVEY CONTROL
 SQ0065
 SQ0065  NGVD 29 (??/??/92)  715.054  (m)         2345.97   (f) ADJ UNCH    2 0
 SQ0065
 SQ0065.Superseded values are not recommended for survey control.
 SQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0065.See file dsdata.txt to determine how the superseded data were derived.
 SQ0065
 SQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN087900(NAD 83)
 SQ0065_MARKER: DB = BENCH MARK DISK
 SQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0065_STAMPING: J 253 1935
 SQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0065+STABILITY: SURFACE MOTION
 SQ0065
 SQ0065  HISTORY     - Date     Condition        Report By
 SQ0065  HISTORY     - 1935     MONUMENTED       CGS
 SQ0065  HISTORY     - 1973     GOOD             USGS
 SQ0065
 SQ0065                          STATION DESCRIPTION
 SQ0065
 SQ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0065'22.6 MI NW FROM WELDON.
 SQ0065'22.6 MILES NORTHWEST ALONG THE HAXBY ROAD AND TRAIL FROM THE POST
 SQ0065'OFFICE AT WELDON, MCCONE COUNTY, 1-1/2 MILES SOUTHWEST OF THE NELSON
 SQ0065'RANCH BUILDINGS, 1/2 MILE WEST OF THE JUNCTION OF A TRAIL, 200 FEET
 SQ0065'WEST OF A DRY WASH CROSSING, AT THE WEST SLOPE OF A HILL, 18 FEET
 SQ0065'NORTH OF THE CENTERLINE OF THE TRAIL, AND 6 INCHES HIGHER THAN THE
 SQ0065'TRAIL.  A STANDARD DISK, STAMPED J 253 1935 AND SET IN THE TOP OF A
 SQ0065'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- HAXBY, WELDON
 SQ0065'AND CONNECTING ROAD ABANDONED.  22.3 MI S ALONG ST HWY 24 FROM SE END
 SQ0065'OF FORT PECK RESERVOIR SPILLWAY, THENCE 3.1 MI W ALONG GRADED ROAD TO
 SQ0065'DRY WASH CROSSING, 500 FT S OF ROAD AS DESCRIBED.
 SQ0065
 SQ0065                          STATION RECOVERY (1973)
 SQ0065
 SQ0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0326 ***********************************************************************
 TJ0326  DESIGNATION -  J 254
 TJ0326  PID         -  TJ0326
 TJ0326  STATE/COUNTY-  MT/PHILLIPS
 TJ0326  USGS QUAD   -  SPENCER POINT (1984)
 TJ0326
 TJ0326                         *CURRENT SURVEY CONTROL
 TJ0326  ___________________________________________________________________
 TJ0326* NAD 83(1986)-  48 19 23.     (N)    107 17 42.     (W)     SCALED    
 TJ0326* NAVD 88     -       684.858  (meters)    2246.91   (feet)  ADJUSTED  
 TJ0326  ___________________________________________________________________
 TJ0326  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 TJ0326  DYNAMIC HT  -         684.951 (meters)    2247.21  (feet)  COMP
 TJ0326  MODELED GRAV-     980,724.8   (mgal)                       NAVD 88
 TJ0326
 TJ0326  VERT ORDER  -  SECOND    CLASS 0
 TJ0326
 TJ0326.The horizontal coordinates were scaled from a topographic map and have
 TJ0326.an estimated accuracy of +/- 6 seconds.
 TJ0326
 TJ0326.The orthometric height was determined by differential leveling
 TJ0326.and adjusted by the National Geodetic Survey in June 1991..
 TJ0326
 TJ0326.The geoid height was determined by GEOID03.
 TJ0326
 TJ0326.The dynamic height is computed by dividing the NAVD 88
 TJ0326.geopotential number by the normal gravity value computed on the
 TJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0326.degrees latitude (g = 980.6199 gals.).
 TJ0326
 TJ0326.The modeled gravity was interpolated from observed gravity values.
 TJ0326
 TJ0326;                    North         East    Units  Estimated Accuracy
 TJ0326;SPC MT       -   454,900.      763,440.      MT  (+/- 180 meters Scaled)
 TJ0326
 TJ0326                          SUPERSEDED SURVEY CONTROL
 TJ0326
 TJ0326  NGVD 29 (??/??/92)  684.173  (m)         2244.66   (f) ADJ UNCH    2 0
 TJ0326
 TJ0326.Superseded values are not recommended for survey control.
 TJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0326.See file dsdata.txt to determine how the superseded data were derived.
 TJ0326
 TJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP298547(NAD 83)
 TJ0326_MARKER: DB = BENCH MARK DISK
 TJ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0326_STAMPING: J 254 1935
 TJ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0326+STABILITY: SURFACE MOTION
 TJ0326
 TJ0326  HISTORY     - Date     Condition        Report By
 TJ0326  HISTORY     - 1935     MONUMENTED       CGS
 TJ0326  HISTORY     - 1948     GOOD             NGS
 TJ0326  HISTORY     - 1981     GOOD             LOCSUR
 TJ0326
 TJ0326                          STATION DESCRIPTION
 TJ0326
 TJ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0326'10.9 MI S FROM SACO.
 TJ0326'10.9 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0326'RAILWAY STATION AT SACO, 49.0 FEET EAST OF AND 3.0 FEET LOWER THAN
 TJ0326'THE CENTER LINE OF THE ROAD, 4.9 FEET SOUTHEAST OF A T FENCE CORNER,
 TJ0326'4.0 FEET EAST OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, AND SET
 TJ0326'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TJ0326
 TJ0326                          STATION RECOVERY (1981)
 TJ0326
 TJ0326'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TJ0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0541 ***********************************************************************
 TJ0541  DESIGNATION -  J 255
 TJ0541  PID         -  TJ0541
 TJ0541  STATE/COUNTY-  MT/VALLEY
 TJ0541  USGS QUAD   -  HARB SW (1984)
 TJ0541
 TJ0541                         *CURRENT SURVEY CONTROL
 TJ0541  ___________________________________________________________________
 TJ0541* NAD 83(1986)-  48 00 55.     (N)    107 22 34.     (W)     SCALED    
 TJ0541* NAVD 88     -       751.095  (meters)    2464.22   (feet)  ADJUSTED  
 TJ0541  ___________________________________________________________________
 TJ0541  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TJ0541  DYNAMIC HT  -         751.151 (meters)    2464.40  (feet)  COMP
 TJ0541  MODELED GRAV-     980,661.6   (mgal)                       NAVD 88
 TJ0541
 TJ0541  VERT ORDER  -  SECOND    CLASS 0
 TJ0541
 TJ0541.The horizontal coordinates were scaled from a topographic map and have
 TJ0541.an estimated accuracy of +/- 6 seconds.
 TJ0541
 TJ0541.The orthometric height was determined by differential leveling
 TJ0541.and adjusted by the National Geodetic Survey in June 1991..
 TJ0541
 TJ0541.The geoid height was determined by GEOID03.
 TJ0541
 TJ0541.The dynamic height is computed by dividing the NAVD 88
 TJ0541.geopotential number by the normal gravity value computed on the
 TJ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0541.degrees latitude (g = 980.6199 gals.).
 TJ0541
 TJ0541.The modeled gravity was interpolated from observed gravity values.
 TJ0541
 TJ0541;                    North         East    Units  Estimated Accuracy
 TJ0541;SPC MT       -   420,540.      758,360.      MT  (+/- 180 meters Scaled)
 TJ0541
 TJ0541                          SUPERSEDED SURVEY CONTROL
 TJ0541
 TJ0541  NGVD 29 (??/??/92)  750.383  (m)         2461.88   (f) ADJ UNCH    2 0
 TJ0541
 TJ0541.Superseded values are not recommended for survey control.
 TJ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0541.See file dsdata.txt to determine how the superseded data were derived.
 TJ0541
 TJ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP228207(NAD 83)
 TJ0541_MARKER: DB = BENCH MARK DISK
 TJ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0541_STAMPING: J 255 1935
 TJ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0541+STABILITY: SURFACE MOTION
 TJ0541
 TJ0541  HISTORY     - Date     Condition        Report By
 TJ0541  HISTORY     - 1935     MONUMENTED       CGS
 TJ0541  HISTORY     - 1948     GOOD             NGS
 TJ0541  HISTORY     - 1952     GOOD             NGS
 TJ0541
 TJ0541                          STATION DESCRIPTION
 TJ0541
 TJ0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0541'34.85 MI S FROM SACO.
 TJ0541'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0541'RAILWAY STATION AT SACO, THENCE 1.85 MILES SOUTH ALONG A DIM TRAIL,
 TJ0541'0.25 MILE WEST AND 1.45 MILES SOUTH OF THE MCCUNE RANCH HOUSE, 13.0
 TJ0541'FEET EAST OF THE CENTER LINE OF THE ROAD (FROM THE CENTER OF A WIRE
 TJ0541'GATE), 2.5 FEET SOUTH OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST
 TJ0541'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 TJ0541'GROUND.
 TJ0541
 TJ0541                          STATION RECOVERY (1952)
 TJ0541
 TJ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TJ0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0422 ***********************************************************************
 SQ0422  DESIGNATION -  J 256
 SQ0422  PID         -  SQ0422
 SQ0422  STATE/COUNTY-  MT/PHILLIPS
 SQ0422  USGS QUAD   -  SHEEP COULEE (1987)
 SQ0422
 SQ0422                         *CURRENT SURVEY CONTROL
 SQ0422  ___________________________________________________________________
 SQ0422* NAD 83(1986)-  47 52 40.     (N)    107 42 20.     (W)     SCALED    
 SQ0422* NAVD 88     -       713.730  (meters)    2341.63   (feet)  ADJUSTED  
 SQ0422  ___________________________________________________________________
 SQ0422  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 SQ0422  DYNAMIC HT  -         713.769 (meters)    2341.76  (feet)  COMP
 SQ0422  MODELED GRAV-     980,643.0   (mgal)                       NAVD 88
 SQ0422
 SQ0422  VERT ORDER  -  SECOND    CLASS 0
 SQ0422
 SQ0422.The horizontal coordinates were scaled from a topographic map and have
 SQ0422.an estimated accuracy of +/- 6 seconds.
 SQ0422
 SQ0422.The orthometric height was determined by differential leveling
 SQ0422.and adjusted by the National Geodetic Survey in June 1991..
 SQ0422
 SQ0422.The geoid height was determined by GEOID03.
 SQ0422
 SQ0422.The dynamic height is computed by dividing the NAVD 88
 SQ0422.geopotential number by the normal gravity value computed on the
 SQ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0422.degrees latitude (g = 980.6199 gals.).
 SQ0422
 SQ0422.The modeled gravity was interpolated from observed gravity values.
 SQ0422
 SQ0422;                    North         East    Units  Estimated Accuracy
 SQ0422;SPC MT       -   404,650.      734,150.      MT  (+/- 180 meters Scaled)
 SQ0422
 SQ0422                          SUPERSEDED SURVEY CONTROL
 SQ0422
 SQ0422  NGVD 29 (??/??/92)  712.998  (m)         2339.23   (f) ADJ UNCH    2 0
 SQ0422
 SQ0422.Superseded values are not recommended for survey control.
 SQ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0422.See file dsdata.txt to determine how the superseded data were derived.
 SQ0422
 SQ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP977062(NAD 83)
 SQ0422_MARKER: DB = BENCH MARK DISK
 SQ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0422_STAMPING: J 256 1935
 SQ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0422+STABILITY: SURFACE MOTION
 SQ0422
 SQ0422  HISTORY     - Date     Condition        Report By
 SQ0422  HISTORY     - 1935     MONUMENTED       CGS
 SQ0422  HISTORY     - 1965     GOOD             USGS
 SQ0422
 SQ0422                          STATION DESCRIPTION
 SQ0422
 SQ0422'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0422'4.2 MI NE FROM SUN PRAIRIE.
 SQ0422'SUN PRAIRIE CEMETERY.  0.9 MILES NORTH ALONG GRADED GRAVEL ROAD TO
 SQ0422'HOLZHEY RANCH.  THENCE 3.3 MILES NORTHEAST ALONG TRACK ROAD TO FENCE
 SQ0422'CORNER, AT NORTH EDGE OF ROAD. 1 FT NORTH AND 3 FT WEST OF FENCE
 SQ0422'CORNER, 2 FT EAST OF USGLO 1/4 SECTION CORNER, T25N.  R31E S34 S35. A
 SQ0422'STANDARD DISK SET IN TOP OF A CONCRETE POST AND PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0175 ***********************************************************************
 SP0175  DESIGNATION -  J 257
 SP0175  PID         -  SP0175
 SP0175  STATE/COUNTY-  MT/PRAIRIE
 SP0175  USGS QUAD   -  DIAMOND G BUTTE (1983)
 SP0175
 SP0175                         *CURRENT SURVEY CONTROL
 SP0175  ___________________________________________________________________
 SP0175* NAD 83(1986)-  47 05 34.     (N)    105 19 28.     (W)     SCALED    
 SP0175* NAVD 88     -       882.838  (meters)    2896.44   (feet)  ADJUSTED  
 SP0175  ___________________________________________________________________
 SP0175  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 SP0175  DYNAMIC HT  -         882.807 (meters)    2896.34  (feet)  COMP
 SP0175  MODELED GRAV-     980,547.8   (mgal)                       NAVD 88
 SP0175
 SP0175  VERT ORDER  -  SECOND    CLASS 0
 SP0175
 SP0175.The horizontal coordinates were scaled from a topographic map and have
 SP0175.an estimated accuracy of +/- 6 seconds.
 SP0175
 SP0175.The orthometric height was determined by differential leveling
 SP0175.and adjusted by the National Geodetic Survey in June 1991..
 SP0175
 SP0175.The geoid height was determined by GEOID03.
 SP0175
 SP0175.The dynamic height is computed by dividing the NAVD 88
 SP0175.geopotential number by the normal gravity value computed on the
 SP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0175.degrees latitude (g = 980.6199 gals.).
 SP0175
 SP0175.The modeled gravity was interpolated from observed gravity values.
 SP0175
 SP0175;                    North         East    Units  Estimated Accuracy
 SP0175;SPC MT       -   324,330.      916,680.      MT  (+/- 180 meters Scaled)
 SP0175
 SP0175                          SUPERSEDED SURVEY CONTROL
 SP0175
 SP0175  NGVD 29 (??/??/92)  882.220  (m)         2894.42   (f) ADJ UNCH    2 0
 SP0175
 SP0175.Superseded values are not recommended for survey control.
 SP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0175.See file dsdata.txt to determine how the superseded data were derived.
 SP0175
 SP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN753155(NAD 83)
 SP0175_MARKER: DB = BENCH MARK DISK
 SP0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0175_STAMPING: J-257 1935
 SP0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0175+STABILITY: SURFACE MOTION
 SP0175
 SP0175  HISTORY     - Date     Condition        Report By
 SP0175  HISTORY     - 1935     MONUMENTED       CGS
 SP0175
 SP0175                          STATION DESCRIPTION
 SP0175
 SP0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0175'7.8 MI SW FROM UNION.
 SP0175'ALONG ROADS.  0.6 MILES SOUTH OF UNION, THENCE 1.1 MILES WEST, THENCE
 SP0175'6.1 MILES SOUTH.  30 FEET EAST OF CENTERLINE OF CROSS ROAD.  36 FEET
 SP0175'SOUTH OF CENTERLINE OF THE ROAD.  2 FEET WEST OF RIGHT-OF-WAY FENCE. 4
 SP0175'FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0360 ***********************************************************************
 RT0360  DESIGNATION -  J 258
 RT0360  PID         -  RT0360
 RT0360  STATE/COUNTY-  MT/PRAIRIE
 RT0360  USGS QUAD   -  COMBS RANCH (1965)
 RT0360
 RT0360                         *CURRENT SURVEY CONTROL
 RT0360  ___________________________________________________________________
 RT0360* NAD 83(1986)-  46 54 14.     (N)    105 55 01.     (W)     SCALED    
 RT0360* NAVD 88     -       887.685  (meters)    2912.35   (feet)  ADJUSTED  
 RT0360  ___________________________________________________________________
 RT0360  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RT0360  DYNAMIC HT  -         887.635 (meters)    2912.18  (feet)  COMP
 RT0360  MODELED GRAV-     980,527.6   (mgal)                       NAVD 88
 RT0360
 RT0360  VERT ORDER  -  SECOND    CLASS 0
 RT0360
 RT0360.The horizontal coordinates were scaled from a topographic map and have
 RT0360.an estimated accuracy of +/- 6 seconds.
 RT0360
 RT0360.The orthometric height was determined by differential leveling
 RT0360.and adjusted by the National Geodetic Survey in June 1991..
 RT0360
 RT0360.The geoid height was determined by GEOID03.
 RT0360
 RT0360.The dynamic height is computed by dividing the NAVD 88
 RT0360.geopotential number by the normal gravity value computed on the
 RT0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0360.degrees latitude (g = 980.6199 gals.).
 RT0360
 RT0360.The modeled gravity was interpolated from observed gravity values.
 RT0360
 RT0360;                    North         East    Units  Estimated Accuracy
 RT0360;SPC MT       -   301,140.      872,740.      MT  (+/- 180 meters Scaled)
 RT0360
 RT0360                          SUPERSEDED SURVEY CONTROL
 RT0360
 RT0360  NGVD 29 (??/??/92)  887.037  (m)         2910.22   (f) ADJ UNCH    2 0
 RT0360
 RT0360.Superseded values are not recommended for survey control.
 RT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0360.See file dsdata.txt to determine how the superseded data were derived.
 RT0360
 RT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM301948(NAD 83)
 RT0360_MARKER: DB = BENCH MARK DISK
 RT0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0360_STAMPING: J 258 1935
 RT0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0360+STABILITY: SURFACE MOTION
 RT0360
 RT0360  HISTORY     - Date     Condition        Report By
 RT0360  HISTORY     - 1935     MONUMENTED       CGS
 RT0360
 RT0360                          STATION DESCRIPTION
 RT0360
 RT0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0360'9.0 MI E FROM CROW ROCK.
 RT0360'9.0 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT CROW ROCK,
 RT0360'0.8 MILE SOUTH OF A LONE BUTTE, IN A SMALL VALLEY, 210 FEET NORTHEAST
 RT0360'OF A LARGE CREEK, AT A RANCH ENTRANCE, 39 FEET SOUTH OF THE CENTERLINE
 RT0360'OF THE ROAD, 24 FEET WEST OF THE CENTER OF THE ENTRANCE, 3 FEET INSIDE
 RT0360'THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 RT0360'STAMPED J 258 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0049 ***********************************************************************
 RT0049  DESIGNATION -  J 259
 RT0049  PID         -  RT0049
 RT0049  STATE/COUNTY-  MT/FALLON
 RT0049  USGS QUAD   -  AYER SPRING NE (1981)
 RT0049
 RT0049                         *CURRENT SURVEY CONTROL
 RT0049  ___________________________________________________________________
 RT0049* NAD 83(1986)-  46 40 13.     (N)    104 31 41.     (W)     SCALED    
 RT0049* NAVD 88     -       796.380  (meters)    2612.79   (feet)  ADJUSTED  
 RT0049  ___________________________________________________________________
 RT0049  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RT0049  DYNAMIC HT  -         796.343 (meters)    2612.67  (feet)  COMP
 RT0049  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 RT0049
 RT0049  VERT ORDER  -  SECOND    CLASS 0
 RT0049
 RT0049.The horizontal coordinates were scaled from a topographic map and have
 RT0049.an estimated accuracy of +/- 6 seconds.
 RT0049
 RT0049.The orthometric height was determined by differential leveling
 RT0049.and adjusted by the National Geodetic Survey in June 1991..
 RT0049
 RT0049.The geoid height was determined by GEOID03.
 RT0049
 RT0049.The dynamic height is computed by dividing the NAVD 88
 RT0049.geopotential number by the normal gravity value computed on the
 RT0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0049.degrees latitude (g = 980.6199 gals.).
 RT0049
 RT0049.The modeled gravity was interpolated from observed gravity values.
 RT0049
 RT0049;                    North         East    Units  Estimated Accuracy
 RT0049;SPC MT       -   281,010.      979,990.      MT  (+/- 180 meters Scaled)
 RT0049
 RT0049                          SUPERSEDED SURVEY CONTROL
 RT0049
 RT0049  NGVD 29 (??/??/92)  795.807  (m)         2610.91   (f) ADJ UNCH    2 0
 RT0049
 RT0049.Superseded values are not recommended for survey control.
 RT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0049.See file dsdata.txt to determine how the superseded data were derived.
 RT0049
 RT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM361686(NAD 83)
 RT0049_MARKER: DB = BENCH MARK DISK
 RT0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0049_STAMPING: J 259 1935
 RT0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0049+STABILITY: SURFACE MOTION
 RT0049
 RT0049  HISTORY     - Date     Condition        Report By
 RT0049  HISTORY     - 1935     MONUMENTED       CGS
 RT0049  HISTORY     - 1976     GOOD             USGS
 RT0049
 RT0049                          STATION DESCRIPTION
 RT0049
 RT0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0049'30.2 MI SW FROM CARLYLE.
 RT0049'IN FALLON COUNTY, 7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE,
 RT0049'WIBAUX COUNTY, 2 MILES NORTH, 3 MILES WEST, 3 MILES SOUTH, 1 MILE
 RT0049'WEST, 4 MILES SOUTHWEST, 2 MILES NORTH, AND 7.8 MILES WEST ALONG ROADS
 RT0049'AND TRAILS.  0.3 MILE EAST OF A RANCH CABIN, 0.2 MILE NORTH OF A LOW
 RT0049'BUTTE, 300 FEET WEST OF A CREEK, 36 FEET SOUTH OF THE CENTERLINE OF
 RT0049'THE TRAIL, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT
 RT0049'HIGHER THAN THE TRAIL.  A STANDARD DISK, STAMPED J 259 1935 AND SET IN
 RT0049'THE TOP OF A CONCRETE POST.
 RT0049
 RT0049                          STATION RECOVERY (1976)
 RT0049
 RT0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0049'THIS BENCH MARK IS ABOUT 26.8 MILES NW OF BAKER, MONTANA. IT IS IN
 RT0049'THE NE 1/4 OF SEC. 34 T. 11 N. R. 57 E. IT IS 326 FT. W. AND 24 FT.
 RT0049'S. OF RD. AT DRAIN CROSSING. A STANDARD DISK, STAMPED J-259 1935 AND
 RT0049'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0229 ***********************************************************************
 TL0229  DESIGNATION -  J 26
 TL0229  PID         -  TL0229
 TL0229  STATE/COUNTY-  MT/LIBERTY
 TL0229  USGS QUAD   -  LOTHAIR (1970)
 TL0229
 TL0229                         *CURRENT SURVEY CONTROL
 TL0229  ___________________________________________________________________
 TL0229* NAD 83(1986)-  48 28 52.     (N)    111 12 25.     (W)     SCALED    
 TL0229* NAVD 88     -      1002.095  (meters)    3287.71   (feet)  POSTED    
 TL0229  ___________________________________________________________________
 TL0229  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 TL0229  DYNAMIC HT  -        1002.170 (meters)    3287.95  (feet)  COMP
 TL0229  MODELED GRAV-     980,653.2   (mgal)                       NAVD 88
 TL0229
 TL0229  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0229
 TL0229.The horizontal coordinates were scaled from a topographic map and have
 TL0229.an estimated accuracy of +/- 6 seconds.
 TL0229
 TL0229.The orthometric height was determined by differential leveling
 TL0229.and adjusted by the National Geodetic Survey in 1992..
 TL0229.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0229.rate of 0.0 thru 1.0 mm/km.
 TL0229
 TL0229.The geoid height was determined by GEOID03.
 TL0229
 TL0229.The dynamic height is computed by dividing the NAVD 88
 TL0229.geopotential number by the normal gravity value computed on the
 TL0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0229.degrees latitude (g = 980.6199 gals.).
 TL0229
 TL0229.The modeled gravity was interpolated from observed gravity values.
 TL0229
 TL0229;                    North         East    Units  Estimated Accuracy
 TL0229;SPC MT       -   471,550.      473,850.      MT  (+/- 180 meters Scaled)
 TL0229
 TL0229                          SUPERSEDED SURVEY CONTROL
 TL0229
 TL0229  NGVD 29 (??/??/92) 1001.196  (m)         3284.76   (f) ADJ UNCH    1 2
 TL0229
 TL0229.Superseded values are not recommended for survey control.
 TL0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0229.See file dsdata.txt to determine how the superseded data were derived.
 TL0229
 TL0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU847697(NAD 83)
 TL0229_MARKER: DB = BENCH MARK DISK
 TL0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0229_SP_SET: CULVERT
 TL0229_STAMPING: 3284.757
 TL0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0229
 TL0229  HISTORY     - Date     Condition        Report By
 TL0229  HISTORY     - UNK      MONUMENTED       CGS
 TL0229  HISTORY     - 1934     GOOD             NGS
 TL0229  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0229
 TL0229                          STATION DESCRIPTION
 TL0229
 TL0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0229'1.5 MI E FROM LOTHAIR.
 TL0229'1-1/2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM LOTHAIR,
 TL0229'LIBERTY COUNTY, AT A CULVERT, AND IN THE TOP OF THE WEST END OF THE
 TL0229'NORTH HEADWALL.  A STANDARD DISK, STAMPED 3284.757.
 TL0229
 TL0229                          STATION RECOVERY (1979)
 TL0229
 TL0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0229'NOTE=THIS MARK WAS RECOVERED BUT COULD NOT BE FOUND AT TIME
 TL0229'OF LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0044 ***********************************************************************
 RU0044  DESIGNATION -  J 260
 RU0044  PID         -  RU0044
 RU0044  STATE/COUNTY-  MT/ROSEBUD
 RU0044  USGS QUAD   -  VAN BURTON CREEK (1969)
 RU0044
 RU0044                         *CURRENT SURVEY CONTROL
 RU0044  ___________________________________________________________________
 RU0044* NAD 83(1986)-  46 43 48.     (N)    106 26 08.     (W)     SCALED    
 RU0044* NAVD 88     -       935.133  (meters)    3068.02   (feet)  ADJUSTED  
 RU0044  ___________________________________________________________________
 RU0044  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 RU0044  DYNAMIC HT  -         935.062 (meters)    3067.78  (feet)  COMP
 RU0044  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 RU0044
 RU0044  VERT ORDER  -  SECOND    CLASS 0
 RU0044
 RU0044.The horizontal coordinates were scaled from a topographic map and have
 RU0044.an estimated accuracy of +/- 6 seconds.
 RU0044
 RU0044.The orthometric height was determined by differential leveling
 RU0044.and adjusted by the National Geodetic Survey in June 1991..
 RU0044
 RU0044.The geoid height was determined by GEOID03.
 RU0044
 RU0044.The dynamic height is computed by dividing the NAVD 88
 RU0044.geopotential number by the normal gravity value computed on the
 RU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0044.degrees latitude (g = 980.6199 gals.).
 RU0044
 RU0044.The modeled gravity was interpolated from observed gravity values.
 RU0044
 RU0044;                    North         East    Units  Estimated Accuracy
 RU0044;SPC MT       -   280,160.      834,040.      MT  (+/- 180 meters Scaled)
 RU0044
 RU0044                          SUPERSEDED SURVEY CONTROL
 RU0044
 RU0044.No superseded survey control is available for this station.
 RU0044
 RU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM903761(NAD 83)
 RU0044_MARKER: DB = BENCH MARK DISK
 RU0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0044_STAMPING: J 260 1935
 RU0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0044+STABILITY: SURFACE MOTION
 RU0044
 RU0044  HISTORY     - Date     Condition        Report By
 RU0044  HISTORY     - 1935     MONUMENTED       CGS
 RU0044  HISTORY     - 1937     GOOD             NGS
 RU0044
 RU0044                          STATION DESCRIPTION
 RU0044
 RU0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0044'11.2 MI W FROM ANGELA.
 RU0044'11.2 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT ANGELA,
 RU0044'ROSEBUD COUNTY, 1.1 MILES EAST OF A FRAME SCHOOLHOUSE, 300 FEET SOUTH
 RU0044'OF A COULEE, AT A SECTION CORNER, NEAR THE TOP OF A GRADE, 45 FEET
 RU0044'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A FENCE, AND ABOUT
 RU0044'3 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED J 260 1935 AND
 RU0044'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0165 ***********************************************************************
 SQ0165  DESIGNATION -  J 261
 SQ0165  PID         -  SQ0165
 SQ0165  STATE/COUNTY-  MT/GARFIELD
 SQ0165  USGS QUAD   -  DARBY BUTTES SW (1965)
 SQ0165
 SQ0165                         *CURRENT SURVEY CONTROL
 SQ0165  ___________________________________________________________________
 SQ0165* NAD 83(1986)-  47 00 16.     (N)    106 53 42.     (W)     SCALED    
 SQ0165* NAVD 88     -       903.238  (meters)    2963.37   (feet)  ADJUSTED  
 SQ0165  ___________________________________________________________________
 SQ0165  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 SQ0165  DYNAMIC HT  -         903.195 (meters)    2963.23  (feet)  COMP
 SQ0165  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 SQ0165
 SQ0165  VERT ORDER  -  SECOND    CLASS 0
 SQ0165
 SQ0165.The horizontal coordinates were scaled from a topographic map and have
 SQ0165.an estimated accuracy of +/- 6 seconds.
 SQ0165
 SQ0165.The orthometric height was determined by differential leveling
 SQ0165.and adjusted by the National Geodetic Survey in June 1991..
 SQ0165
 SQ0165.The geoid height was determined by GEOID03.
 SQ0165
 SQ0165.The dynamic height is computed by dividing the NAVD 88
 SQ0165.geopotential number by the normal gravity value computed on the
 SQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0165.degrees latitude (g = 980.6199 gals.).
 SQ0165
 SQ0165.The modeled gravity was interpolated from observed gravity values.
 SQ0165
 SQ0165;                    North         East    Units  Estimated Accuracy
 SQ0165;SPC MT       -   309,360.      797,950.      MT  (+/- 180 meters Scaled)
 SQ0165
 SQ0165                          SUPERSEDED SURVEY CONTROL
 SQ0165
 SQ0165  NGVD 29 (??/??/92)  902.564  (m)         2961.16   (f) ADJ UNCH    2 0
 SQ0165
 SQ0165.Superseded values are not recommended for survey control.
 SQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0165.See file dsdata.txt to determine how the superseded data were derived.
 SQ0165
 SQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN559074(NAD 83)
 SQ0165_MARKER: DB = BENCH MARK DISK
 SQ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0165_STAMPING: J-261 1935
 SQ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0165+STABILITY: SURFACE MOTION
 SQ0165
 SQ0165  HISTORY     - Date     Condition        Report By
 SQ0165  HISTORY     - 1935     MONUMENTED       CGS
 SQ0165  HISTORY     - 1965     GOOD             USGS
 SQ0165
 SQ0165                          STATION DESCRIPTION
 SQ0165
 SQ0165'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0165'17.8 MI SW FROM COHAGEN.
 SQ0165'COHAGEN, 17.8 MILES SW OF ALONG GRADED COUNTY ROAD.  NEAR THE NORTH
 SQ0165'LINE OF SECTION 3.  T-14-N R-38-E.  ABOUT 0.15 MILE SOUTH OF A LARGE
 SQ0165'STOCK POND.  ABOUT 650 FT WSW OF A WOODEN BRIDGE OVER WOLF CREEK.
 SQ0165'ABOUT 200 FT SE OF A GRADED ROAD.  122 FT NORTH OF ANOTHER GRADED
 SQ0165'ROAD.  160 FT NE OF THE LANE TO THE TOM HANSON RANCH.  IN TOP OF A
 SQ0165'CONCRETE POST.  A STANDARD USC AND GS DISK STAMPED J-261 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0245 ***********************************************************************
 RU0245  DESIGNATION -  J 262
 RU0245  PID         -  RU0245
 RU0245  STATE/COUNTY-  MT/ROSEBUD
 RU0245  USGS QUAD   -  HOLE-IN-THE-ROCK (1980)
 RU0245
 RU0245                         *CURRENT SURVEY CONTROL
 RU0245  ___________________________________________________________________
 RU0245* NAD 83(1986)-  46 46 47.     (N)    107 09 42.     (W)     SCALED    
 RU0245* NAVD 88     -       882.019  (meters)    2893.76   (feet)  ADJUSTED  
 RU0245  ___________________________________________________________________
 RU0245  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 RU0245  DYNAMIC HT  -         881.963 (meters)    2893.57  (feet)  COMP
 RU0245  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 RU0245
 RU0245  VERT ORDER  -  SECOND    CLASS 0
 RU0245
 RU0245.The horizontal coordinates were scaled from a topographic map and have
 RU0245.an estimated accuracy of +/- 6 seconds.
 RU0245
 RU0245.The orthometric height was determined by differential leveling
 RU0245.and adjusted by the National Geodetic Survey in June 1991..
 RU0245
 RU0245.The geoid height was determined by GEOID03.
 RU0245
 RU0245.The dynamic height is computed by dividing the NAVD 88
 RU0245.geopotential number by the normal gravity value computed on the
 RU0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0245.degrees latitude (g = 980.6199 gals.).
 RU0245
 RU0245.The modeled gravity was interpolated from observed gravity values.
 RU0245
 RU0245;                    North         East    Units  Estimated Accuracy
 RU0245;SPC MT       -   283,770.      778,440.      MT  (+/- 180 meters Scaled)
 RU0245
 RU0245                          SUPERSEDED SURVEY CONTROL
 RU0245
 RU0245  NGVD 29 (??/??/92)  881.340  (m)         2891.53   (f) ADJ UNCH    2 0
 RU0245
 RU0245.Superseded values are not recommended for survey control.
 RU0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0245.See file dsdata.txt to determine how the superseded data were derived.
 RU0245
 RU0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM349829(NAD 83)
 RU0245_MARKER: DB = BENCH MARK DISK
 RU0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0245_STAMPING: J 262 1935
 RU0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0245+STABILITY: SURFACE MOTION
 RU0245
 RU0245  HISTORY     - Date     Condition        Report By
 RU0245  HISTORY     - 1935     MONUMENTED       CGS
 RU0245  HISTORY     - 1937     GOOD             NGS
 RU0245
 RU0245                          STATION DESCRIPTION
 RU0245
 RU0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0245'22.9 MI NE FROM INGOMAR.
 RU0245'22.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0245'0.4 MILE SOUTH OF LOW BUTTES, 400 FEET SOUTHWEST OF A CREEK, 200 FEET
 RU0245'SOUTH OF A DEEP COULEE, 54 FEET NORTHWEST OF THE CENTERLINE OF THE
 RU0245'ROAD, 138 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE
 RU0245'ROAD.  A STANDARD DISK, STAMPED J 262 1935 AND SET IN THE TOP OF A
 RU0245'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0097 ***********************************************************************
 SQ0097  DESIGNATION -  J 263
 SQ0097  PID         -  SQ0097
 SQ0097  STATE/COUNTY-  MT/GARFIELD
 SQ0097  USGS QUAD   -  WHITESIDE RANCH (1965)
 SQ0097
 SQ0097                         *CURRENT SURVEY CONTROL
 SQ0097  ___________________________________________________________________
 SQ0097* NAD 83(1986)-  47 13 06.     (N)    106 16 37.     (W)     SCALED    
 SQ0097* NAVD 88     -       745.375  (meters)    2445.45   (feet)  ADJUSTED  
 SQ0097  ___________________________________________________________________
 SQ0097  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 SQ0097  DYNAMIC HT  -         745.371 (meters)    2445.44  (feet)  COMP
 SQ0097  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 SQ0097
 SQ0097  VERT ORDER  -  SECOND    CLASS 0
 SQ0097
 SQ0097.The horizontal coordinates were scaled from a topographic map and have
 SQ0097.an estimated accuracy of +/- 6 seconds.
 SQ0097
 SQ0097.The orthometric height was determined by differential leveling
 SQ0097.and adjusted by the National Geodetic Survey in June 1991..
 SQ0097
 SQ0097.The geoid height was determined by GEOID03.
 SQ0097
 SQ0097.The dynamic height is computed by dividing the NAVD 88
 SQ0097.geopotential number by the normal gravity value computed on the
 SQ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0097.degrees latitude (g = 980.6199 gals.).
 SQ0097
 SQ0097.The modeled gravity was interpolated from observed gravity values.
 SQ0097
 SQ0097;                    North         East    Units  Estimated Accuracy
 SQ0097;SPC MT       -   334,860.      843,920.      MT  (+/- 180 meters Scaled)
 SQ0097
 SQ0097                          SUPERSEDED SURVEY CONTROL
 SQ0097
 SQ0097  NGVD 29 (??/??/92)  744.736  (m)         2443.35   (f) ADJ UNCH    2 0
 SQ0097
 SQ0097.Superseded values are not recommended for survey control.
 SQ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0097.See file dsdata.txt to determine how the superseded data were derived.
 SQ0097
 SQ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN033302(NAD 83)
 SQ0097_MARKER: DB = BENCH MARK DISK
 SQ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0097_STAMPING: J 263 1935
 SQ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0097+STABILITY: SURFACE MOTION
 SQ0097
 SQ0097  HISTORY     - Date     Condition        Report By
 SQ0097  HISTORY     - 1935     MONUMENTED       CGS
 SQ0097  HISTORY     - 1965     GOOD             USGS
 SQ0097
 SQ0097                          STATION DESCRIPTION
 SQ0097
 SQ0097'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0097'36.6 MI SE FROM JORDAN.
 SQ0097'ABOUT 26.8 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 SQ0097'JORDAN, THENCE 9.8 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 258, 0.25
 SQ0097'MILE SOUTHWEST OF A SMALL HOUSE, IN SECTION 19, T 17 N, R 43 E, 415
 SQ0097'FEET NORTHEAST OF THE HIGHWAY AT CULVERT AT TAYLOR CREEK, 520 FEET
 SQ0097'SOUTH OF THE CENTER OF A WOODEN BRIDGE ON THE OLD ROAD, 45 FEET WEST
 SQ0097'OF THE CENTERLINE OF THE OLD ROAD, 95 FEET NORTH OF POWER POLE 4116,
 SQ0097'ABOUT LEVEL WITH THE OLD ROAD, AND IN THE TOP OF A CONCRETE POST
 SQ0097'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0109 ***********************************************************************
 TH0109  DESIGNATION -  J 269
 TH0109  PID         -  TH0109
 TH0109  STATE/COUNTY-  MT/SHERIDAN
 TH0109  USGS QUAD   -  HOMESTEAD (1988)
 TH0109
 TH0109                         *CURRENT SURVEY CONTROL
 TH0109  ___________________________________________________________________
 TH0109* NAD 83(1986)-  48 25 06.     (N)    104 36 22.     (W)     SCALED    
 TH0109* NAVD 88     -       624.984  (meters)    2050.47   (feet)  ADJUSTED  
 TH0109  ___________________________________________________________________
 TH0109  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 TH0109  DYNAMIC HT  -         625.080 (meters)    2050.78  (feet)  COMP
 TH0109  MODELED GRAV-     980,745.0   (mgal)                       NAVD 88
 TH0109
 TH0109  VERT ORDER  -  SECOND    CLASS 0
 TH0109
 TH0109.The horizontal coordinates were scaled from a topographic map and have
 TH0109.an estimated accuracy of +/- 6 seconds.
 TH0109
 TH0109.The orthometric height was determined by differential leveling
 TH0109.and adjusted by the National Geodetic Survey in June 1991..
 TH0109
 TH0109.The geoid height was determined by GEOID03.
 TH0109
 TH0109.The dynamic height is computed by dividing the NAVD 88
 TH0109.geopotential number by the normal gravity value computed on the
 TH0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0109.degrees latitude (g = 980.6199 gals.).
 TH0109
 TH0109.The modeled gravity was interpolated from observed gravity values.
 TH0109
 TH0109;                    North         East    Units  Estimated Accuracy
 TH0109;SPC MT       -   474,500.      961,900.      MT  (+/- 180 meters Scaled)
 TH0109
 TH0109                          SUPERSEDED SURVEY CONTROL
 TH0109
 TH0109  NGVD 29 (??/??/92)  624.465  (m)         2048.77   (f) ADJ UNCH    2 0
 TH0109
 TH0109.Superseded values are not recommended for survey control.
 TH0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0109.See file dsdata.txt to determine how the superseded data were derived.
 TH0109
 TH0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP291628(NAD 83)
 TH0109_MARKER: DB = BENCH MARK DISK
 TH0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0109_STAMPING: J-269 1935
 TH0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0109+STABILITY: SURFACE MOTION
 TH0109
 TH0109  HISTORY     - Date     Condition        Report By
 TH0109  HISTORY     - 1935     MONUMENTED       CGS
 TH0109
 TH0109                          STATION DESCRIPTION
 TH0109
 TH0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0109'3.1 MI W FROM HOMESTEAD.
 TH0109'ALONG THE ROAD TO A PRIVATE T-ROAD SOUTH INTO A FIELD AT THE NORTHWEST
 TH0109'CORNER OF SEC. 29, TWP. 31, R. 55, 3.1 MILES WEST OF THE GREAT
 TH0109'NORTHERN RAILROAD AT HOMESTEAD.  SET IN POST IN THE FIELD, ON THE WEST
 TH0109'SIDE OF THE T-ROAD, 75 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 TH0109'ROAD, 2 FEET EAST OF A LINE FENCE SOUTH, 1 FOOT BELOW ROAD LEVEL.
 TH0109'NOTE-- J-269 IS 2 MILES WEST, ALONG THE SECTION LINE ROAD, FROM H-269.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0232 ***********************************************************************
 TH0232  DESIGNATION -  J 271
 TH0232  PID         -  TH0232
 TH0232  STATE/COUNTY-  MT/DANIELS
 TH0232  USGS QUAD   -  PLEASANT PRAIRIE NE (1973)
 TH0232
 TH0232                         *CURRENT SURVEY CONTROL
 TH0232  ___________________________________________________________________
 TH0232* NAD 83(1986)-  48 37 56.     (N)    105 00 20.     (W)     SCALED    
 TH0232* NAVD 88     -       805.416  (meters)    2642.44   (feet)  ADJUSTED  
 TH0232  ___________________________________________________________________
 TH0232  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 TH0232  DYNAMIC HT  -         805.537 (meters)    2642.83  (feet)  COMP
 TH0232  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 TH0232
 TH0232  VERT ORDER  -  SECOND    CLASS 0
 TH0232
 TH0232.The horizontal coordinates were scaled from a topographic map and have
 TH0232.an estimated accuracy of +/- 6 seconds.
 TH0232
 TH0232.The orthometric height was determined by differential leveling
 TH0232.and adjusted by the National Geodetic Survey in June 1991..
 TH0232
 TH0232.The geoid height was determined by GEOID03.
 TH0232
 TH0232.The dynamic height is computed by dividing the NAVD 88
 TH0232.geopotential number by the normal gravity value computed on the
 TH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0232.degrees latitude (g = 980.6199 gals.).
 TH0232
 TH0232.The modeled gravity was interpolated from observed gravity values.
 TH0232
 TH0232;                    North         East    Units  Estimated Accuracy
 TH0232;SPC MT       -   496,470.      931,030.      MT  (+/- 180 meters Scaled)
 TH0232
 TH0232                          SUPERSEDED SURVEY CONTROL
 TH0232
 TH0232  NGVD 29 (??/??/92)  804.856  (m)         2640.60   (f) ADJ UNCH    2 0
 TH0232
 TH0232.Superseded values are not recommended for survey control.
 TH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0232.See file dsdata.txt to determine how the superseded data were derived.
 TH0232
 TH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP995865(NAD 83)
 TH0232_MARKER: DB = BENCH MARK DISK
 TH0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0232_STAMPING: J 271 1935
 TH0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0232+STABILITY: SURFACE MOTION
 TH0232
 TH0232  HISTORY     - Date     Condition        Report By
 TH0232  HISTORY     - 1935     MONUMENTED       CGS
 TH0232  HISTORY     - 1953     GOOD             NGS
 TH0232  HISTORY     - 1973     POOR             USGS
 TH0232  HISTORY     - 1977     POOR             USGS
 TH0232
 TH0232                          STATION DESCRIPTION
 TH0232
 TH0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TH0232'16.1 MI S FROM REDSTONE.
 TH0232'IN DANIELS COUNTY, 16.1 MILES SOUTH ALONG THE BROCKTON ROAD FROM THE
 TH0232'GREAT NORTHERN RAILWAY STATION AT REDSTONE, SHERIDAN COUNTY, AT THE
 TH0232'CENTER OF SECTION 11, T 33 N, R 51 E, AT A ROAD INTERSECTION, 49 FEET
 TH0232'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 25 FEET NORTH OF
 TH0232'THE CENTERLINE OF THE CROSSROAD, 16 FEET EAST OF A FENCE CORNER, AND 1
 TH0232'FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED J 271 1935 AND SET
 TH0232'IN THE TOP OF A CONCRETE POST.  NOTE-- POST AND CAP INTACT--POST
 TH0232'TILTED.
 TH0232
 TH0232                          STATION RECOVERY (1973)
 TH0232
 TH0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TH0232'MARK RECOVERED IN POOR CONDITION.
 TH0232
 TH0232                          STATION RECOVERY (1977)
 TH0232
 TH0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0232'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0362 ***********************************************************************
 TH0362  DESIGNATION -  J 272
 TH0362  PID         -  TH0362
 TH0362  STATE/COUNTY-  MT/DANIELS
 TH0362  USGS QUAD   -  CARBERT (1973)
 TH0362
 TH0362                         *CURRENT SURVEY CONTROL
 TH0362  ___________________________________________________________________
 TH0362* NAD 83(1986)-  48 56 50.     (N)    105 49 37.     (W)     SCALED    
 TH0362* NAVD 88     -       809.914  (meters)    2657.19   (feet)  ADJUSTED  
 TH0362  ___________________________________________________________________
 TH0362  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TH0362  DYNAMIC HT  -         810.046 (meters)    2657.63  (feet)  COMP
 TH0362  MODELED GRAV-     980,745.0   (mgal)                       NAVD 88
 TH0362
 TH0362  VERT ORDER  -  SECOND    CLASS 0
 TH0362
 TH0362.The horizontal coordinates were scaled from a topographic map and have
 TH0362.an estimated accuracy of +/- 6 seconds.
 TH0362
 TH0362.The orthometric height was determined by differential leveling
 TH0362.and adjusted by the National Geodetic Survey in June 1991..
 TH0362
 TH0362.The geoid height was determined by GEOID03.
 TH0362
 TH0362.The dynamic height is computed by dividing the NAVD 88
 TH0362.geopotential number by the normal gravity value computed on the
 TH0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0362.degrees latitude (g = 980.6199 gals.).
 TH0362
 TH0362.The modeled gravity was interpolated from observed gravity values.
 TH0362
 TH0362;                    North         East    Units  Estimated Accuracy
 TH0362;SPC MT       -   528,310.      868,940.      MT  (+/- 180 meters Scaled)
 TH0362
 TH0362                          SUPERSEDED SURVEY CONTROL
 TH0362
 TH0362  NGVD 29 (??/??/92)  809.282  (m)         2655.12   (f) ADJ UNCH    2 0
 TH0362
 TH0362.Superseded values are not recommended for survey control.
 TH0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0362.See file dsdata.txt to determine how the superseded data were derived.
 TH0362
 TH0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ394219(NAD 83)
 TH0362_MARKER: DB = BENCH MARK DISK
 TH0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0362_STAMPING: J 272 1935
 TH0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0362+STABILITY: SURFACE MOTION
 TH0362
 TH0362  HISTORY     - Date     Condition        Report By
 TH0362  HISTORY     - 1935     MONUMENTED       CGS
 TH0362  HISTORY     - 1953     GOOD             DOD
 TH0362
 TH0362                          STATION DESCRIPTION
 TH0362
 TH0362'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TH0362'0.3 MI E FROM PEERLESS.
 TH0362'0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TH0362'PEERLESS, THENCE 11.5 MILES NORTH ALONG A COUNTY ROAD.  AT A
 TH0362'PRIVATEROAD INTERSECTION, 60 FEET WEST OF THE CENTERLINE OF THE
 TH0362'NORTH-AND-SOUTH ROAD, 18 FEET NORTH OF THE CENTERLINE OF THE PRIVATE
 TH0362'ROAD, 7 FEET EAST OF A FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE
 TH0362'ROAD.  A STANDARD DISK, STAMPED J 272 1935 AND SET IN THE TOP OF A
 TH0362'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0080 ***********************************************************************
 TK0080  DESIGNATION -  J 273
 TK0080  PID         -  TK0080
 TK0080  STATE/COUNTY-  MT/BLAINE
 TK0080  USGS QUAD   -  WILD HORSE BUTTE (1971)
 TK0080
 TK0080                         *CURRENT SURVEY CONTROL
 TK0080  ___________________________________________________________________
 TK0080* NAD 83(1986)-  48 19 15.     (N)    108 42 51.     (W)     SCALED    
 TK0080* NAVD 88     -       810.622  (meters)    2659.52   (feet)  ADJUSTED  
 TK0080  ___________________________________________________________________
 TK0080  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TK0080  DYNAMIC HT  -         810.698 (meters)    2659.76  (feet)  COMP
 TK0080  MODELED GRAV-     980,677.6   (mgal)                       NAVD 88
 TK0080
 TK0080  VERT ORDER  -  SECOND    CLASS 0
 TK0080
 TK0080.The horizontal coordinates were scaled from a topographic map and have
 TK0080.an estimated accuracy of +/- 6 seconds.
 TK0080
 TK0080.The orthometric height was determined by differential leveling
 TK0080.and adjusted by the National Geodetic Survey in June 1991..
 TK0080
 TK0080.The geoid height was determined by GEOID03.
 TK0080
 TK0080.The dynamic height is computed by dividing the NAVD 88
 TK0080.geopotential number by the normal gravity value computed on the
 TK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0080.degrees latitude (g = 980.6199 gals.).
 TK0080
 TK0080.The modeled gravity was interpolated from observed gravity values.
 TK0080
 TK0080;                    North         East    Units  Estimated Accuracy
 TK0080;SPC MT       -   452,650.      658,260.      MT  (+/- 180 meters Scaled)
 TK0080
 TK0080                          SUPERSEDED SURVEY CONTROL
 TK0080
 TK0080  NGVD 29 (??/??/92)  809.850  (m)         2656.98   (f) ADJ UNCH    2 0
 TK0080
 TK0080.Superseded values are not recommended for survey control.
 TK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0080.See file dsdata.txt to determine how the superseded data were derived.
 TK0080
 TK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU694544(NAD 83)
 TK0080_MARKER: DB = BENCH MARK DISK
 TK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0080_STAMPING: J 273 1935
 TK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0080+STABILITY: SURFACE MOTION
 TK0080
 TK0080  HISTORY     - Date     Condition        Report By
 TK0080  HISTORY     - 1935     MONUMENTED       CGS
 TK0080
 TK0080                          STATION DESCRIPTION
 TK0080
 TK0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0080'16.6 MI SE FROM HARLEM.
 TK0080'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM HARLEM, BLAINE COUNTY,
 TK0080'12.2 MILES SOUTH ALONG THE HAYS ROAD.  OPPOSITE A CATTLE GUARD, 75
 TK0080'FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF AN
 TK0080'EAST-AND-WEST FENCE, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 TK0080'STAMPED J 273 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0108 ***********************************************************************
 TK0108  DESIGNATION -  J 274
 TK0108  PID         -  TK0108
 TK0108  STATE/COUNTY-  MT/BLAINE
 TK0108  USGS QUAD   -  FORT BELKNAP AGENCY (1971)
 TK0108
 TK0108                         *CURRENT SURVEY CONTROL
 TK0108  ___________________________________________________________________
 TK0108* NAD 83(1986)-  48 16 07.     (N)    108 52 21.     (W)     SCALED    
 TK0108* NAVD 88     -       934.161  (meters)    3064.83   (feet)  ADJUSTED  
 TK0108  ___________________________________________________________________
 TK0108  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 TK0108  DYNAMIC HT  -         934.222 (meters)    3065.03  (feet)  COMP
 TK0108  MODELED GRAV-     980,644.6   (mgal)                       NAVD 88
 TK0108
 TK0108  VERT ORDER  -  SECOND    CLASS 0
 TK0108
 TK0108.The horizontal coordinates were scaled from a topographic map and have
 TK0108.an estimated accuracy of +/- 6 seconds.
 TK0108
 TK0108.The orthometric height was determined by differential leveling
 TK0108.and adjusted by the National Geodetic Survey in June 1991..
 TK0108
 TK0108.The geoid height was determined by GEOID03.
 TK0108
 TK0108.The dynamic height is computed by dividing the NAVD 88
 TK0108.geopotential number by the normal gravity value computed on the
 TK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0108.degrees latitude (g = 980.6199 gals.).
 TK0108
 TK0108.The modeled gravity was interpolated from observed gravity values.
 TK0108
 TK0108;                    North         East    Units  Estimated Accuracy
 TK0108;SPC MT       -   446,740.      646,570.      MT  (+/- 180 meters Scaled)
 TK0108
 TK0108                          SUPERSEDED SURVEY CONTROL
 TK0108
 TK0108  NGVD 29 (??/??/92)  933.357  (m)         3062.19   (f) ADJ UNCH    2 0
 TK0108
 TK0108.Superseded values are not recommended for survey control.
 TK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0108.See file dsdata.txt to determine how the superseded data were derived.
 TK0108
 TK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU578483(NAD 83)
 TK0108_MARKER: DB = BENCH MARK DISK
 TK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0108_STAMPING: J 274 1935
 TK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0108+STABILITY: SURFACE MOTION
 TK0108
 TK0108  HISTORY     - Date     Condition        Report By
 TK0108  HISTORY     - 1935     MONUMENTED       CGS
 TK0108  HISTORY     - 1971     GOOD             USGS
 TK0108
 TK0108                          STATION DESCRIPTION
 TK0108
 TK0108'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 TK0108'22.6 MI SW FROM HARLEM.
 TK0108'4.4 MILES SOUTHEAST ALONG U.S. HWY 2 FROM HARLEM, BLAINE COUNTY.  2.2
 TK0108'MILES SOUTH ALONG THE HAYS HWY.  2.6 MILES SOUTHWEST ALONG THE SNAKE
 TK0108'BUTTE ROAD AND 12.8 MILES SOUTH ALONG THE OLD ROAD TO PUTNAM LAKE. 0.6
 TK0108'MILES SOUTH OF A FENCE.  0.35 MILES NORTH OF A BRIDGE ACROSS PEOPLES
 TK0108'CREEK.  AT THE CREST OF A HILL.  45 FEET EAST OF CENTERLINE OF ROAD. A
 TK0108'STANDARD DISK STAMPED J 274 1935 AND SET IN THE TOP OF A CONCRETE POST
 TK0108'PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0038 ***********************************************************************
 TK0038  DESIGNATION -  J 275
 TK0038  PID         -  TK0038
 TK0038  STATE/COUNTY-  MT/PHILLIPS
 TK0038  USGS QUAD   -  DODSON (1964)
 TK0038
 TK0038                         *CURRENT SURVEY CONTROL
 TK0038  ___________________________________________________________________
 TK0038* NAD 83(1986)-  48 22 32.     (N)    108 14 59.     (W)     SCALED    
 TK0038* NAVD 88     -       708.688  (meters)    2325.09   (feet)  ADJUSTED  
 TK0038  ___________________________________________________________________
 TK0038  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TK0038  DYNAMIC HT  -         708.763 (meters)    2325.33  (feet)  COMP
 TK0038  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 TK0038
 TK0038  VERT ORDER  -  SECOND    CLASS 0
 TK0038
 TK0038.The horizontal coordinates were scaled from a topographic map and have
 TK0038.an estimated accuracy of +/- 6 seconds.
 TK0038
 TK0038.The orthometric height was determined by differential leveling
 TK0038.and adjusted by the National Geodetic Survey in June 1991..
 TK0038
 TK0038.The geoid height was determined by GEOID03.
 TK0038
 TK0038.The dynamic height is computed by dividing the NAVD 88
 TK0038.geopotential number by the normal gravity value computed on the
 TK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0038.degrees latitude (g = 980.6199 gals.).
 TK0038
 TK0038.The modeled gravity was interpolated from observed gravity values.
 TK0038
 TK0038;                    North         East    Units  Estimated Accuracy
 TK0038;SPC MT       -   459,180.      692,590.      MT  (+/- 180 meters Scaled)
 TK0038
 TK0038                          SUPERSEDED SURVEY CONTROL
 TK0038
 TK0038  NGVD 29 (??/??/92)  707.948  (m)         2322.66   (f) ADJ UNCH    2 0
 TK0038
 TK0038.Superseded values are not recommended for survey control.
 TK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0038.See file dsdata.txt to determine how the superseded data were derived.
 TK0038
 TK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU036616(NAD 83)
 TK0038_MARKER: DB = BENCH MARK DISK
 TK0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0038_STAMPING: J 275 1935
 TK0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0038+STABILITY: SURFACE MOTION
 TK0038
 TK0038  HISTORY     - Date     Condition        Report By
 TK0038  HISTORY     - 1935     MONUMENTED       CGS
 TK0038  HISTORY     - 1964     GOOD             USGS
 TK0038
 TK0038                          STATION DESCRIPTION
 TK0038
 TK0038'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TK0038'1.8 MI S FROM DODSON.
 TK0038'1.5 MI. S. ALONG ASPHALT ROAD FROM JCT. AT US HWY 32 AT DODSON.  0.3
 TK0038'MI. S. FROM BRIDGE OVER MILK RIVER.  840 FT E. OF A T-RD E.  251 FT.
 TK0038'N. OF GRAVEL RD., 124 FT. SW OF DRIVE TO GRAVEL PIT.  A STANDARD DISK,
 TK0038'STAMPED J 275 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0027 ***********************************************************************
 TK0027  DESIGNATION -  J 276
 TK0027  PID         -  TK0027
 TK0027  STATE/COUNTY-  MT/PHILLIPS
 TK0027  USGS QUAD   -  SEYMOUR RESERVOIR (1965)
 TK0027
 TK0027                         *CURRENT SURVEY CONTROL
 TK0027  ___________________________________________________________________
 TK0027* NAD 83(1986)-  48 03 34.     (N)    108 07 16.     (W)     SCALED    
 TK0027* NAVD 88     -       804.679  (meters)    2640.02   (feet)  ADJUSTED  
 TK0027  ___________________________________________________________________
 TK0027  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TK0027  DYNAMIC HT  -         804.719 (meters)    2640.15  (feet)  COMP
 TK0027  MODELED GRAV-     980,634.7   (mgal)                       NAVD 88
 TK0027
 TK0027  VERT ORDER  -  SECOND    CLASS 0
 TK0027
 TK0027.The horizontal coordinates were scaled from a topographic map and have
 TK0027.an estimated accuracy of +/- 6 seconds.
 TK0027
 TK0027.The orthometric height was determined by differential leveling
 TK0027.and adjusted by the National Geodetic Survey in June 1991..
 TK0027
 TK0027.The geoid height was determined by GEOID03.
 TK0027
 TK0027.The dynamic height is computed by dividing the NAVD 88
 TK0027.geopotential number by the normal gravity value computed on the
 TK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0027.degrees latitude (g = 980.6199 gals.).
 TK0027
 TK0027.The modeled gravity was interpolated from observed gravity values.
 TK0027
 TK0027;                    North         East    Units  Estimated Accuracy
 TK0027;SPC MT       -   424,210.      702,730.      MT  (+/- 180 meters Scaled)
 TK0027
 TK0027                          SUPERSEDED SURVEY CONTROL
 TK0027
 TK0027  NGVD 29 (??/??/92)  803.873  (m)         2637.37   (f) ADJ UNCH    2 0
 TK0027
 TK0027.Superseded values are not recommended for survey control.
 TK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0027.See file dsdata.txt to determine how the superseded data were derived.
 TK0027
 TK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU144269(NAD 83)
 TK0027_MARKER: DB = BENCH MARK DISK
 TK0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0027_STAMPING: J 276 1935
 TK0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0027+STABILITY: SURFACE MOTION
 TK0027
 TK0027  HISTORY     - Date     Condition        Report By
 TK0027  HISTORY     - 1935     MONUMENTED       CGS
 TK0027
 TK0027                          STATION DESCRIPTION
 TK0027
 TK0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0027'4.2 MI SE FROM PHILLIPS.
 TK0027'4.2 MILES SOUTHEAST ALONG THE REGINA ROAD FROM THE JUNCTION OF THE
 TK0027'MALTA-ZORTMAN ROAD AT PHILLIPS, AT THE MIDDLE OF A CURVE, 95 FEET EAST
 TK0027'OF THE CENTERLINE OF THE ROAD, AND AT A FENCE.  A STANDARD DISK,
 TK0027'STAMPED J 276 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0444 ***********************************************************************
 SQ0444  DESIGNATION -  J 277
 SQ0444  PID         -  SQ0444
 SQ0444  STATE/COUNTY-  MT/PHILLIPS
 SQ0444  USGS QUAD   -  LOCKE RANCH (1987)
 SQ0444
 SQ0444                         *CURRENT SURVEY CONTROL
 SQ0444  ___________________________________________________________________
 SQ0444* NAD 83(1986)-  47 35 48.     (N)    107 59 28.     (W)     SCALED    
 SQ0444* NAVD 88     -       748.972  (meters)    2457.25   (feet)  ADJUSTED  
 SQ0444  ___________________________________________________________________
 SQ0444  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SQ0444  DYNAMIC HT  -         748.994 (meters)    2457.32  (feet)  COMP
 SQ0444  MODELED GRAV-     980,616.3   (mgal)                       NAVD 88
 SQ0444
 SQ0444  VERT ORDER  -  SECOND    CLASS 0
 SQ0444
 SQ0444.The horizontal coordinates were scaled from a topographic map and have
 SQ0444.an estimated accuracy of +/- 6 seconds.
 SQ0444
 SQ0444.The orthometric height was determined by differential leveling
 SQ0444.and adjusted by the National Geodetic Survey in June 1991..
 SQ0444
 SQ0444.The geoid height was determined by GEOID03.
 SQ0444
 SQ0444.The dynamic height is computed by dividing the NAVD 88
 SQ0444.geopotential number by the normal gravity value computed on the
 SQ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0444.degrees latitude (g = 980.6199 gals.).
 SQ0444
 SQ0444.The modeled gravity was interpolated from observed gravity values.
 SQ0444
 SQ0444;                    North         East    Units  Estimated Accuracy
 SQ0444;SPC MT       -   372,970.      713,410.      MT  (+/- 180 meters Scaled)
 SQ0444
 SQ0444                          SUPERSEDED SURVEY CONTROL
 SQ0444
 SQ0444  NGVD 29 (??/??/92)  748.237  (m)         2454.84   (f) ADJ UNCH    2 0
 SQ0444
 SQ0444.Superseded values are not recommended for survey control.
 SQ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0444.See file dsdata.txt to determine how the superseded data were derived.
 SQ0444
 SQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN751758(NAD 83)
 SQ0444_MARKER: DB = BENCH MARK DISK
 SQ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0444_STAMPING: J 277 1935
 SQ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0444+STABILITY: SURFACE MOTION
 SQ0444
 SQ0444  HISTORY     - Date     Condition        Report By
 SQ0444  HISTORY     - 1935     MONUMENTED       CGS
 SQ0444  HISTORY     - 1965     GOOD             USGS
 SQ0444
 SQ0444                          STATION DESCRIPTION
 SQ0444
 SQ0444'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0444'10.3 MI W FROM LEGG.
 SQ0444'2.0 MILES WEST SOUTH WEST OF THE LOCKE PANCH, PHILLIPS COUNTY, 0.2
 SQ0444'MILE NORTHEAST OF THE CREST OF A GRADE RISING FROM THE RIVER BOTTOM,
 SQ0444'200 FEET EAST OF A DIP THROUGH A DRAW, AT THE CREST OF A RISE, AND 36
 SQ0444'FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED J
 SQ0444'277 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0236 ***********************************************************************
 TK0236  DESIGNATION -  J 279
 TK0236  PID         -  TK0236
 TK0236  STATE/COUNTY-  MT/CHOUTEAU
 TK0236  USGS QUAD   -  WARRICK (1984)
 TK0236
 TK0236                         *CURRENT SURVEY CONTROL
 TK0236  ___________________________________________________________________
 TK0236* NAD 83(1986)-  48 05 59.     (N)    109 37 02.     (W)     SCALED    
 TK0236* NAVD 88     -      1280.511  (meters)    4201.14   (feet)  ADJUSTED  
 TK0236  ___________________________________________________________________
 TK0236  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 TK0236  DYNAMIC HT  -        1280.499 (meters)    4201.10  (feet)  COMP
 TK0236  MODELED GRAV-     980,556.5   (mgal)                       NAVD 88
 TK0236
 TK0236  VERT ORDER  -  SECOND    CLASS 0
 TK0236
 TK0236.The horizontal coordinates were scaled from a topographic map and have
 TK0236.an estimated accuracy of +/- 6 seconds.
 TK0236
 TK0236.The orthometric height was determined by differential leveling
 TK0236.and adjusted by the National Geodetic Survey in June 1991..
 TK0236
 TK0236.The geoid height was determined by GEOID03.
 TK0236
 TK0236.The dynamic height is computed by dividing the NAVD 88
 TK0236.geopotential number by the normal gravity value computed on the
 TK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0236.degrees latitude (g = 980.6199 gals.).
 TK0236
 TK0236.The modeled gravity was interpolated from observed gravity values.
 TK0236
 TK0236;                    North         East    Units  Estimated Accuracy
 TK0236;SPC MT       -   427,790.      591,270.      MT  (+/- 180 meters Scaled)
 TK0236
 TK0236                          SUPERSEDED SURVEY CONTROL
 TK0236
 TK0236  NGVD 29 (??/??/92) 1279.675  (m)         4198.40   (f) ADJ UNCH    2 0
 TK0236
 TK0236.Superseded values are not recommended for survey control.
 TK0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0236.See file dsdata.txt to determine how the superseded data were derived.
 TK0236
 TK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU029283(NAD 83)
 TK0236_MARKER: DB = BENCH MARK DISK
 TK0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0236_STAMPING: J 279 1935
 TK0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0236+STABILITY: SURFACE MOTION
 TK0236
 TK0236  HISTORY     - Date     Condition        Report By
 TK0236  HISTORY     - 1935     MONUMENTED       CGS
 TK0236
 TK0236                          STATION DESCRIPTION
 TK0236
 TK0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0236'2.1 MI N FROM WARRICK.
 TK0236'2.1 MILES NORTH ALONG THE HAVRE ROAD FROM THE JUNCTION OF THE
 TK0236'WARRICK-BIG SANDY ROAD AT WARRICK, CHOUTEAU COUNTY, AT THE JUNCTION OF
 TK0236'A T-ROAD LEADING SOUTHEAST, AT THE CREST OF A KNOLL, AT THE NORTHWEST
 TK0236'END OF THE RIDGE, 40 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, AND
 TK0236'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED J 279 1935 AND SET IN
 TK0236'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0278 ***********************************************************************
 RT0278  DESIGNATION -  J 28
 RT0278  PID         -  RT0278
 RT0278  STATE/COUNTY-  MT/CUSTER
 RT0278  USGS QUAD   -  LIGNITE CREEK (1980)
 RT0278
 RT0278                         *CURRENT SURVEY CONTROL
 RT0278  ___________________________________________________________________
 RT0278* NAD 83(1986)-  46 20 24.     (N)    105 58 16.     (W)     SCALED    
 RT0278* NAVD 88     -       727.960  (meters)    2388.32   (feet)  ADJUSTED  
 RT0278  ___________________________________________________________________
 RT0278  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 RT0278  DYNAMIC HT  -         727.899 (meters)    2388.12  (feet)  COMP
 RT0278  MODELED GRAV-     980,506.3   (mgal)                       NAVD 88
 RT0278
 RT0278  VERT ORDER  -  FIRST     CLASS II
 RT0278
 RT0278.The horizontal coordinates were scaled from a topographic map and have
 RT0278.an estimated accuracy of +/- 6 seconds.
 RT0278
 RT0278.The orthometric height was determined by differential leveling
 RT0278.and adjusted by the National Geodetic Survey in June 1991..
 RT0278
 RT0278.The geoid height was determined by GEOID03.
 RT0278
 RT0278.The dynamic height is computed by dividing the NAVD 88
 RT0278.geopotential number by the normal gravity value computed on the
 RT0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0278.degrees latitude (g = 980.6199 gals.).
 RT0278
 RT0278.The modeled gravity was interpolated from observed gravity values.
 RT0278
 RT0278;                    North         East    Units  Estimated Accuracy
 RT0278;SPC MT       -   238,370.      871,440.      MT  (+/- 180 meters Scaled)
 RT0278
 RT0278                          SUPERSEDED SURVEY CONTROL
 RT0278
 RT0278  NGVD 29 (??/??/92)  727.362  (m)         2386.35   (f) ADJ UNCH    1 2
 RT0278
 RT0278.Superseded values are not recommended for survey control.
 RT0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0278.See file dsdata.txt to determine how the superseded data were derived.
 RT0278
 RT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM252322(NAD 83)
 RT0278_MARKER: DB = BENCH MARK DISK
 RT0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0278_STAMPING: 2386.399
 RT0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0278+STABILITY: SURFACE MOTION
 RT0278
 RT0278  HISTORY     - Date     Condition        Report By
 RT0278  HISTORY     - UNK      MONUMENTED       CGS
 RT0278  HISTORY     - 1960     GOOD             NGS
 RT0278
 RT0278                          STATION DESCRIPTION
 RT0278
 RT0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0278'7.45 MI SW FROM MILES CITY.
 RT0278'ABOUT 7.45 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0278'STATION AT MILES CITY, 140 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 RT0278'MILEPOST 86, IN SECTION 21, T 7 N, R 46 E, 59 FEET SOUTH OF THE SOUTH
 RT0278'RAIL, 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE 85, 12 FEET
 RT0278'SOUTH OF A FENCE, ABOUT 3 1/2 FEET BELOW THE RAILS, AND IN THE TOP OF
 RT0278'A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0175 ***********************************************************************
 TK0175  DESIGNATION -  J 280
 TK0175  PID         -  TK0175
 TK0175  STATE/COUNTY-  MT/BLAINE
 TK0175  USGS QUAD   -  SCOTTY BUTTE (1987)
 TK0175
 TK0175                         *CURRENT SURVEY CONTROL
 TK0175  ___________________________________________________________________
 TK0175* NAD 83(1986)-  48 14 43.     (N)    109 11 32.     (W)     SCALED    
 TK0175* NAVD 88     -      1128.019  (meters)    3700.84   (feet)  ADJUSTED  
 TK0175  ___________________________________________________________________
 TK0175  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 TK0175  DYNAMIC HT  -        1128.061 (meters)    3700.98  (feet)  COMP
 TK0175  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 TK0175
 TK0175  VERT ORDER  -  SECOND    CLASS 0
 TK0175
 TK0175.The horizontal coordinates were scaled from a topographic map and have
 TK0175.an estimated accuracy of +/- 6 seconds.
 TK0175
 TK0175.The orthometric height was determined by differential leveling
 TK0175.and adjusted by the National Geodetic Survey in June 1991..
 TK0175
 TK0175.The geoid height was determined by GEOID03.
 TK0175
 TK0175.The dynamic height is computed by dividing the NAVD 88
 TK0175.geopotential number by the normal gravity value computed on the
 TK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0175.degrees latitude (g = 980.6199 gals.).
 TK0175
 TK0175.The modeled gravity was interpolated from observed gravity values.
 TK0175
 TK0175;                    North         East    Units  Estimated Accuracy
 TK0175;SPC MT       -   444,000.      622,850.      MT  (+/- 180 meters Scaled)
 TK0175
 TK0175                          SUPERSEDED SURVEY CONTROL
 TK0175
 TK0175  NGVD 29 (??/??/92) 1127.198  (m)         3698.15   (f) ADJ UNCH    2 0
 TK0175
 TK0175.Superseded values are not recommended for survey control.
 TK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0175.See file dsdata.txt to determine how the superseded data were derived.
 TK0175
 TK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU342451(NAD 83)
 TK0175_MARKER: DB = BENCH MARK DISK
 TK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0175_STAMPING: J 280 1935
 TK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0175+STABILITY: SURFACE MOTION
 TK0175
 TK0175  HISTORY     - Date     Condition        Report By
 TK0175  HISTORY     - 1935     MONUMENTED       CGS
 TK0175  HISTORY     - 1955     GOOD             USGS
 TK0175
 TK0175                          STATION DESCRIPTION
 TK0175
 TK0175'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0175'2.7 MI SW FROM CLEVELAND.
 TK0175'2.7 MILES SOUTHWEST OF THE LEROY ROAD FROM CLEVELAND, BLAINE COUNTY,
 TK0175'300 FEET WEST OF A T-JUNCTION, 150 FEET NORTH OF A DRAIN, 100 FEET
 TK0175'EAST OF THE CENTERLINE OF THE OLD ROAD, 140 FEET SOUTH OF THE
 TK0175'INTERSECTION OF THE OLD ROAD AND THE ROAD LEADING FROM THE PRESENT
 TK0175'LEROY ROAD.  A STANDARD DISK, STAMPED J 280 1935 AND SET IN THE TOP OF
 TK0175'A CONCRETE POST.  NOTE-- ROAD HAS BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0199 ***********************************************************************
 TK0199  DESIGNATION -  J 281
 TK0199  PID         -  TK0199
 TK0199  STATE/COUNTY-  MT/BLAINE
 TK0199  USGS QUAD   -  BLUE STONE PEAK (1987)
 TK0199
 TK0199                         *CURRENT SURVEY CONTROL
 TK0199  ___________________________________________________________________
 TK0199* NAD 83(1986)-  48 01 46.     (N)    109 23 59.     (W)     SCALED    
 TK0199* NAVD 88     -      1233.418  (meters)    4046.64   (feet)  ADJUSTED  
 TK0199  ___________________________________________________________________
 TK0199  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 TK0199  DYNAMIC HT  -        1233.401 (meters)    4046.58  (feet)  COMP
 TK0199  MODELED GRAV-     980,553.7   (mgal)                       NAVD 88
 TK0199
 TK0199  VERT ORDER  -  SECOND    CLASS 0
 TK0199
 TK0199.The horizontal coordinates were scaled from a topographic map and have
 TK0199.an estimated accuracy of +/- 6 seconds.
 TK0199
 TK0199.The orthometric height was determined by differential leveling
 TK0199.and adjusted by the National Geodetic Survey in June 1991..
 TK0199
 TK0199.The geoid height was determined by GEOID03.
 TK0199
 TK0199.The dynamic height is computed by dividing the NAVD 88
 TK0199.geopotential number by the normal gravity value computed on the
 TK0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0199.degrees latitude (g = 980.6199 gals.).
 TK0199
 TK0199.The modeled gravity was interpolated from observed gravity values.
 TK0199
 TK0199;                    North         East    Units  Estimated Accuracy
 TK0199;SPC MT       -   419,970.      607,480.      MT  (+/- 180 meters Scaled)
 TK0199
 TK0199                          SUPERSEDED SURVEY CONTROL
 TK0199
 TK0199  NGVD 29 (??/??/92) 1232.577  (m)         4043.88   (f) ADJ UNCH    2 0
 TK0199
 TK0199.Superseded values are not recommended for survey control.
 TK0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0199.See file dsdata.txt to determine how the superseded data were derived.
 TK0199
 TK0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU193208(NAD 83)
 TK0199_MARKER: DB = BENCH MARK DISK
 TK0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0199_STAMPING: J 281 1935
 TK0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0199+STABILITY: SURFACE MOTION
 TK0199
 TK0199  HISTORY     - Date     Condition        Report By
 TK0199  HISTORY     - 1935     MONUMENTED       CGS
 TK0199  HISTORY     - 1955     GOOD             USGS
 TK0199
 TK0199                          STATION DESCRIPTION
 TK0199
 TK0199'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0199'28.8 MI SW FROM CLEVELAND.
 TK0199'28.8 MILES SOUTHWEST ALONG THE LEROY ROAD FROM THE JUNCTION OF THE
 TK0199'CHINOOK ROAD AT CLEVELAND, BLAINE COUNTY, 150 FEET SOUTH OF THE
 TK0199'JUNCTION  OF A T-ROAD LEADING WEST TO A RANCH, AT THE CREST OF A RISE,
 TK0199'63 FEET EAST OF THE CENTERLINE OF OLD ROAD BED, AND AT A FENCE. A
 TK0199'STANDARD DISK, STAMPED J 281 1935 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0272 ***********************************************************************
 TH0272  DESIGNATION -  J 286
 TH0272  PID         -  TH0272
 TH0272  STATE/COUNTY-  MT/ROOSEVELT
 TH0272  USGS QUAD   -  BEARS NEST (1983)
 TH0272
 TH0272                         *CURRENT SURVEY CONTROL
 TH0272  ___________________________________________________________________
 TH0272* NAD 83(1986)-  48 28 35.     (N)    105 28 16.     (W)     SCALED    
 TH0272* NAVD 88     -       820.569  (meters)    2692.15   (feet)  ADJUSTED  
 TH0272  ___________________________________________________________________
 TH0272  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 TH0272  DYNAMIC HT  -         820.674 (meters)    2692.49  (feet)  COMP
 TH0272  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 TH0272
 TH0272  VERT ORDER  -  SECOND    CLASS 0
 TH0272
 TH0272.The horizontal coordinates were scaled from a topographic map and have
 TH0272.an estimated accuracy of +/- 6 seconds.
 TH0272
 TH0272.The orthometric height was determined by differential leveling
 TH0272.and adjusted by the National Geodetic Survey in June 1991..
 TH0272
 TH0272.The geoid height was determined by GEOID03.
 TH0272
 TH0272.The dynamic height is computed by dividing the NAVD 88
 TH0272.geopotential number by the normal gravity value computed on the
 TH0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0272.degrees latitude (g = 980.6199 gals.).
 TH0272
 TH0272.The modeled gravity was interpolated from observed gravity values.
 TH0272
 TH0272;                    North         East    Units  Estimated Accuracy
 TH0272;SPC MT       -   477,310.      897,660.      MT  (+/- 180 meters Scaled)
 TH0272
 TH0272                          SUPERSEDED SURVEY CONTROL
 TH0272
 TH0272  NGVD 29 (??/??/92)  819.966  (m)         2690.17   (f) ADJ UNCH    2 0
 TH0272
 TH0272.Superseded values are not recommended for survey control.
 TH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0272.See file dsdata.txt to determine how the superseded data were derived.
 TH0272
 TH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP651693(NAD 83)
 TH0272_MARKER: DB = BENCH MARK DISK
 TH0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0272_STAMPING: J 286 1935
 TH0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0272+STABILITY: SURFACE MOTION
 TH0272
 TH0272  HISTORY     - Date     Condition        Report By
 TH0272  HISTORY     - 1935     MONUMENTED       CGS
 TH0272  HISTORY     - 1948     GOOD             NGS
 TH0272
 TH0272                          STATION DESCRIPTION
 TH0272
 TH0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TH0272'23.7 MI SW FROM SCOBEY.
 TH0272'21.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE GREAT NORTHERN
 TH0272'RAILWAY STATION AT SCOBEY, THENCE 2.0 MILES WEST ALONG THE TOWNSHIP
 TH0272'LINE, AT THE NORTHWEST CORNER OF SECTION 3, T. 31 N., R. 48 E., 61.4
 TH0272'FEET SOUTH OF A T FENCE CORNER, 30.0 FEET SOUTH OF A U. S. GENERAL
 TH0272'LAND OFFICE SECTION CORNER MARKER, 1.2 FEET SOUTH OF A REFERENCE POST,
 TH0272'0.2 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 TH0272'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0178 ***********************************************************************
 SQ0178  DESIGNATION -  J 292
 SQ0178  PID         -  SQ0178
 SQ0178  STATE/COUNTY-  MT/VALLEY
 SQ0178  USGS QUAD   -  LEWIS RESERVOIR (1978)
 SQ0178
 SQ0178                         *CURRENT SURVEY CONTROL
 SQ0178  ___________________________________________________________________
 SQ0178* NAD 83(1986)-  47 59 50.     (N)    106 44 55.     (W)     SCALED    
 SQ0178* NAVD 88     -       665.601  (meters)    2183.73   (feet)  ADJUSTED  
 SQ0178  ___________________________________________________________________
 SQ0178  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 SQ0178  DYNAMIC HT  -         665.665 (meters)    2183.94  (feet)  COMP
 SQ0178  MODELED GRAV-     980,685.5   (mgal)                       NAVD 88
 SQ0178
 SQ0178  VERT ORDER  -  SECOND    CLASS 0
 SQ0178
 SQ0178.The horizontal coordinates were scaled from a topographic map and have
 SQ0178.an estimated accuracy of +/- 6 seconds.
 SQ0178
 SQ0178.The orthometric height was determined by differential leveling
 SQ0178.and adjusted by the National Geodetic Survey in June 1991..
 SQ0178
 SQ0178.The geoid height was determined by GEOID03.
 SQ0178
 SQ0178.The dynamic height is computed by dividing the NAVD 88
 SQ0178.geopotential number by the normal gravity value computed on the
 SQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0178.degrees latitude (g = 980.6199 gals.).
 SQ0178
 SQ0178.The modeled gravity was interpolated from observed gravity values.
 SQ0178
 SQ0178;                    North         East    Units  Estimated Accuracy
 SQ0178;SPC MT       -   419,990.      805,200.      MT  (+/- 180 meters Scaled)
 SQ0178
 SQ0178                          SUPERSEDED SURVEY CONTROL
 SQ0178
 SQ0178  NGVD 29 (??/??/92)  664.974  (m)         2181.67   (f) ADJ UNCH    2 0
 SQ0178
 SQ0178.Superseded values are not recommended for survey control.
 SQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0178.See file dsdata.txt to determine how the superseded data were derived.
 SQ0178
 SQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP695174(NAD 83)
 SQ0178_MARKER: DB = BENCH MARK DISK
 SQ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0178_STAMPING: J 292 1935
 SQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0178+STABILITY: SURFACE MOTION
 SQ0178
 SQ0178  HISTORY     - Date     Condition        Report By
 SQ0178  HISTORY     - 1935     MONUMENTED       CGS
 SQ0178  HISTORY     - 1948     GOOD             NGS
 SQ0178  HISTORY     - 1957     GOOD             USGS
 SQ0178
 SQ0178                          STATION DESCRIPTION
 SQ0178
 SQ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0178'34.2 MI SE FROM GLASGOW.
 SQ0178'TO REACH FROM THE GREAT NORTHERN RAILWAY STATION AT GLASGOW, GO SOUTH
 SQ0178'ALONG STATE HIGHWAY 24 FOR 9.3 MILES TO THE Y-JUNCTION OF A DIRT ROAD
 SQ0178'LEADING SOUTH, TAKE THE RIGHT FORK AND PROCEED SOUTH ALONG THE GRADED
 SQ0178'DIRT ROAD FOR 17.2 MILES TO THE PINES TO A DIM T-ROAD LEADING
 SQ0178'NORTHWEST, FOLLOW THE DIM ROAD 1.4 MILES TO A DIM T-ROAD LEADING
 SQ0178'NORTHEAST, TAKE THE DIM ROAD (THE OLD WILLOW CREEK ROAD) FOR 6.3 MILES
 SQ0178'NORTHEAST.  THE BENCH MARK IS ABOUT 990 FEET NORTH OF THE CENTERLINE
 SQ0178'OF THE ROAD AT A DRAIN CROSSING, AND 39 FEET NORTHWEST OF THE
 SQ0178'CENTERLINE OF THE ROAD.
 SQ0178
 SQ0178                          STATION RECOVERY (1957)
 SQ0178
 SQ0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0319 ***********************************************************************
 RV0319  DESIGNATION -  J 293
 RV0319  PID         -  RV0319
 RV0319  STATE/COUNTY-  MT/WHEATLAND
 RV0319  USGS QUAD   -  ETHELS COULEE (1986)
 RV0319
 RV0319                         *CURRENT SURVEY CONTROL
 RV0319  ___________________________________________________________________
 RV0319* NAD 83(1986)-  46 24 05.     (N)    109 40 28.     (W)     SCALED    
 RV0319* NAVD 88     -      1224.095  (meters)    4016.05   (feet)  ADJUSTED  
 RV0319  ___________________________________________________________________
 RV0319  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 RV0319  DYNAMIC HT  -        1223.851 (meters)    4015.25  (feet)  COMP
 RV0319  MODELED GRAV-     980,371.8   (mgal)                       NAVD 88
 RV0319
 RV0319  VERT ORDER  -  FIRST     CLASS II
 RV0319
 RV0319.The horizontal coordinates were scaled from a topographic map and have
 RV0319.an estimated accuracy of +/- 6 seconds.
 RV0319
 RV0319.The orthometric height was determined by differential leveling
 RV0319.and adjusted by the National Geodetic Survey in June 1991..
 RV0319
 RV0319.The geoid height was determined by GEOID03.
 RV0319
 RV0319.The dynamic height is computed by dividing the NAVD 88
 RV0319.geopotential number by the normal gravity value computed on the
 RV0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0319.degrees latitude (g = 980.6199 gals.).
 RV0319
 RV0319.The modeled gravity was interpolated from observed gravity values.
 RV0319
 RV0319;                    North         East    Units  Estimated Accuracy
 RV0319;SPC MT       -   239,090.      586,590.      MT  (+/- 180 meters Scaled)
 RV0319
 RV0319                          SUPERSEDED SURVEY CONTROL
 RV0319
 RV0319  NGVD 29 (??/??/92) 1223.221  (m)         4013.18   (f) ADJ UNCH    1 2
 RV0319
 RV0319.Superseded values are not recommended for survey control.
 RV0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0319.See file dsdata.txt to determine how the superseded data were derived.
 RV0319
 RV0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS018395(NAD 83)
 RV0319_MARKER: DB = BENCH MARK DISK
 RV0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0319_STAMPING: J 293 1961
 RV0319_MARK LOGO: CGS   
 RV0319_PROJECTION: PROJECTING 8 CENTIMETERS
 RV0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0319+STABILITY: SURFACE MOTION
 RV0319
 RV0319  HISTORY     - Date     Condition        Report By
 RV0319  HISTORY     - 1961     MONUMENTED       CGS
 RV0319  HISTORY     - 1980     GOOD             NGS
 RV0319
 RV0319                          STATION DESCRIPTION
 RV0319
 RV0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0319'8.3 MI SE FROM HARLOWTON.
 RV0319'8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0319'HARLOWTON, 7.95 MILES NORTHWEST OF SHAWMUT, 101 FEET NORTH OF THE
 RV0319'CENTER LINE OF THE HIGHWAY, 17 1/2 FEET WEST OF THE CENTER LINE OF A
 RV0319'FIELD ROAD LEADING TO CORRALS, 2.8 FEET SOUTHEAST OF THE T JUNCTION OF
 RV0319'A FENCE, 2.0 FEET SOUTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST,
 RV0319'ABOUT 4 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RV0319'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RV0319
 RV0319                          STATION RECOVERY (1980)
 RV0319
 RV0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0319'13.4 KM (8.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE
 RV0319'IN HARLOWTON, OR, 0.2 KM (0.1 MI) SOUTH ALONG A GRAVEL ROAD FROM THE
 RV0319'POST OFFICE IN SHAWMUT, THENCE 12.8 KM (7.95 MI) NORTHWEST ALONG U.S.
 RV0319'HIGHWAY 12, 30.8 METERS (101.0 FT) NORTH OF THE CENTERLINE OF A FIELD
 RV0319'ROAD, 5.3 METERS (17.5 FT) WEST OF THE CENTER OF A GATE, 0.9 METER
 RV0319'(2.8 FT) SOUTHEAST OF A T-FENCE CORNER AND 0.6 METER (2.0 FT) SOUTH
 RV0319'OF A FENCE.
 RV0319'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 RV0319'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0146 ***********************************************************************
 RV0146  DESIGNATION -  J 294
 RV0146  PID         -  RV0146
 RV0146  STATE/COUNTY-  MT/WHEATLAND
 RV0146  USGS QUAD   -  HALBERT CREEK NORTH (1986)
 RV0146
 RV0146                         *CURRENT SURVEY CONTROL
 RV0146  ___________________________________________________________________
 RV0146* NAD 83(1986)-  46 32 43.     (N)    109 29 06.     (W)     SCALED    
 RV0146* NAVD 88     -      1358.012  (meters)    4455.41   (feet)  ADJUSTED  
 RV0146  ___________________________________________________________________
 RV0146  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 RV0146  DYNAMIC HT  -        1357.738 (meters)    4454.51  (feet)  COMP
 RV0146  MODELED GRAV-     980,364.5   (mgal)                       NAVD 88
 RV0146
 RV0146  VERT ORDER  -  SECOND    CLASS 0
 RV0146
 RV0146.The horizontal coordinates were scaled from a topographic map and have
 RV0146.an estimated accuracy of +/- 6 seconds.
 RV0146
 RV0146.The orthometric height was determined by differential leveling
 RV0146.and adjusted by the National Geodetic Survey in June 1991..
 RV0146
 RV0146.The geoid height was determined by GEOID03.
 RV0146
 RV0146.The dynamic height is computed by dividing the NAVD 88
 RV0146.geopotential number by the normal gravity value computed on the
 RV0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0146.degrees latitude (g = 980.6199 gals.).
 RV0146
 RV0146.The modeled gravity was interpolated from observed gravity values.
 RV0146
 RV0146;                    North         East    Units  Estimated Accuracy
 RV0146;SPC MT       -   255,060.      601,150.      MT  (+/- 180 meters Scaled)
 RV0146
 RV0146                          SUPERSEDED SURVEY CONTROL
 RV0146
 RV0146  NGVD 29 (??/??/92) 1357.080  (m)         4452.35   (f) ADJ UNCH    2 0
 RV0146
 RV0146.Superseded values are not recommended for survey control.
 RV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0146.See file dsdata.txt to determine how the superseded data were derived.
 RV0146
 RV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS161557(NAD 83)
 RV0146_MARKER: DB = BENCH MARK DISK
 RV0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0146_STAMPING: J 294 1961
 RV0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0146+STABILITY: SURFACE MOTION
 RV0146
 RV0146  HISTORY     - Date     Condition        Report By
 RV0146  HISTORY     - 1961     MONUMENTED       CGS
 RV0146
 RV0146                          STATION DESCRIPTION
 RV0146
 RV0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0146'7.4 MI N FROM HEDGESVILLE.
 RV0146'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0146'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0146'ROAD, THENCE 6.1 MILES NORTH ALONG A GRAVEL ROAD, 0.2 MILE SOUTH OF AN
 RV0146'EAST-WEST FENCE LINE, 27 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 RV0146'ROAD, 1.5 FEET WEST-SOUTHWEST OF A FENCE, 2.1 FEET NORTH-NORTHWEST OF
 RV0146'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RV0146'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0409 ***********************************************************************
 RV0409  DESIGNATION -  J 295
 RV0409  PID         -  RV0409
 RV0409  STATE/COUNTY-  MT/WHEATLAND
 RV0409  USGS QUAD   -  OKA (1986)
 RV0409
 RV0409                         *CURRENT SURVEY CONTROL
 RV0409  ___________________________________________________________________
 RV0409* NAD 83(1986)-  46 37 17.     (N)    109 50 10.     (W)     SCALED    
 RV0409* NAVD 88     -      1455.887  (meters)    4776.52   (feet)  ADJUSTED  
 RV0409  ___________________________________________________________________
 RV0409  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 RV0409  DYNAMIC HT  -        1455.558 (meters)    4775.44  (feet)  COMP
 RV0409  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 RV0409
 RV0409  VERT ORDER  -  SECOND    CLASS 0
 RV0409
 RV0409.The horizontal coordinates were scaled from a topographic map and have
 RV0409.an estimated accuracy of +/- 6 seconds.
 RV0409
 RV0409.The orthometric height was determined by differential leveling
 RV0409.and adjusted by the National Geodetic Survey in June 1991..
 RV0409
 RV0409.The geoid height was determined by GEOID03.
 RV0409
 RV0409.The dynamic height is computed by dividing the NAVD 88
 RV0409.geopotential number by the normal gravity value computed on the
 RV0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0409.degrees latitude (g = 980.6199 gals.).
 RV0409
 RV0409.The modeled gravity was interpolated from observed gravity values.
 RV0409
 RV0409;                    North         East    Units  Estimated Accuracy
 RV0409;SPC MT       -   263,570.      574,270.      MT  (+/- 180 meters Scaled)
 RV0409
 RV0409                          SUPERSEDED SURVEY CONTROL
 RV0409
 RV0409  NGVD 29 (??/??/92) 1454.893  (m)         4773.26   (f) ADJ UNCH    2 0
 RV0409
 RV0409.Superseded values are not recommended for survey control.
 RV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0409.See file dsdata.txt to determine how the superseded data were derived.
 RV0409
 RV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS891637(NAD 83)
 RV0409_MARKER: DB = BENCH MARK DISK
 RV0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0409_STAMPING: J 295 1961
 RV0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0409+STABILITY: SURFACE MOTION
 RV0409
 RV0409  HISTORY     - Date     Condition        Report By
 RV0409  HISTORY     - 1961     MONUMENTED       CGS
 RV0409
 RV0409                          STATION DESCRIPTION
 RV0409
 RV0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0409'7.35 MI SW FROM JUDITH GAP.
 RV0409'ABOUT 7.35 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0409'PACIFIC RAILROAD FROM THE STATION SIGN AT JUDITH GAP, 9 FEET WEST OF
 RV0409'THE 2ND POLE SOUTH OF MILE POLE 14, 90 FEET EAST AND ACROSS THE TRACK
 RV0409'FROM THE OKA STATION SIGN, 238 FEET NORTH-NORTHEAST OF THE CENTER OF A
 RV0409'ROAD CROSSING, 62 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 1 1/2
 RV0409'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE
 RV0409'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0572 ***********************************************************************
 RV0572  DESIGNATION -  J 296
 RV0572  PID         -  RV0572
 RV0572  STATE/COUNTY-  MT/WHEATLAND
 RV0572  USGS QUAD   -  MEAD CREEK (1995)
 RV0572
 RV0572                         *CURRENT SURVEY CONTROL
 RV0572  ___________________________________________________________________
 RV0572* NAD 83(1986)-  46 40 44.     (N)    109 56 06.     (W)     SCALED    
 RV0572* NAVD 88     -      1584.653  (meters)    5198.98   (feet)  ADJUSTED  
 RV0572  ___________________________________________________________________
 RV0572  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 RV0572  DYNAMIC HT  -        1584.276 (meters)    5197.75  (feet)  COMP
 RV0572  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 RV0572
 RV0572  VERT ORDER  -  SECOND    CLASS 0
 RV0572
 RV0572.The horizontal coordinates were scaled from a topographic map and have
 RV0572.an estimated accuracy of +/- 6 seconds.
 RV0572
 RV0572.The orthometric height was determined by differential leveling
 RV0572.and adjusted by the National Geodetic Survey in June 1991..
 RV0572
 RV0572.The geoid height was determined by GEOID03.
 RV0572
 RV0572.The dynamic height is computed by dividing the NAVD 88
 RV0572.geopotential number by the normal gravity value computed on the
 RV0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0572.degrees latitude (g = 980.6199 gals.).
 RV0572
 RV0572.The modeled gravity was interpolated from observed gravity values.
 RV0572
 RV0572;                    North         East    Units  Estimated Accuracy
 RV0572;SPC MT       -   269,990.      566,740.      MT  (+/- 180 meters Scaled)
 RV0572
 RV0572                          SUPERSEDED SURVEY CONTROL
 RV0572
 RV0572  NGVD 29 (??/??/92) 1583.630  (m)         5195.63   (f) ADJ UNCH    2 0
 RV0572
 RV0572.Superseded values are not recommended for survey control.
 RV0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0572.See file dsdata.txt to determine how the superseded data were derived.
 RV0572
 RV0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS814700(NAD 83)
 RV0572_MARKER: DB = BENCH MARK DISK
 RV0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0572_STAMPING: J 296 1961
 RV0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0572+STABILITY: SURFACE MOTION
 RV0572
 RV0572  HISTORY     - Date     Condition        Report By
 RV0572  HISTORY     - 1961     MONUMENTED       CGS
 RV0572
 RV0572                          STATION DESCRIPTION
 RV0572
 RV0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0572'10.2 MI W FROM JUDITH GAP.
 RV0572'ABOUT 6.2 MILES WEST ALONG A GRAVEL ROAD FROM THE GREAT NORTHERN
 RV0572'RAILWAY STATION AT JUDITH GAP, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 RV0572'ROAD, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, 0.1 MILE EAST OF THE
 RV0572'JUNCTION OF ROBERTS CREEK ROAD LEADING NORTH, 36 FEET SOUTH OF THE
 RV0572'CENTER LINE OF THE ROAD, 18- FEET EAST OF THE CENTER OF A GATE, 3 FEET
 RV0572'NORTH OF A FENCE CORNER, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 RV0572'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0602 ***********************************************************************
 RV0602  DESIGNATION -  J 297
 RV0602  PID         -  RV0602
 RV0602  STATE/COUNTY-  MT/FERGUS
 RV0602  USGS QUAD   -  BUFFALO (1970)
 RV0602
 RV0602                         *CURRENT SURVEY CONTROL
 RV0602  ___________________________________________________________________
 RV0602* NAD 83(1986)-  46 51 10.     (N)    109 45 58.     (W)     SCALED    
 RV0602* NAVD 88     -      1306.974  (meters)    4287.96   (feet)  ADJUSTED  
 RV0602  ___________________________________________________________________
 RV0602  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 RV0602  DYNAMIC HT  -        1306.749 (meters)    4287.23  (feet)  COMP
 RV0602  MODELED GRAV-     980,395.9   (mgal)                       NAVD 88
 RV0602
 RV0602  VERT ORDER  -  FIRST     CLASS II
 RV0602
 RV0602.The horizontal coordinates were scaled from a topographic map and have
 RV0602.an estimated accuracy of +/- 6 seconds.
 RV0602
 RV0602.The orthometric height was determined by differential leveling
 RV0602.and adjusted by the National Geodetic Survey in June 1991..
 RV0602
 RV0602.The geoid height was determined by GEOID03.
 RV0602
 RV0602.The dynamic height is computed by dividing the NAVD 88
 RV0602.geopotential number by the normal gravity value computed on the
 RV0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0602.degrees latitude (g = 980.6199 gals.).
 RV0602
 RV0602.The modeled gravity was interpolated from observed gravity values.
 RV0602
 RV0602;                    North         East    Units  Estimated Accuracy
 RV0602;SPC MT       -   289,260.      579,720.      MT  (+/- 180 meters Scaled)
 RV0602
 RV0602                          SUPERSEDED SURVEY CONTROL
 RV0602
 RV0602  NGVD 29 (??/??/92) 1306.046  (m)         4284.92   (f) ADJ UNCH    1 2
 RV0602
 RV0602.Superseded values are not recommended for survey control.
 RV0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0602.See file dsdata.txt to determine how the superseded data were derived.
 RV0602
 RV0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS940895(NAD 83)
 RV0602_MARKER: DB = BENCH MARK DISK
 RV0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0602_STAMPING: J 297 1961
 RV0602_MARK LOGO: CGS   
 RV0602_PROJECTION: PROJECTING 12 CENTIMETERS
 RV0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0602+STABILITY: SURFACE MOTION
 RV0602
 RV0602  HISTORY     - Date     Condition        Report By
 RV0602  HISTORY     - 1961     MONUMENTED       CGS
 RV0602  HISTORY     - 1980     GOOD             NGS
 RV0602
 RV0602                          STATION DESCRIPTION
 RV0602
 RV0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0602'7.25 MI N FROM GARNEILL.
 RV0602'7.25 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT GARNEILL,
 RV0602'66 FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF A COUNTY ROAD,
 RV0602'59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE
 RV0602'CENTER LINE OF THE ROAD, 3 1/2 FEET EAST OF A BRACE POLE, 3 FEET WEST
 RV0602'OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 RV0602'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 RV0602'FOOT ABOVE THE GROUND.
 RV0602
 RV0602                          STATION RECOVERY (1980)
 RV0602
 RV0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0602'14.8 KM (9.2 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF
 RV0602'U.S. HIGHWAYS 87 AND 191 IN EDDIES CORNER, AT A GRAVEL ROAD LEADING
 RV0602'WEST, 18.0 METERS (59.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 RV0602'8.8 METERS (29.0 FT) SOUTH OF THE CENTER OF THE ROAD, 1.1 METERS (3.5
 RV0602'FT) EAST OF A UTILITY BRACE POLE, AND 0.9 METER (3.0 FT) WEST OF A
 RV0602'UTILITY POLE.
 RV0602'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RV0602'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0634 ***********************************************************************
 PY0634  DESIGNATION -  J 298
 PY0634  PID         -  PY0634
 PY0634  STATE/COUNTY-  MT/BEAVERHEAD
 PY0634  USGS QUAD   -  MOUNT JEFFERSON (1988)
 PY0634
 PY0634                         *CURRENT SURVEY CONTROL
 PY0634  ___________________________________________________________________
 PY0634* NAD 83(1986)-  44 36 11.     (N)    111 35 09.     (W)     SCALED    
 PY0634* NAVD 88     -      2066.284  (meters)    6779.13   (feet)  POSTED    
 PY0634  ___________________________________________________________________
 PY0634  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0634  DYNAMIC HT  -        2065.130 (meters)    6775.35  (feet)  COMP
 PY0634  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 PY0634
 PY0634  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0634
 PY0634.The horizontal coordinates were scaled from a topographic map and have
 PY0634.an estimated accuracy of +/- 6 seconds.
 PY0634
 PY0634.The orthometric height was determined by differential leveling
 PY0634.and adjusted by the National Geodetic Survey in 1992..
 PY0634.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0634.rate of 1.1 thru 2.0 mm/km.
 PY0634
 PY0634.The geoid height was determined by GEOID03.
 PY0634
 PY0634.The dynamic height is computed by dividing the NAVD 88
 PY0634.geopotential number by the normal gravity value computed on the
 PY0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0634.degrees latitude (g = 980.6199 gals.).
 PY0634
 PY0634.The modeled gravity was interpolated from observed gravity values.
 PY0634
 PY0634;                    North         East    Units  Estimated Accuracy
 PY0634;SPC MT       -    41,450.      434,380.      MT  (+/- 180 meters Scaled)
 PY0634
 PY0634                          SUPERSEDED SURVEY CONTROL
 PY0634
 PY0634  NGVD 29 (??/??/92) 2064.890  (m)         6774.56   (f) ADJ UNCH    1 2
 PY0634
 PY0634.Superseded values are not recommended for survey control.
 PY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0634.See file dsdata.txt to determine how the superseded data were derived.
 PY0634
 PY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ535390(NAD 83)
 PY0634_MARKER: DB = BENCH MARK DISK
 PY0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0634_STAMPING: J 298 1964
 PY0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0634+STABILITY: SURFACE MOTION
 PY0634
 PY0634  HISTORY     - Date     Condition        Report By
 PY0634  HISTORY     - 1964     MONUMENTED       CGS
 PY0634
 PY0634                          STATION DESCRIPTION
 PY0634
 PY0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0634'13.45 MI E FROM LAKEVIEW.
 PY0634'ABOUT 13.45 MILES EAST ALONG A GRADED DIRT ROAD FROM THE WILDLIFE
 PY0634'REFUGE HEADQUARTERS AT LAKEVIEW, IN S 22, T 14 S, R 1 E, ABOUT 0.1
 PY0634'MILE EAST OF A LOG RANCH HOUSE, 52 FEET NORTH OF THE CENTER LINE OF
 PY0634'THE ROAD, 20 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 1.8
 PY0634'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PY0634'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0052 ***********************************************************************
 PZ0052  DESIGNATION -  J 299
 PZ0052  PID         -  PZ0052
 PZ0052  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0052  USGS QUAD   -  BIG TABLE MOUNTAIN (1968)
 PZ0052
 PZ0052                         *CURRENT SURVEY CONTROL
 PZ0052  ___________________________________________________________________
 PZ0052* NAD 83(1986)-  44 35 13.     (N)    112 02 55.     (W)     SCALED    
 PZ0052* NAVD 88     -      2030.300  (meters)    6661.08   (feet)  ADJUSTED  
 PZ0052  ___________________________________________________________________
 PZ0052  GEOID HEIGHT-          -9.56  (meters)                     GEOID03
 PZ0052  DYNAMIC HT  -        2029.146 (meters)    6657.29  (feet)  COMP
 PZ0052  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 PZ0052
 PZ0052  VERT ORDER  -  FIRST     CLASS II
 PZ0052
 PZ0052.The horizontal coordinates were scaled from a topographic map and have
 PZ0052.an estimated accuracy of +/- 6 seconds.
 PZ0052
 PZ0052.The orthometric height was determined by differential leveling
 PZ0052.and adjusted by the National Geodetic Survey in June 1991..
 PZ0052
 PZ0052.The geoid height was determined by GEOID03.
 PZ0052
 PZ0052.The dynamic height is computed by dividing the NAVD 88
 PZ0052.geopotential number by the normal gravity value computed on the
 PZ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0052.degrees latitude (g = 980.6199 gals.).
 PZ0052
 PZ0052.The modeled gravity was interpolated from observed gravity values.
 PZ0052
 PZ0052;                    North         East    Units  Estimated Accuracy
 PZ0052;SPC MT       -    40,750.      397,590.      MT  (+/- 180 meters Scaled)
 PZ0052
 PZ0052                          SUPERSEDED SURVEY CONTROL
 PZ0052
 PZ0052  NGVD 29 (??/??/92) 2028.941  (m)         6656.62   (f) ADJ UNCH    1 2
 PZ0052
 PZ0052.Superseded values are not recommended for survey control.
 PZ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0052.See file dsdata.txt to determine how the superseded data were derived.
 PZ0052
 PZ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ167376(NAD 83)
 PZ0052_MARKER: DB = BENCH MARK DISK
 PZ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0052_STAMPING: J 299 1964
 PZ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0052+STABILITY: SURFACE MOTION
 PZ0052
 PZ0052  HISTORY     - Date     Condition        Report By
 PZ0052  HISTORY     - 1964     MONUMENTED       CGS
 PZ0052
 PZ0052                          STATION DESCRIPTION
 PZ0052
 PZ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0052'13.1 MI NW FROM LAKEVIEW.
 PZ0052'13.1 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE REFUGE
 PZ0052'HEADQUARTERS AT LAKEVIEW, OR ABOUT 14.4 MILES NORTHEAST ALONG A
 PZ0052'GRAVELED ROAD FROM THE UNION PACIFIC RAILROAD STATION AT MONIDA, NEAR
 PZ0052'THE CREST AND ON THE EAST SLOPE OF A HILL, 47 FEET NORTH OF THE CENTER
 PZ0052'LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A FENCE LINE, 1.6 FEET EAST OF A
 PZ0052'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PZ0052'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0019 ***********************************************************************
 QY0019  DESIGNATION -  J 3
 QY0019  PID         -  QY0019
 QY0019  STATE/COUNTY-  MT/JEFFERSON
 QY0019  USGS QUAD   -  HOMESTAKE (1996)
 QY0019
 QY0019                         *CURRENT SURVEY CONTROL
 QY0019  ___________________________________________________________________
 QY0019* NAD 83(1986)-  45 55 25.     (N)    112 24 49.     (W)     SCALED    
 QY0019* NAVD 88     -      1930.982  (meters)    6335.23   (feet)  ADJUSTED  
 QY0019  ___________________________________________________________________
 QY0019  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 QY0019  DYNAMIC HT  -        1930.186 (meters)    6332.62  (feet)  COMP
 QY0019  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 QY0019
 QY0019  VERT ORDER  -  FIRST     CLASS II
 QY0019
 QY0019.The horizontal coordinates were scaled from a topographic map and have
 QY0019.an estimated accuracy of +/- 6 seconds.
 QY0019
 QY0019.The orthometric height was determined by differential leveling
 QY0019.and adjusted by the National Geodetic Survey in June 1991..
 QY0019
 QY0019.The geoid height was determined by GEOID03.
 QY0019
 QY0019.The dynamic height is computed by dividing the NAVD 88
 QY0019.geopotential number by the normal gravity value computed on the
 QY0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0019.degrees latitude (g = 980.6199 gals.).
 QY0019
 QY0019.The modeled gravity was interpolated from observed gravity values.
 QY0019
 QY0019;                    North         East    Units  Estimated Accuracy
 QY0019;SPC MT       -   190,190.      374,140.      MT  (+/- 180 meters Scaled)
 QY0019
 QY0019                          SUPERSEDED SURVEY CONTROL
 QY0019
 QY0019  NGVD 29 (??/??/92) 1929.692  (m)         6331.00   (f) ADJ UNCH    1 2
 QY0019
 QY0019.Superseded values are not recommended for survey control.
 QY0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0019.See file dsdata.txt to determine how the superseded data were derived.
 QY0019
 QY0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR903865(NAD 83)
 QY0019_MARKER: P = PIPE CAP
 QY0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QY0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QY0019_STAMPING: J 3 1907 6331.723
 QY0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0019
 QY0019  HISTORY     - Date     Condition        Report By
 QY0019  HISTORY     - 1907     MONUMENTED       CGS
 QY0019  HISTORY     - 1958     GOOD             NGS
 QY0019  HISTORY     - 1982     MARK NOT FOUND   NGS
 QY0019  HISTORY     - 20050716 GOOD             GEOCAC
 QY0019
 QY0019                          STATION DESCRIPTION
 QY0019
 QY0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0019'10.5 MI SE FROM BUTTE.
 QY0019'10.5 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0019'STATION AT BUTTE, IN SECTION 13, T 2 N, R 7 W, AT HOMESTAKE, ABOUT 0.3
 QY0019'MILE EAST OF MILEPOST 61, 326 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 QY0019'TRACK, 101 FEET WEST OF A LARGE FLAT ROCK ON THE WEST SLOPE OF A HILL,
 QY0019'27 FEET NORTH-NORTHWEST OF THE NEAR FACE OF A SECTION HOUSE WHICH WAS
 QY0019'PREVIOUSLY THE HOMESTAKE STATION, 23 FEET SOUTH OF A FENCE, AND ON THE
 QY0019'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 5 INCHES.  NOTE-- J 3 1907
 QY0019'WAS STAMPED BY THIS PARTY.
 QY0019
 QY0019                          STATION RECOVERY (1982)
 QY0019
 QY0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QY0019'MARK NOT FOUND.
 QY0019
 QY0019                          STATION RECOVERY (2005)
 QY0019
 QY0019'RECOVERY NOTE BY GEOCACHING 2005 (GDL)
 QY0019'FOUND AS DESCRIBED EXCEPT THE SECTION HOUSE IS NO LONGER PRESENT.
 QY0019'HAND HELD COORDINATES 45 55.414N  112 24.807W  NAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0678 ***********************************************************************
 SS0678  DESIGNATION -  J 3 Y
 SS0678  PID         -  SS0678
 SS0678  STATE/COUNTY-  MT/CHOUTEAU
 SS0678  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0678
 SS0678                         *CURRENT SURVEY CONTROL
 SS0678  ___________________________________________________________________
 SS0678* NAD 83(1986)-  47 49 45.     (N)    111 23 25.     (W)     SCALED    
 SS0678* NAVD 88     -      1080.170  (meters)    3543.86   (feet)  ADJUSTED  
 SS0678  ___________________________________________________________________
 SS0678  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 SS0678  DYNAMIC HT  -        1080.144 (meters)    3543.77  (feet)  COMP
 SS0678  MODELED GRAV-     980,549.9   (mgal)                       NAVD 88
 SS0678
 SS0678  VERT ORDER  -  SECOND    CLASS 0
 SS0678
 SS0678.The horizontal coordinates were scaled from a topographic map and have
 SS0678.an estimated accuracy of +/- 6 seconds.
 SS0678
 SS0678.The orthometric height was determined by differential leveling
 SS0678.and adjusted by the National Geodetic Survey in June 1991..
 SS0678
 SS0678.The geoid height was determined by GEOID03.
 SS0678
 SS0678.The dynamic height is computed by dividing the NAVD 88
 SS0678.geopotential number by the normal gravity value computed on the
 SS0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0678.degrees latitude (g = 980.6199 gals.).
 SS0678
 SS0678.The modeled gravity was interpolated from observed gravity values.
 SS0678
 SS0678;                    North         East    Units  Estimated Accuracy
 SS0678;SPC MT       -   399,420.      458,560.      MT  (+/- 180 meters Scaled)
 SS0678
 SS0678                          SUPERSEDED SURVEY CONTROL
 SS0678
 SS0678  NGVD 29 (??/??/92) 1079.263  (m)         3540.88   (f) ADJ UNCH    2 0
 SS0678
 SS0678.Superseded values are not recommended for survey control.
 SS0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0678.See file dsdata.txt to determine how the superseded data were derived.
 SS0678
 SS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT707973(NAD 83)
 SS0678_MARKER: DS = TRIANGULATION STATION DISK
 SS0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0678_STAMPING: J 3 Y 1961
 SS0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0678+STABILITY: SURFACE MOTION
 SS0678
 SS0678  HISTORY     - Date     Condition        Report By
 SS0678  HISTORY     - 1961     MONUMENTED       CGS
 SS0678
 SS0678                          STATION DESCRIPTION
 SS0678
 SS0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0678'17.4 MI E FROM DUTTON.
 SS0678'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0678'AT DUTTON, THENCE 15.1 MILES EAST ALONG A COUNTY ROAD, THENCE 1.0 MILE
 SS0678'SOUTH ALONG A COUNTY ROAD, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD,
 SS0678'AT THE CREST OF A SMALL HILL, 43 FEET NORTH OF THE CENTER LINE OF THE
 SS0678'ROAD, 13 FEET WEST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH,
 SS0678'19 FEET NORTH OF J 3 Y R.M. 2, 29 FEET WEST-NORTHWEST OF AND ACROSS
 SS0678'THE TRACK ROAD FROM J 3 Y R.M. 1, 3.0 FEET SOUTH OF A WITNESS POST,
 SS0678'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS0678'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0676 ***********************************************************************
 SS0676  DESIGNATION -  J 3 Y AZ MK
 SS0676  PID         -  SS0676
 SS0676  STATE/COUNTY-  MT/CHOUTEAU
 SS0676  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0676
 SS0676                         *CURRENT SURVEY CONTROL
 SS0676  ___________________________________________________________________
 SS0676* NAD 83(1986)-  47 49 44.     (N)    111 22 49.     (W)     SCALED    
 SS0676* NAVD 88     -      1071.016  (meters)    3513.82   (feet)  ADJUSTED  
 SS0676  ___________________________________________________________________
 SS0676  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 SS0676  DYNAMIC HT  -        1070.990 (meters)    3513.74  (feet)  COMP
 SS0676  MODELED GRAV-     980,550.4   (mgal)                       NAVD 88
 SS0676
 SS0676  VERT ORDER  -  SECOND    CLASS 0
 SS0676
 SS0676.The horizontal coordinates were scaled from a topographic map and have
 SS0676.an estimated accuracy of +/- 6 seconds.
 SS0676
 SS0676.The orthometric height was determined by differential leveling
 SS0676.and adjusted by the National Geodetic Survey in June 1991..
 SS0676
 SS0676.The geoid height was determined by GEOID03.
 SS0676
 SS0676.The dynamic height is computed by dividing the NAVD 88
 SS0676.geopotential number by the normal gravity value computed on the
 SS0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0676.degrees latitude (g = 980.6199 gals.).
 SS0676
 SS0676.The modeled gravity was interpolated from observed gravity values.
 SS0676
 SS0676;                    North         East    Units  Estimated Accuracy
 SS0676;SPC MT       -   399,370.      459,310.      MT  (+/- 180 meters Scaled)
 SS0676
 SS0676                          SUPERSEDED SURVEY CONTROL
 SS0676
 SS0676  NGVD 29 (??/??/92) 1070.109  (m)         3510.85   (f) ADJ UNCH    2 0
 SS0676
 SS0676.Superseded values are not recommended for survey control.
 SS0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0676.See file dsdata.txt to determine how the superseded data were derived.
 SS0676
 SS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT715973(NAD 83)
 SS0676_MARKER: DZ = AZIMUTH MARK DISK
 SS0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0676_STAMPING: J 3 Y 1961
 SS0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0676+STABILITY: SURFACE MOTION
 SS0676
 SS0676  HISTORY     - Date     Condition        Report By
 SS0676  HISTORY     - 1961     MONUMENTED       CGS
 SS0676
 SS0676                          STATION DESCRIPTION
 SS0676
 SS0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0676'17.9 MI E FROM DUTTON.
 SS0676'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0676'AT DUTTON, THENCE 15.1 MILES EAST ALONG A COUNTY ROAD, THENCE 1.0 MILE
 SS0676'SOUTH ALONG A COUNTY ROAD, THENCE 1.45 MILES EAST ALONG A COUNTY ROAD,
 SS0676'ON THE EAST BANK OF A RAVINE, AT THE JUNCTION OF A TRACK ROAD LEADING
 SS0676'SOUTH, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21 FEET WEST OF
 SS0676'THE CENTER LINE OF THE TRACK ROAD, 2.0 FEET SOUTH-SOUTHWEST OF A
 SS0676'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SS0676'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0677 ***********************************************************************
 SS0677  DESIGNATION -  J 3 Y RM 1
 SS0677  PID         -  SS0677
 SS0677  STATE/COUNTY-  MT/CHOUTEAU
 SS0677  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0677
 SS0677                         *CURRENT SURVEY CONTROL
 SS0677  ___________________________________________________________________
 SS0677* NAD 83(1986)-  47 49 45.     (N)    111 23 25.     (W)     SCALED    
 SS0677* NAVD 88     -      1080.184  (meters)    3543.90   (feet)  ADJUSTED  
 SS0677  ___________________________________________________________________
 SS0677  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 SS0677  DYNAMIC HT  -        1080.157 (meters)    3543.82  (feet)  COMP
 SS0677  MODELED GRAV-     980,549.9   (mgal)                       NAVD 88
 SS0677
 SS0677  VERT ORDER  -  SECOND    CLASS 0
 SS0677
 SS0677.The horizontal coordinates were scaled from a topographic map and have
 SS0677.an estimated accuracy of +/- 6 seconds.
 SS0677
 SS0677.The orthometric height was determined by differential leveling
 SS0677.and adjusted by the National Geodetic Survey in June 1991..
 SS0677
 SS0677.The geoid height was determined by GEOID03.
 SS0677
 SS0677.The dynamic height is computed by dividing the NAVD 88
 SS0677.geopotential number by the normal gravity value computed on the
 SS0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0677.degrees latitude (g = 980.6199 gals.).
 SS0677
 SS0677.The modeled gravity was interpolated from observed gravity values.
 SS0677
 SS0677;                    North         East    Units  Estimated Accuracy
 SS0677;SPC MT       -   399,420.      458,560.      MT  (+/- 180 meters Scaled)
 SS0677
 SS0677                          SUPERSEDED SURVEY CONTROL
 SS0677
 SS0677  NGVD 29 (??/??/92) 1079.276  (m)         3540.92   (f) ADJ UNCH    2 0
 SS0677
 SS0677.Superseded values are not recommended for survey control.
 SS0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0677.See file dsdata.txt to determine how the superseded data were derived.
 SS0677
 SS0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT707973(NAD 83)
 SS0677_MARKER: DR = REFERENCE MARK DISK
 SS0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0677_STAMPING: J 3 Y NO. 1 1961
 SS0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0677+STABILITY: SURFACE MOTION
 SS0677
 SS0677  HISTORY     - Date     Condition        Report By
 SS0677  HISTORY     - 1961     MONUMENTED       CGS
 SS0677
 SS0677                          STATION DESCRIPTION
 SS0677
 SS0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0677'17.4 MI E FROM DUTTON.
 SS0677'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0677'AT DUTTON, THENCE 15.1 MILES EAST ALONG A COUNTY ROAD, THENCE 1.0 MILE
 SS0677'SOUTH ALONG A COUNTY ROAD, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD,
 SS0677'34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29 FEET EAST-SOUTHEAST
 SS0677'OF AND ACROSS THE TRACK ROAD FROM J 3 Y, 29 FEET EAST-NORTHEAST OF J 3
 SS0677'Y R.M. 2, 15 1/2 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 1.5
 SS0677'FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD,
 SS0677'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS0677'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0679 ***********************************************************************
 SS0679  DESIGNATION -  J 3 Y RM 2
 SS0679  PID         -  SS0679
 SS0679  STATE/COUNTY-  MT/CHOUTEAU
 SS0679  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0679
 SS0679                         *CURRENT SURVEY CONTROL
 SS0679  ___________________________________________________________________
 SS0679* NAD 83(1986)-  47 49 45.     (N)    111 23 25.     (W)     SCALED    
 SS0679* NAVD 88     -      1080.447  (meters)    3544.77   (feet)  ADJUSTED  
 SS0679  ___________________________________________________________________
 SS0679  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 SS0679  DYNAMIC HT  -        1080.421 (meters)    3544.68  (feet)  COMP
 SS0679  MODELED GRAV-     980,549.9   (mgal)                       NAVD 88
 SS0679
 SS0679  VERT ORDER  -  SECOND    CLASS 0
 SS0679
 SS0679.The horizontal coordinates were scaled from a topographic map and have
 SS0679.an estimated accuracy of +/- 6 seconds.
 SS0679
 SS0679.The orthometric height was determined by differential leveling
 SS0679.and adjusted by the National Geodetic Survey in June 1991..
 SS0679
 SS0679.The geoid height was determined by GEOID03.
 SS0679
 SS0679.The dynamic height is computed by dividing the NAVD 88
 SS0679.geopotential number by the normal gravity value computed on the
 SS0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0679.degrees latitude (g = 980.6199 gals.).
 SS0679
 SS0679.The modeled gravity was interpolated from observed gravity values.
 SS0679
 SS0679;                    North         East    Units  Estimated Accuracy
 SS0679;SPC MT       -   399,420.      458,560.      MT  (+/- 180 meters Scaled)
 SS0679
 SS0679                          SUPERSEDED SURVEY CONTROL
 SS0679
 SS0679  NGVD 29 (??/??/92) 1079.540  (m)         3541.79   (f) ADJ UNCH    2 0
 SS0679
 SS0679.Superseded values are not recommended for survey control.
 SS0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0679.See file dsdata.txt to determine how the superseded data were derived.
 SS0679
 SS0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT707973(NAD 83)
 SS0679_MARKER: DR = REFERENCE MARK DISK
 SS0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0679_STAMPING: J 3 Y NO. 2 1961
 SS0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0679+STABILITY: SURFACE MOTION
 SS0679
 SS0679  HISTORY     - Date     Condition        Report By
 SS0679  HISTORY     - 1961     MONUMENTED       CGS
 SS0679
 SS0679                          STATION DESCRIPTION
 SS0679
 SS0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0679'17.4 MI E FROM DUTTON.
 SS0679'0.35 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0679'AT DUTTON, THENCE 15.1 MILES EAST ALONG A COUNTY ROAD, THENCE 1.0 MILE
 SS0679'SOUTH ALONG A COUNTY ROAD, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD,
 SS0679'29 FEET WEST-SOUTHWEST OF J 3 Y R.M.1, 19 FEET SOUTH OF J 3 Y, 24 FEET
 SS0679'NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET WEST OF THE CENTER LINE
 SS0679'OF THE TRACK ROAD, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 SS0679'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS0679'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0014 ***********************************************************************
 SP0014  DESIGNATION -  J 30
 SP0014  PID         -  SP0014
 SP0014  STATE/COUNTY-  MT/RICHLAND
 SP0014  USGS QUAD   -  SIDNEY (1974)
 SP0014
 SP0014                         *CURRENT SURVEY CONTROL
 SP0014  ___________________________________________________________________
 SP0014* NAD 83(1986)-  47 42 37.     (N)    104 08 44.     (W)     SCALED    
 SP0014* NAVD 88     -       589.140  (meters)    1932.87   (feet)  ADJUSTED  
 SP0014  ___________________________________________________________________
 SP0014  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 SP0014  DYNAMIC HT  -         589.197 (meters)    1933.06  (feet)  COMP
 SP0014  MODELED GRAV-     980,689.7   (mgal)                       NAVD 88
 SP0014
 SP0014  VERT ORDER  -  FIRST     CLASS II
 SP0014
 SP0014.The horizontal coordinates were scaled from a topographic map and have
 SP0014.an estimated accuracy of +/- 6 seconds.
 SP0014
 SP0014.The orthometric height was determined by differential leveling
 SP0014.and adjusted by the National Geodetic Survey in June 1991..
 SP0014
 SP0014.The geoid height was determined by GEOID03.
 SP0014
 SP0014.The dynamic height is computed by dividing the NAVD 88
 SP0014.geopotential number by the normal gravity value computed on the
 SP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0014.degrees latitude (g = 980.6199 gals.).
 SP0014
 SP0014.The modeled gravity was interpolated from observed gravity values.
 SP0014
 SP0014;                    North         East    Units  Estimated Accuracy
 SP0014;SPC MT       -   398,220.    1,001,280.      MT  (+/- 180 meters Scaled)
 SP0014
 SP0014                          SUPERSEDED SURVEY CONTROL
 SP0014
 SP0014  NGVD 29 (??/??/92)  588.649  (m)         1931.26   (f) ADJ UNCH    1 2
 SP0014
 SP0014.Superseded values are not recommended for survey control.
 SP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0014.See file dsdata.txt to determine how the superseded data were derived.
 SP0014
 SP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN640844(NAD 83)
 SP0014_MARKER: DB = BENCH MARK DISK
 SP0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SP0014_SP_SET: FOUNDATION
 SP0014_STAMPING: 1931.259
 SP0014_MARK LOGO: CGS   
 SP0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0014
 SP0014  HISTORY     - Date     Condition        Report By
 SP0014  HISTORY     - UNK      MONUMENTED       CGS
 SP0014  HISTORY     - 1960     GOOD             NGS
 SP0014  HISTORY     - 1981     GOOD             NGS
 SP0014
 SP0014                          STATION DESCRIPTION
 SP0014
 SP0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SP0014'IN SIDNEY.
 SP0014'AT SIDNEY, 192 FEET SOUTH OF THE SOUTH END OF THE NORTHERN PACIFIC
 SP0014'RAILWAY STATION, 12 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 SP0014'SET IN THE TOP OF THE SOUTHEAST CONCRETE FOUNDATION OF AN ABANDONED
 SP0014'WATER TANK, ABOUT LEVEL WITH THE TRACK, AND ABOUT FLUSH WITH THE
 SP0014'GROUND.
 SP0014
 SP0014                          STATION RECOVERY (1981)
 SP0014
 SP0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SP0014'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 SP0014'THE WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0142 ***********************************************************************
 RY0142  DESIGNATION -  J 300
 RY0142  PID         -  RY0142
 RY0142  STATE/COUNTY-  MT/RAVALLI
 RY0142  USGS QUAD   -  TENMILE LAKE (1964)
 RY0142
 RY0142                         *CURRENT SURVEY CONTROL
 RY0142  ___________________________________________________________________
 RY0142* NAD 83(1986)-  46 08 31.     (N)    114 26 46.     (W)     SCALED    
 RY0142* NAVD 88     -      1675.579  (meters)    5497.30   (feet)  ADJUSTED  
 RY0142  ___________________________________________________________________
 RY0142  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 RY0142  DYNAMIC HT  -        1674.992 (meters)    5495.37  (feet)  COMP
 RY0142  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 RY0142
 RY0142  VERT ORDER  -  SECOND    CLASS 0
 RY0142
 RY0142.The horizontal coordinates were scaled from a topographic map and have
 RY0142.an estimated accuracy of +/- 6 seconds.
 RY0142
 RY0142.The orthometric height was determined by differential leveling
 RY0142.and adjusted by the National Geodetic Survey in June 1991..
 RY0142
 RY0142.The geoid height was determined by GEOID03.
 RY0142
 RY0142.The dynamic height is computed by dividing the NAVD 88
 RY0142.geopotential number by the normal gravity value computed on the
 RY0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0142.degrees latitude (g = 980.6199 gals.).
 RY0142
 RY0142.The modeled gravity was interpolated from observed gravity values.
 RY0142
 RY0142;                    North         East    Units  Estimated Accuracy
 RY0142;SPC MT       -   222,300.      218,280.      MT  (+/- 180 meters Scaled)
 RY0142
 RY0142                          SUPERSEDED SURVEY CONTROL
 RY0142
 RY0142  NGVD 29 (??/??/92) 1674.402  (m)         5493.43   (f) ADJ UNCH    2 0
 RY0142
 RY0142.Superseded values are not recommended for survey control.
 RY0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0142.See file dsdata.txt to determine how the superseded data were derived.
 RY0142
 RY0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM972129(NAD 83)
 RY0142_MARKER: DB = BENCH MARK DISK
 RY0142_SETTING: 80 = SET IN A BOULDER
 RY0142_STAMPING: J 300 1964
 RY0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0142+STABILITY: SURFACE MOTION
 RY0142
 RY0142  HISTORY     - Date     Condition        Report By
 RY0142  HISTORY     - 1964     MONUMENTED       CGS
 RY0142  HISTORY     - 1965     GOOD             NGS
 RY0142
 RY0142                          STATION DESCRIPTION
 RY0142
 RY0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0142'22.3 MI NW FROM DARBY.
 RY0142'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0142'THENCE 15.3 MILES WEST ALONG LOST HORSE ROAD, ABOUT 0.4 MILE WEST OF
 RY0142'THE CENTER OF THE OHIO SLIDE, ON THE INSIDE OF A CURVE WITH TANGENTS
 RY0142'WEST AND NORTHEAST, IN THE TOP OF THE NORTH EDGE OF A 4- BY 10-FOOT
 RY0142'BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 23 FEET NORTH OF THE
 RY0142'CENTER LINE OF THE ROAD, 10 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A
 RY0142'HUGH BOULDER, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0266 ***********************************************************************
 TJ0266  DESIGNATION -  J 31
 TJ0266  PID         -  TJ0266
 TJ0266  STATE/COUNTY-  MT/VALLEY
 TJ0266  USGS QUAD   -  PAPOOSE HILLS (1984)
 TJ0266
 TJ0266                         *CURRENT SURVEY CONTROL
 TJ0266  ___________________________________________________________________
 TJ0266* NAD 83(1986)-  48 37 31.     (N)    107 06 00.     (W)     SCALED    
 TJ0266* NAVD 88     -       834.513  (meters)    2737.90   (feet)  POSTED    
 TJ0266  ___________________________________________________________________
 TJ0266  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0266  DYNAMIC HT  -         834.630 (meters)    2738.28  (feet)  COMP
 TJ0266  MODELED GRAV-     980,721.4   (mgal)                       NAVD 88
 TJ0266
 TJ0266  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0266
 TJ0266.The horizontal coordinates were scaled from a topographic map and have
 TJ0266.an estimated accuracy of +/- 6 seconds.
 TJ0266
 TJ0266.The orthometric height was determined by differential leveling
 TJ0266.and adjusted by the National Geodetic Survey in 1992..
 TJ0266.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0266.rate of 0.0 thru 1.0 mm/km.
 TJ0266
 TJ0266.The geoid height was determined by GEOID03.
 TJ0266
 TJ0266.The dynamic height is computed by dividing the NAVD 88
 TJ0266.geopotential number by the normal gravity value computed on the
 TJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0266.degrees latitude (g = 980.6199 gals.).
 TJ0266
 TJ0266.The modeled gravity was interpolated from observed gravity values.
 TJ0266
 TJ0266;                    North         East    Units  Estimated Accuracy
 TJ0266;SPC MT       -   488,910.      776,860.      MT  (+/- 180 meters Scaled)
 TJ0266
 TJ0266                          SUPERSEDED SURVEY CONTROL
 TJ0266
 TJ0266  NGVD 29 (??/??/92)  833.834  (m)         2735.67   (f) ADJ UNCH    1 2
 TJ0266
 TJ0266.Superseded values are not recommended for survey control.
 TJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0266.See file dsdata.txt to determine how the superseded data were derived.
 TJ0266
 TJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP452879(NAD 83)
 TJ0266_MARKER: DB = BENCH MARK DISK
 TJ0266_SETTING: 80 = SET IN A BOULDER
 TJ0266_SP_SET: BOULDER
 TJ0266_STAMPING: J 31 1921
 TJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0266+STABILITY: SURFACE MOTION
 TJ0266
 TJ0266  HISTORY     - Date     Condition        Report By
 TJ0266  HISTORY     - 1921     MONUMENTED       CGS
 TJ0266  HISTORY     - 1934     MARK NOT FOUND   NGS
 TJ0266  HISTORY     - 1976     MARK NOT FOUND   USGS
 TJ0266
 TJ0266                          STATION DESCRIPTION
 TJ0266
 TJ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0266'17.3 MI N FROM HINSDALE.
 TJ0266'17.3 MILES NORTH ALONG A GRADED ROAD FROM HINSDALE, VALLEY COUNTY, AT
 TJ0266'THE HIGHEST POINT OF THE PAPOOSE HILLS, 700 FEET NORTH OF A LARGE
 TJ0266'NORTHWEST-AND-SOUTHEAST COULEE, 300 FEET SOUTH OF A SMALLER COULEE
 TJ0266'RUNNING EAST AND WEST AND JOINING THE OTHER ABOUT 1.0 MILE TO THE
 TJ0266'WEST, 35 FEET WEST OF THE MAIL ROAD, AND IN A TRIANGULAR CONCRETE
 TJ0266'BOULDER.
 TJ0266
 TJ0266                          STATION RECOVERY (1976)
 TJ0266
 TJ0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0663 ***********************************************************************
 RX0663  CBN         -  This is a Cooperative Base Network Control Station.
 RX0663  DESIGNATION -  J 310
 RX0663  PID         -  RX0663
 RX0663  STATE/COUNTY-  MT/MISSOULA
 RX0663  USGS QUAD   -  BONNER (1978)
 RX0663
 RX0663                         *CURRENT SURVEY CONTROL
 RX0663  ___________________________________________________________________
 RX0663* NAD 83(1999)-  46 51 39.81120(N)    113 51 45.67927(W)     ADJUSTED  
 RX0663* NAVD 88     -      1004.630  (meters)    3296.02   (feet)  ADJUSTED  
 RX0663  ___________________________________________________________________
 RX0663  X           -  -1,767,724.431 (meters)                     COMP
 RX0663  Y           -  -3,996,120.476 (meters)                     COMP
 RX0663  Z           -   4,631,939.528 (meters)                     COMP
 RX0663  LAPLACE CORR-           8.40  (seconds)                    DEFLEC99
 RX0663  ELLIP HEIGHT-         990.27  (meters)          (10/12/00) GPS OBS
 RX0663  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 RX0663  DYNAMIC HT  -        1004.478 (meters)    3295.52  (feet)  COMP
 RX0663  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 RX0663
 RX0663  HORZ ORDER  -  A
 RX0663  VERT ORDER  -  FIRST     CLASS II
 RX0663  ELLP ORDER  -  THIRD     CLASS I
 RX0663
 RX0663.The horizontal coordinates were established by GPS observations
 RX0663.and adjusted by the National Geodetic Survey in October 2000..
 RX0663.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RX0663.DATUM ITEM on the data sheet items page.
 RX0663
 RX0663.The orthometric height was determined by differential leveling
 RX0663.and adjusted by the National Geodetic Survey in June 1991..
 RX0663
 RX0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RX0663
 RX0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0663
 RX0663.The ellipsoidal height was determined by GPS observations
 RX0663.and is referenced to NAD 83.
 RX0663
 RX0663.The geoid height was determined by GEOID03.
 RX0663
 RX0663.The dynamic height is computed by dividing the NAVD 88
 RX0663.geopotential number by the normal gravity value computed on the
 RX0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0663.degrees latitude (g = 980.6199 gals.).
 RX0663
 RX0663.The modeled gravity was interpolated from observed gravity values.
 RX0663
 RX0663;                    North         East     Units Scale Factor Converg.
 RX0663;SPC MT       -   299,397.402   267,704.948   MT  0.99939612   -3 11 28.8
 RX0663;SPC MT       -   982,274.94    878,297.07   iFT  0.99939612   -3 11 28.8
 RX0663;UTM  12      - 5,193,703.359   281,804.692   MT  1.00018520   -2 05 23.0
 RX0663
 RX0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0663!SPC MT       -   0.99984480  x   0.99939612  =   0.99924101
 RX0663!UTM  12      -   0.99984480  x   1.00018520  =   1.00002997
 RX0663
 RX0663                          SUPERSEDED SURVEY CONTROL
 RX0663
 RX0663  NAD 83(1992)-  46 51 39.81002(N)    113 51 45.67883(W) AD(       ) B
 RX0663  NAVD 88 (10/12/00) 1004.63   (m)         3296.0    (f) LEVELING    3  
 RX0663  NGVD 29 (??/??/92) 1003.557  (m)         3292.50   (f) ADJ UNCH    1 2
 RX0663
 RX0663.Superseded values are not recommended for survey control.
 RX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0663.See file dsdata.txt to determine how the superseded data were derived.
 RX0663
 RX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS8180593703(NAD 83)
 RX0663_MARKER: DB = BENCH MARK DISK
 RX0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0663_STAMPING: J 310 1959
 RX0663_MARK LOGO: CGS   
 RX0663_PROJECTION: PROJECTING 13 CENTIMETERS
 RX0663_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RX0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0663+STABILITY: SURFACE MOTION
 RX0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0663+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 RX0663
 RX0663  HISTORY     - Date     Condition        Report By
 RX0663  HISTORY     - 1959     MONUMENTED       CGS
 RX0663  HISTORY     - 1979     GOOD             NGS
 RX0663  HISTORY     - 20000212 GOOD             MSLACO
 RX0663  HISTORY     - 20050819 GOOD             MSLACO
 RX0663
 RX0663                          STATION DESCRIPTION
 RX0663
 RX0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0663'0.7 MI SE FROM BONNER.
 RX0663'ABOUT 0.7 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0663'STATION AT BONNER, 85 FEET NORTHEAST OF THE NORTHEAST RAIL, IN SECTION
 RX0663'27, T 13 N, R 18 W, ABOUT 0.55 MILE SOUTHEAST OF MILEPOST 113, 104
 RX0663'FEET EAST OF THE CENTER OF A ROAD CROSSING, 72 FEET SOUTHWEST OF THE
 RX0663'CENTER LINE OF U. S. HIGHWAY 10, 13 FEET WEST OF A LONE 15-INCH PINE
 RX0663'TREE, 1 1/2 FEET NORTHEAST OF A FENCE, 1 1/2 FEET NORTHWEST OF A METAL
 RX0663'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS, AND IN THE
 RX0663'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RX0663
 RX0663                          STATION RECOVERY (1979)
 RX0663
 RX0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0663'NOTE--0.7 MILE SOUTHEAST ALONG OLD U. S. HIGHWAY 10 FROM THE OLD
 RX0663'RAILROAD STATION IN BONNER.
 RX0663
 RX0663                          STATION RECOVERY (2000)
 RX0663
 RX0663'RECOVERY NOTE BY MISSOULA COUNTY SURVEYOR 2000 (SEN)
 RX0663'RECOVERED AS DESCRIBED.
 RX0663' 
 RX0663'STATION IS 0.8 MI SE OF THE INTERSECTION OF HWY'S 200 AND 210, 0.15 MI
 RX0663'SE OF HELLGATE FIRE STATION NO. 4, 72 FT SW OF THE CENTERLINE OF HWY
 RX0663'210, AND 73 FT SE OF THE CENTERLINE OF RUSTIC RD.
 RX0663' 
 RX0663'MONUMENT IS A 3-1/2 IN BRASS CAP IN A 12 IN DIAMETER CONCRETE
 RX0663'CYLINDER. THE MARK IS THE INTERSECTION OF THE PRE-STAMPED LINES NEAR
 RX0663'THE CENTER OF THE BRASS CAP, NOT THE DRILLED HOLE IN THE NORTH HALF OF
 RX0663'THE CAP.
 RX0663' 
 RX0663'OWNERSHIP-MONTANA RAIL LINK, 101 INTERNATIONAL WAY, MISSOULA, MT,
 RX0663'59802  PHONE 406 523-1500 OR 800 338-4750
 RX0663
 RX0663                          STATION RECOVERY (2005)
 RX0663
 RX0663'RECOVERY NOTE BY MISSOULA COUNTY SURVEYOR 2005 (KAL)
 RX0663'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0544 ***********************************************************************
 RX0544  DESIGNATION -  J 311
 RX0544  PID         -  RX0544
 RX0544  STATE/COUNTY-  MT/MISSOULA
 RX0544  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0544
 RX0544                         *CURRENT SURVEY CONTROL
 RX0544  ___________________________________________________________________
 RX0544* NAD 83(1986)-  46 41 51.     (N)    113 29 04.     (W)     SCALED    
 RX0544* NAVD 88     -      1128.978  (meters)    3703.99   (feet)  ADJUSTED  
 RX0544  ___________________________________________________________________
 RX0544  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 RX0544  DYNAMIC HT  -        1128.752 (meters)    3703.25  (feet)  COMP
 RX0544  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 RX0544
 RX0544  VERT ORDER  -  FIRST     CLASS II
 RX0544
 RX0544.The horizontal coordinates were scaled from a topographic map and have
 RX0544.an estimated accuracy of +/- 6 seconds.
 RX0544
 RX0544.The orthometric height was determined by differential leveling
 RX0544.and adjusted by the National Geodetic Survey in June 1991..
 RX0544
 RX0544.The geoid height was determined by GEOID03.
 RX0544
 RX0544.The dynamic height is computed by dividing the NAVD 88
 RX0544.geopotential number by the normal gravity value computed on the
 RX0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0544.degrees latitude (g = 980.6199 gals.).
 RX0544
 RX0544.The modeled gravity was interpolated from observed gravity values.
 RX0544
 RX0544;                    North         East    Units  Estimated Accuracy
 RX0544;SPC MT       -   279,710.      295,570.      MT  (+/- 180 meters Scaled)
 RX0544
 RX0544                          SUPERSEDED SURVEY CONTROL
 RX0544
 RX0544  NGVD 29 (??/??/92) 1127.898  (m)         3700.45   (f) ADJ UNCH    1 2
 RX0544
 RX0544.Superseded values are not recommended for survey control.
 RX0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0544.See file dsdata.txt to determine how the superseded data were derived.
 RX0544
 RX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS100745(NAD 83)
 RX0544_MARKER: DB = BENCH MARK DISK
 RX0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0544_STAMPING: J 311 1959
 RX0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0544+STABILITY: SURFACE MOTION
 RX0544
 RX0544  HISTORY     - Date     Condition        Report By
 RX0544  HISTORY     - 1959     MONUMENTED       CGS
 RX0544  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0544  HISTORY     - 19851106 MARK NOT FOUND   USGS
 RX0544
 RX0544                          STATION DESCRIPTION
 RX0544
 RX0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0544'8.15 MI W FROM BEARMOUTH.
 RX0544'ABOUT 8.15 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0544'STATION AT BEARMOUTH, 9 POLES SOUTHWEST OF MILEPOST 89, IN THE SOUTH
 RX0544'SIDE OF SECTION 16, T 11 N, R 15 W, AT THE SOUTHWEST END OF A BANK CUT
 RX0544'ON THE NORTHWEST SIDE OF U.S. HIGHWAY 10, 127 FEET NORTHWEST OF THE
 RX0544'NORTHWEST RAIL OF THE MAIN TRACK, 79 FEET NORTHWEST OF THE CENTER LINE
 RX0544'OF U. S. HIGHWAY 10, 28 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 RX0544'ROAD, 18 FEET NORTHEAST OF A LONE 24-INCH PINE TREE, 9 FEET SOUTHEAST
 RX0544'OF A FENCE, 1 FOOT NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL
 RX0544'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 RX0544'CONCRETE POST PROJECTING 6 INCHES.
 RX0544
 RX0544                          STATION RECOVERY (1979)
 RX0544
 RX0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0544'BENCHMARK NOT RECOVERED ON THIS DATE.
 RX0544
 RX0544                          STATION RECOVERY (1985)
 RX0544
 RX0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JMM)
 RX0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0545 ***********************************************************************
 RX0545  DESIGNATION -  J 311 RESET
 RX0545  PID         -  RX0545
 RX0545  STATE/COUNTY-  MT/GRANITE
 RX0545  USGS QUAD   -  MEDICINE TREE HILL (1989)
 RX0545
 RX0545                         *CURRENT SURVEY CONTROL
 RX0545  ___________________________________________________________________
 RX0545* NAD 83(1986)-  46 41 51.     (N)    113 29 03.     (W)     SCALED    
 RX0545* NAVD 88     -      1131.71   (meters)    3713.0    (feet)  RESET     
 RX0545  ___________________________________________________________________
 RX0545  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 RX0545
 RX0545  VERT ORDER  -  THIRD
 RX0545
 RX0545.The horizontal coordinates were scaled from a topographic map and have
 RX0545.an estimated accuracy of +/- 6 seconds.
 RX0545
 RX0545.The orthometric height was computed from unverified reset data.
 RX0545
 RX0545.The geoid height was determined by GEOID03.
 RX0545
 RX0545;                    North         East    Units  Estimated Accuracy
 RX0545;SPC MT       -   279,710.      295,590.      MT  (+/- 180 meters Scaled)
 RX0545
 RX0545                          SUPERSEDED SURVEY CONTROL
 RX0545
 RX0545.No superseded survey control is available for this station.
 RX0545
 RX0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS100745(NAD 83)
 RX0545_MARKER: DB = BENCH MARK DISK
 RX0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0545_STAMPING: J 311 RESET 1970
 RX0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0545+STABILITY: SURFACE MOTION
 RX0545
 RX0545  HISTORY     - Date     Condition        Report By
 RX0545  HISTORY     - 1970     MONUMENTED       MTDH
 RX0545  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0545
 RX0545                          STATION DESCRIPTION
 RX0545
 RX0545'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1970
 RX0545'8.15 MI W FROM BEARMOUTH.
 RX0545'ABOUT 8.15 MILES WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 RX0545'STATION AT BEARMOUTH, 9 POLES SOUTHWEST OF MILEPOST 89, IN THE SOUTH
 RX0545'SIDE OF SECTION 16, T 11 N, R 15 W, 112 FEET NORTHWEST OF THE
 RX0545'NORTHWEST RAIL OF THE MAIN TRACK, 115 FEET RIGHT OF THE CENTER LINE
 RX0545'STATION 80 + 45 OF U. S. INTERSTATE HIGHWAY I-90, ABOUT 22 FEET BELOW
 RX0545'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST AND
 RX0545'PROJECTING 6 INCHES.
 RX0545
 RX0545                          STATION RECOVERY (1979)
 RX0545
 RX0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0545'BENCHMARK NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0509 ***********************************************************************
 RX0509  DESIGNATION -  J 312
 RX0509  PID         -  RX0509
 RX0509  STATE/COUNTY-  MT/GRANITE
 RX0509  USGS QUAD   -  HALL (1989)
 RX0509
 RX0509                         *CURRENT SURVEY CONTROL
 RX0509  ___________________________________________________________________
 RX0509* NAD 83(1986)-  46 36 56.     (N)    113 11 51.     (W)     SCALED    
 RX0509* NAVD 88     -      1288.676  (meters)    4227.93   (feet)  ADJUSTED  
 RX0509  ___________________________________________________________________
 RX0509  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 RX0509  DYNAMIC HT  -        1288.374 (meters)    4226.94  (feet)  COMP
 RX0509  MODELED GRAV-     980,335.1   (mgal)                       NAVD 88
 RX0509
 RX0509  VERT ORDER  -  FIRST     CLASS II
 RX0509
 RX0509.The horizontal coordinates were scaled from a topographic map and have
 RX0509.an estimated accuracy of +/- 6 seconds.
 RX0509
 RX0509.The orthometric height was determined by differential leveling
 RX0509.and adjusted by the National Geodetic Survey in June 1991..
 RX0509
 RX0509.The geoid height was determined by GEOID03.
 RX0509
 RX0509.The dynamic height is computed by dividing the NAVD 88
 RX0509.geopotential number by the normal gravity value computed on the
 RX0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0509.degrees latitude (g = 980.6199 gals.).
 RX0509
 RX0509.The modeled gravity was interpolated from observed gravity values.
 RX0509
 RX0509;                    North         East    Units  Estimated Accuracy
 RX0509;SPC MT       -   269,550.      317,040.      MT  (+/- 180 meters Scaled)
 RX0509
 RX0509                          SUPERSEDED SURVEY CONTROL
 RX0509
 RX0509  NGVD 29 (??/??/92) 1287.565  (m)         4224.29   (f) ADJ UNCH    1 2
 RX0509
 RX0509.Superseded values are not recommended for survey control.
 RX0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0509.See file dsdata.txt to determine how the superseded data were derived.
 RX0509
 RX0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS317647(NAD 83)
 RX0509_MARKER: DB = BENCH MARK DISK
 RX0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0509_STAMPING: J 312 1959
 RX0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0509+STABILITY: SURFACE MOTION
 RX0509
 RX0509  HISTORY     - Date     Condition        Report By
 RX0509  HISTORY     - 1959     MONUMENTED       CGS
 RX0509  HISTORY     - 1979     GOOD             NGS
 RX0509
 RX0509                          STATION DESCRIPTION
 RX0509
 RX0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0509'5.0 MI SW FROM DRUMMOND.
 RX0509'ABOUT 3.85 MILES SOUTH ALONG U. S. HIGHWAY 10A FROM THE NORTHERN
 RX0509'PACIFIC RAILROAD STATION AT DRUMMOND, THENCE ABOUT 1.15 MILES
 RX0509'SOUTHWEST ALONG A GRAVELED ROAD, 29 FEET NORTH OF THE CENTER LINE OF
 RX0509'THE ROAD, IN THE SOUTH SIDE OF SECTION 14, T 10 N, R 13 W, ON THE
 RX0509'OUTSIDE OF A CURVE IN THE ROAD, 44 FEET EAST OF THE CENTER LINE OF A
 RX0509'FIELD ROAD, 36 FEET EAST OF A FENCE CORNER POST, 2 FEET SOUTH OF A
 RX0509'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RX0509'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RX0509
 RX0509                          STATION RECOVERY (1979)
 RX0509
 RX0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0509'BENCHMARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0408 ***********************************************************************
 RX0408  DESIGNATION -  J 313
 RX0408  PID         -  RX0408
 RX0408  STATE/COUNTY-  MT/POWELL
 RX0408  USGS QUAD   -  DEER LODGE (1989)
 RX0408
 RX0408                         *CURRENT SURVEY CONTROL
 RX0408  ___________________________________________________________________
 RX0408* NAD 83(1986)-  46 26 00.     (N)    112 43 55.     (W)     SCALED    
 RX0408* NAVD 88     -      1365.213  (meters)    4479.04   (feet)  ADJUSTED  
 RX0408  ___________________________________________________________________
 RX0408  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 RX0408  DYNAMIC HT  -        1364.847 (meters)    4477.84  (feet)  COMP
 RX0408  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 RX0408
 RX0408  VERT ORDER  -  FIRST     CLASS II
 RX0408
 RX0408.The horizontal coordinates were scaled from a topographic map and have
 RX0408.an estimated accuracy of +/- 6 seconds.
 RX0408
 RX0408.The orthometric height was determined by differential leveling
 RX0408.and adjusted by the National Geodetic Survey in June 1991..
 RX0408
 RX0408.The geoid height was determined by GEOID03.
 RX0408
 RX0408.The dynamic height is computed by dividing the NAVD 88
 RX0408.geopotential number by the normal gravity value computed on the
 RX0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0408.degrees latitude (g = 980.6199 gals.).
 RX0408
 RX0408.The modeled gravity was interpolated from observed gravity values.
 RX0408
 RX0408;                    North         East    Units  Estimated Accuracy
 RX0408;SPC MT       -   247,740.      351,810.      MT  (+/- 180 meters Scaled)
 RX0408
 RX0408                          SUPERSEDED SURVEY CONTROL
 RX0408
 RX0408  NGVD 29 (??/??/92) 1364.026  (m)         4475.14   (f) ADJ UNCH    1 2
 RX0408
 RX0408.Superseded values are not recommended for survey control.
 RX0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0408.See file dsdata.txt to determine how the superseded data were derived.
 RX0408
 RX0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS669436(NAD 83)
 RX0408_MARKER: DB = BENCH MARK DISK
 RX0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0408_STAMPING: J 313 1959
 RX0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0408+STABILITY: SURFACE MOTION
 RX0408
 RX0408  HISTORY     - Date     Condition        Report By
 RX0408  HISTORY     - 1959     MONUMENTED       CGS
 RX0408  HISTORY     - 1979     GOOD             NGS
 RX0408
 RX0408                          STATION DESCRIPTION
 RX0408
 RX0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0408'2.45 MI N FROM DEER LODGE.
 RX0408'ABOUT 2.45 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0408'STATION AT DEER LODGE, IN SECTION 21, R 9 W, T 8 N, 3 POLES SOUTH OF
 RX0408'MILEPOST 43, 46 FEET EAST OF THE EAST RAIL, 157 FEET SOUTH OF THE
 RX0408'CENTER OF A PRIVATE ROAD CROSSING, 1.3 FEET WEST OF A FENCE, 12 FEET
 RX0408'EAST OF A POLE, 2.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 RX0408'BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 RX0408'PROJECTING 6 INCHES.
 RX0408
 RX0408                          STATION RECOVERY (1979)
 RX0408
 RX0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0360 ***********************************************************************
 RX0360  DESIGNATION -  J 314
 RX0360  PID         -  RX0360
 RX0360  STATE/COUNTY-  MT/SILVER BOW
 RX0360  USGS QUAD   -  OPPORTUNITY (1989)
 RX0360
 RX0360                         *CURRENT SURVEY CONTROL
 RX0360  ___________________________________________________________________
 RX0360* NAD 83(1986)-  46 01 52.     (N)    112 47 33.     (W)     SCALED    
 RX0360* NAVD 88     -      1567.702  (meters)    5143.37   (feet)  ADJUSTED  
 RX0360  ___________________________________________________________________
 RX0360  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 RX0360  DYNAMIC HT  -        1567.115 (meters)    5141.44  (feet)  COMP
 RX0360  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 RX0360
 RX0360  VERT ORDER  -  FIRST     CLASS II
 RX0360
 RX0360.The horizontal coordinates were scaled from a topographic map and have
 RX0360.an estimated accuracy of +/- 6 seconds.
 RX0360
 RX0360.The orthometric height was determined by differential leveling
 RX0360.and adjusted by the National Geodetic Survey in June 1991..
 RX0360
 RX0360.The geoid height was determined by GEOID03.
 RX0360
 RX0360.The dynamic height is computed by dividing the NAVD 88
 RX0360.geopotential number by the normal gravity value computed on the
 RX0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0360.degrees latitude (g = 980.6199 gals.).
 RX0360
 RX0360.The modeled gravity was interpolated from observed gravity values.
 RX0360
 RX0360;                    North         East    Units  Estimated Accuracy
 RX0360;SPC MT       -   203,290.      345,290.      MT  (+/- 180 meters Scaled)
 RX0360
 RX0360                          SUPERSEDED SURVEY CONTROL
 RX0360
 RX0360  NGVD 29 (??/??/92) 1566.449  (m)         5139.26   (f) ADJ UNCH    1 2
 RX0360
 RX0360.Superseded values are not recommended for survey control.
 RX0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0360.See file dsdata.txt to determine how the superseded data were derived.
 RX0360
 RX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR612990(NAD 83)
 RX0360_MARKER: DB = BENCH MARK DISK
 RX0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0360_STAMPING: J 314 1959
 RX0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0360+STABILITY: SURFACE MOTION
 RX0360
 RX0360  HISTORY     - Date     Condition        Report By
 RX0360  HISTORY     - 1959     MONUMENTED       CGS
 RX0360
 RX0360                          STATION DESCRIPTION
 RX0360
 RX0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0360'7.8 MI NW FROM SILVER BOW.
 RX0360'ABOUT 7.8 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0360'STATION AT SILVER BOW, IN THE NORTHWEST 1/4 OF SECTION 12, R 10 W, T 3
 RX0360'N, 7 POLES SOUTH OF MILEPOST 15, 39 FEET EAST OF THE EAST RAIL OF THE
 RX0360'MAIN TRACK, 7 FEET EAST OF A TELEPHONE POLE, 0.6 FOOT WEST OF A METAL
 RX0360'WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A
 RX0360'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0302 ***********************************************************************
 RX0302  DESIGNATION -  J 315
 RX0302  PID         -  RX0302
 RX0302  STATE/COUNTY-  MT/JEFFERSON
 RX0302  USGS QUAD   -  ELK PARK PASS (1996)
 RX0302
 RX0302                         *CURRENT SURVEY CONTROL
 RX0302  ___________________________________________________________________
 RX0302* NAD 83(1986)-  46 06 32.     (N)    112 24 51.     (W)     SCALED    
 RX0302* NAVD 88     -      1916.671  (meters)    6288.28   (feet)  ADJUSTED  
 RX0302  ___________________________________________________________________
 RX0302  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 RX0302  DYNAMIC HT  -        1915.874 (meters)    6285.66  (feet)  COMP
 RX0302  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 RX0302
 RX0302  VERT ORDER  -  FIRST     CLASS II
 RX0302
 RX0302.The horizontal coordinates were scaled from a topographic map and have
 RX0302.an estimated accuracy of +/- 6 seconds.
 RX0302
 RX0302.The orthometric height was determined by differential leveling
 RX0302.and adjusted by the National Geodetic Survey in June 1991..
 RX0302
 RX0302.The geoid height was determined by GEOID03.
 RX0302
 RX0302.The dynamic height is computed by dividing the NAVD 88
 RX0302.geopotential number by the normal gravity value computed on the
 RX0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0302.degrees latitude (g = 980.6199 gals.).
 RX0302
 RX0302.The modeled gravity was interpolated from observed gravity values.
 RX0302
 RX0302;                    North         East    Units  Estimated Accuracy
 RX0302;SPC MT       -   210,760.      374,860.      MT  (+/- 180 meters Scaled)
 RX0302
 RX0302                          SUPERSEDED SURVEY CONTROL
 RX0302
 RX0302  NGVD 29 (??/??/92) 1915.337  (m)         6283.90   (f) ADJ UNCH    1 2
 RX0302
 RX0302.Superseded values are not recommended for survey control.
 RX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0302.See file dsdata.txt to determine how the superseded data were derived.
 RX0302
 RX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS907071(NAD 83)
 RX0302_MARKER: DB = BENCH MARK DISK
 RX0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0302_STAMPING: J 315 1959
 RX0302_PROJECTION: PROJECTING 13 CENTIMETERS
 RX0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0302+STABILITY: SURFACE MOTION
 RX0302
 RX0302  HISTORY     - Date     Condition        Report By
 RX0302  HISTORY     - 1959     MONUMENTED       CGS
 RX0302  HISTORY     - 1980     GOOD             NGS
 RX0302
 RX0302                          STATION DESCRIPTION
 RX0302
 RX0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0302'15.05 MI NE FROM BUTTE.
 RX0302'ABOUT 15.05 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 RX0302'STATION AT BUTTE, OR ABOUT 15.8 SOUTHWEST ALONG THE GREAT NORTHERN
 RX0302'RAILROAD FROM THE STATION AT BASIN, IN SECTION 12, R 7 W, T 4 N, 14
 RX0302'POLES NORTH OF MILEPOST 273, 44 FEET EAST OF THE EAST RAIL, 33 FEET
 RX0302'WEST OF THE CENTER LINE OF U.S. HIGHWAY 91, 8 FEET WEST OF A POWER
 RX0302'POLE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 RX0302'LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 RX0302'INCHES.
 RX0302
 RX0302                          STATION RECOVERY (1980)
 RX0302
 RX0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0302'7.9 KM (4.9 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT
 RX0302'129 OVERPASS IN BUTTE, THENCE 8.2 KM (5.1 MI) WEST AND NORTHEAST
 RX0302'ALONG THE FRONTAGE ROAD, 0.6 KM (0.4 MI) SOUTHWEST OF HIGHWAY MILE
 RX0302'POST 140, 0.6 KM (0.4 MI) NORTHEAST OF A GRAVEL AND PAVED CROSS
 RX0302'ROAD, 14.3 METERS (47.0 FT) SOUTHEAST OF THE CENTER OF THE OLD
 RX0302'RAILROAD BED, 10.0 METERS (33.0 FT) NORTHWEST OF THE CENTERLINE OF
 RX0302'THE ROAD, AND 2.4 METERS (8.0 FT) WEST OF A POWER POLE.
 RX0302'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 RX0302'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0326 ***********************************************************************
 RX0326  DESIGNATION -  J 316
 RX0326  PID         -  RX0326
 RX0326  STATE/COUNTY-  MT/JEFFERSON
 RX0326  USGS QUAD   -  MOUNT THOMPSON (1996)
 RX0326
 RX0326                         *CURRENT SURVEY CONTROL
 RX0326  ___________________________________________________________________
 RX0326* NAD 83(1986)-  46 15 32.     (N)    112 12 45.     (W)     SCALED    
 RX0326* NAVD 88     -      1568.289  (meters)    5145.29   (feet)  ADJUSTED  
 RX0326  ___________________________________________________________________
 RX0326  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 RX0326  DYNAMIC HT  -        1567.740 (meters)    5143.49  (feet)  COMP
 RX0326  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 RX0326
 RX0326  VERT ORDER  -  FIRST     CLASS II
 RX0326
 RX0326.The horizontal coordinates were scaled from a topographic map and have
 RX0326.an estimated accuracy of +/- 6 seconds.
 RX0326
 RX0326.The orthometric height was determined by differential leveling
 RX0326.and adjusted by the National Geodetic Survey in June 1991..
 RX0326
 RX0326.The geoid height was determined by GEOID03.
 RX0326
 RX0326.The dynamic height is computed by dividing the NAVD 88
 RX0326.geopotential number by the normal gravity value computed on the
 RX0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0326.degrees latitude (g = 980.6199 gals.).
 RX0326
 RX0326.The modeled gravity was interpolated from observed gravity values.
 RX0326
 RX0326;                    North         East    Units  Estimated Accuracy
 RX0326;SPC MT       -   226,860.      391,010.      MT  (+/- 180 meters Scaled)
 RX0326
 RX0326                          SUPERSEDED SURVEY CONTROL
 RX0326
 RX0326  NGVD 29 (??/??/92) 1567.032  (m)         5141.17   (f) ADJ UNCH    1 2
 RX0326
 RX0326.Superseded values are not recommended for survey control.
 RX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0326.See file dsdata.txt to determine how the superseded data were derived.
 RX0326
 RX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS065235(NAD 83)
 RX0326_MARKER: DB = BENCH MARK DISK
 RX0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0326_SP_SET: PIER
 RX0326_STAMPING: J 316 1959
 RX0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0326
 RX0326  HISTORY     - Date     Condition        Report By
 RX0326  HISTORY     - 1959     MONUMENTED       CGS
 RX0326  HISTORY     - 1980     GOOD             NGS
 RX0326
 RX0326                          STATION DESCRIPTION
 RX0326
 RX0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0326'3.05 MI E FROM BASIN.
 RX0326'ABOUT 3.05 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0326'STATION AT BASIN, OR ABOUT 4.65 MILES NORTHWEST ALONG THE GREAT
 RX0326'NORTHERN RAILWAY FROM THE STATION AT BOULDER, 2 POLES SOUTHEAST OF
 RX0326'MILEPOST 254, IN THE NORTHEAST 1/4 OF SECTION 22, T 6 N, R 5 W, AT A
 RX0326'STEEL GIRDER BRIDGE, 10 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF
 RX0326'THE NORTH END OF THE CENTER CONCRETE PIER OF A BRIDGE, 2.8 FEET NORTH
 RX0326'OF THE NORTH STEEL GIRDER, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 RX0326'TRACKS.
 RX0326
 RX0326                          STATION RECOVERY (1980)
 RX0326
 RX0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0326'5.3 KM (3.3 MI) EASTERLY ALONG U.S. HIGHWAY 91 AND TEMPORARY
 RX0326'INTERSTATE HIGHWAY 15 FROM THE POST OFFICE IN BASIN, IN TOP OF THE
 RX0326'CENTER PIER OF THE GREAT NORTHERN RAILROAD BRIDGE OVER BOULDER
 RX0326'RIVER, 0.6 KM (0.4 MI) NORTHWEST OF HIGHWAY MILE POST 160, 47.5
 RX0326'METERS (156.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 METERS
 RX0326'(10.0 FT) NORTH OF THE NORTH RAIL, 0.8 METERS (2.8 FT) NORTH OF THE
 RX0326'NORTH STEEL GIRDER, AND 0.5 METER (1.5 FT) SOUTH OF THE NORTH END OF
 RX0326'THE PIER.
 RX0326'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0218 ***********************************************************************
 QY0218  DESIGNATION -  J 317
 QY0218  PID         -  QY0218
 QY0218  STATE/COUNTY-  MT/SILVER BOW
 QY0218  USGS QUAD   -  TUCKER CREEK (1996)
 QY0218
 QY0218                         *CURRENT SURVEY CONTROL
 QY0218  ___________________________________________________________________
 QY0218* NAD 83(1986)-  45 46 38.     (N)    112 43 52.     (W)     SCALED    
 QY0218* NAVD 88     -      1667.881  (meters)    5472.04   (feet)  ADJUSTED  
 QY0218  ___________________________________________________________________
 QY0218  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 QY0218  DYNAMIC HT  -        1667.217 (meters)    5469.86  (feet)  COMP
 QY0218  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 QY0218
 QY0218  VERT ORDER  -  FIRST     CLASS II
 QY0218
 QY0218.The horizontal coordinates were scaled from a topographic map and have
 QY0218.an estimated accuracy of +/- 6 seconds.
 QY0218
 QY0218.The orthometric height was determined by differential leveling
 QY0218.and adjusted by the National Geodetic Survey in June 1991..
 QY0218
 QY0218.The geoid height was determined by GEOID03.
 QY0218
 QY0218.The dynamic height is computed by dividing the NAVD 88
 QY0218.geopotential number by the normal gravity value computed on the
 QY0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0218.degrees latitude (g = 980.6199 gals.).
 QY0218
 QY0218.The modeled gravity was interpolated from observed gravity values.
 QY0218
 QY0218;                    North         East    Units  Estimated Accuracy
 QY0218;SPC MT       -   174,910.      348,870.      MT  (+/- 180 meters Scaled)
 QY0218
 QY0218                          SUPERSEDED SURVEY CONTROL
 QY0218
 QY0218  NGVD 29 (??/??/92) 1666.640  (m)         5467.97   (f) ADJ UNCH    1 2
 QY0218
 QY0218.Superseded values are not recommended for survey control.
 QY0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0218.See file dsdata.txt to determine how the superseded data were derived.
 QY0218
 QY0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR654707(NAD 83)
 QY0218_MARKER: DB = BENCH MARK DISK
 QY0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0218_STAMPING: J 317 1959
 QY0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0218+STABILITY: SURFACE MOTION
 QY0218
 QY0218  HISTORY     - Date     Condition        Report By
 QY0218  HISTORY     - 1959     MONUMENTED       CGS
 QY0218  HISTORY     - 1967     GOOD             NGS
 QY0218  HISTORY     - 19870804 GOOD             USPSQD
 QY0218
 QY0218                          STATION DESCRIPTION
 QY0218
 QY0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QY0218'17.9 MI S FROM SILVER BOW.
 QY0218'17.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0218'SILVER BOW, OR ABOUT 2.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD
 QY0218'FROM THE STATION AT DIVIDE, IN SECTION 4, R 9 W, T 1 S, 6 POLES NORTH
 QY0218'OF MILEPOST 372, 46 FEET EAST OF THE EAST RAIL, 32 FEET SOUTHWEST OF
 QY0218'THE CENTER LINE OF U. S. HIGHWAY 91, 12 FEET SOUTHWEST OF A POLE, 10
 QY0218'INCHES WEST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 QY0218'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 QY0218
 QY0218                          STATION RECOVERY (1967)
 QY0218
 QY0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QY0218'RECOVERED IN GOOD CONDITION.
 QY0218
 QY0218                          STATION RECOVERY (1987)
 QY0218
 QY0218'RECOVERY NOTE BY US POWER SQUADRON 1987 (BAS)
 QY0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0265 ***********************************************************************
 PZ0265  DESIGNATION -  J 318
 PZ0265  PID         -  PZ0265
 PZ0265  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0265  USGS QUAD   -  DELL (1979)
 PZ0265
 PZ0265                         *CURRENT SURVEY CONTROL
 PZ0265  ___________________________________________________________________
 PZ0265* NAD 83(1986)-  44 43 58.     (N)    112 42 54.     (W)     SCALED    
 PZ0265* NAVD 88     -      1826.847  (meters)    5993.58   (feet)  ADJUSTED  
 PZ0265  ___________________________________________________________________
 PZ0265  GEOID HEIGHT-         -10.49  (meters)                     GEOID03
 PZ0265  DYNAMIC HT  -        1825.910 (meters)    5990.51  (feet)  COMP
 PZ0265  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 PZ0265
 PZ0265  VERT ORDER  -  FIRST     CLASS II
 PZ0265
 PZ0265.The horizontal coordinates were scaled from a topographic map and have
 PZ0265.an estimated accuracy of +/- 6 seconds.
 PZ0265
 PZ0265.The orthometric height was determined by differential leveling
 PZ0265.and adjusted by the National Geodetic Survey in June 1991..
 PZ0265
 PZ0265.The geoid height was determined by GEOID03.
 PZ0265
 PZ0265.The dynamic height is computed by dividing the NAVD 88
 PZ0265.geopotential number by the normal gravity value computed on the
 PZ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0265.degrees latitude (g = 980.6199 gals.).
 PZ0265
 PZ0265.The modeled gravity was interpolated from observed gravity values.
 PZ0265
 PZ0265;                    North         East    Units  Estimated Accuracy
 PZ0265;SPC MT       -    58,890.      345,360.      MT  (+/- 180 meters Scaled)
 PZ0265
 PZ0265                          SUPERSEDED SURVEY CONTROL
 PZ0265
 PZ0265  NGVD 29 (??/??/92) 1825.591  (m)         5989.46   (f) ADJ UNCH    1 2
 PZ0265
 PZ0265.Superseded values are not recommended for survey control.
 PZ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0265.See file dsdata.txt to determine how the superseded data were derived.
 PZ0265
 PZ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ642546(NAD 83)
 PZ0265_MARKER: DB = BENCH MARK DISK
 PZ0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0265_SP_SET: FOUNDATION
 PZ0265_STAMPING: J 318 1962
 PZ0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0265
 PZ0265  HISTORY     - Date     Condition        Report By
 PZ0265  HISTORY     - 1962     MONUMENTED       CGS
 PZ0265
 PZ0265                          STATION DESCRIPTION
 PZ0265
 PZ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0265'1.4 MI NW FROM DELL.
 PZ0265'0.2 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0265'AT DELL, THENCE 0.7 MILE WEST ALONG A COUNTY ROAD, THENCE 0.5 MILE
 PZ0265'NORTH-NORTHEAST ALONG A TRACK ROAD AND FENCE LINE, AT THE DELL
 PZ0265'AIRPORT, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION
 PZ0265'OF A 10- BY 12-FOOT BUILDING, 23 FEET SOUTH OF THE SOUTHWEST LEG OF
 PZ0265'THE BEACON LIGHT TOWER, 0.3 FOOT EAST OF THE SOUTHWEST CORNER OF THE
 PZ0265'BUILDING, AND 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0284 ***********************************************************************
 PZ0284  DESIGNATION -  J 319
 PZ0284  PID         -  PZ0284
 PZ0284  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0284  USGS QUAD   -  RED ROCK (1979)
 PZ0284
 PZ0284                         *CURRENT SURVEY CONTROL
 PZ0284  ___________________________________________________________________
 PZ0284* NAD 83(1986)-  44 54 58.     (N)    112 49 24.     (W)     SCALED    
 PZ0284* NAVD 88     -      1711.296  (meters)    5614.48   (feet)  ADJUSTED  
 PZ0284  ___________________________________________________________________
 PZ0284  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 PZ0284  DYNAMIC HT  -        1710.439 (meters)    5611.67  (feet)  COMP
 PZ0284  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 PZ0284
 PZ0284  VERT ORDER  -  FIRST     CLASS II
 PZ0284
 PZ0284.The horizontal coordinates were scaled from a topographic map and have
 PZ0284.an estimated accuracy of +/- 6 seconds.
 PZ0284
 PZ0284.The orthometric height was determined by differential leveling
 PZ0284.and adjusted by the National Geodetic Survey in June 1991..
 PZ0284
 PZ0284.The geoid height was determined by GEOID03.
 PZ0284
 PZ0284.The dynamic height is computed by dividing the NAVD 88
 PZ0284.geopotential number by the normal gravity value computed on the
 PZ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0284.degrees latitude (g = 980.6199 gals.).
 PZ0284
 PZ0284.The modeled gravity was interpolated from observed gravity values.
 PZ0284
 PZ0284;                    North         East    Units  Estimated Accuracy
 PZ0284;SPC MT       -    79,610.      337,650.      MT  (+/- 180 meters Scaled)
 PZ0284
 PZ0284                          SUPERSEDED SURVEY CONTROL
 PZ0284
 PZ0284  NGVD 29 (??/??/92) 1710.042  (m)         5610.36   (f) ADJ UNCH    1 2
 PZ0284
 PZ0284.Superseded values are not recommended for survey control.
 PZ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0284.See file dsdata.txt to determine how the superseded data were derived.
 PZ0284
 PZ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ560752(NAD 83)
 PZ0284_MARKER: DB = BENCH MARK DISK
 PZ0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0284_SP_SET: ABUTMENT
 PZ0284_STAMPING: J 319 1962
 PZ0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0284
 PZ0284  HISTORY     - Date     Condition        Report By
 PZ0284  HISTORY     - 1962     MONUMENTED       CGS
 PZ0284
 PZ0284                          STATION DESCRIPTION
 PZ0284
 PZ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0284'0.95 MI NW FROM RED ROCK.
 PZ0284'0.95 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0284'AT RED ROCK, IN THE TOP OF THE EAST-NORTHEAST END OF THE
 PZ0284'SOUTH-SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER BEAVERHEAD RIVER, 8
 PZ0284'FEET EAST-NORTHEAST OF THE NEAR RAIL, 1.3 FEET SOUTHEAST OF THE
 PZ0284'SOUTH-SOUTHEAST END OF A METAL BANISTER, AND ABOUT LEVEL WITH THE
 PZ0284'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0065 ***********************************************************************
 QX0065  DESIGNATION -  J 32
 QX0065  PID         -  QX0065
 QX0065  STATE/COUNTY-  MT/PARK
 QX0065  USGS QUAD   -  EMIGRANT (1988)
 QX0065
 QX0065                         *CURRENT SURVEY CONTROL
 QX0065  ___________________________________________________________________
 QX0065* NAD 83(1986)-  45 22 28.     (N)    110 43 41.     (W)     SCALED    
 QX0065* NAVD 88     -      1480.929  (meters)    4858.68   (feet)  ADJUSTED  
 QX0065  ___________________________________________________________________
 QX0065  GEOID HEIGHT-          -9.67  (meters)                     GEOID03
 QX0065  DYNAMIC HT  -        1480.312 (meters)    4856.66  (feet)  COMP
 QX0065  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 QX0065
 QX0065  VERT ORDER  -  FIRST     CLASS II
 QX0065
 QX0065.The horizontal coordinates were scaled from a topographic map and have
 QX0065.an estimated accuracy of +/- 6 seconds.
 QX0065
 QX0065.The orthometric height was determined by differential leveling
 QX0065.and adjusted by the National Geodetic Survey in June 1991..
 QX0065.WARNING-Repeat measurements at this control monument indicate possible
 QX0065.vertical movement.
 QX0065
 QX0065.The geoid height was determined by GEOID03.
 QX0065
 QX0065.The dynamic height is computed by dividing the NAVD 88
 QX0065.geopotential number by the normal gravity value computed on the
 QX0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0065.degrees latitude (g = 980.6199 gals.).
 QX0065
 QX0065.The modeled gravity was interpolated from observed gravity values.
 QX0065
 QX0065;                    North         East    Units  Estimated Accuracy
 QX0065;SPC MT       -   125,730.      503,830.      MT  (+/- 180 meters Scaled)
 QX0065
 QX0065                          SUPERSEDED SURVEY CONTROL
 QX0065
 QX0065  NGVD 29 (08/20/92) 1479.732  (m)         4854.75   (f) ADJUSTED    1 2
 QX0065
 QX0065.Superseded values are not recommended for survey control.
 QX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0065.See file dsdata.txt to determine how the superseded data were derived.
 QX0065
 QX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR212245(NAD 83)
 QX0065_MARKER: DB = BENCH MARK DISK
 QX0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0065_SP_SET: FOOTING
 QX0065_STAMPING: J 32 1923
 QX0065_MARK LOGO: CGS   
 QX0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0065
 QX0065  HISTORY     - Date     Condition        Report By
 QX0065  HISTORY     - 1923     MONUMENTED       CGS
 QX0065  HISTORY     - 1960     GOOD             NGS
 QX0065  HISTORY     - 1983     GOOD             NGS
 QX0065
 QX0065                          STATION DESCRIPTION
 QX0065
 QX0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0065'0.5 MI NE FROM EMIGRANT.
 QX0065'ABOUT 0.5 MILE NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0065'RAILWAY FROM THE POST OFFICE AT EMIGRANT, IN SECTION 27, T 5 S, R 8 E,
 QX0065'16 FEET NORTHWEST OF THE NORTHWEST RAIL, AT AN ABANDONED RAILROAD
 QX0065'WATER TANK FOUNDATION, IN THE TOP OF A CONCRETE LEDGE CONNECTING THE
 QX0065'CONCRETE FOOTING FOR THE MOST SOUTHEASTERLY LEG OF THE TANK WITH A
 QX0065'CONCRETE FOUNDATION WHICH IS SURROUNDED BY ALL OF THE FOOTINGS FOR THE
 QX0065'TANK, 4 INCHES SOUTHEAST OF THE SOUTHEAST EDGE OF THE CENTER
 QX0065'FOUNDATION, 5 FEET SOUTHWEST OF THE MOST EASTERLY CONCRETE FOOTING, 32
 QX0065'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD GRADE, ABOUT 2 FEET ABOVE
 QX0065'THE LEVEL OF THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
 QX0065
 QX0065                          STATION RECOVERY (1983)
 QX0065
 QX0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0065'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.6 KM (21.5
 QX0065'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0065'HIGHWAY 90 IN LIVINGSTON, IN TOP OF THE CONCRETE FOUNDATION OF AN
 QX0065'ABANDONED WATER TANK, 36.6 METERS (120.1 FT) NORTHWEST OF THE
 QX0065'CENTERLINE OF THE HIGHWAY, 5.3 METERS (17.4 FT) SOUTHEAST OF THE
 QX0065'CENTER OF THE OLD RAILROAD BED, 1.5 METERS (4.9 FT) SOUTHWEST OF THE
 QX0065'MOST EASTERLY FOOTING, AND 1.0 METER (3.3 FT) SOUTHEAST OF THE CENTER
 QX0065'OF THE FOUNDATION.
 QX0065'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0207 ***********************************************************************
 RV0207  DESIGNATION -  J 320
 RV0207  PID         -  RV0207
 RV0207  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0207  USGS QUAD   -  WALLUM (1986)
 RV0207
 RV0207                         *CURRENT SURVEY CONTROL
 RV0207  ___________________________________________________________________
 RV0207* NAD 83(1986)-  46 24 05.     (N)    109 21 31.     (W)     SCALED    
 RV0207* NAVD 88     -      1166.509  (meters)    3827.12   (feet)  ADJUSTED  
 RV0207  ___________________________________________________________________
 RV0207  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 RV0207  DYNAMIC HT  -        1166.308 (meters)    3826.46  (feet)  COMP
 RV0207  MODELED GRAV-     980,401.1   (mgal)                       NAVD 88
 RV0207
 RV0207  VERT ORDER  -  FIRST     CLASS II
 RV0207
 RV0207.The horizontal coordinates were scaled from a topographic map and have
 RV0207.an estimated accuracy of +/- 6 seconds.
 RV0207
 RV0207.The orthometric height was determined by differential leveling
 RV0207.and adjusted by the National Geodetic Survey in June 1991..
 RV0207
 RV0207.The geoid height was determined by GEOID03.
 RV0207
 RV0207.The dynamic height is computed by dividing the NAVD 88
 RV0207.geopotential number by the normal gravity value computed on the
 RV0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0207.degrees latitude (g = 980.6199 gals.).
 RV0207
 RV0207.The modeled gravity was interpolated from observed gravity values.
 RV0207
 RV0207;                    North         East    Units  Estimated Accuracy
 RV0207;SPC MT       -   239,080.      610,870.      MT  (+/- 180 meters Scaled)
 RV0207
 RV0207                          SUPERSEDED SURVEY CONTROL
 RV0207
 RV0207  NGVD 29 (??/??/92) 1165.643  (m)         3824.28   (f) ADJ UNCH    1 2
 RV0207
 RV0207.Superseded values are not recommended for survey control.
 RV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0207.See file dsdata.txt to determine how the superseded data were derived.
 RV0207
 RV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS261399(NAD 83)
 RV0207_MARKER: DB = BENCH MARK DISK
 RV0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0207_STAMPING: J 320 1962
 RV0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0207+STABILITY: SURFACE MOTION
 RV0207
 RV0207  HISTORY     - Date     Condition        Report By
 RV0207  HISTORY     - 1962     MONUMENTED       CGS
 RV0207
 RV0207                          STATION DESCRIPTION
 RV0207
 RV0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0207'4.8 MI NW FROM FRANKLIN.
 RV0207'4.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0207'CROSSING AT FRANKLIN, 36 FEET NORTH OF MILEPOST 74, 46 FEET
 RV0207'NORTH-NORTHEAST OF THE NEAR RAIL, 1.4 FEET SOUTH-SOUTHWEST OF A FENCE,
 RV0207'1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 RV0207'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 RV0207'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0151 ***********************************************************************
 QY0151  DESIGNATION -  J 321
 QY0151  PID         -  QY0151
 QY0151  STATE/COUNTY-  MT/BEAVERHEAD
 QY0151  USGS QUAD   -  BOND (1979)
 QY0151
 QY0151                         *CURRENT SURVEY CONTROL
 QY0151  ___________________________________________________________________
 QY0151* NAD 83(1986)-  45 18 47.     (N)    112 40 23.     (W)     SCALED    
 QY0151* NAVD 88     -      1581.827  (meters)    5189.71   (feet)  ADJUSTED  
 QY0151  ___________________________________________________________________
 QY0151  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 QY0151  DYNAMIC HT  -        1581.168 (meters)    5187.55  (feet)  COMP
 QY0151  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 QY0151
 QY0151  VERT ORDER  -  FIRST     CLASS II
 QY0151
 QY0151.The horizontal coordinates were scaled from a topographic map and have
 QY0151.an estimated accuracy of +/- 6 seconds.
 QY0151
 QY0151.The orthometric height was determined by differential leveling
 QY0151.and adjusted by the National Geodetic Survey in June 1991..
 QY0151
 QY0151.The geoid height was determined by GEOID03.
 QY0151
 QY0151.The dynamic height is computed by dividing the NAVD 88
 QY0151.geopotential number by the normal gravity value computed on the
 QY0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0151.degrees latitude (g = 980.6199 gals.).
 QY0151
 QY0151.The modeled gravity was interpolated from observed gravity values.
 QY0151
 QY0151;                    North         East    Units  Estimated Accuracy
 QY0151;SPC MT       -   123,190.      351,290.      MT  (+/- 180 meters Scaled)
 QY0151
 QY0151                          SUPERSEDED SURVEY CONTROL
 QY0151
 QY0151  NGVD 29 (??/??/92) 1580.643  (m)         5185.83   (f) ADJ UNCH    1 2
 QY0151
 QY0151.Superseded values are not recommended for survey control.
 QY0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0151.See file dsdata.txt to determine how the superseded data were derived.
 QY0151
 QY0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR688190(NAD 83)
 QY0151_MARKER: DB = BENCH MARK DISK
 QY0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0151_STAMPING: J 321 1962
 QY0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0151+STABILITY: SURFACE MOTION
 QY0151
 QY0151  HISTORY     - Date     Condition        Report By
 QY0151  HISTORY     - 1962     MONUMENTED       CGS
 QY0151
 QY0151                          STATION DESCRIPTION
 QY0151
 QY0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0151'7.15 MI N FROM DILLON.
 QY0151'7.15 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0151'DILLON, 48 1/2 FEET EAST OF THE CENTER OF THE CROSSING OF A PRIVATE
 QY0151'ROAD, 43.2 FEET EAST-NORTHEAST OF THE NEAR RAIL, 39.5 FEET NORTHEAST
 QY0151'OF THE CENTER OF THE EAST-NORTHEAST END OF WOODEN CULVERT 335.17, 21
 QY0151'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 55.7 FEET
 QY0151'WEST-SOUTHWEST OF A FENCE, 2 FEET WEST-SOUTHWEST OF A TELEPHONE POLE,
 QY0151'1.8 FEET EAST-NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 QY0151'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 QY0151'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0146 ***********************************************************************
 QY0146  DESIGNATION -  J 322
 QY0146  PID         -  QY0146
 QY0146  STATE/COUNTY-  MT/BEAVERHEAD
 QY0146  USGS QUAD   -  BOND (1979)
 QY0146
 QY0146                         *CURRENT SURVEY CONTROL
 QY0146  ___________________________________________________________________
 QY0146* NAD 83(1986)-  45 18 20.     (N)    112 39 54.     (W)     SCALED    
 QY0146* NAVD 88     -      1572.019  (meters)    5157.53   (feet)  ADJUSTED  
 QY0146  ___________________________________________________________________
 QY0146  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 QY0146  DYNAMIC HT  -        1571.369 (meters)    5155.40  (feet)  COMP
 QY0146  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 QY0146
 QY0146  VERT ORDER  -  FIRST     CLASS II
 QY0146
 QY0146.The horizontal coordinates were scaled from a topographic map and have
 QY0146.an estimated accuracy of +/- 6 seconds.
 QY0146
 QY0146.The orthometric height was determined by differential leveling
 QY0146.and adjusted by the National Geodetic Survey in June 1991..
 QY0146
 QY0146.The geoid height was determined by GEOID03.
 QY0146
 QY0146.The dynamic height is computed by dividing the NAVD 88
 QY0146.geopotential number by the normal gravity value computed on the
 QY0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0146.degrees latitude (g = 980.6199 gals.).
 QY0146
 QY0146.The modeled gravity was interpolated from observed gravity values.
 QY0146
 QY0146;                    North         East    Units  Estimated Accuracy
 QY0146;SPC MT       -   122,330.      351,890.      MT  (+/- 180 meters Scaled)
 QY0146
 QY0146                          SUPERSEDED SURVEY CONTROL
 QY0146
 QY0146  NGVD 29 (??/??/92) 1570.844  (m)         5153.68   (f) ADJ UNCH    1 2
 QY0146
 QY0146.Superseded values are not recommended for survey control.
 QY0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0146.See file dsdata.txt to determine how the superseded data were derived.
 QY0146
 QY0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR694182(NAD 83)
 QY0146_MARKER: DB = BENCH MARK DISK
 QY0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0146_STAMPING: J 322 1962
 QY0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0146+STABILITY: SURFACE MOTION
 QY0146
 QY0146  HISTORY     - Date     Condition        Report By
 QY0146  HISTORY     - 1962     MONUMENTED       CGS
 QY0146
 QY0146                          STATION DESCRIPTION
 QY0146
 QY0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0146'6.85 MI N FROM DILLON.
 QY0146'6.65 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0146'DILLON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, 72 FEET EAST OF
 QY0146'THE EXTENDED CENTER LINE OF A DRIVEWAY NORTH TO A BRICK FARMHOUSE, 44
 QY0146'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTH AND ACROSS
 QY0146'THE ROAD FROM A POWER POLE SUPPORTING A TRANSFORMER, 9 FEET SOUTH OF A
 QY0146'GUY POLE, 1.0 FOOT NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST,
 QY0146'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 QY0146'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0252 ***********************************************************************
 RW0252  DESIGNATION -  J 323
 RW0252  PID         -  RW0252
 RW0252  STATE/COUNTY-  MT/JEFFERSON
 RW0252  USGS QUAD   -  EAST HELENA (1985)
 RW0252
 RW0252                         *CURRENT SURVEY CONTROL
 RW0252  ___________________________________________________________________
 RW0252* NAD 83(1986)-  46 33 08.     (N)    111 54 45.     (W)     SCALED    
 RW0252* NAVD 88     -      1221.102  (meters)    4006.23   (feet)  ADJUSTED  
 RW0252  ___________________________________________________________________
 RW0252  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 RW0252  DYNAMIC HT  -        1220.820 (meters)    4005.31  (feet)  COMP
 RW0252  MODELED GRAV-     980,341.9   (mgal)                       NAVD 88
 RW0252
 RW0252  VERT ORDER  -  FIRST     CLASS II
 RW0252
 RW0252.The horizontal coordinates were scaled from a topographic map and have
 RW0252.an estimated accuracy of +/- 6 seconds.
 RW0252
 RW0252.The orthometric height was determined by differential leveling
 RW0252.and adjusted by the National Geodetic Survey in June 1991..
 RW0252
 RW0252.The geoid height was determined by GEOID03.
 RW0252
 RW0252.The dynamic height is computed by dividing the NAVD 88
 RW0252.geopotential number by the normal gravity value computed on the
 RW0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0252.degrees latitude (g = 980.6199 gals.).
 RW0252
 RW0252.The modeled gravity was interpolated from observed gravity values.
 RW0252
 RW0252;                    North         East    Units  Estimated Accuracy
 RW0252;SPC MT       -   258,680.      415,120.      MT  (+/- 180 meters Scaled)
 RW0252
 RW0252                          SUPERSEDED SURVEY CONTROL
 RW0252
 RW0252  NGVD 29 (??/??/92) 1220.034  (m)         4002.73   (f) ADJ UNCH    1 2
 RW0252
 RW0252.Superseded values are not recommended for survey control.
 RW0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0252.See file dsdata.txt to determine how the superseded data were derived.
 RW0252
 RW0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS300558(NAD 83)
 RW0252_MARKER: DB = BENCH MARK DISK
 RW0252_SETTING: 66 = SET IN ROCK OUTCROP
 RW0252_SP_SET: OUTCROP LEDGE
 RW0252_STAMPING: J 323 1962
 RW0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0252+STABILITY: POSITION/ELEVATION WELL
 RW0252
 RW0252  HISTORY     - Date     Condition        Report By
 RW0252  HISTORY     - 1962     MONUMENTED       CGS
 RW0252
 RW0252                          STATION DESCRIPTION
 RW0252
 RW0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RW0252'2.05 MI S FROM EAST HELENA.
 RW0252'2.05 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE AMERICAN
 RW0252'SMELTER AND REFINING BAG BUILDING AT EAST HELENA, ABOUT 55 FEET SOUTH
 RW0252'OF MILEPOLE 221, (SLOPE MEASUREMENT), AT A CUT, IN THE TOP OF A LEDGE
 RW0252'OF OUTCROP WHICH PROJECTS ABOUT 4 1/2 FEET ABOVE THE GROUND, 10.0 FEET
 RW0252'NORTHWEST OF THE NORTHWEST RAIL, 29.5 FEET NORTHWEST AND ACROSS THE
 RW0252'TRACK FROM A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0210 ***********************************************************************
 ST0210  DESIGNATION -  J 324
 ST0210  PID         -  ST0210
 ST0210  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0210  USGS QUAD   -  WOLF CREEK (1979)
 ST0210
 ST0210                         *CURRENT SURVEY CONTROL
 ST0210  ___________________________________________________________________
 ST0210* NAD 83(1986)-  47 00 29.     (N)    112 03 17.     (W)     SCALED    
 ST0210* NAVD 88     -      1094.054  (meters)    3589.41   (feet)  ADJUSTED  
 ST0210  ___________________________________________________________________
 ST0210  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 ST0210  DYNAMIC HT  -        1093.907 (meters)    3588.93  (feet)  COMP
 ST0210  MODELED GRAV-     980,441.4   (mgal)                       NAVD 88
 ST0210
 ST0210  VERT ORDER  -  SECOND    CLASS 0
 ST0210
 ST0210.The horizontal coordinates were scaled from a topographic map and have
 ST0210.an estimated accuracy of +/- 6 seconds.
 ST0210
 ST0210.The orthometric height was determined by differential leveling
 ST0210.and adjusted by the National Geodetic Survey in June 1991..
 ST0210
 ST0210.The geoid height was determined by GEOID03.
 ST0210
 ST0210.The dynamic height is computed by dividing the NAVD 88
 ST0210.geopotential number by the normal gravity value computed on the
 ST0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0210.degrees latitude (g = 980.6199 gals.).
 ST0210
 ST0210.The modeled gravity was interpolated from observed gravity values.
 ST0210
 ST0210;                    North         East    Units  Estimated Accuracy
 ST0210;SPC MT       -   309,640.      405,880.      MT  (+/- 180 meters Scaled)
 ST0210
 ST0210                          SUPERSEDED SURVEY CONTROL
 ST0210
 ST0210  NGVD 29 (??/??/92) 1093.098  (m)         3586.27   (f) ADJ UNCH    2 0
 ST0210
 ST0210.Superseded values are not recommended for survey control.
 ST0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0210.See file dsdata.txt to determine how the superseded data were derived.
 ST0210
 ST0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT198065(NAD 83)
 ST0210_MARKER: DB = BENCH MARK DISK
 ST0210_SETTING: 66 = SET IN ROCK OUTCROP
 ST0210_SP_SET: OUTCROP
 ST0210_STAMPING: J 324 1962
 ST0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0210+STABILITY: POSITION/ELEVATION WELL
 ST0210
 ST0210  HISTORY     - Date     Condition        Report By
 ST0210  HISTORY     - 1962     MONUMENTED       CGS
 ST0210  HISTORY     - 1979     MARK NOT FOUND   NGS
 ST0210
 ST0210                          STATION DESCRIPTION
 ST0210
 ST0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0210'1.2 MI N FROM WOLF CREEK.
 ST0210'1.2 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0210'RAILWAY STATION AT WOLF CREEK, ON THE INSIDE OF A CURVE, AT A ROCK
 ST0210'CUT, SET VERTICALLY IN THE SOUTHEAST FACE OF AN OUTCROP WHICH PROJECTS
 ST0210'ABOUT 6 FEET ABOVE THE GROUND, 28 FEET NORTHWEST OF THE CENTER LINE OF
 ST0210'THE HIGHWAY, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 ST0210
 ST0210                          STATION RECOVERY (1979)
 ST0210
 ST0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ST0210'NOTE=THERE IS A NEW ROAD AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0059 ***********************************************************************
 RV0059  DESIGNATION -  J 326
 RV0059  PID         -  RV0059
 RV0059  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0059  USGS QUAD   -  BELMONT (1979)
 RV0059
 RV0059                         *CURRENT SURVEY CONTROL
 RV0059  ___________________________________________________________________
 RV0059* NAD 83(1986)-  46 13 08.     (N)    108 58 48.     (W)     SCALED    
 RV0059* NAVD 88     -      1117.988  (meters)    3667.93   (feet)  ADJUSTED  
 RV0059  ___________________________________________________________________
 RV0059  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 RV0059  DYNAMIC HT  -        1117.785 (meters)    3667.27  (feet)  COMP
 RV0059  MODELED GRAV-     980,394.5   (mgal)                       NAVD 88
 RV0059
 RV0059  VERT ORDER  -  FIRST     CLASS II
 RV0059
 RV0059.The horizontal coordinates were scaled from a topographic map and have
 RV0059.an estimated accuracy of +/- 6 seconds.
 RV0059
 RV0059.The orthometric height was determined by differential leveling
 RV0059.and adjusted by the National Geodetic Survey in June 1991..
 RV0059
 RV0059.The geoid height was determined by GEOID03.
 RV0059
 RV0059.The dynamic height is computed by dividing the NAVD 88
 RV0059.geopotential number by the normal gravity value computed on the
 RV0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0059.degrees latitude (g = 980.6199 gals.).
 RV0059
 RV0059.The modeled gravity was interpolated from observed gravity values.
 RV0059
 RV0059;                    North         East    Units  Estimated Accuracy
 RV0059;SPC MT       -   218,930.      640,100.      MT  (+/- 180 meters Scaled)
 RV0059
 RV0059                          SUPERSEDED SURVEY CONTROL
 RV0059
 RV0059  NGVD 29 (??/??/92) 1117.151  (m)         3665.19   (f) ADJ UNCH    1 2
 RV0059
 RV0059.Superseded values are not recommended for survey control.
 RV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0059.See file dsdata.txt to determine how the superseded data were derived.
 RV0059
 RV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS557203(NAD 83)
 RV0059_MARKER: DB = BENCH MARK DISK
 RV0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0059_STAMPING: J 326 1962
 RV0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0059+STABILITY: SURFACE MOTION
 RV0059
 RV0059  HISTORY     - Date     Condition        Report By
 RV0059  HISTORY     - 1962     MONUMENTED       CGS
 RV0059
 RV0059                          STATION DESCRIPTION
 RV0059
 RV0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0059'0.65 MI S FROM BELMONT.
 RV0059'0.65 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0059'CROSSING AT BELMONT, 3 POLES SOUTH AND ACROSS THE TRACK FROM MILEPOST
 RV0059'48, 35 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING OF A PRIVATE
 RV0059'ROAD, 17.0 FEET WEST OF THE WEST RAIL, 29 FEET EAST OF A TELEPHONE
 RV0059'POLE, 30 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 1.6 FEET NORTH
 RV0059'OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 RV0059'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 RV0059'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0231 ***********************************************************************
 RV0231  DESIGNATION -  J 327
 RV0231  PID         -  RV0231
 RV0231  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0231  USGS QUAD   -  CUSHMAN (1986)
 RV0231
 RV0231                         *CURRENT SURVEY CONTROL
 RV0231  ___________________________________________________________________
 RV0231* NAD 83(1986)-  46 15 59.     (N)    109 00 51.     (W)     SCALED    
 RV0231* NAVD 88     -      1098.209  (meters)    3603.04   (feet)  ADJUSTED  
 RV0231  ___________________________________________________________________
 RV0231  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 RV0231  DYNAMIC HT  -        1098.020 (meters)    3602.42  (feet)  COMP
 RV0231  MODELED GRAV-     980,404.7   (mgal)                       NAVD 88
 RV0231
 RV0231  VERT ORDER  -  FIRST     CLASS II
 RV0231
 RV0231.The horizontal coordinates were scaled from a topographic map and have
 RV0231.an estimated accuracy of +/- 6 seconds.
 RV0231
 RV0231.The orthometric height was determined by differential leveling
 RV0231.and adjusted by the National Geodetic Survey in June 1991..
 RV0231
 RV0231.The geoid height was determined by GEOID03.
 RV0231
 RV0231.The dynamic height is computed by dividing the NAVD 88
 RV0231.geopotential number by the normal gravity value computed on the
 RV0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0231.degrees latitude (g = 980.6199 gals.).
 RV0231
 RV0231.The modeled gravity was interpolated from observed gravity values.
 RV0231
 RV0231;                    North         East    Units  Estimated Accuracy
 RV0231;SPC MT       -   224,190.      637,430.      MT  (+/- 180 meters Scaled)
 RV0231
 RV0231                          SUPERSEDED SURVEY CONTROL
 RV0231
 RV0231  NGVD 29 (??/??/92) 1097.374  (m)         3600.30   (f) ADJ UNCH    1 2
 RV0231
 RV0231.Superseded values are not recommended for survey control.
 RV0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0231.See file dsdata.txt to determine how the superseded data were derived.
 RV0231
 RV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS530255(NAD 83)
 RV0231_MARKER: DB = BENCH MARK DISK
 RV0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0231_STAMPING: J 327 1962
 RV0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0231+STABILITY: SURFACE MOTION
 RV0231
 RV0231  HISTORY     - Date     Condition        Report By
 RV0231  HISTORY     - 1962     MONUMENTED       CGS
 RV0231
 RV0231                          STATION DESCRIPTION
 RV0231
 RV0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0231'2.8 MI SE FROM CUSHMAN.
 RV0231'2.8 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM A ROAD
 RV0231'CROSSING AT CUSHMAN, 55 FEET WEST-NORTHWEST OF THE 8TH POLE NORTHEAST
 RV0231'OF MILEPOST 53, AT AN ABANDONED ROAD CROSSING, 91.5 FEET NORTHWEST OF
 RV0231'THE NORTHWEST RAIL, 12 FEET EAST-NORTHEAST OF THE CENTER OF A GATE,
 RV0231'2.0 FEET SOUTHEAST OF A FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST,
 RV0231'ABOUT 4 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RV0231'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0873 ***********************************************************************
 SS0873  DESIGNATION -  J 328
 SS0873  PID         -  SS0873
 SS0873  STATE/COUNTY-  MT/CASCADE
 SS0873  USGS QUAD   -  ROCKY REEF (1961)
 SS0873
 SS0873                         *CURRENT SURVEY CONTROL
 SS0873  ___________________________________________________________________
 SS0873* NAD 83(1986)-  47 14 50.     (N)    111 42 38.     (W)     SCALED    
 SS0873* NAVD 88     -      1027.507  (meters)    3371.08   (feet)  ADJUSTED  
 SS0873  ___________________________________________________________________
 SS0873  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 SS0873  DYNAMIC HT  -        1027.397 (meters)    3370.72  (feet)  COMP
 SS0873  MODELED GRAV-     980,471.4   (mgal)                       NAVD 88
 SS0873
 SS0873  VERT ORDER  -  FIRST     CLASS II
 SS0873
 SS0873.The horizontal coordinates were scaled from a topographic map and have
 SS0873.an estimated accuracy of +/- 6 seconds.
 SS0873
 SS0873.The orthometric height was determined by differential leveling
 SS0873.and adjusted by the National Geodetic Survey in June 1991..
 SS0873
 SS0873.The geoid height was determined by GEOID03.
 SS0873
 SS0873.The dynamic height is computed by dividing the NAVD 88
 SS0873.geopotential number by the normal gravity value computed on the
 SS0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0873.degrees latitude (g = 980.6199 gals.).
 SS0873
 SS0873.The modeled gravity was interpolated from observed gravity values.
 SS0873
 SS0873;                    North         East    Units  Estimated Accuracy
 SS0873;SPC MT       -   335,410.      432,770.      MT  (+/- 180 meters Scaled)
 SS0873
 SS0873                          SUPERSEDED SURVEY CONTROL
 SS0873
 SS0873  NGVD 29 (??/??/92) 1026.578  (m)         3368.03   (f) ADJ UNCH    1 2
 SS0873
 SS0873.Superseded values are not recommended for survey control.
 SS0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0873.See file dsdata.txt to determine how the superseded data were derived.
 SS0873
 SS0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT462328(NAD 83)
 SS0873_MARKER: DB = BENCH MARK DISK
 SS0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0873_STAMPING: J 328 1962
 SS0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0873+STABILITY: SURFACE MOTION
 SS0873
 SS0873  HISTORY     - Date     Condition        Report By
 SS0873  HISTORY     - 1962     MONUMENTED       CGS
 SS0873  HISTORY     - 1979     GOOD             NGS
 SS0873
 SS0873                          STATION DESCRIPTION
 SS0873
 SS0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0873'1.6 MI S FROM CASCADE.
 SS0873'1.6 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0873'AT CASCADE, 35 FEET WEST-NORTHWEST OF MILEPOST 146, 46 FEET
 SS0873'WEST-NORTHWEST OF THE NEAR RAIL, 4.5 FEET NORTH OF A TELEPHONE POLE,
 SS0873'1.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 SS0873'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SS0873
 SS0873                          STATION RECOVERY (1979)
 SS0873
 SS0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0105 ***********************************************************************
 QX0105  DESIGNATION -  J 33
 QX0105  PID         -  QX0105
 QX0105  STATE/COUNTY-  MT/PARK
 QX0105  USGS QUAD   -  GARDINER (1986)
 QX0105
 QX0105                         *CURRENT SURVEY CONTROL
 QX0105  ___________________________________________________________________
 QX0105* NAD 83(1986)-  45 02 23.     (N)    110 43 38.     (W)     SCALED    
 QX0105* NAVD 88     -      1598.085  (meters)    5243.05   (feet)  POSTED    
 QX0105  ___________________________________________________________________
 QX0105  GEOID HEIGHT-          -8.67  (meters)                     GEOID03
 QX0105  DYNAMIC HT  -        1597.310 (meters)    5240.51  (feet)  COMP
 QX0105  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 QX0105
 QX0105  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0105
 QX0105.The horizontal coordinates were scaled from a topographic map and have
 QX0105.an estimated accuracy of +/- 6 seconds.
 QX0105
 QX0105.The orthometric height was determined by differential leveling
 QX0105.and adjusted by the National Geodetic Survey in 1992..
 QX0105.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0105.rate of 0.0 thru 1.0 mm/km.
 QX0105
 QX0105.The geoid height was determined by GEOID03.
 QX0105
 QX0105.The dynamic height is computed by dividing the NAVD 88
 QX0105.geopotential number by the normal gravity value computed on the
 QX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0105.degrees latitude (g = 980.6199 gals.).
 QX0105
 QX0105.The modeled gravity was interpolated from observed gravity values.
 QX0105
 QX0105;                    North         East    Units  Estimated Accuracy
 QX0105;SPC MT       -    88,540.      503,310.      MT  (+/- 180 meters Scaled)
 QX0105
 QX0105                          SUPERSEDED SURVEY CONTROL
 QX0105
 QX0105  NGVD 29 (??/??/92) 1596.796  (m)         5238.82   (f) ADJ UNCH    1 2
 QX0105
 QX0105.Superseded values are not recommended for survey control.
 QX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0105.See file dsdata.txt to determine how the superseded data were derived.
 QX0105
 QX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ214873(NAD 83)
 QX0105_MARKER: DB = BENCH MARK DISK
 QX0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0105_SP_SET: CULVERT
 QX0105_STAMPING: J 33 1923
 QX0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0105
 QX0105  HISTORY     - Date     Condition        Report By
 QX0105  HISTORY     - 1923     MONUMENTED       CGS
 QX0105  HISTORY     - 1960     GOOD             NGS
 QX0105
 QX0105                          STATION DESCRIPTION
 QX0105
 QX0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0105'1.0 MI NW FROM GARDINER.
 QX0105'ABOUT 1.0 MILE NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0105'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 22, T 9 S, R 8 E, 5
 QX0105'1/2 TELEPHONE POLES NORTHWEST OF MILEPOST 53, 6 FEET SOUTHWEST OF THE
 QX0105'SOUTHWEST RAIL, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 QX0105'CONCRETE HEADWALL OF A CONCRETE CULVERT, 3 1/2 TELEPHONE POLES
 QX0105'NORTHWEST OF A TELEPHONE LINE CROSSING THE TRACK, AND ABOUT 2 FEET
 QX0105'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0019 ***********************************************************************
 QU0019  DESIGNATION -  J 34
 QU0019  PID         -  QU0019
 QU0019  STATE/COUNTY-  MT/CARTER
 QU0019  USGS QUAD   -  TIMBER HILL (1993)
 QU0019
 QU0019                         *CURRENT SURVEY CONTROL
 QU0019  ___________________________________________________________________
 QU0019* NAD 83(1986)-  45 34 00.     (N)    104 14 42.     (W)     SCALED    
 QU0019* NAVD 88     -      1086.232  (meters)    3563.75   (feet)  ADJUSTED  
 QU0019  ___________________________________________________________________
 QU0019  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 QU0019  DYNAMIC HT  -        1085.999 (meters)    3562.98  (feet)  COMP
 QU0019  MODELED GRAV-     980,364.1   (mgal)                       NAVD 88
 QU0019
 QU0019  VERT ORDER  -  FIRST     CLASS II
 QU0019
 QU0019.The horizontal coordinates were scaled from a topographic map and have
 QU0019.an estimated accuracy of +/- 6 seconds.
 QU0019
 QU0019.The orthometric height was determined by differential leveling
 QU0019.and adjusted by the National Geodetic Survey in June 1991..
 QU0019
 QU0019.The geoid height was determined by GEOID03.
 QU0019
 QU0019.The dynamic height is computed by dividing the NAVD 88
 QU0019.geopotential number by the normal gravity value computed on the
 QU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0019.degrees latitude (g = 980.6199 gals.).
 QU0019
 QU0019.The modeled gravity was interpolated from observed gravity values.
 QU0019
 QU0019;                    North         East    Units  Estimated Accuracy
 QU0019;SPC MT       -   160,090.    1,009,810.      MT  (+/- 180 meters Scaled)
 QU0019
 QU0019                          SUPERSEDED SURVEY CONTROL
 QU0019
 QU0019  NGVD 29 (??/??/92) 1085.650  (m)         3561.84   (f) ADJ UNCH    1 2
 QU0019
 QU0019.Superseded values are not recommended for survey control.
 QU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0019.See file dsdata.txt to determine how the superseded data were derived.
 QU0019
 QU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL589461(NAD 83)
 QU0019_MARKER: DB = BENCH MARK DISK
 QU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0019_STAMPING: J 34 1934
 QU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0019+STABILITY: SURFACE MOTION
 QU0019
 QU0019  HISTORY     - Date     Condition        Report By
 QU0019  HISTORY     - 1934     MONUMENTED       CGS
 QU0019  HISTORY     - 1953     GOOD             NGS
 QU0019
 QU0019                          STATION DESCRIPTION
 QU0019
 QU0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0019'15.8 MI NW FROM CAMP COOK.
 QU0019'IN CARTER COUNTY, MONTANA, 15.8 MILES NORTHWEST ALONG THE ROAD
 QU0019'TO BROADUS FROM CAMP CROOK, HARDING COUNTY, SOUTH DAKOTA, 0.3
 QU0019'MILE WEST OF A SHARP CURVE FROM NORTH TO WEST, ON AN EAST-AND-WEST
 QU0019'RIDGE ABOUT 3/4 MILE LONG, 42 FEET SOUTH OF THE CENTERLINE OF
 QU0019'THE ROAD, AND 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QU0019'DISK, STAMPED J 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0132 ***********************************************************************
 RU0132  DESIGNATION -  J 35
 RU0132  PID         -  RU0132
 RU0132  STATE/COUNTY-  MT/ROSEBUD
 RU0132  USGS QUAD   -  VANANDA (1983)
 RU0132
 RU0132                         *CURRENT SURVEY CONTROL
 RU0132  ___________________________________________________________________
 RU0132* NAD 83(1986)-  46 23 38.     (N)    107 00 39.     (W)     SCALED    
 RU0132* NAVD 88     -       826.225  (meters)    2710.71   (feet)  ADJUSTED  
 RU0132  ___________________________________________________________________
 RU0132  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 RU0132  DYNAMIC HT  -         826.144 (meters)    2710.44  (feet)  COMP
 RU0132  MODELED GRAV-     980,488.7   (mgal)                       NAVD 88
 RU0132
 RU0132  VERT ORDER  -  FIRST     CLASS II
 RU0132
 RU0132.The horizontal coordinates were scaled from a topographic map and have
 RU0132.an estimated accuracy of +/- 6 seconds.
 RU0132
 RU0132.The orthometric height was determined by differential leveling
 RU0132.and adjusted by the National Geodetic Survey in June 1991..
 RU0132
 RU0132.The geoid height was determined by GEOID03.
 RU0132
 RU0132.The dynamic height is computed by dividing the NAVD 88
 RU0132.geopotential number by the normal gravity value computed on the
 RU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0132.degrees latitude (g = 980.6199 gals.).
 RU0132
 RU0132.The modeled gravity was interpolated from observed gravity values.
 RU0132
 RU0132;                    North         East    Units  Estimated Accuracy
 RU0132;SPC MT       -   241,280.      791,310.      MT  (+/- 180 meters Scaled)
 RU0132
 RU0132                          SUPERSEDED SURVEY CONTROL
 RU0132
 RU0132  NGVD 29 (??/??/92)  825.585  (m)         2708.61   (f) ADJ UNCH    1 2
 RU0132
 RU0132.Superseded values are not recommended for survey control.
 RU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0132.See file dsdata.txt to determine how the superseded data were derived.
 RU0132
 RU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM454397(NAD 83)
 RU0132_MARKER: DB = BENCH MARK DISK
 RU0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0132_STAMPING: 2708.607 J 35 1931
 RU0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0132+STABILITY: SURFACE MOTION
 RU0132
 RU0132  HISTORY     - Date     Condition        Report By
 RU0132  HISTORY     - 1931     MONUMENTED       CGS
 RU0132
 RU0132                          STATION DESCRIPTION
 RU0132
 RU0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0132'IN VANANDA.
 RU0132'AT VANANDA, ROSEBUD COUNTY, 0.4 MILE NORTH OF THE CHICAGO, MILWAUKEE,
 RU0132'ST. PAUL AND PACIFIC RAILROAD STATION, 1-1/2 POLES SOUTH OF MILEPOST
 RU0132'1182, AT A PRIVATE-ROAD CROSSING, 50 FEET WEST OF THE TRACK, AND 2
 RU0132'FEET NORTH OF A GATE.  A STANDARD DISK, STAMPED 2708.607 J 35 1931 AND
 RU0132'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0423 ***********************************************************************
 SU0423  DESIGNATION -  J 352
 SU0423  PID         -  SU0423
 SU0423  STATE/COUNTY-  MT/MINERAL
 SU0423  USGS QUAD   -  DE BORGIA SOUTH (1988)
 SU0423
 SU0423                         *CURRENT SURVEY CONTROL
 SU0423  ___________________________________________________________________
 SU0423* NAD 83(1986)-  47 22 02.     (N)    115 15 13.     (W)     SCALED    
 SU0423* NAVD 88     -       961.318  (meters)    3153.92   (feet)  ADJUSTED  
 SU0423  ___________________________________________________________________
 SU0423  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 SU0423  DYNAMIC HT  -         961.227 (meters)    3153.63  (feet)  COMP
 SU0423  MODELED GRAV-     980,486.3   (mgal)                       NAVD 88
 SU0423
 SU0423  VERT ORDER  -  SECOND    CLASS 0
 SU0423
 SU0423.The horizontal coordinates were scaled from a topographic map and have
 SU0423.an estimated accuracy of +/- 6 seconds.
 SU0423
 SU0423.The orthometric height was determined by differential leveling
 SU0423.and adjusted by the National Geodetic Survey in June 1991..
 SU0423
 SU0423.The geoid height was determined by GEOID03.
 SU0423
 SU0423.The dynamic height is computed by dividing the NAVD 88
 SU0423.geopotential number by the normal gravity value computed on the
 SU0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0423.degrees latitude (g = 980.6199 gals.).
 SU0423
 SU0423.The modeled gravity was interpolated from observed gravity values.
 SU0423
 SU0423;                    North         East    Units  Estimated Accuracy
 SU0423;SPC MT       -   362,320.      166,060.      MT  (+/- 180 meters Scaled)
 SU0423
 SU0423                          SUPERSEDED SURVEY CONTROL
 SU0423
 SU0423  NGVD 29 (??/??/92)  960.16   (m)         3150.1    (f) COMPUTED    2 0
 SU0423
 SU0423.Superseded values are not recommended for survey control.
 SU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0423.See file dsdata.txt to determine how the superseded data were derived.
 SU0423
 SU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN318474(NAD 83)
 SU0423_MARKER: DB = BENCH MARK DISK
 SU0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0423_STAMPING: J 352 1935
 SU0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0423+STABILITY: SURFACE MOTION
 SU0423
 SU0423  HISTORY     - Date     Condition        Report By
 SU0423  HISTORY     - 1935     MONUMENTED       CGS
 SU0423  HISTORY     - 1953     MARK NOT FOUND   NGS
 SU0423
 SU0423                          STATION DESCRIPTION
 SU0423
 SU0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SU0423'5.2 MI E FROM DE BORGIA.
 SU0423'5.2 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0423'STATION AT DE BORGIA, MINERAL COUNTY, 3.0 MILES WEST OF CAMELS HUMP
 SU0423'MOUNTAIN, 0.5 MILE EAST OF CABIN CITY, 350 FEET EAST OF A RIGHT-ANGLE
 SU0423'CURVE IN THE HIGHWAY, 125 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 SU0423'GRAVEL ROAD LEADING NORTHWEST, IN THE ANGLE FORMED BY THE JUNCTION, 33
 SU0423'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 21.2 FEET SOUTH OF
 SU0423'THE CENTERLINE OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 SU0423'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0859 ***********************************************************************
 TJ0859  DESIGNATION -  J 353 RESET
 TJ0859  PID         -  TJ0859
 TJ0859  STATE/COUNTY-  MT/VALLEY
 TJ0859  USGS QUAD   -  WHEELER (1978)
 TJ0859
 TJ0859                         *CURRENT SURVEY CONTROL
 TJ0859  ___________________________________________________________________
 TJ0859* NAD 83(1986)-  48 07 20.     (N)    106 35 55.     (W)     SCALED    
 TJ0859* NAVD 88     -       680.08   (meters)    2231.2    (feet)  RESET     
 TJ0859  ___________________________________________________________________
 TJ0859  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 TJ0859
 TJ0859  VERT ORDER  -  THIRD
 TJ0859
 TJ0859.The horizontal coordinates were scaled from a topographic map and have
 TJ0859.an estimated accuracy of +/- 6 seconds.
 TJ0859
 TJ0859.The orthometric height was computed from unverified reset data.
 TJ0859
 TJ0859.The geoid height was determined by GEOID03.
 TJ0859
 TJ0859;                    North         East    Units  Estimated Accuracy
 TJ0859;SPC MT       -   434,280.      815,870.      MT  (+/- 180 meters Scaled)
 TJ0859
 TJ0859                          SUPERSEDED SURVEY CONTROL
 TJ0859
 TJ0859.No superseded survey control is available for this station.
 TJ0859
 TJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP810311(NAD 83)
 TJ0859_MARKER: DD = SURVEY DISK
 TJ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0859_SP_SET: CONCRETE POST
 TJ0859_STAMPING: J 353 RESET 1994
 TJ0859_MARK LOGO: MTDOT 
 TJ0859_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 TJ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0859+STABILITY: SURFACE MOTION
 TJ0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0859+SATELLITE: SATELLITE OBSERVATIONS - 1994
 TJ0859
 TJ0859  HISTORY     - Date     Condition        Report By
 TJ0859  HISTORY     - 1994     MONUMENTED       MTDOT
 TJ0859
 TJ0859                          STATION DESCRIPTION
 TJ0859
 TJ0859'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 1994
 TJ0859'THE STATION IS LOCATED ABOUT 3.25 MI (5.23 KM) SOUTHEAST OF GLASGOW,
 TJ0859'ALONG THE EAST SIDE OF STATE HIGHWAY 24 ON A HIGH CUT BANK ABOUT 30
 TJ0859'FT (9.1 M) ABOVE THE HIGHWAY.  IT IS AT A T JUNCTION OF A FENCE.
 TJ0859'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 24W, IN THE
 TJ0859'SOUTHEAST EDGE OF GLASGOW, GO SOUTHERLY ON STATE HIGHWAY 24 FOR 3.25
 TJ0859'MI (5.23 KM) TO MILEPOST 70 AND THE STATION ON THE LEFT AS DESCRIBED.
 TJ0859'THE STATION IS AN MDT ALUMINUM DISK SET IN TOP OF A CONCRETE MONUMENT
 TJ0859'FLUSH WITH THE GROUND.  IT IS 2.2 FT (0.7 M) WEST OF A FENCE POST
 TJ0859'THAT MAKES A T JUNCTION IN THE FENCE AND 1.2 FT (0.4 M) SOUTH OF A
 TJ0859'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0196 ***********************************************************************
 TJ0196  DESIGNATION -  J 354
 TJ0196  PID         -  TJ0196
 TJ0196  STATE/COUNTY-  MT/VALLEY
 TJ0196  USGS QUAD   -  WHEELER (1978)
 TJ0196
 TJ0196                         *CURRENT SURVEY CONTROL
 TJ0196  ___________________________________________________________________
 TJ0196* NAD 83(1986)-  48 00 34.     (N)    106 30 16.     (W)     SCALED    
 TJ0196* NAVD 88     -       704.432  (meters)    2311.12   (feet)  ADJUSTED  
 TJ0196  ___________________________________________________________________
 TJ0196  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TJ0196  DYNAMIC HT  -         704.491 (meters)    2311.32  (feet)  COMP
 TJ0196  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 TJ0196
 TJ0196  VERT ORDER  -  FIRST     CLASS II
 TJ0196
 TJ0196.The horizontal coordinates were scaled from a topographic map and have
 TJ0196.an estimated accuracy of +/- 6 seconds.
 TJ0196
 TJ0196.The orthometric height was determined by differential leveling
 TJ0196.and adjusted by the National Geodetic Survey in June 1991..
 TJ0196
 TJ0196.The geoid height was determined by GEOID03.
 TJ0196
 TJ0196.The dynamic height is computed by dividing the NAVD 88
 TJ0196.geopotential number by the normal gravity value computed on the
 TJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0196.degrees latitude (g = 980.6199 gals.).
 TJ0196
 TJ0196.The modeled gravity was interpolated from observed gravity values.
 TJ0196
 TJ0196;                    North         East    Units  Estimated Accuracy
 TJ0196;SPC MT       -   422,020.      823,350.      MT  (+/- 180 meters Scaled)
 TJ0196
 TJ0196                          SUPERSEDED SURVEY CONTROL
 TJ0196
 TJ0196  NGVD 29 (??/??/92)  703.803  (m)         2309.06   (f) ADJ UNCH    1 2
 TJ0196
 TJ0196.Superseded values are not recommended for survey control.
 TJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0196.See file dsdata.txt to determine how the superseded data were derived.
 TJ0196
 TJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP877184(NAD 83)
 TJ0196_MARKER: DB = BENCH MARK DISK
 TJ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0196_STAMPING: J 354 1948
 TJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0196+STABILITY: SURFACE MOTION
 TJ0196
 TJ0196  HISTORY     - Date     Condition        Report By
 TJ0196  HISTORY     - 1948     MONUMENTED       CGS
 TJ0196
 TJ0196                          STATION DESCRIPTION
 TJ0196
 TJ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0196'3.1 MI SNW FROM FORT PECK.
 TJ0196'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0196'PECK, THENCE 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 22, APPROXIMATELY
 TJ0196'121 YARDS (PACED) EAST OF AND ACROSS THE HIGHWAY FROM WHEELER GROCERY
 TJ0196'STORE, 194.6 FEET SOUTHEAST OF THE SOUTH CORNER OF THE BUCK HORN CLUB,
 TJ0196'63.1 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.8 FEET NORTH
 TJ0196'OF A FENCE CORNER, 3.0 FEET NORTH OF A REFERENCE POST, AND SET IN THE
 TJ0196'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0016 ***********************************************************************
 SQ0016  DESIGNATION -  J 355
 SQ0016  PID         -  SQ0016
 SQ0016  STATE/COUNTY-  MT/MCCONE
 SQ0016  USGS QUAD   -  MC RAE SPRINGS (1973)
 SQ0016
 SQ0016                         *CURRENT SURVEY CONTROL
 SQ0016  ___________________________________________________________________
 SQ0016* NAD 83(1986)-  47 56 32.     (N)    106 13 25.     (W)     SCALED    
 SQ0016* NAVD 88     -       791.508  (meters)    2596.81   (feet)  ADJUSTED  
 SQ0016  ___________________________________________________________________
 SQ0016  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SQ0016  DYNAMIC HT  -         791.566 (meters)    2597.00  (feet)  COMP
 SQ0016  MODELED GRAV-     980,657.5   (mgal)                       NAVD 88
 SQ0016
 SQ0016  VERT ORDER  -  FIRST     CLASS II
 SQ0016
 SQ0016.The horizontal coordinates were scaled from a topographic map and have
 SQ0016.an estimated accuracy of +/- 6 seconds.
 SQ0016
 SQ0016.The orthometric height was determined by differential leveling
 SQ0016.and adjusted by the National Geodetic Survey in June 1991..
 SQ0016
 SQ0016.The geoid height was determined by GEOID03.
 SQ0016
 SQ0016.The dynamic height is computed by dividing the NAVD 88
 SQ0016.geopotential number by the normal gravity value computed on the
 SQ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0016.degrees latitude (g = 980.6199 gals.).
 SQ0016
 SQ0016.The modeled gravity was interpolated from observed gravity values.
 SQ0016
 SQ0016;                    North         East    Units  Estimated Accuracy
 SQ0016;SPC MT       -   415,390.      844,590.      MT  (+/- 180 meters Scaled)
 SQ0016
 SQ0016                          SUPERSEDED SURVEY CONTROL
 SQ0016
 SQ0016  NGVD 29 (??/??/92)  790.884  (m)         2594.76   (f) ADJ UNCH    1 2
 SQ0016
 SQ0016.Superseded values are not recommended for survey control.
 SQ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0016.See file dsdata.txt to determine how the superseded data were derived.
 SQ0016
 SQ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP086106(NAD 83)
 SQ0016_MARKER: DB = BENCH MARK DISK
 SQ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0016_STAMPING: J 355 1948
 SQ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0016+STABILITY: SURFACE MOTION
 SQ0016
 SQ0016  HISTORY     - Date     Condition        Report By
 SQ0016  HISTORY     - 1948     MONUMENTED       CGS
 SQ0016  HISTORY     - 1973     GOOD             USGS
 SQ0016
 SQ0016                          STATION DESCRIPTION
 SQ0016
 SQ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0016'12.6 MI SE FROM FORT PECK.
 SQ0016'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0016'PECK DAM AT FORT PECK, THENCE 9.35 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0016'ROAD, THENCE 0.3 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 0.15 MILE
 SQ0016'NORTHEAST OF THE NORTHEAST CORNER OF A TRIANGULAR PLOT OF GROUND AT A
 SQ0016'ROAD JUNCTION, 50.0 FEET NORTHWEST OF THE CENTER LINE OF A SMALL
 SQ0016'RAVINE LEADING NORTHEAST, 31.0 FEET SOUTHEAST OF THE CENTER LINE OF
 SQ0016'THE ROAD, 1.8 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 SQ0016'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE--
 SQ0016'WITNESS POST GONE.
 SQ0016
 SQ0016                          STATION RECOVERY (1973)
 SQ0016
 SQ0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0140 ***********************************************************************
 TJ0140  DESIGNATION -  J 356
 TJ0140  PID         -  TJ0140
 TJ0140  STATE/COUNTY-  MT/VALLEY
 TJ0140  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0140
 TJ0140                         *CURRENT SURVEY CONTROL
 TJ0140  ___________________________________________________________________
 TJ0140* NAD 83(1986)-  48 04 25.     (N)    106 18 16.     (W)     SCALED    
 TJ0140* NAVD 88     -       624.189  (meters)    2047.86   (feet)  ADJUSTED  
 TJ0140  ___________________________________________________________________
 TJ0140  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TJ0140  DYNAMIC HT  -         624.250 (meters)    2048.06  (feet)  COMP
 TJ0140  MODELED GRAV-     980,688.8   (mgal)                       NAVD 88
 TJ0140
 TJ0140  VERT ORDER  -  FIRST     CLASS II
 TJ0140
 TJ0140.The horizontal coordinates were scaled from a topographic map and have
 TJ0140.an estimated accuracy of +/- 6 seconds.
 TJ0140
 TJ0140.The orthometric height was determined by differential leveling
 TJ0140.and adjusted by the National Geodetic Survey in June 1991..
 TJ0140
 TJ0140.The geoid height was determined by GEOID03.
 TJ0140
 TJ0140.The dynamic height is computed by dividing the NAVD 88
 TJ0140.geopotential number by the normal gravity value computed on the
 TJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0140.degrees latitude (g = 980.6199 gals.).
 TJ0140
 TJ0140.The modeled gravity was interpolated from observed gravity values.
 TJ0140
 TJ0140;                    North         East    Units  Estimated Accuracy
 TJ0140;SPC MT       -   429,730.      837,960.      MT  (+/- 180 meters Scaled)
 TJ0140
 TJ0140                          SUPERSEDED SURVEY CONTROL
 TJ0140
 TJ0140  NGVD 29 (??/??/92)  623.552  (m)         2045.77   (f) ADJ UNCH    1 2
 TJ0140
 TJ0140.Superseded values are not recommended for survey control.
 TJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0140.See file dsdata.txt to determine how the superseded data were derived.
 TJ0140
 TJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP028253(NAD 83)
 TJ0140_MARKER: DB = BENCH MARK DISK
 TJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0140_STAMPING: J 356 1948
 TJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0140+STABILITY: SURFACE MOTION
 TJ0140
 TJ0140  HISTORY     - Date     Condition        Report By
 TJ0140  HISTORY     - 1948     MONUMENTED       CGS
 TJ0140  HISTORY     - 1972     GOOD             USGS
 TJ0140
 TJ0140                          STATION DESCRIPTION
 TJ0140
 TJ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0140'2.6 MI SW FROM WIOTA.
 TJ0140'2.6 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TJ0140'AT WIOTA, AT A ROAD CROSSING, 71.0 FEET WEST OF THE CENTER LINE OF THE
 TJ0140'ROAD, 48.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK AND 8.0
 TJ0140'FEET LOWER, 10.3 FEET EAST OF A T FENCE CORNER, 2.2 FEET SOUTHWEST OF
 TJ0140'A REFERENCE POST, 1.2 FEET SOUTHEAST OF A FENCE, AND SET IN THE TOP OF
 TJ0140'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 TJ0140
 TJ0140                          STATION RECOVERY (1972)
 TJ0140
 TJ0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0105 ***********************************************************************
 TJ0105  DESIGNATION -  J 357
 TJ0105  PID         -  TJ0105
 TJ0105  STATE/COUNTY-  MT/MCCONE
 TJ0105  USGS QUAD   -  FRAZER (1972)
 TJ0105
 TJ0105                         *CURRENT SURVEY CONTROL
 TJ0105  ___________________________________________________________________
 TJ0105* NAD 83(1986)-  48 00 12.     (N)    106 04 45.     (W)     SCALED    
 TJ0105* NAVD 88     -       614.963  (meters)    2017.59   (feet)  ADJUSTED  
 TJ0105  ___________________________________________________________________
 TJ0105  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TJ0105  DYNAMIC HT  -         615.031 (meters)    2017.81  (feet)  COMP
 TJ0105  MODELED GRAV-     980,700.9   (mgal)                       NAVD 88
 TJ0105
 TJ0105  VERT ORDER  -  FIRST     CLASS II
 TJ0105
 TJ0105.The horizontal coordinates were scaled from a topographic map and have
 TJ0105.an estimated accuracy of +/- 6 seconds.
 TJ0105
 TJ0105.The orthometric height was determined by differential leveling
 TJ0105.and adjusted by the National Geodetic Survey in June 1991..
 TJ0105
 TJ0105.The geoid height was determined by GEOID03.
 TJ0105
 TJ0105.The dynamic height is computed by dividing the NAVD 88
 TJ0105.geopotential number by the normal gravity value computed on the
 TJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0105.degrees latitude (g = 980.6199 gals.).
 TJ0105
 TJ0105.The modeled gravity was interpolated from observed gravity values.
 TJ0105
 TJ0105;                    North         East    Units  Estimated Accuracy
 TJ0105;SPC MT       -   422,640.      855,070.      MT  (+/- 180 meters Scaled)
 TJ0105
 TJ0105                          SUPERSEDED SURVEY CONTROL
 TJ0105
 TJ0105  NGVD 29 (??/??/92)  614.368  (m)         2015.64   (f) ADJ UNCH    1 2
 TJ0105
 TJ0105.Superseded values are not recommended for survey control.
 TJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0105.See file dsdata.txt to determine how the superseded data were derived.
 TJ0105
 TJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP195172(NAD 83)
 TJ0105_MARKER: DB = BENCH MARK DISK
 TJ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0105_STAMPING: J 357 1948
 TJ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0105+STABILITY: SURFACE MOTION
 TJ0105
 TJ0105  HISTORY     - Date     Condition        Report By
 TJ0105  HISTORY     - 1948     MONUMENTED       CGS
 TJ0105
 TJ0105                          STATION DESCRIPTION
 TJ0105
 TJ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0105'21.55 MI SE FROM FORT PECK.
 TJ0105'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 TJ0105'PECK DAM AT FORT PECK, THENCE 9.35 MILES SOUTHEAST ALONG A GRADED DIRT
 TJ0105'ROAD, THENCE 8.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.7
 TJ0105'MILE NORTH ALONG A GRADED DIRT ROAD, 86.5 FEET SOUTH OF THE SOUTH END
 TJ0105'OF A WIRE GATE ACROSS A PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE,
 TJ0105'41.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 74.0
 TJ0105'FEET EAST OF AND ACROSS THE ROAD FROM THE EAST FACE OF A 24-INCH
 TJ0105'COTTONWOOD TREE, 3.8 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A
 TJ0105'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 TJ0105'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0185 ***********************************************************************
 SQ0185  DESIGNATION -  J 358
 SQ0185  PID         -  SQ0185
 SQ0185  STATE/COUNTY-  MT/VALLEY
 SQ0185  USGS QUAD   -  BOMBER COULEE (1985)
 SQ0185
 SQ0185                         *CURRENT SURVEY CONTROL
 SQ0185  ___________________________________________________________________
 SQ0185* NAD 83(1986)-  47 55 33.     (N)    106 49 27.     (W)     SCALED    
 SQ0185* NAVD 88     -       683.697  (meters)    2243.10   (feet)  ADJUSTED  
 SQ0185  ___________________________________________________________________
 SQ0185  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 SQ0185  DYNAMIC HT  -         683.755 (meters)    2243.29  (feet)  COMP
 SQ0185  MODELED GRAV-     980,674.2   (mgal)                       NAVD 88
 SQ0185
 SQ0185  VERT ORDER  -  SECOND    CLASS 0
 SQ0185
 SQ0185.The horizontal coordinates were scaled from a topographic map and have
 SQ0185.an estimated accuracy of +/- 6 seconds.
 SQ0185
 SQ0185.The orthometric height was determined by differential leveling
 SQ0185.and adjusted by the National Geodetic Survey in June 1991..
 SQ0185
 SQ0185.The geoid height was determined by GEOID03.
 SQ0185
 SQ0185.The dynamic height is computed by dividing the NAVD 88
 SQ0185.geopotential number by the normal gravity value computed on the
 SQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0185.degrees latitude (g = 980.6199 gals.).
 SQ0185
 SQ0185.The modeled gravity was interpolated from observed gravity values.
 SQ0185
 SQ0185;                    North         East    Units  Estimated Accuracy
 SQ0185;SPC MT       -   411,870.      799,840.      MT  (+/- 180 meters Scaled)
 SQ0185
 SQ0185                          SUPERSEDED SURVEY CONTROL
 SQ0185
 SQ0185  NGVD 29 (??/??/92)  683.056  (m)         2240.99   (f) ADJ UNCH    2 0
 SQ0185
 SQ0185.Superseded values are not recommended for survey control.
 SQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0185.See file dsdata.txt to determine how the superseded data were derived.
 SQ0185
 SQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP637096(NAD 83)
 SQ0185_MARKER: DB = BENCH MARK DISK
 SQ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0185_STAMPING: J 358 1948
 SQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0185+STABILITY: SURFACE MOTION
 SQ0185
 SQ0185  HISTORY     - Date     Condition        Report By
 SQ0185  HISTORY     - 1948     MONUMENTED       CGS
 SQ0185  HISTORY     - 1957     GOOD             USGS
 SQ0185
 SQ0185                          STATION DESCRIPTION
 SQ0185
 SQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0185'26.3 MI SE FROM GLASGOW.
 SQ0185'TO REACH FROM THE GREAT NORTHERN RAILWAY STATION AT GLASGOW, GO 9.3
 SQ0185'MILES SOUTH ALONG STATE HIGHWAY 24 TO THE Y-JUNCTION OF A DIRT ROAD
 SQ0185'LEADING SOUTH, TAKE THE RIGHT FORK AND PROCEED SOUTH ALONG THE GRADED
 SQ0185'DIRT ROAD FOR 16.9 MILES TO THE JUNCTION OF AN OLD ROAD LEADING NORTH,
 SQ0185'PROCEED ON FOOT 0.1 MILE NORTH ALONG THE OLD ROAD.  THE MARK IS 351
 SQ0185'FEET NORTH OF THE ROAD JUNCTION, AND 54 FEET WEST OF THE OLD ROAD BED.
 SQ0185
 SQ0185                          STATION RECOVERY (1957)
 SQ0185
 SQ0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0330 ***********************************************************************
 TH0330  DESIGNATION -  J 359
 TH0330  PID         -  TH0330
 TH0330  STATE/COUNTY-  MT/VALLEY
 TH0330  USGS QUAD   -  OSWEGO NW (1972)
 TH0330
 TH0330                         *CURRENT SURVEY CONTROL
 TH0330  ___________________________________________________________________
 TH0330* NAD 83(1986)-  48 07 55.     (N)    105 59 40.     (W)     SCALED    
 TH0330* NAVD 88     -       694.581  (meters)    2278.80   (feet)  ADJUSTED  
 TH0330  ___________________________________________________________________
 TH0330  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TH0330  DYNAMIC HT  -         694.655 (meters)    2279.05  (feet)  COMP
 TH0330  MODELED GRAV-     980,694.8   (mgal)                       NAVD 88
 TH0330
 TH0330  VERT ORDER  -  SECOND    CLASS 0
 TH0330
 TH0330.The horizontal coordinates were scaled from a topographic map and have
 TH0330.an estimated accuracy of +/- 6 seconds.
 TH0330
 TH0330.The orthometric height was determined by differential leveling
 TH0330.and adjusted by the National Geodetic Survey in June 1991..
 TH0330
 TH0330.The geoid height was determined by GEOID03.
 TH0330
 TH0330.The dynamic height is computed by dividing the NAVD 88
 TH0330.geopotential number by the normal gravity value computed on the
 TH0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0330.degrees latitude (g = 980.6199 gals.).
 TH0330
 TH0330.The modeled gravity was interpolated from observed gravity values.
 TH0330
 TH0330;                    North         East    Units  Estimated Accuracy
 TH0330;SPC MT       -   437,200.      860,740.      MT  (+/- 180 meters Scaled)
 TH0330
 TH0330                          SUPERSEDED SURVEY CONTROL
 TH0330
 TH0330  NGVD 29 (??/??/92)  693.973  (m)         2276.81   (f) ADJ UNCH    2 0
 TH0330
 TH0330.Superseded values are not recommended for survey control.
 TH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0330.See file dsdata.txt to determine how the superseded data were derived.
 TH0330
 TH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP260314(NAD 83)
 TH0330_MARKER: DB = BENCH MARK DISK
 TH0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0330_STAMPING: J 359 1948
 TH0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0330+STABILITY: SURFACE MOTION
 TH0330
 TH0330  HISTORY     - Date     Condition        Report By
 TH0330  HISTORY     - 1948     MONUMENTED       CGS
 TH0330
 TH0330                          STATION DESCRIPTION
 TH0330
 TH0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0330'7.2 MI NE FROM FRAZER.
 TH0330'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0330'STATION AT FRAZER, THENCE 5.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0330'50.0 FEET EAST OF AND 2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD,
 TH0330'12.0 FEET EAST OF A T FENCE CORNER, 1.3 FEET NORTH OF A REFERENCE
 TH0330'POST, 1.0 FOOT SOUTH OF AN EAST-WEST SECTION LINE FENCE, AT THE NORTH
 TH0330'EDGE OF A ROCK PILE AT THE NORTHWEST CORNER OF A FIELD, AND SET IN THE
 TH0330'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0222 ***********************************************************************
 RU0222  DESIGNATION -  J 36
 RU0222  PID         -  RU0222
 RU0222  STATE/COUNTY-  MT/GARFIELD
 RU0222  USGS QUAD   -  MC GINNIS BUTTE (1980)
 RU0222
 RU0222                         *CURRENT SURVEY CONTROL
 RU0222  ___________________________________________________________________
 RU0222* NAD 83(1986)-  46 58 56.     (N)    107 23 08.     (W)     SCALED    
 RU0222* NAVD 88     -      1069.416  (meters)    3508.58   (feet)  ADJUSTED  
 RU0222  ___________________________________________________________________
 RU0222  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 RU0222  DYNAMIC HT  -        1069.340 (meters)    3508.33  (feet)  COMP
 RU0222  MODELED GRAV-     980,504.9   (mgal)                       NAVD 88
 RU0222
 RU0222  VERT ORDER  -  FIRST     CLASS II
 RU0222
 RU0222.The horizontal coordinates were scaled from a topographic map and have
 RU0222.an estimated accuracy of +/- 6 seconds.
 RU0222
 RU0222.The orthometric height was determined by differential leveling
 RU0222.and adjusted by the National Geodetic Survey in June 1991..
 RU0222
 RU0222.The geoid height was determined by GEOID03.
 RU0222
 RU0222.The dynamic height is computed by dividing the NAVD 88
 RU0222.geopotential number by the normal gravity value computed on the
 RU0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0222.degrees latitude (g = 980.6199 gals.).
 RU0222
 RU0222.The modeled gravity was interpolated from observed gravity values.
 RU0222
 RU0222;                    North         East    Units  Estimated Accuracy
 RU0222;SPC MT       -   305,770.      760,750.      MT  (+/- 180 meters Scaled)
 RU0222
 RU0222                          SUPERSEDED SURVEY CONTROL
 RU0222
 RU0222  NGVD 29 (??/??/92) 1068.698  (m)         3506.22   (f) ADJ UNCH    1 2
 RU0222
 RU0222.Superseded values are not recommended for survey control.
 RU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0222.See file dsdata.txt to determine how the superseded data were derived.
 RU0222
 RU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN185059(NAD 83)
 RU0222_MARKER: DB = BENCH MARK DISK
 RU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0222_STAMPING: 3506.220 J 36 1931
 RU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0222+STABILITY: SURFACE MOTION
 RU0222
 RU0222  HISTORY     - Date     Condition        Report By
 RU0222  HISTORY     - 1931     MONUMENTED       CGS
 RU0222  HISTORY     - 1965     GOOD             USGS
 RU0222
 RU0222                          STATION DESCRIPTION
 RU0222
 RU0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0222'11.6 MI S FROM EDWARDS.
 RU0222'ABOUT 11.6 MILES SOUTH ALONG THE INGOMAR-EDWARDS ROAD FROM EDWARDS,
 RU0222'GARFIELD COUNTY, ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF A ROAD
 RU0222'LEADING WEST TO SUMATRA, AT A CURVE LEADING EAST OVER THE TOP OF A
 RU0222'STEEP BUTTE, AND ABOUT 150 FEET SOUTH OF THE ROAD.  A STANDARD DISK,
 RU0222'STAMPED 3506.220 J 36 1931 AND SET IN THE TOP OF A CONCRETE POST.
 RU0222'NOTE-- GARFIELD COUNTY, ABOUT 750 FT. SOUTH OF A ROAD JUNCTION LEADING
 RU0222'TO A RANCH, ABOUT 450 FT. WEST FOR THE MAIN ROAD.
 RU0222
 RU0222                          STATION RECOVERY (1965)
 RU0222
 RU0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RU0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0308 ***********************************************************************
 TH0308  DESIGNATION -  J 360
 TH0308  PID         -  TH0308
 TH0308  STATE/COUNTY-  MT/VALLEY
 TH0308  USGS QUAD   -  LUSTRE (1983)
 TH0308
 TH0308                         *CURRENT SURVEY CONTROL
 TH0308  ___________________________________________________________________
 TH0308* NAD 83(1986)-  48 27 10.     (N)    105 59 56.     (W)     SCALED    
 TH0308* NAVD 88     -       889.635  (meters)    2918.74   (feet)  ADJUSTED  
 TH0308  ___________________________________________________________________
 TH0308  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TH0308  DYNAMIC HT  -         889.726 (meters)    2919.04  (feet)  COMP
 TH0308  MODELED GRAV-     980,681.8   (mgal)                       NAVD 88
 TH0308
 TH0308  VERT ORDER  -  SECOND    CLASS 0
 TH0308
 TH0308.The horizontal coordinates were scaled from a topographic map and have
 TH0308.an estimated accuracy of +/- 6 seconds.
 TH0308
 TH0308.The orthometric height was determined by differential leveling
 TH0308.and adjusted by the National Geodetic Survey in June 1991..
 TH0308
 TH0308.The geoid height was determined by GEOID03.
 TH0308
 TH0308.The dynamic height is computed by dividing the NAVD 88
 TH0308.geopotential number by the normal gravity value computed on the
 TH0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0308.degrees latitude (g = 980.6199 gals.).
 TH0308
 TH0308.The modeled gravity was interpolated from observed gravity values.
 TH0308
 TH0308;                    North         East    Units  Estimated Accuracy
 TH0308;SPC MT       -   472,810.      858,820.      MT  (+/- 180 meters Scaled)
 TH0308
 TH0308                          SUPERSEDED SURVEY CONTROL
 TH0308
 TH0308  NGVD 29 (??/??/92)  888.995  (m)         2916.64   (f) ADJ UNCH    2 0
 TH0308
 TH0308.Superseded values are not recommended for survey control.
 TH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0308.See file dsdata.txt to determine how the superseded data were derived.
 TH0308
 TH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP261671(NAD 83)
 TH0308_MARKER: DB = BENCH MARK DISK
 TH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0308_STAMPING: J 360 1948
 TH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0308+STABILITY: SURFACE MOTION
 TH0308
 TH0308  HISTORY     - Date     Condition        Report By
 TH0308  HISTORY     - 1948     MONUMENTED       CGS
 TH0308
 TH0308                          STATION DESCRIPTION
 TH0308
 TH0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0308'29.3 MI NE FROM FRAZER.
 TH0308'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0308'STATION AT FRAZER, THENCE 27.1 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0308'AT A ROAD INTERSECTION, AT THE SOUTHWEST CORNER OF SECTION 10, R. 44
 TH0308'E., T. 32 N., 88.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 TH0308'45.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.8 FEET EAST
 TH0308'OF A REFERENCE POST, 0.8 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF
 TH0308'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0296 ***********************************************************************
 SQ0296  DESIGNATION -  J 361
 SQ0296  PID         -  SQ0296
 SQ0296  STATE/COUNTY-  MT/VALLEY
 SQ0296  USGS QUAD   -  NILES COULEE (1973)
 SQ0296
 SQ0296                         *CURRENT SURVEY CONTROL
 SQ0296  ___________________________________________________________________
 SQ0296* NAD 83(1986)-  47 57 09.     (N)    107 22 18.     (W)     SCALED    
 SQ0296* NAVD 88     -       773.827  (meters)    2538.80   (feet)  ADJUSTED  
 SQ0296  ___________________________________________________________________
 SQ0296  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 SQ0296  DYNAMIC HT  -         773.873 (meters)    2538.95  (feet)  COMP
 SQ0296  MODELED GRAV-     980,645.7   (mgal)                       NAVD 88
 SQ0296
 SQ0296  VERT ORDER  -  SECOND    CLASS 0
 SQ0296
 SQ0296.The horizontal coordinates were scaled from a topographic map and have
 SQ0296.an estimated accuracy of +/- 6 seconds.
 SQ0296
 SQ0296.The orthometric height was determined by differential leveling
 SQ0296.and adjusted by the National Geodetic Survey in June 1991..
 SQ0296
 SQ0296.The geoid height was determined by GEOID03.
 SQ0296
 SQ0296.The dynamic height is computed by dividing the NAVD 88
 SQ0296.geopotential number by the normal gravity value computed on the
 SQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0296.degrees latitude (g = 980.6199 gals.).
 SQ0296
 SQ0296.The modeled gravity was interpolated from observed gravity values.
 SQ0296
 SQ0296;                    North         East    Units  Estimated Accuracy
 SQ0296;SPC MT       -   413,580.      758,880.      MT  (+/- 180 meters Scaled)
 SQ0296
 SQ0296                          SUPERSEDED SURVEY CONTROL
 SQ0296
 SQ0296  NGVD 29 (??/??/92)  773.107  (m)         2536.44   (f) ADJ UNCH    2 0
 SQ0296
 SQ0296.Superseded values are not recommended for survey control.
 SQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0296.See file dsdata.txt to determine how the superseded data were derived.
 SQ0296
 SQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP229137(NAD 83)
 SQ0296_MARKER: DB = BENCH MARK DISK
 SQ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0296_STAMPING: J 361 1948
 SQ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0296+STABILITY: SURFACE MOTION
 SQ0296
 SQ0296  HISTORY     - Date     Condition        Report By
 SQ0296  HISTORY     - 1948     MONUMENTED       CGS
 SQ0296  HISTORY     - 1973     GOOD             USGS
 SQ0296
 SQ0296                          STATION DESCRIPTION
 SQ0296
 SQ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0296'39.4 MI S FROM SACO.
 SQ0296'33.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0296'RAILWAY STATION AT SACO, THENCE 3.9 MILES SOUTH ALONG A DIM TRAIL,
 SQ0296'THENCE 2.5 MILES SOUTH ALONG THE EAST FORK OF THE TRAIL.  AT A
 SQ0296'JUNCTION WITH A TRAIL LEADING EAST, 172.0 FEET NORTHEAST OF THE CENTER
 SQ0296'OF THE JUNCTION, 101.0 FEET NORTH OF THE CENTER LINE OF THE TRAIL
 SQ0296'LEADING EAST, 1.8 FEET WEST OF A REFERENCE POST AND SET IN THE TOP OF
 SQ0296'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- 39.1 MI
 SQ0296'S ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 SQ0296'SACO, 300 FT SW OF THE ROAD.
 SQ0296
 SQ0296                          STATION RECOVERY (1973)
 SQ0296
 SQ0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0220 ***********************************************************************
 SQ0220  DESIGNATION -  J 362
 SQ0220  PID         -  SQ0220
 SQ0220  STATE/COUNTY-  MT/VALLEY
 SQ0220  USGS QUAD   -  LEWIS RESERVOIR (1978)
 SQ0220
 SQ0220                         *CURRENT SURVEY CONTROL
 SQ0220  ___________________________________________________________________
 SQ0220* NAD 83(1986)-  47 56 44.     (N)    106 43 09.     (W)     SCALED    
 SQ0220* NAVD 88     -       747.203  (meters)    2451.45   (feet)  ADJUSTED  
 SQ0220  ___________________________________________________________________
 SQ0220  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 SQ0220  DYNAMIC HT  -         747.267 (meters)    2451.66  (feet)  COMP
 SQ0220  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 SQ0220
 SQ0220  VERT ORDER  -  SECOND    CLASS 0
 SQ0220
 SQ0220.The horizontal coordinates were scaled from a topographic map and have
 SQ0220.an estimated accuracy of +/- 6 seconds.
 SQ0220
 SQ0220.The orthometric height was determined by differential leveling
 SQ0220.and adjusted by the National Geodetic Survey in June 1991..
 SQ0220
 SQ0220.The geoid height was determined by GEOID03.
 SQ0220
 SQ0220.The dynamic height is computed by dividing the NAVD 88
 SQ0220.geopotential number by the normal gravity value computed on the
 SQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0220.degrees latitude (g = 980.6199 gals.).
 SQ0220
 SQ0220.The modeled gravity was interpolated from observed gravity values.
 SQ0220
 SQ0220;                    North         East    Units  Estimated Accuracy
 SQ0220;SPC MT       -   414,330.      807,600.      MT  (+/- 180 meters Scaled)
 SQ0220
 SQ0220                          SUPERSEDED SURVEY CONTROL
 SQ0220
 SQ0220  NGVD 29 (??/??/92)  746.574  (m)         2449.38   (f) ADJ UNCH    2 0
 SQ0220
 SQ0220.Superseded values are not recommended for survey control.
 SQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0220.See file dsdata.txt to determine how the superseded data were derived.
 SQ0220
 SQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP716116(NAD 83)
 SQ0220_MARKER: DB = BENCH MARK DISK
 SQ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0220_STAMPING: J 362 1948
 SQ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0220+STABILITY: SURFACE MOTION
 SQ0220
 SQ0220  HISTORY     - Date     Condition        Report By
 SQ0220  HISTORY     - 1948     MONUMENTED       CGS
 SQ0220
 SQ0220                          STATION DESCRIPTION
 SQ0220
 SQ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0220'23.6 MI S FROM GLASGOW.
 SQ0220'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0220'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0220'ROAD, THENCE 6.6 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.5
 SQ0220'MILES SOUTH ALONG THE PINES ROAD.  89.0 FEET WEST OF AND 8.0 FEET
 SQ0220'HIGHER THAN THE CENTER LINE OF THE ROAD, 40.0 FEET SOUTH OF THE CREST
 SQ0220'OF A RISE AT THE SOUTH RIM OF A CANYON LEADING WEST, 2.3 FEET
 SQ0220'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 SQ0220'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0252 ***********************************************************************
 SQ0252  DESIGNATION -  J 363
 SQ0252  PID         -  SQ0252
 SQ0252  STATE/COUNTY-  MT/VALLEY
 SQ0252  USGS QUAD   -  MURRAY HILL (1973)
 SQ0252
 SQ0252                         *CURRENT SURVEY CONTROL
 SQ0252  ___________________________________________________________________
 SQ0252* NAD 83(1986)-  47 50 12.     (N)    107 05 23.     (W)     SCALED    
 SQ0252* NAVD 88     -       767.971  (meters)    2519.58   (feet)  ADJUSTED  
 SQ0252  ___________________________________________________________________
 SQ0252  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 SQ0252  DYNAMIC HT  -         768.017 (meters)    2519.74  (feet)  COMP
 SQ0252  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 SQ0252
 SQ0252  VERT ORDER  -  SECOND    CLASS 0
 SQ0252
 SQ0252.The horizontal coordinates were scaled from a topographic map and have
 SQ0252.an estimated accuracy of +/- 6 seconds.
 SQ0252
 SQ0252.The orthometric height was determined by differential leveling
 SQ0252.and adjusted by the National Geodetic Survey in June 1991..
 SQ0252
 SQ0252.The geoid height was determined by GEOID03.
 SQ0252
 SQ0252.The dynamic height is computed by dividing the NAVD 88
 SQ0252.geopotential number by the normal gravity value computed on the
 SQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0252.degrees latitude (g = 980.6199 gals.).
 SQ0252
 SQ0252.The modeled gravity was interpolated from observed gravity values.
 SQ0252
 SQ0252;                    North         East    Units  Estimated Accuracy
 SQ0252;SPC MT       -   401,320.      780,320.      MT  (+/- 180 meters Scaled)
 SQ0252
 SQ0252                          SUPERSEDED SURVEY CONTROL
 SQ0252
 SQ0252  NGVD 29 (??/??/92)  767.292  (m)         2517.36   (f) ADJ UNCH    2 0
 SQ0252
 SQ0252.Superseded values are not recommended for survey control.
 SQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0252.See file dsdata.txt to determine how the superseded data were derived.
 SQ0252
 SQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP436002(NAD 83)
 SQ0252_MARKER: DB = BENCH MARK DISK
 SQ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0252_STAMPING: J 363 1948
 SQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0252+STABILITY: SURFACE MOTION
 SQ0252
 SQ0252  HISTORY     - Date     Condition        Report By
 SQ0252  HISTORY     - 1948     MONUMENTED       CGS
 SQ0252  HISTORY     - 1973     GOOD             USGS
 SQ0252
 SQ0252                          STATION DESCRIPTION
 SQ0252
 SQ0252'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SQ0252'40.3 MI S FROM GLASGOW.
 SQ0252'9.4 MI. SE. ALONG STATE HWY. 24 FROM THE BURLINGTON NORTHERN RAILWAY
 SQ0252'STATION IN GLASGOW, THENCE 3.1 MI. S ALONG GRADED RD. , THENCE 27.8
 SQ0252'MI. SW. ALONG GRADED RD. TOWARDS BURKES RANCH.  0.1 MI. NE. OF A CURVE
 SQ0252'AND 64 FT. SE. OF CENTERLINE OF THE ROAD, A STANDARD USC AND GS TABLET
 SQ0252'SET IN A CONCRETE POST PROJECTING 0.3 FT. AND STAMPED J 363 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0015 ***********************************************************************
 TJ0015  DESIGNATION -  J 364
 TJ0015  PID         -  TJ0015
 TJ0015  STATE/COUNTY-  MT/VALLEY
 TJ0015  USGS QUAD   -  OPHEIM (1973)
 TJ0015
 TJ0015                         *CURRENT SURVEY CONTROL
 TJ0015  ___________________________________________________________________
 TJ0015* NAD 83(1986)-  48 52 15.     (N)    106 28 45.     (W)     SCALED    
 TJ0015* NAVD 88     -      1002.338  (meters)    3288.50   (feet)  ADJUSTED  
 TJ0015  ___________________________________________________________________
 TJ0015  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TJ0015  DYNAMIC HT  -        1002.452 (meters)    3288.88  (feet)  COMP
 TJ0015  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 TJ0015
 TJ0015  VERT ORDER  -  SECOND    CLASS 0
 TJ0015
 TJ0015.The horizontal coordinates were scaled from a topographic map and have
 TJ0015.an estimated accuracy of +/- 6 seconds.
 TJ0015
 TJ0015.The orthometric height was determined by differential leveling
 TJ0015.and adjusted by the National Geodetic Survey in June 1991..
 TJ0015
 TJ0015.The geoid height was determined by GEOID03.
 TJ0015
 TJ0015.The dynamic height is computed by dividing the NAVD 88
 TJ0015.geopotential number by the normal gravity value computed on the
 TJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0015.degrees latitude (g = 980.6199 gals.).
 TJ0015
 TJ0015.The modeled gravity was interpolated from observed gravity values.
 TJ0015
 TJ0015;                    North         East    Units  Estimated Accuracy
 TJ0015;SPC MT       -   517,780.      821,540.      MT  (+/- 180 meters Scaled)
 TJ0015
 TJ0015                          SUPERSEDED SURVEY CONTROL
 TJ0015
 TJ0015  NGVD 29 (??/??/92) 1001.632  (m)         3286.19   (f) ADJ UNCH    2 0
 TJ0015
 TJ0015.Superseded values are not recommended for survey control.
 TJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0015.See file dsdata.txt to determine how the superseded data were derived.
 TJ0015
 TJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ915141(NAD 83)
 TJ0015_MARKER: DB = BENCH MARK DISK
 TJ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0015_STAMPING: J 364 1948
 TJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0015+STABILITY: SURFACE MOTION
 TJ0015
 TJ0015  HISTORY     - Date     Condition        Report By
 TJ0015  HISTORY     - 1948     MONUMENTED       CGS
 TJ0015  HISTORY     - 1953     GOOD             DOD
 TJ0015  HISTORY     - 1970     GOOD             USGS
 TJ0015
 TJ0015                          STATION DESCRIPTION
 TJ0015
 TJ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0015'4.2 MI NW FROM OPHEIM.
 TJ0015'3.2 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TJ0015'STATION AT OPHEIM, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 TJ0015'30.0 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD LEADING SOUTH
 TJ0015'FROM THE CURVE, 35.0 FEET SOUTH OF THE CENTER LINE OF A TRAL LEADING
 TJ0015'EAST, 17.6 FEET SOUTH OF A FENCE CORNER.  1.8 FEET SOUTH OF A
 TJ0015'REFERENCE POST, 1.3 FEET WEST OF A FENCE AND SET IN THE TOP OF A
 TJ0015'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0015
 TJ0015                          STATION RECOVERY (1953)
 TJ0015
 TJ0015'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 TJ0015'RECOVERED IN GOOD CONDITION.
 TJ0015
 TJ0015                          STATION RECOVERY (1970)
 TJ0015
 TJ0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TJ0015'MARK WAS FOUND IN CONCRETE POST, IN S.E. COR OF RD. INTERSECTION ,ON
 TJ0015'SECT LINE OF 16 & 15 , R 40 E T 36 N , MARKED BY WOODEN WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0261 ***********************************************************************
 TJ0261  DESIGNATION -  J 365
 TJ0261  PID         -  TJ0261
 TJ0261  STATE/COUNTY-  MT/VALLEY
 TJ0261  USGS QUAD   -  THOENY (1984)
 TJ0261
 TJ0261                         *CURRENT SURVEY CONTROL
 TJ0261  ___________________________________________________________________
 TJ0261* NAD 83(1986)-  48 54 45.     (N)    106 57 11.     (W)     SCALED    
 TJ0261* NAVD 88     -       802.223  (meters)    2631.96   (feet)  ADJUSTED  
 TJ0261  ___________________________________________________________________
 TJ0261  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TJ0261  DYNAMIC HT  -         802.346 (meters)    2632.36  (feet)  COMP
 TJ0261  MODELED GRAV-     980,737.1   (mgal)                       NAVD 88
 TJ0261
 TJ0261  VERT ORDER  -  SECOND    CLASS 0
 TJ0261
 TJ0261.The horizontal coordinates were scaled from a topographic map and have
 TJ0261.an estimated accuracy of +/- 6 seconds.
 TJ0261
 TJ0261.The orthometric height was determined by differential leveling
 TJ0261.and adjusted by the National Geodetic Survey in June 1991..
 TJ0261
 TJ0261.The geoid height was determined by GEOID03.
 TJ0261
 TJ0261.The dynamic height is computed by dividing the NAVD 88
 TJ0261.geopotential number by the normal gravity value computed on the
 TJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0261.degrees latitude (g = 980.6199 gals.).
 TJ0261
 TJ0261.The modeled gravity was interpolated from observed gravity values.
 TJ0261
 TJ0261;                    North         East    Units  Estimated Accuracy
 TJ0261;SPC MT       -   521,170.      786,650.      MT  (+/- 180 meters Scaled)
 TJ0261
 TJ0261                          SUPERSEDED SURVEY CONTROL
 TJ0261
 TJ0261  NGVD 29 (??/??/92)  801.545  (m)         2629.74   (f) ADJ UNCH    2 0
 TJ0261
 TJ0261.Superseded values are not recommended for survey control.
 TJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0261.See file dsdata.txt to determine how the superseded data were derived.
 TJ0261
 TJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ569195(NAD 83)
 TJ0261_MARKER: DB = BENCH MARK DISK
 TJ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0261_STAMPING: J 365 1948
 TJ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0261+STABILITY: SURFACE MOTION
 TJ0261
 TJ0261  HISTORY     - Date     Condition        Report By
 TJ0261  HISTORY     - 1948     MONUMENTED       CGS
 TJ0261  HISTORY     - 1976     GOOD             USGS
 TJ0261
 TJ0261                          STATION DESCRIPTION
 TJ0261
 TJ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0261'3.7 MI WNW FROM THOENY.
 TJ0261'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT THOENY,
 TJ0261'THENCE 2.4 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.2 MILES WEST
 TJ0261'ALONG A TRAIL, 0.5 MILE EAST OF A LARGE STOCK POND, 43.0 FEET NORTH OF
 TJ0261'THE CENTER LINE OF THE TRAIL AT A POINT WHERE IT PASSES OVER THE CREST
 TJ0261'OF A RISE, 2.4 FEET WEST OF A REFERENCE POST, 1.5 FEET SOUTH OF A
 TJ0261'FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 TJ0261'THE GROUND.
 TJ0261
 TJ0261                          STATION RECOVERY (1976)
 TJ0261
 TJ0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0261'FROM THE POST OFFICE IN OPHEIM GO SOUTH 0.1 MI., THENCE WEST ON
 TJ0261'COUNTY ROAD 26.3 MI. TO COUNTY ROAD JUNCT. JUST NORTHEAST OF
 TJ0261'HILLCREST CEM. AT THOENY, THENCE NORTH ON COUNTY ROAD 2.2 MI. TO Y
 TJ0261'JUNCT., CONTINUE LEFT ON MAIN TRAVELED ROAD 0.3 MI. TO CATTLE GUARD
 TJ0261'IN E/W FENCE, THENCE WEST ALONG FENCE 1.25 MI. TO BM IN FENCE AND A
 TJ0261'SMALL RISE 205 FT. EAST OF A DRAIN. A STANDARD TABLET SET IN A
 TJ0261'CONCRETE POST PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0105 ***********************************************************************
 TL0105  DESIGNATION -  J 366 RESET
 TL0105  PID         -  TL0105
 TL0105  STATE/COUNTY-  MT/CHOUTEAU
 TL0105  USGS QUAD   -  IHMSEN WELL (1969)
 TL0105
 TL0105                         *CURRENT SURVEY CONTROL
 TL0105  ___________________________________________________________________
 TL0105* NAD 83(1986)-  48 10 36.     (N)    110 10 35.     (W)     SCALED    
 TL0105* NAVD 88     -       873.17   (meters)    2864.7    (feet)  RESET     
 TL0105  ___________________________________________________________________
 TL0105  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 TL0105
 TL0105  VERT ORDER  -  THIRD
 TL0105
 TL0105.The horizontal coordinates were scaled from a topographic map and have
 TL0105.an estimated accuracy of +/- 6 seconds.
 TL0105
 TL0105.The orthometric height was computed from unverified reset data.
 TL0105
 TL0105.The geoid height was determined by GEOID03.
 TL0105
 TL0105;                    North         East    Units  Estimated Accuracy
 TL0105;SPC MT       -   436,550.      549,720.      MT  (+/- 180 meters Scaled)
 TL0105
 TL0105                          SUPERSEDED SURVEY CONTROL
 TL0105
 TL0105.No superseded survey control is available for this station.
 TL0105
 TL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU612362(NAD 83)
 TL0105_MARKER: DB = BENCH MARK DISK
 TL0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0105_STAMPING: J 366 RESET 1959 RESET 1960
 TL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0105+STABILITY: SURFACE MOTION
 TL0105
 TL0105  HISTORY     - Date     Condition        Report By
 TL0105  HISTORY     - 1960     MONUMENTED       MTSHC
 TL0105
 TL0105                          STATION DESCRIPTION
 TL0105
 TL0105'DESCRIBED BY MONTANA STATE HIGHWAY COMMISSION 1960
 TL0105'3 MI W FROM BIG SANDY.
 TL0105'THIS MARK IS LOCATED 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 87 FROM THE
 TL0105'NORTHERN MONTANA STATE BANK AT BIG SANDY, THENCE 2.7 MILES WEST ALONG
 TL0105'A GRADED DIRT ROAD (KENILWORTH ROAD), 58 FEET RIGHT OF THE CENTERLINE
 TL0105'STATION 145+49, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0061 ***********************************************************************
 TL0061  DESIGNATION -  J 367
 TL0061  PID         -  TL0061
 TL0061  STATE/COUNTY-  MT/HILL
 TL0061  USGS QUAD   -  BOX ELDER (1969)
 TL0061
 TL0061                         *CURRENT SURVEY CONTROL
 TL0061  ___________________________________________________________________
 TL0061* NAD 83(1986)-  48 19 14.     (N)    110 05 02.     (W)     SCALED    
 TL0061* NAVD 88     -       817.720  (meters)    2682.80   (feet)  ADJUSTED  
 TL0061  ___________________________________________________________________
 TL0061  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 TL0061  DYNAMIC HT  -         817.774 (meters)    2682.98  (feet)  COMP
 TL0061  MODELED GRAV-     980,650.2   (mgal)                       NAVD 88
 TL0061
 TL0061  VERT ORDER  -  SECOND    CLASS 0
 TL0061
 TL0061.The horizontal coordinates were scaled from a topographic map and have
 TL0061.an estimated accuracy of +/- 6 seconds.
 TL0061
 TL0061.The orthometric height was determined by differential leveling
 TL0061.and adjusted by the National Geodetic Survey in June 1991..
 TL0061
 TL0061.The geoid height was determined by GEOID03.
 TL0061
 TL0061.The dynamic height is computed by dividing the NAVD 88
 TL0061.geopotential number by the normal gravity value computed on the
 TL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0061.degrees latitude (g = 980.6199 gals.).
 TL0061
 TL0061.The modeled gravity was interpolated from observed gravity values.
 TL0061
 TL0061;                    North         East    Units  Estimated Accuracy
 TL0061;SPC MT       -   452,490.      556,710.      MT  (+/- 180 meters Scaled)
 TL0061
 TL0061                          SUPERSEDED SURVEY CONTROL
 TL0061
 TL0061  NGVD 29 (??/??/92)  816.863  (m)         2679.99   (f) ADJ UNCH    2 0
 TL0061
 TL0061.Superseded values are not recommended for survey control.
 TL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0061.See file dsdata.txt to determine how the superseded data were derived.
 TL0061
 TL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU679523(NAD 83)
 TL0061_MARKER: DB = BENCH MARK DISK
 TL0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0061_STAMPING: J 367 1948
 TL0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0061+STABILITY: SURFACE MOTION
 TL0061
 TL0061  HISTORY     - Date     Condition        Report By
 TL0061  HISTORY     - 1948     MONUMENTED       CGS
 TL0061
 TL0061                          STATION DESCRIPTION
 TL0061
 TL0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0061'3.3 MI W FROM BOX ELDER.
 TL0061'3.3 MILES WEST ALONG A GRAVELED ROAD FROM THE BEAR PAW HOTEL AT BOX
 TL0061'ELDER, AT THE SOUTHWEST CORNER OF SECTION 29, T. 30 N., R. 13 E.,
 TL0061'187.0 FEET EAST OF A CORRUGATED IRON CULVERT AT THE BASE OF A FILL
 TL0061'ACROSS A COULEE, 41.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9.7
 TL0061'FEET NORTH OF A FENCE, 1.0 FOOT EAST OF A REFERENCE POST AND SET IN
 TL0061'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0158 ***********************************************************************
 TL0158  DESIGNATION -  J 368
 TL0158  PID         -  TL0158
 TL0158  STATE/COUNTY-  MT/CHOUTEAU
 TL0158  USGS QUAD   -  ROCKY COULEE SE (1970)
 TL0158
 TL0158                         *CURRENT SURVEY CONTROL
 TL0158  ___________________________________________________________________
 TL0158* NAD 83(1986)-  48 18 23.     (N)    110 33 39.     (W)     SCALED    
 TL0158* NAVD 88     -       877.441  (meters)    2878.74   (feet)  ADJUSTED  
 TL0158  ___________________________________________________________________
 TL0158  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 TL0158  DYNAMIC HT  -         877.504 (meters)    2878.94  (feet)  COMP
 TL0158  MODELED GRAV-     980,653.6   (mgal)                       NAVD 88
 TL0158
 TL0158  VERT ORDER  -  SECOND    CLASS 0
 TL0158
 TL0158.The horizontal coordinates were scaled from a topographic map and have
 TL0158.an estimated accuracy of +/- 6 seconds.
 TL0158
 TL0158.The orthometric height was determined by differential leveling
 TL0158.and adjusted by the National Geodetic Survey in June 1991..
 TL0158
 TL0158.The geoid height was determined by GEOID03.
 TL0158
 TL0158.The dynamic height is computed by dividing the NAVD 88
 TL0158.geopotential number by the normal gravity value computed on the
 TL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0158.degrees latitude (g = 980.6199 gals.).
 TL0158
 TL0158.The modeled gravity was interpolated from observed gravity values.
 TL0158
 TL0158;                    North         East    Units  Estimated Accuracy
 TL0158;SPC MT       -   451,280.      521,340.      MT  (+/- 180 meters Scaled)
 TL0158
 TL0158                          SUPERSEDED SURVEY CONTROL
 TL0158
 TL0158  NGVD 29 (??/??/92)  876.569  (m)         2875.88   (f) ADJ UNCH    2 0
 TL0158
 TL0158.Superseded values are not recommended for survey control.
 TL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0158.See file dsdata.txt to determine how the superseded data were derived.
 TL0158
 TL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU325504(NAD 83)
 TL0158_MARKER: DD = SURVEY DISK
 TL0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0158_STAMPING: J 368 1948
 TL0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0158+STABILITY: SURFACE MOTION
 TL0158
 TL0158  HISTORY     - Date     Condition        Report By
 TL0158  HISTORY     - 1948     MONUMENTED       BOR
 TL0158  HISTORY     - 1948     GOOD             NGS
 TL0158
 TL0158                          STATION DESCRIPTION
 TL0158
 TL0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0158'20.0 MI S FROM RUDYARD.
 TL0158'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0158'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD, AT
 TL0158'A ROAD JUNCTION, AT THE NORTHEAST CORNER OF SECTION 4, T. 29 N., R. 9
 TL0158'E., 414.0 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 TL0158'NORTH, 125.0 FEET EAST OF THE SOUTHEAST CORNER OF A 20-FOOT WOODEN
 TL0158'BRIDGE, 69.0 FEET WEST OF THE CENTER LINE OF A TRAIL LEADING SOUTH,
 TL0158'55.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 3.5 FEET EAST
 TL0158'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TL0158'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0122 ***********************************************************************
 SQ0122  DESIGNATION -  J 37
 SQ0122  PID         -  SQ0122
 SQ0122  STATE/COUNTY-  MT/GARFIELD
 SQ0122  USGS QUAD   -  JORDAN (1964)
 SQ0122
 SQ0122                         *CURRENT SURVEY CONTROL
 SQ0122  ___________________________________________________________________
 SQ0122* NAD 83(1986)-  47 19 41.     (N)    106 58 01.     (W)     SCALED    
 SQ0122* NAVD 88     -       804.511  (meters)    2639.47   (feet)  ADJUSTED  
 SQ0122  ___________________________________________________________________
 SQ0122  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 SQ0122  DYNAMIC HT  -         804.524 (meters)    2639.51  (feet)  COMP
 SQ0122  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 SQ0122
 SQ0122  VERT ORDER  -  FIRST     CLASS II
 SQ0122
 SQ0122.The horizontal coordinates were scaled from a topographic map and have
 SQ0122.an estimated accuracy of +/- 6 seconds.
 SQ0122
 SQ0122.The orthometric height was determined by differential leveling
 SQ0122.and adjusted by the National Geodetic Survey in June 1991..
 SQ0122
 SQ0122.The geoid height was determined by GEOID03.
 SQ0122
 SQ0122.The dynamic height is computed by dividing the NAVD 88
 SQ0122.geopotential number by the normal gravity value computed on the
 SQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0122.degrees latitude (g = 980.6199 gals.).
 SQ0122
 SQ0122.The modeled gravity was interpolated from observed gravity values.
 SQ0122
 SQ0122;                    North         East    Units  Estimated Accuracy
 SQ0122;SPC MT       -   345,120.      791,330.      MT  (+/- 180 meters Scaled)
 SQ0122
 SQ0122                          SUPERSEDED SURVEY CONTROL
 SQ0122
 SQ0122  NGVD 29 (??/??/92)  803.829  (m)         2637.23   (f) ADJ UNCH    1 2
 SQ0122
 SQ0122.Superseded values are not recommended for survey control.
 SQ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0122.See file dsdata.txt to determine how the superseded data were derived.
 SQ0122
 SQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN513434(NAD 83)
 SQ0122_MARKER: DB = BENCH MARK DISK
 SQ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0122_STAMPING: 2637.229 J 37 1931
 SQ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0122+STABILITY: SURFACE MOTION
 SQ0122
 SQ0122  HISTORY     - Date     Condition        Report By
 SQ0122  HISTORY     - 1931     MONUMENTED       CGS
 SQ0122  HISTORY     - 1934     GOOD             NGS
 SQ0122  HISTORY     - 1964     GOOD             USGS
 SQ0122
 SQ0122                          STATION DESCRIPTION
 SQ0122
 SQ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SQ0122'2.9 MI W FROM JORDAN.
 SQ0122'2.9 MILES WEST ALONG THE JORDAN-BRUSETT ROAD FROM JORDAN, GARFIELD
 SQ0122'COUNTY, 80 FEET EAST OF A COULEE, AND 50 FEET SOUTH OF THE ROAD.  A
 SQ0122'STANDARD DISK, STAMPED 2637.229 J 37 1931 AND SET IN THE TOP OF A
 SQ0122'CONCRETE POST.  NOTE-- 270 FT E OF A COULEE.
 SQ0122
 SQ0122                          STATION RECOVERY (1964)
 SQ0122
 SQ0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SQ0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0194 ***********************************************************************
 TL0194  DESIGNATION -  J 370
 TL0194  PID         -  TL0194
 TL0194  STATE/COUNTY-  MT/HILL
 TL0194  USGS QUAD   -  RUDYARD (1972)
 TL0194
 TL0194                         *CURRENT SURVEY CONTROL
 TL0194  ___________________________________________________________________
 TL0194* NAD 83(1986)-  48 33 27.     (N)    110 34 56.     (W)     SCALED    
 TL0194* NAVD 88     -       961.543  (meters)    3154.66   (feet)  ADJUSTED  
 TL0194  ___________________________________________________________________
 TL0194  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 TL0194  DYNAMIC HT  -         961.618 (meters)    3154.91  (feet)  COMP
 TL0194  MODELED GRAV-     980,655.2   (mgal)                       NAVD 88
 TL0194
 TL0194  VERT ORDER  -  FIRST     CLASS II
 TL0194
 TL0194.The horizontal coordinates were scaled from a topographic map and have
 TL0194.an estimated accuracy of +/- 6 seconds.
 TL0194
 TL0194.The orthometric height was determined by differential leveling
 TL0194.and adjusted by the National Geodetic Survey in June 1991..
 TL0194
 TL0194.The geoid height was determined by GEOID03.
 TL0194
 TL0194.The dynamic height is computed by dividing the NAVD 88
 TL0194.geopotential number by the normal gravity value computed on the
 TL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0194.degrees latitude (g = 980.6199 gals.).
 TL0194
 TL0194.The modeled gravity was interpolated from observed gravity values.
 TL0194
 TL0194;                    North         East    Units  Estimated Accuracy
 TL0194;SPC MT       -   479,220.      520,140.      MT  (+/- 180 meters Scaled)
 TL0194
 TL0194                          SUPERSEDED SURVEY CONTROL
 TL0194
 TL0194  NGVD 29 (??/??/92)  960.584  (m)         3151.52   (f) ADJ UNCH    1 2
 TL0194
 TL0194.Superseded values are not recommended for survey control.
 TL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0194.See file dsdata.txt to determine how the superseded data were derived.
 TL0194
 TL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU308783(NAD 83)
 TL0194_MARKER: DB = BENCH MARK DISK
 TL0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0194_STAMPING: J 370 1948
 TL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0194+STABILITY: SURFACE MOTION
 TL0194
 TL0194  HISTORY     - Date     Condition        Report By
 TL0194  HISTORY     - 1948     MONUMENTED       CGS
 TL0194  HISTORY     - 1979     GOOD             NGS
 TL0194
 TL0194                          STATION DESCRIPTION
 TL0194
 TL0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0194'1.3 MI W FROM RUDYARD.
 TL0194'1.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0194'RUDYARD, HILL COUNTY, 215.8 FEET SOUTHWEST ACROSS THE TRACK FROM
 TL0194'MILEPOST 1004, NEAR A ROAD CROSSING, 205 FEET EAST OF THE CENTERLINE
 TL0194'OF THE ROAD, 95.4 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 1.8 FEET
 TL0194'NORTH OF A FENCE, AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 TL0194'STANDARD DISK, STAMPED J 370 1948 AND SET IN THE TOP OF A CONCRETE
 TL0194'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 TL0194
 TL0194                          STATION RECOVERY (1979)
 TL0194
 TL0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0194'ADD=31 FEET SOUTH OF THE CENTER OF A TRACK ROAD PARALLELING THE
 TL0194'TRACKS.
 TL0194'THE MARK IS 2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0212 ***********************************************************************
 TL0212  DESIGNATION -  J 371
 TL0212  PID         -  TL0212
 TL0212  STATE/COUNTY-  MT/LIBERTY
 TL0212  USGS QUAD   -  CHESTER (1963)
 TL0212
 TL0212                         *CURRENT SURVEY CONTROL
 TL0212  ___________________________________________________________________
 TL0212* NAD 83(1986)-  48 31 24.     (N)    110 53 55.     (W)     SCALED    
 TL0212* NAVD 88     -       991.304  (meters)    3252.30   (feet)  ADJUSTED  
 TL0212  ___________________________________________________________________
 TL0212  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 TL0212  DYNAMIC HT  -         991.383 (meters)    3252.56  (feet)  COMP
 TL0212  MODELED GRAV-     980,656.4   (mgal)                       NAVD 88
 TL0212
 TL0212  VERT ORDER  -  FIRST     CLASS II
 TL0212
 TL0212.The horizontal coordinates were scaled from a topographic map and have
 TL0212.an estimated accuracy of +/- 6 seconds.
 TL0212
 TL0212.The orthometric height was determined by differential leveling
 TL0212.and adjusted by the National Geodetic Survey in June 1991..
 TL0212.WARNING-Repeat measurements at this control monument indicate possible
 TL0212.vertical movement.
 TL0212
 TL0212.The geoid height was determined by GEOID03.
 TL0212
 TL0212.The dynamic height is computed by dividing the NAVD 88
 TL0212.geopotential number by the normal gravity value computed on the
 TL0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0212.degrees latitude (g = 980.6199 gals.).
 TL0212
 TL0212.The modeled gravity was interpolated from observed gravity values.
 TL0212
 TL0212;                    North         East    Units  Estimated Accuracy
 TL0212;SPC MT       -   475,790.      496,720.      MT  (+/- 180 meters Scaled)
 TL0212
 TL0212                          SUPERSEDED SURVEY CONTROL
 TL0212
 TL0212  NGVD 29 (??/??/92)  990.398  (m)         3249.33   (f) ADJ UNCH    1 2
 TL0212
 TL0212.Superseded values are not recommended for survey control.
 TL0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0212.See file dsdata.txt to determine how the superseded data were derived.
 TL0212
 TL0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU074744(NAD 83)
 TL0212_MARKER: DB = BENCH MARK DISK
 TL0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0212_STAMPING: J 371 1948
 TL0212_PROJECTION: RECESSED 8 CENTIMETERS
 TL0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0212+STABILITY: SURFACE MOTION
 TL0212
 TL0212  HISTORY     - Date     Condition        Report By
 TL0212  HISTORY     - 1948     MONUMENTED       CGS
 TL0212  HISTORY     - 1979     GOOD             NGS
 TL0212
 TL0212                          STATION DESCRIPTION
 TL0212
 TL0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0212'3.0 MI E FROM CHESTER.
 TL0212'3.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0212'CHESTER, LIBERTY COUNTY, 5 POLES NORTHEAST OF MILEPOST 1020, 160 YARDS
 TL0212'(PACED) SOUTHWEST OF CONCRETE-TILE CULVERT 1019/79, 96.4 FEET
 TL0212'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 2 FEET NORTHEAST OF A
 TL0212'WHITE WOODEN WITNESS POST, 1.9 FEET SOUTHEAST OF A FENCE, AND 7 FEET
 TL0212'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED J 371 1948 AND SET IN
 TL0212'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 TL0212
 TL0212                          STATION RECOVERY (1979)
 TL0212
 TL0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0212'3.3 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TL0212'CHESTER, 0.15 MILE EAST OF RAILROAD MILE POST NUMBER 1020, 96.4
 TL0212'FEET NORTHWEST OF THE NORTHWEST RAIL, 34 FEET NORTH OF UTILITY
 TL0212'POLE NUMBER A 83 AND 1.9 FEET SOUTHEAST OF A WIRE FENCE.
 TL0212'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TL0212'THE MARK IS 7 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0256 ***********************************************************************
 RY0256  DESIGNATION -  J 372
 RY0256  PID         -  RY0256
 RY0256  STATE/COUNTY-  MT/MISSOULA
 RY0256  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0256
 RY0256                         *CURRENT SURVEY CONTROL
 RY0256  ___________________________________________________________________
 RY0256* NAD 83(1986)-  46 40 07.     (N)    114 34 36.     (W)     SCALED    
 RY0256* NAVD 88     -      1404.037  (meters)    4606.41   (feet)  ADJUSTED  
 RY0256  ___________________________________________________________________
 RY0256  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 RY0256  DYNAMIC HT  -        1403.680 (meters)    4605.24  (feet)  COMP
 RY0256  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 RY0256
 RY0256  VERT ORDER  -  FIRST     CLASS II
 RY0256
 RY0256.The horizontal coordinates were scaled from a topographic map and have
 RY0256.an estimated accuracy of +/- 6 seconds.
 RY0256
 RY0256.The orthometric height was determined by differential leveling
 RY0256.and adjusted by the National Geodetic Survey in June 1991..
 RY0256
 RY0256.The geoid height was determined by GEOID03.
 RY0256
 RY0256.The dynamic height is computed by dividing the NAVD 88
 RY0256.geopotential number by the normal gravity value computed on the
 RY0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0256.degrees latitude (g = 980.6199 gals.).
 RY0256
 RY0256.The modeled gravity was interpolated from observed gravity values.
 RY0256
 RY0256;                    North         East    Units  Estimated Accuracy
 RY0256;SPC MT       -   281,340.      212,010.      MT  (+/- 180 meters Scaled)
 RY0256
 RY0256                          SUPERSEDED SURVEY CONTROL
 RY0256
 RY0256  NGVD 29 (??/??/92) 1402.827  (m)         4602.44   (f) ADJ UNCH    1 2
 RY0256
 RY0256.Superseded values are not recommended for survey control.
 RY0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0256.See file dsdata.txt to determine how the superseded data were derived.
 RY0256
 RY0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM853711(NAD 83)
 RY0256_MARKER: DB = BENCH MARK DISK
 RY0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0256_STAMPING: J 372 1950
 RY0256_MARK LOGO: CGS   
 RY0256_PROJECTION: PROJECTING 15 CENTIMETERS
 RY0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0256+STABILITY: SURFACE MOTION
 RY0256
 RY0256  HISTORY     - Date     Condition        Report By
 RY0256  HISTORY     - 1950     MONUMENTED       CGS
 RY0256  HISTORY     - 1964     GOOD             USGS
 RY0256  HISTORY     - 1980     GOOD             NGS
 RY0256
 RY0256                          STATION DESCRIPTION
 RY0256
 RY0256'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0256'4.9 MI S FROM LOLO HOT SPRINGS.
 RY0256'4.9 MILES SOUTH ALONG THE LEWIS AND CLARK HIGHWAY FROM A GAS STATION
 RY0256'AT LOLO HOT SPRINGS, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RY0256'7.5 FEET NORTHWEST OF A TRIANGLE BLAZED 8 INCH SPRUCE TREE, 4.7 FEET
 RY0256'SOUTH OF A WITNESS POST, 1 FOOT HIGHER THAN THE HIGHWAY, CONCRETE POST
 RY0256'PROJECTS 0.6 FOOT ABOVE GROUND.
 RY0256
 RY0256                          STATION RECOVERY (1980)
 RY0256
 RY0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0256'7.9 KILOMETERS (4.95 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0256'OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.7 KILOMETER
 RY0256'(0.45 MILE) NORTH OF HIGHWAY MILEPOST 2, 0.3 KILOMETER (0.2 MILE)
 RY0256'SOUTHWEST OF THE SOUTHWEST END OF A HIGHWAY CURVE NORTH, 14.6 METERS
 RY0256'(48.0 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 64.4
 RY0256'METERS (211 FEET) SOUTH-SOUTHWEST OF THE WEST END OF A 24-INCH
 RY0256'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 25.9 METERS (85.0
 RY0256'FEET) SOUTHEAST OF A 54-INCH DIAMETER WESTERN LARCH TREE, 18.5 METERS
 RY0256'(60.7 FEET) SOUTH OF WOODEN HIGHWAY SURVEY MARKER NUMBER 230.
 RY0256'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 RY0256'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0258 ***********************************************************************
 SU0258  DESIGNATION -  J 373
 SU0258  PID         -  SU0258
 SU0258  STATE/COUNTY-  MT/SANDERS
 SU0258  USGS QUAD   -  PERMA (1984)
 SU0258
 SU0258                         *CURRENT SURVEY CONTROL
 SU0258  ___________________________________________________________________
 SU0258* NAD 83(1986)-  47 20 53.     (N)    114 32 01.     (W)     SCALED    
 SU0258* NAVD 88     -       762.799  (meters)    2502.62   (feet)  ADJUSTED  
 SU0258  ___________________________________________________________________
 SU0258  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 SU0258  DYNAMIC HT  -         762.757 (meters)    2502.48  (feet)  COMP
 SU0258  MODELED GRAV-     980,533.7   (mgal)                       NAVD 88
 SU0258
 SU0258  VERT ORDER  -  SECOND    CLASS 0
 SU0258
 SU0258.The horizontal coordinates were scaled from a topographic map and have
 SU0258.an estimated accuracy of +/- 6 seconds.
 SU0258
 SU0258.The orthometric height was determined by differential leveling
 SU0258.and adjusted by the National Geodetic Survey in June 1991..
 SU0258
 SU0258.The geoid height was determined by GEOID03.
 SU0258
 SU0258.The dynamic height is computed by dividing the NAVD 88
 SU0258.geopotential number by the normal gravity value computed on the
 SU0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0258.degrees latitude (g = 980.6199 gals.).
 SU0258
 SU0258.The modeled gravity was interpolated from observed gravity values.
 SU0258
 SU0258;                    North         East    Units  Estimated Accuracy
 SU0258;SPC MT       -   356,460.      220,140.      MT  (+/- 180 meters Scaled)
 SU0258
 SU0258                          SUPERSEDED SURVEY CONTROL
 SU0258
 SU0258  NGVD 29 (??/??/92)  761.708  (m)         2499.04   (f) ADJ UNCH    2 0
 SU0258
 SU0258.Superseded values are not recommended for survey control.
 SU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0258.See file dsdata.txt to determine how the superseded data were derived.
 SU0258
 SU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN862467(NAD 83)
 SU0258_MARKER: DB = BENCH MARK DISK
 SU0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0258_STAMPING: J 373 1950
 SU0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0258+STABILITY: SURFACE MOTION
 SU0258
 SU0258  HISTORY     - Date     Condition        Report By
 SU0258  HISTORY     - 1950     MONUMENTED       CGS
 SU0258
 SU0258                          STATION DESCRIPTION
 SU0258
 SU0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0258'2.8 MI SE FROM PERMA.
 SU0258'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 10A FROM THE POST OFFICE AT
 SU0258'PERMA, AT THE T JUNCTION OF A TRACK ROAD LEADING SOUTH TO AN ABANDONED
 SU0258'FARMHOUSE, 49.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 SU0258'SOUTH OF THE CENTER OF THE WEST END OF A 12-INCH CORRUGATED METAL PIPE
 SU0258'CULVERT UNDER THE TRACK ROAD, 11 1/2 FEET WEST OF THE CENTER LINE OF
 SU0258'THE ROAD, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 SU0258'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SU0258'ABOVE THE GROUND.  NOTE-- HIGHWAY 10A WAS REROUTED. 2.6 MILES
 SU0258'SOUTHEAST ALONG U.S. HIGHWAY 10A FROM THE POST OFFICE AT PERMA, AT THE
 SU0258'JUNCTION OF THE NEW ROAD WITH SCAR OF OLD ROAD. FOLLOW OLD ROAD 940
 SU0258'FEET EAST TO JUNCTION OF TRACK ROAD LEADING SOUTH TO AN ABANDONED
 SU0258'FARMHOUSE, 335 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0122 ***********************************************************************
 SU0122  DESIGNATION -  J 374
 SU0122  PID         -  SU0122
 SU0122  STATE/COUNTY-  MT/SANDERS
 SU0122  USGS QUAD   -  SLOAN (1965)
 SU0122
 SU0122                         *CURRENT SURVEY CONTROL
 SU0122  ___________________________________________________________________
 SU0122* NAD 83(1986)-  47 28 46.     (N)    114 18 54.     (W)     SCALED    
 SU0122* NAVD 88     -       854.070  (meters)    2802.06   (feet)  ADJUSTED  
 SU0122  ___________________________________________________________________
 SU0122  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 SU0122  DYNAMIC HT  -         854.038 (meters)    2801.96  (feet)  COMP
 SU0122  MODELED GRAV-     980,546.9   (mgal)                       NAVD 88
 SU0122
 SU0122  VERT ORDER  -  SECOND    CLASS 0
 SU0122
 SU0122.The horizontal coordinates were scaled from a topographic map and have
 SU0122.an estimated accuracy of +/- 6 seconds.
 SU0122
 SU0122.The orthometric height was determined by differential leveling
 SU0122.and adjusted by the National Geodetic Survey in June 1991..
 SU0122
 SU0122.The geoid height was determined by GEOID03.
 SU0122
 SU0122.The dynamic height is computed by dividing the NAVD 88
 SU0122.geopotential number by the normal gravity value computed on the
 SU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0122.degrees latitude (g = 980.6199 gals.).
 SU0122
 SU0122.The modeled gravity was interpolated from observed gravity values.
 SU0122
 SU0122;                    North         East    Units  Estimated Accuracy
 SU0122;SPC MT       -   369,990.      237,520.      MT  (+/- 180 meters Scaled)
 SU0122
 SU0122                          SUPERSEDED SURVEY CONTROL
 SU0122
 SU0122  NGVD 29 (??/??/92)  852.997  (m)         2798.54   (f) ADJ UNCH    2 0
 SU0122
 SU0122.Superseded values are not recommended for survey control.
 SU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0122.See file dsdata.txt to determine how the superseded data were derived.
 SU0122
 SU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN022619(NAD 83)
 SU0122_MARKER: DB = BENCH MARK DISK
 SU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0122_STAMPING: J 374 1950
 SU0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0122+STABILITY: SURFACE MOTION
 SU0122
 SU0122  HISTORY     - Date     Condition        Report By
 SU0122  HISTORY     - 1950     MONUMENTED       CGS
 SU0122
 SU0122                          STATION DESCRIPTION
 SU0122
 SU0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0122'14.8 MI N FROM DIXON.
 SU0122'14.8 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON, 0.65
 SU0122'MILE SOUTH OF A CATTLE GUARD, ON THE TOP OF A SMALL HILL, ABOUT 109
 SU0122'YARDS SOUTH OF A POINT WHERE THE ROAD CROSSES A SMALL DRAW, 10 1/2
 SU0122'FEET WEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A WITNESS
 SU0122'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SU0122'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0045 ***********************************************************************
 SU0045  DESIGNATION -  J 375
 SU0045  PID         -  SU0045
 SU0045  STATE/COUNTY-  MT/LAKE
 SU0045  USGS QUAD   -  OLIVER POINT (1965)
 SU0045
 SU0045                         *CURRENT SURVEY CONTROL
 SU0045  ___________________________________________________________________
 SU0045* NAD 83(1986)-  47 36 45.     (N)    114 22 50.     (W)     SCALED    
 SU0045* NAVD 88     -       897.377  (meters)    2944.14   (feet)  ADJUSTED  
 SU0045  ___________________________________________________________________
 SU0045  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU0045  DYNAMIC HT  -         897.333 (meters)    2944.00  (feet)  COMP
 SU0045  MODELED GRAV-     980,533.5   (mgal)                       NAVD 88
 SU0045
 SU0045  VERT ORDER  -  SECOND    CLASS 0
 SU0045
 SU0045.The horizontal coordinates were scaled from a topographic map and have
 SU0045.an estimated accuracy of +/- 6 seconds.
 SU0045
 SU0045.The orthometric height was determined by differential leveling
 SU0045.and adjusted by the National Geodetic Survey in June 1991..
 SU0045
 SU0045.The geoid height was determined by GEOID03.
 SU0045
 SU0045.The dynamic height is computed by dividing the NAVD 88
 SU0045.geopotential number by the normal gravity value computed on the
 SU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0045.degrees latitude (g = 980.6199 gals.).
 SU0045
 SU0045.The modeled gravity was interpolated from observed gravity values.
 SU0045
 SU0045;                    North         East    Units  Estimated Accuracy
 SU0045;SPC MT       -   385,060.      233,510.      MT  (+/- 180 meters Scaled)
 SU0045
 SU0045                          SUPERSEDED SURVEY CONTROL
 SU0045
 SU0045  NGVD 29 (??/??/92)  896.271  (m)         2940.52   (f) ADJ UNCH    2 0
 SU0045
 SU0045.Superseded values are not recommended for survey control.
 SU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0045.See file dsdata.txt to determine how the superseded data were derived.
 SU0045
 SU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN968765(NAD 83)
 SU0045_MARKER: DB = BENCH MARK DISK
 SU0045_SETTING: 66 = SET IN ROCK OUTCROP
 SU0045_SP_SET: OUTCROP
 SU0045_STAMPING: J 375 1950
 SU0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0045+STABILITY: POSITION/ELEVATION WELL
 SU0045
 SU0045  HISTORY     - Date     Condition        Report By
 SU0045  HISTORY     - 1950     MONUMENTED       CGS
 SU0045
 SU0045                          STATION DESCRIPTION
 SU0045
 SU0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0045'15.8 MI SW FROM POLSON.
 SU0045'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0045'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 7.1 MILES
 SU0045'SOUTHWEST ALONG A TRACK ROAD, 0.25 MILE NORTHWEST OF AN ABANDONED
 SU0045'RANCHHOUSE, IN THE TOP OF AN OUTCROP, 51.5 FEET EAST OF A NORTH-SOUTH
 SU0045'FENCE LINE, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 23 1/2
 SU0045'FEET SOUTH OF AN EAST-WEST FENCE, ABOUT 2 FEET HIGHER THAN THE ROAD,
 SU0045'AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0268 ***********************************************************************
 SU0268  DESIGNATION -  J 376
 SU0268  PID         -  SU0268
 SU0268  STATE/COUNTY-  MT/SANDERS
 SU0268  USGS QUAD   -  MARKLE PASS (1964)
 SU0268
 SU0268                         *CURRENT SURVEY CONTROL
 SU0268  ___________________________________________________________________
 SU0268* NAD 83(1986)-  47 36 48.     (N)    114 37 11.     (W)     SCALED    
 SU0268* NAVD 88     -       843.067  (meters)    2765.96   (feet)  ADJUSTED  
 SU0268  ___________________________________________________________________
 SU0268  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SU0268  DYNAMIC HT  -         843.046 (meters)    2765.89  (feet)  COMP
 SU0268  MODELED GRAV-     980,559.4   (mgal)                       NAVD 88
 SU0268
 SU0268  VERT ORDER  -  SECOND    CLASS 0
 SU0268
 SU0268.The horizontal coordinates were scaled from a topographic map and have
 SU0268.an estimated accuracy of +/- 6 seconds.
 SU0268
 SU0268.The orthometric height was determined by differential leveling
 SU0268.and adjusted by the National Geodetic Survey in June 1991..
 SU0268
 SU0268.The geoid height was determined by GEOID03.
 SU0268
 SU0268.The dynamic height is computed by dividing the NAVD 88
 SU0268.geopotential number by the normal gravity value computed on the
 SU0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0268.degrees latitude (g = 980.6199 gals.).
 SU0268
 SU0268.The modeled gravity was interpolated from observed gravity values.
 SU0268
 SU0268;                    North         East    Units  Estimated Accuracy
 SU0268;SPC MT       -   386,290.      215,580.      MT  (+/- 180 meters Scaled)
 SU0268
 SU0268                          SUPERSEDED SURVEY CONTROL
 SU0268
 SU0268  NGVD 29 (??/??/92)  841.953  (m)         2762.31   (f) ADJ UNCH    2 0
 SU0268
 SU0268.Superseded values are not recommended for survey control.
 SU0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0268.See file dsdata.txt to determine how the superseded data were derived.
 SU0268
 SU0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN788760(NAD 83)
 SU0268_MARKER: DB = BENCH MARK DISK
 SU0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0268_STAMPING: J 376 1950
 SU0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0268+STABILITY: SURFACE MOTION
 SU0268
 SU0268  HISTORY     - Date     Condition        Report By
 SU0268  HISTORY     - 1950     MONUMENTED       CGS
 SU0268  HISTORY     - 1965     GOOD             USGS
 SU0268
 SU0268                          STATION DESCRIPTION
 SU0268
 SU0268'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SU0268'1.9 MI E FROM CAMAS.
 SU0268'1.9 MILES EAST ALONG THE ROAD LEADING TO RONAN FROM THE POST OFFICE AT
 SU0268'CAMAS, THENCE 0.2 MILE SOUTH ALONG A NORTH-SOUTH FENCE LINE, AT THE
 SU0268'HOT SPRINGS AIRPORT, 160 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 SU0268'RUNWAY, 3.6 FEET EAST OF A WIRE FENCE, 2.6 FEET NORTH OF A WITNESS
 SU0268'POST, ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE
 SU0268'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0626 ***********************************************************************
 SU0626  DESIGNATION -  J 377
 SU0626  PID         -  SU0626
 SU0626  STATE/COUNTY-  MT/SANDERS
 SU0626  USGS QUAD   -  THOMPSON PASS (1988)
 SU0626
 SU0626                         *CURRENT SURVEY CONTROL
 SU0626  ___________________________________________________________________
 SU0626* NAD 83(1986)-  47 31 01.     (N)    115 37 51.     (W)     SCALED    
 SU0626* NAVD 88     -      1066.125  (meters)    3497.78   (feet)  ADJUSTED  
 SU0626  ___________________________________________________________________
 SU0626  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 SU0626  DYNAMIC HT  -        1066.031 (meters)    3497.47  (feet)  COMP
 SU0626  MODELED GRAV-     980,488.1   (mgal)                       NAVD 88
 SU0626
 SU0626  VERT ORDER  -  SECOND    CLASS 0
 SU0626
 SU0626.The horizontal coordinates were scaled from a topographic map and have
 SU0626.an estimated accuracy of +/- 6 seconds.
 SU0626
 SU0626.The orthometric height was determined by differential leveling
 SU0626.and adjusted by the National Geodetic Survey in June 1991..
 SU0626
 SU0626.The geoid height was determined by GEOID03.
 SU0626
 SU0626.The dynamic height is computed by dividing the NAVD 88
 SU0626.geopotential number by the normal gravity value computed on the
 SU0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0626.degrees latitude (g = 980.6199 gals.).
 SU0626
 SU0626.The modeled gravity was interpolated from observed gravity values.
 SU0626
 SU0626;                    North         East    Units  Estimated Accuracy
 SU0626;SPC MT       -   381,070.      138,960.      MT  (+/- 180 meters Scaled)
 SU0626
 SU0626                          SUPERSEDED SURVEY CONTROL
 SU0626
 SU0626  NGVD 29 (??/??/92) 1064.918  (m)         3493.82   (f) ADJ UNCH    2 0
 SU0626
 SU0626.Superseded values are not recommended for survey control.
 SU0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0626.See file dsdata.txt to determine how the superseded data were derived.
 SU0626
 SU0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN030635(NAD 83)
 SU0626_MARKER: DB = BENCH MARK DISK
 SU0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0626_STAMPING: J 377 1952
 SU0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0626+STABILITY: SURFACE MOTION
 SU0626
 SU0626  HISTORY     - Date     Condition        Report By
 SU0626  HISTORY     - 1952     MONUMENTED       CGS
 SU0626  HISTORY     - 20040926 GOOD             USPSQD
 SU0626
 SU0626                          STATION DESCRIPTION
 SU0626
 SU0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0626'10.4 MI E FROM BURKE, IDAHO.
 SU0626'10.4 MILES EAST ALONG STATE HIGHWAY 4 FROM THE U.P. RAILROAD STATION
 SU0626'AT BURKE, AT A WOODEN BRIDGE OVER A CREEK, 0.25 MILE SOUTHWEST OF A
 SU0626'POINT WHERE THE HIGHWAY CROSSES UNDER A DOUBLE POWER LINE, ABOUT 200
 SU0626'FEET NORTH OF A SMALL CABIN AND SHED, 126.0 FEET SOUTH OF THE
 SU0626'SOUTHEAST ONE OF FOUR POWER LINE POLES, 94.0 FEET NORTHEAST OF THE
 SU0626'EAST CORNER OF THE WOODEN BRIDGE, 16.0 FEET SOUTHEAST OF THE CENTER
 SU0626'LINE OF THE HIGHWAY, ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY, 1.9 FEET
 SU0626'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SU0626'PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 SU0626
 SU0626                          STATION RECOVERY (2004)
 SU0626
 SU0626'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLM)
 SU0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0378 ***********************************************************************
 SU0378  DESIGNATION -  J 378
 SU0378  PID         -  SU0378
 SU0378  STATE/COUNTY-  MT/SANDERS
 SU0378  USGS QUAD   -  SEVEN POINT MOUNTAIN (1966)
 SU0378
 SU0378                         *CURRENT SURVEY CONTROL
 SU0378  ___________________________________________________________________
 SU0378* NAD 83(1986)-  47 51 20.     (N)    115 29 17.     (W)     SCALED    
 SU0378* NAVD 88     -       785.332  (meters)    2576.54   (feet)  ADJUSTED  
 SU0378  ___________________________________________________________________
 SU0378  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 SU0378  DYNAMIC HT  -         785.329 (meters)    2576.53  (feet)  COMP
 SU0378  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 SU0378
 SU0378  VERT ORDER  -  SECOND    CLASS 0
 SU0378
 SU0378.The horizontal coordinates were scaled from a topographic map and have
 SU0378.an estimated accuracy of +/- 6 seconds.
 SU0378
 SU0378.The orthometric height was determined by differential leveling
 SU0378.and adjusted by the National Geodetic Survey in June 1991..
 SU0378
 SU0378.The geoid height was determined by GEOID03.
 SU0378
 SU0378.The dynamic height is computed by dividing the NAVD 88
 SU0378.geopotential number by the normal gravity value computed on the
 SU0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0378.degrees latitude (g = 980.6199 gals.).
 SU0378
 SU0378.The modeled gravity was interpolated from observed gravity values.
 SU0378
 SU0378;                    North         East    Units  Estimated Accuracy
 SU0378;SPC MT       -   417,760.      152,550.      MT  (+/- 180 meters Scaled)
 SU0378
 SU0378                          SUPERSEDED SURVEY CONTROL
 SU0378
 SU0378  NGVD 29 (??/??/92)  784.141  (m)         2572.64   (f) ADJ UNCH    2 0
 SU0378
 SU0378.Superseded values are not recommended for survey control.
 SU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0378.See file dsdata.txt to determine how the superseded data were derived.
 SU0378
 SU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP130013(NAD 83)
 SU0378_MARKER: DB = BENCH MARK DISK
 SU0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0378_STAMPING: J 378 1952
 SU0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0378+STABILITY: SURFACE MOTION
 SU0378
 SU0378  HISTORY     - Date     Condition        Report By
 SU0378  HISTORY     - 1952     MONUMENTED       CGS
 SU0378
 SU0378                          STATION DESCRIPTION
 SU0378
 SU0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0378'8.2 MI NE FROM TROUT CREEK.
 SU0378'0.4 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC
 SU0378'RAILWAY STATION AT TROUT CREEK, THENCE 0.7 MILE NORTHWEST ALONG U. S.
 SU0378'HIGHWAY 10A, THENCE 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 SU0378'3.8 MILES NORTHEAST ALONG THE VERMILLION RIVER ROAD, 0.25 MILE WEST OF
 SU0378'THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, IN A SMALL CLEARING,
 SU0378'AT THE EAST END OF A CUT, 25 FEET SOUTH OF THE CENTER LINE OF THE
 SU0378'ROAD, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 SU0378'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SU0378'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0351 ***********************************************************************
 TN0351  DESIGNATION -  J 379
 TN0351  PID         -  TN0351
 TN0351  STATE/COUNTY-  MT/LINCOLN
 TN0351  USGS QUAD   -  LITTLE HOODOO MOUNTAIN (1983)
 TN0351
 TN0351                         *CURRENT SURVEY CONTROL
 TN0351  ___________________________________________________________________
 TN0351* NAD 83(1986)-  48 21 41.     (N)    115 32 10.     (W)     SCALED    
 TN0351* NAVD 88     -       659.053  (meters)    2162.24   (feet)  ADJUSTED  
 TN0351  ___________________________________________________________________
 TN0351  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 TN0351  DYNAMIC HT  -         659.088 (meters)    2162.36  (feet)  COMP
 TN0351  MODELED GRAV-     980,644.0   (mgal)                       NAVD 88
 TN0351
 TN0351  VERT ORDER  -  SECOND    CLASS 0
 TN0351
 TN0351.The horizontal coordinates were scaled from a topographic map and have
 TN0351.an estimated accuracy of +/- 6 seconds.
 TN0351
 TN0351.The orthometric height was determined by differential leveling
 TN0351.and adjusted by the National Geodetic Survey in June 1991..
 TN0351
 TN0351.The geoid height was determined by GEOID03.
 TN0351
 TN0351.The dynamic height is computed by dividing the NAVD 88
 TN0351.geopotential number by the normal gravity value computed on the
 TN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0351.degrees latitude (g = 980.6199 gals.).
 TN0351
 TN0351.The modeled gravity was interpolated from observed gravity values.
 TN0351
 TN0351;                    North         East    Units  Estimated Accuracy
 TN0351;SPC MT       -   474,090.      153,300.      MT  (+/- 180 meters Scaled)
 TN0351
 TN0351                          SUPERSEDED SURVEY CONTROL
 TN0351
 TN0351  NGVD 29 (??/??/92)  657.876  (m)         2158.38   (f) ADJ UNCH    2 0
 TN0351
 TN0351.Superseded values are not recommended for survey control.
 TN0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0351.See file dsdata.txt to determine how the superseded data were derived.
 TN0351
 TN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP084575(NAD 83)
 TN0351_MARKER: DB = BENCH MARK DISK
 TN0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0351_STAMPING: J 379 1952
 TN0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0351+STABILITY: SURFACE MOTION
 TN0351
 TN0351  HISTORY     - Date     Condition        Report By
 TN0351  HISTORY     - 1952     MONUMENTED       CGS
 TN0351  HISTORY     - 1963     MARK NOT FOUND   USGS
 TN0351
 TN0351                          STATION DESCRIPTION
 TN0351
 TN0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0351'2.6 MI S FROM LIBBY.
 TN0351'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0351'STATION AT LIBBY, THENCE 2.1 MILES SOUTH ALONG U. S. HIGHWAY 2, NEAR
 TN0351'THE T JUNCTION OF A PRIVATE DRIVE LEADING SOUTHWEST, 48 FEET SOUTHWEST
 TN0351'OF THE CENTER LINE OF THE HIGHWAY, 26 1/2 FEET SOUTHEAST OF A FENCE
 TN0351'CORNER POST, 5 1/2 FEET SOUTHEAST OF A POWER LINE POLE, 2.1 FEET
 TN0351'NORTHEAST OF A FENCE, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 4
 TN0351'FEET LOWER THAN THE HIGHWAY, AND SET INTHE TOP OF A CONCRETE POST
 TN0351'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TN0351
 TN0351                          STATION RECOVERY (1963)
 TN0351
 TN0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TN0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0369 ***********************************************************************
 SQ0369  DESIGNATION -  J 38
 SQ0369  PID         -  SQ0369
 SQ0369  STATE/COUNTY-  MT/GARFIELD
 SQ0369  USGS QUAD   -  PINE GROVE SCHOOL (1987)
 SQ0369
 SQ0369                         *CURRENT SURVEY CONTROL
 SQ0369  ___________________________________________________________________
 SQ0369* NAD 83(1986)-  47 32 12.     (N)    107 36 52.     (W)     SCALED    
 SQ0369* NAVD 88     -       934.431  (meters)    3065.71   (feet)  ADJUSTED  
 SQ0369  ___________________________________________________________________
 SQ0369  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 SQ0369  DYNAMIC HT  -         934.437 (meters)    3065.73  (feet)  COMP
 SQ0369  MODELED GRAV-     980,587.0   (mgal)                       NAVD 88
 SQ0369
 SQ0369  VERT ORDER  -  FIRST     CLASS II
 SQ0369
 SQ0369.The horizontal coordinates were scaled from a topographic map and have
 SQ0369.an estimated accuracy of +/- 6 seconds.
 SQ0369
 SQ0369.The orthometric height was determined by differential leveling
 SQ0369.and adjusted by the National Geodetic Survey in June 1991..
 SQ0369
 SQ0369.The geoid height was determined by GEOID03.
 SQ0369
 SQ0369.The dynamic height is computed by dividing the NAVD 88
 SQ0369.geopotential number by the normal gravity value computed on the
 SQ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0369.degrees latitude (g = 980.6199 gals.).
 SQ0369
 SQ0369.The modeled gravity was interpolated from observed gravity values.
 SQ0369
 SQ0369;                    North         East    Units  Estimated Accuracy
 SQ0369;SPC MT       -   366,910.      741,870.      MT  (+/- 180 meters Scaled)
 SQ0369
 SQ0369                          SUPERSEDED SURVEY CONTROL
 SQ0369
 SQ0369  NGVD 29 (??/??/92)  933.696  (m)         3063.30   (f) ADJ UNCH    1 2
 SQ0369
 SQ0369.Superseded values are not recommended for survey control.
 SQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0369.See file dsdata.txt to determine how the superseded data were derived.
 SQ0369
 SQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN032681(NAD 83)
 SQ0369_MARKER: DB = BENCH MARK DISK
 SQ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0369_STAMPING: 3063.301 J 38 1931
 SQ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0369+STABILITY: SURFACE MOTION
 SQ0369
 SQ0369  HISTORY     - Date     Condition        Report By
 SQ0369  HISTORY     - 1931     MONUMENTED       CGS
 SQ0369  HISTORY     - 1965     GOOD             USGS
 SQ0369
 SQ0369                          STATION DESCRIPTION
 SQ0369
 SQ0369'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0369'22.0 MI NW FROM BRUSETT.
 SQ0369'ABOUT 23 MILES NORTHWEST ALONG THE DEVIL CREEK ROAD FROM BRUSETT,
 SQ0369'GARFIELD COUNTY, ABOUT 1/2 MILE NORTH OF A VERY PROMINENT CLAY-DONE
 SQ0369'HILL, AT THE TOP OF A DECLINE INTO A SMALL VALLEY TO THE NORTH, IN THE
 SQ0369'SOUTHEAST CORNER OF SECTION 32 T 21 N., R 32 E, 180 FT. NORTH AND 43
 SQ0369'FT. WEST OF A ROAD FORK.  A STANDARD DISK STAMPED 3063.301 J 38 1931
 SQ0369'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF5165 ***********************************************************************
 DF5165  DESIGNATION -  J 380 RESET
 DF5165  PID         -  DF5165
 DF5165  STATE/COUNTY-  MT/LINCOLN
 DF5165  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 DF5165
 DF5165                         *CURRENT SURVEY CONTROL
 DF5165  ___________________________________________________________________
 DF5165* NAD 83(1986)-  48 02 12.     (N)    115 18 35.     (W)     SCALED    
 DF5165* NAVD 88     -       923.52   (meters)    3029.9    (feet)  RESET     
 DF5165  ___________________________________________________________________
 DF5165  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 DF5165
 DF5165  VERT ORDER  -  THIRD
 DF5165
 DF5165.The horizontal coordinates were scaled from a topographic map and have
 DF5165.an estimated accuracy of +/- 6 seconds.
 DF5165
 DF5165.The orthometric height was computed from unverified reset data.
 DF5165.No vertical observational check was made to the station.
 DF5165
 DF5165.The geoid height was determined by GEOID03.
 DF5165
 DF5165;                    North         East    Units  Estimated Accuracy
 DF5165;SPC MT       -   436,820.      167,350.      MT  (+/- 180 meters Scaled)
 DF5165
 DF5165                          SUPERSEDED SURVEY CONTROL
 DF5165
 DF5165.No superseded survey control is available for this station.
 DF5165
 DF5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP259217(NAD 83)
 DF5165_MARKER: DV = VERTICAL CONTROL DISK
 DF5165_SETTING: 66 = SET IN ROCK OUTCROP
 DF5165_STAMPING: J 380 RESET 2002
 DF5165_MARK LOGO: NGS   
 DF5165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5165+STABILITY: SURFACE MOTION
 DF5165
 DF5165  HISTORY     - Date     Condition        Report By
 DF5165  HISTORY     - 2002     MONUMENTED       MTDOT
 DF5165
 DF5165                          STATION DESCRIPTION
 DF5165
 DF5165'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2002 (DB)
 DF5165'MARK IS 57.5 MILES (92.5 KM) WEST FROM KALISPELL, 57.5 MILES (92.5 KM)
 DF5165'WEST ALONG U.S.  HIGHWAY 2 FROM THE JUNCTION OF U.S.  HIGHWAY 93 AND
 DF5165'U.S.  HIGHWAY 2 IN KALISPELL.  HE MARK IS AT MILEPOST 62.78.  THE MARK
 DF5165'IS 105 M (344.5 FT) EAST OF CENTERLINE TURNOFF TO NORTH.  THE MARK IS
 DF5165'13.9 NORTH OF HIGHWAY CENTERLINE.  THE MARK IS 0.88 M (2.89 FT) EAST
 DF5165'OF WITNESS POST.  WITNESS POST IS A STEEL POST SET IN CONCRETE.  THE
 DF5165'MARK IS AT THE BOTTOM OF A HIGH ROAD CUT.  THE MARK IS 0.76 M (2.49
 DF5165'FT) BELOW CENTERLINE OF HIGHWAY.  THE MARK IS A BRASS NGS BENCHMARK
 DF5165'DISK GROUTED AND SLIGHTY RECESSED IN TOP OF EXPOSED ROCK OUTCROP.
 DF5165'ROCK EXPOSURE IS APPROXIMATELY .76 M (2.49 FT) BELOW CENTERLINE OF
 DF5165'HIGHWAY AND .75 M (2.46 FT) ABOVE GROUND.  57.5 MILES (92.5 KM) WEST
 DF5165'JUNCTION OF U.S.  HIGHWAY 93 AND U.S.  HIGHWAY 2, 105 M (344.5 FT)
 DF5165'EAST CENTERLINE OF TURNOFF TO NORTH, 13.9 M (45.6 FT) NORTH CENTERLINE
 DF5165'OF HIGHWAY 2, 0.88 M (2.89 FT) EAST STEEL WITNESS POST SET IN CONCRETE
 DF5165'AND 0.76 M (2.49 FT) DOWN (BELOW) CENTERLINE OF HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0166 ***********************************************************************
 TN0166  DESIGNATION -  J 381
 TN0166  PID         -  TN0166
 TN0166  STATE/COUNTY-  MT/FLATHEAD
 TN0166  USGS QUAD   -  HASKILL MOUNTAIN (1994)
 TN0166
 TN0166                         *CURRENT SURVEY CONTROL
 TN0166  ___________________________________________________________________
 TN0166* NAD 83(1986)-  48 06 51.     (N)    114 36 44.     (W)     SCALED    
 TN0166* NAVD 88     -      1075.990  (meters)    3530.14   (feet)  ADJUSTED  
 TN0166  ___________________________________________________________________
 TN0166  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TN0166  DYNAMIC HT  -        1075.961 (meters)    3530.05  (feet)  COMP
 TN0166  MODELED GRAV-     980,547.9   (mgal)                       NAVD 88
 TN0166
 TN0166  VERT ORDER  -  SECOND    CLASS 0
 TN0166
 TN0166.The horizontal coordinates were scaled from a topographic map and have
 TN0166.an estimated accuracy of +/- 6 seconds.
 TN0166
 TN0166.The orthometric height was determined by differential leveling
 TN0166.and adjusted by the National Geodetic Survey in June 1991..
 TN0166
 TN0166.The geoid height was determined by GEOID03.
 TN0166
 TN0166.The dynamic height is computed by dividing the NAVD 88
 TN0166.geopotential number by the normal gravity value computed on the
 TN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0166.degrees latitude (g = 980.6199 gals.).
 TN0166
 TN0166.The modeled gravity was interpolated from observed gravity values.
 TN0166
 TN0166;                    North         East    Units  Estimated Accuracy
 TN0166;SPC MT       -   441,800.      219,770.      MT  (+/- 180 meters Scaled)
 TN0166
 TN0166                          SUPERSEDED SURVEY CONTROL
 TN0166
 TN0166  NGVD 29 (??/??/92) 1074.832  (m)         3526.34   (f) ADJ UNCH    2 0
 TN0166
 TN0166.Superseded values are not recommended for survey control.
 TN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0166.See file dsdata.txt to determine how the superseded data were derived.
 TN0166
 TN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP777317(NAD 83)
 TN0166_MARKER: DB = BENCH MARK DISK
 TN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0166_STAMPING: J 381 1952
 TN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0166+STABILITY: SURFACE MOTION
 TN0166
 TN0166  HISTORY     - Date     Condition        Report By
 TN0166  HISTORY     - 1952     MONUMENTED       CGS
 TN0166  HISTORY     - 20030203 GOOD             MTDOT
 TN0166
 TN0166                          STATION DESCRIPTION
 TN0166
 TN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0166'2.7 MI E FROM MARION.
 TN0166'0.8 MILE SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT MARION,
 TN0166'THENCE 1.9 MILES NORTHEAST ALONG U. S. HIGHWAY 2, 0.25 MILE EAST OF
 TN0166'THE Y JUNCTION OF A GRAVEL ROAD, 41 1/2 FEET NORTH OF THE CENTER LINE
 TN0166'OF THE HIGHWAY, 5 1/2 FEET WEST OF A POWER LINE POLE, 3.3 FEET
 TN0166'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 TN0166'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 TN0166
 TN0166                          STATION RECOVERY (2003)
 TN0166
 TN0166'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (DMR)
 TN0166'12.4 METERS LT OF US HIGHWAY 2 MILEPOST 102.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0304 ***********************************************************************
 SU0304  DESIGNATION -  J 382
 SU0304  PID         -  SU0304
 SU0304  STATE/COUNTY-  MT/FLATHEAD
 SU0304  USGS QUAD   -  HUBBART RESERVOIR (1994)
 SU0304
 SU0304                         *CURRENT SURVEY CONTROL
 SU0304  ___________________________________________________________________
 SU0304* NAD 83(1986)-  47 55 16.     (N)    114 41 01.     (W)     SCALED    
 SU0304* NAVD 88     -      1075.705  (meters)    3529.21   (feet)  ADJUSTED  
 SU0304  ___________________________________________________________________
 SU0304  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 SU0304  DYNAMIC HT  -        1075.664 (meters)    3529.07  (feet)  COMP
 SU0304  MODELED GRAV-     980,536.5   (mgal)                       NAVD 88
 SU0304
 SU0304  VERT ORDER  -  SECOND    CLASS 0
 SU0304
 SU0304.The horizontal coordinates were scaled from a topographic map and have
 SU0304.an estimated accuracy of +/- 6 seconds.
 SU0304
 SU0304.The orthometric height was determined by differential leveling
 SU0304.and adjusted by the National Geodetic Survey in June 1991..
 SU0304
 SU0304.The geoid height was determined by GEOID03.
 SU0304
 SU0304.The dynamic height is computed by dividing the NAVD 88
 SU0304.geopotential number by the normal gravity value computed on the
 SU0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0304.degrees latitude (g = 980.6199 gals.).
 SU0304
 SU0304.The modeled gravity was interpolated from observed gravity values.
 SU0304
 SU0304;                    North         East    Units  Estimated Accuracy
 SU0304;SPC MT       -   420,740.      213,050.      MT  (+/- 180 meters Scaled)
 SU0304
 SU0304                          SUPERSEDED SURVEY CONTROL
 SU0304
 SU0304  NGVD 29 (??/??/92) 1074.565  (m)         3525.47   (f) ADJ UNCH    2 0
 SU0304
 SU0304.Superseded values are not recommended for survey control.
 SU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0304.See file dsdata.txt to determine how the superseded data were derived.
 SU0304
 SU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP730101(NAD 83)
 SU0304_MARKER: DB = BENCH MARK DISK
 SU0304_SETTING: 66 = SET IN ROCK OUTCROP
 SU0304_SP_SET: OUTCROP
 SU0304_STAMPING: J 382 1952
 SU0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0304+STABILITY: POSITION/ELEVATION WELL
 SU0304
 SU0304  HISTORY     - Date     Condition        Report By
 SU0304  HISTORY     - 1952     MONUMENTED       CGS
 SU0304
 SU0304                          STATION DESCRIPTION
 SU0304
 SU0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0304'11.2 MI NW FROM NIARADA.
 SU0304'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NIARADA,
 SU0304'THENCE 11.1 MILES NORTHWEST ALONG A COUNTY ROAD, 0.05 MILE SOUTHEAST
 SU0304'OF A 5 POINT INTERSECTION, IN THE TOP OF A 3- X 5-FOOT OUTCROP
 SU0304'PROJECTING 2 FEET ABOVE THE GROUND, 82 1/2 FEET SOUTH OF AND ACROSS
 SU0304'THE ROAD FROM A LONE 36-INCH PINE TREE, 47 FEET SOUTHWEST OF THE
 SU0304'CENTER LINE OF THE ROAD, AND ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0592 ***********************************************************************
 SU0592  DESIGNATION -  J 383
 SU0592  PID         -  SU0592
 SU0592  STATE/COUNTY-  MT/SANDERS
 SU0592  USGS QUAD   -  NOXON (1983)
 SU0592
 SU0592                         *CURRENT SURVEY CONTROL
 SU0592  ___________________________________________________________________
 SU0592* NAD 83(1986)-  47 59 35.     (N)    115 46 07.     (W)     SCALED    
 SU0592* NAVD 88     -       668.453  (meters)    2193.08   (feet)  ADJUSTED  
 SU0592  ___________________________________________________________________
 SU0592  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SU0592  DYNAMIC HT  -         668.468 (meters)    2193.13  (feet)  COMP
 SU0592  MODELED GRAV-     980,613.7   (mgal)                       NAVD 88
 SU0592
 SU0592  VERT ORDER  -  FIRST     CLASS II
 SU0592
 SU0592.The horizontal coordinates were scaled from a topographic map and have
 SU0592.an estimated accuracy of +/- 6 seconds.
 SU0592
 SU0592.The orthometric height was determined by differential leveling
 SU0592.and adjusted by the National Geodetic Survey in June 1991..
 SU0592
 SU0592.The geoid height was determined by GEOID03.
 SU0592
 SU0592.The dynamic height is computed by dividing the NAVD 88
 SU0592.geopotential number by the normal gravity value computed on the
 SU0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0592.degrees latitude (g = 980.6199 gals.).
 SU0592
 SU0592.The modeled gravity was interpolated from observed gravity values.
 SU0592
 SU0592;                    North         East    Units  Estimated Accuracy
 SU0592;SPC MT       -   434,630.      132,850.      MT  (+/- 180 meters Scaled)
 SU0592
 SU0592                          SUPERSEDED SURVEY CONTROL
 SU0592
 SU0592  NGVD 29 (??/??/92)  667.278  (m)         2189.23   (f) ADJ UNCH    1 2
 SU0592
 SU0592.Superseded values are not recommended for survey control.
 SU0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0592.See file dsdata.txt to determine how the superseded data were derived.
 SU0592
 SU0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP918162(NAD 83)
 SU0592_MARKER: DB = BENCH MARK DISK
 SU0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0592_SP_SET: ABUTMENT
 SU0592_STAMPING: J 383 1952
 SU0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0592
 SU0592  HISTORY     - Date     Condition        Report By
 SU0592  HISTORY     - 1952     MONUMENTED       CGS
 SU0592  HISTORY     - 1966     GOOD             USGS
 SU0592
 SU0592                          STATION DESCRIPTION
 SU0592
 SU0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0592'0.6 MI SE FROM NOXON.
 SU0592'0.6 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0592'STATION AT NOXON, NEAR A PAVED ROAD CROSSING, SET VERTICALLY IN THE
 SU0592'SOUTHWEST FACE OF THE NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 SU0592'NO. 69, 6 RAILS SOUTHEAST OF THE CENTER LINE OF THE CROSSING, 6.4 FEET
 SU0592'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3.0 FEET LOWER THAN THE TOP
 SU0592'OF THE RAIL.  NOTE-- NPRR DISMANTLED.  STATION IN RUINS.
 SU0592
 SU0592                          STATION RECOVERY (1966)
 SU0592
 SU0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0366 ***********************************************************************
 TN0366  DESIGNATION -  J 388
 TN0366  PID         -  TN0366
 TN0366  STATE/COUNTY-  MT/SANDERS
 TN0366  USGS QUAD   -  SMEADS BENCH (1983)
 TN0366
 TN0366                         *CURRENT SURVEY CONTROL
 TN0366  ___________________________________________________________________
 TN0366* NAD 83(1986)-  48 01 52.     (N)    115 52 15.     (W)     SCALED    
 TN0366* NAVD 88     -       670.989  (meters)    2201.40   (feet)  ADJUSTED  
 TN0366  ___________________________________________________________________
 TN0366  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TN0366  DYNAMIC HT  -         671.003 (meters)    2201.45  (feet)  COMP
 TN0366  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 TN0366
 TN0366  VERT ORDER  -  FIRST     CLASS II
 TN0366
 TN0366.The horizontal coordinates were scaled from a topographic map and have
 TN0366.an estimated accuracy of +/- 6 seconds.
 TN0366
 TN0366.The orthometric height was determined by differential leveling
 TN0366.and adjusted by the National Geodetic Survey in June 1991..
 TN0366
 TN0366.The geoid height was determined by GEOID03.
 TN0366
 TN0366.The dynamic height is computed by dividing the NAVD 88
 TN0366.geopotential number by the normal gravity value computed on the
 TN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0366.degrees latitude (g = 980.6199 gals.).
 TN0366
 TN0366.The modeled gravity was interpolated from observed gravity values.
 TN0366
 TN0366;                    North         East    Units  Estimated Accuracy
 TN0366;SPC MT       -   439,460.      125,600.      MT  (+/- 180 meters Scaled)
 TN0366
 TN0366                          SUPERSEDED SURVEY CONTROL
 TN0366
 TN0366  NGVD 29 (??/??/92)  669.810  (m)         2197.53   (f) ADJ UNCH    1 2
 TN0366
 TN0366.Superseded values are not recommended for survey control.
 TN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0366.See file dsdata.txt to determine how the superseded data were derived.
 TN0366
 TN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP841203(NAD 83)
 TN0366_MARKER: DB = BENCH MARK DISK
 TN0366_SETTING: 66 = SET IN ROCK OUTCROP
 TN0366_SP_SET: ROCK OUTCROP
 TN0366_STAMPING: J 388 1959
 TN0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0366+STABILITY: POSITION/ELEVATION WELL
 TN0366
 TN0366  HISTORY     - Date     Condition        Report By
 TN0366  HISTORY     - 1959     MONUMENTED       CGS
 TN0366
 TN0366                          STATION DESCRIPTION
 TN0366
 TN0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TN0366'5.1 MI SE FROM HERON.
 TN0366'ABOUT 5.1 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TN0366'STATION AT HERON, 5.0 MILES NORTHWEST OF NOXON, 210 FEET EAST OF
 TN0366'MILEPOST 75, ON THE SOUTHWEST SLOPE OF A CUT, IN THE TOP OF AN OUTCROP
 TN0366'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 69.6 FEET NORTHEAST OF
 TN0366'THE NORTHEAST RAIL, 1.6 FEET NORTHWEST OF A WITNESS POST, AND ABOUT
 TN0366'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0371 ***********************************************************************
 TJ0371  DESIGNATION -  J 39
 TJ0371  PID         -  TJ0371
 TJ0371  STATE/COUNTY-  MT/PHILLIPS
 TJ0371  USGS QUAD   -  BUTTON BUTTE (1984)
 TJ0371
 TJ0371                         *CURRENT SURVEY CONTROL
 TJ0371  ___________________________________________________________________
 TJ0371* NAD 83(1986)-  48 00 48.     (N)    107 53 30.     (W)     SCALED    
 TJ0371* NAVD 88     -       737.820  (meters)    2420.66   (feet)  ADJUSTED  
 TJ0371  ___________________________________________________________________
 TJ0371  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TJ0371  DYNAMIC HT  -         737.864 (meters)    2420.81  (feet)  COMP
 TJ0371  MODELED GRAV-     980,648.0   (mgal)                       NAVD 88
 TJ0371
 TJ0371  VERT ORDER  -  FIRST     CLASS II
 TJ0371
 TJ0371.The horizontal coordinates were scaled from a topographic map and have
 TJ0371.an estimated accuracy of +/- 6 seconds.
 TJ0371
 TJ0371.The orthometric height was determined by differential leveling
 TJ0371.and adjusted by the National Geodetic Survey in June 1991..
 TJ0371
 TJ0371.The geoid height was determined by GEOID03.
 TJ0371
 TJ0371.The dynamic height is computed by dividing the NAVD 88
 TJ0371.geopotential number by the normal gravity value computed on the
 TJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0371.degrees latitude (g = 980.6199 gals.).
 TJ0371
 TJ0371.The modeled gravity was interpolated from observed gravity values.
 TJ0371
 TJ0371;                    North         East    Units  Estimated Accuracy
 TJ0371;SPC MT       -   419,410.      719,930.      MT  (+/- 180 meters Scaled)
 TJ0371
 TJ0371                          SUPERSEDED SURVEY CONTROL
 TJ0371
 TJ0371  NGVD 29 (??/??/92)  737.070  (m)         2418.20   (f) ADJ UNCH    1 2
 TJ0371
 TJ0371.Superseded values are not recommended for survey control.
 TJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0371.See file dsdata.txt to determine how the superseded data were derived.
 TJ0371
 TJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP843218(NAD 83)
 TJ0371_MARKER: DB = BENCH MARK DISK
 TJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0371_STAMPING: 2418.204 J 39 1931
 TJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0371+STABILITY: SURFACE MOTION
 TJ0371
 TJ0371  HISTORY     - Date     Condition        Report By
 TJ0371  HISTORY     - 1931     MONUMENTED       CGS
 TJ0371
 TJ0371                          STATION DESCRIPTION
 TJ0371
 TJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TJ0371'10.1 MI N FROM FIRST CREEK.
 TJ0371'ABOUT 10.1 MILES NORTH ALONG THE FIRST CREEK-MALTA ROAD FROM THE
 TJ0371'SOUTH FIRST CREEK SCHOOL AT FIRST CREEK, PHILLIPS COUNTY, ABOUT 0.8
 TJ0371'MILE SOUTH OF THE BRIDGE OVER BEAVER CREEK, IN A LEVEL REGION, AND
 TJ0371'ABOUT 60 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED 2418.204 J
 TJ0371'39 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0323 ***********************************************************************
 RU0323  DESIGNATION -  J 393
 RU0323  PID         -  RU0323
 RU0323  STATE/COUNTY-  MT/TREASURE
 RU0323  USGS QUAD   -  HYSHAM (1983)
 RU0323
 RU0323                         *CURRENT SURVEY CONTROL
 RU0323  ___________________________________________________________________
 RU0323* NAD 83(1986)-  46 17 40.     (N)    107 12 31.     (W)     SCALED    
 RU0323* NAVD 88     -       800.907  (meters)    2627.64   (feet)  ADJUSTED  
 RU0323  ___________________________________________________________________
 RU0323  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 RU0323  DYNAMIC HT  -         800.819 (meters)    2627.35  (feet)  COMP
 RU0323  MODELED GRAV-     980,477.5   (mgal)                       NAVD 88
 RU0323
 RU0323  VERT ORDER  -  FIRST     CLASS II
 RU0323
 RU0323.The horizontal coordinates were scaled from a topographic map and have
 RU0323.an estimated accuracy of +/- 6 seconds.
 RU0323
 RU0323.The orthometric height was determined by differential leveling
 RU0323.and adjusted by the National Geodetic Survey in June 1991..
 RU0323
 RU0323.The geoid height was determined by GEOID03.
 RU0323
 RU0323.The dynamic height is computed by dividing the NAVD 88
 RU0323.geopotential number by the normal gravity value computed on the
 RU0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0323.degrees latitude (g = 980.6199 gals.).
 RU0323
 RU0323.The modeled gravity was interpolated from observed gravity values.
 RU0323
 RU0323;                    North         East    Units  Estimated Accuracy
 RU0323;SPC MT       -   229,770.      776,440.      MT  (+/- 180 meters Scaled)
 RU0323
 RU0323                          SUPERSEDED SURVEY CONTROL
 RU0323
 RU0323  NGVD 29 (??/??/92)  800.264  (m)         2625.53   (f) ADJ UNCH    1 2
 RU0323
 RU0323.Superseded values are not recommended for survey control.
 RU0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0323.See file dsdata.txt to determine how the superseded data were derived.
 RU0323
 RU0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM298291(NAD 83)
 RU0323_MARKER: DB = BENCH MARK DISK
 RU0323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0323_SP_SET: 22 FEET
 RU0323_STAMPING: J 393 1958
 RU0323_MARK LOGO: CGS   
 RU0323_PROJECTION: PROJECTING 15 CENTIMETERS
 RU0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0323_ROD/PIPE-DEPTH: 6.7  meters
 RU0323
 RU0323  HISTORY     - Date     Condition        Report By
 RU0323  HISTORY     - 1958     MONUMENTED       CGS
 RU0323  HISTORY     - 1960     GOOD             NGS
 RU0323  HISTORY     - 1981     GOOD             NGS
 RU0323
 RU0323                          STATION DESCRIPTION
 RU0323
 RU0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0323'1.4 MI E FROM HYSHAM.
 RU0323'ABOUT 1.4 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0323'STATION AT HYSHAM, IN THE SOUTH SIDE OF SECTION 3, T 6 N, R 36 E, 36
 RU0323'FEET SOUTHWEST OF THE 10TH POLE NORTHEAST OF MILEPOST 150, 49 1/2 FEET
 RU0323'SOUTHEAST OF THE SOUTHEAST RAIL, 109 FEET NORTHWEST OF THE CENTER LINE
 RU0323'OF U. S. HIGHWAY 10 AND 12, 2 FEET SOUTHWEST OF A METAL WITNESS POST,
 RU0323'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 RU0323'DEPTH OF 22 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
 RU0323
 RU0323                          STATION RECOVERY (1981)
 RU0323
 RU0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0323'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0323'2.3 KM (1.4 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0323'THE RAILROAD STATION IN HYSHAM, 35.7 METERS (117.0 FT) NORTH OF THE
 RU0323'CENTERLINE OF U.S. HIGHWAYS 10 AND 312, 15.1 METERS (49.4 FT) SOUTH OF
 RU0323'THE NEAR RAIL, AND 11.8 METERS (38.8 FT) WEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0357 ***********************************************************************
 RU0357  DESIGNATION -  J 394
 RU0357  PID         -  RU0357
 RU0357  STATE/COUNTY-  MT/YELLOWSTONE
 RU0357  USGS QUAD   -  WACO (1980)
 RU0357
 RU0357                         *CURRENT SURVEY CONTROL
 RU0357  ___________________________________________________________________
 RU0357* NAD 83(1986)-  46 06 12.     (N)    107 38 55.     (W)     SCALED    
 RU0357* NAVD 88     -       844.606  (meters)    2771.01   (feet)  ADJUSTED  
 RU0357  ___________________________________________________________________
 RU0357  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 RU0357  DYNAMIC HT  -         844.485 (meters)    2770.61  (feet)  COMP
 RU0357  MODELED GRAV-     980,443.2   (mgal)                       NAVD 88
 RU0357
 RU0357  VERT ORDER  -  FIRST     CLASS II
 RU0357
 RU0357.The horizontal coordinates were scaled from a topographic map and have
 RU0357.an estimated accuracy of +/- 6 seconds.
 RU0357
 RU0357.The orthometric height was determined by differential leveling
 RU0357.and adjusted by the National Geodetic Survey in June 1991..
 RU0357.WARNING-Repeat measurements at this control monument indicate possible
 RU0357.vertical movement.
 RU0357
 RU0357.The geoid height was determined by GEOID03.
 RU0357
 RU0357.The dynamic height is computed by dividing the NAVD 88
 RU0357.geopotential number by the normal gravity value computed on the
 RU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0357.degrees latitude (g = 980.6199 gals.).
 RU0357
 RU0357.The modeled gravity was interpolated from observed gravity values.
 RU0357
 RU0357;                    North         East    Units  Estimated Accuracy
 RU0357;SPC MT       -   207,650.      743,070.      MT  (+/- 180 meters Scaled)
 RU0357
 RU0357                          SUPERSEDED SURVEY CONTROL
 RU0357
 RU0357  NGVD 29 (??/??/92)  843.962  (m)         2768.90   (f) ADJ UNCH    1 2
 RU0357
 RU0357.Superseded values are not recommended for survey control.
 RU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0357.See file dsdata.txt to determine how the superseded data were derived.
 RU0357
 RU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM952089(NAD 83)
 RU0357_MARKER: DB = BENCH MARK DISK
 RU0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0357_STAMPING: J 394 1958
 RU0357_MARK LOGO: CGS   
 RU0357_PROJECTION: PROJECTING 10 CENTIMETERS
 RU0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0357+STABILITY: SURFACE MOTION
 RU0357
 RU0357  HISTORY     - Date     Condition        Report By
 RU0357  HISTORY     - 1958     MONUMENTED       CGS
 RU0357  HISTORY     - 1960     GOOD             NGS
 RU0357  HISTORY     - 1981     GOOD             NGS
 RU0357
 RU0357                          STATION DESCRIPTION
 RU0357
 RU0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0357'4.9 MI SW FROM CUSTER.
 RU0357'ABOUT 4.9 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0357'STATION AT CUSTER, IN SECTION 8, T 4 N, R 33 E, 10 POLES SOUTHWEST OF
 RU0357'MILEPOST 177, ABOUT 0.2 MILE NORTHEAST OF A ROAD CROSSING AND A
 RU0357'FARMHOUSE ON THE NORTHWEST SIDE OF THE TRACKS, 132 FEET NORTHWEST OF
 RU0357'THE NORTHWEST RAIL, 61 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET
 RU0357'SOUTHEAST OF A FENCE, 1 1/2 FEET NORTHEAST OF A METAL WITNESS POST,
 RU0357'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 RU0357'CONCRETE POST PROJECTING 7 INCHES.
 RU0357
 RU0357                          STATION RECOVERY (1981)
 RU0357
 RU0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0357'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0357'7.9 KM (4.9 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0357'FROM THE RAILROAD STATION IN CUSTER, 0.5 KM (0.3 MI) SOUTHWEST OF MILE
 RU0357'POST 177, 0.3 KM (0.2 MI) NORTHEAST OF A GRAVELED ROAD LEADING TO A
 RU0357'WHITE FARM HOUSE, IN THE CENTER OF THE NORTHEAST END OF A SMALL FIELD,
 RU0357'40.2 METERS (132.0 FT) NORTHWEST OF THE NEAR RAIL, 28.8 METERS (94.5
 RU0357'FT) WEST-NORTHWEST OF THE SOUTHWEST GATE POST OF A FIELD ROAD, 19.4
 RU0357'METERS (63.6 FT) SOUTHEAST OF A FENCE, 18.8 METERS (61.7 FT) SOUTHWEST
 RU0357'OF A UTILITY POLE, AND 18.1 METERS (59.4 FT) NORTHWEST OF A METAL
 RU0357'WITNESS POST AND FENCE.
 RU0357'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RU0357'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0325 ***********************************************************************
 RU0325  DESIGNATION -  J 395
 RU0325  PID         -  RU0325
 RU0325  STATE/COUNTY-  MT/TREASURE
 RU0325  USGS QUAD   -  HYSHAM (1983)
 RU0325
 RU0325                         *CURRENT SURVEY CONTROL
 RU0325  ___________________________________________________________________
 RU0325* NAD 83(1986)-  46 17 40.     (N)    107 10 07.     (W)     SCALED    
 RU0325* NAVD 88     -       798.730  (meters)    2620.50   (feet)  ADJUSTED  
 RU0325  ___________________________________________________________________
 RU0325  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 RU0325  DYNAMIC HT  -         798.643 (meters)    2620.21  (feet)  COMP
 RU0325  MODELED GRAV-     980,479.2   (mgal)                       NAVD 88
 RU0325
 RU0325  VERT ORDER  -  FIRST     CLASS II
 RU0325
 RU0325.The horizontal coordinates were scaled from a topographic map and have
 RU0325.an estimated accuracy of +/- 6 seconds.
 RU0325
 RU0325.The orthometric height was determined by differential leveling
 RU0325.and adjusted by the National Geodetic Survey in June 1991..
 RU0325
 RU0325.The geoid height was determined by GEOID03.
 RU0325
 RU0325.The dynamic height is computed by dividing the NAVD 88
 RU0325.geopotential number by the normal gravity value computed on the
 RU0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0325.degrees latitude (g = 980.6199 gals.).
 RU0325
 RU0325.The modeled gravity was interpolated from observed gravity values.
 RU0325
 RU0325;                    North         East    Units  Estimated Accuracy
 RU0325;SPC MT       -   229,860.      779,520.      MT  (+/- 180 meters Scaled)
 RU0325
 RU0325                          SUPERSEDED SURVEY CONTROL
 RU0325
 RU0325  NGVD 29 (??/??/92)  798.088  (m)         2618.39   (f) ADJ UNCH    1 2
 RU0325
 RU0325.Superseded values are not recommended for survey control.
 RU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0325.See file dsdata.txt to determine how the superseded data were derived.
 RU0325
 RU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM329290(NAD 83)
 RU0325_MARKER: DB = BENCH MARK DISK
 RU0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RU0325_SP_SET: CULVERT
 RU0325_STAMPING: J 395 1958
 RU0325_MARK LOGO: CGS   
 RU0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0325
 RU0325  HISTORY     - Date     Condition        Report By
 RU0325  HISTORY     - 1958     MONUMENTED       CGS
 RU0325  HISTORY     - 1960     GOOD             NGS
 RU0325  HISTORY     - 1981     GOOD             NGS
 RU0325
 RU0325                          STATION DESCRIPTION
 RU0325
 RU0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0325'3.3 MI E FROM HYSHAM.
 RU0325'ABOUT 3.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0325'STATION AT HYSHAM, IN THE SOUTHWEST 1/4 OF SECTION 1, T 6 N, R 36 E, 7
 RU0325'1/2 POLES NORTHEAST OF MILEPOST 148, IN THE TOP AND CENTER OF THE
 RU0325'NORTHWEST CONCRETE HEAD WALL OF CULVERT 147+4329,5 RAILS SOUTHWEST OF
 RU0325'A ROAD CROSSING, 9 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 3
 RU0325'FEET BELOW THE LEVEL OF THE TRACKS.
 RU0325
 RU0325                          STATION RECOVERY (1981)
 RU0325
 RU0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0325'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0325'5.3 KM (3.3 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0325'THE RAILROAD STATION IN HYSHAM, 0.4 KM (0.25 MI) EAST OF MILE POST
 RU0325'148, 0.5 KM (0.3 MI) EAST OF A GRAVELED ROAD CROSSING, 0.2 KM (0.1 MI)
 RU0325'EAST OF NILER SIDING SIGN, IN THE TOP CENTER OF THE NORTH HEADWALL OF
 RU0325'A CONCRETE CULVERT UNDER THE RAILROAD, AND 2.7 METERS (9.0 FT) NORTH
 RU0325'OF THE NEAR RAIL.
 RU0325'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0191 ***********************************************************************
 QX0191  DESIGNATION -  J 4
 QX0191  PID         -  QX0191
 QX0191  STATE/COUNTY-  MT/GALLATIN
 QX0191  USGS QUAD   -  MANHATTAN (1987)
 QX0191
 QX0191                         *CURRENT SURVEY CONTROL
 QX0191  ___________________________________________________________________
 QX0191* NAD 83(1986)-  45 52 27.     (N)    111 21 57.     (W)     SCALED    
 QX0191* NAVD 88     -      1283.395  (meters)    4210.61   (feet)  POSTED    
 QX0191  ___________________________________________________________________
 QX0191  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 QX0191  DYNAMIC HT  -        1283.040 (meters)    4209.44  (feet)  COMP
 QX0191  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 QX0191
 QX0191  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0191
 QX0191.The horizontal coordinates were scaled from a topographic map and have
 QX0191.an estimated accuracy of +/- 6 seconds.
 QX0191
 QX0191.The orthometric height was determined by differential leveling
 QX0191.and adjusted by the National Geodetic Survey in 1992..
 QX0191.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0191.rate of 0.0 thru 1.0 mm/km.
 QX0191
 QX0191.The geoid height was determined by GEOID03.
 QX0191
 QX0191.The dynamic height is computed by dividing the NAVD 88
 QX0191.geopotential number by the normal gravity value computed on the
 QX0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0191.degrees latitude (g = 980.6199 gals.).
 QX0191
 QX0191.The modeled gravity was interpolated from observed gravity values.
 QX0191
 QX0191;                    North         East    Units  Estimated Accuracy
 QX0191;SPC MT       -   182,220.      455,210.      MT  (+/- 180 meters Scaled)
 QX0191
 QX0191                          SUPERSEDED SURVEY CONTROL
 QX0191
 QX0191.No superseded survey control is available for this station.
 QX0191
 QX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR716801(NAD 83)
 QX0191_MARKER: P = PIPE CAP
 QX0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QX0191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QX0191_STAMPING: 4207.223
 QX0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0191
 QX0191  HISTORY     - Date     Condition        Report By
 QX0191  HISTORY     - UNK      MONUMENTED       CGS
 QX0191  HISTORY     - 1958     MARK NOT FOUND   NGS
 QX0191
 QX0191                          STATION DESCRIPTION
 QX0191
 QX0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0191'2.4 MI NW FROM MANHATTAN.
 QX0191'ABOUT 2.4 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 QX0191'MANHATTAN, GALLATIN COUNTY, ABOUT 600 YARDS WEST OF MILEPOST 161,
 QX0191'ABOUT 108 YARDS EAST OF AUTOMATIC SIGNAL 161.3, AND ABOUT 23 YARDS
 QX0191'SOUTH OF THE TRACK.  A STANDARD CAP, STAMPED 4207.223 AND FASTENED ON
 QX0191'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE
 QX0191'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0664 ***********************************************************************
 SS0664  DESIGNATION -  J 4 X
 SS0664  PID         -  SS0664
 SS0664  STATE/COUNTY-  MT/CHOUTEAU
 SS0664  USGS QUAD   -  SHEEP COULEE SPRINGS (1987)
 SS0664
 SS0664                         *CURRENT SURVEY CONTROL
 SS0664  ___________________________________________________________________
 SS0664* NAD 83(1986)-  47 49 43.     (N)    111 15 14.     (W)     SCALED    
 SS0664* NAVD 88     -      1043.242  (meters)    3422.70   (feet)  ADJUSTED  
 SS0664  ___________________________________________________________________
 SS0664  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 SS0664  DYNAMIC HT  -        1043.224 (meters)    3422.64  (feet)  COMP
 SS0664  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 SS0664
 SS0664  VERT ORDER  -  SECOND    CLASS 0
 SS0664
 SS0664.The horizontal coordinates were scaled from a topographic map and have
 SS0664.an estimated accuracy of +/- 6 seconds.
 SS0664
 SS0664.The orthometric height was determined by differential leveling
 SS0664.and adjusted by the National Geodetic Survey in June 1991..
 SS0664
 SS0664.The geoid height was determined by GEOID03.
 SS0664
 SS0664.The dynamic height is computed by dividing the NAVD 88
 SS0664.geopotential number by the normal gravity value computed on the
 SS0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0664.degrees latitude (g = 980.6199 gals.).
 SS0664
 SS0664.The modeled gravity was interpolated from observed gravity values.
 SS0664
 SS0664;                    North         East    Units  Estimated Accuracy
 SS0664;SPC MT       -   399,120.      468,760.      MT  (+/- 180 meters Scaled)
 SS0664
 SS0664                          SUPERSEDED SURVEY CONTROL
 SS0664
 SS0664  NGVD 29 (??/??/92) 1042.343  (m)         3419.75   (f) ADJ UNCH    2 0
 SS0664
 SS0664.Superseded values are not recommended for survey control.
 SS0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0664.See file dsdata.txt to determine how the superseded data were derived.
 SS0664
 SS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT809972(NAD 83)
 SS0664_MARKER: DS = TRIANGULATION STATION DISK
 SS0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0664_STAMPING: J 4 X 1961
 SS0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0664+STABILITY: SURFACE MOTION
 SS0664
 SS0664  HISTORY     - Date     Condition        Report By
 SS0664  HISTORY     - 1961     MONUMENTED       CGS
 SS0664
 SS0664                          STATION DESCRIPTION
 SS0664
 SS0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0664'17.5 MI W FROM CARTER.
 SS0664'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0664'CARTER, THENCE 12.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.0 MILES
 SS0664'NORTH ALONG A COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD,
 SS0664'THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.7 MILE WEST ALONG
 SS0664'A COUNTY ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, 1 POWER LINE
 SS0664'POLE NORTH OF THE JUNCTION OF THE COUNTY ROAD, 67 FEET EAST OF THE
 SS0664'CENTER LINE OF THE ROAD, 3 1/2 FEET NORTH OF THE 1ST POLE NORTH OF THE
 SS0664'COUNTY ROAD, 3 1/2 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 SS0664'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SS0664'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0663 ***********************************************************************
 SS0663  DESIGNATION -  J 4 X RM 1
 SS0663  PID         -  SS0663
 SS0663  STATE/COUNTY-  MT/CHOUTEAU
 SS0663  USGS QUAD   -  SHEEP COULEE SPRINGS (1987)
 SS0663
 SS0663                         *CURRENT SURVEY CONTROL
 SS0663  ___________________________________________________________________
 SS0663* NAD 83(1986)-  47 49 43.     (N)    111 15 14.     (W)     SCALED    
 SS0663* NAVD 88     -      1041.472  (meters)    3416.90   (feet)  ADJUSTED  
 SS0663  ___________________________________________________________________
 SS0663  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 SS0663  DYNAMIC HT  -        1041.454 (meters)    3416.84  (feet)  COMP
 SS0663  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 SS0663
 SS0663  VERT ORDER  -  SECOND    CLASS 0
 SS0663
 SS0663.The horizontal coordinates were scaled from a topographic map and have
 SS0663.an estimated accuracy of +/- 6 seconds.
 SS0663
 SS0663.The orthometric height was determined by differential leveling
 SS0663.and adjusted by the National Geodetic Survey in June 1991..
 SS0663
 SS0663.The geoid height was determined by GEOID03.
 SS0663
 SS0663.The dynamic height is computed by dividing the NAVD 88
 SS0663.geopotential number by the normal gravity value computed on the
 SS0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0663.degrees latitude (g = 980.6199 gals.).
 SS0663
 SS0663.The modeled gravity was interpolated from observed gravity values.
 SS0663
 SS0663;                    North         East    Units  Estimated Accuracy
 SS0663;SPC MT       -   399,120.      468,760.      MT  (+/- 180 meters Scaled)
 SS0663
 SS0663                          SUPERSEDED SURVEY CONTROL
 SS0663
 SS0663  NGVD 29 (??/??/92) 1040.572  (m)         3413.94   (f) ADJ UNCH    2 0
 SS0663
 SS0663.Superseded values are not recommended for survey control.
 SS0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0663.See file dsdata.txt to determine how the superseded data were derived.
 SS0663
 SS0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT809972(NAD 83)
 SS0663_MARKER: DR = REFERENCE MARK DISK
 SS0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0663_STAMPING: J 4 X NO 1 1961
 SS0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0663+STABILITY: SURFACE MOTION
 SS0663
 SS0663  HISTORY     - Date     Condition        Report By
 SS0663  HISTORY     - 1961     MONUMENTED       CGS
 SS0663
 SS0663                          STATION DESCRIPTION
 SS0663
 SS0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0663'17.3 MI W FROM CARTER.
 SS0663'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0663'CARTER, THENCE 12.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.0 MILES
 SS0663'NORTH ALONG A COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD,
 SS0663'THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.6 MILE WEST ALONG
 SS0663'A COUNTY ROAD, ABOUT 0.15 MILE SOUTHEAST OF J 4X, 0.1 MILE EAST OF THE
 SS0663'T JUNCTION OF A DIRT ROAD NORTH, 81 FEET SOUTH-SOUTHEAST OF AND ACROSS
 SS0663'THE ROAD FROM THE FIRST POWER LINE POLE EAST OF THE ROAD, 25 FEET
 SS0663'SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE, 1.0
 SS0663'FOOT EAST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD,
 SS0663'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS0663'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0665 ***********************************************************************
 SS0665  DESIGNATION -  J 4 X RM 2
 SS0665  PID         -  SS0665
 SS0665  STATE/COUNTY-  MT/CHOUTEAU
 SS0665  USGS QUAD   -  SHEEP COULEE SPRINGS (1987)
 SS0665
 SS0665                         *CURRENT SURVEY CONTROL
 SS0665  ___________________________________________________________________
 SS0665* NAD 83(1986)-  47 49 43.     (N)    111 15 14.     (W)     SCALED    
 SS0665* NAVD 88     -      1043.152  (meters)    3422.41   (feet)  ADJUSTED  
 SS0665  ___________________________________________________________________
 SS0665  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 SS0665  DYNAMIC HT  -        1043.134 (meters)    3422.35  (feet)  COMP
 SS0665  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 SS0665
 SS0665  VERT ORDER  -  SECOND    CLASS 0
 SS0665
 SS0665.The horizontal coordinates were scaled from a topographic map and have
 SS0665.an estimated accuracy of +/- 6 seconds.
 SS0665
 SS0665.The orthometric height was determined by differential leveling
 SS0665.and adjusted by the National Geodetic Survey in June 1991..
 SS0665
 SS0665.The geoid height was determined by GEOID03.
 SS0665
 SS0665.The dynamic height is computed by dividing the NAVD 88
 SS0665.geopotential number by the normal gravity value computed on the
 SS0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0665.degrees latitude (g = 980.6199 gals.).
 SS0665
 SS0665.The modeled gravity was interpolated from observed gravity values.
 SS0665
 SS0665;                    North         East    Units  Estimated Accuracy
 SS0665;SPC MT       -   399,120.      468,760.      MT  (+/- 180 meters Scaled)
 SS0665
 SS0665                          SUPERSEDED SURVEY CONTROL
 SS0665
 SS0665  NGVD 29 (??/??/92) 1042.253  (m)         3419.46   (f) ADJ UNCH    2 0
 SS0665
 SS0665.Superseded values are not recommended for survey control.
 SS0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0665.See file dsdata.txt to determine how the superseded data were derived.
 SS0665
 SS0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT809972(NAD 83)
 SS0665_MARKER: DR = REFERENCE MARK DISK
 SS0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0665_STAMPING: J 4 X NO. 2 1961
 SS0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0665+STABILITY: SURFACE MOTION
 SS0665
 SS0665  HISTORY     - Date     Condition        Report By
 SS0665  HISTORY     - 1961     MONUMENTED       CGS
 SS0665
 SS0665                          STATION DESCRIPTION
 SS0665
 SS0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0665'17.4 MI W FROM CARTER.
 SS0665'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0665'CARTER, THENCE 12.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.0 MILES
 SS0665'NORTH ALONG A COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD,
 SS0665'THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.7 MILE WEST ALONG
 SS0665'A COUNTY ROAD, 0.1 MILE SOUTH-SOUTHWEST OF J 4 X, 176 FEET
 SS0665'WEST-SOUTHWEST OF THE CENTER OF THE T JUNCTION OF A ROAD NORTH, 34
 SS0665'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE,
 SS0665'1.0 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SS0665'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0746 ***********************************************************************
 SS0746  DESIGNATION -  J 40
 SS0746  PID         -  SS0746
 SS0746  STATE/COUNTY-  MT/CASCADE
 SS0746  USGS QUAD   -  FIFE (1994)
 SS0746
 SS0746                         *CURRENT SURVEY CONTROL
 SS0746  ___________________________________________________________________
 SS0746* NAD 83(1986)-  47 28 50.     (N)    111 04 10.     (W)     SCALED    
 SS0746* NAVD 88     -      1076.246  (meters)    3530.98   (feet)  ADJUSTED  
 SS0746  ___________________________________________________________________
 SS0746  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 SS0746  DYNAMIC HT  -        1076.180 (meters)    3530.77  (feet)  COMP
 SS0746  MODELED GRAV-     980,514.3   (mgal)                       NAVD 88
 SS0746
 SS0746  VERT ORDER  -  FIRST     CLASS II
 SS0746
 SS0746.The horizontal coordinates were scaled from a topographic map and have
 SS0746.an estimated accuracy of +/- 6 seconds.
 SS0746
 SS0746.The orthometric height was determined by differential leveling
 SS0746.and adjusted by the National Geodetic Survey in June 1991..
 SS0746.WARNING-Repeat measurements at this control monument indicate possible
 SS0746.vertical movement.
 SS0746
 SS0746.The geoid height was determined by GEOID03.
 SS0746
 SS0746.The dynamic height is computed by dividing the NAVD 88
 SS0746.geopotential number by the normal gravity value computed on the
 SS0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0746.degrees latitude (g = 980.6199 gals.).
 SS0746
 SS0746.The modeled gravity was interpolated from observed gravity values.
 SS0746
 SS0746;                    North         East    Units  Estimated Accuracy
 SS0746;SPC MT       -   360,160.      481,790.      MT  (+/- 180 meters Scaled)
 SS0746
 SS0746                          SUPERSEDED SURVEY CONTROL
 SS0746
 SS0746  NGVD 29 (??/??/92) 1075.353  (m)         3528.05   (f) ADJ UNCH    1 2
 SS0746
 SS0746.Superseded values are not recommended for survey control.
 SS0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0746.See file dsdata.txt to determine how the superseded data were derived.
 SS0746
 SS0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT947585(NAD 83)
 SS0746_MARKER: DB = BENCH MARK DISK
 SS0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0746_STAMPING: J 40 1931
 SS0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0746+STABILITY: SURFACE MOTION
 SS0746
 SS0746  HISTORY     - Date     Condition        Report By
 SS0746  HISTORY     - 1931     MONUMENTED       CGS
 SS0746  HISTORY     - 1961     GOOD             NGS
 SS0746  HISTORY     - 1965     MARK NOT FOUND   USGS
 SS0746
 SS0746                          STATION DESCRIPTION
 SS0746
 SS0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0746'3.05 MI NW FROM FIFE.
 SS0746'ABOUT 3.05 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0746'STATION AT FIFE, IN SECTION 23, T 20 N, R 5 E, 13 1/2 POLES WEST OF
 SS0746'MILEPOST 207, 8 1/2 POLES EAST OF A PRIVATE ROAD CROSSING, 196 FEET
 SS0746'NORTH OF THE NORTH RAIL, 149 FEET NORTHWEST OF THE 13TH POLE WEST OF
 SS0746'MILEPOST 207, 1.0 FOOT NORTH OF A METAL POST, ABOUT 4 FEET BELOW THE
 SS0746'LEVEL OF THE TRACK, AND SET IN THE TOP OF CONCRETE POST WHICH IS 6
 SS0746'INCHES BELOW THE LEVEL OF THE GROUND.  NOTE-- AREA UNDER CULTIVATION
 SS0746'AND GUARD POST REMOVED.
 SS0746
 SS0746                          STATION RECOVERY (1965)
 SS0746
 SS0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SS0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0075 ***********************************************************************
 SS0075  DESIGNATION -  J 41
 SS0075  PID         -  SS0075
 SS0075  STATE/COUNTY-  MT/JUDITH BASIN
 SS0075  USGS QUAD   -  MERINO (1978)
 SS0075
 SS0075                         *CURRENT SURVEY CONTROL
 SS0075  ___________________________________________________________________
 SS0075* NAD 83(1986)-  47 13 03.     (N)    110 16 03.     (W)     SCALED    
 SS0075* NAVD 88     -      1257.627  (meters)    4126.06   (feet)  ADJUSTED  
 SS0075  ___________________________________________________________________
 SS0075  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 SS0075  DYNAMIC HT  -        1257.474 (meters)    4125.56  (feet)  COMP
 SS0075  MODELED GRAV-     980,447.7   (mgal)                       NAVD 88
 SS0075
 SS0075  VERT ORDER  -  FIRST     CLASS II
 SS0075
 SS0075.The horizontal coordinates were scaled from a topographic map and have
 SS0075.an estimated accuracy of +/- 6 seconds.
 SS0075
 SS0075.The orthometric height was determined by differential leveling
 SS0075.and adjusted by the National Geodetic Survey in June 1991..
 SS0075.WARNING-Repeat measurements at this control monument indicate possible
 SS0075.vertical movement.
 SS0075
 SS0075.The geoid height was determined by GEOID03.
 SS0075
 SS0075.The dynamic height is computed by dividing the NAVD 88
 SS0075.geopotential number by the normal gravity value computed on the
 SS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0075.degrees latitude (g = 980.6199 gals.).
 SS0075
 SS0075.The modeled gravity was interpolated from observed gravity values.
 SS0075
 SS0075;                    North         East    Units  Estimated Accuracy
 SS0075;SPC MT       -   330,030.      541,900.      MT  (+/- 180 meters Scaled)
 SS0075
 SS0075                          SUPERSEDED SURVEY CONTROL
 SS0075
 SS0075  NGVD 29 (??/??/92) 1256.714  (m)         4123.07   (f) ADJ UNCH    1 2
 SS0075
 SS0075.Superseded values are not recommended for survey control.
 SS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0075.See file dsdata.txt to determine how the superseded data were derived.
 SS0075
 SS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT554295(NAD 83)
 SS0075_MARKER: DB = BENCH MARK DISK
 SS0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0075_STAMPING: J 41 1931
 SS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0075+STABILITY: SURFACE MOTION
 SS0075
 SS0075  HISTORY     - Date     Condition        Report By
 SS0075  HISTORY     - 1931     MONUMENTED       CGS
 SS0075  HISTORY     - 1961     GOOD             NGS
 SS0075
 SS0075                          STATION DESCRIPTION
 SS0075
 SS0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0075'5.35 MI NW FROM STANFORD.
 SS0075'ABOUT 5.35 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0075'STATION AT STANFORD, IN SECTION 24, T 17 N, R 11 E, 0.2 MILE SOUTHEAST
 SS0075'OF THE GRAIN ELEVATORS AT THE RAILROAD SIDING SIGN AT DOVER, 10 POLES
 SS0075'NORTHWEST OF MILEPOST 159, 8 1/2 RAILS SOUTHEAST OF THE SWITCH STAND
 SS0075'AT THE SOUTHEAST END OF DOVER SIDING, 96 1/2 FEET SOUTHWEST OF THE
 SS0075'SOUTHWEST RAIL, 28 FEET WEST OF A TELEPHONE POLE, 1.1 FEET SOUTHWEST
 SS0075'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 SS0075'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0373 ***********************************************************************
 RV0373  DESIGNATION -  J 42
 RV0373  PID         -  RV0373
 RV0373  STATE/COUNTY-  MT/JUDITH BASIN
 RV0373  USGS QUAD   -  BUFFALO (1970)
 RV0373
 RV0373                         *CURRENT SURVEY CONTROL
 RV0373  ___________________________________________________________________
 RV0373* NAD 83(1986)-  46 47 09.     (N)    109 48 07.     (W)     SCALED    
 RV0373* NAVD 88     -      1337.092  (meters)    4386.78   (feet)  ADJUSTED  
 RV0373  ___________________________________________________________________
 RV0373  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 RV0373  DYNAMIC HT  -        1336.843 (meters)    4385.96  (feet)  COMP
 RV0373  MODELED GRAV-     980,380.7   (mgal)                       NAVD 88
 RV0373
 RV0373  VERT ORDER  -  FIRST     CLASS II
 RV0373
 RV0373.The horizontal coordinates were scaled from a topographic map and have
 RV0373.an estimated accuracy of +/- 6 seconds.
 RV0373
 RV0373.The orthometric height was determined by differential leveling
 RV0373.and adjusted by the National Geodetic Survey in June 1991..
 RV0373
 RV0373.The geoid height was determined by GEOID03.
 RV0373
 RV0373.The dynamic height is computed by dividing the NAVD 88
 RV0373.geopotential number by the normal gravity value computed on the
 RV0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0373.degrees latitude (g = 980.6199 gals.).
 RV0373
 RV0373.The modeled gravity was interpolated from observed gravity values.
 RV0373
 RV0373;                    North         East    Units  Estimated Accuracy
 RV0373;SPC MT       -   281,830.      576,960.      MT  (+/- 180 meters Scaled)
 RV0373
 RV0373                          SUPERSEDED SURVEY CONTROL
 RV0373
 RV0373  NGVD 29 (??/??/92) 1336.137  (m)         4383.64   (f) ADJ UNCH    1 2
 RV0373
 RV0373.Superseded values are not recommended for survey control.
 RV0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0373.See file dsdata.txt to determine how the superseded data were derived.
 RV0373
 RV0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS914820(NAD 83)
 RV0373_MARKER: DB = BENCH MARK DISK
 RV0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0373_SP_SET: CULVERT
 RV0373_STAMPING: J 42 1931
 RV0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0373
 RV0373  HISTORY     - Date     Condition        Report By
 RV0373  HISTORY     - 1931     MONUMENTED       CGS
 RV0373  HISTORY     - 1961     GOOD             NGS
 RV0373
 RV0373                          STATION DESCRIPTION
 RV0373
 RV0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0373'2.75 MI SE FROM BUFFALO.
 RV0373'ABOUT 2.75 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0373'STATION SIGN AT BUFFALO, IN THE CENTER OF THE TOP OF THE NORTHEAST
 RV0373'CONCRETE HEAD WALL OF A LARGE CONCRETE BOX CULVERT THAT SERVES AS A
 RV0373'CATTLE UNDERPASS, 11.3 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT
 RV0373'5 INCHES BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0649 ***********************************************************************
 TM0649  DESIGNATION -  J 422
 TM0649  PID         -  TM0649
 TM0649  STATE/COUNTY-  MT/GLACIER
 TM0649  USGS QUAD   -  CUT BANK (1980)
 TM0649
 TM0649                         *CURRENT SURVEY CONTROL
 TM0649  ___________________________________________________________________
 TM0649* NAD 83(1986)-  48 38 03.     (N)    112 20 56.     (W)     SCALED    
 TM0649* NAVD 88     -      1099.784  (meters)    3608.21   (feet)  ADJUSTED  
 TM0649  ___________________________________________________________________
 TM0649  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0649  DYNAMIC HT  -        1099.820 (meters)    3608.33  (feet)  COMP
 TM0649  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 TM0649
 TM0649  VERT ORDER  -  FIRST     CLASS II
 TM0649
 TM0649.The horizontal coordinates were scaled from a topographic map and have
 TM0649.an estimated accuracy of +/- 6 seconds.
 TM0649
 TM0649.The orthometric height was determined by differential leveling
 TM0649.and adjusted by the National Geodetic Survey in June 1991..
 TM0649
 TM0649.The geoid height was determined by GEOID03.
 TM0649
 TM0649.The dynamic height is computed by dividing the NAVD 88
 TM0649.geopotential number by the normal gravity value computed on the
 TM0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0649.degrees latitude (g = 980.6199 gals.).
 TM0649
 TM0649.The modeled gravity was interpolated from observed gravity values.
 TM0649
 TM0649;                    North         East    Units  Estimated Accuracy
 TM0649;SPC MT       -   491,010.      390,110.      MT  (+/- 180 meters Scaled)
 TM0649
 TM0649                          SUPERSEDED SURVEY CONTROL
 TM0649
 TM0649.No superseded survey control is available for this station.
 TM0649
 TM0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU006876(NAD 83)
 TM0649_MARKER: DB = BENCH MARK DISK
 TM0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TM0649_SP_SET: BRIDGE GUARD RAIL
 TM0649_STAMPING: J 422 1978
 TM0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0649
 TM0649  HISTORY     - Date     Condition        Report By
 TM0649  HISTORY     - 1978     MONUMENTED       NGS
 TM0649
 TM0649                          STATION DESCRIPTION
 TM0649
 TM0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0649'IN CUT BANK.
 TM0649'IN TOP OF THE SOUTHWEST END OF THE NORTHWEST GUARD RAIL OF A CONCRETE
 TM0649'BRIDGE OVER THE CUT BANK RIVER IN CUT BANK, 15 FEET NORTHWEST OF THE
 TM0649'CENTERLINE OF HIGHWAY 2, AND 1 FOOT NORTHEAST OF THE SOUTHWEST END OF
 TM0649'THE GUARD RAIL.
 TM0649'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0658 ***********************************************************************
 TM0658  DESIGNATION -  J 423
 TM0658  PID         -  TM0658
 TM0658  STATE/COUNTY-  MT/GLACIER
 TM0658  USGS QUAD   -  MISSION LAKE EAST (1968)
 TM0658
 TM0658                         *CURRENT SURVEY CONTROL
 TM0658  ___________________________________________________________________
 TM0658* NAD 83(1986)-  48 37 28.     (N)    112 32 33.     (W)     SCALED    
 TM0658* NAVD 88     -      1222.134  (meters)    4009.62   (feet)  ADJUSTED  
 TM0658  ___________________________________________________________________
 TM0658  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 TM0658  DYNAMIC HT  -        1222.152 (meters)    4009.68  (feet)  COMP
 TM0658  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 TM0658
 TM0658  VERT ORDER  -  FIRST     CLASS II
 TM0658
 TM0658.The horizontal coordinates were scaled from a topographic map and have
 TM0658.an estimated accuracy of +/- 6 seconds.
 TM0658
 TM0658.The orthometric height was determined by differential leveling
 TM0658.and adjusted by the National Geodetic Survey in June 1991..
 TM0658
 TM0658.The geoid height was determined by GEOID03.
 TM0658
 TM0658.The dynamic height is computed by dividing the NAVD 88
 TM0658.geopotential number by the normal gravity value computed on the
 TM0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0658.degrees latitude (g = 980.6199 gals.).
 TM0658
 TM0658.The modeled gravity was interpolated from observed gravity values.
 TM0658
 TM0658;                    North         East    Units  Estimated Accuracy
 TM0658;SPC MT       -   490,460.      375,810.      MT  (+/- 180 meters Scaled)
 TM0658
 TM0658                          SUPERSEDED SURVEY CONTROL
 TM0658
 TM0658.No superseded survey control is available for this station.
 TM0658
 TM0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU863868(NAD 83)
 TM0658_MARKER: DB = BENCH MARK DISK
 TM0658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0658_SP_SET: STAINLESS STEEL ROD
 TM0658_STAMPING: J 423 1978
 TM0658_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0658_ROD/PIPE-DEPTH: 6.10 meters
 TM0658
 TM0658  HISTORY     - Date     Condition        Report By
 TM0658  HISTORY     - 1978     MONUMENTED       NGS
 TM0658
 TM0658                          STATION DESCRIPTION
 TM0658
 TM0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0658'8.9 MI WEST FROM CUT BANK.
 TM0658'ABOUT 8.9 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK
 TM0658'RIVER IN CUT BANK.  STATION IS LOCATED AT A GUY WIRE OF A POWER POLE
 TM0658'WITH A SUPPORT POLE, 0.05 MILE EAST OF HIGHWAY MILE POST 245, 47 FEET
 TM0658'NORTH OF THE CENTERLINE OF HIGHWAY 2, 19 FEET NORTH OF A POWER POLE,
 TM0658'2 FEET SOUTHWEST OF A GUY WIRE, AND 1 FOOT EAST OF A WITNESS POST.
 TM0658'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4
 TM0658'INCH PLASTIC SCREW PLUG.
 TM0658'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0689 ***********************************************************************
 TM0689  DESIGNATION -  J 424
 TM0689  PID         -  TM0689
 TM0689  STATE/COUNTY-  MT/GLACIER
 TM0689  USGS QUAD   -  BROWNING (1968)
 TM0689
 TM0689                         *CURRENT SURVEY CONTROL
 TM0689  ___________________________________________________________________
 TM0689* NAD 83(1986)-  48 31 58.     (N)    113 02 58.     (W)     SCALED    
 TM0689* NAVD 88     -      1392.182  (meters)    4567.52   (feet)  ADJUSTED  
 TM0689  ___________________________________________________________________
 TM0689  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 TM0689  DYNAMIC HT  -        1392.136 (meters)    4567.37  (feet)  COMP
 TM0689  MODELED GRAV-     980,528.6   (mgal)                       NAVD 88
 TM0689
 TM0689  VERT ORDER  -  FIRST     CLASS II
 TM0689
 TM0689.The horizontal coordinates were scaled from a topographic map and have
 TM0689.an estimated accuracy of +/- 6 seconds.
 TM0689
 TM0689.The orthometric height was determined by differential leveling
 TM0689.and adjusted by the National Geodetic Survey in June 1991..
 TM0689
 TM0689.The geoid height was determined by GEOID03.
 TM0689
 TM0689.The dynamic height is computed by dividing the NAVD 88
 TM0689.geopotential number by the normal gravity value computed on the
 TM0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0689.degrees latitude (g = 980.6199 gals.).
 TM0689
 TM0689.The modeled gravity was interpolated from observed gravity values.
 TM0689
 TM0689;                    North         East    Units  Estimated Accuracy
 TM0689;SPC MT       -   481,850.      338,020.      MT  (+/- 180 meters Scaled)
 TM0689
 TM0689                          SUPERSEDED SURVEY CONTROL
 TM0689
 TM0689.No superseded survey control is available for this station.
 TM0689
 TM0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU487775(NAD 83)
 TM0689_MARKER: DB = BENCH MARK DISK
 TM0689_SETTING: 66 = SET IN ROCK OUTCROP
 TM0689_SP_SET: ROCK OUTCROP
 TM0689_STAMPING: J 424 1978
 TM0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0689+STABILITY: POSITION/ELEVATION WELL
 TM0689
 TM0689  HISTORY     - Date     Condition        Report By
 TM0689  HISTORY     - 1978     MONUMENTED       NGS
 TM0689
 TM0689                          STATION DESCRIPTION
 TM0689
 TM0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0689'2.2 MI SW FROM BROWNING.
 TM0689'2.2 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0689'BROWNING, 0.1 MILE SOUTHWEST OF A POND ALONG THE HIGHWAY.  AT THE
 TM0689'CUTBANK ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND SET IN THE TOP OF
 TM0689'THE EXPOSED OUTCROP, 34 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 TM0689'2, 42 FEET NORTHEAST OF TELEPHONE POLE NUMBER 2, 78 FEET SOUTHWEST
 TM0689'OF WHITE CROSSES, AND 5 FEET NORTHEAST OF A WITNESS POST.
 TM0689'THE MARK IS 5 FT  NE FROM A WITNESS POST.
 TM0689'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0539 ***********************************************************************
 TN0539  DESIGNATION -  J 425
 TN0539  PID         -  TN0539
 TN0539  STATE/COUNTY-  MT/LINCOLN
 TN0539  USGS QUAD   -  EUREKA NORTH (1983)
 TN0539
 TN0539                         *CURRENT SURVEY CONTROL
 TN0539  ___________________________________________________________________
 TN0539* NAD 83(1986)-  48 54 18.     (N)    115 03 30.     (W)     SCALED    
 TN0539* NAVD 88     -       817.457  (meters)    2681.94   (feet)  ADJUSTED  
 TN0539  ___________________________________________________________________
 TN0539  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 TN0539  DYNAMIC HT  -         817.515 (meters)    2682.13  (feet)  COMP
 TN0539  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 TN0539
 TN0539  VERT ORDER  -  FIRST     CLASS II
 TN0539
 TN0539.The horizontal coordinates were scaled from a topographic map and have
 TN0539.an estimated accuracy of +/- 6 seconds.
 TN0539
 TN0539.The orthometric height was determined by differential leveling
 TN0539.and adjusted by the National Geodetic Survey in June 1991..
 TN0539
 TN0539.The geoid height was determined by GEOID03.
 TN0539
 TN0539.The dynamic height is computed by dividing the NAVD 88
 TN0539.geopotential number by the normal gravity value computed on the
 TN0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0539.degrees latitude (g = 980.6199 gals.).
 TN0539
 TN0539.The modeled gravity was interpolated from observed gravity values.
 TN0539
 TN0539;                    North         East    Units  Estimated Accuracy
 TN0539;SPC MT       -   531,760.      192,880.      MT  (+/- 180 meters Scaled)
 TN0539
 TN0539                          SUPERSEDED SURVEY CONTROL
 TN0539
 TN0539.No superseded survey control is available for this station.
 TN0539
 TN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ422187(NAD 83)
 TN0539_MARKER: I = METAL ROD
 TN0539_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TN0539_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TN0539_STAMPING: J 425 1978
 TN0539_PROJECTION: FLUSH
 TN0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0539+STABILITY: POSITION/ELEVATION WELL
 TN0539_ROD/PIPE-DEPTH: 10.4 meters
 TN0539_SLEEVE-DEPTH  : 7.01 meters
 TN0539
 TN0539  HISTORY     - Date     Condition        Report By
 TN0539  HISTORY     - 1978     MONUMENTED       NGS
 TN0539  HISTORY     - 1980     GOOD             NGS
 TN0539
 TN0539                          STATION DESCRIPTION
 TN0539
 TN0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TN0539'400
 TN0539'1.75 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0539'EUREKA, SET IN THE APPROXIMATE CENTER OF A SMALL TRIANGULAR SHAPED
 TN0539'LAWN OF THE KSANKA INN MOTEL, AT THE JUNCTION OF STATE HIGHWAY 37,
 TN0539'123 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 93, 96 FEET NORTH
 TN0539'OF THE NORTH FACE OF THE SOUTHERNMOST MOTEL BUILDING, 56 FEET
 TN0539'SOUTHEAST OF A LIGHT POLE AND TELEPHONE BOOTH, 36 FEET EAST OF THE
 TN0539'WEST CURB OF THE LAWN AND 20 FEET SOUTHWEST OF THE NORTHEAST CURB
 TN0539'OF THE LAWN.
 TN0539'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 TN0539
 TN0539                          STATION RECOVERY (1980)
 TN0539
 TN0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0539'1.7 MI NORTH FROM EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0720 ***********************************************************************
 TM0720  DESIGNATION -  J 426
 TM0720  PID         -  TM0720
 TM0720  STATE/COUNTY-  MT/FLATHEAD
 TM0720  USGS QUAD   -  SUMMIT (1995)
 TM0720
 TM0720                         *CURRENT SURVEY CONTROL
 TM0720  ___________________________________________________________________
 TM0720* NAD 83(1986)-  48 18 15.     (N)    113 21 47.     (W)     SCALED    
 TM0720* NAVD 88     -      1571.686  (meters)    5156.44   (feet)  ADJUSTED  
 TM0720  ___________________________________________________________________
 TM0720  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 TM0720  DYNAMIC HT  -        1571.537 (meters)    5155.95  (feet)  COMP
 TM0720  MODELED GRAV-     980,460.1   (mgal)                       NAVD 88
 TM0720
 TM0720  VERT ORDER  -  FIRST     CLASS II
 TM0720
 TM0720.The horizontal coordinates were scaled from a topographic map and have
 TM0720.an estimated accuracy of +/- 6 seconds.
 TM0720
 TM0720.The orthometric height was determined by differential leveling
 TM0720.and adjusted by the National Geodetic Survey in June 1991..
 TM0720
 TM0720.The geoid height was determined by GEOID03.
 TM0720
 TM0720.The dynamic height is computed by dividing the NAVD 88
 TM0720.geopotential number by the normal gravity value computed on the
 TM0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0720.degrees latitude (g = 980.6199 gals.).
 TM0720
 TM0720.The modeled gravity was interpolated from observed gravity values.
 TM0720
 TM0720;                    North         East    Units  Estimated Accuracy
 TM0720;SPC MT       -   457,570.      313,630.      MT  (+/- 180 meters Scaled)
 TM0720
 TM0720                          SUPERSEDED SURVEY CONTROL
 TM0720
 TM0720.No superseded survey control is available for this station.
 TM0720
 TM0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU247528(NAD 83)
 TM0720_MARKER: DB = BENCH MARK DISK
 TM0720_SETTING: 66 = SET IN ROCK OUTCROP
 TM0720_SP_SET: ROCK OUTCROP
 TM0720_STAMPING: J 426 1978
 TM0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0720+STABILITY: POSITION/ELEVATION WELL
 TM0720
 TM0720  HISTORY     - Date     Condition        Report By
 TM0720  HISTORY     - 1978     MONUMENTED       NGS
 TM0720
 TM0720                          STATION DESCRIPTION
 TM0720
 TM0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0720'12.6 MI SW FROM EAST GLACIER.
 TM0720'12.6 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0720'EAST GLACIER, 0.35 MILE SOUTHWEST OF HIGHWAY MILE POST 197.  AT THE
 TM0720'NORTH END OF A SHARP CURVE IN THE HIGHWAY, SET IN THE LOWER PORTION
 TM0720'OF AN OUTCROP IN A CUTBANK ON THE EAST SIDE OF THE HIGHWAY, 110 FEET
 TM0720'NORTH OF THE NORTH END OF THE EAST GUARD RAIL, 28 FEET EAST OF THE
 TM0720'CENTERLINE OF HIGHWAY 2, AND 1 FOOT NORTH OF A WITNESS POST.
 TM0720'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0480 ***********************************************************************
 TL0480  DESIGNATION -  J 427
 TL0480  PID         -  TL0480
 TL0480  STATE/COUNTY-  MT/LIBERTY
 TL0480  USGS QUAD   -  JOPLIN (1963)
 TL0480
 TL0480                         *CURRENT SURVEY CONTROL
 TL0480  ___________________________________________________________________
 TL0480* NAD 83(1986)-  48 32 17.     (N)    110 52 00.     (W)     SCALED    
 TL0480* NAVD 88     -      1019.920  (meters)    3346.19   (feet)  ADJUSTED  
 TL0480  ___________________________________________________________________
 TL0480  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 TL0480  DYNAMIC HT  -        1020.000 (meters)    3346.45  (feet)  COMP
 TL0480  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 TL0480
 TL0480  VERT ORDER  -  FIRST     CLASS II
 TL0480
 TL0480.The horizontal coordinates were scaled from a topographic map and have
 TL0480.an estimated accuracy of +/- 6 seconds.
 TL0480
 TL0480.The orthometric height was determined by differential leveling
 TL0480.and adjusted by the National Geodetic Survey in June 1991..
 TL0480
 TL0480.The geoid height was determined by GEOID03.
 TL0480
 TL0480.The dynamic height is computed by dividing the NAVD 88
 TL0480.geopotential number by the normal gravity value computed on the
 TL0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0480.degrees latitude (g = 980.6199 gals.).
 TL0480
 TL0480.The modeled gravity was interpolated from observed gravity values.
 TL0480
 TL0480;                    North         East    Units  Estimated Accuracy
 TL0480;SPC MT       -   477,380.      499,110.      MT  (+/- 180 meters Scaled)
 TL0480
 TL0480                          SUPERSEDED SURVEY CONTROL
 TL0480
 TL0480.No superseded survey control is available for this station.
 TL0480
 TL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU098761(NAD 83)
 TL0480_MARKER: DB = BENCH MARK DISK
 TL0480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0480_SP_SET: STAINLESS STEEL ROD
 TL0480_STAMPING: J 427 1979
 TL0480_PROJECTION: FLUSH
 TL0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0480_ROD/PIPE-DEPTH: 6.10 meters
 TL0480
 TL0480  HISTORY     - Date     Condition        Report By
 TL0480  HISTORY     - 1979     MONUMENTED       NGS
 TL0480
 TL0480                          STATION DESCRIPTION
 TL0480
 TL0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0480'4.8 MI ENE FROM CHESTER.
 TL0480'4.8 MILES EAST AND NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD
 TL0480'STATION IN CHESTER, 0.1 MILE SOUTHWEST OF THE JUNCTION OF BISON ROAD,
 TL0480'ALSO, 4.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TL0480'HIGHWAY 224 IN JOPLIN, 225 FEET WEST-SOUTHWEST OF A UTILITY POLE, 75.4
 TL0480'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND 49.5 FEET SOUTHEAST
 TL0480'OF MILE MARKER 327.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 TL0480'PLUG.
 TL0480'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0433 ***********************************************************************
 TN0433  DESIGNATION -  J 428
 TN0433  PID         -  TN0433
 TN0433  STATE/COUNTY-  MT/FLATHEAD
 TN0433  USGS QUAD   -  KALISPELL (1994)
 TN0433
 TN0433                         *CURRENT SURVEY CONTROL
 TN0433  ___________________________________________________________________
 TN0433* NAD 83(1986)-  48 14 26.     (N)    114 16 36.     (W)     SCALED    
 TN0433* NAVD 88     -       892.409  (meters)    2927.85   (feet)  ADJUSTED  
 TN0433  ___________________________________________________________________
 TN0433  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TN0433  DYNAMIC HT  -         892.395 (meters)    2927.80  (feet)  COMP
 TN0433  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 TN0433
 TN0433  VERT ORDER  -  FIRST     CLASS II
 TN0433
 TN0433.The horizontal coordinates were scaled from a topographic map and have
 TN0433.an estimated accuracy of +/- 6 seconds.
 TN0433
 TN0433.The orthometric height was determined by differential leveling
 TN0433.and adjusted by the National Geodetic Survey in June 1991..
 TN0433
 TN0433.The geoid height was determined by GEOID03.
 TN0433
 TN0433.The dynamic height is computed by dividing the NAVD 88
 TN0433.geopotential number by the normal gravity value computed on the
 TN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0433.degrees latitude (g = 980.6199 gals.).
 TN0433
 TN0433.The modeled gravity was interpolated from observed gravity values.
 TN0433
 TN0433;                    North         East    Units  Estimated Accuracy
 TN0433;SPC MT       -   454,240.      245,550.      MT  (+/- 180 meters Scaled)
 TN0433
 TN0433                          SUPERSEDED SURVEY CONTROL
 TN0433
 TN0433.No superseded survey control is available for this station.
 TN0433
 TN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP021466(NAD 83)
 TN0433_MARKER: DB = BENCH MARK DISK
 TN0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0433_SP_SET: STAINLESS STEEL ROD
 TN0433_STAMPING: J 428 1979
 TN0433_PROJECTION: RECESSED 5 CENTIMETERS
 TN0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0433_ROD/PIPE-DEPTH: 4.57 meters
 TN0433
 TN0433  HISTORY     - Date     Condition        Report By
 TN0433  HISTORY     - 1979     MONUMENTED       NGS
 TN0433
 TN0433                          STATION DESCRIPTION
 TN0433
 TN0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0433'3.9 MI NE FROM KALISPELL.
 TN0433'2.05 MILES EAST ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH HIGHWAY
 TN0433'93 IN KALISPELL, THENCE 1.85 MILES NORTHEAST ALONG LASALLE ROAD, SET
 TN0433'BETWEEN POWER POLE AND GUY WIRE, AT THE NORTHWEST CORNER OF THE
 TN0433'INTERSECTION OF W. RESERVE DRIVE AND LASALLE ROAD, 16.5 FEET WEST OF
 TN0433'THE WEST CURB OF THE ROAD, 16.5 FEET NORTH OF THE NORTH CURB OF
 TN0433'RESERVE DRIVE, 8 FEET SOUTH OF THE EAST LEG OF A LUMBER SIGN AND 7
 TN0433'FEET NORTH OF POWER POLE NO. J 28-18 WITH GUY WIRE.
 TN0433'THE MARK IS 1 FT  E FROM A WITNESS POST.
 TN0433'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1303 ***********************************************************************
 SS1303  DESIGNATION -  J 429
 SS1303  PID         -  SS1303
 SS1303  STATE/COUNTY-  MT/TETON
 SS1303  USGS QUAD   -  DUTTON NW (1987)
 SS1303
 SS1303                         *CURRENT SURVEY CONTROL
 SS1303  ___________________________________________________________________
 SS1303* NAD 83(1986)-  47 54 05.     (N)    111 42 28.     (W)     SCALED    
 SS1303* NAVD 88     -      1078.073  (meters)    3536.98   (feet)  ADJUSTED  
 SS1303  ___________________________________________________________________
 SS1303  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SS1303  DYNAMIC HT  -        1078.052 (meters)    3536.91  (feet)  COMP
 SS1303  MODELED GRAV-     980,555.2   (mgal)                       NAVD 88
 SS1303
 SS1303  VERT ORDER  -  FIRST     CLASS II
 SS1303
 SS1303.The horizontal coordinates were scaled from a topographic map and have
 SS1303.an estimated accuracy of +/- 6 seconds.
 SS1303
 SS1303.The orthometric height was determined by differential leveling
 SS1303.and adjusted by the National Geodetic Survey in June 1991..
 SS1303
 SS1303.The geoid height was determined by GEOID03.
 SS1303
 SS1303.The dynamic height is computed by dividing the NAVD 88
 SS1303.geopotential number by the normal gravity value computed on the
 SS1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1303.degrees latitude (g = 980.6199 gals.).
 SS1303
 SS1303.The modeled gravity was interpolated from observed gravity values.
 SS1303
 SS1303;                    North         East    Units  Estimated Accuracy
 SS1303;SPC MT       -   408,060.      435,030.      MT  (+/- 180 meters Scaled)
 SS1303
 SS1303                          SUPERSEDED SURVEY CONTROL
 SS1303
 SS1303.No superseded survey control is available for this station.
 SS1303
 SS1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU471055(NAD 83)
 SS1303_MARKER: DB = BENCH MARK DISK
 SS1303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1303_SP_SET: STAINLESS STEEL ROD
 SS1303_STAMPING: J 429 1979
 SS1303_PROJECTION: FLUSH
 SS1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1303_ROD/PIPE-DEPTH: 7.62 meters
 SS1303
 SS1303  HISTORY     - Date     Condition        Report By
 SS1303  HISTORY     - 1979     MONUMENTED       NGS
 SS1303
 SS1303                          STATION DESCRIPTION
 SS1303
 SS1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1303'3.7 MI NORTH FROM DUTTON.
 SS1303'3.7 MILES NORTH ALONG U.S. INTERSTATE HIGHWAY 15 FROM THE STATE
 SS1303'HIGHWAY 379 OVERPASS IN DUTTON, 0.1 MILE NORTH OF AN OVERPASS, 133
 SS1303'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 SS1303'102 FEET WEST OF MILE MARKER NUMBER 317, AND 2.4 FEET EAST OF A
 SS1303'FENCE.  NOTE=ACCESS TO DISK IS THROUGH A 4 INCH PLASTIC SCREW PLUG.
 SS1303'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SS1303'THE MARK IS 6 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0221 ***********************************************************************
 RV0221  DESIGNATION -  J 43
 RV0221  PID         -  RV0221
 RV0221  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0221  USGS QUAD   -  CUSHMAN (1986)
 RV0221
 RV0221                         *CURRENT SURVEY CONTROL
 RV0221  ___________________________________________________________________
 RV0221* NAD 83(1986)-  46 19 57.     (N)    109 06 26.     (W)     SCALED    
 RV0221* NAVD 88     -      1104.761  (meters)    3624.54   (feet)  ADJUSTED  
 RV0221  ___________________________________________________________________
 RV0221  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 RV0221  DYNAMIC HT  -        1104.576 (meters)    3623.93  (feet)  COMP
 RV0221  MODELED GRAV-     980,408.9   (mgal)                       NAVD 88
 RV0221
 RV0221  VERT ORDER  -  FIRST     CLASS II
 RV0221
 RV0221.The horizontal coordinates were scaled from a topographic map and have
 RV0221.an estimated accuracy of +/- 6 seconds.
 RV0221
 RV0221.The orthometric height was determined by differential leveling
 RV0221.and adjusted by the National Geodetic Survey in June 1991..
 RV0221
 RV0221.The geoid height was determined by GEOID03.
 RV0221
 RV0221.The dynamic height is computed by dividing the NAVD 88
 RV0221.geopotential number by the normal gravity value computed on the
 RV0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0221.degrees latitude (g = 980.6199 gals.).
 RV0221
 RV0221.The modeled gravity was interpolated from observed gravity values.
 RV0221
 RV0221;                    North         East    Units  Estimated Accuracy
 RV0221;SPC MT       -   231,490.      630,230.      MT  (+/- 180 meters Scaled)
 RV0221
 RV0221                          SUPERSEDED SURVEY CONTROL
 RV0221
 RV0221  NGVD 29 (??/??/92) 1103.918  (m)         3621.77   (f) ADJ UNCH    1 2
 RV0221
 RV0221.Superseded values are not recommended for survey control.
 RV0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0221.See file dsdata.txt to determine how the superseded data were derived.
 RV0221
 RV0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS456327(NAD 83)
 RV0221_MARKER: DB = BENCH MARK DISK
 RV0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RV0221_SP_SET: CULVERT
 RV0221_STAMPING: J 43 1931
 RV0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0221
 RV0221  HISTORY     - Date     Condition        Report By
 RV0221  HISTORY     - 1931     MONUMENTED       CGS
 RV0221  HISTORY     - 1962     GOOD             NGS
 RV0221
 RV0221                          STATION DESCRIPTION
 RV0221
 RV0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0221'4.95 MI NW FROM CUSHMAN.
 RV0221'4.95 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0221'CROSSING AT CUSHMAN, 4 1/2 POLES EAST OF MILEPOST 61, IN THE TOP OF
 RV0221'THE NORTH CONCRETE HEAD WALL OF BOX CULVERT 60.86, 12.5 FEET NORTH OF
 RV0221'THE NORTH RAIL, 11.0 FEET EAST OF THE WEST END OF THE HEAD WALL, 10.0
 RV0221'FEET WEST OF THE EAST END OF THE HEAD WALL, AND ABOUT 3 FEET LOWER
 RV0221'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1273 ***********************************************************************
 SS1273  DESIGNATION -  J 430
 SS1273  PID         -  SS1273
 SS1273  STATE/COUNTY-  MT/CASCADE
 SS1273  USGS QUAD   -  NORTHWEST GREAT FALL (1994)
 SS1273
 SS1273                         *CURRENT SURVEY CONTROL
 SS1273  ___________________________________________________________________
 SS1273* NAD 83(1986)-  47 30 30.     (N)    111 20 25.     (W)     SCALED    
 SS1273* NAVD 88     -      1015.720  (meters)    3332.41   (feet)  ADJUSTED  
 SS1273  ___________________________________________________________________
 SS1273  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 SS1273  DYNAMIC HT  -        1015.666 (meters)    3332.23  (feet)  COMP
 SS1273  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 SS1273  OBS GRAVITY -     980,524.3   (mgal)                       GRAV_OBS
 SS1273
 SS1273  VERT ORDER  -  FIRST     CLASS II
 SS1273
 SS1273.The horizontal coordinates were scaled from a topographic map and have
 SS1273.an estimated accuracy of +/- 6 seconds.
 SS1273
 SS1273.The orthometric height was determined by differential leveling
 SS1273.and adjusted by the National Geodetic Survey in June 1991..
 SS1273
 SS1273.The geoid height was determined by GEOID03.
 SS1273
 SS1273.The dynamic height is computed by dividing the NAVD 88
 SS1273.geopotential number by the normal gravity value computed on the
 SS1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1273.degrees latitude (g = 980.6199 gals.).
 SS1273
 SS1273.The modeled gravity was interpolated from observed gravity values.
 SS1273.The observed gravity was obtained from relative gravimeter ties
 SS1273.to the IGSN71 gravity network.
 SS1273
 SS1273;                    North         East    Units  Estimated Accuracy
 SS1273;SPC MT       -   363,690.      461,460.      MT  (+/- 180 meters Scaled)
 SS1273
 SS1273                          SUPERSEDED SURVEY CONTROL
 SS1273
 SS1273.No superseded survey control is available for this station.
 SS1273
 SS1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT743617(NAD 83)
 SS1273_MARKER: I = METAL ROD
 SS1273_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1273_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1273_STAMPING: J 430 1979
 SS1273_PROJECTION: FLUSH
 SS1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1273+STABILITY: POSITION/ELEVATION WELL
 SS1273_ROD/PIPE-DEPTH: 15.2 meters
 SS1273_SLEEVE-DEPTH  : 12.2 meters
 SS1273
 SS1273  HISTORY     - Date     Condition        Report By
 SS1273  HISTORY     - 1979     MONUMENTED       NGS
 SS1273
 SS1273                          STATION DESCRIPTION
 SS1273
 SS1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1273'IN GREAT FALLS.
 SS1273'1.6 MILES NORTH ALONG U.S. INTERSTATE HIGHWAY 15 FROM THE 10TH
 SS1273'AVENUE SOUTH BRIDGE ACROSS THE INTERSTATE IN GREAT FALLS, AND THENCE
 SS1273'0.2 MILE EAST ALONG CENTRAL AVENUE WEST, MARK IS SET AT THE NORTHEAST
 SS1273'QUADRANT OF THE CENTRAL AVENUE WEST BRIDGE ACROSS THE GREAT NORTHERN
 SS1273'RAILROAD TRACKS, 151 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 SS1273'BRIDGE, 102 FEET NORTHEAST OF THE NORTHEAST RAIL OF 5 SETS OF TRACKS,
 SS1273'65.9 FEET SOUTHWEST OF A POWER TRANSMISSION POLE WITH THREE GUY
 SS1273'WIRES, AND 59.1 FEET NORTH OF THE NORTH EDGE OF THE BRIDGE.  NOTE=
 SS1273'HIGH POINT IS 3 INCHES BELOW THE GROUND, ACCESS IS THROUGH A 5 INCH
 SS1273'LOGO CAP.  CLASS A MARK.
 SS1273'THE MARK IS 1 FT  ESE FROM A WITNESS POST.
 SS1273'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0406 ***********************************************************************
 TL0406  DESIGNATION -  J 431
 TL0406  PID         -  TL0406
 TL0406  STATE/COUNTY-  MT/TOOLE
 TL0406  USGS QUAD   -  SUNBURST (1986)
 TL0406
 TL0406                         *CURRENT SURVEY CONTROL
 TL0406  ___________________________________________________________________
 TL0406* NAD 83(1986)-  48 54 56.     (N)    111 55 18.     (W)     SCALED    
 TL0406* NAVD 88     -      1017.738  (meters)    3339.03   (feet)  ADJUSTED  
 TL0406  ___________________________________________________________________
 TL0406  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 TL0406  DYNAMIC HT  -        1017.842 (meters)    3339.37  (feet)  COMP
 TL0406  MODELED GRAV-     980,677.2   (mgal)                       NAVD 88
 TL0406
 TL0406  VERT ORDER  -  FIRST     CLASS II
 TL0406
 TL0406.The horizontal coordinates were scaled from a topographic map and have
 TL0406.an estimated accuracy of +/- 6 seconds.
 TL0406
 TL0406.The orthometric height was determined by differential leveling
 TL0406.and adjusted by the National Geodetic Survey in June 1991..
 TL0406
 TL0406.The geoid height was determined by GEOID03.
 TL0406
 TL0406.The dynamic height is computed by dividing the NAVD 88
 TL0406.geopotential number by the normal gravity value computed on the
 TL0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0406.degrees latitude (g = 980.6199 gals.).
 TL0406
 TL0406.The modeled gravity was interpolated from observed gravity values.
 TL0406
 TL0406;                    North         East    Units  Estimated Accuracy
 TL0406;SPC MT       -   521,220.      422,540.      MT  (+/- 180 meters Scaled)
 TL0406
 TL0406                          SUPERSEDED SURVEY CONTROL
 TL0406
 TL0406.No superseded survey control is available for this station.
 TL0406
 TL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV324184(NAD 83)
 TL0406_MARKER: DB = BENCH MARK DISK
 TL0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0406_SP_SET: STAINLESS STEEL ROD
 TL0406_STAMPING: J 431 1978
 TL0406_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0406_ROD/PIPE-DEPTH: 7.32 meters
 TL0406
 TL0406  HISTORY     - Date     Condition        Report By
 TL0406  HISTORY     - 1978     MONUMENTED       NGS
 TL0406
 TL0406                          STATION DESCRIPTION
 TL0406
 TL0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0406'6.2 MI SOUTH FROM SWEETGRASS.
 TL0406'6.2 MILES SOUTH ALONG INTERSTATE 15 FROM THE UNITED STATES-CANADA
 TL0406'BORDER IN SWEETGRASS, 0.1 MILE NORTH OF MILE POST 392, AT MONTANA
 TL0406'STATE HIGHWAY MARKER 1540, 97.5 FEET WEST OF THE CENTERLINE OF THE
 TL0406'SOUTH BOUND LANE OF INTERSTATE 15, 2.5 FEET SOUTH OF MONTANAA HIGHWAY
 TL0406'MARKER NUMBER 1540, AND 1.5 FEET EAST OF THE RIGHT OF WAY FENCE.
 TL0406'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4
 TL0406'INCH PLASTIC SCREW PLUG.
 TL0406'THE MARK IS 4 FT BELOW INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0366 ***********************************************************************
 TL0366  DESIGNATION -  J 432
 TL0366  PID         -  TL0366
 TL0366  STATE/COUNTY-  MT/TOOLE
 TL0366  USGS QUAD   -  SHELBY (1986)
 TL0366
 TL0366                         *CURRENT SURVEY CONTROL
 TL0366  ___________________________________________________________________
 TL0366* NAD 83(1986)-  48 35 38.     (N)    111 51 46.     (W)     SCALED    
 TL0366* NAVD 88     -      1082.947  (meters)    3552.97   (feet)  ADJUSTED  
 TL0366  ___________________________________________________________________
 TL0366  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 TL0366  DYNAMIC HT  -        1083.022 (meters)    3553.21  (feet)  COMP
 TL0366  MODELED GRAV-     980,642.0   (mgal)                       NAVD 88
 TL0366
 TL0366  VERT ORDER  -  FIRST     CLASS II
 TL0366
 TL0366.The horizontal coordinates were scaled from a topographic map and have
 TL0366.an estimated accuracy of +/- 6 seconds.
 TL0366
 TL0366.The orthometric height was determined by differential leveling
 TL0366.and adjusted by the National Geodetic Survey in June 1991..
 TL0366
 TL0366.The geoid height was determined by GEOID03.
 TL0366
 TL0366.The dynamic height is computed by dividing the NAVD 88
 TL0366.geopotential number by the normal gravity value computed on the
 TL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0366.degrees latitude (g = 980.6199 gals.).
 TL0366
 TL0366.The modeled gravity was interpolated from observed gravity values.
 TL0366
 TL0366;                    North         East    Units  Estimated Accuracy
 TL0366;SPC MT       -   485,340.      425,780.      MT  (+/- 180 meters Scaled)
 TL0366
 TL0366                          SUPERSEDED SURVEY CONTROL
 TL0366
 TL0366.No superseded survey control is available for this station.
 TL0366
 TL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU363826(NAD 83)
 TL0366_MARKER: DB = BENCH MARK DISK
 TL0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0366_SP_SET: STAINLESS STEEL ROD
 TL0366_STAMPING: J 432 1978
 TL0366_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0366_ROD/PIPE-DEPTH: 3.66 meters
 TL0366
 TL0366  HISTORY     - Date     Condition        Report By
 TL0366  HISTORY     - 1978     MONUMENTED       NGS
 TL0366
 TL0366                          STATION DESCRIPTION
 TL0366
 TL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0366'5.6 MI NORTH FROM SHELBY.
 TL0366'5.6 MILES NORTH ALONG INTERSTATE 15 FROM ITS INTERSECTION WITH U.S.
 TL0366'HIGHWAY 2 IN SHELBY, 0.1 MILE NORTH OF MILE POST 369, AT THE BRONKEN
 TL0366'ROAD EXIT, AT A CONCRETE RIGHT OF WAY MARKER (NUMBER 440) AND A JOG IN
 TL0366'THE WEST RIGHT OF WAY FENCE LINE, 94 FEET WEST OF THE CENTERLINE OF
 TL0366'INTERSTATE 15, 20 FEET SOUTH OF POWER POLE NUMBER 102, 2.5 FEET NORTH
 TL0366'OF A WITNESS POST, 2 FEET SOUTH OF THE CONCRETE RIGHT OF WAY MARKER,
 TL0366'AND 1 FOOT EAST OF THE FENCE LINE.  DISK IS SET LEVEL WITH THE GROUND,
 TL0366'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0366'THE MARK IS 3 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0417 ***********************************************************************
 TL0417  DESIGNATION -  J 433
 TL0417  PID         -  TL0417
 TL0417  STATE/COUNTY-  MT/TOOLE
 TL0417  USGS QUAD   -  NAISMITH (1967)
 TL0417
 TL0417                         *CURRENT SURVEY CONTROL
 TL0417  ___________________________________________________________________
 TL0417* NAD 83(1986)-  48 29 54.     (N)    111 50 21.     (W)     SCALED    
 TL0417* NAVD 88     -       997.771  (meters)    3273.52   (feet)  ADJUSTED  
 TL0417  ___________________________________________________________________
 TL0417  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 TL0417  DYNAMIC HT  -         997.839 (meters)    3273.74  (feet)  COMP
 TL0417  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 TL0417  OBS GRAVITY -     980,644.8   (mgal)                       GRAV_OBS
 TL0417
 TL0417  VERT ORDER  -  FIRST     CLASS II
 TL0417
 TL0417.The horizontal coordinates were scaled from a topographic map and have
 TL0417.an estimated accuracy of +/- 6 seconds.
 TL0417
 TL0417.The orthometric height was determined by differential leveling
 TL0417.and adjusted by the National Geodetic Survey in June 1991..
 TL0417
 TL0417.The geoid height was determined by GEOID03.
 TL0417
 TL0417.The dynamic height is computed by dividing the NAVD 88
 TL0417.geopotential number by the normal gravity value computed on the
 TL0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0417.degrees latitude (g = 980.6199 gals.).
 TL0417
 TL0417.The modeled gravity was interpolated from observed gravity values.
 TL0417.The observed gravity was obtained from relative gravimeter ties
 TL0417.to the IGSN71 gravity network.
 TL0417
 TL0417;                    North         East    Units  Estimated Accuracy
 TL0417;SPC MT       -   474,670.      427,200.      MT  (+/- 180 meters Scaled)
 TL0417
 TL0417                          SUPERSEDED SURVEY CONTROL
 TL0417
 TL0417.No superseded survey control is available for this station.
 TL0417
 TL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU380720(NAD 83)
 TL0417_MARKER: DB = BENCH MARK DISK
 TL0417_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TL0417+WITH SETTING: INFORMATION.
 TL0417_SP_SET: SHALLOW SET METAL ROD
 TL0417_STAMPING: J 433 1979
 TL0417_PROJECTION: FLUSH
 TL0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0417_ROD/PIPE-DEPTH: 2.44 meters
 TL0417
 TL0417  HISTORY     - Date     Condition        Report By
 TL0417  HISTORY     - 1979     MONUMENTED       NGS
 TL0417
 TL0417                          STATION DESCRIPTION
 TL0417
 TL0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0417'0.9 MI EAST FROM SHELBY.
 TL0417'0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE IN SHELBY,
 TL0417'THENCE 0.9 MILE EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, AT A
 TL0417'DIRT ROAD CROSSING, 213 FEET EAST-NORTHEAST OF A 4X4-INCH HIGHWAY
 TL0417'STATION MARKER NUMBER 30+00, 135 FEET NORTH OF THE CENTER OF THE
 TL0417'HIGHWAY, 69 FEET WEST OF THE CENTER OF A DIRT ROAD LEADING NORTH-SOUTH
 TL0417'AND 45 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD.
 TL0417'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0417'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TL0417'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0460 ***********************************************************************
 TL0460  DESIGNATION -  J 434
 TL0460  PID         -  TL0460
 TL0460  STATE/COUNTY-  MT/LIBERTY
 TL0460  USGS QUAD   -  LOTHAIR (1970)
 TL0460
 TL0460                         *CURRENT SURVEY CONTROL
 TL0460  ___________________________________________________________________
 TL0460* NAD 83(1986)-  48 29 08.     (N)    111 11 50.     (W)     SCALED    
 TL0460* NAVD 88     -       996.518  (meters)    3269.41   (feet)  ADJUSTED  
 TL0460  ___________________________________________________________________
 TL0460  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 TL0460  DYNAMIC HT  -         996.595 (meters)    3269.66  (feet)  COMP
 TL0460  MODELED GRAV-     980,654.2   (mgal)                       NAVD 88
 TL0460
 TL0460  VERT ORDER  -  FIRST     CLASS II
 TL0460
 TL0460.The horizontal coordinates were scaled from a topographic map and have
 TL0460.an estimated accuracy of +/- 6 seconds.
 TL0460
 TL0460.The orthometric height was determined by differential leveling
 TL0460.and adjusted by the National Geodetic Survey in June 1991..
 TL0460
 TL0460.The geoid height was determined by GEOID03.
 TL0460
 TL0460.The dynamic height is computed by dividing the NAVD 88
 TL0460.geopotential number by the normal gravity value computed on the
 TL0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0460.degrees latitude (g = 980.6199 gals.).
 TL0460
 TL0460.The modeled gravity was interpolated from observed gravity values.
 TL0460
 TL0460;                    North         East    Units  Estimated Accuracy
 TL0460;SPC MT       -   472,030.      474,580.      MT  (+/- 180 meters Scaled)
 TL0460
 TL0460                          SUPERSEDED SURVEY CONTROL
 TL0460
 TL0460.No superseded survey control is available for this station.
 TL0460
 TL0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU854702(NAD 83)
 TL0460_MARKER: DB = BENCH MARK DISK
 TL0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0460_SP_SET: STAINLESS STEEL ROD
 TL0460_STAMPING: J 434 1979
 TL0460_PROJECTION: FLUSH
 TL0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0460_ROD/PIPE-DEPTH: 6.10 meters
 TL0460
 TL0460  HISTORY     - Date     Condition        Report By
 TL0460  HISTORY     - 1979     MONUMENTED       NGS
 TL0460
 TL0460                          STATION DESCRIPTION
 TL0460
 TL0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0460'11.1 MI WEST FROM CHESTER.
 TL0460'11.1 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0460'IN CHESTER, 2.0 MILES EAST OF A GRAVELED ROAD LEADING NORTH TO
 TL0460'LOTHAIR, 239 FEET EAST-SOUTHEAST OF RAILROAD MILE POST NUMBER 1034
 TL0460'91.4 FEET NORTH AND ACROSS THE HIGHWAY FROM MILE MARKER 310, 73.7
 TL0460'SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD, 65.1 FEET
 TL0460'NORTH OF THE CENTER OF THE HIGHWAY, AND 4.5 FEET WEST OF A 4X4
 TL0460'INCH CONCRETE HIGHWAY STATION MARKER NUMBER 210+2.  ACCESS TO THE
 TL0460'DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0460'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1260 ***********************************************************************
 SS1260  DESIGNATION -  J 435
 SS1260  PID         -  SS1260
 SS1260  STATE/COUNTY-  MT/CASCADE
 SS1260  USGS QUAD   -  HARDY (1961)
 SS1260
 SS1260                         *CURRENT SURVEY CONTROL
 SS1260  ___________________________________________________________________
 SS1260* NAD 83(1986)-  47 08 48.     (N)    111 50 54.     (W)     SCALED    
 SS1260* NAVD 88     -      1044.600  (meters)    3427.16   (feet)  ADJUSTED  
 SS1260  ___________________________________________________________________
 SS1260  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 SS1260  DYNAMIC HT  -        1044.458 (meters)    3426.69  (feet)  COMP
 SS1260  MODELED GRAV-     980,442.7   (mgal)                       NAVD 88
 SS1260
 SS1260  VERT ORDER  -  FIRST     CLASS II
 SS1260
 SS1260.The horizontal coordinates were scaled from a topographic map and have
 SS1260.an estimated accuracy of +/- 6 seconds.
 SS1260
 SS1260.The orthometric height was determined by differential leveling
 SS1260.and adjusted by the National Geodetic Survey in June 1991..
 SS1260
 SS1260.The geoid height was determined by GEOID03.
 SS1260
 SS1260.The dynamic height is computed by dividing the NAVD 88
 SS1260.geopotential number by the normal gravity value computed on the
 SS1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1260.degrees latitude (g = 980.6199 gals.).
 SS1260
 SS1260.The modeled gravity was interpolated from observed gravity values.
 SS1260
 SS1260;                    North         East    Units  Estimated Accuracy
 SS1260;SPC MT       -   324,540.      422,020.      MT  (+/- 180 meters Scaled)
 SS1260
 SS1260                          SUPERSEDED SURVEY CONTROL
 SS1260
 SS1260.No superseded survey control is available for this station.
 SS1260
 SS1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT356218(NAD 83)
 SS1260_MARKER: DB = BENCH MARK DISK
 SS1260_SETTING: 66 = SET IN ROCK OUTCROP
 SS1260_SP_SET: ROCK OUTCROP
 SS1260_STAMPING: J 435 1979
 SS1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1260+STABILITY: POSITION/ELEVATION WELL
 SS1260
 SS1260  HISTORY     - Date     Condition        Report By
 SS1260  HISTORY     - 1979     MONUMENTED       NGS
 SS1260
 SS1260                          STATION DESCRIPTION
 SS1260
 SS1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1260'8.5 MI NE FROM CRAIG.
 SS1260'8.5 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE EXIT 234
 SS1260'OVERPASS IN CRAIG, 119.3 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY
 SS1260'FROM MILE MARKER 243, 54.7 FEET WEST OF THE CENTERLINE OF THE
 SS1260'NORTHBOUND LANES OF THE HIGHWAY, AND 23.7 FEET WEST OF THE WEST
 SS1260'END OF A 36 INCH CONCRETE PIPE LEADING EAST UNDER THE HIGHWAY.
 SS1260'THE MARK IS 2.9 FT  S FROM A WITNESS POST.
 SS1260'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0793 ***********************************************************************
 RX0793  DESIGNATION -  J 436
 RX0793  PID         -  RX0793
 RX0793  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0793  USGS QUAD   -  SHEEP CREEK (1979)
 RX0793
 RX0793                         *CURRENT SURVEY CONTROL
 RX0793  ___________________________________________________________________
 RX0793* NAD 83(1986)-  46 54 59.     (N)    112 07 13.     (W)     SCALED    
 RX0793* NAVD 88     -      1199.435  (meters)    3935.15   (feet)  ADJUSTED  
 RX0793  ___________________________________________________________________
 RX0793  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 RX0793  DYNAMIC HT  -        1199.229 (meters)    3934.47  (feet)  COMP
 RX0793  MODELED GRAV-     980,400.8   (mgal)                       NAVD 88
 RX0793
 RX0793  VERT ORDER  -  FIRST     CLASS II
 RX0793
 RX0793.The horizontal coordinates were scaled from a topographic map and have
 RX0793.an estimated accuracy of +/- 6 seconds.
 RX0793
 RX0793.The orthometric height was determined by differential leveling
 RX0793.and adjusted by the National Geodetic Survey in June 1991..
 RX0793
 RX0793.The geoid height was determined by GEOID03.
 RX0793
 RX0793.The dynamic height is computed by dividing the NAVD 88
 RX0793.geopotential number by the normal gravity value computed on the
 RX0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0793.degrees latitude (g = 980.6199 gals.).
 RX0793
 RX0793.The modeled gravity was interpolated from observed gravity values.
 RX0793
 RX0793;                    North         East    Units  Estimated Accuracy
 RX0793;SPC MT       -   299,620.      400,560.      MT  (+/- 180 meters Scaled)
 RX0793
 RX0793                          SUPERSEDED SURVEY CONTROL
 RX0793
 RX0793.No superseded survey control is available for this station.
 RX0793
 RX0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS146964(NAD 83)
 RX0793_MARKER: DB = BENCH MARK DISK
 RX0793_SETTING: 66 = SET IN ROCK OUTCROP
 RX0793_SP_SET: ROCK OUTCROP
 RX0793_STAMPING: J 436 1979
 RX0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0793+STABILITY: POSITION/ELEVATION WELL
 RX0793
 RX0793  HISTORY     - Date     Condition        Report By
 RX0793  HISTORY     - 1979     MONUMENTED       NGS
 RX0793
 RX0793                          STATION DESCRIPTION
 RX0793
 RX0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0793'8.3 MI SOUTH FROM WOLF CREEK.
 RX0793'7.7 MILES SOUTH ALONG OLD U.S. HIGHWAY 91 FROM THE BRIDGE ACROSS
 RX0793'LITTLE PRICKLY PEAR CREEK IN WOLF CREEK, AND THENCE 0.6 MILE SOUTH
 RX0793'ALONG INTERSTATE HIGHWAY 15, SET IN THE CENTER OF AND AT THE BASE OF
 RX0793'A PROMINENT ROCK CUT ON THE WEST SIDE OF THE HIGHWAY, 41.6 FEET WEST
 RX0793'OF THE CENTERLINE OF THIS SOUTHBOUND LANES OF THE HIGHWAY, 158.5
 RX0793'FEET NORTH OF THE NORTH END OF A STEEL GUARD RAIL, AND 82.6 FEET
 RX0793'SOUTH OF THE SOUTH END OF A STEEL GUARD RAIL.
 RX0793'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RX0793'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0462 ***********************************************************************
 RW0462  DESIGNATION -  J 437
 RW0462  PID         -  RW0462
 RW0462  STATE/COUNTY-  MT/JEFFERSON
 RW0462  USGS QUAD   -  EAST HELENA (1985)
 RW0462
 RW0462                         *CURRENT SURVEY CONTROL
 RW0462  ___________________________________________________________________
 RW0462* NAD 83(1986)-  46 32 56.     (N)    111 57 01.     (W)     SCALED    
 RW0462* NAVD 88     -      1291.015  (meters)    4235.60   (feet)  ADJUSTED  
 RW0462  ___________________________________________________________________
 RW0462  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 RW0462  DYNAMIC HT  -        1290.718 (meters)    4234.63  (feet)  COMP
 RW0462  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 RW0462
 RW0462  VERT ORDER  -  FIRST     CLASS II
 RW0462
 RW0462.The horizontal coordinates were scaled from a topographic map and have
 RW0462.an estimated accuracy of +/- 6 seconds.
 RW0462
 RW0462.The orthometric height was determined by differential leveling
 RW0462.and adjusted by the National Geodetic Survey in June 1991..
 RW0462
 RW0462.The geoid height was determined by GEOID03.
 RW0462
 RW0462.The dynamic height is computed by dividing the NAVD 88
 RW0462.geopotential number by the normal gravity value computed on the
 RW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0462.degrees latitude (g = 980.6199 gals.).
 RW0462
 RW0462.The modeled gravity was interpolated from observed gravity values.
 RW0462
 RW0462;                    North         East    Units  Estimated Accuracy
 RW0462;SPC MT       -   258,400.      412,220.      MT  (+/- 180 meters Scaled)
 RW0462
 RW0462                          SUPERSEDED SURVEY CONTROL
 RW0462
 RW0462.No superseded survey control is available for this station.
 RW0462
 RW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS271554(NAD 83)
 RW0462_MARKER: DB = BENCH MARK DISK
 RW0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RW0462_SP_SET: STAINLESS STEEL ROD
 RW0462_STAMPING: J 437 1979
 RW0462_PROJECTION: FLUSH
 RW0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0462_ROD/PIPE-DEPTH: 3.05 meters
 RW0462
 RW0462  HISTORY     - Date     Condition        Report By
 RW0462  HISTORY     - 1979     MONUMENTED       NGS
 RW0462
 RW0462                          STATION DESCRIPTION
 RW0462
 RW0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RW0462'4.0 MI SOUTH FROM HELENA.
 RW0462'4.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM U.S. HIGHWAY 12
 RW0462'AND U.S. HIGHWAY 287 OVERPASS IN HELENA, 147 FEET NORTHWEST OF THE
 RW0462'NORTH END OF A GUARD RAIL, 112 FEET WEST OF THE CENTERLINE OF THE
 RW0462'SOUTH BOUND LANES OF THE HIGHWAY, AND 1.3 FEET EAST OF A FENCE.
 RW0462'NOTE=REFUSAL WAS REACHED AT 10 FEET, ACCESS TO THE DISK IS THROUGH A
 RW0462'4 INCH PLUG.
 RW0462'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 RW0462'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0444 ***********************************************************************
 TJ0444  DESIGNATION -  J 438
 TJ0444  PID         -  TJ0444
 TJ0444  STATE/COUNTY-  MT/PHILLIPS
 TJ0444  USGS QUAD   -  LORING (1984)
 TJ0444
 TJ0444                         *CURRENT SURVEY CONTROL
 TJ0444  ___________________________________________________________________
 TJ0444* NAD 83(1986)-  48 51 26.     (N)    107 49 06.     (W)     SCALED    
 TJ0444* NAVD 88     -       820.029  (meters)    2690.38   (feet)  ADJUSTED  
 TJ0444  ___________________________________________________________________
 TJ0444  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TJ0444  DYNAMIC HT  -         820.150 (meters)    2690.78  (feet)  COMP
 TJ0444  MODELED GRAV-     980,730.5   (mgal)                       NAVD 88
 TJ0444
 TJ0444  VERT ORDER  -  FIRST     CLASS II
 TJ0444
 TJ0444.The horizontal coordinates were scaled from a topographic map and have
 TJ0444.an estimated accuracy of +/- 6 seconds.
 TJ0444
 TJ0444.The orthometric height was determined by differential leveling
 TJ0444.and adjusted by the National Geodetic Survey in June 1991..
 TJ0444
 TJ0444.The geoid height was determined by GEOID03.
 TJ0444
 TJ0444.The dynamic height is computed by dividing the NAVD 88
 TJ0444.geopotential number by the normal gravity value computed on the
 TJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0444.degrees latitude (g = 980.6199 gals.).
 TJ0444
 TJ0444.The modeled gravity was interpolated from observed gravity values.
 TJ0444
 TJ0444;                    North         East    Units  Estimated Accuracy
 TJ0444;SPC MT       -   513,320.      723,380.      MT  (+/- 180 meters Scaled)
 TJ0444
 TJ0444                          SUPERSEDED SURVEY CONTROL
 TJ0444
 TJ0444.No superseded survey control is available for this station.
 TJ0444
 TJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ932154(NAD 83)
 TJ0444_MARKER: DB = BENCH MARK DISK
 TJ0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0444_SP_SET: STAINLESS STEEL ROD
 TJ0444_STAMPING: J 438 1979
 TJ0444_PROJECTION: FLUSH
 TJ0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0444_ROD/PIPE-DEPTH: 3.96 meters
 TJ0444
 TJ0444  HISTORY     - Date     Condition        Report By
 TJ0444  HISTORY     - 1979     MONUMENTED       NGS
 TJ0444
 TJ0444                          STATION DESCRIPTION
 TJ0444
 TJ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0444'5.5 MI NORTH FROM LORING.
 TJ0444'5.5 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE POST OFFICE IN
 TJ0444'LORING, 0.05 MILE SOUTH OF MILE POST 43, SET ON TOP OF A CUT BANK,
 TJ0444'110 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 12 FEET EAST OF THE
 TJ0444'EDGE OF THE CUT BANK.  NOTE=ACCESS TO THE DISK IS THROUGH A 4 INCH
 TJ0444'SCREW PLUG.
 TJ0444'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 TJ0444'THE MARK IS 20 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0416 ***********************************************************************
 TJ0416  DESIGNATION -  J 439
 TJ0416  PID         -  TJ0416
 TJ0416  STATE/COUNTY-  MT/PHILLIPS
 TJ0416  USGS QUAD   -  AUSTIN LAKE (1968)
 TJ0416
 TJ0416                         *CURRENT SURVEY CONTROL
 TJ0416  ___________________________________________________________________
 TJ0416* NAD 83(1986)-  48 37 32.     (N)    107 43 48.     (W)     SCALED    
 TJ0416* NAVD 88     -       792.183  (meters)    2599.02   (feet)  ADJUSTED  
 TJ0416  ___________________________________________________________________
 TJ0416  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0416  DYNAMIC HT  -         792.280 (meters)    2599.34  (feet)  COMP
 TJ0416  MODELED GRAV-     980,705.6   (mgal)                       NAVD 88
 TJ0416
 TJ0416  VERT ORDER  -  FIRST     CLASS II
 TJ0416
 TJ0416.The horizontal coordinates were scaled from a topographic map and have
 TJ0416.an estimated accuracy of +/- 6 seconds.
 TJ0416
 TJ0416.The orthometric height was determined by differential leveling
 TJ0416.and adjusted by the National Geodetic Survey in June 1991..
 TJ0416
 TJ0416.The geoid height was determined by GEOID03.
 TJ0416
 TJ0416.The dynamic height is computed by dividing the NAVD 88
 TJ0416.geopotential number by the normal gravity value computed on the
 TJ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0416.degrees latitude (g = 980.6199 gals.).
 TJ0416
 TJ0416.The modeled gravity was interpolated from observed gravity values.
 TJ0416
 TJ0416;                    North         East    Units  Estimated Accuracy
 TJ0416;SPC MT       -   487,710.      730,440.      MT  (+/- 180 meters Scaled)
 TJ0416
 TJ0416                          SUPERSEDED SURVEY CONTROL
 TJ0416
 TJ0416.No superseded survey control is available for this station.
 TJ0416
 TJ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP988894(NAD 83)
 TJ0416_MARKER: DB = BENCH MARK DISK
 TJ0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0416_SP_SET: STAINLESS STEEL ROD
 TJ0416_STAMPING: J 439 1979
 TJ0416_PROJECTION: FLUSH
 TJ0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0416_ROD/PIPE-DEPTH: 7.62 meters
 TJ0416
 TJ0416  HISTORY     - Date     Condition        Report By
 TJ0416  HISTORY     - 1979     MONUMENTED       NGS
 TJ0416
 TJ0416                          STATION DESCRIPTION
 TJ0416
 TJ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0416'21.0 MI NORTH FROM MALTA.
 TJ0416'21.0 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S.
 TJ0416'HIGHWAY 2 IN MALTA, 2.0 MILES SOUTH OF A GRAVEL ROAD LEADING NORTHEAST
 TJ0416'TO WHITEWATER, 120 FEET WEST OF AND ACROSS THE
 TJ0416'HIGHWAY FROM MILE POST 21, 100 FEET WEST OF THE CENTER OF THE HIGHWAY,
 TJ0416'AND 1.5 FEET EAST OF A FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH
 TJ0416'A 4 INCH SCREW PLUG.
 TJ0416'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 TJ0416'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0186 ***********************************************************************
 QW0186  DESIGNATION -  J 44
 QW0186  PID         -  QW0186
 QW0186  STATE/COUNTY-  MT/YELLOWSTONE
 QW0186  USGS QUAD   -  RIMROCK (1956)
 QW0186
 QW0186                         *CURRENT SURVEY CONTROL
 QW0186  ___________________________________________________________________
 QW0186* NAD 83(1986)-  45 50 09.     (N)    108 39 49.     (W)     SCALED    
 QW0186* NAVD 88     -      1090.153  (meters)    3576.61   (feet)  ADJUSTED  
 QW0186  ___________________________________________________________________
 QW0186  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 QW0186  DYNAMIC HT  -        1089.916 (meters)    3575.83  (feet)  COMP
 QW0186  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 QW0186
 QW0186  VERT ORDER  -  FIRST     CLASS II
 QW0186
 QW0186.The horizontal coordinates were scaled from a topographic map and have
 QW0186.an estimated accuracy of +/- 6 seconds.
 QW0186
 QW0186.The orthometric height was determined by differential leveling
 QW0186.and adjusted by the National Geodetic Survey in June 1991..
 QW0186
 QW0186.The geoid height was determined by GEOID03.
 QW0186
 QW0186.The dynamic height is computed by dividing the NAVD 88
 QW0186.geopotential number by the normal gravity value computed on the
 QW0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0186.degrees latitude (g = 980.6199 gals.).
 QW0186
 QW0186.The modeled gravity was interpolated from observed gravity values.
 QW0186
 QW0186;                    North         East    Units  Estimated Accuracy
 QW0186;SPC MT       -   176,590.      664,950.      MT  (+/- 180 meters Scaled)
 QW0186
 QW0186                          SUPERSEDED SURVEY CONTROL
 QW0186
 QW0186  NGVD 29 (??/??/92) 1089.331  (m)         3573.91   (f) ADJ UNCH    1 2
 QW0186
 QW0186.Superseded values are not recommended for survey control.
 QW0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0186.See file dsdata.txt to determine how the superseded data were derived.
 QW0186
 QW0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR814784(NAD 83)
 QW0186_MARKER: DB = BENCH MARK DISK
 QW0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0186_STAMPING: J 44 1931
 QW0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0186+STABILITY: SURFACE MOTION
 QW0186
 QW0186  HISTORY     - Date     Condition        Report By
 QW0186  HISTORY     - 1931     MONUMENTED       CGS
 QW0186  HISTORY     - 1962     GOOD             NGS
 QW0186
 QW0186                          STATION DESCRIPTION
 QW0186
 QW0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QW0186'8.2 MI S FROM ACTON.
 QW0186'8.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE OCCIDENT
 QW0186'ELEVATOR AT ACTON, 9.15 MILES NORTH OF HESPER, 55 FEET NORTH-NORTHEAST
 QW0186'OF THE ELEVENTH POLE NORTHEAST OF MILEPOST 13, 133 FEET NORTH OF THE
 QW0186'CENTER OF THE CROSSING OF A PRIVATE ROAD, 94 FEET NORTHWEST OF THE
 QW0186'NORTHWEST RAIL, 57 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD,
 QW0186'2.0 FEET SOUTHEAST OF A FENCE, 0.9 FOOT SOUTHWEST OF A WITNESS POST,
 QW0186'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 QW0186'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0833 ***********************************************************************
 RX0833  DESIGNATION -  J 440
 RX0833  PID         -  RX0833
 RX0833  STATE/COUNTY-  MT/JEFFERSON
 RX0833  USGS QUAD   -  BOULDER EAST (1996)
 RX0833
 RX0833                         *CURRENT SURVEY CONTROL
 RX0833  ___________________________________________________________________
 RX0833* NAD 83(1986)-  46 14 52.     (N)    112 06 56.     (W)     SCALED    
 RX0833* NAVD 88     -      1521.961  (meters)    4993.30   (feet)  ADJUSTED  
 RX0833  ___________________________________________________________________
 RX0833  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 RX0833  DYNAMIC HT  -        1521.468 (meters)    4991.68  (feet)  COMP
 RX0833  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 RX0833  OBS GRAVITY -     980,233.6   (mgal)                       GRAV_OBS
 RX0833
 RX0833  VERT ORDER  -  FIRST     CLASS II
 RX0833
 RX0833.The horizontal coordinates were scaled from a topographic map and have
 RX0833.an estimated accuracy of +/- 6 seconds.
 RX0833
 RX0833.The orthometric height was determined by differential leveling
 RX0833.and adjusted by the National Geodetic Survey in June 1991..
 RX0833
 RX0833.The geoid height was determined by GEOID03.
 RX0833
 RX0833.The dynamic height is computed by dividing the NAVD 88
 RX0833.geopotential number by the normal gravity value computed on the
 RX0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0833.degrees latitude (g = 980.6199 gals.).
 RX0833
 RX0833.The modeled gravity was interpolated from observed gravity values.
 RX0833.The observed gravity was obtained from relative gravimeter ties
 RX0833.to the IGSN71 gravity network.
 RX0833
 RX0833;                    North         East    Units  Estimated Accuracy
 RX0833;SPC MT       -   225,370.      398,440.      MT  (+/- 180 meters Scaled)
 RX0833
 RX0833                          SUPERSEDED SURVEY CONTROL
 RX0833
 RX0833.No superseded survey control is available for this station.
 RX0833
 RX0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS140221(NAD 83)
 RX0833_MARKER: DB = BENCH MARK DISK
 RX0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0833_SP_SET: OVERPASS COLUMN
 RX0833_STAMPING: J 440 1979
 RX0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0833
 RX0833  HISTORY     - Date     Condition        Report By
 RX0833  HISTORY     - 1979     MONUMENTED       NGS
 RX0833
 RX0833                          STATION DESCRIPTION
 RX0833
 RX0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0833'IN BOULDER.
 RX0833'SET IN THE CENTER OF THE NORTH COLUMN OF THE WEST FACE OF EXIT 164
 RX0833'OVERPASS IN BOULDER BETWEEN THE NORTH AND SOUTH BOUND LANES OF
 RX0833'INTERSTATE HIGHWAY 15, 42.5 FEET EAST OF THE CENTERLINE OF THE SOUTH
 RX0833'BOUND LANES OF THE HIGHWAY, AND 58 FEET WEST OF THE CENTERLINE OF THE
 RX0833'NORTH BOUND LANES OF THE HIGHWAY.
 RX0833'THE MARK IS 1 FT ABOVE THE SOUTH LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0380 ***********************************************************************
 TK0380  DESIGNATION -  J 441
 TK0380  PID         -  TK0380
 TK0380  STATE/COUNTY-  MT/PHILLIPS
 TK0380  USGS QUAD   -  DODSON (1964)
 TK0380
 TK0380                         *CURRENT SURVEY CONTROL
 TK0380  ___________________________________________________________________
 TK0380* NAD 83(1986)-  48 23 30.     (N)    108 13 01.     (W)     SCALED    
 TK0380* NAVD 88     -       695.347  (meters)    2281.32   (feet)  ADJUSTED  
 TK0380  ___________________________________________________________________
 TK0380  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TK0380  DYNAMIC HT  -         695.419 (meters)    2281.55  (feet)  COMP
 TK0380  MODELED GRAV-     980,692.8   (mgal)                       NAVD 88
 TK0380
 TK0380  VERT ORDER  -  FIRST     CLASS II
 TK0380
 TK0380.The horizontal coordinates were scaled from a topographic map and have
 TK0380.an estimated accuracy of +/- 6 seconds.
 TK0380
 TK0380.The orthometric height was determined by differential leveling
 TK0380.and adjusted by the National Geodetic Survey in June 1991..
 TK0380
 TK0380.The geoid height was determined by GEOID03.
 TK0380
 TK0380.The dynamic height is computed by dividing the NAVD 88
 TK0380.geopotential number by the normal gravity value computed on the
 TK0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0380.degrees latitude (g = 980.6199 gals.).
 TK0380
 TK0380.The modeled gravity was interpolated from observed gravity values.
 TK0380
 TK0380;                    North         East    Units  Estimated Accuracy
 TK0380;SPC MT       -   461,010.      694,990.      MT  (+/- 180 meters Scaled)
 TK0380
 TK0380                          SUPERSEDED SURVEY CONTROL
 TK0380
 TK0380.No superseded survey control is available for this station.
 TK0380
 TK0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU060635(NAD 83)
 TK0380_MARKER: DB = BENCH MARK DISK
 TK0380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0380_SP_SET: STAINLESS STEEL ROD
 TK0380_STAMPING: J 441 1979
 TK0380_PROJECTION: FLUSH
 TK0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0380_ROD/PIPE-DEPTH: 7.62 meters
 TK0380
 TK0380  HISTORY     - Date     Condition        Report By
 TK0380  HISTORY     - 1979     MONUMENTED       NGS
 TK0380
 TK0380                          STATION DESCRIPTION
 TK0380
 TK0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0380'1.3 MI EAST FROM DODSON.
 TK0380'1.3 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0380'STATION IN DODSON, 150 FEET SOUTHEAST OF A RAILROAD SIGNAL LIGHT,
 TK0380'73 FEET SOUTH OF THE SOUTH RAIL, 36 FEET NORTH OF THE CENTER OF U.S.
 TK0380'HIGHWAY 2, AND 3 FEET WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 TK0380'DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0380'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TK0380'THE MARK IS 3 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0450 ***********************************************************************
 TN0450  DESIGNATION -  J 442
 TN0450  PID         -  TN0450
 TN0450  STATE/COUNTY-  MT/FLATHEAD
 TN0450  USGS QUAD   -  SOMERS (1994)
 TN0450
 TN0450                         *CURRENT SURVEY CONTROL
 TN0450  ___________________________________________________________________
 TN0450* NAD 83(1986)-  48 04 54.     (N)    114 13 44.     (W)     SCALED    
 TN0450* NAVD 88     -       891.495  (meters)    2924.85   (feet)  ADJUSTED  
 TN0450  ___________________________________________________________________
 TN0450  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 TN0450  DYNAMIC HT  -         891.489 (meters)    2924.83  (feet)  COMP
 TN0450  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 TN0450
 TN0450  VERT ORDER  -  FIRST     CLASS II
 TN0450
 TN0450.The horizontal coordinates were scaled from a topographic map and have
 TN0450.an estimated accuracy of +/- 6 seconds.
 TN0450
 TN0450.The orthometric height was determined by differential leveling
 TN0450.and adjusted by the National Geodetic Survey in June 1991..
 TN0450
 TN0450.The geoid height was determined by GEOID03.
 TN0450
 TN0450.The dynamic height is computed by dividing the NAVD 88
 TN0450.geopotential number by the normal gravity value computed on the
 TN0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0450.degrees latitude (g = 980.6199 gals.).
 TN0450
 TN0450.The modeled gravity was interpolated from observed gravity values.
 TN0450
 TN0450;                    North         East    Units  Estimated Accuracy
 TN0450;SPC MT       -   436,400.      248,030.      MT  (+/- 180 meters Scaled)
 TN0450
 TN0450                          SUPERSEDED SURVEY CONTROL
 TN0450
 TN0450.No superseded survey control is available for this station.
 TN0450
 TN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP063290(NAD 83)
 TN0450_MARKER: DB = BENCH MARK DISK
 TN0450_SETTING: 66 = SET IN ROCK OUTCROP
 TN0450_SP_SET: ROCK OUTCROP
 TN0450_STAMPING: J 442 1979
 TN0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0450+STABILITY: POSITION/ELEVATION WELL
 TN0450
 TN0450  HISTORY     - Date     Condition        Report By
 TN0450  HISTORY     - 1979     MONUMENTED       NGS
 TN0450
 TN0450                          STATION DESCRIPTION
 TN0450
 TN0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0450'IN SOMERS.
 TN0450'AT THE T-JUNCTION OF SOMERS ROAD AND U. S. HIGHWAY 93, SET IN THE TOP
 TN0450'OF A SLATE OUTCROP, 77 FEET NORTH OF THE EXTENDED CENTERLINE OF
 TN0450'SOMERS ROAD, 61 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET
 TN0450'NORTHWEST OF THE CENTER OF A STREETLAMP POLE WITH ONE GUY WIRE, 28
 TN0450'FEET SOUTH-SOUTHWEST OF A GUY POLE NO. 237005 AND 6 FEET EAST OF THE
 TN0450'WEST EDGE OF THE OUTCROP.
 TN0450'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TN0450'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0681 ***********************************************************************
 SU0681  DESIGNATION -  J 443
 SU0681  PID         -  SU0681
 SU0681  STATE/COUNTY-  MT/LAKE
 SU0681  USGS QUAD   -  ELMO (1964)
 SU0681
 SU0681                         *CURRENT SURVEY CONTROL
 SU0681  ___________________________________________________________________
 SU0681* NAD 83(1986)-  47 50 19.     (N)    114 18 30.     (W)     SCALED    
 SU0681* NAVD 88     -       896.096  (meters)    2939.94   (feet)  ADJUSTED  
 SU0681  ___________________________________________________________________
 SU0681  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SU0681  DYNAMIC HT  -         896.079 (meters)    2939.89  (feet)  COMP
 SU0681  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 SU0681
 SU0681  VERT ORDER  -  FIRST     CLASS II
 SU0681
 SU0681.The horizontal coordinates were scaled from a topographic map and have
 SU0681.an estimated accuracy of +/- 6 seconds.
 SU0681
 SU0681.The orthometric height was determined by differential leveling
 SU0681.and adjusted by the National Geodetic Survey in June 1991..
 SU0681
 SU0681.The geoid height was determined by GEOID03.
 SU0681
 SU0681.The dynamic height is computed by dividing the NAVD 88
 SU0681.geopotential number by the normal gravity value computed on the
 SU0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0681.degrees latitude (g = 980.6199 gals.).
 SU0681
 SU0681.The modeled gravity was interpolated from observed gravity values.
 SU0681
 SU0681;                    North         East    Units  Estimated Accuracy
 SU0681;SPC MT       -   409,800.      240,470.      MT  (+/- 180 meters Scaled)
 SU0681
 SU0681                          SUPERSEDED SURVEY CONTROL
 SU0681
 SU0681.No superseded survey control is available for this station.
 SU0681
 SU0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQP014018(NAD 83)
 SU0681_MARKER: DB = BENCH MARK DISK
 SU0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0681_SP_SET: STAINLESS STEEL ROD
 SU0681_STAMPING: J 443 1979
 SU0681_PROJECTION: FLUSH
 SU0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0681_ROD/PIPE-DEPTH: 6.10 meters
 SU0681
 SU0681  HISTORY     - Date     Condition        Report By
 SU0681  HISTORY     - 1979     MONUMENTED       NGS
 SU0681
 SU0681                          STATION DESCRIPTION
 SU0681
 SU0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0681'2.0 MI NE FROM ELMO.
 SU0681'2.0 MILES NORTHEAST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0681'STATE HIGHWAY 28 IN ELMO, 3.35 MILES SOUTHWEST OF DAYTON, SET AT THE
 SU0681'Y-JUNCTION OF THE HIGHWAY AND THE OLD HIGHWAY, AND AT THE NORTHWEST
 SU0681'CORNER OF A FENCE FOR A 3-STORY HOUSE AND CHERRY ORCHARD, 79 FEET
 SU0681'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 42 FEET WEST OF THE CENTERLINE
 SU0681'OF THE PRIVATE DRIVE, 34 FEET SOUTH OF THE CENTERLINE OF THE OLD ROAD,
 SU0681'8.5 FEET EAST OF POWER POLE NUMBER 179342 WITH ONE GUY WIRE, 6 FEET
 SU0681'WEST OF THE FENCE CORNER POST, 6 FEET BELOW THE CENTERLINE OF THE
 SU0681'HIGHWAY AND 2 FEET BELOW THE CENTERLINE OF THE OLD HIGHWAY.
 SU0681'THE MARK IS 2 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0705 ***********************************************************************
 SU0705  DESIGNATION -  J 444
 SU0705  PID         -  SU0705
 SU0705  STATE/COUNTY-  MT/LAKE
 SU0705  USGS QUAD   -  EAST BAY (1964)
 SU0705
 SU0705                         *CURRENT SURVEY CONTROL
 SU0705  ___________________________________________________________________
 SU0705* NAD 83(1986)-  47 38 59.     (N)    114 06 48.     (W)     SCALED    
 SU0705* NAVD 88     -       981.478  (meters)    3220.07   (feet)  ADJUSTED  
 SU0705  ___________________________________________________________________
 SU0705  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 SU0705  DYNAMIC HT  -         981.419 (meters)    3219.87  (feet)  COMP
 SU0705  MODELED GRAV-     980,519.4   (mgal)                       NAVD 88
 SU0705
 SU0705  VERT ORDER  -  FIRST     CLASS II
 SU0705
 SU0705.The horizontal coordinates were scaled from a topographic map and have
 SU0705.an estimated accuracy of +/- 6 seconds.
 SU0705
 SU0705.The orthometric height was determined by differential leveling
 SU0705.and adjusted by the National Geodetic Survey in June 1991..
 SU0705
 SU0705.The geoid height was determined by GEOID03.
 SU0705
 SU0705.The dynamic height is computed by dividing the NAVD 88
 SU0705.geopotential number by the normal gravity value computed on the
 SU0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0705.degrees latitude (g = 980.6199 gals.).
 SU0705
 SU0705.The modeled gravity was interpolated from observed gravity values.
 SU0705
 SU0705;                    North         East    Units  Estimated Accuracy
 SU0705;SPC MT       -   387,970.      253,790.      MT  (+/- 180 meters Scaled)
 SU0705
 SU0705                          SUPERSEDED SURVEY CONTROL
 SU0705
 SU0705.No superseded survey control is available for this station.
 SU0705
 SU0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN167814(NAD 83)
 SU0705_MARKER: DB = BENCH MARK DISK
 SU0705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0705_SP_SET: STAINLESS STEEL ROD
 SU0705_STAMPING: J 444 1979
 SU0705_PROJECTION: FLUSH
 SU0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0705_ROD/PIPE-DEPTH: 6.10 meters
 SU0705
 SU0705  HISTORY     - Date     Condition        Report By
 SU0705  HISTORY     - 1979     MONUMENTED       NGS
 SU0705
 SU0705                          STATION DESCRIPTION
 SU0705
 SU0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0705'3.2 MI SOUTH FROM POLSON.
 SU0705'3.2 MILES SOUTH ALONG HIGHWAY 93 FROM ITS JUNCTION WITH STATE HIGHWAY
 SU0705'35 IN POLSON, SET IN THE WEST HIGHWAY RIGHT OF WAY FENCELINE, AT A
 SU0705'TRANSMISSION POLE WITH 3 TRANSFORMERS, 0.25 MILE SOUTH OF MILE POST 56
 SU0705'75 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 93, 26 FEET WEST OF
 SU0705'THE WEST END OF A 36-INCH PIPE CULVERT WITH HEADWALL, 10 FEET
 SU0705'SOUTHEAST OF A FENCE CORNER POST, 5 FEET SOUTH OF A POWER POLE WITH 3
 SU0705'TRANSFORMERS AND 4 FEET EAST OF THE RIGHT OF WAY FENCE.  THE ROD WAS
 SU0705'DRIVEN TO REFUSAL.
 SU0705'THE MARK IS 3 FT  N FROM A WITNESS POST.
 SU0705'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0737 ***********************************************************************
 SU0737  DESIGNATION -  J 445
 SU0737  PID         -  SU0737
 SU0737  STATE/COUNTY-  MT/LAKE
 SU0737  USGS QUAD   -  DIXON (1964)
 SU0737
 SU0737                         *CURRENT SURVEY CONTROL
 SU0737  ___________________________________________________________________
 SU0737* NAD 83(1986)-  47 21 41.     (N)    114 16 13.     (W)     SCALED    
 SU0737* NAVD 88     -       773.804  (meters)    2538.72   (feet)  ADJUSTED  
 SU0737  ___________________________________________________________________
 SU0737  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 SU0737  DYNAMIC HT  -         773.766 (meters)    2538.60  (feet)  COMP
 SU0737  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 SU0737
 SU0737  VERT ORDER  -  FIRST     CLASS II
 SU0737
 SU0737.The horizontal coordinates were scaled from a topographic map and have
 SU0737.an estimated accuracy of +/- 6 seconds.
 SU0737
 SU0737.The orthometric height was determined by differential leveling
 SU0737.and adjusted by the National Geodetic Survey in June 1991..
 SU0737
 SU0737.The geoid height was determined by GEOID03.
 SU0737
 SU0737.The dynamic height is computed by dividing the NAVD 88
 SU0737.geopotential number by the normal gravity value computed on the
 SU0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0737.degrees latitude (g = 980.6199 gals.).
 SU0737
 SU0737.The modeled gravity was interpolated from observed gravity values.
 SU0737
 SU0737;                    North         East    Units  Estimated Accuracy
 SU0737;SPC MT       -   356,690.      240,080.      MT  (+/- 180 meters Scaled)
 SU0737
 SU0737                          SUPERSEDED SURVEY CONTROL
 SU0737
 SU0737.No superseded survey control is available for this station.
 SU0737
 SU0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN061489(NAD 83)
 SU0737_MARKER: DB = BENCH MARK DISK
 SU0737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0737_SP_SET: STAINLESS STEEL ROD
 SU0737_STAMPING: J 445 1979
 SU0737_PROJECTION: FLUSH
 SU0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0737+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2002
 SU0737_ROD/PIPE-DEPTH: 8.53 meters
 SU0737
 SU0737  HISTORY     - Date     Condition        Report By
 SU0737  HISTORY     - 1979     MONUMENTED       NGS
 SU0737  HISTORY     - 20020122 GOOD             DUCKS
 SU0737
 SU0737                          STATION DESCRIPTION
 SU0737
 SU0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0737'8.75 MI SW FROM CHARLO.
 SU0737'8.75 MILES SOUTHEAST ALONG STATE HIGHWAY 212 FROM THE POST OFFICE
 SU0737'IN CHARLO, 51.5 FEET WEST OF THE CENTERLINE OF
 SU0737'THE HIGHWAY, 68 FEET EAST OF THE EAST RAIL, AND 4 FEET SOUTH OF THE
 SU0737'EIGHTH TELEGRAPH POLE NORTHEAST OF RAILROAD MILE POST 4.
 SU0737'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SU0737'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SU0737
 SU0737                          STATION RECOVERY (2002)
 SU0737
 SU0737'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GLJ)
 SU0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0767 ***********************************************************************
 SU0767  DESIGNATION -  J 446
 SU0767  PID         -  SU0767
 SU0767  STATE/COUNTY-  MT/MISSOULA
 SU0767  USGS QUAD   -  EVARO (1984)
 SU0767
 SU0767                         *CURRENT SURVEY CONTROL
 SU0767  ___________________________________________________________________
 SU0767* NAD 83(1986)-  47 01 08.     (N)    114 07 01.     (W)     SCALED    
 SU0767* NAVD 88     -      1148.143  (meters)    3766.87   (feet)  ADJUSTED  
 SU0767  ___________________________________________________________________
 SU0767  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 SU0767  DYNAMIC HT  -        1147.974 (meters)    3766.31  (feet)  COMP
 SU0767  MODELED GRAV-     980,427.3   (mgal)                       NAVD 88
 SU0767
 SU0767  VERT ORDER  -  FIRST     CLASS II
 SU0767
 SU0767.The horizontal coordinates were scaled from a topographic map and have
 SU0767.an estimated accuracy of +/- 6 seconds.
 SU0767
 SU0767.The orthometric height was determined by differential leveling
 SU0767.and adjusted by the National Geodetic Survey in June 1991..
 SU0767
 SU0767.The geoid height was determined by GEOID03.
 SU0767
 SU0767.The dynamic height is computed by dividing the NAVD 88
 SU0767.geopotential number by the normal gravity value computed on the
 SU0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0767.degrees latitude (g = 980.6199 gals.).
 SU0767
 SU0767.The modeled gravity was interpolated from observed gravity values.
 SU0767
 SU0767;                    North         East    Units  Estimated Accuracy
 SU0767;SPC MT       -   318,010.      249,390.      MT  (+/- 180 meters Scaled)
 SU0767
 SU0767                          SUPERSEDED SURVEY CONTROL
 SU0767
 SU0767.No superseded survey control is available for this station.
 SU0767
 SU0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN191112(NAD 83)
 SU0767_MARKER: DB = BENCH MARK DISK
 SU0767_SETTING: 66 = SET IN ROCK OUTCROP
 SU0767_SP_SET: ROCK OUTCROP
 SU0767_STAMPING: J 446 1979
 SU0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0767+STABILITY: POSITION/ELEVATION WELL
 SU0767
 SU0767  HISTORY     - Date     Condition        Report By
 SU0767  HISTORY     - 1979     MONUMENTED       NGS
 SU0767
 SU0767                          STATION DESCRIPTION
 SU0767
 SU0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0767'14.0 MI NW FROM MISSOULA.
 SU0767'9.1 MILES NORTHWEST ALONG U S HIGHWAY 93 (WEST BOARDWAY) FROM THE
 SU0767'FEDERAL BUILDING IN MISSOULA, THENCE
 SU0767'4.85 MILES NORTH ALONG U. S. HIGHWAY 93 FROM ITS OVERPASS OVER
 SU0767'INTERSTATE HIGHWAY 90, 0.25 MILE NORTHEAST OF HIGHWAY
 SU0767'MILE POST 5, SET IN THE NORTHWEST CORNER OF A DRIVEWAY BELONGING TO
 SU0767'F. ADAMS AND IN BEDROCK, 168 FEET WEST-NORTHWEST OF THE CENTERLINE
 SU0767'OF THE HIGHWAY, 34.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 SU0767'12 BY 65-FOOT MOBILE HOME, 17.5 FEET EAST OF THE EAST FENCE AROUND
 SU0767'THE MOBILE HOME, 3.5 FEET SOUTH OF THE NORTH FENCE ALONG THE DRIVEWAY.
 SU0767'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0720 ***********************************************************************
 RX0720  DESIGNATION -  J 447
 RX0720  PID         -  RX0720
 RX0720  STATE/COUNTY-  MT/GRANITE
 RX0720  USGS QUAD   -  RAVENNA (1989)
 RX0720
 RX0720                         *CURRENT SURVEY CONTROL
 RX0720  ___________________________________________________________________
 RX0720* NAD 83(1986)-  46 43 04.     (N)    113 32 14.     (W)     SCALED    
 RX0720* NAVD 88     -      1110.927  (meters)    3644.77   (feet)  ADJUSTED  
 RX0720  ___________________________________________________________________
 RX0720  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 RX0720  DYNAMIC HT  -        1110.701 (meters)    3644.02  (feet)  COMP
 RX0720  MODELED GRAV-     980,373.8   (mgal)                       NAVD 88
 RX0720  OBS GRAVITY -     980,380.1   (mgal)                       GRAV_OBS
 RX0720
 RX0720  VERT ORDER  -  FIRST     CLASS II
 RX0720
 RX0720.The horizontal coordinates were scaled from a topographic map and have
 RX0720.an estimated accuracy of +/- 6 seconds.
 RX0720
 RX0720.The orthometric height was determined by differential leveling
 RX0720.and adjusted by the National Geodetic Survey in June 1991..
 RX0720
 RX0720.The geoid height was determined by GEOID03.
 RX0720
 RX0720.The dynamic height is computed by dividing the NAVD 88
 RX0720.geopotential number by the normal gravity value computed on the
 RX0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0720.degrees latitude (g = 980.6199 gals.).
 RX0720
 RX0720.The modeled gravity was interpolated from observed gravity values.
 RX0720.The observed gravity was obtained from relative gravimeter ties
 RX0720.to the IGSN71 gravity network.
 RX0720
 RX0720;                    North         East    Units  Estimated Accuracy
 RX0720;SPC MT       -   282,170.      291,650.      MT  (+/- 180 meters Scaled)
 RX0720
 RX0720                          SUPERSEDED SURVEY CONTROL
 RX0720
 RX0720.No superseded survey control is available for this station.
 RX0720
 RX0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS060769(NAD 83)
 RX0720_MARKER: DB = BENCH MARK DISK
 RX0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0720_SP_SET: STAINLESS STEEL ROD
 RX0720_STAMPING: J 447 1979
 RX0720_PROJECTION: FLUSH
 RX0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0720_ROD/PIPE-DEPTH: 5.79 meters
 RX0720
 RX0720  HISTORY     - Date     Condition        Report By
 RX0720  HISTORY     - 1979     MONUMENTED       NGS
 RX0720
 RX0720                          STATION DESCRIPTION
 RX0720
 RX0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0720'11.6 MI SE FROM CLINTON.
 RX0720'11.6 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM THE INTERCHANGE
 RX0720'AT CLINTON, SET BETWEEN TWO WOODEN SUPPORTS FOR THE HIGHWAY RIGHT-OF-
 RX0720'WAY FENCE, 0.75 MILE EAST OF THE GRANITE-MISSOULA COUNTY LINE, 0.35
 RX0720'MILE EAST OF HIGHWAY MILE POST 132, 0.65 MILE WEST OF HIGHWAY MILE
 RX0720'POST 133, 79 FEET NORTH OF THE NORTH RAIL, 40 FEET SOUTH OF THE
 RX0720'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 115 FEET WEST OF
 RX0720'THE FIRST TELEGRAPH POLE WEST OF RAILROAD SIGNAL 92.2, 28 FEET EAST
 RX0720'OF A TELEGRAPH POLE, 4 FEET WEST OF THE EAST WOODEN SUPPORT POLE,
 RX0720'4 FEET EAST OF THE WEST WOODEN SUPPORT POLE AND 1 FOOT NORTH
 RX0720'OF THE RIGHT-OF-WAY FENCE.
 RX0720'THE MARK IS 1 FT  E FROM A WITNESS POST.
 RX0720'THE MARK IS 2 FT BELOW HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0754 ***********************************************************************
 RX0754  DESIGNATION -  J 448
 RX0754  PID         -  RX0754
 RX0754  STATE/COUNTY-  MT/POWELL
 RX0754  USGS QUAD   -  GARRISON (1989)
 RX0754
 RX0754                         *CURRENT SURVEY CONTROL
 RX0754  ___________________________________________________________________
 RX0754* NAD 83(1986)-  46 30 48.     (N)    112 47 13.     (W)     SCALED    
 RX0754* NAVD 88     -      1339.716  (meters)    4395.38   (feet)  ADJUSTED  
 RX0754  ___________________________________________________________________
 RX0754  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0754  DYNAMIC HT  -        1339.393 (meters)    4394.33  (feet)  COMP
 RX0754  MODELED GRAV-     980,326.7   (mgal)                       NAVD 88
 RX0754  OBS GRAVITY -     980,328.2   (mgal)                       GRAV_OBS
 RX0754
 RX0754  VERT ORDER  -  FIRST     CLASS II
 RX0754
 RX0754.The horizontal coordinates were scaled from a topographic map and have
 RX0754.an estimated accuracy of +/- 6 seconds.
 RX0754
 RX0754.The orthometric height was determined by differential leveling
 RX0754.and adjusted by the National Geodetic Survey in June 1991..
 RX0754
 RX0754.The geoid height was determined by GEOID03.
 RX0754
 RX0754.The dynamic height is computed by dividing the NAVD 88
 RX0754.geopotential number by the normal gravity value computed on the
 RX0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0754.degrees latitude (g = 980.6199 gals.).
 RX0754
 RX0754.The modeled gravity was interpolated from observed gravity values.
 RX0754.The observed gravity was obtained from relative gravimeter ties
 RX0754.to the IGSN71 gravity network.
 RX0754
 RX0754;                    North         East    Units  Estimated Accuracy
 RX0754;SPC MT       -   256,800.      347,970.      MT  (+/- 180 meters Scaled)
 RX0754
 RX0754                          SUPERSEDED SURVEY CONTROL
 RX0754
 RX0754.No superseded survey control is available for this station.
 RX0754
 RX0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS629526(NAD 83)
 RX0754_MARKER: DB = BENCH MARK DISK
 RX0754_SETTING: 66 = SET IN ROCK OUTCROP
 RX0754_SP_SET: ROCK OUTCROP
 RX0754_STAMPING: J 448 1979
 RX0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0754+STABILITY: POSITION/ELEVATION WELL
 RX0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0754+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 RX0754
 RX0754  HISTORY     - Date     Condition        Report By
 RX0754  HISTORY     - 1979     MONUMENTED       NGS
 RX0754  HISTORY     - 20051105 GOOD             ADACLA
 RX0754
 RX0754                          STATION DESCRIPTION
 RX0754
 RX0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0754'1.05 MI SE FROM GARRISON.
 RX0754'1.05 MILES SOUTHEAST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0754'HIGHWAY 12 IN GARRISON, 0.1 MILE SOUTHEAST OF A HIGHWAY OVERPASS
 RX0754'BRIDGE, AT HIGHWAY EXIT 175, 50 FEET NORTHEAST OF THE CENTERLINE
 RX0754'OF THE WEST BOUND LANES OF THE HIGHWAY, 140 FEET SOUTHEAST OF A
 RX0754'LAMP POST, SET IN THE TOP OF A ROCK OUTCROP IN A ROCK CUT.
 RX0754'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 RX0754'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 RX0754
 RX0754                          STATION RECOVERY (2005)
 RX0754
 RX0754'RECOVERY NOTE BY ADAMS AND CLARK INC 2005 (GMD)
 RX0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0784 ***********************************************************************
 RX0784  DESIGNATION -  J 449
 RX0784  PID         -  RX0784
 RX0784  STATE/COUNTY-  MT/SILVER BOW
 RX0784  USGS QUAD   -  BUTTE NORTH (1996)
 RX0784
 RX0784                         *CURRENT SURVEY CONTROL
 RX0784  ___________________________________________________________________
 RX0784* NAD 83(1986)-  46 00 22.     (N)    112 36 39.     (W)     SCALED    
 RX0784* NAVD 88     -      1653.604  (meters)    5425.20   (feet)  ADJUSTED  
 RX0784  ___________________________________________________________________
 RX0784  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 RX0784  DYNAMIC HT  -        1652.951 (meters)    5423.06  (feet)  COMP
 RX0784  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 RX0784
 RX0784  VERT ORDER  -  FIRST     CLASS II
 RX0784
 RX0784.The horizontal coordinates were scaled from a topographic map and have
 RX0784.an estimated accuracy of +/- 6 seconds.
 RX0784
 RX0784.The orthometric height was determined by differential leveling
 RX0784.and adjusted by the National Geodetic Survey in June 1991..
 RX0784
 RX0784.The geoid height was determined by GEOID03.
 RX0784
 RX0784.The dynamic height is computed by dividing the NAVD 88
 RX0784.geopotential number by the normal gravity value computed on the
 RX0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0784.degrees latitude (g = 980.6199 gals.).
 RX0784
 RX0784.The modeled gravity was interpolated from observed gravity values.
 RX0784
 RX0784;                    North         East    Units  Estimated Accuracy
 RX0784;SPC MT       -   199,940.      359,220.      MT  (+/- 180 meters Scaled)
 RX0784
 RX0784                          SUPERSEDED SURVEY CONTROL
 RX0784
 RX0784.No superseded survey control is available for this station.
 RX0784
 RX0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR752959(NAD 83)
 RX0784_MARKER: DB = BENCH MARK DISK
 RX0784_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RX0784_SP_SET: ABUTMENT
 RX0784_STAMPING: J 449 1979
 RX0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0784
 RX0784  HISTORY     - Date     Condition        Report By
 RX0784  HISTORY     - 1979     MONUMENTED       NGS
 RX0784
 RX0784                          STATION DESCRIPTION
 RX0784
 RX0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0784'1.2 MI EAST FROM SILVER BOW.
 RX0784'1.2 MILES EAST ALONG INTERSTATE 90 FROM THE JUNCTION OF INTERSTATE
 RX0784'15 NEAR SILVER BOW, ALSO 3.8 MILES WEST ALONG INTERSTATE 90 FROM THE
 RX0784'MONTANA STREET UNDERPASS IN BUTTE, SET IN TOP OF THE SOUTH END OF
 RX0784'THE EAST ABUTMENT OF THE HIGHWAY BRIDGE FOR EXIT 122, ON THE
 RX0784'EASTBOUND LANES SIDE, 21 FEET SOUTH OF THE CENTERLINE OF THE
 RX0784'EASTBOUND LANES.
 RX0784'THE MARK IS ABOVE LEVEL WITH EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0294 ***********************************************************************
 PZ0294  DESIGNATION -  J 45
 PZ0294  PID         -  PZ0294
 PZ0294  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0294  USGS QUAD   -  GARFIELD CANYON (1965)
 PZ0294
 PZ0294                         *CURRENT SURVEY CONTROL
 PZ0294  ___________________________________________________________________
 PZ0294* NAD 83(1986)-  44 58 27.     (N)    112 54 02.     (W)     SCALED    
 PZ0294* NAVD 88     -      1682.742  (meters)    5520.80   (feet)  ADJUSTED  
 PZ0294  ___________________________________________________________________
 PZ0294  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 PZ0294  DYNAMIC HT  -        1681.944 (meters)    5518.18  (feet)  COMP
 PZ0294  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 PZ0294
 PZ0294  VERT ORDER  -  FIRST     CLASS II
 PZ0294
 PZ0294.The horizontal coordinates were scaled from a topographic map and have
 PZ0294.an estimated accuracy of +/- 6 seconds.
 PZ0294
 PZ0294.The orthometric height was determined by differential leveling
 PZ0294.and adjusted by the National Geodetic Survey in June 1991..
 PZ0294
 PZ0294.The geoid height was determined by GEOID03.
 PZ0294
 PZ0294.The dynamic height is computed by dividing the NAVD 88
 PZ0294.geopotential number by the normal gravity value computed on the
 PZ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0294.degrees latitude (g = 980.6199 gals.).
 PZ0294
 PZ0294.The modeled gravity was interpolated from observed gravity values.
 PZ0294
 PZ0294;                    North         East    Units  Estimated Accuracy
 PZ0294;SPC MT       -    86,320.      331,840.      MT  (+/- 180 meters Scaled)
 PZ0294
 PZ0294                          SUPERSEDED SURVEY CONTROL
 PZ0294
 PZ0294  NGVD 29 (??/??/92) 1681.463  (m)         5516.60   (f) ADJ UNCH    1 2
 PZ0294
 PZ0294.Superseded values are not recommended for survey control.
 PZ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0294.See file dsdata.txt to determine how the superseded data were derived.
 PZ0294
 PZ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ501818(NAD 83)
 PZ0294_MARKER: DB = BENCH MARK DISK
 PZ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0294_STAMPING: J 45 1933
 PZ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0294+STABILITY: SURFACE MOTION
 PZ0294
 PZ0294  HISTORY     - Date     Condition        Report By
 PZ0294  HISTORY     - 1933     MONUMENTED       CGS
 PZ0294  HISTORY     - 1935     MARK NOT FOUND   NGS
 PZ0294
 PZ0294                          STATION DESCRIPTION
 PZ0294
 PZ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PZ0294'1.6 MI W FROM ARMSTEAD.
 PZ0294'1.6 MILES WEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH RAILROAD
 PZ0294'FROM ARMSTEAD, BEAVERHEAD COUNTY, 60 FEET NORTHWEST OF A FARM-ROAD
 PZ0294'CROSSING, 50 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 20 FEET
 PZ0294'WEST OF THE ROAD.  A STANDARD DISK, STAMPED J 45 1933 AND SET IN THE
 PZ0294'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0033 ***********************************************************************
 RX0033  DESIGNATION -  J 451
 RX0033  PID         -  RX0033
 RX0033  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0033  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0033
 RX0033                         *CURRENT SURVEY CONTROL
 RX0033  ___________________________________________________________________
 RX0033* NAD 83(1986)-  46 38 30.     (N)    112 03 09.     (W)     SCALED    
 RX0033* NAVD 88     -      1166.073  (meters)    3825.69   (feet)  ADJUSTED  
 RX0033  ___________________________________________________________________
 RX0033  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RX0033  DYNAMIC HT  -        1165.836 (meters)    3824.91  (feet)  COMP
 RX0033  MODELED GRAV-     980,371.1   (mgal)                       NAVD 88
 RX0033
 RX0033  VERT ORDER  -  FIRST     CLASS II
 RX0033
 RX0033.The horizontal coordinates were scaled from a topographic map and have
 RX0033.an estimated accuracy of +/- 6 seconds.
 RX0033
 RX0033.The orthometric height was determined by differential leveling
 RX0033.and adjusted by the National Geodetic Survey in June 1991..
 RX0033
 RX0033.The geoid height was determined by GEOID03.
 RX0033
 RX0033.The dynamic height is computed by dividing the NAVD 88
 RX0033.geopotential number by the normal gravity value computed on the
 RX0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0033.degrees latitude (g = 980.6199 gals.).
 RX0033
 RX0033.The modeled gravity was interpolated from observed gravity values.
 RX0033
 RX0033;                    North         East    Units  Estimated Accuracy
 RX0033;SPC MT       -   268,950.      404,720.      MT  (+/- 180 meters Scaled)
 RX0033
 RX0033                          SUPERSEDED SURVEY CONTROL
 RX0033
 RX0033  NGVD 29 (??/??/92) 1165.047  (m)         3822.32   (f) ADJ UNCH    1 2
 RX0033
 RX0033.Superseded values are not recommended for survey control.
 RX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0033.See file dsdata.txt to determine how the superseded data were derived.
 RX0033
 RX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS194658(NAD 83)
 RX0033_MARKER: DB = BENCH MARK DISK
 RX0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0033_STAMPING: J 451 1936
 RX0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0033+STABILITY: SURFACE MOTION
 RX0033
 RX0033  HISTORY     - Date     Condition        Report By
 RX0033  HISTORY     - 1936     MONUMENTED       CGS
 RX0033  HISTORY     - 1962     GOOD             NGS
 RX0033  HISTORY     - 1979     GOOD             NGS
 RX0033
 RX0033                          STATION DESCRIPTION
 RX0033
 RX0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0033'3.5 MI NW FROM HELENA.
 RX0033'3.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0033'OF BENTON AVENUE AT HELENA, AT THE CROSSING OF A COUNTY ROAD, 90 FEET
 RX0033'EAST-SOUTHEAST OF THE THIRD POLE NORTH-NORTHEAST OF MILEPOST 209, 41.7
 RX0033'FEET EAST-SOUTHEAST OF THE NEAR RAIL, 51 FEET SOUTH-SOUTHWEST OF THE
 RX0033'CENTER LINE OF THE ROAD, 6.8 FEET WEST-NORTHWEST OF A FENCE, 15 FEET
 RX0033'SOUTHWEST OF A FENCE CORNER, 1.0 FOOT WEST-NORTHWEST OF A WITNESS
 RX0033'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RX0033'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 RX0033
 RX0033                          STATION RECOVERY (1979)
 RX0033
 RX0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0051 ***********************************************************************
 RX0051  DESIGNATION -  J 452
 RX0051  PID         -  RX0051
 RX0051  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0051  USGS QUAD   -  SILVER CITY (1976)
 RX0051
 RX0051                         *CURRENT SURVEY CONTROL
 RX0051  ___________________________________________________________________
 RX0051* NAD 83(1986)-  46 49 30.     (N)    112 12 08.     (W)     SCALED    
 RX0051* NAVD 88     -      1261.818  (meters)    4139.81   (feet)  ADJUSTED  
 RX0051  ___________________________________________________________________
 RX0051  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 RX0051  DYNAMIC HT  -        1261.568 (meters)    4138.99  (feet)  COMP
 RX0051  MODELED GRAV-     980,372.1   (mgal)                       NAVD 88
 RX0051
 RX0051  VERT ORDER  -  FIRST     CLASS II
 RX0051
 RX0051.The horizontal coordinates were scaled from a topographic map and have
 RX0051.an estimated accuracy of +/- 6 seconds.
 RX0051
 RX0051.The orthometric height was determined by differential leveling
 RX0051.and adjusted by the National Geodetic Survey in June 1991..
 RX0051
 RX0051.The geoid height was determined by GEOID03.
 RX0051
 RX0051.The dynamic height is computed by dividing the NAVD 88
 RX0051.geopotential number by the normal gravity value computed on the
 RX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0051.degrees latitude (g = 980.6199 gals.).
 RX0051
 RX0051.The modeled gravity was interpolated from observed gravity values.
 RX0051
 RX0051;                    North         East    Units  Estimated Accuracy
 RX0051;SPC MT       -   289,690.      393,980.      MT  (+/- 180 meters Scaled)
 RX0051
 RX0051                          SUPERSEDED SURVEY CONTROL
 RX0051
 RX0051  NGVD 29 (??/??/92) 1260.788  (m)         4136.44   (f) ADJ UNCH    1 2
 RX0051
 RX0051.Superseded values are not recommended for survey control.
 RX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0051.See file dsdata.txt to determine how the superseded data were derived.
 RX0051
 RX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS083864(NAD 83)
 RX0051_MARKER: DB = BENCH MARK DISK
 RX0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0051_STAMPING: J 452 1936
 RX0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0051+STABILITY: SURFACE MOTION
 RX0051
 RX0051  HISTORY     - Date     Condition        Report By
 RX0051  HISTORY     - 1936     MONUMENTED       CGS
 RX0051  HISTORY     - 1962     GOOD             NGS
 RX0051
 RX0051                          STATION DESCRIPTION
 RX0051
 RX0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0051'16.6 MI S FROM WOLF CREEK.
 RX0051'16.6 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RX0051'WOLF CREEK, 0.4 MILE SOUTH OF A STEEL TRUSS BRIDGE AND CROSSING OF A
 RX0051'ROAD, 48 FEET SOUTHWEST OF THE SIXTH POLE NORTH OF MILEPOST 192, 44.0
 RX0051'FEET WEST OF THE WEST RAIL, 12.0 FEET EAST OF A FENCE, 2.0 FEET WEST
 RX0051'OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN THE
 RX0051'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0279 ***********************************************************************
 RX0279  DESIGNATION -  J 453
 RX0279  PID         -  RX0279
 RX0279  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0279  USGS QUAD   -  CANYON CREEK (1968)
 RX0279
 RX0279                         *CURRENT SURVEY CONTROL
 RX0279  ___________________________________________________________________
 RX0279* NAD 83(1986)-  46 48 20.     (N)    112 15 30.     (W)     SCALED    
 RX0279* NAVD 88     -      1312.039  (meters)    4304.58   (feet)  ADJUSTED  
 RX0279  ___________________________________________________________________
 RX0279  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 RX0279  DYNAMIC HT  -        1311.756 (meters)    4303.65  (feet)  COMP
 RX0279  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 RX0279
 RX0279  VERT ORDER  -  FIRST     CLASS II
 RX0279
 RX0279.The horizontal coordinates were scaled from a topographic map and have
 RX0279.an estimated accuracy of +/- 6 seconds.
 RX0279
 RX0279.The orthometric height was determined by differential leveling
 RX0279.and adjusted by the National Geodetic Survey in June 1991..
 RX0279
 RX0279.The geoid height was determined by GEOID03.
 RX0279
 RX0279.The dynamic height is computed by dividing the NAVD 88
 RX0279.geopotential number by the normal gravity value computed on the
 RX0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0279.degrees latitude (g = 980.6199 gals.).
 RX0279
 RX0279.The modeled gravity was interpolated from observed gravity values.
 RX0279
 RX0279;                    North         East    Units  Estimated Accuracy
 RX0279;SPC MT       -   287,680.      389,620.      MT  (+/- 180 meters Scaled)
 RX0279
 RX0279                          SUPERSEDED SURVEY CONTROL
 RX0279
 RX0279  NGVD 29 (??/??/92) 1310.983  (m)         4301.12   (f) ADJ UNCH    1 2
 RX0279
 RX0279.Superseded values are not recommended for survey control.
 RX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0279.See file dsdata.txt to determine how the superseded data were derived.
 RX0279
 RX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS039843(NAD 83)
 RX0279_MARKER: DB = BENCH MARK DISK
 RX0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0279_STAMPING: J 453 1936
 RX0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0279+STABILITY: SURFACE MOTION
 RX0279
 RX0279  HISTORY     - Date     Condition        Report By
 RX0279  HISTORY     - 1936     MONUMENTED       CGS
 RX0279  HISTORY     - 1958     MARK NOT FOUND   USGS
 RX0279
 RX0279                          STATION DESCRIPTION
 RX0279
 RX0279'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX0279'IN CANYON CREEK.
 RX0279'AT CANYON CREEK, LEWIS AND CLARK COUNTY, 74 YARDS SOUTHEAST OF THE
 RX0279'J.F. HOLLENBACK STORE AND POST OFFICE, 27 FEET SOUTH OF THE CENTERLINE
 RX0279'OF THE SILVER CITY-WILBORN ROAD, AND 1 FOOT NORTH OF A FENCE. A
 RX0279'STANDARD DISK, STAMPED J 453 1936 AND SET IN THE TOP OF A CONCRETE
 RX0279'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0174 ***********************************************************************
 RX0174  DESIGNATION -  J 454
 RX0174  PID         -  RX0174
 RX0174  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0174  USGS QUAD   -  HELENA (1985)
 RX0174
 RX0174                         *CURRENT SURVEY CONTROL
 RX0174  ___________________________________________________________________
 RX0174* NAD 83(1986)-  46 34 36.     (N)    112 00 56.     (W)     SCALED    
 RX0174* NAVD 88     -      1324.327  (meters)    4344.90   (feet)  ADJUSTED  
 RX0174  ___________________________________________________________________
 RX0174  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0174  DYNAMIC HT  -        1324.022 (meters)    4343.90  (feet)  COMP
 RX0174  MODELED GRAV-     980,338.1   (mgal)                       NAVD 88
 RX0174
 RX0174  VERT ORDER  -  FIRST     CLASS II
 RX0174
 RX0174.The horizontal coordinates were scaled from a topographic map and have
 RX0174.an estimated accuracy of +/- 6 seconds.
 RX0174
 RX0174.The orthometric height was determined by differential leveling
 RX0174.and adjusted by the National Geodetic Survey in June 1991..
 RX0174
 RX0174.The geoid height was determined by GEOID03.
 RX0174
 RX0174.The dynamic height is computed by dividing the NAVD 88
 RX0174.geopotential number by the normal gravity value computed on the
 RX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0174.degrees latitude (g = 980.6199 gals.).
 RX0174
 RX0174.The modeled gravity was interpolated from observed gravity values.
 RX0174
 RX0174;                    North         East    Units  Estimated Accuracy
 RX0174;SPC MT       -   261,640.      407,320.      MT  (+/- 180 meters Scaled)
 RX0174
 RX0174                          SUPERSEDED SURVEY CONTROL
 RX0174
 RX0174  NGVD 29 (??/??/92) 1323.317  (m)         4341.58   (f) ADJ UNCH    1 2
 RX0174
 RX0174.Superseded values are not recommended for survey control.
 RX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0174.See file dsdata.txt to determine how the superseded data were derived.
 RX0174
 RX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS221586(NAD 83)
 RX0174_MARKER: DB = BENCH MARK DISK
 RX0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0174_STAMPING: J 454 1936
 RX0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0174+STABILITY: SURFACE MOTION
 RX0174
 RX0174  HISTORY     - Date     Condition        Report By
 RX0174  HISTORY     - 1936     MONUMENTED       CGS
 RX0174  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0174
 RX0174                          STATION DESCRIPTION
 RX0174
 RX0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0174'0.9 MI SE FROM HELENA.
 RX0174'0.9 MILE SOUTHEAST ALONG MONTANA AVENUE AND A MOUNTAIN ROAD FROM THE
 RX0174'STATE CAPITOL AT HELENA, LEWIS AND CLARK COUNTY, 1/4 MILE SOUTHEAST OF
 RX0174'THE DR. C.W. MAHAFFAY RESIDENCE, ON LINE WITH THE CENTER OF
 RX0174'INTERMOUNTAIN COLLEGE MILLS HALL AND THE NORTHERN PACIFIC RAILWAY RED
 RX0174'WOODEN WATER TANK, 114 FEET NORTH OF THE CENTERLINE OF THE ROAD, 23
 RX0174'FEET NORTH OF A TRAIL, AND NEAR A MOUND OF STONE.  A STANDARD DISK,
 RX0174'STAMPED J 454 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0125 ***********************************************************************
 RX0125  DESIGNATION -  J 455
 RX0125  PID         -  RX0125
 RX0125  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0125  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0125
 RX0125                         *CURRENT SURVEY CONTROL
 RX0125  ___________________________________________________________________
 RX0125* NAD 83(1986)-  46 38 13.     (N)    112 01 15.     (W)     SCALED    
 RX0125* NAVD 88     -      1148.245  (meters)    3767.20   (feet)  ADJUSTED  
 RX0125  ___________________________________________________________________
 RX0125  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RX0125  DYNAMIC HT  -        1148.016 (meters)    3766.45  (feet)  COMP
 RX0125  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 RX0125
 RX0125  VERT ORDER  -  FIRST     CLASS II
 RX0125
 RX0125.The horizontal coordinates were scaled from a topographic map and have
 RX0125.an estimated accuracy of +/- 6 seconds.
 RX0125
 RX0125.The orthometric height was determined by differential leveling
 RX0125.and adjusted by the National Geodetic Survey in June 1991..
 RX0125
 RX0125.The geoid height was determined by GEOID03.
 RX0125
 RX0125.The dynamic height is computed by dividing the NAVD 88
 RX0125.geopotential number by the normal gravity value computed on the
 RX0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0125.degrees latitude (g = 980.6199 gals.).
 RX0125
 RX0125.The modeled gravity was interpolated from observed gravity values.
 RX0125
 RX0125;                    North         East    Units  Estimated Accuracy
 RX0125;SPC MT       -   268,350.      407,130.      MT  (+/- 180 meters Scaled)
 RX0125
 RX0125                          SUPERSEDED SURVEY CONTROL
 RX0125
 RX0125  NGVD 29 (??/??/92) 1147.276  (m)         3764.02   (f) ADJ UNCH    1 2
 RX0125
 RX0125.Superseded values are not recommended for survey control.
 RX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0125.See file dsdata.txt to determine how the superseded data were derived.
 RX0125
 RX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS218653(NAD 83)
 RX0125_MARKER: DB = BENCH MARK DISK
 RX0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0125_STAMPING: J 455 1936
 RX0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0125+STABILITY: SURFACE MOTION
 RX0125
 RX0125  HISTORY     - Date     Condition        Report By
 RX0125  HISTORY     - 1936     MONUMENTED       CGS
 RX0125  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0125
 RX0125                          STATION DESCRIPTION
 RX0125
 RX0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0125'3.5 MI N FROM HELENA.
 RX0125'3.5 MILES NORTH ALONG MONTANA AVENUE AND U.S. HIGHWAY 91 FROM THE
 RX0125'STATE CAPITOL AT HELENA, LEWIS AND CLARK COUNTY, 0.6 MILE NORTH OF THE
 RX0125'RESURRECTION CEMETERY ENTRANCE, 0.2 MILE SOUTH OF A CONCRETE BRIDGE,
 RX0125'30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE, AND NEAR A
 RX0125'MOUND OF STONE.  A STANDARD DISK, STAMPED J 455 1936 AND SET IN THE
 RX0125'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0079 ***********************************************************************
 RX0079  DESIGNATION -  J 456
 RX0079  PID         -  RX0079
 RX0079  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0079  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0079
 RX0079                         *CURRENT SURVEY CONTROL
 RX0079  ___________________________________________________________________
 RX0079* NAD 83(1986)-  46 42 17.     (N)    112 01 17.     (W)     SCALED    
 RX0079* NAVD 88     -      1144.701  (meters)    3755.57   (feet)  ADJUSTED  
 RX0079  ___________________________________________________________________
 RX0079  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RX0079  DYNAMIC HT  -        1144.476 (meters)    3754.84  (feet)  COMP
 RX0079  MODELED GRAV-     980,379.2   (mgal)                       NAVD 88
 RX0079
 RX0079  VERT ORDER  -  FIRST     CLASS II
 RX0079
 RX0079.The horizontal coordinates were scaled from a topographic map and have
 RX0079.an estimated accuracy of +/- 6 seconds.
 RX0079
 RX0079.The orthometric height was determined by differential leveling
 RX0079.and adjusted by the National Geodetic Survey in June 1991..
 RX0079
 RX0079.The geoid height was determined by GEOID03.
 RX0079
 RX0079.The dynamic height is computed by dividing the NAVD 88
 RX0079.geopotential number by the normal gravity value computed on the
 RX0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0079.degrees latitude (g = 980.6199 gals.).
 RX0079
 RX0079.The modeled gravity was interpolated from observed gravity values.
 RX0079
 RX0079;                    North         East    Units  Estimated Accuracy
 RX0079;SPC MT       -   275,870.      407,330.      MT  (+/- 180 meters Scaled)
 RX0079
 RX0079                          SUPERSEDED SURVEY CONTROL
 RX0079
 RX0079  NGVD 29 (??/??/92) 1143.723  (m)         3752.36   (f) ADJ UNCH    1 2
 RX0079
 RX0079.Superseded values are not recommended for survey control.
 RX0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0079.See file dsdata.txt to determine how the superseded data were derived.
 RX0079
 RX0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS219728(NAD 83)
 RX0079_MARKER: DB = BENCH MARK DISK
 RX0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0079_STAMPING: J 456 1936
 RX0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0079+STABILITY: SURFACE MOTION
 RX0079
 RX0079  HISTORY     - Date     Condition        Report By
 RX0079  HISTORY     - 1936     MONUMENTED       CGS
 RX0079  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0079
 RX0079                          STATION DESCRIPTION
 RX0079
 RX0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0079'1.0 MI N FROM IRON.
 RX0079'1.0 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION SIGN
 RX0079'AT IRON, LEWIS AND CLARK COUNTY, 2.4 MILES EAST ALONG A COUNTY ROAD,
 RX0079'AT THE JUNCTION OF U.S. HIGHWAY 91, 63 FEET EAST OF THE S.D. INGERSOL
 RX0079'FARMHOUSE, 20 YARDS WEST OF THE SHANTY NITE CLUB, 42 FEET WEST OF THE
 RX0079'CENTERLINE OF THE HIGHWAY, 85 FEET NORTH OF THE CENTERLINE OF THE
 RX0079'COUNTY ROAD, AND 1-1/2 FEET WEST OF A FENCE.  A STANDARD DISK STAMPED
 RX0079'J 456 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0177 ***********************************************************************
 RX0177  DESIGNATION -  J 457
 RX0177  PID         -  RX0177
 RX0177  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0177  USGS QUAD   -  HELENA (1985)
 RX0177
 RX0177                         *CURRENT SURVEY CONTROL
 RX0177  ___________________________________________________________________
 RX0177* NAD 83(1986)-  46 35 00.     (N)    112 01 16.     (W)     SCALED    
 RX0177* NAVD 88     -      1279.868  (meters)    4199.03   (feet)  ADJUSTED  
 RX0177  ___________________________________________________________________
 RX0177  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RX0177  DYNAMIC HT  -        1279.578 (meters)    4198.08  (feet)  COMP
 RX0177  MODELED GRAV-     980,344.0   (mgal)                       NAVD 88
 RX0177
 RX0177  VERT ORDER  -  FIRST     CLASS II
 RX0177
 RX0177.The horizontal coordinates were scaled from a topographic map and have
 RX0177.an estimated accuracy of +/- 6 seconds.
 RX0177
 RX0177.The orthometric height was determined by differential leveling
 RX0177.and adjusted by the National Geodetic Survey in June 1991..
 RX0177
 RX0177.The geoid height was determined by GEOID03.
 RX0177
 RX0177.The dynamic height is computed by dividing the NAVD 88
 RX0177.geopotential number by the normal gravity value computed on the
 RX0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0177.degrees latitude (g = 980.6199 gals.).
 RX0177
 RX0177.The modeled gravity was interpolated from observed gravity values.
 RX0177
 RX0177;                    North         East    Units  Estimated Accuracy
 RX0177;SPC MT       -   262,390.      406,910.      MT  (+/- 180 meters Scaled)
 RX0177
 RX0177                          SUPERSEDED SURVEY CONTROL
 RX0177
 RX0177  NGVD 29 (??/??/92) 1278.864  (m)         4195.74   (f) ADJ UNCH    1 2
 RX0177
 RX0177.Superseded values are not recommended for survey control.
 RX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0177.See file dsdata.txt to determine how the superseded data were derived.
 RX0177
 RX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS217593(NAD 83)
 RX0177_MARKER: DB = BENCH MARK DISK
 RX0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0177_STAMPING: J 457 1936
 RX0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0177+STABILITY: SURFACE MOTION
 RX0177
 RX0177  HISTORY     - Date     Condition        Report By
 RX0177  HISTORY     - 1936     MONUMENTED       CGS
 RX0177  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0177
 RX0177                          STATION DESCRIPTION
 RX0177
 RX0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0177'IN HELENA.
 RX0177'AT HELENA, LEWIS AND CLARK COUNTY, AT THE INTERSECTION OF EAST STATE
 RX0177'AND SOUTH DAKOTA AVENUES, 86 FEET EAST OF THE CENTERLINE OF SOUTH
 RX0177'DAKOTA AVENUE, 28 FEET NORTH OF THE CENTERLINE OF EAST STATE AVENUE,
 RX0177'AND 4 FEET SOUTHEAST OF A GARDEN FENCE CORNER.  A STANDARD DISK,
 RX0177'STAMPED J 457 1936 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 RX0177'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0295 ***********************************************************************
 RW0295  DESIGNATION -  J 458
 RW0295  PID         -  RW0295
 RW0295  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0295  USGS QUAD   -  EAST HELENA (1985)
 RW0295
 RW0295                         *CURRENT SURVEY CONTROL
 RW0295  ___________________________________________________________________
 RW0295* NAD 83(1986)-  46 34 59.     (N)    111 55 40.     (W)     SCALED    
 RW0295* NAVD 88     -      1201.674  (meters)    3942.49   (feet)  ADJUSTED  
 RW0295  ___________________________________________________________________
 RW0295  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RW0295  DYNAMIC HT  -        1201.409 (meters)    3941.62  (feet)  COMP
 RW0295  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 RW0295
 RW0295  VERT ORDER  -  FIRST     CLASS II
 RW0295
 RW0295.The horizontal coordinates were scaled from a topographic map and have
 RW0295.an estimated accuracy of +/- 6 seconds.
 RW0295
 RW0295.The orthometric height was determined by differential leveling
 RW0295.and adjusted by the National Geodetic Survey in June 1991..
 RW0295
 RW0295.The geoid height was determined by GEOID03.
 RW0295
 RW0295.The dynamic height is computed by dividing the NAVD 88
 RW0295.geopotential number by the normal gravity value computed on the
 RW0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0295.degrees latitude (g = 980.6199 gals.).
 RW0295
 RW0295.The modeled gravity was interpolated from observed gravity values.
 RW0295
 RW0295;                    North         East    Units  Estimated Accuracy
 RW0295;SPC MT       -   262,140.      414,060.      MT  (+/- 180 meters Scaled)
 RW0295
 RW0295                          SUPERSEDED SURVEY CONTROL
 RW0295
 RW0295  NGVD 29 (??/??/92) 1200.62   (m)         3939.0    (f) COMPUTED    1 2
 RW0295
 RW0295.Superseded values are not recommended for survey control.
 RW0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0295.See file dsdata.txt to determine how the superseded data were derived.
 RW0295
 RW0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS289592(NAD 83)
 RW0295_MARKER: DB = BENCH MARK DISK
 RW0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0295_STAMPING: J 458 1936
 RW0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0295+STABILITY: SURFACE MOTION
 RW0295
 RW0295  HISTORY     - Date     Condition        Report By
 RW0295  HISTORY     - 1936     MONUMENTED       CGS
 RW0295  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0295
 RW0295                          STATION DESCRIPTION
 RW0295
 RW0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0295'0.4 MI S FROM EAST HELENA.
 RW0295'0.4 MI. S. ALONG COUNTY ROAD FROM N. P. RR. STATION BLDG. ALONG THE
 RW0295'RIGHT OF WAY OF THE COUNTY ROAD FROM EAST HELENA TO JUNCTION WITH U.S.
 RW0295'HWY. NO. 91, 138 YDS S. OF THE GREAT NORTHERN RAILROAD SIGNBOARD FOUR
 RW0295'RANGE, 53 FEET W. OF CENTERLINE OF ROAD, 170 YDS S.W. OF B.M. H 458,
 RW0295'105 YDS. N. OF B.M. K 458, AND SET FLUSH WITH THE GROUND.
 RW0295
 RW0295                          STATION RECOVERY (1962)
 RW0295
 RW0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RW0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0270 ***********************************************************************
 RW0270  DESIGNATION -  J 459
 RW0270  PID         -  RW0270
 RW0270  STATE/COUNTY-  MT/JEFFERSON
 RW0270  USGS QUAD   -  EAST HELENA (1985)
 RW0270
 RW0270                         *CURRENT SURVEY CONTROL
 RW0270  ___________________________________________________________________
 RW0270* NAD 83(1986)-  46 33 52.     (N)    111 57 23.     (W)     SCALED    
 RW0270* NAVD 88     -      1284.261  (meters)    4213.45   (feet)  POSTED    
 RW0270  ___________________________________________________________________
 RW0270  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 RW0270  DYNAMIC HT  -        1283.970 (meters)    4212.49  (feet)  COMP
 RW0270  MODELED GRAV-     980,341.0   (mgal)                       NAVD 88
 RW0270
 RW0270  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RW0270
 RW0270.The horizontal coordinates were scaled from a topographic map and have
 RW0270.an estimated accuracy of +/- 6 seconds.
 RW0270
 RW0270.The orthometric height was determined by differential leveling
 RW0270.and adjusted by the National Geodetic Survey in 1992..
 RW0270.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RW0270.rate of 2.1 thru 3.0 mm/km.
 RW0270
 RW0270.The geoid height was determined by GEOID03.
 RW0270
 RW0270.The dynamic height is computed by dividing the NAVD 88
 RW0270.geopotential number by the normal gravity value computed on the
 RW0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0270.degrees latitude (g = 980.6199 gals.).
 RW0270
 RW0270.The modeled gravity was interpolated from observed gravity values.
 RW0270
 RW0270;                    North         East    Units  Estimated Accuracy
 RW0270;SPC MT       -   260,140.      411,800.      MT  (+/- 180 meters Scaled)
 RW0270
 RW0270                          SUPERSEDED SURVEY CONTROL
 RW0270
 RW0270  NGVD 29 (??/??/92) 1283.22   (m)         4210.0    (f) COMPUTED    1 2
 RW0270
 RW0270.Superseded values are not recommended for survey control.
 RW0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0270.See file dsdata.txt to determine how the superseded data were derived.
 RW0270
 RW0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS267572(NAD 83)
 RW0270_MARKER: DB = BENCH MARK DISK
 RW0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0270_STAMPING: J 459 1936
 RW0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0270+STABILITY: SURFACE MOTION
 RW0270
 RW0270  HISTORY     - Date     Condition        Report By
 RW0270  HISTORY     - 1936     MONUMENTED       CGS
 RW0270  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0270
 RW0270                          STATION DESCRIPTION
 RW0270
 RW0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0270'2.5 MI SW FROM EAST HELENA.
 RW0270'IN JEFFERSON COUNTY, 2.5 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE
 RW0270'NORTHERN PACIFIC RAILWAY STATION AT EAST HELENA, LEWIS AND CLARK
 RW0270'COUNTY, ABOUT 208 YARDS NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 RW0270'91, AND 30 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 RW0270'DISK, STAMPED J 459 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0123 ***********************************************************************
 QU0123  DESIGNATION -  J 46
 QU0123  PID         -  QU0123
 QU0123  STATE/COUNTY-  MT/POWDER RIVER
 QU0123  USGS QUAD   -  FIGHTING BUTTE (1973)
 QU0123
 QU0123                         *CURRENT SURVEY CONTROL
 QU0123  ___________________________________________________________________
 QU0123* NAD 83(1986)-  45 21 53.     (N)    105 16 30.     (W)     SCALED    
 QU0123* NAVD 88     -       951.298  (meters)    3121.05   (feet)  ADJUSTED  
 QU0123  ___________________________________________________________________
 QU0123  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 QU0123  DYNAMIC HT  -         951.094 (meters)    3120.38  (feet)  COMP
 QU0123  MODELED GRAV-     980,368.9   (mgal)                       NAVD 88
 QU0123
 QU0123  VERT ORDER  -  FIRST     CLASS II
 QU0123
 QU0123.The horizontal coordinates were scaled from a topographic map and have
 QU0123.an estimated accuracy of +/- 6 seconds.
 QU0123
 QU0123.The orthometric height was determined by differential leveling
 QU0123.and adjusted by the National Geodetic Survey in June 1991..
 QU0123
 QU0123.The geoid height was determined by GEOID03.
 QU0123
 QU0123.The dynamic height is computed by dividing the NAVD 88
 QU0123.geopotential number by the normal gravity value computed on the
 QU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0123.degrees latitude (g = 980.6199 gals.).
 QU0123
 QU0123.The modeled gravity was interpolated from observed gravity values.
 QU0123
 QU0123;                    North         East    Units  Estimated Accuracy
 QU0123;SPC MT       -   132,820.      930,780.      MT  (+/- 180 meters Scaled)
 QU0123
 QU0123                          SUPERSEDED SURVEY CONTROL
 QU0123
 QU0123  NGVD 29 (??/??/92)  950.70   (m)         3119.1    (f) COMPUTED    1 2
 QU0123
 QU0123.Superseded values are not recommended for survey control.
 QU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0123.See file dsdata.txt to determine how the superseded data were derived.
 QU0123
 QU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL784235(NAD 83)
 QU0123_MARKER: DB = BENCH MARK DISK
 QU0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0123_STAMPING: J-46 1934
 QU0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0123+STABILITY: SURFACE MOTION
 QU0123
 QU0123  HISTORY     - Date     Condition        Report By
 QU0123  HISTORY     - 1934     MONUMENTED       CGS
 QU0123  HISTORY     - 19950928 MARK NOT FOUND   NGS
 QU0123
 QU0123                          STATION DESCRIPTION
 QU0123
 QU0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0123'8.8 MI SE FROM BROADUS.
 QU0123'8.8 MILES SE OF AND ALONG STATE HWY 22 104 YARDS E OF A WOODEN
 QU0123'BRIDGE, 53 FT N OF CENTER OF HIGHWAY, 5 FT N OF R/W FENCE.
 QU0123
 QU0123                          STATION RECOVERY (1995)
 QU0123
 QU0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0123'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0124 ***********************************************************************
 QU0124  DESIGNATION -  J 46 RESET
 QU0124  PID         -  QU0124
 QU0124  STATE/COUNTY-  MT/POWDER RIVER
 QU0124  USGS QUAD   -  FIGHTING BUTTE (1973)
 QU0124
 QU0124                         *CURRENT SURVEY CONTROL
 QU0124  ___________________________________________________________________
 QU0124* NAD 83(1986)-  45 21 53.     (N)    105 16 30.     (W)     SCALED    
 QU0124* NAVD 88     -       951.73   (meters)    3122.5    (feet)  RESET     
 QU0124  ___________________________________________________________________
 QU0124  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 QU0124
 QU0124  VERT ORDER  -  THIRD
 QU0124
 QU0124.The horizontal coordinates were scaled from a topographic map and have
 QU0124.an estimated accuracy of +/- 6 seconds.
 QU0124
 QU0124.The orthometric height was computed from unverified reset data.
 QU0124
 QU0124.The geoid height was determined by GEOID03.
 QU0124
 QU0124;                    North         East    Units  Estimated Accuracy
 QU0124;SPC MT       -   132,820.      930,780.      MT  (+/- 180 meters Scaled)
 QU0124
 QU0124                          SUPERSEDED SURVEY CONTROL
 QU0124
 QU0124.No superseded survey control is available for this station.
 QU0124
 QU0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL784235(NAD 83)
 QU0124_MARKER: DB = BENCH MARK DISK
 QU0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0124_STAMPING: J 46 1952 RESET
 QU0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0124+STABILITY: SURFACE MOTION
 QU0124
 QU0124  HISTORY     - Date     Condition        Report By
 QU0124  HISTORY     - 1952     MONUMENTED       CGS
 QU0124  HISTORY     - 1973     GOOD             USGS
 QU0124
 QU0124                          STATION DESCRIPTION
 QU0124
 QU0124'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0124'9 MI SE FROM BROADUS.
 QU0124'U.S. HIGHWAY 212 AT THE INTERSECTION OF PARK AVE. AND HOLT ST.,
 QU0124'1 BLOCK SOUTH AND 1 BLOCK WEST OF THE POST OFFICE AT BROADUS,
 QU0124'POWDER RIVER COUNTY, THENCE 9.0 MILES SOUTHEAST ALONG U.S.
 QU0124'HIGHWAY 212, 290 FEET SOUTHEAST OF A 90 INCH SECTIONAL STOCK
 QU0124'PASS, 78 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 212,
 QU0124'2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, A STANDARD TABLET SET
 QU0124'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND
 QU0124'STAMPED J-46, 1952 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0320 ***********************************************************************
 RW0320  DESIGNATION -  J 460
 RW0320  PID         -  RW0320
 RW0320  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0320  USGS QUAD   -  EAST HELENA (1985)
 RW0320
 RW0320                         *CURRENT SURVEY CONTROL
 RW0320  ___________________________________________________________________
 RW0320* NAD 83(1986)-  46 36 01.     (N)    111 54 52.     (W)     SCALED    
 RW0320* NAVD 88     -      1173.937  (meters)    3851.49   (feet)  ADJUSTED  
 RW0320  ___________________________________________________________________
 RW0320  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RW0320  DYNAMIC HT  -        1173.682 (meters)    3850.66  (feet)  COMP
 RW0320  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 RW0320
 RW0320  VERT ORDER  -  FIRST     CLASS II
 RW0320
 RW0320.The horizontal coordinates were scaled from a topographic map and have
 RW0320.an estimated accuracy of +/- 6 seconds.
 RW0320
 RW0320.The orthometric height was determined by differential leveling
 RW0320.and adjusted by the National Geodetic Survey in June 1991..
 RW0320
 RW0320.The geoid height was determined by GEOID03.
 RW0320
 RW0320.The dynamic height is computed by dividing the NAVD 88
 RW0320.geopotential number by the normal gravity value computed on the
 RW0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0320.degrees latitude (g = 980.6199 gals.).
 RW0320
 RW0320.The modeled gravity was interpolated from observed gravity values.
 RW0320
 RW0320;                    North         East    Units  Estimated Accuracy
 RW0320;SPC MT       -   264,020.      415,140.      MT  (+/- 180 meters Scaled)
 RW0320
 RW0320                          SUPERSEDED SURVEY CONTROL
 RW0320
 RW0320  NGVD 29 (??/??/92) 1172.892  (m)         3848.06   (f) ADJ UNCH    1 2
 RW0320
 RW0320.Superseded values are not recommended for survey control.
 RW0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0320.See file dsdata.txt to determine how the superseded data were derived.
 RW0320
 RW0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299611(NAD 83)
 RW0320_MARKER: DB = BENCH MARK DISK
 RW0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0320_STAMPING: J 460 1936
 RW0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0320+STABILITY: SURFACE MOTION
 RW0320
 RW0320  HISTORY     - Date     Condition        Report By
 RW0320  HISTORY     - 1936     MONUMENTED       CGS
 RW0320  HISTORY     - 1962     GOOD             NGS
 RW0320
 RW0320                          STATION DESCRIPTION
 RW0320
 RW0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0320'0.7 MI N FROM EAST HELENA.
 RW0320'0.7 MILE NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0320'THE GRADE SCHOOL AT EAST HELENA, 34 FEET EAST OF THE CENTER LINE OF
 RW0320'THE ROAD, 102 FEET EAST-SOUTHEAST AND ACROSS THE ROAD FROM THE FIRST
 RW0320'TELEPHONE POLE NORTH OF BENCH MARK H 460, ABOUT LEVEL WITH THE ROAD,
 RW0320'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 RW0320'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0344 ***********************************************************************
 RW0344  DESIGNATION -  J 461
 RW0344  PID         -  RW0344
 RW0344  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0344  USGS QUAD   -  LAKE HELENA (1972)
 RW0344
 RW0344                         *CURRENT SURVEY CONTROL
 RW0344  ___________________________________________________________________
 RW0344* NAD 83(1986)-  46 37 50.     (N)    111 54 26.     (W)     SCALED    
 RW0344* NAVD 88     -      1144.358  (meters)    3754.45   (feet)  ADJUSTED  
 RW0344  ___________________________________________________________________
 RW0344  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RW0344  DYNAMIC HT  -        1144.115 (meters)    3753.65  (feet)  COMP
 RW0344  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 RW0344
 RW0344  VERT ORDER  -  FIRST     CLASS II
 RW0344
 RW0344.The horizontal coordinates were scaled from a topographic map and have
 RW0344.an estimated accuracy of +/- 6 seconds.
 RW0344
 RW0344.The orthometric height was determined by differential leveling
 RW0344.and adjusted by the National Geodetic Survey in June 1991..
 RW0344
 RW0344.The geoid height was determined by GEOID03.
 RW0344
 RW0344.The dynamic height is computed by dividing the NAVD 88
 RW0344.geopotential number by the normal gravity value computed on the
 RW0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0344.degrees latitude (g = 980.6199 gals.).
 RW0344
 RW0344.The modeled gravity was interpolated from observed gravity values.
 RW0344
 RW0344;                    North         East    Units  Estimated Accuracy
 RW0344;SPC MT       -   267,360.      415,800.      MT  (+/- 180 meters Scaled)
 RW0344
 RW0344                          SUPERSEDED SURVEY CONTROL
 RW0344
 RW0344  NGVD 29 (??/??/92) 1143.317  (m)         3751.03   (f) ADJ UNCH    1 2
 RW0344
 RW0344.Superseded values are not recommended for survey control.
 RW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0344.See file dsdata.txt to determine how the superseded data were derived.
 RW0344
 RW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS305645(NAD 83)
 RW0344_MARKER: DB = BENCH MARK DISK
 RW0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0344_STAMPING: J 461 1936
 RW0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0344+STABILITY: SURFACE MOTION
 RW0344
 RW0344  HISTORY     - Date     Condition        Report By
 RW0344  HISTORY     - 1936     MONUMENTED       CGS
 RW0344  HISTORY     - 1962     GOOD             NGS
 RW0344
 RW0344                          STATION DESCRIPTION
 RW0344
 RW0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0344'2.75 MI N FROM EAST HELENA.
 RW0344'2.15 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0344'THE GRADE SCHOOL AT EAST HELENA, THENCE 0.6 MILE NORTHEAST ALONG A
 RW0344'POWER LINE, BENEATH THE CENTER OF STEEL TOWER 591, AND SET IN THE TOP
 RW0344'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0370 ***********************************************************************
 RW0370  DESIGNATION -  J 462
 RW0370  PID         -  RW0370
 RW0370  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0370  USGS QUAD   -  HAUSER LAKE (1972)
 RW0370
 RW0370                         *CURRENT SURVEY CONTROL
 RW0370  ___________________________________________________________________
 RW0370* NAD 83(1986)-  46 39 50.     (N)    111 50 49.     (W)     SCALED    
 RW0370* NAVD 88     -      1154.368  (meters)    3787.29   (feet)  ADJUSTED  
 RW0370  ___________________________________________________________________
 RW0370  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RW0370  DYNAMIC HT  -        1154.144 (meters)    3786.55  (feet)  COMP
 RW0370  MODELED GRAV-     980,380.3   (mgal)                       NAVD 88
 RW0370
 RW0370  VERT ORDER  -  FIRST     CLASS II
 RW0370
 RW0370.The horizontal coordinates were scaled from a topographic map and have
 RW0370.an estimated accuracy of +/- 6 seconds.
 RW0370
 RW0370.The orthometric height was determined by differential leveling
 RW0370.and adjusted by the National Geodetic Survey in June 1991..
 RW0370
 RW0370.The geoid height was determined by GEOID03.
 RW0370
 RW0370.The dynamic height is computed by dividing the NAVD 88
 RW0370.geopotential number by the normal gravity value computed on the
 RW0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0370.degrees latitude (g = 980.6199 gals.).
 RW0370
 RW0370.The modeled gravity was interpolated from observed gravity values.
 RW0370
 RW0370;                    North         East    Units  Estimated Accuracy
 RW0370;SPC MT       -   270,920.      420,520.      MT  (+/- 180 meters Scaled)
 RW0370
 RW0370                          SUPERSEDED SURVEY CONTROL
 RW0370
 RW0370  NGVD 29 (??/??/92) 1153.35   (m)         3783.9    (f) COMPUTED    1 2
 RW0370
 RW0370.Superseded values are not recommended for survey control.
 RW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0370.See file dsdata.txt to determine how the superseded data were derived.
 RW0370
 RW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS352681(NAD 83)
 RW0370_MARKER: DB = BENCH MARK DISK
 RW0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0370_STAMPING: J 462 1936
 RW0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0370+STABILITY: SURFACE MOTION
 RW0370
 RW0370  HISTORY     - Date     Condition        Report By
 RW0370  HISTORY     - 1936     MONUMENTED       CGS
 RW0370  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0370
 RW0370                          STATION DESCRIPTION
 RW0370
 RW0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0370'7.0 MI NE FROM EAST HELENA.
 RW0370'7.0 MILES NORTHEAST OF THE GRADE SCHOOL BUILDING AT EAST HELENA, LEWIS
 RW0370'AND CLARK COUNTY, 2.7 MILES NORTHEAST ALONG THE EAST HELENA-YORK ROAD
 RW0370'FROM THE CROSSING OF THE EAST ROAD LEADING FROM EAST HELENA TO LAKE
 RW0370'HELENA, 0.1 MILE SOUTHWEST OF THE DAVE MYLES FARMHOUSE, 31 FEET
 RW0370'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTHWEST OF A
 RW0370'FENCE.  A STANDARD DISK, STAMPED J 462 1936 AND SET IN THE TOP OF A
 RW0370'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0400 ***********************************************************************
 RW0400  DESIGNATION -  J 463
 RW0400  PID         -  RW0400
 RW0400  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0400  USGS QUAD   -  HAUSER LAKE (1972)
 RW0400
 RW0400                         *CURRENT SURVEY CONTROL
 RW0400  ___________________________________________________________________
 RW0400* NAD 83(1986)-  46 41 56.     (N)    111 48 40.     (W)     SCALED    
 RW0400* NAVD 88     -      1175.546  (meters)    3856.77   (feet)  ADJUSTED  
 RW0400  ___________________________________________________________________
 RW0400  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 RW0400  DYNAMIC HT  -        1175.333 (meters)    3856.07  (feet)  COMP
 RW0400  MODELED GRAV-     980,393.0   (mgal)                       NAVD 88
 RW0400
 RW0400  VERT ORDER  -  FIRST     CLASS II
 RW0400
 RW0400.The horizontal coordinates were scaled from a topographic map and have
 RW0400.an estimated accuracy of +/- 6 seconds.
 RW0400
 RW0400.The orthometric height was determined by differential leveling
 RW0400.and adjusted by the National Geodetic Survey in June 1991..
 RW0400
 RW0400.The geoid height was determined by GEOID03.
 RW0400
 RW0400.The dynamic height is computed by dividing the NAVD 88
 RW0400.geopotential number by the normal gravity value computed on the
 RW0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0400.degrees latitude (g = 980.6199 gals.).
 RW0400
 RW0400.The modeled gravity was interpolated from observed gravity values.
 RW0400
 RW0400;                    North         East    Units  Estimated Accuracy
 RW0400;SPC MT       -   274,730.      423,370.      MT  (+/- 180 meters Scaled)
 RW0400
 RW0400                          SUPERSEDED SURVEY CONTROL
 RW0400
 RW0400  NGVD 29 (??/??/92) 1174.544  (m)         3853.48   (f) ADJ UNCH    1 2
 RW0400
 RW0400.Superseded values are not recommended for survey control.
 RW0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0400.See file dsdata.txt to determine how the superseded data were derived.
 RW0400
 RW0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS379720(NAD 83)
 RW0400_MARKER: DB = BENCH MARK DISK
 RW0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0400_STAMPING: J 463 1936
 RW0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0400+STABILITY: SURFACE MOTION
 RW0400
 RW0400  HISTORY     - Date     Condition        Report By
 RW0400  HISTORY     - 1936     MONUMENTED       CGS
 RW0400  HISTORY     - 1962     GOOD             NGS
 RW0400
 RW0400                          STATION DESCRIPTION
 RW0400
 RW0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0400'4.85 MI SW FROM YORK.
 RW0400'4.75 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK,
 RW0400'THENCE 0.1 MILE SOUTH ACROSS COUNTRY, ON THE TOP OF A RIDGE, ON THE
 RW0400'TOP OF A SMALL ROCKY POINT, 175 YARDS SOUTH AND ACROSS COUNTRY FROM
 RW0400'BENCH MARK K 463, 68 FEET NORTHWEST OF THE CENTER LINE OF A TRACK
 RW0400'ROAD, 15 FEET SOUTHWEST OF A CAIRN, AND SET IN THE TOP OF A CONCRETE
 RW0400'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0401 ***********************************************************************
 RW0401  DESIGNATION -  J 463 RESET
 RW0401  PID         -  RW0401
 RW0401  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0401  USGS QUAD   -  HAUSER LAKE (1972)
 RW0401
 RW0401                         *CURRENT SURVEY CONTROL
 RW0401  ___________________________________________________________________
 RW0401* NAD 83(1986)-  46 41 55.     (N)    111 48 37.     (W)     SCALED    
 RW0401* NAVD 88     -      1170.42   (meters)    3840.0    (feet)  RESET     
 RW0401  ___________________________________________________________________
 RW0401  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 RW0401
 RW0401  VERT ORDER  -  THIRD
 RW0401
 RW0401.The horizontal coordinates were scaled from a topographic map and have
 RW0401.an estimated accuracy of +/- 6 seconds.
 RW0401
 RW0401.The orthometric height was computed from unverified reset data.
 RW0401.No vertical observational check was made to the station.
 RW0401
 RW0401.The geoid height was determined by GEOID03.
 RW0401
 RW0401;                    North         East    Units  Estimated Accuracy
 RW0401;SPC MT       -   274,700.      423,430.      MT  (+/- 180 meters Scaled)
 RW0401
 RW0401                          SUPERSEDED SURVEY CONTROL
 RW0401
 RW0401  NGVD 29 (03/30/06) 1169.41   (m)         3836.6    (f) RESET       3  
 RW0401
 RW0401.Superseded values are not recommended for survey control.
 RW0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0401.See file dsdata.txt to determine how the superseded data were derived.
 RW0401
 RW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS380719(NAD 83)
 RW0401_MARKER: DB = BENCH MARK DISK
 RW0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0401_STAMPING: J 463 RESET 1974
 RW0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0401+STABILITY: SURFACE MOTION
 RW0401
 RW0401  HISTORY     - Date     Condition        Report By
 RW0401  HISTORY     - 1974     MONUMENTED       MTDH
 RW0401
 RW0401                          STATION DESCRIPTION
 RW0401
 RW0401'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1974
 RW0401'1.87 MI NE FROM YORK.
 RW0401'1.87 MILES NORTHEAST ALONG THE HELENA YORK ROAD FROM THE LAKESIDE
 RW0401'MARINA ON TOP OF A ROCK CUT, 120 FEET RIGHT OF THE CENTERLINE OF THE
 RW0401'ROAD HIGHWAY STATION 680+71, 9.5 HIGHER THAN THE ROAD AND SET IN THE
 RW0401'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0197 ***********************************************************************
 RX0197  DESIGNATION -  J 464
 RX0197  PID         -  RX0197
 RX0197  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0197  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0197
 RX0197                         *CURRENT SURVEY CONTROL
 RX0197  ___________________________________________________________________
 RX0197* NAD 83(1986)-  46 38 32.     (N)    112 03 31.     (W)     SCALED    
 RX0197* NAVD 88     -      1174.007  (meters)    3851.72   (feet)  ADJUSTED  
 RX0197  ___________________________________________________________________
 RX0197  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 RX0197  DYNAMIC HT  -        1173.765 (meters)    3850.93  (feet)  COMP
 RX0197  MODELED GRAV-     980,368.2   (mgal)                       NAVD 88
 RX0197
 RX0197  VERT ORDER  -  FIRST     CLASS II
 RX0197
 RX0197.The horizontal coordinates were scaled from a topographic map and have
 RX0197.an estimated accuracy of +/- 6 seconds.
 RX0197
 RX0197.The orthometric height was determined by differential leveling
 RX0197.and adjusted by the National Geodetic Survey in June 1991..
 RX0197
 RX0197.The geoid height was determined by GEOID03.
 RX0197
 RX0197.The dynamic height is computed by dividing the NAVD 88
 RX0197.geopotential number by the normal gravity value computed on the
 RX0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0197.degrees latitude (g = 980.6199 gals.).
 RX0197
 RX0197.The modeled gravity was interpolated from observed gravity values.
 RX0197
 RX0197;                    North         East    Units  Estimated Accuracy
 RX0197;SPC MT       -   269,030.      404,260.      MT  (+/- 180 meters Scaled)
 RX0197
 RX0197                          SUPERSEDED SURVEY CONTROL
 RX0197
 RX0197  NGVD 29 (??/??/92) 1172.978  (m)         3848.35   (f) ADJ UNCH    1 2
 RX0197
 RX0197.Superseded values are not recommended for survey control.
 RX0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0197.See file dsdata.txt to determine how the superseded data were derived.
 RX0197
 RX0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS189659(NAD 83)
 RX0197_MARKER: DB = BENCH MARK DISK
 RX0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0197_STAMPING: J 464 1936
 RX0197_PROJECTION: FLUSH
 RX0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0197+STABILITY: SURFACE MOTION
 RX0197
 RX0197  HISTORY     - Date     Condition        Report By
 RX0197  HISTORY     - 1936     MONUMENTED       CGS
 RX0197  HISTORY     - 1962     GOOD             NGS
 RX0197  HISTORY     - 1979     GOOD             NGS
 RX0197
 RX0197                          STATION DESCRIPTION
 RX0197
 RX0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0197'2.2 MI N FROM HELENA.
 RX0197'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0197'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 0.2 MILE WEST ALONG A
 RX0197'COUNTY ROAD, 0.2 MILE WEST OF BENCH MARK J 451, AT THE CROSSING OF A
 RX0197'CATTLEGUARD, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 27 FEET
 RX0197'WEST OF THE SOUTH END OF A GATE, 26.0 FEET SOUTHWEST OF THE SOUTHWEST
 RX0197'CORNER OF A CATTLEGUARD, 2.2 FEET NORTH OF A FENCE, ABOUT LEVEL WITH
 RX0197'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 RX0197'ABOVE THE GROUND.
 RX0197
 RX0197                          STATION RECOVERY (1979)
 RX0197
 RX0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0197'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0197'OF THE NORTHERN PACIFIC RAILWAY IN HELENA, AND THENCE 0.2 MILE WEST
 RX0197'ALONG A COUNTY ROAD, 0.2 MILE WEST OF J 451, 144.2 FEET NORTHEAST
 RX0197'OF THE CENTER OF PAYDIRT DRIVE--A GRAVEL ROAD LEADING SOUTHWEST, 63.4
 RX0197'FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 59.6 FEET SOUTH
 RX0197'OF THE CENTER OF A PAVED COUNTY ROAD, AND 2.2 FEET NORTH OF A FENCE.
 RX0197'THE MARK IS 1.4 FT  NE FROM A WITNESS POST.
 RX0197'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0211 ***********************************************************************
 RX0211  DESIGNATION -  J 465
 RX0211  PID         -  RX0211
 RX0211  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0211  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0211
 RX0211                         *CURRENT SURVEY CONTROL
 RX0211  ___________________________________________________________________
 RX0211* NAD 83(1986)-  46 38 42.     (N)    112 04 56.     (W)     SCALED    
 RX0211* NAVD 88     -      1217.231  (meters)    3993.53   (feet)  ADJUSTED  
 RX0211  ___________________________________________________________________
 RX0211  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0211  DYNAMIC HT  -        1216.969 (meters)    3992.67  (feet)  COMP
 RX0211  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 RX0211
 RX0211  VERT ORDER  -  FIRST     CLASS II
 RX0211
 RX0211.The horizontal coordinates were scaled from a topographic map and have
 RX0211.an estimated accuracy of +/- 6 seconds.
 RX0211
 RX0211.The orthometric height was determined by differential leveling
 RX0211.and adjusted by the National Geodetic Survey in June 1991..
 RX0211
 RX0211.The geoid height was determined by GEOID03.
 RX0211
 RX0211.The dynamic height is computed by dividing the NAVD 88
 RX0211.geopotential number by the normal gravity value computed on the
 RX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0211.degrees latitude (g = 980.6199 gals.).
 RX0211
 RX0211.The modeled gravity was interpolated from observed gravity values.
 RX0211
 RX0211;                    North         East    Units  Estimated Accuracy
 RX0211;SPC MT       -   269,390.      402,460.      MT  (+/- 180 meters Scaled)
 RX0211
 RX0211                          SUPERSEDED SURVEY CONTROL
 RX0211
 RX0211  NGVD 29 (??/??/92) 1216.190  (m)         3990.12   (f) ADJ UNCH    1 2
 RX0211
 RX0211.Superseded values are not recommended for survey control.
 RX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0211.See file dsdata.txt to determine how the superseded data were derived.
 RX0211
 RX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS171662(NAD 83)
 RX0211_MARKER: DB = BENCH MARK DISK
 RX0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0211_STAMPING: J 465 1936
 RX0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0211+STABILITY: SURFACE MOTION
 RX0211
 RX0211  HISTORY     - Date     Condition        Report By
 RX0211  HISTORY     - 1936     MONUMENTED       CGS
 RX0211  HISTORY     - 1962     GOOD             NGS
 RX0211
 RX0211                          STATION DESCRIPTION
 RX0211
 RX0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0211'3.45 MI NW FROM HELENA.
 RX0211'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0211'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 1.45 MILES WEST ALONG A
 RX0211'COUNTY ROAD, 155 YARDS WEST OF BENCH MARK H 465, 35 FEET SOUTH OF THE
 RX0211'CENTER LINE OF THE ROAD, 61 FEET SOUTH OF AND ACROSS THE ROAD FROM A
 RX0211'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RX0211'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0235 ***********************************************************************
 RX0235  DESIGNATION -  J 466
 RX0235  PID         -  RX0235
 RX0235  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0235  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0235
 RX0235                         *CURRENT SURVEY CONTROL
 RX0235  ___________________________________________________________________
 RX0235* NAD 83(1986)-  46 37 49.     (N)    112 06 10.     (W)     SCALED    
 RX0235* NAVD 88     -      1215.329  (meters)    3987.29   (feet)  ADJUSTED  
 RX0235  ___________________________________________________________________
 RX0235  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RX0235  DYNAMIC HT  -        1215.066 (meters)    3986.43  (feet)  COMP
 RX0235  MODELED GRAV-     980,356.6   (mgal)                       NAVD 88
 RX0235
 RX0235  VERT ORDER  -  FIRST     CLASS II
 RX0235
 RX0235.The horizontal coordinates were scaled from a topographic map and have
 RX0235.an estimated accuracy of +/- 6 seconds.
 RX0235
 RX0235.The orthometric height was determined by differential leveling
 RX0235.and adjusted by the National Geodetic Survey in June 1991..
 RX0235
 RX0235.The geoid height was determined by GEOID03.
 RX0235
 RX0235.The dynamic height is computed by dividing the NAVD 88
 RX0235.geopotential number by the normal gravity value computed on the
 RX0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0235.degrees latitude (g = 980.6199 gals.).
 RX0235
 RX0235.The modeled gravity was interpolated from observed gravity values.
 RX0235
 RX0235;                    North         East    Units  Estimated Accuracy
 RX0235;SPC MT       -   267,810.      400,840.      MT  (+/- 180 meters Scaled)
 RX0235
 RX0235                          SUPERSEDED SURVEY CONTROL
 RX0235
 RX0235  NGVD 29 (??/??/92) 1214.285  (m)         3983.87   (f) ADJ UNCH    1 2
 RX0235
 RX0235.Superseded values are not recommended for survey control.
 RX0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0235.See file dsdata.txt to determine how the superseded data were derived.
 RX0235
 RX0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS155646(NAD 83)
 RX0235_MARKER: DB = BENCH MARK DISK
 RX0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0235_STAMPING: J 466 1936
 RX0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0235+STABILITY: SURFACE MOTION
 RX0235
 RX0235  HISTORY     - Date     Condition        Report By
 RX0235  HISTORY     - 1936     MONUMENTED       CGS
 RX0235  HISTORY     - 1962     GOOD             NGS
 RX0235
 RX0235                          STATION DESCRIPTION
 RX0235
 RX0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0235'IN FORT HARRISON.
 RX0235'AT FORT HARRISON, 0.45 MILES WEST OF THE INTERSECTION OF THE
 RX0235'HELENA-MARYSVILLE ROAD AND THE NORTHEAST BOUNDARY FENCE CORNER, 155
 RX0235'YARDS WEST OF BENCH MARK H 466, 102 FEET SOUTHEAST OF THE SECOND POWER
 RX0235'LINE POLE WEST OF BENCH MARK H 466, 30 FEET SOUTH OF THE CENTER LINE
 RX0235'OF THE COUNTY ROAD, 1.3 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE
 RX0235'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RX0235'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0076 ***********************************************************************
 TN0076  DESIGNATION -  J 468
 TN0076  PID         -  TN0076
 TN0076  STATE/COUNTY-  MT/FLATHEAD
 TN0076  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0076
 TN0076                         *CURRENT SURVEY CONTROL
 TN0076  ___________________________________________________________________
 TN0076* NAD 83(1986)-  48 18 42.     (N)    114 14 44.     (W)     SCALED    
 TN0076* NAVD 88     -       905.506  (meters)    2970.81   (feet)  ADJUSTED  
 TN0076  ___________________________________________________________________
 TN0076  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0076  DYNAMIC HT  -         905.491 (meters)    2970.77  (feet)  COMP
 TN0076  MODELED GRAV-     980,565.1   (mgal)                       NAVD 88
 TN0076
 TN0076  VERT ORDER  -  FIRST     CLASS II
 TN0076
 TN0076.This mark is at Glacier Park Intl Airport (FCA)
 TN0076
 TN0076.The horizontal coordinates were scaled from a topographic map and have
 TN0076.an estimated accuracy of +/- 6 seconds.
 TN0076
 TN0076.The orthometric height was determined by differential leveling
 TN0076.and adjusted by the National Geodetic Survey in June 1991..
 TN0076
 TN0076.The geoid height was determined by GEOID03.
 TN0076
 TN0076.The dynamic height is computed by dividing the NAVD 88
 TN0076.geopotential number by the normal gravity value computed on the
 TN0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0076.degrees latitude (g = 980.6199 gals.).
 TN0076
 TN0076.The modeled gravity was interpolated from observed gravity values.
 TN0076
 TN0076;                    North         East    Units  Estimated Accuracy
 TN0076;SPC MT       -   461,990.      248,340.      MT  (+/- 180 meters Scaled)
 TN0076
 TN0076                          SUPERSEDED SURVEY CONTROL
 TN0076
 TN0076  NGVD 29 (??/??/??)  904.35   (m)         2967.0    (f) RESET       3  
 TN0076
 TN0076.Superseded values are not recommended for survey control.
 TN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0076.See file dsdata.txt to determine how the superseded data were derived.
 TN0076
 TN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP042546(NAD 83)
 TN0076_MARKER: DB = BENCH MARK DISK
 TN0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TN0076_SP_SET: CONCRETE MANHOLE
 TN0076_STAMPING: J 468
 TN0076_MARK LOGO: NGS   
 TN0076_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0076
 TN0076  HISTORY     - Date     Condition        Report By
 TN0076  HISTORY     - 1979     MONUMENTED       NGS
 TN0076  HISTORY     - 1952     GOOD             NGS
 TN0076  HISTORY     - 1974     GOOD             NGS
 TN0076  HISTORY     - 1979     GOOD             NGS
 TN0076  HISTORY     - 1983     GOOD             USGS
 TN0076  HISTORY     - 19860630 GOOD             NGS
 TN0076
 TN0076                          STATION DESCRIPTION
 TN0076
 TN0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0076'8 MI N FROM KALISPELL.
 TN0076'AT THE FLATHEAD COUNTY AIRPORT, AT THE NORTH EAST CORNER OF EAST END
 TN0076'OF EAST WEST RUNWAY AND TWO FEET NORTH OF NORTH EDGE OF RUNWAY.  A
 TN0076'STANDARD DISK STAMPED J 468 AND SET IN CONCRETE FOUNDATION OF RUNWAY
 TN0076'DRAIN MANHOLE.
 TN0076
 TN0076                          STATION RECOVERY (1974)
 TN0076
 TN0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TN0076'RECOVERED IN GOOD CONDITION.
 TN0076
 TN0076                          STATION RECOVERY (1979)
 TN0076
 TN0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0076'2.05 MILES EAST ALONG HIGHWAY 2 FROM THE JUNCTION OF HIGHWAY 93 IN
 TN0076'KALISPELL, THENCE 7.2 MILES NORTH ALONG LASALLE ROAD, IN TOP OF A
 TN0076'4 FOOT CONCRETE DRAIN WITH METAL MANHOLE COVER AT THE NORTHEAST CORNER
 TN0076'OF EAST-WEST RUNWAY, 300 FEET WEST OF THE CENTERLINE OF LASALLE ROAD
 TN0076'(UNDER CONSTRUCTION) AND 2 FEET NORTH OF THE NORTH EDGE OF THE RUNWAY.
 TN0076'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 TN0076
 TN0076                          STATION RECOVERY (1983)
 TN0076
 TN0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 TN0076'RECOVERED IN GOOD CONDITION.
 TN0076
 TN0076                          STATION RECOVERY (1986)
 TN0076
 TN0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TN0076'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF RUNWAY END 25,
 TN0076'271.62 FT (82.79 M) EAST-NORTHEAST OF THE PARKER-KALON NAIL AND
 TN0076'ALUMINUM WASHER, STAMPED NOS TBM, IN A CHILSELED SQUARE ON THE ASPHALT
 TN0076'RUNWAY SURFACE AT THE WESTERN EDGE OF A 10 FOOT (3.0 M) WIDE DISPLACED
 TN0076'THRESHOLD PAINT BAR, 78.07 FT (23.80 M) NORTH OF A 3/4 INCH FLATHEAD
 TN0076'SPIKE AT THE CENTERLINE END OF THE RUNWAY, 74.45 FT (22.69 M) NORTH OF
 TN0076'A RAILROAD SPIKE DRIVEN FLUSH WITH THE RUNWAY SURFACE, 2.08 FT (0.63
 TN0076'M) NORTH OF THE CENTER OF A 2 1/4 FOOT IN DIAMETER IRON MANHOLE COVER,
 TN0076'AND 0.42 FOOT (12.80 CM) SOUTH OF THE NORTHERN RIM OF A 5 FOOT (1.5 M)
 TN0076'IN DIAMETER CONCRETE MANHOLE.  THE STATION IS MARKED WITH A STANDARD
 TN0076'USCGS BENCH MARK DISK, STAMPED ONLY J 468, SET IN A DRILL HOLE IN THE
 TN0076'TOP OF THE CONCRETE DRAINAGE SYSTEM MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0092 ***********************************************************************
 QW0092  DESIGNATION -  J 47
 QW0092  PID         -  QW0092
 QW0092  STATE/COUNTY-  MT/CARBON
 QW0092  USGS QUAD   -  WADE (1969)
 QW0092
 QW0092                         *CURRENT SURVEY CONTROL
 QW0092  ___________________________________________________________________
 QW0092* NAD 83(1986)-  45 10 31.     (N)    108 50 21.     (W)     SCALED    
 QW0092* NAVD 88     -      1216.028  (meters)    3989.59   (feet)  ADJUSTED  
 QW0092  ___________________________________________________________________
 QW0092  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 QW0092  DYNAMIC HT  -        1215.637 (meters)    3988.30  (feet)  COMP
 QW0092  MODELED GRAV-     980,252.8   (mgal)                       NAVD 88
 QW0092
 QW0092  VERT ORDER  -  FIRST     CLASS II
 QW0092
 QW0092.The horizontal coordinates were scaled from a topographic map and have
 QW0092.an estimated accuracy of +/- 6 seconds.
 QW0092
 QW0092.The orthometric height was determined by differential leveling
 QW0092.and adjusted by the National Geodetic Survey in June 1991..
 QW0092
 QW0092.The geoid height was determined by GEOID03.
 QW0092
 QW0092.The dynamic height is computed by dividing the NAVD 88
 QW0092.geopotential number by the normal gravity value computed on the
 QW0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0092.degrees latitude (g = 980.6199 gals.).
 QW0092
 QW0092.The modeled gravity was interpolated from observed gravity values.
 QW0092
 QW0092;                    North         East    Units  Estimated Accuracy
 QW0092;SPC MT       -   103,060.      651,940.      MT  (+/- 180 meters Scaled)
 QW0092
 QW0092                          SUPERSEDED SURVEY CONTROL
 QW0092
 QW0092  NGVD 29 (06/08/92) 1215.189  (m)         3986.83   (f) ADJUSTED    1 2
 QW0092
 QW0092.Superseded values are not recommended for survey control.
 QW0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0092.See file dsdata.txt to determine how the superseded data were derived.
 QW0092
 QW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR697046(NAD 83)
 QW0092_MARKER: DB = BENCH MARK DISK
 QW0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0092_SP_SET: ABUTMENT
 QW0092_STAMPING: J 47 1933
 QW0092_MARK LOGO: CGS   
 QW0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0092
 QW0092  HISTORY     - Date     Condition        Report By
 QW0092  HISTORY     - 1933     MONUMENTED       CGS
 QW0092  HISTORY     - 1940     GOOD             NGS
 QW0092  HISTORY     - 1982     GOOD             NGS
 QW0092
 QW0092                          STATION DESCRIPTION
 QW0092
 QW0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 QW0092'1.4 MI NW FROM WADE.
 QW0092'1.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 QW0092'FROM WADE, AT CULVERT 477.67, AND IN THE TOP OF THE SOUTH CORNER OF
 QW0092'THE WEST ABUTMENT.  A STANDARD DISK, STAMPED J 47 1933.
 QW0092
 QW0092                          STATION RECOVERY (1982)
 QW0092
 QW0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0092'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  59.4 KM (36.9
 QW0092'MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 QW0092'INTERSTATE HIGHWAY 90 IN LAUREL, OR 60.5 KM (37.6 MI) NORTHWESTERLY
 QW0092'ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH NEVADA STREET IN
 QW0092'LOVELL, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 17, IN TOP OF THE
 QW0092'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT
 QW0092'UNDER THE BURLINGTON NORTHERN RAILROAD, 49.7 METERS (163.1 FT)
 QW0092'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS (24.0 FT)
 QW0092'SOUTHWEST OF THE NEAR RAIL.
 QW0092'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0566 ***********************************************************************
 SU0566  DESIGNATION -  J 471
 SU0566  PID         -  SU0566
 SU0566  STATE/COUNTY-  MT/SANDERS
 SU0566  USGS QUAD   -  TROUT CREEK (1983)
 SU0566
 SU0566                         *CURRENT SURVEY CONTROL
 SU0566  ___________________________________________________________________
 SU0566* NAD 83(1986)-  47 48 43.     (N)    115 32 25.     (W)     SCALED    
 SU0566* NAVD 88     -       722.779  (meters)    2371.32   (feet)  ADJUSTED  
 SU0566  ___________________________________________________________________
 SU0566  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 SU0566  DYNAMIC HT  -         722.779 (meters)    2371.32  (feet)  COMP
 SU0566  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 SU0566
 SU0566  VERT ORDER  -  FIRST     CLASS II
 SU0566
 SU0566.The horizontal coordinates were scaled from a topographic map and have
 SU0566.an estimated accuracy of +/- 6 seconds.
 SU0566
 SU0566.The orthometric height was determined by differential leveling
 SU0566.and adjusted by the National Geodetic Survey in June 1991..
 SU0566.WARNING-Repeat measurements at this control monument indicate possible
 SU0566.vertical movement.
 SU0566
 SU0566.The geoid height was determined by GEOID03.
 SU0566
 SU0566.The dynamic height is computed by dividing the NAVD 88
 SU0566.geopotential number by the normal gravity value computed on the
 SU0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0566.degrees latitude (g = 980.6199 gals.).
 SU0566
 SU0566.The modeled gravity was interpolated from observed gravity values.
 SU0566
 SU0566;                    North         East    Units  Estimated Accuracy
 SU0566;SPC MT       -   413,220.      148,290.      MT  (+/- 180 meters Scaled)
 SU0566
 SU0566                          SUPERSEDED SURVEY CONTROL
 SU0566
 SU0566  NGVD 29 (??/??/92)  721.591  (m)         2367.42   (f) ADJ UNCH    1 2
 SU0566
 SU0566.Superseded values are not recommended for survey control.
 SU0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0566.See file dsdata.txt to determine how the superseded data were derived.
 SU0566
 SU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN092964(NAD 83)
 SU0566_MARKER: DB = BENCH MARK DISK
 SU0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0566_SP_SET: ABUTMENT
 SU0566_STAMPING: J 471 1944
 SU0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0566
 SU0566  HISTORY     - Date     Condition        Report By
 SU0566  HISTORY     - 1944     MONUMENTED       CGS
 SU0566  HISTORY     - 1966     MARK NOT FOUND   USGS
 SU0566
 SU0566                          STATION DESCRIPTION
 SU0566
 SU0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0566'3.1 MI SE FROM TROUT CREEK.
 SU0566'3.1 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0566'STATION AT TROUT CREEK, SANDERS COUNTY, 0.2 MILE EAST OF MILEPOST 51,
 SU0566'AT LARGE STEEL BRIDGE NO. 50, IN THE TOP OF THE NORTH CORNER OF THE
 SU0566'WEST ABUTMENT, 6.3 FEET NORTH OF THE NORTH RAIL, 0.7 FOOT WEST OF THE
 SU0566'EAST FACE OF THE ABUTMENT, AND 0.6 FOOT SOUTH OF THE NORTH EDGE.  A
 SU0566'STANDARD DISK, STAMPED J 471 1944.
 SU0566
 SU0566                          STATION RECOVERY (1966)
 SU0566
 SU0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0338 ***********************************************************************
 SU0338  DESIGNATION -  J 472
 SU0338  PID         -  SU0338
 SU0338  STATE/COUNTY-  MT/SANDERS
 SU0338  USGS QUAD   -  THOMPSON FALLS (1988)
 SU0338
 SU0338                         *CURRENT SURVEY CONTROL
 SU0338  ___________________________________________________________________
 SU0338* NAD 83(1986)-  47 34 30.     (N)    115 16 12.     (W)     SCALED    
 SU0338* NAVD 88     -       749.539  (meters)    2459.11   (feet)  ADJUSTED  
 SU0338  ___________________________________________________________________
 SU0338  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 SU0338  DYNAMIC HT  -         749.488 (meters)    2458.95  (feet)  COMP
 SU0338  MODELED GRAV-     980,520.7   (mgal)                       NAVD 88
 SU0338
 SU0338  VERT ORDER  -  FIRST     CLASS II
 SU0338
 SU0338.The horizontal coordinates were scaled from a topographic map and have
 SU0338.an estimated accuracy of +/- 6 seconds.
 SU0338
 SU0338.The orthometric height was determined by differential leveling
 SU0338.and adjusted by the National Geodetic Survey in June 1991..
 SU0338
 SU0338.The geoid height was determined by GEOID03.
 SU0338
 SU0338.The dynamic height is computed by dividing the NAVD 88
 SU0338.geopotential number by the normal gravity value computed on the
 SU0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0338.degrees latitude (g = 980.6199 gals.).
 SU0338
 SU0338.The modeled gravity was interpolated from observed gravity values.
 SU0338
 SU0338;                    North         East    Units  Estimated Accuracy
 SU0338;SPC MT       -   385,440.      166,520.      MT  (+/- 180 meters Scaled)
 SU0338
 SU0338                          SUPERSEDED SURVEY CONTROL
 SU0338
 SU0338  NGVD 29 (??/??/92)  748.369  (m)         2455.27   (f) ADJ UNCH    1 2
 SU0338
 SU0338.Superseded values are not recommended for survey control.
 SU0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0338.See file dsdata.txt to determine how the superseded data were derived.
 SU0338
 SU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN301705(NAD 83)
 SU0338_MARKER: DB = BENCH MARK DISK
 SU0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0338_STAMPING: J 472 1944
 SU0338_PROJECTION: FLUSH
 SU0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0338+STABILITY: SURFACE MOTION
 SU0338
 SU0338  HISTORY     - Date     Condition        Report By
 SU0338  HISTORY     - 1944     MONUMENTED       CGS
 SU0338  HISTORY     - 1980     GOOD             NGS
 SU0338
 SU0338                          STATION DESCRIPTION
 SU0338
 SU0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0338'3.85 MI SE FROM THOMPSON FALLS.
 SU0338'ALONG THE NORTHERN PACIFIC RAILWAY, 3.85 MILES SOUTHEAST OF THE
 SU0338'STATION AT THOMPSON FALLS, 0.4 MILE SOUTHEAST OF WOODLIN SIDING SIGN,
 SU0338'NEAR LARGE GRAVEL PIT AND STOCK PILE, 116.2 FEET NORTH OF THE CENTER
 SU0338'OF CROSSING OF RAILWAY AND GRAVEL ROAD LEADING TO GRAVEL PIT AND STOCK
 SU0338'PILE, 108.4 FEET NORTH NORTHEAST OF THE NORTH NORTHEAST RAIL OF MAIN
 SU0338'TRACK, 90.1 FEET SOUTH SOUTHWEST OF RIGHT-OF-WAY FENCE LINE, 10.6 FEET
 SU0338'NORTH NORTHEAST OF TELEPHONE POLE NO. 1-2296 (THE THIRD POLE WEST
 SU0338'NORTHWEST OF THE GRAVEL PIT), 2.6 FEET WEST NORTHWEST OF REFERENCE
 SU0338'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SU0338'GROUND, ABOUT LEVEL WITH THE RAILS.
 SU0338
 SU0338                          STATION RECOVERY (1980)
 SU0338
 SU0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0338'6.1 KILOMETERS (3.8 MILES) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 SU0338'RAILWAY FROM THE STATION IN THOMPSON FALLS, 0.6 KILOMETER (0.4 MILE)
 SU0338'SOUTHEAST OF RAILWAY MILEPOST 28 AND THE WOODLIN SIDING SIGN, 13 1/2
 SU0338'RAILS SOUTHEAST ALONG THE MAIN TRACK FROM THE JUNCTION OF A SPUR
 SU0338'TRACK, 35.4 METERS (116 FEET) NORTH OF THE CENTERLINE OF A GRAVEL
 SU0338'ROAD WHERE IT CROSSES THE NORTHEAST RAIL OF THE MAIN TRACKS, 33.0
 SU0338'METERS (108 FEET) NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF THE
 SU0338'MAIN TRACKS, 80.4 METERS (264 FEET) SOUTHEAST OF A SWITCH STAND OF THE
 SU0338'SPUR TRACK, 8.4 METERS (27.6 FEET) WEST-NORTHWEST OF THE CENTERLINE
 SU0338'OF A DIRT ROAD LEADING TO A SMALL LUMBER MILL, 8.1 METERS (26.6 FEET)
 SU0338'NORTH-NORTHEAST RAILW OF THE SPUR TRACK, 3.2 METERS (10.6 FEET) NORTH-
 SU0338'NORTHEST OF TELEGRAPH POLE NUMBER 2295 WITH THREE GUY WIRES.
 SU0338'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 SU0338'THE MARK IS ABOVE LEVEL WITH THE SPUR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0215 ***********************************************************************
 SU0215  DESIGNATION -  J 473
 SU0215  PID         -  SU0215
 SU0215  STATE/COUNTY-  MT/SANDERS
 SU0215  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0215
 SU0215                         *CURRENT SURVEY CONTROL
 SU0215  ___________________________________________________________________
 SU0215* NAD 83(1986)-  47 19 20.     (N)    114 48 15.     (W)     SCALED    
 SU0215* NAVD 88     -       770.638  (meters)    2528.33   (feet)  ADJUSTED  
 SU0215  ___________________________________________________________________
 SU0215  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 SU0215  DYNAMIC HT  -         770.592 (meters)    2528.18  (feet)  COMP
 SU0215  MODELED GRAV-     980,528.8   (mgal)                       NAVD 88
 SU0215
 SU0215  VERT ORDER  -  FIRST     CLASS II
 SU0215
 SU0215.The horizontal coordinates were scaled from a topographic map and have
 SU0215.an estimated accuracy of +/- 6 seconds.
 SU0215
 SU0215.The orthometric height was determined by differential leveling
 SU0215.and adjusted by the National Geodetic Survey in June 1991..
 SU0215
 SU0215.The geoid height was determined by GEOID03.
 SU0215
 SU0215.The dynamic height is computed by dividing the NAVD 88
 SU0215.geopotential number by the normal gravity value computed on the
 SU0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0215.degrees latitude (g = 980.6199 gals.).
 SU0215
 SU0215.The modeled gravity was interpolated from observed gravity values.
 SU0215
 SU0215;                    North         East    Units  Estimated Accuracy
 SU0215;SPC MT       -   354,940.      199,560.      MT  (+/- 180 meters Scaled)
 SU0215
 SU0215                          SUPERSEDED SURVEY CONTROL
 SU0215
 SU0215  NGVD 29 (??/??/92)  769.500  (m)         2524.60   (f) ADJ UNCH    1 2
 SU0215
 SU0215.Superseded values are not recommended for survey control.
 SU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0215.See file dsdata.txt to determine how the superseded data were derived.
 SU0215
 SU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN659433(NAD 83)
 SU0215_MARKER: DB = BENCH MARK DISK
 SU0215_SETTING: 80 = SET IN A BOULDER
 SU0215_SP_SET: BOULDER
 SU0215_STAMPING: J 473 1944
 SU0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0215+STABILITY: SURFACE MOTION
 SU0215
 SU0215  HISTORY     - Date     Condition        Report By
 SU0215  HISTORY     - 1944     MONUMENTED       CGS
 SU0215
 SU0215                          STATION DESCRIPTION
 SU0215
 SU0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0215'0.3 MI SW FROM QUINNS.
 SU0215'ALONG THE NORTHERN PACIFIC RAILWAY FREIGHT TRACK, 0.3 MILE SOUTHWEST
 SU0215'OF THE STATION AT QUINNS, 34 3/4 39-FOOT RAILS SOUTHWEST OF QUINNS
 SU0215'STATION SIGN, 97.0 FEET SOUTHWEST OF MILEPOST NO. 214 (MEASURED ALONG
 SU0215'TOP OF RAIL), 84.3 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, SET
 SU0215'IN THE CENTER OF THE TOP OF A 3-FOOT X 6-FOOT LOOSE BOULDER WHICH IS
 SU0215'LAYING NEAR THE CENTER OF A SMALL SEMICIRCULAR COVE BETWEEN RAILWAY
 SU0215'AND ROCK CLIFFS, 3.0 FEET ABOVE THE GROUND AND 2.0 FEET BELOW THE
 SU0215'LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0202 ***********************************************************************
 SU0202  DESIGNATION -  J 474
 SU0202  PID         -  SU0202
 SU0202  STATE/COUNTY-  MT/MINERAL
 SU0202  USGS QUAD   -  SUPERIOR (1985)
 SU0202
 SU0202                         *CURRENT SURVEY CONTROL
 SU0202  ___________________________________________________________________
 SU0202* NAD 83(1986)-  47 13 29.     (N)    114 58 07.     (W)     SCALED    
 SU0202* NAVD 88     -       831.411  (meters)    2727.72   (feet)  ADJUSTED  
 SU0202  ___________________________________________________________________
 SU0202  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 SU0202  DYNAMIC HT  -         831.342 (meters)    2727.49  (feet)  COMP
 SU0202  MODELED GRAV-     980,503.6   (mgal)                       NAVD 88
 SU0202
 SU0202  VERT ORDER  -  FIRST     CLASS II
 SU0202
 SU0202.The horizontal coordinates were scaled from a topographic map and have
 SU0202.an estimated accuracy of +/- 6 seconds.
 SU0202
 SU0202.The orthometric height was determined by differential leveling
 SU0202.and adjusted by the National Geodetic Survey in June 1991..
 SU0202
 SU0202.The geoid height was determined by GEOID03.
 SU0202
 SU0202.The dynamic height is computed by dividing the NAVD 88
 SU0202.geopotential number by the normal gravity value computed on the
 SU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0202.degrees latitude (g = 980.6199 gals.).
 SU0202
 SU0202.The modeled gravity was interpolated from observed gravity values.
 SU0202
 SU0202;                    North         East    Units  Estimated Accuracy
 SU0202;SPC MT       -   344,990.      186,410.      MT  (+/- 180 meters Scaled)
 SU0202
 SU0202                          SUPERSEDED SURVEY CONTROL
 SU0202
 SU0202  NGVD 29 (??/??/92)  830.285  (m)         2724.03   (f) ADJ UNCH    1 2
 SU0202
 SU0202.Superseded values are not recommended for survey control.
 SU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0202.See file dsdata.txt to determine how the superseded data were derived.
 SU0202
 SU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN537321(NAD 83)
 SU0202_MARKER: DB = BENCH MARK DISK
 SU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0202_STAMPING: J 474 1944
 SU0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0202+STABILITY: SURFACE MOTION
 SU0202
 SU0202  HISTORY     - Date     Condition        Report By
 SU0202  HISTORY     - 1944     MONUMENTED       CGS
 SU0202
 SU0202                          STATION DESCRIPTION
 SU0202
 SU0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0202'4.7 MI NW FROM SUPERIOR.
 SU0202'4.7 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0202'STATION AT SUPERIOR, 0.1 MILE SOUTHEAST OF A PUBLIC ROAD CROSSING,
 SU0202'NEAR SEMIPHORES NO. 1882 AND 1883, AT THE SOUTHEAST END OF THE SPRING
 SU0202'GULCH SIDING, 97 FEET NORTHEAST OF THE NORTHEAST RAIL OF MAIN TRACK,
 SU0202'29 FEET NORTHEAST OF CENTER-LINE OF A PRIVATE ROAD, 1.8 FEET SOUTHWEST
 SU0202'OF FENCE, 2.4 FEET SOUTHEAST OF REFERENCE POST.  IRON BENCH MARK DISK
 SU0202'SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT
 SU0202'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0174 ***********************************************************************
 SU0174  DESIGNATION -  J 475
 SU0174  PID         -  SU0174
 SU0174  STATE/COUNTY-  MT/MINERAL
 SU0174  USGS QUAD   -  TARKIO (1983)
 SU0174
 SU0174                         *CURRENT SURVEY CONTROL
 SU0174  ___________________________________________________________________
 SU0174* NAD 83(1986)-  47 00 47.     (N)    114 40 57.     (W)     SCALED    
 SU0174* NAVD 88     -       900.277  (meters)    2953.66   (feet)  ADJUSTED  
 SU0174  ___________________________________________________________________
 SU0174  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 SU0174  DYNAMIC HT  -         900.166 (meters)    2953.29  (feet)  COMP
 SU0174  MODELED GRAV-     980,460.5   (mgal)                       NAVD 88
 SU0174
 SU0174  VERT ORDER  -  FIRST     CLASS II
 SU0174
 SU0174.The horizontal coordinates were scaled from a topographic map and have
 SU0174.an estimated accuracy of +/- 6 seconds.
 SU0174
 SU0174.The orthometric height was determined by differential leveling
 SU0174.and adjusted by the National Geodetic Survey in June 1991..
 SU0174
 SU0174.The geoid height was determined by GEOID03.
 SU0174
 SU0174.The dynamic height is computed by dividing the NAVD 88
 SU0174.geopotential number by the normal gravity value computed on the
 SU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0174.degrees latitude (g = 980.6199 gals.).
 SU0174
 SU0174.The modeled gravity was interpolated from observed gravity values.
 SU0174
 SU0174;                    North         East    Units  Estimated Accuracy
 SU0174;SPC MT       -   320,050.      206,460.      MT  (+/- 180 meters Scaled)
 SU0174
 SU0174                          SUPERSEDED SURVEY CONTROL
 SU0174
 SU0174  NGVD 29 (??/??/92)  899.158  (m)         2949.99   (f) ADJ UNCH    1 2
 SU0174
 SU0174.Superseded values are not recommended for survey control.
 SU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0174.See file dsdata.txt to determine how the superseded data were derived.
 SU0174
 SU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN761092(NAD 83)
 SU0174_MARKER: DB = BENCH MARK DISK
 SU0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0174_SP_SET: CULVERT
 SU0174_STAMPING: J 475 1944
 SU0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0174
 SU0174  HISTORY     - Date     Condition        Report By
 SU0174  HISTORY     - 1944     MONUMENTED       CGS
 SU0174  HISTORY     - 1980     MARK NOT FOUND   USGS
 SU0174
 SU0174                          STATION DESCRIPTION
 SU0174
 SU0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0174'3.6 MI SE FROM RIVULET.
 SU0174'3.6 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0174'STATION AT RIVULET, 21 1/2 RAILS WEST OF MILEPOST NO. 164, SET IN THE
 SU0174'WEST END OF THE NORTH HEADWALL OF A SMALL CONCRETE CULVERT, 108 FEET
 SU0174'WEST OF SEMIPHORE TOWER NO. 1642, 44.6 FEET SOUTHEAST OF A POLE MARKED
 SU0174'X, 8.2 FEET NORTH OF NORTH RAIL OF TRACK, 4.5 FEET BELOW TRACK LEVEL,
 SU0174'IRON BENCH MARK DISK.
 SU0174
 SU0174                          STATION RECOVERY (1980)
 SU0174
 SU0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SU0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0057 ***********************************************************************
 RY0057  DESIGNATION -  J 476
 RY0057  PID         -  RY0057
 RY0057  STATE/COUNTY-  MT/MISSOULA
 RY0057  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0057
 RY0057                         *CURRENT SURVEY CONTROL
 RY0057  ___________________________________________________________________
 RY0057* NAD 83(1986)-  46 50 45.     (N)    114 00 45.     (W)     SCALED    
 RY0057* NAVD 88     -       971.779  (meters)    3188.24   (feet)  ADJUSTED  
 RY0057  ___________________________________________________________________
 RY0057  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 RY0057  DYNAMIC HT  -         971.632 (meters)    3187.76  (feet)  COMP
 RY0057  MODELED GRAV-     980,430.2   (mgal)                       NAVD 88
 RY0057
 RY0057  VERT ORDER  -  FIRST     CLASS II
 RY0057
 RY0057.The horizontal coordinates were scaled from a topographic map and have
 RY0057.an estimated accuracy of +/- 6 seconds.
 RY0057
 RY0057.The orthometric height was determined by differential leveling
 RY0057.and adjusted by the National Geodetic Survey in June 1991..
 RY0057
 RY0057.The geoid height was determined by GEOID03.
 RY0057
 RY0057.The dynamic height is computed by dividing the NAVD 88
 RY0057.geopotential number by the normal gravity value computed on the
 RY0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0057.degrees latitude (g = 980.6199 gals.).
 RY0057
 RY0057.The modeled gravity was interpolated from observed gravity values.
 RY0057
 RY0057;                    North         East    Units  Estimated Accuracy
 RY0057;SPC MT       -   298,360.      256,210.      MT  (+/- 180 meters Scaled)
 RY0057
 RY0057                          SUPERSEDED SURVEY CONTROL
 RY0057
 RY0057  NGVD 29 (??/??/92)  970.711  (m)         3184.74   (f) ADJ UNCH    1 2
 RY0057
 RY0057.Superseded values are not recommended for survey control.
 RY0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0057.See file dsdata.txt to determine how the superseded data were derived.
 RY0057
 RY0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM277923(NAD 83)
 RY0057_MARKER: DB = BENCH MARK DISK
 RY0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0057_STAMPING: J 476 1944
 RY0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0057+STABILITY: SURFACE MOTION
 RY0057
 RY0057  HISTORY     - Date     Condition        Report By
 RY0057  HISTORY     - 1944     MONUMENTED       CGS
 RY0057  HISTORY     - 1964     GOOD             USGS
 RY0057  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0057
 RY0057                          STATION DESCRIPTION
 RY0057
 RY0057'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0057'IN MISSOULA.
 RY0057'0.2 MI. S. OF JCT. OF MIDDLESEX AND SOUTH AVE. IN MISSOULA.  1053 FT.
 RY0057'S. AND 173 FT. E. OF THE NE CORNER OF MISSOULA COUNTY FAIRGROUNDS. 20
 RY0057'FT. E. AND 25 FT. N. OF N. END OF ATHLETIC TRACK.  AN IRON DISK
 RY0057'STAMPED J 476 1944 SET IN TOP OF CONCRETE POST FLUSH WITH GROUND.
 RY0057
 RY0057                          STATION RECOVERY (1980)
 RY0057
 RY0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0057'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RY0057'AIRPORT IS GONE, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0010 ***********************************************************************
 QZ0010  DESIGNATION -  J 477
 QZ0010  PID         -  QZ0010
 QZ0010  STATE/COUNTY-  MT/RAVALLI
 QZ0010  USGS QUAD   -  PIQUETT CREEK (1991)
 QZ0010
 QZ0010                         *CURRENT SURVEY CONTROL
 QZ0010  ___________________________________________________________________
 QZ0010* NAD 83(1986)-  45 52 09.     (N)    114 12 12.     (W)     SCALED    
 QZ0010* NAVD 88     -      1281.600  (meters)    4204.72   (feet)  ADJUSTED  
 QZ0010  ___________________________________________________________________
 QZ0010  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 QZ0010  DYNAMIC HT  -        1281.173 (meters)    4203.32  (feet)  COMP
 QZ0010  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 QZ0010
 QZ0010  VERT ORDER  -  FIRST     CLASS II
 QZ0010
 QZ0010.The horizontal coordinates were scaled from a topographic map and have
 QZ0010.an estimated accuracy of +/- 6 seconds.
 QZ0010
 QZ0010.The orthometric height was determined by differential leveling
 QZ0010.and adjusted by the National Geodetic Survey in June 1991..
 QZ0010
 QZ0010.The geoid height was determined by GEOID03.
 QZ0010
 QZ0010.The dynamic height is computed by dividing the NAVD 88
 QZ0010.geopotential number by the normal gravity value computed on the
 QZ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0010.degrees latitude (g = 980.6199 gals.).
 QZ0010
 QZ0010.The modeled gravity was interpolated from observed gravity values.
 QZ0010
 QZ0010;                    North         East    Units  Estimated Accuracy
 QZ0010;SPC MT       -   190,900.      235,180.      MT  (+/- 180 meters Scaled)
 QZ0010
 QZ0010                          SUPERSEDED SURVEY CONTROL
 QZ0010
 QZ0010  NGVD 29 (??/??/92) 1280.428  (m)         4200.87   (f) ADJ UNCH    1 2
 QZ0010
 QZ0010.Superseded values are not recommended for survey control.
 QZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0010.See file dsdata.txt to determine how the superseded data were derived.
 QZ0010
 QZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL170833(NAD 83)
 QZ0010_MARKER: DB = BENCH MARK DISK
 QZ0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QZ0010_SP_SET: PIER
 QZ0010_STAMPING: J 477 1945
 QZ0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QZ0010
 QZ0010  HISTORY     - Date     Condition        Report By
 QZ0010  HISTORY     - 1945     MONUMENTED       CGS
 QZ0010  HISTORY     - 1964     GOOD             USGS
 QZ0010
 QZ0010                          STATION DESCRIPTION
 QZ0010
 QZ0010'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QZ0010'6.5 MI SW FROM CONNER.
 QZ0010'6.5 MILES SOUTHWEST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST
 QZ0010'OFFICE AT CONNER, RAVALLI COUNTY, 275 FEET NORTHEAST OF A WHITE FRAME
 QZ0010'HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 93 FEET SOUTHEAST OF THE
 QZ0010'CENTERLINE OF THE HIGHWAY, AT A STEEL AND CONCRETE BRIDGE OVER THE
 QZ0010'WEST FORK BITTERROOT RIVER, IN THE TOP OF THE NORTHEAST END OF THE
 QZ0010'NORTHWEST CONCRETE PIER, ABOUT 7 FEET NORTHEAST OF THE CENTERLINE OF
 QZ0010'THE BRIDGE, AND ABOUT 7 FEET BELOW THE FLOOR OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0066 ***********************************************************************
 TN0066  DESIGNATION -  J 478
 TN0066  PID         -  TN0066
 TN0066  STATE/COUNTY-  MT/FLATHEAD
 TN0066  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0066
 TN0066                         *CURRENT SURVEY CONTROL
 TN0066  ___________________________________________________________________
 TN0066* NAD 83(1986)-  48 27 41.     (N)    114 09 48.     (W)     SCALED    
 TN0066* NAVD 88     -      1052.899  (meters)    3454.39   (feet)  ADJUSTED  
 TN0066  ___________________________________________________________________
 TN0066  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 TN0066  DYNAMIC HT  -        1052.893 (meters)    3454.37  (feet)  COMP
 TN0066  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 TN0066
 TN0066  VERT ORDER  -  FIRST     CLASS II
 TN0066
 TN0066.The horizontal coordinates were scaled from a topographic map and have
 TN0066.an estimated accuracy of +/- 6 seconds.
 TN0066
 TN0066.The orthometric height was determined by differential leveling
 TN0066.and adjusted by the National Geodetic Survey in June 1991..
 TN0066
 TN0066.The geoid height was determined by GEOID03.
 TN0066
 TN0066.The dynamic height is computed by dividing the NAVD 88
 TN0066.geopotential number by the normal gravity value computed on the
 TN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0066.degrees latitude (g = 980.6199 gals.).
 TN0066
 TN0066.The modeled gravity was interpolated from observed gravity values.
 TN0066
 TN0066;                    North         East    Units  Estimated Accuracy
 TN0066;SPC MT       -   478,240.      255,410.      MT  (+/- 180 meters Scaled)
 TN0066
 TN0066                          SUPERSEDED SURVEY CONTROL
 TN0066
 TN0066  NGVD 29 (??/??/92) 1051.732  (m)         3450.56   (f) ADJ UNCH    1 2
 TN0066
 TN0066.Superseded values are not recommended for survey control.
 TN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0066.See file dsdata.txt to determine how the superseded data were derived.
 TN0066
 TN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP096714(NAD 83)
 TN0066_MARKER: DB = BENCH MARK DISK
 TN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0066_STAMPING: J 478 1946
 TN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0066+STABILITY: SURFACE MOTION
 TN0066
 TN0066  HISTORY     - Date     Condition        Report By
 TN0066  HISTORY     - 1946     MONUMENTED       CGS
 TN0066  HISTORY     - 1971     GOOD             NGS
 TN0066
 TN0066                          STATION DESCRIPTION
 TN0066
 TN0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 TN0066'6.6 MI N FROM COLUMBIA FALLS.
 TN0066'REACHED FROM THE INTERSECTION OF RAILROAD STREET AND NUCLEUS AVE. AT
 TN0066'THE RAILROAD DEPOT IN THE NORTH PART OF COLUMBIA FALLS, BY GOING EAST
 TN0066'ON RAILROAD STREET FOR 0.85 MILE, CROSS RAILROAD TRACKS AND CONTINUE
 TN0066'0.5 MILE TO Y, KEEP LEFT FORK STRAIGHT AHEAD 5.2 MILES TO A BRIDGE
 TN0066'OVER CEDAR CREEK AND THE MARK ON THE LEFT, 150 FEET NORTH OF THE
 TN0066'PROPOSED CENTERLINE OF THE NEW ROAD, 30 FEET WEST OF THE WEST BANK OF
 TN0066'CEDAR CREEK, ABOUT 4 FEET ABOVE WATER LEVEL AND ON A 2-FOOT HIGH
 TN0066'MOUND.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST WHICH
 TN0066'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0034 ***********************************************************************
 TN0034  DESIGNATION -  J 479
 TN0034  PID         -  TN0034
 TN0034  STATE/COUNTY-  MT/FLATHEAD
 TN0034  USGS QUAD   -  POLEBRIDGE (1994)
 TN0034
 TN0034                         *CURRENT SURVEY CONTROL
 TN0034  ___________________________________________________________________
 TN0034* NAD 83(1986)-  48 47 48.     (N)    114 20 10.     (W)     SCALED    
 TN0034* NAVD 88     -      1182.131  (meters)    3878.37   (feet)  ADJUSTED  
 TN0034  ___________________________________________________________________
 TN0034  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 TN0034  DYNAMIC HT  -        1182.114 (meters)    3878.32  (feet)  COMP
 TN0034  MODELED GRAV-     980,555.6   (mgal)                       NAVD 88
 TN0034
 TN0034  VERT ORDER  -  FIRST     CLASS II
 TN0034
 TN0034.The horizontal coordinates were scaled from a topographic map and have
 TN0034.an estimated accuracy of +/- 6 seconds.
 TN0034
 TN0034.The orthometric height was determined by differential leveling
 TN0034.and adjusted by the National Geodetic Survey in June 1991..
 TN0034
 TN0034.The geoid height was determined by GEOID03.
 TN0034
 TN0034.The dynamic height is computed by dividing the NAVD 88
 TN0034.geopotential number by the normal gravity value computed on the
 TN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0034.degrees latitude (g = 980.6199 gals.).
 TN0034
 TN0034.The modeled gravity was interpolated from observed gravity values.
 TN0034
 TN0034;                    North         East    Units  Estimated Accuracy
 TN0034;SPC MT       -   516,220.      244,960.      MT  (+/- 180 meters Scaled)
 TN0034
 TN0034                          SUPERSEDED SURVEY CONTROL
 TN0034
 TN0034  NGVD 29 (??/??/92) 1180.918  (m)         3874.40   (f) ADJ UNCH    1 2
 TN0034
 TN0034.Superseded values are not recommended for survey control.
 TN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0034.See file dsdata.txt to determine how the superseded data were derived.
 TN0034
 TN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ956082(NAD 83)
 TN0034_MARKER: DB = BENCH MARK DISK
 TN0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0034_STAMPING: J 479 1946
 TN0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0034+STABILITY: SURFACE MOTION
 TN0034
 TN0034  HISTORY     - Date     Condition        Report By
 TN0034  HISTORY     - 1946     MONUMENTED       CGS
 TN0034
 TN0034                          STATION DESCRIPTION
 TN0034
 TN0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0034'3.9 MI NW FROM POLEBRIDGE.
 TN0034'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  3.6 MILES NORTHWEST ALONG
 TN0034'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, 1.1 MILES
 TN0034'SOUTHEAST OF THE BRIDGE OVER RED MEADOW CREEK, AT A DRIVE-WAY LEADING
 TN0034'SOUTHWEST TO A LOG HOUSE, 175.0 FEET EAST OF THE SOUTHEAST CORNER OF
 TN0034'THE HOUSE, 29.0 FEET SOUTHWEST OF CENTERLINE OF THE ROAD, 30.0 FEET
 TN0034'SOUTHEAST OF CENTERLINE OF THE DRIVE-WAY, 39.5 FEET EAST OF THE MOST
 TN0034'EASTERLY OF TWO PINE TREES, 1.7 FEET NORTHWEST OF A WITNESS POST, AND
 TN0034'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0575 ***********************************************************************
 SR0575  DESIGNATION -  J 48
 SR0575  PID         -  SR0575
 SR0575  STATE/COUNTY-  MT/FERGUS
 SR0575  USGS QUAD   -  ROSS FORK (1970)
 SR0575
 SR0575                         *CURRENT SURVEY CONTROL
 SR0575  ___________________________________________________________________
 SR0575* NAD 83(1986)-  47 05 36.     (N)    109 43 35.     (W)     SCALED    
 SR0575* NAVD 88     -      1167.067  (meters)    3828.95   (feet)  ADJUSTED  
 SR0575  ___________________________________________________________________
 SR0575  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 SR0575  DYNAMIC HT  -        1166.932 (meters)    3828.51  (feet)  COMP
 SR0575  MODELED GRAV-     980,456.8   (mgal)                       NAVD 88
 SR0575
 SR0575  VERT ORDER  -  FIRST     CLASS II
 SR0575
 SR0575.The horizontal coordinates were scaled from a topographic map and have
 SR0575.an estimated accuracy of +/- 6 seconds.
 SR0575
 SR0575.The orthometric height was determined by differential leveling
 SR0575.and adjusted by the National Geodetic Survey in June 1991..
 SR0575.WARNING-Repeat measurements at this control monument indicate possible
 SR0575.vertical movement.
 SR0575
 SR0575.The geoid height was determined by GEOID03.
 SR0575
 SR0575.The dynamic height is computed by dividing the NAVD 88
 SR0575.geopotential number by the normal gravity value computed on the
 SR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0575.degrees latitude (g = 980.6199 gals.).
 SR0575
 SR0575.The modeled gravity was interpolated from observed gravity values.
 SR0575
 SR0575;                    North         East    Units  Estimated Accuracy
 SR0575;SPC MT       -   315,970.      582,820.      MT  (+/- 180 meters Scaled)
 SR0575
 SR0575                          SUPERSEDED SURVEY CONTROL
 SR0575
 SR0575  NGVD 29 (??/??/92) 1166.178  (m)         3826.04   (f) ADJ UNCH    1 2
 SR0575
 SR0575.Superseded values are not recommended for survey control.
 SR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0575.See file dsdata.txt to determine how the superseded data were derived.
 SR0575
 SR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT966163(NAD 83)
 SR0575_MARKER: DB = BENCH MARK DISK
 SR0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0575_STAMPING: J 48 1933 3826.000
 SR0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0575+STABILITY: SURFACE MOTION
 SR0575
 SR0575  HISTORY     - Date     Condition        Report By
 SR0575  HISTORY     - 1933     MONUMENTED       CGS
 SR0575  HISTORY     - 1961     GOOD             NGS
 SR0575
 SR0575                          STATION DESCRIPTION
 SR0575
 SR0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0575'3.0 MI NW FROM ROSSFORK.
 SR0575'ABOUT 3.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0575'STATION AT ROSSFORK, OR 3.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 SR0575'RAILWAY FROM THE STATION AT KOLIN, IN SECTION 5, T 15 N, R 16 E, AT
 SR0575'THE SOUTH END OF A FILL, 18 FEET NORTHEAST OF MILEPOST 11, 95 FEET
 SR0575'EAST OF THE EAST RAIL, 2 1/2 FEET WEST OF A FENCE, 1.3 FEET EAST OF A
 SR0575'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 SR0575'IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0007 ***********************************************************************
 TN0007  DESIGNATION -  J 480
 TN0007  PID         -  TN0007
 TN0007  STATE/COUNTY-  MT/FLATHEAD
 TN0007  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1994)
 TN0007
 TN0007                         *CURRENT SURVEY CONTROL
 TN0007  ___________________________________________________________________
 TN0007* NAD 83(1986)-  48 33 09.     (N)    114 07 43.     (W)     SCALED    
 TN0007* NAVD 88     -      1040.862  (meters)    3414.89   (feet)  ADJUSTED  
 TN0007  ___________________________________________________________________
 TN0007  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 TN0007  DYNAMIC HT  -        1040.861 (meters)    3414.89  (feet)  COMP
 TN0007  MODELED GRAV-     980,574.9   (mgal)                       NAVD 88
 TN0007
 TN0007  VERT ORDER  -  FIRST     CLASS II
 TN0007
 TN0007.The horizontal coordinates were scaled from a topographic map and have
 TN0007.an estimated accuracy of +/- 6 seconds.
 TN0007
 TN0007.The orthometric height was determined by differential leveling
 TN0007.and adjusted by the National Geodetic Survey in June 1991..
 TN0007
 TN0007.The geoid height was determined by GEOID03.
 TN0007
 TN0007.The dynamic height is computed by dividing the NAVD 88
 TN0007.geopotential number by the normal gravity value computed on the
 TN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0007.degrees latitude (g = 980.6199 gals.).
 TN0007
 TN0007.The modeled gravity was interpolated from observed gravity values.
 TN0007
 TN0007;                    North         East    Units  Estimated Accuracy
 TN0007;SPC MT       -   488,200.      258,580.      MT  (+/- 180 meters Scaled)
 TN0007
 TN0007                          SUPERSEDED SURVEY CONTROL
 TN0007
 TN0007  NGVD 29 (??/??/92) 1039.690  (m)         3411.05   (f) ADJ UNCH    1 2
 TN0007
 TN0007.Superseded values are not recommended for survey control.
 TN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0007.See file dsdata.txt to determine how the superseded data were derived.
 TN0007
 TN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP118816(NAD 83)
 TN0007_MARKER: DB = BENCH MARK DISK
 TN0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0007_STAMPING: J 480 1946
 TN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0007+STABILITY: SURFACE MOTION
 TN0007
 TN0007  HISTORY     - Date     Condition        Report By
 TN0007  HISTORY     - 1946     MONUMENTED       CGS
 TN0007
 TN0007                          STATION DESCRIPTION
 TN0007
 TN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0007'15.7 MI N FROM COLUMBIA FALLS.
 TN0007'15.7 MILES NORTH ALONG THE NORTH FORK ROAD FROM THE GREAT NORTHERN
 TN0007'RAILWAY STATION AT COLUMBIA FALLS, 4.5 MILES SOUTH OF THE BIG CREEK
 TN0007'RANGER STATION, AT FOOLHEN MOUNTAIN TRAIL NO. 316, 31.0 FEET WEST OF
 TN0007'CENTERLINE OF THE ROAD, 6.0 FEET NORTHWEST OF CENTERLINE OF THE TRAIL,
 TN0007'2.3 FEET WEST OF A WITNESS POST, ABOUT 5.0 FEET HIGHER THAN THE ROAD,
 TN0007'AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0219 ***********************************************************************
 TN0219  DESIGNATION -  J 481
 TN0219  PID         -  TN0219
 TN0219  STATE/COUNTY-  MT/FLATHEAD
 TN0219  USGS QUAD   -  RADNOR (1994)
 TN0219
 TN0219                         *CURRENT SURVEY CONTROL
 TN0219  ___________________________________________________________________
 TN0219* NAD 83(1986)-  48 37 28.     (N)    114 41 38.     (W)     SCALED    
 TN0219* NAVD 88     -       982.860  (meters)    3224.60   (feet)  ADJUSTED  
 TN0219  ___________________________________________________________________
 TN0219  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0219  DYNAMIC HT  -         982.854 (meters)    3224.58  (feet)  COMP
 TN0219  MODELED GRAV-     980,572.0   (mgal)                       NAVD 88
 TN0219
 TN0219  VERT ORDER  -  FIRST     CLASS II
 TN0219
 TN0219.The horizontal coordinates were scaled from a topographic map and have
 TN0219.an estimated accuracy of +/- 6 seconds.
 TN0219
 TN0219.The orthometric height was determined by differential leveling
 TN0219.and adjusted by the National Geodetic Survey in June 1991..
 TN0219
 TN0219.The geoid height was determined by GEOID03.
 TN0219
 TN0219.The dynamic height is computed by dividing the NAVD 88
 TN0219.geopotential number by the normal gravity value computed on the
 TN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0219.degrees latitude (g = 980.6199 gals.).
 TN0219
 TN0219.The modeled gravity was interpolated from observed gravity values.
 TN0219
 TN0219;                    North         East    Units  Estimated Accuracy
 TN0219;SPC MT       -   498,800.      217,470.      MT  (+/- 180 meters Scaled)
 TN0219
 TN0219                          SUPERSEDED SURVEY CONTROL
 TN0219
 TN0219  NGVD 29 (??/??/92)  981.600  (m)         3220.47   (f) ADJ UNCH    1 2
 TN0219
 TN0219.Superseded values are not recommended for survey control.
 TN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0219.See file dsdata.txt to determine how the superseded data were derived.
 TN0219
 TN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP699882(NAD 83)
 TN0219_MARKER: DB = BENCH MARK DISK
 TN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0219_STAMPING: J 481 1946
 TN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0219+STABILITY: SURFACE MOTION
 TN0219
 TN0219  HISTORY     - Date     Condition        Report By
 TN0219  HISTORY     - 1946     MONUMENTED       CGS
 TN0219
 TN0219                          STATION DESCRIPTION
 TN0219
 TN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0219'5.4 MI SE FROM STRYKER.
 TN0219'IN FLATHEAD COUNTY, 5.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 TN0219'RAILWAY FROM THE STATION AT STRYKER, LINCOLN COUNTY, 1.7 MILES
 TN0219'NORTHWEST OF RADNOR, FLATHEAD COUNTY, 830 FEET NORTHWEST OF MILEPOST
 TN0219'1244, AT THE SOUTHEAST END OF A CUT, 93.7 FEET SOUTHWEST OF THE
 TN0219'SOUTHWEST RAIL, 25 FEET NORTHWEST OF THE CENTERLINE OF A ROAD AND A
 TN0219'GATE, 1.3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 2.7 FEET NORTHWEST
 TN0219'OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 TN0219'A STANDARD DISK, STAMPED J 481 1946 AND SET IN THE TOP OF A CONCRETE
 TN0219'POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0218 ***********************************************************************
 QV0218  DESIGNATION -  J 482
 QV0218  PID         -  QV0218
 QV0218  STATE/COUNTY-  MT/BIG HORN
 QV0218  USGS QUAD   -  PASS CREEK EAST (1967)
 QV0218
 QV0218                         *CURRENT SURVEY CONTROL
 QV0218  ___________________________________________________________________
 QV0218* NAD 83(1986)-  45 03 17.     (N)    107 21 26.     (W)     SCALED    
 QV0218* NAVD 88     -      1196.936  (meters)    3926.95   (feet)  ADJUSTED  
 QV0218  ___________________________________________________________________
 QV0218  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 QV0218  DYNAMIC HT  -        1196.525 (meters)    3925.60  (feet)  COMP
 QV0218  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 QV0218
 QV0218  VERT ORDER  -  FIRST     CLASS II
 QV0218
 QV0218.The horizontal coordinates were scaled from a topographic map and have
 QV0218.an estimated accuracy of +/- 6 seconds.
 QV0218
 QV0218.The orthometric height was determined by differential leveling
 QV0218.and adjusted by the National Geodetic Survey in June 1991..
 QV0218
 QV0218.The geoid height was determined by GEOID03.
 QV0218
 QV0218.The dynamic height is computed by dividing the NAVD 88
 QV0218.geopotential number by the normal gravity value computed on the
 QV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0218.degrees latitude (g = 980.6199 gals.).
 QV0218
 QV0218.The modeled gravity was interpolated from observed gravity values.
 QV0218
 QV0218;                    North         East    Units  Estimated Accuracy
 QV0218;SPC MT       -    91,750.      768,760.      MT  (+/- 180 meters Scaled)
 QV0218
 QV0218                          SUPERSEDED SURVEY CONTROL
 QV0218
 QV0218  NGVD 29 (??/??/92) 1196.158  (m)         3924.39   (f) ADJ UNCH    1 2
 QV0218
 QV0218.Superseded values are not recommended for survey control.
 QV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0218.See file dsdata.txt to determine how the superseded data were derived.
 QV0218
 QV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK143917(NAD 83)
 QV0218_MARKER: DB = BENCH MARK DISK
 QV0218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0218_SP_SET: 22 FEET
 QV0218_STAMPING: J 482 1957
 QV0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0218
 QV0218  HISTORY     - Date     Condition        Report By
 QV0218  HISTORY     - 1957     MONUMENTED       CGS
 QV0218
 QV0218                          STATION DESCRIPTION
 QV0218
 QV0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0218'5.55 MI S FROM WYOLA.
 QV0218'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0218'RAILROAD FROM THE STATION AT WYOLA, AT A PROMINENT GRAVEL ROAD
 QV0218'CROSSING, 57 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 35 FEET
 QV0218'NORTH OF THE CENTER LINE OF THE ROAD, 77 FEET NORTHWEST OF THE CENTER
 QV0218'OF THE CROSSING, 3 1/2 FEET NORTH OF THE FENCE, 15 FEET EAST OF A
 QV0218'CONCRETE FENCE POST THAT IS A T FENCE CORNER, 1 FOOT WEST OF A WHITE
 QV0218'WOODEN WITNESS POST, 3 FEET LOWER THAN THE TRACK, A DISK ON A 5/8-INCH
 QV0218'COPPER COATED ROAD THAT IS DRIVEN TO A DEPTH OF 22 FEET AND IS ENCASED
 QV0218'IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0110 ***********************************************************************
 QW0110  DESIGNATION -  J 483
 QW0110  PID         -  QW0110
 QW0110  STATE/COUNTY-  MT/STILLWATER
 QW0110  USGS QUAD   -  PARK CITY (1956)
 QW0110
 QW0110                         *CURRENT SURVEY CONTROL
 QW0110  ___________________________________________________________________
 QW0110* NAD 83(1986)-  45 37 35.     (N)    108 56 38.     (W)     SCALED    
 QW0110* NAVD 88     -      1043.648  (meters)    3424.04   (feet)  ADJUSTED  
 QW0110  ___________________________________________________________________
 QW0110  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 QW0110  DYNAMIC HT  -        1043.402 (meters)    3423.23  (feet)  COMP
 QW0110  MODELED GRAV-     980,344.9   (mgal)                       NAVD 88
 QW0110
 QW0110  VERT ORDER  -  FIRST     CLASS II
 QW0110
 QW0110.The horizontal coordinates were scaled from a topographic map and have
 QW0110.an estimated accuracy of +/- 6 seconds.
 QW0110
 QW0110.The orthometric height was determined by differential leveling
 QW0110.and adjusted by the National Geodetic Survey in June 1991..
 QW0110
 QW0110.The geoid height was determined by GEOID03.
 QW0110
 QW0110.The dynamic height is computed by dividing the NAVD 88
 QW0110.geopotential number by the normal gravity value computed on the
 QW0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0110.degrees latitude (g = 980.6199 gals.).
 QW0110
 QW0110.The modeled gravity was interpolated from observed gravity values.
 QW0110
 QW0110;                    North         East    Units  Estimated Accuracy
 QW0110;SPC MT       -   153,120.      643,350.      MT  (+/- 180 meters Scaled)
 QW0110
 QW0110                          SUPERSEDED SURVEY CONTROL
 QW0110
 QW0110  NGVD 29 (??/??/92) 1042.831  (m)         3421.35   (f) ADJ UNCH    1 2
 QW0110
 QW0110.Superseded values are not recommended for survey control.
 QW0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0110.See file dsdata.txt to determine how the superseded data were derived.
 QW0110
 QW0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR602545(NAD 83)
 QW0110_MARKER: P = PIPE CAP
 QW0110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0110_SP_SET: 44 FT.
 QW0110_STAMPING: J 483 1957
 QW0110_MARK LOGO: CGS   
 QW0110_PROJECTION: PROJECTING 15 CENTIMETERS
 QW0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0110_ROD/PIPE-DEPTH: 13.4 meters
 QW0110
 QW0110  HISTORY     - Date     Condition        Report By
 QW0110  HISTORY     - 1957     MONUMENTED       CGS
 QW0110  HISTORY     - 1982     GOOD             NGS
 QW0110
 QW0110                          STATION DESCRIPTION
 QW0110
 QW0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0110'1.4 MI SW FROM PARK CITY.
 QW0110'ABOUT 1.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0110'STATION AT PARK CITY, IN SECTION 30, T 2 S, R 23 E, 103 FEET EAST OF
 QW0110'MILEPOST 24, 39 FEET SOUTH OF THE SOUTH RAIL, 2 FEET SOUTH OF A FENCE,
 QW0110'3 FEET EAST OF A WHITE WOODEN WITNESS POST, 25 FEET NORTH OF A
 QW0110'TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 QW0110'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 44
 QW0110'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.
 QW0110
 QW0110                          STATION RECOVERY (1982)
 QW0110
 QW0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0110'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0110'14.7 KM (9.15 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0110'FROM THE RAILROAD STATION IN LAUREL, 0.2 KM (0.1 MI) NORTHEAST OF THE
 QW0110'INTERSECTION OF A GRAVELED ROAD, 31.4 METERS (103.0 FT) EAST OF
 QW0110'MILEPOST 24, 11.9 METERS (39.0 FT) SOUTHEAST OF THE NEAR RAIL AND 7.7
 QW0110'METERS (25.3 FT) NORTH OF UTILITY POLE NUMBER E 40 G.
 QW0110'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST AND FENCE
 QW0110'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0163 ***********************************************************************
 QW0163  DESIGNATION -  J 484
 QW0163  PID         -  QW0163
 QW0163  STATE/COUNTY-  MT/YELLOWSTONE
 QW0163  USGS QUAD   -  BILLINGS WEST (1975)
 QW0163
 QW0163                         *CURRENT SURVEY CONTROL
 QW0163  ___________________________________________________________________
 QW0163* NAD 83(1986)-  45 48 14.     (N)    108 32 12.     (W)     SCALED    
 QW0163* NAVD 88     -      1088.883  (meters)    3572.44   (feet)  ADJUSTED  
 QW0163  ___________________________________________________________________
 QW0163  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 QW0163  DYNAMIC HT  -        1088.642 (meters)    3571.65  (feet)  COMP
 QW0163  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 QW0163
 QW0163  VERT ORDER  -  FIRST     CLASS II
 QW0163
 QW0163.This mark is at Billings Logan Intl Airport (BIL)
 QW0163
 QW0163.The horizontal coordinates were scaled from a topographic map and have
 QW0163.an estimated accuracy of +/- 6 seconds.
 QW0163
 QW0163.The orthometric height was determined by differential leveling
 QW0163.and adjusted by the National Geodetic Survey in June 1991..
 QW0163
 QW0163.The geoid height was determined by GEOID03.
 QW0163
 QW0163.The dynamic height is computed by dividing the NAVD 88
 QW0163.geopotential number by the normal gravity value computed on the
 QW0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0163.degrees latitude (g = 980.6199 gals.).
 QW0163
 QW0163.The modeled gravity was interpolated from observed gravity values.
 QW0163
 QW0163;                    North         East    Units  Estimated Accuracy
 QW0163;SPC MT       -   173,150.      674,860.      MT  (+/- 180 meters Scaled)
 QW0163
 QW0163                          SUPERSEDED SURVEY CONTROL
 QW0163
 QW0163  NGVD 29 (??/??/92) 1088.109  (m)         3569.90   (f) ADJ UNCH    1 2
 QW0163
 QW0163.Superseded values are not recommended for survey control.
 QW0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0163.See file dsdata.txt to determine how the superseded data were derived.
 QW0163
 QW0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR914752(NAD 83)
 QW0163_MARKER: DB = BENCH MARK DISK
 QW0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0163_SP_SET: FOUNDATION
 QW0163_STAMPING: J 484 1957
 QW0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0163
 QW0163  HISTORY     - Date     Condition        Report By
 QW0163  HISTORY     - 1957     MONUMENTED       CGS
 QW0163  HISTORY     - 1981     MARK NOT FOUND   NGS
 QW0163
 QW0163                          STATION DESCRIPTION
 QW0163
 QW0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0163'2.1 MI NW FROM BILLINGS.
 QW0163'ABOUT 2.1 MILES NORTHWEST ALONG 27TH STREET FROM THE COURTHOUSE AT
 QW0163'BILLINGS, IN SECTION 30, T 1 N, R 26 E, AT THE BILLINGS MUNICIPAL
 QW0163'AIRPORT, AT THE NEW ADMINISTRATION BUILDING, SET VERTICALLY IN THE
 QW0163'NORTH FACE OF THE CONCRETE FOUNDATION OF THE PLATFORM, 22 FEET EAST OF
 QW0163'THE WEST END OF THE PLATFORM, AND ABOUT 2 FEET ABOVE THE GROUND.
 QW0163
 QW0163                          STATION RECOVERY (1981)
 QW0163
 QW0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0163'NOTE=THE BUILDING HAS BEEN ADDED TO AND THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0128 ***********************************************************************
 QW0128  DESIGNATION -  J 485
 QW0128  PID         -  QW0128
 QW0128  STATE/COUNTY-  MT/YELLOWSTONE
 QW0128  USGS QUAD   -  LAUREL (1969)
 QW0128
 QW0128                         *CURRENT SURVEY CONTROL
 QW0128  ___________________________________________________________________
 QW0128* NAD 83(1986)-  45 41 54.     (N)    108 45 45.     (W)     SCALED    
 QW0128* NAVD 88     -      1053.782  (meters)    3457.28   (feet)  ADJUSTED  
 QW0128  ___________________________________________________________________
 QW0128  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 QW0128  DYNAMIC HT  -        1053.554 (meters)    3456.54  (feet)  COMP
 QW0128  MODELED GRAV-     980,362.4   (mgal)                       NAVD 88
 QW0128
 QW0128  VERT ORDER  -  FIRST     CLASS II
 QW0128
 QW0128.This mark is at Laurel Municipal Airport (6S8)
 QW0128
 QW0128.The horizontal coordinates were scaled from a topographic map and have
 QW0128.an estimated accuracy of +/- 6 seconds.
 QW0128
 QW0128.The orthometric height was determined by differential leveling
 QW0128.and adjusted by the National Geodetic Survey in June 1991..
 QW0128
 QW0128.The geoid height was determined by GEOID03.
 QW0128
 QW0128.The dynamic height is computed by dividing the NAVD 88
 QW0128.geopotential number by the normal gravity value computed on the
 QW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0128.degrees latitude (g = 980.6199 gals.).
 QW0128
 QW0128.The modeled gravity was interpolated from observed gravity values.
 QW0128
 QW0128;                    North         East    Units  Estimated Accuracy
 QW0128;SPC MT       -   161,230.      657,420.      MT  (+/- 180 meters Scaled)
 QW0128
 QW0128                          SUPERSEDED SURVEY CONTROL
 QW0128
 QW0128  NGVD 29 (??/??/92) 1052.968  (m)         3454.61   (f) ADJ UNCH    1 2
 QW0128
 QW0128.Superseded values are not recommended for survey control.
 QW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0128.See file dsdata.txt to determine how the superseded data were derived.
 QW0128
 QW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR741629(NAD 83)
 QW0128_MARKER: DB = BENCH MARK DISK
 QW0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0128_STAMPING: J 485 1957
 QW0128_MARK LOGO: CGS   
 QW0128_PROJECTION: PROJECTING 10 CENTIMETERS
 QW0128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QW0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0128+STABILITY: SURFACE MOTION
 QW0128
 QW0128  HISTORY     - Date     Condition        Report By
 QW0128  HISTORY     - 1957     MONUMENTED       CGS
 QW0128  HISTORY     - 1980     GOOD             NGS
 QW0128  HISTORY     - 19890724 GOOD             NGS
 QW0128
 QW0128                          STATION DESCRIPTION
 QW0128
 QW0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0128'2.4 MI N FROM LAUREL.
 QW0128'ABOUT 1.0 MILE NORTH ALONG 1ST AVENUE FROM THE CITY HALL AT LAUREL,
 QW0128'THENCE 1.0 MILE NORTH AND 0.4 MILE EAST ALONG AIRPORT ROAD, IN SECTION
 QW0128'33, T 1 S, R 24 E, AT THE LAUREL AIRPORT, 127 FEET SOUTHWEST OF THE
 QW0128'CENTER LINE OF THE NORTHWEST TO SOUTHEAST RUNWAY, 101 FEET NORTH OF
 QW0128'THE NORTHEAST CORNER OF THE SECOND HANGAR WEST OF THE ENTRANCE, 8 1/2
 QW0128'FEET EAST OF THE WIND TEE, AND IN THE TOP OF A CONCRETE POST
 QW0128'PROJECTING 5 INCHES.
 QW0128
 QW0128                          STATION RECOVERY (1980)
 QW0128
 QW0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QW0128'IN LAUREL, AT THE LAUREL MUNICIPAL AIRPORT, 38.7 METERS (127.0 FT)
 QW0128'WEST OF THE CENTER OF THE RUNWAY, 30.8 METERS (101.0 FT) NORTH OF
 QW0128'THE NORTHWEST CORNER OF A HANGAR, AND 2.6 METERS (8.5 FT) EAST OF
 QW0128'A WIND SOCK.
 QW0128'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 QW0128
 QW0128                          STATION RECOVERY (1989)
 QW0128
 QW0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QW0128'STATION IS LOCATED IN THE SOUTH SECTION OF THE FIELD WEST OF RUNWAY 31
 QW0128'AND ADJACENT TO A WINDSOCK POLE.  IT IS 100.6 FT (30.7 M) NORTH OF THE
 QW0128'NORTHEAST CORNER OF THE EASTERNMOST HANGAR WEST OF RUNWAY 31, 79.1 FT
 QW0128'(24.1 M) WEST OF THE WEST EDGE OF RUNWAY 31, 8.4 FT (2.6 M) EAST OF A
 QW0128'WINDSOCK AND 1.6 FT (0.5 M) WEST OF A WITNESS POST. STATION IS A
 QW0128'STANDARD USCGS BM DISK STAMPED J 485 1957 SET IN THE TOP OF A CONCRETE
 QW0128'POST PROJECTING THREE INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0178 ***********************************************************************
 QV0178  DESIGNATION -  J 486
 QV0178  PID         -  QV0178
 QV0178  STATE/COUNTY-  MT/BIG HORN
 QV0178  USGS QUAD   -  BENTEEN (1967)
 QV0178
 QV0178                         *CURRENT SURVEY CONTROL
 QV0178  ___________________________________________________________________
 QV0178* NAD 83(1986)-  45 23 04.     (N)    107 23 11.     (W)     SCALED    
 QV0178* NAVD 88     -       997.822  (meters)    3273.69   (feet)  ADJUSTED  
 QV0178  ___________________________________________________________________
 QV0178  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 QV0178  DYNAMIC HT  -         997.554 (meters)    3272.81  (feet)  COMP
 QV0178  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 QV0178
 QV0178  VERT ORDER  -  FIRST     CLASS II
 QV0178
 QV0178.The horizontal coordinates were scaled from a topographic map and have
 QV0178.an estimated accuracy of +/- 6 seconds.
 QV0178
 QV0178.The orthometric height was determined by differential leveling
 QV0178.and adjusted by the National Geodetic Survey in June 1991..
 QV0178
 QV0178.The geoid height was determined by GEOID03.
 QV0178
 QV0178.The dynamic height is computed by dividing the NAVD 88
 QV0178.geopotential number by the normal gravity value computed on the
 QV0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0178.degrees latitude (g = 980.6199 gals.).
 QV0178
 QV0178.The modeled gravity was interpolated from observed gravity values.
 QV0178
 QV0178;                    North         East    Units  Estimated Accuracy
 QV0178;SPC MT       -   128,320.      765,480.      MT  (+/- 180 meters Scaled)
 QV0178
 QV0178                          SUPERSEDED SURVEY CONTROL
 QV0178
 QV0178  NGVD 29 (??/??/92)  997.084  (m)         3271.27   (f) ADJ UNCH    1 2
 QV0178
 QV0178.Superseded values are not recommended for survey control.
 QV0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0178.See file dsdata.txt to determine how the superseded data were derived.
 QV0178
 QV0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL131284(NAD 83)
 QV0178_MARKER: DB = BENCH MARK DISK
 QV0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0178_SP_SET: FOUNDATION
 QV0178_STAMPING: J 486 1957
 QV0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0178
 QV0178  HISTORY     - Date     Condition        Report By
 QV0178  HISTORY     - 1957     MONUMENTED       CGS
 QV0178
 QV0178                          STATION DESCRIPTION
 QV0178
 QV0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0178'4.9 MI N FROM LODGE GRASS.
 QV0178'ABOUT 4.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0178'RAILROAD FROM THE STATION AT LODGE GRASS, 5 1/2 POLES NORTH OF
 QV0178'MILEPOST 755, IN THE TOP OF THE NORTH ONE OF THE TWO MOST EASTERLY
 QV0178'CONCRETE FOUNDATION FOR A WATER TANK THAT HAS BEEN REMOVED, 13 FEET
 QV0178'EAST OF THE EAST RAIL, 2 FEET ABOVE THE GROUND AND ABOUT 1 FOOT ABOVE
 QV0178'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0256 ***********************************************************************
 QV0256  DESIGNATION -  J 487
 QV0256  PID         -  QV0256
 QV0256  STATE/COUNTY-  MT/BIG HORN
 QV0256  USGS QUAD   -  WALKER HILL (1980)
 QV0256
 QV0256                         *CURRENT SURVEY CONTROL
 QV0256  ___________________________________________________________________
 QV0256* NAD 83(1986)-  45 42 54.     (N)    107 41 20.     (W)     SCALED    
 QV0256* NAVD 88     -       908.739  (meters)    2981.42   (feet)  ADJUSTED  
 QV0256  ___________________________________________________________________
 QV0256  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 QV0256  DYNAMIC HT  -         908.555 (meters)    2980.82  (feet)  COMP
 QV0256  MODELED GRAV-     980,382.4   (mgal)                       NAVD 88
 QV0256
 QV0256  VERT ORDER  -  FIRST     CLASS II
 QV0256
 QV0256.The horizontal coordinates were scaled from a topographic map and have
 QV0256.an estimated accuracy of +/- 6 seconds.
 QV0256
 QV0256.The orthometric height was determined by differential leveling
 QV0256.and adjusted by the National Geodetic Survey in June 1991..
 QV0256
 QV0256.The geoid height was determined by GEOID03.
 QV0256
 QV0256.The dynamic height is computed by dividing the NAVD 88
 QV0256.geopotential number by the normal gravity value computed on the
 QV0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0256.degrees latitude (g = 980.6199 gals.).
 QV0256
 QV0256.The modeled gravity was interpolated from observed gravity values.
 QV0256
 QV0256;                    North         East    Units  Estimated Accuracy
 QV0256;SPC MT       -   164,440.      740,950.      MT  (+/- 180 meters Scaled)
 QV0256
 QV0256                          SUPERSEDED SURVEY CONTROL
 QV0256
 QV0256  NGVD 29 (??/??/92)  908.028  (m)         2979.09   (f) ADJ UNCH    1 2
 QV0256
 QV0256.Superseded values are not recommended for survey control.
 QV0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0256.See file dsdata.txt to determine how the superseded data were derived.
 QV0256
 QV0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL907658(NAD 83)
 QV0256_MARKER: DB = BENCH MARK DISK
 QV0256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0256_SP_SET: 23 FEET
 QV0256_STAMPING: J 487 1957
 QV0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0256
 QV0256  HISTORY     - Date     Condition        Report By
 QV0256  HISTORY     - 1957     MONUMENTED       CGS
 QV0256
 QV0256                          STATION DESCRIPTION
 QV0256
 QV0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0256'4.6 MI SW FROM HARDIN.
 QV0256'ABOUT 4.6 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0256'RAILROAD FROM THE STATION AT HARDIN, 102 FEET NORTH OF THE 13TH POLE
 QV0256'WEST OF MILEPOST 788, 143 FEET NORTH OF THE NORTH RAIL, 23 FEET EAST
 QV0256'OF THE CENTER OF A GATE, 3 FEET SOUTH OF A FENCE LINE, 1 FOOT EAST OF
 QV0256'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK, A DISK ON A
 QV0256'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 23 FEET AND IS
 QV0256'ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0239 ***********************************************************************
 QV0239  DESIGNATION -  J 488
 QV0239  PID         -  QV0239
 QV0239  STATE/COUNTY-  MT/BIG HORN
 QV0239  USGS QUAD   -  CORINTH (1980)
 QV0239
 QV0239                         *CURRENT SURVEY CONTROL
 QV0239  ___________________________________________________________________
 QV0239* NAD 83(1986)-  45 47 47.     (N)    107 57 00.     (W)     SCALED    
 QV0239* NAVD 88     -       959.856  (meters)    3149.13   (feet)  ADJUSTED  
 QV0239  ___________________________________________________________________
 QV0239  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 QV0239  DYNAMIC HT  -         959.656 (meters)    3148.47  (feet)  COMP
 QV0239  MODELED GRAV-     980,374.5   (mgal)                       NAVD 88
 QV0239
 QV0239  VERT ORDER  -  FIRST     CLASS II
 QV0239
 QV0239.The horizontal coordinates were scaled from a topographic map and have
 QV0239.an estimated accuracy of +/- 6 seconds.
 QV0239
 QV0239.The orthometric height was determined by differential leveling
 QV0239.and adjusted by the National Geodetic Survey in June 1991..
 QV0239
 QV0239.The geoid height was determined by GEOID03.
 QV0239
 QV0239.The dynamic height is computed by dividing the NAVD 88
 QV0239.geopotential number by the normal gravity value computed on the
 QV0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0239.degrees latitude (g = 980.6199 gals.).
 QV0239
 QV0239.The modeled gravity was interpolated from observed gravity values.
 QV0239
 QV0239;                    North         East    Units  Estimated Accuracy
 QV0239;SPC MT       -   173,050.      720,450.      MT  (+/- 180 meters Scaled)
 QV0239
 QV0239                          SUPERSEDED SURVEY CONTROL
 QV0239
 QV0239  NGVD 29 (??/??/92)  959.119  (m)         3146.71   (f) ADJ UNCH    1 2
 QV0239
 QV0239.Superseded values are not recommended for survey control.
 QV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0239.See file dsdata.txt to determine how the superseded data were derived.
 QV0239
 QV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL707756(NAD 83)
 QV0239_MARKER: DB = BENCH MARK DISK
 QV0239_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0239_SP_SET: 36 1/2 FEET
 QV0239_STAMPING: J 488 1957
 QV0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0239
 QV0239  HISTORY     - Date     Condition        Report By
 QV0239  HISTORY     - 1957     MONUMENTED       CGS
 QV0239
 QV0239                          STATION DESCRIPTION
 QV0239
 QV0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0239'19.3 MI NW FROM HARDIN.
 QV0239'ABOUT 19.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0239'RAILROAD FROM THE STATION AT HARDIN, 0.4 MILE SOUTHEAST OF A LARGE
 QV0239'COTTONWOOD TREE GROWING IN A WASH, 70 FEET EAST OF MILEPOST 803, 74
 QV0239'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET NORTHEAST OF THE FENCE, 1
 QV0239'1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 QV0239'BELOW THE LEVEL OF THE TRACK, A DISK ON A 5/8-INCH COPPER COATED ROD
 QV0239'THAT IS DRIVEN TO A DEPTH OF 36 1/2 FEET AND IS ENCASED IN A 6-INCH
 QV0239'TILE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0340 ***********************************************************************
 QW0340  DESIGNATION -  J 489
 QW0340  PID         -  QW0340
 QW0340  STATE/COUNTY-  MT/SWEET GRASS
 QW0340  USGS QUAD   -  REED POINT (1955)
 QW0340
 QW0340                         *CURRENT SURVEY CONTROL
 QW0340  ___________________________________________________________________
 QW0340* NAD 83(1999)-  45 42 33.38502(N)    109 35 40.73540(W)     ADJUSTED  
 QW0340* NAVD 88     -      1155.093  (meters)    3789.67   (feet)  ADJUSTED  
 QW0340  ___________________________________________________________________
 QW0340  X           -  -1,496,494.913 (meters)                     COMP
 QW0340  Y           -  -4,203,888.372 (meters)                     COMP
 QW0340  Z           -   4,543,559.933 (meters)                     COMP
 QW0340  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 QW0340  ELLIP HEIGHT-        1143.21  (meters)          (04/26/01) GPS OBS
 QW0340  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 QW0340  DYNAMIC HT  -        1154.747 (meters)    3788.53  (feet)  COMP
 QW0340  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 QW0340
 QW0340  HORZ ORDER  -  B
 QW0340  VERT ORDER  -  FIRST     CLASS II
 QW0340  ELLP ORDER  -  FOURTH    CLASS I
 QW0340
 QW0340.The horizontal coordinates were established by GPS observations
 QW0340.and adjusted by the National Geodetic Survey in April 2001..
 QW0340.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0340.DATUM ITEM on the data sheet items page.
 QW0340
 QW0340.The orthometric height was determined by differential leveling
 QW0340.and adjusted by the National Geodetic Survey in June 1991..
 QW0340
 QW0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0340
 QW0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0340
 QW0340.The ellipsoidal height was determined by GPS observations
 QW0340.and is referenced to NAD 83.
 QW0340
 QW0340.The geoid height was determined by GEOID03.
 QW0340
 QW0340.The dynamic height is computed by dividing the NAVD 88
 QW0340.geopotential number by the normal gravity value computed on the
 QW0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0340.degrees latitude (g = 980.6199 gals.).
 QW0340
 QW0340.The modeled gravity was interpolated from observed gravity values.
 QW0340
 QW0340;                    North         East     Units Scale Factor Converg.
 QW0340;SPC MT       -   162,181.752   592,632.487   MT  0.99964838   -0 04 09.2
 QW0340;SPC MT       -   532,092.36  1,944,332.31   iFT  0.99964838   -0 04 09.2
 QW0340;UTM  12      - 5,062,706.995   609,387.863   MT  0.99974711   +1 00 21.8
 QW0340
 QW0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0340!SPC MT       -   0.99982081  x   0.99964838  =   0.99946925
 QW0340!UTM  12      -   0.99982081  x   0.99974711  =   0.99956796
 QW0340
 QW0340                          SUPERSEDED SURVEY CONTROL
 QW0340
 QW0340  NAD 83(1992)-  45 42 33.38385(N)    109 35 40.73463(W) AD(       ) B
 QW0340  ELLIP H (07/31/95) 1143.30   (m)                       GP(       ) 2 1
 QW0340  NAVD 88 (07/31/95) 1155.09   (m)         3789.7    (f) LEVELING    3  
 QW0340  NGVD 29 (??/??/92) 1154.118  (m)         3786.47   (f) ADJ UNCH    1 2
 QW0340
 QW0340.Superseded values are not recommended for survey control.
 QW0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0340.See file dsdata.txt to determine how the superseded data were derived.
 QW0340
 QW0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR0938862707(NAD 83)
 QW0340_MARKER: DB = BENCH MARK DISK
 QW0340_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0340_SP_SET: 24 FT.
 QW0340_STAMPING: J 489 1957
 QW0340_MARK LOGO: CGS   
 QW0340_PROJECTION: PROJECTING 15 CENTIMETERS
 QW0340_MAGNETIC: I = MARKER IS A STEEL ROD
 QW0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0340+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1995
 QW0340_ROD/PIPE-DEPTH: 7.3  meters
 QW0340
 QW0340  HISTORY     - Date     Condition        Report By
 QW0340  HISTORY     - 1957     MONUMENTED       CGS
 QW0340  HISTORY     - 1982     GOOD             NGS
 QW0340  HISTORY     - 19950127 GOOD             MTDOT
 QW0340
 QW0340                          STATION DESCRIPTION
 QW0340
 QW0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0340'2.65 MI W FROM REEDPOINT.
 QW0340'ABOUT 2.65 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0340'STATION AT REEDPOINT, IN SECTION 35, T 1 S, R 17 E, 167 FEET
 QW0340'WEST-SOUTHWEST OF THE WEST CORNER OF THE BRIDGE OVER HUMPH CREEK, 44
 QW0340'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 77 FEET WEST OF THE CENTER
 QW0340'OF A PRIVATE ROAD CROSSING, 86 FEET SOUTH OF A LARGE ELM, 75 FEET
 QW0340'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 32 FEET SOUTHEAST OF A
 QW0340'FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 QW0340'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 QW0340'COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A
 QW0340'6-INCH TILE WHICH PROJECTS 7 INCHES.
 QW0340
 QW0340                          STATION RECOVERY (1982)
 QW0340
 QW0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0340'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0340'31.5 KM (19.55 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0340'FROM THE RAILROAD STATION IN COLUMBUS, 50.9 METERS (167.0 FT) WEST OF
 QW0340'THE WEST END OF RAILROAD BRIDGE NUMBER 59, 22.9 (75.1 FT) WEST OF THE
 QW0340'CENTER OF A DIRT ROAD CROSSING THE TRACKS, 13.6 METERS (44.6 FT) NORTH
 QW0340'OF THE NEAR RAIL AND 0.5 METER (1.6 FT) SOUTHWEST OF A WOODEN WITNESS
 QW0340'POST.
 QW0340'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QW0340'THE MARK IS 0.6 M BELOW THE TRACKS.
 QW0340
 QW0340                          STATION RECOVERY (1995)
 QW0340
 QW0340'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QW0340'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO SOME CHANGES A
 QW0340'NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 20 MI (32.2 KM)
 QW0340'WEST OF COLUMBUS, 12 MI (19.3 KM) EAST OF GREYCLIFF, 2.5 MI (4.0 KM)
 QW0340'WEST OF REEDPOINT AND ALONG THE FRONTAGE ROAD AND RAILROAD TRACK.  TO
 QW0340'REACH FROM THE MAIN INTERSECTION IN REEDPOINT, GO WEST ON THE FRONTAGE
 QW0340'FOR 0.9 MI (1.4 KM) TO THE SWEET GRASS-STILLWATER COUNTY LINE.
 QW0340'CONTINUE WEST FOR 1.6 MI (2.6 KM) TO THE STATION ON THE RIGHT.  THE
 QW0340'STATION MARK IS A BENCH MARK DISK ATTACHED TO A COPPER CLAD STEEL ROD
 QW0340'SET IN A TILE SLEEVE THAT PROJECTS 17 CENTIMETERS.  IT IS 167 FT (50.9
 QW0340'M) WEST OF A RAILROAD BRIDGE, 75.0 FT (22.9 M) WEST OF THE CENTER OF A
 QW0340'DIRT ROAD, 45.0 FT (13.7 M) NORTH OF THE NORTH RAIL OF THE RAILROAD
 QW0340'TRACKS AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0404 ***********************************************************************
 SR0404  DESIGNATION -  J 49
 SR0404  PID         -  SR0404
 SR0404  STATE/COUNTY-  MT/FERGUS
 SR0404  USGS QUAD   -  HILGER (1985)
 SR0404
 SR0404                         *CURRENT SURVEY CONTROL
 SR0404  ___________________________________________________________________
 SR0404* NAD 83(1986)-  47 21 50.     (N)    109 19 27.     (W)     SCALED    
 SR0404* NAVD 88     -      1104.472  (meters)    3623.59   (feet)  ADJUSTED  
 SR0404  ___________________________________________________________________
 SR0404  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 SR0404  DYNAMIC HT  -        1104.396 (meters)    3623.34  (feet)  COMP
 SR0404  MODELED GRAV-     980,505.8   (mgal)                       NAVD 88
 SR0404
 SR0404  VERT ORDER  -  FIRST     CLASS II
 SR0404
 SR0404.The horizontal coordinates were scaled from a topographic map and have
 SR0404.an estimated accuracy of +/- 6 seconds.
 SR0404
 SR0404.The orthometric height was determined by differential leveling
 SR0404.and adjusted by the National Geodetic Survey in June 1991..
 SR0404
 SR0404.The geoid height was determined by GEOID03.
 SR0404
 SR0404.The dynamic height is computed by dividing the NAVD 88
 SR0404.geopotential number by the normal gravity value computed on the
 SR0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0404.degrees latitude (g = 980.6199 gals.).
 SR0404
 SR0404.The modeled gravity was interpolated from observed gravity values.
 SR0404
 SR0404;                    North         East    Units  Estimated Accuracy
 SR0404;SPC MT       -   346,020.      613,270.      MT  (+/- 180 meters Scaled)
 SR0404
 SR0404                          SUPERSEDED SURVEY CONTROL
 SR0404
 SR0404  NGVD 29 (??/??/92) 1103.635  (m)         3620.84   (f) ADJ UNCH    1 2
 SR0404
 SR0404.Superseded values are not recommended for survey control.
 SR0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0404.See file dsdata.txt to determine how the superseded data were derived.
 SR0404
 SR0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT265469(NAD 83)
 SR0404_MARKER: DB = BENCH MARK DISK
 SR0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0404_STAMPING: J 49 1933 3620.760
 SR0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0404+STABILITY: SURFACE MOTION
 SR0404
 SR0404  HISTORY     - Date     Condition        Report By
 SR0404  HISTORY     - 1933     MONUMENTED       CGS
 SR0404  HISTORY     - 1961     GOOD             NGS
 SR0404
 SR0404                          STATION DESCRIPTION
 SR0404
 SR0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0404'1.7 MI NE FROM MOULTON.
 SR0404'ABOUT 1.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0404'PACIFIC RAILROAD FROM A GRAIN ELEVATOR AT MOULTON, OR 1.55 MILES
 SR0404'SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SR0404'FROM A GRAIN ELEVATOR AT CHRISTINA, IN SECTION 5, T 18 N, R 19 E, 0.1
 SR0404'MILE SOUTHWEST OF A ROAD CROSSING AND THE JUNCTION OF A DIRT ROAD WITH
 SR0404'A GRAVELED ROAD, 143 FEET SOUTHWEST OF MILEPOST 7, 45 FEET NORTHWEST
 SR0404'OF THE NORTHWEST RAIL, 122 FEET NORTH OF AND ACROSS THE TRACK FROM A
 SR0404'POWER POLE, 51 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD
 SR0404'WHICH PARALLELS THE TRACK, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 SR0404'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND ABOUT 4 FEET BELOW THE
 SR0404'LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0404'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0153 ***********************************************************************
 QX0153  DESIGNATION -  J 490
 QX0153  PID         -  QX0153
 QX0153  STATE/COUNTY-  MT/PARK
 QX0153  USGS QUAD   -  LIVINGSTON (1951)
 QX0153
 QX0153                         *CURRENT SURVEY CONTROL
 QX0153  ___________________________________________________________________
 QX0153* NAD 83(1986)-  45 40 30.     (N)    110 32 16.     (W)     SCALED    
 QX0153* NAVD 88     -      1363.754  (meters)    4474.25   (feet)  ADJUSTED  
 QX0153  ___________________________________________________________________
 QX0153  GEOID HEIGHT-         -10.49  (meters)                     GEOID03
 QX0153  DYNAMIC HT  -        1363.288 (meters)    4472.72  (feet)  COMP
 QX0153  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 QX0153
 QX0153  VERT ORDER  -  FIRST     CLASS II
 QX0153
 QX0153.The horizontal coordinates were scaled from a topographic map and have
 QX0153.an estimated accuracy of +/- 6 seconds.
 QX0153
 QX0153.The orthometric height was determined by differential leveling
 QX0153.and adjusted by the National Geodetic Survey in June 1991..
 QX0153
 QX0153.The geoid height was determined by GEOID03.
 QX0153
 QX0153.The dynamic height is computed by dividing the NAVD 88
 QX0153.geopotential number by the normal gravity value computed on the
 QX0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0153.degrees latitude (g = 980.6199 gals.).
 QX0153
 QX0153.The modeled gravity was interpolated from observed gravity values.
 QX0153
 QX0153;                    North         East    Units  Estimated Accuracy
 QX0153;SPC MT       -   158,910.      519,170.      MT  (+/- 180 meters Scaled)
 QX0153
 QX0153                          SUPERSEDED SURVEY CONTROL
 QX0153
 QX0153  NGVD 29 (??/??/92) 1362.626  (m)         4470.55   (f) ADJ UNCH    1 2
 QX0153
 QX0153.Superseded values are not recommended for survey control.
 QX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0153.See file dsdata.txt to determine how the superseded data were derived.
 QX0153
 QX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR360580(NAD 83)
 QX0153_MARKER: DB = BENCH MARK DISK
 QX0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0153_SP_SET: ABUTMENT
 QX0153_STAMPING: J 490 1957
 QX0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0153
 QX0153  HISTORY     - Date     Condition        Report By
 QX0153  HISTORY     - 1957     MONUMENTED       CGS
 QX0153  HISTORY     - 1958     GOOD             NGS
 QX0153  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 QX0153  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0153
 QX0153                          STATION DESCRIPTION
 QX0153
 QX0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0153'1.5 MI NE FROM LIVINGSTON.
 QX0153'ABOUT 1.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0153'STATION AT LIVINGSTON, IN SECTION 7, T 2 S, R 10 E, ABOUT 0.1 MILE
 QX0153'EAST OF MILEPOST 114, IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT OF
 QX0153'THE STEEL TRUSS BRIDGE OVER THE YELLOWSTONE RIVER, 8 1/2 FEET
 QX0153'NORTHWEST OF THE NORTHWEST RAIL, 59 1/2 FEET SOUTHWEST OF THE STEEL
 QX0153'TRUSS SECTION OF THE BRIDGE, 11 FEET SOUTHEAST OF THE NORTHWEST END OF
 QX0153'THE ABUTMENT, 2 1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF A BOARD
 QX0153'WALKWAY, AND ABOUT 10 INCHES BELOW THE LEVEL OF THE TRACK.
 QX0153
 QX0153                          STATION RECOVERY (1980)
 QX0153
 QX0153'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 QX0153'MARK NOT FOUND.
 QX0153
 QX0153                          STATION RECOVERY (1982)
 QX0153
 QX0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0153'THIS MARK MAY STILL BE IN PLACE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0247 ***********************************************************************
 QW0247  DESIGNATION -  J 491
 QW0247  PID         -  QW0247
 QW0247  STATE/COUNTY-  MT/STILLWATER
 QW0247  USGS QUAD   -  COLUMBUS EAST (1956)
 QW0247
 QW0247                         *CURRENT SURVEY CONTROL
 QW0247  ___________________________________________________________________
 QW0247* NAD 83(1986)-  45 38 06.     (N)    109 14 45.     (W)     SCALED    
 QW0247* NAVD 88     -      1090.980  (meters)    3579.32   (feet)  ADJUSTED  
 QW0247  ___________________________________________________________________
 QW0247  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 QW0247  DYNAMIC HT  -        1090.694 (meters)    3578.39  (feet)  COMP
 QW0247  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 QW0247
 QW0247  VERT ORDER  -  FIRST     CLASS II
 QW0247
 QW0247.The horizontal coordinates were scaled from a topographic map and have
 QW0247.an estimated accuracy of +/- 6 seconds.
 QW0247
 QW0247.The orthometric height was determined by differential leveling
 QW0247.and adjusted by the National Geodetic Survey in June 1991..
 QW0247
 QW0247.The geoid height was determined by GEOID03.
 QW0247
 QW0247.The dynamic height is computed by dividing the NAVD 88
 QW0247.geopotential number by the normal gravity value computed on the
 QW0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0247.degrees latitude (g = 980.6199 gals.).
 QW0247
 QW0247.The modeled gravity was interpolated from observed gravity values.
 QW0247
 QW0247;                    North         East    Units  Estimated Accuracy
 QW0247;SPC MT       -   153,960.      619,810.      MT  (+/- 180 meters Scaled)
 QW0247
 QW0247                          SUPERSEDED SURVEY CONTROL
 QW0247
 QW0247  NGVD 29 (??/??/92) 1090.121  (m)         3576.51   (f) ADJ UNCH    1 2
 QW0247
 QW0247.Superseded values are not recommended for survey control.
 QW0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0247.See file dsdata.txt to determine how the superseded data were derived.
 QW0247
 QW0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR367549(NAD 83)
 QW0247_MARKER: DB = BENCH MARK DISK
 QW0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QW0247_SP_SET: CULVERT
 QW0247_STAMPING: J 491 1957
 QW0247_MARK LOGO: CGS   
 QW0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0247
 QW0247  HISTORY     - Date     Condition        Report By
 QW0247  HISTORY     - 1957     MONUMENTED       CGS
 QW0247  HISTORY     - 1982     GOOD             NGS
 QW0247
 QW0247                          STATION DESCRIPTION
 QW0247
 QW0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0247'0.5 MI E FROM COLUMBUS.
 QW0247'ABOUT 0.5 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0247'STATION AT COLUMBUS, IN SECTION 27, T 2 S, R 20 E, 6 1/2 POLES EAST OF
 QW0247'MILEPOST 40, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD
 QW0247'WALL OF A 24-INCH CULVERT, 27 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 QW0247'TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 QW0247
 QW0247                          STATION RECOVERY (1982)
 QW0247
 QW0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0247'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 451091, LINE 101
 QW0247'IS ADEQUATE EXCEPT THAT THE RAILROAD IS NOW THE BURLINGTON NORTHERN
 QW0247'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0055 ***********************************************************************
 QW0055  DESIGNATION -  J 492
 QW0055  PID         -  QW0055
 QW0055  STATE/COUNTY-  MT/YELLOWSTONE
 QW0055  USGS QUAD   -  WORDEN (1967)
 QW0055
 QW0055                         *CURRENT SURVEY CONTROL
 QW0055  ___________________________________________________________________
 QW0055* NAD 83(1986)-  45 56 20.     (N)    108 12 39.     (W)     SCALED    
 QW0055* NAVD 88     -       908.944  (meters)    2982.09   (feet)  ADJUSTED  
 QW0055  ___________________________________________________________________
 QW0055  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 QW0055  DYNAMIC HT  -         908.780 (meters)    2981.56  (feet)  COMP
 QW0055  MODELED GRAV-     980,404.3   (mgal)                       NAVD 88
 QW0055
 QW0055  VERT ORDER  -  FIRST     CLASS II
 QW0055
 QW0055.The horizontal coordinates were scaled from a topographic map and have
 QW0055.an estimated accuracy of +/- 6 seconds.
 QW0055
 QW0055.The orthometric height was determined by differential leveling
 QW0055.and adjusted by the National Geodetic Survey in June 1991..
 QW0055
 QW0055.The geoid height was determined by GEOID03.
 QW0055
 QW0055.The dynamic height is computed by dividing the NAVD 88
 QW0055.geopotential number by the normal gravity value computed on the
 QW0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0055.degrees latitude (g = 980.6199 gals.).
 QW0055
 QW0055.The modeled gravity was interpolated from observed gravity values.
 QW0055
 QW0055;                    North         East    Units  Estimated Accuracy
 QW0055;SPC MT       -   188,510.      699,930.      MT  (+/- 180 meters Scaled)
 QW0055
 QW0055                          SUPERSEDED SURVEY CONTROL
 QW0055
 QW0055  NGVD 29 (??/??/92)  908.228  (m)         2979.74   (f) ADJ UNCH    1 2
 QW0055
 QW0055.Superseded values are not recommended for survey control.
 QW0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0055.See file dsdata.txt to determine how the superseded data were derived.
 QW0055
 QW0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR162910(NAD 83)
 QW0055_MARKER: DB = BENCH MARK DISK
 QW0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0055_SP_SET: ABUTMENT
 QW0055_STAMPING: J 492 1957
 QW0055_MARK LOGO: CGS   
 QW0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0055
 QW0055  HISTORY     - Date     Condition        Report By
 QW0055  HISTORY     - 1957     MONUMENTED       CGS
 QW0055  HISTORY     - 1960     GOOD             NGS
 QW0055  HISTORY     - 1981     GOOD             NGS
 QW0055
 QW0055                          STATION DESCRIPTION
 QW0055
 QW0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QW0055'2.85 MI SW FROM WORDEN.
 QW0055'ABOUT 2.85 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 QW0055'THE STATION AT WORDEN, ABOUT 5.75 MILES NORTHEAST OF THE STATION AT
 QW0055'HUNTLEY, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 QW0055'ABUTMENT OF BRIDGE NUMBER 207, 0.4 MILE SOUTHWEST OF MILE POLE 207, 6
 QW0055'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 149 FEET SOUTHEAST OF THE CENTER
 QW0055'LINE OF U.S. HIGHWAYS 10 AND 12, AND ABOUT 3 FEET BELOW THE TRACK.
 QW0055
 QW0055                          STATION RECOVERY (1981)
 QW0055
 QW0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QW0055'9.3 KM (5.75 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0055'FROM THE RAILROAD STATION IN HUNTLEY, 0.6 KM (0.35 MI) SOUTHWEST OF
 QW0055'MILE POST 207, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 QW0055'ABUTMENT OF RAILROAD BRIDGE NUMBER 207, 45.4 METERS (149.0 FT)
 QW0055'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 10 AND 312, AND 1.8
 QW0055'METERS (6.0 FT) SOUTHEAST OF THE NEAR RAIL.
 QW0055'THE MARK IS 0.9 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0042 ***********************************************************************
 QX0042  DESIGNATION -  J 494
 QX0042  PID         -  QX0042
 QX0042  STATE/COUNTY-  MT/SWEET GRASS
 QX0042  USGS QUAD   -  CARNEY (1980)
 QX0042
 QX0042                         *CURRENT SURVEY CONTROL
 QX0042  ___________________________________________________________________
 QX0042* NAD 83(1986)-  45 47 16.     (N)    110 03 46.     (W)     SCALED    
 QX0042* NAVD 88     -      1253.531  (meters)    4112.63   (feet)  POSTED    
 QX0042  ___________________________________________________________________
 QX0042  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 QX0042  DYNAMIC HT  -        1253.150 (meters)    4111.38  (feet)  COMP
 QX0042  MODELED GRAV-     980,270.5   (mgal)                       NAVD 88
 QX0042
 QX0042  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QX0042
 QX0042.The horizontal coordinates were scaled from a topographic map and have
 QX0042.an estimated accuracy of +/- 6 seconds.
 QX0042
 QX0042.The orthometric height was determined by differential leveling
 QX0042.and adjusted by the National Geodetic Survey in 1992..
 QX0042.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QX0042.rate of 1.1 thru 2.0 mm/km.
 QX0042
 QX0042.The geoid height was determined by GEOID03.
 QX0042
 QX0042.The dynamic height is computed by dividing the NAVD 88
 QX0042.geopotential number by the normal gravity value computed on the
 QX0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0042.degrees latitude (g = 980.6199 gals.).
 QX0042
 QX0042.The modeled gravity was interpolated from observed gravity values.
 QX0042
 QX0042;                    North         East    Units  Estimated Accuracy
 QX0042;SPC MT       -   171,060.      556,260.      MT  (+/- 180 meters Scaled)
 QX0042
 QX0042                          SUPERSEDED SURVEY CONTROL
 QX0042
 QX0042  NGVD 29 (??/??/92) 1252.483  (m)         4109.19   (f) ADJ UNCH    1 2
 QX0042
 QX0042.Superseded values are not recommended for survey control.
 QX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0042.See file dsdata.txt to determine how the superseded data were derived.
 QX0042
 QX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR728708(NAD 83)
 QX0042_MARKER: DB = BENCH MARK DISK
 QX0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0042_STAMPING: J 494 1957
 QX0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0042+STABILITY: SURFACE MOTION
 QX0042
 QX0042  HISTORY     - Date     Condition        Report By
 QX0042  HISTORY     - 1957     MONUMENTED       CGS
 QX0042  HISTORY     - 1958     GOOD             NGS
 QX0042  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0042
 QX0042                          STATION DESCRIPTION
 QX0042
 QX0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0042'6.1 MI SW FROM BIG TIMBER.
 QX0042'ABOUT 6.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0042'STATION AT BIG TIMBER, IN SECTION 36, T 1 N, R 13 E, 91 FEET SOUTH OF
 QX0042'AND ACROSS THE TRACK FROM MILEPOST 87, 70 1/2 FEET SOUTHEAST OF THE
 QX0042'SOUTHEAST RAIL, ABOUT 0.2 MILE SOUTHWEST OF A PRIVATE ROAD CROSSING,
 QX0042'ABOUT 0.1 MILE NORTHEAST OF A PUBLIC ROAD CROSSING, 4 FEET NORTHWEST
 QX0042'OF A FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5
 QX0042'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 QX0042'PROJECTING 8 INCHES.
 QX0042
 QX0042                          STATION RECOVERY (1982)
 QX0042
 QX0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0042'THE POST WAS FOUND DESTROYED BUT THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0004 ***********************************************************************
 QY0004  DESIGNATION -  J 495
 QY0004  PID         -  QY0004
 QY0004  STATE/COUNTY-  MT/SILVER BOW
 QY0004  USGS QUAD   -  HOMESTAKE (1996)
 QY0004
 QY0004                         *CURRENT SURVEY CONTROL
 QY0004  ___________________________________________________________________
 QY0004* NAD 83(1986)-  45 58 51.     (N)    112 28 19.     (W)     SCALED    
 QY0004* NAVD 88     -      1744.207  (meters)    5722.45   (feet)  ADJUSTED  
 QY0004  ___________________________________________________________________
 QY0004  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QY0004  DYNAMIC HT  -        1743.514 (meters)    5720.18  (feet)  COMP
 QY0004  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 QY0004
 QY0004  VERT ORDER  -  FIRST     CLASS II
 QY0004
 QY0004.The horizontal coordinates were scaled from a topographic map and have
 QY0004.an estimated accuracy of +/- 6 seconds.
 QY0004
 QY0004.The orthometric height was determined by differential leveling
 QY0004.and adjusted by the National Geodetic Survey in June 1991..
 QY0004
 QY0004.The geoid height was determined by GEOID03.
 QY0004
 QY0004.The dynamic height is computed by dividing the NAVD 88
 QY0004.geopotential number by the normal gravity value computed on the
 QY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0004.degrees latitude (g = 980.6199 gals.).
 QY0004
 QY0004.The modeled gravity was interpolated from observed gravity values.
 QY0004
 QY0004;                    North         East    Units  Estimated Accuracy
 QY0004;SPC MT       -   196,720.      369,860.      MT  (+/- 180 meters Scaled)
 QY0004
 QY0004                          SUPERSEDED SURVEY CONTROL
 QY0004
 QY0004  NGVD 29 (??/??/92) 1742.917  (m)         5718.22   (f) ADJ UNCH    1 2
 QY0004
 QY0004.Superseded values are not recommended for survey control.
 QY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0004.See file dsdata.txt to determine how the superseded data were derived.
 QY0004
 QY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR859929(NAD 83)
 QY0004_MARKER: DB = BENCH MARK DISK
 QY0004_SETTING: 66 = SET IN ROCK OUTCROP
 QY0004_SP_SET: ROCK OUTCROP
 QY0004_STAMPING: J 495 1957
 QY0004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0004+STABILITY: POSITION/ELEVATION WELL
 QY0004
 QY0004  HISTORY     - Date     Condition        Report By
 QY0004  HISTORY     - 1957     MONUMENTED       CGS
 QY0004  HISTORY     - 1958     GOOD             NGS
 QY0004
 QY0004                          STATION DESCRIPTION
 QY0004
 QY0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0004'4.3 MI SE FROM BUTTE.
 QY0004'4.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0004'STATION AT BUTTE, IN SECTION 28, T 3 N, R 7 W, 11 1/2 RAILS SOUTHEAST
 QY0004'OF MILEPOST 67, IN THE TOP OF THE NORTH END OF A PYRAMIDAL ROCK
 QY0004'OUTCROP, 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 9 RAILS NORTHWEST OF
 QY0004'THE CENTER LINE OF A ROAD CROSSING, AT A SMALL ROCKY CUT, AND ABOUT 6
 QY0004'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0033 ***********************************************************************
 QY0033  DESIGNATION -  J 496
 QY0033  PID         -  QY0033
 QY0033  STATE/COUNTY-  MT/JEFFERSON
 QY0033  USGS QUAD   -  DELMOE LAKE (1978)
 QY0033
 QY0033                         *CURRENT SURVEY CONTROL
 QY0033  ___________________________________________________________________
 QY0033* NAD 83(1986)-  45 56 44.     (N)    112 18 16.     (W)     SCALED    
 QY0033* NAVD 88     -      1648.243  (meters)    5407.61   (feet)  ADJUSTED  
 QY0033  ___________________________________________________________________
 QY0033  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QY0033  DYNAMIC HT  -        1647.616 (meters)    5405.55  (feet)  COMP
 QY0033  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 QY0033
 QY0033  VERT ORDER  -  FIRST     CLASS II
 QY0033
 QY0033.The horizontal coordinates were scaled from a topographic map and have
 QY0033.an estimated accuracy of +/- 6 seconds.
 QY0033
 QY0033.The orthometric height was determined by differential leveling
 QY0033.and adjusted by the National Geodetic Survey in June 1991..
 QY0033
 QY0033.The geoid height was determined by GEOID03.
 QY0033
 QY0033.The dynamic height is computed by dividing the NAVD 88
 QY0033.geopotential number by the normal gravity value computed on the
 QY0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0033.degrees latitude (g = 980.6199 gals.).
 QY0033
 QY0033.The modeled gravity was interpolated from observed gravity values.
 QY0033
 QY0033;                    North         East    Units  Estimated Accuracy
 QY0033;SPC MT       -   192,320.      382,690.      MT  (+/- 180 meters Scaled)
 QY0033
 QY0033                          SUPERSEDED SURVEY CONTROL
 QY0033
 QY0033  NGVD 29 (??/??/92) 1647.014  (m)         5403.58   (f) ADJ UNCH    1 2
 QY0033
 QY0033.Superseded values are not recommended for survey control.
 QY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0033.See file dsdata.txt to determine how the superseded data were derived.
 QY0033
 QY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR988888(NAD 83)
 QY0033_MARKER: DB = BENCH MARK DISK
 QY0033_SETTING: 66 = SET IN ROCK OUTCROP
 QY0033_SP_SET: ROCK LEDGE
 QY0033_STAMPING: J 496 1957
 QY0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0033+STABILITY: POSITION/ELEVATION WELL
 QY0033
 QY0033  HISTORY     - Date     Condition        Report By
 QY0033  HISTORY     - 1957     MONUMENTED       CGS
 QY0033  HISTORY     - 1958     GOOD             NGS
 QY0033
 QY0033                          STATION DESCRIPTION
 QY0033
 QY0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0033'13.55 MI NW FROM WHITEHALL.
 QY0033'13.55 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0033'STATION AT WHITEHALL, IN SECTION 12, T 2 N, R 6 W, 9 1/2 RAILS
 QY0033'NORTHWEST OF MILEPOST 52, IN THE TOP OF THE NORTH END OF A LONG ROCK
 QY0033'LEDGE WHICH PROJECTS 2 1/2 FEET ON THE WEST SIDE, 5 RAILS NORTHWEST OF
 QY0033'THE NORTHWEST END OF A SHORT ROCKY CUT, 18 FEET NORTHEAST OF THE
 QY0033'NORTHEAST RAIL, AND ABOUT 2 1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0179 ***********************************************************************
 QX0179  DESIGNATION -  J 497
 QX0179  PID         -  QX0179
 QX0179  STATE/COUNTY-  MT/GALLATIN
 QX0179  USGS QUAD   -  LOGAN (1987)
 QX0179
 QX0179                         *CURRENT SURVEY CONTROL
 QX0179  ___________________________________________________________________
 QX0179* NAD 83(1986)-  45 53 50.     (N)    111 29 58.     (W)     SCALED    
 QX0179* NAVD 88     -      1242.543  (meters)    4076.58   (feet)  ADJUSTED  
 QX0179  ___________________________________________________________________
 QX0179  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 QX0179  DYNAMIC HT  -        1242.198 (meters)    4075.44  (feet)  COMP
 QX0179  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 QX0179
 QX0179  VERT ORDER  -  FIRST     CLASS II
 QX0179
 QX0179.The horizontal coordinates were scaled from a topographic map and have
 QX0179.an estimated accuracy of +/- 6 seconds.
 QX0179
 QX0179.The orthometric height was determined by differential leveling
 QX0179.and adjusted by the National Geodetic Survey in June 1991..
 QX0179
 QX0179.The geoid height was determined by GEOID03.
 QX0179
 QX0179.The dynamic height is computed by dividing the NAVD 88
 QX0179.geopotential number by the normal gravity value computed on the
 QX0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0179.degrees latitude (g = 980.6199 gals.).
 QX0179
 QX0179.The modeled gravity was interpolated from observed gravity values.
 QX0179
 QX0179;                    North         East    Units  Estimated Accuracy
 QX0179;SPC MT       -   185,040.      444,910.      MT  (+/- 180 meters Scaled)
 QX0179
 QX0179                          SUPERSEDED SURVEY CONTROL
 QX0179
 QX0179  NGVD 29 (??/??/92) 1241.507  (m)         4073.18   (f) ADJ UNCH    1 2
 QX0179
 QX0179.Superseded values are not recommended for survey control.
 QX0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0179.See file dsdata.txt to determine how the superseded data were derived.
 QX0179
 QX0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR612827(NAD 83)
 QX0179_MARKER: DB = BENCH MARK DISK
 QX0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0179_SP_SET: RETAINING WALL
 QX0179_STAMPING: J 497 1957
 QX0179_MARK LOGO: CGS   
 QX0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0179
 QX0179  HISTORY     - Date     Condition        Report By
 QX0179  HISTORY     - 1957     MONUMENTED       CGS
 QX0179  HISTORY     - 1958     GOOD             NGS
 QX0179  HISTORY     - 1982     GOOD             NGS
 QX0179
 QX0179                          STATION DESCRIPTION
 QX0179
 QX0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0179'3.65 MI NW FROM LOGAN.
 QX0179'ABOUT 3.65 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0179'STATION AT LOGAN, IN SECTION 29, T 2 N, R 2 E, 7 1/2 POLES EAST OF
 QX0179'MILEPOST 4, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE RETAINING
 QX0179'WALL OF BRIDGE NUMBER 3.1, 4 1/2 FEET WEST OF THE WEST RAIL, AND ABOUT
 QX0179'6 INCHES BELOW THE LEVEL OF THE TRACK.
 QX0179
 QX0179                          STATION RECOVERY (1982)
 QX0179
 QX0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0179'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0179'2.1 KM (1.3 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QX0179'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE NORTHEAST EDGE OF THREE
 QX0179'FORKS, 0.3 KM (0.2 MI) EAST OF MILEPOST 4, IN TOP OF THE SOUTH END OF
 QX0179'THE EAST CONCRETE ABUTMENT OF A CONCRETE RAILROAD BRIDGE AND 1.3
 QX0179'METERS (4.3 FT) SOUTH OF THE NEAR RAIL.
 QX0179'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0394 ***********************************************************************
 QX0394  DESIGNATION -  J 498
 QX0394  PID         -  QX0394
 QX0394  STATE/COUNTY-  MT/GALLATIN
 QX0394  USGS QUAD   -  SAPPINGTON (1987)
 QX0394
 QX0394                         *CURRENT SURVEY CONTROL
 QX0394  ___________________________________________________________________
 QX0394* NAD 83(1986)-  45 47 49.     (N)    111 46 45.     (W)     SCALED    
 QX0394* NAVD 88     -      1281.407  (meters)    4204.08   (feet)  ADJUSTED  
 QX0394  ___________________________________________________________________
 QX0394  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 QX0394  DYNAMIC HT  -        1281.034 (meters)    4202.86  (feet)  COMP
 QX0394  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 QX0394
 QX0394  VERT ORDER  -  FIRST     CLASS II
 QX0394
 QX0394.The horizontal coordinates were scaled from a topographic map and have
 QX0394.an estimated accuracy of +/- 6 seconds.
 QX0394
 QX0394.The orthometric height was determined by differential leveling
 QX0394.and adjusted by the National Geodetic Survey in June 1991..
 QX0394
 QX0394.The geoid height was determined by GEOID03.
 QX0394
 QX0394.The dynamic height is computed by dividing the NAVD 88
 QX0394.geopotential number by the normal gravity value computed on the
 QX0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0394.degrees latitude (g = 980.6199 gals.).
 QX0394
 QX0394.The modeled gravity was interpolated from observed gravity values.
 QX0394
 QX0394;                    North         East    Units  Estimated Accuracy
 QX0394;SPC MT       -   174,500.      422,900.      MT  (+/- 180 meters Scaled)
 QX0394
 QX0394                          SUPERSEDED SURVEY CONTROL
 QX0394
 QX0394  NGVD 29 (??/??/92) 1280.351  (m)         4200.62   (f) ADJ UNCH    1 2
 QX0394
 QX0394.Superseded values are not recommended for survey control.
 QX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0394.See file dsdata.txt to determine how the superseded data were derived.
 QX0394
 QX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR394717(NAD 83)
 QX0394_MARKER: DB = BENCH MARK DISK
 QX0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0394_SP_SET: RETAINING WALL
 QX0394_STAMPING: J 498 1957
 QX0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0394
 QX0394  HISTORY     - Date     Condition        Report By
 QX0394  HISTORY     - 1957     MONUMENTED       CGS
 QX0394  HISTORY     - 1958     GOOD             NGS
 QX0394
 QX0394                          STATION DESCRIPTION
 QX0394
 QX0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0394'0.65 MI W FROM SAPPINGTON.
 QX0394'ABOUT 0.65 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0394'STATION AT SAPPINGTON, IN SECTION 31, T 1 N, R 1 W, 54 FEET SOUTHEAST
 QX0394'OF MILEPOST 20, IN THE TOP OF THE WEST RETAINING WALL OF BRIDGE NUMBER
 QX0394'19 OVER JEFFERSON RIVER, 3 FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH
 QX0394'OF THE SOUTH END OF THE WALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 QX0394'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0412 ***********************************************************************
 TN0412  DESIGNATION -  J 499
 TN0412  PID         -  TN0412
 TN0412  STATE/COUNTY-  MT/FLATHEAD
 TN0412  USGS QUAD   -  HUNGRY HORSE (1994)
 TN0412
 TN0412                         *CURRENT SURVEY CONTROL
 TN0412  ___________________________________________________________________
 TN0412* NAD 83(1986)-  48 23 45.     (N)    114 02 24.     (W)     SCALED    
 TN0412* NAVD 88     -       952.658  (meters)    3125.51   (feet)  ADJUSTED  
 TN0412  ___________________________________________________________________
 TN0412  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 TN0412  DYNAMIC HT  -         952.649 (meters)    3125.48  (feet)  COMP
 TN0412  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 TN0412
 TN0412  VERT ORDER  -  FIRST     CLASS II
 TN0412
 TN0412.The horizontal coordinates were scaled from a topographic map and have
 TN0412.an estimated accuracy of +/- 6 seconds.
 TN0412
 TN0412.The orthometric height was determined by differential leveling
 TN0412.and adjusted by the National Geodetic Survey in June 1991..
 TN0412
 TN0412.The geoid height was determined by GEOID03.
 TN0412
 TN0412.The dynamic height is computed by dividing the NAVD 88
 TN0412.geopotential number by the normal gravity value computed on the
 TN0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0412.degrees latitude (g = 980.6199 gals.).
 TN0412
 TN0412.The modeled gravity was interpolated from observed gravity values.
 TN0412
 TN0412;                    North         East    Units  Estimated Accuracy
 TN0412;SPC MT       -   470,430.      264,100.      MT  (+/- 180 meters Scaled)
 TN0412
 TN0412                          SUPERSEDED SURVEY CONTROL
 TN0412
 TN0412.No superseded survey control is available for this station.
 TN0412
 TN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP190645(NAD 83)
 TN0412_MARKER: DB = BENCH MARK DISK
 TN0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0412_SP_SET: STAINLESS STEEL ROD
 TN0412_STAMPING: J 499 1979
 TN0412_PROJECTION: PROJECTING 8 CENTIMETERS
 TN0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0412_ROD/PIPE-DEPTH: 6.10 meters
 TN0412
 TN0412  HISTORY     - Date     Condition        Report By
 TN0412  HISTORY     - 1979     MONUMENTED       NGS
 TN0412
 TN0412                          STATION DESCRIPTION
 TN0412
 TN0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0412'6.1 MI NE FROM COLUMBIA FALLS.
 TN0412'6.1 MILES NORTHEAST ALONG U. S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TN0412'HIGHWAY 40 AT COLUMBIA FALLS, AT A CHAIN LINK FENCE ALONG THE
 TN0412'NORTHERN BOUNDARY OF THE SILVER TIP RANCH, 86 FEET EAST OF THE
 TN0412'CENTERLINE OF HIGHWAY 2, 45 FEET EAST OF THE NORTHWEST FENCE CORNER,
 TN0412'25.5 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD TO A SMALL TRAILER
 TN0412'PARK, 5 FEET EAST OF POWERLINE POLE NO. 041742 AND 1 FOOT NORTH OF
 TN0412'THE FENCE LINE. MARK IS SET LEVEL WITH THE GROUND.
 TN0412'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TN0412'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0622 ***********************************************************************
 SS0622  DESIGNATION -  J 5 W
 SS0622  PID         -  SS0622
 SS0622  STATE/COUNTY-  MT/CHOUTEAU
 SS0622  USGS QUAD   -  ANTELOPE LAKE (1987)
 SS0622
 SS0622                         *CURRENT SURVEY CONTROL
 SS0622  ___________________________________________________________________
 SS0622* NAD 83(1986)-  47 47 08.     (N)    111 04 11.     (W)     SCALED    
 SS0622* NAVD 88     -       981.470  (meters)    3220.04   (feet)  ADJUSTED  
 SS0622  ___________________________________________________________________
 SS0622  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 SS0622  DYNAMIC HT  -         981.460 (meters)    3220.01  (feet)  COMP
 SS0622  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 SS0622
 SS0622  VERT ORDER  -  SECOND    CLASS 0
 SS0622
 SS0622.The horizontal coordinates were scaled from a topographic map and have
 SS0622.an estimated accuracy of +/- 6 seconds.
 SS0622
 SS0622.The orthometric height was determined by differential leveling
 SS0622.and adjusted by the National Geodetic Survey in June 1991..
 SS0622
 SS0622.The geoid height was determined by GEOID03.
 SS0622
 SS0622.The dynamic height is computed by dividing the NAVD 88
 SS0622.geopotential number by the normal gravity value computed on the
 SS0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0622.degrees latitude (g = 980.6199 gals.).
 SS0622
 SS0622.The modeled gravity was interpolated from observed gravity values.
 SS0622
 SS0622;                    North         East    Units  Estimated Accuracy
 SS0622;SPC MT       -   394,040.      482,440.      MT  (+/- 180 meters Scaled)
 SS0622
 SS0622                          SUPERSEDED SURVEY CONTROL
 SS0622
 SS0622  NGVD 29 (??/??/92)  980.579  (m)         3217.12   (f) ADJ UNCH    2 0
 SS0622
 SS0622.Superseded values are not recommended for survey control.
 SS0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0622.See file dsdata.txt to determine how the superseded data were derived.
 SS0622
 SS0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT947924(NAD 83)
 SS0622_MARKER: DS = TRIANGULATION STATION DISK
 SS0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0622_STAMPING: J 5 W 1961
 SS0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0622+STABILITY: SURFACE MOTION
 SS0622
 SS0622  HISTORY     - Date     Condition        Report By
 SS0622  HISTORY     - 1961     MONUMENTED       CGS
 SS0622
 SS0622                          STATION DESCRIPTION
 SS0622
 SS0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0622'5.65 MI W FROM CARTER.
 SS0622'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0622'CARTER, THENCE 5.15 MILES WEST ALONG A COUNTY ROAD, AT THE CREST OF A
 SS0622'SMALL HILL, AT AN ENTRANCE ROAD TO A FIELD, 44 FEET NORTH OF THE
 SS0622'CENTER LINE OF THE ROAD, 4 FEET WEST OF A TELEPHONE POLE, 44.0 FEET
 SS0622'WEST OF J 5 W R.M. 1, 22 FEET NORTH-NORTHEAST OF J 5 W R.M. 2, 3 FEET
 SS0622'EAST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE ROAD, AND SET IN
 SS0622'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0624 ***********************************************************************
 SS0624  DESIGNATION -  J 5 W AZ MK
 SS0624  PID         -  SS0624
 SS0624  STATE/COUNTY-  MT/CHOUTEAU
 SS0624  USGS QUAD   -  ANTELOPE LAKE (1987)
 SS0624
 SS0624                         *CURRENT SURVEY CONTROL
 SS0624  ___________________________________________________________________
 SS0624* NAD 83(1986)-  47 47 07.     (N)    111 04 38.     (W)     SCALED    
 SS0624* NAVD 88     -       978.847  (meters)    3211.43   (feet)  ADJUSTED  
 SS0624  ___________________________________________________________________
 SS0624  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 SS0624  DYNAMIC HT  -         978.836 (meters)    3211.40  (feet)  COMP
 SS0624  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 SS0624
 SS0624  VERT ORDER  -  SECOND    CLASS 0
 SS0624
 SS0624.The horizontal coordinates were scaled from a topographic map and have
 SS0624.an estimated accuracy of +/- 6 seconds.
 SS0624
 SS0624.The orthometric height was determined by differential leveling
 SS0624.and adjusted by the National Geodetic Survey in June 1991..
 SS0624
 SS0624.The geoid height was determined by GEOID03.
 SS0624
 SS0624.The dynamic height is computed by dividing the NAVD 88
 SS0624.geopotential number by the normal gravity value computed on the
 SS0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0624.degrees latitude (g = 980.6199 gals.).
 SS0624
 SS0624.The modeled gravity was interpolated from observed gravity values.
 SS0624
 SS0624;                    North         East    Units  Estimated Accuracy
 SS0624;SPC MT       -   394,020.      481,880.      MT  (+/- 180 meters Scaled)
 SS0624
 SS0624                          SUPERSEDED SURVEY CONTROL
 SS0624
 SS0624  NGVD 29 (??/??/92)  977.956  (m)         3208.51   (f) ADJ UNCH    2 0
 SS0624
 SS0624.Superseded values are not recommended for survey control.
 SS0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0624.See file dsdata.txt to determine how the superseded data were derived.
 SS0624
 SS0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT942924(NAD 83)
 SS0624_MARKER: DZ = AZIMUTH MARK DISK
 SS0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0624_STAMPING: J 5 W 1961
 SS0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0624+STABILITY: SURFACE MOTION
 SS0624
 SS0624  HISTORY     - Date     Condition        Report By
 SS0624  HISTORY     - 1961     MONUMENTED       CGS
 SS0624
 SS0624                          STATION DESCRIPTION
 SS0624
 SS0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0624'6.0 MI W FROM CARTER.
 SS0624'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0624'CARTER, THENCE 5.5 MILES WEST ALONG A COUNTY ROAD, AT THE EAST
 SS0624'ENTRANCE TO A GROUP OF FARM BUILDINGS, 36 FEET SOUTH OF THE CENTER
 SS0624'LINE OF THE ROAD, 50 FEET EAST OF THE CENTER LINE OF THE ENTRANCE
 SS0624'ROAD, 2 FEET NORTH OF A POWER LINE POLE WITH A GUY WIRE, 1.5 FEET
 SS0624'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SS0624'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0621 ***********************************************************************
 SS0621  DESIGNATION -  J 5 W RM 1
 SS0621  PID         -  SS0621
 SS0621  STATE/COUNTY-  MT/CHOUTEAU
 SS0621  USGS QUAD   -  ANTELOPE LAKE (1987)
 SS0621
 SS0621                         *CURRENT SURVEY CONTROL
 SS0621  ___________________________________________________________________
 SS0621* NAD 83(1986)-  47 47 08.     (N)    111 04 11.     (W)     SCALED    
 SS0621* NAVD 88     -       981.540  (meters)    3220.27   (feet)  ADJUSTED  
 SS0621  ___________________________________________________________________
 SS0621  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 SS0621  DYNAMIC HT  -         981.530 (meters)    3220.24  (feet)  COMP
 SS0621  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 SS0621
 SS0621  VERT ORDER  -  SECOND    CLASS 0
 SS0621
 SS0621.The horizontal coordinates were scaled from a topographic map and have
 SS0621.an estimated accuracy of +/- 6 seconds.
 SS0621
 SS0621.The orthometric height was determined by differential leveling
 SS0621.and adjusted by the National Geodetic Survey in June 1991..
 SS0621
 SS0621.The geoid height was determined by GEOID03.
 SS0621
 SS0621.The dynamic height is computed by dividing the NAVD 88
 SS0621.geopotential number by the normal gravity value computed on the
 SS0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0621.degrees latitude (g = 980.6199 gals.).
 SS0621
 SS0621.The modeled gravity was interpolated from observed gravity values.
 SS0621
 SS0621;                    North         East    Units  Estimated Accuracy
 SS0621;SPC MT       -   394,040.      482,440.      MT  (+/- 180 meters Scaled)
 SS0621
 SS0621                          SUPERSEDED SURVEY CONTROL
 SS0621
 SS0621  NGVD 29 (??/??/92)  980.650  (m)         3217.35   (f) ADJ UNCH    2 0
 SS0621
 SS0621.Superseded values are not recommended for survey control.
 SS0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0621.See file dsdata.txt to determine how the superseded data were derived.
 SS0621
 SS0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT947924(NAD 83)
 SS0621_MARKER: DR = REFERENCE MARK DISK
 SS0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0621_STAMPING: J 5 W NO. 1 1961
 SS0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0621+STABILITY: SURFACE MOTION
 SS0621
 SS0621  HISTORY     - Date     Condition        Report By
 SS0621  HISTORY     - 1961     MONUMENTED       CGS
 SS0621
 SS0621                          STATION DESCRIPTION
 SS0621
 SS0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0621'5.65 MI W FROM CARTER.
 SS0621'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0621'CARTER, THENCE 5.15 MILES WEST ALONG A COUNTY ROAD, AT THE CREST OF A
 SS0621'SMALL HILL, AT AN ENTRANCE ROAD NORTH TO A FIELD, 38 FEET NORTH OF THE
 SS0621'CENTER LINE OF THE ROAD, 58.6 FEET EAST-NORTHEAST OF J 5 W R.M. 2,
 SS0621'44.0 FEET EAST OF J 5 W, 2.0 FEET WEST OF A WITNESS POST, ABOUT 5 FEET
 SS0621'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0621'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0623 ***********************************************************************
 SS0623  DESIGNATION -  J 5 W RM 2
 SS0623  PID         -  SS0623
 SS0623  STATE/COUNTY-  MT/CHOUTEAU
 SS0623  USGS QUAD   -  ANTELOPE LAKE (1987)
 SS0623
 SS0623                         *CURRENT SURVEY CONTROL
 SS0623  ___________________________________________________________________
 SS0623* NAD 83(1986)-  47 47 08.     (N)    111 04 11.     (W)     SCALED    
 SS0623* NAVD 88     -       981.286  (meters)    3219.44   (feet)  ADJUSTED  
 SS0623  ___________________________________________________________________
 SS0623  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 SS0623  DYNAMIC HT  -         981.276 (meters)    3219.40  (feet)  COMP
 SS0623  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 SS0623
 SS0623  VERT ORDER  -  SECOND    CLASS 0
 SS0623
 SS0623.The horizontal coordinates were scaled from a topographic map and have
 SS0623.an estimated accuracy of +/- 6 seconds.
 SS0623
 SS0623.The orthometric height was determined by differential leveling
 SS0623.and adjusted by the National Geodetic Survey in June 1991..
 SS0623
 SS0623.The geoid height was determined by GEOID03.
 SS0623
 SS0623.The dynamic height is computed by dividing the NAVD 88
 SS0623.geopotential number by the normal gravity value computed on the
 SS0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0623.degrees latitude (g = 980.6199 gals.).
 SS0623
 SS0623.The modeled gravity was interpolated from observed gravity values.
 SS0623
 SS0623;                    North         East    Units  Estimated Accuracy
 SS0623;SPC MT       -   394,040.      482,440.      MT  (+/- 180 meters Scaled)
 SS0623
 SS0623                          SUPERSEDED SURVEY CONTROL
 SS0623
 SS0623  NGVD 29 (??/??/92)  980.396  (m)         3216.52   (f) ADJ UNCH    2 0
 SS0623
 SS0623.Superseded values are not recommended for survey control.
 SS0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0623.See file dsdata.txt to determine how the superseded data were derived.
 SS0623
 SS0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT947924(NAD 83)
 SS0623_MARKER: DR = REFERENCE MARK DISK
 SS0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0623_STAMPING: J 5 W NO. 2 1961
 SS0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0623+STABILITY: SURFACE MOTION
 SS0623
 SS0623  HISTORY     - Date     Condition        Report By
 SS0623  HISTORY     - 1961     MONUMENTED       CGS
 SS0623  HISTORY     - 1983     MARK NOT FOUND   USGS
 SS0623
 SS0623                          STATION DESCRIPTION
 SS0623
 SS0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0623'5.65 MI W FROM CARTER.
 SS0623'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0623'CARTER, THENCE 5.15 MILES WEST ALONG A COUNTY ROAD, AT THE CREST OF A
 SS0623'SMALL HILL AT AN ENTRANCE ROAD NORTH TO A FIELD, 22 FEET
 SS0623'SOUTH-SOUTHWEST OF J 5 W, 58.6 FEET WEST-SOUTHWEST OF J 5 W R.M. 1, 25
 SS0623'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A WITNESS
 SS0623'POST, ABOUT 5 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SS0623'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SS0623
 SS0623                          STATION RECOVERY (1983)
 SS0623
 SS0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SS0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0750 ***********************************************************************
 TM0750  DESIGNATION -  J 500
 TM0750  PID         -  TM0750
 TM0750  STATE/COUNTY-  MT/FLATHEAD
 TM0750  USGS QUAD   -  STANTON LAKE (1994)
 TM0750
 TM0750                         *CURRENT SURVEY CONTROL
 TM0750  ___________________________________________________________________
 TM0750* NAD 83(1986)-  48 23 49.     (N)    113 42 39.     (W)     SCALED    
 TM0750* NAVD 88     -      1092.637  (meters)    3584.76   (feet)  ADJUSTED  
 TM0750  ___________________________________________________________________
 TM0750  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 TM0750  DYNAMIC HT  -        1092.598 (meters)    3584.63  (feet)  COMP
 TM0750  MODELED GRAV-     980,538.2   (mgal)                       NAVD 88
 TM0750
 TM0750  VERT ORDER  -  FIRST     CLASS II
 TM0750
 TM0750.The horizontal coordinates were scaled from a topographic map and have
 TM0750.an estimated accuracy of +/- 6 seconds.
 TM0750
 TM0750.The orthometric height was determined by differential leveling
 TM0750.and adjusted by the National Geodetic Survey in June 1991..
 TM0750
 TM0750.The geoid height was determined by GEOID03.
 TM0750
 TM0750.The dynamic height is computed by dividing the NAVD 88
 TM0750.geopotential number by the normal gravity value computed on the
 TM0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0750.degrees latitude (g = 980.6199 gals.).
 TM0750
 TM0750.The modeled gravity was interpolated from observed gravity values.
 TM0750
 TM0750;                    North         East    Units  Estimated Accuracy
 TM0750;SPC MT       -   469,190.      288,430.      MT  (+/- 180 meters Scaled)
 TM0750
 TM0750                          SUPERSEDED SURVEY CONTROL
 TM0750
 TM0750.No superseded survey control is available for this station.
 TM0750
 TM0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UTU993639(NAD 83)
 TM0750_MARKER: DB = BENCH MARK DISK
 TM0750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0750_SP_SET: STAINLESS STEEL ROD
 TM0750_STAMPING: J 500 1979
 TM0750_PROJECTION: FLUSH
 TM0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0750_ROD/PIPE-DEPTH: 9.14 meters
 TM0750
 TM0750  HISTORY     - Date     Condition        Report By
 TM0750  HISTORY     - 1979     MONUMENTED       NGS
 TM0750
 TM0750                          STATION DESCRIPTION
 TM0750
 TM0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0750'16.5 MI SE FROM WEST GLACIER.
 TM0750'16.55 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0750'GLACIER NATIONAL PARK AT WEST GLACIER, 0.2 MILE SOUTHEAST OF MILE
 TM0750'POST 170 AND STANTON CREEK, IN LINE WITH A ROW OF POWERLINE POLES,
 TM0750'60.5 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 2, 43 FEET NORTHEAST
 TM0750'OF THE NORTHEAST EDGE OF THE PINE FOREST AND 2.5 FEET NORTHWEST OF
 TM0750'A POWERLINE POLE.
 TM0750'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 TM0750'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0477 ***********************************************************************
 TN0477  DESIGNATION -  J 501
 TN0477  PID         -  TN0477
 TN0477  STATE/COUNTY-  MT/FLATHEAD
 TN0477  USGS QUAD   -  BEAVER LAKE (1994)
 TN0477
 TN0477                         *CURRENT SURVEY CONTROL
 TN0477  ___________________________________________________________________
 TN0477* NAD 83(1986)-  48 24 14.     (N)    114 24 12.     (W)     SCALED    
 TN0477* NAVD 88     -       969.933  (meters)    3182.19   (feet)  ADJUSTED  
 TN0477  ___________________________________________________________________
 TN0477  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TN0477  DYNAMIC HT  -         969.942 (meters)    3182.22  (feet)  COMP
 TN0477  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 TN0477
 TN0477  VERT ORDER  -  FIRST     CLASS II
 TN0477
 TN0477.The horizontal coordinates were scaled from a topographic map and have
 TN0477.an estimated accuracy of +/- 6 seconds.
 TN0477
 TN0477.The orthometric height was determined by differential leveling
 TN0477.and adjusted by the National Geodetic Survey in June 1991..
 TN0477
 TN0477.The geoid height was determined by GEOID03.
 TN0477
 TN0477.The dynamic height is computed by dividing the NAVD 88
 TN0477.geopotential number by the normal gravity value computed on the
 TN0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0477.degrees latitude (g = 980.6199 gals.).
 TN0477
 TN0477.The modeled gravity was interpolated from observed gravity values.
 TN0477
 TN0477;                    North         East    Units  Estimated Accuracy
 TN0477;SPC MT       -   472,950.      237,300.      MT  (+/- 180 meters Scaled)
 TN0477
 TN0477                          SUPERSEDED SURVEY CONTROL
 TN0477
 TN0477.No superseded survey control is available for this station.
 TN0477
 TN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP921644(NAD 83)
 TN0477_MARKER: DB = BENCH MARK DISK
 TN0477_SETTING: 66 = SET IN ROCK OUTCROP
 TN0477_SP_SET: ROCK OUTCROP
 TN0477_STAMPING: J 501 1979
 TN0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0477+STABILITY: POSITION/ELEVATION WELL
 TN0477
 TN0477  HISTORY     - Date     Condition        Report By
 TN0477  HISTORY     - 1979     MONUMENTED       NGS
 TN0477
 TN0477                          STATION DESCRIPTION
 TN0477
 TN0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0477'3.35 MI NW FROM WHITEFISH.
 TN0477'3.35 MILES NORTWESTERLY ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 TN0477'SPOKANE AVENUE IN WHITEFISH, SET IN A MASSIVE ROCK OUTCROP, 113
 TN0477'FEET WEST OF THE EAST END OF A ROAD CUT, 25 FEET NORTH OF THE
 TN0477'CENTERLINE OF HIGHWAY 93 , 41 FEET EAST OF AND 4 FEET BELOW THE BASE
 TN0477'OF POWER LINE POLE NO. 336200.
 TN0477'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TN0477'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0506 ***********************************************************************
 TN0506  DESIGNATION -  J 502
 TN0506  PID         -  TN0506
 TN0506  STATE/COUNTY-  MT/FLATHEAD
 TN0506  USGS QUAD   -  BULL LAKE (1983)
 TN0506
 TN0506                         *CURRENT SURVEY CONTROL
 TN0506  ___________________________________________________________________
 TN0506* NAD 83(1986)-  48 38 48.     (N)    114 43 54.     (W)     SCALED    
 TN0506* NAVD 88     -       993.720  (meters)    3260.23   (feet)  ADJUSTED  
 TN0506  ___________________________________________________________________
 TN0506  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 TN0506  DYNAMIC HT  -         993.735 (meters)    3260.28  (feet)  COMP
 TN0506  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 TN0506
 TN0506  VERT ORDER  -  FIRST     CLASS II
 TN0506
 TN0506.The horizontal coordinates were scaled from a topographic map and have
 TN0506.an estimated accuracy of +/- 6 seconds.
 TN0506
 TN0506.The orthometric height was determined by differential leveling
 TN0506.and adjusted by the National Geodetic Survey in June 1991..
 TN0506
 TN0506.The geoid height was determined by GEOID03.
 TN0506
 TN0506.The dynamic height is computed by dividing the NAVD 88
 TN0506.geopotential number by the normal gravity value computed on the
 TN0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0506.degrees latitude (g = 980.6199 gals.).
 TN0506
 TN0506.The modeled gravity was interpolated from observed gravity values.
 TN0506
 TN0506;                    North         East    Units  Estimated Accuracy
 TN0506;SPC MT       -   501,450.      214,850.      MT  (+/- 180 meters Scaled)
 TN0506
 TN0506                          SUPERSEDED SURVEY CONTROL
 TN0506
 TN0506.No superseded survey control is available for this station.
 TN0506
 TN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP670906(NAD 83)
 TN0506_MARKER: DB = BENCH MARK DISK
 TN0506_SETTING: 66 = SET IN ROCK OUTCROP
 TN0506_SP_SET: ROCK OUTCROP
 TN0506_STAMPING: J 502 1979
 TN0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0506+STABILITY: POSITION/ELEVATION WELL
 TN0506
 TN0506  HISTORY     - Date     Condition        Report By
 TN0506  HISTORY     - 1979     MONUMENTED       NGS
 TN0506
 TN0506                          STATION DESCRIPTION
 TN0506
 TN0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0506'23.2 MI SE FROM EUREKA.
 TN0506'23.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0506'EUREKA, SET IN THE TOP OF AND 1 FOOT NORTHEAST OF THE SOUTHWEST EDGE
 TN0506'OF A ROCK LEDGE AT THE WEST-NORTHWEST END OF A MASSIVE ROCK OUTCROP,
 TN0506'124 FEET WEST-NORTHWEST OF POWER LINE POLE 052041, 61.5 FEET NORTHEAST
 TN0506'OF THE CENTERLINE OF HIGHWAY 93 AND 1 FOOT BELOW THE BASE OF THE
 TN0506'WITNESS POST.
 TN0506'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 TN0506'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0544 ***********************************************************************
 TN0544  DESIGNATION -  J 503
 TN0544  PID         -  TN0544
 TN0544  STATE/COUNTY-  MT/LINCOLN
 TN0544  USGS QUAD   -  EUREKA NORTH (1983)
 TN0544
 TN0544                         *CURRENT SURVEY CONTROL
 TN0544  ___________________________________________________________________
 TN0544* NAD 83(1986)-  48 58 42.     (N)    115 03 30.     (W)     SCALED    
 TN0544* NAVD 88     -       838.263  (meters)    2750.20   (feet)  ADJUSTED  
 TN0544  ___________________________________________________________________
 TN0544  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 TN0544  DYNAMIC HT  -         838.317 (meters)    2750.38  (feet)  COMP
 TN0544  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 TN0544
 TN0544  VERT ORDER  -  FIRST     CLASS II
 TN0544
 TN0544.The horizontal coordinates were scaled from a topographic map and have
 TN0544.an estimated accuracy of +/- 6 seconds.
 TN0544
 TN0544.The orthometric height was determined by differential leveling
 TN0544.and adjusted by the National Geodetic Survey in June 1991..
 TN0544
 TN0544.The geoid height was determined by GEOID03.
 TN0544
 TN0544.The dynamic height is computed by dividing the NAVD 88
 TN0544.geopotential number by the normal gravity value computed on the
 TN0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0544.degrees latitude (g = 980.6199 gals.).
 TN0544
 TN0544.The modeled gravity was interpolated from observed gravity values.
 TN0544
 TN0544;                    North         East    Units  Estimated Accuracy
 TN0544;SPC MT       -   539,890.      193,460.      MT  (+/- 180 meters Scaled)
 TN0544
 TN0544                          SUPERSEDED SURVEY CONTROL
 TN0544
 TN0544.No superseded survey control is available for this station.
 TN0544
 TN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ420268(NAD 83)
 TN0544_MARKER: DB = BENCH MARK DISK
 TN0544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0544_SP_SET: STAINLESS STEEL ROD
 TN0544_STAMPING: J 503 1979
 TN0544_PROJECTION: PROJECTING 5 CENTIMETERS
 TN0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0544_ROD/PIPE-DEPTH: 3.96 meters
 TN0544
 TN0544  HISTORY     - Date     Condition        Report By
 TN0544  HISTORY     - 1979     MONUMENTED       NGS
 TN0544
 TN0544                          STATION DESCRIPTION
 TN0544
 TN0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0544'6.8 MI NORTH FROM EUREKA.
 TN0544'6.85 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0544'IN LINE WITH A ROW OF POWER LINE POLES, 82 FEET NORTHEAST OF MILE
 TN0544'POST 186, 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET SOUTH
 TN0544'OF THE CENTERLINE OF A PRIVATE DRIVE WITH A CATTLE GUARD, 6 FEET NORTH
 TN0544'OF A POWER LINE POLE AND 2 FEET WEST OF A FENCE LINE.  THE ROD WAS
 TN0544'DRIVEN TO REFUSAL.
 TN0544'THE MARK IS 2 FT  S FROM A WITNESS POST.
 TN0544'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0636 ***********************************************************************
 TN0636  DESIGNATION -  J 504
 TN0636  PID         -  TN0636
 TN0636  STATE/COUNTY-  MT/LINCOLN
 TN0636  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0636
 TN0636                         *CURRENT SURVEY CONTROL
 TN0636  ___________________________________________________________________
 TN0636* NAD 83(1986)-  48 45 19.     (N)    115 17 16.     (W)     SCALED    
 TN0636* NAVD 88     -       790.493  (meters)    2593.48   (feet)  ADJUSTED  
 TN0636  ___________________________________________________________________
 TN0636  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 TN0636  DYNAMIC HT  -         790.536 (meters)    2593.62  (feet)  COMP
 TN0636  MODELED GRAV-     980,639.4   (mgal)                       NAVD 88
 TN0636
 TN0636  VERT ORDER  -  FIRST     CLASS II
 TN0636
 TN0636.The horizontal coordinates were scaled from a topographic map and have
 TN0636.an estimated accuracy of +/- 6 seconds.
 TN0636
 TN0636.The orthometric height was determined by differential leveling
 TN0636.and adjusted by the National Geodetic Survey in June 1991..
 TN0636
 TN0636.The geoid height was determined by GEOID03.
 TN0636
 TN0636.The dynamic height is computed by dividing the NAVD 88
 TN0636.geopotential number by the normal gravity value computed on the
 TN0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0636.degrees latitude (g = 980.6199 gals.).
 TN0636
 TN0636.The modeled gravity was interpolated from observed gravity values.
 TN0636
 TN0636;                    North         East    Units  Estimated Accuracy
 TN0636;SPC MT       -   516,370.      174,870.      MT  (+/- 180 meters Scaled)
 TN0636
 TN0636                          SUPERSEDED SURVEY CONTROL
 TN0636
 TN0636.No superseded survey control is available for this station.
 TN0636
 TN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ258016(NAD 83)
 TN0636_MARKER: DB = BENCH MARK DISK
 TN0636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TN0636_SP_SET: ABUTMENT
 TN0636_STAMPING: J 504 1979
 TN0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0636
 TN0636  HISTORY     - Date     Condition        Report By
 TN0636  HISTORY     - 1979     MONUMENTED       NGS
 TN0636
 TN0636                          STATION DESCRIPTION
 TN0636
 TN0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0636'20.6 MI SW FROM EUREKA.
 TN0636'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0636'THENCE 18.6 MILES SOUTHWEST ALONG STATE HIGHWAY 37, SET IN TOP OF THE
 TN0636'SOUTH END OF THE WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER AN INLET
 TN0636'AND A SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0660 ***********************************************************************
 TN0660  DESIGNATION -  J 505
 TN0660  PID         -  TN0660
 TN0660  STATE/COUNTY-  MT/LINCOLN
 TN0660  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0660
 TN0660                         *CURRENT SURVEY CONTROL
 TN0660  ___________________________________________________________________
 TN0660* NAD 83(1986)-  48 32 06.     (N)    115 12 32.     (W)     SCALED    
 TN0660* NAVD 88     -       779.120  (meters)    2556.16   (feet)  ADJUSTED  
 TN0660  ___________________________________________________________________
 TN0660  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 TN0660  DYNAMIC HT  -         779.179 (meters)    2556.36  (feet)  COMP
 TN0660  MODELED GRAV-     980,661.7   (mgal)                       NAVD 88
 TN0660
 TN0660  VERT ORDER  -  FIRST     CLASS II
 TN0660
 TN0660.The horizontal coordinates were scaled from a topographic map and have
 TN0660.an estimated accuracy of +/- 6 seconds.
 TN0660
 TN0660.The orthometric height was determined by differential leveling
 TN0660.and adjusted by the National Geodetic Survey in June 1991..
 TN0660
 TN0660.The geoid height was determined by GEOID03.
 TN0660
 TN0660.The dynamic height is computed by dividing the NAVD 88
 TN0660.geopotential number by the normal gravity value computed on the
 TN0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0660.degrees latitude (g = 980.6199 gals.).
 TN0660
 TN0660.The modeled gravity was interpolated from observed gravity values.
 TN0660
 TN0660;                    North         East    Units  Estimated Accuracy
 TN0660;SPC MT       -   491,520.      178,880.      MT  (+/- 180 meters Scaled)
 TN0660
 TN0660                          SUPERSEDED SURVEY CONTROL
 TN0660
 TN0660.No superseded survey control is available for this station.
 TN0660
 TN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP322773(NAD 83)
 TN0660_MARKER: DB = BENCH MARK DISK
 TN0660_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TN0660_SP_SET: BRIDGE ABUTMENT
 TN0660_STAMPING: J 505 1980
 TN0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0660
 TN0660  HISTORY     - Date     Condition        Report By
 TN0660  HISTORY     - 1980     MONUMENTED       NGS
 TN0660
 TN0660                          STATION DESCRIPTION
 TN0660
 TN0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0660'42.6 KM NE FROM LIBBY.
 TN0660'42.6 KILOMETERS (29.4 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM THE
 TN0660'JUNCTION OF US HIGHWAY 2 IN LIBBY, 1.0 METER (3.3 FEET) NORTHWEST
 TN0660'OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A CONCRETE
 TN0660'HIGHWAY BRIDGE OVER FIVEMILE CREEK, 6.6 METERS (21.5 FEET)
 TN0660'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 TN0660'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0688 ***********************************************************************
 TN0688  DESIGNATION -  J 506
 TN0688  PID         -  TN0688
 TN0688  STATE/COUNTY-  MT/LINCOLN
 TN0688  USGS QUAD   -  VERMICULITE MOUNTAIN (1983)
 TN0688
 TN0688                         *CURRENT SURVEY CONTROL
 TN0688  ___________________________________________________________________
 TN0688* NAD 83(1986)-  48 24 05.     (N)    115 27 03.     (W)     SCALED    
 TN0688* NAVD 88     -       642.110  (meters)    2106.66   (feet)  ADJUSTED  
 TN0688  ___________________________________________________________________
 TN0688  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TN0688  DYNAMIC HT  -         642.151 (meters)    2106.79  (feet)  COMP
 TN0688  MODELED GRAV-     980,655.1   (mgal)                       NAVD 88
 TN0688
 TN0688  VERT ORDER  -  FIRST     CLASS II
 TN0688
 TN0688.The horizontal coordinates were scaled from a topographic map and have
 TN0688.an estimated accuracy of +/- 6 seconds.
 TN0688
 TN0688.The orthometric height was determined by differential leveling
 TN0688.and adjusted by the National Geodetic Survey in June 1991..
 TN0688
 TN0688.The geoid height was determined by GEOID03.
 TN0688
 TN0688.The dynamic height is computed by dividing the NAVD 88
 TN0688.geopotential number by the normal gravity value computed on the
 TN0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0688.degrees latitude (g = 980.6199 gals.).
 TN0688
 TN0688.The modeled gravity was interpolated from observed gravity values.
 TN0688
 TN0688;                    North         East    Units  Estimated Accuracy
 TN0688;SPC MT       -   478,040.      159,930.      MT  (+/- 180 meters Scaled)
 TN0688
 TN0688                          SUPERSEDED SURVEY CONTROL
 TN0688
 TN0688.No superseded survey control is available for this station.
 TN0688
 TN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP146620(NAD 83)
 TN0688_MARKER: I = METAL ROD
 TN0688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0688_SP_SET: STAINLESS STEEL ROD
 TN0688_STAMPING: J 506 1980
 TN0688_PROJECTION: FLUSH
 TN0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0688_ROD/PIPE-DEPTH: 3.8  meters
 TN0688
 TN0688  HISTORY     - Date     Condition        Report By
 TN0688  HISTORY     - 1980     MONUMENTED       NGS
 TN0688
 TN0688                          STATION DESCRIPTION
 TN0688
 TN0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0688'10.2 KM NE FROM LIBBY.
 TN0688'10.2 KILOMETERS (6.35 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0688'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, AT THE T JUNCTION OF A
 TN0688'PAVED ROAD LEADING EAST, 19.5 METERS (64.0 FEET) EAST OF THE CENTERLIN
 TN0688'OF THE HIGHWAY, 17.7 METERS (58.0 FEET) NORTH OF THE CENTERLINE OF THE
 TN0688'PAVED ROAD, 3.2 METER (10.5 FEET) NORTH OF A WOODEN SIGN READING -EM
 TN0688'KAYAN VILLAGE-, ON THE EXTENDED CENTERLINE OF A 30 INCH DIAMETER CONCR
 TN0688'PIPE CULVERT UNDER THE HIGHWAY.
 TN0688'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 TN0688'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0740 ***********************************************************************
 SU0740  DESIGNATION -  J 507
 SU0740  PID         -  SU0740
 SU0740  STATE/COUNTY-  MT/SANDERS
 SU0740  USGS QUAD   -  DIXON (1964)
 SU0740
 SU0740                         *CURRENT SURVEY CONTROL
 SU0740  ___________________________________________________________________
 SU0740* NAD 83(1986)-  47 18 41.     (N)    114 18 06.     (W)     SCALED    
 SU0740* NAVD 88     -       774.357  (meters)    2540.54   (feet)  ADJUSTED  
 SU0740  ___________________________________________________________________
 SU0740  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 SU0740  DYNAMIC HT  -         774.317 (meters)    2540.41  (feet)  COMP
 SU0740  MODELED GRAV-     980,536.8   (mgal)                       NAVD 88
 SU0740
 SU0740  VERT ORDER  -  FIRST     CLASS II
 SU0740
 SU0740.The horizontal coordinates were scaled from a topographic map and have
 SU0740.an estimated accuracy of +/- 6 seconds.
 SU0740
 SU0740.The orthometric height was determined by differential leveling
 SU0740.and adjusted by the National Geodetic Survey in June 1991..
 SU0740
 SU0740.The geoid height was determined by GEOID03.
 SU0740
 SU0740.The dynamic height is computed by dividing the NAVD 88
 SU0740.geopotential number by the normal gravity value computed on the
 SU0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0740.degrees latitude (g = 980.6199 gals.).
 SU0740
 SU0740.The modeled gravity was interpolated from observed gravity values.
 SU0740
 SU0740;                    North         East    Units  Estimated Accuracy
 SU0740;SPC MT       -   351,290.      237,370.      MT  (+/- 180 meters Scaled)
 SU0740
 SU0740                          SUPERSEDED SURVEY CONTROL
 SU0740
 SU0740.No superseded survey control is available for this station.
 SU0740
 SU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN039433(NAD 83)
 SU0740_MARKER: I = METAL ROD
 SU0740_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0740_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0740_STAMPING: J 507 1979
 SU0740_PROJECTION: FLUSH
 SU0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0740+STABILITY: POSITION/ELEVATION WELL
 SU0740_ROD/PIPE-DEPTH: 8.23 meters
 SU0740_SLEEVE-DEPTH  : 6.71 meters
 SU0740
 SU0740  HISTORY     - Date     Condition        Report By
 SU0740  HISTORY     - 1979     MONUMENTED       NGS
 SU0740
 SU0740                          STATION DESCRIPTION
 SU0740
 SU0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0740'0.9 MI EAST FROM DIXON.
 SU0740'0.9 MILE EAST ALONG STATE ROUTE 200 FROM THE POST OFFICE IN DIXON
 SU0740'TO THE INTERSECTION WITH STATE ROUTE 212.  160 FEET NORTHEAST OF
 SU0740'THE CENTERLINE OF ROUTE 200, 66 FEET NORTHWEST OF THE CENTERLINE
 SU0740'OF ROUTE 212, 129 FEET SOUTHEAST OF THE EAST CORNER OF A 15 X 15-
 SU0740'FOOT CINDER BLOCK BUILDING, 54 FEET NORTHEAST OF A UTILITY POLE
 SU0740'WITH TWO UTILITY BOXES AND ONE GUY WIRE, AND 4 FEET SOUTHWEST OF
 SU0740'A FENCE.
 SU0740'THE MARK IS 1 FT  W FROM A WITNESS POST.
 SU0740'THE MARK IS ABOVE LEVEL WITH THE STATE ROUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0774 ***********************************************************************
 RX0774  DESIGNATION -  J 508
 RX0774  PID         -  RX0774
 RX0774  STATE/COUNTY-  MT/SILVER BOW
 RX0774  USGS QUAD   -  RAMSAY (1996)
 RX0774
 RX0774                         *CURRENT SURVEY CONTROL
 RX0774  ___________________________________________________________________
 RX0774* NAD 83(1986)-  46 02 48.     (N)    112 44 51.     (W)     SCALED    
 RX0774* NAVD 88     -      1627.125  (meters)    5338.33   (feet)  ADJUSTED  
 RX0774  ___________________________________________________________________
 RX0774  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 RX0774  DYNAMIC HT  -        1626.505 (meters)    5336.29  (feet)  COMP
 RX0774  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 RX0774  OBS GRAVITY -     980,177.0   (mgal)                       GRAV_OBS
 RX0774
 RX0774  VERT ORDER  -  FIRST     CLASS II
 RX0774
 RX0774.The horizontal coordinates were scaled from a topographic map and have
 RX0774.an estimated accuracy of +/- 6 seconds.
 RX0774
 RX0774.The orthometric height was determined by differential leveling
 RX0774.and adjusted by the National Geodetic Survey in June 1991..
 RX0774
 RX0774.The geoid height was determined by GEOID03.
 RX0774
 RX0774.The dynamic height is computed by dividing the NAVD 88
 RX0774.geopotential number by the normal gravity value computed on the
 RX0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0774.degrees latitude (g = 980.6199 gals.).
 RX0774
 RX0774.The modeled gravity was interpolated from observed gravity values.
 RX0774.The observed gravity was obtained from relative gravimeter ties
 RX0774.to the IGSN71 gravity network.
 RX0774
 RX0774;                    North         East    Units  Estimated Accuracy
 RX0774;SPC MT       -   204,870.      348,840.      MT  (+/- 180 meters Scaled)
 RX0774
 RX0774                          SUPERSEDED SURVEY CONTROL
 RX0774
 RX0774.No superseded survey control is available for this station.
 RX0774
 RX0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS648007(NAD 83)
 RX0774_MARKER: DB = BENCH MARK DISK
 RX0774_SETTING: 66 = SET IN ROCK OUTCROP
 RX0774_SP_SET: ROCK OUTCROP
 RX0774_STAMPING: J 508 1979
 RX0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0774+STABILITY: POSITION/ELEVATION WELL
 RX0774
 RX0774  HISTORY     - Date     Condition        Report By
 RX0774  HISTORY     - 1979     MONUMENTED       NGS
 RX0774
 RX0774                          STATION DESCRIPTION
 RX0774
 RX0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0774'6.5 MI NW FROM SILVER BOW.
 RX0774'6.5 MILES NORTHWEST ALONG INTERSTATE 90 FROM THE JUNCTION OF
 RX0774'INTERSTATE 15 NEAR SILVER BOW, SET IN TOP OF A ROCK OUTCROP IN THE
 RX0774'MEDIAN STRIP BETWEEN THE HIGHWAY LANES, 0.35 MILE NORTHWEST OF
 RX0774'HIGHWAY MILE POST 213, 0.2 MILE SOUTHEAST OF A HIGHWAY TURNAROUND
 RX0774'ROAD, NORTHEAST ACROSS THE EASTBOUND LANES FROM HIGHWAY SIGN, BUTTE
 RX0774'13 MILES, 92 FEET NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES,
 RX0774'94 FEET SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES AND ABOUT
 RX0774'90 FEET NORTHWEST OF A DRAINAGE DITCH.
 RX0774'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 RX0774'THE MARK IS 1 FT BELOW EASTBOUND LANES CENTERLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0785 ***********************************************************************
 SU0785  DESIGNATION -  J 509
 SU0785  PID         -  SU0785
 SU0785  STATE/COUNTY-  MT/MINERAL
 SU0785  USGS QUAD   -  STARK SOUTH (1983)
 SU0785
 SU0785                         *CURRENT SURVEY CONTROL
 SU0785  ___________________________________________________________________
 SU0785* NAD 83(1986)-  47 01 15.     (N)    114 31 23.     (W)     SCALED    
 SU0785* NAVD 88     -       903.704  (meters)    2964.90   (feet)  ADJUSTED  
 SU0785  ___________________________________________________________________
 SU0785  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 SU0785  DYNAMIC HT  -         903.585 (meters)    2964.51  (feet)  COMP
 SU0785  MODELED GRAV-     980,452.6   (mgal)                       NAVD 88
 SU0785
 SU0785  VERT ORDER  -  FIRST     CLASS II
 SU0785
 SU0785.The horizontal coordinates were scaled from a topographic map and have
 SU0785.an estimated accuracy of +/- 6 seconds.
 SU0785
 SU0785.The orthometric height was determined by differential leveling
 SU0785.and adjusted by the National Geodetic Survey in June 1991..
 SU0785
 SU0785.The geoid height was determined by GEOID03.
 SU0785
 SU0785.The dynamic height is computed by dividing the NAVD 88
 SU0785.geopotential number by the normal gravity value computed on the
 SU0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0785.degrees latitude (g = 980.6199 gals.).
 SU0785
 SU0785.The modeled gravity was interpolated from observed gravity values.
 SU0785
 SU0785;                    North         East    Units  Estimated Accuracy
 SU0785;SPC MT       -   320,130.      218,610.      MT  (+/- 180 meters Scaled)
 SU0785
 SU0785                          SUPERSEDED SURVEY CONTROL
 SU0785
 SU0785.No superseded survey control is available for this station.
 SU0785
 SU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN882104(NAD 83)
 SU0785_MARKER: I = METAL ROD
 SU0785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0785_SP_SET: STAINLESS STEEL ROD
 SU0785_STAMPING: J 509 1980
 SU0785_PROJECTION: FLUSH
 SU0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0785_ROD/PIPE-DEPTH: 4.3  meters
 SU0785
 SU0785  HISTORY     - Date     Condition        Report By
 SU0785  HISTORY     - 1980     MONUMENTED       NGS
 SU0785
 SU0785                          STATION DESCRIPTION
 SU0785
 SU0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0785'2.9 KM NW FROM ALBERTON.
 SU0785'2.9 KILOMETERS (1.8 MILES) NORTHWEST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0785'THE RAILROAD STREET OVERPASS IN ALBERTON, AT THE WEST END OF A WEST-
 SU0785'BOUND REST AREA, APPROXIMATELY 156 PACES NORTHWEST OF THE NORTHWEST
 SU0785'END OF THE REST ROOM FACILITIES, 50.4 METERS (165.5 FEET) EAST OF THE
 SU0785'CENTERLINE OF THE NORTH HEADWALL OF A 5 X 10 FOOT BOX CULVERT UNDER
 SU0785'THE HIGHWAY AT NIGGER GULCH, 21.5 METERS (70.5 FEET) NORTH OF THE
 SU0785'CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY, 20.3 METERS (66.6
 SU0785'FEET) NORTHWEST OF THE STATE HIGHWAY SURVEY STATION 800, 19.0 METERS
 SU0785'(62.3 FEET) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 13.3 METERS
 SU0785'(43.6 FEET) NORTH OF THE CENTERLINE OF THE REST AREA ON RAMP, 0.5
 SU0785'METER (1.8 FEET) SOUTH OFFTH EHIGHWAY RIGHT-OF-WAY FENCE.
 SU0785'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 SU0785'THE MARK IS ABOVE LEVEL WITH THE HIGHWYA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0254 ***********************************************************************
 TN0254  DESIGNATION -  J 51
 TN0254  PID         -  TN0254
 TN0254  STATE/COUNTY-  MT/LINCOLN
 TN0254  USGS QUAD   -  REXFORD (1983)
 TN0254
 TN0254                         *CURRENT SURVEY CONTROL
 TN0254  ___________________________________________________________________
 TN0254* NAD 83(1986)-  48 54 25.     (N)    115 10 30.     (W)     SCALED    
 TN0254* NAVD 88     -       733.165  (meters)    2405.39   (feet)  ADJUSTED  
 TN0254  ___________________________________________________________________
 TN0254  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 TN0254  DYNAMIC HT  -         733.233 (meters)    2405.62  (feet)  COMP
 TN0254  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 TN0254
 TN0254  VERT ORDER  -  FIRST     CLASS II
 TN0254
 TN0254.The horizontal coordinates were scaled from a topographic map and have
 TN0254.an estimated accuracy of +/- 6 seconds.
 TN0254
 TN0254.The orthometric height was determined by differential leveling
 TN0254.and adjusted by the National Geodetic Survey in June 1991..
 TN0254.WARNING-Repeat measurements at this control monument indicate possible
 TN0254.vertical movement.
 TN0254
 TN0254.The geoid height was determined by GEOID03.
 TN0254
 TN0254.The dynamic height is computed by dividing the NAVD 88
 TN0254.geopotential number by the normal gravity value computed on the
 TN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0254.degrees latitude (g = 980.6199 gals.).
 TN0254
 TN0254.The modeled gravity was interpolated from observed gravity values.
 TN0254
 TN0254;                    North         East    Units  Estimated Accuracy
 TN0254;SPC MT       -   532,580.      184,360.      MT  (+/- 180 meters Scaled)
 TN0254
 TN0254                          SUPERSEDED SURVEY CONTROL
 TN0254
 TN0254  NGVD 29 (??/??/92)  731.980  (m)         2401.50   (f) ADJ UNCH    1 2
 TN0254
 TN0254.Superseded values are not recommended for survey control.
 TN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0254.See file dsdata.txt to determine how the superseded data were derived.
 TN0254
 TN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ337187(NAD 83)
 TN0254_MARKER: DB = BENCH MARK DISK
 TN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0254_STAMPING: J 51 1933
 TN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0254+STABILITY: SURFACE MOTION
 TN0254
 TN0254  HISTORY     - Date     Condition        Report By
 TN0254  HISTORY     - 1933     MONUMENTED       CGS
 TN0254  HISTORY     - 1946     GOOD             NGS
 TN0254  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0254
 TN0254                          STATION DESCRIPTION
 TN0254
 TN0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0254'2.7 MI NE FROM REXFORD.
 TN0254'2.7 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0254'AT REXFORD, LINCOLN COUNTY, 350 FEET EAST OF MILEPOST 1278, 1100 FEET
 TN0254'WEST OF SEMAPHORES 1277.7 AND 1277.8, AT A PRIVATE-ROAD CROSSING, 45
 TN0254'FEET NORTHEAST OF THE CENTERLINE OF THE CROSSING, 38 FEET NORTH OF THE
 TN0254'TRACK, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 TN0254'THE TRACK.  A STANDARD DISK, STAMPED J 51 1933 AND SET IN THE TOP OF A
 TN0254'CONCRETE POST FLUSH WITH THE GROUND.
 TN0254
 TN0254                          STATION RECOVERY (1979)
 TN0254
 TN0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0254'NOT RECOVERED ON THIS DATE.  THIS MARK WAS FLOODED BY LAKE KOOCANUSA,
 TN0254'CREATED BY THE BUILDING OF LIBBY DAM ON THE KOOTENAI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0811 ***********************************************************************
 SU0811  DESIGNATION -  J 510
 SU0811  PID         -  SU0811
 SU0811  STATE/COUNTY-  MT/MINERAL
 SU0811  USGS QUAD   -  IDAHO GULCH (1985)
 SU0811
 SU0811                         *CURRENT SURVEY CONTROL
 SU0811  ___________________________________________________________________
 SU0811* NAD 83(1986)-  47 10 02.     (N)    114 51 18.     (W)     SCALED    
 SU0811* NAVD 88     -       845.941  (meters)    2775.39   (feet)  ADJUSTED  
 SU0811  ___________________________________________________________________
 SU0811  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 SU0811  DYNAMIC HT  -         845.861 (meters)    2775.13  (feet)  COMP
 SU0811  MODELED GRAV-     980,490.3   (mgal)                       NAVD 88
 SU0811
 SU0811  VERT ORDER  -  FIRST     CLASS II
 SU0811
 SU0811.The horizontal coordinates were scaled from a topographic map and have
 SU0811.an estimated accuracy of +/- 6 seconds.
 SU0811
 SU0811.The orthometric height was determined by differential leveling
 SU0811.and adjusted by the National Geodetic Survey in June 1991..
 SU0811
 SU0811.The geoid height was determined by GEOID03.
 SU0811
 SU0811.The dynamic height is computed by dividing the NAVD 88
 SU0811.geopotential number by the normal gravity value computed on the
 SU0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0811.degrees latitude (g = 980.6199 gals.).
 SU0811
 SU0811.The modeled gravity was interpolated from observed gravity values.
 SU0811
 SU0811;                    North         East    Units  Estimated Accuracy
 SU0811;SPC MT       -   338,020.      194,550.      MT  (+/- 180 meters Scaled)
 SU0811
 SU0811                          SUPERSEDED SURVEY CONTROL
 SU0811
 SU0811.No superseded survey control is available for this station.
 SU0811
 SU0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN625259(NAD 83)
 SU0811_MARKER: I = METAL ROD
 SU0811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0811_SP_SET: STAINLESS STEEL ROD
 SU0811_STAMPING: J 510 1980
 SU0811_PROJECTION: FLUSH
 SU0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0811_ROD/PIPE-DEPTH: 1.8  meters
 SU0811
 SU0811  HISTORY     - Date     Condition        Report By
 SU0811  HISTORY     - 1980     MONUMENTED       NGS
 SU0811
 SU0811                          STATION DESCRIPTION
 SU0811
 SU0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0811'4.1 KM SE FROM SUPERIOR.
 SU0811'4.1 KILOMETERS (2.55 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0811'THE HIGHWAY BRIDGE OVER RIVER STREET IN SUPERIOR, 12.4 METERS (40.7
 SU0811'FEET) NORTH OF HIGHWAY MILEPOST 50, 73.3 METERS (240.5 FEET) SOUTHWEST
 SU0811'OF THE WEST CORNER OF THE METAL BEACON TOWER FOR THE MINERAL COUNTY
 SU0811'AIRPORT, 17.2 METERS (56.5 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF
 SU0811'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY TRACKS, 15.5
 SU0811'METERS (51.0 FEET) NORTHEAST OF THE CENTERLINE OF THE WEST-BOUND LANES
 SU0811'OF THE HIGHWAY, 1.3 METERS (4.3 FEET) SOUTHEAST OF THE NORTHWEST POST
 SU0811'OF A DOUBLE WOODEN POST BRACE IN THE HIGHWAY RIGHT-OF-WAY FENCE, 0.5
 SU0811'METER (1.7 FEET) SOUTH OF THE FENCE LINE.
 SU0811'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SU0811'THE MARK IS 0.5 M BELOW THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0830 ***********************************************************************
 SU0830  DESIGNATION -  J 511
 SU0830  PID         -  SU0830
 SU0830  STATE/COUNTY-  MT/MINERAL
 SU0830  USGS QUAD   -  SAINT REGIS (1988)
 SU0830
 SU0830                         *CURRENT SURVEY CONTROL
 SU0830  ___________________________________________________________________
 SU0830* NAD 83(1986)-  47 19 26.     (N)    115 04 16.     (W)     SCALED    
 SU0830* NAVD 88     -       809.353  (meters)    2655.35   (feet)  ADJUSTED  
 SU0830  ___________________________________________________________________
 SU0830  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 SU0830  DYNAMIC HT  -         809.298 (meters)    2655.17  (feet)  COMP
 SU0830  MODELED GRAV-     980,518.9   (mgal)                       NAVD 88
 SU0830
 SU0830  VERT ORDER  -  FIRST     CLASS II
 SU0830
 SU0830.The horizontal coordinates were scaled from a topographic map and have
 SU0830.an estimated accuracy of +/- 6 seconds.
 SU0830
 SU0830.The orthometric height was determined by differential leveling
 SU0830.and adjusted by the National Geodetic Survey in June 1991..
 SU0830
 SU0830.The geoid height was determined by GEOID03.
 SU0830
 SU0830.The dynamic height is computed by dividing the NAVD 88
 SU0830.geopotential number by the normal gravity value computed on the
 SU0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0830.degrees latitude (g = 980.6199 gals.).
 SU0830
 SU0830.The modeled gravity was interpolated from observed gravity values.
 SU0830
 SU0830;                    North         East    Units  Estimated Accuracy
 SU0830;SPC MT       -   356,530.      179,460.      MT  (+/- 180 meters Scaled)
 SU0830
 SU0830                          SUPERSEDED SURVEY CONTROL
 SU0830
 SU0830.No superseded survey control is available for this station.
 SU0830
 SU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN457429(NAD 83)
 SU0830_MARKER: DB = BENCH MARK DISK
 SU0830_SETTING: 66 = SET IN ROCK OUTCROP
 SU0830_SP_SET: ROCK OUTCROP
 SU0830_STAMPING: J 511 1980
 SU0830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0830+STABILITY: POSITION/ELEVATION WELL
 SU0830
 SU0830  HISTORY     - Date     Condition        Report By
 SU0830  HISTORY     - 1980     MONUMENTED       NGS
 SU0830
 SU0830                          STATION DESCRIPTION
 SU0830
 SU0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0830'3.5 KM NE FROM ST REGIS.
 SU0830'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG MULLEN TRAIL ROAD (TEMPORARY
 SU0830'INTERSTATE HIGHWAY 90) FROM THE POST OFFICE IN ST. REGIS, THENCE 3.4
 SU0830'(2.1 MILES) NORTHEAST ALONG STATE HIGHWAY 135 (CUTOFF ROAD), 0.25
 SU0830'KILOMETER (0.15 MILE) NORTHEAST OF HIGHWAY MILEPOST 2, 0.2 KILOMETER
 SU0830'(0.1 MILE) NORTHEAST OF THE NORTHEAST END OF A HIGHWAY CURVE, 0.3
 SU0830'KILOMETER (0.2 MILE) SOUTHWEST OF THE TOP OF A SMALL GRADE AND A
 SU0830'LARGE BEDROCK HIGHWAY CUT, SET IN TOP OF A ROCK OUTCROP IN A HIGHWAY
 SU0830'CUT, 11.5 METERS (37.7 FEET) NORTHWEST OF THE CENTERLINE OF THE
 SU0830'HIGHWAY, 11.9 METERS (39.0 FEET) NORTHEAST OF THE TOP CENTER OF
 SU0830'THE NORTHWEST END OF A 24-INCH DIAMETER CONCRETE PIPE CULVERT UNDER
 SU0830'THE HIGHWAY, 7.8 METERS (25.6 FEET) EAST AND 3.5 METERS (12.0 FEET)
 SU0830'BELOW A POWER LINE POLE WITH A TRANSFORMER.
 SU0830'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 SU0830'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0358 ***********************************************************************
 TK0358  DESIGNATION -  J 512
 TK0358  PID         -  TK0358
 TK0358  STATE/COUNTY-  MT/BLAINE
 TK0358  USGS QUAD   -  GRABLE COULEE (1964)
 TK0358
 TK0358                         *CURRENT SURVEY CONTROL
 TK0358  ___________________________________________________________________
 TK0358* NAD 83(1986)-  48 30 55.     (N)    108 41 56.     (W)     SCALED    
 TK0358* NAVD 88     -       711.844  (meters)    2335.44   (feet)  ADJUSTED  
 TK0358  ___________________________________________________________________
 TK0358  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TK0358  DYNAMIC HT  -         711.935 (meters)    2335.74  (feet)  COMP
 TK0358  MODELED GRAV-     980,714.3   (mgal)                       NAVD 88
 TK0358
 TK0358  VERT ORDER  -  FIRST     CLASS II
 TK0358
 TK0358.The horizontal coordinates were scaled from a topographic map and have
 TK0358.an estimated accuracy of +/- 6 seconds.
 TK0358
 TK0358.The orthometric height was determined by differential leveling
 TK0358.and adjusted by the National Geodetic Survey in June 1991..
 TK0358
 TK0358.The geoid height was determined by GEOID03.
 TK0358
 TK0358.The dynamic height is computed by dividing the NAVD 88
 TK0358.geopotential number by the normal gravity value computed on the
 TK0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0358.degrees latitude (g = 980.6199 gals.).
 TK0358
 TK0358.The modeled gravity was interpolated from observed gravity values.
 TK0358
 TK0358;                    North         East    Units  Estimated Accuracy
 TK0358;SPC MT       -   474,270.      659,170.      MT  (+/- 180 meters Scaled)
 TK0358
 TK0358                          SUPERSEDED SURVEY CONTROL
 TK0358
 TK0358.No superseded survey control is available for this station.
 TK0358
 TK0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU699761(NAD 83)
 TK0358_MARKER: DB = BENCH MARK DISK
 TK0358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0358_SP_SET: STAINLESS STEEL ROD
 TK0358_STAMPING: J 512 1979
 TK0358_PROJECTION: FLUSH
 TK0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0358_ROD/PIPE-DEPTH: 3.05 meters
 TK0358
 TK0358  HISTORY     - Date     Condition        Report By
 TK0358  HISTORY     - 1979     MONUMENTED       NGS
 TK0358
 TK0358                          STATION DESCRIPTION
 TK0358
 TK0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0358'4.2 MI EAST FROM HARLEM.
 TK0358'4.2 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0358'STATION IN HARLEM, 98 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 TK0358'TIN RAILROAD SIGNAL BUILDING, 74 FEET SOUTH OF THE SOUTH RAIL OF THE
 TK0358'RAILROAD TRACK, 25 FEET NORTH OF THE CENTER OF A DIRT ROAD, AND 4.5
 TK0358'FEET EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DISK IS THROUGH A  4
 TK0358'IN SCREW PLUG.
 TK0358'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
 TK0358'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0307 ***********************************************************************
 TK0307  DESIGNATION -  J 513
 TK0307  PID         -  TK0307
 TK0307  STATE/COUNTY-  MT/HILL
 TK0307  USGS QUAD   -  HERRON PARK (1976)
 TK0307
 TK0307                         *CURRENT SURVEY CONTROL
 TK0307  ___________________________________________________________________
 TK0307* NAD 83(1986)-  48 33 24.     (N)    109 48 32.     (W)     SCALED    
 TK0307* NAVD 88     -       764.214  (meters)    2507.26   (feet)  ADJUSTED  
 TK0307  ___________________________________________________________________
 TK0307  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 TK0307  DYNAMIC HT  -         764.291 (meters)    2507.51  (feet)  COMP
 TK0307  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 TK0307  OBS GRAVITY -     980,686.2   (mgal)                       GRAV_OBS
 TK0307
 TK0307  VERT ORDER  -  FIRST     CLASS II
 TK0307
 TK0307.The horizontal coordinates were scaled from a topographic map and have
 TK0307.an estimated accuracy of +/- 6 seconds.
 TK0307
 TK0307.The orthometric height was determined by differential leveling
 TK0307.and adjusted by the National Geodetic Survey in June 1991..
 TK0307
 TK0307.The geoid height was determined by GEOID03.
 TK0307
 TK0307.The dynamic height is computed by dividing the NAVD 88
 TK0307.geopotential number by the normal gravity value computed on the
 TK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0307.degrees latitude (g = 980.6199 gals.).
 TK0307
 TK0307.The modeled gravity was interpolated from observed gravity values.
 TK0307.The observed gravity was obtained from relative gravimeter ties
 TK0307.to the IGSN71 gravity network.
 TK0307
 TK0307;                    North         East    Units  Estimated Accuracy
 TK0307;SPC MT       -   478,620.      577,200.      MT  (+/- 180 meters Scaled)
 TK0307
 TK0307                          SUPERSEDED SURVEY CONTROL
 TK0307
 TK0307.No superseded survey control is available for this station.
 TK0307
 TK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU878788(NAD 83)
 TK0307_MARKER: DB = BENCH MARK DISK
 TK0307_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TK0307_SP_SET: PIER
 TK0307_STAMPING: J 513 1979
 TK0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TK0307+STABILITY: POSITION/ELEVATION WELL
 TK0307
 TK0307  HISTORY     - Date     Condition        Report By
 TK0307  HISTORY     - 1979     MONUMENTED       NGS
 TK0307
 TK0307                          STATION DESCRIPTION
 TK0307
 TK0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0307'7.2 MI WEST FROM HAVRE.
 TK0307'7.2 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TK0307'HAVRE, SET IN THE TOP CENTER OF THE NORTHEAST 1 OF 4, 4 FEET IN
 TK0307'DIAMETER PIPES FILLED WITH CONCRETE THAT SERVES AS A PIER FOR THE OLD
 TK0307'U.S. HIGHWAY 2 BRIDGE, NOW DESTROYED, 136 FEET NORTH OF THE NORTHWEST
 TK0307'CORNER OF THE HIGHWAY BRIDGE OVER BIG SANDY CREEK.  NOTE=CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0299 ***********************************************************************
 TK0299  DESIGNATION -  J 514
 TK0299  PID         -  TK0299
 TK0299  STATE/COUNTY-  MT/HILL
 TK0299  USGS QUAD   -  FRESNO DAM (1970)
 TK0299
 TK0299                         *CURRENT SURVEY CONTROL
 TK0299  ___________________________________________________________________
 TK0299* NAD 83(1986)-  48 33 48.     (N)    109 55 45.     (W)     SCALED    
 TK0299* NAVD 88     -       805.841  (meters)    2643.83   (feet)  ADJUSTED  
 TK0299  ___________________________________________________________________
 TK0299  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TK0299  DYNAMIC HT  -         805.920 (meters)    2644.09  (feet)  COMP
 TK0299  MODELED GRAV-     980,681.3   (mgal)                       NAVD 88
 TK0299
 TK0299  VERT ORDER  -  FIRST     CLASS II
 TK0299
 TK0299.The horizontal coordinates were scaled from a topographic map and have
 TK0299.an estimated accuracy of +/- 6 seconds.
 TK0299
 TK0299.The orthometric height was determined by differential leveling
 TK0299.and adjusted by the National Geodetic Survey in June 1991..
 TK0299
 TK0299.The geoid height was determined by GEOID03.
 TK0299
 TK0299.The dynamic height is computed by dividing the NAVD 88
 TK0299.geopotential number by the normal gravity value computed on the
 TK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0299.degrees latitude (g = 980.6199 gals.).
 TK0299
 TK0299.The modeled gravity was interpolated from observed gravity values.
 TK0299
 TK0299;                    North         East    Units  Estimated Accuracy
 TK0299;SPC MT       -   479,400.      568,330.      MT  (+/- 180 meters Scaled)
 TK0299
 TK0299                          SUPERSEDED SURVEY CONTROL
 TK0299
 TK0299.No superseded survey control is available for this station.
 TK0299
 TK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU790794(NAD 83)
 TK0299_MARKER: DB = BENCH MARK DISK
 TK0299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0299_SP_SET: STAINLESS STEEL ROD
 TK0299_STAMPING: J 514 1979
 TK0299_PROJECTION: FLUSH
 TK0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0299_ROD/PIPE-DEPTH: 6.40 meters
 TK0299
 TK0299  HISTORY     - Date     Condition        Report By
 TK0299  HISTORY     - 1979     MONUMENTED       NGS
 TK0299
 TK0299                          STATION DESCRIPTION
 TK0299
 TK0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0299'7.2 MI EAST FROM DEMLIN.
 TK0299'7.2 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TK0299'KREMLIN, 94.4 FEET NORTH OF THE NORTH RAIL, 104.9 FEET NORTH-NORTHEAST
 TK0299'OF MILE POST NUMBER 973, 64 FEET NORTH-NORTHWEST OF TWO ADJOINING
 TK0299'TELEPHONE POLES NUMBER A 24 WITH FOUR GUY WIRES, 11 FEET NORTH OF THE
 TK0299'CENTER OF A TRACK ROAD, AND 2.3 FEET SOUTH OF A FENCE.  NOTE=REFUSAL
 TK0299'WAS REACHED AT 21 FEET.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 TK0299'PLUG.
 TK0299'THE MARK IS 1.8 FT  E FROM A WITNESS POST.
 TK0299'THE MARK IS 4 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0332 ***********************************************************************
 TK0332  DESIGNATION -  J 515
 TK0332  PID         -  TK0332
 TK0332  STATE/COUNTY-  MT/BLAINE
 TK0332  USGS QUAD   -  LOHMAN (1964)
 TK0332
 TK0332                         *CURRENT SURVEY CONTROL
 TK0332  ___________________________________________________________________
 TK0332* NAD 83(1986)-  48 35 13.     (N)    109 25 32.     (W)     SCALED    
 TK0332* NAVD 88     -       743.105  (meters)    2438.00   (feet)  ADJUSTED  
 TK0332  ___________________________________________________________________
 TK0332  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 TK0332  DYNAMIC HT  -         743.188 (meters)    2438.28  (feet)  COMP
 TK0332  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 TK0332
 TK0332  VERT ORDER  -  FIRST     CLASS II
 TK0332
 TK0332.The horizontal coordinates were scaled from a topographic map and have
 TK0332.an estimated accuracy of +/- 6 seconds.
 TK0332
 TK0332.The orthometric height was determined by differential leveling
 TK0332.and adjusted by the National Geodetic Survey in June 1991..
 TK0332
 TK0332.The geoid height was determined by GEOID03.
 TK0332
 TK0332.The dynamic height is computed by dividing the NAVD 88
 TK0332.geopotential number by the normal gravity value computed on the
 TK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0332.degrees latitude (g = 980.6199 gals.).
 TK0332
 TK0332.The modeled gravity was interpolated from observed gravity values.
 TK0332
 TK0332;                    North         East    Units  Estimated Accuracy
 TK0332;SPC MT       -   481,940.      605,490.      MT  (+/- 180 meters Scaled)
 TK0332
 TK0332                          SUPERSEDED SURVEY CONTROL
 TK0332
 TK0332.No superseded survey control is available for this station.
 TK0332
 TK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU161827(NAD 83)
 TK0332_MARKER: DB = BENCH MARK DISK
 TK0332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0332_SP_SET: STAINLESS STEEL ROD
 TK0332_STAMPING: J 515 1979
 TK0332_PROJECTION: FLUSH
 TK0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0332_ROD/PIPE-DEPTH: 7.62 meters
 TK0332
 TK0332  HISTORY     - Date     Condition        Report By
 TK0332  HISTORY     - 1979     MONUMENTED       NGS
 TK0332
 TK0332                          STATION DESCRIPTION
 TK0332
 TK0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0332'9.1 MI WEST FROM CHINOOK.
 TK0332'9.15 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TK0332'CHINOOK, 122 FEET NORTH OF THE CENTER OF THE HIGHWAY, 43 FEET SOUTH
 TK0332'OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD TRACK, AND 3.3 FEET
 TK0332'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH
 TK0332'SCREW PLUG.
 TK0332'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 TK0332'THE MARK IS 5 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0721 ***********************************************************************
 TN0721  DESIGNATION -  J 516
 TN0721  PID         -  TN0721
 TN0721  STATE/COUNTY-  MT/LINCOLN
 TN0721  USGS QUAD   -  TROY (1983)
 TN0721
 TN0721                         *CURRENT SURVEY CONTROL
 TN0721  ___________________________________________________________________
 TN0721* NAD 83(1986)-  48 29 38.     (N)    115 55 04.     (W)     SCALED    
 TN0721* NAVD 88     -       587.182  (meters)    1926.45   (feet)  ADJUSTED  
 TN0721  ___________________________________________________________________
 TN0721  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TN0721  DYNAMIC HT  -         587.232 (meters)    1926.61  (feet)  COMP
 TN0721  MODELED GRAV-     980,678.5   (mgal)                       NAVD 88
 TN0721
 TN0721  VERT ORDER  -  FIRST     CLASS II
 TN0721
 TN0721.The horizontal coordinates were scaled from a topographic map and have
 TN0721.an estimated accuracy of +/- 6 seconds.
 TN0721
 TN0721.The orthometric height was determined by differential leveling
 TN0721.and adjusted by the National Geodetic Survey in June 1991..
 TN0721
 TN0721.The geoid height was determined by GEOID03.
 TN0721
 TN0721.The dynamic height is computed by dividing the NAVD 88
 TN0721.geopotential number by the normal gravity value computed on the
 TN0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0721.degrees latitude (g = 980.6199 gals.).
 TN0721
 TN0721.The modeled gravity was interpolated from observed gravity values.
 TN0721
 TN0721;                    North         East    Units  Estimated Accuracy
 TN0721;SPC MT       -   491,010.      126,320.      MT  (+/- 180 meters Scaled)
 TN0721
 TN0721                          SUPERSEDED SURVEY CONTROL
 TN0721
 TN0721.No superseded survey control is available for this station.
 TN0721
 TN0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP799717(NAD 83)
 TN0721_MARKER: DB = BENCH MARK DISK
 TN0721_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TN0721_SP_SET: BRIDGE ABUTMENT
 TN0721_STAMPING: J 516 1980
 TN0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0721
 TN0721  HISTORY     - Date     Condition        Report By
 TN0721  HISTORY     - 1980     MONUMENTED       NGS
 TN0721
 TN0721                          STATION DESCRIPTION
 TN0721
 TN0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0721'3.7 KM NW FROM TROY.
 TN0721'3.7 KILOMETERS (2.3 MILE) NORTHWEST ALONG US HIGHWAY 2 FROM THE HIGH
 TN0721'SCHOOL IN TROY, SET IN TOP OF THE NORTHEAST SIDEWALK ON THE SOUTHEAST
 TN0721'ABUTMENT OF A HIGHWAY BRIDGE OVER THE KOOTENAI RIVER, 4.3 METERS(14.0
 TN0721'FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY , 0.7 METER (2.2
 TN0721'FEET) NORTHWEST OF THE SOUTHEAST END OF THE SIDEWALK AND ABUTMENRT.
 TN0721'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0099 ***********************************************************************
 TN0099  DESIGNATION -  J 52
 TN0099  PID         -  TN0099
 TN0099  STATE/COUNTY-  MT/FLATHEAD
 TN0099  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0099
 TN0099                         *CURRENT SURVEY CONTROL
 TN0099  ___________________________________________________________________
 TN0099* NAD 83(1986)-  48 23 00.     (N)    114 10 16.     (W)     SCALED    
 TN0099* NAVD 88     -       948.442  (meters)    3111.68   (feet)  ADJUSTED  
 TN0099  ___________________________________________________________________
 TN0099  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TN0099  DYNAMIC HT  -         948.428 (meters)    3111.63  (feet)  COMP
 TN0099  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 TN0099
 TN0099  VERT ORDER  -  FIRST     CLASS II
 TN0099
 TN0099.The horizontal coordinates were scaled from a topographic map and have
 TN0099.an estimated accuracy of +/- 6 seconds.
 TN0099
 TN0099.The orthometric height was determined by differential leveling
 TN0099.and adjusted by the National Geodetic Survey in June 1991..
 TN0099
 TN0099.The geoid height was determined by GEOID03.
 TN0099
 TN0099.The dynamic height is computed by dividing the NAVD 88
 TN0099.geopotential number by the normal gravity value computed on the
 TN0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0099.degrees latitude (g = 980.6199 gals.).
 TN0099
 TN0099.The modeled gravity was interpolated from observed gravity values.
 TN0099
 TN0099;                    North         East    Units  Estimated Accuracy
 TN0099;SPC MT       -   469,610.      254,320.      MT  (+/- 180 meters Scaled)
 TN0099
 TN0099                          SUPERSEDED SURVEY CONTROL
 TN0099
 TN0099  NGVD 29 (??/??/92)  947.278  (m)         3107.86   (f) ADJ UNCH    1 2
 TN0099
 TN0099.Superseded values are not recommended for survey control.
 TN0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0099.See file dsdata.txt to determine how the superseded data were derived.
 TN0099
 TN0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP094627(NAD 83)
 TN0099_MARKER: DB = BENCH MARK DISK
 TN0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0099_SP_SET: PIER
 TN0099_STAMPING: J 52 1933
 TN0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0099
 TN0099  HISTORY     - Date     Condition        Report By
 TN0099  HISTORY     - 1933     MONUMENTED       CGS
 TN0099  HISTORY     - 1979     GOOD             NGS
 TN0099
 TN0099                          STATION DESCRIPTION
 TN0099
 TN0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TN0099'0.5 MI E FROM COLUMBIA FALLS.
 TN0099'0.5 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0099'COLUMBIA FALLS, FLATHEAD COUNTY, 15 FEET SOUTH OF THE MAIN TRACK, AT
 TN0099'AN OLD WATER TANK, AND IN THE TOP OF THE NORTHWEST PIER.  A STANDARD
 TN0099'DISK, STAMPED J 52 1933.
 TN0099
 TN0099                          STATION RECOVERY (1979)
 TN0099
 TN0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0099'0.5 MILE EAST ALONG THE BURLINGTON NORTHERN RAILWAY FROM THE STATION
 TN0099'AT COLUMBIA FALLS, IN THE NORTHWEST CORNER OF A 3 FOOT BY 4 FOOT
 TN0099'CONCRETE POST ONCE USED AS A PIER FOR A WATER TOWER, FLUSH WITH
 TN0099'GROUND, APPROXIMATELY 375 FEET WEST OF MILE POST 1211, 185 FEET
 TN0099'NORTH OF THE CENTERLINE OF RAILROAD STREET, 42 FEET NORTH OF THE
 TN0099'NORTH RAIL OF THE SIDING TRACKS AND 15 FEET SOUTH OF THE SOUTH RAIL
 TN0099'OF THE SOUTHERNMOST SET OF MAIN TRACKS.
 TN0099'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TN0099'THE MARK IS 1 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0853 ***********************************************************************
 SU0853  DESIGNATION -  J 520
 SU0853  PID         -  SU0853
 SU0853  STATE/COUNTY-  MT/SANDERS
 SU0853  USGS QUAD   -  PARADISE (1984)
 SU0853
 SU0853                         *CURRENT SURVEY CONTROL
 SU0853  ___________________________________________________________________
 SU0853* NAD 83(1986)-  47 25 45.     (N)    114 51 11.     (W)     SCALED    
 SU0853* NAVD 88     -       756.943  (meters)    2483.40   (feet)  ADJUSTED  
 SU0853  ___________________________________________________________________
 SU0853  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 SU0853  DYNAMIC HT  -         756.910 (meters)    2483.30  (feet)  COMP
 SU0853  MODELED GRAV-     980,545.2   (mgal)                       NAVD 88
 SU0853
 SU0853  VERT ORDER  -  FIRST     CLASS II
 SU0853
 SU0853.The horizontal coordinates were scaled from a topographic map and have
 SU0853.an estimated accuracy of +/- 6 seconds.
 SU0853
 SU0853.The orthometric height was determined by differential leveling
 SU0853.and adjusted by the National Geodetic Survey in June 1991..
 SU0853
 SU0853.The geoid height was determined by GEOID03.
 SU0853
 SU0853.The dynamic height is computed by dividing the NAVD 88
 SU0853.geopotential number by the normal gravity value computed on the
 SU0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0853.degrees latitude (g = 980.6199 gals.).
 SU0853
 SU0853.The modeled gravity was interpolated from observed gravity values.
 SU0853
 SU0853;                    North         East    Units  Estimated Accuracy
 SU0853;SPC MT       -   367,050.      196,690.      MT  (+/- 180 meters Scaled)
 SU0853
 SU0853                          SUPERSEDED SURVEY CONTROL
 SU0853
 SU0853.No superseded survey control is available for this station.
 SU0853
 SU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN619550(NAD 83)
 SU0853_MARKER: I = METAL ROD
 SU0853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0853_SP_SET: STAINLESS STEEL ROD
 SU0853_STAMPING: J 520 1980
 SU0853_PROJECTION: FLUSH
 SU0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0853_ROD/PIPE-DEPTH: 6.0  meters
 SU0853
 SU0853  HISTORY     - Date     Condition        Report By
 SU0853  HISTORY     - 1980     MONUMENTED       NGS
 SU0853
 SU0853                          STATION DESCRIPTION
 SU0853
 SU0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0853'3.7 KM SE FROM PLAINS.
 SU0853'3.7 KILOMETERS (2.3 MILES) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 SU0853'RAILWAY FROM THE STATION IN PLAINS, 0.5 KILOMETER (0.3 MILE) SOUTHEAST
 SU0853'OF RAILWAY MILEPOST 4, 0.25 KILOMETER (0.15 MILE) EAST-SOUTHEAST OF
 SU0853'THE USGS GAGING STATION ON THE CLARK FORK RIVER, 63.0 METERS (207
 SU0853'FEET) NORTHEAST OF THE NORTHEAST TOWER FOR A CABLE CAR CROSSING THE
 SU0853'RIVER, 23.5 METERS (77.2 FEET) SOUTHWEST OF THE RAILWAY RIGHT-OF-WAY
 SU0853'FENCE, 7.45 METERS (24.5 FEET) NORTHEAST OF THE NORTHEAST RAIL OF
 SU0853'THE TRACKS, 3.65 METERS (12.0 FEET) SOUTHEAST OF THE EXTENDED
 SU0853'CENTERLINE OF A PIPE GATE IN THE RIGHT-OF-WAY FENCE.
 SU0853'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 SU0853'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0880 ***********************************************************************
 SU0880  DESIGNATION -  J 521
 SU0880  PID         -  SU0880
 SU0880  STATE/COUNTY-  MT/SANDERS
 SU0880  USGS QUAD   -  TROUT CREEK (1983)
 SU0880
 SU0880                         *CURRENT SURVEY CONTROL
 SU0880  ___________________________________________________________________
 SU0880* NAD 83(1986)-  47 46 54.     (N)    115 31 14.     (W)     SCALED    
 SU0880* NAVD 88     -       767.351  (meters)    2517.55   (feet)  ADJUSTED  
 SU0880  ___________________________________________________________________
 SU0880  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 SU0880  DYNAMIC HT  -         767.350 (meters)    2517.55  (feet)  COMP
 SU0880  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 SU0880
 SU0880  VERT ORDER  -  FIRST     CLASS II
 SU0880
 SU0880.The horizontal coordinates were scaled from a topographic map and have
 SU0880.an estimated accuracy of +/- 6 seconds.
 SU0880
 SU0880.The orthometric height was determined by differential leveling
 SU0880.and adjusted by the National Geodetic Survey in June 1991..
 SU0880
 SU0880.The geoid height was determined by GEOID03.
 SU0880
 SU0880.The dynamic height is computed by dividing the NAVD 88
 SU0880.geopotential number by the normal gravity value computed on the
 SU0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0880.degrees latitude (g = 980.6199 gals.).
 SU0880
 SU0880.The modeled gravity was interpolated from observed gravity values.
 SU0880
 SU0880;                    North         East    Units  Estimated Accuracy
 SU0880;SPC MT       -   409,750.      149,500.      MT  (+/- 180 meters Scaled)
 SU0880
 SU0880                          SUPERSEDED SURVEY CONTROL
 SU0880
 SU0880.No superseded survey control is available for this station.
 SU0880
 SU0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN108930(NAD 83)
 SU0880_MARKER: I = METAL ROD
 SU0880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0880_SP_SET: STAINLESS STEEL ROD
 SU0880_STAMPING: J 521 1980
 SU0880_PROJECTION: FLUSH
 SU0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0880_ROD/PIPE-DEPTH: 10.6 meters
 SU0880
 SU0880  HISTORY     - Date     Condition        Report By
 SU0880  HISTORY     - 1980     MONUMENTED       NGS
 SU0880
 SU0880                          STATION DESCRIPTION
 SU0880
 SU0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0880'8.0 KM SE FROM TROUT CREEK.
 SU0880'8.0 KILOMETERS (5.0 MILES) SOUTHWEST ALONG STATE HIGHWAY 200 FROM
 SU0880'THE POST OFFICE IN TROUT CREEK, 0.5 KILOMETER (0.3 MILE) NORTHWEST
 SU0880'OF HIGHWAY MILEPOST 35, AT THE Y JUNCTION OF A GRAVEL ROAD EAST,
 SU0880'17.8 METERS (58.4 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SU0880'14.5 METERS (47.6 FEET) NORTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 SU0880'15.0 METERS (49.3 FEET) SOUTHWEST OF THE CENTERLINE OF A PRIVATE
 SU0880'DRIVE LEADING NORTHWEST, 9.7 METERS (31.8 FEET) NORTHWEST OF A CORNER
 SU0880'POST IN THE HIGHWAY RIGHT-OF-WAY FENCE, 3.75 METERS (12.3 FEET)
 SU0880'SOUTHWEST OF THE FENCE LINE, 0.8 METER (2.7 FEET) SOUTHEAST OF POWER
 SU0880'LINE POLE NUMBER C 288.
 SU0880'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SU0880'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TO0565 ***********************************************************************
 TO0565  DESIGNATION -  J 522
 TO0565  PID         -  TO0565
 TO0565  STATE/COUNTY-  MT/SANDERS
 TO0565  USGS QUAD   -  CABINET (1989)
 TO0565
 TO0565                         *CURRENT SURVEY CONTROL
 TO0565  ___________________________________________________________________
 TO0565* NAD 83(1986)-  48 05 27.     (N)    116 02 19.     (W)     SCALED    
 TO0565* NAVD 88     -       707.203  (meters)    2320.22   (feet)  ADJUSTED  
 TO0565  ___________________________________________________________________
 TO0565  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TO0565  DYNAMIC HT  -         707.211 (meters)    2320.24  (feet)  COMP
 TO0565  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 TO0565
 TO0565  VERT ORDER  -  FIRST     CLASS II
 TO0565
 TO0565.The horizontal coordinates were scaled from a topographic map and have
 TO0565.an estimated accuracy of +/- 6 seconds.
 TO0565
 TO0565.The orthometric height was determined by differential leveling
 TO0565.and adjusted by the National Geodetic Survey in June 1991..
 TO0565
 TO0565.The geoid height was determined by GEOID03.
 TO0565
 TO0565.The dynamic height is computed by dividing the NAVD 88
 TO0565.geopotential number by the normal gravity value computed on the
 TO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0565.degrees latitude (g = 980.6199 gals.).
 TO0565
 TO0565.The modeled gravity was interpolated from observed gravity values.
 TO0565
 TO0565;                    North         East    Units  Estimated Accuracy
 TO0565;SPC MT       -   447,100.      113,690.      MT  (+/- 180 meters Scaled)
 TO0565
 TO0565                          SUPERSEDED SURVEY CONTROL
 TO0565
 TO0565.No superseded survey control is available for this station.
 TO0565
 TO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP715268(NAD 83)
 TO0565_MARKER: I = METAL ROD
 TO0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0565_SP_SET: STAINLESS STEEL ROD
 TO0565_STAMPING: J 522 1980
 TO0565_PROJECTION: FLUSH
 TO0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0565_ROD/PIPE-DEPTH: 6.0  meters
 TO0565
 TO0565  HISTORY     - Date     Condition        Report By
 TO0565  HISTORY     - 1980     MONUMENTED       NGS
 TO0565
 TO0565                          STATION DESCRIPTION
 TO0565
 TO0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0565'14.0 KM SE FROM CLARK FORK.
 TO0565'14.0 KILOMETERS (8.7 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0565'THE PUBLIC SCHOOL IN CLARK FORK, 1.0 KILOMETER (0.6 MILE)
 TO0565'SOUTHEAST OF THE MONTANA-IDAHO STATE LINE, 0.6 KILOMETER (0.4 MILE)
 TO0565'NORTHWEST OF HIGHWAY MILEPOST 1, AT THE Y JUNCTION OF A TRACK ROAD
 TO0565'LEADING SOUTHEAST, 16.2 METERS (53.0 FEET) NORTHEAST OF THE CENTERLINE
 TO0565'OF THE HIGHWAY, 12.4 METERS (40.7 FEET) NORTHWEST OF THE CENTERLINE
 TO0565'OF THE TRACK ROAD, 8.5 METERS (28.0 FEET) NORTHEAST OF THE TOP CENTER
 TO0565'OF THE NORTHEAST END OF A 30-INCH DIAMETER STEEL PIPE CULVERT UNDER
 TO0565'THE HIGHWAY, 1.45 METERS (4.8 FEET) NORTHWEST OF THE NORTHWEST POST
 TO0565'OF A DOUBLE WOODEN-POST BRACE IN THE HIGHWAY RIGHT-OF-WAY FENCE,
 TO0565'0.55 METER (1.8 FEET) SOUTHWEST OF THE FENCE LINE.
 TO0565'THE MARK IS 045 METERS  SE FROM A WITNESS POST.
 TO0565'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0819 ***********************************************************************
 RY0819  DESIGNATION -  J 523
 RY0819  PID         -  RY0819
 RY0819  STATE/COUNTY-  MT/MISSOULA
 RY0819  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0819
 RY0819                         *CURRENT SURVEY CONTROL
 RY0819  ___________________________________________________________________
 RY0819* NAD 83(1986)-  46 39 13.     (N)    114 34 48.     (W)     SCALED    
 RY0819* NAVD 88     -      1491.009  (meters)    4891.75   (feet)  ADJUSTED  
 RY0819  ___________________________________________________________________
 RY0819  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 RY0819  DYNAMIC HT  -        1490.613 (meters)    4890.45  (feet)  COMP
 RY0819  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 RY0819
 RY0819  VERT ORDER  -  FIRST     CLASS II
 RY0819
 RY0819.The horizontal coordinates were scaled from a topographic map and have
 RY0819.an estimated accuracy of +/- 6 seconds.
 RY0819
 RY0819.The orthometric height was determined by differential leveling
 RY0819.and adjusted by the National Geodetic Survey in June 1991..
 RY0819
 RY0819.The geoid height was determined by GEOID03.
 RY0819
 RY0819.The dynamic height is computed by dividing the NAVD 88
 RY0819.geopotential number by the normal gravity value computed on the
 RY0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0819.degrees latitude (g = 980.6199 gals.).
 RY0819
 RY0819.The modeled gravity was interpolated from observed gravity values.
 RY0819
 RY0819;                    North         East    Units  Estimated Accuracy
 RY0819;SPC MT       -   279,690.      211,650.      MT  (+/- 180 meters Scaled)
 RY0819
 RY0819                          SUPERSEDED SURVEY CONTROL
 RY0819
 RY0819.No superseded survey control is available for this station.
 RY0819
 RY0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM851695(NAD 83)
 RY0819_MARKER: DB = BENCH MARK DISK
 RY0819_SETTING: 66 = SET IN ROCK OUTCROP
 RY0819_SP_SET: ROCK OUTCROP
 RY0819_STAMPING: J 523 1980
 RY0819_MARK LOGO: NGS   
 RY0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0819+STABILITY: POSITION/ELEVATION WELL
 RY0819
 RY0819  HISTORY     - Date     Condition        Report By
 RY0819  HISTORY     - 1980     MONUMENTED       NGS
 RY0819
 RY0819                          STATION DESCRIPTION
 RY0819
 RY0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0819'10.0 KM (6.2 MI) SW FROM LOLO HOT SPRINGS.
 RY0819'10.0 KILOMETERS (6.2 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0819'OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.5 KILOMETER
 RY0819'(0.3 MILE) NORTH OF HIGHWAY MILEPOST 1, ON THE INSIDE OF A HIGHWAY
 RY0819'CURVE, SET IN TOP OF A SMALL GRANITE LEDGE IN A BEDROCK HIGHWAY CUT,
 RY0819'9.15 METERS (30.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 RY0819'100 METERS (329 FEET) SOUTHEAST OF THE SOUTHWEST END OF A 24-INCH
 RY0819'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY.
 RY0819'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RY0819'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0913 ***********************************************************************
 SR0913  DESIGNATION -  J 526
 SR0913  PID         -  SR0913
 SR0913  STATE/COUNTY-  MT/PHILLIPS
 SR0913  USGS QUAD   -  COBURN BUTTE (1971)
 SR0913
 SR0913                         *CURRENT SURVEY CONTROL
 SR0913  ___________________________________________________________________
 SR0913* NAD 83(1986)-  47 56 12.     (N)    108 20 45.     (W)     SCALED    
 SR0913* NAVD 88     -       930.956  (meters)    3054.31   (feet)  ADJUSTED  
 SR0913  ___________________________________________________________________
 SR0913  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 SR0913  DYNAMIC HT  -         930.973 (meters)    3054.37  (feet)  COMP
 SR0913  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 SR0913
 SR0913  VERT ORDER  -  FIRST     CLASS II
 SR0913
 SR0913.The horizontal coordinates were scaled from a topographic map and have
 SR0913.an estimated accuracy of +/- 6 seconds.
 SR0913
 SR0913.The orthometric height was determined by differential leveling
 SR0913.and adjusted by the National Geodetic Survey in June 1991..
 SR0913
 SR0913.The geoid height was determined by GEOID03.
 SR0913
 SR0913.The dynamic height is computed by dividing the NAVD 88
 SR0913.geopotential number by the normal gravity value computed on the
 SR0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0913.degrees latitude (g = 980.6199 gals.).
 SR0913
 SR0913.The modeled gravity was interpolated from observed gravity values.
 SR0913
 SR0913;                    North         East    Units  Estimated Accuracy
 SR0913;SPC MT       -   410,290.      686,190.      MT  (+/- 180 meters Scaled)
 SR0913
 SR0913                          SUPERSEDED SURVEY CONTROL
 SR0913
 SR0913.No superseded survey control is available for this station.
 SR0913
 SR0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU982126(NAD 83)
 SR0913_MARKER: I = METAL ROD
 SR0913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0913_SP_SET: STAINLESS STEEL ROD
 SR0913_STAMPING: J 526 1980
 SR0913_PROJECTION: FLUSH
 SR0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0913_ROD/PIPE-DEPTH: 5.8  meters
 SR0913
 SR0913  HISTORY     - Date     Condition        Report By
 SR0913  HISTORY     - 1980     MONUMENTED       NGS
 SR0913
 SR0913                          STATION DESCRIPTION
 SR0913
 SR0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0913'61.0 KM SW FROM MALTA.
 SR0913'61.0 KM (37.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0913'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 SR0913'4.4 KM (2.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 SR0913'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, 0.2 KM (0.15 MI) SOUTH
 SR0913'OF MILE POST 120, 0.6 KM (0.4 MI) SOUTHWEST OF A ROAD LEADING
 SR0913'SOUTHEAST, 38.3 METERS (125.8 FT) NORTHEAST OF A POWER
 SR0913'POLE, 25.4 METERS (83.3 FT) SOUTHEAST OF THE CENTERLINE OF THE
 SR0913'HIGHWAY, AND 0.8 METER (2.7 FT) NORTHWEST OF A FENCE.  NOTE=REFUSAL
 SR0913'WAS REACHED AT 5.8 METERS (19.0 FT).  ACCESS TO THE DATUM POINT IS
 SR0913'THROUGH A 5-INCH LOGO CAP.
 SR0913'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SR0913'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0940 ***********************************************************************
 SR0940  DESIGNATION -  J 527
 SR0940  PID         -  SR0940
 SR0940  STATE/COUNTY-  MT/PHILLIPS
 SR0940  USGS QUAD   -  BELL RIDGE WEST (1954)
 SR0940
 SR0940                         *CURRENT SURVEY CONTROL
 SR0940  ___________________________________________________________________
 SR0940* NAD 83(1986)-  47 41 07.     (N)    108 42 44.     (W)     SCALED    
 SR0940* NAVD 88     -       892.258  (meters)    2927.35   (feet)  ADJUSTED  
 SR0940  ___________________________________________________________________
 SR0940  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 SR0940  DYNAMIC HT  -         892.266 (meters)    2927.38  (feet)  COMP
 SR0940  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 SR0940
 SR0940  VERT ORDER  -  FIRST     CLASS II
 SR0940
 SR0940.The horizontal coordinates were scaled from a topographic map and have
 SR0940.an estimated accuracy of +/- 6 seconds.
 SR0940
 SR0940.The orthometric height was determined by differential leveling
 SR0940.and adjusted by the National Geodetic Survey in June 1991..
 SR0940
 SR0940.The geoid height was determined by GEOID03.
 SR0940
 SR0940.The dynamic height is computed by dividing the NAVD 88
 SR0940.geopotential number by the normal gravity value computed on the
 SR0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0940.degrees latitude (g = 980.6199 gals.).
 SR0940
 SR0940.The modeled gravity was interpolated from observed gravity values.
 SR0940
 SR0940;                    North         East    Units  Estimated Accuracy
 SR0940;SPC MT       -   382,020.      659,110.      MT  (+/- 180 meters Scaled)
 SR0940
 SR0940                          SUPERSEDED SURVEY CONTROL
 SR0940
 SR0940.No superseded survey control is available for this station.
 SR0940
 SR0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT716838(NAD 83)
 SR0940_MARKER: I = METAL ROD
 SR0940_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0940_SP_SET: STAINLESS STEEL ROD
 SR0940_STAMPING: J 527 1980
 SR0940_PROJECTION: FLUSH
 SR0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0940_ROD/PIPE-DEPTH: 6.7  meters
 SR0940
 SR0940  HISTORY     - Date     Condition        Report By
 SR0940  HISTORY     - 1980     MONUMENTED       NGS
 SR0940
 SR0940                          STATION DESCRIPTION
 SR0940
 SR0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0940'53.7 KM NE FROM ROY.
 SR0940'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0940'THENCE 53.7 KM (33.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0940'8.3 KM (5.15 MI) NORTHEAST ALONG U.S. HIGHWAY 191, THENCE 0.2 KM
 SR0940'(0.1 MI) SOUTH ALONG A TRACK ROAD, 8.0 METERS (26.3 FT) WEST OF THE
 SR0940'CENTER OF A TRACK ROAD LEADING SOUTH, 6.4 METERS (20.9 FT) NORTH-
 SR0940'NORTHWEST OF THE NORTH-NORTHWEST GATE POST, 1.1 METERS (3.6 FT)
 SR0940'EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 6.7 METERS (22.0 FT).
 SR0940'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0940'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 SR0940'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0967 ***********************************************************************
 SR0967  DESIGNATION -  J 528
 SR0967  PID         -  SR0967
 SR0967  STATE/COUNTY-  MT/FERGUS
 SR0967  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0967
 SR0967                         *CURRENT SURVEY CONTROL
 SR0967  ___________________________________________________________________
 SR0967* NAD 83(1986)-  47 22 37.     (N)    108 46 40.     (W)     SCALED    
 SR0967* NAVD 88     -      1002.114  (meters)    3287.77   (feet)  ADJUSTED  
 SR0967  ___________________________________________________________________
 SR0967  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 SR0967  DYNAMIC HT  -        1002.078 (meters)    3287.65  (feet)  COMP
 SR0967  MODELED GRAV-     980,541.8   (mgal)                       NAVD 88
 SR0967
 SR0967  VERT ORDER  -  FIRST     CLASS II
 SR0967
 SR0967.The horizontal coordinates were scaled from a topographic map and have
 SR0967.an estimated accuracy of +/- 6 seconds.
 SR0967
 SR0967.The orthometric height was determined by differential leveling
 SR0967.and adjusted by the National Geodetic Survey in June 1991..
 SR0967
 SR0967.The geoid height was determined by GEOID03.
 SR0967
 SR0967.The dynamic height is computed by dividing the NAVD 88
 SR0967.geopotential number by the normal gravity value computed on the
 SR0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0967.degrees latitude (g = 980.6199 gals.).
 SR0967
 SR0967.The modeled gravity was interpolated from observed gravity values.
 SR0967
 SR0967;                    North         East    Units  Estimated Accuracy
 SR0967;SPC MT       -   347,710.      654,510.      MT  (+/- 180 meters Scaled)
 SR0967
 SR0967                          SUPERSEDED SURVEY CONTROL
 SR0967
 SR0967.No superseded survey control is available for this station.
 SR0967
 SR0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT677494(NAD 83)
 SR0967_MARKER: I = METAL ROD
 SR0967_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SR0967+WITH SETTING: INFORMATION.
 SR0967_SP_SET: SHALLOW SET METAL ROD
 SR0967_STAMPING: J 528 1980
 SR0967_PROJECTION: FLUSH
 SR0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0967_ROD/PIPE-DEPTH: 3.7  meters
 SR0967
 SR0967  HISTORY     - Date     Condition        Report By
 SR0967  HISTORY     - 1980     MONUMENTED       NGS
 SR0967
 SR0967                          STATION DESCRIPTION
 SR0967
 SR0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0967'17.8 KM NE FROM ROY.
 SR0967'0.08 KM (0.05 MI) NORTH ALONG THE MAIN STREET FROM THE POST OFFICE
 SR0967'IN ROY, THENCE 17.8 KM (11.05 MI) NORTHEAST ALONG U.S. HIGHWAY 191,
 SR0967'1.0 KM (0.6 MI) SOUTHWEST OF A DRIVEWAY LEADING NORTHWEST, 45.5
 SR0967'METERS (149.4 FT) WEST AND ACROSS THE HIGHWAY FROM MILE POST
 SR0967'69, 27.3 METERS (89.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SR0967'0.9 METERS (2.9 FT) SOUTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED
 SR0967'AND 3.7 METERS (12.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 SR0967'5-INCH LOGO CAP.
 SR0967'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 SR0967'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0961 ***********************************************************************
 SR0961  DESIGNATION -  J 529
 SR0961  PID         -  SR0961
 SR0961  STATE/COUNTY-  MT/FERGUS
 SR0961  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0961
 SR0961                         *CURRENT SURVEY CONTROL
 SR0961  ___________________________________________________________________
 SR0961* NAD 83(1986)-  47 27 02.     (N)    108 45 06.     (W)     SCALED    
 SR0961* NAVD 88     -       926.125  (meters)    3038.46   (feet)  ADJUSTED  
 SR0961  ___________________________________________________________________
 SR0961  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SR0961  DYNAMIC HT  -         926.118 (meters)    3038.44  (feet)  COMP
 SR0961  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 SR0961
 SR0961  VERT ORDER  -  FIRST     CLASS II
 SR0961
 SR0961.The horizontal coordinates were scaled from a topographic map and have
 SR0961.an estimated accuracy of +/- 6 seconds.
 SR0961
 SR0961.The orthometric height was determined by differential leveling
 SR0961.and adjusted by the National Geodetic Survey in June 1991..
 SR0961
 SR0961.The geoid height was determined by GEOID03.
 SR0961
 SR0961.The dynamic height is computed by dividing the NAVD 88
 SR0961.geopotential number by the normal gravity value computed on the
 SR0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0961.degrees latitude (g = 980.6199 gals.).
 SR0961
 SR0961.The modeled gravity was interpolated from observed gravity values.
 SR0961
 SR0961;                    North         East    Units  Estimated Accuracy
 SR0961;SPC MT       -   355,910.      656,400.      MT  (+/- 180 meters Scaled)
 SR0961
 SR0961                          SUPERSEDED SURVEY CONTROL
 SR0961
 SR0961.No superseded survey control is available for this station.
 SR0961
 SR0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT694576(NAD 83)
 SR0961_MARKER: I = METAL ROD
 SR0961_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SR0961+WITH SETTING: INFORMATION.
 SR0961_SP_SET: SHALLOW SET METAL ROD
 SR0961_STAMPING: J 529 1980
 SR0961_PROJECTION: FLUSH
 SR0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0961_ROD/PIPE-DEPTH: 3.7  meters
 SR0961
 SR0961  HISTORY     - Date     Condition        Report By
 SR0961  HISTORY     - 1980     MONUMENTED       NGS
 SR0961
 SR0961                          STATION DESCRIPTION
 SR0961
 SR0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0961'26.8 KM NE FROM ROY.
 SR0961'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0961'THENCE 26.8 KM (16.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0961'22.0 KM (13.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE NORTH
 SR0961'END OF THE MISSOURI RIVER BRIDGE, 0.8 KM (0.5 MI) SOUTHWEST FROM MILE
 SR0961'POST 75, 24.0 METERS (78.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SR0961'7.2 METERS (23.5 FT) EAST OF A POWER POLE, AND 0.5 METER (1.5 FT)
 SR0961'EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 3.7 METERS (12.0 FT).
 SR0961'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0961'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 SR0961'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0091 ***********************************************************************
 TM0091  DESIGNATION -  J 53
 TM0091  PID         -  TM0091
 TM0091  STATE/COUNTY-  MT/GLACIER
 TM0091  USGS QUAD   -  SQUAW MOUNTAIN (1995)
 TM0091
 TM0091                         *CURRENT SURVEY CONTROL
 TM0091  ___________________________________________________________________
 TM0091* NAD 83(1986)-  48 23 55.     (N)    113 15 16.     (W)     SCALED    
 TM0091* NAVD 88     -      1517.582  (meters)    4978.93   (feet)  ADJUSTED  
 TM0091  ___________________________________________________________________
 TM0091  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 TM0091  DYNAMIC HT  -        1517.478 (meters)    4978.59  (feet)  COMP
 TM0091  MODELED GRAV-     980,488.7   (mgal)                       NAVD 88
 TM0091
 TM0091  VERT ORDER  -  FIRST     CLASS II
 TM0091
 TM0091.The horizontal coordinates were scaled from a topographic map and have
 TM0091.an estimated accuracy of +/- 6 seconds.
 TM0091
 TM0091.The orthometric height was determined by differential leveling
 TM0091.and adjusted by the National Geodetic Survey in June 1991..
 TM0091
 TM0091.The geoid height was determined by GEOID03.
 TM0091
 TM0091.The dynamic height is computed by dividing the NAVD 88
 TM0091.geopotential number by the normal gravity value computed on the
 TM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0091.degrees latitude (g = 980.6199 gals.).
 TM0091
 TM0091.The modeled gravity was interpolated from observed gravity values.
 TM0091
 TM0091;                    North         East    Units  Estimated Accuracy
 TM0091;SPC MT       -   467,660.      322,180.      MT  (+/- 180 meters Scaled)
 TM0091
 TM0091                          SUPERSEDED SURVEY CONTROL
 TM0091
 TM0091  NGVD 29 (??/??/92) 1516.288  (m)         4974.69   (f) ADJ UNCH    1 2
 TM0091
 TM0091.Superseded values are not recommended for survey control.
 TM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0091.See file dsdata.txt to determine how the superseded data were derived.
 TM0091
 TM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU331630(NAD 83)
 TM0091_MARKER: DB = BENCH MARK DISK
 TM0091_SETTING: 66 = SET IN ROCK OUTCROP
 TM0091_SP_SET: ROCK LEDGE
 TM0091_STAMPING: J 53 1933
 TM0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0091+STABILITY: POSITION/ELEVATION WELL
 TM0091
 TM0091  HISTORY     - Date     Condition        Report By
 TM0091  HISTORY     - 1933     MONUMENTED       CGS
 TM0091  HISTORY     - 1968     MARK NOT FOUND   USGS
 TM0091
 TM0091                          STATION DESCRIPTION
 TM0091
 TM0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TM0091'4.3 MI SW FROM GLACIER PARK.
 TM0091'4.3 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0091'AT GLACIER PARK, GLACIER COUNTY, 50 FEET SOUTH OF MILEPOST 1143, IN A
 TM0091'SMALL ROCK CUT, 8 FEET WEST OF THE TRACK, IN THE TOP OF A ROCK LEDGE,
 TM0091'AND ABOUT 1 FOOT ABOVE THE TRACK.  A STANDARD DISK, STAMPED J 53 1933.
 TM0091
 TM0091                          STATION RECOVERY (1968)
 TM0091
 TM0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TM0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1348 ***********************************************************************
 SS1348  DESIGNATION -  J 532
 SS1348  PID         -  SS1348
 SS1348  STATE/COUNTY-  MT/CASCADE
 SS1348  USGS QUAD   -  WALTHAM (1972)
 SS1348
 SS1348                         *CURRENT SURVEY CONTROL
 SS1348  ___________________________________________________________________
 SS1348* NAD 83(1986)-  47 30 19.     (N)    110 53 44.     (W)     SCALED    
 SS1348* NAVD 88     -      1037.377  (meters)    3403.46   (feet)  ADJUSTED  
 SS1348  ___________________________________________________________________
 SS1348  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 SS1348  DYNAMIC HT  -        1037.323 (meters)    3403.28  (feet)  COMP
 SS1348  MODELED GRAV-     980,525.4   (mgal)                       NAVD 88
 SS1348  OBS GRAVITY -     980,526.3   (mgal)                       GRAV_OBS
 SS1348
 SS1348  VERT ORDER  -  FIRST     CLASS II
 SS1348
 SS1348.The horizontal coordinates were scaled from a topographic map and have
 SS1348.an estimated accuracy of +/- 6 seconds.
 SS1348
 SS1348.The orthometric height was determined by differential leveling
 SS1348.and adjusted by the National Geodetic Survey in June 1991..
 SS1348
 SS1348.The geoid height was determined by GEOID03.
 SS1348
 SS1348.The dynamic height is computed by dividing the NAVD 88
 SS1348.geopotential number by the normal gravity value computed on the
 SS1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1348.degrees latitude (g = 980.6199 gals.).
 SS1348
 SS1348.The modeled gravity was interpolated from observed gravity values.
 SS1348.The observed gravity was obtained from relative gravimeter ties
 SS1348.to the IGSN71 gravity network.
 SS1348
 SS1348;                    North         East    Units  Estimated Accuracy
 SS1348;SPC MT       -   362,660.      494,930.      MT  (+/- 180 meters Scaled)
 SS1348
 SS1348                          SUPERSEDED SURVEY CONTROL
 SS1348
 SS1348.No superseded survey control is available for this station.
 SS1348
 SS1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT078613(NAD 83)
 SS1348_MARKER: I = METAL ROD
 SS1348_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1348_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1348_STAMPING: J 532 1980
 SS1348_PROJECTION: FLUSH
 SS1348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1348+STABILITY: POSITION/ELEVATION WELL
 SS1348_ROD/PIPE-DEPTH: 14.9 meters
 SS1348_SLEEVE-DEPTH  : 12.2 meters
 SS1348
 SS1348  HISTORY     - Date     Condition        Report By
 SS1348  HISTORY     - 1980     MONUMENTED       NGS
 SS1348
 SS1348                          STATION DESCRIPTION
 SS1348
 SS1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1348'14.2 KM NORTH FROM BELT.
 SS1348'14.2 KM (8.8 MI) NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE IN
 SS1348'BELT AT THE JUNCTION OF STATE HIGHWAYS 331 AND 228, 34.6 METERS (113.6
 SS1348'FT) EAST OF THE CENTERLINE OF HIGHWAY 331, 12.8 METERS (42 FT) SOUTH
 SS1348'OF THE CENTER OF A GRAVEL ROAD AND 0.9 METER (3.0 FT) NORTH OF A FENCE
 SS1348'NOTE=REFUSAL WAS REACHED AT 14.9 METERS (49 FT) AND ACCESS TO THE
 SS1348'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1348'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 SS1348'THE MARK IS 0.5 M BELOW THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1573 ***********************************************************************
 SS1573  DESIGNATION -  J 533 RESET
 SS1573  PID         -  SS1573
 SS1573  STATE/COUNTY-  MT/JUDITH BASIN
 SS1573  USGS QUAD   -  BENCHLAND (1978)
 SS1573
 SS1573                         *CURRENT SURVEY CONTROL
 SS1573  ___________________________________________________________________
 SS1573* NAD 83(1986)-  47 03 18.     (N)    110 03 08.     (W)     SCALED    
 SS1573* NAVD 88     -      1344.28   (meters)    4410.4    (feet)  RESET     
 SS1573  ___________________________________________________________________
 SS1573  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 SS1573
 SS1573  VERT ORDER  -  THIRD
 SS1573
 SS1573.The horizontal coordinates were scaled from a topographic map and have
 SS1573.an estimated accuracy of +/- 6 seconds.
 SS1573
 SS1573.The orthometric height was computed from unverified reset data.
 SS1573.No vertical observational check was made to the station.
 SS1573
 SS1573.The geoid height was determined by GEOID03.
 SS1573
 SS1573;                    North         East    Units  Estimated Accuracy
 SS1573;SPC MT       -   311,840.      558,070.      MT  (+/- 180 meters Scaled)
 SS1573
 SS1573                          SUPERSEDED SURVEY CONTROL
 SS1573
 SS1573.No superseded survey control is available for this station.
 SS1573
 SS1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT719117(NAD 83)
 SS1573_MARKER: DD = SURVEY DISK
 SS1573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1573_SP_SET: METAL PIPE IN CONCRETE
 SS1573_STAMPING: J 533 RESET 1991
 SS1573_MARK LOGO: MTDH  
 SS1573_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 SS1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1573+STABILITY: SURFACE MOTION
 SS1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SS1573+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SS1573
 SS1573  HISTORY     - Date     Condition        Report By
 SS1573  HISTORY     - 1991     MONUMENTED       MTDH
 SS1573
 SS1573                          STATION DESCRIPTION
 SS1573
 SS1573'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1991
 SS1573'THE STATION IS LOCATED 10.8 KM (6.71 MI) WEST OF MOCCASIN, ALONG THE
 SS1573'SOUTH RIGHT OF WAY OF U.S. HIGHWAY 87 AND AT A ROAD JUNCTION.  TO
 SS1573'REACH THE STATION FROM THE MOCCASIN POST OFFICE, GO NORTH ON A GRAVEL
 SS1573'STREET FOR 0.2 KM (0.12 MI) TO THE JUNCTION WITH U.S. HIGHWAY 87,
 SS1573'TURN LEFT AND GO WEST ON THE HIGHWAY FOR 10.8 KM (6.71 MI) TO THE
 SS1573'MARK ON THE RIGHT, A MONTANA DEPARTMENT OF TRANSPORTATION PRECAST
 SS1573'ALUMINUM MARK SET IN A MASS OF CONCRETE, 9.2 M (30.18 FT) WEST OF THE
 SS1573'CENTER OF A GRAVEL ROAD, 4.4 M (14.44 FT) NORTH-NORTHEAST OF A POWER
 SS1573'POLE, 3.0 M (9.84 FT) SOUTH OF A TELEPHONE PEDISTAL AND 0.38 M (1.25
 SS1573'FT) EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1343 ***********************************************************************
 SS1343  DESIGNATION -  J 534
 SS1343  PID         -  SS1343
 SS1343  STATE/COUNTY-  MT/CASCADE
 SS1343  USGS QUAD   -  BELT (1982)
 SS1343
 SS1343                         *CURRENT SURVEY CONTROL
 SS1343  ___________________________________________________________________
 SS1343* NAD 83(1986)-  47 26 06.     (N)    110 55 23.     (W)     SCALED    
 SS1343* NAVD 88     -      1059.180  (meters)    3474.99   (feet)  ADJUSTED  
 SS1343  ___________________________________________________________________
 SS1343  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 SS1343  DYNAMIC HT  -        1059.097 (meters)    3474.72  (feet)  COMP
 SS1343  MODELED GRAV-     980,498.5   (mgal)                       NAVD 88
 SS1343
 SS1343  VERT ORDER  -  FIRST     CLASS II
 SS1343
 SS1343.The horizontal coordinates were scaled from a topographic map and have
 SS1343.an estimated accuracy of +/- 6 seconds.
 SS1343
 SS1343.The orthometric height was determined by differential leveling
 SS1343.and adjusted by the National Geodetic Survey in June 1991..
 SS1343
 SS1343.The geoid height was determined by GEOID03.
 SS1343
 SS1343.The dynamic height is computed by dividing the NAVD 88
 SS1343.geopotential number by the normal gravity value computed on the
 SS1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1343.degrees latitude (g = 980.6199 gals.).
 SS1343
 SS1343.The modeled gravity was interpolated from observed gravity values.
 SS1343
 SS1343;                    North         East    Units  Estimated Accuracy
 SS1343;SPC MT       -   354,880.      492,720.      MT  (+/- 180 meters Scaled)
 SS1343
 SS1343                          SUPERSEDED SURVEY CONTROL
 SS1343
 SS1343.No superseded survey control is available for this station.
 SS1343
 SS1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT058535(NAD 83)
 SS1343_MARKER: I = METAL ROD
 SS1343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1343_SP_SET: STAINLESS STEEL ROD
 SS1343_STAMPING: J 534 1980
 SS1343_PROJECTION: FLUSH
 SS1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1343_ROD/PIPE-DEPTH: 7.3  meters
 SS1343
 SS1343  HISTORY     - Date     Condition        Report By
 SS1343  HISTORY     - 1980     MONUMENTED       NGS
 SS1343
 SS1343                          STATION DESCRIPTION
 SS1343
 SS1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1343'5.4 KM NORTH FROM BELT.
 SS1343'5.4 KM (3.35 MI) NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE IN
 SS1343'BELT, 21.3 METERS (69.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.6
 SS1343'METERS (2.0 FT) WEST OF A UTILITY POLE WITH A GUY WIRE AND 0.3 METERS
 SS1343'(1.0 FT) WEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 7.3 METERS
 SS1343'(24 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1343'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 SS1343'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0612 ***********************************************************************
 RV0612  DESIGNATION -  J 535
 RV0612  PID         -  RV0612
 RV0612  STATE/COUNTY-  MT/FERGUS
 RV0612  USGS QUAD   -  MOORE (1970)
 RV0612
 RV0612                         *CURRENT SURVEY CONTROL
 RV0612  ___________________________________________________________________
 RV0612* NAD 83(1986)-  46 57 56.     (N)    109 44 42.     (W)     SCALED    
 RV0612* NAVD 88     -      1235.471  (meters)    4053.37   (feet)  ADJUSTED  
 RV0612  ___________________________________________________________________
 RV0612  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 RV0612  DYNAMIC HT  -        1235.284 (meters)    4052.76  (feet)  COMP
 RV0612  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 RV0612
 RV0612  VERT ORDER  -  FIRST     CLASS II
 RV0612
 RV0612.The horizontal coordinates were scaled from a topographic map and have
 RV0612.an estimated accuracy of +/- 6 seconds.
 RV0612
 RV0612.The orthometric height was determined by differential leveling
 RV0612.and adjusted by the National Geodetic Survey in June 1991..
 RV0612
 RV0612.The geoid height was determined by GEOID03.
 RV0612
 RV0612.The dynamic height is computed by dividing the NAVD 88
 RV0612.geopotential number by the normal gravity value computed on the
 RV0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0612.degrees latitude (g = 980.6199 gals.).
 RV0612
 RV0612.The modeled gravity was interpolated from observed gravity values.
 RV0612
 RV0612;                    North         East    Units  Estimated Accuracy
 RV0612;SPC MT       -   301,780.      581,370.      MT  (+/- 180 meters Scaled)
 RV0612
 RV0612                          SUPERSEDED SURVEY CONTROL
 RV0612
 RV0612.No superseded survey control is available for this station.
 RV0612
 RV0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT954021(NAD 83)
 RV0612_MARKER: I = METAL ROD
 RV0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0612_SP_SET: STAINLESS STEEL ROD
 RV0612_STAMPING: J 535 1980
 RV0612_MARK LOGO: NGS   
 RV0612_PROJECTION: FLUSH
 RV0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0612_ROD/PIPE-DEPTH: 7.3  meters
 RV0612
 RV0612  HISTORY     - Date     Condition        Report By
 RV0612  HISTORY     - 1980     MONUMENTED       NGS
 RV0612
 RV0612                          STATION DESCRIPTION
 RV0612
 RV0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0612'2.0 KM (1.25 MI) SOUTH FROM EDDIES CORNER.
 RV0612'2.0 KM (1.25 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF
 RV0612'U.S. HIGHWAYS 87 AND 191 IN EDDIES CORNER, 0.4 KM (0.25 MI) SOUTH OF A
 RV0612'CROSSROAD, 20.1 METERS (65.8 FT) SOUTHEAST OF THE EAST END OF A 1 FOOT
 RV0612'CONCRETE CULVERT, 18.8 METERS (61.8 FT) EAST OF THE CENTERLINE OF THE
 RV0612'HIGHWAY, 9.6 METERS (31.6 FT) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY
 RV0612'TO THE TYLER RANCH, 1.1 METERS (3.7 FT) SOUTH OF A FENCE CORNER AND
 RV0612'0.6 METER (1.9 FT) SOUTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 RV0612'7.3 (24.0 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RV0612'CAP.
 RV0612'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 RV0612'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0649 ***********************************************************************
 RV0649  DESIGNATION -  J 536
 RV0649  PID         -  RV0649
 RV0649  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0649  USGS QUAD   -  RYEGATE WEST (1986)
 RV0649
 RV0649                         *CURRENT SURVEY CONTROL
 RV0649  ___________________________________________________________________
 RV0649* NAD 83(1986)-  46 18 03.     (N)    109 19 51.     (W)     SCALED    
 RV0649* NAVD 88     -      1141.000  (meters)    3743.43   (feet)  ADJUSTED  
 RV0649  ___________________________________________________________________
 RV0649  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 RV0649  DYNAMIC HT  -        1140.804 (meters)    3742.79  (feet)  COMP
 RV0649  MODELED GRAV-     980,403.2   (mgal)                       NAVD 88
 RV0649
 RV0649  VERT ORDER  -  FIRST     CLASS II
 RV0649
 RV0649.The horizontal coordinates were scaled from a topographic map and have
 RV0649.an estimated accuracy of +/- 6 seconds.
 RV0649
 RV0649.The orthometric height was determined by differential leveling
 RV0649.and adjusted by the National Geodetic Survey in June 1991..
 RV0649
 RV0649.The geoid height was determined by GEOID03.
 RV0649
 RV0649.The dynamic height is computed by dividing the NAVD 88
 RV0649.geopotential number by the normal gravity value computed on the
 RV0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0649.degrees latitude (g = 980.6199 gals.).
 RV0649
 RV0649.The modeled gravity was interpolated from observed gravity values.
 RV0649
 RV0649;                    North         East    Units  Estimated Accuracy
 RV0649;SPC MT       -   227,910.      613,030.      MT  (+/- 180 meters Scaled)
 RV0649
 RV0649                          SUPERSEDED SURVEY CONTROL
 RV0649
 RV0649.No superseded survey control is available for this station.
 RV0649
 RV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS285288(NAD 83)
 RV0649_MARKER: DB = BENCH MARK DISK
 RV0649_SETTING: 66 = SET IN ROCK OUTCROP
 RV0649_SP_SET: ROCK OUTCROP
 RV0649_STAMPING: J 536 1980
 RV0649_MARK LOGO: NGS   
 RV0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0649+STABILITY: POSITION/ELEVATION WELL
 RV0649
 RV0649  HISTORY     - Date     Condition        Report By
 RV0649  HISTORY     - 1980     MONUMENTED       NGS
 RV0649
 RV0649                          STATION DESCRIPTION
 RV0649
 RV0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0649'6.0 KM (3.7 MI) NW FROM RYEGATE.
 RV0649'6.0 KM (3.7 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE
 RV0649'IN RYEGATE, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 126, 0.1 KM (0.05
 RV0649'MI) SOUTHEAST OF A POWERLINE CROSSING THE HIGHWAY, AT THE NORTHEAST
 RV0649'END OF A LARGE PULL OFF, 20.4 METERS (66.8 FT) SOUTH-SOUTHWEST OF THE
 RV0649'CENTERLINE OF THE HIGHWAY AND 8.7 METERS (28.5 FT) NORTH-NORTHEAST OF
 RV0649'THE EDGE OF A DROP OFF.
 RV0649'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 RV0649'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0674 ***********************************************************************
 RV0674  DESIGNATION -  J 537
 RV0674  PID         -  RV0674
 RV0674  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0674  USGS QUAD   -  BELMONT (1979)
 RV0674
 RV0674                         *CURRENT SURVEY CONTROL
 RV0674  ___________________________________________________________________
 RV0674* NAD 83(1986)-  46 13 56.     (N)    108 55 57.     (W)     SCALED    
 RV0674* NAVD 88     -      1100.512  (meters)    3610.60   (feet)  ADJUSTED  
 RV0674  ___________________________________________________________________
 RV0674  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 RV0674  DYNAMIC HT  -        1100.312 (meters)    3609.94  (feet)  COMP
 RV0674  MODELED GRAV-     980,394.9   (mgal)                       NAVD 88
 RV0674
 RV0674  VERT ORDER  -  FIRST     CLASS II
 RV0674
 RV0674.The horizontal coordinates were scaled from a topographic map and have
 RV0674.an estimated accuracy of +/- 6 seconds.
 RV0674
 RV0674.The orthometric height was determined by differential leveling
 RV0674.and adjusted by the National Geodetic Survey in June 1991..
 RV0674
 RV0674.The geoid height was determined by GEOID03.
 RV0674
 RV0674.The dynamic height is computed by dividing the NAVD 88
 RV0674.geopotential number by the normal gravity value computed on the
 RV0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0674.degrees latitude (g = 980.6199 gals.).
 RV0674
 RV0674.The modeled gravity was interpolated from observed gravity values.
 RV0674
 RV0674;                    North         East    Units  Estimated Accuracy
 RV0674;SPC MT       -   220,440.      643,750.      MT  (+/- 180 meters Scaled)
 RV0674
 RV0674                          SUPERSEDED SURVEY CONTROL
 RV0674
 RV0674.No superseded survey control is available for this station.
 RV0674
 RV0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS594219(NAD 83)
 RV0674_MARKER: I = METAL ROD
 RV0674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0674_SP_SET: STAINLESS STEEL ROD
 RV0674_STAMPING: J 537 1980
 RV0674_MARK LOGO: NGS   
 RV0674_PROJECTION: FLUSH
 RV0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0674_ROD/PIPE-DEPTH: 7.3  meters
 RV0674
 RV0674  HISTORY     - Date     Condition        Report By
 RV0674  HISTORY     - 1980     MONUMENTED       NGS
 RV0674
 RV0674                          STATION DESCRIPTION
 RV0674
 RV0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0674'7.0 KM (4.35 MI) SSE FROM LAVINA.
 RV0674'7.0 KM (4.35 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST
 RV0674'OFFICE IN LAVINA, 0.8 KM (0.5 MI) NORTH OF MILEPOST 41, 37.6 METERS
 RV0674'(123.2 FT) SOUTHEAST OF A POWER POLE, 15.2 METERS (49.8 FT) SOUTHWEST
 RV0674'OF THE CENTERLINE OF THE HIGHWAY, 3.7 METERS (12.2 FT)
 RV0674'SOUTH-SOUTHEAST OF THE CENTER OF A GATE AND TRACK ROAD LEADING INTO
 RV0674'A PASTURE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RV0674'CAP.
 RV0674'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 RV0674'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0375 ***********************************************************************
 QW0375  DESIGNATION -  J 538
 QW0375  PID         -  QW0375
 QW0375  STATE/COUNTY-  MT/YELLOWSTONE
 QW0375  USGS QUAD   -  ROCK SPRING (1956)
 QW0375
 QW0375                         *CURRENT SURVEY CONTROL
 QW0375  ___________________________________________________________________
 QW0375* NAD 83(1986)-  45 53 09.     (N)    108 52 51.     (W)     SCALED    
 QW0375* NAVD 88     -      1263.876  (meters)    4146.57   (feet)  ADJUSTED  
 QW0375  ___________________________________________________________________
 QW0375  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 QW0375  DYNAMIC HT  -        1263.575 (meters)    4145.58  (feet)  COMP
 QW0375  MODELED GRAV-     980,332.9   (mgal)                       NAVD 88
 QW0375
 QW0375  VERT ORDER  -  FIRST     CLASS II
 QW0375
 QW0375.The horizontal coordinates were scaled from a topographic map and have
 QW0375.an estimated accuracy of +/- 6 seconds.
 QW0375
 QW0375.The orthometric height was determined by differential leveling
 QW0375.and adjusted by the National Geodetic Survey in June 1991..
 QW0375
 QW0375.The geoid height was determined by GEOID03.
 QW0375
 QW0375.The dynamic height is computed by dividing the NAVD 88
 QW0375.geopotential number by the normal gravity value computed on the
 QW0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0375.degrees latitude (g = 980.6199 gals.).
 QW0375
 QW0375.The modeled gravity was interpolated from observed gravity values.
 QW0375
 QW0375;                    North         East    Units  Estimated Accuracy
 QW0375;SPC MT       -   181,980.      648,040.      MT  (+/- 180 meters Scaled)
 QW0375
 QW0375                          SUPERSEDED SURVEY CONTROL
 QW0375
 QW0375.No superseded survey control is available for this station.
 QW0375
 QW0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR644835(NAD 83)
 QW0375_MARKER: I = METAL ROD
 QW0375_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0375+WITH SETTING: INFORMATION.
 QW0375_SP_SET: SHALLOW SET METAL ROD
 QW0375_STAMPING: J 538 1980
 QW0375_MARK LOGO: NGS   
 QW0375_PROJECTION: FLUSH
 QW0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0375_ROD/PIPE-DEPTH: 3.0  meters
 QW0375
 QW0375  HISTORY     - Date     Condition        Report By
 QW0375  HISTORY     - 1980     MONUMENTED       NGS
 QW0375
 QW0375                          STATION DESCRIPTION
 QW0375
 QW0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0375'25.3 KM (15.75 MI) SOUT FROM BROADVIEW.
 QW0375'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 QW0375'IN BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532,
 QW0375'THENCE 23.9 KM (14.85 MI) SOUTH ALONG COUNTY ROAD 532, AT THE
 QW0375'SOUTHEAST CORNER OF A CROSSROAD, 10.1 METERS (33.2 FT) EAST OF
 QW0375'THE CENTER OF THE ROAD, 7.7 METERS (25.4 FT) SOUTH OF THE CENTER
 QW0375'OF A ROAD LEADING EAST, 2.0 METERS (6.4 FT) EAST OF A FENCE CORNER
 QW0375'AND 1.2 METERS (4.0 FT) SOUTHEAST OF A JUNCTION UTILITY POLE WITH
 QW0375'A GUY WIRE.  NOTE=REFUSAL WAS REACHED AT 3.0 METERS (10.0 FT).
 QW0375'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0375'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 QW0375'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0475 ***********************************************************************
 TJ0475  DESIGNATION -  J 539
 TJ0475  PID         -  TJ0475
 TJ0475  STATE/COUNTY-  MT/PHILLIPS
 TJ0475  USGS QUAD   -  LAKE BOWDOIN (1984)
 TJ0475
 TJ0475                         *CURRENT SURVEY CONTROL
 TJ0475  ___________________________________________________________________
 TJ0475* NAD 83(1986)-  48 23 28.     (N)    107 44 21.     (W)     SCALED    
 TJ0475* NAVD 88     -       688.380  (meters)    2258.46   (feet)  ADJUSTED  
 TJ0475  ___________________________________________________________________
 TJ0475  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 TJ0475  DYNAMIC HT  -         688.467 (meters)    2258.75  (feet)  COMP
 TJ0475  MODELED GRAV-     980,715.6   (mgal)                       NAVD 88
 TJ0475
 TJ0475  VERT ORDER  -  FIRST     CLASS II
 TJ0475
 TJ0475.The horizontal coordinates were scaled from a topographic map and have
 TJ0475.an estimated accuracy of +/- 6 seconds.
 TJ0475
 TJ0475.The orthometric height was determined by differential leveling
 TJ0475.and adjusted by the National Geodetic Survey in June 1991..
 TJ0475
 TJ0475.The geoid height was determined by GEOID03.
 TJ0475
 TJ0475.The dynamic height is computed by dividing the NAVD 88
 TJ0475.geopotential number by the normal gravity value computed on the
 TJ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0475.degrees latitude (g = 980.6199 gals.).
 TJ0475
 TJ0475.The modeled gravity was interpolated from observed gravity values.
 TJ0475
 TJ0475;                    North         East    Units  Estimated Accuracy
 TJ0475;SPC MT       -   461,630.      730,350.      MT  (+/- 180 meters Scaled)
 TJ0475
 TJ0475                          SUPERSEDED SURVEY CONTROL
 TJ0475
 TJ0475.No superseded survey control is available for this station.
 TJ0475
 TJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP972633(NAD 83)
 TJ0475_MARKER: I = METAL ROD
 TJ0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0475_SP_SET: STAINLESS STEEL ROD
 TJ0475_STAMPING: J 539 1980
 TJ0475_MARK LOGO: NGS   
 TJ0475_PROJECTION: FLUSH
 TJ0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0475_ROD/PIPE-DEPTH: 7.3  meters
 TJ0475
 TJ0475  HISTORY     - Date     Condition        Report By
 TJ0475  HISTORY     - 1980     MONUMENTED       NGS
 TJ0475  HISTORY     - 1982     GOOD             NGS
 TJ0475
 TJ0475                          STATION DESCRIPTION
 TJ0475
 TJ0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0475'11.4 KM (7.05 MI) EAST FROM MALTA.
 TJ0475'8.0 KM (4.95 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0475'RAILROAD STATION IN MALTA, THENCE 3.4 KM (2.1 MI) EAST ALONG A PAVED
 TJ0475'ROAD, 24.7 METERS (81.0 FT) NORTHWEST OF A T-FENCE CORNER,
 TJ0475'AND 11.3 METERS (37.0 FT) NORTHWEST OF THE CENTER OF
 TJ0475'THE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 TJ0475'CAP.
 TJ0475'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST AND FENCE
 TJ0475'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 TJ0475
 TJ0475                          STATION RECOVERY (1982)
 TJ0475
 TJ0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TJ0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0015 ***********************************************************************
 TM0015  DESIGNATION -  J 54
 TM0015  PID         -  TM0015
 TM0015  STATE/COUNTY-  MT/TOOLE
 TM0015  USGS QUAD   -  ETHRIDGE (1966)
 TM0015
 TM0015                         *CURRENT SURVEY CONTROL
 TM0015  ___________________________________________________________________
 TM0015* NAD 83(1986)-  48 33 38.     (N)    112 07 18.     (W)     SCALED    
 TM0015* NAVD 88     -      1078.356  (meters)    3537.91   (feet)  ADJUSTED  
 TM0015  ___________________________________________________________________
 TM0015  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 TM0015  DYNAMIC HT  -        1078.405 (meters)    3538.07  (feet)  COMP
 TM0015  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 TM0015
 TM0015  VERT ORDER  -  FIRST     CLASS II
 TM0015
 TM0015.The horizontal coordinates were scaled from a topographic map and have
 TM0015.an estimated accuracy of +/- 6 seconds.
 TM0015
 TM0015.The orthometric height was determined by differential leveling
 TM0015.and adjusted by the National Geodetic Survey in June 1991..
 TM0015.WARNING-Repeat measurements at this control monument indicate possible
 TM0015.vertical movement.
 TM0015
 TM0015.The geoid height was determined by GEOID03.
 TM0015
 TM0015.The dynamic height is computed by dividing the NAVD 88
 TM0015.geopotential number by the normal gravity value computed on the
 TM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0015.degrees latitude (g = 980.6199 gals.).
 TM0015
 TM0015.The modeled gravity was interpolated from observed gravity values.
 TM0015
 TM0015;                    North         East    Units  Estimated Accuracy
 TM0015;SPC MT       -   482,240.      406,570.      MT  (+/- 180 meters Scaled)
 TM0015
 TM0015                          SUPERSEDED SURVEY CONTROL
 TM0015
 TM0015  NGVD 29 (??/??/92) 1077.283  (m)         3534.39   (f) ADJ UNCH    1 2
 TM0015
 TM0015.Superseded values are not recommended for survey control.
 TM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0015.See file dsdata.txt to determine how the superseded data were derived.
 TM0015
 TM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU172792(NAD 83)
 TM0015_MARKER: DB = BENCH MARK DISK
 TM0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0015_STAMPING: J 54 1933
 TM0015_PROJECTION: PROJECTING 3 CENTIMETERS
 TM0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0015+STABILITY: SURFACE MOTION
 TM0015
 TM0015  HISTORY     - Date     Condition        Report By
 TM0015  HISTORY     - 1933     MONUMENTED       CGS
 TM0015  HISTORY     - 1960     GOOD             DOD
 TM0015  HISTORY     - 1978     GOOD             NGS
 TM0015
 TM0015                          STATION DESCRIPTION
 TM0015
 TM0015'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0015'IN ETHRIDGE.
 TM0015'AT ETHRIDGE, TOOLE COUNTY, ON THE GREAT NORTHERN RAILWAY, 141 FEET
 TM0015'SOUTHEAST OF THE STATION, 42 FEET SOUTH OF THE SOUTH TRACK, AND 34
 TM0015'FEET SOUTH OF A MAIL CRANE.  A STANDARD DISK, STAMPED J 54 1933 AND
 TM0015'SET IN THE TOP OF A CONCRETE POST.
 TM0015
 TM0015                          STATION RECOVERY (1978)
 TM0015
 TM0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TM0015'11.75 MILES WEST ALONG HIGHWAY 2 FROM THE CROSSING OF HIGHWAY 15 IN
 TM0015'SHELBY, AND THENCE 0.35 MILE NORTH ALONG A GRAVEL ROAD TO THE
 TM0015'ETHRIDGE SIDING, 161 FEET WEST OF THE CENTERLINE OF THE ROAD
 TM0015'LEADING NORTH AND SOUTH, 41 FEET SOUTH OF THE SOUTH TRACK, AND 1 FOOT
 TM0015'NORTH OF A WITNESS POST.
 TM0015'THE MARK IS 2 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0499 ***********************************************************************
 TJ0499  DESIGNATION -  J 540
 TJ0499  PID         -  TJ0499
 TJ0499  STATE/COUNTY-  MT/VALLEY
 TJ0499  USGS QUAD   -  HINSDALE NW (1984)
 TJ0499
 TJ0499                         *CURRENT SURVEY CONTROL
 TJ0499  ___________________________________________________________________
 TJ0499* NAD 83(1986)-  48 25 48.     (N)    107 10 32.     (W)     SCALED    
 TJ0499* NAVD 88     -       657.012  (meters)    2155.55   (feet)  ADJUSTED  
 TJ0499  ___________________________________________________________________
 TJ0499  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TJ0499  DYNAMIC HT  -         657.109 (meters)    2155.87  (feet)  COMP
 TJ0499  MODELED GRAV-     980,736.9   (mgal)                       NAVD 88
 TJ0499
 TJ0499  VERT ORDER  -  FIRST     CLASS II
 TJ0499
 TJ0499.The horizontal coordinates were scaled from a topographic map and have
 TJ0499.an estimated accuracy of +/- 6 seconds.
 TJ0499
 TJ0499.The orthometric height was determined by differential leveling
 TJ0499.and adjusted by the National Geodetic Survey in June 1991..
 TJ0499
 TJ0499.The geoid height was determined by GEOID03.
 TJ0499
 TJ0499.The dynamic height is computed by dividing the NAVD 88
 TJ0499.geopotential number by the normal gravity value computed on the
 TJ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0499.degrees latitude (g = 980.6199 gals.).
 TJ0499
 TJ0499.The modeled gravity was interpolated from observed gravity values.
 TJ0499
 TJ0499;                    North         East    Units  Estimated Accuracy
 TJ0499;SPC MT       -   467,040.      771,940.      MT  (+/- 180 meters Scaled)
 TJ0499
 TJ0499                          SUPERSEDED SURVEY CONTROL
 TJ0499
 TJ0499.No superseded survey control is available for this station.
 TJ0499
 TJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP390663(NAD 83)
 TJ0499_MARKER: I = METAL ROD
 TJ0499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0499_SP_SET: STAINLESS STEEL ROD
 TJ0499_STAMPING: J 540 1980
 TJ0499_MARK LOGO: NGS   
 TJ0499_PROJECTION: FLUSH
 TJ0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0499_ROD/PIPE-DEPTH: 12.2 meters
 TJ0499
 TJ0499  HISTORY     - Date     Condition        Report By
 TJ0499  HISTORY     - 1980     MONUMENTED       NGS
 TJ0499
 TJ0499                          STATION DESCRIPTION
 TJ0499
 TJ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0499'8.1 KM (5.05 MI) NW FROM HINSDALE.
 TJ0499'8.1 KM (5.05 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD
 TJ0499'STATION IN HINSDALE, AT A DIRT CROSSROAD LEADING EAST AND WEST, 31.7
 TJ0499'METERS (104.0 FT) SOUTH OF MILE POST 508, 18.3 METERS (60.0 FT)
 TJ0499'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.6 METERS (48.0 FT)
 TJ0499'NORTHWEST OF THE CENTER OF THE ROAD, 0.6 METERS (2.0 FT) NORTH OF A
 TJ0499'FENCE CORNER, AND 0.3 METERS (1.0 FT) NORTHEAST OF A FENCE.
 TJ0499'NOTE=ACCESS  POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0499'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 TJ0499'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0521 ***********************************************************************
 TJ0521  DESIGNATION -  J 541
 TJ0521  PID         -  TJ0521
 TJ0521  STATE/COUNTY-  MT/VALLEY
 TJ0521  USGS QUAD   -  TAMPICO (1978)
 TJ0521
 TJ0521                         *CURRENT SURVEY CONTROL
 TJ0521  ___________________________________________________________________
 TJ0521* NAD 83(1986)-  48 17 56.     (N)    106 48 59.     (W)     SCALED    
 TJ0521* NAVD 88     -       643.007  (meters)    2109.60   (feet)  ADJUSTED  
 TJ0521  ___________________________________________________________________
 TJ0521  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0521  DYNAMIC HT  -         643.080 (meters)    2109.84  (feet)  COMP
 TJ0521  MODELED GRAV-     980,704.8   (mgal)                       NAVD 88
 TJ0521
 TJ0521  VERT ORDER  -  FIRST     CLASS II
 TJ0521
 TJ0521.The horizontal coordinates were scaled from a topographic map and have
 TJ0521.an estimated accuracy of +/- 6 seconds.
 TJ0521
 TJ0521.The orthometric height was determined by differential leveling
 TJ0521.and adjusted by the National Geodetic Survey in June 1991..
 TJ0521
 TJ0521.The geoid height was determined by GEOID03.
 TJ0521
 TJ0521.The dynamic height is computed by dividing the NAVD 88
 TJ0521.geopotential number by the normal gravity value computed on the
 TJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0521.degrees latitude (g = 980.6199 gals.).
 TJ0521
 TJ0521.The modeled gravity was interpolated from observed gravity values.
 TJ0521
 TJ0521;                    North         East    Units  Estimated Accuracy
 TJ0521;SPC MT       -   453,330.      799,000.      MT  (+/- 180 meters Scaled)
 TJ0521
 TJ0521                          SUPERSEDED SURVEY CONTROL
 TJ0521
 TJ0521.No superseded survey control is available for this station.
 TJ0521
 TJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP652511(NAD 83)
 TJ0521_MARKER: I = METAL ROD
 TJ0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0521_SP_SET: STAINLESS STEEL ROD
 TJ0521_STAMPING: J 541 1980
 TJ0521_MARK LOGO: NGS   
 TJ0521_PROJECTION: FLUSH
 TJ0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0521_ROD/PIPE-DEPTH: 7.3  meters
 TJ0521
 TJ0521  HISTORY     - Date     Condition        Report By
 TJ0521  HISTORY     - 1980     MONUMENTED       NGS
 TJ0521
 TJ0521                          STATION DESCRIPTION
 TJ0521
 TJ0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0521'18.1 KM (11.25 MI) NW FROM GLASGOW.
 TJ0521'18.1 KM (11.25 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0521'FROM THE STATION IN GLASGOW, SEVEN POSTS SOUTHEAST OF MILEPOST 289,
 TJ0521'AT A DOUBLE UTILITY POLE WITH FOUR GUY WIRES, 17.9 METERS (58.7 FT)
 TJ0521'NORTHEAST OF THE NORTHEAST RAIL, 13.4 METERS (44.0 FT) SOUTHWEST OF
 TJ0521'THE CENTER OF A ROAD, 1.3 METERS (4.3 FT) EAST OF THE SOUTHEAST 1 OF
 TJ0521'2 UTILITY POLES AND 1.2 METERS (3.9 FT) SOUTH OF THE NORTHEAST POLE.
 TJ0521'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0521'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TJ0521'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0422 ***********************************************************************
 TH0422  DESIGNATION -  J 542
 TH0422  PID         -  TH0422
 TH0422  STATE/COUNTY-  MT/ROOSEVELT
 TH0422  USGS QUAD   -  WOLF POINT (1989)
 TH0422
 TH0422                         *CURRENT SURVEY CONTROL
 TH0422  ___________________________________________________________________
 TH0422* NAD 83(1986)-  48 05 22.     (N)    105 39 28.     (W)     SCALED    
 TH0422* NAVD 88     -       606.515  (meters)    1989.87   (feet)  ADJUSTED  
 TH0422  ___________________________________________________________________
 TH0422  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TH0422  DYNAMIC HT  -         606.587 (meters)    1990.11  (feet)  COMP
 TH0422  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 TH0422
 TH0422  VERT ORDER  -  FIRST     CLASS II
 TH0422
 TH0422.The horizontal coordinates were scaled from a topographic map and have
 TH0422.an estimated accuracy of +/- 6 seconds.
 TH0422
 TH0422.The orthometric height was determined by differential leveling
 TH0422.and adjusted by the National Geodetic Survey in June 1991..
 TH0422
 TH0422.The geoid height was determined by GEOID03.
 TH0422
 TH0422.The dynamic height is computed by dividing the NAVD 88
 TH0422.geopotential number by the normal gravity value computed on the
 TH0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0422.degrees latitude (g = 980.6199 gals.).
 TH0422
 TH0422.The modeled gravity was interpolated from observed gravity values.
 TH0422
 TH0422;                    North         East    Units  Estimated Accuracy
 TH0422;SPC MT       -   433,650.      885,990.      MT  (+/- 180 meters Scaled)
 TH0422
 TH0422                          SUPERSEDED SURVEY CONTROL
 TH0422
 TH0422.No superseded survey control is available for this station.
 TH0422
 TH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP510264(NAD 83)
 TH0422_MARKER: I = METAL ROD
 TH0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0422_SP_SET: STAINLESS STEEL ROD
 TH0422_STAMPING: J 542 1980
 TH0422_MARK LOGO: NGS   
 TH0422_PROJECTION: FLUSH
 TH0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0422_ROD/PIPE-DEPTH: 7.3  meters
 TH0422
 TH0422  HISTORY     - Date     Condition        Report By
 TH0422  HISTORY     - 1980     MONUMENTED       NGS
 TH0422
 TH0422                          STATION DESCRIPTION
 TH0422
 TH0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0422'1.2 KM (0.75 MI) WEST FROM WOLF POINT.
 TH0422'1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION
 TH0422'WITH STATE HIGHWAY 13W, AT A SIDE ROAD LEADING NORTH, 22.1 METERS
 TH0422'(72.5 FT) SOUTHWEST OF THE CENTER OF THE DIRT ROAD LEADING NORTH,
 TH0422'18.1 METERS (59.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 TH0422'HIGHWAY, 13.6 METERS (44.6 FT) SOUTHWEST OF A FENCE CORNER.
 TH0422'NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM POINT IS
 TH0422'THROUGH A 5-INCH LOGO CAP.
 TH0422'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 TH0422'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0460 ***********************************************************************
 TH0460  DESIGNATION -  J 543
 TH0460  PID         -  TH0460
 TH0460  STATE/COUNTY-  MT/ROOSEVELT
 TH0460  USGS QUAD   -  SPROLE (1989)
 TH0460
 TH0460                         *CURRENT SURVEY CONTROL
 TH0460  ___________________________________________________________________
 TH0460* NAD 83(1986)-  48 06 55.     (N)    105 00 20.     (W)     SCALED    
 TH0460* NAVD 88     -       599.954  (meters)    1968.35   (feet)  ADJUSTED  
 TH0460  ___________________________________________________________________
 TH0460  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 TH0460  DYNAMIC HT  -         600.024 (meters)    1968.58  (feet)  COMP
 TH0460  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 TH0460
 TH0460  VERT ORDER  -  FIRST     CLASS II
 TH0460
 TH0460.The horizontal coordinates were scaled from a topographic map and have
 TH0460.an estimated accuracy of +/- 6 seconds.
 TH0460
 TH0460.The orthometric height was determined by differential leveling
 TH0460.and adjusted by the National Geodetic Survey in June 1991..
 TH0460
 TH0460.The geoid height was determined by GEOID03.
 TH0460
 TH0460.The dynamic height is computed by dividing the NAVD 88
 TH0460.geopotential number by the normal gravity value computed on the
 TH0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0460.degrees latitude (g = 980.6199 gals.).
 TH0460
 TH0460.The modeled gravity was interpolated from observed gravity values.
 TH0460
 TH0460;                    North         East    Units  Estimated Accuracy
 TH0460;SPC MT       -   439,100.      934,330.      MT  (+/- 180 meters Scaled)
 TH0460
 TH0460                          SUPERSEDED SURVEY CONTROL
 TH0460
 TH0460.No superseded survey control is available for this station.
 TH0460
 TH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP995291(NAD 83)
 TH0460_MARKER: I = METAL ROD
 TH0460_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TH0460_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TH0460_STAMPING: J 543 1980
 TH0460_MARK LOGO: NGS   
 TH0460_PROJECTION: FLUSH
 TH0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TH0460+STABILITY: POSITION/ELEVATION WELL
 TH0460_ROD/PIPE-DEPTH: 15.5 meters
 TH0460_SLEEVE-DEPTH  : 12.2 meters
 TH0460
 TH0460  HISTORY     - Date     Condition        Report By
 TH0460  HISTORY     - 1980     MONUMENTED       NGS
 TH0460
 TH0460                          STATION DESCRIPTION
 TH0460
 TH0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0460'13.8 KM (8.85 MI) EAST FROM POPLAR.
 TH0460'13.8 KM (8.85 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0460'TRIBAL HEADQUARTERS IN POPLAR, (28.7 METERS (94.0 FT) SOUTHEAST OF
 TH0460'THE CENTERLINE OF THE HIGHWAY, 17.9 METERS (58.8 FT) NORTHWEST OF
 TH0460'THE NEAR RAIL, 12.6 METERS (41.2 FT) SOUTHEAST OF MILE POST 621,
 TH0460'AND 2.0 METERS (6.4 FT) NORTHEAST OF A UTILITY POLE.  NOTE=REFUSAL
 TH0460'WAS REACHED AT 51.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 TH0460'5-INCH LOGO CAP.
 TH0460'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 TH0460'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0461 ***********************************************************************
 TH0461  DESIGNATION -  J 544
 TH0461  PID         -  TH0461
 TH0461  STATE/COUNTY-  MT/ROOSEVELT
 TH0461  USGS QUAD   -  MORTARSTONE BLUFF (1989)
 TH0461
 TH0461                         *CURRENT SURVEY CONTROL
 TH0461  ___________________________________________________________________
 TH0461* NAD 83(1986)-  48 07 22.     (N)    104 59 12.     (W)     SCALED    
 TH0461* NAVD 88     -       594.780  (meters)    1951.37   (feet)  ADJUSTED  
 TH0461  ___________________________________________________________________
 TH0461  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 TH0461  DYNAMIC HT  -         594.847 (meters)    1951.59  (feet)  COMP
 TH0461  MODELED GRAV-     980,705.3   (mgal)                       NAVD 88
 TH0461
 TH0461  VERT ORDER  -  FIRST     CLASS II
 TH0461
 TH0461.The horizontal coordinates were scaled from a topographic map and have
 TH0461.an estimated accuracy of +/- 6 seconds.
 TH0461
 TH0461.The orthometric height was determined by differential leveling
 TH0461.and adjusted by the National Geodetic Survey in June 1991..
 TH0461
 TH0461.The geoid height was determined by GEOID03.
 TH0461
 TH0461.The dynamic height is computed by dividing the NAVD 88
 TH0461.geopotential number by the normal gravity value computed on the
 TH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0461.degrees latitude (g = 980.6199 gals.).
 TH0461
 TH0461.The modeled gravity was interpolated from observed gravity values.
 TH0461
 TH0461;                    North         East    Units  Estimated Accuracy
 TH0461;SPC MT       -   440,020.      935,680.      MT  (+/- 180 meters Scaled)
 TH0461
 TH0461                          SUPERSEDED SURVEY CONTROL
 TH0461
 TH0461.No superseded survey control is available for this station.
 TH0461
 TH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP009299(NAD 83)
 TH0461_MARKER: I = METAL ROD
 TH0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0461_SP_SET: STAINLESS STEEL ROD
 TH0461_STAMPING: J 544 1980
 TH0461_MARK LOGO: NGS   
 TH0461_PROJECTION: FLUSH
 TH0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0461_ROD/PIPE-DEPTH: 7.3  meters
 TH0461
 TH0461  HISTORY     - Date     Condition        Report By
 TH0461  HISTORY     - 1980     MONUMENTED       NGS
 TH0461
 TH0461                          STATION DESCRIPTION
 TH0461
 TH0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0461'15.8 KM (9.8 MI) EAST FROM POPLAR.
 TH0461'15.8 KM (9.8 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0461'TRIBAL HEADQUARTERS IN POPLAR, 59.6 METERS (195.5 FT) NORTHEAST
 TH0461'OF THE CENTER OF A FIELD ENTRANCE ROAD, 30.3 METERS (99.5 FT)
 TH0461'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.0 FT)
 TH0461'NORTHWEST OF THE NEAR RAIL, 14.8 METERS (48.5 FT) SOUTHEAST OF
 TH0461'MILE POST 622, AND 3.4 METERS (11.0 FT) SOUTHWEST OF A UTILITY
 TH0461'POLE.  NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM
 TH0461'POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0461'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 TH0461'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0541 ***********************************************************************
 TH0541  DESIGNATION -  J 545
 TH0541  PID         -  TH0541
 TH0541  STATE/COUNTY-  MT/ROOSEVELT
 TH0541  USGS QUAD   -  FROID (1983)
 TH0541
 TH0541                         *CURRENT SURVEY CONTROL
 TH0541  ___________________________________________________________________
 TH0541* NAD 83(1986)-  48 18 33.     (N)    104 29 53.     (W)     SCALED    
 TH0541* NAVD 88     -       627.411  (meters)    2058.43   (feet)  ADJUSTED  
 TH0541  ___________________________________________________________________
 TH0541  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 TH0541  DYNAMIC HT  -         627.501 (meters)    2058.73  (feet)  COMP
 TH0541  MODELED GRAV-     980,734.4   (mgal)                       NAVD 88
 TH0541
 TH0541  VERT ORDER  -  FIRST     CLASS II
 TH0541
 TH0541.The horizontal coordinates were scaled from a topographic map and have
 TH0541.an estimated accuracy of +/- 6 seconds.
 TH0541
 TH0541.The orthometric height was determined by differential leveling
 TH0541.and adjusted by the National Geodetic Survey in June 1991..
 TH0541
 TH0541.The geoid height was determined by GEOID03.
 TH0541
 TH0541.The dynamic height is computed by dividing the NAVD 88
 TH0541.geopotential number by the normal gravity value computed on the
 TH0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0541.degrees latitude (g = 980.6199 gals.).
 TH0541
 TH0541.The modeled gravity was interpolated from observed gravity values.
 TH0541
 TH0541;                    North         East    Units  Estimated Accuracy
 TH0541;SPC MT       -   462,900.      970,650.      MT  (+/- 180 meters Scaled)
 TH0541
 TH0541                          SUPERSEDED SURVEY CONTROL
 TH0541
 TH0541.No superseded survey control is available for this station.
 TH0541
 TH0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP372507(NAD 83)
 TH0541_MARKER: I = METAL ROD
 TH0541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0541_SP_SET: STAINLESS STEEL ROD
 TH0541_STAMPING: J 545 1980
 TH0541_MARK LOGO: NGS   
 TH0541_PROJECTION: FLUSH
 TH0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0541_ROD/PIPE-DEPTH: 4.3  meters
 TH0541
 TH0541  HISTORY     - Date     Condition        Report By
 TH0541  HISTORY     - 1980     MONUMENTED       NGS
 TH0541
 TH0541                          STATION DESCRIPTION
 TH0541
 TH0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0541'2.9 KM (1.8 MI) SOUTH FROM FROID.
 TH0541'0.2 KM (0.15 MI) SOUTHWEST ALONG COUNTY ROAD 405 FROM THE RAILROAD
 TH0541'STATION IN FROID, THENCE 2.7 KM (1.65 MI) SOUTH ALONG STATE HIGHWAY
 TH0541'16, AT A FIELD ENTRANCE ROAD,
 TH0541'0.8 KM (0.5 MI) NORTH OF A CROSS ROADS, 24.7 METERS (81.0 FT) WEST
 TH0541'OF THE CENTERLINE OF THE HIGHWAY, 22.9 METERS (75.0 FT) SOUTH OF THE
 TH0541'CENTER OF A FIELD ENTRANCE ROAD, 2.7 METERS (8.7 FT) SOUTH OF A
 TH0541'FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 14.0 FT.  ACCESS TO THE
 TH0541'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0541'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 TH0541'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0517 ***********************************************************************
 TH0517  DESIGNATION -  J 547
 TH0517  PID         -  TH0517
 TH0517  STATE/COUNTY-  MT/SHERIDAN
 TH0517  USGS QUAD   -  ANTELOPE (1988)
 TH0517
 TH0517                         *CURRENT SURVEY CONTROL
 TH0517  ___________________________________________________________________
 TH0517* NAD 83(1986)-  48 38 18.     (N)    104 26 02.     (W)     SCALED    
 TH0517* NAVD 88     -       607.132  (meters)    1991.90   (feet)  ADJUSTED  
 TH0517  ___________________________________________________________________
 TH0517  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TH0517  DYNAMIC HT  -         607.233 (meters)    1992.23  (feet)  COMP
 TH0517  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TH0517
 TH0517  VERT ORDER  -  FIRST     CLASS II
 TH0517
 TH0517.The horizontal coordinates were scaled from a topographic map and have
 TH0517.an estimated accuracy of +/- 6 seconds.
 TH0517
 TH0517.The orthometric height was determined by differential leveling
 TH0517.and adjusted by the National Geodetic Survey in June 1991..
 TH0517
 TH0517.The geoid height was determined by GEOID03.
 TH0517
 TH0517.The dynamic height is computed by dividing the NAVD 88
 TH0517.geopotential number by the normal gravity value computed on the
 TH0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0517.degrees latitude (g = 980.6199 gals.).
 TH0517
 TH0517.The modeled gravity was interpolated from observed gravity values.
 TH0517
 TH0517;                    North         East    Units  Estimated Accuracy
 TH0517;SPC MT       -   499,720.      973,040.      MT  (+/- 180 meters Scaled)
 TH0517
 TH0517                          SUPERSEDED SURVEY CONTROL
 TH0517
 TH0517.No superseded survey control is available for this station.
 TH0517
 TH0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP417874(NAD 83)
 TH0517_MARKER: I = METAL ROD
 TH0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0517_SP_SET: STAINLESS STEEL ROD
 TH0517_STAMPING: J 547 1981
 TH0517_MARK LOGO: NGS   
 TH0517_PROJECTION: FLUSH
 TH0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0517_ROD/PIPE-DEPTH: 41   meters
 TH0517
 TH0517  HISTORY     - Date     Condition        Report By
 TH0517  HISTORY     - 1981     MONUMENTED       NGS
 TH0517
 TH0517                          STATION DESCRIPTION
 TH0517
 TH0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0517'17.5 KM (10.85 MI) NORT FROM MEDICINE LAKE.
 TH0517'0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0517'MEDICINE LAKE, THENCE 16.9 KM (10.5 MI) NORTHERLY ALONG STATE
 TH0517'HIGHWAY 16, 0.5 KM (0.3 MI) NORTH OF MILE POST 53, AT A DIRT DRIVEWAY
 TH0517'LEADING EAST TO A DESERTED SHACK, 24.2 METERS (79.5 FT) EAST OF THE
 TH0517'CENTERLINE OF THE HIGHWAY, 5.3 METERS (17.3 FT) NORTH OF THE CENTER
 TH0517'OF THE DRIVEWAY, AND 0.3 METER (1.0 FT) WEST OF A WIRE FENCE.
 TH0517'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0517'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 TH0517'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0492 ***********************************************************************
 TH0492  DESIGNATION -  J 548
 TH0492  PID         -  TH0492
 TH0492  STATE/COUNTY-  MT/SHERIDAN
 TH0492  USGS QUAD   -  RAYMOND (1983)
 TH0492
 TH0492                         *CURRENT SURVEY CONTROL
 TH0492  ___________________________________________________________________
 TH0492* NAD 83(1986)-  48 58 54.     (N)    104 34 30.     (W)     SCALED    
 TH0492* NAVD 88     -       735.122  (meters)    2411.81   (feet)  ADJUSTED  
 TH0492  ___________________________________________________________________
 TH0492  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TH0492  DYNAMIC HT  -         735.248 (meters)    2412.23  (feet)  COMP
 TH0492  MODELED GRAV-     980,757.7   (mgal)                       NAVD 88
 TH0492
 TH0492  VERT ORDER  -  FIRST     CLASS II
 TH0492
 TH0492.The horizontal coordinates were scaled from a topographic map and have
 TH0492.an estimated accuracy of +/- 6 seconds.
 TH0492
 TH0492.The orthometric height was determined by differential leveling
 TH0492.and adjusted by the National Geodetic Survey in June 1991..
 TH0492
 TH0492.The geoid height was determined by GEOID03.
 TH0492
 TH0492.The dynamic height is computed by dividing the NAVD 88
 TH0492.geopotential number by the normal gravity value computed on the
 TH0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0492.degrees latitude (g = 980.6199 gals.).
 TH0492
 TH0492.The modeled gravity was interpolated from observed gravity values.
 TH0492
 TH0492;                    North         East    Units  Estimated Accuracy
 TH0492;SPC MT       -   537,160.      960,260.      MT  (+/- 180 meters Scaled)
 TH0492
 TH0492                          SUPERSEDED SURVEY CONTROL
 TH0492
 TH0492.No superseded survey control is available for this station.
 TH0492
 TH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ310255(NAD 83)
 TH0492_MARKER: I = METAL ROD
 TH0492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0492_SP_SET: STAINLESS STEEL ROD
 TH0492_STAMPING: J 548 1981
 TH0492_MARK LOGO: NGS   
 TH0492_PROJECTION: FLUSH
 TH0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0492_ROD/PIPE-DEPTH: 7.3  meters
 TH0492
 TH0492  HISTORY     - Date     Condition        Report By
 TH0492  HISTORY     - 1981     MONUMENTED       NGS
 TH0492
 TH0492                          STATION DESCRIPTION
 TH0492
 TH0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0492'1.8 KM (1.1 MI) SOUTH FROM REGWAY.
 TH0492'1.8 KM (1.1 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE UNITED
 TH0492'STATES-CANADIAN BORDER IN REGWAY, AT A GRAVELED ROAD LEADING WEST,
 TH0492'22.1 METERS (72.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 17.5
 TH0492'METERS (57.4 FT) SOUTH OF THE CENTER OF THE ROAD, 3.7 METERS
 TH0492'(12.0 FT) SOUTH OF A FENCE CORNER, AND 0.3 METER (1.0 FT) EAST
 TH0492'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TH0492'LOGO CAP.
 TH0492'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TH0492'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0315 ***********************************************************************
 SP0315  DESIGNATION -  J 549
 SP0315  PID         -  SP0315
 SP0315  STATE/COUNTY-  MT/RICHLAND
 SP0315  USGS QUAD   -  FAIRVIEW (1972)
 SP0315
 SP0315                         *CURRENT SURVEY CONTROL
 SP0315  ___________________________________________________________________
 SP0315* NAD 83(1986)-  47 50 26.     (N)    104 03 44.     (W)     SCALED    
 SP0315* NAVD 88     -       587.689  (meters)    1928.11   (feet)  ADJUSTED  
 SP0315  ___________________________________________________________________
 SP0315  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SP0315  DYNAMIC HT  -         587.752 (meters)    1928.32  (feet)  COMP
 SP0315  MODELED GRAV-     980,699.3   (mgal)                       NAVD 88
 SP0315
 SP0315  VERT ORDER  -  FIRST     CLASS II
 SP0315
 SP0315.The horizontal coordinates were scaled from a topographic map and have
 SP0315.an estimated accuracy of +/- 6 seconds.
 SP0315
 SP0315.The orthometric height was determined by differential leveling
 SP0315.and adjusted by the National Geodetic Survey in June 1991..
 SP0315
 SP0315.The geoid height was determined by GEOID03.
 SP0315
 SP0315.The dynamic height is computed by dividing the NAVD 88
 SP0315.geopotential number by the normal gravity value computed on the
 SP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0315.degrees latitude (g = 980.6199 gals.).
 SP0315
 SP0315.The modeled gravity was interpolated from observed gravity values.
 SP0315
 SP0315;                    North         East    Units  Estimated Accuracy
 SP0315;SPC MT       -   413,090.    1,006,510.      MT  (+/- 180 meters Scaled)
 SP0315
 SP0315                          SUPERSEDED SURVEY CONTROL
 SP0315
 SP0315.No superseded survey control is available for this station.
 SP0315
 SP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN701990(NAD 83)
 SP0315_MARKER: I = METAL ROD
 SP0315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0315_SP_SET: STAINLESS STEEL ROD
 SP0315_STAMPING: J 549 1981
 SP0315_MARK LOGO: NGS   
 SP0315_PROJECTION: FLUSH
 SP0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 SP0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0315_ROD/PIPE-DEPTH: 8.5  meters
 SP0315
 SP0315  HISTORY     - Date     Condition        Report By
 SP0315  HISTORY     - 1981     MONUMENTED       NGS
 SP0315  HISTORY     - 19860513 GOOD             NGS
 SP0315
 SP0315                          STATION DESCRIPTION
 SP0315
 SP0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0315'2.1 KM (1.3 MI) SW FROM FAIRVIEW.
 SP0315'2.1 KM (1.3 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SP0315'OFFICE IN FAIRVIEW, 10.4 METERS (34.0 FT) WEST-NORTHWEST OF THE
 SP0315'CENTERLINE OF THE HIGHWAY, 8.2 METERS (27.0 FT) NORTH OF THE CENTER OF
 SP0315'A DRIVEWAY, 5.0 METERS (16.5 FT) NORTH-NORTHEAST OF A FENCE CORNER,
 SP0315'AND 0.3 METER (1.0 FT) EAST-SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE
 SP0315'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0315'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 SP0315'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SP0315
 SP0315                          STATION RECOVERY (1986)
 SP0315
 SP0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 SP0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0399 ***********************************************************************
 SP0399  DESIGNATION -  J 549 RESET
 SP0399  PID         -  SP0399
 SP0399  STATE/COUNTY-  MT/RICHLAND
 SP0399  USGS QUAD   -  FAIRVIEW (1972)
 SP0399
 SP0399                         *CURRENT SURVEY CONTROL
 SP0399  ___________________________________________________________________
 SP0399* NAD 83(1986)-  47 50 26.     (N)    104 03 44.     (W)     SCALED    
 SP0399* NAVD 88     -       587.88   (meters)    1928.7    (feet)  RESET     
 SP0399  ___________________________________________________________________
 SP0399  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SP0399
 SP0399  VERT ORDER  -  THIRD
 SP0399
 SP0399.The horizontal coordinates were scaled from a topographic map and have
 SP0399.an estimated accuracy of +/- 6 seconds.
 SP0399
 SP0399.The orthometric height was computed from unverified reset data.
 SP0399.No vertical observational check was made to the station.
 SP0399
 SP0399.The geoid height was determined by GEOID03.
 SP0399
 SP0399;                    North         East    Units  Estimated Accuracy
 SP0399;SPC MT       -   413,090.    1,006,510.      MT  (+/- 180 meters Scaled)
 SP0399
 SP0399                          SUPERSEDED SURVEY CONTROL
 SP0399
 SP0399.No superseded survey control is available for this station.
 SP0399
 SP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN701990(NAD 83)
 SP0399_MARKER: DV = VERTICAL CONTROL DISK
 SP0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0399_SP_SET: STAINLESS STEEL ROD
 SP0399_STAMPING: J 549 RESET 1986
 SP0399_MARK LOGO: NGS   
 SP0399_PROJECTION: FLUSH
 SP0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 SP0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0399_ROD/PIPE-DEPTH: 6.1  meters
 SP0399
 SP0399  HISTORY     - Date     Condition        Report By
 SP0399  HISTORY     - 1986     MONUMENTED       NGS
 SP0399
 SP0399                          STATION DESCRIPTION
 SP0399
 SP0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 SP0399'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SP0399'OFFICE IN FAIRVIEW, ON THE WEST RIGHT-OF-WAY LINE, 4.11 M (13.48 FT)
 SP0399'NORTH OF THE CENTER OF A DRIVEWAY, 2.13 M (6.99 FT) EAST-NORTHEAST OF
 SP0399'A TELEPHONE JUNCTION BOX, 0.30 M (0.98 FT) EAST OF A FENCE LINE AND
 SP0399'0.30 M (0.98 FT) NORTH OF A WITNESS POST, ACCESS TO DATUM POINT IS
 SP0399'THRU A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0014 ***********************************************************************
 SU0014  DESIGNATION -  J 55
 SU0014  PID         -  SU0014
 SU0014  STATE/COUNTY-  MT/LAKE
 SU0014  USGS QUAD   -  WILD HORSE ISLAND (1964)
 SU0014
 SU0014                         *CURRENT SURVEY CONTROL
 SU0014  ___________________________________________________________________
 SU0014* NAD 83(1986)-  47 46 05.     (N)    114 14 26.     (W)     SCALED    
 SU0014* NAVD 88     -      1075.877  (meters)    3529.77   (feet)  ADJUSTED  
 SU0014  ___________________________________________________________________
 SU0014  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SU0014  DYNAMIC HT  -        1075.816 (meters)    3529.57  (feet)  COMP
 SU0014  MODELED GRAV-     980,519.0   (mgal)                       NAVD 88
 SU0014
 SU0014  VERT ORDER  -  FIRST     CLASS II
 SU0014
 SU0014.The horizontal coordinates were scaled from a topographic map and have
 SU0014.an estimated accuracy of +/- 6 seconds.
 SU0014
 SU0014.The orthometric height was determined by differential leveling
 SU0014.and adjusted by the National Geodetic Survey in June 1991..
 SU0014
 SU0014.The geoid height was determined by GEOID03.
 SU0014
 SU0014.The dynamic height is computed by dividing the NAVD 88
 SU0014.geopotential number by the normal gravity value computed on the
 SU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0014.degrees latitude (g = 980.6199 gals.).
 SU0014
 SU0014.The modeled gravity was interpolated from observed gravity values.
 SU0014
 SU0014;                    North         East    Units  Estimated Accuracy
 SU0014;SPC MT       -   401,660.      245,050.      MT  (+/- 180 meters Scaled)
 SU0014
 SU0014                          SUPERSEDED SURVEY CONTROL
 SU0014
 SU0014  NGVD 29 (??/??/92) 1074.753  (m)         3526.09   (f) ADJ UNCH    1 2
 SU0014
 SU0014.Superseded values are not recommended for survey control.
 SU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0014.See file dsdata.txt to determine how the superseded data were derived.
 SU0014
 SU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN067942(NAD 83)
 SU0014_MARKER: DD = SURVEY DISK
 SU0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0014_STAMPING: J 55 1933
 SU0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0014+STABILITY: SURFACE MOTION
 SU0014
 SU0014  HISTORY     - Date     Condition        Report By
 SU0014  HISTORY     - 1933     MONUMENTED       CGS
 SU0014  HISTORY     - 1960     GOOD             USGS
 SU0014  HISTORY     - 1964     POOR             USGS
 SU0014  HISTORY     - 1979     MARK NOT FOUND   NGS
 SU0014
 SU0014                          STATION DESCRIPTION
 SU0014
 SU0014'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SU0014'5.7 MI SE FROM BIG ARM.
 SU0014'5.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT BIG
 SU0014'ARM, LAKE COUNTY, 0.3 MILE SOUTH OF A ROAD LEADING TO THE MORTON PAPIN
 SU0014'PLACE IN 1933, 102 FEET SOUTH OF THE FORK OF THE PRESENT AND THE OLD
 SU0014'HIGHWAYS, 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 16 FEET
 SU0014'NORTH OF A 24-INCH PINE TREE.  A STANDARD DISK, STAMPED J 55 1933 AND
 SU0014'SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEW ROAD ROUTE SEEMS TO
 SU0014'HAVE DISTRUBED LOCATION.
 SU0014
 SU0014                          STATION RECOVERY (1964)
 SU0014
 SU0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SU0014'MARK RECOVERED IN POOR CONDITION.
 SU0014
 SU0014                          STATION RECOVERY (1979)
 SU0014
 SU0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0014'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0271 ***********************************************************************
 SP0271  DESIGNATION -  J 550
 SP0271  PID         -  SP0271
 SP0271  STATE/COUNTY-  MT/DAWSON
 SP0271  USGS QUAD   -  SAVAGE SW (1966)
 SP0271
 SP0271                         *CURRENT SURVEY CONTROL
 SP0271  ___________________________________________________________________
 SP0271* NAD 83(1986)-  47 18 40.     (N)    104 29 57.     (W)     SCALED    
 SP0271* NAVD 88     -       613.296  (meters)    2012.12   (feet)  ADJUSTED  
 SP0271  ___________________________________________________________________
 SP0271  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 SP0271  DYNAMIC HT  -         613.333 (meters)    2012.24  (feet)  COMP
 SP0271  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 SP0271
 SP0271  VERT ORDER  -  FIRST     CLASS II
 SP0271
 SP0271.The horizontal coordinates were scaled from a topographic map and have
 SP0271.an estimated accuracy of +/- 6 seconds.
 SP0271
 SP0271.The orthometric height was determined by differential leveling
 SP0271.and adjusted by the National Geodetic Survey in June 1991..
 SP0271
 SP0271.The geoid height was determined by GEOID03.
 SP0271
 SP0271.The dynamic height is computed by dividing the NAVD 88
 SP0271.geopotential number by the normal gravity value computed on the
 SP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0271.degrees latitude (g = 980.6199 gals.).
 SP0271
 SP0271.The modeled gravity was interpolated from observed gravity values.
 SP0271
 SP0271;                    North         East    Units  Estimated Accuracy
 SP0271;SPC MT       -   352,200.      977,650.      MT  (+/- 180 meters Scaled)
 SP0271
 SP0271                          SUPERSEDED SURVEY CONTROL
 SP0271
 SP0271.No superseded survey control is available for this station.
 SP0271
 SP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN378398(NAD 83)
 SP0271_MARKER: I = METAL ROD
 SP0271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0271_SP_SET: STAINLESS STEEL ROD
 SP0271_STAMPING: J 550 1981
 SP0271_MARK LOGO: NGS   
 SP0271_PROJECTION: FLUSH
 SP0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0271_ROD/PIPE-DEPTH: 13.1 meters
 SP0271
 SP0271  HISTORY     - Date     Condition        Report By
 SP0271  HISTORY     - 1981     MONUMENTED       NGS
 SP0271
 SP0271                          STATION DESCRIPTION
 SP0271
 SP0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0271'20.7 KM (12.85 MI) SW FROM SAVAGE.
 SP0271'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0271'SAVAGE, THENCE 20.3 KM (12.6 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 16,
 SP0271'21.0 METERS (69.0 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE,
 SP0271'16.5 METERS (54.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 SP0271'0.3 METER (1.0 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM
 SP0271'POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0271'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 SP0271'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0383 ***********************************************************************
 RT0383  DESIGNATION -  J 551
 RT0383  PID         -  RT0383
 RT0383  STATE/COUNTY-  MT/PRAIRIE
 RT0383  USGS QUAD   -  TERRY (1972)
 RT0383
 RT0383                         *CURRENT SURVEY CONTROL
 RT0383  ___________________________________________________________________
 RT0383* NAD 83(1986)-  46 47 42.     (N)    105 22 10.     (W)     SCALED    
 RT0383* NAVD 88     -       677.051  (meters)    2221.29   (feet)  ADJUSTED  
 RT0383  ___________________________________________________________________
 RT0383  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 RT0383  DYNAMIC HT  -         677.035 (meters)    2221.24  (feet)  COMP
 RT0383  MODELED GRAV-     980,568.3   (mgal)                       NAVD 88
 RT0383
 RT0383  VERT ORDER  -  FIRST     CLASS II
 RT0383
 RT0383.The horizontal coordinates were scaled from a topographic map and have
 RT0383.an estimated accuracy of +/- 6 seconds.
 RT0383
 RT0383.The orthometric height was determined by differential leveling
 RT0383.and adjusted by the National Geodetic Survey in June 1991..
 RT0383
 RT0383.The geoid height was determined by GEOID03.
 RT0383
 RT0383.The dynamic height is computed by dividing the NAVD 88
 RT0383.geopotential number by the normal gravity value computed on the
 RT0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0383.degrees latitude (g = 980.6199 gals.).
 RT0383
 RT0383.The modeled gravity was interpolated from observed gravity values.
 RT0383
 RT0383;                    North         East    Units  Estimated Accuracy
 RT0383;SPC MT       -   291,110.      915,020.      MT  (+/- 180 meters Scaled)
 RT0383
 RT0383                          SUPERSEDED SURVEY CONTROL
 RT0383
 RT0383.No superseded survey control is available for this station.
 RT0383
 RT0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM718824(NAD 83)
 RT0383_MARKER: I = METAL ROD
 RT0383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0383_SP_SET: STAINLESS STEEL ROD
 RT0383_STAMPING: J 551 1981
 RT0383_MARK LOGO: NGS   
 RT0383_PROJECTION: FLUSH
 RT0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0383_ROD/PIPE-DEPTH: 11.3 meters
 RT0383
 RT0383  HISTORY     - Date     Condition        Report By
 RT0383  HISTORY     - 1981     MONUMENTED       NGS
 RT0383
 RT0383                          STATION DESCRIPTION
 RT0383
 RT0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0383'4.5 KM (2.8 MI) SW FROM TERRY.
 RT0383'4.5 KM (2.8 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0383'FROM THE RAILROAD STATION IN TERRY, 18.6 METERS (61.0 FT) SOUTH OF A
 RT0383'GRAVELED ROAD, 15.5 METERS (51.0 FT) NORTH OF THE NEAR RAIL OF THE
 RT0383'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD WHICH PARALLELS THE
 RT0383'BURLINGTON NORTHERN RAILROAD, 3.2 METERS (10.5 FT) WEST OF A FENCE
 RT0383'CORNER AND 0.3 METER (1.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO THE
 RT0383'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RT0383'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RT0383'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0392 ***********************************************************************
 RT0392  DESIGNATION -  J 552
 RT0392  PID         -  RT0392
 RT0392  STATE/COUNTY-  MT/DAWSON
 RT0392  USGS QUAD   -  HOYT (1983)
 RT0392
 RT0392                         *CURRENT SURVEY CONTROL
 RT0392  ___________________________________________________________________
 RT0392* NAD 83(1986)-  46 58 22.     (N)    104 46 21.     (W)     SCALED    
 RT0392* NAVD 88     -       643.803  (meters)    2112.21   (feet)  ADJUSTED  
 RT0392  ___________________________________________________________________
 RT0392  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 RT0392  DYNAMIC HT  -         643.796 (meters)    2112.19  (feet)  COMP
 RT0392  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 RT0392
 RT0392  VERT ORDER  -  FIRST     CLASS II
 RT0392
 RT0392.The horizontal coordinates were scaled from a topographic map and have
 RT0392.an estimated accuracy of +/- 6 seconds.
 RT0392
 RT0392.The orthometric height was determined by differential leveling
 RT0392.and adjusted by the National Geodetic Survey in June 1991..
 RT0392
 RT0392.The geoid height was determined by GEOID03.
 RT0392
 RT0392.The dynamic height is computed by dividing the NAVD 88
 RT0392.geopotential number by the normal gravity value computed on the
 RT0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0392.degrees latitude (g = 980.6199 gals.).
 RT0392
 RT0392.The modeled gravity was interpolated from observed gravity values.
 RT0392
 RT0392;                    North         East    Units  Estimated Accuracy
 RT0392;SPC MT       -   313,400.      959,300.      MT  (+/- 180 meters Scaled)
 RT0392
 RT0392                          SUPERSEDED SURVEY CONTROL
 RT0392
 RT0392.No superseded survey control is available for this station.
 RT0392
 RT0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN173021(NAD 83)
 RT0392_MARKER: DB = BENCH MARK DISK
 RT0392_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RT0392_SP_SET: HEADWALL
 RT0392_STAMPING: J 552 1982
 RT0392_MARK LOGO: NGS   
 RT0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0392
 RT0392  HISTORY     - Date     Condition        Report By
 RT0392  HISTORY     - 1982     MONUMENTED       NGS
 RT0392
 RT0392                          STATION DESCRIPTION
 RT0392
 RT0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RT0392'16.1 KM (10.0 MI) SOUTH FROM GLENDIVE.
 RT0392'16.1 KM (10.0 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0392'FROM THE RAILROAD STATION IN GLENDIVE, IN TOP OF AND 0.3 METER (1.0
 RT0392'FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 RT0392'CONCRETE CULVERT, 41.1 METERS (134.8 FT) NORTHEAST OF MILE POST 10 AND
 RT0392'3.0 METERS (9.8 FT) NORTHWEST OF THE NEAR RAIL.
 RT0392'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0405 ***********************************************************************
 QW0405  DESIGNATION -  J 553
 QW0405  PID         -  QW0405
 QW0405  STATE/COUNTY-  MT/YELLOWSTONE
 QW0405  USGS QUAD   -  COTTONWOOD CREEK (1975)
 QW0405
 QW0405                         *CURRENT SURVEY CONTROL
 QW0405  ___________________________________________________________________
 QW0405* NAD 83(1986)-  45 50 49.     (N)    108 22 25.     (W)     SCALED    
 QW0405* NAVD 88     -      1008.600  (meters)    3309.05   (feet)  ADJUSTED  
 QW0405  ___________________________________________________________________
 QW0405  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 QW0405  DYNAMIC HT  -        1008.387 (meters)    3308.35  (feet)  COMP
 QW0405  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 QW0405
 QW0405  VERT ORDER  -  FIRST     CLASS II
 QW0405
 QW0405.The horizontal coordinates were scaled from a topographic map and have
 QW0405.an estimated accuracy of +/- 6 seconds.
 QW0405
 QW0405.The orthometric height was determined by differential leveling
 QW0405.and adjusted by the National Geodetic Survey in June 1991..
 QW0405
 QW0405.The geoid height was determined by GEOID03.
 QW0405
 QW0405.The dynamic height is computed by dividing the NAVD 88
 QW0405.geopotential number by the normal gravity value computed on the
 QW0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0405.degrees latitude (g = 980.6199 gals.).
 QW0405
 QW0405.The modeled gravity was interpolated from observed gravity values.
 QW0405
 QW0405;                    North         East    Units  Estimated Accuracy
 QW0405;SPC MT       -   178,100.      687,460.      MT  (+/- 180 meters Scaled)
 QW0405
 QW0405                          SUPERSEDED SURVEY CONTROL
 QW0405
 QW0405.No superseded survey control is available for this station.
 QW0405
 QW0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR039803(NAD 83)
 QW0405_MARKER: I = METAL ROD
 QW0405_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0405+WITH SETTING: INFORMATION.
 QW0405_SP_SET: SHALLOW SET METAL ROD
 QW0405_STAMPING: J 553 1981
 QW0405_MARK LOGO: NGS   
 QW0405_PROJECTION: FLUSH
 QW0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0405_ROD/PIPE-DEPTH: 2.7  meters
 QW0405
 QW0405  HISTORY     - Date     Condition        Report By
 QW0405  HISTORY     - 1981     MONUMENTED       NGS
 QW0405
 QW0405                          STATION DESCRIPTION
 QW0405
 QW0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0405'7.8 KM (4.85 MI) SE FROM HUNTLEY.
 QW0405'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0405'FROM THE RAILROAD STATION IN HUNTLEY, THENCE 0.7 KM (0.45 MI) SOUTH
 QW0405'ALONG A PAVED ROAD, AND THENCE 6.7 KM (4.15 MI) SOUTHWEST ALONG
 QW0405'INTERSTATE HIGHWAY 94, 45.7 METERS (150.0 FT) NORTHWEST OF THE
 QW0405'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 37.2 METERS (122.0
 QW0405'FT) NORTHWEST OF MILE POST 2, AND 4.6 METERS (15.0 FT) SOUTH-SOUTHWEST
 QW0405'OF THE CENTER OF A WIRE GATE.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.
 QW0405'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0405'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 QW0405'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0421 ***********************************************************************
 RU0421  DESIGNATION -  J 554
 RU0421  PID         -  RU0421
 RU0421  STATE/COUNTY-  MT/YELLOWSTONE
 RU0421  USGS QUAD   -  BIGHORN (1980)
 RU0421
 RU0421                         *CURRENT SURVEY CONTROL
 RU0421  ___________________________________________________________________
 RU0421* NAD 83(1986)-  46 08 35.     (N)    107 29 16.     (W)     SCALED    
 RU0421* NAVD 88     -       868.110  (meters)    2848.12   (feet)  ADJUSTED  
 RU0421  ___________________________________________________________________
 RU0421  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 RU0421  DYNAMIC HT  -         867.993 (meters)    2847.74  (feet)  COMP
 RU0421  MODELED GRAV-     980,450.9   (mgal)                       NAVD 88
 RU0421
 RU0421  VERT ORDER  -  FIRST     CLASS II
 RU0421
 RU0421.The horizontal coordinates were scaled from a topographic map and have
 RU0421.an estimated accuracy of +/- 6 seconds.
 RU0421
 RU0421.The orthometric height was determined by differential leveling
 RU0421.and adjusted by the National Geodetic Survey in June 1991..
 RU0421
 RU0421.The geoid height was determined by GEOID03.
 RU0421
 RU0421.The dynamic height is computed by dividing the NAVD 88
 RU0421.geopotential number by the normal gravity value computed on the
 RU0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0421.degrees latitude (g = 980.6199 gals.).
 RU0421
 RU0421.The modeled gravity was interpolated from observed gravity values.
 RU0421
 RU0421;                    North         East    Units  Estimated Accuracy
 RU0421;SPC MT       -   212,370.      755,380.      MT  (+/- 180 meters Scaled)
 RU0421
 RU0421                          SUPERSEDED SURVEY CONTROL
 RU0421
 RU0421.No superseded survey control is available for this station.
 RU0421
 RU0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM078129(NAD 83)
 RU0421_MARKER: I = METAL ROD
 RU0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0421_SP_SET: STAINLESS STEEL ROD
 RU0421_STAMPING: J 554 1981
 RU0421_MARK LOGO: NGS   
 RU0421_PROJECTION: FLUSH
 RU0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0421_ROD/PIPE-DEPTH: 4.0  meters
 RU0421
 RU0421  HISTORY     - Date     Condition        Report By
 RU0421  HISTORY     - 1981     MONUMENTED       NGS
 RU0421
 RU0421                          STATION DESCRIPTION
 RU0421
 RU0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0421'5.8 KM (3.55 MI) NE FROM CUSTER.
 RU0421'0.2 KM (0.1 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0421'FROM THE RAILROAD STATION IN CUSTER, THENCE 0.2 KM (0.1 MI) SOUTH
 RU0421'ALONG A PAVED ROAD, THENCE 5.4 KM (3.35 MI) NORTHEASTERLY ALONG
 RU0421'INTERSTATE HIGHWAY 94, 75.6 METERS (248.0 FT) WEST-NORTHWEST OF MILE
 RU0421'POST 51, 30.5 METERS (100.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 RU0421'BOUND LANES OF THE HIGHWAY AND 50.3 METERS (165.0 FT) WEST OF A FENCE
 RU0421'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0421'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 RU0421'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0446 ***********************************************************************
 RU0446  DESIGNATION -  J 555
 RU0446  PID         -  RU0446
 RU0446  STATE/COUNTY-  MT/ROSEBUD
 RU0446  USGS QUAD   -  FINCH (1984)
 RU0446
 RU0446                         *CURRENT SURVEY CONTROL
 RU0446  ___________________________________________________________________
 RU0446* NAD 83(1986)-  46 16 22.     (N)    106 54 57.     (W)     SCALED    
 RU0446* NAVD 88     -       783.671  (meters)    2571.09   (feet)  ADJUSTED  
 RU0446  ___________________________________________________________________
 RU0446  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 RU0446  DYNAMIC HT  -         783.591 (meters)    2570.83  (feet)  COMP
 RU0446  MODELED GRAV-     980,486.3   (mgal)                       NAVD 88
 RU0446
 RU0446  VERT ORDER  -  FIRST     CLASS II
 RU0446
 RU0446.The horizontal coordinates were scaled from a topographic map and have
 RU0446.an estimated accuracy of +/- 6 seconds.
 RU0446
 RU0446.The orthometric height was determined by differential leveling
 RU0446.and adjusted by the National Geodetic Survey in June 1991..
 RU0446
 RU0446.The geoid height was determined by GEOID03.
 RU0446
 RU0446.The dynamic height is computed by dividing the NAVD 88
 RU0446.geopotential number by the normal gravity value computed on the
 RU0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0446.degrees latitude (g = 980.6199 gals.).
 RU0446
 RU0446.The modeled gravity was interpolated from observed gravity values.
 RU0446
 RU0446;                    North         East    Units  Estimated Accuracy
 RU0446;SPC MT       -   228,070.      799,050.      MT  (+/- 180 meters Scaled)
 RU0446
 RU0446                          SUPERSEDED SURVEY CONTROL
 RU0446
 RU0446.No superseded survey control is available for this station.
 RU0446
 RU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM523261(NAD 83)
 RU0446_MARKER: I = METAL ROD
 RU0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0446_SP_SET: STAINLESS STEEL ROD
 RU0446_STAMPING: J 555 1981
 RU0446_MARK LOGO: NGS   
 RU0446_PROJECTION: FLUSH
 RU0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0446_ROD/PIPE-DEPTH: 8.5  meters
 RU0446
 RU0446  HISTORY     - Date     Condition        Report By
 RU0446  HISTORY     - 1981     MONUMENTED       NGS
 RU0446
 RU0446                          STATION DESCRIPTION
 RU0446
 RU0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0446'19.6 KM (12.15 MI) WEST FROM FORSYTH.
 RU0446'19.6 KM (12.15 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0446'FROM THE RAILROAD STATION IN FORSYTH, 0.8 KM (0.5 MI) WEST OF MILE
 RU0446'POST 135, 84.7 METERS (278.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 RU0446'U.S. HIGHWAYS 10 AND 312, 51.2 METERS (168.0 FT) NORTH-NORTHEAST OF
 RU0446'THE NEAR RAIL, 12.8 METERS (42.0 FT) NORTH-NORTHEAST OF A GRAVELED
 RU0446'ROAD, AND 1.5 METERS (4.8 FT) NORTHWEST OF UTILITY POLE NUMBER 23.
 RU0446'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0446'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 RU0446'THE MARK IS ABOVE LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0472 ***********************************************************************
 RU0472  DESIGNATION -  J 556
 RU0472  PID         -  RU0472
 RU0472  STATE/COUNTY-  MT/ROSEBUD
 RU0472  USGS QUAD   -  THURLOW (1984)
 RU0472
 RU0472                         *CURRENT SURVEY CONTROL
 RU0472  ___________________________________________________________________
 RU0472* NAD 83(1986)-  46 15 41.     (N)    106 17 32.     (W)     SCALED    
 RU0472* NAVD 88     -       812.875  (meters)    2666.91   (feet)  ADJUSTED  
 RU0472  ___________________________________________________________________
 RU0472  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 RU0472  DYNAMIC HT  -         812.796 (meters)    2666.65  (feet)  COMP
 RU0472  MODELED GRAV-     980,491.2   (mgal)                       NAVD 88
 RU0472
 RU0472  VERT ORDER  -  FIRST     CLASS II
 RU0472
 RU0472.The horizontal coordinates were scaled from a topographic map and have
 RU0472.an estimated accuracy of +/- 6 seconds.
 RU0472
 RU0472.The orthometric height was determined by differential leveling
 RU0472.and adjusted by the National Geodetic Survey in June 1991..
 RU0472
 RU0472.The geoid height was determined by GEOID03.
 RU0472
 RU0472.The dynamic height is computed by dividing the NAVD 88
 RU0472.geopotential number by the normal gravity value computed on the
 RU0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0472.degrees latitude (g = 980.6199 gals.).
 RU0472
 RU0472.The modeled gravity was interpolated from observed gravity values.
 RU0472
 RU0472;                    North         East    Units  Estimated Accuracy
 RU0472;SPC MT       -   228,580.      847,110.      MT  (+/- 180 meters Scaled)
 RU0472
 RU0472                          SUPERSEDED SURVEY CONTROL
 RU0472
 RU0472.No superseded survey control is available for this station.
 RU0472
 RU0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM004239(NAD 83)
 RU0472_MARKER: I = METAL ROD
 RU0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0472_SP_SET: STAINLESS STEEL ROD
 RU0472_STAMPING: J 556 1981
 RU0472_MARK LOGO: NGS   
 RU0472_PROJECTION: FLUSH
 RU0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0472_ROD/PIPE-DEPTH: 7.0  meters
 RU0472
 RU0472  HISTORY     - Date     Condition        Report By
 RU0472  HISTORY     - 1981     MONUMENTED       NGS
 RU0472
 RU0472                          STATION DESCRIPTION
 RU0472
 RU0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0472'8.0 KM (4.95 MI) SW FROM HATHAWAY.
 RU0472'8.0 KM (4.95 MI) SOUTHWEST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0472'ROAD) FROM THE POST OFFICE IN HATHAWAY, 0.2 KM (0.1 MI) WEST OF MILE
 RU0472'POST 587, 28.3 METERS (93.0 FT) EAST OF A UTILITY POLE, 11.8 METERS
 RU0472'(38.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 6.0 METERS (19.8
 RU0472'FT) WEST OF A FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 RU0472'THROUGH A 5-INCH LOGO CAP.
 RU0472'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 RU0472'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0252 ***********************************************************************
 SP0252  DESIGNATION -  J 557
 SP0252  PID         -  SP0252
 SP0252  STATE/COUNTY-  MT/DAWSON
 SP0252  USGS QUAD   -  GLENDIVE (1967)
 SP0252
 SP0252                         *CURRENT SURVEY CONTROL
 SP0252  ___________________________________________________________________
 SP0252* NAD 83(1986)-  47 06 24.     (N)    104 44 00.     (W)     SCALED    
 SP0252* NAVD 88     -       630.566  (meters)    2068.78   (feet)  ADJUSTED  
 SP0252  ___________________________________________________________________
 SP0252  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 SP0252  DYNAMIC HT  -         630.583 (meters)    2068.84  (feet)  COMP
 SP0252  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 SP0252
 SP0252  VERT ORDER  -  FIRST     CLASS II
 SP0252
 SP0252.The horizontal coordinates were scaled from a topographic map and have
 SP0252.an estimated accuracy of +/- 6 seconds.
 SP0252
 SP0252.The orthometric height was determined by differential leveling
 SP0252.and adjusted by the National Geodetic Survey in June 1991..
 SP0252
 SP0252.The geoid height was determined by GEOID03.
 SP0252
 SP0252.The dynamic height is computed by dividing the NAVD 88
 SP0252.geopotential number by the normal gravity value computed on the
 SP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0252.degrees latitude (g = 980.6199 gals.).
 SP0252
 SP0252.The modeled gravity was interpolated from observed gravity values.
 SP0252
 SP0252;                    North         East    Units  Estimated Accuracy
 SP0252;SPC MT       -   328,430.      961,370.      MT  (+/- 180 meters Scaled)
 SP0252
 SP0252                          SUPERSEDED SURVEY CONTROL
 SP0252
 SP0252.No superseded survey control is available for this station.
 SP0252
 SP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN202170(NAD 83)
 SP0252_MARKER: I = METAL ROD
 SP0252_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0252_SP_SET: STAINLESS STEEL ROD
 SP0252_STAMPING: J 557 1982
 SP0252_MARK LOGO: NGS   
 SP0252_PROJECTION: FLUSH
 SP0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0252_ROD/PIPE-DEPTH: 11.0 meters
 SP0252
 SP0252  HISTORY     - Date     Condition        Report By
 SP0252  HISTORY     - 1982     MONUMENTED       NGS
 SP0252
 SP0252                          STATION DESCRIPTION
 SP0252
 SP0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SP0252'IN GLENDIVE.
 SP0252'IN GLENDIVE, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 SP0252'AND BUSINESS LOOP 94, 8.4 METERS (27.6 FT) SOUTH OF THE CENTERLINE OF
 SP0252'THE WEST BOUND LANES OF THE HIGHWAY, 4.8 METERS (15.7 FT) NORTH OF THE
 SP0252'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 3.6 METERS (11.8
 SP0252'FT) SOUTHWEST OF THE NEAR RAIL AND 0.7 METER (2.3 FT) EAST OF THE WEST
 SP0252'END OF A TRAFFIC ISLAND CURB.  NOTE=ACCESS TO THE DATUM POINT IS
 SP0252'THROUGH A 5-INCH LOGO CAP.
 SP0252'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0411 ***********************************************************************
 QY0411  DESIGNATION -  J 558
 QY0411  PID         -  QY0411
 QY0411  STATE/COUNTY-  MT/JEFFERSON
 QY0411  USGS QUAD   -  BLACK BUTTE (1978)
 QY0411
 QY0411                         *CURRENT SURVEY CONTROL
 QY0411  ___________________________________________________________________
 QY0411* NAD 83(1986)-  45 52 41.     (N)    112 06 07.     (W)     SCALED    
 QY0411* NAVD 88     -      1340.619  (meters)    4398.35   (feet)  ADJUSTED  
 QY0411  ___________________________________________________________________
 QY0411  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 QY0411  DYNAMIC HT  -        1340.188 (meters)    4396.93  (feet)  COMP
 QY0411  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 QY0411
 QY0411  VERT ORDER  -  FIRST     CLASS II
 QY0411
 QY0411.The horizontal coordinates were scaled from a topographic map and have
 QY0411.an estimated accuracy of +/- 6 seconds.
 QY0411
 QY0411.The orthometric height was determined by differential leveling
 QY0411.and adjusted by the National Geodetic Survey in June 1991..
 QY0411
 QY0411.The geoid height was determined by GEOID03.
 QY0411
 QY0411.The dynamic height is computed by dividing the NAVD 88
 QY0411.geopotential number by the normal gravity value computed on the
 QY0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0411.degrees latitude (g = 980.6199 gals.).
 QY0411
 QY0411.The modeled gravity was interpolated from observed gravity values.
 QY0411
 QY0411;                    North         East    Units  Estimated Accuracy
 QY0411;SPC MT       -   184,280.      398,120.      MT  (+/- 180 meters Scaled)
 QY0411
 QY0411                          SUPERSEDED SURVEY CONTROL
 QY0411
 QY0411.No superseded survey control is available for this station.
 QY0411
 QY0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR144810(NAD 83)
 QY0411_MARKER: DB = BENCH MARK DISK
 QY0411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QY0411_SP_SET: ABUTMENT
 QY0411_STAMPING: J 558 1982
 QY0411_MARK LOGO: NGS   
 QY0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0411+STABILITY: POSITION/ELEVATION WELL
 QY0411
 QY0411  HISTORY     - Date     Condition        Report By
 QY0411  HISTORY     - 1982     MONUMENTED       NGS
 QY0411
 QY0411                          STATION DESCRIPTION
 QY0411
 QY0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0411'39.9 KM (24.8 MI) SE FROM BUTTE.
 QY0411'39.9 KM (24.8 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0411'JUNCTION WITH MONTANA STREET IN BUTTE, IN TOP OF AND 1.0 METER (3.3
 QY0411'FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE WEST
 QY0411'BOUND OVERPASS OF COUNTY ROAD 399 (EXIT 249) AND 5.4 METERS (17.7 FT)
 QY0411'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 QY0411'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0510 ***********************************************************************
 QX0510  DESIGNATION -  J 559
 QX0510  PID         -  QX0510
 QX0510  STATE/COUNTY-  MT/SWEET GRASS
 QX0510  USGS QUAD   -  CARNEY (1980)
 QX0510
 QX0510                         *CURRENT SURVEY CONTROL
 QX0510  ___________________________________________________________________
 QX0510* NAD 83(1986)-  45 46 03.     (N)    110 05 21.     (W)     SCALED    
 QX0510* NAVD 88     -      1270.298  (meters)    4167.64   (feet)  ADJUSTED  
 QX0510  ___________________________________________________________________
 QX0510  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 QX0510  DYNAMIC HT  -        1269.911 (meters)    4166.37  (feet)  COMP
 QX0510  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 QX0510
 QX0510  VERT ORDER  -  FIRST     CLASS II
 QX0510
 QX0510.The horizontal coordinates were scaled from a topographic map and have
 QX0510.an estimated accuracy of +/- 6 seconds.
 QX0510
 QX0510.The orthometric height was determined by differential leveling
 QX0510.and adjusted by the National Geodetic Survey in June 1991..
 QX0510
 QX0510.The geoid height was determined by GEOID03.
 QX0510
 QX0510.The dynamic height is computed by dividing the NAVD 88
 QX0510.geopotential number by the normal gravity value computed on the
 QX0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0510.degrees latitude (g = 980.6199 gals.).
 QX0510
 QX0510.The modeled gravity was interpolated from observed gravity values.
 QX0510
 QX0510;                    North         East    Units  Estimated Accuracy
 QX0510;SPC MT       -   168,820.      554,190.      MT  (+/- 180 meters Scaled)
 QX0510
 QX0510                          SUPERSEDED SURVEY CONTROL
 QX0510
 QX0510.No superseded survey control is available for this station.
 QX0510
 QX0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR708686(NAD 83)
 QX0510_MARKER: I = METAL ROD
 QX0510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0510_SP_SET: STAINLESS STEEL ROD
 QX0510_STAMPING: J 559 1982
 QX0510_MARK LOGO: NGS   
 QX0510_PROJECTION: FLUSH
 QX0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0510_ROD/PIPE-DEPTH: 9.8  meters
 QX0510
 QX0510  HISTORY     - Date     Condition        Report By
 QX0510  HISTORY     - 1982     MONUMENTED       NGS
 QX0510
 QX0510                          STATION DESCRIPTION
 QX0510
 QX0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0510'12.7 KM (7.9 MI) SW FROM BIG TIMBER.
 QX0510'5.0 KM (3.1 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0510'FROM THE RAILROAD STATION IN BIG TIMBER, THENCE 7.7 KM (4.8 MI)
 QX0510'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 90, 0.6 KM (0.35 MI) SOUTHWEST
 QX0510'OF MILEPOST 361, 24.3 METERS (79.7 FT) NORTHWEST OF THE CENTERLINE OF
 QX0510'THE HIGHWAY AND 13.0 METERS (42.7 FT) SOUTHWEST OF THE CENTER OF A
 QX0510'FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 QX0510'LOGO CAP.
 QX0510'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 QX0510'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0091 ***********************************************************************
 SU0091  CBN         -  This is a Cooperative Base Network Control Station.
 SU0091  DESIGNATION -  J 56
 SU0091  PID         -  SU0091
 SU0091  STATE/COUNTY-  MT/MISSOULA
 SU0091  USGS QUAD   -  ARLEE (1984)
 SU0091
 SU0091                         *CURRENT SURVEY CONTROL
 SU0091  ___________________________________________________________________
 SU0091* NAD 83(1999)-  47 08 33.37547(N)    114 02 57.98905(W)     ADJUSTED  
 SU0091* NAVD 88     -       984.633  (meters)    3230.42   (feet)  ADJUSTED  
 SU0091  ___________________________________________________________________
 SU0091  X           -  -1,771,404.130 (meters)                     COMP
 SU0091  Y           -  -3,969,416.959 (meters)                     COMP
 SU0091  Z           -   4,653,273.561 (meters)                     COMP
 SU0091  LAPLACE CORR-           7.70  (seconds)                    DEFLEC99
 SU0091  ELLIP HEIGHT-         970.00  (meters)          (10/12/00) GPS OBS
 SU0091  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 SU0091  DYNAMIC HT  -         984.512 (meters)    3230.02  (feet)  COMP
 SU0091  MODELED GRAV-     980,457.4   (mgal)                       NAVD 88
 SU0091
 SU0091  HORZ ORDER  -  A
 SU0091  VERT ORDER  -  FIRST     CLASS II
 SU0091  ELLP ORDER  -  THIRD     CLASS I
 SU0091
 SU0091.The horizontal coordinates were established by GPS observations
 SU0091.and adjusted by the National Geodetic Survey in October 2000..
 SU0091.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SU0091.DATUM ITEM on the data sheet items page.
 SU0091
 SU0091.The orthometric height was determined by differential leveling
 SU0091.and adjusted by the National Geodetic Survey in June 1991..
 SU0091
 SU0091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SU0091
 SU0091.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0091
 SU0091.The ellipsoidal height was determined by GPS observations
 SU0091.and is referenced to NAD 83.
 SU0091
 SU0091.The geoid height was determined by GEOID03.
 SU0091
 SU0091.The dynamic height is computed by dividing the NAVD 88
 SU0091.geopotential number by the normal gravity value computed on the
 SU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0091.degrees latitude (g = 980.6199 gals.).
 SU0091
 SU0091.The modeled gravity was interpolated from observed gravity values.
 SU0091
 SU0091;                    North         East     Units Scale Factor Converg.
 SU0091;SPC MT       -   331,434.578   255,312.002   MT  0.99939520   -3 19 40.6
 SU0091;SPC MT       - 1,087,383.79    837,637.80   iFT  0.99939520   -3 19 40.6
 SU0091;UTM  11      - 5,225,235.774   723,713.089   MT  1.00021513   +2 09 49.7
 SU0091;UTM  12      - 5,225,523.785   268,790.075   MT  1.00025705   -2 14 11.0
 SU0091
 SU0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0091!SPC MT       -   0.99984798  x   0.99939520  =   0.99924327
 SU0091!UTM  11      -   0.99984798  x   1.00021513  =   1.00006308
 SU0091!UTM  12      -   0.99984798  x   1.00025705  =   1.00010499
 SU0091
 SU0091                          SUPERSEDED SURVEY CONTROL
 SU0091
 SU0091  NAD 83(1992)-  47 08 33.37422(N)    114 02 57.98871(W) AD(       ) B
 SU0091  NAVD 88 (10/12/00)  984.63   (m)         3230.4    (f) LEVELING    3  
 SU0091  NGVD 29 (??/??/92)  983.540  (m)         3226.83   (f) ADJ UNCH    1 2
 SU0091
 SU0091.Superseded values are not recommended for survey control.
 SU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0091.See file dsdata.txt to determine how the superseded data were derived.
 SU0091
 SU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN2371325236(NAD 83)
 SU0091_MARKER: DB = BENCH MARK DISK
 SU0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0091_STAMPING: J 56 1933 3226.910
 SU0091_MARK LOGO: CGS   
 SU0091_PROJECTION: FLUSH
 SU0091_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 SU0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0091+STABILITY: SURFACE MOTION
 SU0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0091+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 SU0091
 SU0091  HISTORY     - Date     Condition        Report By
 SU0091  HISTORY     - 1933     MONUMENTED       CGS
 SU0091  HISTORY     - 1956     GOOD             NGS
 SU0091  HISTORY     - 1979     GOOD             NGS
 SU0091  HISTORY     - 20000215 GOOD             MSLACO
 SU0091  HISTORY     - 20050819 GOOD             MSLACO
 SU0091
 SU0091                          STATION DESCRIPTION
 SU0091
 SU0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0091'2.4 MI SE FROM ARLEE.
 SU0091'IN MISSOULA COUNTY, 2.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC
 SU0091'RAILWAY FROM THE STATION AT ARLEE, LAKE COUNTY, 45 RAILS EAST OF
 SU0091'MILEPOST 19, 85 FEET NORTH OF SEMAPHORE 186, 72 FEET NORTH OF THE
 SU0091'TRACK, AND AT THE RIGHT-OF-WAY FENCE NEAR AN ABANDONED RAILROAD BED. A
 SU0091'STANDARD DISK, STAMPED 3226.910 J 56 1933 AND SET IN THE TOP OF A
 SU0091'CONCRETE POST FLUSH WITH THE GROUND.
 SU0091
 SU0091                          STATION RECOVERY (1979)
 SU0091
 SU0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0091'2.15 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE IN
 SU0091'ARLEE, AT A POINT WHERE THE RAILROAD MEETS THE ROAD, ALSO AT THE
 SU0091'JOCKO VALLEY HISTORIC SIGN MARKER, 0.5 MILE SOUTHEAST OF MILE POST 16,
 SU0091'256 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 223 FEET
 SU0091'SOUTHWEST OF THE WEST CORNER OF THE SIGN, 85 FEET NORTH OF SEMAPHORE
 SU0091'186, 90 FEET EAST OF A 12-INCH BIRCH TREE, 72 FEET NORTH OF THE NORTH
 SU0091'RAIL AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 SU0091'THE MARK IS 1 FT  N FROM A WITNESS POST.
 SU0091'THE MARK IS 4 FT BELOW THE TRACKS.
 SU0091
 SU0091                          STATION RECOVERY (2000)
 SU0091
 SU0091'RECOVERY NOTE BY MISSOULA COUNTY SURVEYOR 2000 (SEN)
 SU0091'RECOVERED AS DESCRIBED.
 SU0091' 
 SU0091'FROM THE STATION, THE JOCKO VALLEY HISTORIC SIGN BEARS N32E, 193 FT,
 SU0091'AND THE CENTERLINE OF HWY 93 IS 220 FEET NORTHEASTERLY.  ALL OTHER
 SU0091'INFORMATION FROM THE 1979 RECOVERY NOTES IS CORRECT.
 SU0091' 
 SU0091'MONUMENT IS A 3-1/2 IN BRASS CAP IN A 10 IN SQUARE CONCRETE P0ST. THE
 SU0091'MARK IS THE INTERSECTION OF THE PRE-STAMPED LINES NEAR THE CENTER OF
 SU0091'THE CAP.
 SU0091' 
 SU0091'OWNERSHIP-MONTANA RAIL LINK, 101 INTERNATIONAL WAY, MISSOULA, MT,
 SU0091'59802  PHONE 406 523-1500 OR 800 338-4750
 SU0091
 SU0091                          STATION RECOVERY (2005)
 SU0091
 SU0091'RECOVERY NOTE BY MISSOULA COUNTY SURVEYOR 2005 (KAL)
 SU0091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0438 ***********************************************************************
 QW0438  DESIGNATION -  J 560
 QW0438  PID         -  QW0438
 QW0438  STATE/COUNTY-  MT/CARBON
 QW0438  USGS QUAD   -  SILESIA (1956)
 QW0438
 QW0438                         *CURRENT SURVEY CONTROL
 QW0438  ___________________________________________________________________
 QW0438* NAD 83(1986)-  45 37 17.     (N)    108 46 56.     (W)     SCALED    
 QW0438* NAVD 88     -      1009.340  (meters)    3311.48   (feet)  ADJUSTED  
 QW0438  ___________________________________________________________________
 QW0438  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 QW0438  DYNAMIC HT  -        1009.112 (meters)    3310.73  (feet)  COMP
 QW0438  MODELED GRAV-     980,356.1   (mgal)                       NAVD 88
 QW0438
 QW0438  VERT ORDER  -  FIRST     CLASS II
 QW0438
 QW0438.The horizontal coordinates were scaled from a topographic map and have
 QW0438.an estimated accuracy of +/- 6 seconds.
 QW0438
 QW0438.The orthometric height was determined by differential leveling
 QW0438.and adjusted by the National Geodetic Survey in June 1991..
 QW0438
 QW0438.The geoid height was determined by GEOID03.
 QW0438
 QW0438.The dynamic height is computed by dividing the NAVD 88
 QW0438.geopotential number by the normal gravity value computed on the
 QW0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0438.degrees latitude (g = 980.6199 gals.).
 QW0438
 QW0438.The modeled gravity was interpolated from observed gravity values.
 QW0438
 QW0438;                    North         East    Units  Estimated Accuracy
 QW0438;SPC MT       -   152,670.      655,960.      MT  (+/- 180 meters Scaled)
 QW0438
 QW0438                          SUPERSEDED SURVEY CONTROL
 QW0438
 QW0438  NGVD 29 (06/08/92) 1008.543  (m)         3308.86   (f) ADJUSTED    1 2
 QW0438
 QW0438.Superseded values are not recommended for survey control.
 QW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0438.See file dsdata.txt to determine how the superseded data were derived.
 QW0438
 QW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR728543(NAD 83)
 QW0438_MARKER: I = METAL ROD
 QW0438_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0438+WITH SETTING: INFORMATION.
 QW0438_SP_SET: SHALLOW SET METAL ROD
 QW0438_STAMPING: J 560 1982
 QW0438_MARK LOGO: NGS   
 QW0438_PROJECTION: FLUSH
 QW0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0438_ROD/PIPE-DEPTH: 2.7  meters
 QW0438
 QW0438  HISTORY     - Date     Condition        Report By
 QW0438  HISTORY     - 1982     MONUMENTED       NGS
 QW0438
 QW0438                          STATION DESCRIPTION
 QW0438
 QW0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0438'5.6 KM (3.5 MI) SOUTH FROM LAUREL.
 QW0438'5.6 KM (3.5 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0438'WITH INTERSTATE HIGHWAY 90 IN LAUREL, 44.5 M (146.0 FT) SOUTHEAST OF
 QW0438'THE CENTERLINE OF THE HIGHWAY, 22.6 METERS (74.1 FT) NORTHEAST OF THE
 QW0438'CENTER OF A GRAVELED ROAD, 12.3 METERS (40.0 FT) SOUTHEAST OF THE NEAR
 QW0438'RAIL AND 3.5 METERS (11.5 FT) NORTHEAST OF A UTITILY POLE.
 QW0438'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QW0438'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0432 ***********************************************************************
 QY0432  DESIGNATION -  J 561
 QY0432  PID         -  QY0432
 QY0432  STATE/COUNTY-  MT/SILVER BOW
 QY0432  USGS QUAD   -  HOMESTAKE (1996)
 QY0432
 QY0432                         *CURRENT SURVEY CONTROL
 QY0432  ___________________________________________________________________
 QY0432* NAD 83(1986)-  45 55 09.     (N)    112 24 44.     (W)     SCALED    
 QY0432* NAVD 88     -      1941.863  (meters)    6370.93   (feet)  ADJUSTED  
 QY0432  ___________________________________________________________________
 QY0432  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 QY0432  DYNAMIC HT  -        1941.063 (meters)    6368.30  (feet)  COMP
 QY0432  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 QY0432
 QY0432  VERT ORDER  -  FIRST     CLASS II
 QY0432
 QY0432.The horizontal coordinates were scaled from a topographic map and have
 QY0432.an estimated accuracy of +/- 6 seconds.
 QY0432
 QY0432.The orthometric height was determined by differential leveling
 QY0432.and adjusted by the National Geodetic Survey in June 1991..
 QY0432
 QY0432.The geoid height was determined by GEOID03.
 QY0432
 QY0432.The dynamic height is computed by dividing the NAVD 88
 QY0432.geopotential number by the normal gravity value computed on the
 QY0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0432.degrees latitude (g = 980.6199 gals.).
 QY0432
 QY0432.The modeled gravity was interpolated from observed gravity values.
 QY0432
 QY0432;                    North         East    Units  Estimated Accuracy
 QY0432;SPC MT       -   189,700.      374,230.      MT  (+/- 180 meters Scaled)
 QY0432
 QY0432                          SUPERSEDED SURVEY CONTROL
 QY0432
 QY0432.No superseded survey control is available for this station.
 QY0432
 QY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR904860(NAD 83)
 QY0432_MARKER: DB = BENCH MARK DISK
 QY0432_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QY0432_SP_SET: ABUTMENT
 QY0432_STAMPING: J 561 1982
 QY0432_MARK LOGO: NGS   
 QY0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0432+STABILITY: POSITION/ELEVATION WELL
 QY0432
 QY0432  HISTORY     - Date     Condition        Report By
 QY0432  HISTORY     - 1982     MONUMENTED       NGS
 QY0432
 QY0432                          STATION DESCRIPTION
 QY0432
 QY0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0432'14.7 KM (9.15 MI) SE FROM BUTTE.
 QY0432'14.7 KM (9.15 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0432'JUNCTION WITH MONTANA STREET IN BUTTE, IN TOP OF AND 0.3 METER (1.0
 QY0432'FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE EXIT
 QY0432'233 OVERPASS, 33.0 METERS (108.3 FT) WEST OF THE CENTERLINE OF THE
 QY0432'ROAD AND 5.3 METERS (17.4 FT) SOUTH OF THE CENTERLINE OF THE EAST
 QY0432'BOUND LANES OF THE HIGHWAY.
 QY0432'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0478 ***********************************************************************
 QX0478  DESIGNATION -  J 562
 QX0478  PID         -  QX0478
 QX0478  STATE/COUNTY-  MT/GALLATIN
 QX0478  USGS QUAD   -  THREE FORKS (1987)
 QX0478
 QX0478                         *CURRENT SURVEY CONTROL
 QX0478  ___________________________________________________________________
 QX0478* NAD 83(1999)-  45 53 30.48985(N)    111 35 16.11074(W)     ADJUSTED  
 QX0478* NAVD 88     -      1245.177  (meters)    4085.22   (feet)  ADJUSTED  
 QX0478  ___________________________________________________________________
 QX0478  X           -  -1,636,472.334 (meters)                     COMP
 QX0478  Y           -  -4,135,828.206 (meters)                     COMP
 QX0478  Z           -   4,557,770.916 (meters)                     COMP
 QX0478  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 QX0478  ELLIP HEIGHT-        1233.39  (meters)          (04/26/01) GPS OBS
 QX0478  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 QX0478  DYNAMIC HT  -        1244.833 (meters)    4084.09  (feet)  COMP
 QX0478  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 QX0478
 QX0478  HORZ ORDER  -  FIRST
 QX0478  VERT ORDER  -  FIRST     CLASS II
 QX0478  ELLP ORDER  -  FOURTH    CLASS I
 QX0478
 QX0478.The horizontal coordinates were established by GPS observations
 QX0478.and adjusted by the National Geodetic Survey in April 2001..
 QX0478.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QX0478.DATUM ITEM on the data sheet items page.
 QX0478
 QX0478.The orthometric height was determined by differential leveling
 QX0478.and adjusted by the National Geodetic Survey in June 1991..
 QX0478
 QX0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QX0478
 QX0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0478
 QX0478.The ellipsoidal height was determined by GPS observations
 QX0478.and is referenced to NAD 83.
 QX0478
 QX0478.The geoid height was determined by GEOID03.
 QX0478
 QX0478.The dynamic height is computed by dividing the NAVD 88
 QX0478.geopotential number by the normal gravity value computed on the
 QX0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0478.degrees latitude (g = 980.6199 gals.).
 QX0478
 QX0478.The modeled gravity was interpolated from observed gravity values.
 QX0478
 QX0478;                    North         East     Units Scale Factor Converg.
 QX0478;SPC MT       -   184,615.752   438,043.439   MT  0.99958197   -1 31 38.1
 QX0478;SPC MT       -   605,694.72  1,437,150.39   iFT  0.99958197   -1 31 38.1
 QX0478;UTM  12      - 5,082,194.119   454,396.014   MT  0.99962557   -0 25 19.5
 QX0478
 QX0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0478!SPC MT       -   0.99980668  x   0.99958197  =   0.99938873
 QX0478!UTM  12      -   0.99980668  x   0.99962557  =   0.99943232
 QX0478
 QX0478                          SUPERSEDED SURVEY CONTROL
 QX0478
 QX0478  NAD 83(1992)-  45 53 30.48863(N)    111 35 16.11041(W) AD(       ) 1
 QX0478  ELLIP H (08/31/95) 1233.49   (m)                       GP(       ) 4 1
 QX0478  NAVD 88 (08/31/95) 1245.18   (m)         4085.2    (f) LEVELING    3  
 QX0478
 QX0478.Superseded values are not recommended for survey control.
 QX0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0478.See file dsdata.txt to determine how the superseded data were derived.
 QX0478
 QX0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR5439682194(NAD 83)
 QX0478_MARKER: I = METAL ROD
 QX0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0478_SP_SET: STAINLESS STEEL ROD
 QX0478_STAMPING: J 562 1982
 QX0478_MARK LOGO: NGS   
 QX0478_PROJECTION: FLUSH
 QX0478_MAGNETIC: I = MARKER IS A STEEL ROD
 QX0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0478+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1995
 QX0478_ROD/PIPE-DEPTH: 7.3  meters
 QX0478
 QX0478  HISTORY     - Date     Condition        Report By
 QX0478  HISTORY     - 1982     MONUMENTED       NGS
 QX0478  HISTORY     - 1987     GOOD             NGS
 QX0478  HISTORY     - 19950207 GOOD             MTDOT
 QX0478
 QX0478                          STATION DESCRIPTION
 QX0478
 QX0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0478'9.9 KM (6.15 MI) WEST FROM THREE FORKS.
 QX0478'6.5 KM (4.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0478'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0478'OF THREE FORKS, THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG U. S. HIGHWAY
 QX0478'287, THENCE 1.4 KM (0.85 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 10,
 QX0478'88.1 METERS (289.0 FT) SOUTHEAST OF MILEPOST 94, 46.6 METERS (152.9
 QX0478'FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, 24.4 METERS (80.1 FT)
 QX0478'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.0 METERS (13.1 FT)
 QX0478'NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 QX0478'THROUGH A 5-INCH LOGO CAP.
 QX0478'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 QX0478'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QX0478
 QX0478                          STATION RECOVERY (1987)
 QX0478
 QX0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0478'RECOVERED IN GOOD CONDITION.
 QX0478
 QX0478                          STATION RECOVERY (1995)
 QX0478
 QX0478'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 QX0478'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 QX0478'FOLLOWS.  THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHWEST OF
 QX0478'THREE FORKS, ALONG THE NORTHEAST RIGHT OF WAY OF STATE HIGHWAY 2 AND
 QX0478'ALONG THE SOUTHWEST BANK OF THE JEFFERSON RIVER.  TO REACH FROM THE
 QX0478'JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S.  HIGHWAY 287, WHICH IS
 QX0478'ABOUT 4.0 MI (6.4 KM) WEST OF THREE FORKS ALONG THE INTERSTATE, GO
 QX0478'SOUTH ON U.S.  HIGHWAY 287 FOR 1.25 MI (2.01 KM) TO STATE HIGHWAY 2 ON
 QX0478'THE LEFT.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 2 FOR 0.35 MI
 QX0478'(0.56 KM) TO A BRIDGE OVER THE JEFFERSON RIVER AND THE
 QX0478'GALLATIN-BROADWATER COUNTY LINE.  CONTINUE SOUTHWEST FROM THE BRIDGE
 QX0478'ON STATE HIGHWAY 2 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT. THE
 QX0478'STATION MARK IS 80.1 FT (24.4 M) NORTHEAST OF THE CENTER OF THE
 QX0478'HIGHWAY, 50.0 FT (15.2 M) SOUTHWEST OF THE RIVER BANK, 13.1 FT (4.0 M)
 QX0478'NORTHWEST OF A POWER LINE POLE AND 1.0 FT (0.3 M) SOUTHWEST OF A
 QX0478'WITNESS POST AND A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0506 ***********************************************************************
 QX0506  DESIGNATION -  J 563
 QX0506  PID         -  QX0506
 QX0506  STATE/COUNTY-  MT/JEFFERSON
 QX0506  USGS QUAD   -  JEFFERSON ISLAND (1987)
 QX0506
 QX0506                         *CURRENT SURVEY CONTROL
 QX0506  ___________________________________________________________________
 QX0506* NAD 83(1986)-  45 52 22.     (N)    111 58 31.     (W)     SCALED    
 QX0506* NAVD 88     -      1312.562  (meters)    4306.30   (feet)  ADJUSTED  
 QX0506  ___________________________________________________________________
 QX0506  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 QX0506  DYNAMIC HT  -        1312.180 (meters)    4305.04  (feet)  COMP
 QX0506  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 QX0506
 QX0506  VERT ORDER  -  FIRST     CLASS II
 QX0506
 QX0506.The horizontal coordinates were scaled from a topographic map and have
 QX0506.an estimated accuracy of +/- 6 seconds.
 QX0506
 QX0506.The orthometric height was determined by differential leveling
 QX0506.and adjusted by the National Geodetic Survey in June 1991..
 QX0506
 QX0506.The geoid height was determined by GEOID03.
 QX0506
 QX0506.The dynamic height is computed by dividing the NAVD 88
 QX0506.geopotential number by the normal gravity value computed on the
 QX0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0506.degrees latitude (g = 980.6199 gals.).
 QX0506
 QX0506.The modeled gravity was interpolated from observed gravity values.
 QX0506
 QX0506;                    North         East    Units  Estimated Accuracy
 QX0506;SPC MT       -   183,380.      407,930.      MT  (+/- 180 meters Scaled)
 QX0506
 QX0506                          SUPERSEDED SURVEY CONTROL
 QX0506
 QX0506.No superseded survey control is available for this station.
 QX0506
 QX0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR243803(NAD 83)
 QX0506_MARKER: I = METAL ROD
 QX0506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0506_SP_SET: STAINLESS STEEL ROD
 QX0506_STAMPING: J 563 1982
 QX0506_MARK LOGO: NGS   
 QX0506_PROJECTION: FLUSH
 QX0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0506_ROD/PIPE-DEPTH: 13.1 meters
 QX0506
 QX0506  HISTORY     - Date     Condition        Report By
 QX0506  HISTORY     - 1982     MONUMENTED       NGS
 QX0506
 QX0506                          STATION DESCRIPTION
 QX0506
 QX0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0506'37.6 KM (23.35 MI) WEST FROM THREE FORKS.
 QX0506'37.6 KM (23.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0506'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0506'OF THREE FORKS, 0.4 KM (0.25 MI) EAST OF MILEPOST 255, 28.2 METERS
 QX0506'(92.5 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 QX0506'HIGHWAY AND 15.1 METERS (49.5 FT) SOUTHWEST OF THE SOUTH LEG OF A
 QX0506'HIGHWAY INFORMATION SIGN (FOOD-PHONE-GAS-LODGING-CAMPING NEXT RIGHT).
 QX0506'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0506'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 QX0506'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0465 ***********************************************************************
 QW0465  DESIGNATION -  J 564
 QW0465  PID         -  QW0465
 QW0465  STATE/COUNTY-  MT/CARBON
 QW0465  USGS QUAD   -  WADE (1969)
 QW0465
 QW0465                         *CURRENT SURVEY CONTROL
 QW0465  ___________________________________________________________________
 QW0465* NAD 83(1986)-  45 11 12.     (N)    108 51 01.     (W)     SCALED    
 QW0465* NAVD 88     -      1199.406  (meters)    3935.05   (feet)  ADJUSTED  
 QW0465  ___________________________________________________________________
 QW0465  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 QW0465  DYNAMIC HT  -        1199.029 (meters)    3933.81  (feet)  COMP
 QW0465  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 QW0465  OBS GRAVITY -     980,261.2   (mgal)                       GRAV_OBS
 QW0465
 QW0465  VERT ORDER  -  FIRST     CLASS II
 QW0465
 QW0465.The horizontal coordinates were scaled from a topographic map and have
 QW0465.an estimated accuracy of +/- 6 seconds.
 QW0465
 QW0465.The orthometric height was determined by differential leveling
 QW0465.and adjusted by the National Geodetic Survey in June 1991..
 QW0465
 QW0465.The geoid height was determined by GEOID03.
 QW0465
 QW0465.The dynamic height is computed by dividing the NAVD 88
 QW0465.geopotential number by the normal gravity value computed on the
 QW0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0465.degrees latitude (g = 980.6199 gals.).
 QW0465
 QW0465.The modeled gravity was interpolated from observed gravity values.
 QW0465.The observed gravity was obtained from relative gravimeter ties
 QW0465.to the IGSN71 gravity network.
 QW0465
 QW0465;                    North         East    Units  Estimated Accuracy
 QW0465;SPC MT       -   104,320.      651,060.      MT  (+/- 180 meters Scaled)
 QW0465
 QW0465                          SUPERSEDED SURVEY CONTROL
 QW0465
 QW0465  NGVD 29 (06/08/92) 1198.573  (m)         3932.32   (f) ADJUSTED    1 2
 QW0465
 QW0465.Superseded values are not recommended for survey control.
 QW0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0465.See file dsdata.txt to determine how the superseded data were derived.
 QW0465
 QW0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR688059(NAD 83)
 QW0465_MARKER: I = METAL ROD
 QW0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0465_SP_SET: STAINLESS STEEL ROD
 QW0465_STAMPING: J 564 1982
 QW0465_MARK LOGO: NGS   
 QW0465_PROJECTION: FLUSH
 QW0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0465_ROD/PIPE-DEPTH: 7.3  meters
 QW0465
 QW0465  HISTORY     - Date     Condition        Report By
 QW0465  HISTORY     - 1982     MONUMENTED       NGS
 QW0465
 QW0465                          STATION DESCRIPTION
 QW0465
 QW0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0465'58.6 KM (36.4 MI) SOUTH FROM LAUREL.
 QW0465'58.6 KM (35.4 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0465'WITH INTERSTATE HIGHWAY 90 IN LAUREL, 0.5 KM (0.3 MI) SOUTHEAST OF
 QW0465'MILEPOST 18 AND 23.8 METERS (78.1 FT) SOUTHWEST OF THE CENTERLINE OF
 QW0465'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QW0465'CAP.
 QW0465'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 QW0465'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0579 ***********************************************************************
 QX0579  DESIGNATION -  J 565
 QX0579  PID         -  QX0579
 QX0579  STATE/COUNTY-  MT/PARK
 QX0579  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0579
 QX0579                         *CURRENT SURVEY CONTROL
 QX0579  ___________________________________________________________________
 QX0579* NAD 83(1986)-  45 03 36.     (N)    110 45 37.     (W)     SCALED    
 QX0579* NAVD 88     -      1592.923  (meters)    5226.11   (feet)  ADJUSTED  
 QX0579  ___________________________________________________________________
 QX0579  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 QX0579  DYNAMIC HT  -        1592.169 (meters)    5223.64  (feet)  COMP
 QX0579  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 QX0579
 QX0579  VERT ORDER  -  FIRST     CLASS II
 QX0579
 QX0579.The horizontal coordinates were scaled from a topographic map and have
 QX0579.an estimated accuracy of +/- 6 seconds.
 QX0579
 QX0579.The orthometric height was determined by differential leveling
 QX0579.and adjusted by the National Geodetic Survey in June 1991..
 QX0579
 QX0579.The geoid height was determined by GEOID03.
 QX0579
 QX0579.The dynamic height is computed by dividing the NAVD 88
 QX0579.geopotential number by the normal gravity value computed on the
 QX0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0579.degrees latitude (g = 980.6199 gals.).
 QX0579
 QX0579.The modeled gravity was interpolated from observed gravity values.
 QX0579
 QX0579;                    North         East    Units  Estimated Accuracy
 QX0579;SPC MT       -    90,830.      500,740.      MT  (+/- 180 meters Scaled)
 QX0579
 QX0579                          SUPERSEDED SURVEY CONTROL
 QX0579
 QX0579  NGVD 29 (08/20/92) 1591.735  (m)         5222.22   (f) ADJUSTED    1 2
 QX0579
 QX0579.Superseded values are not recommended for survey control.
 QX0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0579.See file dsdata.txt to determine how the superseded data were derived.
 QX0579
 QX0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ188896(NAD 83)
 QX0579_MARKER: I = METAL ROD
 QX0579_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QX0579+WITH SETTING: INFORMATION.
 QX0579_SP_SET: SHALLOW SET METAL ROD
 QX0579_STAMPING: J 565 1983
 QX0579_MARK LOGO: NGS   
 QX0579_PROJECTION: FLUSH
 QX0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0579_ROD/PIPE-DEPTH: 1.8  meters
 QX0579
 QX0579  HISTORY     - Date     Condition        Report By
 QX0579  HISTORY     - 1983     MONUMENTED       NGS
 QX0579
 QX0579                          STATION DESCRIPTION
 QX0579
 QX0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0579'5.8 KM (3.6 MI) NORTH FROM GARDINER.
 QX0579'5.8 KM (3.6 MI) NORTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH
 QX0579'MAIN STREET IN GARDINER, 0.8 KM (0.5 MI) NORTH OF MILEPOST 3, 26.0
 QX0579'METERS (85.3 FT) SOUTHWEST OF A UTILITY POLE, 24.1 METERS (79.1 FT)
 QX0579'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,, AND 3.0 METERS (9.8 FT)
 QX0579'SOUTHEAST OF A 4-INCH CONCRETE RIGHT OF WAY POST.  REFUSAL WAS REACHED
 QX0579'AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0579'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 QX0579'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0559 ***********************************************************************
 QX0559  DESIGNATION -  J 566
 QX0559  PID         -  QX0559
 QX0559  STATE/COUNTY-  MT/PARK
 QX0559  USGS QUAD   -  DAILEY LAKE (1988)
 QX0559
 QX0559                         *CURRENT SURVEY CONTROL
 QX0559  ___________________________________________________________________
 QX0559* NAD 83(1986)-  45 21 00.     (N)    110 45 12.     (W)     SCALED    
 QX0559* NAVD 88     -      1505.411  (meters)    4939.00   (feet)  ADJUSTED  
 QX0559  ___________________________________________________________________
 QX0559  GEOID HEIGHT-          -9.61  (meters)                     GEOID03
 QX0559  DYNAMIC HT  -        1504.773 (meters)    4936.91  (feet)  COMP
 QX0559  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 QX0559
 QX0559  VERT ORDER  -  FIRST     CLASS II
 QX0559
 QX0559.The horizontal coordinates were scaled from a topographic map and have
 QX0559.an estimated accuracy of +/- 6 seconds.
 QX0559
 QX0559.The orthometric height was determined by differential leveling
 QX0559.and adjusted by the National Geodetic Survey in June 1991..
 QX0559
 QX0559.The geoid height was determined by GEOID03.
 QX0559
 QX0559.The dynamic height is computed by dividing the NAVD 88
 QX0559.geopotential number by the normal gravity value computed on the
 QX0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0559.degrees latitude (g = 980.6199 gals.).
 QX0559
 QX0559.The modeled gravity was interpolated from observed gravity values.
 QX0559
 QX0559;                    North         East    Units  Estimated Accuracy
 QX0559;SPC MT       -   123,040.      501,810.      MT  (+/- 180 meters Scaled)
 QX0559
 QX0559                          SUPERSEDED SURVEY CONTROL
 QX0559
 QX0559  NGVD 29 (08/20/92) 1504.211  (m)         4935.07   (f) ADJUSTED    1 2
 QX0559
 QX0559.Superseded values are not recommended for survey control.
 QX0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0559.See file dsdata.txt to determine how the superseded data were derived.
 QX0559
 QX0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR193218(NAD 83)
 QX0559_MARKER: DB = BENCH MARK DISK
 QX0559_SETTING: 66 = SET IN ROCK OUTCROP
 QX0559_SP_SET: ROCK OUTCROP
 QX0559_STAMPING: J 566 1983
 QX0559_MARK LOGO: NGS   
 QX0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0559+STABILITY: POSITION/ELEVATION WELL
 QX0559
 QX0559  HISTORY     - Date     Condition        Report By
 QX0559  HISTORY     - 1983     MONUMENTED       NGS
 QX0559
 QX0559                          STATION DESCRIPTION
 QX0559
 QX0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0559'38.0 KM (23.6 MI) SOUTH FROM LIVINGSTON.
 QX0559'38.0 KM (23.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION
 QX0559'WITH INTERSTATE HIGHWAY 90 IN LIVINGSTON, IN THE MOST SOUTHEASTERLY
 QX0559'END OF A HILL OF OUTCROPPING BEDROCK, 99.7 METERS (327.1 FT) NORTHWEST
 QX0559'OF THE CENTERLINE OF THE HIGHWAY, 48.5 METERS (159.1 FT)
 QX0559'NORTH-NORTHWEST OF THE CENTER OF A CATTLE GUARD, 42.7 METERS (140.1
 QX0559'FT) NORTH OF A GRAVELED ROAD, 27.1 METERS (88.9 FT) NORTHWEST OF A
 QX0559'FENCE, AND 20.4 METERS (66.9 FT) NORTHWEST OF A UTILITY POLE.
 QX0559'THE MARK IS 0.2 METERS  ESE FROM A WITNESS POST.
 QX0559'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0250 ***********************************************************************
 QU0250  DESIGNATION -  J 568
 QU0250  PID         -  QU0250
 QU0250  STATE/COUNTY-  MT/POWDER RIVER
 QU0250  USGS QUAD   -  OLIVE (1973)
 QU0250
 QU0250                         *CURRENT SURVEY CONTROL
 QU0250  ___________________________________________________________________
 QU0250* NAD 83(1986)-  45 35 32.     (N)    105 32 59.     (W)     SCALED    
 QU0250* NAVD 88     -      1023.921  (meters)    3359.31   (feet)  ADJUSTED  
 QU0250  ___________________________________________________________________
 QU0250  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 QU0250  DYNAMIC HT  -        1023.708 (meters)    3358.62  (feet)  COMP
 QU0250  MODELED GRAV-     980,371.7   (mgal)                       NAVD 88
 QU0250
 QU0250  VERT ORDER  -  FIRST     CLASS II
 QU0250
 QU0250.The horizontal coordinates were scaled from a topographic map and have
 QU0250.an estimated accuracy of +/- 6 seconds.
 QU0250
 QU0250.The orthometric height was determined by differential leveling
 QU0250.and adjusted by the National Geodetic Survey in June 1991..
 QU0250
 QU0250.The geoid height was determined by GEOID03.
 QU0250
 QU0250.The dynamic height is computed by dividing the NAVD 88
 QU0250.geopotential number by the normal gravity value computed on the
 QU0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0250.degrees latitude (g = 980.6199 gals.).
 QU0250
 QU0250.The modeled gravity was interpolated from observed gravity values.
 QU0250
 QU0250;                    North         East    Units  Estimated Accuracy
 QU0250;SPC MT       -   156,940.      908,020.      MT  (+/- 180 meters Scaled)
 QU0250
 QU0250                          SUPERSEDED SURVEY CONTROL
 QU0250
 QU0250.No superseded survey control is available for this station.
 QU0250
 QU0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL571488(NAD 83)
 QU0250_MARKER: I = METAL ROD
 QU0250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0250_SP_SET: STAINLESS STEEL ROD
 QU0250_STAMPING: J 568 1985
 QU0250_MARK LOGO: NGS   
 QU0250_PROJECTION: FLUSH
 QU0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0250_ROD/PIPE-DEPTH: 8.5  meters
 QU0250
 QU0250  HISTORY     - Date     Condition        Report By
 QU0250  HISTORY     - 1985     MONUMENTED       NGS
 QU0250
 QU0250                          STATION DESCRIPTION
 QU0250
 QU0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0250'21.8 KM (13.55 MI) NORTH FROM BROADUS.
 QU0250'21.8 KM (13.55 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0250'COURTHOUSE AT BROADUS, 1.5 KM (0.9 MI) NORTH OF THE CROSSING OF ASH
 QU0250'CREEK, 0.22 KM (0.15 MI) NORTHWEST OF MILEPOST 64 , 23.8 METERS (78.0
 QU0250'FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24.1 METERS (79.0
 QU0250'FT) WEST OF A POWER POLE AT THE FOOT OF A SMALL KNOLL, AND 0.6 METER
 QU0250'(2.0 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE--THE THE ROD WAS
 QU0250'DRIVEN TO REFUSUAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QU0250'5-INCH LOGO CAP.
 QU0250'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 QU0250'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0447 ***********************************************************************
 RT0447  DESIGNATION -  J 569
 RT0447  PID         -  RT0447
 RT0447  STATE/COUNTY-  MT/CUSTER
 RT0447  USGS QUAD   -  FIRST CREEK (1969)
 RT0447
 RT0447                         *CURRENT SURVEY CONTROL
 RT0447  ___________________________________________________________________
 RT0447* NAD 83(1986)-  46 08 58.     (N)    105 34 32.     (W)     SCALED    
 RT0447* NAVD 88     -       810.607  (meters)    2659.47   (feet)  ADJUSTED  
 RT0447  ___________________________________________________________________
 RT0447  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0447  DYNAMIC HT  -         810.507 (meters)    2659.14  (feet)  COMP
 RT0447  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 RT0447
 RT0447  VERT ORDER  -  FIRST     CLASS II
 RT0447
 RT0447.The horizontal coordinates were scaled from a topographic map and have
 RT0447.an estimated accuracy of +/- 6 seconds.
 RT0447
 RT0447.The orthometric height was determined by differential leveling
 RT0447.and adjusted by the National Geodetic Survey in June 1991..
 RT0447
 RT0447.The geoid height was determined by GEOID03.
 RT0447
 RT0447.The dynamic height is computed by dividing the NAVD 88
 RT0447.geopotential number by the normal gravity value computed on the
 RT0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0447.degrees latitude (g = 980.6199 gals.).
 RT0447
 RT0447.The modeled gravity was interpolated from observed gravity values.
 RT0447
 RT0447;                    North         East    Units  Estimated Accuracy
 RT0447;SPC MT       -   218,670.      902,900.      MT  (+/- 180 meters Scaled)
 RT0447
 RT0447                          SUPERSEDED SURVEY CONTROL
 RT0447
 RT0447.No superseded survey control is available for this station.
 RT0447
 RT0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM555108(NAD 83)
 RT0447_MARKER: I = METAL ROD
 RT0447_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RT0447+WITH SETTING: INFORMATION.
 RT0447_SP_SET: SHALLOW-SET METAL ROD
 RT0447_STAMPING: J 569 1985
 RT0447_MARK LOGO: NGS   
 RT0447_PROJECTION: FLUSH
 RT0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0447_ROD/PIPE-DEPTH: 2.4  meters
 RT0447
 RT0447  HISTORY     - Date     Condition        Report By
 RT0447  HISTORY     - 1985     MONUMENTED       NGS
 RT0447
 RT0447                          STATION DESCRIPTION
 RT0447
 RT0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0447'34.1 KM (21.2 MI) SOUTH FROM MILES CITY.
 RT0447'34.1 KM (21.2 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 RT0447'OF INTERSTATE 94 AT MILES CITY, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST
 RT0447'24, 0.3 KM (0.2 MI) SOUTHEAST OF THE OLD MONTA SCHOOL HOUSE, 30.2
 RT0447'METERS (99.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.3
 RT0447'METERS (47.0 FT) NORTH OF THE NORTH FOOT OF A SMALL DOME SHAPED
 RT0447'KNOLL, 3.2 METERS (11.5 FT) SOUTHEAST OF A TELEPHONE POLE, AND 0.3
 RT0447'METERS (1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 RT0447'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RT0447'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RT0447'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0097 ***********************************************************************
 RT0097  DESIGNATION -  J 57
 RT0097  PID         -  RT0097
 RT0097  STATE/COUNTY-  MT/CUSTER
 RT0097  USGS QUAD   -  ISMAY SOUTH (1981)
 RT0097
 RT0097                         *CURRENT SURVEY CONTROL
 RT0097  ___________________________________________________________________
 RT0097* NAD 83(1986)-  46 29 00.     (N)    104 45 56.     (W)     SCALED    
 RT0097* NAVD 88     -       776.571  (meters)    2547.80   (feet)  ADJUSTED  
 RT0097  ___________________________________________________________________
 RT0097  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0097  DYNAMIC HT  -         776.508 (meters)    2547.59  (feet)  COMP
 RT0097  MODELED GRAV-     980,508.6   (mgal)                       NAVD 88
 RT0097
 RT0097  VERT ORDER  -  SECOND    CLASS 0
 RT0097
 RT0097.The horizontal coordinates were scaled from a topographic map and have
 RT0097.an estimated accuracy of +/- 6 seconds.
 RT0097
 RT0097.The orthometric height was determined by differential leveling
 RT0097.and adjusted by the National Geodetic Survey in June 1991..
 RT0097
 RT0097.The geoid height was determined by GEOID03.
 RT0097
 RT0097.The dynamic height is computed by dividing the NAVD 88
 RT0097.geopotential number by the normal gravity value computed on the
 RT0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0097.degrees latitude (g = 980.6199 gals.).
 RT0097
 RT0097.The modeled gravity was interpolated from observed gravity values.
 RT0097
 RT0097;                    North         East    Units  Estimated Accuracy
 RT0097;SPC MT       -   259,150.      963,110.      MT  (+/- 180 meters Scaled)
 RT0097
 RT0097                          SUPERSEDED SURVEY CONTROL
 RT0097
 RT0097  NGVD 29 (??/??/92)  776.007  (m)         2545.95   (f) ADJ UNCH    2 0
 RT0097
 RT0097.Superseded values are not recommended for survey control.
 RT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0097.See file dsdata.txt to determine how the superseded data were derived.
 RT0097
 RT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM179477(NAD 83)
 RT0097_MARKER: DB = BENCH MARK DISK
 RT0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0097_STAMPING: J 57 1934
 RT0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0097+STABILITY: SURFACE MOTION
 RT0097
 RT0097  HISTORY     - Date     Condition        Report By
 RT0097  HISTORY     - 1934     MONUMENTED       CGS
 RT0097  HISTORY     - 1976     MARK NOT FOUND   USGS
 RT0097
 RT0097                          STATION DESCRIPTION
 RT0097
 RT0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0097'1.2 MI E FROM ISMAY.
 RT0097'ABOUT 1.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RT0097'PACIFIC RAILROAD FROM ISMAY, CUSTER COUNTY, ABOUT 3 POLES WEST OF
 RT0097'MILEPOST 1042, ABOUT 1/4 MILE EAST OF THE STATION-ONE-MILE SIGN, 41
 RT0097'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 10 FEET NORTH OF THE
 RT0097'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 57 1934 AND SET IN THE
 RT0097'TOP OF A CONCRETE POST.
 RT0097
 RT0097                          STATION RECOVERY (1976)
 RT0097
 RT0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0245 ***********************************************************************
 QU0245  DESIGNATION -  J 570
 QU0245  PID         -  QU0245
 QU0245  STATE/COUNTY-  MT/POWDER RIVER
 QU0245  USGS QUAD   -  COALWOOD (1973)
 QU0245
 QU0245                         *CURRENT SURVEY CONTROL
 QU0245  ___________________________________________________________________
 QU0245* NAD 83(1986)-  45 41 04.     (N)    105 33 13.     (W)     SCALED    
 QU0245* NAVD 88     -      1024.146  (meters)    3360.05   (feet)  ADJUSTED  
 QU0245  ___________________________________________________________________
 QU0245  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 QU0245  DYNAMIC HT  -        1023.939 (meters)    3359.37  (feet)  COMP
 QU0245  MODELED GRAV-     980,378.3   (mgal)                       NAVD 88
 QU0245
 QU0245  VERT ORDER  -  FIRST     CLASS II
 QU0245
 QU0245.The horizontal coordinates were scaled from a topographic map and have
 QU0245.an estimated accuracy of +/- 6 seconds.
 QU0245
 QU0245.The orthometric height was determined by differential leveling
 QU0245.and adjusted by the National Geodetic Survey in June 1991..
 QU0245
 QU0245.The geoid height was determined by GEOID03.
 QU0245
 QU0245.The dynamic height is computed by dividing the NAVD 88
 QU0245.geopotential number by the normal gravity value computed on the
 QU0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0245.degrees latitude (g = 980.6199 gals.).
 QU0245
 QU0245.The modeled gravity was interpolated from observed gravity values.
 QU0245
 QU0245;                    North         East    Units  Estimated Accuracy
 QU0245;SPC MT       -   167,160.      907,200.      MT  (+/- 180 meters Scaled)
 QU0245
 QU0245                          SUPERSEDED SURVEY CONTROL
 QU0245
 QU0245.No superseded survey control is available for this station.
 QU0245
 QU0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL568591(NAD 83)
 QU0245_MARKER: I = METAL ROD
 QU0245_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QU0245_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QU0245_STAMPING: J 570 1985
 QU0245_MARK LOGO: NGS   
 QU0245_PROJECTION: FLUSH
 QU0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0245+STABILITY: POSITION/ELEVATION WELL
 QU0245_ROD/PIPE-DEPTH: 10.0 meters
 QU0245_SLEEVE-DEPTH  : 8.5 meters
 QU0245
 QU0245  HISTORY     - Date     Condition        Report By
 QU0245  HISTORY     - 1985     MONUMENTED       NGS
 QU0245
 QU0245                          STATION DESCRIPTION
 QU0245
 QU0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0245'32.1 KM (19.95 MI) NORTH FROM BROADUS.
 QU0245'32.15 KM (20.0 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0245'COURTHOUSE AT BROADUS, 0.75 KM (0.45 MI) SOUTHEAST OF MILEPOST 59, IN
 QU0245'THE NORTHEAST CORNER OF THE INTERSECTION OF A DIRT ROAD, 62.0 METERS
 QU0245'(200.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.8 METERS (29.0
 QU0245'FT) NORTH OF THE CENTER OF THE ROAD, AND 0.9 METER (3.0 FT) SOUTH OF
 QU0245'A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QU0245'CAP.
 QU0245'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 QU0245'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0284 ***********************************************************************
 QU0284  DESIGNATION -  J 571
 QU0284  PID         -  QU0284
 QU0284  STATE/COUNTY-  MT/POWDER RIVER
 QU0284  USGS QUAD   -  BIDDLE (1970)
 QU0284
 QU0284                         *CURRENT SURVEY CONTROL
 QU0284  ___________________________________________________________________
 QU0284* NAD 83(1986)-  45 04 36.     (N)    105 21 50.     (W)     SCALED    
 QU0284* NAVD 88     -      1030.467  (meters)    3380.79   (feet)  ADJUSTED  
 QU0284  ___________________________________________________________________
 QU0284  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QU0284  DYNAMIC HT  -        1030.188 (meters)    3379.88  (feet)  COMP
 QU0284  MODELED GRAV-     980,310.6   (mgal)                       NAVD 88
 QU0284
 QU0284  VERT ORDER  -  FIRST     CLASS II
 QU0284
 QU0284.The horizontal coordinates were scaled from a topographic map and have
 QU0284.an estimated accuracy of +/- 6 seconds.
 QU0284
 QU0284.The orthometric height was determined by differential leveling
 QU0284.and adjusted by the National Geodetic Survey in June 1991..
 QU0284
 QU0284.The geoid height was determined by GEOID03.
 QU0284
 QU0284.The dynamic height is computed by dividing the NAVD 88
 QU0284.geopotential number by the normal gravity value computed on the
 QU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0284.degrees latitude (g = 980.6199 gals.).
 QU0284
 QU0284.The modeled gravity was interpolated from observed gravity values.
 QU0284
 QU0284;                    North         East    Units  Estimated Accuracy
 QU0284;SPC MT       -   100,480.      925,520.      MT  (+/- 180 meters Scaled)
 QU0284
 QU0284                          SUPERSEDED SURVEY CONTROL
 QU0284
 QU0284.No superseded survey control is available for this station.
 QU0284
 QU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK713915(NAD 83)
 QU0284_MARKER: I = METAL ROD
 QU0284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0284_SP_SET: STAINLESS STEEL ROD
 QU0284_STAMPING: J 571 1985
 QU0284_MARK LOGO: NGS   
 QU0284_PROJECTION: FLUSH
 QU0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0284_ROD/PIPE-DEPTH: 7.1  meters
 QU0284
 QU0284  HISTORY     - Date     Condition        Report By
 QU0284  HISTORY     - 1985     MONUMENTED       NGS
 QU0284
 QU0284                          STATION DESCRIPTION
 QU0284
 QU0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0284'3.4 KM (2.1 MI) SOUTH FROM BIDDLE.
 QU0284'3.4 KM (2.15 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0284'SCHOOL AT BIDDLE, ON THE TOP OF A SMALL RIDGE NEAR THE TOP OF A GRADE,
 QU0284'0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST 6, 21.4 METERS (70 FT) SOUTHEAST
 QU0284'OF THE HIGHWAY CENTERLINE AND 0.6 METER (2 FT) NORTHWEST OF THE RIGHT
 QU0284'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QU0284'LOGO CAP.
 QU0284'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 QU0284'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0611 ***********************************************************************
 QX0611  DESIGNATION -  J 573
 QX0611  PID         -  QX0611
 QX0611  STATE/COUNTY-  MT/MADISON
 QX0611  USGS QUAD   -  SAPPINGTON (1987)
 QX0611
 QX0611                         *CURRENT SURVEY CONTROL
 QX0611  ___________________________________________________________________
 QX0611* NAD 83(1986)-  45 45 33.     (N)    111 45 59.     (W)     SCALED    
 QX0611* NAVD 88     -      1402.501  (meters)    4601.37   (feet)  ADJUSTED  
 QX0611  ___________________________________________________________________
 QX0611  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 QX0611  DYNAMIC HT  -        1402.091 (meters)    4600.03  (feet)  COMP
 QX0611  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 QX0611
 QX0611  VERT ORDER  -  FIRST     CLASS II
 QX0611
 QX0611.The horizontal coordinates were scaled from a topographic map and have
 QX0611.an estimated accuracy of +/- 6 seconds.
 QX0611
 QX0611.The orthometric height was determined by differential leveling
 QX0611.and adjusted by the National Geodetic Survey in June 1991..
 QX0611
 QX0611.The geoid height was determined by GEOID03.
 QX0611
 QX0611.The dynamic height is computed by dividing the NAVD 88
 QX0611.geopotential number by the normal gravity value computed on the
 QX0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0611.degrees latitude (g = 980.6199 gals.).
 QX0611
 QX0611.The modeled gravity was interpolated from observed gravity values.
 QX0611
 QX0611;                    North         East    Units  Estimated Accuracy
 QX0611;SPC MT       -   170,270.      423,770.      MT  (+/- 180 meters Scaled)
 QX0611
 QX0611                          SUPERSEDED SURVEY CONTROL
 QX0611
 QX0611  NGVD 29 (08/20/92) 1401.458  (m)         4597.95   (f) ADJUSTED    1 2
 QX0611
 QX0611.Superseded values are not recommended for survey control.
 QX0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0611.See file dsdata.txt to determine how the superseded data were derived.
 QX0611
 QX0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR404675(NAD 83)
 QX0611_MARKER: I = METAL ROD
 QX0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0611_SP_SET: STAINLESS STEEL ROD
 QX0611_STAMPING: J 573 1987
 QX0611_MARK LOGO: NGS   
 QX0611_PROJECTION: FLUSH
 QX0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0611_ROD/PIPE-DEPTH: 7.6  meters
 QX0611
 QX0611  HISTORY     - Date     Condition        Report By
 QX0611  HISTORY     - 1987     MONUMENTED       NGS
 QX0611
 QX0611                          STATION DESCRIPTION
 QX0611
 QX0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0611'6.8 KM (4.25 MI) NORTH FROM HARRISON.
 QX0611'6.8 KM (4.25 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0611'OFFICE IN HARRISON, 33.4 M (109.6 FT) WEST OF THE CENTERLINE OF THE
 QX0611'HIGHWAY, AND 5.5 M (18.0 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE
 QX0611'AND GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QX0611'CAP.
 QX0611'THE MARK IS 0.3 METERS  E FROM  A WITNESS POSTA AND FENC
 QX0611'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1101 ***********************************************************************
 PY1101  DESIGNATION -  J 574
 PY1101  PID         -  PY1101
 PY1101  STATE/COUNTY-  MT/MADISON
 PY1101  USGS QUAD   -  SQUAW CREEK (1988)
 PY1101
 PY1101                         *CURRENT SURVEY CONTROL
 PY1101  ___________________________________________________________________
 PY1101* NAD 83(1986)-  44 53 30.     (N)    111 34 52.     (W)     SCALED    
 PY1101* NAVD 88     -      1803.329  (meters)    5916.42   (feet)  ADJUSTED  
 PY1101  ___________________________________________________________________
 PY1101  GEOID HEIGHT-          -9.10  (meters)                     GEOID03
 PY1101  DYNAMIC HT  -        1802.354 (meters)    5913.22  (feet)  COMP
 PY1101  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 PY1101
 PY1101  VERT ORDER  -  FIRST     CLASS II
 PY1101
 PY1101.The horizontal coordinates were scaled from a topographic map and have
 PY1101.an estimated accuracy of +/- 6 seconds.
 PY1101
 PY1101.The orthometric height was determined by differential leveling
 PY1101.and adjusted by the National Geodetic Survey in June 1991..
 PY1101
 PY1101.The geoid height was determined by GEOID03.
 PY1101
 PY1101.The dynamic height is computed by dividing the NAVD 88
 PY1101.geopotential number by the normal gravity value computed on the
 PY1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1101.degrees latitude (g = 980.6199 gals.).
 PY1101
 PY1101.The modeled gravity was interpolated from observed gravity values.
 PY1101
 PY1101;                    North         East    Units  Estimated Accuracy
 PY1101;SPC MT       -    73,510.      435,610.      MT  (+/- 180 meters Scaled)
 PY1101
 PY1101                          SUPERSEDED SURVEY CONTROL
 PY1101
 PY1101  NGVD 29 (08/20/92) 1802.055  (m)         5912.24   (f) ADJUSTED    1 2
 PY1101
 PY1101.Superseded values are not recommended for survey control.
 PY1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1101.See file dsdata.txt to determine how the superseded data were derived.
 PY1101
 PY1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ541710(NAD 83)
 PY1101_MARKER: I = METAL ROD
 PY1101_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1101_SP_SET: STAINLESS STEEL ROD
 PY1101_STAMPING: J 574 1987
 PY1101_MARK LOGO: NGS   
 PY1101_PROJECTION: FLUSH
 PY1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1101_ROD/PIPE-DEPTH: 4.3  meters
 PY1101
 PY1101  HISTORY     - Date     Condition        Report By
 PY1101  HISTORY     - 1987     MONUMENTED       NGS
 PY1101
 PY1101                          STATION DESCRIPTION
 PY1101
 PY1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1101'36.8 KM (22.85 MI) SOUTH FROM CAMERON.
 PY1101'36.8 KM (22.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 PY1101'OFFICE IN CAMERON, 25.6 M (84.0 FT) NORTHWEST OF THE CENTER OF A
 PY1101'TRACK ROAD AND GATE, AND 24.5 M (80.4 FT) NORTHEAST OF THE CENTERLINE
 PY1101'OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PY1101'LOGO CAP.
 PY1101'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 PY1101'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9046 ***********************************************************************
 AD9046  DESIGNATION -  J 575
 AD9046  PID         -  AD9046
 AD9046  STATE/COUNTY-  MT/CARTER
 AD9046  USGS QUAD   -  ALZADA (1980)
 AD9046
 AD9046                         *CURRENT SURVEY CONTROL
 AD9046  ___________________________________________________________________
 AD9046* NAD 83(1986)-  45 02 43.     (N)    104 26 48.     (W)     SCALED    
 AD9046* NAVD 88     -      1042.365  (meters)    3419.83   (feet)  ADJUSTED  
 AD9046  ___________________________________________________________________
 AD9046  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 AD9046  DYNAMIC HT  -        1042.099 (meters)    3418.95  (feet)  COMP
 AD9046  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 AD9046
 AD9046  VERT ORDER  -  FIRST     CLASS II
 AD9046
 AD9046.The horizontal coordinates were scaled from a topographic map and have
 AD9046.an estimated accuracy of +/- 6 seconds.
 AD9046
 AD9046.The orthometric height was determined by differential leveling
 AD9046.and adjusted by the National Geodetic Survey in July 1998..
 AD9046
 AD9046.The geoid height was determined by GEOID03.
 AD9046
 AD9046.The dynamic height is computed by dividing the NAVD 88
 AD9046.geopotential number by the normal gravity value computed on the
 AD9046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9046.degrees latitude (g = 980.6199 gals.).
 AD9046
 AD9046.The modeled gravity was interpolated from observed gravity values.
 AD9046
 AD9046;                    North         East    Units  Estimated Accuracy
 AD9046;SPC MT       -   101,230.      997,840.      MT  (+/- 180 meters Scaled)
 AD9046
 AD9046                          SUPERSEDED SURVEY CONTROL
 AD9046
 AD9046.No superseded survey control is available for this station.
 AD9046
 AD9046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK435881(NAD 83)
 AD9046_MARKER: I = METAL ROD
 AD9046_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9046_STAMPING: J 575 1995
 AD9046_MARK LOGO: NGS   
 AD9046_PROJECTION: FLUSH
 AD9046_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9046+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9046_ROD/PIPE-DEPTH: 10.7 meters
 AD9046_SLEEVE-DEPTH  : 0.9 meters
 AD9046
 AD9046  HISTORY     - Date     Condition        Report By
 AD9046  HISTORY     - 1995     MONUMENTED       NGS
 AD9046
 AD9046                          STATION DESCRIPTION
 AD9046
 AD9046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9046'3.5 KM (2.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9046'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, 50.1 M (164.4 FT) NORTHWEST
 AD9046'OF THE CENTER OF A DRIVEWAY, 23.8 M (78.1 FT) SOUTHWEST OF THE HIGHWAY
 AD9046'CENTERLINE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AD9046'(1.3 FT) NORTHEAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AD9046'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AD9046'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0213 ***********************************************************************
 RT0213  DESIGNATION -  J 58
 RT0213  PID         -  RT0213
 RT0213  STATE/COUNTY-  MT/PRAIRIE
 RT0213  USGS QUAD   -  PAPPS RESERVOIR (1972)
 RT0213
 RT0213                         *CURRENT SURVEY CONTROL
 RT0213  ___________________________________________________________________
 RT0213* NAD 83(1986)-  46 56 20.     (N)    105 28 20.     (W)     SCALED    
 RT0213* NAVD 88     -       795.518  (meters)    2609.96   (feet)  ADJUSTED  
 RT0213  ___________________________________________________________________
 RT0213  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 RT0213  DYNAMIC HT  -         795.491 (meters)    2609.87  (feet)  COMP
 RT0213  MODELED GRAV-     980,552.7   (mgal)                       NAVD 88
 RT0213
 RT0213  VERT ORDER  -  SECOND    CLASS 0
 RT0213
 RT0213.The horizontal coordinates were scaled from a topographic map and have
 RT0213.an estimated accuracy of +/- 6 seconds.
 RT0213
 RT0213.The orthometric height was determined by differential leveling
 RT0213.and adjusted by the National Geodetic Survey in June 1991..
 RT0213
 RT0213.The geoid height was determined by GEOID03.
 RT0213
 RT0213.The dynamic height is computed by dividing the NAVD 88
 RT0213.geopotential number by the normal gravity value computed on the
 RT0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0213.degrees latitude (g = 980.6199 gals.).
 RT0213
 RT0213.The modeled gravity was interpolated from observed gravity values.
 RT0213
 RT0213;                    North         East    Units  Estimated Accuracy
 RT0213;SPC MT       -   306,670.      906,370.      MT  (+/- 180 meters Scaled)
 RT0213
 RT0213                          SUPERSEDED SURVEY CONTROL
 RT0213
 RT0213  NGVD 29 (??/??/92)  794.923  (m)         2608.01   (f) ADJ UNCH    2 0
 RT0213
 RT0213.Superseded values are not recommended for survey control.
 RT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0213.See file dsdata.txt to determine how the superseded data were derived.
 RT0213
 RT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM640984(NAD 83)
 RT0213_MARKER: DB = BENCH MARK DISK
 RT0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0213_STAMPING: J 58 1934
 RT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0213+STABILITY: SURFACE MOTION
 RT0213
 RT0213  HISTORY     - Date     Condition        Report By
 RT0213  HISTORY     - 1934     MONUMENTED       CGS
 RT0213  HISTORY     - 1972     GOOD             USGS
 RT0213
 RT0213                          STATION DESCRIPTION
 RT0213
 RT0213'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0213'14.7 MI NW FROM TERRY.
 RT0213'FROM THE INTERSECTION OF STATE ROUTE 253 AND THE BURLINGTON NORTHERN
 RT0213'RAILROAD IN TERRY, MONTANA-- PROCEED N. ON HWY 253 14.2 MILES.  AT
 RT0213'THIS DISTANCE A X-RD.  PROCEED NE, TAKING ROAD TO RIGHT LEADING TO AN
 RT0213'INTERMITTENT POND IN DRAIN 0.2 MILE FROM X-RD.  DRIVE E FROM S END OF
 RT0213'DAM FORMING INTERMITTENT POND, A DISTANCE OF 0.23 MI., CROSS COUNTRY.
 RT0213'TRACES OF OLD COUNTY ROAD SHOULD BE CROSSED.  BM IS ON THE E SIDE OF
 RT0213'AN ABANDONED COUNTY ROAD, APPROX. 220 FT FROM A ROAD BEND ON OLD
 RT0213'COUNTY ROAD.  BM IS ON ISLAND BETWEEN TWO SMALL DRAINS.  75 FT S OF
 RT0213'ONE DR., 210 FT N OF OTHER DRAIN.  A STANDARD DISK, SET IN CONCRETE
 RT0213'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0134 ***********************************************************************
 SP0134  DESIGNATION -  J 59
 SP0134  PID         -  SP0134
 SP0134  STATE/COUNTY-  MT/DAWSON
 SP0134  USGS QUAD   -  BUFFALO CREEK (1983)
 SP0134
 SP0134                         *CURRENT SURVEY CONTROL
 SP0134  ___________________________________________________________________
 SP0134* NAD 83(1986)-  47 37 11.     (N)    105 25 39.     (W)     SCALED    
 SP0134* NAVD 88     -       724.397  (meters)    2376.63   (feet)  ADJUSTED  
 SP0134  ___________________________________________________________________
 SP0134  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 SP0134  DYNAMIC HT  -         724.436 (meters)    2376.75  (feet)  COMP
 SP0134  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 SP0134
 SP0134  VERT ORDER  -  SECOND    CLASS 0
 SP0134
 SP0134.The horizontal coordinates were scaled from a topographic map and have
 SP0134.an estimated accuracy of +/- 6 seconds.
 SP0134
 SP0134.The orthometric height was determined by differential leveling
 SP0134.and adjusted by the National Geodetic Survey in June 1991..
 SP0134
 SP0134.The geoid height was determined by GEOID03.
 SP0134
 SP0134.The dynamic height is computed by dividing the NAVD 88
 SP0134.geopotential number by the normal gravity value computed on the
 SP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0134.degrees latitude (g = 980.6199 gals.).
 SP0134
 SP0134.The modeled gravity was interpolated from observed gravity values.
 SP0134
 SP0134;                    North         East    Units  Estimated Accuracy
 SP0134;SPC MT       -   382,390.      905,830.      MT  (+/- 180 meters Scaled)
 SP0134
 SP0134                          SUPERSEDED SURVEY CONTROL
 SP0134
 SP0134  NGVD 29 (??/??/92)  723.812  (m)         2374.71   (f) ADJ UNCH    2 0
 SP0134
 SP0134.Superseded values are not recommended for survey control.
 SP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0134.See file dsdata.txt to determine how the superseded data were derived.
 SP0134
 SP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN678741(NAD 83)
 SP0134_MARKER: DB = BENCH MARK DISK
 SP0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0134_STAMPING: J 59 1934
 SP0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0134+STABILITY: SURFACE MOTION
 SP0134
 SP0134  HISTORY     - Date     Condition        Report By
 SP0134  HISTORY     - 1934     MONUMENTED       CGS
 SP0134
 SP0134                          STATION DESCRIPTION
 SP0134
 SP0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0134'19.8 MI NE FROM CIRCLE.
 SP0134'IN DAWSON COUNTY, 19.8 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM
 SP0134'CIRCLE, MCCONE COUNTY, AT A JOG TO THE SOUTHEAST, 19 YARDS SOUTHWEST
 SP0134'OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET SOUTHWEST OF THE
 SP0134'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 59 1934 AND SET IN THE
 SP0134'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0256 ***********************************************************************
 QW0256  DESIGNATION -  J 6
 QW0256  PID         -  QW0256
 QW0256  STATE/COUNTY-  MT/STILLWATER
 QW0256  USGS QUAD   -  RAPIDS (1956)
 QW0256
 QW0256                         *CURRENT SURVEY CONTROL
 QW0256  ___________________________________________________________________
 QW0256* NAD 83(1986)-  45 35 48.     (N)    109 07 27.     (W)     SCALED    
 QW0256* NAVD 88     -      1069.580  (meters)    3509.11   (feet)  ADJUSTED  
 QW0256  ___________________________________________________________________
 QW0256  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 QW0256  DYNAMIC HT  -        1069.308 (meters)    3508.22  (feet)  COMP
 QW0256  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 QW0256
 QW0256  VERT ORDER  -  FIRST     CLASS II
 QW0256
 QW0256.The horizontal coordinates were scaled from a topographic map and have
 QW0256.an estimated accuracy of +/- 6 seconds.
 QW0256
 QW0256.The orthometric height was determined by differential leveling
 QW0256.and adjusted by the National Geodetic Survey in June 1991..
 QW0256
 QW0256.The geoid height was determined by GEOID03.
 QW0256
 QW0256.The dynamic height is computed by dividing the NAVD 88
 QW0256.geopotential number by the normal gravity value computed on the
 QW0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0256.degrees latitude (g = 980.6199 gals.).
 QW0256
 QW0256.The modeled gravity was interpolated from observed gravity values.
 QW0256
 QW0256;                    North         East    Units  Estimated Accuracy
 QW0256;SPC MT       -   149,740.      629,320.      MT  (+/- 180 meters Scaled)
 QW0256
 QW0256                          SUPERSEDED SURVEY CONTROL
 QW0256
 QW0256  NGVD 29 (??/??/92) 1068.726  (m)         3506.31   (f) ADJ UNCH    1 2
 QW0256
 QW0256.Superseded values are not recommended for survey control.
 QW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0256.See file dsdata.txt to determine how the superseded data were derived.
 QW0256
 QW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR463509(NAD 83)
 QW0256_MARKER: P = PIPE CAP
 QW0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0256_STAMPING: J 6 1907 3506.236
 QW0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0256+STABILITY: SURFACE MOTION
 QW0256
 QW0256  HISTORY     - Date     Condition        Report By
 QW0256  HISTORY     - 1907     MONUMENTED       CGS
 QW0256  HISTORY     - 1957     GOOD             NGS
 QW0256  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0256
 QW0256                          STATION DESCRIPTION
 QW0256
 QW0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0256'7.05 MI SE FROM COLUMBUS.
 QW0256'ABOUT 7.05 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0256'STATION AT COLUMBUS, IN SECTION 3, T 3 S, R 21 E, 11 1/2 POLES WEST OF
 QW0256'MILEPOST 33, 72 FEET SOUTH OF THE SOUTH RAIL, 91 FEET SOUTHWEST OF A
 QW0256'STATION 1-MILE SIGN, 25 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 QW0256'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 QW0256'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QW0256'NOTE-- J 6 1907 WAS STAMPED BY THIS PARTY.
 QW0256
 QW0256                          STATION RECOVERY (1982)
 QW0256
 QW0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0643 ***********************************************************************
 SS0643  DESIGNATION -  J 6 V
 SS0643  PID         -  SS0643
 SS0643  STATE/COUNTY-  MT/CHOUTEAU
 SS0643  USGS QUAD   -  BENTON LAKE EAST (1994)
 SS0643
 SS0643                         *CURRENT SURVEY CONTROL
 SS0643  ___________________________________________________________________
 SS0643* NAD 83(1986)-  47 44 53.     (N)    111 19 33.     (W)     SCALED    
 SS0643* NAVD 88     -      1155.435  (meters)    3790.79   (feet)  ADJUSTED  
 SS0643  ___________________________________________________________________
 SS0643  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS0643  DYNAMIC HT  -        1155.394 (meters)    3790.66  (feet)  COMP
 SS0643  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 SS0643
 SS0643  VERT ORDER  -  SECOND    CLASS 0
 SS0643
 SS0643.The horizontal coordinates were scaled from a topographic map and have
 SS0643.an estimated accuracy of +/- 6 seconds.
 SS0643
 SS0643.The orthometric height was determined by differential leveling
 SS0643.and adjusted by the National Geodetic Survey in June 1991..
 SS0643
 SS0643.The geoid height was determined by GEOID03.
 SS0643
 SS0643.The dynamic height is computed by dividing the NAVD 88
 SS0643.geopotential number by the normal gravity value computed on the
 SS0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0643.degrees latitude (g = 980.6199 gals.).
 SS0643
 SS0643.The modeled gravity was interpolated from observed gravity values.
 SS0643
 SS0643;                    North         East    Units  Estimated Accuracy
 SS0643;SPC MT       -   390,290.      463,170.      MT  (+/- 180 meters Scaled)
 SS0643
 SS0643                          SUPERSEDED SURVEY CONTROL
 SS0643
 SS0643  NGVD 29 (??/??/92) 1154.523  (m)         3787.80   (f) ADJ UNCH    2 0
 SS0643
 SS0643.Superseded values are not recommended for survey control.
 SS0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0643.See file dsdata.txt to determine how the superseded data were derived.
 SS0643
 SS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT755883(NAD 83)
 SS0643_MARKER: DS = TRIANGULATION STATION DISK
 SS0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0643_STAMPING: J 6 V 1961
 SS0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0643+STABILITY: SURFACE MOTION
 SS0643
 SS0643  HISTORY     - Date     Condition        Report By
 SS0643  HISTORY     - 1961     MONUMENTED       CGS
 SS0643
 SS0643                          STATION DESCRIPTION
 SS0643
 SS0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0643'20.2 MI W FROM CARTER.
 SS0643'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0643'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0643'SOUTH ALONG A COUNTY ROAD, THENCE 6.0 MILES WEST ALONG A COUNTY ROAD,
 SS0643'THENCE 0.45 MILES SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL
 SS0643'HILL, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 104 FEET
 SS0643'WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM J 6 V R.M. 1, 41 FEET NORTH
 SS0643'OF J 6 V R.M.2, 5 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE, ABOUT
 SS0643'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0643'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0645 ***********************************************************************
 SS0645  DESIGNATION -  J 6 V AZ MK
 SS0645  PID         -  SS0645
 SS0645  STATE/COUNTY-  MT/CHOUTEAU
 SS0645  USGS QUAD   -  BENTON LAKE EAST (1994)
 SS0645
 SS0645                         *CURRENT SURVEY CONTROL
 SS0645  ___________________________________________________________________
 SS0645* NAD 83(1986)-  47 44 35.     (N)    111 19 32.     (W)     SCALED    
 SS0645* NAVD 88     -      1160.542  (meters)    3807.54   (feet)  ADJUSTED  
 SS0645  ___________________________________________________________________
 SS0645  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SS0645  DYNAMIC HT  -        1160.500 (meters)    3807.41  (feet)  COMP
 SS0645  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 SS0645
 SS0645  VERT ORDER  -  SECOND    CLASS 0
 SS0645
 SS0645.The horizontal coordinates were scaled from a topographic map and have
 SS0645.an estimated accuracy of +/- 6 seconds.
 SS0645
 SS0645.The orthometric height was determined by differential leveling
 SS0645.and adjusted by the National Geodetic Survey in June 1991..
 SS0645
 SS0645.The geoid height was determined by GEOID03.
 SS0645
 SS0645.The dynamic height is computed by dividing the NAVD 88
 SS0645.geopotential number by the normal gravity value computed on the
 SS0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0645.degrees latitude (g = 980.6199 gals.).
 SS0645
 SS0645.The modeled gravity was interpolated from observed gravity values.
 SS0645
 SS0645;                    North         East    Units  Estimated Accuracy
 SS0645;SPC MT       -   389,740.      463,180.      MT  (+/- 180 meters Scaled)
 SS0645
 SS0645                          SUPERSEDED SURVEY CONTROL
 SS0645
 SS0645  NGVD 29 (??/??/92) 1159.629  (m)         3804.55   (f) ADJ UNCH    2 0
 SS0645
 SS0645.Superseded values are not recommended for survey control.
 SS0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0645.See file dsdata.txt to determine how the superseded data were derived.
 SS0645
 SS0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT755877(NAD 83)
 SS0645_MARKER: DZ = AZIMUTH MARK DISK
 SS0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0645_STAMPING: J 6 V 1961
 SS0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0645+STABILITY: SURFACE MOTION
 SS0645
 SS0645  HISTORY     - Date     Condition        Report By
 SS0645  HISTORY     - 1961     MONUMENTED       CGS
 SS0645
 SS0645                          STATION DESCRIPTION
 SS0645
 SS0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0645'20.6 MI W FROM CARTER.
 SS0645'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0645'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0645'SOUTH ALONG A COUNTY ROAD, THENCE 6.0 MILES WEST ALONG A COUNTY ROAD,
 SS0645'THENCE 0.85 MILES SOUTH ALONG A COUNTY ROAD, 24.0 MILES EAST OF POWER,
 SS0645'1.1 MILES NORTH OF BENCH MARK JG 1 (USGS), 0.1 MILE NORTH OF A TRACK
 SS0645'ROAD LEADING EAST, AT THE CREST OF A SMALL HILL, 44 FEET WEST OF THE
 SS0645'CENTER LINE OF THE ROAD, 9 FEET NORTHEAST OF A POWER LINE POLE, 1.5
 SS0645'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SS0645'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0642 ***********************************************************************
 SS0642  DESIGNATION -  J 6 V RM 1
 SS0642  PID         -  SS0642
 SS0642  STATE/COUNTY-  MT/CHOUTEAU
 SS0642  USGS QUAD   -  BENTON LAKE EAST (1994)
 SS0642
 SS0642                         *CURRENT SURVEY CONTROL
 SS0642  ___________________________________________________________________
 SS0642* NAD 83(1986)-  47 44 53.     (N)    111 19 33.     (W)     SCALED    
 SS0642* NAVD 88     -      1154.685  (meters)    3788.33   (feet)  ADJUSTED  
 SS0642  ___________________________________________________________________
 SS0642  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS0642  DYNAMIC HT  -        1154.644 (meters)    3788.19  (feet)  COMP
 SS0642  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 SS0642
 SS0642  VERT ORDER  -  SECOND    CLASS 0
 SS0642
 SS0642.The horizontal coordinates were scaled from a topographic map and have
 SS0642.an estimated accuracy of +/- 6 seconds.
 SS0642
 SS0642.The orthometric height was determined by differential leveling
 SS0642.and adjusted by the National Geodetic Survey in June 1991..
 SS0642
 SS0642.The geoid height was determined by GEOID03.
 SS0642
 SS0642.The dynamic height is computed by dividing the NAVD 88
 SS0642.geopotential number by the normal gravity value computed on the
 SS0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0642.degrees latitude (g = 980.6199 gals.).
 SS0642
 SS0642.The modeled gravity was interpolated from observed gravity values.
 SS0642
 SS0642;                    North         East    Units  Estimated Accuracy
 SS0642;SPC MT       -   390,290.      463,170.      MT  (+/- 180 meters Scaled)
 SS0642
 SS0642                          SUPERSEDED SURVEY CONTROL
 SS0642
 SS0642  NGVD 29 (??/??/92) 1153.773  (m)         3785.34   (f) ADJ UNCH    2 0
 SS0642
 SS0642.Superseded values are not recommended for survey control.
 SS0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0642.See file dsdata.txt to determine how the superseded data were derived.
 SS0642
 SS0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT755883(NAD 83)
 SS0642_MARKER: DR = REFERENCE MARK DISK
 SS0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0642_STAMPING: J 6 V NO. 1 1961
 SS0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0642+STABILITY: SURFACE MOTION
 SS0642
 SS0642  HISTORY     - Date     Condition        Report By
 SS0642  HISTORY     - 1961     MONUMENTED       CGS
 SS0642
 SS0642                          STATION DESCRIPTION
 SS0642
 SS0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0642'20.2 MI W FROM CARTER.
 SS0642'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0642'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0642'SOUTH ALONG A COUNTY ROAD, THENCE 6.0 MILES WEST ALONG A COUNTY ROAD,
 SS0642'THENCE 0.45 MILES SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL
 SS0642'HILL, 134 FEET NORTHEAST OF AND ACROSS THE ROAD FROM J 6 V R.M. 2, 40
 SS0642'FEET EAST OF THE CENTER LINE OF THE ROAD, 104 FEET EAST-NORTHEAST OF
 SS0642'AND ACROSS THE ROAD FROM J 6 V, 1.5 FEET NORTHWEST OF A WITNESS POST,
 SS0642'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS0642'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0644 ***********************************************************************
 SS0644  DESIGNATION -  J 6 V RM 2
 SS0644  PID         -  SS0644
 SS0644  STATE/COUNTY-  MT/CHOUTEAU
 SS0644  USGS QUAD   -  BENTON LAKE EAST (1994)
 SS0644
 SS0644                         *CURRENT SURVEY CONTROL
 SS0644  ___________________________________________________________________
 SS0644* NAD 83(1986)-  47 44 53.     (N)    111 19 32.     (W)     SCALED    
 SS0644* NAVD 88     -      1155.579  (meters)    3791.26   (feet)  ADJUSTED  
 SS0644  ___________________________________________________________________
 SS0644  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS0644  DYNAMIC HT  -        1155.538 (meters)    3791.13  (feet)  COMP
 SS0644  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 SS0644
 SS0644  VERT ORDER  -  SECOND    CLASS 0
 SS0644
 SS0644.The horizontal coordinates were scaled from a topographic map and have
 SS0644.an estimated accuracy of +/- 6 seconds.
 SS0644
 SS0644.The orthometric height was determined by differential leveling
 SS0644.and adjusted by the National Geodetic Survey in June 1991..
 SS0644
 SS0644.The geoid height was determined by GEOID03.
 SS0644
 SS0644.The dynamic height is computed by dividing the NAVD 88
 SS0644.geopotential number by the normal gravity value computed on the
 SS0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0644.degrees latitude (g = 980.6199 gals.).
 SS0644
 SS0644.The modeled gravity was interpolated from observed gravity values.
 SS0644
 SS0644;                    North         East    Units  Estimated Accuracy
 SS0644;SPC MT       -   390,290.      463,190.      MT  (+/- 180 meters Scaled)
 SS0644
 SS0644                          SUPERSEDED SURVEY CONTROL
 SS0644
 SS0644  NGVD 29 (??/??/92) 1154.667  (m)         3788.27   (f) ADJ UNCH    2 0
 SS0644
 SS0644.Superseded values are not recommended for survey control.
 SS0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0644.See file dsdata.txt to determine how the superseded data were derived.
 SS0644
 SS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT755883(NAD 83)
 SS0644_MARKER: DR = REFERENCE MARK DISK
 SS0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0644_STAMPING: J 6 V NO. 2 1961
 SS0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0644+STABILITY: SURFACE MOTION
 SS0644
 SS0644  HISTORY     - Date     Condition        Report By
 SS0644  HISTORY     - 1961     MONUMENTED       CGS
 SS0644
 SS0644                          STATION DESCRIPTION
 SS0644
 SS0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0644'20.2 MI W FROM CARTER.
 SS0644'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0644'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.05 MILES
 SS0644'SOUTH ALONG A COUNTY ROAD, THENCE 6.0 MILES WEST ALONG A COUNTY ROAD,
 SS0644'THENCE 0.45 MILES SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL
 SS0644'HILL, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 134 FEET SOUTHWEST
 SS0644'OF AND ACROSS THE ROAD FROM J 6 V R.M. 1, 41 FEET SOUTH OF J 6 V, 46
 SS0644'FEET SOUTH OF A POWER LINE POLE, ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 SS0644'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS0644'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0134 ***********************************************************************
 QU0134  DESIGNATION -  J 60
 QU0134  PID         -  QU0134
 QU0134  STATE/COUNTY-  MT/POWDER RIVER
 QU0134  USGS QUAD   -  PINE CREEK (1970)
 QU0134
 QU0134                         *CURRENT SURVEY CONTROL
 QU0134  ___________________________________________________________________
 QU0134* NAD 83(1986)-  45 13 05.     (N)    105 19 44.     (W)     SCALED    
 QU0134* NAVD 88     -       981.526  (meters)    3220.22   (feet)  ADJUSTED  
 QU0134  ___________________________________________________________________
 QU0134  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 QU0134  DYNAMIC HT  -         981.296 (meters)    3219.47  (feet)  COMP
 QU0134  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 QU0134
 QU0134  VERT ORDER  -  FIRST     CLASS II
 QU0134
 QU0134.The horizontal coordinates were scaled from a topographic map and have
 QU0134.an estimated accuracy of +/- 6 seconds.
 QU0134
 QU0134.The orthometric height was determined by differential leveling
 QU0134.and adjusted by the National Geodetic Survey in June 1991..
 QU0134.WARNING-Repeat measurements at this control monument indicate possible
 QU0134.vertical movement.
 QU0134
 QU0134.The geoid height was determined by GEOID03.
 QU0134
 QU0134.The dynamic height is computed by dividing the NAVD 88
 QU0134.geopotential number by the normal gravity value computed on the
 QU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0134.degrees latitude (g = 980.6199 gals.).
 QU0134
 QU0134.The modeled gravity was interpolated from observed gravity values.
 QU0134
 QU0134;                    North         East    Units  Estimated Accuracy
 QU0134;SPC MT       -   116,320.      927,430.      MT  (+/- 180 meters Scaled)
 QU0134
 QU0134                          SUPERSEDED SURVEY CONTROL
 QU0134
 QU0134  NGVD 29 (??/??/92)  980.938  (m)         3218.29   (f) ADJ UNCH    1 2
 QU0134
 QU0134.Superseded values are not recommended for survey control.
 QU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0134.See file dsdata.txt to determine how the superseded data were derived.
 QU0134
 QU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL741072(NAD 83)
 QU0134_MARKER: DB = BENCH MARK DISK
 QU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0134_SP_SET: CONCRETE POST
 QU0134_STAMPING: J 60 1933
 QU0134_MARK LOGO: CGS   
 QU0134_PROJECTION: PROJECTING 12 CENTIMETERS
 QU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0134+STABILITY: SURFACE MOTION
 QU0134
 QU0134  HISTORY     - Date     Condition        Report By
 QU0134  HISTORY     - 1933     MONUMENTED       CGS
 QU0134  HISTORY     - 1970     GOOD             USGS
 QU0134  HISTORY     - 1985     GOOD             NGS
 QU0134
 QU0134                          STATION DESCRIPTION
 QU0134
 QU0134'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QU0134'17.3 MI SE FROM BROADUS.
 QU0134'3.8 MI. SE ALONG U.S. HWY. 212 FROM BROADUS, MONT, THEN SOUTH
 QU0134'13.3 MILES ON STATE HWY 59 TO BM ON THE LEFT, 210 FT. EAST OF
 QU0134'HWY., 25 FT EAST OF OLD ROAD BED, 43 FT. SOUTH OF HEAD, THE
 QU0134'HEAD OF A WASH.  A STANDARD DISK, STAMPED J 60 1933 AND SET IN
 QU0134'A CONCRETE POST PROJECTING 0.5 FT.
 QU0134
 QU0134                          STATION RECOVERY (1985)
 QU0134
 QU0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0134'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.45 KM
 QU0134'(8.4 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY SCHOOL AT
 QU0134'BIDDLE, 0.25 KM (0.15 MI) SOUTHEAST ACROSS THE HIGHWAY FROM A
 QU0134'SANDSTONE COVERED BUTTE, 64.1 METERS (210.5 FT) EAST OF THE HIGHWAY
 QU0134'CENTERLINE, 68.9 METERS (226 FT) NORTHEAST OF MILEPOST 16, 43.7 METERS
 QU0134'(143.5 FT) SOUTHEAST OF A POWER POLE, 36.3 METERS (119 FT) EAST OF THE
 QU0134'RIGHT OF WAY FENCE AND 10.0 METERS (33 FT) EAST OF THE CENTER OF THE
 QU0134'OLD ROAD BED.
 QU0134'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 QU0134'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0198 ***********************************************************************
 QU0198  DESIGNATION -  J 61
 QU0198  PID         -  QU0198
 QU0198  STATE/COUNTY-  MT/CUSTER
 QU0198  USGS QUAD   -  VOLBORG (1973)
 QU0198
 QU0198                         *CURRENT SURVEY CONTROL
 QU0198  ___________________________________________________________________
 QU0198* NAD 83(1986)-  45 48 09.     (N)    105 40 39.     (W)     SCALED    
 QU0198* NAVD 88     -       937.433  (meters)    3075.56   (feet)  ADJUSTED  
 QU0198  ___________________________________________________________________
 QU0198  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 QU0198  DYNAMIC HT  -         937.263 (meters)    3075.00  (feet)  COMP
 QU0198  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 QU0198
 QU0198  VERT ORDER  -  FIRST     CLASS II
 QU0198
 QU0198.The horizontal coordinates were scaled from a topographic map and have
 QU0198.an estimated accuracy of +/- 6 seconds.
 QU0198
 QU0198.The orthometric height was determined by differential leveling
 QU0198.and adjusted by the National Geodetic Survey in June 1991..
 QU0198
 QU0198.The geoid height was determined by GEOID03.
 QU0198
 QU0198.The dynamic height is computed by dividing the NAVD 88
 QU0198.geopotential number by the normal gravity value computed on the
 QU0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0198.degrees latitude (g = 980.6199 gals.).
 QU0198
 QU0198.The modeled gravity was interpolated from observed gravity values.
 QU0198
 QU0198;                    North         East    Units  Estimated Accuracy
 QU0198;SPC MT       -   179,780.      896,920.      MT  (+/- 180 meters Scaled)
 QU0198
 QU0198                          SUPERSEDED SURVEY CONTROL
 QU0198
 QU0198  NGVD 29 (??/??/92)  936.789  (m)         3073.45   (f) ADJ UNCH    1 2
 QU0198
 QU0198.Superseded values are not recommended for survey control.
 QU0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0198.See file dsdata.txt to determine how the superseded data were derived.
 QU0198
 QU0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL473723(NAD 83)
 QU0198_MARKER: DB = BENCH MARK DISK
 QU0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0198_STAMPING: J-61-1933
 QU0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0198+STABILITY: SURFACE MOTION
 QU0198
 QU0198  HISTORY     - Date     Condition        Report By
 QU0198  HISTORY     - 1933     MONUMENTED       CGS
 QU0198
 QU0198                          STATION DESCRIPTION
 QU0198
 QU0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QU0198'28.6 MI N FROM BROADUS.
 QU0198'LOCATED 28.6 MILES NORTH ALONG STATE HY. NO. 22. OF THE MAIN
 QU0198'N. AND S. STREET IN BROADUS, 2.60 MILES SOUTH OF VOLBERG, 103
 QU0198'YARDS NORTH OF 36 IN CORRUGATED IRON PIPE CULVERT, 17 FT. NORTH
 QU0198'OF CORNER OF WIRE FENCE, 37 FT. WEST OF CENTER OF HIGHWAY.
 QU0198'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0199 ***********************************************************************
 QU0199  DESIGNATION -  J 61 RESET
 QU0199  PID         -  QU0199
 QU0199  STATE/COUNTY-  MT/CUSTER
 QU0199  USGS QUAD   -  VOLBORG (1973)
 QU0199
 QU0199                         *CURRENT SURVEY CONTROL
 QU0199  ___________________________________________________________________
 QU0199* NAD 83(1986)-  45 48 09.     (N)    105 40 39.     (W)     SCALED    
 QU0199* NAVD 88     -       936.488  (meters)    3072.46   (feet)  ADJUSTED  
 QU0199  ___________________________________________________________________
 QU0199  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 QU0199  DYNAMIC HT  -         936.319 (meters)    3071.91  (feet)  COMP
 QU0199  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 QU0199
 QU0199  VERT ORDER  -  FIRST     CLASS II
 QU0199
 QU0199.The horizontal coordinates were scaled from a topographic map and have
 QU0199.an estimated accuracy of +/- 6 seconds.
 QU0199
 QU0199.The orthometric height was determined by differential leveling
 QU0199.and adjusted by the National Geodetic Survey in June 1991..
 QU0199
 QU0199.The geoid height was determined by GEOID03.
 QU0199
 QU0199.The dynamic height is computed by dividing the NAVD 88
 QU0199.geopotential number by the normal gravity value computed on the
 QU0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0199.degrees latitude (g = 980.6199 gals.).
 QU0199
 QU0199.The modeled gravity was interpolated from observed gravity values.
 QU0199
 QU0199;                    North         East    Units  Estimated Accuracy
 QU0199;SPC MT       -   179,780.      896,920.      MT  (+/- 180 meters Scaled)
 QU0199
 QU0199                          SUPERSEDED SURVEY CONTROL
 QU0199
 QU0199  NGVD 29 (??/??/??)  935.83   (m)         3070.3    (f) RESET       3  
 QU0199
 QU0199.Superseded values are not recommended for survey control.
 QU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0199.See file dsdata.txt to determine how the superseded data were derived.
 QU0199
 QU0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL473723(NAD 83)
 QU0199_MARKER: DB = BENCH MARK DISK
 QU0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0199_SP_SET: CONCRETE POST
 QU0199_STAMPING: J 61 RESET 1951
 QU0199_MARK LOGO: CGS   
 QU0199_PROJECTION: PROJECTING 15 CENTIMETERS
 QU0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0199+STABILITY: SURFACE MOTION
 QU0199
 QU0199  HISTORY     - Date     Condition        Report By
 QU0199  HISTORY     - 1951     MONUMENTED       CGS
 QU0199  HISTORY     - 1973     GOOD             USGS
 QU0199  HISTORY     - 1985     GOOD             NGS
 QU0199
 QU0199                          STATION DESCRIPTION
 QU0199
 QU0199'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0199'28.6 MI N FROM BROADUS.
 QU0199'JCT. OF U.S. HWYS. 212 AND 312, 3 MILES NW. OF BROADUS, POWDER
 QU0199'RIVER COUNTY, THENCE 27.1 MILES NORTH ALONG U.S. HWY. 312, 2.6
 QU0199'MILES SOUTH OF VOLBORG, CUSTER COUNTY, 103 YARDS NORTH OF A
 QU0199'METAL CULVERT, 76 FEET WEST OF THE CENTERLINE OF THE HWY., 15
 QU0199'FEET NORTH OF FENCE CORNER, IN CONCRETE POST PROJECTING 6 INCHES
 QU0199'ABOVE GROUND, STANDARD TABLET STAMPED J 61 RESET 1951.
 QU0199
 QU0199                          STATION RECOVERY (1985)
 QU0199
 QU0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0199'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 48.75 KM (30.3
 QU0199'MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY COURTHOUSE AT
 QU0199'BROADUS, 4.45 KM (2.75 MI) SOUTH OF VOLBURG, 0.25 KM (0.15 MI) SOUTH
 QU0199'OF MILEPOST 49, AT THE NORTH SIDE OF A DEEP RAVINE, 23.1 METERS (76.0
 QU0199'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.2 METERS (17.0 FT) NORTH
 QU0199'OF THE T JUNCTION OF RIGHT-OF-WAY FENCE AND A FENCE LINE LEADING
 QU0199'WEST, AND 0.9 METERS (3.0 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 QU0199'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QU0199'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0275 ***********************************************************************
 RT0275  DESIGNATION -  J 62
 RT0275  PID         -  RT0275
 RT0275  STATE/COUNTY-  MT/CUSTER
 RT0275  USGS QUAD   -  MILES CITY (1980)
 RT0275
 RT0275                         *CURRENT SURVEY CONTROL
 RT0275  ___________________________________________________________________
 RT0275* NAD 83(1986)-  46 23 21.     (N)    105 49 46.     (W)     SCALED    
 RT0275* NAVD 88     -       723.002  (meters)    2372.05   (feet)  ADJUSTED  
 RT0275  ___________________________________________________________________
 RT0275  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 RT0275  DYNAMIC HT  -         722.950 (meters)    2371.88  (feet)  COMP
 RT0275  MODELED GRAV-     980,518.9   (mgal)                       NAVD 88
 RT0275
 RT0275  VERT ORDER  -  FIRST     CLASS II
 RT0275
 RT0275.The horizontal coordinates were scaled from a topographic map and have
 RT0275.an estimated accuracy of +/- 6 seconds.
 RT0275
 RT0275.The orthometric height was determined by differential leveling
 RT0275.and adjusted by the National Geodetic Survey in June 1991..
 RT0275
 RT0275.The geoid height was determined by GEOID03.
 RT0275
 RT0275.The dynamic height is computed by dividing the NAVD 88
 RT0275.geopotential number by the normal gravity value computed on the
 RT0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0275.degrees latitude (g = 980.6199 gals.).
 RT0275
 RT0275.The modeled gravity was interpolated from observed gravity values.
 RT0275
 RT0275;                    North         East    Units  Estimated Accuracy
 RT0275;SPC MT       -   244,330.      882,080.      MT  (+/- 180 meters Scaled)
 RT0275
 RT0275                          SUPERSEDED SURVEY CONTROL
 RT0275
 RT0275  NGVD 29 (??/??/92)  722.406  (m)         2370.09   (f) ADJ UNCH    1 2
 RT0275
 RT0275.Superseded values are not recommended for survey control.
 RT0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0275.See file dsdata.txt to determine how the superseded data were derived.
 RT0275
 RT0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM362376(NAD 83)
 RT0275_MARKER: DB = BENCH MARK DISK
 RT0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0275_SP_SET: CONCRETE POST
 RT0275_STAMPING: J 62 1933
 RT0275_MARK LOGO: CGS   
 RT0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0275+STABILITY: SURFACE MOTION
 RT0275
 RT0275  HISTORY     - Date     Condition        Report By
 RT0275  HISTORY     - 1933     MONUMENTED       CGS
 RT0275  HISTORY     - 1960     GOOD             NGS
 RT0275  HISTORY     - 1985     GOOD             NGS
 RT0275
 RT0275                          STATION DESCRIPTION
 RT0275
 RT0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0275'2.3 MI SE FROM MILES CITY.
 RT0275'ABOUT 0.5 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0275'STATION AT MILES CITY TO THE MAIN STREET UNDERPASS, THENCE 0.4 MILE
 RT0275'EAST ALONG MAIN STREET, THENCE 1.4 MILE SOUTH ALONG SOUTH STREVELL
 RT0275'STREET AND STATE HIGHWAY 22, SOUTHWEST AND ACROSS THE HIGHWAY FROM A
 RT0275'CEMETERY, 142 YARDS NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY TO
 RT0275'THE CEMETERY, 142 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 RT0275'DRIVEWAY TO A FARMHOUSE, 100 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 RT0275'NORTHEAST OF A FENCE, 4 INCHES SOUTHEAST OF A METAL WITNESS POST,
 RT0275'ABOUT 3 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 RT0275'PROJECTING 6 INCHES.
 RT0275
 RT0275                          STATION RECOVERY (1985)
 RT0275
 RT0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RT0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0188 ***********************************************************************
 TH0188  DESIGNATION -  J 64
 TH0188  PID         -  TH0188
 TH0188  STATE/COUNTY-  MT/DANIELS
 TH0188  USGS QUAD   -  NAVAJO (1973)
 TH0188
 TH0188                         *CURRENT SURVEY CONTROL
 TH0188  ___________________________________________________________________
 TH0188* NAD 83(1986)-  48 47 52.     (N)    105 06 12.     (W)     SCALED    
 TH0188* NAVD 88     -       779.104  (meters)    2556.11   (feet)  ADJUSTED  
 TH0188  ___________________________________________________________________
 TH0188  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 TH0188  DYNAMIC HT  -         779.230 (meters)    2556.52  (feet)  COMP
 TH0188  MODELED GRAV-     980,746.5   (mgal)                       NAVD 88
 TH0188
 TH0188  VERT ORDER  -  SECOND    CLASS 0
 TH0188
 TH0188.The horizontal coordinates were scaled from a topographic map and have
 TH0188.an estimated accuracy of +/- 6 seconds.
 TH0188
 TH0188.The orthometric height was determined by differential leveling
 TH0188.and adjusted by the National Geodetic Survey in June 1991..
 TH0188
 TH0188.The geoid height was determined by GEOID03.
 TH0188
 TH0188.The dynamic height is computed by dividing the NAVD 88
 TH0188.geopotential number by the normal gravity value computed on the
 TH0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0188.degrees latitude (g = 980.6199 gals.).
 TH0188
 TH0188.The modeled gravity was interpolated from observed gravity values.
 TH0188
 TH0188;                    North         East    Units  Estimated Accuracy
 TH0188;SPC MT       -   514,440.      922,810.      MT  (+/- 180 meters Scaled)
 TH0188
 TH0188                          SUPERSEDED SURVEY CONTROL
 TH0188
 TH0188  NGVD 29 (??/??/92)  778.516  (m)         2554.18   (f) ADJ UNCH    2 0
 TH0188
 TH0188.Superseded values are not recommended for survey control.
 TH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0188.See file dsdata.txt to determine how the superseded data were derived.
 TH0188
 TH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ924049(NAD 83)
 TH0188_MARKER: DB = BENCH MARK DISK
 TH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0188_STAMPING: J 64 1934
 TH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0188+STABILITY: SURFACE MOTION
 TH0188
 TH0188  HISTORY     - Date     Condition        Report By
 TH0188  HISTORY     - 1934     MONUMENTED       CGS
 TH0188  HISTORY     - 1973     MARK NOT FOUND   USGS
 TH0188
 TH0188                          STATION DESCRIPTION
 TH0188
 TH0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0188'2.0 MI W FROM NAVAJO.
 TH0188'2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM NAVAJO, DANIELS
 TH0188'COUNTY, 176 YARDS WEST OF MILEPOST 83, 26 FEET EAST OF A HIGHWAY
 TH0188'CROSSING, AND 34 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 TH0188'STANDARD DISK, STAMPED J 64 1934 AND SET IN THE TOP OF A CONCRETE
 TH0188'POST.
 TH0188
 TH0188                          STATION RECOVERY (1973)
 TH0188
 TH0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TH0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0219 ***********************************************************************
 SR0219  DESIGNATION -  J 65
 SR0219  PID         -  SR0219
 SR0219  STATE/COUNTY-  MT/FERGUS
 SR0219  USGS QUAD   -  BAKER MONUMENT (1954)
 SR0219
 SR0219                         *CURRENT SURVEY CONTROL
 SR0219  ___________________________________________________________________
 SR0219* NAD 83(1986)-  47 43 26.     (N)    108 56 30.     (W)     SCALED    
 SR0219* NAVD 88     -       746.405  (meters)    2448.83   (feet)  ADJUSTED  
 SR0219  ___________________________________________________________________
 SR0219  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 SR0219  DYNAMIC HT  -         746.442 (meters)    2448.95  (feet)  COMP
 SR0219  MODELED GRAV-     980,637.3   (mgal)                       NAVD 88
 SR0219
 SR0219  VERT ORDER  -  FIRST     CLASS II
 SR0219
 SR0219.The horizontal coordinates were scaled from a topographic map and have
 SR0219.an estimated accuracy of +/- 6 seconds.
 SR0219
 SR0219.The orthometric height was determined by differential leveling
 SR0219.and adjusted by the National Geodetic Survey in June 1991..
 SR0219
 SR0219.The geoid height was determined by GEOID03.
 SR0219
 SR0219.The dynamic height is computed by dividing the NAVD 88
 SR0219.geopotential number by the normal gravity value computed on the
 SR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0219.degrees latitude (g = 980.6199 gals.).
 SR0219
 SR0219.The modeled gravity was interpolated from observed gravity values.
 SR0219
 SR0219;                    North         East    Units  Estimated Accuracy
 SR0219;SPC MT       -   386,160.      641,870.      MT  (+/- 180 meters Scaled)
 SR0219
 SR0219                          SUPERSEDED SURVEY CONTROL
 SR0219
 SR0219  NGVD 29 (??/??/92)  745.657  (m)         2446.38   (f) ADJ UNCH    1 2
 SR0219
 SR0219.Superseded values are not recommended for survey control.
 SR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0219.See file dsdata.txt to determine how the superseded data were derived.
 SR0219
 SR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT543876(NAD 83)
 SR0219_MARKER: DB = BENCH MARK DISK
 SR0219_SETTING: 80 = SET IN A BOULDER
 SR0219_STAMPING: J 65 1933
 SR0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0219+STABILITY: SURFACE MOTION
 SR0219
 SR0219  HISTORY     - Date     Condition        Report By
 SR0219  HISTORY     - 1933     MONUMENTED       CGS
 SR0219  HISTORY     - 1934     MARK NOT FOUND   NGS
 SR0219
 SR0219                          STATION DESCRIPTION
 SR0219
 SR0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SR0219'31.3 MI NE FROM WINIFRED.
 SR0219'31.3 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM WINIFRED, FERGUS
 SR0219'COUNTY, ON THE WEST BANK OF A DRY WASH, 180 FEET NORTH OF THE
 SR0219'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A
 SR0219'STANDARD DISK, STAMPED J 65 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0015 ***********************************************************************
 TK0015  DESIGNATION -  J 66
 TK0015  PID         -  TK0015
 TK0015  STATE/COUNTY-  MT/PHILLIPS
 TK0015  USGS QUAD   -  PHILLIPS (1965)
 TK0015
 TK0015                         *CURRENT SURVEY CONTROL
 TK0015  ___________________________________________________________________
 TK0015* NAD 83(1986)-  48 01 05.     (N)    108 13 06.     (W)     SCALED    
 TK0015* NAVD 88     -       897.164  (meters)    2943.45   (feet)  ADJUSTED  
 TK0015  ___________________________________________________________________
 TK0015  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TK0015  DYNAMIC HT  -         897.191 (meters)    2943.53  (feet)  COMP
 TK0015  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 TK0015
 TK0015  VERT ORDER  -  FIRST     CLASS II
 TK0015
 TK0015.The horizontal coordinates were scaled from a topographic map and have
 TK0015.an estimated accuracy of +/- 6 seconds.
 TK0015
 TK0015.The orthometric height was determined by differential leveling
 TK0015.and adjusted by the National Geodetic Survey in June 1991..
 TK0015.WARNING-Repeat measurements at this control monument indicate possible
 TK0015.vertical movement.
 TK0015
 TK0015.The geoid height was determined by GEOID03.
 TK0015
 TK0015.The dynamic height is computed by dividing the NAVD 88
 TK0015.geopotential number by the normal gravity value computed on the
 TK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0015.degrees latitude (g = 980.6199 gals.).
 TK0015
 TK0015.The modeled gravity was interpolated from observed gravity values.
 TK0015
 TK0015;                    North         East    Units  Estimated Accuracy
 TK0015;SPC MT       -   419,480.      695,560.      MT  (+/- 180 meters Scaled)
 TK0015
 TK0015                          SUPERSEDED SURVEY CONTROL
 TK0015
 TK0015  NGVD 29 (??/??/92)  896.348  (m)         2940.77   (f) ADJ UNCH    1 2
 TK0015
 TK0015.Superseded values are not recommended for survey control.
 TK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0015.See file dsdata.txt to determine how the superseded data were derived.
 TK0015
 TK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU074220(NAD 83)
 TK0015_MARKER: DB = BENCH MARK DISK
 TK0015_SETTING: 80 = SET IN A BOULDER
 TK0015_STAMPING: J-66 1933
 TK0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0015+STABILITY: SURFACE MOTION
 TK0015
 TK0015  HISTORY     - Date     Condition        Report By
 TK0015  HISTORY     - 1933     MONUMENTED       CGS
 TK0015  HISTORY     - 1965     GOOD             USGS
 TK0015  HISTORY     - 1980     GOOD             NGS
 TK0015
 TK0015                          STATION DESCRIPTION
 TK0015
 TK0015'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 TK0015'29.6 MI SW FROM MALTA.
 TK0015'MALTA, 29.6 MILES SW ALONG U.S. HIGHWAY 191 FROM GREAT NORTHERN
 TK0015'RAILWAY STATION.  300 FT. EAST OF ACCESS ROAD LEADING TO THE VESETH
 TK0015'RANCH AND 250 FT. SE OF CENTERLINE OF HIGHWAY.  ON TOP OF A 4X4X6 FT.
 TK0015'BOULDER, A STANDARD TABLET STAMPED J-66, 1933.
 TK0015
 TK0015                          STATION RECOVERY (1980)
 TK0015
 TK0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TK0015'47.8 KM (29.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 TK0015'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 TK0015'8.7 KM (5.4 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 TK0015'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, ON THE NORTHEAST SLOPE OF A
 TK0015'RIDGE IN THE TOP OF AN 8X10X6 FT BOULDER, 79.2 METERS
 TK0015'(260.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 76.2 METERS
 TK0015'(250.0 FT) NORTHWEST OF THE CENTER OF A ROAD LEADING EAST
 TK0015'TO THE VESETH RANCH, 73.2 METERS (240 FT) NORTHEAST OF A FENCE CORNER,
 TK0015'70.1 METERS (230.0 FT) EAST OF A FENCE, AND 67.1 METERS (220.0 FT)
 TK0015'NORTHWEST OF A FENCE.
 TK0015'THE MARK IS 1.8 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0177 ***********************************************************************
 QY0177  DESIGNATION -  J 68
 QY0177  PID         -  QY0177
 QY0177  STATE/COUNTY-  MT/BEAVERHEAD
 QY0177  USGS QUAD   -  DILLON WEST (1979)
 QY0177
 QY0177                         *CURRENT SURVEY CONTROL
 QY0177  ___________________________________________________________________
 QY0177* NAD 83(1986)-  45 13 24.     (N)    112 41 20.     (W)     SCALED    
 QY0177* NAVD 88     -      1651.903  (meters)    5419.62   (feet)  ADJUSTED  
 QY0177  ___________________________________________________________________
 QY0177  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 QY0177  DYNAMIC HT  -        1651.194 (meters)    5417.29  (feet)  COMP
 QY0177  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 QY0177
 QY0177  VERT ORDER  -  SECOND    CLASS 0
 QY0177
 QY0177.The horizontal coordinates were scaled from a topographic map and have
 QY0177.an estimated accuracy of +/- 6 seconds.
 QY0177
 QY0177.The orthometric height was determined by differential leveling
 QY0177.and adjusted by the National Geodetic Survey in June 1991..
 QY0177
 QY0177.The geoid height was determined by GEOID03.
 QY0177
 QY0177.The dynamic height is computed by dividing the NAVD 88
 QY0177.geopotential number by the normal gravity value computed on the
 QY0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0177.degrees latitude (g = 980.6199 gals.).
 QY0177
 QY0177.The modeled gravity was interpolated from observed gravity values.
 QY0177
 QY0177;                    North         East    Units  Estimated Accuracy
 QY0177;SPC MT       -   113,280.      349,650.      MT  (+/- 180 meters Scaled)
 QY0177
 QY0177                          SUPERSEDED SURVEY CONTROL
 QY0177
 QY0177  NGVD 29 (??/??/92) 1650.725  (m)         5415.75   (f) ADJ UNCH    2 0
 QY0177
 QY0177.Superseded values are not recommended for survey control.
 QY0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0177.See file dsdata.txt to determine how the superseded data were derived.
 QY0177
 QY0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR674091(NAD 83)
 QY0177_MARKER: DB = BENCH MARK DISK
 QY0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0177_STAMPING: J 68 1934
 QY0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0177+STABILITY: SURFACE MOTION
 QY0177
 QY0177  HISTORY     - Date     Condition        Report By
 QY0177  HISTORY     - 1934     MONUMENTED       CGS
 QY0177
 QY0177                          STATION DESCRIPTION
 QY0177
 QY0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0177'3.0 MI W FROM DILLON.
 QY0177'3.0 MILES WEST ALONG STATE HIGHWAY 36 FROM THE UNION PACIFIC RAILROAD
 QY0177'STATION AT DILLON, BEAVERHEAD COUNTY, 270 FEET SOUTHEAST OF THE
 QY0177'BEGINNING OF A WATERCOURSE, 177 FEET EAST OF THE REMAINS OF A STONE
 QY0177'HOUSE, 81 FEET NORTH OF THE SEVENTH POLE WEST OF THE CROSSING OF A ROW
 QY0177'OF POLES, AND 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 QY0177'STANDARD DISK, STAMPED J 68 1934 AND SET IN THE TOP OF A CONCRETE
 QY0177'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0453 ***********************************************************************
 RX0453  DESIGNATION -  J 69
 RX0453  PID         -  RX0453
 RX0453  STATE/COUNTY-  MT/DEER LODGE
 RX0453  USGS QUAD   -  ANACONDA SOUTH (1996)
 RX0453
 RX0453                         *CURRENT SURVEY CONTROL
 RX0453  ___________________________________________________________________
 RX0453* NAD 83(1986)-  46 02 33.     (N)    112 58 45.     (W)     SCALED    
 RX0453* NAVD 88     -      1897.508  (meters)    6225.41   (feet)  ADJUSTED  
 RX0453  ___________________________________________________________________
 RX0453  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 RX0453  DYNAMIC HT  -        1896.710 (meters)    6222.79  (feet)  COMP
 RX0453  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 RX0453
 RX0453  VERT ORDER  -  SECOND    CLASS 0
 RX0453
 RX0453.The horizontal coordinates were scaled from a topographic map and have
 RX0453.an estimated accuracy of +/- 6 seconds.
 RX0453
 RX0453.The orthometric height was determined by differential leveling
 RX0453.and adjusted by the National Geodetic Survey in June 1991..
 RX0453
 RX0453.The geoid height was determined by GEOID03.
 RX0453
 RX0453.The dynamic height is computed by dividing the NAVD 88
 RX0453.geopotential number by the normal gravity value computed on the
 RX0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0453.degrees latitude (g = 980.6199 gals.).
 RX0453
 RX0453.The modeled gravity was interpolated from observed gravity values.
 RX0453
 RX0453;                    North         East    Units  Estimated Accuracy
 RX0453;SPC MT       -   205,180.      330,910.      MT  (+/- 180 meters Scaled)
 RX0453
 RX0453                          SUPERSEDED SURVEY CONTROL
 RX0453
 RX0453  NGVD 29 (??/??/92) 1896.251  (m)         6221.28   (f) ADJ UNCH    2 0
 RX0453
 RX0453.Superseded values are not recommended for survey control.
 RX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0453.See file dsdata.txt to determine how the superseded data were derived.
 RX0453
 RX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS468006(NAD 83)
 RX0453_MARKER: DB = BENCH MARK DISK
 RX0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0453_STAMPING: J 69 1934
 RX0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0453+STABILITY: SURFACE MOTION
 RX0453
 RX0453  HISTORY     - Date     Condition        Report By
 RX0453  HISTORY     - 1934     MONUMENTED       CGS
 RX0453  HISTORY     - 1958     MARK NOT FOUND   USGS
 RX0453
 RX0453                          STATION DESCRIPTION
 RX0453
 RX0453'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RX0453'7.2 MI SW FROM ANACONDA.
 RX0453'7.2 MILES SOUTHWEST ALONG OLD STATE HIGHWAY 43 FROM THE CROSSING OF
 RX0453'THE BUTTE, ANACONDA AND PACIFIC RAILWAY AT ANACONDA, DEER LODGE
 RX0453'COUNTY, 330 FEET SOUTHWEST OF THE MIDDLE OF A BRIDGE OVER A CREEK,
 RX0453'ACROSS THE CREEK FROM A PROMINENT WHITE ROCK OUTCROP ON THE SOUTH
 RX0453'SLOPE OF A HILL, AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A
 RX0453'STANDARD DISK, STAMPED J 69 1934 AND SET IN THE TOP OF A CONCRETE
 RX0453'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0259 ***********************************************************************
 QV0259  DESIGNATION -  J 7
 QV0259  PID         -  QV0259
 QV0259  STATE/COUNTY-  MT/BIG HORN
 QV0259  USGS QUAD   -  WALKER HILL (1980)
 QV0259
 QV0259                         *CURRENT SURVEY CONTROL
 QV0259  ___________________________________________________________________
 QV0259* NAD 83(1986)-  45 42 35.     (N)    107 39 04.     (W)     SCALED    
 QV0259* NAVD 88     -       897.881  (meters)    2945.80   (feet)  ADJUSTED  
 QV0259  ___________________________________________________________________
 QV0259  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 QV0259  DYNAMIC HT  -         897.702 (meters)    2945.21  (feet)  COMP
 QV0259  MODELED GRAV-     980,387.0   (mgal)                       NAVD 88
 QV0259
 QV0259  VERT ORDER  -  FIRST     CLASS II
 QV0259
 QV0259.The horizontal coordinates were scaled from a topographic map and have
 QV0259.an estimated accuracy of +/- 6 seconds.
 QV0259
 QV0259.The orthometric height was determined by differential leveling
 QV0259.and adjusted by the National Geodetic Survey in June 1991..
 QV0259
 QV0259.The geoid height was determined by GEOID03.
 QV0259
 QV0259.The dynamic height is computed by dividing the NAVD 88
 QV0259.geopotential number by the normal gravity value computed on the
 QV0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0259.degrees latitude (g = 980.6199 gals.).
 QV0259
 QV0259.The modeled gravity was interpolated from observed gravity values.
 QV0259
 QV0259;                    North         East    Units  Estimated Accuracy
 QV0259;SPC MT       -   163,930.      743,900.      MT  (+/- 180 meters Scaled)
 QV0259
 QV0259                          SUPERSEDED SURVEY CONTROL
 QV0259
 QV0259  NGVD 29 (??/??/92)  897.175  (m)         2943.48   (f) ADJ UNCH    1 2
 QV0259
 QV0259.Superseded values are not recommended for survey control.
 QV0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0259.See file dsdata.txt to determine how the superseded data were derived.
 QV0259
 QV0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL936652(NAD 83)
 QV0259_MARKER: B = BOLT
 QV0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0259_SP_SET: ABUTMENT
 QV0259_STAMPING: USBM
 QV0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0259
 QV0259  HISTORY     - Date     Condition        Report By
 QV0259  HISTORY     - UNK      MONUMENTED       CGS
 QV0259  HISTORY     - 1957     GOOD             NGS
 QV0259
 QV0259                          STATION DESCRIPTION
 QV0259
 QV0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QV0259'2.7 MI SW FROM HARDIN.
 QV0259'ABOUT 2.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0259'RAILROAD FROM THE STATION AT HARDIN, IN THE TOP OF THE SOUTH END OF
 QV0259'THE WEST ABUTMENT OF BRIDGE 786.40, 5 1/2 RAILS EAST OF THE CENTER OF
 QV0259'A ROAD CROSSING, 8 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 4 1/2 FEET
 QV0259'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0634 ***********************************************************************
 SS0634  DESIGNATION -  J 7 U
 SS0634  PID         -  SS0634
 SS0634  STATE/COUNTY-  MT/CHOUTEAU
 SS0634  USGS QUAD   -  FLICK LAKE (1994)
 SS0634
 SS0634                         *CURRENT SURVEY CONTROL
 SS0634  ___________________________________________________________________
 SS0634* NAD 83(1986)-  47 44 53.     (N)    111 11 55.     (W)     SCALED    
 SS0634* NAVD 88     -      1075.047  (meters)    3527.05   (feet)  ADJUSTED  
 SS0634  ___________________________________________________________________
 SS0634  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 SS0634  DYNAMIC HT  -        1075.019 (meters)    3526.96  (feet)  COMP
 SS0634  MODELED GRAV-     980,549.1   (mgal)                       NAVD 88
 SS0634
 SS0634  VERT ORDER  -  SECOND    CLASS 0
 SS0634
 SS0634.The horizontal coordinates were scaled from a topographic map and have
 SS0634.an estimated accuracy of +/- 6 seconds.
 SS0634
 SS0634.The orthometric height was determined by differential leveling
 SS0634.and adjusted by the National Geodetic Survey in June 1991..
 SS0634
 SS0634.The geoid height was determined by GEOID03.
 SS0634
 SS0634.The dynamic height is computed by dividing the NAVD 88
 SS0634.geopotential number by the normal gravity value computed on the
 SS0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0634.degrees latitude (g = 980.6199 gals.).
 SS0634
 SS0634.The modeled gravity was interpolated from observed gravity values.
 SS0634
 SS0634;                    North         East    Units  Estimated Accuracy
 SS0634;SPC MT       -   390,080.      472,700.      MT  (+/- 180 meters Scaled)
 SS0634
 SS0634                          SUPERSEDED SURVEY CONTROL
 SS0634
 SS0634  NGVD 29 (??/??/92) 1074.144  (m)         3524.09   (f) ADJ UNCH    2 0
 SS0634
 SS0634.Superseded values are not recommended for survey control.
 SS0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0634.See file dsdata.txt to determine how the superseded data were derived.
 SS0634
 SS0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT851883(NAD 83)
 SS0634_MARKER: DS = TRIANGULATION STATION DISK
 SS0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0634_STAMPING: J 7 U 1961
 SS0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0634+STABILITY: SURFACE MOTION
 SS0634
 SS0634  HISTORY     - Date     Condition        Report By
 SS0634  HISTORY     - 1961     MONUMENTED       CGS
 SS0634
 SS0634                          STATION DESCRIPTION
 SS0634
 SS0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0634'14.4 MI W FROM CARTER.
 SS0634'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0634'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.7 MILES
 SS0634'SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL HILL, 32 FEET WEST
 SS0634'OF THE CENTER LINE OF THE ROAD, 46 FEET SOUTH OF J 7 U R.M. 2, 34 1/2
 SS0634'FEET NORTH OF J 7 U R.M. 1, 4 FEET SOUTH OF A POWER LINE POLE, 3.0
 SS0634'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 SS0634'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SS0634'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0635 ***********************************************************************
 SS0635  DESIGNATION -  J 7 U RM 1
 SS0635  PID         -  SS0635
 SS0635  STATE/COUNTY-  MT/CHOUTEAU
 SS0635  USGS QUAD   -  FLICK LAKE (1994)
 SS0635
 SS0635                         *CURRENT SURVEY CONTROL
 SS0635  ___________________________________________________________________
 SS0635* NAD 83(1986)-  47 44 53.     (N)    111 11 55.     (W)     SCALED    
 SS0635* NAVD 88     -      1074.987  (meters)    3526.85   (feet)  ADJUSTED  
 SS0635  ___________________________________________________________________
 SS0635  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 SS0635  DYNAMIC HT  -        1074.959 (meters)    3526.76  (feet)  COMP
 SS0635  MODELED GRAV-     980,549.1   (mgal)                       NAVD 88
 SS0635
 SS0635  VERT ORDER  -  SECOND    CLASS 0
 SS0635
 SS0635.The horizontal coordinates were scaled from a topographic map and have
 SS0635.an estimated accuracy of +/- 6 seconds.
 SS0635
 SS0635.The orthometric height was determined by differential leveling
 SS0635.and adjusted by the National Geodetic Survey in June 1991..
 SS0635
 SS0635.The geoid height was determined by GEOID03.
 SS0635
 SS0635.The dynamic height is computed by dividing the NAVD 88
 SS0635.geopotential number by the normal gravity value computed on the
 SS0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0635.degrees latitude (g = 980.6199 gals.).
 SS0635
 SS0635.The modeled gravity was interpolated from observed gravity values.
 SS0635
 SS0635;                    North         East    Units  Estimated Accuracy
 SS0635;SPC MT       -   390,080.      472,700.      MT  (+/- 180 meters Scaled)
 SS0635
 SS0635                          SUPERSEDED SURVEY CONTROL
 SS0635
 SS0635  NGVD 29 (??/??/92) 1074.084  (m)         3523.89   (f) ADJ UNCH    2 0
 SS0635
 SS0635.Superseded values are not recommended for survey control.
 SS0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0635.See file dsdata.txt to determine how the superseded data were derived.
 SS0635
 SS0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT851883(NAD 83)
 SS0635_MARKER: DR = REFERENCE MARK DISK
 SS0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0635_STAMPING: J 7 U NO. 1 1961
 SS0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0635+STABILITY: SURFACE MOTION
 SS0635
 SS0635  HISTORY     - Date     Condition        Report By
 SS0635  HISTORY     - 1961     MONUMENTED       CGS
 SS0635
 SS0635                          STATION DESCRIPTION
 SS0635
 SS0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0635'14.4 MI W FROM CARTER.
 SS0635'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0635'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.7 MILES
 SS0635'SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL HILL, 34 1/2 FEET
 SS0635'SOUTH OF TRIANGULATION STATION J 7 U, 32 1/2 FEET WEST OF THE CENTER
 SS0635'LINE OF THE ROAD, 38 1/2 FEET SOUTH OF A POWER LINE POLE, 31 FEET
 SS0635'SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 SS0635'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0633 ***********************************************************************
 SS0633  DESIGNATION -  J 7 U RM 2
 SS0633  PID         -  SS0633
 SS0633  STATE/COUNTY-  MT/CHOUTEAU
 SS0633  USGS QUAD   -  FLICK LAKE (1994)
 SS0633
 SS0633                         *CURRENT SURVEY CONTROL
 SS0633  ___________________________________________________________________
 SS0633* NAD 83(1986)-  47 44 53.     (N)    111 11 55.     (W)     SCALED    
 SS0633* NAVD 88     -      1074.892  (meters)    3526.54   (feet)  ADJUSTED  
 SS0633  ___________________________________________________________________
 SS0633  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 SS0633  DYNAMIC HT  -        1074.865 (meters)    3526.45  (feet)  COMP
 SS0633  MODELED GRAV-     980,549.1   (mgal)                       NAVD 88
 SS0633
 SS0633  VERT ORDER  -  SECOND    CLASS 0
 SS0633
 SS0633.The horizontal coordinates were scaled from a topographic map and have
 SS0633.an estimated accuracy of +/- 6 seconds.
 SS0633
 SS0633.The orthometric height was determined by differential leveling
 SS0633.and adjusted by the National Geodetic Survey in June 1991..
 SS0633
 SS0633.The geoid height was determined by GEOID03.
 SS0633
 SS0633.The dynamic height is computed by dividing the NAVD 88
 SS0633.geopotential number by the normal gravity value computed on the
 SS0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0633.degrees latitude (g = 980.6199 gals.).
 SS0633
 SS0633.The modeled gravity was interpolated from observed gravity values.
 SS0633
 SS0633;                    North         East    Units  Estimated Accuracy
 SS0633;SPC MT       -   390,080.      472,700.      MT  (+/- 180 meters Scaled)
 SS0633
 SS0633                          SUPERSEDED SURVEY CONTROL
 SS0633
 SS0633  NGVD 29 (??/??/92) 1073.990  (m)         3523.58   (f) ADJ UNCH    2 0
 SS0633
 SS0633.Superseded values are not recommended for survey control.
 SS0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0633.See file dsdata.txt to determine how the superseded data were derived.
 SS0633
 SS0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT851883(NAD 83)
 SS0633_MARKER: DR = REFERENCE MARK DISK
 SS0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0633_STAMPING: J 7 U NO. 2 1961
 SS0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0633+STABILITY: SURFACE MOTION
 SS0633
 SS0633  HISTORY     - Date     Condition        Report By
 SS0633  HISTORY     - 1961     MONUMENTED       CGS
 SS0633
 SS0633                          STATION DESCRIPTION
 SS0633
 SS0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0633'14.4 MI W FROM CARTER.
 SS0633'0.5 MILE NORTH ALONG A COUNTY ROAD FROM THE GENERAL MILLS ELEVATOR AT
 SS0633'CARTER, THENCE 11.2 MILES WEST ALONG A COUNTY ROAD, THENCE 2.7 MILES
 SS0633'SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL HILL, 46 FEET NORTH
 SS0633'OF TRIANGULATION STATION J 7 U, 32 1/2 FEET WEST OF THE CENTER LINE OF
 SS0633'THE ROAD, 42 FEET NORTH OF A POWER LINE POLE, 47 FEET NORTH OF A
 SS0633'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SS0633'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0396 ***********************************************************************
 QY0396  DESIGNATION -  J 71
 QY0396  PID         -  QY0396
 QY0396  STATE/COUNTY-  MT/RAVALLI
 QY0396  USGS QUAD   -  SULA (1994)
 QY0396
 QY0396                         *CURRENT SURVEY CONTROL
 QY0396  ___________________________________________________________________
 QY0396* NAD 83(1986)-  45 48 46.     (N)    113 57 00.     (W)     SCALED    
 QY0396* NAVD 88     -      1420.864  (meters)    4661.62   (feet)  ADJUSTED  
 QY0396  ___________________________________________________________________
 QY0396  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 QY0396  DYNAMIC HT  -        1420.345 (meters)    4659.92  (feet)  COMP
 QY0396  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 QY0396
 QY0396  VERT ORDER  -  FIRST     CLASS II
 QY0396
 QY0396.The horizontal coordinates were scaled from a topographic map and have
 QY0396.an estimated accuracy of +/- 6 seconds.
 QY0396
 QY0396.The orthometric height was determined by differential leveling
 QY0396.and adjusted by the National Geodetic Survey in June 1991..
 QY0396
 QY0396.The geoid height was determined by GEOID03.
 QY0396
 QY0396.The dynamic height is computed by dividing the NAVD 88
 QY0396.geopotential number by the normal gravity value computed on the
 QY0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0396.degrees latitude (g = 980.6199 gals.).
 QY0396
 QY0396.The modeled gravity was interpolated from observed gravity values.
 QY0396
 QY0396;                    North         East    Units  Estimated Accuracy
 QY0396;SPC MT       -   183,500.      254,450.      MT  (+/- 180 meters Scaled)
 QY0396
 QY0396                          SUPERSEDED SURVEY CONTROL
 QY0396
 QY0396  NGVD 29 (??/??/92) 1419.653  (m)         4657.64   (f) ADJ UNCH    1 2
 QY0396
 QY0396.Superseded values are not recommended for survey control.
 QY0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0396.See file dsdata.txt to determine how the superseded data were derived.
 QY0396
 QY0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR708774(NAD 83)
 QY0396_MARKER: DB = BENCH MARK DISK
 QY0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0396_STAMPING: 4657.743 J 71 1934
 QY0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0396+STABILITY: SURFACE MOTION
 QY0396
 QY0396  HISTORY     - Date     Condition        Report By
 QY0396  HISTORY     - 1934     MONUMENTED       CGS
 QY0396  HISTORY     - 1958     MARK NOT FOUND   USGS
 QY0396  HISTORY     - 1974     MARK NOT FOUND   USGS
 QY0396
 QY0396                          STATION DESCRIPTION
 QY0396
 QY0396'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QY0396'2.5 MI S FROM SULA.
 QY0396'2.5 MILES SOUTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 93 FROM THE OLD
 QY0396'POST OFFICE AT SULA, 0.4 MILE SOUTH OF THE CAMP CREEK RANGER STATION,
 QY0396'AT THE MOUTH OF A SMALL RAVINE, 70 FEET WEST OF A LARGE 4-FOOT PINE
 QY0396'TREE, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET SOUTH
 QY0396'OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED 4657.743 J 71 1934 AND
 QY0396'SET IN THE TOP OF A CONCRETE POST.  NOTE-- AT THE MOUTH OF THE SMALL
 QY0396'RAVINE DESCRIBED THE GROUND IS TORN UP BY A PAST LOGGING OPERATION.
 QY0396'MARK MAY BE DEEPLY BURIED HERE AND MAY BE DESTROYED.  NO ONE IN
 QY0396'VICINITY OF SULA RANGER STATION KNOWS ANYTHING ABOUT IT.
 QY0396
 QY0396                          STATION RECOVERY (1974)
 QY0396
 QY0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QY0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0105 ***********************************************************************
 RY0105  DESIGNATION -  J 72
 RY0105  PID         -  RY0105
 RY0105  STATE/COUNTY-  MT/RAVALLI
 RY0105  USGS QUAD   -  HAMILTON NORTH (1967)
 RY0105
 RY0105                         *CURRENT SURVEY CONTROL
 RY0105  ___________________________________________________________________
 RY0105* NAD 83(1986)-  46 15 48.     (N)    114 09 23.     (W)     SCALED    
 RY0105* NAVD 88     -      1078.920  (meters)    3539.76   (feet)  ADJUSTED  
 RY0105  ___________________________________________________________________
 RY0105  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 RY0105  DYNAMIC HT  -        1078.645 (meters)    3538.85  (feet)  COMP
 RY0105  MODELED GRAV-     980,323.9   (mgal)                       NAVD 88
 RY0105
 RY0105  VERT ORDER  -  FIRST     CLASS II
 RY0105
 RY0105.The horizontal coordinates were scaled from a topographic map and have
 RY0105.an estimated accuracy of +/- 6 seconds.
 RY0105
 RY0105.The orthometric height was determined by differential leveling
 RY0105.and adjusted by the National Geodetic Survey in June 1991..
 RY0105
 RY0105.The geoid height was determined by GEOID03.
 RY0105
 RY0105.The dynamic height is computed by dividing the NAVD 88
 RY0105.geopotential number by the normal gravity value computed on the
 RY0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0105.degrees latitude (g = 980.6199 gals.).
 RY0105
 RY0105.The modeled gravity was interpolated from observed gravity values.
 RY0105
 RY0105;                    North         East    Units  Estimated Accuracy
 RY0105;SPC MT       -   234,400.      241,420.      MT  (+/- 180 meters Scaled)
 RY0105
 RY0105                          SUPERSEDED SURVEY CONTROL
 RY0105
 RY0105  NGVD 29 (??/??/92) 1077.819  (m)         3536.14   (f) ADJ UNCH    1 2
 RY0105
 RY0105.Superseded values are not recommended for survey control.
 RY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0105.See file dsdata.txt to determine how the superseded data were derived.
 RY0105
 RY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM191272(NAD 83)
 RY0105_MARKER: DB = BENCH MARK DISK
 RY0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0105_STAMPING: 3536.220 J 72 1934
 RY0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0105+STABILITY: SURFACE MOTION
 RY0105
 RY0105  HISTORY     - Date     Condition        Report By
 RY0105  HISTORY     - 1934     MONUMENTED       CGS
 RY0105  HISTORY     - 1935     GOOD             NGS
 RY0105  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 RY0105
 RY0105                          STATION DESCRIPTION
 RY0105
 RY0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0105'1.5 MI N FROM HAMILTON.
 RY0105'1.5 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0105'HAMILTON, 0.1 MILE SOUTH OF MILEPOST 47, AT THE SOUTH BREAK OF A WIDE
 RY0105'CURVE TO THE EAST, AT THE CROSSING OF A ROW OF POWER-TRANSMISSION
 RY0105'POLES, 66 FEET SOUTHWEST OF A BRACED POLE, 30 FEET WEST OF THE
 RY0105'CENTERLINE OF THE TRACK, AND 20 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 RY0105'STANDARD DISK, STAMPED 3536.220 J 72 1934 AND SET IN THE TOP OF A
 RY0105'CONCRETE POST.
 RY0105
 RY0105                          STATION RECOVERY (1986)
 RY0105
 RY0105'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0609 ***********************************************************************
 RX0609  DESIGNATION -  J 74
 RX0609  PID         -  RX0609
 RX0609  STATE/COUNTY-  MT/RAVALLI
 RX0609  USGS QUAD   -  GIRD POINT (1974)
 RX0609
 RX0609                         *CURRENT SURVEY CONTROL
 RX0609  ___________________________________________________________________
 RX0609* NAD 83(1986)-  46 11 19.     (N)    113 53 23.     (W)     SCALED    
 RX0609* NAVD 88     -      1492.090  (meters)    4895.30   (feet)  ADJUSTED  
 RX0609  ___________________________________________________________________
 RX0609  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 RX0609  DYNAMIC HT  -        1491.593 (meters)    4893.67  (feet)  COMP
 RX0609  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 RX0609
 RX0609  VERT ORDER  -  SECOND    CLASS 0
 RX0609
 RX0609.The horizontal coordinates were scaled from a topographic map and have
 RX0609.an estimated accuracy of +/- 6 seconds.
 RX0609
 RX0609.The orthometric height was determined by differential leveling
 RX0609.and adjusted by the National Geodetic Survey in June 1991..
 RX0609
 RX0609.The geoid height was determined by GEOID03.
 RX0609
 RX0609.The dynamic height is computed by dividing the NAVD 88
 RX0609.geopotential number by the normal gravity value computed on the
 RX0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0609.degrees latitude (g = 980.6199 gals.).
 RX0609
 RX0609.The modeled gravity was interpolated from observed gravity values.
 RX0609
 RX0609;                    North         East    Units  Estimated Accuracy
 RX0609;SPC MT       -   224,920.      261,460.      MT  (+/- 180 meters Scaled)
 RX0609
 RX0609                          SUPERSEDED SURVEY CONTROL
 RX0609
 RX0609  NGVD 29 (??/??/92) 1490.895  (m)         4891.38   (f) ADJ UNCH    2 0
 RX0609
 RX0609.Superseded values are not recommended for survey control.
 RX0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0609.See file dsdata.txt to determine how the superseded data were derived.
 RX0609
 RX0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS770190(NAD 83)
 RX0609_MARKER: DB = BENCH MARK DISK
 RX0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0609_STAMPING: J 74 1934
 RX0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0609+STABILITY: SURFACE MOTION
 RX0609
 RX0609  HISTORY     - Date     Condition        Report By
 RX0609  HISTORY     - 1934     MONUMENTED       CGS
 RX0609  HISTORY     - 1974     MARK NOT FOUND   USGS
 RX0609
 RX0609                          STATION DESCRIPTION
 RX0609
 RX0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0609'10.9 MI SW FROM SKALKAHO PASS.
 RX0609'IN RAVALLI COUNTY, 10.9 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM
 RX0609'UNITED STATES GEOLOGICAL SURVEY BENCH MARK 7258 AT SKALKAHO PASS,
 RX0609'GRANITE COUNTY, 1.8 MILES NORTHEAST OF A BOY SCOUT CAMP, 120 FEET
 RX0609'SOUTHWEST OF A SMALL MASONRY CULVERT, 34 FEET SOUTHEAST OF THE
 RX0609'CENTERLINE OF THE HIGHWAY, 20 FEET SOUTHEAST OF A TELEPHONE POLE, 15
 RX0609'FEET SOUTHWEST OF A 5-FOOT PINE TREE SUPPORTING A WIRE, AND ABOUT 4
 RX0609'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 74 1934 AND
 RX0609'SET IN THE TOP OF A CONCRETE POST.
 RX0609
 RX0609                          STATION RECOVERY (1974)
 RX0609
 RX0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RX0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0615 ***********************************************************************
 SS0615  DESIGNATION -  J 8 T
 SS0615  PID         -  SS0615
 SS0615  STATE/COUNTY-  MT/CASCADE
 SS0615  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0615
 SS0615                         *CURRENT SURVEY CONTROL
 SS0615  ___________________________________________________________________
 SS0615* NAD 83(1986)-  47 41 35.     (N)    111 25 50.     (W)     SCALED    
 SS0615* NAVD 88     -      1128.191  (meters)    3701.41   (feet)  ADJUSTED  
 SS0615  ___________________________________________________________________
 SS0615  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS0615  DYNAMIC HT  -        1128.133 (meters)    3701.22  (feet)  COMP
 SS0615  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 SS0615
 SS0615  VERT ORDER  -  SECOND    CLASS 0
 SS0615
 SS0615.The horizontal coordinates were scaled from a topographic map and have
 SS0615.an estimated accuracy of +/- 6 seconds.
 SS0615
 SS0615.The orthometric height was determined by differential leveling
 SS0615.and adjusted by the National Geodetic Survey in June 1991..
 SS0615
 SS0615.The geoid height was determined by GEOID03.
 SS0615
 SS0615.The dynamic height is computed by dividing the NAVD 88
 SS0615.geopotential number by the normal gravity value computed on the
 SS0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0615.degrees latitude (g = 980.6199 gals.).
 SS0615
 SS0615.The modeled gravity was interpolated from observed gravity values.
 SS0615
 SS0615;                    North         East    Units  Estimated Accuracy
 SS0615;SPC MT       -   384,370.      455,170.      MT  (+/- 180 meters Scaled)
 SS0615
 SS0615                          SUPERSEDED SURVEY CONTROL
 SS0615
 SS0615  NGVD 29 (??/??/92) 1127.272  (m)         3698.39   (f) ADJ UNCH    2 0
 SS0615
 SS0615.Superseded values are not recommended for survey control.
 SS0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0615.See file dsdata.txt to determine how the superseded data were derived.
 SS0615
 SS0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT676822(NAD 83)
 SS0615_MARKER: DS = TRIANGULATION STATION DISK
 SS0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0615_STAMPING: J 8 T 1961
 SS0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0615+STABILITY: SURFACE MOTION
 SS0615
 SS0615  HISTORY     - Date     Condition        Report By
 SS0615  HISTORY     - 1961     MONUMENTED       CGS
 SS0615
 SS0615                          STATION DESCRIPTION
 SS0615
 SS0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0615'9.2 MI NE FROM NEUMAN SCHOOL.
 SS0615'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS0615'MILE NORTH ALONG A COUNTY ROAD, THENCE 5.0 MILE EAST ALONG A COUNTY
 SS0615'ROAD, THENCE 2.7 MILES NORTH ALONG A COUNTY ROAD, 0.3 MILE SOUTH OF
 SS0615'THE CASCADE-TETON COUNTY LINE, AT THE CREST OF A SMALL HILL, 43 FEET
 SS0615'WEST OF THE CENTER LINE OF THE ROAD, 56 FEET SOUTH OF J 8 T R.M. 2, 49
 SS0615'FEET NORTH OF J 8 T R.M. 1, 1.5 FEET SOUTH-SOUTHEAST OF A WITNESS
 SS0615'POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SS0615'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0613 ***********************************************************************
 SS0613  DESIGNATION -  J 8 T AZ MK
 SS0613  PID         -  SS0613
 SS0613  STATE/COUNTY-  MT/CASCADE
 SS0613  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0613
 SS0613                         *CURRENT SURVEY CONTROL
 SS0613  ___________________________________________________________________
 SS0613* NAD 83(1986)-  47 41 08.     (N)    111 25 51.     (W)     SCALED    
 SS0613* NAVD 88     -      1130.822  (meters)    3710.04   (feet)  ADJUSTED  
 SS0613  ___________________________________________________________________
 SS0613  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS0613  DYNAMIC HT  -        1130.763 (meters)    3709.84  (feet)  COMP
 SS0613  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 SS0613
 SS0613  VERT ORDER  -  SECOND    CLASS 0
 SS0613
 SS0613.The horizontal coordinates were scaled from a topographic map and have
 SS0613.an estimated accuracy of +/- 6 seconds.
 SS0613
 SS0613.The orthometric height was determined by differential leveling
 SS0613.and adjusted by the National Geodetic Survey in June 1991..
 SS0613
 SS0613.The geoid height was determined by GEOID03.
 SS0613
 SS0613.The dynamic height is computed by dividing the NAVD 88
 SS0613.geopotential number by the normal gravity value computed on the
 SS0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0613.degrees latitude (g = 980.6199 gals.).
 SS0613
 SS0613.The modeled gravity was interpolated from observed gravity values.
 SS0613
 SS0613;                    North         East    Units  Estimated Accuracy
 SS0613;SPC MT       -   383,540.      455,130.      MT  (+/- 180 meters Scaled)
 SS0613
 SS0613                          SUPERSEDED SURVEY CONTROL
 SS0613
 SS0613  NGVD 29 (??/??/92) 1129.904  (m)         3707.03   (f) ADJ UNCH    2 0
 SS0613
 SS0613.Superseded values are not recommended for survey control.
 SS0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0613.See file dsdata.txt to determine how the superseded data were derived.
 SS0613
 SS0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT676814(NAD 83)
 SS0613_MARKER: DZ = AZIMUTH MARK DISK
 SS0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0613_STAMPING: J 8 T 1961
 SS0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0613+STABILITY: SURFACE MOTION
 SS0613
 SS0613  HISTORY     - Date     Condition        Report By
 SS0613  HISTORY     - 1961     MONUMENTED       CGS
 SS0613
 SS0613                          STATION DESCRIPTION
 SS0613
 SS0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0613'8.65 MI NE FROM NEUMAN SCHOOL.
 SS0613'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS0613'MILE NORTH ALONG A COUNTY ROAD, THENCE 5.0 MILES EAST ALONG A COUNTY
 SS0613'ROAD, THENCE 2.15 MILES NORTH ALONG A COUNTY ROAD, 191 FEET WEST OF
 SS0613'THE CENTER LINE OF THE ROAD, 2 FEET NORTH-NORTHEAST OF THE NORTHEAST
 SS0613'CORNER OF AN ABANDONED HOUSE, 2.0 FEET NORTH-NORTHWEST OF A WITNESS
 SS0613'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0613'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0614 ***********************************************************************
 SS0614  DESIGNATION -  J 8 T RM 1
 SS0614  PID         -  SS0614
 SS0614  STATE/COUNTY-  MT/CASCADE
 SS0614  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0614
 SS0614                         *CURRENT SURVEY CONTROL
 SS0614  ___________________________________________________________________
 SS0614* NAD 83(1986)-  47 41 35.     (N)    111 25 50.     (W)     SCALED    
 SS0614* NAVD 88     -      1128.207  (meters)    3701.46   (feet)  ADJUSTED  
 SS0614  ___________________________________________________________________
 SS0614  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS0614  DYNAMIC HT  -        1128.149 (meters)    3701.27  (feet)  COMP
 SS0614  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 SS0614
 SS0614  VERT ORDER  -  SECOND    CLASS 0
 SS0614
 SS0614.The horizontal coordinates were scaled from a topographic map and have
 SS0614.an estimated accuracy of +/- 6 seconds.
 SS0614
 SS0614.The orthometric height was determined by differential leveling
 SS0614.and adjusted by the National Geodetic Survey in June 1991..
 SS0614
 SS0614.The geoid height was determined by GEOID03.
 SS0614
 SS0614.The dynamic height is computed by dividing the NAVD 88
 SS0614.geopotential number by the normal gravity value computed on the
 SS0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0614.degrees latitude (g = 980.6199 gals.).
 SS0614
 SS0614.The modeled gravity was interpolated from observed gravity values.
 SS0614
 SS0614;                    North         East    Units  Estimated Accuracy
 SS0614;SPC MT       -   384,370.      455,170.      MT  (+/- 180 meters Scaled)
 SS0614
 SS0614                          SUPERSEDED SURVEY CONTROL
 SS0614
 SS0614  NGVD 29 (??/??/92) 1127.288  (m)         3698.44   (f) ADJ UNCH    2 0
 SS0614
 SS0614.Superseded values are not recommended for survey control.
 SS0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0614.See file dsdata.txt to determine how the superseded data were derived.
 SS0614
 SS0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT676822(NAD 83)
 SS0614_MARKER: DR = REFERENCE MARK DISK
 SS0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0614_STAMPING: J 8 T NO. 1 1961
 SS0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0614+STABILITY: SURFACE MOTION
 SS0614
 SS0614  HISTORY     - Date     Condition        Report By
 SS0614  HISTORY     - 1961     MONUMENTED       CGS
 SS0614
 SS0614                          STATION DESCRIPTION
 SS0614
 SS0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0614'9.2 MI NE FROM NEUMAN SCHOOL.
 SS0614'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS0614'MILE NORTH ALONG A COUNTY ROAD, THENCE 5.0 MILE EAST ALONG A COUNTY
 SS0614'ROAD, THENCE 2.7 MILES NORTH ALONG A COUNTY ROAD, 0.3 MILE SOUTH OF
 SS0614'THE CASCADE-TETON COUNTY LINE, AT THE CREST OF A SMALL HILL, 43 FEET
 SS0614'WEST OF THE CENTER LINE OF THE ROAD, 105 FEET SOUTH OF J 8 T R.M. 2,
 SS0614'49 FEET SOUTH OF J 8 T, 2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 SS0614'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SS0614'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0616 ***********************************************************************
 SS0616  DESIGNATION -  J 8 T RM 2
 SS0616  PID         -  SS0616
 SS0616  STATE/COUNTY-  MT/CASCADE
 SS0616  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0616
 SS0616                         *CURRENT SURVEY CONTROL
 SS0616  ___________________________________________________________________
 SS0616* NAD 83(1986)-  47 41 35.     (N)    111 25 50.     (W)     SCALED    
 SS0616* NAVD 88     -      1128.185  (meters)    3701.39   (feet)  ADJUSTED  
 SS0616  ___________________________________________________________________
 SS0616  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS0616  DYNAMIC HT  -        1128.127 (meters)    3701.20  (feet)  COMP
 SS0616  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 SS0616
 SS0616  VERT ORDER  -  SECOND    CLASS 0
 SS0616
 SS0616.The horizontal coordinates were scaled from a topographic map and have
 SS0616.an estimated accuracy of +/- 6 seconds.
 SS0616
 SS0616.The orthometric height was determined by differential leveling
 SS0616.and adjusted by the National Geodetic Survey in June 1991..
 SS0616
 SS0616.The geoid height was determined by GEOID03.
 SS0616
 SS0616.The dynamic height is computed by dividing the NAVD 88
 SS0616.geopotential number by the normal gravity value computed on the
 SS0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0616.degrees latitude (g = 980.6199 gals.).
 SS0616
 SS0616.The modeled gravity was interpolated from observed gravity values.
 SS0616
 SS0616;                    North         East    Units  Estimated Accuracy
 SS0616;SPC MT       -   384,370.      455,170.      MT  (+/- 180 meters Scaled)
 SS0616
 SS0616                          SUPERSEDED SURVEY CONTROL
 SS0616
 SS0616  NGVD 29 (??/??/92) 1127.266  (m)         3698.37   (f) ADJ UNCH    2 0
 SS0616
 SS0616.Superseded values are not recommended for survey control.
 SS0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0616.See file dsdata.txt to determine how the superseded data were derived.
 SS0616
 SS0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT676822(NAD 83)
 SS0616_MARKER: DR = REFERENCE MARK DISK
 SS0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0616_STAMPING: J 8 T NO. 2 1961
 SS0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0616+STABILITY: SURFACE MOTION
 SS0616
 SS0616  HISTORY     - Date     Condition        Report By
 SS0616  HISTORY     - 1961     MONUMENTED       CGS
 SS0616
 SS0616                          STATION DESCRIPTION
 SS0616
 SS0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0616'9.2 MI NE FROM NEUMAN SCHOOL.
 SS0616'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS0616'MILE NORTH ALONG A COUNTY ROAD, THENCE 5.0 MILES EAST ALONG A COUNTY
 SS0616'ROAD, THENCE 2.7 MILES NORTH ALONG A COUNTY ROAD, 0.3 MILE SOUTH OF
 SS0616'THE CASCADE-TETON COUNTY LINE, AT THE CREST OF A SMALL HILL, 43 FEET
 SS0616'WEST OF THE CENTER LINE OF THE ROAD, 56 FEET NORTH OF J 8 T, 105 FEET
 SS0616'NORTH OF J 8 T R.M. 1, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2
 SS0616'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0616'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0285 ***********************************************************************
 RX0285  DESIGNATION -  J 80
 RX0285  PID         -  RX0285
 RX0285  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0285  USGS QUAD   -  CANYON CREEK (1968)
 RX0285
 RX0285                         *CURRENT SURVEY CONTROL
 RX0285  ___________________________________________________________________
 RX0285* NAD 83(1986)-  46 51 39.     (N)    112 18 32.     (W)     SCALED    
 RX0285* NAVD 88     -      1377.622  (meters)    4519.75   (feet)  ADJUSTED  
 RX0285  ___________________________________________________________________
 RX0285  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 RX0285  DYNAMIC HT  -        1377.323 (meters)    4518.77  (feet)  COMP
 RX0285  MODELED GRAV-     980,348.5   (mgal)                       NAVD 88
 RX0285
 RX0285  VERT ORDER  -  FIRST     CLASS II
 RX0285
 RX0285.The horizontal coordinates were scaled from a topographic map and have
 RX0285.an estimated accuracy of +/- 6 seconds.
 RX0285
 RX0285.The orthometric height was determined by differential leveling
 RX0285.and adjusted by the National Geodetic Survey in June 1991..
 RX0285
 RX0285.The geoid height was determined by GEOID03.
 RX0285
 RX0285.The dynamic height is computed by dividing the NAVD 88
 RX0285.geopotential number by the normal gravity value computed on the
 RX0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0285.degrees latitude (g = 980.6199 gals.).
 RX0285
 RX0285.The modeled gravity was interpolated from observed gravity values.
 RX0285
 RX0285;                    North         East    Units  Estimated Accuracy
 RX0285;SPC MT       -   293,950.      385,990.      MT  (+/- 180 meters Scaled)
 RX0285
 RX0285                          SUPERSEDED SURVEY CONTROL
 RX0285
 RX0285  NGVD 29 (??/??/92) 1376.557  (m)         4516.25   (f) ADJ UNCH    1 2
 RX0285
 RX0285.Superseded values are not recommended for survey control.
 RX0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0285.See file dsdata.txt to determine how the superseded data were derived.
 RX0285
 RX0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS002905(NAD 83)
 RX0285_MARKER: DB = BENCH MARK DISK
 RX0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0285_STAMPING: J 80 1934
 RX0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0285+STABILITY: SURFACE MOTION
 RX0285
 RX0285  HISTORY     - Date     Condition        Report By
 RX0285  HISTORY     - 1934     MONUMENTED       CGS
 RX0285  HISTORY     - 1968     GOOD             NGS
 RX0285
 RX0285                          STATION DESCRIPTION
 RX0285
 RX0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RX0285'4.9 MI NW FROM SILVER CITY.
 RX0285'4.9 MILES NORTHWEST ALONG THE SILVER CITY-WILBORN ROAD FROM THE STORE
 RX0285'AT CANYON CREEK, LEWIS AND CLARK CO. 2.1 MILES SOUTHEAST OF THE HWY.
 RX0285'SEC. HOUSE AT WILBORN, LEWIS AND CLARK CO. ABOUT 650 FEET WEST OF THE
 RX0285'JCT. OF THE HWY AND A ROAD UP RATTLESNAKE CR. 26 YARDS WEST OF THE
 RX0285'ENTERANCE TO AN OLD SAWMILL, 52 FEET NORTHEAST OF THE OLD HWY.  A
 RX0285'STANDAND DISK, STAMPED J 80 1934 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0136 ***********************************************************************
 TH0136  DESIGNATION -  J 80
 TH0136  PID         -  TH0136
 TH0136  STATE/COUNTY-  MT/RICHLAND
 TH0136  USGS QUAD   -  FROG COULEE (1989)
 TH0136
 TH0136                         *CURRENT SURVEY CONTROL
 TH0136  ___________________________________________________________________
 TH0136* NAD 83(1986)-  48 06 50.     (N)    104 52 30.     (W)     SCALED    
 TH0136* NAVD 88     -       606.003  (meters)    1988.19   (feet)  ADJUSTED  
 TH0136  ___________________________________________________________________
 TH0136  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 TH0136  DYNAMIC HT  -         606.071 (meters)    1988.42  (feet)  COMP
 TH0136  MODELED GRAV-     980,704.5   (mgal)                       NAVD 88
 TH0136
 TH0136  VERT ORDER  -  SECOND    CLASS 0
 TH0136
 TH0136.The horizontal coordinates were scaled from a topographic map and have
 TH0136.an estimated accuracy of +/- 6 seconds.
 TH0136
 TH0136.The orthometric height was determined by differential leveling
 TH0136.and adjusted by the National Geodetic Survey in June 1991..
 TH0136
 TH0136.The geoid height was determined by GEOID03.
 TH0136
 TH0136.The dynamic height is computed by dividing the NAVD 88
 TH0136.geopotential number by the normal gravity value computed on the
 TH0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0136.degrees latitude (g = 980.6199 gals.).
 TH0136
 TH0136.The modeled gravity was interpolated from observed gravity values.
 TH0136
 TH0136;                    North         East    Units  Estimated Accuracy
 TH0136;SPC MT       -   439,510.      944,040.      MT  (+/- 180 meters Scaled)
 TH0136
 TH0136                          SUPERSEDED SURVEY CONTROL
 TH0136
 TH0136  NGVD 29 (??/??/92)  605.449  (m)         1986.38   (f) ADJ UNCH    2 0
 TH0136
 TH0136.Superseded values are not recommended for survey control.
 TH0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0136.See file dsdata.txt to determine how the superseded data were derived.
 TH0136
 TH0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP093289(NAD 83)
 TH0136_MARKER: DB = BENCH MARK DISK
 TH0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0136_STAMPING: J-80 1934
 TH0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0136+STABILITY: SURFACE MOTION
 TH0136
 TH0136  HISTORY     - Date     Condition        Report By
 TH0136  HISTORY     - 1934     MONUMENTED       CGS
 TH0136
 TH0136                          STATION DESCRIPTION
 TH0136
 TH0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0136'4.4 MI S FROM BROCKTON.
 TH0136'IN RICHLAND COUNTY, ABOUT 4.4 MILES SOUTH ALONG THE ROAD LEADING TO
 TH0136'LANE FROM BROCKTON, ROOSEVELT COUNTY, ABOUT 35 FEET EAST OF THE CENTER
 TH0136'LINE OF THE ROAD, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED J
 TH0136'80 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0550 ***********************************************************************
 RX0550  DESIGNATION -  J 81
 RX0550  PID         -  RX0550
 RX0550  STATE/COUNTY-  MT/POWELL
 RX0550  USGS QUAD   -  BROWNS LAKE (1965)
 RX0550
 RX0550                         *CURRENT SURVEY CONTROL
 RX0550  ___________________________________________________________________
 RX0550* NAD 83(1986)-  46 57 16.     (N)    113 05 32.     (W)     SCALED    
 RX0550* NAVD 88     -      1324.776  (meters)    4346.37   (feet)  ADJUSTED  
 RX0550  ___________________________________________________________________
 RX0550  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 RX0550  DYNAMIC HT  -        1324.513 (meters)    4345.51  (feet)  COMP
 RX0550  MODELED GRAV-     980,369.0   (mgal)                       NAVD 88
 RX0550
 RX0550  VERT ORDER  -  SECOND    CLASS 0
 RX0550
 RX0550.The horizontal coordinates were scaled from a topographic map and have
 RX0550.an estimated accuracy of +/- 6 seconds.
 RX0550
 RX0550.The orthometric height was determined by differential leveling
 RX0550.and adjusted by the National Geodetic Survey in June 1991..
 RX0550
 RX0550.The geoid height was determined by GEOID03.
 RX0550
 RX0550.The dynamic height is computed by dividing the NAVD 88
 RX0550.geopotential number by the normal gravity value computed on the
 RX0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0550.degrees latitude (g = 980.6199 gals.).
 RX0550
 RX0550.The modeled gravity was interpolated from observed gravity values.
 RX0550
 RX0550;                    North         East    Units  Estimated Accuracy
 RX0550;SPC MT       -   306,780.      326,820.      MT  (+/- 180 meters Scaled)
 RX0550
 RX0550                          SUPERSEDED SURVEY CONTROL
 RX0550
 RX0550  NGVD 29 (??/??/92) 1323.667  (m)         4342.73   (f) ADJ UNCH    2 0
 RX0550
 RX0550.Superseded values are not recommended for survey control.
 RX0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0550.See file dsdata.txt to determine how the superseded data were derived.
 RX0550
 RX0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT408022(NAD 83)
 RX0550_MARKER: DB = BENCH MARK DISK
 RX0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0550_STAMPING: J 81 1934
 RX0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0550+STABILITY: SURFACE MOTION
 RX0550
 RX0550  HISTORY     - Date     Condition        Report By
 RX0550  HISTORY     - 1934     MONUMENTED       CGS
 RX0550  HISTORY     - 1934     GOOD             NGS
 RX0550
 RX0550                          STATION DESCRIPTION
 RX0550
 RX0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0550'5.8 MI SE FROM OVANDO.
 RX0550'5.8 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM OVANDO, POWELL COUNTY,
 RX0550'45 FEET NORTH OF A GATE TO A RANCH, AT A CURVE TO THE LEFT, AND 49
 RX0550'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 RX0550'J 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0212 ***********************************************************************
 RW0212  DESIGNATION -  J 82
 RW0212  PID         -  RW0212
 RW0212  STATE/COUNTY-  MT/BROADWATER
 RW0212  USGS QUAD   -  TOWNSEND (1986)
 RW0212
 RW0212                         *CURRENT SURVEY CONTROL
 RW0212  ___________________________________________________________________
 RW0212* NAD 83(1986)-  46 17 30.     (N)    111 30 13.     (W)     SCALED    
 RW0212* NAVD 88     -      1173.751  (meters)    3850.88   (feet)  ADJUSTED  
 RW0212  ___________________________________________________________________
 RW0212  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 RW0212  DYNAMIC HT  -        1173.470 (meters)    3849.96  (feet)  COMP
 RW0212  MODELED GRAV-     980,334.9   (mgal)                       NAVD 88
 RW0212
 RW0212  VERT ORDER  -  SECOND    CLASS 0
 RW0212
 RW0212.The horizontal coordinates were scaled from a topographic map and have
 RW0212.an estimated accuracy of +/- 6 seconds.
 RW0212
 RW0212.The orthometric height was determined by differential leveling
 RW0212.and adjusted by the National Geodetic Survey in June 1991..
 RW0212
 RW0212.The geoid height was determined by GEOID03.
 RW0212
 RW0212.The dynamic height is computed by dividing the NAVD 88
 RW0212.geopotential number by the normal gravity value computed on the
 RW0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0212.degrees latitude (g = 980.6199 gals.).
 RW0212
 RW0212.The modeled gravity was interpolated from observed gravity values.
 RW0212
 RW0212;                    North         East    Units  Estimated Accuracy
 RW0212;SPC MT       -   228,860.      445,710.      MT  (+/- 180 meters Scaled)
 RW0212
 RW0212                          SUPERSEDED SURVEY CONTROL
 RW0212
 RW0212  NGVD 29 (??/??/92) 1172.801  (m)         3847.76   (f) ADJ UNCH    2 0
 RW0212
 RW0212.Superseded values are not recommended for survey control.
 RW0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0212.See file dsdata.txt to determine how the superseded data were derived.
 RW0212
 RW0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS612265(NAD 83)
 RW0212_MARKER: DB = BENCH MARK DISK
 RW0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0212_STAMPING: J 82 1934
 RW0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0212+STABILITY: SURFACE MOTION
 RW0212
 RW0212  HISTORY     - Date     Condition        Report By
 RW0212  HISTORY     - 1934     MONUMENTED       CGS
 RW0212  HISTORY     - 1982     MARK NOT FOUND   USGS
 RW0212
 RW0212                          STATION DESCRIPTION
 RW0212
 RW0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0212'2.0 MI SE FROM TOWNSEND.
 RW0212'2.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM TOWNSEND,
 RW0212'BROADWATER COUNTY, OPPOSITE MILEPOST 203, 40 FEET NORTH OF THE
 RW0212'CENTERLINE OF THE TRACK, AND 7 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A
 RW0212'STANDARD DISK, STAMPED J 82 1934 AND SET IN THE TOP OF A CONCRETE
 RW0212'POST.
 RW0212
 RW0212                          STATION RECOVERY (1982)
 RW0212
 RW0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RW0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0094 ***********************************************************************
 SQ0094  DESIGNATION -  J 83
 SQ0094  PID         -  SQ0094
 SQ0094  STATE/COUNTY-  MT/GARFIELD
 SQ0094  USGS QUAD   -  MAXWELL COULEE (1967)
 SQ0094
 SQ0094                         *CURRENT SURVEY CONTROL
 SQ0094  ___________________________________________________________________
 SQ0094* NAD 83(1992)-  47 21 40.93562(N)    106 29 37.91973(W)     ADJUSTED  
 SQ0094* NAVD 88     -       744.378  (meters)    2442.18   (feet)  ADJUSTED  
 SQ0094  ___________________________________________________________________
 SQ0094  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 SQ0094  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 SQ0094  DYNAMIC HT  -         744.397 (meters)    2442.24  (feet)  COMP
 SQ0094  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 SQ0094
 SQ0094  HORZ ORDER  -  FIRST
 SQ0094  VERT ORDER  -  SECOND    CLASS 0
 SQ0094
 SQ0094.The horizontal coordinates were established by classical geodetic methods
 SQ0094.and adjusted by the National Geodetic Survey in July 1992..
 SQ0094
 SQ0094.The orthometric height was determined by differential leveling
 SQ0094.and adjusted by the National Geodetic Survey in June 1991..
 SQ0094
 SQ0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0094
 SQ0094.The geoid height was determined by GEOID03.
 SQ0094
 SQ0094.The dynamic height is computed by dividing the NAVD 88
 SQ0094.geopotential number by the normal gravity value computed on the
 SQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0094.degrees latitude (g = 980.6199 gals.).
 SQ0094
 SQ0094.The modeled gravity was interpolated from observed gravity values.
 SQ0094
 SQ0094;                    North         East     Units Scale Factor Converg.
 SQ0094;SPC MT       -   350,083.140   826,898.918   MT  0.99941113   +2 11 56.4
 SQ0094;SPC MT       - 1,148,566.73  2,712,922.96   iFT  0.99941113   +2 11 56.4
 SQ0094;UTM  13      - 5,246,405.147   387,196.989   MT  0.99975638   -1 05 56.6
 SQ0094
 SQ0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0094!SPC MT       -   0.99988582  x   0.99941113  =   0.99929701
 SQ0094!UTM  13      -   0.99988582  x   0.99975638  =   0.99964223
 SQ0094
 SQ0094|---------------------------------------------------------------------|
 SQ0094| PID    Reference Object                     Distance      Geod. Az  |
 SQ0094|                                                           dddmmss.s |
 SQ0094| CQ5055 J 83 RM 2                            24.582 METERS 09402     |
 SQ0094| SQ0493 DOME SHAPED ROCK                    APPROX. 6.5 KM 2171000.2 |
 SQ0094| CQ5053 J 83 AZ MK                                         2625342.6 |
 SQ0094| CQ5054 J 83 RM 1                            27.282 METERS 35921     |
 SQ0094|---------------------------------------------------------------------|
 SQ0094
 SQ0094                          SUPERSEDED SURVEY CONTROL
 SQ0094
 SQ0094  NAD 83(1986)-  47 21 40.92567(N)    106 29 37.89484(W) AD(       ) 1
 SQ0094  NAD 27      -  47 21 40.93900(N)    106 29 35.74600(W) AD(       ) 1
 SQ0094  NGVD 29 (??/??/92)  743.737  (m)         2440.08   (f) ADJ UNCH    2 0
 SQ0094
 SQ0094.Superseded values are not recommended for survey control.
 SQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0094.See file dsdata.txt to determine how the superseded data were derived.
 SQ0094
 SQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN8719746405(NAD 83)
 SQ0094_MARKER: DB = BENCH MARK DISK
 SQ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0094_STAMPING: J 83 1934
 SQ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0094
 SQ0094  HISTORY     - Date     Condition        Report By
 SQ0094  HISTORY     - 1934     MONUMENTED       CGS
 SQ0094  HISTORY     - 1964     GOOD             USGS
 SQ0094  HISTORY     - 1967     GOOD             CGS
 SQ0094  HISTORY     - 1967     GOOD             USGS
 SQ0094
 SQ0094                          STATION DESCRIPTION
 SQ0094
 SQ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SQ0094'STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 SQ0094'BENCH MARK, 5-1/2 MILES WEST OF VAN NORMAN POST OFFICE, 1/2
 SQ0094'MILE NORTH OF BIG DRY CREEK AND 55.0 FEET SOUTH OF CENTER
 SQ0094'LINE OF JORDAN-VAN NORMAN ROAD.  THE MARK IS SET IN A 6-INCH
 SQ0094'CONCRETE POST-WHICH PROJECTS 8 INCHES.
 SQ0094'
 SQ0094'BEST REACHED BY GOING WEST ON GRADED ROAD (JORDAN ROAD) 6.05
 SQ0094'MILES.
 SQ0094'
 SQ0094'REFERENCE MARK NO. 1, IS NORTH OF STATION, 37.0
 SQ0094'FEET NORTH OF CENTER LINE OF ROAD AND PROJECTS 6 INCHES.
 SQ0094'
 SQ0094'REFERENCE MARK NO. 2, IS WEST-SOUTHWEST OF STATION,
 SQ0094'60 FEET SOUTH OF CENTER LINE OF ROAD, ON EAST BANK OF FIRST
 SQ0094'SMALL DRAW TO WEST OF STATION AND PROJECTS 4 INCHES.
 SQ0094'
 SQ0094'AZIMUTH MARK, IS 25 FEET WEST OF CENTER LINE OF
 SQ0094'ROAD.
 SQ0094'
 SQ0094'A 4-FOOT STAND WILL CLEAR ALL LINES.  SUPPLIES AT JORDAN.
 SQ0094'
 SQ0094'HEIGHT OF LIGHT ABOVE STATION MARK - 2.79 METERS.
 SQ0094
 SQ0094                          STATION RECOVERY (1964)
 SQ0094
 SQ0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SQ0094'RECOVERED.
 SQ0094
 SQ0094                          STATION RECOVERY (1967)
 SQ0094
 SQ0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SQ0094'ALL MARKS WERE RECOVERED, COMPLETE DESCRIPTION FOLLOWS--
 SQ0094'
 SQ0094'THE STATION IS ABOUT 20 MILES EAST OF JORDAN, 1 MILE NORTH OF
 SQ0094'STATE HIGHWAY 20, 1/2 MILE NORTH OF BIG DRY CREEK IN A FLAT
 SQ0094'GRASSY AREA WHICH SLOPES GENTLY TOWARDS THE RIVER.
 SQ0094'
 SQ0094'THE STATION MARK, IS A USC AND GS BENCH MARK DISK, STAMPED
 SQ0094'J-83 1934, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 0.7
 SQ0094'FOOT.  IT IS 17 YARDS SOUTH OF THE CENTER OF A LITTLE USED
 SQ0094'GRADED ROAD.  DEPRESSIONS ON EACH SIDE OF THIS 30 FOOT WIDE
 SQ0094'ROAD INDICATE THE ROAD WAS GRADED AT ONE TIME BUT IT HAS
 SQ0094'NOW GROWN UP TO GRASS.  A METAL WITNESS POST WAS SET 1 FOOT
 SQ0094'WEST OF THE MARK.
 SQ0094'
 SQ0094'REFERENCE MARK NO. 1, STAMPED BM 4-83 NO 1 1934, IS A
 SQ0094'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 SQ0094'6 INCHES.  IT IS 12 YARDS NORTH OF THE CENTER OF THE ROAD.
 SQ0094'
 SQ0094'REFERENCE MARK NO. 2, STAMPED BM J-83 NO 2 1934, IS A
 SQ0094'STANDARD DISK SET IN BATTERED CONCRETE POST WHICH PROJECTS
 SQ0094'4 INCHES.  IT IS 19 YARDS SOUTH OF THE ROAD.  THE MARK IS EAST
 SQ0094'OF THE STATION INSTEAD OF WEST AS INDICATED IN THE ORIGINAL
 SQ0094'DESCRIPTION.
 SQ0094'
 SQ0094'THE AZIMUTH MARK IS A REFERENCE MARK DISK STAMPED, B.M. J-83
 SQ0094'AZIMUTH 1934, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 SQ0094'4 INCHES.  IT IS ON A HUMP AT THE EAST EDGE OF A RAVINE, 11
 SQ0094'YARDS EAST OF A FENCE, 18 YARDS NORTH OF A GATE, 8 YARDS
 SQ0094'NORTHWEST OF THE CENTER OF THE ROAD AND 1 FOOT EAST OF A
 SQ0094'METAL WITNESS POST.
 SQ0094'
 SQ0094'TO REACH FROM THE MAIN INTERSECTION IN JORDAN GO EAST ON STATE
 SQ0094'HIGHWAY 20 FOR 17.8 MILES TO A CROSS ROAD, CONTINUE EAST FOR
 SQ0094'5.0 MILES TO A SIDE ROAD LEFT, TURN LEFT PASS THROUGH GATE
 SQ0094'AND GO NORTH 0.5 MILE TO BIG DRY CREEK, FORD STREAM AND
 SQ0094'CONTINUE 50 YARDS TO A CROSS ROAD, KEEP LEFT AND FOLLOW TRACK
 SQ0094'ROAD ALONG NORTH SIDE OF STREAM FOR 0.7 MILE TO A GATE, PASS
 SQ0094'THROUGH GATE AND CONTINUE WESTERLY 0.9 MILE TO A FORK ON THE
 SQ0094'NORTH EDGE OF THE CREEK, KEEP LEFT FORK AND GO WEST 0.65 MILE
 SQ0094'TO FORK, CONTINUE STRAIGHT AHEAD ON LEFT FORK 0.2 MILE TO A
 SQ0094'POINT ABOUT 0.2 MILE SOUTH OF A ROCK OUTCROP ON THE LEFT SIDE
 SQ0094'OF AN KNOLL AND THE STATION ON THE LEFT.
 SQ0094'
 SQ0094'TO REACH THE AZIMUTH MARK CONTINUE WEST 0.15 MILE TO THE
 SQ0094'BEGINNING OF A CURVE, CONTINUE AROUND CURVE 0.1 MILE TO WHERE
 SQ0094'THE ROAD STARTS DOWN HILL AND THE AZIMUTH MARK ON THE RIGHT.
 SQ0094
 SQ0094                          STATION RECOVERY (1967)
 SQ0094
 SQ0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SQ0094'20 MI E FROM JORDAN.
 SQ0094'20 MILES EAST OF JORDAN, 1 MILE NORTH OF STATE HIGHWAY 20, 1/2 MILE
 SQ0094'NORTH OF BIG DRY CREEK IN A FLAT GRASSY AREA WHICH SLOPES GENTLY
 SQ0094'TOWARDS THE RIVER.  SET IN A SQUARE CONCRETE POST WHICH PROJECTS 0.7
 SQ0094'FOOT.  IT IS 17 YARDS SOUTH OF THE CENTER OF A LITTLE USED GRADED
 SQ0094'ROAD.  A METAL WITNESS POST IS 1 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0176 ***********************************************************************
 RU0176  DESIGNATION -  J 85
 RU0176  PID         -  RU0176
 RU0176  STATE/COUNTY-  MT/GARFIELD
 RU0176  USGS QUAD   -  BLACK HILLS (1965)
 RU0176
 RU0176                         *CURRENT SURVEY CONTROL
 RU0176  ___________________________________________________________________
 RU0176* NAD 83(1986)-  46 55 26.     (N)    106 44 55.     (W)     SCALED    
 RU0176* NAVD 88     -       894.822  (meters)    2935.76   (feet)  ADJUSTED  
 RU0176  ___________________________________________________________________
 RU0176  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 RU0176  DYNAMIC HT  -         894.773 (meters)    2935.60  (feet)  COMP
 RU0176  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 RU0176
 RU0176  VERT ORDER  -  SECOND    CLASS 0
 RU0176
 RU0176.The horizontal coordinates were scaled from a topographic map and have
 RU0176.an estimated accuracy of +/- 6 seconds.
 RU0176
 RU0176.The orthometric height was determined by differential leveling
 RU0176.and adjusted by the National Geodetic Survey in June 1991..
 RU0176
 RU0176.The geoid height was determined by GEOID03.
 RU0176
 RU0176.The dynamic height is computed by dividing the NAVD 88
 RU0176.geopotential number by the normal gravity value computed on the
 RU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0176.degrees latitude (g = 980.6199 gals.).
 RU0176
 RU0176.The modeled gravity was interpolated from observed gravity values.
 RU0176
 RU0176;                    North         East    Units  Estimated Accuracy
 RU0176;SPC MT       -   300,800.      809,390.      MT  (+/- 180 meters Scaled)
 RU0176
 RU0176                          SUPERSEDED SURVEY CONTROL
 RU0176
 RU0176  NGVD 29 (??/??/92)  894.147  (m)         2933.55   (f) ADJ UNCH    2 0
 RU0176
 RU0176.Superseded values are not recommended for survey control.
 RU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0176.See file dsdata.txt to determine how the superseded data were derived.
 RU0176
 RU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM668981(NAD 83)
 RU0176_MARKER: DB = BENCH MARK DISK
 RU0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0176_STAMPING: J-85 1934
 RU0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0176+STABILITY: SURFACE MOTION
 RU0176
 RU0176  HISTORY     - Date     Condition        Report By
 RU0176  HISTORY     - 1934     MONUMENTED       CGS
 RU0176  HISTORY     - 1965     GOOD             USGS
 RU0176
 RU0176                          STATION DESCRIPTION
 RU0176
 RU0176'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RU0176'12.5 MI SW FROM COHAGEN.
 RU0176'COHAGEN, 12.5 MILES SW OF ALONG THE FORSYTH ROAD.  ABOUT 1.0 MILE SSE
 RU0176'OF THE OLD MCKENZIE RANCH.  ABOUT 0.55 MILE SSE OF WHERE THE ROAD GOES
 RU0176'THROUGH AN E-W FENCE.  IN SECTION 35 T-14-N R-39-E.  ABOUT 650 FT EAST
 RU0176'OF THE ROAD, 175 FT EAST OF THE SE CORNER OF A HAY CORRAL. IN TOP OF A
 RU0176'CONCRETE POST PROJECTING 0.5 FT.  A STD DISK STAMPED J-85 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0202 ***********************************************************************
 RU0202  DESIGNATION -  J 87
 RU0202  PID         -  RU0202
 RU0202  STATE/COUNTY-  MT/GARFIELD
 RU0202  USGS QUAD   -  CHRISTENSON RESERVOIR (1965)
 RU0202
 RU0202                         *CURRENT SURVEY CONTROL
 RU0202  ___________________________________________________________________
 RU0202* NAD 83(1986)-  46 59 24.     (N)    106 31 19.     (W)     SCALED    
 RU0202* NAVD 88     -       876.497  (meters)    2875.64   (feet)  ADJUSTED  
 RU0202  ___________________________________________________________________
 RU0202  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 RU0202  DYNAMIC HT  -         876.456 (meters)    2875.51  (feet)  COMP
 RU0202  MODELED GRAV-     980,537.2   (mgal)                       NAVD 88
 RU0202
 RU0202  VERT ORDER  -  SECOND    CLASS 0
 RU0202
 RU0202.The horizontal coordinates were scaled from a topographic map and have
 RU0202.an estimated accuracy of +/- 6 seconds.
 RU0202
 RU0202.The orthometric height was determined by differential leveling
 RU0202.and adjusted by the National Geodetic Survey in June 1991..
 RU0202
 RU0202.The geoid height was determined by GEOID03.
 RU0202
 RU0202.The dynamic height is computed by dividing the NAVD 88
 RU0202.geopotential number by the normal gravity value computed on the
 RU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0202.degrees latitude (g = 980.6199 gals.).
 RU0202
 RU0202.The modeled gravity was interpolated from observed gravity values.
 RU0202
 RU0202;                    North         East    Units  Estimated Accuracy
 RU0202;SPC MT       -   308,770.      826,350.      MT  (+/- 180 meters Scaled)
 RU0202
 RU0202                          SUPERSEDED SURVEY CONTROL
 RU0202
 RU0202.No superseded survey control is available for this station.
 RU0202
 RU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN842051(NAD 83)
 RU0202_MARKER: DB = BENCH MARK DISK
 RU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0202_STAMPING: J 87 1934
 RU0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0202+STABILITY: SURFACE MOTION
 RU0202
 RU0202  HISTORY     - Date     Condition        Report By
 RU0202  HISTORY     - 1934     MONUMENTED       CGS
 RU0202  HISTORY     - 1938     GOOD             NGS
 RU0202  HISTORY     - 1965     POOR             USGS
 RU0202
 RU0202                          STATION DESCRIPTION
 RU0202
 RU0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RU0202'6.4 MI SE FROM COHAGEN.
 RU0202'6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM COHAGEN, GARFIELD
 RU0202'COUNTY, AT THE JUNCTION WITH A T-ROAD LEADING NORTH, 35 FEET SOUTHEAST
 RU0202'OF THE ROAD, 30 YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 50
 RU0202'FEET NORTHWEST OF A RIGHT-OF WAY FENCE CORNER, AND 10 FEET NORTHWEST
 RU0202'OF THE FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RU0202
 RU0202                          STATION RECOVERY (1965)
 RU0202
 RU0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RU0202'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0349 ***********************************************************************
 SQ0349  DESIGNATION -  J 88
 SQ0349  PID         -  SQ0349
 SQ0349  STATE/COUNTY-  MT/GARFIELD
 SQ0349  USGS QUAD   -  EDWARDS (1965)
 SQ0349
 SQ0349                         *CURRENT SURVEY CONTROL
 SQ0349  ___________________________________________________________________
 SQ0349* NAD 83(1986)-  47 08 02.     (N)    107 21 14.     (W)     SCALED    
 SQ0349* NAVD 88     -       928.469  (meters)    3046.15   (feet)  ADJUSTED  
 SQ0349  ___________________________________________________________________
 SQ0349  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 SQ0349  DYNAMIC HT  -         928.443 (meters)    3046.07  (feet)  COMP
 SQ0349  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 SQ0349
 SQ0349  VERT ORDER  -  SECOND    CLASS 0
 SQ0349
 SQ0349.The horizontal coordinates were scaled from a topographic map and have
 SQ0349.an estimated accuracy of +/- 6 seconds.
 SQ0349
 SQ0349.The orthometric height was determined by differential leveling
 SQ0349.and adjusted by the National Geodetic Survey in June 1991..
 SQ0349
 SQ0349.The geoid height was determined by GEOID03.
 SQ0349
 SQ0349.The dynamic height is computed by dividing the NAVD 88
 SQ0349.geopotential number by the normal gravity value computed on the
 SQ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0349.degrees latitude (g = 980.6199 gals.).
 SQ0349
 SQ0349.The modeled gravity was interpolated from observed gravity values.
 SQ0349
 SQ0349;                    North         East    Units  Estimated Accuracy
 SQ0349;SPC MT       -   322,680.      762,700.      MT  (+/- 180 meters Scaled)
 SQ0349
 SQ0349                          SUPERSEDED SURVEY CONTROL
 SQ0349
 SQ0349  NGVD 29 (??/??/92)  927.772  (m)         3043.87   (f) ADJ UNCH    2 0
 SQ0349
 SQ0349.Superseded values are not recommended for survey control.
 SQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0349.See file dsdata.txt to determine how the superseded data were derived.
 SQ0349
 SQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN214227(NAD 83)
 SQ0349_MARKER: DB = BENCH MARK DISK
 SQ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0349_STAMPING: J 88 1934
 SQ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0349+STABILITY: SURFACE MOTION
 SQ0349
 SQ0349  HISTORY     - Date     Condition        Report By
 SQ0349  HISTORY     - 1934     MONUMENTED       CGS
 SQ0349  HISTORY     - 1965     GOOD             USGS
 SQ0349
 SQ0349                          STATION DESCRIPTION
 SQ0349
 SQ0349'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0349'0.8 MI SW FROM EDWARDS.
 SQ0349'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 20 FROM EDWARDS, GARFIELD
 SQ0349'COUNTY AT THE JUNCTION OF A ROAD LEADING SOUTH OF BILLINGS, ABOUT 40
 SQ0349'FT SOUTH OF HWY., ABOUT 50 FT SOUTHEAST OF CENTERLINE OF RD JCT.,
 SQ0349'ABOUT 30 FT. EAST OF ROAD LEADING SOUTH.  A STANDARD DISK STAMPED J 88
 SQ0349'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0073 ***********************************************************************
 SR0073  DESIGNATION -  J 89
 SR0073  PID         -  SR0073
 SR0073  STATE/COUNTY-  MT/PETROLEUM
 SR0073  USGS QUAD   -  WINNETT NORTH (1986)
 SR0073
 SR0073                         *CURRENT SURVEY CONTROL
 SR0073  ___________________________________________________________________
 SR0073* NAD 83(1992)-  47 00 24.71229(N)    108 20 55.89051(W)     ADJUSTED  
 SR0073* NAVD 88     -       901.135  (meters)    2956.47   (feet)  ADJUSTED  
 SR0073  ___________________________________________________________________
 SR0073  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 SR0073  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 SR0073  DYNAMIC HT  -         901.093 (meters)    2956.34  (feet)  COMP
 SR0073  MODELED GRAV-     980,535.3   (mgal)                       NAVD 88
 SR0073
 SR0073  HORZ ORDER  -  SECOND
 SR0073  VERT ORDER  -  SECOND    CLASS 0
 SR0073
 SR0073.The horizontal coordinates were established by classical geodetic methods
 SR0073.and adjusted by the National Geodetic Survey in July 1992..
 SR0073
 SR0073.The orthometric height was determined by differential leveling
 SR0073.and adjusted by the National Geodetic Survey in June 1991..
 SR0073
 SR0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0073
 SR0073.The geoid height was determined by GEOID03.
 SR0073
 SR0073.The dynamic height is computed by dividing the NAVD 88
 SR0073.geopotential number by the normal gravity value computed on the
 SR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0073.degrees latitude (g = 980.6199 gals.).
 SR0073
 SR0073.The modeled gravity was interpolated from observed gravity values.
 SR0073
 SR0073;                    North         East     Units Scale Factor Converg.
 SR0073;SPC MT       -   306,982.960   687,483.686   MT  0.99939264   +0 50 31.4
 SR0073;SPC MT       - 1,007,161.94  2,255,523.90   iFT  0.99939264   +0 50 31.4
 SR0073;UTM  12      - 5,209,338.343   701,523.792   MT  1.00009916   +1 56 23.2
 SR0073
 SR0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0073!SPC MT       -   0.99986096  x   0.99939264  =   0.99925368
 SR0073!UTM  12      -   0.99986096  x   1.00009916  =   0.99996011
 SR0073
 SR0073                          SUPERSEDED SURVEY CONTROL
 SR0073
 SR0073  NAD 83(1986)-  47 00 24.70638(N)    108 20 55.86957(W) AD(       ) 2
 SR0073  NAD 27      -  47 00 24.76504(N)    108 20 53.41176(W) AD(       ) 2
 SR0073  NGVD 29 (??/??/92)  900.435  (m)         2954.18   (f) ADJ UNCH    2 0
 SR0073
 SR0073.Superseded values are not recommended for survey control.
 SR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0073.See file dsdata.txt to determine how the superseded data were derived.
 SR0073
 SR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT0152409338(NAD 83)
 SR0073_MARKER: DB = BENCH MARK DISK
 SR0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0073_STAMPING: J 89 1934
 SR0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0073+STABILITY: SURFACE MOTION
 SR0073
 SR0073  HISTORY     - Date     Condition        Report By
 SR0073  HISTORY     - 1972     MONUMENTED       NGS
 SR0073  HISTORY     - 1972     GOOD             NGS
 SR0073
 SR0073                          STATION DESCRIPTION
 SR0073
 SR0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 SR0073'THE MARK IS A STANDARD BENCH MARK DISK STAMPED J 89 1934, SET IN
 SR0073'THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE POST THAT PROJECTS 3
 SR0073'INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET NORTH OF THE CENTER
 SR0073'OF THE ROAD, 46 FEET SOUTH OF THE ABANDONED RAIL ROAD TRACK AND
 SR0073'1.5 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 SR0073
 SR0073                          STATION RECOVERY (1972)
 SR0073
 SR0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SR0073'IN WINNETT.
 SR0073'0.1 MILE NORTH ALONG STATE HIGHWAY 244 FROM THE POST OFFICE TO A SIDE
 SR0073'ROAD RIGHT, THENCE 0.2 MILE EAST TO THE MARK ON THE LEFT, 65 FEET
 SR0073'NORTH OF THE CENTER OF THE ROAD, 46 FEET SOUTH OF AN ABANDONED
 SR0073'RAILROAD TRACK, 1.5 FEET WEST OF A METAL WITNESS POST WITH SIGN AND
 SR0073'SET IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE POST THAT PROJECTS
 SR0073'4 INCHES ABOVE THE GROUND SURFACE.  NOTE-- (J 89 1934 WAS USED AS AN
 SR0073'AZIMUTH MARK FOR TRIANGULATION STATION WINNETT E. T. (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0034 ***********************************************************************
 RX0034  DESIGNATION -  J 9
 RX0034  PID         -  RX0034
 RX0034  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0034  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0034
 RX0034                         *CURRENT SURVEY CONTROL
 RX0034  ___________________________________________________________________
 RX0034* NAD 83(1986)-  46 39 20.     (N)    112 03 05.     (W)     SCALED    
 RX0034* NAVD 88     -      1164.343  (meters)    3820.02   (feet)  ADJUSTED  
 RX0034  ___________________________________________________________________
 RX0034  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RX0034  DYNAMIC HT  -        1164.107 (meters)    3819.24  (feet)  COMP
 RX0034  MODELED GRAV-     980,372.3   (mgal)                       NAVD 88
 RX0034
 RX0034  VERT ORDER  -  FIRST     CLASS II
 RX0034
 RX0034.The horizontal coordinates were scaled from a topographic map and have
 RX0034.an estimated accuracy of +/- 6 seconds.
 RX0034
 RX0034.The orthometric height was determined by differential leveling
 RX0034.and adjusted by the National Geodetic Survey in June 1991..
 RX0034
 RX0034.The geoid height was determined by GEOID03.
 RX0034
 RX0034.The dynamic height is computed by dividing the NAVD 88
 RX0034.geopotential number by the normal gravity value computed on the
 RX0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0034.degrees latitude (g = 980.6199 gals.).
 RX0034
 RX0034.The modeled gravity was interpolated from observed gravity values.
 RX0034
 RX0034;                    North         East    Units  Estimated Accuracy
 RX0034;SPC MT       -   270,490.      404,860.      MT  (+/- 180 meters Scaled)
 RX0034
 RX0034                          SUPERSEDED SURVEY CONTROL
 RX0034
 RX0034  NGVD 29 (??/??/92) 1163.317  (m)         3816.65   (f) ADJ UNCH    1 2
 RX0034
 RX0034.Superseded values are not recommended for survey control.
 RX0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0034.See file dsdata.txt to determine how the superseded data were derived.
 RX0034
 RX0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS195674(NAD 83)
 RX0034_MARKER: DB = BENCH MARK DISK
 RX0034_SETTING: 66 = SET IN ROCK OUTCROP
 RX0034_SP_SET: BEDROCK
 RX0034_STAMPING: J 9
 RX0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0034+STABILITY: POSITION/ELEVATION WELL
 RX0034
 RX0034  HISTORY     - Date     Condition        Report By
 RX0034  HISTORY     - UNK      MONUMENTED       CGS
 RX0034  HISTORY     - 1962     GOOD             NGS
 RX0034  HISTORY     - 1979     GOOD             NGS
 RX0034
 RX0034                          STATION DESCRIPTION
 RX0034
 RX0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0034'4.5 MI NW FROM HELENA.
 RX0034'4.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 RX0034'OF BENTON AVENUE AT HELENA, 42 FEET SOUTH-SOUTHEAST OF THE SECOND POLE
 RX0034'NORTH-NORTHWEST OF MILEPOST 208, IN THE TOP OF THE SOUTHWEST END OF A
 RX0034'LONG LOW BEDROCK WHICH PROJECTS ABOUT 0.6 FOOT ABOVE THE GROUND, 44.5
 RX0034'FEET WEST-SOUTHWEST OF THE NEAR RAIL, 4.8 FEET EAST-NORTHEAST OF A
 RX0034'FENCE, 39.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 RX0034'THE TRACK, AND 0.3 FOOT ABOVE THE GROUND.
 RX0034
 RX0034                          STATION RECOVERY (1979)
 RX0034
 RX0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1184 ***********************************************************************
 SS1184  DESIGNATION -  J 9 S
 SS1184  PID         -  SS1184
 SS1184  STATE/COUNTY-  MT/CASCADE
 SS1184  USGS QUAD   -  VAUGHN NE (1994)
 SS1184
 SS1184                         *CURRENT SURVEY CONTROL
 SS1184  ___________________________________________________________________
 SS1184* NAD 83(1986)-  47 39 15.     (N)    111 32 42.     (W)     SCALED    
 SS1184* NAVD 88     -      1172.145  (meters)    3845.61   (feet)  ADJUSTED  
 SS1184  ___________________________________________________________________
 SS1184  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS1184  DYNAMIC HT  -        1172.082 (meters)    3845.41  (feet)  COMP
 SS1184  MODELED GRAV-     980,517.5   (mgal)                       NAVD 88
 SS1184
 SS1184  VERT ORDER  -  SECOND    CLASS 0
 SS1184
 SS1184.The horizontal coordinates were scaled from a topographic map and have
 SS1184.an estimated accuracy of +/- 6 seconds.
 SS1184
 SS1184.The orthometric height was determined by differential leveling
 SS1184.and adjusted by the National Geodetic Survey in June 1991..
 SS1184
 SS1184.The geoid height was determined by GEOID03.
 SS1184
 SS1184.The dynamic height is computed by dividing the NAVD 88
 SS1184.geopotential number by the normal gravity value computed on the
 SS1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1184.degrees latitude (g = 980.6199 gals.).
 SS1184
 SS1184.The modeled gravity was interpolated from observed gravity values.
 SS1184
 SS1184;                    North         East    Units  Estimated Accuracy
 SS1184;SPC MT       -   380,270.      446,480.      MT  (+/- 180 meters Scaled)
 SS1184
 SS1184                          SUPERSEDED SURVEY CONTROL
 SS1184
 SS1184  NGVD 29 (??/??/92) 1171.229  (m)         3842.61   (f) ADJ UNCH    2 0
 SS1184
 SS1184.Superseded values are not recommended for survey control.
 SS1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1184.See file dsdata.txt to determine how the superseded data were derived.
 SS1184
 SS1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT590780(NAD 83)
 SS1184_MARKER: DS = TRIANGULATION STATION DISK
 SS1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1184_STAMPING: J 9 S 1961
 SS1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1184+STABILITY: SURFACE MOTION
 SS1184
 SS1184  HISTORY     - Date     Condition        Report By
 SS1184  HISTORY     - 1961     MONUMENTED       CGS
 SS1184
 SS1184                          STATION DESCRIPTION
 SS1184
 SS1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1184'1.8 MI N FROM NEUMAN SCHOOL.
 SS1184'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS1184'MILE NORTH ALONG A COUNTY ROAD, THENCE 0.3 MILE WEST ALONG A COUNTY
 SS1184'ROAD, AT THE CREST OF A SMALL HILL, AT THE JUNCTION OF A DRIVEWAY INTO
 SS1184'A FIELD, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTH
 SS1184'OF AND ACROSS THE ROAD FROM J 9 S R.M. 1, 34 FEET EAST-SOUTHEAST OF J
 SS1184'9 S R.M. 2, 3.0 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 SS1184'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SS1184'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1183 ***********************************************************************
 SS1183  DESIGNATION -  J 9 S RM 1
 SS1183  PID         -  SS1183
 SS1183  STATE/COUNTY-  MT/CASCADE
 SS1183  USGS QUAD   -  VAUGHN NE (1994)
 SS1183
 SS1183                         *CURRENT SURVEY CONTROL
 SS1183  ___________________________________________________________________
 SS1183* NAD 83(1986)-  47 39 14.     (N)    111 32 42.     (W)     SCALED    
 SS1183* NAVD 88     -      1172.232  (meters)    3845.90   (feet)  ADJUSTED  
 SS1183  ___________________________________________________________________
 SS1183  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS1183  DYNAMIC HT  -        1172.169 (meters)    3845.69  (feet)  COMP
 SS1183  MODELED GRAV-     980,517.5   (mgal)                       NAVD 88
 SS1183
 SS1183  VERT ORDER  -  SECOND    CLASS 0
 SS1183
 SS1183.The horizontal coordinates were scaled from a topographic map and have
 SS1183.an estimated accuracy of +/- 6 seconds.
 SS1183
 SS1183.The orthometric height was determined by differential leveling
 SS1183.and adjusted by the National Geodetic Survey in June 1991..
 SS1183
 SS1183.The geoid height was determined by GEOID03.
 SS1183
 SS1183.The dynamic height is computed by dividing the NAVD 88
 SS1183.geopotential number by the normal gravity value computed on the
 SS1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1183.degrees latitude (g = 980.6199 gals.).
 SS1183
 SS1183.The modeled gravity was interpolated from observed gravity values.
 SS1183
 SS1183;                    North         East    Units  Estimated Accuracy
 SS1183;SPC MT       -   380,240.      446,470.      MT  (+/- 180 meters Scaled)
 SS1183
 SS1183                          SUPERSEDED SURVEY CONTROL
 SS1183
 SS1183  NGVD 29 (??/??/92) 1171.316  (m)         3842.89   (f) ADJ UNCH    2 0
 SS1183
 SS1183.Superseded values are not recommended for survey control.
 SS1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1183.See file dsdata.txt to determine how the superseded data were derived.
 SS1183
 SS1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT590779(NAD 83)
 SS1183_MARKER: DR = REFERENCE MARK DISK
 SS1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1183_STAMPING: J 9 S NO. 1 1961
 SS1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1183+STABILITY: SURFACE MOTION
 SS1183
 SS1183  HISTORY     - Date     Condition        Report By
 SS1183  HISTORY     - 1961     MONUMENTED       CGS
 SS1183
 SS1183                          STATION DESCRIPTION
 SS1183
 SS1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1183'1.8 MI N FROM NEUMAN SCHOOL.
 SS1183'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS1183'MILE NORTH ALONG A COUNTY ROAD, THENCE 0.3 MILE WEST ALONG A COUNTY
 SS1183'ROAD, AT THE CREST OF A SMALL HILL, AT THE JUNCTION OF A DRIVEWAY INTO
 SS1183'A FIELD, 51 FEET NORTHEAST OF AND ACROSS THE ROAD FROM J 9 S R.M. 2,
 SS1183'42 FEET NORTH OF AND ACROSS THE ROAD FROM J 9 S, 19 FEET NORTH OF THE
 SS1183'CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 2 FEET
 SS1183'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS1183'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1185 ***********************************************************************
 SS1185  DESIGNATION -  J 9 S RM 2
 SS1185  PID         -  SS1185
 SS1185  STATE/COUNTY-  MT/CASCADE
 SS1185  USGS QUAD   -  VAUGHN NE (1994)
 SS1185
 SS1185                         *CURRENT SURVEY CONTROL
 SS1185  ___________________________________________________________________
 SS1185* NAD 83(1986)-  47 39 14.     (N)    111 32 42.     (W)     SCALED    
 SS1185* NAVD 88     -      1171.864  (meters)    3844.69   (feet)  ADJUSTED  
 SS1185  ___________________________________________________________________
 SS1185  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS1185  DYNAMIC HT  -        1171.801 (meters)    3844.48  (feet)  COMP
 SS1185  MODELED GRAV-     980,517.5   (mgal)                       NAVD 88
 SS1185
 SS1185  VERT ORDER  -  SECOND    CLASS 0
 SS1185
 SS1185.The horizontal coordinates were scaled from a topographic map and have
 SS1185.an estimated accuracy of +/- 6 seconds.
 SS1185
 SS1185.The orthometric height was determined by differential leveling
 SS1185.and adjusted by the National Geodetic Survey in June 1991..
 SS1185
 SS1185.The geoid height was determined by GEOID03.
 SS1185
 SS1185.The dynamic height is computed by dividing the NAVD 88
 SS1185.geopotential number by the normal gravity value computed on the
 SS1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1185.degrees latitude (g = 980.6199 gals.).
 SS1185
 SS1185.The modeled gravity was interpolated from observed gravity values.
 SS1185
 SS1185;                    North         East    Units  Estimated Accuracy
 SS1185;SPC MT       -   380,240.      446,470.      MT  (+/- 180 meters Scaled)
 SS1185
 SS1185                          SUPERSEDED SURVEY CONTROL
 SS1185
 SS1185  NGVD 29 (??/??/92) 1170.948  (m)         3841.69   (f) ADJ UNCH    2 0
 SS1185
 SS1185.Superseded values are not recommended for survey control.
 SS1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1185.See file dsdata.txt to determine how the superseded data were derived.
 SS1185
 SS1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT590779(NAD 83)
 SS1185_MARKER: DR = REFERENCE MARK DISK
 SS1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1185_STAMPING: J 9 S NO. 2 1961
 SS1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1185+STABILITY: SURFACE MOTION
 SS1185
 SS1185  HISTORY     - Date     Condition        Report By
 SS1185  HISTORY     - 1961     MONUMENTED       CGS
 SS1185
 SS1185                          STATION DESCRIPTION
 SS1185
 SS1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1185'1.8 MI N FROM NEUMAN SCHOOL.
 SS1185'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS1185'MILE NORTH ALONG A COUNTY ROAD, THENCE 0.3 MILE WEST ALONG A COUNTY
 SS1185'ROAD, AT THE CREST OF A SMALL HILL, AT THE JUNCTION OF A DRIVEWAY INTO
 SS1185'A FIELD, 51 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM J 9 S R.M. 1,
 SS1185'34 FEET WEST-NORTHWEST OF J 9 S, 16 FEET SOUTH OF THE CENTER LINE OF
 SS1185'THE ROAD, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 SS1185'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SS1185'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0008 ***********************************************************************
 TH0008  DESIGNATION -  J 90
 TH0008  PID         -  TH0008
 TH0008  STATE/COUNTY-  MT/SHERIDAN
 TH0008  USGS QUAD   -  ANTELOPE (1988)
 TH0008
 TH0008                         *CURRENT SURVEY CONTROL
 TH0008  ___________________________________________________________________
 TH0008* NAD 83(1986)-  48 42 52.     (N)    104 27 32.     (W)     SCALED    
 TH0008* NAVD 88     -       624.945  (meters)    2050.34   (feet)  ADJUSTED  
 TH0008  ___________________________________________________________________
 TH0008  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TH0008  DYNAMIC HT  -         625.049 (meters)    2050.68  (feet)  COMP
 TH0008  MODELED GRAV-     980,756.9   (mgal)                       NAVD 88
 TH0008
 TH0008  VERT ORDER  -  FIRST     CLASS II
 TH0008
 TH0008.The horizontal coordinates were scaled from a topographic map and have
 TH0008.an estimated accuracy of +/- 6 seconds.
 TH0008
 TH0008.The orthometric height was determined by differential leveling
 TH0008.and adjusted by the National Geodetic Survey in June 1991..
 TH0008
 TH0008.The geoid height was determined by GEOID03.
 TH0008
 TH0008.The dynamic height is computed by dividing the NAVD 88
 TH0008.geopotential number by the normal gravity value computed on the
 TH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0008.degrees latitude (g = 980.6199 gals.).
 TH0008
 TH0008.The modeled gravity was interpolated from observed gravity values.
 TH0008
 TH0008;                    North         East    Units  Estimated Accuracy
 TH0008;SPC MT       -   508,050.      970,660.      MT  (+/- 180 meters Scaled)
 TH0008
 TH0008                          SUPERSEDED SURVEY CONTROL
 TH0008
 TH0008  NGVD 29 (??/??/92)  624.377  (m)         2048.48   (f) ADJ UNCH    1 2
 TH0008
 TH0008.Superseded values are not recommended for survey control.
 TH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0008.See file dsdata.txt to determine how the superseded data were derived.
 TH0008
 TH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP398958(NAD 83)
 TH0008_MARKER: DB = BENCH MARK DISK
 TH0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0008_STAMPING: J 90 1934
 TH0008_MARK LOGO: CGS   
 TH0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0008+STABILITY: SURFACE MOTION
 TH0008
 TH0008  HISTORY     - Date     Condition        Report By
 TH0008  HISTORY     - 1934     MONUMENTED       CGS
 TH0008  HISTORY     - 1981     GOOD             NGS
 TH0008
 TH0008                          STATION DESCRIPTION
 TH0008
 TH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0008'1.8 MI N FROM ANTELOPE.
 TH0008'1.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM ANTELOPE,
 TH0008'SHERIDAN COUNTY, 34 FEET SOUTH OF MILEPOST 48, AND 53 FEET EAST OF THE
 TH0008'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED J 90 1934 AND SET
 TH0008'IN THE TOP OF A CONCRETE POST.
 TH0008
 TH0008                          STATION RECOVERY (1981)
 TH0008
 TH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0008'NOTE=WITNESS POST ADDED AT THIS TIME.
 TH0008'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0025 ***********************************************************************
 TJ0025  DESIGNATION -  J 92
 TJ0025  PID         -  TJ0025
 TJ0025  STATE/COUNTY-  MT/VALLEY
 TJ0025  USGS QUAD   -  GLENTANA WEST (1973)
 TJ0025
 TJ0025                         *CURRENT SURVEY CONTROL
 TJ0025  ___________________________________________________________________
 TJ0025* NAD 83(1986)-  48 51 22.     (N)    106 22 11.     (W)     SCALED    
 TJ0025* NAVD 88     -       984.411  (meters)    3229.69   (feet)  ADJUSTED  
 TJ0025  ___________________________________________________________________
 TJ0025  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TJ0025  DYNAMIC HT  -         984.527 (meters)    3230.07  (feet)  COMP
 TJ0025  MODELED GRAV-     980,693.2   (mgal)                       NAVD 88
 TJ0025
 TJ0025  VERT ORDER  -  SECOND    CLASS 0
 TJ0025
 TJ0025.The horizontal coordinates were scaled from a topographic map and have
 TJ0025.an estimated accuracy of +/- 6 seconds.
 TJ0025
 TJ0025.The orthometric height was determined by differential leveling
 TJ0025.and adjusted by the National Geodetic Survey in June 1991..
 TJ0025
 TJ0025.The geoid height was determined by GEOID03.
 TJ0025
 TJ0025.The dynamic height is computed by dividing the NAVD 88
 TJ0025.geopotential number by the normal gravity value computed on the
 TJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0025.degrees latitude (g = 980.6199 gals.).
 TJ0025
 TJ0025.The modeled gravity was interpolated from observed gravity values.
 TJ0025
 TJ0025;                    North         East    Units  Estimated Accuracy
 TJ0025;SPC MT       -   516,460.      829,630.      MT  (+/- 180 meters Scaled)
 TJ0025
 TJ0025                          SUPERSEDED SURVEY CONTROL
 TJ0025
 TJ0025  NGVD 29 (??/??/92)  983.713  (m)         3227.40   (f) ADJ UNCH    2 0
 TJ0025
 TJ0025.Superseded values are not recommended for survey control.
 TJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0025.See file dsdata.txt to determine how the superseded data were derived.
 TJ0025
 TJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ995123(NAD 83)
 TJ0025_MARKER: DB = BENCH MARK DISK
 TJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0025_STAMPING: J 92 1934
 TJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0025+STABILITY: SURFACE MOTION
 TJ0025
 TJ0025  HISTORY     - Date     Condition        Report By
 TJ0025  HISTORY     - 1934     MONUMENTED       CGS
 TJ0025  HISTORY     - 1973     MARK NOT FOUND   USGS
 TJ0025
 TJ0025                          STATION DESCRIPTION
 TJ0025
 TJ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TJ0025'1.5 MI E FROM OPHEIM.
 TJ0025'1.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM OPHEIM, VALLEY
 TJ0025'COUNTY, 53 YARDS EAST OF MILEPOST 146, AT A ROAD CROSSING, AND 46 FEET
 TJ0025'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED J 92
 TJ0025'1934 AND SET IN THE TOP OF A CONCRETE POST.
 TJ0025
 TJ0025                          STATION RECOVERY (1973)
 TJ0025
 TJ0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TJ0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0252 ***********************************************************************
 TK0252  DESIGNATION -  J 93
 TK0252  PID         -  TK0252
 TK0252  STATE/COUNTY-  MT/HILL
 TK0252  USGS QUAD   -  COWAN RESERVOIR (1984)
 TK0252
 TK0252                         *CURRENT SURVEY CONTROL
 TK0252  ___________________________________________________________________
 TK0252* NAD 83(1986)-  48 22 13.     (N)    109 56 50.     (W)     SCALED    
 TK0252* NAVD 88     -       799.373  (meters)    2622.61   (feet)  POSTED    
 TK0252  ___________________________________________________________________
 TK0252  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 TK0252  DYNAMIC HT  -         799.440 (meters)    2622.83  (feet)  COMP
 TK0252  MODELED GRAV-     980,662.0   (mgal)                       NAVD 88
 TK0252
 TK0252  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0252
 TK0252.The horizontal coordinates were scaled from a topographic map and have
 TK0252.an estimated accuracy of +/- 6 seconds.
 TK0252
 TK0252.The orthometric height was determined by differential leveling
 TK0252.and adjusted by the National Geodetic Survey in 1992..
 TK0252.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0252.rate of 2.1 thru 3.0 mm/km.
 TK0252
 TK0252.The geoid height was determined by GEOID03.
 TK0252
 TK0252.The dynamic height is computed by dividing the NAVD 88
 TK0252.geopotential number by the normal gravity value computed on the
 TK0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0252.degrees latitude (g = 980.6199 gals.).
 TK0252
 TK0252.The modeled gravity was interpolated from observed gravity values.
 TK0252
 TK0252;                    North         East    Units  Estimated Accuracy
 TK0252;SPC MT       -   457,950.      566,880.      MT  (+/- 180 meters Scaled)
 TK0252
 TK0252                          SUPERSEDED SURVEY CONTROL
 TK0252
 TK0252  NGVD 29 (??/??/92)  798.541  (m)         2619.88   (f) ADJ UNCH    2 0
 TK0252
 TK0252.Superseded values are not recommended for survey control.
 TK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0252.See file dsdata.txt to determine how the superseded data were derived.
 TK0252
 TK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU779579(NAD 83)
 TK0252_MARKER: DB = BENCH MARK DISK
 TK0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0252_SP_SET: CONCRETE POST
 TK0252_STAMPING: J 93 1934
 TK0252_MARK LOGO: CGS   
 TK0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0252+STABILITY: SURFACE MOTION
 TK0252
 TK0252  HISTORY     - Date     Condition        Report By
 TK0252  HISTORY     - 1934     MONUMENTED       CGS
 TK0252  HISTORY     - 19860812 GOOD             NGS
 TK0252
 TK0252                          STATION DESCRIPTION
 TK0252
 TK0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0252'4.6 MI NE FROM BOX ELDER.
 TK0252'4.6 MILES NE OF AND ALONG THE G N R R ABOUT 266 YARDS S OF A BRIDGE
 TK0252'AND OPPOSITE MILE POST 16.  52 FEET E OF CENTER OF TRACK.  2 FEET E OF
 TK0252'R/W FENCE.
 TK0252
 TK0252                          STATION RECOVERY (1986)
 TK0252
 TK0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TK0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0688 ***********************************************************************
 TK0688  DESIGNATION -  J 93 RESET
 TK0688  PID         -  TK0688
 TK0688  STATE/COUNTY-  MT/HILL
 TK0688  USGS QUAD   -  COWAN RESERVOIR (1984)
 TK0688
 TK0688                         *CURRENT SURVEY CONTROL
 TK0688  ___________________________________________________________________
 TK0688* NAD 83(1986)-  48 22 13.     (N)    109 56 50.     (W)     SCALED    
 TK0688* NAVD 88     -       799.14   (meters)    2621.8    (feet)  RESET     
 TK0688  ___________________________________________________________________
 TK0688  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 TK0688
 TK0688  VERT ORDER  -  THIRD
 TK0688
 TK0688.The horizontal coordinates were scaled from a topographic map and have
 TK0688.an estimated accuracy of +/- 6 seconds.
 TK0688
 TK0688.The orthometric height was computed from unverified reset data.
 TK0688.No vertical observational check was made to the station.
 TK0688
 TK0688.The geoid height was determined by GEOID03.
 TK0688
 TK0688;                    North         East    Units  Estimated Accuracy
 TK0688;SPC MT       -   457,950.      566,880.      MT  (+/- 180 meters Scaled)
 TK0688
 TK0688                          SUPERSEDED SURVEY CONTROL
 TK0688
 TK0688  NGVD 29 (03/30/06)  798.30   (m)         2619.1    (f) RESET       3  
 TK0688
 TK0688.Superseded values are not recommended for survey control.
 TK0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0688.See file dsdata.txt to determine how the superseded data were derived.
 TK0688
 TK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU779579(NAD 83)
 TK0688_MARKER: DV = VERTICAL CONTROL DISK
 TK0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0688_SP_SET: CONCRETE POST
 TK0688_STAMPING: J 93 RESET 1986
 TK0688_MARK LOGO: NGS   
 TK0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0688+STABILITY: SURFACE MOTION
 TK0688
 TK0688  HISTORY     - Date     Condition        Report By
 TK0688  HISTORY     - 1986     MONUMENTED       NGS
 TK0688
 TK0688                          STATION DESCRIPTION
 TK0688
 TK0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 TK0688'7.36 KM (4.55 MI) NORTHEAST ALONG US HIGHWAY 87 FROM THE POST OFFICE
 TK0688'IN BOX ELDER, ALONG THE EDGE OF THE EAST RIGHT-OF-WAY OF THE HIGHWAY,
 TK0688'0.25 M (0.82 FT) NORTH OF A WITNESS POST, 0.71 M (2.33 FT) NORTHWEST
 TK0688'OF POWER POLE 91-7, 8.4 M (27.6 FT) EAST OF THE EAST RIGHT-OF-WAY,
 TK0688'150 M (492.1 FT) NORTH OF MILE MARKER 95 AND SET AT A 3-WIRE DOUBLE
 TK0688'POLE HIGH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0024 ***********************************************************************
 SS0024  DESIGNATION -  J 94
 SS0024  PID         -  SS0024
 SS0024  STATE/COUNTY-  MT/CHOUTEAU
 SS0024  USGS QUAD   -  LOMA EAST (1953)
 SS0024
 SS0024                         *CURRENT SURVEY CONTROL
 SS0024  ___________________________________________________________________
 SS0024* NAD 83(1986)-  47 56 06.     (N)    110 28 39.     (W)     SCALED    
 SS0024* NAVD 88     -       783.207  (meters)    2569.57   (feet)  ADJUSTED  
 SS0024  ___________________________________________________________________
 SS0024  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 SS0024  DYNAMIC HT  -         783.229 (meters)    2569.64  (feet)  COMP
 SS0024  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 SS0024
 SS0024  VERT ORDER  -  SECOND    CLASS 0
 SS0024
 SS0024.The horizontal coordinates were scaled from a topographic map and have
 SS0024.an estimated accuracy of +/- 6 seconds.
 SS0024
 SS0024.The orthometric height was determined by differential leveling
 SS0024.and adjusted by the National Geodetic Survey in June 1991..
 SS0024
 SS0024.The geoid height was determined by GEOID03.
 SS0024
 SS0024.The dynamic height is computed by dividing the NAVD 88
 SS0024.geopotential number by the normal gravity value computed on the
 SS0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0024.degrees latitude (g = 980.6199 gals.).
 SS0024
 SS0024.The modeled gravity was interpolated from observed gravity values.
 SS0024
 SS0024;                    North         East    Units  Estimated Accuracy
 SS0024;SPC MT       -   409,930.      527,000.      MT  (+/- 180 meters Scaled)
 SS0024
 SS0024                          SUPERSEDED SURVEY CONTROL
 SS0024
 SS0024  NGVD 29 (??/??/92)  782.370  (m)         2566.83   (f) ADJ UNCH    2 0
 SS0024
 SS0024.Superseded values are not recommended for survey control.
 SS0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0024.See file dsdata.txt to determine how the superseded data were derived.
 SS0024
 SS0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU390092(NAD 83)
 SS0024_MARKER: DB = BENCH MARK DISK
 SS0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0024_STAMPING: J 94 1934
 SS0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0024+STABILITY: SURFACE MOTION
 SS0024
 SS0024  HISTORY     - Date     Condition        Report By
 SS0024  HISTORY     - 1934     MONUMENTED       CGS
 SS0024
 SS0024                          STATION DESCRIPTION
 SS0024
 SS0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0024'1.3 MI NE FROM CHAPPELL.
 SS0024'1.3 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0024'AT CHAPPELL, CHOUTEAU COUNTY, 183 YARDS SOUTH OF MILEPOST 61, AT A
 SS0024'PRIVATE-ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, 12
 SS0024'FEET SOUTH OF A GATE TO THE CROSSING, AND 5 FEET WEST OF THE
 SS0024'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 94 1934 AND SET IN THE
 SS0024'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0855 ***********************************************************************
 SR0855  DESIGNATION -  J 95
 SR0855  PID         -  SR0855
 SR0855  STATE/COUNTY-  MT/FERGUS
 SR0855  USGS QUAD   -  COUNCIL ISLAND (1978)
 SR0855
 SR0855                         *CURRENT SURVEY CONTROL
 SR0855  ___________________________________________________________________
 SR0855* NAD 83(1986)-  47 40 01.     (N)    109 37 19.     (W)     SCALED    
 SR0855* NAVD 88     -       995.329  (meters)    3265.51   (feet)  ADJUSTED  
 SR0855  ___________________________________________________________________
 SR0855  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 SR0855  DYNAMIC HT  -         995.316 (meters)    3265.47  (feet)  COMP
 SR0855  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 SR0855
 SR0855  VERT ORDER  -  SECOND    CLASS 0
 SR0855
 SR0855.The horizontal coordinates were scaled from a topographic map and have
 SR0855.an estimated accuracy of +/- 6 seconds.
 SR0855
 SR0855.The orthometric height was determined by differential leveling
 SR0855.and adjusted by the National Geodetic Survey in June 1991..
 SR0855
 SR0855.The geoid height was determined by GEOID03.
 SR0855
 SR0855.The dynamic height is computed by dividing the NAVD 88
 SR0855.geopotential number by the normal gravity value computed on the
 SR0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0855.degrees latitude (g = 980.6199 gals.).
 SR0855
 SR0855.The modeled gravity was interpolated from observed gravity values.
 SR0855
 SR0855;                    North         East    Units  Estimated Accuracy
 SR0855;SPC MT       -   379,690.      590,850.      MT  (+/- 180 meters Scaled)
 SR0855
 SR0855                          SUPERSEDED SURVEY CONTROL
 SR0855
 SR0855  NGVD 29 (??/??/92)  994.506  (m)         3262.81   (f) ADJ UNCH    2 0
 SR0855
 SR0855.Superseded values are not recommended for survey control.
 SR0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0855.See file dsdata.txt to determine how the superseded data were derived.
 SR0855
 SR0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT034802(NAD 83)
 SR0855_MARKER: DB = BENCH MARK DISK
 SR0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0855_STAMPING: J 95 1934
 SR0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0855+STABILITY: SURFACE MOTION
 SR0855
 SR0855  HISTORY     - Date     Condition        Report By
 SR0855  HISTORY     - 1934     MONUMENTED       CGS
 SR0855
 SR0855                          STATION DESCRIPTION
 SR0855
 SR0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0855'7.7 MI SE FROM JUDITH.
 SR0855'7.7 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM JUDITH, 0.4 MILE SOUTH
 SR0855'OF A SCHOOL, 76 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE
 SR0855'CORNER, 34 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTH OF
 SR0855'THE T-FENCE.  A STANDARD DISK, STAMPED J 95 1934 AND SET IN THE TOP OF
 SR0855'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0136 ***********************************************************************
 TL0136  DESIGNATION -  J 97
 TL0136  PID         -  TL0136
 TL0136  STATE/COUNTY-  MT/LIBERTY
 TL0136  USGS QUAD   -  GOOSE BILL BUTTE NW (1970)
 TL0136
 TL0136                         *CURRENT SURVEY CONTROL
 TL0136  ___________________________________________________________________
 TL0136* NAD 83(1986)-  48 12 21.     (N)    110 53 30.     (W)     SCALED    
 TL0136* NAVD 88     -       932.131  (meters)    3058.17   (feet)  ADJUSTED  
 TL0136  ___________________________________________________________________
 TL0136  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 TL0136  DYNAMIC HT  -         932.186 (meters)    3058.35  (feet)  COMP
 TL0136  MODELED GRAV-     980,638.5   (mgal)                       NAVD 88
 TL0136
 TL0136  VERT ORDER  -  SECOND    CLASS 0
 TL0136
 TL0136.The horizontal coordinates were scaled from a topographic map and have
 TL0136.an estimated accuracy of +/- 6 seconds.
 TL0136
 TL0136.The orthometric height was determined by differential leveling
 TL0136.and adjusted by the National Geodetic Survey in June 1991..
 TL0136
 TL0136.The geoid height was determined by GEOID03.
 TL0136
 TL0136.The dynamic height is computed by dividing the NAVD 88
 TL0136.geopotential number by the normal gravity value computed on the
 TL0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0136.degrees latitude (g = 980.6199 gals.).
 TL0136
 TL0136.The modeled gravity was interpolated from observed gravity values.
 TL0136
 TL0136;                    North         East    Units  Estimated Accuracy
 TL0136;SPC MT       -   440,490.      496,610.      MT  (+/- 180 meters Scaled)
 TL0136
 TL0136                          SUPERSEDED SURVEY CONTROL
 TL0136
 TL0136  NGVD 29 (??/??/92)  931.252  (m)         3055.28   (f) ADJ UNCH    2 0
 TL0136
 TL0136.Superseded values are not recommended for survey control.
 TL0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0136.See file dsdata.txt to determine how the superseded data were derived.
 TL0136
 TL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU080391(NAD 83)
 TL0136_MARKER: DB = BENCH MARK DISK
 TL0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0136_STAMPING: J 97 1934
 TL0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0136+STABILITY: SURFACE MOTION
 TL0136
 TL0136  HISTORY     - Date     Condition        Report By
 TL0136  HISTORY     - 1934     MONUMENTED       CGS
 TL0136
 TL0136                          STATION DESCRIPTION
 TL0136
 TL0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0136'25.9 MI S FROM CHESTER.
 TL0136'25.9 MILES S OF AND ALONG HWY 15 AT A SIDE ROAD RUNNING W OFF HIGHWAY.
 TL0136'43 FEET N OF CENTER OF SIDE ROAD.  25 FEET N OF SIDE FENCE. 46 FEET W
 TL0136'OF CENTER OF HIGHWAY.  13 FEET W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0275 ***********************************************************************
 TL0275  DESIGNATION -  J 99
 TL0275  PID         -  TL0275
 TL0275  STATE/COUNTY-  MT/PONDERA
 TL0275  USGS QUAD   -  FOWLER COULEE SW (1967)
 TL0275
 TL0275                         *CURRENT SURVEY CONTROL
 TL0275  ___________________________________________________________________
 TL0275* NAD 83(1986)-  48 02 13.     (N)    111 41 56.     (W)     SCALED    
 TL0275* NAVD 88     -      1045.117  (meters)    3428.85   (feet)  POSTED    
 TL0275  ___________________________________________________________________
 TL0275  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 TL0275  DYNAMIC HT  -        1045.120 (meters)    3428.86  (feet)  COMP
 TL0275  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 TL0275
 TL0275  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0275
 TL0275.The horizontal coordinates were scaled from a topographic map and have
 TL0275.an estimated accuracy of +/- 6 seconds.
 TL0275
 TL0275.The orthometric height was determined by differential leveling
 TL0275.and adjusted by the National Geodetic Survey in 1992..
 TL0275.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0275.rate of 0.0 thru 1.0 mm/km.
 TL0275
 TL0275.The geoid height was determined by GEOID03.
 TL0275
 TL0275.The dynamic height is computed by dividing the NAVD 88
 TL0275.geopotential number by the normal gravity value computed on the
 TL0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0275.degrees latitude (g = 980.6199 gals.).
 TL0275
 TL0275.The modeled gravity was interpolated from observed gravity values.
 TL0275
 TL0275;                    North         East    Units  Estimated Accuracy
 TL0275;SPC MT       -   423,100.      436,120.      MT  (+/- 180 meters Scaled)
 TL0275
 TL0275                          SUPERSEDED SURVEY CONTROL
 TL0275
 TL0275  NGVD 29 (??/??/92) 1044.185  (m)         3425.80   (f) ADJ UNCH    2 0
 TL0275
 TL0275.Superseded values are not recommended for survey control.
 TL0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0275.See file dsdata.txt to determine how the superseded data were derived.
 TL0275
 TL0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU479206(NAD 83)
 TL0275_MARKER: DB = BENCH MARK DISK
 TL0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0275_STAMPING: J 99 1934
 TL0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0275+STABILITY: SURFACE MOTION
 TL0275
 TL0275  HISTORY     - Date     Condition        Report By
 TL0275  HISTORY     - 1934     MONUMENTED       CGS
 TL0275  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0275
 TL0275                          STATION DESCRIPTION
 TL0275
 TL0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0275'6.7 MI E FROM BRADY.
 TL0275'6.7 MILES EAST ALONG THE CARTER ROAD FROM BRADY, PONDERA COUNTY, 0.2
 TL0275'MILE WEST OF A FARMHOUSE, 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 TL0275'AND 13 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 TL0275'J 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TL0275
 TL0275                          STATION RECOVERY (1967)
 TL0275
 TL0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0593 ***********************************************************************
 QY0593  DESIGNATION -  JACKSON
 QY0593  PID         -  QY0593
 QY0593  STATE/COUNTY-  MT/BEAVERHEAD
 QY0593  USGS QUAD   -  JACKSON (1988)
 QY0593
 QY0593                         *CURRENT SURVEY CONTROL
 QY0593  ___________________________________________________________________
 QY0593* NAD 83(1992)-  45 18 47.51025(N)    113 26 49.31709(W)     ADJUSTED  
 QY0593* NAVD 88     -      2030.9    (meters)    6663.     (feet)  VERTCON   
 QY0593  ___________________________________________________________________
 QY0593  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 QY0593  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 QY0593
 QY0593  HORZ ORDER  -  SECOND
 QY0593
 QY0593.The horizontal coordinates were established by classical geodetic methods
 QY0593.and adjusted by the National Geodetic Survey in July 1992..
 QY0593
 QY0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0593
 QY0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0593
 QY0593.The geoid height was determined by GEOID03.
 QY0593
 QY0593;                    North         East     Units Scale Factor Converg.
 QY0593;SPC MT       -   125,963.899   290,673.791   MT  0.99982644   -2 53 14.2
 QY0593;SPC MT       -   413,267.39    953,654.17   iFT  0.99982644   -2 53 14.2
 QY0593;UTM  12      - 5,020,656.572   308,190.574   MT  1.00005238   -1 44 25.0
 QY0593
 QY0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0593!SPC MT       -   0.99968361  x   0.99982644  =   0.99951010
 QY0593!UTM  12      -   0.99968361  x   1.00005238  =   0.99973597
 QY0593
 QY0593|---------------------------------------------------------------------|
 QY0593| PID    Reference Object                     Distance      Geod. Az  |
 QY0593|                                                           dddmmss.s |
 QY0593| CN3770 JACKSON RM 1                          9.870 METERS 00750     |
 QY0593| QY0669 JACKSON AZ MK                       414.212 METERS 0603418.6 |
 QY0593| CN3771 JACKSON RM 2                          5.851 METERS 19839     |
 QY0593|---------------------------------------------------------------------|
 QY0593
 QY0593                          SUPERSEDED SURVEY CONTROL
 QY0593
 QY0593  NAD 83(1986)-  45 18 47.50890(N)    113 26 49.31394(W) AD(       ) 2
 QY0593  NAD 27      -  45 18 47.78400(N)    113 26 46.11100(W) AD(       ) 2
 QY0593  NGVD 29 (07/19/86) 2029.6    (m)         6659.     (f) VERT ANG       
 QY0593
 QY0593.Superseded values are not recommended for survey control.
 QY0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0593.See file dsdata.txt to determine how the superseded data were derived.
 QY0593
 QY0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR0819120657(NAD 83)
 QY0593_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QY0593
 QY0593  HISTORY     - Date     Condition        Report By
 QY0593  HISTORY     - 1956     MONUMENTED       CGS
 QY0593
 QY0593                          STATION DESCRIPTION
 QY0593
 QY0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0593'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF JACKSON,
 QY0593'39 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 5 FEET
 QY0593'SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST AND 5 FEET SOUTHEAST
 QY0593'OF A TELEPHONE POLE.
 QY0593'
 QY0593'TO REACH THE STATION FROM THE POST OFFICE IN JACKSON, GO
 QY0593'SOUTH ON GRAVELED ROAD FOR 0.8 MILE TO A FORK, TAKE RIGHT FORK
 QY0593'AND CONTINUE ON MAIN ROAD FOR 4.3 MILES TO THE AZIMUTH MARK
 QY0593'ON THE LEFT, CONTINUE SOUTHWEST FOR 0.3 MILE TO THE STATION ON
 QY0593'THE RIGHT.
 QY0593'
 QY0593'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QY0593'JACKSON 1956.
 QY0593'
 QY0593'REFERENCE MARK 1 IS 4 FEET EAST OF A FENCE.  IT PROJECTS 6
 QY0593'INCHES AND THE DISK IS STAMPED JACKSON NO 1 1956.
 QY0593'
 QY0593'REFERENCE MARK 2 IS 39 FEET WEST OF THE CENTER OF THE ROAD.  IT
 QY0593'PROJECTS 6 INCHES AND THE DISK IS STAMPED JACKSON NO 2 1956.
 QY0593'
 QY0593'AZIMUTH MARK IS 40 FEET SOUTHEAST OF THE CENTER OF THE ROAD AND
 QY0593'3 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.  IT PROJECTS
 QY0593'6 INCHES AND THE DISK IS STAMPED JACKSON 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0669 ***********************************************************************
 QY0669  CBN         -  This is a Cooperative Base Network Control Station.
 QY0669  DESIGNATION -  JACKSON AZ MK
 QY0669  PID         -  QY0669
 QY0669  STATE/COUNTY-  MT/BEAVERHEAD
 QY0669  USGS QUAD   -  JACKSON (1988)
 QY0669
 QY0669                         *CURRENT SURVEY CONTROL
 QY0669  ___________________________________________________________________
 QY0669* NAD 83(1999)-  45 18 54.10089(N)    113 26 32.75095(W)     ADJUSTED  
 QY0669* NAVD 88     -      2028.9    (meters)    6656.     (feet)  GPS OBS   
 QY0669  ___________________________________________________________________
 QY0669  X           -  -1,787,910.016 (meters)                     COMP
 QY0669  Y           -  -4,123,236.014 (meters)                     COMP
 QY0669  Z           -   4,513,470.267 (meters)                     COMP
 QY0669  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 QY0669  ELLIP HEIGHT-        2016.66  (meters)          (04/26/01) GPS OBS
 QY0669  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 QY0669
 QY0669  HORZ ORDER  -  B
 QY0669  ELLP ORDER  -  FOURTH    CLASS I
 QY0669
 QY0669.The horizontal coordinates were established by GPS observations
 QY0669.and adjusted by the National Geodetic Survey in April 2001..
 QY0669.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QY0669.DATUM ITEM on the data sheet items page.
 QY0669
 QY0669.The orthometric height was determined by GPS observations and a
 QY0669.high-resolution geoid model.
 QY0669
 QY0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QY0669
 QY0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0669
 QY0669.The ellipsoidal height was determined by GPS observations
 QY0669.and is referenced to NAD 83.
 QY0669
 QY0669.The geoid height was determined by GEOID03.
 QY0669
 QY0669;                    North         East     Units Scale Factor Converg.
 QY0669;SPC MT       -   126,148.907   291,044.353   MT  0.99982551   -2 53 02.1
 QY0669;SPC MT       -   413,874.37    954,869.92   iFT  0.99982551   -2 53 02.1
 QY0669;UTM  12      - 5,020,849.004   308,557.442   MT  1.00005065   -1 44 13.4
 QY0669
 QY0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0669!SPC MT       -   0.99968393  x   0.99982551  =   0.99950949
 QY0669!UTM  12      -   0.99968393  x   1.00005065  =   0.99973456
 QY0669
 QY0669                          SUPERSEDED SURVEY CONTROL
 QY0669
 QY0669  NAD 83(1992)-  45 18 54.09964(N)    113 26 32.75037(W) AD(       ) B
 QY0669  ELLIP H (05/23/94) 2016.75   (m)                       GP(       ) 1 2
 QY0669
 QY0669.Superseded values are not recommended for survey control.
 QY0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0669.See file dsdata.txt to determine how the superseded data were derived.
 QY0669
 QY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR0855720849(NAD 83)
 QY0669_MARKER: DZ = AZIMUTH MARK DISK
 QY0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0669_SP_SET: CONCRETE POST
 QY0669_STAMPING: JACKSON 1956
 QY0669_MARK LOGO: CGS   
 QY0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0669+STABILITY: SURFACE MOTION
 QY0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0669+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1994
 QY0669
 QY0669  HISTORY     - Date     Condition        Report By
 QY0669  HISTORY     - 1956     MONUMENTED       CGS
 QY0669  HISTORY     - 19940111 GOOD
 QY0669  HISTORY     - 19940616 GOOD             MTDOT
 QY0669
 QY0669                          STATION DESCRIPTION
 QY0669
 QY0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QY0669'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHWEST OF JACKSON, ALONG
 QY0669'A GRAVELED ROAD AND ON THE SOUTHEAST SIDE OF THE ROAD.  THE AZIMUTH
 QY0669'MARK WAS USED DUE TO DEEP SNOW AND THE STATION WAS NOT FOUND.  THE
 QY0669'POINT USED WAS THE DRILL HOLE IN THE MARK.
 QY0669'TO REACH THE STATION FROM THE POST OFFICE, IN JACKSON, GO EAST ON
 QY0669'STATE HIGHWAY 43 FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT.  TURN
 QY0669'RIGHT AND GO 4.4. MI (7.08 KM) TO THE AZIMUTH MARK ON THE LEFT.
 QY0669'THE MARK IS 40 FT (12.2 M) SOUTHEAST OF THE CENTER OF THE ROAD AND 3.0
 QY0669'FT (0.9 M) WEST OF A WITNESS POST.  IT IS LOCATED IN CLEAR OPEN
 QY0669'PASTURE LAND IN THE CENTER OF A LARGE VALLEY.  THE MARK PROJECTS 0.5
 QY0669'FT.
 QY0669'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHWEST OF JACKSON, ALONG
 QY0669'A GRAVELED ROAD AND ON THE SOUTHEAST SIDE OF THE ROAD.  THE AZIMUTH
 QY0669'MARK WAS USED DUE TO THE DEEP SNOW AND THE STATION MARK WAS NOT
 QY0669'FOUND.  THE STATION IS IN GOOD CONDITION AS IT WAS RECOVERED DURING
 QY0669'THE SUMMER MONTHS.  THE POINT USED WAS A DRILL HOLE IN THE DISK.
 QY0669'TO REACH THE STATION FROM THE POST OFFICE, IN JACKSON, GO EAST ON
 QY0669'STATE HIGHWAY 43 FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT.  TURN
 QY0669'RIGHT AND GO 4.4 MI (7.1 KM) TO THE AZIMUTH MARK ON THE LEFT.
 QY0669'THE MARK IS 40.0 FT (12.2 M) SOUTHEAST OF THE CENTER OF THE ROAD AND
 QY0669'3.0 FT (0.9 M) WEST OF A WITNESS POST.  IT IS LOCATED IN CLEAR OPEN
 QY0669'PASTURE LAND IN THE CENTER OF A LARGE VALLEY.  THE MARK PROJECTS 0.5
 QY0669'FT.
 QY0669
 QY0669                          STATION RECOVERY (1994)
 QY0669
 QY0669'RECOVERED 1994
 QY0669'RECOVERED IN GOOD CONDITION.
 QY0669
 QY0669                          STATION RECOVERY (1994)
 QY0669
 QY0669'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 QY0669'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0366 ***********************************************************************
 SP0366  DESIGNATION -  JACKSON RESET
 SP0366  PID         -  SP0366
 SP0366  STATE/COUNTY-  MT/RICHLAND
 SP0366  USGS QUAD   -  SIOUX PASS (1972)
 SP0366
 SP0366                         *CURRENT SURVEY CONTROL
 SP0366  ___________________________________________________________________
 SP0366* NAD 83(1996)-  47 55 37.00712(N)    104 19 45.52438(W)     ADJUSTED  
 SP0366* NAVD 88     -       781.5    (meters)    2564.     (feet)  VERTCON   
 SP0366  ___________________________________________________________________
 SP0366  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 SP0366  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SP0366
 SP0366  HORZ ORDER  -  FIRST
 SP0366
 SP0366.The horizontal coordinates were established by classical geodetic methods
 SP0366.and adjusted by the National Geodetic Survey in January 1998..
 SP0366
 SP0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 SP0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SP0366
 SP0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 SP0366
 SP0366.The geoid height was determined by GEOID03.
 SP0366
 SP0366;                    North         East     Units Scale Factor Converg.
 SP0366;SPC MT       -   421,320.560   985,942.994   MT  0.99952024   +3 46 56.6
 SP0366;SPC MT       - 1,382,285.30  3,234,721.11   iFT  0.99952024   +3 46 56.6
 SP0366;UTM  13      - 5,308,398.343   550,100.761   MT  0.99963084   +0 29 52.3
 SP0366
 SP0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SP0366!SPC MT       -   0.99988027  x   0.99952024  =   0.99940057
 SP0366!UTM  13      -   0.99988027  x   0.99963084  =   0.99951116
 SP0366
 SP0366|---------------------------------------------------------------------|
 SP0366| PID    Reference Object                     Distance      Geod. Az  |
 SP0366|                                                           dddmmss.s |
 SP0366| CQ7915 JACKSON RM 2                         14.785 METERS 14903     |
 SP0366| CQ7913 JACKSON AZ MK                                      1612457.5 |
 SP0366| CQ7916 JACKSON RM 3                         11.599 METERS 25507     |
 SP0366| CQ7914 JACKSON RM 1                         64.536 METERS 31825     |
 SP0366|---------------------------------------------------------------------|
 SP0366
 SP0366                          SUPERSEDED SURVEY CONTROL
 SP0366
 SP0366  NAD 83(1992)-  47 55 37.00713(N)    104 19 45.52383(W) AD(       ) 1
 SP0366  NAD 83(1986)-  47 55 37.00765(N)    104 19 45.52156(W) AD(       ) 1
 SP0366  NAD 27      -  47 55 36.94500(N)    104 19 43.71600(W) AD(       ) 1
 SP0366  NGVD 29 (07/19/86)  780.9    (m)         2562.     (f) VERT ANG       
 SP0366
 SP0366.Superseded values are not recommended for survey control.
 SP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0366.See file dsdata.txt to determine how the superseded data were derived.
 SP0366
 SP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP5010108398(NAD 83)
 SP0366_MARKER: DD = SURVEY DISK
 SP0366_SETTING: 66 = SET IN ROCK OUTCROP
 SP0366_SP_SET: SET IN ROCK OUTCROP
 SP0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SP0366+STABILITY: POSITION/ELEVATION WELL
 SP0366
 SP0366  HISTORY     - Date     Condition        Report By
 SP0366  HISTORY     - 1941     MONUMENTED       CGS
 SP0366  HISTORY     - 1948     GOOD             CGS
 SP0366  HISTORY     - 1965     GOOD             NGS
 SP0366  HISTORY     - 1971     GOOD             USAF
 SP0366
 SP0366                          STATION DESCRIPTION
 SP0366
 SP0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SP0366'STATION MARK WAS FOUND IN GOOD CONDITION.  THE SHANK OF
 SP0366'REFERENCE MARK NO. 1 1912 WAS FOUND IN PLACE.  TWO NEW REFERENCE
 SP0366'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 SP0366'COMPLETE DESCRIPTION FOLLOWS--
 SP0366'
 SP0366'STATION IS ABOUT 1/2 MILE SW OF THE SIOUX PASS POST OFFICE, ABOUT
 SP0366'1/2 MILE W OF STATE HIGHWAY 16, ON A HIGH FLAT RIDGE, ABOUT
 SP0366'250 METERS W FROM THE BROW OF THE HILL FACING THE PASS.  IT IS
 SP0366'ABOUT 3 METERS NNE OF AN OLD INDIAN GRAVE AND 11.5 FEET SSE OF A
 SP0366'REFERENCE POST.  THE STATION IS MARKED BY A STANDARD U.S.G.S.
 SP0366'STATION MARK CEMENTED IN ROCK WHICH IS FLUSH WITH THE GROUND.
 SP0366'THE MARK IS STAMPED JACKSON 1912-1941.
 SP0366'
 SP0366'REFERENCE MARK NO. 1 1912 IS NEAR THE HEAD OF A DRAW LEADING
 SP0366'UP FROM THE SW AND ABOUT 10 FEET BELOW THE STATION.  IT IS THE
 SP0366'SHANK OF A REFERENCE MARK PROJECTING 1/2 INCH, CEMENTED IN THE
 SP0366'TOP OF A LARGE FAST WHITE BOULDER.
 SP0366'
 SP0366'REFERENCE MARK NO. 2, A STANDARD DISK SET IN CONCRETE,
 SP0366'AT ABOUT THE SAME ELEVATION.  IT IS
 SP0366'STAMPED JACKSON REF NO. 2 1941 AND PROJECTS 5 INCHES.
 SP0366'
 SP0366'REFERENCE MARK NO. 3 IS AT ABOUT THE SAME ELEVATION, IS STAMPED
 SP0366'JACKSON 1941 REF NO. 3 AND PROJECTS 6 INCHES.
 SP0366'
 SP0366'THE AZIMUTH MARK IS SSE OF THE STATION AT THE TOP OF A CUT,
 SP0366'59 FEET W OF THE CENTER LINE OF STATE HIGHWAY 16, 120 YARDS
 SP0366'(PACED) N OF A CULVERT AND CATTLE UNDERPASS, 0.5 FT. E OF
 SP0366'THE W RIGHT-OF-WAY FENCE, AND 3.7 FT. N OF A REFERENCE POST.
 SP0366'IT IS STAMPED JACKSON 1941 AND PROJECTS 6 IN.
 SP0366'
 SP0366'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND THE
 SP0366'FAIRVIEW-GIRARD ROAD, 11.8 MI. W OF FAIRVIEW, GO N ON STATE
 SP0366'HIGHWAY 16 FOR 3.6 MI. TO THE AZIMUTH MARK ON THE LEFT.
 SP0366'CONTINUE N FOR 1.0 MI. TO A HOUSE AND FARM BUILDINGS ON THE
 SP0366'LEFT.  TURN LEFT THROUGH A GATE INTO A BARNYARD, W ACROSS THE
 SP0366'BARNYARD TO A SECOND GATE, THEN FOLLOW A FARM ROAD W UP THE S
 SP0366'SIDE OF A FENCE FOR ABOUT 0.1 MI. TO WHERE THE FARM ROAD
 SP0366'TURNS N AND A DIM TRAIL CONTINUES W UP A DRAW, FOLLOW THE DIM
 SP0366'TRAIL W UP THE DRAW FOR ABOUT 0.1 MI., THEN S FOR ABOUT 0.1
 SP0366'MI. TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 SP0366
 SP0366                          STATION RECOVERY (1948)
 SP0366
 SP0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 SP0366'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  TWO
 SP0366'REFERENCE MARKS AND AN AZIMUTH MARK ESTABLISHED IN 1941 WERE
 SP0366'FOUND TO BE IN GOOD CONDITION.  THE BOULDER IN WHICH A REFERENCE
 SP0366'MARK WAS ESTABLISHED IN 1912 WAS FOUND.  THE DISK WAS GONE BUT
 SP0366'THE SHANK OF THE DISK WAS IN A DRILL HOLE IN THE BOULDER AND
 SP0366'IT PROJECTS ABOUT 1 INCH.  THE BOULDER IS OBSTRUCTED FROM THE
 SP0366'STATION BY THE BROW OF THE HILL.  REFERENCE MRKS 2 AND 3,
 SP0366'AND THE AZIMUTH MARK ARE DISKS SET IN SQUARE CONCRETE POSTS.
 SP0366'DESCRIPTION FOLLOWS--
 SP0366'
 SP0366'LOCATED ABOUT 17 MILES SOUTH-SOUTHEAST OF CULBERTSON, ABOUT
 SP0366'1/4 MILE NORTH-NORTHWEST OF STATE HIGHWAY 16 AT THE POINT WHERE
 SP0366'IT LEADS THROUGH THE SIOUX PASS, ABOUT 250 METERS NORTHWESTERLY
 SP0366'OF THE SOUTHWEST EDGE OF A RIDGE, 11.5 FEET SOUTH OF A
 SP0366'WITNESS POST, AND 10 FEET NORTHEAST OF AN OLD INDIAN GRAVE.
 SP0366'IT IS A U.S.G.S. B.M. DISK CEMENTED IN A ROCK THAT IS FLUSH WITH
 SP0366'THE GROUND.  IT IS STAMPED JACKSON 1912 1941.
 SP0366'
 SP0366'THE REFERENCE MARK IN THE BOULDER IS 211.73 FEET (SLOPE)
 SP0366'NORTHWEST OF THE STATION.  THE BOULDER IS APPROXIMATELY 4
 SP0366'FEET IN DIAMETER AND 3 FEET HIGH.
 SP0366'
 SP0366'REFERENCE MARK NO. 2 IS 48.51 FEET SOUTH-SOUTHEAST OF THE
 SP0366'STATION, AND 33 FEET SOUTHEAST OF THE OLD INDIAN GRAVE.  IT
 SP0366'PROJECTS 6 INCHES, AND IS AN AZIMUTH MARK DISK STAMPED
 SP0366'JACKSON REF NO 2 1941.
 SP0366'
 SP0366'REFERENCE MARK NO. 3 IS 38.05 FEET WEST-SOUTHWEST OF THE
 SP0366'STATION, AND 29 FEET WEST OF THE INDIAN GRAVE.  IT PROJECTS
 SP0366'6 INCHES, AND THE DISK IS STAMPED JACKSON NO 3 1941.
 SP0366'
 SP0366'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTH-SOUTHEAST OF
 SP0366'THE STATION, 0.1 MILE NORTH OF A SMALL WOODEN BRIDGE, 59 FEET
 SP0366'WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 16, 13
 SP0366'FEET WEST OF THE ROAD EMBANKMENT, AND 3.6 FEET NORTH OF A
 SP0366'WITNESS POST.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 SP0366'JACKSON 1941.
 SP0366'
 SP0366'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 SP0366'STATE HIGHWAY 16 IN CULBERTSON, GO SOUTHERLY ON NO. 16 FOR
 SP0366'19.8 MILES TO A CROSSROAD AND A SIGN SIOUX PASS.* THEN RIGHT,
 SP0366'WESTERLY, ON A GRAVELED ROAD 0.4 MILE.  THEN RIGHT, NORTHERLY
 SP0366'THROUGH A FARMYARD 0.15 MILE TO A GATE IN AN EAST-WEST WIRE
 SP0366'FENCE.  THROUGH THE GATE FOR ABOUT 50 FEET THEN RIGHT, EAST,
 SP0366'THROUGH ANOTHER GATE IN A NORTH-SOUTH WIRE FENCE.  GO
 SP0366'NORTHEASTERLY ACROSS A PASTURE FOR 0.2 MILE TO A NORTH-SOUTH
 SP0366'WIRE FENCE.  TAKE THE FENCE DOWN AND CONTINUE EASTERLY TO THE
 SP0366'TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
 SP0366'
 SP0366'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH ON
 SP0366'NO. 16 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 SP0366
 SP0366                          STATION RECOVERY (1965)
 SP0366
 SP0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SP0366'RECOVERED.
 SP0366'
 SP0366'STATION MARK, RM'S AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 SP0366'EXCEPT THAT THE GATES AND BARN YARD NO LONGER EXIST.
 SP0366
 SP0366                          STATION RECOVERY (1971)
 SP0366
 SP0366'RECOVERY NOTE BY US AIR FORCE 1971
 SP0366'STATION, BOTH RMS, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 SP0366'CONDITION.
 SP0366'
 SP0366'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 SP0366'
 SP0366'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND MONTANA
 SP0366'16 IN CULBERTSON, GO SOUTHERLY ON MONTANA 16 FOR 19.8 MILES TO
 SP0366'DIRT CROSSROADS, AND A POWER STATION ON THE RIGHT.  TURN RIGHT
 SP0366'(WEST) ON DIRT ROAD FOR 0.3 MILE TO A TRACK ROAD RIGHT.  TURN
 SP0366'RIGHT (NORTH) ON THE TRACK ROAD FOR 0.25 MILE TO A SMALL RISE.
 SP0366'THENCE, RIGHT (EAST) UP RIDGE FOR 0.1 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1043 ***********************************************************************
 RX1043  DESIGNATION -  JAKE ET
 RX1043  PID         -  RX1043
 RX1043  STATE/COUNTY-  MT/POWELL
 RX1043  USGS QUAD   -  OVANDO MOUNTAIN (1968)
 RX1043
 RX1043                         *CURRENT SURVEY CONTROL
 RX1043  ___________________________________________________________________
 RX1043* NAD 83(1992)-  46 59 59.98130(N)    113 05 42.13849(W)     ADJUSTED  
 RX1043* NAVD 88     -      1327.9    (meters)    4357.     (feet)  VERTCON   
 RX1043  ___________________________________________________________________
 RX1043  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 RX1043  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 RX1043
 RX1043  HORZ ORDER  -  THIRD
 RX1043
 RX1043.The horizontal coordinates were established by classical geodetic methods
 RX1043.and adjusted by the National Geodetic Survey in July 1992..
 RX1043
 RX1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1043
 RX1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1043
 RX1043.The geoid height was determined by GEOID03.
 RX1043
 RX1043;                    North         East     Units Scale Factor Converg.
 RX1043;SPC MT       -   311,846.793   326,837.729   MT  0.99939266   -2 37 47.2
 RX1043;SPC MT       - 1,023,119.40  1,072,302.26   iFT  0.99939266   -2 37 47.2
 RX1043;UTM  12      - 5,207,293.661   340,725.910   MT  0.99991179   -1 31 57.1
 RX1043
 RX1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1043!SPC MT       -   0.99979403  x   0.99939266  =   0.99918681
 RX1043!UTM  12      -   0.99979403  x   0.99991179  =   0.99970583
 RX1043
 RX1043                          SUPERSEDED SURVEY CONTROL
 RX1043
 RX1043  NAD 83(1986)-  46 59 59.98823(N)    113 05 42.12422(W) AD(       ) 3
 RX1043  NGVD 29 (06/10/92) 1326.8    (m)         4353.     (f) VERT ANG       
 RX1043
 RX1043.Superseded values are not recommended for survey control.
 RX1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1043.See file dsdata.txt to determine how the superseded data were derived.
 RX1043
 RX1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT4072607294(NAD 83)
 RX1043_MARKER: DS = TRIANGULATION STATION DISK
 RX1043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX1043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1043
 RX1043  HISTORY     - Date     Condition        Report By
 RX1043  HISTORY     - 1962     MONUMENTED       USGS
 RX1043
 RX1043                          STATION DESCRIPTION
 RX1043
 RX1043'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX1043'STATION LOCATED ABOUT 2 MI. SE. OF OVANDO ON HIGH GRASSY RIDGE ON
 RX1043'JACOBSEN RANCH.
 RX1043'
 RX1043'TO REACH FROM OVANDO, GO 1 MI. S. OF TOWN TO T-RD. JUNCTION, GO E.
 RX1043'0.8 MI. TO RIGHT ANGLE TURN S., ENTER GATE AT TURN AND CONTINUE E.
 RX1043'ON DIM TRACK RD. 0.8 MI. TO CREST OF RIDGE, LEAVE TRAIL AND GO SW.
 RX1043'ALONG CREST OF RIDGE TO STATION.  STATION IS SURROUNDED BY ROCKS
 RX1043'TO AID IN LOCATION.
 RX1043'
 RX1043'STATION MARK--STANDARD TABLET SET IN 1 IN. PIPE DRIVEN SOLID AND
 RX1043'PROJECTING 0.1 FT., STAMPED---JAKE ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0566 ***********************************************************************
 QY0566  DESIGNATION -  JAQUES
 QY0566  PID         -  QY0566
 QY0566  STATE/COUNTY-  MT/BEAVERHEAD
 QY0566  USGS QUAD   -  STORM PEAK (1988)
 QY0566
 QY0566                         *CURRENT SURVEY CONTROL
 QY0566  ___________________________________________________________________
 QY0566* NAD 83(1992)-  45 31 04.30784(N)    112 45 14.28785(W)     ADJUSTED  
 QY0566* NAVD 88     -      1783.8    (meters)    5852.     (feet)  VERTCON   
 QY0566  ___________________________________________________________________
 QY0566  LAPLACE CORR-         -10.20  (seconds)                    DEFLEC99
 QY0566  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 QY0566
 QY0566  HORZ ORDER  -  THIRD
 QY0566
 QY0566.The horizontal coordinates were established by classical geodetic methods
 QY0566.and adjusted by the National Geodetic Survey in July 1992..
 QY0566
 QY0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0566
 QY0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0566
 QY0566.The geoid height was determined by GEOID03.
 QY0566
 QY0566;                    North         East     Units Scale Factor Converg.
 QY0566;SPC MT       -   146,188.826   345,898.628   MT  0.99972864   -2 22 49.1
 QY0566;SPC MT       -   479,622.13  1,134,838.02   iFT  0.99972864   -2 22 49.1
 QY0566;UTM  12      - 5,041,977.286   363,011.719   MT  0.99983072   -1 15 05.7
 QY0566
 QY0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0566!SPC MT       -   0.99972226  x   0.99972864  =   0.99945098
 QY0566!UTM  12      -   0.99972226  x   0.99983072  =   0.99955303
 QY0566
 QY0566:                Primary Azimuth Mark                     Grid Az
 QY0566:SPC MT       -  SUGARLOAF                                261 12 51.5
 QY0566:UTM  12      -  SUGARLOAF                                260 05 08.1
 QY0566
 QY0566|---------------------------------------------------------------------|
 QY0566| PID    Reference Object                     Distance      Geod. Az  |
 QY0566|                                                           dddmmss.s |
 QY0566| QY0567 SUGARLOAF                           APPROX. 5.1 KM 2585002.4 |
 QY0566|---------------------------------------------------------------------|
 QY0566
 QY0566                          SUPERSEDED SURVEY CONTROL
 QY0566
 QY0566  NAD 83(1986)-  45 31 04.30815(N)    112 45 14.28641(W) AD(       ) 3
 QY0566  NAD 27      -  45 31 04.57629(N)    112 45 11.19211(W) AD(       ) 3
 QY0566  NGVD 29 (07/19/86) 1782.5    (m)         5848.     (f) VERT ANG       
 QY0566
 QY0566.Superseded values are not recommended for survey control.
 QY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0566.See file dsdata.txt to determine how the superseded data were derived.
 QY0566
 QY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR6301241977(NAD 83)
 QY0566
 QY0566  HISTORY     - Date     Condition        Report By
 QY0566  HISTORY     - 1950     MONUMENTED       USGS
 QY0566  HISTORY     - 1957     GOOD             USGS
 QY0566
 QY0566                          STATION DESCRIPTION
 QY0566
 QY0566'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QY0566'STATION IS LOCATED IN BEAVERHEAD COUNTY, MONTANA, IN SEC. 8, R 9 W,
 QY0566'T 4 S.
 QY0566'
 QY0566'TO REACH FROM POST OFFICE AT GLEN, MONTANA, PROCEED N. ON U.S. HIGHWAY
 QY0566'91 FOR 0.3 MI., THENCE LEFT (W.) ON GRADED RD. ACROSS RAILROAD TRACKS
 QY0566'AND PROCEED 0.9 MI. TO T-RD., THENCE RIGHT (N.) ON MAIN TRAVELED RD.
 QY0566'2.2 MI. TO T-RD., THENCE LEFT (W.) 0.2 MI. TO RD. FORK AT SIGN
 QY0566'--JACKS GULCH--, THENCE RIGHT, UP RIDGE 0.4 MI. TO FORK, THENCE LEFT
 QY0566'1.0 MI. TO FORK, THENCE RIGHT ON TRAIL 0.5 MI.  STATION LIES TO RIGHT
 QY0566'(N.) OF RD. ON THE MOST NORTHERLY OF TWO ROCK KNOLLS.  ABOUT 0.3 MI.
 QY0566'FROM RD.
 QY0566'
 QY0566'STATION MARK--STANDARD USGS TABLET SET IN BEDROCK AND STAMPED
 QY0566'---W-JAQUES 1950---.
 QY0566'
 QY0566'REFERENCE MARKS--NONE.
 QY0566'
 QY0566'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0698 ***********************************************************************
 QX0698  DESIGNATION -  JEEP
 QX0698  PID         -  QX0698
 QX0698  STATE/COUNTY-  MT/PARK
 QX0698  USGS QUAD   -  PRAY (1988)
 QX0698
 QX0698                         *CURRENT SURVEY CONTROL
 QX0698  ___________________________________________________________________
 QX0698* NAD 83(1992)-  45 29 59.22775(N)    110 41 21.50854(W)     ADJUSTED  
 QX0698* NAVD 88     -      1977.40   (+/-2cm)    6487.5    (feet)  VERTCON   
 QX0698  ___________________________________________________________________
 QX0698  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 QX0698  GEOID HEIGHT-          -9.89  (meters)                     GEOID03
 QX0698
 QX0698  HORZ ORDER  -  THIRD
 QX0698  VERT ORDER  -  THIRD ? (See Below)
 QX0698
 QX0698.The horizontal coordinates were established by classical geodetic methods
 QX0698.and adjusted by the National Geodetic Survey in July 1992..
 QX0698
 QX0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0698.The vertical order pertains to the NGVD 29 superseded value.
 QX0698
 QX0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0698
 QX0698.The geoid height was determined by GEOID03.
 QX0698
 QX0698;                    North         East     Units Scale Factor Converg.
 QX0698;SPC MT       -   139,606.734   507,073.681   MT  0.99973678   -0 52 11.9
 QX0698;SPC MT       -   458,027.34  1,663,627.56   iFT  0.99973678   -0 52 11.9
 QX0698;UTM  12      - 5,038,519.613   524,273.468   MT  0.99960724   +0 13 17.8
 QX0698
 QX0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0698!SPC MT       -   0.99969163  x   0.99973678  =   0.99942849
 QX0698!UTM  12      -   0.99969163  x   0.99960724  =   0.99929899
 QX0698
 QX0698:                Primary Azimuth Mark                     Grid Az
 QX0698:SPC MT       -  EIGHT                                    212 13 51.5
 QX0698:UTM  12      -  EIGHT                                    211 08 21.8
 QX0698
 QX0698|---------------------------------------------------------------------|
 QX0698| PID    Reference Object                     Distance      Geod. Az  |
 QX0698|                                                           dddmmss.s |
 QX0698| QX0699 EIGHT                               APPROX. 7.3 KM 2112139.6 |
 QX0698|---------------------------------------------------------------------|
 QX0698
 QX0698                          SUPERSEDED SURVEY CONTROL
 QX0698
 QX0698  NAD 83(1986)-  45 29 59.22228(N)    110 41 21.50216(W) AD(       ) 3
 QX0698  NAD 27      -  45 29 59.45570(N)    110 41 18.73884(W) AD(       ) 3
 QX0698  NGVD 29 (07/19/86) 1976.19   (m)         6483.6    (f) LEVELING    3  
 QX0698
 QX0698.Superseded values are not recommended for survey control.
 QX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0698.See file dsdata.txt to determine how the superseded data were derived.
 QX0698
 QX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR2427338520(NAD 83)
 QX0698
 QX0698  HISTORY     - Date     Condition        Report By
 QX0698  HISTORY     - 1948     MONUMENTED       USGS
 QX0698  HISTORY     - 1951     GOOD             USGS
 QX0698
 QX0698                          STATION DESCRIPTION
 QX0698
 QX0698'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (IHG)
 QX0698'STATION LOCATED ABOUT 13.0 MI. (AIRLINE) S. OF LIVINGSTON, ON HIGH
 QX0698'POINT OF SW. SIDE OF GRASSY BUTTE WITH TIMBER ON SHARP BREAK OFF TO
 QX0698'W.
 QX0698'
 QX0698'TO REACH STATION FROM LIVINGSTON, GO 1 BLOCK N. ON SECOND STREET TO
 QX0698'PARK STREET AND U.S. HIGHWAYS 10 AND 89, THENCE LEFT (W.) ON U.S.
 QX0698'HIGHWAYS 10 AND 89 0.5 MI. TO HIGHWAY JUNCTION, THENCE S. ON U.S.
 QX0698'HIGHWAY 89 (TOWARD GARDINER) 4.2 MI. TO GRAVEL RD. AT TANGENT TO
 QX0698'HIGHWAY, THENCE RIGHT ON GRAVEL RD. 6.0 MI. TO Y-RD., THENCE 0.1 MI.
 QX0698'RIGHT TO RD. FORK, THENCE RIGHT ON TRAIL CREEK ROAD 3.2 MI. TO SADDLE
 QX0698'BETWEEN RIDGES (ABOUT 0.1 MI. E. OF TBM 5563.3), GO LEFT THROUGH GATE
 QX0698'0.05 MI. TO ANOTHER GATE, GO THROUGH GATE AND CONTINUE 1.1 MI. TO TOP
 QX0698'OF HILL, CONTINUE ALONG TOP OF HILL IN SW. DIRECTION 0.1 MI. TO FENCE
 QX0698'GATE, GO THROUGH GATE AND CONTINUE IN S. DIRECTION 1.2 MI. TO HIGH
 QX0698'POINT OF HILL WHICH IS TIMBERED ON W. SIDE AND STATION SITE.
 QX0698'
 QX0698'STATION MARK--STANDARD TABLET, STAMPED ---JEEP 1948---, IN ROCK
 QX0698'EXTENDING ABOUT 6 IN. ABOVE GROUND.
 QX0698'
 QX0698'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET IN ROCK, STAMPED
 QX0698'---JEEP NO. 1 1948---, 208.2 FT. FROM STATION, N 75 DEG 13 MIN W.
 QX0698'
 QX0698'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET WITH CHISELED ARROW
 QX0698'THROUGH CENTER, STAMPED ---JEEP REFERENCE MARK NO. 2 1948---, 31.3
 QX0698'FT. FROM STATION, N 10 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0410 ***********************************************************************
 SS0410  DESIGNATION -  JEFF
 SS0410  PID         -  SS0410
 SS0410  STATE/COUNTY-  MT/JUDITH BASIN
 SS0410  USGS QUAD   -  ARROW PEAK (1995)
 SS0410
 SS0410                         *CURRENT SURVEY CONTROL
 SS0410  ___________________________________________________________________
 SS0410* NAD 83(1992)-  47 23 54.86394(N)    110 34 27.46852(W)     ADJUSTED  
 SS0410* NAVD 88     -      1622.976  (meters)    5324.71   (feet)  ADJUSTED  
 SS0410  ___________________________________________________________________
 SS0410  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 SS0410  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0410  DYNAMIC HT  -        1622.742 (meters)    5323.95  (feet)  COMP
 SS0410  MODELED GRAV-     980,409.9   (mgal)                       NAVD 88
 SS0410
 SS0410  HORZ ORDER  -  THIRD
 SS0410  VERT ORDER  -  SECOND    CLASS 0
 SS0410
 SS0410.The horizontal coordinates were established by classical geodetic methods
 SS0410.and adjusted by the National Geodetic Survey in July 1992..
 SS0410
 SS0410.The orthometric height was determined by differential leveling
 SS0410.and adjusted by the National Geodetic Survey in June 1991..
 SS0410
 SS0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0410
 SS0410.The geoid height was determined by GEOID03.
 SS0410
 SS0410.The dynamic height is computed by dividing the NAVD 88
 SS0410.geopotential number by the normal gravity value computed on the
 SS0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0410.degrees latitude (g = 980.6199 gals.).
 SS0410
 SS0410.The modeled gravity was interpolated from observed gravity values.
 SS0410
 SS0410;                    North         East     Units Scale Factor Converg.
 SS0410;SPC MT       -   350,417.920   518,952.845   MT  0.99941529   -0 47 09.1
 SS0410;SPC MT       - 1,149,665.09  1,702,601.20   iFT  0.99941529   -0 47 09.1
 SS0410;UTM  12      - 5,249,545.506   532,122.840   MT  0.99961268   +0 18 48.1
 SS0410
 SS0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0410!SPC MT       -   0.99974770  x   0.99941529  =   0.99916314
 SS0410!UTM  12      -   0.99974770  x   0.99961268  =   0.99936048
 SS0410
 SS0410|---------------------------------------------------------------------|
 SS0410| PID    Reference Object                     Distance      Geod. Az  |
 SS0410|                                                           dddmmss.s |
 SS0410| SS0411 JEFF RM 1                            10.523 METERS 09059     |
 SS0410| SS0409 JEFF RM 2                             7.615 METERS 16950     |
 SS0410| SS1519 EVERLY                              APPROX. 0.8 KM 2573555.8 |
 SS0410|---------------------------------------------------------------------|
 SS0410
 SS0410                          SUPERSEDED SURVEY CONTROL
 SS0410
 SS0410  NAD 83(1986)-  47 23 54.86155(N)    110 34 27.45060(W) AD(       ) 3
 SS0410  NAD 27      -  47 23 54.99110(N)    110 34 24.67480(W) AD(       ) 3
 SS0410  NGVD 29 (??/??/92) 1622.008  (m)         5321.54   (f) ADJ UNCH    2 0
 SS0410
 SS0410.Superseded values are not recommended for survey control.
 SS0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0410.See file dsdata.txt to determine how the superseded data were derived.
 SS0410
 SS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT3212349546(NAD 83)
 SS0410_MARKER: DS = TRIANGULATION STATION DISK
 SS0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0410_STAMPING: JEFF 1961
 SS0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0410+STABILITY: SURFACE MOTION
 SS0410
 SS0410  HISTORY     - Date     Condition        Report By
 SS0410  HISTORY     - 1961     MONUMENTED       CGS
 SS0410  HISTORY     - 1961     GOOD             CGS
 SS0410
 SS0410                          STATION DESCRIPTION
 SS0410
 SS0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS0410'THE STATION IS LOCATED IN THE LEWIS AND CLARK NATIONAL FOREST,
 SS0410'ABOUT 12 MILES NORTHEAST OF RAYNESFORD, 11 MILES NORTHWEST
 SS0410'OF GEYSER, AND ON THE SOUTH SLOPE OF A SMALL, TIMBER COVERED
 SS0410'HILL.
 SS0410'
 SS0410'TO REACH THE STATION FROM THE POST OFFICE IN GEYSER, GO NORTH
 SS0410'FOR 1/2 BLOCK TO A CROSS STREET.  TURN RIGHT, EAST, AND FOLLOW
 SS0410'THE GRAVELED STREET FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT,
 SS0410'NORTH, AND FOLLOW THE GRAVELED ROAD NORTHERLY FOR 3.8 MILES TO A
 SS0410'Y-FORK.  TAKE THE LEFT FORK, FOLLOW THE GRAVELED ROAD WESTERLY,
 SS0410'FOR 3.5 MILES TO A T-ROAD TO THE RIGHT AND SIGN HIGHWOOD
 SS0410'STATION.  TURN RIGHT, NORTH, AS PER SIGN, AND FOLLOW THE
 SS0410'GRAVELED ROAD NORTHERLY, FOR 4.5 MILES TO A STOCK GUARD AND
 SS0410'THE LEWIS AND CLARK NATIONAL FOREST BOUNDRY.  CONTINUE AHEAD,
 SS0410'NORTH AND NORTHWEST, FOR 0.1 MILE TO THE STATION ON THE
 SS0410'RIGHT, NORTHEAST, SIDE OF THE ROAD.
 SS0410'
 SS0410'THE STATION MARK, STAMPED JEFF 1961, IS A STANDARD DISK SET
 SS0410'IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST THAT PROJECTS
 SS0410'3 INCHES.  IT IS 43 FEET NORTHEAST OF THE CENTER OF THE ROAD
 SS0410'AND 5.4 FEET NORTHEAST OF A WITNESS POST.
 SS0410'
 SS0410'REFERENCE MARK NO. 1, STAMPED JEFF NO 1 1961, IS A STANDARD
 SS0410'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 SS0410'INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION.  IT IS 62
 SS0410'FEET NORTHEAST OF THE CENTER OF THE ROAD AND 38.6 FEET EAST
 SS0410'OF THE WITNESS POST.
 SS0410'
 SS0410'REFERENCE MARK NO. 2, STAMPED JEFF NO 2 1961, IS A STANDARD
 SS0410'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 SS0410'INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS 23
 SS0410'FEET NORTHEAST OF THE CENTER OF THE ROAD AND 22.4 FEET SOUTH OF
 SS0410'THE WITNESS POST.
 SS0410'
 SS0410'IT IS 38.57 FEET BETWEEN THE REFERENCE MARKS.
 SS0410
 SS0410                          STATION RECOVERY (1961)
 SS0410
 SS0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SS0410'14.55 MI NW FROM GEYSER.
 SS0410'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0410'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0410'MILES WEST ALONG A DIRT ROAD, THENCE 4.45 MILES NORTH ALONG A DIRT
 SS0410'ROAD, IN SECTION 22, T 19 N, R 9 E, 0.2 MILE NORTH OF A SIGN WHICH
 SS0410'READS LEWIS AND CLARK NATIONAL FOREST, ABOUT 0.2 MILE NORTH-NORTHWEST
 SS0410'OF TRIANGULATION STATION B 10 J 1961, ABOUT 0.1 MILE NORTH OF A CATTLE
 SS0410'GUARD, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34.7 FEET WEST OF
 SS0410'JEFF R.M. 1, 25.6 FEET NORTHWEST OF JEFF R.M. 2, 5.7 FEET NORTHEAST OF
 SS0410'A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 SS0410'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0749 ***********************************************************************
 TJ0749  DESIGNATION -  JEFF
 TJ0749  PID         -  TJ0749
 TJ0749  STATE/COUNTY-  MT/VALLEY
 TJ0749  USGS QUAD   -  
 TJ0749
 TJ0749                         *CURRENT SURVEY CONTROL
 TJ0749  ___________________________________________________________________
 TJ0749* NAD 83(1992)-  49 01 21.93845(N)    106 09 51.84455(W)     ADJUSTED  
 TJ0749* NAVD 88     -       951.     (meters)    3120.     (feet)  SCALED    
 TJ0749  ___________________________________________________________________
 TJ0749  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 TJ0749  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TJ0749
 TJ0749  HORZ ORDER  -  THIRD
 TJ0749
 TJ0749.The horizontal coordinates were established by classical geodetic methods
 TJ0749.and adjusted by the National Geodetic Survey in July 1992..
 TJ0749
 TJ0749.The orthometric height was scaled from a topographic map.
 TJ0749
 TJ0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0749
 TJ0749.The geoid height was determined by GEOID03.
 TJ0749
 TJ0749;                    North         East     Units Scale Factor Converg.
 TJ0749;SPC MT       -   535,592.740   843,890.212   MT  1.00001409   +2 26 24.0
 TJ0749;SPC MT       - 1,757,194.03  2,768,668.67   iFT  1.00001409   +2 26 24.0
 TJ0749;UTM  13      - 5,430,639.081   414,872.379   MT  0.99968902   -0 52 44.9
 TJ0749
 TJ0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0749!SPC MT       -   0.99985375  x   1.00001409  =   0.99986784
 TJ0749!UTM  13      -   0.99985375  x   0.99968902  =   0.99954282
 TJ0749
 TJ0749:                Primary Azimuth Mark                     Grid Az
 TJ0749:SPC MT       -  KICK                                     087 04 48.7
 TJ0749:UTM  13      -  KICK                                     090 23 57.6
 TJ0749
 TJ0749|---------------------------------------------------------------------|
 TJ0749| PID    Reference Object                     Distance      Geod. Az  |
 TJ0749|                                                           dddmmss.s |
 TJ0749| TJ0750 KICK                                APPROX. 3.2 KM 0893112.7 |
 TJ0749|---------------------------------------------------------------------|
 TJ0749
 TJ0749                          SUPERSEDED SURVEY CONTROL
 TJ0749
 TJ0749  NAD 83(1986)-  49 01 21.93905(N)    106 09 51.84473(W) AD(       ) 3
 TJ0749
 TJ0749.Superseded values are not recommended for survey control.
 TJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0749.See file dsdata.txt to determine how the superseded data were derived.
 TJ0749
 TJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ1487230639(NAD 83)
 TJ0749_MARKER: DD = SURVEY DISK
 TJ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0749+STABILITY: SURFACE MOTION
 TJ0749
 TJ0749  HISTORY     - Date     Condition        Report By
 TJ0749  HISTORY     - 1910     MONUMENTED       IBC
 TJ0749
 TJ0749                          STATION DESCRIPTION
 TJ0749
 TJ0749'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0749'ABOUT 1-3/4 MILES NORTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 515
 TJ0749'AND 1-1/4 MILES IN THE SAME DIRECTION FROM COAL CREEK.  THE STATION
 TJ0749'IS ON THE PLATEAU BETWEEN COAL AND LOST CHILD CREEKS.
 TJ0749'
 TJ0749'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TJ0749'CONCRETE PIER NEARLY FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0411 ***********************************************************************
 SS0411  DESIGNATION -  JEFF RM 1
 SS0411  PID         -  SS0411
 SS0411  STATE/COUNTY-  MT/JUDITH BASIN
 SS0411  USGS QUAD   -  ARROW PEAK (1995)
 SS0411
 SS0411                         *CURRENT SURVEY CONTROL
 SS0411  ___________________________________________________________________
 SS0411* NAD 83(1986)-  47 23 54.     (N)    110 34 27.     (W)     SCALED    
 SS0411* NAVD 88     -      1621.943  (meters)    5321.32   (feet)  ADJUSTED  
 SS0411  ___________________________________________________________________
 SS0411  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0411  DYNAMIC HT  -        1621.710 (meters)    5320.56  (feet)  COMP
 SS0411  MODELED GRAV-     980,410.3   (mgal)                       NAVD 88
 SS0411
 SS0411  VERT ORDER  -  SECOND    CLASS 0
 SS0411
 SS0411.The horizontal coordinates were scaled from a topographic map and have
 SS0411.an estimated accuracy of +/- 6 seconds.
 SS0411
 SS0411.The orthometric height was determined by differential leveling
 SS0411.and adjusted by the National Geodetic Survey in June 1991..
 SS0411
 SS0411.The geoid height was determined by GEOID03.
 SS0411
 SS0411.The dynamic height is computed by dividing the NAVD 88
 SS0411.geopotential number by the normal gravity value computed on the
 SS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0411.degrees latitude (g = 980.6199 gals.).
 SS0411
 SS0411.The modeled gravity was interpolated from observed gravity values.
 SS0411
 SS0411;                    North         East    Units  Estimated Accuracy
 SS0411;SPC MT       -   350,390.      518,960.      MT  (+/- 180 meters Scaled)
 SS0411
 SS0411                          SUPERSEDED SURVEY CONTROL
 SS0411
 SS0411  NGVD 29 (??/??/92) 1620.976  (m)         5318.15   (f) ADJ UNCH    2 0
 SS0411
 SS0411.Superseded values are not recommended for survey control.
 SS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0411.See file dsdata.txt to determine how the superseded data were derived.
 SS0411
 SS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321495(NAD 83)
 SS0411_MARKER: DR = REFERENCE MARK DISK
 SS0411_SETTING: 66 = SET IN ROCK OUTCROP
 SS0411_SP_SET: ROCK
 SS0411_STAMPING: JEFF NO 1 1961
 SS0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0411+STABILITY: POSITION/ELEVATION WELL
 SS0411
 SS0411  HISTORY     - Date     Condition        Report By
 SS0411  HISTORY     - 1961     MONUMENTED       CGS
 SS0411
 SS0411                          STATION DESCRIPTION
 SS0411
 SS0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0411'14.55 MI NW FROM GEYSER.
 SS0411'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0411'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0411'MILES WEST ALONG A DIRT ROAD, THENCE 4.45 MILES NORTH ALONG A DIRT
 SS0411'ROAD, IN SECTION 22, T 19 N, R 9 E, 62 FEET NORTH OF THE CENTER LINE
 SS0411'OF THE ROAD, SET IN THE TOP OF A ROCK WHICH PROJECTS 12 INCHES, 34.7
 SS0411'FEET EAST OF JEFF 1961, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0409 ***********************************************************************
 SS0409  DESIGNATION -  JEFF RM 2
 SS0409  PID         -  SS0409
 SS0409  STATE/COUNTY-  MT/JUDITH BASIN
 SS0409  USGS QUAD   -  ARROW PEAK (1995)
 SS0409
 SS0409                         *CURRENT SURVEY CONTROL
 SS0409  ___________________________________________________________________
 SS0409* NAD 83(1986)-  47 23 54.     (N)    110 34 27.     (W)     SCALED    
 SS0409* NAVD 88     -      1621.280  (meters)    5319.15   (feet)  ADJUSTED  
 SS0409  ___________________________________________________________________
 SS0409  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 SS0409  DYNAMIC HT  -        1621.047 (meters)    5318.39  (feet)  COMP
 SS0409  MODELED GRAV-     980,410.3   (mgal)                       NAVD 88
 SS0409
 SS0409  VERT ORDER  -  SECOND    CLASS 0
 SS0409
 SS0409.The horizontal coordinates were scaled from a topographic map and have
 SS0409.an estimated accuracy of +/- 6 seconds.
 SS0409
 SS0409.The orthometric height was determined by differential leveling
 SS0409.and adjusted by the National Geodetic Survey in June 1991..
 SS0409
 SS0409.The geoid height was determined by GEOID03.
 SS0409
 SS0409.The dynamic height is computed by dividing the NAVD 88
 SS0409.geopotential number by the normal gravity value computed on the
 SS0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0409.degrees latitude (g = 980.6199 gals.).
 SS0409
 SS0409.The modeled gravity was interpolated from observed gravity values.
 SS0409
 SS0409;                    North         East    Units  Estimated Accuracy
 SS0409;SPC MT       -   350,390.      518,960.      MT  (+/- 180 meters Scaled)
 SS0409
 SS0409                          SUPERSEDED SURVEY CONTROL
 SS0409
 SS0409  NGVD 29 (??/??/92) 1620.312  (m)         5315.97   (f) ADJ UNCH    2 0
 SS0409
 SS0409.Superseded values are not recommended for survey control.
 SS0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0409.See file dsdata.txt to determine how the superseded data were derived.
 SS0409
 SS0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT321495(NAD 83)
 SS0409_MARKER: DR = REFERENCE MARK DISK
 SS0409_SETTING: 66 = SET IN ROCK OUTCROP
 SS0409_SP_SET: ROCK
 SS0409_STAMPING: JEFF NO 2 1961
 SS0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0409+STABILITY: POSITION/ELEVATION WELL
 SS0409
 SS0409  HISTORY     - Date     Condition        Report By
 SS0409  HISTORY     - 1961     MONUMENTED       CGS
 SS0409
 SS0409                          STATION DESCRIPTION
 SS0409
 SS0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0409'14.55 MI NW FROM GEYSER.
 SS0409'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0409'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0409'MILES WEST ALONG A DIRT ROAD, THENCE 4.45 MILES NORTH ALONG A DIRT
 SS0409'ROAD, IN SECTION 22, T 19 N, R 9 E, 24 FEET NORTH OF THE CENTER LINE
 SS0409'OF THE ROAD, SET IN THE TOP OF A ROCK WHICH IS FLUSH WITH THE GROUND,
 SS0409'25.6 FEET SOUTHEAST OF JEFF 1961, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 SS0409'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0492 ***********************************************************************
 QY0492  DESIGNATION -  JEFFERSON
 QY0492  PID         -  QY0492
 QY0492  STATE/COUNTY-  MT/MADISON
 QY0492  USGS QUAD   -  NOBLE PEAK (1989)
 QY0492
 QY0492                         *CURRENT SURVEY CONTROL
 QY0492  ___________________________________________________________________
 QY0492* NAD 83(1992)-  45 36 10.28594(N)    112 00 24.46126(W)     ADJUSTED  
 QY0492* NAVD 88     -      3206.0    (meters)   10518.     (feet)  VERTCON   
 QY0492  ___________________________________________________________________
 QY0492  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 QY0492  GEOID HEIGHT-         -10.56  (meters)                     GEOID03
 QY0492
 QY0492  HORZ ORDER  -  FIRST
 QY0492
 QY0492.The horizontal coordinates were established by classical geodetic methods
 QY0492.and adjusted by the National Geodetic Survey in July 1992..
 QY0492
 QY0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0492
 QY0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0492
 QY0492.The geoid height was determined by GEOID03.
 QY0492
 QY0492;                    North         East     Units Scale Factor Converg.
 QY0492;SPC MT       -   153,481.926   404,524.505   MT  0.99969166   -1 50 01.4
 QY0492;SPC MT       -   503,549.63  1,327,180.13   iFT  0.99969166   -1 50 01.4
 QY0492;UTM  12      - 5,050,416.652   421,485.768   MT  0.99967579   -0 43 09.8
 QY0492
 QY0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0492!SPC MT       -   0.99949928  x   0.99969166  =   0.99919110
 QY0492!UTM  12      -   0.99949928  x   0.99967579  =   0.99917523
 QY0492
 QY0492:                Primary Azimuth Mark                     Grid Az
 QY0492:SPC MT       -  GLO POST 19                              054 34 59.3
 QY0492:UTM  12      -  GLO POST 19                              053 28 07.7
 QY0492
 QY0492|---------------------------------------------------------------------|
 QY0492| PID    Reference Object                     Distance      Geod. Az  |
 QY0492|                                                           dddmmss.s |
 QY0492| QX0641 GLO POST 19                         APPROX.33.9 KM 0524457.9 |
 QY0492| CN4640 JEFFERSON RM 1                        6.205 METERS 14246     |
 QY0492| CN4641 JEFFERSON RM 2                        5.428 METERS 22616     |
 QY0492|---------------------------------------------------------------------|
 QY0492
 QY0492                          SUPERSEDED SURVEY CONTROL
 QY0492
 QY0492  NAD 83(1986)-  45 36 10.28769(N)    112 00 24.45469(W) AD(       ) 1
 QY0492  NAD 27      -  45 36 10.55600(N)    112 00 21.50300(W) AD(       ) 1
 QY0492  NGVD 29 (07/19/86) 3204.5    (m)        10513.     (f) VERT ANG       
 QY0492
 QY0492.Superseded values are not recommended for survey control.
 QY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0492.See file dsdata.txt to determine how the superseded data were derived.
 QY0492
 QY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR2148650417(NAD 83)
 QY0492_MARKER: Z = SEE DESCRIPTION
 QY0492_SETTING: 0 = UNSPECIFIED SETTING
 QY0492
 QY0492  HISTORY     - Date     Condition        Report By
 QY0492  HISTORY     - 1922     MONUMENTED       CGS
 QY0492  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QY0492
 QY0492                          STATION DESCRIPTION
 QY0492
 QY0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 QY0492'STATION IS ON THE SOUTHERNMOST AND LOWER SUMMIT OF THE MOUNTAIN
 QY0492'LOCALLY KNOWN AS HOLLOW TOP, A PROMINENT DOUBLE-PEAKED MOUNTAIN
 QY0492'OF THE TOBACCO ROOT RANGE ABOUT 6 MILES AIR LINE SW OF PONY.
 QY0492'FROM PONY THE MOUNTAIN CAN BE SEEN IN LINE WITH THE MAIN
 QY0492'STREET.  THE LEFT SUMMIT, THUS SEEN, IS THE STATION AND IS
 QY0492'ABOUT 1/2 MILE S OF THE MAIN SUMMIT.
 QY0492'
 QY0492'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN DRILL HOLE
 QY0492'IN OUTCROPPING BEDROCK.
 QY0492'
 QY0492'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 QY0492'IN BOULDERS.
 QY0492'
 QY0492'FROM PONY, THE FOOT OF THE MOUNTAIN CAN BE REACHED WITH PACK
 QY0492'ANIMALS BY FOLLOWING THE TRAIL UP NORTH WILLOW CREEK TO THE
 QY0492'UPPER LAKE.  FROM THERE THE STATION CAN BE REACHED BY BACK
 QY0492'PACKING.
 QY0492'
 QY0492'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.090 METERS.
 QY0492
 QY0492                          STATION RECOVERY (1956)
 QY0492
 QY0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0492'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS PREVIOUSLY
 QY0492'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 QY0492'MARK 2 WAS NOT FOUND.  A STANDARD UNITED STATES GEOLOGICAL
 QY0492'SURVEY BRONZE DISK, STAMPED JEFFERSON REF. NO 2 1948 WAS
 QY0492'APPARENTLY SET IN THE DRILL HOLE ONCE OCCUPIED BY THE ORIGINAL
 QY0492'REFERENCE MARK.  EXCEPT FOR THE AFORESAID THE ORIGINAL
 QY0492'DESCRIPTION IS CORRECT AND ADEQUATE.
 QY0492'
 QY0492'REFERENCE MARKS WERE TOO CLOSE FOR FOCUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0950 ***********************************************************************
 SU0950  DESIGNATION -  JETTE
 SU0950  PID         -  SU0950
 SU0950  STATE/COUNTY-  MT/LAKE
 SU0950  USGS QUAD   -  ELMO (1964)
 SU0950
 SU0950                         *CURRENT SURVEY CONTROL
 SU0950  ___________________________________________________________________
 SU0950* NAD 83(1992)-  47 46 24.78591(N)    114 16 07.57527(W)     ADJUSTED  
 SU0950* NAVD 88     -      1571.     (meters)    5154.     (feet)  SCALED    
 SU0950  ___________________________________________________________________
 SU0950  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 SU0950  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 SU0950
 SU0950  HORZ ORDER  -  FIRST
 SU0950
 SU0950.The horizontal coordinates were established by classical geodetic methods
 SU0950.and adjusted by the National Geodetic Survey in July 1992..
 SU0950
 SU0950.The orthometric height was scaled from a topographic map.
 SU0950
 SU0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0950
 SU0950.The geoid height was determined by GEOID03.
 SU0950
 SU0950;                    North         East     Units Scale Factor Converg.
 SU0950;SPC MT       -   402,401.568   242,980.409   MT  0.99948092   -3 29 18.2
 SU0950;SPC MT       - 1,320,215.12    797,179.82   iFT  0.99948092   -3 29 18.2
 SU0950;UTM  11      - 5,294,744.635   704,619.993   MT  1.00011453   +2 01 23.4
 SU0950
 SU0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0950!SPC MT       -   0.99975625  x   0.99948092  =   0.99923730
 SU0950!UTM  11      -   0.99975625  x   1.00011453  =   0.99987075
 SU0950
 SU0950:                Primary Azimuth Mark                     Grid Az
 SU0950:SPC MT       -  ARM                                      102 54 11.6
 SU0950:UTM  11      -  ARM                                      097 23 30.0
 SU0950
 SU0950|---------------------------------------------------------------------|
 SU0950| PID    Reference Object                     Distance      Geod. Az  |
 SU0950|                                                           dddmmss.s |
 SU0950| SU0939 ARM                                 APPROX. 4.5 KM 0992453.4 |
 SU0950| CH6831 JETTE RM 1                           27.391 METERS 28510     |
 SU0950| CH6832 JETTE RM 2                           17.681 METERS 33251     |
 SU0950| SU0949 BIG ARM LOOKOUT                      21.472 METERS 34129     |
 SU0950|---------------------------------------------------------------------|
 SU0950
 SU0950                          SUPERSEDED SURVEY CONTROL
 SU0950
 SU0950  NAD 83(1986)-  47 46 24.79765(N)    114 16 07.56331(W) AD(       ) 1
 SU0950  NAD 27      -  47 46 25.01233(N)    114 16 04.12182(W) AD(       ) 1
 SU0950
 SU0950.Superseded values are not recommended for survey control.
 SU0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0950.See file dsdata.txt to determine how the superseded data were derived.
 SU0950
 SU0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN0462094745(NAD 83)
 SU0950_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0950
 SU0950  HISTORY     - Date     Condition        Report By
 SU0950  HISTORY     - 1939     MONUMENTED       CGS
 SU0950  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SU0950  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SU0950  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SU0950
 SU0950                          STATION DESCRIPTION
 SU0950
 SU0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 SU0950'STATION IS ABOUT 7.5 MILES NW OF POLSON, 1.5 MILES SE OF BIG
 SU0950'ARM, AIR LINE DISTANCES, ON CENTER AND HIGHEST OF THREE
 SU0950'PARTIALLY WOODED HILLS, ON SAME HILL AND NEAR BIG ARM LOOKOUT.
 SU0950'
 SU0950'STATION MARK IS 21.47 METERS SSE OF CENTER OF LOOKOUT TOWER,
 SU0950'AND HIGHEST POINT OF HILL, STAMPED JETTE 1939, PROJECTS 10
 SU0950'INCHES.
 SU0950'
 SU0950'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD
 SU0950'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A
 SU0950'AND 11A.
 SU0950'
 SU0950'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN ROCK
 SU0950'OUTCROP WHICH IS ABOUT 15 FEET LONG, AND RUNS N-S, W OF AND
 SU0950'ON A PROLONGATION OF THE LINE OF THE TWO SE SUPPORTS OF THE
 SU0950'LOOKOUT TOWER, SLIGHTLY HIGHER THAN STATION, STAMPED JETTE
 SU0950'R.M. NO. 1, 1939.  OUTCROP PROJECTS 18 INCHES.
 SU0950'
 SU0950'REFERENCE MARK NO. 2 IS IN SE CORNER OF CONCRETE FOUNDATION
 SU0950'BLOCK FOR SW CORNER SUPPORT OF LOOKOUT TOWER, LEVEL WITH
 SU0950'STATION, PROJECTS 10 INCHES STAMPED JETTE NO. 2, 1939.
 SU0950'
 SU0950'STATION ARM IS DESIGNATED AS THE AZIMUTH.
 SU0950'
 SU0950'BAROMETRIC ELEVATION OF STATION, 4000 FEET, BAROMETER NO. 1.
 SU0950
 SU0950                          STATION RECOVERY (1940)
 SU0950
 SU0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU0950'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 SU0950'
 SU0950'STATION MARK IS 70.2 FEET S OF THE CENTER OF THE BIG ARM
 SU0950'LOOKOUT TOWER, ON HIGHEST PART OF HILL.
 SU0950'
 SU0950'REFERENCE MARK NO. 1 IS ABOUT 2.0 FEET HIGHER THAN THE STATION,
 SU0950'AND 19.5 FEET W OF A 10-INCH FIR TREE.
 SU0950'
 SU0950'REFERENCE MARK NO. 2 IS ABOUT 2.0 FEET HIGHER THAN THE
 SU0950'STATION, AND 15.5 FEET SW OF THE CENTER OF LOOKOUT TOWER.
 SU0950'
 SU0950'STATION IS REACHED AS FOLLOWS--FROM POLSON AT THE E END OF
 SU0950'BRIDGE OVER THE FLATHEAD RIVER GO W AND N ON U.S. HIGHWAY 93.
 SU0950'6.8 MILES TO A DIRT ROAD ON THE LEFT.  TURN LEFT ON DIRT ROAD
 SU0950'AND GO UPHILL 0.15 MILE TO A FORK.  TAKE LEFT FORK AND GO 4.25
 SU0950'MILES TO TOP OF HILL AND STATION.
 SU0950'
 SU0950'DIRECTIONS AND DISTANCES, 1940 MEASUREMENTS, WERE CHECKED AND
 SU0950'ARE CORRECT.
 SU0950
 SU0950                          STATION RECOVERY (1956)
 SU0950
 SU0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SU0950'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 SU0950'GOOD CONDITION AS DESCRIBED.
 SU0950'
 SU0950'JETTE LAKE LOOKOUT TOWER, DESCRIBED AS BIG ARM LOOKOUT TOWER, WAS
 SU0950'ALSO RECOVERED.
 SU0950
 SU0950                          STATION RECOVERY (1961)
 SU0950
 SU0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 SU0950'STATION AND MARKS WERE FOUND AS DESCRIBED.  A NEW TO REACH
 SU0950'FOLLOWS.
 SU0950'
 SU0950'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 SU0950'FLATHEAD RIVER WEST OF POLSON, GO WEST ON U.S. HIGHWAY NO. 93
 SU0950'FOR 6.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST
 SU0950'ON A TRACK ROAD 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 SU0950'CONTINUE NORTHWEST ON THE TRACK ROAD FOR 0.15 MILES TO A POINT
 SU0950'WHERE THREE ROADS INTERSECT.  TAKE THE CENTER AND MAIN ROAD
 SU0950'NORTHWEST FOR 4.25 MILES TO THE TOP OF THE MOUNTAIN AND THE
 SU0950'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0124 ***********************************************************************
 QX0124  DESIGNATION -  JF 1
 QX0124  PID         -  QX0124
 QX0124  STATE/COUNTY-  MT/GALLATIN
 QX0124  USGS QUAD   -  KELLY CREEK (1987)
 QX0124
 QX0124                         *CURRENT SURVEY CONTROL
 QX0124  ___________________________________________________________________
 QX0124* NAD 83(1986)-  45 38 29.     (N)    110 55 16.     (W)     SCALED    
 QX0124* NAVD 88     -      1550.772  (meters)    5087.82   (feet)  ADJUSTED  
 QX0124  ___________________________________________________________________
 QX0124  GEOID HEIGHT-         -10.51  (meters)                     GEOID03
 QX0124  DYNAMIC HT  -        1550.193 (meters)    5085.92  (feet)  COMP
 QX0124  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 QX0124
 QX0124  VERT ORDER  -  FIRST     CLASS II
 QX0124
 QX0124.The horizontal coordinates were scaled from a topographic map and have
 QX0124.an estimated accuracy of +/- 6 seconds.
 QX0124
 QX0124.The orthometric height was determined by differential leveling
 QX0124.and adjusted by the National Geodetic Survey in June 1991..
 QX0124
 QX0124.The geoid height was determined by GEOID03.
 QX0124
 QX0124.The dynamic height is computed by dividing the NAVD 88
 QX0124.geopotential number by the normal gravity value computed on the
 QX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0124.degrees latitude (g = 980.6199 gals.).
 QX0124
 QX0124.The modeled gravity was interpolated from observed gravity values.
 QX0124
 QX0124;                    North         East    Units  Estimated Accuracy
 QX0124;SPC MT       -   155,640.      489,250.      MT  (+/- 180 meters Scaled)
 QX0124
 QX0124                          SUPERSEDED SURVEY CONTROL
 QX0124
 QX0124  NGVD 29 (??/??/92) 1549.536  (m)         5083.77   (f) ADJ UNCH    1 2
 QX0124
 QX0124.Superseded values are not recommended for survey control.
 QX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0124.See file dsdata.txt to determine how the superseded data were derived.
 QX0124
 QX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR061542(NAD 83)
 QX0124_MARKER: DD = SURVEY DISK
 QX0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QX0124_SP_SET: PIER
 QX0124_STAMPING: J F 1 1948 5084
 QX0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0124
 QX0124  HISTORY     - Date     Condition        Report By
 QX0124  HISTORY     - 1948     MONUMENTED       USGS
 QX0124  HISTORY     - 1958     GOOD             NGS
 QX0124  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0124
 QX0124                          STATION DESCRIPTION
 QX0124
 QX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0124'6.3 MI SE FROM BOZEMAN.
 QX0124'ABOUT 6.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0124'STATION AT BOZEMAN, IN SECTION 24, T 2 S, R 6 E, 1 1/2 POLES NORTHWEST
 QX0124'OF BRIDGE NUMBER 134, AT THE U. S. HIGHWAY 10 OVERPASS, SET VERTICALLY
 QX0124'IN THE SOUTH FACE OF THE WEST END OF THE NORTH PIER OF THE OVERPASS, 1
 QX0124'1/2 FEET EAST OF THE WEST END OF THE PIER, 10 1/2 FEET NORTH OF THE
 QX0124'NORTHRAIL, AND ABOUT 5 FEET ABOVE THE GROUND.
 QX0124
 QX0124                          STATION RECOVERY (1982)
 QX0124
 QX0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0124'THE OVERPASS HAS BEEN REMOVED AND THE MARK SHOULD BE CONSIDERED
 QX0124'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1231 ***********************************************************************
 SS1231  DESIGNATION -  JF 1
 SS1231  PID         -  SS1231
 SS1231  STATE/COUNTY-  MT/CASCADE
 SS1231  USGS QUAD   -  FORT SHAW (1983)
 SS1231
 SS1231                         *CURRENT SURVEY CONTROL
 SS1231  ___________________________________________________________________
 SS1231* NAD 83(1986)-  47 31 03.     (N)    111 45 07.     (W)     SCALED    
 SS1231* NAVD 88     -      1054.265  (meters)    3458.87   (feet)  ADJUSTED  
 SS1231  ___________________________________________________________________
 SS1231  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SS1231  DYNAMIC HT  -        1054.187 (meters)    3458.61  (feet)  COMP
 SS1231  MODELED GRAV-     980,502.8   (mgal)                       NAVD 88
 SS1231
 SS1231  VERT ORDER  -  SECOND    CLASS 0
 SS1231
 SS1231.The horizontal coordinates were scaled from a topographic map and have
 SS1231.an estimated accuracy of +/- 6 seconds.
 SS1231
 SS1231.The orthometric height was determined by differential leveling
 SS1231.and adjusted by the National Geodetic Survey in June 1991..
 SS1231
 SS1231.The geoid height was determined by GEOID03.
 SS1231
 SS1231.The dynamic height is computed by dividing the NAVD 88
 SS1231.geopotential number by the normal gravity value computed on the
 SS1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1231.degrees latitude (g = 980.6199 gals.).
 SS1231
 SS1231.The modeled gravity was interpolated from observed gravity values.
 SS1231
 SS1231;                    North         East    Units  Estimated Accuracy
 SS1231;SPC MT       -   365,510.      430,510.      MT  (+/- 180 meters Scaled)
 SS1231
 SS1231                          SUPERSEDED SURVEY CONTROL
 SS1231
 SS1231  NGVD 29 (??/??/92) 1053.333  (m)         3455.81   (f) ADJ UNCH    2 0
 SS1231
 SS1231.Superseded values are not recommended for survey control.
 SS1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1231.See file dsdata.txt to determine how the superseded data were derived.
 SS1231
 SS1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT433629(NAD 83)
 SS1231_MARKER: DD = SURVEY DISK
 SS1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1231_STAMPING: JF 1 1947 3456
 SS1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1231+STABILITY: SURFACE MOTION
 SS1231
 SS1231  HISTORY     - Date     Condition        Report By
 SS1231  HISTORY     - 1947     MONUMENTED       USGS
 SS1231  HISTORY     - 1961     GOOD             NGS
 SS1231
 SS1231                          STATION DESCRIPTION
 SS1231
 SS1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1231'1.85 MI SW FROM SUN RIVER.
 SS1231'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 SS1231'SUN RIVER, AT THE INTERSECTION OF A GRAVEL ROAD, 61 FEET SOUTHWEST OF
 SS1231'THE CENTER OF THE INTERSECTION, 28 FEET SOUTH OF THE CENTER LINE OF
 SS1231'THE HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD
 SS1231'LEADING SOUTH, 55 FEET NORTH OF THE NORTH RAIL OF THE GREAT NORTHERN
 SS1231'RAILWAY, 4 1/2 FEET SOUTHWEST OF POWER LINE POLE B-54, 1 1/2 FEET EAST
 SS1231'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 SS1231'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0129 ***********************************************************************
 QX0129  DESIGNATION -  JF 2
 QX0129  PID         -  QX0129
 QX0129  STATE/COUNTY-  MT/GALLATIN
 QX0129  USGS QUAD   -  KELLY CREEK (1987)
 QX0129
 QX0129                         *CURRENT SURVEY CONTROL
 QX0129  ___________________________________________________________________
 QX0129* NAD 83(1986)-  45 38 44.     (N)    110 52 37.     (W)     SCALED    
 QX0129* NAVD 88     -      1611.726  (meters)    5287.80   (feet)  ADJUSTED  
 QX0129  ___________________________________________________________________
 QX0129  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 QX0129  DYNAMIC HT  -        1611.112 (meters)    5285.79  (feet)  COMP
 QX0129  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 QX0129
 QX0129  VERT ORDER  -  FIRST     CLASS II
 QX0129
 QX0129.The horizontal coordinates were scaled from a topographic map and have
 QX0129.an estimated accuracy of +/- 6 seconds.
 QX0129
 QX0129.The orthometric height was determined by differential leveling
 QX0129.and adjusted by the National Geodetic Survey in June 1991..
 QX0129
 QX0129.The geoid height was determined by GEOID03.
 QX0129
 QX0129.The dynamic height is computed by dividing the NAVD 88
 QX0129.geopotential number by the normal gravity value computed on the
 QX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0129.degrees latitude (g = 980.6199 gals.).
 QX0129
 QX0129.The modeled gravity was interpolated from observed gravity values.
 QX0129
 QX0129;                    North         East    Units  Estimated Accuracy
 QX0129;SPC MT       -   156,040.      492,700.      MT  (+/- 180 meters Scaled)
 QX0129
 QX0129                          SUPERSEDED SURVEY CONTROL
 QX0129
 QX0129  NGVD 29 (??/??/92) 1610.469  (m)         5283.68   (f) ADJ UNCH    1 2
 QX0129
 QX0129.Superseded values are not recommended for survey control.
 QX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0129.See file dsdata.txt to determine how the superseded data were derived.
 QX0129
 QX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR095546(NAD 83)
 QX0129_MARKER: DD = SURVEY DISK
 QX0129_SETTING: 66 = SET IN ROCK OUTCROP
 QX0129_SP_SET: ROCK LEDGE
 QX0129_STAMPING: J F 2 1948 5284
 QX0129_MARK LOGO: USGS  
 QX0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0129+STABILITY: POSITION/ELEVATION WELL
 QX0129
 QX0129  HISTORY     - Date     Condition        Report By
 QX0129  HISTORY     - 1948     MONUMENTED       USGS
 QX0129  HISTORY     - 1958     GOOD             NGS
 QX0129  HISTORY     - 1982     GOOD             NGS
 QX0129
 QX0129                          STATION DESCRIPTION
 QX0129
 QX0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0129'8.75 MI SE FROM BOZEMAN.
 QX0129'ABOUT 8.75 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0129'STATION AT BOZEMAN, IN SECTION 21, T 2 S, R 7 E, 12 POLES NORTHEAST OF
 QX0129'MILEPOST 132, IN THE TOP OF A ROCK LEDGE, 112 FEET SOUTHEAST OF THE
 QX0129'SOUTHEAST RAIL, 71 FEET EAST OF THE SOUTHEAST CORNER OF A BRIDGE ON
 QX0129'TRAIL CREEK ROAD OVER ROCKY CREEK, 25 FEET SOUTHEAST OF THE CENTER
 QX0129'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE TRACK AND ROAD.
 QX0129
 QX0129                          STATION RECOVERY (1982)
 QX0129
 QX0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1229 ***********************************************************************
 SS1229  DESIGNATION -  JF 2
 SS1229  PID         -  SS1229
 SS1229  STATE/COUNTY-  MT/CASCADE
 SS1229  USGS QUAD   -  FORT SHAW (1983)
 SS1229
 SS1229                         *CURRENT SURVEY CONTROL
 SS1229  ___________________________________________________________________
 SS1229* NAD 83(1986)-  47 30 45.     (N)    111 47 38.     (W)     SCALED    
 SS1229* NAVD 88     -      1062.090  (meters)    3484.54   (feet)  ADJUSTED  
 SS1229  ___________________________________________________________________
 SS1229  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 SS1229  DYNAMIC HT  -        1062.010 (meters)    3484.28  (feet)  COMP
 SS1229  MODELED GRAV-     980,500.8   (mgal)                       NAVD 88
 SS1229
 SS1229  VERT ORDER  -  SECOND    CLASS 0
 SS1229
 SS1229.The horizontal coordinates were scaled from a topographic map and have
 SS1229.an estimated accuracy of +/- 6 seconds.
 SS1229
 SS1229.The orthometric height was determined by differential leveling
 SS1229.and adjusted by the National Geodetic Survey in June 1991..
 SS1229
 SS1229.The geoid height was determined by GEOID03.
 SS1229
 SS1229.The dynamic height is computed by dividing the NAVD 88
 SS1229.geopotential number by the normal gravity value computed on the
 SS1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1229.degrees latitude (g = 980.6199 gals.).
 SS1229
 SS1229.The modeled gravity was interpolated from observed gravity values.
 SS1229
 SS1229;                    North         East    Units  Estimated Accuracy
 SS1229;SPC MT       -   365,050.      427,330.      MT  (+/- 180 meters Scaled)
 SS1229
 SS1229                          SUPERSEDED SURVEY CONTROL
 SS1229
 SS1229  NGVD 29 (??/??/92) 1061.157  (m)         3481.48   (f) ADJ UNCH    2 0
 SS1229
 SS1229.Superseded values are not recommended for survey control.
 SS1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1229.See file dsdata.txt to determine how the superseded data were derived.
 SS1229
 SS1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT402624(NAD 83)
 SS1229_MARKER: DD = SURVEY DISK
 SS1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1229_STAMPING: JF 2 1947 3481
 SS1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1229+STABILITY: SURFACE MOTION
 SS1229
 SS1229  HISTORY     - Date     Condition        Report By
 SS1229  HISTORY     - 1947     MONUMENTED       USGS
 SS1229  HISTORY     - 1961     GOOD             NGS
 SS1229
 SS1229                          STATION DESCRIPTION
 SS1229
 SS1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1229'3.85 MI SW FROM SUN RIVER.
 SS1229'3.85 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 SS1229'SUN RIVER, AT THE INTERSECTION OF A NORTH-SOUTH ROAD, 28 FEET NORTH OF
 SS1229'THE CENTER LINE OF THE HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF THE
 SS1229'ROAD, 56 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 13 FEET
 SS1229'EAST OF THE SOUTH ONE OF 2 POWER LINE POLES, 1.5 FEET SOUTH OF A
 SS1229'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SS1229'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1042 ***********************************************************************
 SS1042  DESIGNATION -  JF 3
 SS1042  PID         -  SS1042
 SS1042  STATE/COUNTY-  MT/CASCADE
 SS1042  USGS QUAD   -  FORT SHAW (1983)
 SS1042
 SS1042                         *CURRENT SURVEY CONTROL
 SS1042  ___________________________________________________________________
 SS1042* NAD 83(1986)-  47 30 10.     (N)    111 48 54.     (W)     SCALED    
 SS1042* NAVD 88     -      1073.230  (meters)    3521.09   (feet)  ADJUSTED  
 SS1042  ___________________________________________________________________
 SS1042  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 SS1042  DYNAMIC HT  -        1073.150 (meters)    3520.83  (feet)  COMP
 SS1042  MODELED GRAV-     980,501.0   (mgal)                       NAVD 88
 SS1042
 SS1042  VERT ORDER  -  SECOND    CLASS 0
 SS1042
 SS1042.The horizontal coordinates were scaled from a topographic map and have
 SS1042.an estimated accuracy of +/- 6 seconds.
 SS1042
 SS1042.The orthometric height was determined by differential leveling
 SS1042.and adjusted by the National Geodetic Survey in June 1991..
 SS1042
 SS1042.The geoid height was determined by GEOID03.
 SS1042
 SS1042.The dynamic height is computed by dividing the NAVD 88
 SS1042.geopotential number by the normal gravity value computed on the
 SS1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1042.degrees latitude (g = 980.6199 gals.).
 SS1042
 SS1042.The modeled gravity was interpolated from observed gravity values.
 SS1042
 SS1042;                    North         East    Units  Estimated Accuracy
 SS1042;SPC MT       -   364,020.      425,710.      MT  (+/- 180 meters Scaled)
 SS1042
 SS1042                          SUPERSEDED SURVEY CONTROL
 SS1042
 SS1042  NGVD 29 (??/??/92) 1072.298  (m)         3518.03   (f) ADJ UNCH    2 0
 SS1042
 SS1042.Superseded values are not recommended for survey control.
 SS1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1042.See file dsdata.txt to determine how the superseded data were derived.
 SS1042
 SS1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT386613(NAD 83)
 SS1042_MARKER: DD = SURVEY DISK
 SS1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1042_SP_SET: CONCRETE BASE
 SS1042_STAMPING: JF 3 1947 3518
 SS1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1042
 SS1042  HISTORY     - Date     Condition        Report By
 SS1042  HISTORY     - 1947     MONUMENTED       USGS
 SS1042  HISTORY     - 1961     GOOD             NGS
 SS1042
 SS1042                          STATION DESCRIPTION
 SS1042
 SS1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1042'5.05 MI SW FROM SUN RIVER.
 SS1042'5.05 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 SS1042'SUN RIVER, 5.85 MILES EAST OF SIMMS, AT THE FORT SHAW HISTORICAL
 SS1042'MONUMENT, IN THE TOP OF THE CENTER OF THE ROCK AND CONCRETE BASE, 33
 SS1042'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET SOUTHEAST OF
 SS1042'A FENCE, 5 FEET WEST OF THE EAST EDGE OF THE BASE, AND ABOUT 1 1/2
 SS1042'FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1041 ***********************************************************************
 SS1041  DESIGNATION -  JF 4 RESET
 SS1041  PID         -  SS1041
 SS1041  STATE/COUNTY-  MT/CASCADE
 SS1041  USGS QUAD   -  CASCADE COLONY (1983)
 SS1041
 SS1041                         *CURRENT SURVEY CONTROL
 SS1041  ___________________________________________________________________
 SS1041* NAD 83(1986)-  47 29 41.     (N)    111 49 56.     (W)     SCALED    
 SS1041* NAVD 88     -      1081.798  (meters)    3549.20   (feet)  ADJUSTED  
 SS1041  ___________________________________________________________________
 SS1041  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 SS1041  DYNAMIC HT  -        1081.713 (meters)    3548.92  (feet)  COMP
 SS1041  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 SS1041
 SS1041  VERT ORDER  -  SECOND    CLASS 0
 SS1041
 SS1041.The horizontal coordinates were scaled from a topographic map and have
 SS1041.an estimated accuracy of +/- 6 seconds.
 SS1041
 SS1041.The orthometric height was determined by differential leveling
 SS1041.and adjusted by the National Geodetic Survey in June 1991..
 SS1041
 SS1041.The geoid height was determined by GEOID03.
 SS1041
 SS1041.The dynamic height is computed by dividing the NAVD 88
 SS1041.geopotential number by the normal gravity value computed on the
 SS1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1041.degrees latitude (g = 980.6199 gals.).
 SS1041
 SS1041.The modeled gravity was interpolated from observed gravity values.
 SS1041
 SS1041;                    North         East    Units  Estimated Accuracy
 SS1041;SPC MT       -   363,160.      424,390.      MT  (+/- 180 meters Scaled)
 SS1041
 SS1041                          SUPERSEDED SURVEY CONTROL
 SS1041
 SS1041  NGVD 29 (??/??/92) 1080.86   (m)         3546.1    (f) COMPUTED    2 0
 SS1041
 SS1041.Superseded values are not recommended for survey control.
 SS1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1041.See file dsdata.txt to determine how the superseded data were derived.
 SS1041
 SS1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT373604(NAD 83)
 SS1041_MARKER: DD = SURVEY DISK
 SS1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1041_STAMPING: JF 4 1947 RESET 1959
 SS1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1041+STABILITY: SURFACE MOTION
 SS1041
 SS1041  HISTORY     - Date     Condition        Report By
 SS1041  HISTORY     - 1959     MONUMENTED       USGS
 SS1041  HISTORY     - 1961     GOOD             NGS
 SS1041
 SS1041                          STATION DESCRIPTION
 SS1041
 SS1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1041'4.85 MI E FROM SIMMS.
 SS1041'4.85 MILES EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1041'HIGHWAY 21 AT SIMMS, AT THE JUNCTION OF A PRIVATE ROAD SOUTH TO THE
 SS1041'R.P. THOROUGHMANS RANCH, 69 FEET SOUTH OF THE CENTER LINE OF THE
 SS1041'HIGHWAY, 76 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION, 28 1/2
 SS1041'FEET WEST OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET WEST OF A FENCE
 SS1041'CORNER, 1.5 FEET NORTH OF A FENCE, 1.2 FEET WEST OF A WITNESS POST,
 SS1041'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SS1041'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1038 ***********************************************************************
 SS1038  DESIGNATION -  JF 5 RESET
 SS1038  PID         -  SS1038
 SS1038  STATE/COUNTY-  MT/CASCADE
 SS1038  USGS QUAD   -  SIMMS (1983)
 SS1038
 SS1038                         *CURRENT SURVEY CONTROL
 SS1038  ___________________________________________________________________
 SS1038* NAD 83(1986)-  47 29 42.     (N)    111 52 48.     (W)     SCALED    
 SS1038* NAVD 88     -      1076.057  (meters)    3530.36   (feet)  ADJUSTED  
 SS1038  ___________________________________________________________________
 SS1038  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 SS1038  DYNAMIC HT  -        1075.962 (meters)    3530.05  (feet)  COMP
 SS1038  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 SS1038
 SS1038  VERT ORDER  -  SECOND    CLASS 0
 SS1038
 SS1038.The horizontal coordinates were scaled from a topographic map and have
 SS1038.an estimated accuracy of +/- 6 seconds.
 SS1038
 SS1038.The orthometric height was determined by differential leveling
 SS1038.and adjusted by the National Geodetic Survey in June 1991..
 SS1038
 SS1038.The geoid height was determined by GEOID03.
 SS1038
 SS1038.The dynamic height is computed by dividing the NAVD 88
 SS1038.geopotential number by the normal gravity value computed on the
 SS1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1038.degrees latitude (g = 980.6199 gals.).
 SS1038
 SS1038.The modeled gravity was interpolated from observed gravity values.
 SS1038
 SS1038;                    North         East    Units  Estimated Accuracy
 SS1038;SPC MT       -   363,300.      420,800.      MT  (+/- 180 meters Scaled)
 SS1038
 SS1038                          SUPERSEDED SURVEY CONTROL
 SS1038
 SS1038  NGVD 29 (??/??/92) 1075.11   (m)         3527.3    (f) COMPUTED    2 0
 SS1038
 SS1038.Superseded values are not recommended for survey control.
 SS1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1038.See file dsdata.txt to determine how the superseded data were derived.
 SS1038
 SS1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT337605(NAD 83)
 SS1038_MARKER: DD = SURVEY DISK
 SS1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1038_STAMPING: JF 5 1947 RESET 1959
 SS1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1038+STABILITY: SURFACE MOTION
 SS1038
 SS1038  HISTORY     - Date     Condition        Report By
 SS1038  HISTORY     - 1959     MONUMENTED       USGS
 SS1038  HISTORY     - 1961     GOOD             NGS
 SS1038
 SS1038                          STATION DESCRIPTION
 SS1038
 SS1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1038'2.6 MI E FROM SIMMS.
 SS1038'2.6 MILES EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 SS1038'HIGHWAY 21 AT SIMMS, AT THE INTERSECTION OF A NORTH-SOUTH ROAD, 69
 SS1038'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET WEST OF THE
 SS1038'CENTER LINE OF THE ROAD, 89 FEET NORTHWEST OF THE CENTER OF THE
 SS1038'INTERSECTION, 18 1/2 FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A
 SS1038'FENCE, 1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 SS1038'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS1038'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1035 ***********************************************************************
 SS1035  DESIGNATION -  JF 6
 SS1035  PID         -  SS1035
 SS1035  STATE/COUNTY-  MT/CASCADE
 SS1035  USGS QUAD   -  SIMMS (1983)
 SS1035
 SS1035                         *CURRENT SURVEY CONTROL
 SS1035  ___________________________________________________________________
 SS1035* NAD 83(1986)-  47 29 41.     (N)    111 56 06.     (W)     SCALED    
 SS1035* NAVD 88     -      1087.979  (meters)    3569.48   (feet)  ADJUSTED  
 SS1035  ___________________________________________________________________
 SS1035  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 SS1035  DYNAMIC HT  -        1087.877 (meters)    3569.14  (feet)  COMP
 SS1035  MODELED GRAV-     980,482.2   (mgal)                       NAVD 88
 SS1035
 SS1035  VERT ORDER  -  SECOND    CLASS 0
 SS1035
 SS1035.The horizontal coordinates were scaled from a topographic map and have
 SS1035.an estimated accuracy of +/- 6 seconds.
 SS1035
 SS1035.The orthometric height was determined by differential leveling
 SS1035.and adjusted by the National Geodetic Survey in June 1991..
 SS1035
 SS1035.The geoid height was determined by GEOID03.
 SS1035
 SS1035.The dynamic height is computed by dividing the NAVD 88
 SS1035.geopotential number by the normal gravity value computed on the
 SS1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1035.degrees latitude (g = 980.6199 gals.).
 SS1035
 SS1035.The modeled gravity was interpolated from observed gravity values.
 SS1035
 SS1035;                    North         East    Units  Estimated Accuracy
 SS1035;SPC MT       -   363,400.      416,660.      MT  (+/- 180 meters Scaled)
 SS1035
 SS1035                          SUPERSEDED SURVEY CONTROL
 SS1035
 SS1035  NGVD 29 (??/??/92) 1087.025  (m)         3566.35   (f) ADJ UNCH    2 0
 SS1035
 SS1035.Superseded values are not recommended for survey control.
 SS1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1035.See file dsdata.txt to determine how the superseded data were derived.
 SS1035
 SS1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT295605(NAD 83)
 SS1035_MARKER: DD = SURVEY DISK
 SS1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1035_STAMPING: JF 6 1947 3566
 SS1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1035+STABILITY: SURFACE MOTION
 SS1035
 SS1035  HISTORY     - Date     Condition        Report By
 SS1035  HISTORY     - 1947     MONUMENTED       USGS
 SS1035  HISTORY     - 1961     GOOD             NGS
 SS1035
 SS1035                          STATION DESCRIPTION
 SS1035
 SS1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1035'IN SIMMS.
 SS1035'AT SIMMS, AT THE JUNCTION OF STATE HIGHWAYS 20 AND 21, NEAR THE WEST
 SS1035'CITY LIMITS, 73 FEET SOUTH OF THE CENTER OF THE Y JUNCTION OF
 SS1035'HIGHWAYS, 2 FEET NORTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST,
 SS1035'ABOUT 2 FEET LOWER THAN THE HIGHWAYS, AND SET IN THE TOP OF A CONCRETE
 SS1035'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0646 ***********************************************************************
 SS0646  DESIGNATION -  JG 1
 SS0646  PID         -  SS0646
 SS0646  STATE/COUNTY-  MT/CHOUTEAU
 SS0646  USGS QUAD   -  BENTON LAKE EAST (1994)
 SS0646
 SS0646                         *CURRENT SURVEY CONTROL
 SS0646  ___________________________________________________________________
 SS0646* NAD 83(1986)-  47 43 38.     (N)    111 19 32.     (W)     SCALED    
 SS0646* NAVD 88     -      1147.091  (meters)    3763.41   (feet)  ADJUSTED  
 SS0646  ___________________________________________________________________
 SS0646  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 SS0646  DYNAMIC HT  -        1147.046 (meters)    3763.27  (feet)  COMP
 SS0646  MODELED GRAV-     980,533.5   (mgal)                       NAVD 88
 SS0646
 SS0646  VERT ORDER  -  SECOND    CLASS 0
 SS0646
 SS0646.The horizontal coordinates were scaled from a topographic map and have
 SS0646.an estimated accuracy of +/- 6 seconds.
 SS0646
 SS0646.The orthometric height was determined by differential leveling
 SS0646.and adjusted by the National Geodetic Survey in June 1991..
 SS0646
 SS0646.The geoid height was determined by GEOID03.
 SS0646
 SS0646.The dynamic height is computed by dividing the NAVD 88
 SS0646.geopotential number by the normal gravity value computed on the
 SS0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0646.degrees latitude (g = 980.6199 gals.).
 SS0646
 SS0646.The modeled gravity was interpolated from observed gravity values.
 SS0646
 SS0646;                    North         East    Units  Estimated Accuracy
 SS0646;SPC MT       -   387,980.      463,140.      MT  (+/- 180 meters Scaled)
 SS0646
 SS0646                          SUPERSEDED SURVEY CONTROL
 SS0646
 SS0646  NGVD 29 (??/??/92) 1146.177  (m)         3760.42   (f) ADJ UNCH    2 0
 SS0646
 SS0646.Superseded values are not recommended for survey control.
 SS0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0646.See file dsdata.txt to determine how the superseded data were derived.
 SS0646
 SS0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT755860(NAD 83)
 SS0646_MARKER: DD = SURVEY DISK
 SS0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0646_STAMPING: JG 1 1947 3760
 SS0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0646+STABILITY: SURFACE MOTION
 SS0646
 SS0646  HISTORY     - Date     Condition        Report By
 SS0646  HISTORY     - 1947     MONUMENTED       USGS
 SS0646  HISTORY     - 1961     GOOD             NGS
 SS0646
 SS0646                          STATION DESCRIPTION
 SS0646
 SS0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0646'22.9 MI E FROM POWER.
 SS0646'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0646'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, THENCE
 SS0646'6.2 MILES EAST ALONG A COUNTY ROAD, THENCE 2.3 MILES SOUTH ALONG A
 SS0646'COUNTY ROAD, THENCE 5.0 MILES EAST ALONG A COUNTY ROAD, AT THE T
 SS0646'JUNCTION OF A COUNTY ROAD NORTH, 35 FEET NORTH OF THE CENTER LINE OF
 SS0646'THE ROAD, 65 FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION, 55
 SS0646'FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 8 FEET NORTH-NORTHEAST
 SS0646'OF A POWER LINE POLE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 2 FEET
 SS0646'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0646'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0648 ***********************************************************************
 SS0648  DESIGNATION -  JG 2
 SS0648  PID         -  SS0648
 SS0648  STATE/COUNTY-  MT/CHOUTEAU
 SS0648  USGS QUAD   -  BENTON LAKE EAST (1994)
 SS0648
 SS0648                         *CURRENT SURVEY CONTROL
 SS0648  ___________________________________________________________________
 SS0648* NAD 83(1986)-  47 43 39.     (N)    111 22 06.     (W)     SCALED    
 SS0648* NAVD 88     -      1133.036  (meters)    3717.30   (feet)  ADJUSTED  
 SS0648  ___________________________________________________________________
 SS0648  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS0648  DYNAMIC HT  -        1132.988 (meters)    3717.14  (feet)  COMP
 SS0648  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 SS0648
 SS0648  VERT ORDER  -  SECOND    CLASS 0
 SS0648
 SS0648.The horizontal coordinates were scaled from a topographic map and have
 SS0648.an estimated accuracy of +/- 6 seconds.
 SS0648
 SS0648.The orthometric height was determined by differential leveling
 SS0648.and adjusted by the National Geodetic Survey in June 1991..
 SS0648
 SS0648.The geoid height was determined by GEOID03.
 SS0648
 SS0648.The dynamic height is computed by dividing the NAVD 88
 SS0648.geopotential number by the normal gravity value computed on the
 SS0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0648.degrees latitude (g = 980.6199 gals.).
 SS0648
 SS0648.The modeled gravity was interpolated from observed gravity values.
 SS0648
 SS0648;                    North         East    Units  Estimated Accuracy
 SS0648;SPC MT       -   388,080.      459,930.      MT  (+/- 180 meters Scaled)
 SS0648
 SS0648                          SUPERSEDED SURVEY CONTROL
 SS0648
 SS0648  NGVD 29 (??/??/92) 1132.119  (m)         3714.29   (f) ADJ UNCH    2 0
 SS0648
 SS0648.Superseded values are not recommended for survey control.
 SS0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0648.See file dsdata.txt to determine how the superseded data were derived.
 SS0648
 SS0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT723860(NAD 83)
 SS0648_MARKER: DD = SURVEY DISK
 SS0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0648_STAMPING: JG 2 1947 3714
 SS0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0648+STABILITY: SURFACE MOTION
 SS0648
 SS0648  HISTORY     - Date     Condition        Report By
 SS0648  HISTORY     - 1947     MONUMENTED       USGS
 SS0648  HISTORY     - 1961     GOOD             NGS
 SS0648
 SS0648                          STATION DESCRIPTION
 SS0648
 SS0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0648'20.85 MI E FROM POWER.
 SS0648'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0648'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, THENCE
 SS0648'6.2 MILES EAST ALONG A COUNTY ROAD, THENCE 2.3 MILES SOUTH ALONG A
 SS0648'COUNTY ROAD, THENCE 2.95 MILES EAST ALONG A COUNTY ROAD, 52 FEET
 SS0648'NORTHWEST OF THE CENTER OF THE T JUNCTION OF A ROAD LEADING NORTH, 33
 SS0648'FEET NORTH OF THE CENTER LINE OF THE ROAD, 41 FEET WEST OF THE CENTER
 SS0648'LINE OF THE ROAD NORTH, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 2 FEET
 SS0648'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SS0648'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0207 ***********************************************************************
 ST0207  DESIGNATION -  JG 26
 ST0207  PID         -  ST0207
 ST0207  STATE/COUNTY-  MT/TETON
 ST0207  USGS QUAD   -  LOWRY (1987)
 ST0207
 ST0207                         *CURRENT SURVEY CONTROL
 ST0207  ___________________________________________________________________
 ST0207* NAD 83(1986)-  47 33 39.     (N)    112 00 08.     (W)     SCALED    
 ST0207* NAVD 88     -      1136.339  (meters)    3728.14   (feet)  ADJUSTED  
 ST0207  ___________________________________________________________________
 ST0207  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 ST0207  DYNAMIC HT  -        1136.227 (meters)    3727.77  (feet)  COMP
 ST0207  MODELED GRAV-     980,475.0   (mgal)                       NAVD 88
 ST0207
 ST0207  VERT ORDER  -  SECOND    CLASS 0
 ST0207
 ST0207.The horizontal coordinates were scaled from a topographic map and have
 ST0207.an estimated accuracy of +/- 6 seconds.
 ST0207
 ST0207.The orthometric height was determined by differential leveling
 ST0207.and adjusted by the National Geodetic Survey in June 1991..
 ST0207
 ST0207.The geoid height was determined by GEOID03.
 ST0207
 ST0207.The dynamic height is computed by dividing the NAVD 88
 ST0207.geopotential number by the normal gravity value computed on the
 ST0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0207.degrees latitude (g = 980.6199 gals.).
 ST0207
 ST0207.The modeled gravity was interpolated from observed gravity values.
 ST0207
 ST0207;                    North         East    Units  Estimated Accuracy
 ST0207;SPC MT       -   370,900.      411,830.      MT  (+/- 180 meters Scaled)
 ST0207
 ST0207                          SUPERSEDED SURVEY CONTROL
 ST0207
 ST0207  NGVD 29 (??/??/92) 1135.368  (m)         3724.95   (f) ADJ UNCH    2 0
 ST0207
 ST0207.Superseded values are not recommended for survey control.
 ST0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0207.See file dsdata.txt to determine how the superseded data were derived.
 ST0207
 ST0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT246679(NAD 83)
 ST0207_MARKER: DD = SURVEY DISK
 ST0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ST0207_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ST0207_STAMPING: JG 3725 1947
 ST0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0207
 ST0207  HISTORY     - Date     Condition        Report By
 ST0207  HISTORY     - 1947     MONUMENTED       USGS
 ST0207  HISTORY     - 1961     GOOD             NGS
 ST0207
 ST0207                          STATION DESCRIPTION
 ST0207
 ST0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0207'4.95 MI S FROM FAIRFIELD.
 ST0207'0.4 MILE WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0207'HIGHWAY 89 AT FAIRFIELD, THENCE 4.55 MILES SOUTH ALONG A COUNTY ROAD,
 ST0207'AT A FENCE JUNDTION, 26 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 ST0207'20 1/2 FEET WEST-NORTHWEST OF A LONE 8-INCH COTTONWOOD TREE, 2 1/2
 ST0207'FEET NORTHEAST OF THE FENCE JUNCTION POST, 0.8 FOOT SOUTH OF A WITNESS
 ST0207'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0207'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0204 ***********************************************************************
 ST0204  DESIGNATION -  JG 27
 ST0204  PID         -  ST0204
 ST0204  STATE/COUNTY-  MT/TETON
 ST0204  USGS QUAD   -  LOWRY (1987)
 ST0204
 ST0204                         *CURRENT SURVEY CONTROL
 ST0204  ___________________________________________________________________
 ST0204* NAD 83(1986)-  47 32 22.     (N)    112 00 59.     (W)     SCALED    
 ST0204* NAVD 88     -      1154.489  (meters)    3787.69   (feet)  ADJUSTED  
 ST0204  ___________________________________________________________________
 ST0204  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 ST0204  DYNAMIC HT  -        1154.375 (meters)    3787.31  (feet)  COMP
 ST0204  MODELED GRAV-     980,473.9   (mgal)                       NAVD 88
 ST0204
 ST0204  VERT ORDER  -  SECOND    CLASS 0
 ST0204
 ST0204.The horizontal coordinates were scaled from a topographic map and have
 ST0204.an estimated accuracy of +/- 6 seconds.
 ST0204
 ST0204.The orthometric height was determined by differential leveling
 ST0204.and adjusted by the National Geodetic Survey in June 1991..
 ST0204
 ST0204.The geoid height was determined by GEOID03.
 ST0204
 ST0204.The dynamic height is computed by dividing the NAVD 88
 ST0204.geopotential number by the normal gravity value computed on the
 ST0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0204.degrees latitude (g = 980.6199 gals.).
 ST0204
 ST0204.The modeled gravity was interpolated from observed gravity values.
 ST0204
 ST0204;                    North         East    Units  Estimated Accuracy
 ST0204;SPC MT       -   368,560.      410,690.      MT  (+/- 180 meters Scaled)
 ST0204
 ST0204                          SUPERSEDED SURVEY CONTROL
 ST0204
 ST0204  NGVD 29 (??/??/92) 1153.522  (m)         3784.51   (f) ADJ UNCH    2 0
 ST0204
 ST0204.Superseded values are not recommended for survey control.
 ST0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0204.See file dsdata.txt to determine how the superseded data were derived.
 ST0204
 ST0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT235656(NAD 83)
 ST0204_MARKER: DD = SURVEY DISK
 ST0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0204_STAMPING: JG 27 1947
 ST0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0204+STABILITY: SURFACE MOTION
 ST0204
 ST0204  HISTORY     - Date     Condition        Report By
 ST0204  HISTORY     - 1947     MONUMENTED       USGS
 ST0204  HISTORY     - 1961     GOOD             NGS
 ST0204
 ST0204                          STATION DESCRIPTION
 ST0204
 ST0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0204'7.2 MI S FROM FAIRFIELD.
 ST0204'0.4 MILE WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0204'HIGHWAY 89 AT FAIRFIELD, THENCE 6.8 MILES SOUTH ALONG A COUNTY ROAD,
 ST0204'AT THE T JUNCTION OF A DIRT ROAD LEADING EAST, 39 1/2 FEET NORTHEAST
 ST0204'OF THE CENTER OF THE JUNCTION, 29 1/2 FEET EAST OF THE CENTER LINE OF
 ST0204'THE ROAD, 28 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 23.4
 ST0204'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN CATTLE GUARD,
 ST0204'1.4 FEET SOUTHWEST OF A FENCE CORNER POST, 1.1 FEET NORTH OF A
 ST0204'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 ST0204'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0650 ***********************************************************************
 SS0650  DESIGNATION -  JG 3
 SS0650  PID         -  SS0650
 SS0650  STATE/COUNTY-  MT/TETON
 SS0650  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0650
 SS0650                         *CURRENT SURVEY CONTROL
 SS0650  ___________________________________________________________________
 SS0650* NAD 83(1986)-  47 43 38.     (N)    111 24 51.     (W)     SCALED    
 SS0650* NAVD 88     -      1118.108  (meters)    3668.33   (feet)  ADJUSTED  
 SS0650  ___________________________________________________________________
 SS0650  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 SS0650  DYNAMIC HT  -        1118.055 (meters)    3668.15  (feet)  COMP
 SS0650  MODELED GRAV-     980,526.3   (mgal)                       NAVD 88
 SS0650
 SS0650  VERT ORDER  -  SECOND    CLASS 0
 SS0650
 SS0650.The horizontal coordinates were scaled from a topographic map and have
 SS0650.an estimated accuracy of +/- 6 seconds.
 SS0650
 SS0650.The orthometric height was determined by differential leveling
 SS0650.and adjusted by the National Geodetic Survey in June 1991..
 SS0650
 SS0650.The geoid height was determined by GEOID03.
 SS0650
 SS0650.The dynamic height is computed by dividing the NAVD 88
 SS0650.geopotential number by the normal gravity value computed on the
 SS0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0650.degrees latitude (g = 980.6199 gals.).
 SS0650
 SS0650.The modeled gravity was interpolated from observed gravity values.
 SS0650
 SS0650;                    North         East    Units  Estimated Accuracy
 SS0650;SPC MT       -   388,140.      456,490.      MT  (+/- 180 meters Scaled)
 SS0650
 SS0650                          SUPERSEDED SURVEY CONTROL
 SS0650
 SS0650  NGVD 29 (??/??/92) 1117.188  (m)         3665.31   (f) ADJ UNCH    2 0
 SS0650
 SS0650.Superseded values are not recommended for survey control.
 SS0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0650.See file dsdata.txt to determine how the superseded data were derived.
 SS0650
 SS0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT689860(NAD 83)
 SS0650_MARKER: DD = SURVEY DISK
 SS0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0650_STAMPING: JG 3 1947 3665
 SS0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0650+STABILITY: SURFACE MOTION
 SS0650
 SS0650  HISTORY     - Date     Condition        Report By
 SS0650  HISTORY     - 1947     MONUMENTED       USGS
 SS0650  HISTORY     - 1961     GOOD             NGS
 SS0650
 SS0650                          STATION DESCRIPTION
 SS0650
 SS0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0650'18.65 MI E FROM POWER.
 SS0650'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0650'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, THENCE
 SS0650'6.2 MILES EAST ALONG A COUNTY ROAD, THENCE 2.3 MILES SOUTH ALONG A
 SS0650'COUNTY ROAD, THENCE 0.75 MILES EAST ALONG A COUNTY ROAD, AT A T FENCE
 SS0650'JUNCTION, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET
 SS0650'WEST OF THE FENCE JUNCTION, 2.0 FEET SOUTH OF A FENCE, 1.0 FOOT SOUTH
 SS0650'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 SS0650'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0973 ***********************************************************************
 SS0973  DESIGNATION -  JG 36
 SS0973  PID         -  SS0973
 SS0973  STATE/COUNTY-  MT/CASCADE
 SS0973  USGS QUAD   -  CASCADE (1983)
 SS0973
 SS0973                         *CURRENT SURVEY CONTROL
 SS0973  ___________________________________________________________________
 SS0973* NAD 83(1986)-  47 22 17.     (N)    111 41 56.     (W)     SCALED    
 SS0973* NAVD 88     -      1033.737  (meters)    3391.52   (feet)  ADJUSTED  
 SS0973  ___________________________________________________________________
 SS0973  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 SS0973  DYNAMIC HT  -        1033.649 (meters)    3391.23  (feet)  COMP
 SS0973  MODELED GRAV-     980,492.6   (mgal)                       NAVD 88
 SS0973
 SS0973  VERT ORDER  -  SECOND    CLASS 0
 SS0973
 SS0973.The horizontal coordinates were scaled from a topographic map and have
 SS0973.an estimated accuracy of +/- 6 seconds.
 SS0973
 SS0973.The orthometric height was determined by differential leveling
 SS0973.and adjusted by the National Geodetic Survey in June 1991..
 SS0973
 SS0973.The geoid height was determined by GEOID03.
 SS0973
 SS0973.The dynamic height is computed by dividing the NAVD 88
 SS0973.geopotential number by the normal gravity value computed on the
 SS0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0973.degrees latitude (g = 980.6199 gals.).
 SS0973
 SS0973.The modeled gravity was interpolated from observed gravity values.
 SS0973
 SS0973;                    North         East    Units  Estimated Accuracy
 SS0973;SPC MT       -   349,170.      434,040.      MT  (+/- 180 meters Scaled)
 SS0973
 SS0973                          SUPERSEDED SURVEY CONTROL
 SS0973
 SS0973  NGVD 29 (??/??/92) 1032.813  (m)         3388.49   (f) ADJ UNCH    2 0
 SS0973
 SS0973.Superseded values are not recommended for survey control.
 SS0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0973.See file dsdata.txt to determine how the superseded data were derived.
 SS0973
 SS0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT472466(NAD 83)
 SS0973_MARKER: DD = SURVEY DISK
 SS0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0973_STAMPING: JG 36 3388 1947
 SS0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0973+STABILITY: SURFACE MOTION
 SS0973
 SS0973  HISTORY     - Date     Condition        Report By
 SS0973  HISTORY     - 1947     MONUMENTED       USGS
 SS0973  HISTORY     - 1961     GOOD             NGS
 SS0973
 SS0973                          STATION DESCRIPTION
 SS0973
 SS0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0973'11.7 MI S FROM SUN RIVER.
 SS0973'11.7 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0973'AT SUN RIVER, 31 1/2 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 SS0973'ROAD, 56.6 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST CORNER OF A
 SS0973'WOODEN BRIDGE, 26 FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST BANK OF
 SS0973'A SLOUGH, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SS0973'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0652 ***********************************************************************
 SS0652  DESIGNATION -  JG 4
 SS0652  PID         -  SS0652
 SS0652  STATE/COUNTY-  MT/TETON
 SS0652  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0652
 SS0652                         *CURRENT SURVEY CONTROL
 SS0652  ___________________________________________________________________
 SS0652* NAD 83(1986)-  47 44 30.     (N)    111 25 49.     (W)     SCALED    
 SS0652* NAVD 88     -      1146.635  (meters)    3761.92   (feet)  ADJUSTED  
 SS0652  ___________________________________________________________________
 SS0652  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 SS0652  DYNAMIC HT  -        1146.583 (meters)    3761.75  (feet)  COMP
 SS0652  MODELED GRAV-     980,526.8   (mgal)                       NAVD 88
 SS0652
 SS0652  VERT ORDER  -  SECOND    CLASS 0
 SS0652
 SS0652.The horizontal coordinates were scaled from a topographic map and have
 SS0652.an estimated accuracy of +/- 6 seconds.
 SS0652
 SS0652.The orthometric height was determined by differential leveling
 SS0652.and adjusted by the National Geodetic Survey in June 1991..
 SS0652
 SS0652.The geoid height was determined by GEOID03.
 SS0652
 SS0652.The dynamic height is computed by dividing the NAVD 88
 SS0652.geopotential number by the normal gravity value computed on the
 SS0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0652.degrees latitude (g = 980.6199 gals.).
 SS0652
 SS0652.The modeled gravity was interpolated from observed gravity values.
 SS0652
 SS0652;                    North         East    Units  Estimated Accuracy
 SS0652;SPC MT       -   389,770.      455,330.      MT  (+/- 180 meters Scaled)
 SS0652
 SS0652                          SUPERSEDED SURVEY CONTROL
 SS0652
 SS0652  NGVD 29 (??/??/92) 1145.715  (m)         3758.90   (f) ADJ UNCH    2 0
 SS0652
 SS0652.Superseded values are not recommended for survey control.
 SS0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0652.See file dsdata.txt to determine how the superseded data were derived.
 SS0652
 SS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT677876(NAD 83)
 SS0652_MARKER: DD = SURVEY DISK
 SS0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0652_STAMPING: JG 4 1947 3759
 SS0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0652+STABILITY: SURFACE MOTION
 SS0652
 SS0652  HISTORY     - Date     Condition        Report By
 SS0652  HISTORY     - 1947     MONUMENTED       USGS
 SS0652  HISTORY     - 1961     GOOD             NGS
 SS0652
 SS0652                          STATION DESCRIPTION
 SS0652
 SS0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0652'16.85 MI E FROM POWER.
 SS0652'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0652'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, THENCE
 SS0652'6.2 MILES EAST ALONG A COUNTY ROAD, THENCE 1.25 MILES SOUTH ALONG A
 SS0652'COUNTY ROAD, AT THE T JUNCTION OF FENCES, 28 FEET EAST OF THE CENTER
 SS0652'LINE OF THE ROAD, 6 FEET NORTHWEST OF A FENCE JUNCTION, 1.0 FOOT SOUTH
 SS0652'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 SS0652'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0983 ***********************************************************************
 SS0983  DESIGNATION -  JG 40
 SS0983  PID         -  SS0983
 SS0983  STATE/COUNTY-  MT/CASCADE
 SS0983  USGS QUAD   -  FAIR HAVEN COLONY (1983)
 SS0983
 SS0983                         *CURRENT SURVEY CONTROL
 SS0983  ___________________________________________________________________
 SS0983* NAD 83(1986)-  47 28 49.     (N)    111 43 11.     (W)     SCALED    
 SS0983* NAVD 88     -      1111.629  (meters)    3647.07   (feet)  ADJUSTED  
 SS0983  ___________________________________________________________________
 SS0983  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 SS0983  DYNAMIC HT  -        1111.549 (meters)    3646.81  (feet)  COMP
 SS0983  MODELED GRAV-     980,502.0   (mgal)                       NAVD 88
 SS0983
 SS0983  VERT ORDER  -  SECOND    CLASS 0
 SS0983
 SS0983.The horizontal coordinates were scaled from a topographic map and have
 SS0983.an estimated accuracy of +/- 6 seconds.
 SS0983
 SS0983.The orthometric height was determined by differential leveling
 SS0983.and adjusted by the National Geodetic Survey in June 1991..
 SS0983
 SS0983.The geoid height was determined by GEOID03.
 SS0983
 SS0983.The dynamic height is computed by dividing the NAVD 88
 SS0983.geopotential number by the normal gravity value computed on the
 SS0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0983.degrees latitude (g = 980.6199 gals.).
 SS0983
 SS0983.The modeled gravity was interpolated from observed gravity values.
 SS0983
 SS0983;                    North         East    Units  Estimated Accuracy
 SS0983;SPC MT       -   361,310.      432,810.      MT  (+/- 180 meters Scaled)
 SS0983
 SS0983                          SUPERSEDED SURVEY CONTROL
 SS0983
 SS0983  NGVD 29 (??/??/92) 1110.708  (m)         3644.05   (f) ADJ UNCH    2 0
 SS0983
 SS0983.Superseded values are not recommended for survey control.
 SS0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0983.See file dsdata.txt to determine how the superseded data were derived.
 SS0983
 SS0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT457587(NAD 83)
 SS0983_MARKER: DD = SURVEY DISK
 SS0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0983_STAMPING: JG 40 3644 1947
 SS0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0983+STABILITY: SURFACE MOTION
 SS0983
 SS0983  HISTORY     - Date     Condition        Report By
 SS0983  HISTORY     - 1947     MONUMENTED       USGS
 SS0983  HISTORY     - 1961     GOOD             NGS
 SS0983
 SS0983                          STATION DESCRIPTION
 SS0983
 SS0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0983'3.75 MI S FROM SUN RIVER.
 SS0983'3.75 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0983'AT SUN RIVER, AT THE T JUNCTION OF A GRAVEL ROAD EAST, 45 FEET
 SS0983'WEST-NORTHWEST OF THE CENTER OF THE JUNCTION, 38 FEET WEST OF THE
 SS0983'CENTER LINE OF THE ROAD, 19 1/2 FEET NORTH-NORTHEAST OF A FENCE
 SS0983'CORNER, 4 1/2 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST,
 SS0983'ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS0983'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1192 ***********************************************************************
 SS1192  DESIGNATION -  JG 41
 SS1192  PID         -  SS1192
 SS1192  STATE/COUNTY-  MT/CASCADE
 SS1192  USGS QUAD   -  SUN RIVER (1983)
 SS1192
 SS1192                         *CURRENT SURVEY CONTROL
 SS1192  ___________________________________________________________________
 SS1192* NAD 83(1986)-  47 30 47.     (N)    111 43 07.     (W)     SCALED    
 SS1192* NAVD 88     -      1072.838  (meters)    3519.80   (feet)  ADJUSTED  
 SS1192  ___________________________________________________________________
 SS1192  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 SS1192  DYNAMIC HT  -        1072.763 (meters)    3519.56  (feet)  COMP
 SS1192  MODELED GRAV-     980,505.5   (mgal)                       NAVD 88
 SS1192
 SS1192  VERT ORDER  -  SECOND    CLASS 0
 SS1192
 SS1192.The horizontal coordinates were scaled from a topographic map and have
 SS1192.an estimated accuracy of +/- 6 seconds.
 SS1192
 SS1192.The orthometric height was determined by differential leveling
 SS1192.and adjusted by the National Geodetic Survey in June 1991..
 SS1192
 SS1192.The geoid height was determined by GEOID03.
 SS1192
 SS1192.The dynamic height is computed by dividing the NAVD 88
 SS1192.geopotential number by the normal gravity value computed on the
 SS1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1192.degrees latitude (g = 980.6199 gals.).
 SS1192
 SS1192.The modeled gravity was interpolated from observed gravity values.
 SS1192
 SS1192;                    North         East    Units  Estimated Accuracy
 SS1192;SPC MT       -   364,950.      433,000.      MT  (+/- 180 meters Scaled)
 SS1192
 SS1192                          SUPERSEDED SURVEY CONTROL
 SS1192
 SS1192  NGVD 29 (??/??/92) 1071.913  (m)         3516.77   (f) ADJ UNCH    2 0
 SS1192
 SS1192.Superseded values are not recommended for survey control.
 SS1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1192.See file dsdata.txt to determine how the superseded data were derived.
 SS1192
 SS1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT458624(NAD 83)
 SS1192_MARKER: DD = SURVEY DISK
 SS1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1192_STAMPING: JG 41 1947 3517
 SS1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1192+STABILITY: SURFACE MOTION
 SS1192
 SS1192  HISTORY     - Date     Condition        Report By
 SS1192  HISTORY     - 1947     MONUMENTED       USGS
 SS1192  HISTORY     - 1961     GOOD             NGS
 SS1192
 SS1192                          STATION DESCRIPTION
 SS1192
 SS1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1192'1.5 MI S FROM SUN RIVER.
 SS1192'1.5 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS1192'AT SUN RIVER, AT THE JUNCTION OF A DIM TRAIL ROAD LEADING EAST, 59
 SS1192'FEET SOUTH OF THE CENTER OF A GATE, 33 1/2 FEET EAST OF THE CENTER
 SS1192'LINE OF THE ROAD, 48 FEET SOUTH OF A POWER LINE POLE, 3 1/2 FEET EAST
 SS1192'OF A FENCE, 1 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SS1192'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SS1192'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0656 ***********************************************************************
 SS0656  DESIGNATION -  JG 6
 SS0656  PID         -  SS0656
 SS0656  STATE/COUNTY-  MT/TETON
 SS0656  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0656
 SS0656                         *CURRENT SURVEY CONTROL
 SS0656  ___________________________________________________________________
 SS0656* NAD 83(1986)-  47 45 22.     (N)    111 29 42.     (W)     SCALED    
 SS0656* NAVD 88     -      1148.022  (meters)    3766.47   (feet)  ADJUSTED  
 SS0656  ___________________________________________________________________
 SS0656  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS0656  DYNAMIC HT  -        1147.965 (meters)    3766.28  (feet)  COMP
 SS0656  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 SS0656
 SS0656  VERT ORDER  -  SECOND    CLASS 0
 SS0656
 SS0656.The horizontal coordinates were scaled from a topographic map and have
 SS0656.an estimated accuracy of +/- 6 seconds.
 SS0656
 SS0656.The orthometric height was determined by differential leveling
 SS0656.and adjusted by the National Geodetic Survey in June 1991..
 SS0656
 SS0656.The geoid height was determined by GEOID03.
 SS0656
 SS0656.The dynamic height is computed by dividing the NAVD 88
 SS0656.geopotential number by the normal gravity value computed on the
 SS0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0656.degrees latitude (g = 980.6199 gals.).
 SS0656
 SS0656.The modeled gravity was interpolated from observed gravity values.
 SS0656
 SS0656;                    North         East    Units  Estimated Accuracy
 SS0656;SPC MT       -   391,500.      450,520.      MT  (+/- 180 meters Scaled)
 SS0656
 SS0656                          SUPERSEDED SURVEY CONTROL
 SS0656
 SS0656  NGVD 29 (??/??/92) 1147.099  (m)         3763.44   (f) ADJ UNCH    2 0
 SS0656
 SS0656.Superseded values are not recommended for survey control.
 SS0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0656.See file dsdata.txt to determine how the superseded data were derived.
 SS0656
 SS0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT629893(NAD 83)
 SS0656_MARKER: DD = SURVEY DISK
 SS0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0656_STAMPING: JG 6 1947 3764
 SS0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0656+STABILITY: SURFACE MOTION
 SS0656
 SS0656  HISTORY     - Date     Condition        Report By
 SS0656  HISTORY     - 1947     MONUMENTED       USGS
 SS0656  HISTORY     - 1961     GOOD             NGS
 SS0656
 SS0656                          STATION DESCRIPTION
 SS0656
 SS0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0656'12.45 MI E FROM POWER.
 SS0656'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0656'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, THENCE
 SS0656'3.05 MILES EAST ALONG A COUNTY ROAD, AT THE T JUNCTION OF FENCES, 29
 SS0656'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET WEST OF THE FENCE
 SS0656'JUNCTION, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET EAST-NORTHEAST OF A
 SS0656'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS0656'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1159 ***********************************************************************
 SS1159  DESIGNATION -  JG 7
 SS1159  PID         -  SS1159
 SS1159  STATE/COUNTY-  MT/TETON
 SS1159  USGS QUAD   -  DUTTON SE (1987)
 SS1159
 SS1159                         *CURRENT SURVEY CONTROL
 SS1159  ___________________________________________________________________
 SS1159* NAD 83(1986)-  47 45 22.     (N)    111 32 16.     (W)     SCALED    
 SS1159* NAVD 88     -      1157.286  (meters)    3796.86   (feet)  ADJUSTED  
 SS1159  ___________________________________________________________________
 SS1159  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1159  DYNAMIC HT  -        1157.226 (meters)    3796.67  (feet)  COMP
 SS1159  MODELED GRAV-     980,519.2   (mgal)                       NAVD 88
 SS1159
 SS1159  VERT ORDER  -  SECOND    CLASS 0
 SS1159
 SS1159.The horizontal coordinates were scaled from a topographic map and have
 SS1159.an estimated accuracy of +/- 6 seconds.
 SS1159
 SS1159.The orthometric height was determined by differential leveling
 SS1159.and adjusted by the National Geodetic Survey in June 1991..
 SS1159
 SS1159.The geoid height was determined by GEOID03.
 SS1159
 SS1159.The dynamic height is computed by dividing the NAVD 88
 SS1159.geopotential number by the normal gravity value computed on the
 SS1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1159.degrees latitude (g = 980.6199 gals.).
 SS1159
 SS1159.The modeled gravity was interpolated from observed gravity values.
 SS1159
 SS1159;                    North         East    Units  Estimated Accuracy
 SS1159;SPC MT       -   391,580.      447,310.      MT  (+/- 180 meters Scaled)
 SS1159
 SS1159                          SUPERSEDED SURVEY CONTROL
 SS1159
 SS1159  NGVD 29 (??/??/92) 1156.360  (m)         3793.82   (f) ADJ UNCH    2 0
 SS1159
 SS1159.Superseded values are not recommended for survey control.
 SS1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1159.See file dsdata.txt to determine how the superseded data were derived.
 SS1159
 SS1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT596893(NAD 83)
 SS1159_MARKER: DD = SURVEY DISK
 SS1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1159_STAMPING: JG 7 1947 3794
 SS1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1159+STABILITY: SURFACE MOTION
 SS1159
 SS1159  HISTORY     - Date     Condition        Report By
 SS1159  HISTORY     - 1947     MONUMENTED       USGS
 SS1159  HISTORY     - 1961     GOOD             NGS
 SS1159
 SS1159                          STATION DESCRIPTION
 SS1159
 SS1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS1159'10.45 MI E FROM POWER.
 SS1159'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS1159'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, THENCE
 SS1159'1.05 MILES EAST ALONG A COUNTY ROAD, 49 FEET NORTHWEST OF THE CENTER
 SS1159'OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTER
 SS1159'LINE OF THE ROAD, 36 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 SS1159'1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SS1159'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0292 ***********************************************************************
 QV0292  DESIGNATION -  JO
 QV0292  PID         -  QV0292
 QV0292  STATE/COUNTY-  MT/POWDER RIVER
 QV0292  USGS QUAD   -  COOK CREEK RESERVOIR (1964)
 QV0292
 QV0292                         *CURRENT SURVEY CONTROL
 QV0292  ___________________________________________________________________
 QV0292* NAD 83(1992)-  45 43 56.42980(N)    106 10 45.68258(W)     ADJUSTED  
 QV0292* NAVD 88     -      1071.1    (meters)    3514.     (feet)  VERTCON   
 QV0292  ___________________________________________________________________
 QV0292  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 QV0292  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 QV0292
 QV0292  HORZ ORDER  -  FIRST
 QV0292
 QV0292.The horizontal coordinates were established by classical geodetic methods
 QV0292.and adjusted by the National Geodetic Survey in July 1992..
 QV0292
 QV0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0292
 QV0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0292
 QV0292.The geoid height was determined by GEOID03.
 QV0292
 QV0292;                    North         East     Units Scale Factor Converg.
 QV0292;SPC MT       -   170,216.349   858,294.911   MT  0.99963944   +2 25 44.6
 QV0292;SPC MT       -   558,452.59  2,815,928.19   iFT  0.99963944   +2 25 44.6
 QV0292;UTM  13      - 5,064,985.809   408,240.546   MT  0.99970351   -0 50 40.5
 QV0292
 QV0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0292!SPC MT       -   0.99983453  x   0.99963944  =   0.99947403
 QV0292!UTM  13      -   0.99983453  x   0.99970351  =   0.99953809
 QV0292
 QV0292|---------------------------------------------------------------------|
 QV0292| PID    Reference Object                     Distance      Geod. Az  |
 QV0292|                                                           dddmmss.s |
 QV0292| CQ6797 JO RM 2                               5.722 METERS 00034     |
 QV0292| CQ6795 JO AZ MK                                           0193308.4 |
 QV0292| CQ6796 JO RM 1                               5.620 METERS 14736     |
 QV0292|---------------------------------------------------------------------|
 QV0292
 QV0292                          SUPERSEDED SURVEY CONTROL
 QV0292
 QV0292  NAD 83(1986)-  45 43 56.40516(N)    106 10 45.66299(W) AD(       ) 1
 QV0292  NAD 27      -  45 43 56.39800(N)    106 10 43.63700(W) AD(       ) 1
 QV0292  NGVD 29 (07/19/86) 1070.4    (m)         3512.     (f) VERT ANG       
 QV0292
 QV0292.Superseded values are not recommended for survey control.
 QV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0292.See file dsdata.txt to determine how the superseded data were derived.
 QV0292
 QV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL0824164986(NAD 83)
 QV0292_MARKER: DS = TRIANGULATION STATION DISK
 QV0292_SETTING: 80 = SET IN A BOULDER
 QV0292_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 QV0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0292
 QV0292  HISTORY     - Date     Condition        Report By
 QV0292  HISTORY     - 1934     MONUMENTED       CGS
 QV0292  HISTORY     - 1966     GOOD             USGS
 QV0292
 QV0292                          STATION DESCRIPTION
 QV0292
 QV0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0292'STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF BRANDENBERG POST
 QV0292'OFFICE, ON THE HIGHEST HILL SOUTH OF THE J.O. RANCH AND BETWEEN
 QV0292'BEAVER CREEK AND THE TONGUE RIVER.  IT IS VISIBLE FROM THE
 QV0292'RANCH ROAD AS A DOUBLE-TOPPED HILL BARE ON THE TOP WITH SCATTERED
 QV0292'TIMBER ON THE SIDES.
 QV0292'
 QV0292'THE STATION IS REACHED FROM THE J.O. RANCH BY GOING WEST FROM
 QV0292'THE HOUSE ACROSS AN IRRIGATION DITCH AND FOLLOWING THE ROAD WEST
 QV0292'AND SOUTH 0.4 MILE TO A GATE IN A FENCE AT THE SOUTH SIDE OF AN
 QV0292'ALFALFA FIELD.  PASS THROUGH THE GATE AND TURN WEST ALONG THE
 QV0292'SOUTH SIDE OF THE FENCE 0.1 MILE TO A FORK.  TAKE THE LEFT
 QV0292'FORK 1.7 MILES TO A POINT WHERE IT TURNS TO THE NORTHEAST AND
 QV0292'GOES INTO A CANYON.  LEAVE THE ROAD HERE AND TURN SOUTH ALONG
 QV0292'THE EAST SIDE OF A RIDGE ABOUT 0.2 MILE TO A FENCE.  THIS IS
 QV0292'ABOUT AS FAR AS A TRUCK CAN BE DRIVEN.  FROM THIS POINT THE
 QV0292'HILL ON WHICH THE STATION IS LOCATED CAN BE SEEN TO THE
 QV0292'SOUTH, A DISTANCE OF ABOUT ONE MILE.  FOLLOW THE CANYON ABOUT
 QV0292'1/2 MILE THEN CLIMB THE RIDGE AND FOLLOW IT TO THE
 QV0292'STATION.  IT IS ABOUT A HALF-HOUR PACK.
 QV0292'
 QV0292'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 QV0292'AS DESCRIBED.  AZIMUTH MARK IS SET AS
 QV0292'DESCRIBED.
 QV0292'
 QV0292'REFERENCE MARK NO. 1 IS EAST OF THE STATION.
 QV0292'
 QV0292'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.
 QV0292'
 QV0292'THE AZIMUTH MARK IS ABOUT 1/3 MILE NORTH-NORTHEAST OF THE
 QV0292'STATION.  IT IS ON A LIGHT-COLORED RIDGE AND IS MARKED WITH A
 QV0292'THREE-FOOT ROCK CAIRN.
 QV0292'
 QV0292'A 4-FOOT STAND WAS ERECTED.
 QV0292
 QV0292                          STATION RECOVERY (1966)
 QV0292
 QV0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QV0292'RECOVERED BY USGS IN 1957 AND REVISED AS FOLLOWS
 QV0292'
 QV0292'THE J. O. RANCH IS NOW OWNED BY JULIAN TARRETT.  A JEEP CAN BE DRIVEN
 QV0292'TO SMALL TOP ABOUT 1000 FT. NE. OF STATION.
 QV0292'
 QV0292'RECOVERED BY USGS IN 1966 AND REDESCRIBED AS FOLLOWS
 QV0292'
 QV0292'TO REACH FROM ASHLAND, GO N. DOWN TONGUE RIVER ROAD 21.1 MI. TO
 QV0292'BEAVER CREEK ROAD, GO RIGHT 7.3 MI. SE. UP BEAVER CREEK ROAD TO
 QV0292'CATTLEGUARD WHICH IS 0.55 MI. PAST THE TARRETT RANCH, ACROSS
 QV0292'CATTLEGUARD GO RIGHT ON DIM TRACK UP COTTONWOOD CREEK 3.1 MI. PASSING
 QV0292'THROUGH THREE WIRE GATES TO A DEEP SIDE DRAIN FROM THE SW., ACROSS
 QV0292'DRAIN LEAVE RD. AND GO SW. UP THE S. SIDE OF DRAIN 1.0 MI. TO A GRASSY
 QV0292'DRAW FROM THE NW. WHICH IS JUST E. OF TOP, GO 0.3 MI. NW. UP DRAW TO
 QV0292'THE END OF TRUCK TRAVEL, PACK 500 FT. SW. TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0595 ***********************************************************************
 ST0595  DESIGNATION -  JOCKO
 ST0595  PID         -  ST0595
 ST0595  STATE/COUNTY-  MT/MISSOULA
 ST0595  USGS QUAD   -  UPPER JOCKO LAKE (1965)
 ST0595
 ST0595                         *CURRENT SURVEY CONTROL
 ST0595  ___________________________________________________________________
 ST0595* NAD 83(1992)-  47 10 01.08081(N)    113 43 37.90919(W)     ADJUSTED  
 ST0595* NAVD 88     -      1999.6    (meters)    6560.     (feet)  VERTCON   
 ST0595  ___________________________________________________________________
 ST0595  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 ST0595  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 ST0595
 ST0595  HORZ ORDER  -  FIRST
 ST0595
 ST0595.The horizontal coordinates were established by classical geodetic methods
 ST0595.and adjusted by the National Geodetic Survey in July 1992..
 ST0595
 ST0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0595
 ST0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0595
 ST0595.The geoid height was determined by GEOID03.
 ST0595
 ST0595;                    North         East     Units Scale Factor Converg.
 ST0595;SPC MT       -   332,769.558   279,848.221   MT  0.99939625   -3 05 32.0
 ST0595;SPC MT       - 1,091,763.64    918,137.21   iFT  0.99939625   -3 05 32.0
 ST0595;UTM  12      - 5,227,327.366   293,315.883   MT  1.00012504   -2 00 02.4
 ST0595
 ST0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0595!SPC MT       -   0.99968883  x   0.99939625  =   0.99908527
 ST0595!UTM  12      -   0.99968883  x   1.00012504  =   0.99981383
 ST0595
 ST0595|---------------------------------------------------------------------|
 ST0595| PID    Reference Object                     Distance      Geod. Az  |
 ST0595|                                                           dddmmss.s |
 ST0595| CN4647 JOCKO RM 1                           15.666 METERS 19948     |
 ST0595| ST0596 JOCKO RM A                           22.897 METERS 22639     |
 ST0595| CN4648 JOCKO RM 2                           13.494 METERS 26458     |
 ST0595| ST0600 PISTOL                              APPROX.19.0 KM 2934250.7 |
 ST0595|---------------------------------------------------------------------|
 ST0595
 ST0595                          SUPERSEDED SURVEY CONTROL
 ST0595
 ST0595  NAD 83(1986)-  47 10 01.08913(N)    113 43 37.89553(W) AD(       ) 1
 ST0595  NAD 27      -  47 10 01.33234(N)    113 43 34.56740(W) AD(       ) 1
 ST0595  NGVD 29 (07/19/86) 1998.4    (m)         6556.     (f) VERT ANG       
 ST0595
 ST0595.Superseded values are not recommended for survey control.
 ST0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0595.See file dsdata.txt to determine how the superseded data were derived.
 ST0595
 ST0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT9331627327(NAD 83)
 ST0595_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ST0595
 ST0595  HISTORY     - Date     Condition        Report By
 ST0595  HISTORY     - 1968     MONUMENTED       CGS
 ST0595
 ST0595                          STATION DESCRIPTION
 ST0595
 ST0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 ST0595'THE STATION IS LOCATED ABOUT 16-1/2 MILES EAST OF ARLEE, 11-1/2
 ST0595'MILES WEST OF SEELEY LAKE, ON A HIGH WOODED MOUNTAIN AND ON THE
 ST0595'FLATHEAD INDIAN RESERVATION.
 ST0595'
 ST0595'TO REACH THE STATION FROM THE POST OFFICE IN ARLEE, GO SOUTHEAST
 ST0595'ON U.S. HIGHWAY 93 FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 ST0595'AND GO EAST ON A GRAVELED ROAD FOR 3.15 MILES TO A FORK, TAKE THE
 ST0595'LEFT FORK AND GO NORTHEAST ON THE GRAVELED ROAD FOR 4.75 MILES TO
 ST0595'A FORK, KEEP THE RIGHT FORK, UP THE JOCKO VALLEY FOR 1.0 MILES TO
 ST0595'A FORK, KEEP THE RIGHT FORK, THE MAIN TRAVELED ROAD, FOR 3.5
 ST0595'MILES TO A FORK AND SIGN SEELEY LAKE RD.  TAKE THE LEFT FORK
 ST0595'AND GO 6.6 MILES TO A FORK, KEEP THE LEFT FORK AND CONTINUE
 ST0595'AHEAD FOR 2.55 MILES TO A FORK, KEEP THE RIGHT FORK AS PER
 ST0595'SIGN, SEELEY LAKE RD, AND GO 0.85 MILES TO A FORK, KEEP THE
 ST0595'RIGHT FORK AND GO 1.0 MILES TO A REVERSE FORK, AND SIGN, PLACID
 ST0595'RD END OF ROAD 4.2 MILES.  CONTINUE AHEAD FOR 1.1
 ST0595'MILES TO A REVERSE FORK ON THE RIGHT.  TURN SHARP RIGHT AND
 ST0595'GO SOUTHWESTERLY FOR 1.7 MILES TO A FORK, CONTINUE AHEAD ON THE
 ST0595'MAIN TRAVELED ROAD FOR 0.4 MILE TO A FORK, KEEP THE RIGHT FORK,
 ST0595'WESTERLY FOR 2.9 MILES TO A FORK, KEEP THE LEFT FORK FOR 2.2
 ST0595'MILES TO WHERE THE ROAD PASSES UNDER THE POWERLINE.  CONTINUE
 ST0595'AHEAD FOR 0.4 MILE TO A GATE.  PASS THROUGH THE GATE AND
 ST0595'CONTINUE AHEAD FOR 0.05 MILE TO A FORK, KEEP THE LEFT FORK AND GO
 ST0595'SOUTHERLY FOR 0.1 MILE TO THE POWERLINE, CONTINUE AHEAD
 ST0595'SOUTHERLY ON THE TRACK ROAD UPHILL FOR 0.25 MILE TO THE
 ST0595'STATION ON THE LEFT.
 ST0595'
 ST0595'THE STATION MARK IS A STANDARD DISK STAMPED JOCKO 1968, SET IN
 ST0595'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 ST0595'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET
 ST0595'NORTH OF A 8-INCH PINE TREE WITH A TRIANGULAR BLAZE AND 4 FEET
 ST0595'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 ST0595'
 ST0595'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JOCKO NO 1 1968,
 ST0595'CEMENTED IN A DRILL HOLE IN A 2X3 FOOT ROCK OUTCROP.  IT IS 48
 ST0595'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 3 FEET
 ST0595'WEST OF A 8-INCH PINE TREE WITH A TRIANGULAR BLAZE.
 ST0595'
 ST0595'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JOCKO NO 2 1968,
 ST0595'CEMENTED IN A DRILL HOLE IN A 1X2 FOOT ROCK OUTCROP.  IT IS 55
 ST0595'FEET NORTHWEST OF A 8-INCH PINE TREE WITH A TRIANGULAR BLAZE AND
 ST0595'41 FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 ST0595'
 ST0595'NO AZIMUTH MARK WAS SET AT THIS STATION.
 ST0595'
 ST0595'NOTE.  TRAVERSE DISTANCE ABOVE REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0596 ***********************************************************************
 ST0596  DESIGNATION -  JOCKO RM A
 ST0596  PID         -  ST0596
 ST0596  STATE/COUNTY-  MT/MISSOULA
 ST0596  USGS QUAD   -  UPPER JOCKO LAKE (1965)
 ST0596
 ST0596                         *CURRENT SURVEY CONTROL
 ST0596  ___________________________________________________________________
 ST0596* NAD 83(1992)-  47 10 00.57180(N)    113 43 38.69972(W)     ADJUSTED  
 ST0596* NAVD 88     -      2000.0    (meters)    6562.     (feet)  VERTCON   
 ST0596  ___________________________________________________________________
 ST0596  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ST0596  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 ST0596
 ST0596  HORZ ORDER  -  FIRST
 ST0596
 ST0596.The horizontal coordinates were established by classical geodetic methods
 ST0596.and adjusted by the National Geodetic Survey in July 1992..
 ST0596
 ST0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0596
 ST0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0596
 ST0596.The geoid height was determined by GEOID03.
 ST0596
 ST0596;                    North         East     Units Scale Factor Converg.
 ST0596;SPC MT       -   332,754.769   279,830.759   MT  0.99939625   -3 05 32.5
 ST0596;SPC MT       - 1,091,715.12    918,079.92   iFT  0.99939625   -3 05 32.5
 ST0596;UTM  12      - 5,227,312.236   293,298.693   MT  1.00012512   -2 00 02.9
 ST0596
 ST0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0596!SPC MT       -   0.99968877  x   0.99939625  =   0.99908521
 ST0596!UTM  12      -   0.99968877  x   1.00012512  =   0.99981385
 ST0596
 ST0596|---------------------------------------------------------------------|
 ST0596| PID    Reference Object                     Distance      Geod. Az  |
 ST0596|                                                           dddmmss.s |
 ST0596| ST0595 JOCKO                                22.897 METERS 04639     |
 ST0596| ST0587 BOYD                                APPROX.31.6 KM 1093219.2 |
 ST0596|---------------------------------------------------------------------|
 ST0596
 ST0596                          SUPERSEDED SURVEY CONTROL
 ST0596
 ST0596  NAD 83(1986)-  47 10 00.58008(N)    113 43 38.68613(W) AD(       ) 1
 ST0596  NAD 27      -  47 10 00.82335(N)    113 43 35.35791(W) AD(       ) 1
 ST0596  NGVD 29 (07/19/86) 1998.8    (m)         6558.     (f) VERT ANG       
 ST0596
 ST0596.Superseded values are not recommended for survey control.
 ST0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0596.See file dsdata.txt to determine how the superseded data were derived.
 ST0596
 ST0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTT9329927312(NAD 83)
 ST0596_MARKER: Z = SEE DESCRIPTION
 ST0596_SETTING: 0 = UNSPECIFIED SETTING
 ST0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0596
 ST0596  HISTORY     - Date     Condition        Report By
 ST0596  HISTORY     - 1968     MONUMENTED       CGS
 ST0596
 ST0596                          STATION DESCRIPTION
 ST0596
 ST0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 ST0596'THE STATION IS LOCATED 24 MILES NORTH-NORTHEAST OF MISSOULA,
 ST0596'16-1/2 MILES EAST OF ARLEE, AND 1-1/2 MILES SOUTH-SOUTHWEST OF
 ST0596'UPPER JOCKO LAKE.  IT IS ON A HIGH NORTH-SOUTH RIDGE COVERED WITH
 ST0596'TIMBER, AND ABOUT 1/4 MILE SOUTH OF A CUT CLEARING WHERE A POWER
 ST0596'LINE CROSSES THE RIDGE FROM EAST TO WEST.
 ST0596'
 ST0596'THE STATION MARK IS A STANDARD DISK STAMPED JOCKO RM A 1968
 ST0596'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ST0596'MONUMENT PROJECTING 1 INCH ABOVE GROUND.
 ST0596'
 ST0596'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JOCKO
 ST0596'THE DISTANCE BEING 22.9040 METERS, 75.144 FEET SOUTHWEST OF STATION
 ST0596'JOCKO BEFORE REDUCTION TO SEA LEVEL.
 ST0596'
 ST0596'FOR ROUTE TO REACH THE STATION SEE DESCRIPTION FOR STATION JOCKO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0837 ***********************************************************************
 TN0837  DESIGNATION -  JOHNSON
 TN0837  PID         -  TN0837
 TN0837  STATE/COUNTY-  MT/FLATHEAD
 TN0837  USGS QUAD   -  JOHNSON PEAK (1994)
 TN0837
 TN0837                         *CURRENT SURVEY CONTROL
 TN0837  ___________________________________________________________________
 TN0837* NAD 83(1992)-  48 26 59.02738(N)    114 41 10.69362(W)     ADJUSTED  
 TN0837* NAVD 88     -      1834.4    (meters)    6018.     (feet)  VERTCON   
 TN0837  ___________________________________________________________________
 TN0837  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 TN0837  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0837
 TN0837  HORZ ORDER  -  FIRST
 TN0837
 TN0837.The horizontal coordinates were established by classical geodetic methods
 TN0837.and adjusted by the National Geodetic Survey in July 1992..
 TN0837
 TN0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0837
 TN0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0837
 TN0837.The geoid height was determined by GEOID03.
 TN0837
 TN0837;                    North         East     Units Scale Factor Converg.
 TN0837;SPC MT       -   479,377.844   216,737.855   MT  0.99970900   -3 47 37.7
 TN0837;SPC MT       - 1,572,761.96    711,082.20   iFT  0.99970900   -3 47 37.7
 TN0837;UTM  11      - 5,368,873.528   671,080.415   MT  0.99995961   +1 43 54.9
 TN0837
 TN0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0837!SPC MT       -   0.99971502  x   0.99970900  =   0.99942410
 TN0837!UTM  11      -   0.99971502  x   0.99995961  =   0.99967464
 TN0837
 TN0837:                Primary Azimuth Mark                     Grid Az
 TN0837:SPC MT       -  WERNER PEAK LOOKOUT                      056 34 56.9
 TN0837:UTM  11      -  WERNER PEAK LOOKOUT                      051 03 24.3
 TN0837
 TN0837|---------------------------------------------------------------------|
 TN0837| PID    Reference Object                     Distance      Geod. Az  |
 TN0837|                                                           dddmmss.s |
 TN0837| TN0792 WERNER PEAK LOOKOUT                 APPROX.23.5 KM 0524719.2 |
 TN0837| CH6853 JOHNSON RM 1                         14.940 METERS 10045     |
 TN0837| CH6854 JOHNSON RM 2                         27.816 METERS 19452     |
 TN0837|---------------------------------------------------------------------|
 TN0837
 TN0837                          SUPERSEDED SURVEY CONTROL
 TN0837
 TN0837  NAD 83(1986)-  48 26 59.03665(N)    114 41 10.69260(W) AD(       ) 1
 TN0837  NAD 27      -  48 26 59.16835(N)    114 41 07.17421(W) AD(       ) 1
 TN0837  NGVD 29 (07/19/86) 1833.1    (m)         6014.     (f) VERT ANG       
 TN0837
 TN0837.Superseded values are not recommended for survey control.
 TN0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0837.See file dsdata.txt to determine how the superseded data were derived.
 TN0837
 TN0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP7108068874(NAD 83)
 TN0837_MARKER: Z = SEE DESCRIPTION
 TN0837_SETTING: 0 = UNSPECIFIED SETTING
 TN0837
 TN0837  HISTORY     - Date     Condition        Report By
 TN0837  HISTORY     - 1959     MONUMENTED       CGS
 TN0837  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TN0837
 TN0837                          STATION DESCRIPTION
 TN0837
 TN0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0837'STATION IS LOCATED ABOUT 16 MILES WEST AND 3 MILES NORTH OF
 TN0837'WHITEFISH, 5-1/2 MILES WEST-NORTHWEST OF THE NORTHWEST END
 TN0837'OF TALLY LAKE, 5 MILES NORTH-NORTHEAST OF THE STAR MEADOWS
 TN0837'RANGER STATION, IN THE EAST CENTRAL PORTION OF SECTION 17,
 TN0837'T 31 N, R 24 W, ON JOHNSON PEAK IN THE FLATHEAD NATIONAL
 TN0837'FOREST AND AT THE SITE OF THE JOHNSON PK. LOOKOUT TOWER.
 TN0837'
 TN0837'TO REACH FROM THE FIRST NATIONAL BANK IN WHITEFISH, GO WEST
 TN0837'AND NORTHWEST ON U.S. HIGHWAY 93 FOR 11.2 MILES TO A SIDE ROAD
 TN0837'LEFT AT SIGN ON RIGHT TALLY LAKE 9 MILES.  TURN LEFT AND
 TN0837'FOLLOW GRAVELED ROAD SOUTHERLY FOR 1.6 MILES TO A SIDE ROAD
 TN0837'RIGHT.  TURN RIGHT AND FOLLOW MAIN GRAVELED ROAD WESTERLY
 TN0837'AND SOUTHERLY FOR 4.6 MILES TO A FORK.  TAKE THE LEFT FORK
 TN0837'AND CONTINUE SOUTH AND SOUTHWESTERLY FOR 2.3 MILES TO A FORK
 TN0837'IMMEDIATELY BEYOND A WOODEN BRIDGE AT SIGN LOGAN CREEK CAMP
 TN0837'GROUNDS.  TAKE THE RIGHT FORK FOR 0.05 MILE TO A
 TN0837'T-INTERSECTION AT SIGN STAR MEADOWS 10.  TURN RIGHT AND FOLLOW
 TN0837'GRAVELED ROAD WESTERLY FOR 1.2 MILES TO A SIDE ROAD RIGHT AT
 TN0837'SIGN JOHNSON MTN LOOKOUT 8.  TURN RIGHT AND FOLLOW GRADED
 TN0837'WOODS ROAD NORTH AND WESTERLY FOR 1.65 MILES TO A FORK.
 TN0837'TAKE LEFT FORK AND CONTINUE FOR 0.6 MILE TO A SIDE ROAD RIGHT.
 TN0837'TURN RIGHT AND FOLLOW GRADED ROAD NORTHWEST FOR 0.25
 TN0837'MILE TO A FORK AT SIGN ON RIGHT JOHNSON LOOKOUT 3.5 MILES.
 TN0837'TAKE THE RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 0.55
 TN0837'MILE TO THE END OF TRUCK TRAVEL AT THE END OF THE ROAD AND
 TN0837'SIGN TRAIL NO. 176, JOHNSON LOOKOUT.  PACK NORTHERLY, WEST
 TN0837'AND SOUTHWEST ON GOOD BLAZED FOREST SERVICE TRAIL FOR
 TN0837'ABOUT 3 HOURS TO THE TOP OF THE MOUNTAIN AT A LOOKOUT
 TN0837'TOWER AND CABIN AND STATION AS DESCRIBED.  THERE IS
 TN0837'DRINKING WATER ALONG THE TRAIL ABOUT 1 MILE FROM THE END
 TN0837'OF TRUCK TRAVEL AND ALSO ABOUT 1 MILE BEFORE REACHING THE
 TN0837'STATION.  HORSES CAN BE TAKEN TO THE STATION.
 TN0837'
 TN0837'STATION MARKS ARE STANDARD DISKS STAMPED JOHNSON 1959.  UNDERGROUND
 TN0837'MARK IS CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 18 INCHES
 TN0837'BELOW THE GROUND SURFACE.  SURFACE MARK IS BRAZED TO THE TOP
 TN0837'OF A 3 INCH IRON PIPE PROJECTING 4 INCHES.  IT IS 7 FEET
 TN0837'NORTH OF THE SOUTH LEG OF THE LOOKOUT TOWER.
 TN0837'
 TN0837'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOHNSON NO 1 1959,
 TN0837'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER PROJECTING
 TN0837'ABOUT 4 INCHES.  IT IS 88 FEET NORTHWEST OF THE WEST CORNER
 TN0837'OF THE LOOKOUT CABIN AND 48.7 FEET EAST OF THE SOUTH LEG
 TN0837'OF THE LOOKOUT TOWER.
 TN0837'
 TN0837'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOHNSON NO 2 1959,
 TN0837'CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER PROJECTING
 TN0837'1 FOOT ON THE SOUTH SIDE AND FLUSH ON THE NORTH SIDE.  IT
 TN0837'IS 118 FEET WEST OF THE WEST CORNER OF THE LOOKOUT CABIN AND
 TN0837'85 FEET SOUTH OF THE SOUTH LEG OF THE LOOKOUT TOWER.
 TN0837'
 TN0837'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 TN0837'
 TN0837'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF
 TN0837'THE LOOKOUT TOWER, THE DISTANCE BEING AS SHOWN ABOVE.
 TN0837
 TN0837                          STATION RECOVERY (1960)
 TN0837
 TN0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0837'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 TN0837'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0611 ***********************************************************************
 TJ0611  DESIGNATION -  JOHNSON
 TJ0611  PID         -  TJ0611
 TJ0611  STATE/COUNTY-  MT/VALLEY
 TJ0611  USGS QUAD   -  UHLAN COULEE (1983)
 TJ0611
 TJ0611                         *CURRENT SURVEY CONTROL
 TJ0611  ___________________________________________________________________
 TJ0611* NAD 83(1992)-  48 19 19.32621(N)    106 27 40.87116(W)     ADJUSTED  
 TJ0611* NAVD 88     -       833.6    (meters)    2735.     (feet)  VERTCON   
 TJ0611  ___________________________________________________________________
 TJ0611  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 TJ0611  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TJ0611
 TJ0611  HORZ ORDER  -  FIRST
 TJ0611
 TJ0611.The horizontal coordinates were established by classical geodetic methods
 TJ0611.and adjusted by the National Geodetic Survey in July 1992..
 TJ0611
 TJ0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0611
 TJ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0611
 TJ0611.The geoid height was determined by GEOID03.
 TJ0611
 TJ0611;                    North         East     Units Scale Factor Converg.
 TJ0611;SPC MT       -   456,858.684   825,211.019   MT  0.99965505   +2 13 22.0
 TJ0611;SPC MT       - 1,498,880.20  2,707,385.23   iFT  0.99965505   +2 13 22.0
 TJ0611;UTM  13      - 5,353,126.021   391,671.133   MT  0.99974419   -1 05 29.7
 TJ0611
 TJ0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0611!SPC MT       -   0.99987202  x   0.99965505  =   0.99952711
 TJ0611!UTM  13      -   0.99987202  x   0.99974419  =   0.99961624
 TJ0611
 TJ0611|---------------------------------------------------------------------|
 TJ0611| PID    Reference Object                     Distance      Geod. Az  |
 TJ0611|                                                           dddmmss.s |
 TJ0611| CQ6800 JOHNSON RM 2                         24.160 METERS 09518     |
 TJ0611| CQ6798 JOHNSON AZ MK                                      2623451.0 |
 TJ0611| CQ6799 JOHNSON RM 1                         24.060 METERS 35940     |
 TJ0611|---------------------------------------------------------------------|
 TJ0611
 TJ0611                          SUPERSEDED SURVEY CONTROL
 TJ0611
 TJ0611  NAD 83(1986)-  48 19 19.32440(N)    106 27 40.86581(W) AD(       ) 1
 TJ0611  NAD 27      -  48 19 19.23700(N)    106 27 38.74000(W) AD(       ) 1
 TJ0611  NGVD 29 (07/19/86)  833.0    (m)         2733.     (f) VERT ANG       
 TJ0611
 TJ0611.Superseded values are not recommended for survey control.
 TJ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0611.See file dsdata.txt to determine how the superseded data were derived.
 TJ0611
 TJ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP9167153126(NAD 83)
 TJ0611_MARKER: DS = TRIANGULATION STATION DISK
 TJ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0611
 TJ0611  HISTORY     - Date     Condition        Report By
 TJ0611  HISTORY     - 1934     MONUMENTED       CGS
 TJ0611  HISTORY     - 1980     GOOD             NGS
 TJ0611
 TJ0611                          STATION DESCRIPTION
 TJ0611
 TJ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0611'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF JOHN JOHNSONS
 TJ0611'PLACE ON THE HIGHEST POINT EAST OF THE ROAD AND WEST OF PORCUPINE
 TJ0611'CREEK ON A GRASSY HILL OVERLOOKING THE DRAINAGE TO THE EAST
 TJ0611'AND THE SKYLINE TO THE NORTH AND NORTHEAST, AND ABOUT 100 YARDS
 TJ0611'NORTH OF AN EAST AND WEST FENCE.
 TJ0611'
 TJ0611'THE STATION MAY BE REACHED FROM THE POST OFFICE IN NASHUA,
 TJ0611'BY GOING NORTH ACROSS THE RAILROAD TRACKS 0.3 MILE TO U.S.
 TJ0611'HIGHWAY 2.  TURN LEFT AND GO WESTERLY ON U.S. HIGHWAY 2, 0.4
 TJ0611'MILE.  TURN RIGHT OFF U.S. HIGHWAY 2 AND GO NORTHERLY UP A
 TJ0611'SMALL CANYON FOR 1.1 MILES, ALWAYS KEEPING THE MAIN-TRAVELED
 TJ0611'ROAD.  TURN RIGHT, KEEPING THE ONLY ROAD FOR 0.1 MILE.  TURN
 TJ0611'LEFT ON T-INTERSECTION AND GO 0.2 MILE.  TURN RIGHT AT ROAD
 TJ0611'T-INTERSECTION AND GO 5.3 MILES ALWAYS KEEPING THE MAIN-GRADED
 TJ0611'ROAD, WHICH MAKES SEVERAL RIGHT AND LEFT TURNS IN THE TOTAL
 TJ0611'DISTANCE.  TURN LEFT AT ROAD T-INTERSECTION.  THERE IS A
 TJ0611'PILE OF STONES AT THE BASE OF POST IN THE INTERSECTION.  GO
 TJ0611'4.0 MILES TO WHERE THE ROAD JOGS SOUTH AROUND A LOW PLACE, THEN
 TJ0611'SWINGS BACK TO THE SECTION LINE AND CONTINUES ON TO
 TJ0611'GLASGOW.  THERE IS A SMALL SCHOOLHOUSE AT THE WEST SIDE OF THE
 TJ0611'JOG.  GO NORTH FROM SCHOOLHOUSE ALONG THE SECTION LINE
 TJ0611'FOR 1.0 MILE.  TURN RIGHT AT ROAD T-INTERSECTION AND GO
 TJ0611'0.6 MILE.  TURN LEFT, OR NORTH, AND GO 1.0 MILE.  TURN
 TJ0611'RIGHT, OR EAST, AND GO 1.0 MILE.  TURN LEFT, OR NORTH, AND GO
 TJ0611'1.9 MILES.  TURN LEFT, OR WEST, AND GO 1.0 MILE.  TURN
 TJ0611'RIGHT, OR NORTH AND GO 4.1 MILES ALONG SECTION-LINE ROAD.
 TJ0611'AT CATTLE GUARD TURN RIGHT, OR EAST, AND GO ACROSS COUNTRY
 TJ0611'ALONG THE SOUTH SIDE OF FENCE 0.7 MILE.  LET THE FENCE
 TJ0611'DOWN AT THE TOP OF THE HILL AND GO NORTHEAST TO THE HIGHEST
 TJ0611'POINT, 0.1 MILE.
 TJ0611'
 TJ0611'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TJ0611'BRONZE DISKS SET IN CONCRETE.
 TJ0611'
 TJ0611'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION.
 TJ0611'
 TJ0611'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION.
 TJ0611'
 TJ0611'A 10-FOOT STAND WILL CLEAR ALL LINES.
 TJ0611
 TJ0611                          STATION RECOVERY (1980)
 TJ0611
 TJ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 TJ0611'STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS RECOVERED AS
 TJ0611'DESCRIBED.  THE 1969 U.S.G.S. RECOVERY NOTE AND TO REACH IS
 TJ0611'EXCELLENT.
 TJ0611'
 TJ0611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 TJ0611'NORTHEAST OF GLASGOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0787 ***********************************************************************
 TH0787  DESIGNATION -  JOHNSON
 TH0787  PID         -  TH0787
 TH0787  STATE/COUNTY-  MT/SHERIDAN
 TH0787  USGS QUAD   -  OUTLOOK (1983)
 TH0787
 TH0787                         *CURRENT SURVEY CONTROL
 TH0787  ___________________________________________________________________
 TH0787* NAD 83(1992)-  48 59 50.57192(N)    104 45 37.23806(W)     ADJUSTED  
 TH0787* NAVD 88     -       778.     (meters)    2552.     (feet)  SCALED    
 TH0787  ___________________________________________________________________
 TH0787  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 TH0787  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TH0787
 TH0787  HORZ ORDER  -  THIRD
 TH0787
 TH0787.The horizontal coordinates were established by classical geodetic methods
 TH0787.and adjusted by the National Geodetic Survey in July 1992..
 TH0787
 TH0787.The orthometric height was scaled from a topographic map.
 TH0787
 TH0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0787
 TH0787.The geoid height was determined by GEOID03.
 TH0787
 TH0787;                    North         East     Units Scale Factor Converg.
 TH0787;SPC MT       -   538,066.684   946,615.137   MT  0.99999839   +3 28 01.5
 TH0787;SPC MT       - 1,765,310.64  3,105,692.71   iFT  0.99999839   +3 28 01.5
 TH0787;UTM  13      - 5,427,192.317   517,529.964   MT  0.99960378   +0 10 51.1
 TH0787
 TH0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0787!SPC MT       -   0.99988098  x   0.99999839  =   0.99987937
 TH0787!UTM  13      -   0.99988098  x   0.99960378  =   0.99948480
 TH0787
 TH0787:                Primary Azimuth Mark                     Grid Az
 TH0787:SPC MT       -  ZEMPER                                   266 25 11.5
 TH0787:UTM  13      -  ZEMPER                                   269 42 21.9
 TH0787
 TH0787|---------------------------------------------------------------------|
 TH0787| PID    Reference Object                     Distance      Geod. Az  |
 TH0787|                                                           dddmmss.s |
 TH0787| TH0897 ZEMPER                              APPROX. 2.1 KM 2695313.0 |
 TH0787| TH0842 BOUNDARY MON 558 CD US              323.917 METERS 30507     |
 TH0787|---------------------------------------------------------------------|
 TH0787
 TH0787                          SUPERSEDED SURVEY CONTROL
 TH0787
 TH0787  NAD 83(1986)-  48 59 50.57207(N)    104 45 37.23897(W) AD(       ) 3
 TH0787
 TH0787.Superseded values are not recommended for survey control.
 TH0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0787.See file dsdata.txt to determine how the superseded data were derived.
 TH0787
 TH0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ1753027192(NAD 83)
 TH0787_MARKER: DD = SURVEY DISK
 TH0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0787+STABILITY: SURFACE MOTION
 TH0787
 TH0787  HISTORY     - Date     Condition        Report By
 TH0787  HISTORY     - 1911     MONUMENTED       IBC
 TH0787
 TH0787                          STATION DESCRIPTION
 TH0787
 TH0787'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0787'ABOUT 300 METERS SOUTHEAST OF THE INTERNATIONAL BOUNDARY MONUMENT
 TH0787'558, IN NE 1/4 SECTION 5, TOWNSHIP 37 N, RANGE 53 E, PRINCIPAL
 TH0787'MERIDIAN.  THE STATION IS ON THE FLAT BENCH CROSSING THE BOUNDARY.
 TH0787'A DEEP GULLY LIES JUST WEST OF THE STATION.
 TH0787'
 TH0787'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0787'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0836 ***********************************************************************
 TN0836  DESIGNATION -  JOHNSON PEAK LOOKOUT TOWER
 TN0836  PID         -  TN0836
 TN0836  STATE/COUNTY-  MT/FLATHEAD
 TN0836  USGS QUAD   -  JOHNSON PEAK (1994)
 TN0836
 TN0836                         *CURRENT SURVEY CONTROL
 TN0836  ___________________________________________________________________
 TN0836* NAD 83(1992)-  48 26 59.08929(N)    114 41 10.67437(W)     ADJUSTED  
 TN0836* NAVD 88     -      1833.6    (meters)    6016.     (feet)  VERTCON   
 TN0836  ___________________________________________________________________
 TN0836  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 TN0836  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 TN0836
 TN0836  HORZ ORDER  -  THIRD
 TN0836
 TN0836.The horizontal coordinates were established by classical geodetic methods
 TN0836.and adjusted by the National Geodetic Survey in July 1992..
 TN0836
 TN0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0836
 TN0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0836
 TN0836.The geoid height was determined by GEOID03.
 TN0836
 TN0836;                    North         East     Units Scale Factor Converg.
 TN0836;SPC MT       -   479,379.725   216,738.376   MT  0.99970901   -3 47 37.7
 TN0836;SPC MT       - 1,572,768.13    711,083.91   iFT  0.99970901   -3 47 37.7
 TN0836;UTM  11      - 5,368,875.452   671,080.753   MT  0.99995961   +1 43 55.0
 TN0836
 TN0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0836!SPC MT       -   0.99971514  x   0.99970901  =   0.99942424
 TN0836!UTM  11      -   0.99971514  x   0.99995961  =   0.99967476
 TN0836
 TN0836                          SUPERSEDED SURVEY CONTROL
 TN0836
 TN0836  NAD 83(1986)-  48 26 59.09854(N)    114 41 10.67325(W) AD(       ) 4
 TN0836  NAD 27      -  48 26 59.23026(N)    114 41 07.15496(W) AD(       ) 3
 TN0836  NGVD 29 (07/19/86) 1832.3    (m)         6011.     (f) VERT ANG       
 TN0836
 TN0836.Superseded values are not recommended for survey control.
 TN0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0836.See file dsdata.txt to determine how the superseded data were derived.
 TN0836
 TN0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP7108168875(NAD 83)
 TN0836
 TN0836  HISTORY     - Date     Condition        Report By
 TN0836  HISTORY     - 1959     MONUMENTED       CGS
 TN0836  HISTORY     - 1963     GOOD             USGS
 TN0836
 TN0836                          STATION DESCRIPTION
 TN0836
 TN0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0836'STATION IS LOCATED ABOUT 16 MILES WEST AND 3 MILES NORTH OF
 TN0836'WHITEFISH, 5-1/2 MILES WEST-NORTHWEST OF THE NORTHWEST END
 TN0836'OF TALLY LAKE, 5 MILES NORTH-NORTHEAST OF THE STAR MEADOWS
 TN0836'RANGER STATION, IN THE EAST CENTRAL PORTION OF SECTION 17,
 TN0836'T 31 N, R 24 W, ON JOHNSON PEAK IN THE FLATHEAD NATIONAL
 TN0836'FOREST.
 TN0836'
 TN0836'IT IS A GALVANIZED SHEET METAL, WINDOWED CABIN ELEVATED BY
 TN0836'A 4-LEGGED STRUCTURAL STEEL FRAMEWORK HAVING AN OVERALL HEIGHT
 TN0836'OF 90 FEET.  A TRAVERSE CONNECTION WAS MADE FROM THE DETERMINED
 TN0836'CENTER OF THE LOOKOUT TOWER TO TRIANGULATION STATION JOHNSON,
 TN0836'THE DISTANCE BEING 1.953 METERS OR 6.41 FEET.
 TN0836
 TN0836                          STATION RECOVERY (1963)
 TN0836
 TN0836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JTD)
 TN0836'STATION MARK--STANDARD USC AND GS DISK BRAZED TO THE TOP OF A 3 IN.
 TN0836'IRON PIPE PROJECTING 4 IN. AND STAMPED ---JOHNSON 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0630 ***********************************************************************
 QY0630  DESIGNATION -  JOHNSON RM
 QY0630  PID         -  QY0630
 QY0630  STATE/COUNTY-  MT/RAVALLI
 QY0630  USGS QUAD   -  BENDER POINT (1994)
 QY0630
 QY0630                         *CURRENT SURVEY CONTROL
 QY0630  ___________________________________________________________________
 QY0630* NAD 83(1992)-  45 50 16.69513(N)    113 42 46.66349(W)     ADJUSTED  
 QY0630* NAVD 88     -      2706.6    (meters)    8880.     (feet)  VERTCON   
 QY0630  ___________________________________________________________________
 QY0630  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 QY0630  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 QY0630
 QY0630  HORZ ORDER  -  SECOND
 QY0630
 QY0630.The horizontal coordinates were established by classical geodetic methods
 QY0630.and adjusted by the National Geodetic Survey in July 1992..
 QY0630
 QY0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0630
 QY0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0630
 QY0630.The geoid height was determined by GEOID03.
 QY0630
 QY0630;                    North         East     Units Scale Factor Converg.
 QY0630;SPC MT       -   185,272.950   272,987.265   MT  0.99960052   -3 04 54.5
 QY0630;SPC MT       -   607,850.89    895,627.51   iFT  0.99960052   -3 04 54.5
 QY0630;UTM  12      - 5,079,624.699   289,318.939   MT  1.00014571   -1 56 48.9
 QY0630
 QY0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0630!SPC MT       -   0.99957791  x   0.99960052  =   0.99917860
 QY0630!UTM  12      -   0.99957791  x   1.00014571  =   0.99972356
 QY0630
 QY0630|---------------------------------------------------------------------|
 QY0630| PID    Reference Object                     Distance      Geod. Az  |
 QY0630|                                                           dddmmss.s |
 QY0630| CN4649 JOHNSON RM 1                         10.450 METERS 00426     |
 QY0630| CN4650 JOHNSON RM 2                          8.360 METERS 08721     |
 QY0630| RX0986 KENT                                APPROX.25.9 KM 3455511.2 |
 QY0630|---------------------------------------------------------------------|
 QY0630
 QY0630                          SUPERSEDED SURVEY CONTROL
 QY0630
 QY0630  NAD 83(1986)-  45 50 16.69152(N)    113 42 46.66240(W) AD(       ) 2
 QY0630  NAD 27      -  45 50 16.97281(N)    113 42 43.39742(W) AD(       ) 2
 QY0630  NGVD 29 (07/19/86) 2705.2    (m)         8875.     (f) VERT ANG       
 QY0630
 QY0630.Superseded values are not recommended for survey control.
 QY0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0630.See file dsdata.txt to determine how the superseded data were derived.
 QY0630
 QY0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR8931979625(NAD 83)
 QY0630_MARKER: Z = SEE DESCRIPTION
 QY0630_SETTING: 0 = UNSPECIFIED SETTING
 QY0630
 QY0630  HISTORY     - Date     Condition        Report By
 QY0630  HISTORY     - 1965     MONUMENTED       USFS
 QY0630
 QY0630                          STATION DESCRIPTION
 QY0630
 QY0630'DESCRIBED BY US FOREST SERVICE 1965
 QY0630'STATION IS LOCATED ON A BIG FLAT BURNT ROCK HILL ON THE
 QY0630'CONTINENTAL DIVIDE, BOUNDRY BETWEEN RAVALLI-BEAVERHEAD COUNTIES,
 QY0630'THE DIVIDE TRAIL PASSES ALONG THE SOUTH SLOPE OF THE HILL.
 QY0630'
 QY0630'ROUTE TO STATION--PROCEED TO EAST FORK GUARD STATION, TURN
 QY0630'SOUTH ON ROAD JUST BEFORE REACHING GUARD STATION AND FOLLOW
 QY0630'ROAD TO END.  TAKE TRAIL THAT GOES TO MC CART LOOKOUT FOLLOW
 QY0630'TRAIL IN SOUTHEASTERLY DIRECTION ABOUT SIX MILES TO STATION.
 QY0630'
 QY0630'STATION MARK--USGS TRIANGULATION TABLET SET AT SIDE OF CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0553 ***********************************************************************
 SQ0553  DESIGNATION -  JOKER
 SQ0553  PID         -  SQ0553
 SQ0553  STATE/COUNTY-  MT/GARFIELD
 SQ0553  USGS QUAD   -  BARNEY PINNACLE (1967)
 SQ0553
 SQ0553                         *CURRENT SURVEY CONTROL
 SQ0553  ___________________________________________________________________
 SQ0553* NAD 83(1992)-  47 02 15.05473(N)    107 46 50.85723(W)     ADJUSTED  
 SQ0553* NAVD 88     -       962.6    (meters)    3158.     (feet)  VERTCON   
 SQ0553  ___________________________________________________________________
 SQ0553  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 SQ0553  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 SQ0553
 SQ0553  HORZ ORDER  -  SECOND
 SQ0553
 SQ0553.The horizontal coordinates were established by classical geodetic methods
 SQ0553.and adjusted by the National Geodetic Survey in July 1992..
 SQ0553
 SQ0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0553
 SQ0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0553
 SQ0553.The geoid height was determined by GEOID03.
 SQ0553
 SQ0553;                    North         East     Units Scale Factor Converg.
 SQ0553;SPC MT       -   311,178.561   730,574.568   MT  0.99939273   +1 15 27.4
 SQ0553;SPC MT       - 1,020,927.04  2,396,898.19   iFT  0.99939273   +1 15 27.4
 SQ0553;UTM  13      - 5,213,086.119   288,742.387   MT  1.00014855   -2 02 08.6
 SQ0553
 SQ0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0553!SPC MT       -   0.99985140  x   0.99939273  =   0.99924423
 SQ0553!UTM  13      -   0.99985140  x   1.00014855  =   0.99999993
 SQ0553
 SQ0553:                Primary Azimuth Mark                     Grid Az
 SQ0553:SPC MT       -  SAGE                                     209 33 01.1
 SQ0553:UTM  13      -  SAGE                                     212 50 37.1
 SQ0553
 SQ0553|---------------------------------------------------------------------|
 SQ0553| PID    Reference Object                     Distance      Geod. Az  |
 SQ0553|                                                           dddmmss.s |
 SQ0553| RU0620 SAGE                                APPROX. 7.4 KM 2104828.5 |
 SQ0553| CQ6801 JOKER RM 1                           13.432 METERS 25535     |
 SQ0553| CQ6802 JOKER RM 2                           14.350 METERS 34750     |
 SQ0553|---------------------------------------------------------------------|
 SQ0553
 SQ0553                          SUPERSEDED SURVEY CONTROL
 SQ0553
 SQ0553  NAD 83(1986)-  47 02 15.05115(N)    107 46 50.83649(W) AD(       ) 2
 SQ0553  NAD 27      -  47 02 15.07914(N)    107 46 48.44891(W) AD(       ) 2
 SQ0553  NGVD 29 (07/19/86)  961.9    (m)         3156.     (f) VERT ANG       
 SQ0553
 SQ0553.Superseded values are not recommended for survey control.
 SQ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0553.See file dsdata.txt to determine how the superseded data were derived.
 SQ0553
 SQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN8874213086(NAD 83)
 SQ0553
 SQ0553  HISTORY     - Date     Condition        Report By
 SQ0553  HISTORY     - 1962     MONUMENTED       USGS
 SQ0553  HISTORY     - 1967     GOOD             CGS
 SQ0553
 SQ0553                          STATION DESCRIPTION
 SQ0553
 SQ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (GDF)
 SQ0553'THE STATION IS LOCATED N. 56 DEG E., ABOUT 6 MI. (AIRLINE) FROM
 SQ0553'MOSBY, MONTANA.  S. 73 DEG W. ABOUT 14 MI. (AIRLINE) FROM SAND
 SQ0553'SPRINGS, MONTANA.  THE STATION IS LOCATED IN THE SW 1/4, SEC. 21,
 SQ0553'T.15N., R.31E., ON THE N. END OF SMALL MESA W. OF TRACK RD. AT
 SQ0553'SMALL SADDLE.
 SQ0553'
 SQ0553'STATION MARK--A STANDARD USGS ALUMINUM TABLET SET IN THE TOP OF
 SQ0553'A CONCRETE POST PROJECTING 0.4 FT. AND STAMPED JOKER E.T. 1962.
 SQ0553'
 SQ0553'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REF. MK. TABLET SET
 SQ0553'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE
 SQ0553'GROUND.  AND STAMPED JOKER E.T. 1962, 1967 NO. 1.
 SQ0553'
 SQ0553'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REF. MK. TABLET
 SQ0553'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN
 SQ0553'A 6 IN. TILE 12 IN. LONG, FILLED WITH GRAVEL AND FLUSH WITH
 SQ0553'GROUND.  AND IS STAMPED JOKER ET. 1967 NO. 2.
 SQ0553'
 SQ0553'THE DISTANCE BETWEEN REF. MK. NO. 1 AND REF. MK. NO. 2 IS 65.74
 SQ0553'FT. (20.038 METERS).
 SQ0553'
 SQ0553'SAGE E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 SQ0553'AZIMUTH MARK.
 SQ0553'
 SQ0553'NO UNDERGROUND MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0552 ***********************************************************************
 QW0552  DESIGNATION -  JOLIET
 QW0552  PID         -  QW0552
 QW0552  STATE/COUNTY-  MT/CARBON
 QW0552  USGS QUAD   -  FROMBERG (1956)
 QW0552
 QW0552                         *CURRENT SURVEY CONTROL
 QW0552  ___________________________________________________________________
 QW0552* NAD 83(1993)-  45 24 00.51096(N)    108 57 28.89966(W)     ADJUSTED  
 QW0552* NAVD 88     -      1382.1    (meters)    4534.     (feet)  VERTCON   
 QW0552  ___________________________________________________________________
 QW0552  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 QW0552  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 QW0552
 QW0552  HORZ ORDER  -  THIRD
 QW0552
 QW0552.The horizontal coordinates were established by classical geodetic methods
 QW0552.and adjusted by the National Geodetic Survey in January 1997..
 QW0552
 QW0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0552
 QW0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0552
 QW0552.The geoid height was determined by GEOID03.
 QW0552
 QW0552;                    North         East     Units Scale Factor Converg.
 QW0552;SPC MT       -   127,976.217   642,424.790   MT  0.99978338   +0 23 47.2
 QW0552;SPC MT       -   419,869.48  2,107,692.88   iFT  0.99978338   +0 23 47.2
 QW0552;UTM  12      - 5,029,430.816   659,814.100   MT  0.99991403   +1 27 15.3
 QW0552
 QW0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0552!SPC MT       -   0.99978523  x   0.99978338  =   0.99956865
 QW0552!UTM  12      -   0.99978523  x   0.99991403  =   0.99969928
 QW0552
 QW0552:                Primary Azimuth Mark                     Grid Az
 QW0552:SPC MT       -  EDGAR                                    075 23 30.5
 QW0552:UTM  12      -  EDGAR                                    074 20 02.4
 QW0552
 QW0552|---------------------------------------------------------------------|
 QW0552| PID    Reference Object                     Distance      Geod. Az  |
 QW0552|                                                           dddmmss.s |
 QW0552| QW0551 EDGAR                               APPROX.12.4 KM 0754717.7 |
 QW0552|---------------------------------------------------------------------|
 QW0552
 QW0552                          SUPERSEDED SURVEY CONTROL
 QW0552
 QW0552  NAD 83(1992)-  45 24 00.50917(N)    108 57 28.89805(W) AD(       ) 3
 QW0552  NAD 83(1986)-  45 24 00.51067(N)    108 57 28.88098(W) AD(       ) 3
 QW0552  NAD 27      -  45 24 00.70012(N)    108 57 26.35020(W) AD(       ) 3
 QW0552  NGVD 29 (07/19/86) 1381.3    (m)         4532.     (f) VERT ANG       
 QW0552
 QW0552.Superseded values are not recommended for survey control.
 QW0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0552.See file dsdata.txt to determine how the superseded data were derived.
 QW0552
 QW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR5981429431(NAD 83)
 QW0552_MARKER: DD = SURVEY DISK
 QW0552_SETTING: 0 = UNSPECIFIED SETTING
 QW0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0552
 QW0552  HISTORY     - Date     Condition        Report By
 QW0552  HISTORY     - 1952     MONUMENTED       USGS
 QW0552
 QW0552                          STATION DESCRIPTION
 QW0552
 QW0552'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0552'STATION LIES IN SEC.13, T.5 S., R.22 E., ABOUT 2.5 MI. AIR W. OF
 QW0552'FROMBERG, MONTANA, AND ABOUT 6 MI. AIR S. OF JOLIET,MONTANA, ON
 QW0552'HIGHEST POINT OF A LONG NS. BUTTE.
 QW0552'
 QW0552'TO REACH STATION FROM THE JOLIET, MONTANA POST OFFICE, GO S. ACROSS
 QW0552'ROCK CREEK, AND AT 0.3 MI. ABOUT 100 FT. FROM BRIDGE A T-RD.LEFT,
 QW0552'CONTINUE STRAIGHT 0.15 MI. TO T-RD. TAKE LEFT FORK AND GO 1.85 FT.
 QW0552'JUST ACROSS ELBOW CREEK TO DIRT RD. RIGHT, TURN RIGHT ON GRADED DIRT
 QW0552'RD. AND GO 1.8 MI. ALONG FENCE, AROUND CORNER TO POWER LINE AND END
 QW0552'OF GRADING, TURN RIGHT ON FIELD RD. AND GO 0.8 MI. TO Y-RD. TAKE RIGHT
 QW0552'FORK AND GO 1.2 MI. TO SADDLE AND DIM RD. LEFT UP HILL, TURN LEFT ON
 QW0552'DIM RD. AND GO 0.3 MI. TO TOP OF BUTTE, FOLLOW DIM RD. RIGHT S. ALONG
 QW0552'W. EDGE OF BUTTE 0.5 MI. TO SMALL TOP AND STATION.
 QW0552'
 QW0552'STATION MARK - STANDARD BRONZE TABLET SET IN CONCRETE POST PROJECTING
 QW0552'0.5 FT., STAMPED ---JOLIET 1952---.
 QW0552'
 QW0552'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0693 ***********************************************************************
 QX0693  DESIGNATION -  JOMAHA
 QX0693  PID         -  QX0693
 QX0693  STATE/COUNTY-  MT/PARK
 QX0693  USGS QUAD   -  THE PYRAMID (1987)
 QX0693
 QX0693                         *CURRENT SURVEY CONTROL
 QX0693  ___________________________________________________________________
 QX0693* NAD 83(1992)-  45 18 02.23218(N)    110 28 12.91416(W)     ADJUSTED  
 QX0693* NAVD 88     -      2600.3    (meters)    8531.     (feet)  VERTCON   
 QX0693  ___________________________________________________________________
 QX0693  LAPLACE CORR-          11.57  (seconds)                    DEFLEC99
 QX0693  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 QX0693
 QX0693  HORZ ORDER  -  THIRD
 QX0693
 QX0693.The horizontal coordinates were established by classical geodetic methods
 QX0693.and adjusted by the National Geodetic Survey in July 1992..
 QX0693
 QX0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0693
 QX0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0693
 QX0693.The geoid height was determined by GEOID03.
 QX0693
 QX0693;                    North         East     Units Scale Factor Converg.
 QX0693;SPC MT       -   117,242.096   523,914.313   MT  0.99983285   -0 42 35.1
 QX0693;SPC MT       -   384,652.55  1,718,878.98   iFT  0.99983285   -0 42 35.1
 QX0693;UTM  12      - 5,016,482.840   541,533.181   MT  0.99962121   +0 22 35.6
 QX0693
 QX0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0693!SPC MT       -   0.99959382  x   0.99983285  =   0.99942674
 QX0693!UTM  12      -   0.99959382  x   0.99962121  =   0.99921518
 QX0693
 QX0693:                Primary Azimuth Mark                     Grid Az
 QX0693:SPC MT       -  BOULDER                                  344 35 01.5
 QX0693:UTM  12      -  BOULDER                                  343 29 50.8
 QX0693
 QX0693|---------------------------------------------------------------------|
 QX0693| PID    Reference Object                     Distance      Geod. Az  |
 QX0693|                                                           dddmmss.s |
 QX0693| QX0694 BOULDER                             APPROX. 5.0 KM 3435226.4 |
 QX0693|---------------------------------------------------------------------|
 QX0693
 QX0693                          SUPERSEDED SURVEY CONTROL
 QX0693
 QX0693  NAD 83(1986)-  45 18 02.22409(N)    110 28 12.90562(W) AD(       ) 3
 QX0693  NAD 27      -  45 18 02.44804(N)    110 28 10.18171(W) AD(       ) 3
 QX0693  NGVD 29 (07/19/86) 2599.0    (m)         8527.     (f) VERT ANG       
 QX0693
 QX0693.Superseded values are not recommended for survey control.
 QX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0693.See file dsdata.txt to determine how the superseded data were derived.
 QX0693
 QX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4153316483(NAD 83)
 QX0693_MARKER: DD = SURVEY DISK
 QX0693_SETTING: 66 = SET IN ROCK OUTCROP
 QX0693_SP_SET: SET IN ROCK OUTCROP
 QX0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0693+STABILITY: POSITION/ELEVATION WELL
 QX0693
 QX0693  HISTORY     - Date     Condition        Report By
 QX0693  HISTORY     - 1951     MONUMENTED       USGS
 QX0693
 QX0693                          STATION DESCRIPTION
 QX0693
 QX0693'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0693'STATION IS LOCATED ABOUT 19 MI. (AIRLINE) N. AND 11 MI. (AIRLINE) E.
 QX0693'OF GARDINER, MONTANA, ON A GRASSY TOP THAT FORMS PART OF A N-S. RIDGE
 QX0693'BETWEEN MILL CREEK AND EAST FORK MILL CREEK.  IT IS ON THE HIGHEST
 QX0693'POINT FOR 2 MI. IN ALL DIRECTIONS, ABOUT 125 YDS. NE. OF MILL CREEK,
 QX0693'EAST FORK TRAIL JUNCTION.
 QX0693'
 QX0693'TO REACH STATION FROM YELLOWSTONE RIVER BRIDGE IN GARDINER, MONTANA,
 QX0693'PROCEED N. ON U.S. HIGHWAY NO. 89 FOR 36.0 MI. TO RD. JUNCTION AT
 QX0693'PRAY, MONTANA, TURN RIGHT (SE.) ON GRAVEL RD. FOR 9.0 MI. TO MILL
 QX0693'CREEK, EAST FORK, RD. JUNCTION, THENCE RIGHT (SE.) FOR 3.0 MI. TO
 QX0693'SIGN ON RIGHT (JOMAHA TRAIL NO. 52) AND END OF TRUCK TRAVEL.  WITH
 QX0693'HORSES FOLLOW TRAIL NO. 52 (NORTHERLY) TO TOP OF DIVIDE, THENCE E.
 QX0693'ON MAIN TRAIL FOR ABOUT 5.0 MI. TO EAST FORK TRAIL JUNCTION, THENCE
 QX0693'NE. TO E. EDGE OF TOP AND STATION.
 QX0693'
 QX0693'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, AND STAMPED
 QX0693'---JOMAHA 1951---.
 QX0693'
 QX0693'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0817 ***********************************************************************
 TM0817  DESIGNATION -  JONES
 TM0817  PID         -  TM0817
 TM0817  STATE/COUNTY-  MT/TETON
 TM0817  USGS QUAD   -  PENDROY (1985)
 TM0817
 TM0817                         *CURRENT SURVEY CONTROL
 TM0817  ___________________________________________________________________
 TM0817* NAD 83(1992)-  48 02 14.03195(N)    112 22 32.98558(W)     ADJUSTED  
 TM0817* NAVD 88     -      1376.     (meters)    4514.     (feet)  SCALED    
 TM0817  ___________________________________________________________________
 TM0817  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 TM0817  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 TM0817
 TM0817  HORZ ORDER  -  THIRD
 TM0817
 TM0817.The horizontal coordinates were established by classical geodetic methods
 TM0817.and adjusted by the National Geodetic Survey in July 1992..
 TM0817
 TM0817.The orthometric height was scaled from a topographic map.
 TM0817
 TM0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0817
 TM0817.The geoid height was determined by GEOID03.
 TM0817
 TM0817;                    North         East     Units Scale Factor Converg.
 TM0817;SPC MT       -   424,768.573   385,688.700   MT  0.99955300   -2 06 13.3
 TM0817;SPC MT       - 1,393,597.68  1,265,382.87   iFT  0.99955300   -2 06 13.3
 TM0817;UTM  12      - 5,321,353.990   397,444.215   MT  0.99972924   -1 01 23.3
 TM0817
 TM0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0817!SPC MT       -   0.99978658  x   0.99955300  =   0.99933968
 TM0817!UTM  12      -   0.99978658  x   0.99972924  =   0.99951588
 TM0817
 TM0817:                Primary Azimuth Mark                     Grid Az
 TM0817:SPC MT       -  BYNUM CHURCH SPIRE                       147 47 38.8
 TM0817:UTM  12      -  BYNUM CHURCH SPIRE                       146 42 48.8
 TM0817
 TM0817|---------------------------------------------------------------------|
 TM0817| PID    Reference Object                     Distance      Geod. Az  |
 TM0817|                                                           dddmmss.s |
 TM0817| ST0488 BYNUM CHURCH SPIRE                  APPROX. 8.0 KM 1454125.5 |
 TM0817|---------------------------------------------------------------------|
 TM0817
 TM0817                          SUPERSEDED SURVEY CONTROL
 TM0817
 TM0817  NAD 83(1986)-  48 02 14.03517(N)    112 22 32.97692(W) AD(       ) 3
 TM0817  NAD 27      -  48 02 14.16404(N)    112 22 29.81601(W) AD(       ) 3
 TM0817
 TM0817.Superseded values are not recommended for survey control.
 TM0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0817.See file dsdata.txt to determine how the superseded data were derived.
 TM0817
 TM0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU9744421354(NAD 83)
 TM0817
 TM0817  HISTORY     - Date     Condition        Report By
 TM0817  HISTORY     - 1935     MONUMENTED       USGS
 TM0817  HISTORY     - 1960     GOOD             DMA
 TM0817  HISTORY     - 1988     GOOD             USAF
 TM0817
 TM0817                          STATION DESCRIPTION
 TM0817
 TM0817'DESCRIBED BY DEFENSE MAP AGENCY 1960
 TM0817'LOCATED 8.0 MI. (BY RD.) SW. OF PENDROY, ON LAND OWNED BY W. D. JONES.
 TM0817'STATION IS ON SOUTHERN BOUNDARY OF JONES RANCH, WHICH IS MARKED BY
 TM0817'E-W. FENCE LINE NEAR WHERE MESA BREAKS AND SLOPES TO THE S.,
 TM0817'ABOUT 0.25 MI. W. OF A THREE WAY FENCE CORNER AND 7 FT. N. OF E-W.
 TM0817'FENCE.
 TM0817'
 TM0817'TO REACH STATION FROM PENDROY, DRIVE W. 1.6 MI. TO U.S. HIGHWAY 87,
 TM0817'THENCE LEFT (S.) ON HIGHWAY 87 3.0 MI. TO T-RD. W., THENCE RIGHT
 TM0817'(WESTERLY) 2.0 MI. TO W. D. JONES RANCH HOUSE, THENCE THROUGH GATE
 TM0817'AT SE. CORNER OF BARN, CROSSING SHALLOW COULEE, KEEPING A SOUTHERLY
 TM0817'DIRECTION UP SLOPE ON E. SIDE OF N-S. FENCE TO TOP OF MESA, THENCE
 TM0817'SOUTHEASTERLY TO STATION.
 TM0817'
 TM0817'RECOVERED.
 TM0817'
 TM0817'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---JONES 1935---,
 TM0817'CEMENTED IN BOULDER SET IN GROUND AND FLUSH WITH GROUND SURFACE.
 TM0817'
 TM0817'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---JONES
 TM0817'NO. 1 1935---, CEMENTED IN BOULDER SET IN GROUND, 1 FT. N. OF
 TM0817'FENCE, N 73 DEG 06 MIN E.
 TM0817'
 TM0817'REFERENCE MARK NO. 2--A 1 IN. DRILL HOLE, 2 IN. DEEP, IN BOULDER
 TM0817'SET IN GROUND, S 04 DEG 43 MIN E.
 TM0817
 TM0817                          STATION RECOVERY (1988)
 TM0817
 TM0817'RECOVERY NOTE BY US AIR FORCE 1988 (ESL)
 TM0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0423 ***********************************************************************
 TK0423  DESIGNATION -  JONES ET
 TK0423  PID         -  TK0423
 TK0423  STATE/COUNTY-  MT/PHILLIPS
 TK0423  USGS QUAD   -  WEST ALKALI RESERVOIR (1965)
 TK0423
 TK0423                         *CURRENT SURVEY CONTROL
 TK0423  ___________________________________________________________________
 TK0423* NAD 83(1992)-  48 11 19.01534(N)    108 04 10.92793(W)     ADJUSTED  
 TK0423* NAVD 88     -       786.     (meters)    2579.     (feet)  VERTCON   
 TK0423  ___________________________________________________________________
 TK0423  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TK0423  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TK0423
 TK0423  HORZ ORDER  -  THIRD
 TK0423
 TK0423.The horizontal coordinates were established by classical geodetic methods
 TK0423.and adjusted by the National Geodetic Survey in July 1992..
 TK0423
 TK0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0423
 TK0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0423
 TK0423.The geoid height was determined by GEOID03.
 TK0423
 TK0423;                    North         East     Units Scale Factor Converg.
 TK0423;SPC MT       -   438,630.060   706,298.822   MT  0.99960410   +1 02 46.6
 TK0423;SPC MT       - 1,439,075.00  2,317,253.35   iFT  0.99960410   +1 02 46.6
 TK0423;UTM  12      - 5,341,416.894   717,778.618   MT  1.00018278   +2 11 05.8
 TK0423;UTM  13      - 5,341,821.553   271,861.971   MT  1.00023955   -2 17 20.3
 TK0423
 TK0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0423!SPC MT       -   0.99987946  x   0.99960410  =   0.99948361
 TK0423!UTM  12      -   0.99987946  x   1.00018278  =   1.00006222
 TK0423!UTM  13      -   0.99987946  x   1.00023955  =   1.00011898
 TK0423
 TK0423:                Primary Azimuth Mark                     Grid Az
 TK0423:SPC MT       -  MUD ET                                   038 45 58.7
 TK0423:UTM  12      -  MUD ET                                   037 37 39.5
 TK0423:UTM  13      -  MUD ET                                   042 06 05.6
 TK0423
 TK0423|---------------------------------------------------------------------|
 TK0423| PID    Reference Object                     Distance      Geod. Az  |
 TK0423|                                                           dddmmss.s |
 TK0423| TJ0650 MUD ET                              APPROX. 8.3 KM 0394845.3 |
 TK0423|---------------------------------------------------------------------|
 TK0423
 TK0423                          SUPERSEDED SURVEY CONTROL
 TK0423
 TK0423  NAD 83(1986)-  48 11 19.00956(N)    108 04 10.91734(W) AD(       ) 3
 TK0423  NAD 27      -  48 11 19.01504(N)    108 04 08.47337(W) AD(       ) 3
 TK0423  NGVD 29 (07/19/86)  785.     (m)         2575.     (f) VERT ANG       
 TK0423
 TK0423.Superseded values are not recommended for survey control.
 TK0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0423.See file dsdata.txt to determine how the superseded data were derived.
 TK0423
 TK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU1777941417(NAD 83)
 TK0423_MARKER: DD = SURVEY DISK
 TK0423_SETTING: 0 = UNSPECIFIED SETTING
 TK0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0423
 TK0423  HISTORY     - Date     Condition        Report By
 TK0423  HISTORY     - 1965     MONUMENTED       USGS
 TK0423
 TK0423                          STATION DESCRIPTION
 TK0423
 TK0423'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 TK0423'STATION IS ABOUT 15 MI. SW. OF MALTA.
 TK0423'
 TK0423'TO REACH FROM MALTA POST OFFICE, GO SW. ON U.S. HIGHWAY 191 14.9 MI.
 TK0423'TO MAIL BOX AND BLADED RD. E.  TURN LEFT (E.) 0.2 MI. ON BLADED RD.
 TK0423'AND TURN N. CROSS COUNTRY 0.1 MI. TO GRASSY KNOLL AND STATION.
 TK0423'
 TK0423'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.3
 TK0423'FT., STAMPED ---JONES-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0670 ***********************************************************************
 TL0670  DESIGNATION -  JOPLIN
 TL0670  PID         -  TL0670
 TL0670  STATE/COUNTY-  MT/HILL
 TL0670  USGS QUAD   -  INVERNESS (1972)
 TL0670
 TL0670                         *CURRENT SURVEY CONTROL
 TL0670  ___________________________________________________________________
 TL0670* NAD 83(1992)-  48 35 15.91206(N)    110 44 16.68883(W)     ADJUSTED  
 TL0670* NAVD 88     -      1047.34   (+/-2cm)    3436.1    (feet)  VERTCON   
 TL0670  ___________________________________________________________________
 TL0670  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 TL0670  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 TL0670
 TL0670  HORZ ORDER  -  FIRST
 TL0670  VERT ORDER  -  THIRD ? (See Below)
 TL0670
 TL0670.The horizontal coordinates were established by classical geodetic methods
 TL0670.and adjusted by the National Geodetic Survey in July 1992..
 TL0670
 TL0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0670.The vertical order pertains to the NGVD 29 superseded value.
 TL0670
 TL0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0670
 TL0670.The geoid height was determined by GEOID03.
 TL0670
 TL0670;                    North         East     Units Scale Factor Converg.
 TL0670;SPC MT       -   482,750.337   508,694.883   MT  0.99977305   -0 54 20.1
 TL0670;SPC MT       - 1,583,826.56  1,668,946.47   iFT  0.99977305   -0 54 20.1
 TL0670;UTM  12      - 5,381,663.062   519,323.264   MT  0.99960459   +0 11 47.5
 TL0670
 TL0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0670!SPC MT       -   0.99983829  x   0.99977305  =   0.99961137
 TL0670!UTM  12      -   0.99983829  x   0.99960459  =   0.99944294
 TL0670
 TL0670|---------------------------------------------------------------------|
 TL0670| PID    Reference Object                     Distance      Geod. Az  |
 TL0670|                                                           dddmmss.s |
 TL0670| CQ6803 JOPLIN RM 1                         151.450 METERS 24604     |
 TL0670| TL0544 GOLD BUTTE                          APPROX.55.1 KM 3015723.0 |
 TL0670| TL0529 HAYSTACK BUTTE                      APPROX.41.2 KM 3025414.0 |
 TL0670| CQ6804 JOPLIN RM 2                         107.700 METERS 30504     |
 TL0670| TL0531 SWEETGRASS                          APPROX.43.5 KM 3171949.3 |
 TL0670|---------------------------------------------------------------------|
 TL0670
 TL0670                          SUPERSEDED SURVEY CONTROL
 TL0670
 TL0670  NAD 83(1986)-  48 35 15.91378(N)    110 44 16.68207(W) AD(       ) 1
 TL0670  NAD 27      -  48 35 15.94029(N)    110 44 13.82800(W) AD(       ) 1
 TL0670  NGVD 29 (07/19/86) 1046.44   (m)         3433.2    (f) LEVELING    3  
 TL0670
 TL0670.Superseded values are not recommended for survey control.
 TL0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0670.See file dsdata.txt to determine how the superseded data were derived.
 TL0670
 TL0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU1932381663(NAD 83)
 TL0670_MARKER: DS = TRIANGULATION STATION DISK
 TL0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0670
 TL0670  HISTORY     - Date     Condition        Report By
 TL0670  HISTORY     - 1923     MONUMENTED       CGS
 TL0670  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TL0670  HISTORY     - 1963     SEE DESCRIPTION  USGS
 TL0670
 TL0670                          STATION DESCRIPTION
 TL0670
 TL0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (JS)
 TL0670'STATION IS ON THE HIGHEST POINT OF A HIGH, PROMINENT RIDGE,
 TL0670'ABOUT 2 MILES N AND 1-1/2 MILES E OF JOPLIN, MONTANA.  THE
 TL0670'STATION IS ON A SMALL KNOLL ABOUT 150 METERS NW OF POINT WHERE
 TL0670'A GOOD ROAD CROSSES THE RIDGE.  THE STATION IS NEAR THE NW CORNER
 TL0670'OF THE SE QUARTER OF SEC. 20, T 33 N, R 8 E.
 TL0670'
 TL0670'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 TL0670'IN CONCRETE.  REFERENCE MARKS
 TL0670'ARE STANDARD BRONZE DISKS IN BOULDERS.
 TL0670'
 TL0670'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.05 METERS.
 TL0670
 TL0670                          STATION RECOVERY (1960)
 TL0670
 TL0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJJ)
 TL0670'STATION MARK WAS FOUND DESTROYED.  THE MARK WAS FOUND IN A ROCK
 TL0670'PILE AND APPARENTLY IT HAD BEEN PULLED OUT OF THE GROUND.
 TL0670'
 TL0670'REFERENCE MARK NO. 1 AND NO. 2 WERE NOT RECOVERED.
 TL0670
 TL0670                          STATION RECOVERY (1963)
 TL0670
 TL0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TL0670'SURFACE MARK FOUND DESTROYED.  UNDERGROUND IN GOOD CONDITION.
 TL0670'R.M. 1 WAS NOT FOUND.  R.M. 2 WAS IN GOOD CONDITION.
 TL0670'
 TL0670'R.M. 2 WAS OCCUPIED AND A BACKSIGHT TAKEN TO MOST WESTERLY OF
 TL0670'4 GRAIN ELEVATORS IN JOPLIN.  POINT SIGHTED WAS THE CENTER
 TL0670'VENT OF 3 VENTS OF THE GTA FARMERS UNION ELEVATOR LOCATED ABOUT
 TL0670'200 FEET SW OF THE JOPLIN DEPOT.  THE ANGLE TO THE UNDERGROUND
 TL0670'MARK IS 91 DEG 59 MIN 22.5 SEC AT 107.7 METERS.  THE ROAD
 TL0670'REFERRED TO IN DESCRIPTION IS NOW A GRASS FIELD LINE WITH
 TL0670'NUMEROUS ROCK PILES.  A STEEL BAR PROJECTING 1.5 FEET WAS
 TL0670'DRIVEN NEXT TO R.M. 2.
 TL0670'
 TL0670'STATION IS ON HIGHEST POINT OF A HIGH PROMINENT RIDGE ABOUT
 TL0670'2 MI. N AND 1-1/2 MI. E OF JOPLIN, NEAR THE NW CORNER OF SE
 TL0670'1/4 SEC. 20 T33N R8E.  THE SURFACE MARK HAS BEEN DESTROYED
 TL0670'BY FARM MACHINERY AND FOUND IN JUNK PILE ABOUT 150 FT NW OF
 TL0670'FORMER SITE, UNDERGROUND MARK IS 30 INCHES BELOW SURFACE OF
 TL0670'GROUND IN WHEAT FIELD.  TO REACH FROM JOPLIN, GO N ON BLACKTOP
 TL0670'ROAD 1.2 MILES TO A TRACK SECTION CROSSROAD, TURN RIGHT (E)
 TL0670'1-1/2 MI. TO A FIELD LINE N, TURN LEFT (N) ALONG FIELD LINE
 TL0670'0.5 MI. TO R.M. 2 AND STATION ON RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0558 ***********************************************************************
 TJ0558  DESIGNATION -  JOSLYN
 TJ0558  PID         -  TJ0558
 TJ0558  STATE/COUNTY-  MT/VALLEY
 TJ0558  USGS QUAD   -  JOHNNYS HILL (1973)
 TJ0558
 TJ0558                         *CURRENT SURVEY CONTROL
 TJ0558  ___________________________________________________________________
 TJ0558* NAD 83(1992)-  48 40 14.95634(N)    106 07 14.64824(W)     ADJUSTED  
 TJ0558* NAVD 88     -       899.2    (meters)    2950.     (feet)  VERTCON   
 TJ0558  ___________________________________________________________________
 TJ0558  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 TJ0558  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TJ0558
 TJ0558  HORZ ORDER  -  FIRST
 TJ0558
 TJ0558.The horizontal coordinates were established by classical geodetic methods
 TJ0558.and adjusted by the National Geodetic Survey in July 1992..
 TJ0558
 TJ0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0558
 TJ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0558
 TJ0558.The geoid height was determined by GEOID03.
 TJ0558
 TJ0558;                    North         East     Units Scale Factor Converg.
 TJ0558;SPC MT       -   496,631.442   848,768.843   MT  0.99981448   +2 28 19.0
 TJ0558;SPC MT       - 1,629,368.25  2,784,674.68   iFT  0.99981448   +2 28 19.0
 TJ0558;UTM  13      - 5,391,469.611   417,488.392   MT  0.99968364   -0 50 29.9
 TJ0558
 TJ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0558!SPC MT       -   0.99986176  x   0.99981448  =   0.99967627
 TJ0558!UTM  13      -   0.99986176  x   0.99968364  =   0.99954545
 TJ0558
 TJ0558|---------------------------------------------------------------------|
 TJ0558| PID    Reference Object                     Distance      Geod. Az  |
 TJ0558|                                                           dddmmss.s |
 TJ0558| CQ6806 JOSLYN RM 1                                        09054     |
 TJ0558| CQ6805 JOSLYN AZ MK                                       1711857.7 |
 TJ0558| CQ6807 JOSLYN RM 2                                        18029     |
 TJ0558|---------------------------------------------------------------------|
 TJ0558
 TJ0558                          SUPERSEDED SURVEY CONTROL
 TJ0558
 TJ0558  NAD 83(1986)-  48 40 14.95613(N)    106 07 14.64571(W) AD(       ) 1
 TJ0558  NAD 27      -  48 40 14.86000(N)    106 07 12.57900(W) AD(       ) 1
 TJ0558  NGVD 29 (07/19/86)  898.6    (m)         2948.     (f) VERT ANG       
 TJ0558
 TJ0558.Superseded values are not recommended for survey control.
 TJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0558.See file dsdata.txt to determine how the superseded data were derived.
 TJ0558
 TJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1748891470(NAD 83)
 TJ0558_MARKER: DS = TRIANGULATION STATION DISK
 TJ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0558
 TJ0558  HISTORY     - Date     Condition        Report By
 TJ0558  HISTORY     - 1934     MONUMENTED       CGS
 TJ0558  HISTORY     - 1973     MARK NOT FOUND   USGS
 TJ0558
 TJ0558                          STATION DESCRIPTION
 TJ0558
 TJ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0558'THE STATION IS 7 MILES, AIRLINE, NORTH-NORTHEAST OF LARSLAN
 TJ0558'POST OFFICE, 3 MILES EAST AND 1/2 MILE NORTH OF AVONDALE POST
 TJ0558'OFFICE, ABOUT 150 FEET NORTHWEST OF ROOFING-PAPER BUILDINGS
 TJ0558'OWNED BY MR. JOSLYN, AND 4 FEET EAST OF A NORTH-AND-SOUTH FENCE
 TJ0558'LINE.  IT IS LOCATED APPROXIMATELY IN THE MIDDLE OF SECTION
 TJ0558'29, T. 34 N., R. 43 E.
 TJ0558'
 TJ0558'THE STATION MAY BE REACHED FROM AVONDALE POST OFFICE BY GOING
 TJ0558'DUE EAST ON COUNTY ROAD 3.5 MILES.  TURN NORTH AND GO 0.4 MILE
 TJ0558'TO SEVERAL SHACKS MADE OF ROOFING PAPER AND OWNED BY CHARLES
 TJ0558'M. JOSLYN.
 TJ0558'
 TJ0558'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 TJ0558'DISKS SET AS DESCRIBED IN CONCRETE.
 TJ0558'
 TJ0558'REFERENCE MARK NO. 1 IS EAST OF THE STATION.
 TJ0558'
 TJ0558'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.
 TJ0558'
 TJ0558'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION AND 0.1 MILE
 TJ0558'NORTH OF EAST-AND-WEST SECTION ROAD RUNNING EAST OUT OF AVONDALE.
 TJ0558'
 TJ0558'A 4-FOOT STAND WILL CLEAR ALL LINES.
 TJ0558
 TJ0558                          STATION RECOVERY (1973)
 TJ0558
 TJ0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDH)
 TJ0558'A SEARCH WAS MADE AT THE DESCRIBED LOCATION WHICH IS NOW A
 TJ0558'PLOWED FIELD.  THE MARKER WAS PROBABLY DESTROYED AND REMOVED
 TJ0558'BY FARMING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0678 ***********************************************************************
 QX0678  DESIGNATION -  JR 9
 QX0678  PID         -  QX0678
 QX0678  STATE/COUNTY-  MT/PARK
 QX0678  USGS QUAD   -  IBEX MOUNTAIN (1980)
 QX0678
 QX0678                         *CURRENT SURVEY CONTROL
 QX0678  ___________________________________________________________________
 QX0678* NAD 83(1992)-  45 54 52.79363(N)    110 25 34.29882(W)     ADJUSTED  
 QX0678* NAVD 88     -      1813.19   (+/-2cm)    5948.8    (feet)  VERTCON   
 QX0678  ___________________________________________________________________
 QX0678  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 QX0678  GEOID HEIGHT-         -10.63  (meters)                     GEOID03
 QX0678
 QX0678  HORZ ORDER  -  THIRD
 QX0678  VERT ORDER  -  THIRD ? (See Below)
 QX0678
 QX0678.The horizontal coordinates were established by classical geodetic methods
 QX0678.and adjusted by the National Geodetic Survey in July 1992..
 QX0678
 QX0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0678.The vertical order pertains to the NGVD 29 superseded value.
 QX0678
 QX0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0678
 QX0678.The geoid height was determined by GEOID03.
 QX0678
 QX0678;                    North         East     Units Scale Factor Converg.
 QX0678;SPC MT       -   185,421.821   528,175.993   MT  0.99957435   -0 40 39.1
 QX0678;SPC MT       -   608,339.31  1,732,860.87   iFT  0.99957435   -0 40 39.1
 QX0678;UTM  12      - 5,084,726.308   544,499.349   MT  0.99962434   +0 24 43.8
 QX0678
 QX0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0678!SPC MT       -   0.99971749  x   0.99957435  =   0.99929196
 QX0678!UTM  12      -   0.99971749  x   0.99962434  =   0.99934194
 QX0678
 QX0678:                Primary Azimuth Mark                     Grid Az
 QX0678:SPC MT       -  CHOSE                                    279 59 19.1
 QX0678:UTM  12      -  CHOSE                                    278 53 56.2
 QX0678
 QX0678|---------------------------------------------------------------------|
 QX0678| PID    Reference Object                     Distance      Geod. Az  |
 QX0678|                                                           dddmmss.s |
 QX0678| QX0713 CHOSE                               APPROX. 7.7 KM 2791840.0 |
 QX0678|---------------------------------------------------------------------|
 QX0678
 QX0678                          SUPERSEDED SURVEY CONTROL
 QX0678
 QX0678  NAD 83(1986)-  45 54 52.78965(N)    110 25 34.29200(W) AD(       ) 3
 QX0678  NAD 27      -  45 54 53.02009(N)    110 25 31.55499(W) AD(       ) 3
 QX0678  NGVD 29 (07/19/86) 1811.98   (m)         5944.8    (f) LEVELING    3  
 QX0678
 QX0678.Superseded values are not recommended for survey control.
 QX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0678.See file dsdata.txt to determine how the superseded data were derived.
 QX0678
 QX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR4449984726(NAD 83)
 QX0678
 QX0678  HISTORY     - Date     Condition        Report By
 QX0678  HISTORY     - 1948     MONUMENTED       USGS
 QX0678  HISTORY     - 1951     GOOD             USGS
 QX0678
 QX0678                          STATION DESCRIPTION
 QX0678
 QX0678'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QX0678'STATION LOCATED 8.5 MI. E. AND 1.95 MI. N. FROM THE POST OFFICE IN
 QX0678'CLYDE PARK, PARK COUNTY, MONTANA, 45 FT. W. AND 60 FT. N. OF RD.
 QX0678'JUNCTION, 189 FT. N. OF POINT WHERE THE N-S. RD. CROSSES SMALL
 QX0678'IRRIGATION DITCH.
 QX0678'
 QX0678'STATION RECOVERED.
 QX0678'
 QX0678'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---JR-9 1948 5945---,
 QX0678'CEMENTED IN THE TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0494 ***********************************************************************
 RW0494  DESIGNATION -  JUDI
 RW0494  PID         -  RW0494
 RW0494  STATE/COUNTY-  MT/JUDITH BASIN
 RW0494  USGS QUAD   -  RED HILL (1970)
 RW0494
 RW0494                         *CURRENT SURVEY CONTROL
 RW0494  ___________________________________________________________________
 RW0494* NAD 83(1992)-  46 55 25.01842(N)    110 10 11.58664(W)     ADJUSTED  
 RW0494* NAVD 88     -      1589.6    (meters)    5215.     (feet)  VERTCON   
 RW0494  ___________________________________________________________________
 RW0494  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 RW0494  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 RW0494
 RW0494  HORZ ORDER  -  SECOND
 RW0494
 RW0494.The horizontal coordinates were established by classical geodetic methods
 RW0494.and adjusted by the National Geodetic Survey in July 1992..
 RW0494
 RW0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0494
 RW0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0494
 RW0494.The geoid height was determined by GEOID03.
 RW0494
 RW0494;                    North         East     Units Scale Factor Converg.
 RW0494;SPC MT       -   297,309.020   549,010.198   MT  0.99939384   -0 29 24.1
 RW0494;SPC MT       -   975,423.29  1,801,214.56   iFT  0.99939384   -0 29 24.1
 RW0494;UTM  12      - 5,197,010.343   563,199.697   MT  0.99964909   +0 36 22.9
 RW0494
 RW0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0494!SPC MT       -   0.99975277  x   0.99939384  =   0.99914675
 RW0494!UTM  12      -   0.99975277  x   0.99964909  =   0.99940194
 RW0494
 RW0494|---------------------------------------------------------------------|
 RW0494| PID    Reference Object                     Distance      Geod. Az  |
 RW0494|                                                           dddmmss.s |
 RW0494| CQ6811 JUDI RM 1                            13.708 METERS 00902     |
 RW0494| CQ6812 JUDI RM 2                            11.333 METERS 20715     |
 RW0494| RW0493 RED                                 APPROX. 4.7 KM 2104047.1 |
 RW0494|---------------------------------------------------------------------|
 RW0494
 RW0494                          SUPERSEDED SURVEY CONTROL
 RW0494
 RW0494  NAD 83(1986)-  46 55 25.01478(N)    110 10 11.56872(W) AD(       ) 2
 RW0494  NAD 27      -  46 55 25.13640(N)    110 10 08.82670(W) AD(       ) 2
 RW0494  NGVD 29 (07/19/86) 1588.6    (m)         5212.     (f) VERT ANG       
 RW0494
 RW0494.Superseded values are not recommended for survey control.
 RW0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0494.See file dsdata.txt to determine how the superseded data were derived.
 RW0494
 RW0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS6320097010(NAD 83)
 RW0494_MARKER: DS = TRIANGULATION STATION DISK
 RW0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0494
 RW0494  HISTORY     - Date     Condition        Report By
 RW0494  HISTORY     - 1961     MONUMENTED       CGS
 RW0494
 RW0494                          STATION DESCRIPTION
 RW0494
 RW0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RW0494'THE STATION IS LOCATED 3-1/2 MILES WEST AND 2-3/4 MILES SOUTH
 RW0494'OF UTICA, ON THE MOST NORTHERLY ONE OF A ROW OF HIGH HILLS.
 RW0494'
 RW0494'TO REACH THE STATION FROM THE POST OFFICE IN UTICA, GO SOUTHWEST
 RW0494'ON GRAVELED ROAD FOR 0.5 MILE TO A FORK, TURN LEFT ACROSS
 RW0494'CATTLE GUARD AND CONTINUE FOR 0.65 MILE TO A RANCH HOUSE,
 RW0494'PASS TO THE RIGHT OF THE HOUSE FOR 0.1 MILE TO A FORK, KEEP
 RW0494'LEFT PASSING TO THE LEFT OF A MACHINE SHED AND CONTINUE FOR
 RW0494'0.7 MILE TO A GATE, CONTINUE FOR 0.05 MILE TO A FORK, KEEP
 RW0494'RIGHT FOR 0.3 MILE TO A GATE, CONTINUE FOR 0.55 MILE TO
 RW0494'A GATE, CONTINUE FOR 0.5 MILE TO A FORK, KEEP LEFT FOR 0.05
 RW0494'MILE TO A FORK, KEEP LEFT AND GO SOUTHWESTERLY ALONG AN
 RW0494'IRRIGATION DITCH FOR 0.25 MILE TO A LARGE WATER LINE, TURN
 RW0494'LEFT AND CONTINUE SOUTHWEST UP HILL FOR 1.5 MILES TO A
 RW0494'GATE, CONTINUE FOR 0.3 MILE TO A GATE, CONTINUE FOR 0.1
 RW0494'MILE TO A FORK, TURN RIGHT ON A DIM TRACK ROAD ANGLING
 RW0494'DOWN THE RIM FOR 0.25 MILE TO THE HEAD OF A SHALLOW DRAW,
 RW0494'TURN RIGHT AND GO NORTHEAST DOWN THE VALLEY FOR 0.15 MILE
 RW0494'TO A GATE, CONTINUE AHEAD AND BEAR LEFT TO A LOW SADDLE,
 RW0494'THENCE RIGHT UP A STEEP ROCKY HILL FOR 0.2 MILE TO THE
 RW0494'HIGHEST POINT AND THE STATION.
 RW0494'
 RW0494'THE STATION MARK IS A STANDARD DISK, STAMPED JUDI 1961, SET IN
 RW0494'THE TOP OF AN 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RW0494'3-INCHES.  IT IS 22 FEET EAST OF A 12-INCH TRIANGLE BLAZED
 RW0494'PINE TREE AND 10.7 FEET EAST OF THE WITNESS POST.
 RW0494'
 RW0494'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED JUDI NO 1
 RW0494'1961, CEMENTED IN DRILL HOLE IN BEDROCK.  IT IS 54 FEET NORTH
 RW0494'OF THE WITNESS POST AND 49 FEET NORTH OF THE PINE TREE.
 RW0494'
 RW0494'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED JUDI NO 2
 RW0494'1961, CEMENTED IN DRILL HOLE IN BEDROCK.  IT IS 33 FEET
 RW0494'SOUTHEAST OF THE PINE TREE AND 31 FEET SOUTH OF THE WITNESS
 RW0494'POST.
 RW0494'
 RW0494'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 81.24 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1149 ***********************************************************************
 SR1149  DESIGNATION -  JUDI
 SR1149  PID         -  SR1149
 SR1149  STATE/COUNTY-  MT/FERGUS
 SR1149  USGS QUAD   -  P N RANCH (1954)
 SR1149
 SR1149                         *CURRENT SURVEY CONTROL
 SR1149  ___________________________________________________________________
 SR1149* NAD 83(1992)-  47 42 34.95539(N)    109 37 56.36762(W)     ADJUSTED  
 SR1149* NAVD 88     -       963.5    (meters)    3161.     (feet)  VERTCON   
 SR1149  ___________________________________________________________________
 SR1149  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 SR1149  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 SR1149
 SR1149  HORZ ORDER  -  FIRST
 SR1149
 SR1149.The horizontal coordinates were established by classical geodetic methods
 SR1149.and adjusted by the National Geodetic Survey in July 1992..
 SR1149
 SR1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1149
 SR1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1149
 SR1149.The geoid height was determined by GEOID03.
 SR1149
 SR1149;                    North         East     Units Scale Factor Converg.
 SR1149;SPC MT       -   384,443.731   590,075.280   MT  0.99946670   -0 05 48.5
 SR1149;SPC MT       - 1,261,298.33  1,935,942.52   iFT  0.99946670   -0 05 48.5
 SR1149;UTM  12      - 5,284,942.372   602,592.572   MT  0.99972934   +1 00 42.5
 SR1149
 SR1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1149!SPC MT       -   0.99985131  x   0.99946670  =   0.99931809
 SR1149!UTM  12      -   0.99985131  x   0.99972934  =   0.99958069
 SR1149
 SR1149|---------------------------------------------------------------------|
 SR1149| PID    Reference Object                     Distance      Geod. Az  |
 SR1149|                                                           dddmmss.s |
 SR1149| CQ6809 JUDI RM 1                            10.521 METERS 09733     |
 SR1149| CQ6808 JUDI AZ MK                                         1741541.3 |
 SR1149| CQ6810 JUDI RM 2                            32.263 METERS 22615     |
 SR1149|---------------------------------------------------------------------|
 SR1149
 SR1149                          SUPERSEDED SURVEY CONTROL
 SR1149
 SR1149  NAD 83(1986)-  47 42 34.95348(N)    109 37 56.34987(W) AD(       ) 1
 SR1149  NAD 27      -  47 42 35.01700(N)    109 37 53.67100(W) AD(       ) 1
 SR1149  NGVD 29 (07/19/86)  962.7    (m)         3158.     (f) VERT ANG       
 SR1149
 SR1149.Superseded values are not recommended for survey control.
 SR1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1149.See file dsdata.txt to determine how the superseded data were derived.
 SR1149
 SR1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT0259384942(NAD 83)
 SR1149_MARKER: DS = TRIANGULATION STATION DISK
 SR1149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1149
 SR1149  HISTORY     - Date     Condition        Report By
 SR1149  HISTORY     - 1949     MONUMENTED       CGS
 SR1149  HISTORY     - 1952     POOR             USGS
 SR1149
 SR1149                          STATION DESCRIPTION
 SR1149
 SR1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1149'STATION IS 10 MILES NORTH AND 12 MILES WEST OF WINIFRED, 2
 SR1149'MILES SOUTH-SOUTHEAST OF THE CONFLUENCE OF THE MISSOURI AND
 SR1149'JUDITH RIVERS, ON A PROMINENT EAST-WEST RIDGE, NEAR THE
 SR1149'NORTHWEST EDGE OF A CULTIVATED FIELD.
 SR1149'
 SR1149'TO REACH THE STATION FROM THE MAIN CROSS STREETS AND THE
 SR1149'LIGHTPOLE IN WINIFRED, GO WEST, NORTH AND WEST 0.7 MILE TO A
 SR1149'FORK AND A SIGN PN FERRY, BIG SANDY, BEAR RIGHT AND GO NORTH
 SR1149'17.95 MILES TO A FORK (THIS IS 6.8 MILES SOUTH OF THE PN
 SR1149'FERRY CROSSING ON THE MISSOURI RIVER) CONTINUE STRAIGHT AHEAD,
 SR1149'NORTHERLY, 1.55 MILES TO A GATE, PASS THROUGH THE GATE AND
 SR1149'CONTINUE ON THE MAIN TRACK ROAD 0.6 MILE TO ANOTHER GATE,
 SR1149'PASS THROUGH THE GATE, TURN LEFT AND GO WEST ALONG THE NORTH
 SR1149'SIDE OF A FENCE FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT,
 SR1149'CONTINUE WEST 0.1 MILE, TURN RIGHT AND GO NORTH ALONG THE
 SR1149'WEST SIDE OF A CULTIVATED FIELD 0.65 MILE TO THE STATION.
 SR1149'
 SR1149'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 SR1149'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 SR1149'6 INCHES.  THE DISK IS STAMPED JUDI 1949.
 SR1149'
 SR1149'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 SR1149'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 SR1149'6 INCHES.  THE DISK IS STAMPED JUDI NO 1 1949.
 SR1149'
 SR1149'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 SR1149'IN THE TOP OF 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 SR1149'6 INCHES.  THE DISK IS STAMPED JUDI NO 2 1949.
 SR1149'
 SR1149'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTH OF THE
 SR1149'STATION AND 1 FOOT NORTH OF A FENCE.  THE MARK IS A STANDARD
 SR1149'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SR1149'POST THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED JUDI 1949.
 SR1149'
 SR1149'STATIONS ARROW (MO.R C), PLATEAU (MO.R C), WARRICK, BENCH MARK
 SR1149'E 95 AND PUP ARE VISIBLE FROM A FOUR FOOT STAND.
 SR1149'
 SR1149'NOTE--THE SUB-SURFACE MARK FOR STATION JUDITH (MO. R C)
 SR1149'MENTIONED IN THE RECONNAISSANCE DESCRIPTIONS WAS NOT FOUND.
 SR1149
 SR1149                          STATION RECOVERY (1952)
 SR1149
 SR1149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SR1149'STATION IS ON THE RIGHT BANK, 2 MI. BACK FROM JUDITH, ON A BLUFF OF
 SR1149'THE E. BANK OF JUDITH RIVER.
 SR1149'
 SR1149'NOTE--STATION --JUDI-- WAS ESTABLISHED BY THE NGS IN 1949,
 SR1149'APPROXIMATELY 10 FT. NE. OF --JUDITH-- (MORC).
 SR1149'
 SR1149'RECOVERY BY USGS, 1952--THE SURFACE MARK WAS DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1127 ***********************************************************************
 TN1127  DESIGNATION -  JUMBO ET
 TN1127  PID         -  TN1127
 TN1127  STATE/COUNTY-  MT/SANDERS
 TN1127  USGS QUAD   -  ELEPHANT PEAK (1983)
 TN1127
 TN1127                         *CURRENT SURVEY CONTROL
 TN1127  ___________________________________________________________________
 TN1127* NAD 83(1992)-  48 05 18.41660(N)    115 37 56.27560(W)     ADJUSTED  
 TN1127* NAVD 88     -      2420.7    (meters)    7942.     (feet)  VERTCON   
 TN1127  ___________________________________________________________________
 TN1127  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 TN1127  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 TN1127
 TN1127  HORZ ORDER  -  THIRD
 TN1127
 TN1127.The horizontal coordinates were established by classical geodetic methods
 TN1127.and adjusted by the National Geodetic Survey in July 1992..
 TN1127
 TN1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN1127
 TN1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1127
 TN1127.The geoid height was determined by GEOID03.
 TN1127
 TN1127;                    North         East     Units Scale Factor Converg.
 TN1127;SPC MT       -   444,393.012   143,820.858   MT  0.99956949   -4 29 08.9
 TN1127;SPC MT       - 1,457,982.32    471,853.21   iFT  0.99956949   -4 29 08.9
 TN1127;UTM  11      - 5,327,035.757   601,848.817   MT  0.99972746   +1 01 04.4
 TN1127
 TN1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1127!SPC MT       -   0.99962323  x   0.99956949  =   0.99919288
 TN1127!UTM  11      -   0.99962323  x   0.99972746  =   0.99935079
 TN1127
 TN1127                          SUPERSEDED SURVEY CONTROL
 TN1127
 TN1127  NAD 83(1986)-  48 05 18.42556(N)    115 37 56.27804(W) AD(       ) 3
 TN1127  NGVD 29 (05/18/92) 2419.4    (m)         7938.     (f) VERT ANG       
 TN1127
 TN1127.Superseded values are not recommended for survey control.
 TN1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1127.See file dsdata.txt to determine how the superseded data were derived.
 TN1127
 TN1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP0184927036(NAD 83)
 TN1127_MARKER: DS = TRIANGULATION STATION DISK
 TN1127_SETTING: 80 = SET IN A BOULDER
 TN1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN1127+STABILITY: SURFACE MOTION
 TN1127
 TN1127  HISTORY     - Date     Condition        Report By
 TN1127  HISTORY     - 1966     MONUMENTED       USGS
 TN1127
 TN1127                          STATION DESCRIPTION
 TN1127
 TN1127'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TN1127'STATION IS LOCATED ON THE HIGHEST POINT OF ELEPHANT PEAK,
 TN1127'APPROXIMATELY 17.5 MI. (AIRLINE) NNW. OF TROUT CREEK, MONTANA, AND
 TN1127'APPROXIMATELY 21.5 MI. (AIRLINE) SSW. OF LIBBY, MONTANA.  A HELISPOT
 TN1127'WAS BUILT ABOUT 50 FT. S. OF THE STATION.  STATION WAS REACHED AND
 TN1127'ESTABLISHED BY HELICOPTER.
 TN1127'
 TN1127'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED---JUMBO ET
 TN1127'1966--- AND SET IN BURIED BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1044 ***********************************************************************
 RX1044  DESIGNATION -  JUMBO ET
 RX1044  PID         -  RX1044
 RX1044  STATE/COUNTY-  MT/MISSOULA
 RX1044  USGS QUAD   -  NORTHEAST MISSOULA (1978)
 RX1044
 RX1044                         *CURRENT SURVEY CONTROL
 RX1044  ___________________________________________________________________
 RX1044* NAD 83(1992)-  46 52 44.32197(N)    113 57 23.30728(W)     ADJUSTED  
 RX1044* NAVD 88     -      1454.3    (meters)    4771.     (feet)  VERTCON   
 RX1044  ___________________________________________________________________
 RX1044  LAPLACE CORR-           8.81  (seconds)                    DEFLEC99
 RX1044  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 RX1044
 RX1044  HORZ ORDER  -  THIRD
 RX1044
 RX1044.The horizontal coordinates were established by classical geodetic methods
 RX1044.and adjusted by the National Geodetic Survey in July 1992..
 RX1044
 RX1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX1044
 RX1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX1044
 RX1044.The geoid height was determined by GEOID03.
 RX1044
 RX1044;                    North         East     Units Scale Factor Converg.
 RX1044;SPC MT       -   301,787.228   260,682.380   MT  0.99939535   -3 15 35.7
 RX1044;SPC MT       -   990,115.58    855,257.15   iFT  0.99939535   -3 15 35.7
 RX1044;UTM  12      - 5,195,959.589   274,731.768   MT  1.00022375   -2 09 31.9
 RX1044;UTM  11      - 5,196,213.303   731,900.713   MT  1.00026103   +2 13 21.0
 RX1044
 RX1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX1044!SPC MT       -   0.99977438  x   0.99939535  =   0.99916987
 RX1044!UTM  12      -   0.99977438  x   1.00022375  =   0.99999808
 RX1044!UTM  11      -   0.99977438  x   1.00026103  =   1.00003535
 RX1044
 RX1044                          SUPERSEDED SURVEY CONTROL
 RX1044
 RX1044  NAD 83(1986)-  46 52 44.33457(N)    113 57 23.29869(W) AD(       ) 3
 RX1044  NGVD 29 (06/10/92) 1453.2    (m)         4768.     (f) VERT ANG       
 RX1044
 RX1044.Superseded values are not recommended for survey control.
 RX1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1044.See file dsdata.txt to determine how the superseded data were derived.
 RX1044
 RX1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS7473295960(NAD 83)
 RX1044_MARKER: DS = TRIANGULATION STATION DISK
 RX1044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RX1044_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RX1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1044
 RX1044  HISTORY     - Date     Condition        Report By
 RX1044  HISTORY     - 1962     MONUMENTED       USGS
 RX1044
 RX1044                          STATION DESCRIPTION
 RX1044
 RX1044'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RX1044'STATION LOCATED ABOUT 1.6 MI. (AIRLINE) NE. OF MISSOULA IN SEC. 14,
 RX1044'T 13 N, R 19 W, ON HIGHEST POINT OF HILL KNOWN AS MOUNT JUMBO.
 RX1044'
 RX1044'2.2 MI. N. ALONG RD. UP RATTLESNAKE CREEK FROM JUNCTION OF U.S.
 RX1044'HIGHWAY 10 AND VAN BUREN ST. IN MISSOULA TO T-RD. E. (JUST N. OF A. J.
 RX1044'KAPWYKS HOUSE) TURN RIGHT (E.) AND GO 0.1 MI. TO GATE AND TURN RIGHT
 RX1044'THRU GATE PASSING A LARGE RED BARN ON RIGHT 1.2 MI. TO SADDLE (A
 RX1044'FOUR WHEEL DRIVE VEHICLE IS NEEDED BEYOND THIS POINT), TURN RIGHT
 RX1044'(S.) AND FOLLOW RIDGE TRAIL 1.1 MI. TO FENCE LINE, FROM FENCE PACK S.
 RX1044'UP RIDGE ABOUT 10 MINUTES TO HIGHEST POINT OF TOP AND STATION.
 RX1044'
 RX1044'STATION MARK--STANDARD TABLET CRIMPED TO A 1 IN. PIPE PROJECTING 0.1
 RX1044'FT. ABOVE GROUND, STAMPED---JUMBO ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0577 ***********************************************************************
 ST0577  DESIGNATION -  JUMBO MTN LOOKOUT HOUSE
 ST0577  PID         -  ST0577
 ST0577  STATE/COUNTY-  MT/POWELL
 ST0577  USGS QUAD   -  PILOT PEAK (1994)
 ST0577
 ST0577                         *CURRENT SURVEY CONTROL
 ST0577  ___________________________________________________________________
 ST0577* NAD 83(1992)-  47 23 45.66760(N)    113 09 54.41986(W)     ADJUSTED  
 ST0577* NAVD 88     -                                                        
 ST0577  ___________________________________________________________________
 ST0577  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 ST0577  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 ST0577
 ST0577  HORZ ORDER  -  THIRD
 ST0577
 ST0577.The horizontal coordinates were established by classical geodetic methods
 ST0577.and adjusted by the National Geodetic Survey in July 1992..
 ST0577
 ST0577
 ST0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0577
 ST0577.The geoid height was determined by GEOID03.
 ST0577
 ST0577;                    North         East     Units Scale Factor Converg.
 ST0577;SPC MT       -   356,046.831   323,575.033   MT  0.99941499   -2 40 51.8
 ST0577;SPC MT       - 1,168,132.65  1,061,597.88   iFT  0.99941499   -2 40 51.8
 ST0577;UTM  12      - 5,251,446.441   336,619.155   MT  0.99992805   -1 35 38.3
 ST0577
 ST0577                          SUPERSEDED SURVEY CONTROL
 ST0577
 ST0577  NAD 83(1986)-  47 23 45.67577(N)    113 09 54.40694(W) AD(       ) 4
 ST0577  NAD 27      -  47 23 45.88500(N)    113 09 51.20000(W) AD(       ) 3
 ST0577
 ST0577.Superseded values are not recommended for survey control.
 ST0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0577.See file dsdata.txt to determine how the superseded data were derived.
 ST0577
 ST0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT3661951446(NAD 83)
 ST0577
 ST0577  HISTORY     - Date     Condition        Report By
 ST0577  HISTORY     - 1960     MONUMENTED       CGS
 ST0577
 ST0577                          STATION DESCRIPTION
 ST0577
 ST0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0577'THE STATION IS THE TOP-CENTER OF THE LOOKOUT HOUSE.  IT IS
 ST0577'ABOUT 2-1/2 MILES EAST-NORTHEAST OF HAHN CREEK GUARD STATION,
 ST0577'3 MILES SOUTHWEST OF THE BASIN CR. LANDING STRIP AND IN
 ST0577'SECTION 20, T 19 N, R 12 W.  IT IS WOODEN STRUCTURE APPROXIMATELY
 ST0577'14 FEET SQUARE AND 14 FEET HIGH.  ELEVATION APPROXIMATELY
 ST0577'8255 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0601 ***********************************************************************
 RU0601  DESIGNATION -  JUNCTION
 RU0601  PID         -  RU0601
 RU0601  STATE/COUNTY-  MT/YELLOWSTONE
 RU0601  USGS QUAD   -  CUSTER (1980)
 RU0601
 RU0601                         *CURRENT SURVEY CONTROL
 RU0601  ___________________________________________________________________
 RU0601* NAD 83(1992)-  46 10 45.97669(N)    107 36 23.78506(W)     ADJUSTED  
 RU0601* NAVD 88     -      1030.1    (meters)    3380.     (feet)  VERTCON   
 RU0601  ___________________________________________________________________
 RU0601  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 RU0601  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 RU0601
 RU0601  HORZ ORDER  -  THIRD
 RU0601
 RU0601.The horizontal coordinates were established by classical geodetic methods
 RU0601.and adjusted by the National Geodetic Survey in July 1992..
 RU0601
 RU0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0601
 RU0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0601
 RU0601.The geoid height was determined by GEOID03.
 RU0601
 RU0601;                    North         East     Units Scale Factor Converg.
 RU0601;SPC MT       -   216,179.584   746,105.934   MT  0.99949744   +1 23 06.1
 RU0601;SPC MT       -   709,250.60  2,447,854.11   iFT  0.99949744   +1 23 06.1
 RU0601;UTM  13      - 5,117,287.511   298,820.601   MT  1.00009756   -1 52 52.8
 RU0601
 RU0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0601!SPC MT       -   0.99984083  x   0.99949744  =   0.99933835
 RU0601!UTM  13      -   0.99984083  x   1.00009756  =   0.99993838
 RU0601
 RU0601:                Primary Azimuth Mark                     Grid Az
 RU0601:SPC MT       -  MUD                                      285 28 52.5
 RU0601:UTM  13      -  MUD                                      288 44 51.4
 RU0601
 RU0601|---------------------------------------------------------------------|
 RU0601| PID    Reference Object                     Distance      Geod. Az  |
 RU0601|                                                           dddmmss.s |
 RU0601| RU0603 MUD                                 APPROX.17.7 KM 2865158.6 |
 RU0601|---------------------------------------------------------------------|
 RU0601
 RU0601                          SUPERSEDED SURVEY CONTROL
 RU0601
 RU0601  NAD 83(1986)-  46 10 45.97199(N)    107 36 23.76083(W) AD(       ) 3
 RU0601  NAD 27      -  46 10 46.01976(N)    107 36 21.49495(W) AD(       ) 3
 RU0601  NGVD 29 (07/19/86) 1029.4    (m)         3377.     (f) VERT ANG       
 RU0601
 RU0601.Superseded values are not recommended for survey control.
 RU0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0601.See file dsdata.txt to determine how the superseded data were derived.
 RU0601
 RU0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM9882117288(NAD 83)
 RU0601_MARKER: DD = SURVEY DISK
 RU0601_SETTING: 0 = UNSPECIFIED SETTING
 RU0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0601
 RU0601  HISTORY     - Date     Condition        Report By
 RU0601  HISTORY     - 1957     MONUMENTED       USGS
 RU0601
 RU0601                          STATION DESCRIPTION
 RU0601
 RU0601'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RU0601'STATION IS LOCATED ABOUT 4 MI. AIR NW. OF CUSTER ON THE SW. END OF THE
 RU0601'HIGHEST PART OF A TOP.
 RU0601'
 RU0601'TO REACH FROM CUSTER AT THE JUNCTION OF U.S. HIGHWAY 10 AND MELSTONE
 RU0601'RD. GO N. ON MELSTONE RD. FOR 6.2 MI. TO Y-RD.  TAKE LEFT FORK OFF
 RU0601'MELSTONE RD. AND GO 0.3 MI. TO GATE IN FENCE.  GO THRU GATE AND TURN
 RU0601'SHARP LEFT E. AND GO S. ALONG SIDE OF FENCE 0.2 MI. AND TOP OF RIDGE.
 RU0601'AT TOP OF RIDGE TURN RIGHT S. AND GO 0.2 MI. TO RD. WHICH GOES THRU A
 RU0601'MAJOR SADDLE.  FOLLOW RD. IN A SOUTHWESTERLY DIRECTION FOR 0.9 MI. TO
 RU0601'STATION.
 RU0601'
 RU0601'STATION MARK - USGS STANDARD TABLET, SET IN TOP OF CONCRETE POST,
 RU0601'STAMPED ---JUNCTION 1927---.
 RU0601'
 RU0601'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0498 ***********************************************************************
 SQ0498  DESIGNATION -  JUNIPER
 SQ0498  PID         -  SQ0498
 SQ0498  STATE/COUNTY-  MT/VALLEY
 SQ0498  USGS QUAD   -  SKUNK COULEE (1978)
 SQ0498
 SQ0498                         *CURRENT SURVEY CONTROL
 SQ0498  ___________________________________________________________________
 SQ0498* NAD 83(1992)-  47 53 47.23932(N)    106 34 24.55146(W)     ADJUSTED  
 SQ0498* NAVD 88     -       727.69   (+/-2cm)    2387.4    (feet)  VERTCON   
 SQ0498  ___________________________________________________________________
 SQ0498  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 SQ0498  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SQ0498
 SQ0498  HORZ ORDER  -  THIRD
 SQ0498  VERT ORDER  -  THIRD ? (See Below)
 SQ0498
 SQ0498.The horizontal coordinates were established by classical geodetic methods
 SQ0498.and adjusted by the National Geodetic Survey in July 1992..
 SQ0498
 SQ0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0498.The vertical order pertains to the NGVD 29 superseded value.
 SQ0498
 SQ0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0498
 SQ0498.The geoid height was determined by GEOID03.
 SQ0498
 SQ0498;                    North         East     Units Scale Factor Converg.
 SQ0498;SPC MT       -   409,273.911   818,671.050   MT  0.99951185   +2 08 26.7
 SQ0498;SPC MT       - 1,342,762.18  2,685,928.64   iFT  0.99951185   +2 08 26.7
 SQ0498;UTM  13      - 5,305,990.073   382,391.774   MT  0.99976996   -1 10 03.2
 SQ0498
 SQ0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0498!SPC MT       -   0.99988856  x   0.99951185  =   0.99940046
 SQ0498!UTM  13      -   0.99988856  x   0.99976996  =   0.99965854
 SQ0498
 SQ0498:                Primary Azimuth Mark                     Grid Az
 SQ0498:SPC MT       -  POINTER                                  214 59 31.8
 SQ0498:UTM  13      -  POINTER                                  218 18 01.7
 SQ0498
 SQ0498|---------------------------------------------------------------------|
 SQ0498| PID    Reference Object                     Distance      Geod. Az  |
 SQ0498|                                                           dddmmss.s |
 SQ0498| SQ0232 POINTER                             APPROX. 8.1 KM 2170758.5 |
 SQ0498|---------------------------------------------------------------------|
 SQ0498
 SQ0498                          SUPERSEDED SURVEY CONTROL
 SQ0498
 SQ0498  NAD 83(1986)-  47 53 47.23643(N)    106 34 24.54065(W) AD(       ) 3
 SQ0498  NAD 27      -  47 53 47.18100(N)    106 34 22.37400(W) AD(       ) 3
 SQ0498  NGVD 29 (07/19/86)  727.06   (m)         2385.4    (f) LEVELING    3  
 SQ0498
 SQ0498.Superseded values are not recommended for survey control.
 SQ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0498.See file dsdata.txt to determine how the superseded data were derived.
 SQ0498
 SQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP8239205990(NAD 83)
 SQ0498_MARKER: P = PIPE CAP
 SQ0498_SETTING: 0 = UNSPECIFIED SETTING
 SQ0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0498
 SQ0498  HISTORY     - Date     Condition        Report By
 SQ0498  HISTORY     - 1937     MONUMENTED       USE
 SQ0498  HISTORY     - 1957     GOOD             USGS
 SQ0498
 SQ0498                          STATION DESCRIPTION
 SQ0498
 SQ0498'DESCRIBED BY US ENGINEERS 1937
 SQ0498'THE STATION IS IN VALLEY COUNTY ON THE LEFT BANK OF THE
 SQ0498'MISSOURI RIVER AND IN THE NORTHWEST CORNER OF SECTION 28,
 SQ0498'T. 25 N., R. 40 E.  THE STATION IS 10 MILES SOUTHWEST OF FORT
 SQ0498'PECK, ABOUT 2 MILES NORTHWEST OF THE MISSOURI RIVER ON THE HIGH
 SQ0498'GRASSY DIVIDE SOUTH OF SKUNK COULEE, AND VERY NEAR THE EAST END
 SQ0498'OF THE HIGH GROUND.
 SQ0498'
 SQ0498'IT MAY BE POSSIBLE TO REACH THE STATION BY AUTOMOBILE VIA THE
 SQ0498'TRAIL ALONG THE DIVIDE BETWEEN WILLOW CREEK AND THE MISSOURI
 SQ0498'RIVER AND WOOD ROADS OUT TO THE STATION.
 SQ0498'
 SQ0498'MONUMENT IS A 3 IN IRON PIPE WITH BRONZE CAP AND IS SET VERY NEAR
 SQ0498'5 IN IRON PIPE OF OLD MO. R.C. STATION.
 SQ0498'
 SQ0498'A 4.5 FOOT STAND WITH 14-FOOT TARGETS WILL CLEAR ALL LINES.
 SQ0498'
 SQ0498
 SQ0498                          STATION RECOVERY (1957)
 SQ0498
 SQ0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0498'TO REACH STATION FROM GREAT NORTHERN R.R. STATION, GLASGOW
 SQ0498'GO SSW ALONG STATE HIGHWAY 24, 9.3 MILES TO Y-JUNCTION WITH
 SQ0498'DIRT ROAD SOUTH.  TAKE RIGHT FORK AND PROCEED SOUTH ALONG
 SQ0498'GRADED DIRT ROAD TO THE PINES 14.2 MILES TO Y-ROAD AND SIGN THE
 SQ0498'PINES 12 MI. TURN LEFT (S) AND GO 5.8 MILES ALONG DIRT ROAD
 SQ0498'TO Y-FORK WITH TRACK ROAD LEFT.  TAKE LEFT FORK AND GO EAST
 SQ0498'2.9 MILES TO Y-ROAD, TAKE LEFT FORK AND GO 2.8 MILES TO DIM
 SQ0498'Y-ROAD FORKS.  TAKE RIGHT FORK AND GO 2.6 MILES TO DIM Y-ROAD
 SQ0498'FORKS.  TAKE LEFT FORK AND GO 0.7 MILE TO HIGHEST POINT ON
 SQ0498'END OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1153 ***********************************************************************
 SR1153  DESIGNATION -  JUNIPER
 SR1153  PID         -  SR1153
 SR1153  STATE/COUNTY-  MT/CHOUTEAU
 SR1153  USGS QUAD   -  LAST CHANCE BENCH (1953)
 SR1153
 SR1153                         *CURRENT SURVEY CONTROL
 SR1153  ___________________________________________________________________
 SR1153* NAD 83(1992)-  47 43 31.20402(N)    109 53 30.81348(W)     ADJUSTED  
 SR1153* NAVD 88     -      1030.5    (meters)    3381.     (feet)  VERTCON   
 SR1153  ___________________________________________________________________
 SR1153  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 SR1153  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 SR1153
 SR1153  HORZ ORDER  -  SECOND
 SR1153
 SR1153.The horizontal coordinates were established by classical geodetic methods
 SR1153.and adjusted by the National Geodetic Survey in July 1992..
 SR1153
 SR1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1153
 SR1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1153
 SR1153.The geoid height was determined by GEOID03.
 SR1153
 SR1153;                    North         East     Units Scale Factor Converg.
 SR1153;SPC MT       -   386,245.154   570,615.681   MT  0.99947006   -0 17 12.0
 SR1153;SPC MT       - 1,267,208.51  1,872,098.69   iFT  0.99947006   -0 17 12.0
 SR1153;UTM  12      - 5,286,367.631   583,097.146   MT  0.99968485   +0 49 11.9
 SR1153
 SR1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1153!SPC MT       -   0.99984080  x   0.99947006  =   0.99931094
 SR1153!UTM  12      -   0.99984080  x   0.99968485  =   0.99952570
 SR1153
 SR1153|---------------------------------------------------------------------|
 SR1153| PID    Reference Object                     Distance      Geod. Az  |
 SR1153|                                                           dddmmss.s |
 SR1153| CQ6813 JUNIPER RM 1                         10.621 METERS 10044     |
 SR1153| SR1156 RONDEAU                             APPROX. 1.6 KM 3141611.7 |
 SR1153| CQ6814 JUNIPER RM 2                         13.444 METERS 32341     |
 SR1153|---------------------------------------------------------------------|
 SR1153
 SR1153                          SUPERSEDED SURVEY CONTROL
 SR1153
 SR1153  NAD 83(1986)-  47 43 31.20160(N)    109 53 30.79426(W) AD(       ) 2
 SR1153  NAD 27      -  47 43 31.26800(N)    109 53 28.09800(W) AD(       ) 2
 SR1153  NGVD 29 (07/19/86) 1029.7    (m)         3378.     (f) VERT ANG       
 SR1153
 SR1153.Superseded values are not recommended for survey control.
 SR1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1153.See file dsdata.txt to determine how the superseded data were derived.
 SR1153
 SR1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT8309786368(NAD 83)
 SR1153_MARKER: DS = TRIANGULATION STATION DISK
 SR1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1153
 SR1153  HISTORY     - Date     Condition        Report By
 SR1153  HISTORY     - 1949     MONUMENTED       CGS
 SR1153
 SR1153                          STATION DESCRIPTION
 SR1153
 SR1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1153'STATION IS 17-1/2 MILES NORTHEAST OF GEARLDINE, 3 MILES WEST
 SR1153'OF THE CONFLUENCE OF THE MISSOURI AND ARROW RIVERS, AND ON
 SR1153'LAND OWNED BY JOHNNIE NELSON.  IT IS ABOUT 61 FEET WEST OF
 SR1153'THE EAST END OF A BLUFF, 15 FEET EAST OF A JUNIPER BUSH, 13
 SR1153'FEET NORTH OF A SMALL GULLY AND 9 FEET WEST OF A WITNESS POST.
 SR1153'
 SR1153'TO REACH THE STATION FROM THE POST OFFICE IN FORT BENTON, GO
 SR1153'EAST ACROSS THE BRIDGE OVER THE MISSOURI RIVER AND CONTINUE
 SR1153'EAST FOR 7.5 MILES TO A FORK, BEAR LEFT AND CONTINUE EAST
 SR1153'ON THE MAIN TRAVELED ROAD FOR 12.7 MILES TO A CROSSROADS,
 SR1153'TURN RIGHT, GO SOUTH 2.0 MILES TO A CROSSROADS, TURN LEFT
 SR1153'AND GO EAST 6.0 MILES TO A T-ROAD, TURN RIGHT AND GO SOUTH
 SR1153'2.15 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST 6.3
 SR1153'MILES, BEAR RIGHT WITH THE MAIN ROAD AND GO SOUTH 0.5 MILE,
 SR1153'BEAR LEFT, GO EAST AND SOUTH 0.5 MILE, BEAR RIGHT AND GO
 SR1153'EASTERLY DOWN INTO A COULEE FOR 1.6 MILES TO A FARM HOUSE ON THE
 SR1153'LEFT, CONTINUE ON THE MAIN TRAVELED ROAD 2.15 MILES TO A
 SR1153'GATE, PASS THROUGH THE GATE AND CONTINUE ON THE MAIN
 SR1153'ROAD FOR 1.65 MILES TO ANOTHER GATE, PASS THROUGH THE GATE,
 SR1153'TURN SHARP RIGHT AND GO EAST ALONG THE NORTH SIDE OF A FENCE
 SR1153'FOR 1.4 MILES TO A GATE, PASS THROUGH THE GATE AND
 SR1153'CONTINUE STRAIGHT AHEAD FOR ABOUT 60 YARDS TO THE STATION.
 SR1153'TO REACH RONDEAU (MO.R C) FROM THE STATION GO SOUTHWEST AND WEST
 SR1153'0.9 MILE, BEAR RIGHT AND GO NORTH ACROSS CULTIVATED FIELD
 SR1153'FOR 0.8 MILE TO THE MARK.
 SR1153'
 SR1153'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SR1153'JUNIPER 1949.
 SR1153'
 SR1153'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SR1153'JUNIPER NO 1 1949.
 SR1153'
 SR1153'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SR1153'JUNIPER NO 2 1949.
 SR1153'
 SR1153'RONDEAU (MO.R C) IS APPROXIMATELY 1.0 MILE FROM THE STATION
 SR1153'AND WAS USED AS AN AZIMUTH MARK.  IT IS 35 FEET NORTHEAST OF
 SR1153'AN OLD STONE BUILDING AND 2-1/2 FEET EAST OF A WITNESS POST.  THE
 SR1153'MARK IS A STANDARD MISSOURI RIVER IRON CAP BOLTED TO THE TOP OF
 SR1153'A 5-INCH IRON PIPE THAT PROJECTS 8 INCHES.
 SR1153'
 SR1153'ALL MARKS EXCEPT RONDEAU (MO.R C) ARE STANDARD DISKS SET IN
 SR1153'THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 SR1153'
 SR1153'A FOUR FOOT STAND AT JUNIPER WILL SEE FOUR FOOT STANDS AT
 SR1153'ARROW (MO.R C) AND CENTER.
 SR1153'
 SR1153'THE DISTANCE TO RONDEAU (MO.RC) WAS DETERMINED BY SHORT BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0598 ***********************************************************************
 SQ0598  DESIGNATION -  JUNIPER
 SQ0598  PID         -  SQ0598
 SQ0598  STATE/COUNTY-  MT/VALLEY
 SQ0598  USGS QUAD   -  SKUNK COULEE (1978)
 SQ0598
 SQ0598                         *CURRENT SURVEY CONTROL
 SQ0598  ___________________________________________________________________
 SQ0598* NAD 83(1992)-  47 53 47.21534(N)    106 34 24.65439(W)     ADJUSTED  
 SQ0598* NAVD 88     -       727.69   (+/-2cm)    2387.4    (feet)  VERTCON   
 SQ0598  ___________________________________________________________________
 SQ0598  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 SQ0598  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SQ0598
 SQ0598  HORZ ORDER  -  THIRD
 SQ0598  VERT ORDER  -  THIRD ? (See Below)
 SQ0598
 SQ0598.The horizontal coordinates were established by classical geodetic methods
 SQ0598.and adjusted by the National Geodetic Survey in July 1992..
 SQ0598
 SQ0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0598.The vertical order pertains to the NGVD 29 superseded value.
 SQ0598
 SQ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0598
 SQ0598.The geoid height was determined by GEOID03.
 SQ0598
 SQ0598;                    North         East     Units Scale Factor Converg.
 SQ0598;SPC MT       -   409,273.092   818,668.942   MT  0.99951184   +2 08 26.6
 SQ0598;SPC MT       - 1,342,759.49  2,685,921.73   iFT  0.99951184   +2 08 26.6
 SQ0598;UTM  13      - 5,305,989.376   382,389.622   MT  0.99976997   -1 10 03.3
 SQ0598
 SQ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0598!SPC MT       -   0.99988856  x   0.99951184  =   0.99940045
 SQ0598!UTM  13      -   0.99988856  x   0.99976997  =   0.99965855
 SQ0598
 SQ0598                          SUPERSEDED SURVEY CONTROL
 SQ0598
 SQ0598  NAD 83(1986)-  47 53 47.21229(N)    106 34 24.64343(W) AD(       ) 3
 SQ0598  NGVD 29 (05/22/92)  727.06   (m)         2385.4    (f) LEVELING    3  
 SQ0598
 SQ0598.Superseded values are not recommended for survey control.
 SQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0598.See file dsdata.txt to determine how the superseded data were derived.
 SQ0598
 SQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP8239005989(NAD 83)
 SQ0598_MARKER: P = PIPE CAP
 SQ0598_SETTING: 0 = UNSPECIFIED SETTING
 SQ0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0598
 SQ0598  HISTORY     - Date     Condition        Report By
 SQ0598  HISTORY     - 1889     MONUMENTED       MORC
 SQ0598
 SQ0598                          STATION DESCRIPTION
 SQ0598
 SQ0598'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SQ0598'FOLLOWING DESCRIPTION BY MORC
 SQ0598'
 SQ0598'JUNIPER IS ON LEFT BANK, ON PRAIRIE, EASY RISE OF 2 MI. FROM RIVER.
 SQ0598'BARE HILL OF NEARLY EQUAL HEIGHT W. AND ACROSS COULEE.  E. SIDE OF
 SQ0598'HILL WHERE TRIANGULATION STATION IS, IS COVERED WITH JUNIPER.
 SQ0598'
 SQ0598'STATION MARK--A STANDARD MORC TABLET SET ON AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0260 ***********************************************************************
 PZ0260  DESIGNATION -  K
 PZ0260  PID         -  PZ0260
 PZ0260  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0260  USGS QUAD   -  DELL (1979)
 PZ0260
 PZ0260                         *CURRENT SURVEY CONTROL
 PZ0260  ___________________________________________________________________
 PZ0260* NAD 83(1986)-  44 42 29.     (N)    112 41 04.     (W)     SCALED    
 PZ0260* NAVD 88     -      1836.093  (meters)    6023.92   (feet)  ADJUSTED  
 PZ0260  ___________________________________________________________________
 PZ0260  GEOID HEIGHT-         -10.42  (meters)                     GEOID03
 PZ0260  DYNAMIC HT  -        1835.144 (meters)    6020.80  (feet)  COMP
 PZ0260  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 PZ0260
 PZ0260  VERT ORDER  -  FIRST     CLASS II
 PZ0260
 PZ0260.The horizontal coordinates were scaled from a topographic map and have
 PZ0260.an estimated accuracy of +/- 6 seconds.
 PZ0260
 PZ0260.The orthometric height was determined by differential leveling
 PZ0260.and adjusted by the National Geodetic Survey in June 1991..
 PZ0260
 PZ0260.The geoid height was determined by GEOID03.
 PZ0260
 PZ0260.The dynamic height is computed by dividing the NAVD 88
 PZ0260.geopotential number by the normal gravity value computed on the
 PZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0260.degrees latitude (g = 980.6199 gals.).
 PZ0260
 PZ0260.The modeled gravity was interpolated from observed gravity values.
 PZ0260
 PZ0260;                    North         East    Units  Estimated Accuracy
 PZ0260;SPC MT       -    56,050.      347,670.      MT  (+/- 180 meters Scaled)
 PZ0260
 PZ0260                          SUPERSEDED SURVEY CONTROL
 PZ0260
 PZ0260  NGVD 29 (??/??/92) 1834.832  (m)         6019.78   (f) ADJ UNCH    1 2
 PZ0260
 PZ0260.Superseded values are not recommended for survey control.
 PZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0260.See file dsdata.txt to determine how the superseded data were derived.
 PZ0260
 PZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ665519(NAD 83)
 PZ0260_MARKER: Q = CHISELED SQUARE
 PZ0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0260_SP_SET: ABUTMENT
 PZ0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0260
 PZ0260  HISTORY     - Date     Condition        Report By
 PZ0260  HISTORY     - UNK      MONUMENTED       CGS
 PZ0260  HISTORY     - 1962     GOOD             NGS
 PZ0260
 PZ0260                          STATION DESCRIPTION
 PZ0260
 PZ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PZ0260'1.25 MI SE FROM DELL.
 PZ0260'1.25 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0260'AT DELL, IN THE TOP AND 0.8 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 PZ0260'NORTHWEST STONE ABUTMENT OF BRIDGE 286.75, 8.0 FEET SOUTHWEST OF THE
 PZ0260'SOUTHWEST RAIL, 20.5 FEET SOUTHWEST AND ACROSS THE TRACK FROM BENCH
 PZ0260'MARK D 318, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0708 ***********************************************************************
 SS0708  DESIGNATION -  K 10
 SS0708  PID         -  SS0708
 SS0708  STATE/COUNTY-  MT/CASCADE
 SS0708  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0708
 SS0708                         *CURRENT SURVEY CONTROL
 SS0708  ___________________________________________________________________
 SS0708* NAD 83(1986)-  47 25 49.     (N)    111 27 05.     (W)     SCALED    
 SS0708* NAVD 88     -      1023.069  (meters)    3356.52   (feet)  ADJUSTED  
 SS0708  ___________________________________________________________________
 SS0708  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 SS0708  DYNAMIC HT  -        1022.986 (meters)    3356.25  (feet)  COMP
 SS0708  MODELED GRAV-     980,497.3   (mgal)                       NAVD 88
 SS0708
 SS0708  VERT ORDER  -  FIRST     CLASS II
 SS0708
 SS0708.The horizontal coordinates were scaled from a topographic map and have
 SS0708.an estimated accuracy of +/- 6 seconds.
 SS0708
 SS0708.The orthometric height was determined by differential leveling
 SS0708.and adjusted by the National Geodetic Survey in June 1991..
 SS0708
 SS0708.The geoid height was determined by GEOID03.
 SS0708
 SS0708.The dynamic height is computed by dividing the NAVD 88
 SS0708.geopotential number by the normal gravity value computed on the
 SS0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0708.degrees latitude (g = 980.6199 gals.).
 SS0708
 SS0708.The modeled gravity was interpolated from observed gravity values.
 SS0708
 SS0708;                    North         East    Units  Estimated Accuracy
 SS0708;SPC MT       -   355,220.      452,880.      MT  (+/- 180 meters Scaled)
 SS0708
 SS0708                          SUPERSEDED SURVEY CONTROL
 SS0708
 SS0708  NGVD 29 (??/??/92) 1022.153  (m)         3353.51   (f) ADJ UNCH    1 2
 SS0708
 SS0708.Superseded values are not recommended for survey control.
 SS0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0708.See file dsdata.txt to determine how the superseded data were derived.
 SS0708
 SS0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT659530(NAD 83)
 SS0708_MARKER: DB = BENCH MARK DISK
 SS0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0708_STAMPING: K 10 3353.514
 SS0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0708+STABILITY: SURFACE MOTION
 SS0708
 SS0708  HISTORY     - Date     Condition        Report By
 SS0708  HISTORY     - UNK      MONUMENTED       CGS
 SS0708  HISTORY     - 1961     GOOD             NGS
 SS0708
 SS0708                          STATION DESCRIPTION
 SS0708
 SS0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0708'2.7 MI E FROM ULM.
 SS0708'2.7 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS0708'ULM, 50 NORTH-NORTHWEST OF THE CENTER OF THE CROSSING OF A PRIVATE
 SS0708'ROAD, 17 FEET EAST-NORTHEAST OF THE THIRD POLE WEST OF MILEPOST 127,
 SS0708'45 FEET NORTH OF THE NORTH RAIL, 10 FEET WEST OF THE CENTER LINE OF A
 SS0708'TRACK ROAD, 6 FEET WEST OF THE WEST END OF A WOODEN GATE, 1 1/2 FEET
 SS0708'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 SS0708'OF A STONE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0383 ***********************************************************************
 TN0383  DESIGNATION -  K 10
 TN0383  PID         -  TN0383
 TN0383  STATE/COUNTY-  MT/LINCOLN
 TN0383  USGS QUAD   -  CROWELL MOUNTAIN (1983)
 TN0383
 TN0383                         *CURRENT SURVEY CONTROL
 TN0383  ___________________________________________________________________
 TN0383* NAD 83(1986)-  48 17 44.     (N)    115 50 30.     (W)     SCALED    
 TN0383* NAVD 88     -       738.615  (meters)    2423.27   (feet)  ADJUSTED  
 TN0383  ___________________________________________________________________
 TN0383  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TN0383  DYNAMIC HT  -         738.634 (meters)    2423.34  (feet)  COMP
 TN0383  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 TN0383
 TN0383  VERT ORDER  -  SECOND    CLASS 0
 TN0383
 TN0383.The horizontal coordinates were scaled from a topographic map and have
 TN0383.an estimated accuracy of +/- 6 seconds.
 TN0383
 TN0383.The orthometric height was determined by differential leveling
 TN0383.and adjusted by the National Geodetic Survey in June 1991..
 TN0383
 TN0383.The geoid height was determined by GEOID03.
 TN0383
 TN0383.The dynamic height is computed by dividing the NAVD 88
 TN0383.geopotential number by the normal gravity value computed on the
 TN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0383.degrees latitude (g = 980.6199 gals.).
 TN0383
 TN0383.The modeled gravity was interpolated from observed gravity values.
 TN0383
 TN0383;                    North         East    Units  Estimated Accuracy
 TN0383;SPC MT       -   468,580.      130,140.      MT  (+/- 180 meters Scaled)
 TN0383
 TN0383                          SUPERSEDED SURVEY CONTROL
 TN0383
 TN0383  NGVD 29 (??/??/92)  737.427  (m)         2419.38   (f) ADJ UNCH    2 0
 TN0383
 TN0383.Superseded values are not recommended for survey control.
 TN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0383.See file dsdata.txt to determine how the superseded data were derived.
 TN0383
 TN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP859497(NAD 83)
 TN0383_MARKER: DD = SURVEY DISK
 TN0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0383_STAMPING: K 10 1929
 TN0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0383+STABILITY: SURFACE MOTION
 TN0383
 TN0383  HISTORY     - Date     Condition        Report By
 TN0383  HISTORY     - 1929     MONUMENTED       USGS
 TN0383  HISTORY     - 1934     GOOD             NGS
 TN0383
 TN0383                          STATION DESCRIPTION
 TN0383
 TN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0383'15.1 MI S FROM TROY.
 TN0383'15.1 MILES SOUTH ALONG THE BULL LAKE ROAD FROM TROY, 0.9 MILE NORTH OF
 TN0383'THE T-ROAD LEADING TO THE LOWER END OF BULL LAKE, ABOUT 100 FEET NORTH
 TN0383'OF A BRIDGE, AND 15 FEET WEST OF THE BULL LAKE ROAD.  A UNITED STATES
 TN0383'GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 10 1929 AND SET IN THE TOP
 TN0383'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0553 ***********************************************************************
 RV0553  DESIGNATION -  K 10 R
 RV0553  PID         -  RV0553
 RV0553  STATE/COUNTY-  MT/WHEATLAND
 RV0553  USGS QUAD   -  HOPLEY CREEK NORTH (1986)
 RV0553
 RV0553                         *CURRENT SURVEY CONTROL
 RV0553  ___________________________________________________________________
 RV0553* NAD 83(1986)-  46 32 00.     (N)    109 53 36.     (W)     SCALED    
 RV0553* NAVD 88     -      1426.847  (meters)    4681.25   (feet)  ADJUSTED  
 RV0553  ___________________________________________________________________
 RV0553  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 RV0553  DYNAMIC HT  -        1426.529 (meters)    4680.20  (feet)  COMP
 RV0553  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 RV0553
 RV0553  VERT ORDER  -  SECOND    CLASS 0
 RV0553
 RV0553.The horizontal coordinates were scaled from a topographic map and have
 RV0553.an estimated accuracy of +/- 6 seconds.
 RV0553
 RV0553.The orthometric height was determined by differential leveling
 RV0553.and adjusted by the National Geodetic Survey in June 1991..
 RV0553
 RV0553.The geoid height was determined by GEOID03.
 RV0553
 RV0553.The dynamic height is computed by dividing the NAVD 88
 RV0553.geopotential number by the normal gravity value computed on the
 RV0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0553.degrees latitude (g = 980.6199 gals.).
 RV0553
 RV0553.The modeled gravity was interpolated from observed gravity values.
 RV0553
 RV0553;                    North         East    Units  Estimated Accuracy
 RV0553;SPC MT       -   253,810.      569,840.      MT  (+/- 180 meters Scaled)
 RV0553
 RV0553                          SUPERSEDED SURVEY CONTROL
 RV0553
 RV0553  NGVD 29 (??/??/92) 1425.87   (m)         4678.0    (f) COMPUTED    2 0
 RV0553
 RV0553.Superseded values are not recommended for survey control.
 RV0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0553.See file dsdata.txt to determine how the superseded data were derived.
 RV0553
 RV0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS848539(NAD 83)
 RV0553_MARKER: DS = TRIANGULATION STATION DISK
 RV0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0553_STAMPING: K 10 R 1961
 RV0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0553+STABILITY: SURFACE MOTION
 RV0553
 RV0553  HISTORY     - Date     Condition        Report By
 RV0553  HISTORY     - 1961     MONUMENTED       CGS
 RV0553
 RV0553                          STATION DESCRIPTION
 RV0553
 RV0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0553'8.45 MI NW FROM HARLOWTON.
 RV0553'ABOUT 1.36 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURT HOUSE AT
 RV0553'HARLOWTON, THENCE 7.0 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.1
 RV0553'MILE WEST ACROSS THE RANGE, 0.45 MILE SOUTH OF THE HAROLD LODE RANCH
 RV0553'HOUSE, 0.2 MILE NORTHEAST OF A WINDMILL, 35.9 FEET SOUTHWEST OF R.M.
 RV0553'NO. 1, 48.4 FEET NORTH OF R.M. NO. 2, AND IN THE TOP OF A CONCRETE
 RV0553'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0552 ***********************************************************************
 RV0552  DESIGNATION -  K 10 R RM 1
 RV0552  PID         -  RV0552
 RV0552  STATE/COUNTY-  MT/WHEATLAND
 RV0552  USGS QUAD   -  HOPLEY CREEK NORTH (1986)
 RV0552
 RV0552                         *CURRENT SURVEY CONTROL
 RV0552  ___________________________________________________________________
 RV0552* NAD 83(1986)-  46 32 01.     (N)    109 53 36.     (W)     SCALED    
 RV0552* NAVD 88     -      1426.932  (meters)    4681.53   (feet)  ADJUSTED  
 RV0552  ___________________________________________________________________
 RV0552  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 RV0552  DYNAMIC HT  -        1426.615 (meters)    4680.49  (feet)  COMP
 RV0552  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 RV0552
 RV0552  VERT ORDER  -  SECOND    CLASS 0
 RV0552
 RV0552.The horizontal coordinates were scaled from a topographic map and have
 RV0552.an estimated accuracy of +/- 6 seconds.
 RV0552
 RV0552.The orthometric height was determined by differential leveling
 RV0552.and adjusted by the National Geodetic Survey in June 1991..
 RV0552
 RV0552.The geoid height was determined by GEOID03.
 RV0552
 RV0552.The dynamic height is computed by dividing the NAVD 88
 RV0552.geopotential number by the normal gravity value computed on the
 RV0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0552.degrees latitude (g = 980.6199 gals.).
 RV0552
 RV0552.The modeled gravity was interpolated from observed gravity values.
 RV0552
 RV0552;                    North         East    Units  Estimated Accuracy
 RV0552;SPC MT       -   253,840.      569,840.      MT  (+/- 180 meters Scaled)
 RV0552
 RV0552                          SUPERSEDED SURVEY CONTROL
 RV0552
 RV0552  NGVD 29 (??/??/92) 1425.96   (m)         4678.3    (f) COMPUTED    2 0
 RV0552
 RV0552.Superseded values are not recommended for survey control.
 RV0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0552.See file dsdata.txt to determine how the superseded data were derived.
 RV0552
 RV0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS848539(NAD 83)
 RV0552_MARKER: DR = REFERENCE MARK DISK
 RV0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0552_STAMPING: K 10 R NO 1 1961
 RV0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0552+STABILITY: SURFACE MOTION
 RV0552
 RV0552  HISTORY     - Date     Condition        Report By
 RV0552  HISTORY     - 1961     MONUMENTED       CGS
 RV0552
 RV0552                          STATION DESCRIPTION
 RV0552
 RV0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0552'8.45 MI NW FROM HARLOWTON.
 RV0552'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURT HOUSE AT
 RV0552'HARLOWTON, THENCE 7.0 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.1
 RV0552'MILE WEST ACROSS THE RANGE, 0.45 MILE SOUTH OF THE HAROLD LODE RANCH
 RV0552'HOUSE, 0.2 MILE NORTHEAST OF A WINDMILL, 35.9 FEET NORTHEAST OF K 10
 RV0552'R, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0554 ***********************************************************************
 RV0554  DESIGNATION -  K 10 R RM 2
 RV0554  PID         -  RV0554
 RV0554  STATE/COUNTY-  MT/WHEATLAND
 RV0554  USGS QUAD   -  HOPLEY CREEK NORTH (1986)
 RV0554
 RV0554                         *CURRENT SURVEY CONTROL
 RV0554  ___________________________________________________________________
 RV0554* NAD 83(1986)-  46 31 59.     (N)    109 53 36.     (W)     SCALED    
 RV0554* NAVD 88     -      1426.566  (meters)    4680.33   (feet)  ADJUSTED  
 RV0554  ___________________________________________________________________
 RV0554  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 RV0554  DYNAMIC HT  -        1426.248 (meters)    4679.28  (feet)  COMP
 RV0554  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 RV0554
 RV0554  VERT ORDER  -  SECOND    CLASS 0
 RV0554
 RV0554.The horizontal coordinates were scaled from a topographic map and have
 RV0554.an estimated accuracy of +/- 6 seconds.
 RV0554
 RV0554.The orthometric height was determined by differential leveling
 RV0554.and adjusted by the National Geodetic Survey in June 1991..
 RV0554
 RV0554.The geoid height was determined by GEOID03.
 RV0554
 RV0554.The dynamic height is computed by dividing the NAVD 88
 RV0554.geopotential number by the normal gravity value computed on the
 RV0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0554.degrees latitude (g = 980.6199 gals.).
 RV0554
 RV0554.The modeled gravity was interpolated from observed gravity values.
 RV0554
 RV0554;                    North         East    Units  Estimated Accuracy
 RV0554;SPC MT       -   253,780.      569,840.      MT  (+/- 180 meters Scaled)
 RV0554
 RV0554                          SUPERSEDED SURVEY CONTROL
 RV0554
 RV0554  NGVD 29 (??/??/92) 1425.59   (m)         4677.1    (f) COMPUTED    2 0
 RV0554
 RV0554.Superseded values are not recommended for survey control.
 RV0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0554.See file dsdata.txt to determine how the superseded data were derived.
 RV0554
 RV0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS848538(NAD 83)
 RV0554_MARKER: DR = REFERENCE MARK DISK
 RV0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0554_STAMPING: K 10 R NO 2 1961
 RV0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0554+STABILITY: SURFACE MOTION
 RV0554
 RV0554  HISTORY     - Date     Condition        Report By
 RV0554  HISTORY     - 1961     MONUMENTED       CGS
 RV0554
 RV0554                          STATION DESCRIPTION
 RV0554
 RV0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0554'8.45 MI NW FROM HARLOWTON.
 RV0554'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURT HOUSE AT
 RV0554'HARLOWTON, THENCE 7.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE
 RV0554'WEST ACROSS THE RANGE, 0.45 MILE SOUTH OF THE HAROLD LODE RANCH HOUSE,
 RV0554'0.2 MILE NORTHEAST OF A WINDMILL, 48.4 FEET SOUTH OF K 10 R AND IN THE
 RV0554'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0421 ***********************************************************************
 ST0421  DESIGNATION -  K 100
 ST0421  PID         -  ST0421
 ST0421  STATE/COUNTY-  MT/MISSOULA
 ST0421  USGS QUAD   -  SEELEY LAKE WEST (1965)
 ST0421
 ST0421                         *CURRENT SURVEY CONTROL
 ST0421  ___________________________________________________________________
 ST0421* NAD 83(1986)-  47 12 02.     (N)    113 30 15.     (W)     SCALED    
 ST0421* NAVD 88     -      1226.424  (meters)    4023.69   (feet)  ADJUSTED  
 ST0421  ___________________________________________________________________
 ST0421  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 ST0421  DYNAMIC HT  -        1226.207 (meters)    4022.98  (feet)  COMP
 ST0421  MODELED GRAV-     980,394.6   (mgal)                       NAVD 88
 ST0421
 ST0421  VERT ORDER  -  SECOND    CLASS 0
 ST0421
 ST0421.The horizontal coordinates were scaled from a topographic map and have
 ST0421.an estimated accuracy of +/- 6 seconds.
 ST0421
 ST0421.The orthometric height was determined by differential leveling
 ST0421.and adjusted by the National Geodetic Survey in June 1991..
 ST0421
 ST0421.The geoid height was determined by GEOID03.
 ST0421
 ST0421.The dynamic height is computed by dividing the NAVD 88
 ST0421.geopotential number by the normal gravity value computed on the
 ST0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0421.degrees latitude (g = 980.6199 gals.).
 ST0421
 ST0421.The modeled gravity was interpolated from observed gravity values.
 ST0421
 ST0421;                    North         East    Units  Estimated Accuracy
 ST0421;SPC MT       -   335,610.      296,920.      MT  (+/- 180 meters Scaled)
 ST0421
 ST0421                          SUPERSEDED SURVEY CONTROL
 ST0421
 ST0421  NGVD 29 (??/??/92) 1225.266  (m)         4019.89   (f) ADJ UNCH    2 0
 ST0421
 ST0421.Superseded values are not recommended for survey control.
 ST0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0421.See file dsdata.txt to determine how the superseded data were derived.
 ST0421
 ST0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT103304(NAD 83)
 ST0421_MARKER: DB = BENCH MARK DISK
 ST0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0421_STAMPING: K 100 1934
 ST0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0421+STABILITY: SURFACE MOTION
 ST0421
 ST0421  HISTORY     - Date     Condition        Report By
 ST0421  HISTORY     - 1934     MONUMENTED       CGS
 ST0421  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0421
 ST0421                          STATION DESCRIPTION
 ST0421
 ST0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0421'2.5 MI S FROM SEELEY LAKE.
 ST0421'2.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM SEELEY LAKE, AT THE
 ST0421'NORTHEAST CORNER OF THE TAMARACKS PROPERTY, 57 YARDS NORTHEAST OF A
 ST0421'LOG CABIN WITH A BRICK FIREPLACE ON THE NORTH SIDE, 50 YARDS NORTH OF
 ST0421'THE ENTRANCE TO THE TAMARACKS, AND ABOUT 25 YARDS WEST OF THE CENTER
 ST0421'LINE OF THE SWAN RIVER ROAD.  A STANDARD DISK, STAMPED K 100 1934 AND
 ST0421'SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEW HIGHWAY BUILT.
 ST0421
 ST0421                          STATION RECOVERY (1965)
 ST0421
 ST0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0269 ***********************************************************************
 SU0269  DESIGNATION -  K 101
 SU0269  PID         -  SU0269
 SU0269  STATE/COUNTY-  MT/SANDERS
 SU0269  USGS QUAD   -  BALDY LAKE (1964)
 SU0269
 SU0269                         *CURRENT SURVEY CONTROL
 SU0269  ___________________________________________________________________
 SU0269* NAD 83(1986)-  47 30 54.     (N)    114 49 12.     (W)     SCALED    
 SU0269* NAVD 88     -      1081.276  (meters)    3547.49   (feet)  ADJUSTED  
 SU0269  ___________________________________________________________________
 SU0269  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 SU0269  DYNAMIC HT  -        1081.196 (meters)    3547.22  (feet)  COMP
 SU0269  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 SU0269
 SU0269  VERT ORDER  -  SECOND    CLASS 0
 SU0269
 SU0269.The horizontal coordinates were scaled from a topographic map and have
 SU0269.an estimated accuracy of +/- 6 seconds.
 SU0269
 SU0269.The orthometric height was determined by differential leveling
 SU0269.and adjusted by the National Geodetic Survey in June 1991..
 SU0269
 SU0269.The geoid height was determined by GEOID03.
 SU0269
 SU0269.The dynamic height is computed by dividing the NAVD 88
 SU0269.geopotential number by the normal gravity value computed on the
 SU0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0269.degrees latitude (g = 980.6199 gals.).
 SU0269
 SU0269.The modeled gravity was interpolated from observed gravity values.
 SU0269
 SU0269;                    North         East    Units  Estimated Accuracy
 SU0269;SPC MT       -   376,390.      199,820.      MT  (+/- 180 meters Scaled)
 SU0269
 SU0269                          SUPERSEDED SURVEY CONTROL
 SU0269
 SU0269  NGVD 29 (??/??/92) 1080.122  (m)         3543.70   (f) ADJ UNCH    2 0
 SU0269
 SU0269.Superseded values are not recommended for survey control.
 SU0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0269.See file dsdata.txt to determine how the superseded data were derived.
 SU0269
 SU0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN641647(NAD 83)
 SU0269_MARKER: DB = BENCH MARK DISK
 SU0269_SETTING: 66 = SET IN ROCK OUTCROP
 SU0269_SP_SET: OUTCROP
 SU0269_STAMPING: K 101 1934
 SU0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0269+STABILITY: POSITION/ELEVATION WELL
 SU0269
 SU0269  HISTORY     - Date     Condition        Report By
 SU0269  HISTORY     - 1934     MONUMENTED       CGS
 SU0269  HISTORY     - 1956     GOOD             NGS
 SU0269
 SU0269                          STATION DESCRIPTION
 SU0269
 SU0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0269'6.3 MI NE FROM PLAINS.
 SU0269'LOCATED ABOUT 6.3 MILES NORTHEAST ALONG STATE HIGHWAY 28, FROM THE
 SU0269'DEPOT IN PLAINS, ABOUT 2 MILES WEST OF THE WEST END OF RAINBOW LAKE,
 SU0269'ON THE SOUTH SIDE OF THE OLD HIGHWAY, ABOUT 60 METERS EAST OF THE
 SU0269'POINT WHERE THE OLD AND NEW HIGHWAY JOINS, 91.8 FT. EAST OF A FOREST
 SU0269'BOUNDARY SIGN, HUNG ON A PINE TREE, AND 24 FEET SOUTH OF THE CENTER OF
 SU0269'THE OLD ROAD.  A STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN ROCK
 SU0269'OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0384 ***********************************************************************
 TN0384  DESIGNATION -  K 11
 TN0384  PID         -  TN0384
 TN0384  STATE/COUNTY-  MT/LINCOLN
 TN0384  USGS QUAD   -  CROWELL MOUNTAIN (1983)
 TN0384
 TN0384                         *CURRENT SURVEY CONTROL
 TN0384  ___________________________________________________________________
 TN0384* NAD 83(1986)-  48 15 33.     (N)    115 50 44.     (W)     SCALED    
 TN0384* NAVD 88     -       715.741  (meters)    2348.23   (feet)  ADJUSTED  
 TN0384  ___________________________________________________________________
 TN0384  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TN0384  DYNAMIC HT  -         715.764 (meters)    2348.30  (feet)  COMP
 TN0384  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 TN0384
 TN0384  VERT ORDER  -  SECOND    CLASS 0
 TN0384
 TN0384.The horizontal coordinates were scaled from a topographic map and have
 TN0384.an estimated accuracy of +/- 6 seconds.
 TN0384
 TN0384.The orthometric height was determined by differential leveling
 TN0384.and adjusted by the National Geodetic Survey in June 1991..
 TN0384
 TN0384.The geoid height was determined by GEOID03.
 TN0384
 TN0384.The dynamic height is computed by dividing the NAVD 88
 TN0384.geopotential number by the normal gravity value computed on the
 TN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0384.degrees latitude (g = 980.6199 gals.).
 TN0384
 TN0384.The modeled gravity was interpolated from observed gravity values.
 TN0384
 TN0384;                    North         East    Units  Estimated Accuracy
 TN0384;SPC MT       -   464,570.      129,530.      MT  (+/- 180 meters Scaled)
 TN0384
 TN0384                          SUPERSEDED SURVEY CONTROL
 TN0384
 TN0384  NGVD 29 (??/??/92)  714.560  (m)         2344.35   (f) ADJ UNCH    2 0
 TN0384
 TN0384.Superseded values are not recommended for survey control.
 TN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0384.See file dsdata.txt to determine how the superseded data were derived.
 TN0384
 TN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP856457(NAD 83)
 TN0384_MARKER: DD = SURVEY DISK
 TN0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0384_STAMPING: K 11 1929
 TN0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0384+STABILITY: SURFACE MOTION
 TN0384
 TN0384  HISTORY     - Date     Condition        Report By
 TN0384  HISTORY     - 1929     MONUMENTED       USGS
 TN0384  HISTORY     - 1934     GOOD             NGS
 TN0384
 TN0384                          STATION DESCRIPTION
 TN0384
 TN0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0384'17.9 MI S FROM TROY.
 TN0384'17.9 MILES SOUTH ALONG THE BULL LAKE ROAD FROM TROY, ABOUT 300 FEET
 TN0384'SOUTH OF A CORNER OF MUSKRAT FENCE, 50 FEET SOUTH OF HIGHWAY POST 220,
 TN0384'AND 20 FEET WEST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 TN0384'STANDARD DISK, STAMPED K 11 1929 AND SET IN THE TOP OF A CONCRETE
 TN0384'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0578 ***********************************************************************
 RV0578  DESIGNATION -  K 11 Q
 RV0578  PID         -  RV0578
 RV0578  STATE/COUNTY-  MT/WHEATLAND
 RV0578  USGS QUAD   -  HOPLEY CREEK NORTH (1986)
 RV0578
 RV0578                         *CURRENT SURVEY CONTROL
 RV0578  ___________________________________________________________________
 RV0578* NAD 83(1986)-  46 35 46.     (N)    109 58 38.     (W)     SCALED    
 RV0578* NAVD 88     -      1561.066  (meters)    5121.60   (feet)  ADJUSTED  
 RV0578  ___________________________________________________________________
 RV0578  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 RV0578  DYNAMIC HT  -        1560.683 (meters)    5120.34  (feet)  COMP
 RV0578  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 RV0578
 RV0578  VERT ORDER  -  SECOND    CLASS 0
 RV0578
 RV0578.The horizontal coordinates were scaled from a topographic map and have
 RV0578.an estimated accuracy of +/- 6 seconds.
 RV0578
 RV0578.The orthometric height was determined by differential leveling
 RV0578.and adjusted by the National Geodetic Survey in June 1991..
 RV0578
 RV0578.The geoid height was determined by GEOID03.
 RV0578
 RV0578.The dynamic height is computed by dividing the NAVD 88
 RV0578.geopotential number by the normal gravity value computed on the
 RV0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0578.degrees latitude (g = 980.6199 gals.).
 RV0578
 RV0578.The modeled gravity was interpolated from observed gravity values.
 RV0578
 RV0578;                    North         East    Units  Estimated Accuracy
 RV0578;SPC MT       -   260,820.      563,450.      MT  (+/- 180 meters Scaled)
 RV0578
 RV0578                          SUPERSEDED SURVEY CONTROL
 RV0578
 RV0578  NGVD 29 (??/??/92) 1560.04   (m)         5118.2    (f) COMPUTED    2 0
 RV0578
 RV0578.Superseded values are not recommended for survey control.
 RV0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0578.See file dsdata.txt to determine how the superseded data were derived.
 RV0578
 RV0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS783607(NAD 83)
 RV0578_MARKER: DS = TRIANGULATION STATION DISK
 RV0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0578_STAMPING: K 11 Q 1961
 RV0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0578+STABILITY: SURFACE MOTION
 RV0578
 RV0578  HISTORY     - Date     Condition        Report By
 RV0578  HISTORY     - 1961     MONUMENTED       CGS
 RV0578
 RV0578                          STATION DESCRIPTION
 RV0578
 RV0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0578'16.65 MI NW FROM HARLOWTON.
 RV0578'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0578'HARLOWTON, THENCE 15.3 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.35 MILE
 RV0578'NORTH OF A SCHOOL HOUSE AND TURN IN THE ROAD WITH TANGENTS NORTH AND
 RV0578'EAST, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 43 FEET SOUTH OF
 RV0578'R.M. NO. 2, 28 FEET NORTH OF R.M. NO. 1, 16 FEET SOUTHEAST OF A
 RV0578'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 RV0578'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0577 ***********************************************************************
 RV0577  DESIGNATION -  K 11 Q RM 1
 RV0577  PID         -  RV0577
 RV0577  STATE/COUNTY-  MT/WHEATLAND
 RV0577  USGS QUAD   -  HOPLEY CREEK NORTH (1986)
 RV0577
 RV0577                         *CURRENT SURVEY CONTROL
 RV0577  ___________________________________________________________________
 RV0577* NAD 83(1986)-  46 35 45.     (N)    109 58 38.     (W)     SCALED    
 RV0577* NAVD 88     -      1560.976  (meters)    5121.30   (feet)  ADJUSTED  
 RV0577  ___________________________________________________________________
 RV0577  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 RV0577  DYNAMIC HT  -        1560.592 (meters)    5120.04  (feet)  COMP
 RV0577  MODELED GRAV-     980,313.0   (mgal)                       NAVD 88
 RV0577
 RV0577  VERT ORDER  -  SECOND    CLASS 0
 RV0577
 RV0577.The horizontal coordinates were scaled from a topographic map and have
 RV0577.an estimated accuracy of +/- 6 seconds.
 RV0577
 RV0577.The orthometric height was determined by differential leveling
 RV0577.and adjusted by the National Geodetic Survey in June 1991..
 RV0577
 RV0577.The geoid height was determined by GEOID03.
 RV0577
 RV0577.The dynamic height is computed by dividing the NAVD 88
 RV0577.geopotential number by the normal gravity value computed on the
 RV0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0577.degrees latitude (g = 980.6199 gals.).
 RV0577
 RV0577.The modeled gravity was interpolated from observed gravity values.
 RV0577
 RV0577;                    North         East    Units  Estimated Accuracy
 RV0577;SPC MT       -   260,790.      563,450.      MT  (+/- 180 meters Scaled)
 RV0577
 RV0577                          SUPERSEDED SURVEY CONTROL
 RV0577
 RV0577  NGVD 29 (??/??/92) 1559.95   (m)         5117.9    (f) COMPUTED    2 0
 RV0577
 RV0577.Superseded values are not recommended for survey control.
 RV0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0577.See file dsdata.txt to determine how the superseded data were derived.
 RV0577
 RV0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS783607(NAD 83)
 RV0577_MARKER: DR = REFERENCE MARK DISK
 RV0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0577_STAMPING: K 11 Q NO 1 1961
 RV0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0577+STABILITY: SURFACE MOTION
 RV0577
 RV0577  HISTORY     - Date     Condition        Report By
 RV0577  HISTORY     - 1961     MONUMENTED       CGS
 RV0577
 RV0577                          STATION DESCRIPTION
 RV0577
 RV0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0577'16.65 MI NW FROM HARLOWTON.
 RV0577'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0577'HARLOWTON, THENCE 15.3 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.35 MILE
 RV0577'NORTH OF A SCHOOL AND TURN IN THE ROAD WITH TANGENTS EAST AND NORTH,
 RV0577'28 FEET SOUTH OF K 11 Q, 71 FEET SOUTH OF R.M. NO. 2, 30 FEET EAST OF
 RV0577'THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 RV0577'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0579 ***********************************************************************
 RV0579  DESIGNATION -  K 11 Q RM 2
 RV0579  PID         -  RV0579
 RV0579  STATE/COUNTY-  MT/WHEATLAND
 RV0579  USGS QUAD   -  HOPLEY CREEK NORTH (1986)
 RV0579
 RV0579                         *CURRENT SURVEY CONTROL
 RV0579  ___________________________________________________________________
 RV0579* NAD 83(1986)-  46 35 46.     (N)    109 58 39.     (W)     SCALED    
 RV0579* NAVD 88     -      1561.236  (meters)    5122.16   (feet)  ADJUSTED  
 RV0579  ___________________________________________________________________
 RV0579  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 RV0579  DYNAMIC HT  -        1560.852 (meters)    5120.90  (feet)  COMP
 RV0579  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 RV0579
 RV0579  VERT ORDER  -  SECOND    CLASS 0
 RV0579
 RV0579.The horizontal coordinates were scaled from a topographic map and have
 RV0579.an estimated accuracy of +/- 6 seconds.
 RV0579
 RV0579.The orthometric height was determined by differential leveling
 RV0579.and adjusted by the National Geodetic Survey in June 1991..
 RV0579
 RV0579.The geoid height was determined by GEOID03.
 RV0579
 RV0579.The dynamic height is computed by dividing the NAVD 88
 RV0579.geopotential number by the normal gravity value computed on the
 RV0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0579.degrees latitude (g = 980.6199 gals.).
 RV0579
 RV0579.The modeled gravity was interpolated from observed gravity values.
 RV0579
 RV0579;                    North         East    Units  Estimated Accuracy
 RV0579;SPC MT       -   260,820.      563,430.      MT  (+/- 180 meters Scaled)
 RV0579
 RV0579                          SUPERSEDED SURVEY CONTROL
 RV0579
 RV0579  NGVD 29 (??/??/92) 1560.21   (m)         5118.8    (f) COMPUTED    2 0
 RV0579
 RV0579.Superseded values are not recommended for survey control.
 RV0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0579.See file dsdata.txt to determine how the superseded data were derived.
 RV0579
 RV0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS783607(NAD 83)
 RV0579_MARKER: DR = REFERENCE MARK DISK
 RV0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0579_STAMPING: K 11 Q NO 2 1961
 RV0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0579+STABILITY: SURFACE MOTION
 RV0579
 RV0579  HISTORY     - Date     Condition        Report By
 RV0579  HISTORY     - 1961     MONUMENTED       CGS
 RV0579
 RV0579                          STATION DESCRIPTION
 RV0579
 RV0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0579'16.65 MI NW FROM HARLOWTON.
 RV0579'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0579'HARLOWTON, THENCE 15.3 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.35 MILE
 RV0579'NORTH OF A SCHOOL AND TURN IN THE ROAD WITH TANGENTS EAST AND NORTH,
 RV0579'43 FEET NORTH OF K 11 Q, 71 FEET NORTH OF R.M. 1, 30 FEET EAST OF THE
 RV0579'CENTER LINE OF THE ROAD, 29 1/2 FEET NORTH-NORTHEAST OF A WITNESS
 RV0579'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 RV0579'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0233 ***********************************************************************
 ST0233  DESIGNATION -  K 110
 ST0233  PID         -  ST0233
 ST0233  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0233  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0233
 ST0233                         *CURRENT SURVEY CONTROL
 ST0233  ___________________________________________________________________
 ST0233* NAD 83(1986)-  47 13 14.     (N)    112 06 36.     (W)     SCALED    
 ST0233* NAVD 88     -      1212.532  (meters)    3978.12   (feet)  ADJUSTED  
 ST0233  ___________________________________________________________________
 ST0233  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 ST0233  DYNAMIC HT  -        1212.361 (meters)    3977.55  (feet)  COMP
 ST0233  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 ST0233
 ST0233  VERT ORDER  -  SECOND    CLASS 0
 ST0233
 ST0233.The horizontal coordinates were scaled from a topographic map and have
 ST0233.an estimated accuracy of +/- 6 seconds.
 ST0233
 ST0233.The orthometric height was determined by differential leveling
 ST0233.and adjusted by the National Geodetic Survey in June 1991..
 ST0233
 ST0233.The geoid height was determined by GEOID03.
 ST0233
 ST0233.The dynamic height is computed by dividing the NAVD 88
 ST0233.geopotential number by the normal gravity value computed on the
 ST0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0233.degrees latitude (g = 980.6199 gals.).
 ST0233
 ST0233.The modeled gravity was interpolated from observed gravity values.
 ST0233
 ST0233;                    North         East    Units  Estimated Accuracy
 ST0233;SPC MT       -   333,370.      402,470.      MT  (+/- 180 meters Scaled)
 ST0233
 ST0233                          SUPERSEDED SURVEY CONTROL
 ST0233
 ST0233  NGVD 29 (??/??/92) 1211.551  (m)         3974.90   (f) ADJ UNCH    2 0
 ST0233
 ST0233.Superseded values are not recommended for survey control.
 ST0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0233.See file dsdata.txt to determine how the superseded data were derived.
 ST0233
 ST0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT159302(NAD 83)
 ST0233_MARKER: DB = BENCH MARK DISK
 ST0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0233_STAMPING: K 110 1934
 ST0233_MARK LOGO: CGS   
 ST0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0233+STABILITY: SURFACE MOTION
 ST0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0233+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0233
 ST0233  HISTORY     - Date     Condition        Report By
 ST0233  HISTORY     - 1934     MONUMENTED       CGS
 ST0233  HISTORY     - 1961     GOOD             NGS
 ST0233  HISTORY     - 1962     GOOD             NGS
 ST0233  HISTORY     - 19961016 GOOD             NGS
 ST0233
 ST0233                          STATION DESCRIPTION
 ST0233
 ST0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0233'23.95 MI SE FROM AUGUSTA.
 ST0233'23.95 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0233'AUGUSTA, AT A FENCE CORNER, 59 FEET WEST OF THE CENTER OF A CREEK, 47
 ST0233'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF THE
 ST0233'FENCE CORNER, 4 FEET SOUTH-SOUTHEAST OF THE WEST END OF A GATE, 1.3
 ST0233'FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND
 ST0233'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ST0233'GROUND.
 ST0233
 ST0233                          STATION RECOVERY (1962)
 ST0233
 ST0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 ST0233'RECOVERED IN GOOD CONDITION.
 ST0233
 ST0233                          STATION RECOVERY (1996)
 ST0233
 ST0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0233'5.1 MI (8.2 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE JUNCTION OF
 ST0233'U.S.  HIGHWAY 287 AND STATE HIGHWAY 200, IN BOWMANS CORNER, TO MILE
 ST0233'POST 15, 0.3 MI (0.5 KM) SOUTHEAST ALONG THE HIGHWAY TO THE MARK ON
 ST0233'THE RIGHT AT THE OLD HIGHWAY, 250.0 FT (76.2 M) SOUTHWEST OF THE
 ST0233'CENTER OF U.S.  HIGHWAY 287, 47.0 FT (14.3 M) EAST OF THE CENTER OF
 ST0233'THE OLD HIGHWAY, 1.3 FT (0.4 M) EAST OF A WITNESS POST AND AT A
 ST0233'SECTION FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0046 ***********************************************************************
 ST0046  DESIGNATION -  K 111
 ST0046  PID         -  ST0046
 ST0046  STATE/COUNTY-  MT/TETON
 ST0046  USGS QUAD   -  CHOTEAU (1987)
 ST0046
 ST0046                         *CURRENT SURVEY CONTROL
 ST0046  ___________________________________________________________________
 ST0046* NAD 83(1986)-  47 46 00.     (N)    112 11 58.     (W)     SCALED    
 ST0046* NAVD 88     -      1171.151  (meters)    3842.35   (feet)  ADJUSTED  
 ST0046  ___________________________________________________________________
 ST0046  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 ST0046  DYNAMIC HT  -        1171.070 (meters)    3842.09  (feet)  COMP
 ST0046  MODELED GRAV-     980,501.9   (mgal)                       NAVD 88
 ST0046
 ST0046  VERT ORDER  -  SECOND    CLASS 0
 ST0046
 ST0046.The horizontal coordinates were scaled from a topographic map and have
 ST0046.an estimated accuracy of +/- 6 seconds.
 ST0046
 ST0046.The orthometric height was determined by differential leveling
 ST0046.and adjusted by the National Geodetic Survey in June 1991..
 ST0046
 ST0046.The geoid height was determined by GEOID03.
 ST0046
 ST0046.The dynamic height is computed by dividing the NAVD 88
 ST0046.geopotential number by the normal gravity value computed on the
 ST0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0046.degrees latitude (g = 980.6199 gals.).
 ST0046
 ST0046.The modeled gravity was interpolated from observed gravity values.
 ST0046
 ST0046;                    North         East    Units  Estimated Accuracy
 ST0046;SPC MT       -   394,250.      397,790.      MT  (+/- 180 meters Scaled)
 ST0046
 ST0046                          SUPERSEDED SURVEY CONTROL
 ST0046
 ST0046  NGVD 29 (??/??/92) 1170.189  (m)         3839.20   (f) ADJ UNCH    2 0
 ST0046
 ST0046.Superseded values are not recommended for survey control.
 ST0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0046.See file dsdata.txt to determine how the superseded data were derived.
 ST0046
 ST0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT101910(NAD 83)
 ST0046_MARKER: DB = BENCH MARK DISK
 ST0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0046_STAMPING: K 111 1934
 ST0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0046+STABILITY: SURFACE MOTION
 ST0046
 ST0046  HISTORY     - Date     Condition        Report By
 ST0046  HISTORY     - 1934     MONUMENTED       CGS
 ST0046  HISTORY     - 1961     GOOD             NGS
 ST0046
 ST0046                          STATION DESCRIPTION
 ST0046
 ST0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0046'3.8 MI S FROM CHOTEAU.
 ST0046'3.45 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0046'CHOTEAU, THENCE 0.35 MILE EAST ALONG A GRAVELED ROAD, 50 YARDS WEST OF
 ST0046'A WOODEN CATTLE UNDERPASS, 44 FEET NORTH OF THE CENTER LINE OF THE
 ST0046'ROAD, 15 FEET NORTH OF A FENCE, 4 FEET WEST OF A NORTH-SOUTH FENCE
 ST0046'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ST0046'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0064 ***********************************************************************
 ST0064  DESIGNATION -  K 112
 ST0064  PID         -  ST0064
 ST0064  STATE/COUNTY-  MT/TETON
 ST0064  USGS QUAD   -  BYNUM (1987)
 ST0064
 ST0064                         *CURRENT SURVEY CONTROL
 ST0064  ___________________________________________________________________
 ST0064* NAD 83(1986)-  47 58 48.     (N)    112 18 33.     (W)     SCALED    
 ST0064* NAVD 88     -      1211.564  (meters)    3974.94   (feet)  ADJUSTED  
 ST0064  ___________________________________________________________________
 ST0064  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 ST0064  DYNAMIC HT  -        1211.515 (meters)    3974.78  (feet)  COMP
 ST0064  MODELED GRAV-     980,529.0   (mgal)                       NAVD 88
 ST0064
 ST0064  VERT ORDER  -  SECOND    CLASS 0
 ST0064
 ST0064.The horizontal coordinates were scaled from a topographic map and have
 ST0064.an estimated accuracy of +/- 6 seconds.
 ST0064
 ST0064.The orthometric height was determined by differential leveling
 ST0064.and adjusted by the National Geodetic Survey in June 1991..
 ST0064
 ST0064.The geoid height was determined by GEOID03.
 ST0064
 ST0064.The dynamic height is computed by dividing the NAVD 88
 ST0064.geopotential number by the normal gravity value computed on the
 ST0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0064.degrees latitude (g = 980.6199 gals.).
 ST0064
 ST0064.The modeled gravity was interpolated from observed gravity values.
 ST0064
 ST0064;                    North         East    Units  Estimated Accuracy
 ST0064;SPC MT       -   418,230.      390,430.      MT  (+/- 180 meters Scaled)
 ST0064
 ST0064                          SUPERSEDED SURVEY CONTROL
 ST0064
 ST0064  NGVD 29 (??/??/92) 1210.57   (m)         3971.7    (f) COMPUTED    2 0
 ST0064
 ST0064.Superseded values are not recommended for survey control.
 ST0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0064.See file dsdata.txt to determine how the superseded data were derived.
 ST0064
 ST0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU023149(NAD 83)
 ST0064_MARKER: DB = BENCH MARK DISK
 ST0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0064_SP_SET: FOOTING
 ST0064_STAMPING: K 112 1934
 ST0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0064
 ST0064  HISTORY     - Date     Condition        Report By
 ST0064  HISTORY     - 1934     MONUMENTED       CGS
 ST0064  HISTORY     - 1957     GOOD             NGS
 ST0064
 ST0064                          STATION DESCRIPTION
 ST0064
 ST0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 ST0064'IN BYNUM.
 ST0064'AT BYNUM, TETON COUNTY, ABOUT 180 FEET NORTH OF THE GREAT NORTHERN
 ST0064'RAILWAY STATION, AT THE WATER TOWER, AND IN TOP OF THE NORTHEAST
 ST0064'CONCRETE FOOTING.  A STANDARD DISK, STAMPED K 112 1934.  NOTE-- THE
 ST0064'WATER TOWER HAS BEEN REMOVED.  THE FOOTINGS REMAIN IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0049 ***********************************************************************
 TM0049  DESIGNATION -  K 113 RESET
 TM0049  PID         -  TM0049
 TM0049  STATE/COUNTY-  MT/PONDERA
 TM0049  USGS QUAD   -  DUPUYER WEST (1968)
 TM0049
 TM0049                         *CURRENT SURVEY CONTROL
 TM0049  ___________________________________________________________________
 TM0049* NAD 83(1986)-  48 14 17.     (N)    112 31 57.     (W)     SCALED    
 TM0049* NAVD 88     -      1221.93   (meters)    4008.9    (feet)  RESET     
 TM0049  ___________________________________________________________________
 TM0049  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 TM0049
 TM0049  VERT ORDER  -  THIRD
 TM0049
 TM0049.The horizontal coordinates were scaled from a topographic map and have
 TM0049.an estimated accuracy of +/- 6 seconds.
 TM0049
 TM0049.The orthometric height was computed from unverified reset data.
 TM0049
 TM0049.The geoid height was determined by GEOID03.
 TM0049
 TM0049;                    North         East    Units  Estimated Accuracy
 TM0049;SPC MT       -   447,510.      374,880.      MT  (+/- 180 meters Scaled)
 TM0049
 TM0049                          SUPERSEDED SURVEY CONTROL
 TM0049
 TM0049  NGVD 29 (??/??/??) 1220.85   (m)         4005.4    (f) RESET       3  
 TM0049
 TM0049.Superseded values are not recommended for survey control.
 TM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0049.See file dsdata.txt to determine how the superseded data were derived.
 TM0049
 TM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU862438(NAD 83)
 TM0049_MARKER: DB = BENCH MARK DISK
 TM0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TM0049_SP_SET: CULVERT
 TM0049_STAMPING: K 113 RESET 1965
 TM0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TM0049
 TM0049  HISTORY     - Date     Condition        Report By
 TM0049  HISTORY     - 1965     MONUMENTED       MTDH
 TM0049
 TM0049                          STATION DESCRIPTION
 TM0049
 TM0049'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1965
 TM0049'3.7 MI N FROM DUPUYER.
 TM0049'ABOUT 3.7 MILES NORTH ALONG U. S. HIGHWAY 89 FROM DUPUYER, PONDERA
 TM0049'COUNTY, AT A DOUBLE CONCRETE-BOX CULVERT, AND IN THE TOP OF THE SOUTH
 TM0049'END OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0464 ***********************************************************************
 ST0464  DESIGNATION -  K 115
 ST0464  PID         -  ST0464
 ST0464  STATE/COUNTY-  MT/LAKE
 ST0464  USGS QUAD   -  YEW CREEK (1994)
 ST0464
 ST0464                         *CURRENT SURVEY CONTROL
 ST0464  ___________________________________________________________________
 ST0464* NAD 83(1986)-  47 58 08.     (N)    113 54 22.     (W)     SCALED    
 ST0464* NAVD 88     -       943.450  (meters)    3095.30   (feet)  ADJUSTED  
 ST0464  ___________________________________________________________________
 ST0464  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 ST0464  DYNAMIC HT  -         943.405 (meters)    3095.15  (feet)  COMP
 ST0464  MODELED GRAV-     980,533.1   (mgal)                       NAVD 88
 ST0464
 ST0464  VERT ORDER  -  SECOND    CLASS 0
 ST0464
 ST0464.The horizontal coordinates were scaled from a topographic map and have
 ST0464.an estimated accuracy of +/- 6 seconds.
 ST0464
 ST0464.The orthometric height was determined by differential leveling
 ST0464.and adjusted by the National Geodetic Survey in June 1991..
 ST0464
 ST0464.The geoid height was determined by GEOID03.
 ST0464
 ST0464.The dynamic height is computed by dividing the NAVD 88
 ST0464.geopotential number by the normal gravity value computed on the
 ST0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0464.degrees latitude (g = 980.6199 gals.).
 ST0464
 ST0464.The modeled gravity was interpolated from observed gravity values.
 ST0464
 ST0464;                    North         East    Units  Estimated Accuracy
 ST0464;SPC MT       -   422,490.      271,320.      MT  (+/- 180 meters Scaled)
 ST0464
 ST0464                          SUPERSEDED SURVEY CONTROL
 ST0464
 ST0464  NGVD 29 (??/??/92)  942.321  (m)         3091.60   (f) ADJ UNCH    2 0
 ST0464
 ST0464.Superseded values are not recommended for survey control.
 ST0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0464.See file dsdata.txt to determine how the superseded data were derived.
 ST0464
 ST0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU830169(NAD 83)
 ST0464_MARKER: DB = BENCH MARK DISK
 ST0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0464_STAMPING: K 115 1934
 ST0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0464+STABILITY: SURFACE MOTION
 ST0464
 ST0464  HISTORY     - Date     Condition        Report By
 ST0464  HISTORY     - 1934     MONUMENTED       CGS
 ST0464  HISTORY     - 1965     MARK NOT FOUND   USGS
 ST0464
 ST0464                          STATION DESCRIPTION
 ST0464
 ST0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0464'5.1 MI NW FROM SWAN LAKE.
 ST0464'5.1 MILES NORTHWEST ALONG STATE HIGHWAY FROM SWAN LAKE, LAKE COUNTY,
 ST0464'AT A CURVE CLOSE TO THE BANK OF SWAN LAKE, AND 31 FEET SOUTHWEST OF
 ST0464'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 115 1934
 ST0464'AND SET IN THE  TOP OF A CONCRETE POST.
 ST0464
 ST0464                          STATION RECOVERY (1965)
 ST0464
 ST0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ST0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0089 ***********************************************************************
 QY0089  DESIGNATION -  K 117
 QY0089  PID         -  QY0089
 QY0089  STATE/COUNTY-  MT/MADISON
 QY0089  USGS QUAD   -  ALDER (1963)
 QY0089
 QY0089                         *CURRENT SURVEY CONTROL
 QY0089  ___________________________________________________________________
 QY0089* NAD 83(1986)-  45 15 06.     (N)    112 06 15.     (W)     SCALED    
 QY0089* NAVD 88     -      1610.159  (meters)    5282.66   (feet)  ADJUSTED  
 QY0089  ___________________________________________________________________
 QY0089  GEOID HEIGHT-         -10.32  (meters)                     GEOID03
 QY0089  DYNAMIC HT  -        1609.466 (meters)    5280.39  (feet)  COMP
 QY0089  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 QY0089
 QY0089  VERT ORDER  -  SECOND    CLASS 0
 QY0089
 QY0089.The horizontal coordinates were scaled from a topographic map and have
 QY0089.an estimated accuracy of +/- 6 seconds.
 QY0089
 QY0089.The orthometric height was determined by differential leveling
 QY0089.and adjusted by the National Geodetic Survey in June 1991..
 QY0089
 QY0089.The geoid height was determined by GEOID03.
 QY0089
 QY0089.The dynamic height is computed by dividing the NAVD 88
 QY0089.geopotential number by the normal gravity value computed on the
 QY0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0089.degrees latitude (g = 980.6199 gals.).
 QY0089
 QY0089.The modeled gravity was interpolated from observed gravity values.
 QY0089
 QY0089;                    North         East    Units  Estimated Accuracy
 QY0089;SPC MT       -   114,730.      395,640.      MT  (+/- 180 meters Scaled)
 QY0089
 QY0089                          SUPERSEDED SURVEY CONTROL
 QY0089
 QY0089  NGVD 29 (??/??/92) 1608.947  (m)         5278.69   (f) ADJ UNCH    2 0
 QY0089
 QY0089.Superseded values are not recommended for survey control.
 QY0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0089.See file dsdata.txt to determine how the superseded data were derived.
 QY0089
 QY0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR133115(NAD 83)
 QY0089_MARKER: DB = BENCH MARK DISK
 QY0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0089_STAMPING: K 117 1934
 QY0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0089+STABILITY: SURFACE MOTION
 QY0089
 QY0089  HISTORY     - Date     Condition        Report By
 QY0089  HISTORY     - 1934     MONUMENTED       CGS
 QY0089
 QY0089                          STATION DESCRIPTION
 QY0089
 QY0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0089'6.6 MI SE FROM ALDER.
 QY0089'6.6 MILES SOUTHEAST ALONG THE TWIN BRIDGES-LAKEVIEW ROAD FROM ALDER,
 QY0089'48 YARDS SOUTHWEST OF A SMALL CULVERT, 48 FEET WEST OF THE CENTERLINE
 QY0089'OF THE ROAD, 32 YARDS NORTH OF A LARGE PILE OF ROCKS AND 39 FEET EAST
 QY0089'OF THE BANK OF A RIVER.  A STANDARD DISK, STAMPED K 117 1934 AND SET
 QY0089'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0063 ***********************************************************************
 PZ0063  DESIGNATION -  K 118
 PZ0063  PID         -  PZ0063
 PZ0063  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0063  USGS QUAD   -  ANTELOPE PEAK (1968)
 PZ0063
 PZ0063                         *CURRENT SURVEY CONTROL
 PZ0063  ___________________________________________________________________
 PZ0063* NAD 83(1986)-  44 39 10.     (N)    112 05 47.     (W)     SCALED    
 PZ0063* NAVD 88     -      2018.335  (meters)    6621.82   (feet)  ADJUSTED  
 PZ0063  ___________________________________________________________________
 PZ0063  GEOID HEIGHT-          -9.62  (meters)                     GEOID03
 PZ0063  DYNAMIC HT  -        2017.212 (meters)    6618.14  (feet)  COMP
 PZ0063  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 PZ0063
 PZ0063  VERT ORDER  -  SECOND    CLASS 0
 PZ0063
 PZ0063.The horizontal coordinates were scaled from a topographic map and have
 PZ0063.an estimated accuracy of +/- 6 seconds.
 PZ0063
 PZ0063.The orthometric height was determined by differential leveling
 PZ0063.and adjusted by the National Geodetic Survey in June 1991..
 PZ0063
 PZ0063.The geoid height was determined by GEOID03.
 PZ0063
 PZ0063.The dynamic height is computed by dividing the NAVD 88
 PZ0063.geopotential number by the normal gravity value computed on the
 PZ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0063.degrees latitude (g = 980.6199 gals.).
 PZ0063
 PZ0063.The modeled gravity was interpolated from observed gravity values.
 PZ0063
 PZ0063;                    North         East    Units  Estimated Accuracy
 PZ0063;SPC MT       -    48,190.      394,040.      MT  (+/- 180 meters Scaled)
 PZ0063
 PZ0063                          SUPERSEDED SURVEY CONTROL
 PZ0063
 PZ0063  NGVD 29 (??/??/92) 2016.979  (m)         6617.37   (f) ADJ UNCH    2 0
 PZ0063
 PZ0063.Superseded values are not recommended for survey control.
 PZ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0063.See file dsdata.txt to determine how the superseded data were derived.
 PZ0063
 PZ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ130449(NAD 83)
 PZ0063_MARKER: DB = BENCH MARK DISK
 PZ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0063_STAMPING: K 118 1934
 PZ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0063+STABILITY: SURFACE MOTION
 PZ0063
 PZ0063  HISTORY     - Date     Condition        Report By
 PZ0063  HISTORY     - 1934     MONUMENTED       CGS
 PZ0063  HISTORY     - 1964     GOOD             NGS
 PZ0063
 PZ0063                          STATION DESCRIPTION
 PZ0063
 PZ0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0063'18.6 MI NW FROM LAKEVIEW.
 PZ0063'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PZ0063'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PZ0063'DIRT ROAD, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, 74 FEET
 PZ0063'NORTHEAST OF THE CENTER OF A JUNCTION OF THE GRADED DIRT ROAD AND A
 PZ0063'GRADED DIRT ROAD LEADING NORTH, 36 FEET NORTH OF THE CENTER LINE OF
 PZ0063'THE EAST-WEST ROAD, 65 FEET EAST OF THE CENTER LINE OF THE ROAD
 PZ0063'LEADING NORTH, 1 1/2 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 PZ0063'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0385 ***********************************************************************
 TN0385  DESIGNATION -  K 12
 TN0385  PID         -  TN0385
 TN0385  STATE/COUNTY-  MT/LINCOLN
 TN0385  USGS QUAD   -  IBEX PEAK (1983)
 TN0385
 TN0385                         *CURRENT SURVEY CONTROL
 TN0385  ___________________________________________________________________
 TN0385* NAD 83(1986)-  48 13 23.     (N)    115 50 31.     (W)     SCALED    
 TN0385* NAVD 88     -       715.576  (meters)    2347.69   (feet)  ADJUSTED  
 TN0385  ___________________________________________________________________
 TN0385  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0385  DYNAMIC HT  -         715.600 (meters)    2347.76  (feet)  COMP
 TN0385  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 TN0385
 TN0385  VERT ORDER  -  SECOND    CLASS 0
 TN0385
 TN0385.The horizontal coordinates were scaled from a topographic map and have
 TN0385.an estimated accuracy of +/- 6 seconds.
 TN0385
 TN0385.The orthometric height was determined by differential leveling
 TN0385.and adjusted by the National Geodetic Survey in June 1991..
 TN0385
 TN0385.The geoid height was determined by GEOID03.
 TN0385
 TN0385.The dynamic height is computed by dividing the NAVD 88
 TN0385.geopotential number by the normal gravity value computed on the
 TN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0385.degrees latitude (g = 980.6199 gals.).
 TN0385
 TN0385.The modeled gravity was interpolated from observed gravity values.
 TN0385
 TN0385;                    North         East    Units  Estimated Accuracy
 TN0385;SPC MT       -   460,550.      129,470.      MT  (+/- 180 meters Scaled)
 TN0385
 TN0385                          SUPERSEDED SURVEY CONTROL
 TN0385
 TN0385  NGVD 29 (??/??/92)  714.398  (m)         2343.82   (f) ADJ UNCH    2 0
 TN0385
 TN0385.Superseded values are not recommended for survey control.
 TN0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0385.See file dsdata.txt to determine how the superseded data were derived.
 TN0385
 TN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP860417(NAD 83)
 TN0385_MARKER: DD = SURVEY DISK
 TN0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0385_STAMPING: K 12 1929
 TN0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0385+STABILITY: SURFACE MOTION
 TN0385
 TN0385  HISTORY     - Date     Condition        Report By
 TN0385  HISTORY     - 1929     MONUMENTED       USGS
 TN0385  HISTORY     - 1966     MARK NOT FOUND   USGS
 TN0385
 TN0385                          STATION DESCRIPTION
 TN0385
 TN0385'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 TN0385'20.5 MI S FROM TROY.
 TN0385'20.5 MILES SOUTH ALONG THE BULL LAKE ROAD FROM TROY, 100 FEET NORTH OF
 TN0385'A STONE CULVERT, DIRECTLY OPPOSITE A GROUP OF OLD LOGGING BUILDINGS,
 TN0385'AND 20 FEET WEST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 TN0385'STANDARD DISK, STAMPED K 12 1929 AND SET IN THE TOP OF A CONCRETE
 TN0385'POST.  NOTE-- ROAD RESURFACING AND IMPROVEMENTS HAVE BEEN MADE IN THE
 TN0385'AREA.
 TN0385
 TN0385                          STATION RECOVERY (1966)
 TN0385
 TN0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TN0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0266 ***********************************************************************
 TL0266  DESIGNATION -  K 12
 TL0266  PID         -  TL0266
 TL0266  STATE/COUNTY-  MT/TOOLE
 TL0266  USGS QUAD   -  DUNKIRK (1967)
 TL0266
 TL0266                         *CURRENT SURVEY CONTROL
 TL0266  ___________________________________________________________________
 TL0266* NAD 83(1986)-  48 28 38.     (N)    111 43 35.     (W)     SCALED    
 TL0266* NAVD 88     -      1020.717  (meters)    3348.80   (feet)  POSTED    
 TL0266  ___________________________________________________________________
 TL0266  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 TL0266  DYNAMIC HT  -        1020.790 (meters)    3349.04  (feet)  COMP
 TL0266  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 TL0266
 TL0266  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0266
 TL0266.The horizontal coordinates were scaled from a topographic map and have
 TL0266.an estimated accuracy of +/- 6 seconds.
 TL0266
 TL0266.The orthometric height was determined by differential leveling
 TL0266.and adjusted by the National Geodetic Survey in 1992..
 TL0266.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0266.rate of 0.0 thru 1.0 mm/km.
 TL0266
 TL0266.The geoid height was determined by GEOID03.
 TL0266
 TL0266.The dynamic height is computed by dividing the NAVD 88
 TL0266.geopotential number by the normal gravity value computed on the
 TL0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0266.degrees latitude (g = 980.6199 gals.).
 TL0266
 TL0266.The modeled gravity was interpolated from observed gravity values.
 TL0266
 TL0266;                    North         East    Units  Estimated Accuracy
 TL0266;SPC MT       -   472,080.      435,460.      MT  (+/- 180 meters Scaled)
 TL0266
 TL0266                          SUPERSEDED SURVEY CONTROL
 TL0266
 TL0266  NGVD 29 (??/??/92) 1019.730  (m)         3345.56   (f) ADJ UNCH    1 2
 TL0266
 TL0266.Superseded values are not recommended for survey control.
 TL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0266.See file dsdata.txt to determine how the superseded data were derived.
 TL0266
 TL0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU463695(NAD 83)
 TL0266_MARKER: P = PIPE CAP
 TL0266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0266_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0266
 TL0266  HISTORY     - Date     Condition        Report By
 TL0266  HISTORY     - UNK      MONUMENTED       CGS
 TL0266  HISTORY     - 1914     GOOD             NGS
 TL0266  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0266  HISTORY     - 1979     MARK NOT FOUND   NGS
 TL0266
 TL0266                          STATION DESCRIPTION
 TL0266
 TL0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1914
 TL0266'2.8 MI W FROM DUNKIRK.
 TL0266'ABOUT 2.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TL0266'AT DUNKIRK, TOOLE COUNTY, AT MILEAGE 1059.2, ABOUT 20 YARDS SOUTH OF
 TL0266'THE TRACK, AND AT THE FENCE.  A STANDARD CAP, STAMPED 3345.564 AND
 TL0266'FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TL0266
 TL0266                          STATION RECOVERY (1967)
 TL0266
 TL0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0266'MARK NOT FOUND.
 TL0266
 TL0266                          STATION RECOVERY (1979)
 TL0266
 TL0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0266'NOTE=AREA DESCRIBED HAS BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0374 ***********************************************************************
 RU0374  DESIGNATION -  K 120
 RU0374  PID         -  RU0374
 RU0374  STATE/COUNTY-  MT/YELLOWSTONE
 RU0374  USGS QUAD   -  MEXICAN BUTTES (1980)
 RU0374
 RU0374                         *CURRENT SURVEY CONTROL
 RU0374  ___________________________________________________________________
 RU0374* NAD 83(1986)-  46 17 05.     (N)    107 40 40.     (W)     SCALED    
 RU0374* NAVD 88     -      1037.716  (meters)    3404.57   (feet)  POSTED    
 RU0374  ___________________________________________________________________
 RU0374  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 RU0374  DYNAMIC HT  -        1037.580 (meters)    3404.13  (feet)  COMP
 RU0374  MODELED GRAV-     980,448.7   (mgal)                       NAVD 88
 RU0374
 RU0374  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RU0374
 RU0374.The horizontal coordinates were scaled from a topographic map and have
 RU0374.an estimated accuracy of +/- 6 seconds.
 RU0374
 RU0374.The orthometric height was determined by differential leveling
 RU0374.and adjusted by the National Geodetic Survey in 1992..
 RU0374.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RU0374.rate of 0.0 thru 1.0 mm/km.
 RU0374
 RU0374.The geoid height was determined by GEOID03.
 RU0374
 RU0374.The dynamic height is computed by dividing the NAVD 88
 RU0374.geopotential number by the normal gravity value computed on the
 RU0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0374.degrees latitude (g = 980.6199 gals.).
 RU0374
 RU0374.The modeled gravity was interpolated from observed gravity values.
 RU0374
 RU0374;                    North         East    Units  Estimated Accuracy
 RU0374;SPC MT       -   227,740.      740,340.      MT  (+/- 180 meters Scaled)
 RU0374
 RU0374                          SUPERSEDED SURVEY CONTROL
 RU0374
 RU0374  NGVD 29 (??/??/92) 1037.053  (m)         3402.40   (f) ADJ UNCH    2 0
 RU0374
 RU0374.Superseded values are not recommended for survey control.
 RU0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0374.See file dsdata.txt to determine how the superseded data were derived.
 RU0374
 RU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM937291(NAD 83)
 RU0374_MARKER: DB = BENCH MARK DISK
 RU0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0374_STAMPING: K 120 1934
 RU0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0374+STABILITY: SURFACE MOTION
 RU0374
 RU0374  HISTORY     - Date     Condition        Report By
 RU0374  HISTORY     - 1934     MONUMENTED       CGS
 RU0374  HISTORY     - 1975     GOOD             USGS
 RU0374
 RU0374                          STATION DESCRIPTION
 RU0374
 RU0374'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RU0374'13.9 MI N FROM CUSTER.
 RU0374'CUSTER, 14.3 MILES NORTH ALONG CUSTER-MELSTONE GRAVELED ROAD FROM THE
 RU0374'POST OFFICE AT, IN SW 1/4 SECTION 11, T6N, R32E, ON NE SIDE OF WHAT IS
 RU0374'CALLED LOCALLY AS MEXICAN BUTTES.  985 FT. EAST OF ROAD LEADING NORTH
 RU0374'ALONG RIDGE, 64 FT. NORTHEAST CENTER OF ROAD.  12 FT SOUTHWEST OF
 RU0374'FENCELINE.  IN CONCRETE POST PROJECTING 0.8 FT.  A STANDARD DISK.
 RU0374'STAMPED K120, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0392 ***********************************************************************
 RU0392  DESIGNATION -  K 121
 RU0392  PID         -  RU0392
 RU0392  STATE/COUNTY-  MT/ROSEBUD
 RU0392  USGS QUAD   -  GUTHRIDGE RANCH (1962)
 RU0392
 RU0392                         *CURRENT SURVEY CONTROL
 RU0392  ___________________________________________________________________
 RU0392* NAD 83(1986)-  46 37 03.     (N)    107 41 57.     (W)     SCALED    
 RU0392* NAVD 88     -       914.845  (meters)    3001.45   (feet)  ADJUSTED  
 RU0392  ___________________________________________________________________
 RU0392  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 RU0392  DYNAMIC HT  -         914.763 (meters)    3001.18  (feet)  COMP
 RU0392  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 RU0392
 RU0392  VERT ORDER  -  SECOND    CLASS 0
 RU0392
 RU0392.The horizontal coordinates were scaled from a topographic map and have
 RU0392.an estimated accuracy of +/- 6 seconds.
 RU0392
 RU0392.The orthometric height was determined by differential leveling
 RU0392.and adjusted by the National Geodetic Survey in June 1991..
 RU0392
 RU0392.The geoid height was determined by GEOID03.
 RU0392
 RU0392.The dynamic height is computed by dividing the NAVD 88
 RU0392.geopotential number by the normal gravity value computed on the
 RU0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0392.degrees latitude (g = 980.6199 gals.).
 RU0392
 RU0392.The modeled gravity was interpolated from observed gravity values.
 RU0392
 RU0392;                    North         East    Units  Estimated Accuracy
 RU0392;SPC MT       -   264,670.      737,850.      MT  (+/- 180 meters Scaled)
 RU0392
 RU0392                          SUPERSEDED SURVEY CONTROL
 RU0392
 RU0392  NGVD 29 (??/??/92)  914.165  (m)         2999.22   (f) ADJ UNCH    2 0
 RU0392
 RU0392.Superseded values are not recommended for survey control.
 RU0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0392.See file dsdata.txt to determine how the superseded data were derived.
 RU0392
 RU0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM933661(NAD 83)
 RU0392_MARKER: DB = BENCH MARK DISK
 RU0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0392_STAMPING: K 121 1934
 RU0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0392+STABILITY: SURFACE MOTION
 RU0392
 RU0392  HISTORY     - Date     Condition        Report By
 RU0392  HISTORY     - 1934     MONUMENTED       CGS
 RU0392  HISTORY     - 1951     MARK NOT FOUND   NGS
 RU0392
 RU0392                          STATION DESCRIPTION
 RU0392
 RU0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RU0392'2.5 MI E FROM BASCOM.
 RU0392'2.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RU0392'RAILROAD FROM BASCOM, ROSEBUD COUNTY, 54 FEET NORTH OF MILEPOST 1222,
 RU0392'93 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 13 FEET SOUTH OF THE
 RU0392'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 121 1934 AND SET IN
 RU0392'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0027 ***********************************************************************
 RV0027  DESIGNATION -  K 122
 RV0027  PID         -  RV0027
 RV0027  STATE/COUNTY-  MT/MUSSELSHELL
 RV0027  USGS QUAD   -  DELPHIA (1963)
 RV0027
 RV0027                         *CURRENT SURVEY CONTROL
 RV0027  ___________________________________________________________________
 RV0027* NAD 83(1986)-  46 30 54.     (N)    108 09 22.     (W)     SCALED    
 RV0027* NAVD 88     -       920.218  (meters)    3019.08   (feet)  ADJUSTED  
 RV0027  ___________________________________________________________________
 RV0027  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 RV0027  DYNAMIC HT  -         920.128 (meters)    3018.79  (feet)  COMP
 RV0027  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 RV0027
 RV0027  VERT ORDER  -  SECOND    CLASS 0
 RV0027
 RV0027.The horizontal coordinates were scaled from a topographic map and have
 RV0027.an estimated accuracy of +/- 6 seconds.
 RV0027
 RV0027.The orthometric height was determined by differential leveling
 RV0027.and adjusted by the National Geodetic Survey in June 1991..
 RV0027
 RV0027.The geoid height was determined by GEOID03.
 RV0027
 RV0027.The dynamic height is computed by dividing the NAVD 88
 RV0027.geopotential number by the normal gravity value computed on the
 RV0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0027.degrees latitude (g = 980.6199 gals.).
 RV0027
 RV0027.The modeled gravity was interpolated from observed gravity values.
 RV0027
 RV0027;                    North         East    Units  Estimated Accuracy
 RV0027;SPC MT       -   252,580.      703,070.      MT  (+/- 180 meters Scaled)
 RV0027
 RV0027                          SUPERSEDED SURVEY CONTROL
 RV0027
 RV0027  NGVD 29 (??/??/92)  919.516  (m)         3016.78   (f) ADJ UNCH    2 0
 RV0027
 RV0027.Superseded values are not recommended for survey control.
 RV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0027.See file dsdata.txt to determine how the superseded data were derived.
 RV0027
 RV0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS181552(NAD 83)
 RV0027_MARKER: DB = BENCH MARK DISK
 RV0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0027_STAMPING: K 122 1934
 RV0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0027+STABILITY: SURFACE MOTION
 RV0027
 RV0027  HISTORY     - Date     Condition        Report By
 RV0027  HISTORY     - 1934     MONUMENTED       CGS
 RV0027  HISTORY     - 1974     MARK NOT FOUND   USGS
 RV0027
 RV0027                          STATION DESCRIPTION
 RV0027
 RV0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0027'3.2 MI W FROM MUSSELSHELL.
 RV0027'3.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0027'RAILROAD FROM MUSSELSHELL, MUSSELSHELL COUNTY, 7 POLES WEST OF
 RV0027'MILEPOST 1246, 25 YARDS WEST OF THE CENTER OF A ROAD CROSSING, 35 FEET
 RV0027'SOUTH OF THE MAIN TRACK, AND 6 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A
 RV0027'STANDARD DISK, STAMPED K 122 1934 AND SET IN THE TOP OF A CONCRETE
 RV0027'POST.  NOTE-- EVIDENCE THAT A BULLDOZER HAS DONE WORK IN THAT
 RV0027'IMMEDIATE AREA.
 RV0027
 RV0027                          STATION RECOVERY (1974)
 RV0027
 RV0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RV0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0269 ***********************************************************************
 RV0269  DESIGNATION -  K 123
 RV0269  PID         -  RV0269
 RV0269  STATE/COUNTY-  MT/WHEATLAND
 RV0269  USGS QUAD   -  HARLOWTON SW (1986)
 RV0269
 RV0269                         *CURRENT SURVEY CONTROL
 RV0269  ___________________________________________________________________
 RV0269* NAD 83(1986)-  46 18 04.     (N)    109 53 00.     (W)     SCALED    
 RV0269* NAVD 88     -      1433.248  (meters)    4702.25   (feet)  ADJUSTED  
 RV0269  ___________________________________________________________________
 RV0269  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 RV0269  DYNAMIC HT  -        1432.895 (meters)    4701.09  (feet)  COMP
 RV0269  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 RV0269
 RV0269  VERT ORDER  -  SECOND    CLASS 0
 RV0269
 RV0269.The horizontal coordinates were scaled from a topographic map and have
 RV0269.an estimated accuracy of +/- 6 seconds.
 RV0269
 RV0269.The orthometric height was determined by differential leveling
 RV0269.and adjusted by the National Geodetic Survey in June 1991..
 RV0269
 RV0269.The geoid height was determined by GEOID03.
 RV0269
 RV0269.The dynamic height is computed by dividing the NAVD 88
 RV0269.geopotential number by the normal gravity value computed on the
 RV0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0269.degrees latitude (g = 980.6199 gals.).
 RV0269
 RV0269.The modeled gravity was interpolated from observed gravity values.
 RV0269
 RV0269;                    North         East    Units  Estimated Accuracy
 RV0269;SPC MT       -   228,000.      570,480.      MT  (+/- 180 meters Scaled)
 RV0269
 RV0269                          SUPERSEDED SURVEY CONTROL
 RV0269
 RV0269  NGVD 29 (??/??/92) 1432.264  (m)         4699.02   (f) ADJ UNCH    2 0
 RV0269
 RV0269.Superseded values are not recommended for survey control.
 RV0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0269.See file dsdata.txt to determine how the superseded data were derived.
 RV0269
 RV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS859281(NAD 83)
 RV0269_MARKER: DB = BENCH MARK DISK
 RV0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0269_STAMPING: K 123 1934
 RV0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0269+STABILITY: SURFACE MOTION
 RV0269
 RV0269  HISTORY     - Date     Condition        Report By
 RV0269  HISTORY     - 1934     MONUMENTED       CGS
 RV0269
 RV0269                          STATION DESCRIPTION
 RV0269
 RV0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0269'10.3 MI S FROM HARLOWTON.
 RV0269'10.3 MILES SOUTH ALONG STATE HIGHWAY 19 FROM HARLOWTON, WHEATLAND
 RV0269'COUNTY, 0.6 MILE SOUTH OF A DESERTED FARMHOUSE, IN FLAT OPEN COUNTRY,
 RV0269'29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF THE
 RV0269'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 123 1934 AND SET IN
 RV0269'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0058 ***********************************************************************
 RW0058  DESIGNATION -  K 126
 RW0058  PID         -  RW0058
 RW0058  STATE/COUNTY-  MT/WHEATLAND
 RW0058  USGS QUAD   -  TWODOT (1972)
 RW0058
 RW0058                         *CURRENT SURVEY CONTROL
 RW0058  ___________________________________________________________________
 RW0058* NAD 83(1986)-  46 25 46.     (N)    110 02 26.     (W)     SCALED    
 RW0058* NAVD 88     -      1339.892  (meters)    4395.96   (feet)  ADJUSTED  
 RW0058  ___________________________________________________________________
 RW0058  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 RW0058  DYNAMIC HT  -        1339.585 (meters)    4394.96  (feet)  COMP
 RW0058  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 RW0058
 RW0058  VERT ORDER  -  SECOND    CLASS 0
 RW0058
 RW0058.The horizontal coordinates were scaled from a topographic map and have
 RW0058.an estimated accuracy of +/- 6 seconds.
 RW0058
 RW0058.The orthometric height was determined by differential leveling
 RW0058.and adjusted by the National Geodetic Survey in June 1991..
 RW0058
 RW0058.The geoid height was determined by GEOID03.
 RW0058
 RW0058.The dynamic height is computed by dividing the NAVD 88
 RW0058.geopotential number by the normal gravity value computed on the
 RW0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0058.degrees latitude (g = 980.6199 gals.).
 RW0058
 RW0058.The modeled gravity was interpolated from observed gravity values.
 RW0058
 RW0058;                    North         East    Units  Estimated Accuracy
 RW0058;SPC MT       -   242,330.      558,480.      MT  (+/- 180 meters Scaled)
 RW0058
 RW0058                          SUPERSEDED SURVEY CONTROL
 RW0058
 RW0058  NGVD 29 (??/??/92) 1338.913  (m)         4392.75   (f) ADJ UNCH    2 0
 RW0058
 RW0058.Superseded values are not recommended for survey control.
 RW0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0058.See file dsdata.txt to determine how the superseded data were derived.
 RW0058
 RW0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS737422(NAD 83)
 RW0058_MARKER: DB = BENCH MARK DISK
 RW0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0058_STAMPING: K 126 1934
 RW0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0058+STABILITY: SURFACE MOTION
 RW0058
 RW0058  HISTORY     - Date     Condition        Report By
 RW0058  HISTORY     - 1934     MONUMENTED       CGS
 RW0058
 RW0058                          STATION DESCRIPTION
 RW0058
 RW0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0058'1.6 MI E FROM TWODOT.
 RW0058'1.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0058'RAILROAD FROM THE STATION AT TWODOT, WHEATLAND COUNTY, 45 FEET NORTH
 RW0058'OF MILEPOST 1346, 40 FEET NORTH OF THE TRACK, AND 2 FEET NORTH OF THE
 RW0058'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 126 1934 AND SET IN
 RW0058'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0082 ***********************************************************************
 RW0082  DESIGNATION -  K 127
 RW0082  PID         -  RW0082
 RW0082  STATE/COUNTY-  MT/MEAGHER
 RW0082  USGS QUAD   -  RINGLING (1980)
 RW0082
 RW0082                         *CURRENT SURVEY CONTROL
 RW0082  ___________________________________________________________________
 RW0082* NAD 83(1986)-  46 16 25.     (N)    110 48 23.     (W)     SCALED    
 RW0082* NAVD 88     -      1616.007  (meters)    5301.85   (feet)  ADJUSTED  
 RW0082  ___________________________________________________________________
 RW0082  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 RW0082  DYNAMIC HT  -        1615.502 (meters)    5300.19  (feet)  COMP
 RW0082  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 RW0082
 RW0082  VERT ORDER  -  SECOND    CLASS 0
 RW0082
 RW0082.The horizontal coordinates were scaled from a topographic map and have
 RW0082.an estimated accuracy of +/- 6 seconds.
 RW0082
 RW0082.The orthometric height was determined by differential leveling
 RW0082.and adjusted by the National Geodetic Survey in June 1991..
 RW0082
 RW0082.The geoid height was determined by GEOID03.
 RW0082
 RW0082.The dynamic height is computed by dividing the NAVD 88
 RW0082.geopotential number by the normal gravity value computed on the
 RW0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0082.degrees latitude (g = 980.6199 gals.).
 RW0082
 RW0082.The modeled gravity was interpolated from observed gravity values.
 RW0082
 RW0082;                    North         East    Units  Estimated Accuracy
 RW0082;SPC MT       -   225,720.      499,360.      MT  (+/- 180 meters Scaled)
 RW0082
 RW0082                          SUPERSEDED SURVEY CONTROL
 RW0082
 RW0082  NGVD 29 (??/??/92) 1614.864  (m)         5298.10   (f) ADJ UNCH    2 0
 RW0082
 RW0082.Superseded values are not recommended for survey control.
 RW0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0082.See file dsdata.txt to determine how the superseded data were derived.
 RW0082
 RW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS149244(NAD 83)
 RW0082_MARKER: DB = BENCH MARK DISK
 RW0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0082_STAMPING: K 127 1934
 RW0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0082+STABILITY: SURFACE MOTION
 RW0082
 RW0082  HISTORY     - Date     Condition        Report By
 RW0082  HISTORY     - 1934     MONUMENTED       CGS
 RW0082  HISTORY     - 1934     GOOD             NGS
 RW0082
 RW0082                          STATION DESCRIPTION
 RW0082
 RW0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0082'IN RINGLING.
 RW0082'AT RINGLING, MEAGHER COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RW0082'PACIFIC RAILROAD, 69 FEET NORTH OF THE NORTH CORNER OF THE STATION, 39
 RW0082'FEET NORTHWEST OF THE MAIN TRACK, AND 20 FEET NORTHEAST OF A SMALL
 RW0082'STATION COALSHED.  A STANDARD DISK, STAMPED K 127 1934 AND SET IN THE
 RW0082'TOP OF A CONCRETE POST.
 RW0082
 RW0082                          STATION RECOVERY (1934)
 RW0082
 RW0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RW0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0159 ***********************************************************************
 QX0159  DESIGNATION -  K 128
 QX0159  PID         -  QX0159
 QX0159  STATE/COUNTY-  MT/PARK
 QX0159  USGS QUAD   -  WILSALL (1980)
 QX0159
 QX0159                         *CURRENT SURVEY CONTROL
 QX0159  ___________________________________________________________________
 QX0159* NAD 83(1986)-  45 55 48.     (N)    110 37 36.     (W)     SCALED    
 QX0159* NAVD 88     -      1496.380  (meters)    4909.37   (feet)  ADJUSTED  
 QX0159  ___________________________________________________________________
 QX0159  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 QX0159  DYNAMIC HT  -        1495.880 (meters)    4907.73  (feet)  COMP
 QX0159  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 QX0159
 QX0159  VERT ORDER  -  SECOND    CLASS 0
 QX0159
 QX0159.The horizontal coordinates were scaled from a topographic map and have
 QX0159.an estimated accuracy of +/- 6 seconds.
 QX0159
 QX0159.The orthometric height was determined by differential leveling
 QX0159.and adjusted by the National Geodetic Survey in June 1991..
 QX0159
 QX0159.The geoid height was determined by GEOID03.
 QX0159
 QX0159.The dynamic height is computed by dividing the NAVD 88
 QX0159.geopotential number by the normal gravity value computed on the
 QX0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0159.degrees latitude (g = 980.6199 gals.).
 QX0159
 QX0159.The modeled gravity was interpolated from observed gravity values.
 QX0159
 QX0159;                    North         East    Units  Estimated Accuracy
 QX0159;SPC MT       -   187,330.      512,660.      MT  (+/- 180 meters Scaled)
 QX0159
 QX0159                          SUPERSEDED SURVEY CONTROL
 QX0159
 QX0159  NGVD 29 (??/??/92) 1495.236  (m)         4905.62   (f) ADJ UNCH    2 0
 QX0159
 QX0159.Superseded values are not recommended for survey control.
 QX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0159.See file dsdata.txt to determine how the superseded data were derived.
 QX0159
 QX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR289863(NAD 83)
 QX0159_MARKER: DB = BENCH MARK DISK
 QX0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0159_STAMPING: K 128 1934
 QX0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0159+STABILITY: SURFACE MOTION
 QX0159
 QX0159  HISTORY     - Date     Condition        Report By
 QX0159  HISTORY     - 1934     MONUMENTED       CGS
 QX0159
 QX0159                          STATION DESCRIPTION
 QX0159
 QX0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QX0159'2.2 MI S FROM SHIELDS.
 QX0159'2.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM SHIELDS, PARK
 QX0159'COUNTY, 1-3/4 POLES SOUTH OF MILEPOST 18, 53 FEET EAST OF THE
 QX0159'CENTERLINE OF THE TRACK, AND 3 FEET WEST OF THE RIGHT OF WAY FENCE. A
 QX0159'STANDARD DISK, STAMPED K 128 1934 AND SET IN THE TOP OF A CONCRETE
 QX0159'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0130 ***********************************************************************
 RW0130  DESIGNATION -  K 129
 RW0130  PID         -  RW0130
 RW0130  STATE/COUNTY-  MT/MEAGHER
 RW0130  USGS QUAD   -  MOOSE MOUNTAIN (1995)
 RW0130
 RW0130                         *CURRENT SURVEY CONTROL
 RW0130  ___________________________________________________________________
 RW0130* NAD 83(1986)-  46 46 11.     (N)    110 50 46.     (W)     SCALED    
 RW0130* NAVD 88     -      1773.773  (meters)    5819.45   (feet)  ADJUSTED  
 RW0130  ___________________________________________________________________
 RW0130  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 RW0130  DYNAMIC HT  -        1773.302 (meters)    5817.91  (feet)  COMP
 RW0130  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 RW0130
 RW0130  VERT ORDER  -  SECOND    CLASS 0
 RW0130
 RW0130.The horizontal coordinates were scaled from a topographic map and have
 RW0130.an estimated accuracy of +/- 6 seconds.
 RW0130
 RW0130.The orthometric height was determined by differential leveling
 RW0130.and adjusted by the National Geodetic Survey in June 1991..
 RW0130
 RW0130.The geoid height was determined by GEOID03.
 RW0130
 RW0130.The dynamic height is computed by dividing the NAVD 88
 RW0130.geopotential number by the normal gravity value computed on the
 RW0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0130.degrees latitude (g = 980.6199 gals.).
 RW0130
 RW0130.The modeled gravity was interpolated from observed gravity values.
 RW0130
 RW0130;                    North         East    Units  Estimated Accuracy
 RW0130;SPC MT       -   280,880.      497,250.      MT  (+/- 180 meters Scaled)
 RW0130
 RW0130                          SUPERSEDED SURVEY CONTROL
 RW0130
 RW0130  NGVD 29 (??/??/92) 1772.677  (m)         5815.86   (f) ADJ UNCH    2 0
 RW0130
 RW0130.Superseded values are not recommended for survey control.
 RW0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0130.See file dsdata.txt to determine how the superseded data were derived.
 RW0130
 RW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS117795(NAD 83)
 RW0130_MARKER: DB = BENCH MARK DISK
 RW0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0130_STAMPING: K 129 1934
 RW0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0130+STABILITY: SURFACE MOTION
 RW0130
 RW0130  HISTORY     - Date     Condition        Report By
 RW0130  HISTORY     - 1934     MONUMENTED       CGS
 RW0130
 RW0130                          STATION DESCRIPTION
 RW0130
 RW0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0130'19.6 MI N FROM WHITE SULPHUR SPRINGS.
 RW0130'19.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM WHITE SULPHUR SPRINGS, 75
 RW0130'FEET NORTHEAST OF THE END OF A DEEP CUT ON THE SOUTHEAST SIDE OF THE
 RW0130'HIGHWAY, AND 27 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 RW0130'STANDARD DISK, STAMPED K 129 1934 AND SET IN THE TOP OF A CONCRETE
 RW0130'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0386 ***********************************************************************
 TN0386  DESIGNATION -  K 13
 TN0386  PID         -  TN0386
 TN0386  STATE/COUNTY-  MT/SANDERS
 TN0386  USGS QUAD   -  IBEX PEAK (1983)
 TN0386
 TN0386                         *CURRENT SURVEY CONTROL
 TN0386  ___________________________________________________________________
 TN0386* NAD 83(1986)-  48 11 45.     (N)    115 51 28.     (W)     SCALED    
 TN0386* NAVD 88     -       714.597  (meters)    2344.47   (feet)  ADJUSTED  
 TN0386  ___________________________________________________________________
 TN0386  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 TN0386  DYNAMIC HT  -         714.619 (meters)    2344.55  (feet)  COMP
 TN0386  MODELED GRAV-     980,619.9   (mgal)                       NAVD 88
 TN0386
 TN0386  VERT ORDER  -  SECOND    CLASS 0
 TN0386
 TN0386.The horizontal coordinates were scaled from a topographic map and have
 TN0386.an estimated accuracy of +/- 6 seconds.
 TN0386
 TN0386.The orthometric height was determined by differential leveling
 TN0386.and adjusted by the National Geodetic Survey in June 1991..
 TN0386
 TN0386.The geoid height was determined by GEOID03.
 TN0386
 TN0386.The dynamic height is computed by dividing the NAVD 88
 TN0386.geopotential number by the normal gravity value computed on the
 TN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0386.degrees latitude (g = 980.6199 gals.).
 TN0386
 TN0386.The modeled gravity was interpolated from observed gravity values.
 TN0386
 TN0386;                    North         East    Units  Estimated Accuracy
 TN0386;SPC MT       -   457,630.      128,050.      MT  (+/- 180 meters Scaled)
 TN0386
 TN0386                          SUPERSEDED SURVEY CONTROL
 TN0386
 TN0386  NGVD 29 (??/??/92)  713.419  (m)         2340.61   (f) ADJ UNCH    2 0
 TN0386
 TN0386.Superseded values are not recommended for survey control.
 TN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0386.See file dsdata.txt to determine how the superseded data were derived.
 TN0386
 TN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP848386(NAD 83)
 TN0386_MARKER: DD = SURVEY DISK
 TN0386_SETTING: 80 = SET IN A BOULDER
 TN0386_SP_SET: BOULDER
 TN0386_STAMPING: K 13 1929
 TN0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0386+STABILITY: SURFACE MOTION
 TN0386
 TN0386  HISTORY     - Date     Condition        Report By
 TN0386  HISTORY     - 1929     MONUMENTED       USGS
 TN0386  HISTORY     - 1934     GOOD             NGS
 TN0386
 TN0386                          STATION DESCRIPTION
 TN0386
 TN0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0386'22.7 MI S FROM TROY.
 TN0386'IN SANDERS COUNTY, 22.7 MILES SOUTH ALONG THE BULL LAKE ROAD FROM
 TN0386'TROY, ABOUT 1.1 MILES SOUTH OF THE LINCOLN-SANDERS COUNTY LINE,
 TN0386'DIRECTLY WEST OF THE DALY RANCH HOUSE AT A CURVE IN THE ROAD, AND IN
 TN0386'THE TOP OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TN0386'DISK, STAMPED K 13 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0021 ***********************************************************************
 RV0021  DESIGNATION -  K 130
 RV0021  PID         -  RV0021
 RV0021  STATE/COUNTY-  MT/PETROLEUM
 RV0021  USGS QUAD   -  WINNETT SOUTH (1986)
 RV0021
 RV0021                         *CURRENT SURVEY CONTROL
 RV0021  ___________________________________________________________________
 RV0021* NAD 83(1986)-  46 57 13.     (N)    108 21 24.     (W)     SCALED    
 RV0021* NAVD 88     -       949.856  (meters)    3116.32   (feet)  ADJUSTED  
 RV0021  ___________________________________________________________________
 RV0021  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 RV0021  DYNAMIC HT  -         949.803 (meters)    3116.15  (feet)  COMP
 RV0021  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 RV0021
 RV0021  VERT ORDER  -  SECOND    CLASS 0
 RV0021
 RV0021.The horizontal coordinates were scaled from a topographic map and have
 RV0021.an estimated accuracy of +/- 6 seconds.
 RV0021
 RV0021.The orthometric height was determined by differential leveling
 RV0021.and adjusted by the National Geodetic Survey in June 1991..
 RV0021
 RV0021.The geoid height was determined by GEOID03.
 RV0021
 RV0021.The dynamic height is computed by dividing the NAVD 88
 RV0021.geopotential number by the normal gravity value computed on the
 RV0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0021.degrees latitude (g = 980.6199 gals.).
 RV0021
 RV0021.The modeled gravity was interpolated from observed gravity values.
 RV0021
 RV0021;                    North         East    Units  Estimated Accuracy
 RV0021;SPC MT       -   301,060.      686,980.      MT  (+/- 180 meters Scaled)
 RV0021
 RV0021                          SUPERSEDED SURVEY CONTROL
 RV0021
 RV0021  NGVD 29 (??/??/92)  949.151  (m)         3114.01   (f) ADJ UNCH    2 0
 RV0021
 RV0021.Superseded values are not recommended for survey control.
 RV0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0021.See file dsdata.txt to determine how the superseded data were derived.
 RV0021
 RV0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT011034(NAD 83)
 RV0021_MARKER: DB = BENCH MARK DISK
 RV0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0021_STAMPING: K 130 1934
 RV0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0021+STABILITY: SURFACE MOTION
 RV0021
 RV0021  HISTORY     - Date     Condition        Report By
 RV0021  HISTORY     - 1934     MONUMENTED       CGS
 RV0021  HISTORY     - 1978     GOOD             USGS
 RV0021
 RV0021                          STATION DESCRIPTION
 RV0021
 RV0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0021'3.7 MI S FROM WINNETT.
 RV0021'3.7 MILES SOUTH ALONG THE ROAD LEADING TO KELLEY FROM WINNETT,
 RV0021'PETROLEUM COUNTY, AT A T-ROAD LEADING EAST THROUGH A CATTLE GUARD, 24
 RV0021'FEET NORTH OF THE T-ROAD, 36 FEET EAST OF THE CENTERLINE OF THE
 RV0021'WINNETT-KELLEY ROAD, 10 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND 9
 RV0021'FEET EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED K 130
 RV0021'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RV0021
 RV0021                          STATION RECOVERY (1978)
 RV0021
 RV0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0021'WINNETT POST OFFICE, 3.7 MILES SOUTHWEST FROM ALONG MONTANA STATE
 RV0021'HWY. 244, NORTHWEST CORNER OF NW 1/4 SEC. 30 T 14 N. R 27 E. T FENCE
 RV0021'EAST, FENCE CORNER, 9 FT. SOUTH FROM ALONG ROW FENCE AND 7 FT. NORMAL
 RV0021'TO FENCE, 41 FT. EAST OF CENTER OF HWY. A STANDARD NGS DISK STAMPED K
 RV0021'130 1934 SET IN TOP OF A 6 IN. SQ. CONCRETE POST PROJECTING 0.5 FT.
 RV0021'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0128 ***********************************************************************
 RV0128  DESIGNATION -  K 131
 RV0128  PID         -  RV0128
 RV0128  STATE/COUNTY-  MT/FERGUS
 RV0128  USGS QUAD   -  MILK SPRINGS (1986)
 RV0128
 RV0128                         *CURRENT SURVEY CONTROL
 RV0128  ___________________________________________________________________
 RV0128* NAD 83(1986)-  46 55 28.     (N)    108 44 19.     (W)     SCALED    
 RV0128* NAVD 88     -      1197.027  (meters)    3927.25   (feet)  ADJUSTED  
 RV0128  ___________________________________________________________________
 RV0128  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 RV0128  DYNAMIC HT  -        1196.895 (meters)    3926.81  (feet)  COMP
 RV0128  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 RV0128
 RV0128  VERT ORDER  -  SECOND    CLASS 0
 RV0128
 RV0128.The horizontal coordinates were scaled from a topographic map and have
 RV0128.an estimated accuracy of +/- 6 seconds.
 RV0128
 RV0128.The orthometric height was determined by differential leveling
 RV0128.and adjusted by the National Geodetic Survey in June 1991..
 RV0128
 RV0128.The geoid height was determined by GEOID03.
 RV0128
 RV0128.The dynamic height is computed by dividing the NAVD 88
 RV0128.geopotential number by the normal gravity value computed on the
 RV0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0128.degrees latitude (g = 980.6199 gals.).
 RV0128
 RV0128.The modeled gravity was interpolated from observed gravity values.
 RV0128
 RV0128;                    North         East    Units  Estimated Accuracy
 RV0128;SPC MT       -   297,470.      657,950.      MT  (+/- 180 meters Scaled)
 RV0128
 RV0128                          SUPERSEDED SURVEY CONTROL
 RV0128
 RV0128  NGVD 29 (??/??/92) 1196.220  (m)         3924.60   (f) ADJ UNCH    2 0
 RV0128
 RV0128.Superseded values are not recommended for survey control.
 RV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0128.See file dsdata.txt to determine how the superseded data were derived.
 RV0128
 RV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS721992(NAD 83)
 RV0128_MARKER: DB = BENCH MARK DISK
 RV0128_SETTING: 66 = SET IN ROCK OUTCROP
 RV0128_SP_SET: ROCK OUTCROP
 RV0128_STAMPING: K 131 1934
 RV0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0128+STABILITY: POSITION/ELEVATION WELL
 RV0128
 RV0128  HISTORY     - Date     Condition        Report By
 RV0128  HISTORY     - 1934     MONUMENTED       CGS
 RV0128  HISTORY     - 1978     GOOD             USGS
 RV0128
 RV0128                          STATION DESCRIPTION
 RV0128
 RV0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0128'1.6 MI N FROM BATTRICK.
 RV0128'1.6 MILES NORTH ALONG U.S. HIGHWAY 87 FROM BATTRICK, FERGUS COUNTY, AT
 RV0128'A CURVE TO THE NORTH, 150 FEET SOUTHWEST OF A FENCE, 96 FEET NORTHEAST
 RV0128'OF THE CENTERLINE OF THE HIGHWAY, AT A CIRCLE OF ROCKS, AND IN THE TOP
 RV0128'OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED K 131 1934.
 RV0128
 RV0128                          STATION RECOVERY (1978)
 RV0128
 RV0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0128'0.7 MILE SOUTH AND EAST OF THE POST OFFICE AT GRASS RANGE, FERGUS
 RV0128'COUNTY, THENCE 6.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 TO MILEPOST
 RV0128'37, THENCE 0.85 MILE SOUTHEAST ALONG ABANDONED HIGHWAY, 91 FT.
 RV0128'NORTHEAST OF THE C/L RD., 315 FT. NORTHWEST OF A GATE, 200 FT. WEST
 RV0128'OF A NORTH-SOUTH FENCE, AND IN THE TOP OF AND NEAR THE EAST END OF A
 RV0128'4 FT. X 8 FT. ROCK OUTCROP PROJECTING ABOUT 1/2 FT. A STANDARD DISK
 RV0128'STAMPED K 131 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0040 ***********************************************************************
 SS0040  DESIGNATION -  K 132
 SS0040  PID         -  SS0040
 SS0040  STATE/COUNTY-  MT/FERGUS
 SS0040  USGS QUAD   -  COFFEE CREEK (1979)
 SS0040
 SS0040                         *CURRENT SURVEY CONTROL
 SS0040  ___________________________________________________________________
 SS0040* NAD 83(1986)-  47 20 49.     (N)    110 06 29.     (W)     SCALED    
 SS0040* NAVD 88     -      1120.102  (meters)    3674.87   (feet)  ADJUSTED  
 SS0040  ___________________________________________________________________
 SS0040  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 SS0040  DYNAMIC HT  -        1120.015 (meters)    3674.58  (feet)  COMP
 SS0040  MODELED GRAV-     980,496.1   (mgal)                       NAVD 88
 SS0040
 SS0040  VERT ORDER  -  SECOND    CLASS 0
 SS0040
 SS0040.The horizontal coordinates were scaled from a topographic map and have
 SS0040.an estimated accuracy of +/- 6 seconds.
 SS0040
 SS0040.The orthometric height was determined by differential leveling
 SS0040.and adjusted by the National Geodetic Survey in June 1991..
 SS0040
 SS0040.The geoid height was determined by GEOID03.
 SS0040
 SS0040.The dynamic height is computed by dividing the NAVD 88
 SS0040.geopotential number by the normal gravity value computed on the
 SS0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0040.degrees latitude (g = 980.6199 gals.).
 SS0040
 SS0040.The modeled gravity was interpolated from observed gravity values.
 SS0040
 SS0040;                    North         East    Units  Estimated Accuracy
 SS0040;SPC MT       -   344,300.      554,080.      MT  (+/- 180 meters Scaled)
 SS0040
 SS0040                          SUPERSEDED SURVEY CONTROL
 SS0040
 SS0040  NGVD 29 (??/??/92) 1119.243  (m)         3672.05   (f) ADJ UNCH    2 0
 SS0040
 SS0040.Superseded values are not recommended for survey control.
 SS0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0040.See file dsdata.txt to determine how the superseded data were derived.
 SS0040
 SS0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT673441(NAD 83)
 SS0040_MARKER: DB = BENCH MARK DISK
 SS0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0040_STAMPING: K 132 1934
 SS0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0040+STABILITY: SURFACE MOTION
 SS0040
 SS0040  HISTORY     - Date     Condition        Report By
 SS0040  HISTORY     - 1934     MONUMENTED       CGS
 SS0040  HISTORY     - 1961     MARK NOT FOUND   NGS
 SS0040
 SS0040                          STATION DESCRIPTION
 SS0040
 SS0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0040'1.3 MI W FROM COFFEE CREEK.
 SS0040'1.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SS0040'RAILROAD FROM COFFEE CREEK, FERGUS COUNTY, 300 FEET SOUTHWEST OF
 SS0040'MILEPOST 103, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 18
 SS0040'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 132
 SS0040'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0185 ***********************************************************************
 RV0185  DESIGNATION -  K 133
 RV0185  PID         -  RV0185
 RV0185  STATE/COUNTY-  MT/FERGUS
 RV0185  USGS QUAD   -  LOCO RIDGE (1970)
 RV0185
 RV0185                         *CURRENT SURVEY CONTROL
 RV0185  ___________________________________________________________________
 RV0185* NAD 83(1986)-  46 58 39.     (N)    109 13 03.     (W)     SCALED    
 RV0185* NAVD 88     -      1371.384  (meters)    4499.28   (feet)  ADJUSTED  
 RV0185  ___________________________________________________________________
 RV0185  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 RV0185  DYNAMIC HT  -        1371.177 (meters)    4498.60  (feet)  COMP
 RV0185  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 RV0185
 RV0185  VERT ORDER  -  SECOND    CLASS 0
 RV0185
 RV0185.The horizontal coordinates were scaled from a topographic map and have
 RV0185.an estimated accuracy of +/- 6 seconds.
 RV0185
 RV0185.The orthometric height was determined by differential leveling
 RV0185.and adjusted by the National Geodetic Survey in June 1991..
 RV0185
 RV0185.The geoid height was determined by GEOID03.
 RV0185
 RV0185.The dynamic height is computed by dividing the NAVD 88
 RV0185.geopotential number by the normal gravity value computed on the
 RV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0185.degrees latitude (g = 980.6199 gals.).
 RV0185
 RV0185.The modeled gravity was interpolated from observed gravity values.
 RV0185
 RV0185;                    North         East    Units  Estimated Accuracy
 RV0185;SPC MT       -   303,120.      621,480.      MT  (+/- 180 meters Scaled)
 RV0185
 RV0185                          SUPERSEDED SURVEY CONTROL
 RV0185
 RV0185  NGVD 29 (??/??/92) 1370.484  (m)         4496.33   (f) ADJ UNCH    2 0
 RV0185
 RV0185.Superseded values are not recommended for survey control.
 RV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0185.See file dsdata.txt to determine how the superseded data were derived.
 RV0185
 RV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT355042(NAD 83)
 RV0185_MARKER: DB = BENCH MARK DISK
 RV0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0185_STAMPING: K 133 1934
 RV0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0185+STABILITY: SURFACE MOTION
 RV0185
 RV0185  HISTORY     - Date     Condition        Report By
 RV0185  HISTORY     - 1934     MONUMENTED       CGS
 RV0185  HISTORY     - 1961     GOOD             NGS
 RV0185
 RV0185                          STATION DESCRIPTION
 RV0185
 RV0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0185'1.25 MI SW FROM PIPER.
 RV0185'ABOUT 1.25 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0185'PACIFIC RAILROAD FROM THE STATION SIGN AT PIPER, IN SECTION 17, T 14
 RV0185'N, R 20 E, 1 1/2 TELEPHONE POLES NORTH OF THE NORTH END OF A CUT, 99
 RV0185'FEET NORTH OF THE 4TH TELEPHONE POLE NORTH OF MILEPOST 14, 43 FEET
 RV0185'EAST OF THE EAST RAIL, 29 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 RV0185'4 FEET WEST OF A FENCE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 RV0185'1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 RV0185'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0092 ***********************************************************************
 SR0092  DESIGNATION -  K 134
 SR0092  PID         -  SR0092
 SR0092  STATE/COUNTY-  MT/FERGUS
 SR0092  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0092
 SR0092                         *CURRENT SURVEY CONTROL
 SR0092  ___________________________________________________________________
 SR0092* NAD 83(1986)-  47 24 54.     (N)    108 47 22.     (W)     SCALED    
 SR0092* NAVD 88     -       931.897  (meters)    3057.40   (feet)  ADJUSTED  
 SR0092  ___________________________________________________________________
 SR0092  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 SR0092  DYNAMIC HT  -         931.886 (meters)    3057.36  (feet)  COMP
 SR0092  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 SR0092
 SR0092  VERT ORDER  -  SECOND    CLASS 0
 SR0092
 SR0092.The horizontal coordinates were scaled from a topographic map and have
 SR0092.an estimated accuracy of +/- 6 seconds.
 SR0092
 SR0092.The orthometric height was determined by differential leveling
 SR0092.and adjusted by the National Geodetic Survey in June 1991..
 SR0092
 SR0092.The geoid height was determined by GEOID03.
 SR0092
 SR0092.The dynamic height is computed by dividing the NAVD 88
 SR0092.geopotential number by the normal gravity value computed on the
 SR0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0092.degrees latitude (g = 980.6199 gals.).
 SR0092
 SR0092.The modeled gravity was interpolated from observed gravity values.
 SR0092
 SR0092;                    North         East    Units  Estimated Accuracy
 SR0092;SPC MT       -   351,930.      653,590.      MT  (+/- 180 meters Scaled)
 SR0092
 SR0092                          SUPERSEDED SURVEY CONTROL
 SR0092
 SR0092  NGVD 29 (??/??/92)  931.133  (m)         3054.89   (f) ADJ UNCH    2 0
 SR0092
 SR0092.Superseded values are not recommended for survey control.
 SR0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0092.See file dsdata.txt to determine how the superseded data were derived.
 SR0092
 SR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT667536(NAD 83)
 SR0092_MARKER: DB = BENCH MARK DISK
 SR0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0092_STAMPING: K 134 1934
 SR0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0092+STABILITY: SURFACE MOTION
 SR0092
 SR0092  HISTORY     - Date     Condition        Report By
 SR0092  HISTORY     - 1934     MONUMENTED       CGS
 SR0092  HISTORY     - 1961     GOOD             NGS
 SR0092  HISTORY     - 1979     GOOD             USGS
 SR0092
 SR0092                          STATION DESCRIPTION
 SR0092
 SR0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0092'16.4 MI NE FROM ROY.
 SR0092'7.6 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 SR0092'PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 6.5 MILES NORTHEAST
 SR0092'ALONG STATE HIGHWAY 19, THENCE 2.3 MILES SOUTHWEST ALONG A TRACK ROAD,
 SR0092'IN SECTION 16, T 19 N, R 23 E, 0.35 MILE SOUTHWEST OF A SMALL FARM
 SR0092'BUILDING ON THE CREST OF A HILL, 0.8 MILE WEST-SOUTHWEST OF A CATTLE
 SR0092'GUARD, 0.15 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE, 52 FEET SOUTHEAST
 SR0092'OF THE CENTER LINE OF THE ROAD, 400 FEET EAST OF THE CREST OF A HILL,
 SR0092'305 FEET SOUTH OF AND ACROSS THE ROAD FROM AN EAST-WEST FENCE, 2.0
 SR0092'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SR0092'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 SR0092
 SR0092                          STATION RECOVERY (1979)
 SR0092
 SR0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0092'ROY, 2.9 MI EAST OF, ALONG US HWY. 191, THENCE 5.0 MI NORTHEAST ALONG
 SR0092'A GRAVELED ROAD TO A BEND AND GRADED ROAD NORTHEAST, THENCE 3.0 MI
 SR0092'NORTHEAST ALONG GRADED ROAD, ON THE EAST SLOPE OF A HILL, 1/4 MI
 SR0092'SOUTHWEST OF A CULVERT, 0.2 MI NORTHEAST OF A T-ROAD NORTH, 115 YDS.
 SR0092'NORTHEAST OF A Y-ROAD NORTHWEST, 90 YDS. SOUTH OF A FENCE, 46 FT.
 SR0092'SOUTHEAST OF ROAD, NEAR THE NORTHEAST CORNER OF SECTION 16, T19N,
 SR0092'R23E, A STANDARD DISK STAMPED K 134 1934 AND SET IN THE TOP OF A
 SR0092'CONCRETE POST PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0243 ***********************************************************************
 SR0243  DESIGNATION -  K 135
 SR0243  PID         -  SR0243
 SR0243  STATE/COUNTY-  MT/PHILLIPS
 SR0243  USGS QUAD   -  ZORTMAN (1971)
 SR0243
 SR0243                         *CURRENT SURVEY CONTROL
 SR0243  ___________________________________________________________________
 SR0243* NAD 83(1986)-  47 53 52.     (N)    108 37 20.     (W)     SCALED    
 SR0243* NAVD 88     -      1217.670  (meters)    3994.97   (feet)  ADJUSTED  
 SR0243  ___________________________________________________________________
 SR0243  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 SR0243  DYNAMIC HT  -        1217.636 (meters)    3994.86  (feet)  COMP
 SR0243  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 SR0243
 SR0243  VERT ORDER  -  SECOND    CLASS 0
 SR0243
 SR0243.The horizontal coordinates were scaled from a topographic map and have
 SR0243.an estimated accuracy of +/- 6 seconds.
 SR0243
 SR0243.The orthometric height was determined by differential leveling
 SR0243.and adjusted by the National Geodetic Survey in June 1991..
 SR0243
 SR0243.The geoid height was determined by GEOID03.
 SR0243
 SR0243.The dynamic height is computed by dividing the NAVD 88
 SR0243.geopotential number by the normal gravity value computed on the
 SR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0243.degrees latitude (g = 980.6199 gals.).
 SR0243
 SR0243.The modeled gravity was interpolated from observed gravity values.
 SR0243
 SR0243;                    North         East    Units  Estimated Accuracy
 SR0243;SPC MT       -   405,700.      665,600.      MT  (+/- 180 meters Scaled)
 SR0243
 SR0243                          SUPERSEDED SURVEY CONTROL
 SR0243
 SR0243  NGVD 29 (??/??/92) 1216.830  (m)         3992.22   (f) ADJ UNCH    2 0
 SR0243
 SR0243.Superseded values are not recommended for survey control.
 SR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0243.See file dsdata.txt to determine how the superseded data were derived.
 SR0243
 SR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU777076(NAD 83)
 SR0243_MARKER: DB = BENCH MARK DISK
 SR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0243_STAMPING: K 135 1934
 SR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0243+STABILITY: SURFACE MOTION
 SR0243
 SR0243  HISTORY     - Date     Condition        Report By
 SR0243  HISTORY     - 1934     MONUMENTED       CGS
 SR0243  HISTORY     - 1971     POOR             USGS
 SR0243
 SR0243                          STATION DESCRIPTION
 SR0243
 SR0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0243'IN LANDUSKY.
 SR0243'AT LANDUSKY, 27 FEET NORTHEAST OF THE SOUTH CORNER OF THE SCHOOL
 SR0243'GROUNDS, AND 6 FEET NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED
 SR0243'K 135 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM HIT BY
 SR0243'DITCH DIGGING MACHINE.  MARK LEANS RATHER BADLY.
 SR0243
 SR0243                          STATION RECOVERY (1971)
 SR0243
 SR0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SR0243'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0170 ***********************************************************************
 RW0170  DESIGNATION -  K 136
 RW0170  PID         -  RW0170
 RW0170  STATE/COUNTY-  MT/MEAGHER
 RW0170  USGS QUAD   -  LINGSHIRE NE (1995)
 RW0170
 RW0170                         *CURRENT SURVEY CONTROL
 RW0170  ___________________________________________________________________
 RW0170* NAD 83(1986)-  46 52 38.     (N)    111 21 26.     (W)     SCALED    
 RW0170* NAVD 88     -      1441.576  (meters)    4729.57   (feet)  ADJUSTED  
 RW0170  ___________________________________________________________________
 RW0170  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 RW0170  DYNAMIC HT  -        1441.307 (meters)    4728.69  (feet)  COMP
 RW0170  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 RW0170
 RW0170  VERT ORDER  -  SECOND    CLASS 0
 RW0170
 RW0170.The horizontal coordinates were scaled from a topographic map and have
 RW0170.an estimated accuracy of +/- 6 seconds.
 RW0170
 RW0170.The orthometric height was determined by differential leveling
 RW0170.and adjusted by the National Geodetic Survey in June 1991..
 RW0170
 RW0170.The geoid height was determined by GEOID03.
 RW0170
 RW0170.The dynamic height is computed by dividing the NAVD 88
 RW0170.geopotential number by the normal gravity value computed on the
 RW0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0170.degrees latitude (g = 980.6199 gals.).
 RW0170
 RW0170.The modeled gravity was interpolated from observed gravity values.
 RW0170
 RW0170;                    North         East    Units  Estimated Accuracy
 RW0170;SPC MT       -   293,610.      458,520.      MT  (+/- 180 meters Scaled)
 RW0170
 RW0170                          SUPERSEDED SURVEY CONTROL
 RW0170
 RW0170  NGVD 29 (??/??/92) 1440.588  (m)         4726.33   (f) ADJ UNCH    2 0
 RW0170
 RW0170.Superseded values are not recommended for survey control.
 RW0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0170.See file dsdata.txt to determine how the superseded data were derived.
 RW0170
 RW0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS727915(NAD 83)
 RW0170_MARKER: DB = BENCH MARK DISK
 RW0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0170_STAMPING: K 136 1934
 RW0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0170+STABILITY: SURFACE MOTION
 RW0170
 RW0170  HISTORY     - Date     Condition        Report By
 RW0170  HISTORY     - 1934     MONUMENTED       CGS
 RW0170
 RW0170                          STATION DESCRIPTION
 RW0170
 RW0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0170'4.2 MI N FROM LINGSHIRE.
 RW0170'4.2 MILES NORTH ALONG THE MILLEGAN ROAD FROM LINGSHIRE MEAGHER COUNTY,
 RW0170'AT THE TOP OF A HILL, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 RW0170'AND 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RW0170'K 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0046 ***********************************************************************
 PZ0046  DESIGNATION -  K 138
 PZ0046  PID         -  PZ0046
 PZ0046  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0046  USGS QUAD   -  CORRAL CREEK (1968)
 PZ0046
 PZ0046                         *CURRENT SURVEY CONTROL
 PZ0046  ___________________________________________________________________
 PZ0046* NAD 83(1986)-  44 35 51.     (N)    112 07 44.     (W)     SCALED    
 PZ0046* NAVD 88     -      2034.641  (meters)    6675.32   (feet)  ADJUSTED  
 PZ0046  ___________________________________________________________________
 PZ0046  GEOID HEIGHT-          -9.71  (meters)                     GEOID03
 PZ0046  DYNAMIC HT  -        2033.505 (meters)    6671.59  (feet)  COMP
 PZ0046  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 PZ0046
 PZ0046  VERT ORDER  -  FIRST     CLASS II
 PZ0046
 PZ0046.The horizontal coordinates were scaled from a topographic map and have
 PZ0046.an estimated accuracy of +/- 6 seconds.
 PZ0046
 PZ0046.The orthometric height was determined by differential leveling
 PZ0046.and adjusted by the National Geodetic Survey in June 1991..
 PZ0046
 PZ0046.The geoid height was determined by GEOID03.
 PZ0046
 PZ0046.The dynamic height is computed by dividing the NAVD 88
 PZ0046.geopotential number by the normal gravity value computed on the
 PZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0046.degrees latitude (g = 980.6199 gals.).
 PZ0046
 PZ0046.The modeled gravity was interpolated from observed gravity values.
 PZ0046
 PZ0046;                    North         East    Units  Estimated Accuracy
 PZ0046;SPC MT       -    42,130.      391,260.      MT  (+/- 180 meters Scaled)
 PZ0046
 PZ0046                          SUPERSEDED SURVEY CONTROL
 PZ0046
 PZ0046  NGVD 29 (??/??/92) 2033.301  (m)         6670.92   (f) ADJ UNCH    1 2
 PZ0046
 PZ0046.Superseded values are not recommended for survey control.
 PZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0046.See file dsdata.txt to determine how the superseded data were derived.
 PZ0046
 PZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ104388(NAD 83)
 PZ0046_MARKER: DB = BENCH MARK DISK
 PZ0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0046_SP_SET: CULVERT
 PZ0046_STAMPING: K 138 1934
 PZ0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0046
 PZ0046  HISTORY     - Date     Condition        Report By
 PZ0046  HISTORY     - 1934     MONUMENTED       CGS
 PZ0046  HISTORY     - 1964     GOOD             NGS
 PZ0046
 PZ0046                          STATION DESCRIPTION
 PZ0046
 PZ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0046'10.3 MI NE FROM MONIDA.
 PZ0046'10.3 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0046'RAILROAD STATION AT MONIDA, ABOUT 185 YARDS WEST OF THE JUNCTION OF A
 PZ0046'GRAVELED ROAD LEADING NORTH, 66 FEET SOUTH OF THE CENTER LINE OF THE
 PZ0046'ROAD, SET IN THE TOP OF A ROCK THAT IS ABOUT 3 FEET LONG, 1 1/2 FEET
 PZ0046'WIDE AND 1/2 FOOT HIGH, 139 FEET SOUTHEAST OF THE SOUTH END OF A
 PZ0046'36-INCH PIPE CULVERT UNDER THE ROAD AND IN PRICE CREEK, 1.7 FEET NORTH
 PZ0046'OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0341 ***********************************************************************
 QX0341  DESIGNATION -  K 139
 QX0341  PID         -  QX0341
 QX0341  STATE/COUNTY-  MT/MADISON
 QX0341  USGS QUAD   -  ENNIS (1988)
 QX0341
 QX0341                         *CURRENT SURVEY CONTROL
 QX0341  ___________________________________________________________________
 QX0341* NAD 83(1986)-  45 16 27.     (N)    111 40 44.     (W)     SCALED    
 QX0341* NAVD 88     -      1589.867  (meters)    5216.09   (feet)  ADJUSTED  
 QX0341  ___________________________________________________________________
 QX0341  GEOID HEIGHT-         -10.09  (meters)                     GEOID03
 QX0341  DYNAMIC HT  -        1589.165 (meters)    5213.79  (feet)  COMP
 QX0341  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 QX0341
 QX0341  VERT ORDER  -  FIRST     CLASS II
 QX0341
 QX0341.The horizontal coordinates were scaled from a topographic map and have
 QX0341.an estimated accuracy of +/- 6 seconds.
 QX0341
 QX0341.The orthometric height was determined by differential leveling
 QX0341.and adjusted by the National Geodetic Survey in June 1991..
 QX0341
 QX0341.The geoid height was determined by GEOID03.
 QX0341
 QX0341.The dynamic height is computed by dividing the NAVD 88
 QX0341.geopotential number by the normal gravity value computed on the
 QX0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0341.degrees latitude (g = 980.6199 gals.).
 QX0341
 QX0341.The modeled gravity was interpolated from observed gravity values.
 QX0341
 QX0341;                    North         East    Units  Estimated Accuracy
 QX0341;SPC MT       -   116,210.      429,070.      MT  (+/- 180 meters Scaled)
 QX0341
 QX0341                          SUPERSEDED SURVEY CONTROL
 QX0341
 QX0341  NGVD 29 (08/20/92) 1588.662  (m)         5212.14   (f) ADJUSTED    1 2
 QX0341
 QX0341.Superseded values are not recommended for survey control.
 QX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0341.See file dsdata.txt to determine how the superseded data were derived.
 QX0341
 QX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR467136(NAD 83)
 QX0341_MARKER: DB = BENCH MARK DISK
 QX0341_SETTING: 80 = SET IN A BOULDER
 QX0341_SP_SET: BOULDER
 QX0341_STAMPING: K 139 1934
 QX0341_MARK LOGO: CGS   
 QX0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0341+STABILITY: SURFACE MOTION
 QX0341
 QX0341  HISTORY     - Date     Condition        Report By
 QX0341  HISTORY     - 1934     MONUMENTED       CGS
 QX0341  HISTORY     - 1959     GOOD             NGS
 QX0341  HISTORY     - 1987     GOOD             NGS
 QX0341
 QX0341                          STATION DESCRIPTION
 QX0341
 QX0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QX0341'6.35 MI SE FROM ENNIS.
 QX0341'6.35 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE HIGHSCHOOL AT
 QX0341'ENNIS, OR ABOUT 4.95 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST
 QX0341'OFFICE AND STORE AT CAMERON, NEAR THE EAST SIDE OF SECTION 35, T 6 S,
 QX0341'R 1 W, 68 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ON THE
 QX0341'SOUTH SLOPE OF A HILL, IN THE TOP OF A SMALL BOULDER PROJECTING ABOUT
 QX0341'1 FOOT, 106 FEET NORTH OF THE NORTHEAST END OF A DOUBLE CORRUGATED
 QX0341'STEEL CULVERT, 44 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE,
 QX0341'69 FEET NORTHWEST OF A TELEPHONE POLE, 9 FEET NORTHEAST OF THE ROW OF
 QX0341'TELEPHONE POLES, AND ABOUT 18 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 QX0341
 QX0341                          STATION RECOVERY (1987)
 QX0341
 QX0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0388 ***********************************************************************
 TN0388  DESIGNATION -  K 14
 TN0388  PID         -  TN0388
 TN0388  STATE/COUNTY-  MT/SANDERS
 TN0388  USGS QUAD   -  IBEX PEAK (1983)
 TN0388
 TN0388                         *CURRENT SURVEY CONTROL
 TN0388  ___________________________________________________________________
 TN0388* NAD 83(1986)-  48 09 39.     (N)    115 52 07.     (W)     SCALED    
 TN0388* NAVD 88     -       719.514  (meters)    2360.61   (feet)  ADJUSTED  
 TN0388  ___________________________________________________________________
 TN0388  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TN0388  DYNAMIC HT  -         719.535 (meters)    2360.67  (feet)  COMP
 TN0388  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 TN0388
 TN0388  VERT ORDER  -  SECOND    CLASS 0
 TN0388
 TN0388.The horizontal coordinates were scaled from a topographic map and have
 TN0388.an estimated accuracy of +/- 6 seconds.
 TN0388
 TN0388.The orthometric height was determined by differential leveling
 TN0388.and adjusted by the National Geodetic Survey in June 1991..
 TN0388
 TN0388.The geoid height was determined by GEOID03.
 TN0388
 TN0388.The dynamic height is computed by dividing the NAVD 88
 TN0388.geopotential number by the normal gravity value computed on the
 TN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0388.degrees latitude (g = 980.6199 gals.).
 TN0388
 TN0388.The modeled gravity was interpolated from observed gravity values.
 TN0388
 TN0388;                    North         East    Units  Estimated Accuracy
 TN0388;SPC MT       -   453,810.      126,930.      MT  (+/- 180 meters Scaled)
 TN0388
 TN0388                          SUPERSEDED SURVEY CONTROL
 TN0388
 TN0388  NGVD 29 (??/??/92)  718.338  (m)         2356.75   (f) ADJ UNCH    2 0
 TN0388
 TN0388.Superseded values are not recommended for survey control.
 TN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0388.See file dsdata.txt to determine how the superseded data were derived.
 TN0388
 TN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP841347(NAD 83)
 TN0388_MARKER: DD = SURVEY DISK
 TN0388_SETTING: 80 = SET IN A BOULDER
 TN0388_SP_SET: BOULDER
 TN0388_STAMPING: K 14 1929
 TN0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0388+STABILITY: SURFACE MOTION
 TN0388
 TN0388  HISTORY     - Date     Condition        Report By
 TN0388  HISTORY     - 1929     MONUMENTED       USGS
 TN0388  HISTORY     - 1934     GOOD             NGS
 TN0388
 TN0388                          STATION DESCRIPTION
 TN0388
 TN0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0388'23.2 MI N FROM NOXON.
 TN0388'23.2 MILES NORTH ALONG THE BULL LAKE ROAD FROM NOXON, AT THE ENTRANCE
 TN0388'OF A CLEARING FROM THE NORTH, 30 FEET EAST OF THE ROAD AT A FENCE
 TN0388'CORNER, AND IN THE TOP OF AN EMBEDDED BOULDER.  A UNITED STATES
 TN0388'GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 14 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0327 ***********************************************************************
 SS0327  DESIGNATION -  K 140
 SS0327  PID         -  SS0327
 SS0327  STATE/COUNTY-  MT/CASCADE
 SS0327  USGS QUAD   -  RICEVILLE (1995)
 SS0327
 SS0327                         *CURRENT SURVEY CONTROL
 SS0327  ___________________________________________________________________
 SS0327* NAD 83(1986)-  47 11 32.     (N)    110 56 30.     (W)     SCALED    
 SS0327* NAVD 88     -      1235.437  (meters)    4053.26   (feet)  POSTED    
 SS0327  ___________________________________________________________________
 SS0327  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 SS0327  DYNAMIC HT  -        1235.240 (meters)    4052.62  (feet)  COMP
 SS0327  MODELED GRAV-     980,414.2   (mgal)                       NAVD 88
 SS0327
 SS0327  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SS0327
 SS0327.The horizontal coordinates were scaled from a topographic map and have
 SS0327.an estimated accuracy of +/- 6 seconds.
 SS0327
 SS0327.The orthometric height was determined by differential leveling
 SS0327.and adjusted by the National Geodetic Survey in 1992..
 SS0327.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SS0327.rate of 2.1 thru 3.0 mm/km.
 SS0327
 SS0327.The geoid height was determined by GEOID03.
 SS0327
 SS0327.The dynamic height is computed by dividing the NAVD 88
 SS0327.geopotential number by the normal gravity value computed on the
 SS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0327.degrees latitude (g = 980.6199 gals.).
 SS0327
 SS0327.The modeled gravity was interpolated from observed gravity values.
 SS0327
 SS0327;                    North         East    Units  Estimated Accuracy
 SS0327;SPC MT       -   327,940.      490,820.      MT  (+/- 180 meters Scaled)
 SS0327
 SS0327                          SUPERSEDED SURVEY CONTROL
 SS0327
 SS0327  NGVD 29 (??/??/92) 1234.445  (m)         4050.01   (f) ADJ UNCH    2 0
 SS0327
 SS0327.Superseded values are not recommended for survey control.
 SS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0327.See file dsdata.txt to determine how the superseded data were derived.
 SS0327
 SS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT044265(NAD 83)
 SS0327_MARKER: DB = BENCH MARK DISK
 SS0327_SETTING: 66 = SET IN ROCK OUTCROP
 SS0327_SP_SET: LIMESTONE CLIFF
 SS0327_STAMPING: K 140 1934
 SS0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0327+STABILITY: POSITION/ELEVATION WELL
 SS0327
 SS0327  HISTORY     - Date     Condition        Report By
 SS0327  HISTORY     - 1934     MONUMENTED       CGS
 SS0327  HISTORY     - 1967     MARK NOT FOUND   USGS
 SS0327
 SS0327                          STATION DESCRIPTION
 SS0327
 SS0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0327'1.7 MI S FROM RICEVILLE.
 SS0327'1.7 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS0327'RICEVILLE, CASCADE COUNTY, 4-3/4 POLES NORTH OF MILEPOST 13, IN THE
 SS0327'TOP OF A LARGE LIMESTONE CLIFF OVERHANGING BELT CREEK, 20 FEET EAST OF
 SS0327'THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TOP OF THE RAIL. A
 SS0327'STANDARD DISK, STAMPED K 140 1934.
 SS0327
 SS0327                          STATION RECOVERY (1967)
 SS0327
 SS0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SS0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0507 ***********************************************************************
 RX0507  DESIGNATION -  K 141
 RX0507  PID         -  RX0507
 RX0507  STATE/COUNTY-  MT/GRANITE
 RX0507  USGS QUAD   -  DRUMMOND (1989)
 RX0507
 RX0507                         *CURRENT SURVEY CONTROL
 RX0507  ___________________________________________________________________
 RX0507* NAD 83(1986)-  46 38 10.     (N)    113 10 26.     (W)     SCALED    
 RX0507* NAVD 88     -      1231.344  (meters)    4039.83   (feet)  ADJUSTED  
 RX0507  ___________________________________________________________________
 RX0507  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 RX0507  DYNAMIC HT  -        1231.061 (meters)    4038.91  (feet)  COMP
 RX0507  MODELED GRAV-     980,342.1   (mgal)                       NAVD 88
 RX0507
 RX0507  VERT ORDER  -  FIRST     CLASS II
 RX0507
 RX0507.The horizontal coordinates were scaled from a topographic map and have
 RX0507.an estimated accuracy of +/- 6 seconds.
 RX0507
 RX0507.The orthometric height was determined by differential leveling
 RX0507.and adjusted by the National Geodetic Survey in June 1991..
 RX0507.WARNING-Repeat measurements at this control monument indicate possible
 RX0507.vertical movement.
 RX0507
 RX0507.The geoid height was determined by GEOID03.
 RX0507
 RX0507.The dynamic height is computed by dividing the NAVD 88
 RX0507.geopotential number by the normal gravity value computed on the
 RX0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0507.degrees latitude (g = 980.6199 gals.).
 RX0507
 RX0507.The modeled gravity was interpolated from observed gravity values.
 RX0507
 RX0507;                    North         East    Units  Estimated Accuracy
 RX0507;SPC MT       -   271,740.      318,960.      MT  (+/- 180 meters Scaled)
 RX0507
 RX0507                          SUPERSEDED SURVEY CONTROL
 RX0507
 RX0507  NGVD 29 (??/??/92) 1230.238  (m)         4036.21   (f) ADJ UNCH    1 2
 RX0507
 RX0507.Superseded values are not recommended for survey control.
 RX0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0507.See file dsdata.txt to determine how the superseded data were derived.
 RX0507
 RX0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS336670(NAD 83)
 RX0507_MARKER: DB = BENCH MARK DISK
 RX0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0507_STAMPING: K 141 1934
 RX0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0507+STABILITY: SURFACE MOTION
 RX0507
 RX0507  HISTORY     - Date     Condition        Report By
 RX0507  HISTORY     - 1934     MONUMENTED       CGS
 RX0507  HISTORY     - 1959     GOOD             NGS
 RX0507  HISTORY     - 1979     GOOD             NGS
 RX0507  HISTORY     - 1982     GOOD             BPA
 RX0507
 RX0507                          STATION DESCRIPTION
 RX0507
 RX0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0507'2.95 MI S FROM DRUMMOND.
 RX0507'ABOUT 2.7 MILES SOUTH ALONG U. S. HIGHWAY 10A FROM THE NORTHERN
 RX0507'PACIFIC RAILROAD STATION AT DRUMMOND, THENCE ABOUT 0.25 MILE EAST
 RX0507'ALONG A GRAVELED ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RX0507'IN THE SOUTHWEST 1/4 OF SECTION 7, T 10 N, R 12 W, 114 FEET NORTHWEST
 RX0507'OF THE NORTHWEST CORNER OF A BRICK CHURCH, 39 FEET EAST OF THE EAST
 RX0507'RAIL OF THE BRANCH LINE OF THE NORTHERN PACIFIC RAILROAD, 10 FEET
 RX0507'NORTH OF A FENCE, 8 FEET NORTH-NORTHWEST OF A POWER POLE, 1.0 FOOT
 RX0507'SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 RX0507'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RX0507
 RX0507                          STATION RECOVERY (1979)
 RX0507
 RX0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0507'RECOVERED IN GOOD CONDITION.
 RX0507
 RX0507                          STATION RECOVERY (1982)
 RX0507
 RX0507'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982
 RX0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0099 ***********************************************************************
 QY0099  DESIGNATION -  K 142
 QY0099  PID         -  QY0099
 QY0099  STATE/COUNTY-  MT/BEAVERHEAD
 QY0099  USGS QUAD   -  BEAVERHEAD ROCK SW (1962)
 QY0099
 QY0099                         *CURRENT SURVEY CONTROL
 QY0099  ___________________________________________________________________
 QY0099* NAD 83(1986)-  45 22 13.     (N)    112 28 08.     (W)     SCALED    
 QY0099* NAVD 88     -      1481.946  (meters)    4862.02   (feet)  ADJUSTED  
 QY0099  ___________________________________________________________________
 QY0099  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 QY0099  DYNAMIC HT  -        1481.405 (meters)    4860.24  (feet)  COMP
 QY0099  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 QY0099
 QY0099  VERT ORDER  -  SECOND    CLASS 0
 QY0099
 QY0099.The horizontal coordinates were scaled from a topographic map and have
 QY0099.an estimated accuracy of +/- 6 seconds.
 QY0099
 QY0099.The orthometric height was determined by differential leveling
 QY0099.and adjusted by the National Geodetic Survey in June 1991..
 QY0099
 QY0099.The geoid height was determined by GEOID03.
 QY0099
 QY0099.The dynamic height is computed by dividing the NAVD 88
 QY0099.geopotential number by the normal gravity value computed on the
 QY0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0099.degrees latitude (g = 980.6199 gals.).
 QY0099
 QY0099.The modeled gravity was interpolated from observed gravity values.
 QY0099
 QY0099;                    North         East    Units  Estimated Accuracy
 QY0099;SPC MT       -   128,920.      367,530.      MT  (+/- 180 meters Scaled)
 QY0099
 QY0099                          SUPERSEDED SURVEY CONTROL
 QY0099
 QY0099  NGVD 29 (??/??/92) 1480.844  (m)         4858.40   (f) ADJ UNCH    2 0
 QY0099
 QY0099.Superseded values are not recommended for survey control.
 QY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0099.See file dsdata.txt to determine how the superseded data were derived.
 QY0099
 QY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR849251(NAD 83)
 QY0099_MARKER: DB = BENCH MARK DISK
 QY0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0099_STAMPING: K 142 1934
 QY0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0099+STABILITY: SURFACE MOTION
 QY0099
 QY0099  HISTORY     - Date     Condition        Report By
 QY0099  HISTORY     - 1934     MONUMENTED       CGS
 QY0099  HISTORY     - 1960     GOOD             NGS
 QY0099
 QY0099                          STATION DESCRIPTION
 QY0099
 QY0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QY0099'14.2 MI SW FROM TWIN BRIDGES.
 QY0099'IN BEAVERHEAD COUNTY, 14.2 MILES SOUTHWEST ALONG STATE HIGHWAY 41 FROM
 QY0099'TWIN BRIDGES, MADISON COUNTY, 0.4 MILES NORTHEAST OF BEAVERHEAD ROCK
 QY0099'HISTORICAL MARKER, 0.25 MILES SOUTHWEST OF COUNTY LINE MARKER,
 QY0099'APPROXIMATELY 320 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY AT THE
 QY0099'BOTTOM OF A HILL, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD ROAD.
 QY0099'A STANDARD DISK, STAMPED K 142 1934 AND SET IN THE TOP OF A CONCRETE
 QY0099'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0379 ***********************************************************************
 QX0379  DESIGNATION -  K 143
 QX0379  PID         -  QX0379
 QX0379  STATE/COUNTY-  MT/JEFFERSON
 QX0379  USGS QUAD   -  JEFFERSON ISLAND (1987)
 QX0379
 QX0379                         *CURRENT SURVEY CONTROL
 QX0379  ___________________________________________________________________
 QX0379* NAD 83(1986)-  45 51 39.     (N)    111 57 10.     (W)     SCALED    
 QX0379* NAVD 88     -      1303.843  (meters)    4277.69   (feet)  ADJUSTED  
 QX0379  ___________________________________________________________________
 QX0379  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 QX0379  DYNAMIC HT  -        1303.463 (meters)    4276.44  (feet)  COMP
 QX0379  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 QX0379
 QX0379  VERT ORDER  -  FIRST     CLASS II
 QX0379
 QX0379.The horizontal coordinates were scaled from a topographic map and have
 QX0379.an estimated accuracy of +/- 6 seconds.
 QX0379
 QX0379.The orthometric height was determined by differential leveling
 QX0379.and adjusted by the National Geodetic Survey in June 1991..
 QX0379
 QX0379.The geoid height was determined by GEOID03.
 QX0379
 QX0379.The dynamic height is computed by dividing the NAVD 88
 QX0379.geopotential number by the normal gravity value computed on the
 QX0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0379.degrees latitude (g = 980.6199 gals.).
 QX0379
 QX0379.The modeled gravity was interpolated from observed gravity values.
 QX0379
 QX0379;                    North         East    Units  Estimated Accuracy
 QX0379;SPC MT       -   182,000.      409,630.      MT  (+/- 180 meters Scaled)
 QX0379
 QX0379                          SUPERSEDED SURVEY CONTROL
 QX0379
 QX0379  NGVD 29 (??/??/92) 1302.777  (m)         4274.19   (f) ADJ UNCH    1 2
 QX0379
 QX0379.Superseded values are not recommended for survey control.
 QX0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0379.See file dsdata.txt to determine how the superseded data were derived.
 QX0379
 QX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR260790(NAD 83)
 QX0379_MARKER: DB = BENCH MARK DISK
 QX0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0379_STAMPING: K 143 1934
 QX0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0379+STABILITY: SURFACE MOTION
 QX0379
 QX0379  HISTORY     - Date     Condition        Report By
 QX0379  HISTORY     - 1934     MONUMENTED       CGS
 QX0379  HISTORY     - 1958     GOOD             NGS
 QX0379  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0379  HISTORY     - 1984     MARK NOT FOUND   USGS
 QX0379
 QX0379                          STATION DESCRIPTION
 QX0379
 QX0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0379'IN CARDWELL.
 QX0379'AT CARDWELL ALONG THE NORTHERN PACIFIC RAILWAY, IN SECTION 3, T 1 N, R
 QX0379'3 W, 58 FEET EAST OF THE NORTHEAST CORNER OF THE POST OFFICE BUILDING,
 QX0379'72 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD CROSSING, 55 FEET SOUTH
 QX0379'OF THE SOUTH RAIL OF THE MAIN TRACK, 22 FEET SOUTHEAST OF A WARNING
 QX0379'SIGNAL LIGHT, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A
 QX0379'BOX CAR SET ON A BLOCK FOUNDATION, 1 FOOT NORTH OF A WHITE WOODEN
 QX0379'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 QX0379
 QX0379                          STATION RECOVERY (1982)
 QX0379
 QX0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0379'MARK NOT FOUND.
 QX0379
 QX0379                          STATION RECOVERY (1984)
 QX0379
 QX0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0646 ***********************************************************************
 PY0646  DESIGNATION -  K 144
 PY0646  PID         -  PY0646
 PY0646  STATE/COUNTY-  MT/MADISON
 PY0646  USGS QUAD   -  CLIFF LAKE (1988)
 PY0646
 PY0646                         *CURRENT SURVEY CONTROL
 PY0646  ___________________________________________________________________
 PY0646* NAD 83(1986)-  44 52 22.     (N)    111 33 54.     (W)     SCALED    
 PY0646* NAVD 88     -      1814.789  (meters)    5954.02   (feet)  POSTED    
 PY0646  ___________________________________________________________________
 PY0646  GEOID HEIGHT-          -9.07  (meters)                     GEOID03
 PY0646  DYNAMIC HT  -        1813.790 (meters)    5950.74  (feet)  COMP
 PY0646  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 PY0646
 PY0646  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0646
 PY0646.The horizontal coordinates were scaled from a topographic map and have
 PY0646.an estimated accuracy of +/- 6 seconds.
 PY0646
 PY0646.The orthometric height was determined by differential leveling
 PY0646.and adjusted by the National Geodetic Survey in 1992..
 PY0646.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0646.rate of 4.1 thru 8.0 mm/km.
 PY0646
 PY0646.The geoid height was determined by GEOID03.
 PY0646
 PY0646.The dynamic height is computed by dividing the NAVD 88
 PY0646.geopotential number by the normal gravity value computed on the
 PY0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0646.degrees latitude (g = 980.6199 gals.).
 PY0646
 PY0646.The modeled gravity was interpolated from observed gravity values.
 PY0646
 PY0646;                    North         East    Units  Estimated Accuracy
 PY0646;SPC MT       -    71,380.      436,830.      MT  (+/- 180 meters Scaled)
 PY0646
 PY0646                          SUPERSEDED SURVEY CONTROL
 PY0646
 PY0646  NGVD 29 (??/??/92) 1813.205  (m)         5948.82   (f) ADJ UNCH    1 2
 PY0646
 PY0646.Superseded values are not recommended for survey control.
 PY0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0646.See file dsdata.txt to determine how the superseded data were derived.
 PY0646
 PY0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ553689(NAD 83)
 PY0646_MARKER: DB = BENCH MARK DISK
 PY0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0646_STAMPING: K 144 1959
 PY0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0646+STABILITY: SURFACE MOTION
 PY0646
 PY0646  HISTORY     - Date     Condition        Report By
 PY0646  HISTORY     - 1959     MONUMENTED       CGS
 PY0646
 PY0646                          STATION DESCRIPTION
 PY0646
 PY0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0646'26.2 MI S FROM CAMERON.
 PY0646'ABOUT 26.2 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE
 PY0646'AND STORE AT CAMERON, IN SECTION 14, T 11 S, R 1 E, 39 FEET NORTHEAST
 PY0646'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTHWEST OF A STEEP
 PY0646'BANK CUT WHICH IS ON THE NORTHEAST SIDE OF THE HIGHWAY, 1 1/2 FEET
 PY0646'SOUTHWEST OF A FENCE, 3.0 FEET NORTHWEST OF A METAL WITNESS POST,
 PY0646'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 PY0646'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0647 ***********************************************************************
 PY0647  DESIGNATION -  K 144 RESET
 PY0647  PID         -  PY0647
 PY0647  STATE/COUNTY-  MT/MADISON
 PY0647  USGS QUAD   -  CLIFF LAKE (1988)
 PY0647
 PY0647                         *CURRENT SURVEY CONTROL
 PY0647  ___________________________________________________________________
 PY0647* NAD 83(1986)-  44 52 22.     (N)    111 33 54.     (W)     SCALED    
 PY0647* NAVD 88     -      1818.182  (meters)    5965.15   (feet)  ADJUSTED  
 PY0647  ___________________________________________________________________
 PY0647  GEOID HEIGHT-          -9.07  (meters)                     GEOID03
 PY0647  DYNAMIC HT  -        1817.181 (meters)    5961.87  (feet)  COMP
 PY0647  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 PY0647
 PY0647  VERT ORDER  -  FIRST     CLASS II
 PY0647
 PY0647.The horizontal coordinates were scaled from a topographic map and have
 PY0647.an estimated accuracy of +/- 6 seconds.
 PY0647
 PY0647.The orthometric height was determined by differential leveling
 PY0647.and adjusted by the National Geodetic Survey in June 1991..
 PY0647
 PY0647.The geoid height was determined by GEOID03.
 PY0647
 PY0647.The dynamic height is computed by dividing the NAVD 88
 PY0647.geopotential number by the normal gravity value computed on the
 PY0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0647.degrees latitude (g = 980.6199 gals.).
 PY0647
 PY0647.The modeled gravity was interpolated from observed gravity values.
 PY0647
 PY0647;                    North         East    Units  Estimated Accuracy
 PY0647;SPC MT       -    71,380.      436,830.      MT  (+/- 180 meters Scaled)
 PY0647
 PY0647                          SUPERSEDED SURVEY CONTROL
 PY0647
 PY0647  NGVD 29 (08/20/92) 1816.895  (m)         5960.93   (f) ADJUSTED    1 2
 PY0647
 PY0647.Superseded values are not recommended for survey control.
 PY0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0647.See file dsdata.txt to determine how the superseded data were derived.
 PY0647
 PY0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ553689(NAD 83)
 PY0647_MARKER: DB = BENCH MARK DISK
 PY0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0647_SP_SET: CONCRETE POST
 PY0647_STAMPING: K 144 RESET 1966
 PY0647_MARK LOGO: CGS   
 PY0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0647+STABILITY: SURFACE MOTION
 PY0647
 PY0647  HISTORY     - Date     Condition        Report By
 PY0647  HISTORY     - 1966     MONUMENTED       MTDH
 PY0647  HISTORY     - 1987     GOOD             NGS
 PY0647
 PY0647                          STATION DESCRIPTION
 PY0647
 PY0647'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1966
 PY0647'26.2 MI S FROM CAMERON.
 PY0647'ABOUT 26.2 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AND
 PY0647'STORE AT CAMERON, IN SECTION 14, T 11 S, R 1 E, 125 FEET RT. OF THE
 PY0647'CENTERLINE OF THE HIGHWAY AT HIGHWAY STATION 712+50, 5.0 FEET EAST OF
 PY0647'THE R/W FENCE AND 3.0 FEET WEST OF A METAL WITNESS POST, IN A CONCRETE
 PY0647'POST PROJECTING 6 INCHES ABOVE THE GROUND.
 PY0647
 PY0647                          STATION RECOVERY (1987)
 PY0647
 PY0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0647'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 PY0647'CHANGE--125 FEET RT.  OF THE CENTERLINE OF THE HIGHWAY, TO 38.1 M
 PY0647'(125.0 FT) FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  DELETE--AT
 PY0647'HIGHWAY STATION 712+50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0433 ***********************************************************************
 QX0433  DESIGNATION -  K 145
 QX0433  PID         -  QX0433
 QX0433  STATE/COUNTY-  MT/MADISON
 QX0433  USGS QUAD   -  HARRISON (1988)
 QX0433
 QX0433                         *CURRENT SURVEY CONTROL
 QX0433  ___________________________________________________________________
 QX0433* NAD 83(1986)-  45 37 34.     (N)    111 45 38.     (W)     SCALED    
 QX0433* NAVD 88     -      1546.252  (meters)    5073.00   (feet)  ADJUSTED  
 QX0433  ___________________________________________________________________
 QX0433  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 QX0433  DYNAMIC HT  -        1545.693 (meters)    5071.16  (feet)  COMP
 QX0433  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 QX0433
 QX0433  VERT ORDER  -  FIRST     CLASS II
 QX0433
 QX0433.The horizontal coordinates were scaled from a topographic map and have
 QX0433.an estimated accuracy of +/- 6 seconds.
 QX0433
 QX0433.The orthometric height was determined by differential leveling
 QX0433.and adjusted by the National Geodetic Survey in June 1991..
 QX0433
 QX0433.The geoid height was determined by GEOID03.
 QX0433
 QX0433.The dynamic height is computed by dividing the NAVD 88
 QX0433.geopotential number by the normal gravity value computed on the
 QX0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0433.degrees latitude (g = 980.6199 gals.).
 QX0433
 QX0433.The modeled gravity was interpolated from observed gravity values.
 QX0433
 QX0433;                    North         East    Units  Estimated Accuracy
 QX0433;SPC MT       -   155,480.      423,800.      MT  (+/- 180 meters Scaled)
 QX0433
 QX0433                          SUPERSEDED SURVEY CONTROL
 QX0433
 QX0433  NGVD 29 (??/??/92) 1545.120  (m)         5069.28   (f) ADJ UNCH    1 2
 QX0433
 QX0433.Superseded values are not recommended for survey control.
 QX0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0433.See file dsdata.txt to determine how the superseded data were derived.
 QX0433
 QX0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR407527(NAD 83)
 QX0433_MARKER: DB = BENCH MARK DISK
 QX0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0433_STAMPING: K 145 1959
 QX0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0433+STABILITY: SURFACE MOTION
 QX0433
 QX0433  HISTORY     - Date     Condition        Report By
 QX0433  HISTORY     - 1959     MONUMENTED       CGS
 QX0433  HISTORY     - 1984     GOOD             USGS
 QX0433
 QX0433                          STATION DESCRIPTION
 QX0433
 QX0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0433'5.05 MI NW FROM NORRIS.
 QX0433'ABOUT 5.05 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0433'RAILROAD FROM THE STATION AT NORRIS, OR ABOUT 0.65 MILE SOUTH ALONG
 QX0433'STATE HIGHWAY 287 FROM THE NORTHERN PACIFIC RAILROAD STATION AT
 QX0433'HARRISON, THENCE ABOUT 5.6 MILES SOUTHEAST ALONG A BRANCH LINE OF THE
 QX0433'NORTHERN PACIFIC RAILROAD, IN THE NORTHWEST CORNER OF SECTION 32, T 2
 QX0433'S, R 1 W, ABOUT 0.3 MILE SOUTHEAST OF MILEPOST 15, 40 FEET NORTH OF
 QX0433'THE NORTH RAIL, ABOUT 0.3 MILE SOUTHEAST OF THE SOUTHEAST END OF A
 QX0433'HIGH TRESTLE OVER NORWEGIAN PLACER GULCH, 25 FEET EAST OF A SMALL
 QX0433'IRRIGATION DITCH, 4 FEET SOUTH OF A FENCE, 2.5 FEET SOUTH OF A METAL
 QX0433'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS, AND IN
 QX0433'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QX0433
 QX0433                          STATION RECOVERY (1984)
 QX0433
 QX0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QX0433'NORRIS MT., 5.05 NORTHWEST OF, ABOUT 3.5 MILES NORTHWEST ALONG U.S.
 QX0433'287 FROM THE JUNCTION OF U.S. 287 AND MONTANA 84 AT NORRIS, THENCE
 QX0433'0.3 MILE MILE NORTHWEST ALONG SAID ROAD TO THE END OF TRUCK TRAVEL AT
 QX0433'CULTIVATED FIELD, THENCE 0.1 MILE ACROSS FIELD ALONG RAILROAD GRADE
 QX0433'SCAR, IN THE NORTHWEST CORNER OF SECTION 32, T 2 S, R 1 W, 23 FEET
 QX0433'EAST AND 76 FEET SOUTH OF A SMALL DITCH 136 FEET SOUTH OF A POWER
 QX0433'POLE AND FENCE LINE, 3 FEET SOUTH OF WITNESS POST, PROJECTING 0.2
 QX0433'FEET TOP OF A CONCRETE POST, A STANDARD TABLET K-145 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0334 ***********************************************************************
 QX0334  DESIGNATION -  K 146
 QX0334  PID         -  QX0334
 QX0334  STATE/COUNTY-  MT/MADISON
 QX0334  USGS QUAD   -  CAMERON (1988)
 QX0334
 QX0334                         *CURRENT SURVEY CONTROL
 QX0334  ___________________________________________________________________
 QX0334* NAD 83(1986)-  45 10 08.     (N)    111 40 43.     (W)     SCALED    
 QX0334* NAVD 88     -      1663.235  (meters)    5456.80   (feet)  ADJUSTED  
 QX0334  ___________________________________________________________________
 QX0334  GEOID HEIGHT-          -9.87  (meters)                     GEOID03
 QX0334  DYNAMIC HT  -        1662.462 (meters)    5454.26  (feet)  COMP
 QX0334  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 QX0334
 QX0334  VERT ORDER  -  FIRST     CLASS II
 QX0334
 QX0334.The horizontal coordinates were scaled from a topographic map and have
 QX0334.an estimated accuracy of +/- 6 seconds.
 QX0334
 QX0334.The orthometric height was determined by differential leveling
 QX0334.and adjusted by the National Geodetic Survey in June 1991..
 QX0334
 QX0334.The geoid height was determined by GEOID03.
 QX0334
 QX0334.The dynamic height is computed by dividing the NAVD 88
 QX0334.geopotential number by the normal gravity value computed on the
 QX0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0334.degrees latitude (g = 980.6199 gals.).
 QX0334
 QX0334.The modeled gravity was interpolated from observed gravity values.
 QX0334
 QX0334;                    North         East    Units  Estimated Accuracy
 QX0334;SPC MT       -   104,510.      428,770.      MT  (+/- 180 meters Scaled)
 QX0334
 QX0334                          SUPERSEDED SURVEY CONTROL
 QX0334
 QX0334  NGVD 29 (08/20/92) 1662.025  (m)         5452.83   (f) ADJUSTED    1 2
 QX0334
 QX0334.Superseded values are not recommended for survey control.
 QX0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0334.See file dsdata.txt to determine how the superseded data were derived.
 QX0334
 QX0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR466019(NAD 83)
 QX0334_MARKER: DB = BENCH MARK DISK
 QX0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0334_SP_SET: CONCRETE POST
 QX0334_STAMPING: K 146 1959
 QX0334_MARK LOGO: CGS   
 QX0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0334+STABILITY: SURFACE MOTION
 QX0334
 QX0334  HISTORY     - Date     Condition        Report By
 QX0334  HISTORY     - 1959     MONUMENTED       CGS
 QX0334  HISTORY     - 1987     GOOD             NGS
 QX0334
 QX0334                          STATION DESCRIPTION
 QX0334
 QX0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0334'2.4 MI S FROM CAMERON.
 QX0334'2.4 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AND STORE
 QX0334'AT CAMERON, IN THE NORTHWEST 1/4 OF SECTION 1, T 8 S, R 1 W, 111 FEET
 QX0334'WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE SOUTH OF A
 QX0334'HIGHWAY STOCK PILE WHICH IS ON THE WEST SIDE OF THE HIGHWAY, 167 FEET
 QX0334'WEST AND ACROSS THE HIGHWAY FROM A FENCE, 3.0 FEET SOUTH OF A METAL
 QX0334'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 QX0334'CONCRETE POST PROJECTING 7 INCHES.
 QX0334
 QX0334                          STATION RECOVERY (1987)
 QX0334
 QX0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0140 ***********************************************************************
 RU0140  DESIGNATION -  K 147
 RU0140  PID         -  RU0140
 RU0140  STATE/COUNTY-  MT/ROSEBUD
 RU0140  USGS QUAD   -  FORSYTH (1984)
 RU0140
 RU0140                         *CURRENT SURVEY CONTROL
 RU0140  ___________________________________________________________________
 RU0140* NAD 83(1986)-  46 18 36.     (N)    106 41 43.     (W)     SCALED    
 RU0140* NAVD 88     -       858.934  (meters)    2818.02   (feet)  ADJUSTED  
 RU0140  ___________________________________________________________________
 RU0140  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 RU0140  DYNAMIC HT  -         858.838 (meters)    2817.70  (feet)  COMP
 RU0140  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 RU0140
 RU0140  VERT ORDER  -  FIRST     CLASS II
 RU0140
 RU0140.The horizontal coordinates were scaled from a topographic map and have
 RU0140.an estimated accuracy of +/- 6 seconds.
 RU0140
 RU0140.The orthometric height was determined by differential leveling
 RU0140.and adjusted by the National Geodetic Survey in June 1991..
 RU0140
 RU0140.The geoid height was determined by GEOID03.
 RU0140
 RU0140.The dynamic height is computed by dividing the NAVD 88
 RU0140.geopotential number by the normal gravity value computed on the
 RU0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0140.degrees latitude (g = 980.6199 gals.).
 RU0140
 RU0140.The modeled gravity was interpolated from observed gravity values.
 RU0140
 RU0140;                    North         East    Units  Estimated Accuracy
 RU0140;SPC MT       -   232,780.      815,890.      MT  (+/- 180 meters Scaled)
 RU0140
 RU0140                          SUPERSEDED SURVEY CONTROL
 RU0140
 RU0140  NGVD 29 (??/??/92)  858.297  (m)         2815.93   (f) ADJ UNCH    1 2
 RU0140
 RU0140.Superseded values are not recommended for survey control.
 RU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0140.See file dsdata.txt to determine how the superseded data were derived.
 RU0140
 RU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM694298(NAD 83)
 RU0140_MARKER: DB = BENCH MARK DISK
 RU0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0140_STAMPING: K 147 1960
 RU0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0140+STABILITY: SURFACE MOTION
 RU0140
 RU0140  HISTORY     - Date     Condition        Report By
 RU0140  HISTORY     - 1960     MONUMENTED       CGS
 RU0140
 RU0140                          STATION DESCRIPTION
 RU0140
 RU0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0140'4.8 MI N FROM FORSYTH.
 RU0140'ABOUT 0.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0140'STATION AT FORSYTH, THENCE 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 12,
 RU0140'THENCE 0.7 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 2.05 MILES
 RU0140'NORTH ALONG A GRAVELED ROAD, 35 FEET EAST OF THE CENTER LINE OF THE
 RU0140'ROAD, 47 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE EAST END OF A
 RU0140'CATTLE GUARD, 87 FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE,
 RU0140'37 FEET SOUTH OF A T FENCE CORNER, 10 FEET SOUTHEAST OF A TELEPHONE
 RU0140'POLE, 1 FOOT WEST OF THE FENCE LINE, ABOUT 1 1/2 FEET ABOVE THE ROAD,
 RU0140'AND IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0056 ***********************************************************************
 RU0056  DESIGNATION -  K 148
 RU0056  PID         -  RU0056
 RU0056  STATE/COUNTY-  MT/ROSEBUD
 RU0056  USGS QUAD   -  THURLOW (1984)
 RU0056
 RU0056                         *CURRENT SURVEY CONTROL
 RU0056  ___________________________________________________________________
 RU0056* NAD 83(1986)-  46 16 20.     (N)    106 19 15.     (W)     SCALED    
 RU0056* NAVD 88     -       748.141  (meters)    2454.53   (feet)  ADJUSTED  
 RU0056  ___________________________________________________________________
 RU0056  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 RU0056  DYNAMIC HT  -         748.073 (meters)    2454.30  (feet)  COMP
 RU0056  MODELED GRAV-     980,500.2   (mgal)                       NAVD 88
 RU0056
 RU0056  VERT ORDER  -  FIRST     CLASS II
 RU0056
 RU0056.The horizontal coordinates were scaled from a topographic map and have
 RU0056.an estimated accuracy of +/- 6 seconds.
 RU0056
 RU0056.The orthometric height was determined by differential leveling
 RU0056.and adjusted by the National Geodetic Survey in June 1991..
 RU0056
 RU0056.The geoid height was determined by GEOID03.
 RU0056
 RU0056.The dynamic height is computed by dividing the NAVD 88
 RU0056.geopotential number by the normal gravity value computed on the
 RU0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0056.degrees latitude (g = 980.6199 gals.).
 RU0056
 RU0056.The modeled gravity was interpolated from observed gravity values.
 RU0056
 RU0056;                    North         East    Units  Estimated Accuracy
 RU0056;SPC MT       -   229,690.      844,860.      MT  (+/- 180 meters Scaled)
 RU0056
 RU0056                          SUPERSEDED SURVEY CONTROL
 RU0056
 RU0056  NGVD 29 (??/??/92)  747.542  (m)         2452.56   (f) ADJ UNCH    1 2
 RU0056
 RU0056.Superseded values are not recommended for survey control.
 RU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0056.See file dsdata.txt to determine how the superseded data were derived.
 RU0056
 RU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM982251(NAD 83)
 RU0056_MARKER: DB = BENCH MARK DISK
 RU0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0056_STAMPING: K 148 1960
 RU0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0056+STABILITY: SURFACE MOTION
 RU0056
 RU0056  HISTORY     - Date     Condition        Report By
 RU0056  HISTORY     - 1960     MONUMENTED       CGS
 RU0056
 RU0056                          STATION DESCRIPTION
 RU0056
 RU0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0056'6.35 MI NE FROM ROSEBUD.
 RU0056'ABOUT 6.35 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0056'STATION AT ROSEBUD, 276 FEET SOUTHEAST AND ACROSS THE TRACKS FROM
 RU0056'MILEPOST 105, 0.1 MILE SOUTHWEST OF A ROAD CROSSING, IN SECTION 15, R
 RU0056'43 E, T 6 N, 112 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 RU0056'185 FEET SOUTHWEST AND ACROSS THE TRACK FROM THE JOPPA SIDING SIGN, 11
 RU0056'FEET EAST OF A TELEPHONE POLE, 3 FEET EAST OF THE NORTH CORNER OF A
 RU0056'STOCKYARD, 1 FOOT NORTH OF A BOARD FENCE, AND IN THE TOP OF A CONCRETE
 RU0056'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0281 ***********************************************************************
 RT0281  DESIGNATION -  K 149
 RT0281  PID         -  RT0281
 RT0281  STATE/COUNTY-  MT/CUSTER
 RT0281  USGS QUAD   -  LIGNITE CREEK (1980)
 RT0281
 RT0281                         *CURRENT SURVEY CONTROL
 RT0281  ___________________________________________________________________
 RT0281* NAD 83(1986)-  46 21 24.     (N)    105 55 24.     (W)     SCALED    
 RT0281* NAVD 88     -       725.620  (meters)    2380.64   (feet)  ADJUSTED  
 RT0281  ___________________________________________________________________
 RT0281  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RT0281  DYNAMIC HT  -         725.561 (meters)    2380.44  (feet)  COMP
 RT0281  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 RT0281
 RT0281  VERT ORDER  -  FIRST     CLASS II
 RT0281
 RT0281.The horizontal coordinates were scaled from a topographic map and have
 RT0281.an estimated accuracy of +/- 6 seconds.
 RT0281
 RT0281.The orthometric height was determined by differential leveling
 RT0281.and adjusted by the National Geodetic Survey in June 1991..
 RT0281
 RT0281.The geoid height was determined by GEOID03.
 RT0281
 RT0281.The dynamic height is computed by dividing the NAVD 88
 RT0281.geopotential number by the normal gravity value computed on the
 RT0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0281.degrees latitude (g = 980.6199 gals.).
 RT0281
 RT0281.The modeled gravity was interpolated from observed gravity values.
 RT0281
 RT0281;                    North         East    Units  Estimated Accuracy
 RT0281;SPC MT       -   240,380.      875,030.      MT  (+/- 180 meters Scaled)
 RT0281
 RT0281                          SUPERSEDED SURVEY CONTROL
 RT0281
 RT0281  NGVD 29 (??/??/92)  725.022  (m)         2378.68   (f) ADJ UNCH    1 2
 RT0281
 RT0281.Superseded values are not recommended for survey control.
 RT0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0281.See file dsdata.txt to determine how the superseded data were derived.
 RT0281
 RT0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM289340(NAD 83)
 RT0281_MARKER: DB = BENCH MARK DISK
 RT0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0281_STAMPING: K 149 1960
 RT0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0281+STABILITY: SURFACE MOTION
 RT0281
 RT0281  HISTORY     - Date     Condition        Report By
 RT0281  HISTORY     - 1960     MONUMENTED       CGS
 RT0281
 RT0281                          STATION DESCRIPTION
 RT0281
 RT0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0281'4.85 MI SW FROM MILES CITY.
 RT0281'ABOUT 4.85 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0281'STATION AT MILES CITY, 0.4 MILES SOUTHWEST OF MILEPOST 83, 0.4 MILE
 RT0281'SOUTHWEST OF A ROAD CROSSING, IN SECTION 13, T 7 N, R 46 E, 244 FEET
 RT0281'SOUTHEAST OF THE SOUTHEAST RAIL, 77 FEET SOUTHEAST OF THE CENTER LINE
 RT0281'OF U.S. HIGHWAY 10 AND 12, 27 FEET EAST OF THE CENTER LINE OF A
 RT0281'PRIVATE ROAD, 18 1/2 FEET SOUTHWEST OF A POWER POLE, IN LINE WITH A
 RT0281'ROW OF POWER POLES, 36 FEET SOUTHEAST OF A FENCE, 1 1/2 FEET WEST OF A
 RT0281'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 RT0281'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0208 ***********************************************************************
 SU0208  DESIGNATION -  K 15
 SU0208  PID         -  SU0208
 SU0208  STATE/COUNTY-  MT/SANDERS
 SU0208  USGS QUAD   -  KEYSTONE PEAK (1985)
 SU0208
 SU0208                         *CURRENT SURVEY CONTROL
 SU0208  ___________________________________________________________________
 SU0208* NAD 83(1986)-  47 19 50.     (N)    114 55 30.     (W)     SCALED    
 SU0208* NAVD 88     -       795.329  (meters)    2609.34   (feet)  ADJUSTED  
 SU0208  ___________________________________________________________________
 SU0208  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SU0208  DYNAMIC HT  -         795.232 (meters)    2609.02  (feet)  COMP
 SU0208  MODELED GRAV-     980,465.8   (mgal)                       NAVD 88
 SU0208
 SU0208  VERT ORDER  -  FIRST     CLASS II
 SU0208
 SU0208.The horizontal coordinates were scaled from a topographic map and have
 SU0208.an estimated accuracy of +/- 6 seconds.
 SU0208
 SU0208.The orthometric height was determined by differential leveling
 SU0208.and adjusted by the National Geodetic Survey in June 1991..
 SU0208
 SU0208.The geoid height was determined by GEOID03.
 SU0208
 SU0208.The dynamic height is computed by dividing the NAVD 88
 SU0208.geopotential number by the normal gravity value computed on the
 SU0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0208.degrees latitude (g = 980.6199 gals.).
 SU0208
 SU0208.The modeled gravity was interpolated from observed gravity values.
 SU0208
 SU0208;                    North         East    Units  Estimated Accuracy
 SU0208;SPC MT       -   356,490.      190,520.      MT  (+/- 180 meters Scaled)
 SU0208
 SU0208                          SUPERSEDED SURVEY CONTROL
 SU0208
 SU0208  NGVD 29 (??/??/92)  794.146  (m)         2605.46   (f) ADJ UNCH    1 2
 SU0208
 SU0208.Superseded values are not recommended for survey control.
 SU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0208.See file dsdata.txt to determine how the superseded data were derived.
 SU0208
 SU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN567439(NAD 83)
 SU0208_MARKER: DB = BENCH MARK DISK
 SU0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0208_SP_SET: ABUTMENT
 SU0208_STAMPING: K 15 1914
 SU0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0208
 SU0208  HISTORY     - Date     Condition        Report By
 SU0208  HISTORY     - 1914     MONUMENTED       CGS
 SU0208  HISTORY     - 1944     GOOD             NGS
 SU0208
 SU0208                          STATION DESCRIPTION
 SU0208
 SU0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0208'7.3 MI W FROM QUINN.
 SU0208'7.3 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FREIGHT TRACK FROM
 SU0208'THE STATION AT QUINN, ABOUT 1.6 MILES NORTHEAST OF THE DONLAN STATION,
 SU0208'390 FEET SOUTHWEST OF BRIDGE SIGN NO. 207, SET IN THE NORTHWEST CORNER
 SU0208'OF THE SOUTHWEST ABUTMENT OF BRIDGE NO. 207 OVER THE CLARK FORK RIVER,
 SU0208'4.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 8.0 INCHES
 SU0208'BELOW TRACK LEVEL.  BRONZE BENCH MARK DISK. STAMPED K 15 1914.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0389 ***********************************************************************
 TN0389  DESIGNATION -  K 15
 TN0389  PID         -  TN0389
 TN0389  STATE/COUNTY-  MT/SANDERS
 TN0389  USGS QUAD   -  SMEADS BENCH (1983)
 TN0389
 TN0389                         *CURRENT SURVEY CONTROL
 TN0389  ___________________________________________________________________
 TN0389* NAD 83(1986)-  48 07 28.     (N)    115 51 52.     (W)     SCALED    
 TN0389* NAVD 88     -       707.981  (meters)    2322.77   (feet)  ADJUSTED  
 TN0389  ___________________________________________________________________
 TN0389  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 TN0389  DYNAMIC HT  -         708.003 (meters)    2322.84  (feet)  COMP
 TN0389  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 TN0389
 TN0389  VERT ORDER  -  SECOND    CLASS 0
 TN0389
 TN0389.The horizontal coordinates were scaled from a topographic map and have
 TN0389.an estimated accuracy of +/- 6 seconds.
 TN0389
 TN0389.The orthometric height was determined by differential leveling
 TN0389.and adjusted by the National Geodetic Survey in June 1991..
 TN0389
 TN0389.The geoid height was determined by GEOID03.
 TN0389
 TN0389.The dynamic height is computed by dividing the NAVD 88
 TN0389.geopotential number by the normal gravity value computed on the
 TN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0389.degrees latitude (g = 980.6199 gals.).
 TN0389
 TN0389.The modeled gravity was interpolated from observed gravity values.
 TN0389
 TN0389;                    North         East    Units  Estimated Accuracy
 TN0389;SPC MT       -   449,760.      126,910.      MT  (+/- 180 meters Scaled)
 TN0389
 TN0389                          SUPERSEDED SURVEY CONTROL
 TN0389
 TN0389  NGVD 29 (??/??/92)  706.806  (m)         2318.91   (f) ADJ UNCH    2 0
 TN0389
 TN0389.Superseded values are not recommended for survey control.
 TN0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0389.See file dsdata.txt to determine how the superseded data were derived.
 TN0389
 TN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP845307(NAD 83)
 TN0389_MARKER: DD = SURVEY DISK
 TN0389_SETTING: 80 = SET IN A BOULDER
 TN0389_SP_SET: BOULDER
 TN0389_STAMPING: K 15 1934
 TN0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0389+STABILITY: SURFACE MOTION
 TN0389
 TN0389  HISTORY     - Date     Condition        Report By
 TN0389  HISTORY     - 1934     MONUMENTED       USGS
 TN0389  HISTORY     - 1934     GOOD             NGS
 TN0389
 TN0389                          STATION DESCRIPTION
 TN0389
 TN0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0389'20.6 MI N FROM NOXON.
 TN0389'20.6 MILES NORTH ALONG THE BULL LAKE ROAD FROM NOXON, ABOUT 100 FEET
 TN0389'SOUTH OF A T-ROAD LEADING TO SQUAW PEAK, ON THE EAST EDGE OF THE ROAD,
 TN0389'AND IN THE TOP OF AN EMBEDDED BOULDER.  A UNITED STATES GEOLOGICAL
 TN0389'SURVEY STANDARD DISK, STAMPED K 15 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0347 ***********************************************************************
 RT0347  DESIGNATION -  K 150
 RT0347  PID         -  RT0347
 RT0347  STATE/COUNTY-  MT/CUSTER
 RT0347  USGS QUAD   -  KINSEY NE (1969)
 RT0347
 RT0347                         *CURRENT SURVEY CONTROL
 RT0347  ___________________________________________________________________
 RT0347* NAD 83(1986)-  46 38 34.     (N)    105 31 19.     (W)     SCALED    
 RT0347* NAVD 88     -       694.098  (meters)    2277.22   (feet)  ADJUSTED  
 RT0347  ___________________________________________________________________
 RT0347  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0347  DYNAMIC HT  -         694.067 (meters)    2277.12  (feet)  COMP
 RT0347  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 RT0347
 RT0347  VERT ORDER  -  FIRST     CLASS II
 RT0347
 RT0347.The horizontal coordinates were scaled from a topographic map and have
 RT0347.an estimated accuracy of +/- 6 seconds.
 RT0347
 RT0347.The orthometric height was determined by differential leveling
 RT0347.and adjusted by the National Geodetic Survey in June 1991..
 RT0347.WARNING-Repeat measurements at this control monument indicate possible
 RT0347.vertical movement.
 RT0347
 RT0347.The geoid height was determined by GEOID03.
 RT0347
 RT0347.The dynamic height is computed by dividing the NAVD 88
 RT0347.geopotential number by the normal gravity value computed on the
 RT0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0347.degrees latitude (g = 980.6199 gals.).
 RT0347
 RT0347.The modeled gravity was interpolated from observed gravity values.
 RT0347
 RT0347;                    North         East    Units  Estimated Accuracy
 RT0347;SPC MT       -   273,620.      904,260.      MT  (+/- 180 meters Scaled)
 RT0347
 RT0347                          SUPERSEDED SURVEY CONTROL
 RT0347
 RT0347  NGVD 29 (??/??/92)  693.505  (m)         2275.27   (f) ADJ UNCH    1 2
 RT0347
 RT0347.Superseded values are not recommended for survey control.
 RT0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0347.See file dsdata.txt to determine how the superseded data were derived.
 RT0347
 RT0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM600656(NAD 83)
 RT0347_MARKER: DB = BENCH MARK DISK
 RT0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0347_STAMPING: K 150 1960
 RT0347_MARK LOGO: CGS   
 RT0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0347+STABILITY: SURFACE MOTION
 RT0347
 RT0347  HISTORY     - Date     Condition        Report By
 RT0347  HISTORY     - 1960     MONUMENTED       CGS
 RT0347  HISTORY     - 1981     GOOD             NGS
 RT0347
 RT0347                          STATION DESCRIPTION
 RT0347
 RT0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0347'16.0 MI SW FROM TERRY.
 RT0347'ABOUT 16.0 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0347'STATION AT TERRY, 5 1/2 POLES SOUTHWEST OF MILEPOST 55, IN SECTION 11,
 RT0347'T 10 N, R 49 E, 61 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 107 FEET
 RT0347'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 10, 114 FEET SOUTH OF THE
 RT0347'CENTER OF A ROAD CROSSING, 8 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 RT0347'IN LINE WITH A ROW OF TELEPHONE POLES, 19 FEET NORTHWEST OF A FENCE,
 RT0347'2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 RT0347'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RT0347
 RT0347                          STATION RECOVERY (1981)
 RT0347
 RT0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0121 ***********************************************************************
 SQ0121  DESIGNATION -  K 151
 SQ0121  PID         -  SQ0121
 SQ0121  STATE/COUNTY-  MT/GARFIELD
 SQ0121  USGS QUAD   -  COHAGEN NE (1965)
 SQ0121
 SQ0121                         *CURRENT SURVEY CONTROL
 SQ0121  ___________________________________________________________________
 SQ0121* NAD 83(1986)-  47 08 56.     (N)    106 30 32.     (W)     SCALED    
 SQ0121* NAVD 88     -       841.608  (meters)    2761.18   (feet)  ADJUSTED  
 SQ0121  ___________________________________________________________________
 SQ0121  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 SQ0121  DYNAMIC HT  -         841.592 (meters)    2761.12  (feet)  COMP
 SQ0121  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 SQ0121
 SQ0121  VERT ORDER  -  SECOND    CLASS 0
 SQ0121
 SQ0121.The horizontal coordinates were scaled from a topographic map and have
 SQ0121.an estimated accuracy of +/- 6 seconds.
 SQ0121
 SQ0121.The orthometric height was determined by differential leveling
 SQ0121.and adjusted by the National Geodetic Survey in June 1991..
 SQ0121
 SQ0121.The geoid height was determined by GEOID03.
 SQ0121
 SQ0121.The dynamic height is computed by dividing the NAVD 88
 SQ0121.geopotential number by the normal gravity value computed on the
 SQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0121.degrees latitude (g = 980.6199 gals.).
 SQ0121
 SQ0121.The modeled gravity was interpolated from observed gravity values.
 SQ0121
 SQ0121;                    North         East    Units  Estimated Accuracy
 SQ0121;SPC MT       -   326,450.      826,670.      MT  (+/- 180 meters Scaled)
 SQ0121
 SQ0121                          SUPERSEDED SURVEY CONTROL
 SQ0121
 SQ0121  NGVD 29 (??/??/92)  840.94   (m)         2759.0    (f) COMPUTED    2 0
 SQ0121
 SQ0121.Superseded values are not recommended for survey control.
 SQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0121.See file dsdata.txt to determine how the superseded data were derived.
 SQ0121
 SQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN856228(NAD 83)
 SQ0121_MARKER: DB = BENCH MARK DISK
 SQ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0121_STAMPING: K 151 1960
 SQ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0121+STABILITY: SURFACE MOTION
 SQ0121
 SQ0121  HISTORY     - Date     Condition        Report By
 SQ0121  HISTORY     - 1960     MONUMENTED       CGS
 SQ0121
 SQ0121                          STATION DESCRIPTION
 SQ0121
 SQ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0121'17.65 MI N FROM COHAGEN.
 SQ0121'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0121'COHAGEN, THENCE 9.4 MILES EAST ALONG A GRADED DIRT ROAD, 0.1 MILE WEST
 SQ0121'OF THE ENTRANCE TO A PRIVATE ROAD LEADING NORTH TO THE BARNES RANCH,
 SQ0121'IN SECTION 14, T 16 N, R 41 E, 64 FEET SOUTH OF THE CENTER LINE OF THE
 SQ0121'ROAD, 27 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 12 FEET SOUTH
 SQ0121'OF A FENCE, 9 1/2 FEET SOUTH OF TELEPHONE POLE 5E-147, 1 FOOT WEST OF
 SQ0121'A FENCE LINE, ABOUT 1 FOOT ABOVE THE ROAD, AND IN THE TOP OF A
 SQ0121'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0116 ***********************************************************************
 RT0116  DESIGNATION -  K 153
 RT0116  PID         -  RT0116
 RT0116  STATE/COUNTY-  MT/DAWSON
 RT0116  USGS QUAD   -  MARSH SW (1966)
 RT0116
 RT0116                         *CURRENT SURVEY CONTROL
 RT0116  ___________________________________________________________________
 RT0116* NAD 83(1986)-  46 51 58.     (N)    104 59 32.     (W)     SCALED    
 RT0116* NAVD 88     -       654.312  (meters)    2146.69   (feet)  ADJUSTED  
 RT0116  ___________________________________________________________________
 RT0116  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 RT0116  DYNAMIC HT  -         654.296 (meters)    2146.64  (feet)  COMP
 RT0116  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 RT0116
 RT0116  VERT ORDER  -  FIRST     CLASS II
 RT0116
 RT0116.The horizontal coordinates were scaled from a topographic map and have
 RT0116.an estimated accuracy of +/- 6 seconds.
 RT0116
 RT0116.The orthometric height was determined by differential leveling
 RT0116.and adjusted by the National Geodetic Survey in June 1991..
 RT0116
 RT0116.The geoid height was determined by GEOID03.
 RT0116
 RT0116.The dynamic height is computed by dividing the NAVD 88
 RT0116.geopotential number by the normal gravity value computed on the
 RT0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0116.degrees latitude (g = 980.6199 gals.).
 RT0116
 RT0116.The modeled gravity was interpolated from observed gravity values.
 RT0116
 RT0116;                    North         East    Units  Estimated Accuracy
 RT0116;SPC MT       -   300,580.      943,300.      MT  (+/- 180 meters Scaled)
 RT0116
 RT0116                          SUPERSEDED SURVEY CONTROL
 RT0116
 RT0116  NGVD 29 (??/??/92)  653.751  (m)         2144.85   (f) ADJ UNCH    1 2
 RT0116
 RT0116.Superseded values are not recommended for survey control.
 RT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0116.See file dsdata.txt to determine how the superseded data were derived.
 RT0116
 RT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM005902(NAD 83)
 RT0116_MARKER: DB = BENCH MARK DISK
 RT0116_SETTING: 66 = SET IN ROCK OUTCROP
 RT0116_SP_SET: ROCK CLIFF
 RT0116_STAMPING: K 153 1960
 RT0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0116+STABILITY: POSITION/ELEVATION WELL
 RT0116
 RT0116  HISTORY     - Date     Condition        Report By
 RT0116  HISTORY     - 1960     MONUMENTED       CGS
 RT0116  HISTORY     - 1966     MARK NOT FOUND   USGS
 RT0116  HISTORY     - 1981     MARK NOT FOUND   NGS
 RT0116
 RT0116                          STATION DESCRIPTION
 RT0116
 RT0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0116'6.75 MI NE FROM FALLON.
 RT0116'ABOUT 6.75 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0116'STATION AT FALLON, 6 POLES NORTHEAST OF MILEPOST 23, IN SECTION 22, R
 RT0116'53 E, T 13 N, SET VERTICALLY IN THE NORTHWEST FACE OF A SMALL ROCK
 RT0116'CLIFF, 20 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 19 FEET EAST OF A
 RT0116'SIGNAL BATTERY BOX, AND ABOUT 1 FOOT ABOVE THE TRACK.
 RT0116
 RT0116                          STATION RECOVERY (1966)
 RT0116
 RT0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RT0116'MARK NOT FOUND.
 RT0116
 RT0116                          STATION RECOVERY (1981)
 RT0116
 RT0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0116'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0119 ***********************************************************************
 SQ0119  DESIGNATION -  K 154
 SQ0119  PID         -  SQ0119
 SQ0119  STATE/COUNTY-  MT/GARFIELD
 SQ0119  USGS QUAD   -  HAFLA SCHOOL (1965)
 SQ0119
 SQ0119                         *CURRENT SURVEY CONTROL
 SQ0119  ___________________________________________________________________
 SQ0119* NAD 83(1986)-  47 08 05.     (N)    106 29 13.     (W)     SCALED    
 SQ0119* NAVD 88     -       830.141  (meters)    2723.55   (feet)  ADJUSTED  
 SQ0119  ___________________________________________________________________
 SQ0119  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 SQ0119  DYNAMIC HT  -         830.122 (meters)    2723.49  (feet)  COMP
 SQ0119  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 SQ0119
 SQ0119  VERT ORDER  -  SECOND    CLASS 0
 SQ0119
 SQ0119.The horizontal coordinates were scaled from a topographic map and have
 SQ0119.an estimated accuracy of +/- 6 seconds.
 SQ0119
 SQ0119.The orthometric height was determined by differential leveling
 SQ0119.and adjusted by the National Geodetic Survey in June 1991..
 SQ0119
 SQ0119.The geoid height was determined by GEOID03.
 SQ0119
 SQ0119.The dynamic height is computed by dividing the NAVD 88
 SQ0119.geopotential number by the normal gravity value computed on the
 SQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0119.degrees latitude (g = 980.6199 gals.).
 SQ0119
 SQ0119.The modeled gravity was interpolated from observed gravity values.
 SQ0119
 SQ0119;                    North         East    Units  Estimated Accuracy
 SQ0119;SPC MT       -   324,940.      828,390.      MT  (+/- 180 meters Scaled)
 SQ0119
 SQ0119                          SUPERSEDED SURVEY CONTROL
 SQ0119
 SQ0119  NGVD 29 (??/??/92)  829.469  (m)         2721.35   (f) ADJ UNCH    2 0
 SQ0119
 SQ0119.Superseded values are not recommended for survey control.
 SQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0119.See file dsdata.txt to determine how the superseded data were derived.
 SQ0119
 SQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN872212(NAD 83)
 SQ0119_MARKER: DB = BENCH MARK DISK
 SQ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0119_STAMPING: K 154 1960
 SQ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0119+STABILITY: SURFACE MOTION
 SQ0119
 SQ0119  HISTORY     - Date     Condition        Report By
 SQ0119  HISTORY     - 1960     MONUMENTED       CGS
 SQ0119  HISTORY     - 1965     GOOD             USGS
 SQ0119
 SQ0119                          STATION DESCRIPTION
 SQ0119
 SQ0119'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0119'19.7 MI NE FROM COHAGEN.
 SQ0119'8.25 MI NORTHWEST ALONG STATE HWY 22 FROM THE P. O. AT COHAGEN, THENCE
 SQ0119'10.45 MI. E. ALONG A GRADED DIRT ROAD, THENCE 1.0 MILES SOUTH ALONG A
 SQ0119'GRADED DIRT ROAD LEADING TO THE PLUHAR RANCH, 0.2 MILE SOUTH OF THE
 SQ0119'RANCHHOUSE, IN SEC. 24, T 16 N R 41 E, 84 FT. E. OF THE CENTER LINE OF
 SQ0119'THE ROAD, 276 FT EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HANGER,
 SQ0119'75 FT NORTHWEST OF A TRANSFORMER POLE, 3 FT. NORTHEAST OF THE
 SQ0119'NORTHWEST CORNER POST OF THE SCHOOLYARD FENCE, 1 FT N. OF A FENCE,
 SQ0119'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 SQ0119'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0063 ***********************************************************************
 QX0063  DESIGNATION -  K 155
 QX0063  PID         -  QX0063
 QX0063  STATE/COUNTY-  MT/PARK
 QX0063  USGS QUAD   -  PRAY (1988)
 QX0063
 QX0063                         *CURRENT SURVEY CONTROL
 QX0063  ___________________________________________________________________
 QX0063* NAD 83(1986)-  45 23 44.     (N)    110 42 33.     (W)     SCALED    
 QX0063* NAVD 88     -      1477.056  (meters)    4845.97   (feet)  ADJUSTED  
 QX0063  ___________________________________________________________________
 QX0063  GEOID HEIGHT-          -9.71  (meters)                     GEOID03
 QX0063  DYNAMIC HT  -        1476.440 (meters)    4843.95  (feet)  COMP
 QX0063  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 QX0063  OBS GRAVITY -     980,152.6   (mgal)                       GRAV_OBS
 QX0063
 QX0063  VERT ORDER  -  FIRST     CLASS II
 QX0063
 QX0063.The horizontal coordinates were scaled from a topographic map and have
 QX0063.an estimated accuracy of +/- 6 seconds.
 QX0063
 QX0063.The orthometric height was determined by differential leveling
 QX0063.and adjusted by the National Geodetic Survey in June 1991..
 QX0063
 QX0063.The geoid height was determined by GEOID03.
 QX0063
 QX0063.The dynamic height is computed by dividing the NAVD 88
 QX0063.geopotential number by the normal gravity value computed on the
 QX0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0063.degrees latitude (g = 980.6199 gals.).
 QX0063
 QX0063.The modeled gravity was interpolated from observed gravity values.
 QX0063.The observed gravity was obtained from relative gravimeter ties
 QX0063.to the IGSN71 gravity network.
 QX0063
 QX0063;                    North         East    Units  Estimated Accuracy
 QX0063;SPC MT       -   128,050.      505,340.      MT  (+/- 180 meters Scaled)
 QX0063
 QX0063                          SUPERSEDED SURVEY CONTROL
 QX0063
 QX0063  NGVD 29 (08/20/92) 1475.852  (m)         4842.02   (f) ADJUSTED    1 2
 QX0063
 QX0063.Superseded values are not recommended for survey control.
 QX0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0063.See file dsdata.txt to determine how the superseded data were derived.
 QX0063
 QX0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR227269(NAD 83)
 QX0063_MARKER: DB = BENCH MARK DISK
 QX0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0063_STAMPING: K 155 1960
 QX0063_MARK LOGO: CGS   
 QX0063_PROJECTION: PROJECTING 1 CENTIMETERS
 QX0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0063+STABILITY: SURFACE MOTION
 QX0063
 QX0063  HISTORY     - Date     Condition        Report By
 QX0063  HISTORY     - 1960     MONUMENTED       CGS
 QX0063  HISTORY     - 1981     GOOD             LOCENG
 QX0063  HISTORY     - 1983     GOOD             NGS
 QX0063
 QX0063                          STATION DESCRIPTION
 QX0063
 QX0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0063'2.3 MI NE FROM EMIGRANT.
 QX0063'ABOUT 2.3 MILES NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0063'RAILWAY FROM THE POST OFFICE AT EMIGRANT, IN SECTION 14, T 5 S, R 8 E,
 QX0063'5 1/2 RAILS SOUTH OF A SWITCH STAND, 35 FEET EAST OF THE EAST RAIL, 57
 QX0063'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 86 FEET NORTHWEST OF
 QX0063'THE WEST END OF A LARGE CORRUGATED STEEL CULVERT UNDER THE GRAVELED
 QX0063'ROAD, 15 FEET NORTH OF A TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL
 QX0063'OF THE ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 QX0063'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 QX0063
 QX0063                          STATION RECOVERY (1981)
 QX0063
 QX0063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 QX0063'RECOVERED IN GOOD CONDITION.
 QX0063
 QX0063                          STATION RECOVERY (1983)
 QX0063
 QX0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0063'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  31.8 KM (19.75
 QX0063'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0063'HIGHWAY 90 IN LIVINGSTON, 20.4 METERS (66.9 FT) NORTHWEST OF THE
 QX0063'CENTERLINE OF THE HIGHWAY, AND 11.1 METERS (36.4 FT) SOUTHEAST OF THE
 QX0063'CENTER OF THE OLD RAILROAD BED.
 QX0063'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 QX0063'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0290 ***********************************************************************
 SP0290  DESIGNATION -  K 157
 SP0290  PID         -  SP0290
 SP0290  STATE/COUNTY-  MT/RICHLAND
 SP0290  USGS QUAD   -  CRANE (1966)
 SP0290
 SP0290                         *CURRENT SURVEY CONTROL
 SP0290  ___________________________________________________________________
 SP0290* NAD 83(1986)-  47 32 07.     (N)    104 17 10.     (W)     SCALED    
 SP0290* NAVD 88     -       590.050  (meters)    1935.86   (feet)  ADJUSTED  
 SP0290  ___________________________________________________________________
 SP0290  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 SP0290  DYNAMIC HT  -         590.102 (meters)    1936.03  (feet)  COMP
 SP0290  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 SP0290
 SP0290  VERT ORDER  -  FIRST     CLASS II
 SP0290
 SP0290.The horizontal coordinates were scaled from a topographic map and have
 SP0290.an estimated accuracy of +/- 6 seconds.
 SP0290
 SP0290.The orthometric height was determined by differential leveling
 SP0290.and adjusted by the National Geodetic Survey in June 1991..
 SP0290
 SP0290.The geoid height was determined by GEOID03.
 SP0290
 SP0290.The dynamic height is computed by dividing the NAVD 88
 SP0290.geopotential number by the normal gravity value computed on the
 SP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0290.degrees latitude (g = 980.6199 gals.).
 SP0290
 SP0290.The modeled gravity was interpolated from observed gravity values.
 SP0290
 SP0290;                    North         East    Units  Estimated Accuracy
 SP0290;SPC MT       -   378,110.      992,060.      MT  (+/- 180 meters Scaled)
 SP0290
 SP0290                          SUPERSEDED SURVEY CONTROL
 SP0290
 SP0290.No superseded survey control is available for this station.
 SP0290
 SP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN537648(NAD 83)
 SP0290_MARKER: DB = BENCH MARK DISK
 SP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0290_SP_SET: CONCRETE POST
 SP0290_STAMPING: K 157 1960
 SP0290_MARK LOGO: CGS   
 SP0290_PROJECTION: PROJECTING 10 CENTIMETERS
 SP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0290+STABILITY: SURFACE MOTION
 SP0290
 SP0290  HISTORY     - Date     Condition        Report By
 SP0290  HISTORY     - 1960     MONUMENTED       CGS
 SP0290  HISTORY     - 1981     GOOD             NGS
 SP0290
 SP0290                          STATION DESCRIPTION
 SP0290
 SP0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0290'10.1 KM (6.3 MI) NE FROM SAVAGE.
 SP0290'0.5 KM (0.3 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0290'SAVAGE, THENCE 10.1 KM (6.3 MI) NORTHEASTERLY ALONG THE BURLINGTON
 SP0290'NORTHERN RAILROAD, 21.0 METERS (69.0 FT) NORTHWEST OF MILEPOST 40,
 SP0290'13.7 METERS (45.0 FT) WEST OF THE NEAR RAIL AND 0.6 METER (2.0 FT)
 SP0290'EAST OF A FENCE.
 SP0290'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SP0290'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0391 ***********************************************************************
 TN0391  DESIGNATION -  K 16
 TN0391  PID         -  TN0391
 TN0391  STATE/COUNTY-  MT/SANDERS
 TN0391  USGS QUAD   -  SMEADS BENCH (1983)
 TN0391
 TN0391                         *CURRENT SURVEY CONTROL
 TN0391  ___________________________________________________________________
 TN0391* NAD 83(1986)-  48 06 56.     (N)    115 48 36.     (W)     SCALED    
 TN0391* NAVD 88     -       719.356  (meters)    2360.09   (feet)  ADJUSTED  
 TN0391  ___________________________________________________________________
 TN0391  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TN0391  DYNAMIC HT  -         719.372 (meters)    2360.14  (feet)  COMP
 TN0391  MODELED GRAV-     980,610.6   (mgal)                       NAVD 88
 TN0391
 TN0391  VERT ORDER  -  SECOND    CLASS 0
 TN0391
 TN0391.The horizontal coordinates were scaled from a topographic map and have
 TN0391.an estimated accuracy of +/- 6 seconds.
 TN0391
 TN0391.The orthometric height was determined by differential leveling
 TN0391.and adjusted by the National Geodetic Survey in June 1991..
 TN0391
 TN0391.The geoid height was determined by GEOID03.
 TN0391
 TN0391.The dynamic height is computed by dividing the NAVD 88
 TN0391.geopotential number by the normal gravity value computed on the
 TN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0391.degrees latitude (g = 980.6199 gals.).
 TN0391
 TN0391.The modeled gravity was interpolated from observed gravity values.
 TN0391
 TN0391;                    North         East    Units  Estimated Accuracy
 TN0391;SPC MT       -   448,450.      130,870.      MT  (+/- 180 meters Scaled)
 TN0391
 TN0391                          SUPERSEDED SURVEY CONTROL
 TN0391
 TN0391  NGVD 29 (??/??/92)  718.178  (m)         2356.22   (f) ADJ UNCH    2 0
 TN0391
 TN0391.Superseded values are not recommended for survey control.
 TN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0391.See file dsdata.txt to determine how the superseded data were derived.
 TN0391
 TN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP885298(NAD 83)
 TN0391_MARKER: DD = SURVEY DISK
 TN0391_SETTING: 66 = SET IN ROCK OUTCROP
 TN0391_SP_SET: ROCK OUTCROP
 TN0391_STAMPING: K 16 1929
 TN0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0391+STABILITY: POSITION/ELEVATION WELL
 TN0391
 TN0391  HISTORY     - Date     Condition        Report By
 TN0391  HISTORY     - 1929     MONUMENTED       USGS
 TN0391  HISTORY     - 1934     GOOD             NGS
 TN0391
 TN0391                          STATION DESCRIPTION
 TN0391
 TN0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0391'17.7 MI N FROM NOXON.
 TN0391'17.7 MILES NORTH ALONG THE BULL LAKE ROAD FROM NOXON, 0.8 MILE SOUTH
 TN0391'OF THE COTTON RANCH HOUSE, ON THE TOP OF A SMALL HILL, 30 FEET NORTH
 TN0391'OF THE ROAD, IN A LARGE ROCK OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE
 TN0391'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 16
 TN0391'1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0271 ***********************************************************************
 QX0271  DESIGNATION -  K 160
 QX0271  PID         -  QX0271
 QX0271  STATE/COUNTY-  MT/GALLATIN
 QX0271  USGS QUAD   -  BEACON POINT (1988)
 QX0271
 QX0271                         *CURRENT SURVEY CONTROL
 QX0271  ___________________________________________________________________
 QX0271* NAD 83(1986)-  45 27 59.     (N)    111 15 37.     (W)     SCALED    
 QX0271* NAVD 88     -      1610.252  (meters)    5282.97   (feet)  ADJUSTED  
 QX0271  ___________________________________________________________________
 QX0271  GEOID HEIGHT-          -9.77  (meters)                     GEOID03
 QX0271  DYNAMIC HT  -        1609.606 (meters)    5280.85  (feet)  COMP
 QX0271  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 QX0271
 QX0271  VERT ORDER  -  FIRST     CLASS II
 QX0271
 QX0271.The horizontal coordinates were scaled from a topographic map and have
 QX0271.an estimated accuracy of +/- 6 seconds.
 QX0271
 QX0271.The orthometric height was determined by differential leveling
 QX0271.and adjusted by the National Geodetic Survey in June 1991..
 QX0271
 QX0271.The geoid height was determined by GEOID03.
 QX0271
 QX0271.The dynamic height is computed by dividing the NAVD 88
 QX0271.geopotential number by the normal gravity value computed on the
 QX0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0271.degrees latitude (g = 980.6199 gals.).
 QX0271
 QX0271.The modeled gravity was interpolated from observed gravity values.
 QX0271
 QX0271;                    North         East    Units  Estimated Accuracy
 QX0271;SPC MT       -   136,740.      462,380.      MT  (+/- 180 meters Scaled)
 QX0271
 QX0271                          SUPERSEDED SURVEY CONTROL
 QX0271
 QX0271  NGVD 29 (??/??/92) 1608.953  (m)         5278.71   (f) ADJ UNCH    1 2
 QX0271
 QX0271.Superseded values are not recommended for survey control.
 QX0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0271.See file dsdata.txt to determine how the superseded data were derived.
 QX0271
 QX0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR796347(NAD 83)
 QX0271_MARKER: DB = BENCH MARK DISK
 QX0271_SETTING: 80 = SET IN A BOULDER
 QX0271_SP_SET: BOULDER
 QX0271_STAMPING: K 160 1960
 QX0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0271+STABILITY: SURFACE MOTION
 QX0271
 QX0271  HISTORY     - Date     Condition        Report By
 QX0271  HISTORY     - 1960     MONUMENTED       CGS
 QX0271  HISTORY     - 19850730 GOOD             USGS
 QX0271
 QX0271                          STATION DESCRIPTION
 QX0271
 QX0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0271'11.1 MI N FROM KARST RANCH.
 QX0271'ABOUT 11.1 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0271'STATION AT KARST RANCH, OR 6.35 MILES SOUTHWEST ALONG A PAVED ROAD
 QX0271'FROM THE POST OFFICE AT GALLATIN GATEWAY, THENCE 4.55 MILES SOUTHWEST
 QX0271'ALONG U. S. HIGHWAY 191, IN SECTION 29, T 4 S, R 4 E, 0.25 MILE
 QX0271'NORTHWEST OF A CAFE AND A GROUP OF CABINS, 80 FEET SOUTHWEST OF THE
 QX0271'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER WHICH IS IN
 QX0271'A FENCE LINE AND PROJECTS 1 FOOT, 26 FEET SOUTH OF A TELEPHONE POLE
 QX0271'WHICH IS BRACED WITH ONE WIRE, 1 1/2 FEET SOUTHWEST OF A FENCE, AND
 QX0271'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QX0271
 QX0271                          STATION RECOVERY (1985)
 QX0271
 QX0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DJW)
 QX0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0310 ***********************************************************************
 QX0310  DESIGNATION -  K 161
 QX0310  PID         -  QX0310
 QX0310  STATE/COUNTY-  MT/GALLATIN
 QX0310  USGS QUAD   -  SUNSHINE POINT (1986)
 QX0310
 QX0310                         *CURRENT SURVEY CONTROL
 QX0310  ___________________________________________________________________
 QX0310* NAD 83(1986)-  45 04 56.     (N)    111 12 34.     (W)     SCALED    
 QX0310* NAVD 88     -      1999.089  (meters)    6558.68   (feet)  ADJUSTED  
 QX0310  ___________________________________________________________________
 QX0310  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 QX0310  DYNAMIC HT  -        1998.060 (meters)    6555.30  (feet)  COMP
 QX0310  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 QX0310
 QX0310  VERT ORDER  -  FIRST     CLASS II
 QX0310
 QX0310.The horizontal coordinates were scaled from a topographic map and have
 QX0310.an estimated accuracy of +/- 6 seconds.
 QX0310
 QX0310.The orthometric height was determined by differential leveling
 QX0310.and adjusted by the National Geodetic Survey in June 1991..
 QX0310
 QX0310.The geoid height was determined by GEOID03.
 QX0310
 QX0310.The dynamic height is computed by dividing the NAVD 88
 QX0310.geopotential number by the normal gravity value computed on the
 QX0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0310.degrees latitude (g = 980.6199 gals.).
 QX0310
 QX0310.The modeled gravity was interpolated from observed gravity values.
 QX0310
 QX0310;                    North         East    Units  Estimated Accuracy
 QX0310;SPC MT       -    93,970.      465,430.      MT  (+/- 180 meters Scaled)
 QX0310
 QX0310                          SUPERSEDED SURVEY CONTROL
 QX0310
 QX0310  NGVD 29 (??/??/92) 1997.586  (m)         6553.75   (f) ADJ UNCH    1 2
 QX0310
 QX0310.Superseded values are not recommended for survey control.
 QX0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0310.See file dsdata.txt to determine how the superseded data were derived.
 QX0310
 QX0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ835921(NAD 83)
 QX0310_MARKER: DB = BENCH MARK DISK
 QX0310_SETTING: 80 = SET IN A BOULDER
 QX0310_SP_SET: BOULDER
 QX0310_STAMPING: K 161 1960
 QX0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0310+STABILITY: SURFACE MOTION
 QX0310
 QX0310  HISTORY     - Date     Condition        Report By
 QX0310  HISTORY     - 1960     MONUMENTED       CGS
 QX0310
 QX0310                          STATION DESCRIPTION
 QX0310
 QX0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0310'1.45 MI S FROM 320 RANCH.
 QX0310'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM THE ENTRANCE TO THE
 QX0310'320 RANCH, FORMERLY ELDRIDGE, IN SECTION 2, T 9 S, R 4 E, 114 FEET
 QX0310'WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A BOULDER WHICH
 QX0310'PROJECTS 2 FEET ABOVE THE GROUND, 20 FEET NORTH OF THE CENTER LINE OF
 QX0310'A ROAD LEADING TO A PARKING AREA, 13 FEET NORTH OF TELEPHONE POLE
 QX0310'NUMBER 4, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0109 ***********************************************************************
 QX0109  DESIGNATION -  K 162
 QX0109  PID         -  QX0109
 QX0109  STATE/COUNTY-  MT/PARK
 QX0109  USGS QUAD   -  GARDINER (1986)
 QX0109
 QX0109                         *CURRENT SURVEY CONTROL
 QX0109  ___________________________________________________________________
 QX0109* NAD 83(1986)-  45 02 37.     (N)    110 43 46.     (W)     SCALED    
 QX0109* NAVD 88     -      1620.855  (meters)    5317.76   (feet)  POSTED    
 QX0109  ___________________________________________________________________
 QX0109  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 QX0109  DYNAMIC HT  -        1620.070 (meters)    5315.18  (feet)  COMP
 QX0109  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 QX0109
 QX0109  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QX0109
 QX0109.The horizontal coordinates were scaled from a topographic map and have
 QX0109.an estimated accuracy of +/- 6 seconds.
 QX0109
 QX0109.The orthometric height was determined by differential leveling
 QX0109.and adjusted by the National Geodetic Survey in 1992..
 QX0109.No vertical observational check was made to the station.
 QX0109.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QX0109.was located on a no-check spur therefore a value was not computed.
 QX0109
 QX0109.The geoid height was determined by GEOID03.
 QX0109
 QX0109.The dynamic height is computed by dividing the NAVD 88
 QX0109.geopotential number by the normal gravity value computed on the
 QX0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0109.degrees latitude (g = 980.6199 gals.).
 QX0109
 QX0109.The modeled gravity was interpolated from observed gravity values.
 QX0109
 QX0109;                    North         East    Units  Estimated Accuracy
 QX0109;SPC MT       -    88,970.      503,140.      MT  (+/- 180 meters Scaled)
 QX0109
 QX0109                          SUPERSEDED SURVEY CONTROL
 QX0109
 QX0109  NGVD 29 (??/??/92) 1619.56   (m)         5313.5    (f) COMPUTED    1 2
 QX0109
 QX0109.Superseded values are not recommended for survey control.
 QX0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0109.See file dsdata.txt to determine how the superseded data were derived.
 QX0109
 QX0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ213878(NAD 83)
 QX0109_MARKER: DB = BENCH MARK DISK
 QX0109_SETTING: 80 = SET IN A BOULDER
 QX0109_SP_SET: BOULDER
 QX0109_STAMPING: K 162 1960
 QX0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0109+STABILITY: SURFACE MOTION
 QX0109
 QX0109  HISTORY     - Date     Condition        Report By
 QX0109  HISTORY     - 1960     MONUMENTED       CGS
 QX0109
 QX0109                          STATION DESCRIPTION
 QX0109
 QX0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0109'1.85 MI NW FROM GARDINER.
 QX0109'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE NORTHERN PACIFIC
 QX0109'RAILWAY STATION AT GARDINER, THENCE 1.6 MILES NORTHWEST ALONG U.S.
 QX0109'HIGHWAY 89, IN SECTION 22, T 9 S, R 8 E, 114 FEET NORTHEAST OF THE
 QX0109'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 3 BY 3 FOOT BOULDER WHICH
 QX0109'PROJECTS 1 FOOT ABOVE THE GROUND, NEAR THE SOUTHEAST END OF A
 QX0109'CLEARING, 66 FEET NORTHWEST OF THE FOOT OF A STEEP HILL WHICH IS
 QX0109'COVERED WITH ROCK, 68 FEET NORTH OF A POWER POLE, AND ABOUT 5 1/2 FEET
 QX0109'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0110 ***********************************************************************
 QX0110  DESIGNATION -  K 162 RESET
 QX0110  PID         -  QX0110
 QX0110  STATE/COUNTY-  MT/PARK
 QX0110  USGS QUAD   -  GARDINER (1986)
 QX0110
 QX0110                         *CURRENT SURVEY CONTROL
 QX0110  ___________________________________________________________________
 QX0110* NAD 83(1986)-  45 02 37.     (N)    110 43 46.     (W)     SCALED    
 QX0110* NAVD 88     -      1618.98   (+/-2cm)    5311.6    (feet)  VERTCON   
 QX0110  ___________________________________________________________________
 QX0110  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 QX0110
 QX0110  VERT ORDER  -  THIRD (See Below)
 QX0110
 QX0110.The horizontal coordinates were scaled from a topographic map and have
 QX0110.an estimated accuracy of +/- 6 seconds.
 QX0110
 QX0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0110.The vertical order pertains to the NGVD 29 superseded value.
 QX0110
 QX0110.The geoid height was determined by GEOID03.
 QX0110
 QX0110;                    North         East    Units  Estimated Accuracy
 QX0110;SPC MT       -    88,970.      503,140.      MT  (+/- 180 meters Scaled)
 QX0110
 QX0110                          SUPERSEDED SURVEY CONTROL
 QX0110
 QX0110  NGVD 29 (??/??/??) 1617.79   (m)         5307.7    (f) RESET       3  
 QX0110
 QX0110.Superseded values are not recommended for survey control.
 QX0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0110.See file dsdata.txt to determine how the superseded data were derived.
 QX0110
 QX0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ213878(NAD 83)
 QX0110_MARKER: DB = BENCH MARK DISK
 QX0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0110_STAMPING: K 162 RESET 1964
 QX0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0110+STABILITY: SURFACE MOTION
 QX0110
 QX0110  HISTORY     - Date     Condition        Report By
 QX0110  HISTORY     - 1964     MONUMENTED       LOCENG
 QX0110  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0110
 QX0110                          STATION DESCRIPTION
 QX0110
 QX0110'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 QX0110'1.85 MI NW FROM GARDINER.
 QX0110'ABOUT 0.25 MILES EAST ALONG MAIN STREET FROM THE NORTHERN PACIFIC
 QX0110'RAILWAY STATION AT GARDINER, THENCE 1.6 MILES NORTHWEST ALONG U.S.
 QX0110'HIGHWAY 89, IN SECTION 22, T 9 S, R 8 E, 52.3 FEET SOUTH OF THE
 QX0110'CENTERLINE OF THE HIGHWAY IN A CONCRETE CYLINDER, FLUSH WITH THE
 QX0110'GROUND, 4.7 FEET SOUTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER NO.
 QX0110'320, 148.2 FEET SOUTH OF A POWER POLE.
 QX0110
 QX0110                          STATION RECOVERY (1983)
 QX0110
 QX0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0205 ***********************************************************************
 SP0205  DESIGNATION -  K 163 RESET
 SP0205  PID         -  SP0205
 SP0205  STATE/COUNTY-  MT/MCCONE
 SP0205  USGS QUAD   -  WOODWORTH HILL (1983)
 SP0205
 SP0205                         *CURRENT SURVEY CONTROL
 SP0205  ___________________________________________________________________
 SP0205* NAD 83(1986)-  47 24 13.     (N)    105 29 49.     (W)     SCALED    
 SP0205* NAVD 88     -       777.00   (meters)    2549.2    (feet)  RESET     
 SP0205  ___________________________________________________________________
 SP0205  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 SP0205
 SP0205  VERT ORDER  -  THIRD
 SP0205
 SP0205.The horizontal coordinates were scaled from a topographic map and have
 SP0205.an estimated accuracy of +/- 6 seconds.
 SP0205
 SP0205.The orthometric height was computed from unverified reset data.
 SP0205
 SP0205.The geoid height was determined by GEOID03.
 SP0205
 SP0205;                    North         East    Units  Estimated Accuracy
 SP0205;SPC MT       -   358,140.      901,850.      MT  (+/- 180 meters Scaled)
 SP0205
 SP0205                          SUPERSEDED SURVEY CONTROL
 SP0205
 SP0205.No superseded survey control is available for this station.
 SP0205
 SP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN625501(NAD 83)
 SP0205_MARKER: DB = BENCH MARK DISK
 SP0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0205_STAMPING: K 163 RESET 1965
 SP0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0205+STABILITY: SURFACE MOTION
 SP0205
 SP0205  HISTORY     - Date     Condition        Report By
 SP0205  HISTORY     - 1965     MONUMENTED       MTDH
 SP0205
 SP0205                          STATION DESCRIPTION
 SP0205
 SP0205'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1965
 SP0205'4.1 MI SE FROM CIRCLE.
 SP0205'ABOUT 4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 20 (FORMERLY 18) FROM
 SP0205'CIRCLE, ABOUT 0.2 MILES EAST OF A CONCRETE BRIDGE, ABOUT 102 FEET
 SP0205'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE
 SP0205'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0147 ***********************************************************************
 SP0147  DESIGNATION -  K 164 RESET
 SP0147  PID         -  SP0147
 SP0147  STATE/COUNTY-  MT/DAWSON
 SP0147  USGS QUAD   -  WOODROW (1983)
 SP0147
 SP0147                         *CURRENT SURVEY CONTROL
 SP0147  ___________________________________________________________________
 SP0147* NAD 83(1986)-  47 12 27.     (N)    105 07 00.     (W)     SCALED    
 SP0147* NAVD 88     -       802.82   (meters)    2633.9    (feet)  RESET     
 SP0147  ___________________________________________________________________
 SP0147  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SP0147
 SP0147  VERT ORDER  -  THIRD
 SP0147
 SP0147.The horizontal coordinates were scaled from a topographic map and have
 SP0147.an estimated accuracy of +/- 6 seconds.
 SP0147
 SP0147.The orthometric height was computed from unverified reset data.
 SP0147
 SP0147.The geoid height was determined by GEOID03.
 SP0147
 SP0147;                    North         East    Units  Estimated Accuracy
 SP0147;SPC MT       -   337,920.      931,710.      MT  (+/- 180 meters Scaled)
 SP0147
 SP0147                          SUPERSEDED SURVEY CONTROL
 SP0147
 SP0147.No superseded survey control is available for this station.
 SP0147
 SP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN911282(NAD 83)
 SP0147_MARKER: DB = BENCH MARK DISK
 SP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0147_STAMPING: K 164 RESET 1965
 SP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0147+STABILITY: SURFACE MOTION
 SP0147
 SP0147  HISTORY     - Date     Condition        Report By
 SP0147  HISTORY     - 1965     MONUMENTED       MTDH
 SP0147  HISTORY     - 1966     GOOD             MTDH
 SP0147
 SP0147                          STATION DESCRIPTION
 SP0147
 SP0147'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1966
 SP0147'1.8 MI SE FROM LINDSAY.
 SP0147'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 20-SOUTH (FORMERLY 18)
 SP0147'FROM THE NORTHERN PACIFIC RAILWAY STATION AT LINDSAY, AT A FILL, ABOUT
 SP0147'47 FEET NORTH OF THE CENTERLINE OF THE RAILWAY TRACKS, AND 83 FEET
 SP0147'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE
 SP0147'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0744 ***********************************************************************
 SS0744  DESIGNATION -  K 165
 SS0744  PID         -  SS0744
 SS0744  STATE/COUNTY-  MT/CASCADE
 SS0744  USGS QUAD   -  FIFE (1994)
 SS0744
 SS0744                         *CURRENT SURVEY CONTROL
 SS0744  ___________________________________________________________________
 SS0744* NAD 83(1986)-  47 28 35.     (N)    111 06 01.     (W)     SCALED    
 SS0744* NAVD 88     -      1063.525  (meters)    3489.25   (feet)  ADJUSTED  
 SS0744  ___________________________________________________________________
 SS0744  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 SS0744  DYNAMIC HT  -        1063.461 (meters)    3489.04  (feet)  COMP
 SS0744  MODELED GRAV-     980,515.2   (mgal)                       NAVD 88
 SS0744
 SS0744  VERT ORDER  -  FIRST     CLASS II
 SS0744
 SS0744.The horizontal coordinates were scaled from a topographic map and have
 SS0744.an estimated accuracy of +/- 6 seconds.
 SS0744
 SS0744.The orthometric height was determined by differential leveling
 SS0744.and adjusted by the National Geodetic Survey in June 1991..
 SS0744
 SS0744.The geoid height was determined by GEOID03.
 SS0744
 SS0744.The dynamic height is computed by dividing the NAVD 88
 SS0744.geopotential number by the normal gravity value computed on the
 SS0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0744.degrees latitude (g = 980.6199 gals.).
 SS0744
 SS0744.The modeled gravity was interpolated from observed gravity values.
 SS0744
 SS0744;                    North         East    Units  Estimated Accuracy
 SS0744;SPC MT       -   359,740.      479,450.      MT  (+/- 180 meters Scaled)
 SS0744
 SS0744                          SUPERSEDED SURVEY CONTROL
 SS0744
 SS0744  NGVD 29 (??/??/92) 1062.634  (m)         3486.32   (f) ADJ UNCH    1 2
 SS0744
 SS0744.Superseded values are not recommended for survey control.
 SS0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0744.See file dsdata.txt to determine how the superseded data were derived.
 SS0744
 SS0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT924581(NAD 83)
 SS0744_MARKER: DB = BENCH MARK DISK
 SS0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0744_STAMPING: K 165 1961
 SS0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0744+STABILITY: SURFACE MOTION
 SS0744
 SS0744  HISTORY     - Date     Condition        Report By
 SS0744  HISTORY     - 1961     MONUMENTED       CGS
 SS0744
 SS0744                          STATION DESCRIPTION
 SS0744
 SS0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0744'4.0 MI NE FROM GERBER.
 SS0744'ABOUT 4.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0744'STATION SIGN AT GERBER, OR 4.55 MILES NORTHWEST ALONG THE GREAT
 SS0744'NORTHERN RAILWAY FROM THE STATION AT FIFE, IN SECTION 21, T 20 N, R 5
 SS0744'E, 10 1/2 RAILS WEST OF A PRIVATE ROAD CROSSING, 41 FEET NORTHEAST OF
 SS0744'THE 4TH POLE EAST OF MILEPOST 209, 36 FEET SOUTH OF THE SOUTH RAIL, 15
 SS0744'FEET EAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING, 1.3 FEET SOUTH
 SS0744'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 SS0744'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0377 ***********************************************************************
 SS0377  DESIGNATION -  K 166
 SS0377  PID         -  SS0377
 SS0377  STATE/COUNTY-  MT/JUDITH BASIN
 SS0377  USGS QUAD   -  BYRNE CREEK (1995)
 SS0377
 SS0377                         *CURRENT SURVEY CONTROL
 SS0377  ___________________________________________________________________
 SS0377* NAD 83(1986)-  47 17 06.     (N)    110 37 01.     (W)     SCALED    
 SS0377* NAVD 88     -      1317.790  (meters)    4323.45   (feet)  ADJUSTED  
 SS0377  ___________________________________________________________________
 SS0377  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 SS0377  DYNAMIC HT  -        1317.606 (meters)    4322.85  (feet)  COMP
 SS0377  MODELED GRAV-     980,427.2   (mgal)                       NAVD 88
 SS0377
 SS0377  VERT ORDER  -  FIRST     CLASS II
 SS0377
 SS0377.The horizontal coordinates were scaled from a topographic map and have
 SS0377.an estimated accuracy of +/- 6 seconds.
 SS0377
 SS0377.The orthometric height was determined by differential leveling
 SS0377.and adjusted by the National Geodetic Survey in June 1991..
 SS0377.WARNING-Repeat measurements at this control monument indicate possible
 SS0377.vertical movement.
 SS0377
 SS0377.The geoid height was determined by GEOID03.
 SS0377
 SS0377.The dynamic height is computed by dividing the NAVD 88
 SS0377.geopotential number by the normal gravity value computed on the
 SS0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0377.degrees latitude (g = 980.6199 gals.).
 SS0377
 SS0377.The modeled gravity was interpolated from observed gravity values.
 SS0377
 SS0377;                    North         East    Units  Estimated Accuracy
 SS0377;SPC MT       -   337,850.      515,560.      MT  (+/- 180 meters Scaled)
 SS0377
 SS0377                          SUPERSEDED SURVEY CONTROL
 SS0377
 SS0377  NGVD 29 (??/??/92) 1316.818  (m)         4320.26   (f) ADJ UNCH    1 2
 SS0377
 SS0377.Superseded values are not recommended for survey control.
 SS0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0377.See file dsdata.txt to determine how the superseded data were derived.
 SS0377
 SS0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT289369(NAD 83)
 SS0377_MARKER: DB = BENCH MARK DISK
 SS0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS0377_SP_SET: ROD
 SS0377_STAMPING: K 166 1961
 SS0377_PROJECTION: FLUSH
 SS0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0377_ROD/PIPE-DEPTH: 4.1  meters
 SS0377
 SS0377  HISTORY     - Date     Condition        Report By
 SS0377  HISTORY     - 1961     MONUMENTED       CGS
 SS0377  HISTORY     - 1980     GOOD             NGS
 SS0377
 SS0377                          STATION DESCRIPTION
 SS0377
 SS0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0377'6.1 MI E FROM RAYNESFORD.
 SS0377'ABOUT 6.1 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0377'AT RAYNESFORD, OR 6.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM
 SS0377'THE STATION AT GEYSER, IN SECTION 32, T 18 N, R 9 E, 8 RAILS WEST OF A
 SS0377'ROAD CROSSING, 65 1/2 FEET SOUTH OF MILEPOST 177, 77 FEET SOUTH OF THE
 SS0377'SOUTH RAIL, 5 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 SS0377'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, A DISK
 SS0377'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS ENCASED IN A 6-INCH
 SS0377'TILE THAT PROJECTS 3 INCHES.
 SS0377
 SS0377                          STATION RECOVERY (1980)
 SS0377
 SS0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0377'9.8 KM (6.1 MI) NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SS0377'GRAIN ELEVATOR IN RAYNESFORD, AT A CROSS ROAD, 122.5 METERS
 SS0377'(402 FT) EAST OF THE ROAD CENTER, 23.5 METERS (77 FT) SOUTH OF
 SS0377'THE SOUTH RAIL, 20 METERS (65.5 FT) SOUTH OF MILE POST 177, 1.7 METERS
 SS0377'(5.5 FT) SOUTH OF A UTILITY POLE AND 0.8 METER (2.5 FT) SOUTH OF A
 SS0377'FENCE.
 SS0377'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 SS0377'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0093 ***********************************************************************
 SS0093  DESIGNATION -  K 167
 SS0093  PID         -  SS0093
 SS0093  STATE/COUNTY-  MT/JUDITH BASIN
 SS0093  USGS QUAD   -  WINDHAM (1979)
 SS0093
 SS0093                         *CURRENT SURVEY CONTROL
 SS0093  ___________________________________________________________________
 SS0093* NAD 83(1986)-  47 06 04.     (N)    110 08 59.     (W)     SCALED    
 SS0093* NAVD 88     -      1319.628  (meters)    4329.48   (feet)  ADJUSTED  
 SS0093  ___________________________________________________________________
 SS0093  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 SS0093  DYNAMIC HT  -        1319.436 (meters)    4328.85  (feet)  COMP
 SS0093  MODELED GRAV-     980,421.2   (mgal)                       NAVD 88
 SS0093
 SS0093  VERT ORDER  -  FIRST     CLASS II
 SS0093
 SS0093.The horizontal coordinates were scaled from a topographic map and have
 SS0093.an estimated accuracy of +/- 6 seconds.
 SS0093
 SS0093.The orthometric height was determined by differential leveling
 SS0093.and adjusted by the National Geodetic Survey in June 1991..
 SS0093
 SS0093.The geoid height was determined by GEOID03.
 SS0093
 SS0093.The dynamic height is computed by dividing the NAVD 88
 SS0093.geopotential number by the normal gravity value computed on the
 SS0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0093.degrees latitude (g = 980.6199 gals.).
 SS0093
 SS0093.The modeled gravity was interpolated from observed gravity values.
 SS0093
 SS0093;                    North         East    Units  Estimated Accuracy
 SS0093;SPC MT       -   317,020.      550,710.      MT  (+/- 180 meters Scaled)
 SS0093
 SS0093                          SUPERSEDED SURVEY CONTROL
 SS0093
 SS0093  NGVD 29 (??/??/92) 1318.700  (m)         4326.43   (f) ADJ UNCH    1 2
 SS0093
 SS0093.Superseded values are not recommended for survey control.
 SS0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0093.See file dsdata.txt to determine how the superseded data were derived.
 SS0093
 SS0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT645167(NAD 83)
 SS0093_MARKER: DB = BENCH MARK DISK
 SS0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0093_STAMPING: K 167 1961
 SS0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0093+STABILITY: SURFACE MOTION
 SS0093
 SS0093  HISTORY     - Date     Condition        Report By
 SS0093  HISTORY     - 1961     MONUMENTED       CGS
 SS0093
 SS0093                          STATION DESCRIPTION
 SS0093
 SS0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0093'2.0 MI NW FROM WINDHAM.
 SS0093'ABOUT 2.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0093'STATION AT WINDHAM, IN SECTION 36, T 16 N, R 12 E, 0.45 MILE SOUTHEAST
 SS0093'OF THE SOUTHEAST END OF TUNNEL NUMBER Q 3, 14 POLES SOUTHEAST OF
 SS0093'MILEPOST 149, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 93 FEET
 SS0093'NORTHWEST OF A POWER POLE, 2 1/2 FEET SOUTHWEST OF A FENCE, 1.4 FEET
 SS0093'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 SS0093'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0405 ***********************************************************************
 SR0405  DESIGNATION -  K 168
 SR0405  PID         -  SR0405
 SR0405  STATE/COUNTY-  MT/FERGUS
 SR0405  USGS QUAD   -  CHRISTINA (1985)
 SR0405
 SR0405                         *CURRENT SURVEY CONTROL
 SR0405  ___________________________________________________________________
 SR0405* NAD 83(1986)-  47 22 30.     (N)    109 19 15.     (W)     SCALED    
 SR0405* NAVD 88     -      1095.343  (meters)    3593.64   (feet)  ADJUSTED  
 SR0405  ___________________________________________________________________
 SR0405  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 SR0405  DYNAMIC HT  -        1095.270 (meters)    3593.40  (feet)  COMP
 SR0405  MODELED GRAV-     980,508.0   (mgal)                       NAVD 88
 SR0405
 SR0405  VERT ORDER  -  FIRST     CLASS II
 SR0405
 SR0405.The horizontal coordinates were scaled from a topographic map and have
 SR0405.an estimated accuracy of +/- 6 seconds.
 SR0405
 SR0405.The orthometric height was determined by differential leveling
 SR0405.and adjusted by the National Geodetic Survey in June 1991..
 SR0405
 SR0405.The geoid height was determined by GEOID03.
 SR0405
 SR0405.The dynamic height is computed by dividing the NAVD 88
 SR0405.geopotential number by the normal gravity value computed on the
 SR0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0405.degrees latitude (g = 980.6199 gals.).
 SR0405
 SR0405.The modeled gravity was interpolated from observed gravity values.
 SR0405
 SR0405;                    North         East    Units  Estimated Accuracy
 SR0405;SPC MT       -   347,260.      613,520.      MT  (+/- 180 meters Scaled)
 SR0405
 SR0405                          SUPERSEDED SURVEY CONTROL
 SR0405
 SR0405  NGVD 29 (??/??/92) 1094.510  (m)         3590.90   (f) ADJ UNCH    1 2
 SR0405
 SR0405.Superseded values are not recommended for survey control.
 SR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0405.See file dsdata.txt to determine how the superseded data were derived.
 SR0405
 SR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT267482(NAD 83)
 SR0405_MARKER: DB = BENCH MARK DISK
 SR0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0405_STAMPING: K 168 1961
 SR0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0405+STABILITY: SURFACE MOTION
 SR0405
 SR0405  HISTORY     - Date     Condition        Report By
 SR0405  HISTORY     - 1961     MONUMENTED       CGS
 SR0405
 SR0405                          STATION DESCRIPTION
 SR0405
 SR0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0405'0.55 MI S FROM CHRISTINA.
 SR0405'ABOUT 0.55 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0405'PACIFIC RAILROAD FROM A GRAIN ELEVATOR AT CHRISTINA, OR 2.7 MILES
 SR0405'NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SR0405'FROM A GRAIN ELEVATOR AT MOULTON, IN SECTION 32, T 19 N, R 19 E, 0.35
 SR0405'MILE SOUTHEAST OF A TRESTLE OVER DOG CREEK, 13 RAILS SOUTHEAST OF AND
 SR0405'ACROSS THE TRACK FROM MILEPOST 8, 45 FEET NORTHEAST OF THE NORTHEAST
 SR0405'RAIL, 66 FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 48 FEET
 SR0405'SOUTHEAST OF THE CENTER OF A GATE, 2 FEET SOUTHWEST OF A FENCE, 1.5
 SR0405'FEET EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 SR0405'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0579 ***********************************************************************
 SR0579  DESIGNATION -  K 169
 SR0579  PID         -  SR0579
 SR0579  STATE/COUNTY-  MT/FERGUS
 SR0579  USGS QUAD   -  ROSS FORK (1970)
 SR0579
 SR0579                         *CURRENT SURVEY CONTROL
 SR0579  ___________________________________________________________________
 SR0579* NAD 83(1986)-  47 04 55.     (N)    109 40 34.     (W)     SCALED    
 SR0579* NAVD 88     -      1152.973  (meters)    3782.71   (feet)  ADJUSTED  
 SR0579  ___________________________________________________________________
 SR0579  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 SR0579  DYNAMIC HT  -        1152.834 (meters)    3782.26  (feet)  COMP
 SR0579  MODELED GRAV-     980,452.6   (mgal)                       NAVD 88
 SR0579
 SR0579  VERT ORDER  -  FIRST     CLASS II
 SR0579
 SR0579.The horizontal coordinates were scaled from a topographic map and have
 SR0579.an estimated accuracy of +/- 6 seconds.
 SR0579
 SR0579.The orthometric height was determined by differential leveling
 SR0579.and adjusted by the National Geodetic Survey in June 1991..
 SR0579
 SR0579.The geoid height was determined by GEOID03.
 SR0579
 SR0579.The dynamic height is computed by dividing the NAVD 88
 SR0579.geopotential number by the normal gravity value computed on the
 SR0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0579.degrees latitude (g = 980.6199 gals.).
 SR0579
 SR0579.The modeled gravity was interpolated from observed gravity values.
 SR0579
 SR0579;                    North         East    Units  Estimated Accuracy
 SR0579;SPC MT       -   314,700.      586,630.      MT  (+/- 180 meters Scaled)
 SR0579
 SR0579                          SUPERSEDED SURVEY CONTROL
 SR0579
 SR0579  NGVD 29 (??/??/92) 1152.085  (m)         3779.80   (f) ADJ UNCH    1 2
 SR0579
 SR0579.Superseded values are not recommended for survey control.
 SR0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0579.See file dsdata.txt to determine how the superseded data were derived.
 SR0579
 SR0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT004151(NAD 83)
 SR0579_MARKER: DB = BENCH MARK DISK
 SR0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0579_STAMPING: K 169 1961
 SR0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0579+STABILITY: SURFACE MOTION
 SR0579
 SR0579  HISTORY     - Date     Condition        Report By
 SR0579  HISTORY     - 1961     MONUMENTED       CGS
 SR0579
 SR0579                          STATION DESCRIPTION
 SR0579
 SR0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0579'1.0 MI NE FROM ROSSFORK.
 SR0579'ABOUT 1.0 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0579'STATION AT ROSSFORK, IN SECTION 10, T 15 N, R 16 E, 4 RAILS SOUTHWEST
 SR0579'OF A PRIVATE ROAD CROSSING, 4 FEET SOUTHEAST OF MILEPOST 15, 39 FEET
 SR0579'NORTHWEST OF THE NORTHWEST RAIL, 69 FEET SOUTHEAST OF THE CENTER LINE
 SR0579'OF A ROAD WHICH PARALLELS THE TRACK, 0.7 FEET NORTHWEST OF A METAL
 SR0579'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 SR0579'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0393 ***********************************************************************
 TN0393  DESIGNATION -  K 17
 TN0393  PID         -  TN0393
 TN0393  STATE/COUNTY-  MT/SANDERS
 TN0393  USGS QUAD   -  SMEADS BENCH (1983)
 TN0393
 TN0393                         *CURRENT SURVEY CONTROL
 TN0393  ___________________________________________________________________
 TN0393* NAD 83(1986)-  48 05 15.     (N)    115 46 59.     (W)     SCALED    
 TN0393* NAVD 88     -       732.563  (meters)    2403.42   (feet)  ADJUSTED  
 TN0393  ___________________________________________________________________
 TN0393  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0393  DYNAMIC HT  -         732.578 (meters)    2403.47  (feet)  COMP
 TN0393  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 TN0393
 TN0393  VERT ORDER  -  SECOND    CLASS 0
 TN0393
 TN0393.The horizontal coordinates were scaled from a topographic map and have
 TN0393.an estimated accuracy of +/- 6 seconds.
 TN0393
 TN0393.The orthometric height was determined by differential leveling
 TN0393.and adjusted by the National Geodetic Survey in June 1991..
 TN0393
 TN0393.The geoid height was determined by GEOID03.
 TN0393
 TN0393.The dynamic height is computed by dividing the NAVD 88
 TN0393.geopotential number by the normal gravity value computed on the
 TN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0393.degrees latitude (g = 980.6199 gals.).
 TN0393
 TN0393.The modeled gravity was interpolated from observed gravity values.
 TN0393
 TN0393;                    North         East    Units  Estimated Accuracy
 TN0393;SPC MT       -   445,180.      132,620.      MT  (+/- 180 meters Scaled)
 TN0393
 TN0393                          SUPERSEDED SURVEY CONTROL
 TN0393
 TN0393  NGVD 29 (??/??/92)  731.387  (m)         2399.56   (f) ADJ UNCH    2 0
 TN0393
 TN0393.Superseded values are not recommended for survey control.
 TN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0393.See file dsdata.txt to determine how the superseded data were derived.
 TN0393
 TN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP906267(NAD 83)
 TN0393_MARKER: DD = SURVEY DISK
 TN0393_SETTING: 80 = SET IN A BOULDER
 TN0393_SP_SET: BOULDER
 TN0393_STAMPING: K 17 1929
 TN0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0393+STABILITY: SURFACE MOTION
 TN0393
 TN0393  HISTORY     - Date     Condition        Report By
 TN0393  HISTORY     - 1929     MONUMENTED       USGS
 TN0393  HISTORY     - 1934     GOOD             NGS
 TN0393
 TN0393                          STATION DESCRIPTION
 TN0393
 TN0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0393'14.4 MI N FROM NOXON.
 TN0393'14.4 MILES NORTH ALONG THE BULL LAKE ROAD FROM NOXON, AT THE BASE OF A
 TN0393'ROCKY SLOPE, 15 FEET EAST OF THE ROAD, OPPOSITE A LARGE CEDAR STUMP,
 TN0393'IN THE TOP OF A BOULDER, AND ABOUT 1 FOOT LOWER THAN THE ROAD. A
 TN0393'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 17 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0183 ***********************************************************************
 RV0183  DESIGNATION -  K 170
 RV0183  PID         -  RV0183
 RV0183  STATE/COUNTY-  MT/FERGUS
 RV0183  USGS QUAD   -  LOCO RIDGE (1970)
 RV0183
 RV0183                         *CURRENT SURVEY CONTROL
 RV0183  ___________________________________________________________________
 RV0183* NAD 83(1986)-  46 59 43.     (N)    109 10 49.     (W)     SCALED    
 RV0183* NAVD 88     -      1323.889  (meters)    4343.46   (feet)  ADJUSTED  
 RV0183  ___________________________________________________________________
 RV0183  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 RV0183  DYNAMIC HT  -        1323.706 (meters)    4342.86  (feet)  COMP
 RV0183  MODELED GRAV-     980,428.7   (mgal)                       NAVD 88
 RV0183
 RV0183  VERT ORDER  -  SECOND    CLASS 0
 RV0183
 RV0183.The horizontal coordinates were scaled from a topographic map and have
 RV0183.an estimated accuracy of +/- 6 seconds.
 RV0183
 RV0183.The orthometric height was determined by differential leveling
 RV0183.and adjusted by the National Geodetic Survey in June 1991..
 RV0183
 RV0183.The geoid height was determined by GEOID03.
 RV0183
 RV0183.The dynamic height is computed by dividing the NAVD 88
 RV0183.geopotential number by the normal gravity value computed on the
 RV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0183.degrees latitude (g = 980.6199 gals.).
 RV0183
 RV0183.The modeled gravity was interpolated from observed gravity values.
 RV0183
 RV0183;                    North         East    Units  Estimated Accuracy
 RV0183;SPC MT       -   305,100.      624,300.      MT  (+/- 180 meters Scaled)
 RV0183
 RV0183                          SUPERSEDED SURVEY CONTROL
 RV0183
 RV0183  NGVD 29 (??/??/92) 1323.010  (m)         4340.58   (f) ADJ UNCH    2 0
 RV0183
 RV0183.Superseded values are not recommended for survey control.
 RV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0183.See file dsdata.txt to determine how the superseded data were derived.
 RV0183
 RV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT383062(NAD 83)
 RV0183_MARKER: DB = BENCH MARK DISK
 RV0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0183_STAMPING: K 170 1961
 RV0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0183+STABILITY: SURFACE MOTION
 RV0183
 RV0183  HISTORY     - Date     Condition        Report By
 RV0183  HISTORY     - 1961     MONUMENTED       CGS
 RV0183
 RV0183                          STATION DESCRIPTION
 RV0183
 RV0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0183'1.05 MI E FROM PIPER.
 RV0183'ABOUT 1.05 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0183'PACIFIC RAILROAD FROM THE STATION SIGN AT PIPER, OR 5.15 MILES WEST
 RV0183'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 RV0183'STATION SIGN AT FOREST GROVE, IN SECTION 3, T 14 N, R 20 E, 104 YARDS
 RV0183'NORTH OF THE NORTH CORNER OF A RAILROAD TRESTLE WHICH PASSES OVER A
 RV0183'DIRT ROAD, 192 FEET NORTHWEST OF THE NORTHWEST RAIL, 74 FEET NORTHWEST
 RV0183'OF THE CENTER LINE OF A DIRT ROAD, 20 FEET NORTHWEST OF THE CENTER
 RV0183'LINE OF A DIRT ROAD LEADING NORTH-NORTHEAST, 28 FEET SOUTHWEST OF A
 RV0183'CORNER FENCE POST, 2 FEET SOUTHEAST OF A FENCE, 1.8 FEET WEST OF A
 RV0183'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 3
 RV0183'1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RV0183'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0433 ***********************************************************************
 SR0433  DESIGNATION -  K 171
 SR0433  PID         -  SR0433
 SR0433  STATE/COUNTY-  MT/FERGUS
 SR0433  USGS QUAD   -  HILGER (1985)
 SR0433
 SR0433                         *CURRENT SURVEY CONTROL
 SR0433  ___________________________________________________________________
 SR0433* NAD 83(1986)-  47 18 50.     (N)    109 17 09.     (W)     SCALED    
 SR0433* NAVD 88     -      1161.570  (meters)    3810.92   (feet)  ADJUSTED  
 SR0433  ___________________________________________________________________
 SR0433  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 SR0433  DYNAMIC HT  -        1161.473 (meters)    3810.60  (feet)  COMP
 SR0433  MODELED GRAV-     980,488.6   (mgal)                       NAVD 88
 SR0433
 SR0433  VERT ORDER  -  SECOND    CLASS 0
 SR0433
 SR0433.The horizontal coordinates were scaled from a topographic map and have
 SR0433.an estimated accuracy of +/- 6 seconds.
 SR0433
 SR0433.The orthometric height was determined by differential leveling
 SR0433.and adjusted by the National Geodetic Survey in June 1991..
 SR0433
 SR0433.The geoid height was determined by GEOID03.
 SR0433
 SR0433.The dynamic height is computed by dividing the NAVD 88
 SR0433.geopotential number by the normal gravity value computed on the
 SR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0433.degrees latitude (g = 980.6199 gals.).
 SR0433
 SR0433.The modeled gravity was interpolated from observed gravity values.
 SR0433
 SR0433;                    North         East    Units  Estimated Accuracy
 SR0433;SPC MT       -   340,480.      616,180.      MT  (+/- 180 meters Scaled)
 SR0433
 SR0433                          SUPERSEDED SURVEY CONTROL
 SR0433
 SR0433  NGVD 29 (??/??/92) 1160.712  (m)         3808.10   (f) ADJ UNCH    2 0
 SR0433
 SR0433.Superseded values are not recommended for survey control.
 SR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0433.See file dsdata.txt to determine how the superseded data were derived.
 SR0433
 SR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT295414(NAD 83)
 SR0433_MARKER: DB = BENCH MARK DISK
 SR0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0433_STAMPING: K 171 1961
 SR0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0433+STABILITY: SURFACE MOTION
 SR0433
 SR0433  HISTORY     - Date     Condition        Report By
 SR0433  HISTORY     - 1961     MONUMENTED       CGS
 SR0433  HISTORY     - 1979     GOOD             USGS
 SR0433
 SR0433                          STATION DESCRIPTION
 SR0433
 SR0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0433'1.3 MI NE FROM ROY JUNCTION.
 SR0433'ABOUT 1.3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0433'PACIFIC RAILROAD FROM THE STATION SIGN AT ROY JUNCTION, IN SECTION 22,
 SR0433'T 18 N, R 19 E, 17 1/2 RAILS SOUTH OF MILEPOST 23, 13 RAILS SOUTH OF
 SR0433'THE SOUTH END OF A BANK ON THE WEST SIDE OF THE TRACK, 4 RAILS SOUTH
 SR0433'OF A DRAW, 42 1/2 FEET WEST OF THE WEST RAIL, 3 1/2 FEET EAST OF A
 SR0433'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE
 SR0433'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 SR0433'INCHES.
 SR0433
 SR0433                          STATION RECOVERY (1979)
 SR0433
 SR0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0433'ABOUT 1.3 MILES NORTHEAST ALONG THE OLD CHICAGO MILWAUKEE, ST. PAUL
 SR0433'AND PACIFIC RAILROAD GRADE FROM ROY JUNCTION, IN SECTION 22, T 18N, R
 SR0433'19E, 78 FEET NORTH ALONG THE OLD RAILROAD GRADE FROM A TRACK ROAD
 SR0433'EAST, 43 FEET WEST OF THE CENTERLINE OF THE GRADE, 1.5 FEET SOUTH OF
 SR0433'A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE GRADE, AND
 SR0433'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0132 ***********************************************************************
 SR0132  DESIGNATION -  K 172
 SR0132  PID         -  SR0132
 SR0132  STATE/COUNTY-  MT/FERGUS
 SR0132  USGS QUAD   -  GRASS RANGE NE (1986)
 SR0132
 SR0132                         *CURRENT SURVEY CONTROL
 SR0132  ___________________________________________________________________
 SR0132* NAD 83(1986)-  47 14 55.     (N)    108 49 33.     (W)     SCALED    
 SR0132* NAVD 88     -      1036.303  (meters)    3399.94   (feet)  ADJUSTED  
 SR0132  ___________________________________________________________________
 SR0132  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 SR0132  DYNAMIC HT  -        1036.256 (meters)    3399.78  (feet)  COMP
 SR0132  MODELED GRAV-     980,531.6   (mgal)                       NAVD 88
 SR0132
 SR0132  VERT ORDER  -  SECOND    CLASS 0
 SR0132
 SR0132.The horizontal coordinates were scaled from a topographic map and have
 SR0132.an estimated accuracy of +/- 6 seconds.
 SR0132
 SR0132.The orthometric height was determined by differential leveling
 SR0132.and adjusted by the National Geodetic Survey in June 1991..
 SR0132
 SR0132.The geoid height was determined by GEOID03.
 SR0132
 SR0132.The dynamic height is computed by dividing the NAVD 88
 SR0132.geopotential number by the normal gravity value computed on the
 SR0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0132.degrees latitude (g = 980.6199 gals.).
 SR0132
 SR0132.The modeled gravity was interpolated from observed gravity values.
 SR0132
 SR0132;                    North         East    Units  Estimated Accuracy
 SR0132;SPC MT       -   333,420.      651,010.      MT  (+/- 180 meters Scaled)
 SR0132
 SR0132                          SUPERSEDED SURVEY CONTROL
 SR0132
 SR0132  NGVD 29 (??/??/92) 1035.526  (m)         3397.39   (f) ADJ UNCH    2 0
 SR0132
 SR0132.Superseded values are not recommended for survey control.
 SR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0132.See file dsdata.txt to determine how the superseded data were derived.
 SR0132
 SR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT645350(NAD 83)
 SR0132_MARKER: DB = BENCH MARK DISK
 SR0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0132_STAMPING: K 172 1961
 SR0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0132+STABILITY: SURFACE MOTION
 SR0132
 SR0132  HISTORY     - Date     Condition        Report By
 SR0132  HISTORY     - 1961     MONUMENTED       CGS
 SR0132  HISTORY     - 1979     GOOD             USGS
 SR0132
 SR0132                          STATION DESCRIPTION
 SR0132
 SR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0132'11.9 MI SE FROM ROY.
 SR0132'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0132'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 4.45
 SR0132'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.4 MILES SOUTH ALONG A
 SR0132'GRADED DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.7
 SR0132'MILE EAST ALONG A TRACK ROAD, THENCE 1.9 MILES SOUTH ALONG A GRADED
 SR0132'DIRT ROAD, IN SECTION 8, T 17 N, R 23 E, ON THE OUTSIDE OF A SHARP
 SR0132'CURVE AND 119 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 28 FEET
 SR0132'SOUTH OF AN EAST-WEST FENCE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET EAST
 SR0132'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SR0132'OF A CONCRETE POST PROJECTING 7 INCHES.
 SR0132
 SR0132                          STATION RECOVERY (1979)
 SR0132
 SR0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0132'FROM THE POST OFFICE IN GRASS RANGE. GO NORTH 0.05 MILE TO A STREET
 SR0132'GOING EAST OUT OF TOWN, THENCE 0.25 MI. TO THE EAST TO THE JUNCTION
 SR0132'OF STATE HIGHWAY 87, TURN N. ALONG 87 FOR 1.1 MI. TO THE JUNCTION OF
 SR0132'STATE HIGHWAYS 200 AND 19, THENCE NORTH ON STATE HIGHWAY 19 FOR 9.3
 SR0132'MI. TO TRACK ROAD WEST, GO WEST AND NORTH FOR 5.25 MILES TO THE
 SR0132'OUTSIDE OF A SHARP CURVE, IN SECTION 8. T 17 N, R 23 E, 119 FEET
 SR0132'NORTHEAST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTH OF AN
 SR0132'EAST-WEST FENCE, 1 1/2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 SR0132'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 SR0132'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0179 ***********************************************************************
 SR0179  DESIGNATION -  K 174
 SR0179  PID         -  SR0179
 SR0179  STATE/COUNTY-  MT/FERGUS
 SR0179  USGS QUAD   -  FISH DAM (1986)
 SR0179
 SR0179                         *CURRENT SURVEY CONTROL
 SR0179  ___________________________________________________________________
 SR0179* NAD 83(1986)-  47 03 19.     (N)    108 58 36.     (W)     SCALED    
 SR0179* NAVD 88     -      1109.107  (meters)    3638.80   (feet)  ADJUSTED  
 SR0179  ___________________________________________________________________
 SR0179  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 SR0179  DYNAMIC HT  -        1109.002 (meters)    3638.45  (feet)  COMP
 SR0179  MODELED GRAV-     980,479.7   (mgal)                       NAVD 88
 SR0179
 SR0179  VERT ORDER  -  SECOND    CLASS 0
 SR0179
 SR0179.The horizontal coordinates were scaled from a topographic map and have
 SR0179.an estimated accuracy of +/- 6 seconds.
 SR0179
 SR0179.The orthometric height was determined by differential leveling
 SR0179.and adjusted by the National Geodetic Survey in June 1991..
 SR0179
 SR0179.The geoid height was determined by GEOID03.
 SR0179
 SR0179.The dynamic height is computed by dividing the NAVD 88
 SR0179.geopotential number by the normal gravity value computed on the
 SR0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0179.degrees latitude (g = 980.6199 gals.).
 SR0179
 SR0179.The modeled gravity was interpolated from observed gravity values.
 SR0179
 SR0179;                    North         East    Units  Estimated Accuracy
 SR0179;SPC MT       -   311,850.      639,740.      MT  (+/- 180 meters Scaled)
 SR0179
 SR0179                          SUPERSEDED SURVEY CONTROL
 SR0179
 SR0179  NGVD 29 (??/??/92) 1108.291  (m)         3636.12   (f) ADJ UNCH    2 0
 SR0179
 SR0179.Superseded values are not recommended for survey control.
 SR0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0179.See file dsdata.txt to determine how the superseded data were derived.
 SR0179
 SR0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT536132(NAD 83)
 SR0179_MARKER: DB = BENCH MARK DISK
 SR0179_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0179_SP_SET: 23 FT.
 SR0179_STAMPING: K 174 1961
 SR0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0179
 SR0179  HISTORY     - Date     Condition        Report By
 SR0179  HISTORY     - 1961     MONUMENTED       CGS
 SR0179  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0179
 SR0179                          STATION DESCRIPTION
 SR0179
 SR0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0179'22.45 MI E FROM LEWISTOWN.
 SR0179'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0179'STATION AT LEWISTOWN, THENCE 22.25 MILES EAST ALONG U. S. HIGHWAY 87
 SR0179'AND STATE HIGHWAY 20, IN SECTION 19, T 15 N, R 22 E, 99 FEET SOUTH OF
 SR0179'THE CENTER LINE OF THE HIGHWAY, 158 YARDS WEST OF THE EXTENDED CENTER
 SR0179'LINE OF A GRADED DIRT ROAD LEADING NORTH, 83 FEET SOUTHEAST OF A
 SR0179'TELEPHONE POLE 41 FEET EAST OF A JOG IN A FENCE, 2 FEET NORTH OF A
 SR0179'FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 SR0179'THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 SR0179'COATED ROD THAT IS DRIVEN TO A DEPTH OF 23 FEET AND IS ENCASED IN A
 SR0179'6-INCH TILE WHICH PROJECTS 6 INCHES.
 SR0179
 SR0179                          STATION RECOVERY (1979)
 SR0179
 SR0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0211 ***********************************************************************
 SS0211  DESIGNATION -  K 175
 SS0211  PID         -  SS0211
 SS0211  STATE/COUNTY-  MT/JUDITH BASIN
 SS0211  USGS QUAD   -  PALISADE BUTTE (1995)
 SS0211
 SS0211                         *CURRENT SURVEY CONTROL
 SS0211  ___________________________________________________________________
 SS0211* NAD 83(1986)-  47 22 37.     (N)    110 27 02.     (W)     SCALED    
 SS0211* NAVD 88     -      1314.853  (meters)    4313.81   (feet)  ADJUSTED  
 SS0211  ___________________________________________________________________
 SS0211  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 SS0211  DYNAMIC HT  -        1314.727 (meters)    4313.40  (feet)  COMP
 SS0211  MODELED GRAV-     980,470.2   (mgal)                       NAVD 88
 SS0211
 SS0211  VERT ORDER  -  SECOND    CLASS 0
 SS0211
 SS0211.The horizontal coordinates were scaled from a topographic map and have
 SS0211.an estimated accuracy of +/- 6 seconds.
 SS0211
 SS0211.The orthometric height was determined by differential leveling
 SS0211.and adjusted by the National Geodetic Survey in June 1991..
 SS0211
 SS0211.The geoid height was determined by GEOID03.
 SS0211
 SS0211.The dynamic height is computed by dividing the NAVD 88
 SS0211.geopotential number by the normal gravity value computed on the
 SS0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0211.degrees latitude (g = 980.6199 gals.).
 SS0211
 SS0211.The modeled gravity was interpolated from observed gravity values.
 SS0211
 SS0211;                    North         East    Units  Estimated Accuracy
 SS0211;SPC MT       -   347,890.      528,260.      MT  (+/- 180 meters Scaled)
 SS0211
 SS0211                          SUPERSEDED SURVEY CONTROL
 SS0211
 SS0211  NGVD 29 (??/??/92) 1313.947  (m)         4310.84   (f) ADJ UNCH    2 0
 SS0211
 SS0211.Superseded values are not recommended for survey control.
 SS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0211.See file dsdata.txt to determine how the superseded data were derived.
 SS0211
 SS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT414472(NAD 83)
 SS0211_MARKER: DB = BENCH MARK DISK
 SS0211_SETTING: 80 = SET IN A BOULDER
 SS0211_SP_SET: BOULDER
 SS0211_STAMPING: K 175 1961
 SS0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0211+STABILITY: SURFACE MOTION
 SS0211
 SS0211  HISTORY     - Date     Condition        Report By
 SS0211  HISTORY     - 1961     MONUMENTED       CGS
 SS0211
 SS0211                          STATION DESCRIPTION
 SS0211
 SS0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0211'10.15 MI N FROM GEYSER.
 SS0211'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0211'AT GEYSER, THENCE 10.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0211'28, T 19 N, R 10 E, 0.25 MILE SOUTHWEST OF A BRIDGE OVER MARTIN CREEK,
 SS0211'ON THE OUTSIDE OF A CURVE AND 53 FEET SOUTH OF THE CENTER LINE OF THE
 SS0211'ROAD, SET IN THE TOP OF A BOULDER WHICH PROJECTS 12 INCHES, 20 FEET
 SS0211'SOUTH OF A FENCE, 20.2 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT
 SS0211'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0785 ***********************************************************************
 SR0785  DESIGNATION -  K 176
 SR0785  PID         -  SR0785
 SR0785  STATE/COUNTY-  MT/FERGUS
 SR0785  USGS QUAD   -  GLENGARRY (1970)
 SR0785
 SR0785                         *CURRENT SURVEY CONTROL
 SR0785  ___________________________________________________________________
 SR0785* NAD 83(1986)-  47 02 15.     (N)    109 35 39.     (W)     SCALED    
 SR0785* NAVD 88     -      1248.243  (meters)    4095.28   (feet)  ADJUSTED  
 SR0785  ___________________________________________________________________
 SR0785  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 SR0785  DYNAMIC HT  -        1248.079 (meters)    4094.74  (feet)  COMP
 SR0785  MODELED GRAV-     980,438.6   (mgal)                       NAVD 88
 SR0785  OBS GRAVITY -     980,434.8   (mgal)                       GRAV_OBS
 SR0785
 SR0785  VERT ORDER  -  FIRST     CLASS II
 SR0785
 SR0785.The horizontal coordinates were scaled from a topographic map and have
 SR0785.an estimated accuracy of +/- 6 seconds.
 SR0785
 SR0785.The orthometric height was determined by differential leveling
 SR0785.and adjusted by the National Geodetic Survey in June 1991..
 SR0785
 SR0785.The geoid height was determined by GEOID03.
 SR0785
 SR0785.The dynamic height is computed by dividing the NAVD 88
 SR0785.geopotential number by the normal gravity value computed on the
 SR0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0785.degrees latitude (g = 980.6199 gals.).
 SR0785
 SR0785.The modeled gravity was interpolated from observed gravity values.
 SR0785.The observed gravity was obtained from relative gravimeter ties
 SR0785.to the IGSN71 gravity network.
 SR0785
 SR0785;                    North         East    Units  Estimated Accuracy
 SR0785;SPC MT       -   309,750.      592,850.      MT  (+/- 180 meters Scaled)
 SR0785
 SR0785                          SUPERSEDED SURVEY CONTROL
 SR0785
 SR0785  NGVD 29 (??/??/92) 1247.356  (m)         4092.37   (f) ADJ UNCH    1 2
 SR0785
 SR0785.Superseded values are not recommended for survey control.
 SR0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0785.See file dsdata.txt to determine how the superseded data were derived.
 SR0785
 SR0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT068102(NAD 83)
 SR0785_MARKER: DB = BENCH MARK DISK
 SR0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0785_STAMPING: K 176 1961
 SR0785_PROJECTION: PROJECTING 2 CENTIMETERS
 SR0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0785+STABILITY: SURFACE MOTION
 SR0785
 SR0785  HISTORY     - Date     Condition        Report By
 SR0785  HISTORY     - 1961     MONUMENTED       CGS
 SR0785  HISTORY     - 1980     GOOD             NGS
 SR0785
 SR0785                          STATION DESCRIPTION
 SR0785
 SR0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0785'7.3 MI NE FROM MOORE.
 SR0785'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 SR0785'AT MOORE, THENCE 6.65 MILES NORTHEAST ALONG U. S. HIGHWAY 87, IN
 SR0785'SECTION 29, T 15 N, R 17 E, AT THE CREST OF A HILL AND 98 FEET
 SR0785'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 140 FEET NORTH OF THE
 SR0785'INTERSECTION OF THE CENTER LINES OF TWO ROADS, 73 FEET NORTHEAST OF
 SR0785'THE CENTER LINE OF A NORTHWEST-SOUTHEAST ROAD, 11 FEET NORTHEAST OF A
 SR0785'FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE, 1.6 FEET SOUTHWEST OF A
 SR0785'METAL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 SR0785'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SR0785
 SR0785                          STATION RECOVERY (1980)
 SR0785
 SR0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0785'1.0 KM (0.6 MI) NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 SR0785'IN MOORE, THENCE 10.7 KM (6.65 MI) EASTERLY ALONG U.S. HIGHWAYS 87 AND
 SR0785'191, AT A GRAVELED CROSS ROAD, 29.9 METERS (98.0 FT) NORTHWEST
 SR0785'OF THE CENTER OF THE HIGHWAY, 22.3 METERS (73.0 FT) NORTHWEST OF THE
 SR0785'CENTER OF THE GRAVEL ROAD, 3.4 METERS (11.0 FT) NORTHEAST OF A FENCE
 SR0785'CORNER, AND 0.6 METER (2.0 FT) SOUTHEAST OF A FENCE.
 SR0785'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 SR0785'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0436 ***********************************************************************
 RV0436  DESIGNATION -  K 177
 RV0436  PID         -  RV0436
 RV0436  STATE/COUNTY-  MT/JUDITH BASIN
 RV0436  USGS QUAD   -  MARTIN COULEE (1995)
 RV0436
 RV0436                         *CURRENT SURVEY CONTROL
 RV0436  ___________________________________________________________________
 RV0436* NAD 83(1986)-  46 52 18.     (N)    109 54 11.     (W)     SCALED    
 RV0436* NAVD 88     -      1391.344  (meters)    4564.77   (feet)  ADJUSTED  
 RV0436  ___________________________________________________________________
 RV0436  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 RV0436  DYNAMIC HT  -        1391.086 (meters)    4563.92  (feet)  COMP
 RV0436  MODELED GRAV-     980,379.1   (mgal)                       NAVD 88
 RV0436
 RV0436  VERT ORDER  -  SECOND    CLASS 0
 RV0436
 RV0436.The horizontal coordinates were scaled from a topographic map and have
 RV0436.an estimated accuracy of +/- 6 seconds.
 RV0436
 RV0436.The orthometric height was determined by differential leveling
 RV0436.and adjusted by the National Geodetic Survey in June 1991..
 RV0436
 RV0436.The geoid height was determined by GEOID03.
 RV0436
 RV0436.The dynamic height is computed by dividing the NAVD 88
 RV0436.geopotential number by the normal gravity value computed on the
 RV0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0436.degrees latitude (g = 980.6199 gals.).
 RV0436
 RV0436.The modeled gravity was interpolated from observed gravity values.
 RV0436
 RV0436;                    North         East    Units  Estimated Accuracy
 RV0436;SPC MT       -   291,400.      569,290.      MT  (+/- 180 meters Scaled)
 RV0436
 RV0436                          SUPERSEDED SURVEY CONTROL
 RV0436
 RV0436  NGVD 29 (??/??/92) 1390.388  (m)         4561.63   (f) ADJ UNCH    2 0
 RV0436
 RV0436.Superseded values are not recommended for survey control.
 RV0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0436.See file dsdata.txt to determine how the superseded data were derived.
 RV0436
 RV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS835914(NAD 83)
 RV0436_MARKER: DB = BENCH MARK DISK
 RV0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0436_STAMPING: K 177 1961
 RV0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0436+STABILITY: SURFACE MOTION
 RV0436
 RV0436  HISTORY     - Date     Condition        Report By
 RV0436  HISTORY     - 1961     MONUMENTED       CGS
 RV0436
 RV0436                          STATION DESCRIPTION
 RV0436
 RV0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0436'7.6 MI NW FROM BUFFALO.
 RV0436'ABOUT 2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0436'STATION SIGN AT BUFFALO, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD,
 RV0436'THENCE 1.3 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 24, T 13 N, R
 RV0436'14 E, 39 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 28 FEET
 RV0436'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST TO A RANGE RESEEDING
 RV0436'EXPERIMENT STATION, 3 1/2 FEET SOUTH OF A SIGN WHICH READS RANGE
 RV0436'RESEEDING EXPERIMENT STATIOIN, 1.1 FEET EAST OF A METAL WITNESS POSDT,
 RV0436'ABOUT 1 FOOT BELKOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 RV0436'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0394 ***********************************************************************
 SS0394  DESIGNATION -  K 178
 SS0394  PID         -  SS0394
 SS0394  STATE/COUNTY-  MT/JUDITH BASIN
 SS0394  USGS QUAD   -  BYRNE CREEK (1995)
 SS0394
 SS0394                         *CURRENT SURVEY CONTROL
 SS0394  ___________________________________________________________________
 SS0394* NAD 83(1986)-  47 19 47.     (N)    110 36 25.     (W)     SCALED    
 SS0394* NAVD 88     -      1395.056  (meters)    4576.95   (feet)  ADJUSTED  
 SS0394  ___________________________________________________________________
 SS0394  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 SS0394  DYNAMIC HT  -        1394.856 (meters)    4576.29  (feet)  COMP
 SS0394  MODELED GRAV-     980,420.2   (mgal)                       NAVD 88
 SS0394
 SS0394  VERT ORDER  -  SECOND    CLASS 0
 SS0394
 SS0394.The horizontal coordinates were scaled from a topographic map and have
 SS0394.an estimated accuracy of +/- 6 seconds.
 SS0394
 SS0394.The orthometric height was determined by differential leveling
 SS0394.and adjusted by the National Geodetic Survey in June 1991..
 SS0394
 SS0394.The geoid height was determined by GEOID03.
 SS0394
 SS0394.The dynamic height is computed by dividing the NAVD 88
 SS0394.geopotential number by the normal gravity value computed on the
 SS0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0394.degrees latitude (g = 980.6199 gals.).
 SS0394
 SS0394.The modeled gravity was interpolated from observed gravity values.
 SS0394
 SS0394;                    North         East    Units  Estimated Accuracy
 SS0394;SPC MT       -   342,800.      516,380.      MT  (+/- 180 meters Scaled)
 SS0394
 SS0394                          SUPERSEDED SURVEY CONTROL
 SS0394
 SS0394  NGVD 29 (??/??/92) 1394.089  (m)         4573.77   (f) ADJ UNCH    2 0
 SS0394
 SS0394.Superseded values are not recommended for survey control.
 SS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0394.See file dsdata.txt to determine how the superseded data were derived.
 SS0394
 SS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT296418(NAD 83)
 SS0394_MARKER: DB = BENCH MARK DISK
 SS0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0394_SP_SET: FOUNDATION
 SS0394_STAMPING: K 178 1961
 SS0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0394
 SS0394  HISTORY     - Date     Condition        Report By
 SS0394  HISTORY     - 1961     MONUMENTED       CGS
 SS0394
 SS0394                          STATION DESCRIPTION
 SS0394
 SS0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0394'13.1 MI NW FROM GEYSER.
 SS0394'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0394'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0394'MILES WEST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD,
 SS0394'THENCE 2.1 MILES WEST ALONG A GRAVELED ROAD, OR 4.95 MILES EAST ALONG
 SS0394'THE GREAT NORTHERN RAILWAY FROM THE STATION AT RAYNESFORD, THENCE 5.15
 SS0394'MILES NORTHWEST ALONG A WINDING DIRT ROAD, THENCE 4.0 MILES EAST ALONG
 SS0394'A DIRT ROAD, IN SECTION 17, T 18 N, R 9 E, 0.25 MILE WEST OF THE
 SS0394'JUNCTION OF THE ROAD AND A DIRT ROAD LEADING SOUTH, 74 FEET SOUTH OF
 SS0394'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTHEAST EDGE OF
 SS0394'THE CONCRETE FOUNDATION FOR A STEEL GRAIN BIN, 88 FEET SOUTHEAST OF
 SS0394'THE SOUTHEAST CORNER OF A SMALL WOODEN BRIDGE, 11 FEET WEST OF A
 SS0394'NORTH-SOUTH FENCE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0056 ***********************************************************************
 SS0056  DESIGNATION -  K 179
 SS0056  PID         -  SS0056
 SS0056  STATE/COUNTY-  MT/FERGUS
 SS0056  USGS QUAD   -  POWNAL (1979)
 SS0056
 SS0056                         *CURRENT SURVEY CONTROL
 SS0056  ___________________________________________________________________
 SS0056* NAD 83(1986)-  47 23 45.     (N)    110 12 24.     (W)     SCALED    
 SS0056* NAVD 88     -       964.869  (meters)    3165.57   (feet)  ADJUSTED  
 SS0056  ___________________________________________________________________
 SS0056  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 SS0056  DYNAMIC HT  -         964.808 (meters)    3165.37  (feet)  COMP
 SS0056  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 SS0056
 SS0056  VERT ORDER  -  SECOND    CLASS 0
 SS0056
 SS0056.The horizontal coordinates were scaled from a topographic map and have
 SS0056.an estimated accuracy of +/- 6 seconds.
 SS0056
 SS0056.The orthometric height was determined by differential leveling
 SS0056.and adjusted by the National Geodetic Survey in June 1991..
 SS0056
 SS0056.The geoid height was determined by GEOID03.
 SS0056
 SS0056.The dynamic height is computed by dividing the NAVD 88
 SS0056.geopotential number by the normal gravity value computed on the
 SS0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0056.degrees latitude (g = 980.6199 gals.).
 SS0056
 SS0056.The modeled gravity was interpolated from observed gravity values.
 SS0056
 SS0056;                    North         East    Units  Estimated Accuracy
 SS0056;SPC MT       -   349,800.      546,680.      MT  (+/- 180 meters Scaled)
 SS0056
 SS0056                          SUPERSEDED SURVEY CONTROL
 SS0056
 SS0056  NGVD 29 (??/??/92)  964.007  (m)         3162.75   (f) ADJ UNCH    2 0
 SS0056
 SS0056.Superseded values are not recommended for survey control.
 SS0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0056.See file dsdata.txt to determine how the superseded data were derived.
 SS0056
 SS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT598494(NAD 83)
 SS0056_MARKER: DB = BENCH MARK DISK
 SS0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0056_STAMPING: K 179 1961
 SS0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0056+STABILITY: SURFACE MOTION
 SS0056
 SS0056  HISTORY     - Date     Condition        Report By
 SS0056  HISTORY     - 1961     MONUMENTED       CGS
 SS0056
 SS0056                          STATION DESCRIPTION
 SS0056
 SS0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0056'9.65 MI NW FROM ARROW CREEK.
 SS0056'ABOUT 9.65 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0056'PACIFIC RAILROAD FROM THE FARMERS UNION ELEVATOR AT ARROW CREEK, IN
 SS0056'SECTION 21, T 19 N, R 12 E, ABOUT 0.3 MILE SOUTH OF AN OLD ROAD
 SS0056'CROSSING, 0.1 MILE SOUTH OF THE SOUTH END OF A LONG WOODEN TRESTLE, 7
 SS0056'1/2 FEET SOUTHEAST OF MILEPOST 116, 45 FEET EAST OF THE EAST RAIL, 3
 SS0056'1/2 FEET WEST OF A FENCE, 2.1 FEET EAST OF A METAL WITNESS POST, ABOUT
 SS0056'8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SS0056'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0394 ***********************************************************************
 TN0394  DESIGNATION -  K 18
 TN0394  PID         -  TN0394
 TN0394  STATE/COUNTY-  MT/SANDERS
 TN0394  USGS QUAD   -  SMEADS BENCH (1983)
 TN0394
 TN0394                         *CURRENT SURVEY CONTROL
 TN0394  ___________________________________________________________________
 TN0394* NAD 83(1986)-  48 03 46.     (N)    115 48 59.     (W)     SCALED    
 TN0394* NAVD 88     -       693.004  (meters)    2273.63   (feet)  ADJUSTED  
 TN0394  ___________________________________________________________________
 TN0394  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 TN0394  DYNAMIC HT  -         693.020 (meters)    2273.68  (feet)  COMP
 TN0394  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 TN0394
 TN0394  VERT ORDER  -  SECOND    CLASS 0
 TN0394
 TN0394.The horizontal coordinates were scaled from a topographic map and have
 TN0394.an estimated accuracy of +/- 6 seconds.
 TN0394
 TN0394.The orthometric height was determined by differential leveling
 TN0394.and adjusted by the National Geodetic Survey in June 1991..
 TN0394
 TN0394.The geoid height was determined by GEOID03.
 TN0394
 TN0394.The dynamic height is computed by dividing the NAVD 88
 TN0394.geopotential number by the normal gravity value computed on the
 TN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0394.degrees latitude (g = 980.6199 gals.).
 TN0394
 TN0394.The modeled gravity was interpolated from observed gravity values.
 TN0394
 TN0394;                    North         East    Units  Estimated Accuracy
 TN0394;SPC MT       -   442,640.      129,930.      MT  (+/- 180 meters Scaled)
 TN0394
 TN0394                          SUPERSEDED SURVEY CONTROL
 TN0394
 TN0394  NGVD 29 (??/??/92)  691.831  (m)         2269.78   (f) ADJ UNCH    2 0
 TN0394
 TN0394.Superseded values are not recommended for survey control.
 TN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0394.See file dsdata.txt to determine how the superseded data were derived.
 TN0394
 TN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP881239(NAD 83)
 TN0394_MARKER: DD = SURVEY DISK
 TN0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0394_STAMPING: K 18 1929
 TN0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0394+STABILITY: SURFACE MOTION
 TN0394
 TN0394  HISTORY     - Date     Condition        Report By
 TN0394  HISTORY     - 1929     MONUMENTED       USGS
 TN0394  HISTORY     - 1944     GOOD             NGS
 TN0394
 TN0394                          STATION DESCRIPTION
 TN0394
 TN0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TN0394'0.6 MI W FROM NOXON.
 TN0394'0.6 MILE WEST ALONG A ROAD FROM THE NORTHERN PACIFIC RAILWAY STATION
 TN0394'AT NOXON, THENCE 4.1 MILES NORTH AND WEST ALONG U.S. HIGHWAY 10 A, AND
 TN0394'THENCE 3.2 MILES NORTH ALONG THE BULL LAKE ROAD.  AT THE SUMMIT OF A
 TN0394'VERY LOW RIDGE, 0.2 MILE NORTH OF THE JUNCTION OF A SIDE ROAD AT THE
 TN0394'CROSSING OF A SMALL STREAM, 250 FEET SOUTH OF A SMALL STREAM AND 20
 TN0394'FEET WEST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TN0394'DISK, STAMPED K 18 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0430 ***********************************************************************
 RV0430  DESIGNATION -  K 180
 RV0430  PID         -  RV0430
 RV0430  STATE/COUNTY-  MT/JUDITH BASIN
 RV0430  USGS QUAD   -  ACKLEY LAKE (1970)
 RV0430
 RV0430                         *CURRENT SURVEY CONTROL
 RV0430  ___________________________________________________________________
 RV0430* NAD 83(1986)-  46 58 06.     (N)    109 58 13.     (W)     SCALED    
 RV0430* NAVD 88     -      1318.763  (meters)    4326.64   (feet)  ADJUSTED  
 RV0430  ___________________________________________________________________
 RV0430  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 RV0430  DYNAMIC HT  -        1318.543 (meters)    4325.92  (feet)  COMP
 RV0430  MODELED GRAV-     980,400.5   (mgal)                       NAVD 88
 RV0430
 RV0430  VERT ORDER  -  SECOND    CLASS 0
 RV0430
 RV0430.The horizontal coordinates were scaled from a topographic map and have
 RV0430.an estimated accuracy of +/- 6 seconds.
 RV0430
 RV0430.The orthometric height was determined by differential leveling
 RV0430.and adjusted by the National Geodetic Survey in June 1991..
 RV0430
 RV0430.The geoid height was determined by GEOID03.
 RV0430
 RV0430.The dynamic height is computed by dividing the NAVD 88
 RV0430.geopotential number by the normal gravity value computed on the
 RV0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0430.degrees latitude (g = 980.6199 gals.).
 RV0430
 RV0430.The modeled gravity was interpolated from observed gravity values.
 RV0430
 RV0430;                    North         East    Units  Estimated Accuracy
 RV0430;SPC MT       -   302,170.      564,230.      MT  (+/- 180 meters Scaled)
 RV0430
 RV0430                          SUPERSEDED SURVEY CONTROL
 RV0430
 RV0430  NGVD 29 (??/??/92) 1317.818  (m)         4323.54   (f) ADJ UNCH    2 0
 RV0430
 RV0430.Superseded values are not recommended for survey control.
 RV0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0430.See file dsdata.txt to determine how the superseded data were derived.
 RV0430
 RV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT783021(NAD 83)
 RV0430_MARKER: DB = BENCH MARK DISK
 RV0430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0430_SP_SET: 10 FT.
 RV0430_STAMPING: K 180 1961
 RV0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0430
 RV0430  HISTORY     - Date     Condition        Report By
 RV0430  HISTORY     - 1961     MONUMENTED       CGS
 RV0430  HISTORY     - 1961     GOOD             NGS
 RV0430
 RV0430                          STATION DESCRIPTION
 RV0430
 RV0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0430'5.9 MI E FROM UTICA.
 RV0430'ABOUT 5.9 MILES EAST ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH
 RV0430'AT UTICA, OR 0.4 MILE SOUTH ALONG MAIN STREET FROM THE GREAT NORTHERN
 RV0430'RAILWAY STATION AT HOBSON, THENCE 0.9 MILE WEST ALONG THE GRAVELED
 RV0430'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 RV0430'WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 RV0430'ROAD, THENCE 2.25 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 20, T
 RV0430'14 N, R 14 E, ABOUT 0.25 MILE WEST OF THE JUNCTION OF THE ROAD AND A
 RV0430'ROAD LEADING SOUTH, ABOUT 0.05 MILE EAST OF THE JUNCTION OF THE ROAD
 RV0430'AND A ROAD LEADING NORTH, 43 FEET SOUTH OF THE CENTER LINE OF THE
 RV0430'EAST-WEST ROAD, 33 1/2 FEET EAST OF A POWER POLE, 1.7 FEET SOUTH OF A
 RV0430'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 RV0430'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 10 FEET AND
 RV0430'IS ENCASED IN A 6-INCH TILE THAT PROJECTS 8 INCHES.
 RV0430
 RV0430                          STATION RECOVERY (1961)
 RV0430
 RV0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RV0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0770 ***********************************************************************
 SR0770  DESIGNATION -  K 181
 SR0770  PID         -  SR0770
 SR0770  STATE/COUNTY-  MT/JUDITH BASIN
 SR0770  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0770
 SR0770                         *CURRENT SURVEY CONTROL
 SR0770  ___________________________________________________________________
 SR0770* NAD 83(1986)-  47 09 24.     (N)    109 50 30.     (W)     SCALED    
 SR0770* NAVD 88     -      1229.739  (meters)    4034.57   (feet)  ADJUSTED  
 SR0770  ___________________________________________________________________
 SR0770  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SR0770  DYNAMIC HT  -        1229.590 (meters)    4034.08  (feet)  COMP
 SR0770  MODELED GRAV-     980,448.5   (mgal)                       NAVD 88
 SR0770
 SR0770  VERT ORDER  -  SECOND    CLASS 0
 SR0770
 SR0770.The horizontal coordinates were scaled from a topographic map and have
 SR0770.an estimated accuracy of +/- 6 seconds.
 SR0770
 SR0770.The orthometric height was determined by differential leveling
 SR0770.and adjusted by the National Geodetic Survey in June 1991..
 SR0770
 SR0770.The geoid height was determined by GEOID03.
 SR0770
 SR0770.The dynamic height is computed by dividing the NAVD 88
 SR0770.geopotential number by the normal gravity value computed on the
 SR0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0770.degrees latitude (g = 980.6199 gals.).
 SR0770
 SR0770.The modeled gravity was interpolated from observed gravity values.
 SR0770
 SR0770;                    North         East    Units  Estimated Accuracy
 SR0770;SPC MT       -   323,040.      574,110.      MT  (+/- 180 meters Scaled)
 SR0770
 SR0770                          SUPERSEDED SURVEY CONTROL
 SR0770
 SR0770  NGVD 29 (??/??/92) 1228.842  (m)         4031.63   (f) ADJ UNCH    2 0
 SR0770
 SR0770.Superseded values are not recommended for survey control.
 SR0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0770.See file dsdata.txt to determine how the superseded data were derived.
 SR0770
 SR0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT878232(NAD 83)
 SR0770_MARKER: DB = BENCH MARK DISK
 SR0770_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0770_SP_SET: 12 FT.
 SR0770_STAMPING: K 181 1961
 SR0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0770
 SR0770  HISTORY     - Date     Condition        Report By
 SR0770  HISTORY     - 1961     MONUMENTED       CGS
 SR0770
 SR0770                          STATION DESCRIPTION
 SR0770
 SR0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0770'7.0 MI NW FROM KOLIN.
 SR0770'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0770'KOLIN, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.05
 SR0770'MILES WEST ALONG A GRAVELED ROAD, IN SECTION 17, T 16 N, R 15 E, IN
 SR0770'LINE WITH THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 28 FEET
 SR0770'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 11 FEET EAST OF THE
 SR0770'CENTER OF A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 SR0770'WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 SR0770'IS DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SR0770'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0741 ***********************************************************************
 SR0741  DESIGNATION -  K 182
 SR0741  PID         -  SR0741
 SR0741  STATE/COUNTY-  MT/JUDITH BASIN
 SR0741  USGS QUAD   -  BIG SPRING (1970)
 SR0741
 SR0741                         *CURRENT SURVEY CONTROL
 SR0741  ___________________________________________________________________
 SR0741* NAD 83(1986)-  47 11 07.     (N)    109 56 31.     (W)     SCALED    
 SR0741* NAVD 88     -      1171.475  (meters)    3843.41   (feet)  ADJUSTED  
 SR0741  ___________________________________________________________________
 SR0741  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SR0741  DYNAMIC HT  -        1171.341 (meters)    3842.97  (feet)  COMP
 SR0741  MODELED GRAV-     980,458.6   (mgal)                       NAVD 88
 SR0741
 SR0741  VERT ORDER  -  SECOND    CLASS 0
 SR0741
 SR0741.The horizontal coordinates were scaled from a topographic map and have
 SR0741.an estimated accuracy of +/- 6 seconds.
 SR0741
 SR0741.The orthometric height was determined by differential leveling
 SR0741.and adjusted by the National Geodetic Survey in June 1991..
 SR0741
 SR0741.The geoid height was determined by GEOID03.
 SR0741
 SR0741.The dynamic height is computed by dividing the NAVD 88
 SR0741.geopotential number by the normal gravity value computed on the
 SR0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0741.degrees latitude (g = 980.6199 gals.).
 SR0741
 SR0741.The modeled gravity was interpolated from observed gravity values.
 SR0741
 SR0741;                    North         East    Units  Estimated Accuracy
 SR0741;SPC MT       -   326,260.      566,520.      MT  (+/- 180 meters Scaled)
 SR0741
 SR0741                          SUPERSEDED SURVEY CONTROL
 SR0741
 SR0741  NGVD 29 (??/??/92) 1170.573  (m)         3840.45   (f) ADJ UNCH    2 0
 SR0741
 SR0741.Superseded values are not recommended for survey control.
 SR0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0741.See file dsdata.txt to determine how the superseded data were derived.
 SR0741
 SR0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT801262(NAD 83)
 SR0741_MARKER: DB = BENCH MARK DISK
 SR0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0741_STAMPING: K 182 1961
 SR0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0741+STABILITY: SURFACE MOTION
 SR0741
 SR0741  HISTORY     - Date     Condition        Report By
 SR0741  HISTORY     - 1961     MONUMENTED       CGS
 SR0741
 SR0741                          STATION DESCRIPTION
 SR0741
 SR0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0741'11.3 MI N FROM BENCHLAND.
 SR0741'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0741'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0741'3.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.85 MILE NORTH ALONG A
 SR0741'GRAVELED ROAD, IN SECTION 33, T 17 N, R 14 E, ON THE OUTSIDE OF A
 SR0741'CURVE AND 102 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 52 FEET
 SR0741'EAST OF A POWER POLE, 23 FEET NORTH OF A FENCE CORNER, 80 FEET WEST OF
 SR0741'THE CENTER LINE OF A PRIVATE ROAD, 3 FEET EAST OF A FENCE, 2.3 FEET
 SR0741'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SR0741'THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0859 ***********************************************************************
 SR0859  DESIGNATION -  K 183
 SR0859  PID         -  SR0859
 SR0859  STATE/COUNTY-  MT/FERGUS
 SR0859  USGS QUAD   -  ANDERSON BRIDGE (1964)
 SR0859
 SR0859                         *CURRENT SURVEY CONTROL
 SR0859  ___________________________________________________________________
 SR0859* NAD 83(1986)-  47 33 36.     (N)    109 31 14.     (W)     SCALED    
 SR0859* NAVD 88     -      1026.886  (meters)    3369.04   (feet)  ADJUSTED  
 SR0859  ___________________________________________________________________
 SR0859  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 SR0859  DYNAMIC HT  -        1026.839 (meters)    3368.89  (feet)  COMP
 SR0859  MODELED GRAV-     980,531.2   (mgal)                       NAVD 88
 SR0859
 SR0859  VERT ORDER  -  SECOND    CLASS 0
 SR0859
 SR0859.The horizontal coordinates were scaled from a topographic map and have
 SR0859.an estimated accuracy of +/- 6 seconds.
 SR0859
 SR0859.The orthometric height was determined by differential leveling
 SR0859.and adjusted by the National Geodetic Survey in June 1991..
 SR0859
 SR0859.The geoid height was determined by GEOID03.
 SR0859
 SR0859.The dynamic height is computed by dividing the NAVD 88
 SR0859.geopotential number by the normal gravity value computed on the
 SR0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0859.degrees latitude (g = 980.6199 gals.).
 SR0859
 SR0859.The modeled gravity was interpolated from observed gravity values.
 SR0859
 SR0859;                    North         East    Units  Estimated Accuracy
 SR0859;SPC MT       -   367,800.      598,450.      MT  (+/- 180 meters Scaled)
 SR0859
 SR0859                          SUPERSEDED SURVEY CONTROL
 SR0859
 SR0859  NGVD 29 (??/??/92) 1026.048  (m)         3366.29   (f) ADJ UNCH    2 0
 SR0859
 SR0859.Superseded values are not recommended for survey control.
 SR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0859.See file dsdata.txt to determine how the superseded data were derived.
 SR0859
 SR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT112684(NAD 83)
 SR0859_MARKER: DB = BENCH MARK DISK
 SR0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0859_STAMPING: K 183 1961
 SR0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0859+STABILITY: SURFACE MOTION
 SR0859
 SR0859  HISTORY     - Date     Condition        Report By
 SR0859  HISTORY     - 1961     MONUMENTED       CGS
 SR0859
 SR0859                          STATION DESCRIPTION
 SR0859
 SR0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0859'7.1 MI W FROM WINIFRED.
 SR0859'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0859'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0859'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.3 MILES WEST ALONG A
 SR0859'GRADED DIRT ROAD, IN SECTION 27, T 21 N, R 17 E, 75 FEET SOUTH OF THE
 SR0859'CENTER LINE OF THE ROAD, 40 FEET SOUTH OF A CORNER FENCE POST, 1 1/2
 SR0859'FEET EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 SR0859'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0859'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0624 ***********************************************************************
 SR0624  DESIGNATION -  K 184
 SR0624  PID         -  SR0624
 SR0624  STATE/COUNTY-  MT/FERGUS
 SR0624  USGS QUAD   -  WILD BILL FLAT WEST (1978)
 SR0624
 SR0624                         *CURRENT SURVEY CONTROL
 SR0624  ___________________________________________________________________
 SR0624* NAD 83(1986)-  47 25 01.     (N)    109 40 53.     (W)     SCALED    
 SR0624* NAVD 88     -      1052.379  (meters)    3452.68   (feet)  ADJUSTED  
 SR0624  ___________________________________________________________________
 SR0624  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 SR0624  DYNAMIC HT  -        1052.317 (meters)    3452.48  (feet)  COMP
 SR0624  MODELED GRAV-     980,518.3   (mgal)                       NAVD 88
 SR0624
 SR0624  VERT ORDER  -  SECOND    CLASS 0
 SR0624
 SR0624.The horizontal coordinates were scaled from a topographic map and have
 SR0624.an estimated accuracy of +/- 6 seconds.
 SR0624
 SR0624.The orthometric height was determined by differential leveling
 SR0624.and adjusted by the National Geodetic Survey in June 1991..
 SR0624
 SR0624.The geoid height was determined by GEOID03.
 SR0624
 SR0624.The dynamic height is computed by dividing the NAVD 88
 SR0624.geopotential number by the normal gravity value computed on the
 SR0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0624.degrees latitude (g = 980.6199 gals.).
 SR0624
 SR0624.The modeled gravity was interpolated from observed gravity values.
 SR0624
 SR0624;                    North         East    Units  Estimated Accuracy
 SR0624;SPC MT       -   351,920.      586,320.      MT  (+/- 180 meters Scaled)
 SR0624
 SR0624                          SUPERSEDED SURVEY CONTROL
 SR0624
 SR0624  NGVD 29 (??/??/92) 1051.534  (m)         3449.91   (f) ADJ UNCH    2 0
 SR0624
 SR0624.Superseded values are not recommended for survey control.
 SR0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0624.See file dsdata.txt to determine how the superseded data were derived.
 SR0624
 SR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT994523(NAD 83)
 SR0624_MARKER: DB = BENCH MARK DISK
 SR0624_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0624_SP_SET: 40 FT
 SR0624_STAMPING: K 184 1961
 SR0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0624
 SR0624  HISTORY     - Date     Condition        Report By
 SR0624  HISTORY     - 1961     MONUMENTED       CGS
 SR0624
 SR0624                          STATION DESCRIPTION
 SR0624
 SR0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0624'19.9 MI NE FROM DENTON.
 SR0624'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0624'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0624'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0624'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0624'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0624'NORTH AND 12.6 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 16, T 19
 SR0624'N, R 16 E, 0.5 MILE NORTH OF A CURVE IN THE ROAD, 30 FEET WEST OF THE
 SR0624'CENTER LINE OF THE ROAD, 34 FEET EAST OF A POWER POLE BRACED BY 3 GUY
 SR0624'WIRES, 19 FEET SOUTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 SR0624'LEADING EAST, 3 FEET SOUTHEAST OF A FENCE CORNER, 2 1/2 FEET EAST OF A
 SR0624'FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SR0624'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SR0624'DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 SR0624'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0720 ***********************************************************************
 SR0720  DESIGNATION -  K 185
 SR0720  PID         -  SR0720
 SR0720  STATE/COUNTY-  MT/FERGUS
 SR0720  USGS QUAD   -  HOOSAC (1978)
 SR0720
 SR0720                         *CURRENT SURVEY CONTROL
 SR0720  ___________________________________________________________________
 SR0720* NAD 83(1986)-  47 16 36.     (N)    109 46 14.     (W)     SCALED    
 SR0720* NAVD 88     -      1106.977  (meters)    3631.81   (feet)  ADJUSTED  
 SR0720  ___________________________________________________________________
 SR0720  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 SR0720  DYNAMIC HT  -        1106.887 (meters)    3631.51  (feet)  COMP
 SR0720  MODELED GRAV-     980,492.6   (mgal)                       NAVD 88
 SR0720
 SR0720  VERT ORDER  -  SECOND    CLASS 0
 SR0720
 SR0720.The horizontal coordinates were scaled from a topographic map and have
 SR0720.an estimated accuracy of +/- 6 seconds.
 SR0720
 SR0720.The orthometric height was determined by differential leveling
 SR0720.and adjusted by the National Geodetic Survey in June 1991..
 SR0720
 SR0720.The geoid height was determined by GEOID03.
 SR0720
 SR0720.The dynamic height is computed by dividing the NAVD 88
 SR0720.geopotential number by the normal gravity value computed on the
 SR0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0720.degrees latitude (g = 980.6199 gals.).
 SR0720
 SR0720.The modeled gravity was interpolated from observed gravity values.
 SR0720
 SR0720;                    North         East    Units  Estimated Accuracy
 SR0720;SPC MT       -   336,350.      579,540.      MT  (+/- 180 meters Scaled)
 SR0720
 SR0720                          SUPERSEDED SURVEY CONTROL
 SR0720
 SR0720  NGVD 29 (??/??/92) 1106.118  (m)         3628.99   (f) ADJ UNCH    2 0
 SR0720
 SR0720.Superseded values are not recommended for survey control.
 SR0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0720.See file dsdata.txt to determine how the superseded data were derived.
 SR0720
 SR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT929366(NAD 83)
 SR0720_MARKER: DB = BENCH MARK DISK
 SR0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0720_STAMPING: K 185 1961
 SR0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0720+STABILITY: SURFACE MOTION
 SR0720
 SR0720  HISTORY     - Date     Condition        Report By
 SR0720  HISTORY     - 1961     MONUMENTED       CGS
 SR0720
 SR0720                          STATION DESCRIPTION
 SR0720
 SR0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0720'10.0 MI SE FROM DENTON.
 SR0720'ABOUT 8.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0720'PACIFIC RAILROAD FROM THE STATION AT DENTON, THENCE 0.2 MILE NORTH
 SR0720'ALONG A TRAIL ROAD, THENCE 1.8 MILES EAST ALONG A PAVED ROAD, IN
 SR0720'SECTION 35, T 18 N, R 15 E, 48 FEET SOUTH OF THE CENTER LINE OF THE
 SR0720'ROAD, 56 FEET WEST OF THE CENTER OF A GATE AND A TRAIL ROAD, 1 1/2
 SR0720'FEET NORTH OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 SR0720'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SR0720'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0277 ***********************************************************************
 SS0277  DESIGNATION -  K 186
 SS0277  PID         -  SS0277
 SS0277  STATE/COUNTY-  MT/FERGUS
 SS0277  USGS QUAD   -  STROUF ISLAND (1978)
 SS0277
 SS0277                         *CURRENT SURVEY CONTROL
 SS0277  ___________________________________________________________________
 SS0277* NAD 83(1986)-  47 23 17.     (N)    110 05 11.     (W)     SCALED    
 SS0277* NAVD 88     -      1118.778  (meters)    3670.52   (feet)  ADJUSTED  
 SS0277  ___________________________________________________________________
 SS0277  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 SS0277  DYNAMIC HT  -        1118.707 (meters)    3670.29  (feet)  COMP
 SS0277  MODELED GRAV-     980,510.5   (mgal)                       NAVD 88
 SS0277
 SS0277  VERT ORDER  -  SECOND    CLASS 0
 SS0277
 SS0277.The horizontal coordinates were scaled from a topographic map and have
 SS0277.an estimated accuracy of +/- 6 seconds.
 SS0277
 SS0277.The orthometric height was determined by differential leveling
 SS0277.and adjusted by the National Geodetic Survey in June 1991..
 SS0277
 SS0277.The geoid height was determined by GEOID03.
 SS0277
 SS0277.The dynamic height is computed by dividing the NAVD 88
 SS0277.geopotential number by the normal gravity value computed on the
 SS0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0277.degrees latitude (g = 980.6199 gals.).
 SS0277
 SS0277.The modeled gravity was interpolated from observed gravity values.
 SS0277
 SS0277;                    North         East    Units  Estimated Accuracy
 SS0277;SPC MT       -   348,860.      555,750.      MT  (+/- 180 meters Scaled)
 SS0277
 SS0277                          SUPERSEDED SURVEY CONTROL
 SS0277
 SS0277  NGVD 29 (??/??/92) 1117.926  (m)         3667.73   (f) ADJ UNCH    2 0
 SS0277
 SS0277.Superseded values are not recommended for survey control.
 SS0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0277.See file dsdata.txt to determine how the superseded data were derived.
 SS0277
 SS0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT689486(NAD 83)
 SS0277_MARKER: DB = BENCH MARK DISK
 SS0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0277_STAMPING: K 186 1961
 SS0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0277+STABILITY: SURFACE MOTION
 SS0277
 SS0277  HISTORY     - Date     Condition        Report By
 SS0277  HISTORY     - 1961     MONUMENTED       CGS
 SS0277
 SS0277                          STATION DESCRIPTION
 SS0277
 SS0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0277'3.25 MI N FROM COFFEE CREEK.
 SS0277'ABOUT 2.2 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0277'ELEVATOR AT COFFEE CREEK, THENCE 1.05 MILES NORTH ALONG A GRAVELED
 SS0277'ROAD, IN SECTION 20, T 19 N, R 13 E, 57 FEET WEST OF THE CENTER LINE
 SS0277'OF THE ROAD, 64 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 SS0277'GRAVELED ROAD AND A DIRT ROAD LEADING WEST, 26 FEET NORTH OF THE
 SS0277'CENTER LINE OF THE DIRT ROAD, 17 1/2 FEET WEST OF A FENCE CORNER, 2
 SS0277'1/2 FEET SOUTH OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST,
 SS0277'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 SS0277'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0679 ***********************************************************************
 SR0679  DESIGNATION -  K 187
 SR0679  PID         -  SR0679
 SR0679  STATE/COUNTY-  MT/FERGUS
 SR0679  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0679
 SR0679                         *CURRENT SURVEY CONTROL
 SR0679  ___________________________________________________________________
 SR0679* NAD 83(1986)-  47 26 04.     (N)    109 50 33.     (W)     SCALED    
 SR0679* NAVD 88     -      1096.287  (meters)    3596.73   (feet)  ADJUSTED  
 SR0679  ___________________________________________________________________
 SR0679  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 SR0679  DYNAMIC HT  -        1096.216 (meters)    3596.50  (feet)  COMP
 SR0679  MODELED GRAV-     980,509.9   (mgal)                       NAVD 88
 SR0679
 SR0679  VERT ORDER  -  SECOND    CLASS 0
 SR0679
 SR0679.The horizontal coordinates were scaled from a topographic map and have
 SR0679.an estimated accuracy of +/- 6 seconds.
 SR0679
 SR0679.The orthometric height was determined by differential leveling
 SR0679.and adjusted by the National Geodetic Survey in June 1991..
 SR0679
 SR0679.The geoid height was determined by GEOID03.
 SR0679
 SR0679.The dynamic height is computed by dividing the NAVD 88
 SR0679.geopotential number by the normal gravity value computed on the
 SR0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0679.degrees latitude (g = 980.6199 gals.).
 SR0679
 SR0679.The modeled gravity was interpolated from observed gravity values.
 SR0679
 SR0679;                    North         East    Units  Estimated Accuracy
 SR0679;SPC MT       -   353,900.      574,180.      MT  (+/- 180 meters Scaled)
 SR0679
 SR0679                          SUPERSEDED SURVEY CONTROL
 SR0679
 SR0679  NGVD 29 (??/??/92) 1095.439  (m)         3593.95   (f) ADJ UNCH    2 0
 SR0679
 SR0679.Superseded values are not recommended for survey control.
 SR0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0679.See file dsdata.txt to determine how the superseded data were derived.
 SR0679
 SR0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT872540(NAD 83)
 SR0679_MARKER: DB = BENCH MARK DISK
 SR0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0679_STAMPING: K 187 1961
 SR0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0679+STABILITY: SURFACE MOTION
 SR0679
 SR0679  HISTORY     - Date     Condition        Report By
 SR0679  HISTORY     - 1961     MONUMENTED       CGS
 SR0679  HISTORY     - 1973     MARK NOT FOUND   USGS
 SR0679
 SR0679                          STATION DESCRIPTION
 SR0679
 SR0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0679'14.1 MI NE FROM DENTON.
 SR0679'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0679'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE 1.7
 SR0679'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A TRACK
 SR0679'ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0 MILES EAST
 SR0679'ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE NORTH AND 1.8
 SR0679'MILES EAST ALONG A GRAVELED ROAD, THENCE 5.0 MILES NORTH ALONG A
 SR0679'GRAVELED ROAD, IN SECTION 5, T 19 N, R 15 E, ABOUT 450 FEET NORTH OF A
 SR0679'PROMINENT HILL EAST OF A CURVE IN THE ROAD, 0.2 MILE SOUTH OF A GROVE
 SR0679'OF TREES ON THE WEST SIDE OF THE ROAD, 28 FEET EAST OF THE CENTER LINE
 SR0679'OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL
 SR0679'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 SR0679'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SR0679
 SR0679                          STATION RECOVERY (1973)
 SR0679
 SR0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SR0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0041 ***********************************************************************
 RW0041  DESIGNATION -  K 188
 RW0041  PID         -  RW0041
 RW0041  STATE/COUNTY-  MT/JUDITH BASIN
 RW0041  USGS QUAD   -  BANDBOX MOUNTAIN (1995)
 RW0041
 RW0041                         *CURRENT SURVEY CONTROL
 RW0041  ___________________________________________________________________
 RW0041* NAD 83(1986)-  46 54 43.     (N)    110 24 43.     (W)     SCALED    
 RW0041* NAVD 88     -      1731.238  (meters)    5679.90   (feet)  ADJUSTED  
 RW0041  ___________________________________________________________________
 RW0041  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 RW0041  DYNAMIC HT  -        1730.705 (meters)    5678.15  (feet)  COMP
 RW0041  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 RW0041
 RW0041  VERT ORDER  -  SECOND    CLASS 0
 RW0041
 RW0041.The horizontal coordinates were scaled from a topographic map and have
 RW0041.an estimated accuracy of +/- 6 seconds.
 RW0041
 RW0041.The orthometric height was determined by differential leveling
 RW0041.and adjusted by the National Geodetic Survey in June 1991..
 RW0041
 RW0041.The geoid height was determined by GEOID03.
 RW0041
 RW0041.The dynamic height is computed by dividing the NAVD 88
 RW0041.geopotential number by the normal gravity value computed on the
 RW0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0041.degrees latitude (g = 980.6199 gals.).
 RW0041
 RW0041.The modeled gravity was interpolated from observed gravity values.
 RW0041
 RW0041;                    North         East    Units  Estimated Accuracy
 RW0041;SPC MT       -   296,200.      530,570.      MT  (+/- 180 meters Scaled)
 RW0041
 RW0041                          SUPERSEDED SURVEY CONTROL
 RW0041
 RW0041  NGVD 29 (??/??/92) 1730.085  (m)         5676.12   (f) ADJ UNCH    2 0
 RW0041
 RW0041.Superseded values are not recommended for survey control.
 RW0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0041.See file dsdata.txt to determine how the superseded data were derived.
 RW0041
 RW0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS447955(NAD 83)
 RW0041_MARKER: DB = BENCH MARK DISK
 RW0041_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RW0041_SP_SET: 19 FEET
 RW0041_STAMPING: K 188 1961
 RW0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0041
 RW0041  HISTORY     - Date     Condition        Report By
 RW0041  HISTORY     - 1961     MONUMENTED       CGS
 RW0041
 RW0041                          STATION DESCRIPTION
 RW0041
 RW0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0041'20.0 MI SW FROM UTICA.
 RW0041'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0041'CHURCH AT UTICA, THENCE 9.75 MILES WEST ALONG A WINDING DIRT ROAD, IN
 RW0041'SECTION 2, T 13 N, R 10 E, 8.0 MILES WEST OF THE HEADQUARTERS FOR THE
 RW0041'JUDITH GAME MANAGEMENT AREA, 0.9 MILE WEST OF BEAR GULCH, IN LEWIS AND
 RW0041'CLARK NATIONAL FOREST, 52 FEET NORTHEAST OF THE CENTER LINE OF THE
 RW0041'ROAD, 35 FEET SOUTH OF THE SOUTH BANK OF YOGO CREEK, 1.0 FOOT
 RW0041'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK
 RW0041'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 RW0041'OF 19 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0236 ***********************************************************************
 SS0236  DESIGNATION -  K 189
 SS0236  PID         -  SS0236
 SS0236  STATE/COUNTY-  MT/JUDITH BASIN
 SS0236  USGS QUAD   -  STANFORD (1978)
 SS0236
 SS0236                         *CURRENT SURVEY CONTROL
 SS0236  ___________________________________________________________________
 SS0236* NAD 83(1986)-  47 10 18.     (N)    110 12 03.     (W)     SCALED    
 SS0236* NAVD 88     -      1282.103  (meters)    4206.37   (feet)  ADJUSTED  
 SS0236  ___________________________________________________________________
 SS0236  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 SS0236  DYNAMIC HT  -        1281.935 (meters)    4205.82  (feet)  COMP
 SS0236  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 SS0236
 SS0236  VERT ORDER  -  SECOND    CLASS 0
 SS0236
 SS0236.The horizontal coordinates were scaled from a topographic map and have
 SS0236.an estimated accuracy of +/- 6 seconds.
 SS0236
 SS0236.The orthometric height was determined by differential leveling
 SS0236.and adjusted by the National Geodetic Survey in June 1991..
 SS0236
 SS0236.The geoid height was determined by GEOID03.
 SS0236
 SS0236.The dynamic height is computed by dividing the NAVD 88
 SS0236.geopotential number by the normal gravity value computed on the
 SS0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0236.degrees latitude (g = 980.6199 gals.).
 SS0236
 SS0236.The modeled gravity was interpolated from observed gravity values.
 SS0236
 SS0236;                    North         East    Units  Estimated Accuracy
 SS0236;SPC MT       -   324,890.      546,900.      MT  (+/- 180 meters Scaled)
 SS0236
 SS0236                          SUPERSEDED SURVEY CONTROL
 SS0236
 SS0236  NGVD 29 (??/??/92) 1281.186  (m)         4203.36   (f) ADJ UNCH    2 0
 SS0236
 SS0236.Superseded values are not recommended for survey control.
 SS0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0236.See file dsdata.txt to determine how the superseded data were derived.
 SS0236
 SS0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT605245(NAD 83)
 SS0236_MARKER: DB = BENCH MARK DISK
 SS0236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0236_SP_SET: 7 FT.
 SS0236_STAMPING: K 189 1961
 SS0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0236
 SS0236  HISTORY     - Date     Condition        Report By
 SS0236  HISTORY     - 1961     MONUMENTED       CGS
 SS0236
 SS0236                          STATION DESCRIPTION
 SS0236
 SS0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0236'2.1 MI NE FROM STANFORD.
 SS0236'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0236'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 1.0 MILE NORTH ALONG
 SS0236'STATE SECONDARY ROAD 230, IN SECTION 9, T 16 N, R 12 E, 79 FEET WEST
 SS0236'OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH OF THE CENTER LINE OF AN
 SS0236'EAST-WEST ROAD, 83 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 SS0236'THE ROADS, 21 FEET WEST OF A POWER POLE, 1 1/2 FEET NORTH OF A FENCE,
 SS0236'1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A
 SS0236'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SS0236'DEPTH OF 7 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 10
 SS0236'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0395 ***********************************************************************
 TN0395  DESIGNATION -  K 19
 TN0395  PID         -  TN0395
 TN0395  STATE/COUNTY-  MT/SANDERS
 TN0395  USGS QUAD   -  SMEADS BENCH (1983)
 TN0395
 TN0395                         *CURRENT SURVEY CONTROL
 TN0395  ___________________________________________________________________
 TN0395* NAD 83(1986)-  48 01 46.     (N)    115 50 20.     (W)     SCALED    
 TN0395* NAVD 88     -       689.602  (meters)    2262.47   (feet)  ADJUSTED  
 TN0395  ___________________________________________________________________
 TN0395  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 TN0395  DYNAMIC HT  -         689.621 (meters)    2262.53  (feet)  COMP
 TN0395  MODELED GRAV-     980,617.3   (mgal)                       NAVD 88
 TN0395
 TN0395  VERT ORDER  -  SECOND    CLASS 0
 TN0395
 TN0395.The horizontal coordinates were scaled from a topographic map and have
 TN0395.an estimated accuracy of +/- 6 seconds.
 TN0395
 TN0395.The orthometric height was determined by differential leveling
 TN0395.and adjusted by the National Geodetic Survey in June 1991..
 TN0395
 TN0395.The geoid height was determined by GEOID03.
 TN0395
 TN0395.The dynamic height is computed by dividing the NAVD 88
 TN0395.geopotential number by the normal gravity value computed on the
 TN0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0395.degrees latitude (g = 980.6199 gals.).
 TN0395
 TN0395.The modeled gravity was interpolated from observed gravity values.
 TN0395
 TN0395;                    North         East    Units  Estimated Accuracy
 TN0395;SPC MT       -   439,080.      127,960.      MT  (+/- 180 meters Scaled)
 TN0395
 TN0395                          SUPERSEDED SURVEY CONTROL
 TN0395
 TN0395  NGVD 29 (??/??/92)  688.435  (m)         2258.64   (f) ADJ UNCH    2 0
 TN0395
 TN0395.Superseded values are not recommended for survey control.
 TN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0395.See file dsdata.txt to determine how the superseded data were derived.
 TN0395
 TN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP865202(NAD 83)
 TN0395_MARKER: DD = SURVEY DISK
 TN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0395_STAMPING: K 19 1929
 TN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0395+STABILITY: SURFACE MOTION
 TN0395
 TN0395  HISTORY     - Date     Condition        Report By
 TN0395  HISTORY     - 1929     MONUMENTED       USGS
 TN0395  HISTORY     - 1944     MARK NOT FOUND   NGS
 TN0395
 TN0395                          STATION DESCRIPTION
 TN0395
 TN0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TN0395'0.6 MI W FROM NOXON.
 TN0395'0.6 MILE WEST ALONG THE ROAD FROM THE NORTHERN PACIFIC RAILWAY STATION
 TN0395'AT NOXON, THENCE 4.1 MILES NORTH AND WEST ALONG U.S. HIGHWAY 10 A, AND
 TN0395'ABOUT 0.4 MILE NORTH ALONG THE BULL LAKE ROAD.  50 FEET EAST OF THE
 TN0395'JUNCTION OF A SIDE ROAD, AT THE SOUTH EDGE OF THE MAIN ROAD, AND LEVEL
 TN0395'WITH THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 TN0395'STAMPED K 19 1929 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 TN0395'GRADING HAD BEEN DONE ALONG THE ROAD AT THIS POINT THAT MAY HAVE
 TN0395'COVERED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0151 ***********************************************************************
 SS0151  DESIGNATION -  K 190
 SS0151  PID         -  SS0151
 SS0151  STATE/COUNTY-  MT/JUDITH BASIN
 SS0151  USGS QUAD   -  WOLF BUTTE (1995)
 SS0151
 SS0151                         *CURRENT SURVEY CONTROL
 SS0151  ___________________________________________________________________
 SS0151* NAD 83(1986)-  47 02 13.     (N)    110 27 37.     (W)     SCALED    
 SS0151* NAVD 88     -      1617.373  (meters)    5306.33   (feet)  ADJUSTED  
 SS0151  ___________________________________________________________________
 SS0151  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 SS0151  DYNAMIC HT  -        1616.988 (meters)    5305.07  (feet)  COMP
 SS0151  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 SS0151
 SS0151  VERT ORDER  -  SECOND    CLASS 0
 SS0151
 SS0151.The horizontal coordinates were scaled from a topographic map and have
 SS0151.an estimated accuracy of +/- 6 seconds.
 SS0151
 SS0151.The orthometric height was determined by differential leveling
 SS0151.and adjusted by the National Geodetic Survey in June 1991..
 SS0151
 SS0151.The geoid height was determined by GEOID03.
 SS0151
 SS0151.The dynamic height is computed by dividing the NAVD 88
 SS0151.geopotential number by the normal gravity value computed on the
 SS0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0151.degrees latitude (g = 980.6199 gals.).
 SS0151
 SS0151.The modeled gravity was interpolated from observed gravity values.
 SS0151
 SS0151;                    North         East    Units  Estimated Accuracy
 SS0151;SPC MT       -   310,130.      527,060.      MT  (+/- 180 meters Scaled)
 SS0151
 SS0151                          SUPERSEDED SURVEY CONTROL
 SS0151
 SS0151  NGVD 29 (??/??/92) 1616.307  (m)         5302.83   (f) ADJ UNCH    2 0
 SS0151
 SS0151.Superseded values are not recommended for survey control.
 SS0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0151.See file dsdata.txt to determine how the superseded data were derived.
 SS0151
 SS0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT410094(NAD 83)
 SS0151_MARKER: DB = BENCH MARK DISK
 SS0151_SETTING: 66 = SET IN ROCK OUTCROP
 SS0151_SP_SET: ROCK CLIFF
 SS0151_STAMPING: K 190 1961
 SS0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0151+STABILITY: POSITION/ELEVATION WELL
 SS0151
 SS0151  HISTORY     - Date     Condition        Report By
 SS0151  HISTORY     - 1961     MONUMENTED       CGS
 SS0151
 SS0151                          STATION DESCRIPTION
 SS0151
 SS0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0151'19.55 MI SW FROM STANFORD.
 SS0151'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0151'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0151'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0151'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 5.15 MILES WEST ALONG A
 SS0151'GRAVELED ROAD, THENCE 0.75 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN
 SS0151'SECTION 21, T 15 N, R 10 E, 0.8 MILE NORTHEAST OF A SIGN WHICH READS
 SS0151'LEWIS AND CLARK NATIONAL FOREST, 94 FEET WEST OF THE CENTER LINE OF
 SS0151'THE ROAD, SET IN THE TOP OF THE BASE OF A SMALL ROCK CLIFF, 86 FEET
 SS0151'WEST OF THE SOUTHWEST CORNER OF A BRIDGE OVER DRY WOLF CREEK, AND
 SS0151'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0302 ***********************************************************************
 SS0302  DESIGNATION -  K 191
 SS0302  PID         -  SS0302
 SS0302  STATE/COUNTY-  MT/CASCADE
 SS0302  USGS QUAD   -  MONARCH (1995)
 SS0302
 SS0302                         *CURRENT SURVEY CONTROL
 SS0302  ___________________________________________________________________
 SS0302* NAD 83(1986)-  47 00 46.     (N)    110 46 13.     (W)     SCALED    
 SS0302* NAVD 88     -      1529.988  (meters)    5019.64   (feet)  ADJUSTED  
 SS0302  ___________________________________________________________________
 SS0302  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 SS0302  DYNAMIC HT  -        1529.649 (meters)    5018.52  (feet)  COMP
 SS0302  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 SS0302
 SS0302  VERT ORDER  -  SECOND    CLASS 0
 SS0302
 SS0302.The horizontal coordinates were scaled from a topographic map and have
 SS0302.an estimated accuracy of +/- 6 seconds.
 SS0302
 SS0302.The orthometric height was determined by differential leveling
 SS0302.and adjusted by the National Geodetic Survey in June 1991..
 SS0302
 SS0302.The geoid height was determined by GEOID03.
 SS0302
 SS0302.The dynamic height is computed by dividing the NAVD 88
 SS0302.geopotential number by the normal gravity value computed on the
 SS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0302.degrees latitude (g = 980.6199 gals.).
 SS0302
 SS0302.The modeled gravity was interpolated from observed gravity values.
 SS0302
 SS0302;                    North         East    Units  Estimated Accuracy
 SS0302;SPC MT       -   307,780.      503,470.      MT  (+/- 180 meters Scaled)
 SS0302
 SS0302                          SUPERSEDED SURVEY CONTROL
 SS0302
 SS0302  NGVD 29 (??/??/92) 1528.939  (m)         5016.19   (f) ADJ UNCH    2 0
 SS0302
 SS0302.Superseded values are not recommended for survey control.
 SS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0302.See file dsdata.txt to determine how the superseded data were derived.
 SS0302
 SS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT174066(NAD 83)
 SS0302_MARKER: DB = BENCH MARK DISK
 SS0302_SETTING: 66 = SET IN ROCK OUTCROP
 SS0302_SP_SET: ROCK CLIFF
 SS0302_STAMPING: K 191 1961
 SS0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0302+STABILITY: POSITION/ELEVATION WELL
 SS0302
 SS0302  HISTORY     - Date     Condition        Report By
 SS0302  HISTORY     - 1961     MONUMENTED       CGS
 SS0302
 SS0302                          STATION DESCRIPTION
 SS0302
 SS0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0302'6.1 MI NW FROM NEIHART.
 SS0302'ABOUT 6.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE
 SS0302'AT NEIHART, OR 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE
 SS0302'DISTRICT 23 SCHOOL AT MONARCH, IN SECTION 31, T 15 N, R 8 E, 0.9 MILE
 SS0302'NORTHWEST OF BELT CREEK RANGE STATION, 30 FEET EAST OF THE CENTER LINE
 SS0302'OF THE HIGHWAY, SET IN THE TOP OF THE FOOT OF A SOLID ROCK CLIFF, AND
 SS0302'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0516 ***********************************************************************
 SS0516  DESIGNATION -  K 192
 SS0516  PID         -  SS0516
 SS0516  STATE/COUNTY-  MT/CASCADE
 SS0516  USGS QUAD   -  RICEVILLE (1995)
 SS0516
 SS0516                         *CURRENT SURVEY CONTROL
 SS0516  ___________________________________________________________________
 SS0516* NAD 83(1986)-  47 12 34.     (N)    110 55 47.     (W)     SCALED    
 SS0516* NAVD 88     -      1269.593  (meters)    4165.32   (feet)  ADJUSTED  
 SS0516  ___________________________________________________________________
 SS0516  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 SS0516  DYNAMIC HT  -        1269.413 (meters)    4164.73  (feet)  COMP
 SS0516  MODELED GRAV-     980,426.6   (mgal)                       NAVD 88
 SS0516
 SS0516  VERT ORDER  -  SECOND    CLASS 0
 SS0516
 SS0516.The horizontal coordinates were scaled from a topographic map and have
 SS0516.an estimated accuracy of +/- 6 seconds.
 SS0516
 SS0516.The orthometric height was determined by differential leveling
 SS0516.and adjusted by the National Geodetic Survey in June 1991..
 SS0516
 SS0516.The geoid height was determined by GEOID03.
 SS0516
 SS0516.The dynamic height is computed by dividing the NAVD 88
 SS0516.geopotential number by the normal gravity value computed on the
 SS0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0516.degrees latitude (g = 980.6199 gals.).
 SS0516
 SS0516.The modeled gravity was interpolated from observed gravity values.
 SS0516
 SS0516;                    North         East    Units  Estimated Accuracy
 SS0516;SPC MT       -   329,840.      491,760.      MT  (+/- 180 meters Scaled)
 SS0516
 SS0516                          SUPERSEDED SURVEY CONTROL
 SS0516
 SS0516  NGVD 29 (??/??/92) 1268.616  (m)         4162.12   (f) ADJ UNCH    2 0
 SS0516
 SS0516.Superseded values are not recommended for survey control.
 SS0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0516.See file dsdata.txt to determine how the superseded data were derived.
 SS0516
 SS0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT053284(NAD 83)
 SS0516_MARKER: DB = BENCH MARK DISK
 SS0516_SETTING: 66 = SET IN ROCK OUTCROP
 SS0516_SP_SET: OUTCROP
 SS0516_STAMPING: K 192 1961
 SS0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0516+STABILITY: POSITION/ELEVATION WELL
 SS0516
 SS0516  HISTORY     - Date     Condition        Report By
 SS0516  HISTORY     - 1961     MONUMENTED       CGS
 SS0516  HISTORY     - 1965     GOOD             MTDH
 SS0516
 SS0516                          STATION DESCRIPTION
 SS0516
 SS0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0516'14.1 MI S FROM BELT.
 SS0516'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0516'STATION AT BELT, THENCE 10.75 MILES SOUTH ALONG U. S. HIGHWAY 89, OR
 SS0516'11.7 MILES NORTHWEST ALONG U. S. HIGHWAY 89 FROM THE DISTRICT 23
 SS0516'SCHOOL AT MONARCH, IN SECTION 26, T 17 N, R 6 E, 0.1 MILE WEST OF A
 SS0516'CURVE IN THE HIGHWAY, 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 SS0516'SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND, 4.5 FEET SOUTH
 SS0516'OF A METAL WITNESS POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 SS0516'HIGHWAY.
 SS0516
 SS0516                          STATION RECOVERY (1965)
 SS0516
 SS0516'RECOVERY NOTE BY MONTANA DEPARTMENT OF HIGHWAYS 1965
 SS0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0522 ***********************************************************************
 SR0522  DESIGNATION -  K 193
 SR0522  PID         -  SR0522
 SR0522  STATE/COUNTY-  MT/FERGUS
 SR0522  USGS QUAD   -  HILGER NW (1985)
 SR0522
 SR0522                         *CURRENT SURVEY CONTROL
 SR0522  ___________________________________________________________________
 SR0522* NAD 83(1986)-  47 23 17.     (N)    109 29 30.     (W)     SCALED    
 SR0522* NAVD 88     -      1129.219  (meters)    3704.78   (feet)  ADJUSTED  
 SR0522  ___________________________________________________________________
 SR0522  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 SR0522  DYNAMIC HT  -        1129.148 (meters)    3704.55  (feet)  COMP
 SR0522  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 SR0522
 SR0522  VERT ORDER  -  SECOND    CLASS 0
 SR0522
 SR0522.The horizontal coordinates were scaled from a topographic map and have
 SR0522.an estimated accuracy of +/- 6 seconds.
 SR0522
 SR0522.The orthometric height was determined by differential leveling
 SR0522.and adjusted by the National Geodetic Survey in June 1991..
 SR0522
 SR0522.The geoid height was determined by GEOID03.
 SR0522
 SR0522.The dynamic height is computed by dividing the NAVD 88
 SR0522.geopotential number by the normal gravity value computed on the
 SR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0522.degrees latitude (g = 980.6199 gals.).
 SR0522
 SR0522.The modeled gravity was interpolated from observed gravity values.
 SR0522
 SR0522;                    North         East    Units  Estimated Accuracy
 SR0522;SPC MT       -   348,690.      600,630.      MT  (+/- 180 meters Scaled)
 SR0522
 SR0522                          SUPERSEDED SURVEY CONTROL
 SR0522
 SR0522  NGVD 29 (??/??/92) 1128.383  (m)         3702.04   (f) ADJ UNCH    2 0
 SR0522
 SR0522.Superseded values are not recommended for survey control.
 SR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0522.See file dsdata.txt to determine how the superseded data were derived.
 SR0522
 SR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT138493(NAD 83)
 SR0522_MARKER: DB = BENCH MARK DISK
 SR0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0522_STAMPING: K 193 1961
 SR0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0522+STABILITY: SURFACE MOTION
 SR0522
 SR0522  HISTORY     - Date     Condition        Report By
 SR0522  HISTORY     - 1961     MONUMENTED       CGS
 SR0522
 SR0522                          STATION DESCRIPTION
 SR0522
 SR0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0522'14.0 MI SW FROM SUFFOLK.
 SR0522'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0522'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0522'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 7.45 MILES SOUTH
 SR0522'ALONG A GRAVELED ROAD, IN SECTION 31, T 19 N, R 18 E, ON THE CREST OF
 SR0522'A LONG HILL 0.5 MILE NORTH OF THE BAR L.C. RANCH, 96 FEET NORTHWEST OF
 SR0522'THE CENTER OF THE JUNCTION OF THE ROAD AND A TRAIL ROAD LEADING
 SR0522'SOUTHWEST, 71 FEET WEST OF THE CENTER LINE OF THE ROAD, 59 FEET NORTH
 SR0522'OF THE CENTER LINE OF THE TRAIL ROAD, 1 1/2 FEET SOUTHEAST OF A FENCE,
 SR0522'2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE
 SR0522'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SR0522'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0502 ***********************************************************************
 SR0502  DESIGNATION -  K 194
 SR0502  PID         -  SR0502
 SR0502  STATE/COUNTY-  MT/FERGUS
 SR0502  USGS QUAD   -  KENDALL (1985)
 SR0502
 SR0502                         *CURRENT SURVEY CONTROL
 SR0502  ___________________________________________________________________
 SR0502* NAD 83(1986)-  47 20 44.     (N)    109 23 50.     (W)     SCALED    
 SR0502* NAVD 88     -      1166.380  (meters)    3826.70   (feet)  ADJUSTED  
 SR0502  ___________________________________________________________________
 SR0502  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 SR0502  DYNAMIC HT  -        1166.287 (meters)    3826.39  (feet)  COMP
 SR0502  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 SR0502
 SR0502  VERT ORDER  -  SECOND    CLASS 0
 SR0502
 SR0502.The horizontal coordinates were scaled from a topographic map and have
 SR0502.an estimated accuracy of +/- 6 seconds.
 SR0502
 SR0502.The orthometric height was determined by differential leveling
 SR0502.and adjusted by the National Geodetic Survey in June 1991..
 SR0502
 SR0502.The geoid height was determined by GEOID03.
 SR0502
 SR0502.The dynamic height is computed by dividing the NAVD 88
 SR0502.geopotential number by the normal gravity value computed on the
 SR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0502.degrees latitude (g = 980.6199 gals.).
 SR0502
 SR0502.The modeled gravity was interpolated from observed gravity values.
 SR0502
 SR0502;                    North         East    Units  Estimated Accuracy
 SR0502;SPC MT       -   343,980.      607,760.      MT  (+/- 180 meters Scaled)
 SR0502
 SR0502                          SUPERSEDED SURVEY CONTROL
 SR0502
 SR0502  NGVD 29 (??/??/92) 1165.531  (m)         3823.91   (f) ADJ UNCH    2 0
 SR0502
 SR0502.Superseded values are not recommended for survey control.
 SR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0502.See file dsdata.txt to determine how the superseded data were derived.
 SR0502
 SR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT210448(NAD 83)
 SR0502_MARKER: DB = BENCH MARK DISK
 SR0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0502_STAMPING: K 194 1961
 SR0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0502+STABILITY: SURFACE MOTION
 SR0502
 SR0502  HISTORY     - Date     Condition        Report By
 SR0502  HISTORY     - 1961     MONUMENTED       CGS
 SR0502
 SR0502                          STATION DESCRIPTION
 SR0502
 SR0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0502'2.15 MI W FROM MOULTON.
 SR0502'ABOUT 2.15 MILES WEST ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT
 SR0502'MOULTON, IN SECTION 11, T 18 N, R 18 E, 0.1 MILE WEST OF A GROVE OF
 SR0502'TREES AND THE FARMHOUSE OWNED BY MR. W. F. BUTLER, 0.35 MILE EAST OF A
 SR0502'SHARP CURVE IN THE ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 SR0502'1 1/2 FEET NORTH OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 SR0502'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 SR0502'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0104 ***********************************************************************
 SR0104  DESIGNATION -  K 195
 SR0104  PID         -  SR0104
 SR0104  STATE/COUNTY-  MT/FERGUS
 SR0104  USGS QUAD   -  ROY (1985)
 SR0104
 SR0104                         *CURRENT SURVEY CONTROL
 SR0104  ___________________________________________________________________
 SR0104* NAD 83(1986)-  47 20 52.     (N)    108 57 08.     (W)     SCALED    
 SR0104* NAVD 88     -      1077.531  (meters)    3535.20   (feet)  ADJUSTED  
 SR0104  ___________________________________________________________________
 SR0104  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 SR0104  DYNAMIC HT  -        1077.476 (meters)    3535.02  (feet)  COMP
 SR0104  MODELED GRAV-     980,523.8   (mgal)                       NAVD 88
 SR0104
 SR0104  VERT ORDER  -  SECOND    CLASS 0
 SR0104
 SR0104.The horizontal coordinates were scaled from a topographic map and have
 SR0104.an estimated accuracy of +/- 6 seconds.
 SR0104
 SR0104.The orthometric height was determined by differential leveling
 SR0104.and adjusted by the National Geodetic Survey in June 1991..
 SR0104
 SR0104.The geoid height was determined by GEOID03.
 SR0104
 SR0104.The dynamic height is computed by dividing the NAVD 88
 SR0104.geopotential number by the normal gravity value computed on the
 SR0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0104.degrees latitude (g = 980.6199 gals.).
 SR0104
 SR0104.The modeled gravity was interpolated from observed gravity values.
 SR0104
 SR0104;                    North         East    Units  Estimated Accuracy
 SR0104;SPC MT       -   344,360.      641,370.      MT  (+/- 180 meters Scaled)
 SR0104
 SR0104                          SUPERSEDED SURVEY CONTROL
 SR0104
 SR0104  NGVD 29 (??/??/92) 1076.732  (m)         3532.58   (f) ADJ UNCH    2 0
 SR0104
 SR0104.Superseded values are not recommended for survey control.
 SR0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0104.See file dsdata.txt to determine how the superseded data were derived.
 SR0104
 SR0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT546458(NAD 83)
 SR0104_MARKER: DB = BENCH MARK DISK
 SR0104_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0104_SP_SET: 14 FT
 SR0104_STAMPING: K 195 1961
 SR0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0104
 SR0104  HISTORY     - Date     Condition        Report By
 SR0104  HISTORY     - 1961     MONUMENTED       CGS
 SR0104
 SR0104                          STATION DESCRIPTION
 SR0104
 SR0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0104'1.05 MI N FROM ROY.
 SR0104'ABOUT 0.25 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0104'PACIFIC RAILROAD FROM THE STATION AT ROY, THENCE 0.8 MILE NORTH ALONG
 SR0104'A GRAVELED ROAD, IN SECTION 7, T 19 N, R 22 E, 30 FEET EAST OF THE
 SR0104'CENTER LINE OF THE ROAD, 1 TELEPHONE POLE NORTH OF THE CREST OF A
 SR0104'HILL, 1 FOOT WEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS
 SR0104'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 SR0104'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS
 SR0104'ENCASED IN A 6-INCH TILE THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0390 ***********************************************************************
 RV0390  DESIGNATION -  K 196
 RV0390  PID         -  RV0390
 RV0390  STATE/COUNTY-  MT/WHEATLAND
 RV0390  USGS QUAD   -  OXFORD (1986)
 RV0390
 RV0390                         *CURRENT SURVEY CONTROL
 RV0390  ___________________________________________________________________
 RV0390* NAD 83(1986)-  46 34 43.     (N)    109 40 24.     (W)     SCALED    
 RV0390* NAVD 88     -      1341.602  (meters)    4401.57   (feet)  ADJUSTED  
 RV0390  ___________________________________________________________________
 RV0390  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 RV0390  DYNAMIC HT  -        1341.332 (meters)    4400.69  (feet)  COMP
 RV0390  MODELED GRAV-     980,365.4   (mgal)                       NAVD 88
 RV0390
 RV0390  VERT ORDER  -  FIRST     CLASS II
 RV0390
 RV0390.The horizontal coordinates were scaled from a topographic map and have
 RV0390.an estimated accuracy of +/- 6 seconds.
 RV0390
 RV0390.The orthometric height was determined by differential leveling
 RV0390.and adjusted by the National Geodetic Survey in June 1991..
 RV0390
 RV0390.The geoid height was determined by GEOID03.
 RV0390
 RV0390.The dynamic height is computed by dividing the NAVD 88
 RV0390.geopotential number by the normal gravity value computed on the
 RV0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0390.degrees latitude (g = 980.6199 gals.).
 RV0390
 RV0390.The modeled gravity was interpolated from observed gravity values.
 RV0390
 RV0390;                    North         East    Units  Estimated Accuracy
 RV0390;SPC MT       -   258,780.      586,720.      MT  (+/- 180 meters Scaled)
 RV0390
 RV0390                          SUPERSEDED SURVEY CONTROL
 RV0390
 RV0390  NGVD 29 (??/??/92) 1340.661  (m)         4398.49   (f) ADJ UNCH    1 2
 RV0390
 RV0390.Superseded values are not recommended for survey control.
 RV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0390.See file dsdata.txt to determine how the superseded data were derived.
 RV0390
 RV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS016591(NAD 83)
 RV0390_MARKER: DB = BENCH MARK DISK
 RV0390_SETTING: 66 = SET IN ROCK OUTCROP
 RV0390_SP_SET: ROCK OUTCROP
 RV0390_STAMPING: K 196 1961
 RV0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0390+STABILITY: POSITION/ELEVATION WELL
 RV0390
 RV0390  HISTORY     - Date     Condition        Report By
 RV0390  HISTORY     - 1961     MONUMENTED       CGS
 RV0390
 RV0390                          STATION DESCRIPTION
 RV0390
 RV0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0390'7.9 MI SE FROM JUDITH GAP.
 RV0390'ABOUT 7.9 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0390'STATION AT JUDITH GAP, 0.2 MILES NORTHWEST OF MILEPOLE 94, 0.1 MILE
 RV0390'NORTH OF A GROUP OF STOCK PENS, 322 FEET SOUTHWEST OF THE SOUTHWEST
 RV0390'RIGHT-OF-WAY FENCE, 367 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 179 FEET
 RV0390'EAST OF THE CENTER LINE OF A TRAIL ROAD, IN THE CENTER OF A NARROW
 RV0390'SHALLOW DRAW, ABOUT 6 FEET ABOVE THE TRACK AND SET IN A FLAT HARD ROCK
 RV0390'OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0182 ***********************************************************************
 SS0182  DESIGNATION -  K 197
 SS0182  PID         -  SS0182
 SS0182  STATE/COUNTY-  MT/JUDITH BASIN
 SS0182  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0182
 SS0182                         *CURRENT SURVEY CONTROL
 SS0182  ___________________________________________________________________
 SS0182* NAD 83(1986)-  47 11 56.     (N)    110 24 16.     (W)     SCALED    
 SS0182* NAVD 88     -      1401.052  (meters)    4596.62   (feet)  ADJUSTED  
 SS0182  ___________________________________________________________________
 SS0182  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 SS0182  DYNAMIC HT  -        1400.860 (meters)    4595.99  (feet)  COMP
 SS0182  MODELED GRAV-     980,426.1   (mgal)                       NAVD 88
 SS0182
 SS0182  VERT ORDER  -  FIRST     CLASS II
 SS0182
 SS0182.The horizontal coordinates were scaled from a topographic map and have
 SS0182.an estimated accuracy of +/- 6 seconds.
 SS0182
 SS0182.The orthometric height was determined by differential leveling
 SS0182.and adjusted by the National Geodetic Survey in June 1991..
 SS0182
 SS0182.The geoid height was determined by GEOID03.
 SS0182
 SS0182.The dynamic height is computed by dividing the NAVD 88
 SS0182.geopotential number by the normal gravity value computed on the
 SS0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0182.degrees latitude (g = 980.6199 gals.).
 SS0182
 SS0182.The modeled gravity was interpolated from observed gravity values.
 SS0182
 SS0182;                    North         East    Units  Estimated Accuracy
 SS0182;SPC MT       -   328,070.      531,510.      MT  (+/- 180 meters Scaled)
 SS0182
 SS0182                          SUPERSEDED SURVEY CONTROL
 SS0182
 SS0182  NGVD 29 (??/??/92) 1400.103  (m)         4593.50   (f) ADJ UNCH    1 2
 SS0182
 SS0182.Superseded values are not recommended for survey control.
 SS0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0182.See file dsdata.txt to determine how the superseded data were derived.
 SS0182
 SS0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT451274(NAD 83)
 SS0182_MARKER: DB = BENCH MARK DISK
 SS0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0182_SP_SET: 10.5 FT.
 SS0182_STAMPING: K 197 1961
 SS0182_PROJECTION: FLUSH
 SS0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0182_ROD/PIPE-DEPTH: 3.4  meters
 SS0182
 SS0182  HISTORY     - Date     Condition        Report By
 SS0182  HISTORY     - 1961     MONUMENTED       CGS
 SS0182  HISTORY     - 1980     GOOD             NGS
 SS0182
 SS0182                          STATION DESCRIPTION
 SS0182
 SS0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0182'8.0 MI SE FROM GEYSER.
 SS0182'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0182'AT GEYSER, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5
 SS0182'MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 3.0 MILES SOUTH ALONG A
 SS0182'GRAVELED ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, OR 0.3
 SS0182'MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS0182'STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD 230,
 SS0182'THENCE 7.55 MILES NORTHWEST ALONG U.S. HIGHWAY 87, THENCE 1.0 MILE
 SS0182'WEST ALONG A GRAVELED ROAD, IN SECTION 26, T 17 N, R 10 E, 1.0 MILE
 SS0182'WEST OF THE JUNCTION OF THE GRAVELED AND U.S. HIGHWAY 87, 28 FEET
 SS0182'NORTH OF THE CENTER LINE OF THE ROAD, 11 FEET WEST OF A TELEPHONE
 SS0182'POLE, 22 FEET EAST OF THE CENTER OF A WIRE GATE, 2 FEET SOUTH OF A
 SS0182'FENCE, 0.9 NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A
 SS0182'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SS0182'DEPTH OF 10 1/2 FEET AND ENCASED IN A 6-INCH TILE.
 SS0182
 SS0182                          STATION RECOVERY (1980)
 SS0182
 SS0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0182'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 87 FROM THE SCHOOL HOUSE IN
 SS0182'GEYSER THENCE 4.8 KM (3.0 MI) SOUTH ALONG A GRAVELED ROAD THENCE 4.8
 SS0182'KM (3.0 MI) EAST ALONG A GRAVELED ROAD AT A FIELD ENTRANCE ROAD ON THE
 SS0182'LEFT, 8.5 METERS (28 FT) NORTH OF THE ROAD CENTER, 6.7 METERS
 SS0182'(22 FT) EAST OF THE CENTER OF A GATE, 3.4 METERS (11.0 FT) WEST OF
 SS0182'A UTILITY POLE AND 0.6 METER (2.0 FT) SOUTH OF A FENCE.
 SS0182'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 SS0182'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0476 ***********************************************************************
 RV0476  DESIGNATION -  K 198
 RV0476  PID         -  RV0476
 RV0476  STATE/COUNTY-  MT/FERGUS
 RV0476  USGS QUAD   -  MOORE (1970)
 RV0476
 RV0476                         *CURRENT SURVEY CONTROL
 RV0476  ___________________________________________________________________
 RV0476* NAD 83(1986)-  46 53 47.     (N)    109 39 00.     (W)     SCALED    
 RV0476* NAVD 88     -      1358.592  (meters)    4457.31   (feet)  ADJUSTED  
 RV0476  ___________________________________________________________________
 RV0476  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 RV0476  DYNAMIC HT  -        1358.361 (meters)    4456.56  (feet)  COMP
 RV0476  MODELED GRAV-     980,395.8   (mgal)                       NAVD 88
 RV0476
 RV0476  VERT ORDER  -  SECOND    CLASS 0
 RV0476
 RV0476.The horizontal coordinates were scaled from a topographic map and have
 RV0476.an estimated accuracy of +/- 6 seconds.
 RV0476
 RV0476.The orthometric height was determined by differential leveling
 RV0476.and adjusted by the National Geodetic Survey in June 1991..
 RV0476
 RV0476.The geoid height was determined by GEOID03.
 RV0476
 RV0476.The dynamic height is computed by dividing the NAVD 88
 RV0476.geopotential number by the normal gravity value computed on the
 RV0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0476.degrees latitude (g = 980.6199 gals.).
 RV0476
 RV0476.The modeled gravity was interpolated from observed gravity values.
 RV0476
 RV0476;                    North         East    Units  Estimated Accuracy
 RV0476;SPC MT       -   294,080.      588,580.      MT  (+/- 180 meters Scaled)
 RV0476
 RV0476                          SUPERSEDED SURVEY CONTROL
 RV0476
 RV0476  NGVD 29 (??/??/92) 1357.661  (m)         4454.26   (f) ADJ UNCH    2 0
 RV0476
 RV0476.Superseded values are not recommended for survey control.
 RV0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0476.See file dsdata.txt to determine how the superseded data were derived.
 RV0476
 RV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS028945(NAD 83)
 RV0476_MARKER: DB = BENCH MARK DISK
 RV0476_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0476_SP_SET: 10 FT.
 RV0476_STAMPING: K 198 1961
 RV0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0476
 RV0476  HISTORY     - Date     Condition        Report By
 RV0476  HISTORY     - 1961     MONUMENTED       CGS
 RV0476
 RV0476                          STATION DESCRIPTION
 RV0476
 RV0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0476'7.0 MI SE FROM MOORE.
 RV0476'ABOUT 6.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 RV0476'U.S. HIGHWAY 87 AT MOORE, THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD, 38
 RV0476'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 37 FEET WEST OF THE CENTER
 RV0476'LINE OF A ROAD SOUTH, 52 FEET SOUTHWEST OF THE CENTER OF THE
 RV0476'INTERSECTION, 2 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET EAST
 RV0476'OF A FENCE, 0.5 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RV0476'ROADS, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 RV0476'DRIVEN TO REFUSAL AT A DEPTH OF 10 FEET.  THE UPPER PORTION OF THE ROD
 RV0476'IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0191 ***********************************************************************
 QY0191  DESIGNATION -  K 2
 QY0191  PID         -  QY0191
 QY0191  STATE/COUNTY-  MT/MADISON
 QY0191  USGS QUAD   -  EARLS GULCH (1988)
 QY0191
 QY0191                         *CURRENT SURVEY CONTROL
 QY0191  ___________________________________________________________________
 QY0191* NAD 83(1986)-  45 32 06.     (N)    112 41 53.     (W)     SCALED    
 QY0191* NAVD 88     -      1541.419  (meters)    5057.14   (feet)  ADJUSTED  
 QY0191  ___________________________________________________________________
 QY0191  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 QY0191  DYNAMIC HT  -        1540.801 (meters)    5055.11  (feet)  COMP
 QY0191  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 QY0191
 QY0191  VERT ORDER  -  FIRST     CLASS II
 QY0191
 QY0191.The horizontal coordinates were scaled from a topographic map and have
 QY0191.an estimated accuracy of +/- 6 seconds.
 QY0191
 QY0191.The orthometric height was determined by differential leveling
 QY0191.and adjusted by the National Geodetic Survey in June 1991..
 QY0191
 QY0191.The geoid height was determined by GEOID03.
 QY0191
 QY0191.The dynamic height is computed by dividing the NAVD 88
 QY0191.geopotential number by the normal gravity value computed on the
 QY0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0191.degrees latitude (g = 980.6199 gals.).
 QY0191
 QY0191.The modeled gravity was interpolated from observed gravity values.
 QY0191
 QY0191;                    North         East    Units  Estimated Accuracy
 QY0191;SPC MT       -   147,910.      350,340.      MT  (+/- 180 meters Scaled)
 QY0191
 QY0191                          SUPERSEDED SURVEY CONTROL
 QY0191
 QY0191  NGVD 29 (??/??/92) 1540.226  (m)         5053.22   (f) ADJ UNCH    1 2
 QY0191
 QY0191.Superseded values are not recommended for survey control.
 QY0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0191.See file dsdata.txt to determine how the superseded data were derived.
 QY0191
 QY0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR674437(NAD 83)
 QY0191_MARKER: DB = BENCH MARK DISK
 QY0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0191+STABILITY: SURFACE MOTION
 QY0191
 QY0191  HISTORY     - Date     Condition        Report By
 QY0191  HISTORY     - UNK      MONUMENTED       CGS
 QY0191  HISTORY     - 1962     GOOD             NGS
 QY0191
 QY0191                          STATION DESCRIPTION
 QY0191
 QY0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QY0191'6.9 MI S FROM MELROSE.
 QY0191'6.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 QY0191'AT MELROSE, 33 FEET EAST OF THE FOURTH POLE SOUTHWEST OF MILEPOLE 352,
 QY0191'50.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 53 FEET NORTHWEST OF THE
 QY0191'CENTER LINE OF U.S. HIGHWAY 91, 1.4 FEET SOUTHEAST OF A FENCE, 1.5
 QY0191'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A CAP
 QY0191'SCREWED ON THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 QY0191'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0402 ***********************************************************************
 TN0402  DESIGNATION -  K 2
 TN0402  PID         -  TN0402
 TN0402  STATE/COUNTY-  MT/LINCOLN
 TN0402  USGS QUAD   -  KILBRENNAN LAKE (1983)
 TN0402
 TN0402                         *CURRENT SURVEY CONTROL
 TN0402  ___________________________________________________________________
 TN0402* NAD 83(1986)-  48 33 32.     (N)    115 58 48.     (W)     SCALED    
 TN0402* NAVD 88     -       568.586  (meters)    1865.44   (feet)  ADJUSTED  
 TN0402  ___________________________________________________________________
 TN0402  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TN0402  DYNAMIC HT  -         568.633 (meters)    1865.59  (feet)  COMP
 TN0402  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 TN0402
 TN0402  VERT ORDER  -  FIRST     CLASS II
 TN0402
 TN0402.The horizontal coordinates were scaled from a topographic map and have
 TN0402.an estimated accuracy of +/- 6 seconds.
 TN0402
 TN0402.The orthometric height was determined by differential leveling
 TN0402.and adjusted by the National Geodetic Survey in June 1991..
 TN0402
 TN0402.The geoid height was determined by GEOID03.
 TN0402
 TN0402.The dynamic height is computed by dividing the NAVD 88
 TN0402.geopotential number by the normal gravity value computed on the
 TN0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0402.degrees latitude (g = 980.6199 gals.).
 TN0402
 TN0402.The modeled gravity was interpolated from observed gravity values.
 TN0402
 TN0402;                    North         East    Units  Estimated Accuracy
 TN0402;SPC MT       -   498,590.      122,330.      MT  (+/- 180 meters Scaled)
 TN0402
 TN0402                          SUPERSEDED SURVEY CONTROL
 TN0402
 TN0402  NGVD 29 (??/??/92)  567.411  (m)         1861.58   (f) ADJ UNCH    1 2
 TN0402
 TN0402.Superseded values are not recommended for survey control.
 TN0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0402.See file dsdata.txt to determine how the superseded data were derived.
 TN0402
 TN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP752789(NAD 83)
 TN0402_MARKER: DD = SURVEY DISK
 TN0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0402_SP_SET: BRIDGE ABUTMENT
 TN0402_STAMPING: K 2 1929
 TN0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0402
 TN0402  HISTORY     - Date     Condition        Report By
 TN0402  HISTORY     - 1929     MONUMENTED       USGS
 TN0402  HISTORY     - 1933     GOOD             NGS
 TN0402
 TN0402                          STATION DESCRIPTION
 TN0402
 TN0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0402'5.8 MI SE FROM LEONIA.
 TN0402'IN LINCOLN COUNTY, MONTANA, 5.8 MILES SOUTHEAST ALONG THE GREAT
 TN0402'NORTHERN RAILWAY FROM THE STATION AT LEONIA, BOUNDARY COUNTY, IDAHO,
 TN0402'120 FEET NORTH OF SEMAPHORES 1345.0 AND 1345.1, AT TRESTLE NO. 202.1
 TN0402'OVER STAR CREEK, AND IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT.
 TN0402'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 2 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0543 ***********************************************************************
 RV0543  DESIGNATION -  K 2 Z
 RV0543  PID         -  RV0543
 RV0543  STATE/COUNTY-  MT/WHEATLAND
 RV0543  USGS QUAD   -  OKA (1986)
 RV0543
 RV0543                         *CURRENT SURVEY CONTROL
 RV0543  ___________________________________________________________________
 RV0543* NAD 83(1986)-  46 31 24.     (N)    109 45 56.     (W)     SCALED    
 RV0543* NAVD 88     -      1367.616  (meters)    4486.92   (feet)  ADJUSTED  
 RV0543  ___________________________________________________________________
 RV0543  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 RV0543  DYNAMIC HT  -        1367.327 (meters)    4485.97  (feet)  COMP
 RV0543  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 RV0543
 RV0543  VERT ORDER  -  FIRST     CLASS II
 RV0543
 RV0543.The horizontal coordinates were scaled from a topographic map and have
 RV0543.an estimated accuracy of +/- 6 seconds.
 RV0543
 RV0543.The orthometric height was determined by differential leveling
 RV0543.and adjusted by the National Geodetic Survey in June 1991..
 RV0543
 RV0543.The geoid height was determined by GEOID03.
 RV0543
 RV0543.The dynamic height is computed by dividing the NAVD 88
 RV0543.geopotential number by the normal gravity value computed on the
 RV0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0543.degrees latitude (g = 980.6199 gals.).
 RV0543
 RV0543.The modeled gravity was interpolated from observed gravity values.
 RV0543
 RV0543;                    North         East    Units  Estimated Accuracy
 RV0543;SPC MT       -   252,650.      579,640.      MT  (+/- 180 meters Scaled)
 RV0543
 RV0543                          SUPERSEDED SURVEY CONTROL
 RV0543
 RV0543.No superseded survey control is available for this station.
 RV0543
 RV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS946529(NAD 83)
 RV0543_MARKER: DS = TRIANGULATION STATION DISK
 RV0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0543_STAMPING: K 2 Z 1961
 RV0543_MARK LOGO: CGS   
 RV0543_PROJECTION: FLUSH
 RV0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0543+STABILITY: SURFACE MOTION
 RV0543
 RV0543  HISTORY     - Date     Condition        Report By
 RV0543  HISTORY     - 1961     MONUMENTED       CGS
 RV0543  HISTORY     - 1980     GOOD             NGS
 RV0543
 RV0543                          STATION DESCRIPTION
 RV0543
 RV0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0543'8.1 MI NE FROM HARLOWTON.
 RV0543'8.1 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0543'HARLOWTON, 0.3 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD EAST, 96
 RV0543'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF R.M. 1,
 RV0543'26 1/2 FEET SOUTH OF R.M. 2, 4 FEET WEST OF A FENCE, 11 1/2 FEET
 RV0543'SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 RV0543'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RV0543
 RV0543                          STATION RECOVERY (1980)
 RV0543
 RV0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0543'1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAYS 191 AND 12 FROM THE
 RV0543'COURTHOUSE IN HARLOWTON, THENCE 6.0 KM (3.7 MI) NORTH ALONG A GRAVEL
 RV0543'ROAD, THENCE 3.5 KM (2.2 MI) EAST ALONG A SECTION LINE ROAD, THENCE
 RV0543'3.9 KM (2.4 MI) NORTH ALONG U.S. HIGHWAY 191, 28.7 METERS (94.0 FT)
 RV0543'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 METER (1.0 FT) WEST
 RV0543'OF A FENCE.
 RV0543'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 RV0543'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0545 ***********************************************************************
 RV0545  DESIGNATION -  K 2 Z AZ MK
 RV0545  PID         -  RV0545
 RV0545  STATE/COUNTY-  MT/WHEATLAND
 RV0545  USGS QUAD   -  OKA (1986)
 RV0545
 RV0545                         *CURRENT SURVEY CONTROL
 RV0545  ___________________________________________________________________
 RV0545* NAD 83(1986)-  46 30 33.     (N)    109 45 56.     (W)     SCALED    
 RV0545* NAVD 88     -      1360.523  (meters)    4463.65   (feet)  ADJUSTED  
 RV0545  ___________________________________________________________________
 RV0545  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 RV0545  DYNAMIC HT  -        1360.232 (meters)    4462.69  (feet)  COMP
 RV0545  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 RV0545
 RV0545  VERT ORDER  -  FIRST     CLASS II
 RV0545
 RV0545.The horizontal coordinates were scaled from a topographic map and have
 RV0545.an estimated accuracy of +/- 6 seconds.
 RV0545
 RV0545.The orthometric height was determined by differential leveling
 RV0545.and adjusted by the National Geodetic Survey in June 1991..
 RV0545
 RV0545.The geoid height was determined by GEOID03.
 RV0545
 RV0545.The dynamic height is computed by dividing the NAVD 88
 RV0545.geopotential number by the normal gravity value computed on the
 RV0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0545.degrees latitude (g = 980.6199 gals.).
 RV0545
 RV0545.The modeled gravity was interpolated from observed gravity values.
 RV0545
 RV0545;                    North         East    Units  Estimated Accuracy
 RV0545;SPC MT       -   251,080.      579,630.      MT  (+/- 180 meters Scaled)
 RV0545
 RV0545                          SUPERSEDED SURVEY CONTROL
 RV0545
 RV0545.No superseded survey control is available for this station.
 RV0545
 RV0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS947513(NAD 83)
 RV0545_MARKER: DZ = AZIMUTH MARK DISK
 RV0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0545_STAMPING: K 2 Z 1961
 RV0545_MARK LOGO: CGS   
 RV0545_PROJECTION: FLUSH
 RV0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0545+STABILITY: SURFACE MOTION
 RV0545
 RV0545  HISTORY     - Date     Condition        Report By
 RV0545  HISTORY     - 1961     MONUMENTED       CGS
 RV0545  HISTORY     - 1980     GOOD             NGS
 RV0545
 RV0545                          STATION DESCRIPTION
 RV0545
 RV0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0545'7.05 MI NE FROM HARLOWTON.
 RV0545'7.05 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0545'HARLOWTON, AT THE CREST OF A SMALL HILL, 92 FEET EAST OF THE CENTER
 RV0545'LINE OF THE HIGHWAY, 2 1/2 FEET WEST OF A FENCE, 4.5 FEET NORTHWEST OF
 RV0545'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 RV0545'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RV0545
 RV0545                          STATION RECOVERY (1980)
 RV0545
 RV0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0545'1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAYS 191 AND 12 FROM THE
 RV0545'COURTHOUSE IN HARLOWTON, THENCE 6.0 KM (3.7 MI) NORTH ALONG A GRAVEL
 RV0545'ROAD, THENCE 3.5 KM (2.2 MI) EAST ALONG A SECTION LINE ROAD, THENCE
 RV0545'2.2 KM (1.4 MI) NORTH ALONG U.S. HIGHWAY 191, 30.1 METERS (98.6 FT)
 RV0545'EAST OF THE CENTERLINE OF THE HIGHWAY AND 0.6 METER (2.0 FT) WEST OF
 RV0545'A FENCE.
 RV0545'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 RV0545'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0542 ***********************************************************************
 RV0542  DESIGNATION -  K 2 Z RM 1
 RV0542  PID         -  RV0542
 RV0542  STATE/COUNTY-  MT/WHEATLAND
 RV0542  USGS QUAD   -  OKA (1986)
 RV0542
 RV0542                         *CURRENT SURVEY CONTROL
 RV0542  ___________________________________________________________________
 RV0542* NAD 83(1986)-  46 31 24.     (N)    109 45 56.     (W)     SCALED    
 RV0542* NAVD 88     -      1367.605  (meters)    4486.88   (feet)  ADJUSTED  
 RV0542  ___________________________________________________________________
 RV0542  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 RV0542  DYNAMIC HT  -        1367.316 (meters)    4485.94  (feet)  COMP
 RV0542  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 RV0542
 RV0542  VERT ORDER  -  FIRST     CLASS II
 RV0542
 RV0542.The horizontal coordinates were scaled from a topographic map and have
 RV0542.an estimated accuracy of +/- 6 seconds.
 RV0542
 RV0542.The orthometric height was determined by differential leveling
 RV0542.and adjusted by the National Geodetic Survey in June 1991..
 RV0542
 RV0542.The geoid height was determined by GEOID03.
 RV0542
 RV0542.The dynamic height is computed by dividing the NAVD 88
 RV0542.geopotential number by the normal gravity value computed on the
 RV0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0542.degrees latitude (g = 980.6199 gals.).
 RV0542
 RV0542.The modeled gravity was interpolated from observed gravity values.
 RV0542
 RV0542;                    North         East    Units  Estimated Accuracy
 RV0542;SPC MT       -   252,650.      579,640.      MT  (+/- 180 meters Scaled)
 RV0542
 RV0542                          SUPERSEDED SURVEY CONTROL
 RV0542
 RV0542.No superseded survey control is available for this station.
 RV0542
 RV0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS946529(NAD 83)
 RV0542_MARKER: DR = REFERENCE MARK DISK
 RV0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0542_STAMPING: K 2 Z NO 1 1961
 RV0542_MARK LOGO: CGS   
 RV0542_PROJECTION: FLUSH
 RV0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0542+STABILITY: SURFACE MOTION
 RV0542
 RV0542  HISTORY     - Date     Condition        Report By
 RV0542  HISTORY     - 1961     MONUMENTED       CGS
 RV0542  HISTORY     - 1980     GOOD             NGS
 RV0542
 RV0542                          STATION DESCRIPTION
 RV0542
 RV0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0542'8.1 MI NE FROM HARLOWTON.
 RV0542'8.1 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0542'HARLOWTON, 31 FEET SOUTH OF THE STATION, 99 FEET EAST OF THE CENTER
 RV0542'LINE OF THE HIGHWAY, 57 1/2 FEET SOUTH OF R.M. 2, 3 FEET WEST OF A
 RV0542'FENCE, ABOUT 4 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RV0542'CONCRETE POST FLUSH WITH THE GROUND.
 RV0542
 RV0542                          STATION RECOVERY (1980)
 RV0542
 RV0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0542'1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAYS 191 AND 12 FROM THE
 RV0542'COURTHOUSE IN HARLOWTON, THENCE 6.0 KM (3.7 MI) NORTH ALONG A GRAVEL
 RV0542'ROAD, THENCE 3.5 KM (2.2 MI) EAST ALONG A SECTION LINE ROAD, THENCE
 RV0542'3.9 KM (2.4 MI) NORTH ALONG U.S. HIGHWAY 191, 27.4 METERS (90.0 FT)
 RV0542'EAST OF THE CENTERLINE OF THE HIGHWAY, 1.2 METERS (4.0 FT) WEST OF
 RV0542'A FENCE.
 RV0542'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 RV0542'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0544 ***********************************************************************
 RV0544  DESIGNATION -  K 2 Z RM 2
 RV0544  PID         -  RV0544
 RV0544  STATE/COUNTY-  MT/WHEATLAND
 RV0544  USGS QUAD   -  OKA (1986)
 RV0544
 RV0544                         *CURRENT SURVEY CONTROL
 RV0544  ___________________________________________________________________
 RV0544* NAD 83(1986)-  46 31 24.     (N)    109 45 56.     (W)     SCALED    
 RV0544* NAVD 88     -      1367.630  (meters)    4486.97   (feet)  ADJUSTED  
 RV0544  ___________________________________________________________________
 RV0544  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 RV0544  DYNAMIC HT  -        1367.340 (meters)    4486.01  (feet)  COMP
 RV0544  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 RV0544
 RV0544  VERT ORDER  -  FIRST     CLASS II
 RV0544
 RV0544.The horizontal coordinates were scaled from a topographic map and have
 RV0544.an estimated accuracy of +/- 6 seconds.
 RV0544
 RV0544.The orthometric height was determined by differential leveling
 RV0544.and adjusted by the National Geodetic Survey in June 1991..
 RV0544
 RV0544.The geoid height was determined by GEOID03.
 RV0544
 RV0544.The dynamic height is computed by dividing the NAVD 88
 RV0544.geopotential number by the normal gravity value computed on the
 RV0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0544.degrees latitude (g = 980.6199 gals.).
 RV0544
 RV0544.The modeled gravity was interpolated from observed gravity values.
 RV0544
 RV0544;                    North         East    Units  Estimated Accuracy
 RV0544;SPC MT       -   252,650.      579,640.      MT  (+/- 180 meters Scaled)
 RV0544
 RV0544                          SUPERSEDED SURVEY CONTROL
 RV0544
 RV0544.No superseded survey control is available for this station.
 RV0544
 RV0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS946529(NAD 83)
 RV0544_MARKER: DR = REFERENCE MARK DISK
 RV0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0544_STAMPING: K 2 Z NO 2 1961
 RV0544_MARK LOGO: CGS   
 RV0544_PROJECTION: FLUSH
 RV0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0544+STABILITY: SURFACE MOTION
 RV0544
 RV0544  HISTORY     - Date     Condition        Report By
 RV0544  HISTORY     - 1961     MONUMENTED       CGS
 RV0544  HISTORY     - 1980     GOOD             NGS
 RV0544
 RV0544                          STATION DESCRIPTION
 RV0544
 RV0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0544'8.1 MI NE FROM HARLOWTON.
 RV0544'8.1 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0544'HARLOWTON, 99 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26 1/2 FEET
 RV0544'NORTH OF THE STATION, 57 1/2 FEET NORTH OF R.M. 1, 3 FEET WEST OF A
 RV0544'FENCE, 15 1/2 FEET NORTH-NORTHWEST OF A WITNESS POST, ABOUT 4 FEET
 RV0544'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 RV0544'WITH THE GROUND.
 RV0544
 RV0544                          STATION RECOVERY (1980)
 RV0544
 RV0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0544'1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAYS 191 AND 12 FROM THE
 RV0544'COURTHOUSE IN HARLOWTON, THENCE 6.0 KM (3.7 MI) NORTH ALONG A GRAVEL
 RV0544'ROAD, THENCE 3.5 KM (2.2 MI) EAST ALONG A SECTION LINE ROAD, THENCE
 RV0544'3.9 KM (2.4 MI) NORTH ALONG U.S. HIGHWAY 191, 28.7 METERS (94.0 FT)
 RV0544'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 METER (1.0 FT) WEST
 RV0544'OF A WIRE FENCE.
 RV0544'THE MARK IS 10.0 METERS  N FROM A WITNESS POST.
 RV0544'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0178 ***********************************************************************
 TJ0178  DESIGNATION -  K 20
 TJ0178  PID         -  TJ0178
 TJ0178  STATE/COUNTY-  MT/VALLEY
 TJ0178  USGS QUAD   -  VANDALIA (1978)
 TJ0178
 TJ0178                         *CURRENT SURVEY CONTROL
 TJ0178  ___________________________________________________________________
 TJ0178* NAD 83(1986)-  48 21 54.     (N)    106 55 55.     (W)     SCALED    
 TJ0178* NAVD 88     -       656.300  (meters)    2153.21   (feet)  POSTED    
 TJ0178  ___________________________________________________________________
 TJ0178  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TJ0178  DYNAMIC HT  -         656.380 (meters)    2153.47  (feet)  COMP
 TJ0178  MODELED GRAV-     980,714.5   (mgal)                       NAVD 88
 TJ0178
 TJ0178  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0178
 TJ0178.The horizontal coordinates were scaled from a topographic map and have
 TJ0178.an estimated accuracy of +/- 6 seconds.
 TJ0178
 TJ0178.The orthometric height was determined by differential leveling
 TJ0178.and adjusted by the National Geodetic Survey in 1992..
 TJ0178.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0178.rate of 0.0 thru 1.0 mm/km.
 TJ0178
 TJ0178.The geoid height was determined by GEOID03.
 TJ0178
 TJ0178.The dynamic height is computed by dividing the NAVD 88
 TJ0178.geopotential number by the normal gravity value computed on the
 TJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0178.degrees latitude (g = 980.6199 gals.).
 TJ0178
 TJ0178.The modeled gravity was interpolated from observed gravity values.
 TJ0178
 TJ0178;                    North         East    Units  Estimated Accuracy
 TJ0178;SPC MT       -   460,380.      790,190.      MT  (+/- 180 meters Scaled)
 TJ0178
 TJ0178                          SUPERSEDED SURVEY CONTROL
 TJ0178
 TJ0178  NGVD 29 (??/??/92)  655.643  (m)         2151.06   (f) ADJ UNCH    1 2
 TJ0178
 TJ0178.Superseded values are not recommended for survey control.
 TJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0178.See file dsdata.txt to determine how the superseded data were derived.
 TJ0178
 TJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP569586(NAD 83)
 TJ0178_MARKER: P = PIPE CAP
 TJ0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0178_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0178_STAMPING: T 30 N R 37 E SECTION 8 9 17 18
 TJ0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0178
 TJ0178  HISTORY     - Date     Condition        Report By
 TJ0178  HISTORY     - UNK      MONUMENTED       USGLO
 TJ0178  HISTORY     - 1934     MARK NOT FOUND   NGS
 TJ0178
 TJ0178                          STATION DESCRIPTION
 TJ0178
 TJ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0178'1.25 MI W FROM VANDALIA.
 TJ0178'1-1/4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM VANDALIA VALLEY
 TJ0178'COUNTY, 0.2 MILE WEST OF THE POINT OF CURVATURE OF THE FIRST CURVE
 TJ0178'WEST OF TOWN, 4 POLES EAST OF MILEPOST 296, AND 115 FEET SOUTH OF THE
 TJ0178'TRACK.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED T 30
 TJ0178'N R 37 E SECTION 8 9 17 18 AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0029 ***********************************************************************
 PZ0029  DESIGNATION -  K 200
 PZ0029  PID         -  PZ0029
 PZ0029  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0029  USGS QUAD   -  SNOWLINE (1968)
 PZ0029
 PZ0029                         *CURRENT SURVEY CONTROL
 PZ0029  ___________________________________________________________________
 PZ0029* NAD 83(1986)-  44 36 09.     (N)    112 27 36.     (W)     SCALED    
 PZ0029* NAVD 88     -      2012.269  (meters)    6601.92   (feet)  ADJUSTED  
 PZ0029  ___________________________________________________________________
 PZ0029  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PZ0029  DYNAMIC HT  -        2011.127 (meters)    6598.17  (feet)  COMP
 PZ0029  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 PZ0029
 PZ0029  VERT ORDER  -  FIRST     CLASS II
 PZ0029
 PZ0029.The horizontal coordinates were scaled from a topographic map and have
 PZ0029.an estimated accuracy of +/- 6 seconds.
 PZ0029
 PZ0029.The orthometric height was determined by differential leveling
 PZ0029.and adjusted by the National Geodetic Survey in June 1991..
 PZ0029
 PZ0029.The geoid height was determined by GEOID03.
 PZ0029
 PZ0029.The dynamic height is computed by dividing the NAVD 88
 PZ0029.geopotential number by the normal gravity value computed on the
 PZ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0029.degrees latitude (g = 980.6199 gals.).
 PZ0029
 PZ0029.The modeled gravity was interpolated from observed gravity values.
 PZ0029
 PZ0029;                    North         East    Units  Estimated Accuracy
 PZ0029;SPC MT       -    43,630.      365,000.      MT  (+/- 180 meters Scaled)
 PZ0029
 PZ0029                          SUPERSEDED SURVEY CONTROL
 PZ0029
 PZ0029  NGVD 29 (??/??/92) 2010.921  (m)         6597.50   (f) ADJ UNCH    1 2
 PZ0029
 PZ0029.Superseded values are not recommended for survey control.
 PZ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0029.See file dsdata.txt to determine how the superseded data were derived.
 PZ0029
 PZ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ841398(NAD 83)
 PZ0029_MARKER: DB = BENCH MARK DISK
 PZ0029_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0029_SP_SET: OUTCROP
 PZ0029_STAMPING: K 200 1967
 PZ0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0029+STABILITY: POSITION/ELEVATION WELL
 PZ0029
 PZ0029  HISTORY     - Date     Condition        Report By
 PZ0029  HISTORY     - 1967     MONUMENTED       CGS
 PZ0029
 PZ0029                          STATION DESCRIPTION
 PZ0029
 PZ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0029'7.15 MI SE FROM LIMA.
 PZ0029'7.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0029'AT LIMA, THENCE 0.05 MILE NORTHEAST ACROSS INTERSTATE HIGHWAY 15, 0.05
 PZ0029'MILE EAST AND ACROSS THE HIGHWAY FROM BENCH MARK E AND MILEPOLE
 PZ0029'272.75, AT THE NORTHWEST END OF A ROCKY RIDGE, IN THE TOP OF AN
 PZ0029'OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 151 FEET
 PZ0029'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 17 FEET SOUTHEAST
 PZ0029'OF THE NORTHWEST END OF THE RIDGE, 52.3 FEET NORTHEAST OF THE
 PZ0029'RIGHT-OF-WAY FENCE, 58 FEET EAST OF THE T JUNCTION OF FENCES AND THE
 PZ0029'SOUTHEAST END OF A STEEL GATE, 32.9 FEET SOUTHEAST OF A FENCE, 1.7
 PZ0029'FEET WEST OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0021 ***********************************************************************
 TH0021  DESIGNATION -  K 203
 TH0021  PID         -  TH0021
 TH0021  STATE/COUNTY-  MT/SHERIDAN
 TH0021  USGS QUAD   -  DOOLEY (1983)
 TH0021
 TH0021                         *CURRENT SURVEY CONTROL
 TH0021  ___________________________________________________________________
 TH0021* NAD 83(1986)-  48 53 18.     (N)    104 26 00.     (W)     SCALED    
 TH0021* NAVD 88     -       748.961  (meters)    2457.22   (feet)  ADJUSTED  
 TH0021  ___________________________________________________________________
 TH0021  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TH0021  DYNAMIC HT  -         749.087 (meters)    2457.63  (feet)  COMP
 TH0021  MODELED GRAV-     980,753.2   (mgal)                       NAVD 88
 TH0021
 TH0021  VERT ORDER  -  SECOND    CLASS 0
 TH0021
 TH0021.The horizontal coordinates were scaled from a topographic map and have
 TH0021.an estimated accuracy of +/- 6 seconds.
 TH0021
 TH0021.The orthometric height was determined by differential leveling
 TH0021.and adjusted by the National Geodetic Survey in June 1991..
 TH0021
 TH0021.The geoid height was determined by GEOID03.
 TH0021
 TH0021.The dynamic height is computed by dividing the NAVD 88
 TH0021.geopotential number by the normal gravity value computed on the
 TH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0021.degrees latitude (g = 980.6199 gals.).
 TH0021
 TH0021.The modeled gravity was interpolated from observed gravity values.
 TH0021
 TH0021;                    North         East    Units  Estimated Accuracy
 TH0021;SPC MT       -   527,460.      971,280.      MT  (+/- 180 meters Scaled)
 TH0021
 TH0021                          SUPERSEDED SURVEY CONTROL
 TH0021
 TH0021  NGVD 29 (??/??/92)  748.389  (m)         2455.34   (f) ADJ UNCH    2 0
 TH0021
 TH0021.Superseded values are not recommended for survey control.
 TH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0021.See file dsdata.txt to determine how the superseded data were derived.
 TH0021
 TH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ415151(NAD 83)
 TH0021_MARKER: DB = BENCH MARK DISK
 TH0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0021_STAMPING: K-203 -- 1934
 TH0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0021+STABILITY: SURFACE MOTION
 TH0021
 TH0021  HISTORY     - Date     Condition        Report By
 TH0021  HISTORY     - 1934     MONUMENTED       CGS
 TH0021  HISTORY     - 1977     GOOD             USGS
 TH0021
 TH0021                          STATION DESCRIPTION
 TH0021
 TH0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0021'2.1 MI W FROM DOOLEY.
 TH0021'2.1 MILES WEST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE. MARIE
 TH0021'RAILWAY STATION AT DOOLEY.  3 1/2 TELEGRAPH POLES WEST OF MILE POST
 TH0021'640.  55 FEET SOUTHEAST OF CENTER LINE OF RAILWAY CROSSING.  40 FEET
 TH0021'EAST OF CENTER LINE OF ROAD CROSSING TRACK.  34.5 FEET SOUTH OF SOUTH
 TH0021'RAIL OF TRACK.  10 FEET NORTH OF RAILWAY FENCE.  A STANDARD TABLET SET
 TH0021'IN TOP OF CONCRETE POST 6 INCHES HIGH.  NOTE-- THE MINNEAPOLIS, ST.
 TH0021'PAUL AND SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
 TH0021
 TH0021                          STATION RECOVERY (1977)
 TH0021
 TH0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0021'ABOUT 2.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 TH0021'MARIE RAILWAY FROM DOOLEY, SHERIDAN COUNTY, 168 FEET WEST AND 37 FEET
 TH0021'SOUTH FROM THE CENTERLINE OF THE RR AT MILEPOST 640, 10 FEET SOUTH OF
 TH0021'THE ROW FENCE, 78 FEET EAST AND 37 FEET SOUTH FROM THE CENTERLINE OF
 TH0021'THE RR AT A FENCE NORTH, A STANDARD DISK STAMPED K-203 1934 AND SET
 TH0021'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE
 TH0021'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0229 ***********************************************************************
 RT0229  DESIGNATION -  K 204
 RT0229  PID         -  RT0229
 RT0229  STATE/COUNTY-  MT/CUSTER
 RT0229  USGS QUAD   -  LOCATE SE (1969)
 RT0229
 RT0229                         *CURRENT SURVEY CONTROL
 RT0229  ___________________________________________________________________
 RT0229* NAD 83(1986)-  46 18 51.     (N)    105 16 09.     (W)     SCALED    
 RT0229* NAVD 88     -       815.205  (meters)    2674.55   (feet)  ADJUSTED  
 RT0229  ___________________________________________________________________
 RT0229  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RT0229  DYNAMIC HT  -         815.119 (meters)    2674.27  (feet)  COMP
 RT0229  MODELED GRAV-     980,482.0   (mgal)                       NAVD 88
 RT0229
 RT0229  VERT ORDER  -  SECOND    CLASS 0
 RT0229
 RT0229.The horizontal coordinates were scaled from a topographic map and have
 RT0229.an estimated accuracy of +/- 6 seconds.
 RT0229
 RT0229.The orthometric height was determined by differential leveling
 RT0229.and adjusted by the National Geodetic Survey in June 1991..
 RT0229
 RT0229.The geoid height was determined by GEOID03.
 RT0229
 RT0229.The dynamic height is computed by dividing the NAVD 88
 RT0229.geopotential number by the normal gravity value computed on the
 RT0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0229.degrees latitude (g = 980.6199 gals.).
 RT0229
 RT0229.The modeled gravity was interpolated from observed gravity values.
 RT0229
 RT0229;                    North         East    Units  Estimated Accuracy
 RT0229;SPC MT       -   238,180.      925,540.      MT  (+/- 180 meters Scaled)
 RT0229
 RT0229                          SUPERSEDED SURVEY CONTROL
 RT0229
 RT0229  NGVD 29 (??/??/92)  814.639  (m)         2672.69   (f) ADJ UNCH    2 0
 RT0229
 RT0229.Superseded values are not recommended for survey control.
 RT0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0229.See file dsdata.txt to determine how the superseded data were derived.
 RT0229
 RT0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM792289(NAD 83)
 RT0229_MARKER: DB = BENCH MARK DISK
 RT0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0229_STAMPING: K 204 1934
 RT0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0229+STABILITY: SURFACE MOTION
 RT0229
 RT0229  HISTORY     - Date     Condition        Report By
 RT0229  HISTORY     - 1934     MONUMENTED       CGS
 RT0229  HISTORY     - 1941     GOOD             NGS
 RT0229  HISTORY     - 1969     GOOD             USGS
 RT0229
 RT0229                          STATION DESCRIPTION
 RT0229
 RT0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RT0229'7.1 MI NE FROM MIZPAH.
 RT0229'7.1 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO KNOWLTON FROM THE
 RT0229'POST OFFICE AT MIZPAH, CUSTER COUNTY, 5 MILES NORTHEAST OF THE BRIDGE
 RT0229'OVER POWDER RIVER, 0.8 MILE NORTHEAST OF A STEEL BRIDGE OVER A CREEK,
 RT0229'ON THE RIDGE OF A SMALL HILL WHICH IS PART OF THE LONG HILL RISING
 RT0229'FROM THE CREEK, AND 72 FEET EAST OF THE CENTERLINE OF THE ROAD. A
 RT0229'STANDARD DISK, STAMPED K 204 1934 AND SET IN THE TOP OF A CONCRETE
 RT0229'POST PROJECTING 6 INCHES ABOVE GROUND.
 RT0229
 RT0229                          STATION RECOVERY (1969)
 RT0229
 RT0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0100 ***********************************************************************
 QU0100  DESIGNATION -  K 205
 QU0100  PID         -  QU0100
 QU0100  STATE/COUNTY-  MT/POWDER RIVER
 QU0100  USGS QUAD   -  POWDERVILLE (1979)
 QU0100
 QU0100                         *CURRENT SURVEY CONTROL
 QU0100  ___________________________________________________________________
 QU0100* NAD 83(1986)-  45 46 48.     (N)    105 05 25.     (W)     SCALED    
 QU0100* NAVD 88     -       858.577  (meters)    2816.85   (feet)  ADJUSTED  
 QU0100  ___________________________________________________________________
 QU0100  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 QU0100  DYNAMIC HT  -         858.432 (meters)    2816.37  (feet)  COMP
 QU0100  MODELED GRAV-     980,417.9   (mgal)                       NAVD 88
 QU0100
 QU0100  VERT ORDER  -  SECOND    CLASS 0
 QU0100
 QU0100.The horizontal coordinates were scaled from a topographic map and have
 QU0100.an estimated accuracy of +/- 6 seconds.
 QU0100
 QU0100.The orthometric height was determined by differential leveling
 QU0100.and adjusted by the National Geodetic Survey in June 1991..
 QU0100
 QU0100.The geoid height was determined by GEOID03.
 QU0100
 QU0100.The dynamic height is computed by dividing the NAVD 88
 QU0100.geopotential number by the normal gravity value computed on the
 QU0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0100.degrees latitude (g = 980.6199 gals.).
 QU0100
 QU0100.The modeled gravity was interpolated from observed gravity values.
 QU0100
 QU0100;                    North         East    Units  Estimated Accuracy
 QU0100;SPC MT       -   179,680.      942,630.      MT  (+/- 180 meters Scaled)
 QU0100
 QU0100                          SUPERSEDED SURVEY CONTROL
 QU0100
 QU0100  NGVD 29 (??/??/92)  857.992  (m)         2814.93   (f) ADJ UNCH    2 0
 QU0100
 QU0100.Superseded values are not recommended for survey control.
 QU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0100.See file dsdata.txt to determine how the superseded data were derived.
 QU0100
 QU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL929696(NAD 83)
 QU0100_MARKER: DB = BENCH MARK DISK
 QU0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0100_STAMPING: K 205 1934
 QU0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0100+STABILITY: SURFACE MOTION
 QU0100
 QU0100  HISTORY     - Date     Condition        Report By
 QU0100  HISTORY     - 1934     MONUMENTED       CGS
 QU0100  HISTORY     - 1973     GOOD             USGS
 QU0100
 QU0100                          STATION DESCRIPTION
 QU0100
 QU0100'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0100'1.7 MI N FROM POWDERVILLE.
 QU0100'1.7 MILES NORTH POWDER RIVER BRIDGE AT POWDERVILLE, POWDER
 QU0100'RIVER COUNTY, 1.0 MILE WEST OF, THENCE 1.65 MILES NORTH ALONG
 QU0100'COUNTY ROAD TO MIZPAH.  BENCH MARK IS LOCATED 42 FEET SOUTH
 QU0100'AND 72 FEET WEST OF ROAD AT DIKE, APPROX. 400 FEET NORTHEAST
 QU0100'OF ROAD AT DRIVE SOUTHEAST.  A STANDARD DISK, STAMPED K-205
 QU0100'1934 AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QU0100'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0106 ***********************************************************************
 RT0106  DESIGNATION -  K 206
 RT0106  PID         -  RT0106
 RT0106  STATE/COUNTY-  MT/CARTER
 RT0106  USGS QUAD   -  PINEY BUTTE SW (1981)
 RT0106
 RT0106                         *CURRENT SURVEY CONTROL
 RT0106  ___________________________________________________________________
 RT0106* NAD 83(1986)-  46 00 18.     (N)    104 43 02.     (W)     SCALED    
 RT0106* NAVD 88     -       980.041  (meters)    3215.35   (feet)  ADJUSTED  
 RT0106  ___________________________________________________________________
 RT0106  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 RT0106  DYNAMIC HT  -         979.885 (meters)    3214.84  (feet)  COMP
 RT0106  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 RT0106
 RT0106  VERT ORDER  -  SECOND    CLASS 0
 RT0106
 RT0106.The horizontal coordinates were scaled from a topographic map and have
 RT0106.an estimated accuracy of +/- 6 seconds.
 RT0106
 RT0106.The orthometric height was determined by differential leveling
 RT0106.and adjusted by the National Geodetic Survey in June 1991..
 RT0106
 RT0106.The geoid height was determined by GEOID03.
 RT0106
 RT0106.The dynamic height is computed by dividing the NAVD 88
 RT0106.geopotential number by the normal gravity value computed on the
 RT0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0106.degrees latitude (g = 980.6199 gals.).
 RT0106
 RT0106.The modeled gravity was interpolated from observed gravity values.
 RT0106
 RT0106;                    North         East    Units  Estimated Accuracy
 RT0106;SPC MT       -   206,340.      970,060.      MT  (+/- 180 meters Scaled)
 RT0106
 RT0106                          SUPERSEDED SURVEY CONTROL
 RT0106
 RT0106  NGVD 29 (??/??/92)  979.448  (m)         3213.41   (f) ADJ UNCH    2 0
 RT0106
 RT0106.Superseded values are not recommended for survey control.
 RT0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0106.See file dsdata.txt to determine how the superseded data were derived.
 RT0106
 RT0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL218946(NAD 83)
 RT0106_MARKER: DB = BENCH MARK DISK
 RT0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0106_STAMPING: K 206 1934
 RT0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0106+STABILITY: SURFACE MOTION
 RT0106
 RT0106  HISTORY     - Date     Condition        Report By
 RT0106  HISTORY     - 1934     MONUMENTED       CGS
 RT0106  HISTORY     - 1976     GOOD             USGS
 RT0106
 RT0106                          STATION DESCRIPTION
 RT0106
 RT0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0106'13.7 MI NW FROM EKALAKA.
 RT0106'ABOUT 13.7 MILES NORTHWEST ALONG THE ROAD LEADING TO MILES CITY FROM
 RT0106'THE COUNTY COURTHOUSE AT EKALAKA, CARTER COUNTY, ABOUT 191 YARDS
 RT0106'NORTHWEST OF A RIGHT-ANGLE TURN TO THE LEFT, AND 50 FEET SOUTHWEST OF
 RT0106'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED K 206 1934 AND
 RT0106'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 RT0106'GROUND.
 RT0106
 RT0106                          STATION RECOVERY (1976)
 RT0106
 RT0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0106'ABOUT 12.5 MILES NORTHWEST ALONG THE ROAD LEADING TO MILES CITY FROM
 RT0106'THE COURTHOUSE AT EKALAKA, CARTER COUNTY, 1.1 MILES SOUTHEAST OF
 RT0106'COUNTY ROAD FORKS THAT HAS SIGNS SHOWING RANCH DESTINATIONS AND MILES
 RT0106'CITY 70 MILES, 187 FEET WEST OF ROAD SOUTH TO RANCHES, 126 FEET SOUTH
 RT0106'OF CENTERLINE OF COUNTY ROAD, 76 FEET SOUTH OF ROW FENCE. A STANDARD
 RT0106'DISK STAMPED K 206 1934 AND SET IN THE TOP OF A CONCRETE POST
 RT0106'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0258 ***********************************************************************
 RT0258  DESIGNATION -  K 207
 RT0258  PID         -  RT0258
 RT0258  STATE/COUNTY-  MT/CUSTER
 RT0258  USGS QUAD   -  GOVERNMENT HILL SE (1969)
 RT0258
 RT0258                         *CURRENT SURVEY CONTROL
 RT0258  ___________________________________________________________________
 RT0258* NAD 83(1986)-  46 22 17.     (N)    105 30 31.     (W)     SCALED    
 RT0258* NAVD 88     -       923.699  (meters)    3030.50   (feet)  ADJUSTED  
 RT0258  ___________________________________________________________________
 RT0258  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RT0258  DYNAMIC HT  -         923.591 (meters)    3030.15  (feet)  COMP
 RT0258  MODELED GRAV-     980,466.2   (mgal)                       NAVD 88
 RT0258
 RT0258  VERT ORDER  -  SECOND    CLASS 0
 RT0258
 RT0258.The horizontal coordinates were scaled from a topographic map and have
 RT0258.an estimated accuracy of +/- 6 seconds.
 RT0258
 RT0258.The orthometric height was determined by differential leveling
 RT0258.and adjusted by the National Geodetic Survey in June 1991..
 RT0258
 RT0258.The geoid height was determined by GEOID03.
 RT0258
 RT0258.The dynamic height is computed by dividing the NAVD 88
 RT0258.geopotential number by the normal gravity value computed on the
 RT0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0258.degrees latitude (g = 980.6199 gals.).
 RT0258
 RT0258.The modeled gravity was interpolated from observed gravity values.
 RT0258
 RT0258;                    North         East    Units  Estimated Accuracy
 RT0258;SPC MT       -   243,560.      906,810.      MT  (+/- 180 meters Scaled)
 RT0258
 RT0258                          SUPERSEDED SURVEY CONTROL
 RT0258
 RT0258  NGVD 29 (??/??/92)  923.082  (m)         3028.48   (f) ADJ UNCH    2 0
 RT0258
 RT0258.Superseded values are not recommended for survey control.
 RT0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0258.See file dsdata.txt to determine how the superseded data were derived.
 RT0258
 RT0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM608354(NAD 83)
 RT0258_MARKER: DB = BENCH MARK DISK
 RT0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0258_STAMPING: K 207 1934
 RT0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0258+STABILITY: SURFACE MOTION
 RT0258
 RT0258  HISTORY     - Date     Condition        Report By
 RT0258  HISTORY     - 1934     MONUMENTED       CGS
 RT0258  HISTORY     - 1969     MARK NOT FOUND   USGS
 RT0258
 RT0258                          STATION DESCRIPTION
 RT0258
 RT0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0258'17.6 MI E FROM MILES CITY.
 RT0258'ABOUT 17.6 MILES EAST ALONG U.S. HIGHWAY 12 AND THE ROAD LEADING TO
 RT0258'EKALAKA FROM THE COUNTY COURTHOUSE AT MILES CITY, CUSTER COUNTY, 48.5
 RT0258'FEET EAST OF A GATE AT A FENCE CORNER LEADING TO A RANCH HOUSE, 32
 RT0258'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 1.3 FEET SOUTH OF THE
 RT0258'FENCE.  A STANDARD DISK, STAMPED K 207 1934 AND SET IN THE TOP OF A
 RT0258'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 RT0258
 RT0258                          STATION RECOVERY (1969)
 RT0258
 RT0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0030 ***********************************************************************
 RT0030  DESIGNATION -  K 208
 RT0030  PID         -  RT0030
 RT0030  STATE/COUNTY-  MT/FALLON
 RT0030  USGS QUAD   -  SHELL BUTTE (1981)
 RT0030
 RT0030                         *CURRENT SURVEY CONTROL
 RT0030  ___________________________________________________________________
 RT0030* NAD 83(1986)-  46 36 46.     (N)    104 12 28.     (W)     SCALED    
 RT0030* NAVD 88     -       948.579  (meters)    3112.13   (feet)  ADJUSTED  
 RT0030  ___________________________________________________________________
 RT0030  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 RT0030  DYNAMIC HT  -         948.514 (meters)    3111.92  (feet)  COMP
 RT0030  MODELED GRAV-     980,512.6   (mgal)                       NAVD 88
 RT0030
 RT0030  VERT ORDER  -  SECOND    CLASS 0
 RT0030
 RT0030.The horizontal coordinates were scaled from a topographic map and have
 RT0030.an estimated accuracy of +/- 6 seconds.
 RT0030
 RT0030.The orthometric height was determined by differential leveling
 RT0030.and adjusted by the National Geodetic Survey in June 1991..
 RT0030
 RT0030.The geoid height was determined by GEOID03.
 RT0030
 RT0030.The dynamic height is computed by dividing the NAVD 88
 RT0030.geopotential number by the normal gravity value computed on the
 RT0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0030.degrees latitude (g = 980.6199 gals.).
 RT0030
 RT0030.The modeled gravity was interpolated from observed gravity values.
 RT0030
 RT0030;                    North         East    Units  Estimated Accuracy
 RT0030;SPC MT       -   276,240.    1,004,860.      MT  (+/- 180 meters Scaled)
 RT0030
 RT0030                          SUPERSEDED SURVEY CONTROL
 RT0030
 RT0030  NGVD 29 (??/??/92)  947.966  (m)         3110.12   (f) ADJ UNCH    2 0
 RT0030
 RT0030.Superseded values are not recommended for survey control.
 RT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0030.See file dsdata.txt to determine how the superseded data were derived.
 RT0030
 RT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM606624(NAD 83)
 RT0030_MARKER: DB = BENCH MARK DISK
 RT0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0030_STAMPING: K 208 1934
 RT0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0030+STABILITY: SURFACE MOTION
 RT0030
 RT0030  HISTORY     - Date     Condition        Report By
 RT0030  HISTORY     - 1934     MONUMENTED       CGS
 RT0030  HISTORY     - 1974     GOOD             USGS
 RT0030
 RT0030                          STATION DESCRIPTION
 RT0030
 RT0030'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RT0030'20.4 MI N FROM BAKER.
 RT0030'17.1 MI N ALONG STATE HWY NO. 7 FROM BAKER, THENCE 1.0 MI E TO X-RDS.
 RT0030'86 FT N AND 40 FT E OF THE X-RDS.  A STD DISK, STAMPED K 208 1934 AND
 RT0030'SET IN THE TOP OF A CONC POST PROJECTING ABOUT 4 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0355 ***********************************************************************
 TJ0355  DESIGNATION -  K 21
 TJ0355  PID         -  TJ0355
 TJ0355  STATE/COUNTY-  MT/PHILLIPS
 TJ0355  USGS QUAD   -  BOWDOIN (1984)
 TJ0355
 TJ0355                         *CURRENT SURVEY CONTROL
 TJ0355  ___________________________________________________________________
 TJ0355* NAD 83(1986)-  48 25 15.     (N)    107 31 48.     (W)     SCALED    
 TJ0355* NAVD 88     -       676.049  (meters)    2218.00   (feet)  POSTED    
 TJ0355  ___________________________________________________________________
 TJ0355  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TJ0355  DYNAMIC HT  -         676.140 (meters)    2218.30  (feet)  COMP
 TJ0355  MODELED GRAV-     980,726.0   (mgal)                       NAVD 88
 TJ0355
 TJ0355  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0355
 TJ0355.The horizontal coordinates were scaled from a topographic map and have
 TJ0355.an estimated accuracy of +/- 6 seconds.
 TJ0355
 TJ0355.The orthometric height was determined by differential leveling
 TJ0355.and adjusted by the National Geodetic Survey in 1992..
 TJ0355.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0355.rate of 0.0 thru 1.0 mm/km.
 TJ0355
 TJ0355.The geoid height was determined by GEOID03.
 TJ0355
 TJ0355.The dynamic height is computed by dividing the NAVD 88
 TJ0355.geopotential number by the normal gravity value computed on the
 TJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0355.degrees latitude (g = 980.6199 gals.).
 TJ0355
 TJ0355.The modeled gravity was interpolated from observed gravity values.
 TJ0355
 TJ0355;                    North         East    Units  Estimated Accuracy
 TJ0355;SPC MT       -   465,310.      745,750.      MT  (+/- 180 meters Scaled)
 TJ0355
 TJ0355                          SUPERSEDED SURVEY CONTROL
 TJ0355
 TJ0355  NGVD 29 (??/??/92)  675.326  (m)         2215.63   (f) ADJ UNCH    1 2
 TJ0355
 TJ0355.Superseded values are not recommended for survey control.
 TJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0355.See file dsdata.txt to determine how the superseded data were derived.
 TJ0355
 TJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP128661(NAD 83)
 TJ0355_MARKER: DB = BENCH MARK DISK
 TJ0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TJ0355_SP_SET: ABUTMENT
 TJ0355_STAMPING: 2215.632
 TJ0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0355
 TJ0355  HISTORY     - Date     Condition        Report By
 TJ0355  HISTORY     - UNK      MONUMENTED       CGS
 TJ0355  HISTORY     - 1934     GOOD             NGS
 TJ0355  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0355
 TJ0355                          STATION DESCRIPTION
 TJ0355
 TJ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0355'3.7 MI NE FROM BOWDOIN.
 TJ0355'3.7 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM BOWDOIN,
 TJ0355'PHILLIPS COUNTY, AT STEEL BRIDGE 455, AND IN THE NORTH SIDE OF THE
 TJ0355'WEST END OF THE CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 TJ0355'2215.632.
 TJ0355
 TJ0355                          STATION RECOVERY (1980)
 TJ0355
 TJ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0291 ***********************************************************************
 QW0291  DESIGNATION -  K 215
 QW0291  PID         -  QW0291
 QW0291  STATE/COUNTY-  MT/CARBON
 QW0291  USGS QUAD   -  RED LODGE EAST (1996)
 QW0291
 QW0291                         *CURRENT SURVEY CONTROL
 QW0291  ___________________________________________________________________
 QW0291* NAD 83(1986)-  45 09 40.     (N)    109 09 33.     (W)     SCALED    
 QW0291* NAVD 88     -      1396.331  (meters)    4581.13   (feet)  POSTED    
 QW0291  ___________________________________________________________________
 QW0291  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 QW0291  DYNAMIC HT  -        1395.780 (meters)    4579.32  (feet)  COMP
 QW0291  MODELED GRAV-     980,170.7   (mgal)                       NAVD 88
 QW0291
 QW0291  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0291
 QW0291.The horizontal coordinates were scaled from a topographic map and have
 QW0291.an estimated accuracy of +/- 6 seconds.
 QW0291
 QW0291.The orthometric height was determined by differential leveling
 QW0291.and adjusted by the National Geodetic Survey in 1992..
 QW0291.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0291.rate of 1.1 thru 2.0 mm/km.
 QW0291
 QW0291.The geoid height was determined by GEOID03.
 QW0291
 QW0291.The dynamic height is computed by dividing the NAVD 88
 QW0291.geopotential number by the normal gravity value computed on the
 QW0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0291.degrees latitude (g = 980.6199 gals.).
 QW0291
 QW0291.The modeled gravity was interpolated from observed gravity values.
 QW0291
 QW0291;                    North         East    Units  Estimated Accuracy
 QW0291;SPC MT       -   101,330.      626,800.      MT  (+/- 180 meters Scaled)
 QW0291
 QW0291                          SUPERSEDED SURVEY CONTROL
 QW0291
 QW0291  NGVD 29 (??/??/92) 1395.301  (m)         4577.75   (f) ADJ UNCH    2 0
 QW0291
 QW0291.Superseded values are not recommended for survey control.
 QW0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0291.See file dsdata.txt to determine how the superseded data were derived.
 QW0291
 QW0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR446024(NAD 83)
 QW0291_MARKER: DB = BENCH MARK DISK
 QW0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0291_STAMPING: K 215 1934
 QW0291_MARK LOGO: CGS   
 QW0291_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0291+STABILITY: SURFACE MOTION
 QW0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0291+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1996
 QW0291
 QW0291  HISTORY     - Date     Condition        Report By
 QW0291  HISTORY     - 1934     MONUMENTED       CGS
 QW0291  HISTORY     - 19960426 GOOD             MTDOT
 QW0291  HISTORY     - 19960617 GOOD             MTDOT
 QW0291
 QW0291                          STATION DESCRIPTION
 QW0291
 QW0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0291'6.9 MI SE FROM RED LODGE.
 QW0291'6.9 MILES SOUTHEAST ALONG THE ROAD LEADING TO CODY, WYOMING, FROM THE
 QW0291'POST OFFICE AT RED LODGE, CARBON COUNTY, AT BEARCREEK, ON CITY
 QW0291'PROPERTY, 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 3.2
 QW0291'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FIREBELL TOWER, AND
 QW0291'141.6 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 QW0291'STAMPED K 215 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QW0291
 QW0291                          STATION RECOVERY (1996)
 QW0291
 QW0291'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 QW0291'7.0 MI (11.3 KM) WEST OF RED LODGE, 0.05 MI (0.08 KM) EAST ALONG STATE
 QW0291'HIGHWAY 308 FROM THE BEAR CREEK POST OFFICE TO A ROAD LEFT, TURN LEFT
 QW0291'AND GO NORTH FOR 0.05 MI (0.08 KM) TO AN OPEN AREA AND AN OLD FIRE
 QW0291'BELL TOWER AND THE STATION ON THE RIGHT, 142.0 FT (43.3 M) NORTH OF
 QW0291'THE CENTER OF THE HIGHWAY, 137.8 FT (42.0 M) WEST OF THE ROAD, 131.0
 QW0291'FT (39.9 M) NORTH OF THE FIRE DEPARTMENT BUILDING, 6.0 FT (1.8 M)
 QW0291'SOUTHEAST OF THE SOUTHWEST LEG OF THE TOWER AND 3.0 FT (0.9 M) NORTH
 QW0291'OF A WITNESS POST.
 QW0291
 QW0291                          STATION RECOVERY (1996)
 QW0291
 QW0291'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 QW0291'LOCATED ABOUT 7 MI (11.3 KM) EAST OF RED LODGE.  FROM THE BEAR CREEK
 QW0291'POST OFFICE, GO EAST ON STATE HIGHWAY 308 FOR 0.05 MI (0.08 KM) TO A
 QW0291'ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.05 MI (0.08 KM) TO AN OPEN
 QW0291'AREA AND AN OLD FIRE BELL TOWER AND THE STATION ON THE LEFT, 142.0 FT
 QW0291'(43.3 M) NORTH OF THE CENTER OF THE HIGHWAY, 137.8 FT (42.0 M) WEST OF
 QW0291'THE ROAD, 131.0 FT (39.9 M) NORTH OF THE FIRE DEPARTMENT BUILDING, 6.0
 QW0291'FT (1.8 M) SOUTHEAST OF THE SOUTHWEST LEG OF THE TOWER AND 3.0 FT (0.9
 QW0291'M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0266 ***********************************************************************
 QW0266  DESIGNATION -  K 216
 QW0266  PID         -  QW0266
 QW0266  STATE/COUNTY-  MT/STILLWATER
 QW0266  USGS QUAD   -  ABSAROKEE (1955)
 QW0266
 QW0266                         *CURRENT SURVEY CONTROL
 QW0266  ___________________________________________________________________
 QW0266* NAD 83(1986)-  45 31 20.     (N)    109 26 25.     (W)     SCALED    
 QW0266* NAVD 88     -      1228.801  (meters)    4031.49   (feet)  POSTED    
 QW0266  ___________________________________________________________________
 QW0266  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 QW0266  DYNAMIC HT  -        1228.430 (meters)    4030.27  (feet)  COMP
 QW0266  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 QW0266
 QW0266  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0266
 QW0266.The horizontal coordinates were scaled from a topographic map and have
 QW0266.an estimated accuracy of +/- 6 seconds.
 QW0266
 QW0266.The orthometric height was determined by differential leveling
 QW0266.and adjusted by the National Geodetic Survey in 1992..
 QW0266.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0266.rate of 1.1 thru 2.0 mm/km.
 QW0266
 QW0266.The geoid height was determined by GEOID03.
 QW0266
 QW0266.The dynamic height is computed by dividing the NAVD 88
 QW0266.geopotential number by the normal gravity value computed on the
 QW0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0266.degrees latitude (g = 980.6199 gals.).
 QW0266
 QW0266.The modeled gravity was interpolated from observed gravity values.
 QW0266
 QW0266;                    North         East    Units  Estimated Accuracy
 QW0266;SPC MT       -   141,400.      604,670.      MT  (+/- 180 meters Scaled)
 QW0266
 QW0266                          SUPERSEDED SURVEY CONTROL
 QW0266
 QW0266  NGVD 29 (??/??/92) 1227.930  (m)         4028.63   (f) ADJ UNCH    2 0
 QW0266
 QW0266.Superseded values are not recommended for survey control.
 QW0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0266.See file dsdata.txt to determine how the superseded data were derived.
 QW0266
 QW0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR218421(NAD 83)
 QW0266_MARKER: DB = BENCH MARK DISK
 QW0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0266_STAMPING: K 216 1934
 QW0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0266+STABILITY: SURFACE MOTION
 QW0266
 QW0266  HISTORY     - Date     Condition        Report By
 QW0266  HISTORY     - 1934     MONUMENTED       CGS
 QW0266  HISTORY     - 1954     GOOD             NGS
 QW0266
 QW0266                          STATION DESCRIPTION
 QW0266
 QW0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QW0266'13.6 MI SW FROM COLUMBUS.
 QW0266'13.6 MILES SOUTHWEST ALONG THE ROAD LEADING TO RED LODGE FROM
 QW0266'COLUMBUS, STILLWATER COUNTY, AT ABSAROKEE, 0.2 MILE NORTHEAST OF THE
 QW0266'POST OFFICE, AT THE NORTH END OF MAIN STREET, 49.4 FEET SOUTHWEST OF
 QW0266'THE SOUTHWEST CORNER OF A HOUSE, 45 FEET EAST OF THE CENTERLINE OF A
 QW0266'SIDE ROAD, 34.4 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AT A
 QW0266'CURVE, 3.8 FEET NORTHWEST OF A FENCE CORNER, AND ABOUT 2 FEET LOWER
 QW0266'THAN THE ROAD.  A STANDARD DISK, STAMPED K 216 1934 AND SET IN THE TOP
 QW0266'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0156 ***********************************************************************
 RU0156  DESIGNATION -  K 217
 RU0156  PID         -  RU0156
 RU0156  STATE/COUNTY-  MT/ROSEBUD
 RU0156  USGS QUAD   -  GRIFFIN COULEE (1971)
 RU0156
 RU0156                         *CURRENT SURVEY CONTROL
 RU0156  ___________________________________________________________________
 RU0156* NAD 83(1986)-  46 06 17.     (N)    106 45 45.     (W)     SCALED    
 RU0156* NAVD 88     -       850.227  (meters)    2789.45   (feet)  ADJUSTED  
 RU0156  ___________________________________________________________________
 RU0156  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 RU0156  DYNAMIC HT  -         850.111 (meters)    2789.07  (feet)  COMP
 RU0156  MODELED GRAV-     980,450.5   (mgal)                       NAVD 88
 RU0156
 RU0156  VERT ORDER  -  SECOND    CLASS 0
 RU0156
 RU0156.The horizontal coordinates were scaled from a topographic map and have
 RU0156.an estimated accuracy of +/- 6 seconds.
 RU0156
 RU0156.The orthometric height was determined by differential leveling
 RU0156.and adjusted by the National Geodetic Survey in June 1991..
 RU0156
 RU0156.The geoid height was determined by GEOID03.
 RU0156
 RU0156.The dynamic height is computed by dividing the NAVD 88
 RU0156.geopotential number by the normal gravity value computed on the
 RU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0156.degrees latitude (g = 980.6199 gals.).
 RU0156
 RU0156.The modeled gravity was interpolated from observed gravity values.
 RU0156
 RU0156;                    North         East    Units  Estimated Accuracy
 RU0156;SPC MT       -   209,810.      811,510.      MT  (+/- 180 meters Scaled)
 RU0156
 RU0156                          SUPERSEDED SURVEY CONTROL
 RU0156
 RU0156  NGVD 29 (??/??/92)  849.570  (m)         2787.30   (f) ADJ UNCH    2 0
 RU0156
 RU0156.Superseded values are not recommended for survey control.
 RU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0156.See file dsdata.txt to determine how the superseded data were derived.
 RU0156
 RU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM637071(NAD 83)
 RU0156_MARKER: DB = BENCH MARK DISK
 RU0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0156_STAMPING: K 217 1934
 RU0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0156+STABILITY: SURFACE MOTION
 RU0156
 RU0156  HISTORY     - Date     Condition        Report By
 RU0156  HISTORY     - 1934     MONUMENTED       CGS
 RU0156  HISTORY     - 1937     GOOD             NGS
 RU0156
 RU0156                          STATION DESCRIPTION
 RU0156
 RU0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0156'11.8 MI S FROM NICHOLS.
 RU0156'11.8 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE RAILROAD
 RU0156'JUNCTION AT NICHOLS, ROSEBUD COUNTY, 0.2 MILE NORTH OF MILEPOST 12, AT
 RU0156'ESSIG, 150 FEET NORTHWEST OF A ROAD CROSSING, 134.6 FEET SOUTHWEST OF
 RU0156'THE SOUTHWEST CORNER OF THE CONCRETE BASE OF AN ABANDONED ELEVATOR,
 RU0156'47.5 FEET WEST OF THE WEST RAIL, AND 1.5 FEET BELOW THE LEVEL OF THE
 RU0156'RAIL.  A STANDARD DISK, STAMPED K 217 1934 AND SET IN THE TOP OF A
 RU0156'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0157 ***********************************************************************
 QU0157  DESIGNATION -  K 218
 QU0157  PID         -  QU0157
 QU0157  STATE/COUNTY-  MT/POWDER RIVER
 QU0157  USGS QUAD   -  BIDDLE (1970)
 QU0157
 QU0157                         *CURRENT SURVEY CONTROL
 QU0157  ___________________________________________________________________
 QU0157* NAD 83(1986)-  45 04 17.     (N)    105 15 54.     (W)     SCALED    
 QU0157* NAVD 88     -      1032.445  (meters)    3387.28   (feet)  ADJUSTED  
 QU0157  ___________________________________________________________________
 QU0157  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 QU0157  DYNAMIC HT  -        1032.174 (meters)    3386.39  (feet)  COMP
 QU0157  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 QU0157
 QU0157  VERT ORDER  -  SECOND    CLASS 0
 QU0157
 QU0157.The horizontal coordinates were scaled from a topographic map and have
 QU0157.an estimated accuracy of +/- 6 seconds.
 QU0157
 QU0157.The orthometric height was determined by differential leveling
 QU0157.and adjusted by the National Geodetic Survey in June 1991..
 QU0157
 QU0157.The geoid height was determined by GEOID03.
 QU0157
 QU0157.The dynamic height is computed by dividing the NAVD 88
 QU0157.geopotential number by the normal gravity value computed on the
 QU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0157.degrees latitude (g = 980.6199 gals.).
 QU0157
 QU0157.The modeled gravity was interpolated from observed gravity values.
 QU0157
 QU0157;                    North         East    Units  Estimated Accuracy
 QU0157;SPC MT       -   100,310.      933,330.      MT  (+/- 180 meters Scaled)
 QU0157
 QU0157                          SUPERSEDED SURVEY CONTROL
 QU0157
 QU0157  NGVD 29 (??/??/92) 1031.824  (m)         3385.24   (f) ADJ UNCH    2 0
 QU0157
 QU0157.Superseded values are not recommended for survey control.
 QU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0157.See file dsdata.txt to determine how the superseded data were derived.
 QU0157
 QU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK791909(NAD 83)
 QU0157_MARKER: DB = BENCH MARK DISK
 QU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0157_STAMPING: K 218 1934
 QU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0157+STABILITY: SURFACE MOTION
 QU0157
 QU0157  HISTORY     - Date     Condition        Report By
 QU0157  HISTORY     - 1934     MONUMENTED       CGS
 QU0157  HISTORY     - 1985     MARK NOT FOUND   NGS
 QU0157
 QU0157                          STATION DESCRIPTION
 QU0157
 QU0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0157'4.6 MI SE FROM BIDDLE.
 QU0157'4.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO RIDGE FROM BIDDLE,
 QU0157'ON A SMALL PLATEAU BETWEEN RANCHCREEK ON THE SOUTHWEST AND A
 QU0157'SMALL CREEK ON THE NORTHEAST, AT A FENCE CROSSING THE ROAD, 21
 QU0157'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 2.5 FEET NORTHWEST
 QU0157'OF THE FENCE.  A STANDARD DISK, STAMPED K 218 1934 AND SET IN
 QU0157'THE TOP OF A CONCRETE POST.
 QU0157
 QU0157                          STATION RECOVERY (1985)
 QU0157
 QU0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0157'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0132 ***********************************************************************
 QV0132  DESIGNATION -  K 219
 QV0132  PID         -  QV0132
 QV0132  STATE/COUNTY-  MT/BIG HORN
 QV0132  USGS QUAD   -  CROW AGENCY (1967)
 QV0132
 QV0132                         *CURRENT SURVEY CONTROL
 QV0132  ___________________________________________________________________
 QV0132* NAD 83(1986)-  45 35 34.     (N)    107 27 36.     (W)     SCALED    
 QV0132* NAVD 88     -       927.499  (meters)    3042.97   (feet)  ADJUSTED  
 QV0132  ___________________________________________________________________
 QV0132  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 QV0132  DYNAMIC HT  -         927.298 (meters)    3042.31  (feet)  COMP
 QV0132  MODELED GRAV-     980,367.7   (mgal)                       NAVD 88
 QV0132
 QV0132  VERT ORDER  -  SECOND    CLASS 0
 QV0132
 QV0132.The horizontal coordinates were scaled from a topographic map and have
 QV0132.an estimated accuracy of +/- 6 seconds.
 QV0132
 QV0132.The orthometric height was determined by differential leveling
 QV0132.and adjusted by the National Geodetic Survey in June 1991..
 QV0132
 QV0132.The geoid height was determined by GEOID03.
 QV0132
 QV0132.The dynamic height is computed by dividing the NAVD 88
 QV0132.geopotential number by the normal gravity value computed on the
 QV0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0132.degrees latitude (g = 980.6199 gals.).
 QV0132
 QV0132.The modeled gravity was interpolated from observed gravity values.
 QV0132
 QV0132;                    North         East    Units  Estimated Accuracy
 QV0132;SPC MT       -   151,310.      759,110.      MT  (+/- 180 meters Scaled)
 QV0132
 QV0132                          SUPERSEDED SURVEY CONTROL
 QV0132
 QV0132  NGVD 29 (??/??/92)  926.784  (m)         3040.62   (f) ADJ UNCH    2 0
 QV0132
 QV0132.Superseded values are not recommended for survey control.
 QV0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0132.See file dsdata.txt to determine how the superseded data were derived.
 QV0132
 QV0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL081517(NAD 83)
 QV0132_MARKER: DB = BENCH MARK DISK
 QV0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0132_STAMPING: K 219 1934
 QV0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0132+STABILITY: SURFACE MOTION
 QV0132
 QV0132  HISTORY     - Date     Condition        Report By
 QV0132  HISTORY     - 1934     MONUMENTED       CGS
 QV0132  HISTORY     - 1957     MARK NOT FOUND   NGS
 QV0132
 QV0132                          STATION DESCRIPTION
 QV0132
 QV0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0132'0.6 MI S FROM CROW AGENCY.
 QV0132'0.6 MILE SOUTH ALONG U.S. HIGHWAY 87 E FROM THE POST OFFICE AT CROW
 QV0132'AGENCY, BIG HORN COUNTY, AT THE JUNCTION OF OLD MILITARY ROAD LEADING
 QV0132'EAST TO LAME DEER, 103 FEET SOUTHEAST OF THE CENTERLINE OF THE
 QV0132'INTERSECTION, 76.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 64.8
 QV0132'FEET SOUTH OF THE CENTERLINE OF OLD MILITARY ROAD, AND LEVEL WITH THE
 QV0132'ROAD.  A STANDARD DISK, STAMPED K 219 1934 AND SET IN THE TOP OF A
 QV0132'CONCRETE POST.
 QV0132
 QV0132                          STATION RECOVERY (1957)
 QV0132
 QV0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QV0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0098 ***********************************************************************
 QV0098  DESIGNATION -  K 220
 QV0098  PID         -  QV0098
 QV0098  STATE/COUNTY-  MT/BIG HORN
 QV0098  USGS QUAD   -  PAINTED HILL (1978)
 QV0098
 QV0098                         *CURRENT SURVEY CONTROL
 QV0098  ___________________________________________________________________
 QV0098* NAD 83(1986)-  45 37 28.     (N)    106 45 31.     (W)     SCALED    
 QV0098* NAVD 88     -       995.601  (meters)    3266.40   (feet)  ADJUSTED  
 QV0098  ___________________________________________________________________
 QV0098  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 QV0098  DYNAMIC HT  -         995.381 (meters)    3265.68  (feet)  COMP
 QV0098  MODELED GRAV-     980,361.3   (mgal)                       NAVD 88
 QV0098
 QV0098  VERT ORDER  -  SECOND    CLASS 0
 QV0098
 QV0098.The horizontal coordinates were scaled from a topographic map and have
 QV0098.an estimated accuracy of +/- 6 seconds.
 QV0098
 QV0098.The orthometric height was determined by differential leveling
 QV0098.and adjusted by the National Geodetic Survey in June 1991..
 QV0098
 QV0098.The geoid height was determined by GEOID03.
 QV0098
 QV0098.The dynamic height is computed by dividing the NAVD 88
 QV0098.geopotential number by the normal gravity value computed on the
 QV0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0098.degrees latitude (g = 980.6199 gals.).
 QV0098
 QV0098.The modeled gravity was interpolated from observed gravity values.
 QV0098
 QV0098;                    North         East    Units  Estimated Accuracy
 QV0098;SPC MT       -   156,490.      813,680.      MT  (+/- 180 meters Scaled)
 QV0098
 QV0098                          SUPERSEDED SURVEY CONTROL
 QV0098
 QV0098  NGVD 29 (??/??/92)  994.889  (m)         3264.07   (f) ADJ UNCH    2 0
 QV0098
 QV0098.Superseded values are not recommended for survey control.
 QV0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0098.See file dsdata.txt to determine how the superseded data were derived.
 QV0098
 QV0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL629538(NAD 83)
 QV0098_MARKER: DB = BENCH MARK DISK
 QV0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0098_STAMPING: K 220 1934
 QV0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0098+STABILITY: SURFACE MOTION
 QV0098
 QV0098  HISTORY     - Date     Condition        Report By
 QV0098  HISTORY     - 1934     MONUMENTED       CGS
 QV0098  HISTORY     - 1957     GOOD             USGS
 QV0098
 QV0098                          STATION DESCRIPTION
 QV0098
 QV0098'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0098'5.5 MI W FROM LAME DEER.
 QV0098'IN BIG HORN COUNTY, 5.3 MILES WEST ALONG THE NEWLY ALIGNED STATE
 QV0098'HIGHWAY 8, FROM LAME DEER, ROSEBUD COUNTY, TO THE JUNCTION OF THE
 QV0098'MUDDY CREEK ROAD, THENCE 0.2 MILE NORTHEAST ALONG THE OLD STATE
 QV0098'HIGHWAY 8 TO THE SUMMIT OF A LOW HILL, 65 FEET NORTHWEST OF THE
 QV0098'CENTERLINE OF THE ROAD AND ABOUT 2 FEET LOWER THAN THE ROAD.  A
 QV0098'STANDARD DISK, STAMPED K 220 1934 AND SET IN THE TOP OF A CONCRETE
 QV0098'POST ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0008 ***********************************************************************
 QV0008  DESIGNATION -  K 221
 QV0008  PID         -  QV0008
 QV0008  STATE/COUNTY-  MT/ROSEBUD
 QV0008  USGS QUAD   -  ASHLAND (1995)
 QV0008
 QV0008                         *CURRENT SURVEY CONTROL
 QV0008  ___________________________________________________________________
 QV0008* NAD 83(1986)-  45 36 19.     (N)    106 17 03.     (W)     SCALED    
 QV0008* NAVD 88     -       889.336  (meters)    2917.76   (feet)  ADJUSTED  
 QV0008  ___________________________________________________________________
 QV0008  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 QV0008  DYNAMIC HT  -         889.155 (meters)    2917.17  (feet)  COMP
 QV0008  MODELED GRAV-     980,382.1   (mgal)                       NAVD 88
 QV0008
 QV0008  VERT ORDER  -  SECOND    CLASS 0
 QV0008
 QV0008.The horizontal coordinates were scaled from a topographic map and have
 QV0008.an estimated accuracy of +/- 6 seconds.
 QV0008
 QV0008.The orthometric height was determined by differential leveling
 QV0008.and adjusted by the National Geodetic Survey in June 1991..
 QV0008
 QV0008.The geoid height was determined by GEOID03.
 QV0008
 QV0008.The dynamic height is computed by dividing the NAVD 88
 QV0008.geopotential number by the normal gravity value computed on the
 QV0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0008.degrees latitude (g = 980.6199 gals.).
 QV0008
 QV0008.The modeled gravity was interpolated from observed gravity values.
 QV0008
 QV0008;                    North         East    Units  Estimated Accuracy
 QV0008;SPC MT       -   155,770.      850,730.      MT  (+/- 180 meters Scaled)
 QV0008
 QV0008                          SUPERSEDED SURVEY CONTROL
 QV0008
 QV0008  NGVD 29 (??/??/92)  888.661  (m)         2915.55   (f) ADJ UNCH    2 0
 QV0008
 QV0008.Superseded values are not recommended for survey control.
 QV0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0008.See file dsdata.txt to determine how the superseded data were derived.
 QV0008
 QV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL998509(NAD 83)
 QV0008_MARKER: DB = BENCH MARK DISK
 QV0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0008_STAMPING: K 221 1934
 QV0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0008+STABILITY: SURFACE MOTION
 QV0008
 QV0008  HISTORY     - Date     Condition        Report By
 QV0008  HISTORY     - 1934     MONUMENTED       CGS
 QV0008  HISTORY     - 1937     GOOD             NGS
 QV0008  HISTORY     - 1966     MARK NOT FOUND   USGS
 QV0008
 QV0008                          STATION DESCRIPTION
 QV0008
 QV0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0008'1.6 MI NW FROM ASHLAND.
 QV0008'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 QV0008'ASHLAND, ROSEBUD COUNTY, AT THE JUNCTION OF THE ROAD LEADING TO MILES
 QV0008'CITY, 150.8 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD LEADING TO
 QV0008'MILES CITY, 78.6 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 8, ON
 QV0008'THE NORTHWEST SIDE OF THE UNITED STATES DEPARTMENT OF THE INTERIOR
 QV0008'BUILDING (INDIAN AFFAIRS FARM STATION), AND 3.8 FEET WEST OF THE WEST
 QV0008'WALL OF THE BUILDING.  A STANDARD DISK, STAMPED K 221 1934 AND SET IN
 QV0008'THE TOP OF A CONCRETE POST.
 QV0008
 QV0008                          STATION RECOVERY (1966)
 QV0008
 QV0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QV0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0083 ***********************************************************************
 QV0083  DESIGNATION -  K 222
 QV0083  PID         -  QV0083
 QV0083  STATE/COUNTY-  MT/ROSEBUD
 QV0083  USGS QUAD   -  BIRNEY SW (1967)
 QV0083
 QV0083                         *CURRENT SURVEY CONTROL
 QV0083  ___________________________________________________________________
 QV0083* NAD 83(1986)-  45 16 02.     (N)    106 38 37.     (W)     SCALED    
 QV0083* NAVD 88     -       981.828  (meters)    3221.21   (feet)  ADJUSTED  
 QV0083  ___________________________________________________________________
 QV0083  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QV0083  DYNAMIC HT  -         981.571 (meters)    3220.37  (feet)  COMP
 QV0083  MODELED GRAV-     980,321.8   (mgal)                       NAVD 88
 QV0083
 QV0083  VERT ORDER  -  SECOND    CLASS 0
 QV0083
 QV0083.The horizontal coordinates were scaled from a topographic map and have
 QV0083.an estimated accuracy of +/- 6 seconds.
 QV0083
 QV0083.The orthometric height was determined by differential leveling
 QV0083.and adjusted by the National Geodetic Survey in June 1991..
 QV0083
 QV0083.The geoid height was determined by GEOID03.
 QV0083
 QV0083.The dynamic height is computed by dividing the NAVD 88
 QV0083.geopotential number by the normal gravity value computed on the
 QV0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0083.degrees latitude (g = 980.6199 gals.).
 QV0083
 QV0083.The modeled gravity was interpolated from observed gravity values.
 QV0083
 QV0083;                    North         East    Units  Estimated Accuracy
 QV0083;SPC MT       -   117,150.      824,090.      MT  (+/- 180 meters Scaled)
 QV0083
 QV0083                          SUPERSEDED SURVEY CONTROL
 QV0083
 QV0083  NGVD 29 (??/??/92)  981.159  (m)         3219.02   (f) ADJ UNCH    2 0
 QV0083
 QV0083.Superseded values are not recommended for survey control.
 QV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0083.See file dsdata.txt to determine how the superseded data were derived.
 QV0083
 QV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL710139(NAD 83)
 QV0083_MARKER: DB = BENCH MARK DISK
 QV0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0083_STAMPING: K 222 1934
 QV0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0083+STABILITY: SURFACE MOTION
 QV0083
 QV0083  HISTORY     - Date     Condition        Report By
 QV0083  HISTORY     - 1934     MONUMENTED       CGS
 QV0083
 QV0083                          STATION DESCRIPTION
 QV0083
 QV0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QV0083'7.8 MI S FROM BIRNEY.
 QV0083'7.8 MILES SOUTH ALONG THE ROAD LEADING TO DECKER FROM THE POST OFFICE
 QV0083'AT BIRNEY, ROSEBUD COUNTY, 75 FEET EAST OF THE BASE OF A CLAY HILL, ON
 QV0083'LEVEL GROUND, 58 FEET NORTHWEST OF A FENCE, 29 FEET NORTHWEST OF THE
 QV0083'CENTERLINE OF THE ROAD, AND 1-1/2 FEET HIGHER THAN THE ROAD.  A
 QV0083'STANDARD DISK, STAMPED K 222 1934 AND SET IN THE TOP OF A CONCRETE
 QV0083'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0020 ***********************************************************************
 QV0020  DESIGNATION -  K 223
 QV0020  PID         -  QV0020
 QV0020  STATE/COUNTY-  MT/ROSEBUD
 QV0020  USGS QUAD   -  ASHLAND NE (1973)
 QV0020
 QV0020                         *CURRENT SURVEY CONTROL
 QV0020  ___________________________________________________________________
 QV0020* NAD 83(1986)-  45 42 45.     (N)    106 18 02.     (W)     SCALED    
 QV0020* NAVD 88     -       869.932  (meters)    2854.10   (feet)  ADJUSTED  
 QV0020  ___________________________________________________________________
 QV0020  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 QV0020  DYNAMIC HT  -         869.767 (meters)    2853.56  (feet)  COMP
 QV0020  MODELED GRAV-     980,397.4   (mgal)                       NAVD 88
 QV0020
 QV0020  VERT ORDER  -  SECOND    CLASS 0
 QV0020
 QV0020.The horizontal coordinates were scaled from a topographic map and have
 QV0020.an estimated accuracy of +/- 6 seconds.
 QV0020
 QV0020.The orthometric height was determined by differential leveling
 QV0020.and adjusted by the National Geodetic Survey in June 1991..
 QV0020
 QV0020.The geoid height was determined by GEOID03.
 QV0020
 QV0020.The dynamic height is computed by dividing the NAVD 88
 QV0020.geopotential number by the normal gravity value computed on the
 QV0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0020.degrees latitude (g = 980.6199 gals.).
 QV0020
 QV0020.The modeled gravity was interpolated from observed gravity values.
 QV0020
 QV0020;                    North         East    Units  Estimated Accuracy
 QV0020;SPC MT       -   167,620.      848,960.      MT  (+/- 180 meters Scaled)
 QV0020
 QV0020                          SUPERSEDED SURVEY CONTROL
 QV0020
 QV0020  NGVD 29 (??/??/92)  869.263  (m)         2851.91   (f) ADJ UNCH    2 0
 QV0020
 QV0020.Superseded values are not recommended for survey control.
 QV0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0020.See file dsdata.txt to determine how the superseded data were derived.
 QV0020
 QV0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL987629(NAD 83)
 QV0020_MARKER: DB = BENCH MARK DISK
 QV0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0020_STAMPING: K 223 1934
 QV0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0020+STABILITY: SURFACE MOTION
 QV0020
 QV0020  HISTORY     - Date     Condition        Report By
 QV0020  HISTORY     - 1934     MONUMENTED       CGS
 QV0020  HISTORY     - 1937     GOOD             NGS
 QV0020
 QV0020                          STATION DESCRIPTION
 QV0020
 QV0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0020'9.5 MI NW FROM ASHLAND.
 QV0020'9.5 MILES NORTHWEST ALONG THE COUNTY ROAD LEADING TO GARLAND FROM THE
 QV0020'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, 8 MILES NORTHWEST OF A UNITED
 QV0020'STATES DEPARTMENT OF INTERIOR BUILDING, 1 MILE WEST OF TONGUE RIVER,
 QV0020'0.3 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING TO FORSYTH, 0.2
 QV0020'MILE SOUTHEAST OF THE HEADDY SCHOOLHOUSE, OPPOSITE A LARGE CLAY HILL,
 QV0020'28 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF AN IRRIGATION DITCH, 59
 QV0020'FEET EAST OF THE CENTERLINE OF THE ROAD, 78 FEET WEST OF A FENCE, AND
 QV0020'ON LEVEL GROUND.  A STANDARD DISK, STAMPED K 223 1934 AND SET IN THE
 QV0020'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0317 ***********************************************************************
 RT0317  DESIGNATION -  K 224
 RT0317  PID         -  RT0317
 RT0317  STATE/COUNTY-  MT/CUSTER
 RT0317  USGS QUAD   -  CIRCLE L CREEK (1969)
 RT0317
 RT0317                         *CURRENT SURVEY CONTROL
 RT0317  ___________________________________________________________________
 RT0317* NAD 83(1986)-  46 08 06.     (N)    105 48 24.     (W)     SCALED    
 RT0317* NAVD 88     -       796.399  (meters)    2612.85   (feet)  ADJUSTED  
 RT0317  ___________________________________________________________________
 RT0317  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RT0317  DYNAMIC HT  -         796.301 (meters)    2612.53  (feet)  COMP
 RT0317  MODELED GRAV-     980,466.1   (mgal)                       NAVD 88
 RT0317
 RT0317  VERT ORDER  -  SECOND    CLASS 0
 RT0317
 RT0317.The horizontal coordinates were scaled from a topographic map and have
 RT0317.an estimated accuracy of +/- 6 seconds.
 RT0317
 RT0317.The orthometric height was determined by differential leveling
 RT0317.and adjusted by the National Geodetic Survey in June 1991..
 RT0317
 RT0317.The geoid height was determined by GEOID03.
 RT0317
 RT0317.The dynamic height is computed by dividing the NAVD 88
 RT0317.geopotential number by the normal gravity value computed on the
 RT0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0317.degrees latitude (g = 980.6199 gals.).
 RT0317
 RT0317.The modeled gravity was interpolated from observed gravity values.
 RT0317
 RT0317;                    North         East    Units  Estimated Accuracy
 RT0317;SPC MT       -   216,200.      885,160.      MT  (+/- 180 meters Scaled)
 RT0317
 RT0317                          SUPERSEDED SURVEY CONTROL
 RT0317
 RT0317  NGVD 29 (??/??/92)  795.743  (m)         2610.70   (f) ADJ UNCH    2 0
 RT0317
 RT0317.Superseded values are not recommended for survey control.
 RT0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0317.See file dsdata.txt to determine how the superseded data were derived.
 RT0317
 RT0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM376093(NAD 83)
 RT0317_MARKER: DB = BENCH MARK DISK
 RT0317_SETTING: 0 = UNSPECIFIED SETTING
 RT0317_STAMPING: K 224 1934
 RT0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0317
 RT0317  HISTORY     - Date     Condition        Report By
 RT0317  HISTORY     - 1934     MONUMENTED       CGS
 RT0317  HISTORY     - 1969     GOOD             USGS
 RT0317
 RT0317                          STATION DESCRIPTION
 RT0317
 RT0317'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0317'13.5 MI SW FROM MILES CITY.
 RT0317'MILES CITY 13.5 MILES SOUTH OF POST OFFICE, ALONG U.S. HIGHWAY 312 TO
 RT0317'T-ROAD SOUTHWEST.  THENCE 9.2 MILES SOUTHWESTERLY ALONG TONGUE RIVER
 RT0317'RD. TO RD. JCT. WEST.  900 FEET SOUTH OF AN EAST WEST FENCE LINE, 0.3
 RT0317'MILE SOUTHWEST OF A PROMINENT DOME SHAPED HILL.  500 FEET WEST ALONG
 RT0317'ROAD TO A FAINT TRAIL SOUTH, 165 FEET SOUTHEAST ALONG TRAIL AND 75
 RT0317'FEET SOUTHWEST FROM TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0221 ***********************************************************************
 QU0221  DESIGNATION -  K 225
 QU0221  PID         -  QU0221
 QU0221  STATE/COUNTY-  MT/POWDER RIVER
 QU0221  USGS QUAD   -  BOX ELDER CREEK (1973)
 QU0221
 QU0221                         *CURRENT SURVEY CONTROL
 QU0221  ___________________________________________________________________
 QU0221* NAD 83(1986)-  45 41 27.     (N)    105 42 04.     (W)     SCALED    
 QU0221* NAVD 88     -       983.927  (meters)    3228.10   (feet)  ADJUSTED  
 QU0221  ___________________________________________________________________
 QU0221  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 QU0221  DYNAMIC HT  -         983.731 (meters)    3227.46  (feet)  COMP
 QU0221  MODELED GRAV-     980,383.3   (mgal)                       NAVD 88
 QU0221
 QU0221  VERT ORDER  -  SECOND    CLASS 0
 QU0221
 QU0221.The horizontal coordinates were scaled from a topographic map and have
 QU0221.an estimated accuracy of +/- 6 seconds.
 QU0221
 QU0221.The orthometric height was determined by differential leveling
 QU0221.and adjusted by the National Geodetic Survey in June 1991..
 QU0221
 QU0221.The geoid height was determined by GEOID03.
 QU0221
 QU0221.The dynamic height is computed by dividing the NAVD 88
 QU0221.geopotential number by the normal gravity value computed on the
 QU0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0221.degrees latitude (g = 980.6199 gals.).
 QU0221
 QU0221.The modeled gravity was interpolated from observed gravity values.
 QU0221
 QU0221;                    North         East    Units  Estimated Accuracy
 QU0221;SPC MT       -   167,300.      895,690.      MT  (+/- 180 meters Scaled)
 QU0221
 QU0221                          SUPERSEDED SURVEY CONTROL
 QU0221
 QU0221  NGVD 29 (??/??/92)  983.257  (m)         3225.90   (f) ADJ UNCH    2 0
 QU0221
 QU0221.Superseded values are not recommended for survey control.
 QU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0221.See file dsdata.txt to determine how the superseded data were derived.
 QU0221
 QU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL454599(NAD 83)
 QU0221_MARKER: DB = BENCH MARK DISK
 QU0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0221_STAMPING: K 225 1934
 QU0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0221+STABILITY: SURFACE MOTION
 QU0221
 QU0221  HISTORY     - Date     Condition        Report By
 QU0221  HISTORY     - 1934     MONUMENTED       CGS
 QU0221
 QU0221                          STATION DESCRIPTION
 QU0221
 QU0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0221'14.9 MI NW FROM OLIVE.
 QU0221'4.8 MILES NORTH ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE AT
 QU0221'OLIVE, POWDER RIVER COUNTY, THENCE 10.1 MILES WEST ALONG THE
 QU0221'COUNTY ROAD LEADING TO STACEY, 0.9 MILE WEST OF A YELLOW CLAY
 QU0221'HILL, IN LEVEL OPEN COUNTRY, 37.8 FEET NORTHEAST OF THE
 QU0221'CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD
 QU0221'DISK, STAMPED K 225 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0182 ***********************************************************************
 QU0182  DESIGNATION -  K 226
 QU0182  PID         -  QU0182
 QU0182  STATE/COUNTY-  MT/POWDER RIVER
 QU0182  USGS QUAD   -  MOORHEAD (1970)
 QU0182
 QU0182                         *CURRENT SURVEY CONTROL
 QU0182  ___________________________________________________________________
 QU0182* NAD 83(1986)-  45 05 03.     (N)    105 51 40.     (W)     SCALED    
 QU0182* NAVD 88     -      1070.039  (meters)    3510.62   (feet)  ADJUSTED  
 QU0182  ___________________________________________________________________
 QU0182  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 QU0182  DYNAMIC HT  -        1069.740 (meters)    3509.64  (feet)  COMP
 QU0182  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 QU0182
 QU0182  VERT ORDER  -  SECOND    CLASS 0
 QU0182
 QU0182.The horizontal coordinates were scaled from a topographic map and have
 QU0182.an estimated accuracy of +/- 6 seconds.
 QU0182
 QU0182.The orthometric height was determined by differential leveling
 QU0182.and adjusted by the National Geodetic Survey in June 1991..
 QU0182
 QU0182.The geoid height was determined by GEOID03.
 QU0182
 QU0182.The dynamic height is computed by dividing the NAVD 88
 QU0182.geopotential number by the normal gravity value computed on the
 QU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0182.degrees latitude (g = 980.6199 gals.).
 QU0182
 QU0182.The modeled gravity was interpolated from observed gravity values.
 QU0182
 QU0182;                    North         East    Units  Estimated Accuracy
 QU0182;SPC MT       -    99,370.      886,380.      MT  (+/- 180 meters Scaled)
 QU0182
 QU0182                          SUPERSEDED SURVEY CONTROL
 QU0182
 QU0182  NGVD 29 (??/??/92) 1069.405  (m)         3508.54   (f) ADJ UNCH    2 0
 QU0182
 QU0182.Superseded values are not recommended for survey control.
 QU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0182.See file dsdata.txt to determine how the superseded data were derived.
 QU0182
 QU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK322926(NAD 83)
 QU0182_MARKER: DB = BENCH MARK DISK
 QU0182_SETTING: 66 = SET IN ROCK OUTCROP
 QU0182_SP_SET: LARGE GRAY RIVER
 QU0182_STAMPING: K 226 1934
 QU0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0182+STABILITY: POSITION/ELEVATION WELL
 QU0182
 QU0182  HISTORY     - Date     Condition        Report By
 QU0182  HISTORY     - 1934     MONUMENTED       CGS
 QU0182  HISTORY     - 1953     GOOD             NGS
 QU0182
 QU0182                          STATION DESCRIPTION
 QU0182
 QU0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0182'1.8 MI NE FROM MOORHEAD.
 QU0182'1.8 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO BROADUS
 QU0182'FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY, AT THE
 QU0182'TOP OF A HILL, 44.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 QU0182'NEAR A SMALL PINE TREE GROWING IN A ROCK, 36.4 FEET WEST OF A FENCE,
 QU0182'2.6 FEET NORTHWEST OF A 6-INCH PINE TREE, IN THE TOP OF A LARGE
 QU0182'GRAY ROCK, AND 6 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 QU0182'STAMPED K 226 1934.
 QU0182
 QU0182                          STATION RECOVERY (1953)
 QU0182
 QU0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QU0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0172 ***********************************************************************
 ST0172  DESIGNATION -  K 227
 ST0172  PID         -  ST0172
 ST0172  STATE/COUNTY-  MT/TETON
 ST0172  USGS QUAD   -  BYNUM RESERVOIR (1987)
 ST0172
 ST0172                         *CURRENT SURVEY CONTROL
 ST0172  ___________________________________________________________________
 ST0172* NAD 83(1986)-  47 53 13.     (N)    112 23 26.     (W)     SCALED    
 ST0172* NAVD 88     -      1293.592  (meters)    4244.06   (feet)  ADJUSTED  
 ST0172  ___________________________________________________________________
 ST0172  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 ST0172  DYNAMIC HT  -        1293.487 (meters)    4243.72  (feet)  COMP
 ST0172  MODELED GRAV-     980,485.5   (mgal)                       NAVD 88
 ST0172
 ST0172  VERT ORDER  -  SECOND    CLASS 0
 ST0172
 ST0172.The horizontal coordinates were scaled from a topographic map and have
 ST0172.an estimated accuracy of +/- 6 seconds.
 ST0172
 ST0172.The orthometric height was determined by differential leveling
 ST0172.and adjusted by the National Geodetic Survey in June 1991..
 ST0172
 ST0172.The geoid height was determined by GEOID03.
 ST0172
 ST0172.The dynamic height is computed by dividing the NAVD 88
 ST0172.geopotential number by the normal gravity value computed on the
 ST0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0172.degrees latitude (g = 980.6199 gals.).
 ST0172
 ST0172.The modeled gravity was interpolated from observed gravity values.
 ST0172
 ST0172;                    North         East    Units  Estimated Accuracy
 ST0172;SPC MT       -   408,120.      383,980.      MT  (+/- 180 meters Scaled)
 ST0172
 ST0172                          SUPERSEDED SURVEY CONTROL
 ST0172
 ST0172  NGVD 29 (??/??/92) 1292.595  (m)         4240.79   (f) ADJ UNCH    2 0
 ST0172
 ST0172.Superseded values are not recommended for survey control.
 ST0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0172.See file dsdata.txt to determine how the superseded data were derived.
 ST0172
 ST0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU960046(NAD 83)
 ST0172_MARKER: DB = BENCH MARK DISK
 ST0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0172_STAMPING: K 227 1961
 ST0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0172+STABILITY: SURFACE MOTION
 ST0172
 ST0172  HISTORY     - Date     Condition        Report By
 ST0172  HISTORY     - 1961     MONUMENTED       CGS
 ST0172
 ST0172                          STATION DESCRIPTION
 ST0172
 ST0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0172'11.95 MI NW FROM CHOTEAU.
 ST0172'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0172'CHOTEAU, THENCE 6.6 MILES WEST ALONG A GRAVEL ROAD, 48 FEET SOUTH OF
 ST0172'THE CENTER LINE OF THE ROAD, 20.1 FEET SOUTH OF A FENCE, 2 FEET EAST
 ST0172'OF POWER LINE POLE BDB 101 WITH 4 GUY WIRES, 3.0 FEET WEST OF A
 ST0172'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 ST0172'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0396 ***********************************************************************
 ST0396  DESIGNATION -  K 228
 ST0396  PID         -  ST0396
 ST0396  STATE/COUNTY-  MT/TETON
 ST0396  USGS QUAD   -  LAKE THEBOE (1995)
 ST0396
 ST0396                         *CURRENT SURVEY CONTROL
 ST0396  ___________________________________________________________________
 ST0396* NAD 83(1986)-  47 49 12.     (N)    112 32 28.     (W)     SCALED    
 ST0396* NAVD 88     -      1378.245  (meters)    4521.79   (feet)  ADJUSTED  
 ST0396  ___________________________________________________________________
 ST0396  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 ST0396  DYNAMIC HT  -        1378.086 (meters)    4521.27  (feet)  COMP
 ST0396  MODELED GRAV-     980,448.7   (mgal)                       NAVD 88
 ST0396
 ST0396  VERT ORDER  -  SECOND    CLASS 0
 ST0396
 ST0396.The horizontal coordinates were scaled from a topographic map and have
 ST0396.an estimated accuracy of +/- 6 seconds.
 ST0396
 ST0396.The orthometric height was determined by differential leveling
 ST0396.and adjusted by the National Geodetic Survey in June 1991..
 ST0396
 ST0396.The geoid height was determined by GEOID03.
 ST0396
 ST0396.The dynamic height is computed by dividing the NAVD 88
 ST0396.geopotential number by the normal gravity value computed on the
 ST0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0396.degrees latitude (g = 980.6199 gals.).
 ST0396
 ST0396.The modeled gravity was interpolated from observed gravity values.
 ST0396
 ST0396;                    North         East    Units  Estimated Accuracy
 ST0396;SPC MT       -   401,110.      372,440.      MT  (+/- 180 meters Scaled)
 ST0396
 ST0396                          SUPERSEDED SURVEY CONTROL
 ST0396
 ST0396  NGVD 29 (??/??/92) 1377.206  (m)         4518.38   (f) ADJ UNCH    2 0
 ST0396
 ST0396.Superseded values are not recommended for survey control.
 ST0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0396.See file dsdata.txt to determine how the superseded data were derived.
 ST0396
 ST0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT846974(NAD 83)
 ST0396_MARKER: DB = BENCH MARK DISK
 ST0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0396_STAMPING: K 228 1961
 ST0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0396+STABILITY: SURFACE MOTION
 ST0396
 ST0396  HISTORY     - Date     Condition        Report By
 ST0396  HISTORY     - 1961     MONUMENTED       CGS
 ST0396
 ST0396                          STATION DESCRIPTION
 ST0396
 ST0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0396'23.7 MI W FROM CHOTEAU.
 ST0396'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0396'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.05 MILES
 ST0396'SOUTH ALONG A GRAVEL ROAD, THENCE 3.35 MILES WEST ALONG A GRAVEL ROAD,
 ST0396'AT THE T JUNCTION OF A GRAVEL ROAD SOUTH, 37 1/2 FEET NORTH-NORTHEAST
 ST0396'OF THE CENTER OF THE JUNCTION, 37 FEET NORTH OF THE CENTER LINE OF THE
 ST0396'ROAD, 68 FEET NORTHEAST OF AND ACROSS THE ROAD FROM POWER LINE POLE X
 ST0396'423 WITH GUY WIRE, 16.0 FEET EAST OF THE EAST END OF A GATE, 5 FEET
 ST0396'EAST OF A TELEPHONE POLE, 3.0 FEET SOUTH OF A FENCE, 2.1 FEET WEST OF
 ST0396'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROADS, AND SET IN THE TOP
 ST0396'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0040 ***********************************************************************
 ST0040  DESIGNATION -  K 229
 ST0040  PID         -  ST0040
 ST0040  STATE/COUNTY-  MT/TETON
 ST0040  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0040
 ST0040                         *CURRENT SURVEY CONTROL
 ST0040  ___________________________________________________________________
 ST0040* NAD 83(1986)-  47 44 04.     (N)    112 13 51.     (W)     SCALED    
 ST0040* NAVD 88     -      1237.656  (meters)    4060.54   (feet)  ADJUSTED  
 ST0040  ___________________________________________________________________
 ST0040  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 ST0040  DYNAMIC HT  -        1237.543 (meters)    4060.17  (feet)  COMP
 ST0040  MODELED GRAV-     980,478.2   (mgal)                       NAVD 88
 ST0040
 ST0040  VERT ORDER  -  SECOND    CLASS 0
 ST0040
 ST0040.The horizontal coordinates were scaled from a topographic map and have
 ST0040.an estimated accuracy of +/- 6 seconds.
 ST0040
 ST0040.The orthometric height was determined by differential leveling
 ST0040.and adjusted by the National Geodetic Survey in June 1991..
 ST0040
 ST0040.The geoid height was determined by GEOID03.
 ST0040
 ST0040.The dynamic height is computed by dividing the NAVD 88
 ST0040.geopotential number by the normal gravity value computed on the
 ST0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0040.degrees latitude (g = 980.6199 gals.).
 ST0040
 ST0040.The modeled gravity was interpolated from observed gravity values.
 ST0040
 ST0040;                    North         East    Units  Estimated Accuracy
 ST0040;SPC MT       -   390,750.      395,320.      MT  (+/- 180 meters Scaled)
 ST0040
 ST0040                          SUPERSEDED SURVEY CONTROL
 ST0040
 ST0040  NGVD 29 (??/??/92) 1236.672  (m)         4057.31   (f) ADJ UNCH    2 0
 ST0040
 ST0040.Superseded values are not recommended for survey control.
 ST0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0040.See file dsdata.txt to determine how the superseded data were derived.
 ST0040
 ST0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT077875(NAD 83)
 ST0040_MARKER: DB = BENCH MARK DISK
 ST0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0040_STAMPING: K 229 1961
 ST0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0040+STABILITY: SURFACE MOTION
 ST0040
 ST0040  HISTORY     - Date     Condition        Report By
 ST0040  HISTORY     - 1961     MONUMENTED       CGS
 ST0040
 ST0040                          STATION DESCRIPTION
 ST0040
 ST0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0040'6.1 MI S FROM CHOTEAU.
 ST0040'6.1 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0040'CHOTEAU, 0.05 MILE NORTH OF A WOODEN BRIDGE OVER A SMALL CREEK, 50.5
 ST0040'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET EAST OF THE EAST
 ST0040'END OF A WIRE GATE, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 ST0040'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 ST0040'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0142 ***********************************************************************
 TK0142  DESIGNATION -  K 23
 TK0142  PID         -  TK0142
 TK0142  STATE/COUNTY-  MT/BLAINE
 TK0142  USGS QUAD   -  ZURICH (1964)
 TK0142
 TK0142                         *CURRENT SURVEY CONTROL
 TK0142  ___________________________________________________________________
 TK0142* NAD 83(1986)-  48 35 06.     (N)    109 06 02.     (W)     SCALED    
 TK0142* NAVD 88     -       730.802  (meters)    2397.64   (feet)  ADJUSTED  
 TK0142  ___________________________________________________________________
 TK0142  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0142  DYNAMIC HT  -         730.883 (meters)    2397.91  (feet)  COMP
 TK0142  MODELED GRAV-     980,698.6   (mgal)                       NAVD 88
 TK0142  OBS GRAVITY -     980,697.3   (mgal)                       GRAV_OBS
 TK0142
 TK0142  VERT ORDER  -  FIRST     CLASS II
 TK0142
 TK0142.The horizontal coordinates were scaled from a topographic map and have
 TK0142.an estimated accuracy of +/- 6 seconds.
 TK0142
 TK0142.The orthometric height was determined by differential leveling
 TK0142.and adjusted by the National Geodetic Survey in June 1991..
 TK0142
 TK0142.The geoid height was determined by GEOID03.
 TK0142
 TK0142.The dynamic height is computed by dividing the NAVD 88
 TK0142.geopotential number by the normal gravity value computed on the
 TK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0142.degrees latitude (g = 980.6199 gals.).
 TK0142
 TK0142.The modeled gravity was interpolated from observed gravity values.
 TK0142.The observed gravity was obtained from relative gravimeter ties
 TK0142.to the IGSN71 gravity network.
 TK0142
 TK0142;                    North         East    Units  Estimated Accuracy
 TK0142;SPC MT       -   481,800.      629,460.      MT  (+/- 180 meters Scaled)
 TK0142
 TK0142                          SUPERSEDED SURVEY CONTROL
 TK0142
 TK0142  NGVD 29 (??/??/92)  730.021  (m)         2395.08   (f) ADJ UNCH    1 2
 TK0142
 TK0142.Superseded values are not recommended for survey control.
 TK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0142.See file dsdata.txt to determine how the superseded data were derived.
 TK0142
 TK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU400830(NAD 83)
 TK0142_MARKER: DB = BENCH MARK DISK
 TK0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TK0142_SP_SET: ABUTMENT
 TK0142_STAMPING: 2395.077
 TK0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0142
 TK0142  HISTORY     - Date     Condition        Report By
 TK0142  HISTORY     - UNK      MONUMENTED       CGS
 TK0142  HISTORY     - 1939     GOOD             NGS
 TK0142  HISTORY     - 1979     GOOD             NGS
 TK0142  HISTORY     - 1982     GOOD             NGS
 TK0142
 TK0142                          STATION DESCRIPTION
 TK0142
 TK0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 TK0142'0.5 MI E FROM NORTH FORK.
 TK0142'0.5 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM NORTH FORK, BLAINE
 TK0142'COUNTY, 0.3 MILE EAST OF MILEPOST 403, AT BRIDGE 549 OVER NORTH FORK
 TK0142'OF MILK RIVER, AND IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT. A
 TK0142'STANDARD DISK, STAMPED 2395.077.
 TK0142
 TK0142                          STATION RECOVERY (1979)
 TK0142
 TK0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0142'ADD=6 FEET NORTH OF THE NORTH RAIL.
 TK0142
 TK0142                          STATION RECOVERY (1982)
 TK0142
 TK0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0142'6.66 KM (6.0 MILE) EAST ALONG U.S. HIGHWAY 2 FROM THE BURLINGTON
 TK0142'NORTHERN RAILROAD STATION IS CHINOOK TO THE RAILROAD BRIDGE OVER THE
 TK0142'MILK RIVER AND THE MARK IN THE NORTH END OF THE WEST ABUTMENT 1.8 M
 TK0142'(6 FT) NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0117 ***********************************************************************
 ST0117  DESIGNATION -  K 230
 ST0117  PID         -  ST0117
 ST0117  STATE/COUNTY-  MT/TETON
 ST0117  USGS QUAD   -  PISHKUN RESERVOIR (1987)
 ST0117
 ST0117                         *CURRENT SURVEY CONTROL
 ST0117  ___________________________________________________________________
 ST0117* NAD 83(1986)-  47 41 08.     (N)    112 26 48.     (W)     SCALED    
 ST0117* NAVD 88     -      1341.112  (meters)    4399.97   (feet)  ADJUSTED  
 ST0117  ___________________________________________________________________
 ST0117  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 ST0117  DYNAMIC HT  -        1340.944 (meters)    4399.41  (feet)  COMP
 ST0117  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 ST0117
 ST0117  VERT ORDER  -  SECOND    CLASS 0
 ST0117
 ST0117.The horizontal coordinates were scaled from a topographic map and have
 ST0117.an estimated accuracy of +/- 6 seconds.
 ST0117
 ST0117.The orthometric height was determined by differential leveling
 ST0117.and adjusted by the National Geodetic Survey in June 1991..
 ST0117
 ST0117.The geoid height was determined by GEOID03.
 ST0117
 ST0117.The dynamic height is computed by dividing the NAVD 88
 ST0117.geopotential number by the normal gravity value computed on the
 ST0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0117.degrees latitude (g = 980.6199 gals.).
 ST0117
 ST0117.The modeled gravity was interpolated from observed gravity values.
 ST0117
 ST0117;                    North         East    Units  Estimated Accuracy
 ST0117;SPC MT       -   385,910.      378,940.      MT  (+/- 180 meters Scaled)
 ST0117
 ST0117                          SUPERSEDED SURVEY CONTROL
 ST0117
 ST0117  NGVD 29 (??/??/92) 1340.086  (m)         4396.60   (f) ADJ UNCH    2 0
 ST0117
 ST0117.Superseded values are not recommended for survey control.
 ST0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0117.See file dsdata.txt to determine how the superseded data were derived.
 ST0117
 ST0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT914823(NAD 83)
 ST0117_MARKER: DB = BENCH MARK DISK
 ST0117_SETTING: 80 = SET IN A BOULDER
 ST0117_SP_SET: BOULDER
 ST0117_STAMPING: K 230 1961
 ST0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0117+STABILITY: SURFACE MOTION
 ST0117
 ST0117  HISTORY     - Date     Condition        Report By
 ST0117  HISTORY     - 1961     MONUMENTED       CGS
 ST0117
 ST0117                          STATION DESCRIPTION
 ST0117
 ST0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0117'18.9 MI SW FROM CHOTEAU.
 ST0117'0.8 MILE SOUTH ALONG STATE HIGHWAY 287 FROM THE TETON HIGH SCHOOL AT
 ST0117'CHOTEAU, THENCE 5.5 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 ST0117'WEST ALONG A GRAVEL ROAD, THENCE 5.9 MILES SOUTHWEST ALONG A GRADED
 ST0117'ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A GRADED ROAD, ABOUT 60 YARDS
 ST0117'EAST-SOUTHEAST OF THE EAST-SOUTHEAST SIDE OF PISHKUN RESERVIOR, IN THE
 ST0117'TOP OF A 1 1/2 BY 2 FOOT BOULDER WHICH PROJECTS ABOUT 0.5 FOOT ABOVE
 ST0117'THE GROUND, 50 1/2 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 ST0117'3.5 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 12 FEET HIGHER THAN
 ST0117'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1132 ***********************************************************************
 SS1132  DESIGNATION -  K 231
 SS1132  PID         -  SS1132
 SS1132  STATE/COUNTY-  MT/TETON
 SS1132  USGS QUAD   -  COLLINS SE (1987)
 SS1132
 SS1132                         *CURRENT SURVEY CONTROL
 SS1132  ___________________________________________________________________
 SS1132* NAD 83(1986)-  47 47 04.     (N)    111 50 18.     (W)     SCALED    
 SS1132* NAVD 88     -      1156.871  (meters)    3795.50   (feet)  ADJUSTED  
 SS1132  ___________________________________________________________________
 SS1132  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 SS1132  DYNAMIC HT  -        1156.815 (meters)    3795.32  (feet)  COMP
 SS1132  MODELED GRAV-     980,523.8   (mgal)                       NAVD 88
 SS1132
 SS1132  VERT ORDER  -  SECOND    CLASS 0
 SS1132
 SS1132.The horizontal coordinates were scaled from a topographic map and have
 SS1132.an estimated accuracy of +/- 6 seconds.
 SS1132
 SS1132.The orthometric height was determined by differential leveling
 SS1132.and adjusted by the National Geodetic Survey in June 1991..
 SS1132
 SS1132.The geoid height was determined by GEOID03.
 SS1132
 SS1132.The dynamic height is computed by dividing the NAVD 88
 SS1132.geopotential number by the normal gravity value computed on the
 SS1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1132.degrees latitude (g = 980.6199 gals.).
 SS1132
 SS1132.The modeled gravity was interpolated from observed gravity values.
 SS1132
 SS1132;                    North         East    Units  Estimated Accuracy
 SS1132;SPC MT       -   395,350.      424,890.      MT  (+/- 180 meters Scaled)
 SS1132
 SS1132                          SUPERSEDED SURVEY CONTROL
 SS1132
 SS1132  NGVD 29 (??/??/92) 1155.936  (m)         3792.43   (f) ADJ UNCH    2 0
 SS1132
 SS1132.Superseded values are not recommended for survey control.
 SS1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1132.See file dsdata.txt to determine how the superseded data were derived.
 SS1132
 SS1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT372926(NAD 83)
 SS1132_MARKER: DB = BENCH MARK DISK
 SS1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1132_STAMPING: K 231 1961
 SS1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1132+STABILITY: SURFACE MOTION
 SS1132
 SS1132  HISTORY     - Date     Condition        Report By
 SS1132  HISTORY     - 1961     MONUMENTED       CGS
 SS1132
 SS1132                          STATION DESCRIPTION
 SS1132
 SS1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1132'10.35 MI SW FROM DUTTON.
 SS1132'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1132'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 4.2
 SS1132'MILES SOUTH ALONG A DIRT ROAD, THENCE 3.0 MILES WEST ALONG A GRAVEL
 SS1132'ROAD, AT THE T JUNCTION OF A GRAVEL ROAD, 52 FEET SOUTH OF THE CENTER
 SS1132'LINE OF THE ROAD, 48 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD
 SS1132'SOUTH, 28 FEET SOUTH-SOUTHWEST OF POWER LINE POLE YG 125 WITH A GUY
 SS1132'WIRE, 25 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF A
 SS1132'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS1132'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1222 ***********************************************************************
 SS1222  DESIGNATION -  K 232
 SS1222  PID         -  SS1222
 SS1222  STATE/COUNTY-  MT/TETON
 SS1222  USGS QUAD   -  CLEIV (1983)
 SS1222
 SS1222                         *CURRENT SURVEY CONTROL
 SS1222  ___________________________________________________________________
 SS1222* NAD 83(1986)-  47 37 33.     (N)    111 59 04.     (W)     SCALED    
 SS1222* NAVD 88     -      1216.104  (meters)    3989.83   (feet)  ADJUSTED  
 SS1222  ___________________________________________________________________
 SS1222  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1222  DYNAMIC HT  -        1215.976 (meters)    3989.41  (feet)  COMP
 SS1222  MODELED GRAV-     980,465.7   (mgal)                       NAVD 88
 SS1222
 SS1222  VERT ORDER  -  SECOND    CLASS 0
 SS1222
 SS1222.The horizontal coordinates were scaled from a topographic map and have
 SS1222.an estimated accuracy of +/- 6 seconds.
 SS1222
 SS1222.The orthometric height was determined by differential leveling
 SS1222.and adjusted by the National Geodetic Survey in June 1991..
 SS1222
 SS1222.The geoid height was determined by GEOID03.
 SS1222
 SS1222.The dynamic height is computed by dividing the NAVD 88
 SS1222.geopotential number by the normal gravity value computed on the
 SS1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1222.degrees latitude (g = 980.6199 gals.).
 SS1222
 SS1222.The modeled gravity was interpolated from observed gravity values.
 SS1222
 SS1222;                    North         East    Units  Estimated Accuracy
 SS1222;SPC MT       -   378,070.      413,400.      MT  (+/- 180 meters Scaled)
 SS1222
 SS1222                          SUPERSEDED SURVEY CONTROL
 SS1222
 SS1222  NGVD 29 (??/??/92) 1215.118  (m)         3986.60   (f) ADJ UNCH    2 0
 SS1222
 SS1222.Superseded values are not recommended for survey control.
 SS1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1222.See file dsdata.txt to determine how the superseded data were derived.
 SS1222
 SS1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT260751(NAD 83)
 SS1222_MARKER: DB = BENCH MARK DISK
 SS1222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS1222_SP_SET: ABUTMENT
 SS1222_STAMPING: K 232 1961
 SS1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1222
 SS1222  HISTORY     - Date     Condition        Report By
 SS1222  HISTORY     - 1961     MONUMENTED       CGS
 SS1222
 SS1222                          STATION DESCRIPTION
 SS1222
 SS1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1222'1.05 MI N FROM FAIRFIELD.
 SS1222'0.45 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL
 SS1222'BANK AT FAIRFIELD, THENCE 0.5 MILE NORTH ALONG BASE LINE ROAD, THENCE
 SS1222'0.1 MILE EAST ALONG A COUNTY GRAVEL ROAD, 536 FEET EAST OF THE CENTER
 SS1222'LINE OF BASE LINE ROAD, IN THE TOP OF THE NORTH END OF THE EAST
 SS1222'CONCRETE ABUTMENT OF A WOODEN BRIDGE OVER A CANAL, 8 FEET NORTH OF THE
 SS1222'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0262 ***********************************************************************
 ST0262  DESIGNATION -  K 233
 ST0262  PID         -  ST0262
 ST0262  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0262  USGS QUAD   -  AUGUSTA (1963)
 ST0262
 ST0262                         *CURRENT SURVEY CONTROL
 ST0262  ___________________________________________________________________
 ST0262* NAD 83(1986)-  47 28 21.     (N)    112 22 41.     (W)     SCALED    
 ST0262* NAVD 88     -      1248.302  (meters)    4095.47   (feet)  ADJUSTED  
 ST0262  ___________________________________________________________________
 ST0262  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 ST0262  DYNAMIC HT  -        1248.141 (meters)    4094.94  (feet)  COMP
 ST0262  MODELED GRAV-     980,440.5   (mgal)                       NAVD 88
 ST0262
 ST0262  VERT ORDER  -  SECOND    CLASS 0
 ST0262
 ST0262.The horizontal coordinates were scaled from a topographic map and have
 ST0262.an estimated accuracy of +/- 6 seconds.
 ST0262
 ST0262.The orthometric height was determined by differential leveling
 ST0262.and adjusted by the National Geodetic Survey in June 1991..
 ST0262
 ST0262.The geoid height was determined by GEOID03.
 ST0262
 ST0262.The dynamic height is computed by dividing the NAVD 88
 ST0262.geopotential number by the normal gravity value computed on the
 ST0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0262.degrees latitude (g = 980.6199 gals.).
 ST0262
 ST0262.The modeled gravity was interpolated from observed gravity values.
 ST0262
 ST0262;                    North         East    Units  Estimated Accuracy
 ST0262;SPC MT       -   362,060.      383,220.      MT  (+/- 180 meters Scaled)
 ST0262
 ST0262                          SUPERSEDED SURVEY CONTROL
 ST0262
 ST0262  NGVD 29 (??/??/92) 1247.301  (m)         4092.19   (f) ADJ UNCH    2 0
 ST0262
 ST0262.Superseded values are not recommended for survey control.
 ST0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0262.See file dsdata.txt to determine how the superseded data were derived.
 ST0262
 ST0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT961585(NAD 83)
 ST0262_MARKER: DB = BENCH MARK DISK
 ST0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0262_STAMPING: K 233 1961
 ST0262_MARK LOGO: CGS   
 ST0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0262+STABILITY: SURFACE MOTION
 ST0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0262+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 ST0262
 ST0262  HISTORY     - Date     Condition        Report By
 ST0262  HISTORY     - 1961     MONUMENTED       CGS
 ST0262  HISTORY     - 19970307 GOOD             NGS
 ST0262
 ST0262                          STATION DESCRIPTION
 ST0262
 ST0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0262'1.7 MI SE FROM AUGUSTA.
 ST0262'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST FFICE AT
 ST0262'AUGUSTA, 34 1/2 FEET SOIUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 111
 ST0262'FEET SOUTHEAST OF THE SOUTHWEST END OF A 36-INCH CONCRETE PIPE
 ST0262'CULVERT, 6 1/2 FEET NORTHEAST OF A POWER LINE POLE, 1.7 FEET NORTHEAST
 ST0262'OF A FENCE, 3.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER
 ST0262'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 ST0262'FOOT ABOVE THE GROUND.
 ST0262
 ST0262                          STATION RECOVERY (1997)
 ST0262
 ST0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CWW)
 ST0262'1.5 MI (2.4 KM) SOUTH ALONG U.S.  HIGHWAY 287 FROM ITS JUNCTION WITH
 ST0262'STATE HIGHWAY 435, IN AUGUSTA, TO THE MARK ON THE RIGHT ACROSS THE
 ST0262'HIGHWAY FROM MILEPOST 37, 44.5 FT (13.6 M) SOUTHWEST OF THE CENTER OF
 ST0262'THE HIGHWAY, 6.6 FT (2.0 M) NORTHEAST OF A POWER POLE, 2.8 FT (0.9 M)
 ST0262'NORTHWEST OF A WITNESS POST AND 1.7 FT (0.5 M) NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0146 ***********************************************************************
 ST0146  DESIGNATION -  K 234
 ST0146  PID         -  ST0146
 ST0146  STATE/COUNTY-  MT/TETON
 ST0146  USGS QUAD   -  GOLDEN RIDGE (1987)
 ST0146
 ST0146                         *CURRENT SURVEY CONTROL
 ST0146  ___________________________________________________________________
 ST0146* NAD 83(1986)-  47 34 28.     (N)    112 10 26.     (W)     SCALED    
 ST0146* NAVD 88     -      1317.134  (meters)    4321.30   (feet)  ADJUSTED  
 ST0146  ___________________________________________________________________
 ST0146  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 ST0146  DYNAMIC HT  -        1316.969 (meters)    4320.76  (feet)  COMP
 ST0146  MODELED GRAV-     980,441.1   (mgal)                       NAVD 88
 ST0146
 ST0146  VERT ORDER  -  SECOND    CLASS 0
 ST0146
 ST0146.The horizontal coordinates were scaled from a topographic map and have
 ST0146.an estimated accuracy of +/- 6 seconds.
 ST0146
 ST0146.The orthometric height was determined by differential leveling
 ST0146.and adjusted by the National Geodetic Survey in June 1991..
 ST0146
 ST0146.The geoid height was determined by GEOID03.
 ST0146
 ST0146.The dynamic height is computed by dividing the NAVD 88
 ST0146.geopotential number by the normal gravity value computed on the
 ST0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0146.degrees latitude (g = 980.6199 gals.).
 ST0146
 ST0146.The modeled gravity was interpolated from observed gravity values.
 ST0146
 ST0146;                    North         East    Units  Estimated Accuracy
 ST0146;SPC MT       -   372,840.      398,980.      MT  (+/- 180 meters Scaled)
 ST0146
 ST0146                          SUPERSEDED SURVEY CONTROL
 ST0146
 ST0146  NGVD 29 (??/??/92) 1316.129  (m)         4318.00   (f) ADJ UNCH    2 0
 ST0146
 ST0146.Superseded values are not recommended for survey control.
 ST0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0146.See file dsdata.txt to determine how the superseded data were derived.
 ST0146
 ST0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT117696(NAD 83)
 ST0146_MARKER: DB = BENCH MARK DISK
 ST0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0146_SP_SET: SIPHON
 ST0146_STAMPING: K 234 1961
 ST0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0146
 ST0146  HISTORY     - Date     Condition        Report By
 ST0146  HISTORY     - 1961     MONUMENTED       CGS
 ST0146
 ST0146                          STATION DESCRIPTION
 ST0146
 ST0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0146'10.2 MI W FROM FAIRFIELD.
 ST0146'9.4 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0146'HIGHWAY 89 AT FAIRFIELD, THENCE 0.8 MILE WEST ALONG A COUNTY ROAD
 ST0146'ALONG SOUTH SIDE OF A CANAL, IN THE TOP OF THE CENTER OF THE SOUTH
 ST0146'WALL OF A CONCRETE OUTLET TO AN IRRIGATION SIPHON, ON THE OUTSIDE OF A
 ST0146'CURVE, 40 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET
 ST0146'WEST-SOUTHWEST OF A POWER LINE POLE, 9.5 FEET NORTH OF A FENCE, AND
 ST0146'ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0336 ***********************************************************************
 ST0336  DESIGNATION -  K 235
 ST0336  PID         -  ST0336
 ST0336  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0336  USGS QUAD   -  KRONE RANCH (1963)
 ST0336
 ST0336                         *CURRENT SURVEY CONTROL
 ST0336  ___________________________________________________________________
 ST0336* NAD 83(1986)-  47 20 08.     (N)    112 21 48.     (W)     SCALED    
 ST0336* NAVD 88     -      1370.844  (meters)    4497.51   (feet)  ADJUSTED  
 ST0336  ___________________________________________________________________
 ST0336  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 ST0336  DYNAMIC HT  -        1370.626 (meters)    4496.80  (feet)  COMP
 ST0336  MODELED GRAV-     980,405.4   (mgal)                       NAVD 88
 ST0336
 ST0336  VERT ORDER  -  SECOND    CLASS 0
 ST0336
 ST0336.The horizontal coordinates were scaled from a topographic map and have
 ST0336.an estimated accuracy of +/- 6 seconds.
 ST0336
 ST0336.The orthometric height was determined by differential leveling
 ST0336.and adjusted by the National Geodetic Survey in June 1991..
 ST0336
 ST0336.The geoid height was determined by GEOID03.
 ST0336
 ST0336.The dynamic height is computed by dividing the NAVD 88
 ST0336.geopotential number by the normal gravity value computed on the
 ST0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0336.degrees latitude (g = 980.6199 gals.).
 ST0336
 ST0336.The modeled gravity was interpolated from observed gravity values.
 ST0336
 ST0336;                    North         East    Units  Estimated Accuracy
 ST0336;SPC MT       -   346,810.      383,770.      MT  (+/- 180 meters Scaled)
 ST0336
 ST0336                          SUPERSEDED SURVEY CONTROL
 ST0336
 ST0336  NGVD 29 (??/??/92) 1369.823  (m)         4494.16   (f) ADJ UNCH    2 0
 ST0336
 ST0336.Superseded values are not recommended for survey control.
 ST0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0336.See file dsdata.txt to determine how the superseded data were derived.
 ST0336
 ST0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT970433(NAD 83)
 ST0336_MARKER: DB = BENCH MARK DISK
 ST0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0336_SP_SET: ABUTMENT
 ST0336_STAMPING: K 235 1961
 ST0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0336
 ST0336  HISTORY     - Date     Condition        Report By
 ST0336  HISTORY     - 1961     MONUMENTED       CGS
 ST0336
 ST0336                          STATION DESCRIPTION
 ST0336
 ST0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0336'14.7 MI S FROM AUGUSTA.
 ST0336'9.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0336'AUGUSTA, THENCE 2.95 MILES SOUTHWEST ALONG A PRIVATE ROAD, THENCE 2.6
 ST0336'MILES SOUTHWEST ALONG A COUNTY ROAD, IN THE TOP OF THE SOUTH END OF
 ST0336'THE WEST CONCRETE ABUTMENT OF A BRIDGE OVER A CREEK, 11 FEET SOUTH OF
 ST0336'THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0380 ***********************************************************************
 ST0380  DESIGNATION -  K 236
 ST0380  PID         -  ST0380
 ST0380  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0380  USGS QUAD   -  COBURN MOUNTAIN (1979)
 ST0380
 ST0380                         *CURRENT SURVEY CONTROL
 ST0380  ___________________________________________________________________
 ST0380* NAD 83(1986)-  47 14 53.     (N)    112 04 13.     (W)     SCALED    
 ST0380* NAVD 88     -      1194.773  (meters)    3919.85   (feet)  ADJUSTED  
 ST0380  ___________________________________________________________________
 ST0380  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 ST0380  DYNAMIC HT  -        1194.600 (meters)    3919.28  (feet)  COMP
 ST0380  MODELED GRAV-     980,427.3   (mgal)                       NAVD 88
 ST0380
 ST0380  VERT ORDER  -  SECOND    CLASS 0
 ST0380
 ST0380.The horizontal coordinates were scaled from a topographic map and have
 ST0380.an estimated accuracy of +/- 6 seconds.
 ST0380
 ST0380.The orthometric height was determined by differential leveling
 ST0380.and adjusted by the National Geodetic Survey in June 1991..
 ST0380
 ST0380.The geoid height was determined by GEOID03.
 ST0380
 ST0380.The dynamic height is computed by dividing the NAVD 88
 ST0380.geopotential number by the normal gravity value computed on the
 ST0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0380.degrees latitude (g = 980.6199 gals.).
 ST0380
 ST0380.The modeled gravity was interpolated from observed gravity values.
 ST0380
 ST0380;                    North         East    Units  Estimated Accuracy
 ST0380;SPC MT       -   336,330.      405,570.      MT  (+/- 180 meters Scaled)
 ST0380
 ST0380                          SUPERSEDED SURVEY CONTROL
 ST0380
 ST0380  NGVD 29 (??/??/92) 1193.786  (m)         3916.61   (f) ADJ UNCH    2 0
 ST0380
 ST0380.Superseded values are not recommended for survey control.
 ST0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0380.See file dsdata.txt to determine how the superseded data were derived.
 ST0380
 ST0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT190332(NAD 83)
 ST0380_MARKER: DB = BENCH MARK DISK
 ST0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0380_STAMPING: K 236 1961
 ST0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0380+STABILITY: SURFACE MOTION
 ST0380
 ST0380  HISTORY     - Date     Condition        Report By
 ST0380  HISTORY     - 1961     MONUMENTED       CGS
 ST0380
 ST0380                          STATION DESCRIPTION
 ST0380
 ST0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0380'28.25 MI SE FROM AUGUSTA.
 ST0380'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0380'AUGUSTA, THENCE 3.25 MILES NORTHEAST ALONG A COUNTY ROAD, AT THE
 ST0380'CROSSING OF A TELEPHONE POLE LINE, 23 FEET EAST-SOUTHEAST OF THE
 ST0380'CENTER LINE OF THE ROAD, 5 1/2 FEET WEST-NORTHWEST OF A FENCE, 1.8
 ST0380'FEET EAST-SOUTHEAST OF A TELEPHONE POLE (2050), 1.8 FEET
 ST0380'NORTH-NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD,
 ST0380'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 ST0380'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1217 ***********************************************************************
 SS1217  DESIGNATION -  K 237
 SS1217  PID         -  SS1217
 SS1217  STATE/COUNTY-  MT/CASCADE
 SS1217  USGS QUAD   -  SUN RIVER (1983)
 SS1217
 SS1217                         *CURRENT SURVEY CONTROL
 SS1217  ___________________________________________________________________
 SS1217* NAD 83(1986)-  47 32 33.     (N)    111 42 06.     (W)     SCALED    
 SS1217* NAVD 88     -      1045.686  (meters)    3430.72   (feet)  ADJUSTED  
 SS1217  ___________________________________________________________________
 SS1217  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 SS1217  DYNAMIC HT  -        1045.618 (meters)    3430.50  (feet)  COMP
 SS1217  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 SS1217
 SS1217  VERT ORDER  -  SECOND    CLASS 0
 SS1217
 SS1217.The horizontal coordinates were scaled from a topographic map and have
 SS1217.an estimated accuracy of +/- 6 seconds.
 SS1217
 SS1217.The orthometric height was determined by differential leveling
 SS1217.and adjusted by the National Geodetic Survey in June 1991..
 SS1217
 SS1217.The geoid height was determined by GEOID03.
 SS1217
 SS1217.The dynamic height is computed by dividing the NAVD 88
 SS1217.geopotential number by the normal gravity value computed on the
 SS1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1217.degrees latitude (g = 980.6199 gals.).
 SS1217
 SS1217.The modeled gravity was interpolated from observed gravity values.
 SS1217
 SS1217;                    North         East    Units  Estimated Accuracy
 SS1217;SPC MT       -   368,180.      434,370.      MT  (+/- 180 meters Scaled)
 SS1217
 SS1217                          SUPERSEDED SURVEY CONTROL
 SS1217
 SS1217  NGVD 29 (??/??/92) 1044.764  (m)         3427.70   (f) ADJ UNCH    2 0
 SS1217
 SS1217.Superseded values are not recommended for survey control.
 SS1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1217.See file dsdata.txt to determine how the superseded data were derived.
 SS1217
 SS1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT471656(NAD 83)
 SS1217_MARKER: DB = BENCH MARK DISK
 SS1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1217_SP_SET: PLANTER
 SS1217_STAMPING: K 237 1961
 SS1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1217
 SS1217  HISTORY     - Date     Condition        Report By
 SS1217  HISTORY     - 1961     MONUMENTED       CGS
 SS1217
 SS1217                          STATION DESCRIPTION
 SS1217
 SS1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1217'14.85 MI E FROM FAIRFIELD.
 SS1217'14.85 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE FIRST NATIONAL BANK AT
 SS1217'FAIRFIELD, NEAR THE JUNCTION OF STATE HIGHWAY 20, AT THE SUN RIVER
 SS1217'VALLEY WARD CHURCH, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 SS1217'WALL OF A CONCRETE PLANTER, 164 FEET NORTH-NORTHEAST OF THE CENTER
 SS1217'LINE OF THE HIGHWAY, 9 FEET WEST OF THE SOUTH ENTRANCE TO THE CHURCH,
 SS1217'1 1/2 FEET SOUTH OF THE SOUTH END OF A BRICK COLUMN, 5.3 FEET WEST OF
 SS1217'THE EAST END OF THE PLANTER GARDEN, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1012 ***********************************************************************
 SS1012  DESIGNATION -  K 238
 SS1012  PID         -  SS1012
 SS1012  STATE/COUNTY-  MT/CASCADE
 SS1012  USGS QUAD   -  CASCADE COLONY (1983)
 SS1012
 SS1012                         *CURRENT SURVEY CONTROL
 SS1012  ___________________________________________________________________
 SS1012* NAD 83(1986)-  47 29 32.     (N)    111 48 18.     (W)     SCALED    
 SS1012* NAVD 88     -      1070.687  (meters)    3512.75   (feet)  ADJUSTED  
 SS1012  ___________________________________________________________________
 SS1012  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 SS1012  DYNAMIC HT  -        1070.607 (meters)    3512.48  (feet)  COMP
 SS1012  MODELED GRAV-     980,501.2   (mgal)                       NAVD 88
 SS1012
 SS1012  VERT ORDER  -  SECOND    CLASS 0
 SS1012
 SS1012.The horizontal coordinates were scaled from a topographic map and have
 SS1012.an estimated accuracy of +/- 6 seconds.
 SS1012
 SS1012.The orthometric height was determined by differential leveling
 SS1012.and adjusted by the National Geodetic Survey in June 1991..
 SS1012
 SS1012.The geoid height was determined by GEOID03.
 SS1012
 SS1012.The dynamic height is computed by dividing the NAVD 88
 SS1012.geopotential number by the normal gravity value computed on the
 SS1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1012.degrees latitude (g = 980.6199 gals.).
 SS1012
 SS1012.The modeled gravity was interpolated from observed gravity values.
 SS1012
 SS1012;                    North         East    Units  Estimated Accuracy
 SS1012;SPC MT       -   362,820.      426,430.      MT  (+/- 180 meters Scaled)
 SS1012
 SS1012                          SUPERSEDED SURVEY CONTROL
 SS1012
 SS1012  NGVD 29 (??/??/92) 1069.755  (m)         3509.69   (f) ADJ UNCH    2 0
 SS1012
 SS1012.Superseded values are not recommended for survey control.
 SS1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1012.See file dsdata.txt to determine how the superseded data were derived.
 SS1012
 SS1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT393601(NAD 83)
 SS1012_MARKER: DB = BENCH MARK DISK
 SS1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1012_STAMPING: K 238 1961
 SS1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1012+STABILITY: SURFACE MOTION
 SS1012
 SS1012  HISTORY     - Date     Condition        Report By
 SS1012  HISTORY     - 1961     MONUMENTED       CGS
 SS1012
 SS1012                          STATION DESCRIPTION
 SS1012
 SS1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1012'1.05 MI S FROM FORT SHAW.
 SS1012'1.05 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE
 SS1012'CONGREGATIONAL CHURCH AT FORT SHAW, 0.1 MILE NORTH OF A FARM HOUSE, AT
 SS1012'A GATE IN A FENCE LINE, 30 1/2 FEET EAST OF THE CENTER LINE OF THE
 SS1012'ROAD, 10 1/2 FEET NORTH OF THE CENTER OF THE GATE, 13 1/2 FEET EAST OF
 SS1012'THE NORTH END OF A WOODEN BOX CULVERT, 2 FEET NORTHWEST OF THE NORTH
 SS1012'END OF A GATE, 1.5 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS
 SS1012'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS1012'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0901 ***********************************************************************
 SS0901  DESIGNATION -  K 239
 SS0901  PID         -  SS0901
 SS0901  STATE/COUNTY-  MT/CASCADE
 SS0901  USGS QUAD   -  ULM (1994)
 SS0901
 SS0901                         *CURRENT SURVEY CONTROL
 SS0901  ___________________________________________________________________
 SS0901* NAD 83(1986)-  47 25 10.     (N)    111 31 17.     (W)     SCALED    
 SS0901* NAVD 88     -      1018.918  (meters)    3342.90   (feet)  ADJUSTED  
 SS0901  ___________________________________________________________________
 SS0901  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 SS0901  DYNAMIC HT  -        1018.845 (meters)    3342.66  (feet)  COMP
 SS0901  MODELED GRAV-     980,506.1   (mgal)                       NAVD 88
 SS0901
 SS0901  VERT ORDER  -  FIRST     CLASS II
 SS0901
 SS0901.The horizontal coordinates were scaled from a topographic map and have
 SS0901.an estimated accuracy of +/- 6 seconds.
 SS0901
 SS0901.The orthometric height was determined by differential leveling
 SS0901.and adjusted by the National Geodetic Survey in June 1991..
 SS0901
 SS0901.The geoid height was determined by GEOID03.
 SS0901
 SS0901.The dynamic height is computed by dividing the NAVD 88
 SS0901.geopotential number by the normal gravity value computed on the
 SS0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0901.degrees latitude (g = 980.6199 gals.).
 SS0901
 SS0901.The modeled gravity was interpolated from observed gravity values.
 SS0901
 SS0901;                    North         East    Units  Estimated Accuracy
 SS0901;SPC MT       -   354,150.      447,570.      MT  (+/- 180 meters Scaled)
 SS0901
 SS0901                          SUPERSEDED SURVEY CONTROL
 SS0901
 SS0901  NGVD 29 (??/??/92) 1018.013  (m)         3339.93   (f) ADJ UNCH    1 2
 SS0901
 SS0901.Superseded values are not recommended for survey control.
 SS0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0901.See file dsdata.txt to determine how the superseded data were derived.
 SS0901
 SS0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT606519(NAD 83)
 SS0901_MARKER: DB = BENCH MARK DISK
 SS0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0901_STAMPING: K 239 1961
 SS0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0901+STABILITY: SURFACE MOTION
 SS0901
 SS0901  HISTORY     - Date     Condition        Report By
 SS0901  HISTORY     - 1961     MONUMENTED       CGS
 SS0901  HISTORY     - 1979     GOOD             NGS
 SS0901
 SS0901                          STATION DESCRIPTION
 SS0901
 SS0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0901'1.0 MI SW FROM ULM.
 SS0901'1.0 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0901'AT ULM, 9 POLES NORTHEAST OF MILEPOST 131, 40.0 FEET NORTHWEST OF THE
 SS0901'NORTHWEST RAIL, 38 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT
 SS0901'ROAD, 8.0 FEET SOUTHEAST OF A FENCE, 8 FEET SOUTHWEST OF THE 9TH POLE
 SS0901'NORTHEAST OF MILEPOST, 1.5 FEET NORTH-NORTHWEST OF A WITNESS POST,
 SS0901'ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SS0901'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SS0901
 SS0901                          STATION RECOVERY (1979)
 SS0901
 SS0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0901'THE MARK IS 1.2 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0259 ***********************************************************************
 TK0259  DESIGNATION -  K 24
 TK0259  PID         -  TK0259
 TK0259  STATE/COUNTY-  MT/HILL
 TK0259  USGS QUAD   -  HAVRE (1977)
 TK0259
 TK0259                         *CURRENT SURVEY CONTROL
 TK0259  ___________________________________________________________________
 TK0259* NAD 83(1986)-  48 32 49.     (N)    109 40 46.     (W)     SCALED    
 TK0259* NAVD 88     -       760.988  (meters)    2496.67   (feet)  ADJUSTED  
 TK0259  ___________________________________________________________________
 TK0259  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 TK0259  DYNAMIC HT  -         761.064 (meters)    2496.92  (feet)  COMP
 TK0259  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 TK0259
 TK0259  VERT ORDER  -  FIRST     CLASS II
 TK0259
 TK0259.The horizontal coordinates were scaled from a topographic map and have
 TK0259.an estimated accuracy of +/- 6 seconds.
 TK0259
 TK0259.The orthometric height was determined by differential leveling
 TK0259.and adjusted by the National Geodetic Survey in June 1991..
 TK0259.WARNING-Repeat measurements at this control monument indicate possible
 TK0259.vertical movement.
 TK0259
 TK0259.The geoid height was determined by GEOID03.
 TK0259
 TK0259.The dynamic height is computed by dividing the NAVD 88
 TK0259.geopotential number by the normal gravity value computed on the
 TK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0259.degrees latitude (g = 980.6199 gals.).
 TK0259
 TK0259.The modeled gravity was interpolated from observed gravity values.
 TK0259
 TK0259;                    North         East    Units  Estimated Accuracy
 TK0259;SPC MT       -   477,510.      586,750.      MT  (+/- 180 meters Scaled)
 TK0259
 TK0259                          SUPERSEDED SURVEY CONTROL
 TK0259
 TK0259  NGVD 29 (??/??/92)  760.239  (m)         2494.22   (f) ADJ UNCH    1 2
 TK0259
 TK0259.Superseded values are not recommended for survey control.
 TK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0259.See file dsdata.txt to determine how the superseded data were derived.
 TK0259
 TK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU974779(NAD 83)
 TK0259_MARKER: DB = BENCH MARK DISK
 TK0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0259_SP_SET: SIDEWALK
 TK0259_STAMPING: 2494.618 K 24
 TK0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0259
 TK0259  HISTORY     - Date     Condition        Report By
 TK0259  HISTORY     - UNK      MONUMENTED       CGS
 TK0259  HISTORY     - 1949     GOOD             NGS
 TK0259  HISTORY     - 1979     GOOD             NGS
 TK0259
 TK0259                          STATION DESCRIPTION
 TK0259
 TK0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 TK0259'IN HAVRE.
 TK0259'AT HAVRE, HILL COUNTY, AT THE HIGH SCHOOL, AT THE NORTHWEST CORNER OF
 TK0259'THE GROUNDS, AND IN A CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED
 TK0259'2494.618 K 24.
 TK0259
 TK0259                          STATION RECOVERY (1979)
 TK0259
 TK0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0259'IN HAVRE, SET IN THE SIDEWALK OF THE NORTHWEST CORNER OF THE GROUNDS
 TK0259'OF THE HAVRE JUNIOR HIGH SCHOOL, AT THE INTERSECTION OF THIRD AVENUE
 TK0259'AND SEVENTH STREET, 108 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 TK0259'TE SCHOOL, 55.9 FEET WEST OF THE CENTERLINE OF THE AVENUE, 45.9 FEET
 TK0259'SOUTH OF THE CENTERLINE OF THE STREET.
 TK0259'THE MARK IS 1 FT ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0706 ***********************************************************************
 SS0706  DESIGNATION -  K 240
 SS0706  PID         -  SS0706
 SS0706  STATE/COUNTY-  MT/CASCADE
 SS0706  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0706
 SS0706                         *CURRENT SURVEY CONTROL
 SS0706  ___________________________________________________________________
 SS0706* NAD 83(1986)-  47 25 55.     (N)    111 29 29.     (W)     SCALED    
 SS0706* NAVD 88     -      1022.011  (meters)    3353.05   (feet)  ADJUSTED  
 SS0706  ___________________________________________________________________
 SS0706  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 SS0706  DYNAMIC HT  -        1021.938 (meters)    3352.81  (feet)  COMP
 SS0706  MODELED GRAV-     980,506.5   (mgal)                       NAVD 88
 SS0706
 SS0706  VERT ORDER  -  FIRST     CLASS II
 SS0706
 SS0706.The horizontal coordinates were scaled from a topographic map and have
 SS0706.an estimated accuracy of +/- 6 seconds.
 SS0706
 SS0706.The orthometric height was determined by differential leveling
 SS0706.and adjusted by the National Geodetic Survey in June 1991..
 SS0706
 SS0706.The geoid height was determined by GEOID03.
 SS0706
 SS0706.The dynamic height is computed by dividing the NAVD 88
 SS0706.geopotential number by the normal gravity value computed on the
 SS0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0706.degrees latitude (g = 980.6199 gals.).
 SS0706
 SS0706.The modeled gravity was interpolated from observed gravity values.
 SS0706
 SS0706;                    North         East    Units  Estimated Accuracy
 SS0706;SPC MT       -   355,480.      449,870.      MT  (+/- 180 meters Scaled)
 SS0706
 SS0706                          SUPERSEDED SURVEY CONTROL
 SS0706
 SS0706  NGVD 29 (??/??/92) 1021.106  (m)         3350.08   (f) ADJ UNCH    1 2
 SS0706
 SS0706.Superseded values are not recommended for survey control.
 SS0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0706.See file dsdata.txt to determine how the superseded data were derived.
 SS0706
 SS0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT629532(NAD 83)
 SS0706_MARKER: DB = BENCH MARK DISK
 SS0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0706_STAMPING: K 240 1961
 SS0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0706+STABILITY: SURFACE MOTION
 SS0706
 SS0706  HISTORY     - Date     Condition        Report By
 SS0706  HISTORY     - 1961     MONUMENTED       CGS
 SS0706
 SS0706                          STATION DESCRIPTION
 SS0706
 SS0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0706'0.8 MI E FROM ULM.
 SS0706'0.8 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0706'AT ULM, 33 1/2 FEET NORTH OF MILEPOST 129, 45 FEET NORTH OF THE NORTH
 SS0706'RAIL, 7 FEET NORTHWEST OF A TELEPHONE POLE, 2.2 FEET SOUTH OF A FENCE,
 SS0706'1 1/2 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK,
 SS0706'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS0706'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1076 ***********************************************************************
 SS1076  DESIGNATION -  K 241
 SS1076  PID         -  SS1076
 SS1076  STATE/COUNTY-  MT/TETON
 SS1076  USGS QUAD   -  POWER (1983)
 SS1076
 SS1076                         *CURRENT SURVEY CONTROL
 SS1076  ___________________________________________________________________
 SS1076* NAD 83(1986)-  47 41 38.     (N)    111 42 05.     (W)     SCALED    
 SS1076* NAVD 88     -      1101.312  (meters)    3613.22   (feet)  ADJUSTED  
 SS1076  ___________________________________________________________________
 SS1076  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1076  DYNAMIC HT  -        1101.236 (meters)    3612.97  (feet)  COMP
 SS1076  MODELED GRAV-     980,505.0   (mgal)                       NAVD 88
 SS1076
 SS1076  VERT ORDER  -  FIRST     CLASS II
 SS1076
 SS1076.The horizontal coordinates were scaled from a topographic map and have
 SS1076.an estimated accuracy of +/- 6 seconds.
 SS1076
 SS1076.The orthometric height was determined by differential leveling
 SS1076.and adjusted by the National Geodetic Survey in June 1991..
 SS1076
 SS1076.The geoid height was determined by GEOID03.
 SS1076
 SS1076.The dynamic height is computed by dividing the NAVD 88
 SS1076.geopotential number by the normal gravity value computed on the
 SS1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1076.degrees latitude (g = 980.6199 gals.).
 SS1076
 SS1076.The modeled gravity was interpolated from observed gravity values.
 SS1076
 SS1076;                    North         East    Units  Estimated Accuracy
 SS1076;SPC MT       -   385,000.      434,860.      MT  (+/- 180 meters Scaled)
 SS1076
 SS1076                          SUPERSEDED SURVEY CONTROL
 SS1076
 SS1076  NGVD 29 (??/??/92) 1100.364  (m)         3610.11   (f) ADJ UNCH    1 2
 SS1076
 SS1076.Superseded values are not recommended for survey control.
 SS1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1076.See file dsdata.txt to determine how the superseded data were derived.
 SS1076
 SS1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT473825(NAD 83)
 SS1076_MARKER: DB = BENCH MARK DISK
 SS1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SS1076_SP_SET: CULVERT
 SS1076_STAMPING: K 241 1961
 SS1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1076
 SS1076  HISTORY     - Date     Condition        Report By
 SS1076  HISTORY     - 1961     MONUMENTED       CGS
 SS1076
 SS1076                          STATION DESCRIPTION
 SS1076
 SS1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1076'1.9 MI SW FROM POWER.
 SS1076'1.9 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1076'AT POWER, 6 POLES SOUTH OF MILEPOST 25, IN THE TOP OF THE NORTH END OF
 SS1076'THE EAST CONCRETE HEAD WALL OF A LARGE CONCRETE BOX CULVERT, 29.0 FEET
 SS1076'EAST OF THE EAST RAIL, 60.0 FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF
 SS1076'THE NORTH EDGE OF THE HEAD WALL, AND ABOUT 20 FEET LOWER THAN THE
 SS1076'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0822 ***********************************************************************
 SS0822  DESIGNATION -  K 242
 SS0822  PID         -  SS0822
 SS0822  STATE/COUNTY-  MT/CASCADE
 SS0822  USGS QUAD   -  MAHONEY HILL (1965)
 SS0822
 SS0822                         *CURRENT SURVEY CONTROL
 SS0822  ___________________________________________________________________
 SS0822* NAD 83(1986)-  47 17 42.     (N)    111 03 37.     (W)     SCALED    
 SS0822* NAVD 88     -      1352.680  (meters)    4437.92   (feet)  ADJUSTED  
 SS0822  ___________________________________________________________________
 SS0822  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 SS0822  DYNAMIC HT  -        1352.522 (meters)    4437.40  (feet)  COMP
 SS0822  MODELED GRAV-     980,447.8   (mgal)                       NAVD 88
 SS0822
 SS0822  VERT ORDER  -  SECOND    CLASS 0
 SS0822
 SS0822.The horizontal coordinates were scaled from a topographic map and have
 SS0822.an estimated accuracy of +/- 6 seconds.
 SS0822
 SS0822.The orthometric height was determined by differential leveling
 SS0822.and adjusted by the National Geodetic Survey in June 1991..
 SS0822
 SS0822.The geoid height was determined by GEOID03.
 SS0822
 SS0822.The dynamic height is computed by dividing the NAVD 88
 SS0822.geopotential number by the normal gravity value computed on the
 SS0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0822.degrees latitude (g = 980.6199 gals.).
 SS0822
 SS0822.The modeled gravity was interpolated from observed gravity values.
 SS0822
 SS0822;                    North         East    Units  Estimated Accuracy
 SS0822;SPC MT       -   339,530.      482,060.      MT  (+/- 180 meters Scaled)
 SS0822
 SS0822                          SUPERSEDED SURVEY CONTROL
 SS0822
 SS0822  NGVD 29 (??/??/92) 1351.735  (m)         4434.82   (f) ADJ UNCH    2 0
 SS0822
 SS0822.Superseded values are not recommended for survey control.
 SS0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0822.See file dsdata.txt to determine how the superseded data were derived.
 SS0822
 SS0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT954379(NAD 83)
 SS0822_MARKER: DB = BENCH MARK DISK
 SS0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0822_STAMPING: K 242 1961
 SS0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0822+STABILITY: SURFACE MOTION
 SS0822
 SS0822  HISTORY     - Date     Condition        Report By
 SS0822  HISTORY     - 1961     MONUMENTED       CGS
 SS0822
 SS0822                          STATION DESCRIPTION
 SS0822
 SS0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0822'12.5 MI SW FROM BELT.
 SS0822'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0822'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0822'4.5 MILES WEST ALONG A COUNTY ROAD, THENCE 1.0 MILE SOUTH ALONG A
 SS0822'COUNTY ROAD, 1.0 MILE SOUTH OF A SCHOOL HOUSE, 2 1/2 POLES SOUTH OF A
 SS0822'GATE IN FENCE LINE, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 1/2
 SS0822'FEET EAST OF A FENCE, 2 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET
 SS0822'SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN
 SS0822'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1164 ***********************************************************************
 SS1164  DESIGNATION -  K 243
 SS1164  PID         -  SS1164
 SS1164  STATE/COUNTY-  MT/TETON
 SS1164  USGS QUAD   -  VAUGHN NE (1994)
 SS1164
 SS1164                         *CURRENT SURVEY CONTROL
 SS1164  ___________________________________________________________________
 SS1164* NAD 83(1986)-  47 42 45.     (N)    111 34 51.     (W)     SCALED    
 SS1164* NAVD 88     -      1128.535  (meters)    3702.54   (feet)  ADJUSTED  
 SS1164  ___________________________________________________________________
 SS1164  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 SS1164  DYNAMIC HT  -        1128.466 (meters)    3702.31  (feet)  COMP
 SS1164  MODELED GRAV-     980,512.7   (mgal)                       NAVD 88
 SS1164
 SS1164  VERT ORDER  -  SECOND    CLASS 0
 SS1164
 SS1164.The horizontal coordinates were scaled from a topographic map and have
 SS1164.an estimated accuracy of +/- 6 seconds.
 SS1164
 SS1164.The orthometric height was determined by differential leveling
 SS1164.and adjusted by the National Geodetic Survey in June 1991..
 SS1164
 SS1164.The geoid height was determined by GEOID03.
 SS1164
 SS1164.The dynamic height is computed by dividing the NAVD 88
 SS1164.geopotential number by the normal gravity value computed on the
 SS1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1164.degrees latitude (g = 980.6199 gals.).
 SS1164
 SS1164.The modeled gravity was interpolated from observed gravity values.
 SS1164
 SS1164;                    North         East    Units  Estimated Accuracy
 SS1164;SPC MT       -   386,820.      443,960.      MT  (+/- 180 meters Scaled)
 SS1164
 SS1164                          SUPERSEDED SURVEY CONTROL
 SS1164
 SS1164  NGVD 29 (??/??/92) 1127.605  (m)         3699.48   (f) ADJ UNCH    2 0
 SS1164
 SS1164.Superseded values are not recommended for survey control.
 SS1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1164.See file dsdata.txt to determine how the superseded data were derived.
 SS1164
 SS1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT564845(NAD 83)
 SS1164_MARKER: DB = BENCH MARK DISK
 SS1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1164_STAMPING: K 243 1961
 SS1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1164+STABILITY: SURFACE MOTION
 SS1164
 SS1164  HISTORY     - Date     Condition        Report By
 SS1164  HISTORY     - 1961     MONUMENTED       CGS
 SS1164  HISTORY     - 1978     GOOD             USGS
 SS1164
 SS1164                          STATION DESCRIPTION
 SS1164
 SS1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1164'5.3 MI E FROM POWER.
 SS1164'5.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS1164'STATION AT POWER, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 25
 SS1164'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST-SOUTHWEST OF
 SS1164'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 SS1164'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SS1164
 SS1164                          STATION RECOVERY (1978)
 SS1164
 SS1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SS1164'5.3 MILES EAST ALONG A COUNTRY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS1164'STATION AT POWER, NEAR THE NORTHWEST CORNER OF SECTION 35, T 23 N, R
 SS1164'1 E, 66 FEET EAST OF AN EAST CONCRETE GATE POST, 24 FEET SOUTH OF THE
 SS1164'CENTERLINE OF THE ROAD, 8.3 FEET NORTH OF RIGHT-OF-WAY FENCE, 3.0
 SS1164'FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 SS1164'WAS ABOUT 0.4 FOOT BELOW GROUND AT THIS RECOVERY DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0836 ***********************************************************************
 SS0836  DESIGNATION -  K 244
 SS0836  PID         -  SS0836
 SS0836  STATE/COUNTY-  MT/CASCADE
 SS0836  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0836
 SS0836                         *CURRENT SURVEY CONTROL
 SS0836  ___________________________________________________________________
 SS0836* NAD 83(1986)-  47 10 29.     (N)    111 28 33.     (W)     SCALED    
 SS0836* NAVD 88     -      1209.561  (meters)    3968.37   (feet)  ADJUSTED  
 SS0836  ___________________________________________________________________
 SS0836  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 SS0836  DYNAMIC HT  -        1209.392 (meters)    3967.81  (feet)  COMP
 SS0836  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 SS0836
 SS0836  VERT ORDER  -  SECOND    CLASS 0
 SS0836
 SS0836.The horizontal coordinates were scaled from a topographic map and have
 SS0836.an estimated accuracy of +/- 6 seconds.
 SS0836
 SS0836.The orthometric height was determined by differential leveling
 SS0836.and adjusted by the National Geodetic Survey in June 1991..
 SS0836
 SS0836.The geoid height was determined by GEOID03.
 SS0836
 SS0836.The dynamic height is computed by dividing the NAVD 88
 SS0836.geopotential number by the normal gravity value computed on the
 SS0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0836.degrees latitude (g = 980.6199 gals.).
 SS0836
 SS0836.The modeled gravity was interpolated from observed gravity values.
 SS0836
 SS0836;                    North         East    Units  Estimated Accuracy
 SS0836;SPC MT       -   326,880.      450,320.      MT  (+/- 180 meters Scaled)
 SS0836
 SS0836                          SUPERSEDED SURVEY CONTROL
 SS0836
 SS0836  NGVD 29 (??/??/92) 1208.596  (m)         3965.20   (f) ADJ UNCH    2 0
 SS0836
 SS0836.Superseded values are not recommended for survey control.
 SS0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0836.See file dsdata.txt to determine how the superseded data were derived.
 SS0836
 SS0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT639246(NAD 83)
 SS0836_MARKER: DB = BENCH MARK DISK
 SS0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0836_STAMPING: K 244 1961
 SS0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0836+STABILITY: SURFACE MOTION
 SS0836
 SS0836  HISTORY     - Date     Condition        Report By
 SS0836  HISTORY     - 1961     MONUMENTED       CGS
 SS0836
 SS0836                          STATION DESCRIPTION
 SS0836
 SS0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0836'5.2 MI SW FROM SPANISH COULEE SCHOOL.
 SS0836'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0836'THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, THENCE 2.5 MILES SOUTHWEST
 SS0836'ALONG A TRACK FIELD ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SS0836'16 1/2 FEET EAST OF THE CENTER OF A GATE, 2 1/2 FEET NORTHWEST OF A
 SS0836'FENCE CORNER, 2.0 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A FENCE, 1.5
 SS0836'FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 SS0836'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS0836'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0655 ***********************************************************************
 SS0655  DESIGNATION -  K 245
 SS0655  PID         -  SS0655
 SS0655  STATE/COUNTY-  MT/TETON
 SS0655  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0655
 SS0655                         *CURRENT SURVEY CONTROL
 SS0655  ___________________________________________________________________
 SS0655* NAD 83(1986)-  47 45 21.     (N)    111 28 23.     (W)     SCALED    
 SS0655* NAVD 88     -      1163.575  (meters)    3817.50   (feet)  ADJUSTED  
 SS0655  ___________________________________________________________________
 SS0655  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SS0655  DYNAMIC HT  -        1163.520 (meters)    3817.32  (feet)  COMP
 SS0655  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 SS0655
 SS0655  VERT ORDER  -  SECOND    CLASS 0
 SS0655
 SS0655.The horizontal coordinates were scaled from a topographic map and have
 SS0655.an estimated accuracy of +/- 6 seconds.
 SS0655
 SS0655.The orthometric height was determined by differential leveling
 SS0655.and adjusted by the National Geodetic Survey in June 1991..
 SS0655
 SS0655.The geoid height was determined by GEOID03.
 SS0655
 SS0655.The dynamic height is computed by dividing the NAVD 88
 SS0655.geopotential number by the normal gravity value computed on the
 SS0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0655.degrees latitude (g = 980.6199 gals.).
 SS0655
 SS0655.The modeled gravity was interpolated from observed gravity values.
 SS0655
 SS0655;                    North         East    Units  Estimated Accuracy
 SS0655;SPC MT       -   391,420.      452,160.      MT  (+/- 180 meters Scaled)
 SS0655
 SS0655                          SUPERSEDED SURVEY CONTROL
 SS0655
 SS0655  NGVD 29 (??/??/92) 1162.654  (m)         3814.47   (f) ADJ UNCH    2 0
 SS0655
 SS0655.Superseded values are not recommended for survey control.
 SS0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0655.See file dsdata.txt to determine how the superseded data were derived.
 SS0655
 SS0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT645892(NAD 83)
 SS0655_MARKER: DB = BENCH MARK DISK
 SS0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0655_STAMPING: K 245 1961
 SS0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0655+STABILITY: SURFACE MOTION
 SS0655
 SS0655  HISTORY     - Date     Condition        Report By
 SS0655  HISTORY     - 1961     MONUMENTED       CGS
 SS0655
 SS0655                          STATION DESCRIPTION
 SS0655
 SS0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0655'13.45 MI E FROM POWER.
 SS0655'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0655'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, THENCE
 SS0655'4.05 MILE EAST ALONG A COUNTY ROAD, AT THE T JUNCTION OF A ROAD
 SS0655'LEADING SOUTH, 51 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 37
 SS0655'FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 33 FEET SOUTH OF THE
 SS0655'CENTER LINE OF THE ROAD, 5 FEET WEST OF A POWER LINE POLE, 1.5 FEET
 SS0655'WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN
 SS0655'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0681 ***********************************************************************
 SS0681  DESIGNATION -  K 246
 SS0681  PID         -  SS0681
 SS0681  STATE/COUNTY-  MT/TETON
 SS0681  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0681
 SS0681                         *CURRENT SURVEY CONTROL
 SS0681  ___________________________________________________________________
 SS0681* NAD 83(1986)-  47 50 35.     (N)    111 24 32.     (W)     SCALED    
 SS0681* NAVD 88     -      1078.931  (meters)    3539.79   (feet)  ADJUSTED  
 SS0681  ___________________________________________________________________
 SS0681  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 SS0681  DYNAMIC HT  -        1078.907 (meters)    3539.71  (feet)  COMP
 SS0681  MODELED GRAV-     980,552.9   (mgal)                       NAVD 88
 SS0681
 SS0681  VERT ORDER  -  SECOND    CLASS 0
 SS0681
 SS0681.The horizontal coordinates were scaled from a topographic map and have
 SS0681.an estimated accuracy of +/- 6 seconds.
 SS0681
 SS0681.The orthometric height was determined by differential leveling
 SS0681.and adjusted by the National Geodetic Survey in June 1991..
 SS0681
 SS0681.The geoid height was determined by GEOID03.
 SS0681
 SS0681.The dynamic height is computed by dividing the NAVD 88
 SS0681.geopotential number by the normal gravity value computed on the
 SS0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0681.degrees latitude (g = 980.6199 gals.).
 SS0681
 SS0681.The modeled gravity was interpolated from observed gravity values.
 SS0681
 SS0681;                    North         East    Units  Estimated Accuracy
 SS0681;SPC MT       -   400,990.      457,200.      MT  (+/- 180 meters Scaled)
 SS0681
 SS0681                          SUPERSEDED SURVEY CONTROL
 SS0681
 SS0681  NGVD 29 (??/??/92) 1078.025  (m)         3536.82   (f) ADJ UNCH    2 0
 SS0681
 SS0681.Superseded values are not recommended for survey control.
 SS0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0681.See file dsdata.txt to determine how the superseded data were derived.
 SS0681
 SS0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT694989(NAD 83)
 SS0681_MARKER: DB = BENCH MARK DISK
 SS0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0681_STAMPING: K 246 1961
 SS0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0681+STABILITY: SURFACE MOTION
 SS0681
 SS0681  HISTORY     - Date     Condition        Report By
 SS0681  HISTORY     - 1961     MONUMENTED       CGS
 SS0681
 SS0681                          STATION DESCRIPTION
 SS0681
 SS0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0681'15.45 MI E FROM DUTTON.
 SS0681'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0681'AT DUTTON, THENCE 15.1 MILES EAST ALONG A COUNTY ROAD, 0.9 MILE
 SS0681'AIRLINE EAST OF BENCH MARK H 246, 30 FEET NORTHEAST OF THE CENTER OF
 SS0681'THE JUNCTION OF A NORTH SOUTH ROAD, 22 FEET EAST OF THE CENTER LINE OF
 SS0681'THE ROAD NORTH, 21 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD EAST,
 SS0681'2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD,
 SS0681'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SS0681'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0316 ***********************************************************************
 ST0316  DESIGNATION -  K 247
 ST0316  PID         -  ST0316
 ST0316  STATE/COUNTY-  MT/CASCADE
 ST0316  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0316
 ST0316                         *CURRENT SURVEY CONTROL
 ST0316  ___________________________________________________________________
 ST0316* NAD 83(1986)-  47 24 42.     (N)    112 00 17.     (W)     SCALED    
 ST0316* NAVD 88     -      1231.626  (meters)    4040.76   (feet)  ADJUSTED  
 ST0316  ___________________________________________________________________
 ST0316  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 ST0316  DYNAMIC HT  -        1231.484 (meters)    4040.29  (feet)  COMP
 ST0316  MODELED GRAV-     980,454.7   (mgal)                       NAVD 88
 ST0316
 ST0316  VERT ORDER  -  SECOND    CLASS 0
 ST0316
 ST0316.The horizontal coordinates were scaled from a topographic map and have
 ST0316.an estimated accuracy of +/- 6 seconds.
 ST0316
 ST0316.The orthometric height was determined by differential leveling
 ST0316.and adjusted by the National Geodetic Survey in June 1991..
 ST0316
 ST0316.The geoid height was determined by GEOID03.
 ST0316
 ST0316.The dynamic height is computed by dividing the NAVD 88
 ST0316.geopotential number by the normal gravity value computed on the
 ST0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0316.degrees latitude (g = 980.6199 gals.).
 ST0316
 ST0316.The modeled gravity was interpolated from observed gravity values.
 ST0316
 ST0316;                    North         East    Units  Estimated Accuracy
 ST0316;SPC MT       -   354,340.      411,110.      MT  (+/- 180 meters Scaled)
 ST0316
 ST0316                          SUPERSEDED SURVEY CONTROL
 ST0316
 ST0316  NGVD 29 (??/??/92) 1230.657  (m)         4037.58   (f) ADJ UNCH    2 0
 ST0316
 ST0316.Superseded values are not recommended for survey control.
 ST0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0316.See file dsdata.txt to determine how the superseded data were derived.
 ST0316
 ST0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT242514(NAD 83)
 ST0316_MARKER: DB = BENCH MARK DISK
 ST0316_SETTING: 66 = SET IN ROCK OUTCROP
 ST0316_SP_SET: OUTCROP
 ST0316_STAMPING: K 247 1961
 ST0316_MARK LOGO: CGS   
 ST0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0316+STABILITY: POSITION/ELEVATION WELL
 ST0316
 ST0316  HISTORY     - Date     Condition        Report By
 ST0316  HISTORY     - 1961     MONUMENTED       CGS
 ST0316  HISTORY     - 19900314 GOOD             NGS
 ST0316
 ST0316                          STATION DESCRIPTION
 ST0316
 ST0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0316'7.0 MI SW FROM SIMMS.
 ST0316'7.0 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0316'HIGHWAY 21 AT SIMMS, 32 1/2 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
 ST0316'THE HIGHWAY, SET VERTICALLY IN THE WEST-NORTHWEST FACE OF AN OUTCROP
 ST0316'CUT, 254 FEET NORTH-NORTHEAST OF THE CENTER OF THE EAST-SOUTHEAST END
 ST0316'OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 7.0 FEET NORTH-NORTHWEST
 ST0316'OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 ST0316
 ST0316                          STATION RECOVERY (1990)
 ST0316
 ST0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (CS)
 ST0316'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4625 ***********************************************************************
 AA4625  DESIGNATION -  K 247 RESET
 AA4625  PID         -  AA4625
 AA4625  STATE/COUNTY-  MT/CASCADE
 AA4625  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 AA4625
 AA4625                         *CURRENT SURVEY CONTROL
 AA4625  ___________________________________________________________________
 AA4625* NAD 83(1986)-  47 24 42.     (N)    112 00 17.     (W)     SCALED    
 AA4625* NAVD 88     -      1230.28   (+/-2cm)    4036.3    (feet)  VERTCON   
 AA4625  ___________________________________________________________________
 AA4625  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 AA4625
 AA4625  VERT ORDER  -  THIRD (See Below)
 AA4625
 AA4625.The horizontal coordinates were scaled from a topographic map and have
 AA4625.an estimated accuracy of +/- 6 seconds.
 AA4625
 AA4625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4625.The vertical order pertains to the NGVD 29 superseded value.
 AA4625
 AA4625.The geoid height was determined by GEOID03.
 AA4625
 AA4625;                    North         East    Units  Estimated Accuracy
 AA4625;SPC MT       -   354,340.      411,110.      MT  (+/- 180 meters Scaled)
 AA4625
 AA4625                          SUPERSEDED SURVEY CONTROL
 AA4625
 AA4625  NGVD 29 (03/30/06) 1229.31   (m)         4033.2    (f) RESET       3  
 AA4625
 AA4625.Superseded values are not recommended for survey control.
 AA4625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4625.See file dsdata.txt to determine how the superseded data were derived.
 AA4625
 AA4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT242514(NAD 83)
 AA4625_MARKER: DV = VERTICAL CONTROL DISK
 AA4625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4625_STAMPING: K 247 RESET 1990
 AA4625_MARK LOGO: NGS   
 AA4625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4625+STABILITY: SURFACE MOTION
 AA4625
 AA4625  HISTORY     - Date     Condition        Report By
 AA4625  HISTORY     - 1990     MONUMENTED       NGS
 AA4625
 AA4625                          STATION DESCRIPTION
 AA4625
 AA4625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CS)
 AA4625'11.2 KM (6.95 MI) SOUTH OF SIMMS, ALONG THE WEST SIDE OF STATE HIGHWAY
 AA4625'200.  TO REACH FROM JUNCTION OF STATE HIGHWAYS 200 AND 21 IN SIMMS, GO
 AA4625'SOUTHERLY ON STATE HIGHWAY 200 FOR 11.2 KM (6.95 MI) TO THE STATION ON
 AA4625'THE LEFT.  27.13 M (89.01 FT) EAST OF CENTERLINE OF STATE HIGHWAY 200,
 AA4625'0.55 M (1.80 FT) SOUTH OF WITNESS POST, 0.30 M (0.98 FT) WEST OF
 AA4625'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0312 ***********************************************************************
 ST0312  DESIGNATION -  K 248
 ST0312  PID         -  ST0312
 ST0312  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0312  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0312
 ST0312                         *CURRENT SURVEY CONTROL
 ST0312  ___________________________________________________________________
 ST0312* NAD 83(1986)-  47 23 11.     (N)    112 05 21.     (W)     SCALED    
 ST0312* NAVD 88     -      1246.673  (meters)    4090.13   (feet)  ADJUSTED  
 ST0312  ___________________________________________________________________
 ST0312  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 ST0312  DYNAMIC HT  -        1246.501 (meters)    4089.56  (feet)  COMP
 ST0312  MODELED GRAV-     980,431.4   (mgal)                       NAVD 88
 ST0312
 ST0312  VERT ORDER  -  SECOND    CLASS 0
 ST0312
 ST0312.The horizontal coordinates were scaled from a topographic map and have
 ST0312.an estimated accuracy of +/- 6 seconds.
 ST0312
 ST0312.The orthometric height was determined by differential leveling
 ST0312.and adjusted by the National Geodetic Survey in June 1991..
 ST0312
 ST0312.The geoid height was determined by GEOID03.
 ST0312
 ST0312.The dynamic height is computed by dividing the NAVD 88
 ST0312.geopotential number by the normal gravity value computed on the
 ST0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0312.degrees latitude (g = 980.6199 gals.).
 ST0312
 ST0312.The modeled gravity was interpolated from observed gravity values.
 ST0312
 ST0312;                    North         East    Units  Estimated Accuracy
 ST0312;SPC MT       -   351,740.      404,650.      MT  (+/- 180 meters Scaled)
 ST0312
 ST0312                          SUPERSEDED SURVEY CONTROL
 ST0312
 ST0312  NGVD 29 (??/??/92) 1245.675  (m)         4086.85   (f) ADJ UNCH    2 0
 ST0312
 ST0312.Superseded values are not recommended for survey control.
 ST0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0312.See file dsdata.txt to determine how the superseded data were derived.
 ST0312
 ST0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT177486(NAD 83)
 ST0312_MARKER: DB = BENCH MARK DISK
 ST0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0312_STAMPING: K 248 1961
 ST0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0312+STABILITY: SURFACE MOTION
 ST0312
 ST0312  HISTORY     - Date     Condition        Report By
 ST0312  HISTORY     - 1961     MONUMENTED       CGS
 ST0312
 ST0312                          STATION DESCRIPTION
 ST0312
 ST0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0312'10.95 MI N FROM BOWMANS CORNER.
 ST0312'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0312'HIGHWAY 287 AT BOWMANS CORNER, THENCE 3.15 MILES NORTHWEST ALONG A
 ST0312'COUNTY ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 ST0312'WEST OF A FENCE, 2.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 ST0312'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ST0312'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0611 ***********************************************************************
 SS0611  DESIGNATION -  K 249
 SS0611  PID         -  SS0611
 SS0611  STATE/COUNTY-  MT/CASCADE
 SS0611  USGS QUAD   -  BENTON LAKE WEST (1994)
 SS0611
 SS0611                         *CURRENT SURVEY CONTROL
 SS0611  ___________________________________________________________________
 SS0611* NAD 83(1986)-  47 39 17.     (N)    111 25 50.     (W)     SCALED    
 SS0611* NAVD 88     -      1129.507  (meters)    3705.72   (feet)  ADJUSTED  
 SS0611  ___________________________________________________________________
 SS0611  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 SS0611  DYNAMIC HT  -        1129.447 (meters)    3705.53  (feet)  COMP
 SS0611  MODELED GRAV-     980,519.5   (mgal)                       NAVD 88
 SS0611
 SS0611  VERT ORDER  -  SECOND    CLASS 0
 SS0611
 SS0611.The horizontal coordinates were scaled from a topographic map and have
 SS0611.an estimated accuracy of +/- 6 seconds.
 SS0611
 SS0611.The orthometric height was determined by differential leveling
 SS0611.and adjusted by the National Geodetic Survey in June 1991..
 SS0611
 SS0611.The geoid height was determined by GEOID03.
 SS0611
 SS0611.The dynamic height is computed by dividing the NAVD 88
 SS0611.geopotential number by the normal gravity value computed on the
 SS0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0611.degrees latitude (g = 980.6199 gals.).
 SS0611
 SS0611.The modeled gravity was interpolated from observed gravity values.
 SS0611
 SS0611;                    North         East    Units  Estimated Accuracy
 SS0611;SPC MT       -   380,110.      455,070.      MT  (+/- 180 meters Scaled)
 SS0611
 SS0611                          SUPERSEDED SURVEY CONTROL
 SS0611
 SS0611  NGVD 29 (??/??/92) 1128.592  (m)         3702.72   (f) ADJ UNCH    2 0
 SS0611
 SS0611.Superseded values are not recommended for survey control.
 SS0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0611.See file dsdata.txt to determine how the superseded data were derived.
 SS0611
 SS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT676780(NAD 83)
 SS0611_MARKER: DB = BENCH MARK DISK
 SS0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0611_STAMPING: K 249 1961
 SS0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0611+STABILITY: SURFACE MOTION
 SS0611
 SS0611  HISTORY     - Date     Condition        Report By
 SS0611  HISTORY     - 1961     MONUMENTED       CGS
 SS0611
 SS0611                          STATION DESCRIPTION
 SS0611
 SS0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0611'6.5 MI NE FROM NEUMAN SCHOOL.
 SS0611'0.5 MILE WEST ALONG A COUNTY ROAD FROM THE NEUMAN SCHOOL, THENCE 1.0
 SS0611'MILE NORTH ALONG A COUNTY ROAD, THENCE 5.0 MILE EAST ALONG A COUNTY
 SS0611'ROAD, 39 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A COUNTY
 SS0611'ROAD, 28 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 31 FEET NORTH
 SS0611'OF THE EXTENDED CENTER LINE OF THE ROAD WEST, 2.0 FEET WEST OF A FENCE
 SS0611'CORNER, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SS0611'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS0611'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0011 ***********************************************************************
 TL0011  DESIGNATION -  K 25
 TL0011  PID         -  TL0011
 TL0011  STATE/COUNTY-  MT/HILL
 TL0011  USGS QUAD   -  GILDFORD (1969)
 TL0011
 TL0011                         *CURRENT SURVEY CONTROL
 TL0011  ___________________________________________________________________
 TL0011* NAD 83(1986)-  48 33 42.     (N)    110 20 00.     (W)     SCALED    
 TL0011* NAVD 88     -       877.817  (meters)    2879.97   (feet)  POSTED    
 TL0011  ___________________________________________________________________
 TL0011  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 TL0011  DYNAMIC HT  -         877.890 (meters)    2880.21  (feet)  COMP
 TL0011  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 TL0011
 TL0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0011
 TL0011.The horizontal coordinates were scaled from a topographic map and have
 TL0011.an estimated accuracy of +/- 6 seconds.
 TL0011
 TL0011.The orthometric height was determined by differential leveling
 TL0011.and adjusted by the National Geodetic Survey in 1992..
 TL0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0011.rate of 0.0 thru 1.0 mm/km.
 TL0011
 TL0011.The geoid height was determined by GEOID03.
 TL0011
 TL0011.The dynamic height is computed by dividing the NAVD 88
 TL0011.geopotential number by the normal gravity value computed on the
 TL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0011.degrees latitude (g = 980.6199 gals.).
 TL0011
 TL0011.The modeled gravity was interpolated from observed gravity values.
 TL0011
 TL0011;                    North         East    Units  Estimated Accuracy
 TL0011;SPC MT       -   479,460.      538,510.      MT  (+/- 180 meters Scaled)
 TL0011
 TL0011                          SUPERSEDED SURVEY CONTROL
 TL0011
 TL0011  NGVD 29 (??/??/92)  876.951  (m)         2877.13   (f) ADJ UNCH    1 2
 TL0011
 TL0011.Superseded values are not recommended for survey control.
 TL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0011.See file dsdata.txt to determine how the superseded data were derived.
 TL0011
 TL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU491789(NAD 83)
 TL0011_MARKER: DB = BENCH MARK DISK
 TL0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0011+STABILITY: SURFACE MOTION
 TL0011
 TL0011  HISTORY     - Date     Condition        Report By
 TL0011  HISTORY     - UNK      MONUMENTED       CGS
 TL0011  HISTORY     - 1948     MARK NOT FOUND   NGS
 TL0011
 TL0011                          STATION DESCRIPTION
 TL0011
 TL0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0011'2.0 MI W FROM GILDFORD.
 TL0011'2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0011'GILDFORD, HILL COUNTY, 650 FEET EAST OF A SIDING LEADING TO A GRAVEL
 TL0011'PIT, AND 60 FEET NORTH OF THE TRACK.  A STANDARD DISK, SET IN THE TOP
 TL0011'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0053 ***********************************************************************
 TH0053  DESIGNATION -  K 250
 TH0053  PID         -  TH0053
 TH0053  STATE/COUNTY-  MT/ROOSEVELT
 TH0053  USGS QUAD   -  BULL BUTTE (1989)
 TH0053
 TH0053                         *CURRENT SURVEY CONTROL
 TH0053  ___________________________________________________________________
 TH0053* NAD 83(1986)-  48 17 15.     (N)    104 04 30.     (W)     SCALED    
 TH0053* NAVD 88     -       744.785  (meters)    2443.52   (feet)  ADJUSTED  
 TH0053  ___________________________________________________________________
 TH0053  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TH0053  DYNAMIC HT  -         744.861 (meters)    2443.76  (feet)  COMP
 TH0053  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 TH0053
 TH0053  VERT ORDER  -  SECOND    CLASS 0
 TH0053
 TH0053.The horizontal coordinates were scaled from a topographic map and have
 TH0053.an estimated accuracy of +/- 6 seconds.
 TH0053
 TH0053.The orthometric height was determined by differential leveling
 TH0053.and adjusted by the National Geodetic Survey in June 1991..
 TH0053
 TH0053.The geoid height was determined by GEOID03.
 TH0053
 TH0053.The dynamic height is computed by dividing the NAVD 88
 TH0053.geopotential number by the normal gravity value computed on the
 TH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0053.degrees latitude (g = 980.6199 gals.).
 TH0053
 TH0053.The modeled gravity was interpolated from observed gravity values.
 TH0053
 TH0053;                    North         East    Units  Estimated Accuracy
 TH0053;SPC MT       -   462,580.    1,002,120.      MT  (+/- 180 meters Scaled)
 TH0053
 TH0053                          SUPERSEDED SURVEY CONTROL
 TH0053
 TH0053  NGVD 29 (??/??/92)  744.238  (m)         2441.72   (f) ADJ UNCH    2 0
 TH0053
 TH0053.Superseded values are not recommended for survey control.
 TH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0053.See file dsdata.txt to determine how the superseded data were derived.
 TH0053
 TH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP686486(NAD 83)
 TH0053_MARKER: DB = BENCH MARK DISK
 TH0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0053_STAMPING: K-250 1935
 TH0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0053+STABILITY: SURFACE MOTION
 TH0053
 TH0053  HISTORY     - Date     Condition        Report By
 TH0053  HISTORY     - 1935     MONUMENTED       CGS
 TH0053  HISTORY     - 1974     MARK NOT FOUND   USGS
 TH0053
 TH0053                          STATION DESCRIPTION
 TH0053
 TH0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0053'19.9 MI N FROM BAINVILLE.
 TH0053'19.9 MILES N. OF DEPOT SET AT NORTH WEST CORNER OF NORTH EAST 1/4 OF
 TH0053'SEC. 8, T-29, R-59.  AT ROAD CROSSING.  1.4 MILES WEST OF THE
 TH0053'MONTANA-NORTH DAKOTA LINE.  SET 30 FEET SOUTH OF CENTERLINE OF THE
 TH0053'CROSSING, THENCE 25 FEET EAST OF CENTERLINE OF THE ROAD.  3 FEET SOUTH
 TH0053'WEST OF RIGHT-OF-WAY FENCE CORNER.  6 FEET ABOVE GROUND LEVEL.
 TH0053
 TH0053                          STATION RECOVERY (1974)
 TH0053
 TH0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TH0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0179 ***********************************************************************
 SP0179  DESIGNATION -  K 251
 SP0179  PID         -  SP0179
 SP0179  STATE/COUNTY-  MT/MCCONE
 SP0179  USGS QUAD   -  CIRCLE (1983)
 SP0179
 SP0179                         *CURRENT SURVEY CONTROL
 SP0179  ___________________________________________________________________
 SP0179* NAD 83(1986)-  47 25 03.     (N)    105 35 46.     (W)     SCALED    
 SP0179* NAVD 88     -       747.525  (meters)    2452.50   (feet)  ADJUSTED  
 SP0179  ___________________________________________________________________
 SP0179  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 SP0179  DYNAMIC HT  -         747.541 (meters)    2452.56  (feet)  COMP
 SP0179  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 SP0179
 SP0179  VERT ORDER  -  SECOND    CLASS 0
 SP0179
 SP0179.The horizontal coordinates were scaled from a topographic map and have
 SP0179.an estimated accuracy of +/- 6 seconds.
 SP0179
 SP0179.The orthometric height was determined by differential leveling
 SP0179.and adjusted by the National Geodetic Survey in June 1991..
 SP0179
 SP0179.The geoid height was determined by GEOID03.
 SP0179
 SP0179.The dynamic height is computed by dividing the NAVD 88
 SP0179.geopotential number by the normal gravity value computed on the
 SP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0179.degrees latitude (g = 980.6199 gals.).
 SP0179
 SP0179.The modeled gravity was interpolated from observed gravity values.
 SP0179
 SP0179;                    North         East    Units  Estimated Accuracy
 SP0179;SPC MT       -   359,300.      894,300.      MT  (+/- 180 meters Scaled)
 SP0179
 SP0179                          SUPERSEDED SURVEY CONTROL
 SP0179
 SP0179  NGVD 29 (??/??/92)  746.926  (m)         2450.54   (f) ADJ UNCH    2 0
 SP0179
 SP0179.Superseded values are not recommended for survey control.
 SP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0179.See file dsdata.txt to determine how the superseded data were derived.
 SP0179
 SP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN550517(NAD 83)
 SP0179_MARKER: DB = BENCH MARK DISK
 SP0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0179_STAMPING: K 251 1935
 SP0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0179+STABILITY: SURFACE MOTION
 SP0179
 SP0179  HISTORY     - Date     Condition        Report By
 SP0179  HISTORY     - 1935     MONUMENTED       CGS
 SP0179  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0179
 SP0179                          STATION DESCRIPTION
 SP0179
 SP0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0179'0.4 MI W FROM CIRCLE.
 SP0179'0.4 MILE WEST ALONG THE WELDON ROAD FROM THE LIBRARY AT CIRCLE, MCCONE
 SP0179'COUNTY, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A
 SP0179'FENCE CORNER, 2 FEET EAST OF A FENCE, AND 1 FOOT HIGHER THAN THE ROAD.
 SP0179'A STANDARD DISK, STAMPED K 251 1935 AND SET IN THE TOP OF A CONCRETE
 SP0179'POST.
 SP0179
 SP0179                          STATION RECOVERY (1977)
 SP0179
 SP0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0234 ***********************************************************************
 SP0234  DESIGNATION -  K 252 RESET
 SP0234  PID         -  SP0234
 SP0234  STATE/COUNTY-  MT/MCCONE
 SP0234  USGS QUAD   -  WELDON (1983)
 SP0234
 SP0234                         *CURRENT SURVEY CONTROL
 SP0234  ___________________________________________________________________
 SP0234* NAD 83(1986)-  47 36 45.     (N)    105 52 35.     (W)     SCALED    
 SP0234* NAVD 88     -       785.46   (meters)    2577.0    (feet)  RESET     
 SP0234  ___________________________________________________________________
 SP0234  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SP0234
 SP0234  VERT ORDER  -  THIRD
 SP0234
 SP0234.The horizontal coordinates were scaled from a topographic map and have
 SP0234.an estimated accuracy of +/- 6 seconds.
 SP0234
 SP0234.The orthometric height was computed from unverified reset data.
 SP0234
 SP0234.The geoid height was determined by GEOID03.
 SP0234
 SP0234;                    North         East    Units  Estimated Accuracy
 SP0234;SPC MT       -   379,930.      872,180.      MT  (+/- 180 meters Scaled)
 SP0234
 SP0234                          SUPERSEDED SURVEY CONTROL
 SP0234
 SP0234  NGVD 29 (??/??/??)  784.84   (m)         2574.9    (f) RESET       3  
 SP0234
 SP0234.Superseded values are not recommended for survey control.
 SP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0234.See file dsdata.txt to determine how the superseded data were derived.
 SP0234
 SP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN341736(NAD 83)
 SP0234_MARKER: DB = BENCH MARK DISK
 SP0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0234_STAMPING: K 252 1935 RESET 1959
 SP0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0234+STABILITY: SURFACE MOTION
 SP0234
 SP0234  HISTORY     - Date     Condition        Report By
 SP0234  HISTORY     - 1959     MONUMENTED       MTDH
 SP0234  HISTORY     - 1973     GOOD             USGS
 SP0234
 SP0234                          STATION DESCRIPTION
 SP0234
 SP0234'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1959
 SP0234'1.0 MI SE FROM WELDON.
 SP0234'THE MARK IS LOCATED ABOUT 1.0 MILES SOUTHEAST ALONG THE CIRCLE ROAD
 SP0234'FROM THE POST OFFICE AT WELDON, ABOUT 200 FEET NORTH OF THE CENTERLINE
 SP0234'OF THE ROAD ON THE SECTION LINE UNDER THE FENCE, ABOUT 10 FEET HIGHER
 SP0234'THAN THE ROADWAY, AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 SP0234'POST OFFICE AT WELDON IS DISCONTINUED.  NOW 20.6 MILES NW ALONG HORSE
 SP0234'CREEK ROAD FROM CIRCLE, 1 MILE EAST OF WELDON JCT.
 SP0234
 SP0234                          STATION RECOVERY (1973)
 SP0234
 SP0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SP0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0066 ***********************************************************************
 SQ0066  DESIGNATION -  K 253
 SQ0066  PID         -  SQ0066
 SQ0066  STATE/COUNTY-  MT/MCCONE
 SQ0066  USGS QUAD   -  SAND ARROYO (1973)
 SQ0066
 SQ0066                         *CURRENT SURVEY CONTROL
 SQ0066  ___________________________________________________________________
 SQ0066* NAD 83(1986)-  47 45 33.     (N)    106 13 53.     (W)     SCALED    
 SQ0066* NAVD 88     -       716.939  (meters)    2352.16   (feet)  ADJUSTED  
 SQ0066  ___________________________________________________________________
 SQ0066  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SQ0066  DYNAMIC HT  -         716.989 (meters)    2352.32  (feet)  COMP
 SQ0066  MODELED GRAV-     980,657.4   (mgal)                       NAVD 88
 SQ0066
 SQ0066  VERT ORDER  -  SECOND    CLASS 0
 SQ0066
 SQ0066.The horizontal coordinates were scaled from a topographic map and have
 SQ0066.an estimated accuracy of +/- 6 seconds.
 SQ0066
 SQ0066.The orthometric height was determined by differential leveling
 SQ0066.and adjusted by the National Geodetic Survey in June 1991..
 SQ0066
 SQ0066.The geoid height was determined by GEOID03.
 SQ0066
 SQ0066.The dynamic height is computed by dividing the NAVD 88
 SQ0066.geopotential number by the normal gravity value computed on the
 SQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0066.degrees latitude (g = 980.6199 gals.).
 SQ0066
 SQ0066.The modeled gravity was interpolated from observed gravity values.
 SQ0066
 SQ0066;                    North         East    Units  Estimated Accuracy
 SQ0066;SPC MT       -   395,040.      844,860.      MT  (+/- 180 meters Scaled)
 SQ0066
 SQ0066                          SUPERSEDED SURVEY CONTROL
 SQ0066
 SQ0066  NGVD 29 (??/??/92)  716.320  (m)         2350.13   (f) ADJ UNCH    2 0
 SQ0066
 SQ0066.Superseded values are not recommended for survey control.
 SQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0066.See file dsdata.txt to determine how the superseded data were derived.
 SQ0066
 SQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN077902(NAD 83)
 SQ0066_MARKER: DB = BENCH MARK DISK
 SQ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0066_STAMPING: K 253 1935
 SQ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0066+STABILITY: SURFACE MOTION
 SQ0066
 SQ0066  HISTORY     - Date     Condition        Report By
 SQ0066  HISTORY     - 1935     MONUMENTED       CGS
 SQ0066  HISTORY     - 1973     MARK NOT FOUND   USGS
 SQ0066
 SQ0066                          STATION DESCRIPTION
 SQ0066
 SQ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0066'19.2 MI SE FROM HAXBY.
 SQ0066'IN MCCONE COUNTY, 6.7 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE POST
 SQ0066'OFFICE AT HAXBY, GARFIELD COUNTY, 12.5 MILES SOUTHEAST ALONG THE
 SQ0066'WELDON TRAIL, 2-1/4 MILES WEST OF THE NELSON RANCH BUILDINGS, 11.4
 SQ0066'FEET SOUTH OF A DRY-WASH CROSSING, AT THE SOUTH SLOPE OF A HILL, 21
 SQ0066'FEET SOUTHEAST OF THE CENTERLINE OF THE TRAIL, AND 6 INCHES HIGHER
 SQ0066'THAN THE TRAIL.  A STANDARD DISK, STAMPED K 253 1935 AND SET IN THE
 SQ0066'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE--
 SQ0066'HAXBY, WELDON AND CONNECTING ROAD ABANDONED.
 SQ0066
 SQ0066                          STATION RECOVERY (1973)
 SQ0066
 SQ0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0327 ***********************************************************************
 TJ0327  DESIGNATION -  K 254
 TJ0327  PID         -  TJ0327
 TJ0327  STATE/COUNTY-  MT/PHILLIPS
 TJ0327  USGS QUAD   -  SPENCER POINT (1984)
 TJ0327
 TJ0327                         *CURRENT SURVEY CONTROL
 TJ0327  ___________________________________________________________________
 TJ0327* NAD 83(1986)-  48 18 32.     (N)    107 17 22.     (W)     SCALED    
 TJ0327* NAVD 88     -       685.649  (meters)    2249.50   (feet)  ADJUSTED  
 TJ0327  ___________________________________________________________________
 TJ0327  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TJ0327  DYNAMIC HT  -         685.741 (meters)    2249.80  (feet)  COMP
 TJ0327  MODELED GRAV-     980,722.1   (mgal)                       NAVD 88
 TJ0327
 TJ0327  VERT ORDER  -  SECOND    CLASS 0
 TJ0327
 TJ0327.The horizontal coordinates were scaled from a topographic map and have
 TJ0327.an estimated accuracy of +/- 6 seconds.
 TJ0327
 TJ0327.The orthometric height was determined by differential leveling
 TJ0327.and adjusted by the National Geodetic Survey in June 1991..
 TJ0327
 TJ0327.The geoid height was determined by GEOID03.
 TJ0327
 TJ0327.The dynamic height is computed by dividing the NAVD 88
 TJ0327.geopotential number by the normal gravity value computed on the
 TJ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0327.degrees latitude (g = 980.6199 gals.).
 TJ0327
 TJ0327.The modeled gravity was interpolated from observed gravity values.
 TJ0327
 TJ0327;                    North         East    Units  Estimated Accuracy
 TJ0327;SPC MT       -   453,340.      763,900.      MT  (+/- 180 meters Scaled)
 TJ0327
 TJ0327                          SUPERSEDED SURVEY CONTROL
 TJ0327
 TJ0327  NGVD 29 (??/??/92)  684.963  (m)         2247.25   (f) ADJ UNCH    2 0
 TJ0327
 TJ0327.Superseded values are not recommended for survey control.
 TJ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0327.See file dsdata.txt to determine how the superseded data were derived.
 TJ0327
 TJ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP302531(NAD 83)
 TJ0327_MARKER: DB = BENCH MARK DISK
 TJ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0327_STAMPING: K 254 1935
 TJ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0327+STABILITY: SURFACE MOTION
 TJ0327
 TJ0327  HISTORY     - Date     Condition        Report By
 TJ0327  HISTORY     - 1935     MONUMENTED       CGS
 TJ0327  HISTORY     - 1948     GOOD             NGS
 TJ0327  HISTORY     - 1981     GOOD             LOCSUR
 TJ0327
 TJ0327                          STATION DESCRIPTION
 TJ0327
 TJ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0327'11.9 MI S FROM SACO.
 TJ0327'11.9 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0327'RAILWAY STATION AT SACO, 0.25 MILE NORTH OF A Y ROAD JUNCTION, 0.1
 TJ0327'MILE SOUTH OF A 15-FOOT WOODEN BRIDGE, 43.0 FEET EAST OF AND 3.0 FEET
 TJ0327'LOWER THAN THE CENTER LINE OF THE ROAD, 8.3 FEET EAST OF A FENCE
 TJ0327'CORNER, 2.4 FEET WEST OF A REFERENCE POST, IN LINE WITH AN EAST-WEST
 TJ0327'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 TJ0327'ABOVE THE GROUND.
 TJ0327
 TJ0327                          STATION RECOVERY (1981)
 TJ0327
 TJ0327'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TJ0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0540 ***********************************************************************
 TJ0540  DESIGNATION -  K 255
 TJ0540  PID         -  TJ0540
 TJ0540  STATE/COUNTY-  MT/VALLEY
 TJ0540  USGS QUAD   -  HARB SW (1984)
 TJ0540
 TJ0540                         *CURRENT SURVEY CONTROL
 TJ0540  ___________________________________________________________________
 TJ0540* NAD 83(1986)-  48 00 04.     (N)    107 22 58.     (W)     SCALED    
 TJ0540* NAVD 88     -       757.359  (meters)    2484.77   (feet)  ADJUSTED  
 TJ0540  ___________________________________________________________________
 TJ0540  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TJ0540  DYNAMIC HT  -         757.413 (meters)    2484.95  (feet)  COMP
 TJ0540  MODELED GRAV-     980,657.9   (mgal)                       NAVD 88
 TJ0540
 TJ0540  VERT ORDER  -  SECOND    CLASS 0
 TJ0540
 TJ0540.The horizontal coordinates were scaled from a topographic map and have
 TJ0540.an estimated accuracy of +/- 6 seconds.
 TJ0540
 TJ0540.The orthometric height was determined by differential leveling
 TJ0540.and adjusted by the National Geodetic Survey in June 1991..
 TJ0540
 TJ0540.The geoid height was determined by GEOID03.
 TJ0540
 TJ0540.The dynamic height is computed by dividing the NAVD 88
 TJ0540.geopotential number by the normal gravity value computed on the
 TJ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0540.degrees latitude (g = 980.6199 gals.).
 TJ0540
 TJ0540.The modeled gravity was interpolated from observed gravity values.
 TJ0540
 TJ0540;                    North         East    Units  Estimated Accuracy
 TJ0540;SPC MT       -   418,950.      757,900.      MT  (+/- 180 meters Scaled)
 TJ0540
 TJ0540                          SUPERSEDED SURVEY CONTROL
 TJ0540
 TJ0540  NGVD 29 (??/??/92)  756.645  (m)         2482.43   (f) ADJ UNCH    2 0
 TJ0540
 TJ0540.Superseded values are not recommended for survey control.
 TJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0540.See file dsdata.txt to determine how the superseded data were derived.
 TJ0540
 TJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP222191(NAD 83)
 TJ0540_MARKER: DB = BENCH MARK DISK
 TJ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0540_STAMPING: K-255 1935
 TJ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0540+STABILITY: SURFACE MOTION
 TJ0540
 TJ0540  HISTORY     - Date     Condition        Report By
 TJ0540  HISTORY     - 1935     MONUMENTED       CGS
 TJ0540  HISTORY     - 1973     GOOD             USGS
 TJ0540
 TJ0540                          STATION DESCRIPTION
 TJ0540
 TJ0540'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 TJ0540'35.5 MI S FROM SACO.
 TJ0540'35.5 MILES SOUTH ALONG THE LARB GREEK ROAD FROM THE GREAT NORTHERN
 TJ0540'RAILWAY STATION AT SACO, 80 FEET WEST OF THE ROAD, 4.6 FEET SOUTH OF A
 TJ0540'BLM SECTION CORNER MARKER AT THE NORTHEST CORNER OF SECTION 19 T 26 N,
 TJ0540'R 34 E, SET IN TOP OF A CONCRETE POST A STANDARD U.S.C. AND G.S. DISK
 TJ0540'STAMPED K-255-1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0423 ***********************************************************************
 SQ0423  DESIGNATION -  K 256
 SQ0423  PID         -  SQ0423
 SQ0423  STATE/COUNTY-  MT/PHILLIPS
 SQ0423  USGS QUAD   -  SUN PRAIRIE (1987)
 SQ0423
 SQ0423                         *CURRENT SURVEY CONTROL
 SQ0423  ___________________________________________________________________
 SQ0423* NAD 83(1986)-  47 52 13.     (N)    107 42 50.     (W)     SCALED    
 SQ0423* NAVD 88     -       714.080  (meters)    2342.78   (feet)  ADJUSTED  
 SQ0423  ___________________________________________________________________
 SQ0423  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 SQ0423  DYNAMIC HT  -         714.119 (meters)    2342.91  (feet)  COMP
 SQ0423  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 SQ0423
 SQ0423  VERT ORDER  -  SECOND    CLASS 0
 SQ0423
 SQ0423.The horizontal coordinates were scaled from a topographic map and have
 SQ0423.an estimated accuracy of +/- 6 seconds.
 SQ0423
 SQ0423.The orthometric height was determined by differential leveling
 SQ0423.and adjusted by the National Geodetic Survey in June 1991..
 SQ0423
 SQ0423.The geoid height was determined by GEOID03.
 SQ0423
 SQ0423.The dynamic height is computed by dividing the NAVD 88
 SQ0423.geopotential number by the normal gravity value computed on the
 SQ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0423.degrees latitude (g = 980.6199 gals.).
 SQ0423
 SQ0423.The modeled gravity was interpolated from observed gravity values.
 SQ0423
 SQ0423;                    North         East    Units  Estimated Accuracy
 SQ0423;SPC MT       -   403,800.      733,550.      MT  (+/- 180 meters Scaled)
 SQ0423
 SQ0423                          SUPERSEDED SURVEY CONTROL
 SQ0423
 SQ0423  NGVD 29 (??/??/92)  713.347  (m)         2340.37   (f) ADJ UNCH    2 0
 SQ0423
 SQ0423.Superseded values are not recommended for survey control.
 SQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0423.See file dsdata.txt to determine how the superseded data were derived.
 SQ0423
 SQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP970054(NAD 83)
 SQ0423_MARKER: DB = BENCH MARK DISK
 SQ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0423_STAMPING: K 256 1935
 SQ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0423+STABILITY: SURFACE MOTION
 SQ0423
 SQ0423  HISTORY     - Date     Condition        Report By
 SQ0423  HISTORY     - 1935     MONUMENTED       CGS
 SQ0423  HISTORY     - 1965     GOOD             USGS
 SQ0423
 SQ0423                          STATION DESCRIPTION
 SQ0423
 SQ0423'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0423'3.0 MI NE FROM SUN PRAIRIE.
 SQ0423'SUN PRAIRIE CEMETERY.  0.9 MILES NORTH ALONG GRADED GRAVEL ROAD TO
 SQ0423'HOLZHEY RANCH.  THENCE 2.1 MILES NORTHEAST ALONG TRACK ROAD TO FENCE
 SQ0423'CORNER.  THENCE 0.5 MILES EAST ALONG NORTH SIDE OF FENCE.  THENCE
 SQ0423'NORTH 0.2 MILES ALONG WEST SIDE OF FENCE.  10 FT SOUTH OF FENCE
 SQ0423'CORNER, 2 FT WEST OF FENCE.  50 FT SOUTHEAST OF THE NORTHWEST CORNER
 SQ0423'OF SECTION 2, T24N.  R31E.  A STANDARD DISK SET IN TOP OF A CONCRETE
 SQ0423'POST AND PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0176 ***********************************************************************
 SP0176  DESIGNATION -  K 257
 SP0176  PID         -  SP0176
 SP0176  STATE/COUNTY-  MT/PRAIRIE
 SP0176  USGS QUAD   -  DIAMOND G BUTTE (1983)
 SP0176
 SP0176                         *CURRENT SURVEY CONTROL
 SP0176  ___________________________________________________________________
 SP0176* NAD 83(1986)-  47 04 43.     (N)    105 20 45.     (W)     SCALED    
 SP0176* NAVD 88     -       875.322  (meters)    2871.79   (feet)  ADJUSTED  
 SP0176  ___________________________________________________________________
 SP0176  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 SP0176  DYNAMIC HT  -         875.294 (meters)    2871.69  (feet)  COMP
 SP0176  MODELED GRAV-     980,550.5   (mgal)                       NAVD 88
 SP0176
 SP0176  VERT ORDER  -  SECOND    CLASS 0
 SP0176
 SP0176.The horizontal coordinates were scaled from a topographic map and have
 SP0176.an estimated accuracy of +/- 6 seconds.
 SP0176
 SP0176.The orthometric height was determined by differential leveling
 SP0176.and adjusted by the National Geodetic Survey in June 1991..
 SP0176
 SP0176.The geoid height was determined by GEOID03.
 SP0176
 SP0176.The dynamic height is computed by dividing the NAVD 88
 SP0176.geopotential number by the normal gravity value computed on the
 SP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0176.degrees latitude (g = 980.6199 gals.).
 SP0176
 SP0176.The modeled gravity was interpolated from observed gravity values.
 SP0176
 SP0176;                    North         East    Units  Estimated Accuracy
 SP0176;SPC MT       -   322,670.      915,150.      MT  (+/- 180 meters Scaled)
 SP0176
 SP0176                          SUPERSEDED SURVEY CONTROL
 SP0176
 SP0176  NGVD 29 (??/??/92)  874.709  (m)         2869.77   (f) ADJ UNCH    2 0
 SP0176
 SP0176.Superseded values are not recommended for survey control.
 SP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0176.See file dsdata.txt to determine how the superseded data were derived.
 SP0176
 SP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN737139(NAD 83)
 SP0176_MARKER: DB = BENCH MARK DISK
 SP0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0176_STAMPING: K-257 1935
 SP0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0176+STABILITY: SURFACE MOTION
 SP0176
 SP0176  HISTORY     - Date     Condition        Report By
 SP0176  HISTORY     - 1935     MONUMENTED       CGS
 SP0176
 SP0176                          STATION DESCRIPTION
 SP0176
 SP0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0176'9.8 MI SW FROM UNION.
 SP0176'ALONG ROADS.  0.6 MILES SOUTH OF UNION, THENCE 1.1 MILES WEST, THENCE
 SP0176'6.1 MILES SOUTH, THENCE 1.0 MILES WEST, THENCE 1.0 MILES SOUTH.  AT
 SP0176'SECTION LINE.  ABOUT 0.3 MILES WEST OF HIGH BUTTE.  31 FEET WEST OF
 SP0176'CENTERLINE OF THE ROAD.  2 FEET EAST OF RIGHT-OF-WAY FENCE.  IN LINE
 SP0176'WITH LINE FENCE TO WEST.  1.5 MILES BELOW LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0361 ***********************************************************************
 RT0361  DESIGNATION -  K 258
 RT0361  PID         -  RT0361
 RT0361  STATE/COUNTY-  MT/PRAIRIE
 RT0361  USGS QUAD   -  COMBS RANCH (1965)
 RT0361
 RT0361                         *CURRENT SURVEY CONTROL
 RT0361  ___________________________________________________________________
 RT0361* NAD 83(1986)-  46 54 15.     (N)    105 57 33.     (W)     SCALED    
 RT0361* NAVD 88     -       872.901  (meters)    2863.84   (feet)  ADJUSTED  
 RT0361  ___________________________________________________________________
 RT0361  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0361  DYNAMIC HT  -         872.854 (meters)    2863.69  (feet)  COMP
 RT0361  MODELED GRAV-     980,530.8   (mgal)                       NAVD 88
 RT0361
 RT0361  VERT ORDER  -  SECOND    CLASS 0
 RT0361
 RT0361.The horizontal coordinates were scaled from a topographic map and have
 RT0361.an estimated accuracy of +/- 6 seconds.
 RT0361
 RT0361.The orthometric height was determined by differential leveling
 RT0361.and adjusted by the National Geodetic Survey in June 1991..
 RT0361
 RT0361.The geoid height was determined by GEOID03.
 RT0361
 RT0361.The dynamic height is computed by dividing the NAVD 88
 RT0361.geopotential number by the normal gravity value computed on the
 RT0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0361.degrees latitude (g = 980.6199 gals.).
 RT0361
 RT0361.The modeled gravity was interpolated from observed gravity values.
 RT0361
 RT0361;                    North         East    Units  Estimated Accuracy
 RT0361;SPC MT       -   301,020.      869,530.      MT  (+/- 180 meters Scaled)
 RT0361
 RT0361                          SUPERSEDED SURVEY CONTROL
 RT0361
 RT0361  NGVD 29 (??/??/92)  872.253  (m)         2861.72   (f) ADJ UNCH    2 0
 RT0361
 RT0361.Superseded values are not recommended for survey control.
 RT0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0361.See file dsdata.txt to determine how the superseded data were derived.
 RT0361
 RT0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM269949(NAD 83)
 RT0361_MARKER: DB = BENCH MARK DISK
 RT0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0361_STAMPING: K 258 1935
 RT0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0361+STABILITY: SURFACE MOTION
 RT0361
 RT0361  HISTORY     - Date     Condition        Report By
 RT0361  HISTORY     - 1935     MONUMENTED       CGS
 RT0361
 RT0361                          STATION DESCRIPTION
 RT0361
 RT0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0361'7.0 MI E FROM CROW ROCK.
 RT0361'7.0 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT CROW ROCK,
 RT0361'AT A CURVE IN THE ROAD, 22 FEET SOUTH OF A POINT 51 FEET EAST OF THE
 RT0361'POINT OF INTERSECTION, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND
 RT0361'ABOUT 3-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED K 258
 RT0361'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0050 ***********************************************************************
 RT0050  DESIGNATION -  K 259
 RT0050  PID         -  RT0050
 RT0050  STATE/COUNTY-  MT/FALLON
 RT0050  USGS QUAD   -  AYER SPRING NE (1981)
 RT0050
 RT0050                         *CURRENT SURVEY CONTROL
 RT0050  ___________________________________________________________________
 RT0050* NAD 83(1986)-  46 40 16.     (N)    104 34 06.     (W)     SCALED    
 RT0050* NAVD 88     -       812.738  (meters)    2666.46   (feet)  ADJUSTED  
 RT0050  ___________________________________________________________________
 RT0050  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RT0050  DYNAMIC HT  -         812.697 (meters)    2666.32  (feet)  COMP
 RT0050  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 RT0050
 RT0050  VERT ORDER  -  SECOND    CLASS 0
 RT0050
 RT0050.The horizontal coordinates were scaled from a topographic map and have
 RT0050.an estimated accuracy of +/- 6 seconds.
 RT0050
 RT0050.The orthometric height was determined by differential leveling
 RT0050.and adjusted by the National Geodetic Survey in June 1991..
 RT0050
 RT0050.The geoid height was determined by GEOID03.
 RT0050
 RT0050.The dynamic height is computed by dividing the NAVD 88
 RT0050.geopotential number by the normal gravity value computed on the
 RT0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0050.degrees latitude (g = 980.6199 gals.).
 RT0050
 RT0050.The modeled gravity was interpolated from observed gravity values.
 RT0050
 RT0050;                    North         East    Units  Estimated Accuracy
 RT0050;SPC MT       -   280,910.      976,910.      MT  (+/- 180 meters Scaled)
 RT0050
 RT0050                          SUPERSEDED SURVEY CONTROL
 RT0050
 RT0050  NGVD 29 (??/??/92)  812.158  (m)         2664.55   (f) ADJ UNCH    2 0
 RT0050
 RT0050.Superseded values are not recommended for survey control.
 RT0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0050.See file dsdata.txt to determine how the superseded data were derived.
 RT0050
 RT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM330687(NAD 83)
 RT0050_MARKER: DB = BENCH MARK DISK
 RT0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0050_STAMPING: K 259 1935
 RT0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0050+STABILITY: SURFACE MOTION
 RT0050
 RT0050  HISTORY     - Date     Condition        Report By
 RT0050  HISTORY     - 1935     MONUMENTED       CGS
 RT0050  HISTORY     - 1976     GOOD             USGS
 RT0050
 RT0050                          STATION DESCRIPTION
 RT0050
 RT0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0050'32.3 MI SW FROM CARLYLE.
 RT0050'IN FALLON COUNTY, 7.4 MILES WEST ALONG A COUNTY ROAD FROM CARLYLE,
 RT0050'WIBAUX COUNTY, 2 MILES NORTH, 3 MILES WEST, 3 MILES SOUTH, 1 MILE
 RT0050'WEST, 4 MILES SOUTHWEST, 2 MILES NORTH, AND 9.9 MILES WEST ALONG ROADS
 RT0050'AND TRAILS.  0.9 MILE EAST OF A RANCH HOUSE, 1/4 MILE NORTHEAST OF A
 RT0050'CREEK, 500 FEET SOUTH OF A LOW BUTTE, 297 FEET NORTH OF A FENCE, AND
 RT0050'258 FEET SOUTH OF A TRAIL.  A STANDARD DISK, STAMPED K 259 1935 AND
 RT0050'SET IN THE TOP OF A CONCRETE POST.
 RT0050
 RT0050                          STATION RECOVERY (1976)
 RT0050
 RT0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0050'THIS BENCH MARK IS ABOUT 28.7 MILES NW OF BAKER, MONTANA. IT IS IN
 RT0050'THE SE 1/4 OF SEC. 29 T. 11 N. R. 57 E., 0.8 MILE E. OF A RANCH
 RT0050'HOUSE, 1/4 MILE NE OF A CREEK, 500 FT. S. OF A LOW BUTTE, AND ABOUT
 RT0050'240 N. OF A RD. A STANDARD DISK, STAMPED K 259 1935 AND SET IN THE
 RT0050'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0045 ***********************************************************************
 RU0045  DESIGNATION -  K 260
 RU0045  PID         -  RU0045
 RU0045  STATE/COUNTY-  MT/ROSEBUD
 RU0045  USGS QUAD   -  VAN BURTON CREEK (1969)
 RU0045
 RU0045                         *CURRENT SURVEY CONTROL
 RU0045  ___________________________________________________________________
 RU0045* NAD 83(1986)-  46 43 46.     (N)    106 27 34.     (W)     SCALED    
 RU0045* NAVD 88     -       902.781  (meters)    2961.87   (feet)  ADJUSTED  
 RU0045  ___________________________________________________________________
 RU0045  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 RU0045  DYNAMIC HT  -         902.712 (meters)    2961.65  (feet)  COMP
 RU0045  MODELED GRAV-     980,506.2   (mgal)                       NAVD 88
 RU0045
 RU0045  VERT ORDER  -  SECOND    CLASS 0
 RU0045
 RU0045.The horizontal coordinates were scaled from a topographic map and have
 RU0045.an estimated accuracy of +/- 6 seconds.
 RU0045
 RU0045.The orthometric height was determined by differential leveling
 RU0045.and adjusted by the National Geodetic Survey in June 1991..
 RU0045
 RU0045.The geoid height was determined by GEOID03.
 RU0045
 RU0045.The dynamic height is computed by dividing the NAVD 88
 RU0045.geopotential number by the normal gravity value computed on the
 RU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0045.degrees latitude (g = 980.6199 gals.).
 RU0045
 RU0045.The modeled gravity was interpolated from observed gravity values.
 RU0045
 RU0045;                    North         East    Units  Estimated Accuracy
 RU0045;SPC MT       -   280,030.      832,220.      MT  (+/- 180 meters Scaled)
 RU0045
 RU0045                          SUPERSEDED SURVEY CONTROL
 RU0045
 RU0045.No superseded survey control is available for this station.
 RU0045
 RU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM884761(NAD 83)
 RU0045_MARKER: DB = BENCH MARK DISK
 RU0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0045_STAMPING: K 260 1935
 RU0045_MARK LOGO: CGS   
 RU0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 RU0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0045+STABILITY: SURFACE MOTION
 RU0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RU0045+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1995
 RU0045
 RU0045  HISTORY     - Date     Condition        Report By
 RU0045  HISTORY     - 1935     MONUMENTED       CGS
 RU0045  HISTORY     - 1937     GOOD             NGS
 RU0045  HISTORY     - 19950505 GOOD             MTDOT
 RU0045
 RU0045                          STATION DESCRIPTION
 RU0045
 RU0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0045'12.3 MI W FROM ANGELA.
 RU0045'12.3 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT ANGELA,
 RU0045'ROSEBUD COUNTY, 1.3 MILES SOUTH OF A ONE-STORY RANCHHOUSE, 0.1 MILE
 RU0045'WEST OF A WOODEN BRIDGE AT THE BOTTOM OF A SLOPE 400 FEET WEST OF A
 RU0045'COULEE, NEAR THE MIDDLE OF ALONG GRADE, 36 FEET SOUTH OF THE
 RU0045'CENTERLINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 RU0045'STANDARD DISK, STAMPED K 260 1935 AND SET IN THE TOP OF A CONCRETE
 RU0045'POST.
 RU0045
 RU0045                          STATION RECOVERY (1995)
 RU0045
 RU0045'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RU0045'THE STATION IS LOCATED ABOUT 12.3 MI (19.8 KM) WEST OF ANGELA, ALONG
 RU0045'THE SOUTH SIDE OF THE ANGELA-FORSYTH ROAD.  TO REACH FROM THE ANGELA
 RU0045'POST OFFICE, GO WEST ON THE GRAVEL COUNTY ROAD FOR 8.15 MI (13.12 KM)
 RU0045'TO A CATTLE GUARD.  CONTINUE WEST ON THE GRAVEL ROAD FOR 4.15 MI (6.68
 RU0045'KM) TO THE STATION ON THE LEFT.  THE STATION IS 32.8 FT (10.0 M) SOUTH
 RU0045'OF THE CENTER OF THE ROAD, 2.0 FT (0.6 M) NORTH OF A WITNESS POST AND
 RU0045'ON THE EDGE OF A FARM FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0494 ***********************************************************************
 RU0494  DESIGNATION -  K 261
 RU0494  PID         -  RU0494
 RU0494  STATE/COUNTY-  MT/GARFIELD
 RU0494  USGS QUAD   -  MOTHER BUTTE (1965)
 RU0494
 RU0494                         *CURRENT SURVEY CONTROL
 RU0494  ___________________________________________________________________
 RU0494* NAD 83(1986)-  46 59 59.     (N)    106 54 46.     (W)     SCALED    
 RU0494* NAVD 88     -       927.842  (meters)    3044.09   (feet)  ADJUSTED  
 RU0494  ___________________________________________________________________
 RU0494  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 RU0494  DYNAMIC HT  -         927.800 (meters)    3043.96  (feet)  COMP
 RU0494  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 RU0494
 RU0494  VERT ORDER  -  SECOND    CLASS 0
 RU0494
 RU0494.The horizontal coordinates were scaled from a topographic map and have
 RU0494.an estimated accuracy of +/- 6 seconds.
 RU0494
 RU0494.The orthometric height was determined by differential leveling
 RU0494.and adjusted by the National Geodetic Survey in June 1991..
 RU0494
 RU0494.The geoid height was determined by GEOID03.
 RU0494
 RU0494.The dynamic height is computed by dividing the NAVD 88
 RU0494.geopotential number by the normal gravity value computed on the
 RU0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0494.degrees latitude (g = 980.6199 gals.).
 RU0494
 RU0494.The modeled gravity was interpolated from observed gravity values.
 RU0494
 RU0494;                    North         East    Units  Estimated Accuracy
 RU0494;SPC MT       -   308,790.      796,620.      MT  (+/- 180 meters Scaled)
 RU0494
 RU0494                          SUPERSEDED SURVEY CONTROL
 RU0494
 RU0494  NGVD 29 (??/??/92)  927.170  (m)         3041.89   (f) ADJ UNCH    2 0
 RU0494
 RU0494.Superseded values are not recommended for survey control.
 RU0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0494.See file dsdata.txt to determine how the superseded data were derived.
 RU0494
 RU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN545069(NAD 83)
 RU0494_MARKER: DB = BENCH MARK DISK
 RU0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0494_STAMPING: K 261 1935
 RU0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0494+STABILITY: SURFACE MOTION
 RU0494
 RU0494  HISTORY     - Date     Condition        Report By
 RU0494  HISTORY     - 1935     MONUMENTED       CGS
 RU0494  HISTORY     - 1937     GOOD             NGS
 RU0494
 RU0494                          STATION DESCRIPTION
 RU0494
 RU0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0494'18.8 MI SW FROM COHAGEN.
 RU0494'18.8 MILES SOUTHWEST ALONG A COUNTY ROAD FROM COHAGEN, GARFIELD
 RU0494'COUNTY, 0.2 MILE WEST OF A STOCK GUARD IN THE FENCE LINE, 300 FEET
 RU0494'EAST OF A COULEE, ON THE SOUTH SLOPE OF A ROCKY RANGE OF HILLS, 40
 RU0494'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET HIGHER THAN THE
 RU0494'ROAD.  A STANDARD DISK, STAMPED K 261 1935 AND SET IN THE TOP OF A
 RU0494'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0246 ***********************************************************************
 RU0246  DESIGNATION -  K 262
 RU0246  PID         -  RU0246
 RU0246  STATE/COUNTY-  MT/ROSEBUD
 RU0246  USGS QUAD   -  HOLE-IN-THE-ROCK (1980)
 RU0246
 RU0246                         *CURRENT SURVEY CONTROL
 RU0246  ___________________________________________________________________
 RU0246* NAD 83(1986)-  46 46 23.     (N)    107 10 48.     (W)     SCALED    
 RU0246* NAVD 88     -       876.860  (meters)    2876.83   (feet)  ADJUSTED  
 RU0246  ___________________________________________________________________
 RU0246  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 RU0246  DYNAMIC HT  -         876.805 (meters)    2876.65  (feet)  COMP
 RU0246  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 RU0246
 RU0246  VERT ORDER  -  SECOND    CLASS 0
 RU0246
 RU0246.The horizontal coordinates were scaled from a topographic map and have
 RU0246.an estimated accuracy of +/- 6 seconds.
 RU0246
 RU0246.The orthometric height was determined by differential leveling
 RU0246.and adjusted by the National Geodetic Survey in June 1991..
 RU0246
 RU0246.The geoid height was determined by GEOID03.
 RU0246
 RU0246.The dynamic height is computed by dividing the NAVD 88
 RU0246.geopotential number by the normal gravity value computed on the
 RU0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0246.degrees latitude (g = 980.6199 gals.).
 RU0246
 RU0246.The modeled gravity was interpolated from observed gravity values.
 RU0246
 RU0246;                    North         East    Units  Estimated Accuracy
 RU0246;SPC MT       -   282,990.      777,060.      MT  (+/- 180 meters Scaled)
 RU0246
 RU0246                          SUPERSEDED SURVEY CONTROL
 RU0246
 RU0246  NGVD 29 (??/??/92)  876.189  (m)         2874.63   (f) ADJ UNCH    2 0
 RU0246
 RU0246.Superseded values are not recommended for survey control.
 RU0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0246.See file dsdata.txt to determine how the superseded data were derived.
 RU0246
 RU0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM335822(NAD 83)
 RU0246_MARKER: DB = BENCH MARK DISK
 RU0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0246_STAMPING: K 262 1935
 RU0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0246+STABILITY: SURFACE MOTION
 RU0246
 RU0246  HISTORY     - Date     Condition        Report By
 RU0246  HISTORY     - 1935     MONUMENTED       CGS
 RU0246  HISTORY     - 1937     GOOD             NGS
 RU0246
 RU0246                          STATION DESCRIPTION
 RU0246
 RU0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0246'21.9 MI NE FROM INGOMAR.
 RU0246'21.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM INGOMAR, ROSEBUD COUNTY,
 RU0246'1.3 MILES SOUTH OF LOW-WOODED BUTTES, 0.7 MILE SOUTHEAST OF A CREEK,
 RU0246'400 FEET NORTHWEST OF LOW ROLLING HILLS, AT THE JUNCTION OF A TRAIL
 RU0246'LEADING NORTHWEST, 39 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 40
 RU0246'FEET SOUTHWEST OF THE TRAIL, AND LEVEL WITH THE ROAD.  A STANDARD
 RU0246'DISK, STAMPED K 262 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0098 ***********************************************************************
 SQ0098  DESIGNATION -  K 263
 SQ0098  PID         -  SQ0098
 SQ0098  STATE/COUNTY-  MT/GARFIELD
 SQ0098  USGS QUAD   -  WHITESIDE RANCH (1965)
 SQ0098
 SQ0098                         *CURRENT SURVEY CONTROL
 SQ0098  ___________________________________________________________________
 SQ0098* NAD 83(1986)-  47 12 35.     (N)    106 16 36.     (W)     SCALED    
 SQ0098* NAVD 88     -       772.435  (meters)    2534.23   (feet)  ADJUSTED  
 SQ0098  ___________________________________________________________________
 SQ0098  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 SQ0098  DYNAMIC HT  -         772.430 (meters)    2534.21  (feet)  COMP
 SQ0098  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 SQ0098
 SQ0098  VERT ORDER  -  SECOND    CLASS 0
 SQ0098
 SQ0098.The horizontal coordinates were scaled from a topographic map and have
 SQ0098.an estimated accuracy of +/- 6 seconds.
 SQ0098
 SQ0098.The orthometric height was determined by differential leveling
 SQ0098.and adjusted by the National Geodetic Survey in June 1991..
 SQ0098
 SQ0098.The geoid height was determined by GEOID03.
 SQ0098
 SQ0098.The dynamic height is computed by dividing the NAVD 88
 SQ0098.geopotential number by the normal gravity value computed on the
 SQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0098.degrees latitude (g = 980.6199 gals.).
 SQ0098
 SQ0098.The modeled gravity was interpolated from observed gravity values.
 SQ0098
 SQ0098;                    North         East    Units  Estimated Accuracy
 SQ0098;SPC MT       -   333,900.      843,980.      MT  (+/- 180 meters Scaled)
 SQ0098
 SQ0098                          SUPERSEDED SURVEY CONTROL
 SQ0098
 SQ0098  NGVD 29 (??/??/92)  771.794  (m)         2532.13   (f) ADJ UNCH    2 0
 SQ0098
 SQ0098.Superseded values are not recommended for survey control.
 SQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0098.See file dsdata.txt to determine how the superseded data were derived.
 SQ0098
 SQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN033292(NAD 83)
 SQ0098_MARKER: DB = BENCH MARK DISK
 SQ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0098_STAMPING: K 263 1935
 SQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0098+STABILITY: SURFACE MOTION
 SQ0098
 SQ0098  HISTORY     - Date     Condition        Report By
 SQ0098  HISTORY     - 1935     MONUMENTED       CGS
 SQ0098  HISTORY     - 1965     GOOD             USGS
 SQ0098
 SQ0098                          STATION DESCRIPTION
 SQ0098
 SQ0098'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0098'37.2 MI SE FROM JORDAN.
 SQ0098'ABOUT 26.8 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 SQ0098'JORDAN, THENCE 10.4 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 258, IN
 SQ0098'THE SOUTHEAST CORNER OF SECTION 19, T 17 N, R 43 E, 0.1 MILE NORTH OF
 SQ0098'A CHURCH, 80 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A
 SQ0098'CEMETERY, 101 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET
 SQ0098'NORTH OF THE CENTERLINE OF A TRACK ROAD LEADING WEST, 110 FEET
 SQ0098'NORTHWEST OF AND 6 FEET LOWER THAN THE CROSS-ROAD, 11 FEET
 SQ0098'NORTH-NORTHWEST OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE, 1.0 FOOT
 SQ0098'WEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 SQ0098'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0110 ***********************************************************************
 TH0110  DESIGNATION -  K 269
 TH0110  PID         -  TH0110
 TH0110  STATE/COUNTY-  MT/ROOSEVELT
 TH0110  USGS QUAD   -  HOMESTEAD NW (1983)
 TH0110
 TH0110                         *CURRENT SURVEY CONTROL
 TH0110  ___________________________________________________________________
 TH0110* NAD 83(1986)-  48 25 05.     (N)    104 39 02.     (W)     SCALED    
 TH0110* NAVD 88     -       641.054  (meters)    2103.19   (feet)  ADJUSTED  
 TH0110  ___________________________________________________________________
 TH0110  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 TH0110  DYNAMIC HT  -         641.152 (meters)    2103.51  (feet)  COMP
 TH0110  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 TH0110
 TH0110  VERT ORDER  -  SECOND    CLASS 0
 TH0110
 TH0110.The horizontal coordinates were scaled from a topographic map and have
 TH0110.an estimated accuracy of +/- 6 seconds.
 TH0110
 TH0110.The orthometric height was determined by differential leveling
 TH0110.and adjusted by the National Geodetic Survey in June 1991..
 TH0110
 TH0110.The geoid height was determined by GEOID03.
 TH0110
 TH0110.The dynamic height is computed by dividing the NAVD 88
 TH0110.geopotential number by the normal gravity value computed on the
 TH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0110.degrees latitude (g = 980.6199 gals.).
 TH0110
 TH0110.The modeled gravity was interpolated from observed gravity values.
 TH0110
 TH0110;                    North         East    Units  Estimated Accuracy
 TH0110;SPC MT       -   474,270.      958,620.      MT  (+/- 180 meters Scaled)
 TH0110
 TH0110                          SUPERSEDED SURVEY CONTROL
 TH0110
 TH0110  NGVD 29 (??/??/92)  640.530  (m)         2101.47   (f) ADJ UNCH    2 0
 TH0110
 TH0110.Superseded values are not recommended for survey control.
 TH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0110.See file dsdata.txt to determine how the superseded data were derived.
 TH0110
 TH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP258628(NAD 83)
 TH0110_MARKER: DB = BENCH MARK DISK
 TH0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0110_STAMPING: K-269 1935
 TH0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0110+STABILITY: SURFACE MOTION
 TH0110
 TH0110  HISTORY     - Date     Condition        Report By
 TH0110  HISTORY     - 1935     MONUMENTED       CGS
 TH0110  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0110
 TH0110                          STATION DESCRIPTION
 TH0110
 TH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0110'5.1 MI W FROM HOMESTEAD.
 TH0110'ALONG THE ROAD TO A RANCH HOUSE AT THE SOUTHEAST CORNER OF SECTION 23,
 TH0110'TWP. 31. R. 54, 5.1 MILES WEST OF THE GREAT NORTHERN RAILROAD AT
 TH0110'HOMESTEAD.  SET IN POST AT THE SOUTHEAST CORNER OF THE RANCH YARD, 35
 TH0110'FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET NORTH OF A TELEPHONE
 TH0110'POLE, 4 1/2 FEET SOUTHWEST OF A FENCE JUNCTION POST, AT ROAD LEVEL.
 TH0110'NOTE-- K-269 IS 2 MILES WEST, ALONG THE SECTION LINE ROAD, FROM J-269.
 TH0110
 TH0110                          STATION RECOVERY (1977)
 TH0110
 TH0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0233 ***********************************************************************
 TH0233  DESIGNATION -  K 271
 TH0233  PID         -  TH0233
 TH0233  STATE/COUNTY-  MT/DANIELS
 TH0233  USGS QUAD   -  SOO (1983)
 TH0233
 TH0233                         *CURRENT SURVEY CONTROL
 TH0233  ___________________________________________________________________
 TH0233* NAD 83(1986)-  48 37 15.     (N)    104 59 43.     (W)     SCALED    
 TH0233* NAVD 88     -       805.073  (meters)    2641.31   (feet)  ADJUSTED  
 TH0233  ___________________________________________________________________
 TH0233  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TH0233  DYNAMIC HT  -         805.194 (meters)    2641.71  (feet)  COMP
 TH0233  MODELED GRAV-     980,732.9   (mgal)                       NAVD 88
 TH0233
 TH0233  VERT ORDER  -  SECOND    CLASS 0
 TH0233
 TH0233.The horizontal coordinates were scaled from a topographic map and have
 TH0233.an estimated accuracy of +/- 6 seconds.
 TH0233
 TH0233.The orthometric height was determined by differential leveling
 TH0233.and adjusted by the National Geodetic Survey in June 1991..
 TH0233
 TH0233.The geoid height was determined by GEOID03.
 TH0233
 TH0233.The dynamic height is computed by dividing the NAVD 88
 TH0233.geopotential number by the normal gravity value computed on the
 TH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0233.degrees latitude (g = 980.6199 gals.).
 TH0233
 TH0233.The modeled gravity was interpolated from observed gravity values.
 TH0233
 TH0233;                    North         East    Units  Estimated Accuracy
 TH0233;SPC MT       -   495,250.      931,860.      MT  (+/- 180 meters Scaled)
 TH0233
 TH0233                          SUPERSEDED SURVEY CONTROL
 TH0233
 TH0233  NGVD 29 (??/??/92)  804.514  (m)         2639.48   (f) ADJ UNCH    2 0
 TH0233
 TH0233.Superseded values are not recommended for survey control.
 TH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0233.See file dsdata.txt to determine how the superseded data were derived.
 TH0233
 TH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP003853(NAD 83)
 TH0233_MARKER: DB = BENCH MARK DISK
 TH0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0233_STAMPING: K 271 1935
 TH0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0233+STABILITY: SURFACE MOTION
 TH0233
 TH0233  HISTORY     - Date     Condition        Report By
 TH0233  HISTORY     - 1935     MONUMENTED       CGS
 TH0233  HISTORY     - 1977     POOR             USGS
 TH0233
 TH0233                          STATION DESCRIPTION
 TH0233
 TH0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0233'17.4 MI S FROM REDSTONE.
 TH0233'IN DANIELS COUNTY, 17.4 MILES SOUTH ALONG THE BROCKTON ROAD FROM THE
 TH0233'GREAT NORTHERN RAILWAY STATION AT REDSTONE, SHERIDAN COUNTY, 600 FEET
 TH0233'SOUTH OF THE NORTHWEST CORNER OF SECTION 13, T 33 N, R 51 E, AT A
 TH0233'RIGHT-ANGLE TURN, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 35 FEET
 TH0233'SOUTH OF THE PROLONGATION OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 TH0233'9 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE, AND 1 FOOT
 TH0233'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED K 271 1935 AND SET IN
 TH0233'THE TOP OF A CONCRETE POST.
 TH0233
 TH0233                          STATION RECOVERY (1977)
 TH0233
 TH0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0233'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0109 ***********************************************************************
 TK0109  DESIGNATION -  K 274
 TK0109  PID         -  TK0109
 TK0109  STATE/COUNTY-  MT/BLAINE
 TK0109  USGS QUAD   -  FORT BELKNAP AGENCY (1971)
 TK0109
 TK0109                         *CURRENT SURVEY CONTROL
 TK0109  ___________________________________________________________________
 TK0109* NAD 83(1986)-  48 17 49.     (N)    108 51 39.     (W)     SCALED    
 TK0109* NAVD 88     -       945.422  (meters)    3101.77   (feet)  ADJUSTED  
 TK0109  ___________________________________________________________________
 TK0109  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 TK0109  DYNAMIC HT  -         945.492 (meters)    3102.00  (feet)  COMP
 TK0109  MODELED GRAV-     980,652.8   (mgal)                       NAVD 88
 TK0109
 TK0109  VERT ORDER  -  SECOND    CLASS 0
 TK0109
 TK0109.The horizontal coordinates were scaled from a topographic map and have
 TK0109.an estimated accuracy of +/- 6 seconds.
 TK0109
 TK0109.The orthometric height was determined by differential leveling
 TK0109.and adjusted by the National Geodetic Survey in June 1991..
 TK0109
 TK0109.The geoid height was determined by GEOID03.
 TK0109
 TK0109.The dynamic height is computed by dividing the NAVD 88
 TK0109.geopotential number by the normal gravity value computed on the
 TK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0109.degrees latitude (g = 980.6199 gals.).
 TK0109
 TK0109.The modeled gravity was interpolated from observed gravity values.
 TK0109
 TK0109;                    North         East    Units  Estimated Accuracy
 TK0109;SPC MT       -   449,890.      647,410.      MT  (+/- 180 meters Scaled)
 TK0109
 TK0109                          SUPERSEDED SURVEY CONTROL
 TK0109
 TK0109  NGVD 29 (??/??/92)  944.622  (m)         3099.15   (f) ADJ UNCH    2 0
 TK0109
 TK0109.Superseded values are not recommended for survey control.
 TK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0109.See file dsdata.txt to determine how the superseded data were derived.
 TK0109
 TK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU586515(NAD 83)
 TK0109_MARKER: DB = BENCH MARK DISK
 TK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0109_STAMPING: K 274 1935
 TK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0109+STABILITY: SURFACE MOTION
 TK0109
 TK0109  HISTORY     - Date     Condition        Report By
 TK0109  HISTORY     - 1935     MONUMENTED       CGS
 TK0109  HISTORY     - 1971     GOOD             USGS
 TK0109
 TK0109                          STATION DESCRIPTION
 TK0109
 TK0109'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 TK0109'20.6 MI SW FROM HARLEM.
 TK0109'4.4 MILES SOUTHEAST ALONG U.S. HWY 2 FROM THE STATION AT HARLEM,
 TK0109'BLAINE COUNTY.  2.2 MILES SOUTH ALONG THE HAYS HWY.  2.6 MILES
 TK0109'SOUTHWEST ALONG THE SNAKE BUTTE ROAD AND 10.8 MILES SOUTH ALONG THE
 TK0109'OLD ROAD TO PUTNAM LAKE.  ABOUT 350 FEET SOUTHWEST OF A DILAPIDATED
 TK0109'BRIDGE OVER A DRAIN.  0.2 MILES NORTHWEST OF A RESERVIOR.  0.5 MILES
 TK0109'NORTH OF A DIM CROSSROAD.  ON THE EAST SLOPE OF A HILL.  38 FEET WEST
 TK0109'OF CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED K 274 1935 AND SET
 TK0109'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0040 ***********************************************************************
 TK0040  DESIGNATION -  K 275 RESET
 TK0040  PID         -  TK0040
 TK0040  STATE/COUNTY-  MT/PHILLIPS
 TK0040  USGS QUAD   -  COBURG SE (1964)
 TK0040
 TK0040                         *CURRENT SURVEY CONTROL
 TK0040  ___________________________________________________________________
 TK0040* NAD 83(1986)-  48 20 59.     (N)    108 15 32.     (W)     SCALED    
 TK0040* NAVD 88     -       761.12   (meters)    2497.1    (feet)  RESET     
 TK0040  ___________________________________________________________________
 TK0040  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TK0040
 TK0040  VERT ORDER  -  THIRD
 TK0040
 TK0040.The horizontal coordinates were scaled from a topographic map and have
 TK0040.an estimated accuracy of +/- 6 seconds.
 TK0040
 TK0040.The orthometric height was computed from unverified reset data.
 TK0040
 TK0040.The geoid height was determined by GEOID03.
 TK0040
 TK0040;                    North         East    Units  Estimated Accuracy
 TK0040;SPC MT       -   456,300.      691,960.      MT  (+/- 180 meters Scaled)
 TK0040
 TK0040                          SUPERSEDED SURVEY CONTROL
 TK0040
 TK0040.No superseded survey control is available for this station.
 TK0040
 TK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU030588(NAD 83)
 TK0040_MARKER: DB = BENCH MARK DISK
 TK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0040_STAMPING: K 275 RESET 1963
 TK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0040+STABILITY: SURFACE MOTION
 TK0040
 TK0040  HISTORY     - Date     Condition        Report By
 TK0040  HISTORY     - 1963     MONUMENTED       MTDH
 TK0040
 TK0040                          STATION DESCRIPTION
 TK0040
 TK0040'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1963
 TK0040'3.8 MI S FROM DODSON.
 TK0040'3.8 MILES SOUTH ALONG THE ZORTMAN ROAD FROM THE GREAT NORTHERN RAILWAY
 TK0040'STATION AT DODSON, AT THE JUNCTION OF A T-ROAD LEADING EAST, 78 FEET
 TK0040'EAST OF THE CENTERLINE OF THE MAIN ROAD, AND 32 FEET SOUTH OF THE
 TK0040'CENTERLINE OF THE T-ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0028 ***********************************************************************
 TK0028  DESIGNATION -  K 276
 TK0028  PID         -  TK0028
 TK0028  STATE/COUNTY-  MT/PHILLIPS
 TK0028  USGS QUAD   -  SEYMOUR RESERVOIR (1965)
 TK0028
 TK0028                         *CURRENT SURVEY CONTROL
 TK0028  ___________________________________________________________________
 TK0028* NAD 83(1986)-  48 01 47.     (N)    108 07 16.     (W)     SCALED    
 TK0028* NAVD 88     -       824.511  (meters)    2705.08   (feet)  ADJUSTED  
 TK0028  ___________________________________________________________________
 TK0028  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 TK0028  DYNAMIC HT  -         824.549 (meters)    2705.21  (feet)  COMP
 TK0028  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 TK0028
 TK0028  VERT ORDER  -  SECOND    CLASS 0
 TK0028
 TK0028.The horizontal coordinates were scaled from a topographic map and have
 TK0028.an estimated accuracy of +/- 6 seconds.
 TK0028
 TK0028.The orthometric height was determined by differential leveling
 TK0028.and adjusted by the National Geodetic Survey in June 1991..
 TK0028
 TK0028.The geoid height was determined by GEOID03.
 TK0028
 TK0028.The dynamic height is computed by dividing the NAVD 88
 TK0028.geopotential number by the normal gravity value computed on the
 TK0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0028.degrees latitude (g = 980.6199 gals.).
 TK0028
 TK0028.The modeled gravity was interpolated from observed gravity values.
 TK0028
 TK0028;                    North         East    Units  Estimated Accuracy
 TK0028;SPC MT       -   420,900.      702,790.      MT  (+/- 180 meters Scaled)
 TK0028
 TK0028                          SUPERSEDED SURVEY CONTROL
 TK0028
 TK0028  NGVD 29 (??/??/92)  823.706  (m)         2702.44   (f) ADJ UNCH    2 0
 TK0028
 TK0028.Superseded values are not recommended for survey control.
 TK0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0028.See file dsdata.txt to determine how the superseded data were derived.
 TK0028
 TK0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU146236(NAD 83)
 TK0028_MARKER: DB = BENCH MARK DISK
 TK0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0028_STAMPING: K 276 1935
 TK0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0028+STABILITY: SURFACE MOTION
 TK0028
 TK0028  HISTORY     - Date     Condition        Report By
 TK0028  HISTORY     - 1935     MONUMENTED       CGS
 TK0028
 TK0028                          STATION DESCRIPTION
 TK0028
 TK0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0028'6.5 MI SE FROM PHILLIPS.
 TK0028'6.5 MILES SOUTHEAST ALONG THE REGINA ROAD FROM THE JUNCTION OF THE
 TK0028'MALTA-ZORTMAN ROAD AT PHILLIPS, AT A RIGHT-ANGLE TURN IN THE ROAD, 54
 TK0028'FEET WEST OF THE CENTERLINE OF THE ROAD, 39 FEET NORTH OF THE CENTER
 TK0028'OF A GATE, AND AT A FENCE.  A STANDARD DISK, STAMPED K 276 1935 AND
 TK0028'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0445 ***********************************************************************
 SQ0445  DESIGNATION -  K 277
 SQ0445  PID         -  SQ0445
 SQ0445  STATE/COUNTY-  MT/PHILLIPS
 SQ0445  USGS QUAD   -  LOCKE RANCH (1987)
 SQ0445
 SQ0445                         *CURRENT SURVEY CONTROL
 SQ0445  ___________________________________________________________________
 SQ0445* NAD 83(1986)-  47 35 33.     (N)    107 56 55.     (W)     SCALED    
 SQ0445* NAVD 88     -       728.178  (meters)    2389.03   (feet)  ADJUSTED  
 SQ0445  ___________________________________________________________________
 SQ0445  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 SQ0445  DYNAMIC HT  -         728.201 (meters)    2389.11  (feet)  COMP
 SQ0445  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 SQ0445
 SQ0445  VERT ORDER  -  SECOND    CLASS 0
 SQ0445
 SQ0445.The horizontal coordinates were scaled from a topographic map and have
 SQ0445.an estimated accuracy of +/- 6 seconds.
 SQ0445
 SQ0445.The orthometric height was determined by differential leveling
 SQ0445.and adjusted by the National Geodetic Survey in June 1991..
 SQ0445
 SQ0445.The geoid height was determined by GEOID03.
 SQ0445
 SQ0445.The dynamic height is computed by dividing the NAVD 88
 SQ0445.geopotential number by the normal gravity value computed on the
 SQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0445.degrees latitude (g = 980.6199 gals.).
 SQ0445
 SQ0445.The modeled gravity was interpolated from observed gravity values.
 SQ0445
 SQ0445;                    North         East    Units  Estimated Accuracy
 SQ0445;SPC MT       -   372,570.      716,610.      MT  (+/- 180 meters Scaled)
 SQ0445
 SQ0445                          SUPERSEDED SURVEY CONTROL
 SQ0445
 SQ0445  NGVD 29 (??/??/92)  727.450  (m)         2386.64   (f) ADJ UNCH    2 0
 SQ0445
 SQ0445.Superseded values are not recommended for survey control.
 SQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0445.See file dsdata.txt to determine how the superseded data were derived.
 SQ0445
 SQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBN783752(NAD 83)
 SQ0445_MARKER: DB = BENCH MARK DISK
 SQ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0445_STAMPING: K 277 1935
 SQ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0445+STABILITY: SURFACE MOTION
 SQ0445
 SQ0445  HISTORY     - Date     Condition        Report By
 SQ0445  HISTORY     - 1935     MONUMENTED       CGS
 SQ0445  HISTORY     - 1965     GOOD             USGS
 SQ0445
 SQ0445                          STATION DESCRIPTION
 SQ0445
 SQ0445'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0445'8.2 MI W FROM LEGG.
 SQ0445'0.8 MILE SOUTH OF LOCKE RANCH, PHILLIPS COUNTY, 30 FEET EAST OF THE
 SQ0445'CENTERLINE OF THE ROAD AT GATE, AND 1 FOOT SOUTH OF FENCE.  A STANDARD
 SQ0445'DISK SET IN THE TOP OF A CONCRETE POST AND STAMPED K 277 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0215 ***********************************************************************
 TK0215  DESIGNATION -  K 278
 TK0215  PID         -  TK0215
 TK0215  STATE/COUNTY-  MT/HILL
 TK0215  USGS QUAD   -  BEARPAW LAKE (1984)
 TK0215
 TK0215                         *CURRENT SURVEY CONTROL
 TK0215  ___________________________________________________________________
 TK0215* NAD 83(1986)-  48 22 08.     (N)    109 40 34.     (W)     SCALED    
 TK0215* NAVD 88     -      1011.148  (meters)    3317.41   (feet)  ADJUSTED  
 TK0215  ___________________________________________________________________
 TK0215  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 TK0215  DYNAMIC HT  -        1011.195 (meters)    3317.56  (feet)  COMP
 TK0215  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 TK0215
 TK0215  VERT ORDER  -  SECOND    CLASS 0
 TK0215
 TK0215.The horizontal coordinates were scaled from a topographic map and have
 TK0215.an estimated accuracy of +/- 6 seconds.
 TK0215
 TK0215.The orthometric height was determined by differential leveling
 TK0215.and adjusted by the National Geodetic Survey in June 1991..
 TK0215
 TK0215.The geoid height was determined by GEOID03.
 TK0215
 TK0215.The dynamic height is computed by dividing the NAVD 88
 TK0215.geopotential number by the normal gravity value computed on the
 TK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0215.degrees latitude (g = 980.6199 gals.).
 TK0215
 TK0215.The modeled gravity was interpolated from observed gravity values.
 TK0215
 TK0215;                    North         East    Units  Estimated Accuracy
 TK0215;SPC MT       -   457,710.      586,960.      MT  (+/- 180 meters Scaled)
 TK0215
 TK0215                          SUPERSEDED SURVEY CONTROL
 TK0215
 TK0215  NGVD 29 (??/??/92) 1010.369  (m)         3314.85   (f) ADJ UNCH    2 0
 TK0215
 TK0215.Superseded values are not recommended for survey control.
 TK0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0215.See file dsdata.txt to determine how the superseded data were derived.
 TK0215
 TK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU980581(NAD 83)
 TK0215_MARKER: DB = BENCH MARK DISK
 TK0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0215_STAMPING: K 278 1935
 TK0215_MARK LOGO: CGS   
 TK0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0215+STABILITY: SURFACE MOTION
 TK0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TK0215+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 TK0215
 TK0215  HISTORY     - Date     Condition        Report By
 TK0215  HISTORY     - 1935     MONUMENTED       CGS
 TK0215  HISTORY     - 1978     GOOD             USGS
 TK0215  HISTORY     - 19960613 GOOD             MTDOT
 TK0215  HISTORY     - 20010416 GOOD             MTDNR
 TK0215
 TK0215                          STATION DESCRIPTION
 TK0215
 TK0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0215'14.2 MI S FROM HAVRE.
 TK0215'14.2 MILES SOUTH ALONG THE WARRICK ROAD FROM THE GREAT NORTHERN
 TK0215'RAILWAY STATION AT HAVRE, HILL COUNTY, 0.4 MILE SOUTH OF A BRIDGE OVER
 TK0215'A CREEK, 0.2 MILE SOUTH OF A BRIDGE OVER BEAVER CREEK, 200 FEET SOUTH
 TK0215'OF A JOG AROUND A BEND IN THE CREEK, AT THE CREST OF A LOW RISE, AND
 TK0215'48 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 TK0215'K 278 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TK0215
 TK0215                          STATION RECOVERY (1978)
 TK0215
 TK0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TK0215'14.2 MILES SOUTH ALONG THE BEAVER CREEK ROAD TO WARRICK FROM THE
 TK0215'DEPOT AT HAVRE. 0.2 MILE SOUTH OF A BEND IN THE CREEK, AT THE CREST
 TK0215'OF A LOW RISE, AND 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 TK0215'0.25 MILES NORTH OF A Y JUNCTION TO THE S.W. A STANDARD DISK, STAMPED
 TK0215'K 278 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TK0215
 TK0215                          STATION RECOVERY (1996)
 TK0215
 TK0215'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 TK0215'10.6 MI (17.1 KM) SOUTH ALONG STATE HIGHWAY 234 FROM THE JUNCTION WITH
 TK0215'U.S.  HIGHWAY 2, IN HAVRE, TO THE JUNCTION WITH THE SOUTH END OF
 TK0215'WARRICK ROAD ON THE LEFT, THEN 1.9 MI (3.1 KM) SOUTH TO THE MARK ON
 TK0215'THE LEFT, 75.0 FT (22.9 M) EAST OF THE CENTER OF THE HIGHWAY, 5.3 FT
 TK0215'(1.6 M) EAST OF A DOT WITNESS POST AND 2.0 FT (0.6 M) WEST OF AN NGS
 TK0215'WITNESS POST.
 TK0215
 TK0215                          STATION RECOVERY (2001)
 TK0215
 TK0215'RECOVERY NOTE BY MONTANA DEPT NATURAL RESOUR AN 2001 (ML)
 TK0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0237 ***********************************************************************
 TK0237  DESIGNATION -  K 279
 TK0237  PID         -  TK0237
 TK0237  STATE/COUNTY-  MT/CHOUTEAU
 TK0237  USGS QUAD   -  WARRICK (1984)
 TK0237
 TK0237                         *CURRENT SURVEY CONTROL
 TK0237  ___________________________________________________________________
 TK0237* NAD 83(1986)-  48 04 59.     (N)    109 36 17.     (W)     SCALED    
 TK0237* NAVD 88     -      1231.263  (meters)    4039.57   (feet)  ADJUSTED  
 TK0237  ___________________________________________________________________
 TK0237  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 TK0237  DYNAMIC HT  -        1231.259 (meters)    4039.56  (feet)  COMP
 TK0237  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 TK0237
 TK0237  VERT ORDER  -  SECOND    CLASS 0
 TK0237
 TK0237.The horizontal coordinates were scaled from a topographic map and have
 TK0237.an estimated accuracy of +/- 6 seconds.
 TK0237
 TK0237.The orthometric height was determined by differential leveling
 TK0237.and adjusted by the National Geodetic Survey in June 1991..
 TK0237
 TK0237.The geoid height was determined by GEOID03.
 TK0237
 TK0237.The dynamic height is computed by dividing the NAVD 88
 TK0237.geopotential number by the normal gravity value computed on the
 TK0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0237.degrees latitude (g = 980.6199 gals.).
 TK0237
 TK0237.The modeled gravity was interpolated from observed gravity values.
 TK0237
 TK0237;                    North         East    Units  Estimated Accuracy
 TK0237;SPC MT       -   425,930.      592,200.      MT  (+/- 180 meters Scaled)
 TK0237
 TK0237                          SUPERSEDED SURVEY CONTROL
 TK0237
 TK0237  NGVD 29 (??/??/92) 1230.436  (m)         4036.86   (f) ADJ UNCH    2 0
 TK0237
 TK0237.Superseded values are not recommended for survey control.
 TK0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0237.See file dsdata.txt to determine how the superseded data were derived.
 TK0237
 TK0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU039264(NAD 83)
 TK0237_MARKER: DB = BENCH MARK DISK
 TK0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0237_STAMPING: K 279 1935
 TK0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0237+STABILITY: SURFACE MOTION
 TK0237
 TK0237  HISTORY     - Date     Condition        Report By
 TK0237  HISTORY     - 1935     MONUMENTED       CGS
 TK0237
 TK0237                          STATION DESCRIPTION
 TK0237
 TK0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TK0237'0.8 MI NW FROM WARRICK.
 TK0237'0.8 MILE NORTHWEST ALONG THE HAVRE ROAD FROM THE JUNCTION OF THE
 TK0237'WARRICK-BIG SANDY ROAD AT WARRICK, CHOUTEAU COUNTY, 0.1 MILE NORTH OF
 TK0237'A FENCE CROSSING AT A FARMHOUSE, AND 36 FEET WEST OF THE CENTERLINE OF
 TK0237'THE ROAD.  A STANDARD DISK, STAMPED K 279 1935 AND SET IN THE TOP OF A
 TK0237'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0280 ***********************************************************************
 RT0280  DESIGNATION -  K 28
 RT0280  PID         -  RT0280
 RT0280  STATE/COUNTY-  MT/CUSTER
 RT0280  USGS QUAD   -  LIGNITE CREEK (1980)
 RT0280
 RT0280                         *CURRENT SURVEY CONTROL
 RT0280  ___________________________________________________________________
 RT0280* NAD 83(1986)-  46 21 04.     (N)    105 56 08.     (W)     SCALED    
 RT0280* NAVD 88     -       725.091  (meters)    2378.90   (feet)  ADJUSTED  
 RT0280  ___________________________________________________________________
 RT0280  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RT0280  DYNAMIC HT  -         725.032 (meters)    2378.71  (feet)  COMP
 RT0280  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 RT0280
 RT0280  VERT ORDER  -  FIRST     CLASS II
 RT0280
 RT0280.The horizontal coordinates were scaled from a topographic map and have
 RT0280.an estimated accuracy of +/- 6 seconds.
 RT0280
 RT0280.The orthometric height was determined by differential leveling
 RT0280.and adjusted by the National Geodetic Survey in June 1991..
 RT0280
 RT0280.The geoid height was determined by GEOID03.
 RT0280
 RT0280.The dynamic height is computed by dividing the NAVD 88
 RT0280.geopotential number by the normal gravity value computed on the
 RT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0280.degrees latitude (g = 980.6199 gals.).
 RT0280
 RT0280.The modeled gravity was interpolated from observed gravity values.
 RT0280
 RT0280;                    North         East    Units  Estimated Accuracy
 RT0280;SPC MT       -   239,730.      874,120.      MT  (+/- 180 meters Scaled)
 RT0280
 RT0280                          SUPERSEDED SURVEY CONTROL
 RT0280
 RT0280  NGVD 29 (??/??/92)  724.494  (m)         2376.94   (f) ADJ UNCH    1 2
 RT0280
 RT0280.Superseded values are not recommended for survey control.
 RT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0280.See file dsdata.txt to determine how the superseded data were derived.
 RT0280
 RT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM280334(NAD 83)
 RT0280_MARKER: DB = BENCH MARK DISK
 RT0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0280_STAMPING: K 28 1915 2377.085
 RT0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0280+STABILITY: SURFACE MOTION
 RT0280
 RT0280  HISTORY     - Date     Condition        Report By
 RT0280  HISTORY     - 1915     MONUMENTED       CGS
 RT0280  HISTORY     - 1960     GOOD             NGS
 RT0280
 RT0280                          STATION DESCRIPTION
 RT0280
 RT0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0280'5.6 MI SW FROM MILES CITY.
 RT0280'ABOUT 5.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0280'STATION AT MILES CITY, 4 1/2 POLES OR 0.15 MILE SOUTHWEST OF MILEPOST
 RT0280'84, 0.2 MILE NORTHEAST OF A ROAD CROSSING, IN SECTION 23, T 7 N, R 46
 RT0280'E, 59 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 19 FEET SOUTHWEST OF A
 RT0280'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 14 FEET
 RT0280'NORTHWEST OF A FENCE 0.5 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 RT0280'6 FEET BELOW THE RAILS, AND IN THE TOP OF A CONCRETE POST PROJECTING
 RT0280'14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0273 ***********************************************************************
 TH0273  DESIGNATION -  K 286
 TH0273  PID         -  TH0273
 TH0273  STATE/COUNTY-  MT/ROOSEVELT
 TH0273  USGS QUAD   -  BEARS NEST (1983)
 TH0273
 TH0273                         *CURRENT SURVEY CONTROL
 TH0273  ___________________________________________________________________
 TH0273* NAD 83(1986)-  48 28 41.     (N)    105 29 37.     (W)     SCALED    
 TH0273* NAVD 88     -       853.725  (meters)    2800.93   (feet)  ADJUSTED  
 TH0273  ___________________________________________________________________
 TH0273  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TH0273  DYNAMIC HT  -         853.832 (meters)    2801.28  (feet)  COMP
 TH0273  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 TH0273
 TH0273  VERT ORDER  -  SECOND    CLASS 0
 TH0273
 TH0273.The horizontal coordinates were scaled from a topographic map and have
 TH0273.an estimated accuracy of +/- 6 seconds.
 TH0273
 TH0273.The orthometric height was determined by differential leveling
 TH0273.and adjusted by the National Geodetic Survey in June 1991..
 TH0273
 TH0273.The geoid height was determined by GEOID03.
 TH0273
 TH0273.The dynamic height is computed by dividing the NAVD 88
 TH0273.geopotential number by the normal gravity value computed on the
 TH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0273.degrees latitude (g = 980.6199 gals.).
 TH0273
 TH0273.The modeled gravity was interpolated from observed gravity values.
 TH0273
 TH0273;                    North         East    Units  Estimated Accuracy
 TH0273;SPC MT       -   477,410.      895,990.      MT  (+/- 180 meters Scaled)
 TH0273
 TH0273                          SUPERSEDED SURVEY CONTROL
 TH0273
 TH0273  NGVD 29 (??/??/92)  853.118  (m)         2798.94   (f) ADJ UNCH    2 0
 TH0273
 TH0273.Superseded values are not recommended for survey control.
 TH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0273.See file dsdata.txt to determine how the superseded data were derived.
 TH0273
 TH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP635695(NAD 83)
 TH0273_MARKER: DB = BENCH MARK DISK
 TH0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0273_STAMPING: K 286 1935
 TH0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0273+STABILITY: SURFACE MOTION
 TH0273
 TH0273  HISTORY     - Date     Condition        Report By
 TH0273  HISTORY     - 1935     MONUMENTED       CGS
 TH0273  HISTORY     - 1948     GOOD             NGS
 TH0273
 TH0273                          STATION DESCRIPTION
 TH0273
 TH0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TH0273'24.7 MI SW FROM SCOBEY.
 TH0273'21.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE GREAT NORTHERN
 TH0273'RAILWAY STATION AT SCOBEY, THENCE 3.0 MILES WEST ALONG THE TOWNSHIP
 TH0273'LINE, AT THE SOUTHWEST CORNER OF SECTION 33, T. 32 N., R. 48 E., 44.5
 TH0273'FEET NORTHEAST OF A U. S. GENERAL LAND OFFICE SECTION CORNER MARKER,
 TH0273'3.2 FEET SOUTHEAST OF A T FENCE CORNER, 1.2 FEET WEST OF A REFERENCE
 TH0273'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 TH0273'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0120 ***********************************************************************
 RT0120  DESIGNATION -  K 29
 RT0120  PID         -  RT0120
 RT0120  STATE/COUNTY-  MT/DAWSON
 RT0120  USGS QUAD   -  MARSH (1983)
 RT0120
 RT0120                         *CURRENT SURVEY CONTROL
 RT0120  ___________________________________________________________________
 RT0120* NAD 83(1986)-  46 53 31.     (N)    104 55 50.     (W)     SCALED    
 RT0120* NAVD 88     -       653.914  (meters)    2145.38   (feet)  ADJUSTED  
 RT0120  ___________________________________________________________________
 RT0120  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 RT0120  DYNAMIC HT  -         653.899 (meters)    2145.33  (feet)  COMP
 RT0120  MODELED GRAV-     980,570.4   (mgal)                       NAVD 88
 RT0120
 RT0120  VERT ORDER  -  FIRST     CLASS II
 RT0120
 RT0120.The horizontal coordinates were scaled from a topographic map and have
 RT0120.an estimated accuracy of +/- 6 seconds.
 RT0120
 RT0120.The orthometric height was determined by differential leveling
 RT0120.and adjusted by the National Geodetic Survey in June 1991..
 RT0120
 RT0120.The geoid height was determined by GEOID03.
 RT0120
 RT0120.The dynamic height is computed by dividing the NAVD 88
 RT0120.geopotential number by the normal gravity value computed on the
 RT0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0120.degrees latitude (g = 980.6199 gals.).
 RT0120
 RT0120.The modeled gravity was interpolated from observed gravity values.
 RT0120
 RT0120;                    North         East    Units  Estimated Accuracy
 RT0120;SPC MT       -   303,720.      947,830.      MT  (+/- 180 meters Scaled)
 RT0120
 RT0120                          SUPERSEDED SURVEY CONTROL
 RT0120
 RT0120  NGVD 29 (??/??/92)  653.358  (m)         2143.56   (f) ADJ UNCH    1 2
 RT0120
 RT0120.Superseded values are not recommended for survey control.
 RT0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0120.See file dsdata.txt to determine how the superseded data were derived.
 RT0120
 RT0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM052931(NAD 83)
 RT0120_MARKER: DB = BENCH MARK DISK
 RT0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0120_STAMPING: 2143.444
 RT0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0120+STABILITY: SURFACE MOTION
 RT0120
 RT0120  HISTORY     - Date     Condition        Report By
 RT0120  HISTORY     - UNK      MONUMENTED       CGS
 RT0120  HISTORY     - 1960     GOOD             NGS
 RT0120  HISTORY     - 1981     MARK NOT FOUND   NGS
 RT0120
 RT0120                          STATION DESCRIPTION
 RT0120
 RT0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0120'10.2 MI NE FROM FALLON.
 RT0120'ABOUT 10.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0120'STATION AT FALLON, AT THE MARSH SIDING, 3 POLES NORTHEAST OF A
 RT0120'TELEPHONE BOOTH, IN SECTION 7, R 54 E, T 13 N, 81 1/2 FEET SOUTHEAST
 RT0120'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 107 FEET NORTHWEST OF THE
 RT0120'CENTER LINE OF A ROAD PARALLELING THE TRACK, 14 FEET SOUTHEAST OF A
 RT0120'TELEPHONE POLE, 0.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3
 RT0120'FEET BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 12
 RT0120'INCHES.
 RT0120
 RT0120                          STATION RECOVERY (1981)
 RT0120
 RT0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0120'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0179 ***********************************************************************
 SQ0179  DESIGNATION -  K 292
 SQ0179  PID         -  SQ0179
 SQ0179  STATE/COUNTY-  MT/VALLEY
 SQ0179  USGS QUAD   -  BOMBER COULEE (1985)
 SQ0179
 SQ0179                         *CURRENT SURVEY CONTROL
 SQ0179  ___________________________________________________________________
 SQ0179* NAD 83(1986)-  47 59 05.     (N)    106 45 11.     (W)     SCALED    
 SQ0179* NAVD 88     -       667.728  (meters)    2190.70   (feet)  ADJUSTED  
 SQ0179  ___________________________________________________________________
 SQ0179  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 SQ0179  DYNAMIC HT  -         667.791 (meters)    2190.91  (feet)  COMP
 SQ0179  MODELED GRAV-     980,683.9   (mgal)                       NAVD 88
 SQ0179
 SQ0179  VERT ORDER  -  SECOND    CLASS 0
 SQ0179
 SQ0179.The horizontal coordinates were scaled from a topographic map and have
 SQ0179.an estimated accuracy of +/- 6 seconds.
 SQ0179
 SQ0179.The orthometric height was determined by differential leveling
 SQ0179.and adjusted by the National Geodetic Survey in June 1991..
 SQ0179
 SQ0179.The geoid height was determined by GEOID03.
 SQ0179
 SQ0179.The dynamic height is computed by dividing the NAVD 88
 SQ0179.geopotential number by the normal gravity value computed on the
 SQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0179.degrees latitude (g = 980.6199 gals.).
 SQ0179
 SQ0179.The modeled gravity was interpolated from observed gravity values.
 SQ0179
 SQ0179;                    North         East    Units  Estimated Accuracy
 SQ0179;SPC MT       -   418,590.      804,920.      MT  (+/- 180 meters Scaled)
 SQ0179
 SQ0179                          SUPERSEDED SURVEY CONTROL
 SQ0179
 SQ0179  NGVD 29 (??/??/92)  667.100  (m)         2188.64   (f) ADJ UNCH    2 0
 SQ0179
 SQ0179.Superseded values are not recommended for survey control.
 SQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0179.See file dsdata.txt to determine how the superseded data were derived.
 SQ0179
 SQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP691160(NAD 83)
 SQ0179_MARKER: DB = BENCH MARK DISK
 SQ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0179_STAMPING: K 292 1935
 SQ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0179+STABILITY: SURFACE MOTION
 SQ0179
 SQ0179  HISTORY     - Date     Condition        Report By
 SQ0179  HISTORY     - 1935     MONUMENTED       CGS
 SQ0179  HISTORY     - 1948     GOOD             NGS
 SQ0179  HISTORY     - 1957     GOOD             USGS
 SQ0179
 SQ0179                          STATION DESCRIPTION
 SQ0179
 SQ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SQ0179'33.1 MI SE FROM GLASGOW.
 SQ0179'TO REACH FROM THE GREAT NORTHERN RAILWAY STATION AT GLASGOW, GO 9.3
 SQ0179'MILES SOUTH ALONG STATE HIGHWAY 24 TO THE Y-JUNCTION OF A DIRT ROAD
 SQ0179'LEADING SOUTH, TAKE THE RIGHT FORK AND PROCEED SOUTH FOR 17.2 MILES TO
 SQ0179'THE PINES TO A DIM T-ROAD LEADING NORTHWEST, FOLLOW THE DIM ROAD 1.4
 SQ0179'MILES NORTHWEST TO A DIM T-ROAD LEADING NORTHEAST, TAKE THE DIM ROAD
 SQ0179'(THE OLD WILLOW CREEK ROAD) NORTHEAST FOR 5.2 MILES.  THE MARK IS 625
 SQ0179'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AT A DRAIN CUT, AND 35
 SQ0179'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 SQ0179
 SQ0179                          STATION RECOVERY (1957)
 SQ0179
 SQ0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SQ0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0320 ***********************************************************************
 RV0320  DESIGNATION -  K 293
 RV0320  PID         -  RV0320
 RV0320  STATE/COUNTY-  MT/WHEATLAND
 RV0320  USGS QUAD   -  ETHELS COULEE (1986)
 RV0320
 RV0320                         *CURRENT SURVEY CONTROL
 RV0320  ___________________________________________________________________
 RV0320* NAD 83(1986)-  46 23 39.     (N)    109 39 12.     (W)     SCALED    
 RV0320* NAVD 88     -      1217.467  (meters)    3994.31   (feet)  ADJUSTED  
 RV0320  ___________________________________________________________________
 RV0320  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 RV0320  DYNAMIC HT  -        1217.227 (meters)    3993.52  (feet)  COMP
 RV0320  MODELED GRAV-     980,375.2   (mgal)                       NAVD 88
 RV0320
 RV0320  VERT ORDER  -  FIRST     CLASS II
 RV0320
 RV0320.The horizontal coordinates were scaled from a topographic map and have
 RV0320.an estimated accuracy of +/- 6 seconds.
 RV0320
 RV0320.The orthometric height was determined by differential leveling
 RV0320.and adjusted by the National Geodetic Survey in June 1991..
 RV0320
 RV0320.The geoid height was determined by GEOID03.
 RV0320
 RV0320.The dynamic height is computed by dividing the NAVD 88
 RV0320.geopotential number by the normal gravity value computed on the
 RV0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0320.degrees latitude (g = 980.6199 gals.).
 RV0320
 RV0320.The modeled gravity was interpolated from observed gravity values.
 RV0320
 RV0320;                    North         East    Units  Estimated Accuracy
 RV0320;SPC MT       -   238,280.      588,210.      MT  (+/- 180 meters Scaled)
 RV0320
 RV0320                          SUPERSEDED SURVEY CONTROL
 RV0320
 RV0320  NGVD 29 (??/??/92) 1216.582  (m)         3991.40   (f) ADJ UNCH    1 2
 RV0320
 RV0320.Superseded values are not recommended for survey control.
 RV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0320.See file dsdata.txt to determine how the superseded data were derived.
 RV0320
 RV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS035387(NAD 83)
 RV0320_MARKER: DB = BENCH MARK DISK
 RV0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0320_STAMPING: K 293 1961
 RV0320_MARK LOGO: CGS   
 RV0320_PROJECTION: PROJECTING 10 CENTIMETERS
 RV0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0320+STABILITY: SURFACE MOTION
 RV0320
 RV0320  HISTORY     - Date     Condition        Report By
 RV0320  HISTORY     - 1961     MONUMENTED       CGS
 RV0320  HISTORY     - 1980     GOOD             NGS
 RV0320
 RV0320                          STATION DESCRIPTION
 RV0320
 RV0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0320'6.85 MI NW FROM SHAWMUT.
 RV0320'6.85 MILES NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF A ROAD
 RV0320'LEADING TO HEDGESVILLE AT SHAWMUT, AT THE CROSSING OF A POWER LINE, 94
 RV0320'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 103 FEET NORTHWEST OF
 RV0320'THE NORTHWEST CORNER OF A HIGHWAY BRIDGE, 3.1 FEET WEST OF A POWER
 RV0320'LINE POLE, 1.8 FEET NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST,
 RV0320'ABOUT 12 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RV0320'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RV0320
 RV0320                          STATION RECOVERY (1980)
 RV0320
 RV0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0320'0.2 KM (0.1 MI) SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 RV0320'SHAWMUT, THENCE 11.6 KM (7.2 MI) NORTHWEST ALONG U.S. HIGHWAY 12, AT
 RV0320'A POWERLINE CROSSING, 31.7 METERS (104.0 FT) NORTHWEST OF THE
 RV0320'NORTHWEST CORNER OF A BRIDGE, 28.7 METERS (94.0 FT) NORTH OF THE
 RV0320'CENTERLINE OF THE HIGHWAY, 0.9 METER (3.1 FT) WEST OF A UTILITY POLE
 RV0320'AND 0.5 METER (1.5 FT) NORTH OF A FENCE.
 RV0320'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 RV0320'THE MARK IS 4.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0147 ***********************************************************************
 RV0147  DESIGNATION -  K 294
 RV0147  PID         -  RV0147
 RV0147  STATE/COUNTY-  MT/WHEATLAND
 RV0147  USGS QUAD   -  HALBERT CREEK NORTH (1986)
 RV0147
 RV0147                         *CURRENT SURVEY CONTROL
 RV0147  ___________________________________________________________________
 RV0147* NAD 83(1986)-  46 33 39.     (N)    109 29 17.     (W)     SCALED    
 RV0147* NAVD 88     -      1380.654  (meters)    4529.70   (feet)  ADJUSTED  
 RV0147  ___________________________________________________________________
 RV0147  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 RV0147  DYNAMIC HT  -        1380.372 (meters)    4528.77  (feet)  COMP
 RV0147  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 RV0147
 RV0147  VERT ORDER  -  SECOND    CLASS 0
 RV0147
 RV0147.The horizontal coordinates were scaled from a topographic map and have
 RV0147.an estimated accuracy of +/- 6 seconds.
 RV0147
 RV0147.The orthometric height was determined by differential leveling
 RV0147.and adjusted by the National Geodetic Survey in June 1991..
 RV0147
 RV0147.The geoid height was determined by GEOID03.
 RV0147
 RV0147.The dynamic height is computed by dividing the NAVD 88
 RV0147.geopotential number by the normal gravity value computed on the
 RV0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0147.degrees latitude (g = 980.6199 gals.).
 RV0147
 RV0147.The modeled gravity was interpolated from observed gravity values.
 RV0147
 RV0147;                    North         East    Units  Estimated Accuracy
 RV0147;SPC MT       -   256,790.      600,920.      MT  (+/- 180 meters Scaled)
 RV0147
 RV0147                          SUPERSEDED SURVEY CONTROL
 RV0147
 RV0147  NGVD 29 (??/??/92) 1379.715  (m)         4526.61   (f) ADJ UNCH    2 0
 RV0147
 RV0147.Superseded values are not recommended for survey control.
 RV0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0147.See file dsdata.txt to determine how the superseded data were derived.
 RV0147
 RV0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS158574(NAD 83)
 RV0147_MARKER: DB = BENCH MARK DISK
 RV0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0147_STAMPING: K 294 1961
 RV0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0147+STABILITY: SURFACE MOTION
 RV0147
 RV0147  HISTORY     - Date     Condition        Report By
 RV0147  HISTORY     - 1961     MONUMENTED       CGS
 RV0147
 RV0147                          STATION DESCRIPTION
 RV0147
 RV0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0147'8.5 MI N FROM HEDGESVILLE.
 RV0147'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0147'NORTHERN RAILWAY AT HEDGESVELLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0147'ROAD, THENCE 7.2 MILES NORTH ALONG A GRAVEL ROAD, 0.1 MILE SOUTH OF A
 RV0147'ROAD LEADING WEST, AT A CURVE WITH TANGENTS NORTHEAST AND SOUTH, AND
 RV0147'JUNCTION OF A TRACK ROAD LEADING NORTH, AT A FENCE CORNER, 38 FEET
 RV0147'WEST OF THE CENTER LINE OF THE ROAD, 65 FEET WEST-SOUTHWEST OF AND
 RV0147'ACROSS THE ROAD FROM THE CENTER OF A GATE, 2.2 FEET EAST OF A FENCE,
 RV0147'2.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RV0147'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0408 ***********************************************************************
 RV0408  DESIGNATION -  K 295
 RV0408  PID         -  RV0408
 RV0408  STATE/COUNTY-  MT/WHEATLAND
 RV0408  USGS QUAD   -  OKA (1986)
 RV0408
 RV0408                         *CURRENT SURVEY CONTROL
 RV0408  ___________________________________________________________________
 RV0408* NAD 83(1986)-  46 36 30.     (N)    109 50 32.     (W)     SCALED    
 RV0408* NAVD 88     -      1459.545  (meters)    4788.52   (feet)  ADJUSTED  
 RV0408  ___________________________________________________________________
 RV0408  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 RV0408  DYNAMIC HT  -        1459.215 (meters)    4787.44  (feet)  COMP
 RV0408  MODELED GRAV-     980,336.3   (mgal)                       NAVD 88
 RV0408
 RV0408  VERT ORDER  -  SECOND    CLASS 0
 RV0408
 RV0408.The horizontal coordinates were scaled from a topographic map and have
 RV0408.an estimated accuracy of +/- 6 seconds.
 RV0408
 RV0408.The orthometric height was determined by differential leveling
 RV0408.and adjusted by the National Geodetic Survey in June 1991..
 RV0408
 RV0408.The geoid height was determined by GEOID03.
 RV0408
 RV0408.The dynamic height is computed by dividing the NAVD 88
 RV0408.geopotential number by the normal gravity value computed on the
 RV0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0408.degrees latitude (g = 980.6199 gals.).
 RV0408
 RV0408.The modeled gravity was interpolated from observed gravity values.
 RV0408
 RV0408;                    North         East    Units  Estimated Accuracy
 RV0408;SPC MT       -   262,120.      573,800.      MT  (+/- 180 meters Scaled)
 RV0408
 RV0408                          SUPERSEDED SURVEY CONTROL
 RV0408
 RV0408  NGVD 29 (??/??/92) 1458.551  (m)         4785.26   (f) ADJ UNCH    2 0
 RV0408
 RV0408.Superseded values are not recommended for survey control.
 RV0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0408.See file dsdata.txt to determine how the superseded data were derived.
 RV0408
 RV0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS886622(NAD 83)
 RV0408_MARKER: DB = BENCH MARK DISK
 RV0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0408_STAMPING: K 295 1961
 RV0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0408+STABILITY: SURFACE MOTION
 RV0408
 RV0408  HISTORY     - Date     Condition        Report By
 RV0408  HISTORY     - 1961     MONUMENTED       CGS
 RV0408
 RV0408                          STATION DESCRIPTION
 RV0408
 RV0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0408'8.3 MI SW FROM JUDITH GAP.
 RV0408'ABOUT 8.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0408'PACIFIC RAILROAD FROM THE STATION SIGN AT JUDITH GAP, 8 FEET SOUTHEAST
 RV0408'OF MILE POLE 13, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 61 1/2 FEET
 RV0408'NORTHWEST OF THE FENCE, 2 FEET NORTHWEST OF A WITNESS POST, ABOUT 10
 RV0408'FEET HIGHER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 RV0408'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0571 ***********************************************************************
 RV0571  DESIGNATION -  K 296
 RV0571  PID         -  RV0571
 RV0571  STATE/COUNTY-  MT/WHEATLAND
 RV0571  USGS QUAD   -  MEAD CREEK (1995)
 RV0571
 RV0571                         *CURRENT SURVEY CONTROL
 RV0571  ___________________________________________________________________
 RV0571* NAD 83(1986)-  46 40 44.     (N)    109 57 21.     (W)     SCALED    
 RV0571* NAVD 88     -      1613.869  (meters)    5294.84   (feet)  ADJUSTED  
 RV0571  ___________________________________________________________________
 RV0571  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 RV0571  DYNAMIC HT  -        1613.466 (meters)    5293.51  (feet)  COMP
 RV0571  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 RV0571
 RV0571  VERT ORDER  -  SECOND    CLASS 0
 RV0571
 RV0571.The horizontal coordinates were scaled from a topographic map and have
 RV0571.an estimated accuracy of +/- 6 seconds.
 RV0571
 RV0571.The orthometric height was determined by differential leveling
 RV0571.and adjusted by the National Geodetic Survey in June 1991..
 RV0571
 RV0571.The geoid height was determined by GEOID03.
 RV0571
 RV0571.The dynamic height is computed by dividing the NAVD 88
 RV0571.geopotential number by the normal gravity value computed on the
 RV0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0571.degrees latitude (g = 980.6199 gals.).
 RV0571
 RV0571.The modeled gravity was interpolated from observed gravity values.
 RV0571
 RV0571;                    North         East    Units  Estimated Accuracy
 RV0571;SPC MT       -   270,000.      565,150.      MT  (+/- 180 meters Scaled)
 RV0571
 RV0571                          SUPERSEDED SURVEY CONTROL
 RV0571
 RV0571  NGVD 29 (??/??/92) 1612.826  (m)         5291.41   (f) ADJ UNCH    2 0
 RV0571
 RV0571.Superseded values are not recommended for survey control.
 RV0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0571.See file dsdata.txt to determine how the superseded data were derived.
 RV0571
 RV0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS798700(NAD 83)
 RV0571_MARKER: DB = BENCH MARK DISK
 RV0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0571_STAMPING: K 296 1961
 RV0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0571+STABILITY: SURFACE MOTION
 RV0571
 RV0571  HISTORY     - Date     Condition        Report By
 RV0571  HISTORY     - 1961     MONUMENTED       CGS
 RV0571
 RV0571                          STATION DESCRIPTION
 RV0571
 RV0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0571'11.2 MI W FROM JUDITH GAP.
 RV0571'ABOUT 6.2 MILES WEST ALONG A GRAVEL ROAD FROM THE GREAT NORTHERN
 RV0571'RAILWAY STATION AT JUDITH GAP, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 RV0571'ROAD, THENCE 4.0 MILES WEST ALONG A TRACK ROAD, 49 FEET NORTH OF THE
 RV0571'CENTER LINE OF THE ROAD, 107 FEET WEST-NORTHWEST OF THE NORTHWEST
 RV0571'CORNER OF A WOODEN CULVERT, 4 FEET SOUTHWEST OF A FENCE CORNER, 3 FEET
 RV0571'SOUTH OF A FENCE, 3 FEET WEST OF A FENCE, 2 FEET EAST OF A WITNESS
 RV0571'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 RV0571'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0601 ***********************************************************************
 RV0601  DESIGNATION -  K 297
 RV0601  PID         -  RV0601
 RV0601  STATE/COUNTY-  MT/FERGUS
 RV0601  USGS QUAD   -  BUFFALO (1970)
 RV0601
 RV0601                         *CURRENT SURVEY CONTROL
 RV0601  ___________________________________________________________________
 RV0601* NAD 83(1986)-  46 50 18.     (N)    109 45 51.     (W)     SCALED    
 RV0601* NAVD 88     -      1305.948  (meters)    4284.60   (feet)  ADJUSTED  
 RV0601  ___________________________________________________________________
 RV0601  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 RV0601  DYNAMIC HT  -        1305.719 (meters)    4283.85  (feet)  COMP
 RV0601  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 RV0601
 RV0601  VERT ORDER  -  FIRST     CLASS II
 RV0601
 RV0601.The horizontal coordinates were scaled from a topographic map and have
 RV0601.an estimated accuracy of +/- 6 seconds.
 RV0601
 RV0601.The orthometric height was determined by differential leveling
 RV0601.and adjusted by the National Geodetic Survey in June 1991..
 RV0601
 RV0601.The geoid height was determined by GEOID03.
 RV0601
 RV0601.The dynamic height is computed by dividing the NAVD 88
 RV0601.geopotential number by the normal gravity value computed on the
 RV0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0601.degrees latitude (g = 980.6199 gals.).
 RV0601
 RV0601.The modeled gravity was interpolated from observed gravity values.
 RV0601
 RV0601;                    North         East    Units  Estimated Accuracy
 RV0601;SPC MT       -   287,650.      579,860.      MT  (+/- 180 meters Scaled)
 RV0601
 RV0601                          SUPERSEDED SURVEY CONTROL
 RV0601
 RV0601  NGVD 29 (??/??/92) 1305.023  (m)         4281.56   (f) ADJ UNCH    1 2
 RV0601
 RV0601.Superseded values are not recommended for survey control.
 RV0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0601.See file dsdata.txt to determine how the superseded data were derived.
 RV0601
 RV0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS942879(NAD 83)
 RV0601_MARKER: DB = BENCH MARK DISK
 RV0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0601_STAMPING: K 297 1961
 RV0601_MARK LOGO: CGS   
 RV0601_PROJECTION: PROJECTING 14 CENTIMETERS
 RV0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0601+STABILITY: SURFACE MOTION
 RV0601
 RV0601  HISTORY     - Date     Condition        Report By
 RV0601  HISTORY     - 1961     MONUMENTED       CGS
 RV0601  HISTORY     - 1980     GOOD             NGS
 RV0601
 RV0601                          STATION DESCRIPTION
 RV0601
 RV0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0601'6.2 MI N FROM GARNEILL.
 RV0601'6.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT GARNEILL, 64
 RV0601'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF A T
 RV0601'JUNCTION FENCE CORNER, 17 FEET SOUTH OF THE CENTER OF A GATE, 3 1/2
 RV0601'FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET
 RV0601'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RV0601'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 RV0601
 RV0601                          STATION RECOVERY (1980)
 RV0601
 RV0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0601'16.4 KM (10.2 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF
 RV0601'U.S. HIGHWAYS 87 AND 191 IN EDDIES CORNER, 19.5 METERS (64.0 FT) EAST
 RV0601'OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0 FT) SOUTH OF A
 RV0601'T-FENCE CORNER, 5.2 METERS (17.0 FT) SOUTH OF THE CENTER OF A GATE,
 RV0601'AND 1.1 METERS (3.5 FT) WEST OF A FENCE.
 RV0601'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RV0601'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0217 ***********************************************************************
 PY0217  DESIGNATION -  K 298
 PY0217  PID         -  PY0217
 PY0217  STATE/COUNTY-  MT/GALLATIN
 PY0217  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0217
 PY0217                         *CURRENT SURVEY CONTROL
 PY0217  ___________________________________________________________________
 PY0217* NAD 83(1986)-  44 41 32.     (N)    111 06 44.     (W)     SCALED    
 PY0217* NAVD 88     -      2025.783  (meters)    6646.26   (feet)  ADJUSTED  
 PY0217  ___________________________________________________________________
 PY0217  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY0217  DYNAMIC HT  -        2024.649 (meters)    6642.54  (feet)  COMP
 PY0217  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 PY0217
 PY0217  VERT ORDER  -  FIRST     CLASS II
 PY0217
 PY0217.This mark is at Yellowstone Airport (WYS)
 PY0217
 PY0217.The horizontal coordinates were scaled from a topographic map and have
 PY0217.an estimated accuracy of +/- 6 seconds.
 PY0217
 PY0217.The orthometric height was determined by differential leveling
 PY0217.and adjusted by the National Geodetic Survey in June 1991..
 PY0217
 PY0217.The geoid height was determined by GEOID03.
 PY0217
 PY0217.The dynamic height is computed by dividing the NAVD 88
 PY0217.geopotential number by the normal gravity value computed on the
 PY0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0217.degrees latitude (g = 980.6199 gals.).
 PY0217
 PY0217.The modeled gravity was interpolated from observed gravity values.
 PY0217
 PY0217;                    North         East    Units  Estimated Accuracy
 PY0217;SPC MT       -    50,470.      472,190.      MT  (+/- 180 meters Scaled)
 PY0217
 PY0217                          SUPERSEDED SURVEY CONTROL
 PY0217
 PY0217  NGVD 29 (08/20/92) 2024.542  (m)         6642.18   (f) ADJUSTED    1 2
 PY0217
 PY0217.Superseded values are not recommended for survey control.
 PY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0217.See file dsdata.txt to determine how the superseded data were derived.
 PY0217
 PY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ911487(NAD 83)
 PY0217_MARKER: DB = BENCH MARK DISK
 PY0217_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PY0217_SP_SET: FOUNDATION
 PY0217_STAMPING: K 298 1964
 PY0217_MARK LOGO: CGS   
 PY0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0217+STABILITY: SURFACE MOTION
 PY0217
 PY0217  HISTORY     - Date     Condition        Report By
 PY0217  HISTORY     - 1964     MONUMENTED       CGS
 PY0217  HISTORY     - 1987     GOOD             NGS
 PY0217
 PY0217                          STATION DESCRIPTION
 PY0217
 PY0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PY0217'2.75 MI NW FROM WEST YELLOWSTONE.
 PY0217'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0217'RAILROAD STATION AT WEST YELLOWSTONE, 0.75 MILE WEST ALONG AN ACCESS
 PY0217'ROAD TO THE WEST YELLOWSTONE AIRPORT, IN S 22, T 13 S, R 5 E, SET IN
 PY0217'THE TOP OF THE WEST CONCRETE WALL OF THE AIR VENT ON THE NORTH END OF
 PY0217'THE ADMINISTRATION BUILDING, 14 FEET EAST OF THE NORTHWEST CORNER OF
 PY0217'THE BUILDING 6 INCHES NORTH OF THE NORTH WALL OF THE BUILDING, AND
 PY0217'ABOUT LEVEL WITH THE GROUND.
 PY0217
 PY0217                          STATION RECOVERY (1987)
 PY0217
 PY0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0217'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.8 KM (1.75
 PY0217'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 PY0217'HIGHWAY 20 IN WEST YELLOWSTONE, THENCE 1.1 KM (0.70 MI) WESTERLY
 PY0217'ALONG A PAVED ROAD LEADING WEST TO THE YELLOWSTONE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0054 ***********************************************************************
 PZ0054  DESIGNATION -  K 299
 PZ0054  PID         -  PZ0054
 PZ0054  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0054  USGS QUAD   -  BIG TABLE MOUNTAIN (1968)
 PZ0054
 PZ0054                         *CURRENT SURVEY CONTROL
 PZ0054  ___________________________________________________________________
 PZ0054* NAD 83(1986)-  44 35 13.     (N)    112 01 48.     (W)     SCALED    
 PZ0054* NAVD 88     -      2050.130  (meters)    6726.13   (feet)  ADJUSTED  
 PZ0054  ___________________________________________________________________
 PZ0054  GEOID HEIGHT-          -9.52  (meters)                     GEOID03
 PZ0054  DYNAMIC HT  -        2048.979 (meters)    6722.36  (feet)  COMP
 PZ0054  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 PZ0054
 PZ0054  VERT ORDER  -  FIRST     CLASS II
 PZ0054
 PZ0054.The horizontal coordinates were scaled from a topographic map and have
 PZ0054.an estimated accuracy of +/- 6 seconds.
 PZ0054
 PZ0054.The orthometric height was determined by differential leveling
 PZ0054.and adjusted by the National Geodetic Survey in June 1991..
 PZ0054
 PZ0054.The geoid height was determined by GEOID03.
 PZ0054
 PZ0054.The dynamic height is computed by dividing the NAVD 88
 PZ0054.geopotential number by the normal gravity value computed on the
 PZ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0054.degrees latitude (g = 980.6199 gals.).
 PZ0054
 PZ0054.The modeled gravity was interpolated from observed gravity values.
 PZ0054
 PZ0054;                    North         East    Units  Estimated Accuracy
 PZ0054;SPC MT       -    40,700.      399,070.      MT  (+/- 180 meters Scaled)
 PZ0054
 PZ0054                          SUPERSEDED SURVEY CONTROL
 PZ0054
 PZ0054  NGVD 29 (??/??/92) 2048.786  (m)         6721.73   (f) ADJ UNCH    1 2
 PZ0054
 PZ0054.Superseded values are not recommended for survey control.
 PZ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0054.See file dsdata.txt to determine how the superseded data were derived.
 PZ0054
 PZ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ182375(NAD 83)
 PZ0054_MARKER: DB = BENCH MARK DISK
 PZ0054_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0054_SP_SET: 7.5 FT.
 PZ0054_STAMPING: K 299 1964
 PZ0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0054
 PZ0054  HISTORY     - Date     Condition        Report By
 PZ0054  HISTORY     - 1964     MONUMENTED       CGS
 PZ0054
 PZ0054                          STATION DESCRIPTION
 PZ0054
 PZ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PZ0054'12.1 MI NW FROM LAKEVIEW.
 PZ0054'12.1 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE REFUGE
 PZ0054'HEADQUARTERS AT LAKEVIEW, 39 FEET NORTHWEST OF THE CENTER OF THE
 PZ0054'JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 35 FEET NORTH OF THE CENTER
 PZ0054'LINE OF THE ROAD, 106 FEET EAST OF THE SOUTHWEST CORNER OF A LARGE
 PZ0054'CORRAL, 70 FEET NORTHEAST OF THE NORTH END OF A 36-INCH PIPE CULVERT,
 PZ0054'9 FEET WEST OF THE WEST GATE POST FOR A WOODEN GATE, 1 1/2 FEET SOUTH
 PZ0054'OF THE FENCE LINE ALONG THE CORRAL, WEST OF A METAL WITNESS POST,
 PZ0054'ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 PZ0054'COATED ROD THAT IS DRIVEN TO A DEPTH OF 7 1/2 FEET AND IS ENCASED IN A
 PZ0054'4-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0021 ***********************************************************************
 QY0021  DESIGNATION -  K 3
 QY0021  PID         -  QY0021
 QY0021  STATE/COUNTY-  MT/JEFFERSON
 QY0021  USGS QUAD   -  HOMESTAKE (1996)
 QY0021
 QY0021                         *CURRENT SURVEY CONTROL
 QY0021  ___________________________________________________________________
 QY0021* NAD 83(1986)-  45 55 02.     (N)    112 22 56.     (W)     SCALED    
 QY0021* NAVD 88     -      1876.078  (meters)    6155.10   (feet)  ADJUSTED  
 QY0021  ___________________________________________________________________
 QY0021  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 QY0021  DYNAMIC HT  -        1875.304 (meters)    6152.56  (feet)  COMP
 QY0021  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 QY0021
 QY0021  VERT ORDER  -  FIRST     CLASS II
 QY0021
 QY0021.The horizontal coordinates were scaled from a topographic map and have
 QY0021.an estimated accuracy of +/- 6 seconds.
 QY0021
 QY0021.The orthometric height was determined by differential leveling
 QY0021.and adjusted by the National Geodetic Survey in June 1991..
 QY0021
 QY0021.The geoid height was determined by GEOID03.
 QY0021
 QY0021.The dynamic height is computed by dividing the NAVD 88
 QY0021.geopotential number by the normal gravity value computed on the
 QY0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0021.degrees latitude (g = 980.6199 gals.).
 QY0021
 QY0021.The modeled gravity was interpolated from observed gravity values.
 QY0021
 QY0021;                    North         East    Units  Estimated Accuracy
 QY0021;SPC MT       -   189,390.      376,550.      MT  (+/- 180 meters Scaled)
 QY0021
 QY0021                          SUPERSEDED SURVEY CONTROL
 QY0021
 QY0021  NGVD 29 (??/??/92) 1874.788  (m)         6150.87   (f) ADJ UNCH    1 2
 QY0021
 QY0021.Superseded values are not recommended for survey control.
 QY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0021.See file dsdata.txt to determine how the superseded data were derived.
 QY0021
 QY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR928857(NAD 83)
 QY0021_MARKER: Z = SEE DESCRIPTION
 QY0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0021_SP_SET: STONE POST
 QY0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0021+STABILITY: SURFACE MOTION
 QY0021
 QY0021  HISTORY     - Date     Condition        Report By
 QY0021  HISTORY     - UNK      MONUMENTED       CGS
 QY0021  HISTORY     - 1958     GOOD             NGS
 QY0021
 QY0021                          STATION DESCRIPTION
 QY0021
 QY0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0021'12.0 MI SE FROM BUTTE.
 QY0021'12.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0021'STATION AT BUTTE, IN SECTION 17, T 2 N, R 6 W, 7 POLES WEST OF
 QY0021'MILEPOST 59, 99 FEET NORTH OF THE NORTH RAIL, 13 RAILS WEST OF A ROAD
 QY0021'CROSSING, 56 FEET NORTHWEST OF B. M. G 496, 27 FEET SOUTHEAST OF A
 QY0021'BOULDER PROJECTING ABOUT 15 FEET ABOVE THE GROUND, ABOUT 3 FEET ABOVE
 QY0021'THE LEVEL OF THE TRACK, AND IN THE TOP OF A STONE POST SURROUNDED BY
 QY0021'THE LETTERS USBM AND PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0404 ***********************************************************************
 TN0404  DESIGNATION -  K 3
 TN0404  PID         -  TN0404
 TN0404  STATE/COUNTY-  MT/LINCOLN
 TN0404  USGS QUAD   -  KILBRENNAN LAKE (1983)
 TN0404
 TN0404                         *CURRENT SURVEY CONTROL
 TN0404  ___________________________________________________________________
 TN0404* NAD 83(1986)-  48 31 13.     (N)    115 56 52.     (W)     SCALED    
 TN0404* NAVD 88     -       568.479  (meters)    1865.08   (feet)  ADJUSTED  
 TN0404  ___________________________________________________________________
 TN0404  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 TN0404  DYNAMIC HT  -         568.527 (meters)    1865.24  (feet)  COMP
 TN0404  MODELED GRAV-     980,678.1   (mgal)                       NAVD 88
 TN0404
 TN0404  VERT ORDER  -  FIRST     CLASS II
 TN0404
 TN0404.The horizontal coordinates were scaled from a topographic map and have
 TN0404.an estimated accuracy of +/- 6 seconds.
 TN0404
 TN0404.The orthometric height was determined by differential leveling
 TN0404.and adjusted by the National Geodetic Survey in June 1991..
 TN0404
 TN0404.The geoid height was determined by GEOID03.
 TN0404
 TN0404.The dynamic height is computed by dividing the NAVD 88
 TN0404.geopotential number by the normal gravity value computed on the
 TN0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0404.degrees latitude (g = 980.6199 gals.).
 TN0404
 TN0404.The modeled gravity was interpolated from observed gravity values.
 TN0404
 TN0404;                    North         East    Units  Estimated Accuracy
 TN0404;SPC MT       -   494,120.      124,350.      MT  (+/- 180 meters Scaled)
 TN0404
 TN0404                          SUPERSEDED SURVEY CONTROL
 TN0404
 TN0404  NGVD 29 (??/??/92)  567.309  (m)         1861.25   (f) ADJ UNCH    1 2
 TN0404
 TN0404.Superseded values are not recommended for survey control.
 TN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0404.See file dsdata.txt to determine how the superseded data were derived.
 TN0404
 TN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP776746(NAD 83)
 TN0404_MARKER: DD = SURVEY DISK
 TN0404_SETTING: 80 = SET IN A BOULDER
 TN0404_SP_SET: BOULDER
 TN0404_STAMPING: K 3 1929
 TN0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0404+STABILITY: SURFACE MOTION
 TN0404
 TN0404  HISTORY     - Date     Condition        Report By
 TN0404  HISTORY     - 1929     MONUMENTED       USGS
 TN0404  HISTORY     - 1933     GOOD             NGS
 TN0404
 TN0404                          STATION DESCRIPTION
 TN0404
 TN0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0404'4.8 MI NW FROM TROY.
 TN0404'4.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM TROY,
 TN0404'LINCOLN COUNTY, 0.5 MILE SOUTHEAST OF SEMAPHORES 1342.7 AND 1342.8,
 TN0404'0.4 MILE SOUTHEAST OF THE POINT WHERE THE DOUBLE TRACKS CONVERGE, 500
 TN0404'FEET NORTH OF MILEPOST 1342, 100 FEET NORTH OF A BIG BEND IN THE
 TN0404'TRACK, 30 FEET EAST OF THE TRACK, IN THE TOP OF AN EMBEDDED BOULDER,
 TN0404'AND ABOUT 4 FEET BELOW THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 TN0404'STANDARD DISK, STAMPED K 3 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0540 ***********************************************************************
 RV0540  DESIGNATION -  K 3 Y
 RV0540  PID         -  RV0540
 RV0540  STATE/COUNTY-  MT/WHEATLAND
 RV0540  USGS QUAD   -  HEDGESVILLE (1986)
 RV0540
 RV0540                         *CURRENT SURVEY CONTROL
 RV0540  ___________________________________________________________________
 RV0540* NAD 83(1986)-  46 29 36.     (N)    109 37 09.     (W)     SCALED    
 RV0540* NAVD 88     -      1280.355  (meters)    4200.63   (feet)  ADJUSTED  
 RV0540  ___________________________________________________________________
 RV0540  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 RV0540  DYNAMIC HT  -        1280.101 (meters)    4199.80  (feet)  COMP
 RV0540  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 RV0540
 RV0540  VERT ORDER  -  SECOND    CLASS 0
 RV0540
 RV0540.The horizontal coordinates were scaled from a topographic map and have
 RV0540.an estimated accuracy of +/- 6 seconds.
 RV0540
 RV0540.The orthometric height was determined by differential leveling
 RV0540.and adjusted by the National Geodetic Survey in June 1991..
 RV0540
 RV0540.The geoid height was determined by GEOID03.
 RV0540
 RV0540.The dynamic height is computed by dividing the NAVD 88
 RV0540.geopotential number by the normal gravity value computed on the
 RV0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0540.degrees latitude (g = 980.6199 gals.).
 RV0540
 RV0540.The modeled gravity was interpolated from observed gravity values.
 RV0540
 RV0540;                    North         East    Units  Estimated Accuracy
 RV0540;SPC MT       -   249,290.      590,860.      MT  (+/- 180 meters Scaled)
 RV0540
 RV0540                          SUPERSEDED SURVEY CONTROL
 RV0540
 RV0540  NGVD 29 (??/??/92) 1279.43   (m)         4197.6    (f) COMPUTED    2 0
 RV0540
 RV0540.Superseded values are not recommended for survey control.
 RV0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0540.See file dsdata.txt to determine how the superseded data were derived.
 RV0540
 RV0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS059497(NAD 83)
 RV0540_MARKER: DS = TRIANGULATION STATION DISK
 RV0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0540_STAMPING: K 3 Y 1961
 RV0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0540+STABILITY: SURFACE MOTION
 RV0540
 RV0540  HISTORY     - Date     Condition        Report By
 RV0540  HISTORY     - 1961     MONUMENTED       CGS
 RV0540
 RV0540                          STATION DESCRIPTION
 RV0540
 RV0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0540'16.75 MI NE FROM HARLOWTON.
 RV0540'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0540'HARLOWTON, THENCE 7.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.95
 RV0540'MILES SOUTH ALONG A GRAVEL ROAD, 0.25 MILE SOUTH OF THE JUNCTION OF A
 RV0540'ROAD WEST, AT THE CREST OF A SMALL HILL, 23 FEET EAST OF THE CENTER
 RV0540'LINE OF THE ROAD, 54 FEET EAST AND ACROSS THE ROAD FROM R.M. 2, 42.0
 RV0540'FEET NORTH-NORTHEAST OF R.M. 1, 6 1/2 FEET SOUTH OF A WITNESS POST,
 RV0540'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RV0540'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0538 ***********************************************************************
 RV0538  DESIGNATION -  K 3 Y AZ MK
 RV0538  PID         -  RV0538
 RV0538  STATE/COUNTY-  MT/WHEATLAND
 RV0538  USGS QUAD   -  NIHILL (1986)
 RV0538
 RV0538                         *CURRENT SURVEY CONTROL
 RV0538  ___________________________________________________________________
 RV0538* NAD 83(1986)-  46 30 39.     (N)    109 37 10.     (W)     SCALED    
 RV0538* NAVD 88     -      1280.194  (meters)    4200.10   (feet)  ADJUSTED  
 RV0538  ___________________________________________________________________
 RV0538  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 RV0538  DYNAMIC HT  -        1279.939 (meters)    4199.27  (feet)  COMP
 RV0538  MODELED GRAV-     980,369.8   (mgal)                       NAVD 88
 RV0538
 RV0538  VERT ORDER  -  SECOND    CLASS 0
 RV0538
 RV0538.The horizontal coordinates were scaled from a topographic map and have
 RV0538.an estimated accuracy of +/- 6 seconds.
 RV0538
 RV0538.The orthometric height was determined by differential leveling
 RV0538.and adjusted by the National Geodetic Survey in June 1991..
 RV0538
 RV0538.The geoid height was determined by GEOID03.
 RV0538
 RV0538.The dynamic height is computed by dividing the NAVD 88
 RV0538.geopotential number by the normal gravity value computed on the
 RV0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0538.degrees latitude (g = 980.6199 gals.).
 RV0538
 RV0538.The modeled gravity was interpolated from observed gravity values.
 RV0538
 RV0538;                    North         East    Units  Estimated Accuracy
 RV0538;SPC MT       -   251,240.      590,840.      MT  (+/- 180 meters Scaled)
 RV0538
 RV0538                          SUPERSEDED SURVEY CONTROL
 RV0538
 RV0538  NGVD 29 (??/??/92) 1279.27   (m)         4197.1    (f) COMPUTED    2 0
 RV0538
 RV0538.Superseded values are not recommended for survey control.
 RV0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0538.See file dsdata.txt to determine how the superseded data were derived.
 RV0538
 RV0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS059517(NAD 83)
 RV0538_MARKER: DZ = AZIMUTH MARK DISK
 RV0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0538_STAMPING: K 3 Y 1961
 RV0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0538+STABILITY: SURFACE MOTION
 RV0538
 RV0538  HISTORY     - Date     Condition        Report By
 RV0538  HISTORY     - 1961     MONUMENTED       CGS
 RV0538
 RV0538                          STATION DESCRIPTION
 RV0538
 RV0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0538'15.45 MI NE FROM HARLOWTON.
 RV0538'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0538'HARLOWTON, THENCE 7.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.65 MILE
 RV0538'SOUTH-SOUTHWEST ALONG A GRAVEL ROAD, 31 FEET WEST OF THE CENTER LINE
 RV0538'OF THE ROAD, 1 FOOT EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST,
 RV0538'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RV0538'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0541 ***********************************************************************
 RV0541  DESIGNATION -  K 3 Y RM 1
 RV0541  PID         -  RV0541
 RV0541  STATE/COUNTY-  MT/WHEATLAND
 RV0541  USGS QUAD   -  HEDGESVILLE (1986)
 RV0541
 RV0541                         *CURRENT SURVEY CONTROL
 RV0541  ___________________________________________________________________
 RV0541* NAD 83(1986)-  46 29 35.     (N)    109 37 09.     (W)     SCALED    
 RV0541* NAVD 88     -      1280.527  (meters)    4201.20   (feet)  ADJUSTED  
 RV0541  ___________________________________________________________________
 RV0541  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 RV0541  DYNAMIC HT  -        1280.273 (meters)    4200.36  (feet)  COMP
 RV0541  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 RV0541
 RV0541  VERT ORDER  -  SECOND    CLASS 0
 RV0541
 RV0541.The horizontal coordinates were scaled from a topographic map and have
 RV0541.an estimated accuracy of +/- 6 seconds.
 RV0541
 RV0541.The orthometric height was determined by differential leveling
 RV0541.and adjusted by the National Geodetic Survey in June 1991..
 RV0541
 RV0541.The geoid height was determined by GEOID03.
 RV0541
 RV0541.The dynamic height is computed by dividing the NAVD 88
 RV0541.geopotential number by the normal gravity value computed on the
 RV0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0541.degrees latitude (g = 980.6199 gals.).
 RV0541
 RV0541.The modeled gravity was interpolated from observed gravity values.
 RV0541
 RV0541;                    North         East    Units  Estimated Accuracy
 RV0541;SPC MT       -   249,260.      590,860.      MT  (+/- 180 meters Scaled)
 RV0541
 RV0541                          SUPERSEDED SURVEY CONTROL
 RV0541
 RV0541  NGVD 29 (??/??/92) 1279.60   (m)         4198.2    (f) COMPUTED    2 0
 RV0541
 RV0541.Superseded values are not recommended for survey control.
 RV0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0541.See file dsdata.txt to determine how the superseded data were derived.
 RV0541
 RV0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS059497(NAD 83)
 RV0541_MARKER: DR = REFERENCE MARK DISK
 RV0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0541_STAMPING: K 3 Y NO 1 1961
 RV0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0541+STABILITY: SURFACE MOTION
 RV0541
 RV0541  HISTORY     - Date     Condition        Report By
 RV0541  HISTORY     - 1961     MONUMENTED       CGS
 RV0541
 RV0541                          STATION DESCRIPTION
 RV0541
 RV0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0541'16.75 MI NE FROM HARLOWTON.
 RV0541'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0541'HARLOWTON, THENCE 7.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.95
 RV0541'MILES SOUTH ALONG A GRAVEL ROAD, 42 FEET SOUTH-SOTUHWEST OF THE
 RV0541'STATION, 64 1/2 FEET SOUTHEAST AND ACROSS THE ROAD FROM R.M. 2, 20 1/2
 RV0541'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 RV0541'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0539 ***********************************************************************
 RV0539  DESIGNATION -  K 3 Y RM 2
 RV0539  PID         -  RV0539
 RV0539  STATE/COUNTY-  MT/WHEATLAND
 RV0539  USGS QUAD   -  HEDGESVILLE (1986)
 RV0539
 RV0539                         *CURRENT SURVEY CONTROL
 RV0539  ___________________________________________________________________
 RV0539* NAD 83(1986)-  46 29 36.     (N)    109 37 10.     (W)     SCALED    
 RV0539* NAVD 88     -      1280.558  (meters)    4201.30   (feet)  ADJUSTED  
 RV0539  ___________________________________________________________________
 RV0539  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 RV0539  DYNAMIC HT  -        1280.303 (meters)    4200.46  (feet)  COMP
 RV0539  MODELED GRAV-     980,370.6   (mgal)                       NAVD 88
 RV0539
 RV0539  VERT ORDER  -  SECOND    CLASS 0
 RV0539
 RV0539.The horizontal coordinates were scaled from a topographic map and have
 RV0539.an estimated accuracy of +/- 6 seconds.
 RV0539
 RV0539.The orthometric height was determined by differential leveling
 RV0539.and adjusted by the National Geodetic Survey in June 1991..
 RV0539
 RV0539.The geoid height was determined by GEOID03.
 RV0539
 RV0539.The dynamic height is computed by dividing the NAVD 88
 RV0539.geopotential number by the normal gravity value computed on the
 RV0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0539.degrees latitude (g = 980.6199 gals.).
 RV0539
 RV0539.The modeled gravity was interpolated from observed gravity values.
 RV0539
 RV0539;                    North         East    Units  Estimated Accuracy
 RV0539;SPC MT       -   249,290.      590,840.      MT  (+/- 180 meters Scaled)
 RV0539
 RV0539                          SUPERSEDED SURVEY CONTROL
 RV0539
 RV0539  NGVD 29 (??/??/92) 1279.63   (m)         4198.3    (f) COMPUTED    2 0
 RV0539
 RV0539.Superseded values are not recommended for survey control.
 RV0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0539.See file dsdata.txt to determine how the superseded data were derived.
 RV0539
 RV0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS059497(NAD 83)
 RV0539_MARKER: DR = REFERENCE MARK DISK
 RV0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0539_STAMPING: K 3 Y NO 2 1961
 RV0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0539+STABILITY: SURFACE MOTION
 RV0539
 RV0539  HISTORY     - Date     Condition        Report By
 RV0539  HISTORY     - 1961     MONUMENTED       CGS
 RV0539
 RV0539                          STATION DESCRIPTION
 RV0539
 RV0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0539'16.75 MI NE FROM HARLOWTON.
 RV0539'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 RV0539'HARLOWTON, THENCE 7.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.95
 RV0539'MILES SOUTH ALONG A GRAVEL ROAD, 54 FEET WEST AND ACROSS THE ROAD FROM
 RV0539'THE STATION, 64 1/2 FEET NORTHWEST AND ACROSS THE ROAD FROM R.M. 1, 30
 RV0539'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 RV0539'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0141 ***********************************************************************
 RY0141  DESIGNATION -  K 300
 RY0141  PID         -  RY0141
 RY0141  STATE/COUNTY-  MT/RAVALLI
 RY0141  USGS QUAD   -  TENMILE LAKE (1964)
 RY0141
 RY0141                         *CURRENT SURVEY CONTROL
 RY0141  ___________________________________________________________________
 RY0141* NAD 83(1986)-  46 08 38.     (N)    114 27 25.     (W)     SCALED    
 RY0141* NAVD 88     -      1705.142  (meters)    5594.29   (feet)  ADJUSTED  
 RY0141  ___________________________________________________________________
 RY0141  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 RY0141  DYNAMIC HT  -        1704.501 (meters)    5592.18  (feet)  COMP
 RY0141  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 RY0141
 RY0141  VERT ORDER  -  SECOND    CLASS 0
 RY0141
 RY0141.The horizontal coordinates were scaled from a topographic map and have
 RY0141.an estimated accuracy of +/- 6 seconds.
 RY0141
 RY0141.The orthometric height was determined by differential leveling
 RY0141.and adjusted by the National Geodetic Survey in June 1991..
 RY0141
 RY0141.The geoid height was determined by GEOID03.
 RY0141
 RY0141.The dynamic height is computed by dividing the NAVD 88
 RY0141.geopotential number by the normal gravity value computed on the
 RY0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0141.degrees latitude (g = 980.6199 gals.).
 RY0141
 RY0141.The modeled gravity was interpolated from observed gravity values.
 RY0141
 RY0141;                    North         East    Units  Estimated Accuracy
 RY0141;SPC MT       -   222,570.      217,460.      MT  (+/- 180 meters Scaled)
 RY0141
 RY0141                          SUPERSEDED SURVEY CONTROL
 RY0141
 RY0141  NGVD 29 (??/??/92) 1703.924  (m)         5590.29   (f) ADJ UNCH    2 0
 RY0141
 RY0141.Superseded values are not recommended for survey control.
 RY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0141.See file dsdata.txt to determine how the superseded data were derived.
 RY0141
 RY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM964131(NAD 83)
 RY0141_MARKER: DB = BENCH MARK DISK
 RY0141_SETTING: 80 = SET IN A BOULDER
 RY0141_STAMPING: K 300 1964
 RY0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0141+STABILITY: SURFACE MOTION
 RY0141
 RY0141  HISTORY     - Date     Condition        Report By
 RY0141  HISTORY     - 1964     MONUMENTED       CGS
 RY0141  HISTORY     - 1965     GOOD             NGS
 RY0141
 RY0141                          STATION DESCRIPTION
 RY0141
 RY0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0141'22.9 MI NW FROM DARBY.
 RY0141'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0141'THENCE 15.9 MILES WEST ALONG LOST HORSE ROAD, ABOUT 32 YARDS SOUTHWEST
 RY0141'AND ACROSS THE ROAD FROM A LARGE BOULDER WHICH IS ALONG THE NORTH EDGE
 RY0141'OF THE ROAD, IN THE TOP OF AND 1.0 FOOT WEST OF THE EAST EDGE OF A
 RY0141'LARGE BOULDER PROJECTING ABOUT 3 FEET ABOVE THE GROUND, ALONG THE WEST
 RY0141'EDGE OF A VERY SMALL STREAM, 22 FEET SOUTH OF THE CENTER LINE OF THE
 RY0141'ROAD, 12 FEET SOUTH OF THE SOUTH END OF A 36-INCH PIPE CULVERT, AND
 RY0141'ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0267 ***********************************************************************
 TJ0267  DESIGNATION -  K 31
 TJ0267  PID         -  TJ0267
 TJ0267  STATE/COUNTY-  MT/VALLEY
 TJ0267  USGS QUAD   -  PAPOOSE HILLS (1984)
 TJ0267
 TJ0267                         *CURRENT SURVEY CONTROL
 TJ0267  ___________________________________________________________________
 TJ0267* NAD 83(1986)-  48 40 10.     (N)    107 06 27.     (W)     SCALED    
 TJ0267* NAVD 88     -       809.657  (meters)    2656.35   (feet)  POSTED    
 TJ0267  ___________________________________________________________________
 TJ0267  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TJ0267  DYNAMIC HT  -         809.770 (meters)    2656.72  (feet)  COMP
 TJ0267  MODELED GRAV-     980,722.8   (mgal)                       NAVD 88
 TJ0267
 TJ0267  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0267
 TJ0267.The horizontal coordinates were scaled from a topographic map and have
 TJ0267.an estimated accuracy of +/- 6 seconds.
 TJ0267
 TJ0267.The orthometric height was determined by differential leveling
 TJ0267.and adjusted by the National Geodetic Survey in 1992..
 TJ0267.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0267.rate of 0.0 thru 1.0 mm/km.
 TJ0267
 TJ0267.The geoid height was determined by GEOID03.
 TJ0267
 TJ0267.The dynamic height is computed by dividing the NAVD 88
 TJ0267.geopotential number by the normal gravity value computed on the
 TJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0267.degrees latitude (g = 980.6199 gals.).
 TJ0267
 TJ0267.The modeled gravity was interpolated from observed gravity values.
 TJ0267
 TJ0267;                    North         East    Units  Estimated Accuracy
 TJ0267;SPC MT       -   493,800.      776,160.      MT  (+/- 180 meters Scaled)
 TJ0267
 TJ0267                          SUPERSEDED SURVEY CONTROL
 TJ0267
 TJ0267  NGVD 29 (??/??/92)  808.979  (m)         2654.13   (f) ADJ UNCH    1 2
 TJ0267
 TJ0267.Superseded values are not recommended for survey control.
 TJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0267.See file dsdata.txt to determine how the superseded data were derived.
 TJ0267
 TJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP448928(NAD 83)
 TJ0267_MARKER: DB = BENCH MARK DISK
 TJ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0267_STAMPING: 2654.125 K 31 1921
 TJ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0267+STABILITY: SURFACE MOTION
 TJ0267
 TJ0267  HISTORY     - Date     Condition        Report By
 TJ0267  HISTORY     - 1921     MONUMENTED       CGS
 TJ0267  HISTORY     - 1934     GOOD             NGS
 TJ0267  HISTORY     - 1968     MARK NOT FOUND   USGS
 TJ0267
 TJ0267                          STATION DESCRIPTION
 TJ0267
 TJ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0267'20.3 MI N FROM HINSDALE.
 TJ0267'20.3 MILES NORTH ALONG A GRADED ROAD FROM HINSDALE, VALLEY COUNTY, 0.3
 TJ0267'MILE NORTH OF A SMALL STOCK WATER-RESERVOIR LOCATED WEST OF THE ROAD
 TJ0267'AND ON THE NORTH SLOPE OF A HILL, ON THE EAST SIDE OF THE ROAD, 5 FEET
 TJ0267'WEST OF A FENCE, BETWEEN TWO WIRE GATES, AND SET IN THE TOP OF A
 TJ0267'CONCRETE POST.  NOTE-- ROADS IN AREA HAVE CHANGED SEVERAL TIMES SINCE
 TJ0267'MARK WAS SET.
 TJ0267
 TJ0267                          STATION RECOVERY (1968)
 TJ0267
 TJ0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TJ0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0506 ***********************************************************************
 RX0506  DESIGNATION -  K 312
 RX0506  PID         -  RX0506
 RX0506  STATE/COUNTY-  MT/GRANITE
 RX0506  USGS QUAD   -  DRUMMOND (1989)
 RX0506
 RX0506                         *CURRENT SURVEY CONTROL
 RX0506  ___________________________________________________________________
 RX0506* NAD 83(1986)-  46 38 49.     (N)    113 09 53.     (W)     SCALED    
 RX0506* NAVD 88     -      1223.339  (meters)    4013.57   (feet)  ADJUSTED  
 RX0506  ___________________________________________________________________
 RX0506  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 RX0506  DYNAMIC HT  -        1223.073 (meters)    4012.70  (feet)  COMP
 RX0506  MODELED GRAV-     980,355.2   (mgal)                       NAVD 88
 RX0506
 RX0506  VERT ORDER  -  FIRST     CLASS II
 RX0506
 RX0506.The horizontal coordinates were scaled from a topographic map and have
 RX0506.an estimated accuracy of +/- 6 seconds.
 RX0506
 RX0506.The orthometric height was determined by differential leveling
 RX0506.and adjusted by the National Geodetic Survey in June 1991..
 RX0506
 RX0506.The geoid height was determined by GEOID03.
 RX0506
 RX0506.The dynamic height is computed by dividing the NAVD 88
 RX0506.geopotential number by the normal gravity value computed on the
 RX0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0506.degrees latitude (g = 980.6199 gals.).
 RX0506
 RX0506.The modeled gravity was interpolated from observed gravity values.
 RX0506
 RX0506;                    North         East    Units  Estimated Accuracy
 RX0506;SPC MT       -   272,910.      319,710.      MT  (+/- 180 meters Scaled)
 RX0506
 RX0506                          SUPERSEDED SURVEY CONTROL
 RX0506
 RX0506  NGVD 29 (??/??/92) 1222.248  (m)         4009.99   (f) ADJ UNCH    1 2
 RX0506
 RX0506.Superseded values are not recommended for survey control.
 RX0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0506.See file dsdata.txt to determine how the superseded data were derived.
 RX0506
 RX0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS343682(NAD 83)
 RX0506_MARKER: DB = BENCH MARK DISK
 RX0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0506_STAMPING: K 312 1959
 RX0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0506+STABILITY: SURFACE MOTION
 RX0506
 RX0506  HISTORY     - Date     Condition        Report By
 RX0506  HISTORY     - 1959     MONUMENTED       CGS
 RX0506  HISTORY     - 1979     GOOD             NGS
 RX0506
 RX0506                          STATION DESCRIPTION
 RX0506
 RX0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0506'1.7 MI S FROM DRUMMOND.
 RX0506'ABOUT 1.7 MILES SOUTH ALONG U. S. HIGHWAY 10A FROM THE NORTHERN
 RX0506'PACIFIC RAILROAD STATION AT DRUMMOND, 43 FEET EAST OF THE CENTER LINE
 RX0506'OF THE HIGHWAY, IN THE WEST SIDE OF SECTION 6, T 10 N, R 12 W, 27 FEET
 RX0506'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 16 FEET NORTH OF A
 RX0506'BRACED TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET NORTHEAST
 RX0506'OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING
 RX0506'6 INCHES.
 RX0506
 RX0506                          STATION RECOVERY (1979)
 RX0506
 RX0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0407 ***********************************************************************
 RX0407  DESIGNATION -  K 313
 RX0407  PID         -  RX0407
 RX0407  STATE/COUNTY-  MT/POWELL
 RX0407  USGS QUAD   -  DEER LODGE (1989)
 RX0407
 RX0407                         *CURRENT SURVEY CONTROL
 RX0407  ___________________________________________________________________
 RX0407* NAD 83(1986)-  46 24 56.     (N)    112 44 15.     (W)     SCALED    
 RX0407* NAVD 88     -      1373.965  (meters)    4507.75   (feet)  ADJUSTED  
 RX0407  ___________________________________________________________________
 RX0407  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0407  DYNAMIC HT  -        1373.589 (meters)    4506.52  (feet)  COMP
 RX0407  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 RX0407
 RX0407  VERT ORDER  -  FIRST     CLASS II
 RX0407
 RX0407.The horizontal coordinates were scaled from a topographic map and have
 RX0407.an estimated accuracy of +/- 6 seconds.
 RX0407
 RX0407.The orthometric height was determined by differential leveling
 RX0407.and adjusted by the National Geodetic Survey in June 1991..
 RX0407
 RX0407.The geoid height was determined by GEOID03.
 RX0407
 RX0407.The dynamic height is computed by dividing the NAVD 88
 RX0407.geopotential number by the normal gravity value computed on the
 RX0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0407.degrees latitude (g = 980.6199 gals.).
 RX0407
 RX0407.The modeled gravity was interpolated from observed gravity values.
 RX0407
 RX0407;                    North         East    Units  Estimated Accuracy
 RX0407;SPC MT       -   245,790.      351,310.      MT  (+/- 180 meters Scaled)
 RX0407
 RX0407                          SUPERSEDED SURVEY CONTROL
 RX0407
 RX0407  NGVD 29 (??/??/92) 1372.772  (m)         4503.84   (f) ADJ UNCH    1 2
 RX0407
 RX0407.Superseded values are not recommended for survey control.
 RX0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0407.See file dsdata.txt to determine how the superseded data were derived.
 RX0407
 RX0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS664416(NAD 83)
 RX0407_MARKER: DB = BENCH MARK DISK
 RX0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0407_STAMPING: K 313 1959
 RX0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0407+STABILITY: SURFACE MOTION
 RX0407
 RX0407  HISTORY     - Date     Condition        Report By
 RX0407  HISTORY     - 1959     MONUMENTED       CGS
 RX0407  HISTORY     - 1979     GOOD             NGS
 RX0407
 RX0407                          STATION DESCRIPTION
 RX0407
 RX0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0407'1.25 MI N FROM DEER LODGE.
 RX0407'ABOUT 1.25 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0407'STATION AT DEER LODGE, IN SECTION 28, R 9 W, T 8 N, 9 POLES SOUTH OF
 RX0407'MILEPOST 42, AT THE CROSSING OF A POWER LINE, 18 FEET WEST OF THE WEST
 RX0407'RAIL, 9 FEET NORTH OF A POWER POLE, 1.4 FEET SOUTH OF A METAL WITNESS
 RX0407'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP
 RX0407'OF A CONCRETE POST PROJECTING 6 INCHES.
 RX0407
 RX0407                          STATION RECOVERY (1979)
 RX0407
 RX0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0359 ***********************************************************************
 RX0359  DESIGNATION -  K 314
 RX0359  PID         -  RX0359
 RX0359  STATE/COUNTY-  MT/SILVER BOW
 RX0359  USGS QUAD   -  OPPORTUNITY (1989)
 RX0359
 RX0359                         *CURRENT SURVEY CONTROL
 RX0359  ___________________________________________________________________
 RX0359* NAD 83(1986)-  46 01 17.     (N)    112 47 16.     (W)     SCALED    
 RX0359* NAVD 88     -      1576.536  (meters)    5172.35   (feet)  ADJUSTED  
 RX0359  ___________________________________________________________________
 RX0359  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 RX0359  DYNAMIC HT  -        1575.935 (meters)    5170.38  (feet)  COMP
 RX0359  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 RX0359
 RX0359  VERT ORDER  -  FIRST     CLASS II
 RX0359
 RX0359.The horizontal coordinates were scaled from a topographic map and have
 RX0359.an estimated accuracy of +/- 6 seconds.
 RX0359
 RX0359.The orthometric height was determined by differential leveling
 RX0359.and adjusted by the National Geodetic Survey in June 1991..
 RX0359
 RX0359.The geoid height was determined by GEOID03.
 RX0359
 RX0359.The dynamic height is computed by dividing the NAVD 88
 RX0359.geopotential number by the normal gravity value computed on the
 RX0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0359.degrees latitude (g = 980.6199 gals.).
 RX0359
 RX0359.The modeled gravity was interpolated from observed gravity values.
 RX0359
 RX0359;                    North         East    Units  Estimated Accuracy
 RX0359;SPC MT       -   202,190.      345,610.      MT  (+/- 180 meters Scaled)
 RX0359
 RX0359                          SUPERSEDED SURVEY CONTROL
 RX0359
 RX0359  NGVD 29 (??/??/92) 1575.276  (m)         5168.22   (f) ADJ UNCH    1 2
 RX0359
 RX0359.Superseded values are not recommended for survey control.
 RX0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0359.See file dsdata.txt to determine how the superseded data were derived.
 RX0359
 RX0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR616979(NAD 83)
 RX0359_MARKER: DB = BENCH MARK DISK
 RX0359_SETTING: 66 = SET IN ROCK OUTCROP
 RX0359_SP_SET: ROCK CLIFF
 RX0359_STAMPING: K 314 1959
 RX0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0359+STABILITY: POSITION/ELEVATION WELL
 RX0359
 RX0359  HISTORY     - Date     Condition        Report By
 RX0359  HISTORY     - 1959     MONUMENTED       CGS
 RX0359
 RX0359                          STATION DESCRIPTION
 RX0359
 RX0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0359'6.9 MI W FROM SILVER BOW.
 RX0359'ABOUT 6.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RX0359'STATION AT SILVER BOW, IN THE SOUTH SIDE OF SECTION 12, R 10 W, T 3 N,
 RX0359'3 POLES EAST OF MILEPOST 14, 4 POLES EAST OF THE DURANT STATION, 8
 RX0359'FEET NORTH OF THE NORTH RAIL, SET VERTICALLY IN THE SOUTH FACE OF THE
 RX0359'NORTH ROCK CLIFF, ABOUT MIDWAY THE CUT, AND ABOUT 1 FOOT ABOVE THE
 RX0359'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0323 ***********************************************************************
 RX0323  DESIGNATION -  K 315
 RX0323  PID         -  RX0323
 RX0323  STATE/COUNTY-  MT/JEFFERSON
 RX0323  USGS QUAD   -  BASIN (1985)
 RX0323
 RX0323                         *CURRENT SURVEY CONTROL
 RX0323  ___________________________________________________________________
 RX0323* NAD 83(1986)-  46 16 12.     (N)    112 15 17.     (W)     SCALED    
 RX0323* NAVD 88     -      1621.713  (meters)    5320.57   (feet)  ADJUSTED  
 RX0323  ___________________________________________________________________
 RX0323  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 RX0323  DYNAMIC HT  -        1621.143 (meters)    5318.70  (feet)  COMP
 RX0323  MODELED GRAV-     980,206.1   (mgal)                       NAVD 88
 RX0323
 RX0323  VERT ORDER  -  FIRST     CLASS II
 RX0323
 RX0323.The horizontal coordinates were scaled from a topographic map and have
 RX0323.an estimated accuracy of +/- 6 seconds.
 RX0323
 RX0323.The orthometric height was determined by differential leveling
 RX0323.and adjusted by the National Geodetic Survey in June 1991..
 RX0323
 RX0323.The geoid height was determined by GEOID03.
 RX0323
 RX0323.The dynamic height is computed by dividing the NAVD 88
 RX0323.geopotential number by the normal gravity value computed on the
 RX0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0323.degrees latitude (g = 980.6199 gals.).
 RX0323
 RX0323.The modeled gravity was interpolated from observed gravity values.
 RX0323
 RX0323;                    North         East    Units  Estimated Accuracy
 RX0323;SPC MT       -   228,210.      387,810.      MT  (+/- 180 meters Scaled)
 RX0323
 RX0323                          SUPERSEDED SURVEY CONTROL
 RX0323
 RX0323  NGVD 29 (??/??/92) 1620.453  (m)         5316.44   (f) ADJ UNCH    1 2
 RX0323
 RX0323.Superseded values are not recommended for survey control.
 RX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0323.See file dsdata.txt to determine how the superseded data were derived.
 RX0323
 RX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS033248(NAD 83)
 RX0323_MARKER: DB = BENCH MARK DISK
 RX0323_SETTING: 80 = SET IN A BOULDER
 RX0323_SP_SET: BOULDER
 RX0323_STAMPING: K 315 1959
 RX0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0323+STABILITY: SURFACE MOTION
 RX0323
 RX0323  HISTORY     - Date     Condition        Report By
 RX0323  HISTORY     - 1959     MONUMENTED       CGS
 RX0323  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0323  HISTORY     - 1979     MARK NOT FOUND   NGS
 RX0323
 RX0323                          STATION DESCRIPTION
 RX0323
 RX0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0323'0.4 MI E FROM BASIN.
 RX0323'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 RX0323'AT BASIN, IN SECTION 17, R 5 W, T 6 N, 3 POLES WEST OF MILEPOST 256,
 RX0323'91 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF A LARGE BOULDER, 29
 RX0323'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 91, 12 FEET NORTH OF THE
 RX0323'NORTH STEEL LEG OF THE MOST EASTERLY ONE OF 2 STEEL POWER LINE TOWERS,
 RX0323'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACKS.
 RX0323
 RX0323                          STATION RECOVERY (1979)
 RX0323
 RX0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0323'NOT RECOVERED.  NOTE=THE BOULDER WAS FOUND WITHOUT A DISK IN THE TOP.
 RX0323
 RX0323                          STATION RECOVERY (1979)
 RX0323
 RX0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0323'NOT RECOVERED.  NOTE=THE BOULDER WAS FOUND WITHOUT A DISK IN THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX1002 ***********************************************************************
 RX1002  DESIGNATION -  K 315 RESET
 RX1002  PID         -  RX1002
 RX1002  STATE/COUNTY-  MT/JEFFERSON
 RX1002  USGS QUAD   -  BASIN (1985)
 RX1002
 RX1002                         *CURRENT SURVEY CONTROL
 RX1002  ___________________________________________________________________
 RX1002* NAD 83(1986)-  46 16 12.     (N)    112 15 17.     (W)     SCALED    
 RX1002* NAVD 88     -      1620.54   (meters)    5316.7    (feet)  RESET     
 RX1002  ___________________________________________________________________
 RX1002  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 RX1002
 RX1002  VERT ORDER  -  THIRD
 RX1002
 RX1002.The horizontal coordinates were scaled from a topographic map and have
 RX1002.an estimated accuracy of +/- 6 seconds.
 RX1002
 RX1002.The orthometric height was computed from unverified reset data.
 RX1002.No vertical observational check was made to the station.
 RX1002
 RX1002.The geoid height was determined by GEOID03.
 RX1002
 RX1002;                    North         East    Units  Estimated Accuracy
 RX1002;SPC MT       -   228,210.      387,810.      MT  (+/- 180 meters Scaled)
 RX1002
 RX1002                          SUPERSEDED SURVEY CONTROL
 RX1002
 RX1002  NGVD 29 (03/30/06) 1619.28   (m)         5312.6    (f) RESET       3  
 RX1002
 RX1002.Superseded values are not recommended for survey control.
 RX1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX1002.See file dsdata.txt to determine how the superseded data were derived.
 RX1002
 RX1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS033248(NAD 83)
 RX1002_MARKER: DV = VERTICAL CONTROL DISK
 RX1002_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RX1002+WITH SETTING: INTO GROUND
 RX1002_SP_SET: METAL ROD WITH BASE PLATE
 RX1002_STAMPING: K 315 RESET 1984
 RX1002_MARK LOGO: NGS   
 RX1002_MAGNETIC: N = NO MAGNETIC MATERIAL
 RX1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX1002
 RX1002  HISTORY     - Date     Condition        Report By
 RX1002  HISTORY     - 1984     MONUMENTED       NGS
 RX1002
 RX1002                          STATION DESCRIPTION
 RX1002
 RX1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RX1002'ABOUT 0.64 KM (0.40 MI) EAST ALONG INTERSTATE HIGHWAY 15 FROM BASIN,
 RX1002'IN SECTION 17 T6N R5W, 52 M (170.6 FT) NORTH OF THE NORTHWEST CORNER
 RX1002'OF A FENCE AROUND A TRAILING POND, SOUTHEAST OF THE SOUTHWEST LEG OF
 RX1002'THE ONLY STEEL POWER TOWER IN THE AREA, 3 M (9.8 FT) SOUTH OF A
 RX1002'4-INCH FIR TREE AND 1 M (3.3 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0327 ***********************************************************************
 RX0327  DESIGNATION -  K 316
 RX0327  PID         -  RX0327
 RX0327  STATE/COUNTY-  MT/JEFFERSON
 RX0327  USGS QUAD   -  MOUNT THOMPSON (1996)
 RX0327
 RX0327                         *CURRENT SURVEY CONTROL
 RX0327  ___________________________________________________________________
 RX0327* NAD 83(1986)-  46 15 36.     (N)    112 11 27.     (W)     SCALED    
 RX0327* NAVD 88     -      1548.947  (meters)    5081.84   (feet)  ADJUSTED  
 RX0327  ___________________________________________________________________
 RX0327  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 RX0327  DYNAMIC HT  -        1548.412 (meters)    5080.08  (feet)  COMP
 RX0327  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 RX0327
 RX0327  VERT ORDER  -  FIRST     CLASS II
 RX0327
 RX0327.The horizontal coordinates were scaled from a topographic map and have
 RX0327.an estimated accuracy of +/- 6 seconds.
 RX0327
 RX0327.The orthometric height was determined by differential leveling
 RX0327.and adjusted by the National Geodetic Survey in June 1991..
 RX0327
 RX0327.The geoid height was determined by GEOID03.
 RX0327
 RX0327.The dynamic height is computed by dividing the NAVD 88
 RX0327.geopotential number by the normal gravity value computed on the
 RX0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0327.degrees latitude (g = 980.6199 gals.).
 RX0327
 RX0327.The modeled gravity was interpolated from observed gravity values.
 RX0327
 RX0327;                    North         East    Units  Estimated Accuracy
 RX0327;SPC MT       -   226,930.      392,690.      MT  (+/- 180 meters Scaled)
 RX0327
 RX0327                          SUPERSEDED SURVEY CONTROL
 RX0327
 RX0327  NGVD 29 (??/??/92) 1547.701  (m)         5077.75   (f) ADJ UNCH    1 2
 RX0327
 RX0327.Superseded values are not recommended for survey control.
 RX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0327.See file dsdata.txt to determine how the superseded data were derived.
 RX0327
 RX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS082236(NAD 83)
 RX0327_MARKER: DB = BENCH MARK DISK
 RX0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0327_SP_SET: CONCRETE SEAT
 RX0327_STAMPING: K 316 1959
 RX0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0327
 RX0327  HISTORY     - Date     Condition        Report By
 RX0327  HISTORY     - 1959     MONUMENTED       CGS
 RX0327  HISTORY     - 1980     GOOD             NGS
 RX0327
 RX0327                          STATION DESCRIPTION
 RX0327
 RX0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RX0327'3.4 MI NW FROM BOULDER.
 RX0327'ABOUT 3.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0327'STATION AT BOULDER, OR ABOUT 4.3 MILES EAST ALONG THE GREAT NORTHERN
 RX0327'RAILWAY FROM THE STATION AT BASIN, IN SECTION 23, R 5 W, T 6 N, 10
 RX0327'POLES EAST OF MILEPOST 253, 10 FEET SOUTH OF THE SOUTH RAIL, IN THE
 RX0327'TOP OF THE SOUTH END OF THE EAST CONCRETE SEAT OF STEEL GIRDER BRIDGE
 RX0327'252.7, AND ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 RX0327
 RX0327                          STATION RECOVERY (1980)
 RX0327
 RX0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RX0327'7.1 KM (4.3 MI) EASTERLY ALONG U.S. HIGHWAY 91 AND TEMPORARY
 RX0327'INTERSTATE HIGHWAY 15 FROM THE POST OFFICE IN BASIN, 0.8 KM (0.5 MI)
 RX0327'SOUTHEAST OF A GRAVEL ROAD LEADING NORTH TO THE RADON TUNNEL, IN TOP
 RX0327'OF THE SOUTH END OF THE EAST CONCRETE SEAT OF THE GREAT NORTHERN
 RX0327'RAILROAD STEEL BRIDGE NUMBER 252.7, 17.2 METERS (56.5 FT) NORTHEAST
 RX0327'OF THE CENTERLINE OF THE HIGHWAY, 3.0 METERS (10.0 FT) SOUTHWEST OF
 RX0327'THE SOUTHWEST RAIL, AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF
 RX0327'THE SEAT.
 RX0327'THE MARK IS 2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0249 ***********************************************************************
 PZ0249  DESIGNATION -  K 317
 PZ0249  PID         -  PZ0249
 PZ0249  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0249  USGS QUAD   -  LIMA (1979)
 PZ0249
 PZ0249                         *CURRENT SURVEY CONTROL
 PZ0249  ___________________________________________________________________
 PZ0249* NAD 83(1986)-  44 38 07.     (N)    112 35 27.     (W)     SCALED    
 PZ0249* NAVD 88     -      1909.376  (meters)    6264.34   (feet)  ADJUSTED  
 PZ0249  ___________________________________________________________________
 PZ0249  GEOID HEIGHT-         -10.26  (meters)                     GEOID03
 PZ0249  DYNAMIC HT  -        1908.337 (meters)    6260.94  (feet)  COMP
 PZ0249  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 PZ0249
 PZ0249  VERT ORDER  -  FIRST     CLASS II
 PZ0249
 PZ0249.The horizontal coordinates were scaled from a topographic map and have
 PZ0249.an estimated accuracy of +/- 6 seconds.
 PZ0249
 PZ0249.The orthometric height was determined by differential leveling
 PZ0249.and adjusted by the National Geodetic Survey in June 1991..
 PZ0249
 PZ0249.The geoid height was determined by GEOID03.
 PZ0249
 PZ0249.The dynamic height is computed by dividing the NAVD 88
 PZ0249.geopotential number by the normal gravity value computed on the
 PZ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0249.degrees latitude (g = 980.6199 gals.).
 PZ0249
 PZ0249.The modeled gravity was interpolated from observed gravity values.
 PZ0249
 PZ0249;                    North         East    Units  Estimated Accuracy
 PZ0249;SPC MT       -    47,670.      354,760.      MT  (+/- 180 meters Scaled)
 PZ0249
 PZ0249                          SUPERSEDED SURVEY CONTROL
 PZ0249
 PZ0249  NGVD 29 (??/??/92) 1908.076  (m)         6260.08   (f) ADJ UNCH    1 2
 PZ0249
 PZ0249.Superseded values are not recommended for survey control.
 PZ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0249.See file dsdata.txt to determine how the superseded data were derived.
 PZ0249
 PZ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ738436(NAD 83)
 PZ0249_MARKER: DB = BENCH MARK DISK
 PZ0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0249_SP_SET: FOUNDATION
 PZ0249_STAMPING: K 317 1962
 PZ0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0249
 PZ0249  HISTORY     - Date     Condition        Report By
 PZ0249  HISTORY     - 1962     MONUMENTED       CGS
 PZ0249
 PZ0249                          STATION DESCRIPTION
 PZ0249
 PZ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0249'IN LIMA.
 PZ0249'AT LIMA, SET VERTICALLY IN THE EAST-NORTHEAST CONCRETE FOUNDATION OF
 PZ0249'THE POST OFFICE (FORMERLY BANK) BUILDING, 0.5 FOOT ABOVE THE SIDEWALK,
 PZ0249'3 1/2 FEET NORTH-NORTHWEST OF THE CENTER OF THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0266 ***********************************************************************
 PZ0266  DESIGNATION -  K 318
 PZ0266  PID         -  PZ0266
 PZ0266  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0266  USGS QUAD   -  DELL (1979)
 PZ0266
 PZ0266                         *CURRENT SURVEY CONTROL
 PZ0266  ___________________________________________________________________
 PZ0266* NAD 83(1986)-  44 44 10.     (N)    112 42 27.     (W)     SCALED    
 PZ0266* NAVD 88     -      1821.908  (meters)    5977.38   (feet)  ADJUSTED  
 PZ0266  ___________________________________________________________________
 PZ0266  GEOID HEIGHT-         -10.48  (meters)                     GEOID03
 PZ0266  DYNAMIC HT  -        1820.978 (meters)    5974.33  (feet)  COMP
 PZ0266  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 PZ0266
 PZ0266  VERT ORDER  -  FIRST     CLASS II
 PZ0266
 PZ0266.The horizontal coordinates were scaled from a topographic map and have
 PZ0266.an estimated accuracy of +/- 6 seconds.
 PZ0266
 PZ0266.The orthometric height was determined by differential leveling
 PZ0266.and adjusted by the National Geodetic Survey in June 1991..
 PZ0266
 PZ0266.The geoid height was determined by GEOID03.
 PZ0266
 PZ0266.The dynamic height is computed by dividing the NAVD 88
 PZ0266.geopotential number by the normal gravity value computed on the
 PZ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0266.degrees latitude (g = 980.6199 gals.).
 PZ0266
 PZ0266.The modeled gravity was interpolated from observed gravity values.
 PZ0266
 PZ0266;                    North         East    Units  Estimated Accuracy
 PZ0266;SPC MT       -    59,240.      345,970.      MT  (+/- 180 meters Scaled)
 PZ0266
 PZ0266                          SUPERSEDED SURVEY CONTROL
 PZ0266
 PZ0266  NGVD 29 (??/??/92) 1820.656  (m)         5973.27   (f) ADJ UNCH    1 2
 PZ0266
 PZ0266.Superseded values are not recommended for survey control.
 PZ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0266.See file dsdata.txt to determine how the superseded data were derived.
 PZ0266
 PZ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ648550(NAD 83)
 PZ0266_MARKER: DB = BENCH MARK DISK
 PZ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0266_STAMPING: K 318 1962
 PZ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0266+STABILITY: SURFACE MOTION
 PZ0266
 PZ0266  HISTORY     - Date     Condition        Report By
 PZ0266  HISTORY     - 1962     MONUMENTED       CGS
 PZ0266
 PZ0266                          STATION DESCRIPTION
 PZ0266
 PZ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0266'1.0 MI NW FROM DELL.
 PZ0266'1.0 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0266'AT DELL, 5.3 FEET NORTH-NORTHWEST OF MILEPOLE 289, 46 FEET
 PZ0266'EAST-NORTHEAST OF THE NEAR RAIL, 52 FEET WEST-SOUTHWEST OF A FENCE,
 PZ0266'1.7 FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 PZ0266'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 PZ0266'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0285 ***********************************************************************
 PZ0285  DESIGNATION -  K 319
 PZ0285  PID         -  PZ0285
 PZ0285  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0285  USGS QUAD   -  RED ROCK (1979)
 PZ0285
 PZ0285                         *CURRENT SURVEY CONTROL
 PZ0285  ___________________________________________________________________
 PZ0285* NAD 83(1986)-  44 55 14.     (N)    112 49 32.     (W)     SCALED    
 PZ0285* NAVD 88     -      1709.274  (meters)    5607.84   (feet)  ADJUSTED  
 PZ0285  ___________________________________________________________________
 PZ0285  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 PZ0285  DYNAMIC HT  -        1708.420 (meters)    5605.04  (feet)  COMP
 PZ0285  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 PZ0285
 PZ0285  VERT ORDER  -  FIRST     CLASS II
 PZ0285
 PZ0285.The horizontal coordinates were scaled from a topographic map and have
 PZ0285.an estimated accuracy of +/- 6 seconds.
 PZ0285
 PZ0285.The orthometric height was determined by differential leveling
 PZ0285.and adjusted by the National Geodetic Survey in June 1991..
 PZ0285
 PZ0285.The geoid height was determined by GEOID03.
 PZ0285
 PZ0285.The dynamic height is computed by dividing the NAVD 88
 PZ0285.geopotential number by the normal gravity value computed on the
 PZ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0285.degrees latitude (g = 980.6199 gals.).
 PZ0285
 PZ0285.The modeled gravity was interpolated from observed gravity values.
 PZ0285
 PZ0285;                    North         East    Units  Estimated Accuracy
 PZ0285;SPC MT       -    80,110.      337,490.      MT  (+/- 180 meters Scaled)
 PZ0285
 PZ0285                          SUPERSEDED SURVEY CONTROL
 PZ0285
 PZ0285  NGVD 29 (??/??/92) 1708.022  (m)         5603.74   (f) ADJ UNCH    1 2
 PZ0285
 PZ0285.Superseded values are not recommended for survey control.
 PZ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0285.See file dsdata.txt to determine how the superseded data were derived.
 PZ0285
 PZ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ559757(NAD 83)
 PZ0285_MARKER: DB = BENCH MARK DISK
 PZ0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0285_SP_SET: PILLAR
 PZ0285_STAMPING: K 319 1962
 PZ0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0285
 PZ0285  HISTORY     - Date     Condition        Report By
 PZ0285  HISTORY     - 1962     MONUMENTED       CGS
 PZ0285
 PZ0285                          STATION DESCRIPTION
 PZ0285
 PZ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PZ0285'1.3 MI NW FROM RED ROCK.
 PZ0285'1.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0285'AT RED ROCK, 2 1/2 POLES NORTHWEST OF MILEPOLE 303, SET VERTICALLY IN
 PZ0285'THE EAST-NORTHEAST FACE OF THE NORTH-NORTHWEST CONCRETE PILLAR FOR
 PZ0285'U.S. HIGHWAY 91 BRIDGE OVER A COUNTY ROAD, 134 FEET WEST-SOUTHWEST OF
 PZ0285'THE NEAR RAIL, 15 1/2 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 PZ0285'ROAD, ABOUT 5 1/2 FEET LOWER THAN THE TRACK, AND 2.0 FEET ABOVE THE
 PZ0285'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0069 ***********************************************************************
 QX0069  DESIGNATION -  K 32
 QX0069  PID         -  QX0069
 QX0069  STATE/COUNTY-  MT/PARK
 QX0069  USGS QUAD   -  DAILEY LAKE (1988)
 QX0069
 QX0069                         *CURRENT SURVEY CONTROL
 QX0069  ___________________________________________________________________
 QX0069* NAD 83(1986)-  45 20 46.     (N)    110 45 26.     (W)     SCALED    
 QX0069* NAVD 88     -      1502.371  (meters)    4929.03   (feet)  ADJUSTED  
 QX0069  ___________________________________________________________________
 QX0069  GEOID HEIGHT-          -9.60  (meters)                     GEOID03
 QX0069  DYNAMIC HT  -        1501.732 (meters)    4926.93  (feet)  COMP
 QX0069  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 QX0069  OBS GRAVITY -     980,139.9   (mgal)                       GRAV_OBS
 QX0069
 QX0069  VERT ORDER  -  FIRST     CLASS II
 QX0069
 QX0069.The horizontal coordinates were scaled from a topographic map and have
 QX0069.an estimated accuracy of +/- 6 seconds.
 QX0069
 QX0069.The orthometric height was determined by differential leveling
 QX0069.and adjusted by the National Geodetic Survey in June 1991..
 QX0069
 QX0069.The geoid height was determined by GEOID03.
 QX0069
 QX0069.The dynamic height is computed by dividing the NAVD 88
 QX0069.geopotential number by the normal gravity value computed on the
 QX0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0069.degrees latitude (g = 980.6199 gals.).
 QX0069
 QX0069.The modeled gravity was interpolated from observed gravity values.
 QX0069.The observed gravity was obtained from relative gravimeter ties
 QX0069.to the IGSN71 gravity network.
 QX0069
 QX0069;                    North         East    Units  Estimated Accuracy
 QX0069;SPC MT       -   122,620.      501,490.      MT  (+/- 180 meters Scaled)
 QX0069
 QX0069                          SUPERSEDED SURVEY CONTROL
 QX0069
 QX0069  NGVD 29 (08/20/92) 1501.170  (m)         4925.09   (f) ADJUSTED    1 2
 QX0069
 QX0069.Superseded values are not recommended for survey control.
 QX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0069.See file dsdata.txt to determine how the superseded data were derived.
 QX0069
 QX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR190214(NAD 83)
 QX0069_MARKER: DB = BENCH MARK DISK
 QX0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0069_SP_SET: CULVERT
 QX0069_STAMPING: K 32 1923 4924.833
 QX0069_MARK LOGO: CGS   
 QX0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0069
 QX0069  HISTORY     - Date     Condition        Report By
 QX0069  HISTORY     - 1923     MONUMENTED       CGS
 QX0069  HISTORY     - 1960     GOOD             NGS
 QX0069  HISTORY     - 1983     GOOD             NGS
 QX0069
 QX0069                          STATION DESCRIPTION
 QX0069
 QX0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0069'1.95 MI SW FROM EMIGRANT.
 QX0069'ABOUT 1.95 MILES SOUTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0069'RAILWAY FROM THE POST OFFICE AT EMIGRANT, IN SECTION 4, T 6 S, R 8 E,
 QX0069'11 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF THE NORTHEAST
 QX0069'END OF THE NORTHWEST CONCRETE HEADWALL OF A LARGE ARCHED CONCRETE
 QX0069'CULVERT, 5 RAILS SOUTHWEST OF MILEPOST 25, 0.1 MILE NORTH OF THE
 QX0069'EMIGRANT SCHOOL BUILDING, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 QX0069'TRACK.
 QX0069
 QX0069                          STATION RECOVERY (1983)
 QX0069
 QX0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0069'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  38.6 KM (24.0
 QX0069'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0069'HIGHWAY 90 IN LIVINGSTON, IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 QX0069'HEADWALL OF AN ARCHED CULVERT UNDER THE OLD RAILROAD BED, 76.2 METERS
 QX0069'(250.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.8 METERS
 QX0069'(12.5 FT) NORTHWEST OF THE CENTER OF THE OLD RAILROAD BED.
 QX0069'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0208 ***********************************************************************
 RV0208  DESIGNATION -  K 320
 RV0208  PID         -  RV0208
 RV0208  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0208  USGS QUAD   -  WALLUM (1986)
 RV0208
 RV0208                         *CURRENT SURVEY CONTROL
 RV0208  ___________________________________________________________________
 RV0208* NAD 83(1986)-  46 23 43.     (N)    109 20 39.     (W)     SCALED    
 RV0208* NAVD 88     -      1161.905  (meters)    3812.02   (feet)  ADJUSTED  
 RV0208  ___________________________________________________________________
 RV0208  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 RV0208  DYNAMIC HT  -        1161.707 (meters)    3811.37  (feet)  COMP
 RV0208  MODELED GRAV-     980,403.3   (mgal)                       NAVD 88
 RV0208
 RV0208  VERT ORDER  -  FIRST     CLASS II
 RV0208
 RV0208.The horizontal coordinates were scaled from a topographic map and have
 RV0208.an estimated accuracy of +/- 6 seconds.
 RV0208
 RV0208.The orthometric height was determined by differential leveling
 RV0208.and adjusted by the National Geodetic Survey in June 1991..
 RV0208
 RV0208.The geoid height was determined by GEOID03.
 RV0208
 RV0208.The dynamic height is computed by dividing the NAVD 88
 RV0208.geopotential number by the normal gravity value computed on the
 RV0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0208.degrees latitude (g = 980.6199 gals.).
 RV0208
 RV0208.The modeled gravity was interpolated from observed gravity values.
 RV0208
 RV0208;                    North         East    Units  Estimated Accuracy
 RV0208;SPC MT       -   238,410.      611,980.      MT  (+/- 180 meters Scaled)
 RV0208
 RV0208                          SUPERSEDED SURVEY CONTROL
 RV0208
 RV0208  NGVD 29 (??/??/92) 1161.044  (m)         3809.19   (f) ADJ UNCH    1 2
 RV0208
 RV0208.Superseded values are not recommended for survey control.
 RV0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0208.See file dsdata.txt to determine how the superseded data were derived.
 RV0208
 RV0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS272392(NAD 83)
 RV0208_MARKER: DB = BENCH MARK DISK
 RV0208_SETTING: 66 = SET IN ROCK OUTCROP
 RV0208_SP_SET: SANDSTONE OUTCROP
 RV0208_STAMPING: K 320 1962
 RV0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0208+STABILITY: POSITION/ELEVATION WELL
 RV0208
 RV0208  HISTORY     - Date     Condition        Report By
 RV0208  HISTORY     - 1962     MONUMENTED       CGS
 RV0208
 RV0208                          STATION DESCRIPTION
 RV0208
 RV0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0208'4.0 MI NW FROM FRANKLIN.
 RV0208'4.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0208'CROSSING AT FRANKLIN, 135 FEET NORTH AND ACROSS THE TRACK FROM THE
 RV0208'SIXTH POLE NORTHWEST OF MILEPOST 73, IN THE TOP OF A SANDSTONE OUTCROP
 RV0208'AT THE BASE OF A ROCKY HILL, 79 FEET NORTH-NORTHEAST OF THE NEAR RAIL,
 RV0208'37 FEET NORTH-NORTHEAST OF A FENCE, 1.5 FEET EAST OF A WITNESS POST,
 RV0208'AND ABOUT 4 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0152 ***********************************************************************
 QY0152  DESIGNATION -  K 321
 QY0152  PID         -  QY0152
 QY0152  STATE/COUNTY-  MT/BEAVERHEAD
 QY0152  USGS QUAD   -  BOND (1979)
 QY0152
 QY0152                         *CURRENT SURVEY CONTROL
 QY0152  ___________________________________________________________________
 QY0152* NAD 83(1986)-  45 19 26.     (N)    112 40 44.     (W)     SCALED    
 QY0152* NAVD 88     -      1594.745  (meters)    5232.09   (feet)  ADJUSTED  
 QY0152  ___________________________________________________________________
 QY0152  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 QY0152  DYNAMIC HT  -        1594.078 (meters)    5229.90  (feet)  COMP
 QY0152  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 QY0152
 QY0152  VERT ORDER  -  FIRST     CLASS II
 QY0152
 QY0152.The horizontal coordinates were scaled from a topographic map and have
 QY0152.an estimated accuracy of +/- 6 seconds.
 QY0152
 QY0152.The orthometric height was determined by differential leveling
 QY0152.and adjusted by the National Geodetic Survey in June 1991..
 QY0152
 QY0152.The geoid height was determined by GEOID03.
 QY0152
 QY0152.The dynamic height is computed by dividing the NAVD 88
 QY0152.geopotential number by the normal gravity value computed on the
 QY0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0152.degrees latitude (g = 980.6199 gals.).
 QY0152
 QY0152.The modeled gravity was interpolated from observed gravity values.
 QY0152
 QY0152;                    North         East    Units  Estimated Accuracy
 QY0152;SPC MT       -   124,410.      350,880.      MT  (+/- 180 meters Scaled)
 QY0152
 QY0152                          SUPERSEDED SURVEY CONTROL
 QY0152
 QY0152  NGVD 29 (??/??/92) 1593.556  (m)         5228.19   (f) ADJ UNCH    1 2
 QY0152
 QY0152.Superseded values are not recommended for survey control.
 QY0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0152.See file dsdata.txt to determine how the superseded data were derived.
 QY0152
 QY0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR684203(NAD 83)
 QY0152_MARKER: DB = BENCH MARK DISK
 QY0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0152_STAMPING: K 321 1962
 QY0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0152+STABILITY: SURFACE MOTION
 QY0152
 QY0152  HISTORY     - Date     Condition        Report By
 QY0152  HISTORY     - 1962     MONUMENTED       CGS
 QY0152
 QY0152                          STATION DESCRIPTION
 QY0152
 QY0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0152'8.0 MI N FROM DILLON.
 QY0152'8.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QY0152'DILLON, 3 FEET NORTH-NORTHWEST OF MILEPOLE 336, 46.2 FEET
 QY0152'EAST-NORTHEAST OF THE NEAR RAIL, 53.7 FEET WEST-SOUTHWEST OF A FENCE,
 QY0152'1.7 FEET EAST-NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 QY0152'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 QY0152'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0205 ***********************************************************************
 QY0205  DESIGNATION -  K 322
 QY0205  PID         -  QY0205
 QY0205  STATE/COUNTY-  MT/SILVER BOW
 QY0205  USGS QUAD   -  MELROSE (1988)
 QY0205
 QY0205                         *CURRENT SURVEY CONTROL
 QY0205  ___________________________________________________________________
 QY0205* NAD 83(1986)-  45 39 18.     (N)    112 41 27.     (W)     SCALED    
 QY0205* NAVD 88     -      1591.726  (meters)    5222.19   (feet)  ADJUSTED  
 QY0205  ___________________________________________________________________
 QY0205  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 QY0205  DYNAMIC HT  -        1591.093 (meters)    5220.11  (feet)  COMP
 QY0205  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 QY0205
 QY0205  VERT ORDER  -  FIRST     CLASS II
 QY0205
 QY0205.The horizontal coordinates were scaled from a topographic map and have
 QY0205.an estimated accuracy of +/- 6 seconds.
 QY0205
 QY0205.The orthometric height was determined by differential leveling
 QY0205.and adjusted by the National Geodetic Survey in June 1991..
 QY0205
 QY0205.The geoid height was determined by GEOID03.
 QY0205
 QY0205.The dynamic height is computed by dividing the NAVD 88
 QY0205.geopotential number by the normal gravity value computed on the
 QY0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0205.degrees latitude (g = 980.6199 gals.).
 QY0205
 QY0205.The modeled gravity was interpolated from observed gravity values.
 QY0205
 QY0205;                    North         East    Units  Estimated Accuracy
 QY0205;SPC MT       -   161,210.      351,450.      MT  (+/- 180 meters Scaled)
 QY0205
 QY0205                          SUPERSEDED SURVEY CONTROL
 QY0205
 QY0205  NGVD 29 (??/??/92) 1590.511  (m)         5218.20   (f) ADJ UNCH    1 2
 QY0205
 QY0205.Superseded values are not recommended for survey control.
 QY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0205.See file dsdata.txt to determine how the superseded data were derived.
 QY0205
 QY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR682571(NAD 83)
 QY0205_MARKER: DB = BENCH MARK DISK
 QY0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0205_STAMPING: K 322 1962
 QY0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0205+STABILITY: SURFACE MOTION
 QY0205
 QY0205  HISTORY     - Date     Condition        Report By
 QY0205  HISTORY     - 1962     MONUMENTED       CGS
 QY0205  HISTORY     - 1967     GOOD             NGS
 QY0205
 QY0205                          STATION DESCRIPTION
 QY0205
 QY0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QY0205'1.7 MI N FROM MELROSE.
 QY0205'1.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 QY0205'AT MELROSE, 8 1/2 FEET EAST OF MILEPOLE 360 1/2, 46.5 FEET EAST OF THE
 QY0205'EAST RAIL, 30 1/2 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 91, 1.5
 QY0205'FEET WEST OF A FENCE, 3.5 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT
 QY0205'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QY0205'0.4 FOOT ABOVE THE GROUND.
 QY0205
 QY0205                          STATION RECOVERY (1967)
 QY0205
 QY0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QY0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0253 ***********************************************************************
 RW0253  DESIGNATION -  K 323
 RW0253  PID         -  RW0253
 RW0253  STATE/COUNTY-  MT/JEFFERSON
 RW0253  USGS QUAD   -  EAST HELENA (1985)
 RW0253
 RW0253                         *CURRENT SURVEY CONTROL
 RW0253  ___________________________________________________________________
 RW0253* NAD 83(1986)-  46 33 49.     (N)    111 54 53.     (W)     SCALED    
 RW0253* NAVD 88     -      1208.540  (meters)    3965.02   (feet)  ADJUSTED  
 RW0253  ___________________________________________________________________
 RW0253  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 RW0253  DYNAMIC HT  -        1208.266 (meters)    3964.12  (feet)  COMP
 RW0253  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 RW0253
 RW0253  VERT ORDER  -  FIRST     CLASS II
 RW0253
 RW0253.The horizontal coordinates were scaled from a topographic map and have
 RW0253.an estimated accuracy of +/- 6 seconds.
 RW0253
 RW0253.The orthometric height was determined by differential leveling
 RW0253.and adjusted by the National Geodetic Survey in June 1991..
 RW0253
 RW0253.The geoid height was determined by GEOID03.
 RW0253
 RW0253.The dynamic height is computed by dividing the NAVD 88
 RW0253.geopotential number by the normal gravity value computed on the
 RW0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0253.degrees latitude (g = 980.6199 gals.).
 RW0253
 RW0253.The modeled gravity was interpolated from observed gravity values.
 RW0253
 RW0253;                    North         East    Units  Estimated Accuracy
 RW0253;SPC MT       -   259,950.      414,990.      MT  (+/- 180 meters Scaled)
 RW0253
 RW0253                          SUPERSEDED SURVEY CONTROL
 RW0253
 RW0253  NGVD 29 (??/??/92) 1207.480  (m)         3961.54   (f) ADJ UNCH    1 2
 RW0253
 RW0253.Superseded values are not recommended for survey control.
 RW0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0253.See file dsdata.txt to determine how the superseded data were derived.
 RW0253
 RW0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS298570(NAD 83)
 RW0253_MARKER: DB = BENCH MARK DISK
 RW0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RW0253_SP_SET: ROCK ABUTMENT
 RW0253_STAMPING: K 323 1962
 RW0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0253
 RW0253  HISTORY     - Date     Condition        Report By
 RW0253  HISTORY     - 1962     MONUMENTED       CGS
 RW0253
 RW0253                          STATION DESCRIPTION
 RW0253
 RW0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RW0253'1.2 MI S FROM EAST HELENA.
 RW0253'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE AMERICAN
 RW0253'SMELTER AND REFINING BAG BUILDING, 6 POLES SOUTHEAST OF MILEPOLE 220,
 RW0253'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE AND ROCK
 RW0253'ABUTMENT OF A BRIDGE, 4.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 RW0253'ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0211 ***********************************************************************
 ST0211  DESIGNATION -  K 324
 ST0211  PID         -  ST0211
 ST0211  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0211  USGS QUAD   -  WOLF CREEK (1979)
 ST0211
 ST0211                         *CURRENT SURVEY CONTROL
 ST0211  ___________________________________________________________________
 ST0211* NAD 83(1986)-  47 01 26.     (N)    112 03 06.     (W)     SCALED    
 ST0211* NAVD 88     -      1122.676  (meters)    3683.31   (feet)  ADJUSTED  
 ST0211  ___________________________________________________________________
 ST0211  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 ST0211  DYNAMIC HT  -        1122.529 (meters)    3682.83  (feet)  COMP
 ST0211  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 ST0211
 ST0211  VERT ORDER  -  FIRST     CLASS II
 ST0211
 ST0211.The horizontal coordinates were scaled from a topographic map and have
 ST0211.an estimated accuracy of +/- 6 seconds.
 ST0211
 ST0211.The orthometric height was determined by differential leveling
 ST0211.and adjusted by the National Geodetic Survey in June 1991..
 ST0211.WARNING-Repeat measurements at this control monument indicate possible
 ST0211.vertical movement.
 ST0211
 ST0211.The geoid height was determined by GEOID03.
 ST0211
 ST0211.The dynamic height is computed by dividing the NAVD 88
 ST0211.geopotential number by the normal gravity value computed on the
 ST0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0211.degrees latitude (g = 980.6199 gals.).
 ST0211
 ST0211.The modeled gravity was interpolated from observed gravity values.
 ST0211
 ST0211;                    North         East    Units  Estimated Accuracy
 ST0211;SPC MT       -   311,390.      406,170.      MT  (+/- 180 meters Scaled)
 ST0211
 ST0211                          SUPERSEDED SURVEY CONTROL
 ST0211
 ST0211  NGVD 29 (??/??/92) 1121.713  (m)         3680.15   (f) ADJ UNCH    1 2
 ST0211
 ST0211.Superseded values are not recommended for survey control.
 ST0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0211.See file dsdata.txt to determine how the superseded data were derived.
 ST0211
 ST0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT200083(NAD 83)
 ST0211_MARKER: DB = BENCH MARK DISK
 ST0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0211_STAMPING: K 324 1962
 ST0211_MARK LOGO: CGS   
 ST0211_PROJECTION: PROJECTING 15 CENTIMETERS
 ST0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0211+STABILITY: SURFACE MOTION
 ST0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0211+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 ST0211
 ST0211  HISTORY     - Date     Condition        Report By
 ST0211  HISTORY     - 1962     MONUMENTED       CGS
 ST0211  HISTORY     - 1979     GOOD             NGS
 ST0211  HISTORY     - 19961016 GOOD             NGS
 ST0211
 ST0211                          STATION DESCRIPTION
 ST0211
 ST0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ST0211'2.2 MI N FROM WOLF CREEK.
 ST0211'2.2 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE GREAT NORTHERN
 ST0211'RAILWAY STATION AT WOLF CREEK, AT THE JUNCTION OF A FARM ROAD EAST, 54
 ST0211'1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF THE
 ST0211'CENTER LINE OF THE ROAD, 3 FEET NORTH-NORTHWEST OF THE NORTH END OF A
 ST0211'GATE, 1.2 FEET WEST OF A FENCE, 1.2 FEET NORTHWEST OF A WITNESS POST,
 ST0211'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 ST0211'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 ST0211
 ST0211                          STATION RECOVERY (1979)
 ST0211
 ST0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ST0211'1.2 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 15 AND STATE HIGHWAY
 ST0211'287 FROM THEIR JUNCTION IN WOLF CREEK, AND THENCE 0.2 MILE NORTH
 ST0211'ALONG U.S. HIGHWAY 287, 0.2 MILE NORTH OF EXIT 228, 174 FEET
 ST0211'SOUTH-SOUTHWEST OF THE CENTER OF A FIELD ROAD LEADING WEST WITH A
 ST0211'WIRE GATE, 111 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 54 FEET
 ST0211'EAST OF THE CENTER OF THE OLD HIGHWAY, AND 12 FEET WEST OF A FENCE.
 ST0211'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ST0211
 ST0211                          STATION RECOVERY (1996)
 ST0211
 ST0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CWW)
 ST0211'20.0 MI (32.2 KM) SOUTHEAST ALONG U.S.  HIGHWAY 287 FROM THE JUNCTION
 ST0211'WITH STATE HIGHWAY 200, IN BOWMANS CORNER, 0.2 MI (0.3 KM) NORTH OF
 ST0211'EXIT 228 OF INTERSTATE HIGHWAY 15, 1.05 MI (1.69 KM) SOUTH OF MILE
 ST0211'POST 1, AT THE ENTRANCE TO THE SOUTHBOUND ONRAMP OF THE INTERSTATE
 ST0211'HIGHWAY, 174.0 FT (53.0 M) SOUTH OF THE CENTER OF A FIELD ROAD, 111.0
 ST0211'FT (33.8 M) WEST OF THE CENTER OF THE HIGHWAY, 54.0 FT (16.5 M) EAST
 ST0211'OF THE CENTER OF THE OLD HIGHWAY AND 12.0 FT (3.7 M) WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0060 ***********************************************************************
 RV0060  DESIGNATION -  K 326
 RV0060  PID         -  RV0060
 RV0060  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0060  USGS QUAD   -  BELMONT (1979)
 RV0060
 RV0060                         *CURRENT SURVEY CONTROL
 RV0060  ___________________________________________________________________
 RV0060* NAD 83(1986)-  46 12 19.     (N)    108 58 48.     (W)     SCALED    
 RV0060* NAVD 88     -      1108.916  (meters)    3638.17   (feet)  ADJUSTED  
 RV0060  ___________________________________________________________________
 RV0060  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 RV0060  DYNAMIC HT  -        1108.711 (meters)    3637.50  (feet)  COMP
 RV0060  MODELED GRAV-     980,392.0   (mgal)                       NAVD 88
 RV0060
 RV0060  VERT ORDER  -  FIRST     CLASS II
 RV0060
 RV0060.The horizontal coordinates were scaled from a topographic map and have
 RV0060.an estimated accuracy of +/- 6 seconds.
 RV0060
 RV0060.The orthometric height was determined by differential leveling
 RV0060.and adjusted by the National Geodetic Survey in June 1991..
 RV0060
 RV0060.The geoid height was determined by GEOID03.
 RV0060
 RV0060.The dynamic height is computed by dividing the NAVD 88
 RV0060.geopotential number by the normal gravity value computed on the
 RV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0060.degrees latitude (g = 980.6199 gals.).
 RV0060
 RV0060.The modeled gravity was interpolated from observed gravity values.
 RV0060
 RV0060;                    North         East    Units  Estimated Accuracy
 RV0060;SPC MT       -   217,420.      640,110.      MT  (+/- 180 meters Scaled)
 RV0060
 RV0060                          SUPERSEDED SURVEY CONTROL
 RV0060
 RV0060  NGVD 29 (??/??/92) 1108.078  (m)         3635.42   (f) ADJ UNCH    1 2
 RV0060
 RV0060.Superseded values are not recommended for survey control.
 RV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0060.See file dsdata.txt to determine how the superseded data were derived.
 RV0060
 RV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS558188(NAD 83)
 RV0060_MARKER: DB = BENCH MARK DISK
 RV0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0060_STAMPING: K 326 1962
 RV0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0060+STABILITY: SURFACE MOTION
 RV0060
 RV0060  HISTORY     - Date     Condition        Report By
 RV0060  HISTORY     - 1962     MONUMENTED       CGS
 RV0060
 RV0060                          STATION DESCRIPTION
 RV0060
 RV0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RV0060'1.65 MI S FROM BELMONT.
 RV0060'1.65 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0060'CROSSING AT BELMONT, 156 FEET SOUTH OF MILEPOST 47, 31.5 FEET
 RV0060'NORTH-NORTHEAST OF THE CENTER OF THE CROSSING OF A ROAD, 8.0 FEET EAST
 RV0060'OF THE EAST RAIL, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.2
 RV0060'FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT
 RV0060'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RV0060'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0177 ***********************************************************************
 QW0177  DESIGNATION -  K 327
 QW0177  PID         -  QW0177
 QW0177  STATE/COUNTY-  MT/YELLOWSTONE
 QW0177  USGS QUAD   -  ACTON (1956)
 QW0177
 QW0177                         *CURRENT SURVEY CONTROL
 QW0177  ___________________________________________________________________
 QW0177* NAD 83(1986)-  45 55 32.     (N)    108 40 14.     (W)     SCALED    
 QW0177* NAVD 88     -      1157.765  (meters)    3798.43   (feet)  ADJUSTED  
 QW0177  ___________________________________________________________________
 QW0177  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 QW0177  DYNAMIC HT  -        1157.517 (meters)    3797.62  (feet)  COMP
 QW0177  MODELED GRAV-     980,360.8   (mgal)                       NAVD 88
 QW0177
 QW0177  VERT ORDER  -  FIRST     CLASS II
 QW0177
 QW0177.The horizontal coordinates were scaled from a topographic map and have
 QW0177.an estimated accuracy of +/- 6 seconds.
 QW0177
 QW0177.The orthometric height was determined by differential leveling
 QW0177.and adjusted by the National Geodetic Survey in June 1991..
 QW0177
 QW0177.The geoid height was determined by GEOID03.
 QW0177
 QW0177.The dynamic height is computed by dividing the NAVD 88
 QW0177.geopotential number by the normal gravity value computed on the
 QW0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0177.degrees latitude (g = 980.6199 gals.).
 QW0177
 QW0177.The modeled gravity was interpolated from observed gravity values.
 QW0177
 QW0177;                    North         East    Units  Estimated Accuracy
 QW0177;SPC MT       -   186,550.      664,310.      MT  (+/- 180 meters Scaled)
 QW0177
 QW0177                          SUPERSEDED SURVEY CONTROL
 QW0177
 QW0177  NGVD 29 (??/??/92) 1156.933  (m)         3795.70   (f) ADJ UNCH    1 2
 QW0177
 QW0177.Superseded values are not recommended for survey control.
 QW0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0177.See file dsdata.txt to determine how the superseded data were derived.
 QW0177
 QW0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR806884(NAD 83)
 QW0177_MARKER: DB = BENCH MARK DISK
 QW0177_SETTING: 66 = SET IN ROCK OUTCROP
 QW0177_SP_SET: ROCK LEDGE
 QW0177_STAMPING: K 327 1962
 QW0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0177+STABILITY: POSITION/ELEVATION WELL
 QW0177
 QW0177  HISTORY     - Date     Condition        Report By
 QW0177  HISTORY     - 1962     MONUMENTED       CGS
 QW0177
 QW0177                          STATION DESCRIPTION
 QW0177
 QW0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QW0177'0.6 MI SE FROM ACTON.
 QW0177'0.6 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE OCCIDENT
 QW0177'ELEVATOR AT ACTON, 330 FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM
 QW0177'MILEPOST 21, SET VERTICALLY IN THE EAST-NORTHEAST FACE OF A ROCK
 QW0177'LEDGE, 12 FEET WEST-SOUTHWEST OF THE NEAR RAIL, 3.6 FEET SOUTHWEST OF
 QW0177'A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK, AND 3.0 FEET ABOVE
 QW0177'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0872 ***********************************************************************
 SS0872  DESIGNATION -  K 328
 SS0872  PID         -  SS0872
 SS0872  STATE/COUNTY-  MT/CASCADE
 SS0872  USGS QUAD   -  ROCKY REEF (1961)
 SS0872
 SS0872                         *CURRENT SURVEY CONTROL
 SS0872  ___________________________________________________________________
 SS0872* NAD 83(1986)-  47 14 28.     (N)    111 43 42.     (W)     SCALED    
 SS0872* NAVD 88     -      1024.040  (meters)    3359.70   (feet)  ADJUSTED  
 SS0872  ___________________________________________________________________
 SS0872  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 SS0872  DYNAMIC HT  -        1023.930 (meters)    3359.34  (feet)  COMP
 SS0872  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 SS0872
 SS0872  VERT ORDER  -  FIRST     CLASS II
 SS0872
 SS0872.The horizontal coordinates were scaled from a topographic map and have
 SS0872.an estimated accuracy of +/- 6 seconds.
 SS0872
 SS0872.The orthometric height was determined by differential leveling
 SS0872.and adjusted by the National Geodetic Survey in June 1991..
 SS0872
 SS0872.The geoid height was determined by GEOID03.
 SS0872
 SS0872.The dynamic height is computed by dividing the NAVD 88
 SS0872.geopotential number by the normal gravity value computed on the
 SS0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0872.degrees latitude (g = 980.6199 gals.).
 SS0872
 SS0872.The modeled gravity was interpolated from observed gravity values.
 SS0872
 SS0872;                    North         East    Units  Estimated Accuracy
 SS0872;SPC MT       -   334,770.      431,410.      MT  (+/- 180 meters Scaled)
 SS0872
 SS0872                          SUPERSEDED SURVEY CONTROL
 SS0872
 SS0872  NGVD 29 (??/??/92) 1023.112  (m)         3356.66   (f) ADJ UNCH    1 2
 SS0872
 SS0872.Superseded values are not recommended for survey control.
 SS0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0872.See file dsdata.txt to determine how the superseded data were derived.
 SS0872
 SS0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT448322(NAD 83)
 SS0872_MARKER: DB = BENCH MARK DISK
 SS0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0872_STAMPING: K 328 1962
 SS0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0872+STABILITY: SURFACE MOTION
 SS0872
 SS0872  HISTORY     - Date     Condition        Report By
 SS0872  HISTORY     - 1962     MONUMENTED       CGS
 SS0872  HISTORY     - 1979     GOOD             NGS
 SS0872
 SS0872                          STATION DESCRIPTION
 SS0872
 SS0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SS0872'2.6 MI SW FROM CASCADE.
 SS0872'2.6 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0872'AT CASCADE, 27.5 FEET NORTHWEST OF MILEPOST 147, 39 FEET NORTHWEST OF
 SS0872'THE NORTHWEST RAIL, 3 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 9.0 FEET
 SS0872'SOUTHEAST OF A FENCE, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 5
 SS0872'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SS0872'PROJECTING 0.5 FOOT ABOVE THE GROUND..
 SS0872
 SS0872                          STATION RECOVERY (1979)
 SS0872
 SS0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0106 ***********************************************************************
 QX0106  DESIGNATION -  K 33
 QX0106  PID         -  QX0106
 QX0106  STATE/COUNTY-  MT/PARK
 QX0106  USGS QUAD   -  GARDINER (1986)
 QX0106
 QX0106                         *CURRENT SURVEY CONTROL
 QX0106  ___________________________________________________________________
 QX0106* NAD 83(1986)-  45 01 54.     (N)    110 42 45.     (W)     SCALED    
 QX0106* NAVD 88     -      1607.139  (meters)    5272.76   (feet)  POSTED    
 QX0106  ___________________________________________________________________
 QX0106  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 QX0106  DYNAMIC HT  -        1606.360 (meters)    5270.20  (feet)  COMP
 QX0106  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 QX0106
 QX0106  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QX0106
 QX0106.The horizontal coordinates were scaled from a topographic map and have
 QX0106.an estimated accuracy of +/- 6 seconds.
 QX0106
 QX0106.The orthometric height was determined by differential leveling
 QX0106.and adjusted by the National Geodetic Survey in 1992..
 QX0106.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QX0106.rate of 0.0 thru 1.0 mm/km.
 QX0106
 QX0106.The geoid height was determined by GEOID03.
 QX0106
 QX0106.The dynamic height is computed by dividing the NAVD 88
 QX0106.geopotential number by the normal gravity value computed on the
 QX0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0106.degrees latitude (g = 980.6199 gals.).
 QX0106
 QX0106.The modeled gravity was interpolated from observed gravity values.
 QX0106
 QX0106;                    North         East    Units  Estimated Accuracy
 QX0106;SPC MT       -    87,620.      504,460.      MT  (+/- 180 meters Scaled)
 QX0106
 QX0106                          SUPERSEDED SURVEY CONTROL
 QX0106
 QX0106  NGVD 29 (??/??/92) 1605.854  (m)         5268.54   (f) ADJ UNCH    1 2
 QX0106
 QX0106.Superseded values are not recommended for survey control.
 QX0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0106.See file dsdata.txt to determine how the superseded data were derived.
 QX0106
 QX0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ226865(NAD 83)
 QX0106_MARKER: DB = BENCH MARK DISK
 QX0106_SETTING: 80 = SET IN A BOULDER
 QX0106_SP_SET: BOULDER
 QX0106_STAMPING: K 33 1923 5268.539
 QX0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0106+STABILITY: SURFACE MOTION
 QX0106
 QX0106  HISTORY     - Date     Condition        Report By
 QX0106  HISTORY     - 1923     MONUMENTED       CGS
 QX0106  HISTORY     - 1960     GOOD             NGS
 QX0106  HISTORY     - 1980     MARK NOT FOUND   USGS
 QX0106  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0106
 QX0106                          STATION DESCRIPTION
 QX0106
 QX0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0106'0.15 MI NW FROM GARDINER.
 QX0106'ABOUT 0.15 MILE NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0106'RAILWAY FROM THE STATION AT GARDINER, IN SECTION 23, T 9 S, R 8 E,
 QX0106'NEAR THE SOUTHWEST PART OF A TURN AROUND CIRCLE IN THE TRACK, 13 1/2
 QX0106'FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF A 3 BY 3 FOOT
 QX0106'BOULDER WHICH PROJECTS 1 1/2 FEET, 0.1 MILE SOUTHWEST OF A
 QX0106'SCHOOLHOUSE, 0.1 MILE SOUTHEAST OF A TRESTLE, 18 FEET WEST OF A
 QX0106'TELEPHONE POLE BEARING A LINE WHICH CROSSES THE TRACK, ON THE
 QX0106'SOUTHWEST SIDE OF A HILL COVERED WITH BOULDERS, AND ABOUT LEVEL WITH
 QX0106'THE TRACK.
 QX0106
 QX0106                          STATION RECOVERY (1980)
 QX0106
 QX0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QX0106'MARK NOT FOUND.
 QX0106
 QX0106                          STATION RECOVERY (1983)
 QX0106
 QX0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0020 ***********************************************************************
 QU0020  DESIGNATION -  K 34
 QU0020  PID         -  QU0020
 QU0020  STATE/COUNTY-  MT/CARTER
 QU0020  USGS QUAD   -  BELLTOWER BUTTE (1993)
 QU0020
 QU0020                         *CURRENT SURVEY CONTROL
 QU0020  ___________________________________________________________________
 QU0020* NAD 83(1986)-  45 35 00.     (N)    104 16 30.     (W)     SCALED    
 QU0020* NAVD 88     -      1121.428  (meters)    3679.22   (feet)  ADJUSTED  
 QU0020  ___________________________________________________________________
 QU0020  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 QU0020  DYNAMIC HT  -        1121.190 (meters)    3678.44  (feet)  COMP
 QU0020  MODELED GRAV-     980,363.8   (mgal)                       NAVD 88
 QU0020
 QU0020  VERT ORDER  -  FIRST     CLASS II
 QU0020
 QU0020.The horizontal coordinates were scaled from a topographic map and have
 QU0020.an estimated accuracy of +/- 6 seconds.
 QU0020
 QU0020.The orthometric height was determined by differential leveling
 QU0020.and adjusted by the National Geodetic Survey in June 1991..
 QU0020
 QU0020.The geoid height was determined by GEOID03.
 QU0020
 QU0020.The dynamic height is computed by dividing the NAVD 88
 QU0020.geopotential number by the normal gravity value computed on the
 QU0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0020.degrees latitude (g = 980.6199 gals.).
 QU0020
 QU0020.The modeled gravity was interpolated from observed gravity values.
 QU0020
 QU0020;                    North         East    Units  Estimated Accuracy
 QU0020;SPC MT       -   161,780.    1,007,350.      MT  (+/- 180 meters Scaled)
 QU0020
 QU0020                          SUPERSEDED SURVEY CONTROL
 QU0020
 QU0020  NGVD 29 (??/??/92) 1120.843  (m)         3677.30   (f) ADJ UNCH    1 2
 QU0020
 QU0020.Superseded values are not recommended for survey control.
 QU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0020.See file dsdata.txt to determine how the superseded data were derived.
 QU0020
 QU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL565480(NAD 83)
 QU0020_MARKER: DB = BENCH MARK DISK
 QU0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0020_STAMPING: K 34 1934
 QU0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0020+STABILITY: SURFACE MOTION
 QU0020
 QU0020  HISTORY     - Date     Condition        Report By
 QU0020  HISTORY     - 1934     MONUMENTED       CGS
 QU0020  HISTORY     - 1953     GOOD             NGS
 QU0020
 QU0020                          STATION DESCRIPTION
 QU0020
 QU0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0020'18 MI NW FROM CAMP COOK.
 QU0020'IN CARTER COUNTY, MONTANA, 18 MILES NORTHWEST ALONG THE ROAD TO
 QU0020'BROADUS FROM CAMP CROOK, HARDING COUNTY, SOUTH DAKOTA, 110
 QU0020'YARDS NORTH OF A WOODEN BRIDGE OVER A CREEK, 10 YARDS SOUTH
 QU0020'OF THE ENTRANCE TO THE DEER TRAIL RANCH, (ENTRANCE HAS BEEN
 QU0020'CHANGED), 58 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 20
 QU0020'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QU0020'K 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0336 ***********************************************************************
 RU0336  DESIGNATION -  K 35
 RU0336  PID         -  RU0336
 RU0336  STATE/COUNTY-  MT/ROSEBUD
 RU0336  USGS QUAD   -  VANANDA (1983)
 RU0336
 RU0336                         *CURRENT SURVEY CONTROL
 RU0336  ___________________________________________________________________
 RU0336* NAD 83(1986)-  46 25 05.     (N)    107 02 56.     (W)     SCALED    
 RU0336* NAVD 88     -       838.242  (meters)    2750.13   (feet)  ADJUSTED  
 RU0336  ___________________________________________________________________
 RU0336  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 RU0336  DYNAMIC HT  -         838.158 (meters)    2749.86  (feet)  COMP
 RU0336  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 RU0336
 RU0336  VERT ORDER  -  FIRST     CLASS II
 RU0336
 RU0336.The horizontal coordinates were scaled from a topographic map and have
 RU0336.an estimated accuracy of +/- 6 seconds.
 RU0336
 RU0336.The orthometric height was determined by differential leveling
 RU0336.and adjusted by the National Geodetic Survey in June 1991..
 RU0336
 RU0336.The geoid height was determined by GEOID03.
 RU0336
 RU0336.The dynamic height is computed by dividing the NAVD 88
 RU0336.geopotential number by the normal gravity value computed on the
 RU0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0336.degrees latitude (g = 980.6199 gals.).
 RU0336
 RU0336.The modeled gravity was interpolated from observed gravity values.
 RU0336
 RU0336;                    North         East    Units  Estimated Accuracy
 RU0336;SPC MT       -   243,870.      788,300.      MT  (+/- 180 meters Scaled)
 RU0336
 RU0336                          SUPERSEDED SURVEY CONTROL
 RU0336
 RU0336  NGVD 29 (??/??/92)  837.592  (m)         2748.00   (f) ADJ UNCH    1 2
 RU0336
 RU0336.Superseded values are not recommended for survey control.
 RU0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0336.See file dsdata.txt to determine how the superseded data were derived.
 RU0336
 RU0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM425425(NAD 83)
 RU0336_MARKER: DB = BENCH MARK DISK
 RU0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0336_STAMPING: K 35 1931
 RU0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0336+STABILITY: SURFACE MOTION
 RU0336
 RU0336  HISTORY     - Date     Condition        Report By
 RU0336  HISTORY     - 1931     MONUMENTED       CGS
 RU0336
 RU0336                          STATION DESCRIPTION
 RU0336
 RU0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RU0336'2.8 MI NW FROM VANANDA.
 RU0336'ABOUT 2.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RU0336'PACIFIC RAILROAD FROM THE STATION AT VANANDA, ROSEBUD COUNTY, ABOUT
 RU0336'0.4 MILE NORTH OF MILEPOST 1184, AT A PRIVATE-ROAD CROSSING, 98 FEET
 RU0336'EAST OF THE TRACK, AND 6 FEET NORTH OF A GATE.  A STANDARD DISK,
 RU0336'STAMPED K 35 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0414 ***********************************************************************
 SU0414  DESIGNATION -  K 351
 SU0414  PID         -  SU0414
 SU0414  STATE/COUNTY-  MT/MINERAL
 SU0414  USGS QUAD   -  HAUGAN (1988)
 SU0414
 SU0414                         *CURRENT SURVEY CONTROL
 SU0414  ___________________________________________________________________
 SU0414* NAD 83(1986)-  47 23 40.     (N)    115 26 02.     (W)     SCALED    
 SU0414* NAVD 88     -       976.423  (meters)    3203.48   (feet)  ADJUSTED  
 SU0414  ___________________________________________________________________
 SU0414  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 SU0414  DYNAMIC HT  -         976.340 (meters)    3203.21  (feet)  COMP
 SU0414  MODELED GRAV-     980,495.5   (mgal)                       NAVD 88
 SU0414
 SU0414  VERT ORDER  -  SECOND    CLASS 0
 SU0414
 SU0414.The horizontal coordinates were scaled from a topographic map and have
 SU0414.an estimated accuracy of +/- 6 seconds.
 SU0414
 SU0414.The orthometric height was determined by differential leveling
 SU0414.and adjusted by the National Geodetic Survey in June 1991..
 SU0414
 SU0414.The geoid height was determined by GEOID03.
 SU0414
 SU0414.The dynamic height is computed by dividing the NAVD 88
 SU0414.geopotential number by the normal gravity value computed on the
 SU0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0414.degrees latitude (g = 980.6199 gals.).
 SU0414
 SU0414.The modeled gravity was interpolated from observed gravity values.
 SU0414
 SU0414;                    North         East    Units  Estimated Accuracy
 SU0414;SPC MT       -   366,350.      152,720.      MT  (+/- 180 meters Scaled)
 SU0414
 SU0414                          SUPERSEDED SURVEY CONTROL
 SU0414
 SU0414  NGVD 29 (??/??/92)  975.25   (m)         3199.6    (f) COMPUTED    2 0
 SU0414
 SU0414.Superseded values are not recommended for survey control.
 SU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0414.See file dsdata.txt to determine how the superseded data were derived.
 SU0414
 SU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN181501(NAD 83)
 SU0414_MARKER: DB = BENCH MARK DISK
 SU0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0414_STAMPING: K 351 1935
 SU0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0414+STABILITY: SURFACE MOTION
 SU0414
 SU0414  HISTORY     - Date     Condition        Report By
 SU0414  HISTORY     - 1935     MONUMENTED       CGS
 SU0414  HISTORY     - 1953     MARK NOT FOUND   NGS
 SU0414
 SU0414                          STATION DESCRIPTION
 SU0414
 SU0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SU0414'1.7 MI W FROM HAUGAN.
 SU0414'1.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0414'HAUGAN, MINERAL COUNTY, 0.6 MILE EAST OF MILEPOST 21, 117 FEET EAST OF
 SU0414'THE SIGN AT WILEYS SIDING, 150 FEET SOUTH OF THE CENTERLINE OF U.S.
 SU0414'HIGHWAY 10, 54 FEET SOUTHEAST OF A 10-INCH PINE TREE, AND 28.5 FEET
 SU0414'NORTH OF THE CENTERLINE OF THE NEAR TRACK.  A STANDARD DISK SET IN THE
 SU0414'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0421 ***********************************************************************
 SU0421  DESIGNATION -  K 352
 SU0421  PID         -  SU0421
 SU0421  STATE/COUNTY-  MT/MINERAL
 SU0421  USGS QUAD   -  DE BORGIA SOUTH (1988)
 SU0421
 SU0421                         *CURRENT SURVEY CONTROL
 SU0421  ___________________________________________________________________
 SU0421* NAD 83(1986)-  47 21 47.     (N)    115 16 32.     (W)     SCALED    
 SU0421* NAVD 88     -       920.975  (meters)    3021.57   (feet)  ADJUSTED  
 SU0421  ___________________________________________________________________
 SU0421  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 SU0421  DYNAMIC HT  -         920.894 (meters)    3021.30  (feet)  COMP
 SU0421  MODELED GRAV-     980,495.0   (mgal)                       NAVD 88
 SU0421
 SU0421  VERT ORDER  -  SECOND    CLASS 0
 SU0421
 SU0421.The horizontal coordinates were scaled from a topographic map and have
 SU0421.an estimated accuracy of +/- 6 seconds.
 SU0421
 SU0421.The orthometric height was determined by differential leveling
 SU0421.and adjusted by the National Geodetic Survey in June 1991..
 SU0421
 SU0421.The geoid height was determined by GEOID03.
 SU0421
 SU0421.The dynamic height is computed by dividing the NAVD 88
 SU0421.geopotential number by the normal gravity value computed on the
 SU0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0421.degrees latitude (g = 980.6199 gals.).
 SU0421
 SU0421.The modeled gravity was interpolated from observed gravity values.
 SU0421
 SU0421;                    North         East    Units  Estimated Accuracy
 SU0421;SPC MT       -   361,980.      164,370.      MT  (+/- 180 meters Scaled)
 SU0421
 SU0421                          SUPERSEDED SURVEY CONTROL
 SU0421
 SU0421  NGVD 29 (??/??/92)  919.824  (m)         3017.79   (f) ADJ UNCH    2 0
 SU0421
 SU0421.Superseded values are not recommended for survey control.
 SU0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0421.See file dsdata.txt to determine how the superseded data were derived.
 SU0421
 SU0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN302469(NAD 83)
 SU0421_MARKER: DB = BENCH MARK DISK
 SU0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0421_STAMPING: K 352 1935
 SU0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0421+STABILITY: SURFACE MOTION
 SU0421
 SU0421  HISTORY     - Date     Condition        Report By
 SU0421  HISTORY     - 1935     MONUMENTED       CGS
 SU0421  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0421
 SU0421                          STATION DESCRIPTION
 SU0421
 SU0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0421'4.1 MI E FROM DE BORGIA.
 SU0421'4.1 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0421'STATION AT DE BORGIA, MINERAL COUNTY, 0.6 MILE WEST OF CABIN CITY, 0.1
 SU0421'MILE SOUTHWEST OF A LOG CABIN AND OLD FARM BUILDINGS, IN A FLAT OPEN
 SU0421'SPACE, 300 FEET SOUTHEAST OF THE SOUTHEAST END OF A STEEP HILL, 48.5
 SU0421'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 23.2 FEET
 SU0421'NORTHWEST OF A TELEPHONE POLE.  A STANDARD DISK SET IN THE TOP OF A
 SU0421'CONCRETE POST.
 SU0421
 SU0421                          STATION RECOVERY (1982)
 SU0421
 SU0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0206 ***********************************************************************
 TJ0206  DESIGNATION -  K 353
 TJ0206  PID         -  TJ0206
 TJ0206  STATE/COUNTY-  MT/VALLEY
 TJ0206  USGS QUAD   -  WHEELER (1978)
 TJ0206
 TJ0206                         *CURRENT SURVEY CONTROL
 TJ0206  ___________________________________________________________________
 TJ0206* NAD 83(1986)-  48 06 36.     (N)    106 35 53.     (W)     SCALED    
 TJ0206* NAVD 88     -       666.312  (meters)    2186.06   (feet)  ADJUSTED  
 TJ0206  ___________________________________________________________________
 TJ0206  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TJ0206  DYNAMIC HT  -         666.384 (meters)    2186.29  (feet)  COMP
 TJ0206  MODELED GRAV-     980,696.4   (mgal)                       NAVD 88
 TJ0206
 TJ0206  VERT ORDER  -  FIRST     CLASS II
 TJ0206
 TJ0206.The horizontal coordinates were scaled from a topographic map and have
 TJ0206.an estimated accuracy of +/- 6 seconds.
 TJ0206
 TJ0206.The orthometric height was determined by differential leveling
 TJ0206.and adjusted by the National Geodetic Survey in June 1991..
 TJ0206
 TJ0206.The geoid height was determined by GEOID03.
 TJ0206
 TJ0206.The dynamic height is computed by dividing the NAVD 88
 TJ0206.geopotential number by the normal gravity value computed on the
 TJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0206.degrees latitude (g = 980.6199 gals.).
 TJ0206
 TJ0206.The modeled gravity was interpolated from observed gravity values.
 TJ0206
 TJ0206;                    North         East    Units  Estimated Accuracy
 TJ0206;SPC MT       -   432,920.      815,960.      MT  (+/- 180 meters Scaled)
 TJ0206
 TJ0206                          SUPERSEDED SURVEY CONTROL
 TJ0206
 TJ0206  NGVD 29 (??/??/92)  665.702  (m)         2184.06   (f) ADJ UNCH    1 2
 TJ0206
 TJ0206.Superseded values are not recommended for survey control.
 TJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0206.See file dsdata.txt to determine how the superseded data were derived.
 TJ0206
 TJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP810297(NAD 83)
 TJ0206_MARKER: P = PIPE CAP
 TJ0206_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0206_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0206_STAMPING: R M S 8 46
 TJ0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0206
 TJ0206  HISTORY     - Date     Condition        Report By
 TJ0206  HISTORY     - UNK      MONUMENTED       USGLO
 TJ0206  HISTORY     - 1948     GOOD             NGS
 TJ0206
 TJ0206                          STATION DESCRIPTION
 TJ0206
 TJ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0206'6.9 MI SE FROM GLASGOW.
 TJ0206'6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TJ0206'RAILWAY STATION AT GLASGOW, 50.0 FEET NORTH OF THE CENTER LINE OF A
 TJ0206'FIELD ROAD LEADING EAST, 38.1 FEET EAST OF AND 3.0 FEET LOWER THAN THE
 TJ0206'CENTER LINE OF THE HIGHWAY, 0.6 FOOT WEST OF A REFERENCE POST, A
 TJ0206'GENERAL LAND OFFICE SURVEY CAP RIVETED ON TOP OF AN IRON PIPE
 TJ0206'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0197 ***********************************************************************
 TJ0197  DESIGNATION -  K 354
 TJ0197  PID         -  TJ0197
 TJ0197  STATE/COUNTY-  MT/VALLEY
 TJ0197  USGS QUAD   -  FORT PECK (1972)
 TJ0197
 TJ0197                         *CURRENT SURVEY CONTROL
 TJ0197  ___________________________________________________________________
 TJ0197* NAD 83(1986)-  48 00 11.     (N)    106 29 37.     (W)     SCALED    
 TJ0197* NAVD 88     -       717.305  (meters)    2353.36   (feet)  ADJUSTED  
 TJ0197  ___________________________________________________________________
 TJ0197  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TJ0197  DYNAMIC HT  -         717.366 (meters)    2353.56  (feet)  COMP
 TJ0197  MODELED GRAV-     980,673.3   (mgal)                       NAVD 88
 TJ0197
 TJ0197  VERT ORDER  -  FIRST     CLASS II
 TJ0197
 TJ0197.The horizontal coordinates were scaled from a topographic map and have
 TJ0197.an estimated accuracy of +/- 6 seconds.
 TJ0197
 TJ0197.The orthometric height was determined by differential leveling
 TJ0197.and adjusted by the National Geodetic Survey in June 1991..
 TJ0197
 TJ0197.The geoid height was determined by GEOID03.
 TJ0197
 TJ0197.The dynamic height is computed by dividing the NAVD 88
 TJ0197.geopotential number by the normal gravity value computed on the
 TJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0197.degrees latitude (g = 980.6199 gals.).
 TJ0197
 TJ0197.The modeled gravity was interpolated from observed gravity values.
 TJ0197
 TJ0197;                    North         East    Units  Estimated Accuracy
 TJ0197;SPC MT       -   421,340.      824,180.      MT  (+/- 180 meters Scaled)
 TJ0197
 TJ0197                          SUPERSEDED SURVEY CONTROL
 TJ0197
 TJ0197  NGVD 29 (??/??/92)  716.678  (m)         2351.30   (f) ADJ UNCH    1 2
 TJ0197
 TJ0197.Superseded values are not recommended for survey control.
 TJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0197.See file dsdata.txt to determine how the superseded data were derived.
 TJ0197
 TJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP885177(NAD 83)
 TJ0197_MARKER: DB = BENCH MARK DISK
 TJ0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TJ0197_SP_SET: RESERVOIR
 TJ0197_STAMPING: K 354 1948
 TJ0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0197
 TJ0197  HISTORY     - Date     Condition        Report By
 TJ0197  HISTORY     - 1948     MONUMENTED       CGS
 TJ0197  HISTORY     - 1981     GOOD             LOCSUR
 TJ0197
 TJ0197                          STATION DESCRIPTION
 TJ0197
 TJ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0197'2.4 MI SNW FROM FORT PECK.
 TJ0197'0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT FORT
 TJ0197'PECK, THENCE 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 22, AT THE
 TJ0197'RESERVOIR FOR THE FORT PECK CITY WATER SUPPLY, APPROXIMATELY 65 YARDS
 TJ0197'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 63.3 FEET SOUTHWEST OF
 TJ0197'THE EAST CORNER OF THE RESERVOIR, 0.5 FOOT NORTHWEST OF THE SOUTHEAST
 TJ0197'EDGE OF AND SET IN THE TOP OF THE SOUTHEAST CONCRETE WALL OF THE
 TJ0197'RESERVOIR.
 TJ0197
 TJ0197                          STATION RECOVERY (1981)
 TJ0197
 TJ0197'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TJ0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0017 ***********************************************************************
 SQ0017  DESIGNATION -  K 355
 SQ0017  PID         -  SQ0017
 SQ0017  STATE/COUNTY-  MT/MCCONE
 SQ0017  USGS QUAD   -  MC RAE SPRINGS (1973)
 SQ0017
 SQ0017                         *CURRENT SURVEY CONTROL
 SQ0017  ___________________________________________________________________
 SQ0017* NAD 83(1986)-  47 56 42.     (N)    106 12 49.     (W)     SCALED    
 SQ0017* NAVD 88     -       748.351  (meters)    2455.21   (feet)  ADJUSTED  
 SQ0017  ___________________________________________________________________
 SQ0017  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 SQ0017  DYNAMIC HT  -         748.406 (meters)    2455.40  (feet)  COMP
 SQ0017  MODELED GRAV-     980,660.2   (mgal)                       NAVD 88
 SQ0017
 SQ0017  VERT ORDER  -  FIRST     CLASS II
 SQ0017
 SQ0017.The horizontal coordinates were scaled from a topographic map and have
 SQ0017.an estimated accuracy of +/- 6 seconds.
 SQ0017
 SQ0017.The orthometric height was determined by differential leveling
 SQ0017.and adjusted by the National Geodetic Survey in June 1991..
 SQ0017
 SQ0017.The geoid height was determined by GEOID03.
 SQ0017
 SQ0017.The dynamic height is computed by dividing the NAVD 88
 SQ0017.geopotential number by the normal gravity value computed on the
 SQ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0017.degrees latitude (g = 980.6199 gals.).
 SQ0017
 SQ0017.The modeled gravity was interpolated from observed gravity values.
 SQ0017
 SQ0017;                    North         East    Units  Estimated Accuracy
 SQ0017;SPC MT       -   415,730.      845,320.      MT  (+/- 180 meters Scaled)
 SQ0017
 SQ0017                          SUPERSEDED SURVEY CONTROL
 SQ0017
 SQ0017  NGVD 29 (??/??/92)  747.727  (m)         2453.17   (f) ADJ UNCH    1 2
 SQ0017
 SQ0017.Superseded values are not recommended for survey control.
 SQ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0017.See file dsdata.txt to determine how the superseded data were derived.
 SQ0017
 SQ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDP093109(NAD 83)
 SQ0017_MARKER: DB = BENCH MARK DISK
 SQ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0017_STAMPING: K 355 1948
 SQ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0017+STABILITY: SURFACE MOTION
 SQ0017
 SQ0017  HISTORY     - Date     Condition        Report By
 SQ0017  HISTORY     - 1948     MONUMENTED       CGS
 SQ0017  HISTORY     - 1973     GOOD             USGS
 SQ0017
 SQ0017                          STATION DESCRIPTION
 SQ0017
 SQ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0017'13.1 MI SE FROM FORT PECK.
 SQ0017'2.95 MILES EAST ALONG A GRAVELED ROAD FROM THE EAST END OF THE FORT
 SQ0017'PECK DAM AT FORT PECK, THENCE 9.35 MILES SOUTHEAST ALONG A GRADED DIRT
 SQ0017'ROAD, THENCE 0.8 MILE NORTHEAST ALONG A GRADED DIRT ROAD,
 SQ0017'APPROXIMATELY 90 YARDS NORTHWEST OF THE CENTER LINE OF A CREEK, 114.0
 SQ0017'FEET SOUTHWEST OF THE CENTER LINE OF A RAVINE LEADING SOUTHEAST, 32.0
 SQ0017'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTHWEST OF A
 SQ0017'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SQ0017'FOOT ABOVE THE GROUND.  NOTE-- MARK NOW PROJECTS 1.5 FT ABOVE GROUND.
 SQ0017'WITNESS POST GONE.
 SQ0017
 SQ0017                          STATION RECOVERY (1973)
 SQ0017
 SQ0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SQ0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0139 ***********************************************************************
 TJ0139  DESIGNATION -  K 356
 TJ0139  PID         -  TJ0139
 TJ0139  STATE/COUNTY-  MT/VALLEY
 TJ0139  USGS QUAD   -  MILK RIVER HILLS (1972)
 TJ0139
 TJ0139                         *CURRENT SURVEY CONTROL
 TJ0139  ___________________________________________________________________
 TJ0139* NAD 83(1986)-  48 04 19.     (N)    106 18 46.     (W)     SCALED    
 TJ0139* NAVD 88     -       625.176  (meters)    2051.10   (feet)  ADJUSTED  
 TJ0139  ___________________________________________________________________
 TJ0139  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TJ0139  DYNAMIC HT  -         625.236 (meters)    2051.30  (feet)  COMP
 TJ0139  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 TJ0139
 TJ0139  VERT ORDER  -  FIRST     CLASS II
 TJ0139
 TJ0139.The horizontal coordinates were scaled from a topographic map and have
 TJ0139.an estimated accuracy of +/- 6 seconds.
 TJ0139
 TJ0139.The orthometric height was determined by differential leveling
 TJ0139.and adjusted by the National Geodetic Survey in June 1991..
 TJ0139
 TJ0139.The geoid height was determined by GEOID03.
 TJ0139
 TJ0139.The dynamic height is computed by dividing the NAVD 88
 TJ0139.geopotential number by the normal gravity value computed on the
 TJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0139.degrees latitude (g = 980.6199 gals.).
 TJ0139
 TJ0139.The modeled gravity was interpolated from observed gravity values.
 TJ0139
 TJ0139;                    North         East    Units  Estimated Accuracy
 TJ0139;SPC MT       -   429,520.      837,350.      MT  (+/- 180 meters Scaled)
 TJ0139
 TJ0139                          SUPERSEDED SURVEY CONTROL
 TJ0139
 TJ0139  NGVD 29 (??/??/92)  624.539  (m)         2049.01   (f) ADJ UNCH    1 2
 TJ0139
 TJ0139.Superseded values are not recommended for survey control.
 TJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0139.See file dsdata.txt to determine how the superseded data were derived.
 TJ0139
 TJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP022251(NAD 83)
 TJ0139_MARKER: DB = BENCH MARK DISK
 TJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0139_STAMPING: K 356 1948
 TJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0139+STABILITY: SURFACE MOTION
 TJ0139
 TJ0139  HISTORY     - Date     Condition        Report By
 TJ0139  HISTORY     - 1948     MONUMENTED       CGS
 TJ0139  HISTORY     - 1972     GOOD             USGS
 TJ0139
 TJ0139                          STATION DESCRIPTION
 TJ0139
 TJ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0139'3.1 MI SW FROM WIOTA.
 TJ0139'3.1 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TJ0139'AT WIOTA, AT A ROAD CROSSING, 45.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 TJ0139'TRACK, 31.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET NORTH
 TJ0139'OF A FENCE, 2.1 FEET WEST OF A REFERENCE POST, 0.5 FOOT NORTH OF A
 TJ0139'POINT IN LINE WITH A ROW OF POWER POLES, AND SET IN THE TOP OF A
 TJ0139'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0139
 TJ0139                          STATION RECOVERY (1972)
 TJ0139
 TJ0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TJ0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0313 ***********************************************************************
 SQ0313  DESIGNATION -  K 36
 SQ0313  PID         -  SQ0313
 SQ0313  STATE/COUNTY-  MT/GARFIELD
 SQ0313  USGS QUAD   -  SAND SPRINGS (1965)
 SQ0313
 SQ0313                         *CURRENT SURVEY CONTROL
 SQ0313  ___________________________________________________________________
 SQ0313* NAD 83(1986)-  47 00 38.     (N)    107 23 07.     (W)     SCALED    
 SQ0313* NAVD 88     -      1033.195  (meters)    3389.74   (feet)  ADJUSTED  
 SQ0313  ___________________________________________________________________
 SQ0313  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 SQ0313  DYNAMIC HT  -        1033.127 (meters)    3389.52  (feet)  COMP
 SQ0313  MODELED GRAV-     980,511.0   (mgal)                       NAVD 88
 SQ0313
 SQ0313  VERT ORDER  -  FIRST     CLASS II
 SQ0313
 SQ0313.The horizontal coordinates were scaled from a topographic map and have
 SQ0313.an estimated accuracy of +/- 6 seconds.
 SQ0313
 SQ0313.The orthometric height was determined by differential leveling
 SQ0313.and adjusted by the National Geodetic Survey in June 1991..
 SQ0313
 SQ0313.The geoid height was determined by GEOID03.
 SQ0313
 SQ0313.The dynamic height is computed by dividing the NAVD 88
 SQ0313.geopotential number by the normal gravity value computed on the
 SQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0313.degrees latitude (g = 980.6199 gals.).
 SQ0313
 SQ0313.The modeled gravity was interpolated from observed gravity values.
 SQ0313
 SQ0313;                    North         East    Units  Estimated Accuracy
 SQ0313;SPC MT       -   308,920.      760,690.      MT  (+/- 180 meters Scaled)
 SQ0313
 SQ0313                          SUPERSEDED SURVEY CONTROL
 SQ0313
 SQ0313  NGVD 29 (??/??/92) 1032.479  (m)         3387.39   (f) ADJ UNCH    1 2
 SQ0313
 SQ0313.Superseded values are not recommended for survey control.
 SQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0313.See file dsdata.txt to determine how the superseded data were derived.
 SQ0313
 SQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN186090(NAD 83)
 SQ0313_MARKER: DB = BENCH MARK DISK
 SQ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0313_STAMPING: 3387.391 K 36 1931
 SQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0313+STABILITY: SURFACE MOTION
 SQ0313
 SQ0313  HISTORY     - Date     Condition        Report By
 SQ0313  HISTORY     - 1931     MONUMENTED       CGS
 SQ0313  HISTORY     - 1965     GOOD             USGS
 SQ0313
 SQ0313                          STATION DESCRIPTION
 SQ0313
 SQ0313'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0313'9.7 MI S FROM EDWARDS.
 SQ0313'ABOUT 9.7 MILES SOUTH ALONG THE INGOMAR-EDWARDS ROAD FROM EDWARDS,
 SQ0313'GARFIELD COUNTY, 700 FEET SOUTH OF A CULVERT, 0.5 MILE NORTH OF A
 SQ0313'CATTLEGUARD, ON THE NORTH SLOPE OF A HILL, AND 62 FEET WEST OF THE
 SQ0313'ROAD.  A STANDARD DISK, STAMPED 3387.391 K 36 1931 AND SET IN THE TOP
 SQ0313'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0305 ***********************************************************************
 TH0305  DESIGNATION -  K 360
 TH0305  PID         -  TH0305
 TH0305  STATE/COUNTY-  MT/VALLEY
 TH0305  USGS QUAD   -  LUSTRE (1983)
 TH0305
 TH0305                         *CURRENT SURVEY CONTROL
 TH0305  ___________________________________________________________________
 TH0305* NAD 83(1986)-  48 27 07.     (N)    105 58 40.     (W)     SCALED    
 TH0305* NAVD 88     -       889.856  (meters)    2919.47   (feet)  ADJUSTED  
 TH0305  ___________________________________________________________________
 TH0305  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TH0305  DYNAMIC HT  -         889.946 (meters)    2919.76  (feet)  COMP
 TH0305  MODELED GRAV-     980,681.9   (mgal)                       NAVD 88
 TH0305
 TH0305  VERT ORDER  -  SECOND    CLASS 0
 TH0305
 TH0305.The horizontal coordinates were scaled from a topographic map and have
 TH0305.an estimated accuracy of +/- 6 seconds.
 TH0305
 TH0305.The orthometric height was determined by differential leveling
 TH0305.and adjusted by the National Geodetic Survey in June 1991..
 TH0305
 TH0305.The geoid height was determined by GEOID03.
 TH0305
 TH0305.The dynamic height is computed by dividing the NAVD 88
 TH0305.geopotential number by the normal gravity value computed on the
 TH0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0305.degrees latitude (g = 980.6199 gals.).
 TH0305
 TH0305.The modeled gravity was interpolated from observed gravity values.
 TH0305
 TH0305;                    North         East    Units  Estimated Accuracy
 TH0305;SPC MT       -   472,790.      860,380.      MT  (+/- 180 meters Scaled)
 TH0305
 TH0305                          SUPERSEDED SURVEY CONTROL
 TH0305
 TH0305  NGVD 29 (??/??/92)  889.216  (m)         2917.37   (f) ADJ UNCH    2 0
 TH0305
 TH0305.Superseded values are not recommended for survey control.
 TH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0305.See file dsdata.txt to determine how the superseded data were derived.
 TH0305
 TH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP277669(NAD 83)
 TH0305_MARKER: DB = BENCH MARK DISK
 TH0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0305_STAMPING: K 360 1948
 TH0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0305+STABILITY: SURFACE MOTION
 TH0305
 TH0305  HISTORY     - Date     Condition        Report By
 TH0305  HISTORY     - 1948     MONUMENTED       CGS
 TH0305
 TH0305                          STATION DESCRIPTION
 TH0305
 TH0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TH0305'30.3 MI NE FROM FRAZER.
 TH0305'2.2 MILES EAST ALONG U. S. HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY
 TH0305'STATION AT FRAZER, THENCE 27.1 MILES NORTH ALONG A GRADED DIRT ROAD,
 TH0305'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, AT THE NORTHEAST CORNER
 TH0305'OF SECTION 15, R. 44 E., T. 31 N., AT A ROAD INTERSECTION, 74.0 FEET
 TH0305'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 38.0 FEET SOUTH OF THE
 TH0305'CENTER LINE OF AN EAST-WEST ROAD, 2.1 FEET WEST OF A REFERENCE POST,
 TH0305'1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 TH0305'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0295 ***********************************************************************
 SQ0295  DESIGNATION -  K 361
 SQ0295  PID         -  SQ0295
 SQ0295  STATE/COUNTY-  MT/VALLEY
 SQ0295  USGS QUAD   -  NILES COULEE (1973)
 SQ0295
 SQ0295                         *CURRENT SURVEY CONTROL
 SQ0295  ___________________________________________________________________
 SQ0295* NAD 83(1986)-  47 56 31.     (N)    107 22 24.     (W)     SCALED    
 SQ0295* NAVD 88     -       778.309  (meters)    2553.50   (feet)  ADJUSTED  
 SQ0295  ___________________________________________________________________
 SQ0295  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 SQ0295  DYNAMIC HT  -         778.355 (meters)    2553.65  (feet)  COMP
 SQ0295  MODELED GRAV-     980,644.3   (mgal)                       NAVD 88
 SQ0295
 SQ0295  VERT ORDER  -  SECOND    CLASS 0
 SQ0295
 SQ0295.The horizontal coordinates were scaled from a topographic map and have
 SQ0295.an estimated accuracy of +/- 6 seconds.
 SQ0295
 SQ0295.The orthometric height was determined by differential leveling
 SQ0295.and adjusted by the National Geodetic Survey in June 1991..
 SQ0295
 SQ0295.The geoid height was determined by GEOID03.
 SQ0295
 SQ0295.The dynamic height is computed by dividing the NAVD 88
 SQ0295.geopotential number by the normal gravity value computed on the
 SQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0295.degrees latitude (g = 980.6199 gals.).
 SQ0295
 SQ0295.The modeled gravity was interpolated from observed gravity values.
 SQ0295
 SQ0295;                    North         East    Units  Estimated Accuracy
 SQ0295;SPC MT       -   412,400.      758,790.      MT  (+/- 180 meters Scaled)
 SQ0295
 SQ0295                          SUPERSEDED SURVEY CONTROL
 SQ0295
 SQ0295  NGVD 29 (??/??/92)  777.590  (m)         2551.14   (f) ADJ UNCH    2 0
 SQ0295
 SQ0295.Superseded values are not recommended for survey control.
 SQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0295.See file dsdata.txt to determine how the superseded data were derived.
 SQ0295
 SQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP227125(NAD 83)
 SQ0295_MARKER: DB = BENCH MARK DISK
 SQ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0295_STAMPING: K 361
 SQ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0295+STABILITY: SURFACE MOTION
 SQ0295
 SQ0295  HISTORY     - Date     Condition        Report By
 SQ0295  HISTORY     - 1948     MONUMENTED       CGS
 SQ0295  HISTORY     - 1974     GOOD             USGS
 SQ0295
 SQ0295                          STATION DESCRIPTION
 SQ0295
 SQ0295'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SQ0295'39 MI S FROM SACO.
 SQ0295'39 MILES SOUTH OF SACO ALONG LARB CREEK ROAD TO A T ROAD SOUTH.
 SQ0295'BENCHMARK IS LOCATED 0.7 MILE SOUTH ALONG ROAD HEADING DOWN TIMBER
 SQ0295'CREEK.  TABLET IS 815 FEET SOUTHWEST OF ROAD AT E-W FENCE, 370 FEET
 SQ0295'SOUTHWEST OF 1/4 CORNER SECTIONS 5/8 (T 25N-- R34E), 60 FEET SE CENTER
 SQ0295'OF ROAD ON THE TOP OF A LOW RIDGE.  A STANDARD TABLET SET ON TOP OF A
 SQ0295'ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0221 ***********************************************************************
 SQ0221  DESIGNATION -  K 362
 SQ0221  PID         -  SQ0221
 SQ0221  STATE/COUNTY-  MT/VALLEY
 SQ0221  USGS QUAD   -  LEWIS RESERVOIR (1978)
 SQ0221
 SQ0221                         *CURRENT SURVEY CONTROL
 SQ0221  ___________________________________________________________________
 SQ0221* NAD 83(1992)-  47 55 59.09487(N)    106 42 46.70523(W)     ADJUSTED  
 SQ0221* NAVD 88     -       765.253  (meters)    2510.67   (feet)  ADJUSTED  
 SQ0221  ___________________________________________________________________
 SQ0221  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 SQ0221  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 SQ0221  DYNAMIC HT  -         765.316 (meters)    2510.87  (feet)  COMP
 SQ0221  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 SQ0221
 SQ0221  HORZ ORDER  -  SECOND
 SQ0221  VERT ORDER  -  SECOND    CLASS 0
 SQ0221
 SQ0221.The horizontal coordinates were established by classical geodetic methods
 SQ0221.and adjusted by the National Geodetic Survey in July 1992..
 SQ0221
 SQ0221.The orthometric height was determined by differential leveling
 SQ0221.and adjusted by the National Geodetic Survey in June 1991..
 SQ0221
 SQ0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0221
 SQ0221.The geoid height was determined by GEOID03.
 SQ0221
 SQ0221.The dynamic height is computed by dividing the NAVD 88
 SQ0221.geopotential number by the normal gravity value computed on the
 SQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0221.degrees latitude (g = 980.6199 gals.).
 SQ0221
 SQ0221.The modeled gravity was interpolated from observed gravity values.
 SQ0221
 SQ0221;                    North         East     Units Scale Factor Converg.
 SQ0221;SPC MT       -   412,961.679   808,108.178   MT  0.99952196   +2 02 19.4
 SQ0221;SPC MT       - 1,354,861.15  2,651,273.55   iFT  0.99952196   +2 02 19.4
 SQ0221;UTM  13      - 5,310,282.618   372,056.630   MT  0.99980115   -1 16 18.6
 SQ0221
 SQ0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0221!SPC MT       -   0.99988266  x   0.99952196  =   0.99940468
 SQ0221!UTM  13      -   0.99988266  x   0.99980115  =   0.99968383
 SQ0221
 SQ0221                          SUPERSEDED SURVEY CONTROL
 SQ0221
 SQ0221  NAD 83(1986)-  47 55 59.09155(N)    106 42 46.69439(W) AD(       ) 2
 SQ0221  NAD 27      -  47 55 59.03858(N)    106 42 44.50237(W) AD(       ) 2
 SQ0221  NGVD 29 (??/??/92)  764.623  (m)         2508.60   (f) ADJ UNCH    2 0
 SQ0221
 SQ0221.Superseded values are not recommended for survey control.
 SQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0221.See file dsdata.txt to determine how the superseded data were derived.
 SQ0221
 SQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP7205710283(NAD 83)
 SQ0221_MARKER: DB = BENCH MARK DISK
 SQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0221_STAMPING: K 362 1948
 SQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0221+STABILITY: SURFACE MOTION
 SQ0221
 SQ0221  HISTORY     - Date     Condition        Report By
 SQ0221  HISTORY     - 1948     MONUMENTED       CGS
 SQ0221  HISTORY     - 1967     GOOD             CGS
 SQ0221  HISTORY     - 1967     GOOD             NGS
 SQ0221
 SQ0221                          STATION DESCRIPTION
 SQ0221
 SQ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SQ0221'24.6 MI S FROM GLASGOW.
 SQ0221'9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 SQ0221'RAILWAY STATION AT GLASGOW, THENCE 3.1 MILES SOUTH ALONG A GRADED DIRT
 SQ0221'ROAD, THENCE 6.6 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 5.5
 SQ0221'MILES SOUTH ALONG THE PINES ROAD.  68.0 FEET SOUTHEAST OF AND 4.0 FEET
 SQ0221'LOWER THAN THE CENTER LINE OF THE ROAD, 2.3 FEET NORTHWEST OF A
 SQ0221'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 SQ0221'FOOT ABOVE THE GROUND.
 SQ0221
 SQ0221                          STATION RECOVERY (1967)
 SQ0221
 SQ0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 SQ0221'MARK, A STANDARD BENCH MARK DISK STAMPED K 362 1948, IS SET IN
 SQ0221'THE TOP OF A 10 IN. ROUND CONCRETE MONUMENT THAT PROJECTS 2
 SQ0221'INCHES.  IT IS 72 FEET SOUTH-SOUTHEAST OF THE CENTER OF A TRACK
 SQ0221'ROAD, 45 FEET NORTH-NORTHWEST OF THE CENTER OF A GRADED ROAD AND
 SQ0221'2.0 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 SQ0221
 SQ0221                          STATION RECOVERY (1967)
 SQ0221
 SQ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SQ0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0253 ***********************************************************************
 SQ0253  DESIGNATION -  K 363
 SQ0253  PID         -  SQ0253
 SQ0253  STATE/COUNTY-  MT/VALLEY
 SQ0253  USGS QUAD   -  MURRAY HILL (1973)
 SQ0253
 SQ0253                         *CURRENT SURVEY CONTROL
 SQ0253  ___________________________________________________________________
 SQ0253* NAD 83(1986)-  47 49 51.     (N)    107 06 30.     (W)     SCALED    
 SQ0253* NAVD 88     -       797.490  (meters)    2616.43   (feet)  ADJUSTED  
 SQ0253  ___________________________________________________________________
 SQ0253  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 SQ0253  DYNAMIC HT  -         797.536 (meters)    2616.58  (feet)  COMP
 SQ0253  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 SQ0253
 SQ0253  VERT ORDER  -  SECOND    CLASS 0
 SQ0253
 SQ0253.The horizontal coordinates were scaled from a topographic map and have
 SQ0253.an estimated accuracy of +/- 6 seconds.
 SQ0253
 SQ0253.The orthometric height was determined by differential leveling
 SQ0253.and adjusted by the National Geodetic Survey in June 1991..
 SQ0253
 SQ0253.The geoid height was determined by GEOID03.
 SQ0253
 SQ0253.The dynamic height is computed by dividing the NAVD 88
 SQ0253.geopotential number by the normal gravity value computed on the
 SQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0253.degrees latitude (g = 980.6199 gals.).
 SQ0253
 SQ0253.The modeled gravity was interpolated from observed gravity values.
 SQ0253
 SQ0253;                    North         East    Units  Estimated Accuracy
 SQ0253;SPC MT       -   400,630.      778,940.      MT  (+/- 180 meters Scaled)
 SQ0253
 SQ0253                          SUPERSEDED SURVEY CONTROL
 SQ0253
 SQ0253  NGVD 29 (??/??/92)  796.808  (m)         2614.19   (f) ADJ UNCH    2 0
 SQ0253
 SQ0253.Superseded values are not recommended for survey control.
 SQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0253.See file dsdata.txt to determine how the superseded data were derived.
 SQ0253
 SQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN422996(NAD 83)
 SQ0253_MARKER: DB = BENCH MARK DISK
 SQ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0253_STAMPING: K 363 1948
 SQ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0253+STABILITY: SURFACE MOTION
 SQ0253
 SQ0253  HISTORY     - Date     Condition        Report By
 SQ0253  HISTORY     - 1948     MONUMENTED       CGS
 SQ0253  HISTORY     - 1973     GOOD             USGS
 SQ0253
 SQ0253                          STATION DESCRIPTION
 SQ0253
 SQ0253'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SQ0253'41.3 MI S FROM GLASGOW.
 SQ0253'9.4 MI. SE. ALONG STATE HWY. 24 FROM THE BURLINGTON NORTHERN RAILWAY
 SQ0253'STATION IN GLASGOW, THENCE 3.1 MI. S. ALONG GRADED RD. , THENCE 28.8
 SQ0253'MI. SW. ALONG GRADED RD. TOWARDS BURKES RANCH. 0.3 MI. SW OF RD. TO
 SQ0253'HANDLEYS RANCH, 72 FT. NW CENTERLINE RD. , AND 26 FT. SE OF OLD RD.
 SQ0253'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0238 ***********************************************************************
 TJ0238  DESIGNATION -  K 364
 TJ0238  PID         -  TJ0238
 TJ0238  STATE/COUNTY-  MT/VALLEY
 TJ0238  USGS QUAD   -  O'JUEL LAKE (1984)
 TJ0238
 TJ0238                         *CURRENT SURVEY CONTROL
 TJ0238  ___________________________________________________________________
 TJ0238* NAD 83(1986)-  48 52 16.     (N)    106 30 04.     (W)     SCALED    
 TJ0238* NAVD 88     -      1000.020  (meters)    3280.90   (feet)  ADJUSTED  
 TJ0238  ___________________________________________________________________
 TJ0238  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TJ0238  DYNAMIC HT  -        1000.132 (meters)    3281.27  (feet)  COMP
 TJ0238  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 TJ0238
 TJ0238  VERT ORDER  -  SECOND    CLASS 0
 TJ0238
 TJ0238.The horizontal coordinates were scaled from a topographic map and have
 TJ0238.an estimated accuracy of +/- 6 seconds.
 TJ0238
 TJ0238.The orthometric height was determined by differential leveling
 TJ0238.and adjusted by the National Geodetic Survey in June 1991..
 TJ0238
 TJ0238.The geoid height was determined by GEOID03.
 TJ0238
 TJ0238.The dynamic height is computed by dividing the NAVD 88
 TJ0238.geopotential number by the normal gravity value computed on the
 TJ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0238.degrees latitude (g = 980.6199 gals.).
 TJ0238
 TJ0238.The modeled gravity was interpolated from observed gravity values.
 TJ0238
 TJ0238;                    North         East    Units  Estimated Accuracy
 TJ0238;SPC MT       -   517,750.      819,930.      MT  (+/- 180 meters Scaled)
 TJ0238
 TJ0238                          SUPERSEDED SURVEY CONTROL
 TJ0238
 TJ0238  NGVD 29 (??/??/92)  999.313  (m)         3278.58   (f) ADJ UNCH    2 0
 TJ0238
 TJ0238.Superseded values are not recommended for survey control.
 TJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0238.See file dsdata.txt to determine how the superseded data were derived.
 TJ0238
 TJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ899142(NAD 83)
 TJ0238_MARKER: DB = BENCH MARK DISK
 TJ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0238_STAMPING: K 364 1948
 TJ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0238+STABILITY: SURFACE MOTION
 TJ0238
 TJ0238  HISTORY     - Date     Condition        Report By
 TJ0238  HISTORY     - 1948     MONUMENTED       CGS
 TJ0238  HISTORY     - 1976     GOOD             USGS
 TJ0238
 TJ0238                          STATION DESCRIPTION
 TJ0238
 TJ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0238'5.2 MI WNW FROM OPHEIM.
 TJ0238'3.2 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TJ0238'STATION AT OPHEIM, THENCE 2.0 MILES NORTHWEST ALONG A GRADED DIRT
 TJ0238'ROAD, 1.0 MILE WEST OF BENCH MARK J 364, AT THE EAST END OF A CURVE,
 TJ0238'108.5 FEET EAST OF A T FENCE CORNER, 63.0 FEET EAST OF THE EXTENDED
 TJ0238'CENTER LINE OF THE ROAD LEADING FROM THE CURVE, 34.0 FEET SOUTH OF THE
 TJ0238'EXTENDED CENTER LINE OF THE ROAD LEADING EAST FROM THE CURVE, 2.7 FEET
 TJ0238'WEST OF A REFERENCE POST, 1.4 FEET NORTH OF A FENCE AND SET IN THE TOP
 TJ0238'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TJ0238
 TJ0238                          STATION RECOVERY (1976)
 TJ0238
 TJ0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0238'TO REACH FROM THE JNCT. OF STATE HWY. 247 AND THE OPHEIM AIR BASE
 TJ0238'ROAD IN OPHEIM PROCEED WEST 3.7 MILES TO THE AIR BASE. THENCE NORTH
 TJ0238'AND WEST 1.6 MI. ALONG GRADED ROAD TO THE MARK AS PREVIOUSLY
 TJ0238'DESCRIBED. A STANDARD USC AND GS BRONZE TABLET SET IN A CONCRETE POST
 TJ0238'PROJECTING 0.3 FT. AND STAMPED K 364 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0262 ***********************************************************************
 TJ0262  DESIGNATION -  K 365
 TJ0262  PID         -  TJ0262
 TJ0262  STATE/COUNTY-  MT/VALLEY
 TJ0262  USGS QUAD   -  THOENY (1984)
 TJ0262
 TJ0262                         *CURRENT SURVEY CONTROL
 TJ0262  ___________________________________________________________________
 TJ0262* NAD 83(1986)-  48 54 46.     (N)    106 58 37.     (W)     SCALED    
 TJ0262* NAVD 88     -       792.566  (meters)    2600.28   (feet)  ADJUSTED  
 TJ0262  ___________________________________________________________________
 TJ0262  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 TJ0262  DYNAMIC HT  -         792.687 (meters)    2600.67  (feet)  COMP
 TJ0262  MODELED GRAV-     980,735.9   (mgal)                       NAVD 88
 TJ0262
 TJ0262  VERT ORDER  -  SECOND    CLASS 0
 TJ0262
 TJ0262.The horizontal coordinates were scaled from a topographic map and have
 TJ0262.an estimated accuracy of +/- 6 seconds.
 TJ0262
 TJ0262.The orthometric height was determined by differential leveling
 TJ0262.and adjusted by the National Geodetic Survey in June 1991..
 TJ0262
 TJ0262.The geoid height was determined by GEOID03.
 TJ0262
 TJ0262.The dynamic height is computed by dividing the NAVD 88
 TJ0262.geopotential number by the normal gravity value computed on the
 TJ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0262.degrees latitude (g = 980.6199 gals.).
 TJ0262
 TJ0262.The modeled gravity was interpolated from observed gravity values.
 TJ0262
 TJ0262;                    North         East    Units  Estimated Accuracy
 TJ0262;SPC MT       -   521,150.      784,900.      MT  (+/- 180 meters Scaled)
 TJ0262
 TJ0262                          SUPERSEDED SURVEY CONTROL
 TJ0262
 TJ0262  NGVD 29 (??/??/92)  791.887  (m)         2598.05   (f) ADJ UNCH    2 0
 TJ0262
 TJ0262.Superseded values are not recommended for survey control.
 TJ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0262.See file dsdata.txt to determine how the superseded data were derived.
 TJ0262
 TJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ551196(NAD 83)
 TJ0262_MARKER: DB = BENCH MARK DISK
 TJ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0262_STAMPING: K 365 1948
 TJ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0262+STABILITY: SURFACE MOTION
 TJ0262
 TJ0262  HISTORY     - Date     Condition        Report By
 TJ0262  HISTORY     - 1948     MONUMENTED       CGS
 TJ0262  HISTORY     - 1976     GOOD             USGS
 TJ0262
 TJ0262                          STATION DESCRIPTION
 TJ0262
 TJ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TJ0262'4.85 MI WNW FROM THOENY.
 TJ0262'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT THOENY,
 TJ0262'THENCE 2.4 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.35 MILES
 TJ0262'WEST ALONG A TRAIL, 0.55 MILE WEST OF THE NORTHEAST CORNER OF SECTION
 TJ0262'2, T. 36 N., R. 36 E., 354.0 FEET WEST OF A POINT WHERE THE TRAIL
 TJ0262'CROSSES A SMALL STREAM, 26.0 FEET SOUTH OF THE CENTER LINE OF THE
 TJ0262'TRAIL, 164.0 FEET NORTH OF A FENCE, 2.1 FEET EAST OF A REFERENCE POST,
 TJ0262'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 TJ0262'GROUND.
 TJ0262
 TJ0262                          STATION RECOVERY (1976)
 TJ0262
 TJ0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TJ0262'FROM THE POST OFFICE IN OPHEIM GO SOUTH 0.1 MI., THENCE WEST ON
 TJ0262'COUNTY ROAD 26.3 MI. TO COUNTY ROAD JNCT. JUST NORTHEAST OF HILLCREST
 TJ0262'CEM. AT THOENY, THENCE NORTH ON COUNTY ROAD 2.5 MI. TO CATTLEGUARD IN
 TJ0262'E/W FENCE, THENCE WEST ALONG FENCE, NORTH SIDE, AT 1.9 MI. PASS THRU
 TJ0262'WIRE GATE AND AT 2.3 MI. THE BM. BM IS 354 FT. WEST OF AN OLD ROAD
 TJ0262'CROSSING A DRAIN AND 23 FT. SOUTH OF THE OLD ROAD, ON THE FLAT 164
 TJ0262'FT. NORTH OF THE FENCE. A STANDARD TABLET SET IN A CONCRETE POST
 TJ0262'PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0107 ***********************************************************************
 TL0107  DESIGNATION -  K 366 RESET
 TL0107  PID         -  TL0107
 TL0107  STATE/COUNTY-  MT/CHOUTEAU
 TL0107  USGS QUAD   -  IHMSEN WELL (1969)
 TL0107
 TL0107                         *CURRENT SURVEY CONTROL
 TL0107  ___________________________________________________________________
 TL0107* NAD 83(1986)-  48 10 37.     (N)    110 12 11.     (W)     SCALED    
 TL0107* NAVD 88     -       890.11   (meters)    2920.3    (feet)  RESET     
 TL0107  ___________________________________________________________________
 TL0107  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 TL0107
 TL0107  VERT ORDER  -  THIRD
 TL0107
 TL0107.The horizontal coordinates were scaled from a topographic map and have
 TL0107.an estimated accuracy of +/- 6 seconds.
 TL0107
 TL0107.The orthometric height was computed from unverified reset data.
 TL0107
 TL0107.The geoid height was determined by GEOID03.
 TL0107
 TL0107;                    North         East    Units  Estimated Accuracy
 TL0107;SPC MT       -   436,600.      547,740.      MT  (+/- 180 meters Scaled)
 TL0107
 TL0107                          SUPERSEDED SURVEY CONTROL
 TL0107
 TL0107.No superseded survey control is available for this station.
 TL0107
 TL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU592362(NAD 83)
 TL0107_MARKER: DB = BENCH MARK DISK
 TL0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0107_STAMPING: K 366 1948 RESET 1959
 TL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0107+STABILITY: SURFACE MOTION
 TL0107
 TL0107  HISTORY     - Date     Condition        Report By
 TL0107  HISTORY     - 1959     MONUMENTED       MTSHC
 TL0107  HISTORY     - 1969     MARK NOT FOUND   USGS
 TL0107
 TL0107                          STATION DESCRIPTION
 TL0107
 TL0107'DESCRIBED BY MONTANA STATE HIGHWAY COMMISSION 1959
 TL0107'4.2 MI W FROM BIG SANDY.
 TL0107'THE MARK IS LOCATED 0.3 MILE SOUTHWEST ALONG U. S. HIGHWAY 87 FROM THE
 TL0107'NORTHERN MONTANA STATE BANK AT BIG SANDY, THENCE 3.9 MILES WEST ALONG
 TL0107'A GRADED DIRT ROAD, 49 FEET RIGHT OF CENTERLINE STATION 210/69, AND
 TL0107'SET IN THE TOP OF A CONCRETE POST.
 TL0107
 TL0107                          STATION RECOVERY (1969)
 TL0107
 TL0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TL0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0062 ***********************************************************************
 TL0062  DESIGNATION -  K 367
 TL0062  PID         -  TL0062
 TL0062  STATE/COUNTY-  MT/HILL
 TL0062  USGS QUAD   -  BOX ELDER (1969)
 TL0062
 TL0062                         *CURRENT SURVEY CONTROL
 TL0062  ___________________________________________________________________
 TL0062* NAD 83(1986)-  48 19 14.     (N)    110 06 22.     (W)     SCALED    
 TL0062* NAVD 88     -       833.672  (meters)    2735.14   (feet)  ADJUSTED  
 TL0062  ___________________________________________________________________
 TL0062  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 TL0062  DYNAMIC HT  -         833.726 (meters)    2735.32  (feet)  COMP
 TL0062  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 TL0062
 TL0062  VERT ORDER  -  SECOND    CLASS 0
 TL0062
 TL0062.The horizontal coordinates were scaled from a topographic map and have
 TL0062.an estimated accuracy of +/- 6 seconds.
 TL0062
 TL0062.The orthometric height was determined by differential leveling
 TL0062.and adjusted by the National Geodetic Survey in June 1991..
 TL0062
 TL0062.The geoid height was determined by GEOID03.
 TL0062
 TL0062.The dynamic height is computed by dividing the NAVD 88
 TL0062.geopotential number by the normal gravity value computed on the
 TL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0062.degrees latitude (g = 980.6199 gals.).
 TL0062
 TL0062.The modeled gravity was interpolated from observed gravity values.
 TL0062
 TL0062;                    North         East    Units  Estimated Accuracy
 TL0062;SPC MT       -   452,500.      555,070.      MT  (+/- 180 meters Scaled)
 TL0062
 TL0062                          SUPERSEDED SURVEY CONTROL
 TL0062
 TL0062  NGVD 29 (??/??/92)  832.813  (m)         2732.32   (f) ADJ UNCH    2 0
 TL0062
 TL0062.Superseded values are not recommended for survey control.
 TL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0062.See file dsdata.txt to determine how the superseded data were derived.
 TL0062
 TL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU662523(NAD 83)
 TL0062_MARKER: DD = SURVEY DISK
 TL0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0062_STAMPING: K 367 1948
 TL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0062+STABILITY: SURFACE MOTION
 TL0062
 TL0062  HISTORY     - Date     Condition        Report By
 TL0062  HISTORY     - 1948     MONUMENTED       BOR
 TL0062  HISTORY     - 1948     GOOD             NGS
 TL0062
 TL0062                          STATION DESCRIPTION
 TL0062
 TL0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0062'4.3 MI W FROM BOX ELDER.
 TL0062'4.3 MILES WEST ALONG A GRAVELED ROAD FROM THE BEAR PAW HOTEL AT BOX
 TL0062'ELDER, AT A ROAD INTERSECTION, AT THE SOUTHWEST CORNER OF SECTION 30,
 TL0062'T. 30 N., R. 13 E., 45.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 TL0062'ROAD, 24.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 2.9
 TL0062'FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 TL0062'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0159 ***********************************************************************
 TL0159  DESIGNATION -  K 368
 TL0159  PID         -  TL0159
 TL0159  STATE/COUNTY-  MT/CHOUTEAU
 TL0159  USGS QUAD   -  ROCKY COULEE SE (1970)
 TL0159
 TL0159                         *CURRENT SURVEY CONTROL
 TL0159  ___________________________________________________________________
 TL0159* NAD 83(1986)-  48 18 23.     (N)    110 34 57.     (W)     SCALED    
 TL0159* NAVD 88     -       878.708  (meters)    2882.89   (feet)  ADJUSTED  
 TL0159  ___________________________________________________________________
 TL0159  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 TL0159  DYNAMIC HT  -         878.772 (meters)    2883.10  (feet)  COMP
 TL0159  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 TL0159
 TL0159  VERT ORDER  -  SECOND    CLASS 0
 TL0159
 TL0159.The horizontal coordinates were scaled from a topographic map and have
 TL0159.an estimated accuracy of +/- 6 seconds.
 TL0159
 TL0159.The orthometric height was determined by differential leveling
 TL0159.and adjusted by the National Geodetic Survey in June 1991..
 TL0159
 TL0159.The geoid height was determined by GEOID03.
 TL0159
 TL0159.The dynamic height is computed by dividing the NAVD 88
 TL0159.geopotential number by the normal gravity value computed on the
 TL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0159.degrees latitude (g = 980.6199 gals.).
 TL0159
 TL0159.The modeled gravity was interpolated from observed gravity values.
 TL0159
 TL0159;                    North         East    Units  Estimated Accuracy
 TL0159;SPC MT       -   451,310.      519,730.      MT  (+/- 180 meters Scaled)
 TL0159
 TL0159                          SUPERSEDED SURVEY CONTROL
 TL0159
 TL0159  NGVD 29 (??/??/92)  877.838  (m)         2880.04   (f) ADJ UNCH    2 0
 TL0159
 TL0159.Superseded values are not recommended for survey control.
 TL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0159.See file dsdata.txt to determine how the superseded data were derived.
 TL0159
 TL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU309504(NAD 83)
 TL0159_MARKER: DB = BENCH MARK DISK
 TL0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0159_STAMPING: K 368 1948
 TL0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0159+STABILITY: SURFACE MOTION
 TL0159
 TL0159  HISTORY     - Date     Condition        Report By
 TL0159  HISTORY     - 1948     MONUMENTED       CGS
 TL0159
 TL0159                          STATION DESCRIPTION
 TL0159
 TL0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0159'18.3 MI SW FROM RUDYARD.
 TL0159'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0159'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0159'THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, AT AN INTERSECTION WITH
 TL0159'A NORTH-SOUTH TRAIL, AT THE NORTHEAST CORNER OF SECTION 5, T. 29 N.,
 TL0159'R. 9 E., 35.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 35.0
 TL0159'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH TRAIL, 7.0 FEET
 TL0159'SOUTHWEST OF A FENCE CORNER, 1.0 FOOT SOUTHEAST OF A REFERENCE POST
 TL0159'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TL0159'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0174 ***********************************************************************
 TL0174  DESIGNATION -  K 369
 TL0174  PID         -  TL0174
 TL0174  STATE/COUNTY-  MT/LIBERTY
 TL0174  USGS QUAD   -  POVERTY COULEE SE (1970)
 TL0174
 TL0174                         *CURRENT SURVEY CONTROL
 TL0174  ___________________________________________________________________
 TL0174* NAD 83(1986)-  48 18 23.     (N)    110 49 16.     (W)     SCALED    
 TL0174* NAVD 88     -       893.928  (meters)    2932.83   (feet)  ADJUSTED  
 TL0174  ___________________________________________________________________
 TL0174  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 TL0174  DYNAMIC HT  -         893.992 (meters)    2933.04  (feet)  COMP
 TL0174  MODELED GRAV-     980,651.7   (mgal)                       NAVD 88
 TL0174
 TL0174  VERT ORDER  -  SECOND    CLASS 0
 TL0174
 TL0174.The horizontal coordinates were scaled from a topographic map and have
 TL0174.an estimated accuracy of +/- 6 seconds.
 TL0174
 TL0174.The orthometric height was determined by differential leveling
 TL0174.and adjusted by the National Geodetic Survey in June 1991..
 TL0174
 TL0174.The geoid height was determined by GEOID03.
 TL0174
 TL0174.The dynamic height is computed by dividing the NAVD 88
 TL0174.geopotential number by the normal gravity value computed on the
 TL0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0174.degrees latitude (g = 980.6199 gals.).
 TL0174
 TL0174.The modeled gravity was interpolated from observed gravity values.
 TL0174
 TL0174;                    North         East    Units  Estimated Accuracy
 TL0174;SPC MT       -   451,580.      502,040.      MT  (+/- 180 meters Scaled)
 TL0174
 TL0174                          SUPERSEDED SURVEY CONTROL
 TL0174
 TL0174  NGVD 29 (??/??/92)  893.047  (m)         2929.94   (f) ADJ UNCH    2 0
 TL0174
 TL0174.Superseded values are not recommended for survey control.
 TL0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0174.See file dsdata.txt to determine how the superseded data were derived.
 TL0174
 TL0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU132503(NAD 83)
 TL0174_MARKER: DB = BENCH MARK DISK
 TL0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0174_STAMPING: K 369 1948
 TL0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0174+STABILITY: SURFACE MOTION
 TL0174
 TL0174  HISTORY     - Date     Condition        Report By
 TL0174  HISTORY     - 1948     MONUMENTED       CGS
 TL0174
 TL0174                          STATION DESCRIPTION
 TL0174
 TL0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0174'29.3 MI SW FROM RUDYARD.
 TL0174'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TL0174'STATION AT RUDYARD, THENCE 17.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TL0174'THENCE 12.0 MILES WEST ALONG A GRADED DIRT ROAD, AT A ROAD
 TL0174'INTERSECTION, AT THE SOUTHEAST CORNER OF SECTION 33, T. 30 N., R. 7
 TL0174'E., 163.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE,
 TL0174'54.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 34.0 FEET
 TL0174'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 2.0 FEET NORTH OF A
 TL0174'REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 TL0174'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0333 ***********************************************************************
 SQ0333  DESIGNATION -  K 37
 SQ0333  PID         -  SQ0333
 SQ0333  STATE/COUNTY-  MT/GARFIELD
 SQ0333  USGS QUAD   -  JORDAN (1964)
 SQ0333
 SQ0333                         *CURRENT SURVEY CONTROL
 SQ0333  ___________________________________________________________________
 SQ0333* NAD 83(1986)-  47 19 59.     (N)    106 59 56.     (W)     SCALED    
 SQ0333* NAVD 88     -       809.726  (meters)    2656.58   (feet)  ADJUSTED  
 SQ0333  ___________________________________________________________________
 SQ0333  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 SQ0333  DYNAMIC HT  -         809.735 (meters)    2656.61  (feet)  COMP
 SQ0333  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 SQ0333
 SQ0333  VERT ORDER  -  FIRST     CLASS II
 SQ0333
 SQ0333.The horizontal coordinates were scaled from a topographic map and have
 SQ0333.an estimated accuracy of +/- 6 seconds.
 SQ0333
 SQ0333.The orthometric height was determined by differential leveling
 SQ0333.and adjusted by the National Geodetic Survey in June 1991..
 SQ0333
 SQ0333.The geoid height was determined by GEOID03.
 SQ0333
 SQ0333.The dynamic height is computed by dividing the NAVD 88
 SQ0333.geopotential number by the normal gravity value computed on the
 SQ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0333.degrees latitude (g = 980.6199 gals.).
 SQ0333
 SQ0333.The modeled gravity was interpolated from observed gravity values.
 SQ0333
 SQ0333;                    North         East    Units  Estimated Accuracy
 SQ0333;SPC MT       -   345,600.      788,900.      MT  (+/- 180 meters Scaled)
 SQ0333
 SQ0333                          SUPERSEDED SURVEY CONTROL
 SQ0333
 SQ0333  NGVD 29 (??/??/92)  809.039  (m)         2654.32   (f) ADJ UNCH    1 2
 SQ0333
 SQ0333.Superseded values are not recommended for survey control.
 SQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0333.See file dsdata.txt to determine how the superseded data were derived.
 SQ0333
 SQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN489441(NAD 83)
 SQ0333_MARKER: DB = BENCH MARK DISK
 SQ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0333_STAMPING: 2654.322 K 37 1931
 SQ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0333+STABILITY: SURFACE MOTION
 SQ0333
 SQ0333  HISTORY     - Date     Condition        Report By
 SQ0333  HISTORY     - 1931     MONUMENTED       CGS
 SQ0333  HISTORY     - 1964     GOOD             USGS
 SQ0333  HISTORY     - 1981     MARK NOT FOUND   USGS
 SQ0333
 SQ0333                          STATION DESCRIPTION
 SQ0333
 SQ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SQ0333'4.5 MI W FROM JORDAN.
 SQ0333'ABOUT 4.5 MILES WEST ALONG THE JORDAN-BRUSETT ROAD FROM JORDAN,
 SQ0333'GARFIELD COUNTY, AT A RIGHT-ANGLE TURN TO THE NORTH, AND ABOUT 100
 SQ0333'FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED 2654.322 K 37 1931
 SQ0333'AND SET IN THE TOP OF A CONCRETE POST.
 SQ0333
 SQ0333                          STATION RECOVERY (1964)
 SQ0333
 SQ0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SQ0333'RECOVERED IN GOOD CONDITION.
 SQ0333
 SQ0333                          STATION RECOVERY (1981)
 SQ0333
 SQ0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SQ0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0195 ***********************************************************************
 TL0195  DESIGNATION -  K 370
 TL0195  PID         -  TL0195
 TL0195  STATE/COUNTY-  MT/HILL
 TL0195  USGS QUAD   -  RUDYARD (1972)
 TL0195
 TL0195                         *CURRENT SURVEY CONTROL
 TL0195  ___________________________________________________________________
 TL0195* NAD 83(1986)-  48 33 27.     (N)    110 36 04.     (W)     SCALED    
 TL0195* NAVD 88     -       971.011  (meters)    3185.73   (feet)  ADJUSTED  
 TL0195  ___________________________________________________________________
 TL0195  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 TL0195  DYNAMIC HT  -         971.086 (meters)    3185.97  (feet)  COMP
 TL0195  MODELED GRAV-     980,654.8   (mgal)                       NAVD 88
 TL0195
 TL0195  VERT ORDER  -  FIRST     CLASS II
 TL0195
 TL0195.The horizontal coordinates were scaled from a topographic map and have
 TL0195.an estimated accuracy of +/- 6 seconds.
 TL0195
 TL0195.The orthometric height was determined by differential leveling
 TL0195.and adjusted by the National Geodetic Survey in June 1991..
 TL0195
 TL0195.The geoid height was determined by GEOID03.
 TL0195
 TL0195.The dynamic height is computed by dividing the NAVD 88
 TL0195.geopotential number by the normal gravity value computed on the
 TL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0195.degrees latitude (g = 980.6199 gals.).
 TL0195
 TL0195.The modeled gravity was interpolated from observed gravity values.
 TL0195
 TL0195;                    North         East    Units  Estimated Accuracy
 TL0195;SPC MT       -   479,240.      518,740.      MT  (+/- 180 meters Scaled)
 TL0195
 TL0195                          SUPERSEDED SURVEY CONTROL
 TL0195
 TL0195  NGVD 29 (??/??/92)  970.112  (m)         3182.78   (f) ADJ UNCH    1 2
 TL0195
 TL0195.Superseded values are not recommended for survey control.
 TL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0195.See file dsdata.txt to determine how the superseded data were derived.
 TL0195
 TL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU294783(NAD 83)
 TL0195_MARKER: DB = BENCH MARK DISK
 TL0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0195_STAMPING: K 370 1948
 TL0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0195+STABILITY: SURFACE MOTION
 TL0195
 TL0195  HISTORY     - Date     Condition        Report By
 TL0195  HISTORY     - 1948     MONUMENTED       CGS
 TL0195  HISTORY     - 1979     GOOD             NGS
 TL0195
 TL0195                          STATION DESCRIPTION
 TL0195
 TL0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0195'2.3 MI W FROM RUDYARD.
 TL0195'2.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0195'RUDYARD, HILL COUNTY, 206.2 FEET SOUTHWEST ACROSS THE TRACK FROM
 TL0195'MILEPOST 1005, 96.2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 1.7
 TL0195'FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1.1 FEET NORTH OF A
 TL0195'FENCE.  A STANDARD DISK, STAMPED K 370 1948 AND SET IN THE TOP OF A
 TL0195'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 TL0195
 TL0195                          STATION RECOVERY (1979)
 TL0195
 TL0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0195'ADD=30 FEET SOUTH OF THE CENTER OF A TRACK ROAD PARALLELING THE
 TL0195'TRACKS.
 TL0195'THE MARK IS 2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0214 ***********************************************************************
 TL0214  DESIGNATION -  K 371
 TL0214  PID         -  TL0214
 TL0214  STATE/COUNTY-  MT/LIBERTY
 TL0214  USGS QUAD   -  CHESTER (1963)
 TL0214
 TL0214                         *CURRENT SURVEY CONTROL
 TL0214  ___________________________________________________________________
 TL0214* NAD 83(1986)-  48 31 00.     (N)    110 55 44.     (W)     SCALED    
 TL0214* NAVD 88     -       973.564  (meters)    3194.10   (feet)  ADJUSTED  
 TL0214  ___________________________________________________________________
 TL0214  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 TL0214  DYNAMIC HT  -         973.645 (meters)    3194.37  (feet)  COMP
 TL0214  MODELED GRAV-     980,660.2   (mgal)                       NAVD 88
 TL0214
 TL0214  VERT ORDER  -  FIRST     CLASS II
 TL0214
 TL0214.The horizontal coordinates were scaled from a topographic map and have
 TL0214.an estimated accuracy of +/- 6 seconds.
 TL0214
 TL0214.The orthometric height was determined by differential leveling
 TL0214.and adjusted by the National Geodetic Survey in June 1991..
 TL0214.WARNING-Repeat measurements at this control monument indicate possible
 TL0214.vertical movement.
 TL0214
 TL0214.The geoid height was determined by GEOID03.
 TL0214
 TL0214.The dynamic height is computed by dividing the NAVD 88
 TL0214.geopotential number by the normal gravity value computed on the
 TL0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0214.degrees latitude (g = 980.6199 gals.).
 TL0214
 TL0214.The modeled gravity was interpolated from observed gravity values.
 TL0214
 TL0214;                    North         East    Units  Estimated Accuracy
 TL0214;SPC MT       -   475,090.      494,470.      MT  (+/- 180 meters Scaled)
 TL0214
 TL0214                          SUPERSEDED SURVEY CONTROL
 TL0214
 TL0214  NGVD 29 (??/??/92)  972.687  (m)         3191.22   (f) ADJ UNCH    1 2
 TL0214
 TL0214.Superseded values are not recommended for survey control.
 TL0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0214.See file dsdata.txt to determine how the superseded data were derived.
 TL0214
 TL0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU052737(NAD 83)
 TL0214_MARKER: DB = BENCH MARK DISK
 TL0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0214_STAMPING: K 371 1948
 TL0214_PROJECTION: FLUSH
 TL0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0214+STABILITY: SURFACE MOTION
 TL0214
 TL0214  HISTORY     - Date     Condition        Report By
 TL0214  HISTORY     - 1948     MONUMENTED       CGS
 TL0214  HISTORY     - 1979     GOOD             NGS
 TL0214
 TL0214                          STATION DESCRIPTION
 TL0214
 TL0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TL0214'1.4 MI E FROM CHESTER.
 TL0214'1.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0214'CHESTER, LIBERTY COUNTY, 58.4 FEET NORTHEAST OF THE SEVENTEENTH POLE
 TL0214'WEST OF MILEPOST 1021, 96 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 2
 TL0214'FEET WEST OF A WHITE WOODEN WITNESS POST, 1.2 FEET SOUTH OF A FENCE,
 TL0214'AND 4 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED K 371 1948
 TL0214'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 TL0214'GROUND.
 TL0214
 TL0214                          STATION RECOVERY (1979)
 TL0214
 TL0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0214'1.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TL0214'CHESTER, 303 FEET NORTH OF THE CENTER OF THE HIGHWAY, 96.1 FEET
 TL0214'NORTH OF THE NORTH RAIL OF THE GREAT NORTHERN RAILROAD, 89.4 FEET
 TL0214'NORTH-NORTHEAST OF RAILROAD SIGNAL NUMBER 10213, 58.3 FEET NORTHEAST
 TL0214'OF UTILITY POLE NUMBER A 14 AND 1.3 FEET SOUTH OF AN EAST-WEST
 TL0214'WIRE FENCE.
 TL0214'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TL0214'THE MARK IS 5 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0257 ***********************************************************************
 RY0257  DESIGNATION -  K 372
 RY0257  PID         -  RY0257
 RY0257  STATE/COUNTY-  MT/MISSOULA
 RY0257  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0257
 RY0257                         *CURRENT SURVEY CONTROL
 RY0257  ___________________________________________________________________
 RY0257* NAD 83(1986)-  46 40 32.     (N)    114 34 14.     (W)     SCALED    
 RY0257* NAVD 88     -      1357.520  (meters)    4453.80   (feet)  ADJUSTED  
 RY0257  ___________________________________________________________________
 RY0257  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RY0257  DYNAMIC HT  -        1357.184 (meters)    4452.69  (feet)  COMP
 RY0257  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 RY0257
 RY0257  VERT ORDER  -  FIRST     CLASS II
 RY0257
 RY0257.The horizontal coordinates were scaled from a topographic map and have
 RY0257.an estimated accuracy of +/- 6 seconds.
 RY0257
 RY0257.The orthometric height was determined by differential leveling
 RY0257.and adjusted by the National Geodetic Survey in June 1991..
 RY0257
 RY0257.The geoid height was determined by GEOID03.
 RY0257
 RY0257.The dynamic height is computed by dividing the NAVD 88
 RY0257.geopotential number by the normal gravity value computed on the
 RY0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0257.degrees latitude (g = 980.6199 gals.).
 RY0257
 RY0257.The modeled gravity was interpolated from observed gravity values.
 RY0257
 RY0257;                    North         East    Units  Estimated Accuracy
 RY0257;SPC MT       -   282,080.      212,530.      MT  (+/- 180 meters Scaled)
 RY0257
 RY0257                          SUPERSEDED SURVEY CONTROL
 RY0257
 RY0257  NGVD 29 (??/??/92) 1356.316  (m)         4449.85   (f) ADJ UNCH    1 2
 RY0257
 RY0257.Superseded values are not recommended for survey control.
 RY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0257.See file dsdata.txt to determine how the superseded data were derived.
 RY0257
 RY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM858719(NAD 83)
 RY0257_MARKER: DB = BENCH MARK DISK
 RY0257_SETTING: 80 = SET IN A BOULDER
 RY0257_STAMPING: K 372 1950
 RY0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0257+STABILITY: SURFACE MOTION
 RY0257
 RY0257  HISTORY     - Date     Condition        Report By
 RY0257  HISTORY     - 1950     MONUMENTED       CGS
 RY0257  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0257  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0257
 RY0257                          STATION DESCRIPTION
 RY0257
 RY0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0257'4.8 MI S FROM LOLO HOT SPRINGS.
 RY0257'0.1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT LOLO HOT
 RY0257'SPRINGS, THENCE 4.7 MILES SOUTH ALONG THE LEWIS AND CLARK HIGHWAY, 89
 RY0257'FEET EAST OF THE SNOW SHOE FALLS, 28 FEET SOUTH OF THE CENTER LINE OF
 RY0257'THE HIGHWAY, 8 FEET LOWER THAN THE HIGHWAY, IN THE CENTER OF THE
 RY0257'NORTHEAST EDGE OF A LARGE SLOPING GRANITE BOULDER.  NOTE-- THE CENTER
 RY0257'LINE OF THE PROPOSED NEW HIGHWAY COULD NOT BE DETERMINED AT THIS POINT
 RY0257'BUT PROBABLY IS NOT FAR FROM PRESENT CENTER LINE.
 RY0257
 RY0257                          STATION RECOVERY (1964)
 RY0257
 RY0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0257'MARK NOT FOUND.
 RY0257
 RY0257                          STATION RECOVERY (1980)
 RY0257
 RY0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0257'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-MARK
 RY0257'IS BELIEVED BURRIED BY NEW ROAD BED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0257 ***********************************************************************
 SU0257  DESIGNATION -  K 373
 SU0257  PID         -  SU0257
 SU0257  STATE/COUNTY-  MT/SANDERS
 SU0257  USGS QUAD   -  PERMA (1984)
 SU0257
 SU0257                         *CURRENT SURVEY CONTROL
 SU0257  ___________________________________________________________________
 SU0257* NAD 83(1986)-  47 21 24.     (N)    114 33 19.     (W)     SCALED    
 SU0257* NAVD 88     -       789.141  (meters)    2589.04   (feet)  ADJUSTED  
 SU0257  ___________________________________________________________________
 SU0257  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 SU0257  DYNAMIC HT  -         789.102 (meters)    2588.91  (feet)  COMP
 SU0257  MODELED GRAV-     980,538.1   (mgal)                       NAVD 88
 SU0257
 SU0257  VERT ORDER  -  SECOND    CLASS 0
 SU0257
 SU0257.The horizontal coordinates were scaled from a topographic map and have
 SU0257.an estimated accuracy of +/- 6 seconds.
 SU0257
 SU0257.The orthometric height was determined by differential leveling
 SU0257.and adjusted by the National Geodetic Survey in June 1991..
 SU0257
 SU0257.The geoid height was determined by GEOID03.
 SU0257
 SU0257.The dynamic height is computed by dividing the NAVD 88
 SU0257.geopotential number by the normal gravity value computed on the
 SU0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0257.degrees latitude (g = 980.6199 gals.).
 SU0257
 SU0257.The modeled gravity was interpolated from observed gravity values.
 SU0257
 SU0257;                    North         East    Units  Estimated Accuracy
 SU0257;SPC MT       -   357,520.      218,570.      MT  (+/- 180 meters Scaled)
 SU0257
 SU0257                          SUPERSEDED SURVEY CONTROL
 SU0257
 SU0257  NGVD 29 (??/??/92)  788.048  (m)         2585.45   (f) ADJ UNCH    2 0
 SU0257
 SU0257.Superseded values are not recommended for survey control.
 SU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0257.See file dsdata.txt to determine how the superseded data were derived.
 SU0257
 SU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN846476(NAD 83)
 SU0257_MARKER: DB = BENCH MARK DISK
 SU0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0257_STAMPING: K 373 1950
 SU0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0257+STABILITY: SURFACE MOTION
 SU0257
 SU0257  HISTORY     - Date     Condition        Report By
 SU0257  HISTORY     - 1950     MONUMENTED       CGS
 SU0257  HISTORY     - 1956     GOOD             NGS
 SU0257
 SU0257                          STATION DESCRIPTION
 SU0257
 SU0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0257'1.7 MI SE FROM PERMA.
 SU0257'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 10A FROM THE POST OFFICE AT
 SU0257'PERMA, AT THE T JUNCTION OF A DIRT ROAD LEADING SOUTH TO A FARMHOUSE,
 SU0257'41.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET WEST OF
 SU0257'THE CENTER LINE OF THE ROAD, 8 FEET WEST OF THE WEST END OF A WOODEN
 SU0257'GATE, 2.4 FEET SOUTH OF A WITNESS POST, 1.4 FEET EAST OF A FENCE,
 SU0257'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SU0257'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- HIGHWAY 10A HAS
 SU0257'BEEN REROUTED.  THE FARMHOUSE IS NOW ABANDONED.  THE MARK IS 295 FEET
 SU0257'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 41.6 FEET SOUTH OF THE SCAR OF
 SU0257'THE OLD ROAD, AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
 SU0257
 SU0257                          STATION RECOVERY (1956)
 SU0257
 SU0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SU0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0123 ***********************************************************************
 SU0123  DESIGNATION -  K 374
 SU0123  PID         -  SU0123
 SU0123  STATE/COUNTY-  MT/SANDERS
 SU0123  USGS QUAD   -  SLOAN (1965)
 SU0123
 SU0123                         *CURRENT SURVEY CONTROL
 SU0123  ___________________________________________________________________
 SU0123* NAD 83(1986)-  47 29 29.     (N)    114 18 51.     (W)     SCALED    
 SU0123* NAVD 88     -       837.984  (meters)    2749.29   (feet)  ADJUSTED  
 SU0123  ___________________________________________________________________
 SU0123  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 SU0123  DYNAMIC HT  -         837.955 (meters)    2749.19  (feet)  COMP
 SU0123  MODELED GRAV-     980,550.1   (mgal)                       NAVD 88
 SU0123
 SU0123  VERT ORDER  -  SECOND    CLASS 0
 SU0123
 SU0123.The horizontal coordinates were scaled from a topographic map and have
 SU0123.an estimated accuracy of +/- 6 seconds.
 SU0123
 SU0123.The orthometric height was determined by differential leveling
 SU0123.and adjusted by the National Geodetic Survey in June 1991..
 SU0123
 SU0123.The geoid height was determined by GEOID03.
 SU0123
 SU0123.The dynamic height is computed by dividing the NAVD 88
 SU0123.geopotential number by the normal gravity value computed on the
 SU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0123.degrees latitude (g = 980.6199 gals.).
 SU0123
 SU0123.The modeled gravity was interpolated from observed gravity values.
 SU0123
 SU0123;                    North         East    Units  Estimated Accuracy
 SU0123;SPC MT       -   371,310.      237,660.      MT  (+/- 180 meters Scaled)
 SU0123
 SU0123                          SUPERSEDED SURVEY CONTROL
 SU0123
 SU0123  NGVD 29 (??/??/92)  836.911  (m)         2745.77   (f) ADJ UNCH    2 0
 SU0123
 SU0123.Superseded values are not recommended for survey control.
 SU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0123.See file dsdata.txt to determine how the superseded data were derived.
 SU0123
 SU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN023632(NAD 83)
 SU0123_MARKER: DB = BENCH MARK DISK
 SU0123_SETTING: 80 = SET IN A BOULDER
 SU0123_SP_SET: BOULDER
 SU0123_STAMPING: K 374 1950
 SU0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0123+STABILITY: SURFACE MOTION
 SU0123
 SU0123  HISTORY     - Date     Condition        Report By
 SU0123  HISTORY     - 1950     MONUMENTED       CGS
 SU0123
 SU0123                          STATION DESCRIPTION
 SU0123
 SU0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0123'15.9 MI N FROM DIXON.
 SU0123'15.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT DIXON, 0.45
 SU0123'MILE NORTH OF A CATTLE GUARD, 0.1 MILE SOUTHEAST OF THE Y JUNCTION OF
 SU0123'A DIRT ROAD LEADING WEST, IN THE TOP OF A 2-FOOT-HIGH BOULDER, 141
 SU0123'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A LONE 12-FOOT-HIGH CEDAR
 SU0123'TREE, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 10 FEET
 SU0123'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0046 ***********************************************************************
 SU0046  DESIGNATION -  K 375
 SU0046  PID         -  SU0046
 SU0046  STATE/COUNTY-  MT/LAKE
 SU0046  USGS QUAD   -  OLIVER POINT (1965)
 SU0046
 SU0046                         *CURRENT SURVEY CONTROL
 SU0046  ___________________________________________________________________
 SU0046* NAD 83(1986)-  47 37 16.     (N)    114 23 19.     (W)     SCALED    
 SU0046* NAVD 88     -       897.059  (meters)    2943.10   (feet)  ADJUSTED  
 SU0046  ___________________________________________________________________
 SU0046  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 SU0046  DYNAMIC HT  -         897.027 (meters)    2943.00  (feet)  COMP
 SU0046  MODELED GRAV-     980,547.2   (mgal)                       NAVD 88
 SU0046
 SU0046  VERT ORDER  -  SECOND    CLASS 0
 SU0046
 SU0046.The horizontal coordinates were scaled from a topographic map and have
 SU0046.an estimated accuracy of +/- 6 seconds.
 SU0046
 SU0046.The orthometric height was determined by differential leveling
 SU0046.and adjusted by the National Geodetic Survey in June 1991..
 SU0046
 SU0046.The geoid height was determined by GEOID03.
 SU0046
 SU0046.The dynamic height is computed by dividing the NAVD 88
 SU0046.geopotential number by the normal gravity value computed on the
 SU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0046.degrees latitude (g = 980.6199 gals.).
 SU0046
 SU0046.The modeled gravity was interpolated from observed gravity values.
 SU0046
 SU0046;                    North         East    Units  Estimated Accuracy
 SU0046;SPC MT       -   386,050.      232,960.      MT  (+/- 180 meters Scaled)
 SU0046
 SU0046                          SUPERSEDED SURVEY CONTROL
 SU0046
 SU0046  NGVD 29 (??/??/92)  895.964  (m)         2939.51   (f) ADJ UNCH    2 0
 SU0046
 SU0046.Superseded values are not recommended for survey control.
 SU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0046.See file dsdata.txt to determine how the superseded data were derived.
 SU0046
 SU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN962774(NAD 83)
 SU0046_MARKER: DB = BENCH MARK DISK
 SU0046_SETTING: 80 = SET IN A BOULDER
 SU0046_SP_SET: BOULDER
 SU0046_STAMPING: K 375 1950
 SU0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0046+STABILITY: SURFACE MOTION
 SU0046
 SU0046  HISTORY     - Date     Condition        Report By
 SU0046  HISTORY     - 1950     MONUMENTED       CGS
 SU0046
 SU0046                          STATION DESCRIPTION
 SU0046
 SU0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0046'15.1 MI SW FROM POLSON.
 SU0046'0.6 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT POLSON,
 SU0046'THENCE 8.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 6.4 MILES
 SU0046'SOUTHWEST ALONG A TRACK ROAD, 0.2 MILE SOUTHEAST OF AN ABANDONED
 SU0046'RANCHHOUSE, IN THE TOP OF A LARGE LONE BOULDER, 158 FEET SOUTHWEST OF
 SU0046'THE CENTER LINE OF THE ROAD, ABOUT 10 FEET HIGHER THAN THE ROAD, AND
 SU0046'MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0267 ***********************************************************************
 SU0267  DESIGNATION -  K 376
 SU0267  PID         -  SU0267
 SU0267  STATE/COUNTY-  MT/SANDERS
 SU0267  USGS QUAD   -  MARKLE PASS (1964)
 SU0267
 SU0267                         *CURRENT SURVEY CONTROL
 SU0267  ___________________________________________________________________
 SU0267* NAD 83(1986)-  47 36 57.     (N)    114 36 53.     (W)     SCALED    
 SU0267* NAVD 88     -       842.210  (meters)    2763.15   (feet)  ADJUSTED  
 SU0267  ___________________________________________________________________
 SU0267  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 SU0267  DYNAMIC HT  -         842.188 (meters)    2763.08  (feet)  COMP
 SU0267  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 SU0267
 SU0267  VERT ORDER  -  SECOND    CLASS 0
 SU0267
 SU0267.The horizontal coordinates were scaled from a topographic map and have
 SU0267.an estimated accuracy of +/- 6 seconds.
 SU0267
 SU0267.The orthometric height was determined by differential leveling
 SU0267.and adjusted by the National Geodetic Survey in June 1991..
 SU0267
 SU0267.The geoid height was determined by GEOID03.
 SU0267
 SU0267.The dynamic height is computed by dividing the NAVD 88
 SU0267.geopotential number by the normal gravity value computed on the
 SU0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0267.degrees latitude (g = 980.6199 gals.).
 SU0267
 SU0267.The modeled gravity was interpolated from observed gravity values.
 SU0267
 SU0267;                    North         East    Units  Estimated Accuracy
 SU0267;SPC MT       -   386,550.      215,970.      MT  (+/- 180 meters Scaled)
 SU0267
 SU0267                          SUPERSEDED SURVEY CONTROL
 SU0267
 SU0267  NGVD 29 (??/??/92)  841.096  (m)         2759.50   (f) ADJ UNCH    2 0
 SU0267
 SU0267.Superseded values are not recommended for survey control.
 SU0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0267.See file dsdata.txt to determine how the superseded data were derived.
 SU0267
 SU0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN792763(NAD 83)
 SU0267_MARKER: DB = BENCH MARK DISK
 SU0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0267_SP_SET: FOUNDATION
 SU0267_STAMPING: K 376 1950
 SU0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0267
 SU0267  HISTORY     - Date     Condition        Report By
 SU0267  HISTORY     - 1950     MONUMENTED       CGS
 SU0267
 SU0267                          STATION DESCRIPTION
 SU0267
 SU0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SU0267'2.3 MI E FROM CAMAS.
 SU0267'2.3 MILES EAST ALONG THE ROAD LEADING TO RONAN FROM THE POST OFFICE AT
 SU0267'CAMAS, AT THE HOT SPRINGS AIRPORT, AT THE HANGAR, SET VERTICALLY IN
 SU0267'THE WEST FACE OF THE CONCRETE FOUNDATION, 5.5 FEET SOUTH OF THE CENTER
 SU0267'OF THE ENTRANCE TO THE OFFICE, 1.2 FEET NORTH OF THE SOUTHWEST CORNER,
 SU0267'AND 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0627 ***********************************************************************
 SU0627  DESIGNATION -  K 377
 SU0627  PID         -  SU0627
 SU0627  STATE/COUNTY-  MT/SANDERS
 SU0627  USGS QUAD   -  DRIVEWAY PEAK (1988)
 SU0627
 SU0627                         *CURRENT SURVEY CONTROL
 SU0627  ___________________________________________________________________
 SU0627* NAD 83(1986)-  47 31 34.     (N)    115 37 22.     (W)     SCALED    
 SU0627* NAVD 88     -      1035.286  (meters)    3396.60   (feet)  ADJUSTED  
 SU0627  ___________________________________________________________________
 SU0627  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 SU0627  DYNAMIC HT  -        1035.205 (meters)    3396.34  (feet)  COMP
 SU0627  MODELED GRAV-     980,500.0   (mgal)                       NAVD 88
 SU0627
 SU0627  VERT ORDER  -  SECOND    CLASS 0
 SU0627
 SU0627.The horizontal coordinates were scaled from a topographic map and have
 SU0627.an estimated accuracy of +/- 6 seconds.
 SU0627
 SU0627.The orthometric height was determined by differential leveling
 SU0627.and adjusted by the National Geodetic Survey in June 1991..
 SU0627
 SU0627.The geoid height was determined by GEOID03.
 SU0627
 SU0627.The dynamic height is computed by dividing the NAVD 88
 SU0627.geopotential number by the normal gravity value computed on the
 SU0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0627.degrees latitude (g = 980.6199 gals.).
 SU0627
 SU0627.The modeled gravity was interpolated from observed gravity values.
 SU0627
 SU0627;                    North         East    Units  Estimated Accuracy
 SU0627;SPC MT       -   382,040.      139,650.      MT  (+/- 180 meters Scaled)
 SU0627
 SU0627                          SUPERSEDED SURVEY CONTROL
 SU0627
 SU0627  NGVD 29 (??/??/92) 1034.089  (m)         3392.67   (f) ADJ UNCH    2 0
 SU0627
 SU0627.Superseded values are not recommended for survey control.
 SU0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0627.See file dsdata.txt to determine how the superseded data were derived.
 SU0627
 SU0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN036645(NAD 83)
 SU0627_MARKER: DB = BENCH MARK DISK
 SU0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0627_STAMPING: K 377 1952
 SU0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0627+STABILITY: SURFACE MOTION
 SU0627
 SU0627  HISTORY     - Date     Condition        Report By
 SU0627  HISTORY     - 1952     MONUMENTED       CGS
 SU0627  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0627
 SU0627                          STATION DESCRIPTION
 SU0627
 SU0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0627'11.2 MI E FROM BURKE, IDAHO.
 SU0627'11.2 MILES EAST ALONG STATE HIGHWAY 4 FROM THE U.P RAILROAD STATION AT
 SU0627'BURKE, 0.05 MILE NORTHEAST OF A POINT WHERE THE HIGHWAY CROSSES UNDER
 SU0627'A POWER LINE, AT A T JUNCTION OF A TRACK ROAD LEADING NORTHWEST, IN A
 SU0627'SMALL CLEARING, 72.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SU0627'JUNCTION, 28.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET
 SU0627'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SU0627'PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.
 SU0627
 SU0627                          STATION RECOVERY (1982)
 SU0627
 SU0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0380 ***********************************************************************
 SU0380  DESIGNATION -  K 378
 SU0380  PID         -  SU0380
 SU0380  STATE/COUNTY-  MT/SANDERS
 SU0380  USGS QUAD   -  SEVEN POINT MOUNTAIN (1966)
 SU0380
 SU0380                         *CURRENT SURVEY CONTROL
 SU0380  ___________________________________________________________________
 SU0380* NAD 83(1986)-  47 51 38.     (N)    115 27 37.     (W)     SCALED    
 SU0380* NAVD 88     -       822.174  (meters)    2697.42   (feet)  ADJUSTED  
 SU0380  ___________________________________________________________________
 SU0380  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 SU0380  DYNAMIC HT  -         822.160 (meters)    2697.37  (feet)  COMP
 SU0380  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 SU0380
 SU0380  VERT ORDER  -  SECOND    CLASS 0
 SU0380
 SU0380.The horizontal coordinates were scaled from a topographic map and have
 SU0380.an estimated accuracy of +/- 6 seconds.
 SU0380
 SU0380.The orthometric height was determined by differential leveling
 SU0380.and adjusted by the National Geodetic Survey in June 1991..
 SU0380
 SU0380.The geoid height was determined by GEOID03.
 SU0380
 SU0380.The dynamic height is computed by dividing the NAVD 88
 SU0380.geopotential number by the normal gravity value computed on the
 SU0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0380.degrees latitude (g = 980.6199 gals.).
 SU0380
 SU0380.The modeled gravity was interpolated from observed gravity values.
 SU0380
 SU0380;                    North         East    Units  Estimated Accuracy
 SU0380;SPC MT       -   418,150.      154,670.      MT  (+/- 180 meters Scaled)
 SU0380
 SU0380                          SUPERSEDED SURVEY CONTROL
 SU0380
 SU0380  NGVD 29 (??/??/92)  820.972  (m)         2693.47   (f) ADJ UNCH    2 0
 SU0380
 SU0380.Superseded values are not recommended for survey control.
 SU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0380.See file dsdata.txt to determine how the superseded data were derived.
 SU0380
 SU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP151019(NAD 83)
 SU0380_MARKER: DB = BENCH MARK DISK
 SU0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0380_STAMPING: K 378 1952
 SU0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0380+STABILITY: SURFACE MOTION
 SU0380
 SU0380  HISTORY     - Date     Condition        Report By
 SU0380  HISTORY     - 1952     MONUMENTED       CGS
 SU0380
 SU0380                          STATION DESCRIPTION
 SU0380
 SU0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0380'9.7 MI NE FROM TROUT CREEK.
 SU0380'0.4 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC
 SU0380'RAILWAY STATION AT TROUT CREEK, THENCE 0.7 MILE NORTHWEST ALONG U. S.
 SU0380'HIGHWAY 10A, THENCE 3.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 SU0380'5.3 MILES NORTHEAST ALONG THE VERMILLION RIVER ROAD, 0.05 MILE WEST OF
 SU0380'THE JUNCTION OF A PRIVATE ROAD LEADING TO A GROUP OF SMALL BUILDINGS,
 SU0380'IN A SMALL CLEARING, 19 1/2 FEET NORTH OF AN 8-INCH TREE USED AS A
 SU0380'TELEPHONE POLE, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.7
 SU0380'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 SU0380'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SU0380'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0350 ***********************************************************************
 TN0350  DESIGNATION -  K 379
 TN0350  PID         -  TN0350
 TN0350  STATE/COUNTY-  MT/LINCOLN
 TN0350  USGS QUAD   -  LITTLE HOODOO MOUNTAIN (1983)
 TN0350
 TN0350                         *CURRENT SURVEY CONTROL
 TN0350  ___________________________________________________________________
 TN0350* NAD 83(1986)-  48 21 10.     (N)    115 31 34.     (W)     SCALED    
 TN0350* NAVD 88     -       673.413  (meters)    2209.36   (feet)  ADJUSTED  
 TN0350  ___________________________________________________________________
 TN0350  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TN0350  DYNAMIC HT  -         673.447 (meters)    2209.47  (feet)  COMP
 TN0350  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 TN0350
 TN0350  VERT ORDER  -  SECOND    CLASS 0
 TN0350
 TN0350.The horizontal coordinates were scaled from a topographic map and have
 TN0350.an estimated accuracy of +/- 6 seconds.
 TN0350
 TN0350.The orthometric height was determined by differential leveling
 TN0350.and adjusted by the National Geodetic Survey in June 1991..
 TN0350
 TN0350.The geoid height was determined by GEOID03.
 TN0350
 TN0350.The dynamic height is computed by dividing the NAVD 88
 TN0350.geopotential number by the normal gravity value computed on the
 TN0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0350.degrees latitude (g = 980.6199 gals.).
 TN0350
 TN0350.The modeled gravity was interpolated from observed gravity values.
 TN0350
 TN0350;                    North         East    Units  Estimated Accuracy
 TN0350;SPC MT       -   473,070.      153,960.      MT  (+/- 180 meters Scaled)
 TN0350
 TN0350                          SUPERSEDED SURVEY CONTROL
 TN0350
 TN0350  NGVD 29 (??/??/92)  672.236  (m)         2205.49   (f) ADJ UNCH    2 0
 TN0350
 TN0350.Superseded values are not recommended for survey control.
 TN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0350.See file dsdata.txt to determine how the superseded data were derived.
 TN0350
 TN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP091565(NAD 83)
 TN0350_MARKER: DB = BENCH MARK DISK
 TN0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0350_SP_SET: PIER
 TN0350_STAMPING: K 379 1952
 TN0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0350
 TN0350  HISTORY     - Date     Condition        Report By
 TN0350  HISTORY     - 1952     MONUMENTED       CGS
 TN0350
 TN0350                          STATION DESCRIPTION
 TN0350
 TN0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0350'3.4 MI S FROM LIBBY.
 TN0350'0.5 MILE SOUTHWEST ALONG MINERAL AVE. FROM THE GREAT NORTHERN RAILWAY
 TN0350'STATION AT LIBBY, THENCE 2.9 MILES SOUTH ALONG U. S. HIGHWAY 2, IN THE
 TN0350'TOP OF THE NORTHEAST END OF THE 2ND CONCRETE PIER FROM THE NORTHWEST
 TN0350'END OF A STEEL AND WOODEN BRIDGE, 26.6 FEET SOUTHEAST OF THE NORTHWEST
 TN0350'END, 12 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 TN0350'ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0370 ***********************************************************************
 SQ0370  DESIGNATION -  K 38
 SQ0370  PID         -  SQ0370
 SQ0370  STATE/COUNTY-  MT/GARFIELD
 SQ0370  USGS QUAD   -  LOST CREEK (1987)
 SQ0370
 SQ0370                         *CURRENT SURVEY CONTROL
 SQ0370  ___________________________________________________________________
 SQ0370* NAD 83(1986)-  47 33 47.     (N)    107 37 32.     (W)     SCALED    
 SQ0370* NAVD 88     -       914.428  (meters)    3000.09   (feet)  ADJUSTED  
 SQ0370  ___________________________________________________________________
 SQ0370  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 SQ0370  DYNAMIC HT  -         914.441 (meters)    3000.13  (feet)  COMP
 SQ0370  MODELED GRAV-     980,594.7   (mgal)                       NAVD 88
 SQ0370
 SQ0370  VERT ORDER  -  FIRST     CLASS II
 SQ0370
 SQ0370.The horizontal coordinates were scaled from a topographic map and have
 SQ0370.an estimated accuracy of +/- 6 seconds.
 SQ0370
 SQ0370.The orthometric height was determined by differential leveling
 SQ0370.and adjusted by the National Geodetic Survey in June 1991..
 SQ0370
 SQ0370.The geoid height was determined by GEOID03.
 SQ0370
 SQ0370.The dynamic height is computed by dividing the NAVD 88
 SQ0370.geopotential number by the normal gravity value computed on the
 SQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0370.degrees latitude (g = 980.6199 gals.).
 SQ0370
 SQ0370.The modeled gravity was interpolated from observed gravity values.
 SQ0370
 SQ0370;                    North         East    Units  Estimated Accuracy
 SQ0370;SPC MT       -   369,830.      740,970.      MT  (+/- 180 meters Scaled)
 SQ0370
 SQ0370                          SUPERSEDED SURVEY CONTROL
 SQ0370
 SQ0370  NGVD 29 (??/??/92)  913.696  (m)         2997.68   (f) ADJ UNCH    1 2
 SQ0370
 SQ0370.Superseded values are not recommended for survey control.
 SQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0370.See file dsdata.txt to determine how the superseded data were derived.
 SQ0370
 SQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN025710(NAD 83)
 SQ0370_MARKER: DB = BENCH MARK DISK
 SQ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0370_STAMPING: 2997.684 K 38 1931
 SQ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0370+STABILITY: SURFACE MOTION
 SQ0370
 SQ0370  HISTORY     - Date     Condition        Report By
 SQ0370  HISTORY     - 1931     MONUMENTED       CGS
 SQ0370  HISTORY     - 1965     GOOD             USGS
 SQ0370
 SQ0370                          STATION DESCRIPTION
 SQ0370
 SQ0370'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0370'24.0 MI NW FROM BRUSETT.
 SQ0370'ABOUT 25 MILES NORTHWEST ALONG THE DEVIL CREEK ROAD FROM BRUSETT,
 SQ0370'GARFIELD COUNTY, IN THE SW CORNER OF SECTION 21, T 21 N. R 32 E.,
 SQ0370'ABOUT 100 FEET WEST OF A WALL OF A GORGE AND 57 FT WEST OF THE ROAD,
 SQ0370'ON A GRASSY TOP.  A STANDARD DISK STAMPED 2997.684 K 38 1931 AND SET
 SQ0370'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0290 ***********************************************************************
 TN0290  DESIGNATION -  K 380
 TN0290  PID         -  TN0290
 TN0290  STATE/COUNTY-  MT/LINCOLN
 TN0290  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0290
 TN0290                         *CURRENT SURVEY CONTROL
 TN0290  ___________________________________________________________________
 TN0290* NAD 83(1986)-  48 02 38.     (N)    115 17 13.     (W)     SCALED    
 TN0290* NAVD 88     -       942.969  (meters)    3093.72   (feet)  ADJUSTED  
 TN0290  ___________________________________________________________________
 TN0290  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 TN0290  DYNAMIC HT  -         942.953 (meters)    3093.67  (feet)  COMP
 TN0290  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 TN0290
 TN0290  VERT ORDER  -  SECOND    CLASS 0
 TN0290
 TN0290.The horizontal coordinates were scaled from a topographic map and have
 TN0290.an estimated accuracy of +/- 6 seconds.
 TN0290
 TN0290.The orthometric height was determined by differential leveling
 TN0290.and adjusted by the National Geodetic Survey in June 1991..
 TN0290
 TN0290.The geoid height was determined by GEOID03.
 TN0290
 TN0290.The dynamic height is computed by dividing the NAVD 88
 TN0290.geopotential number by the normal gravity value computed on the
 TN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0290.degrees latitude (g = 980.6199 gals.).
 TN0290
 TN0290.The modeled gravity was interpolated from observed gravity values.
 TN0290
 TN0290;                    North         East    Units  Estimated Accuracy
 TN0290;SPC MT       -   437,500.      169,100.      MT  (+/- 180 meters Scaled)
 TN0290
 TN0290                          SUPERSEDED SURVEY CONTROL
 TN0290
 TN0290  NGVD 29 (??/??/92)  941.778  (m)         3089.82   (f) ADJ UNCH    2 0
 TN0290
 TN0290.Superseded values are not recommended for survey control.
 TN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0290.See file dsdata.txt to determine how the superseded data were derived.
 TN0290
 TN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP276225(NAD 83)
 TN0290_MARKER: DB = BENCH MARK DISK
 TN0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0290_STAMPING: K 380 1952
 TN0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0290+STABILITY: SURFACE MOTION
 TN0290
 TN0290  HISTORY     - Date     Condition        Report By
 TN0290  HISTORY     - 1952     MONUMENTED       CGS
 TN0290
 TN0290                          STATION DESCRIPTION
 TN0290
 TN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0290'8.3 MI SW FROM HAPPYS INN.
 TN0290'8.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 2 FROM THE SERVICE STATION AT
 TN0290'HAPPYS INN, AT THE Y JUNCTION OF MCGINNIS MEADOWS ROAD, 59 FEET
 TN0290'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTH OF THE
 TN0290'CENTER LINE OF THE ROAD, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 TN0290'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TN0290'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0164 ***********************************************************************
 TN0164  DESIGNATION -  K 381
 TN0164  PID         -  TN0164
 TN0164  STATE/COUNTY-  MT/FLATHEAD
 TN0164  USGS QUAD   -  HASKILL MOUNTAIN (1994)
 TN0164
 TN0164                         *CURRENT SURVEY CONTROL
 TN0164  ___________________________________________________________________
 TN0164* NAD 83(1986)-  48 06 23.     (N)    114 35 20.     (W)     SCALED    
 TN0164* NAVD 88     -      1054.998  (meters)    3461.27   (feet)  ADJUSTED  
 TN0164  ___________________________________________________________________
 TN0164  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 TN0164  DYNAMIC HT  -        1054.977 (meters)    3461.20  (feet)  COMP
 TN0164  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 TN0164
 TN0164  VERT ORDER  -  SECOND    CLASS 0
 TN0164
 TN0164.The horizontal coordinates were scaled from a topographic map and have
 TN0164.an estimated accuracy of +/- 6 seconds.
 TN0164
 TN0164.The orthometric height was determined by differential leveling
 TN0164.and adjusted by the National Geodetic Survey in June 1991..
 TN0164
 TN0164.The geoid height was determined by GEOID03.
 TN0164
 TN0164.The dynamic height is computed by dividing the NAVD 88
 TN0164.geopotential number by the normal gravity value computed on the
 TN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0164.degrees latitude (g = 980.6199 gals.).
 TN0164
 TN0164.The modeled gravity was interpolated from observed gravity values.
 TN0164
 TN0164;                    North         East    Units  Estimated Accuracy
 TN0164;SPC MT       -   440,820.      221,450.      MT  (+/- 180 meters Scaled)
 TN0164
 TN0164                          SUPERSEDED SURVEY CONTROL
 TN0164
 TN0164  NGVD 29 (??/??/92) 1053.850  (m)         3457.51   (f) ADJ UNCH    2 0
 TN0164
 TN0164.Superseded values are not recommended for survey control.
 TN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0164.See file dsdata.txt to determine how the superseded data were derived.
 TN0164
 TN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP794309(NAD 83)
 TN0164_MARKER: DB = BENCH MARK DISK
 TN0164_SETTING: 80 = SET IN A BOULDER
 TN0164_SP_SET: BOULDER
 TN0164_STAMPING: K 381 1952
 TN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0164+STABILITY: SURFACE MOTION
 TN0164
 TN0164  HISTORY     - Date     Condition        Report By
 TN0164  HISTORY     - 1952     MONUMENTED       CGS
 TN0164
 TN0164                          STATION DESCRIPTION
 TN0164
 TN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TN0164'4.1 MI E FROM MERION.
 TN0164'0.8 MILE SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT MARION,
 TN0164'THENCE 3.3 MILES EAST ALONG U. S. HIGHWAY 2, IN THE TOP OF A 4- X
 TN0164'4-FOOT GREY BOULDER PROJECTING 7 FEET ABOVE THE GROUND ON THE TOP OF
 TN0164'THE NORTHEAST BANK OF A CUT, 58 FEET NORTHEAST OF THE CENTER LINE OF
 TN0164'THE HIGHWAY, 57 FEET SOUTHEAST OF A TELEPHONE POLE, AND ABOUT 8 FEET
 TN0164'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0305 ***********************************************************************
 SU0305  DESIGNATION -  K 382
 SU0305  PID         -  SU0305
 SU0305  STATE/COUNTY-  MT/FLATHEAD
 SU0305  USGS QUAD   -  HUBBART RESERVOIR (1994)
 SU0305
 SU0305                         *CURRENT SURVEY CONTROL
 SU0305  ___________________________________________________________________
 SU0305* NAD 83(1986)-  47 55 55.     (N)    114 41 29.     (W)     SCALED    
 SU0305* NAVD 88     -      1116.324  (meters)    3662.47   (feet)  ADJUSTED  
 SU0305  ___________________________________________________________________
 SU0305  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 SU0305  DYNAMIC HT  -        1116.273 (meters)    3662.31  (feet)  COMP
 SU0305  MODELED GRAV-     980,528.0   (mgal)                       NAVD 88
 SU0305
 SU0305  VERT ORDER  -  SECOND    CLASS 0
 SU0305
 SU0305.The horizontal coordinates were scaled from a topographic map and have
 SU0305.an estimated accuracy of +/- 6 seconds.
 SU0305
 SU0305.The orthometric height was determined by differential leveling
 SU0305.and adjusted by the National Geodetic Survey in June 1991..
 SU0305
 SU0305.The geoid height was determined by GEOID03.
 SU0305
 SU0305.The dynamic height is computed by dividing the NAVD 88
 SU0305.geopotential number by the normal gravity value computed on the
 SU0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0305.degrees latitude (g = 980.6199 gals.).
 SU0305
 SU0305.The modeled gravity was interpolated from observed gravity values.
 SU0305
 SU0305;                    North         East    Units  Estimated Accuracy
 SU0305;SPC MT       -   421,980.      212,550.      MT  (+/- 180 meters Scaled)
 SU0305
 SU0305                          SUPERSEDED SURVEY CONTROL
 SU0305
 SU0305  NGVD 29 (??/??/92) 1115.174  (m)         3658.70   (f) ADJ UNCH    2 0
 SU0305
 SU0305.Superseded values are not recommended for survey control.
 SU0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0305.See file dsdata.txt to determine how the superseded data were derived.
 SU0305
 SU0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP724113(NAD 83)
 SU0305_MARKER: DB = BENCH MARK DISK
 SU0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0305_STAMPING: K 382 1952
 SU0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0305+STABILITY: SURFACE MOTION
 SU0305
 SU0305  HISTORY     - Date     Condition        Report By
 SU0305  HISTORY     - 1952     MONUMENTED       CGS
 SU0305
 SU0305                          STATION DESCRIPTION
 SU0305
 SU0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0305'14.1 MI SW FROM MARION.
 SU0305'0.8 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 SU0305'MARION, THENCE 5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 2, THENCE 8.2
 SU0305'MILES SOUTH ALONG A COUNTY ROAD, 12.1 MILES NORTHWEST OF NIARADA, 31.7
 SU0305'FEET NORTHEAST OF A FENCE, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SU0305'ROAD, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 SU0305'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SU0305'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0597 ***********************************************************************
 SU0597  DESIGNATION -  K 383
 SU0597  PID         -  SU0597
 SU0597  STATE/COUNTY-  MT/SANDERS
 SU0597  USGS QUAD   -  NOXON (1983)
 SU0597
 SU0597                         *CURRENT SURVEY CONTROL
 SU0597  ___________________________________________________________________
 SU0597* NAD 83(1986)-  47 59 46.     (N)    115 46 50.     (W)     SCALED    
 SU0597* NAVD 88     -       666.905  (meters)    2188.00   (feet)  ADJUSTED  
 SU0597  ___________________________________________________________________
 SU0597  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SU0597  DYNAMIC HT  -         666.921 (meters)    2188.06  (feet)  COMP
 SU0597  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 SU0597
 SU0597  VERT ORDER  -  FIRST     CLASS II
 SU0597
 SU0597.The horizontal coordinates were scaled from a topographic map and have
 SU0597.an estimated accuracy of +/- 6 seconds.
 SU0597
 SU0597.The orthometric height was determined by differential leveling
 SU0597.and adjusted by the National Geodetic Survey in June 1991..
 SU0597
 SU0597.The geoid height was determined by GEOID03.
 SU0597
 SU0597.The dynamic height is computed by dividing the NAVD 88
 SU0597.geopotential number by the normal gravity value computed on the
 SU0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0597.degrees latitude (g = 980.6199 gals.).
 SU0597
 SU0597.The modeled gravity was interpolated from observed gravity values.
 SU0597
 SU0597;                    North         East    Units  Estimated Accuracy
 SU0597;SPC MT       -   435,040.      131,990.      MT  (+/- 180 meters Scaled)
 SU0597
 SU0597                          SUPERSEDED SURVEY CONTROL
 SU0597
 SU0597  NGVD 29 (??/??/92)  665.731  (m)         2184.15   (f) ADJ UNCH    1 2
 SU0597
 SU0597.Superseded values are not recommended for survey control.
 SU0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0597.See file dsdata.txt to determine how the superseded data were derived.
 SU0597
 SU0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP909165(NAD 83)
 SU0597_MARKER: DB = BENCH MARK DISK
 SU0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0597_STAMPING: K 383 1952
 SU0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0597+STABILITY: SURFACE MOTION
 SU0597
 SU0597  HISTORY     - Date     Condition        Report By
 SU0597  HISTORY     - 1952     MONUMENTED       CGS
 SU0597  HISTORY     - 1959     GOOD             NGS
 SU0597
 SU0597                          STATION DESCRIPTION
 SU0597
 SU0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0597'IN NOXON.
 SU0597'AT NOXON, AT THE NORTHERN PACIFIC RAILROAD STATION, 141.0 FEET WEST OF
 SU0597'THE NORTHWEST CORNER OF THE STATION, 40.4 FEET SOUTHWEST OF THE
 SU0597'SOUTHWEST RAIL OF THE MAIN TRACKS, 4.1 FEET NORTHWEST OF TELEGRAPH
 SU0597'POLE NO. 39 G, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2.0 FEET
 SU0597'LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 SU0597'PROJECTING 0.6 FOOT ABOVE THE SURFACE OF THE GROUND.
 SU0597
 SU0597                          STATION RECOVERY (1959)
 SU0597
 SU0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SU0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0363 ***********************************************************************
 TN0363  DESIGNATION -  K 388
 TN0363  PID         -  TN0363
 TN0363  STATE/COUNTY-  MT/SANDERS
 TN0363  USGS QUAD   -  SMEADS BENCH (1983)
 TN0363
 TN0363                         *CURRENT SURVEY CONTROL
 TN0363  ___________________________________________________________________
 TN0363* NAD 83(1986)-  48 01 18.     (N)    115 51 24.     (W)     SCALED    
 TN0363* NAVD 88     -       669.287  (meters)    2195.82   (feet)  ADJUSTED  
 TN0363  ___________________________________________________________________
 TN0363  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TN0363  DYNAMIC HT  -         669.298 (meters)    2195.86  (feet)  COMP
 TN0363  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 TN0363
 TN0363  VERT ORDER  -  FIRST     CLASS II
 TN0363
 TN0363.The horizontal coordinates were scaled from a topographic map and have
 TN0363.an estimated accuracy of +/- 6 seconds.
 TN0363
 TN0363.The orthometric height was determined by differential leveling
 TN0363.and adjusted by the National Geodetic Survey in June 1991..
 TN0363
 TN0363.The geoid height was determined by GEOID03.
 TN0363
 TN0363.The dynamic height is computed by dividing the NAVD 88
 TN0363.geopotential number by the normal gravity value computed on the
 TN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0363.degrees latitude (g = 980.6199 gals.).
 TN0363
 TN0363.The modeled gravity was interpolated from observed gravity values.
 TN0363
 TN0363;                    North         East    Units  Estimated Accuracy
 TN0363;SPC MT       -   438,330.      126,570.      MT  (+/- 180 meters Scaled)
 TN0363
 TN0363                          SUPERSEDED SURVEY CONTROL
 TN0363
 TN0363  NGVD 29 (??/??/92)  668.105  (m)         2191.94   (f) ADJ UNCH    1 2
 TN0363
 TN0363.Superseded values are not recommended for survey control.
 TN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0363.See file dsdata.txt to determine how the superseded data were derived.
 TN0363
 TN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP852193(NAD 83)
 TN0363_MARKER: DB = BENCH MARK DISK
 TN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0363_STAMPING: K 388 1959
 TN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0363+STABILITY: SURFACE MOTION
 TN0363
 TN0363  HISTORY     - Date     Condition        Report By
 TN0363  HISTORY     - 1959     MONUMENTED       CGS
 TN0363
 TN0363                          STATION DESCRIPTION
 TN0363
 TN0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TN0363'4.0 MI NW FROM NOXON.
 TN0363'ABOUT 4.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TN0363'ABANDONED STATION AT NOXON, 75 FEET SOUTHWEST OF AND ACROSS THE TRACK
 TN0363'FROM MILEPOST 74, 50.5 FEET SOUTH OF THE SOUTH RAIL, 42 FEET NORTH OF
 TN0363'THE CENTER LINE OF A ROAD, 6 FEET SOUTH OF A TELEGRAPH POLE WITH A GUY
 TN0363'WIRE, 4.2 FEET NORTH OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST,
 TN0363'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TN0363'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0372 ***********************************************************************
 TJ0372  DESIGNATION -  K 39
 TJ0372  PID         -  TJ0372
 TJ0372  STATE/COUNTY-  MT/PHILLIPS
 TJ0372  USGS QUAD   -  BUTTON BUTTE (1984)
 TJ0372
 TJ0372                         *CURRENT SURVEY CONTROL
 TJ0372  ___________________________________________________________________
 TJ0372* NAD 83(1986)-  48 02 39.     (N)    107 53 18.     (W)     SCALED    
 TJ0372* NAVD 88     -       741.804  (meters)    2433.74   (feet)  ADJUSTED  
 TJ0372  ___________________________________________________________________
 TJ0372  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 TJ0372  DYNAMIC HT  -         741.852 (meters)    2433.89  (feet)  COMP
 TJ0372  MODELED GRAV-     980,652.0   (mgal)                       NAVD 88
 TJ0372
 TJ0372  VERT ORDER  -  FIRST     CLASS II
 TJ0372
 TJ0372.The horizontal coordinates were scaled from a topographic map and have
 TJ0372.an estimated accuracy of +/- 6 seconds.
 TJ0372
 TJ0372.The orthometric height was determined by differential leveling
 TJ0372.and adjusted by the National Geodetic Survey in June 1991..
 TJ0372
 TJ0372.The geoid height was determined by GEOID03.
 TJ0372
 TJ0372.The dynamic height is computed by dividing the NAVD 88
 TJ0372.geopotential number by the normal gravity value computed on the
 TJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0372.degrees latitude (g = 980.6199 gals.).
 TJ0372
 TJ0372.The modeled gravity was interpolated from observed gravity values.
 TJ0372
 TJ0372;                    North         East    Units  Estimated Accuracy
 TJ0372;SPC MT       -   422,840.      720,110.      MT  (+/- 180 meters Scaled)
 TJ0372
 TJ0372                          SUPERSEDED SURVEY CONTROL
 TJ0372
 TJ0372  NGVD 29 (??/??/92)  741.056  (m)         2431.28   (f) ADJ UNCH    1 2
 TJ0372
 TJ0372.Superseded values are not recommended for survey control.
 TJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0372.See file dsdata.txt to determine how the superseded data were derived.
 TJ0372
 TJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP847252(NAD 83)
 TJ0372_MARKER: DB = BENCH MARK DISK
 TJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0372_STAMPING: 2431.281 K 39 1931
 TJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0372+STABILITY: SURFACE MOTION
 TJ0372
 TJ0372  HISTORY     - Date     Condition        Report By
 TJ0372  HISTORY     - 1931     MONUMENTED       CGS
 TJ0372
 TJ0372                          STATION DESCRIPTION
 TJ0372
 TJ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TJ0372'22.4 MI S FROM MALTA.
 TJ0372'ABOUT 22.4 MILES SOUTH ALONG THE MALTA-FIRST CREEK ROAD FROM THE
 TJ0372'GREAT NORTHERN RAILWAY STATION AT MALTA, PHILLIPS COUNTY, ABOUT 1.2
 TJ0372'MILES NORTH OF THE BRIDGE OVER BEAVER CREEK, ABOUT 50 FEET EAST OF
 TJ0372'THE ROAD, AND AT AN EAST-AND-WEST FENCE LINE.  A STANDARD DISK,
 TJ0372'STAMPED 2431.281 K 39 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0328 ***********************************************************************
 RU0328  DESIGNATION -  K 393
 RU0328  PID         -  RU0328
 RU0328  STATE/COUNTY-  MT/TREASURE
 RU0328  USGS QUAD   -  SANDERS (1984)
 RU0328
 RU0328                         *CURRENT SURVEY CONTROL
 RU0328  ___________________________________________________________________
 RU0328* NAD 83(1986)-  46 17 33.     (N)    107 07 04.     (W)     SCALED    
 RU0328* NAVD 88     -       794.333  (meters)    2606.07   (feet)  ADJUSTED  
 RU0328  ___________________________________________________________________
 RU0328  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 RU0328  DYNAMIC HT  -         794.250 (meters)    2605.80  (feet)  COMP
 RU0328  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 RU0328
 RU0328  VERT ORDER  -  FIRST     CLASS II
 RU0328
 RU0328.The horizontal coordinates were scaled from a topographic map and have
 RU0328.an estimated accuracy of +/- 6 seconds.
 RU0328
 RU0328.The orthometric height was determined by differential leveling
 RU0328.and adjusted by the National Geodetic Survey in June 1991..
 RU0328
 RU0328.The geoid height was determined by GEOID03.
 RU0328
 RU0328.The dynamic height is computed by dividing the NAVD 88
 RU0328.geopotential number by the normal gravity value computed on the
 RU0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0328.degrees latitude (g = 980.6199 gals.).
 RU0328
 RU0328.The modeled gravity was interpolated from observed gravity values.
 RU0328
 RU0328;                    North         East    Units  Estimated Accuracy
 RU0328;SPC MT       -   229,760.      783,440.      MT  (+/- 180 meters Scaled)
 RU0328
 RU0328                          SUPERSEDED SURVEY CONTROL
 RU0328
 RU0328  NGVD 29 (??/??/92)  793.685  (m)         2603.95   (f) ADJ UNCH    1 2
 RU0328
 RU0328.Superseded values are not recommended for survey control.
 RU0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0328.See file dsdata.txt to determine how the superseded data were derived.
 RU0328
 RU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM368287(NAD 83)
 RU0328_MARKER: DB = BENCH MARK DISK
 RU0328_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RU0328_SP_SET: 22 1/2 FEET
 RU0328_STAMPING: K 393 1958
 RU0328_MARK LOGO: CGS   
 RU0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0328
 RU0328  HISTORY     - Date     Condition        Report By
 RU0328  HISTORY     - 1958     MONUMENTED       CGS
 RU0328  HISTORY     - 1960     GOOD             NGS
 RU0328  HISTORY     - 1981     GOOD             NGS
 RU0328
 RU0328                          STATION DESCRIPTION
 RU0328
 RU0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0328'5.7 MI E FROM HYSHAM.
 RU0328'ABOUT 5.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0328'STATION AT HYSHAM, ON SECTION LINE 5 AND 8, T 6 N, R 37 E, 16 1/2
 RU0328'POLES WEST OF MILEPOST 145, 90 1/2 FEET NORTH OF THE NORTH RAIL, 131
 RU0328'FEET NORTHEAST OF THE CENTER LINE OF A ROAD CROSSING, 36 FEET
 RU0328'NORTHWEST OF A FENCE CORNER, 2 1/2 FEET SOUTHWEST OF A FENCE, 2 FEET
 RU0328'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 RU0328'TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROAD WHICH IS
 RU0328'DRIVEN TO A DEPTH OF 22 1/2 FEET AND IS ENCASED IN A 6-INCH TILE
 RU0328'PROJECTING 5 INCHES.
 RU0328
 RU0328                          STATION RECOVERY (1981)
 RU0328
 RU0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0328'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION (QUAD 461072, LINE
 RU0328'101) IS ADEQUATE EXCEPT ADD=AT A POWERLINE CROSSING AND 24.7 METERS
 RU0328'(81.0 FT) NORTHEAST OF UTILITY POLE NUMBER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0354 ***********************************************************************
 RU0354  DESIGNATION -  K 394
 RU0354  PID         -  RU0354
 RU0354  STATE/COUNTY-  MT/YELLOWSTONE
 RU0354  USGS QUAD   -  WACO (1980)
 RU0354
 RU0354                         *CURRENT SURVEY CONTROL
 RU0354  ___________________________________________________________________
 RU0354* NAD 83(1986)-  46 04 53.     (N)    107 41 06.     (W)     SCALED    
 RU0354* NAVD 88     -       848.067  (meters)    2782.37   (feet)  ADJUSTED  
 RU0354  ___________________________________________________________________
 RU0354  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 RU0354  DYNAMIC HT  -         847.940 (meters)    2781.95  (feet)  COMP
 RU0354  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 RU0354
 RU0354  VERT ORDER  -  FIRST     CLASS II
 RU0354
 RU0354.The horizontal coordinates were scaled from a topographic map and have
 RU0354.an estimated accuracy of +/- 6 seconds.
 RU0354
 RU0354.The orthometric height was determined by differential leveling
 RU0354.and adjusted by the National Geodetic Survey in June 1991..
 RU0354
 RU0354.The geoid height was determined by GEOID03.
 RU0354
 RU0354.The dynamic height is computed by dividing the NAVD 88
 RU0354.geopotential number by the normal gravity value computed on the
 RU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0354.degrees latitude (g = 980.6199 gals.).
 RU0354
 RU0354.The modeled gravity was interpolated from observed gravity values.
 RU0354
 RU0354;                    North         East    Units  Estimated Accuracy
 RU0354;SPC MT       -   205,150.      740,310.      MT  (+/- 180 meters Scaled)
 RU0354
 RU0354                          SUPERSEDED SURVEY CONTROL
 RU0354
 RU0354  NGVD 29 (??/??/92)  847.393  (m)         2780.16   (f) ADJ UNCH    1 2
 RU0354
 RU0354.Superseded values are not recommended for survey control.
 RU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0354.See file dsdata.txt to determine how the superseded data were derived.
 RU0354
 RU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM924065(NAD 83)
 RU0354_MARKER: DB = BENCH MARK DISK
 RU0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0354_SP_SET: ABUTMENT
 RU0354_STAMPING: K 394 1958
 RU0354_MARK LOGO: CGS   
 RU0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0354
 RU0354  HISTORY     - Date     Condition        Report By
 RU0354  HISTORY     - 1958     MONUMENTED       CGS
 RU0354  HISTORY     - 1960     GOOD             NGS
 RU0354  HISTORY     - 1981     GOOD             NGS
 RU0354
 RU0354                          STATION DESCRIPTION
 RU0354
 RU0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0354'7.35 MI SW FROM CUSTER.
 RU0354'ABOUT 7.35 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RU0354'THE STATION AT CUSTER, IN SECTION 24, T 4 N, R 32 E, 10 POLES
 RU0354'NORTHEAST OF MILEPOST 180, IN THE TOP OF THE SOUTHEAST END OF THE
 RU0354'NORTHEAST CONCRETE ABUTMENT OF TRESTLE 179, 4 FEET SOUTHEAST OF THE
 RU0354'SOUTHEAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 RU0354
 RU0354                          STATION RECOVERY (1981)
 RU0354
 RU0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0354'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE EXCEPT
 RU0354'THIS MARK IS NOW INACCESSIBLE, IT IS UNDER A RAILROAD TIE AND CANNOT
 RU0354'BE LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0327 ***********************************************************************
 RU0327  DESIGNATION -  K 395
 RU0327  PID         -  RU0327
 RU0327  STATE/COUNTY-  MT/TREASURE
 RU0327  USGS QUAD   -  HYSHAM (1983)
 RU0327
 RU0327                         *CURRENT SURVEY CONTROL
 RU0327  ___________________________________________________________________
 RU0327* NAD 83(1986)-  46 17 38.     (N)    107 08 13.     (W)     SCALED    
 RU0327* NAVD 88     -       796.528  (meters)    2613.28   (feet)  ADJUSTED  
 RU0327  ___________________________________________________________________
 RU0327  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 RU0327  DYNAMIC HT  -         796.443 (meters)    2613.00  (feet)  COMP
 RU0327  MODELED GRAV-     980,482.1   (mgal)                       NAVD 88
 RU0327
 RU0327  VERT ORDER  -  FIRST     CLASS II
 RU0327
 RU0327.The horizontal coordinates were scaled from a topographic map and have
 RU0327.an estimated accuracy of +/- 6 seconds.
 RU0327
 RU0327.The orthometric height was determined by differential leveling
 RU0327.and adjusted by the National Geodetic Survey in June 1991..
 RU0327
 RU0327.The geoid height was determined by GEOID03.
 RU0327
 RU0327.The dynamic height is computed by dividing the NAVD 88
 RU0327.geopotential number by the normal gravity value computed on the
 RU0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0327.degrees latitude (g = 980.6199 gals.).
 RU0327
 RU0327.The modeled gravity was interpolated from observed gravity values.
 RU0327
 RU0327;                    North         East    Units  Estimated Accuracy
 RU0327;SPC MT       -   229,870.      781,960.      MT  (+/- 180 meters Scaled)
 RU0327
 RU0327                          SUPERSEDED SURVEY CONTROL
 RU0327
 RU0327  NGVD 29 (??/??/92)  795.873  (m)         2611.13   (f) ADJ UNCH    1 2
 RU0327
 RU0327.Superseded values are not recommended for survey control.
 RU0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0327.See file dsdata.txt to determine how the superseded data were derived.
 RU0327
 RU0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM354289(NAD 83)
 RU0327_MARKER: DB = BENCH MARK DISK
 RU0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0327_SP_SET: BRIDGE
 RU0327_STAMPING: K 395 1958
 RU0327_MARK LOGO: CGS   
 RU0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0327
 RU0327  HISTORY     - Date     Condition        Report By
 RU0327  HISTORY     - 1958     MONUMENTED       CGS
 RU0327  HISTORY     - 1960     GOOD             NGS
 RU0327  HISTORY     - 1981     GOOD             NGS
 RU0327
 RU0327                          STATION DESCRIPTION
 RU0327
 RU0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RU0327'4.85 MI E FROM HYSHAM.
 RU0327'ABOUT 4.85 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RU0327'STATION AT HYSHAM, IN SECTION 7, T 6 N, R 37 E, 14 POLES WEST OF
 RU0327'MILEPOST 146, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE SILL OF
 RU0327'THE BRIDGE OVER SARPY CREEK, 6 FEET SOUTH OF THE SOUTH RAIL, 3 FEET
 RU0327'BELOW THE TOP OF THE ABUTMENT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 RU0327'TRACKS.
 RU0327
 RU0327                          STATION RECOVERY (1981)
 RU0327
 RU0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0327'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0327'7.8 KM (4.85 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0327'THE RAILROAD STATION IN HYSHAM, 0.7 KM (0.45 MI) WEST OF MILE POST
 RU0327'146, IN THE TOP CENTER OF THE SOUTH END OF THE WEST ABUTMENT OF
 RU0327'RAILROAD BRIDGE NUMBER 146 OVER SARPY CREEK, AND 1.8 METERS (6.0 FT)
 RU0327'SOUTH OF THE NEAR RAIL.
 RU0327'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0331 ***********************************************************************
 TN0331  DESIGNATION -  K 4
 TN0331  PID         -  TN0331
 TN0331  STATE/COUNTY-  MT/LINCOLN
 TN0331  USGS QUAD   -  TROY (1983)
 TN0331
 TN0331                         *CURRENT SURVEY CONTROL
 TN0331  ___________________________________________________________________
 TN0331* NAD 83(1986)-  48 29 18.     (N)    115 54 25.     (W)     SCALED    
 TN0331* NAVD 88     -       571.057  (meters)    1873.54   (feet)  ADJUSTED  
 TN0331  ___________________________________________________________________
 TN0331  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0331  DYNAMIC HT  -         571.105 (meters)    1873.70  (feet)  COMP
 TN0331  MODELED GRAV-     980,677.6   (mgal)                       NAVD 88
 TN0331
 TN0331  VERT ORDER  -  FIRST     CLASS II
 TN0331
 TN0331.The horizontal coordinates were scaled from a topographic map and have
 TN0331.an estimated accuracy of +/- 6 seconds.
 TN0331
 TN0331.The orthometric height was determined by differential leveling
 TN0331.and adjusted by the National Geodetic Survey in June 1991..
 TN0331.WARNING-Repeat measurements at this control monument indicate possible
 TN0331.vertical movement.
 TN0331
 TN0331.The geoid height was determined by GEOID03.
 TN0331
 TN0331.The dynamic height is computed by dividing the NAVD 88
 TN0331.geopotential number by the normal gravity value computed on the
 TN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0331.degrees latitude (g = 980.6199 gals.).
 TN0331
 TN0331.The modeled gravity was interpolated from observed gravity values.
 TN0331
 TN0331;                    North         East    Units  Estimated Accuracy
 TN0331;SPC MT       -   490,330.      127,070.      MT  (+/- 180 meters Scaled)
 TN0331
 TN0331                          SUPERSEDED SURVEY CONTROL
 TN0331
 TN0331  NGVD 29 (??/??/92)  569.885  (m)         1869.70   (f) ADJ UNCH    1 2
 TN0331
 TN0331.Superseded values are not recommended for survey control.
 TN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0331.See file dsdata.txt to determine how the superseded data were derived.
 TN0331
 TN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP807711(NAD 83)
 TN0331_MARKER: DD = SURVEY DISK
 TN0331_SETTING: 80 = SET IN A BOULDER
 TN0331_SP_SET: BOULDER
 TN0331_STAMPING: K 4 1929
 TN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0331+STABILITY: SURFACE MOTION
 TN0331
 TN0331  HISTORY     - Date     Condition        Report By
 TN0331  HISTORY     - 1929     MONUMENTED       USGS
 TN0331  HISTORY     - 1944     GOOD             NGS
 TN0331
 TN0331                          STATION DESCRIPTION
 TN0331
 TN0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TN0331'1.8 MI NW FROM TROY.
 TN0331'1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM TROY,
 TN0331'LINCOLN COUNTY, 150 FEET NORTHWEST OF A SMALL RAILROAD SIGNAL, 70 FEET
 TN0331'SOUTHWEST OF THE TRACK, IN THE TOP OF AN EMBEDDED BOULDER AND ABOUT 3
 TN0331'FEET BELOW THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TN0331'DISK, STAMPED K 4 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0194 ***********************************************************************
 QX0194  DESIGNATION -  K 4 RESET
 QX0194  PID         -  QX0194
 QX0194  STATE/COUNTY-  MT/GALLATIN
 QX0194  USGS QUAD   -  MANHATTAN (1987)
 QX0194
 QX0194                         *CURRENT SURVEY CONTROL
 QX0194  ___________________________________________________________________
 QX0194* NAD 83(1986)-  45 51 23.     (N)    111 19 58.     (W)     SCALED    
 QX0194* NAVD 88     -      1294.372  (meters)    4246.62   (feet)  ADJUSTED  
 QX0194  ___________________________________________________________________
 QX0194  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 QX0194  DYNAMIC HT  -        1294.010 (meters)    4245.43  (feet)  COMP
 QX0194  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 QX0194  OBS GRAVITY -     980,287.9   (mgal)                       GRAV_OBS
 QX0194
 QX0194  VERT ORDER  -  FIRST     CLASS II
 QX0194
 QX0194.The horizontal coordinates were scaled from a topographic map and have
 QX0194.an estimated accuracy of +/- 6 seconds.
 QX0194
 QX0194.The orthometric height was determined by differential leveling
 QX0194.and adjusted by the National Geodetic Survey in June 1991..
 QX0194.WARNING-Repeat measurements at this control monument indicate possible
 QX0194.vertical movement.
 QX0194
 QX0194.The geoid height was determined by GEOID03.
 QX0194
 QX0194.The dynamic height is computed by dividing the NAVD 88
 QX0194.geopotential number by the normal gravity value computed on the
 QX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0194.degrees latitude (g = 980.6199 gals.).
 QX0194
 QX0194.The modeled gravity was interpolated from observed gravity values.
 QX0194.The observed gravity was obtained from relative gravimeter ties
 QX0194.to the IGSN71 gravity network.
 QX0194
 QX0194;                    North         East    Units  Estimated Accuracy
 QX0194;SPC MT       -   180,190.      457,730.      MT  (+/- 180 meters Scaled)
 QX0194
 QX0194                          SUPERSEDED SURVEY CONTROL
 QX0194
 QX0194.No superseded survey control is available for this station.
 QX0194
 QX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR741781(NAD 83)
 QX0194_MARKER: DD = SURVEY DISK
 QX0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0194_SP_SET: SIDEWALK
 QX0194_STAMPING: K 4 RESET 4243 1948
 QX0194_MARK LOGO: USGS  
 QX0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0194
 QX0194  HISTORY     - Date     Condition        Report By
 QX0194  HISTORY     - 1948     MONUMENTED       USGS
 QX0194  HISTORY     - 1958     GOOD             NGS
 QX0194  HISTORY     - 1982     GOOD             NGS
 QX0194
 QX0194                          STATION DESCRIPTION
 QX0194
 QX0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0194'IN MANHATTAN.
 QX0194'AT MANHATTAN, AT THE EAST CORNER OF THE INTERSECTION OF SOUTH RAILROAD
 QX0194'AND BROADWAY STREETS, IN THE TOP OF THE SIDEWALK LEADING TO THE WAR
 QX0194'MEMORIAL PLAQUE, 6 1/2 FEET WEST OF THE PLAQUE, 1 FOOT WEST OF A
 QX0194'DRINKING FOUNTAIN, AND ABOUT FLUSH WITH THE GROUND.
 QX0194
 QX0194                          STATION RECOVERY (1982)
 QX0194
 QX0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0194'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0194'IN MANHATTAN, AT THE INTERSECTION OF RAILROAD AVENUE AND BROADWAY
 QX0194'STREET, IN THE CENTER OF THE SIDEWALK LEADING TO THE WAR MEMORIAL
 QX0194'PLAQUE, 19.3 METERS (63.3 FT) SOUTHEAST OF THE CENTERLINE OF THE
 QX0194'STREET, 17.4 METERS (57.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 QX0194'AVENUE AND 2.0 METERS (6.6 FT) WEST OF THE WEST FACE OF THE PLAQUE.
 QX0194'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0243 ***********************************************************************
 RV0243  DESIGNATION -  K 4 X
 RV0243  PID         -  RV0243
 RV0243  STATE/COUNTY-  MT/WHEATLAND
 RV0243  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0243
 RV0243                         *CURRENT SURVEY CONTROL
 RV0243  ___________________________________________________________________
 RV0243* NAD 83(1986)-  46 28 37.     (N)    109 28 59.     (W)     SCALED    
 RV0243* NAVD 88     -      1255.589  (meters)    4119.38   (feet)  ADJUSTED  
 RV0243  ___________________________________________________________________
 RV0243  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 RV0243  DYNAMIC HT  -        1255.349 (meters)    4118.59  (feet)  COMP
 RV0243  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 RV0243
 RV0243  VERT ORDER  -  SECOND    CLASS 0
 RV0243
 RV0243.The horizontal coordinates were scaled from a topographic map and have
 RV0243.an estimated accuracy of +/- 6 seconds.
 RV0243
 RV0243.The orthometric height was determined by differential leveling
 RV0243.and adjusted by the National Geodetic Survey in June 1991..
 RV0243
 RV0243.The geoid height was determined by GEOID03.
 RV0243
 RV0243.The dynamic height is computed by dividing the NAVD 88
 RV0243.geopotential number by the normal gravity value computed on the
 RV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0243.degrees latitude (g = 980.6199 gals.).
 RV0243
 RV0243.The modeled gravity was interpolated from observed gravity values.
 RV0243
 RV0243;                    North         East    Units  Estimated Accuracy
 RV0243;SPC MT       -   247,470.      601,300.      MT  (+/- 180 meters Scaled)
 RV0243
 RV0243                          SUPERSEDED SURVEY CONTROL
 RV0243
 RV0243  NGVD 29 (??/??/92) 1254.686  (m)         4116.42   (f) ADJ UNCH    2 0
 RV0243
 RV0243.Superseded values are not recommended for survey control.
 RV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0243.See file dsdata.txt to determine how the superseded data were derived.
 RV0243
 RV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS164481(NAD 83)
 RV0243_MARKER: DS = TRIANGULATION STATION DISK
 RV0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0243_STAMPING: K 4 X 1961
 RV0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0243+STABILITY: SURFACE MOTION
 RV0243
 RV0243  HISTORY     - Date     Condition        Report By
 RV0243  HISTORY     - 1961     MONUMENTED       CGS
 RV0243
 RV0243                          STATION DESCRIPTION
 RV0243
 RV0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0243'2.55 MI N FROM HEDGESVILLE.
 RV0243'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0243'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0243'ROAD, THENCE 1.05 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE
 RV0243'NORTHEAST ALONG A TRACK ROAD, 46 YARDS NORTH-NORTHEAST OF THE
 RV0243'NORTHEAST END OF AN EARTH DAM, 45.5 FEET WEST-NORTHWEST OF K 4 X R.M.
 RV0243'1, 40.5 FEET NORTHEAST OF K 4 X R.M. 2, 1.5 FEET WEST OF A WITNESS
 RV0243'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RV0243'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0244 ***********************************************************************
 RV0244  DESIGNATION -  K 4 X RM 1
 RV0244  PID         -  RV0244
 RV0244  STATE/COUNTY-  MT/WHEATLAND
 RV0244  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0244
 RV0244                         *CURRENT SURVEY CONTROL
 RV0244  ___________________________________________________________________
 RV0244* NAD 83(1986)-  46 28 37.     (N)    109 28 57.     (W)     SCALED    
 RV0244* NAVD 88     -      1255.438  (meters)    4118.88   (feet)  ADJUSTED  
 RV0244  ___________________________________________________________________
 RV0244  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 RV0244  DYNAMIC HT  -        1255.198 (meters)    4118.10  (feet)  COMP
 RV0244  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 RV0244
 RV0244  VERT ORDER  -  SECOND    CLASS 0
 RV0244
 RV0244.The horizontal coordinates were scaled from a topographic map and have
 RV0244.an estimated accuracy of +/- 6 seconds.
 RV0244
 RV0244.The orthometric height was determined by differential leveling
 RV0244.and adjusted by the National Geodetic Survey in June 1991..
 RV0244
 RV0244.The geoid height was determined by GEOID03.
 RV0244
 RV0244.The dynamic height is computed by dividing the NAVD 88
 RV0244.geopotential number by the normal gravity value computed on the
 RV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0244.degrees latitude (g = 980.6199 gals.).
 RV0244
 RV0244.The modeled gravity was interpolated from observed gravity values.
 RV0244
 RV0244;                    North         East    Units  Estimated Accuracy
 RV0244;SPC MT       -   247,470.      601,340.      MT  (+/- 180 meters Scaled)
 RV0244
 RV0244                          SUPERSEDED SURVEY CONTROL
 RV0244
 RV0244  NGVD 29 (??/??/92) 1254.535  (m)         4115.92   (f) ADJ UNCH    2 0
 RV0244
 RV0244.Superseded values are not recommended for survey control.
 RV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0244.See file dsdata.txt to determine how the superseded data were derived.
 RV0244
 RV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS164481(NAD 83)
 RV0244_MARKER: DR = REFERENCE MARK DISK
 RV0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0244_STAMPING: K 4 X NO. 1 1961
 RV0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0244+STABILITY: SURFACE MOTION
 RV0244
 RV0244  HISTORY     - Date     Condition        Report By
 RV0244  HISTORY     - 1961     MONUMENTED       CGS
 RV0244
 RV0244                          STATION DESCRIPTION
 RV0244
 RV0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0244'2.55 MI N FROM HEDGESVILLE.
 RV0244'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0244'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0244'ROAD, THENCE 1.05 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE
 RV0244'NORTHEAST ALONG A TRACK ROAD, 0.1 MILE SOUTH-SOUTHWEST OF A WELL WITH
 RV0244'A PUMP AND WATERING TROUGH, 45.5 FEET EAST-SOUTHEAST OF K 4 X, 71.5
 RV0244'FEET EAST-NORTHEAST OF K 4 X R.M. 2, AND SET IN THE TOP OF A CONCRETE
 RV0244'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0242 ***********************************************************************
 RV0242  DESIGNATION -  K 4 X RM 2
 RV0242  PID         -  RV0242
 RV0242  STATE/COUNTY-  MT/WHEATLAND
 RV0242  USGS QUAD   -  HALBERT CREEK SOUTH (1986)
 RV0242
 RV0242                         *CURRENT SURVEY CONTROL
 RV0242  ___________________________________________________________________
 RV0242* NAD 83(1986)-  46 28 37.     (N)    109 28 59.     (W)     SCALED    
 RV0242* NAVD 88     -      1255.217  (meters)    4118.16   (feet)  ADJUSTED  
 RV0242  ___________________________________________________________________
 RV0242  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 RV0242  DYNAMIC HT  -        1254.977 (meters)    4117.37  (feet)  COMP
 RV0242  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 RV0242
 RV0242  VERT ORDER  -  SECOND    CLASS 0
 RV0242
 RV0242.The horizontal coordinates were scaled from a topographic map and have
 RV0242.an estimated accuracy of +/- 6 seconds.
 RV0242
 RV0242.The orthometric height was determined by differential leveling
 RV0242.and adjusted by the National Geodetic Survey in June 1991..
 RV0242
 RV0242.The geoid height was determined by GEOID03.
 RV0242
 RV0242.The dynamic height is computed by dividing the NAVD 88
 RV0242.geopotential number by the normal gravity value computed on the
 RV0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0242.degrees latitude (g = 980.6199 gals.).
 RV0242
 RV0242.The modeled gravity was interpolated from observed gravity values.
 RV0242
 RV0242;                    North         East    Units  Estimated Accuracy
 RV0242;SPC MT       -   247,470.      601,300.      MT  (+/- 180 meters Scaled)
 RV0242
 RV0242                          SUPERSEDED SURVEY CONTROL
 RV0242
 RV0242  NGVD 29 (??/??/92) 1254.314  (m)         4115.20   (f) ADJ UNCH    2 0
 RV0242
 RV0242.Superseded values are not recommended for survey control.
 RV0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0242.See file dsdata.txt to determine how the superseded data were derived.
 RV0242
 RV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS164481(NAD 83)
 RV0242_MARKER: DR = REFERENCE MARK DISK
 RV0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0242_STAMPING: K 4 X NO. 2 1961
 RV0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0242+STABILITY: SURFACE MOTION
 RV0242
 RV0242  HISTORY     - Date     Condition        Report By
 RV0242  HISTORY     - 1961     MONUMENTED       CGS
 RV0242
 RV0242                          STATION DESCRIPTION
 RV0242
 RV0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0242'2.55 MI N FROM HEDGESVILLE.
 RV0242'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE GREAT
 RV0242'NORTHERN RAILWAY AT HEDGESVILLE, THENCE 1.2 MILES EAST ALONG A GRAVEL
 RV0242'ROAD, THENCE 1.05 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE
 RV0242'NORTHEAST ALONG A TRACK ROAD, 0.1 MILE SOUTH-SOUTHWEST OF A WELL WITH
 RV0242'A PUMP AND WATERING TROUGH, 40.5 FEET SOUTHWEST OF K 4 X, 71.5 FEET
 RV0242'WEST-SOUTHWEST OF K 4 X R.M. 1, AND SET IN THE TOP OF A CONCRETE POST
 RV0242'0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0749 ***********************************************************************
 SS0749  DESIGNATION -  K 40
 SS0749  PID         -  SS0749
 SS0749  STATE/COUNTY-  MT/CASCADE
 SS0749  USGS QUAD   -  FIFE (1994)
 SS0749
 SS0749                         *CURRENT SURVEY CONTROL
 SS0749  ___________________________________________________________________
 SS0749* NAD 83(1986)-  47 27 19.     (N)    111 01 24.     (W)     SCALED    
 SS0749* NAVD 88     -      1105.184  (meters)    3625.92   (feet)  ADJUSTED  
 SS0749  ___________________________________________________________________
 SS0749  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 SS0749  DYNAMIC HT  -        1105.095 (meters)    3625.63  (feet)  COMP
 SS0749  MODELED GRAV-     980,494.1   (mgal)                       NAVD 88
 SS0749
 SS0749  VERT ORDER  -  FIRST     CLASS II
 SS0749
 SS0749.The horizontal coordinates were scaled from a topographic map and have
 SS0749.an estimated accuracy of +/- 6 seconds.
 SS0749
 SS0749.The orthometric height was determined by differential leveling
 SS0749.and adjusted by the National Geodetic Survey in June 1991..
 SS0749
 SS0749.The geoid height was determined by GEOID03.
 SS0749
 SS0749.The dynamic height is computed by dividing the NAVD 88
 SS0749.geopotential number by the normal gravity value computed on the
 SS0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0749.degrees latitude (g = 980.6199 gals.).
 SS0749
 SS0749.The modeled gravity was interpolated from observed gravity values.
 SS0749
 SS0749;                    North         East    Units  Estimated Accuracy
 SS0749;SPC MT       -   357,280.      485,200.      MT  (+/- 180 meters Scaled)
 SS0749
 SS0749                          SUPERSEDED SURVEY CONTROL
 SS0749
 SS0749  NGVD 29 (??/??/92) 1104.272  (m)         3622.93   (f) ADJ UNCH    1 2
 SS0749
 SS0749.Superseded values are not recommended for survey control.
 SS0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0749.See file dsdata.txt to determine how the superseded data were derived.
 SS0749
 SS0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT982557(NAD 83)
 SS0749_MARKER: DB = BENCH MARK DISK
 SS0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0749_SP_SET: FOUNDATION
 SS0749_STAMPING: K 40 1931
 SS0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0749
 SS0749  HISTORY     - Date     Condition        Report By
 SS0749  HISTORY     - 1931     MONUMENTED       CGS
 SS0749  HISTORY     - 1961     GOOD             NGS
 SS0749
 SS0749                          STATION DESCRIPTION
 SS0749
 SS0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0749'IN FIFE.
 SS0749'AT FIFE, ALONG THE GREAT NORTHERN RAILWAY, 107 FEET NORTHWEST OF AND
 SS0749'ACROSS THE TRACK FROM THE RAILROAD STATION, SET IN THE TOP OF THE
 SS0749'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION WHICH SUPPORTS 4 CONCRETE
 SS0749'GRAIN ELEVATORS, 122 FEET EAST OF THE CENTER OF A ROAD CROSSING, 49
 SS0749'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 4 1/2 FEET NORTH OF
 SS0749'THE NORTH RAIL OF A SIDE TRACK, ABOUT LEVEL WITH THE TRACK, AND ABOUT
 SS0749'6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0078 ***********************************************************************
 SS0078  DESIGNATION -  K 41
 SS0078  PID         -  SS0078
 SS0078  STATE/COUNTY-  MT/JUDITH BASIN
 SS0078  USGS QUAD   -  STANFORD (1978)
 SS0078
 SS0078                         *CURRENT SURVEY CONTROL
 SS0078  ___________________________________________________________________
 SS0078* NAD 83(1986)-  47 11 02.     (N)    110 14 06.     (W)     SCALED    
 SS0078* NAVD 88     -      1283.491  (meters)    4210.92   (feet)  ADJUSTED  
 SS0078  ___________________________________________________________________
 SS0078  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 SS0078  DYNAMIC HT  -        1283.325 (meters)    4210.38  (feet)  COMP
 SS0078  MODELED GRAV-     980,438.4   (mgal)                       NAVD 88
 SS0078
 SS0078  VERT ORDER  -  FIRST     CLASS II
 SS0078
 SS0078.The horizontal coordinates were scaled from a topographic map and have
 SS0078.an estimated accuracy of +/- 6 seconds.
 SS0078
 SS0078.The orthometric height was determined by differential leveling
 SS0078.and adjusted by the National Geodetic Survey in June 1991..
 SS0078
 SS0078.The geoid height was determined by GEOID03.
 SS0078
 SS0078.The dynamic height is computed by dividing the NAVD 88
 SS0078.geopotential number by the normal gravity value computed on the
 SS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0078.degrees latitude (g = 980.6199 gals.).
 SS0078
 SS0078.The modeled gravity was interpolated from observed gravity values.
 SS0078
 SS0078;                    North         East    Units  Estimated Accuracy
 SS0078;SPC MT       -   326,270.      544,330.      MT  (+/- 180 meters Scaled)
 SS0078
 SS0078                          SUPERSEDED SURVEY CONTROL
 SS0078
 SS0078  NGVD 29 (??/??/92) 1282.572  (m)         4207.90   (f) ADJ UNCH    1 2
 SS0078
 SS0078.Superseded values are not recommended for survey control.
 SS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0078.See file dsdata.txt to determine how the superseded data were derived.
 SS0078
 SS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT579258(NAD 83)
 SS0078_MARKER: DB = BENCH MARK DISK
 SS0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0078_SP_SET: ABUTMENT
 SS0078_STAMPING: K 41 1931
 SS0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0078
 SS0078  HISTORY     - Date     Condition        Report By
 SS0078  HISTORY     - 1931     MONUMENTED       CGS
 SS0078  HISTORY     - 1961     GOOD             NGS
 SS0078
 SS0078                          STATION DESCRIPTION
 SS0078
 SS0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0078'2.25 MI NW FROM STANFORD.
 SS0078'ABOUT 2.25 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0078'STATION AT STANFORD, IN SECTION 31, T 17 N, R 12 E, 5 POLES NORTHWEST
 SS0078'OF MILEPOST 156, 5 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE
 SS0078'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 SS0078'BRIDGE OVER WOLF CREEK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 SS0078'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0375 ***********************************************************************
 RV0375  DESIGNATION -  K 42
 RV0375  PID         -  RV0375
 RV0375  STATE/COUNTY-  MT/JUDITH BASIN
 RV0375  USGS QUAD   -  BUFFALO (1970)
 RV0375
 RV0375                         *CURRENT SURVEY CONTROL
 RV0375  ___________________________________________________________________
 RV0375* NAD 83(1986)-  46 45 30.     (N)    109 46 35.     (W)     SCALED    
 RV0375* NAVD 88     -      1355.183  (meters)    4446.13   (feet)  ADJUSTED  
 RV0375  ___________________________________________________________________
 RV0375  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 RV0375  DYNAMIC HT  -        1354.932 (meters)    4445.31  (feet)  COMP
 RV0375  MODELED GRAV-     980,380.8   (mgal)                       NAVD 88
 RV0375
 RV0375  VERT ORDER  -  FIRST     CLASS II
 RV0375
 RV0375.The horizontal coordinates were scaled from a topographic map and have
 RV0375.an estimated accuracy of +/- 6 seconds.
 RV0375
 RV0375.The orthometric height was determined by differential leveling
 RV0375.and adjusted by the National Geodetic Survey in June 1991..
 RV0375
 RV0375.The geoid height was determined by GEOID03.
 RV0375
 RV0375.The dynamic height is computed by dividing the NAVD 88
 RV0375.geopotential number by the normal gravity value computed on the
 RV0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0375.degrees latitude (g = 980.6199 gals.).
 RV0375
 RV0375.The modeled gravity was interpolated from observed gravity values.
 RV0375
 RV0375;                    North         East    Units  Estimated Accuracy
 RV0375;SPC MT       -   278,770.      578,900.      MT  (+/- 180 meters Scaled)
 RV0375
 RV0375                          SUPERSEDED SURVEY CONTROL
 RV0375
 RV0375  NGVD 29 (??/??/92) 1354.226  (m)         4442.99   (f) ADJ UNCH    1 2
 RV0375
 RV0375.Superseded values are not recommended for survey control.
 RV0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0375.See file dsdata.txt to determine how the superseded data were derived.
 RV0375
 RV0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS934790(NAD 83)
 RV0375_MARKER: DB = BENCH MARK DISK
 RV0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0375_STAMPING: K 42 1931
 RV0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0375+STABILITY: SURFACE MOTION
 RV0375
 RV0375  HISTORY     - Date     Condition        Report By
 RV0375  HISTORY     - 1931     MONUMENTED       CGS
 RV0375  HISTORY     - 1961     GOOD             NGS
 RV0375
 RV0375                          STATION DESCRIPTION
 RV0375
 RV0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0375'5.1 MI SE FROM BUFFALO.
 RV0375'ABOUT 5.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0375'STATION SIGN AT BUFFALO, 0.4 MILE NORTHWEST OF A GROUP OF STOCK PENS
 RV0375'AT BARROWS SIDING, 6 RAILS SOUTHEAST OF THE SOUTHEAST END OF A CUT, 12
 RV0375'POLE NORTHWEST OF MILEPOLE 109, 68 FEET NORTHEAST OF THE NORTHEAST
 RV0375'RAIL, 3 1/2 FEET SOUTHWEST OF A FENCE, 1 1/2 FEET NORTH OF A WITNESS
 RV0375'POST, ABOUT 3 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 RV0375'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0647 ***********************************************************************
 TM0647  DESIGNATION -  K 422
 TM0647  PID         -  TM0647
 TM0647  STATE/COUNTY-  MT/GLACIER
 TM0647  USGS QUAD   -  CUT BANK (1980)
 TM0647
 TM0647                         *CURRENT SURVEY CONTROL
 TM0647  ___________________________________________________________________
 TM0647* NAD 83(1986)-  48 38 13.     (N)    112 20 51.     (W)     SCALED    
 TM0647* NAVD 88     -      1124.311  (meters)    3688.68   (feet)  ADJUSTED  
 TM0647  ___________________________________________________________________
 TM0647  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 TM0647  DYNAMIC HT  -        1124.350 (meters)    3688.80  (feet)  COMP
 TM0647  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 TM0647
 TM0647  VERT ORDER  -  FIRST     CLASS II
 TM0647
 TM0647.The horizontal coordinates were scaled from a topographic map and have
 TM0647.an estimated accuracy of +/- 6 seconds.
 TM0647
 TM0647.The orthometric height was determined by differential leveling
 TM0647.and adjusted by the National Geodetic Survey in June 1991..
 TM0647
 TM0647.The geoid height was determined by GEOID03.
 TM0647
 TM0647.The dynamic height is computed by dividing the NAVD 88
 TM0647.geopotential number by the normal gravity value computed on the
 TM0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0647.degrees latitude (g = 980.6199 gals.).
 TM0647
 TM0647.The modeled gravity was interpolated from observed gravity values.
 TM0647
 TM0647;                    North         East    Units  Estimated Accuracy
 TM0647;SPC MT       -   491,310.      390,220.      MT  (+/- 180 meters Scaled)
 TM0647
 TM0647                          SUPERSEDED SURVEY CONTROL
 TM0647
 TM0647.No superseded survey control is available for this station.
 TM0647
 TM0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU007879(NAD 83)
 TM0647_MARKER: DB = BENCH MARK DISK
 TM0647_SETTING: 66 = SET IN ROCK OUTCROP
 TM0647_SP_SET: ROCK OUTCROP
 TM0647_STAMPING: K 422 1978
 TM0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0647+STABILITY: POSITION/ELEVATION WELL
 TM0647
 TM0647  HISTORY     - Date     Condition        Report By
 TM0647  HISTORY     - 1978     MONUMENTED       NGS
 TM0647
 TM0647                          STATION DESCRIPTION
 TM0647
 TM0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0647'0.3 MI EAST FROM CUT BANK.
 TM0647'0.3 MILE EAST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK RIVER IN
 TM0647'CUT BANK.  IN TOP OF A SANDSTONE LEDGE, LOCATED NEAR THE BASE OF A
 TM0647'CUTBANK AND 0.15 MILE NORTH FROM THE TOP OF A HILL, 275 FEET
 TM0647'SOUTHWEST OF THE CITY LIMIT SIGN LOCATED AT THE NORTHEAST END OF THE
 TM0647'CUTBANK, 102 FEET SOUTHEAST OF A LONE TREE ACROSS THE HIGHWAY, 32
 TM0647'FEET SOUTHEAST OF THE CENTERLINE OF THE UPHILL LANES OF HIGHWAY 2, AND
 TM0647'1 FOOT NORTHEAST OF A WITNESS POST WHICH IS SET IN THE SAME OUTCROP.
 TM0647'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0659 ***********************************************************************
 TM0659  DESIGNATION -  K 423
 TM0659  PID         -  TM0659
 TM0659  STATE/COUNTY-  MT/GLACIER
 TM0659  USGS QUAD   -  MISSION LAKE EAST (1968)
 TM0659
 TM0659                         *CURRENT SURVEY CONTROL
 TM0659  ___________________________________________________________________
 TM0659* NAD 83(1986)-  48 37 28.     (N)    112 33 49.     (W)     SCALED    
 TM0659* NAVD 88     -      1227.615  (meters)    4027.60   (feet)  ADJUSTED  
 TM0659  ___________________________________________________________________
 TM0659  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 TM0659  DYNAMIC HT  -        1227.632 (meters)    4027.66  (feet)  COMP
 TM0659  MODELED GRAV-     980,581.4   (mgal)                       NAVD 88
 TM0659
 TM0659  VERT ORDER  -  FIRST     CLASS II
 TM0659
 TM0659.The horizontal coordinates were scaled from a topographic map and have
 TM0659.an estimated accuracy of +/- 6 seconds.
 TM0659
 TM0659.The orthometric height was determined by differential leveling
 TM0659.and adjusted by the National Geodetic Survey in June 1991..
 TM0659
 TM0659.The geoid height was determined by GEOID03.
 TM0659
 TM0659.The dynamic height is computed by dividing the NAVD 88
 TM0659.geopotential number by the normal gravity value computed on the
 TM0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0659.degrees latitude (g = 980.6199 gals.).
 TM0659
 TM0659.The modeled gravity was interpolated from observed gravity values.
 TM0659
 TM0659;                    North         East    Units  Estimated Accuracy
 TM0659;SPC MT       -   490,520.      374,250.      MT  (+/- 180 meters Scaled)
 TM0659
 TM0659                          SUPERSEDED SURVEY CONTROL
 TM0659
 TM0659.No superseded survey control is available for this station.
 TM0659
 TM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU847868(NAD 83)
 TM0659_MARKER: DB = BENCH MARK DISK
 TM0659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0659_SP_SET: STAINLESS STEEL ROD
 TM0659_STAMPING: K 423 1978
 TM0659_PROJECTION: PROJECTING 8 CENTIMETERS
 TM0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0659_ROD/PIPE-DEPTH: 1.83 meters
 TM0659
 TM0659  HISTORY     - Date     Condition        Report By
 TM0659  HISTORY     - 1978     MONUMENTED       NGS
 TM0659
 TM0659                          STATION DESCRIPTION
 TM0659
 TM0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0659'10.0 MI WEST FROM CUT BANK.
 TM0659'10.0 MILES WEST ALONG HIGHWAY 2 FROM THE BRIDGE OVER CUT BANK RIVER
 TM0659'IN CUT BANK.  STATION IS LOCATED AT POWER POLE NUMBER 516 WITH A
 TM0659'GUY WIRE, 0.05 MILE WEST OF HIGHWAY MILE POST 244, 45 FEET NORTH OF
 TM0659'THE CENTERLINE OF HIGHWAY 2, 15 FEET NORTH OF A POWER POLE, 2 FEET
 TM0659'SOUTHWEST OF GUY WIRE, AND 1 FOOT EAST OF A WITNESS POST.  ROD WAS
 TM0659'DRIVEN TO REFUSAL AT A DEPTH OF 6 FEET, DISK IS LEVEL WITH THE GROUND,
 TM0659'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TM0659'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0690 ***********************************************************************
 TM0690  DESIGNATION -  K 424
 TM0690  PID         -  TM0690
 TM0690  STATE/COUNTY-  MT/GLACIER
 TM0690  USGS QUAD   -  BROWNING (1968)
 TM0690
 TM0690                         *CURRENT SURVEY CONTROL
 TM0690  ___________________________________________________________________
 TM0690* NAD 83(1986)-  48 31 28.     (N)    113 03 59.     (W)     SCALED    
 TM0690* NAVD 88     -      1402.197  (meters)    4600.37   (feet)  ADJUSTED  
 TM0690  ___________________________________________________________________
 TM0690  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 TM0690  DYNAMIC HT  -        1402.142 (meters)    4600.19  (feet)  COMP
 TM0690  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 TM0690
 TM0690  VERT ORDER  -  FIRST     CLASS II
 TM0690
 TM0690.The horizontal coordinates were scaled from a topographic map and have
 TM0690.an estimated accuracy of +/- 6 seconds.
 TM0690
 TM0690.The orthometric height was determined by differential leveling
 TM0690.and adjusted by the National Geodetic Survey in June 1991..
 TM0690
 TM0690.The geoid height was determined by GEOID03.
 TM0690
 TM0690.The dynamic height is computed by dividing the NAVD 88
 TM0690.geopotential number by the normal gravity value computed on the
 TM0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0690.degrees latitude (g = 980.6199 gals.).
 TM0690
 TM0690.The modeled gravity was interpolated from observed gravity values.
 TM0690
 TM0690;                    North         East    Units  Estimated Accuracy
 TM0690;SPC MT       -   480,990.      336,720.      MT  (+/- 180 meters Scaled)
 TM0690
 TM0690                          SUPERSEDED SURVEY CONTROL
 TM0690
 TM0690.No superseded survey control is available for this station.
 TM0690
 TM0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU474766(NAD 83)
 TM0690_MARKER: DB = BENCH MARK DISK
 TM0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0690_SP_SET: STAINLESS STEEL ROD
 TM0690_STAMPING: K 424 1978
 TM0690_PROJECTION: PROJECTING 5 CENTIMETERS
 TM0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0690_ROD/PIPE-DEPTH: 2.44 meters
 TM0690
 TM0690  HISTORY     - Date     Condition        Report By
 TM0690  HISTORY     - 1978     MONUMENTED       NGS
 TM0690
 TM0690                          STATION DESCRIPTION
 TM0690
 TM0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0690'3.1 MI SW FROM BROWNING.
 TM0690'3.1 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE PLAINS INDIAN MUSEUM IN
 TM0690'BROWNING, 0.25 MILE SOUTHWEST OF A DRIVEWAY LEADING SOUTHEAST TO A
 TM0690'HOUSE, 0.5 MILE SOUTHWEST OF HIGHWAY MILE POST 219, 92 FEET SOUTHEAST
 TM0690'OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTHWEST OF A FENCE, 1
 TM0690'FOOT SOUTHWEST OF TELEPHONE POLE NUMBER 9, AND 1 FOOT NORTHEAST
 TM0690'OF A WITNESS POST.  ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 8 FEET,
 TM0690'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4
 TM0690'INCH PLASTIC SCREW PLUG.
 TM0690'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0538 ***********************************************************************
 TN0538  DESIGNATION -  K 425
 TN0538  PID         -  TN0538
 TN0538  STATE/COUNTY-  MT/LINCOLN
 TN0538  USGS QUAD   -  EUREKA NORTH (1983)
 TN0538
 TN0538                         *CURRENT SURVEY CONTROL
 TN0538  ___________________________________________________________________
 TN0538* NAD 83(1986)-  48 53 50.     (N)    115 03 30.     (W)     SCALED    
 TN0538* NAVD 88     -       799.460  (meters)    2622.89   (feet)  ADJUSTED  
 TN0538  ___________________________________________________________________
 TN0538  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 TN0538  DYNAMIC HT  -         799.518 (meters)    2623.09  (feet)  COMP
 TN0538  MODELED GRAV-     980,656.7   (mgal)                       NAVD 88
 TN0538
 TN0538  VERT ORDER  -  FIRST     CLASS II
 TN0538
 TN0538.The horizontal coordinates were scaled from a topographic map and have
 TN0538.an estimated accuracy of +/- 6 seconds.
 TN0538
 TN0538.The orthometric height was determined by differential leveling
 TN0538.and adjusted by the National Geodetic Survey in June 1991..
 TN0538
 TN0538.The geoid height was determined by GEOID03.
 TN0538
 TN0538.The dynamic height is computed by dividing the NAVD 88
 TN0538.geopotential number by the normal gravity value computed on the
 TN0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0538.degrees latitude (g = 980.6199 gals.).
 TN0538
 TN0538.The modeled gravity was interpolated from observed gravity values.
 TN0538
 TN0538;                    North         East    Units  Estimated Accuracy
 TN0538;SPC MT       -   530,890.      192,820.      MT  (+/- 180 meters Scaled)
 TN0538
 TN0538                          SUPERSEDED SURVEY CONTROL
 TN0538
 TN0538.No superseded survey control is available for this station.
 TN0538
 TN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ423178(NAD 83)
 TN0538_MARKER: I = METAL ROD
 TN0538_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TN0538_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TN0538_STAMPING: K 425 1978
 TN0538_PROJECTION: FLUSH
 TN0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0538+STABILITY: POSITION/ELEVATION WELL
 TN0538_ROD/PIPE-DEPTH: 10.4 meters
 TN0538_SLEEVE-DEPTH  : 7.01 meters
 TN0538
 TN0538  HISTORY     - Date     Condition        Report By
 TN0538  HISTORY     - 1978     MONUMENTED       NGS
 TN0538  HISTORY     - 1980     GOOD             NGS
 TN0538
 TN0538                          STATION DESCRIPTION
 TN0538
 TN0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TN0538'400
 TN0538'1.25 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0538'EUREKA, SET IN THE FRONT LAWN OF THE EUREKA FOREST SERVICE RANGER
 TN0538'STATION, 95 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 90 FEET
 TN0538'NORTH OF THE CENTERLINE OF THE MAIN ENTRANCE DRIVE, 50 FEET EAST OF
 TN0538'THE NORTHEAST CORNER OF THE LANDING OF THE MAIN ENTRANCE TO THE
 TN0538'RANGER STATION OFFICE NO. 2006, 36 FEET WEST OF A WOODEN FENCE AND
 TN0538'13 FEET EAST OF THE FLAG POLE.
 TN0538'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TN0538
 TN0538                          STATION RECOVERY (1980)
 TN0538
 TN0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0538'1.2 MI NORTH FROM EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0721 ***********************************************************************
 TM0721  DESIGNATION -  K 426
 TM0721  PID         -  TM0721
 TM0721  STATE/COUNTY-  MT/FLATHEAD
 TM0721  USGS QUAD   -  BLACKTAIL (1994)
 TM0721
 TM0721                         *CURRENT SURVEY CONTROL
 TM0721  ___________________________________________________________________
 TM0721* NAD 83(1986)-  48 18 02.     (N)    113 22 43.     (W)     SCALED    
 TM0721* NAVD 88     -      1514.941  (meters)    4970.27   (feet)  ADJUSTED  
 TM0721  ___________________________________________________________________
 TM0721  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 TM0721  DYNAMIC HT  -        1514.807 (meters)    4969.83  (feet)  COMP
 TM0721  MODELED GRAV-     980,468.8   (mgal)                       NAVD 88
 TM0721
 TM0721  VERT ORDER  -  FIRST     CLASS II
 TM0721
 TM0721.The horizontal coordinates were scaled from a topographic map and have
 TM0721.an estimated accuracy of +/- 6 seconds.
 TM0721
 TM0721.The orthometric height was determined by differential leveling
 TM0721.and adjusted by the National Geodetic Survey in June 1991..
 TM0721
 TM0721.The geoid height was determined by GEOID03.
 TM0721
 TM0721.The dynamic height is computed by dividing the NAVD 88
 TM0721.geopotential number by the normal gravity value computed on the
 TM0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0721.degrees latitude (g = 980.6199 gals.).
 TM0721
 TM0721.The modeled gravity was interpolated from observed gravity values.
 TM0721
 TM0721;                    North         East    Units  Estimated Accuracy
 TM0721;SPC MT       -   457,220.      312,460.      MT  (+/- 180 meters Scaled)
 TM0721
 TM0721                          SUPERSEDED SURVEY CONTROL
 TM0721
 TM0721.No superseded survey control is available for this station.
 TM0721
 TM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU236524(NAD 83)
 TM0721_MARKER: DB = BENCH MARK DISK
 TM0721_SETTING: 66 = SET IN ROCK OUTCROP
 TM0721_SP_SET: ROCK OUTCROP
 TM0721_STAMPING: K 426 1978
 TM0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TM0721+STABILITY: POSITION/ELEVATION WELL
 TM0721
 TM0721  HISTORY     - Date     Condition        Report By
 TM0721  HISTORY     - 1978     MONUMENTED       NGS
 TM0721
 TM0721                          STATION DESCRIPTION
 TM0721
 TM0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TM0721'13.4 MI SW FROM EAST GLACIER.
 TM0721'13.4 MILES SOUTHWEST ALONG HIGHWAY 2 FROM THE RAILROAD STATION IN
 TM0721'EAST GLACIER, 0.25 MILE WEST OF HIGHWAY MILE POST 196.  SET IN TOP
 TM0721'OF THE LOWER PORTION OF AN OUTCROP AT THE WEST END OF A CUTBANK ON
 TM0721'THE INSIDE OF A CURVE IN THE HIGHWAY, 126 FEET EAST OF THE CENTERLINE
 TM0721'OF SKYLINE ROAD, 48 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 2, AND 2
 TM0721'FEET NORTH OF A WITNESS POST.
 TM0721'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0481 ***********************************************************************
 TL0481  DESIGNATION -  K 427
 TL0481  PID         -  TL0481
 TL0481  STATE/COUNTY-  MT/LIBERTY
 TL0481  USGS QUAD   -  JOPLIN (1963)
 TL0481
 TL0481                         *CURRENT SURVEY CONTROL
 TL0481  ___________________________________________________________________
 TL0481* NAD 83(1986)-  48 32 54.     (N)    110 51 05.     (W)     SCALED    
 TL0481* NAVD 88     -      1036.308  (meters)    3399.95   (feet)  ADJUSTED  
 TL0481  ___________________________________________________________________
 TL0481  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 TL0481  DYNAMIC HT  -        1036.389 (meters)    3400.22  (feet)  COMP
 TL0481  MODELED GRAV-     980,652.7   (mgal)                       NAVD 88
 TL0481
 TL0481  VERT ORDER  -  FIRST     CLASS II
 TL0481
 TL0481.The horizontal coordinates were scaled from a topographic map and have
 TL0481.an estimated accuracy of +/- 6 seconds.
 TL0481
 TL0481.The orthometric height was determined by differential leveling
 TL0481.and adjusted by the National Geodetic Survey in June 1991..
 TL0481
 TL0481.The geoid height was determined by GEOID03.
 TL0481
 TL0481.The dynamic height is computed by dividing the NAVD 88
 TL0481.geopotential number by the normal gravity value computed on the
 TL0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0481.degrees latitude (g = 980.6199 gals.).
 TL0481
 TL0481.The modeled gravity was interpolated from observed gravity values.
 TL0481
 TL0481;                    North         East    Units  Estimated Accuracy
 TL0481;SPC MT       -   478,510.      500,260.      MT  (+/- 180 meters Scaled)
 TL0481
 TL0481                          SUPERSEDED SURVEY CONTROL
 TL0481
 TL0481.No superseded survey control is available for this station.
 TL0481
 TL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU109772(NAD 83)
 TL0481_MARKER: DB = BENCH MARK DISK
 TL0481_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TL0481+WITH SETTING: INFORMATION.
 TL0481_SP_SET: SHALLOW SET METAL ROD
 TL0481_STAMPING: K 427 1979
 TL0481_PROJECTION: FLUSH
 TL0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0481_ROD/PIPE-DEPTH: 2.13 meters
 TL0481
 TL0481  HISTORY     - Date     Condition        Report By
 TL0481  HISTORY     - 1979     MONUMENTED       NGS
 TL0481
 TL0481                          STATION DESCRIPTION
 TL0481
 TL0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0481'3.8 MI WEST FROM JOPLIN.
 TL0481'3.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TL0481'HIGHWAY 224 IN JOPLIN, 0.9 MILE NORTHEAST OF BISON ROAD, 56.2
 TL0481'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND 30.3 FEET SOUTHEAST OF
 TL0481'MILE MARKER 328.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 TL0481'PLUG.
 TL0481'THE MARK IS 5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0434 ***********************************************************************
 TN0434  DESIGNATION -  K 428
 TN0434  PID         -  TN0434
 TN0434  STATE/COUNTY-  MT/FLATHEAD
 TN0434  USGS QUAD   -  KALISPELL (1994)
 TN0434
 TN0434                         *CURRENT SURVEY CONTROL
 TN0434  ___________________________________________________________________
 TN0434* NAD 83(1986)-  48 14 31.     (N)    114 17 42.     (W)     SCALED    
 TN0434* NAVD 88     -       890.055  (meters)    2920.12   (feet)  ADJUSTED  
 TN0434  ___________________________________________________________________
 TN0434  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TN0434  DYNAMIC HT  -         890.043 (meters)    2920.08  (feet)  COMP
 TN0434  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 TN0434
 TN0434  VERT ORDER  -  FIRST     CLASS II
 TN0434
 TN0434.The horizontal coordinates were scaled from a topographic map and have
 TN0434.an estimated accuracy of +/- 6 seconds.
 TN0434
 TN0434.The orthometric height was determined by differential leveling
 TN0434.and adjusted by the National Geodetic Survey in June 1991..
 TN0434
 TN0434.The geoid height was determined by GEOID03.
 TN0434
 TN0434.The dynamic height is computed by dividing the NAVD 88
 TN0434.geopotential number by the normal gravity value computed on the
 TN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0434.degrees latitude (g = 980.6199 gals.).
 TN0434
 TN0434.The modeled gravity was interpolated from observed gravity values.
 TN0434
 TN0434;                    North         East    Units  Estimated Accuracy
 TN0434;SPC MT       -   454,480.      244,200.      MT  (+/- 180 meters Scaled)
 TN0434
 TN0434                          SUPERSEDED SURVEY CONTROL
 TN0434
 TN0434.No superseded survey control is available for this station.
 TN0434
 TN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP008467(NAD 83)
 TN0434_MARKER: DB = BENCH MARK DISK
 TN0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0434_SP_SET: STAINLESS STEEL ROD
 TN0434_STAMPING: K 428 1979
 TN0434_PROJECTION: RECESSED 8 CENTIMETERS
 TN0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0434_ROD/PIPE-DEPTH: 6.10 meters
 TN0434
 TN0434  HISTORY     - Date     Condition        Report By
 TN0434  HISTORY     - 1979     MONUMENTED       NGS
 TN0434
 TN0434                          STATION DESCRIPTION
 TN0434
 TN0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0434'3.9 MI NE FROM KALISPELL.
 TN0434'2.05 MILES EAST ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH U. S.
 TN0434'HIGHWAY 93 IN KALISPELL, THENCE 1.85 MILE NORTH ALONG LASALLE ROAD,
 TN0434'THENCE 0.9 MILE WEST ALONG RESERVE ROAD.  SET AT THE NORTHWEST END OF
 TN0434'A CURVE, AND AT A POWERLINE CROSSING THE ROAD, 57 FEET NORTH OF THE
 TN0434'CENTERLINE OF THE ROAD, 50 FEET EAST-NORTHEAST OF POWER POLE J29-2V,
 TN0434'19.5 FEET WEST OF A 36 INCH FIR TREE, 6.5 FEET WEST OF THE GUY WIRE
 TN0434'ANCHOR AND 4.5 FEET EAST OF THE UTILITY POLE 296140 WITH ONE GUY WIRE.
 TN0434'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TN0434'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1302 ***********************************************************************
 SS1302  DESIGNATION -  K 429
 SS1302  PID         -  SS1302
 SS1302  STATE/COUNTY-  MT/TETON
 SS1302  USGS QUAD   -  DUTTON NW (1987)
 SS1302
 SS1302                         *CURRENT SURVEY CONTROL
 SS1302  ___________________________________________________________________
 SS1302* NAD 83(1986)-  47 53 12.     (N)    111 42 30.     (W)     SCALED    
 SS1302* NAVD 88     -      1091.021  (meters)    3579.46   (feet)  ADJUSTED  
 SS1302  ___________________________________________________________________
 SS1302  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 SS1302  DYNAMIC HT  -        1090.995 (meters)    3579.37  (feet)  COMP
 SS1302  MODELED GRAV-     980,550.1   (mgal)                       NAVD 88
 SS1302
 SS1302  VERT ORDER  -  FIRST     CLASS II
 SS1302
 SS1302.The horizontal coordinates were scaled from a topographic map and have
 SS1302.an estimated accuracy of +/- 6 seconds.
 SS1302
 SS1302.The orthometric height was determined by differential leveling
 SS1302.and adjusted by the National Geodetic Survey in June 1991..
 SS1302
 SS1302.The geoid height was determined by GEOID03.
 SS1302
 SS1302.The dynamic height is computed by dividing the NAVD 88
 SS1302.geopotential number by the normal gravity value computed on the
 SS1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1302.degrees latitude (g = 980.6199 gals.).
 SS1302
 SS1302.The modeled gravity was interpolated from observed gravity values.
 SS1302
 SS1302;                    North         East    Units  Estimated Accuracy
 SS1302;SPC MT       -   406,430.      434,950.      MT  (+/- 180 meters Scaled)
 SS1302
 SS1302                          SUPERSEDED SURVEY CONTROL
 SS1302
 SS1302.No superseded survey control is available for this station.
 SS1302
 SS1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU470039(NAD 83)
 SS1302_MARKER: DB = BENCH MARK DISK
 SS1302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1302_SP_SET: STAINLESS STEEL ROD
 SS1302_STAMPING: K 429 1979
 SS1302_PROJECTION: FLUSH
 SS1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1302_ROD/PIPE-DEPTH: 6.10 meters
 SS1302
 SS1302  HISTORY     - Date     Condition        Report By
 SS1302  HISTORY     - 1979     MONUMENTED       NGS
 SS1302
 SS1302                          STATION DESCRIPTION
 SS1302
 SS1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1302'2.7 MI NORTH FROM DUTTON.
 SS1302'2.7 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE STATE HIGHWAY
 SS1302'379 OVERPASS IN DUTTON, 198 FEET WEST OF THE CENTERLINE OF THE
 SS1302'SOUTH BOUND LANES OF THE HIGHWAY, 132 FEET SOUTHWEST OF MILE
 SS1302'MARKER NUMBER 316, AND 1.2 FEET EAST OF A FENCE.  NOTE=REFUSAL WAS
 SS1302'REACHED AT 20 FEET.  ACCESS TO DISK IS THROUGH A 4 INCH SCREW PLUG.
 SS1302'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SS1302'THE MARK IS 7 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0223 ***********************************************************************
 RV0223  DESIGNATION -  K 43
 RV0223  PID         -  RV0223
 RV0223  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0223  USGS QUAD   -  CUSHMAN (1986)
 RV0223
 RV0223                         *CURRENT SURVEY CONTROL
 RV0223  ___________________________________________________________________
 RV0223* NAD 83(1986)-  46 19 07.     (N)    109 05 24.     (W)     SCALED    
 RV0223* NAVD 88     -      1093.098  (meters)    3586.27   (feet)  ADJUSTED  
 RV0223  ___________________________________________________________________
 RV0223  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 RV0223  DYNAMIC HT  -        1092.914 (meters)    3585.67  (feet)  COMP
 RV0223  MODELED GRAV-     980,409.0   (mgal)                       NAVD 88
 RV0223
 RV0223  VERT ORDER  -  FIRST     CLASS II
 RV0223
 RV0223.The horizontal coordinates were scaled from a topographic map and have
 RV0223.an estimated accuracy of +/- 6 seconds.
 RV0223
 RV0223.The orthometric height was determined by differential leveling
 RV0223.and adjusted by the National Geodetic Survey in June 1991..
 RV0223
 RV0223.The geoid height was determined by GEOID03.
 RV0223
 RV0223.The dynamic height is computed by dividing the NAVD 88
 RV0223.geopotential number by the normal gravity value computed on the
 RV0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0223.degrees latitude (g = 980.6199 gals.).
 RV0223
 RV0223.The modeled gravity was interpolated from observed gravity values.
 RV0223
 RV0223;                    North         East    Units  Estimated Accuracy
 RV0223;SPC MT       -   229,960.      631,560.      MT  (+/- 180 meters Scaled)
 RV0223
 RV0223                          SUPERSEDED SURVEY CONTROL
 RV0223
 RV0223  NGVD 29 (??/??/92) 1092.256  (m)         3583.51   (f) ADJ UNCH    1 2
 RV0223
 RV0223.Superseded values are not recommended for survey control.
 RV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0223.See file dsdata.txt to determine how the superseded data were derived.
 RV0223
 RV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS470312(NAD 83)
 RV0223_MARKER: DB = BENCH MARK DISK
 RV0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0223_STAMPING: K 43 1931
 RV0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0223+STABILITY: SURFACE MOTION
 RV0223
 RV0223  HISTORY     - Date     Condition        Report By
 RV0223  HISTORY     - 1931     MONUMENTED       CGS
 RV0223  HISTORY     - 1962     GOOD             NGS
 RV0223
 RV0223                          STATION DESCRIPTION
 RV0223
 RV0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RV0223'3.4 MI NW FROM CUSHMAN.
 RV0223'3.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE ROAD
 RV0223'CROSSING AT CUSHMAN, 55 FEET WEST-SOUTHWEST OF THE 13TH POLE
 RV0223'NORTH-NORTHWEST OF MILEPOST 59, ON THE SIDE OF A SMALL HILL, 12 RAILS
 RV0223'NORTH-NORTHWEST OF THE NORTH-NORTHWEST END OF BRIDGE 59.2, 90 FEET
 RV0223'WEST-NORTHWEST OF THE NEAR RAIL, 37 FEET WEST-NORTHWEST OF A FENCE,
 RV0223'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RV0223'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1274 ***********************************************************************
 SS1274  DESIGNATION -  K 430
 SS1274  PID         -  SS1274
 SS1274  STATE/COUNTY-  MT/CASCADE
 SS1274  USGS QUAD   -  MANCHESTER (1994)
 SS1274
 SS1274                         *CURRENT SURVEY CONTROL
 SS1274  ___________________________________________________________________
 SS1274* NAD 83(1986)-  47 31 18.     (N)    111 22 49.     (W)     SCALED    
 SS1274* NAVD 88     -      1015.128  (meters)    3330.47   (feet)  ADJUSTED  
 SS1274  ___________________________________________________________________
 SS1274  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 SS1274  DYNAMIC HT  -        1015.069 (meters)    3330.27  (feet)  COMP
 SS1274  MODELED GRAV-     980,519.8   (mgal)                       NAVD 88
 SS1274
 SS1274  VERT ORDER  -  FIRST     CLASS II
 SS1274
 SS1274.The horizontal coordinates were scaled from a topographic map and have
 SS1274.an estimated accuracy of +/- 6 seconds.
 SS1274
 SS1274.The orthometric height was determined by differential leveling
 SS1274.and adjusted by the National Geodetic Survey in June 1991..
 SS1274
 SS1274.The geoid height was determined by GEOID03.
 SS1274
 SS1274.The dynamic height is computed by dividing the NAVD 88
 SS1274.geopotential number by the normal gravity value computed on the
 SS1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1274.degrees latitude (g = 980.6199 gals.).
 SS1274
 SS1274.The modeled gravity was interpolated from observed gravity values.
 SS1274
 SS1274;                    North         East    Units  Estimated Accuracy
 SS1274;SPC MT       -   365,240.      458,490.      MT  (+/- 180 meters Scaled)
 SS1274
 SS1274                          SUPERSEDED SURVEY CONTROL
 SS1274
 SS1274.No superseded survey control is available for this station.
 SS1274
 SS1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT713632(NAD 83)
 SS1274_MARKER: DB = BENCH MARK DISK
 SS1274_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SS1274_SP_SET: CONCRETE BRIDGE COLUMN
 SS1274_STAMPING: K 430 1979
 SS1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1274
 SS1274  HISTORY     - Date     Condition        Report By
 SS1274  HISTORY     - 1979     MONUMENTED       NGS
 SS1274
 SS1274                          STATION DESCRIPTION
 SS1274
 SS1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1274'3.5 MI NW FROM GREAT FALLS.
 SS1274'3.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS1274'IN GREAT FALLS, 0.05 MILE SOUTHEAST OF MILE POST 4, DISK IS SET
 SS1274'VERTICALLY IN THE CENTER OF THE SOUTH FACE OF THE WESTERN MOST
 SS1274'CONCRETE SUPPORT COLUMN OF THE FIRST ROW OF COLUMNS SOUTH OF THE
 SS1274'CENTERLINE OF OLD U.S. HIGHWAY 91, 2.5 FEET ABOVE THE GROUND, 48.1
 SS1274'FEET NORTHEAST OF THE NORTHEAST RAIL, 29.7 FEET SOUTHWEST OF THE
 SS1274'CENTERLINE OF OLD U.S. HIGHWAY 91, AND 20.3 FEET NORTHWEST OF A
 SS1274'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0402 ***********************************************************************
 TL0402  DESIGNATION -  K 431
 TL0402  PID         -  TL0402
 TL0402  STATE/COUNTY-  MT/TOOLE
 TL0402  USGS QUAD   -  SUNBURST (1986)
 TL0402
 TL0402                         *CURRENT SURVEY CONTROL
 TL0402  ___________________________________________________________________
 TL0402* NAD 83(1986)-  48 53 58.     (N)    111 54 47.     (W)     SCALED    
 TL0402* NAVD 88     -      1026.154  (meters)    3366.64   (feet)  ADJUSTED  
 TL0402  ___________________________________________________________________
 TL0402  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 TL0402  DYNAMIC HT  -        1026.261 (meters)    3366.99  (feet)  COMP
 TL0402  MODELED GRAV-     980,678.5   (mgal)                       NAVD 88
 TL0402
 TL0402  VERT ORDER  -  FIRST     CLASS II
 TL0402
 TL0402.The horizontal coordinates were scaled from a topographic map and have
 TL0402.an estimated accuracy of +/- 6 seconds.
 TL0402
 TL0402.The orthometric height was determined by differential leveling
 TL0402.and adjusted by the National Geodetic Survey in June 1991..
 TL0402
 TL0402.The geoid height was determined by GEOID03.
 TL0402
 TL0402.The dynamic height is computed by dividing the NAVD 88
 TL0402.geopotential number by the normal gravity value computed on the
 TL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0402.degrees latitude (g = 980.6199 gals.).
 TL0402
 TL0402.The modeled gravity was interpolated from observed gravity values.
 TL0402
 TL0402;                    North         East    Units  Estimated Accuracy
 TL0402;SPC MT       -   519,410.      423,120.      MT  (+/- 180 meters Scaled)
 TL0402
 TL0402                          SUPERSEDED SURVEY CONTROL
 TL0402
 TL0402.No superseded survey control is available for this station.
 TL0402
 TL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV330166(NAD 83)
 TL0402_MARKER: DB = BENCH MARK DISK
 TL0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0402_SP_SET: STAINLESS STEEL ROD
 TL0402_STAMPING: K 431 1978
 TL0402_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0402_ROD/PIPE-DEPTH: 5.79 meters
 TL0402
 TL0402  HISTORY     - Date     Condition        Report By
 TL0402  HISTORY     - 1978     MONUMENTED       NGS
 TL0402
 TL0402                          STATION DESCRIPTION
 TL0402
 TL0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TL0402'7.4 MI SOUTH FROM SWEETGRASS.
 TL0402'7.4 MILES SOUTH ALONG INTERSTATE 15 FROM THE UNITED STATES-CANADA
 TL0402'BORDER IN SWEETGRASS, 0.1 MILE SOUTH OF MILE POST 391, AT AN ANGLE IN
 TL0402'THE EAST RIGHT OF WAY FENCE, 128 FEET EAST OF THE CENTERLINE OF THE
 TL0402'NORTH BOUND LANE OF INTERSTATE 15, 2.3 FEET NORTHWEST OF MONTANA
 TL0402'STATE HIGHWAY RIGHT OF WAY MARKER NUMBER 1478+25 130, AND 1 FOOT
 TL0402'WEST OF A RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND,
 TL0402'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 TL0402'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TL0402'THE MARK IS 3 FT BELOW INTERSTATE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0365 ***********************************************************************
 TL0365  DESIGNATION -  K 432
 TL0365  PID         -  TL0365
 TL0365  STATE/COUNTY-  MT/TOOLE
 TL0365  USGS QUAD   -  SHELBY (1986)
 TL0365
 TL0365                         *CURRENT SURVEY CONTROL
 TL0365  ___________________________________________________________________
 TL0365* NAD 83(1986)-  48 34 48.     (N)    111 51 51.     (W)     SCALED    
 TL0365* NAVD 88     -      1076.878  (meters)    3533.06   (feet)  ADJUSTED  
 TL0365  ___________________________________________________________________
 TL0365  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 TL0365  DYNAMIC HT  -        1076.949 (meters)    3533.29  (feet)  COMP
 TL0365  MODELED GRAV-     980,639.2   (mgal)                       NAVD 88
 TL0365
 TL0365  VERT ORDER  -  FIRST     CLASS II
 TL0365
 TL0365.The horizontal coordinates were scaled from a topographic map and have
 TL0365.an estimated accuracy of +/- 6 seconds.
 TL0365
 TL0365.The orthometric height was determined by differential leveling
 TL0365.and adjusted by the National Geodetic Survey in June 1991..
 TL0365
 TL0365.The geoid height was determined by GEOID03.
 TL0365
 TL0365.The dynamic height is computed by dividing the NAVD 88
 TL0365.geopotential number by the normal gravity value computed on the
 TL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0365.degrees latitude (g = 980.6199 gals.).
 TL0365
 TL0365.The modeled gravity was interpolated from observed gravity values.
 TL0365
 TL0365;                    North         East    Units  Estimated Accuracy
 TL0365;SPC MT       -   483,800.      425,630.      MT  (+/- 180 meters Scaled)
 TL0365
 TL0365                          SUPERSEDED SURVEY CONTROL
 TL0365
 TL0365.No superseded survey control is available for this station.
 TL0365
 TL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU362811(NAD 83)
 TL0365_MARKER: DB = BENCH MARK DISK
 TL0365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0365_SP_SET: STAINLESS STEEL ROD
 TL0365_STAMPING: K 432 1979
 TL0365_PROJECTION: FLUSH
 TL0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0365_ROD/PIPE-DEPTH: 4.57 meters
 TL0365
 TL0365  HISTORY     - Date     Condition        Report By
 TL0365  HISTORY     - 1979     MONUMENTED       NGS
 TL0365
 TL0365                          STATION DESCRIPTION
 TL0365
 TL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0365'4.7 MI NORTH FROM SHELBY.
 TL0365'4.7 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE INTERSECTION
 TL0365'OF U. S. HIGHWAY 2 IN SHELBY, 0.1 MILE NORTH OF HIGHWAY MILE MARKER
 TL0365'NUMBER 368, 630 FEET SOUTH OF THE CENTER OF A DIRT ROAD LEADING
 TL0365'WEST, 393 FEET SOUTH OF THE SOUTHWEST END OF TWO 36 INCH ELLIPTICAL
 TL0365'CONCRETE CULVERTS UNDER THE HIGHWAY, 96 FEET WEST OF THE CENTERLINE
 TL0365'OF THE SOUTH BOUND LANES OF THE HIGHWAY, 3.7 FEET EAST OF A UTILITY
 TL0365'POLE AND 1.2 FEET EAST  OF A RIGHT-OF-WAY FENCE.  ACCESS TO THE DISK
 TL0365'IS THROUGH A 4 INCH SCREW PLUG.
 TL0365'THE MARK IS 2 FT  N FROM A WITNESS POST.
 TL0365'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0418 ***********************************************************************
 TL0418  DESIGNATION -  K 433
 TL0418  PID         -  TL0418
 TL0418  STATE/COUNTY-  MT/TOOLE
 TL0418  USGS QUAD   -  NAISMITH (1967)
 TL0418
 TL0418                         *CURRENT SURVEY CONTROL
 TL0418  ___________________________________________________________________
 TL0418* NAD 83(1986)-  48 29 25.     (N)    111 49 17.     (W)     SCALED    
 TL0418* NAVD 88     -      1039.930  (meters)    3411.84   (feet)  ADJUSTED  
 TL0418  ___________________________________________________________________
 TL0418  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 TL0418  DYNAMIC HT  -        1039.995 (meters)    3412.05  (feet)  COMP
 TL0418  MODELED GRAV-     980,636.8   (mgal)                       NAVD 88
 TL0418  OBS GRAVITY -     980,636.5   (mgal)                       GRAV_OBS
 TL0418
 TL0418  VERT ORDER  -  FIRST     CLASS II
 TL0418
 TL0418.The horizontal coordinates were scaled from a topographic map and have
 TL0418.an estimated accuracy of +/- 6 seconds.
 TL0418
 TL0418.The orthometric height was determined by differential leveling
 TL0418.and adjusted by the National Geodetic Survey in June 1991..
 TL0418
 TL0418.The geoid height was determined by GEOID03.
 TL0418
 TL0418.The dynamic height is computed by dividing the NAVD 88
 TL0418.geopotential number by the normal gravity value computed on the
 TL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0418.degrees latitude (g = 980.6199 gals.).
 TL0418
 TL0418.The modeled gravity was interpolated from observed gravity values.
 TL0418.The observed gravity was obtained from relative gravimeter ties
 TL0418.to the IGSN71 gravity network.
 TL0418
 TL0418;                    North         East    Units  Estimated Accuracy
 TL0418;SPC MT       -   473,730.      428,490.      MT  (+/- 180 meters Scaled)
 TL0418
 TL0418                          SUPERSEDED SURVEY CONTROL
 TL0418
 TL0418.No superseded survey control is available for this station.
 TL0418
 TL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU393711(NAD 83)
 TL0418_MARKER: DB = BENCH MARK DISK
 TL0418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0418_SP_SET: STAINLESS STEEL ROD
 TL0418_STAMPING: K 433 1979
 TL0418_PROJECTION: FLUSH
 TL0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0418_ROD/PIPE-DEPTH: 3.05 meters
 TL0418
 TL0418  HISTORY     - Date     Condition        Report By
 TL0418  HISTORY     - 1979     MONUMENTED       NGS
 TL0418
 TL0418                          STATION DESCRIPTION
 TL0418
 TL0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0418'1.9 MI EAST FROM SHELBY.
 TL0418'0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE IN SHELBY,
 TL0418'THENCE 1.9 MILES EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, 108
 TL0418'FEET EAST OF A FENCE CORNER, 76 FEET SOUTH OF THE CENTER OF THE
 TL0418'HIGHWAY, 2.8 FEET NORTH OF A UTILITY POLE AND 1.3 FEET NORTH OF
 TL0418'A BARBED WIRE FENCE.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 TL0418'PLUG.
 TL0418'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TL0418'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0461 ***********************************************************************
 TL0461  DESIGNATION -  K 434
 TL0461  PID         -  TL0461
 TL0461  STATE/COUNTY-  MT/LIBERTY
 TL0461  USGS QUAD   -  LOTHAIR (1970)
 TL0461
 TL0461                         *CURRENT SURVEY CONTROL
 TL0461  ___________________________________________________________________
 TL0461* NAD 83(1986)-  48 29 38.     (N)    111 10 45.     (W)     SCALED    
 TL0461* NAVD 88     -       996.734  (meters)    3270.12   (feet)  ADJUSTED  
 TL0461  ___________________________________________________________________
 TL0461  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 TL0461  DYNAMIC HT  -         996.814 (meters)    3270.38  (feet)  COMP
 TL0461  MODELED GRAV-     980,655.9   (mgal)                       NAVD 88
 TL0461
 TL0461  VERT ORDER  -  FIRST     CLASS II
 TL0461
 TL0461.The horizontal coordinates were scaled from a topographic map and have
 TL0461.an estimated accuracy of +/- 6 seconds.
 TL0461
 TL0461.The orthometric height was determined by differential leveling
 TL0461.and adjusted by the National Geodetic Survey in June 1991..
 TL0461
 TL0461.The geoid height was determined by GEOID03.
 TL0461
 TL0461.The dynamic height is computed by dividing the NAVD 88
 TL0461.geopotential number by the normal gravity value computed on the
 TL0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0461.degrees latitude (g = 980.6199 gals.).
 TL0461
 TL0461.The modeled gravity was interpolated from observed gravity values.
 TL0461
 TL0461;                    North         East    Units  Estimated Accuracy
 TL0461;SPC MT       -   472,920.      475,940.      MT  (+/- 180 meters Scaled)
 TL0461
 TL0461                          SUPERSEDED SURVEY CONTROL
 TL0461
 TL0461.No superseded survey control is available for this station.
 TL0461
 TL0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU867712(NAD 83)
 TL0461_MARKER: DB = BENCH MARK DISK
 TL0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TL0461_SP_SET: STAINLESS STEEL ROD
 TL0461_STAMPING: K 434 1979
 TL0461_PROJECTION: FLUSH
 TL0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TL0461_ROD/PIPE-DEPTH: 3.96 meters
 TL0461
 TL0461  HISTORY     - Date     Condition        Report By
 TL0461  HISTORY     - 1979     MONUMENTED       NGS
 TL0461
 TL0461                          STATION DESCRIPTION
 TL0461
 TL0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0461'10.1 MI WEST FROM CHESTER.
 TL0461'10.1 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION
 TL0461'IN CHESTER, 3.0 MILES EAST OF A GRAVELED ROAD LEADING NORTH TO
 TL0461'LOTHAIR, 145.3 FEET EAST-SOUTHEAST OF RAILROAD MILE POST NUMBER
 TL0461'1033, 119.5 FEET NORTH AND ACROSS THE HIGHWAY FROM HIGHWAY MILE
 TL0461'POST NUMBER 312, 84.5 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 TL0461'52 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD,
 TL0461'AND 42.7 FEET SOUTH OF THE SOUTH RAILROAD SIGNAL LIGHT.  ACCESS
 TL0461'TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TL0461'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1270 ***********************************************************************
 SS1270  DESIGNATION -  K 435
 SS1270  PID         -  SS1270
 SS1270  STATE/COUNTY-  MT/LEWIS AND CLARK
 SS1270  USGS QUAD   -  CRAIG (1979)
 SS1270
 SS1270                         *CURRENT SURVEY CONTROL
 SS1270  ___________________________________________________________________
 SS1270* NAD 83(1986)-  47 04 30.     (N)    111 57 47.     (W)     SCALED    
 SS1270* NAVD 88     -      1056.075  (meters)    3464.81   (feet)  ADJUSTED  
 SS1270  ___________________________________________________________________
 SS1270  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 SS1270  DYNAMIC HT  -        1055.945 (meters)    3464.38  (feet)  COMP
 SS1270  MODELED GRAV-     980,454.3   (mgal)                       NAVD 88
 SS1270  OBS GRAVITY -     980,453.5   (mgal)                       GRAV_OBS
 SS1270
 SS1270  VERT ORDER  -  FIRST     CLASS II
 SS1270
 SS1270.The horizontal coordinates were scaled from a topographic map and have
 SS1270.an estimated accuracy of +/- 6 seconds.
 SS1270
 SS1270.The orthometric height was determined by differential leveling
 SS1270.and adjusted by the National Geodetic Survey in June 1991..
 SS1270
 SS1270.The geoid height was determined by GEOID03.
 SS1270
 SS1270.The dynamic height is computed by dividing the NAVD 88
 SS1270.geopotential number by the normal gravity value computed on the
 SS1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1270.degrees latitude (g = 980.6199 gals.).
 SS1270
 SS1270.The modeled gravity was interpolated from observed gravity values.
 SS1270.The observed gravity was obtained from relative gravimeter ties
 SS1270.to the IGSN71 gravity network.
 SS1270
 SS1270;                    North         East    Units  Estimated Accuracy
 SS1270;SPC MT       -   316,850.      413,080.      MT  (+/- 180 meters Scaled)
 SS1270
 SS1270                          SUPERSEDED SURVEY CONTROL
 SS1270
 SS1270.No superseded survey control is available for this station.
 SS1270
 SS1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT268139(NAD 83)
 SS1270_MARKER: DB = BENCH MARK DISK
 SS1270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS1270_SP_SET: CONCRETE BRIDGE COLUMN
 SS1270_STAMPING: K 435 1979
 SS1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1270
 SS1270  HISTORY     - Date     Condition        Report By
 SS1270  HISTORY     - 1979     MONUMENTED       NGS
 SS1270
 SS1270                          STATION DESCRIPTION
 SS1270
 SS1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SS1270'IN CRAIG.
 SS1270'SET VERTICALLY IN THE SOUTH FACE OF THE NORTHWEST COLUMN OF THE
 SS1270'EXIT 234 OVERPASS IN CRAIG, 24.2 FEET NORTH OF THE CENTERLINE OF A
 SS1270'PAVED ROAD LEADING EAST UNDER INTERSTATE HIGHWAY 15 TO CRAIG.
 SS1270'THE MARK IS 3 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0795 ***********************************************************************
 RX0795  DESIGNATION -  K 436
 RX0795  PID         -  RX0795
 RX0795  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0795  USGS QUAD   -  SHEEP CREEK (1979)
 RX0795
 RX0795                         *CURRENT SURVEY CONTROL
 RX0795  ___________________________________________________________________
 RX0795* NAD 83(1986)-  46 54 11.     (N)    112 07 23.     (W)     SCALED    
 RX0795* NAVD 88     -      1199.620  (meters)    3935.75   (feet)  ADJUSTED  
 RX0795  ___________________________________________________________________
 RX0795  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 RX0795  DYNAMIC HT  -        1199.416 (meters)    3935.08  (feet)  COMP
 RX0795  MODELED GRAV-     980,403.0   (mgal)                       NAVD 88
 RX0795
 RX0795  VERT ORDER  -  FIRST     CLASS II
 RX0795
 RX0795.The horizontal coordinates were scaled from a topographic map and have
 RX0795.an estimated accuracy of +/- 6 seconds.
 RX0795
 RX0795.The orthometric height was determined by differential leveling
 RX0795.and adjusted by the National Geodetic Survey in June 1991..
 RX0795
 RX0795.The geoid height was determined by GEOID03.
 RX0795
 RX0795.The dynamic height is computed by dividing the NAVD 88
 RX0795.geopotential number by the normal gravity value computed on the
 RX0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0795.degrees latitude (g = 980.6199 gals.).
 RX0795
 RX0795.The modeled gravity was interpolated from observed gravity values.
 RX0795
 RX0795;                    North         East    Units  Estimated Accuracy
 RX0795;SPC MT       -   298,150.      400,300.      MT  (+/- 180 meters Scaled)
 RX0795
 RX0795                          SUPERSEDED SURVEY CONTROL
 RX0795
 RX0795.No superseded survey control is available for this station.
 RX0795
 RX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS144950(NAD 83)
 RX0795_MARKER: DB = BENCH MARK DISK
 RX0795_SETTING: 66 = SET IN ROCK OUTCROP
 RX0795_SP_SET: ROCK OUTCROP
 RX0795_STAMPING: K 436 1979
 RX0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0795+STABILITY: POSITION/ELEVATION WELL
 RX0795
 RX0795  HISTORY     - Date     Condition        Report By
 RX0795  HISTORY     - 1979     MONUMENTED       NGS
 RX0795
 RX0795                          STATION DESCRIPTION
 RX0795
 RX0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0795'9.3 MI SOUTH FROM WOLF CREEK.
 RX0795'7.7 MILES SOUTH ALONG OLD U.S. HIGHWAY 91 FROM THE BRIDGE ACROSS
 RX0795'LITTLE PRICKLY PEAR CREEK IN WOLF CREEK, AND THENCE 1.6 MILES SOUTH
 RX0795'ALONG INTERSTATE HIGHWAY 15 TO THE SOUTH END OF THE LAST ROCK CUT ON
 RX0795'THE EAST SIDE OF THE HIGHWAY BEFORE THE LINE TURNS TO THE SOUTHWEST,
 RX0795'195 FEET NORTH OF THE SOUTH END OF THE CUT, 104.2 FEET NORTH OF THE
 RX0795'EAST LEG OF A HIGHWAY INFORMATION SIGN (FRONTAGE ROAD U-TURN EXIT
 RX0795'1 1/4 RECREATION ROAD), 38.5 FEET EAST OF THE CENTERLINE OF THE
 RX0795'NORTHBOUND LANES OF THE HIGHWAY, AND 3.8 FEET EAST OF THE WEST EDGE
 RX0795'OF THE CUT.
 RX0795'THE MARK IS 1 FT  E FROM A WITNESS POST.
 RX0795'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0466 ***********************************************************************
 RW0466  DESIGNATION -  K 437
 RW0466  PID         -  RW0466
 RW0466  STATE/COUNTY-  MT/JEFFERSON
 RW0466  USGS QUAD   -  EAST HELENA (1985)
 RW0466
 RW0466                         *CURRENT SURVEY CONTROL
 RW0466  ___________________________________________________________________
 RW0466* NAD 83(1986)-  46 31 40.     (N)    111 56 28.     (W)     SCALED    
 RW0466* NAVD 88     -      1246.640  (meters)    4090.02   (feet)  ADJUSTED  
 RW0466  ___________________________________________________________________
 RW0466  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 RW0466  DYNAMIC HT  -        1246.346 (meters)    4089.05  (feet)  COMP
 RW0466  MODELED GRAV-     980,336.3   (mgal)                       NAVD 88
 RW0466
 RW0466  VERT ORDER  -  FIRST     CLASS II
 RW0466
 RW0466.The horizontal coordinates were scaled from a topographic map and have
 RW0466.an estimated accuracy of +/- 6 seconds.
 RW0466
 RW0466.The orthometric height was determined by differential leveling
 RW0466.and adjusted by the National Geodetic Survey in June 1991..
 RW0466
 RW0466.The geoid height was determined by GEOID03.
 RW0466
 RW0466.The dynamic height is computed by dividing the NAVD 88
 RW0466.geopotential number by the normal gravity value computed on the
 RW0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0466.degrees latitude (g = 980.6199 gals.).
 RW0466
 RW0466.The modeled gravity was interpolated from observed gravity values.
 RW0466
 RW0466;                    North         East    Units  Estimated Accuracy
 RW0466;SPC MT       -   256,030.      412,850.      MT  (+/- 180 meters Scaled)
 RW0466
 RW0466                          SUPERSEDED SURVEY CONTROL
 RW0466
 RW0466.No superseded survey control is available for this station.
 RW0466
 RW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS278531(NAD 83)
 RW0466_MARKER: DB = BENCH MARK DISK
 RW0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RW0466_SP_SET: STAINLESS STEEL ROD
 RW0466_STAMPING: K 437 1979
 RW0466_PROJECTION: FLUSH
 RW0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RW0466_ROD/PIPE-DEPTH: 5.5  meters
 RW0466
 RW0466  HISTORY     - Date     Condition        Report By
 RW0466  HISTORY     - 1979     MONUMENTED       NGS
 RW0466
 RW0466                          STATION DESCRIPTION
 RW0466
 RW0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RW0466'11.3 KM SE FROM HELENA.
 RW0466'11.3 KM (7.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 15
 RW0466'FROM THE U.S. HIGHWAYS 12 AND 287 OVERPASS IN HELENA, 28.0 METERS
 RW0466'(92.0 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 RW0466'HIGHWAY, 0.4 METER (1.3 FT) EAST OF A FENCE.  REFUSAL WAS REACHED
 RW0466'AT 5.5 METERS (18.0 FT), ACCESS IS THROUGH A 4 INCH SCREW PLUG.
 RW0466'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 RW0466'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0443 ***********************************************************************
 TJ0443  DESIGNATION -  K 438
 TJ0443  PID         -  TJ0443
 TJ0443  STATE/COUNTY-  MT/PHILLIPS
 TJ0443  USGS QUAD   -  LORING (1984)
 TJ0443
 TJ0443                         *CURRENT SURVEY CONTROL
 TJ0443  ___________________________________________________________________
 TJ0443* NAD 83(1986)-  48 50 33.     (N)    107 49 12.     (W)     SCALED    
 TJ0443* NAVD 88     -       834.600  (meters)    2738.18   (feet)  ADJUSTED  
 TJ0443  ___________________________________________________________________
 TJ0443  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TJ0443  DYNAMIC HT  -         834.721 (meters)    2738.58  (feet)  COMP
 TJ0443  MODELED GRAV-     980,727.2   (mgal)                       NAVD 88
 TJ0443
 TJ0443  VERT ORDER  -  FIRST     CLASS II
 TJ0443
 TJ0443.The horizontal coordinates were scaled from a topographic map and have
 TJ0443.an estimated accuracy of +/- 6 seconds.
 TJ0443
 TJ0443.The orthometric height was determined by differential leveling
 TJ0443.and adjusted by the National Geodetic Survey in June 1991..
 TJ0443
 TJ0443.The geoid height was determined by GEOID03.
 TJ0443
 TJ0443.The dynamic height is computed by dividing the NAVD 88
 TJ0443.geopotential number by the normal gravity value computed on the
 TJ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0443.degrees latitude (g = 980.6199 gals.).
 TJ0443
 TJ0443.The modeled gravity was interpolated from observed gravity values.
 TJ0443
 TJ0443;                    North         East    Units  Estimated Accuracy
 TJ0443;SPC MT       -   511,680.      723,300.      MT  (+/- 180 meters Scaled)
 TJ0443
 TJ0443                          SUPERSEDED SURVEY CONTROL
 TJ0443
 TJ0443.No superseded survey control is available for this station.
 TJ0443
 TJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ931137(NAD 83)
 TJ0443_MARKER: DB = BENCH MARK DISK
 TJ0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0443_SP_SET: STAINLESS STEEL ROD
 TJ0443_STAMPING: K 438 1979
 TJ0443_PROJECTION: FLUSH
 TJ0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0443_ROD/PIPE-DEPTH: 0.30 meters
 TJ0443
 TJ0443  HISTORY     - Date     Condition        Report By
 TJ0443  HISTORY     - 1979     MONUMENTED       NGS
 TJ0443
 TJ0443                          STATION DESCRIPTION
 TJ0443
 TJ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0443'4.5 MI NORTH FROM LORING.
 TJ0443'4.5 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE POST OFFICE IN
 TJ0443'LORING, AT MILE POST 42, 125 FEET SOUTH OF A FENCE CORNER, 45 FEET
 TJ0443'EAST OF THE CENTER OF THE HIGHWAY, 38.5 FEET SOUTHEAST OF MILE POST
 TJ0443'42, AND 1 FOOT WEST OF A FENCE.  NOTE=ACCESS TO THE DISK IS
 TJ0443'THROUGH A 4 INCH SCREW PLUG.
 TJ0443'THE MARK IS 2 FT  SSE FROM A WITNESS POST.
 TJ0443'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0413 ***********************************************************************
 TJ0413  DESIGNATION -  K 439
 TJ0413  PID         -  TJ0413
 TJ0413  STATE/COUNTY-  MT/PHILLIPS
 TJ0413  USGS QUAD   -  HEWITT LAKE SW (1968)
 TJ0413
 TJ0413                         *CURRENT SURVEY CONTROL
 TJ0413  ___________________________________________________________________
 TJ0413* NAD 83(1986)-  48 36 01.     (N)    107 43 51.     (W)     SCALED    
 TJ0413* NAVD 88     -       759.882  (meters)    2493.05   (feet)  ADJUSTED  
 TJ0413  ___________________________________________________________________
 TJ0413  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TJ0413  DYNAMIC HT  -         759.975 (meters)    2493.35  (feet)  COMP
 TJ0413  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 TJ0413
 TJ0413  VERT ORDER  -  FIRST     CLASS II
 TJ0413
 TJ0413.The horizontal coordinates were scaled from a topographic map and have
 TJ0413.an estimated accuracy of +/- 6 seconds.
 TJ0413
 TJ0413.The orthometric height was determined by differential leveling
 TJ0413.and adjusted by the National Geodetic Survey in June 1991..
 TJ0413
 TJ0413.The geoid height was determined by GEOID03.
 TJ0413
 TJ0413.The dynamic height is computed by dividing the NAVD 88
 TJ0413.geopotential number by the normal gravity value computed on the
 TJ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0413.degrees latitude (g = 980.6199 gals.).
 TJ0413
 TJ0413.The modeled gravity was interpolated from observed gravity values.
 TJ0413
 TJ0413;                    North         East    Units  Estimated Accuracy
 TJ0413;SPC MT       -   484,890.      730,450.      MT  (+/- 180 meters Scaled)
 TJ0413
 TJ0413                          SUPERSEDED SURVEY CONTROL
 TJ0413
 TJ0413.No superseded survey control is available for this station.
 TJ0413
 TJ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP986866(NAD 83)
 TJ0413_MARKER: DB = BENCH MARK DISK
 TJ0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0413_SP_SET: STAINLESS STEEL ROD
 TJ0413_STAMPING: K 439 1979
 TJ0413_PROJECTION: FLUSH
 TJ0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0413_ROD/PIPE-DEPTH: 3.96 meters
 TJ0413
 TJ0413  HISTORY     - Date     Condition        Report By
 TJ0413  HISTORY     - 1979     MONUMENTED       NGS
 TJ0413
 TJ0413                          STATION DESCRIPTION
 TJ0413
 TJ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TJ0413'19.2 MI NORTH FROM MALTA.
 TJ0413'19.2 MILES NORTH ALONG STATE HIGHWAY 242 FROM THE JUNCTION OF U.S
 TJ0413'HIGHWAY 2 IN MALTA, 3.8 MILES SOUTH OF A GRAVEL ROAD LEADING NORTHEAST
 TJ0413'TO WHITEWATER, 0.2 MILE NORTH OF MILE POST 19, 300 FEET SOUTH OF THE
 TJ0413'CREST OF A HILL, AT A LARGE GRADED AREA, 200 FEET WEST OF THE CENTER
 TJ0413'OF THE HIGHWAY, AND 2 FEET EAST OF A FENCE.  NOTE=ACCESS TO THE
 TJ0413'DISK IS THROUGH A 4 INCH SCREW PLUG.
 TJ0413'THE MARK IS 2.4 FT  N FROM A WITNESS POST.
 TJ0413'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0189 ***********************************************************************
 QW0189  DESIGNATION -  K 44
 QW0189  PID         -  QW0189
 QW0189  STATE/COUNTY-  MT/YELLOWSTONE
 QW0189  USGS QUAD   -  RIMROCK (1956)
 QW0189
 QW0189                         *CURRENT SURVEY CONTROL
 QW0189  ___________________________________________________________________
 QW0189* NAD 83(1999)-  45 48 51.85994(N)    108 41 07.76054(W)     ADJUSTED  
 QW0189* NAVD 88     -      1068.688  (meters)    3506.19   (feet)  ADJUSTED  
 QW0189  ___________________________________________________________________
 QW0189  X           -  -1,426,900.631 (meters)                     COMP
 QW0189  Y           -  -4,219,114.599 (meters)                     COMP
 QW0189  Z           -   4,551,650.624 (meters)                     COMP
 QW0189  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 QW0189  ELLIP HEIGHT-        1055.68  (meters)          (04/09/03) GPS OBS
 QW0189  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 QW0189  DYNAMIC HT  -        1068.456 (meters)    3505.43  (feet)  COMP
 QW0189  MODELED GRAV-     980,362.4   (mgal)                       NAVD 88
 QW0189
 QW0189  HORZ ORDER  -  FIRST
 QW0189  VERT ORDER  -  FIRST     CLASS II
 QW0189  ELLP ORDER  -  FOURTH    CLASS II
 QW0189
 QW0189.The horizontal coordinates were established by GPS observations
 QW0189.and adjusted by the National Geodetic Survey in April 2003..
 QW0189.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QW0189.DATUM ITEM on the data sheet items page.
 QW0189
 QW0189.The orthometric height was determined by differential leveling
 QW0189.and adjusted by the National Geodetic Survey in June 1991..
 QW0189.WARNING-Repeat measurements at this control monument indicate possible
 QW0189.vertical movement.
 QW0189
 QW0189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QW0189
 QW0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0189
 QW0189.The ellipsoidal height was determined by GPS observations
 QW0189.and is referenced to NAD 83.
 QW0189
 QW0189.The geoid height was determined by GEOID03.
 QW0189
 QW0189.The dynamic height is computed by dividing the NAVD 88
 QW0189.geopotential number by the normal gravity value computed on the
 QW0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0189.degrees latitude (g = 980.6199 gals.).
 QW0189
 QW0189.The modeled gravity was interpolated from observed gravity values.
 QW0189
 QW0189;                    North         East     Units Scale Factor Converg.
 QW0189;SPC MT       -   174,187.045   663,279.429   MT  0.99960892   +0 35 44.9
 QW0189;SPC MT       -   571,479.81  2,176,113.61   iFT  0.99960892   +0 35 44.9
 QW0189;UTM  12      - 5,076,032.087   679,814.873   MT  0.99999752   +1 39 36.5
 QW0189
 QW0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0189!SPC MT       -   0.99983453  x   0.99960892  =   0.99944351
 QW0189!UTM  12      -   0.99983453  x   0.99999752  =   0.99983205
 QW0189
 QW0189                          SUPERSEDED SURVEY CONTROL
 QW0189
 QW0189  NAVD 88 (04/09/03) 1068.69   (m)         3506.2    (f) LEVELING    3  
 QW0189  NGVD 29 (??/??/92) 1067.868  (m)         3503.50   (f) ADJ UNCH    1 2
 QW0189
 QW0189.Superseded values are not recommended for survey control.
 QW0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0189.See file dsdata.txt to determine how the superseded data were derived.
 QW0189
 QW0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR7981576032(NAD 83)
 QW0189_MARKER: DB = BENCH MARK DISK
 QW0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0189_STAMPING: K 44 1931
 QW0189_MARK LOGO: CGS   
 QW0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0189+STABILITY: SURFACE MOTION
 QW0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QW0189+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2003
 QW0189
 QW0189  HISTORY     - Date     Condition        Report By
 QW0189  HISTORY     - 1931     MONUMENTED       CGS
 QW0189  HISTORY     - 1962     GOOD             NGS
 QW0189  HISTORY     - 20030210 GOOD             INDIV
 QW0189
 QW0189                          STATION DESCRIPTION
 QW0189
 QW0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QW0189'6.7 MI N FROM HESPER.
 QW0189'6.7 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 QW0189'HESPER, AT THE NORTHWEST END OF A CUT, ON THE INSIDE OF A CURVE, 292
 QW0189'FEET EAST-SOUTHEAST OF MILEPOST 11, 95 FEET NORTHEAST OF THE NORTHEAST
 QW0189'RAIL, 1.8 FEET SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS
 QW0189'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 QW0189'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 QW0189
 QW0189                          STATION RECOVERY (2003)
 QW0189
 QW0189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DEM)
 QW0189'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 24, T1N,
 QW0189'R24E, AND IS 6.94 MI
 QW0189'(11.2 KM) NORTHWEST FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND ZOO
 QW0189'DRIVE (SHILOH
 QW0189'INTERCHANGE, EXIT 443). OWNERSHIP - BURLINGTON NORTHERN SANTA FE
 QW0189'RAILROAD.
 QW0189' 
 QW0189'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 QW0189'ZOO DRIVE (SHILOH
 QW0189'INTERCHANGE, EXIT 443), GO NORTHWEST ON ZOO DRIVE FOR 0.76 MI (1.22
 QW0189'KM) TO SHILOH ROAD (40TH
 QW0189'STREET WEST).  TURN RIGHT, NORTH ON SHILOH ROAD WHICH BECOMES 40TH
 QW0189'STREET WEST FOR
 QW0189'4.32 MI (7.0 KM) TO RIMROCK ROAD.  TURN LEFT, WEST, ON RIMROCK ROAD
 QW0189'FOR 2.56 (4.1 KM) TO MOLT
 QW0189'ROAD (MONTANA SECONDARY HIGHWAY 302).  CONTINUE NORTH ON MOLT ROAD FOR
 QW0189'1.25 MI (2.0 KM)
 QW0189'TO QUARTER CIRCLE DRIVE.  TURN LEFT, SOUTHWEST, ON QUARTER CIRCLE
 QW0189'DRIVE FOR 0.12 MI (0.2
 QW0189'KM) TO A TRACK ROAD ON RIGHT.  FOLLOW TRACK ROAD ALONG RAILROAD FENCE
 QW0189'TO THE FENCE
 QW0189'CORNER OF AN EAST-WEST FENCE.  CONTINUE ON FOOT ALONG WEST SIDE OF
 QW0189'RAILROAD FENCE FOR
 QW0189'0.15 MI (0.24 KM) TO STATION.
 QW0189' 
 QW0189'STATION IS 95 FT (28.96 M) NORTHEAST OF NEAR RAIL OF BURLINGTON
 QW0189'NORTHERN SANTE FE
 QW0189'RAILROAD (BNSF), 1.8 FT (0.55 M) SOUTHWEST OF A FENCE AND 1.4 FT (0.43
 QW0189'M) NORTHWEST OF A
 QW0189'WITNESS POST.
 QW0189' 
 QW0189'ACCESS ON TRACK ROAD IS THROUGH PRIVATE PROPERTY.
 QW0189' 
 QW0189'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0834 ***********************************************************************
 RX0834  DESIGNATION -  K 440
 RX0834  PID         -  RX0834
 RX0834  STATE/COUNTY-  MT/JEFFERSON
 RX0834  USGS QUAD   -  BOULDER WEST (1996)
 RX0834
 RX0834                         *CURRENT SURVEY CONTROL
 RX0834  ___________________________________________________________________
 RX0834* NAD 83(1986)-  46 14 24.     (N)    112 07 45.     (W)     SCALED    
 RX0834* NAVD 88     -      1521.360  (meters)    4991.33   (feet)  ADJUSTED  
 RX0834  ___________________________________________________________________
 RX0834  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 RX0834  DYNAMIC HT  -        1520.859 (meters)    4989.68  (feet)  COMP
 RX0834  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 RX0834
 RX0834  VERT ORDER  -  FIRST     CLASS II
 RX0834
 RX0834.The horizontal coordinates were scaled from a topographic map and have
 RX0834.an estimated accuracy of +/- 6 seconds.
 RX0834
 RX0834.The orthometric height was determined by differential leveling
 RX0834.and adjusted by the National Geodetic Survey in June 1991..
 RX0834
 RX0834.The geoid height was determined by GEOID03.
 RX0834
 RX0834.The dynamic height is computed by dividing the NAVD 88
 RX0834.geopotential number by the normal gravity value computed on the
 RX0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0834.degrees latitude (g = 980.6199 gals.).
 RX0834
 RX0834.The modeled gravity was interpolated from observed gravity values.
 RX0834
 RX0834;                    North         East    Units  Estimated Accuracy
 RX0834;SPC MT       -   224,540.      397,360.      MT  (+/- 180 meters Scaled)
 RX0834
 RX0834                          SUPERSEDED SURVEY CONTROL
 RX0834
 RX0834.No superseded survey control is available for this station.
 RX0834
 RX0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS129213(NAD 83)
 RX0834_MARKER: DB = BENCH MARK DISK
 RX0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0834_SP_SET: OVERPASS COLUMN
 RX0834_STAMPING: K 440 1979
 RX0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0834
 RX0834  HISTORY     - Date     Condition        Report By
 RX0834  HISTORY     - 1979     MONUMENTED       NGS
 RX0834
 RX0834                          STATION DESCRIPTION
 RX0834
 RX0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0834'0.6 MI SW FROM BOULDER.
 RX0834'0.6 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 15 FROM EXIT 164 OVERPASS
 RX0834'IN BOULDER, SET VERTICALLY IN THE NORTH FACE OF THE SOUTHWEST COLUMN O
 RX0834'THE SOUTH BOUND LANES, 14 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.
 RX0834'THE MARK IS 3 FT ABOVE THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0379 ***********************************************************************
 TK0379  DESIGNATION -  K 441
 TK0379  PID         -  TK0379
 TK0379  STATE/COUNTY-  MT/PHILLIPS
 TK0379  USGS QUAD   -  DODSON (1964)
 TK0379
 TK0379                         *CURRENT SURVEY CONTROL
 TK0379  ___________________________________________________________________
 TK0379* NAD 83(1986)-  48 23 43.     (N)    108 14 14.     (W)     SCALED    
 TK0379* NAVD 88     -       696.954  (meters)    2286.59   (feet)  ADJUSTED  
 TK0379  ___________________________________________________________________
 TK0379  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TK0379  DYNAMIC HT  -         697.031 (meters)    2286.84  (feet)  COMP
 TK0379  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 TK0379
 TK0379  VERT ORDER  -  FIRST     CLASS II
 TK0379
 TK0379.The horizontal coordinates were scaled from a topographic map and have
 TK0379.an estimated accuracy of +/- 6 seconds.
 TK0379
 TK0379.The orthometric height was determined by differential leveling
 TK0379.and adjusted by the National Geodetic Survey in June 1991..
 TK0379
 TK0379.The geoid height was determined by GEOID03.
 TK0379
 TK0379.The dynamic height is computed by dividing the NAVD 88
 TK0379.geopotential number by the normal gravity value computed on the
 TK0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0379.degrees latitude (g = 980.6199 gals.).
 TK0379
 TK0379.The modeled gravity was interpolated from observed gravity values.
 TK0379
 TK0379;                    North         East    Units  Estimated Accuracy
 TK0379;SPC MT       -   461,390.      693,480.      MT  (+/- 180 meters Scaled)
 TK0379
 TK0379                          SUPERSEDED SURVEY CONTROL
 TK0379
 TK0379.No superseded survey control is available for this station.
 TK0379
 TK0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU045639(NAD 83)
 TK0379_MARKER: DB = BENCH MARK DISK
 TK0379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0379_SP_SET: STAINLESS STEEL ROD
 TK0379_STAMPING: K 441 1979
 TK0379_PROJECTION: FLUSH
 TK0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0379_ROD/PIPE-DEPTH: 7.62 meters
 TK0379
 TK0379  HISTORY     - Date     Condition        Report By
 TK0379  HISTORY     - 1979     MONUMENTED       NGS
 TK0379
 TK0379                          STATION DESCRIPTION
 TK0379
 TK0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0379'1.0 MI EAST FROM DODSON.
 TK0379'1.0 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0379'STATION IN DODSON, 250 FEET SOUTH OF THE SOUTH RAIL, 76.3 FEET SOUTH
 TK0379'OF THE CENTER OF U.S. HIGHWAY 2, 41.5 FEET EAST OF THE CENTER OF A
 TK0379'DIRT ROAD, 20 FEET EAST OF A FENCE CORNER, AND 2 FEET NORTH OF A
 TK0379'WIRE FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0379'THE MARK IS 1.6 FT  W FROM A WITNESS POST.
 TK0379'THE MARK IS 4 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0454 ***********************************************************************
 TN0454  DESIGNATION -  K 442
 TN0454  PID         -  TN0454
 TN0454  STATE/COUNTY-  MT/FLATHEAD
 TN0454  USGS QUAD   -  SOMERS (1994)
 TN0454
 TN0454                         *CURRENT SURVEY CONTROL
 TN0454  ___________________________________________________________________
 TN0454* NAD 83(1986)-  48 04 20.     (N)    114 14 40.     (W)     SCALED    
 TN0454* NAVD 88     -       929.769  (meters)    3050.42   (feet)  ADJUSTED  
 TN0454  ___________________________________________________________________
 TN0454  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 TN0454  DYNAMIC HT  -         929.766 (meters)    3050.41  (feet)  COMP
 TN0454  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 TN0454
 TN0454  VERT ORDER  -  FIRST     CLASS II
 TN0454
 TN0454.The horizontal coordinates were scaled from a topographic map and have
 TN0454.an estimated accuracy of +/- 6 seconds.
 TN0454
 TN0454.The orthometric height was determined by differential leveling
 TN0454.and adjusted by the National Geodetic Survey in June 1991..
 TN0454
 TN0454.The geoid height was determined by GEOID03.
 TN0454
 TN0454.The dynamic height is computed by dividing the NAVD 88
 TN0454.geopotential number by the normal gravity value computed on the
 TN0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0454.degrees latitude (g = 980.6199 gals.).
 TN0454
 TN0454.The modeled gravity was interpolated from observed gravity values.
 TN0454
 TN0454;                    North         East    Units  Estimated Accuracy
 TN0454;SPC MT       -   435,420.      246,810.      MT  (+/- 180 meters Scaled)
 TN0454
 TN0454                          SUPERSEDED SURVEY CONTROL
 TN0454
 TN0454.No superseded survey control is available for this station.
 TN0454
 TN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP052280(NAD 83)
 TN0454_MARKER: DB = BENCH MARK DISK
 TN0454_SETTING: 66 = SET IN ROCK OUTCROP
 TN0454_SP_SET: ROCK OUTCROP
 TN0454_STAMPING: K 442 1979
 TN0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0454+STABILITY: POSITION/ELEVATION WELL
 TN0454
 TN0454  HISTORY     - Date     Condition        Report By
 TN0454  HISTORY     - 1979     MONUMENTED       NGS
 TN0454
 TN0454                          STATION DESCRIPTION
 TN0454
 TN0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0454'1.1 MI SOUTH FROM SOMERS.
 TN0454'1.55 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH SOMERS
 TN0454'ROAD IN SOMERS, SET IN TOP OF THE LOWER PORTION OF A MASSIVE OUTCROP
 TN0454'IN A HIGHWAY CUT, 0.1 MILE NORTH OF THE SUMMIT OF A GRADE AND
 TN0454'APPROXIMATELY MIDWAY ALONG THE CUT, 192 FEET SOUTHWEST OF AND ACROSS
 TN0454'THE HIGHWAY FROM POWERLINE POLE NO. 26200 WITH A TRANSFORMER, 75 FEET
 TN0454'SOUTHEAST OF POWERLINE POLE NO. 26201 ON TOP OF THE HILL AND 35 FEET
 TN0454'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 TN0454'THE MARK IS 3 FT  W FROM A WITNESS POST.
 TN0454'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0682 ***********************************************************************
 SU0682  DESIGNATION -  K 443
 SU0682  PID         -  SU0682
 SU0682  STATE/COUNTY-  MT/LAKE
 SU0682  USGS QUAD   -  ELMO (1964)
 SU0682
 SU0682                         *CURRENT SURVEY CONTROL
 SU0682  ___________________________________________________________________
 SU0682* NAD 83(1999)-  47 50 08.06207(N)    114 20 07.84602(W)     ADJUSTED  
 SU0682* NAVD 88     -       897.477  (meters)    2944.47   (feet)  ADJUSTED  
 SU0682  ___________________________________________________________________
 SU0682  X           -  -1,767,769.700 (meters)                     COMP
 SU0682  Y           -  -3,908,714.563 (meters)                     COMP
 SU0682  Z           -   4,705,277.158 (meters)                     COMP
 SU0682  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 SU0682  ELLIP HEIGHT-         881.86  (meters)          (04/26/01) GPS OBS
 SU0682  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 SU0682  DYNAMIC HT  -         897.460 (meters)    2944.42  (feet)  COMP
 SU0682  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 SU0682
 SU0682  HORZ ORDER  -  B
 SU0682  VERT ORDER  -  FIRST     CLASS II
 SU0682  ELLP ORDER  -  FOURTH    CLASS I
 SU0682
 SU0682.The horizontal coordinates were established by GPS observations
 SU0682.and adjusted by the National Geodetic Survey in April 2001..
 SU0682.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SU0682.DATUM ITEM on the data sheet items page.
 SU0682
 SU0682.The orthometric height was determined by differential leveling
 SU0682.and adjusted by the National Geodetic Survey in June 1991..
 SU0682
 SU0682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SU0682
 SU0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0682
 SU0682.The ellipsoidal height was determined by GPS observations
 SU0682.and is referenced to NAD 83.
 SU0682
 SU0682.The geoid height was determined by GEOID03.
 SU0682
 SU0682.The dynamic height is computed by dividing the NAVD 88
 SU0682.geopotential number by the normal gravity value computed on the
 SU0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0682.degrees latitude (g = 980.6199 gals.).
 SU0682
 SU0682.The modeled gravity was interpolated from observed gravity values.
 SU0682
 SU0682;                    North         East     Units Scale Factor Converg.
 SU0682;SPC MT       -   409,587.169   238,415.243   MT  0.99949595   -3 32 13.9
 SU0682;SPC MT       - 1,343,789.92    782,202.24   iFT  0.99949595   -3 32 13.9
 SU0682;UTM  11      - 5,301,462.610   699,382.496   MT  1.00008852   +1 58 32.2
 SU0682
 SU0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0682!SPC MT       -   0.99986180  x   0.99949595  =   0.99935782
 SU0682!UTM  11      -   0.99986180  x   1.00008852  =   0.99995031
 SU0682
 SU0682                          SUPERSEDED SURVEY CONTROL
 SU0682
 SU0682  NAD 83(1992)-  47 50 08.06032(N)    114 20 07.84657(W) AD(       ) B
 SU0682  ELLIP H (03/13/96)  881.95   (m)                       GP(       ) 2 1
 SU0682  NAVD 88 (03/13/96)  897.48   (m)         2944.5    (f) LEVELING    3  
 SU0682
 SU0682.Superseded values are not recommended for survey control.
 SU0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0682.See file dsdata.txt to determine how the superseded data were derived.
 SU0682
 SU0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPP9938201463(NAD 83)
 SU0682_MARKER: DB = BENCH MARK DISK
 SU0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0682_SP_SET: STAINLESS STEEL ROD
 SU0682_STAMPING: K 443 1979
 SU0682_MARK LOGO: NGS   
 SU0682_PROJECTION: FLUSH
 SU0682_MAGNETIC: I = MARKER IS A STEEL ROD
 SU0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU0682+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 SU0682_ROD/PIPE-DEPTH: 5.94 meters
 SU0682
 SU0682  HISTORY     - Date     Condition        Report By
 SU0682  HISTORY     - 1979     MONUMENTED       NGS
 SU0682  HISTORY     - 19950913 GOOD             MTDOT
 SU0682
 SU0682                          STATION DESCRIPTION
 SU0682
 SU0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0682'0.5 MI NE FROM ELMO.
 SU0682'0.5 MILE NORTHEAST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0682'STATE HIGHWAY 28 IN ELMO, SET AT THE ENTRANCE TO ELMO STATE RECREATION
 SU0682'AREA, 0.2 MILE EAST OF MILE POST 78, 180 FEET WEST OF THE SOUTH END
 SU0682'OF A 72-INCH CATTLE CULVERT, 175 FEET WEST OF A FENCE CORNER POST AT
 SU0682'A RAVINE, 81 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 75 FEET
 SU0682'EAST OF THE CENTERLINE OF THE PARK ROAD, 63 FEET EAST OF THE NORTHEAST
 SU0682'CORNER OF A CATTLE GUARD AND 1 FOOT NORTH OF THE RIGHT OF WAY FENCE.
 SU0682'THE ROD WAS DRIVEN TO REFUSAL.
 SU0682'THE MARK IS 2 FT  W FROM A WITNESS POST.
 SU0682'THE MARK IS 4 FT BELOW THE HIGHWAY.
 SU0682
 SU0682                          STATION RECOVERY (1995)
 SU0682
 SU0682'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 SU0682'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0707 ***********************************************************************
 SU0707  DESIGNATION -  K 444
 SU0707  PID         -  SU0707
 SU0707  STATE/COUNTY-  MT/LAKE
 SU0707  USGS QUAD   -  RONAN (1964)
 SU0707
 SU0707                         *CURRENT SURVEY CONTROL
 SU0707  ___________________________________________________________________
 SU0707* NAD 83(1986)-  47 37 25.     (N)    114 06 48.     (W)     SCALED    
 SU0707* NAVD 88     -       957.604  (meters)    3141.74   (feet)  ADJUSTED  
 SU0707  ___________________________________________________________________
 SU0707  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 SU0707  DYNAMIC HT  -         957.552 (meters)    3141.57  (feet)  COMP
 SU0707  MODELED GRAV-     980,526.2   (mgal)                       NAVD 88
 SU0707
 SU0707  VERT ORDER  -  FIRST     CLASS II
 SU0707
 SU0707.The horizontal coordinates were scaled from a topographic map and have
 SU0707.an estimated accuracy of +/- 6 seconds.
 SU0707
 SU0707.The orthometric height was determined by differential leveling
 SU0707.and adjusted by the National Geodetic Survey in June 1991..
 SU0707
 SU0707.The geoid height was determined by GEOID03.
 SU0707
 SU0707.The dynamic height is computed by dividing the NAVD 88
 SU0707.geopotential number by the normal gravity value computed on the
 SU0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0707.degrees latitude (g = 980.6199 gals.).
 SU0707
 SU0707.The modeled gravity was interpolated from observed gravity values.
 SU0707
 SU0707;                    North         East    Units  Estimated Accuracy
 SU0707;SPC MT       -   385,070.      253,620.      MT  (+/- 180 meters Scaled)
 SU0707
 SU0707                          SUPERSEDED SURVEY CONTROL
 SU0707
 SU0707.No superseded survey control is available for this station.
 SU0707
 SU0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN168785(NAD 83)
 SU0707_MARKER: DB = BENCH MARK DISK
 SU0707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0707_SP_SET: STAINLESS STEEL ROD
 SU0707_STAMPING: K 444 1979
 SU0707_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0707_ROD/PIPE-DEPTH: 6.71 meters
 SU0707
 SU0707  HISTORY     - Date     Condition        Report By
 SU0707  HISTORY     - 1979     MONUMENTED       NGS
 SU0707
 SU0707                          STATION DESCRIPTION
 SU0707
 SU0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0707'5.0 MI SOUTH FROM POLSON.
 SU0707'5.0 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH STATE
 SU0707'HIGHWAY 35 IN POLSON, SET ON THE SOUTHWEST CORNER OF THE T-JUNCTION
 SU0707'OF THE HIGHWAY AND A GRAVELLED ROAD LEADING WEST TO THE B AND B RANCH
 SU0707'AND AT MILE POST 54, 77 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SU0707'23 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTH OF A POWER
 SU0707'LINE JUNCTION POLE, 6 FEET SOUTH OF A FENCE CORNER POST AND 1.5 FEET
 SU0707'EAST OF THE RIGHT OF WAY FENCE.  THE ROD WAS DRIVEN TO REFUSAL.
 SU0707'THE MARK IS 2 FT  N FROM A WITNESS POST.
 SU0707'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0738 ***********************************************************************
 SU0738  DESIGNATION -  K 445
 SU0738  PID         -  SU0738
 SU0738  STATE/COUNTY-  MT/SANDERS
 SU0738  USGS QUAD   -  DIXON (1964)
 SU0738
 SU0738                         *CURRENT SURVEY CONTROL
 SU0738  ___________________________________________________________________
 SU0738* NAD 83(1986)-  47 21 13.     (N)    114 16 47.     (W)     SCALED    
 SU0738* NAVD 88     -       773.312  (meters)    2537.11   (feet)  ADJUSTED  
 SU0738  ___________________________________________________________________
 SU0738  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 SU0738  DYNAMIC HT  -         773.278 (meters)    2537.00  (feet)  COMP
 SU0738  MODELED GRAV-     980,544.2   (mgal)                       NAVD 88
 SU0738
 SU0738  VERT ORDER  -  FIRST     CLASS II
 SU0738
 SU0738.The horizontal coordinates were scaled from a topographic map and have
 SU0738.an estimated accuracy of +/- 6 seconds.
 SU0738
 SU0738.The orthometric height was determined by differential leveling
 SU0738.and adjusted by the National Geodetic Survey in June 1991..
 SU0738
 SU0738.The geoid height was determined by GEOID03.
 SU0738
 SU0738.The dynamic height is computed by dividing the NAVD 88
 SU0738.geopotential number by the normal gravity value computed on the
 SU0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0738.degrees latitude (g = 980.6199 gals.).
 SU0738
 SU0738.The modeled gravity was interpolated from observed gravity values.
 SU0738
 SU0738;                    North         East    Units  Estimated Accuracy
 SU0738;SPC MT       -   355,880.      239,320.      MT  (+/- 180 meters Scaled)
 SU0738
 SU0738                          SUPERSEDED SURVEY CONTROL
 SU0738
 SU0738.No superseded survey control is available for this station.
 SU0738
 SU0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN054480(NAD 83)
 SU0738_MARKER: DB = BENCH MARK DISK
 SU0738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0738_SP_SET: STAINLESS STEEL ROD
 SU0738_STAMPING: K 445 1979
 SU0738_PROJECTION: PROJECTING 3 CENTIMETERS
 SU0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0738_ROD/PIPE-DEPTH: 8.53 meters
 SU0738
 SU0738  HISTORY     - Date     Condition        Report By
 SU0738  HISTORY     - 1979     MONUMENTED       NGS
 SU0738
 SU0738                          STATION DESCRIPTION
 SU0738
 SU0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0738'4.0 MI NE FROM DIXON.
 SU0738'0.9 MILE EAST ALONG STATE HIGHWAY 200 FROM THE POST OFFICE IN DIXON,
 SU0738'THENCE 3.15 MILES NORTH ALONG STATE HIGHWAY 212 TO 0.05 MILE SOUTH
 SU0738'OF A RAILROAD CROSSING.34 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 SU0738'THE HIGHWAY, 28 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 20
 SU0738'FEET NORTH OF THE NORTH END OF A 4-FOOT HEADWALL FOR A 24-INCH PIPE
 SU0738'CULVERT UNDER THE RAILROAD, 14 FEET NORTHEAST OF THE NORTHEAST END
 SU0738'OF A 24-INCH PIPE CULVERT UNDER THE ROAD, 11 FEET NORTH-NORTHEAST
 SU0738'OF THE CENTER OF A DRAINAGE DITCH.
 SU0738'ALTERNATE ROUTE- 9.45 MILES SOUTHWEST ALONG STATE HIGHWAY 212 FROM
 SU0738'THE POST OFFICE IN CHARLO.
 SU0738'THE MARK IS 2 FT  SSW FROM A WITNESS POST.
 SU0738'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0768 ***********************************************************************
 SU0768  DESIGNATION -  K 446
 SU0768  PID         -  SU0768
 SU0768  STATE/COUNTY-  MT/MISSOULA
 SU0768  USGS QUAD   -  EVARO (1984)
 SU0768
 SU0768                         *CURRENT SURVEY CONTROL
 SU0768  ___________________________________________________________________
 SU0768* NAD 83(1986)-  47 00 48.     (N)    114 07 21.     (W)     SCALED    
 SU0768* NAVD 88     -      1077.676  (meters)    3535.68   (feet)  ADJUSTED  
 SU0768  ___________________________________________________________________
 SU0768  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 SU0768  DYNAMIC HT  -        1077.517 (meters)    3535.15  (feet)  COMP
 SU0768  MODELED GRAV-     980,429.8   (mgal)                       NAVD 88
 SU0768
 SU0768  VERT ORDER  -  FIRST     CLASS II
 SU0768
 SU0768.The horizontal coordinates were scaled from a topographic map and have
 SU0768.an estimated accuracy of +/- 6 seconds.
 SU0768
 SU0768.The orthometric height was determined by differential leveling
 SU0768.and adjusted by the National Geodetic Survey in June 1991..
 SU0768
 SU0768.The geoid height was determined by GEOID03.
 SU0768
 SU0768.The dynamic height is computed by dividing the NAVD 88
 SU0768.geopotential number by the normal gravity value computed on the
 SU0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0768.degrees latitude (g = 980.6199 gals.).
 SU0768
 SU0768.The modeled gravity was interpolated from observed gravity values.
 SU0768
 SU0768;                    North         East    Units  Estimated Accuracy
 SU0768;SPC MT       -   317,420.      248,940.      MT  (+/- 180 meters Scaled)
 SU0768
 SU0768                          SUPERSEDED SURVEY CONTROL
 SU0768
 SU0768.No superseded survey control is available for this station.
 SU0768
 SU0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN187106(NAD 83)
 SU0768_MARKER: DB = BENCH MARK DISK
 SU0768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0768_SP_SET: STAINLESS STEEL ROD
 SU0768_STAMPING: K 446 1979
 SU0768_PROJECTION: FLUSH
 SU0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0768_ROD/PIPE-DEPTH: 5.79 meters
 SU0768
 SU0768  HISTORY     - Date     Condition        Report By
 SU0768  HISTORY     - 1979     MONUMENTED       NGS
 SU0768
 SU0768                          STATION DESCRIPTION
 SU0768
 SU0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0768'13.2 MI NW FROM MISSOULA.
 SU0768'9.1 MILES NORTHWEST ALONG U S HIGHWAY 93 (WEST BOARDWAY) FROM THE
 SU0768'FEDERAL BUILDING IN MISSOULA, THENCE
 SU0768'4.15 MILES NORTH ALONG U. S. HIGHWAY 93 FROM ITS OVERPASS OVER
 SU0768'INTERSTATE HIGHWAY 90, SET AT A UTILITY POLE ON THE
 SU0768'SOUTH CORNER OF THE Y-JUNCTION OF HIGHWAY 93 AND A DIRT ROAD LEADING
 SU0768'SOUTH-SOUTHEAST, 83 FEET NORTH OF THE CENTER OF A 40-INCH CULVERT
 SU0768'CROSSING THE HIGHWAY, 36.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 SU0768'29 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 4.5 FEET
 SU0768'NORTH OF THE UTILITY POLE WITH ONE GUY WIRE AND 4 FEET SOUTH OF THE
 SU0768'GUY LINE ANCHOR.  THE DISK IS BELOW GROUND LEVEL AND ACCESS IS
 SU0768'THROUGH A 4-INCH PLASTIC SCREW CAP.
 SU0768'THE MARK IS 1 FT  S FROM A WITNESS POST.
 SU0768'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0721 ***********************************************************************
 RX0721  DESIGNATION -  K 447
 RX0721  PID         -  RX0721
 RX0721  STATE/COUNTY-  MT/GRANITE
 RX0721  USGS QUAD   -  RAVENNA (1989)
 RX0721
 RX0721                         *CURRENT SURVEY CONTROL
 RX0721  ___________________________________________________________________
 RX0721* NAD 83(1986)-  46 42 16.     (N)    113 30 05.     (W)     SCALED    
 RX0721* NAVD 88     -      1130.804  (meters)    3709.98   (feet)  ADJUSTED  
 RX0721  ___________________________________________________________________
 RX0721  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 RX0721  DYNAMIC HT  -        1130.576 (meters)    3709.23  (feet)  COMP
 RX0721  MODELED GRAV-     980,374.4   (mgal)                       NAVD 88
 RX0721  OBS GRAVITY -     980,375.4   (mgal)                       GRAV_OBS
 RX0721
 RX0721  VERT ORDER  -  FIRST     CLASS II
 RX0721
 RX0721.The horizontal coordinates were scaled from a topographic map and have
 RX0721.an estimated accuracy of +/- 6 seconds.
 RX0721
 RX0721.The orthometric height was determined by differential leveling
 RX0721.and adjusted by the National Geodetic Survey in June 1991..
 RX0721
 RX0721.The geoid height was determined by GEOID03.
 RX0721
 RX0721.The dynamic height is computed by dividing the NAVD 88
 RX0721.geopotential number by the normal gravity value computed on the
 RX0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0721.degrees latitude (g = 980.6199 gals.).
 RX0721
 RX0721.The modeled gravity was interpolated from observed gravity values.
 RX0721.The observed gravity was obtained from relative gravimeter ties
 RX0721.to the IGSN71 gravity network.
 RX0721
 RX0721;                    North         East    Units  Estimated Accuracy
 RX0721;SPC MT       -   280,550.      294,310.      MT  (+/- 180 meters Scaled)
 RX0721
 RX0721                          SUPERSEDED SURVEY CONTROL
 RX0721
 RX0721.No superseded survey control is available for this station.
 RX0721
 RX0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS087753(NAD 83)
 RX0721_MARKER: DB = BENCH MARK DISK
 RX0721_SETTING: 66 = SET IN ROCK OUTCROP
 RX0721_SP_SET: ROCK OUTCROP
 RX0721_STAMPING: K 447 1979
 RX0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0721+STABILITY: POSITION/ELEVATION WELL
 RX0721
 RX0721  HISTORY     - Date     Condition        Report By
 RX0721  HISTORY     - 1979     MONUMENTED       NGS
 RX0721
 RX0721                          STATION DESCRIPTION
 RX0721
 RX0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0721'13.6 MI SE FROM CLINTON.
 RX0721'13.6 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM THE INTERCHANGE
 RX0721'AT CLINTON, SET IN TOP AND IN THE LOWER PORTION OF THE CENTER OF A
 RX0721'ROCK CUT, 42 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 RX0721'THE HIGHWAY AND 144.5 FEET EAST OF THE EAST END OF A METAL GUARD RAIL.
 RX0721'THE MARK IS 1 FT  W FROM A WITNESS POST.
 RX0721'THE MARK IS ABOVE LEVEL WITH HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0755 ***********************************************************************
 RX0755  DESIGNATION -  K 448
 RX0755  PID         -  RX0755
 RX0755  STATE/COUNTY-  MT/POWELL
 RX0755  USGS QUAD   -  LUKE MOUNTAIN (1989)
 RX0755
 RX0755                         *CURRENT SURVEY CONTROL
 RX0755  ___________________________________________________________________
 RX0755* NAD 83(1999)-  46 30 14.51930(N)    112 44 58.93919(W)     ADJUSTED  
 RX0755* NAVD 88     -      1336.899  (meters)    4386.14   (feet)  ADJUSTED  
 RX0755  ___________________________________________________________________
 RX0755  X           -  -1,701,027.303 (meters)                     COMP
 RX0755  Y           -  -4,056,548.198 (meters)                     COMP
 RX0755  Z           -   4,604,949.332 (meters)                     COMP
 RX0755  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 RX0755  ELLIP HEIGHT-        1323.83  (meters)          (05/11/01) GPS OBS
 RX0755  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RX0755  DYNAMIC HT  -        1336.576 (meters)    4385.08  (feet)  COMP
 RX0755  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 RX0755  OBS GRAVITY -     980,327.9   (mgal)                       GRAV_OBS
 RX0755
 RX0755  HORZ ORDER  -  B
 RX0755  VERT ORDER  -  FIRST     CLASS II
 RX0755  ELLP ORDER  -  FIFTH     CLASS I
 RX0755
 RX0755.The horizontal coordinates were established by GPS observations
 RX0755.and adjusted by the National Geodetic Survey in May 2001..
 RX0755.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RX0755.DATUM ITEM on the data sheet items page.
 RX0755
 RX0755.The orthometric height was determined by differential leveling
 RX0755.and adjusted by the National Geodetic Survey in June 1991..
 RX0755
 RX0755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RX0755
 RX0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0755
 RX0755.The ellipsoidal height was determined by GPS observations
 RX0755.and is referenced to NAD 83.
 RX0755
 RX0755.The geoid height was determined by GEOID03.
 RX0755
 RX0755.The dynamic height is computed by dividing the NAVD 88
 RX0755.geopotential number by the normal gravity value computed on the
 RX0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0755.degrees latitude (g = 980.6199 gals.).
 RX0755
 RX0755.The modeled gravity was interpolated from observed gravity values.
 RX0755.The observed gravity was obtained from relative gravimeter ties
 RX0755.to the IGSN71 gravity network.
 RX0755
 RX0755;                    North         East     Units Scale Factor Converg.
 RX0755;SPC MT       -   255,646.339   350,775.892   MT  0.99943177   -2 22 37.8
 RX0755;SPC MT       -   838,734.71  1,150,839.54   iFT  0.99943177   -2 22 37.8
 RX0755;UTM  12      - 5,151,538.729   365,752.800   MT  0.99982153   -1 16 10.1
 RX0755
 RX0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0755!SPC MT       -   0.99979252  x   0.99943177  =   0.99922441
 RX0755!UTM  12      -   0.99979252  x   0.99982153  =   0.99961409
 RX0755
 RX0755                          SUPERSEDED SURVEY CONTROL
 RX0755
 RX0755  NAD 83(1992)-  46 30 14.51808(N)    112 44 58.93917(W) AD(       ) B
 RX0755  ELLIP H (06/19/95) 1323.92   (m)                       GP(       ) 3 2
 RX0755  NAVD 88 (06/19/95) 1336.90   (m)         4386.1    (f) LEVELING    3  
 RX0755
 RX0755.Superseded values are not recommended for survey control.
 RX0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0755.See file dsdata.txt to determine how the superseded data were derived.
 RX0755
 RX0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS6575351539(NAD 83)
 RX0755_MARKER: DB = BENCH MARK DISK
 RX0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RX0755_SP_SET: STAINLESS STEEL ROD
 RX0755_STAMPING: K 448 1979
 RX0755_MARK LOGO: NGS   
 RX0755_PROJECTION: FLUSH
 RX0755_MAGNETIC: I = MARKER IS A STEEL ROD
 RX0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RX0755+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 RX0755_ROD/PIPE-DEPTH: 3.35 meters
 RX0755
 RX0755  HISTORY     - Date     Condition        Report By
 RX0755  HISTORY     - 1979     MONUMENTED       NGS
 RX0755  HISTORY     - 19940714 GOOD             MTDOT
 RX0755  HISTORY     - 20051105 GOOD             ADACLA
 RX0755
 RX0755                          STATION DESCRIPTION
 RX0755
 RX0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0755'3.05 MI SE FROM GARRISON.
 RX0755'3.05 MILES SOUTHEAST ALONG US HIGHWAY 90 FROM THE JUNCTION OF STATE
 RX0755'HIGHWAY 12 IN GARRISON, 0.4 MILE NORTHWEST OF HIGHWAY MILE POST 178,
 RX0755'56 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 RX0755'THE HIGHWAY, 1 FOOT NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 RX0755'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 RX0755'THE MARK IS 3 FT BELOW THE HIGHWAY.
 RX0755
 RX0755                          STATION RECOVERY (1994)
 RX0755
 RX0755'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1994 (DRD)
 RX0755'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 RX0755'FOLLOWS. THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF
 RX0755'GARRISON, ALONG THE SOUTHWEST SIDE OF INTERSTATE HIGHWAY 90 AND 0.4 MI
 RX0755'(0.6 KM) NORTHWEST OF HIGHWAY MILE MARKER 178. THE STATION IS REACHED
 RX0755'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 12, IN
 RX0755'GARRISON, GO SOUTHEAST ON INTERSTATE HIGHWAY 90 FOR 3.1 MI (5.0 KM) TO
 RX0755'THE STATION ON THE RIGHT. THE STATION IS 56.0 FT (17.1 M) SOUTHWEST OF
 RX0755'THE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 90, 1.0 FT
 RX0755'(0.3 M) NORTHEAST OF THE RIGHT OF WAY FENCE AND 1.0 MI (1.6 KM)
 RX0755'NORTHEAST OF A WITNESS POST.
 RX0755
 RX0755                          STATION RECOVERY (2005)
 RX0755
 RX0755'RECOVERY NOTE BY ADAMS AND CLARK INC 2005 (GMD)
 RX0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0787 ***********************************************************************
 RX0787  DESIGNATION -  K 449
 RX0787  PID         -  RX0787
 RX0787  STATE/COUNTY-  MT/SILVER BOW
 RX0787  USGS QUAD   -  BUTTE NORTH (1996)
 RX0787
 RX0787                         *CURRENT SURVEY CONTROL
 RX0787  ___________________________________________________________________
 RX0787* NAD 83(1986)-  46 00 18.     (N)    112 34 47.     (W)     SCALED    
 RX0787* NAVD 88     -      1705.425  (meters)    5595.22   (feet)  ADJUSTED  
 RX0787  ___________________________________________________________________
 RX0787  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 RX0787  DYNAMIC HT  -        1704.753 (meters)    5593.01  (feet)  COMP
 RX0787  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 RX0787
 RX0787  VERT ORDER  -  FIRST     CLASS II
 RX0787
 RX0787.The horizontal coordinates were scaled from a topographic map and have
 RX0787.an estimated accuracy of +/- 6 seconds.
 RX0787
 RX0787.The orthometric height was determined by differential leveling
 RX0787.and adjusted by the National Geodetic Survey in June 1991..
 RX0787
 RX0787.The geoid height was determined by GEOID03.
 RX0787
 RX0787.The dynamic height is computed by dividing the NAVD 88
 RX0787.geopotential number by the normal gravity value computed on the
 RX0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0787.degrees latitude (g = 980.6199 gals.).
 RX0787
 RX0787.The modeled gravity was interpolated from observed gravity values.
 RX0787
 RX0787;                    North         East    Units  Estimated Accuracy
 RX0787;SPC MT       -   199,720.      361,630.      MT  (+/- 180 meters Scaled)
 RX0787
 RX0787                          SUPERSEDED SURVEY CONTROL
 RX0787
 RX0787.No superseded survey control is available for this station.
 RX0787
 RX0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR776958(NAD 83)
 RX0787_MARKER: DB = BENCH MARK DISK
 RX0787_SETTING: 66 = SET IN ROCK OUTCROP
 RX0787_SP_SET: ROCK OUTCROP
 RX0787_STAMPING: K 449 1979
 RX0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0787+STABILITY: POSITION/ELEVATION WELL
 RX0787
 RX0787  HISTORY     - Date     Condition        Report By
 RX0787  HISTORY     - 1979     MONUMENTED       NGS
 RX0787
 RX0787                          STATION DESCRIPTION
 RX0787
 RX0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0787'2.4 MI WEST FROM BUTTE.
 RX0787'2.4 MILES WEST ALONG INTERSTATE 90 FROM THE MONTANA STREET UNDERPASS
 RX0787'AT BUTTE, SET IN TOP OF EXPOSED ROCK OUTCROP ON THE WEST SIDE OF A
 RX0787'SMALL HILL, 0.1 MILE WEST OF
 RX0787'HIGHWAY MILE POST 124 AND A HIGHWAY BRIDGE OVER THE RAILROAD TRACKS,
 RX0787'105 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES AND 18 FEET
 RX0787'SOUTH OF THE RIGHT-OF-WAY FENCE.
 RX0787'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RX0787'THE MARK IS 6 FT ABOVE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0035 ***********************************************************************
 RX0035  DESIGNATION -  K 451
 RX0035  PID         -  RX0035
 RX0035  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0035  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0035
 RX0035                         *CURRENT SURVEY CONTROL
 RX0035  ___________________________________________________________________
 RX0035* NAD 83(1986)-  46 40 12.     (N)    112 03 19.     (W)     SCALED    
 RX0035* NAVD 88     -      1167.098  (meters)    3829.05   (feet)  ADJUSTED  
 RX0035  ___________________________________________________________________
 RX0035  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 RX0035  DYNAMIC HT  -        1166.864 (meters)    3828.29  (feet)  COMP
 RX0035  MODELED GRAV-     980,373.7   (mgal)                       NAVD 88
 RX0035
 RX0035  VERT ORDER  -  FIRST     CLASS II
 RX0035
 RX0035.The horizontal coordinates were scaled from a topographic map and have
 RX0035.an estimated accuracy of +/- 6 seconds.
 RX0035
 RX0035.The orthometric height was determined by differential leveling
 RX0035.and adjusted by the National Geodetic Survey in June 1991..
 RX0035
 RX0035.The geoid height was determined by GEOID03.
 RX0035
 RX0035.The dynamic height is computed by dividing the NAVD 88
 RX0035.geopotential number by the normal gravity value computed on the
 RX0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0035.degrees latitude (g = 980.6199 gals.).
 RX0035
 RX0035.The modeled gravity was interpolated from observed gravity values.
 RX0035
 RX0035;                    North         East    Units  Estimated Accuracy
 RX0035;SPC MT       -   272,100.      404,610.      MT  (+/- 180 meters Scaled)
 RX0035
 RX0035                          SUPERSEDED SURVEY CONTROL
 RX0035
 RX0035  NGVD 29 (??/??/92) 1166.073  (m)         3825.69   (f) ADJ UNCH    1 2
 RX0035
 RX0035.Superseded values are not recommended for survey control.
 RX0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0035.See file dsdata.txt to determine how the superseded data were derived.
 RX0035
 RX0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS192690(NAD 83)
 RX0035_MARKER: DB = BENCH MARK DISK
 RX0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0035_STAMPING: K 451 1936
 RX0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0035+STABILITY: SURFACE MOTION
 RX0035
 RX0035  HISTORY     - Date     Condition        Report By
 RX0035  HISTORY     - 1936     MONUMENTED       CGS
 RX0035  HISTORY     - 1962     GOOD             NGS
 RX0035  HISTORY     - 1979     GOOD             NGS
 RX0035
 RX0035                          STATION DESCRIPTION
 RX0035
 RX0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0035'5.55 MI NW FROM HELENA.
 RX0035'5.55 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0035'CROSSING OF BENTON AVENUE AT HELENA, 98 1/2 FEET EAST OF THE FIFTH
 RX0035'POLE NORTH-NORTHWEST OF MILEPOST 207, 44.8 FEET EAST-NORTHEAST OF THE
 RX0035'NEAR RAIL, 4.3 FEET WEST-SOUTHWEST OF A FENCE, 1.7 FEET EAST-NORTHEAST
 RX0035'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN
 RX0035'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 RX0035
 RX0035                          STATION RECOVERY (1979)
 RX0035
 RX0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0053 ***********************************************************************
 RX0053  DESIGNATION -  K 452
 RX0053  PID         -  RX0053
 RX0053  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0053  USGS QUAD   -  SILVER CITY (1976)
 RX0053
 RX0053                         *CURRENT SURVEY CONTROL
 RX0053  ___________________________________________________________________
 RX0053* NAD 83(1986)-  46 50 38.     (N)    112 11 58.     (W)     SCALED    
 RX0053* NAVD 88     -      1246.672  (meters)    4090.12   (feet)  ADJUSTED  
 RX0053  ___________________________________________________________________
 RX0053  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 RX0053  DYNAMIC HT  -        1246.436 (meters)    4089.35  (feet)  COMP
 RX0053  MODELED GRAV-     980,381.1   (mgal)                       NAVD 88
 RX0053
 RX0053  VERT ORDER  -  FIRST     CLASS II
 RX0053
 RX0053.The horizontal coordinates were scaled from a topographic map and have
 RX0053.an estimated accuracy of +/- 6 seconds.
 RX0053
 RX0053.The orthometric height was determined by differential leveling
 RX0053.and adjusted by the National Geodetic Survey in June 1991..
 RX0053
 RX0053.The geoid height was determined by GEOID03.
 RX0053
 RX0053.The dynamic height is computed by dividing the NAVD 88
 RX0053.geopotential number by the normal gravity value computed on the
 RX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0053.degrees latitude (g = 980.6199 gals.).
 RX0053
 RX0053.The modeled gravity was interpolated from observed gravity values.
 RX0053
 RX0053;                    North         East    Units  Estimated Accuracy
 RX0053;SPC MT       -   291,780.      394,260.      MT  (+/- 180 meters Scaled)
 RX0053
 RX0053                          SUPERSEDED SURVEY CONTROL
 RX0053
 RX0053  NGVD 29 (??/??/92) 1245.655  (m)         4086.79   (f) ADJ UNCH    1 2
 RX0053
 RX0053.Superseded values are not recommended for survey control.
 RX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0053.See file dsdata.txt to determine how the superseded data were derived.
 RX0053
 RX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS085885(NAD 83)
 RX0053_MARKER: DB = BENCH MARK DISK
 RX0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0053_STAMPING: K 452 1936
 RX0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0053+STABILITY: SURFACE MOTION
 RX0053
 RX0053  HISTORY     - Date     Condition        Report By
 RX0053  HISTORY     - 1936     MONUMENTED       CGS
 RX0053  HISTORY     - 1962     GOOD             NGS
 RX0053  HISTORY     - 1979     GOOD             NGS
 RX0053
 RX0053                          STATION DESCRIPTION
 RX0053
 RX0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0053'14.65 MI S FROM WOLF CREEK.
 RX0053'14.65 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RX0053'WOLF CREEK, 44 FEET SOUTH-SOUTHWEST OF THE FOURTH POLE NORTHEAST OF
 RX0053'MILEPOST 190, 17.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 93.2 FEET
 RX0053'WEST-SOUTHWEST OF THE WEST CORNER OF A WOODEN TRUSTLE 189.8, 57 FEET
 RX0053'EAST-SOUTHEAST OF THE CENTER LINE OF A COUNTY ROAD, 11.0 FEET
 RX0053'SOUTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1
 RX0053'FOOT HIGHER THAN THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RX0053'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RX0053
 RX0053                          STATION RECOVERY (1979)
 RX0053
 RX0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0282 ***********************************************************************
 RX0282  DESIGNATION -  K 453
 RX0282  PID         -  RX0282
 RX0282  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0282  USGS QUAD   -  CANYON CREEK (1968)
 RX0282
 RX0282                         *CURRENT SURVEY CONTROL
 RX0282  ___________________________________________________________________
 RX0282* NAD 83(1986)-  46 49 29.     (N)    112 16 40.     (W)     SCALED    
 RX0282* NAVD 88     -      1327.790  (meters)    4356.26   (feet)  ADJUSTED  
 RX0282  ___________________________________________________________________
 RX0282  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 RX0282  DYNAMIC HT  -        1327.514 (meters)    4355.35  (feet)  COMP
 RX0282  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 RX0282
 RX0282  VERT ORDER  -  FIRST     CLASS II
 RX0282
 RX0282.The horizontal coordinates were scaled from a topographic map and have
 RX0282.an estimated accuracy of +/- 6 seconds.
 RX0282
 RX0282.The orthometric height was determined by differential leveling
 RX0282.and adjusted by the National Geodetic Survey in June 1991..
 RX0282
 RX0282.The geoid height was determined by GEOID03.
 RX0282
 RX0282.The dynamic height is computed by dividing the NAVD 88
 RX0282.geopotential number by the normal gravity value computed on the
 RX0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0282.degrees latitude (g = 980.6199 gals.).
 RX0282
 RX0282.The modeled gravity was interpolated from observed gravity values.
 RX0282
 RX0282;                    North         East    Units  Estimated Accuracy
 RX0282;SPC MT       -   289,860.      388,220.      MT  (+/- 180 meters Scaled)
 RX0282
 RX0282                          SUPERSEDED SURVEY CONTROL
 RX0282
 RX0282  NGVD 29 (??/??/92) 1326.741  (m)         4352.82   (f) ADJ UNCH    1 2
 RX0282
 RX0282.Superseded values are not recommended for survey control.
 RX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0282.See file dsdata.txt to determine how the superseded data were derived.
 RX0282
 RX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS025864(NAD 83)
 RX0282_MARKER: DB = BENCH MARK DISK
 RX0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0282_STAMPING: K 453 1936
 RX0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0282+STABILITY: SURFACE MOTION
 RX0282
 RX0282  HISTORY     - Date     Condition        Report By
 RX0282  HISTORY     - 1936     MONUMENTED       CGS
 RX0282  HISTORY     - 1968     MARK NOT FOUND   USGS
 RX0282
 RX0282                          STATION DESCRIPTION
 RX0282
 RX0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RX0282'2.1 MI NW FROM CANYON CREEK.
 RX0282'2.1 MILES NORTHWEST ALONG THE SILVER CITY-WILBORN ROAD FROM THE STORE
 RX0282'AT CANYON CREEK, LEWIS AND CLARK COUNTY, 0.1 MILE NORTH OF THE GRANT
 RX0282'RODDA FARMHOUSE, AND 28 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 RX0282'STANDARD DISK, STAMPED K 453 1936 AND SET IN THE TOP OF A CONCRETE
 RX0282'POST.
 RX0282
 RX0282                          STATION RECOVERY (1968)
 RX0282
 RX0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RX0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0175 ***********************************************************************
 RX0175  DESIGNATION -  K 454
 RX0175  PID         -  RX0175
 RX0175  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0175  USGS QUAD   -  HELENA (1985)
 RX0175
 RX0175                         *CURRENT SURVEY CONTROL
 RX0175  ___________________________________________________________________
 RX0175* NAD 83(1986)-  46 34 34.     (N)    112 00 49.     (W)     SCALED    
 RX0175* NAVD 88     -      1328.080  (meters)    4357.21   (feet)  ADJUSTED  
 RX0175  ___________________________________________________________________
 RX0175  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 RX0175  DYNAMIC HT  -        1327.774 (meters)    4356.21  (feet)  COMP
 RX0175  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 RX0175
 RX0175  VERT ORDER  -  FIRST     CLASS II
 RX0175
 RX0175.The horizontal coordinates were scaled from a topographic map and have
 RX0175.an estimated accuracy of +/- 6 seconds.
 RX0175
 RX0175.The orthometric height was determined by differential leveling
 RX0175.and adjusted by the National Geodetic Survey in June 1991..
 RX0175
 RX0175.The geoid height was determined by GEOID03.
 RX0175
 RX0175.The dynamic height is computed by dividing the NAVD 88
 RX0175.geopotential number by the normal gravity value computed on the
 RX0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0175.degrees latitude (g = 980.6199 gals.).
 RX0175
 RX0175.The modeled gravity was interpolated from observed gravity values.
 RX0175
 RX0175;                    North         East    Units  Estimated Accuracy
 RX0175;SPC MT       -   261,570.      407,460.      MT  (+/- 180 meters Scaled)
 RX0175
 RX0175                          SUPERSEDED SURVEY CONTROL
 RX0175
 RX0175  NGVD 29 (??/??/92) 1327.032  (m)         4353.77   (f) ADJ UNCH    1 2
 RX0175
 RX0175.Superseded values are not recommended for survey control.
 RX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0175.See file dsdata.txt to determine how the superseded data were derived.
 RX0175
 RX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS223585(NAD 83)
 RX0175_MARKER: DB = BENCH MARK DISK
 RX0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0175_STAMPING: K 454 1936
 RX0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0175+STABILITY: SURFACE MOTION
 RX0175
 RX0175  HISTORY     - Date     Condition        Report By
 RX0175  HISTORY     - 1936     MONUMENTED       CGS
 RX0175  HISTORY     - 1962     GOOD             NGS
 RX0175
 RX0175                          STATION DESCRIPTION
 RX0175
 RX0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0175'0.95 MI SE FROM HELENA.
 RX0175'0.3 MILE SOUTH ALONG MONTANA AVENUE FROM THE STATE CAPITOL AT HELENA,
 RX0175'THENCE 0.65 MILE EAST ALONG A BLADED ROAD, 72 FEET NORTH-NORTHEAST OF
 RX0175'THE CENTER LINE OF THE ROAD, 18.5 FEET SOUTH-SOUTHWEST OF THE CENTER
 RX0175'LINE OF A TRACK ROAD, 2.5 FEET NORTH-NORTHEAST OF A WITNESS POST,
 RX0175'ABOUT 10 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RX0175'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0124 ***********************************************************************
 RX0124  DESIGNATION -  K 455
 RX0124  PID         -  RX0124
 RX0124  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0124  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0124
 RX0124                         *CURRENT SURVEY CONTROL
 RX0124  ___________________________________________________________________
 RX0124* NAD 83(1986)-  46 38 20.     (N)    112 01 19.     (W)     SCALED    
 RX0124* NAVD 88     -      1149.048  (meters)    3769.84   (feet)  ADJUSTED  
 RX0124  ___________________________________________________________________
 RX0124  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 RX0124  DYNAMIC HT  -        1148.819 (meters)    3769.08  (feet)  COMP
 RX0124  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 RX0124
 RX0124  VERT ORDER  -  FIRST     CLASS II
 RX0124
 RX0124.The horizontal coordinates were scaled from a topographic map and have
 RX0124.an estimated accuracy of +/- 6 seconds.
 RX0124
 RX0124.The orthometric height was determined by differential leveling
 RX0124.and adjusted by the National Geodetic Survey in June 1991..
 RX0124
 RX0124.The geoid height was determined by GEOID03.
 RX0124
 RX0124.The dynamic height is computed by dividing the NAVD 88
 RX0124.geopotential number by the normal gravity value computed on the
 RX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0124.degrees latitude (g = 980.6199 gals.).
 RX0124
 RX0124.The modeled gravity was interpolated from observed gravity values.
 RX0124
 RX0124;                    North         East    Units  Estimated Accuracy
 RX0124;SPC MT       -   268,560.      407,050.      MT  (+/- 180 meters Scaled)
 RX0124
 RX0124                          SUPERSEDED SURVEY CONTROL
 RX0124
 RX0124  NGVD 29 (??/??/92) 1148.030  (m)         3766.50   (f) ADJ UNCH    1 2
 RX0124
 RX0124.Superseded values are not recommended for survey control.
 RX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0124.See file dsdata.txt to determine how the superseded data were derived.
 RX0124
 RX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS217655(NAD 83)
 RX0124_MARKER: DB = BENCH MARK DISK
 RX0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RX0124_SP_SET: BRIDGE
 RX0124_STAMPING: K 455 1936
 RX0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RX0124
 RX0124  HISTORY     - Date     Condition        Report By
 RX0124  HISTORY     - 1936     MONUMENTED       CGS
 RX0124  HISTORY     - 1962     GOOD             NGS
 RX0124
 RX0124                          STATION DESCRIPTION
 RX0124
 RX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0124'2.65 MI N FROM HELENA.
 RX0124'2.65 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE
 RX0124'NORTHERN PACIFIC RAILROAD AT HELENA, IN THE TOP OF THE NORTH END OF
 RX0124'THE WEST CONCRETE GUARDRAIL BASE OF CONCRETE BRIDGE OVER TEN MILE
 RX0124'CREEK, 1.0 FOOT SOUTH OF THE NORTH END OF THE GUARDRAIL, AND ABOUT
 RX0124'LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0078 ***********************************************************************
 RX0078  DESIGNATION -  K 456
 RX0078  PID         -  RX0078
 RX0078  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0078  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0078
 RX0078                         *CURRENT SURVEY CONTROL
 RX0078  ___________________________________________________________________
 RX0078* NAD 83(1986)-  46 42 16.     (N)    112 01 35.     (W)     SCALED    
 RX0078* NAVD 88     -      1147.993  (meters)    3766.37   (feet)  ADJUSTED  
 RX0078  ___________________________________________________________________
 RX0078  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 RX0078  DYNAMIC HT  -        1147.769 (meters)    3765.64  (feet)  COMP
 RX0078  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 RX0078
 RX0078  VERT ORDER  -  FIRST     CLASS II
 RX0078
 RX0078.The horizontal coordinates were scaled from a topographic map and have
 RX0078.an estimated accuracy of +/- 6 seconds.
 RX0078
 RX0078.The orthometric height was determined by differential leveling
 RX0078.and adjusted by the National Geodetic Survey in June 1991..
 RX0078
 RX0078.The geoid height was determined by GEOID03.
 RX0078
 RX0078.The dynamic height is computed by dividing the NAVD 88
 RX0078.geopotential number by the normal gravity value computed on the
 RX0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0078.degrees latitude (g = 980.6199 gals.).
 RX0078
 RX0078.The modeled gravity was interpolated from observed gravity values.
 RX0078
 RX0078;                    North         East    Units  Estimated Accuracy
 RX0078;SPC MT       -   275,860.      406,940.      MT  (+/- 180 meters Scaled)
 RX0078
 RX0078                          SUPERSEDED SURVEY CONTROL
 RX0078
 RX0078  NGVD 29 (??/??/92) 1146.977  (m)         3763.04   (f) ADJ UNCH    1 2
 RX0078
 RX0078.Superseded values are not recommended for survey control.
 RX0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0078.See file dsdata.txt to determine how the superseded data were derived.
 RX0078
 RX0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS215728(NAD 83)
 RX0078_MARKER: DB = BENCH MARK DISK
 RX0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0078_STAMPING: K 456 1936
 RX0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0078+STABILITY: SURFACE MOTION
 RX0078
 RX0078  HISTORY     - Date     Condition        Report By
 RX0078  HISTORY     - 1936     MONUMENTED       CGS
 RX0078  HISTORY     - 1962     GOOD             NGS
 RX0078
 RX0078                          STATION DESCRIPTION
 RX0078
 RX0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0078'7.45 MI N FROM HELENA.
 RX0078'7.2 MILES NORTH ALONG MONTANA AVENUE FROM THE CROSSING OF THE NORTHERN
 RX0078'PACIFIC RAILROAD AT HELENA, THENCE 0.25 MILE WEST ALONG THE ROAD TO
 RX0078'LINCOLN, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF
 RX0078'THE CENTER LINE OF A DRIVE NORTH TO A HOUSE, 81 FEET NORTH AND ACROSS
 RX0078'THE ROAD FROM A POWER POLE WITH BRANCH LINE, 18 FEET EAST OF THE EAST
 RX0078'POST OF AN ARCH OVER THE DRIVE WAY, 1.4 FEET SOUTH OF A FENCE LINE AND
 RX0078'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0178 ***********************************************************************
 RX0178  DESIGNATION -  K 457
 RX0178  PID         -  RX0178
 RX0178  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0178  USGS QUAD   -  HELENA (1985)
 RX0178
 RX0178                         *CURRENT SURVEY CONTROL
 RX0178  ___________________________________________________________________
 RX0178* NAD 83(1986)-  46 34 59.     (N)    112 01 19.     (W)     SCALED    
 RX0178* NAVD 88     -      1280.736  (meters)    4201.88   (feet)  ADJUSTED  
 RX0178  ___________________________________________________________________
 RX0178  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 RX0178  DYNAMIC HT  -        1280.446 (meters)    4200.93  (feet)  COMP
 RX0178  MODELED GRAV-     980,343.6   (mgal)                       NAVD 88
 RX0178
 RX0178  VERT ORDER  -  FIRST     CLASS II
 RX0178
 RX0178.The horizontal coordinates were scaled from a topographic map and have
 RX0178.an estimated accuracy of +/- 6 seconds.
 RX0178
 RX0178.The orthometric height was determined by differential leveling
 RX0178.and adjusted by the National Geodetic Survey in June 1991..
 RX0178
 RX0178.The geoid height was determined by GEOID03.
 RX0178
 RX0178.The dynamic height is computed by dividing the NAVD 88
 RX0178.geopotential number by the normal gravity value computed on the
 RX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0178.degrees latitude (g = 980.6199 gals.).
 RX0178
 RX0178.The modeled gravity was interpolated from observed gravity values.
 RX0178
 RX0178;                    North         East    Units  Estimated Accuracy
 RX0178;SPC MT       -   262,370.      406,850.      MT  (+/- 180 meters Scaled)
 RX0178
 RX0178                          SUPERSEDED SURVEY CONTROL
 RX0178
 RX0178  NGVD 29 (??/??/92) 1279.732  (m)         4198.59   (f) ADJ UNCH    1 2
 RX0178
 RX0178.Superseded values are not recommended for survey control.
 RX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0178.See file dsdata.txt to determine how the superseded data were derived.
 RX0178
 RX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS217593(NAD 83)
 RX0178_MARKER: DB = BENCH MARK DISK
 RX0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0178_STAMPING: K 457 1936
 RX0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0178+STABILITY: SURFACE MOTION
 RX0178
 RX0178  HISTORY     - Date     Condition        Report By
 RX0178  HISTORY     - 1936     MONUMENTED       CGS
 RX0178  HISTORY     - 1962     MARK NOT FOUND   NGS
 RX0178
 RX0178                          STATION DESCRIPTION
 RX0178
 RX0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0178'IN HELENA.
 RX0178'AT HELENA, LEWIS AND CLARK COUNTY, 90 YARDS WEST OF THE INTERSECTION
 RX0178'OF EAST STATE AND SOUTH DAKOTA AVENUES, 95 YARDS SOUTHWEST OF THE
 RX0178'JEFFERSON SCHOOL, 200 FEET SOUTH OF A DIRT-ROAD INTERSECTION ON THE
 RX0178'SIDE OF A HILL, AND NEAR A STONE MOUND.  A STANDARD DISK, STAMPED K
 RX0178'457 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0294 ***********************************************************************
 RW0294  DESIGNATION -  K 458
 RW0294  PID         -  RW0294
 RW0294  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0294  USGS QUAD   -  EAST HELENA (1985)
 RW0294
 RW0294                         *CURRENT SURVEY CONTROL
 RW0294  ___________________________________________________________________
 RW0294* NAD 83(1986)-  46 34 58.     (N)    111 55 43.     (W)     SCALED    
 RW0294* NAVD 88     -      1203.877  (meters)    3949.72   (feet)  ADJUSTED  
 RW0294  ___________________________________________________________________
 RW0294  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RW0294  DYNAMIC HT  -        1203.612 (meters)    3948.85  (feet)  COMP
 RW0294  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 RW0294
 RW0294  VERT ORDER  -  FIRST     CLASS II
 RW0294
 RW0294.The horizontal coordinates were scaled from a topographic map and have
 RW0294.an estimated accuracy of +/- 6 seconds.
 RW0294
 RW0294.The orthometric height was determined by differential leveling
 RW0294.and adjusted by the National Geodetic Survey in June 1991..
 RW0294
 RW0294.The geoid height was determined by GEOID03.
 RW0294
 RW0294.The dynamic height is computed by dividing the NAVD 88
 RW0294.geopotential number by the normal gravity value computed on the
 RW0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0294.degrees latitude (g = 980.6199 gals.).
 RW0294
 RW0294.The modeled gravity was interpolated from observed gravity values.
 RW0294
 RW0294;                    North         East    Units  Estimated Accuracy
 RW0294;SPC MT       -   262,110.      413,990.      MT  (+/- 180 meters Scaled)
 RW0294
 RW0294                          SUPERSEDED SURVEY CONTROL
 RW0294
 RW0294  NGVD 29 (??/??/92) 1202.82   (m)         3946.3    (f) COMPUTED    1 2
 RW0294
 RW0294.Superseded values are not recommended for survey control.
 RW0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0294.See file dsdata.txt to determine how the superseded data were derived.
 RW0294
 RW0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS288592(NAD 83)
 RW0294_MARKER: DB = BENCH MARK DISK
 RW0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0294_STAMPING: K 458 1936
 RW0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0294+STABILITY: SURFACE MOTION
 RW0294
 RW0294  HISTORY     - Date     Condition        Report By
 RW0294  HISTORY     - 1936     MONUMENTED       CGS
 RW0294  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0294
 RW0294                          STATION DESCRIPTION
 RW0294
 RW0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 RW0294'0.5 MI SW FROM EAST HELENA.
 RW0294'0.5 MI. S.W. ALONG COUNTY ROAD FROM N. P. RR. STATION BLDG. ALONG THE
 RW0294'RIGHT OF WAY OF THE COUNTY ROAD FROM EAST HELENA TO JUNCTION WITH U.S.
 RW0294'HWY. NO. 91, 46 FEET N.W. OF CENTERLINE OF ROAD, 105 YDS. S.W. OF B.M.
 RW0294'J 458, AND 105 YDS. N.E. OF B.M. L 458.
 RW0294
 RW0294                          STATION RECOVERY (1962)
 RW0294
 RW0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RW0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0269 ***********************************************************************
 RW0269  DESIGNATION -  K 459
 RW0269  PID         -  RW0269
 RW0269  STATE/COUNTY-  MT/JEFFERSON
 RW0269  USGS QUAD   -  EAST HELENA (1985)
 RW0269
 RW0269                         *CURRENT SURVEY CONTROL
 RW0269  ___________________________________________________________________
 RW0269* NAD 83(1986)-  46 33 49.     (N)    111 57 31.     (W)     SCALED    
 RW0269* NAVD 88     -      1289.274  (meters)    4229.89   (feet)  POSTED    
 RW0269  ___________________________________________________________________
 RW0269  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 RW0269  DYNAMIC HT  -        1288.980 (meters)    4228.93  (feet)  COMP
 RW0269  MODELED GRAV-     980,339.6   (mgal)                       NAVD 88
 RW0269
 RW0269  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RW0269
 RW0269.The horizontal coordinates were scaled from a topographic map and have
 RW0269.an estimated accuracy of +/- 6 seconds.
 RW0269
 RW0269.The orthometric height was determined by differential leveling
 RW0269.and adjusted by the National Geodetic Survey in 1992..
 RW0269.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RW0269.rate of 2.1 thru 3.0 mm/km.
 RW0269
 RW0269.The geoid height was determined by GEOID03.
 RW0269
 RW0269.The dynamic height is computed by dividing the NAVD 88
 RW0269.geopotential number by the normal gravity value computed on the
 RW0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0269.degrees latitude (g = 980.6199 gals.).
 RW0269
 RW0269.The modeled gravity was interpolated from observed gravity values.
 RW0269
 RW0269;                    North         East    Units  Estimated Accuracy
 RW0269;SPC MT       -   260,050.      411,630.      MT  (+/- 180 meters Scaled)
 RW0269
 RW0269                          SUPERSEDED SURVEY CONTROL
 RW0269
 RW0269  NGVD 29 (??/??/92) 1288.23   (m)         4226.5    (f) COMPUTED    1 2
 RW0269
 RW0269.Superseded values are not recommended for survey control.
 RW0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0269.See file dsdata.txt to determine how the superseded data were derived.
 RW0269
 RW0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS265571(NAD 83)
 RW0269_MARKER: DB = BENCH MARK DISK
 RW0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0269_STAMPING: K 459 1936
 RW0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0269+STABILITY: SURFACE MOTION
 RW0269
 RW0269  HISTORY     - Date     Condition        Report By
 RW0269  HISTORY     - 1936     MONUMENTED       CGS
 RW0269  HISTORY     - 1962     MARK NOT FOUND   NGS
 RW0269  HISTORY     - 1979     MARK NOT FOUND   NGS
 RW0269  HISTORY     - 1979     MARK NOT FOUND   NGS
 RW0269
 RW0269                          STATION DESCRIPTION
 RW0269
 RW0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0269'2.6 MI SW FROM EAST HELENA.
 RW0269'IN JEFFERSON COUNTY, 2.6 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE
 RW0269'NORTHERN PACIFIC RAILWAY STATION AT EAST HELENA, LEWIS AND CLARK
 RW0269'COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 91, 99 FEET NORTH OF THE
 RW0269'HIGHWAY, AND 43 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 RW0269'DISK, STAMPED K 459 1936 AND SET IN THE TOP OF A CONCRETE POST.
 RW0269
 RW0269                          STATION RECOVERY (1979)
 RW0269
 RW0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RW0269'NOTE=THERE IS A LARGE DITCH AT DESCRIBED LOCATION, MARK WAS NOT FOUND.
 RW0269
 RW0269                          STATION RECOVERY (1979)
 RW0269
 RW0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RW0269'NOTE=THERE IS A LARGE DITCH AT DESCRIBED LOCATION, MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0125 ***********************************************************************
 QU0125  DESIGNATION -  K 46
 QU0125  PID         -  QU0125
 QU0125  STATE/COUNTY-  MT/POWDER RIVER
 QU0125  USGS QUAD   -  MONDAY CREEK (1973)
 QU0125
 QU0125                         *CURRENT SURVEY CONTROL
 QU0125  ___________________________________________________________________
 QU0125* NAD 83(1986)-  45 23 00.     (N)    105 19 08.     (W)     SCALED    
 QU0125* NAVD 88     -       944.064  (meters)    3097.32   (feet)  ADJUSTED  
 QU0125  ___________________________________________________________________
 QU0125  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 QU0125  DYNAMIC HT  -         943.865 (meters)    3096.66  (feet)  COMP
 QU0125  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 QU0125
 QU0125  VERT ORDER  -  FIRST     CLASS II
 QU0125
 QU0125.The horizontal coordinates were scaled from a topographic map and have
 QU0125.an estimated accuracy of +/- 6 seconds.
 QU0125
 QU0125.The orthometric height was determined by differential leveling
 QU0125.and adjusted by the National Geodetic Survey in June 1991..
 QU0125
 QU0125.The geoid height was determined by GEOID03.
 QU0125
 QU0125.The dynamic height is computed by dividing the NAVD 88
 QU0125.geopotential number by the normal gravity value computed on the
 QU0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0125.degrees latitude (g = 980.6199 gals.).
 QU0125
 QU0125.The modeled gravity was interpolated from observed gravity values.
 QU0125
 QU0125;                    North         East    Units  Estimated Accuracy
 QU0125;SPC MT       -   134,700.      927,240.      MT  (+/- 180 meters Scaled)
 QU0125
 QU0125                          SUPERSEDED SURVEY CONTROL
 QU0125
 QU0125  NGVD 29 (??/??/92)  943.465  (m)         3095.35   (f) ADJ UNCH    1 2
 QU0125
 QU0125.Superseded values are not recommended for survey control.
 QU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0125.See file dsdata.txt to determine how the superseded data were derived.
 QU0125
 QU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL750255(NAD 83)
 QU0125_MARKER: DB = BENCH MARK DISK
 QU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0125_SP_SET: CONCRETE POST
 QU0125_STAMPING: K 46 1934
 QU0125_MARK LOGO: CGS   
 QU0125_PROJECTION: PROJECTING 2 CENTIMETERS
 QU0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0125+STABILITY: SURFACE MOTION
 QU0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0125+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 QU0125
 QU0125  HISTORY     - Date     Condition        Report By
 QU0125  HISTORY     - 1934     MONUMENTED       CGS
 QU0125  HISTORY     - 1973     GOOD             USGS
 QU0125  HISTORY     - 1985     GOOD             NGS
 QU0125  HISTORY     - 19950928 GOOD             NGS
 QU0125  HISTORY     - 20040904 GOOD             GEOCAC
 QU0125
 QU0125                          STATION DESCRIPTION
 QU0125
 QU0125'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QU0125'6.4 MI SE FROM BROADUS.
 QU0125'U.S. HIGHWAY 212 AT THE INTERSECTION OF PARK AVE. AND HOLT
 QU0125'ST., 1 BLOCK SOUTH AND 1 BLOCK WEST OF THE POST OFFICE AT
 QU0125'BROADUS, POWDER RIVER COUNTY, THENCE 6.4 MILES SOUTHEAST ALONG
 QU0125'U.S. HIGHWAY 212, 0.9 MILES NORTHWEST OF A STEEL BRIDGE OVER THE
 QU0125'LITTLE POWDER RIVER, 131 FEET SOUTHEAST OF A T-RD. SOUTHWEST,
 QU0125'79 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 212 AND 1
 QU0125'FEET NORTH OF THE RIGHT-OF-WAY FENCE, A STANDARD TABLET SET IN
 QU0125'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND STAMPED
 QU0125'K-46, 1934.
 QU0125
 QU0125                          STATION RECOVERY (1985)
 QU0125
 QU0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0125'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.5 KM
 QU0125'(4.05 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE COUNTY COURTHOUSE AT
 QU0125'BROADUS, THENCE 3.8 KM (2.35 MI) SOUTHEAST ALONG STATE HIGHWAY 212, ON
 QU0125'THE OUTSIDE OF THE SOUTHEAST END OF A CURVE, 1.5 KM (0.9 MI) NORTHWEST
 QU0125'OF THE CROSSING OF THE LITTLE POWDER RIVER, 24.4 METERS (80 FT)
 QU0125'NORTHEAST OF THE HIGHWAY CENTERLINE, 20.9 METERS (68.5 FT) SOUTHEAST
 QU0125'OF THE SOUTHWEST END OF AN OFFSET IN THE RIGHT OF WAY FENCE AND
 QU0125'0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 QU0125'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 QU0125'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QU0125
 QU0125                          STATION RECOVERY (1995)
 QU0125
 QU0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 QU0125'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 QU0125'COURTHOUSE IN BROADUS, 3.8 KM (2.35 MI) SOUTHEAST OF THE INTERSECTION
 QU0125'OF STATE HIGHWAY 59, 1.7 KM (1.05 MI) NORTHWEST OF THE LITTLE POWDER
 QU0125'RIVER, 24.4 M (80.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 20.9 M
 QU0125'(68.6 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT)
 QU0125'NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) NORTHEAST OF A FENCE, 0.3
 QU0125'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 QU0125'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QU0125
 QU0125                          STATION RECOVERY (2004)
 QU0125
 QU0125'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 QU0125'THE HIGHWAY HAS BEEN MOVED A FEW HUNDRED YARDS TO THE SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0321 ***********************************************************************
 RW0321  DESIGNATION -  K 460
 RW0321  PID         -  RW0321
 RW0321  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0321  USGS QUAD   -  EAST HELENA (1985)
 RW0321
 RW0321                         *CURRENT SURVEY CONTROL
 RW0321  ___________________________________________________________________
 RW0321* NAD 83(1986)-  46 36 05.     (N)    111 54 52.     (W)     SCALED    
 RW0321* NAVD 88     -      1172.790  (meters)    3847.73   (feet)  ADJUSTED  
 RW0321  ___________________________________________________________________
 RW0321  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RW0321  DYNAMIC HT  -        1172.535 (meters)    3846.89  (feet)  COMP
 RW0321  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 RW0321
 RW0321  VERT ORDER  -  FIRST     CLASS II
 RW0321
 RW0321.The horizontal coordinates were scaled from a topographic map and have
 RW0321.an estimated accuracy of +/- 6 seconds.
 RW0321
 RW0321.The orthometric height was determined by differential leveling
 RW0321.and adjusted by the National Geodetic Survey in June 1991..
 RW0321.WARNING-Repeat measurements at this control monument indicate possible
 RW0321.vertical movement.
 RW0321
 RW0321.The geoid height was determined by GEOID03.
 RW0321
 RW0321.The dynamic height is computed by dividing the NAVD 88
 RW0321.geopotential number by the normal gravity value computed on the
 RW0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0321.degrees latitude (g = 980.6199 gals.).
 RW0321
 RW0321.The modeled gravity was interpolated from observed gravity values.
 RW0321
 RW0321;                    North         East    Units  Estimated Accuracy
 RW0321;SPC MT       -   264,140.      415,140.      MT  (+/- 180 meters Scaled)
 RW0321
 RW0321                          SUPERSEDED SURVEY CONTROL
 RW0321
 RW0321  NGVD 29 (??/??/92) 1171.745  (m)         3844.30   (f) ADJ UNCH    1 2
 RW0321
 RW0321.Superseded values are not recommended for survey control.
 RW0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0321.See file dsdata.txt to determine how the superseded data were derived.
 RW0321
 RW0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS299612(NAD 83)
 RW0321_MARKER: DB = BENCH MARK DISK
 RW0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0321_STAMPING: K 460 1936
 RW0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0321+STABILITY: SURFACE MOTION
 RW0321
 RW0321  HISTORY     - Date     Condition        Report By
 RW0321  HISTORY     - 1936     MONUMENTED       CGS
 RW0321  HISTORY     - 1962     GOOD             NGS
 RW0321
 RW0321                          STATION DESCRIPTION
 RW0321
 RW0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0321'0.75 MI N FROM EAST HELENA.
 RW0321'0.75 MILE NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0321'THE GRADE SCHOOL AT EAST HELENA, 33 FEET EAST OF THE CENTER LINE OF
 RW0321'THE ROAD, 60 FEET EAST AND ACROSS THE ROAD FROM THE SECOND TELEPHONE
 RW0321'POLE NORTH OF J 460, 11 FEET EAST-SOUTHEAST OF THE FIRST POWER POLE
 RW0321'NORTH OF BENCH MARK J 460, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 RW0321'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE CONCRETE
 RW0321'POST IS CHIPPED BUT STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0371 ***********************************************************************
 RW0371  DESIGNATION -  K 462
 RW0371  PID         -  RW0371
 RW0371  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0371  USGS QUAD   -  HAUSER LAKE (1972)
 RW0371
 RW0371                         *CURRENT SURVEY CONTROL
 RW0371  ___________________________________________________________________
 RW0371* NAD 83(1986)-  46 39 51.     (N)    111 50 35.     (W)     SCALED    
 RW0371* NAVD 88     -      1152.387  (meters)    3780.79   (feet)  ADJUSTED  
 RW0371  ___________________________________________________________________
 RW0371  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RW0371  DYNAMIC HT  -        1152.165 (meters)    3780.06  (feet)  COMP
 RW0371  MODELED GRAV-     980,381.6   (mgal)                       NAVD 88
 RW0371
 RW0371  VERT ORDER  -  FIRST     CLASS II
 RW0371
 RW0371.The horizontal coordinates were scaled from a topographic map and have
 RW0371.an estimated accuracy of +/- 6 seconds.
 RW0371
 RW0371.The orthometric height was determined by differential leveling
 RW0371.and adjusted by the National Geodetic Survey in June 1991..
 RW0371
 RW0371.The geoid height was determined by GEOID03.
 RW0371
 RW0371.The dynamic height is computed by dividing the NAVD 88
 RW0371.geopotential number by the normal gravity value computed on the
 RW0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0371.degrees latitude (g = 980.6199 gals.).
 RW0371
 RW0371.The modeled gravity was interpolated from observed gravity values.
 RW0371
 RW0371;                    North         East    Units  Estimated Accuracy
 RW0371;SPC MT       -   270,950.      420,820.      MT  (+/- 180 meters Scaled)
 RW0371
 RW0371                          SUPERSEDED SURVEY CONTROL
 RW0371
 RW0371  NGVD 29 (??/??/92) 1151.371  (m)         3777.46   (f) ADJ UNCH    1 2
 RW0371
 RW0371.Superseded values are not recommended for survey control.
 RW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0371.See file dsdata.txt to determine how the superseded data were derived.
 RW0371
 RW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS355681(NAD 83)
 RW0371_MARKER: DB = BENCH MARK DISK
 RW0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0371_STAMPING: K 462 1936
 RW0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0371+STABILITY: SURFACE MOTION
 RW0371
 RW0371  HISTORY     - Date     Condition        Report By
 RW0371  HISTORY     - 1936     MONUMENTED       CGS
 RW0371  HISTORY     - 1962     GOOD             NGS
 RW0371
 RW0371                          STATION DESCRIPTION
 RW0371
 RW0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0371'6.9 MI NE FROM EAST HELENA.
 RW0371'2.15 MILES NORTH ALONG MONTANA AVENUE AND EAST HELENA VALLEY ROAD FROM
 RW0371'THE GRADE SCHOOL AT EAST HELENA, THENCE 1.9 MILES NORTHEAST ALONG A
 RW0371'POWER LINE, THENCE 2.85 MILES NORTHEAST ALONG THE YORK ROAD, AT THE
 RW0371'JUNCTION OF A DRIVEWAY NORTH TO A SMALL HOUSE, 27 FEET NORTH OF THE
 RW0371'CENTER LINE OF THE ROAD, 151 FEET EAST OF THE CENTER LINE OF THE
 RW0371'DRIVEWAY, 88 FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE
 RW0371'SUPPORTING A TRANSFORMER, 142 FEET EAST OF A FENCE CORNER, 3 FEET EAST
 RW0371'OF A T JUNCTION FENCE CORNER POST, 1.0 FOOT SOUTH OF A FENCE, ABOUT
 RW0371'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 RW0371'THE GROUND.  NOTE-- THE DISK HAS BEEN HIT AND THE K IN THE STAMPING IS
 RW0371'NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0403 ***********************************************************************
 RW0403  DESIGNATION -  K 463 RESET
 RW0403  PID         -  RW0403
 RW0403  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0403  USGS QUAD   -  HAUSER LAKE (1972)
 RW0403
 RW0403                         *CURRENT SURVEY CONTROL
 RW0403  ___________________________________________________________________
 RW0403* NAD 83(1986)-  46 42 00.     (N)    111 48 31.     (W)     SCALED    
 RW0403* NAVD 88     -      1152.73   (meters)    3781.9    (feet)  RESET     
 RW0403  ___________________________________________________________________
 RW0403  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 RW0403
 RW0403  VERT ORDER  -  THIRD
 RW0403
 RW0403.The horizontal coordinates were scaled from a topographic map and have
 RW0403.an estimated accuracy of +/- 6 seconds.
 RW0403
 RW0403.The orthometric height was computed from unverified reset data.
 RW0403.No vertical observational check was made to the station.
 RW0403
 RW0403.The geoid height was determined by GEOID03.
 RW0403
 RW0403;                    North         East    Units  Estimated Accuracy
 RW0403;SPC MT       -   274,850.      423,570.      MT  (+/- 180 meters Scaled)
 RW0403
 RW0403                          SUPERSEDED SURVEY CONTROL
 RW0403
 RW0403  NGVD 29 (03/30/06) 1151.73   (m)         3778.6    (f) RESET       3  
 RW0403
 RW0403.Superseded values are not recommended for survey control.
 RW0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0403.See file dsdata.txt to determine how the superseded data were derived.
 RW0403
 RW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS381721(NAD 83)
 RW0403_MARKER: DB = BENCH MARK DISK
 RW0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0403_STAMPING: K 463 RESET 1974
 RW0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0403+STABILITY: SURFACE MOTION
 RW0403
 RW0403  HISTORY     - Date     Condition        Report By
 RW0403  HISTORY     - 1974     MONUMENTED       MTDH
 RW0403
 RW0403                          STATION DESCRIPTION
 RW0403
 RW0403'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1974
 RW0403'1.96 MI NE FROM YORK.
 RW0403'1.96 MILES NORTHEAST ALONG THE HELENA YORK ROAD FROM THE LAKESIDE
 RW0403'MARINA, OUT OF A CUT SECTION INTO A FILL SECTION 200 FEET, 65 FEET
 RW0403'RIGHT OF THE CENTERLINE OF THE ROAD HIGHWAY STATION 685+00, 26 FEET
 RW0403'LOWER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RW0403'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0430 ***********************************************************************
 RW0430  DESIGNATION -  K 464
 RW0430  PID         -  RW0430
 RW0430  STATE/COUNTY-  MT/LEWIS AND CLARK
 RW0430  USGS QUAD   -  HAUSER LAKE (1972)
 RW0430
 RW0430                         *CURRENT SURVEY CONTROL
 RW0430  ___________________________________________________________________
 RW0430* NAD 83(1986)-  46 42 40.     (N)    111 46 30.     (W)     SCALED    
 RW0430* NAVD 88     -      1183.502  (meters)    3882.87   (feet)  ADJUSTED  
 RW0430  ___________________________________________________________________
 RW0430  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 RW0430  DYNAMIC HT  -        1183.266 (meters)    3882.10  (feet)  COMP
 RW0430  MODELED GRAV-     980,374.5   (mgal)                       NAVD 88
 RW0430
 RW0430  VERT ORDER  -  FIRST     CLASS II
 RW0430
 RW0430.The horizontal coordinates were scaled from a topographic map and have
 RW0430.an estimated accuracy of +/- 6 seconds.
 RW0430
 RW0430.The orthometric height was determined by differential leveling
 RW0430.and adjusted by the National Geodetic Survey in June 1991..
 RW0430
 RW0430.The geoid height was determined by GEOID03.
 RW0430
 RW0430.The dynamic height is computed by dividing the NAVD 88
 RW0430.geopotential number by the normal gravity value computed on the
 RW0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0430.degrees latitude (g = 980.6199 gals.).
 RW0430
 RW0430.The modeled gravity was interpolated from observed gravity values.
 RW0430
 RW0430;                    North         East    Units  Estimated Accuracy
 RW0430;SPC MT       -   276,010.      426,170.      MT  (+/- 180 meters Scaled)
 RW0430
 RW0430                          SUPERSEDED SURVEY CONTROL
 RW0430
 RW0430  NGVD 29 (??/??/92) 1182.475  (m)         3879.50   (f) ADJ UNCH    1 2
 RW0430
 RW0430.Superseded values are not recommended for survey control.
 RW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0430.See file dsdata.txt to determine how the superseded data were derived.
 RW0430
 RW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS407733(NAD 83)
 RW0430_MARKER: DB = BENCH MARK DISK
 RW0430_SETTING: 66 = SET IN ROCK OUTCROP
 RW0430_SP_SET: OUTCROP
 RW0430_STAMPING: K 464 1936
 RW0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RW0430+STABILITY: POSITION/ELEVATION WELL
 RW0430
 RW0430  HISTORY     - Date     Condition        Report By
 RW0430  HISTORY     - 1936     MONUMENTED       CGS
 RW0430  HISTORY     - 1962     GOOD             NGS
 RW0430
 RW0430                          STATION DESCRIPTION
 RW0430
 RW0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RW0430'1.5 MI SW FROM YORK.
 RW0430'1.5 MILES SOUTHWEST ALONG THE HELENA ROAD FROM THE STORE AT YORK, ON
 RW0430'THE INSIDE OF A CURVE, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 2
 RW0430'FEET ABOVE THE GROUND, 29 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 RW0430'THE ROAD, 35 FEET EAST-NORTHEAST OF A 24-INCH PINE TREE BEARING A
 RW0430'YELLOW FOREST BOUNDARY SIGN, 17 FEET NORTH-NORTHEAST OF A 30-INCH
 RW0430'STUMP, AT THE SOUTH-SOUTHWEST END OF A HIGH ROCKY HILL, AND ABOUT 14
 RW0430'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0212 ***********************************************************************
 RX0212  DESIGNATION -  K 465
 RX0212  PID         -  RX0212
 RX0212  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0212  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0212
 RX0212                         *CURRENT SURVEY CONTROL
 RX0212  ___________________________________________________________________
 RX0212* NAD 83(1986)-  46 38 45.     (N)    112 05 02.     (W)     SCALED    
 RX0212* NAVD 88     -      1218.729  (meters)    3998.45   (feet)  ADJUSTED  
 RX0212  ___________________________________________________________________
 RX0212  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 RX0212  DYNAMIC HT  -        1218.466 (meters)    3997.58  (feet)  COMP
 RX0212  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 RX0212
 RX0212  VERT ORDER  -  FIRST     CLASS II
 RX0212
 RX0212.The horizontal coordinates were scaled from a topographic map and have
 RX0212.an estimated accuracy of +/- 6 seconds.
 RX0212
 RX0212.The orthometric height was determined by differential leveling
 RX0212.and adjusted by the National Geodetic Survey in June 1991..
 RX0212
 RX0212.The geoid height was determined by GEOID03.
 RX0212
 RX0212.The dynamic height is computed by dividing the NAVD 88
 RX0212.geopotential number by the normal gravity value computed on the
 RX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0212.degrees latitude (g = 980.6199 gals.).
 RX0212
 RX0212.The modeled gravity was interpolated from observed gravity values.
 RX0212
 RX0212;                    North         East    Units  Estimated Accuracy
 RX0212;SPC MT       -   269,490.      402,340.      MT  (+/- 180 meters Scaled)
 RX0212
 RX0212                          SUPERSEDED SURVEY CONTROL
 RX0212
 RX0212  NGVD 29 (??/??/92) 1217.689  (m)         3995.03   (f) ADJ UNCH    1 2
 RX0212
 RX0212.Superseded values are not recommended for survey control.
 RX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0212.See file dsdata.txt to determine how the superseded data were derived.
 RX0212
 RX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS170663(NAD 83)
 RX0212_MARKER: DB = BENCH MARK DISK
 RX0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0212_STAMPING: K 465 1936
 RX0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0212+STABILITY: SURFACE MOTION
 RX0212
 RX0212  HISTORY     - Date     Condition        Report By
 RX0212  HISTORY     - 1936     MONUMENTED       CGS
 RX0212  HISTORY     - 1962     GOOD             NGS
 RX0212  HISTORY     - 1970     GOOD             NGS
 RX0212
 RX0212                          STATION DESCRIPTION
 RX0212
 RX0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0212'3.55 MI NW FROM HELENA.
 RX0212'2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF
 RX0212'THE NORTHERN PACIFIC RAILWAY AT HELENA, THENCE 1.55 MILES WEST ALONG A
 RX0212'COUNTY ROAD, 140 YARDS WEST OF J 465, AT A POINT WHERE THE ROAD TURNS
 RX0212'TO THE SOUTH, AT THE JUNCTION OF A PRIVATE RANCH ROAD LEADING NORTH,
 RX0212'37 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF THE
 RX0212'CENTER LINE OF THE PRIVATE ROAD, 10 FEET EAST OF THE SOUTHEAST CORNER
 RX0212'OF A CATTLEGUARD, 2.2 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 RX0212'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RX0212
 RX0212                          STATION RECOVERY (1970)
 RX0212
 RX0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RX0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0236 ***********************************************************************
 RX0236  DESIGNATION -  K 466
 RX0236  PID         -  RX0236
 RX0236  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0236  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0236
 RX0236                         *CURRENT SURVEY CONTROL
 RX0236  ___________________________________________________________________
 RX0236* NAD 83(1986)-  46 37 50.     (N)    112 06 20.     (W)     SCALED    
 RX0236* NAVD 88     -      1217.822  (meters)    3995.47   (feet)  ADJUSTED  
 RX0236  ___________________________________________________________________
 RX0236  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 RX0236  DYNAMIC HT  -        1217.559 (meters)    3994.61  (feet)  COMP
 RX0236  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 RX0236
 RX0236  VERT ORDER  -  FIRST     CLASS II
 RX0236
 RX0236.The horizontal coordinates were scaled from a topographic map and have
 RX0236.an estimated accuracy of +/- 6 seconds.
 RX0236
 RX0236.The orthometric height was determined by differential leveling
 RX0236.and adjusted by the National Geodetic Survey in June 1991..
 RX0236
 RX0236.The geoid height was determined by GEOID03.
 RX0236
 RX0236.The dynamic height is computed by dividing the NAVD 88
 RX0236.geopotential number by the normal gravity value computed on the
 RX0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0236.degrees latitude (g = 980.6199 gals.).
 RX0236
 RX0236.The modeled gravity was interpolated from observed gravity values.
 RX0236
 RX0236;                    North         East    Units  Estimated Accuracy
 RX0236;SPC MT       -   267,850.      400,620.      MT  (+/- 180 meters Scaled)
 RX0236
 RX0236                          SUPERSEDED SURVEY CONTROL
 RX0236
 RX0236  NGVD 29 (??/??/92) 1216.779  (m)         3992.05   (f) ADJ UNCH    1 2
 RX0236
 RX0236.Superseded values are not recommended for survey control.
 RX0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0236.See file dsdata.txt to determine how the superseded data were derived.
 RX0236
 RX0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS153647(NAD 83)
 RX0236_MARKER: DB = BENCH MARK DISK
 RX0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0236_STAMPING: K 466 1936
 RX0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0236+STABILITY: SURFACE MOTION
 RX0236
 RX0236  HISTORY     - Date     Condition        Report By
 RX0236  HISTORY     - 1936     MONUMENTED       CGS
 RX0236  HISTORY     - 1962     GOOD             NGS
 RX0236
 RX0236                          STATION DESCRIPTION
 RX0236
 RX0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0236'IN FORT HARRISON.
 RX0236'AT FORT HARRISON, 0.55 MILES WEST OF THE INTERSECTION OF THE
 RX0236'HELENA-MARYSVILLE ROAD AND THE NORTHEAST BOUNDARY FENCE CORNER, 165
 RX0236'YARDS WEST OF BENCH MARK J 466, 30 FEET SOUTH OF THE CENTER LINE OF A
 RX0236'COUNTY ROAD, 142 FEET WEST OF THE WEST END OF A GATE IN BOUNDARY
 RX0236'FENCE, 54 FEET SOUTH-SOUTHEAST OF AND ACROSS THE ROAD FROM THE SECOND
 RX0236'POWER LINE POLE WEST OF BENCH MARK J 466, 2.0 FEET NORTH OF THE NORTH
 RX0236'BOUNDARY FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RX0236'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0262 ***********************************************************************
 RX0262  DESIGNATION -  K 467
 RX0262  PID         -  RX0262
 RX0262  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0262  USGS QUAD   -  HELENA (1985)
 RX0262
 RX0262                         *CURRENT SURVEY CONTROL
 RX0262  ___________________________________________________________________
 RX0262* NAD 83(1986)-  46 36 37.     (N)    112 05 16.     (W)     SCALED    
 RX0262* NAVD 88     -      1202.218  (meters)    3944.28   (feet)  ADJUSTED  
 RX0262  ___________________________________________________________________
 RX0262  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 RX0262  DYNAMIC HT  -        1201.955 (meters)    3943.41  (feet)  COMP
 RX0262  MODELED GRAV-     980,354.1   (mgal)                       NAVD 88
 RX0262
 RX0262  VERT ORDER  -  FIRST     CLASS II
 RX0262
 RX0262.The horizontal coordinates were scaled from a topographic map and have
 RX0262.an estimated accuracy of +/- 6 seconds.
 RX0262
 RX0262.The orthometric height was determined by differential leveling
 RX0262.and adjusted by the National Geodetic Survey in June 1991..
 RX0262
 RX0262.The geoid height was determined by GEOID03.
 RX0262
 RX0262.The dynamic height is computed by dividing the NAVD 88
 RX0262.geopotential number by the normal gravity value computed on the
 RX0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0262.degrees latitude (g = 980.6199 gals.).
 RX0262
 RX0262.The modeled gravity was interpolated from observed gravity values.
 RX0262
 RX0262;                    North         East    Units  Estimated Accuracy
 RX0262;SPC MT       -   265,550.      401,910.      MT  (+/- 180 meters Scaled)
 RX0262
 RX0262                          SUPERSEDED SURVEY CONTROL
 RX0262
 RX0262  NGVD 29 (??/??/92) 1201.174  (m)         3940.85   (f) ADJ UNCH    1 2
 RX0262
 RX0262.Superseded values are not recommended for survey control.
 RX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0262.See file dsdata.txt to determine how the superseded data were derived.
 RX0262
 RX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS167624(NAD 83)
 RX0262_MARKER: DB = BENCH MARK DISK
 RX0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0262_STAMPING: K 467 1936
 RX0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0262+STABILITY: SURFACE MOTION
 RX0262
 RX0262  HISTORY     - Date     Condition        Report By
 RX0262  HISTORY     - 1936     MONUMENTED       CGS
 RX0262  HISTORY     - 1962     GOOD             NGS
 RX0262
 RX0262                          STATION DESCRIPTION
 RX0262
 RX0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0262'0.5 MI SE FROM FORT HARRISON.
 RX0262'0.5 MILE SOUTHEAST ALONG WILLIAMS STREET FROM THE MAIN ENTRANCE GATE
 RX0262'AT FORT HARRISON, 30 FEET EAST OF THE CENTER LINE OF THE STREET, 98
 RX0262'FEET EAST-NORTHEAST AND ACROSS THE STREET FROM THE SOUTHEAST CORNER OF
 RX0262'A STUCCO HOUSE, 42 FEET SOUTH OF THE EXTENDED CENTER LINE OF A
 RX0262'DRIVEWAY TO THE HOUSE, 2.0 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE
 RX0262'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 RX0262'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0541 ***********************************************************************
 SR0541  DESIGNATION -  K 468
 SR0541  PID         -  SR0541
 SR0541  STATE/COUNTY-  MT/FERGUS
 SR0541  USGS QUAD   -  LEWISTOWN (1985)
 SR0541
 SR0541                         *CURRENT SURVEY CONTROL
 SR0541  ___________________________________________________________________
 SR0541* NAD 83(1986)-  47 02 53.     (N)    109 28 03.     (W)     SCALED    
 SR0541* NAVD 88     -      1262.089  (meters)    4140.70   (feet)  ADJUSTED  
 SR0541  ___________________________________________________________________
 SR0541  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 SR0541  DYNAMIC HT  -        1261.925 (meters)    4140.17  (feet)  COMP
 SR0541  MODELED GRAV-     980,438.9   (mgal)                       NAVD 88
 SR0541
 SR0541  VERT ORDER  -  FIRST     CLASS II
 SR0541
 SR0541.This mark is at Lewistown Municipal Airport (LWT)
 SR0541
 SR0541.The horizontal coordinates were scaled from a topographic map and have
 SR0541.an estimated accuracy of +/- 6 seconds.
 SR0541
 SR0541.The orthometric height was determined by differential leveling
 SR0541.and adjusted by the National Geodetic Survey in June 1991..
 SR0541
 SR0541.The geoid height was determined by GEOID03.
 SR0541
 SR0541.The dynamic height is computed by dividing the NAVD 88
 SR0541.geopotential number by the normal gravity value computed on the
 SR0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0541.degrees latitude (g = 980.6199 gals.).
 SR0541
 SR0541.The modeled gravity was interpolated from observed gravity values.
 SR0541
 SR0541;                    North         East    Units  Estimated Accuracy
 SR0541;SPC MT       -   310,920.      602,470.      MT  (+/- 180 meters Scaled)
 SR0541
 SR0541                          SUPERSEDED SURVEY CONTROL
 SR0541
 SR0541  NGVD 29 (??/??/92) 1261.210  (m)         4137.82   (f) ADJ UNCH    1 2
 SR0541
 SR0541.Superseded values are not recommended for survey control.
 SR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0541.See file dsdata.txt to determine how the superseded data were derived.
 SR0541
 SR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT164116(NAD 83)
 SR0541_MARKER: DB = BENCH MARK DISK
 SR0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SR0541_SP_SET: APRON
 SR0541_STAMPING: K 468
 SR0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0541
 SR0541  HISTORY     - Date     Condition        Report By
 SR0541  HISTORY     - UNK      MONUMENTED       CGS
 SR0541  HISTORY     - 1961     GOOD             NGS
 SR0541  HISTORY     - 1969     GOOD             NGS
 SR0541  HISTORY     - 1980     GOOD             NGS
 SR0541
 SR0541                          STATION DESCRIPTION
 SR0541
 SR0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0541'2.05 MI SW FROM LEWISTOWN.
 SR0541'ABOUT 0.65 MILE SOUTHWEST ALONG U. S. HIGHWAY 87 FROM THE COUNTY
 SR0541'COURTHOUSE AT LEWISTOWN, THENCE 1.4 MILES SOUTHWEST ALONG A PAVED ROAD
 SR0541'TO THE LEWISTOWN MUNICIPAL AIRPORT, IN SECTION 21, T 15 N, R 18 E, 5
 SR0541'1/2 FEET NORTHWEST OF THE NORTHWEST FACE OF THE MAIN HANGAR, SET IN
 SR0541'THE TOP OF THE CONCRETE APRON AT THE WEST CORNER OF THE MAIN HANGAR,
 SR0541'1.4 FEET NORTHWEST OF THE NORTH CORNER OF AN ABANDONED CONTROL TOWER,
 SR0541'6 INCHES NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE APRON, AND
 SR0541'ABOUT LEVEL WITH THE GROUND.
 SR0541
 SR0541                          STATION RECOVERY (1969)
 SR0541
 SR0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SR0541'RECOVERED IN GOOD CONDITION.
 SR0541
 SR0541                          STATION RECOVERY (1980)
 SR0541
 SR0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0541'2.7 KM (1.65 MI) WESTERLY ALONG U.S. HIGHWAYS 87 AND 191 FROM THE
 SR0541'COURTHOUSE IN LEWISTOWN, THENCE 0.8 KM (0.5 MI) SOUTH ACROSS THE
 SR0541'LEWISTOWN MUNICIAPL AIRPORT, AT THE NORTHWEST END OF A LARGE HANGER,
 SR0541'IN TOP OF THE CONCRETE APRON, 0.9 METER (3.0 FT) NORTH OF THE NORTH
 SR0541'FACE OF THE BUILDING, 0.2 METER (0.6 FT) NORTHEAST OF THE SOUTHWEST
 SR0541'EDGE OF THE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0093 ***********************************************************************
 QW0093  DESIGNATION -  K 47
 QW0093  PID         -  QW0093
 QW0093  STATE/COUNTY-  MT/CARBON
 QW0093  USGS QUAD   -  WADE (1969)
 QW0093
 QW0093                         *CURRENT SURVEY CONTROL
 QW0093  ___________________________________________________________________
 QW0093* NAD 83(1986)-  45 12 31.     (N)    108 51 46.     (W)     SCALED    
 QW0093* NAVD 88     -      1183.143  (meters)    3881.70   (feet)  ADJUSTED  
 QW0093  ___________________________________________________________________
 QW0093  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 QW0093  DYNAMIC HT  -        1182.780 (meters)    3880.50  (feet)  COMP
 QW0093  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 QW0093
 QW0093  VERT ORDER  -  FIRST     CLASS II
 QW0093
 QW0093.The horizontal coordinates were scaled from a topographic map and have
 QW0093.an estimated accuracy of +/- 6 seconds.
 QW0093
 QW0093.The orthometric height was determined by differential leveling
 QW0093.and adjusted by the National Geodetic Survey in June 1991..
 QW0093
 QW0093.The geoid height was determined by GEOID03.
 QW0093
 QW0093.The dynamic height is computed by dividing the NAVD 88
 QW0093.geopotential number by the normal gravity value computed on the
 QW0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0093.degrees latitude (g = 980.6199 gals.).
 QW0093
 QW0093.The modeled gravity was interpolated from observed gravity values.
 QW0093
 QW0093;                    North         East    Units  Estimated Accuracy
 QW0093;SPC MT       -   106,750.      650,050.      MT  (+/- 180 meters Scaled)
 QW0093
 QW0093                          SUPERSEDED SURVEY CONTROL
 QW0093
 QW0093  NGVD 29 (??/??/92) 1182.271  (m)         3878.83   (f) ADJ UNCH    1 2
 QW0093
 QW0093.Superseded values are not recommended for survey control.
 QW0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0093.See file dsdata.txt to determine how the superseded data were derived.
 QW0093
 QW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR678083(NAD 83)
 QW0093_MARKER: DB = BENCH MARK DISK
 QW0093_SETTING: 66 = SET IN ROCK OUTCROP
 QW0093_SP_SET: ROCK OUTCROP
 QW0093_STAMPING: K 47 1933
 QW0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0093+STABILITY: POSITION/ELEVATION WELL
 QW0093
 QW0093  HISTORY     - Date     Condition        Report By
 QW0093  HISTORY     - 1933     MONUMENTED       CGS
 QW0093  HISTORY     - 1952     MARK NOT FOUND   USGS
 QW0093
 QW0093                          STATION DESCRIPTION
 QW0093
 QW0093'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0093'4.0 MI NW FROM WADE.
 QW0093'4.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 QW0093'FROM WADE, AT MILEAGE 480.3, 890 FEET SOUTH OF CONCRETE DRAIN 480.47,
 QW0093'72 FEET NORTHEAST OF THE TRACK, AND IN THE TOP OF A ROCK OUTCROP
 QW0093'MARKED BY A PYRAMID OF LOOSE STONES.  A STANDARD DISK, STAMPED K 47
 QW0093'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0373 ***********************************************************************
 TN0373  DESIGNATION -  K 470
 TN0373  PID         -  TN0373
 TN0373  STATE/COUNTY-  MT/SANDERS
 TN0373  USGS QUAD   -  HERON (1983)
 TN0373
 TN0373                         *CURRENT SURVEY CONTROL
 TN0373  ___________________________________________________________________
 TN0373* NAD 83(1986)-  48 03 50.     (N)    115 58 31.     (W)     SCALED    
 TN0373* NAVD 88     -       684.640  (meters)    2246.19   (feet)  ADJUSTED  
 TN0373  ___________________________________________________________________
 TN0373  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 TN0373  DYNAMIC HT  -         684.669 (meters)    2246.28  (feet)  COMP
 TN0373  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 TN0373
 TN0373  VERT ORDER  -  FIRST     CLASS II
 TN0373
 TN0373.The horizontal coordinates were scaled from a topographic map and have
 TN0373.an estimated accuracy of +/- 6 seconds.
 TN0373
 TN0373.The orthometric height was determined by differential leveling
 TN0373.and adjusted by the National Geodetic Survey in June 1991..
 TN0373
 TN0373.The geoid height was determined by GEOID03.
 TN0373
 TN0373.The dynamic height is computed by dividing the NAVD 88
 TN0373.geopotential number by the normal gravity value computed on the
 TN0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0373.degrees latitude (g = 980.6199 gals.).
 TN0373
 TN0373.The modeled gravity was interpolated from observed gravity values.
 TN0373
 TN0373;                    North         East    Units  Estimated Accuracy
 TN0373;SPC MT       -   443,730.      118,140.      MT  (+/- 180 meters Scaled)
 TN0373
 TN0373                          SUPERSEDED SURVEY CONTROL
 TN0373
 TN0373  NGVD 29 (??/??/92)  683.476  (m)         2242.37   (f) ADJ UNCH    1 2
 TN0373
 TN0373.Superseded values are not recommended for survey control.
 TN0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0373.See file dsdata.txt to determine how the superseded data were derived.
 TN0373
 TN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP763239(NAD 83)
 TN0373_MARKER: DB = BENCH MARK DISK
 TN0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0373_STAMPING: K 470 1944
 TN0373_PROJECTION: PROJECTING 10 CENTIMETERS
 TN0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0373+STABILITY: SURFACE MOTION
 TN0373
 TN0373  HISTORY     - Date     Condition        Report By
 TN0373  HISTORY     - 1944     MONUMENTED       CGS
 TN0373  HISTORY     - 1959     GOOD             NGS
 TN0373  HISTORY     - 1980     GOOD             NGS
 TN0373
 TN0373                          STATION DESCRIPTION
 TN0373
 TN0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TN0373'0.9 MI NW FROM HERON.
 TN0373'ABOUT 0.9 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TN0373'ABANDONED STATION AT HERON, ABOUT 0.1 MILE SOUTHEAST OF THE STATION
 TN0373'ONE MILE SIGN, AT THE WEST END OF A SIDE TRACK, 104 FEET NORTHEAST OF
 TN0373'THE CENTER LINE OF A ROAD PARALELLING THE TRACK, 65 FEET SOUTH AND
 TN0373'ACROSS THE TRACK FROM MILEPOST 81, 20 FEET SOUTHWEST OF THE SOUTHWEST
 TN0373'RAIL, 10.7 FEET SOUTHWEST OF THE WEST CORNER OF THE CONCRETE BASE FOR
 TN0373'SEMAPHORE 810, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 TN0373'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 TN0373'FOOT ABOVE THE GROUND.
 TN0373
 TN0373                          STATION RECOVERY (1980)
 TN0373
 TN0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0373'19.2 KILOMETERS (11.9 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TN0373'PUBLIC SCHOOL IN CLARK FORK,
 TN0373'THENCE 1.8 KILOMETERS (1.1 MILES) SOUTH ALONG A PAVED ROAD LEADING TO
 TN0373'HERON, THENCE 0.6 KILOMETER (0.4 MILE) SOUTHEAST ALONG THE BURLINGTON
 TN0373'NORTHERN RAILWAY, 16.6 METERS (54.6 FEET) SOUTHEAST OF RAILWAY
 TN0373'MILEPOST 81, 6.1 METERS (20.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL
 TN0373'OF THE MAIN TRACKS, 29.9 METERS (98.0 FEET) NORTHEAST OF THE
 TN0373'CENTERLINE OF A PAVED ROAD PARALLELING THE TRACKS, 13.0 METERS (42.7
 TN0373'FEET) SOUTHEAST OF TELEGRAPH POLE NUMBER 27 G, 8.9 METERS (29.1 FEET)
 TN0373'NORTHEAST OF THE RAILWAY RIGHT-OF-WAY FENCE.
 TN0373'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 TN0373'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0565 ***********************************************************************
 SU0565  DESIGNATION -  K 471
 SU0565  PID         -  SU0565
 SU0565  STATE/COUNTY-  MT/SANDERS
 SU0565  USGS QUAD   -  TROUT CREEK (1983)
 SU0565
 SU0565                         *CURRENT SURVEY CONTROL
 SU0565  ___________________________________________________________________
 SU0565* NAD 83(1986)-  47 48 32.     (N)    115 31 04.     (W)     SCALED    
 SU0565* NAVD 88     -       723.066  (meters)    2372.26   (feet)  ADJUSTED  
 SU0565  ___________________________________________________________________
 SU0565  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 SU0565  DYNAMIC HT  -         723.069 (meters)    2372.27  (feet)  COMP
 SU0565  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 SU0565
 SU0565  VERT ORDER  -  FIRST     CLASS II
 SU0565
 SU0565.The horizontal coordinates were scaled from a topographic map and have
 SU0565.an estimated accuracy of +/- 6 seconds.
 SU0565
 SU0565.The orthometric height was determined by differential leveling
 SU0565.and adjusted by the National Geodetic Survey in June 1991..
 SU0565
 SU0565.The geoid height was determined by GEOID03.
 SU0565
 SU0565.The dynamic height is computed by dividing the NAVD 88
 SU0565.geopotential number by the normal gravity value computed on the
 SU0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0565.degrees latitude (g = 980.6199 gals.).
 SU0565
 SU0565.The modeled gravity was interpolated from observed gravity values.
 SU0565
 SU0565;                    North         East    Units  Estimated Accuracy
 SU0565;SPC MT       -   412,750.      149,940.      MT  (+/- 180 meters Scaled)
 SU0565
 SU0565                          SUPERSEDED SURVEY CONTROL
 SU0565
 SU0565  NGVD 29 (??/??/92)  721.879  (m)         2368.36   (f) ADJ UNCH    1 2
 SU0565
 SU0565.Superseded values are not recommended for survey control.
 SU0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0565.See file dsdata.txt to determine how the superseded data were derived.
 SU0565
 SU0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN109961(NAD 83)
 SU0565_MARKER: DB = BENCH MARK DISK
 SU0565_SETTING: 80 = SET IN A BOULDER
 SU0565_SP_SET: BOULDER
 SU0565_STAMPING: K 471 1944
 SU0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0565+STABILITY: SURFACE MOTION
 SU0565
 SU0565  HISTORY     - Date     Condition        Report By
 SU0565  HISTORY     - 1944     MONUMENTED       CGS
 SU0565  HISTORY     - 1952     GOOD             NGS
 SU0565  HISTORY     - 1966     MARK NOT FOUND   USGS
 SU0565
 SU0565                          STATION DESCRIPTION
 SU0565
 SU0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0565'4.3 MI SE FROM TROUT CREEK.
 SU0565'4.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0565'STATION AT TROUT CREEK, ABOUT 0.2 MILE SOUTHEAST OF MILE POST 50, IN
 SU0565'THE TOP OF A 2- X 3-FOOT BOULDER PROJECTING 1 FOOT ABOVE THE GROUND,
 SU0565'28 FEET EAST OF TELEGRAPH POLE NO. 54 G, 17 FEET SOUTHWEST OF THE
 SU0565'SOUTHWEST RAIL, AND ABOUT LEVEL WITH THE TRACKS.
 SU0565
 SU0565                          STATION RECOVERY (1966)
 SU0565
 SU0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SU0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0335 ***********************************************************************
 SU0335  DESIGNATION -  K 472
 SU0335  PID         -  SU0335
 SU0335  STATE/COUNTY-  MT/SANDERS
 SU0335  USGS QUAD   -  EDDY MOUNTAIN (1964)
 SU0335
 SU0335                         *CURRENT SURVEY CONTROL
 SU0335  ___________________________________________________________________
 SU0335* NAD 83(1986)-  47 34 45.     (N)    115 12 59.     (W)     SCALED    
 SU0335* NAVD 88     -       736.963  (meters)    2417.85   (feet)  ADJUSTED  
 SU0335  ___________________________________________________________________
 SU0335  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 SU0335  DYNAMIC HT  -         736.917 (meters)    2417.70  (feet)  COMP
 SU0335  MODELED GRAV-     980,527.9   (mgal)                       NAVD 88
 SU0335
 SU0335  VERT ORDER  -  FIRST     CLASS II
 SU0335
 SU0335.The horizontal coordinates were scaled from a topographic map and have
 SU0335.an estimated accuracy of +/- 6 seconds.
 SU0335
 SU0335.The orthometric height was determined by differential leveling
 SU0335.and adjusted by the National Geodetic Survey in June 1991..
 SU0335.WARNING-Repeat measurements at this control monument indicate possible
 SU0335.vertical movement.
 SU0335
 SU0335.The geoid height was determined by GEOID03.
 SU0335
 SU0335.The dynamic height is computed by dividing the NAVD 88
 SU0335.geopotential number by the normal gravity value computed on the
 SU0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0335.degrees latitude (g = 980.6199 gals.).
 SU0335
 SU0335.The modeled gravity was interpolated from observed gravity values.
 SU0335
 SU0335;                    North         East    Units  Estimated Accuracy
 SU0335;SPC MT       -   385,610.      170,580.      MT  (+/- 180 meters Scaled)
 SU0335
 SU0335                          SUPERSEDED SURVEY CONTROL
 SU0335
 SU0335  NGVD 29 (??/??/92)  735.939  (m)         2414.49   (f) ADJ UNCH    1 2
 SU0335
 SU0335.Superseded values are not recommended for survey control.
 SU0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0335.See file dsdata.txt to determine how the superseded data were derived.
 SU0335
 SU0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN341710(NAD 83)
 SU0335_MARKER: DB = BENCH MARK DISK
 SU0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0335_STAMPING: K 472 1944
 SU0335_PROJECTION: PROJECTING 14 CENTIMETERS
 SU0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0335+STABILITY: SURFACE MOTION
 SU0335
 SU0335  HISTORY     - Date     Condition        Report By
 SU0335  HISTORY     - 1944     MONUMENTED       CGS
 SU0335  HISTORY     - 1980     GOOD             NGS
 SU0335
 SU0335                          STATION DESCRIPTION
 SU0335
 SU0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0335'4.45 MI NW FROM EDDY.
 SU0335'ALONG THE NORTHERN PACIFIC RAILWAY, 4.45 MILES NORTHWEST OF THE
 SU0335'STATION AT EDDY, 95.0 FEET SOUTHWEST OF AND ACROSS TRACK FROM MILEPOST
 SU0335'NO. 25, NORTH NORTHWEST OF A SMALL BRUSH COVERED ISLAND IN THE CLARK
 SU0335'FORK RIVER, 403.0 FEET EAST NORTHEAST OF AND ACROSS TRACK FROM
 SU0335'SEMAPHORE SIGNAL NO. 251, 21.5 FEET SOUTH SOUTHEAST OF THE SOUTH
 SU0335'SOUTHEAST RAIL, 7.0 FEET NORTHWEST OF AN ABRUPT BANK OF RIVER, 1.9
 SU0335'FEET EAST NORTHEAST OF REFERENCE POST, LEVEL WITH THE TRACK, SET IN
 SU0335'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SU0335
 SU0335                          STATION RECOVERY (1980)
 SU0335
 SU0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0335'8.7 KILOMETERS (5.4 MILES) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 SU0335'RAILWAY FROM THE STATION IN THOMPSON FALLS, SET ON THE RAILWAY RIGHT-
 SU0335'OF-WAY NORTH OF A BRUSH COVERED ISLAND IN THE CLARK FORK RIVER, 122.8
 SU0335'METERS (403 FEET) EAST-NORTHEAST OF RAILWAY SEMIPHORE NUMBER 251,
 SU0335'28.9 METERS (95.0 FEET) SOUTHWEST AND ACROSS THE TRACKS FROM RAILWAY
 SU0335'MILEPOST 25, 6.5 METERS (21.5 FEET) SOUTH-SOUTHEAST OF THE SOUTH-
 SU0335'SOUTHEAST RAIL OF THE TRACKS.
 SU0335'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0212 ***********************************************************************
 SU0212  DESIGNATION -  K 473
 SU0212  PID         -  SU0212
 SU0212  STATE/COUNTY-  MT/SANDERS
 SU0212  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0212
 SU0212                         *CURRENT SURVEY CONTROL
 SU0212  ___________________________________________________________________
 SU0212* NAD 83(1986)-  47 18 53.     (N)    114 50 57.     (W)     SCALED    
 SU0212* NAVD 88     -       781.073  (meters)    2562.57   (feet)  ADJUSTED  
 SU0212  ___________________________________________________________________
 SU0212  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 SU0212  DYNAMIC HT  -         781.006 (meters)    2562.35  (feet)  COMP
 SU0212  MODELED GRAV-     980,502.4   (mgal)                       NAVD 88
 SU0212
 SU0212  VERT ORDER  -  FIRST     CLASS II
 SU0212
 SU0212.The horizontal coordinates were scaled from a topographic map and have
 SU0212.an estimated accuracy of +/- 6 seconds.
 SU0212
 SU0212.The orthometric height was determined by differential leveling
 SU0212.and adjusted by the National Geodetic Survey in June 1991..
 SU0212
 SU0212.The geoid height was determined by GEOID03.
 SU0212
 SU0212.The dynamic height is computed by dividing the NAVD 88
 SU0212.geopotential number by the normal gravity value computed on the
 SU0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0212.degrees latitude (g = 980.6199 gals.).
 SU0212
 SU0212.The modeled gravity was interpolated from observed gravity values.
 SU0212
 SU0212;                    North         East    Units  Estimated Accuracy
 SU0212;SPC MT       -   354,340.      196,110.      MT  (+/- 180 meters Scaled)
 SU0212
 SU0212                          SUPERSEDED SURVEY CONTROL
 SU0212
 SU0212  NGVD 29 (??/??/92)  779.918  (m)         2558.78   (f) ADJ UNCH    1 2
 SU0212
 SU0212.Superseded values are not recommended for survey control.
 SU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0212.See file dsdata.txt to determine how the superseded data were derived.
 SU0212
 SU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN625423(NAD 83)
 SU0212_MARKER: DB = BENCH MARK DISK
 SU0212_SETTING: 66 = SET IN ROCK OUTCROP
 SU0212_SP_SET: ROCK
 SU0212_STAMPING: K 473 1944
 SU0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0212+STABILITY: POSITION/ELEVATION WELL
 SU0212
 SU0212  HISTORY     - Date     Condition        Report By
 SU0212  HISTORY     - 1944     MONUMENTED       CGS
 SU0212
 SU0212                          STATION DESCRIPTION
 SU0212
 SU0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0212'2.9 MI SW FROM QUINNS.
 SU0212'ALONG THE NORTHERN PACIFIC RAILWAY FREIGHT TRACK, 2.9 MILES SOUTHWEST
 SU0212'OF THE STATION AT QUINNS, 15 3/4 39-FOOT RAILS NORTHWEST OF SEMAPHORE
 SU0212'TOWER NO. 211.5, 11.4 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT
 SU0212'MIDWAY BETWEEN THE TRACK AND A TELEGRAPH POLE WHICH IS SET IN ROCK
 SU0212'LEDGE AND WHICH IS THE 11TH POLE EAST OF MILEPOST NO. 211, 4.0 FEET
 SU0212'SOUTHEAST OF THE NORTHWEST BROKEN EDGE OF LAYER OF ROCK STRATA IN
 SU0212'WHICH IT IS SET, SET AT BASE OF A DEPRESSION IN SLOPING ROCK STRATA.
 SU0212'NOTE-- THIS DEPRESSION SEEMS TO BE CAUSED BY A SOFT, BROWNISH COLORED,
 SU0212'EGG SHAPED STONE HAVING BEEN DEPOSITED ALONG WITH THE FINE GRAINED
 SU0212'SEDIMENTARY ROCK AND HAVING WEATHERED FASTER THAN THE OTHER PART OF
 SU0212'THE FORMATION, ABOUT 2.0 FEET ABOVE THE LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0201 ***********************************************************************
 SU0201  DESIGNATION -  K 474
 SU0201  PID         -  SU0201
 SU0201  STATE/COUNTY-  MT/MINERAL
 SU0201  USGS QUAD   -  SUPERIOR (1985)
 SU0201
 SU0201                         *CURRENT SURVEY CONTROL
 SU0201  ___________________________________________________________________
 SU0201* NAD 83(1986)-  47 12 46.     (N)    114 57 08.     (W)     SCALED    
 SU0201* NAVD 88     -       830.713  (meters)    2725.43   (feet)  ADJUSTED  
 SU0201  ___________________________________________________________________
 SU0201  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 SU0201  DYNAMIC HT  -         830.639 (meters)    2725.19  (feet)  COMP
 SU0201  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 SU0201
 SU0201  VERT ORDER  -  FIRST     CLASS II
 SU0201
 SU0201.The horizontal coordinates were scaled from a topographic map and have
 SU0201.an estimated accuracy of +/- 6 seconds.
 SU0201
 SU0201.The orthometric height was determined by differential leveling
 SU0201.and adjusted by the National Geodetic Survey in June 1991..
 SU0201
 SU0201.The geoid height was determined by GEOID03.
 SU0201
 SU0201.The dynamic height is computed by dividing the NAVD 88
 SU0201.geopotential number by the normal gravity value computed on the
 SU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0201.degrees latitude (g = 980.6199 gals.).
 SU0201
 SU0201.The modeled gravity was interpolated from observed gravity values.
 SU0201
 SU0201;                    North         East    Units  Estimated Accuracy
 SU0201;SPC MT       -   343,580.      187,560.      MT  (+/- 180 meters Scaled)
 SU0201
 SU0201                          SUPERSEDED SURVEY CONTROL
 SU0201
 SU0201  NGVD 29 (??/??/92)  829.583  (m)         2721.72   (f) ADJ UNCH    1 2
 SU0201
 SU0201.Superseded values are not recommended for survey control.
 SU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0201.See file dsdata.txt to determine how the superseded data were derived.
 SU0201
 SU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN550308(NAD 83)
 SU0201_MARKER: DB = BENCH MARK DISK
 SU0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0201_STAMPING: K 474 1944
 SU0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0201+STABILITY: SURFACE MOTION
 SU0201
 SU0201  HISTORY     - Date     Condition        Report By
 SU0201  HISTORY     - 1944     MONUMENTED       CGS
 SU0201
 SU0201                          STATION DESCRIPTION
 SU0201
 SU0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0201'3.6 MI NW FROM SUPERIOR.
 SU0201'3.6 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SU0201'STATION AT SUPERIOR, 0.2 MILE NORTHWEST OF MILEPOST NO. 187, SET AT
 SU0201'SEMIPHORE TOWER NO. 1873, 64.4 FEET EAST OF THE SEMIPHORE, 48.4 FEET
 SU0201'NORTHEAST OF NORTHEAST RAIL OF TRACK, 0.5 FOOT NORTHEAST OF FENCE, 2
 SU0201'FEET NORTHWEST OF REFERENCE POST.  IRON BENCH MARK DISK SET IN TOP OF
 SU0201'A CONCRETE PRECAST POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0173 ***********************************************************************
 SU0173  DESIGNATION -  K 475
 SU0173  PID         -  SU0173
 SU0173  STATE/COUNTY-  MT/MINERAL
 SU0173  USGS QUAD   -  TARKIO (1983)
 SU0173
 SU0173                         *CURRENT SURVEY CONTROL
 SU0173  ___________________________________________________________________
 SU0173* NAD 83(1986)-  47 00 52.     (N)    114 40 05.     (W)     SCALED    
 SU0173* NAVD 88     -       904.490  (meters)    2967.48   (feet)  ADJUSTED  
 SU0173  ___________________________________________________________________
 SU0173  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 SU0173  DYNAMIC HT  -         904.379 (meters)    2967.12  (feet)  COMP
 SU0173  MODELED GRAV-     980,460.5   (mgal)                       NAVD 88
 SU0173
 SU0173  VERT ORDER  -  FIRST     CLASS II
 SU0173
 SU0173.The horizontal coordinates were scaled from a topographic map and have
 SU0173.an estimated accuracy of +/- 6 seconds.
 SU0173
 SU0173.The orthometric height was determined by differential leveling
 SU0173.and adjusted by the National Geodetic Survey in June 1991..
 SU0173
 SU0173.The geoid height was determined by GEOID03.
 SU0173
 SU0173.The dynamic height is computed by dividing the NAVD 88
 SU0173.geopotential number by the normal gravity value computed on the
 SU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0173.degrees latitude (g = 980.6199 gals.).
 SU0173
 SU0173.The modeled gravity was interpolated from observed gravity values.
 SU0173
 SU0173;                    North         East    Units  Estimated Accuracy
 SU0173;SPC MT       -   320,130.      207,570.      MT  (+/- 180 meters Scaled)
 SU0173
 SU0173                          SUPERSEDED SURVEY CONTROL
 SU0173
 SU0173  NGVD 29 (??/??/92)  903.371  (m)         2963.81   (f) ADJ UNCH    1 2
 SU0173
 SU0173.Superseded values are not recommended for survey control.
 SU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0173.See file dsdata.txt to determine how the superseded data were derived.
 SU0173
 SU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN772094(NAD 83)
 SU0173_MARKER: DB = BENCH MARK DISK
 SU0173_SETTING: 66 = SET IN ROCK OUTCROP
 SU0173_SP_SET: OUTCROP
 SU0173_STAMPING: K 475 1944
 SU0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0173+STABILITY: POSITION/ELEVATION WELL
 SU0173
 SU0173  HISTORY     - Date     Condition        Report By
 SU0173  HISTORY     - 1944     MONUMENTED       CGS
 SU0173  HISTORY     - 1959     MARK NOT FOUND   USGS
 SU0173  HISTORY     - 1980     MARK NOT FOUND   USGS
 SU0173
 SU0173                          STATION DESCRIPTION
 SU0173
 SU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0173'4.5 MI E FROM RIVULET.
 SU0173'4.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SU0173'RIVULET, SET IN THE ROCK OUTCROP IN A SMALL DEPRESSION BETWEEN THE
 SU0173'TRACK AND THE HIGHWAY, 521 FEET EAST OF SEMIPHORE TOWER NO. 1635, 32.5
 SU0173'FEET SOUTH OF SOUTH RAIL OF TRACK, 6 FEET BELOW TRACK LEVEL. IRON
 SU0173'BENCH MARK DISK.
 SU0173
 SU0173                          STATION RECOVERY (1959)
 SU0173
 SU0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SU0173'MARK NOT FOUND.
 SU0173
 SU0173                          STATION RECOVERY (1980)
 SU0173
 SU0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SU0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0148 ***********************************************************************
 SU0148  DESIGNATION -  K 476
 SU0148  PID         -  SU0148
 SU0148  STATE/COUNTY-  MT/MISSOULA
 SU0148  USGS QUAD   -  FRENCHTOWN (1984)
 SU0148
 SU0148                         *CURRENT SURVEY CONTROL
 SU0148  ___________________________________________________________________
 SU0148* NAD 83(1986)-  47 00 54.     (N)    114 13 46.     (W)     SCALED    
 SU0148* NAVD 88     -       927.677  (meters)    3043.55   (feet)  ADJUSTED  
 SU0148  ___________________________________________________________________
 SU0148  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 SU0148  DYNAMIC HT  -         927.557 (meters)    3043.16  (feet)  COMP
 SU0148  MODELED GRAV-     980,453.7   (mgal)                       NAVD 88
 SU0148
 SU0148  VERT ORDER  -  FIRST     CLASS II
 SU0148
 SU0148.The horizontal coordinates were scaled from a topographic map and have
 SU0148.an estimated accuracy of +/- 6 seconds.
 SU0148
 SU0148.The orthometric height was determined by differential leveling
 SU0148.and adjusted by the National Geodetic Survey in June 1991..
 SU0148
 SU0148.The geoid height was determined by GEOID03.
 SU0148
 SU0148.The dynamic height is computed by dividing the NAVD 88
 SU0148.geopotential number by the normal gravity value computed on the
 SU0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0148.degrees latitude (g = 980.6199 gals.).
 SU0148
 SU0148.The modeled gravity was interpolated from observed gravity values.
 SU0148
 SU0148;                    North         East    Units  Estimated Accuracy
 SU0148;SPC MT       -   318,090.      240,840.      MT  (+/- 180 meters Scaled)
 SU0148
 SU0148                          SUPERSEDED SURVEY CONTROL
 SU0148
 SU0148  NGVD 29 (??/??/92)  926.602  (m)         3040.03   (f) ADJ UNCH    1 2
 SU0148
 SU0148.Superseded values are not recommended for survey control.
 SU0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0148.See file dsdata.txt to determine how the superseded data were derived.
 SU0148
 SU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN105105(NAD 83)
 SU0148_MARKER: DB = BENCH MARK DISK
 SU0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0148_SP_SET: FOUNDATION
 SU0148_STAMPING: K 476 1944
 SU0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0148
 SU0148  HISTORY     - Date     Condition        Report By
 SU0148  HISTORY     - 1944     MONUMENTED       CGS
 SU0148  HISTORY     - 1958     MARK NOT FOUND   USGS
 SU0148  HISTORY     - 1980     MARK NOT FOUND   NGS
 SU0148
 SU0148                          STATION DESCRIPTION
 SU0148
 SU0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SU0148'IN FRENCHTOWN.
 SU0148'AT FRENCHTOWN, ALONG THE NORTHERN PACIFIC RAILROAD, ABOUT 250 FEET
 SU0148'EAST OF THE STATION, 3 1/2 RAILS WEST OF A PUBLIC ROAD CROSSING, SET
 SU0148'IN THE CONCRETE FOUNDATION OF THE WATER TOWER, 13.4 FEET NORTH OF THE
 SU0148'NORTH RAIL OF TRACK, 3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 SU0148'WOODEN HOUSING AROUND THE PIPES, LEVEL WITH THE GROUND.  IRON BENCH
 SU0148'MARK DISK.
 SU0148
 SU0148                          STATION RECOVERY (1958)
 SU0148
 SU0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 SU0148'MARK NOT FOUND.
 SU0148
 SU0148                          STATION RECOVERY (1980)
 SU0148
 SU0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SU0148'BENCH MARK SEARCHED FOR BUT NOT RECOVERED ON THIS DATE. NOTE-LOCAL
 SU0148'RESIDENTS INDICATE THAT THE CONCRETE FOUNDATION HAS BEEN GRADED OUT.
 SU0148'THERE IS A GRAVEL ACCESS ROAD TO THE RAILWAY AT THE DESCRIBED LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QZ0011 ***********************************************************************
 QZ0011  DESIGNATION -  K 477
 QZ0011  PID         -  QZ0011
 QZ0011  STATE/COUNTY-  MT/RAVALLI
 QZ0011  USGS QUAD   -  PIQUETT CREEK (1991)
 QZ0011
 QZ0011                         *CURRENT SURVEY CONTROL
 QZ0011  ___________________________________________________________________
 QZ0011* NAD 83(1986)-  45 51 39.     (N)    114 13 05.     (W)     SCALED    
 QZ0011* NAVD 88     -      1292.761  (meters)    4241.33   (feet)  ADJUSTED  
 QZ0011  ___________________________________________________________________
 QZ0011  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 QZ0011  DYNAMIC HT  -        1292.334 (meters)    4239.93  (feet)  COMP
 QZ0011  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 QZ0011
 QZ0011  VERT ORDER  -  FIRST     CLASS II
 QZ0011
 QZ0011.The horizontal coordinates were scaled from a topographic map and have
 QZ0011.an estimated accuracy of +/- 6 seconds.
 QZ0011
 QZ0011.The orthometric height was determined by differential leveling
 QZ0011.and adjusted by the National Geodetic Survey in June 1991..
 QZ0011
 QZ0011.The geoid height was determined by GEOID03.
 QZ0011
 QZ0011.The dynamic height is computed by dividing the NAVD 88
 QZ0011.geopotential number by the normal gravity value computed on the
 QZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0011.degrees latitude (g = 980.6199 gals.).
 QZ0011
 QZ0011.The modeled gravity was interpolated from observed gravity values.
 QZ0011
 QZ0011;                    North         East    Units  Estimated Accuracy
 QZ0011;SPC MT       -   190,040.      233,980.      MT  (+/- 180 meters Scaled)
 QZ0011
 QZ0011                          SUPERSEDED SURVEY CONTROL
 QZ0011
 QZ0011  NGVD 29 (??/??/92) 1291.594  (m)         4237.50   (f) ADJ UNCH    1 2
 QZ0011
 QZ0011.Superseded values are not recommended for survey control.
 QZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0011.See file dsdata.txt to determine how the superseded data were derived.
 QZ0011
 QZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL159823(NAD 83)
 QZ0011_MARKER: DB = BENCH MARK DISK
 QZ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0011_STAMPING: K 477 1945
 QZ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0011+STABILITY: SURFACE MOTION
 QZ0011
 QZ0011  HISTORY     - Date     Condition        Report By
 QZ0011  HISTORY     - 1945     MONUMENTED       CGS
 QZ0011  HISTORY     - 1964     GOOD             USGS
 QZ0011
 QZ0011                          STATION DESCRIPTION
 QZ0011
 QZ0011'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QZ0011'7.4 MI SW FROM CONNER.
 QZ0011'7.4 MILES SOUTHWEST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST
 QZ0011'OFFICE AT CONNER, RAVALLI COUNTY, .05 MILE WEST TO THE OLD HIGHWAY,
 QZ0011'20.5 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 7.5 FEET SOUTH OF
 QZ0011'A FIELD ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 QZ0011'FOOT ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0067 ***********************************************************************
 TN0067  DESIGNATION -  K 478
 TN0067  PID         -  TN0067
 TN0067  STATE/COUNTY-  MT/FLATHEAD
 TN0067  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0067
 TN0067                         *CURRENT SURVEY CONTROL
 TN0067  ___________________________________________________________________
 TN0067* NAD 83(1986)-  48 27 39.     (N)    114 08 44.     (W)     SCALED    
 TN0067* NAVD 88     -      1038.565  (meters)    3407.36   (feet)  ADJUSTED  
 TN0067  ___________________________________________________________________
 TN0067  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 TN0067  DYNAMIC HT  -        1038.558 (meters)    3407.34  (feet)  COMP
 TN0067  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 TN0067
 TN0067  VERT ORDER  -  FIRST     CLASS II
 TN0067
 TN0067.The horizontal coordinates were scaled from a topographic map and have
 TN0067.an estimated accuracy of +/- 6 seconds.
 TN0067
 TN0067.The orthometric height was determined by differential leveling
 TN0067.and adjusted by the National Geodetic Survey in June 1991..
 TN0067
 TN0067.The geoid height was determined by GEOID03.
 TN0067
 TN0067.The dynamic height is computed by dividing the NAVD 88
 TN0067.geopotential number by the normal gravity value computed on the
 TN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0067.degrees latitude (g = 980.6199 gals.).
 TN0067
 TN0067.The modeled gravity was interpolated from observed gravity values.
 TN0067
 TN0067;                    North         East    Units  Estimated Accuracy
 TN0067;SPC MT       -   478,100.      256,720.      MT  (+/- 180 meters Scaled)
 TN0067
 TN0067                          SUPERSEDED SURVEY CONTROL
 TN0067
 TN0067  NGVD 29 (??/??/92) 1037.398  (m)         3403.53   (f) ADJ UNCH    1 2
 TN0067
 TN0067.Superseded values are not recommended for survey control.
 TN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0067.See file dsdata.txt to determine how the superseded data were derived.
 TN0067
 TN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP110714(NAD 83)
 TN0067_MARKER: DB = BENCH MARK DISK
 TN0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0067_STAMPING: K 478 1946
 TN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0067+STABILITY: SURFACE MOTION
 TN0067
 TN0067  HISTORY     - Date     Condition        Report By
 TN0067  HISTORY     - 1946     MONUMENTED       CGS
 TN0067  HISTORY     - 1971     MARK NOT FOUND   NGS
 TN0067
 TN0067                          STATION DESCRIPTION
 TN0067
 TN0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0067'7.6 MI N FROM COLUMBIA FALLS.
 TN0067'7.6 MILES NORTH ALONG THE NORTH FORK ROAD FROM THE GREAT NORTHERN
 TN0067'STATION AT COLUMBIA FALLS, ON THE OUTSIDE OF A LONG CURVE WHERE
 TN0067'TELEPHONE WIRES CROSSES ROAD, 42.0 FEET SOUTHEAST OF CENTERLINE OF THE
 TN0067'ROAD, 36.0 FEET EAST OF CENTERLINE OF A SIDE ROAD LEADING SOUTH, 21.6
 TN0067'FEET NORTHEAST OF A TELEPHONE POLE, 2.7 FEET SOUTH OF A WITNESS POST,
 TN0067'ABOUT 1.0 FOOT LOWER THAN THE ROAD, AND PROJECTING 0.4 FOOT ABOVE THE
 TN0067'GROUND.
 TN0067
 TN0067                          STATION RECOVERY (1971)
 TN0067
 TN0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 TN0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0033 ***********************************************************************
 TN0033  DESIGNATION -  K 479
 TN0033  PID         -  TN0033
 TN0033  STATE/COUNTY-  MT/FLATHEAD
 TN0033  USGS QUAD   -  POLEBRIDGE (1994)
 TN0033
 TN0033                         *CURRENT SURVEY CONTROL
 TN0033  ___________________________________________________________________
 TN0033* NAD 83(1986)-  48 47 01.     (N)    114 19 27.     (W)     SCALED    
 TN0033* NAVD 88     -      1173.488  (meters)    3850.02   (feet)  ADJUSTED  
 TN0033  ___________________________________________________________________
 TN0033  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 TN0033  DYNAMIC HT  -        1173.474 (meters)    3849.97  (feet)  COMP
 TN0033  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 TN0033
 TN0033  VERT ORDER  -  FIRST     CLASS II
 TN0033
 TN0033.The horizontal coordinates were scaled from a topographic map and have
 TN0033.an estimated accuracy of +/- 6 seconds.
 TN0033
 TN0033.The orthometric height was determined by differential leveling
 TN0033.and adjusted by the National Geodetic Survey in June 1991..
 TN0033
 TN0033.The geoid height was determined by GEOID03.
 TN0033
 TN0033.The dynamic height is computed by dividing the NAVD 88
 TN0033.geopotential number by the normal gravity value computed on the
 TN0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0033.degrees latitude (g = 980.6199 gals.).
 TN0033
 TN0033.The modeled gravity was interpolated from observed gravity values.
 TN0033
 TN0033;                    North         East    Units  Estimated Accuracy
 TN0033;SPC MT       -   514,720.      245,750.      MT  (+/- 180 meters Scaled)
 TN0033
 TN0033                          SUPERSEDED SURVEY CONTROL
 TN0033
 TN0033  NGVD 29 (??/??/92) 1172.281  (m)         3846.06   (f) ADJ UNCH    1 2
 TN0033
 TN0033.Superseded values are not recommended for survey control.
 TN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0033.See file dsdata.txt to determine how the superseded data were derived.
 TN0033
 TN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ965068(NAD 83)
 TN0033_MARKER: DB = BENCH MARK DISK
 TN0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0033_STAMPING: K 479 1946
 TN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0033+STABILITY: SURFACE MOTION
 TN0033
 TN0033  HISTORY     - Date     Condition        Report By
 TN0033  HISTORY     - 1946     MONUMENTED       CGS
 TN0033  HISTORY     - 1966     MARK NOT FOUND   USGS
 TN0033
 TN0033                          STATION DESCRIPTION
 TN0033
 TN0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0033'2.8 MI NW FROM POLEBRIDGE.
 TN0033'0.3 MILE WEST ALONG A COUNTY ROAD, THENCE.  2.5 MILES NORTHWEST ALONG
 TN0033'THE NORTH FORK ROAD FROM THE POST OFFICE AT POLEBRIDGE, 2.2 MILES
 TN0033'SOUTHEAST OF THE BRIDGE OVER RED MEADOW CREEK, ABOUT THE CENTER OF AN
 TN0033'S CURVE, IN AN ANGLE FORMED BY TWO WOODS ROADS, 43.0 FEET SOUTHEAST OF
 TN0033'CENTERLINE OF THE MAIN ROAD, 42.0 FEET SOUTH OF A PINE TREE WITH A
 TN0033'TRIANGULAR BLAZE, 12.6 FEET NORTHWEST OF A PINE TREE WITH A TRIANGULAR
 TN0033'BLAZE, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND PROJECTING 0.4 FOOT
 TN0033'ABOVE THE GROUND.
 TN0033
 TN0033                          STATION RECOVERY (1966)
 TN0033
 TN0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TN0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0577 ***********************************************************************
 SR0577  DESIGNATION -  K 48
 SR0577  PID         -  SR0577
 SR0577  STATE/COUNTY-  MT/FERGUS
 SR0577  USGS QUAD   -  ROSS FORK (1970)
 SR0577
 SR0577                         *CURRENT SURVEY CONTROL
 SR0577  ___________________________________________________________________
 SR0577* NAD 83(1986)-  47 04 25.     (N)    109 42 48.     (W)     SCALED    
 SR0577* NAVD 88     -      1151.999  (meters)    3779.52   (feet)  ADJUSTED  
 SR0577  ___________________________________________________________________
 SR0577  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 SR0577  DYNAMIC HT  -        1151.860 (meters)    3779.06  (feet)  COMP
 SR0577  MODELED GRAV-     980,453.1   (mgal)                       NAVD 88
 SR0577
 SR0577  VERT ORDER  -  FIRST     CLASS II
 SR0577
 SR0577.The horizontal coordinates were scaled from a topographic map and have
 SR0577.an estimated accuracy of +/- 6 seconds.
 SR0577
 SR0577.The orthometric height was determined by differential leveling
 SR0577.and adjusted by the National Geodetic Survey in June 1991..
 SR0577
 SR0577.The geoid height was determined by GEOID03.
 SR0577
 SR0577.The dynamic height is computed by dividing the NAVD 88
 SR0577.geopotential number by the normal gravity value computed on the
 SR0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0577.degrees latitude (g = 980.6199 gals.).
 SR0577
 SR0577.The modeled gravity was interpolated from observed gravity values.
 SR0577
 SR0577;                    North         East    Units  Estimated Accuracy
 SR0577;SPC MT       -   313,780.      583,810.      MT  (+/- 180 meters Scaled)
 SR0577
 SR0577                          SUPERSEDED SURVEY CONTROL
 SR0577
 SR0577  NGVD 29 (??/??/92) 1151.112  (m)         3776.61   (f) ADJ UNCH    1 2
 SR0577
 SR0577.Superseded values are not recommended for survey control.
 SR0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0577.See file dsdata.txt to determine how the superseded data were derived.
 SR0577
 SR0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT976141(NAD 83)
 SR0577_MARKER: DB = BENCH MARK DISK
 SR0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0577_SP_SET: ABUTMENT
 SR0577_STAMPING: K 48 1933 3776.633
 SR0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0577
 SR0577  HISTORY     - Date     Condition        Report By
 SR0577  HISTORY     - 1933     MONUMENTED       CGS
 SR0577  HISTORY     - 1961     GOOD             NGS
 SR0577
 SR0577                          STATION DESCRIPTION
 SR0577
 SR0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0577'1.0 MI W FROM ROSSFORK.
 SR0577'ABOUT 1.0 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0577'AT ROSSFORK, IN SECTION 8, T 15 N, R 16 E, AT MILEPOST 13, 5 FEET
 SR0577'NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE NORTH END OF THE EAST
 SR0577'CONCRETE ABUTMENT OF THE STEEL BRIDGE OVER THE JUDITH RIVER, AND ABOUT
 SR0577'1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0006 ***********************************************************************
 TN0006  DESIGNATION -  K 480
 TN0006  PID         -  TN0006
 TN0006  STATE/COUNTY-  MT/FLATHEAD
 TN0006  USGS QUAD   -  MC GEE MEADOW (1994)
 TN0006
 TN0006                         *CURRENT SURVEY CONTROL
 TN0006  ___________________________________________________________________
 TN0006* NAD 83(1986)-  48 32 24.     (N)    114 07 15.     (W)     SCALED    
 TN0006* NAVD 88     -      1044.335  (meters)    3426.29   (feet)  ADJUSTED  
 TN0006  ___________________________________________________________________
 TN0006  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 TN0006  DYNAMIC HT  -        1044.331 (meters)    3426.28  (feet)  COMP
 TN0006  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 TN0006
 TN0006  VERT ORDER  -  FIRST     CLASS II
 TN0006
 TN0006.The horizontal coordinates were scaled from a topographic map and have
 TN0006.an estimated accuracy of +/- 6 seconds.
 TN0006
 TN0006.The orthometric height was determined by differential leveling
 TN0006.and adjusted by the National Geodetic Survey in June 1991..
 TN0006
 TN0006.The geoid height was determined by GEOID03.
 TN0006
 TN0006.The dynamic height is computed by dividing the NAVD 88
 TN0006.geopotential number by the normal gravity value computed on the
 TN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0006.degrees latitude (g = 980.6199 gals.).
 TN0006
 TN0006.The modeled gravity was interpolated from observed gravity values.
 TN0006
 TN0006;                    North         East    Units  Estimated Accuracy
 TN0006;SPC MT       -   486,780.      259,070.      MT  (+/- 180 meters Scaled)
 TN0006
 TN0006                          SUPERSEDED SURVEY CONTROL
 TN0006
 TN0006  NGVD 29 (??/??/92) 1043.161  (m)         3422.44   (f) ADJ UNCH    1 2
 TN0006
 TN0006.Superseded values are not recommended for survey control.
 TN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0006.See file dsdata.txt to determine how the superseded data were derived.
 TN0006
 TN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP125803(NAD 83)
 TN0006_MARKER: DB = BENCH MARK DISK
 TN0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0006_STAMPING: K 480 1946
 TN0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0006+STABILITY: SURFACE MOTION
 TN0006
 TN0006  HISTORY     - Date     Condition        Report By
 TN0006  HISTORY     - 1946     MONUMENTED       CGS
 TN0006  HISTORY     - 1966     MARK NOT FOUND   USGS
 TN0006
 TN0006                          STATION DESCRIPTION
 TN0006
 TN0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0006'14.7 MI N FROM COLUMBIA FALLS.
 TN0006'14.7 MILES NORTH ALONG THE NORTH FORK ROAD FROM THE GREAT NORTHERN
 TN0006'RAILWAY STATION AT COLUMBIA FALLS, 5.5 MILES SOUTH OF THE BIG CREEK
 TN0006'RANGER STATION, 2.8 MILES NORTH OF THE BRIDGE OVER CANYON CREEK, ON
 TN0006'THE WEST SIDE OF A DRAW, ABOUT 70.0 FEET NORTH OF THE NORTH END OF A
 TN0006'CUT, 39.0 FEET WEST OF CENTERLINE OF THE ROAD, 1.9 FEET WEST OF A
 TN0006'WITNESS POST, ABOUT 4.0 FEET HIGHER THAN THE ROAD, AND PROJECTING 0.6
 TN0006'FOOT ABOVE THE GROUND.
 TN0006
 TN0006                          STATION RECOVERY (1966)
 TN0006
 TN0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TN0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0218 ***********************************************************************
 TN0218  DESIGNATION -  K 481
 TN0218  PID         -  TN0218
 TN0218  STATE/COUNTY-  MT/FLATHEAD
 TN0218  USGS QUAD   -  BULL LAKE (1983)
 TN0218
 TN0218                         *CURRENT SURVEY CONTROL
 TN0218  ___________________________________________________________________
 TN0218* NAD 83(1986)-  48 37 56.     (N)    114 42 26.     (W)     SCALED    
 TN0218* NAVD 88     -       988.634  (meters)    3243.54   (feet)  ADJUSTED  
 TN0218  ___________________________________________________________________
 TN0218  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 TN0218  DYNAMIC HT  -         988.633 (meters)    3243.54  (feet)  COMP
 TN0218  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 TN0218
 TN0218  VERT ORDER  -  FIRST     CLASS II
 TN0218
 TN0218.The horizontal coordinates were scaled from a topographic map and have
 TN0218.an estimated accuracy of +/- 6 seconds.
 TN0218
 TN0218.The orthometric height was determined by differential leveling
 TN0218.and adjusted by the National Geodetic Survey in June 1991..
 TN0218
 TN0218.The geoid height was determined by GEOID03.
 TN0218
 TN0218.The dynamic height is computed by dividing the NAVD 88
 TN0218.geopotential number by the normal gravity value computed on the
 TN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0218.degrees latitude (g = 980.6199 gals.).
 TN0218
 TN0218.The modeled gravity was interpolated from observed gravity values.
 TN0218
 TN0218;                    North         East    Units  Estimated Accuracy
 TN0218;SPC MT       -   499,720.      216,540.      MT  (+/- 180 meters Scaled)
 TN0218
 TN0218                          SUPERSEDED SURVEY CONTROL
 TN0218
 TN0218  NGVD 29 (??/??/92)  987.377  (m)         3239.42   (f) ADJ UNCH    1 2
 TN0218
 TN0218.Superseded values are not recommended for survey control.
 TN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0218.See file dsdata.txt to determine how the superseded data were derived.
 TN0218
 TN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP689891(NAD 83)
 TN0218_MARKER: DB = BENCH MARK DISK
 TN0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0218_SP_SET: BRIDGE ABUTMENT
 TN0218_STAMPING: K 481 1946
 TN0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0218
 TN0218  HISTORY     - Date     Condition        Report By
 TN0218  HISTORY     - 1946     MONUMENTED       CGS
 TN0218
 TN0218                          STATION DESCRIPTION
 TN0218
 TN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TN0218'4.5 MI SE FROM STRYKER.
 TN0218'IN FLATHEAD COUNTY, 4.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 TN0218'RAILWAY FROM THE STATION AT STRYKER, LINCOLN COUNTY, AT MILE POST
 TN0218'1245, AT THE NORTHEAST CORNER OF A BRIDGE OVER SUNDAY CREEK, IN THE
 TN0218'TOP OF THE NORTHWEST CONCRETE ABUTMENT, 4.4 FEET NORTHEAST OF THE
 TN0218'NORTHEAST RAIL, AND ABOUT 2 FEET BELOW THE TOP OF THE RAIL.  A
 TN0218'STANDARD DISK, STAMPED K 481 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0205 ***********************************************************************
 QV0205  DESIGNATION -  K 482
 QV0205  PID         -  QV0205
 QV0205  STATE/COUNTY-  MT/BIG HORN
 QV0205  USGS QUAD   -  WYOLA (1967)
 QV0205
 QV0205                         *CURRENT SURVEY CONTROL
 QV0205  ___________________________________________________________________
 QV0205* NAD 83(1986)-  45 10 04.     (N)    107 23 34.     (W)     SCALED    
 QV0205* NAVD 88     -      1105.282  (meters)    3626.25   (feet)  ADJUSTED  
 QV0205  ___________________________________________________________________
 QV0205  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 QV0205  DYNAMIC HT  -        1104.928 (meters)    3625.08  (feet)  COMP
 QV0205  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 QV0205
 QV0205  VERT ORDER  -  FIRST     CLASS II
 QV0205
 QV0205.The horizontal coordinates were scaled from a topographic map and have
 QV0205.an estimated accuracy of +/- 6 seconds.
 QV0205
 QV0205.The orthometric height was determined by differential leveling
 QV0205.and adjusted by the National Geodetic Survey in June 1991..
 QV0205
 QV0205.The geoid height was determined by GEOID03.
 QV0205
 QV0205.The dynamic height is computed by dividing the NAVD 88
 QV0205.geopotential number by the normal gravity value computed on the
 QV0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0205.degrees latitude (g = 980.6199 gals.).
 QV0205
 QV0205.The modeled gravity was interpolated from observed gravity values.
 QV0205
 QV0205;                    North         East    Units  Estimated Accuracy
 QV0205;SPC MT       -   104,240.      765,630.      MT  (+/- 180 meters Scaled)
 QV0205
 QV0205                          SUPERSEDED SURVEY CONTROL
 QV0205
 QV0205  NGVD 29 (??/??/92) 1104.512  (m)         3623.72   (f) ADJ UNCH    1 2
 QV0205
 QV0205.Superseded values are not recommended for survey control.
 QV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0205.See file dsdata.txt to determine how the superseded data were derived.
 QV0205
 QV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL119043(NAD 83)
 QV0205_MARKER: DB = BENCH MARK DISK
 QV0205_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QV0205_SP_SET: 23 1/2 FEET
 QV0205_STAMPING: K 482 1957
 QV0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0205
 QV0205  HISTORY     - Date     Condition        Report By
 QV0205  HISTORY     - 1957     MONUMENTED       CGS
 QV0205
 QV0205                          STATION DESCRIPTION
 QV0205
 QV0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0205'2.65 MI N FROM WYOLA.
 QV0205'ABOUT 2.65 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0205'RAILROAD FROM THE STATION AT WYOLA, 4 1/2 POLES NORTH OF A ROAD
 QV0205'CROSSING, 78 FEET SOUTHEAST OF THE EAST END OF PIPE CULVERT 739.69, 72
 QV0205'FEET EAST OF THE EAST RAIL, 11 FEET NORTH OF A HIGHWAY RIGHT OF WAY
 QV0205'MARKER POST MARKED 1510, 61 FEET WEST OF THE CENTER LINE OF U.S.
 QV0205'HIGHWAY 87, 1 FOOT WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE
 QV0205'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON A COPPER
 QV0205'COATED ROD THAT IS DRIVEN TO A DEPTH OF 23 1/2 FEET AND IS ENCASED IN
 QV0205'A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0260 ***********************************************************************
 QW0260  DESIGNATION -  K 483
 QW0260  PID         -  QW0260
 QW0260  STATE/COUNTY-  MT/STILLWATER
 QW0260  USGS QUAD   -  RAPIDS (1956)
 QW0260
 QW0260                         *CURRENT SURVEY CONTROL
 QW0260  ___________________________________________________________________
 QW0260* NAD 83(1986)-  45 35 31.     (N)    109 04 22.     (W)     SCALED    
 QW0260* NAVD 88     -      1059.295  (meters)    3475.37   (feet)  ADJUSTED  
 QW0260  ___________________________________________________________________
 QW0260  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 QW0260  DYNAMIC HT  -        1059.030 (meters)    3474.50  (feet)  COMP
 QW0260  MODELED GRAV-     980,329.4   (mgal)                       NAVD 88
 QW0260
 QW0260  VERT ORDER  -  FIRST     CLASS II
 QW0260
 QW0260.The horizontal coordinates were scaled from a topographic map and have
 QW0260.an estimated accuracy of +/- 6 seconds.
 QW0260
 QW0260.The orthometric height was determined by differential leveling
 QW0260.and adjusted by the National Geodetic Survey in June 1991..
 QW0260
 QW0260.The geoid height was determined by GEOID03.
 QW0260
 QW0260.The dynamic height is computed by dividing the NAVD 88
 QW0260.geopotential number by the normal gravity value computed on the
 QW0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0260.degrees latitude (g = 980.6199 gals.).
 QW0260
 QW0260.The modeled gravity was interpolated from observed gravity values.
 QW0260
 QW0260;                    North         East    Units  Estimated Accuracy
 QW0260;SPC MT       -   149,230.      633,330.      MT  (+/- 180 meters Scaled)
 QW0260
 QW0260                          SUPERSEDED SURVEY CONTROL
 QW0260
 QW0260  NGVD 29 (??/??/92) 1058.451  (m)         3472.60   (f) ADJ UNCH    1 2
 QW0260
 QW0260.Superseded values are not recommended for survey control.
 QW0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0260.See file dsdata.txt to determine how the superseded data were derived.
 QW0260
 QW0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR503505(NAD 83)
 QW0260_MARKER: P = PIPE CAP
 QW0260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QW0260_SP_SET: 13 FT.
 QW0260_STAMPING: K 483 1957
 QW0260_MARK LOGO: CGS   
 QW0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0260
 QW0260  HISTORY     - Date     Condition        Report By
 QW0260  HISTORY     - 1957     MONUMENTED       CGS
 QW0260  HISTORY     - 1982     GOOD             NGS
 QW0260
 QW0260                          STATION DESCRIPTION
 QW0260
 QW0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0260'8.1 MI SW FROM PARK CITY.
 QW0260'ABOUT 8.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0260'STATION AT PARK CITY, IN SECTION 12, T 3 S, R 21 E, 13 POLES EAST OF
 QW0260'MILEPOST 31, 77 FEET NORTH OF THE NORTH RAIL, 75 FEET SOUTH OF THE
 QW0260'CENTER LINE OF U. S. HIGHWAY 10, 3 FEET NORTH OF A FENCE, 3 FEET EAST
 QW0260'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 QW0260'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 QW0260'TO A DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 QW0260'INCHES.
 QW0260
 QW0260                          STATION RECOVERY (1982)
 QW0260
 QW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0260'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 451091, LINE 101
 QW0260'IS ADEQUATE EXCEPT THAT THE RAILROAD IS NOW THE BURLINGTON NORTHERN
 QW0260'RAILROAD.  NOTE=THE MARK HAS BEEN HIT BY FARM EQUIPMENT BUT IS SOLID
 QW0260'IN PLACE.
 QW0260'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0162 ***********************************************************************
 QW0162  DESIGNATION -  K 484
 QW0162  PID         -  QW0162
 QW0162  STATE/COUNTY-  MT/YELLOWSTONE
 QW0162  USGS QUAD   -  BILLINGS WEST (1975)
 QW0162
 QW0162                         *CURRENT SURVEY CONTROL
 QW0162  ___________________________________________________________________
 QW0162* NAD 83(1986)-  45 48 12.     (N)    108 32 17.     (W)     SCALED    
 QW0162* NAVD 88     -      1090.994  (meters)    3579.37   (feet)  ADJUSTED  
 QW0162  ___________________________________________________________________
 QW0162  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 QW0162  DYNAMIC HT  -        1090.753 (meters)    3578.58  (feet)  COMP
 QW0162  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 QW0162
 QW0162  VERT ORDER  -  FIRST     CLASS II
 QW0162
 QW0162.This mark is at Billings Logan Intl Airport (BIL)
 QW0162
 QW0162.The horizontal coordinates were scaled from a topographic map and have
 QW0162.an estimated accuracy of +/- 6 seconds.
 QW0162
 QW0162.The orthometric height was determined by differential leveling
 QW0162.and adjusted by the National Geodetic Survey in June 1991..
 QW0162
 QW0162.The geoid height was determined by GEOID03.
 QW0162
 QW0162.The dynamic height is computed by dividing the NAVD 88
 QW0162.geopotential number by the normal gravity value computed on the
 QW0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0162.degrees latitude (g = 980.6199 gals.).
 QW0162
 QW0162.The modeled gravity was interpolated from observed gravity values.
 QW0162
 QW0162;                    North         East    Units  Estimated Accuracy
 QW0162;SPC MT       -   173,090.      674,750.      MT  (+/- 180 meters Scaled)
 QW0162
 QW0162                          SUPERSEDED SURVEY CONTROL
 QW0162
 QW0162  NGVD 29 (??/??/92) 1090.220  (m)         3576.83   (f) ADJ UNCH    1 2
 QW0162
 QW0162.Superseded values are not recommended for survey control.
 QW0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0162.See file dsdata.txt to determine how the superseded data were derived.
 QW0162
 QW0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR913751(NAD 83)
 QW0162_MARKER: DB = BENCH MARK DISK
 QW0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0162_SP_SET: BUILDING
 QW0162_STAMPING: K 484 1957
 QW0162_MARK LOGO: CGS   
 QW0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0162
 QW0162  HISTORY     - Date     Condition        Report By
 QW0162  HISTORY     - 1957     MONUMENTED       CGS
 QW0162  HISTORY     - 1966     GOOD             NGS
 QW0162  HISTORY     - 1976     GOOD             NGS
 QW0162  HISTORY     - 1981     GOOD             NGS
 QW0162
 QW0162                          STATION DESCRIPTION
 QW0162
 QW0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0162'2.1 MI NW FROM BILLINGS.
 QW0162'ABOUT 2.1 MILES NORTHWEST ALONG 27TH STREET FROM THE COURTHOUSE AT
 QW0162'BILLINGS, IN SECTION 30, T 1 N, R 26 E, AT THE BILLINGS MUNICIPAL
 QW0162'AIRPORT, AT HANGAR NUMBER 2, SET VERTICALLY IN THE EAST FACE OF THE
 QW0162'BUILDING AND UNDER THE CONTROL TOWER, 9 1/2 FEET NORTH OF THE NORTH
 QW0162'EDGE OF THE LARGE DOOR, 8 INCHES SOUTH OF THE NORTHEAST CORNER, AND
 QW0162'ABOUT 2 1/2 FEET ABOVE THE GROUND.
 QW0162
 QW0162                          STATION RECOVERY (1966)
 QW0162
 QW0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QW0162'RECOVERED IN GOOD CONDITION.
 QW0162
 QW0162                          STATION RECOVERY (1976)
 QW0162
 QW0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QW0162'RECOVERED IN GOOD CONDITION.
 QW0162
 QW0162                          STATION RECOVERY (1981)
 QW0162
 QW0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QW0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0723 ***********************************************************************
 QW0723  DESIGNATION -  K 484 RESET
 QW0723  PID         -  QW0723
 QW0723  STATE/COUNTY-  MT/YELLOWSTONE
 QW0723  USGS QUAD   -  BILLINGS WEST (1975)
 QW0723
 QW0723                         *CURRENT SURVEY CONTROL
 QW0723  ___________________________________________________________________
 QW0723* NAD 83(1986)-  45 48 12.     (N)    108 32 17.     (W)     SCALED    
 QW0723* NAVD 88     -      1089.94   (meters)    3575.9    (feet)  RESET     
 QW0723  ___________________________________________________________________
 QW0723  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 QW0723
 QW0723  VERT ORDER  -  THIRD
 QW0723
 QW0723.This mark is at Billings Logan Intl Airport (BIL)
 QW0723
 QW0723.The horizontal coordinates were scaled from a topographic map and have
 QW0723.an estimated accuracy of +/- 6 seconds.
 QW0723
 QW0723.The orthometric height was computed from unverified reset data.
 QW0723.No vertical observational check was made to the station.
 QW0723
 QW0723.The geoid height was determined by GEOID03.
 QW0723
 QW0723;                    North         East    Units  Estimated Accuracy
 QW0723;SPC MT       -   173,090.      674,750.      MT  (+/- 180 meters Scaled)
 QW0723
 QW0723                          SUPERSEDED SURVEY CONTROL
 QW0723
 QW0723  NGVD 29 (03/30/06) 1089.17   (m)         3573.4    (f) RESET       3  
 QW0723
 QW0723.Superseded values are not recommended for survey control.
 QW0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0723.See file dsdata.txt to determine how the superseded data were derived.
 QW0723
 QW0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR913751(NAD 83)
 QW0723_MARKER: DV = VERTICAL CONTROL DISK
 QW0723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QW0723_SP_SET: SIDEWALK
 QW0723_STAMPING: K 484 RESET 1983
 QW0723_MARK LOGO: NGS   
 QW0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 QW0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0723
 QW0723  HISTORY     - Date     Condition        Report By
 QW0723  HISTORY     - 1983     MONUMENTED       NGS
 QW0723
 QW0723                          STATION DESCRIPTION
 QW0723
 QW0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QW0723'3.38 KM (2.10 MI) NORTHWEST ALONG 27TH STREET FROM THE COURTHOUSE IN
 QW0723'BILLINGS TO THE YELLOWSTONE COUNTY MUSEUM, AT THE BILLINGS MUNICIPAL
 QW0723'AIRPORT, 1.22 M (4.00 FT) NORTH OF THE ENTRANCE TO THE MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0177 ***********************************************************************
 QV0177  DESIGNATION -  K 486
 QV0177  PID         -  QV0177
 QV0177  STATE/COUNTY-  MT/BIG HORN
 QV0177  USGS QUAD   -  BENTEEN (1967)
 QV0177
 QV0177                         *CURRENT SURVEY CONTROL
 QV0177  ___________________________________________________________________
 QV0177* NAD 83(1986)-  45 23 47.     (N)    107 23 20.     (W)     SCALED    
 QV0177* NAVD 88     -       994.148  (meters)    3261.63   (feet)  ADJUSTED  
 QV0177  ___________________________________________________________________
 QV0177  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 QV0177  DYNAMIC HT  -         993.884 (meters)    3260.77  (feet)  COMP
 QV0177  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 QV0177
 QV0177  VERT ORDER  -  FIRST     CLASS II
 QV0177
 QV0177.The horizontal coordinates were scaled from a topographic map and have
 QV0177.an estimated accuracy of +/- 6 seconds.
 QV0177
 QV0177.The orthometric height was determined by differential leveling
 QV0177.and adjusted by the National Geodetic Survey in June 1991..
 QV0177
 QV0177.The geoid height was determined by GEOID03.
 QV0177
 QV0177.The dynamic height is computed by dividing the NAVD 88
 QV0177.geopotential number by the normal gravity value computed on the
 QV0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0177.degrees latitude (g = 980.6199 gals.).
 QV0177
 QV0177.The modeled gravity was interpolated from observed gravity values.
 QV0177
 QV0177;                    North         East    Units  Estimated Accuracy
 QV0177;SPC MT       -   129,640.      765,250.      MT  (+/- 180 meters Scaled)
 QV0177
 QV0177                          SUPERSEDED SURVEY CONTROL
 QV0177
 QV0177  NGVD 29 (??/??/92)  993.411  (m)         3259.22   (f) ADJ UNCH    1 2
 QV0177
 QV0177.Superseded values are not recommended for survey control.
 QV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0177.See file dsdata.txt to determine how the superseded data were derived.
 QV0177
 QV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL130297(NAD 83)
 QV0177_MARKER: DB = BENCH MARK DISK
 QV0177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QV0177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QV0177_STAMPING: K 486 1957
 QV0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0177
 QV0177  HISTORY     - Date     Condition        Report By
 QV0177  HISTORY     - 1957     MONUMENTED       CGS
 QV0177
 QV0177                          STATION DESCRIPTION
 QV0177
 QV0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0177'5.7 MI N FROM LODGE GRASS.
 QV0177'ABOUT 5.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0177'RAILROAD FROM THE STATION AT LODGE GRASS, 2 1/2 POLES SOUTH OF
 QV0177'MILEPOST 756, 73 FEET SOUTH OF THE CENTER LINE OF A DIRT CROSS ROAD,
 QV0177'40 FEET EAST OF THE EAST RAIL, 72 FEET WEST OF THE CENTER LINE OF U.S.
 QV0177'HIGHWAY 87, 84 FEET SOUTHEAST OF THE CENTER OF THE GRADE CROSSING, 50
 QV0177'FEET SOUTH OF A TELEPHONE POLE, 19 FEET WEST OF THE FENCE LINE, 2 FEET
 QV0177'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 QV0177'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 QV0177'ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0257 ***********************************************************************
 QV0257  DESIGNATION -  K 487
 QV0257  PID         -  QV0257
 QV0257  STATE/COUNTY-  MT/BIG HORN
 QV0257  USGS QUAD   -  WALKER HILL (1980)
 QV0257
 QV0257                         *CURRENT SURVEY CONTROL
 QV0257  ___________________________________________________________________
 QV0257* NAD 83(1986)-  45 42 37.     (N)    107 40 12.     (W)     SCALED    
 QV0257* NAVD 88     -       902.966  (meters)    2962.48   (feet)  ADJUSTED  
 QV0257  ___________________________________________________________________
 QV0257  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 QV0257  DYNAMIC HT  -         902.784 (meters)    2961.88  (feet)  COMP
 QV0257  MODELED GRAV-     980,384.3   (mgal)                       NAVD 88
 QV0257
 QV0257  VERT ORDER  -  FIRST     CLASS II
 QV0257
 QV0257.The horizontal coordinates were scaled from a topographic map and have
 QV0257.an estimated accuracy of +/- 6 seconds.
 QV0257
 QV0257.The orthometric height was determined by differential leveling
 QV0257.and adjusted by the National Geodetic Survey in June 1991..
 QV0257
 QV0257.The geoid height was determined by GEOID03.
 QV0257
 QV0257.The dynamic height is computed by dividing the NAVD 88
 QV0257.geopotential number by the normal gravity value computed on the
 QV0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0257.degrees latitude (g = 980.6199 gals.).
 QV0257
 QV0257.The modeled gravity was interpolated from observed gravity values.
 QV0257
 QV0257;                    North         East    Units  Estimated Accuracy
 QV0257;SPC MT       -   163,950.      742,430.      MT  (+/- 180 meters Scaled)
 QV0257
 QV0257                          SUPERSEDED SURVEY CONTROL
 QV0257
 QV0257  NGVD 29 (??/??/92)  902.257  (m)         2960.15   (f) ADJ UNCH    1 2
 QV0257
 QV0257.Superseded values are not recommended for survey control.
 QV0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0257.See file dsdata.txt to determine how the superseded data were derived.
 QV0257
 QV0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL921653(NAD 83)
 QV0257_MARKER: DB = BENCH MARK DISK
 QV0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0257_SP_SET: ABUTMENT
 QV0257_STAMPING: K 487 1957
 QV0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0257
 QV0257  HISTORY     - Date     Condition        Report By
 QV0257  HISTORY     - 1957     MONUMENTED       CGS
 QV0257
 QV0257                          STATION DESCRIPTION
 QV0257
 QV0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0257'3.65 MI SW FROM HARDIN.
 QV0257'ABOUT 3.65 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0257'RAILROAD FROM THE STATION AT HARDIN, IN THE TOP OF THE NORTH END OF
 QV0257'THE EAST ABUTMENT OF BRIDGE 787.34, 5 1/2 FEET NORTH OF THE NORTH RAIL
 QV0257'AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0238 ***********************************************************************
 QV0238  DESIGNATION -  K 488
 QV0238  PID         -  QV0238
 QV0238  STATE/COUNTY-  MT/BIG HORN
 QV0238  USGS QUAD   -  CORINTH (1980)
 QV0238
 QV0238                         *CURRENT SURVEY CONTROL
 QV0238  ___________________________________________________________________
 QV0238* NAD 83(1986)-  45 48 15.     (N)    107 57 09.     (W)     SCALED    
 QV0238* NAVD 88     -       953.749  (meters)    3129.09   (feet)  ADJUSTED  
 QV0238  ___________________________________________________________________
 QV0238  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 QV0238  DYNAMIC HT  -         953.551 (meters)    3128.44  (feet)  COMP
 QV0238  MODELED GRAV-     980,375.7   (mgal)                       NAVD 88
 QV0238
 QV0238  VERT ORDER  -  FIRST     CLASS II
 QV0238
 QV0238.The horizontal coordinates were scaled from a topographic map and have
 QV0238.an estimated accuracy of +/- 6 seconds.
 QV0238
 QV0238.The orthometric height was determined by differential leveling
 QV0238.and adjusted by the National Geodetic Survey in June 1991..
 QV0238
 QV0238.The geoid height was determined by GEOID03.
 QV0238
 QV0238.The dynamic height is computed by dividing the NAVD 88
 QV0238.geopotential number by the normal gravity value computed on the
 QV0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0238.degrees latitude (g = 980.6199 gals.).
 QV0238
 QV0238.The modeled gravity was interpolated from observed gravity values.
 QV0238
 QV0238;                    North         East    Units  Estimated Accuracy
 QV0238;SPC MT       -   173,910.      720,240.      MT  (+/- 180 meters Scaled)
 QV0238
 QV0238                          SUPERSEDED SURVEY CONTROL
 QV0238
 QV0238  NGVD 29 (??/??/92)  953.013  (m)         3126.68   (f) ADJ UNCH    1 2
 QV0238
 QV0238.Superseded values are not recommended for survey control.
 QV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0238.See file dsdata.txt to determine how the superseded data were derived.
 QV0238
 QV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL705765(NAD 83)
 QV0238_MARKER: DB = BENCH MARK DISK
 QV0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QV0238_SP_SET: ABUTMENT
 QV0238_STAMPING: K 488 1957
 QV0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QV0238
 QV0238  HISTORY     - Date     Condition        Report By
 QV0238  HISTORY     - 1957     MONUMENTED       CGS
 QV0238
 QV0238                          STATION DESCRIPTION
 QV0238
 QV0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QV0238'19.85 MI NW FROM HARDIN.
 QV0238'ABOUT 19.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 QV0238'RAILROAD FROM THE STATION AT HARDIN, IN THE TOP OF THE EAST END OF THE
 QV0238'SOUTH ABUTMENT OF BRIDGE 803.56, 7 FEET EAST OF THE EAST RAIL AND
 QV0238'ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0339 ***********************************************************************
 QW0339  DESIGNATION -  K 489
 QW0339  PID         -  QW0339
 QW0339  STATE/COUNTY-  MT/SWEET GRASS
 QW0339  USGS QUAD   -  REED POINT (1955)
 QW0339
 QW0339                         *CURRENT SURVEY CONTROL
 QW0339  ___________________________________________________________________
 QW0339* NAD 83(1986)-  45 42 33.     (N)    109 37 04.     (W)     SCALED    
 QW0339* NAVD 88     -      1157.016  (meters)    3795.98   (feet)  ADJUSTED  
 QW0339  ___________________________________________________________________
 QW0339  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 QW0339  DYNAMIC HT  -        1156.672 (meters)    3794.85  (feet)  COMP
 QW0339  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 QW0339
 QW0339  VERT ORDER  -  FIRST     CLASS II
 QW0339
 QW0339.The horizontal coordinates were scaled from a topographic map and have
 QW0339.an estimated accuracy of +/- 6 seconds.
 QW0339
 QW0339.The orthometric height was determined by differential leveling
 QW0339.and adjusted by the National Geodetic Survey in June 1991..
 QW0339
 QW0339.The geoid height was determined by GEOID03.
 QW0339
 QW0339.The dynamic height is computed by dividing the NAVD 88
 QW0339.geopotential number by the normal gravity value computed on the
 QW0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0339.degrees latitude (g = 980.6199 gals.).
 QW0339
 QW0339.The modeled gravity was interpolated from observed gravity values.
 QW0339
 QW0339;                    North         East    Units  Estimated Accuracy
 QW0339;SPC MT       -   162,170.      590,830.      MT  (+/- 180 meters Scaled)
 QW0339
 QW0339                          SUPERSEDED SURVEY CONTROL
 QW0339
 QW0339  NGVD 29 (??/??/92) 1156.042  (m)         3792.78   (f) ADJ UNCH    1 2
 QW0339
 QW0339.Superseded values are not recommended for survey control.
 QW0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0339.See file dsdata.txt to determine how the superseded data were derived.
 QW0339
 QW0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR075626(NAD 83)
 QW0339_MARKER: DB = BENCH MARK DISK
 QW0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QW0339_SP_SET: BRIDGE
 QW0339_STAMPING: K 489 1957
 QW0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0339
 QW0339  HISTORY     - Date     Condition        Report By
 QW0339  HISTORY     - 1957     MONUMENTED       CGS
 QW0339  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0339
 QW0339                          STATION DESCRIPTION
 QW0339
 QW0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0339'3.8 MI W FROM REEDPOINT.
 QW0339'ABOUT 3.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0339'STATION AT REEDPOINT, IN SECTION 34, T 1 S, R 17 E, ABOUT 0.25 MILE
 QW0339'EAST OF MILEPOST 61, IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE
 QW0339'WING WALL OF THE STEEL GIRDER BRIDGE OVER WORK CREEK, 6 1/2 FEET SOUTH
 QW0339'OF THE SOUTH RAIL, 152 FEET EAST OF A PRIVATE ROAD CROSSING, AND ABOUT
 QW0339'2 FEET BELOW THE LEVEL OF THE TRACK.
 QW0339
 QW0339                          STATION RECOVERY (1982)
 QW0339
 QW0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0339'THERE IS A RAILROAD TIE BOLTED TO THE WINGWALL AND THE DISK MAY STILL
 QW0339'BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0406 ***********************************************************************
 SR0406  DESIGNATION -  K 49
 SR0406  PID         -  SR0406
 SR0406  STATE/COUNTY-  MT/FERGUS
 SR0406  USGS QUAD   -  CHRISTINA (1985)
 SR0406
 SR0406                         *CURRENT SURVEY CONTROL
 SR0406  ___________________________________________________________________
 SR0406* NAD 83(1986)-  47 22 53.     (N)    109 19 21.     (W)     SCALED    
 SR0406* NAVD 88     -      1089.765  (meters)    3575.34   (feet)  ADJUSTED  
 SR0406  ___________________________________________________________________
 SR0406  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 SR0406  DYNAMIC HT  -        1089.694 (meters)    3575.10  (feet)  COMP
 SR0406  MODELED GRAV-     980,509.7   (mgal)                       NAVD 88
 SR0406
 SR0406  VERT ORDER  -  FIRST     CLASS II
 SR0406
 SR0406.The horizontal coordinates were scaled from a topographic map and have
 SR0406.an estimated accuracy of +/- 6 seconds.
 SR0406
 SR0406.The orthometric height was determined by differential leveling
 SR0406.and adjusted by the National Geodetic Survey in June 1991..
 SR0406
 SR0406.The geoid height was determined by GEOID03.
 SR0406
 SR0406.The dynamic height is computed by dividing the NAVD 88
 SR0406.geopotential number by the normal gravity value computed on the
 SR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0406.degrees latitude (g = 980.6199 gals.).
 SR0406
 SR0406.The modeled gravity was interpolated from observed gravity values.
 SR0406
 SR0406;                    North         East    Units  Estimated Accuracy
 SR0406;SPC MT       -   347,970.      613,400.      MT  (+/- 180 meters Scaled)
 SR0406
 SR0406                          SUPERSEDED SURVEY CONTROL
 SR0406
 SR0406  NGVD 29 (??/??/92) 1088.907  (m)         3572.52   (f) ADJ UNCH    1 2
 SR0406
 SR0406.Superseded values are not recommended for survey control.
 SR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0406.See file dsdata.txt to determine how the superseded data were derived.
 SR0406
 SR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT266489(NAD 83)
 SR0406_MARKER: DB = BENCH MARK DISK
 SR0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0406_SP_SET: FOUNDATION
 SR0406_STAMPING: 3572.522 K 49 1933
 SR0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0406
 SR0406  HISTORY     - Date     Condition        Report By
 SR0406  HISTORY     - 1933     MONUMENTED       CGS
 SR0406  HISTORY     - 1961     MARK NOT FOUND   NGS
 SR0406  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0406
 SR0406                          STATION DESCRIPTION
 SR0406
 SR0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0406'IN CHRISTINA.
 SR0406'AT CHRISTINA, FERGUS COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0406'PACIFIC RAILROAD, AT MILEAGE 8.7, AT THE FARMERS GRAIN ELEVATOR, 82
 SR0406'FEET EAST OF THE CENTERLINE OF THE TRACK, IN THE WEST FACE OF THE
 SR0406'FOUNDATION, AND 2-1/2 FEET FROM THE SOUTHWEST CORNER.  A STANDARD
 SR0406'DISK, STAMPED 3572.522 K 49 1933 AND SET VERTICALLY.  NOTE-- THE METAL
 SR0406'SIDING WHICH COVERS THE FOUNDATION WAS PRIED AWAY AND THE FOUNDATION
 SR0406'LOOKS AS THOUGH IT COULD HAVE BEEN REBUILT.
 SR0406
 SR0406                          STATION RECOVERY (1979)
 SR0406
 SR0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0155 ***********************************************************************
 QX0155  DESIGNATION -  K 490
 QX0155  PID         -  QX0155
 QX0155  STATE/COUNTY-  MT/PARK
 QX0155  USGS QUAD   -  LIVINGSTON (1951)
 QX0155
 QX0155                         *CURRENT SURVEY CONTROL
 QX0155  ___________________________________________________________________
 QX0155* NAD 83(1986)-  45 41 20.     (N)    110 30 05.     (W)     SCALED    
 QX0155* NAVD 88     -      1354.494  (meters)    4443.87   (feet)  ADJUSTED  
 QX0155  ___________________________________________________________________
 QX0155  GEOID HEIGHT-         -10.54  (meters)                     GEOID03
 QX0155  DYNAMIC HT  -        1354.033 (meters)    4442.36  (feet)  COMP
 QX0155  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 QX0155
 QX0155  VERT ORDER  -  FIRST     CLASS II
 QX0155
 QX0155.The horizontal coordinates were scaled from a topographic map and have
 QX0155.an estimated accuracy of +/- 6 seconds.
 QX0155
 QX0155.The orthometric height was determined by differential leveling
 QX0155.and adjusted by the National Geodetic Survey in June 1991..
 QX0155
 QX0155.The geoid height was determined by GEOID03.
 QX0155
 QX0155.The dynamic height is computed by dividing the NAVD 88
 QX0155.geopotential number by the normal gravity value computed on the
 QX0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0155.degrees latitude (g = 980.6199 gals.).
 QX0155
 QX0155.The modeled gravity was interpolated from observed gravity values.
 QX0155
 QX0155;                    North         East    Units  Estimated Accuracy
 QX0155;SPC MT       -   160,410.      522,020.      MT  (+/- 180 meters Scaled)
 QX0155
 QX0155                          SUPERSEDED SURVEY CONTROL
 QX0155
 QX0155  NGVD 29 (??/??/92) 1353.368  (m)         4440.17   (f) ADJ UNCH    1 2
 QX0155
 QX0155.Superseded values are not recommended for survey control.
 QX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0155.See file dsdata.txt to determine how the superseded data were derived.
 QX0155
 QX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR388596(NAD 83)
 QX0155_MARKER: DB = BENCH MARK DISK
 QX0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0155_SP_SET: CULVERT
 QX0155_STAMPING: K 490 1957
 QX0155_MARK LOGO: CGS   
 QX0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QX0155+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 QX0155
 QX0155  HISTORY     - Date     Condition        Report By
 QX0155  HISTORY     - 1957     MONUMENTED       CGS
 QX0155  HISTORY     - 1958     GOOD             NGS
 QX0155  HISTORY     - 1982     GOOD             NGS
 QX0155  HISTORY     - 20060328 GOOD             INDIV
 QX0155
 QX0155                          STATION DESCRIPTION
 QX0155
 QX0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0155'3.6 MI NE FROM LIVINGSTON.
 QX0155'ABOUT 3.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0155'STATION AT LIVINGSTON, IN SECTION 4, T 2 S, R 10 E, 8 1/2 POLES
 QX0155'NORTHEAST OF MILEPOST 112, IN THE TOP AND CENTER OF THE SOUTHEAST
 QX0155'CONCRETE HEAD WALL OF A BOX TYPE CULVERT, 7 FEET SOUTHEAST OF THE
 QX0155'SOUTHEAST RAIL, 200 FEET NORTHEAST OF THE CENTER LINE OF A ROAD
 QX0155'CROSSING, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 QX0155
 QX0155                          STATION RECOVERY (1982)
 QX0155
 QX0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0155'RECOVERED IN GOOD CONDITION.
 QX0155
 QX0155                          STATION RECOVERY (2006)
 QX0155
 QX0155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CLB)
 QX0155'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0250 ***********************************************************************
 QW0250  DESIGNATION -  K 491
 QW0250  PID         -  QW0250
 QW0250  STATE/COUNTY-  MT/STILLWATER
 QW0250  USGS QUAD   -  SHANE RIDGE (1956)
 QW0250
 QW0250                         *CURRENT SURVEY CONTROL
 QW0250  ___________________________________________________________________
 QW0250* NAD 83(1986)-  45 37 00.     (N)    109 11 39.     (W)     SCALED    
 QW0250* NAVD 88     -      1080.773  (meters)    3545.84   (feet)  ADJUSTED  
 QW0250  ___________________________________________________________________
 QW0250  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 QW0250  DYNAMIC HT  -        1080.491 (meters)    3544.91  (feet)  COMP
 QW0250  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 QW0250
 QW0250  VERT ORDER  -  FIRST     CLASS II
 QW0250
 QW0250.The horizontal coordinates were scaled from a topographic map and have
 QW0250.an estimated accuracy of +/- 6 seconds.
 QW0250
 QW0250.The orthometric height was determined by differential leveling
 QW0250.and adjusted by the National Geodetic Survey in June 1991..
 QW0250
 QW0250.The geoid height was determined by GEOID03.
 QW0250
 QW0250.The dynamic height is computed by dividing the NAVD 88
 QW0250.geopotential number by the normal gravity value computed on the
 QW0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0250.degrees latitude (g = 980.6199 gals.).
 QW0250
 QW0250.The modeled gravity was interpolated from observed gravity values.
 QW0250
 QW0250;                    North         East    Units  Estimated Accuracy
 QW0250;SPC MT       -   151,940.      623,850.      MT  (+/- 180 meters Scaled)
 QW0250
 QW0250                          SUPERSEDED SURVEY CONTROL
 QW0250
 QW0250  NGVD 29 (??/??/92) 1079.917  (m)         3543.03   (f) ADJ UNCH    1 2
 QW0250
 QW0250.Superseded values are not recommended for survey control.
 QW0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0250.See file dsdata.txt to determine how the superseded data were derived.
 QW0250
 QW0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR407530(NAD 83)
 QW0250_MARKER: DB = BENCH MARK DISK
 QW0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QW0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QW0250_STAMPING: K 491 1957
 QW0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0250
 QW0250  HISTORY     - Date     Condition        Report By
 QW0250  HISTORY     - 1957     MONUMENTED       CGS
 QW0250  HISTORY     - 1982     GOOD             NGS
 QW0250
 QW0250                          STATION DESCRIPTION
 QW0250
 QW0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QW0250'3.4 MI SE FROM COLUMBUS.
 QW0250'ABOUT 3.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0250'STATION AT COLUMBUS, IN SECTION 36, T 2 S, R 20 E, 2 POLES SOUTHEAST
 QW0250'OF MILEPOST 37, 20 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 35 FEET
 QW0250'NORTHEAST OF THE NORTHEAST BANK OF THE YELLOWSTONE RIVER, 4 FEET
 QW0250'SOUTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 1 1/2 FEET NORTH OF A
 QW0250'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK BRAZED
 QW0250'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 QW0250
 QW0250                          STATION RECOVERY (1982)
 QW0250
 QW0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0143 ***********************************************************************
 QX0143  DESIGNATION -  K 492
 QX0143  PID         -  QX0143
 QX0143  STATE/COUNTY-  MT/PARK
 QX0143  USGS QUAD   -  HOPPERS (1981)
 QX0143
 QX0143                         *CURRENT SURVEY CONTROL
 QX0143  ___________________________________________________________________
 QX0143* NAD 83(1986)-  45 39 59.     (N)    110 41 28.     (W)     SCALED    
 QX0143* NAVD 88     -      1541.821  (meters)    5058.46   (feet)  ADJUSTED  
 QX0143  ___________________________________________________________________
 QX0143  GEOID HEIGHT-         -10.44  (meters)                     GEOID03
 QX0143  DYNAMIC HT  -        1541.258 (meters)    5056.61  (feet)  COMP
 QX0143  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 QX0143
 QX0143  VERT ORDER  -  FIRST     CLASS II
 QX0143
 QX0143.The horizontal coordinates were scaled from a topographic map and have
 QX0143.an estimated accuracy of +/- 6 seconds.
 QX0143
 QX0143.The orthometric height was determined by differential leveling
 QX0143.and adjusted by the National Geodetic Survey in June 1991..
 QX0143
 QX0143.The geoid height was determined by GEOID03.
 QX0143
 QX0143.The dynamic height is computed by dividing the NAVD 88
 QX0143.geopotential number by the normal gravity value computed on the
 QX0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0143.degrees latitude (g = 980.6199 gals.).
 QX0143
 QX0143.The modeled gravity was interpolated from observed gravity values.
 QX0143
 QX0143;                    North         East    Units  Estimated Accuracy
 QX0143;SPC MT       -   158,120.      507,210.      MT  (+/- 180 meters Scaled)
 QX0143
 QX0143                          SUPERSEDED SURVEY CONTROL
 QX0143
 QX0143  NGVD 29 (??/??/92) 1540.611  (m)         5054.49   (f) ADJ UNCH    1 2
 QX0143
 QX0143.Superseded values are not recommended for survey control.
 QX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0143.See file dsdata.txt to determine how the superseded data were derived.
 QX0143
 QX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR240570(NAD 83)
 QX0143_MARKER: DB = BENCH MARK DISK
 QX0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0143_STAMPING: K 492 1957
 QX0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0143+STABILITY: SURFACE MOTION
 QX0143
 QX0143  HISTORY     - Date     Condition        Report By
 QX0143  HISTORY     - 1957     MONUMENTED       CGS
 QX0143  HISTORY     - 1958     GOOD             NGS
 QX0143  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0143
 QX0143                          STATION DESCRIPTION
 QX0143
 QX0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0143'6.35 MI W FROM LIVINGSTON.
 QX0143'ABOUT 6.35 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0143'STATION AT LIVINGSTON, IN SECTION 13, T 2 S, R 8 E, 3 1/2 POLES EAST
 QX0143'OF MILEPOST 122, 79 1/2 FEET NORTH OF THE NORTH RAIL, 28 FEET
 QX0143'NORTHEAST OF THE NORTHEAST CORNER OF A SECTION HOUSE, 1 FOOT EAST OF A
 QX0143'FENCE AROUND THE SECTION HOUSE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 QX0143'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE
 QX0143'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QX0143
 QX0143                          STATION RECOVERY (1982)
 QX0143
 QX0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0143'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0037 ***********************************************************************
 QX0037  DESIGNATION -  K 494
 QX0037  PID         -  QX0037
 QX0037  STATE/COUNTY-  MT/SWEET GRASS
 QX0037  USGS QUAD   -  CARNEY (1980)
 QX0037
 QX0037                         *CURRENT SURVEY CONTROL
 QX0037  ___________________________________________________________________
 QX0037* NAD 83(1986)-  45 46 00.     (N)    110 07 00.     (W)     SCALED    
 QX0037* NAVD 88     -      1264.890  (meters)    4149.89   (feet)  POSTED    
 QX0037  ___________________________________________________________________
 QX0037  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 QX0037  DYNAMIC HT  -        1264.500 (meters)    4148.61  (feet)  COMP
 QX0037  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 QX0037
 QX0037  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QX0037
 QX0037.The horizontal coordinates were scaled from a topographic map and have
 QX0037.an estimated accuracy of +/- 6 seconds.
 QX0037
 QX0037.The orthometric height was determined by differential leveling
 QX0037.and adjusted by the National Geodetic Survey in 1992..
 QX0037.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QX0037.rate of 1.1 thru 2.0 mm/km.
 QX0037
 QX0037.The geoid height was determined by GEOID03.
 QX0037
 QX0037.The dynamic height is computed by dividing the NAVD 88
 QX0037.geopotential number by the normal gravity value computed on the
 QX0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0037.degrees latitude (g = 980.6199 gals.).
 QX0037
 QX0037.The modeled gravity was interpolated from observed gravity values.
 QX0037
 QX0037;                    North         East    Units  Estimated Accuracy
 QX0037;SPC MT       -   168,740.      552,050.      MT  (+/- 180 meters Scaled)
 QX0037
 QX0037                          SUPERSEDED SURVEY CONTROL
 QX0037
 QX0037  NGVD 29 (??/??/92) 1263.832  (m)         4146.42   (f) ADJ UNCH    1 2
 QX0037
 QX0037.Superseded values are not recommended for survey control.
 QX0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0037.See file dsdata.txt to determine how the superseded data were derived.
 QX0037
 QX0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR686685(NAD 83)
 QX0037_MARKER: DB = BENCH MARK DISK
 QX0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0037_SP_SET: CULVERT
 QX0037_STAMPING: K 494 1957
 QX0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0037
 QX0037  HISTORY     - Date     Condition        Report By
 QX0037  HISTORY     - 1957     MONUMENTED       CGS
 QX0037  HISTORY     - 1958     GOOD             NGS
 QX0037  HISTORY     - 1982     MARK NOT FOUND   NGS
 QX0037
 QX0037                          STATION DESCRIPTION
 QX0037
 QX0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0037'9.1 MI SW FROM BIG TIMBER.
 QX0037'ABOUT 9.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0037'STATION AT BIG TIMBER, IN SECTION 10, T 1 S, R 13 E, 72 FEET SOUTHWEST
 QX0037'OF MILEPOST 90, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 QX0037'CONCRETE HEAD WALL OF A CULVERT, ABOUT 0.4 MILE NORTHEAST OF A PRIVATE
 QX0037'ROAD CROSSING, 148 YARDS NORTHEAST OF THE NORTHEAST END OF A SIDING, 9
 QX0037'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 FEET BELOW THE
 QX0037'LEVEL OF THE TRACK.
 QX0037
 QX0037                          STATION RECOVERY (1982)
 QX0037
 QX0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0037'THIS MARK MAY STILL BE IN PLACE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0002 ***********************************************************************
 QY0002  DESIGNATION -  K 495
 QY0002  PID         -  QY0002
 QY0002  STATE/COUNTY-  MT/SILVER BOW
 QY0002  USGS QUAD   -  HOMESTAKE (1996)
 QY0002
 QY0002                         *CURRENT SURVEY CONTROL
 QY0002  ___________________________________________________________________
 QY0002* NAD 83(1986)-  45 59 37.     (N)    112 28 54.     (W)     SCALED    
 QY0002* NAVD 88     -      1709.006  (meters)    5606.96   (feet)  ADJUSTED  
 QY0002  ___________________________________________________________________
 QY0002  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 QY0002  DYNAMIC HT  -        1708.325 (meters)    5604.73  (feet)  COMP
 QY0002  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 QY0002
 QY0002  VERT ORDER  -  FIRST     CLASS II
 QY0002
 QY0002.The horizontal coordinates were scaled from a topographic map and have
 QY0002.an estimated accuracy of +/- 6 seconds.
 QY0002
 QY0002.The orthometric height was determined by differential leveling
 QY0002.and adjusted by the National Geodetic Survey in June 1991..
 QY0002
 QY0002.The geoid height was determined by GEOID03.
 QY0002
 QY0002.The dynamic height is computed by dividing the NAVD 88
 QY0002.geopotential number by the normal gravity value computed on the
 QY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0002.degrees latitude (g = 980.6199 gals.).
 QY0002
 QY0002.The modeled gravity was interpolated from observed gravity values.
 QY0002
 QY0002;                    North         East    Units  Estimated Accuracy
 QY0002;SPC MT       -   198,160.      369,160.      MT  (+/- 180 meters Scaled)
 QY0002
 QY0002                          SUPERSEDED SURVEY CONTROL
 QY0002
 QY0002  NGVD 29 (??/??/92) 1707.710  (m)         5602.71   (f) ADJ UNCH    1 2
 QY0002
 QY0002.Superseded values are not recommended for survey control.
 QY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0002.See file dsdata.txt to determine how the superseded data were derived.
 QY0002
 QY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR852944(NAD 83)
 QY0002_MARKER: DB = BENCH MARK DISK
 QY0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0002_STAMPING: K 495 1957
 QY0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0002+STABILITY: SURFACE MOTION
 QY0002
 QY0002  HISTORY     - Date     Condition        Report By
 QY0002  HISTORY     - 1957     MONUMENTED       CGS
 QY0002  HISTORY     - 1958     GOOD             NGS
 QY0002
 QY0002                          STATION DESCRIPTION
 QY0002
 QY0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0002'3.25 MI SE FROM BUTTE.
 QY0002'3.25 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0002'STATION AT BUTTE, IN SECTION 21, T 3 N, R 7 W, 7 1/2 RAILS EAST OF
 QY0002'MILEPOST 68, 34 FEET SOUTH OF THE SOUTH RAIL, ABOUT 0.1 MILE WEST OF A
 QY0002'ROAD CROSSING, AT THE WEST END OF A SHALLOW CUT, 28 1/2 FEET WEST OF A
 QY0002'TELEPHONE POLE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 QY0002'2 FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 QY0002'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0034 ***********************************************************************
 QY0034  DESIGNATION -  K 496
 QY0034  PID         -  QY0034
 QY0034  STATE/COUNTY-  MT/JEFFERSON
 QY0034  USGS QUAD   -  DELMOE LAKE (1978)
 QY0034
 QY0034                         *CURRENT SURVEY CONTROL
 QY0034  ___________________________________________________________________
 QY0034* NAD 83(1986)-  45 56 25.     (N)    112 17 40.     (W)     SCALED    
 QY0034* NAVD 88     -      1628.033  (meters)    5341.30   (feet)  ADJUSTED  
 QY0034  ___________________________________________________________________
 QY0034  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 QY0034  DYNAMIC HT  -        1627.433 (meters)    5339.34  (feet)  COMP
 QY0034  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 QY0034
 QY0034  VERT ORDER  -  FIRST     CLASS II
 QY0034
 QY0034.The horizontal coordinates were scaled from a topographic map and have
 QY0034.an estimated accuracy of +/- 6 seconds.
 QY0034
 QY0034.The orthometric height was determined by differential leveling
 QY0034.and adjusted by the National Geodetic Survey in June 1991..
 QY0034
 QY0034.The geoid height was determined by GEOID03.
 QY0034
 QY0034.The dynamic height is computed by dividing the NAVD 88
 QY0034.geopotential number by the normal gravity value computed on the
 QY0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0034.degrees latitude (g = 980.6199 gals.).
 QY0034
 QY0034.The modeled gravity was interpolated from observed gravity values.
 QY0034
 QY0034;                    North         East    Units  Estimated Accuracy
 QY0034;SPC MT       -   191,710.      383,440.      MT  (+/- 180 meters Scaled)
 QY0034
 QY0034                          SUPERSEDED SURVEY CONTROL
 QY0034
 QY0034  NGVD 29 (??/??/92) 1626.824  (m)         5337.34   (f) ADJ UNCH    1 2
 QY0034
 QY0034.Superseded values are not recommended for survey control.
 QY0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0034.See file dsdata.txt to determine how the superseded data were derived.
 QY0034
 QY0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR996882(NAD 83)
 QY0034_MARKER: DB = BENCH MARK DISK
 QY0034_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QY0034_STAMPING: K 496 1957
 QY0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0034
 QY0034  HISTORY     - Date     Condition        Report By
 QY0034  HISTORY     - 1957     MONUMENTED       CGS
 QY0034  HISTORY     - 1958     GOOD             NGS
 QY0034
 QY0034                          STATION DESCRIPTION
 QY0034
 QY0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0034'12.95 MI NW FROM WHITEHALL.
 QY0034'12.95 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QY0034'STATION AT WHITEHALL, IN SECTION 12, T 2 N, R 6 W, 88 FEET
 QY0034'NORTH-NORTHEAST OF THE 19TH POLE NORTHWEST OF MILEPOST 51, 159 FEET
 QY0034'EAST OF THE EAST END OF BRIDGE NUMBER 51, 59 FEET NORTH-NORTHEAST OF
 QY0034'THE NEAR RAIL, 6 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 41 FEET
 QY0034'WEST OF A SMALL RAILROAD SHACK, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 QY0034'THE TRACK, AND IN THE TOP OF A LARGE ROCK PROJECTING 3 FEET ON THE
 QY0034'EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0228 ***********************************************************************
 QX0228  DESIGNATION -  K 497
 QX0228  PID         -  QX0228
 QX0228  STATE/COUNTY-  MT/GALLATIN
 QX0228  USGS QUAD   -  LOGAN (1987)
 QX0228
 QX0228                         *CURRENT SURVEY CONTROL
 QX0228  ___________________________________________________________________
 QX0228* NAD 83(1986)-  45 54 31.     (N)    111 29 50.     (W)     SCALED    
 QX0228* NAVD 88     -      1237.972  (meters)    4061.58   (feet)  ADJUSTED  
 QX0228  ___________________________________________________________________
 QX0228  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 QX0228  DYNAMIC HT  -        1237.629 (meters)    4060.45  (feet)  COMP
 QX0228  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 QX0228  OBS GRAVITY -     980,295.7   (mgal)                       GRAV_OBS
 QX0228
 QX0228  VERT ORDER  -  FIRST     CLASS II
 QX0228
 QX0228.The horizontal coordinates were scaled from a topographic map and have
 QX0228.an estimated accuracy of +/- 6 seconds.
 QX0228
 QX0228.The orthometric height was determined by differential leveling
 QX0228.and adjusted by the National Geodetic Survey in June 1991..
 QX0228.WARNING-Repeat measurements at this control monument indicate possible
 QX0228.vertical movement.
 QX0228
 QX0228.The geoid height was determined by GEOID03.
 QX0228
 QX0228.The dynamic height is computed by dividing the NAVD 88
 QX0228.geopotential number by the normal gravity value computed on the
 QX0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0228.degrees latitude (g = 980.6199 gals.).
 QX0228
 QX0228.The modeled gravity was interpolated from observed gravity values.
 QX0228.The observed gravity was obtained from relative gravimeter ties
 QX0228.to the IGSN71 gravity network.
 QX0228
 QX0228;                    North         East    Units  Estimated Accuracy
 QX0228;SPC MT       -   186,300.      445,120.      MT  (+/- 180 meters Scaled)
 QX0228
 QX0228                          SUPERSEDED SURVEY CONTROL
 QX0228
 QX0228  NGVD 29 (??/??/92) 1236.943  (m)         4058.20   (f) ADJ UNCH    1 2
 QX0228
 QX0228.Superseded values are not recommended for survey control.
 QX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0228.See file dsdata.txt to determine how the superseded data were derived.
 QX0228
 QX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR614840(NAD 83)
 QX0228_MARKER: DB = BENCH MARK DISK
 QX0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0228_STAMPING: K 497 1957
 QX0228_MARK LOGO: CGS   
 QX0228_PROJECTION: PROJECTING 10 CENTIMETERS
 QX0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0228+STABILITY: SURFACE MOTION
 QX0228
 QX0228  HISTORY     - Date     Condition        Report By
 QX0228  HISTORY     - 1957     MONUMENTED       CGS
 QX0228  HISTORY     - 1958     GOOD             NGS
 QX0228  HISTORY     - 1982     GOOD             NGS
 QX0228
 QX0228                          STATION DESCRIPTION
 QX0228
 QX0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0228'4.55 MI NW FROM LOGAN.
 QX0228'ABOUT 3.65 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QX0228'STATION AT LOGAN, THENCE 0.9 MILE NORTH ALONG AN ASPHALT ROAD LEADING
 QX0228'TO TRIDENT, AT THE INTERSECTION OF A NORTHEAST TO SOUTHWEST GRAVEL
 QX0228'ROAD, IN SECTION 20, T 2 N, R 2 E, 51 FEET EAST OF THE CENTER LINE OF
 QX0228'THE ASPHALT ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 QX0228'12 FEET SOUTH OF A FENCE CORNER, 6 INCHES WEST OF A FENCE, 2 FEET
 QX0228'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 QX0228'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QX0228
 QX0228                          STATION RECOVERY (1982)
 QX0228
 QX0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0228'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QX0228'2.1 KM (1.3 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 QX0228'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE NORTHEAST EDGE OF THREE
 QX0228'FORKS, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG A PAVED ROAD, 15.6
 QX0228'METERS (51.2 FT) EAST OF THE CENTER OF THE ROAD, 10.4 METERS (34.1 FT)
 QX0228'SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.7 METERS (12.1 FT) SOUTH OF
 QX0228'A FENCE CORNER AND 0.1 METER (0.3 FT) WEST OF A FENCE.
 QX0228'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QX0228'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0411 ***********************************************************************
 TN0411  DESIGNATION -  K 499
 TN0411  PID         -  TN0411
 TN0411  STATE/COUNTY-  MT/FLATHEAD
 TN0411  USGS QUAD   -  HUNGRY HORSE (1994)
 TN0411
 TN0411                         *CURRENT SURVEY CONTROL
 TN0411  ___________________________________________________________________
 TN0411* NAD 83(1986)-  48 24 23.     (N)    114 02 38.     (W)     SCALED    
 TN0411* NAVD 88     -       957.151  (meters)    3140.25   (feet)  ADJUSTED  
 TN0411  ___________________________________________________________________
 TN0411  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 TN0411  DYNAMIC HT  -         957.143 (meters)    3140.23  (feet)  COMP
 TN0411  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 TN0411
 TN0411  VERT ORDER  -  FIRST     CLASS II
 TN0411
 TN0411.The horizontal coordinates were scaled from a topographic map and have
 TN0411.an estimated accuracy of +/- 6 seconds.
 TN0411
 TN0411.The orthometric height was determined by differential leveling
 TN0411.and adjusted by the National Geodetic Survey in June 1991..
 TN0411
 TN0411.The geoid height was determined by GEOID03.
 TN0411
 TN0411.The dynamic height is computed by dividing the NAVD 88
 TN0411.geopotential number by the normal gravity value computed on the
 TN0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0411.degrees latitude (g = 980.6199 gals.).
 TN0411
 TN0411.The modeled gravity was interpolated from observed gravity values.
 TN0411
 TN0411;                    North         East    Units  Estimated Accuracy
 TN0411;SPC MT       -   471,620.      263,880.      MT  (+/- 180 meters Scaled)
 TN0411
 TN0411                          SUPERSEDED SURVEY CONTROL
 TN0411
 TN0411.No superseded survey control is available for this station.
 TN0411
 TN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP187656(NAD 83)
 TN0411_MARKER: DB = BENCH MARK DISK
 TN0411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0411_SP_SET: STAINLESS STEEL ROD
 TN0411_STAMPING: K 499 1979
 TN0411_PROJECTION: PROJECTING 8 CENTIMETERS
 TN0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0411_ROD/PIPE-DEPTH: 4.57 meters
 TN0411
 TN0411  HISTORY     - Date     Condition        Report By
 TN0411  HISTORY     - 1979     MONUMENTED       NGS
 TN0411
 TN0411                          STATION DESCRIPTION
 TN0411
 TN0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0411'6.8 MI NE FROM COLUMBIA FALLS.
 TN0411'6.8 MILES NORTHEAST ALONG U. S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TN0411'HIGHWAY 40 AT COLUMBIA FALLS, AT A GRAVEL ROAD LEADING SOUTHEAST
 TN0411'JUST NORTH OF PACKERS ROOST RESTAURANT, AT POWERLINE POLE NO. 331272
 TN0411'WITH TRANSFORMER AND GUY WIRE, 63 FEET EAST OF THE CENTERLINE OF
 TN0411'HIGHWAY 2, 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL LOG
 TN0411'CABIN, 38 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD AND 4 FEET
 TN0411'SOUTH OF POWERLINE POLE 331272.  MARK IS SET LEVEL WITH THE GROUND.
 TN0411'THE MARK IS 1 FT  N FROM A WITNESS POST.
 TN0411'THE MARK IS ABOVE LEVEL WITH HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0332 ***********************************************************************
 TN0332  DESIGNATION -  K 5
 TN0332  PID         -  TN0332
 TN0332  STATE/COUNTY-  MT/LINCOLN
 TN0332  USGS QUAD   -  TROY (1983)
 TN0332
 TN0332                         *CURRENT SURVEY CONTROL
 TN0332  ___________________________________________________________________
 TN0332* NAD 83(1986)-  48 27 56.     (N)    115 53 27.     (W)     SCALED    
 TN0332* NAVD 88     -       576.552  (meters)    1891.57   (feet)  ADJUSTED  
 TN0332  ___________________________________________________________________
 TN0332  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TN0332  DYNAMIC HT  -         576.599 (meters)    1891.73  (feet)  COMP
 TN0332  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 TN0332
 TN0332  VERT ORDER  -  FIRST     CLASS II
 TN0332
 TN0332.The horizontal coordinates were scaled from a topographic map and have
 TN0332.an estimated accuracy of +/- 6 seconds.
 TN0332
 TN0332.The orthometric height was determined by differential leveling
 TN0332.and adjusted by the National Geodetic Survey in June 1991..
 TN0332
 TN0332.The geoid height was determined by GEOID03.
 TN0332
 TN0332.The dynamic height is computed by dividing the NAVD 88
 TN0332.geopotential number by the normal gravity value computed on the
 TN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0332.degrees latitude (g = 980.6199 gals.).
 TN0332
 TN0332.The modeled gravity was interpolated from observed gravity values.
 TN0332
 TN0332;                    North         East    Units  Estimated Accuracy
 TN0332;SPC MT       -   487,710.      128,050.      MT  (+/- 180 meters Scaled)
 TN0332
 TN0332                          SUPERSEDED SURVEY CONTROL
 TN0332
 TN0332  NGVD 29 (??/??/92)  575.385  (m)         1887.74   (f) ADJ UNCH    1 2
 TN0332
 TN0332.Superseded values are not recommended for survey control.
 TN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0332.See file dsdata.txt to determine how the superseded data were derived.
 TN0332
 TN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP819686(NAD 83)
 TN0332_MARKER: DD = SURVEY DISK
 TN0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0332_STAMPING: K 5 1929
 TN0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0332+STABILITY: SURFACE MOTION
 TN0332
 TN0332  HISTORY     - Date     Condition        Report By
 TN0332  HISTORY     - 1929     MONUMENTED       USGS
 TN0332  HISTORY     - 1944     GOOD             NGS
 TN0332  HISTORY     - 1971     GOOD             BPR
 TN0332  HISTORY     - 1980     GOOD             NGS
 TN0332
 TN0332                          STATION DESCRIPTION
 TN0332
 TN0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TN0332'IN TROY.
 TN0332'AT TROY, LINCOLN COUNTY, ON THE GREAT NORTHERN RAILWAY, 400 FEET
 TN0332'NORTHWEST OF THE STATION, 70 FEET NORTHWEST OF A WAREHOUSE 40 FEET
 TN0332'WEST OF THE TRACK, AND 3 FEET SOUTH OF A TELEPHONE POLE.  A UNITED
 TN0332'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 5 1929 AND SET IN
 TN0332'THE TOP OF A CONCRETE POST.
 TN0332
 TN0332                          STATION RECOVERY (1971)
 TN0332
 TN0332'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0332'RECOVERED IN GOOD CONDITION.
 TN0332
 TN0332                          STATION RECOVERY (1980)
 TN0332
 TN0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0332'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0337 ***********************************************************************
 RV0337  DESIGNATION -  K 5 W
 RV0337  PID         -  RV0337
 RV0337  STATE/COUNTY-  MT/WHEATLAND
 RV0337  USGS QUAD   -  HEDGESVILLE (1986)
 RV0337
 RV0337                         *CURRENT SURVEY CONTROL
 RV0337  ___________________________________________________________________
 RV0337* NAD 83(1986)-  46 23 54.     (N)    109 31 28.     (W)     SCALED    
 RV0337* NAVD 88     -      1305.184  (meters)    4282.09   (feet)  ADJUSTED  
 RV0337  ___________________________________________________________________
 RV0337  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0337  DYNAMIC HT  -        1304.919 (meters)    4281.22  (feet)  COMP
 RV0337  MODELED GRAV-     980,365.4   (mgal)                       NAVD 88
 RV0337
 RV0337  VERT ORDER  -  SECOND    CLASS 0
 RV0337
 RV0337.The horizontal coordinates were scaled from a topographic map and have
 RV0337.an estimated accuracy of +/- 6 seconds.
 RV0337
 RV0337.The orthometric height was determined by differential leveling
 RV0337.and adjusted by the National Geodetic Survey in June 1991..
 RV0337
 RV0337.The geoid height was determined by GEOID03.
 RV0337
 RV0337.The dynamic height is computed by dividing the NAVD 88
 RV0337.geopotential number by the normal gravity value computed on the
 RV0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0337.degrees latitude (g = 980.6199 gals.).
 RV0337
 RV0337.The modeled gravity was interpolated from observed gravity values.
 RV0337
 RV0337;                    North         East    Units  Estimated Accuracy
 RV0337;SPC MT       -   238,730.      598,120.      MT  (+/- 180 meters Scaled)
 RV0337
 RV0337                          SUPERSEDED SURVEY CONTROL
 RV0337
 RV0337  NGVD 29 (??/??/92) 1304.288  (m)         4279.15   (f) ADJ UNCH    2 0
 RV0337
 RV0337.Superseded values are not recommended for survey control.
 RV0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0337.See file dsdata.txt to determine how the superseded data were derived.
 RV0337
 RV0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS134393(NAD 83)
 RV0337_MARKER: DS = TRIANGULATION STATION DISK
 RV0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0337_STAMPING: K 5 W 1961
 RV0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0337+STABILITY: SURFACE MOTION
 RV0337
 RV0337  HISTORY     - Date     Condition        Report By
 RV0337  HISTORY     - 1961     MONUMENTED       CGS
 RV0337  HISTORY     - 1981     MARK NOT FOUND   USGS
 RV0337
 RV0337                          STATION DESCRIPTION
 RV0337
 RV0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0337'3.85 MI N FROM SHAWMUT.
 RV0337'3.65 MILES NORTH ALONG HEDGESVILLE ROAD FROM THE JUNCTION OF U.S.
 RV0337'HIGHWAY 12 AT SHAWMUT, THENCE 0.2 MILE EAST ACROSS COUNTRY, 78 FEET
 RV0337'SOUTHWEST OF K 5 W R.M. 1, 77 FEET NORTHWEST OF K 5 W R.M. 2, 1.1 FEET
 RV0337'NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 RV0337'FLUSH WITH THE GROUND.
 RV0337
 RV0337                          STATION RECOVERY (1981)
 RV0337
 RV0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RV0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0338 ***********************************************************************
 RV0338  DESIGNATION -  K 5 W RM 1
 RV0338  PID         -  RV0338
 RV0338  STATE/COUNTY-  MT/WHEATLAND
 RV0338  USGS QUAD   -  HEDGESVILLE (1986)
 RV0338
 RV0338                         *CURRENT SURVEY CONTROL
 RV0338  ___________________________________________________________________
 RV0338* NAD 83(1986)-  46 23 54.     (N)    109 31 28.     (W)     SCALED    
 RV0338* NAVD 88     -      1305.238  (meters)    4282.27   (feet)  ADJUSTED  
 RV0338  ___________________________________________________________________
 RV0338  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0338  DYNAMIC HT  -        1304.973 (meters)    4281.40  (feet)  COMP
 RV0338  MODELED GRAV-     980,365.4   (mgal)                       NAVD 88
 RV0338
 RV0338  VERT ORDER  -  SECOND    CLASS 0
 RV0338
 RV0338.The horizontal coordinates were scaled from a topographic map and have
 RV0338.an estimated accuracy of +/- 6 seconds.
 RV0338
 RV0338.The orthometric height was determined by differential leveling
 RV0338.and adjusted by the National Geodetic Survey in June 1991..
 RV0338
 RV0338.The geoid height was determined by GEOID03.
 RV0338
 RV0338.The dynamic height is computed by dividing the NAVD 88
 RV0338.geopotential number by the normal gravity value computed on the
 RV0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0338.degrees latitude (g = 980.6199 gals.).
 RV0338
 RV0338.The modeled gravity was interpolated from observed gravity values.
 RV0338
 RV0338;                    North         East    Units  Estimated Accuracy
 RV0338;SPC MT       -   238,730.      598,120.      MT  (+/- 180 meters Scaled)
 RV0338
 RV0338                          SUPERSEDED SURVEY CONTROL
 RV0338
 RV0338  NGVD 29 (??/??/92) 1304.341  (m)         4279.33   (f) ADJ UNCH    2 0
 RV0338
 RV0338.Superseded values are not recommended for survey control.
 RV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0338.See file dsdata.txt to determine how the superseded data were derived.
 RV0338
 RV0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS134393(NAD 83)
 RV0338_MARKER: DR = REFERENCE MARK DISK
 RV0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0338_STAMPING: K 5 W NO. 1 1961
 RV0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0338+STABILITY: SURFACE MOTION
 RV0338
 RV0338  HISTORY     - Date     Condition        Report By
 RV0338  HISTORY     - 1961     MONUMENTED       CGS
 RV0338
 RV0338                          STATION DESCRIPTION
 RV0338
 RV0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0338'3.85 MI N FROM SHAWMUT.
 RV0338'3.65 MILES NORTH ALONG HEDGESVILLE ROAD FROM THE JUNCTION OF U.S.
 RV0338'HIGHWAY 12 AT SHAWMUT, THENCE 0.2 MILE EAST ACROSS COUNTRY, 126.7 FEET
 RV0338'NORTH OF K 5 W R.M. 2, 78 FEET NORTHEAST OF K 5 W, AND SET IN THE TOP
 RV0338'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0339 ***********************************************************************
 RV0339  DESIGNATION -  K 5 W RM 2
 RV0339  PID         -  RV0339
 RV0339  STATE/COUNTY-  MT/WHEATLAND
 RV0339  USGS QUAD   -  HEDGESVILLE (1986)
 RV0339
 RV0339                         *CURRENT SURVEY CONTROL
 RV0339  ___________________________________________________________________
 RV0339* NAD 83(1986)-  46 23 54.     (N)    109 31 28.     (W)     SCALED    
 RV0339* NAVD 88     -      1304.884  (meters)    4281.11   (feet)  ADJUSTED  
 RV0339  ___________________________________________________________________
 RV0339  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0339  DYNAMIC HT  -        1304.619 (meters)    4280.24  (feet)  COMP
 RV0339  MODELED GRAV-     980,365.4   (mgal)                       NAVD 88
 RV0339
 RV0339  VERT ORDER  -  SECOND    CLASS 0
 RV0339
 RV0339.The horizontal coordinates were scaled from a topographic map and have
 RV0339.an estimated accuracy of +/- 6 seconds.
 RV0339
 RV0339.The orthometric height was determined by differential leveling
 RV0339.and adjusted by the National Geodetic Survey in June 1991..
 RV0339
 RV0339.The geoid height was determined by GEOID03.
 RV0339
 RV0339.The dynamic height is computed by dividing the NAVD 88
 RV0339.geopotential number by the normal gravity value computed on the
 RV0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0339.degrees latitude (g = 980.6199 gals.).
 RV0339
 RV0339.The modeled gravity was interpolated from observed gravity values.
 RV0339
 RV0339;                    North         East    Units  Estimated Accuracy
 RV0339;SPC MT       -   238,730.      598,120.      MT  (+/- 180 meters Scaled)
 RV0339
 RV0339                          SUPERSEDED SURVEY CONTROL
 RV0339
 RV0339  NGVD 29 (??/??/92) 1303.988  (m)         4278.17   (f) ADJ UNCH    2 0
 RV0339
 RV0339.Superseded values are not recommended for survey control.
 RV0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0339.See file dsdata.txt to determine how the superseded data were derived.
 RV0339
 RV0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS134393(NAD 83)
 RV0339_MARKER: DR = REFERENCE MARK DISK
 RV0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0339_STAMPING: K 5 W NO. 2 1961
 RV0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0339+STABILITY: SURFACE MOTION
 RV0339
 RV0339  HISTORY     - Date     Condition        Report By
 RV0339  HISTORY     - 1961     MONUMENTED       CGS
 RV0339
 RV0339                          STATION DESCRIPTION
 RV0339
 RV0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0339'3.85 MI N FROM SHAWMUT.
 RV0339'3.65 MILES NORTH ALONG HEDGESVILLE ROAD FROM THE JUNCTION OF U.S.
 RV0339'HIGHWAY 12 AT SHAWMUT, THENCE 0.2 MILE EAST ACROSS COUNTRY, 126.7 FEET
 RV0339'SOUTH OF K 5 W R.M.1, 77 FEET SOUTHEAST OF K 5 W, AND SET IN THE TOP
 RV0339'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0266 ***********************************************************************
 TN0266  DESIGNATION -  K 50
 TN0266  PID         -  TN0266
 TN0266  STATE/COUNTY-  MT/LINCOLN
 TN0266  USGS QUAD   -  VERMICULITE MOUNTAIN (1983)
 TN0266
 TN0266                         *CURRENT SURVEY CONTROL
 TN0266  ___________________________________________________________________
 TN0266* NAD 83(1986)-  48 23 18.     (N)    115 27 13.     (W)     SCALED    
 TN0266* NAVD 88     -       638.212  (meters)    2093.87   (feet)  ADJUSTED  
 TN0266  ___________________________________________________________________
 TN0266  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 TN0266  DYNAMIC HT  -         638.228 (meters)    2093.92  (feet)  COMP
 TN0266  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 TN0266
 TN0266  VERT ORDER  -  FIRST     CLASS II
 TN0266
 TN0266.The horizontal coordinates were scaled from a topographic map and have
 TN0266.an estimated accuracy of +/- 6 seconds.
 TN0266
 TN0266.The orthometric height was determined by differential leveling
 TN0266.and adjusted by the National Geodetic Survey in June 1991..
 TN0266
 TN0266.The geoid height was determined by GEOID03.
 TN0266
 TN0266.The dynamic height is computed by dividing the NAVD 88
 TN0266.geopotential number by the normal gravity value computed on the
 TN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0266.degrees latitude (g = 980.6199 gals.).
 TN0266
 TN0266.The modeled gravity was interpolated from observed gravity values.
 TN0266
 TN0266;                    North         East    Units  Estimated Accuracy
 TN0266;SPC MT       -   476,600.      159,620.      MT  (+/- 180 meters Scaled)
 TN0266
 TN0266                          SUPERSEDED SURVEY CONTROL
 TN0266
 TN0266  NGVD 29 (??/??/92)  637.019  (m)         2089.95   (f) ADJ UNCH    1 2
 TN0266
 TN0266.Superseded values are not recommended for survey control.
 TN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0266.See file dsdata.txt to determine how the superseded data were derived.
 TN0266
 TN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP144606(NAD 83)
 TN0266_MARKER: DB = BENCH MARK DISK
 TN0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0266_STAMPING: K 50 1933
 TN0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0266+STABILITY: SURFACE MOTION
 TN0266
 TN0266  HISTORY     - Date     Condition        Report By
 TN0266  HISTORY     - 1933     MONUMENTED       CGS
 TN0266  HISTORY     - 1963     MARK NOT FOUND   USGS
 TN0266
 TN0266                          STATION DESCRIPTION
 TN0266
 TN0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TN0266'6.5 MI E FROM LIBBY.
 TN0266'6.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0266'LIBBY, LINCOLN COUNTY, 25 RAILS NORTHWEST OF MILEPOST 1329, 18 RAILS
 TN0266'NORTHWEST OF THE STATION SIGN AT RIPLEY, 210 FEET SOUTH EAST OF
 TN0266'SEMAPHORES 1329.1 AND 1329.2, 155 FEET SOUTHEAST OF A SWITCH STAND, 42
 TN0266'FEET NORTHEAST OF THE TRACK, AND 24 FEET NORTHWEST OF A RAILROAD
 TN0266'TELEPHONE BOOTH.  A STANDARD DISK, STAMPED K 50 1933 AND SET IN THE
 TN0266'TOP OF A CONCRETE POST.  NOTE-- FIRE LANE HAS BEEN CUT UP TO 45 FT
 TN0266'FROM CENTERLINE OF TRACKS.
 TN0266
 TN0266                          STATION RECOVERY (1963)
 TN0266
 TN0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TN0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0749 ***********************************************************************
 TM0749  DESIGNATION -  K 500
 TM0749  PID         -  TM0749
 TM0749  STATE/COUNTY-  MT/FLATHEAD
 TM0749  USGS QUAD   -  STANTON LAKE (1994)
 TM0749
 TM0749                         *CURRENT SURVEY CONTROL
 TM0749  ___________________________________________________________________
 TM0749* NAD 83(1986)-  48 23 16.     (N)    113 42 00.     (W)     SCALED    
 TM0749* NAVD 88     -      1105.940  (meters)    3628.40   (feet)  ADJUSTED  
 TM0749  ___________________________________________________________________
 TM0749  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 TM0749  DYNAMIC HT  -        1105.886 (meters)    3628.23  (feet)  COMP
 TM0749  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 TM0749
 TM0749  VERT ORDER  -  FIRST     CLASS II
 TM0749
 TM0749.The horizontal coordinates were scaled from a topographic map and have
 TM0749.an estimated accuracy of +/- 6 seconds.
 TM0749
 TM0749.The orthometric height was determined by differential leveling
 TM0749.and adjusted by the National Geodetic Survey in June 1991..
 TM0749
 TM0749.The geoid height was determined by GEOID03.
 TM0749
 TM0749.The dynamic height is computed by dividing the NAVD 88
 TM0749.geopotential number by the normal gravity value computed on the
 TM0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0749.degrees latitude (g = 980.6199 gals.).
 TM0749
 TM0749.The modeled gravity was interpolated from observed gravity values.
 TM0749
 TM0749;                    North         East    Units  Estimated Accuracy
 TM0749;SPC MT       -   468,130.      289,180.      MT  (+/- 180 meters Scaled)
 TM0749
 TM0749                          SUPERSEDED SURVEY CONTROL
 TM0749
 TM0749.No superseded survey control is available for this station.
 TM0749
 TM0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU001629(NAD 83)
 TM0749_MARKER: DB = BENCH MARK DISK
 TM0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TM0749_SP_SET: STAINLESS STEEL ROD
 TM0749_STAMPING: K 500 1979
 TM0749_PROJECTION: FLUSH
 TM0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0749_ROD/PIPE-DEPTH: 7.62 meters
 TM0749
 TM0749  HISTORY     - Date     Condition        Report By
 TM0749  HISTORY     - 1979     MONUMENTED       NGS
 TM0749
 TM0749                          STATION DESCRIPTION
 TM0749
 TM0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TM0749'17.3 MI SE FROM WEST GLACIER.
 TM0749'17.35 MILES SOUTHEAST ALONG U. S. HIGHWAY 2 FROM THE ENTRANCE ROAD TO
 TM0749'GLACIER NATIONAL PARK AT WEST GLACIER, AT MILE POST 171, IN LINE WITH
 TM0749'A ROW OF POWERLINE POLES, 74 FEET SOUTHEAST OF MILE POST 171, 64.5
 TM0749'FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 2, 38 FEET SOUTHWEST OF
 TM0749'THE SOUTHWEST END OF A 24-INCH CONCRETE PIPE CULVERT AND 3 FEET
 TM0749'NORTHWEST OF A POWERLINE POLE.
 TM0749'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 TM0749'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0478 ***********************************************************************
 TN0478  DESIGNATION -  K 501
 TN0478  PID         -  TN0478
 TN0478  STATE/COUNTY-  MT/FLATHEAD
 TN0478  USGS QUAD   -  BEAVER LAKE (1994)
 TN0478
 TN0478                         *CURRENT SURVEY CONTROL
 TN0478  ___________________________________________________________________
 TN0478* NAD 83(1986)-  48 23 52.     (N)    114 25 21.     (W)     SCALED    
 TN0478* NAVD 88     -       949.251  (meters)    3114.33   (feet)  ADJUSTED  
 TN0478  ___________________________________________________________________
 TN0478  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TN0478  DYNAMIC HT  -         949.262 (meters)    3114.37  (feet)  COMP
 TN0478  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 TN0478
 TN0478  VERT ORDER  -  FIRST     CLASS II
 TN0478
 TN0478.The horizontal coordinates were scaled from a topographic map and have
 TN0478.an estimated accuracy of +/- 6 seconds.
 TN0478
 TN0478.The orthometric height was determined by differential leveling
 TN0478.and adjusted by the National Geodetic Survey in June 1991..
 TN0478
 TN0478.The geoid height was determined by GEOID03.
 TN0478
 TN0478.The dynamic height is computed by dividing the NAVD 88
 TN0478.geopotential number by the normal gravity value computed on the
 TN0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0478.degrees latitude (g = 980.6199 gals.).
 TN0478
 TN0478.The modeled gravity was interpolated from observed gravity values.
 TN0478
 TN0478;                    North         East    Units  Estimated Accuracy
 TN0478;SPC MT       -   472,360.      235,840.      MT  (+/- 180 meters Scaled)
 TN0478
 TN0478                          SUPERSEDED SURVEY CONTROL
 TN0478
 TN0478.No superseded survey control is available for this station.
 TN0478
 TN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP907637(NAD 83)
 TN0478_MARKER: DB = BENCH MARK DISK
 TN0478_SETTING: 66 = SET IN ROCK OUTCROP
 TN0478_SP_SET: ROCK OUTCROP
 TN0478_STAMPING: K 501 1979
 TN0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0478+STABILITY: POSITION/ELEVATION WELL
 TN0478
 TN0478  HISTORY     - Date     Condition        Report By
 TN0478  HISTORY     - 1979     MONUMENTED       NGS
 TN0478
 TN0478                          STATION DESCRIPTION
 TN0478
 TN0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0478'4.35 MI NW FROM WHITEFISH.
 TN0478'4.35 MILES NORTHWESTERLY ALONG US HIGHWAY 93 FROM THE JUNCTION OF
 TN0478'SPOKANE AVENUE IN WHITEFISH, SET 27 FEET NORTHWEST OF THE CENTERLINE
 TN0478'OF HIGHWAY 93 IN A MASSIVE ROCK OUTCROP OF A HIGHWAY CUT, 44 FEET
 TN0478'SOUTHWEST OF POWERLINE POLE NO. 057802.
 TN0478'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 TN0478'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0507 ***********************************************************************
 TN0507  DESIGNATION -  K 502
 TN0507  PID         -  TN0507
 TN0507  STATE/COUNTY-  MT/FLATHEAD
 TN0507  USGS QUAD   -  BULL LAKE (1983)
 TN0507
 TN0507                         *CURRENT SURVEY CONTROL
 TN0507  ___________________________________________________________________
 TN0507* NAD 83(1986)-  48 39 32.     (N)    114 44 42.     (W)     SCALED    
 TN0507* NAVD 88     -      1006.944  (meters)    3303.62   (feet)  ADJUSTED  
 TN0507  ___________________________________________________________________
 TN0507  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 TN0507  DYNAMIC HT  -        1006.958 (meters)    3303.66  (feet)  COMP
 TN0507  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 TN0507
 TN0507  VERT ORDER  -  FIRST     CLASS II
 TN0507
 TN0507.The horizontal coordinates were scaled from a topographic map and have
 TN0507.an estimated accuracy of +/- 6 seconds.
 TN0507
 TN0507.The orthometric height was determined by differential leveling
 TN0507.and adjusted by the National Geodetic Survey in June 1991..
 TN0507
 TN0507.The geoid height was determined by GEOID03.
 TN0507
 TN0507.The dynamic height is computed by dividing the NAVD 88
 TN0507.geopotential number by the normal gravity value computed on the
 TN0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0507.degrees latitude (g = 980.6199 gals.).
 TN0507
 TN0507.The modeled gravity was interpolated from observed gravity values.
 TN0507
 TN0507;                    North         East    Units  Estimated Accuracy
 TN0507;SPC MT       -   502,870.      213,960.      MT  (+/- 180 meters Scaled)
 TN0507
 TN0507                          SUPERSEDED SURVEY CONTROL
 TN0507
 TN0507.No superseded survey control is available for this station.
 TN0507
 TN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP660919(NAD 83)
 TN0507_MARKER: DB = BENCH MARK DISK
 TN0507_SETTING: 66 = SET IN ROCK OUTCROP
 TN0507_SP_SET: ROCK OUTCROP
 TN0507_STAMPING: K 502 1979
 TN0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0507+STABILITY: POSITION/ELEVATION WELL
 TN0507
 TN0507  HISTORY     - Date     Condition        Report By
 TN0507  HISTORY     - 1979     MONUMENTED       NGS
 TN0507
 TN0507                          STATION DESCRIPTION
 TN0507
 TN0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0507'22.3 MI SE FROM EUREKA.
 TN0507'22.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN
 TN0507'EUREKA, 0.1 MILE SOUTHEAST OF THE LINCOLN-FLATHEAD COUNTY LINE, SET
 TN0507'IN THE TOP OF AND 1 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF A ROCK
 TN0507'LEDGE IN THE APPROXIMATE CENTER OF A LONG ROCK CUT FOR THE HIGHWAY,
 TN0507'26 FEET EAST OF THE CENTERLINE OF HIGHWAY 93, 5 FEET EAST OF POWER
 TN0507'LINE POLE 066841 AND 1 FOOT ABOVE THE BASE OF THE WITNESS POST.
 TN0507'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 TN0507'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0545 ***********************************************************************
 TN0545  DESIGNATION -  K 503
 TN0545  PID         -  TN0545
 TN0545  STATE/COUNTY-  MT/LINCOLN
 TN0545  USGS QUAD   -  EUREKA NORTH (1983)
 TN0545
 TN0545                         *CURRENT SURVEY CONTROL
 TN0545  ___________________________________________________________________
 TN0545* NAD 83(1986)-  48 59 23.     (N)    115 03 27.     (W)     SCALED    
 TN0545* NAVD 88     -       827.211  (meters)    2713.94   (feet)  ADJUSTED  
 TN0545  ___________________________________________________________________
 TN0545  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TN0545  DYNAMIC HT  -         827.267 (meters)    2714.13  (feet)  COMP
 TN0545  MODELED GRAV-     980,651.2   (mgal)                       NAVD 88
 TN0545
 TN0545  VERT ORDER  -  FIRST     CLASS II
 TN0545
 TN0545.The horizontal coordinates were scaled from a topographic map and have
 TN0545.an estimated accuracy of +/- 6 seconds.
 TN0545
 TN0545.The orthometric height was determined by differential leveling
 TN0545.and adjusted by the National Geodetic Survey in June 1991..
 TN0545
 TN0545.The geoid height was determined by GEOID03.
 TN0545
 TN0545.The dynamic height is computed by dividing the NAVD 88
 TN0545.geopotential number by the normal gravity value computed on the
 TN0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0545.degrees latitude (g = 980.6199 gals.).
 TN0545
 TN0545.The modeled gravity was interpolated from observed gravity values.
 TN0545
 TN0545;                    North         East    Units  Estimated Accuracy
 TN0545;SPC MT       -   541,150.      193,610.      MT  (+/- 180 meters Scaled)
 TN0545
 TN0545                          SUPERSEDED SURVEY CONTROL
 TN0545
 TN0545.No superseded survey control is available for this station.
 TN0545
 TN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ421281(NAD 83)
 TN0545_MARKER: DB = BENCH MARK DISK
 TN0545_SETTING: 66 = SET IN ROCK OUTCROP
 TN0545_SP_SET: ROCK OUTCROP
 TN0545_STAMPING: K 503 1979
 TN0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0545+STABILITY: POSITION/ELEVATION WELL
 TN0545
 TN0545  HISTORY     - Date     Condition        Report By
 TN0545  HISTORY     - 1979     MONUMENTED       NGS
 TN0545
 TN0545                          STATION DESCRIPTION
 TN0545
 TN0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0545'7.6 MI NORTH FROM EUREKA.
 TN0545'7.65 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0545'SET IN TOP OF ROCK OUTCROP, 0.2 MILE SOUTH OF HIGHWAY MILE POST 187,
 TN0545'31.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 30 FEET WEST OF
 TN0545'A FENCE LINE.
 TN0545'THE MARK IS 1 FT  S FROM A WITNESS POST.
 TN0545'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0637 ***********************************************************************
 TN0637  DESIGNATION -  K 504
 TN0637  PID         -  TN0637
 TN0637  STATE/COUNTY-  MT/LINCOLN
 TN0637  USGS QUAD   -  WEBB MOUNTAIN (1983)
 TN0637
 TN0637                         *CURRENT SURVEY CONTROL
 TN0637  ___________________________________________________________________
 TN0637* NAD 83(1986)-  48 45 00.     (N)    115 17 34.     (W)     SCALED    
 TN0637* NAVD 88     -       821.403  (meters)    2694.89   (feet)  ADJUSTED  
 TN0637  ___________________________________________________________________
 TN0637  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 TN0637  DYNAMIC HT  -         821.454 (meters)    2695.05  (feet)  COMP
 TN0637  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 TN0637
 TN0637  VERT ORDER  -  FIRST     CLASS II
 TN0637
 TN0637.The horizontal coordinates were scaled from a topographic map and have
 TN0637.an estimated accuracy of +/- 6 seconds.
 TN0637
 TN0637.The orthometric height was determined by differential leveling
 TN0637.and adjusted by the National Geodetic Survey in June 1991..
 TN0637
 TN0637.The geoid height was determined by GEOID03.
 TN0637
 TN0637.The dynamic height is computed by dividing the NAVD 88
 TN0637.geopotential number by the normal gravity value computed on the
 TN0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0637.degrees latitude (g = 980.6199 gals.).
 TN0637
 TN0637.The modeled gravity was interpolated from observed gravity values.
 TN0637
 TN0637;                    North         East    Units  Estimated Accuracy
 TN0637;SPC MT       -   515,810.      174,460.      MT  (+/- 180 meters Scaled)
 TN0637
 TN0637                          SUPERSEDED SURVEY CONTROL
 TN0637
 TN0637.No superseded survey control is available for this station.
 TN0637
 TN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ254010(NAD 83)
 TN0637_MARKER: DB = BENCH MARK DISK
 TN0637_SETTING: 66 = SET IN ROCK OUTCROP
 TN0637_SP_SET: ROCK OUTCROP
 TN0637_STAMPING: K 504 1979
 TN0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0637+STABILITY: POSITION/ELEVATION WELL
 TN0637
 TN0637  HISTORY     - Date     Condition        Report By
 TN0637  HISTORY     - 1979     MONUMENTED       NGS
 TN0637
 TN0637                          STATION DESCRIPTION
 TN0637
 TN0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TN0637'21.0 MI SW FROM EUREKA.
 TN0637'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0637'THENCE 19.05 MILES SOUTHWEST ALONG STATE HIGHWAY 37, SET IN THE TOP
 TN0637'CENTER OF A SMALL BEDROCK HIGHWAY CUT, 55.5 FEET NORTHWEST OF THE
 TN0637'CENTERLINE OF THE HIGHWAY AND 89.5 FEET NORTHWEST OF AND ACROSS THE
 TN0637'HIGHWAY FROM MILE POST 48.
 TN0637'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 TN0637'THE MARK IS 4 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0661 ***********************************************************************
 TN0661  DESIGNATION -  K 505
 TN0661  PID         -  TN0661
 TN0661  STATE/COUNTY-  MT/LINCOLN
 TN0661  USGS QUAD   -  VOLCOUR GULCH (1983)
 TN0661
 TN0661                         *CURRENT SURVEY CONTROL
 TN0661  ___________________________________________________________________
 TN0661* NAD 83(1986)-  48 31 55.     (N)    115 13 47.     (W)     SCALED    
 TN0661* NAVD 88     -       799.750  (meters)    2623.85   (feet)  ADJUSTED  
 TN0661  ___________________________________________________________________
 TN0661  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 TN0661  DYNAMIC HT  -         799.812 (meters)    2624.05  (feet)  COMP
 TN0661  MODELED GRAV-     980,661.7   (mgal)                       NAVD 88
 TN0661
 TN0661  VERT ORDER  -  FIRST     CLASS II
 TN0661
 TN0661.The horizontal coordinates were scaled from a topographic map and have
 TN0661.an estimated accuracy of +/- 6 seconds.
 TN0661
 TN0661.The orthometric height was determined by differential leveling
 TN0661.and adjusted by the National Geodetic Survey in June 1991..
 TN0661
 TN0661.The geoid height was determined by GEOID03.
 TN0661
 TN0661.The dynamic height is computed by dividing the NAVD 88
 TN0661.geopotential number by the normal gravity value computed on the
 TN0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0661.degrees latitude (g = 980.6199 gals.).
 TN0661
 TN0661.The modeled gravity was interpolated from observed gravity values.
 TN0661
 TN0661;                    North         East    Units  Estimated Accuracy
 TN0661;SPC MT       -   491,290.      177,320.      MT  (+/- 180 meters Scaled)
 TN0661
 TN0661                          SUPERSEDED SURVEY CONTROL
 TN0661
 TN0661.No superseded survey control is available for this station.
 TN0661
 TN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP306769(NAD 83)
 TN0661_MARKER: DB = BENCH MARK DISK
 TN0661_SETTING: 66 = SET IN ROCK OUTCROP
 TN0661_SP_SET: ROCK OUTCROP
 TN0661_STAMPING: K 505 1980
 TN0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0661+STABILITY: POSITION/ELEVATION WELL
 TN0661
 TN0661  HISTORY     - Date     Condition        Report By
 TN0661  HISTORY     - 1980     MONUMENTED       NGS
 TN0661
 TN0661                          STATION DESCRIPTION
 TN0661
 TN0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0661'46.1 KM NE FROM LIBBY.
 TN0661'46.1 KILOMETERS (28.4 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0661'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, 0.6 KILOMETER (0.4 MILE)
 TN0661'NORTHEAST IF HIGHWAY MILEPOST 28, 0.1 KILOMETER (0.05 MILE)
 TN0661'EAST OF THE CENTERLINE OF A RAVINE, SET IN TOP OF A LOW SHORT
 TN0661'BEDROCK HIGHWAY CUT, 25.9 METERS (85.0 FEET) EAST OF THE EAST END
 TN0661'OF A STEEL GUARDRAIL ANCHORED IN THE GROUND, 18.0 METERS (59.0 FEET)
 TN0661'NORTH OF THE CENTERLINE OD THE HIGHWAY, 9.6 METERS (31.5 FEET) EAST
 TN0661'OF A CONCRETE HIGHWAY STATION MARK NUMBER 1500, 7.0 METERS (23.0 FEET)
 TN0661'SOUTH OF THE SOUTH EDGE OF A FIR FOREST.
 TN0661'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TN0661'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0690 ***********************************************************************
 TN0690  DESIGNATION -  K 506
 TN0690  PID         -  TN0690
 TN0690  STATE/COUNTY-  MT/LINCOLN
 TN0690  USGS QUAD   -  VERMICULITE MOUNTAIN (1983)
 TN0690
 TN0690                         *CURRENT SURVEY CONTROL
 TN0690  ___________________________________________________________________
 TN0690* NAD 83(1986)-  48 25 07.     (N)    115 28 29.     (W)     SCALED    
 TN0690* NAVD 88     -       640.982  (meters)    2102.96   (feet)  ADJUSTED  
 TN0690  ___________________________________________________________________
 TN0690  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TN0690  DYNAMIC HT  -         641.022 (meters)    2103.09  (feet)  COMP
 TN0690  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 TN0690
 TN0690  VERT ORDER  -  FIRST     CLASS II
 TN0690
 TN0690.The horizontal coordinates were scaled from a topographic map and have
 TN0690.an estimated accuracy of +/- 6 seconds.
 TN0690
 TN0690.The orthometric height was determined by differential leveling
 TN0690.and adjusted by the National Geodetic Survey in June 1991..
 TN0690
 TN0690.The geoid height was determined by GEOID03.
 TN0690
 TN0690.The dynamic height is computed by dividing the NAVD 88
 TN0690.geopotential number by the normal gravity value computed on the
 TN0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0690.degrees latitude (g = 980.6199 gals.).
 TN0690
 TN0690.The modeled gravity was interpolated from observed gravity values.
 TN0690
 TN0690;                    North         East    Units  Estimated Accuracy
 TN0690;SPC MT       -   480,080.      158,320.      MT  (+/- 180 meters Scaled)
 TN0690
 TN0690                          SUPERSEDED SURVEY CONTROL
 TN0690
 TN0690.No superseded survey control is available for this station.
 TN0690
 TN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP128639(NAD 83)
 TN0690_MARKER: DB = BENCH MARK DISK
 TN0690_SETTING: 66 = SET IN ROCK OUTCROP
 TN0690_SP_SET: ROCK OUTCROP
 TN0690_STAMPING: K 506 1980
 TN0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0690+STABILITY: POSITION/ELEVATION WELL
 TN0690
 TN0690  HISTORY     - Date     Condition        Report By
 TN0690  HISTORY     - 1980     MONUMENTED       NGS
 TN0690
 TN0690                          STATION DESCRIPTION
 TN0690
 TN0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0690'7.3 KM NE FROM LIBBY.
 TN0690'7.3 KILOMETERS (4.5 MILES) NORTHEAST ALONG STATE HIGHWAY 37 FROM
 TN0690'THE JUNCTION OF US HIGHWAY 2 IN LIBBY, AT THE EAST END OF A SHORT
 TN0690'STRAIGHT STRETCH OF HIGHWAY. SET IN THE FOOT OF A MASSIVE BEDROCK
 TN0690'HIGHWAY CUT, 10.3 METERS (33.5 FEET) NORTH OF THE CENTERLINE OF THE
 TN0690'HIGHWAY, 3.9 METERS (12.7 FEET) NORTHWEST OF A POWER LINE POLE,
 TN0690'0.3 METER (1.0 FEET) ABOVE THE BASE OF THE WITNESS POST.
 TN0690'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TN0690'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0746 ***********************************************************************
 SU0746  DESIGNATION -  K 507
 SU0746  PID         -  SU0746
 SU0746  STATE/COUNTY-  MT/LAKE
 SU0746  USGS QUAD   -  RAVALLI (1964)
 SU0746
 SU0746                         *CURRENT SURVEY CONTROL
 SU0746  ___________________________________________________________________
 SU0746* NAD 83(1986)-  47 16 44.     (N)    114 11 02.     (W)     SCALED    
 SU0746* NAVD 88     -       823.194  (meters)    2700.76   (feet)  ADJUSTED  
 SU0746  ___________________________________________________________________
 SU0746  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 SU0746  DYNAMIC HT  -         823.135 (meters)    2700.57  (feet)  COMP
 SU0746  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 SU0746
 SU0746  VERT ORDER  -  FIRST     CLASS II
 SU0746
 SU0746.The horizontal coordinates were scaled from a topographic map and have
 SU0746.an estimated accuracy of +/- 6 seconds.
 SU0746
 SU0746.The orthometric height was determined by differential leveling
 SU0746.and adjusted by the National Geodetic Survey in June 1991..
 SU0746
 SU0746.The geoid height was determined by GEOID03.
 SU0746
 SU0746.The dynamic height is computed by dividing the NAVD 88
 SU0746.geopotential number by the normal gravity value computed on the
 SU0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0746.degrees latitude (g = 980.6199 gals.).
 SU0746
 SU0746.The modeled gravity was interpolated from observed gravity values.
 SU0746
 SU0746;                    North         East    Units  Estimated Accuracy
 SU0746;SPC MT       -   347,150.      246,040.      MT  (+/- 180 meters Scaled)
 SU0746
 SU0746                          SUPERSEDED SURVEY CONTROL
 SU0746
 SU0746.No superseded survey control is available for this station.
 SU0746
 SU0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN129400(NAD 83)
 SU0746_MARKER: I = METAL ROD
 SU0746_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SU0746_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SU0746_STAMPING: K 507 1979
 SU0746_PROJECTION: FLUSH
 SU0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0746+STABILITY: POSITION/ELEVATION WELL
 SU0746_ROD/PIPE-DEPTH: 10.7 meters
 SU0746_SLEEVE-DEPTH  : 5.49 meters
 SU0746
 SU0746  HISTORY     - Date     Condition        Report By
 SU0746  HISTORY     - 1979     MONUMENTED       NGS
 SU0746
 SU0746                          STATION DESCRIPTION
 SU0746
 SU0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SU0746'IN RAVALLI.
 SU0746'AT THE SOUTHWEST CORNER OF THE JUNCTION OF STATE ROUTE 200
 SU0746'AND U.S. HIGHWAY 93,109 FEET
 SU0746'EAST OF EXTENDED CENTER OF GRAVEL ROAD TO ONE-STORY HOUSE, 37 FEET
 SU0746'SOUTH OF CENTER OF TURN LANE, 27 FEET NORTH OF CENTER OF GRAVEL
 SU0746'ROAD, 7 FEET NORTH-NORTHEAST OF POWER POLE WITH TRANSFORMER, AND 6
 SU0746'FEET SOUTH-SOUTHWEST OF LAMP POLE.
 SU0746'THE MARK IS 1 FT  S FROM A WITNESS POST.
 SU0746'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0788 ***********************************************************************
 RX0788  DESIGNATION -  K 508
 RX0788  PID         -  RX0788
 RX0788  STATE/COUNTY-  MT/SILVER BOW
 RX0788  USGS QUAD   -  BUTTE NORTH (1996)
 RX0788
 RX0788                         *CURRENT SURVEY CONTROL
 RX0788  ___________________________________________________________________
 RX0788* NAD 83(1986)-  46 00 14.     (N)    112 33 59.     (W)     SCALED    
 RX0788* NAVD 88     -      1689.375  (meters)    5542.56   (feet)  ADJUSTED  
 RX0788  ___________________________________________________________________
 RX0788  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 RX0788  DYNAMIC HT  -        1688.709 (meters)    5540.37  (feet)  COMP
 RX0788  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 RX0788
 RX0788  VERT ORDER  -  FIRST     CLASS II
 RX0788
 RX0788.The horizontal coordinates were scaled from a topographic map and have
 RX0788.an estimated accuracy of +/- 6 seconds.
 RX0788
 RX0788.The orthometric height was determined by differential leveling
 RX0788.and adjusted by the National Geodetic Survey in June 1991..
 RX0788
 RX0788.The geoid height was determined by GEOID03.
 RX0788
 RX0788.The dynamic height is computed by dividing the NAVD 88
 RX0788.geopotential number by the normal gravity value computed on the
 RX0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0788.degrees latitude (g = 980.6199 gals.).
 RX0788
 RX0788.The modeled gravity was interpolated from observed gravity values.
 RX0788
 RX0788;                    North         East    Units  Estimated Accuracy
 RX0788;SPC MT       -   199,560.      362,650.      MT  (+/- 180 meters Scaled)
 RX0788
 RX0788                          SUPERSEDED SURVEY CONTROL
 RX0788
 RX0788.No superseded survey control is available for this station.
 RX0788
 RX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR787956(NAD 83)
 RX0788_MARKER: DB = BENCH MARK DISK
 RX0788_SETTING: 66 = SET IN ROCK OUTCROP
 RX0788_SP_SET: ROCK OUTCROP
 RX0788_STAMPING: K 508 1979
 RX0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0788+STABILITY: POSITION/ELEVATION WELL
 RX0788
 RX0788  HISTORY     - Date     Condition        Report By
 RX0788  HISTORY     - 1979     MONUMENTED       NGS
 RX0788  HISTORY     - 1979     GOOD             NGS
 RX0788
 RX0788                          STATION DESCRIPTION
 RX0788
 RX0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RX0788'1.9 MI WEST FROM BUTTE.
 RX0788'1.9 MILES WEST ALONG INTERSTATE 90 FROM THE MONTANA STREET UNDERPASS
 RX0788'AT BUTTE, SET IN TOP OF A ROCK OUTCROP,
 RX0788'0.1 MILE NORTHWEST OF AN OVERPASS,
 RX0788'0.4 MILE EAST OF HIGHWAY MILE POST 124, 36 FEET NORTHEAST OF THE
 RX0788'CENTERLINE OF THE WESTBOUND LANES, 180 FEET NORTHWEST OF A HIGHWAY
 RX0788'MERGE SIGN AND 20 FEET SOUTHEAST OF A HIGHWAY SIGN READING WRONG WAY.
 RX0788'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 RX0788'THE MARK IS 1 FT ABOVE WESTBOUND LANES.
 RX0788
 RX0788                          STATION RECOVERY (1979)
 RX0788
 RX0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0786 ***********************************************************************
 SU0786  DESIGNATION -  K 509
 SU0786  PID         -  SU0786
 SU0786  STATE/COUNTY-  MT/MINERAL
 SU0786  USGS QUAD   -  STARK SOUTH (1983)
 SU0786
 SU0786                         *CURRENT SURVEY CONTROL
 SU0786  ___________________________________________________________________
 SU0786* NAD 83(1986)-  47 00 47.     (N)    114 32 34.     (W)     SCALED    
 SU0786* NAVD 88     -       911.260  (meters)    2989.69   (feet)  ADJUSTED  
 SU0786  ___________________________________________________________________
 SU0786  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 SU0786  DYNAMIC HT  -         911.145 (meters)    2989.31  (feet)  COMP
 SU0786  MODELED GRAV-     980,457.1   (mgal)                       NAVD 88
 SU0786
 SU0786  VERT ORDER  -  FIRST     CLASS II
 SU0786
 SU0786.The horizontal coordinates were scaled from a topographic map and have
 SU0786.an estimated accuracy of +/- 6 seconds.
 SU0786
 SU0786.The orthometric height was determined by differential leveling
 SU0786.and adjusted by the National Geodetic Survey in June 1991..
 SU0786
 SU0786.The geoid height was determined by GEOID03.
 SU0786
 SU0786.The dynamic height is computed by dividing the NAVD 88
 SU0786.geopotential number by the normal gravity value computed on the
 SU0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0786.degrees latitude (g = 980.6199 gals.).
 SU0786
 SU0786.The modeled gravity was interpolated from observed gravity values.
 SU0786
 SU0786;                    North         East    Units  Estimated Accuracy
 SU0786;SPC MT       -   319,360.      217,060.      MT  (+/- 180 meters Scaled)
 SU0786
 SU0786                          SUPERSEDED SURVEY CONTROL
 SU0786
 SU0786.No superseded survey control is available for this station.
 SU0786
 SU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN867095(NAD 83)
 SU0786_MARKER: DB = BENCH MARK DISK
 SU0786_SETTING: 66 = SET IN ROCK OUTCROP
 SU0786_SP_SET: ROCK OUTCROP
 SU0786_STAMPING: K 509 1980
 SU0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0786+STABILITY: POSITION/ELEVATION WELL
 SU0786
 SU0786  HISTORY     - Date     Condition        Report By
 SU0786  HISTORY     - 1980     MONUMENTED       NGS
 SU0786
 SU0786                          STATION DESCRIPTION
 SU0786
 SU0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0786'4.9 KM WEST FROM ALBERTON.
 SU0786'4.9 KILOMETERS (3.05 MILES) NORTHWEST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0786'THE RAILROAD STREET OVERPASS IN ALBERTON, SET IN TOP OF A MASSIVE
 SU0786'ROCK OUTCROP AT THE NORTHEAST END OF A REST AREA FOR THE EAST-BOUND
 SU0786'TRAFFIC LANES, 116.1 METERS (381 FEET) SOUTHEAST OF THE CENTERLINE
 SU0786'OF THE WEST-BOUND LANES OF THE HIGHWAY (TO BE CONSTRUCTED), 120.7
 SU0786'METERS (396 FEET) NORTHEAST OF THE EAST CORNER OF THE REST AREA
 SU0786'FACILITIES BUILDING, 14.3 METERS (46.9 FEET) SOUTHWEST AND 4.0 METERS
 SU0786'(13.2 FEET) BELOW THE BASE OF A LONE PINE TREE ON TOP OF THE OUTCROP,
 SU0786'10.1 METERS (32.8 FEET) SOUTHEAST OF THE NORHTWEST END OF THE OUTCROP.
 SU0786'THE MARK IS 0.63 METERS  W FROM A WITNESS POST.
 SU0786'THE MARK IS ABOVE LEVEL WITH THE REST AREA PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0256 ***********************************************************************
 TN0256  DESIGNATION -  K 51
 TN0256  PID         -  TN0256
 TN0256  STATE/COUNTY-  MT/LINCOLN
 TN0256  USGS QUAD   -  REXFORD (1983)
 TN0256
 TN0256                         *CURRENT SURVEY CONTROL
 TN0256  ___________________________________________________________________
 TN0256* NAD 83(1986)-  48 53 42.     (N)    115 07 46.     (W)     SCALED    
 TN0256* NAVD 88     -       757.126  (meters)    2484.00   (feet)  ADJUSTED  
 TN0256  ___________________________________________________________________
 TN0256  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 TN0256  DYNAMIC HT  -         757.185 (meters)    2484.20  (feet)  COMP
 TN0256  MODELED GRAV-     980,664.9   (mgal)                       NAVD 88
 TN0256
 TN0256  VERT ORDER  -  FIRST     CLASS II
 TN0256
 TN0256.The horizontal coordinates were scaled from a topographic map and have
 TN0256.an estimated accuracy of +/- 6 seconds.
 TN0256
 TN0256.The orthometric height was determined by differential leveling
 TN0256.and adjusted by the National Geodetic Survey in June 1991..
 TN0256.WARNING-Repeat measurements at this control monument indicate possible
 TN0256.vertical movement.
 TN0256
 TN0256.The geoid height was determined by GEOID03.
 TN0256
 TN0256.The dynamic height is computed by dividing the NAVD 88
 TN0256.geopotential number by the normal gravity value computed on the
 TN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0256.degrees latitude (g = 980.6199 gals.).
 TN0256
 TN0256.The modeled gravity was interpolated from observed gravity values.
 TN0256
 TN0256;                    North         East    Units  Estimated Accuracy
 TN0256;SPC MT       -   531,020.      187,600.      MT  (+/- 180 meters Scaled)
 TN0256
 TN0256                          SUPERSEDED SURVEY CONTROL
 TN0256
 TN0256  NGVD 29 (??/??/92)  755.931  (m)         2480.08   (f) ADJ UNCH    1 2
 TN0256
 TN0256.Superseded values are not recommended for survey control.
 TN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0256.See file dsdata.txt to determine how the superseded data were derived.
 TN0256
 TN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ371174(NAD 83)
 TN0256_MARKER: DB = BENCH MARK DISK
 TN0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0256_SP_SET: BRIDGE ABUTMENT
 TN0256_STAMPING: K 51 1933
 TN0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0256
 TN0256  HISTORY     - Date     Condition        Report By
 TN0256  HISTORY     - 1933     MONUMENTED       CGS
 TN0256  HISTORY     - 1946     GOOD             NGS
 TN0256  HISTORY     - 1979     GOOD             NGS
 TN0256
 TN0256                          STATION DESCRIPTION
 TN0256
 TN0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TN0256'5.0 MI E FROM REXFORD.
 TN0256'5.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0256'REXFORD, LINCOLN COUNTY, 0.5 MILE EAST OF MILEPOST 1276, AT CONCRETE
 TN0256'BRIDGE NO. 147, IN THE TOP OF THE SOUTHWEST COPING STONE OF THE
 TN0256'ABUTMENT, AND 4.5 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED K
 TN0256'51 1933.
 TN0256
 TN0256                          STATION RECOVERY (1979)
 TN0256
 TN0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0256'2.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE TOWN HALL IN EUREKA,
 TN0256'THENCE 4.1 MILES WEST ALONG STATE HIGHWAY 37, THENCE 0.55 MILE
 TN0256'NORTHEAST ALONG A DIRT ROAD, SET IN TOP OF THE NORTH END OF THE WEST
 TN0256'ABUTMENT OF AN ABANDONED RAILROAD BRIDGE, 1 FOOT NORTH OF THE NORTH
 TN0256'EDGE OF THE BRIDGE AND 1 FOOT WEST OF THE EAST EDGE OF THE ABUTMENT.
 TN0256'THE MARK IS 10 FT ABOVE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0810 ***********************************************************************
 SU0810  DESIGNATION -  K 510
 SU0810  PID         -  SU0810
 SU0810  STATE/COUNTY-  MT/MINERAL
 SU0810  USGS QUAD   -  IDAHO GULCH (1985)
 SU0810
 SU0810                         *CURRENT SURVEY CONTROL
 SU0810  ___________________________________________________________________
 SU0810* NAD 83(1986)-  47 09 29.     (N)    114 50 20.     (W)     SCALED    
 SU0810* NAVD 88     -       848.204  (meters)    2782.82   (feet)  ADJUSTED  
 SU0810  ___________________________________________________________________
 SU0810  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 SU0810  DYNAMIC HT  -         848.120 (meters)    2782.54  (feet)  COMP
 SU0810  MODELED GRAV-     980,487.8   (mgal)                       NAVD 88
 SU0810
 SU0810  VERT ORDER  -  FIRST     CLASS II
 SU0810
 SU0810.The horizontal coordinates were scaled from a topographic map and have
 SU0810.an estimated accuracy of +/- 6 seconds.
 SU0810
 SU0810.The orthometric height was determined by differential leveling
 SU0810.and adjusted by the National Geodetic Survey in June 1991..
 SU0810
 SU0810.The geoid height was determined by GEOID03.
 SU0810
 SU0810.The dynamic height is computed by dividing the NAVD 88
 SU0810.geopotential number by the normal gravity value computed on the
 SU0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0810.degrees latitude (g = 980.6199 gals.).
 SU0810
 SU0810.The modeled gravity was interpolated from observed gravity values.
 SU0810
 SU0810;                    North         East    Units  Estimated Accuracy
 SU0810;SPC MT       -   336,920.      195,700.      MT  (+/- 180 meters Scaled)
 SU0810
 SU0810                          SUPERSEDED SURVEY CONTROL
 SU0810
 SU0810.No superseded survey control is available for this station.
 SU0810
 SU0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN638249(NAD 83)
 SU0810_MARKER: I = METAL ROD
 SU0810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0810_SP_SET: STAINLESS STEEL ROD
 SU0810_STAMPING: K 510 1980
 SU0810_PROJECTION: FLUSH
 SU0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0810_ROD/PIPE-DEPTH: 5.5  meters
 SU0810
 SU0810  HISTORY     - Date     Condition        Report By
 SU0810  HISTORY     - 1980     MONUMENTED       NGS
 SU0810
 SU0810                          STATION DESCRIPTION
 SU0810
 SU0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0810'5.7 KM SE FROM SUPERIOR.
 SU0810'5.7 KILOMETERS (3.55 MILES) SOUTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 SU0810'THE HIGHWAY BRIDGE OVER RIVER STREET IN SUPERIOR, 12.0 METERS (39.4
 SU0810'FEET) EAST OF HIGHWAY MILEPOST 51, 15.5 METERS (50.8 FEET) NORTHEAST
 SU0810'OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY, 17.2 METERS
 SU0810'(56.6 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE CHICAGO, MILWAUKEE,
 SU0810'ST. PAUL AND PACIFIC RAILWAY TRACKS, 0.9 METER (3.0 FEET) NORTHWEST
 SU0810'OF HIGHWAY SURVEY STATION MARKER NUMBER 420, 0.5 METER (1.6 FEET)
 SU0810'SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 SU0810'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 SU0810'THE MARK IS 0.4 M BELOW THE WEST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0831 ***********************************************************************
 SU0831  DESIGNATION -  K 511
 SU0831  PID         -  SU0831
 SU0831  STATE/COUNTY-  MT/MINERAL
 SU0831  USGS QUAD   -  SAINT REGIS (1988)
 SU0831
 SU0831                         *CURRENT SURVEY CONTROL
 SU0831  ___________________________________________________________________
 SU0831* NAD 83(1986)-  47 19 40.     (N)    115 03 25.     (W)     SCALED    
 SU0831* NAVD 88     -       801.483  (meters)    2629.53   (feet)  ADJUSTED  
 SU0831  ___________________________________________________________________
 SU0831  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 SU0831  DYNAMIC HT  -         801.426 (meters)    2629.35  (feet)  COMP
 SU0831  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 SU0831
 SU0831  VERT ORDER  -  FIRST     CLASS II
 SU0831
 SU0831.The horizontal coordinates were scaled from a topographic map and have
 SU0831.an estimated accuracy of +/- 6 seconds.
 SU0831
 SU0831.The orthometric height was determined by differential leveling
 SU0831.and adjusted by the National Geodetic Survey in June 1991..
 SU0831
 SU0831.The geoid height was determined by GEOID03.
 SU0831
 SU0831.The dynamic height is computed by dividing the NAVD 88
 SU0831.geopotential number by the normal gravity value computed on the
 SU0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0831.degrees latitude (g = 980.6199 gals.).
 SU0831
 SU0831.The modeled gravity was interpolated from observed gravity values.
 SU0831
 SU0831;                    North         East    Units  Estimated Accuracy
 SU0831;SPC MT       -   356,880.      180,550.      MT  (+/- 180 meters Scaled)
 SU0831
 SU0831                          SUPERSEDED SURVEY CONTROL
 SU0831
 SU0831.No superseded survey control is available for this station.
 SU0831
 SU0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN468434(NAD 83)
 SU0831_MARKER: I = METAL ROD
 SU0831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0831_SP_SET: STAINLESS STEEL ROD
 SU0831_STAMPING: K 511 1980
 SU0831_PROJECTION: FLUSH
 SU0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0831_ROD/PIPE-DEPTH: 4.5  meters
 SU0831
 SU0831  HISTORY     - Date     Condition        Report By
 SU0831  HISTORY     - 1980     MONUMENTED       NGS
 SU0831
 SU0831                          STATION DESCRIPTION
 SU0831
 SU0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0831'4.6 KM NE FROM ST REGIS.
 SU0831'0.1 KILOMETER (0.05 MILE) NORTHWEST ALONG MULLEN TRAIL ROAD FROM THE
 SU0831'POST OFFICE IN ST. REGIS, THENCE 4.5 KILOMETERS (2.8 MILES) NORTHEAST
 SU0831'ALONG STATE HIGHWAY 135 (CUTOFF ROAD), 0.2 KILOMETER (0.1 MILE)
 SU0831'SOUTHWEST OF HIGHWAY MILEPOST 3, AT BURLINGTON NORTHERN RAILWAY
 SU0831'SEMIPHORE 200.4, 18.0 METERS (59.0 FEET) SOUTHEAST OF THE CENTERLINE
 SU0831'OF THE HIGHWAY, 14.9 METERS (48.9 FEET) NORTHWEST OF THE NORTHWEST
 SU0831'RAIL OF THE TRACKS, 12.4 METERS (40.7 FEET) NORTHWEST OF THE WEST
 SU0831'CORNER OF THE SEMIPHORE BASE, 1.1 METERS (3.6 FEET) SOUTH A TELEGRAPH
 SU0831'POLE, 0.4 METER (1.3 FEET) NORTHWEST OF THE HIGHWAY RIGHT-OF-WAY
 SU0831'FENCE.
 SU0831'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 SU0831'THE MARK IS 3.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0357 ***********************************************************************
 TK0357  DESIGNATION -  K 512
 TK0357  PID         -  TK0357
 TK0357  STATE/COUNTY-  MT/BLAINE
 TK0357  USGS QUAD   -  GRABLE COULEE (1964)
 TK0357
 TK0357                         *CURRENT SURVEY CONTROL
 TK0357  ___________________________________________________________________
 TK0357* NAD 83(1986)-  48 31 11.     (N)    108 43 18.     (W)     SCALED    
 TK0357* NAVD 88     -       715.366  (meters)    2347.00   (feet)  ADJUSTED  
 TK0357  ___________________________________________________________________
 TK0357  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TK0357  DYNAMIC HT  -         715.457 (meters)    2347.30  (feet)  COMP
 TK0357  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 TK0357
 TK0357  VERT ORDER  -  FIRST     CLASS II
 TK0357
 TK0357.The horizontal coordinates were scaled from a topographic map and have
 TK0357.an estimated accuracy of +/- 6 seconds.
 TK0357
 TK0357.The orthometric height was determined by differential leveling
 TK0357.and adjusted by the National Geodetic Survey in June 1991..
 TK0357
 TK0357.The geoid height was determined by GEOID03.
 TK0357
 TK0357.The dynamic height is computed by dividing the NAVD 88
 TK0357.geopotential number by the normal gravity value computed on the
 TK0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0357.degrees latitude (g = 980.6199 gals.).
 TK0357
 TK0357.The modeled gravity was interpolated from observed gravity values.
 TK0357
 TK0357;                    North         East    Units  Estimated Accuracy
 TK0357;SPC MT       -   474,750.      657,480.      MT  (+/- 180 meters Scaled)
 TK0357
 TK0357                          SUPERSEDED SURVEY CONTROL
 TK0357
 TK0357.No superseded survey control is available for this station.
 TK0357
 TK0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU682765(NAD 83)
 TK0357_MARKER: DB = BENCH MARK DISK
 TK0357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0357_SP_SET: STAINLESS STEEL ROD
 TK0357_STAMPING: K 512 1979
 TK0357_PROJECTION: FLUSH
 TK0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0357_ROD/PIPE-DEPTH: 7.62 meters
 TK0357
 TK0357  HISTORY     - Date     Condition        Report By
 TK0357  HISTORY     - 1979     MONUMENTED       NGS
 TK0357
 TK0357                          STATION DESCRIPTION
 TK0357
 TK0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0357'3.1 MI EAST FROM HARLEM.
 TK0357'3.15 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0357'STATION IN HARLEM, 123 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 TK0357'TRACK, 25 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 1.3 FEET EAST OF
 TK0357'UTILITY POLE NUMBER 1, AND 0.5 FOOT NORTH OF A WIRE FENCE.
 TK0357'THE MARK IS 2.7 FT  W FROM A WITNESS POST.
 TK0357'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0341 ***********************************************************************
 TK0341  DESIGNATION -  K 513
 TK0341  PID         -  TK0341
 TK0341  STATE/COUNTY-  MT/BLAINE
 TK0341  USGS QUAD   -  CHINOOK (1964)
 TK0341
 TK0341                         *CURRENT SURVEY CONTROL
 TK0341  ___________________________________________________________________
 TK0341* NAD 83(1986)-  48 35 19.     (N)    109 08 50.     (W)     SCALED    
 TK0341* NAVD 88     -       730.343  (meters)    2396.13   (feet)  ADJUSTED  
 TK0341  ___________________________________________________________________
 TK0341  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TK0341  DYNAMIC HT  -         730.420 (meters)    2396.39  (feet)  COMP
 TK0341  MODELED GRAV-     980,693.3   (mgal)                       NAVD 88
 TK0341
 TK0341  VERT ORDER  -  FIRST     CLASS II
 TK0341
 TK0341.The horizontal coordinates were scaled from a topographic map and have
 TK0341.an estimated accuracy of +/- 6 seconds.
 TK0341
 TK0341.The orthometric height was determined by differential leveling
 TK0341.and adjusted by the National Geodetic Survey in June 1991..
 TK0341
 TK0341.The geoid height was determined by GEOID03.
 TK0341
 TK0341.The dynamic height is computed by dividing the NAVD 88
 TK0341.geopotential number by the normal gravity value computed on the
 TK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0341.degrees latitude (g = 980.6199 gals.).
 TK0341
 TK0341.The modeled gravity was interpolated from observed gravity values.
 TK0341
 TK0341;                    North         East    Units  Estimated Accuracy
 TK0341;SPC MT       -   482,180.      626,020.      MT  (+/- 180 meters Scaled)
 TK0341
 TK0341                          SUPERSEDED SURVEY CONTROL
 TK0341
 TK0341.No superseded survey control is available for this station.
 TK0341
 TK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU366833(NAD 83)
 TK0341_MARKER: DB = BENCH MARK DISK
 TK0341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0341_SP_SET: STAINLESS STEEL ROD
 TK0341_STAMPING: K 513 1979
 TK0341_PROJECTION: FLUSH
 TK0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0341_ROD/PIPE-DEPTH: 7.62 meters
 TK0341
 TK0341  HISTORY     - Date     Condition        Report By
 TK0341  HISTORY     - 1979     MONUMENTED       NGS
 TK0341  HISTORY     - 1982     GOOD             NGS
 TK0341
 TK0341                          STATION DESCRIPTION
 TK0341
 TK0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0341'3.8 MI EAST FROM CHINOOK.
 TK0341'3.85 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE RAILROAD
 TK0341'STATION IN CHONOOK, 81 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 TK0341'LEADING SOUTH ACROSS THE TRACKS, 70.5 FEET NORTH OF THE NORTH RAIL,
 TK0341'38.5 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST AND WEST,
 TK0341'AND 3.2 FEET EAST OF A TELEPHONE POLE.  NOTE=ACCESS TO THE DISK IS
 TK0341'THROUGH A 4-INCH SCREW PLUG.
 TK0341'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TK0341'THE MARK IS 5 FT BELOW THE RAILROAD TRACKS.
 TK0341
 TK0341                          STATION RECOVERY (1982)
 TK0341
 TK0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TK0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0300 ***********************************************************************
 TK0300  DESIGNATION -  K 514
 TK0300  PID         -  TK0300
 TK0300  STATE/COUNTY-  MT/HILL
 TK0300  USGS QUAD   -  FRESNO DAM (1970)
 TK0300
 TK0300                         *CURRENT SURVEY CONTROL
 TK0300  ___________________________________________________________________
 TK0300* NAD 83(1986)-  48 33 41.     (N)    109 54 27.     (W)     SCALED    
 TK0300* NAVD 88     -       803.733  (meters)    2636.91   (feet)  ADJUSTED  
 TK0300  ___________________________________________________________________
 TK0300  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TK0300  DYNAMIC HT  -         803.811 (meters)    2637.17  (feet)  COMP
 TK0300  MODELED GRAV-     980,681.6   (mgal)                       NAVD 88
 TK0300
 TK0300  VERT ORDER  -  FIRST     CLASS II
 TK0300
 TK0300.The horizontal coordinates were scaled from a topographic map and have
 TK0300.an estimated accuracy of +/- 6 seconds.
 TK0300
 TK0300.The orthometric height was determined by differential leveling
 TK0300.and adjusted by the National Geodetic Survey in June 1991..
 TK0300
 TK0300.The geoid height was determined by GEOID03.
 TK0300
 TK0300.The dynamic height is computed by dividing the NAVD 88
 TK0300.geopotential number by the normal gravity value computed on the
 TK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0300.degrees latitude (g = 980.6199 gals.).
 TK0300
 TK0300.The modeled gravity was interpolated from observed gravity values.
 TK0300
 TK0300;                    North         East    Units  Estimated Accuracy
 TK0300;SPC MT       -   479,180.      569,930.      MT  (+/- 180 meters Scaled)
 TK0300
 TK0300                          SUPERSEDED SURVEY CONTROL
 TK0300
 TK0300.No superseded survey control is available for this station.
 TK0300
 TK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU806792(NAD 83)
 TK0300_MARKER: DB = BENCH MARK DISK
 TK0300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0300_SP_SET: STAINLESS STEEL ROD
 TK0300_STAMPING: K 514 1979
 TK0300_PROJECTION: FLUSH
 TK0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0300_ROD/PIPE-DEPTH: 5.18 meters
 TK0300
 TK0300  HISTORY     - Date     Condition        Report By
 TK0300  HISTORY     - 1979     MONUMENTED       NGS
 TK0300
 TK0300                          STATION DESCRIPTION
 TK0300
 TK0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0300'8.2 MI EAST FROM KREMLIN.
 TK0300'8.2 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION IN
 TK0300'KREMLIN, 94.4 FEET NORTH OF THE NORTH RAIL, 85.9 FEET NORTH OF MILE
 TK0300'POST NUMBER 972, 29.3 FEET NORTH OF A TELEPHONE POLE, 10.3 FEET NORTH
 TK0300'OF THE CENTER OF A TRACK ROAD, AND 1.8 FEET SOUTH OF A FENCE.
 TK0300'NOTE=REFUSAL WAS REACHED AT 17 FEET.  ACCESS TO THE DISK IS THROUGH A
 TK0300'4-INCH SCREW PLUG.
 TK0300'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 TK0300'THE MARK IS 3 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0330 ***********************************************************************
 TK0330  DESIGNATION -  K 515
 TK0330  PID         -  TK0330
 TK0330  STATE/COUNTY-  MT/BLAINE
 TK0330  USGS QUAD   -  LOHMAN (1964)
 TK0330
 TK0330                         *CURRENT SURVEY CONTROL
 TK0330  ___________________________________________________________________
 TK0330* NAD 83(1986)-  48 34 03.     (N)    109 27 27.     (W)     SCALED    
 TK0330* NAVD 88     -       751.331  (meters)    2464.99   (feet)  ADJUSTED  
 TK0330  ___________________________________________________________________
 TK0330  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TK0330  DYNAMIC HT  -         751.414 (meters)    2465.26  (feet)  COMP
 TK0330  MODELED GRAV-     980,696.6   (mgal)                       NAVD 88
 TK0330
 TK0330  VERT ORDER  -  FIRST     CLASS II
 TK0330
 TK0330.The horizontal coordinates were scaled from a topographic map and have
 TK0330.an estimated accuracy of +/- 6 seconds.
 TK0330
 TK0330.The orthometric height was determined by differential leveling
 TK0330.and adjusted by the National Geodetic Survey in June 1991..
 TK0330
 TK0330.The geoid height was determined by GEOID03.
 TK0330
 TK0330.The dynamic height is computed by dividing the NAVD 88
 TK0330.geopotential number by the normal gravity value computed on the
 TK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0330.degrees latitude (g = 980.6199 gals.).
 TK0330
 TK0330.The modeled gravity was interpolated from observed gravity values.
 TK0330
 TK0330;                    North         East    Units  Estimated Accuracy
 TK0330;SPC MT       -   479,780.      603,140.      MT  (+/- 180 meters Scaled)
 TK0330
 TK0330                          SUPERSEDED SURVEY CONTROL
 TK0330
 TK0330.No superseded survey control is available for this station.
 TK0330
 TK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU137805(NAD 83)
 TK0330_MARKER: DB = BENCH MARK DISK
 TK0330_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TK0330_SP_SET: STAINLESS STEEL ROD
 TK0330_STAMPING: K 515 1979
 TK0330_PROJECTION: FLUSH
 TK0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0330_ROD/PIPE-DEPTH: 4.57 meters
 TK0330
 TK0330  HISTORY     - Date     Condition        Report By
 TK0330  HISTORY     - 1979     MONUMENTED       NGS
 TK0330
 TK0330                          STATION DESCRIPTION
 TK0330
 TK0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TK0330'11.1 MI WEST FROM CHINOOK.
 TK0330'11.15 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD STATION IN
 TK0330'CHINOOK, ALSO, 10.9 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE RAILROAD
 TK0330'STATION IN HAVRE, 62 FEET SOUTHEAST FROM THE SOUTH RAIL OF THE GREAT
 TK0330'NORTHERN RAILROAD TRACK, 51 FEET NORTHWEST OF THE CENTER OF THE
 TK0330'HIGHWAY, AND 6.6 FEET SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 TK0330'DISK IS THROUGH A 4-INCH SCREW PLUG.
 TK0330'THE MARK IS 2.5 FT  SW FROM A WITNESS POST.
 TK0330'THE MARK IS 2 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0722 ***********************************************************************
 TN0722  DESIGNATION -  K 516
 TN0722  PID         -  TN0722
 TN0722  STATE/COUNTY-  MT/LINCOLN
 TN0722  USGS QUAD   -  KILBRENNAN LAKE (1983)
 TN0722
 TN0722                         *CURRENT SURVEY CONTROL
 TN0722  ___________________________________________________________________
 TN0722* NAD 83(1986)-  48 30 05.     (N)    115 55 18.     (W)     SCALED    
 TN0722* NAVD 88     -       574.632  (meters)    1885.27   (feet)  ADJUSTED  
 TN0722  ___________________________________________________________________
 TN0722  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TN0722  DYNAMIC HT  -         574.682 (meters)    1885.44  (feet)  COMP
 TN0722  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 TN0722
 TN0722  VERT ORDER  -  FIRST     CLASS II
 TN0722
 TN0722.The horizontal coordinates were scaled from a topographic map and have
 TN0722.an estimated accuracy of +/- 6 seconds.
 TN0722
 TN0722.The orthometric height was determined by differential leveling
 TN0722.and adjusted by the National Geodetic Survey in June 1991..
 TN0722
 TN0722.The geoid height was determined by GEOID03.
 TN0722
 TN0722.The dynamic height is computed by dividing the NAVD 88
 TN0722.geopotential number by the normal gravity value computed on the
 TN0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0722.degrees latitude (g = 980.6199 gals.).
 TN0722
 TN0722.The modeled gravity was interpolated from observed gravity values.
 TN0722
 TN0722;                    North         East    Units  Estimated Accuracy
 TN0722;SPC MT       -   491,870.      126,100.      MT  (+/- 180 meters Scaled)
 TN0722
 TN0722                          SUPERSEDED SURVEY CONTROL
 TN0722
 TN0722.No superseded survey control is available for this station.
 TN0722
 TN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP796725(NAD 83)
 TN0722_MARKER: I = METAL ROD
 TN0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TN0722_SP_SET: STAINLESS STEEL ROD
 TN0722_STAMPING: K 516 1980
 TN0722_PROJECTION: FLUSH
 TN0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0722_ROD/PIPE-DEPTH: 3.0  meters
 TN0722
 TN0722  HISTORY     - Date     Condition        Report By
 TN0722  HISTORY     - 1980     MONUMENTED       NGS
 TN0722
 TN0722                          STATION DESCRIPTION
 TN0722
 TN0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TN0722'4.7 KM NW FROM TROY.
 TN0722'4.7 KILOMETERS (2.9 MILES) NORTHWEST ALONG US HIGHWAY 2 FROM THE HIGH
 TN0722'SCHOOL IN TROY, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF HIGHWAY MILEPOST
 TN0722'11, AT THE JUNCTION OF A PAVED ROAD DIAGONALLY CROSSING THE HIGHWAY,
 TN0722'AT THE NORTHEAST EDGE OF A PINE-FIR FOREST, 19.4 METERS (63,5 FEET)
 TN0722'SOUTHWEST OF THE CENTELINE OF THE HIGHWAY, 16.0 METERS (53.5 FEET)
 TN0722'SOUTH-SOUTHWEST OF THE CENTERINE OF THE PAVED ROAD, 14.0 METERS
 TN0722'(46.0 FEET) NORTHWEST FOTTHE EXTENDED CENTERLINE OF A GRAVEL RDAD
 TN0722'LEADING NORTHEAST. ROD DRIVEN TO REFUSAL.
 TN0722'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 TN0722'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0100 ***********************************************************************
 TN0100  DESIGNATION -  K 52
 TN0100  PID         -  TN0100
 TN0100  STATE/COUNTY-  MT/FLATHEAD
 TN0100  USGS QUAD   -  COLUMBIA FALLS NORTH (1994)
 TN0100
 TN0100                         *CURRENT SURVEY CONTROL
 TN0100  ___________________________________________________________________
 TN0100* NAD 83(1986)-  48 23 23.     (N)    114 08 16.     (W)     SCALED    
 TN0100* NAVD 88     -       950.105  (meters)    3117.14   (feet)  ADJUSTED  
 TN0100  ___________________________________________________________________
 TN0100  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 TN0100  DYNAMIC HT  -         950.099 (meters)    3117.12  (feet)  COMP
 TN0100  MODELED GRAV-     980,573.2   (mgal)                       NAVD 88
 TN0100
 TN0100  VERT ORDER  -  FIRST     CLASS II
 TN0100
 TN0100.The horizontal coordinates were scaled from a topographic map and have
 TN0100.an estimated accuracy of +/- 6 seconds.
 TN0100
 TN0100.The orthometric height was determined by differential leveling
 TN0100.and adjusted by the National Geodetic Survey in June 1991..
 TN0100
 TN0100.The geoid height was determined by GEOID03.
 TN0100
 TN0100.The dynamic height is computed by dividing the NAVD 88
 TN0100.geopotential number by the normal gravity value computed on the
 TN0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0100.degrees latitude (g = 980.6199 gals.).
 TN0100
 TN0100.The modeled gravity was interpolated from observed gravity values.
 TN0100
 TN0100;                    North         East    Units  Estimated Accuracy
 TN0100;SPC MT       -   470,180.      256,830.      MT  (+/- 180 meters Scaled)
 TN0100
 TN0100                          SUPERSEDED SURVEY CONTROL
 TN0100
 TN0100  NGVD 29 (??/??/92)  948.948  (m)         3113.34   (f) ADJ UNCH    1 2
 TN0100
 TN0100.Superseded values are not recommended for survey control.
 TN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0100.See file dsdata.txt to determine how the superseded data were derived.
 TN0100
 TN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP118635(NAD 83)
 TN0100_MARKER: DB = BENCH MARK DISK
 TN0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0100_STAMPING: K 52 1933
 TN0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0100+STABILITY: SURFACE MOTION
 TN0100
 TN0100  HISTORY     - Date     Condition        Report By
 TN0100  HISTORY     - 1933     MONUMENTED       CGS
 TN0100  HISTORY     - 1960     MARK NOT FOUND   USGS
 TN0100
 TN0100                          STATION DESCRIPTION
 TN0100
 TN0100'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 TN0100'2.1 MI E FROM COLUMBIA FALLS.
 TN0100'2.1 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TN0100'COLUMBIA FALLS, FLATHEAD COUNTY, 0.5 MILE WEST OF MILEPOST 1209, 193
 TN0100'FEET SOUTHEAST OF SEMAPHORES 1209.5 AND 1209.6, AND 44 FEET SOUTH OF
 TN0100'THE TRACK.  A STANDARD DISK, STAMPED K 52 1933 AND SET IN THE TOP OF A
 TN0100'CONCRETE POST.  NOTE-- THAT IN 1942 THE GREAT NORTHERN RAILWAY LAYED
 TN0100'ANOTHER TRACK IN THE VICINITY OF THE MARK AND MOVED THE SEMAPHORES
 TN0100'FROM THEIR ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0854 ***********************************************************************
 SU0854  DESIGNATION -  K 520
 SU0854  PID         -  SU0854
 SU0854  STATE/COUNTY-  MT/SANDERS
 SU0854  USGS QUAD   -  PLAINS (1985)
 SU0854
 SU0854                         *CURRENT SURVEY CONTROL
 SU0854  ___________________________________________________________________
 SU0854* NAD 83(1986)-  47 27 27.     (N)    114 52 44.     (W)     SCALED    
 SU0854* NAVD 88     -       754.014  (meters)    2473.79   (feet)  ADJUSTED  
 SU0854  ___________________________________________________________________
 SU0854  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 SU0854  DYNAMIC HT  -         753.990 (meters)    2473.72  (feet)  COMP
 SU0854  MODELED GRAV-     980,557.4   (mgal)                       NAVD 88
 SU0854
 SU0854  VERT ORDER  -  FIRST     CLASS II
 SU0854
 SU0854.The horizontal coordinates were scaled from a topographic map and have
 SU0854.an estimated accuracy of +/- 6 seconds.
 SU0854
 SU0854.The orthometric height was determined by differential leveling
 SU0854.and adjusted by the National Geodetic Survey in June 1991..
 SU0854
 SU0854.The geoid height was determined by GEOID03.
 SU0854
 SU0854.The dynamic height is computed by dividing the NAVD 88
 SU0854.geopotential number by the normal gravity value computed on the
 SU0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0854.degrees latitude (g = 980.6199 gals.).
 SU0854
 SU0854.The modeled gravity was interpolated from observed gravity values.
 SU0854
 SU0854;                    North         East    Units  Estimated Accuracy
 SU0854;SPC MT       -   370,320.      194,960.      MT  (+/- 180 meters Scaled)
 SU0854
 SU0854                          SUPERSEDED SURVEY CONTROL
 SU0854
 SU0854.No superseded survey control is available for this station.
 SU0854
 SU0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN598581(NAD 83)
 SU0854_MARKER: I = METAL ROD
 SU0854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0854_SP_SET: STAINLESS STEEL ROD
 SU0854_STAMPING: K 520 1980
 SU0854_PROJECTION: FLUSH
 SU0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0854_ROD/PIPE-DEPTH: 5.8  meters
 SU0854
 SU0854  HISTORY     - Date     Condition        Report By
 SU0854  HISTORY     - 1980     MONUMENTED       NGS
 SU0854
 SU0854                          STATION DESCRIPTION
 SU0854
 SU0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0854'IN PLAINS.
 SU0854'SET AT THE SURLINGTON NORTHERN RAILWAY STATION IN PLAINS, 51.3 METERS
 SU0854'(168 FEET) SOUTHEAST OF THE SOUTH CORNER OF THE STATION, 34.3 METERS
 SU0854'(112.5 FEET) NORTHWEST AND ACROSS THE TRACKS FROM RAILWAY MILEPOST 6,
 SU0854'10.25 METERS (33.7 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 SU0854'MAIN TRACKS, 7.9 METERS (26.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 SU0854'A TRAIL LEADING SOUTHWEST ACROSS THE TRACKS, 0.8 METER (2.6 FEET)
 SU0854'NORTHWEST OF A UTILITY POLE WITH A STREET LAMP AND A SINGLE GUY WIRE.
 SU0854'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 SU0854'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0881 ***********************************************************************
 SU0881  DESIGNATION -  K 521
 SU0881  PID         -  SU0881
 SU0881  STATE/COUNTY-  MT/SANDERS
 SU0881  USGS QUAD   -  TROUT CREEK (1983)
 SU0881
 SU0881                         *CURRENT SURVEY CONTROL
 SU0881  ___________________________________________________________________
 SU0881* NAD 83(1986)-  47 47 32.     (N)    115 31 53.     (W)     SCALED    
 SU0881* NAVD 88     -       757.400  (meters)    2484.90   (feet)  ADJUSTED  
 SU0881  ___________________________________________________________________
 SU0881  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 SU0881  DYNAMIC HT  -         757.400 (meters)    2484.90  (feet)  COMP
 SU0881  MODELED GRAV-     980,587.0   (mgal)                       NAVD 88
 SU0881
 SU0881  VERT ORDER  -  FIRST     CLASS II
 SU0881
 SU0881.The horizontal coordinates were scaled from a topographic map and have
 SU0881.an estimated accuracy of +/- 6 seconds.
 SU0881
 SU0881.The orthometric height was determined by differential leveling
 SU0881.and adjusted by the National Geodetic Survey in June 1991..
 SU0881
 SU0881.The geoid height was determined by GEOID03.
 SU0881
 SU0881.The dynamic height is computed by dividing the NAVD 88
 SU0881.geopotential number by the normal gravity value computed on the
 SU0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0881.degrees latitude (g = 980.6199 gals.).
 SU0881
 SU0881.The modeled gravity was interpolated from observed gravity values.
 SU0881
 SU0881;                    North         East    Units  Estimated Accuracy
 SU0881;SPC MT       -   410,990.      148,780.      MT  (+/- 180 meters Scaled)
 SU0881
 SU0881                          SUPERSEDED SURVEY CONTROL
 SU0881
 SU0881.No superseded survey control is available for this station.
 SU0881
 SU0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN099942(NAD 83)
 SU0881_MARKER: I = METAL ROD
 SU0881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SU0881_SP_SET: STAINLESS STEEL ROD
 SU0881_STAMPING: K 521 1980
 SU0881_PROJECTION: FLUSH
 SU0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0881_ROD/PIPE-DEPTH: 12.2 meters
 SU0881
 SU0881  HISTORY     - Date     Condition        Report By
 SU0881  HISTORY     - 1980     MONUMENTED       NGS
 SU0881
 SU0881                          STATION DESCRIPTION
 SU0881
 SU0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SU0881'6.5 KM SE FROM TROUT CREEK.
 SU0881'6.5 KILOMETERS (4.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 SU0881'THE POST OFFICE IN TROUT CREEK, 0.3 KILOMETERS (0.2 MILE) SOUTHEAST
 SU0881'OF A HIGHWAY BRIDGE OVER BEAVER CREEK, 0.3 KILOMETER (0.2 MILE)
 SU0881'NORTHWEST OF HIGHWAY MILEPOST 34, AT THE T JUNCTION OF A TRACK ROAD
 SU0881'LEADING EAST, 16.7 METERS (54.8 FEET) NORTHEAST OF THE CENTERLINE
 SU0881'OF THE HIGHWAY, 5.7 METERS (18.7 FEET) SOUTHEAST OF THE CENTERLINE
 SU0881'OF THE TRACK ROAD, 16.0 METERS (52.5 FEET) SOUTHWEST OF A 24-INCH
 SU0881'DIAMETER PINE TREE WITH A BEND IN ITS TRUNK, 2.7 METERS (8.9 FEET)
 SU0881'SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 1.5 METERS (5.0 FEET)
 SU0881'SOUTHEAST OF POWER LINE POLE NUMBER C 303, 0.45 METER (1.5 FEET)
 SU0881'NORTHWEST OF TELEPHONE POLE NUMBER C 303.
 SU0881'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 SU0881'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0725 ***********************************************************************
 RY0725  DESIGNATION -  K 522
 RY0725  PID         -  RY0725
 RY0725  STATE/COUNTY-  MT/MISSOULA
 RY0725  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0725
 RY0725                         *CURRENT SURVEY CONTROL
 RY0725  ___________________________________________________________________
 RY0725* NAD 83(1986)-  46 51 10.     (N)    114 01 21.     (W)     SCALED    
 RY0725* NAVD 88     -       972.091  (meters)    3189.27   (feet)  ADJUSTED  
 RY0725  ___________________________________________________________________
 RY0725  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 RY0725  DYNAMIC HT  -         971.945 (meters)    3188.79  (feet)  COMP
 RY0725  MODELED GRAV-     980,431.7   (mgal)                       NAVD 88
 RY0725
 RY0725  VERT ORDER  -  FIRST     CLASS II
 RY0725
 RY0725.The horizontal coordinates were scaled from a topographic map and have
 RY0725.an estimated accuracy of +/- 6 seconds.
 RY0725
 RY0725.The orthometric height was determined by differential leveling
 RY0725.and adjusted by the National Geodetic Survey in June 1991..
 RY0725
 RY0725.The geoid height was determined by GEOID03.
 RY0725
 RY0725.The dynamic height is computed by dividing the NAVD 88
 RY0725.geopotential number by the normal gravity value computed on the
 RY0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0725.degrees latitude (g = 980.6199 gals.).
 RY0725
 RY0725.The modeled gravity was interpolated from observed gravity values.
 RY0725
 RY0725;                    North         East    Units  Estimated Accuracy
 RY0725;SPC MT       -   299,170.      255,490.      MT  (+/- 180 meters Scaled)
 RY0725
 RY0725                          SUPERSEDED SURVEY CONTROL
 RY0725
 RY0725.No superseded survey control is available for this station.
 RY0725
 RY0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM269931(NAD 83)
 RY0725_MARKER: DB = BENCH MARK DISK
 RY0725_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RY0725_SP_SET: BUILDING FOUNDATION
 RY0725_STAMPING: K 522 1980
 RY0725_MARK LOGO: NGS   
 RY0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0725
 RY0725  HISTORY     - Date     Condition        Report By
 RY0725  HISTORY     - 1980     MONUMENTED       NGS
 RY0725
 RY0725                          STATION DESCRIPTION
 RY0725
 RY0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0725'4.7 KM (2.9 MI) SW FROM MISSOULA.
 RY0725'4.7 KILOMETERS (2.9 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 RY0725'RAILWAY FROM THE STATION IN MISSOULA, SET IN THE NORTHEAST QUADRANT
 RY0725'OF THE INTERSECTION OF NORTH AVENUE, SET VERTICALLY IN THE SECOND
 RY0725'CONCRETE PILLAR AT THE SOUTHEAST CORNER OF A CONCRETE WAREHOUSE,
 RY0725'23.5 METERS (77.0 FEET) NORTH OF THE CENTERLINE OF NORTH AVENUE,
 RY0725'5.5 METERS (18.0 FEET) EAST OF THE SOUTHWEST CORNER OF THE MAIN
 RY0725'BUILDING, 2.68 METERS (8.8 FEET) WEST OF THE CENTERLINE OF THE
 RY0725'FIRST GARAGE DOOR ENTRANCE EAST OF THE SOUTHWEST CORNER OF THE
 RY0725'BUILDING.
 RY0725'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0818 ***********************************************************************
 RY0818  DESIGNATION -  K 523
 RY0818  PID         -  RY0818
 RY0818  STATE/COUNTY-  MT/MISSOULA
 RY0818  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0818
 RY0818                         *CURRENT SURVEY CONTROL
 RY0818  ___________________________________________________________________
 RY0818* NAD 83(1986)-  46 38 40.     (N)    114 34 45.     (W)     SCALED    
 RY0818* NAVD 88     -      1543.938  (meters)    5065.40   (feet)  ADJUSTED  
 RY0818  ___________________________________________________________________
 RY0818  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0818  DYNAMIC HT  -        1543.518 (meters)    5064.03  (feet)  COMP
 RY0818  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 RY0818
 RY0818  VERT ORDER  -  FIRST     CLASS II
 RY0818
 RY0818.The horizontal coordinates were scaled from a topographic map and have
 RY0818.an estimated accuracy of +/- 6 seconds.
 RY0818
 RY0818.The orthometric height was determined by differential leveling
 RY0818.and adjusted by the National Geodetic Survey in June 1991..
 RY0818
 RY0818.The geoid height was determined by GEOID03.
 RY0818
 RY0818.The dynamic height is computed by dividing the NAVD 88
 RY0818.geopotential number by the normal gravity value computed on the
 RY0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0818.degrees latitude (g = 980.6199 gals.).
 RY0818
 RY0818.The modeled gravity was interpolated from observed gravity values.
 RY0818
 RY0818;                    North         East    Units  Estimated Accuracy
 RY0818;SPC MT       -   278,670.      211,640.      MT  (+/- 180 meters Scaled)
 RY0818
 RY0818                          SUPERSEDED SURVEY CONTROL
 RY0818
 RY0818.No superseded survey control is available for this station.
 RY0818
 RY0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM852685(NAD 83)
 RY0818_MARKER: I = METAL ROD
 RY0818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RY0818_SP_SET: STAINLESS STEEL ROD
 RY0818_STAMPING: K 523 1980
 RY0818_MARK LOGO: NGS   
 RY0818_PROJECTION: FLUSH
 RY0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0818_ROD/PIPE-DEPTH: 6.0  meters
 RY0818
 RY0818  HISTORY     - Date     Condition        Report By
 RY0818  HISTORY     - 1980     MONUMENTED       NGS
 RY0818
 RY0818                          STATION DESCRIPTION
 RY0818
 RY0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0818'11.1 KM (6.9 MI) SW FROM LOLO HOT SPRINGS.
 RY0818'11.1 KILOMETERS (6.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0818'OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, 0.6 KILOMETER
 RY0818'(0.4 MILE) SOUTH OF HIGHWAY MILEPOST 1, AT THE NORTHEAST END OF A
 RY0818'LONG HIGHWAY CUT, ON THE NORTHEAST SLOPE OF A SMALL RAVINE, 11.0
 RY0818'METERS (36.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 69.3 METERS
 RY0818'(227 FEET) SOUTH OF THE WEST END OF A 24-INCH DIAMETER CONCRETE PIPE
 RY0818'CULVERT UNDER THE HIGHWAY, 37.4 METERS (123 FEET) NORTHWEST ACROSS THE
 RY0818'HIGHWAY FROM THE SOUTH END OF A GUARDRAIL AT THE NORTH END OF A
 RY0818'HIGHWAY PULLOUT, 0.35 METER (1.1 FEET) NORTH OF A METAL FENCE POST.
 RY0818'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RY0818'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0914 ***********************************************************************
 SR0914  DESIGNATION -  K 526
 SR0914  PID         -  SR0914
 SR0914  STATE/COUNTY-  MT/PHILLIPS
 SR0914  USGS QUAD   -  COBURN BUTTE (1971)
 SR0914
 SR0914                         *CURRENT SURVEY CONTROL
 SR0914  ___________________________________________________________________
 SR0914* NAD 83(1986)-  47 55 26.     (N)    108 21 16.     (W)     SCALED    
 SR0914* NAVD 88     -       932.653  (meters)    3059.88   (feet)  ADJUSTED  
 SR0914  ___________________________________________________________________
 SR0914  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 SR0914  DYNAMIC HT  -         932.671 (meters)    3059.94  (feet)  COMP
 SR0914  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 SR0914
 SR0914  VERT ORDER  -  FIRST     CLASS II
 SR0914
 SR0914.The horizontal coordinates were scaled from a topographic map and have
 SR0914.an estimated accuracy of +/- 6 seconds.
 SR0914
 SR0914.The orthometric height was determined by differential leveling
 SR0914.and adjusted by the National Geodetic Survey in June 1991..
 SR0914
 SR0914.The geoid height was determined by GEOID03.
 SR0914
 SR0914.The dynamic height is computed by dividing the NAVD 88
 SR0914.geopotential number by the normal gravity value computed on the
 SR0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0914.degrees latitude (g = 980.6199 gals.).
 SR0914
 SR0914.The modeled gravity was interpolated from observed gravity values.
 SR0914
 SR0914;                    North         East    Units  Estimated Accuracy
 SR0914;SPC MT       -   408,860.      685,570.      MT  (+/- 180 meters Scaled)
 SR0914
 SR0914                          SUPERSEDED SURVEY CONTROL
 SR0914
 SR0914.No superseded survey control is available for this station.
 SR0914
 SR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXU976112(NAD 83)
 SR0914_MARKER: I = METAL ROD
 SR0914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0914_SP_SET: STAINLESS STEEL ROD
 SR0914_STAMPING: K 526 1980
 SR0914_PROJECTION: FLUSH
 SR0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0914_ROD/PIPE-DEPTH: 6.1  meters
 SR0914
 SR0914  HISTORY     - Date     Condition        Report By
 SR0914  HISTORY     - 1980     MONUMENTED       NGS
 SR0914
 SR0914                          STATION DESCRIPTION
 SR0914
 SR0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0914'62.7 KM SW FROM MALTA.
 SR0914'62.7 KM (38.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0914'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 SR0914'6.1 KM (3.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION
 SR0914'OF U.S. HIGHWAY 191 AND COUNTY ROAD 204, 0.4 KM (0.25 MI) SOUTH
 SR0914'OF A BRIDGE, 0.2 KM (0.15 MI) SOUTH OF MILE POST 119, 27.7 METERS
 SR0914'(91.0 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 15, 21.6 METERS
 SR0914'(71.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 191, 14.3 METERS
 SR0914'(46.8 FT) NORTH OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING
 SR0914'9.3 METERS (30.6 FT) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD
 SR0914'LEADING EAST, 6.4 METERS (21.0 FT) SOUTH-SOUTHWEST OF THE
 SR0914'SOUTH END OF A CATTLE GUARD, AND 0.8 METER (2.7 FT) WEST OF A
 SR0914'FENCE.  NOTE=REFUSAL WAS REACHED AT 6.1 METERS (20.0 FT).  ACCESS
 SR0914'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0914'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SR0914'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0941 ***********************************************************************
 SR0941  DESIGNATION -  K 527
 SR0941  PID         -  SR0941
 SR0941  STATE/COUNTY-  MT/PHILLIPS
 SR0941  USGS QUAD   -  BELL RIDGE WEST (1954)
 SR0941
 SR0941                         *CURRENT SURVEY CONTROL
 SR0941  ___________________________________________________________________
 SR0941* NAD 83(1986)-  47 40 40.     (N)    108 42 26.     (W)     SCALED    
 SR0941* NAVD 88     -       880.134  (meters)    2887.57   (feet)  ADJUSTED  
 SR0941  ___________________________________________________________________
 SR0941  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 SR0941  DYNAMIC HT  -         880.142 (meters)    2887.60  (feet)  COMP
 SR0941  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 SR0941
 SR0941  VERT ORDER  -  FIRST     CLASS II
 SR0941
 SR0941.The horizontal coordinates were scaled from a topographic map and have
 SR0941.an estimated accuracy of +/- 6 seconds.
 SR0941
 SR0941.The orthometric height was determined by differential leveling
 SR0941.and adjusted by the National Geodetic Survey in June 1991..
 SR0941
 SR0941.The geoid height was determined by GEOID03.
 SR0941
 SR0941.The dynamic height is computed by dividing the NAVD 88
 SR0941.geopotential number by the normal gravity value computed on the
 SR0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0941.degrees latitude (g = 980.6199 gals.).
 SR0941
 SR0941.The modeled gravity was interpolated from observed gravity values.
 SR0941
 SR0941;                    North         East    Units  Estimated Accuracy
 SR0941;SPC MT       -   381,190.      659,500.      MT  (+/- 180 meters Scaled)
 SR0941
 SR0941                          SUPERSEDED SURVEY CONTROL
 SR0941
 SR0941.No superseded survey control is available for this station.
 SR0941
 SR0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT720830(NAD 83)
 SR0941_MARKER: I = METAL ROD
 SR0941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0941_SP_SET: STAINLESS STEEL ROD
 SR0941_STAMPING: K 527 1980
 SR0941_PROJECTION: FLUSH
 SR0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0941_ROD/PIPE-DEPTH: 7.6  meters
 SR0941
 SR0941  HISTORY     - Date     Condition        Report By
 SR0941  HISTORY     - 1980     MONUMENTED       NGS
 SR0941
 SR0941                          STATION DESCRIPTION
 SR0941
 SR0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0941'52.1 KM NE FROM ROY.
 SR0941'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0941'THENCE 52.1 KM (32.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0941'6.7 KM (4.15 MI) NORTHEAST ALONG U.S. HIGHWAY 191 FROM THE NORTHEAST
 SR0941'END OF THE MISSOURI RIVER BRIDGE, 0.3 KM (0.2 MI) NORTHEAST OF MILE
 SR0941'POST 92, 32.9 METERS (107.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 SR0941'OF THE HIGHWAY.  NOTE=ROD DRIVEN TO REFUSAL AT 7.6 METERS (25.0 FT).
 SR0941'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SR0941'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 SR0941'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0969 ***********************************************************************
 SR0969  DESIGNATION -  K 528
 SR0969  PID         -  SR0969
 SR0969  STATE/COUNTY-  MT/FERGUS
 SR0969  USGS QUAD   -  BOHEMIAN CORNERS (1985)
 SR0969
 SR0969                         *CURRENT SURVEY CONTROL
 SR0969  ___________________________________________________________________
 SR0969* NAD 83(1986)-  47 21 19.     (N)    108 48 16.     (W)     SCALED    
 SR0969* NAVD 88     -       992.246  (meters)    3255.39   (feet)  ADJUSTED  
 SR0969  ___________________________________________________________________
 SR0969  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SR0969  DYNAMIC HT  -         992.207 (meters)    3255.27  (feet)  COMP
 SR0969  MODELED GRAV-     980,539.2   (mgal)                       NAVD 88
 SR0969
 SR0969  VERT ORDER  -  FIRST     CLASS II
 SR0969
 SR0969.The horizontal coordinates were scaled from a topographic map and have
 SR0969.an estimated accuracy of +/- 6 seconds.
 SR0969
 SR0969.The orthometric height was determined by differential leveling
 SR0969.and adjusted by the National Geodetic Survey in June 1991..
 SR0969
 SR0969.The geoid height was determined by GEOID03.
 SR0969
 SR0969.The dynamic height is computed by dividing the NAVD 88
 SR0969.geopotential number by the normal gravity value computed on the
 SR0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0969.degrees latitude (g = 980.6199 gals.).
 SR0969
 SR0969.The modeled gravity was interpolated from observed gravity values.
 SR0969
 SR0969;                    North         East    Units  Estimated Accuracy
 SR0969;SPC MT       -   345,290.      652,520.      MT  (+/- 180 meters Scaled)
 SR0969
 SR0969                          SUPERSEDED SURVEY CONTROL
 SR0969
 SR0969.No superseded survey control is available for this station.
 SR0969
 SR0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT658469(NAD 83)
 SR0969_MARKER: I = METAL ROD
 SR0969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0969_SP_SET: STAINLESS STEEL ROD
 SR0969_STAMPING: K 528 1980
 SR0969_PROJECTION: FLUSH
 SR0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0969_ROD/PIPE-DEPTH: 7.6  meters
 SR0969
 SR0969  HISTORY     - Date     Condition        Report By
 SR0969  HISTORY     - 1980     MONUMENTED       NGS
 SR0969
 SR0969                          STATION DESCRIPTION
 SR0969
 SR0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0969'14.4 KM NE FROM ROY.
 SR0969'0.08 KM (0.05 MI) NORTH ALONG THE MAIN STREET FROM THE POST OFFICE IN
 SR0969'ROY, THENCE 14.4 KM (8.95 MI) NORTHEAST ALONG U.S. HIGHWAY 191, 0.2
 SR0969'KM (0.1 MI) SOUTHWEST OF MILE POST 67, 0.3 KM (0.2 MI) SOUTHWEST OF
 SR0969'A BRIDGE, 23.7 METERS (77.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SR0969'7.1 METERS (23.4 FT) NORTH OF THE CENTER OF A DIM ROAD LEADING WEST
 SR0969'INTO A FIELD, 3.5 METERS (11.5 FT) NORTH OF THE NORTH GATE POST, AND
 SR0969'0.6 METER (2.1 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 7.6
 SR0969'METERS (25.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SR0969'LOGO CAP.
 SR0969'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SR0969'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0962 ***********************************************************************
 SR0962  DESIGNATION -  K 529
 SR0962  PID         -  SR0962
 SR0962  STATE/COUNTY-  MT/FERGUS
 SR0962  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0962
 SR0962                         *CURRENT SURVEY CONTROL
 SR0962  ___________________________________________________________________
 SR0962* NAD 83(1986)-  47 26 22.     (N)    108 45 05.     (W)     SCALED    
 SR0962* NAVD 88     -       907.603  (meters)    2977.69   (feet)  ADJUSTED  
 SR0962  ___________________________________________________________________
 SR0962  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SR0962  DYNAMIC HT  -         907.595 (meters)    2977.67  (feet)  COMP
 SR0962  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 SR0962
 SR0962  VERT ORDER  -  FIRST     CLASS II
 SR0962
 SR0962.The horizontal coordinates were scaled from a topographic map and have
 SR0962.an estimated accuracy of +/- 6 seconds.
 SR0962
 SR0962.The orthometric height was determined by differential leveling
 SR0962.and adjusted by the National Geodetic Survey in June 1991..
 SR0962
 SR0962.The geoid height was determined by GEOID03.
 SR0962
 SR0962.The dynamic height is computed by dividing the NAVD 88
 SR0962.geopotential number by the normal gravity value computed on the
 SR0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0962.degrees latitude (g = 980.6199 gals.).
 SR0962
 SR0962.The modeled gravity was interpolated from observed gravity values.
 SR0962
 SR0962;                    North         East    Units  Estimated Accuracy
 SR0962;SPC MT       -   354,670.      656,430.      MT  (+/- 180 meters Scaled)
 SR0962
 SR0962                          SUPERSEDED SURVEY CONTROL
 SR0962
 SR0962.No superseded survey control is available for this station.
 SR0962
 SR0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT695564(NAD 83)
 SR0962_MARKER: I = METAL ROD
 SR0962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SR0962_SP_SET: STAINLESS STEEL ROD
 SR0962_STAMPING: K 529 1980
 SR0962_PROJECTION: FLUSH
 SR0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0962_ROD/PIPE-DEPTH: 4.9  meters
 SR0962
 SR0962  HISTORY     - Date     Condition        Report By
 SR0962  HISTORY     - 1980     MONUMENTED       NGS
 SR0962
 SR0962                          STATION DESCRIPTION
 SR0962
 SR0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SR0962'25.6 KM NE FROM ROY.
 SR0962'0.08 KM (0.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN ROY,
 SR0962'THENCE 25.6 KM (15.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 191, OR,
 SR0962'23.1 KM (14.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 SR0962'NORTH END OF THE MISSOURI RIVER BRIDGE, 0.8 KM
 SR0962'(0.5 MI) SOUTHWEST OF HIGHWAY MILE POST 74, 39.3 METERS (129.0 FT)
 SR0962'WEST OF THE CENTERLINE OF THE HIGHWAY, 49.9 METERS (164.0 FT)
 SR0962'NORTHWEST OF A POWER POLE, 3.4 METERS (11.0 FT) SOUTH OF A HIGHWAY
 SR0962'RIGHT OF WAY MARKER, 3.4 METERS (11.0 FT) SOUTH OF A FENCE CORNER
 SR0962'POST, AND 0.6 METER (1.8 FT) EAST OF A FENCE.  NOTE=REFUSAL WAS
 SR0962'REACHED AT 4.9 METERS (16.0 FT).  ACCESS TO THE DATUM POINT IS
 SR0962'THROUGH A 5-INCH LOGO CAP.
 SR0962'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 SR0962'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0092 ***********************************************************************
 TM0092  DESIGNATION -  K 53
 TM0092  PID         -  TM0092
 TM0092  STATE/COUNTY-  MT/GLACIER
 TM0092  USGS QUAD   -  EAST GLACIER PARK (1995)
 TM0092
 TM0092                         *CURRENT SURVEY CONTROL
 TM0092  ___________________________________________________________________
 TM0092* NAD 83(1986)-  48 25 11.     (N)    113 13 35.     (W)     SCALED    
 TM0092* NAVD 88     -      1479.560  (meters)    4854.19   (feet)  ADJUSTED  
 TM0092  ___________________________________________________________________
 TM0092  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 TM0092  DYNAMIC HT  -        1479.478 (meters)    4853.92  (feet)  COMP
 TM0092  MODELED GRAV-     980,502.5   (mgal)                       NAVD 88
 TM0092
 TM0092  VERT ORDER  -  FIRST     CLASS II
 TM0092
 TM0092.The horizontal coordinates were scaled from a topographic map and have
 TM0092.an estimated accuracy of +/- 6 seconds.
 TM0092
 TM0092.The orthometric height was determined by differential leveling
 TM0092.and adjusted by the National Geodetic Survey in June 1991..
 TM0092
 TM0092.The geoid height was determined by GEOID03.
 TM0092
 TM0092.The dynamic height is computed by dividing the NAVD 88
 TM0092.geopotential number by the normal gravity value computed on the
 TM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0092.degrees latitude (g = 980.6199 gals.).
 TM0092
 TM0092.The modeled gravity was interpolated from observed gravity values.
 TM0092
 TM0092;                    North         East    Units  Estimated Accuracy
 TM0092;SPC MT       -   469,910.      324,370.      MT  (+/- 180 meters Scaled)
 TM0092
 TM0092                          SUPERSEDED SURVEY CONTROL
 TM0092
 TM0092  NGVD 29 (??/??/92) 1478.288  (m)         4850.02   (f) ADJ UNCH    1 2
 TM0092
 TM0092.Superseded values are not recommended for survey control.
 TM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0092.See file dsdata.txt to determine how the superseded data were derived.
 TM0092
 TM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU352653(NAD 83)
 TM0092_MARKER: DB = BENCH MARK DISK
 TM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0092_STAMPING: K 53 1933
 TM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0092+STABILITY: SURFACE MOTION
 TM0092
 TM0092  HISTORY     - Date     Condition        Report By
 TM0092  HISTORY     - 1933     MONUMENTED       CGS
 TM0092  HISTORY     - 1960     MARK NOT FOUND   DOD
 TM0092
 TM0092                          STATION DESCRIPTION
 TM0092
 TM0092'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0092'2.1 MI SW FROM GLACIER PARK.
 TM0092'2.1 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TM0092'AT GLACIER PARK, GLACIER COUNTY, 415 YARDS EAST OF MILEPOST 1141, 790
 TM0092'FEET WEST OF SEMAPHORES 1140.6 AND 1140.7, 7-1/2 RAILS SOUTHWEST OF
 TM0092'THE NORTHEAST POINT OF THE SWITCH OF THE SIDING AT BISON, 44 FEET
 TM0092'SOUTH OF THE MAIN TRACK, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A
 TM0092'STANDARD DISK, STAMPED K 53 1933 AND SET IN THE TOP OF A CONCRETE
 TM0092'POST.  NOTE-- RAILROAD TRACK AND OTHER DESCRIPTIVE FEATURES HAVE BEEN
 TM0092'DESTROYED AND HEAVY UNDERGROWTH OF VEGETATION COVERS THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1362 ***********************************************************************
 SS1362  DESIGNATION -  K 532
 SS1362  PID         -  SS1362
 SS1362  STATE/COUNTY-  MT/CASCADE
 SS1362  USGS QUAD   -  SOUTHEAST GREAT FALL (1994)
 SS1362
 SS1362                         *CURRENT SURVEY CONTROL
 SS1362  ___________________________________________________________________
 SS1362* NAD 83(1986)-  47 28 46.     (N)    111 09 20.     (W)     SCALED    
 SS1362* NAVD 88     -      1040.010  (meters)    3412.10   (feet)  ADJUSTED  
 SS1362  ___________________________________________________________________
 SS1362  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 SS1362  DYNAMIC HT  -        1039.947 (meters)    3411.89  (feet)  COMP
 SS1362  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 SS1362  OBS GRAVITY -     980,516.1   (mgal)                       GRAV_OBS
 SS1362
 SS1362  VERT ORDER  -  FIRST     CLASS II
 SS1362
 SS1362.The horizontal coordinates were scaled from a topographic map and have
 SS1362.an estimated accuracy of +/- 6 seconds.
 SS1362
 SS1362.The orthometric height was determined by differential leveling
 SS1362.and adjusted by the National Geodetic Survey in June 1991..
 SS1362
 SS1362.The geoid height was determined by GEOID03.
 SS1362
 SS1362.The dynamic height is computed by dividing the NAVD 88
 SS1362.geopotential number by the normal gravity value computed on the
 SS1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1362.degrees latitude (g = 980.6199 gals.).
 SS1362
 SS1362.The modeled gravity was interpolated from observed gravity values.
 SS1362.The observed gravity was obtained from relative gravimeter ties
 SS1362.to the IGSN71 gravity network.
 SS1362
 SS1362;                    North         East    Units  Estimated Accuracy
 SS1362;SPC MT       -   360,170.      475,300.      MT  (+/- 180 meters Scaled)
 SS1362
 SS1362                          SUPERSEDED SURVEY CONTROL
 SS1362
 SS1362.No superseded survey control is available for this station.
 SS1362
 SS1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT882584(NAD 83)
 SS1362_MARKER: I = METAL ROD
 SS1362_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SS1362_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SS1362_STAMPING: K 532 1980
 SS1362_PROJECTION: FLUSH
 SS1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS1362+STABILITY: POSITION/ELEVATION WELL
 SS1362_ROD/PIPE-DEPTH: 14.6 meters
 SS1362_SLEEVE-DEPTH  : 12.2 meters
 SS1362
 SS1362  HISTORY     - Date     Condition        Report By
 SS1362  HISTORY     - 1980     MONUMENTED       NGS
 SS1362
 SS1362                          STATION DESCRIPTION
 SS1362
 SS1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1362'4.8 KM SE FROM GREAT FALLS.
 SS1362'4.8 KM (3 MI) SOUTHEAST ALONG HIGHWAY 87 FROM THE BY-PASS JUNCTION
 SS1362'OF U.S. HIGHWAYS 87 AND 89 AT THE SOUTHEAST EDGE OF GREAT FALLS, AT
 SS1362'THE JUNCTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 228, 22.4 METERS
 SS1362'(73.5 FT) EAST OF THE CENTERLINE OF HIGHWAY 228, 21.9 METERS (71.8 FT)
 SS1362'SOUTH OF THE CENTER OF A GRAVEL ROAD, 17.8 METERS (58.4 FT) NORTHEAST
 SS1362'OF THE CENTERLINE OF HIGHWAY 87 AND 2.7 METERS (8.9 FT) NORTHEAST OF A
 SS1362'BRACE POLE WITH A GUY WIRE.  NOTE=REFUSAL WAS REACHED AT 14.6 METERS
 SS1362'(48 FT) AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1362'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 SS1362'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1316 ***********************************************************************
 SS1316  DESIGNATION -  K 533
 SS1316  PID         -  SS1316
 SS1316  STATE/COUNTY-  MT/JUDITH BASIN
 SS1316  USGS QUAD   -  BENCHLAND (1978)
 SS1316
 SS1316                         *CURRENT SURVEY CONTROL
 SS1316  ___________________________________________________________________
 SS1316* NAD 83(1986)-  47 03 18.     (N)    110 04 17.     (W)     SCALED    
 SS1316* NAVD 88     -      1349.079  (meters)    4426.10   (feet)  ADJUSTED  
 SS1316  ___________________________________________________________________
 SS1316  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 SS1316  DYNAMIC HT  -        1348.864 (meters)    4425.40  (feet)  COMP
 SS1316  MODELED GRAV-     980,406.2   (mgal)                       NAVD 88
 SS1316
 SS1316  VERT ORDER  -  FIRST     CLASS II
 SS1316
 SS1316.The horizontal coordinates were scaled from a topographic map and have
 SS1316.an estimated accuracy of +/- 6 seconds.
 SS1316
 SS1316.The orthometric height was determined by differential leveling
 SS1316.and adjusted by the National Geodetic Survey in June 1991..
 SS1316
 SS1316.The geoid height was determined by GEOID03.
 SS1316
 SS1316.The dynamic height is computed by dividing the NAVD 88
 SS1316.geopotential number by the normal gravity value computed on the
 SS1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1316.degrees latitude (g = 980.6199 gals.).
 SS1316
 SS1316.The modeled gravity was interpolated from observed gravity values.
 SS1316
 SS1316;                    North         East    Units  Estimated Accuracy
 SS1316;SPC MT       -   311,850.      556,610.      MT  (+/- 180 meters Scaled)
 SS1316
 SS1316                          SUPERSEDED SURVEY CONTROL
 SS1316
 SS1316.No superseded survey control is available for this station.
 SS1316
 SS1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT705116(NAD 83)
 SS1316_MARKER: I = METAL ROD
 SS1316_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SS1316+WITH SETTING: INFORMATION.
 SS1316_SP_SET: SHALLOW SET METAL ROD
 SS1316_STAMPING: K 533 1980
 SS1316_PROJECTION: FLUSH
 SS1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1316_ROD/PIPE-DEPTH: 3.4  meters
 SS1316
 SS1316  HISTORY     - Date     Condition        Report By
 SS1316  HISTORY     - 1980     MONUMENTED       NGS
 SS1316
 SS1316                          STATION DESCRIPTION
 SS1316
 SS1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1316'12.4 KM WEST FROM MOCCASIN.
 SS1316'0.2 KM (0.1 MI) NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 SS1316'MOCCASIN THENCE 12.3 KM (7.6 MI) WEST ALONG U.S. HIGHWAY 87
 SS1316'29.1 METERS (95.4 FT) SOUTHWEST OF MILEPOST 47, 18.0 METERS (58.9 FT)
 SS1316'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.2 METERS (27 FT) EAST OF
 SS1316'THE CENTER OF A GRAVELED FIELD ENTRANCE ROAD, 4.0 METERS (13.0 FT)
 SS1316'EAST OF A GATE POST AND 0.6 METERS (1.9 FT) NORTH OF A FENCE.  NOTE=
 SS1316'REFUSAL WAS REACHED AT 3.4 METERS (11.0 FT) AND ACCESS TO THE DATUM
 SS1316'POINT IS THROUGH A 5-INCH LOGO CAP.
 SS1316'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SS1316'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1344 ***********************************************************************
 SS1344  DESIGNATION -  K 534
 SS1344  PID         -  SS1344
 SS1344  STATE/COUNTY-  MT/CASCADE
 SS1344  USGS QUAD   -  BELT (1982)
 SS1344
 SS1344                         *CURRENT SURVEY CONTROL
 SS1344  ___________________________________________________________________
 SS1344* NAD 83(1986)-  47 27 00.     (N)    110 55 21.     (W)     SCALED    
 SS1344* NAVD 88     -      1056.809  (meters)    3467.21   (feet)  ADJUSTED  
 SS1344  ___________________________________________________________________
 SS1344  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 SS1344  DYNAMIC HT  -        1056.732 (meters)    3466.96  (feet)  COMP
 SS1344  MODELED GRAV-     980,503.5   (mgal)                       NAVD 88
 SS1344
 SS1344  VERT ORDER  -  FIRST     CLASS II
 SS1344
 SS1344.The horizontal coordinates were scaled from a topographic map and have
 SS1344.an estimated accuracy of +/- 6 seconds.
 SS1344
 SS1344.The orthometric height was determined by differential leveling
 SS1344.and adjusted by the National Geodetic Survey in June 1991..
 SS1344
 SS1344.The geoid height was determined by GEOID03.
 SS1344
 SS1344.The dynamic height is computed by dividing the NAVD 88
 SS1344.geopotential number by the normal gravity value computed on the
 SS1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1344.degrees latitude (g = 980.6199 gals.).
 SS1344
 SS1344.The modeled gravity was interpolated from observed gravity values.
 SS1344
 SS1344;                    North         East    Units  Estimated Accuracy
 SS1344;SPC MT       -   356,550.      492,790.      MT  (+/- 180 meters Scaled)
 SS1344
 SS1344                          SUPERSEDED SURVEY CONTROL
 SS1344
 SS1344.No superseded survey control is available for this station.
 SS1344
 SS1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT058551(NAD 83)
 SS1344_MARKER: I = METAL ROD
 SS1344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SS1344_SP_SET: STAINLESS STEEL ROD
 SS1344_STAMPING: K 534 1980
 SS1344_PROJECTION: FLUSH
 SS1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1344_ROD/PIPE-DEPTH: 4.9  meters
 SS1344
 SS1344  HISTORY     - Date     Condition        Report By
 SS1344  HISTORY     - 1980     MONUMENTED       NGS
 SS1344
 SS1344                          STATION DESCRIPTION
 SS1344
 SS1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SS1344'7.1 KM NORTH FROM BELT.
 SS1344'7.1 KM (4.4 MI) NORTH ALONG STATE HIGHWAY 331 FROM THE POST OFFICE IN
 SS1344'BELT, 33.3 METERS (109.1 FT) NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 SS1344'THE CENTER OF A DRIVEWAY, 14.4 METERS (47.1 FT) WEST OF THE CENTERLINE
 SS1344'OF THE HIGHWAY AND 0.5 METER (1.6 FT) EAST OF A FENCE.  NOTE=REFUSAL
 SS1344'WAS REACHED AT 4.9 METERS (16.0 FT) AND ACCESS TO THE DATUM POINT IS
 SS1344'THROUGH A 5-INCH LOGO CAP.
 SS1344'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SS1344'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0613 ***********************************************************************
 RV0613  DESIGNATION -  K 535
 RV0613  PID         -  RV0613
 RV0613  STATE/COUNTY-  MT/FERGUS
 RV0613  USGS QUAD   -  SIPPLE (1970)
 RV0613
 RV0613                         *CURRENT SURVEY CONTROL
 RV0613  ___________________________________________________________________
 RV0613* NAD 83(1986)-  46 56 53.     (N)    109 45 03.     (W)     SCALED    
 RV0613* NAVD 88     -      1253.881  (meters)    4113.77   (feet)  ADJUSTED  
 RV0613  ___________________________________________________________________
 RV0613  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 RV0613  DYNAMIC HT  -        1253.689 (meters)    4113.14  (feet)  COMP
 RV0613  MODELED GRAV-     980,416.0   (mgal)                       NAVD 88
 RV0613
 RV0613  VERT ORDER  -  FIRST     CLASS II
 RV0613
 RV0613.The horizontal coordinates were scaled from a topographic map and have
 RV0613.an estimated accuracy of +/- 6 seconds.
 RV0613
 RV0613.The orthometric height was determined by differential leveling
 RV0613.and adjusted by the National Geodetic Survey in June 1991..
 RV0613
 RV0613.The geoid height was determined by GEOID03.
 RV0613
 RV0613.The dynamic height is computed by dividing the NAVD 88
 RV0613.geopotential number by the normal gravity value computed on the
 RV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0613.degrees latitude (g = 980.6199 gals.).
 RV0613
 RV0613.The modeled gravity was interpolated from observed gravity values.
 RV0613
 RV0613;                    North         East    Units  Estimated Accuracy
 RV0613;SPC MT       -   299,840.      580,920.      MT  (+/- 180 meters Scaled)
 RV0613
 RV0613                          SUPERSEDED SURVEY CONTROL
 RV0613
 RV0613.No superseded survey control is available for this station.
 RV0613
 RV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT950001(NAD 83)
 RV0613_MARKER: DB = BENCH MARK DISK
 RV0613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RV0613_SP_SET: OVERPASS PIER
 RV0613_STAMPING: K 535 1980
 RV0613_MARK LOGO: NGS   
 RV0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0613
 RV0613  HISTORY     - Date     Condition        Report By
 RV0613  HISTORY     - 1980     MONUMENTED       NGS
 RV0613
 RV0613                          STATION DESCRIPTION
 RV0613
 RV0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0613'4.0 KM (2.5 MI) SOUTH FROM EDDIES CORNER.
 RV0613'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF U.S.
 RV0613'HIGHWAYS 87 AND 191 IN EDDIES CORNER, AT AN OVERPASS CROSSING THE
 RV0613'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, SET VERTICALLY IN THE WEST
 RV0613'FACE OF THE MOST NORTHWEST ONE OF TWO PIERS AT THE NORTHWEST END OF
 RV0613'THE OVERPASS, 17.6 METERS (57.9 FT) NORTH OF THE NORTH RAIL, 26.7
 RV0613'METERS (87.6 FT) NORTHEAST OF A UTILITY POLE, 25.9 METERS (85.0 FT)
 RV0613'NORTHEAST OF A FENCE CORNER AND 15.5 METERS (50.9 FT) EAST OF A FENCE.
 RV0613'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0650 ***********************************************************************
 RV0650  DESIGNATION -  K 536
 RV0650  PID         -  RV0650
 RV0650  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0650  USGS QUAD   -  RYEGATE WEST (1986)
 RV0650
 RV0650                         *CURRENT SURVEY CONTROL
 RV0650  ___________________________________________________________________
 RV0650* NAD 83(1986)-  46 17 55.     (N)    109 18 42.     (W)     SCALED    
 RV0650* NAVD 88     -      1121.839  (meters)    3680.57   (feet)  ADJUSTED  
 RV0650  ___________________________________________________________________
 RV0650  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 RV0650  DYNAMIC HT  -        1121.647 (meters)    3679.94  (feet)  COMP
 RV0650  MODELED GRAV-     980,404.5   (mgal)                       NAVD 88
 RV0650
 RV0650  VERT ORDER  -  FIRST     CLASS II
 RV0650
 RV0650.The horizontal coordinates were scaled from a topographic map and have
 RV0650.an estimated accuracy of +/- 6 seconds.
 RV0650
 RV0650.The orthometric height was determined by differential leveling
 RV0650.and adjusted by the National Geodetic Survey in June 1991..
 RV0650
 RV0650.The geoid height was determined by GEOID03.
 RV0650
 RV0650.The dynamic height is computed by dividing the NAVD 88
 RV0650.geopotential number by the normal gravity value computed on the
 RV0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0650.degrees latitude (g = 980.6199 gals.).
 RV0650
 RV0650.The modeled gravity was interpolated from observed gravity values.
 RV0650
 RV0650;                    North         East    Units  Estimated Accuracy
 RV0650;SPC MT       -   227,670.      614,500.      MT  (+/- 180 meters Scaled)
 RV0650
 RV0650                          SUPERSEDED SURVEY CONTROL
 RV0650
 RV0650.No superseded survey control is available for this station.
 RV0650
 RV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS300286(NAD 83)
 RV0650_MARKER: DB = BENCH MARK DISK
 RV0650_SETTING: 66 = SET IN ROCK OUTCROP
 RV0650_SP_SET: ROCK OUTCROP
 RV0650_STAMPING: K 536 1980
 RV0650_MARK LOGO: NGS   
 RV0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0650+STABILITY: POSITION/ELEVATION WELL
 RV0650
 RV0650  HISTORY     - Date     Condition        Report By
 RV0650  HISTORY     - 1980     MONUMENTED       NGS
 RV0650
 RV0650                          STATION DESCRIPTION
 RV0650
 RV0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0650'4.4 KM (2.75 MI) NW FROM RYEGATE.
 RV0650'4.4 KM (2.75 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE
 RV0650'IN RYEGATE, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 127, 0.7 KM (0.45
 RV0650'MI) SOUTHEAST OF A TRANSFORMER POWER RELAY STATION, AT THE SOUTH END
 RV0650'OF A CUT BANK, 33.5 METERS (110.0 FT) NORTHWEST OF A UTILITY POLE,
 RV0650'24.1 METERS (79.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.4
 RV0650'METER (1.2 FT) NORTH OF A FENCE.
 RV0650'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 RV0650'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0675 ***********************************************************************
 RV0675  DESIGNATION -  K 537
 RV0675  PID         -  RV0675
 RV0675  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0675  USGS QUAD   -  BELMONT (1979)
 RV0675
 RV0675                         *CURRENT SURVEY CONTROL
 RV0675  ___________________________________________________________________
 RV0675* NAD 83(1986)-  46 13 02.     (N)    108 55 33.     (W)     SCALED    
 RV0675* NAVD 88     -      1098.230  (meters)    3603.11   (feet)  ADJUSTED  
 RV0675  ___________________________________________________________________
 RV0675  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 RV0675  DYNAMIC HT  -        1098.028 (meters)    3602.45  (feet)  COMP
 RV0675  MODELED GRAV-     980,393.2   (mgal)                       NAVD 88
 RV0675
 RV0675  VERT ORDER  -  FIRST     CLASS II
 RV0675
 RV0675.The horizontal coordinates were scaled from a topographic map and have
 RV0675.an estimated accuracy of +/- 6 seconds.
 RV0675
 RV0675.The orthometric height was determined by differential leveling
 RV0675.and adjusted by the National Geodetic Survey in June 1991..
 RV0675
 RV0675.The geoid height was determined by GEOID03.
 RV0675
 RV0675.The dynamic height is computed by dividing the NAVD 88
 RV0675.geopotential number by the normal gravity value computed on the
 RV0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0675.degrees latitude (g = 980.6199 gals.).
 RV0675
 RV0675.The modeled gravity was interpolated from observed gravity values.
 RV0675
 RV0675;                    North         East    Units  Estimated Accuracy
 RV0675;SPC MT       -   218,770.      644,280.      MT  (+/- 180 meters Scaled)
 RV0675
 RV0675                          SUPERSEDED SURVEY CONTROL
 RV0675
 RV0675.No superseded survey control is available for this station.
 RV0675
 RV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS599202(NAD 83)
 RV0675_MARKER: I = METAL ROD
 RV0675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RV0675_SP_SET: STAINLESS STEEL ROD
 RV0675_STAMPING: K 537 1980
 RV0675_MARK LOGO: NGS   
 RV0675_PROJECTION: FLUSH
 RV0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0675_ROD/PIPE-DEPTH: 4.6  meters
 RV0675
 RV0675  HISTORY     - Date     Condition        Report By
 RV0675  HISTORY     - 1980     MONUMENTED       NGS
 RV0675
 RV0675                          STATION DESCRIPTION
 RV0675
 RV0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RV0675'8.7 KM (5.4 MI) SSE FROM LAVINA.
 RV0675'8.7 KM (5.4 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST
 RV0675'OFFICE IN LAVINA, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST
 RV0675'AND THE HIGHWAY, 0.6 KM (0.4 MI) NORTH-NORTHWEST OF MILEPOST 40, 0.1
 RV0675'KM (0.05 MI) NORTHEAST OF A POWER RELAY STATION, 16.9 METERS
 RV0675'(55.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.3
 RV0675'METERS (50.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD,
 RV0675'1.8 METERS (5.9 FT) EAST-NORTHEAST OF A FENCE CORNER, 1.3 METERS
 RV0675'(4.2 FT) EAST OF A POWER POLE WITH ONE GUY WIRE.  NOTE=ACCESS TO
 RV0675'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RV0675'THE MARK IS 1.8 METERS  NNW FROM  A WITNESS POST AND FENCE
 RV0675'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0376 ***********************************************************************
 QW0376  DESIGNATION -  K 538
 QW0376  PID         -  QW0376
 QW0376  STATE/COUNTY-  MT/YELLOWSTONE
 QW0376  USGS QUAD   -  MOLT (1956)
 QW0376
 QW0376                         *CURRENT SURVEY CONTROL
 QW0376  ___________________________________________________________________
 QW0376* NAD 83(1986)-  45 52 17.     (N)    108 52 51.     (W)     SCALED    
 QW0376* NAVD 88     -      1232.143  (meters)    4042.46   (feet)  ADJUSTED  
 QW0376  ___________________________________________________________________
 QW0376  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 QW0376  DYNAMIC HT  -        1231.846 (meters)    4041.48  (feet)  COMP
 QW0376  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 QW0376
 QW0376  VERT ORDER  -  FIRST     CLASS II
 QW0376
 QW0376.The horizontal coordinates were scaled from a topographic map and have
 QW0376.an estimated accuracy of +/- 6 seconds.
 QW0376
 QW0376.The orthometric height was determined by differential leveling
 QW0376.and adjusted by the National Geodetic Survey in June 1991..
 QW0376
 QW0376.The geoid height was determined by GEOID03.
 QW0376
 QW0376.The dynamic height is computed by dividing the NAVD 88
 QW0376.geopotential number by the normal gravity value computed on the
 QW0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0376.degrees latitude (g = 980.6199 gals.).
 QW0376
 QW0376.The modeled gravity was interpolated from observed gravity values.
 QW0376
 QW0376;                    North         East    Units  Estimated Accuracy
 QW0376;SPC MT       -   180,380.      648,050.      MT  (+/- 180 meters Scaled)
 QW0376
 QW0376                          SUPERSEDED SURVEY CONTROL
 QW0376
 QW0376.No superseded survey control is available for this station.
 QW0376
 QW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR644819(NAD 83)
 QW0376_MARKER: I = METAL ROD
 QW0376_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QW0376+WITH SETTING: INFORMATION.
 QW0376_SP_SET: SHALLOW SET METAL ROD
 QW0376_STAMPING: K 538 1980
 QW0376_MARK LOGO: NGS   
 QW0376_PROJECTION: FLUSH
 QW0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0376_ROD/PIPE-DEPTH: 2.1  meters
 QW0376
 QW0376  HISTORY     - Date     Condition        Report By
 QW0376  HISTORY     - 1980     MONUMENTED       NGS
 QW0376
 QW0376                          STATION DESCRIPTION
 QW0376
 QW0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QW0376'27.0 KM (16.75 MI) SOUT FROM BROADVIEW.
 QW0376'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 QW0376'IN BROADVIEW, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 532,
 QW0376'THENCE 25.5 KM (15.85 MI) SOUTH ALONG COUNTY ROAD 532, OR, 26.8
 QW0376'KM (16.65 MI) NORTH ALONG COUNTY ROAD 532 FROM THE POST OFFICE
 QW0376'IN LAUREL, 0.1 KM (0.05 MI) SOUTH OF MILEPOST 1, EAST AND ACROSS
 QW0376'THE ROAD FROM A TRACK ROAD LEADING WEST, 8.5 METERS (27.9 FT) NORTH
 QW0376'OF THE CENTER OF A FIELD ROAD AND 8.4 METERS (27.6 FT) EAST OF THE
 QW0376'CENTER OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT 2.1 METERS (7.0 FT)
 QW0376'AND ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0376'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 QW0376'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0476 ***********************************************************************
 TJ0476  DESIGNATION -  K 539
 TJ0476  PID         -  TJ0476
 TJ0476  STATE/COUNTY-  MT/PHILLIPS
 TJ0476  USGS QUAD   -  LAKE BOWDOIN (1984)
 TJ0476
 TJ0476                         *CURRENT SURVEY CONTROL
 TJ0476  ___________________________________________________________________
 TJ0476* NAD 83(1986)-  48 24 12.     (N)    107 43 50.     (W)     SCALED    
 TJ0476* NAVD 88     -       677.332  (meters)    2222.21   (feet)  ADJUSTED  
 TJ0476  ___________________________________________________________________
 TJ0476  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 TJ0476  DYNAMIC HT  -         677.418 (meters)    2222.50  (feet)  COMP
 TJ0476  MODELED GRAV-     980,716.8   (mgal)                       NAVD 88
 TJ0476
 TJ0476  VERT ORDER  -  FIRST     CLASS II
 TJ0476
 TJ0476.The horizontal coordinates were scaled from a topographic map and have
 TJ0476.an estimated accuracy of +/- 6 seconds.
 TJ0476
 TJ0476.The orthometric height was determined by differential leveling
 TJ0476.and adjusted by the National Geodetic Survey in June 1991..
 TJ0476
 TJ0476.The geoid height was determined by GEOID03.
 TJ0476
 TJ0476.The dynamic height is computed by dividing the NAVD 88
 TJ0476.geopotential number by the normal gravity value computed on the
 TJ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0476.degrees latitude (g = 980.6199 gals.).
 TJ0476
 TJ0476.The modeled gravity was interpolated from observed gravity values.
 TJ0476
 TJ0476;                    North         East    Units  Estimated Accuracy
 TJ0476;SPC MT       -   463,010.      730,960.      MT  (+/- 180 meters Scaled)
 TJ0476
 TJ0476                          SUPERSEDED SURVEY CONTROL
 TJ0476
 TJ0476.No superseded survey control is available for this station.
 TJ0476
 TJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBP979647(NAD 83)
 TJ0476_MARKER: I = METAL ROD
 TJ0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0476_SP_SET: STAINLESS STEEL ROD
 TJ0476_STAMPING: K 539 1980
 TJ0476_MARK LOGO: NGS   
 TJ0476_PROJECTION: FLUSH
 TJ0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0476_ROD/PIPE-DEPTH: 12.2 meters
 TJ0476
 TJ0476  HISTORY     - Date     Condition        Report By
 TJ0476  HISTORY     - 1980     MONUMENTED       NGS
 TJ0476  HISTORY     - 1982     GOOD             NGS
 TJ0476
 TJ0476                          STATION DESCRIPTION
 TJ0476
 TJ0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0476'13.1 KM (8.1 MI) EAST FROM MALTA.
 TJ0476'8.0 KM (4.95 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TJ0476'RAILROAD STATION IN MALTA, THENCE 5.1 KM (3.15 MI) EAST ALONG A PAVED
 TJ0476'ROAD, AT A FIELD ENTRANCE LEADING SOUTH ALONG THE NORTH EDGE OF THE
 TJ0476'BOWDOIN NATIONAL WILDLIFE REFUGE, 14.6 METERS (48.9 FT) EAST OF THE
 TJ0476'CENTER OF THE ROAD, 6.2 METERS (20.3 FT) NORTH OF THE CENTER OF THE
 TJ0476'FIELD ENTRANCE, 0.9 METERS (2.8 FT) NORTHEAST OF A WILDLIFE REFUGE
 TJ0476'SIGN, AND 0.5 METERS (1.6 FT) WEST OF A FENCE.  NOTE=ACCESS TO THE
 TJ0476'POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0476'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TJ0476'THE MARK IS 0.2 M BELOW THE ROAD.
 TJ0476
 TJ0476                          STATION RECOVERY (1982)
 TJ0476
 TJ0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TJ0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0016 ***********************************************************************
 TM0016  DESIGNATION -  K 54
 TM0016  PID         -  TM0016
 TM0016  STATE/COUNTY-  MT/TOOLE
 TM0016  USGS QUAD   -  ETHRIDGE (1966)
 TM0016
 TM0016                         *CURRENT SURVEY CONTROL
 TM0016  ___________________________________________________________________
 TM0016* NAD 83(1986)-  48 33 13.     (N)    112 04 53.     (W)     SCALED    
 TM0016* NAVD 88     -      1085.612  (meters)    3561.71   (feet)  ADJUSTED  
 TM0016  ___________________________________________________________________
 TM0016  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 TM0016  DYNAMIC HT  -        1085.663 (meters)    3561.88  (feet)  COMP
 TM0016  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 TM0016
 TM0016  VERT ORDER  -  FIRST     CLASS II
 TM0016
 TM0016.The horizontal coordinates were scaled from a topographic map and have
 TM0016.an estimated accuracy of +/- 6 seconds.
 TM0016
 TM0016.The orthometric height was determined by differential leveling
 TM0016.and adjusted by the National Geodetic Survey in June 1991..
 TM0016
 TM0016.The geoid height was determined by GEOID03.
 TM0016
 TM0016.The dynamic height is computed by dividing the NAVD 88
 TM0016.geopotential number by the normal gravity value computed on the
 TM0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0016.degrees latitude (g = 980.6199 gals.).
 TM0016
 TM0016.The modeled gravity was interpolated from observed gravity values.
 TM0016
 TM0016;                    North         East    Units  Estimated Accuracy
 TM0016;SPC MT       -   481,370.      409,510.      MT  (+/- 180 meters Scaled)
 TM0016
 TM0016                          SUPERSEDED SURVEY CONTROL
 TM0016
 TM0016  NGVD 29 (??/??/92) 1084.560  (m)         3558.26   (f) ADJ UNCH    1 2
 TM0016
 TM0016.Superseded values are not recommended for survey control.
 TM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0016.See file dsdata.txt to determine how the superseded data were derived.
 TM0016
 TM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU202783(NAD 83)
 TM0016_MARKER: DB = BENCH MARK DISK
 TM0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0016_STAMPING: K 54 1933
 TM0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0016+STABILITY: SURFACE MOTION
 TM0016
 TM0016  HISTORY     - Date     Condition        Report By
 TM0016  HISTORY     - 1933     MONUMENTED       CGS
 TM0016  HISTORY     - 1960     GOOD             DOD
 TM0016  HISTORY     - 1966     MARK NOT FOUND   USGS
 TM0016
 TM0016                          STATION DESCRIPTION
 TM0016
 TM0016'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 TM0016'1.9 MI E FROM ETHRIDGE.
 TM0016'1.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TM0016'ETHRIDGE, TOOLE COUNTY, 957 FEET EAST OF MILEPOST 1077, 445 FEET EAST
 TM0016'OF TWO DWARF SIGNALS, 77 FEET SOUTH OF THE SOUTH TRACK, AND 12 FEET
 TM0016'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 54 1933
 TM0016'AND SET IN THE TOP OF A CONCRETE POST.
 TM0016
 TM0016                          STATION RECOVERY (1966)
 TM0016
 TM0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TM0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0500 ***********************************************************************
 TJ0500  DESIGNATION -  K 540
 TJ0500  PID         -  TJ0500
 TJ0500  STATE/COUNTY-  MT/VALLEY
 TJ0500  USGS QUAD   -  HINSDALE NW (1984)
 TJ0500
 TJ0500                         *CURRENT SURVEY CONTROL
 TJ0500  ___________________________________________________________________
 TJ0500* NAD 83(1986)-  48 25 16.     (N)    107 09 44.     (W)     SCALED    
 TJ0500* NAVD 88     -       658.675  (meters)    2161.00   (feet)  ADJUSTED  
 TJ0500  ___________________________________________________________________
 TJ0500  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TJ0500  DYNAMIC HT  -         658.771 (meters)    2161.32  (feet)  COMP
 TJ0500  MODELED GRAV-     980,735.2   (mgal)                       NAVD 88
 TJ0500
 TJ0500  VERT ORDER  -  FIRST     CLASS II
 TJ0500
 TJ0500.The horizontal coordinates were scaled from a topographic map and have
 TJ0500.an estimated accuracy of +/- 6 seconds.
 TJ0500
 TJ0500.The orthometric height was determined by differential leveling
 TJ0500.and adjusted by the National Geodetic Survey in June 1991..
 TJ0500
 TJ0500.The geoid height was determined by GEOID03.
 TJ0500
 TJ0500.The dynamic height is computed by dividing the NAVD 88
 TJ0500.geopotential number by the normal gravity value computed on the
 TJ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0500.degrees latitude (g = 980.6199 gals.).
 TJ0500
 TJ0500.The modeled gravity was interpolated from observed gravity values.
 TJ0500
 TJ0500;                    North         East    Units  Estimated Accuracy
 TJ0500;SPC MT       -   466,080.      772,960.      MT  (+/- 180 meters Scaled)
 TJ0500
 TJ0500                          SUPERSEDED SURVEY CONTROL
 TJ0500
 TJ0500.No superseded survey control is available for this station.
 TJ0500
 TJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP400653(NAD 83)
 TJ0500_MARKER: DB = BENCH MARK DISK
 TJ0500_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TJ0500_SP_SET: ABUTMENT
 TJ0500_STAMPING: K 540 1980
 TJ0500_MARK LOGO: NGS   
 TJ0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0500
 TJ0500  HISTORY     - Date     Condition        Report By
 TJ0500  HISTORY     - 1980     MONUMENTED       NGS
 TJ0500
 TJ0500                          STATION DESCRIPTION
 TJ0500
 TJ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0500'6.5 KM (4.15 MI) NW FROM HINSDALE.
 TJ0500'6.7 KM (4.15 MI) NORTHWEST ALONG U. S. HIGHWAY 2 FROM THE RAILROAD
 TJ0500'STATION IN HINSDALE, IN TOP OF AND 0.3 METERS (1.0 FT) NORTHEAST OF
 TJ0500'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A HIGHWAY
 TJ0500'BRIDGE OVER BEAVER CREEK, 0.2 KM (0.1 MI) NORTHWEST OF MILE POST 509,
 TJ0500'AND 5.6 METERS (18.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 TJ0500'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0522 ***********************************************************************
 TJ0522  DESIGNATION -  K 541
 TJ0522  PID         -  TJ0522
 TJ0522  STATE/COUNTY-  MT/VALLEY
 TJ0522  USGS QUAD   -  TAMPICO (1978)
 TJ0522
 TJ0522                         *CURRENT SURVEY CONTROL
 TJ0522  ___________________________________________________________________
 TJ0522* NAD 83(1986)-  48 17 18.     (N)    106 48 15.     (W)     SCALED    
 TJ0522* NAVD 88     -       642.763  (meters)    2108.80   (feet)  ADJUSTED  
 TJ0522  ___________________________________________________________________
 TJ0522  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TJ0522  DYNAMIC HT  -         642.837 (meters)    2109.04  (feet)  COMP
 TJ0522  MODELED GRAV-     980,704.7   (mgal)                       NAVD 88
 TJ0522
 TJ0522  VERT ORDER  -  FIRST     CLASS II
 TJ0522
 TJ0522.The horizontal coordinates were scaled from a topographic map and have
 TJ0522.an estimated accuracy of +/- 6 seconds.
 TJ0522
 TJ0522.The orthometric height was determined by differential leveling
 TJ0522.and adjusted by the National Geodetic Survey in June 1991..
 TJ0522
 TJ0522.The geoid height was determined by GEOID03.
 TJ0522
 TJ0522.The dynamic height is computed by dividing the NAVD 88
 TJ0522.geopotential number by the normal gravity value computed on the
 TJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0522.degrees latitude (g = 980.6199 gals.).
 TJ0522
 TJ0522.The modeled gravity was interpolated from observed gravity values.
 TJ0522
 TJ0522;                    North         East    Units  Estimated Accuracy
 TJ0522;SPC MT       -   452,190.      799,940.      MT  (+/- 180 meters Scaled)
 TJ0522
 TJ0522                          SUPERSEDED SURVEY CONTROL
 TJ0522
 TJ0522.No superseded survey control is available for this station.
 TJ0522
 TJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP661499(NAD 83)
 TJ0522_MARKER: I = METAL ROD
 TJ0522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TJ0522_SP_SET: STAINLESS STEEL ROD
 TJ0522_STAMPING: K 541 1980
 TJ0522_MARK LOGO: NGS   
 TJ0522_PROJECTION: FLUSH
 TJ0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TJ0522_ROD/PIPE-DEPTH: 7.9  meters
 TJ0522
 TJ0522  HISTORY     - Date     Condition        Report By
 TJ0522  HISTORY     - 1980     MONUMENTED       NGS
 TJ0522
 TJ0522                          STATION DESCRIPTION
 TJ0522
 TJ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TJ0522'16.5 KM (10.25 MI) NW FROM GLASGOW.
 TJ0522'16.5 KM (10.25 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TJ0522'FROM THE STATION IN GLASGOW, SIX POLES SOUTHEAST OF MILEPOST 288, AT
 TJ0522'A FIELD ENTRANCE ROAD CROSSING THE TRACKS, 26.5 METERS (87.0 FT)
 TJ0522'SOUTHEAST OF THE CENTER OF THE ROAD, 17.8 METERS (58.5 FT) NORTHEAST
 TJ0522'OF THE NORTHEAST RAIL, 13.4 METERS (44.0 FT) SOUTHWEST OF THE CENTER
 TJ0522'OF A ROAD AND 1.0 METER (3.4 FT) SOUTHEAST OF A UTILITY POLE.
 TJ0522'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TJ0522'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TJ0522'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0424 ***********************************************************************
 TH0424  DESIGNATION -  K 542
 TH0424  PID         -  TH0424
 TH0424  STATE/COUNTY-  MT/ROOSEVELT
 TH0424  USGS QUAD   -  MACON (1972)
 TH0424
 TH0424                         *CURRENT SURVEY CONTROL
 TH0424  ___________________________________________________________________
 TH0424* NAD 83(1986)-  48 06 03.     (N)    105 37 20.     (W)     SCALED    
 TH0424* NAVD 88     -       610.552  (meters)    2003.12   (feet)  ADJUSTED  
 TH0424  ___________________________________________________________________
 TH0424  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TH0424  DYNAMIC HT  -         610.624 (meters)    2003.36  (feet)  COMP
 TH0424  MODELED GRAV-     980,710.4   (mgal)                       NAVD 88
 TH0424
 TH0424  VERT ORDER  -  FIRST     CLASS II
 TH0424
 TH0424.The horizontal coordinates were scaled from a topographic map and have
 TH0424.an estimated accuracy of +/- 6 seconds.
 TH0424
 TH0424.The orthometric height was determined by differential leveling
 TH0424.and adjusted by the National Geodetic Survey in June 1991..
 TH0424
 TH0424.The geoid height was determined by GEOID03.
 TH0424
 TH0424.The dynamic height is computed by dividing the NAVD 88
 TH0424.geopotential number by the normal gravity value computed on the
 TH0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0424.degrees latitude (g = 980.6199 gals.).
 TH0424
 TH0424.The modeled gravity was interpolated from observed gravity values.
 TH0424
 TH0424;                    North         East    Units  Estimated Accuracy
 TH0424;SPC MT       -   435,050.      888,580.      MT  (+/- 180 meters Scaled)
 TH0424
 TH0424                          SUPERSEDED SURVEY CONTROL
 TH0424
 TH0424.No superseded survey control is available for this station.
 TH0424
 TH0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP536276(NAD 83)
 TH0424_MARKER: I = METAL ROD
 TH0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0424_SP_SET: STAINLESS STEEL ROD
 TH0424_STAMPING: K 542 1980
 TH0424_MARK LOGO: NGS   
 TH0424_PROJECTION: FLUSH
 TH0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0424_ROD/PIPE-DEPTH: 7.3  meters
 TH0424
 TH0424  HISTORY     - Date     Condition        Report By
 TH0424  HISTORY     - 1980     MONUMENTED       NGS
 TH0424
 TH0424                          STATION DESCRIPTION
 TH0424
 TH0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0424'1.9 KM (1.15 MI) EAST FROM WOLF POINT.
 TH0424'1.9 KM (1.15 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM ITS JUNCTION
 TH0424'WITH STATE HIGHWAY 13W IN WOLF POINT, 0.1 KM (0.05 MI) EAST OF A
 TH0424'SMALL BRIDGE, 23.0 METERS (75.5 FT) SOUTHEAST OF THE CENTERLINE OF
 TH0424'THE HIGHWAY, 14.8 METERS (48.6 FT) SOUTHWEST OF THE CENTER OF A
 TH0424'DRIVEWAY, AND 0.8 METER (2.5 FT) SOUTHWEST OF A FENCE CORNER.
 TH0424'NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM POINT IS
 TH0424'THROUGH A 5-INCH LOGO CAP.
 TH0424'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST AND FENCE
 TH0424'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0423 ***********************************************************************
 TH0423  DESIGNATION -  K 543
 TH0423  PID         -  TH0423
 TH0423  STATE/COUNTY-  MT/ROOSEVELT
 TH0423  USGS QUAD   -  WOLF POINT (1989)
 TH0423
 TH0423                         *CURRENT SURVEY CONTROL
 TH0423  ___________________________________________________________________
 TH0423* NAD 83(1986)-  48 05 31.     (N)    105 38 31.     (W)     SCALED    
 TH0423* NAVD 88     -       610.763  (meters)    2003.81   (feet)  ADJUSTED  
 TH0423  ___________________________________________________________________
 TH0423  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TH0423  DYNAMIC HT  -         610.836 (meters)    2004.05  (feet)  COMP
 TH0423  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 TH0423
 TH0423  VERT ORDER  -  FIRST     CLASS II
 TH0423
 TH0423.The horizontal coordinates were scaled from a topographic map and have
 TH0423.an estimated accuracy of +/- 6 seconds.
 TH0423
 TH0423.The orthometric height was determined by differential leveling
 TH0423.and adjusted by the National Geodetic Survey in June 1991..
 TH0423
 TH0423.The geoid height was determined by GEOID03.
 TH0423
 TH0423.The dynamic height is computed by dividing the NAVD 88
 TH0423.geopotential number by the normal gravity value computed on the
 TH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0423.degrees latitude (g = 980.6199 gals.).
 TH0423
 TH0423.The modeled gravity was interpolated from observed gravity values.
 TH0423
 TH0423;                    North         East    Units  Estimated Accuracy
 TH0423;SPC MT       -   433,990.      887,160.      MT  (+/- 180 meters Scaled)
 TH0423
 TH0423                          SUPERSEDED SURVEY CONTROL
 TH0423
 TH0423.No superseded survey control is available for this station.
 TH0423
 TH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP521267(NAD 83)
 TH0423_MARKER: DB = BENCH MARK DISK
 TH0423_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TH0423_SP_SET: ABUTMENT
 TH0423_STAMPING: K 543 1980
 TH0423_MARK LOGO: NGS   
 TH0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0423
 TH0423  HISTORY     - Date     Condition        Report By
 TH0423  HISTORY     - 1980     MONUMENTED       NGS
 TH0423  HISTORY     - 20060909 GOOD             GEOCAC
 TH0423
 TH0423                          STATION DESCRIPTION
 TH0423
 TH0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0423'IN WOLF POINT.
 TH0423'IN WOLF POINT, AT THE BURLINGTON NORTHERN RAILROAD BRIDGE OVER
 TH0423'STATE HIGHWAY 13W, SET IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST
 TH0423'ABUTMENT, 13.6 METERS (44.5 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 TH0423'MAIN TRACK.
 TH0423'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 TH0423
 TH0423                          STATION RECOVERY (2006)
 TH0423
 TH0423'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 TH0423'HANDHELD COORDINATES ARE N48-05-30.12 W105-38-30.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0462 ***********************************************************************
 TH0462  DESIGNATION -  K 544
 TH0462  PID         -  TH0462
 TH0462  STATE/COUNTY-  MT/ROOSEVELT
 TH0462  USGS QUAD   -  BROCKTON (1989)
 TH0462
 TH0462                         *CURRENT SURVEY CONTROL
 TH0462  ___________________________________________________________________
 TH0462* NAD 83(1986)-  48 07 53.     (N)    104 58 09.     (W)     SCALED    
 TH0462* NAVD 88     -       597.621  (meters)    1960.69   (feet)  ADJUSTED  
 TH0462  ___________________________________________________________________
 TH0462  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 TH0462  DYNAMIC HT  -         597.689 (meters)    1960.92  (feet)  COMP
 TH0462  MODELED GRAV-     980,705.3   (mgal)                       NAVD 88
 TH0462
 TH0462  VERT ORDER  -  FIRST     CLASS II
 TH0462
 TH0462.The horizontal coordinates were scaled from a topographic map and have
 TH0462.an estimated accuracy of +/- 6 seconds.
 TH0462
 TH0462.The orthometric height was determined by differential leveling
 TH0462.and adjusted by the National Geodetic Survey in June 1991..
 TH0462
 TH0462.The geoid height was determined by GEOID03.
 TH0462
 TH0462.The dynamic height is computed by dividing the NAVD 88
 TH0462.geopotential number by the normal gravity value computed on the
 TH0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0462.degrees latitude (g = 980.6199 gals.).
 TH0462
 TH0462.The modeled gravity was interpolated from observed gravity values.
 TH0462
 TH0462;                    North         East    Units  Estimated Accuracy
 TH0462;SPC MT       -   441,050.      936,930.      MT  (+/- 180 meters Scaled)
 TH0462
 TH0462                          SUPERSEDED SURVEY CONTROL
 TH0462
 TH0462.No superseded survey control is available for this station.
 TH0462
 TH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP022309(NAD 83)
 TH0462_MARKER: I = METAL ROD
 TH0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0462_SP_SET: STAINLESS STEEL ROD
 TH0462_STAMPING: K 544 1980
 TH0462_MARK LOGO: NGS   
 TH0462_PROJECTION: FLUSH
 TH0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0462_ROD/PIPE-DEPTH: 7.3  meters
 TH0462
 TH0462  HISTORY     - Date     Condition        Report By
 TH0462  HISTORY     - 1980     MONUMENTED       NGS
 TH0462
 TH0462                          STATION DESCRIPTION
 TH0462
 TH0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0462'17.4 KM (10.8 MI) EAST FROM POPLAR.
 TH0462'17.8 KM (10.8 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE FORT PECK
 TH0462'TRIBAL HEADQUARTERS IN POPLAR, 0.8 KM (0.5 MI) EAST OF A SIDE ROAD
 TH0462'LEADING NORTH, 30.0 METERS (98.5 FT) SOUTHEAST OF THE CENTERLINE OF
 TH0462'THE HIGHWAY, AND 14.5 METERS (47.5 FT) SOUTHEAST OF MILE POST 623.
 TH0462'NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM POINT IS
 TH0462'THROUGH A 5-INCH LOGO CAP.
 TH0462'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 TH0462'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0540 ***********************************************************************
 TH0540  DESIGNATION -  K 545
 TH0540  PID         -  TH0540
 TH0540  STATE/COUNTY-  MT/ROOSEVELT
 TH0540  USGS QUAD   -  FROID (1983)
 TH0540
 TH0540                         *CURRENT SURVEY CONTROL
 TH0540  ___________________________________________________________________
 TH0540* NAD 83(1986)-  48 19 51.     (N)    104 29 51.     (W)     SCALED    
 TH0540* NAVD 88     -       615.054  (meters)    2017.89   (feet)  ADJUSTED  
 TH0540  ___________________________________________________________________
 TH0540  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 TH0540  DYNAMIC HT  -         615.146 (meters)    2018.19  (feet)  COMP
 TH0540  MODELED GRAV-     980,739.6   (mgal)                       NAVD 88
 TH0540
 TH0540  VERT ORDER  -  FIRST     CLASS II
 TH0540
 TH0540.The horizontal coordinates were scaled from a topographic map and have
 TH0540.an estimated accuracy of +/- 6 seconds.
 TH0540
 TH0540.The orthometric height was determined by differential leveling
 TH0540.and adjusted by the National Geodetic Survey in June 1991..
 TH0540
 TH0540.The geoid height was determined by GEOID03.
 TH0540
 TH0540.The dynamic height is computed by dividing the NAVD 88
 TH0540.geopotential number by the normal gravity value computed on the
 TH0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0540.degrees latitude (g = 980.6199 gals.).
 TH0540
 TH0540.The modeled gravity was interpolated from observed gravity values.
 TH0540
 TH0540;                    North         East    Units  Estimated Accuracy
 TH0540;SPC MT       -   465,300.      970,540.      MT  (+/- 180 meters Scaled)
 TH0540
 TH0540                          SUPERSEDED SURVEY CONTROL
 TH0540
 TH0540.No superseded survey control is available for this station.
 TH0540
 TH0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP372531(NAD 83)
 TH0540_MARKER: DB = BENCH MARK DISK
 TH0540_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TH0540_SP_SET: BRIDGE ABUTMENT
 TH0540_STAMPING: K 545 1980
 TH0540_MARK LOGO: NGS   
 TH0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0540
 TH0540  HISTORY     - Date     Condition        Report By
 TH0540  HISTORY     - 1980     MONUMENTED       NGS
 TH0540
 TH0540                          STATION DESCRIPTION
 TH0540
 TH0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TH0540'0.5 KM (0.3 MI) SOUTH FROM FROID.
 TH0540'0.2 KM (0.15 MI) SOUTHWEST ALONG COUNTY ROAD 405 FROM THE RAILROAD
 TH0540'STATION IN FROID, THENCE 0.2 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAY
 TH0540'16, IN THE EAST END OF THE SOUTH BRIDGE ABUTMENT, 7.5 METERS (24.6 FT)
 TH0540'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 METER (0.8 FT) NORTH
 TH0540'OF THE SOUTH END OF THE BRIDGE ABUTMENT.
 TH0540'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0516 ***********************************************************************
 TH0516  DESIGNATION -  K 547
 TH0516  PID         -  TH0516
 TH0516  STATE/COUNTY-  MT/SHERIDAN
 TH0516  USGS QUAD   -  ANTELOPE (1988)
 TH0516
 TH0516                         *CURRENT SURVEY CONTROL
 TH0516  ___________________________________________________________________
 TH0516* NAD 83(1986)-  48 39 11.     (N)    104 26 15.     (W)     SCALED    
 TH0516* NAVD 88     -       606.566  (meters)    1990.04   (feet)  ADJUSTED  
 TH0516  ___________________________________________________________________
 TH0516  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TH0516  DYNAMIC HT  -         606.667 (meters)    1990.37  (feet)  COMP
 TH0516  MODELED GRAV-     980,757.0   (mgal)                       NAVD 88
 TH0516
 TH0516  VERT ORDER  -  FIRST     CLASS II
 TH0516
 TH0516.The horizontal coordinates were scaled from a topographic map and have
 TH0516.an estimated accuracy of +/- 6 seconds.
 TH0516
 TH0516.The orthometric height was determined by differential leveling
 TH0516.and adjusted by the National Geodetic Survey in June 1991..
 TH0516
 TH0516.The geoid height was determined by GEOID03.
 TH0516
 TH0516.The dynamic height is computed by dividing the NAVD 88
 TH0516.geopotential number by the normal gravity value computed on the
 TH0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0516.degrees latitude (g = 980.6199 gals.).
 TH0516
 TH0516.The modeled gravity was interpolated from observed gravity values.
 TH0516
 TH0516;                    North         East    Units  Estimated Accuracy
 TH0516;SPC MT       -   501,340.      972,670.      MT  (+/- 180 meters Scaled)
 TH0516
 TH0516                          SUPERSEDED SURVEY CONTROL
 TH0516
 TH0516.No superseded survey control is available for this station.
 TH0516
 TH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP414890(NAD 83)
 TH0516_MARKER: I = METAL ROD
 TH0516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0516_SP_SET: STAINLESS STEEL ROD
 TH0516_STAMPING: K 547 1981
 TH0516_MARK LOGO: NGS   
 TH0516_PROJECTION: FLUSH
 TH0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0516_ROD/PIPE-DEPTH: 7.3  meters
 TH0516
 TH0516  HISTORY     - Date     Condition        Report By
 TH0516  HISTORY     - 1981     MONUMENTED       NGS
 TH0516
 TH0516                          STATION DESCRIPTION
 TH0516
 TH0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0516'19.0 KM (11.8 MI) NORTH FROM MEDICINE LAKE.
 TH0516'0.6 MI (0.35 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TH0516'MEDICINE LAKE, THENCE 18.4 KM (11.45 MI) NORTHERLY ALONG STATE HIGHWAY
 TH0516'16, 0.5 KM (0.3 MI) NORTH OF MILE POST 53, OR, 18.4 KM
 TH0516'(11.45 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE CITY HALL IN
 TH0516'PLENTYWOOD, 24.7 METERS (81.0 FT) WEST OF THE CENTERLINE OF THE
 TH0516'HIGHWAY, 5.6 METERS (18.5 FT) NORTH OF THE CENTER OF A FIELD
 TH0516'ENTRANCE ROAD, AND 0.3 METERS (1.0 FT) EAST OF A WIRE FENCE.
 TH0516'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TH0516'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 TH0516'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0498 ***********************************************************************
 TH0498  DESIGNATION -  K 548
 TH0498  PID         -  TH0498
 TH0498  STATE/COUNTY-  MT/SHERIDAN
 TH0498  USGS QUAD   -  RAYMOND (1983)
 TH0498
 TH0498                         *CURRENT SURVEY CONTROL
 TH0498  ___________________________________________________________________
 TH0498* NAD 83(1986)-  48 53 45.     (N)    104 34 51.     (W)     SCALED    
 TH0498* NAVD 88     -       715.687  (meters)    2348.05   (feet)  ADJUSTED  
 TH0498  ___________________________________________________________________
 TH0498  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TH0498  DYNAMIC HT  -         715.812 (meters)    2348.46  (feet)  COMP
 TH0498  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 TH0498
 TH0498  VERT ORDER  -  FIRST     CLASS II
 TH0498
 TH0498.The horizontal coordinates were scaled from a topographic map and have
 TH0498.an estimated accuracy of +/- 6 seconds.
 TH0498
 TH0498.The orthometric height was determined by differential leveling
 TH0498.and adjusted by the National Geodetic Survey in June 1991..
 TH0498
 TH0498.The geoid height was determined by GEOID03.
 TH0498
 TH0498.The dynamic height is computed by dividing the NAVD 88
 TH0498.geopotential number by the normal gravity value computed on the
 TH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0498.degrees latitude (g = 980.6199 gals.).
 TH0498
 TH0498.The modeled gravity was interpolated from observed gravity values.
 TH0498
 TH0498;                    North         East    Units  Estimated Accuracy
 TH0498;SPC MT       -   527,610.      960,440.      MT  (+/- 180 meters Scaled)
 TH0498
 TH0498                          SUPERSEDED SURVEY CONTROL
 TH0498
 TH0498.No superseded survey control is available for this station.
 TH0498
 TH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ307159(NAD 83)
 TH0498_MARKER: I = METAL ROD
 TH0498_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TH0498_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TH0498_STAMPING: K 548 1981
 TH0498_MARK LOGO: NGS   
 TH0498_PROJECTION: FLUSH
 TH0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TH0498+STABILITY: POSITION/ELEVATION WELL
 TH0498_ROD/PIPE-DEPTH: 13.4 meters
 TH0498_SLEEVE-DEPTH  : 11 meters
 TH0498
 TH0498  HISTORY     - Date     Condition        Report By
 TH0498  HISTORY     - 1981     MONUMENTED       NGS
 TH0498
 TH0498                          STATION DESCRIPTION
 TH0498
 TH0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0498'11.6 KM (7.2 MI) SOUTH FROM REGWAY.
 TH0498'11.6 KM (7.2 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE
 TH0498'U.S.-CANADIAN BORDER AT REGWAY, AT A GRAVELED ROAD LEADING EAST,
 TH0498'23.2 METERS (76.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.8
 TH0498'METERS (25.5 FT) SOUTH OF THE CENTER OF THE ROAD, AND 2.4 METERS
 TH0498'(8.0 FT) EAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 TH0498'IS THROUGH A 5-INCH LOGO CAP.
 TH0498'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 TH0498'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0314 ***********************************************************************
 SP0314  DESIGNATION -  K 549
 SP0314  PID         -  SP0314
 SP0314  STATE/COUNTY-  MT/RICHLAND
 SP0314  USGS QUAD   -  FAIRVIEW (1972)
 SP0314
 SP0314                         *CURRENT SURVEY CONTROL
 SP0314  ___________________________________________________________________
 SP0314* NAD 83(1986)-  47 49 38.     (N)    104 04 40.     (W)     SCALED    
 SP0314* NAVD 88     -       591.851  (meters)    1941.76   (feet)  ADJUSTED  
 SP0314  ___________________________________________________________________
 SP0314  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 SP0314  DYNAMIC HT  -         591.913 (meters)    1941.97  (feet)  COMP
 SP0314  MODELED GRAV-     980,697.8   (mgal)                       NAVD 88
 SP0314
 SP0314  VERT ORDER  -  FIRST     CLASS II
 SP0314
 SP0314.The horizontal coordinates were scaled from a topographic map and have
 SP0314.an estimated accuracy of +/- 6 seconds.
 SP0314
 SP0314.The orthometric height was determined by differential leveling
 SP0314.and adjusted by the National Geodetic Survey in June 1991..
 SP0314
 SP0314.The geoid height was determined by GEOID03.
 SP0314
 SP0314.The dynamic height is computed by dividing the NAVD 88
 SP0314.geopotential number by the normal gravity value computed on the
 SP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0314.degrees latitude (g = 980.6199 gals.).
 SP0314
 SP0314.The modeled gravity was interpolated from observed gravity values.
 SP0314
 SP0314;                    North         East    Units  Estimated Accuracy
 SP0314;SPC MT       -   411,530.    1,005,460.      MT  (+/- 180 meters Scaled)
 SP0314
 SP0314                          SUPERSEDED SURVEY CONTROL
 SP0314
 SP0314.No superseded survey control is available for this station.
 SP0314
 SP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN690975(NAD 83)
 SP0314_MARKER: I = METAL ROD
 SP0314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0314_SP_SET: STAINLESS STEEL ROD
 SP0314_STAMPING: K 549 1981
 SP0314_MARK LOGO: NGS   
 SP0314_PROJECTION: FLUSH
 SP0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0314_ROD/PIPE-DEPTH: 3.7  meters
 SP0314
 SP0314  HISTORY     - Date     Condition        Report By
 SP0314  HISTORY     - 1981     MONUMENTED       NGS
 SP0314
 SP0314                          STATION DESCRIPTION
 SP0314
 SP0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0314'4.0 KM (2.5 MI) SW FROM FAIRVIEW.
 SP0314'4.0 KM (2.5 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SP0314'OFFICE IN FAIRVIEW, 31.7 METERS (104.0 FT) NORTHWEST OF THE CENTERLINE
 SP0314'OF THE HIGHWAY, 13.1 METERS (43.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 SP0314'THE SOUTHEAST BANK OF A CANAL, 5.5 METERS (18.0 FT) NORTHEAST THE
 SP0314'CENTER OF A FIELD ENTRANCE AND 0.3 METER (1.0 FT) SOUTHEAST OF A
 SP0314'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0314'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 SP0314'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0015 ***********************************************************************
 SU0015  DESIGNATION -  K 55
 SU0015  PID         -  SU0015
 SU0015  STATE/COUNTY-  MT/LAKE
 SU0015  USGS QUAD   -  POLSON (1964)
 SU0015
 SU0015                         *CURRENT SURVEY CONTROL
 SU0015  ___________________________________________________________________
 SU0015* NAD 83(1986)-  47 44 16.     (N)    114 13 24.     (W)     SCALED    
 SU0015* NAVD 88     -       997.396  (meters)    3272.29   (feet)  ADJUSTED  
 SU0015  ___________________________________________________________________
 SU0015  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SU0015  DYNAMIC HT  -         997.358 (meters)    3272.17  (feet)  COMP
 SU0015  MODELED GRAV-     980,540.5   (mgal)                       NAVD 88
 SU0015
 SU0015  VERT ORDER  -  FIRST     CLASS II
 SU0015
 SU0015.The horizontal coordinates were scaled from a topographic map and have
 SU0015.an estimated accuracy of +/- 6 seconds.
 SU0015
 SU0015.The orthometric height was determined by differential leveling
 SU0015.and adjusted by the National Geodetic Survey in June 1991..
 SU0015
 SU0015.The geoid height was determined by GEOID03.
 SU0015
 SU0015.The dynamic height is computed by dividing the NAVD 88
 SU0015.geopotential number by the normal gravity value computed on the
 SU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0015.degrees latitude (g = 980.6199 gals.).
 SU0015
 SU0015.The modeled gravity was interpolated from observed gravity values.
 SU0015
 SU0015;                    North         East    Units  Estimated Accuracy
 SU0015;SPC MT       -   398,230.      246,140.      MT  (+/- 180 meters Scaled)
 SU0015
 SU0015                          SUPERSEDED SURVEY CONTROL
 SU0015
 SU0015  NGVD 29 (??/??/92)  996.290  (m)         3268.66   (f) ADJ UNCH    1 2
 SU0015
 SU0015.Superseded values are not recommended for survey control.
 SU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0015.See file dsdata.txt to determine how the superseded data were derived.
 SU0015
 SU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN081908(NAD 83)
 SU0015_MARKER: DB = BENCH MARK DISK
 SU0015_SETTING: 0 = UNSPECIFIED SETTING
 SU0015_STAMPING: K 55 1933
 SU0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0015
 SU0015  HISTORY     - Date     Condition        Report By
 SU0015  HISTORY     - 1933     MONUMENTED       CGS
 SU0015
 SU0015                          STATION DESCRIPTION
 SU0015
 SU0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SU0015'4.6 MI NW FROM POLSON.
 SU0015'4.6 MI. N.W. ALONG U.S. HIGHWAY NO. 93, FROM POST OFFICE 0.7 MILE
 SU0015'NORTHWEST OF SUNNY SLOPE SCHOOLHOUSE, DISTRICT NO. 46, 79 FEET EAST OF
 SU0015'SMALL ANGLE IN FENCE AT GATE, ON CURVE IN ROAD, 32 FEET NORTH OF
 SU0015'CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0016 ***********************************************************************
 SU0016  DESIGNATION -  K 55 RESET
 SU0016  PID         -  SU0016
 SU0016  STATE/COUNTY-  MT/LAKE
 SU0016  USGS QUAD   -  POLSON (1964)
 SU0016
 SU0016                         *CURRENT SURVEY CONTROL
 SU0016  ___________________________________________________________________
 SU0016* NAD 83(1986)-  47 44 15.     (N)    114 13 23.     (W)     SCALED    
 SU0016* NAVD 88     -       997.028  (meters)    3271.08   (feet)  ADJUSTED  
 SU0016  ___________________________________________________________________
 SU0016  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 SU0016  DYNAMIC HT  -         996.990 (meters)    3270.96  (feet)  COMP
 SU0016  MODELED GRAV-     980,540.9   (mgal)                       NAVD 88
 SU0016
 SU0016  VERT ORDER  -  FIRST     CLASS II
 SU0016
 SU0016.The horizontal coordinates were scaled from a topographic map and have
 SU0016.an estimated accuracy of +/- 6 seconds.
 SU0016
 SU0016.The orthometric height was determined by differential leveling
 SU0016.and adjusted by the National Geodetic Survey in June 1991..
 SU0016
 SU0016.The geoid height was determined by GEOID03.
 SU0016
 SU0016.The dynamic height is computed by dividing the NAVD 88
 SU0016.geopotential number by the normal gravity value computed on the
 SU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0016.degrees latitude (g = 980.6199 gals.).
 SU0016
 SU0016.The modeled gravity was interpolated from observed gravity values.
 SU0016
 SU0016;                    North         East    Units  Estimated Accuracy
 SU0016;SPC MT       -   398,200.      246,160.      MT  (+/- 180 meters Scaled)
 SU0016
 SU0016                          SUPERSEDED SURVEY CONTROL
 SU0016
 SU0016  NGVD 29 (??/??/??)  995.91   (m)         3267.4    (f) RESET       3  
 SU0016
 SU0016.Superseded values are not recommended for survey control.
 SU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0016.See file dsdata.txt to determine how the superseded data were derived.
 SU0016
 SU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQN081908(NAD 83)
 SU0016_MARKER: DD = SURVEY DISK
 SU0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0016_STAMPING: K 55 RESET 1953
 SU0016_PROJECTION: PROJECTING 5 CENTIMETERS
 SU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0016+STABILITY: SURFACE MOTION
 SU0016
 SU0016  HISTORY     - Date     Condition        Report By
 SU0016  HISTORY     - 1953     MONUMENTED       MTSHC
 SU0016  HISTORY     - 1979     GOOD             NGS
 SU0016
 SU0016                          STATION DESCRIPTION
 SU0016
 SU0016'DESCRIBED BY MONTANA STATE HIGHWAY COMMISSION 1953
 SU0016'4.2 MI NW FROM POLSON.
 SU0016'4.2 MILES NORTHWEST ALONG NEW U.S. HIGHWAY 93 FROM THE POST OFFICE AT
 SU0016'POLSON, LAKE COUNTY, 105 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT
 SU0016'SURVEY STATION 196+67, 27 FEET NORTH OF A FENCE CORNER, 8 FEET NORTH
 SU0016'OF THE NORTHWEST CORNER OF A GATE, 4 FEET SOUTHWEST OF A POWERLINE
 SU0016'POLE, 4 FEET NORTH OF AN ANCHOR, 3 FEET FROM A FENCE, 2 FEET SOUTHEAST
 SU0016'OF A WHITE WOODEN WITNESS POST, AND ABOUT 12-1/2 FEET HIGHER THAN THE
 SU0016'HIGHWAY.  A STANDARD DISK, STAMPED K 55 RESET 1953 AND SET IN THE TOP
 SU0016'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 SU0016
 SU0016                          STATION RECOVERY (1979)
 SU0016
 SU0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SU0016'6.1 MILES NORTHWEST ALONG U. S. HIGHWAY 93 FROM ITS JUNCTION WITH
 SU0016'STATE HIGHWAY 35 IN POLSON, ON THE WEST CUT BANK AT THE FIRST STEEP
 SU0016'GRADE NORTH OF POLSON, 0.15 MILE NORTH OF MILE POST 65, 0.1 MILE
 SU0016'SOUTH OF THE ENTRANCE TO A PRIVATE ROAD LEADING WEST, 105 FEET
 SU0016'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 56 FEET NORTHWEST OF
 SU0016'POWER LINE POLE NUMBER 248343, 27 FEET SOUTH OF THE CENTERLINE OF THE
 SU0016'OLD HIGHWAY GRADE.
 SU0016'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 SU0016'THE MARK IS 12 FT ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0269 ***********************************************************************
 SP0269  DESIGNATION -  K 550
 SP0269  PID         -  SP0269
 SP0269  STATE/COUNTY-  MT/DAWSON
 SP0269  USGS QUAD   -  INTAKE (1966)
 SP0269
 SP0269                         *CURRENT SURVEY CONTROL
 SP0269  ___________________________________________________________________
 SP0269* NAD 83(1986)-  47 17 37.     (N)    104 32 05.     (W)     SCALED    
 SP0269* NAVD 88     -       650.346  (meters)    2133.68   (feet)  ADJUSTED  
 SP0269  ___________________________________________________________________
 SP0269  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 SP0269  DYNAMIC HT  -         650.387 (meters)    2133.81  (feet)  COMP
 SP0269  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 SP0269
 SP0269  VERT ORDER  -  FIRST     CLASS II
 SP0269
 SP0269.The horizontal coordinates were scaled from a topographic map and have
 SP0269.an estimated accuracy of +/- 6 seconds.
 SP0269
 SP0269.The orthometric height was determined by differential leveling
 SP0269.and adjusted by the National Geodetic Survey in June 1991..
 SP0269
 SP0269.The geoid height was determined by GEOID03.
 SP0269
 SP0269.The dynamic height is computed by dividing the NAVD 88
 SP0269.geopotential number by the normal gravity value computed on the
 SP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0269.degrees latitude (g = 980.6199 gals.).
 SP0269
 SP0269.The modeled gravity was interpolated from observed gravity values.
 SP0269
 SP0269;                    North         East    Units  Estimated Accuracy
 SP0269;SPC MT       -   350,090.      975,090.      MT  (+/- 180 meters Scaled)
 SP0269
 SP0269                          SUPERSEDED SURVEY CONTROL
 SP0269
 SP0269.No superseded survey control is available for this station.
 SP0269
 SP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN351378(NAD 83)
 SP0269_MARKER: I = METAL ROD
 SP0269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0269_SP_SET: STAINLESS STEEL ROD
 SP0269_STAMPING: K 550 1981
 SP0269_MARK LOGO: NGS   
 SP0269_PROJECTION: FLUSH
 SP0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0269_ROD/PIPE-DEPTH: 6.1  meters
 SP0269
 SP0269  HISTORY     - Date     Condition        Report By
 SP0269  HISTORY     - 1981     MONUMENTED       NGS
 SP0269
 SP0269                          STATION DESCRIPTION
 SP0269
 SP0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0269'24.2 KM (15.0 MI) SW FROM SAVAGE.
 SP0269'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SP0269'SAVAGE, THENCE 23.7 KM (14.75 MI) SOUTHWESTERLY ALONG STATE HIGHWAY
 SP0269'16, 39.9 METERS (131.0 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD,
 SP0269'31.4 METERS (103.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 SP0269'HIGHWAY, 24.4 METERS (80.0 FT) WEST-SOUTHWEST OF A FENCE CORNER AND
 SP0269'0.3 METER (1.0 FT) SOUTH-SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE
 SP0269'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0269'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 SP0269'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0382 ***********************************************************************
 RT0382  DESIGNATION -  K 551
 RT0382  PID         -  RT0382
 RT0382  STATE/COUNTY-  MT/PRAIRIE
 RT0382  USGS QUAD   -  ZERO (1969)
 RT0382
 RT0382                         *CURRENT SURVEY CONTROL
 RT0382  ___________________________________________________________________
 RT0382* NAD 83(1986)-  46 44 19.     (N)    105 25 40.     (W)     SCALED    
 RT0382* NAVD 88     -       680.569  (meters)    2232.83   (feet)  ADJUSTED  
 RT0382  ___________________________________________________________________
 RT0382  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 RT0382  DYNAMIC HT  -         680.553 (meters)    2232.78  (feet)  COMP
 RT0382  MODELED GRAV-     980,568.5   (mgal)                       NAVD 88
 RT0382
 RT0382  VERT ORDER  -  FIRST     CLASS II
 RT0382
 RT0382.The horizontal coordinates were scaled from a topographic map and have
 RT0382.an estimated accuracy of +/- 6 seconds.
 RT0382
 RT0382.The orthometric height was determined by differential leveling
 RT0382.and adjusted by the National Geodetic Survey in June 1991..
 RT0382
 RT0382.The geoid height was determined by GEOID03.
 RT0382
 RT0382.The dynamic height is computed by dividing the NAVD 88
 RT0382.geopotential number by the normal gravity value computed on the
 RT0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0382.degrees latitude (g = 980.6199 gals.).
 RT0382
 RT0382.The modeled gravity was interpolated from observed gravity values.
 RT0382
 RT0382;                    North         East    Units  Estimated Accuracy
 RT0382;SPC MT       -   284,620.      910,900.      MT  (+/- 180 meters Scaled)
 RT0382
 RT0382                          SUPERSEDED SURVEY CONTROL
 RT0382
 RT0382.No superseded survey control is available for this station.
 RT0382
 RT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM673762(NAD 83)
 RT0382_MARKER: DB = BENCH MARK DISK
 RT0382_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RT0382_SP_SET: ABUTMENT
 RT0382_STAMPING: K 551 1981
 RT0382_MARK LOGO: NGS   
 RT0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0382
 RT0382  HISTORY     - Date     Condition        Report By
 RT0382  HISTORY     - 1981     MONUMENTED       NGS
 RT0382
 RT0382                          STATION DESCRIPTION
 RT0382
 RT0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RT0382'12.9 KM (8.0 MI) SW FROM TERRY.
 RT0382'12.9 KM (8.0 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0382'FROM THE RAILROAD STATION IN TERRY, IN TOP OF THE NORTHWEST END OF THE
 RT0382'NORTHEAST ABUTMENT OF THE RAILROAD BRIDGE OVER THE POWDER RIVER AND
 RT0382'1.5 METERS (4.9 FT) NORTHWEST OF THE NEAR RAIL.
 RT0382'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0391 ***********************************************************************
 RT0391  DESIGNATION -  K 552
 RT0391  PID         -  RT0391
 RT0391  STATE/COUNTY-  MT/DAWSON
 RT0391  USGS QUAD   -  HOYT (1983)
 RT0391
 RT0391                         *CURRENT SURVEY CONTROL
 RT0391  ___________________________________________________________________
 RT0391* NAD 83(1986)-  46 57 14.     (N)    104 48 02.     (W)     SCALED    
 RT0391* NAVD 88     -       646.004  (meters)    2119.43   (feet)  ADJUSTED  
 RT0391  ___________________________________________________________________
 RT0391  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 RT0391  DYNAMIC HT  -         645.995 (meters)    2119.40  (feet)  COMP
 RT0391  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 RT0391
 RT0391  VERT ORDER  -  FIRST     CLASS II
 RT0391
 RT0391.The horizontal coordinates were scaled from a topographic map and have
 RT0391.an estimated accuracy of +/- 6 seconds.
 RT0391
 RT0391.The orthometric height was determined by differential leveling
 RT0391.and adjusted by the National Geodetic Survey in June 1991..
 RT0391
 RT0391.The geoid height was determined by GEOID03.
 RT0391
 RT0391.The dynamic height is computed by dividing the NAVD 88
 RT0391.geopotential number by the normal gravity value computed on the
 RT0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0391.degrees latitude (g = 980.6199 gals.).
 RT0391
 RT0391.The modeled gravity was interpolated from observed gravity values.
 RT0391
 RT0391;                    North         East    Units  Estimated Accuracy
 RT0391;SPC MT       -   311,180.      957,300.      MT  (+/- 180 meters Scaled)
 RT0391
 RT0391                          SUPERSEDED SURVEY CONTROL
 RT0391
 RT0391.No superseded survey control is available for this station.
 RT0391
 RT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN151000(NAD 83)
 RT0391_MARKER: DB = BENCH MARK DISK
 RT0391_SETTING: 66 = SET IN ROCK OUTCROP
 RT0391_SP_SET: ROCK OUTCROP
 RT0391_STAMPING: K 552 1982
 RT0391_MARK LOGO: NGS   
 RT0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RT0391+STABILITY: POSITION/ELEVATION WELL
 RT0391
 RT0391  HISTORY     - Date     Condition        Report By
 RT0391  HISTORY     - 1982     MONUMENTED       NGS
 RT0391
 RT0391                          STATION DESCRIPTION
 RT0391
 RT0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RT0391'19.0 KM (11.8 MI) SOUTH FROM GLENDIVE.
 RT0391'19.0 KM (11.8 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RT0391'FROM THE STATION IN GLENDIVE, IN TOP OF A ROCK LEDGE, 31.1 METERS
 RT0391'(102.0 FT) SOUTH OF THE SEVENTH UTILITY POLE NORTHEAST OF MILE POST
 RT0391'12, 26.3 METERS (86.3 FT) NORTHEAST OF A WHISTLE POST, 26.2 METERS
 RT0391'(86.0 FT) EAST OF THE SIXTH POLE NORTHEAST OF THE MILE POST AND 7.7
 RT0391'METERS (25.3 FT) SOUTHEAST OF THE NEAR RAIL.
 RT0391'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0406 ***********************************************************************
 QW0406  DESIGNATION -  K 553
 QW0406  PID         -  QW0406
 QW0406  STATE/COUNTY-  MT/YELLOWSTONE
 QW0406  USGS QUAD   -  COTTONWOOD CREEK (1975)
 QW0406
 QW0406                         *CURRENT SURVEY CONTROL
 QW0406  ___________________________________________________________________
 QW0406* NAD 83(1986)-  45 51 26.     (N)    108 21 42.     (W)     SCALED    
 QW0406* NAVD 88     -       984.903  (meters)    3231.30   (feet)  ADJUSTED  
 QW0406  ___________________________________________________________________
 QW0406  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 QW0406  DYNAMIC HT  -         984.697 (meters)    3230.63  (feet)  COMP
 QW0406  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 QW0406
 QW0406  VERT ORDER  -  FIRST     CLASS II
 QW0406
 QW0406.The horizontal coordinates were scaled from a topographic map and have
 QW0406.an estimated accuracy of +/- 6 seconds.
 QW0406
 QW0406.The orthometric height was determined by differential leveling
 QW0406.and adjusted by the National Geodetic Survey in June 1991..
 QW0406
 QW0406.The geoid height was determined by GEOID03.
 QW0406
 QW0406.The dynamic height is computed by dividing the NAVD 88
 QW0406.geopotential number by the normal gravity value computed on the
 QW0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0406.degrees latitude (g = 980.6199 gals.).
 QW0406
 QW0406.The modeled gravity was interpolated from observed gravity values.
 QW0406
 QW0406;                    North         East    Units  Estimated Accuracy
 QW0406;SPC MT       -   179,260.      688,370.      MT  (+/- 180 meters Scaled)
 QW0406
 QW0406                          SUPERSEDED SURVEY CONTROL
 QW0406
 QW0406.No superseded survey control is available for this station.
 QW0406
 QW0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYR048815(NAD 83)
 QW0406_MARKER: I = METAL ROD
 QW0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0406_SP_SET: STAINLESS STEEL ROD
 QW0406_STAMPING: K 553 1981
 QW0406_MARK LOGO: NGS   
 QW0406_PROJECTION: FLUSH
 QW0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0406_ROD/PIPE-DEPTH: 5.5  meters
 QW0406
 QW0406  HISTORY     - Date     Condition        Report By
 QW0406  HISTORY     - 1981     MONUMENTED       NGS
 QW0406
 QW0406                          STATION DESCRIPTION
 QW0406
 QW0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QW0406'6.4 KM (3.95 MI) SW FROM HUNTLEY.
 QW0406'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QW0406'FROM THE RAILROAD STATION IN HUNTLEY, THENCE 0.7 KM (0.45 MI) SOUTH
 QW0406'ALONG A PAVED ROAD, THENCE 5.2 KM (3.25 MI) SOUTHWESTERLY ALONG
 QW0406'INTERSTATE HIGHWAY 94, 0.2 KM (0.1 MI) SOUTHWEST OF MILE POST 3, 63.1
 QW0406'METERS (207.0 FT) EAST-NORTHEAST OF THE NORTHEAST END OF A GUARD RAIL,
 QW0406'AND 29.0 METERS (95.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 QW0406'BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 QW0406'A 5-INCH LOGO CAP.
 QW0406'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 QW0406'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0422 ***********************************************************************
 RU0422  DESIGNATION -  K 554
 RU0422  PID         -  RU0422
 RU0422  STATE/COUNTY-  MT/YELLOWSTONE
 RU0422  USGS QUAD   -  BIGHORN (1980)
 RU0422
 RU0422                         *CURRENT SURVEY CONTROL
 RU0422  ___________________________________________________________________
 RU0422* NAD 83(1986)-  46 08 45.     (N)    107 28 09.     (W)     SCALED    
 RU0422* NAVD 88     -       849.569  (meters)    2787.29   (feet)  ADJUSTED  
 RU0422  ___________________________________________________________________
 RU0422  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 RU0422  DYNAMIC HT  -         849.456 (meters)    2786.92  (feet)  COMP
 RU0422  MODELED GRAV-     980,452.6   (mgal)                       NAVD 88
 RU0422
 RU0422  VERT ORDER  -  FIRST     CLASS II
 RU0422
 RU0422.The horizontal coordinates were scaled from a topographic map and have
 RU0422.an estimated accuracy of +/- 6 seconds.
 RU0422
 RU0422.The orthometric height was determined by differential leveling
 RU0422.and adjusted by the National Geodetic Survey in June 1991..
 RU0422
 RU0422.The geoid height was determined by GEOID03.
 RU0422
 RU0422.The dynamic height is computed by dividing the NAVD 88
 RU0422.geopotential number by the normal gravity value computed on the
 RU0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0422.degrees latitude (g = 980.6199 gals.).
 RU0422
 RU0422.The modeled gravity was interpolated from observed gravity values.
 RU0422
 RU0422;                    North         East    Units  Estimated Accuracy
 RU0422;SPC MT       -   212,710.      756,810.      MT  (+/- 180 meters Scaled)
 RU0422
 RU0422                          SUPERSEDED SURVEY CONTROL
 RU0422
 RU0422.No superseded survey control is available for this station.
 RU0422
 RU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM093132(NAD 83)
 RU0422_MARKER: DB = BENCH MARK DISK
 RU0422_SETTING: 66 = SET IN ROCK OUTCROP
 RU0422_SP_SET: ROCK OUTCROP
 RU0422_STAMPING: K 554 1981
 RU0422_MARK LOGO: NGS   
 RU0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0422+STABILITY: POSITION/ELEVATION WELL
 RU0422
 RU0422  HISTORY     - Date     Condition        Report By
 RU0422  HISTORY     - 1981     MONUMENTED       NGS
 RU0422
 RU0422                          STATION DESCRIPTION
 RU0422
 RU0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0422'7.2 KM (4.45 MI) NE FROM CUSTER.
 RU0422'0.2 KM (0.1 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 RU0422'FROM THE RAILROAD STATION IN CUSTER, THENCE 0.2 KM (0.1 MI) SOUTH
 RU0422'ALONG A PAVED ROAD, THENCE 6.8 KM (4.25 MI) NORTHEASTERLY ALONG
 RU0422'INTERSTATE HIGHWAY 94, 0.3 KM (0.2 MI) SOUTHWEST OF MILE POST 52, IN
 RU0422'TOP OF THE NORTHEAST END OF A 10 BY 100 FT EXPOSED AREA OF BEDROCK IN
 RU0422'A HIGHWAY CUT AND 17.0 METERS (55.7 FT) SOUTH-SOUTHEAST OF THE
 RU0422'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 RU0422'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 RU0422'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0447 ***********************************************************************
 RU0447  DESIGNATION -  K 555
 RU0447  PID         -  RU0447
 RU0447  STATE/COUNTY-  MT/ROSEBUD
 RU0447  USGS QUAD   -  FINCH (1984)
 RU0447
 RU0447                         *CURRENT SURVEY CONTROL
 RU0447  ___________________________________________________________________
 RU0447* NAD 83(1986)-  46 15 40.     (N)    106 53 03.     (W)     SCALED    
 RU0447* NAVD 88     -       787.548  (meters)    2583.81   (feet)  ADJUSTED  
 RU0447  ___________________________________________________________________
 RU0447  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 RU0447  DYNAMIC HT  -         787.466 (meters)    2583.54  (feet)  COMP
 RU0447  MODELED GRAV-     980,485.0   (mgal)                       NAVD 88
 RU0447
 RU0447  VERT ORDER  -  FIRST     CLASS II
 RU0447
 RU0447.The horizontal coordinates were scaled from a topographic map and have
 RU0447.an estimated accuracy of +/- 6 seconds.
 RU0447
 RU0447.The orthometric height was determined by differential leveling
 RU0447.and adjusted by the National Geodetic Survey in June 1991..
 RU0447
 RU0447.The geoid height was determined by GEOID03.
 RU0447
 RU0447.The dynamic height is computed by dividing the NAVD 88
 RU0447.geopotential number by the normal gravity value computed on the
 RU0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0447.degrees latitude (g = 980.6199 gals.).
 RU0447
 RU0447.The modeled gravity was interpolated from observed gravity values.
 RU0447
 RU0447;                    North         East    Units  Estimated Accuracy
 RU0447;SPC MT       -   226,850.      801,530.      MT  (+/- 180 meters Scaled)
 RU0447
 RU0447                          SUPERSEDED SURVEY CONTROL
 RU0447
 RU0447.No superseded survey control is available for this station.
 RU0447
 RU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM547247(NAD 83)
 RU0447_MARKER: I = METAL ROD
 RU0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RU0447_SP_SET: STAINLESS STEEL ROD
 RU0447_STAMPING: K 555 1981
 RU0447_MARK LOGO: NGS   
 RU0447_PROJECTION: FLUSH
 RU0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0447_ROD/PIPE-DEPTH: 13.4 meters
 RU0447
 RU0447  HISTORY     - Date     Condition        Report By
 RU0447  HISTORY     - 1981     MONUMENTED       NGS
 RU0447
 RU0447                          STATION DESCRIPTION
 RU0447
 RU0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0447'16.2 KM (10.05 MI) WEST FROM FORSYTH.
 RU0447'6.1 KM (3.8 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0447'THE RAILROAD STATION IN FORSYTH, THENCE 10.1 KM (6.25 MI) WESTERLY
 RU0447'ALONG OLD U.S. HIGHWAYS 10 AND 312 (FRONTAGE ROAD), 0.6 KM (0.35 MI)
 RU0447'WEST OF HIGHWAY MILE POST 558, 16.3 METERS (53.4 FT) NORTH-NORTHEAST
 RU0447'OF THE CENTERLINE OF THE HIGHWAY, AND 5.2 METERS (17.0 FT)
 RU0447'WEST-NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD.  NOTE=ACCESS TO
 RU0447'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RU0447'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 RU0447'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0473 ***********************************************************************
 RU0473  DESIGNATION -  K 556
 RU0473  PID         -  RU0473
 RU0473  STATE/COUNTY-  MT/ROSEBUD
 RU0473  USGS QUAD   -  THURLOW (1984)
 RU0473
 RU0473                         *CURRENT SURVEY CONTROL
 RU0473  ___________________________________________________________________
 RU0473* NAD 83(1986)-  46 15 40.     (N)    106 16 12.     (W)     SCALED    
 RU0473* NAVD 88     -       750.422  (meters)    2462.01   (feet)  ADJUSTED  
 RU0473  ___________________________________________________________________
 RU0473  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 RU0473  DYNAMIC HT  -         750.350 (meters)    2461.77  (feet)  COMP
 RU0473  MODELED GRAV-     980,494.6   (mgal)                       NAVD 88
 RU0473
 RU0473  VERT ORDER  -  FIRST     CLASS II
 RU0473
 RU0473.The horizontal coordinates were scaled from a topographic map and have
 RU0473.an estimated accuracy of +/- 6 seconds.
 RU0473
 RU0473.The orthometric height was determined by differential leveling
 RU0473.and adjusted by the National Geodetic Survey in June 1991..
 RU0473
 RU0473.The geoid height was determined by GEOID03.
 RU0473
 RU0473.The dynamic height is computed by dividing the NAVD 88
 RU0473.geopotential number by the normal gravity value computed on the
 RU0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0473.degrees latitude (g = 980.6199 gals.).
 RU0473
 RU0473.The modeled gravity was interpolated from observed gravity values.
 RU0473
 RU0473;                    North         East    Units  Estimated Accuracy
 RU0473;SPC MT       -   228,620.      848,830.      MT  (+/- 180 meters Scaled)
 RU0473
 RU0473                          SUPERSEDED SURVEY CONTROL
 RU0473
 RU0473.No superseded survey control is available for this station.
 RU0473
 RU0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM021238(NAD 83)
 RU0473_MARKER: DB = BENCH MARK DISK
 RU0473_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RU0473_SP_SET: BRIDGE PIER
 RU0473_STAMPING: K 556 1981
 RU0473_MARK LOGO: NGS   
 RU0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0473+STABILITY: POSITION/ELEVATION WELL
 RU0473
 RU0473  HISTORY     - Date     Condition        Report By
 RU0473  HISTORY     - 1981     MONUMENTED       NGS
 RU0473
 RU0473                          STATION DESCRIPTION
 RU0473
 RU0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RU0473'6.0 KM (3.75 MI) SW FROM HATHAWAY.
 RU0473'6.0 KM (3.75 MI) SOUTHWEST ALONG OLD U.S. HIGHWAYS 10 AND 12 (FRONTAGE
 RU0473'ROAD) FROM THE POST OFFICE IN HATHAWAY, SET VERTICALLY IN THE WEST
 RU0473'FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE EAST BOUND OVERPASS OF
 RU0473'AN INTERSTATE HIGHWAY 94, AND 7.4 METERS (24.2 FT) EAST OF THE
 RU0473'CENTERLINE OF THE HIGHWAY.
 RU0473'THE MARK IS 1.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0295 ***********************************************************************
 SP0295  DESIGNATION -  K 557
 SP0295  PID         -  SP0295
 SP0295  STATE/COUNTY-  MT/RICHLAND
 SP0295  USGS QUAD   -  PICHE (1966)
 SP0295
 SP0295                         *CURRENT SURVEY CONTROL
 SP0295  ___________________________________________________________________
 SP0295* NAD 83(1986)-  47 36 45.     (N)    104 13 42.     (W)     SCALED    
 SP0295* NAVD 88     -       586.698  (meters)    1924.86   (feet)  ADJUSTED  
 SP0295  ___________________________________________________________________
 SP0295  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 SP0295  DYNAMIC HT  -         586.751 (meters)    1925.03  (feet)  COMP
 SP0295  MODELED GRAV-     980,684.7   (mgal)                       NAVD 88
 SP0295
 SP0295  VERT ORDER  -  FIRST     CLASS II
 SP0295
 SP0295.The horizontal coordinates were scaled from a topographic map and have
 SP0295.an estimated accuracy of +/- 6 seconds.
 SP0295
 SP0295.The orthometric height was determined by differential leveling
 SP0295.and adjusted by the National Geodetic Survey in June 1991..
 SP0295
 SP0295.The geoid height was determined by GEOID03.
 SP0295
 SP0295.The dynamic height is computed by dividing the NAVD 88
 SP0295.geopotential number by the normal gravity value computed on the
 SP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0295.degrees latitude (g = 980.6199 gals.).
 SP0295
 SP0295.The modeled gravity was interpolated from observed gravity values.
 SP0295
 SP0295;                    North         East    Units  Estimated Accuracy
 SP0295;SPC MT       -   386,960.      995,820.      MT  (+/- 180 meters Scaled)
 SP0295
 SP0295                          SUPERSEDED SURVEY CONTROL
 SP0295
 SP0295.No superseded survey control is available for this station.
 SP0295
 SP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN579735(NAD 83)
 SP0295_MARKER: I = METAL ROD
 SP0295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0295_SP_SET: STAINLESS STEEL ROD
 SP0295_STAMPING: K 557 1982
 SP0295_MARK LOGO: NGS   
 SP0295_PROJECTION: FLUSH
 SP0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0295_ROD/PIPE-DEPTH: 23.2 meters
 SP0295
 SP0295  HISTORY     - Date     Condition        Report By
 SP0295  HISTORY     - 1982     MONUMENTED       NGS
 SP0295
 SP0295                          STATION DESCRIPTION
 SP0295
 SP0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SP0295'12.6 KM (7.85 MI) SW FROM SIDNEY.
 SP0295'12.6 KM (7.85 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 SP0295'FROM THE STATION IN SIDNEY, 48.1 METERS (157.8 FT) SOUTHWEST OF MILE
 SP0295'POST 46, 15.3 METERS (50.2 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 SP0295'HIGHWAY 16 AND 14.5 METERS (47.6 FT) WEST-NORTHWEST OF THE NEAR RAIL.
 SP0295'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0295'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SP0295'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0451 ***********************************************************************
 QX0451  DESIGNATION -  K 558
 QX0451  PID         -  QX0451
 QX0451  STATE/COUNTY-  MT/PARK
 QX0451  USGS QUAD   -  LIVINGSTON (1951)
 QX0451
 QX0451                         *CURRENT SURVEY CONTROL
 QX0451  ___________________________________________________________________
 QX0451* NAD 83(1986)-  45 38 40.     (N)    110 34 24.     (W)     SCALED    
 QX0451* NAVD 88     -      1380.857  (meters)    4530.36   (feet)  ADJUSTED  
 QX0451  ___________________________________________________________________
 QX0451  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 QX0451  DYNAMIC HT  -        1380.393 (meters)    4528.84  (feet)  COMP
 QX0451  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 QX0451
 QX0451  VERT ORDER  -  FIRST     CLASS II
 QX0451
 QX0451.The horizontal coordinates were scaled from a topographic map and have
 QX0451.an estimated accuracy of +/- 6 seconds.
 QX0451
 QX0451.The orthometric height was determined by differential leveling
 QX0451.and adjusted by the National Geodetic Survey in June 1991..
 QX0451
 QX0451.The geoid height was determined by GEOID03.
 QX0451
 QX0451.The dynamic height is computed by dividing the NAVD 88
 QX0451.geopotential number by the normal gravity value computed on the
 QX0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0451.degrees latitude (g = 980.6199 gals.).
 QX0451
 QX0451.The modeled gravity was interpolated from observed gravity values.
 QX0451
 QX0451;                    North         East    Units  Estimated Accuracy
 QX0451;SPC MT       -   155,550.      516,360.      MT  (+/- 180 meters Scaled)
 QX0451
 QX0451                          SUPERSEDED SURVEY CONTROL
 QX0451
 QX0451.No superseded survey control is available for this station.
 QX0451
 QX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR332546(NAD 83)
 QX0451_MARKER: DB = BENCH MARK DISK
 QX0451_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QX0451_SP_SET: PIER
 QX0451_STAMPING: K 558 1982
 QX0451_MARK LOGO: NGS   
 QX0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0451+STABILITY: POSITION/ELEVATION WELL
 QX0451
 QX0451  HISTORY     - Date     Condition        Report By
 QX0451  HISTORY     - 1982     MONUMENTED       NGS
 QX0451  HISTORY     - 1982     GOOD             NGS
 QX0451  HISTORY     - 1983     GOOD             NGS
 QX0451
 QX0451                          STATION DESCRIPTION
 QX0451
 QX0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0451'IN LIVINGSTON.
 QX0451'IN LIVINGSTON, AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND U. S.
 QX0451'HIGHWAY 89, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1
 QX0451'OF 2 PIERS OF THE EAST BOUND OVERPASS OF INTERSTATE HIGHWAY 90, 9.4
 QX0451'METERS (30.8 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 QX0451'THE HIGHWAY AND 5.2 METERS (17.1 FT) EAST OF THE NEAR RAIL OF THE
 QX0451'BURLINGTON NORTHERN RAILROAD.
 QX0451'THE MARK IS 1.4 M ABOVE THE GROUND.
 QX0451
 QX0451                          STATION RECOVERY (1982)
 QX0451
 QX0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0451'RECOVERED IN GOOD CONDITION.
 QX0451
 QX0451                          STATION RECOVERY (1983)
 QX0451
 QX0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0518 ***********************************************************************
 QX0518  DESIGNATION -  K 559
 QX0518  PID         -  QX0518
 QX0518  STATE/COUNTY-  MT/PARK
 QX0518  USGS QUAD   -  ELTON (1981)
 QX0518
 QX0518                         *CURRENT SURVEY CONTROL
 QX0518  ___________________________________________________________________
 QX0518* NAD 83(1986)-  45 42 07.     (N)    110 15 41.     (W)     SCALED    
 QX0518* NAVD 88     -      1303.148  (meters)    4275.41   (feet)  ADJUSTED  
 QX0518  ___________________________________________________________________
 QX0518  GEOID HEIGHT-         -10.55  (meters)                     GEOID03
 QX0518  DYNAMIC HT  -        1302.740 (meters)    4274.07  (feet)  COMP
 QX0518  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 QX0518
 QX0518  VERT ORDER  -  FIRST     CLASS II
 QX0518
 QX0518.The horizontal coordinates were scaled from a topographic map and have
 QX0518.an estimated accuracy of +/- 6 seconds.
 QX0518
 QX0518.The orthometric height was determined by differential leveling
 QX0518.and adjusted by the National Geodetic Survey in June 1991..
 QX0518
 QX0518.The geoid height was determined by GEOID03.
 QX0518
 QX0518.The dynamic height is computed by dividing the NAVD 88
 QX0518.geopotential number by the normal gravity value computed on the
 QX0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0518.degrees latitude (g = 980.6199 gals.).
 QX0518
 QX0518.The modeled gravity was interpolated from observed gravity values.
 QX0518
 QX0518;                    North         East    Units  Estimated Accuracy
 QX0518;SPC MT       -   161,650.      540,730.      MT  (+/- 180 meters Scaled)
 QX0518
 QX0518                          SUPERSEDED SURVEY CONTROL
 QX0518
 QX0518.No superseded survey control is available for this station.
 QX0518
 QX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR574611(NAD 83)
 QX0518_MARKER: I = METAL ROD
 QX0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0518_SP_SET: STAINLESS STEEL ROD
 QX0518_STAMPING: K 559 1982
 QX0518_MARK LOGO: NGS   
 QX0518_PROJECTION: FLUSH
 QX0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0518_ROD/PIPE-DEPTH: 3.7  meters
 QX0518
 QX0518  HISTORY     - Date     Condition        Report By
 QX0518  HISTORY     - 1982     MONUMENTED       NGS
 QX0518
 QX0518                          STATION DESCRIPTION
 QX0518
 QX0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0518'25.9 KM (16.1 MI) NE FROM LIVINGSTON.
 QX0518'5.9 KM (16.1 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QX0518'FROM THE RAILROAD STATION IN LIVINGSTON, 39.4 METERS (129.3 FT)
 QX0518'NORTHEAST OF THE CENTER OF A TRACK ROAD, 22.2 METERS (72.8 FT) EAST OF
 QX0518'THE NEAR RAIL AND 2.2 METERS (7.2 FT) SOUTHEAST OF A UTILITY POLE WITH
 QX0518'A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QX0518'CAP.
 QX0518'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QX0518'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0439 ***********************************************************************
 QW0439  DESIGNATION -  K 560
 QW0439  PID         -  QW0439
 QW0439  STATE/COUNTY-  MT/CARBON
 QW0439  USGS QUAD   -  SILESIA (1956)
 QW0439
 QW0439                         *CURRENT SURVEY CONTROL
 QW0439  ___________________________________________________________________
 QW0439* NAD 83(1986)-  45 32 30.     (N)    108 50 51.     (W)     SCALED    
 QW0439* NAVD 88     -      1048.256  (meters)    3439.15   (feet)  ADJUSTED  
 QW0439  ___________________________________________________________________
 QW0439  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 QW0439  DYNAMIC HT  -        1048.005 (meters)    3438.33  (feet)  COMP
 QW0439  MODELED GRAV-     980,340.8   (mgal)                       NAVD 88
 QW0439
 QW0439  VERT ORDER  -  FIRST     CLASS II
 QW0439
 QW0439.The horizontal coordinates were scaled from a topographic map and have
 QW0439.an estimated accuracy of +/- 6 seconds.
 QW0439
 QW0439.The orthometric height was determined by differential leveling
 QW0439.and adjusted by the National Geodetic Survey in June 1991..
 QW0439
 QW0439.The geoid height was determined by GEOID03.
 QW0439
 QW0439.The dynamic height is computed by dividing the NAVD 88
 QW0439.geopotential number by the normal gravity value computed on the
 QW0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0439.degrees latitude (g = 980.6199 gals.).
 QW0439
 QW0439.The modeled gravity was interpolated from observed gravity values.
 QW0439
 QW0439;                    North         East    Units  Estimated Accuracy
 QW0439;SPC MT       -   143,770.      650,950.      MT  (+/- 180 meters Scaled)
 QW0439
 QW0439                          SUPERSEDED SURVEY CONTROL
 QW0439
 QW0439  NGVD 29 (06/08/92) 1047.462  (m)         3436.55   (f) ADJUSTED    1 2
 QW0439
 QW0439.Superseded values are not recommended for survey control.
 QW0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0439.See file dsdata.txt to determine how the superseded data were derived.
 QW0439
 QW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR680453(NAD 83)
 QW0439_MARKER: I = METAL ROD
 QW0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0439_SP_SET: STAINLESS STEEL ROD
 QW0439_STAMPING: K 560 1982
 QW0439_MARK LOGO: NGS   
 QW0439_PROJECTION: FLUSH
 QW0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0439_ROD/PIPE-DEPTH: 6.4  meters
 QW0439
 QW0439  HISTORY     - Date     Condition        Report By
 QW0439  HISTORY     - 1982     MONUMENTED       NGS
 QW0439
 QW0439                          STATION DESCRIPTION
 QW0439
 QW0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0439'15.9 KM (9.9 MI) SOUTH FROM LAUREL.
 QW0439'15.9 KM (9.9 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0439'WITH INTERSTATE HIGHWAY 90 IN LAUREL, 14.9 METERS (48.9 FT) WEST OF
 QW0439'THE CENTERLINE OF THE HIGHWAY, 13.3 KM (43.6 FT) NORTH OF THE CENTER
 QW0439'OF A FIELD ENTRANCE AND 1.1 METERS (3.6 FT) SOUTH OF A UTILITY POLE.
 QW0439'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QW0439'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 QW0439'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0431 ***********************************************************************
 QY0431  DESIGNATION -  K 561
 QY0431  PID         -  QY0431
 QY0431  STATE/COUNTY-  MT/JEFFERSON
 QY0431  USGS QUAD   -  HOMESTAKE (1996)
 QY0431
 QY0431                         *CURRENT SURVEY CONTROL
 QY0431  ___________________________________________________________________
 QY0431* NAD 83(1986)-  45 55 00.     (N)    112 23 39.     (W)     SCALED    
 QY0431* NAVD 88     -      1902.092  (meters)    6240.45   (feet)  ADJUSTED  
 QY0431  ___________________________________________________________________
 QY0431  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 QY0431  DYNAMIC HT  -        1901.301 (meters)    6237.85  (feet)  COMP
 QY0431  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 QY0431  OBS GRAVITY -     980,131.6   (mgal)                       GRAV_OBS
 QY0431
 QY0431  VERT ORDER  -  FIRST     CLASS II
 QY0431
 QY0431.The horizontal coordinates were scaled from a topographic map and have
 QY0431.an estimated accuracy of +/- 6 seconds.
 QY0431
 QY0431.The orthometric height was determined by differential leveling
 QY0431.and adjusted by the National Geodetic Survey in June 1991..
 QY0431
 QY0431.The geoid height was determined by GEOID03.
 QY0431
 QY0431.The dynamic height is computed by dividing the NAVD 88
 QY0431.geopotential number by the normal gravity value computed on the
 QY0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0431.degrees latitude (g = 980.6199 gals.).
 QY0431
 QY0431.The modeled gravity was interpolated from observed gravity values.
 QY0431.The observed gravity was obtained from relative gravimeter ties
 QY0431.to the IGSN71 gravity network.
 QY0431
 QY0431;                    North         East    Units  Estimated Accuracy
 QY0431;SPC MT       -   189,370.      375,620.      MT  (+/- 180 meters Scaled)
 QY0431
 QY0431                          SUPERSEDED SURVEY CONTROL
 QY0431
 QY0431.No superseded survey control is available for this station.
 QY0431
 QY0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR918857(NAD 83)
 QY0431_MARKER: DB = BENCH MARK DISK
 QY0431_SETTING: 66 = SET IN ROCK OUTCROP
 QY0431_SP_SET: ROCK OUTCROP
 QY0431_STAMPING: K 561 1982
 QY0431_MARK LOGO: NGS   
 QY0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0431+STABILITY: POSITION/ELEVATION WELL
 QY0431
 QY0431  HISTORY     - Date     Condition        Report By
 QY0431  HISTORY     - 1982     MONUMENTED       NGS
 QY0431
 QY0431                          STATION DESCRIPTION
 QY0431
 QY0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QY0431'16.2 KM (10.05 MI) SE FROM BUTTE.
 QY0431'16.2 KM (10.05 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QY0431'JUNCTION WITH MONTANA STREET IN BUTTE, 0.2 KM (0.1 MI) EAST OF
 QY0431'MILEPOST 234, IN A 2 BY 6 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 QY0431'30.0 METERS (98.4 FT) EAST OF THE WEST END OF THE CUT, 14.2 METERS
 QY0431'(46.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 QY0431'HIGHWAY AND 12.6 METERS (41.3 FT) EAST-SOUTHEAST OF THE EAST END OF A
 QY0431'GUARD RAIL.
 QY0431'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 QY0431'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0482 ***********************************************************************
 QX0482  DESIGNATION -  K 562
 QX0482  PID         -  QX0482
 QX0482  STATE/COUNTY-  MT/BROADWATER
 QX0482  USGS QUAD   -  THREE FORKS (1987)
 QX0482
 QX0482                         *CURRENT SURVEY CONTROL
 QX0482  ___________________________________________________________________
 QX0482* NAD 83(1986)-  45 55 09.     (N)    111 37 14.     (W)     SCALED    
 QX0482* NAVD 88     -      1306.292  (meters)    4285.73   (feet)  ADJUSTED  
 QX0482  ___________________________________________________________________
 QX0482  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 QX0482  DYNAMIC HT  -        1305.923 (meters)    4284.52  (feet)  COMP
 QX0482  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 QX0482  OBS GRAVITY -     980,283.6   (mgal)                       GRAV_OBS
 QX0482
 QX0482  VERT ORDER  -  FIRST     CLASS II
 QX0482
 QX0482.The horizontal coordinates were scaled from a topographic map and have
 QX0482.an estimated accuracy of +/- 6 seconds.
 QX0482
 QX0482.The orthometric height was determined by differential leveling
 QX0482.and adjusted by the National Geodetic Survey in June 1991..
 QX0482
 QX0482.The geoid height was determined by GEOID03.
 QX0482
 QX0482.The dynamic height is computed by dividing the NAVD 88
 QX0482.geopotential number by the normal gravity value computed on the
 QX0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0482.degrees latitude (g = 980.6199 gals.).
 QX0482
 QX0482.The modeled gravity was interpolated from observed gravity values.
 QX0482.The observed gravity was obtained from relative gravimeter ties
 QX0482.to the IGSN71 gravity network.
 QX0482
 QX0482;                    North         East    Units  Estimated Accuracy
 QX0482;SPC MT       -   187,720.      435,590.      MT  (+/- 180 meters Scaled)
 QX0482
 QX0482                          SUPERSEDED SURVEY CONTROL
 QX0482
 QX0482.No superseded survey control is available for this station.
 QX0482
 QX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR518852(NAD 83)
 QX0482_MARKER: I = METAL ROD
 QX0482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0482_SP_SET: STAINLESS STEEL ROD
 QX0482_STAMPING: K 562 1982
 QX0482_MARK LOGO: NGS   
 QX0482_PROJECTION: FLUSH
 QX0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0482_ROD/PIPE-DEPTH: 7.3  meters
 QX0482
 QX0482  HISTORY     - Date     Condition        Report By
 QX0482  HISTORY     - 1982     MONUMENTED       NGS
 QX0482
 QX0482                          STATION DESCRIPTION
 QX0482
 QX0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0482'8.3 KM (5.15 MI) WEST FROM THREE FORKS.
 QX0482'8.3 KM (5.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0482'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0482'OF THREE FORKS, 0.8 KM (0.5 MI) WEST OF MILEPOST 274, 34.9 METERS
 QX0482'(114.5 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 QX0482'HIGHWAY AND 1.4 METERS (4.6 FT) SOUTH-SOUTHEAST OF THE SOUTH LEG OF A
 QX0482'DOUBLE UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 QX0482'5-INCH LOGO CAP.
 QX0482'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QX0482'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0507 ***********************************************************************
 QX0507  DESIGNATION -  K 563
 QX0507  PID         -  QX0507
 QX0507  STATE/COUNTY-  MT/JEFFERSON
 QX0507  USGS QUAD   -  DOHERTY MOUNTAIN (1996)
 QX0507
 QX0507                         *CURRENT SURVEY CONTROL
 QX0507  ___________________________________________________________________
 QX0507* NAD 83(1986)-  45 52 37.     (N)    112 00 01.     (W)     SCALED    
 QX0507* NAVD 88     -      1331.229  (meters)    4367.54   (feet)  ADJUSTED  
 QX0507  ___________________________________________________________________
 QX0507  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 QX0507  DYNAMIC HT  -        1330.836 (meters)    4366.25  (feet)  COMP
 QX0507  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 QX0507  OBS GRAVITY -     980,274.1   (mgal)                       GRAV_OBS
 QX0507
 QX0507  VERT ORDER  -  FIRST     CLASS II
 QX0507
 QX0507.The horizontal coordinates were scaled from a topographic map and have
 QX0507.an estimated accuracy of +/- 6 seconds.
 QX0507
 QX0507.The orthometric height was determined by differential leveling
 QX0507.and adjusted by the National Geodetic Survey in June 1991..
 QX0507
 QX0507.The geoid height was determined by GEOID03.
 QX0507
 QX0507.The dynamic height is computed by dividing the NAVD 88
 QX0507.geopotential number by the normal gravity value computed on the
 QX0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0507.degrees latitude (g = 980.6199 gals.).
 QX0507
 QX0507.The modeled gravity was interpolated from observed gravity values.
 QX0507.The observed gravity was obtained from relative gravimeter ties
 QX0507.to the IGSN71 gravity network.
 QX0507
 QX0507;                    North         East    Units  Estimated Accuracy
 QX0507;SPC MT       -   183,900.      406,000.      MT  (+/- 180 meters Scaled)
 QX0507
 QX0507                          SUPERSEDED SURVEY CONTROL
 QX0507
 QX0507.No superseded survey control is available for this station.
 QX0507
 QX0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR223808(NAD 83)
 QX0507_MARKER: I = METAL ROD
 QX0507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QX0507_SP_SET: STAINLESS STEEL ROD
 QX0507_STAMPING: K 563 1982
 QX0507_MARK LOGO: NGS   
 QX0507_PROJECTION: FLUSH
 QX0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0507_ROD/PIPE-DEPTH: 15.8 meters
 QX0507
 QX0507  HISTORY     - Date     Condition        Report By
 QX0507  HISTORY     - 1982     MONUMENTED       NGS
 QX0507
 QX0507                          STATION DESCRIPTION
 QX0507
 QX0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QX0507'39.5 KM (24.55 MI) WEST FROM THREE FORKS.
 QX0507'39.5 KM (24.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 QX0507'JUNCTION WITH THE BURLINGTON NORTHERN RAILROAD AT THE NORTHEAST EDGE
 QX0507'OF THREE FORKS, 50.3 METERS (165.0 FT) NORTHEAST OF MILEPOST 254, 26.2
 QX0507'METERS (86.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 QX0507'THE HIGHWAY AND 18.0 METERS (59.1 FT) NORTH-NORTHEAST OF THE EAST END
 QX0507'OF A GUARD RAIL.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 QX0507'LOGO CAP.
 QX0507'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QX0507'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0450 ***********************************************************************
 QW0450  DESIGNATION -  K 564
 QW0450  PID         -  QW0450
 QW0450  STATE/COUNTY-  MT/CARBON
 QW0450  USGS QUAD   -  FROMBERG (1956)
 QW0450
 QW0450                         *CURRENT SURVEY CONTROL
 QW0450  ___________________________________________________________________
 QW0450* NAD 83(1986)-  45 23 12.     (N)    108 54 37.     (W)     SCALED    
 QW0450* NAVD 88     -      1075.792  (meters)    3529.49   (feet)  ADJUSTED  
 QW0450  ___________________________________________________________________
 QW0450  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 QW0450  DYNAMIC HT  -        1075.524 (meters)    3528.61  (feet)  COMP
 QW0450  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 QW0450
 QW0450  VERT ORDER  -  FIRST     CLASS II
 QW0450
 QW0450.The horizontal coordinates were scaled from a topographic map and have
 QW0450.an estimated accuracy of +/- 6 seconds.
 QW0450
 QW0450.The orthometric height was determined by differential leveling
 QW0450.and adjusted by the National Geodetic Survey in June 1991..
 QW0450
 QW0450.The geoid height was determined by GEOID03.
 QW0450
 QW0450.The dynamic height is computed by dividing the NAVD 88
 QW0450.geopotential number by the normal gravity value computed on the
 QW0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0450.degrees latitude (g = 980.6199 gals.).
 QW0450
 QW0450.The modeled gravity was interpolated from observed gravity values.
 QW0450
 QW0450;                    North         East    Units  Estimated Accuracy
 QW0450;SPC MT       -   126,510.      646,170.      MT  (+/- 180 meters Scaled)
 QW0450
 QW0450                          SUPERSEDED SURVEY CONTROL
 QW0450
 QW0450  NGVD 29 (06/08/92) 1075.005  (m)         3526.91   (f) ADJUSTED    1 2
 QW0450
 QW0450.Superseded values are not recommended for survey control.
 QW0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0450.See file dsdata.txt to determine how the superseded data were derived.
 QW0450
 QW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR635280(NAD 83)
 QW0450_MARKER: I = METAL ROD
 QW0450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QW0450_SP_SET: STAINLESS STEEL ROD
 QW0450_STAMPING: K 564 1982
 QW0450_MARK LOGO: NGS   
 QW0450_PROJECTION: FLUSH
 QW0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QW0450_ROD/PIPE-DEPTH: 7.3  meters
 QW0450
 QW0450  HISTORY     - Date     Condition        Report By
 QW0450  HISTORY     - 1982     MONUMENTED       NGS
 QW0450
 QW0450                          STATION DESCRIPTION
 QW0450
 QW0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QW0450'34.8 KM (21.6 MI) SOUTH FROM LAUREL.
 QW0450'34.8 KM (21.6 MI) SOUTHERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 QW0450'WITH INTERSTATE HIGHWAY 90 IN LAUREL, 0.6 KM (0.35 MI) SOUTH OF
 QW0450'MILEPOST 33 AND 25.0 METERS (82.0 FT) NORTHWEST OF THE CENTERLINE OF
 QW0450'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QW0450'CAP.
 QW0450'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 QW0450'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0578 ***********************************************************************
 QX0578  DESIGNATION -  K 565
 QX0578  PID         -  QX0578
 QX0578  STATE/COUNTY-  MT/PARK
 QX0578  USGS QUAD   -  ELECTRIC PEAK (1986)
 QX0578
 QX0578                         *CURRENT SURVEY CONTROL
 QX0578  ___________________________________________________________________
 QX0578* NAD 83(1986)-  45 04 14.     (N)    110 46 04.     (W)     SCALED    
 QX0578* NAVD 88     -      1586.238  (meters)    5204.18   (feet)  ADJUSTED  
 QX0578  ___________________________________________________________________
 QX0578  GEOID HEIGHT-          -8.70  (meters)                     GEOID03
 QX0578  DYNAMIC HT  -        1585.492 (meters)    5201.73  (feet)  COMP
 QX0578  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 QX0578
 QX0578  VERT ORDER  -  FIRST     CLASS II
 QX0578
 QX0578.The horizontal coordinates were scaled from a topographic map and have
 QX0578.an estimated accuracy of +/- 6 seconds.
 QX0578
 QX0578.The orthometric height was determined by differential leveling
 QX0578.and adjusted by the National Geodetic Survey in June 1991..
 QX0578
 QX0578.The geoid height was determined by GEOID03.
 QX0578
 QX0578.The dynamic height is computed by dividing the NAVD 88
 QX0578.geopotential number by the normal gravity value computed on the
 QX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0578.degrees latitude (g = 980.6199 gals.).
 QX0578
 QX0578.The modeled gravity was interpolated from observed gravity values.
 QX0578
 QX0578;                    North         East    Units  Estimated Accuracy
 QX0578;SPC MT       -    92,010.      500,170.      MT  (+/- 180 meters Scaled)
 QX0578
 QX0578                          SUPERSEDED SURVEY CONTROL
 QX0578
 QX0578  NGVD 29 (08/20/92) 1585.051  (m)         5200.29   (f) ADJUSTED    1 2
 QX0578
 QX0578.Superseded values are not recommended for survey control.
 QX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0578.See file dsdata.txt to determine how the superseded data were derived.
 QX0578
 QX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ182908(NAD 83)
 QX0578_MARKER: I = METAL ROD
 QX0578_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QX0578+WITH SETTING: INFORMATION.
 QX0578_SP_SET: SHALLOW SET METAL ROD
 QX0578_STAMPING: K 565 1983
 QX0578_MARK LOGO: NGS   
 QX0578_PROJECTION: FLUSH
 QX0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0578_ROD/PIPE-DEPTH: 1.8  meters
 QX0578
 QX0578  HISTORY     - Date     Condition        Report By
 QX0578  HISTORY     - 1983     MONUMENTED       NGS
 QX0578
 QX0578                          STATION DESCRIPTION
 QX0578
 QX0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0578'7.1 KM (4.4 MI) NORTH FROM GARDINER.
 QX0578'7.1 KM (4.4 MI) NORTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH
 QX0578'MAIN STREET IN GARDINER, 0.4 KM (0.25 MI) NORTH OF MILEPOST 4, 22.5
 QX0578'METERS (73.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 METERS
 QX0578'(11.5 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.  REFUSAL WAS
 QX0578'REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QX0578'CAP.
 QX0578'THE MARK IS 0.5 METERS  W FROM  A FENCE AND WITNESS POST
 QX0578'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0558 ***********************************************************************
 QX0558  DESIGNATION -  K 566
 QX0558  PID         -  QX0558
 QX0558  STATE/COUNTY-  MT/PARK
 QX0558  USGS QUAD   -  PRAY (1988)
 QX0558
 QX0558                         *CURRENT SURVEY CONTROL
 QX0558  ___________________________________________________________________
 QX0558* NAD 83(1986)-  45 25 00.     (N)    110 41 12.     (W)     SCALED    
 QX0558* NAVD 88     -      1475.647  (meters)    4841.35   (feet)  ADJUSTED  
 QX0558  ___________________________________________________________________
 QX0558  GEOID HEIGHT-          -9.74  (meters)                     GEOID03
 QX0558  DYNAMIC HT  -        1475.048 (meters)    4839.39  (feet)  COMP
 QX0558  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 QX0558  OBS GRAVITY -     980,162.3   (mgal)                       GRAV_OBS
 QX0558
 QX0558  VERT ORDER  -  FIRST     CLASS II
 QX0558
 QX0558.The horizontal coordinates were scaled from a topographic map and have
 QX0558.an estimated accuracy of +/- 6 seconds.
 QX0558
 QX0558.The orthometric height was determined by differential leveling
 QX0558.and adjusted by the National Geodetic Survey in June 1991..
 QX0558
 QX0558.The geoid height was determined by GEOID03.
 QX0558
 QX0558.The dynamic height is computed by dividing the NAVD 88
 QX0558.geopotential number by the normal gravity value computed on the
 QX0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0558.degrees latitude (g = 980.6199 gals.).
 QX0558
 QX0558.The modeled gravity was interpolated from observed gravity values.
 QX0558.The observed gravity was obtained from relative gravimeter ties
 QX0558.to the IGSN71 gravity network.
 QX0558
 QX0558;                    North         East    Units  Estimated Accuracy
 QX0558;SPC MT       -   130,370.      507,140.      MT  (+/- 180 meters Scaled)
 QX0558
 QX0558                          SUPERSEDED SURVEY CONTROL
 QX0558
 QX0558  NGVD 29 (08/20/92) 1474.452  (m)         4837.43   (f) ADJUSTED    1 2
 QX0558
 QX0558.Superseded values are not recommended for survey control.
 QX0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0558.See file dsdata.txt to determine how the superseded data were derived.
 QX0558
 QX0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR245292(NAD 83)
 QX0558_MARKER: I = METAL ROD
 QX0558_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QX0558+WITH SETTING: INFORMATION.
 QX0558_SP_SET: SHALLOW SET METAL ROD
 QX0558_STAMPING: K 566 1983
 QX0558_MARK LOGO: NGS   
 QX0558_PROJECTION: FLUSH
 QX0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QX0558_ROD/PIPE-DEPTH: 2.4  meters
 QX0558
 QX0558  HISTORY     - Date     Condition        Report By
 QX0558  HISTORY     - 1983     MONUMENTED       NGS
 QX0558
 QX0558                          STATION DESCRIPTION
 QX0558
 QX0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QX0558'28.7 KM (17.85 MI) SOUT FROM LIVINGSTON.
 QX0558'28.7 KM (17.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION
 QX0558'WITH INTERSTATE HIGHWAY 90 IN LIVINGSTON, 0.2 KM (0.1 MI) NORTHEAST OF
 QX0558'MILEPOST 40, 42.7 METERS (140.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 QX0558'HIGHWAY, AND 7.9 METERS (25.9 FT) SOUTHWEST OF THE CENTER OF A FIELD
 QX0558'ENTRANCE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QX0558'THE MARK IS 0.3 METERS  SE FROM  A FENCE AND WITNESS POST
 QX0558'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0249 ***********************************************************************
 QU0249  DESIGNATION -  K 568
 QU0249  PID         -  QU0249
 QU0249  STATE/COUNTY-  MT/POWDER RIVER
 QU0249  USGS QUAD   -  OLIVE (1973)
 QU0249
 QU0249                         *CURRENT SURVEY CONTROL
 QU0249  ___________________________________________________________________
 QU0249* NAD 83(1986)-  45 36 36.     (N)    105 33 01.     (W)     SCALED    
 QU0249* NAVD 88     -      1008.420  (meters)    3308.46   (feet)  ADJUSTED  
 QU0249  ___________________________________________________________________
 QU0249  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 QU0249  DYNAMIC HT  -        1008.210 (meters)    3307.77  (feet)  COMP
 QU0249  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 QU0249
 QU0249  VERT ORDER  -  FIRST     CLASS II
 QU0249
 QU0249.The horizontal coordinates were scaled from a topographic map and have
 QU0249.an estimated accuracy of +/- 6 seconds.
 QU0249
 QU0249.The orthometric height was determined by differential leveling
 QU0249.and adjusted by the National Geodetic Survey in June 1991..
 QU0249
 QU0249.The geoid height was determined by GEOID03.
 QU0249
 QU0249.The dynamic height is computed by dividing the NAVD 88
 QU0249.geopotential number by the normal gravity value computed on the
 QU0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0249.degrees latitude (g = 980.6199 gals.).
 QU0249
 QU0249.The modeled gravity was interpolated from observed gravity values.
 QU0249
 QU0249;                    North         East    Units  Estimated Accuracy
 QU0249;SPC MT       -   158,910.      907,880.      MT  (+/- 180 meters Scaled)
 QU0249
 QU0249                          SUPERSEDED SURVEY CONTROL
 QU0249
 QU0249.No superseded survey control is available for this station.
 QU0249
 QU0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL570508(NAD 83)
 QU0249_MARKER: I = METAL ROD
 QU0249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QU0249_SP_SET: STAINLESS STEEL ROD
 QU0249_STAMPING: K 568 1985
 QU0249_MARK LOGO: NGS   
 QU0249_PROJECTION: FLUSH
 QU0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0249_ROD/PIPE-DEPTH: 5.3  meters
 QU0249
 QU0249  HISTORY     - Date     Condition        Report By
 QU0249  HISTORY     - 1985     MONUMENTED       NGS
 QU0249
 QU0249                          STATION DESCRIPTION
 QU0249
 QU0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0249'23.8 KM (14.8 MI) NORTH FROM BROADUS.
 QU0249'23.8 KM (14.8 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0249'COURTHOUSE AT BROADUS, 0.45 KM (0.3 MI) SOUTH OF THE CROSSING OF LAKE
 QU0249'CREEK, 0.6 KM (0.4 MI) NORTH OF MILEPOST 65, 23.5 METERS (77.0 FT)
 QU0249'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.1 METERS (7.0 FT) NORTHWEST
 QU0249'OF A POWER POLE WITH ONE GUY WIRE, AND 0.6 METER (2.0 FT) WEST OF THE
 QU0249'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QU0249'5-INCH LOGO CAP.
 QU0249'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 QU0249'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0446 ***********************************************************************
 RT0446  DESIGNATION -  K 569
 RT0446  PID         -  RT0446
 RT0446  STATE/COUNTY-  MT/CUSTER
 RT0446  USGS QUAD   -  FIRST CREEK (1969)
 RT0446
 RT0446                         *CURRENT SURVEY CONTROL
 RT0446  ___________________________________________________________________
 RT0446* NAD 83(1986)-  46 09 49.     (N)    105 35 18.     (W)     SCALED    
 RT0446* NAVD 88     -       792.565  (meters)    2600.27   (feet)  ADJUSTED  
 RT0446  ___________________________________________________________________
 RT0446  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0446  DYNAMIC HT  -         792.471 (meters)    2599.97  (feet)  COMP
 RT0446  MODELED GRAV-     980,470.2   (mgal)                       NAVD 88
 RT0446
 RT0446  VERT ORDER  -  FIRST     CLASS II
 RT0446
 RT0446.The horizontal coordinates were scaled from a topographic map and have
 RT0446.an estimated accuracy of +/- 6 seconds.
 RT0446
 RT0446.The orthometric height was determined by differential leveling
 RT0446.and adjusted by the National Geodetic Survey in June 1991..
 RT0446
 RT0446.The geoid height was determined by GEOID03.
 RT0446
 RT0446.The dynamic height is computed by dividing the NAVD 88
 RT0446.geopotential number by the normal gravity value computed on the
 RT0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0446.degrees latitude (g = 980.6199 gals.).
 RT0446
 RT0446.The modeled gravity was interpolated from observed gravity values.
 RT0446
 RT0446;                    North         East    Units  Estimated Accuracy
 RT0446;SPC MT       -   220,190.      901,840.      MT  (+/- 180 meters Scaled)
 RT0446
 RT0446                          SUPERSEDED SURVEY CONTROL
 RT0446
 RT0446.No superseded survey control is available for this station.
 RT0446
 RT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM545123(NAD 83)
 RT0446_MARKER: I = METAL ROD
 RT0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0446_SP_SET: STAINLESS STEEL ROD
 RT0446_STAMPING: K 569 1985
 RT0446_MARK LOGO: NGS   
 RT0446_PROJECTION: FLUSH
 RT0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0446_ROD/PIPE-DEPTH: 9.7  meters
 RT0446
 RT0446  HISTORY     - Date     Condition        Report By
 RT0446  HISTORY     - 1985     MONUMENTED       NGS
 RT0446
 RT0446                          STATION DESCRIPTION
 RT0446
 RT0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RT0446'33.2 KM (20.6 MI) SOUTH FROM MILES CITY.
 RT0446'33.25 KM (20.65 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE
 RT0446'INTERSECTION OF INTERSTATE 94 AT MILES CITY, 1.55 KM (0.95 MI)
 RT0446'NORTHWEST OF THE OLD MONTA SCHOOL HOUSE, 0.55 KM (0.35 MI) NORTHWEST
 RT0446'OF MILEPOST 23, 27.4 METERS (90.0 FT) SOUTHWEST OF THE CENTERLINE OF
 RT0446'THE HIGHWAY, 5.2 METERS (17.0 FT) NORTHWEST OF THE NORTHWEST GATE
 RT0446'POST FOR A WIRE FENCE, 2.1 METER (7.0 FT) SOUTHEAST OF A TELEPHONE
 RT0446'POLE, 0.3 METER (1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 RT0446'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RT0446'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 RT0446'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0132 ***********************************************************************
 RT0132  DESIGNATION -  K 57
 RT0132  PID         -  RT0132
 RT0132  STATE/COUNTY-  MT/CUSTER
 RT0132  USGS QUAD   -  ISMAY NORTH (1981)
 RT0132
 RT0132                         *CURRENT SURVEY CONTROL
 RT0132  ___________________________________________________________________
 RT0132* NAD 83(1986)-  46 30 07.     (N)    104 47 37.     (W)     SCALED    
 RT0132* NAVD 88     -       773.636  (meters)    2538.17   (feet)  ADJUSTED  
 RT0132  ___________________________________________________________________
 RT0132  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RT0132  DYNAMIC HT  -         773.580 (meters)    2537.99  (feet)  COMP
 RT0132  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 RT0132
 RT0132  VERT ORDER  -  SECOND    CLASS 0
 RT0132
 RT0132.The horizontal coordinates were scaled from a topographic map and have
 RT0132.an estimated accuracy of +/- 6 seconds.
 RT0132
 RT0132.The orthometric height was determined by differential leveling
 RT0132.and adjusted by the National Geodetic Survey in June 1991..
 RT0132
 RT0132.The geoid height was determined by GEOID03.
 RT0132
 RT0132.The dynamic height is computed by dividing the NAVD 88
 RT0132.geopotential number by the normal gravity value computed on the
 RT0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0132.degrees latitude (g = 980.6199 gals.).
 RT0132
 RT0132.The modeled gravity was interpolated from observed gravity values.
 RT0132
 RT0132;                    North         East    Units  Estimated Accuracy
 RT0132;SPC MT       -   261,090.      960,840.      MT  (+/- 180 meters Scaled)
 RT0132
 RT0132                          SUPERSEDED SURVEY CONTROL
 RT0132
 RT0132  NGVD 29 (??/??/92)  773.079  (m)         2536.34   (f) ADJ UNCH    2 0
 RT0132
 RT0132.Superseded values are not recommended for survey control.
 RT0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0132.See file dsdata.txt to determine how the superseded data were derived.
 RT0132
 RT0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM158498(NAD 83)
 RT0132_MARKER: DB = BENCH MARK DISK
 RT0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0132_SP_SET: BUILDING
 RT0132_STAMPING: K 57 1934
 RT0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0132
 RT0132  HISTORY     - Date     Condition        Report By
 RT0132  HISTORY     - 1934     MONUMENTED       CGS
 RT0132  HISTORY     - 1941     GOOD             NGS
 RT0132
 RT0132                          STATION DESCRIPTION
 RT0132
 RT0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0132'IN ISMAY.
 RT0132'AT ISMAY, CUSTER COUNTY, IN THE CONCRETE FOUNDATION WALL OF THE
 RT0132'SUPERIOR SCHOOL, 27 FEET NORTHEAST OF THE CENTER OF THE MAIN ENTRANCE,
 RT0132'19 INCHES SOUTHWEST OF THE EAST CORNER, AND ABOUT 12 INCHES ABOUT
 RT0132'GROUND.  A STANDARD DISK, STAMPED K 57 1934 AND SET VERTICALLY.
 RT0132
 RT0132                          STATION RECOVERY (1941)
 RT0132
 RT0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RT0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0253 ***********************************************************************
 QU0253  DESIGNATION -  K 570
 QU0253  PID         -  QU0253
 QU0253  STATE/COUNTY-  MT/POWDER RIVER
 QU0253  USGS QUAD   -  OLIVE (1973)
 QU0253
 QU0253                         *CURRENT SURVEY CONTROL
 QU0253  ___________________________________________________________________
 QU0253* NAD 83(1986)-  45 33 01.     (N)    105 31 40.     (W)     SCALED    
 QU0253* NAVD 88     -       981.199  (meters)    3219.15   (feet)  ADJUSTED  
 QU0253  ___________________________________________________________________
 QU0253  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 QU0253  DYNAMIC HT  -         980.988 (meters)    3218.46  (feet)  COMP
 QU0253  MODELED GRAV-     980,367.6   (mgal)                       NAVD 88
 QU0253
 QU0253  VERT ORDER  -  FIRST     CLASS II
 QU0253
 QU0253.The horizontal coordinates were scaled from a topographic map and have
 QU0253.an estimated accuracy of +/- 6 seconds.
 QU0253
 QU0253.The orthometric height was determined by differential leveling
 QU0253.and adjusted by the National Geodetic Survey in June 1991..
 QU0253
 QU0253.The geoid height was determined by GEOID03.
 QU0253
 QU0253.The dynamic height is computed by dividing the NAVD 88
 QU0253.geopotential number by the normal gravity value computed on the
 QU0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0253.degrees latitude (g = 980.6199 gals.).
 QU0253
 QU0253.The modeled gravity was interpolated from observed gravity values.
 QU0253
 QU0253;                    North         East    Units  Estimated Accuracy
 QU0253;SPC MT       -   152,370.      909,960.      MT  (+/- 180 meters Scaled)
 QU0253
 QU0253                          SUPERSEDED SURVEY CONTROL
 QU0253
 QU0253.No superseded survey control is available for this station.
 QU0253
 QU0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL588442(NAD 83)
 QU0253_MARKER: I = METAL ROD
 QU0253_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QU0253_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QU0253_STAMPING: K 570 1985
 QU0253_MARK LOGO: NGS   
 QU0253_PROJECTION: FLUSH
 QU0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QU0253+STABILITY: POSITION/ELEVATION WELL
 QU0253_ROD/PIPE-DEPTH: 10.3 meters
 QU0253_SLEEVE-DEPTH  : 9.1 meters
 QU0253
 QU0253  HISTORY     - Date     Condition        Report By
 QU0253  HISTORY     - 1985     MONUMENTED       NGS
 QU0253
 QU0253                          STATION DESCRIPTION
 QU0253
 QU0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0253'16.3 KM (10.1 MI) SOUTH FROM BROADUS.
 QU0253'16.3 KM (10.1 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY
 QU0253'COURTHOUSE AT BROADUS, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 69, 73.9
 QU0253'METERS (242.5 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 QU0253'CORNER OF THE OLIVE POST OFFICE, 17.5 METERS (57.5 FT) EAST OF THE
 QU0253'CENTERLINE OF THE HIGHWAY, 3.0 METERS (10.0 FT) SOUTH OF THE EXTENDED
 QU0253'CENTER OF A DIRT DRIVEWAY LEADING SOUTHWEST, AND 0.9 METER (3.0 FT)
 QU0253'WEST OF THE T JUNCTION OF FENCE LINES.  NOTE--ACCESS TO DATUM POINT
 QU0253'IS HAD THROUGH A 5-INCH LOGO CAP.
 QU0253'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 QU0253'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0283 ***********************************************************************
 QU0283  DESIGNATION -  K 571
 QU0283  PID         -  QU0283
 QU0283  STATE/COUNTY-  MT/POWDER RIVER
 QU0283  USGS QUAD   -  BIDDLE (1970)
 QU0283
 QU0283                         *CURRENT SURVEY CONTROL
 QU0283  ___________________________________________________________________
 QU0283* NAD 83(1986)-  45 05 12.     (N)    105 21 11.     (W)     SCALED    
 QU0283* NAVD 88     -      1050.139  (meters)    3445.33   (feet)  ADJUSTED  
 QU0283  ___________________________________________________________________
 QU0283  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QU0283  DYNAMIC HT  -        1049.862 (meters)    3444.42  (feet)  COMP
 QU0283  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 QU0283
 QU0283  VERT ORDER  -  FIRST     CLASS II
 QU0283
 QU0283.The horizontal coordinates were scaled from a topographic map and have
 QU0283.an estimated accuracy of +/- 6 seconds.
 QU0283
 QU0283.The orthometric height was determined by differential leveling
 QU0283.and adjusted by the National Geodetic Survey in June 1991..
 QU0283
 QU0283.The geoid height was determined by GEOID03.
 QU0283
 QU0283.The dynamic height is computed by dividing the NAVD 88
 QU0283.geopotential number by the normal gravity value computed on the
 QU0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0283.degrees latitude (g = 980.6199 gals.).
 QU0283
 QU0283.The modeled gravity was interpolated from observed gravity values.
 QU0283
 QU0283;                    North         East    Units  Estimated Accuracy
 QU0283;SPC MT       -   101,640.      926,310.      MT  (+/- 180 meters Scaled)
 QU0283
 QU0283                          SUPERSEDED SURVEY CONTROL
 QU0283
 QU0283.No superseded survey control is available for this station.
 QU0283
 QU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK722926(NAD 83)
 QU0283_MARKER: DB = BENCH MARK DISK
 QU0283_SETTING: 66 = SET IN ROCK OUTCROP
 QU0283_SP_SET: ROCK OUTCROP
 QU0283_STAMPING: K 571 1985
 QU0283_MARK LOGO: NGS   
 QU0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QU0283
 QU0283  HISTORY     - Date     Condition        Report By
 QU0283  HISTORY     - 1985     MONUMENTED       NGS
 QU0283
 QU0283                          STATION DESCRIPTION
 QU0283
 QU0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QU0283'2.0 KM (1.25 MI) SOUTH FROM BIDDLE.
 QU0283'2.0 KM (1.25 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 QU0283'SCHOOL AT BIDDLE, IN TOP OF AND 0.9 METER (3 FT) NORTHEAST OF THE
 QU0283'SOUTHWEST END OF A 3 BY 5 FOOT FLAT TOPPED PORTION OF SANDSTONE, IN
 QU0283'THE SOUTHWEST END OF A CUT, 0.8 KM (0.5 MI) NORTHEAST OF MILEPOST 6,
 QU0283'13.0 METERS (42.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 11.3 METERS
 QU0283'(37 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT)
 QU0283'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK.
 QU0283'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 QU0283'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0610 ***********************************************************************
 QX0610  DESIGNATION -  K 573
 QX0610  PID         -  QX0610
 QX0610  STATE/COUNTY-  MT/MADISON
 QX0610  USGS QUAD   -  SAPPINGTON (1987)
 QX0610
 QX0610                         *CURRENT SURVEY CONTROL
 QX0610  ___________________________________________________________________
 QX0610* NAD 83(1986)-  45 45 11.     (N)    111 46 00.     (W)     SCALED    
 QX0610* NAVD 88     -      1434.411  (meters)    4706.06   (feet)  ADJUSTED  
 QX0610  ___________________________________________________________________
 QX0610  GEOID HEIGHT-         -11.24  (meters)                     GEOID03
 QX0610  DYNAMIC HT  -        1433.981 (meters)    4704.65  (feet)  COMP
 QX0610  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 QX0610
 QX0610  VERT ORDER  -  FIRST     CLASS II
 QX0610
 QX0610.The horizontal coordinates were scaled from a topographic map and have
 QX0610.an estimated accuracy of +/- 6 seconds.
 QX0610
 QX0610.The orthometric height was determined by differential leveling
 QX0610.and adjusted by the National Geodetic Survey in June 1991..
 QX0610
 QX0610.The geoid height was determined by GEOID03.
 QX0610
 QX0610.The dynamic height is computed by dividing the NAVD 88
 QX0610.geopotential number by the normal gravity value computed on the
 QX0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0610.degrees latitude (g = 980.6199 gals.).
 QX0610
 QX0610.The modeled gravity was interpolated from observed gravity values.
 QX0610
 QX0610;                    North         East    Units  Estimated Accuracy
 QX0610;SPC MT       -   169,590.      423,730.      MT  (+/- 180 meters Scaled)
 QX0610
 QX0610                          SUPERSEDED SURVEY CONTROL
 QX0610
 QX0610  NGVD 29 (08/20/92) 1433.360  (m)         4702.62   (f) ADJUSTED    1 2
 QX0610
 QX0610.Superseded values are not recommended for survey control.
 QX0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0610.See file dsdata.txt to determine how the superseded data were derived.
 QX0610
 QX0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR403668(NAD 83)
 QX0610_MARKER: DB = BENCH MARK DISK
 QX0610_SETTING: 66 = SET IN ROCK OUTCROP
 QX0610_SP_SET: BEDROCK
 QX0610_STAMPING: K 573 1987
 QX0610_MARK LOGO: NGS   
 QX0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0610+STABILITY: POSITION/ELEVATION WELL
 QX0610
 QX0610  HISTORY     - Date     Condition        Report By
 QX0610  HISTORY     - 1987     MONUMENTED       NGS
 QX0610
 QX0610                          STATION DESCRIPTION
 QX0610
 QX0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0610'6.2 KM (3.85 MI) NORTH FROM HARRISON.
 QX0610'6.2 KM (3.85 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0610'OFFICE IN HARRISON, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 QX0610'60.0 M (196.8 FT) SOUTH OF THE NORTH END OF THE CUT, 28.3 M (92.8 FT)
 QX0610'SOUTHWEST OF THE NORTH END OF A GUARD RAIL, AND 14.0 M (45.9 FT) WEST
 QX0610'OF THE CENTERLINE OF THE HIGHWAY.
 QX0610'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 QX0610'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1102 ***********************************************************************
 PY1102  DESIGNATION -  K 574
 PY1102  PID         -  PY1102
 PY1102  STATE/COUNTY-  MT/MADISON
 PY1102  USGS QUAD   -  SQUAW CREEK (1988)
 PY1102
 PY1102                         *CURRENT SURVEY CONTROL
 PY1102  ___________________________________________________________________
 PY1102* NAD 83(1986)-  44 54 00.     (N)    111 35 29.     (W)     SCALED    
 PY1102* NAVD 88     -      1790.420  (meters)    5874.07   (feet)  ADJUSTED  
 PY1102  ___________________________________________________________________
 PY1102  GEOID HEIGHT-          -9.12  (meters)                     GEOID03
 PY1102  DYNAMIC HT  -        1789.461 (meters)    5870.92  (feet)  COMP
 PY1102  MODELED GRAV-     980,018.9   (mgal)                       NAVD 88
 PY1102
 PY1102  VERT ORDER  -  FIRST     CLASS II
 PY1102
 PY1102.The horizontal coordinates were scaled from a topographic map and have
 PY1102.an estimated accuracy of +/- 6 seconds.
 PY1102
 PY1102.The orthometric height was determined by differential leveling
 PY1102.and adjusted by the National Geodetic Survey in June 1991..
 PY1102
 PY1102.The geoid height was determined by GEOID03.
 PY1102
 PY1102.The dynamic height is computed by dividing the NAVD 88
 PY1102.geopotential number by the normal gravity value computed on the
 PY1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1102.degrees latitude (g = 980.6199 gals.).
 PY1102
 PY1102.The modeled gravity was interpolated from observed gravity values.
 PY1102
 PY1102;                    North         East    Units  Estimated Accuracy
 PY1102;SPC MT       -    74,460.      434,820.      MT  (+/- 180 meters Scaled)
 PY1102
 PY1102                          SUPERSEDED SURVEY CONTROL
 PY1102
 PY1102  NGVD 29 (08/20/92) 1789.152  (m)         5869.91   (f) ADJUSTED    1 2
 PY1102
 PY1102.Superseded values are not recommended for survey control.
 PY1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1102.See file dsdata.txt to determine how the superseded data were derived.
 PY1102
 PY1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ533720(NAD 83)
 PY1102_MARKER: DB = BENCH MARK DISK
 PY1102_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY1102_SP_SET: ABUTMENT
 PY1102_STAMPING: K 574 1987
 PY1102_MARK LOGO: NGS   
 PY1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1102+STABILITY: POSITION/ELEVATION WELL
 PY1102
 PY1102  HISTORY     - Date     Condition        Report By
 PY1102  HISTORY     - 1987     MONUMENTED       NGS
 PY1102
 PY1102                          STATION DESCRIPTION
 PY1102
 PY1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1102'35.6 KM (22.10 MI) SOUTH FROM CAMERON.
 PY1102'35.5 KM (22.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 PY1102'OFFICE IN CAMERON, THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG A PAVED
 PY1102'ROAD, IN TOP OF AND 0.8 M (2.6 FT) NORTHWEST OF THE SOUTHEAST END OF
 PY1102'THE NORTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE
 PY1102'MADISON RIVER, AND 4.7 M (15.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PY1102'HIGHWAY.
 PY1102'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9047 ***********************************************************************
 AD9047  DESIGNATION -  K 575
 AD9047  PID         -  AD9047
 AD9047  STATE/COUNTY-  MT/CARTER
 AD9047  USGS QUAD   -  ALZADA (1980)
 AD9047
 AD9047                         *CURRENT SURVEY CONTROL
 AD9047  ___________________________________________________________________
 AD9047* NAD 83(1986)-  45 03 35.     (N)    104 28 22.     (W)     SCALED    
 AD9047* NAVD 88     -      1045.722  (meters)    3430.84   (feet)  ADJUSTED  
 AD9047  ___________________________________________________________________
 AD9047  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 AD9047  DYNAMIC HT  -        1045.450 (meters)    3429.95  (feet)  COMP
 AD9047  MODELED GRAV-     980,320.8   (mgal)                       NAVD 88
 AD9047
 AD9047  VERT ORDER  -  FIRST     CLASS II
 AD9047
 AD9047.The horizontal coordinates were scaled from a topographic map and have
 AD9047.an estimated accuracy of +/- 6 seconds.
 AD9047
 AD9047.The orthometric height was determined by differential leveling
 AD9047.and adjusted by the National Geodetic Survey in July 1998..
 AD9047
 AD9047.The geoid height was determined by GEOID03.
 AD9047
 AD9047.The dynamic height is computed by dividing the NAVD 88
 AD9047.geopotential number by the normal gravity value computed on the
 AD9047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9047.degrees latitude (g = 980.6199 gals.).
 AD9047
 AD9047.The modeled gravity was interpolated from observed gravity values.
 AD9047
 AD9047;                    North         East    Units  Estimated Accuracy
 AD9047;SPC MT       -   102,700.      995,680.      MT  (+/- 180 meters Scaled)
 AD9047
 AD9047                          SUPERSEDED SURVEY CONTROL
 AD9047
 AD9047.No superseded survey control is available for this station.
 AD9047
 AD9047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK415897(NAD 83)
 AD9047_MARKER: I = METAL ROD
 AD9047_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9047_STAMPING: K 575 1995
 AD9047_MARK LOGO: NGS   
 AD9047_PROJECTION: FLUSH
 AD9047_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9047+STABILITY: POSITION/ELEVATION WELL
 AD9047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9047+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9047_ROD/PIPE-DEPTH: 10.1 meters
 AD9047_SLEEVE-DEPTH  : 9.1 meters
 AD9047
 AD9047  HISTORY     - Date     Condition        Report By
 AD9047  HISTORY     - 1995     MONUMENTED       NGS
 AD9047
 AD9047                          STATION DESCRIPTION
 AD9047
 AD9047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9047'6.2 KM (3.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9047'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, 29.2 M (95.8 FT) NORTHEAST OF
 AD9047'THE HIGHWAY CENTERLINE, 15.5 M (50.9 FT) SOUTHEAST OF THE CENTER OF A
 AD9047'DIRT ROAD AND A CATTLE GUARD, 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS
 AD9047'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AD9047'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0214 ***********************************************************************
 RT0214  DESIGNATION -  K 58
 RT0214  PID         -  RT0214
 RT0214  STATE/COUNTY-  MT/PRAIRIE
 RT0214  USGS QUAD   -  PAPPS RESERVOIR (1972)
 RT0214
 RT0214                         *CURRENT SURVEY CONTROL
 RT0214  ___________________________________________________________________
 RT0214* NAD 83(1986)-  46 57 46.     (N)    105 29 44.     (W)     SCALED    
 RT0214* NAVD 88     -       815.103  (meters)    2674.22   (feet)  ADJUSTED  
 RT0214  ___________________________________________________________________
 RT0214  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 RT0214  DYNAMIC HT  -         815.074 (meters)    2674.12  (feet)  COMP
 RT0214  MODELED GRAV-     980,550.9   (mgal)                       NAVD 88
 RT0214
 RT0214  VERT ORDER  -  SECOND    CLASS 0
 RT0214
 RT0214.The horizontal coordinates were scaled from a topographic map and have
 RT0214.an estimated accuracy of +/- 6 seconds.
 RT0214
 RT0214.The orthometric height was determined by differential leveling
 RT0214.and adjusted by the National Geodetic Survey in June 1991..
 RT0214
 RT0214.The geoid height was determined by GEOID03.
 RT0214
 RT0214.The dynamic height is computed by dividing the NAVD 88
 RT0214.geopotential number by the normal gravity value computed on the
 RT0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0214.degrees latitude (g = 980.6199 gals.).
 RT0214
 RT0214.The modeled gravity was interpolated from observed gravity values.
 RT0214
 RT0214;                    North         East    Units  Estimated Accuracy
 RT0214;SPC MT       -   309,230.      904,460.      MT  (+/- 180 meters Scaled)
 RT0214
 RT0214                          SUPERSEDED SURVEY CONTROL
 RT0214
 RT0214  NGVD 29 (??/??/92)  814.500  (m)         2672.24   (f) ADJ UNCH    2 0
 RT0214
 RT0214.Superseded values are not recommended for survey control.
 RT0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0214.See file dsdata.txt to determine how the superseded data were derived.
 RT0214
 RT0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN622011(NAD 83)
 RT0214_MARKER: DB = BENCH MARK DISK
 RT0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0214_STAMPING: K 58 1934
 RT0214_MARK LOGO: CGS   
 RT0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 RT0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0214+STABILITY: SURFACE MOTION
 RT0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RT0214+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1996
 RT0214
 RT0214  HISTORY     - Date     Condition        Report By
 RT0214  HISTORY     - 1934     MONUMENTED       CGS
 RT0214  HISTORY     - 1972     GOOD             USGS
 RT0214  HISTORY     - 19960426 GOOD             MTDOT
 RT0214
 RT0214                          STATION DESCRIPTION
 RT0214
 RT0214'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RT0214'13.4 MI SE FROM OLANDA.
 RT0214'TO REACH FROM INTERSECTION OF HWY 253 AND BURLINGTON NORTHERN RR AT E
 RT0214'END OF TERRY, MONTANA-- PROCEED N ON HWY 253 A DISTANCE OF 15.0 MILES
 RT0214'TO A ROAD FORK.  TAKE RIGHT FORK AND PROCEED N ON DIRT ROAD CROSSING A
 RT0214'BRIDGE AT 0.7 MILES.  CONTINUE N FROM BRIDGE ON DIRT ROAD 0.6 MILES TO
 RT0214'A T-FE E.  BM IS ON WEST SIDE OF ROAD, 142 FT W OF CENTERLINE OF RD AT
 RT0214'T-FE E AND 19 FT SOUTH.  (T-FE E IS THE NORTH BOUNDARY OF A PLOWED
 RT0214'FIELD ON THE E SIDE OF THE ROAD.)  A STANDARD DISK SET IN CONCRETE
 RT0214'POST, PROJECTING 2 INCHES OUT OF GROUND.
 RT0214
 RT0214                          STATION RECOVERY (1996)
 RT0214
 RT0214'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1996 (DRD)
 RT0214'15.0 MI (24.1 KM) NORTH ALONG STATE HIGHWAY 253 FROM THE JUNCTION WITH
 RT0214'THE RAILROAD, IN TERRY, TO A FORK, BEAR RIGHT ON CEDAR CREEK ROAD FOR
 RT0214'0.7 MI (1.1 KM) TO A BRIDGE, THEN 0.6 MI (1.0 KM) NORTH TO THE STATION
 RT0214'ON THE LEFT IN A PASTURE, 151.0 FT (46.0 M) WEST OF THE CENTER OF THE
 RT0214'ROAD AND 92.0 FT (28.0 M) WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0141 ***********************************************************************
 SP0141  DESIGNATION -  K 59
 SP0141  PID         -  SP0141
 SP0141  STATE/COUNTY-  MT/DAWSON
 SP0141  USGS QUAD   -  RICHEY SE (1983)
 SP0141
 SP0141                         *CURRENT SURVEY CONTROL
 SP0141  ___________________________________________________________________
 SP0141* NAD 83(1986)-  47 35 35.     (N)    105 05 07.     (W)     SCALED    
 SP0141* NAVD 88     -       754.269  (meters)    2474.63   (feet)  ADJUSTED  
 SP0141  ___________________________________________________________________
 SP0141  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 SP0141  DYNAMIC HT  -         754.300 (meters)    2474.73  (feet)  COMP
 SP0141  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 SP0141
 SP0141  VERT ORDER  -  SECOND    CLASS 0
 SP0141
 SP0141.The horizontal coordinates were scaled from a topographic map and have
 SP0141.an estimated accuracy of +/- 6 seconds.
 SP0141
 SP0141.The orthometric height was determined by differential leveling
 SP0141.and adjusted by the National Geodetic Survey in June 1991..
 SP0141
 SP0141.The geoid height was determined by GEOID03.
 SP0141
 SP0141.The dynamic height is computed by dividing the NAVD 88
 SP0141.geopotential number by the normal gravity value computed on the
 SP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0141.degrees latitude (g = 980.6199 gals.).
 SP0141
 SP0141.The modeled gravity was interpolated from observed gravity values.
 SP0141
 SP0141;                    North         East    Units  Estimated Accuracy
 SP0141;SPC MT       -   380,820.      931,670.      MT  (+/- 180 meters Scaled)
 SP0141
 SP0141                          SUPERSEDED SURVEY CONTROL
 SP0141
 SP0141  NGVD 29 (??/??/92)  753.676  (m)         2472.69   (f) ADJ UNCH    2 0
 SP0141
 SP0141.Superseded values are not recommended for survey control.
 SP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0141.See file dsdata.txt to determine how the superseded data were derived.
 SP0141
 SP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN935710(NAD 83)
 SP0141_MARKER: DB = BENCH MARK DISK
 SP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0141_STAMPING: K 59 1934
 SP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0141+STABILITY: SURFACE MOTION
 SP0141
 SP0141  HISTORY     - Date     Condition        Report By
 SP0141  HISTORY     - 1934     MONUMENTED       CGS
 SP0141  HISTORY     - 1977     POOR             USGS
 SP0141
 SP0141                          STATION DESCRIPTION
 SP0141
 SP0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0141'4.0 MI S FROM RICHEY.
 SP0141'4.0 MILES SOUTH ALONG THE ROAD TO GLENDIVE FROM RICHEY, DAWSON COUNTY,
 SP0141'2 MILES SOUTH OF THE INTERSECTION WITH STATE HIGHWAY 23, 200 YARDS
 SP0141'WEST OF A SERIES OF SANDSTONE FORMATIONS, AND 28 YARDS EAST OF THE
 SP0141'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED K 59 1934 AND SET IN
 SP0141'THE TOP OF A CONCRETE POST.
 SP0141
 SP0141                          STATION RECOVERY (1977)
 SP0141
 SP0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0141'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0258 ***********************************************************************
 QW0258  DESIGNATION -  K 6
 QW0258  PID         -  QW0258
 QW0258  STATE/COUNTY-  MT/STILLWATER
 QW0258  USGS QUAD   -  RAPIDS (1956)
 QW0258
 QW0258                         *CURRENT SURVEY CONTROL
 QW0258  ___________________________________________________________________
 QW0258* NAD 83(1986)-  45 35 33.     (N)    109 06 01.     (W)     SCALED    
 QW0258* NAVD 88     -      1064.447  (meters)    3492.27   (feet)  ADJUSTED  
 QW0258  ___________________________________________________________________
 QW0258  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 QW0258  DYNAMIC HT  -        1064.176 (meters)    3491.38  (feet)  COMP
 QW0258  MODELED GRAV-     980,324.9   (mgal)                       NAVD 88
 QW0258
 QW0258  VERT ORDER  -  FIRST     CLASS II
 QW0258
 QW0258.The horizontal coordinates were scaled from a topographic map and have
 QW0258.an estimated accuracy of +/- 6 seconds.
 QW0258
 QW0258.The orthometric height was determined by differential leveling
 QW0258.and adjusted by the National Geodetic Survey in June 1991..
 QW0258
 QW0258.The geoid height was determined by GEOID03.
 QW0258
 QW0258.The dynamic height is computed by dividing the NAVD 88
 QW0258.geopotential number by the normal gravity value computed on the
 QW0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0258.degrees latitude (g = 980.6199 gals.).
 QW0258
 QW0258.The modeled gravity was interpolated from observed gravity values.
 QW0258
 QW0258;                    North         East    Units  Estimated Accuracy
 QW0258;SPC MT       -   149,280.      631,180.      MT  (+/- 180 meters Scaled)
 QW0258
 QW0258                          SUPERSEDED SURVEY CONTROL
 QW0258
 QW0258  NGVD 29 (??/??/92) 1063.598  (m)         3489.49   (f) ADJ UNCH    1 2
 QW0258
 QW0258.Superseded values are not recommended for survey control.
 QW0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0258.See file dsdata.txt to determine how the superseded data were derived.
 QW0258
 QW0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR481505(NAD 83)
 QW0258_MARKER: Q = CHISELED SQUARE
 QW0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0258+STABILITY: SURFACE MOTION
 QW0258
 QW0258  HISTORY     - Date     Condition        Report By
 QW0258  HISTORY     - UNK      MONUMENTED       CGS
 QW0258  HISTORY     - 1957     GOOD             NGS
 QW0258  HISTORY     - 1982     MARK NOT FOUND   NGS
 QW0258
 QW0258                          STATION DESCRIPTION
 QW0258
 QW0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QW0258'9.5 MI SW FROM PARK CITY.
 QW0258'ABOUT 9.5 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QW0258'STATION AT PARK CITY, ABOUT 8.25 MILES NORTHEAST OF THE STATION AT
 QW0258'COLUMBUS, IN SECTION 11, T 3 S, R 21 E, 3 POLES WEST OF MILEPOST 32,
 QW0258'AT THE RAPIDS SIDING, 73 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 QW0258'TRACK, 48 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE,
 QW0258'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 QW0258'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 QW0258'INCHES.
 QW0258
 QW0258                          STATION RECOVERY (1982)
 QW0258
 QW0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QW0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0375 ***********************************************************************
 TN0375  DESIGNATION -  K 6
 TN0375  PID         -  TN0375
 TN0375  STATE/COUNTY-  MT/LINCOLN
 TN0375  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0375
 TN0375                         *CURRENT SURVEY CONTROL
 TN0375  ___________________________________________________________________
 TN0375* NAD 83(1986)-  48 26 11.     (N)    115 51 18.     (W)     SCALED    
 TN0375* NAVD 88     -       648.367  (meters)    2127.18   (feet)  ADJUSTED  
 TN0375  ___________________________________________________________________
 TN0375  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 TN0375  DYNAMIC HT  -         648.410 (meters)    2127.33  (feet)  COMP
 TN0375  MODELED GRAV-     980,656.1   (mgal)                       NAVD 88
 TN0375
 TN0375  VERT ORDER  -  FIRST     CLASS II
 TN0375
 TN0375.The horizontal coordinates were scaled from a topographic map and have
 TN0375.an estimated accuracy of +/- 6 seconds.
 TN0375
 TN0375.The orthometric height was determined by differential leveling
 TN0375.and adjusted by the National Geodetic Survey in June 1991..
 TN0375
 TN0375.The geoid height was determined by GEOID03.
 TN0375
 TN0375.The dynamic height is computed by dividing the NAVD 88
 TN0375.geopotential number by the normal gravity value computed on the
 TN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0375.degrees latitude (g = 980.6199 gals.).
 TN0375
 TN0375.The modeled gravity was interpolated from observed gravity values.
 TN0375
 TN0375;                    North         East    Units  Estimated Accuracy
 TN0375;SPC MT       -   484,260.      130,420.      MT  (+/- 180 meters Scaled)
 TN0375
 TN0375                          SUPERSEDED SURVEY CONTROL
 TN0375
 TN0375  NGVD 29 (??/??/92)  647.190  (m)         2123.32   (f) ADJ UNCH    1 2
 TN0375
 TN0375.Superseded values are not recommended for survey control.
 TN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0375.See file dsdata.txt to determine how the superseded data were derived.
 TN0375
 TN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP846654(NAD 83)
 TN0375_MARKER: DD = SURVEY DISK
 TN0375_SETTING: 80 = SET IN A BOULDER
 TN0375_SP_SET: BOULDER
 TN0375_STAMPING: K 6 1929
 TN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0375+STABILITY: SURFACE MOTION
 TN0375
 TN0375  HISTORY     - Date     Condition        Report By
 TN0375  HISTORY     - 1929     MONUMENTED       USGS
 TN0375  HISTORY     - 1971     GOOD             BPR
 TN0375  HISTORY     - 1980     GOOD             NGS
 TN0375
 TN0375                          STATION DESCRIPTION
 TN0375
 TN0375'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 TN0375'3.1 MI S FROM TROY.
 TN0375'3.1 MILES SOUTH ALONG U.S. HIGHWAY 2 FROM TROY, 0.1 MILE NORTHWEST OF
 TN0375'THE THROOP RANCH, AND IN THE TOP OF AN EMBEDDED BOULDER.  A UNITED
 TN0375'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 6 1929.
 TN0375
 TN0375                          STATION RECOVERY (1971)
 TN0375
 TN0375'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1971
 TN0375'RECOVERED IN GOOD CONDITION.
 TN0375
 TN0375                          STATION RECOVERY (1980)
 TN0375
 TN0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TN0375'4.5 KILOMETERS (2.8 MILES) SOUTHEAST ALONG US HIGHWAY 2 FROM THE
 TN0375'HIGH SCHOOL IN TROY, THENCE 0.1 KILOMETER (0.05 MILE) SOUTH ALONG
 TN0375'A POWER LINE CORIDOR, SET IN TOP A 3 X 4 FOOT BOULDER, 20.4 METERS
 TN0375'(66.7 FEET) SOUTH OF A POWER LINE POLE WITH A SSNGLE GUY WIRE, 15.6
 TN0375'METERS (51.0 FEET) NORTH OF THE CENTERLINE OF A PAVED ROAD, 4.5 METERS
 TN0375'(15.0 FEET) WEST OF THE EAST EDGE OF THE POWER LINE CORIDOR.
 TN0375'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0314 ***********************************************************************
 RV0314  DESIGNATION -  K 6 V
 RV0314  PID         -  RV0314
 RV0314  STATE/COUNTY-  MT/WHEATLAND
 RV0314  USGS QUAD   -  ETHELS COULEE (1986)
 RV0314
 RV0314                         *CURRENT SURVEY CONTROL
 RV0314  ___________________________________________________________________
 RV0314* NAD 83(1986)-  46 24 33.     (N)    109 41 17.     (W)     SCALED    
 RV0314* NAVD 88     -      1244.381  (meters)    4082.61   (feet)  POSTED    
 RV0314  ___________________________________________________________________
 RV0314  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RV0314  DYNAMIC HT  -        1244.130 (meters)    4081.78  (feet)  COMP
 RV0314  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 RV0314
 RV0314  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RV0314
 RV0314.The horizontal coordinates were scaled from a topographic map and have
 RV0314.an estimated accuracy of +/- 6 seconds.
 RV0314
 RV0314.The orthometric height was determined by differential leveling
 RV0314.and adjusted by the National Geodetic Survey in 1992..
 RV0314.No vertical observational check was made to the station.
 RV0314.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RV0314.was located on a no-check spur therefore a value was not computed.
 RV0314
 RV0314.The geoid height was determined by GEOID03.
 RV0314
 RV0314.The dynamic height is computed by dividing the NAVD 88
 RV0314.geopotential number by the normal gravity value computed on the
 RV0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0314.degrees latitude (g = 980.6199 gals.).
 RV0314
 RV0314.The modeled gravity was interpolated from observed gravity values.
 RV0314
 RV0314;                    North         East    Units  Estimated Accuracy
 RV0314;SPC MT       -   239,950.      585,550.      MT  (+/- 180 meters Scaled)
 RV0314
 RV0314                          SUPERSEDED SURVEY CONTROL
 RV0314
 RV0314  NGVD 29 (??/??/92) 1243.477  (m)         4079.64   (f) ADJ UNCH    2 0
 RV0314
 RV0314.Superseded values are not recommended for survey control.
 RV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0314.See file dsdata.txt to determine how the superseded data were derived.
 RV0314
 RV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS008403(NAD 83)
 RV0314_MARKER: DS = TRIANGULATION STATION DISK
 RV0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0314_STAMPING: K 6 V 1961
 RV0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0314+STABILITY: SURFACE MOTION
 RV0314
 RV0314  HISTORY     - Date     Condition        Report By
 RV0314  HISTORY     - 1961     MONUMENTED       CGS
 RV0314
 RV0314                          STATION DESCRIPTION
 RV0314
 RV0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0314'7.65 MI SE FROM HARLOWTON.
 RV0314'7.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0314'HARLOWTON, THENCE 0.2 MILE NORTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 RV0314'MILE EAST-SOUTHEAST ACROSS COUNTRY, 39.1 FEET WEST OF K 6 V R.M. 1,
 RV0314'38.8 FEET NORTH-NORTHEAST OF K 6 V R.M. 2, AND SET IN THE TOP OF A
 RV0314'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0316 ***********************************************************************
 RV0316  DESIGNATION -  K 6 V AZ MK
 RV0316  PID         -  RV0316
 RV0316  STATE/COUNTY-  MT/WHEATLAND
 RV0316  USGS QUAD   -  ETHELS COULEE (1986)
 RV0316
 RV0316                         *CURRENT SURVEY CONTROL
 RV0316  ___________________________________________________________________
 RV0316* NAD 83(1986)-  46 24 52.     (N)    109 41 27.     (W)     SCALED    
 RV0316* NAVD 88     -      1252.728  (meters)    4109.99   (feet)  POSTED    
 RV0316  ___________________________________________________________________
 RV0316  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RV0316  DYNAMIC HT  -        1252.480 (meters)    4109.18  (feet)  COMP
 RV0316  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 RV0316
 RV0316  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RV0316
 RV0316.The horizontal coordinates were scaled from a topographic map and have
 RV0316.an estimated accuracy of +/- 6 seconds.
 RV0316
 RV0316.The orthometric height was determined by differential leveling
 RV0316.and adjusted by the National Geodetic Survey in 1992..
 RV0316.No vertical observational check was made to the station.
 RV0316.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RV0316.was located on a no-check spur therefore a value was not computed.
 RV0316
 RV0316.The geoid height was determined by GEOID03.
 RV0316
 RV0316.The dynamic height is computed by dividing the NAVD 88
 RV0316.geopotential number by the normal gravity value computed on the
 RV0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0316.degrees latitude (g = 980.6199 gals.).
 RV0316
 RV0316.The modeled gravity was interpolated from observed gravity values.
 RV0316
 RV0316;                    North         East    Units  Estimated Accuracy
 RV0316;SPC MT       -   240,540.      585,340.      MT  (+/- 180 meters Scaled)
 RV0316
 RV0316                          SUPERSEDED SURVEY CONTROL
 RV0316
 RV0316  NGVD 29 (??/??/92) 1251.822  (m)         4107.02   (f) ADJ UNCH    2 0
 RV0316
 RV0316.Superseded values are not recommended for survey control.
 RV0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0316.See file dsdata.txt to determine how the superseded data were derived.
 RV0316
 RV0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS006409(NAD 83)
 RV0316_MARKER: DZ = AZIMUTH MARK DISK
 RV0316_SETTING: 66 = SET IN ROCK OUTCROP
 RV0316_SP_SET: OUTCROP
 RV0316_STAMPING: K 6 V 1961
 RV0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0316+STABILITY: POSITION/ELEVATION WELL
 RV0316
 RV0316  HISTORY     - Date     Condition        Report By
 RV0316  HISTORY     - 1961     MONUMENTED       CGS
 RV0316
 RV0316                          STATION DESCRIPTION
 RV0316
 RV0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0316'8.05 MI SE FROM HARLOWTON.
 RV0316'7.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0316'HARLOWTON, THENCE 0.2 MILE NORTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 RV0316'MILE EAST-SOUTHEAST ACROSS COUNTRY, THENCE 0.4 MILE NORTHWEST ACROSS
 RV0316'COUNTRY, IN THE TOP OF A 7 BY 11 FOOT OUTCROP, 9.7 FEET NORTH OF A
 RV0316'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0315 ***********************************************************************
 RV0315  DESIGNATION -  K 6 V RM 1
 RV0315  PID         -  RV0315
 RV0315  STATE/COUNTY-  MT/WHEATLAND
 RV0315  USGS QUAD   -  ETHELS COULEE (1986)
 RV0315
 RV0315                         *CURRENT SURVEY CONTROL
 RV0315  ___________________________________________________________________
 RV0315* NAD 83(1986)-  46 24 33.     (N)    109 41 16.     (W)     SCALED    
 RV0315* NAVD 88     -      1244.250  (meters)    4082.18   (feet)  POSTED    
 RV0315  ___________________________________________________________________
 RV0315  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RV0315  DYNAMIC HT  -        1244.000 (meters)    4081.36  (feet)  COMP
 RV0315  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 RV0315
 RV0315  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RV0315
 RV0315.The horizontal coordinates were scaled from a topographic map and have
 RV0315.an estimated accuracy of +/- 6 seconds.
 RV0315
 RV0315.The orthometric height was determined by differential leveling
 RV0315.and adjusted by the National Geodetic Survey in 1992..
 RV0315.No vertical observational check was made to the station.
 RV0315.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RV0315.was located on a no-check spur therefore a value was not computed.
 RV0315
 RV0315.The geoid height was determined by GEOID03.
 RV0315
 RV0315.The dynamic height is computed by dividing the NAVD 88
 RV0315.geopotential number by the normal gravity value computed on the
 RV0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0315.degrees latitude (g = 980.6199 gals.).
 RV0315
 RV0315.The modeled gravity was interpolated from observed gravity values.
 RV0315
 RV0315;                    North         East    Units  Estimated Accuracy
 RV0315;SPC MT       -   239,950.      585,570.      MT  (+/- 180 meters Scaled)
 RV0315
 RV0315                          SUPERSEDED SURVEY CONTROL
 RV0315
 RV0315  NGVD 29 (??/??/92) 1243.346  (m)         4079.21   (f) ADJ UNCH    2 0
 RV0315
 RV0315.Superseded values are not recommended for survey control.
 RV0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0315.See file dsdata.txt to determine how the superseded data were derived.
 RV0315
 RV0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS008403(NAD 83)
 RV0315_MARKER: DR = REFERENCE MARK DISK
 RV0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0315_STAMPING: K 6 V NO. 1 1961
 RV0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0315+STABILITY: SURFACE MOTION
 RV0315
 RV0315  HISTORY     - Date     Condition        Report By
 RV0315  HISTORY     - 1961     MONUMENTED       CGS
 RV0315
 RV0315                          STATION DESCRIPTION
 RV0315
 RV0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0315'7.65 MI SE FROM HARLOWTON.
 RV0315'7.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0315'HARLOWTON, THENCE 0.2 MILE NORTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 RV0315'MILE EAST-SOUTHEAST ACROSS COUNTRY, 39.1 FEET EAST OF K 6 V, 62.5 FEET
 RV0315'NORTHEAST OF K 6 V R.M. 2, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 RV0315'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0313 ***********************************************************************
 RV0313  DESIGNATION -  K 6 V RM 2
 RV0313  PID         -  RV0313
 RV0313  STATE/COUNTY-  MT/WHEATLAND
 RV0313  USGS QUAD   -  ETHELS COULEE (1986)
 RV0313
 RV0313                         *CURRENT SURVEY CONTROL
 RV0313  ___________________________________________________________________
 RV0313* NAD 83(1986)-  46 24 33.     (N)    109 41 18.     (W)     SCALED    
 RV0313* NAVD 88     -      1244.353  (meters)    4082.51   (feet)  POSTED    
 RV0313  ___________________________________________________________________
 RV0313  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RV0313  DYNAMIC HT  -        1244.100 (meters)    4081.68  (feet)  COMP
 RV0313  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 RV0313
 RV0313  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RV0313
 RV0313.The horizontal coordinates were scaled from a topographic map and have
 RV0313.an estimated accuracy of +/- 6 seconds.
 RV0313
 RV0313.The orthometric height was determined by differential leveling
 RV0313.and adjusted by the National Geodetic Survey in 1992..
 RV0313.No vertical observational check was made to the station.
 RV0313.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RV0313.was located on a no-check spur therefore a value was not computed.
 RV0313
 RV0313.The geoid height was determined by GEOID03.
 RV0313
 RV0313.The dynamic height is computed by dividing the NAVD 88
 RV0313.geopotential number by the normal gravity value computed on the
 RV0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0313.degrees latitude (g = 980.6199 gals.).
 RV0313
 RV0313.The modeled gravity was interpolated from observed gravity values.
 RV0313
 RV0313;                    North         East    Units  Estimated Accuracy
 RV0313;SPC MT       -   239,950.      585,530.      MT  (+/- 180 meters Scaled)
 RV0313
 RV0313                          SUPERSEDED SURVEY CONTROL
 RV0313
 RV0313  NGVD 29 (??/??/92) 1243.449  (m)         4079.55   (f) ADJ UNCH    2 0
 RV0313
 RV0313.Superseded values are not recommended for survey control.
 RV0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0313.See file dsdata.txt to determine how the superseded data were derived.
 RV0313
 RV0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS008403(NAD 83)
 RV0313_MARKER: DR = REFERENCE MARK DISK
 RV0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0313_STAMPING: K 6 V NO. 2 1961
 RV0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0313+STABILITY: SURFACE MOTION
 RV0313
 RV0313  HISTORY     - Date     Condition        Report By
 RV0313  HISTORY     - 1961     MONUMENTED       CGS
 RV0313
 RV0313                          STATION DESCRIPTION
 RV0313
 RV0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0313'7.65 MI SE FROM HARLOWTON.
 RV0313'7.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0313'HARLOWTON, THENCE 0.2 MILE NORTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 RV0313'MILE EAST-SOUTHEAST ACROSS COUNTRY, 62.5 FEET SOUTHWEST OF K 6 V R.M.
 RV0313'1, 38.8 FEET SOUTH-SOUTHWEST OF K 6 V, AND SET IN THE TOP OF A
 RV0313'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0135 ***********************************************************************
 QU0135  DESIGNATION -  K 60
 QU0135  PID         -  QU0135
 QU0135  STATE/COUNTY-  MT/POWDER RIVER
 QU0135  USGS QUAD   -  PINE CREEK (1970)
 QU0135
 QU0135                         *CURRENT SURVEY CONTROL
 QU0135  ___________________________________________________________________
 QU0135* NAD 83(1986)-  45 14 45.     (N)    105 19 53.     (W)     SCALED    
 QU0135* NAVD 88     -       996.902  (meters)    3270.67   (feet)  ADJUSTED  
 QU0135  ___________________________________________________________________
 QU0135  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 QU0135  DYNAMIC HT  -         996.669 (meters)    3269.90  (feet)  COMP
 QU0135  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 QU0135
 QU0135  VERT ORDER  -  FIRST     CLASS II
 QU0135
 QU0135.The horizontal coordinates were scaled from a topographic map and have
 QU0135.an estimated accuracy of +/- 6 seconds.
 QU0135
 QU0135.The orthometric height was determined by differential leveling
 QU0135.and adjusted by the National Geodetic Survey in June 1991..
 QU0135
 QU0135.The geoid height was determined by GEOID03.
 QU0135
 QU0135.The dynamic height is computed by dividing the NAVD 88
 QU0135.geopotential number by the normal gravity value computed on the
 QU0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0135.degrees latitude (g = 980.6199 gals.).
 QU0135
 QU0135.The modeled gravity was interpolated from observed gravity values.
 QU0135
 QU0135;                    North         East    Units  Estimated Accuracy
 QU0135;SPC MT       -   119,390.      927,070.      MT  (+/- 180 meters Scaled)
 QU0135
 QU0135                          SUPERSEDED SURVEY CONTROL
 QU0135
 QU0135  NGVD 29 (??/??/92)  996.299  (m)         3268.69   (f) ADJ UNCH    1 2
 QU0135
 QU0135.Superseded values are not recommended for survey control.
 QU0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0135.See file dsdata.txt to determine how the superseded data were derived.
 QU0135
 QU0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL739103(NAD 83)
 QU0135_MARKER: DB = BENCH MARK DISK
 QU0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0135_SP_SET: CONCRETE POST
 QU0135_STAMPING: K 60 1933
 QU0135_MARK LOGO: CGS   
 QU0135_PROJECTION: PROJECTING 12 CENTIMETERS
 QU0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0135+STABILITY: SURFACE MOTION
 QU0135
 QU0135  HISTORY     - Date     Condition        Report By
 QU0135  HISTORY     - 1933     MONUMENTED       CGS
 QU0135  HISTORY     - 1970     GOOD             USGS
 QU0135  HISTORY     - 1985     GOOD             NGS
 QU0135
 QU0135                          STATION DESCRIPTION
 QU0135
 QU0135'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QU0135'15.4 MI S FROM BROADUS.
 QU0135'3.8 MILES SE ALONG U.S. HWY. 212 FROM BROADUS, MONT.  THEN SOUTH
 QU0135'11.35 MILES ON STATE HWY. 59 TO BM ON THE LEFT.  110 FT. EAST
 QU0135'OF HWY, 1610 FT. SOUTH OF A ROAD JUNCTION, 550 FT SOUTH OF
 QU0135'HWY. AT DRAIN.  A STANDARD DISK, STAMPED K 60 1933 AND SET IN
 QU0135'A CONCRETE POST PROJECTING 0.5 FT.
 QU0135
 QU0135                          STATION RECOVERY (1985)
 QU0135
 QU0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0135'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.55 KM
 QU0135'(10.35 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY SCHOOL AT
 QU0135'BIDDLE, AT THE SOUTH END OF A LONG FILL, 0.18 KM (0.1 MI) NORTH OF
 QU0135'MILEPOST 18, 33.7 METERS (110.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 QU0135'33.5 METERS (110 FT) SOUTHEAST OF THE SOUTH END OF A STEEL GUARD RAIL
 QU0135'AND 2.9 METERS (9.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 QU0135'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 QU0135'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0200 ***********************************************************************
 QU0200  DESIGNATION -  K 61
 QU0200  PID         -  QU0200
 QU0200  STATE/COUNTY-  MT/CUSTER
 QU0200  USGS QUAD   -  VOLBORG (1973)
 QU0200
 QU0200                         *CURRENT SURVEY CONTROL
 QU0200  ___________________________________________________________________
 QU0200* NAD 83(1986)-  45 50 15.     (N)    105 40 50.     (W)     SCALED    
 QU0200* NAVD 88     -       922.505  (meters)    3026.59   (feet)  ADJUSTED  
 QU0200  ___________________________________________________________________
 QU0200  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 QU0200  DYNAMIC HT  -         922.341 (meters)    3026.05  (feet)  COMP
 QU0200  MODELED GRAV-     980,406.3   (mgal)                       NAVD 88
 QU0200
 QU0200  VERT ORDER  -  FIRST     CLASS II
 QU0200
 QU0200.The horizontal coordinates were scaled from a topographic map and have
 QU0200.an estimated accuracy of +/- 6 seconds.
 QU0200
 QU0200.The orthometric height was determined by differential leveling
 QU0200.and adjusted by the National Geodetic Survey in June 1991..
 QU0200
 QU0200.The geoid height was determined by GEOID03.
 QU0200
 QU0200.The dynamic height is computed by dividing the NAVD 88
 QU0200.geopotential number by the normal gravity value computed on the
 QU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0200.degrees latitude (g = 980.6199 gals.).
 QU0200
 QU0200.The modeled gravity was interpolated from observed gravity values.
 QU0200
 QU0200;                    North         East    Units  Estimated Accuracy
 QU0200;SPC MT       -   183,650.      896,500.      MT  (+/- 180 meters Scaled)
 QU0200
 QU0200                          SUPERSEDED SURVEY CONTROL
 QU0200
 QU0200  NGVD 29 (??/??/92)  921.859  (m)         3024.47   (f) ADJ UNCH    1 2
 QU0200
 QU0200.Superseded values are not recommended for survey control.
 QU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0200.See file dsdata.txt to determine how the superseded data were derived.
 QU0200
 QU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL471762(NAD 83)
 QU0200_MARKER: DB = BENCH MARK DISK
 QU0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0200_SP_SET: CONCRETE POST
 QU0200_STAMPING: K 61 1933
 QU0200_MARK LOGO: CGS   
 QU0200_PROJECTION: FLUSH
 QU0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0200+STABILITY: SURFACE MOTION
 QU0200
 QU0200  HISTORY     - Date     Condition        Report By
 QU0200  HISTORY     - 1933     MONUMENTED       CGS
 QU0200  HISTORY     - 1953     GOOD             NGS
 QU0200  HISTORY     - 1985     GOOD             NGS
 QU0200
 QU0200                          STATION DESCRIPTION
 QU0200
 QU0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QU0200'28.6 MI N FROM BROADUS.
 QU0200'IN CUSTER COUNTY, 30.8 MILES NORTH ALONG STATE HIGHWAY 22 FROM
 QU0200'THE INTERSECTION WITH THE MAIN NORTH-AND-SOUTH STREET AT BROADUS,
 QU0200'POWDER RIVER COUNTY, 0.4 MILE SOUTH OF VOLBORG, CUSTER COUNTY,
 QU0200'41 FEET SOUTH OF A ROAD LEADING WEST TO ASHLAND, 41 FEET WEST
 QU0200'OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET SOUTH OF THE CORNER
 QU0200'OF A WIRE FENCE.  A STANDARD DISK, STAMPED K 61 1933 AND SET IN
 QU0200'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QU0200
 QU0200                          STATION RECOVERY (1985)
 QU0200
 QU0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0200'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 52.65 KM (32.7
 QU0200'MI) NORTH ALONG STATE HIGHWAY 59 FROM THE COUNTY COURTHOUSE AT
 QU0200'BROADUS, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 46, 0.6 KM (0.4 MI) SOUTH
 QU0200'OF VOLBURG, 12.0 METERS (39.5 FT) WEST OF THE CENTERLINE OF THE
 QU0200'HIGHWAY, 12.5 METERS (41.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD,
 QU0200'1.2 METERS (4.0 FT) SOUTH OF A FENCE CORNER POST, AND 0.3 METER (1.0
 QU0200'FT) EAST OF THE RIGHT-OF-WAY FENCE.
 QU0200'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QU0200'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0276 ***********************************************************************
 RT0276  DESIGNATION -  K 62
 RT0276  PID         -  RT0276
 RT0276  STATE/COUNTY-  MT/CUSTER
 RT0276  USGS QUAD   -  MILES CITY (1980)
 RT0276
 RT0276                         *CURRENT SURVEY CONTROL
 RT0276  ___________________________________________________________________
 RT0276* NAD 83(1986)-  46 24 25.     (N)    105 49 58.     (W)     SCALED    
 RT0276* NAVD 88     -       719.913  (meters)    2361.91   (feet)  ADJUSTED  
 RT0276  ___________________________________________________________________
 RT0276  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RT0276  DYNAMIC HT  -         719.864 (meters)    2361.75  (feet)  COMP
 RT0276  MODELED GRAV-     980,522.6   (mgal)                       NAVD 88
 RT0276
 RT0276  VERT ORDER  -  FIRST     CLASS II
 RT0276
 RT0276.The horizontal coordinates were scaled from a topographic map and have
 RT0276.an estimated accuracy of +/- 6 seconds.
 RT0276
 RT0276.The orthometric height was determined by differential leveling
 RT0276.and adjusted by the National Geodetic Survey in June 1991..
 RT0276.WARNING-Repeat measurements at this control monument indicate possible
 RT0276.vertical movement.
 RT0276
 RT0276.The geoid height was determined by GEOID03.
 RT0276
 RT0276.The dynamic height is computed by dividing the NAVD 88
 RT0276.geopotential number by the normal gravity value computed on the
 RT0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0276.degrees latitude (g = 980.6199 gals.).
 RT0276
 RT0276.The modeled gravity was interpolated from observed gravity values.
 RT0276
 RT0276;                    North         East    Units  Estimated Accuracy
 RT0276;SPC MT       -   246,290.      881,730.      MT  (+/- 180 meters Scaled)
 RT0276
 RT0276                          SUPERSEDED SURVEY CONTROL
 RT0276
 RT0276  NGVD 29 (??/??/92)  719.332  (m)         2360.01   (f) ADJ UNCH    1 2
 RT0276
 RT0276.Superseded values are not recommended for survey control.
 RT0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0276.See file dsdata.txt to determine how the superseded data were derived.
 RT0276
 RT0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM359396(NAD 83)
 RT0276_MARKER: DB = BENCH MARK DISK
 RT0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0276_SP_SET: CONCRETE POST
 RT0276_STAMPING: K 62 1933
 RT0276_MARK LOGO: CGS   
 RT0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0276+STABILITY: SURFACE MOTION
 RT0276
 RT0276  HISTORY     - Date     Condition        Report By
 RT0276  HISTORY     - 1933     MONUMENTED       CGS
 RT0276  HISTORY     - 1960     GOOD             NGS
 RT0276  HISTORY     - 1981     GOOD             NGS
 RT0276  HISTORY     - 1985     GOOD             NGS
 RT0276
 RT0276                          STATION DESCRIPTION
 RT0276
 RT0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RT0276'IN MILES CITY.
 RT0276'ABOUT 0.5 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0276'STATION AT MILES CITY TO THE MAIN STREET UNDERPASS, THENCE 0.4 MILE
 RT0276'EAST ALONG MAIN STREET, THENCE 0.1 MILE SOUTH ALONG SOUTH STREVELL
 RT0276'STREET (STATE HIGHWAY 22), AT THE NORTHWEST CORNER OF WILBAUX PARK, 34
 RT0276'FEET EAST OF THE CENTER LINE OF STREVALL STREET, 14 FEET SOUTH OF THE
 RT0276'CENTER LINE OF FORT STREET, 23 FEET WEST OF A SYCAMORE TREE, 1 FOOT
 RT0276'EAST OF THE EAST EDGE OF A SIDEWALK, AND IN THE TOP OF A CONCRETE POST
 RT0276'FLUSH WITH THE GROUND.
 RT0276
 RT0276                          STATION RECOVERY (1981)
 RT0276
 RT0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0276'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION (QUAD 461053, LINE
 RT0276'101) IS ADEQUATE EXCEPT ADD=10.1 METERS (33.0 FT) NORTHEAST OF A
 RT0276'UTILITY POLE, AND 7.9 METERS (26.0 FT) SOUTH OF A STOP SIGN.
 RT0276
 RT0276                          STATION RECOVERY (1985)
 RT0276
 RT0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RT0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0064 ***********************************************************************
 TH0064  DESIGNATION -  K 64
 TH0064  PID         -  TH0064
 TH0064  STATE/COUNTY-  MT/ROOSEVELT
 TH0064  USGS QUAD   -  MC CABE EAST (1983)
 TH0064
 TH0064                         *CURRENT SURVEY CONTROL
 TH0064  ___________________________________________________________________
 TH0064* NAD 83(1986)-  48 10 09.     (N)    104 15 52.     (W)     SCALED    
 TH0064* NAVD 88     -       608.762  (meters)    1997.25   (feet)  ADJUSTED  
 TH0064  ___________________________________________________________________
 TH0064  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TH0064  DYNAMIC HT  -         608.835 (meters)    1997.49  (feet)  COMP
 TH0064  MODELED GRAV-     980,711.3   (mgal)                       NAVD 88
 TH0064
 TH0064  VERT ORDER  -  SECOND    CLASS 0
 TH0064
 TH0064.The horizontal coordinates were scaled from a topographic map and have
 TH0064.an estimated accuracy of +/- 6 seconds.
 TH0064
 TH0064.The orthometric height was determined by differential leveling
 TH0064.and adjusted by the National Geodetic Survey in June 1991..
 TH0064
 TH0064.The geoid height was determined by GEOID03.
 TH0064
 TH0064.The dynamic height is computed by dividing the NAVD 88
 TH0064.geopotential number by the normal gravity value computed on the
 TH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0064.degrees latitude (g = 980.6199 gals.).
 TH0064
 TH0064.The modeled gravity was interpolated from observed gravity values.
 TH0064
 TH0064;                    North         East    Units  Estimated Accuracy
 TH0064;SPC MT       -   448,500.      988,980.      MT  (+/- 180 meters Scaled)
 TH0064
 TH0064                          SUPERSEDED SURVEY CONTROL
 TH0064
 TH0064  NGVD 29 (??/??/92)  608.221  (m)         1995.47   (f) ADJ UNCH    2 0
 TH0064
 TH0064.Superseded values are not recommended for survey control.
 TH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0064.See file dsdata.txt to determine how the superseded data were derived.
 TH0064
 TH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP546353(NAD 83)
 TH0064_MARKER: DB = BENCH MARK DISK
 TH0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0064_STAMPING: K 64 1934
 TH0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0064+STABILITY: SURFACE MOTION
 TH0064
 TH0064  HISTORY     - Date     Condition        Report By
 TH0064  HISTORY     - 1934     MONUMENTED       CGS
 TH0064  HISTORY     - 1966     GOOD             SHELL
 TH0064  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0064
 TH0064                          STATION DESCRIPTION
 TH0064
 TH0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0064'2.6 MI NW FROM BAINVILLE.
 TH0064'2.6 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM BAINVILLE,
 TH0064'ROOSEVELT COUNTY, 7 FEET NORTH OF MILEPOST 2, AND 42 FEET EAST OF THE
 TH0064'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 64 1934 AND SET
 TH0064'IN THE TOP OF A CONCRETE POST.  NOTE-- THE MILEPOST ON THE RR HAS BEEN
 TH0064'REMOVED.  THE BM IS 2.0 FT W OF THE SOUTH GATE POST OF A RED WOODEN
 TH0064'GATE.
 TH0064
 TH0064                          STATION RECOVERY (1966)
 TH0064
 TH0064'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 TH0064'RECOVERED IN GOOD CONDITION.
 TH0064
 TH0064                          STATION RECOVERY (1977)
 TH0064
 TH0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0220 ***********************************************************************
 SR0220  DESIGNATION -  K 65
 SR0220  PID         -  SR0220
 SR0220  STATE/COUNTY-  MT/BLAINE
 SR0220  USGS QUAD   -  BAKER MONUMENT (1954)
 SR0220
 SR0220                         *CURRENT SURVEY CONTROL
 SR0220  ___________________________________________________________________
 SR0220* NAD 83(1992)-  47 44 10.03937(N)    108 55 55.40217(W)     ADJUSTED  
 SR0220* NAVD 88     -       705.727  (meters)    2315.37   (feet)  ADJUSTED  
 SR0220  ___________________________________________________________________
 SR0220  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 SR0220  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 SR0220  DYNAMIC HT  -         705.765 (meters)    2315.50  (feet)  COMP
 SR0220  MODELED GRAV-     980,642.5   (mgal)                       NAVD 88
 SR0220
 SR0220  HORZ ORDER  -  SECOND
 SR0220  VERT ORDER  -  FIRST     CLASS II
 SR0220
 SR0220.The horizontal coordinates were established by classical geodetic methods
 SR0220.and adjusted by the National Geodetic Survey in July 1992..
 SR0220
 SR0220.The orthometric height was determined by differential leveling
 SR0220.and adjusted by the National Geodetic Survey in June 1991..
 SR0220
 SR0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0220
 SR0220.The geoid height was determined by GEOID03.
 SR0220
 SR0220.The dynamic height is computed by dividing the NAVD 88
 SR0220.geopotential number by the normal gravity value computed on the
 SR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0220.degrees latitude (g = 980.6199 gals.).
 SR0220
 SR0220.The modeled gravity was interpolated from observed gravity values.
 SR0220
 SR0220;                    North         East     Units Scale Factor Converg.
 SR0220;SPC MT       -   387,524.790   642,575.845   MT  0.99947243   +0 24 55.6
 SR0220;SPC MT       - 1,271,406.79  2,108,188.47   iFT  0.99947243   +0 24 55.6
 SR0220;UTM  12      - 5,289,042.998   655,041.147   MT  0.99989539   +1 31 50.5
 SR0220
 SR0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0220!SPC MT       -   0.99989174  x   0.99947243  =   0.99936422
 SR0220!UTM  12      -   0.99989174  x   0.99989539  =   0.99978714
 SR0220
 SR0220:                Primary Azimuth Mark                     Grid Az
 SR0220:SPC MT       -  GAGING STATION                           207 30 16.3
 SR0220:UTM  12      -  GAGING STATION                           206 23 21.4
 SR0220
 SR0220|---------------------------------------------------------------------|
 SR0220| PID    Reference Object                     Distance      Geod. Az  |
 SR0220|                                                           dddmmss.s |
 SR0220| SR1080 GAGING STATION                      APPROX. 0.7 KM 2075511.9 |
 SR0220|---------------------------------------------------------------------|
 SR0220
 SR0220                          SUPERSEDED SURVEY CONTROL
 SR0220
 SR0220  NAD 83(1986)-  47 44 10.03605(N)    108 55 55.38541(W) AD(       ) 2
 SR0220  NAD 27      -  47 44 10.08100(N)    108 55 52.79600(W) AD(       ) 2
 SR0220  NGVD 29 (??/??/92)  704.979  (m)         2312.92   (f) ADJ UNCH    1 2
 SR0220
 SR0220.Superseded values are not recommended for survey control.
 SR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0220.See file dsdata.txt to determine how the superseded data were derived.
 SR0220
 SR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT5504189043(NAD 83)
 SR0220_MARKER: DB = BENCH MARK DISK
 SR0220_SETTING: 66 = SET IN ROCK OUTCROP
 SR0220_SP_SET: SANDSTONE BEDROCK
 SR0220_STAMPING: K 65 1933
 SR0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR0220+STABILITY: POSITION/ELEVATION WELL
 SR0220
 SR0220  HISTORY     - Date     Condition        Report By
 SR0220  HISTORY     - 1948     MONUMENTED       CGS
 SR0220  HISTORY     - 1948     MARK NOT FOUND   NGS
 SR0220
 SR0220                          STATION DESCRIPTION
 SR0220
 SR0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SR0220'STATION IS LOCATED ABOUT 27 MILES SOUTHWEST OF ZORTMAN, 0.5
 SR0220'MILE NORTHEAST OF THE NORTH LANDING OF THE POWER PLANT FERRY
 SR0220'OF THE MISSOURI RIVER, AND AT THE EDGE OF A HIGH BLUFF.  IT
 SR0220'IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN BED ROCK.
 SR0220'THE DISK IS STAMPED K 65 1933.  A TRAVERSE CONNECTION WAS
 SR0220'MADE TO TRIANGULATION STATION GAGING STATION (USGS) AND THE
 SR0220'DISTANCE WAS FOUND TO BE 651.250 METERS (2136.621 FEET).
 SR0220
 SR0220                          STATION RECOVERY (1948)
 SR0220
 SR0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 SR0220'27 MI SW FROM ZORTMAN.
 SR0220'IN FERGUS COUNTY, 30-1/2 MILES SOUTHWEST ALONG STATE HIGHWAY 19 FROM
 SR0220'ZORTMAN, PHILLIPS COUNTY, 1/2 MILE NORTH OF A FERRY-CROSSING OF
 SR0220'MISSOURI RIVER, AT AN ANGLE IN THE HIGHWAY WHERE IT TURNS AND
 SR0220'PARALLELS THE BLUFF, JUST NORTH OF A SMALL DRY WASH, AT THE FOOT OF
 SR0220'THE BLUFF, 70 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 SR0220'TOP OF A LARGE FLAT SANDSTONE.  A STANDARD DISK, STAMPED K 65 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0016 ***********************************************************************
 TK0016  DESIGNATION -  K 66
 TK0016  PID         -  TK0016
 TK0016  STATE/COUNTY-  MT/PHILLIPS
 TK0016  USGS QUAD   -  PHILLIPS (1965)
 TK0016
 TK0016                         *CURRENT SURVEY CONTROL
 TK0016  ___________________________________________________________________
 TK0016* NAD 83(1986)-  48 02 22.     (N)    108 11 58.     (W)     SCALED    
 TK0016* NAVD 88     -       852.865  (meters)    2798.11   (feet)  ADJUSTED  
 TK0016  ___________________________________________________________________
 TK0016  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TK0016  DYNAMIC HT  -         852.896 (meters)    2798.21  (feet)  COMP
 TK0016  MODELED GRAV-     980,619.7   (mgal)                       NAVD 88
 TK0016
 TK0016  VERT ORDER  -  FIRST     CLASS II
 TK0016
 TK0016.The horizontal coordinates were scaled from a topographic map and have
 TK0016.an estimated accuracy of +/- 6 seconds.
 TK0016
 TK0016.The orthometric height was determined by differential leveling
 TK0016.and adjusted by the National Geodetic Survey in June 1991..
 TK0016.WARNING-Repeat measurements at this control monument indicate possible
 TK0016.vertical movement.
 TK0016
 TK0016.The geoid height was determined by GEOID03.
 TK0016
 TK0016.The dynamic height is computed by dividing the NAVD 88
 TK0016.geopotential number by the normal gravity value computed on the
 TK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0016.degrees latitude (g = 980.6199 gals.).
 TK0016
 TK0016.The modeled gravity was interpolated from observed gravity values.
 TK0016
 TK0016;                    North         East    Units  Estimated Accuracy
 TK0016;SPC MT       -   421,890.      696,930.      MT  (+/- 180 meters Scaled)
 TK0016
 TK0016                          SUPERSEDED SURVEY CONTROL
 TK0016
 TK0016  NGVD 29 (??/??/92)  852.062  (m)         2795.47   (f) ADJ UNCH    1 2
 TK0016
 TK0016.Superseded values are not recommended for survey control.
 TK0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0016.See file dsdata.txt to determine how the superseded data were derived.
 TK0016
 TK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU087244(NAD 83)
 TK0016_MARKER: DB = BENCH MARK DISK
 TK0016_SETTING: 80 = SET IN A BOULDER
 TK0016_STAMPING: 2795.473 K-66 1933
 TK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0016+STABILITY: SURFACE MOTION
 TK0016
 TK0016  HISTORY     - Date     Condition        Report By
 TK0016  HISTORY     - 1933     MONUMENTED       CGS
 TK0016  HISTORY     - 1965     GOOD             USGS
 TK0016  HISTORY     - 1980     GOOD             NGS
 TK0016
 TK0016                          STATION DESCRIPTION
 TK0016
 TK0016'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 TK0016'27.9 MI SW FROM MALTA.
 TK0016'MALTA, 27.9 MILES SW ALONG U.S. HIGHWAY 191 FROM GREAT NORTHERN
 TK0016'RAILWAY STATION.  850 FT. SW OF BRIDGE OVER SCHOOLHOUSE COULEE AND 210
 TK0016'FT. SE OF CENTERLINE OF HIGHWAY.  ON THE WEST SLOPE OF A HILL AND IN A
 TK0016'GRANITE BOULDER FLUSH WITH GROUND, A STANDARD TABLET STAMPED 2795.473
 TK0016'K-66, 1933.
 TK0016
 TK0016                          STATION RECOVERY (1980)
 TK0016
 TK0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TK0016'45.0 KM (27.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE
 TK0016'JUNCTION OF U.S. HIGHWAYS 2 AND 191 IN MALTA, OR,
 TK0016'11.3 KM (7.0 MI) NORTHEAST ALONG 191 FROM THE JUNCTION OF U.S.
 TK0016'HIGHWAY 191 AND COUNTY ROAD 204, 0.3 KM (0.2 MI) SOUTHWEST OF MILE
 TK0016'POST 130, SET IN A 2X2 FT BOULDER, 52.7 METERS (173.0 FT) SOUTHEAST
 TK0016'OF THE CENTERLINE OF THE HIGHWAY, AND 37.5 METERS (123.0 FT)
 TK0016'SOUTHEAST OF A FENCE.
 TK0016'THE MARK IS 37.8 METERS  ESE FROM A WITNESS POST.
 TK0016'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0289 ***********************************************************************
 QY0289  DESIGNATION -  K 67
 QY0289  PID         -  QY0289
 QY0289  STATE/COUNTY-  MT/BEAVERHEAD
 QY0289  USGS QUAD   -  JACKSON (1988)
 QY0289
 QY0289                         *CURRENT SURVEY CONTROL
 QY0289  ___________________________________________________________________
 QY0289* NAD 83(1986)-  45 21 58.     (N)    113 24 32.     (W)     SCALED    
 QY0289* NAVD 88     -      1974.625  (meters)    6478.42   (feet)  ADJUSTED  
 QY0289  ___________________________________________________________________
 QY0289  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 QY0289  DYNAMIC HT  -        1973.640 (meters)    6475.18  (feet)  COMP
 QY0289  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 QY0289
 QY0289  VERT ORDER  -  SECOND    CLASS 0
 QY0289
 QY0289.The horizontal coordinates were scaled from a topographic map and have
 QY0289.an estimated accuracy of +/- 6 seconds.
 QY0289
 QY0289.The orthometric height was determined by differential leveling
 QY0289.and adjusted by the National Geodetic Survey in June 1991..
 QY0289
 QY0289.The geoid height was determined by GEOID03.
 QY0289
 QY0289.The dynamic height is computed by dividing the NAVD 88
 QY0289.geopotential number by the normal gravity value computed on the
 QY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0289.degrees latitude (g = 980.6199 gals.).
 QY0289
 QY0289.The modeled gravity was interpolated from observed gravity values.
 QY0289
 QY0289;                    North         East    Units  Estimated Accuracy
 QY0289;SPC MT       -   131,690.      293,950.      MT  (+/- 180 meters Scaled)
 QY0289
 QY0289                          SUPERSEDED SURVEY CONTROL
 QY0289
 QY0289  NGVD 29 (??/??/92) 1973.313  (m)         6474.11   (f) ADJ UNCH    2 0
 QY0289
 QY0289.Superseded values are not recommended for survey control.
 QY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0289.See file dsdata.txt to determine how the superseded data were derived.
 QY0289
 QY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR113264(NAD 83)
 QY0289_MARKER: DB = BENCH MARK DISK
 QY0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0289_SP_SET: WING WALL
 QY0289_STAMPING: K 67 1934
 QY0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0289
 QY0289  HISTORY     - Date     Condition        Report By
 QY0289  HISTORY     - 1934     MONUMENTED       CGS
 QY0289  HISTORY     - 1952     GOOD             NGS
 QY0289  HISTORY     - 1956     GOOD             NGS
 QY0289  HISTORY     - 1978     MARK NOT FOUND   USGS
 QY0289
 QY0289                          STATION DESCRIPTION
 QY0289
 QY0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 QY0289'IN JACKSON.
 QY0289'AT JACKSON, BEAVERHEAD COUNTY, AT THE CONCRETE BRIDGE OVER WARM
 QY0289'SPRINGS CREEK, AT THE NORTHWEST APPROACH, AND IN THE TOP OF THE
 QY0289'NORTHEAST WING WALL.  A STANDARD DISK, STAMPED K 67 1934.
 QY0289
 QY0289                          STATION RECOVERY (1956)
 QY0289
 QY0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QY0289'RECOVERED IN GOOD CONDITION.
 QY0289
 QY0289                          STATION RECOVERY (1978)
 QY0289
 QY0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 QY0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0290 ***********************************************************************
 QY0290  DESIGNATION -  K 67 RESET
 QY0290  PID         -  QY0290
 QY0290  STATE/COUNTY-  MT/BEAVERHEAD
 QY0290  USGS QUAD   -  JACKSON (1988)
 QY0290
 QY0290                         *CURRENT SURVEY CONTROL
 QY0290  ___________________________________________________________________
 QY0290* NAD 83(1986)-  45 21 58.     (N)    113 24 32.     (W)     SCALED    
 QY0290* NAVD 88     -      1974.85   (meters)    6479.2    (feet)  RESET     
 QY0290  ___________________________________________________________________
 QY0290  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 QY0290
 QY0290  VERT ORDER  -  THIRD
 QY0290
 QY0290.The horizontal coordinates were scaled from a topographic map and have
 QY0290.an estimated accuracy of +/- 6 seconds.
 QY0290
 QY0290.The orthometric height was computed from unverified reset data.
 QY0290
 QY0290.The geoid height was determined by GEOID03.
 QY0290
 QY0290;                    North         East    Units  Estimated Accuracy
 QY0290;SPC MT       -   131,690.      293,950.      MT  (+/- 180 meters Scaled)
 QY0290
 QY0290                          SUPERSEDED SURVEY CONTROL
 QY0290
 QY0290.No superseded survey control is available for this station.
 QY0290
 QY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR113264(NAD 83)
 QY0290_MARKER: DB = BENCH MARK DISK
 QY0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0290_SP_SET: CULVERT
 QY0290_STAMPING: K 67 RESET 1969
 QY0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0290
 QY0290  HISTORY     - Date     Condition        Report By
 QY0290  HISTORY     - 1969     MONUMENTED       MTDH
 QY0290  HISTORY     - 1974     GOOD             USGS
 QY0290
 QY0290                          STATION DESCRIPTION
 QY0290
 QY0290'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1969
 QY0290'IN JACKSON.
 QY0290'AT JACKSON, AT A CONCRETE BRIDGE OVER WARM SPRINGS CREEK, SET IN THE
 QY0290'TOP OF THE NORTHEAST WINGWALL, 17.25 RIGHT OF HIGHWAY STATION 518 + 68
 QY0290'ON PROJECT S 34 (5).
 QY0290
 QY0290                          STATION RECOVERY (1974)
 QY0290
 QY0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QY0290'AT JACKSON, MONTANA, AT SOUTH OF TWO BRIDGE OVER WARM SPRINGS CREEK
 QY0290'ON STATE HWY. 278 IN NORTHEAST WING WALL OF BRIDGE ABUTMENT. A
 QY0290'STANDARD DISK SET IN CONCRETE, STAMPED 'K 67 1934 RESET 1969'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0178 ***********************************************************************
 QY0178  DESIGNATION -  K 68
 QY0178  PID         -  QY0178
 QY0178  STATE/COUNTY-  MT/BEAVERHEAD
 QY0178  USGS QUAD   -  DILLON WEST (1979)
 QY0178
 QY0178                         *CURRENT SURVEY CONTROL
 QY0178  ___________________________________________________________________
 QY0178* NAD 83(1986)-  45 12 50.     (N)    112 40 17.     (W)     SCALED    
 QY0178* NAVD 88     -      1564.784  (meters)    5133.80   (feet)  ADJUSTED  
 QY0178  ___________________________________________________________________
 QY0178  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 QY0178  DYNAMIC HT  -        1564.119 (meters)    5131.61  (feet)  COMP
 QY0178  MODELED GRAV-     980,136.9   (mgal)                       NAVD 88
 QY0178
 QY0178  VERT ORDER  -  SECOND    CLASS 0
 QY0178
 QY0178.The horizontal coordinates were scaled from a topographic map and have
 QY0178.an estimated accuracy of +/- 6 seconds.
 QY0178
 QY0178.The orthometric height was determined by differential leveling
 QY0178.and adjusted by the National Geodetic Survey in June 1991..
 QY0178
 QY0178.The geoid height was determined by GEOID03.
 QY0178
 QY0178.The dynamic height is computed by dividing the NAVD 88
 QY0178.geopotential number by the normal gravity value computed on the
 QY0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0178.degrees latitude (g = 980.6199 gals.).
 QY0178
 QY0178.The modeled gravity was interpolated from observed gravity values.
 QY0178
 QY0178;                    North         East    Units  Estimated Accuracy
 QY0178;SPC MT       -   112,180.      350,980.      MT  (+/- 180 meters Scaled)
 QY0178
 QY0178                          SUPERSEDED SURVEY CONTROL
 QY0178
 QY0178  NGVD 29 (??/??/92) 1563.612  (m)         5129.95   (f) ADJ UNCH    2 0
 QY0178
 QY0178.Superseded values are not recommended for survey control.
 QY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0178.See file dsdata.txt to determine how the superseded data were derived.
 QY0178
 QY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR687080(NAD 83)
 QY0178_MARKER: DB = BENCH MARK DISK
 QY0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0178_STAMPING: K 68 1934
 QY0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0178+STABILITY: SURFACE MOTION
 QY0178
 QY0178  HISTORY     - Date     Condition        Report By
 QY0178  HISTORY     - 1934     MONUMENTED       CGS
 QY0178
 QY0178                          STATION DESCRIPTION
 QY0178
 QY0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0178'1.8 MI W FROM DILLON.
 QY0178'1.8 MILES WEST ALONG STATE HIGHWAY 36 FROM THE UNION PACIFIC RAILROAD
 QY0178'STATION AT DILLON, BEAVERHEAD COUNTY, ON THE OUTSIDE OF A CURVE, 300
 QY0178'FEET WEST OF A STEEL BRIDGE SUPPORTING WATER PIPES, 22 FEET SOUTH OF A
 QY0178'GATE TO A FARMHOUSE, 54 FEET SOUTHEAST OF THE CENTERLINE OF THE
 QY0178'HIGHWAY, AND 1 FOOT NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED K
 QY0178'68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0454 ***********************************************************************
 RX0454  DESIGNATION -  K 69
 RX0454  PID         -  RX0454
 RX0454  STATE/COUNTY-  MT/DEER LODGE
 RX0454  USGS QUAD   -  ANACONDA SOUTH (1996)
 RX0454
 RX0454                         *CURRENT SURVEY CONTROL
 RX0454  ___________________________________________________________________
 RX0454* NAD 83(1986)-  46 01 11.     (N)    112 59 04.     (W)     SCALED    
 RX0454* NAVD 88     -      2065.349  (meters)    6776.07   (feet)  ADJUSTED  
 RX0454  ___________________________________________________________________
 RX0454  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 RX0454  DYNAMIC HT  -        2064.459 (meters)    6773.15  (feet)  COMP
 RX0454  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 RX0454
 RX0454  VERT ORDER  -  SECOND    CLASS 0
 RX0454
 RX0454.The horizontal coordinates were scaled from a topographic map and have
 RX0454.an estimated accuracy of +/- 6 seconds.
 RX0454
 RX0454.The orthometric height was determined by differential leveling
 RX0454.and adjusted by the National Geodetic Survey in June 1991..
 RX0454
 RX0454.The geoid height was determined by GEOID03.
 RX0454
 RX0454.The dynamic height is computed by dividing the NAVD 88
 RX0454.geopotential number by the normal gravity value computed on the
 RX0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0454.degrees latitude (g = 980.6199 gals.).
 RX0454
 RX0454.The modeled gravity was interpolated from observed gravity values.
 RX0454
 RX0454;                    North         East    Units  Estimated Accuracy
 RX0454;SPC MT       -   202,670.      330,390.      MT  (+/- 180 meters Scaled)
 RX0454
 RX0454                          SUPERSEDED SURVEY CONTROL
 RX0454
 RX0454  NGVD 29 (??/??/92) 2064.089  (m)         6771.93   (f) ADJ UNCH    2 0
 RX0454
 RX0454.Superseded values are not recommended for survey control.
 RX0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0454.See file dsdata.txt to determine how the superseded data were derived.
 RX0454
 RX0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR463981(NAD 83)
 RX0454_MARKER: DB = BENCH MARK DISK
 RX0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0454_STAMPING: K 69 1934
 RX0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0454+STABILITY: SURFACE MOTION
 RX0454
 RX0454  HISTORY     - Date     Condition        Report By
 RX0454  HISTORY     - 1934     MONUMENTED       CGS
 RX0454  HISTORY     - 19871104 GOOD             USPSQD
 RX0454
 RX0454                          STATION DESCRIPTION
 RX0454
 RX0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0454'8.7 MI SW FROM ANACONDA.
 RX0454'8.7 MILES SOUTHWEST ALONG OLD STATE HIGHWAY 43 FROM THE CROSSING OF
 RX0454'THE BUTTE, ANACONDA AND PACIFIC RAILWAY AT ANACONDA, DEER LODGE
 RX0454'COUNTY, AT THE CONTINENTAL DIVIDE, ON THE SUMMIT OF MILL CREEK HILL,
 RX0454'40 FEET EAST OF A LARGE PROSPECT HOLE, 45 FEET WEST OF THE CENTERLINE
 RX0454'OF THE HIGHWAY, AND 3 FEET SOUTHEAST OF A TELEPHONE POLE.  A STANDARD
 RX0454'DISK, STAMPED K 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RX0454
 RX0454                          STATION RECOVERY (1987)
 RX0454
 RX0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (CR)
 RX0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0376 ***********************************************************************
 TN0376  DESIGNATION -  K 7
 TN0376  PID         -  TN0376
 TN0376  STATE/COUNTY-  MT/LINCOLN
 TN0376  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0376
 TN0376                         *CURRENT SURVEY CONTROL
 TN0376  ___________________________________________________________________
 TN0376* NAD 83(1986)-  48 24 50.     (N)    115 49 17.     (W)     SCALED    
 TN0376* NAVD 88     -       701.686  (meters)    2302.11   (feet)  ADJUSTED  
 TN0376  ___________________________________________________________________
 TN0376  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TN0376  DYNAMIC HT  -         701.718 (meters)    2302.22  (feet)  COMP
 TN0376  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 TN0376
 TN0376  VERT ORDER  -  SECOND    CLASS 0
 TN0376
 TN0376.The horizontal coordinates were scaled from a topographic map and have
 TN0376.an estimated accuracy of +/- 6 seconds.
 TN0376
 TN0376.The orthometric height was determined by differential leveling
 TN0376.and adjusted by the National Geodetic Survey in June 1991..
 TN0376
 TN0376.The geoid height was determined by GEOID03.
 TN0376
 TN0376.The dynamic height is computed by dividing the NAVD 88
 TN0376.geopotential number by the normal gravity value computed on the
 TN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0376.degrees latitude (g = 980.6199 gals.).
 TN0376
 TN0376.The modeled gravity was interpolated from observed gravity values.
 TN0376
 TN0376;                    North         East    Units  Estimated Accuracy
 TN0376;SPC MT       -   481,570.      132,700.      MT  (+/- 180 meters Scaled)
 TN0376
 TN0376                          SUPERSEDED SURVEY CONTROL
 TN0376
 TN0376  NGVD 29 (??/??/92)  700.50   (m)         2298.2    (f) COMPUTED    2 0
 TN0376
 TN0376.Superseded values are not recommended for survey control.
 TN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0376.See file dsdata.txt to determine how the superseded data were derived.
 TN0376
 TN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP872629(NAD 83)
 TN0376_MARKER: DD = SURVEY DISK
 TN0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0376_STAMPING: K 7 1929
 TN0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0376+STABILITY: SURFACE MOTION
 TN0376
 TN0376  HISTORY     - Date     Condition        Report By
 TN0376  HISTORY     - 1929     MONUMENTED       USGS
 TN0376  HISTORY     - 1934     GOOD             NGS
 TN0376
 TN0376                          STATION DESCRIPTION
 TN0376
 TN0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0376'6.1 MI S FROM TROY.
 TN0376'6.1 MI S OF AND ALONG THE BULL LAKE ROAD.  DISK IS SET HORIZONTALLY IN
 TN0376'TOP OF CONCRETE POST.  0.1 MILE S OF S END OF SAVAGE LAKE.  0.2 MILE N
 TN0376'OF BRIDGE OVER SMALL CREEK AND AT A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0377 ***********************************************************************
 TN0377  DESIGNATION -  K 7 RESET
 TN0377  PID         -  TN0377
 TN0377  STATE/COUNTY-  MT/LINCOLN
 TN0377  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0377
 TN0377                         *CURRENT SURVEY CONTROL
 TN0377  ___________________________________________________________________
 TN0377* NAD 83(1986)-  48 24 50.     (N)    115 49 17.     (W)     SCALED    
 TN0377* NAVD 88     -       701.76   (meters)    2302.4    (feet)  RESET     
 TN0377  ___________________________________________________________________
 TN0377  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TN0377
 TN0377  VERT ORDER  -  THIRD
 TN0377
 TN0377.The horizontal coordinates were scaled from a topographic map and have
 TN0377.an estimated accuracy of +/- 6 seconds.
 TN0377
 TN0377.The orthometric height was computed from unverified reset data.
 TN0377
 TN0377.The geoid height was determined by GEOID03.
 TN0377
 TN0377;                    North         East    Units  Estimated Accuracy
 TN0377;SPC MT       -   481,570.      132,700.      MT  (+/- 180 meters Scaled)
 TN0377
 TN0377                          SUPERSEDED SURVEY CONTROL
 TN0377
 TN0377.No superseded survey control is available for this station.
 TN0377
 TN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP872629(NAD 83)
 TN0377_MARKER: DB = BENCH MARK DISK
 TN0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0377_STAMPING: K 7 RESET 1955
 TN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0377+STABILITY: SURFACE MOTION
 TN0377
 TN0377  HISTORY     - Date     Condition        Report By
 TN0377  HISTORY     - 1955     MONUMENTED       USGS
 TN0377  HISTORY     - 1956     GOOD             NGS
 TN0377
 TN0377                          STATION DESCRIPTION
 TN0377
 TN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TN0377'6 MI S FROM TROY.
 TN0377'6 MILES SOUTH ALONG THE BULL LAKE ROAD FROM TROY, 0.1 MILE SOUTH OF
 TN0377'SAVAGE LAKE, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 20
 TN0377'FEET NORTH OF A COUNTY ROAD APPROACH TO THE HIGHWAY.  A STANDARD U.S.
 TN0377'GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED K 7 RESET 1955 AND SET IN
 TN0377'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0332 ***********************************************************************
 RV0332  DESIGNATION -  K 7 U
 RV0332  PID         -  RV0332
 RV0332  STATE/COUNTY-  MT/WHEATLAND
 RV0332  USGS QUAD   -  SHAWMUT (1986)
 RV0332
 RV0332                         *CURRENT SURVEY CONTROL
 RV0332  ___________________________________________________________________
 RV0332* NAD 83(1986)-  46 18 20.     (N)    109 31 41.     (W)     SCALED    
 RV0332* NAVD 88     -      1189.306  (meters)    3901.91   (feet)  ADJUSTED  
 RV0332  ___________________________________________________________________
 RV0332  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 RV0332  DYNAMIC HT  -        1189.083 (meters)    3901.18  (feet)  COMP
 RV0332  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 RV0332
 RV0332  VERT ORDER  -  SECOND    CLASS 0
 RV0332
 RV0332.The horizontal coordinates were scaled from a topographic map and have
 RV0332.an estimated accuracy of +/- 6 seconds.
 RV0332
 RV0332.The orthometric height was determined by differential leveling
 RV0332.and adjusted by the National Geodetic Survey in June 1991..
 RV0332
 RV0332.The geoid height was determined by GEOID03.
 RV0332
 RV0332.The dynamic height is computed by dividing the NAVD 88
 RV0332.geopotential number by the normal gravity value computed on the
 RV0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0332.degrees latitude (g = 980.6199 gals.).
 RV0332
 RV0332.The modeled gravity was interpolated from observed gravity values.
 RV0332
 RV0332;                    North         East    Units  Estimated Accuracy
 RV0332;SPC MT       -   228,430.      597,840.      MT  (+/- 180 meters Scaled)
 RV0332
 RV0332                          SUPERSEDED SURVEY CONTROL
 RV0332
 RV0332  NGVD 29 (??/??/92) 1188.445  (m)         3899.09   (f) ADJ UNCH    2 0
 RV0332
 RV0332.Superseded values are not recommended for survey control.
 RV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0332.See file dsdata.txt to determine how the superseded data were derived.
 RV0332
 RV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS133290(NAD 83)
 RV0332_MARKER: DB = BENCH MARK DISK
 RV0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0332_STAMPING: K 7 U 1961
 RV0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0332+STABILITY: SURFACE MOTION
 RV0332
 RV0332  HISTORY     - Date     Condition        Report By
 RV0332  HISTORY     - 1961     MONUMENTED       CGS
 RV0332
 RV0332                          STATION DESCRIPTION
 RV0332
 RV0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0332'2.6 MI S FROM SHAWMUT.
 RV0332'2.6 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 RV0332'PAUL AND PACIFIC RAILROAD STATION AT SHAWMUT, 25.4 FEET WEST OF THE
 RV0332'CENTER LINE OF THE ROAD, 30.2 FEET NORTH OF K 7 U R.M. 1, 39 FEET
 RV0332'SOUTH OF K 7 U R.M. 2, 3.0 FEET EAST OF A FENCE, 4.3 FEET SOUTHEAST OF
 RV0332'A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 RV0332'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0330 ***********************************************************************
 RV0330  DESIGNATION -  K 7 U AZ MK
 RV0330  PID         -  RV0330
 RV0330  STATE/COUNTY-  MT/WHEATLAND
 RV0330  USGS QUAD   -  SHAWMUT (1986)
 RV0330
 RV0330                         *CURRENT SURVEY CONTROL
 RV0330  ___________________________________________________________________
 RV0330* NAD 83(1986)-  46 18 56.     (N)    109 31 41.     (W)     SCALED    
 RV0330* NAVD 88     -      1186.448  (meters)    3892.54   (feet)  ADJUSTED  
 RV0330  ___________________________________________________________________
 RV0330  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 RV0330  DYNAMIC HT  -        1186.227 (meters)    3891.81  (feet)  COMP
 RV0330  MODELED GRAV-     980,387.5   (mgal)                       NAVD 88
 RV0330
 RV0330  VERT ORDER  -  SECOND    CLASS 0
 RV0330
 RV0330.The horizontal coordinates were scaled from a topographic map and have
 RV0330.an estimated accuracy of +/- 6 seconds.
 RV0330
 RV0330.The orthometric height was determined by differential leveling
 RV0330.and adjusted by the National Geodetic Survey in June 1991..
 RV0330
 RV0330.The geoid height was determined by GEOID03.
 RV0330
 RV0330.The dynamic height is computed by dividing the NAVD 88
 RV0330.geopotential number by the normal gravity value computed on the
 RV0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0330.degrees latitude (g = 980.6199 gals.).
 RV0330
 RV0330.The modeled gravity was interpolated from observed gravity values.
 RV0330
 RV0330;                    North         East    Units  Estimated Accuracy
 RV0330;SPC MT       -   229,540.      597,840.      MT  (+/- 180 meters Scaled)
 RV0330
 RV0330                          SUPERSEDED SURVEY CONTROL
 RV0330
 RV0330  NGVD 29 (??/??/92) 1185.588  (m)         3889.72   (f) ADJ UNCH    2 0
 RV0330
 RV0330.Superseded values are not recommended for survey control.
 RV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0330.See file dsdata.txt to determine how the superseded data were derived.
 RV0330
 RV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS133301(NAD 83)
 RV0330_MARKER: DZ = AZIMUTH MARK DISK
 RV0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0330+STABILITY: SURFACE MOTION
 RV0330
 RV0330  HISTORY     - Date     Condition        Report By
 RV0330  HISTORY     - UNK      MONUMENTED       MTDH
 RV0330  HISTORY     - 1961     GOOD             NGS
 RV0330
 RV0330                          STATION DESCRIPTION
 RV0330
 RV0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0330'1.95 MI S FROM SHAWMUT.
 RV0330'1.95 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 RV0330'PAUL AND PACIFIC RAILROAD STATION AT SHAWMUT, 0.05 MILE SOUTH OF AN
 RV0330'EAST-WEST FENCE, 56 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.8 FEET
 RV0330'EAST OF A FENCE, 2.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 RV0330'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RV0330'3.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0333 ***********************************************************************
 RV0333  DESIGNATION -  K 7 U RM 1
 RV0333  PID         -  RV0333
 RV0333  STATE/COUNTY-  MT/WHEATLAND
 RV0333  USGS QUAD   -  SHAWMUT (1986)
 RV0333
 RV0333                         *CURRENT SURVEY CONTROL
 RV0333  ___________________________________________________________________
 RV0333* NAD 83(1986)-  46 18 20.     (N)    109 31 41.     (W)     SCALED    
 RV0333* NAVD 88     -      1189.434  (meters)    3902.33   (feet)  ADJUSTED  
 RV0333  ___________________________________________________________________
 RV0333  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 RV0333  DYNAMIC HT  -        1189.211 (meters)    3901.60  (feet)  COMP
 RV0333  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 RV0333
 RV0333  VERT ORDER  -  SECOND    CLASS 0
 RV0333
 RV0333.The horizontal coordinates were scaled from a topographic map and have
 RV0333.an estimated accuracy of +/- 6 seconds.
 RV0333
 RV0333.The orthometric height was determined by differential leveling
 RV0333.and adjusted by the National Geodetic Survey in June 1991..
 RV0333
 RV0333.The geoid height was determined by GEOID03.
 RV0333
 RV0333.The dynamic height is computed by dividing the NAVD 88
 RV0333.geopotential number by the normal gravity value computed on the
 RV0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0333.degrees latitude (g = 980.6199 gals.).
 RV0333
 RV0333.The modeled gravity was interpolated from observed gravity values.
 RV0333
 RV0333;                    North         East    Units  Estimated Accuracy
 RV0333;SPC MT       -   228,430.      597,840.      MT  (+/- 180 meters Scaled)
 RV0333
 RV0333                          SUPERSEDED SURVEY CONTROL
 RV0333
 RV0333  NGVD 29 (??/??/92) 1188.572  (m)         3899.51   (f) ADJ UNCH    2 0
 RV0333
 RV0333.Superseded values are not recommended for survey control.
 RV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0333.See file dsdata.txt to determine how the superseded data were derived.
 RV0333
 RV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS133290(NAD 83)
 RV0333_MARKER: DR = REFERENCE MARK DISK
 RV0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0333_STAMPING: K 7 U NO. 1 1961
 RV0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0333+STABILITY: SURFACE MOTION
 RV0333
 RV0333  HISTORY     - Date     Condition        Report By
 RV0333  HISTORY     - 1961     MONUMENTED       CGS
 RV0333
 RV0333                          STATION DESCRIPTION
 RV0333
 RV0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0333'2.6 MI S FROM SHAWMUT.
 RV0333'2.6 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 RV0333'PAUL AND PACIFIC RAILROAD STATION AT SHAWMUT, 30.2 FEET SOUTH OF K 7
 RV0333'U, 69.2 FEET SOUTH OF K 7 U R.M. 2, ABOUT 1 FOOT LOWER THAN THE ROAD,
 RV0333'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 RV0333'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0331 ***********************************************************************
 RV0331  DESIGNATION -  K 7 U RM 2
 RV0331  PID         -  RV0331
 RV0331  STATE/COUNTY-  MT/WHEATLAND
 RV0331  USGS QUAD   -  SHAWMUT (1986)
 RV0331
 RV0331                         *CURRENT SURVEY CONTROL
 RV0331  ___________________________________________________________________
 RV0331* NAD 83(1986)-  46 18 22.     (N)    109 31 41.     (W)     SCALED    
 RV0331* NAVD 88     -      1188.990  (meters)    3900.88   (feet)  ADJUSTED  
 RV0331  ___________________________________________________________________
 RV0331  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 RV0331  DYNAMIC HT  -        1188.768 (meters)    3900.15  (feet)  COMP
 RV0331  MODELED GRAV-     980,385.9   (mgal)                       NAVD 88
 RV0331
 RV0331  VERT ORDER  -  SECOND    CLASS 0
 RV0331
 RV0331.The horizontal coordinates were scaled from a topographic map and have
 RV0331.an estimated accuracy of +/- 6 seconds.
 RV0331
 RV0331.The orthometric height was determined by differential leveling
 RV0331.and adjusted by the National Geodetic Survey in June 1991..
 RV0331
 RV0331.The geoid height was determined by GEOID03.
 RV0331
 RV0331.The dynamic height is computed by dividing the NAVD 88
 RV0331.geopotential number by the normal gravity value computed on the
 RV0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0331.degrees latitude (g = 980.6199 gals.).
 RV0331
 RV0331.The modeled gravity was interpolated from observed gravity values.
 RV0331
 RV0331;                    North         East    Units  Estimated Accuracy
 RV0331;SPC MT       -   228,490.      597,840.      MT  (+/- 180 meters Scaled)
 RV0331
 RV0331                          SUPERSEDED SURVEY CONTROL
 RV0331
 RV0331  NGVD 29 (??/??/92) 1188.129  (m)         3898.05   (f) ADJ UNCH    2 0
 RV0331
 RV0331.Superseded values are not recommended for survey control.
 RV0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0331.See file dsdata.txt to determine how the superseded data were derived.
 RV0331
 RV0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS133291(NAD 83)
 RV0331_MARKER: DR = REFERENCE MARK DISK
 RV0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0331_STAMPING: K 7 U NO. 2 1961
 RV0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0331+STABILITY: SURFACE MOTION
 RV0331
 RV0331  HISTORY     - Date     Condition        Report By
 RV0331  HISTORY     - 1961     MONUMENTED       CGS
 RV0331
 RV0331                          STATION DESCRIPTION
 RV0331
 RV0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0331'2.6 MI S FROM SHAWMUT.
 RV0331'2.6 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 RV0331'PAUL AND PACIFIC RAILROAD STATION AT SHAWMUT, 69.2 FEET NORTH OF K 7 U
 RV0331'R.M. 1, 39 FEET NORTH OF K 7 U, ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 RV0331'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 RV0331'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0366 ***********************************************************************
 QY0366  DESIGNATION -  K 70
 QY0366  PID         -  QY0366
 QY0366  STATE/COUNTY-  MT/BEAVERHEAD
 QY0366  USGS QUAD   -  MUD LAKE (1994)
 QY0366
 QY0366                         *CURRENT SURVEY CONTROL
 QY0366  ___________________________________________________________________
 QY0366* NAD 83(1986)-  45 37 52.     (N)    113 29 54.     (W)     SCALED    
 QY0366* NAVD 88     -      1846.964  (meters)    6059.58   (feet)  ADJUSTED  
 QY0366  ___________________________________________________________________
 QY0366  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 QY0366  DYNAMIC HT  -        1846.067 (meters)    6056.64  (feet)  COMP
 QY0366  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 QY0366
 QY0366  VERT ORDER  -  SECOND    CLASS 0
 QY0366
 QY0366.The horizontal coordinates were scaled from a topographic map and have
 QY0366.an estimated accuracy of +/- 6 seconds.
 QY0366
 QY0366.The orthometric height was determined by differential leveling
 QY0366.and adjusted by the National Geodetic Survey in June 1991..
 QY0366
 QY0366.The geoid height was determined by GEOID03.
 QY0366
 QY0366.The dynamic height is computed by dividing the NAVD 88
 QY0366.geopotential number by the normal gravity value computed on the
 QY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0366.degrees latitude (g = 980.6199 gals.).
 QY0366
 QY0366.The modeled gravity was interpolated from observed gravity values.
 QY0366
 QY0366;                    North         East    Units  Estimated Accuracy
 QY0366;SPC MT       -   161,450.      288,460.      MT  (+/- 180 meters Scaled)
 QY0366
 QY0366                          SUPERSEDED SURVEY CONTROL
 QY0366
 QY0366  NGVD 29 (??/??/92) 1845.639  (m)         6055.23   (f) ADJ UNCH    2 0
 QY0366
 QY0366.Superseded values are not recommended for survey control.
 QY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0366.See file dsdata.txt to determine how the superseded data were derived.
 QY0366
 QY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR052560(NAD 83)
 QY0366_MARKER: DB = BENCH MARK DISK
 QY0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0366_STAMPING: K 70 1934
 QY0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0366+STABILITY: SURFACE MOTION
 QY0366
 QY0366  HISTORY     - Date     Condition        Report By
 QY0366  HISTORY     - 1934     MONUMENTED       CGS
 QY0366
 QY0366                          STATION DESCRIPTION
 QY0366
 QY0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0366'3.1 MI W FROM WISDOM.
 QY0366'3.1 MILES WEST ALONG STATE HIGHWAY 43 FROM THE PUBLIC SCHOOL AT
 QY0366'WISDOM, BEAVERHEAD COUNTY, 600 FEET SOUTH OF THE E.R. MCDONALD
 QY0366'RANCHHOUSE, 435 FEET EAST OF THE BRIDGE OVER SWAMP CREEK, 39 FEET
 QY0366'NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET WEST OF THE CENTERLINE
 QY0366'OF THE ROAD LEADING TO THE RANCHHOUSE, 66 FEET NORTH OF THE NORTHEAST
 QY0366'END OF A CORRAL, AND 3 FEET WEST OF A TELEPHONE POLE. A STANDARD DISK,
 QY0366'STAMPED K 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0397 ***********************************************************************
 QY0397  DESIGNATION -  K 71
 QY0397  PID         -  QY0397
 QY0397  STATE/COUNTY-  MT/RAVALLI
 QY0397  USGS QUAD   -  SULA (1994)
 QY0397
 QY0397                         *CURRENT SURVEY CONTROL
 QY0397  ___________________________________________________________________
 QY0397* NAD 83(1986)-  45 50 18.     (N)    113 58 03.     (W)     SCALED    
 QY0397* NAVD 88     -      1356.682  (meters)    4451.05   (feet)  ADJUSTED  
 QY0397  ___________________________________________________________________
 QY0397  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 QY0397  DYNAMIC HT  -        1356.191 (meters)    4449.44  (feet)  COMP
 QY0397  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 QY0397
 QY0397  VERT ORDER  -  FIRST     CLASS II
 QY0397
 QY0397.The horizontal coordinates were scaled from a topographic map and have
 QY0397.an estimated accuracy of +/- 6 seconds.
 QY0397
 QY0397.The orthometric height was determined by differential leveling
 QY0397.and adjusted by the National Geodetic Survey in June 1991..
 QY0397
 QY0397.The geoid height was determined by GEOID03.
 QY0397
 QY0397.The dynamic height is computed by dividing the NAVD 88
 QY0397.geopotential number by the normal gravity value computed on the
 QY0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0397.degrees latitude (g = 980.6199 gals.).
 QY0397
 QY0397.The modeled gravity was interpolated from observed gravity values.
 QY0397
 QY0397;                    North         East    Units  Estimated Accuracy
 QY0397;SPC MT       -   186,410.      253,250.      MT  (+/- 180 meters Scaled)
 QY0397
 QY0397                          SUPERSEDED SURVEY CONTROL
 QY0397
 QY0397  NGVD 29 (??/??/92) 1355.473  (m)         4447.08   (f) ADJ UNCH    1 2
 QY0397
 QY0397.Superseded values are not recommended for survey control.
 QY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0397.See file dsdata.txt to determine how the superseded data were derived.
 QY0397
 QY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR695803(NAD 83)
 QY0397_MARKER: DB = BENCH MARK DISK
 QY0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0397_STAMPING: K 71 1934
 QY0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0397+STABILITY: SURFACE MOTION
 QY0397
 QY0397  HISTORY     - Date     Condition        Report By
 QY0397  HISTORY     - 1934     MONUMENTED       CGS
 QY0397  HISTORY     - 1974     GOOD             USGS
 QY0397
 QY0397                          STATION DESCRIPTION
 QY0397
 QY0397'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QY0397'0.7 MI S FROM SULA.
 QY0397'TO REACH FROM THE SULA RANGER STATION, GO EAST ALONG THE ROAD JUST
 QY0397'SOUTH OF THE STATION TO A JUNCTION ON THE EAST SIDE OF THE VALLEY,
 QY0397'TURN LEFT, (NORTH) ALONG THE OLD 1934 ROUTE OF HWY 93, 1.6 MILES.
 QY0397'STANDARD USC AND GS TABLET IN A CONCRETE POST IS 24 FT E. OF ROAD
 QY0397'CENTERLINE.  1 FT. W. OF FENCE.  24 FT. S. OF LARGE CULVERT UNDER THE
 QY0397'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0106 ***********************************************************************
 RY0106  DESIGNATION -  K 72
 RY0106  PID         -  RY0106
 RY0106  STATE/COUNTY-  MT/RAVALLI
 RY0106  USGS QUAD   -  HAMILTON NORTH (1967)
 RY0106
 RY0106                         *CURRENT SURVEY CONTROL
 RY0106  ___________________________________________________________________
 RY0106* NAD 83(1992)-  46 17 01.63810(N)    114 08 09.95457(W)     ADJUSTED  
 RY0106* NAVD 88     -      1068.437  (meters)    3505.36   (feet)  ADJUSTED  
 RY0106  ___________________________________________________________________
 RY0106  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 RY0106  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 RY0106  DYNAMIC HT  -        1068.167 (meters)    3504.48  (feet)  COMP
 RY0106  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 RY0106
 RY0106  HORZ ORDER  -  THIRD
 RY0106  VERT ORDER  -  FIRST     CLASS II
 RY0106
 RY0106.The horizontal coordinates were established by classical geodetic methods
 RY0106.and adjusted by the National Geodetic Survey in July 1992..
 RY0106
 RY0106.The orthometric height was determined by differential leveling
 RY0106.and adjusted by the National Geodetic Survey in June 1991..
 RY0106
 RY0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0106
 RY0106.The geoid height was determined by GEOID03.
 RY0106
 RY0106.The dynamic height is computed by dividing the NAVD 88
 RY0106.geopotential number by the normal gravity value computed on the
 RY0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0106.degrees latitude (g = 980.6199 gals.).
 RY0106
 RY0106.The modeled gravity was interpolated from observed gravity values.
 RY0106
 RY0106;                    North         East     Units Scale Factor Converg.
 RY0106;SPC MT       -   236,571.967   243,109.755   MT  0.99947288   -3 23 28.8
 RY0106;SPC MT       -   776,154.75    797,604.18   iFT  0.99947288   -3 23 28.8
 RY0106;UTM  11      - 5,129,565.920   720,618.057   MT  1.00019835   +2 04 14.8
 RY0106
 RY0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0106!SPC MT       -   0.99983484  x   0.99947288  =   0.99930781
 RY0106!UTM  11      -   0.99983484  x   1.00019835  =   1.00003316
 RY0106
 RY0106:                Primary Azimuth Mark                     Grid Az
 RY0106:SPC MT       -  DALY                                     126 18 07.5
 RY0106:UTM  11      -  DALY                                     120 50 23.9
 RY0106
 RY0106|---------------------------------------------------------------------|
 RY0106| PID    Reference Object                     Distance      Geod. Az  |
 RY0106|                                                           dddmmss.s |
 RY0106| RY0857 DALY                                APPROX.10.5 KM 1225438.7 |
 RY0106|---------------------------------------------------------------------|
 RY0106
 RY0106                          SUPERSEDED SURVEY CONTROL
 RY0106
 RY0106  NAD 83(1986)-  46 17 01.63558(N)    114 08 09.94535(W) AD(       ) 3
 RY0106  NAD 27      -  46 17 01.90085(N)    114 08 06.64494(W) AD(       ) 3
 RY0106  NGVD 29 (??/??/92) 1067.335  (m)         3501.75   (f) ADJ UNCH    1 2
 RY0106
 RY0106.Superseded values are not recommended for survey control.
 RY0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0106.See file dsdata.txt to determine how the superseded data were derived.
 RY0106
 RY0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM2061829566(NAD 83)
 RY0106_MARKER: DB = BENCH MARK DISK
 RY0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0106_STAMPING: K 72 1934 3501.824
 RY0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0106+STABILITY: SURFACE MOTION
 RY0106
 RY0106  HISTORY     - Date     Condition        Report By
 RY0106  HISTORY     - 1934     MONUMENTED       CGS
 RY0106  HISTORY     - 1966     GOOD             USGS
 RY0106  HISTORY     - 1969     GOOD             USGS
 RY0106  HISTORY     - 1986     GOOD             USPSQD
 RY0106
 RY0106                          STATION DESCRIPTION
 RY0106
 RY0106'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0106'3.6 MI. N. ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0106'HAMILTON, 0.3 MI. S. OF MILEPOST 45, 98 FT. S. OF THE S. END OF THE
 RY0106'SIDETRACK AT KYLE, 45 FT. SE. OF THE CENTER OF A RD. CROSSING, 33 FT.
 RY0106'E. OF THE CENTERLINE OF THE TRACK, 36 FT. SE. OF THE E. END OF A
 RY0106'CATTLEGUARD, 15 FT. W. OF A FENCE CORNER AND 9 FT. S. OF A
 RY0106'POWER-TRANSMISSION POLE.
 RY0106'
 RY0106'STATION MARK--A STANDARD DISK STAMPED---3501.824 K 72 1934---
 RY0106'SET IN THE TOP OF A CONCRETE POST.
 RY0106
 RY0106                          STATION RECOVERY (1969)
 RY0106
 RY0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RY0106'3.0 MI NE FROM HAMILTON.
 RY0106'2.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0106'HAMILTON, 35 FT. EAST OF TRACK, 38 FT. SOUTH OF ROAD, 41 FT. SE OF
 RY0106'CROSSING AND 1.6 FT. LOWER.  A STANDARD DISK IN THE TOP OF A CONCRETE
 RY0106'POST PROJECTING 6 IN. ABOVE GROUND.
 RY0106
 RY0106                          STATION RECOVERY (1986)
 RY0106
 RY0106'RECOVERY NOTE BY US POWER SQUADRON 1986 (REB)
 RY0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RY0058 ***********************************************************************
 RY0058  DESIGNATION -  K 73
 RY0058  PID         -  RY0058
 RY0058  STATE/COUNTY-  MT/MISSOULA
 RY0058  USGS QUAD   -  SOUTHWEST MISSOULA (1978)
 RY0058
 RY0058                         *CURRENT SURVEY CONTROL
 RY0058  ___________________________________________________________________
 RY0058* NAD 83(1986)-  46 51 49.     (N)    114 00 48.     (W)     SCALED    
 RY0058* NAVD 88     -       974.251  (meters)    3196.36   (feet)  ADJUSTED  
 RY0058  ___________________________________________________________________
 RY0058  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 RY0058  DYNAMIC HT  -         974.107 (meters)    3195.88  (feet)  COMP
 RY0058  MODELED GRAV-     980,433.4   (mgal)                       NAVD 88
 RY0058
 RY0058  VERT ORDER  -  FIRST     CLASS II
 RY0058
 RY0058.The horizontal coordinates were scaled from a topographic map and have
 RY0058.an estimated accuracy of +/- 6 seconds.
 RY0058
 RY0058.The orthometric height was determined by differential leveling
 RY0058.and adjusted by the National Geodetic Survey in June 1991..
 RY0058
 RY0058.The geoid height was determined by GEOID03.
 RY0058
 RY0058.The dynamic height is computed by dividing the NAVD 88
 RY0058.geopotential number by the normal gravity value computed on the
 RY0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0058.degrees latitude (g = 980.6199 gals.).
 RY0058
 RY0058.The modeled gravity was interpolated from observed gravity values.
 RY0058
 RY0058;                    North         East    Units  Estimated Accuracy
 RY0058;SPC MT       -   300,330.      256,260.      MT  (+/- 180 meters Scaled)
 RY0058
 RY0058                          SUPERSEDED SURVEY CONTROL
 RY0058
 RY0058  NGVD 29 (??/??/92)  973.185  (m)         3192.86   (f) ADJ UNCH    1 2
 RY0058
 RY0058.Superseded values are not recommended for survey control.
 RY0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0058.See file dsdata.txt to determine how the superseded data were derived.
 RY0058
 RY0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM276943(NAD 83)
 RY0058_MARKER: DB = BENCH MARK DISK
 RY0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0058_SP_SET: FOUNDATION
 RY0058_STAMPING: 3192.940 K 73 1934
 RY0058_MARK LOGO: CGS   
 RY0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0058
 RY0058  HISTORY     - Date     Condition        Report By
 RY0058  HISTORY     - 1934     MONUMENTED       CGS
 RY0058  HISTORY     - 1935     GOOD             NGS
 RY0058  HISTORY     - 1980     GOOD             NGS
 RY0058
 RY0058                          STATION DESCRIPTION
 RY0058
 RY0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RY0058'2.0 MI S FROM MISSOULA.
 RY0058'2.0 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RY0058'MISSOULA, 0.6 MILE NORTH OF MILEPOST 2, 84 FEET EAST OF THE CENTERLINE
 RY0058'OF THE MAIN TRACK, 50 FEET SOUTHEAST OF A POWERLINE POLE, 22 FEET
 RY0058'NORTH OF THE SOUTHWEST CORNER OF A SHELL OIL CO. PROPERTY FENCE, AND
 RY0058'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF AN
 RY0058'OIL TANK.  A STANDARD DISK, STAMPED 3192.940 K 73 1934.
 RY0058
 RY0058                          STATION RECOVERY (1980)
 RY0058
 RY0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0058'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THE RAILWAY IS
 RY0058'NOW THE BURLINGTON NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0610 ***********************************************************************
 RX0610  DESIGNATION -  K 74
 RX0610  PID         -  RX0610
 RX0610  STATE/COUNTY-  MT/RAVALLI
 RX0610  USGS QUAD   -  SKALKAHO PASS (1974)
 RX0610
 RX0610                         *CURRENT SURVEY CONTROL
 RX0610  ___________________________________________________________________
 RX0610* NAD 83(1986)-  46 12 19.     (N)    113 51 39.     (W)     SCALED    
 RX0610* NAVD 88     -      1605.555  (meters)    5267.56   (feet)  ADJUSTED  
 RX0610  ___________________________________________________________________
 RX0610  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 RX0610  DYNAMIC HT  -        1604.987 (meters)    5265.69  (feet)  COMP
 RX0610  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 RX0610
 RX0610  VERT ORDER  -  SECOND    CLASS 0
 RX0610
 RX0610.The horizontal coordinates were scaled from a topographic map and have
 RX0610.an estimated accuracy of +/- 6 seconds.
 RX0610
 RX0610.The orthometric height was determined by differential leveling
 RX0610.and adjusted by the National Geodetic Survey in June 1991..
 RX0610
 RX0610.The geoid height was determined by GEOID03.
 RX0610
 RX0610.The dynamic height is computed by dividing the NAVD 88
 RX0610.geopotential number by the normal gravity value computed on the
 RX0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0610.degrees latitude (g = 980.6199 gals.).
 RX0610
 RX0610.The modeled gravity was interpolated from observed gravity values.
 RX0610
 RX0610;                    North         East    Units  Estimated Accuracy
 RX0610;SPC MT       -   226,650.      263,790.      MT  (+/- 180 meters Scaled)
 RX0610
 RX0610                          SUPERSEDED SURVEY CONTROL
 RX0610
 RX0610  NGVD 29 (??/??/92) 1604.332  (m)         5263.55   (f) ADJ UNCH    2 0
 RX0610
 RX0610.Superseded values are not recommended for survey control.
 RX0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0610.See file dsdata.txt to determine how the superseded data were derived.
 RX0610
 RX0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS793208(NAD 83)
 RX0610_MARKER: DB = BENCH MARK DISK
 RX0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0610_STAMPING: K 74 1934
 RX0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0610+STABILITY: SURFACE MOTION
 RX0610
 RX0610  HISTORY     - Date     Condition        Report By
 RX0610  HISTORY     - 1934     MONUMENTED       CGS
 RX0610
 RX0610                          STATION DESCRIPTION
 RX0610
 RX0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RX0610'8.9 MI SW FROM SKALKAHO PASS.
 RX0610'IN RAVALLI COUNTY, 8.9 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM
 RX0610'UNITED STATES GEOLOGICAL SURVEY BENCH MARK 7258 AT SKALKAHO PASS,
 RX0610'GRANITE COUNTY, 0.8 MILE SOUTHWEST OF HIGHWAY MAINTENANCE CAMP 4, 78
 RX0610'FEET EAST OF THE FRONT OF A LOG SHELTER BUILT INTO THE MOUNTAINSIDE,
 RX0610'54 FEET NORTHWEST OF THE NORTHWEST END OF A TIMBER BRIDGE OVER
 RX0610'SKALKAHO CREEK, 66 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 RX0610'EAST OF THE CENTERLINE OF THE ROAD CROSSING THE RIVER, AND 5.5 FEET
 RX0610'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 74 1934 AND SET IN
 RX0610'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0180 ***********************************************************************
 RW0180  DESIGNATION -  K 79
 RW0180  PID         -  RW0180
 RW0180  STATE/COUNTY-  MT/BROADWATER
 RW0180  USGS QUAD   -  DIAMOND CITY (1966)
 RW0180
 RW0180                         *CURRENT SURVEY CONTROL
 RW0180  ___________________________________________________________________
 RW0180* NAD 83(1986)-  46 35 09.     (N)    111 26 20.     (W)     SCALED    
 RW0180* NAVD 88     -      1427.178  (meters)    4682.33   (feet)  ADJUSTED  
 RW0180  ___________________________________________________________________
 RW0180  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 RW0180  DYNAMIC HT  -        1426.832 (meters)    4681.20  (feet)  COMP
 RW0180  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 RW0180
 RW0180  VERT ORDER  -  SECOND    CLASS 0
 RW0180
 RW0180.The horizontal coordinates were scaled from a topographic map and have
 RW0180.an estimated accuracy of +/- 6 seconds.
 RW0180
 RW0180.The orthometric height was determined by differential leveling
 RW0180.and adjusted by the National Geodetic Survey in June 1991..
 RW0180
 RW0180.The geoid height was determined by GEOID03.
 RW0180
 RW0180.The dynamic height is computed by dividing the NAVD 88
 RW0180.geopotential number by the normal gravity value computed on the
 RW0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0180.degrees latitude (g = 980.6199 gals.).
 RW0180
 RW0180.The modeled gravity was interpolated from observed gravity values.
 RW0180
 RW0180;                    North         East    Units  Estimated Accuracy
 RW0180;SPC MT       -   261,400.      451,500.      MT  (+/- 180 meters Scaled)
 RW0180
 RW0180                          SUPERSEDED SURVEY CONTROL
 RW0180
 RW0180  NGVD 29 (??/??/92) 1426.139  (m)         4678.92   (f) ADJ UNCH    2 0
 RW0180
 RW0180.Superseded values are not recommended for survey control.
 RW0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0180.See file dsdata.txt to determine how the superseded data were derived.
 RW0180
 RW0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS663592(NAD 83)
 RW0180_MARKER: DB = BENCH MARK DISK
 RW0180_SETTING: 80 = SET IN A BOULDER
 RW0180_STAMPING: K 79 1934
 RW0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0180+STABILITY: SURFACE MOTION
 RW0180
 RW0180  HISTORY     - Date     Condition        Report By
 RW0180  HISTORY     - 1934     MONUMENTED       CGS
 RW0180  HISTORY     - 1942     GOOD             NGS
 RW0180
 RW0180                          STATION DESCRIPTION
 RW0180
 RW0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RW0180'5.4 MI NE FROM JOHNSON.
 RW0180'5.4 MILES NORTHEAST ALONG THE WATSON ROAD FROM JOHNSON, BROADWATER
 RW0180'COUNTY, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN A LARGE
 RW0180'WHITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0093 ***********************************************************************
 SP0093  DESIGNATION -  K 79
 SP0093  PID         -  SP0093
 SP0093  STATE/COUNTY-  MT/RICHLAND
 SP0093  USGS QUAD   -  LAMBERT (1972)
 SP0093
 SP0093                         *CURRENT SURVEY CONTROL
 SP0093  ___________________________________________________________________
 SP0093* NAD 83(1986)-  47 40 06.     (N)    104 33 40.     (W)     SCALED    
 SP0093* NAVD 88     -       709.444  (meters)    2327.57   (feet)  ADJUSTED  
 SP0093  ___________________________________________________________________
 SP0093  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 SP0093  DYNAMIC HT  -         709.497 (meters)    2327.74  (feet)  COMP
 SP0093  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 SP0093
 SP0093  VERT ORDER  -  SECOND    CLASS 0
 SP0093
 SP0093.The horizontal coordinates were scaled from a topographic map and have
 SP0093.an estimated accuracy of +/- 6 seconds.
 SP0093
 SP0093.The orthometric height was determined by differential leveling
 SP0093.and adjusted by the National Geodetic Survey in June 1991..
 SP0093
 SP0093.The geoid height was determined by GEOID03.
 SP0093
 SP0093.The dynamic height is computed by dividing the NAVD 88
 SP0093.geopotential number by the normal gravity value computed on the
 SP0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0093.degrees latitude (g = 980.6199 gals.).
 SP0093
 SP0093.The modeled gravity was interpolated from observed gravity values.
 SP0093
 SP0093;                    North         East    Units  Estimated Accuracy
 SP0093;SPC MT       -   391,520.      970,480.      MT  (+/- 180 meters Scaled)
 SP0093
 SP0093                          SUPERSEDED SURVEY CONTROL
 SP0093
 SP0093  NGVD 29 (??/??/92)  708.874  (m)         2325.70   (f) ADJ UNCH    2 0
 SP0093
 SP0093.Superseded values are not recommended for survey control.
 SP0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0093.See file dsdata.txt to determine how the superseded data were derived.
 SP0093
 SP0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN329795(NAD 83)
 SP0093_MARKER: DB = BENCH MARK DISK
 SP0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0093_STAMPING: K 79 1934
 SP0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0093+STABILITY: SURFACE MOTION
 SP0093
 SP0093  HISTORY     - Date     Condition        Report By
 SP0093  HISTORY     - 1934     MONUMENTED       CGS
 SP0093
 SP0093                          STATION DESCRIPTION
 SP0093
 SP0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0093'3.0 MI E FROM LAMBERT.
 SP0093'3.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SP0093'LAMBERT, RICHLAND COUNTY, 4-1/2 RAILS EAST OF THE END OF A TIMBER
 SP0093'BRIDGE, 14 FEET EAST OF MILEPOST 34, 38 FEET NORTH OF THE CENTERLINE
 SP0093'OF THE TRACK, AND IN A DITCH.  A STANDARD DISK, STAMPED K 79 1934 AND
 SP0093'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0294 ***********************************************************************
 RX0294  DESIGNATION -  K 8
 RX0294  PID         -  RX0294
 RX0294  STATE/COUNTY-  MT/SILVER BOW
 RX0294  USGS QUAD   -  ELK PARK PASS (1996)
 RX0294
 RX0294                         *CURRENT SURVEY CONTROL
 RX0294  ___________________________________________________________________
 RX0294* NAD 83(1986)-  46 01 22.     (N)    112 28 29.     (W)     SCALED    
 RX0294* NAVD 88     -      1893.470  (meters)    6212.16   (feet)  ADJUSTED  
 RX0294  ___________________________________________________________________
 RX0294  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 RX0294  DYNAMIC HT  -        1892.694 (meters)    6209.61  (feet)  COMP
 RX0294  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 RX0294
 RX0294  VERT ORDER  -  FIRST     CLASS II
 RX0294
 RX0294.The horizontal coordinates were scaled from a topographic map and have
 RX0294.an estimated accuracy of +/- 6 seconds.
 RX0294
 RX0294.The orthometric height was determined by differential leveling
 RX0294.and adjusted by the National Geodetic Survey in June 1991..
 RX0294
 RX0294.The geoid height was determined by GEOID03.
 RX0294
 RX0294.The dynamic height is computed by dividing the NAVD 88
 RX0294.geopotential number by the normal gravity value computed on the
 RX0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0294.degrees latitude (g = 980.6199 gals.).
 RX0294
 RX0294.The modeled gravity was interpolated from observed gravity values.
 RX0294
 RX0294;                    North         East    Units  Estimated Accuracy
 RX0294;SPC MT       -   201,380.      369,820.      MT  (+/- 180 meters Scaled)
 RX0294
 RX0294                          SUPERSEDED SURVEY CONTROL
 RX0294
 RX0294  NGVD 29 (??/??/92) 1892.163  (m)         6207.87   (f) ADJ UNCH    1 2
 RX0294
 RX0294.Superseded values are not recommended for survey control.
 RX0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0294.See file dsdata.txt to determine how the superseded data were derived.
 RX0294
 RX0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR858976(NAD 83)
 RX0294_MARKER: DB = BENCH MARK DISK
 RX0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0294_SP_SET: TUNNEL
 RX0294_STAMPING: K 8 1928
 RX0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0294
 RX0294  HISTORY     - Date     Condition        Report By
 RX0294  HISTORY     - 1928     MONUMENTED       CGS
 RX0294  HISTORY     - 1959     GOOD             NGS
 RX0294  HISTORY     - 1960     POOR             USGS
 RX0294  HISTORY     - 1981     MARK NOT FOUND   USGS
 RX0294
 RX0294                          STATION DESCRIPTION
 RX0294
 RX0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0294'8.2 MI NE FROM BUTTE.
 RX0294'ABOUT 8.2 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0294'STATION AT BUTTE, IN SECTION 9, R 7 W, T 3 N, SET VERTICALLY IN THE
 RX0294'EAST END OF THE SOUTH WING WALL AT THE EAST END OF TUNNEL 10, 10 FEET
 RX0294'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 RX0294'TRACKS.  NOTE-- THIS MARK IS SUBJECT TO BEING COVERED BY DRIFTING
 RX0294'SAND.
 RX0294
 RX0294                          STATION RECOVERY (1960)
 RX0294
 RX0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 RX0294'MARK RECOVERED IN POOR CONDITION.
 RX0294
 RX0294                          STATION RECOVERY (1981)
 RX0294
 RX0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RX0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0380 ***********************************************************************
 TN0380  DESIGNATION -  K 8
 TN0380  PID         -  TN0380
 TN0380  STATE/COUNTY-  MT/LINCOLN
 TN0380  USGS QUAD   -  CROWELL MOUNTAIN (1983)
 TN0380
 TN0380                         *CURRENT SURVEY CONTROL
 TN0380  ___________________________________________________________________
 TN0380* NAD 83(1986)-  48 22 27.     (N)    115 50 06.     (W)     SCALED    
 TN0380* NAVD 88     -       758.793  (meters)    2489.47   (feet)  ADJUSTED  
 TN0380  ___________________________________________________________________
 TN0380  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0380  DYNAMIC HT  -         758.823 (meters)    2489.57  (feet)  COMP
 TN0380  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 TN0380
 TN0380  VERT ORDER  -  SECOND    CLASS 0
 TN0380
 TN0380.The horizontal coordinates were scaled from a topographic map and have
 TN0380.an estimated accuracy of +/- 6 seconds.
 TN0380
 TN0380.The orthometric height was determined by differential leveling
 TN0380.and adjusted by the National Geodetic Survey in June 1991..
 TN0380
 TN0380.The geoid height was determined by GEOID03.
 TN0380
 TN0380.The dynamic height is computed by dividing the NAVD 88
 TN0380.geopotential number by the normal gravity value computed on the
 TN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0380.degrees latitude (g = 980.6199 gals.).
 TN0380
 TN0380.The modeled gravity was interpolated from observed gravity values.
 TN0380
 TN0380;                    North         East    Units  Estimated Accuracy
 TN0380;SPC MT       -   477,250.      131,340.      MT  (+/- 180 meters Scaled)
 TN0380
 TN0380                          SUPERSEDED SURVEY CONTROL
 TN0380
 TN0380  NGVD 29 (??/??/92)  757.609  (m)         2485.59   (f) ADJ UNCH    2 0
 TN0380
 TN0380.Superseded values are not recommended for survey control.
 TN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0380.See file dsdata.txt to determine how the superseded data were derived.
 TN0380
 TN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP862585(NAD 83)
 TN0380_MARKER: DD = SURVEY DISK
 TN0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0380_STAMPING: K 8 1929
 TN0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0380+STABILITY: SURFACE MOTION
 TN0380
 TN0380  HISTORY     - Date     Condition        Report By
 TN0380  HISTORY     - 1929     MONUMENTED       USGS
 TN0380  HISTORY     - 1934     GOOD             NGS
 TN0380
 TN0380                          STATION DESCRIPTION
 TN0380
 TN0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0380'9.2 MI S FROM TROY.
 TN0380'9.2 MILES SOUTH ALONG THE BULL LAKE ROAD FROM TROY, 0.3 MILE SOUTH OF
 TN0380'THE ROAD LEADING WEST TO THE CHASE RANCH, AND ON THE EAST BANK OF THE
 TN0380'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 8
 TN0380'1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0276 ***********************************************************************
 RV0276  CBN         -  This is a Cooperative Base Network Control Station.
 RV0276  DESIGNATION -  K 8 T 2
 RV0276  PID         -  RV0276
 RV0276  STATE/COUNTY-  MT/WHEATLAND
 RV0276  USGS QUAD   -  TEN O'CLOCK GATE (1986)
 RV0276
 RV0276                         *CURRENT SURVEY CONTROL
 RV0276  ___________________________________________________________________
 RV0276* NAD 83(1999)-  46 22 05.37672(N)    109 51 41.00560(W)     ADJUSTED  
 RV0276* NAVD 88     -      1360.60   (meters)    4463.9    (feet)  RESET     
 RV0276  ___________________________________________________________________
 RV0276  X           -  -1,498,184.861 (meters)                     COMP
 RV0276  Y           -  -4,147,420.103 (meters)                     COMP
 RV0276  Z           -   4,594,556.499 (meters)                     COMP
 RV0276  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 RV0276  ELLIP HEIGHT-        1348.95  (meters)          (04/16/01) GPS OBS
 RV0276  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 RV0276
 RV0276  HORZ ORDER  -  B
 RV0276  VERT ORDER  -  THIRD
 RV0276  ELLP ORDER  -  FOURTH    CLASS II
 RV0276
 RV0276.The horizontal coordinates were established by GPS observations
 RV0276.and adjusted by the National Geodetic Survey in April 2001..
 RV0276.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RV0276.DATUM ITEM on the data sheet items page.
 RV0276
 RV0276.The orthometric height was computed from unverified reset data.
 RV0276.No vertical observational check was made to the station.
 RV0276.WARNING-GPS observations at this control monument resulted in a GPS
 RV0276.derived orthometric height which differed from the leveled height by
 RV0276.more than one decimeter (0.1 meter).
 RV0276
 RV0276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RV0276
 RV0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0276
 RV0276.The ellipsoidal height was determined by GPS observations
 RV0276.and is referenced to NAD 83.
 RV0276
 RV0276.The geoid height was determined by GEOID03.
 RV0276
 RV0276;                    North         East     Units Scale Factor Converg.
 RV0276;SPC MT       -   235,444.421   572,206.996   MT  0.99945541   -0 15 51.7
 RV0276;SPC MT       -   772,455.45  1,877,319.54   iFT  0.99945541   -0 15 51.7
 RV0276;UTM  12      - 5,135,583.819   587,578.335   MT  0.99969428   +0 49 27.0
 RV0276
 RV0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0276!SPC MT       -   0.99978858  x   0.99945541  =   0.99924411
 RV0276!UTM  12      -   0.99978858  x   0.99969428  =   0.99948293
 RV0276
 RV0276                          SUPERSEDED SURVEY CONTROL
 RV0276
 RV0276  NAD 83(1986)-  46 22 05.36967(N)    109 51 40.98161(W) AD(       ) 1
 RV0276  NAD 83(1992)-  46 22 05.37567(N)    109 51 41.00453(W) AD(       ) B
 RV0276  ELLIP H (05/15/92) 1349.03   (m)                       GP(       ) 4 2
 RV0276  NAD 27      -  46 22 05.52561(N)    109 51 38.32262(W) AD(       ) 1
 RV0276  NGVD 29 (06/11/92) 1359.7    (m)         4461.     (f) GPS OBS        
 RV0276
 RV0276.Superseded values are not recommended for survey control.
 RV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0276.See file dsdata.txt to determine how the superseded data were derived.
 RV0276
 RV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS8757835584(NAD 83)
 RV0276_MARKER: DB = BENCH MARK DISK
 RV0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0276_SP_SET: CONCRETE POST
 RV0276_STAMPING: K 8 T 2 1969
 RV0276_MARK LOGO: CGS   
 RV0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 RV0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0276+STABILITY: SURFACE MOTION
 RV0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RV0276+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1997
 RV0276
 RV0276  HISTORY     - Date     Condition        Report By
 RV0276  HISTORY     - 1969     MONUMENTED       CGS
 RV0276  HISTORY     - 19910828 GOOD             NGS
 RV0276  HISTORY     - 19950122 GOOD             MTDOT
 RV0276  HISTORY     - 19950127 GOOD             MTDOT
 RV0276  HISTORY     - 19970215 GOOD             MTDOT
 RV0276
 RV0276                          STATION DESCRIPTION
 RV0276
 RV0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RV0276'5.25 MI S FROM HARLOWTON.
 RV0276'0.3 MILE WEST ALONG U.S. HIGHWAYS 191 AND 12 FROM THE COURTHOUSE IN
 RV0276'HARLOWTON TO THE JUNCTION OF U.S. HIGHWAYS 191 AND 12, THENCE SOUTH ON
 RV0276'U.S. HIGHWAY 191 FOR 5.0 MILES TO MARK ON RIGHT, 110 FEET WEST OF THE
 RV0276'CENTERLINE OF U.S. 191, 9 1/2 FEET WEST OF FENCE AND 10 FEET WEST OF A
 RV0276'WITNESS POST.  A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF
 RV0276'A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 RV0276
 RV0276                          STATION RECOVERY (1991)
 RV0276
 RV0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RV0276'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTH OF HARLOWTON, ON THE
 RV0276'WEST SIDE OF U.S. HIGHWAY 191 AND ABOUT 35 M (114.8 FT) SOUTHWEST OF
 RV0276'MILE MARKER 39.
 RV0276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 191 AND 12, ON
 RV0276'THE WEST SIDE OF HARLOWTON, GO SOUTH ON HIGHWAY 191 FOR 8 KM
 RV0276'(5.0 MI) TO MILE MARKER 39 ON THE LEFT AND A FIELD ENTRANCE ON THE
 RV0276'RIGHT.  TURN RIGHT FOR 25.9 M (85.0 FT) TO A WIRE GATE.  PASS THROUGH
 RV0276'THE GATE, TURN LEFT AND GO SOUTH FOR 35 M (114.8 FT) TO THE STATION.
 RV0276'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 RV0276'WITH THE GROUND.  LOCATED 33.5 M (109.9 FT) WEST OF THE CENTER OF THE
 RV0276'HIGHWAY, 2.93 M (9.61 FT) WEST OF A METAL WITNESS POST AND 2.9 M
 RV0276'(9.5 FT) WEST OF A FENCE.
 RV0276
 RV0276                          STATION RECOVERY (1995)
 RV0276
 RV0276'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RV0276'RECOVERED AS DESCRIBED.
 RV0276
 RV0276                          STATION RECOVERY (1995)
 RV0276
 RV0276'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 RV0276'RECOVERED AS DESCRIBED.
 RV0276
 RV0276                          STATION RECOVERY (1997)
 RV0276
 RV0276'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 RV0276'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0279 ***********************************************************************
 RV0279  DESIGNATION -  K 8 T 2 AZ MK
 RV0279  PID         -  RV0279
 RV0279  STATE/COUNTY-  MT/WHEATLAND
 RV0279  USGS QUAD   -  TEN O'CLOCK GATE (1986)
 RV0279
 RV0279                         *CURRENT SURVEY CONTROL
 RV0279  ___________________________________________________________________
 RV0279* NAD 83(1986)-  46 22 21.     (N)    109 51 18.     (W)     SCALED    
 RV0279* NAVD 88     -      1357.20   (meters)    4452.7    (feet)  RESET     
 RV0279  ___________________________________________________________________
 RV0279  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 RV0279
 RV0279  VERT ORDER  -  THIRD
 RV0279
 RV0279.The horizontal coordinates were scaled from a topographic map and have
 RV0279.an estimated accuracy of +/- 6 seconds.
 RV0279
 RV0279.The orthometric height was computed from unverified reset data.
 RV0279
 RV0279.The geoid height was determined by GEOID03.
 RV0279
 RV0279;                    North         East    Units  Estimated Accuracy
 RV0279;SPC MT       -   235,920.      572,700.      MT  (+/- 180 meters Scaled)
 RV0279
 RV0279                          SUPERSEDED SURVEY CONTROL
 RV0279
 RV0279.No superseded survey control is available for this station.
 RV0279
 RV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS880360(NAD 83)
 RV0279_MARKER: DZ = AZIMUTH MARK DISK
 RV0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0279_STAMPING: K 8T 2 1969
 RV0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0279+STABILITY: SURFACE MOTION
 RV0279
 RV0279  HISTORY     - Date     Condition        Report By
 RV0279  HISTORY     - 1969     MONUMENTED       CGS
 RV0279
 RV0279                          STATION DESCRIPTION
 RV0279
 RV0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RV0279'4.65 MI S FROM HARLOWTON.
 RV0279'0.3 MILE WEST ALONG U.S. HIGHWAYS 191 AND 12 FROM THE COURTHOUSE IN
 RV0279'HARLOWTON TO THE JUNCTION OF U.S. 191 AND 12, THENCE SOUTHERLY ON U.S.
 RV0279'HIGHWAY 191 FOR 4.4 MILES TO THE MARK ON LEFT (EAST) SIDE OF HIGHWAY,
 RV0279'120 FEET EAST OF THE CENTERLINE OF U.S. 191 AND 1 FOOT SOUTH OF A
 RV0279'WITNESS POST.  A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A ROUND
 RV0279'CONCRETE POST AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0277 ***********************************************************************
 RV0277  DESIGNATION -  K 8 T 2 RM 3
 RV0277  PID         -  RV0277
 RV0277  STATE/COUNTY-  MT/WHEATLAND
 RV0277  USGS QUAD   -  TEN O'CLOCK GATE (1986)
 RV0277
 RV0277                         *CURRENT SURVEY CONTROL
 RV0277  ___________________________________________________________________
 RV0277* NAD 83(1986)-  46 22 00.     (N)    109 52 10.     (W)     SCALED    
 RV0277* NAVD 88     -      1360.31   (meters)    4463.0    (feet)  RESET     
 RV0277  ___________________________________________________________________
 RV0277  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 RV0277
 RV0277  VERT ORDER  -  THIRD
 RV0277
 RV0277.The horizontal coordinates were scaled from a topographic map and have
 RV0277.an estimated accuracy of +/- 6 seconds.
 RV0277
 RV0277.The orthometric height was computed from unverified reset data.
 RV0277
 RV0277.The geoid height was determined by GEOID03.
 RV0277
 RV0277;                    North         East    Units  Estimated Accuracy
 RV0277;SPC MT       -   235,280.      571,590.      MT  (+/- 180 meters Scaled)
 RV0277
 RV0277                          SUPERSEDED SURVEY CONTROL
 RV0277
 RV0277.No superseded survey control is available for this station.
 RV0277
 RV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS869354(NAD 83)
 RV0277_MARKER: DR = REFERENCE MARK DISK
 RV0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0277_STAMPING: K8T 2 NO 3 1969
 RV0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0277+STABILITY: SURFACE MOTION
 RV0277
 RV0277  HISTORY     - Date     Condition        Report By
 RV0277  HISTORY     - 1969     MONUMENTED       CGS
 RV0277
 RV0277                          STATION DESCRIPTION
 RV0277
 RV0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RV0277'5.25 MI S FROM HARLOWTON.
 RV0277'0.3 MILE WEST ALONG U.S. HIGHWAYS 191 AND 12 FROM THE COURTHOUSE IN
 RV0277'HARLOWTON TO THE JUNCTION OF U.S. HIGHWAYS 191 AND 12, THENCE
 RV0277'SOUTHERLY ALONG U.S. 191 FOR 5.0 MILES TO MARK ON RIGHT, 110 FEET WEST
 RV0277'OF THE CENTERLINE OF U.S. 191 AND 80 1/2 FEET SOUTH-SOUTHWEST OF THE
 RV0277'SOUTH GATE POST.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 RV0277'ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0278 ***********************************************************************
 RV0278  DESIGNATION -  K 8 T 2 RM 4
 RV0278  PID         -  RV0278
 RV0278  STATE/COUNTY-  MT/WHEATLAND
 RV0278  USGS QUAD   -  TEN O'CLOCK GATE (1986)
 RV0278
 RV0278                         *CURRENT SURVEY CONTROL
 RV0278  ___________________________________________________________________
 RV0278* NAD 83(1986)-  46 22 00.     (N)    109 52 12.     (W)     SCALED    
 RV0278* NAVD 88     -      1361.00   (meters)    4465.2    (feet)  RESET     
 RV0278  ___________________________________________________________________
 RV0278  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 RV0278
 RV0278  VERT ORDER  -  THIRD
 RV0278
 RV0278.The horizontal coordinates were scaled from a topographic map and have
 RV0278.an estimated accuracy of +/- 6 seconds.
 RV0278
 RV0278.The orthometric height was computed from unverified reset data.
 RV0278
 RV0278.The geoid height was determined by GEOID03.
 RV0278
 RV0278;                    North         East    Units  Estimated Accuracy
 RV0278;SPC MT       -   235,280.      571,540.      MT  (+/- 180 meters Scaled)
 RV0278
 RV0278                          SUPERSEDED SURVEY CONTROL
 RV0278
 RV0278.No superseded survey control is available for this station.
 RV0278
 RV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS869354(NAD 83)
 RV0278_MARKER: DR = REFERENCE MARK DISK
 RV0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0278_STAMPING: K8T 2 NO 4 1969
 RV0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0278+STABILITY: SURFACE MOTION
 RV0278
 RV0278  HISTORY     - Date     Condition        Report By
 RV0278  HISTORY     - 1969     MONUMENTED       CGS
 RV0278
 RV0278                          STATION DESCRIPTION
 RV0278
 RV0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RV0278'5.25 MI S FROM HARLOWTON.
 RV0278'0.3 MILE WEST ALONG U.S. HIGHWAYS 191 AND 12 FROM THE COURTHOUSE IN
 RV0278'HARLOWTON TO THE JUNCTION OF U.S. HIGHWAYS 191 AND 12, THENCE
 RV0278'SOUTHERLY ON U.S. 191 FOR 5 MILES TO MARK ON RIGHT, 103 FEET WEST OF
 RV0278'THE CENTERLINE OF HIGHWAY AND 3 FEET WEST OF A WIRE FENCE.  A STANDARD
 RV0278'REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 RV0278'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0138 ***********************************************************************
 TH0138  DESIGNATION -  K 80
 TH0138  PID         -  TH0138
 TH0138  STATE/COUNTY-  MT/RICHLAND
 TH0138  USGS QUAD   -  BROCKTON (1989)
 TH0138
 TH0138                         *CURRENT SURVEY CONTROL
 TH0138  ___________________________________________________________________
 TH0138* NAD 83(1986)-  48 07 44.     (N)    104 53 46.     (W)     SCALED    
 TH0138* NAVD 88     -       588.530  (meters)    1930.87   (feet)  ADJUSTED  
 TH0138  ___________________________________________________________________
 TH0138  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TH0138  DYNAMIC HT  -         588.596 (meters)    1931.09  (feet)  COMP
 TH0138  MODELED GRAV-     980,704.5   (mgal)                       NAVD 88
 TH0138
 TH0138  VERT ORDER  -  SECOND    CLASS 0
 TH0138
 TH0138.The horizontal coordinates were scaled from a topographic map and have
 TH0138.an estimated accuracy of +/- 6 seconds.
 TH0138
 TH0138.The orthometric height was determined by differential leveling
 TH0138.and adjusted by the National Geodetic Survey in June 1991..
 TH0138
 TH0138.The geoid height was determined by GEOID03.
 TH0138
 TH0138.The dynamic height is computed by dividing the NAVD 88
 TH0138.geopotential number by the normal gravity value computed on the
 TH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0138.degrees latitude (g = 980.6199 gals.).
 TH0138
 TH0138.The modeled gravity was interpolated from observed gravity values.
 TH0138
 TH0138;                    North         East    Units  Estimated Accuracy
 TH0138;SPC MT       -   441,090.      942,370.      MT  (+/- 180 meters Scaled)
 TH0138
 TH0138                          SUPERSEDED SURVEY CONTROL
 TH0138
 TH0138  NGVD 29 (??/??/92)  587.976  (m)         1929.05   (f) ADJ UNCH    2 0
 TH0138
 TH0138.Superseded values are not recommended for survey control.
 TH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0138.See file dsdata.txt to determine how the superseded data were derived.
 TH0138
 TH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP077306(NAD 83)
 TH0138_MARKER: DB = BENCH MARK DISK
 TH0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0138_STAMPING: K-80 1934
 TH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0138+STABILITY: SURFACE MOTION
 TH0138
 TH0138  HISTORY     - Date     Condition        Report By
 TH0138  HISTORY     - 1934     MONUMENTED       CGS
 TH0138
 TH0138                          STATION DESCRIPTION
 TH0138
 TH0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0138'2.4 MI S FROM BROCKTON.
 TH0138'2.4 MILES S OF AND ALONG THE LANE-BROCKTON ROAD.  AT A POINT WHERE
 TH0138'ROAD RUNNING S FROM MISSOURI RIVER TO LANE MAKES A RIGHT ANGLE TURN TO
 TH0138'THE E.  MARK IS SET JUST INSIDE FENCE CORNER 38 FT. E OF CENTER OF
 TH0138'ROAD BEFORE TURNING E AND 32 FT. N OF CENTER OF ROAD AFTER TURNING E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0551 ***********************************************************************
 RX0551  DESIGNATION -  K 81
 RX0551  PID         -  RX0551
 RX0551  STATE/COUNTY-  MT/POWELL
 RX0551  USGS QUAD   -  BROWNS LAKE (1965)
 RX0551
 RX0551                         *CURRENT SURVEY CONTROL
 RX0551  ___________________________________________________________________
 RX0551* NAD 83(1986)-  46 58 53.     (N)    113 05 44.     (W)     SCALED    
 RX0551* NAVD 88     -      1246.703  (meters)    4090.22   (feet)  ADJUSTED  
 RX0551  ___________________________________________________________________
 RX0551  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 RX0551  DYNAMIC HT  -        1246.462 (meters)    4089.43  (feet)  COMP
 RX0551  MODELED GRAV-     980,376.8   (mgal)                       NAVD 88
 RX0551
 RX0551  VERT ORDER  -  SECOND    CLASS 0
 RX0551
 RX0551.The horizontal coordinates were scaled from a topographic map and have
 RX0551.an estimated accuracy of +/- 6 seconds.
 RX0551
 RX0551.The orthometric height was determined by differential leveling
 RX0551.and adjusted by the National Geodetic Survey in June 1991..
 RX0551
 RX0551.The geoid height was determined by GEOID03.
 RX0551
 RX0551.The dynamic height is computed by dividing the NAVD 88
 RX0551.geopotential number by the normal gravity value computed on the
 RX0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0551.degrees latitude (g = 980.6199 gals.).
 RX0551
 RX0551.The modeled gravity was interpolated from observed gravity values.
 RX0551
 RX0551;                    North         East    Units  Estimated Accuracy
 RX0551;SPC MT       -   309,780.      326,700.      MT  (+/- 180 meters Scaled)
 RX0551
 RX0551                          SUPERSEDED SURVEY CONTROL
 RX0551
 RX0551  NGVD 29 (??/??/92) 1245.594  (m)         4086.59   (f) ADJ UNCH    2 0
 RX0551
 RX0551.Superseded values are not recommended for survey control.
 RX0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0551.See file dsdata.txt to determine how the superseded data were derived.
 RX0551
 RX0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT406052(NAD 83)
 RX0551_MARKER: DB = BENCH MARK DISK
 RX0551_SETTING: 66 = SET IN ROCK OUTCROP
 RX0551_SP_SET: FLAT ROCK
 RX0551_STAMPING: K 81 1934
 RX0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RX0551+STABILITY: POSITION/ELEVATION WELL
 RX0551
 RX0551  HISTORY     - Date     Condition        Report By
 RX0551  HISTORY     - 1934     MONUMENTED       CGS
 RX0551  HISTORY     - 1934     GOOD             NGS
 RX0551
 RX0551                          STATION DESCRIPTION
 RX0551
 RX0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RX0551'3.7 MI SE FROM OVANDO.
 RX0551'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM OVANDO, POWELL COUNTY,
 RX0551'0.1 MILE SOUTHWEST OF A RANCH HOUSE, 0.2 MILE WEST OF A BRIDGE OVER
 RX0551'MONTOUR RIVER, 74 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 RX0551'THE TOP OF A FLAT ROCK PROTRUDING 16 INCHES ABOVE GROUND. A STANDARD
 RX0551'DISK, STAMPED K 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0233 ***********************************************************************
 RW0233  DESIGNATION -  K 82
 RW0233  PID         -  RW0233
 RW0233  STATE/COUNTY-  MT/BROADWATER
 RW0233  USGS QUAD   -  TOWNSEND (1986)
 RW0233
 RW0233                         *CURRENT SURVEY CONTROL
 RW0233  ___________________________________________________________________
 RW0233* NAD 83(1986)-  46 19 20.     (N)    111 31 11.     (W)     SCALED    
 RW0233* NAVD 88     -      1166.462  (meters)    3826.97   (feet)  ADJUSTED  
 RW0233  ___________________________________________________________________
 RW0233  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 RW0233  DYNAMIC HT  -        1166.180 (meters)    3826.04  (feet)  COMP
 RW0233  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 RW0233
 RW0233  VERT ORDER  -  SECOND    CLASS II
 RW0233
 RW0233.The horizontal coordinates were scaled from a topographic map and have
 RW0233.an estimated accuracy of +/- 6 seconds.
 RW0233
 RW0233.The orthometric height was determined by differential leveling
 RW0233.and adjusted by the National Geodetic Survey in June 1991..
 RW0233
 RW0233.The geoid height was determined by GEOID03.
 RW0233
 RW0233.The dynamic height is computed by dividing the NAVD 88
 RW0233.geopotential number by the normal gravity value computed on the
 RW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0233.degrees latitude (g = 980.6199 gals.).
 RW0233
 RW0233.The modeled gravity was interpolated from observed gravity values.
 RW0233
 RW0233;                    North         East    Units  Estimated Accuracy
 RW0233;SPC MT       -   232,280.      444,560.      MT  (+/- 180 meters Scaled)
 RW0233
 RW0233                          SUPERSEDED SURVEY CONTROL
 RW0233
 RW0233  NGVD 29 (??/??/92) 1165.507  (m)         3823.83   (f) ADJ UNCH    2 0
 RW0233
 RW0233.Superseded values are not recommended for survey control.
 RW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0233.See file dsdata.txt to determine how the superseded data were derived.
 RW0233
 RW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS599299(NAD 83)
 RW0233_MARKER: DB = BENCH MARK DISK
 RW0233_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RW0233_SP_SET: STEP FOUNDATION
 RW0233_STAMPING: K 82 1934
 RW0233_MARK LOGO: CGS   
 RW0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0233+STABILITY: SURFACE MOTION
 RW0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RW0233+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1997
 RW0233
 RW0233  HISTORY     - Date     Condition        Report By
 RW0233  HISTORY     - 1934     MONUMENTED       CGS
 RW0233  HISTORY     - 19970501 GOOD             MTDOT
 RW0233
 RW0233                          STATION DESCRIPTION
 RW0233
 RW0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0233'IN TOWNSEND.
 RW0233'AT TOWNSEND, BROADWATER COUNTY, AT THE WEST ENTRANCE TO THE HIGH
 RW0233'SCHOOL BUILDING, 4 FEET NORTH OF THE CENTER OF THE DOORS, AND IN THE
 RW0233'TOP OF THE CONCRETE FLOOR OF THE PORCH.  A STANDARD DISK, STAMPED K 82
 RW0233'1934.
 RW0233
 RW0233                          STATION RECOVERY (1997)
 RW0233
 RW0233'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 RW0233'AT TOWNSEND, AT THE WEST ENTRANCE TO THE HIGH SCHOOL BUILDING, IN THE
 RW0233'FOUNDATION AT THE TOP OF THE STEPS TO THE ENTRANCE, 306 FT (93.3 M)
 RW0233'NORTH OF THE INTERSECTION OF SPRUCE STREET AND 2ND STREET AND 4.0 FT
 RW0233'(1.2 M) NORTH OF THE CENTER OF THE DOORS TO THE SCHOOL ENTRANCE.  THE
 RW0233'MARK IS AT THE OLD ORIGINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE6019 ***********************************************************************
 DE6019  DESIGNATION -  K 82 RESET
 DE6019  PID         -  DE6019
 DE6019  STATE/COUNTY-  MT/BROADWATER
 DE6019  USGS QUAD   -  TOWNSEND (1986)
 DE6019
 DE6019                         *CURRENT SURVEY CONTROL
 DE6019  ___________________________________________________________________
 DE6019* NAD 83(1986)-  46 19 20.     (N)    111 31 11.     (W)     SCALED    
 DE6019* NAVD 88     -      1165.55   (meters)    3824.0    (feet)  RESET     
 DE6019  ___________________________________________________________________
 DE6019  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 DE6019
 DE6019  VERT ORDER  -  THIRD
 DE6019
 DE6019.The horizontal coordinates were scaled from a topographic map and have
 DE6019.an estimated accuracy of +/- 6 seconds.
 DE6019
 DE6019.The orthometric height was computed from unverified reset data.
 DE6019.No vertical observational check was made to the station.
 DE6019
 DE6019.The geoid height was determined by GEOID03.
 DE6019
 DE6019;                    North         East    Units  Estimated Accuracy
 DE6019;SPC MT       -   232,280.      444,560.      MT  (+/- 180 meters Scaled)
 DE6019
 DE6019                          SUPERSEDED SURVEY CONTROL
 DE6019
 DE6019.No superseded survey control is available for this station.
 DE6019
 DE6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS599299(NAD 83)
 DE6019_MARKER: DV = VERTICAL CONTROL DISK
 DE6019_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6019_SP_SET: SIDEWALK
 DE6019_STAMPING: K 82 RESET 2001
 DE6019_MARK LOGO: NGS   
 DE6019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6019
 DE6019  HISTORY     - Date     Condition        Report By
 DE6019  HISTORY     - 2001     MONUMENTED       LOCSUR
 DE6019
 DE6019                          STATION DESCRIPTION
 DE6019
 DE6019'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DS)
 DE6019'AT TOWNSEND, BRASS DISK IN CONCRETE SIDEWALK CENTERED BELOW MARBLE
 DE6019'PLAQUE, 0.33 FEET (10.06 CM) NORTHERLY FROM LIBRARY WALL AND 2.90 FEET
 DE6019'(0.88 M) FROM A 45 DEGREE OUTSIDE CORNER OF LIBRARY BUILDING AT THE
 DE6019'EAST ENTRANCE TO THE BROADWATER SCHOOL AND COMMUNITY LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0127 ***********************************************************************
 SQ0127  DESIGNATION -  K 83
 SQ0127  PID         -  SQ0127
 SQ0127  STATE/COUNTY-  MT/GARFIELD
 SQ0127  USGS QUAD   -  ADA CREEK (1964)
 SQ0127
 SQ0127                         *CURRENT SURVEY CONTROL
 SQ0127  ___________________________________________________________________
 SQ0127* NAD 83(1986)-  47 22 17.     (N)    106 31 58.     (W)     SCALED    
 SQ0127* NAVD 88     -       762.096  (meters)    2500.31   (feet)  ADJUSTED  
 SQ0127  ___________________________________________________________________
 SQ0127  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 SQ0127  DYNAMIC HT  -         762.120 (meters)    2500.39  (feet)  COMP
 SQ0127  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 SQ0127
 SQ0127  VERT ORDER  -  SECOND    CLASS 0
 SQ0127
 SQ0127.The horizontal coordinates were scaled from a topographic map and have
 SQ0127.an estimated accuracy of +/- 6 seconds.
 SQ0127
 SQ0127.The orthometric height was determined by differential leveling
 SQ0127.and adjusted by the National Geodetic Survey in June 1991..
 SQ0127
 SQ0127.The geoid height was determined by GEOID03.
 SQ0127
 SQ0127.The dynamic height is computed by dividing the NAVD 88
 SQ0127.geopotential number by the normal gravity value computed on the
 SQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0127.degrees latitude (g = 980.6199 gals.).
 SQ0127
 SQ0127.The modeled gravity was interpolated from observed gravity values.
 SQ0127
 SQ0127;                    North         East    Units  Estimated Accuracy
 SQ0127;SPC MT       -   351,080.      823,920.      MT  (+/- 180 meters Scaled)
 SQ0127
 SQ0127                          SUPERSEDED SURVEY CONTROL
 SQ0127
 SQ0127  NGVD 29 (??/??/92)  761.456  (m)         2498.21   (f) ADJ UNCH    2 0
 SQ0127
 SQ0127.Superseded values are not recommended for survey control.
 SQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0127.See file dsdata.txt to determine how the superseded data were derived.
 SQ0127
 SQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN842475(NAD 83)
 SQ0127_MARKER: DB = BENCH MARK DISK
 SQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0127_STAMPING: K 83 1934
 SQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0127+STABILITY: SURFACE MOTION
 SQ0127
 SQ0127  HISTORY     - Date     Condition        Report By
 SQ0127  HISTORY     - 1934     MONUMENTED       CGS
 SQ0127  HISTORY     - 1964     GOOD             USGS
 SQ0127
 SQ0127                          STATION DESCRIPTION
 SQ0127
 SQ0127'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SQ0127'21.4 MI E FROM JORDAN.
 SQ0127'JORDAN POST OFFICE 17.4 MI. EAST OF ALONG U.S. HWY. 20 TO JCT. OF
 SQ0127'TRACK ROAD LEADING NORTH AT THE OLD VIALL SCHOOL HOUSE, THENCE NORTH
 SQ0127'ALONG TRACK ROAD 1.2 MI. ACROSS BIG DRY CREEK TO A Y-RD. JCT., TAKE
 SQ0127'RIGHT FORK 0.4 MI. TO ROAD JCT. EAST ALONG FENCE, THENCE 2.4 MI. EAST
 SQ0127'ALONG WHAT ONCE AGAIN IS THE OLD HWY. 18 TO A FENCE GATE, 20 FT. NORTH
 SQ0127'OF THE CENTER LINE OF THE ROAD, 15 FT. EAST OF FENCE.  A STD. DISC SET
 SQ0127'IN CONC. POST STAMPED K 83 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0177 ***********************************************************************
 RU0177  DESIGNATION -  K 85
 RU0177  PID         -  RU0177
 RU0177  STATE/COUNTY-  MT/GARFIELD
 RU0177  USGS QUAD   -  BLACK HILLS (1965)
 RU0177
 RU0177                         *CURRENT SURVEY CONTROL
 RU0177  ___________________________________________________________________
 RU0177* NAD 83(1986)-  46 53 47.     (N)    106 44 11.     (W)     SCALED    
 RU0177* NAVD 88     -       910.052  (meters)    2985.73   (feet)  ADJUSTED  
 RU0177  ___________________________________________________________________
 RU0177  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 RU0177  DYNAMIC HT  -         909.997 (meters)    2985.55  (feet)  COMP
 RU0177  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 RU0177
 RU0177  VERT ORDER  -  SECOND    CLASS 0
 RU0177
 RU0177.The horizontal coordinates were scaled from a topographic map and have
 RU0177.an estimated accuracy of +/- 6 seconds.
 RU0177
 RU0177.The orthometric height was determined by differential leveling
 RU0177.and adjusted by the National Geodetic Survey in June 1991..
 RU0177
 RU0177.The geoid height was determined by GEOID03.
 RU0177
 RU0177.The dynamic height is computed by dividing the NAVD 88
 RU0177.geopotential number by the normal gravity value computed on the
 RU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0177.degrees latitude (g = 980.6199 gals.).
 RU0177
 RU0177.The modeled gravity was interpolated from observed gravity values.
 RU0177
 RU0177;                    North         East    Units  Estimated Accuracy
 RU0177;SPC MT       -   297,780.      810,420.      MT  (+/- 180 meters Scaled)
 RU0177
 RU0177                          SUPERSEDED SURVEY CONTROL
 RU0177
 RU0177  NGVD 29 (??/??/92)  909.371  (m)         2983.49   (f) ADJ UNCH    2 0
 RU0177
 RU0177.Superseded values are not recommended for survey control.
 RU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0177.See file dsdata.txt to determine how the superseded data were derived.
 RU0177
 RU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM677951(NAD 83)
 RU0177_MARKER: DB = BENCH MARK DISK
 RU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0177_STAMPING: K-85 1934
 RU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0177+STABILITY: SURFACE MOTION
 RU0177
 RU0177  HISTORY     - Date     Condition        Report By
 RU0177  HISTORY     - 1934     MONUMENTED       CGS
 RU0177  HISTORY     - 1965     GOOD             USGS
 RU0177
 RU0177                          STATION DESCRIPTION
 RU0177
 RU0177'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RU0177'14.6 MI SW FROM COHAGEN.
 RU0177'COHAGEN, 14.6 MILES SOUTHWEST OF ALONG THE FORSYTH ROAD.  ABOUT 3.0
 RU0177'MILES SE OF THE OLD MCKENZIE RANCH.  IN THE WEST 1/2 OF SECTION 12
 RU0177'T-13-N R-39-E.  2300 FT NW OF A WINDMILL.  ABOUT 800 FT WEST OF
 RU0177'COTTONWOOD CREEK.  ABOUT 1600 FT EAST OF THE MAIN ROAD.  49 FT NE OF
 RU0177'THE OLD ROAD.  IN TOP OF A CONCRETE POST PROJECTING 0.5 FT.  A STD
 RU0177'DISK STAMPED K-85 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0326 ***********************************************************************
 RT0326  DESIGNATION -  K 86
 RT0326  PID         -  RT0326
 RT0326  STATE/COUNTY-  MT/CUSTER
 RT0326  USGS QUAD   -  BIG HILL (1968)
 RT0326
 RT0326                         *CURRENT SURVEY CONTROL
 RT0326  ___________________________________________________________________
 RT0326* NAD 83(1986)-  46 27 16.     (N)    105 54 44.     (W)     SCALED    
 RT0326* NAVD 88     -       749.631  (meters)    2459.41   (feet)  ADJUSTED  
 RT0326  ___________________________________________________________________
 RT0326  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 RT0326  DYNAMIC HT  -         749.578 (meters)    2459.24  (feet)  COMP
 RT0326  MODELED GRAV-     980,518.5   (mgal)                       NAVD 88
 RT0326
 RT0326  VERT ORDER  -  SECOND    CLASS 0
 RT0326
 RT0326.The horizontal coordinates were scaled from a topographic map and have
 RT0326.an estimated accuracy of +/- 6 seconds.
 RT0326
 RT0326.The orthometric height was determined by differential leveling
 RT0326.and adjusted by the National Geodetic Survey in June 1991..
 RT0326
 RT0326.The geoid height was determined by GEOID03.
 RT0326
 RT0326.The dynamic height is computed by dividing the NAVD 88
 RT0326.geopotential number by the normal gravity value computed on the
 RT0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0326.degrees latitude (g = 980.6199 gals.).
 RT0326
 RT0326.The modeled gravity was interpolated from observed gravity values.
 RT0326
 RT0326;                    North         East    Units  Estimated Accuracy
 RT0326;SPC MT       -   251,280.      875,390.      MT  (+/- 180 meters Scaled)
 RT0326
 RT0326                          SUPERSEDED SURVEY CONTROL
 RT0326
 RT0326  NGVD 29 (??/??/92)  749.037  (m)         2457.47   (f) ADJ UNCH    2 0
 RT0326
 RT0326.Superseded values are not recommended for survey control.
 RT0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0326.See file dsdata.txt to determine how the superseded data were derived.
 RT0326
 RT0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM299449(NAD 83)
 RT0326_MARKER: DB = BENCH MARK DISK
 RT0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0326_STAMPING: K 86 1934
 RT0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0326+STABILITY: SURFACE MOTION
 RT0326
 RT0326  HISTORY     - Date     Condition        Report By
 RT0326  HISTORY     - 1934     MONUMENTED       CGS
 RT0326  HISTORY     - 1938     GOOD             NGS
 RT0326  HISTORY     - 1984     GOOD             NGS
 RT0326
 RT0326                          STATION DESCRIPTION
 RT0326
 RT0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RT0326'4.8 MI NW FROM MILES CITY.
 RT0326'4.8 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM MILES CITY, CUSTER
 RT0326'COUNTY, 96 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 RT0326'SOUTH OF A FENCE CORNER.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RT0326'POST.  NOTE-- 4.6 MI NORTHWEST ALONG STATE HWY 22 FROM THE POST OFFICE
 RT0326'IN MILES CITY, MONTANA, 195 FT NE OF CTR. OF HWY. 25 FT NE OF
 RT0326'TELEPHONE LINE.
 RT0326
 RT0326                          STATION RECOVERY (1984)
 RT0326
 RT0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RT0326'18.02 KM (11.2 MI) SOUTH ALONG STATE HIGHWAY 22 FROM THE CROSS ROAD
 RT0326'AT ANGELA TO CROW ROCK ROAD ON THE LEFT AND THE MARK 52 M (8.4 FT)
 RT0326'SOUTH OF THE CENTER OF CROW ROCK ROAD, 4.3 M (14 FT) NORTHEAST OF THE
 RT0326'RIGHT OF WAY FENCE FOR STATE HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0176 ***********************************************************************
 SQ0176  DESIGNATION -  K 87
 SQ0176  PID         -  SQ0176
 SQ0176  STATE/COUNTY-  MT/GARFIELD
 SQ0176  USGS QUAD   -  COHAGEN (1976)
 SQ0176
 SQ0176                         *CURRENT SURVEY CONTROL
 SQ0176  ___________________________________________________________________
 SQ0176* NAD 83(1986)-  47 00 31.     (N)    106 33 07.     (W)     SCALED    
 SQ0176* NAVD 88     -       900.397  (meters)    2954.05   (feet)  ADJUSTED  
 SQ0176  ___________________________________________________________________
 SQ0176  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 SQ0176  DYNAMIC HT  -         900.353 (meters)    2953.91  (feet)  COMP
 SQ0176  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 SQ0176
 SQ0176  VERT ORDER  -  SECOND    CLASS 0
 SQ0176
 SQ0176.The horizontal coordinates were scaled from a topographic map and have
 SQ0176.an estimated accuracy of +/- 6 seconds.
 SQ0176
 SQ0176.The orthometric height was determined by differential leveling
 SQ0176.and adjusted by the National Geodetic Survey in June 1991..
 SQ0176
 SQ0176.The geoid height was determined by GEOID03.
 SQ0176
 SQ0176.The dynamic height is computed by dividing the NAVD 88
 SQ0176.geopotential number by the normal gravity value computed on the
 SQ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0176.degrees latitude (g = 980.6199 gals.).
 SQ0176
 SQ0176.The modeled gravity was interpolated from observed gravity values.
 SQ0176
 SQ0176;                    North         East    Units  Estimated Accuracy
 SQ0176;SPC MT       -   310,750.      823,990.      MT  (+/- 180 meters Scaled)
 SQ0176
 SQ0176                          SUPERSEDED SURVEY CONTROL
 SQ0176
 SQ0176  NGVD 29 (??/??/92)  900.698  (m)         2955.04   (f) ADJ UNCH    2 0
 SQ0176
 SQ0176.Superseded values are not recommended for survey control.
 SQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0176.See file dsdata.txt to determine how the superseded data were derived.
 SQ0176
 SQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN820072(NAD 83)
 SQ0176_MARKER: DB = BENCH MARK DISK
 SQ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0176_STAMPING: K 87 1934
 SQ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0176+STABILITY: SURFACE MOTION
 SQ0176
 SQ0176  HISTORY     - Date     Condition        Report By
 SQ0176  HISTORY     - 1934     MONUMENTED       CGS
 SQ0176  HISTORY     - 1938     GOOD             NGS
 SQ0176
 SQ0176                          STATION DESCRIPTION
 SQ0176
 SQ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SQ0176'4.4 MI SE FROM COHAGEN.
 SQ0176'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 22 FROM COHAGEN, GARFIELD
 SQ0176'COUNTY, AT THE JUNCTION WITH A T-ROAD LEADING NORTH, 30 YARDS
 SQ0176'NORTHWEST OF THE ROAD, AND 35 YARDS NORTHEAST OF THE CENTERLINE OF THE
 SQ0176'HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0350 ***********************************************************************
 SQ0350  DESIGNATION -  K 88
 SQ0350  PID         -  SQ0350
 SQ0350  STATE/COUNTY-  MT/GARFIELD
 SQ0350  USGS QUAD   -  TWIN BUTTES (1965)
 SQ0350
 SQ0350                         *CURRENT SURVEY CONTROL
 SQ0350  ___________________________________________________________________
 SQ0350* NAD 83(1986)-  47 07 44.     (N)    107 23 54.     (W)     SCALED    
 SQ0350* NAVD 88     -       971.799  (meters)    3188.31   (feet)  ADJUSTED  
 SQ0350  ___________________________________________________________________
 SQ0350  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 SQ0350  DYNAMIC HT  -         971.768 (meters)    3188.21  (feet)  COMP
 SQ0350  MODELED GRAV-     980,546.8   (mgal)                       NAVD 88
 SQ0350
 SQ0350  VERT ORDER  -  SECOND    CLASS 0
 SQ0350
 SQ0350.The horizontal coordinates were scaled from a topographic map and have
 SQ0350.an estimated accuracy of +/- 6 seconds.
 SQ0350
 SQ0350.The orthometric height was determined by differential leveling
 SQ0350.and adjusted by the National Geodetic Survey in June 1991..
 SQ0350
 SQ0350.The geoid height was determined by GEOID03.
 SQ0350
 SQ0350.The dynamic height is computed by dividing the NAVD 88
 SQ0350.geopotential number by the normal gravity value computed on the
 SQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0350.degrees latitude (g = 980.6199 gals.).
 SQ0350
 SQ0350.The modeled gravity was interpolated from observed gravity values.
 SQ0350
 SQ0350;                    North         East    Units  Estimated Accuracy
 SQ0350;SPC MT       -   322,040.      759,340.      MT  (+/- 180 meters Scaled)
 SQ0350
 SQ0350                          SUPERSEDED SURVEY CONTROL
 SQ0350
 SQ0350  NGVD 29 (??/??/92)  971.097  (m)         3186.01   (f) ADJ UNCH    2 0
 SQ0350
 SQ0350.Superseded values are not recommended for survey control.
 SQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0350.See file dsdata.txt to determine how the superseded data were derived.
 SQ0350
 SQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN181222(NAD 83)
 SQ0350_MARKER: DB = BENCH MARK DISK
 SQ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0350_STAMPING: K 88 1934
 SQ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0350+STABILITY: SURFACE MOTION
 SQ0350
 SQ0350  HISTORY     - Date     Condition        Report By
 SQ0350  HISTORY     - 1934     MONUMENTED       CGS
 SQ0350
 SQ0350                          STATION DESCRIPTION
 SQ0350
 SQ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SQ0350'2.9 MI SW FROM EDWARDS.
 SQ0350'ABOUT 2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM EDWARDS,
 SQ0350'GARFIELD COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTHWEST, ABOUT 90
 SQ0350'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 65 FEET SOUTHWEST OF
 SQ0350'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED K 88 1934 AND
 SQ0350'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0074 ***********************************************************************
 SR0074  DESIGNATION -  K 89
 SR0074  PID         -  SR0074
 SR0074  STATE/COUNTY-  MT/PETROLEUM
 SR0074  USGS QUAD   -  WINNETT NORTH (1986)
 SR0074
 SR0074                         *CURRENT SURVEY CONTROL
 SR0074  ___________________________________________________________________
 SR0074* NAD 83(1986)-  47 00 15.     (N)    108 20 55.     (W)     SCALED    
 SR0074* NAVD 88     -       900.584  (meters)    2954.67   (feet)  ADJUSTED  
 SR0074  ___________________________________________________________________
 SR0074  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 SR0074  DYNAMIC HT  -         900.541 (meters)    2954.52  (feet)  COMP
 SR0074  MODELED GRAV-     980,534.9   (mgal)                       NAVD 88
 SR0074
 SR0074  VERT ORDER  -  SECOND    CLASS 0
 SR0074
 SR0074.The horizontal coordinates were scaled from a topographic map and have
 SR0074.an estimated accuracy of +/- 6 seconds.
 SR0074
 SR0074.The orthometric height was determined by differential leveling
 SR0074.and adjusted by the National Geodetic Survey in June 1991..
 SR0074
 SR0074.The geoid height was determined by GEOID03.
 SR0074
 SR0074.The dynamic height is computed by dividing the NAVD 88
 SR0074.geopotential number by the normal gravity value computed on the
 SR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0074.degrees latitude (g = 980.6199 gals.).
 SR0074
 SR0074.The modeled gravity was interpolated from observed gravity values.
 SR0074
 SR0074;                    North         East    Units  Estimated Accuracy
 SR0074;SPC MT       -   306,680.      687,510.      MT  (+/- 180 meters Scaled)
 SR0074
 SR0074                          SUPERSEDED SURVEY CONTROL
 SR0074
 SR0074  NGVD 29 (??/??/92)  899.884  (m)         2952.37   (f) ADJ UNCH    2 0
 SR0074
 SR0074.Superseded values are not recommended for survey control.
 SR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0074.See file dsdata.txt to determine how the superseded data were derived.
 SR0074
 SR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT015090(NAD 83)
 SR0074_MARKER: DB = BENCH MARK DISK
 SR0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0074_SP_SET: BUILDING
 SR0074_STAMPING: 2952.369 K 89 1934
 SR0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0074
 SR0074  HISTORY     - Date     Condition        Report By
 SR0074  HISTORY     - 1934     MONUMENTED       CGS
 SR0074  HISTORY     - 1943     GOOD             NGS
 SR0074
 SR0074                          STATION DESCRIPTION
 SR0074
 SR0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 SR0074'IN WINNETT.
 SR0074'AT WINNETT, PETROLEUM COUNTY, AT THE COUNTY COURTHOUSE, IN THE FRONT
 SR0074'WALL OF THE BUILDING, AT THE WEST CORNER, AND 6 INCHES ABOVE THE
 SR0074'SIDEWALK.  A STANDARD DISK, STAMPED 2952.369 K 89 1934 AND SET
 SR0074'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0036 ***********************************************************************
 RX0036  DESIGNATION -  K 9
 RX0036  PID         -  RX0036
 RX0036  STATE/COUNTY-  MT/LEWIS AND CLARK
 RX0036  USGS QUAD   -  SCRATCHGRAVEL HILLS (1985)
 RX0036
 RX0036                         *CURRENT SURVEY CONTROL
 RX0036  ___________________________________________________________________
 RX0036* NAD 83(1986)-  46 41 10.     (N)    112 03 39.     (W)     SCALED    
 RX0036* NAVD 88     -      1184.516  (meters)    3886.20   (feet)  ADJUSTED  
 RX0036  ___________________________________________________________________
 RX0036  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 RX0036  DYNAMIC HT  -        1184.286 (meters)    3885.45  (feet)  COMP
 RX0036  MODELED GRAV-     980,379.4   (mgal)                       NAVD 88
 RX0036
 RX0036  VERT ORDER  -  FIRST     CLASS II
 RX0036
 RX0036.The horizontal coordinates were scaled from a topographic map and have
 RX0036.an estimated accuracy of +/- 6 seconds.
 RX0036
 RX0036.The orthometric height was determined by differential leveling
 RX0036.and adjusted by the National Geodetic Survey in June 1991..
 RX0036
 RX0036.The geoid height was determined by GEOID03.
 RX0036
 RX0036.The dynamic height is computed by dividing the NAVD 88
 RX0036.geopotential number by the normal gravity value computed on the
 RX0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0036.degrees latitude (g = 980.6199 gals.).
 RX0036
 RX0036.The modeled gravity was interpolated from observed gravity values.
 RX0036
 RX0036;                    North         East    Units  Estimated Accuracy
 RX0036;SPC MT       -   273,900.      404,250.      MT  (+/- 180 meters Scaled)
 RX0036
 RX0036                          SUPERSEDED SURVEY CONTROL
 RX0036
 RX0036.No superseded survey control is available for this station.
 RX0036
 RX0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS188708(NAD 83)
 RX0036_MARKER: DB = BENCH MARK DISK
 RX0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RX0036_STAMPING: K 9 3883.007
 RX0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0036+STABILITY: SURFACE MOTION
 RX0036
 RX0036  HISTORY     - Date     Condition        Report By
 RX0036  HISTORY     - UNK      MONUMENTED       CGS
 RX0036  HISTORY     - 1962     GOOD             NGS
 RX0036  HISTORY     - 1979     GOOD             NGS
 RX0036
 RX0036                          STATION DESCRIPTION
 RX0036
 RX0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RX0036'6.65 MI NW FROM HELENA.
 RX0036'6.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RX0036'CROSSING OF BENTON AVENUE AT HELENA, 0.1 MILE SOUTH-SOUTHEAST OF THE
 RX0036'CROSSING OF A ROAD TO A MINE, 37 FEET NORTHWEST OF THE EIGHTH POLE
 RX0036'NORTH-NORTHWEST OF MILEPOST 206, 45.7 FEET WEST-SOUTHWEST OF THE NEAR
 RX0036'RAIL, 2.8 FEET EAST-NORTHEAST OF A FENCE, 1.8 FEET WEST-SOUTHWEST OF A
 RX0036'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 RX0036'GRANITE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 RX0036
 RX0036                          STATION RECOVERY (1979)
 RX0036
 RX0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0381 ***********************************************************************
 TN0381  DESIGNATION -  K 9
 TN0381  PID         -  TN0381
 TN0381  STATE/COUNTY-  MT/LINCOLN
 TN0381  USGS QUAD   -  CROWELL MOUNTAIN (1983)
 TN0381
 TN0381                         *CURRENT SURVEY CONTROL
 TN0381  ___________________________________________________________________
 TN0381* NAD 83(1986)-  48 20 13.     (N)    115 50 44.     (W)     SCALED    
 TN0381* NAVD 88     -       733.333  (meters)    2405.94   (feet)  ADJUSTED  
 TN0381  ___________________________________________________________________
 TN0381  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0381  DYNAMIC HT  -         733.366 (meters)    2406.05  (feet)  COMP
 TN0381  MODELED GRAV-     980,633.1   (mgal)                       NAVD 88
 TN0381
 TN0381  VERT ORDER  -  SECOND    CLASS 0
 TN0381
 TN0381.The horizontal coordinates were scaled from a topographic map and have
 TN0381.an estimated accuracy of +/- 6 seconds.
 TN0381
 TN0381.The orthometric height was determined by differential leveling
 TN0381.and adjusted by the National Geodetic Survey in June 1991..
 TN0381
 TN0381.The geoid height was determined by GEOID03.
 TN0381
 TN0381.The dynamic height is computed by dividing the NAVD 88
 TN0381.geopotential number by the normal gravity value computed on the
 TN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0381.degrees latitude (g = 980.6199 gals.).
 TN0381
 TN0381.The modeled gravity was interpolated from observed gravity values.
 TN0381
 TN0381;                    North         East    Units  Estimated Accuracy
 TN0381;SPC MT       -   473,190.      130,230.      MT  (+/- 180 meters Scaled)
 TN0381
 TN0381                          SUPERSEDED SURVEY CONTROL
 TN0381
 TN0381  NGVD 29 (??/??/92)  732.156  (m)         2402.08   (f) ADJ UNCH    2 0
 TN0381
 TN0381.Superseded values are not recommended for survey control.
 TN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0381.See file dsdata.txt to determine how the superseded data were derived.
 TN0381
 TN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP855543(NAD 83)
 TN0381_MARKER: DD = SURVEY DISK
 TN0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0381_STAMPING: K 9 1929
 TN0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0381+STABILITY: SURFACE MOTION
 TN0381
 TN0381  HISTORY     - Date     Condition        Report By
 TN0381  HISTORY     - 1929     MONUMENTED       USGS
 TN0381  HISTORY     - 1934     GOOD             NGS
 TN0381
 TN0381                          STATION DESCRIPTION
 TN0381
 TN0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TN0381'12.1 MI S FROM TROY.
 TN0381'12.1 MILES SOUTH ALONG THE BULL LAKE ROAD FROM TROY, 0.3 MILE NORTH OF
 TN0381'A BRIDGE ABOUT 1 MILE SOUTH OF THE COLBERG RANCH HOUSE, AND 20 FEET
 TN0381'WEST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 TN0381'STAMPED K 9 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0350 ***********************************************************************
 RV0350  DESIGNATION -  K 9 S
 RV0350  PID         -  RV0350
 RV0350  STATE/COUNTY-  MT/WHEATLAND
 RV0350  USGS QUAD   -  HOPLEY CREEK SOUTH (1986)
 RV0350
 RV0350                         *CURRENT SURVEY CONTROL
 RV0350  ___________________________________________________________________
 RV0350* NAD 83(1986)-  46 29 22.     (N)    109 59 26.     (W)     SCALED    
 RV0350* NAVD 88     -      1380.944  (meters)    4530.65   (feet)  ADJUSTED  
 RV0350  ___________________________________________________________________
 RV0350  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 RV0350  DYNAMIC HT  -        1380.636 (meters)    4529.64  (feet)  COMP
 RV0350  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 RV0350
 RV0350  VERT ORDER  -  SECOND    CLASS 0
 RV0350
 RV0350.The horizontal coordinates were scaled from a topographic map and have
 RV0350.an estimated accuracy of +/- 6 seconds.
 RV0350
 RV0350.The orthometric height was determined by differential leveling
 RV0350.and adjusted by the National Geodetic Survey in June 1991..
 RV0350
 RV0350.The geoid height was determined by GEOID03.
 RV0350
 RV0350.The dynamic height is computed by dividing the NAVD 88
 RV0350.geopotential number by the normal gravity value computed on the
 RV0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0350.degrees latitude (g = 980.6199 gals.).
 RV0350
 RV0350.The modeled gravity was interpolated from observed gravity values.
 RV0350
 RV0350;                    North         East    Units  Estimated Accuracy
 RV0350;SPC MT       -   248,970.      562,360.      MT  (+/- 180 meters Scaled)
 RV0350
 RV0350                          SUPERSEDED SURVEY CONTROL
 RV0350
 RV0350  NGVD 29 (??/??/92) 1379.971  (m)         4527.45   (f) ADJ UNCH    2 0
 RV0350
 RV0350.Superseded values are not recommended for survey control.
 RV0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0350.See file dsdata.txt to determine how the superseded data were derived.
 RV0350
 RV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS774489(NAD 83)
 RV0350_MARKER: DS = TRIANGULATION STATION DISK
 RV0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0350_STAMPING: K 9 S 1961
 RV0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0350+STABILITY: SURFACE MOTION
 RV0350
 RV0350  HISTORY     - Date     Condition        Report By
 RV0350  HISTORY     - 1961     MONUMENTED       CGS
 RV0350
 RV0350                          STATION DESCRIPTION
 RV0350
 RV0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0350'10.7 MI NW FROM HARLOWTON.
 RV0350'ABOUT 5.45 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0350'HARLOWTON, THENCE 5.25 MILES NORTHWEST ALONG A GRAVEL ROAD, AT THE
 RV0350'CREST OF A SMALL HILL, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RV0350'34 1/2 FEET EAST OF R.M. NO. 2, 32 FEET WEST OF R.M. NO. 1, 4 FEET
 RV0350'NORTH OF A FENCE, 4 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 RV0350'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0349 ***********************************************************************
 RV0349  DESIGNATION -  K 9 S RM 1
 RV0349  PID         -  RV0349
 RV0349  STATE/COUNTY-  MT/WHEATLAND
 RV0349  USGS QUAD   -  HOPLEY CREEK SOUTH (1986)
 RV0349
 RV0349                         *CURRENT SURVEY CONTROL
 RV0349  ___________________________________________________________________
 RV0349* NAD 83(1986)-  46 29 22.     (N)    109 59 24.     (W)     SCALED    
 RV0349* NAVD 88     -      1380.853  (meters)    4530.35   (feet)  ADJUSTED  
 RV0349  ___________________________________________________________________
 RV0349  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 RV0349  DYNAMIC HT  -        1380.546 (meters)    4529.34  (feet)  COMP
 RV0349  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 RV0349
 RV0349  VERT ORDER  -  SECOND    CLASS 0
 RV0349
 RV0349.The horizontal coordinates were scaled from a topographic map and have
 RV0349.an estimated accuracy of +/- 6 seconds.
 RV0349
 RV0349.The orthometric height was determined by differential leveling
 RV0349.and adjusted by the National Geodetic Survey in June 1991..
 RV0349
 RV0349.The geoid height was determined by GEOID03.
 RV0349
 RV0349.The dynamic height is computed by dividing the NAVD 88
 RV0349.geopotential number by the normal gravity value computed on the
 RV0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0349.degrees latitude (g = 980.6199 gals.).
 RV0349
 RV0349.The modeled gravity was interpolated from observed gravity values.
 RV0349
 RV0349;                    North         East    Units  Estimated Accuracy
 RV0349;SPC MT       -   248,970.      562,400.      MT  (+/- 180 meters Scaled)
 RV0349
 RV0349                          SUPERSEDED SURVEY CONTROL
 RV0349
 RV0349  NGVD 29 (??/??/92) 1379.881  (m)         4527.16   (f) ADJ UNCH    2 0
 RV0349
 RV0349.Superseded values are not recommended for survey control.
 RV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0349.See file dsdata.txt to determine how the superseded data were derived.
 RV0349
 RV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS775489(NAD 83)
 RV0349_MARKER: DR = REFERENCE MARK DISK
 RV0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0349_STAMPING: K 9 S NO 1 1961
 RV0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0349+STABILITY: SURFACE MOTION
 RV0349
 RV0349  HISTORY     - Date     Condition        Report By
 RV0349  HISTORY     - 1961     MONUMENTED       CGS
 RV0349
 RV0349                          STATION DESCRIPTION
 RV0349
 RV0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0349'10.7 MI NW FROM HARLOWTON.
 RV0349'ABOUT 5.45 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0349'HARLOWTON, THENCE 5.25 MILES NORTHWEST ALONG A GRAVEL ROAD, AT THE
 RV0349'CREST OF A SMALL HILL, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RV0349'32 FEET EAST OF THE TRIANGULATION STATION, 66 1/2 FEET EAST OF R.M.
 RV0349'NO. 2, 1 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD AND IN THE
 RV0349'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0351 ***********************************************************************
 RV0351  DESIGNATION -  K 9 S RM 2
 RV0351  PID         -  RV0351
 RV0351  STATE/COUNTY-  MT/WHEATLAND
 RV0351  USGS QUAD   -  HOPLEY CREEK SOUTH (1986)
 RV0351
 RV0351                         *CURRENT SURVEY CONTROL
 RV0351  ___________________________________________________________________
 RV0351* NAD 83(1986)-  46 29 22.     (N)    109 59 27.     (W)     SCALED    
 RV0351* NAVD 88     -      1380.930  (meters)    4530.60   (feet)  ADJUSTED  
 RV0351  ___________________________________________________________________
 RV0351  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 RV0351  DYNAMIC HT  -        1380.623 (meters)    4529.59  (feet)  COMP
 RV0351  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 RV0351
 RV0351  VERT ORDER  -  SECOND    CLASS 0
 RV0351
 RV0351.The horizontal coordinates were scaled from a topographic map and have
 RV0351.an estimated accuracy of +/- 6 seconds.
 RV0351
 RV0351.The orthometric height was determined by differential leveling
 RV0351.and adjusted by the National Geodetic Survey in June 1991..
 RV0351
 RV0351.The geoid height was determined by GEOID03.
 RV0351
 RV0351.The dynamic height is computed by dividing the NAVD 88
 RV0351.geopotential number by the normal gravity value computed on the
 RV0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0351.degrees latitude (g = 980.6199 gals.).
 RV0351
 RV0351.The modeled gravity was interpolated from observed gravity values.
 RV0351
 RV0351;                    North         East    Units  Estimated Accuracy
 RV0351;SPC MT       -   248,970.      562,340.      MT  (+/- 180 meters Scaled)
 RV0351
 RV0351                          SUPERSEDED SURVEY CONTROL
 RV0351
 RV0351  NGVD 29 (??/??/92) 1379.958  (m)         4527.41   (f) ADJ UNCH    2 0
 RV0351
 RV0351.Superseded values are not recommended for survey control.
 RV0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0351.See file dsdata.txt to determine how the superseded data were derived.
 RV0351
 RV0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS774489(NAD 83)
 RV0351_MARKER: DR = REFERENCE MARK DISK
 RV0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0351_STAMPING: K 9 S NO 2 1961
 RV0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0351+STABILITY: SURFACE MOTION
 RV0351
 RV0351  HISTORY     - Date     Condition        Report By
 RV0351  HISTORY     - 1961     MONUMENTED       CGS
 RV0351
 RV0351                          STATION DESCRIPTION
 RV0351
 RV0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0351'10.7 MI NW FROM HARLOWTON.
 RV0351'ABOUT 5.45 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RV0351'HARLOWTON, THENCE 5.25 MILES NORTHWEST ALONG A GRAVEL ROAD, AT THE
 RV0351'CREST OF A SMALL HILL, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RV0351'34 1/2 FEET WEST OF K 9 S, 66 1/2 FEET WEST OF R.M. NO. 1, 4 FEET
 RV0351'NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 RV0351'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0009 ***********************************************************************
 TH0009  DESIGNATION -  K 90
 TH0009  PID         -  TH0009
 TH0009  STATE/COUNTY-  MT/SHERIDAN
 TH0009  USGS QUAD   -  ANTELOPE (1988)
 TH0009
 TH0009                         *CURRENT SURVEY CONTROL
 TH0009  ___________________________________________________________________
 TH0009* NAD 83(1986)-  48 44 14.     (N)    104 29 05.     (W)     SCALED    
 TH0009* NAVD 88     -       609.924  (meters)    2001.06   (feet)  ADJUSTED  
 TH0009  ___________________________________________________________________
 TH0009  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TH0009  DYNAMIC HT  -         610.025 (meters)    2001.39  (feet)  COMP
 TH0009  MODELED GRAV-     980,757.3   (mgal)                       NAVD 88
 TH0009
 TH0009  VERT ORDER  -  FIRST     CLASS II
 TH0009
 TH0009.The horizontal coordinates were scaled from a topographic map and have
 TH0009.an estimated accuracy of +/- 6 seconds.
 TH0009
 TH0009.The orthometric height was determined by differential leveling
 TH0009.and adjusted by the National Geodetic Survey in June 1991..
 TH0009
 TH0009.The geoid height was determined by GEOID03.
 TH0009
 TH0009.The dynamic height is computed by dividing the NAVD 88
 TH0009.geopotential number by the normal gravity value computed on the
 TH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0009.degrees latitude (g = 980.6199 gals.).
 TH0009
 TH0009.The modeled gravity was interpolated from observed gravity values.
 TH0009
 TH0009;                    North         East    Units  Estimated Accuracy
 TH0009;SPC MT       -   510,450.      968,600.      MT  (+/- 180 meters Scaled)
 TH0009
 TH0009                          SUPERSEDED SURVEY CONTROL
 TH0009
 TH0009  NGVD 29 (??/??/92)  609.472  (m)         1999.58   (f) ADJ UNCH    1 2
 TH0009
 TH0009.Superseded values are not recommended for survey control.
 TH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0009.See file dsdata.txt to determine how the superseded data were derived.
 TH0009
 TH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP378983(NAD 83)
 TH0009_MARKER: DB = BENCH MARK DISK
 TH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0009_STAMPING: K 90 1934
 TH0009_MARK LOGO: CGS   
 TH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0009+STABILITY: SURFACE MOTION
 TH0009
 TH0009  HISTORY     - Date     Condition        Report By
 TH0009  HISTORY     - 1934     MONUMENTED       CGS
 TH0009  HISTORY     - 1981     GOOD             NGS
 TH0009
 TH0009                          STATION DESCRIPTION
 TH0009
 TH0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TH0009'3.8 MI N FROM ANTELOPE.
 TH0009'3.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM ANTELOPE,
 TH0009'SHERIDAN COUNTY, 17 FEET NORTH OF MILEPOST 50, 58 FEET EAST OF THE
 TH0009'CENTERLINE OF THE TRACK, AND 25 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 TH0009'STANDARD DISK, STAMPED K 90 1934 AND SET IN THE TOP OF A CONCRETE
 TH0009'POST.
 TH0009
 TH0009                          STATION RECOVERY (1981)
 TH0009
 TH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0009'NOTE=WITNESS POST ADDED AT THIS TIME.
 TH0009'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 TH0009'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0237 ***********************************************************************
 TJ0237  DESIGNATION -  K 91
 TJ0237  PID         -  TJ0237
 TJ0237  STATE/COUNTY-  MT/VALLEY
 TJ0237  USGS QUAD   -  BAYLOR (1973)
 TJ0237
 TJ0237                         *CURRENT SURVEY CONTROL
 TJ0237  ___________________________________________________________________
 TJ0237* NAD 83(1986)-  48 38 09.     (N)    106 29 33.     (W)     SCALED    
 TJ0237* NAVD 88     -       893.746  (meters)    2932.23   (feet)  ADJUSTED  
 TJ0237  ___________________________________________________________________
 TJ0237  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TJ0237  DYNAMIC HT  -         893.848 (meters)    2932.57  (feet)  COMP
 TJ0237  MODELED GRAV-     980,693.8   (mgal)                       NAVD 88
 TJ0237
 TJ0237  VERT ORDER  -  SECOND    CLASS 0
 TJ0237
 TJ0237.The horizontal coordinates were scaled from a topographic map and have
 TJ0237.an estimated accuracy of +/- 6 seconds.
 TJ0237
 TJ0237.The orthometric height was determined by differential leveling
 TJ0237.and adjusted by the National Geodetic Survey in June 1991..
 TJ0237
 TJ0237.The geoid height was determined by GEOID03.
 TJ0237
 TJ0237.The dynamic height is computed by dividing the NAVD 88
 TJ0237.geopotential number by the normal gravity value computed on the
 TJ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0237.degrees latitude (g = 980.6199 gals.).
 TJ0237
 TJ0237.The modeled gravity was interpolated from observed gravity values.
 TJ0237
 TJ0237;                    North         East    Units  Estimated Accuracy
 TJ0237;SPC MT       -   491,630.      821,570.      MT  (+/- 180 meters Scaled)
 TJ0237
 TJ0237                          SUPERSEDED SURVEY CONTROL
 TJ0237
 TJ0237  NGVD 29 (??/??/92)  893.079  (m)         2930.04   (f) ADJ UNCH    2 0
 TJ0237
 TJ0237.Superseded values are not recommended for survey control.
 TJ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0237.See file dsdata.txt to determine how the superseded data were derived.
 TJ0237
 TJ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP900880(NAD 83)
 TJ0237_MARKER: DB = BENCH MARK DISK
 TJ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0237_STAMPING: K 91 1934
 TJ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0237+STABILITY: SURFACE MOTION
 TJ0237
 TJ0237  HISTORY     - Date     Condition        Report By
 TJ0237  HISTORY     - 1934     MONUMENTED       CGS
 TJ0237  HISTORY     - 1948     GOOD             NGS
 TJ0237  HISTORY     - 1953     GOOD             NGS
 TJ0237
 TJ0237                          STATION DESCRIPTION
 TJ0237
 TJ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0237'16.9 MI SW FROM OPHEIM.
 TJ0237'16.3 MILES SOUTH ALONG THE OPHEIM-GLASGOW HIGHWAY FROM THE GREAT
 TJ0237'NORTHERN RAILWAY STATION AT OPHEIM, THENCE 0.6 MILE WEST ALONG A
 TJ0237'GRADED DIRT ROAD, 206 YARDS (PACED) WEST OF THE CENTER LINE OF A
 TJ0237'DRIVEWAY LEADING SOUTH TO A FARMHOUSE, 108.0 FEET WEST OF A T FENCE
 TJ0237'CORNER AT THE NORTHWEST CORNER OF A WINDBREAK OF SMALL TREES, 42.0
 TJ0237'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11.6 FEET SOUTH OF A FENCE,
 TJ0237'0.8 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 TJ0237'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 TJ0237
 TJ0237                          STATION RECOVERY (1953)
 TJ0237
 TJ0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 TJ0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0129 ***********************************************************************
 TK0129  DESIGNATION -  K 92
 TK0129  PID         -  TK0129
 TK0129  STATE/COUNTY-  MT/BLAINE
 TK0129  USGS QUAD   -  PUTNAM LAKE (1971)
 TK0129
 TK0129                         *CURRENT SURVEY CONTROL
 TK0129  ___________________________________________________________________
 TK0129* NAD 83(1986)-  48 12 55.     (N)    108 57 08.     (W)     SCALED    
 TK0129* NAVD 88     -       989.347  (meters)    3245.88   (feet)  ADJUSTED  
 TK0129  ___________________________________________________________________
 TK0129  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 TK0129  DYNAMIC HT  -         989.395 (meters)    3246.04  (feet)  COMP
 TK0129  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 TK0129
 TK0129  VERT ORDER  -  SECOND    CLASS 0
 TK0129
 TK0129.The horizontal coordinates were scaled from a topographic map and have
 TK0129.an estimated accuracy of +/- 6 seconds.
 TK0129
 TK0129.The orthometric height was determined by differential leveling
 TK0129.and adjusted by the National Geodetic Survey in June 1991..
 TK0129
 TK0129.The geoid height was determined by GEOID03.
 TK0129
 TK0129.The dynamic height is computed by dividing the NAVD 88
 TK0129.geopotential number by the normal gravity value computed on the
 TK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0129.degrees latitude (g = 980.6199 gals.).
 TK0129
 TK0129.The modeled gravity was interpolated from observed gravity values.
 TK0129
 TK0129;                    North         East    Units  Estimated Accuracy
 TK0129;SPC MT       -   440,770.      640,690.      MT  (+/- 180 meters Scaled)
 TK0129
 TK0129                          SUPERSEDED SURVEY CONTROL
 TK0129
 TK0129  NGVD 29 (??/??/92)  988.542  (m)         3243.24   (f) ADJ UNCH    2 0
 TK0129
 TK0129.Superseded values are not recommended for survey control.
 TK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0129.See file dsdata.txt to determine how the superseded data were derived.
 TK0129
 TK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU521422(NAD 83)
 TK0129_MARKER: DB = BENCH MARK DISK
 TK0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TK0129_STAMPING: K 92 1934
 TK0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0129+STABILITY: SURFACE MOTION
 TK0129
 TK0129  HISTORY     - Date     Condition        Report By
 TK0129  HISTORY     - 1934     MONUMENTED       CGS
 TK0129  HISTORY     - 1971     MARK NOT FOUND   USGS
 TK0129
 TK0129                          STATION DESCRIPTION
 TK0129
 TK0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0129'IN SANDCLIFFS.
 TK0129'AT SANDCLIFFS, BLAINE COUNTY, ON THE ROAD LEADING TO CHINOOK, AT THE
 TK0129'ENTRANCE TO THE SANDCLIFFS RANCH, AND 3 FEET EAST OF THE WEST FENCE. A
 TK0129'STANDARD DISK, STAMPED K 92 1934 AND SET IN THE TOP OF A CONCRETE
 TK0129'POST.
 TK0129
 TK0129                          STATION RECOVERY (1971)
 TK0129
 TK0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TK0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0253 ***********************************************************************
 TK0253  DESIGNATION -  K 93
 TK0253  PID         -  TK0253
 TK0253  STATE/COUNTY-  MT/HILL
 TK0253  USGS QUAD   -  COWAN RESERVOIR (1984)
 TK0253
 TK0253                         *CURRENT SURVEY CONTROL
 TK0253  ___________________________________________________________________
 TK0253* NAD 83(1986)-  48 20 50.     (N)    109 58 32.     (W)     SCALED    
 TK0253* NAVD 88     -       801.496  (meters)    2629.57   (feet)  POSTED    
 TK0253  ___________________________________________________________________
 TK0253  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 TK0253  DYNAMIC HT  -         801.560 (meters)    2629.78  (feet)  COMP
 TK0253  MODELED GRAV-     980,658.9   (mgal)                       NAVD 88
 TK0253
 TK0253  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TK0253
 TK0253.The horizontal coordinates were scaled from a topographic map and have
 TK0253.an estimated accuracy of +/- 6 seconds.
 TK0253
 TK0253.The orthometric height was determined by differential leveling
 TK0253.and adjusted by the National Geodetic Survey in 1992..
 TK0253.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TK0253.rate of 2.1 thru 3.0 mm/km.
 TK0253
 TK0253.The geoid height was determined by GEOID03.
 TK0253
 TK0253.The dynamic height is computed by dividing the NAVD 88
 TK0253.geopotential number by the normal gravity value computed on the
 TK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0253.degrees latitude (g = 980.6199 gals.).
 TK0253
 TK0253.The modeled gravity was interpolated from observed gravity values.
 TK0253
 TK0253;                    North         East    Units  Estimated Accuracy
 TK0253;SPC MT       -   455,400.      564,760.      MT  (+/- 180 meters Scaled)
 TK0253
 TK0253                          SUPERSEDED SURVEY CONTROL
 TK0253
 TK0253  NGVD 29 (??/??/92)  800.657  (m)         2626.82   (f) ADJ UNCH    2 0
 TK0253
 TK0253.Superseded values are not recommended for survey control.
 TK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0253.See file dsdata.txt to determine how the superseded data were derived.
 TK0253
 TK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU759554(NAD 83)
 TK0253_MARKER: DB = BENCH MARK DISK
 TK0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TK0253_SP_SET: CONCRETE POST
 TK0253_STAMPING: K 93 1934
 TK0253_MARK LOGO: CGS   
 TK0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0253+STABILITY: SURFACE MOTION
 TK0253
 TK0253  HISTORY     - Date     Condition        Report By
 TK0253  HISTORY     - 1934     MONUMENTED       CGS
 TK0253  HISTORY     - 19860812 GOOD             NGS
 TK0253
 TK0253                          STATION DESCRIPTION
 TK0253
 TK0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TK0253'2.6 MI NE FROM BOX ELDER.
 TK0253'2.6 MILES NE OF AND ALONG THE G N R R 321 YARDS S OF A ROAD CROSSING
 TK0253'AND ON OPPOSITE SIDE OF TRACK FROM MILE POST 18.  56 FEET E OF CENTER
 TK0253'OF TRACK.  6 FEET E OF R/W FENCE.
 TK0253
 TK0253                          STATION RECOVERY (1986)
 TK0253
 TK0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TK0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0690 ***********************************************************************
 TK0690  DESIGNATION -  K 93 RESET
 TK0690  PID         -  TK0690
 TK0690  STATE/COUNTY-  MT/HILL
 TK0690  USGS QUAD   -  COWAN RESERVOIR (1984)
 TK0690
 TK0690                         *CURRENT SURVEY CONTROL
 TK0690  ___________________________________________________________________
 TK0690* NAD 83(1986)-  48 20 50.     (N)    109 58 32.     (W)     SCALED    
 TK0690* NAVD 88     -       801.52   (meters)    2629.7    (feet)  RESET     
 TK0690  ___________________________________________________________________
 TK0690  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 TK0690
 TK0690  VERT ORDER  -  THIRD
 TK0690
 TK0690.The horizontal coordinates were scaled from a topographic map and have
 TK0690.an estimated accuracy of +/- 6 seconds.
 TK0690
 TK0690.The orthometric height was computed from unverified reset data.
 TK0690.No vertical observational check was made to the station.
 TK0690
 TK0690.The geoid height was determined by GEOID03.
 TK0690
 TK0690;                    North         East    Units  Estimated Accuracy
 TK0690;SPC MT       -   455,400.      564,760.      MT  (+/- 180 meters Scaled)
 TK0690
 TK0690                          SUPERSEDED SURVEY CONTROL
 TK0690
 TK0690  NGVD 29 (03/30/06)  800.68   (m)         2626.9    (f) RESET       3  
 TK0690
 TK0690.Superseded values are not recommended for survey control.
 TK0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0690.See file dsdata.txt to determine how the superseded data were derived.
 TK0690
 TK0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU759554(NAD 83)
 TK0690_MARKER: DV = VERTICAL CONTROL DISK
 TK0690_SETTING: 0 = UNSPECIFIED SETTING
 TK0690_STAMPING: K 93 RESET 1986
 TK0690_MARK LOGO: NGS   
 TK0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 TK0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0690
 TK0690  HISTORY     - Date     Condition        Report By
 TK0690  HISTORY     - 1986     MONUMENTED       NGS
 TK0690
 TK0690                          STATION DESCRIPTION
 TK0690
 TK0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 TK0690'4.16 KM (2.60 MI) NORTHEAST ALONG THE EAST RIGHT-OF-WAY OF US HIGHWAY
 TK0690'87 FROM THE POST OFFICE IN BOX ELDER, 0.26 M (0.85 FT) WEST OF A
 TK0690'FENCE, 0.27 M (0.89 FT) SOUTH OF A WITNESS POST, 19.35 M (63.48 FT)
 TK0690'EAST OF THE CENTER OF THE HIGHWAY, 32.0 M (105.0 FT) NORTH OF MILE
 TK0690'MARKER 93, MARK IS A PRECAST ALUMINUM MARKER, ABOUT LEVEL WITH THE
 TK0690'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0050 ***********************************************************************
 TL0050  DESIGNATION -  K 94 RESET
 TL0050  PID         -  TL0050
 TL0050  STATE/COUNTY-  MT/CHOUTEAU
 TL0050  USGS QUAD   -  BIG SANDY (1969)
 TL0050
 TL0050                         *CURRENT SURVEY CONTROL
 TL0050  ___________________________________________________________________
 TL0050* NAD 83(1986)-  48 09 03.     (N)    110 06 20.     (W)     SCALED    
 TL0050* NAVD 88     -       823.24   (meters)    2700.9    (feet)  RESET     
 TL0050  ___________________________________________________________________
 TL0050  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TL0050
 TL0050  VERT ORDER  -  THIRD
 TL0050
 TL0050.The horizontal coordinates were scaled from a topographic map and have
 TL0050.an estimated accuracy of +/- 6 seconds.
 TL0050
 TL0050.The orthometric height was computed from unverified reset data.
 TL0050
 TL0050.The geoid height was determined by GEOID03.
 TL0050
 TL0050;                    North         East    Units  Estimated Accuracy
 TL0050;SPC MT       -   433,630.      554,960.      MT  (+/- 180 meters Scaled)
 TL0050
 TL0050                          SUPERSEDED SURVEY CONTROL
 TL0050
 TL0050.No superseded survey control is available for this station.
 TL0050
 TL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU665334(NAD 83)
 TL0050_MARKER: DB = BENCH MARK DISK
 TL0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0050_STAMPING: K 94 RESET 1952
 TL0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0050+STABILITY: SURFACE MOTION
 TL0050
 TL0050  HISTORY     - Date     Condition        Report By
 TL0050  HISTORY     - 1952     MONUMENTED       MTDH
 TL0050
 TL0050                          STATION DESCRIPTION
 TL0050
 TL0050'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1952
 TL0050'2.2 MI SE FROM BIG SANDY.
 TL0050'2.2 MILES SOUTHEAST ALONG THE BIG SANDY-WINIFRED ROAD FROM THE
 TL0050'NORTHERN MONTANA STATE BANK AT BIG SANDY, AT THE JUNCTION OF A ROAD
 TL0050'LEADING EAST, 142 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 TL0050'EAST, 70 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 TL0050'UNDER THE RIGHT-OF-WAY FENCE, AND 1.6 FEET NORTH OF A WHITE WOODEN
 TL0050'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0856 ***********************************************************************
 SR0856  DESIGNATION -  K 95
 SR0856  PID         -  SR0856
 SR0856  STATE/COUNTY-  MT/FERGUS
 SR0856  USGS QUAD   -  COUNCIL ISLAND (1978)
 SR0856
 SR0856                         *CURRENT SURVEY CONTROL
 SR0856  ___________________________________________________________________
 SR0856* NAD 83(1986)-  47 38 58.     (N)    109 36 03.     (W)     SCALED    
 SR0856* NAVD 88     -      1005.419  (meters)    3298.61   (feet)  ADJUSTED  
 SR0856  ___________________________________________________________________
 SR0856  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 SR0856  DYNAMIC HT  -        1005.393 (meters)    3298.53  (feet)  COMP
 SR0856  MODELED GRAV-     980,551.5   (mgal)                       NAVD 88
 SR0856
 SR0856  VERT ORDER  -  SECOND    CLASS 0
 SR0856
 SR0856.The horizontal coordinates were scaled from a topographic map and have
 SR0856.an estimated accuracy of +/- 6 seconds.
 SR0856
 SR0856.The orthometric height was determined by differential leveling
 SR0856.and adjusted by the National Geodetic Survey in June 1991..
 SR0856
 SR0856.The geoid height was determined by GEOID03.
 SR0856
 SR0856.The dynamic height is computed by dividing the NAVD 88
 SR0856.geopotential number by the normal gravity value computed on the
 SR0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0856.degrees latitude (g = 980.6199 gals.).
 SR0856
 SR0856.The modeled gravity was interpolated from observed gravity values.
 SR0856
 SR0856;                    North         East    Units  Estimated Accuracy
 SR0856;SPC MT       -   377,740.      592,430.      MT  (+/- 180 meters Scaled)
 SR0856
 SR0856                          SUPERSEDED SURVEY CONTROL
 SR0856
 SR0856  NGVD 29 (??/??/92) 1004.584  (m)         3295.87   (f) ADJ UNCH    2 0
 SR0856
 SR0856.Superseded values are not recommended for survey control.
 SR0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0856.See file dsdata.txt to determine how the superseded data were derived.
 SR0856
 SR0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT050782(NAD 83)
 SR0856_MARKER: DB = BENCH MARK DISK
 SR0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0856_STAMPING: K 95 1934
 SR0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0856+STABILITY: SURFACE MOTION
 SR0856
 SR0856  HISTORY     - Date     Condition        Report By
 SR0856  HISTORY     - 1934     MONUMENTED       CGS
 SR0856
 SR0856                          STATION DESCRIPTION
 SR0856
 SR0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SR0856'9.5 MI SE FROM JUDITH.
 SR0856'9.5 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM JUDITH, 154 YARDS WEST
 SR0856'OF A WIRE GATE AT A ROAD LEADING NORTH, 52 FEET NORTH OF THE
 SR0856'CENTERLINE OF THE HIGHWAY, AT A FENCE CORNER, AND 11 FEET NORTH OF THE
 SR0856'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 95 1934 AND SET IN THE
 SR0856'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0018 ***********************************************************************
 SS0018  DESIGNATION -  K 96
 SS0018  PID         -  SS0018
 SS0018  STATE/COUNTY-  MT/CHOUTEAU
 SS0018  USGS QUAD   -  SHONKIN (1972)
 SS0018
 SS0018                         *CURRENT SURVEY CONTROL
 SS0018  ___________________________________________________________________
 SS0018* NAD 83(1986)-  47 43 50.     (N)    110 30 32.     (W)     SCALED    
 SS0018* NAVD 88     -       998.944  (meters)    3277.37   (feet)  ADJUSTED  
 SS0018  ___________________________________________________________________
 SS0018  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 SS0018  DYNAMIC HT  -         998.927 (meters)    3277.31  (feet)  COMP
 SS0018  MODELED GRAV-     980,560.0   (mgal)                       NAVD 88
 SS0018
 SS0018  VERT ORDER  -  SECOND    CLASS 0
 SS0018
 SS0018.The horizontal coordinates were scaled from a topographic map and have
 SS0018.an estimated accuracy of +/- 6 seconds.
 SS0018
 SS0018.The orthometric height was determined by differential leveling
 SS0018.and adjusted by the National Geodetic Survey in June 1991..
 SS0018
 SS0018.The geoid height was determined by GEOID03.
 SS0018
 SS0018.The dynamic height is computed by dividing the NAVD 88
 SS0018.geopotential number by the normal gravity value computed on the
 SS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0018.degrees latitude (g = 980.6199 gals.).
 SS0018
 SS0018.The modeled gravity was interpolated from observed gravity values.
 SS0018
 SS0018;                    North         East    Units  Estimated Accuracy
 SS0018;SPC MT       -   387,240.      524,360.      MT  (+/- 180 meters Scaled)
 SS0018
 SS0018                          SUPERSEDED SURVEY CONTROL
 SS0018
 SS0018  NGVD 29 (??/??/92)  998.077  (m)         3274.52   (f) ADJ UNCH    2 0
 SS0018
 SS0018.Superseded values are not recommended for survey control.
 SS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0018.See file dsdata.txt to determine how the superseded data were derived.
 SS0018
 SS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT368864(NAD 83)
 SS0018_MARKER: DB = BENCH MARK DISK
 SS0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0018_STAMPING: K 96 1934
 SS0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0018+STABILITY: SURFACE MOTION
 SS0018
 SS0018  HISTORY     - Date     Condition        Report By
 SS0018  HISTORY     - 1934     MONUMENTED       CGS
 SS0018  HISTORY     - 1972     GOOD             USGS
 SS0018
 SS0018                          STATION DESCRIPTION
 SS0018
 SS0018'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SS0018'13.5 MI SE FROM FORT BENTON.
 SS0018'ABOUT 6 MILES SOUTH AND 7 1/2 MILES EAST OF FORT BENTON.  T 23 N, R 10
 SS0018'E, IN SOUTHWEST CORNER OF SECTION 19, ABOUT 100 FEET NORTH OF MR.
 SS0018'CHARLES SHAWS FARM HOUSE.  A STANDARD DISK STAMPED K-96 1934 AND SET
 SS0018'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0138 ***********************************************************************
 TL0138  DESIGNATION -  K 97 RESET
 TL0138  PID         -  TL0138
 TL0138  STATE/COUNTY-  MT/LIBERTY
 TL0138  USGS QUAD   -  GOOSE BILL BUTTE NW (1970)
 TL0138
 TL0138                         *CURRENT SURVEY CONTROL
 TL0138  ___________________________________________________________________
 TL0138* NAD 83(1986)-  48 14 19.     (N)    110 53 33.     (W)     SCALED    
 TL0138* NAVD 88     -       900.81   (meters)    2955.4    (feet)  RESET     
 TL0138  ___________________________________________________________________
 TL0138  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 TL0138
 TL0138  VERT ORDER  -  THIRD
 TL0138
 TL0138.The horizontal coordinates were scaled from a topographic map and have
 TL0138.an estimated accuracy of +/- 6 seconds.
 TL0138
 TL0138.The orthometric height was computed from unverified reset data.
 TL0138
 TL0138.The geoid height was determined by GEOID03.
 TL0138
 TL0138;                    North         East    Units  Estimated Accuracy
 TL0138;SPC MT       -   444,140.      496,610.      MT  (+/- 180 meters Scaled)
 TL0138
 TL0138                          SUPERSEDED SURVEY CONTROL
 TL0138
 TL0138.No superseded survey control is available for this station.
 TL0138
 TL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU079428(NAD 83)
 TL0138_MARKER: DB = BENCH MARK DISK
 TL0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0138_STAMPING: K 97 1934 RESET 1970
 TL0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0138+STABILITY: SURFACE MOTION
 TL0138
 TL0138  HISTORY     - Date     Condition        Report By
 TL0138  HISTORY     - 1970     MONUMENTED       NGS
 TL0138  HISTORY     - 1970     GOOD             USGS
 TL0138
 TL0138                          STATION DESCRIPTION
 TL0138
 TL0138'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 TL0138'21.5 MI SE FROM CHESTER.
 TL0138'CHESTER, 19.3 MILES SOUTH ALONG STATE HIGHWAY 223 FROM THE JUNCTION OF
 TL0138'U.S. HIGHWAY 2, THENCE 2.1 MILES SOUTHEAST ALONG A DIRT FARM ROAD
 TL0138'(ORIGINAL HIGHWAY), 36 FEET WEST OF CENTER OF ROAD, 3 FEET EAST OF
 TL0138'FENCE.  A STANDARD DISK STAMPED K 97 1934 RESET 1970 AND SET IN THE
 TL0138'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0276 ***********************************************************************
 TL0276  DESIGNATION -  K 99
 TL0276  PID         -  TL0276
 TL0276  STATE/COUNTY-  MT/PONDERA
 TL0276  USGS QUAD   -  FOWLER COULEE SW (1967)
 TL0276
 TL0276                         *CURRENT SURVEY CONTROL
 TL0276  ___________________________________________________________________
 TL0276* NAD 83(1986)-  48 02 11.     (N)    111 44 28.     (W)     SCALED    
 TL0276* NAVD 88     -      1047.988  (meters)    3438.27   (feet)  POSTED    
 TL0276  ___________________________________________________________________
 TL0276  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 TL0276  DYNAMIC HT  -        1047.990 (meters)    3438.28  (feet)  COMP
 TL0276  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 TL0276
 TL0276  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0276
 TL0276.The horizontal coordinates were scaled from a topographic map and have
 TL0276.an estimated accuracy of +/- 6 seconds.
 TL0276
 TL0276.The orthometric height was determined by differential leveling
 TL0276.and adjusted by the National Geodetic Survey in 1992..
 TL0276.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0276.rate of 0.0 thru 1.0 mm/km.
 TL0276
 TL0276.The geoid height was determined by GEOID03.
 TL0276
 TL0276.The dynamic height is computed by dividing the NAVD 88
 TL0276.geopotential number by the normal gravity value computed on the
 TL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0276.degrees latitude (g = 980.6199 gals.).
 TL0276
 TL0276.The modeled gravity was interpolated from observed gravity values.
 TL0276
 TL0276;                    North         East    Units  Estimated Accuracy
 TL0276;SPC MT       -   423,130.      432,970.      MT  (+/- 180 meters Scaled)
 TL0276
 TL0276                          SUPERSEDED SURVEY CONTROL
 TL0276
 TL0276  NGVD 29 (??/??/92) 1047.050  (m)         3435.20   (f) ADJ UNCH    2 0
 TL0276
 TL0276.Superseded values are not recommended for survey control.
 TL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0276.See file dsdata.txt to determine how the superseded data were derived.
 TL0276
 TL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU447206(NAD 83)
 TL0276_MARKER: DB = BENCH MARK DISK
 TL0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0276_STAMPING: K 99 1934
 TL0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0276+STABILITY: SURFACE MOTION
 TL0276
 TL0276  HISTORY     - Date     Condition        Report By
 TL0276  HISTORY     - 1934     MONUMENTED       CGS
 TL0276  HISTORY     - 1967     MARK NOT FOUND   USGS
 TL0276
 TL0276                          STATION DESCRIPTION
 TL0276
 TL0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TL0276'4.7 MI E FROM BARDY.
 TL0276'4.7 MILES EAST ALONG THE CARTER ROAD FROM BRADY, PONDERA COUNTY, 40
 TL0276'FEET NORTH OF THE CENTERLINE OF THE ROAD, AT A FENCE CORNER, AND 10
 TL0276'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 99
 TL0276'1934 AND SET IN THE TOP OF A CONCRETE POST.
 TL0276
 TL0276                          STATION RECOVERY (1967)
 TL0276
 TL0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TL0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0610 ***********************************************************************
 ST0610  DESIGNATION -  KAH
 ST0610  PID         -  ST0610
 ST0610  STATE/COUNTY-  MT/FLATHEAD
 ST0610  USGS QUAD   -  CONNOR CREEK (1994)
 ST0610
 ST0610                         *CURRENT SURVEY CONTROL
 ST0610  ___________________________________________________________________
 ST0610* NAD 83(1992)-  47 59 31.74380(N)    113 39 39.88777(W)     ADJUSTED  
 ST0610* NAVD 88     -      1946.5    (meters)    6386.     (feet)  VERTCON   
 ST0610  ___________________________________________________________________
 ST0610  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 ST0610  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 ST0610
 ST0610  HORZ ORDER  -  THIRD
 ST0610
 ST0610.The horizontal coordinates were established by classical geodetic methods
 ST0610.and adjusted by the National Geodetic Survey in July 1992..
 ST0610
 ST0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0610
 ST0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0610
 ST0610.The geoid height was determined by GEOID03.
 ST0610
 ST0610;                    North         East     Units Scale Factor Converg.
 ST0610;SPC MT       -   424,067.362   289,719.963   MT  0.99953915   -3 02 37.9
 ST0610;SPC MT       - 1,391,297.12    950,524.81   iFT  0.99953915   -3 02 37.9
 ST0610;UTM  12      - 5,318,854.691   301,472.664   MT  1.00008432   -1 58 40.7
 ST0610
 ST0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0610!SPC MT       -   0.99969728  x   0.99953915  =   0.99923657
 ST0610!UTM  12      -   0.99969728  x   1.00008432  =   0.99978158
 ST0610
 ST0610:                Primary Azimuth Mark                     Grid Az
 ST0610:SPC MT       -  BAPTISTE L O                             003 38 54.7
 ST0610:UTM  12      -  BAPTISTE L O                             002 34 57.5
 ST0610
 ST0610|---------------------------------------------------------------------|
 ST0610| PID    Reference Object                     Distance      Geod. Az  |
 ST0610|                                                           dddmmss.s |
 ST0610| TM0926 BAPTISTE L O                        APPROX.14.8 KM 0003616.8 |
 ST0610| ST0620 SIX MILE                            APPROX.13.7 KM 2672529.0 |
 ST0610|---------------------------------------------------------------------|
 ST0610
 ST0610                          SUPERSEDED SURVEY CONTROL
 ST0610
 ST0610  NAD 83(1986)-  47 59 31.75590(N)    113 39 39.87535(W) AD(       ) 3
 ST0610  NAD 27      -  47 59 31.92189(N)    113 39 36.54485(W) AD(       ) 3
 ST0610  NGVD 29 (07/19/86) 1945.3    (m)         6382.     (f) VERT ANG       
 ST0610
 ST0610.Superseded values are not recommended for survey control.
 ST0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0610.See file dsdata.txt to determine how the superseded data were derived.
 ST0610
 ST0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU0147318855(NAD 83)
 ST0610
 ST0610  HISTORY     - Date     Condition        Report By
 ST0610  HISTORY     - 1956     MONUMENTED       USGS
 ST0610  HISTORY     - 1956     GOOD             USGS
 ST0610
 ST0610                          STATION DESCRIPTION
 ST0610
 ST0610'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 ST0610'STATION LOCATED ON THE S. POINT OF KAH MOUNTAIN, 50 FT. N. OF KAH
 ST0610'MOUNTAIN LOOKOUT.  STATION IS IN FLATHEAD COUNTY, 4.0 MI. W. OF S.
 ST0610'END OF HUNGRY HORSE RESERVOIR AND 18.0 MI. DUE E. OF FLATHEAD LAKE.
 ST0610'STATION REACHED BY HELICOPTER.
 ST0610'
 ST0610'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED IN SHALE
 ST0610'OUTCROP, AND STAMPED ---KAH 1956---.
 ST0610'
 ST0610'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0609 ***********************************************************************
 ST0609  DESIGNATION -  KAH LOOKOUT
 ST0609  PID         -  ST0609
 ST0609  STATE/COUNTY-  MT/FLATHEAD
 ST0609  USGS QUAD   -  CONNOR CREEK (1994)
 ST0609
 ST0609                         *CURRENT SURVEY CONTROL
 ST0609  ___________________________________________________________________
 ST0609* NAD 83(1992)-  47 59 32.02918(N)    113 39 39.10373(W)     ADJUSTED  
 ST0609* NAVD 88     -                                                        
 ST0609  ___________________________________________________________________
 ST0609  LAPLACE CORR-           7.78  (seconds)                    DEFLEC99
 ST0609  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 ST0609
 ST0609  HORZ ORDER  -  THIRD
 ST0609
 ST0609.The horizontal coordinates were established by classical geodetic methods
 ST0609.and adjusted by the National Geodetic Survey in July 1992..
 ST0609
 ST0609
 ST0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0609
 ST0609.The geoid height was determined by GEOID03.
 ST0609
 ST0609;                    North         East     Units Scale Factor Converg.
 ST0609;SPC MT       -   424,075.297   289,736.655   MT  0.99953918   -3 02 37.3
 ST0609;SPC MT       - 1,391,323.15    950,579.58   iFT  0.99953918   -3 02 37.3
 ST0609;UTM  12      - 5,318,862.939   301,489.215   MT  1.00008424   -1 58 40.1
 ST0609
 ST0609                          SUPERSEDED SURVEY CONTROL
 ST0609
 ST0609  NAD 83(1986)-  47 59 32.04066(N)    113 39 39.09450(W) AD(       ) 4
 ST0609  NAD 27      -  47 59 32.22622(N)    113 39 35.75130(W) AD(       ) 3
 ST0609
 ST0609.Superseded values are not recommended for survey control.
 ST0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0609.See file dsdata.txt to determine how the superseded data were derived.
 ST0609
 ST0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU0148918863(NAD 83)
 ST0609
 ST0609  HISTORY     - Date     Condition        Report By
 ST0609  HISTORY     - UNK      MONUMENTED
 ST0609  HISTORY     - 1940     SEE DESCRIPTION  CGS
 ST0609
 ST0609                          STATION DESCRIPTION
 ST0609
 ST0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 ST0609'KAH FOREST SERVICE LOOKOUT TOWER IS IN THE FLATHEAD NATIONAL
 ST0609'FOREST ON A FLAT TIMBERED RIDGE, 8 MILES NW OF THE SPOTTED BEAR
 ST0609'RANGER STATION, 10 MILES NE OF SWAN LAKE RANGER STATION, AND
 ST0609'3-1/2 MILES W OF S FORK OF THE FLATHEAD RIVER.  THE TOP OF
 ST0609'THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0811 ***********************************************************************
 TN0811  DESIGNATION -  KALISPELL
 TN0811  PID         -  TN0811
 TN0811  STATE/COUNTY-  MT/FLATHEAD
 TN0811  USGS QUAD   -  KALISPELL (1994)
 TN0811
 TN0811                         *CURRENT SURVEY CONTROL
 TN0811  ___________________________________________________________________
 TN0811* NAD 83(1992)-  48 12 30.58581(N)    114 18 09.75426(W)     ADJUSTED  
 TN0811* NAVD 88     -       933.1    (meters)    3061.     (feet)  VERTCON   
 TN0811  ___________________________________________________________________
 TN0811  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 TN0811  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 TN0811
 TN0811  HORZ ORDER  -  FIRST
 TN0811
 TN0811.The horizontal coordinates were established by classical geodetic methods
 TN0811.and adjusted by the National Geodetic Survey in July 1992..
 TN0811
 TN0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0811
 TN0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0811
 TN0811.The geoid height was determined by GEOID03.
 TN0811
 TN0811;                    North         East     Units Scale Factor Converg.
 TN0811;SPC MT       -   450,805.318   243,404.894   MT  0.99961134   -3 30 47.5
 TN0811;SPC MT       - 1,479,020.07    798,572.49   iFT  0.99961134   -3 30 47.5
 TN0811;UTM  11      - 5,342,992.028   700,385.482   MT  1.00009340   +2 00 42.1
 TN0811
 TN0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0811!SPC MT       -   0.99985630  x   0.99961134  =   0.99946770
 TN0811!UTM  11      -   0.99985630  x   1.00009340  =   0.99994969
 TN0811
 TN0811|---------------------------------------------------------------------|
 TN0811| PID    Reference Object                     Distance      Geod. Az  |
 TN0811|                                                           dddmmss.s |
 TN0811| CH6858 KALISPELL RM 1                        9.715 METERS 10702     |
 TN0811| TN0083 KALISPELL AZ MK                                    1535311.8 |
 TN0811| TN0815 KALISPELL CO CTHSE CUPOLA           APPROX. 2.1 KM 1970000.3 |
 TN0811| CH6859 KALISPELL RM 2                        8.607 METERS 19713     |
 TN0811| TN0832 REID LOOKOUT                        APPROX.26.5 KM 3052842.7 |
 TN0811|---------------------------------------------------------------------|
 TN0811
 TN0811                          SUPERSEDED SURVEY CONTROL
 TN0811
 TN0811  NAD 83(1986)-  48 12 30.59362(N)    114 18 09.74288(W) AD(       ) 1
 TN0811  NAD 27      -  48 12 30.73504(N)    114 18 06.26921(W) AD(       ) 1
 TN0811  NGVD 29 (07/19/86)  932.0    (m)         3058.     (f) VERT ANG       
 TN0811
 TN0811.Superseded values are not recommended for survey control.
 TN0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0811.See file dsdata.txt to determine how the superseded data were derived.
 TN0811
 TN0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0038542992(NAD 83)
 TN0811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0811
 TN0811  HISTORY     - Date     Condition        Report By
 TN0811  HISTORY     - 1939     MONUMENTED       CGS
 TN0811  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TN0811  HISTORY     - 1959     SEE DESCRIPTION  CGS
 TN0811  HISTORY     - 1960     GOOD             USGS
 TN0811  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TN0811  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TN0811
 TN0811                          STATION DESCRIPTION
 TN0811
 TN0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 TN0811'JUST OUTSIDE THE NORTHEAST CITY LIMITS OF KALISPELL, ON LAND
 TN0811'OWNED BY D.R. MC GINNIS, ON THE SAME GRASSY RIDGE THAT HOLDS
 TN0811'AN ALUMINUM PAINTED STEEL STANDPIPE, AND ON THE FIRST RIDGE
 TN0811'WEST OF THE OIL REFINERY TANKS.  THE STILLWATER RIVER IS ABOUT
 TN0811'0.8 MILE NORTH OF THE STATION.  THE STATION IS SET IN THE TOP
 TN0811'OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 10 INCHES,
 TN0811'AND IS STAMPED KALISPELL 1939.  THE BAROMETRIC ELEVATION IS
 TN0811'3200 FEET.
 TN0811'
 TN0811'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 2 AND 93 IN
 TN0811'KALISPELL, GO EAST ON U.S. HIGHWAY 2 (IDA STREET) FOR 0.45 MILE,
 TN0811'THEN TURN LEFT ON SEVENTH AVENUE AND GO 0.3 MILE, TURN RIGHT
 TN0811'(NORTHEAST) THROUGH WIRE NET GATE, PASS IMMEDIATELY THROUGH
 TN0811'BOARD AND CHICKEN WIRE GATE, AND PROCEED TO THE SUMMIT OF THE
 TN0811'RIDGE AND THE STATION.  DRIVE.
 TN0811'
 TN0811'SURFACE AND UNDERGROUND MARKS AND REFERENCE MARK NO. 1 ARE
 TN0811'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES
 TN0811'1A, 7A AND 11A RESPECTIVELY.  REFERENCE MARK NO. 2 IS A STANDARD
 TN0811'BRONZE DISK SET IN A BOULDER AS DESCRIBED IN NOTE 12C.  THERE
 TN0811'IS NO WITNESS MARK.
 TN0811'
 TN0811'REFERENCE MARK NO. 1 IS SET IN TOP OF A 12-INCH SQUARE CONCRETE
 TN0811'MONUMENT PROJECTING 10 INCHES, ABOUT 1 FOOT LOWER THAN THE
 TN0811'STATION, AND IS STAMPED KALISPELL NO. 1 1939.
 TN0811'
 TN0811'REFERENCE MARK NO. 2 IS SET IN TOP OF A PARTIALLY BURIED BOULDER
 TN0811'PROJECTING 1.5 FEET, ABOUT 1 FOOT LOWER THAN THE STATION, AND
 TN0811'IS STAMPED KALISPELL NO. 2 1939.
 TN0811'
 TN0811'AZIMUTH MARK IS SET IN A DRILL HOLE WITH CEMENT MORTAR IN THE
 TN0811'SOUTHWEST CONCRETE ABUTMENT OF THE GREAT NORTHERN RAILROAD
 TN0811'OVERPASS OVER U.S. HIGHWAY 2, 6 FEET WEST OF CENTER LINE OF
 TN0811'TRACK, ABOUT 50 FEET BELOW STATION LEVEL, STAMPED KALISPELL 1939.
 TN0811'
 TN0811'ALL OBJECTS ARE VISIBLE FROM A 4-FOOT STAND.
 TN0811'
 TN0811'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 TN0811
 TN0811                          STATION RECOVERY (1956)
 TN0811
 TN0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 TN0811'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 TN0811'DESCRIPTION BY A.N.S. IN 1939 IS COMPLETE EXCEPT THAT THE LAND
 TN0811'ON WHICH THE STATION IS LOCATED IS NOW OWNED BY A READY MIX
 TN0811'CEMET COMPANY.
 TN0811
 TN0811                          STATION RECOVERY (1959)
 TN0811
 TN0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0811'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TN0811'NEW DESCRIPTION FOLLOWS--
 TN0811'
 TN0811'THE STATION IS IN THE NORTHEAST EDGE OF KALISPELL, ABOUT 0.7
 TN0811'MILE EAST AND 0.3 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAYS
 TN0811'2 AND 93.  IT IS ON THE HIGHEST POINT OF A GRASSY RIDGE WHICH
 TN0811'HAS TWO OIL STORAGE TANKS NEAR THE EAST END.  THE LAND IS
 TN0811'LEASED BY THE MC ELROYS AND WILKEN SAND AND GRAVEL COMPANY
 TN0811'WHO, IN ORDER TO PROTECT THE STATION MARK, POURED CONCRETE
 TN0811'AROUND THE MARK, MAKING IT FLUSH WITH THE GROUND.  A DIFFERENCE
 TN0811'OF 16 SECONDS WAS NOTED IN THE OBSERVED DIRECTION TO THE
 TN0811'AZIMUTH MARK AND A DIFFERENCE OF 22 MINUTES AND 38 SECONDS TO
 TN0811'REFERENCE MARK 2.
 TN0811'
 TN0811'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 TN0811'93 IN KALISPELL, GO EAST ON HIGHWAY 2 FOR 0.5 MILE TO SEVENTH
 TN0811'AVENUE, TURN LEFT AND GO NORTH FOR 0.3 MILE TO THE SAND AND
 TN0811'GRAVEL COMPANY ON THE RIGHT, BEAR TO THE RIGHT, PASSING TO
 TN0811'THE RIGHT OF THE BUILDING AND GO 0.05 MILE TO THE TOP OF THE
 TN0811'HILL, TURN RIGHT AND GO EAST ON TRACK ROAD FOR 0.15 MILE TO
 TN0811'THE TOP OF RIDGE AND THE STATION.
 TN0811'
 TN0811'TO REACH THE AZIMUTH MARK FROM THE HIGHWAY JUNCTION, GO EAST
 TN0811'ON HIGHWAY 2 FOR 0.75 MILE TO THE OVER-PASS AND THE MARK.
 TN0811'
 TN0811'THE STATION MARK IS A STANDARD DISK, STAMPED KALISPELL 1939,
 TN0811'CEMENTED IN THE TOP OF A MASS OF CONCRETE ABOUT 24 INCHES IN
 TN0811'DIAMETER.  IT IS 198 FEET SOUTH OF AN 18-INCH PINE TREE AND
 TN0811'58 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 TN0811'
 TN0811'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KALISPELL NO 1 1939,
 TN0811'SET IN THE TOP OF A 9-INCH SQUARE, CONCRETE POST FLUSH WITH
 TN0811'THE GROUND.  IT IS 228 FEET SOUTH-SOUTHEAST OF THE PINE TREE
 TN0811'AND 61 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 TN0811'NOTE 11A.
 TN0811'
 TN0811'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KALISPELL NO 2 1939,
 TN0811'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 X 5 FOOT BOULDER
 TN0811'PROJECTING 14 INCHES.  IT IS 224 FEET SOUTH OF THE PINE TREE
 TN0811'AND 86 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 TN0811'NOTE 12C.
 TN0811'
 TN0811'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KALISPELL 1939,
 TN0811'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST ABUTMENT
 TN0811'OF THE OVERPASS OVER HIGHWAY 2 (GREAT NORTHERN RAILROAD).
 TN0811'IT IS 6.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND
 TN0811'69 FEET SOUTHWEST OF THE CENTER OF THE OVERPASS.
 TN0811
 TN0811                          STATION RECOVERY (1960)
 TN0811
 TN0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (ATW)
 TN0811'STATION MARK--STANDARD USC AND GS DISK SET IN THE TOP OF A 12 IN.
 TN0811'SQUARE CONCRETE MONUMENT PROJECTING 10 IN. AND STAMPED ---KALISPELL
 TN0811'1939---.
 TN0811
 TN0811                          STATION RECOVERY (1964)
 TN0811
 TN0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 TN0811'THE STATION HAS BEEN DESTROYED.  REFERENCE MARK 2 WAS RECOVERED
 TN0811'IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE GRAVEL PIT IS
 TN0811'ABANDONED AND THE HOUSE ON THE WEST SIDE OF THE ROAD LEADING
 TN0811'TO THE TOP OF THE HILL IS GONE.  THE PROPERTY IS NOW LEASED
 TN0811'BY THE MT. VIEW PAVING AND ASPHALT CO.  THE STATION MARK AND
 TN0811'REFERENCE MARK 1 WERE EVIDENTLY STRUCK BY A BULLDOZER BLADE AND
 TN0811'THE MONUMENTS BROKEN OFF.  PIECES OF THE MONUMENTS WERE
 TN0811'SCATTERED ABOUT THE TOP OF THE HILL.  THE MARKS COULD NOT BE
 TN0811'FOUND.
 TN0811
 TN0811                          STATION RECOVERY (1970)
 TN0811
 TN0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TN0811'ALL MARKS HAVE BEEN DESTROYED, INCLUDING THE AZIMUTH MARK.
 TN0811'
 TN0811'A GRAVEL PIT HAS EATEN AWAY A GOOD PORTION OF THE HILL.  ANGLES
 TN0811'WERE TAKEN TO INTERSECTION POINTS AND AN INVERSE COMPUTED TO
 TN0811'THE STATION IN HOPES OF LOCATING THE UNDERGROUND MARK, BUT THE
 TN0811'WHOLE CROWN OF THE HILL HAS BEEN SCRAPED OFF AND THE STATION
 TN0811'DESTROYED.
 TN0811'
 TN0811'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KALISPELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0083 ***********************************************************************
 TN0083  DESIGNATION -  KALISPELL AZ MK
 TN0083  PID         -  TN0083
 TN0083  STATE/COUNTY-  MT/FLATHEAD
 TN0083  USGS QUAD   -  KALISPELL (1994)
 TN0083
 TN0083                         *CURRENT SURVEY CONTROL
 TN0083  ___________________________________________________________________
 TN0083* NAD 83(1986)-  48 12 16.     (N)    114 17 59.     (W)     SCALED    
 TN0083* NAVD 88     -       897.929  (meters)    2945.96   (feet)  ADJUSTED  
 TN0083  ___________________________________________________________________
 TN0083  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 TN0083  DYNAMIC HT  -         897.916 (meters)    2945.91  (feet)  COMP
 TN0083  MODELED GRAV-     980,567.6   (mgal)                       NAVD 88
 TN0083
 TN0083  VERT ORDER  -  SECOND    CLASS 0
 TN0083
 TN0083.The horizontal coordinates were scaled from a topographic map and have
 TN0083.an estimated accuracy of +/- 6 seconds.
 TN0083
 TN0083.The orthometric height was determined by differential leveling
 TN0083.and adjusted by the National Geodetic Survey in June 1991..
 TN0083
 TN0083.The geoid height was determined by GEOID03.
 TN0083
 TN0083.The dynamic height is computed by dividing the NAVD 88
 TN0083.geopotential number by the normal gravity value computed on the
 TN0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0083.degrees latitude (g = 980.6199 gals.).
 TN0083
 TN0083.The modeled gravity was interpolated from observed gravity values.
 TN0083
 TN0083;                    North         East    Units  Estimated Accuracy
 TN0083;SPC MT       -   450,340.      243,600.      MT  (+/- 180 meters Scaled)
 TN0083
 TN0083                          SUPERSEDED SURVEY CONTROL
 TN0083
 TN0083  NGVD 29 (??/??/92)  896.789  (m)         2942.22   (f) ADJ UNCH    2 0
 TN0083
 TN0083.Superseded values are not recommended for survey control.
 TN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0083.See file dsdata.txt to determine how the superseded data were derived.
 TN0083
 TN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP006425(NAD 83)
 TN0083_MARKER: DZ = AZIMUTH MARK DISK
 TN0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TN0083_SP_SET: OVER PASS
 TN0083_STAMPING: KALISPELL 1939
 TN0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TN0083
 TN0083  HISTORY     - Date     Condition        Report By
 TN0083  HISTORY     - 1939     MONUMENTED       CGS
 TN0083  HISTORY     - 1952     GOOD             NGS
 TN0083  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0083
 TN0083                          STATION DESCRIPTION
 TN0083
 TN0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0083'0.8 MI NE FROM KALISPELL.
 TN0083'0.8 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TN0083'AT KALISPELL, IN THE TOP OF THE SOUTHWEST END OF THE SOUTH CONCRETE
 TN0083'ABUTMENT OF A RAILROAD OVERPASS, 6.2 FEET WEST OF THE WEST RAIL, 2.3
 TN0083'FEET NORTH OF THE SOUTH END OF THE ABUTMENT, AND 1.1 FEET EAST OF THE
 TN0083'WEST EDGE.
 TN0083
 TN0083                          STATION RECOVERY (1979)
 TN0083
 TN0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0083'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0815 ***********************************************************************
 TN0815  DESIGNATION -  KALISPELL CO CTHSE CUPOLA
 TN0815  PID         -  TN0815
 TN0815  STATE/COUNTY-  MT/FLATHEAD
 TN0815  USGS QUAD   -  KALISPELL (1994)
 TN0815
 TN0815                         *CURRENT SURVEY CONTROL
 TN0815  ___________________________________________________________________
 TN0815* NAD 83(1992)-  48 11 26.56132(N)    114 18 39.02827(W)     ADJUSTED  
 TN0815* NAVD 88     -                                                        
 TN0815  ___________________________________________________________________
 TN0815  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 TN0815  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TN0815
 TN0815  HORZ ORDER  -  THIRD
 TN0815
 TN0815.The horizontal coordinates were established by classical geodetic methods
 TN0815.and adjusted by the National Geodetic Survey in July 1992..
 TN0815
 TN0815
 TN0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0815
 TN0815.The geoid height was determined by GEOID03.
 TN0815
 TN0815;                    North         East     Units Scale Factor Converg.
 TN0815;SPC MT       -   448,869.331   242,680.548   MT  0.99960486   -3 31 08.9
 TN0815;SPC MT       - 1,472,668.41    796,196.02   iFT  0.99960486   -3 31 08.9
 TN0815;UTM  11      - 5,340,994.332   699,850.625   MT  1.00009077   +2 00 18.3
 TN0815
 TN0815                          SUPERSEDED SURVEY CONTROL
 TN0815
 TN0815  NAD 83(1986)-  48 11 26.57008(N)    114 18 39.01554(W) AD(       ) 4
 TN0815  NAD 27      -  48 11 26.71233(N)    114 18 35.54247(W) AD(       ) 3
 TN0815
 TN0815.Superseded values are not recommended for survey control.
 TN0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0815.See file dsdata.txt to determine how the superseded data were derived.
 TN0815
 TN0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9985140994(NAD 83)
 TN0815
 TN0815  HISTORY     - Date     Condition        Report By
 TN0815  HISTORY     - 1959     MONUMENTED       CGS
 TN0815  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TN0815
 TN0815                          STATION DESCRIPTION
 TN0815
 TN0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0815'STATION IS LOCATED IN SOUTH CENTRAL KALISPELL, AT THE JUNCTION
 TN0815'OF MAIN AVENUE AND EIGHTH STREET.  IT IS THE FINIAL AT THE APEX
 TN0815'OF THE CUPOLA.  THE STRUCTURE IS BUILT OF STONE AND HAS AN
 TN0815'OVERALL HEIGHT OF 100 FEET.
 TN0815
 TN0815                          STATION RECOVERY (1964)
 TN0815
 TN0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 TN0815'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0814 ***********************************************************************
 TN0814  DESIGNATION -  KALISPELL MUNICIPAL TANK
 TN0814  PID         -  TN0814
 TN0814  STATE/COUNTY-  MT/FLATHEAD
 TN0814  USGS QUAD   -  KALISPELL (1994)
 TN0814
 TN0814                         *CURRENT SURVEY CONTROL
 TN0814  ___________________________________________________________________
 TN0814* NAD 83(1992)-  48 12 46.19471(N)    114 19 16.81018(W)     ADJUSTED  
 TN0814* NAVD 88     -                                                        
 TN0814  ___________________________________________________________________
 TN0814  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 TN0814  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 TN0814
 TN0814  HORZ ORDER  -  THIRD
 TN0814
 TN0814.The horizontal coordinates were established by classical geodetic methods
 TN0814.and adjusted by the National Geodetic Survey in July 1992..
 TN0814
 TN0814
 TN0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0814
 TN0814.The geoid height was determined by GEOID03.
 TN0814
 TN0814;                    North         East     Units Scale Factor Converg.
 TN0814;SPC MT       -   451,371.302   242,053.279   MT  0.99961294   -3 31 36.6
 TN0814;SPC MT       - 1,480,876.98    794,138.05   iFT  0.99961294   -3 31 36.6
 TN0814;UTM  11      - 5,343,425.460   698,984.986   MT  1.00008653   +1 59 52.6
 TN0814
 TN0814                          SUPERSEDED SURVEY CONTROL
 TN0814
 TN0814  NAD 83(1986)-  48 12 46.20296(N)    114 19 16.79806(W) AD(       ) 4
 TN0814  NAD 27      -  48 12 46.34470(N)    114 19 13.32097(W) AD(       ) 3
 TN0814
 TN0814.Superseded values are not recommended for survey control.
 TN0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0814.See file dsdata.txt to determine how the superseded data were derived.
 TN0814
 TN0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9898543425(NAD 83)
 TN0814
 TN0814  HISTORY     - Date     Condition        Report By
 TN0814  HISTORY     - 1959     MONUMENTED       CGS
 TN0814  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TN0814  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TN0814
 TN0814                          STATION DESCRIPTION
 TN0814
 TN0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0814'THE STATION IS LOCATED ON A HILL ABOUT 3/4 MILE NORTH-NORTHWEST
 TN0814'OF THE KALISPELL RAILROAD DEPOT, 1/4 MILE NORTHEAST OF U.S.
 TN0814'HIGHWAY 93, NEAR THE WEST EDGE OF THE KALISPELL MUNICIPAL GOLF
 TN0814'COURSE AND AT THE SOUTHWEST CORNER OF A MESH WIRE FENCE ENCLOSURE.
 TN0814'IT IS THE FINIAL AT THE APEX OF A DOUBLE ELLIPSOIDAL TYPE,
 TN0814'SILVER PAINTED WATER TANK SUPPORTED BY FOUR CYLINDRICAL COLUMNS
 TN0814'AND HAVING AN OVERALL HEIGHT OF 126 FEET.
 TN0814
 TN0814                          STATION RECOVERY (1964)
 TN0814
 TN0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 TN0814'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TN0814
 TN0814                          STATION RECOVERY (1974)
 TN0814
 TN0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 TN0814'STATION RECOVERED AS DESCRIBED.
 TN0814'
 TN0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MILES
 TN0814'NORTH OF KALISPELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0071 ***********************************************************************
 TN0071  DESIGNATION -  KALISPELL N BASE
 TN0071  PID         -  TN0071
 TN0071  STATE/COUNTY-  MT/FLATHEAD
 TN0071  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0071
 TN0071                         *CURRENT SURVEY CONTROL
 TN0071  ___________________________________________________________________
 TN0071* NAD 83(1992)-  48 19 13.95078(N)    114 14 23.78389(W)     ADJUSTED  
 TN0071* NAVD 88     -       906.547  (meters)    2974.23   (feet)  ADJUSTED  
 TN0071  ___________________________________________________________________
 TN0071  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 TN0071  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0071  DYNAMIC HT  -         906.532 (meters)    2974.18  (feet)  COMP
 TN0071  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 TN0071
 TN0071  HORZ ORDER  -  FIRST
 TN0071  VERT ORDER  -  FIRST     CLASS II
 TN0071
 TN0071.The horizontal coordinates were established by classical geodetic methods
 TN0071.and adjusted by the National Geodetic Survey in July 1992..
 TN0071
 TN0071.The orthometric height was determined by differential leveling
 TN0071.and adjusted by the National Geodetic Survey in June 1991..
 TN0071
 TN0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0071
 TN0071.The geoid height was determined by GEOID03.
 TN0071
 TN0071.The dynamic height is computed by dividing the NAVD 88
 TN0071.geopotential number by the normal gravity value computed on the
 TN0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0071.degrees latitude (g = 980.6199 gals.).
 TN0071
 TN0071.The modeled gravity was interpolated from observed gravity values.
 TN0071
 TN0071;                    North         East     Units Scale Factor Converg.
 TN0071;SPC MT       -   462,953.024   248,812.950   MT  0.99965445   -3 28 02.2
 TN0071;SPC MT       - 1,518,874.75    816,315.45   iFT  0.99965445   -3 28 02.2
 TN0071;UTM  11      - 5,355,610.091   704,600.346   MT  1.00011436   +2 03 43.7
 TN0071
 TN0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0071!SPC MT       -   0.99986048  x   0.99965445  =   0.99951498
 TN0071!UTM  11      -   0.99986048  x   1.00011436  =   0.99997482
 TN0071
 TN0071|---------------------------------------------------------------------|
 TN0071| PID    Reference Object                     Distance      Geod. Az  |
 TN0071|                                                           dddmmss.s |
 TN0071| TN0073 KALISPELL N BASE RM NORTH             6.163 METERS 01856     |
 TN0071| TN0074 KALISPELL N BASE RM EAST              3.148 METERS 11023     |
 TN0071| TN0814 KALISPELL MUNICIPAL TANK            APPROX.13.4 KM 2064811.9 |
 TN0071| CH6860 KALISPELL N BASE AZ MK                             2140010.2 |
 TN0071| TN0072 KALISPELL N BASE RM WEST              4.600 METERS 28748     |
 TN0071|---------------------------------------------------------------------|
 TN0071
 TN0071                          SUPERSEDED SURVEY CONTROL
 TN0071
 TN0071  NAD 83(1986)-  48 19 13.95935(N)    114 14 23.77442(W) AD(       ) 1
 TN0071  NAD 27      -  48 19 14.08517(N)    114 14 20.31396(W) AD(       ) 1
 TN0071  NGVD 29 (??/??/92)  905.390  (m)         2970.43   (f) ADJ UNCH    1 2
 TN0071
 TN0071.Superseded values are not recommended for survey control.
 TN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0071.See file dsdata.txt to determine how the superseded data were derived.
 TN0071
 TN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0460055610(NAD 83)
 TN0071_MARKER: P = PIPE CAP
 TN0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0071_STAMPING: TRIANGULATION KALISPELL N BASE
 TN0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0071
 TN0071  HISTORY     - Date     Condition        Report By
 TN0071  HISTORY     - 1959     MONUMENTED       CGS
 TN0071  HISTORY     - 1952     GOOD             NGS
 TN0071  HISTORY     - 1959     GOOD             NGS
 TN0071  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TN0071  HISTORY     - 1964     GOOD             NGS
 TN0071  HISTORY     - 1979     POOR             NGS
 TN0071
 TN0071                          STATION DESCRIPTION
 TN0071
 TN0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0071'ABOUT 9 MILES NORTH-NORTHEAST OF KALISPELL, ON THE RIGHT-OF-WAY
 TN0071'OF THE SOMERS-KALISPELL BRANCH OF THE GREAT NORTHERN RAILROAD,
 TN0071'ABOUT 280 YARDS NORTH-NORTHEAST OF THE LA SALLE STATION AND
 TN0071'ABOUT 13 RAILS NORTH-NORTHEAST OF THE CENTER OF A RAILROAD
 TN0071'CROSSING.
 TN0071'
 TN0071'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 93 IN KALISPELL
 TN0071'BY GOING EAST ON HIGHWAY 2 FOR 2.0 MILES TO A CAUTION LIGHT,
 TN0071'TURN LEFT AND GO NORTH-NORTHEAST ON A PAVED ROAD FOR 6.25 MILES
 TN0071'TO A PAVED ROAD ON THE LEFT, LEADING TO THE COUNTY AIRPORT
 TN0071'(THE AZIMUTH MARK IS 0.2 MILE NORTH OF THIS POINT AT THE
 TN0071'AIRPORT BEACON) CONTINUE NORTH-NORTHEAST FOR 0.95 MILE TO A
 TN0071'RAILROAD CROSSING ON THE RIGHT, TURN RIGHT, CROSS THE TRACKS
 TN0071'AND GO EASTERLY FOR ABOUT 0.05 MILE, TURN LEFT AND GO
 TN0071'NORTHERLY ACROSS A HAY FIELD FOR 0.05 MILE TO THE STATION.
 TN0071'
 TN0071'ALL THE MARKS, WITH THE EXCEPTION OF THE AZIMUTH MARK ARE
 TN0071'UNITED STATES GEOLOGICAL SURVEY BRONZE CAPS RIVETED TO THE
 TN0071'TOPS OF 3-1/2 INCH IRON PIPES.  THE MARKS ARE NOT STAMPED.
 TN0071'
 TN0071'THE STATION MARK HAS A 3 MILLIMETER HOLE PUNCHED IN THE CENTER
 TN0071'OF A CHISLED TRIANGLE.  THE PIPE PROJECTS ABOUT 6 INCHES.  IT
 TN0071'IS 34.8 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND
 TN0071'29 FEET SOUTHWEST OF AN 18-INCH PINE TREE.
 TN0071'
 TN0071'REFERENCE MARK 1 IS 34.8 FEET EAST OF THE EAST RAIL AND 21 FEET
 TN0071'WEST OF THE PINE TREE AND PROJECTS 15 INCHES.
 TN0071'
 TN0071'REFERENCE MARK 2 IS 45.1 FEET EAST OF THE EAST RAIL AND 23 FEET
 TN0071'SOUTHWEST OF THE PINE TREE AND PROJECTS 12 INCHES.
 TN0071'
 TN0071'REFERENCE MARK 3 IS 19.8 FEET EAST OF THE EAST RAIL OF THE
 TN0071'TRACKS AND 41 FEET SOUTHWEST OF THE PINE TREE AND PROJECTS 12
 TN0071'INCHES.
 TN0071'
 TN0071'THE AZIMUTH MARK IS A STANDARD DISK BRAZED TO THE TOP OF A
 TN0071'3-INCH IRON PIPE PROJECTING 12 INCHES.  THE DISK IS STAMPED
 TN0071'KALISPELL N BASE USGS 1959.  THE MARK IS SET AT THE DETERMINED
 TN0071'CENTER OF THE BASE OF THE AIRPORT BEACON.  IT IS 25.3 FEET
 TN0071'NORTH OF THE NORTHWEST CORNER OF A SMALL CONCRETE BUILDING,
 TN0071'100 FEET NORTH-NORTHEAST OF THE CENTER OF A DRIVEWAY AND 218
 TN0071'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONTROL TOWER.
 TN0071
 TN0071                          STATION RECOVERY (1952)
 TN0071
 TN0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TN0071'8 MI N FROM KALISPELL.
 TN0071'8 MILES NORTH 280 YARDS NORTHEAST ALONG THE GREAT NORTHERN RAILWAY
 TN0071'FROM THE STATION AT LA SALLE, FLATHEAD COUNTY, 13 RAILS NORTHEAST OF
 TN0071'THE CROSSING OF A ROAD LEADING TO THE ALFA DAIRY IN 1933, AND 35 FEET
 TN0071'EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 TN0071'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE SET IN CEMENT.
 TN0071
 TN0071                          STATION RECOVERY (1959)
 TN0071
 TN0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 TN0071'STATION MARK--A BRONZE CAP RIVITED TO THE TOP OF A 3.5 IN. IRON PIPE
 TN0071'PROJECTING 6 IN. ABOVE GROUND.  MARK HAS A 3 MM. HOLE PUNCHED IN THE
 TN0071'CENTER OF A CHISELED TRIANGLE.
 TN0071
 TN0071                          STATION RECOVERY (1964)
 TN0071
 TN0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 TN0071'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 TN0071'IN GOOD CONDITION AS DESCRIBED.
 TN0071
 TN0071                          STATION RECOVERY (1964)
 TN0071
 TN0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TN0071'RECOVERED IN GOOD CONDITION.
 TN0071
 TN0071                          STATION RECOVERY (1979)
 TN0071
 TN0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0071'FOUND LOOSE AND LEANING, UNFIT FOR NGS LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0072 ***********************************************************************
 TN0072  DESIGNATION -  KALISPELL N BASE RM WEST
 TN0072  PID         -  TN0072
 TN0072  STATE/COUNTY-  MT/FLATHEAD
 TN0072  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0072
 TN0072                         *CURRENT SURVEY CONTROL
 TN0072  ___________________________________________________________________
 TN0072* NAD 83(1986)-  48 19 14.     (N)    114 14 23.     (W)     SCALED    
 TN0072* NAVD 88     -       906.705  (meters)    2974.75   (feet)  ADJUSTED  
 TN0072  ___________________________________________________________________
 TN0072  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0072  DYNAMIC HT  -         906.690 (meters)    2974.70  (feet)  COMP
 TN0072  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 TN0072
 TN0072  VERT ORDER  -  FIRST     CLASS II
 TN0072
 TN0072.The horizontal coordinates were scaled from a topographic map and have
 TN0072.an estimated accuracy of +/- 6 seconds.
 TN0072
 TN0072.The orthometric height was determined by differential leveling
 TN0072.and adjusted by the National Geodetic Survey in June 1991..
 TN0072
 TN0072.The geoid height was determined by GEOID03.
 TN0072
 TN0072.The dynamic height is computed by dividing the NAVD 88
 TN0072.geopotential number by the normal gravity value computed on the
 TN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0072.degrees latitude (g = 980.6199 gals.).
 TN0072
 TN0072.The modeled gravity was interpolated from observed gravity values.
 TN0072
 TN0072;                    North         East    Units  Estimated Accuracy
 TN0072;SPC MT       -   462,950.      248,830.      MT  (+/- 180 meters Scaled)
 TN0072
 TN0072                          SUPERSEDED SURVEY CONTROL
 TN0072
 TN0072  NGVD 29 (??/??/92)  905.548  (m)         2970.95   (f) ADJ UNCH    1 2
 TN0072
 TN0072.Superseded values are not recommended for survey control.
 TN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0072.See file dsdata.txt to determine how the superseded data were derived.
 TN0072
 TN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP046556(NAD 83)
 TN0072_MARKER: P = PIPE CAP
 TN0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0072
 TN0072  HISTORY     - Date     Condition        Report By
 TN0072  HISTORY     - 1903     MONUMENTED       USGS
 TN0072  HISTORY     - 1933     GOOD             NGS
 TN0072  HISTORY     - 1964     GOOD             NGS
 TN0072  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0072
 TN0072                          STATION DESCRIPTION
 TN0072
 TN0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0072'8 MI N FROM LA SALLE.
 TN0072'15 FEET WEST OF TRIANGULATION STATION KALISPELL NORTH BASE (USGS)
 TN0072'DESCRIBED ABOVE, AND 35 FEET EAST OF THE TRACK.  A UNITED STATES
 TN0072'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 TN0072'IRON PIPE.
 TN0072
 TN0072                          STATION RECOVERY (1964)
 TN0072
 TN0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TN0072'RECOVERED IN GOOD CONDITION.
 TN0072
 TN0072                          STATION RECOVERY (1979)
 TN0072
 TN0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0072'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0073 ***********************************************************************
 TN0073  DESIGNATION -  KALISPELL N BASE RM NORTH
 TN0073  PID         -  TN0073
 TN0073  STATE/COUNTY-  MT/FLATHEAD
 TN0073  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0073
 TN0073                         *CURRENT SURVEY CONTROL
 TN0073  ___________________________________________________________________
 TN0073* NAD 83(1986)-  48 19 14.     (N)    114 14 23.     (W)     SCALED    
 TN0073* NAVD 88     -       906.724  (meters)    2974.81   (feet)  ADJUSTED  
 TN0073  ___________________________________________________________________
 TN0073  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0073  DYNAMIC HT  -         906.709 (meters)    2974.76  (feet)  COMP
 TN0073  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 TN0073
 TN0073  VERT ORDER  -  FIRST     CLASS II
 TN0073
 TN0073.The horizontal coordinates were scaled from a topographic map and have
 TN0073.an estimated accuracy of +/- 6 seconds.
 TN0073
 TN0073.The orthometric height was determined by differential leveling
 TN0073.and adjusted by the National Geodetic Survey in June 1991..
 TN0073
 TN0073.The geoid height was determined by GEOID03.
 TN0073
 TN0073.The dynamic height is computed by dividing the NAVD 88
 TN0073.geopotential number by the normal gravity value computed on the
 TN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0073.degrees latitude (g = 980.6199 gals.).
 TN0073
 TN0073.The modeled gravity was interpolated from observed gravity values.
 TN0073
 TN0073;                    North         East    Units  Estimated Accuracy
 TN0073;SPC MT       -   462,950.      248,830.      MT  (+/- 180 meters Scaled)
 TN0073
 TN0073                          SUPERSEDED SURVEY CONTROL
 TN0073
 TN0073  NGVD 29 (??/??/92)  905.567  (m)         2971.01   (f) ADJ UNCH    1 2
 TN0073
 TN0073.Superseded values are not recommended for survey control.
 TN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0073.See file dsdata.txt to determine how the superseded data were derived.
 TN0073
 TN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP046556(NAD 83)
 TN0073_MARKER: P = PIPE CAP
 TN0073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0073_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0073
 TN0073  HISTORY     - Date     Condition        Report By
 TN0073  HISTORY     - 1903     MONUMENTED       USGS
 TN0073  HISTORY     - 1933     GOOD             NGS
 TN0073  HISTORY     - 1964     GOOD             NGS
 TN0073  HISTORY     - 1979     GOOD             NGS
 TN0073
 TN0073                          STATION DESCRIPTION
 TN0073
 TN0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0073'8 MI N FROM LA SALLE.
 TN0073'20 FEET NORTH OF TRIANGULATION STATION KALISPELL NORTH BASE (USGS)
 TN0073'DESCRIBED ABOVE, AND 35 FEET EAST OF THE TRACK.  A UNITED STATES
 TN0073'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 TN0073'IRON PIPE.
 TN0073
 TN0073                          STATION RECOVERY (1964)
 TN0073
 TN0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TN0073'RECOVERED IN GOOD CONDITION.
 TN0073
 TN0073                          STATION RECOVERY (1979)
 TN0073
 TN0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0073'2.05 MILES EAST ALONG HIGHWAY 2 FROM THE JUNCTION OF HIGHWAY 93 IN
 TN0073'KALISPELL, THENCE 7.9 MILES NORTH ALONG LASALLE ROAD, LOCATED ON THE
 TN0073'EAST SIDE OF THE RAILROAD 1.2 MILES NORTH OF THE AIRPORT ENTRANCE, 0.2
 TN0073'MILE NORTHEAST OF LASALLE SIDING SIGN AT A POINT WHERE THE ROAD SPLITS
 TN0073'TO THE NORTH AWAY FROM THE RAILROAD BY THE SOUTHERNMOST OF A ROW OF
 TN0073'5 PINE TREES, 200 FEET SOUTHEAST ACROSS THE TRACK FROM A GREEN FRAME
 TN0073'HOUSE AND 35 FEET EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0074 ***********************************************************************
 TN0074  DESIGNATION -  KALISPELL N BASE RM EAST
 TN0074  PID         -  TN0074
 TN0074  STATE/COUNTY-  MT/FLATHEAD
 TN0074  USGS QUAD   -  COLUMBIA FALLS SOUTH (1994)
 TN0074
 TN0074                         *CURRENT SURVEY CONTROL
 TN0074  ___________________________________________________________________
 TN0074* NAD 83(1986)-  48 19 14.     (N)    114 14 23.     (W)     SCALED    
 TN0074* NAVD 88     -       906.886  (meters)    2975.34   (feet)  ADJUSTED  
 TN0074  ___________________________________________________________________
 TN0074  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TN0074  DYNAMIC HT  -         906.870 (meters)    2975.29  (feet)  COMP
 TN0074  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 TN0074
 TN0074  VERT ORDER  -  FIRST     CLASS II
 TN0074
 TN0074.The horizontal coordinates were scaled from a topographic map and have
 TN0074.an estimated accuracy of +/- 6 seconds.
 TN0074
 TN0074.The orthometric height was determined by differential leveling
 TN0074.and adjusted by the National Geodetic Survey in June 1991..
 TN0074
 TN0074.The geoid height was determined by GEOID03.
 TN0074
 TN0074.The dynamic height is computed by dividing the NAVD 88
 TN0074.geopotential number by the normal gravity value computed on the
 TN0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0074.degrees latitude (g = 980.6199 gals.).
 TN0074
 TN0074.The modeled gravity was interpolated from observed gravity values.
 TN0074
 TN0074;                    North         East    Units  Estimated Accuracy
 TN0074;SPC MT       -   462,950.      248,830.      MT  (+/- 180 meters Scaled)
 TN0074
 TN0074                          SUPERSEDED SURVEY CONTROL
 TN0074
 TN0074  NGVD 29 (??/??/92)  905.729  (m)         2971.55   (f) ADJ UNCH    1 2
 TN0074
 TN0074.Superseded values are not recommended for survey control.
 TN0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0074.See file dsdata.txt to determine how the superseded data were derived.
 TN0074
 TN0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP046556(NAD 83)
 TN0074_MARKER: P = PIPE CAP
 TN0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0074
 TN0074  HISTORY     - Date     Condition        Report By
 TN0074  HISTORY     - 1903     MONUMENTED       USGS
 TN0074  HISTORY     - 1952     GOOD             NGS
 TN0074  HISTORY     - 1964     GOOD             NGS
 TN0074  HISTORY     - 1979     MARK NOT FOUND   NGS
 TN0074
 TN0074                          STATION DESCRIPTION
 TN0074
 TN0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TN0074'8 MI N FROM LA SALLE.
 TN0074'10 FEET EAST OF TRIANGULATION STATION KALISPELL NORTH BASE (USGS)
 TN0074'DESCRIBED ABOVE, AND 35 FEET EAST OF THE TRACK.  A UNITED STATES
 TN0074'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 TN0074'IRON PIPE.
 TN0074
 TN0074                          STATION RECOVERY (1964)
 TN0074
 TN0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TN0074'RECOVERED IN GOOD CONDITION.
 TN0074
 TN0074                          STATION RECOVERY (1979)
 TN0074
 TN0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0074'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0813 ***********************************************************************
 TN0813  DESIGNATION -  KALISPELL RAD STA KGEZ SW MAST
 TN0813  PID         -  TN0813
 TN0813  STATE/COUNTY-  MT/FLATHEAD
 TN0813  USGS QUAD   -  KALISPELL (1994)
 TN0813
 TN0813                         *CURRENT SURVEY CONTROL
 TN0813  ___________________________________________________________________
 TN0813* NAD 83(1992)-  48 09 35.46346(N)    114 17 07.69047(W)     ADJUSTED  
 TN0813* NAVD 88     -                                                        
 TN0813  ___________________________________________________________________
 TN0813  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TN0813  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 TN0813
 TN0813  HORZ ORDER  -  THIRD
 TN0813
 TN0813.The horizontal coordinates were established by classical geodetic methods
 TN0813.and adjusted by the National Geodetic Survey in July 1992..
 TN0813
 TN0813
 TN0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0813
 TN0813.The geoid height was determined by GEOID03.
 TN0813
 TN0813;                    North         East     Units Scale Factor Converg.
 TN0813;SPC MT       -   445,330.171   244,353.203   MT  0.99959384   -3 30 02.1
 TN0813;SPC MT       - 1,461,056.99    801,683.74   iFT  0.99959384   -3 30 02.1
 TN0813;UTM  11      - 5,337,630.950   701,857.192   MT  1.00010068   +2 01 22.9
 TN0813
 TN0813                          SUPERSEDED SURVEY CONTROL
 TN0813
 TN0813  NAD 83(1986)-  48 09 35.47387(N)    114 17 07.67812(W) AD(       ) 4
 TN0813  NAD 27      -  48 09 35.61944(N)    114 17 04.20924(W) AD(       ) 3
 TN0813
 TN0813.Superseded values are not recommended for survey control.
 TN0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0813.See file dsdata.txt to determine how the superseded data were derived.
 TN0813
 TN0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0185737631(NAD 83)
 TN0813_MARKER: 42 = RADIO/TV MAST
 TN0813_SETTING: 0 = UNSPECIFIED SETTING
 TN0813
 TN0813  HISTORY     - Date     Condition        Report By
 TN0813  HISTORY     - 1959     FIRST OBSERVED   CGS
 TN0813  HISTORY     - 19830916 GOOD             NGS
 TN0813
 TN0813                          STATION DESCRIPTION
 TN0813
 TN0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0813'STATION IS LOCATED ABOUT 3-1/4 MILE SOUTH-SOUTHEAST OF THE
 TN0813'KALISPELL RAILROAD DEPOT, 1/4 MILE EAST OF U.S. HIGHWAY 93,
 TN0813'IN THE SOUTHWEST 1/4 OF SECTION 28, T 28 N, R 21 W.  IT IS THE
 TN0813'TOP CENTER OF THE SOUTHWEST ONE OF TWO SIMILAR MASTS OF LACED
 TN0813'STEEL CONSTRUCTION HAVING AN OVERALL HEIGHT OF 320 FEET.  IT
 TN0813'IS PAINTED ALTERNATELY RED AND WHITE.  HAS THREE INTERMITTANTLY
 TN0813'SPACED SETS OF STEADY RED LIGHTS AND ONE FLASHING TOP RED
 TN0813'LIGHT.
 TN0813
 TN0813                          STATION RECOVERY (1983)
 TN0813
 TN0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 TN0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0816 ***********************************************************************
 TN0816  DESIGNATION -  KALISPELL RAD STA KGEZ NE MAST
 TN0816  PID         -  TN0816
 TN0816  STATE/COUNTY-  MT/FLATHEAD
 TN0816  USGS QUAD   -  KALISPELL (1994)
 TN0816
 TN0816                         *CURRENT SURVEY CONTROL
 TN0816  ___________________________________________________________________
 TN0816* NAD 83(1992)-  48 09 40.41959(N)    114 16 54.91412(W)     ADJUSTED  
 TN0816* NAVD 88     -                                                        
 TN0816  ___________________________________________________________________
 TN0816  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 TN0816  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TN0816
 TN0816  HORZ ORDER  -  THIRD
 TN0816
 TN0816.The horizontal coordinates were established by classical geodetic methods
 TN0816.and adjusted by the National Geodetic Survey in July 1992..
 TN0816
 TN0816
 TN0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0816
 TN0816.The geoid height was determined by GEOID03.
 TN0816
 TN0816;                    North         East     Units Scale Factor Converg.
 TN0816;SPC MT       -   445,466.795   244,625.965   MT  0.99959433   -3 29 52.8
 TN0816;SPC MT       - 1,461,505.23    802,578.63   iFT  0.99959433   -3 29 52.8
 TN0816;UTM  11      - 5,337,793.278   702,115.668   MT  1.00010196   +2 01 32.6
 TN0816
 TN0816                          SUPERSEDED SURVEY CONTROL
 TN0816
 TN0816  NAD 83(1986)-  48 09 40.43010(N)    114 16 54.90197(W) AD(       ) 4
 TN0816  NAD 27      -  48 09 40.57560(N)    114 16 51.43385(W) AD(       ) 3
 TN0816
 TN0816.Superseded values are not recommended for survey control.
 TN0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0816.See file dsdata.txt to determine how the superseded data were derived.
 TN0816
 TN0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0211637793(NAD 83)
 TN0816_MARKER: 42 = RADIO/TV MAST
 TN0816_SETTING: 0 = UNSPECIFIED SETTING
 TN0816
 TN0816  HISTORY     - Date     Condition        Report By
 TN0816  HISTORY     - 1959     FIRST OBSERVED   CGS
 TN0816  HISTORY     - 19830916 GOOD             NGS
 TN0816
 TN0816                          STATION DESCRIPTION
 TN0816
 TN0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0816'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTH-SOUTHEAST OF THE
 TN0816'KALISPELL RAILROAD DEPOT, 1/2 MILE EAST OF U.S. HIGHWAY 93,
 TN0816'JUST SOUTHWEST OF THE CENTER OF SECTION 28, T 28 N, R 21 W.
 TN0816'IT IS THE TOP CENTER OF THE NORTHEAST ONE OF TWO SIMILAR MASTS
 TN0816'OF LACED STEEL CONSTRUCTION HAVING AN OVERALL HEIGHT OF 320
 TN0816'FEET.  IT IS PAINTED ALTERNATELY RED AND WHITE.  HAS THREE
 TN0816'INTERMITTANTLY SPACED SETS OF STEADY RED LIGHTS AND ONE
 TN0816'FLASHING TOP RED LIGHT.
 TN0816
 TN0816                          STATION RECOVERY (1983)
 TN0816
 TN0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 TN0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0812 ***********************************************************************
 TN0812  DESIGNATION -  KALISPELL RADIO STA KOFI MAST
 TN0812  PID         -  TN0812
 TN0812  STATE/COUNTY-  MT/FLATHEAD
 TN0812  USGS QUAD   -  KALISPELL (1994)
 TN0812
 TN0812                         *CURRENT SURVEY CONTROL
 TN0812  ___________________________________________________________________
 TN0812* NAD 83(1992)-  48 09 03.04748(N)    114 17 49.49000(W)     ADJUSTED  
 TN0812* NAVD 88     -                                                        
 TN0812  ___________________________________________________________________
 TN0812  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 TN0812  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TN0812
 TN0812  HORZ ORDER  -  THIRD
 TN0812
 TN0812.The horizontal coordinates were established by classical geodetic methods
 TN0812.and adjusted by the National Geodetic Survey in July 1992..
 TN0812
 TN0812
 TN0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0812
 TN0812.The geoid height was determined by GEOID03.
 TN0812
 TN0812;                    North         East     Units Scale Factor Converg.
 TN0812;SPC MT       -   444,384.006   243,430.118   MT  0.99959069   -3 30 32.7
 TN0812;SPC MT       - 1,457,952.78    798,655.24   iFT  0.99959069   -3 30 32.7
 TN0812;UTM  11      - 5,336,599.808   701,029.044   MT  1.00009658   +2 00 50.7
 TN0812
 TN0812                          SUPERSEDED SURVEY CONTROL
 TN0812
 TN0812  NAD 83(1986)-  48 09 03.05918(N)    114 17 49.47704(W) AD(       ) 4
 TN0812  NAD 27      -  48 09 03.20728(N)    114 17 46.00594(W) AD(       ) 3
 TN0812
 TN0812.Superseded values are not recommended for survey control.
 TN0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0812.See file dsdata.txt to determine how the superseded data were derived.
 TN0812
 TN0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP0102936600(NAD 83)
 TN0812
 TN0812  HISTORY     - Date     Condition        Report By
 TN0812  HISTORY     - 1959     MONUMENTED       CGS
 TN0812
 TN0812                          STATION DESCRIPTION
 TN0812
 TN0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TN0812'STATION IS LOCATED ABOUT 3-3/4 MILES SOUTH OF THE KALISPELL
 TN0812'RAILROAD DEPOT, 1/2 MILE WEST OF U.S. HIGHWAY 93 AND IN THE
 TN0812'NORTHEAST 1/4 OF SECTION 32, T 28 N, R 21 W.  IT IS THE TOP
 TN0812'CENTER OF A MAST OF LACED STEEL CONSTRUCTION HAVING AN OVERALL
 TN0812'HEIGHT OF 285 FEET.  IT IS PAINTED ALTERNATELY RED AND WHITE.
 TN0812'HAS THREE INTERMITTANTLY SPACED SETS OF STEADY RED LIGHTS AND
 TN0812'ONE FLASHING TOP RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0079 ***********************************************************************
 TN0079  DESIGNATION -  KALISPELL S BASE RM EAST
 TN0079  PID         -  TN0079
 TN0079  STATE/COUNTY-  MT/FLATHEAD
 TN0079  USGS QUAD   -  KALISPELL (1994)
 TN0079
 TN0079                         *CURRENT SURVEY CONTROL
 TN0079  ___________________________________________________________________
 TN0079* NAD 83(1986)-  48 14 32.     (N)    114 16 44.     (W)     SCALED    
 TN0079* NAVD 88     -       893.816  (meters)    2932.46   (feet)  ADJUSTED  
 TN0079  ___________________________________________________________________
 TN0079  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TN0079  DYNAMIC HT  -         893.802 (meters)    2932.42  (feet)  COMP
 TN0079  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 TN0079
 TN0079  VERT ORDER  -  FIRST     CLASS II
 TN0079
 TN0079.The horizontal coordinates were scaled from a topographic map and have
 TN0079.an estimated accuracy of +/- 6 seconds.
 TN0079
 TN0079.The orthometric height was determined by differential leveling
 TN0079.and adjusted by the National Geodetic Survey in June 1991..
 TN0079.WARNING-Repeat measurements at this control monument indicate possible
 TN0079.vertical movement.
 TN0079
 TN0079.The geoid height was determined by GEOID03.
 TN0079
 TN0079.The dynamic height is computed by dividing the NAVD 88
 TN0079.geopotential number by the normal gravity value computed on the
 TN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0079.degrees latitude (g = 980.6199 gals.).
 TN0079
 TN0079.The modeled gravity was interpolated from observed gravity values.
 TN0079
 TN0079;                    North         East    Units  Estimated Accuracy
 TN0079;SPC MT       -   454,440.      245,400.      MT  (+/- 180 meters Scaled)
 TN0079
 TN0079                          SUPERSEDED SURVEY CONTROL
 TN0079
 TN0079  NGVD 29 (??/??/92)  892.660  (m)         2928.67   (f) ADJ UNCH    1 2
 TN0079
 TN0079.Superseded values are not recommended for survey control.
 TN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0079.See file dsdata.txt to determine how the superseded data were derived.
 TN0079
 TN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP020468(NAD 83)
 TN0079_MARKER: P = PIPE CAP
 TN0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0079_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0079
 TN0079  HISTORY     - Date     Condition        Report By
 TN0079  HISTORY     - 1903     MONUMENTED       USGS
 TN0079  HISTORY     - 1933     GOOD             NGS
 TN0079  HISTORY     - 1979     GOOD             NGS
 TN0079
 TN0079                          STATION DESCRIPTION
 TN0079
 TN0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0079'3.5 MI NE FROM KALISPELL.
 TN0079'10 FEET EAST OF TRIANGULATION STATION KALISPELL SOUTH BASE (USGS)
 TN0079'DESCRIBED ABOVE, 45 FEET EAST OF THE TRACK, AND 3 FEET WEST OF THE
 TN0079'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TN0079'REFERENCE MARK CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TN0079
 TN0079                          STATION RECOVERY (1979)
 TN0079
 TN0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0079'2.05 MILES EAST ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH U. S.
 TN0079'HIGHWAY 93 IN KALISPELL, THENCE 1.85 MILES NORTHEAST ALONG LASALLE
 TN0079'ROAD, THENCE 0.2 MILE EAST ALONG W. RESERVE DRIVE, THENCE 0.15 MILE
 TN0079'NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD, SET ON TOP OF AN
 TN0079'IRON PIPE, ON THE RAILROAD RIGHT OF WAY, AND PROJECTING 1 FOOT, 45
 TN0079'FEET EAST OF THE NORTHEAST RAIL, 10 FEET EAST OF THE STATION AND 3
 TN0079'FEET WEST OF A FENCE.
 TN0079'THE MARK IS 1 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0080 ***********************************************************************
 TN0080  DESIGNATION -  KALISPELL S BASE RM SOUTH
 TN0080  PID         -  TN0080
 TN0080  STATE/COUNTY-  MT/FLATHEAD
 TN0080  USGS QUAD   -  KALISPELL (1994)
 TN0080
 TN0080                         *CURRENT SURVEY CONTROL
 TN0080  ___________________________________________________________________
 TN0080* NAD 83(1986)-  48 14 32.     (N)    114 16 44.     (W)     SCALED    
 TN0080* NAVD 88     -       893.833  (meters)    2932.52   (feet)  ADJUSTED  
 TN0080  ___________________________________________________________________
 TN0080  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TN0080  DYNAMIC HT  -         893.820 (meters)    2932.47  (feet)  COMP
 TN0080  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 TN0080
 TN0080  VERT ORDER  -  FIRST     CLASS II
 TN0080
 TN0080.The horizontal coordinates were scaled from a topographic map and have
 TN0080.an estimated accuracy of +/- 6 seconds.
 TN0080
 TN0080.The orthometric height was determined by differential leveling
 TN0080.and adjusted by the National Geodetic Survey in June 1991..
 TN0080
 TN0080.The geoid height was determined by GEOID03.
 TN0080
 TN0080.The dynamic height is computed by dividing the NAVD 88
 TN0080.geopotential number by the normal gravity value computed on the
 TN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0080.degrees latitude (g = 980.6199 gals.).
 TN0080
 TN0080.The modeled gravity was interpolated from observed gravity values.
 TN0080
 TN0080;                    North         East    Units  Estimated Accuracy
 TN0080;SPC MT       -   454,440.      245,400.      MT  (+/- 180 meters Scaled)
 TN0080
 TN0080                          SUPERSEDED SURVEY CONTROL
 TN0080
 TN0080  NGVD 29 (??/??/92)  892.689  (m)         2928.76   (f) ADJ UNCH    1 2
 TN0080
 TN0080.Superseded values are not recommended for survey control.
 TN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0080.See file dsdata.txt to determine how the superseded data were derived.
 TN0080
 TN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP020468(NAD 83)
 TN0080_MARKER: P = PIPE CAP
 TN0080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0080_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0080
 TN0080  HISTORY     - Date     Condition        Report By
 TN0080  HISTORY     - 1903     MONUMENTED       USGS
 TN0080  HISTORY     - 1933     GOOD             NGS
 TN0080  HISTORY     - 1979     POOR             NGS
 TN0080
 TN0080                          STATION DESCRIPTION
 TN0080
 TN0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0080'3.5 MI NE FROM KALISPELL.
 TN0080'20 FEET SOUTH OF TRIANGULATION STATION KALISPELL SOUTH BASE (USGS)
 TN0080'DESCRIBED ABOVE, 35 FEET EAST OF THE TRACK, AND 13 FEET WEST OF THE
 TN0080'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TN0080'REFERENCE MARK CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TN0080
 TN0080                          STATION RECOVERY (1979)
 TN0080
 TN0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0080'MARK IS LEANING BADLY, NOT FIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0081 ***********************************************************************
 TN0081  DESIGNATION -  KALISPELL S BASE RM WEST
 TN0081  PID         -  TN0081
 TN0081  STATE/COUNTY-  MT/FLATHEAD
 TN0081  USGS QUAD   -  KALISPELL (1994)
 TN0081
 TN0081                         *CURRENT SURVEY CONTROL
 TN0081  ___________________________________________________________________
 TN0081* NAD 83(1986)-  48 14 32.     (N)    114 16 44.     (W)     SCALED    
 TN0081* NAVD 88     -       893.809  (meters)    2932.44   (feet)  ADJUSTED  
 TN0081  ___________________________________________________________________
 TN0081  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TN0081  DYNAMIC HT  -         893.796 (meters)    2932.40  (feet)  COMP
 TN0081  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 TN0081
 TN0081  VERT ORDER  -  FIRST     CLASS II
 TN0081
 TN0081.The horizontal coordinates were scaled from a topographic map and have
 TN0081.an estimated accuracy of +/- 6 seconds.
 TN0081
 TN0081.The orthometric height was determined by differential leveling
 TN0081.and adjusted by the National Geodetic Survey in June 1991..
 TN0081.WARNING-Repeat measurements at this control monument indicate possible
 TN0081.vertical movement.
 TN0081
 TN0081.The geoid height was determined by GEOID03.
 TN0081
 TN0081.The dynamic height is computed by dividing the NAVD 88
 TN0081.geopotential number by the normal gravity value computed on the
 TN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TN0081.degrees latitude (g = 980.6199 gals.).
 TN0081
 TN0081.The modeled gravity was interpolated from observed gravity values.
 TN0081
 TN0081;                    North         East    Units  Estimated Accuracy
 TN0081;SPC MT       -   454,440.      245,400.      MT  (+/- 180 meters Scaled)
 TN0081
 TN0081                          SUPERSEDED SURVEY CONTROL
 TN0081
 TN0081  NGVD 29 (??/??/92)  892.655  (m)         2928.65   (f) ADJ UNCH    1 2
 TN0081
 TN0081.Superseded values are not recommended for survey control.
 TN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0081.See file dsdata.txt to determine how the superseded data were derived.
 TN0081
 TN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UQP020468(NAD 83)
 TN0081_MARKER: P = PIPE CAP
 TN0081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TN0081_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TN0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TN0081
 TN0081  HISTORY     - Date     Condition        Report By
 TN0081  HISTORY     - 1903     MONUMENTED       USGS
 TN0081  HISTORY     - 1933     GOOD             NGS
 TN0081  HISTORY     - 1979     GOOD             NGS
 TN0081
 TN0081                          STATION DESCRIPTION
 TN0081
 TN0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TN0081'3.5 MI NE FROM KALISPELL.
 TN0081'12 FEET WEST OF TRIANGULATION STATION KALISPELL SOUTH BASE (USGS)
 TN0081'DESCRIBED ABOVE, 23 FEET EAST OF THE TRACK, AND 25 FEET WEST OF THE
 TN0081'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TN0081'REFERENCE MARK CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TN0081
 TN0081                          STATION RECOVERY (1979)
 TN0081
 TN0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TN0081'2.05 MILES EAST ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH HIGHWAY
 TN0081'93 IN KALISPELL, THENCE 1.85 MILES NORTHEAST ALONG LASALLE ROAD,
 TN0081'THENCE 0.2 MILE EAST ALONG W. RESERVE DRIVE THENCE 0.15 MILE NORTHEAST
 TN0081'ALONG THE BURLINGTON NORTHERN RAILROAD, SET ON TOP OF AN IRON PIPE,
 TN0081'ON THE RAILROAD RIGHT OF WAY, 25 FEET WEST OF A FENCE, 23 FEET EAST
 TN0081'OF THE EAST RAIL AND 12 FEET WEST OF THE STATION.
 TN0081'THE MARK IS 1 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0988 ***********************************************************************
 RX0988  DESIGNATION -  KAMAS
 RX0988  PID         -  RX0988
 RX0988  STATE/COUNTY-  MT/MISSOULA
 RX0988  USGS QUAD   -  MINERAL RIDGE (1965)
 RX0988
 RX0988                         *CURRENT SURVEY CONTROL
 RX0988  ___________________________________________________________________
 RX0988* NAD 83(1992)-  46 47 45.40142(N)    113 37 04.95606(W)     ADJUSTED  
 RX0988* NAVD 88     -      1942.1    (meters)    6372.     (feet)  VERTCON   
 RX0988  ___________________________________________________________________
 RX0988  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 RX0988  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 RX0988
 RX0988  HORZ ORDER  -  SECOND
 RX0988
 RX0988.The horizontal coordinates were established by classical geodetic methods
 RX0988.and adjusted by the National Geodetic Survey in July 1992..
 RX0988
 RX0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0988
 RX0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0988
 RX0988.The geoid height was determined by GEOID03.
 RX0988
 RX0988;                    North         East     Units Scale Factor Converg.
 RX0988;SPC MT       -   291,164.389   285,941.119   MT  0.99939975   -3 00 44.5
 RX0988;SPC MT       -   955,263.74    938,127.03   iFT  0.99939975   -3 00 44.5
 RX0988;UTM  12      - 5,185,816.935   300,209.510   MT  1.00009064   -1 54 32.3
 RX0988
 RX0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0988!SPC MT       -   0.99969786  x   0.99939975  =   0.99909779
 RX0988!UTM  12      -   0.99969786  x   1.00009064  =   0.99978848
 RX0988
 RX0988                          SUPERSEDED SURVEY CONTROL
 RX0988
 RX0988  NAD 83(1986)-  46 47 45.41169(N)    113 37 04.95243(W) AD(       ) 2
 RX0988  NAD 27      -  46 47 45.66800(N)    113 37 01.62300(W) AD(       ) 2
 RX0988  NGVD 29 (07/19/86) 1941.0    (m)         6368.     (f) VERT ANG       
 RX0988
 RX0988.Superseded values are not recommended for survey control.
 RX0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0988.See file dsdata.txt to determine how the superseded data were derived.
 RX0988
 RX0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS0021085817(NAD 83)
 RX0988_MARKER: DS = TRIANGULATION STATION DISK
 RX0988_SETTING: 80 = SET IN A BOULDER
 RX0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RX0988+STABILITY: SURFACE MOTION
 RX0988
 RX0988  HISTORY     - Date     Condition        Report By
 RX0988  HISTORY     - 1934     MONUMENTED       CGS
 RX0988  HISTORY     - 1962     GOOD             USGS
 RX0988
 RX0988                          STATION DESCRIPTION
 RX0988
 RX0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RX0988'THIS STATION IS LOCATED IN SEC. 16, T 12 N, R 16 W, ABOUT 8
 RX0988'MILES ALMOST DUE N OF THE TOWN OF CLINTON, ON THE HIGHEST
 RX0988'POINT OF THE RIDGE WHICH IS THE DIVIDE BETWEEN THE BLACKFOOT
 RX0988'AND CLARK FORK RIVERS.
 RX0988'
 RX0988'THE STATION IS MARKED BY A U.S.G.S. BENCH MARK TABLET SET IN
 RX0988'A BOULDER.
 RX0988'
 RX0988'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 RX0988'HOLE IN A BOULDER, 10 FEET NE FROM STATION.
 RX0988'
 RX0988'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 RX0988'HOLE IN A BOULDER, 13 FEET E BY S FROM STATION.
 RX0988'
 RX0988'TO REACH FROM CLINTON--FOLLOW THE ROAD UP WALLACE CREEK TO WHERE
 RX0988'THE ROAD CROSSES THE DIVIDE.  AT THE DIVIDE FOLLOW THE TOP OF THE
 RX0988'RIDGE IN AN EASTERLY DIRECTION ABOUT 4 MILES TO THE HIGHEST
 RX0988'POINT.  THE STATION IS ON THE FOURTH KNOB ON THE RIDGE.
 RX0988
 RX0988                          STATION RECOVERY (1962)
 RX0988
 RX0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RX0988'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46113-4, STATION 1001.
 RX0988'
 RX0988'RECOVERED BY NGS IN 1934.
 RX0988'
 RX0988'RECOVERED BY USGS IN 1962 AND REDESCRIBED AS FOLLOWS
 RX0988'
 RX0988'STATION LOCATED ABOUT 4.5 MI. (AIRLINE) ENE. OF CLINTON IN SEC. 16,
 RX0988'T 12 N, R 16 W.
 RX0988'
 RX0988'3.1 MI. E. ALONG RD. UP WALLACE CREEK FROM JUNCTION OF COUNTY ROUTE
 RX0988'48 AND U.S. HIGHWAY 10 AT CLINTON TO Y-RD., TURN LEFT (N.) UPHILL ON
 RX0988'RD. AND GO 1.0 MI. TO Y-RD., TURN RIGHT (SE.) AND GO ON RD. 4.4 MI.
 RX0988'TO END OF RD. ON SMALL TOP (FROM THIS POINT A FOUR WHEEL DRIVE
 RX0988'VEHICLE IS NEEDED), TURN LEFT AND FOLLOW RIDGE 0.6 MI. TO SITE OF
 RX0988'STATION TOP.
 RX0988'
 RX0988'STATION MARK--USGS ALUMINUM TABLET CEMENTED IN BOULDER BURIED EVEN
 RX0988'WITH SURFACE OF GROUND, STAMPED---KAMAS USC AND GS 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1198 ***********************************************************************
 SR1198  DESIGNATION -  KANNUCK
 SR1198  PID         -  SR1198
 SR1198  STATE/COUNTY-  MT/PHILLIPS
 SR1198  USGS QUAD   -  DRY COULEE (1965)
 SR1198
 SR1198                         *CURRENT SURVEY CONTROL
 SR1198  ___________________________________________________________________
 SR1198* NAD 83(1992)-  47 35 37.56279(N)    108 10 11.23608(W)     ADJUSTED  
 SR1198* NAVD 88     -       792.78   (+/-2cm)    2601.0    (feet)  VERTCON   
 SR1198  ___________________________________________________________________
 SR1198  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 SR1198  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 SR1198
 SR1198  HORZ ORDER  -  THIRD
 SR1198  VERT ORDER  -  THIRD ? (See Below)
 SR1198
 SR1198.The horizontal coordinates were established by classical geodetic methods
 SR1198.and adjusted by the National Geodetic Survey in July 1992..
 SR1198
 SR1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1198.The vertical order pertains to the NGVD 29 superseded value.
 SR1198
 SR1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1198
 SR1198.The geoid height was determined by GEOID03.
 SR1198
 SR1198;                    North         East     Units Scale Factor Converg.
 SR1198;SPC MT       -   372,400.522   699,983.926   MT  0.99944407   +0 58 23.0
 SR1198;SPC MT       - 1,221,786.49  2,296,535.19   iFT  0.99944407   +0 58 23.0
 SR1198;UTM  12      - 5,275,032.433   712,765.444   MT  1.00015634   +2 05 26.0
 SR1198
 SR1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1198!SPC MT       -   0.99987815  x   0.99944407  =   0.99932228
 SR1198!UTM  12      -   0.99987815  x   1.00015634  =   1.00003447
 SR1198
 SR1198                          SUPERSEDED SURVEY CONTROL
 SR1198
 SR1198  NAD 83(1986)-  47 35 37.55702(N)    108 10 11.21968(W) AD(       ) 3
 SR1198  NGVD 29 (06/01/92)  792.04   (m)         2598.6    (f) LEVELING    3  
 SR1198
 SR1198.Superseded values are not recommended for survey control.
 SR1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1198.See file dsdata.txt to determine how the superseded data were derived.
 SR1198
 SR1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT1276575032(NAD 83)
 SR1198_MARKER: DS = TRIANGULATION STATION DISK
 SR1198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SR1198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SR1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1198
 SR1198  HISTORY     - Date     Condition        Report By
 SR1198  HISTORY     - 1885     MONUMENTED       MORC
 SR1198
 SR1198                          STATION DESCRIPTION
 SR1198
 SR1198'DESCRIBED BY MISSOURI RIVER COMMISSION 1885
 SR1198'KANNUCK IS ON THE LEFT BANK, ON THE RIVER END OF THE FIRST RIDGE BELOW
 SR1198'KANNUCK VALLEY, AND IS NOT ON THE HIGHEST GROUND.  THE TOP OF THE MAIN
 SR1198'RIDGE IS BACK FROM THE STATION, AND THERE IS SLIGHTLY HIGHER GROUND
 SR1198'BETWEEN IT AND THE RIVER.
 SR1198'
 SR1198'STATION MARK--STANDARD MORC TABLET BOLTED TO THE TOP OF A 5 IN. IRON
 SR1198'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0960 ***********************************************************************
 RX0960  DESIGNATION -  KARSHAW
 RX0960  PID         -  RX0960
 RX0960  STATE/COUNTY-  MT/POWELL
 RX0960  USGS QUAD   -  MOOSE CREEK (1968)
 RX0960
 RX0960                         *CURRENT SURVEY CONTROL
 RX0960  ___________________________________________________________________
 RX0960* NAD 83(1992)-  46 57 14.70899(N)    112 51 36.43104(W)     ADJUSTED  
 RX0960* NAVD 88     -      1661.0    (meters)    5449.     (feet)  VERTCON   
 RX0960  ___________________________________________________________________
 RX0960  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 RX0960  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 RX0960
 RX0960  HORZ ORDER  -  FIRST
 RX0960
 RX0960.The horizontal coordinates were established by classical geodetic methods
 RX0960.and adjusted by the National Geodetic Survey in July 1992..
 RX0960
 RX0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0960
 RX0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0960
 RX0960.The geoid height was determined by GEOID03.
 RX0960
 RX0960;                    North         East     Units Scale Factor Converg.
 RX0960;SPC MT       -   305,958.335   344,457.510   MT  0.99939316   -2 27 28.6
 RX0960;SPC MT       - 1,003,800.31  1,130,109.94   iFT  0.99939316   -2 27 28.6
 RX0960;UTM  12      - 5,201,741.171   358,463.888   MT  0.99984621   -1 21 34.6
 RX0960
 RX0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0960!SPC MT       -   0.99974176  x   0.99939316  =   0.99913507
 RX0960!UTM  12      -   0.99974176  x   0.99984621  =   0.99958801
 RX0960
 RX0960|---------------------------------------------------------------------|
 RX0960| PID    Reference Object                     Distance      Geod. Az  |
 RX0960|                                                           dddmmss.s |
 RX0960| CN4661 KARSHAW RM 2                         23.030 METERS 01523     |
 RX0960| CN4660 KARSHAW RM 1                         22.158 METERS 12221     |
 RX0960| CN4659 KARSHAW AZ MK                                      2924602.5 |
 RX0960|---------------------------------------------------------------------|
 RX0960
 RX0960                          SUPERSEDED SURVEY CONTROL
 RX0960
 RX0960  NAD 83(1986)-  46 57 14.71424(N)    112 51 36.41569(W) AD(       ) 1
 RX0960  NAD 27      -  46 57 14.91746(N)    112 51 33.23637(W) AD(       ) 1
 RX0960  NGVD 29 (07/19/86) 1659.9    (m)         5446.     (f) VERT ANG       
 RX0960
 RX0960.Superseded values are not recommended for survey control.
 RX0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0960.See file dsdata.txt to determine how the superseded data were derived.
 RX0960
 RX0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT5846401741(NAD 83)
 RX0960_MARKER: DS = TRIANGULATION STATION DISK
 RX0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RX0960
 RX0960  HISTORY     - Date     Condition        Report By
 RX0960  HISTORY     - 1968     MONUMENTED       CGS
 RX0960
 RX0960                          STATION DESCRIPTION
 RX0960
 RX0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 RX0960'STATION IS LOCATED ABOUT 9 MILES WEST OF LINCOLN, ABOUT 3 MILES WEST
 RX0960'OF THE POWELL-LEWIS AND CLARK COUNTY LINE.  THE STATION MARK IS ON
 RX0960'THE FIRST SHELF ON THE SOUTH SIDE OF KARSHAW MOUNTAIN, NEAR THE
 RX0960'COMMON CORNERS OF SECTIONS 21,22, 27 AND 28.  TOWNSHIP 14
 RX0960'N. RANGE 10 W.  IT IS ON PROPERTY OWNED BY THE ANACONDA FOREST
 RX0960'PRODUCTS.  STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 RX0960'DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 RX0960'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 RX0960'THE DISK IS STAMPED KARSHAW 1968.  THE STATION MARK IS
 RX0960'26.9 FEET NORTHWEST OF A 30 INCH PINE TREE WITH TRIANGLE BLAZE
 RX0960'AND 4.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 RX0960'ATTACHED.
 RX0960'
 RX0960'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO
 RX0960'SOUTHWESTERLY ON STATE HIGHWAY 200 FOR 3.2 MILES TO A SIDEROAD
 RX0960'LEFT AND A SIGN ON THE RIGHT DALTON MTN. ROAD.  CONTINUE SOUTH AND
 RX0960'WEST ON STATE HIGHWAY 20 FOR 12.0 MILES TO A SIDEROAD RIGHT.  TURN
 RX0960'RIGHT AND GO NORTH UP VALLEY FOR 0.05 MILE TO A FORK, KEEP LEFT
 RX0960'FORK AND GO NORTHERLY UP THE WEST SIDE OF VALLEY FOR 0.2 MILE TO A
 RX0960'FORK, KEEP RIGHT FORK MAIN TRAVELED ROAD FOR 0.2 MILE TO A FORK.
 RX0960'KEEP LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 0.2 MILE TO A FORK.
 RX0960'KEEP LEFT AND FOLLOW MAIN TRAVELED ROAD UP HILL FOR 2.6 MILES
 RX0960'TO NEAR THE TOP OF MOUNTAIN WHERE ROAD TURNS SHARP RIGHT, GOING
 RX0960'EAST.  (WALK WEST FOR ABOUT 0.05 MILE TO THE AZIMUTH MARK).  TURN
 RX0960'RIGHT AND GO EAST FOR 0.2 MILE TO STATION AS DESCRIBED.
 RX0960'
 RX0960'AZIMUTH MARK IS 5 FEET NORTH OF TREE WITH SIGN BFPA ATTACHED AND
 RX0960'3.6 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED.  IT IS
 RX0960'MARKED BY A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12
 RX0960'INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 RX0960'SURFACE OF THE GROUND.  THE DISK IS STAMPED KARSHAW
 RX0960'1968.
 RX0960'
 RX0960'REFERENCE MARK NO. 1 IS 74 FEET NORTHEAST OF A 30 INCH TREE WITH
 RX0960'TRIANGLE BLAZE AND 25 FEET SOUTHEAST OF A 24 INCH TREE.  IT IS
 RX0960'MARKED BY A STANDARD DISK SET IN THE TOP OF A 12 INCH CONCRETE
 RX0960'CYLINDER MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 RX0960'GROUND.  THE DISK IS STAMPED KARSHAW NO 1 1968.
 RX0960'
 RX0960'REFERENCE MARK NO. 2 IS 35 FEET WEST-NORTHWEST OF A 24 INCH TREE
 RX0960'AND 32 FEET SOUTHEAST OF A 30 INCH TREE.  IT IS MARKED BY A
 RX0960'STANDARD DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 RX0960'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 RX0960'GROUND.  THE DISK IS STAMPED KARSHAW NO 2 1968.
 RX0960'
 RX0960'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 26.27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1529 ***********************************************************************
 SS1529  DESIGNATION -  KAY
 SS1529  PID         -  SS1529
 SS1529  STATE/COUNTY-  MT/JUDITH BASIN
 SS1529  USGS QUAD   -  THE ARCH (1995)
 SS1529
 SS1529                         *CURRENT SURVEY CONTROL
 SS1529  ___________________________________________________________________
 SS1529* NAD 83(1992)-  47 14 27.01958(N)    110 36 53.87529(W)     ADJUSTED  
 SS1529* NAVD 88     -      1427.2    (meters)    4682.     (feet)  VERTCON   
 SS1529  ___________________________________________________________________
 SS1529  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 SS1529  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 SS1529
 SS1529  HORZ ORDER  -  THIRD
 SS1529
 SS1529.The horizontal coordinates were established by classical geodetic methods
 SS1529.and adjusted by the National Geodetic Survey in July 1992..
 SS1529
 SS1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1529
 SS1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1529
 SS1529.The geoid height was determined by GEOID03.
 SS1529
 SS1529;                    North         East     Units Scale Factor Converg.
 SS1529;SPC MT       -   332,936.502   515,635.455   MT  0.99940055   -0 48 56.2
 SS1529;SPC MT       - 1,092,311.36  1,691,717.37   iFT  0.99940055   -0 48 56.2
 SS1529;UTM  12      - 5,232,000.105   529,140.666   MT  0.99961044   +0 16 57.7
 SS1529
 SS1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1529!SPC MT       -   0.99977833  x   0.99940055  =   0.99917902
 SS1529!UTM  12      -   0.99977833  x   0.99961044  =   0.99938886
 SS1529
 SS1529:                Primary Azimuth Mark                     Grid Az
 SS1529:SPC MT       -  BEACON HILL                              332 32 35.1
 SS1529:UTM  12      -  BEACON HILL                              331 26 41.2
 SS1529
 SS1529|---------------------------------------------------------------------|
 SS1529| PID    Reference Object                     Distance      Geod. Az  |
 SS1529|                                                           dddmmss.s |
 SS1529| SS1525 BEACON HILL                         APPROX.12.1 KM 3314338.9 |
 SS1529|---------------------------------------------------------------------|
 SS1529
 SS1529                          SUPERSEDED SURVEY CONTROL
 SS1529
 SS1529  NAD 83(1986)-  47 14 27.01714(N)    110 36 53.85782(W) AD(       ) 3
 SS1529  NAD 27      -  47 14 27.16757(N)    110 36 51.10709(W) AD(       ) 3
 SS1529  NGVD 29 (07/19/86) 1426.2    (m)         4679.     (f) VERT ANG       
 SS1529
 SS1529.Superseded values are not recommended for survey control.
 SS1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1529.See file dsdata.txt to determine how the superseded data were derived.
 SS1529
 SS1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2914132000(NAD 83)
 SS1529_MARKER: DD = SURVEY DISK
 SS1529_SETTING: 0 = UNSPECIFIED SETTING
 SS1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1529
 SS1529  HISTORY     - Date     Condition        Report By
 SS1529  HISTORY     - 1960     MONUMENTED       USGS
 SS1529
 SS1529                          STATION DESCRIPTION
 SS1529
 SS1529'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SS1529'LOCATED IN JUDITH BASIN COUNTY, MONTANA, ABOUT 6.5 MI. E. OF
 SS1529'RAYNESFORD AND 5.5 MI. W. OF GEYSER AND 0.9 MI. S. OF HIGHWAY 87.
 SS1529'
 SS1529'TO REACH FROM POST OFFICE AT RAYNESFORD, MONTANA, GO S. 0.1 MI. TO
 SS1529'U.S. HIGHWAY 87, TURN LEFT (E.) AND GO 4.9 MI. TO CROSSROADS, TURN
 SS1529'RIGHT (S.) AND GO 1.35 MI. TO GATE IN FENCE ON E. SIDE OF RD., TURN
 SS1529'LEFT (E.) THROUGH GATE AND GO ALONG N. SIDE OF FENCE 0.8 MI. TO TOP
 SS1529'OF RIDGE, TURN LEFT (N.) AND FOLLOW RIDGE 0.65 MI. TO N. END OF
 SS1529'RIDGE AND STATION.
 SS1529'
 SS1529'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED ---KAY 1960---
 SS1529'SET IN CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0754 ***********************************************************************
 TN0754  DESIGNATION -  KAY
 TN0754  PID         -  TN0754
 TN0754  STATE/COUNTY-  MT/LINCOLN
 TN0754  USGS QUAD   -  KILBRENNAN LAKE (1983)
 TN0754
 TN0754                         *CURRENT SURVEY CONTROL
 TN0754  ___________________________________________________________________
 TN0754* NAD 83(1992)-  48 36 00.99520(N)    115 57 44.03711(W)     ADJUSTED  
 TN0754* NAVD 88     -       769.8    (meters)    2526.     (feet)  VERTCON   
 TN0754  ___________________________________________________________________
 TN0754  X           -  -1,850,218.413 (meters)                     COMP
 TN0754  Y           -  -3,799,865.010 (meters)                     COMP
 TN0754  Z           -   4,761,844.350 (meters)                     COMP
 TN0754  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 TN0754  ELLIP HEIGHT-         753.57  (meters)          (07/28/92) GPS OBS
 TN0754  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 TN0754
 TN0754  HORZ ORDER  -  FIRST
 TN0754  ELLP ORDER  -  FIFTH     CLASS I
 TN0754
 TN0754.The horizontal coordinates were established by GPS observations
 TN0754.and adjusted by the National Geodetic Survey in July 1992..
 TN0754
 TN0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0754
 TN0754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TN0754
 TN0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0754
 TN0754.The ellipsoidal height was determined by GPS observations
 TN0754.and is referenced to NAD 83.
 TN0754
 TN0754.The geoid height was determined by GEOID03.
 TN0754
 TN0754;                    North         East     Units Scale Factor Converg.
 TN0754;SPC MT       -   503,067.389   124,020.252   MT  0.99977916   -4 43 37.7
 TN0754;SPC MT       - 1,650,483.56    406,890.59   iFT  0.99977916   -4 43 37.7
 TN0754;UTM  11      - 5,383,541.733   576,509.961   MT  0.99967192   +0 46 42.5
 TN0754
 TN0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0754!SPC MT       -   0.99988191  x   0.99977916  =   0.99966110
 TN0754!UTM  11      -   0.99988191  x   0.99967192  =   0.99955387
 TN0754
 TN0754                          SUPERSEDED SURVEY CONTROL
 TN0754
 TN0754  NAD 83(1986)-  48 36 01.00551(N)    115 57 44.04543(W) AD(       ) 1
 TN0754  NGVD 29 (11/20/87)  768.6    (m)         2522.     (f) GPS OBS        
 TN0754
 TN0754.Superseded values are not recommended for survey control.
 TN0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0754.See file dsdata.txt to determine how the superseded data were derived.
 TN0754
 TN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7651083542(NAD 83)
 TN0754_MARKER: DS = TRIANGULATION STATION DISK
 TN0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0754+STABILITY: SURFACE MOTION
 TN0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TN0754+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TN0754
 TN0754  HISTORY     - Date     Condition        Report By
 TN0754  HISTORY     - 1986     MONUMENTED       NGS
 TN0754
 TN0754                          STATION DESCRIPTION
 TN0754
 TN0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0754'THE STATION IS LOCATED ABOUT 17.6 KM (11.0 MI) NORTHWEST OF TROY,
 TN0754'1.6 KM (1.0 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 2 AND
 TN0754'YAAK RIVER ROAD (ROAD 508) AND ALONG THE NORTHEAST RIGHT OF WAY OF
 TN0754'YAAK RIVER ROAD.
 TN0754'
 TN0754'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND YAAK RIVER ROAD,
 TN0754'WHICH IS ABOUT 16 KM (10 MI) NORTHWEST OF TROY, GO NORTHERLY ON THE
 TN0754'YAAK RIVER ROAD FOR 1.44 KM (0.9 MI) TO THE AZIMUTH MARK ON THE
 TN0754'LEFT.  CONTINUE NORTHEAST ON YAAK RIVER ROAD FOR 1.54 KM (0.6 MI)
 TN0754'TO THE STATION ON THE RIGHT AT THE SOUTH END OF A CURVE.
 TN0754'
 TN0754'STATION MARK, STAMPED---KAY 1986---, IS A STANDARD DISK SET IN THE
 TN0754'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 100
 TN0754'METERS (328 FT) SOUTHWEST OF AN OLD ABANDONED HOUSE, 11.2 METERS
 TN0754'(36.7 FT) SOUTH OF THE CENTER OF THE ROAD AND 2.0 METERS (6.6 FT)
 TN0754'NORTH OF A WITNESS POST.
 TN0754'
 TN0754'AZIMUTH MARK, STAMPED---KAY 1986---, IS A STANDARD DISK SET IN THE
 TN0754'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 35.0
 TN0754'METERS (114.8 FT) WEST OF THE CENTER OF A GRAVEL ROAD LEADING TO
 TN0754'THE NORTH, 10.4 METERS (34.1 FT) NORTH OF THE CENTER OF THE YAAK
 TN0754'RIVER ROAD AND 1.0 METER (3.2 FT) SOUTH OF A WITNESS POST.
 TN0754'
 TN0754'THIS IS A GPS STATION.  THERE WERE NO REFERENCE MARKS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0755 ***********************************************************************
 TN0755  DESIGNATION -  KAY AZ MK
 TN0755  PID         -  TN0755
 TN0755  STATE/COUNTY-  MT/LINCOLN
 TN0755  USGS QUAD   -  KILBRENNAN LAKE (1983)
 TN0755
 TN0755                         *CURRENT SURVEY CONTROL
 TN0755  ___________________________________________________________________
 TN0755* NAD 83(1992)-  48 35 57.31645(N)    115 58 26.10553(W)     ADJUSTED  
 TN0755* NAVD 88     -       764.8    (meters)    2509.     (feet)  VERTCON   
 TN0755  ___________________________________________________________________
 TN0755  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 TN0755  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 TN0755
 TN0755  HORZ ORDER  -  SECOND
 TN0755
 TN0755.The horizontal coordinates were established by classical geodetic methods
 TN0755.and adjusted by the National Geodetic Survey in July 1992..
 TN0755.No horizontal observational check was made to the station.
 TN0755
 TN0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0755
 TN0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0755
 TN0755.The geoid height was determined by GEOID03.
 TN0755
 TN0755;                    North         East     Units Scale Factor Converg.
 TN0755;SPC MT       -   503,025.244   123,152.117   MT  0.99977866   -4 44 08.5
 TN0755;SPC MT       - 1,650,345.29    404,042.38   iFT  0.99977866   -4 44 08.5
 TN0755;UTM  11      - 5,383,416.506   575,649.967   MT  0.99967031   +0 46 10.9
 TN0755
 TN0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0755!SPC MT       -   0.99988268  x   0.99977866  =   0.99966137
 TN0755!UTM  11      -   0.99988268  x   0.99967031  =   0.99955303
 TN0755
 TN0755                          SUPERSEDED SURVEY CONTROL
 TN0755
 TN0755  NAD 83(1986)-  48 35 57.32614(N)    115 58 26.11373(W) AD(       ) 2
 TN0755  NGVD 29 (11/20/87)  763.6    (m)         2505.     (f) VERT ANG       
 TN0755
 TN0755.Superseded values are not recommended for survey control.
 TN0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0755.See file dsdata.txt to determine how the superseded data were derived.
 TN0755
 TN0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7565083417(NAD 83)
 TN0755_MARKER: DZ = AZIMUTH MARK DISK
 TN0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0755_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TN0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0755+STABILITY: SURFACE MOTION
 TN0755
 TN0755  HISTORY     - Date     Condition        Report By
 TN0755  HISTORY     - 1986     MONUMENTED       NGS
 TN0755
 TN0755                          STATION DESCRIPTION
 TN0755
 TN0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TN0755'THE AZIMUTH MARK IS LOCATED ABOUT 17.6 KM (11.0 MI) NORTHWEST OF
 TN0755'TROY, 1.44 KM (0.9 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 2
 TN0755'AND YAAK RIVER ROAD AND ALONG THE NORTH RIGHT OF WAY OF YAAK RIVER
 TN0755'ROAD.
 TN0755'
 TN0755'TO REACH FROM THE JUNCTION OF YAAK RIVER ROAD AND U.S. HIGHWAY 2,
 TN0755'WHICH IS 16 KM (10 MI) NORTHWEST OF TROY, GO NORTHERLY ON YAAK RIVER
 TN0755'ROAD FOR 1.44 KM (0.9 MI) TO THE MARK ON THE LEFT.
 TN0755'
 TN0755'AZIMUTH MARK, STAMPED---KAY 1986---, IS A STANDARD DISK SET IN THE
 TN0755'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 35.0
 TN0755'METERS (114.8 FT) WEST OF THE CENTER OF A GRAVEL ROAD LEADING NORTH,
 TN0755'10.4 METERS (34.1 FT) NORTH OF THE CENTER OF THE HIGHWAY AND 1.0
 TN0755'METER (3.2 FT) SOUTH OF A WITNESS POST.
 TN0755'
 TN0755'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1615 ***********************************************************************
 SS1615  DESIGNATION -  KDLO 1
 SS1615  PID         -  SS1615
 SS1615  STATE/COUNTY-  MT/CHOUTEAU
 SS1615  USGS QUAD   -  DENT BRIDGE (1987)
 SS1615
 SS1615                         *CURRENT SURVEY CONTROL
 SS1615  ___________________________________________________________________
 SS1615* NAD 83(1992)-  47 56 07.25641(N)    111 14 53.35666(W)     ADJUSTED  
 SS1615* NAVD 88     -       986.6    (meters)    3237.     (feet)  VERTCON   
 SS1615  ___________________________________________________________________
 SS1615  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 SS1615  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 SS1615
 SS1615  HORZ ORDER  -  THIRD
 SS1615
 SS1615.The horizontal coordinates were established by classical geodetic methods
 SS1615.and adjusted by the National Geodetic Survey in July 1992..
 SS1615
 SS1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1615
 SS1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1615
 SS1615.The geoid height was determined by GEOID03.
 SS1615
 SS1615;                    North         East     Units Scale Factor Converg.
 SS1615;SPC MT       -   410,967.640   469,453.628   MT  0.99952260   -1 16 43.6
 SS1615;SPC MT       - 1,348,319.03  1,540,202.19   iFT  0.99952260   -1 16 43.6
 SS1615;UTM  12      - 5,309,144.373   481,465.670   MT  0.99960422   -0 11 03.2
 SS1615
 SS1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1615!SPC MT       -   0.99984769  x   0.99952260  =   0.99937037
 SS1615!UTM  12      -   0.99984769  x   0.99960422  =   0.99945197
 SS1615
 SS1615                          SUPERSEDED SURVEY CONTROL
 SS1615
 SS1615  NAD 83(1986)-  47 56 07.25207(N)    111 14 53.33783(W) AD(       ) 3
 SS1615  NGVD 29 (05/18/92)  985.7    (m)         3234.     (f) VERT ANG       
 SS1615
 SS1615.Superseded values are not recommended for survey control.
 SS1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1615.See file dsdata.txt to determine how the superseded data were derived.
 SS1615
 SS1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVU8146609144(NAD 83)
 SS1615_MARKER: DS = TRIANGULATION STATION DISK
 SS1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1615+STABILITY: SURFACE MOTION
 SS1615
 SS1615  HISTORY     - Date     Condition        Report By
 SS1615  HISTORY     - 1947     MONUMENTED       USGS
 SS1615
 SS1615                          STATION DESCRIPTION
 SS1615
 SS1615'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1615'STATION IS LOCATED APPROXIMATELY 28 MI. N., 1.5 MI. E. OF GREAT FALLS,
 SS1615'MONTANA, IN SEC. 8, T 25 N, R 4 E, LOCATED 45 FT. E. OF PP-2-23-C.
 SS1615'ON HIGHEST KNOLL ON INSIDE BEND OF COULEE.
 SS1615'
 SS1615'STATION MARK-STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1615'STAMPED---KDLO-1 1947---.
 SS1615'
 SS1615'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, DISTANCE OF 79.95 FT. FROM
 SS1615'STATION MARK N 00 DEGREES 43 MINUTES E.
 SS1615'
 SS1615'REFERENCE MARK NO. 2--A 3/4 IN. IRON PIPE, DISTANCE OF 59.00 FT. FROM
 SS1615'STATION MARK N 88 DEGREES 55 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1616 ***********************************************************************
 SS1616  DESIGNATION -  KDOL 1
 SS1616  PID         -  SS1616
 SS1616  STATE/COUNTY-  MT/CHOUTEAU
 SS1616  USGS QUAD   -  SHEEP COULEE SPRINGS (1987)
 SS1616
 SS1616                         *CURRENT SURVEY CONTROL
 SS1616  ___________________________________________________________________
 SS1616* NAD 83(1992)-  47 50 35.48278(N)    111 15 18.94363(W)     ADJUSTED  
 SS1616* NAVD 88     -      1029.8    (meters)    3379.     (feet)  VERTCON   
 SS1616  ___________________________________________________________________
 SS1616  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 SS1616  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 SS1616
 SS1616  HORZ ORDER  -  THIRD
 SS1616
 SS1616.The horizontal coordinates were established by classical geodetic methods
 SS1616.and adjusted by the National Geodetic Survey in July 1992..
 SS1616
 SS1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1616
 SS1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1616
 SS1616.The geoid height was determined by GEOID03.
 SS1616
 SS1616;                    North         East     Units Scale Factor Converg.
 SS1616;SPC MT       -   400,740.074   468,693.452   MT  0.99949787   -1 17 02.3
 SS1616;SPC MT       - 1,314,764.02  1,537,708.18   iFT  0.99949787   -1 17 02.3
 SS1616;UTM  12      - 5,298,903.184   480,900.968   MT  0.99960448   -0 11 21.2
 SS1616
 SS1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1616!SPC MT       -   0.99984090  x   0.99949787  =   0.99933885
 SS1616!UTM  12      -   0.99984090  x   0.99960448  =   0.99944545
 SS1616
 SS1616                          SUPERSEDED SURVEY CONTROL
 SS1616
 SS1616  NAD 83(1986)-  47 50 35.47403(N)    111 15 18.93193(W) AD(       ) 3
 SS1616  NGVD 29 (05/18/92) 1028.9    (m)         3376.     (f) VERT ANG       
 SS1616
 SS1616.Superseded values are not recommended for survey control.
 SS1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1616.See file dsdata.txt to determine how the superseded data were derived.
 SS1616
 SS1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8090198903(NAD 83)
 SS1616_MARKER: DS = TRIANGULATION STATION DISK
 SS1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1616+STABILITY: SURFACE MOTION
 SS1616
 SS1616  HISTORY     - Date     Condition        Report By
 SS1616  HISTORY     - 1947     MONUMENTED       USGS
 SS1616
 SS1616                          STATION DESCRIPTION
 SS1616
 SS1616'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1616'STATION IS LOCATED APPROXIMATELY 24 MI. N. OF GREAT FALLS, MONTANA, ON
 SS1616'THE S. LINE OF SEC. 8, T 24 N, R 4 E, LOCATED ON N. SIDE OF SECTION
 SS1616'RIGHT-OF-WAY BETWEEN SECS. 8 AND 17.
 SS1616'
 SS1616'TO REACH FROM GREAT FALLS, DRIVE N. ON WHAT IS KNOWN AS BOOTLEGGER
 SS1616'TRAIL FOR 18 MI., CONTINUE N. AFTER TRAIL TURNS LEFT (W.) AT THE 18
 SS1616'MI. POINT FOR ANOTHER 5.5 MI., TURN RIGHT (E.) FOR 0.5 MI. AND THEN
 SS1616'TURN LEFT (N.) FOR 0.5 MI., TURN LEFT (E.) FOR 0.9 MI. TO STATION ON
 SS1616'N. SIDE OF SECTION RIGHT-OF-WAY.
 SS1616'
 SS1616'STATION MARK--STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1616'STAMPED---KDOL-1 1947---.
 SS1616'
 SS1616'REFERENCE MARK NO. 1--A 3/4-IN. IRON PIPE, DISTANCE OF 61.75 FT. FROM
 SS1616'STATION MARK S 89 DEGREES 19 MINUTES E.
 SS1616'
 SS1616'REFERENCE MARK NO. 2--A 3/4 IN. IRON PIPE, DISTANCE OF 61.10 FT. FROM
 SS1616'STATION MARK S 00 DEGREES 50 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0522 ***********************************************************************
 RW0522  DESIGNATION -  KEEGAN
 RW0522  PID         -  RW0522
 RW0522  STATE/COUNTY-  MT/CASCADE
 RW0522  USGS QUAD   -  BELT PARK BUTTE (1995)
 RW0522
 RW0522                         *CURRENT SURVEY CONTROL
 RW0522  ___________________________________________________________________
 RW0522* NAD 83(1992)-  46 59 58.67033(N)    110 49 49.83781(W)     ADJUSTED  
 RW0522* NAVD 88     -      2141.1    (meters)    7025.     (feet)  VERTCON   
 RW0522  ___________________________________________________________________
 RW0522  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 RW0522  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 RW0522
 RW0522  HORZ ORDER  -  SECOND
 RW0522
 RW0522.The horizontal coordinates were established by classical geodetic methods
 RW0522.and adjusted by the National Geodetic Survey in July 1992..
 RW0522
 RW0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0522
 RW0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0522
 RW0522.The geoid height was determined by GEOID03.
 RW0522
 RW0522;                    North         East     Units Scale Factor Converg.
 RW0522;SPC MT       -   306,395.315   498,872.321   MT  0.99939266   -0 58 23.8
 RW0522;SPC MT       - 1,005,233.97  1,636,720.21   iFT  0.99939266   -0 58 23.8
 RW0522;UTM  12      - 5,205,137.004   512,885.624   MT  0.99960204   +0 07 26.2
 RW0522
 RW0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0522!SPC MT       -   0.99966630  x   0.99939266  =   0.99905917
 RW0522!UTM  12      -   0.99966630  x   0.99960204  =   0.99926848
 RW0522
 RW0522:                Primary Azimuth Mark                     Grid Az
 RW0522:SPC MT       -  KEEGAN AZ MK                             121 35 32.9
 RW0522:UTM  12      -  KEEGAN AZ MK                             120 29 42.9
 RW0522
 RW0522|---------------------------------------------------------------------|
 RW0522| PID    Reference Object                     Distance      Geod. Az  |
 RW0522|                                                           dddmmss.s |
 RW0522| CQ6821 KEEGAN AZ MK                                       1203709.1 |
 RW0522| CQ6822 KEEGAN RM 1                           8.491 METERS 18256     |
 RW0522| CQ6823 KEEGAN RM 2                           8.340 METERS 29043     |
 RW0522|---------------------------------------------------------------------|
 RW0522
 RW0522                          SUPERSEDED SURVEY CONTROL
 RW0522
 RW0522  NAD 83(1986)-  46 59 58.66754(N)    110 49 49.82168(W) AD(       ) 2
 RW0522  NAD 27      -  46 59 58.80900(N)    110 49 47.03310(W) AD(       ) 2
 RW0522  NGVD 29 (07/19/86) 2140.0    (m)         7021.     (f) VERT ANG       
 RW0522
 RW0522.Superseded values are not recommended for survey control.
 RW0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0522.See file dsdata.txt to determine how the superseded data were derived.
 RW0522
 RW0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT1288605137(NAD 83)
 RW0522_MARKER: DS = TRIANGULATION STATION DISK
 RW0522_SETTING: 0 = UNSPECIFIED SETTING
 RW0522
 RW0522  HISTORY     - Date     Condition        Report By
 RW0522  HISTORY     - 1961     MONUMENTED       CGS
 RW0522  HISTORY     - 1968     GOOD             USGS
 RW0522
 RW0522                          STATION DESCRIPTION
 RW0522
 RW0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 RW0522'THE STATION IS ON KEEGAN PEAK.  IT IS ABOUT 6-1/2 MILES SOUTH
 RW0522'OF MONARCH, 3 MILES WEST OF BELT CREEK AND 4 MILES NORTHEAST
 RW0522'OF THE CASCADE-MEAGHER COUNTY LINE.  IT IS IN THE LEWIS AND
 RW0522'CLARK NATIONAL FOREST.
 RW0522'
 RW0522'TO REACH THE STATION FROM THE MONARCH SCHOOLHOUSE IN MONARCH,
 RW0522'GO SOUTHERLY ON U.S. HIGHWAY 89 FOR 3.4 MILES TO A CROSSROADS
 RW0522'AND SIGN BELT PARK ON THE RIGHT.  TURN RIGHT AND GO WEST AND
 RW0522'SOUTH ON GRAVELED ROAD FOR 3.3 MILES TO A SIDE ROAD RIGHT
 RW0522'AND AN OLD SCHOOLHOUSE ON THE LEFT.  CONTINUE AHEAD FOR 1.3
 RW0522'MILES TO A GATE AT A FARM ROAD ON THE RIGHT (TO REACH THE
 RW0522'AZIMUTH MARK FROM HERE, CONTINUE SOUTH FOR 0.8 MILE TO THE
 RW0522'MARK ON THE RIGHT).  TURN RIGHT, PASSING THROUGH THE GATE,
 RW0522'AND GO WEST FOR 0.15 MILE TO A ROCK DITCH CROSSING ON THE
 RW0522'LEFT.  TURN LEFT AND GO SOUTH AND WEST ON DIM TRACK ROAD FOR
 RW0522'0.15 MILE TO A GATE.  PASS THROUGH AND TURN LEFT.  GO SOUTH
 RW0522'FOR 0.05 MILE, BEAR RIGHT FOR 0.05 MILE TO A GATE.  PASS
 RW0522'THROUGH AND CONTINUE WEST FOR 0.05 MILE TO AN OLD
 RW0522'BUILDING.  TURN RIGHT AND GO NORTHWEST FOR 0.05 MILE TO A
 RW0522'GATE.  TURN SHARP LEFT AND GO SOUTHWEST ON DUGOUT ROAD
 RW0522'FOR 0.8 MILE TO THE CREST OF A RIDGE.  BEAR RIGHT AND
 RW0522'GO NORTHWEST ALONG TOP OF RIDGE FOR 0.1 MILE, BEAR LEFT ON
 RW0522'DIM TRACK ROAD FOR 0.1 MILE TO THE BASE OF THE HILL AND
 RW0522'THE END OF TRUCK TRAVEL.  FROM HERE, PACK NORTHWEST AND NORTH
 RW0522'TO THE TOP OF THE HILL AND THE STATION, ABOUT A 20-MINUTE
 RW0522'PACK.
 RW0522'
 RW0522'THE STATION MARK IS A STANDARD DISK, STAMPED KEEGAN 1961,
 RW0522'BRAZED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 6 INCHES.
 RW0522'IT IS 44 FEET NORTHEAST OF THE HIGHEST POINT OF THE HILL
 RW0522'AND ABOUT 4 FEET LOWER.
 RW0522'
 RW0522'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KEEGAN NO 1 1961,
 RW0522'BRAZED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 2 INCHES.
 RW0522'IT IS 26 FEET EAST-NORTHEAST OF THE HIGHEST POINT OF THE
 RW0522'HILL AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 RW0522'
 RW0522'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KEEGAN NO 2 1961,
 RW0522'BRAZED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 8 INCHES.
 RW0522'IT IS 44 FEET NORTH OF THE HIGHEST POINT OF THE HILL AND
 RW0522'ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 RW0522'
 RW0522'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KEEGAN 1961,
 RW0522'CEMENTED IN A DRILL HOLE IN THE TOP OF A 30 X 40 INCH BOULDER
 RW0522'PROJECTING 26 INCHES.  IT IS 108 FEET WEST OF THE CENTERLINE
 RW0522'OF THE GRAVELED ROAD, 53 FEET WEST OF A FENCE, 2.4 FEET SOUTH
 RW0522'OF A WITNESS POST AND 2 FEET WEST OF A SNOW FENCE.  IT IS
 RW0522'ABOUT 0.05 MILE SOUTH OF A RAVINE.
 RW0522
 RW0522                          STATION RECOVERY (1968)
 RW0522
 RW0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RW0522'RECOVERED VIA HELICOPTER.
 RW0522'
 RW0522'STATION MARK--STANDARD USC AND GS STANDARD DISK BRAZED TO THE TOP OF
 RW0522'A 2 IN. PIPE PROJECTING 6 IN. ABOVE GROUND, STAMPED ---KEEGAN 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0941 ***********************************************************************
 TN0941  DESIGNATION -  KEELER MOUNTAIN LOOKOUT TOWER
 TN0941  PID         -  TN0941
 TN0941  STATE/COUNTY-  MT/LINCOLN
 TN0941  USGS QUAD   -  SPAR LAKE (1983)
 TN0941
 TN0941                         *CURRENT SURVEY CONTROL
 TN0941  ___________________________________________________________________
 TN0941* NAD 83(1992)-  48 19 13.28496(N)    115 53 40.99160(W)     ADJUSTED  
 TN0941* NAVD 88     -                                                        
 TN0941  ___________________________________________________________________
 TN0941  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 TN0941  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0941
 TN0941  HORZ ORDER  -  THIRD
 TN0941
 TN0941.The horizontal coordinates were established by classical geodetic methods
 TN0941.and adjusted by the National Geodetic Survey in July 1992..
 TN0941
 TN0941
 TN0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0941
 TN0941.The geoid height was determined by GEOID03.
 TN0941
 TN0941;                    North         East     Units Scale Factor Converg.
 TN0941;SPC MT       -   471,644.944   126,444.102   MT  0.99965437   -4 40 40.0
 TN0941;SPC MT       - 1,547,391.55    414,842.85   iFT  0.99965437   -4 40 40.0
 TN0941;UTM  11      - 5,352,497.862   581,936.602   MT  0.99968249   +0 49 32.0
 TN0941
 TN0941                          SUPERSEDED SURVEY CONTROL
 TN0941
 TN0941  NAD 83(1986)-  48 19 13.29985(N)    115 53 40.98887(W) AD(       ) 4
 TN0941  NAD 27      -  48 19 13.50915(N)    115 53 37.39927(W) AD(       ) 3
 TN0941
 TN0941.Superseded values are not recommended for survey control.
 TN0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0941.See file dsdata.txt to determine how the superseded data were derived.
 TN0941
 TN0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8193752498(NAD 83)
 TN0941
 TN0941  HISTORY     - Date     Condition        Report By
 TN0941  HISTORY     - 1960     MONUMENTED       CGS
 TN0941  HISTORY     - 1968     SEE DESCRIPTION  WAA
 TN0941
 TN0941                          STATION DESCRIPTION
 TN0941
 TN0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0941'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  IT IS
 TN0941'LOCATED IN THE CABINET MOUNTAINS OF IDAHO AND MONTANA, 16-1/2
 TN0941'MILES WEST-SOUTHWEST OF LIBBY, 9-1/2 MILES SOUTH OF TROY,
 TN0941'7 MILES EAST OF THE IDAHO-MONTANA STATE LINE, AND 3 MILES
 TN0941'NORTHWEST OF THE NORTH END OF BULL LAKE.
 TN0941'
 TN0941'THE LOOKOUT IS CONSTRUCTED OF STEEL.  THE CABIN AT THE
 TN0941'TOP OF THE STRUCTURE IS PAINTED WHITE AND IS SUPPORTED BY FOUR
 TN0941'UNPAINTED STEEL LEGS.  THE HEIGHT OVERALL IS APPROXIMATELY
 TN0941'50 FEET.
 TN0941
 TN0941                          STATION RECOVERY (1968)
 TN0941
 TN0941'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1968
 TN0941'LOOKOUT WAS REBUILT IN 1964
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0942 ***********************************************************************
 TN0942  DESIGNATION -  KEELER MTN
 TN0942  PID         -  TN0942
 TN0942  STATE/COUNTY-  MT/LINCOLN
 TN0942  USGS QUAD   -  SPAR LAKE (1983)
 TN0942
 TN0942                         *CURRENT SURVEY CONTROL
 TN0942  ___________________________________________________________________
 TN0942* NAD 83(1992)-  48 19 13.33949(N)    115 53 41.22313(W)     ADJUSTED  
 TN0942* NAVD 88     -      1507.8    (meters)    4947.     (feet)  VERTCON   
 TN0942  ___________________________________________________________________
 TN0942  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 TN0942  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TN0942
 TN0942  HORZ ORDER  -  THIRD
 TN0942
 TN0942.The horizontal coordinates were established by classical geodetic methods
 TN0942.and adjusted by the National Geodetic Survey in July 1992..
 TN0942
 TN0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0942
 TN0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0942
 TN0942.The geoid height was determined by GEOID03.
 TN0942
 TN0942;                    North         East     Units Scale Factor Converg.
 TN0942;SPC MT       -   471,647.011   126,439.488   MT  0.99965438   -4 40 40.1
 TN0942;SPC MT       - 1,547,398.33    414,827.72   iFT  0.99965438   -4 40 40.1
 TN0942;UTM  11      - 5,352,499.476   581,931.810   MT  0.99968248   +0 49 31.8
 TN0942
 TN0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0942!SPC MT       -   0.99976629  x   0.99965438  =   0.99942075
 TN0942!UTM  11      -   0.99976629  x   0.99968248  =   0.99944884
 TN0942
 TN0942:                Primary Azimuth Mark                     Grid Az
 TN0942:SPC MT       -  GROUSE                                   349 40 12.3
 TN0942:UTM  11      -  GROUSE                                   344 10 00.4
 TN0942
 TN0942|---------------------------------------------------------------------|
 TN0942| PID    Reference Object                     Distance      Geod. Az  |
 TN0942|                                                           dddmmss.s |
 TN0942| TN0943 GROUSE                              APPROX. 6.4 KM 3445932.2 |
 TN0942|---------------------------------------------------------------------|
 TN0942
 TN0942                          SUPERSEDED SURVEY CONTROL
 TN0942
 TN0942  NAD 83(1986)-  48 19 13.35384(N)    115 53 41.22169(W) AD(       ) 3
 TN0942  NAD 27      -  48 19 13.56478(N)    115 53 37.63382(W) AD(       ) 3
 TN0942  NGVD 29 (07/19/86) 1506.6    (m)         4943.     (f) VERT ANG       
 TN0942
 TN0942.Superseded values are not recommended for survey control.
 TN0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0942.See file dsdata.txt to determine how the superseded data were derived.
 TN0942
 TN0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8193252499(NAD 83)
 TN0942_MARKER: DD = SURVEY DISK
 TN0942_SETTING: 66 = SET IN ROCK OUTCROP
 TN0942_SP_SET: SET IN ROCK OUTCROP
 TN0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0942+STABILITY: POSITION/ELEVATION WELL
 TN0942
 TN0942  HISTORY     - Date     Condition        Report By
 TN0942  HISTORY     - 1949     MONUMENTED       USGS
 TN0942  HISTORY     - 1963     GOOD             USGS
 TN0942
 TN0942                          STATION DESCRIPTION
 TN0942
 TN0942'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (ELK)
 TN0942'STATION LOCATED ABOUT 10 MI. (AIRLINE) S. OF TROY, MONTANA, ABOUT 5.5
 TN0942'MI. S. AND 16 MI. W. (AIRLINE) OF LIBBY, MONTANA, ON N. END AND
 TN0942'HIGHEST POINT OF KEELER MOUNTAIN, 16 FT. W. OF CENTER OF LOOKOUT
 TN0942'TOWER NEAR FOOT OF NW. LEG OF TOWER.
 TN0942'
 TN0942'TO REACH FROM TROY, MONTANA, DRIVE SE. ON U.S. HIGHWAY 2 2.0 MI.
 TN0942'TURN RIGHT ON LAKE CREEK ROAD 4.5 MI., THEN RIGHT ON MAIN PAVED ROAD
 TN0942'0.7 MI., THENCE LEFT (STRAIGHT) ON MAIN ROAD, 0.7 MI. TAKE RIGHT
 TN0942'FORK 1.1 MI., THEN RIGHT 0.2 MI. TO A FORK.  PROCEED RIGHT 1.6 MI.
 TN0942'THEN TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR 4.7 MI. TO TOP OF
 TN0942'MOUNTAIN AND STATION.
 TN0942'
 TN0942'STATION MARK- STANDARD TABLET STAMPED, -KEELER MOUNTAIN- CEMENTED IN
 TN0942'ROCK SET IN EARTH.
 TN0942'
 TN0942'REFERENCE MARK NO. 1- STANDARD REFERENCE MARK TABLET STAMPED
 TN0942'-KEELER MOUNTAIN NO. 1- CEMENTED IN ROCK SET IN EARTH, 22.74 FT.
 TN0942'FROM STATION, N 75 DEG 09 MIN E.
 TN0942'
 TN0942'REFERENCE MARK NO. 2- USGS BENCH MARK TABLET, STAMPED -KEELER
 TN0942'MOUNTAIN NO. 2- CEMENTED IN ROCK, 36.60 FT. FROM STATION,
 TN0942'N 38 DEG 15 MIN W.
 TN0942
 TN0942                          STATION RECOVERY (1963)
 TN0942
 TN0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TN0942'RECOVERED AND REDESCRIBED AS FOLLOWS
 TN0942'
 TN0942'STATION LOCATED APPROXIMATELY 10 MI. (AIRLINE) S. OF TROY, MONTANA,
 TN0942'APPROXIMATELY 5.5 MI. S. AND 16 MI. W. (AIRLINE) OF LIBBY, MONTANA,
 TN0942'ON N. END AND HIGHEST POINT OF KEELER MOUNTAIN, 16 FT. W. OF CENTER
 TN0942'OF LOOKOUT TOWER, NEAR FOOT OF NW. LEG OF TOWER.
 TN0942'
 TN0942'TO REACH FROM TROY, MONTANA, DRIVE SE. ON U.S. HIGHWAY 2 2.0 MI.,
 TN0942'TURN RIGHT ON LAKE CREEK ROAD 4.5 MI., THEN RIGHT ON MAIN PAVED RD.
 TN0942'0.7 MI., THENCE LEFT (STRAIGHT) ON MAIN RD., 0.7 MI.  TAKE RIGHT FORK
 TN0942'1.1 MI., THEN RIGHT 0.2 MI. TO A FORK, THEN LEFT 3.6 MI. TO ANOTHER
 TN0942'FORK.  PROCEED RIGHT 1.6 MI., THEN TAKE RIGHT FORK AND FOLLOW MAIN RD.
 TN0942'FOR 4.7 MI. TO TOP OF MOUNTAIN AND STATION.
 TN0942'
 TN0942'STATION MARK--STANDARD TABLET, STAMPED ---KEELER MTN.---, CEMENTED IN
 TN0942'ROCK SET IN EARTH.
 TN0942'
 TN0942'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 TN0942'---KEELER MTN. NO. 1---, CEMENTED IN ROCK SET IN EARTH, 22.74 FT.
 TN0942'FROM STATION, N 75 DEG 09 MIN E.
 TN0942'
 TN0942'REFERENCE MARK NO. 2--USGS BENCH MARK TABLET, STAMPED ---KEELER MTN.
 TN0942'NO. 2---, CEMENTED IN ROCK, 36.60 FT. FROM STATION, N 38 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0575 ***********************************************************************
 TL0575  DESIGNATION -  KEIL
 TL0575  PID         -  TL0575
 TL0575  STATE/COUNTY-  MT/PONDERA
 TL0575  USGS QUAD   -  FOWLER COULEE NW (1967)
 TL0575
 TL0575                         *CURRENT SURVEY CONTROL
 TL0575  ___________________________________________________________________
 TL0575* NAD 83(1992)-  48 14 30.21099(N)    111 44 19.00496(W)     ADJUSTED  
 TL0575* NAVD 88     -      1068.     (meters)    3504.     (feet)  SCALED    
 TL0575  ___________________________________________________________________
 TL0575  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 TL0575  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 TL0575
 TL0575  HORZ ORDER  -  THIRD
 TL0575
 TL0575.The horizontal coordinates were established by classical geodetic methods
 TL0575.and adjusted by the National Geodetic Survey in July 1992..
 TL0575
 TL0575.The orthometric height was scaled from a topographic map.
 TL0575
 TL0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0575
 TL0575.The geoid height was determined by GEOID03.
 TL0575
 TL0575;                    North         East     Units Scale Factor Converg.
 TL0575;SPC MT       -   445,937.808   433,809.845   MT  0.99962372   -1 38 15.2
 TL0575;SPC MT       - 1,463,050.55  1,423,260.65   iFT  0.99962372   -1 38 15.2
 TL0575;UTM  12      - 5,343,431.236   445,160.877   MT  0.99963695   -0 33 03.6
 TL0575
 TL0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0575!SPC MT       -   0.99983492  x   0.99962372  =   0.99945870
 TL0575!UTM  12      -   0.99983492  x   0.99963695  =   0.99947193
 TL0575
 TL0575                          SUPERSEDED SURVEY CONTROL
 TL0575
 TL0575  NAD 83(1986)-  48 14 30.21334(N)    111 44 18.99573(W) AD(       ) 4
 TL0575  NAD 27      -  48 14 30.29474(N)    111 44 15.98133(W) AD(       ) 3
 TL0575
 TL0575.Superseded values are not recommended for survey control.
 TL0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0575.See file dsdata.txt to determine how the superseded data were derived.
 TL0575
 TL0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU4516143431(NAD 83)
 TL0575
 TL0575  HISTORY     - Date     Condition        Report By
 TL0575  HISTORY     - 1937     FIRST OBSERVED   USGS
 TL0575
 TL0575                          STATION DESCRIPTION
 TL0575
 TL0575'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 TL0575'LOCATED 3.5 MI. E. AND 1.5 MI. S. OF LEDGER, ON LAND OWNED BY JOHN
 TL0575'KEIL, T 29 N, R 1 W, AND NEAR CENTER OF SECTION 28.
 TL0575'
 TL0575'STATION MARK--CENTER, TOP OF ELEVATOR.
 TL0575'
 TL0575'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0971 ***********************************************************************
 RX0971  DESIGNATION -  KELLY
 RX0971  PID         -  RX0971
 RX0971  STATE/COUNTY-  MT/POWELL
 RX0971  USGS QUAD   -  CHIMNEY LAKES (1965)
 RX0971
 RX0971                         *CURRENT SURVEY CONTROL
 RX0971  ___________________________________________________________________
 RX0971* NAD 83(1992)-  46 51 38.20606(N)    113 00 26.38349(W)     ADJUSTED  
 RX0971* NAVD 88     -      1311.3    (meters)    4302.     (feet)  VERTCON   
 RX0971  ___________________________________________________________________
 RX0971  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 RX0971  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 RX0971
 RX0971  HORZ ORDER  -  SECOND
 RX0971
 RX0971.The horizontal coordinates were established by classical geodetic methods
 RX0971.and adjusted by the National Geodetic Survey in July 1992..
 RX0971
 RX0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0971
 RX0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0971
 RX0971.The geoid height was determined by GEOID03.
 RX0971
 RX0971;                    North         East     Units Scale Factor Converg.
 RX0971;SPC MT       -   296,074.521   332,804.484   MT  0.99939614   -2 33 56.3
 RX0971;SPC MT       -   971,373.10  1,091,878.23   iFT  0.99939614   -2 33 56.3
 RX0971;UTM  12      - 5,191,630.806   346,997.239   MT  0.99988773   -1 27 54.1
 RX0971
 RX0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0971!SPC MT       -   0.99979660  x   0.99939614  =   0.99919287
 RX0971!UTM  12      -   0.99979660  x   0.99988773  =   0.99968436
 RX0971
 RX0971|---------------------------------------------------------------------|
 RX0971| PID    Reference Object                     Distance      Geod. Az  |
 RX0971|                                                           dddmmss.s |
 RX0971| CN4670 KELLY RM 1                            6.172 METERS 09550     |
 RX0971| CN4671 KELLY RM 2                            7.342 METERS 22321     |
 RX0971| CN4669 KELLY AZ MK                                        2985832.5 |
 RX0971|---------------------------------------------------------------------|
 RX0971
 RX0971                          SUPERSEDED SURVEY CONTROL
 RX0971
 RX0971  NAD 83(1986)-  46 51 38.21392(N)    113 00 26.37136(W) AD(       ) 2
 RX0971  NAD 27      -  46 51 38.43710(N)    113 00 23.19180(W) AD(       ) 2
 RX0971  NGVD 29 (07/19/86) 1310.2    (m)         4299.     (f) VERT ANG       
 RX0971
 RX0971.Superseded values are not recommended for survey control.
 RX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0971.See file dsdata.txt to determine how the superseded data were derived.
 RX0971
 RX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS4699791631(NAD 83)
 RX0971_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RX0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RX0971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RX0971
 RX0971  HISTORY     - Date     Condition        Report By
 RX0971  HISTORY     - 1956     MONUMENTED       CGS
 RX0971  HISTORY     - 1957     SEE DESCRIPTION  USE
 RX0971
 RX0971                          STATION DESCRIPTION
 RX0971
 RX0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 RX0971'THE STATION IS ABOUT 2 MILES SOUTHWEST OF HELMVILLE, ON THE
 RX0971'RIGHT-OF-WAY OF A COUNTY ROAD.  IT IS 55 FEET SOUTHEAST OF THE
 RX0971'CENTER OF A CROSSROADS, 18 FEET EAST OF A FENCE CORNER AND 3
 RX0971'FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 RX0971'
 RX0971'TO REACH THE STATION FROM THE POST OFFICE IN HELMVILLE, GO WEST
 RX0971'SOUTH AND WEST ON THE OVANDO ROAD FOR 2.3 MILES TO THE STATION
 RX0971'ON THE LEFT.  CONTINUE WEST ON THE OVANDO ROAD FOR 0.7 MILE TO THE
 RX0971'AZIMUTH MARK ON THE LEFT.
 RX0971'
 RX0971'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 RX0971'KELLY 1956.
 RX0971'
 RX0971'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE CENTER OF THE OVANDO
 RX0971'ROAD, 18 FEET EAST OF THE WITNESS POST AND 2 FEET NORTH OF A
 RX0971'FENCE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RX0971'KELLY NO 1 1956.
 RX0971'
 RX0971'REFERENCE MARK 2 IS 27 FEET EAST OF THE CENTER OF A GRAVELED
 RX0971'ROAD AND 2 FEET EAST OF THE FENCE.  THE MARK PROJECTS 3 INCHES,
 RX0971'AND THE DISK IS STAMPED KELLY NO 2 1956.
 RX0971'
 RX0971'THE AZIMUTH MARK IS 43 FEET WEST OF THE CENTER OF A POLE GATE
 RX0971'AND A TRACK ROAD, 38 FEET SOUTH OF THE CENTER OF THE OVANDO ROAD
 RX0971'AND 4 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 RX0971'MARK IS A UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK
 RX0971'FASTENED TO THE TOP OF A 3-INCH IRON PIPE.  THE PIPE PROJECTS
 RX0971'8 INCHES, AND THE DISK IS STAMPED 4324 MSLA.
 RX0971
 RX0971                          STATION RECOVERY (1957)
 RX0971
 RX0971'RECOVERY NOTE BY US ENGINEERS 1957
 RX0971'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0560 ***********************************************************************
 QW0560  DESIGNATION -  KELLY
 QW0560  PID         -  QW0560
 QW0560  STATE/COUNTY-  MT/YELLOWSTONE
 QW0560  USGS QUAD   -  BILLINGS WEST (1975)
 QW0560
 QW0560                         *CURRENT SURVEY CONTROL
 QW0560  ___________________________________________________________________
 QW0560* NAD 83(1992)-  45 47 56.85485(N)    108 30 45.24823(W)     ADJUSTED  
 QW0560* NAVD 88     -      1068.9    (meters)    3507.     (feet)  VERTCON   
 QW0560  ___________________________________________________________________
 QW0560  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 QW0560  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 QW0560
 QW0560  HORZ ORDER  -  THIRD
 QW0560
 QW0560.The horizontal coordinates were established by classical geodetic methods
 QW0560.and adjusted by the National Geodetic Survey in July 1992..
 QW0560
 QW0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0560
 QW0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0560
 QW0560.The geoid height was determined by GEOID03.
 QW0560
 QW0560;                    North         East     Units Scale Factor Converg.
 QW0560;SPC MT       -   172,644.125   676,734.356   MT  0.99961445   +0 43 20.3
 QW0560;SPC MT       -   566,417.73  2,220,257.07   iFT  0.99961445   +0 43 20.3
 QW0560;UTM  12      - 5,074,738.486   693,301.723   MT  1.00005939   +1 47 01.6
 QW0560
 QW0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0560!SPC MT       -   0.99983456  x   0.99961445  =   0.99944907
 QW0560!UTM  12      -   0.99983456  x   1.00005939  =   0.99989394
 QW0560
 QW0560:                Primary Azimuth Mark                     Grid Az
 QW0560:SPC MT       -  BILLINGS                                 155 24 17.5
 QW0560:UTM  12      -  BILLINGS                                 154 20 36.2
 QW0560
 QW0560|---------------------------------------------------------------------|
 QW0560| PID    Reference Object                     Distance      Geod. Az  |
 QW0560|                                                           dddmmss.s |
 QW0560| QW0518 BILLINGS                            APPROX.10.3 KM 1560737.8 |
 QW0560|---------------------------------------------------------------------|
 QW0560
 QW0560                          SUPERSEDED SURVEY CONTROL
 QW0560
 QW0560  NAD 83(1986)-  45 47 56.84690(N)    108 30 45.23282(W) AD(       ) 3
 QW0560  NAD 27      -  45 47 57.01797(N)    108 30 42.74421(W) AD(       ) 3
 QW0560  NGVD 29 (07/19/86) 1068.1    (m)         3504.     (f) VERT ANG       
 QW0560
 QW0560.Superseded values are not recommended for survey control.
 QW0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0560.See file dsdata.txt to determine how the superseded data were derived.
 QW0560
 QW0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9330274738(NAD 83)
 QW0560_MARKER: DD = SURVEY DISK
 QW0560_SETTING: 66 = SET IN ROCK OUTCROP
 QW0560_SP_SET: SET IN ROCK OUTCROP
 QW0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QW0560+STABILITY: POSITION/ELEVATION WELL
 QW0560
 QW0560  HISTORY     - Date     Condition        Report By
 QW0560  HISTORY     - 1952     MONUMENTED       USGS
 QW0560
 QW0560                          STATION DESCRIPTION
 QW0560
 QW0560'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QW0560'STATION IS LOCATED ON RIMS N. OF BILLINGS IN SEC.29, T.1 N.,R.26 E.,
 QW0560'35.1 FT. S. OF CENTER LINE OF BLACK OTTER TRAIL RD.
 QW0560'
 QW0560'TO REACH FROM BILLINGS POST OFFICE, GO W. ON FIRST AVE. ONE BLOCK TO
 QW0560'27TH STREET.  GO N. ON 27TH TO BILLINGS AIRPORT.  TURN RIGHT E. ALONG
 QW0560'EDGE OF RIMS 1.2 MI. TO STATION.
 QW0560'
 QW0560'STATION MARK - STANDARD USGS TABLET CEMENTED IN SOLID ROCK FLUSH WITH
 QW0560'THE GROUND.
 QW0560'
 QW0560'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0702 ***********************************************************************
 RV0702  DESIGNATION -  KELLY
 RV0702  PID         -  RV0702
 RV0702  STATE/COUNTY-  MT/MUSSELSHELL
 RV0702  USGS QUAD   -  MUSSELSHELL NW (1963)
 RV0702
 RV0702                         *CURRENT SURVEY CONTROL
 RV0702  ___________________________________________________________________
 RV0702* NAD 83(1992)-  46 42 16.76491(N)    108 09 48.38582(W)     ADJUSTED  
 RV0702* NAVD 88     -      1011.0    (meters)    3317.     (feet)  VERTCON   
 RV0702  ___________________________________________________________________
 RV0702  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 RV0702  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 RV0702
 RV0702  HORZ ORDER  -  FIRST
 RV0702
 RV0702.The horizontal coordinates were established by classical geodetic methods
 RV0702.and adjusted by the National Geodetic Survey in July 1992..
 RV0702
 RV0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 RV0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RV0702
 RV0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 RV0702
 RV0702.The geoid height was determined by GEOID03.
 RV0702
 RV0702;                    North         East     Units Scale Factor Converg.
 RV0702;SPC MT       -   273,636.039   702,146.593   MT  0.99940700   +0 58 39.7
 RV0702;SPC MT       -   897,756.03  2,303,630.55   iFT  0.99940700   +0 58 39.7
 RV0702;UTM  12      - 5,176,252.636   716,831.347   MT  1.00017792   +2 03 55.2
 RV0702
 RV0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RV0702!SPC MT       -   0.99984371  x   0.99940700  =   0.99925081
 RV0702!UTM  12      -   0.99984371  x   1.00017792  =   1.00002161
 RV0702
 RV0702:                Primary Azimuth Mark                     Grid Az
 RV0702:SPC MT       -  KELLY RM 3 AZIMUTH                       150 27 18.8
 RV0702:UTM  12      -  KELLY RM 3 AZIMUTH                       149 22 03.3
 RV0702
 RV0702|---------------------------------------------------------------------|
 RV0702| PID    Reference Object                     Distance      Geod. Az  |
 RV0702|                                                           dddmmss.s |
 RV0702| CQ6826 KELLY RM 3 AZIMUTH                                 1512558.5 |
 RV0702| CQ6824 KELLY RM 1                           39.490 METERS 25317     |
 RV0702| CQ6825 KELLY RM 2                           24.808 METERS 30627     |
 RV0702|---------------------------------------------------------------------|
 RV0702
 RV0702                          SUPERSEDED SURVEY CONTROL
 RV0702
 RV0702  NAD 83(1986)-  46 42 16.76023(N)    108 09 48.36183(W) AD(       ) 1
 RV0702  NAD 27      -  46 42 16.84700(N)    108 09 45.93100(W) AD(       ) 1
 RV0702  NGVD 29 (07/19/86) 1010.3    (m)         3315.     (f) VERT ANG       
 RV0702
 RV0702.Superseded values are not recommended for survey control.
 RV0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0702.See file dsdata.txt to determine how the superseded data were derived.
 RV0702
 RV0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS1683176253(NAD 83)
 RV0702_MARKER: DS = TRIANGULATION STATION DISK
 RV0702_SETTING: 66 = SET IN ROCK OUTCROP
 RV0702
 RV0702  HISTORY     - Date     Condition        Report By
 RV0702  HISTORY     - 1934     MONUMENTED       CGS
 RV0702  HISTORY     - 1963     GOOD             USGS
 RV0702  HISTORY     - 1972     GOOD             NGS
 RV0702
 RV0702                          STATION DESCRIPTION
 RV0702
 RV0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RV0702'STATION IS BEST REACHED FROM THE POST OFFICE IN THE TOWN OF
 RV0702'MUSSELSHELL BY GOING NORTH 0.1 MILE TO A STEEL BRIDGE, CONTINUE
 RV0702'NORTH AND PASS OVER THE RAILROAD TRACKS, CONTINUE NORTH FOR
 RV0702'0.2 MILE TO FORKS WITH SIGN READING FLATS, TAKE THE LEFT FORK
 RV0702'(WEST) GO 2.6 MILES PAST AIRPORT ON THE LEFT AND CONTINUE ON
 RV0702'MAIN-TRAVELED ROAD TO A SIGN ON LEFT SIDE OF ROAD READING
 RV0702'KELLY, TURN RIGHT (NORTH) AND GO 7.6 MILES TO A BRIDGE,
 RV0702'CROSS BRIDGE AND GO 0.2 MILE TO FORK, ANGLE FOR 1.1 MILES IN
 RV0702'A NORTHERLY DIRECTION TO ANOTHER ROAD COMING IN FROM THE
 RV0702'EAST, HERE TURN NORTH BETWEEN FENCES AND GO UP LANE ON
 RV0702'MAIN-TRAVELED ROAD FOR 1.7 MILES TO A GATE ON THE RIGHT.  AT
 RV0702'THIS POINT AN OLD TRACTOR WILL BE SEEN TO THE LEFT IN
 RV0702'ANOTHER FIELD.  TURN THROUGH THE GATE RIGHT AND FOLLOW THE
 RV0702'FENCE LINE (EAST) FOR ABOUT 0.3 MILE AND THE STATION WILL
 RV0702'BE FOUND ABOUT 50 YARDS NORTH OF THE FENCE.
 RV0702'
 RV0702'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET AS
 RV0702'ROCK OUTCROP.
 RV0702
 RV0702                          STATION RECOVERY (1963)
 RV0702
 RV0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (JRP)
 RV0702'KELLY--TO REACH FROM THE P.O. IN MUSSELSHELL, GO N. FOR 0.8 MI.
 RV0702'TO U.S. HWY 12.  THENCE E. 0.1 MI. TO A T. RD. N., THENCE N.
 RV0702'ALONG THE MUSSELSHELL-WINNETT RD FOR 14.4 MI. TO THE TOP OF
 RV0702'A RIDGE.  GO E. ALONG TOP OF RIDGE FOR 300 FT AND STATION.
 RV0702
 RV0702                          STATION RECOVERY (1972)
 RV0702
 RV0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 RV0702'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 RV0702'FOUND TO BE IN GOOD CONDITION.  A REFERENCE MARK 3 WAS SET AT
 RV0702'THIS TIME.
 RV0702'
 RV0702'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF
 RV0702'MUSSELSHELL, 22 MILES SOUTH-SOUTHEAST OF WINNETT, ON THE WEST
 RV0702'END OF A LOW RIDGE, AND ON PROPERTY OF THE GOFFENA RANCH AND
 RV0702'LIVESTOCK COMPANY.
 RV0702'
 RV0702'TO REACH THE STATION FROM THE POST OFFICE IN MUSSELSHELL, GO NORTH
 RV0702'ON PAVED ROAD FOR 0.7 MILE TO THE JUNCTION WITH U.S. HIGHWAY 12.
 RV0702'TURN RIGHT AND GO EAST ON U.S. HIGHWAY 12 FOR 0.1 MILE TO A SIDE
 RV0702'ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 9.4
 RV0702'MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD NORTH FOR 3.9
 RV0702'MILES TO THE REFERENCE MARK 3 ON THE RIGHT.  CONTINUE NORTH
 RV0702'FOR 1 MILE TO A CROSSROAD AT THE SUMMIT OF THE GRADE.  TURN
 RV0702'RIGHT AND GO EAST ON TRACK ROAD .05 MILE TO THE HIGHEST POINT
 RV0702'ON THE WEST END OF THE RIDGE AND THE STATION.
 RV0702'
 RV0702'THE STATION MARK IS A STANDARD DISK STAMPED KELLY 1934, SET
 RV0702'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 RV0702'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 13.2 FEET EAST-SOUTHEAST
 RV0702'OF A METAL WITNESS POST WITH SIGN ATTACHED, AND 134 FEET NORTH
 RV0702'OF THE CENTER OF THE TRACK ROAD.
 RV0702'
 RV0702'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KELLY NO 1 1934,
 RV0702'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 60
 RV0702'FEET NORTH OF THE CENTER OF THE TRACK ROAD, AND 120 FEET
 RV0702'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  IT IS ABOUT 24
 RV0702'FEET LOWER THAN THE STATION MARK.
 RV0702'
 RV0702'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KELLY NO 2 1934,
 RV0702'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 71.8
 RV0702'FEET WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 RV0702'AND ABOUT 20 FEET LOWER THAN THE STATION MARK.
 RV0702'
 RV0702'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KELLY 1934 NO 3
 RV0702'1972, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 RV0702'2.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 RV0702'ATTACHED, AND 125 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 RV0702'
 RV0702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 RV0702'NORTH-NORTHWEST OF MUSSELSHELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0620 ***********************************************************************
 SQ0620  DESIGNATION -  KELLY ET
 SQ0620  PID         -  SQ0620
 SQ0620  STATE/COUNTY-  MT/GARFIELD
 SQ0620  USGS QUAD   -  BATEMAN COULEE NE (1964)
 SQ0620
 SQ0620                         *CURRENT SURVEY CONTROL
 SQ0620  ___________________________________________________________________
 SQ0620* NAD 83(1992)-  47 25 38.75386(N)    106 32 44.66174(W)     ADJUSTED  
 SQ0620* NAVD 88     -       861.2    (meters)    2825.     (feet)  VERTCON   
 SQ0620  ___________________________________________________________________
 SQ0620  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 SQ0620  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 SQ0620
 SQ0620  HORZ ORDER  -  THIRD
 SQ0620
 SQ0620.The horizontal coordinates were established by classical geodetic methods
 SQ0620.and adjusted by the National Geodetic Survey in July 1992..
 SQ0620
 SQ0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 SQ0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SQ0620
 SQ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 SQ0620
 SQ0620.The geoid height was determined by GEOID03.
 SQ0620
 SQ0620;                    North         East     Units Scale Factor Converg.
 SQ0620;SPC MT       -   357,269.173   822,708.713   MT  0.99941881   +2 09 39.8
 SQ0620;SPC MT       - 1,172,142.96  2,699,175.57   iFT  0.99941881   +2 09 39.8
 SQ0620;UTM  13      - 5,253,822.961   383,425.923   MT  0.99976700   -1 08 18.4
 SQ0620
 SQ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SQ0620!SPC MT       -   0.99986752  x   0.99941881  =   0.99928640
 SQ0620!UTM  13      -   0.99986752  x   0.99976700  =   0.99963455
 SQ0620
 SQ0620                          SUPERSEDED SURVEY CONTROL
 SQ0620
 SQ0620  NAD 83(1986)-  47 25 38.74321(N)    106 32 44.64046(W) AD(       ) 3
 SQ0620  NGVD 29 (06/10/92)  860.5    (m)         2823.     (f) VERT ANG       
 SQ0620
 SQ0620.Superseded values are not recommended for survey control.
 SQ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0620.See file dsdata.txt to determine how the superseded data were derived.
 SQ0620
 SQ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN8342653823(NAD 83)
 SQ0620_MARKER: DS = TRIANGULATION STATION DISK
 SQ0620_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SQ0620_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SQ0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SQ0620
 SQ0620  HISTORY     - Date     Condition        Report By
 SQ0620  HISTORY     - 1964     MONUMENTED       USGS
 SQ0620
 SQ0620                          STATION DESCRIPTION
 SQ0620
 SQ0620'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SQ0620'STATION IS ABOUT 20 MI. E. AND 6 MI. N. OF JORDAN, MONTANA, IN THE
 SQ0620'SW. 1/4, SEC. 6, T 19 N, R 41 E, APPROXIMATELY 2,000 FT. E. OF THE
 SQ0620'HEAD OF KELLY CREEK.
 SQ0620'
 SQ0620'TO REACH FROM THE POST OFFICE IN JORDAN, MONTANA, GO E. ON STATE
 SQ0620'HIGHWAY 20 22.0 MI. TO A WIRE GATE ON LEFT, TURN LEFT AND FOLLOW TRACK
 SQ0620'RD. N. 0.5 MI. TO A Y-JUNCTION, TAKE LEFT FORK 1.55 MI. TO A
 SQ0620'Y-JUNCTION JUST AFTER FORDING CREEKBED, TAKE RIGHT FORK NW. 1.9 MI.
 SQ0620'TO A Y-JUNCTION AT W. END OF DAM, TAKE RIGHT FORK (STRAIGHT AHEAD) NW.
 SQ0620'1.4 MI. TO Y-JUNCTION, TAKE RIGHT FORK 1.25 MI. TO A Y-JUNCTION, TAKE
 SQ0620'LEFT FORK 1.4 MI. TO POINT WHERE RD. MAKES A 90 DEGREE CURVE TO RIGHT,
 SQ0620'TURN LEFT AT CURVE, LEAVING RD., AND GO 0.05 MI. SW. TO TOP OF HILL
 SQ0620'AND STATION, WHICH IS 44 FT. NE. OF THE SW. POINT OF THE HILL.
 SQ0620'
 SQ0620'STATION MARK--STANDARD BRASS USGS TRIANGULATION STATION TABLET,
 SQ0620'RIVETED TO A 3/4 IN. IRON PIPE WHICH PROJECTS 0.3 FT., STAMPED---
 SQ0620'---KELLY-ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1128 ***********************************************************************
 SR1128  DESIGNATION -  KENDALL
 SR1128  PID         -  SR1128
 SR1128  STATE/COUNTY-  MT/FERGUS
 SR1128  USGS QUAD   -  KENDALL (1985)
 SR1128
 SR1128                         *CURRENT SURVEY CONTROL
 SR1128  ___________________________________________________________________
 SR1128* NAD 83(1992)-  47 16 42.64437(N)    109 24 25.82097(W)     ADJUSTED  
 SR1128* NAVD 88     -      1299.7    (meters)    4264.     (feet)  VERTCON   
 SR1128  ___________________________________________________________________
 SR1128  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 SR1128  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 SR1128
 SR1128  HORZ ORDER  -  FIRST
 SR1128
 SR1128.The horizontal coordinates were established by classical geodetic methods
 SR1128.and adjusted by the National Geodetic Survey in July 1992..
 SR1128
 SR1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1128
 SR1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1128
 SR1128.The geoid height was determined by GEOID03.
 SR1128
 SR1128;                    North         East     Units Scale Factor Converg.
 SR1128;SPC MT       -   336,526.076   607,019.126   MT  0.99940338   +0 04 04.5
 SR1128;SPC MT       - 1,104,088.18  1,991,532.57   iFT  0.99940338   +0 04 04.5
 SR1128;UTM  12      - 5,237,345.236   620,463.710   MT  0.99977834   +1 10 13.2
 SR1128
 SR1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1128!SPC MT       -   0.99979841  x   0.99940338  =   0.99920191
 SR1128!UTM  12      -   0.99979841  x   0.99977834  =   0.99957680
 SR1128
 SR1128:                Primary Azimuth Mark                     Grid Az
 SR1128:SPC MT       -  MOULTON GREELY ELEVATOR                  028 24 52.9
 SR1128:UTM  12      -  MOULTON GREELY ELEVATOR                  027 18 44.2
 SR1128
 SR1128|---------------------------------------------------------------------|
 SR1128| PID    Reference Object                     Distance      Geod. Az  |
 SR1128|                                                           dddmmss.s |
 SR1128| SR1127 MOULTON GREELY ELEVATOR             APPROX. 8.8 KM 0282857.4 |
 SR1128| CQ6828 KENDALL RM 1                          7.239 METERS 06945     |
 SR1128| CQ6827 KENDALL AZ MK                                      1095154.6 |
 SR1128| CQ6829 KENDALL RM 2                          5.731 METERS 16938     |
 SR1128| SR1135 SOUTH MOCCASIN MTS LOT              APPROX.14.9 KM 2210135.9 |
 SR1128|---------------------------------------------------------------------|
 SR1128
 SR1128                          SUPERSEDED SURVEY CONTROL
 SR1128
 SR1128  NAD 83(1986)-  47 16 42.64163(N)    109 24 25.80143(W) AD(       ) 1
 SR1128  NAD 27      -  47 16 42.72100(N)    109 24 23.14900(W) AD(       ) 1
 SR1128  NGVD 29 (07/19/86) 1298.8    (m)         4261.     (f) VERT ANG       
 SR1128
 SR1128.Superseded values are not recommended for survey control.
 SR1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1128.See file dsdata.txt to determine how the superseded data were derived.
 SR1128
 SR1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT2046437345(NAD 83)
 SR1128_MARKER: DS = TRIANGULATION STATION DISK
 SR1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR1128
 SR1128  HISTORY     - Date     Condition        Report By
 SR1128  HISTORY     - 1949     MONUMENTED       CGS
 SR1128
 SR1128                          STATION DESCRIPTION
 SR1128
 SR1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1128'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF HILGER,
 SR1128'ON PROPERTY OWNED BY MR. JOE PETERS, ON THE HIGHEST POINT OF
 SR1128'A GRASSY KNOLL, 97 FEET NORTH OF A WIRE FENCE, AND 5.3 FEET
 SR1128'EAST OF A WITNESS POST.
 SR1128'
 SR1128'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HILGER, GO
 SR1128'NORTHERLY ON THE WINIFRED ROAD FOR 1.4 MILES.  THEN LEFT,
 SR1128'WESTERLY, FOR 1.5 MILES.  THEN RIGHT, NORTHERLY, FOR 0.1 MILE.
 SR1128'THEN LEFT, WESTERLY, FOR 0.3 MILE TO THE AZIMUTH MARK ON
 SR1128'THE LEFT AS DESCRIBED.  CONTINUE WESTERLY FOR 0.25 MILE TO
 SR1128'A GATE.  THEN THROUGH GATE, BEAR TO THE RIGHT (NORTHWESTERLY)
 SR1128'FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 SR1128'
 SR1128'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 SR1128'KENDALL 1949.
 SR1128'
 SR1128'REFERENCE MARK NO. 1 IS 10 FEET WEST OF THE EAST EDGE OF THE
 SR1128'KNOLL.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED KENDALL
 SR1128'NO 1 1949.
 SR1128'
 SR1128'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE KNOLL, AND
 SR1128'73 FEET NORTH OF THE WIRE FENCE.  IT PROJECTS 3 INCHES, AND THE
 SR1128'DISK IS STAMPED KENDALL NO 2 1949.
 SR1128'
 SR1128'THE AZIMUTH MARK IS 0.4 MILE FROM THE STATION, 23 FEET SOUTH
 SR1128'OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 3.6 FEET WEST
 SR1128'OF A WITNESS POST, AND 3 FEET NORTH OF A WIRE FENCE.  IT
 SR1128'PROJECTS 10 INCHES, AND THE DISK IS STAMPED KENDALL 1949.
 SR1128'
 SR1128'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SR1128'SQUARE CONCRETE POSTS.
 SR1128'
 SR1128'FOUR FOOT WOODEN STANDS AT NORTH MOCCASIN, DOGMELLE (USGS),
 SR1128'FOX PASS, PYRAMID (USGS) AND A 10 FOOT WOODEN STAND AT FERGUS
 SR1128'(USGS) ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0914 ***********************************************************************
 TN0914  DESIGNATION -  KENELTY
 TN0914  PID         -  TN0914
 TN0914  STATE/COUNTY-  MT/LINCOLN
 TN0914  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0914
 TN0914                         *CURRENT SURVEY CONTROL
 TN0914  ___________________________________________________________________
 TN0914* NAD 83(1992)-  48 05 13.50744(N)    115 18 46.74807(W)     ADJUSTED  
 TN0914* NAVD 88     -      1808.9    (meters)    5935.     (feet)  VERTCON   
 TN0914  ___________________________________________________________________
 TN0914  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 TN0914  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TN0914
 TN0914  HORZ ORDER  -  FIRST
 TN0914
 TN0914.The horizontal coordinates were established by classical geodetic methods
 TN0914.and adjusted by the National Geodetic Survey in July 1992..
 TN0914
 TN0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0914
 TN0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0914
 TN0914.The geoid height was determined by GEOID03.
 TN0914
 TN0914;                    North         East     Units Scale Factor Converg.
 TN0914;SPC MT       -   442,430.475   167,518.367   MT  0.99956904   -4 15 08.0
 TN0914;SPC MT       - 1,451,543.55    549,600.94   iFT  0.99956904   -4 15 08.0
 TN0914;UTM  11      - 5,327,356.008   625,629.822   MT  0.99979393   +1 15 20.1
 TN0914
 TN0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0914!SPC MT       -   0.99971906  x   0.99956904  =   0.99928822
 TN0914!UTM  11      -   0.99971906  x   0.99979393  =   0.99951305
 TN0914
 TN0914|---------------------------------------------------------------------|
 TN0914| PID    Reference Object                     Distance      Geod. Az  |
 TN0914|                                                           dddmmss.s |
 TN0914| CH6872 KENELTY RM 2                         10.549 METERS 05244     |
 TN0914| TN0918 BARREN PEAK LOOKOUT TOWER           APPROX.10.2 KM 2274329.4 |
 TN0914| TN0919 HORSE MOUNTAIN LOOKOUT TOWER        APPROX.13.8 KM 2950514.1 |
 TN0914| TN0916 KENELTY MTN LOOKOUT TOWER            10.221 METERS 29518     |
 TN0914| CH6871 KENELTY RM 1                          8.982 METERS 30349     |
 TN0914| CH6870 KENELTY AZ MK                                      3172521.6 |
 TN0914|---------------------------------------------------------------------|
 TN0914
 TN0914                          SUPERSEDED SURVEY CONTROL
 TN0914
 TN0914  NAD 83(1986)-  48 05 13.51581(N)    115 18 46.75322(W) AD(       ) 1
 TN0914  NAD 27      -  48 05 13.70335(N)    115 18 43.13489(W) AD(       ) 1
 TN0914  NGVD 29 (07/19/86) 1807.7    (m)         5931.     (f) VERT ANG       
 TN0914
 TN0914.Superseded values are not recommended for survey control.
 TN0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0914.See file dsdata.txt to determine how the superseded data were derived.
 TN0914
 TN0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP2563027356(NAD 83)
 TN0914_MARKER: DS = TRIANGULATION STATION DISK
 TN0914_SETTING: 66 = SET IN ROCK OUTCROP
 TN0914_SP_SET: SET IN A ROCK LEDGE
 TN0914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN0914+STABILITY: POSITION/ELEVATION WELL
 TN0914
 TN0914  HISTORY     - Date     Condition        Report By
 TN0914  HISTORY     - UNK      MONUMENTED       USGS
 TN0914  HISTORY     - 1960     GOOD             CGS
 TN0914  HISTORY     - 1966     GOOD             USGS
 TN0914
 TN0914                          STATION DESCRIPTION
 TN0914
 TN0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0914'STATION IS LOCATED ABOUT 21 MILES SOUTH AND 11 MILES EAST
 TN0914'OF LIBBY, 5 MILES WEST AND 3/4 MILE NORTH OF THE SOUTHWEST TIP
 TN0914'OF LOON LAKE, 3 MILES NORTH AND 3/4 MILE WEST OF THE RAVEN
 TN0914'RANGER STATION ON U.S. HIGHWAY 2, 3 MILES EAST OF FISHER RIVER,
 TN0914'NEAR THE EAST SIDE CENTER OF SECTION 22, T 27 N, R 29 W, AT
 TN0914'THE HIGHEST PART OF KENELTY MTN HAVING A GEOLOGICAL SURVEY
 TN0914'ELEVATION OF 5983 FEET ABOVE SEA LEVEL AND AT THE SITE OF
 TN0914'KENELTY MTN LOOKOUT TOWER.
 TN0914'
 TN0914'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 TN0914'KENELTY, CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK PROJECTING
 TN0914'2 FEET ON THE NORTH SIDE AND FLUSH ON THE SOUTH SIDE.  IT IS
 TN0914'31.6 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT
 TN0914'TOWER AND 23.4 FEET EAST-SOUTHEAST OF THE SOUTHEAST LEG.
 TN0914'
 TN0914'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 TN0914'DISK, STAMPED REF, CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK.
 TN0914'IT IS 10.3 FEET NORTH-NORTHWEST OF THE SOUTHEAST LEG OF THE
 TN0914'LOOKOUT TOWER AND 6.4 FEET SOUTH-SOUTHWEST OF THE NORTHEAST
 TN0914'LEG.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 TN0914'
 TN0914'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KENELTY NO 2 1960,
 TN0914'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK PROJECTING 3
 TN0914'INCHES.  IT IS 50 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT
 TN0914'TOWER AND 52 FEET EAST-NORTHEAST OF THE SOUTHEAST LEG.  IT
 TN0914'IS ABOUT 8 FEET LOWER THAN THE STATION MARK.
 TN0914'
 TN0914'AZIMUTH MARK IS A STANDARD DISK, STAMPED KENELTY 1960, CEMENTED
 TN0914'IN A DRILL HOLE IN OUTCROPPING ROCK PROJECTING 8 INCHES.  IT IS
 TN0914'IN AN OPEN AREA ON THE SOUTHEAST SLOPE OF THE FIRST RIDGE (RIDGE
 TN0914'LIES NORTHEAST-SOUTHWEST) NORTHWEST OF THE STATION AND ABOUT
 TN0914'20 FEET LOWER THAN THE CREST OF THE RIDGE.  IT IS 42 FEET
 TN0914'SOUTHEAST OF A 6 INCH PINE TREE WITH A TRIANGLE BLAZE ON ITS
 TN0914'SOUTHEAST SIDE AND 9 FEET EAST OF AN 8 INCH PINE TREE WITH
 TN0914'A TRIANGLE BLAZE ON ITS EAST SIDE.
 TN0914'
 TN0914'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF
 TN0914'THE BASE OF THE LOOKOUT TOWER, THE DISTANCE AND DIRECTION BEING
 TN0914'AS SHOWN ABOVE.
 TN0914'
 TN0914'STATION WAS REACHED BY HELICOPTER BUT CAN ALSO BE REACHED
 TN0914'BY TRUCK AND TRAIL AS FOLLOWS--TO REACH FROM THE RAVEN RANGER
 TN0914'STATION, GO NORTHEAST ON U.S. HIGHWAY 2 FOR ABOUT 0.6 MILE
 TN0914'TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW GRAVELED ROAD NORTH
 TN0914'UP RAVEN CREEK FOR ABOUT 0.5 MILE TO FOREST SERVICE TRAIL NUMBER
 TN0914'104 RIGHT.  PACK NORTHERLY AND NORTHWESTERLY ON TRAIL 104 AN
 TN0914'AIRLINE DISTANCE OF 2-1/2 MILES TO THE TOP OF KENELTY MTN.
 TN0914'AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION
 TN0914'PACK NORTHWESTERLY AND NORTHERLY ACROSS COUNTRY FOR ABOUT 20
 TN0914'MINUTES TO THE MARK AS DESCRIBED.
 TN0914
 TN0914                          STATION RECOVERY (1966)
 TN0914
 TN0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (CFL)
 TN0914'RECOVERED BY HELICOPTER
 TN0914'
 TN0914'STATION MARK- BRONZE TABLET STAMPED -KENELTY- CEMENTED IN ROCK OUT-
 TN0914'CROP SE. OF FOREST SERVICE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0916 ***********************************************************************
 TN0916  DESIGNATION -  KENELTY MTN LOOKOUT TOWER
 TN0916  PID         -  TN0916
 TN0916  STATE/COUNTY-  MT/LINCOLN
 TN0916  USGS QUAD   -  KENELTY MOUNTAIN (1983)
 TN0916
 TN0916                         *CURRENT SURVEY CONTROL
 TN0916  ___________________________________________________________________
 TN0916* NAD 83(1992)-  48 05 13.64885(N)    115 18 47.19461(W)     ADJUSTED  
 TN0916* NAVD 88     -                                                        
 TN0916  ___________________________________________________________________
 TN0916  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 TN0916  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TN0916
 TN0916  HORZ ORDER  -  THIRD
 TN0916
 TN0916.The horizontal coordinates were established by classical geodetic methods
 TN0916.and adjusted by the National Geodetic Survey in July 1992..
 TN0916
 TN0916
 TN0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0916
 TN0916.The geoid height was determined by GEOID03.
 TN0916
 TN0916;                    North         East     Units Scale Factor Converg.
 TN0916;SPC MT       -   442,435.514   167,509.480   MT  0.99956906   -4 15 08.3
 TN0916;SPC MT       - 1,451,560.09    549,571.78   iFT  0.99956906   -4 15 08.3
 TN0916;UTM  11      - 5,327,360.171   625,620.490   MT  0.99979390   +1 15 19.7
 TN0916
 TN0916                          SUPERSEDED SURVEY CONTROL
 TN0916
 TN0916  NAD 83(1986)-  48 05 13.65722(N)    115 18 47.19976(W) AD(       ) 4
 TN0916  NAD 27      -  48 05 13.84476(N)    115 18 43.58140(W) AD(       ) 3
 TN0916
 TN0916.Superseded values are not recommended for survey control.
 TN0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0916.See file dsdata.txt to determine how the superseded data were derived.
 TN0916
 TN0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP2562027360(NAD 83)
 TN0916
 TN0916  HISTORY     - Date     Condition        Report By
 TN0916  HISTORY     - 1960     MONUMENTED       CGS
 TN0916
 TN0916                          STATION DESCRIPTION
 TN0916
 TN0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0916'STATION IS LOCATED ABOUT 21 MILES SOUTH AND 11 MILES EAST OF
 TN0916'LIBBY, 5 MILES WEST AND 3/4 MILE NORTH OF THE SOUTHWEST TIP
 TN0916'OF LOON LAKE, 3 MILES NORTH AND 3/4 MILE WEST OF THE RAVEN
 TN0916'RANGER STATION ON U.S. HIGHWAY 2, 3 MILES EAST OF FISHER RIVER,
 TN0916'NEAR THE EAST SIDE CENTER OF SECTION 22, T 27 N, R 29 W AND
 TN0916'AT THE HIGHEST PART OF KENELTY MTN HAVING A GEOLOGICAL SURVEY
 TN0916'ELEVATION OF 5983 FEET ABOVE SEA LEVEL.
 TN0916'
 TN0916'IT IS A 14 FOOT ELEVATED CABIN SUPPORTED BY A 14 FOOT HIGH
 TN0916'LOG FRAMEWORK.  THE CABIN IS WINDOWED AND PAINTED WHITE WITH
 TN0916'THE LETTERS KENELTY PAINTED IN RED ON THE NORTH AND EAST SIDES.
 TN0916'THE OVERALL HEIGHT IS 26 FEET.
 TN0916'
 TN0916'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TN0916'KENELTY (USGS) TO THE DETERMINED CENTER OF THE BASE OF THE LOOKOUT
 TN0916'TOWER, THE DISTANCE BEING 10.221 METERS OR 33.53 FEET NORTHWEST
 TN0916'OF THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0808 ***********************************************************************
 TJ0808  DESIGNATION -  KENNEDY
 TJ0808  PID         -  TJ0808
 TJ0808  STATE/COUNTY-  MT/PHILLIPS
 TJ0808  USGS QUAD   -  THOENY HILLS EAST (1984)
 TJ0808
 TJ0808                         *CURRENT SURVEY CONTROL
 TJ0808  ___________________________________________________________________
 TJ0808* NAD 83(1992)-  48 55 40.36805(N)    107 21 31.73671(W)     ADJUSTED  
 TJ0808* NAVD 88     -       925.     (meters)    3035.     (feet)  SCALED    
 TJ0808  ___________________________________________________________________
 TJ0808  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 TJ0808  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TJ0808
 TJ0808  HORZ ORDER  -  THIRD
 TJ0808
 TJ0808.The horizontal coordinates were established by classical geodetic methods
 TJ0808.and adjusted by the National Geodetic Survey in July 1992..
 TJ0808
 TJ0808.The orthometric height was scaled from a topographic map.
 TJ0808
 TJ0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0808
 TJ0808.The geoid height was determined by GEOID03.
 TJ0808
 TJ0808;                    North         East     Units Scale Factor Converg.
 TJ0808;SPC MT       -   521,991.689   756,873.998   MT  0.99995643   +1 33 58.6
 TJ0808;SPC MT       - 1,712,571.16  2,483,182.41   iFT  0.99995643   +1 33 58.6
 TJ0808;UTM  13      - 5,422,120.441   327,227.920   MT  0.99996672   -1 46 43.4
 TJ0808
 TJ0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0808!SPC MT       -   0.99985776  x   0.99995643  =   0.99981420
 TJ0808!UTM  13      -   0.99985776  x   0.99996672  =   0.99982448
 TJ0808
 TJ0808:                Primary Azimuth Mark                     Grid Az
 TJ0808:SPC MT       -  LONG RESET                               058 53 30.1
 TJ0808:UTM  13      -  LONG RESET                               062 14 12.1
 TJ0808
 TJ0808|---------------------------------------------------------------------|
 TJ0808| PID    Reference Object                     Distance      Geod. Az  |
 TJ0808|                                                           dddmmss.s |
 TJ0808| TJ0634 LONG RESET                          APPROX. 6.5 KM 0602728.7 |
 TJ0808|---------------------------------------------------------------------|
 TJ0808
 TJ0808                          SUPERSEDED SURVEY CONTROL
 TJ0808
 TJ0808  NAD 83(1986)-  48 55 40.37791(N)    107 21 31.74111(W) AD(       ) 3
 TJ0808
 TJ0808.Superseded values are not recommended for survey control.
 TJ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0808.See file dsdata.txt to determine how the superseded data were derived.
 TJ0808
 TJ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ2722822120(NAD 83)
 TJ0808_MARKER: DD = SURVEY DISK
 TJ0808_SETTING: 80 = SET IN A BOULDER
 TJ0808_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TJ0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0808+STABILITY: SURFACE MOTION
 TJ0808
 TJ0808  HISTORY     - Date     Condition        Report By
 TJ0808  HISTORY     - 1909     MONUMENTED       IBC
 TJ0808
 TJ0808                          STATION DESCRIPTION
 TJ0808
 TJ0808'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0808'ABOUT 5 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 480.  THE
 TJ0808'STATION IS ON A FLAT - TOPPED HILL ABOUT 1 MILE WEST OF FRENCHMAN
 TJ0808'CREEK.
 TJ0808'
 TJ0808'STATION MARK--A BRONZE DISK SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0986 ***********************************************************************
 RX0986  DESIGNATION -  KENT
 RX0986  PID         -  RX0986
 RX0986  STATE/COUNTY-  MT/RAVALLI
 RX0986  USGS QUAD   -  KENT PEAK (1974)
 RX0986
 RX0986                         *CURRENT SURVEY CONTROL
 RX0986  ___________________________________________________________________
 RX0986* NAD 83(1992)-  46 03 50.30921(N)    113 47 39.84983(W)     ADJUSTED  
 RX0986* NAVD 88     -      2744.3    (meters)    9004.     (feet)  VERTCON   
 RX0986  ___________________________________________________________________
 RX0986  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 RX0986  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 RX0986
 RX0986  HORZ ORDER  -  SECOND
 RX0986
 RX0986.The horizontal coordinates were established by classical geodetic methods
 RX0986.and adjusted by the National Geodetic Survey in July 1992..
 RX0986
 RX0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 RX0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RX0986
 RX0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 RX0986
 RX0986.The geoid height was determined by GEOID03.
 RX0986
 RX0986;                    North         East     Units Scale Factor Converg.
 RX0986;SPC MT       -   210,687.963   268,048.060   MT  0.99952841   -3 08 28.9
 RX0986;SPC MT       -   691,233.47    879,422.77   iFT  0.99952841   -3 08 28.9
 RX0986;UTM  12      - 5,104,952.320   283,875.519   MT  1.00017425   -2 00 47.0
 RX0986
 RX0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RX0986!SPC MT       -   0.99957207  x   0.99952841  =   0.99910068
 RX0986!UTM  12      -   0.99957207  x   1.00017425  =   0.99974624
 RX0986
 RX0986:                Primary Azimuth Mark                     Grid Az
 RX0986:SPC MT       -  WARREN RM                                111 23 46.4
 RX0986:UTM  12      -  WARREN RM                                110 16 04.5
 RX0986
 RX0986|---------------------------------------------------------------------|
 RX0986| PID    Reference Object                     Distance      Geod. Az  |
 RX0986|                                                           dddmmss.s |
 RX0986| QY0577 WARREN RM                           APPROX.27.3 KM 1081517.5 |
 RX0986| CN4672 KENT RM 1                             9.760 METERS 15754     |
 RX0986| CN4673 KENT RM 2                             9.070 METERS 32129     |
 RX0986|---------------------------------------------------------------------|
 RX0986
 RX0986                          SUPERSEDED SURVEY CONTROL
 RX0986
 RX0986  NAD 83(1986)-  46 03 50.30506(N)    113 47 39.85465(W) AD(       ) 2
 RX0986  NAD 27      -  46 03 50.58735(N)    113 47 36.57128(W) AD(       ) 2
 RX0986  NGVD 29 (07/19/86) 2742.9    (m)         8999.     (f) VERT ANG       
 RX0986
 RX0986.Superseded values are not recommended for survey control.
 RX0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0986.See file dsdata.txt to determine how the superseded data were derived.
 RX0986
 RX0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTS8387604952(NAD 83)
 RX0986_MARKER: Z = SEE DESCRIPTION
 RX0986_SETTING: 0 = UNSPECIFIED SETTING
 RX0986
 RX0986  HISTORY     - Date     Condition        Report By
 RX0986  HISTORY     - 1965     MONUMENTED       USFS
 RX0986
 RX0986                          STATION DESCRIPTION
 RX0986
 RX0986'DESCRIBED BY US FOREST SERVICE 1965
 RX0986'LOCATED APPROXIMATELY 21 MILES AIRLINE SOUTHEAST OF HAMILTON,
 RX0986'MONTANA AND 19 MILES NORTH-NORTHEAST OF SULA RANGER STATION.
 RX0986'NEAR SECTION LINE 26/25 T. 4N., R. 18W.  PRINCIPAL MERIDIAN
 RX0986'MONTANA.  ON A BARE ROCKY SUMMIT (THE THIRD FROM THE NORTH
 RX0986'OF FOUR IN A NE-SW ROW) ON THE DIVIDE BETWEEN THE BITTERROOT AND
 RX0986'ROCK CREEK, NEAR THE HEADWATERS OF SKALKAHO CREEK AND THE ROSS
 RX0986'FORK OF ROCK CREEK.
 RX0986'
 RX0986'ROUTE TO STATION--TO REACH FROM SULA RANGER STATION, FOLLOW
 RX0986'GRAVEL ROAD NORTH EASTERLY 16 MILES TO EAST FORK RANGER STATION.
 RX0986'THENCE, VIA TRAIL 39, 9 MILES TO THE RUINS OF FISH LAKE LOOKOUT.
 RX0986'PROCEED NORTHWEST ALONG RIDGE TRAIL, TOWARD LAKE ABUNDANCE,
 RX0986'BUT AT TURN OFF CONTINUE ON RIDGE TO MOOSE MEADOWS (6 MILES).
 RX0986'THENCE 2 MILES AROUND BASE OF RIDGE IN TIMBERED AREA TO A
 RX0986'SMALL LAKE.  CLIMB UP THE RIDGE ABOUT 1000 FEET TO STATION.
 RX0986'NOTE--ONE CAN FOLLOW THE RIDGE TO THE STATION, BUT MANY
 RX0986'BOULDERS AND LOOSE ROCKS MAKE TRAVEL VERY DIFFICULT AND SLOW.
 RX0986'
 RX0986'STATION MARK--STANDARD USDA FOREST SERVICE BRASS CAP STAMPED
 RX0986'KENT 1965 SET FLUSH WITH GROUND.
 RX0986'
 RX0986'REFERENCE MARK--STANDARD USDA FOREST SERVICE BRASS CAP FLUSH
 RX0986'WITH GROUND STAMPED R.M. 1 AND R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0809 ***********************************************************************
 TJ0809  DESIGNATION -  KERR
 TJ0809  PID         -  TJ0809
 TJ0809  STATE/COUNTY-  MT/PHILLIPS
 TJ0809  USGS QUAD   -  MORGAN (1984)
 TJ0809
 TJ0809                         *CURRENT SURVEY CONTROL
 TJ0809  ___________________________________________________________________
 TJ0809* NAD 83(1992)-  48 59 16.53398(N)    107 50 42.18502(W)     ADJUSTED  
 TJ0809* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 TJ0809  ___________________________________________________________________
 TJ0809  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 TJ0809  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TJ0809
 TJ0809  HORZ ORDER  -  THIRD
 TJ0809
 TJ0809.The horizontal coordinates were established by classical geodetic methods
 TJ0809.and adjusted by the National Geodetic Survey in July 1992..
 TJ0809
 TJ0809.The orthometric height was scaled from a topographic map.
 TJ0809
 TJ0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0809
 TJ0809.The geoid height was determined by GEOID03.
 TJ0809
 TJ0809;                    North         East     Units Scale Factor Converg.
 TJ0809;SPC MT       -   527,804.392   721,114.916   MT  0.99999259   +1 12 38.2
 TJ0809;SPC MT       - 1,731,641.71  2,365,862.59   iFT  0.99999259   +1 12 38.2
 TJ0809;UTM  13      - 5,430,014.308   291,867.259   MT  1.00013220   -2 08 51.2
 TJ0809
 TJ0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0809!SPC MT       -   0.99986889  x   0.99999259  =   0.99986148
 TJ0809!UTM  13      -   0.99986889  x   1.00013220  =   1.00000108
 TJ0809
 TJ0809:                Primary Azimuth Mark                     Grid Az
 TJ0809:SPC MT       -  SOWERS NW BASE                           071 38 19.0
 TJ0809:UTM  13      -  SOWERS NW BASE                           074 59 48.4
 TJ0809
 TJ0809|---------------------------------------------------------------------|
 TJ0809| PID    Reference Object                     Distance      Geod. Az  |
 TJ0809|                                                           dddmmss.s |
 TJ0809| TJ0846 SOWERS NW BASE                      APPROX. 2.3 KM 0725057.2 |
 TJ0809|---------------------------------------------------------------------|
 TJ0809
 TJ0809                          SUPERSEDED SURVEY CONTROL
 TJ0809
 TJ0809  NAD 83(1986)-  48 59 16.53323(N)    107 50 42.18394(W) AD(       ) 3
 TJ0809
 TJ0809.Superseded values are not recommended for survey control.
 TJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0809.See file dsdata.txt to determine how the superseded data were derived.
 TJ0809
 TJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UBQ9186730014(NAD 83)
 TJ0809_MARKER: DD = SURVEY DISK
 TJ0809_SETTING: 80 = SET IN A BOULDER
 TJ0809_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TJ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0809+STABILITY: SURFACE MOTION
 TJ0809
 TJ0809  HISTORY     - Date     Condition        Report By
 TJ0809  HISTORY     - 1909     MONUMENTED       IBC
 TJ0809
 TJ0809                          STATION DESCRIPTION
 TJ0809
 TJ0809'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TJ0809'NEARLY 1 MILE SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 463, IN SE 1/4
 TJ0809'SECTION 1, TOWNSHIP 37 N, RANGE 29 E, PRINCIPAL MERIDIAN.  THE STATION
 TJ0809'IS ON THE APPROXIMATELY CENTRAL KNOLL OF SEVERAL ABOUT 1 MILE EAST
 TJ0809'OF THE NORTHEAST FORK OF WHITEWATER CREEK.  THIS KNOLL HAS A LARGER
 TJ0809'AND FLATTER TOP THAN MOST OF THE OTHERS.  ABOUT 100 METERS TO THE
 TJ0809'NORTHEAST IS A KNOLL WITH A PROMINENT WHITE BOULDER ON ITS TOP.
 TJ0809'
 TJ0809'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0581 ***********************************************************************
 RU0581  DESIGNATION -  KESTER
 RU0581  PID         -  RU0581
 RU0581  STATE/COUNTY-  MT/ROSEBUD
 RU0581  USGS QUAD   -  INGOMAR WEST (1980)
 RU0581
 RU0581                         *CURRENT SURVEY CONTROL
 RU0581  ___________________________________________________________________
 RU0581* NAD 83(1992)-  46 30 49.92275(N)    107 29 59.02414(W)     ADJUSTED  
 RU0581* NAVD 88     -      1020.37   (+/-2cm)    3347.7    (feet)  VERTCON   
 RU0581  ___________________________________________________________________
 RU0581  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 RU0581  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 RU0581
 RU0581  HORZ ORDER  -  THIRD
 RU0581  VERT ORDER  -  THIRD ? (See Below)
 RU0581
 RU0581.The horizontal coordinates were established by classical geodetic methods
 RU0581.and adjusted by the National Geodetic Survey in July 1992..
 RU0581
 RU0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0581.The vertical order pertains to the NGVD 29 superseded value.
 RU0581
 RU0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0581
 RU0581.The geoid height was determined by GEOID03.
 RU0581
 RU0581;                    North         East     Units Scale Factor Converg.
 RU0581;SPC MT       -   253,526.966   753,402.820   MT  0.99943027   +1 27 47.5
 RU0581;SPC MT       -   831,781.38  2,471,794.03   iFT  0.99943027   +1 27 47.5
 RU0581;UTM  13      - 5,154,180.172   308,242.989   MT  1.00005200   -1 48 51.1
 RU0581
 RU0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0581!SPC MT       -   0.99984231  x   0.99943027  =   0.99927267
 RU0581!UTM  13      -   0.99984231  x   1.00005200  =   0.99989430
 RU0581
 RU0581:                Primary Azimuth Mark                     Grid Az
 RU0581:SPC MT       -  GALBRAITH                                007 10 37.2
 RU0581:UTM  13      -  GALBRAITH                                010 27 15.8
 RU0581
 RU0581|---------------------------------------------------------------------|
 RU0581| PID    Reference Object                     Distance      Geod. Az  |
 RU0581|                                                           dddmmss.s |
 RU0581| RU0582 GALBRAITH                           APPROX.12.8 KM 0083824.7 |
 RU0581|---------------------------------------------------------------------|
 RU0581
 RU0581                          SUPERSEDED SURVEY CONTROL
 RU0581
 RU0581  NAD 83(1986)-  46 30 49.91773(N)    107 29 58.99803(W) AD(       ) 3
 RU0581  NAD 27      -  46 30 49.97360(N)    107 29 56.70018(W) AD(       ) 3
 RU0581  NGVD 29 (07/19/86) 1019.71   (m)         3345.5    (f) LEVELING    3  
 RU0581
 RU0581.Superseded values are not recommended for survey control.
 RU0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0581.See file dsdata.txt to determine how the superseded data were derived.
 RU0581
 RU0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM0824354180(NAD 83)
 RU0581_MARKER: DD = SURVEY DISK
 RU0581_SETTING: 0 = UNSPECIFIED SETTING
 RU0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0581
 RU0581  HISTORY     - Date     Condition        Report By
 RU0581  HISTORY     - 1957     MONUMENTED       USGS
 RU0581
 RU0581                          STATION DESCRIPTION
 RU0581
 RU0581'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RU0581'STATION IS LOCATED ABOUT 7.5 MI. SE. OF SUMATRA ON A HIGH POINT OF A
 RU0581'MAIN N-S. RIDGE THAT BREAKS OFF SHARPLY TO THE W. APPROXIMATELY IN
 RU0581'SEC. 19 T.9 N., R.34 E.,
 RU0581'
 RU0581'TO REACH STATION FROM SUMATRA, GO 4.6 MI. S. ON THE HYSHAM RD. TO
 RU0581'RANCH RD.ON LEFT TAKE LEFT FORK 1.1 MI. TO RANCH THEN TAKE TRACK RD.S.
 RU0581'2.5 MI. TO AN OLD GRAIN SHED IN A HAY FIELD, TAKE LEFT
 RU0581'FORK THERE 0.7 MI. TO TOP OF RIDGE, THEN RIGHT 0.1 MI. TO HIGH POINT
 RU0581'AND STATION.
 RU0581'
 RU0581'STATION MARK - USGS STANDARD ALUMINUM TABLET SET IN CONCRETE MONUMENT
 RU0581'PROJECTING 0.2 FT. ABOVE GROUND, STAMPED ---KESTER 1957---.
 RU0581'
 RU0581'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0603 ***********************************************************************
 TL0603  DESIGNATION -  KEVIN TREATMENT TOWER
 TL0603  PID         -  TL0603
 TL0603  STATE/COUNTY-  MT/TOOLE
 TL0603  USGS QUAD   -  KEVIN SOUTH (1986)
 TL0603
 TL0603                         *CURRENT SURVEY CONTROL
 TL0603  ___________________________________________________________________
 TL0603* NAD 83(1992)-  48 44 36.49496(N)    111 57 47.59609(W)     ADJUSTED  
 TL0603* NAVD 88     -      1062.     (meters)    3484.     (feet)  SCALED    
 TL0603  ___________________________________________________________________
 TL0603  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 TL0603  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 TL0603
 TL0603  HORZ ORDER  -  THIRD
 TL0603
 TL0603.The horizontal coordinates were established by classical geodetic methods
 TL0603.and adjusted by the National Geodetic Survey in July 1992..
 TL0603
 TL0603.The orthometric height was scaled from a topographic map.
 TL0603
 TL0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0603
 TL0603.The geoid height was determined by GEOID03.
 TL0603
 TL0603;                    North         East     Units Scale Factor Converg.
 TL0603;SPC MT       -   502,189.772   418,894.460   MT  0.99985249   -1 48 06.7
 TL0603;SPC MT       - 1,647,604.24  1,374,325.66   iFT  0.99985249   -1 48 06.7
 TL0603;UTM  12      - 5,399,386.782   429,186.901   MT  0.99966160   -0 43 26.9
 TL0603
 TL0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0603!SPC MT       -   0.99983590  x   0.99985249  =   0.99968842
 TL0603!UTM  12      -   0.99983590  x   0.99966160  =   0.99949756
 TL0603
 TL0603                          SUPERSEDED SURVEY CONTROL
 TL0603
 TL0603  NAD 83(1986)-  48 44 36.49652(N)    111 57 47.58841(W) AD(       ) 4
 TL0603  NAD 27      -  48 44 36.53972(N)    111 57 44.46510(W) AD(       ) 3
 TL0603
 TL0603.Superseded values are not recommended for survey control.
 TL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0603.See file dsdata.txt to determine how the superseded data were derived.
 TL0603
 TL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU2918799387(NAD 83)
 TL0603
 TL0603  HISTORY     - Date     Condition        Report By
 TL0603  HISTORY     - UNK      MONUMENTED
 TL0603  HISTORY     - 1960     GOOD             DMA
 TL0603
 TL0603                          STATION DESCRIPTION
 TL0603
 TL0603'DESCRIBED BY DEFENSE MAP AGENCY 1960
 TL0603'LOCATED AT KEVIN, A STATION ON THE SWEETGRASS BRANCH, GREAT NORTHERN
 TL0603'RAILROAD, ON E. SIDE OF RAILROAD AT BIG WEST OIL REFINERY.
 TL0603'
 TL0603'RECOVERED.
 TL0603'
 TL0603'STATION MARK AND SIGNAL--CENTER OF TALLEST AND LARGEST STACK OR
 TL0603'TOWER KNOWN AS THE ---TREATING TOWER---, AND WITH SMALL VENTILATOR
 TL0603'PIPE AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1185 ***********************************************************************
 SR1185  DESIGNATION -  KEY
 SR1185  PID         -  SR1185
 SR1185  STATE/COUNTY-  MT/FERGUS
 SR1185  USGS QUAD   -  CARTER COULEE (1954)
 SR1185
 SR1185                         *CURRENT SURVEY CONTROL
 SR1185  ___________________________________________________________________
 SR1185* NAD 83(1992)-  47 33 02.63535(N)    108 31 08.98718(W)     ADJUSTED  
 SR1185* NAVD 88     -       907.0    (meters)    2976.     (feet)  VERTCON   
 SR1185  ___________________________________________________________________
 SR1185  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 SR1185  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 SR1185
 SR1185  HORZ ORDER  -  THIRD
 SR1185
 SR1185.The horizontal coordinates were established by classical geodetic methods
 SR1185.and adjusted by the National Geodetic Survey in July 1992..
 SR1185
 SR1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1185
 SR1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1185
 SR1185.The geoid height was determined by GEOID03.
 SR1185
 SR1185;                    North         East     Units Scale Factor Converg.
 SR1185;SPC MT       -   367,231.395   673,785.017   MT  0.99943672   +0 43 03.0
 SR1185;SPC MT       - 1,204,827.41  2,210,580.76   iFT  0.99943672   +0 43 03.0
 SR1185;UTM  12      - 5,269,350.546   686,655.152   MT  1.00002816   +1 49 51.9
 SR1185
 SR1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1185!SPC MT       -   0.99986019  x   0.99943672  =   0.99929699
 SR1185!UTM  12      -   0.99986019  x   1.00002816  =   0.99988835
 SR1185
 SR1185                          SUPERSEDED SURVEY CONTROL
 SR1185
 SR1185  NAD 83(1986)-  47 33 02.62998(N)    108 31 08.97215(W) AD(       ) 3
 SR1185  NGVD 29 (06/01/92)  906.2    (m)         2973.     (f) VERT ANG       
 SR1185
 SR1185.Superseded values are not recommended for survey control.
 SR1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1185.See file dsdata.txt to determine how the superseded data were derived.
 SR1185
 SR1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT8665569351(NAD 83)
 SR1185_MARKER: DS = TRIANGULATION STATION DISK
 SR1185_SETTING: 66 = SET IN ROCK OUTCROP
 SR1185_SP_SET: SET IN A ROCK LEDGE
 SR1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SR1185+STABILITY: POSITION/ELEVATION WELL
 SR1185
 SR1185  HISTORY     - Date     Condition        Report By
 SR1185  HISTORY     - 1953     MONUMENTED       USGS
 SR1185
 SR1185                          STATION DESCRIPTION
 SR1185
 SR1185'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SR1185'TO REACH STATION FROM THE DEPOT IN ROY, GO E. FOR 7.6 MI. TO A
 SR1185'T-INTERSECTION, TURN LEFT AND GO 3.4 MI. TO A FORK, TAKE LEFT FORK
 SR1185'AND GO 4.1 MI. TO A SCHOOLHOUSE ON LEFT, CONTINUE STRAIGHT AHEAD FOR
 SR1185'9.0 MI. TO A FORK, TAKE LEFT FORK AND GO 2.2 MI. TO LITTLE CROOKED
 SR1185'CREEK AND AN OLD SCHOOLHOUSE ON RIGHT, CONTINUE STRAIGHT AHEAD (N.)
 SR1185'ON MAIN RD. 3.0 MI. TO BM U-134 (NGS) ON LEFT SIDE OF RD., STATION
 SR1185'LIES 200 FT. N. OF BM.
 SR1185'
 SR1185'STATION MARK--A STANDARD TRIANGULATION DISK SET IN A LARGE ROCK
 SR1185'EMBEDDED IN THE GROUND ON TOP OF A RIDGE, STAMPED---KEY 1953---.
 SR1185'
 SR1185'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU1109 ***********************************************************************
 SU1109  DESIGNATION -  KEYSTONE
 SU1109  PID         -  SU1109
 SU1109  STATE/COUNTY-  MT/MINERAL
 SU1109  USGS QUAD   -  KEYSTONE PEAK (1985)
 SU1109
 SU1109                         *CURRENT SURVEY CONTROL
 SU1109  ___________________________________________________________________
 SU1109* NAD 83(1992)-  47 17 38.50959(N)    114 54 27.77201(W)     ADJUSTED  
 SU1109* NAVD 88     -      1792.8    (meters)    5882.     (feet)  VERTCON   
 SU1109  ___________________________________________________________________
 SU1109  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 SU1109  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 SU1109
 SU1109  HORZ ORDER  -  THIRD
 SU1109
 SU1109.The horizontal coordinates were established by classical geodetic methods
 SU1109.and adjusted by the National Geodetic Survey in July 1992..
 SU1109
 SU1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1109
 SU1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1109
 SU1109.The geoid height was determined by GEOID03.
 SU1109
 SU1109;                    North         East     Units Scale Factor Converg.
 SU1109;SPC MT       -   352,351.983   191,540.837   MT  0.99940467   -3 57 20.8
 SU1109;SPC MT       - 1,156,010.44    628,414.82   iFT  0.99940467   -3 57 20.8
 SU1109;UTM  11      - 5,239,962.415   658,189.698   MT  0.99990754   +1 32 16.2
 SU1109
 SU1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1109!SPC MT       -   0.99972150  x   0.99940467  =   0.99912634
 SU1109!UTM  11      -   0.99972150  x   0.99990754  =   0.99962907
 SU1109
 SU1109                          SUPERSEDED SURVEY CONTROL
 SU1109
 SU1109  NAD 83(1986)-  47 17 38.52212(N)    114 54 27.75617(W) AD(       ) 3
 SU1109  NGVD 29 (03/27/92) 1791.6    (m)         5878.     (f) VERT ANG       
 SU1109
 SU1109.Superseded values are not recommended for survey control.
 SU1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1109.See file dsdata.txt to determine how the superseded data were derived.
 SU1109
 SU1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN5819039962(NAD 83)
 SU1109_MARKER: DS = TRIANGULATION STATION DISK
 SU1109_SETTING: 66 = SET IN ROCK OUTCROP
 SU1109_SP_SET: SET IN A ROCK LEDGE
 SU1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1109+STABILITY: POSITION/ELEVATION WELL
 SU1109
 SU1109  HISTORY     - Date     Condition        Report By
 SU1109  HISTORY     - 1939     MONUMENTED       USGS
 SU1109  HISTORY     - 1956     GOOD             USGS
 SU1109
 SU1109                          STATION DESCRIPTION
 SU1109
 SU1109'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 SU1109'LOCATED 6.5 MI. N., THENCE 0.75 MI. W. OF SUPERIOR.  INSIDE OF BIG
 SU1109'BEND OF CLARK FORK RIVER, ON TOP OF DIVIDE BETWEEN KEYSTONE CREEK AND
 SU1109'CLARK FORK RIVER.  ON HIGHEST POINT OF KEYSTONE MOUNTAIN THERE IS A
 SU1109'WOODED POINT 2 MI. E. AND A LITTLE S. WHICH IS HIGHER.
 SU1109'
 SU1109'TO REACH STATION, FROM U.S. HIGHWAY 10 BRIDGE OVER CLARK FORK RIVER
 SU1109'AT ST. REGIS, GO E. ON U.S. HIGHWAY 10 10.3 MI. AND PASS UNDER
 SU1109'RAILROAD (MILWAUKEE), CONTINUE E. 0.1 MI. AND TURN W. ON RD. TO
 SU1109'NINE-MILE DIVIDE.  DRIVE W. AND N. 9.3 MI. AND TAKE LEFT FORK (W.),
 SU1109'DRIVE 0.5 MI. AND PASS AN IMPROVED SPRING, CONTINUE 1.5 MI. AND TAKE
 SU1109'RIGHT FORK, THENCE 0.3 MI. TO STATION.
 SU1109'
 SU1109'STATION RECOVERED BY USGS IN 1956.
 SU1109'
 SU1109'STATION MARK--STANDARD TABLET STAMPED---KEYSTONE 1939---, CEMENTED IN
 SU1109'ROCK LEDGE.
 SU1109'
 SU1109'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---,
 SU1109'---1 KEYSTONE---, CEMENTED IN NW. CONCRETE PIER OF LOOKOUT TOWER,
 SU1109'11.30 FT. FROM STATION N 30 DEGREES 19 MINUTES W.
 SU1109'
 SU1109'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---,
 SU1109'---2 KEYSTONE---, CEMENTED IN NE. CONCRETE PIER OF LOOKOUT TOWER,
 SU1109'11.24 FT. FROM STATION N 59 DEGREES 51 MINUTES E.
 SU1109
 SU1109                          STATION RECOVERY (1956)
 SU1109
 SU1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SU1109'LOCATED 6.5 MI. N., THENCE 0.75 MI. W. OF SUPERIOR.  INSIDE
 SU1109'OF BIG BEND OF CLARK FORK RIVER, ON TOP OF DIVIDE BETWEEN
 SU1109'KEYSTONE CREEK AND CLARK FORK RIVER.  ON HIGHEST POINT
 SU1109'OF KEYSTONE MOUNTAIN THERE IS A WOODED POINT 2 MI. E.
 SU1109'AND A LITTLE S. WHICH IS HIGHER.
 SU1109'
 SU1109'TO REACH STATION FROM U.S. HIGHWAY 10, BRIDGE OVER CLARK
 SU1109'FORK RIVER AT ST. REGIS, GO E. ON U.S. HIGHWAY 10 10.3 MI.
 SU1109'AND PASS UNDER RAILROAD (MILWAUKEE), CONTINUE E. 0.1 MI.
 SU1109'AND TURN W. ON RD. TO NINEMILE DIVIDE.  DRIVE W. AND N.
 SU1109'9.3 MI. AND TAKE LEFT FORK (W.), DRIVE 0.5 MI. AND PASS
 SU1109'AN IMPROVED SPRING, CONTINUE 1.5 MI. AND TAKE RIGHT FORK,
 SU1109'THENCE 0.3 MI. TO STATION.
 SU1109'
 SU1109'STATION MARK - STANDARD TABLET, STAMPED--- KEYSTONE 1939---,
 SU1109'CEMENTED IN ROCK LEDGE.
 SU1109'
 SU1109'REFERENCE MARK NO. 1 - STANDARD REFERENCE TABLET, STAMPED---
 SU1109'1 KEYSTONE ---, CEMENTED IN NW. CONCRETE PIER OF
 SU1109'LOOKOUT TOWER, 11.30 FT. FROM STATION, N 30 DEG 19 MIN W.
 SU1109'
 SU1109'REFERENCE MARK NO. 2 - SAME AS NO. 1, EXCEPT STAMPED---
 SU1109'2 KEYSTONE ---, CEMENTED IN NE. CONCRETE PIER OF LOOKOUT
 SU1109'TOWER, 11.24 FT. FROM STATION, S 59 DEG 51 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0750 ***********************************************************************
 TJ0750  DESIGNATION -  KICK
 TJ0750  PID         -  TJ0750
 TJ0750  STATE/COUNTY-  MT/VALLEY
 TJ0750  USGS QUAD   -  
 TJ0750
 TJ0750                         *CURRENT SURVEY CONTROL
 TJ0750  ___________________________________________________________________
 TJ0750* NAD 83(1992)-  49 01 22.78579(N)    106 07 12.44141(W)     ADJUSTED  
 TJ0750* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 TJ0750  ___________________________________________________________________
 TJ0750  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 TJ0750  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TJ0750
 TJ0750  HORZ ORDER  -  THIRD
 TJ0750
 TJ0750.The horizontal coordinates were established by classical geodetic methods
 TJ0750.and adjusted by the National Geodetic Survey in July 1992..
 TJ0750
 TJ0750.The orthometric height was scaled from a topographic map.
 TJ0750
 TJ0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0750
 TJ0750.The geoid height was determined by GEOID03.
 TJ0750
 TJ0750;                    North         East     Units Scale Factor Converg.
 TJ0750;SPC MT       -   535,757.681   847,124.624   MT  1.00001424   +2 28 20.6
 TJ0750;SPC MT       - 1,757,735.17  2,779,280.26   iFT  1.00001424   +2 28 20.6
 TJ0750;UTM  13      - 5,430,616.517   418,109.852   MT  0.99968238   -0 50 44.6
 TJ0750
 TJ0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0750!SPC MT       -   0.99985485  x   1.00001424  =   0.99986909
 TJ0750!UTM  13      -   0.99985485  x   0.99968238  =   0.99953728
 TJ0750
 TJ0750:                Primary Azimuth Mark                     Grid Az
 TJ0750:SPC MT       -  N 268                                    107 09 20.7
 TJ0750:UTM  13      -  N 268                                    110 28 25.9
 TJ0750
 TJ0750|---------------------------------------------------------------------|
 TJ0750| PID    Reference Object                     Distance      Geod. Az  |
 TJ0750|                                                           dddmmss.s |
 TJ0750| TJ0785 N 268                               APPROX. 5.9 KM 1093741.3 |
 TJ0750|---------------------------------------------------------------------|
 TJ0750
 TJ0750                          SUPERSEDED SURVEY CONTROL
 TJ0750
 TJ0750  NAD 83(1986)-  49 01 22.78637(N)    106 07 12.44131(W) AD(       ) 3
 TJ0750
 TJ0750.Superseded values are not recommended for survey control.
 TJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0750.See file dsdata.txt to determine how the superseded data were derived.
 TJ0750
 TJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ1811030617(NAD 83)
 TJ0750_MARKER: DD = SURVEY DISK
 TJ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TJ0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0750+STABILITY: SURFACE MOTION
 TJ0750
 TJ0750  HISTORY     - Date     Condition        Report By
 TJ0750  HISTORY     - 1910     MONUMENTED       IBC
 TJ0750
 TJ0750                          STATION DESCRIPTION
 TJ0750
 TJ0750'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0750'ABOUT 1-2/3 MILES NORTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TJ0750'MONUMENTS 516 AND 517, IN THE SOUTHEAST CORNER OF NE 1/4 SECTION 7,
 TJ0750'TOWNSHIP 1, RANGE 1 W, THIRD MERIDIAN.  THE STATION IS ON THE BENCH
 TJ0750'FORMING THE NORTH SIDE OF COAL CREEK VALLEY.
 TJ0750'
 TJ0750'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TJ0750'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0751 ***********************************************************************
 TJ0751  DESIGNATION -  KID
 TJ0751  PID         -  TJ0751
 TJ0751  STATE/COUNTY-  MT/VALLEY
 TJ0751  USGS QUAD   -  ROANWOOD (1973)
 TJ0751
 TJ0751                         *CURRENT SURVEY CONTROL
 TJ0751  ___________________________________________________________________
 TJ0751* NAD 83(1992)-  48 57 19.50564(N)    106 25 08.08089(W)     ADJUSTED  
 TJ0751* NAVD 88     -       976.     (meters)    3202.     (feet)  SCALED    
 TJ0751  ___________________________________________________________________
 TJ0751  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 TJ0751  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TJ0751
 TJ0751  HORZ ORDER  -  THIRD
 TJ0751
 TJ0751.The horizontal coordinates were established by classical geodetic methods
 TJ0751.and adjusted by the National Geodetic Survey in July 1992..
 TJ0751
 TJ0751.The orthometric height was scaled from a topographic map.
 TJ0751
 TJ0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0751
 TJ0751.The geoid height was determined by GEOID03.
 TJ0751
 TJ0751;                    North         East     Units Scale Factor Converg.
 TJ0751;SPC MT       -   527,347.189   825,585.618   MT  0.99997287   +2 15 13.8
 TJ0751;SPC MT       - 1,730,141.70  2,708,614.23   iFT  0.99997287   +2 15 13.8
 TJ0751;UTM  13      - 5,423,470.002   396,126.095   MT  0.99973255   -1 04 12.9
 TJ0751
 TJ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0751!SPC MT       -   0.99984972  x   0.99997287  =   0.99982259
 TJ0751!UTM  13      -   0.99984972  x   0.99973255  =   0.99958231
 TJ0751
 TJ0751:                Primary Azimuth Mark                     Grid Az
 TJ0751:SPC MT       -  MOUND                                    301 19 47.7
 TJ0751:UTM  13      -  MOUND                                    304 39 14.4
 TJ0751
 TJ0751|---------------------------------------------------------------------|
 TJ0751| PID    Reference Object                     Distance      Geod. Az  |
 TJ0751|                                                           dddmmss.s |
 TJ0751| TJ0784 MOUND                               APPROX. 3.5 KM 3033501.5 |
 TJ0751|---------------------------------------------------------------------|
 TJ0751
 TJ0751                          SUPERSEDED SURVEY CONTROL
 TJ0751
 TJ0751  NAD 83(1986)-  48 57 19.50636(N)    106 25 08.08353(W) AD(       ) 3
 TJ0751
 TJ0751.Superseded values are not recommended for survey control.
 TJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0751.See file dsdata.txt to determine how the superseded data were derived.
 TJ0751
 TJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCQ9612623470(NAD 83)
 TJ0751_MARKER: H = DRILL HOLE
 TJ0751_SETTING: 80 = SET IN A BOULDER
 TJ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0751+STABILITY: SURFACE MOTION
 TJ0751
 TJ0751  HISTORY     - Date     Condition        Report By
 TJ0751  HISTORY     - 1910     MONUMENTED       IBC
 TJ0751
 TJ0751                          STATION DESCRIPTION
 TJ0751
 TJ0751'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (CHS)
 TJ0751'ABOUT 3 MILES SOUTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TJ0751'MONUMENTS 507 AND 508, ON THE SOUTHEAST EDGE OF THE PLATEAU ABOUT 4
 TJ0751'MILES WEST OF THE WEST BRANCH OF POPLAR RIVER.
 TJ0751'
 TJ0751'STATION MARK--A DRILL HOLE AND TRIANGLE IN A RED GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0823 ***********************************************************************
 TN0823  DESIGNATION -  KILA ET
 TN0823  PID         -  TN0823
 TN0823  STATE/COUNTY-  MT/FLATHEAD
 TN0823  USGS QUAD   -  BLUE GRASS RIDGE (1994)
 TN0823
 TN0823                         *CURRENT SURVEY CONTROL
 TN0823  ___________________________________________________________________
 TN0823* NAD 83(1992)-  48 12 05.77061(N)    114 23 30.75575(W)     ADJUSTED  
 TN0823* NAVD 88     -       988.9    (meters)    3244.     (feet)  VERTCON   
 TN0823  ___________________________________________________________________
 TN0823  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 TN0823  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TN0823
 TN0823  HORZ ORDER  -  THIRD
 TN0823
 TN0823.The horizontal coordinates were established by classical geodetic methods
 TN0823.and adjusted by the National Geodetic Survey in July 1992..
 TN0823
 TN0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0823
 TN0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0823
 TN0823.The geoid height was determined by GEOID03.
 TN0823
 TN0823;                    North         East     Units Scale Factor Converg.
 TN0823;SPC MT       -   450,450.351   236,745.062   MT  0.99960882   -3 34 42.3
 TN0823;SPC MT       - 1,477,855.48    776,722.64   iFT  0.99960882   -3 34 42.3
 TN0823;UTM  11      - 5,341,997.136   693,787.669   MT  1.00006144   +1 56 41.8
 TN0823
 TN0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0823!SPC MT       -   0.99984753  x   0.99960882  =   0.99945641
 TN0823!UTM  11      -   0.99984753  x   1.00006144  =   0.99990896
 TN0823
 TN0823:                Primary Azimuth Mark                     Grid Az
 TN0823:SPC MT       -  KALISPELL                                086 56 54.2
 TN0823:UTM  11      -  KALISPELL                                081 25 30.1
 TN0823
 TN0823|---------------------------------------------------------------------|
 TN0823| PID    Reference Object                     Distance      Geod. Az  |
 TN0823|                                                           dddmmss.s |
 TN0823| TN0811 KALISPELL                           APPROX. 6.7 KM 0832211.9 |
 TN0823|---------------------------------------------------------------------|
 TN0823
 TN0823                          SUPERSEDED SURVEY CONTROL
 TN0823
 TN0823  NAD 83(1986)-  48 12 05.77823(N)    114 23 30.74462(W) AD(       ) 3
 TN0823  NAD 27      -  48 12 05.92366(N)    114 23 27.26185(W) AD(       ) 3
 TN0823  NGVD 29 (07/19/86)  987.8    (m)         3241.     (f) VERT ANG       
 TN0823
 TN0823.Superseded values are not recommended for survey control.
 TN0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0823.See file dsdata.txt to determine how the superseded data were derived.
 TN0823
 TN0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPP9378841997(NAD 83)
 TN0823_MARKER: DD = SURVEY DISK
 TN0823_SETTING: 80 = SET IN A BOULDER
 TN0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0823+STABILITY: SURFACE MOTION
 TN0823
 TN0823  HISTORY     - Date     Condition        Report By
 TN0823  HISTORY     - 1960     MONUMENTED       USGS
 TN0823
 TN0823                          STATION DESCRIPTION
 TN0823
 TN0823'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 TN0823'LOCATED ABOUT 3.7 MI. (AIRLINE) W. OF KALISPELL, MONTANA, 7.1 MI.
 TN0823'(AIRLINE) NE. OF KILA, MONTANA, 0.75 MI. N. OF U.S. HIGHWAY 2 AND 0.16
 TN0823'MI. E. OF A GRAVEL N-S. RD. ON THE SE. SLOPE OF A GRASSY RIDGE.
 TN0823'
 TN0823'TO REACH FROM KALISPELL, MONTANA, GO 3.8 MI. W. OF U.S. HIGHWAY 2 TO A
 TN0823'GRADED N-S. RD.  TURN RIGHT (N.) AND GO 1.0 MI. TO A GATE ON THE
 TN0823'RIGHT.  TURN RIGHT (E.) THROUGH GATE AND GO 0.2 MI. SE. TO STATION
 TN0823'SITE.
 TN0823'
 TN0823'STATION MARK--STANDARD TABLET CEMENTED IN A 2 FT. BOULDER PROJECTING
 TN0823'0.6 FT. ABOVE GROUND AND STAMPED ---KILA 1960---.
 TN0823'
 TN0823'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN1042 ***********************************************************************
 TN1042  DESIGNATION -  KILN
 TN1042  PID         -  TN1042
 TN1042  STATE/COUNTY-  MT/LINCOLN
 TN1042  USGS QUAD   -  EUREKA NORTH (1983)
 TN1042
 TN1042                         *CURRENT SURVEY CONTROL
 TN1042  ___________________________________________________________________
 TN1042* NAD 83(1992)-  48 59 48.05545(N)    115 02 59.68828(W)     ADJUSTED  
 TN1042* NAVD 88     -      1006.     (meters)    3301.     (feet)  SCALED    
 TN1042  ___________________________________________________________________
 TN1042  LAPLACE CORR-          17.76  (seconds)                    DEFLEC99
 TN1042  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 TN1042
 TN1042  HORZ ORDER  -  THIRD
 TN1042
 TN1042.The horizontal coordinates were established by classical geodetic methods
 TN1042.and adjusted by the National Geodetic Survey in July 1992..
 TN1042
 TN1042.The orthometric height was scaled from a topographic map.
 TN1042
 TN1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN1042
 TN1042.The geoid height was determined by GEOID03.
 TN1042
 TN1042;                    North         East     Units Scale Factor Converg.
 TN1042;SPC MT       -   541,880.810   194,216.487   MT  0.99999796   -4 03 35.2
 TN1042;SPC MT       - 1,777,824.18    637,193.20   iFT  0.99999796   -4 03 35.2
 TN1042;UTM  11      - 5,428,919.167   642,639.930   MT  0.99984995   +1 28 18.9
 TN1042
 TN1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN1042!SPC MT       -   0.99984481  x   0.99999796  =   0.99984277
 TN1042!UTM  11      -   0.99984481  x   0.99984995  =   0.99969478
 TN1042
 TN1042                          SUPERSEDED SURVEY CONTROL
 TN1042
 TN1042  NAD 83(1986)-  48 59 48.06363(N)    115 02 59.68631(W) AD(       ) 3
 TN1042
 TN1042.Superseded values are not recommended for survey control.
 TN1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN1042.See file dsdata.txt to determine how the superseded data were derived.
 TN1042
 TN1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UPQ4264028919(NAD 83)
 TN1042_MARKER: H = DRILL HOLE
 TN1042_SETTING: 66 = SET IN ROCK OUTCROP
 TN1042_SP_SET: SET IN ROCK OUTCROP
 TN1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TN1042+STABILITY: POSITION/ELEVATION WELL
 TN1042
 TN1042  HISTORY     - Date     Condition        Report By
 TN1042  HISTORY     - 1932     MONUMENTED       IBC
 TN1042
 TN1042                          STATION DESCRIPTION
 TN1042
 TN1042'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1932 (WMD)
 TN1042'ABOUT 5-1/2 MILES EAST OF GATEWAY AND ABOUT ONE - FOURTH MILE SOUTH OF
 TN1042'THE INTERNATIONAL BOUNDARY, ON THE SUMMIT OF A SHARP POINT OF
 TN1042'LIMESTONE ON THE FOOTHILLS WEST OF PHILLIPS CREEK, ABOUT 500 FEET
 TN1042'ABOVE THE FLOOR OF THE VALLEY AND JUST ABOVE AN OLD LIME KILN.
 TN1042'
 TN1042'STATION MARK--A DRILL HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0937 ***********************************************************************
 TN0937  DESIGNATION -  KING
 TN0937  PID         -  TN0937
 TN0937  STATE/COUNTY-  MT/LINCOLN
 TN0937  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0937
 TN0937                         *CURRENT SURVEY CONTROL
 TN0937  ___________________________________________________________________
 TN0937* NAD 83(1992)-  48 29 13.58585(N)    115 47 38.64104(W)     ADJUSTED  
 TN0937* NAVD 88     -      1765.3    (meters)    5792.     (feet)  VERTCON   
 TN0937  ___________________________________________________________________
 TN0937  LAPLACE CORR-           9.90  (seconds)                    DEFLEC99
 TN0937  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TN0937
 TN0937  HORZ ORDER  -  SECOND
 TN0937
 TN0937.The horizontal coordinates were established by classical geodetic methods
 TN0937.and adjusted by the National Geodetic Survey in July 1992..
 TN0937
 TN0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0937
 TN0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0937
 TN0937.The geoid height was determined by GEOID03.
 TN0937
 TN0937;                    North         East     Units Scale Factor Converg.
 TN0937;SPC MT       -   489,517.925   135,369.642   MT  0.99972576   -4 36 14.9
 TN0937;SPC MT       - 1,606,029.94    444,126.12   iFT  0.99972576   -4 36 14.9
 TN0937;UTM  11      - 5,371,144.699   589,106.303   MT  0.99969755   +0 54 11.1
 TN0937
 TN0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0937!SPC MT       -   0.99972591  x   0.99972576  =   0.99945175
 TN0937!UTM  11      -   0.99972591  x   0.99969755  =   0.99942355
 TN0937
 TN0937|---------------------------------------------------------------------|
 TN0937| PID    Reference Object                     Distance      Geod. Az  |
 TN0937|                                                           dddmmss.s |
 TN0937| CH6878 KING RM 1                             9.747 METERS 08950     |
 TN0937| CH6879 KING 2 RM 3                          13.691 METERS 13021     |
 TN0937| TN0936 KING MT GENERAL TEL CO MAST          16.303 METERS 18743     |
 TN0937| TN0938 KING 2                               14.823 METERS 19112     |
 TN0937| TN0952 YAAK MOUNTAIN LOOKOUT TOWER         APPROX.12.4 KM 3105248.7 |
 TN0937|---------------------------------------------------------------------|
 TN0937
 TN0937                          SUPERSEDED SURVEY CONTROL
 TN0937
 TN0937  NAD 83(1986)-  48 29 13.59881(N)    115 47 38.64230(W) AD(       ) 2
 TN0937  NAD 27      -  48 29 13.79622(N)    115 47 35.03453(W) AD(       ) 2
 TN0937  NGVD 29 (07/19/86) 1764.1    (m)         5788.     (f) VERT ANG       
 TN0937
 TN0937.Superseded values are not recommended for survey control.
 TN0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0937.See file dsdata.txt to determine how the superseded data were derived.
 TN0937
 TN0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8910671145(NAD 83)
 TN0937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0937_SETTING: 66 = SET IN ROCK OUTCROP
 TN0937
 TN0937  HISTORY     - Date     Condition        Report By
 TN0937  HISTORY     - 1960     MONUMENTED       CGS
 TN0937  HISTORY     - 1963     GOOD             USGS
 TN0937  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TN0937
 TN0937                          STATION DESCRIPTION
 TN0937
 TN0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0937'STATION IS ON THE HIGHEST POINT OF KING MOUNTAIN NEAR THE
 TN0937'SITE OF THE GENERAL TELEPHONE COMPANY OF THE NORTHWEST
 TN0937'MICRO-WAVE MAST, KOU 49, ABOUT 11-1/2 MILES WEST AND 7 MILES
 TN0937'NORTH OF LIBBY, 5 MILES EAST AND 1 MILE NORTH OF TROY AND
 TN0937'2-1/2 MILES NORTH OF THE KOOTENAI RIVER AND NEAR THE LINE
 TN0937'BETWEEN SECTIONS 2 AND 35, T 31 N, R 33 W.
 TN0937'
 TN0937'TO REACH FROM THE RAILROAD DEPOT IN TROY, GO SOUTH FOR 0.05
 TN0937'MILE TO CROSSROAD, TURN LEFT, CROSS RAILROAD TRACKS AND GO
 TN0937'EAST FOR 0.1 TO A CROSSROAD, TURN LEFT, NORTH FOR 0.55 MILE
 TN0937'TO THE NORTHEAST END OF THE KOOTENAI RIVER BRIDGE, TURN RIGHT,
 TN0937'SOUTHERLY ON GRAVEL ROAD FOR 0.6 MILE TO A FORK, TAKE THE LEFT
 TN0937'FORK AS PER SIGN LYNX CREEK ROAD, RABBIT CREEK ROAD ON GRAVEL
 TN0937'ROAD FOR 5.4 MILES TO A FORK AT SIGNS LYNX CREEK, KING MTN,
 TN0937'CHINA BASIN, TAKE THE RIGHT FORK AND FOLLOW THE MAIN GRAVEL ROAD
 TN0937'FOR 4.3 MILES TO A FORK AND SIGN NORTH FORK LYNX CREEK
 TN0937'ROAD, TAKE THE RIGHT FORK GRAVEL ROAD FOR 1.0 MILE TO A
 TN0937'FORK AND SIGN KING MOUNTAIN 2, TAKE THE RIGHT FORK,
 TN0937'GRADED ROAD FOR 2.2 MILES TO A FORK, TAKE THE RIGHT FORK
 TN0937'FOR 0.9 MILE TO THE HIGHEST POINT, MICRO-WAVE MAST AND
 TN0937'STATION.
 TN0937'
 TN0937'STATION MARK IS A STANDARD DISK, STAMPED KING 1959, CEMENTED
 TN0937'IN A DRILL HOLE IN A 4 X 1 FOOT ROCK OUTCROP PROJECTING 5
 TN0937'INCHES.  IT IS 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 TN0937'THE MICRO-WAVE BUILDING.
 TN0937'
 TN0937'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KING NO 1 1959,
 TN0937'CEMENTED IN A DRILL HOLE IN A 4 X 3 FOOT BOULDER PROJECTING
 TN0937'1 FOOT.  IT IS 68 FEET NORTHEAST OF THE NORTHEAST CORNER
 TN0937'OF THE BUILDING AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TN0937'
 TN0937'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KING NO 2 1959,
 TN0937'CEMENTED IN A DRILL HOLE IN THE DETERMINED CENTER OF THE CONCRETE
 TN0937'FOUNDATION OF THE MICRO-WAVE MAST.  IT IS 12 FEET EAST OF THE
 TN0937'NORTHEAST CORNER OF THE BUILDING AND ABOUT 3 FEET LOWER THAN
 TN0937'THE STATION.
 TN0937'
 TN0937'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 65.98 FEET OR 20.111
 TN0937'METERS.
 TN0937'
 TN0937'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 TN0937
 TN0937                          STATION RECOVERY (1963)
 TN0937
 TN0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (DGS)
 TN0937'STATION MARK- STANDARD USC AND GS DISK STAMPED -KING 1959- CEMENTED
 TN0937'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 TN0937
 TN0937                          STATION RECOVERY (1973)
 TN0937
 TN0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TN0937'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 TN0937'GOOD CONDITION.  MEASUREMENTS TO THE REFERENCE MARKS ARE SHORTER
 TN0937'THAN THE 1960 DISTANCES, INDICATING MEASUREMENTS IN 1960 MAY
 TN0937'HAVE BEEN FROM MARK TO MARK.  ANY MOVEMENT SEEMS QUESTIONABLE,
 TN0937'SINCE THE ANGLE BETWEEN THE MARKS CHECKS WITHIN 33 SECONDS.
 TN0937'
 TN0937'THIS STATION MARK AND REFERENCE MARK NO 1 ARE IN THE WAY OF
 TN0937'CONSTRUCTION OF A BURLINGTON-NORTHERN RAILWAY CO. COMMUNICATIONS
 TN0937'MAST.  A NEW STATION KING 2 WAS ESTABLISHED 48.645 FEET
 TN0937'SOUTH OF THE OLD STATION.  THE DISKS FOR THE OLD STATION AND
 TN0937'REFERENCE MARK NO. 1 WERE REMOVED FROM THE BOULDERS.
 TN0937'
 TN0937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 TN0937'EAST-NORTHEAST OF TROY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0299 ***********************************************************************
 QV0299  DESIGNATION -  KING
 QV0299  PID         -  QV0299
 QV0299  STATE/COUNTY-  MT/ROSEBUD
 QV0299  USGS QUAD   -  KING MOUNTAIN (1995)
 QV0299
 QV0299                         *CURRENT SURVEY CONTROL
 QV0299  ___________________________________________________________________
 QV0299* NAD 83(1992)-  45 28 32.44108(N)    106 14 19.00393(W)     ADJUSTED  
 QV0299* NAVD 88     -      1270.9    (meters)    4170.     (feet)  VERTCON   
 QV0299  ___________________________________________________________________
 QV0299  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 QV0299  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 QV0299
 QV0299  HORZ ORDER  -  FIRST
 QV0299
 QV0299.The horizontal coordinates were established by classical geodetic methods
 QV0299.and adjusted by the National Geodetic Survey in July 1992..
 QV0299
 QV0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0299
 QV0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0299
 QV0299.The geoid height was determined by GEOID03.
 QV0299
 QV0299;                    North         East     Units Scale Factor Converg.
 QV0299;SPC MT       -   141,529.685   854,875.497   MT  0.99974778   +2 23 08.6
 QV0299;SPC MT       -   464,336.24  2,804,709.64   iFT  0.99974778   +2 23 08.6
 QV0299;UTM  13      - 5,036,540.519   403,189.650   MT  0.99971523   -0 52 59.3
 QV0299
 QV0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0299!SPC MT       -   0.99980317  x   0.99974778  =   0.99955100
 QV0299!UTM  13      -   0.99980317  x   0.99971523  =   0.99951846
 QV0299
 QV0299:                Primary Azimuth Mark                     Grid Az
 QV0299:SPC MT       -  COOK                                     015 50 01.0
 QV0299:UTM  13      -  COOK                                     019 06 08.9
 QV0299
 QV0299|---------------------------------------------------------------------|
 QV0299| PID    Reference Object                     Distance      Geod. Az  |
 QV0299|                                                           dddmmss.s |
 QV0299| QV0293 COOK                                APPROX.21.0 KM 0181309.6 |
 QV0299| CQ6830 KING RM 1                            10.634 METERS 02119     |
 QV0299| CQ6831 KING RM 2                            16.209 METERS 12109     |
 QV0299|---------------------------------------------------------------------|
 QV0299
 QV0299                          SUPERSEDED SURVEY CONTROL
 QV0299
 QV0299  NAD 83(1986)-  45 28 32.41364(N)    106 14 18.98207(W) AD(       ) 1
 QV0299  NAD 27      -  45 28 32.41800(N)    106 14 16.92100(W) AD(       ) 1
 QV0299  NGVD 29 (07/19/86) 1270.2    (m)         4167.     (f) VERT ANG       
 QV0299
 QV0299.Superseded values are not recommended for survey control.
 QV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0299.See file dsdata.txt to determine how the superseded data were derived.
 QV0299
 QV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL0319036541(NAD 83)
 QV0299_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QV0299_SETTING: 80 = SET IN A BOULDER
 QV0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0299+STABILITY: SURFACE MOTION
 QV0299
 QV0299  HISTORY     - Date     Condition        Report By
 QV0299  HISTORY     - 1934     MONUMENTED       CGS
 QV0299  HISTORY     - 1966     GOOD             USGS
 QV0299
 QV0299                          STATION DESCRIPTION
 QV0299
 QV0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QV0299'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ASHLAND, 5-1/2
 QV0299'MILES EAST OF THE TONGUE RIVER, AND 1/2 MILE WEST OF THE EAST
 QV0299'BOUNDARY OF CUSTER NATIONAL FOREST.
 QV0299'
 QV0299'THE STATION MARK, IS IN SEC. 24, T. 4 S., R. 4 E.,
 QV0299'AND IS ON THE HIGHEST POINT OF A THICKLY TIMBERED BUTTE,
 QV0299'LOCALLY KNOWN AS KING MOUNTAIN.  UNDERGROUND MARK SET ACCORDINGLY.
 QV0299'
 QV0299'TO REACH THE STATION FROM ASHLAND, GO EAST ON THE OTTER CREEK
 QV0299'ROAD 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK, OTTER CREEK
 QV0299'ROAD, AND GO 6.2 MILES ON THE MAIN-GRADED ROAD TO A WHITE
 QV0299'SCHOOLHOUSE ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON THE MAIN
 QV0299'ROAD 4.2 MILES TO AN UNIMPROVED ROAD ON THE RIGHT.  (THIS
 QV0299'POINT IS JUST NORTH OF A WHITE RANCH HOUSE ON THE LEFT SIDE
 QV0299'OF THE ROAD AND 0.2 MILE SOUTH OF A CATTLE GUARD AT THE TOP
 QV0299'OF A SMALL GRADE).  TURN RIGHT ON UNIMPROVED ROAD AND GO 0.1
 QV0299'MILE TO A GATE.  PASS THROUGH GATE AND GO 2.25 MILES, PASSING
 QV0299'THROUGH THREE GATES TO A LONG HOUSE.  PASS ON THE LEFT SIDE
 QV0299'OF THE HOUSE AND GO 0.1 MILE TO A GATE.  PASS THROUGH GATE
 QV0299'AND GO 0.2 MILE TO A FORK JUST AFTER CROSSING A COULEE.  TAKE
 QV0299'THE LEFT FORK AND GO 0.2 MILE ON THE RIGHT SIDE OF THE COULEE
 QV0299'TO A RESERVOIR.  CONTINUE UP THE RIGHT SIDE OF THE
 QV0299'COULEE 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS
 QV0299'POINT PACK UP RIGHT SIDE OF COULEE ON CATTLE TRAIL TO A
 QV0299'WATER HOLE.  CONTINUE UP COULEE ABOUT 1/4 MILE AND THEN CLIMB
 QV0299'UP RIDGE ON THE RIGHT TO THE HIGH POINT OF HEAVY TIMBERED
 QV0299'BUTTE AND STATION.  THE CLIMB IS VERY STEEP.  A 40-MINUTE
 QV0299'PACK WITH A HEAVY LOAD.
 QV0299'
 QV0299'REFERENCE MARK NO. 1, IS NORTH OF THE STATION.
 QV0299'
 QV0299'REFERENCE MARK NO. 2, IS EAST-SOUTHEAST OF THE STATION.
 QV0299'
 QV0299'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QV0299
 QV0299                          STATION RECOVERY (1966)
 QV0299
 QV0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QV0299'RECOVERED BY USGS IN 1957 AND REDESCRIBED AS FOLLOWS
 QV0299'
 QV0299'TO REACH FROM ASHLAND POST OFFICE, DRIVE W. 0.1 MI. TURNING LEFT AT
 QV0299'INTERSECTION ON GRAVEL RD. AND CONTINUE 7.7 MI. TO JUNCTION WITH RD.
 QV0299'LEFT KNOWN AS THE KING CREEK ROAD, TURN LEFT AND CONTINUE 4.6 MI. TO
 QV0299'CREEK CROSSING AND WINDMILL, CROSS CREEK AND TURN LEFT LEAVING MAIN
 QV0299'RD. TO FOLLOW DIM RD. AND DRAINAGE S. AND E., 2.4 MI. TO SADDLE KNOWN
 QV0299'AS KING CREEK PASS.  STATION IS LOCATED ON BUTTE S. OF PASS.  LEAVE
 QV0299'TRUCK IN SADDLE AND PACK TO TOP WHICH WILL TAKE ABOUT 20 MINUTES.  A
 QV0299'FOUR WHEEL DRIVE VEHICLE MAY BE DRIVEN TO TOP IN DRY WEATHER.
 QV0299'
 QV0299'RECOVERED BY USGS IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0635 ***********************************************************************
 QW0635  DESIGNATION -  KING
 QW0635  PID         -  QW0635
 QW0635  STATE/COUNTY-  MT/SWEET GRASS
 QW0635  USGS QUAD   -  ROSS CANYON (1954)
 QW0635
 QW0635                         *CURRENT SURVEY CONTROL
 QW0635  ___________________________________________________________________
 QW0635* NAD 83(1992)-  45 40 13.24923(N)    109 59 42.33800(W)     ADJUSTED  
 QW0635* NAVD 88     -      1881.4    (meters)    6173.     (feet)  VERTCON   
 QW0635  ___________________________________________________________________
 QW0635  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 QW0635  GEOID HEIGHT-         -10.63  (meters)                     GEOID03
 QW0635
 QW0635  HORZ ORDER  -  THIRD
 QW0635
 QW0635.The horizontal coordinates were established by classical geodetic methods
 QW0635.and adjusted by the National Geodetic Survey in July 1992..
 QW0635
 QW0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 QW0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QW0635
 QW0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0635
 QW0635.The geoid height was determined by GEOID03.
 QW0635
 QW0635;                    North         East     Units Scale Factor Converg.
 QW0635;SPC MT       -   157,974.166   561,434.504   MT  0.99966382   -0 21 43.8
 QW0635;SPC MT       -   518,287.95  1,841,976.72   iFT  0.99966382   -0 21 43.8
 QW0635;UTM  12      - 5,057,912.881   578,272.917   MT  0.99967532   +0 43 08.0
 QW0635
 QW0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0635!SPC MT       -   0.99970680  x   0.99966382  =   0.99937072
 QW0635!UTM  12      -   0.99970680  x   0.99967532  =   0.99938221
 QW0635
 QW0635:                Primary Azimuth Mark                     Grid Az
 QW0635:SPC MT       -  RUNWAY                                   275 37 36.6
 QW0635:UTM  12      -  RUNWAY                                   274 32 44.8
 QW0635
 QW0635|---------------------------------------------------------------------|
 QW0635| PID    Reference Object                     Distance      Geod. Az  |
 QW0635|                                                           dddmmss.s |
 QW0635| QX0658 RUNWAY                              APPROX.11.3 KM 2751552.8 |
 QW0635|---------------------------------------------------------------------|
 QW0635
 QW0635                          SUPERSEDED SURVEY CONTROL
 QW0635
 QW0635  NAD 83(1986)-  45 40 13.24518(N)    109 59 42.32627(W) AD(       ) 3
 QW0635  NAD 27      -  45 40 13.46481(N)    109 59 39.66207(W) AD(       ) 3
 QW0635  NGVD 29 (07/19/86) 1880.3    (m)         6169.     (f) VERT ANG       
 QW0635
 QW0635.Superseded values are not recommended for survey control.
 QW0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0635.See file dsdata.txt to determine how the superseded data were derived.
 QW0635
 QW0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR7827357913(NAD 83)
 QW0635
 QW0635  HISTORY     - Date     Condition        Report By
 QW0635  HISTORY     - 1948     MONUMENTED       USGS
 QW0635  HISTORY     - 1952     GOOD             USGS
 QW0635
 QW0635                          STATION DESCRIPTION
 QW0635
 QW0635'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (JRC)
 QW0635'STATION IS ABOUT 12.0 MI. AIR SSW. OF BIG TIMBER, ON PROMINIENT BARE
 QW0635'TOP PEAK, ON E. SIDE OF CHERRY CREEK.
 QW0635'
 QW0635'TO REACH STATION FROM BIG TIMBER POST OFFICE TAKE RD. SW. UP BOULDER
 QW0635'RIVER FOR 9.8 MI. TO JUNCTION OF CHERRY CREEK RD. FOLLOW CHERRY CREEK
 QW0635'RD. 0.1 MI. TO FORK, TAKE LEFT FORK SE. AND S. FOR 1.8 MI. TO FORK,
 QW0635'TAKE RIGHT FORK FOR 1.35 MI. TO SUMMIT.  AT SUMMIT TURN RIGHT W. CROSS
 QW0635'COUNTRY FOR 0.25 MI. TO BASE OF PROMINIENT BARE TOP PEAK AND END OF
 QW0635'TRUCK TRAVEL.  STATION IS 30 MINUTES PACK AND ON S.END OF PEAK WHICH
 QW0635'IS HIGHEST POINT.
 QW0635'
 QW0635'STATION MARK - STANDARD TABLET CEMENTED IN ROCK OUTCROP AND STAMPED,
 QW0635'---KING 1948---.
 QW0635'
 QW0635'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET CEMENTED IN ROCK
 QW0635'OUTCROP.  10.6 FT. N. OF STATION, S 13 DEG 15 MIN W, AND
 QW0635'STAMPED, ---KING 1---.
 QW0635'
 QW0635'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET CEMENTED IN ROCK
 QW0635'OUTCROP, 9.2 FT. SE. OF STATION, N 45 DEG 04 MIN W.
 QW0635'AND STAMPED,---KING 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0454 ***********************************************************************
 QV0454  DESIGNATION -  KING
 QV0454  PID         -  QV0454
 QV0454  STATE/COUNTY-  MT/BIG HORN
 QV0454  USGS QUAD   -  CHIMNEY CREEK (1960)
 QV0454
 QV0454                         *CURRENT SURVEY CONTROL
 QV0454  ___________________________________________________________________
 QV0454* NAD 83(1992)-  45 51 13.50319(N)    107 40 19.84443(W)     ADJUSTED  
 QV0454* NAVD 88     -       943.     (meters)    3094.     (feet)  SCALED    
 QV0454  ___________________________________________________________________
 QV0454  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 QV0454  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 QV0454
 QV0454  HORZ ORDER  -  THIRD
 QV0454
 QV0454.The horizontal coordinates were established by classical geodetic methods
 QV0454.and adjusted by the National Geodetic Survey in July 1992..
 QV0454
 QV0454.The orthometric height was scaled from a topographic map.
 QV0454
 QV0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0454
 QV0454.The geoid height was determined by GEOID03.
 QV0454
 QV0454;                    North         East     Units Scale Factor Converg.
 QV0454;SPC MT       -   179,885.107   741,891.243   MT  0.99959499   +1 20 13.4
 QV0454;SPC MT       -   590,174.24  2,434,026.39   iFT  0.99959499   +1 20 13.4
 QV0454;UTM  13      - 5,081,271.018   292,544.679   MT  1.00012913   -1 55 05.3
 QV0454
 QV0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0454!SPC MT       -   0.99985452  x   0.99959499  =   0.99944957
 QV0454!UTM  13      -   0.99985452  x   1.00012913  =   0.99998363
 QV0454
 QV0454                          SUPERSEDED SURVEY CONTROL
 QV0454
 QV0454  NAD 83(1986)-  45 51 13.50107(N)    107 40 19.82620(W) AD(       ) 3
 QV0454
 QV0454.Superseded values are not recommended for survey control.
 QV0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0454.See file dsdata.txt to determine how the superseded data were derived.
 QV0454
 QV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBL9254581271(NAD 83)
 QV0454_MARKER: P = PIPE CAP
 QV0454_SETTING: 0 = UNSPECIFIED SETTING
 QV0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QV0454
 QV0454  HISTORY     - Date     Condition        Report By
 QV0454  HISTORY     - 1950     MONUMENTED       USGS
 QV0454
 QV0454                          STATION DESCRIPTION
 QV0454
 QV0454'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QV0454'STATION IS IN NW. 1/4 SEC. 7, T 1 N, R 33 E.
 QV0454'
 QV0454'BEGINNING AT U.S. POST OFFICE, HARDIN, MONTANA, TRAVEL S. 1-1/2
 QV0454'BLOCKS TO U.S. HIGHWAY 87, THENCE RIGHT, TRAVEL W. 4 BLOCKS TO
 QV0454'STATE HIGHWAY 47, THENCE RIGHT, TRAVEL N. ON STATE HIGHWAY 47
 QV0454'8.7 MI. TO CROSSROADS, THENCE LEFT, TRAVEL W. 1.04 MI. TO CROSSROADS,
 QV0454'CONTINUE W. THROUGH GRAVEL PITS 0.3 MI. TO GATE, THROUGH GATE,
 QV0454'CONTINUE W. ON TRAIL RD. 2.15 MI. TO TOP OF FLAT RIDGE 0.3 MI.
 QV0454'TO STATION ON PINT OF RIDGE.
 QV0454'
 QV0454'STATION MARK - - BRASS CAP ON 2 IN. PIPE STAMPED---KING---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0938 ***********************************************************************
 TN0938  DESIGNATION -  KING 2
 TN0938  PID         -  TN0938
 TN0938  STATE/COUNTY-  MT/LINCOLN
 TN0938  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0938
 TN0938                         *CURRENT SURVEY CONTROL
 TN0938  ___________________________________________________________________
 TN0938* NAD 83(1992)-  48 29 13.11511(N)    115 47 38.78123(W)     ADJUSTED  
 TN0938* NAVD 88     -      1764.3    (meters)    5788.     (feet)  VERTCON   
 TN0938  ___________________________________________________________________
 TN0938  LAPLACE CORR-           9.89  (seconds)                    DEFLEC99
 TN0938  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TN0938
 TN0938  HORZ ORDER  -  THIRD
 TN0938
 TN0938.The horizontal coordinates were established by classical geodetic methods
 TN0938.and adjusted by the National Geodetic Survey in July 1992..
 TN0938.No horizontal observational check was made to the station.
 TN0938
 TN0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 TN0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TN0938
 TN0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0938
 TN0938.The geoid height was determined by GEOID03.
 TN0938
 TN0938;                    North         East     Units Scale Factor Converg.
 TN0938;SPC MT       -   489,503.667   135,365.607   MT  0.99972570   -4 36 15.0
 TN0938;SPC MT       - 1,605,983.16    444,112.88   iFT  0.99972570   -4 36 15.0
 TN0938;UTM  11      - 5,371,130.119   589,103.655   MT  0.99969754   +0 54 10.9
 TN0938
 TN0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TN0938!SPC MT       -   0.99972607  x   0.99972570  =   0.99945185
 TN0938!UTM  11      -   0.99972607  x   0.99969754  =   0.99942369
 TN0938
 TN0938|---------------------------------------------------------------------|
 TN0938| PID    Reference Object                     Distance      Geod. Az  |
 TN0938|                                                           dddmmss.s |
 TN0938| TN0937 KING                                 14.823 METERS 01112     |
 TN0938| CH6879 KING 2 RM 3                          14.474 METERS 06654     |
 TN0938| TN0936 KING MT GENERAL TEL CO MAST           1.756 METERS 15652     |
 TN0938| TN0952 YAAK MOUNTAIN LOOKOUT TOWER         APPROX.12.4 KM 3105622.0 |
 TN0938|---------------------------------------------------------------------|
 TN0938
 TN0938                          SUPERSEDED SURVEY CONTROL
 TN0938
 TN0938  NAD 83(1986)-  48 29 13.12797(N)    115 47 38.78251(W) AD(       ) 3
 TN0938  NAD 27      -  48 29 13.32547(N)    115 47 35.17473(W) AD(       ) 3
 TN0938  NGVD 29 (07/19/86) 1763.1    (m)         5784.     (f) VERT ANG       
 TN0938
 TN0938.Superseded values are not recommended for survey control.
 TN0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0938.See file dsdata.txt to determine how the superseded data were derived.
 TN0938
 TN0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8910471130(NAD 83)
 TN0938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TN0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TN0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TN0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TN0938+STABILITY: SURFACE MOTION
 TN0938
 TN0938  HISTORY     - Date     Condition        Report By
 TN0938  HISTORY     - 1973     MONUMENTED       NGS
 TN0938
 TN0938                          STATION DESCRIPTION
 TN0938
 TN0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TN0938'THIS STATION WAS ESTABLISHED TO REPLACE KING 1960, WHICH IS
 TN0938'IN THE WAY OF CONSTRUCTION OF A COMMUNICATIONS TOWER.
 TN0938'
 TN0938'THE STATION IS ABOUT 13 MILES WEST-NORTHWEST OF LIBBY, 6 MILES
 TN0938'EAST-NORTHEAST OF TROY, 3 MILES NORTH OF THE KOOTENAI RIVER
 TN0938'AND NEAR WHAT WOULD BE THE NORTHEAST CORNER OF SECTION 3, T 31
 TN0938'N, R 33 W, PROVIDING THIS AREA WAS SURVEYED OFF IN SECTIONS.
 TN0938'STATION IS ON THE 5787 FOOT HIGH SUMMIT OF KING MOUNTAIN.
 TN0938'
 TN0938'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND THIRD
 TN0938'STREET IN TROY, GO NORTH ON 3RD STREET FOR 0.4 MILE TO A CROSS
 TN0938'STREET WHICH IS 2 BLOCKS NORTH OF THE RAILROAD TRACKS, TURN
 TN0938'LEFT, GO 0.35 MILE TO A T-INTERSECTION, TURN RIGHT, GO 0.15
 TN0938'MILE TO A T-INTERSECTION AT THE NORTHEAST END OF THE SINGLE-LANE
 TN0938'BRIDGE OVER THE KOOTENAI RIVER, KEEP RIGHT, GO 0.55 MILE, KEEP
 TN0938'LEFT FORK (UPHILL), 4.55 MILES TO A FORK, KEEP LEFT 0.7 MILE
 TN0938'TO FORK, KEEP RIGHT ON GRAVEL ROAD GO 4.1 MILES, KEEP RIGHT
 TN0938'FORK 0.95 MILE TO A FORK, KEEP RIGHT, GO 3.1 MILES TO THE
 TN0938'SUMMIT OF KING MOUNTAIN AND THE STATION.
 TN0938'
 TN0938'THE STATION MARK, STAMPED KING 2 1973, IS A STANDARD DISK SET
 TN0938'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 8.2 FEET
 TN0938'EAST-SOUTHEAST OF THE NORTH CORNER OF THE TELEPHONE COMPANY
 TN0938'BUILDING AND 5.7 FEET SOUTHEAST OF THE PROJECTED NORTHWEST
 TN0938'SIDE OF THE BUILDING.  CONSTRUCTION OF THE RAILROAD
 TN0938'COMMUNICATIONS FACILITY WILL BE TO THE NORTH OF THE STATION.
 TN0938'UNDERGROUND MARK SET 20 INCHES BELOW GROUND.
 TN0938'
 TN0938'REFERENCE MARK NO. 2, STAMPED KING NO 2 1959, IS A STANDARD
 TN0938'DISK SET IN THE APPROXIMATE CENTER OF THE TRIANGULAR CONCRETE
 TN0938'BASE FOR THE TELEPHONE CO. TOWER.  THE BASE IS 4 FEET ON EACH
 TN0938'SIDE AND PROJECTS 1 FOOT ABOVE GROUND.
 TN0938'
 TN0938'REFERENCE MARK NO. 3, STAMPED KING 2 NO 3 1973, IS A STANDARD
 TN0938'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 TN0938'IS ON THE NORTHEAST PART OF THE SUMMIT, 46 FEET EAST-NORTHEAST
 TN0938'OF THE NORTHEAST LEG OF THE TELEPHONE CO. TOWER, 30 FEET
 TN0938'SOUTHWEST OF A STEEP DECLINE AND 4 FEET SOUTHWEST OF THE
 TN0938'BOTTOM OF THE NORTHEAST GUY WIRE FOR THE TELEPHONE CO MAST.
 TN0938'
 TN0938'THE ANGLE AT R.M. NO. 3, FROM KING 2 TO KING 1960 IS 63 DEG
 TN0938'27 MIN 41 SEC.
 TN0938'
 TN0938'EITHER OF THE LOOKOUT TOWERS LISTED IN THE BOX SCORE WILL SERVE
 TN0938'AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TN0936 ***********************************************************************
 TN0936  DESIGNATION -  KING MT GENERAL TEL CO MAST
 TN0936  PID         -  TN0936
 TN0936  STATE/COUNTY-  MT/LINCOLN
 TN0936  USGS QUAD   -  KOOTENAI FALLS (1983)
 TN0936
 TN0936                         *CURRENT SURVEY CONTROL
 TN0936  ___________________________________________________________________
 TN0936* NAD 83(1992)-  48 29 13.06283(N)    115 47 38.74762(W)     ADJUSTED  
 TN0936* NAVD 88     -                                                        
 TN0936  ___________________________________________________________________
 TN0936  LAPLACE CORR-           9.89  (seconds)                    DEFLEC99
 TN0936  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TN0936
 TN0936  HORZ ORDER  -  THIRD
 TN0936
 TN0936.The horizontal coordinates were established by classical geodetic methods
 TN0936.and adjusted by the National Geodetic Survey in July 1992..
 TN0936.No horizontal observational check was made to the station.
 TN0936
 TN0936
 TN0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 TN0936
 TN0936.The geoid height was determined by GEOID03.
 TN0936
 TN0936;                    North         East     Units Scale Factor Converg.
 TN0936;SPC MT       -   489,502.002   135,366.165   MT  0.99972569   -4 36 15.0
 TN0936;SPC MT       - 1,605,977.70    444,114.71   iFT  0.99972569   -4 36 15.0
 TN0936;UTM  11      - 5,371,128.516   589,104.370   MT  0.99969755   +0 54 11.0
 TN0936
 TN0936                          SUPERSEDED SURVEY CONTROL
 TN0936
 TN0936  NAD 83(1986)-  48 29 13.07547(N)    115 47 38.74965(W) AD(       ) 4
 TN0936  NAD 27      -  48 29 13.27250(N)    115 47 35.14129(W) AD(       ) 3
 TN0936
 TN0936.Superseded values are not recommended for survey control.
 TN0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TN0936.See file dsdata.txt to determine how the superseded data were derived.
 TN0936
 TN0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP8910471129(NAD 83)
 TN0936
 TN0936  HISTORY     - Date     Condition        Report By
 TN0936  HISTORY     - 1960     MONUMENTED       CGS
 TN0936
 TN0936                          STATION DESCRIPTION
 TN0936
 TN0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TN0936'THE STATION IS LOCATED ON THE TOP OF KING MOUNTAIN, ABOUT
 TN0936'11-1/2 MILES WEST AND 7 MILES NORTH OF LIBBY, 15 MILES EAST
 TN0936'AND 1 MILE NORTH OF TROY AND 2-1/2 MILES NORTH OF THE KOOTENAI
 TN0936'RIVER AND NEAR THE LINE BETWEEN SECTIONS 2 AND 35, T 31 N,
 TN0936'R 33 W.
 TN0936'
 TN0936'IT IS A THREE LEGGED STEEL TOWER WITH THREE FANS ON THE TOP,
 TN0936'UNPAINTED IN COLOR AND IT IS 53 FEET HIGH.
 TN0936'
 TN0936'KING R.M. 2 1960 IS SET AT THE DETERMINED CENTER OF THE BASE
 TN0936'OF THE TOWER.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 TN0936'STATION KING, DISTANCE BEING 53.57 FEET OR 16.325 METERS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0517 ***********************************************************************
 RW0517  DESIGNATION -  KINGS HILL
 RW0517  PID         -  RW0517
 RW0517  STATE/COUNTY-  MT/MEAGHER
 RW0517  USGS QUAD   -  KINGS HILL (1995)
 RW0517
 RW0517                         *CURRENT SURVEY CONTROL
 RW0517  ___________________________________________________________________
 RW0517* NAD 83(1992)-  46 50 10.15300(N)    110 41 14.46303(W)     ADJUSTED  
 RW0517* NAVD 88     -      2442.0    (meters)    8012.     (feet)  VERTCON   
 RW0517  ___________________________________________________________________
 RW0517  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 RW0517  GEOID HEIGHT-         -10.91  (meters)                     GEOID03
 RW0517
 RW0517  HORZ ORDER  -  THIRD
 RW0517  VERT ORDER  -  THIRD ? (See Below)
 RW0517
 RW0517.The horizontal coordinates were established by classical geodetic methods
 RW0517.and adjusted by the National Geodetic Survey in July 1992..
 RW0517
 RW0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 RW0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RW0517.The vertical order pertains to the NGVD 29 superseded value.
 RW0517
 RW0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 RW0517
 RW0517.The geoid height was determined by GEOID03.
 RW0517
 RW0517;                    North         East     Units Scale Factor Converg.
 RW0517;SPC MT       -   288,059.899   509,477.209   MT  0.99939736   -0 52 06.8
 RW0517;SPC MT       -   945,078.41  1,671,513.15   iFT  0.99939736   -0 52 06.8
 RW0517;UTM  12      - 5,187,004.164   523,841.890   MT  0.99960699   +0 13 41.0
 RW0517
 RW0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RW0517!SPC MT       -   0.99961906  x   0.99939736  =   0.99901665
 RW0517!UTM  12      -   0.99961906  x   0.99960699  =   0.99922620
 RW0517
 RW0517:                Primary Azimuth Mark                     Grid Az
 RW0517:SPC MT       -  PORPHYRY                                 276 29 34.4
 RW0517:UTM  12      -  PORPHYRY                                 275 23 46.6
 RW0517
 RW0517|---------------------------------------------------------------------|
 RW0517| PID    Reference Object                     Distance      Geod. Az  |
 RW0517|                                                           dddmmss.s |
 RW0517| RW0518 PORPHYRY                            APPROX. 2.4 KM 2753727.6 |
 RW0517|---------------------------------------------------------------------|
 RW0517
 RW0517                          SUPERSEDED SURVEY CONTROL
 RW0517
 RW0517  NAD 83(1986)-  46 50 10.14955(N)    110 41 14.44771(W) AD(       ) 3
 RW0517  NAD 27      -  46 50 10.28751(N)    110 41 11.68178(W) AD(       ) 3
 RW0517  NGVD 29 (07/19/86) 2440.8    (m)         8008.     (f) LEVELING    3  
 RW0517
 RW0517.Superseded values are not recommended for survey control.
 RW0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0517.See file dsdata.txt to determine how the superseded data were derived.
 RW0517
 RW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS2384287004(NAD 83)
 RW0517
 RW0517  HISTORY     - Date     Condition        Report By
 RW0517  HISTORY     - 1924     MONUMENTED       USFS
 RW0517  HISTORY     - 1960     GOOD             USGS
 RW0517
 RW0517                          STATION DESCRIPTION
 RW0517
 RW0517'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RW0517'LOCATED ABOUT 7.0 MI. (AIRLINE) FROM NEIHART, MONTANA.
 RW0517'
 RW0517'TO REACH FROM POST OFFICE AT NEIHART, GO S. ALONG U.S. HIGHWAY 89
 RW0517'FOR 8.6 MI. (ABOUT 0.2 MI. FROM KINGS HILL PASS), TURN LEFT ON RD.
 RW0517'TO STANFORD FOR 1.1 MI. TO Y-RD., TAKE LEFT FORK (RD. TO STANFORD)
 RW0517'FOR 0.3 MI. TO DIM TRAIL FORK LEFT, TAKE DIM TRAIL TO THE LEFT,
 RW0517'CROSSING BARE TOP FOR 0.1 MI. TO STATION.
 RW0517'
 RW0517'STATION MARK--STANDARD U.S. FOREST SERVICE TABLET STAMPED ---KINGS
 RW0517'HILL 1924---, SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0590 ***********************************************************************
 TJ0590  CBN         -  This is a Cooperative Base Network Control Station.
 TJ0590  DESIGNATION -  KINTYRE
 TJ0590  PID         -  TJ0590
 TJ0590  STATE/COUNTY-  MT/VALLEY
 TJ0590  USGS QUAD   -  MILK RIVER COULEE (1972)
 TJ0590
 TJ0590                         *CURRENT SURVEY CONTROL
 TJ0590  ___________________________________________________________________
 TJ0590* NAD 83(1999)-  48 09 40.89721(N)    106 11 19.41895(W)     ADJUSTED  
 TJ0590* NAVD 88     -       706.2    (meters)    2317.     (feet)  GPS OBS   
 TJ0590  ___________________________________________________________________
 TJ0590  X           -  -1,188,485.465 (meters)                     COMP
 TJ0590  Y           -  -4,093,799.917 (meters)                     COMP
 TJ0590  Z           -   4,729,376.534 (meters)                     COMP
 TJ0590  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 TJ0590  ELLIP HEIGHT-         689.21  (meters)          (04/16/01) GPS OBS
 TJ0590  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TJ0590
 TJ0590  HORZ ORDER  -  B
 TJ0590  ELLP ORDER  -  FOURTH    CLASS II
 TJ0590
 TJ0590.The horizontal coordinates were established by GPS observations
 TJ0590.and adjusted by the National Geodetic Survey in April 2001..
 TJ0590.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TJ0590.DATUM ITEM on the data sheet items page.
 TJ0590
 TJ0590.The orthometric height was determined by GPS observations and a
 TJ0590.high-resolution geoid model.
 TJ0590
 TJ0590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TJ0590
 TJ0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0590
 TJ0590.The ellipsoidal height was determined by GPS observations
 TJ0590.and is referenced to NAD 83.
 TJ0590
 TJ0590.The geoid height was determined by GEOID03.
 TJ0590
 TJ0590;                    North         East     Units Scale Factor Converg.
 TJ0590;SPC MT       -   439,834.156   846,160.072   MT  0.99959438   +2 25 20.0
 TJ0590;SPC MT       - 1,443,025.45  2,776,115.72   iFT  0.99959438   +2 25 20.0
 TJ0590;UTM  13      - 5,334,918.234   411,603.837   MT  0.99969601   -0 53 08.5
 TJ0590
 TJ0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0590!SPC MT       -   0.99989199  x   0.99959438  =   0.99948642
 TJ0590!UTM  13      -   0.99989199  x   0.99969601  =   0.99958804
 TJ0590
 TJ0590|---------------------------------------------------------------------|
 TJ0590| PID    Reference Object                     Distance      Geod. Az  |
 TJ0590|                                                           dddmmss.s |
 TJ0590| CQ6833 KINTYRE RM 1                         25.783 METERS 15509     |
 TJ0590| TJ0589 KINTYRE RM A                         26.175 METERS 16602     |
 TJ0590| CQ6834 KINTYRE RM 2                         19.005 METERS 24503     |
 TJ0590| CQ6832 KINTYRE AZ MK                                      2653923.2 |
 TJ0590|---------------------------------------------------------------------|
 TJ0590
 TJ0590                          SUPERSEDED SURVEY CONTROL
 TJ0590
 TJ0590  NAD 83(1992)-  48 09 40.89634(N)    106 11 19.41821(W) AD(       ) B
 TJ0590  ELLIP H (05/15/92)  689.29   (m)                       GP(       ) 4 2
 TJ0590  NAD 83(1986)-  48 09 40.89623(N)    106 11 19.41169(W) AD(       ) 1
 TJ0590  NAD 27      -  48 09 40.82779(N)    106 11 17.32388(W) AD(       ) 1
 TJ0590  NGVD 29 (07/19/86)  705.55   (m)         2314.8    (f) LEVELING    3  
 TJ0590
 TJ0590.Superseded values are not recommended for survey control.
 TJ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0590.See file dsdata.txt to determine how the superseded data were derived.
 TJ0590
 TJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1160434918(NAD 83)
 TJ0590_MARKER: DH = HORIZONTAL CONTROL DISK
 TJ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0590_SP_SET: CONCRETE POST
 TJ0590_MARK LOGO: CGS   
 TJ0590_MAGNETIC: N = NO MAGNETIC MATERIAL
 TJ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0590+STABILITY: SURFACE MOTION
 TJ0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TJ0590+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1991
 TJ0590
 TJ0590  HISTORY     - Date     Condition        Report By
 TJ0590  HISTORY     - 1948     MONUMENTED       CGS
 TJ0590  HISTORY     - 1948     GOOD             CGS
 TJ0590  HISTORY     - 1967     GOOD             CGS
 TJ0590  HISTORY     - 1976     GOOD             NGS
 TJ0590  HISTORY     - 19911031 GOOD             NGS
 TJ0590
 TJ0590                          STATION DESCRIPTION
 TJ0590
 TJ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TJ0590'LOCATED ABOUT 7 MILES EAST-NORTHEAST OF NASHUA, APPROXIMATELY ON THE
 TJ0590'SECTION LINE BETWEEN SECS. 20 AND 21, AT THE CORNER OF SECS. 20, 21,
 TJ0590'28, AND 29, T. 28 N., R. 43 E., ON LAND OWNED BY MR. NILS DOKKEN,
 TJ0590'AT A T INTERSECTION OF SECTION LINE ROADS, 35 FEET NORTH OF THE
 TJ0590'APPROXIMATE CENTER OF THE INTERSECTION, 79 FEET NORTH OF A FENCE
 TJ0590'CORNER, AND 10.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 8
 TJ0590'INCHES, AND THE DISK IS STAMPED KINTYRE 1948.
 TJ0590'
 TJ0590'REFERENCE MARK NO. 1 IS 84.60 FEET SOUTH-SOUTHEAST OF THE STATION,
 TJ0590'33 FEET EAST OF THE FENCE CORNER, AND 28 FEET SOUTH OF THE
 TJ0590'APPROXIMATE CENTERLINE OF THE ROAD.  IT PROJECTS 5 INCHES, AND THE
 TJ0590'DISK IS STAMPED KINTYRE NO 1 1948.
 TJ0590'
 TJ0590'REFERENCE MARK NO. 2 IS 62.35 FEET WEST-SOUTHWEST OF THE STATION,
 TJ0590'10 FEET WEST OF THE WEST GATE POST OF A WIRE GATE, 7 FEET NORTH OF
 TJ0590'THE APPROXIMATE CENTERLINE OF THE ROAD, AND 2 FEET NORTH OF A WIRE
 TJ0590'FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED KINTYRE NO 2
 TJ0590'1948.
 TJ0590'
 TJ0590'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF THE STATION, 24
 TJ0590'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, AND 6 FEET
 TJ0590'SOUTH OF A WITNESS POST.  IT PROJECTS 8 INCHES, AND THE DISK IS
 TJ0590'STAMPED KINTRE 1948.
 TJ0590'
 TJ0590'TO REACH THE STATION FROM THE POST OFFICE IN NASHUA, GO NORTH FOR 0.3
 TJ0590'MILE TO U.S. HIGHWAY NO. 2.  THEN EAST ON NO. 2 FOR 5.95 MILES TO
 TJ0590'THE TOP OF A HILL AND A WIRE GATE ON THE LEFT.  THEN LEFT, THROUGH
 TJ0590'GATE, GO NORTHERLY ON A TRACK ROAD THROUGH PASTURE LAND FOR 1.8
 TJ0590'MILES TO A FENCE CORNER.  KEEP LEFT ROAD, NORTHERLY, 2.65
 TJ0590'MILES TO A FENCE CORNER.  CONTINUE NORTHERLY FOR 1.3 MILES TO A
 TJ0590'FORK (TAKING ALL RIGHT ROADS AT FORKS) JUST SOUTH OF A WIRE
 TJ0590'FENCE.  THEN RIGHT, EAST, (ALONG THE SOUTH SIDE OF THE WIRE FENCE)
 TJ0590'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 TJ0590'CONTINUE EASTERLY FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 TJ0590
 TJ0590                          STATION RECOVERY (1948)
 TJ0590
 TJ0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 TJ0590'RECOVERED IN GOOD CONDITION.
 TJ0590
 TJ0590                          STATION RECOVERY (1967)
 TJ0590
 TJ0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TJ0590'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TJ0590'CONDITION.  THE AZIMUTH MARK IS ABOVE GROUND IN A CULTIVATED FIELD
 TJ0590'AND SHOWS SIGNS OF BEING REPEATEDLY HIT BY MACHINERY.  METAL
 TJ0590'WITNESS SIGNS WERE PLACED AT THE STATION AND AZIMUTH MARKS.  NO
 TJ0590'SIGNIFICANT CHANGES WERE NOTED IN DISTANCES OR DIRECTIONS TO
 TJ0590'MARKS.  A NEW DESCRIPTION FOLLOWS--
 TJ0590'
 TJ0590'THE STATION IS LOCATED 9-1/2 MILES NORTHWEST OF FRAZER, 8-1/2 MILES
 TJ0590'EAST-NORTHEAST OF NASHUA, 2 MILES WEST OF UPPER KINTYRE CREEK AND
 TJ0590'APPROXIMATELY AT THE SECTION CORNER BETWEEN S20, 21, 28, AND 29 IN
 TJ0590'IN T28N, R43E ON GOVERNMENT LAND.
 TJ0590'
 TJ0590'TO REACH THE STATION FROM THE CITY OFFICES IN NASHUA GO NORTH ON
 TJ0590'STATE HIGHWAY 249 FOR 0.3 MILE TO U.S. HIGHWAY 2.  TURN RIGHT AND GO
 TJ0590'EAST ON U.S. HIGHWAY 2 FOR 1.8 MILES TO A PAVED SIDE ROAD ON THE
 TJ0590'LEFT.  TURN LEFT AND GO NORTH FOR 3.2 MILES TO A GRADED, GRAVEL
 TJ0590'CROSSROAD.  TURN RIGHT AND GO EAST ON GRADED ROAD 4.1 MILES TO A
 TJ0590'CURVE.  TURN RIGHT AND CONTINUE SOUTH 0.9 MILE TO A CURVE.  TURN
 TJ0590'LEFT AND GO EAST 1.7 MILES ON TRACK ROAD TO THE AZIMUTH MARK IN
 TJ0590'FIELD ON RIGHT.  CONTINUE EAST 0.3 MILE TO SECTION CORNER AND
 TJ0590'STATION.
 TJ0590'
 TJ0590'THE STATION MARK IS A STANDARD DISK STAMPED KINTYRE 1948 CEMENTED IN
 TJ0590'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 TJ0590'ABOVE GROUND.  IT IS 57 FEET NORTH OF THE CENTER OF THE TRACK ROAD,
 TJ0590'38.7 FEET NORTHEAST OF A FENCE CORNER POST, AND 3.4 FEET SOUTH OF
 TJ0590'A METAL WITNESS POST WITH SIGN.
 TJ0590'
 TJ0590'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KINTYRE NO 1
 TJ0590'1948 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 TJ0590'PROJECTING 1 INCH ABOVE GROUND.  IT IS 32.5 FEET EAST-SOUTHEAST OF
 TJ0590'A FENCE CORNER, 24.6 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 TJ0590'AND 18.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 TJ0590'
 TJ0590'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KINTYRE NO 2
 TJ0590'1948 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 TJ0590'PROJECTING 8 INCHES ABOVE GROUND.  IT IS 63 FEET SOUTHWEST OF A
 TJ0590'METAL WITNESS POST WITH SIGN, 33 FEET NORTH OF THE CENTER OF A TRACK
 TJ0590'ROAD AND 25.5 FEET WEST OF A FENCE CORNER POST.
 TJ0590'
 TJ0590'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KINTYRE 1948, CEMENTED
 TJ0590'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES
 TJ0590'ABOVE GROUND.  IT IS 85 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 TJ0590'AND 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 TJ0590'
 TJ0590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2
 TJ0590'EAST-NORTHEAST.
 TJ0590
 TJ0590                          STATION RECOVERY (1976)
 TJ0590
 TJ0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TJ0590'ALL MARKS RECOVERED AS DESCRIBED IN 1967 DESCRIPTIONS.
 TJ0590
 TJ0590                          STATION RECOVERY (1991)
 TJ0590
 TJ0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TJ0590'THE STATION IS LOCATED ABOUT 15 KM (9.3 MI) NORTHWEST OF FRAZER, 13 KM
 TJ0590'(8.1 MI) EAST-NORTHEAST OF NASHUA AND AT THE EDGE OF A CULTIVATED
 TJ0590'FIELD.
 TJ0590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TJ0590'HIGHWAY 117, IN NASHUA, GO EAST ON HIGHWAY 2 FOR 2.88 KM (1.79 MI) TO
 TJ0590'COUNTY HIGHWAY 438 ON THE LEFT.  TURN LEFT AND GO NORTH ON HIGHWAY
 TJ0590'438 FOR 4.8 KM (3.0 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 TJ0590'GRAVEL ROAD FOR 3.04 KM (1.89 MI) TO A FORK, WHERE THE MAIN ROAD
 TJ0590'CURVES NORTH.  CONTINUE EAST, STRAIGHT, ON A GRAVEL ROAD FOR 3.20 KM
 TJ0590'(1.99 MI) TO A CURVE.  BEAR RIGHT AND GO SOUTH FOR 1.6 KM (1.0 MI) TO
 TJ0590'A CURVE.  BEAR LEFT AND FOLLOW THE GRAVEL ROAD EAST FOR 3.20 KM
 TJ0590'(1.99 MI) TO THE STATION ON THE LEFT, JUST EAST OF A SECTION ROAD.
 TJ0590'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 TJ0590'PROJECTING 10 CM.  LOCATED 17.37 M (56.99 FT) NORTH OF THE CENTER OF
 TJ0590'THE GRAVEL ROAD, 11.80 M (38.71 FT) NORTHEAST OF A FENCE CORNER POST
 TJ0590'AND 2.74 M (8.99 FT) EAST OF THE CENTER OF THE SECTION ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0852 ***********************************************************************
 TJ0852  DESIGNATION -  KINTYRE
 TJ0852  PID         -  TJ0852
 TJ0852  STATE/COUNTY-  MT/VALLEY
 TJ0852  USGS QUAD   -  KINTYRE (1972)
 TJ0852
 TJ0852                         *CURRENT SURVEY CONTROL
 TJ0852  ___________________________________________________________________
 TJ0852* NAD 83(1992)-  48 03 36.64463(N)    106 09 27.65895(W)     ADJUSTED  
 TJ0852* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 TJ0852  ___________________________________________________________________
 TJ0852  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 TJ0852  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TJ0852
 TJ0852  HORZ ORDER  -  THIRD
 TJ0852
 TJ0852.The horizontal coordinates were established by classical geodetic methods
 TJ0852.and adjusted by the National Geodetic Survey in July 1992..
 TJ0852
 TJ0852.The orthometric height was scaled from a topographic map.
 TJ0852
 TJ0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0852
 TJ0852.The geoid height was determined by GEOID03.
 TJ0852
 TJ0852;                    North         East     Units Scale Factor Converg.
 TJ0852;SPC MT       -   428,696.577   848,946.258   MT  0.99956029   +2 26 41.7
 TJ0852;SPC MT       - 1,406,484.83  2,785,256.75   iFT  0.99956029   +2 26 41.7
 TJ0852;UTM  13      - 5,323,637.162   413,743.151   MT  0.99969142   -0 51 40.3
 TJ0852
 TJ0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0852!SPC MT       -   0.99990101  x   0.99956029  =   0.99946135
 TJ0852!UTM  13      -   0.99990101  x   0.99969142  =   0.99959246
 TJ0852
 TJ0852                          SUPERSEDED SURVEY CONTROL
 TJ0852
 TJ0852  NAD 83(1986)-  48 03 36.64460(N)    106 09 27.65134(W) AD(       ) 3
 TJ0852
 TJ0852.Superseded values are not recommended for survey control.
 TJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0852.See file dsdata.txt to determine how the superseded data were derived.
 TJ0852
 TJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1374323637(NAD 83)
 TJ0852_MARKER: P = PIPE CAP
 TJ0852_SETTING: 0 = UNSPECIFIED SETTING
 TJ0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0852
 TJ0852  HISTORY     - Date     Condition        Report By
 TJ0852  HISTORY     - 1889     MONUMENTED       MORC
 TJ0852
 TJ0852                          STATION DESCRIPTION
 TJ0852
 TJ0852'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 TJ0852'FOLLOWING DESCRIPTION BY MORC
 TJ0852'
 TJ0852'KINTYRE IS ON LEFT BANK, ABOUT THREE-FOURTHS OF A MI. S. 14 DEGREES .
 TJ0852'(MAG.), FROM KINTYRE RAILROAD STATION.  TRIANGULATION STATION IS ON
 TJ0852'ROLLING PRAIRIE, ABOUT ONE-HALF OF A MI. FROM RAILROAD AND 3 MI. FROM
 TJ0852'MISSOURI RIVER.  WINDMILL AT LENNOX RAILROAD STATION BEARS N. 88
 TJ0852'DEGREES 33 MINUTES E. (TRUE), AND IS ABOUT 5.5 MI. DISTANT.
 TJ0852'
 TJ0852'STATION MARK--A STANDARD MORC TABLET SET ON AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0589 ***********************************************************************
 TJ0589  DESIGNATION -  KINTYRE RM A
 TJ0589  PID         -  TJ0589
 TJ0589  STATE/COUNTY-  MT/VALLEY
 TJ0589  USGS QUAD   -  MILK RIVER COULEE (1972)
 TJ0589
 TJ0589                         *CURRENT SURVEY CONTROL
 TJ0589  ___________________________________________________________________
 TJ0589* NAD 83(1992)-  48 09 40.07402(N)    106 11 19.11248(W)     ADJUSTED  
 TJ0589* NAVD 88     -       705.38   (+/-2cm)    2314.2    (feet)  VERTCON   
 TJ0589  ___________________________________________________________________
 TJ0589  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 TJ0589  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TJ0589
 TJ0589  HORZ ORDER  -  FIRST
 TJ0589  VERT ORDER  -  THIRD ? (See Below)
 TJ0589
 TJ0589.The horizontal coordinates were established by classical geodetic methods
 TJ0589.and adjusted by the National Geodetic Survey in July 1992..
 TJ0589
 TJ0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0589.The vertical order pertains to the NGVD 29 superseded value.
 TJ0589
 TJ0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0589
 TJ0589.The geoid height was determined by GEOID03.
 TJ0589
 TJ0589;                    North         East     Units Scale Factor Converg.
 TJ0589;SPC MT       -   439,809.031   846,167.471   MT  0.99959430   +2 25 20.2
 TJ0589;SPC MT       - 1,442,943.02  2,776,140.00   iFT  0.99959430   +2 25 20.2
 TJ0589;UTM  13      - 5,334,892.721   411,609.775   MT  0.99969600   -0 53 08.2
 TJ0589
 TJ0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0589!SPC MT       -   0.99989212  x   0.99959430  =   0.99948646
 TJ0589!UTM  13      -   0.99989212  x   0.99969600  =   0.99958815
 TJ0589
 TJ0589:                Primary Azimuth Mark                     Grid Az
 TJ0589:SPC MT       -  TOWNSHIP                                 098 52 24.0
 TJ0589:UTM  13      -  TOWNSHIP                                 102 10 52.4
 TJ0589
 TJ0589|---------------------------------------------------------------------|
 TJ0589| PID    Reference Object                     Distance      Geod. Az  |
 TJ0589|                                                           dddmmss.s |
 TJ0589| TH0736 TOWNSHIP                            APPROX.16.4 KM 1011744.2 |
 TJ0589| TJ0590 KINTYRE                              26.175 METERS 34602     |
 TJ0589|---------------------------------------------------------------------|
 TJ0589
 TJ0589                          SUPERSEDED SURVEY CONTROL
 TJ0589
 TJ0589  NAD 83(1986)-  48 09 40.07384(N)    106 11 19.10593(W) AD(       ) 1
 TJ0589  NAD 27      -  48 09 40.00547(N)    106 11 17.01814(W) AD(       ) 1
 TJ0589  NGVD 29 (07/19/86)  704.78   (m)         2312.3    (f) LEVELING    3  
 TJ0589
 TJ0589.Superseded values are not recommended for survey control.
 TJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0589.See file dsdata.txt to determine how the superseded data were derived.
 TJ0589
 TJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1161034893(NAD 83)
 TJ0589_MARKER: DS = TRIANGULATION STATION DISK
 TJ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0589+STABILITY: SURFACE MOTION
 TJ0589
 TJ0589  HISTORY     - Date     Condition        Report By
 TJ0589  HISTORY     - 1967     MONUMENTED       CGS
 TJ0589
 TJ0589                          STATION DESCRIPTION
 TJ0589
 TJ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TJ0589'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF FRAZER,
 TJ0589'8-1/2 MILES EAST-NORTHEAST OF NASHUA, 2 MILES WEST OF UPPER KINTYRE
 TJ0589'CREEK AND APPROXIMATELY AT THE SECTION CORNER BETWEEN S20, 21, 28,
 TJ0589'AND 29 IN T28N, R43E, ON GOVERNMENT LAND.
 TJ0589'
 TJ0589'THE STATION IS A STANDARD DISK STAMPED KINTYRE RM A 1967, SET IN THE
 TJ0589'TOP A ROUND CONCRETE MONUMENT THAT IS 16 INCHES BELOW THE SURFACE OF
 TJ0589'THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTERLINE OF E-W
 TJ0589'SECTIONLINE ROAD, 18.6 FEET EAST OF FENCE CORNER AND 5.6 FEET
 TJ0589'SOUTHEAST OF WITNESS POST WITH SIGN.
 TJ0589'
 TJ0589'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KINTYRE
 TJ0589'1948, NOTE DISTANCE AND DIRECTION BELOW.
 TJ0589'
 TJ0589'TO REACH THE STATION FROM THE CITY OFFICES IN NASHUA GO NORTH ON
 TJ0589'STATE HIGHWAY 249 FOR 0.3 MILE TO U.S. HIGHWAY 2.  TURN RIGHT AND GO
 TJ0589'EAST ON U.S. HIGHWAY 2 FOR 1.8 MILES TO A PAVED SIDE ROAD ON THE
 TJ0589'LEFT.  TURN LEFT AND GO NORTH FOR 3.2 MILES TO A GRADED, GRAVEL
 TJ0589'CROSSROAD.  TURN RIGHT AND GO EAST ON GRADED ROAD 4.1 MILES TO A
 TJ0589'CURVE.  TURN RIGHT AND CONTINUE SOUTH 0.9 MILE TO A CURVE.  TURN
 TJ0589'LEFT AND GO EAST 1.7 MILES ON TRACK ROAD TO THE AZIMUTH MARK IN
 TJ0589'FIELD ON RIGHT.  CONTINUE EAST 0.3 MILE TO SECTION CORNER AND
 TJ0589'STATION KINTYRE RM A
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0858 ***********************************************************************
 TM0858  DESIGNATION -  KIPPS
 TM0858  PID         -  TM0858
 TM0858  STATE/COUNTY-  MT/GLACIER
 TM0858  USGS QUAD   -  BLACKFOOT (1968)
 TM0858
 TM0858                         *CURRENT SURVEY CONTROL
 TM0858  ___________________________________________________________________
 TM0858* NAD 83(1992)-  48 30 11.58112(N)    112 53 35.11524(W)     ADJUSTED  
 TM0858* NAVD 88     -      1410.7    (meters)    4628.     (feet)  VERTCON   
 TM0858  ___________________________________________________________________
 TM0858  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 TM0858  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 TM0858
 TM0858  HORZ ORDER  -  FIRST
 TM0858
 TM0858.The horizontal coordinates were established by classical geodetic methods
 TM0858.and adjusted by the National Geodetic Survey in July 1992..
 TM0858
 TM0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 TM0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TM0858
 TM0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 TM0858
 TM0858.The geoid height was determined by GEOID03.
 TM0858
 TM0858;                    North         East     Units Scale Factor Converg.
 TM0858;SPC MT       -   478,059.266   349,407.222   MT  0.99973311   -2 28 55.4
 TM0858;SPC MT       - 1,568,435.91  1,146,349.15   iFT  0.99973311   -2 28 55.4
 TM0858;UTM  12      - 5,373,963.707   360,166.043   MT  0.99984024   -1 25 05.3
 TM0858
 TM0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TM0858!SPC MT       -   0.99978122  x   0.99973311  =   0.99951439
 TM0858!UTM  12      -   0.99978122  x   0.99984024  =   0.99962149
 TM0858
 TM0858:                Primary Azimuth Mark                     Grid Az
 TM0858:SPC MT       -  KIPPS AZ MK                              160 07 23.8
 TM0858:UTM  12      -  KIPPS AZ MK                              159 03 33.7
 TM0858
 TM0858|---------------------------------------------------------------------|
 TM0858| PID    Reference Object                     Distance      Geod. Az  |
 TM0858|                                                           dddmmss.s |
 TM0858| CN4682 KIPPS AZ MK                                        1573828.4 |
 TM0858| CN4683 KIPPS RM 1                           14.953 METERS 24819     |
 TM0858| TM0884 BROWNING MUNICIPAL TANK             APPROX.10.8 KM 3034810.0 |
 TM0858| CN4684 KIPPS RM 2                           14.840 METERS 33204     |
 TM0858|---------------------------------------------------------------------|
 TM0858
 TM0858                          SUPERSEDED SURVEY CONTROL
 TM0858
 TM0858  NAD 83(1986)-  48 30 11.58880(N)    112 53 35.10696(W) AD(       ) 1
 TM0858  NAD 27      -  48 30 11.68277(N)    112 53 31.83787(W) AD(       ) 1
 TM0858  NGVD 29 (07/19/86) 1409.5    (m)         4624.     (f) VERT ANG       
 TM0858
 TM0858.Superseded values are not recommended for survey control.
 TM0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0858.See file dsdata.txt to determine how the superseded data were derived.
 TM0858
 TM0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU6016673964(NAD 83)
 TM0858_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TM0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0858
 TM0858  HISTORY     - Date     Condition        Report By
 TM0858  HISTORY     - 1963     MONUMENTED       CGS
 TM0858  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TM0858
 TM0858                          STATION DESCRIPTION
 TM0858
 TM0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 TM0858'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF BROWNING, 4
 TM0858'MILES SOUTH OF KIPPS LAKE, 0.3 MILE EAST OF U.S. HIGHWAY 89,
 TM0858'ON A GRASS COVERED RIDGE WHICH IS THE HIGHEST POINT IN THE
 TM0858'IMMEDIATE VICINITY.
 TM0858'
 TM0858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 89 AND
 TM0858'2, ABOUT 4 MILES SOUTH OF BROWNING, GO SOUTHEAST ON HIGHWAY 89
 TM0858'FOR 3.75 MILES TO A GATE AND A SIDE ROAD ON THE LEFT.  (TO
 TM0858'REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTHEAST ALONG THE
 TM0858'NORTHEAST SIDE OF A FENCE FOR 0.45 MILE TO THE AZIMUTH MARK ON
 TM0858'THE RIGHT.) TURN LEFT, PASS THROUGH THE GATE AND GO EASTERLY
 TM0858'FOR 0.3 MILE TO AN OLD ROAD BED ON THE RIGHT.  TURN RIGHT AND
 TM0858'GO SOUTH ON THE OLD ROAD BED FOR 0.05 MILE TO THE STATION.
 TM0858'
 TM0858'THE STATION MARK IS A STANDARD DISK, STAMPED KIPPS 1963, SET IN
 TM0858'THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 2 INCHES.
 TM0858'IT IS 5.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 TM0858'
 TM0858'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KIPPS NO 1 1963,
 TM0858'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 TM0858'2 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0858'
 TM0858'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KIPPS NO 2 1963,
 TM0858'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 TM0858'3 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TM0858'
 TM0858'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KIPPS 1963, SET
 TM0858'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 2 INCHES.
 TM0858'IT IS ABOUT 75 YARDS NORTH AND 30 FEET HIGHER THAN THE CENTERLINE
 TM0858'OF THE HIGHWAY, 2.3 FEET SOUTHEAST OF A WITNESS POST, 2.5
 TM0858'FEET NORTHWEST OF A JOG IN A FENCE AND ON THE HIGHEST POINT
 TM0858'OF A KNOLL.
 TM0858
 TM0858                          STATION RECOVERY (1964)
 TM0858
 TM0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TM0858'THE STATION WAS RECOVERED AS DESCRIBED IN 1963 AND ALL MARKS
 TM0858'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1668 ***********************************************************************
 SS1668  DESIGNATION -  KIPPS
 SS1668  PID         -  SS1668
 SS1668  STATE/COUNTY-  MT/CHOUTEAU
 SS1668  USGS QUAD   -  EAGLE BUTTES (1953)
 SS1668
 SS1668                         *CURRENT SURVEY CONTROL
 SS1668  ___________________________________________________________________
 SS1668* NAD 83(1992)-  47 52 05.80213(N)    110 05 42.74161(W)     ADJUSTED  
 SS1668* NAVD 88     -       910.     (meters)    2986.     (feet)  SCALED    
 SS1668  ___________________________________________________________________
 SS1668  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 SS1668  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 SS1668
 SS1668  HORZ ORDER  -  THIRD
 SS1668
 SS1668.The horizontal coordinates were established by classical geodetic methods
 SS1668.and adjusted by the National Geodetic Survey in July 1992..
 SS1668
 SS1668.The orthometric height was scaled from a topographic map.
 SS1668
 SS1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1668
 SS1668.The geoid height was determined by GEOID03.
 SS1668
 SS1668;                    North         East     Units Scale Factor Converg.
 SS1668;SPC MT       -   402,226.012   555,492.091   MT  0.99950435   -0 26 07.4
 SS1668;SPC MT       - 1,319,639.15  1,822,480.61   iFT  0.99950435   -0 26 07.4
 SS1668;UTM  12      - 5,302,056.314   567,664.917   MT  0.99965626   +0 40 15.7
 SS1668
 SS1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1668!SPC MT       -   0.99985975  x   0.99950435  =   0.99936417
 SS1668!UTM  12      -   0.99985975  x   0.99965626  =   0.99951606
 SS1668
 SS1668                          SUPERSEDED SURVEY CONTROL
 SS1668
 SS1668  NAD 83(1986)-  47 52 05.79920(N)    110 05 42.72220(W) AD(       ) 3
 SS1668
 SS1668.Superseded values are not recommended for survey control.
 SS1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1668.See file dsdata.txt to determine how the superseded data were derived.
 SS1668
 SS1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU6766502056(NAD 83)
 SS1668_MARKER: DS = TRIANGULATION STATION DISK
 SS1668_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS1668_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS1668
 SS1668  HISTORY     - Date     Condition        Report By
 SS1668  HISTORY     - 1889     MONUMENTED       MORC
 SS1668
 SS1668                          STATION DESCRIPTION
 SS1668
 SS1668'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SS1668'STATION IS LOCATED ABOUT 5 MI. N. AND 27 MI. E. OF FORT BENTON,
 SS1668'MONTANA, IN SEC.  , R 13 E, T 19 N, ABOUT 1.25 MI. W. OF MISSOURI
 SS1668'RIVER ON SPUR SLOPING E. TO RIVER.
 SS1668'
 SS1668'TO REACH STATION FROM FORT BENTON POST OFFICE, GO ACROSS THE BRIDGE
 SS1668'OVER THE MISSOURI RIVER AND CONTINUE E. FOR 7.9 MI. TO RD. FORK, KEEP
 SS1668'LEFT AND E. FOR 13.9 MI. TO T-RD., TURN LEFT AND GO N. FOR 3.6 MI.
 SS1668'TO T-RD., TURN RIGHT AND GO E. FOR 1.4 MI. TO CROSSROAD, TURN RIGHT
 SS1668'AND GO S. FOR 1.0 MI. TO Y-JUNCTION, TURN LEFT AND GO E. FOR 1.7 MI.
 SS1668'TO WHERE RD. CROSSES COULEE, STAY ON W. SIDE OF COULEE AND FOLLOW
 SS1668'ALONG N. END OF FIELD FOR 0.1 MI., THEN GO SE. ACROSS COUNTRY FOR 0.2
 SS1668'MI. TO STATION.
 SS1668'
 SS1668'STATION MARK--IRON PIPE WITH MORC IRON CAP BOLTED TO TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0429 ***********************************************************************
 QV0429  DESIGNATION -  KIRBY
 QV0429  PID         -  QV0429
 QV0429  STATE/COUNTY-  MT/BIG HORN
 QV0429  USGS QUAD   -  KIRBY (1976)
 QV0429
 QV0429                         *CURRENT SURVEY CONTROL
 QV0429  ___________________________________________________________________
 QV0429* NAD 83(1993)-  45 21 38.17641(N)    106 52 54.38871(W)     ADJUSTED  
 QV0429* NAVD 88     -      1445.8    (meters)    4743.     (feet)  VERTCON   
 QV0429  ___________________________________________________________________
 QV0429  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 QV0429  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 QV0429
 QV0429  HORZ ORDER  -  THIRD
 QV0429
 QV0429.The horizontal coordinates were established by classical geodetic methods
 QV0429.and adjusted by the National Geodetic Survey in January 1997..
 QV0429
 QV0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 QV0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QV0429
 QV0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 QV0429
 QV0429.The geoid height was determined by GEOID03.
 QV0429
 QV0429;                    North         East     Units Scale Factor Converg.
 QV0429;SPC MT       -   126,863.834   805,061.097   MT  0.99980269   +1 54 54.9
 QV0429;SPC MT       -   416,219.93  2,641,276.56   iFT  0.99980269   +1 54 54.9
 QV0429;UTM  13      - 5,024,732.650   352,620.925   MT  0.99986706   -1 20 21.1
 QV0429
 QV0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QV0429!SPC MT       -   0.99977567  x   0.99980269  =   0.99957840
 QV0429!UTM  13      -   0.99977567  x   0.99986706  =   0.99964276
 QV0429
 QV0429                          SUPERSEDED SURVEY CONTROL
 QV0429
 QV0429  NAD 83(1992)-  45 21 38.17630(N)    106 52 54.38764(W) AD(       ) 3
 QV0429  NAD 83(1986)-  45 21 38.15844(N)    106 52 54.37060(W) AD(       ) 3
 QV0429  NGVD 29 (02/04/91) 1445.0    (m)         4741.     (f) VERT ANG       
 QV0429
 QV0429.Superseded values are not recommended for survey control.
 QV0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0429.See file dsdata.txt to determine how the superseded data were derived.
 QV0429
 QV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL5262124733(NAD 83)
 QV0429_MARKER: DS = TRIANGULATION STATION DISK
 QV0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0429+STABILITY: SURFACE MOTION
 QV0429
 QV0429  HISTORY     - Date     Condition        Report By
 QV0429  HISTORY     - 1957     MONUMENTED       USGS
 QV0429  HISTORY     - 1967     GOOD             USGS
 QV0429
 QV0429                          STATION DESCRIPTION
 QV0429
 QV0429'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QV0429'ABOUT 12 MI. S. AND 4 MI. E. OF BUSBY, MONTANA, ON THE TONGUE RIVER
 QV0429'NORTHERN CHEYENNE INDIAN RESERVATION, IN SEC. 35, T 5 S, R 39 E.
 QV0429'
 QV0429'STATION LOCATED ON THE HIGH POINT OF THE NW. NOSE OF A GRASSY RIDGE
 QV0429'THAT RUNS IN A SE-NW. DIRECTION.
 QV0429'
 QV0429'TO REACH FROM BUSBY POST OFFICE, DRIVE 1.2 MI. W. ALONG STATE HIGHWAY
 QV0429'8.  TURN LEFT ALONG RD. LEADING TO SHERIDAN, WYOMING, AND CONTINUE
 QV0429'11.8 MI. TO RD. LEADING UP DRY CREEK.  TURN LEFT UP DRY CREEK ROAD
 QV0429'5.0 MI. TO A SALT RD. HEADING SE. ALONG RIDGE FORMATION.  TURN LEFT
 QV0429'AT SALT RD. AND DRIVE 1.5 MI. TO NOSE OF RIDGE AND STATION.
 QV0429'
 QV0429'RECOVERED BY USGS IN 1966 AND 1967.
 QV0429'
 QV0429'STATION MARK--STANDARD TABLET STAMPED---KIRBY 1957---, SET IN
 QV0429'CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0432 ***********************************************************************
 TL0432  DESIGNATION -  KIRK
 TL0432  PID         -  TL0432
 TL0432  STATE/COUNTY-  MT/TOOLE
 TL0432  USGS QUAD   -  DUNKIRK (1967)
 TL0432
 TL0432                         *CURRENT SURVEY CONTROL
 TL0432  ___________________________________________________________________
 TL0432* NAD 83(1992)-  48 28 26.56778(N)    111 38 42.06807(W)     ADJUSTED  
 TL0432* NAVD 88     -      1008.074  (meters)    3307.32   (feet)  ADJUSTED  
 TL0432  ___________________________________________________________________
 TL0432  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 TL0432  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 TL0432  DYNAMIC HT  -        1008.147 (meters)    3307.56  (feet)  COMP
 TL0432  MODELED GRAV-     980,647.4   (mgal)                       NAVD 88
 TL0432
 TL0432  HORZ ORDER  -  SECOND
 TL0432  VERT ORDER  -  FIRST     CLASS II
 TL0432
 TL0432.The horizontal coordinates were established by classical geodetic methods
 TL0432.and adjusted by the National Geodetic Survey in July 1992..
 TL0432
 TL0432.The orthometric height was determined by differential leveling
 TL0432.and adjusted by the National Geodetic Survey in June 1991..
 TL0432
 TL0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0432
 TL0432.The geoid height was determined by GEOID03.
 TL0432
 TL0432.The dynamic height is computed by dividing the NAVD 88
 TL0432.geopotential number by the normal gravity value computed on the
 TL0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0432.degrees latitude (g = 980.6199 gals.).
 TL0432
 TL0432.The modeled gravity was interpolated from observed gravity values.
 TL0432
 TL0432;                    North         East     Units Scale Factor Converg.
 TL0432;SPC MT       -   471,558.675   441,463.421   MT  0.99971985   -1 34 08.7
 TL0432;SPC MT       - 1,547,108.51  1,448,370.80   iFT  0.99971985   -1 34 08.7
 TL0432;UTM  12      - 5,369,191.620   452,327.061   MT  0.99962792   -0 28 58.5
 TL0432
 TL0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0432!SPC MT       -   0.99984432  x   0.99971985  =   0.99956421
 TL0432!UTM  12      -   0.99984432  x   0.99962792  =   0.99947230
 TL0432
 TL0432:                Primary Azimuth Mark                     Grid Az
 TL0432:SPC MT       -  DUNKIRK MONTANA PWR CO RAD MST           068 00 13.8
 TL0432:UTM  12      -  DUNKIRK MONTANA PWR CO RAD MST           066 55 03.6
 TL0432
 TL0432|---------------------------------------------------------------------|
 TL0432| PID    Reference Object                     Distance      Geod. Az  |
 TL0432|                                                           dddmmss.s |
 TL0432| TL0564 DUNKIRK MONTANA PWR CO RAD MST      APPROX. 5.1 KM 0662605.1 |
 TL0432| TL0430 KIRK RM 2                            18.837 METERS 09059     |
 TL0432| TL0428 KIRK AZ MK                                         3012925.9 |
 TL0432| TL0431 KIRK RM 1                            11.478 METERS 35937     |
 TL0432|---------------------------------------------------------------------|
 TL0432
 TL0432                          SUPERSEDED SURVEY CONTROL
 TL0432
 TL0432  NAD 83(1986)-  48 28 26.56844(N)    111 38 42.05893(W) AD(       ) 2
 TL0432  NAD 27      -  48 28 26.62476(N)    111 38 39.02917(W) AD(       ) 2
 TL0432  NGVD 29 (07/19/86) 1008.2    (m)         3308.     (f) VERT ANG       
 TL0432
 TL0432.Superseded values are not recommended for survey control.
 TL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0432.See file dsdata.txt to determine how the superseded data were derived.
 TL0432
 TL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU5232769192(NAD 83)
 TL0432_MARKER: DS = TRIANGULATION STATION DISK
 TL0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0432_SP_SET: CONCRETE POST
 TL0432_STAMPING: KIRK 1964
 TL0432_PROJECTION: PROJECTING 15 CENTIMETERS
 TL0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0432+STABILITY: SURFACE MOTION
 TL0432
 TL0432  HISTORY     - Date     Condition        Report By
 TL0432  HISTORY     - 1964     MONUMENTED       CGS
 TL0432  HISTORY     - 1979     GOOD             NGS
 TL0432
 TL0432                          STATION DESCRIPTION
 TL0432
 TL0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0432'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST OF SHELBY, 1
 TL0432'MILE EAST SOUTHEAST OF DUNKIRK, 1/2 MILE SOUTH OF U.S. HIGHWAY
 TL0432'2 AND ON THE WEST SIDE OF A SECTION LINE ROAD RIGHT-OF-WAY.
 TL0432'
 TL0432'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE EAST EDGE
 TL0432'OF SHELBY, GO EAST ON U.S. HIGHWAY 2 FOR 9.4 MILES TO THE DUNKIRK
 TL0432'ELEVATOR ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.3
 TL0432'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR
 TL0432'0.6 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.5
 TL0432'MILE TO THE STATION ON THE RIGHT.
 TL0432'
 TL0432'THE STATION MARK IS A STANDARD DISK, STAMPED KIRK 1964, SET
 TL0432'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TL0432'THAT PROJECTS 8 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF THE
 TL0432'NORTH-SOUTH SECTION LINE ROAD, 6.4 FEET SOUTH SOUTHWEST OF
 TL0432'A METAL WITNESS POST AND 6.0 FEET EAST OF A NORTH-SOUTH FENCE
 TL0432'LINE.
 TL0432'
 TL0432'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KIRK NO 1 1964,
 TL0432'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TL0432'DIAMETER, THAT PROJECTS 3 INCHES.  IT IS 39 FEET WEST OF THE
 TL0432'CENTER OF THE NORTH-SOUTH SECTION LINE ROAD, 31.9 FEET NORTH OF
 TL0432'THE METAL WITNESS POST, 4.5 FEET EAST OF THE NORTH-SOUTH FENCE
 TL0432'LINE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 TL0432'
 TL0432'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KIRK NO 2 1964,
 TL0432'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 TL0432'DIAMETER, THAT PROJECTS 6 INCHES.  IT IS IN A NORTH-SOUTH
 TL0432'FENCE LINE, 24 FEET EAST OF THE NORTH-SOUTH SECTION LINE ROAD
 TL0432'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 TL0432'
 TL0432'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KIRK 1964, SET IN
 TL0432'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 TL0432'THAT PROJECTS 7 INCHES.  IT IS 73 FEET SOUTH OF THE CENTER
 TL0432'LINE OF THE HIGHWAY, 10.0 FEET NORTH OF AN ANGLE POWER LINE
 TL0432'POLE, 2.4 FEET EAST OF A METAL WITNESS POST AND 0.9 FOOT SOUTH
 TL0432'OF A FENCE LINE.
 TL0432
 TL0432                          STATION RECOVERY (1979)
 TL0432
 TL0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0432'10.7 MI EAST FROM SHELBY.
 TL0432'0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE IN SHELBY,
 TL0432'THENCE 10.2 MILES EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, AND
 TL0432'THENCE 0.5 MILE SOUTH ALONG A FIELD ROAD, 0.95 MILE EAST OF THE MAIN
 TL0432'CROSSROAD IN DUNKIRK, 61.8 WEST OF KIRK RM 2, 38 FEET WEST OF THE
 TL0432'CENTER OF THE ROAD, 37.6 FEET SOUTH OF KIRK RM 1 AND 6 FEET EAST
 TL0432'OF A NORTH-SOUTH WIRE FENCE.
 TL0432'THE MARK IS 6.4 FT  SSW FROM A WITNESS POST.
 TL0432'THE MARK IS ABOVE LEVEL WITH THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0604 ***********************************************************************
 TK0604  DESIGNATION -  KIRK
 TK0604  PID         -  TK0604
 TK0604  STATE/COUNTY-  MT/HILL
 TK0604  USGS QUAD   -  LAKE THIBADEAU NE (1972)
 TK0604
 TK0604                         *CURRENT SURVEY CONTROL
 TK0604  ___________________________________________________________________
 TK0604* NAD 83(1992)-  48 56 23.24025(N)    109 33 31.36131(W)     ADJUSTED  
 TK0604* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 TK0604  ___________________________________________________________________
 TK0604  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 TK0604  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TK0604
 TK0604  HORZ ORDER  -  THIRD
 TK0604
 TK0604.The horizontal coordinates were established by classical geodetic methods
 TK0604.and adjusted by the National Geodetic Survey in July 1992..
 TK0604
 TK0604.The orthometric height was scaled from a topographic map.
 TK0604
 TK0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0604
 TK0604.The geoid height was determined by GEOID03.
 TK0604
 TK0604;                    North         East     Units Scale Factor Converg.
 TK0604;SPC MT       -   521,173.271   595,698.957   MT  0.99996351   -0 02 34.6
 TK0604;SPC MT       - 1,709,886.06  1,954,392.90   iFT  0.99996351   -0 02 34.6
 TK0604;UTM  12      - 5,421,763.504   605,544.983   MT  0.99973685   +1 05 12.7
 TK0604
 TK0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0604!SPC MT       -   0.99986879  x   0.99996351  =   0.99983231
 TK0604!UTM  12      -   0.99986879  x   0.99973685  =   0.99960567
 TK0604
 TK0604:                Primary Azimuth Mark                     Grid Az
 TK0604:SPC MT       -  KIRK SOUTH BASE                          268 39 53.0
 TK0604:UTM  12      -  KIRK SOUTH BASE                          267 32 05.7
 TK0604
 TK0604|---------------------------------------------------------------------|
 TK0604| PID    Reference Object                     Distance      Geod. Az  |
 TK0604|                                                           dddmmss.s |
 TK0604| TK0606 KIRK SOUTH BASE                     APPROX. 2.2 KM 2683718.4 |
 TK0604|---------------------------------------------------------------------|
 TK0604
 TK0604                          SUPERSEDED SURVEY CONTROL
 TK0604
 TK0604  NAD 83(1986)-  48 56 23.24178(N)    109 33 31.35477(W) AD(       ) 3
 TK0604
 TK0604.Superseded values are not recommended for survey control.
 TK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0604.See file dsdata.txt to determine how the superseded data were derived.
 TK0604
 TK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0554521764(NAD 83)
 TK0604_MARKER: DD = SURVEY DISK
 TK0604_SETTING: 80 = SET IN A BOULDER
 TK0604_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TK0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0604+STABILITY: SURFACE MOTION
 TK0604
 TK0604  HISTORY     - Date     Condition        Report By
 TK0604  HISTORY     - 1909     MONUMENTED       IBC
 TK0604
 TK0604                          STATION DESCRIPTION
 TK0604
 TK0604'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JJM)
 TK0604'ABOUT 4-1/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 408, IN
 TK0604'NE 1/4 SECTION 25, TOWNSHIP 37 N, RANGE 16 E, PRINCIPAL MERIDIAN.
 TK0604'THE STATION IS ON THE EAST SIDE OF THE TOP OF THE DIVIDE BETWEEN HAY
 TK0604'COULEE AND THE WEST FORK OF MILK RIVER.
 TK0604'
 TK0604'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0428 ***********************************************************************
 TL0428  DESIGNATION -  KIRK AZ MK
 TL0428  PID         -  TL0428
 TL0428  STATE/COUNTY-  MT/TOOLE
 TL0428  USGS QUAD   -  DUNKIRK (1967)
 TL0428
 TL0428                         *CURRENT SURVEY CONTROL
 TL0428  ___________________________________________________________________
 TL0428* NAD 83(1986)-  48 28 46.     (N)    111 39 27.     (W)     SCALED    
 TL0428* NAVD 88     -      1004.438  (meters)    3295.39   (feet)  ADJUSTED  
 TL0428  ___________________________________________________________________
 TL0428  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 TL0428  DYNAMIC HT  -        1004.509 (meters)    3295.63  (feet)  COMP
 TL0428  MODELED GRAV-     980,646.8   (mgal)                       NAVD 88
 TL0428
 TL0428  VERT ORDER  -  FIRST     CLASS II
 TL0428
 TL0428.The horizontal coordinates were scaled from a topographic map and have
 TL0428.an estimated accuracy of +/- 6 seconds.
 TL0428
 TL0428.The orthometric height was determined by differential leveling
 TL0428.and adjusted by the National Geodetic Survey in June 1991..
 TL0428
 TL0428.The geoid height was determined by GEOID03.
 TL0428
 TL0428.The dynamic height is computed by dividing the NAVD 88
 TL0428.geopotential number by the normal gravity value computed on the
 TL0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0428.degrees latitude (g = 980.6199 gals.).
 TL0428
 TL0428.The modeled gravity was interpolated from observed gravity values.
 TL0428
 TL0428;                    North         East    Units  Estimated Accuracy
 TL0428;SPC MT       -   472,180.      440,560.      MT  (+/- 180 meters Scaled)
 TL0428
 TL0428                          SUPERSEDED SURVEY CONTROL
 TL0428
 TL0428.No superseded survey control is available for this station.
 TL0428
 TL0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU514697(NAD 83)
 TL0428_MARKER: DZ = AZIMUTH MARK DISK
 TL0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0428_SP_SET: CONCRETE POST
 TL0428_STAMPING: KIRK 1964
 TL0428_PROJECTION: PROJECTING 20 CENTIMETERS
 TL0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0428+STABILITY: SURFACE MOTION
 TL0428
 TL0428  HISTORY     - Date     Condition        Report By
 TL0428  HISTORY     - 1964     MONUMENTED       CGS
 TL0428  HISTORY     - 1979     GOOD             NGS
 TL0428
 TL0428                          STATION DESCRIPTION
 TL0428
 TL0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0428'9.6 MI EAST FROM SHELBY.
 TL0428'0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE IN SHELBY,
 TL0428'THENCE 9.6 MILES EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, 0.15
 TL0428'MILE EAST OF A GRAVELED DRIVEWAY LEADING SOUTH TO A ONE STORY WOOD
 TL0428'FRAME HOUSE, 0.35 MILE EAST OF THE MAIN DIRT CROSSROAD IN DUNKIRK,
 TL0428'72.6 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 30.8 FEET NORTH OF
 TL0428'A GUY WIRE ANCHOR AND 9.3 FEET NORTH OF A UTILITY POLE WITH A GUY
 TL0428'WIRE.
 TL0428'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TL0428'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0605 ***********************************************************************
 TK0605  DESIGNATION -  KIRK NORTH BASE
 TK0605  PID         -  TK0605
 TK0605  STATE/COUNTY-  MT/HILL
 TK0605  USGS QUAD   -  LAKE THIBADEAU NE (1972)
 TK0605
 TK0605                         *CURRENT SURVEY CONTROL
 TK0605  ___________________________________________________________________
 TK0605* NAD 83(1992)-  48 58 04.55268(N)    109 35 57.45252(W)     ADJUSTED  
 TK0605* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 TK0605  ___________________________________________________________________
 TK0605  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TK0605  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0605
 TK0605  HORZ ORDER  -  THIRD
 TK0605
 TK0605.The horizontal coordinates were established by classical geodetic methods
 TK0605.and adjusted by the National Geodetic Survey in July 1992..
 TK0605
 TK0605.The orthometric height was scaled from a topographic map.
 TK0605
 TK0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0605
 TK0605.The geoid height was determined by GEOID03.
 TK0605
 TK0605;                    North         East     Units Scale Factor Converg.
 TK0605;SPC MT       -   524,305.856   592,730.080   MT  0.99998042   -0 04 21.5
 TK0605;SPC MT       - 1,720,163.57  1,944,652.49   iFT  0.99998042   -0 04 21.5
 TK0605;UTM  12      - 5,424,836.219   602,515.652   MT  0.99972911   +1 03 24.1
 TK0605
 TK0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0605!SPC MT       -   0.99986628  x   0.99998042  =   0.99984670
 TK0605!UTM  12      -   0.99986628  x   0.99972911  =   0.99959543
 TK0605
 TK0605:                Primary Azimuth Mark                     Grid Az
 TK0605:SPC MT       -  KIRK                                     136 32 11.3
 TK0605:UTM  12      -  KIRK                                     135 24 25.7
 TK0605
 TK0605|---------------------------------------------------------------------|
 TK0605| PID    Reference Object                     Distance      Geod. Az  |
 TK0605|                                                           dddmmss.s |
 TK0605| TK0604 KIRK                                APPROX. 4.3 KM 1362749.8 |
 TK0605|---------------------------------------------------------------------|
 TK0605
 TK0605                          SUPERSEDED SURVEY CONTROL
 TK0605
 TK0605  NAD 83(1986)-  48 58 04.55338(N)    109 35 57.44641(W) AD(       ) 3
 TK0605
 TK0605.Superseded values are not recommended for survey control.
 TK0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0605.See file dsdata.txt to determine how the superseded data were derived.
 TK0605
 TK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0251624836(NAD 83)
 TK0605_MARKER: DD = SURVEY DISK
 TK0605_SETTING: 80 = SET IN A BOULDER
 TK0605_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TK0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0605+STABILITY: SURFACE MOTION
 TK0605
 TK0605  HISTORY     - Date     Condition        Report By
 TK0605  HISTORY     - 1912     MONUMENTED       IBC
 TK0605
 TK0605                          STATION DESCRIPTION
 TK0605
 TK0605'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TK0605'ABOUT 2-1/4 MILES SOUTH OF THE INTERNATIONAL BOUNDARY BETWEEN
 TK0605'MONUMENTS 406 AND 407, CLOSE TO THE LINE BETWEEN SECTIONS 14 AND 15,
 TK0605'TOWNSHIP 37 N, RANGE 16 E, PRINCIPAL MERIDIAN, AND ABOUT ONE - FOURTH
 TK0605'MILE FROM THE NORTH BOUNDARY OF THE SECTIONS.  THE STATION IS ON THE
 TK0605'DIVIDE BETWEEN HAY COULEE AND THE WEST FORK OF MILK RIVER.
 TK0605'
 TK0605'STATION MARK--A BRONZE DISK SET IN A BOULDER, AND A BOULDER MARKED
 TK0605'BY A CROSS 12 INCHES UNDERGROUND, DIRECTLY UNDER THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0431 ***********************************************************************
 TL0431  DESIGNATION -  KIRK RM 1
 TL0431  PID         -  TL0431
 TL0431  STATE/COUNTY-  MT/TOOLE
 TL0431  USGS QUAD   -  DUNKIRK (1967)
 TL0431
 TL0431                         *CURRENT SURVEY CONTROL
 TL0431  ___________________________________________________________________
 TL0431* NAD 83(1986)-  48 28 27.     (N)    111 38 42.     (W)     SCALED    
 TL0431* NAVD 88     -      1008.226  (meters)    3307.82   (feet)  ADJUSTED  
 TL0431  ___________________________________________________________________
 TL0431  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 TL0431  DYNAMIC HT  -        1008.298 (meters)    3308.06  (feet)  COMP
 TL0431  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 TL0431
 TL0431  VERT ORDER  -  FIRST     CLASS II
 TL0431
 TL0431.The horizontal coordinates were scaled from a topographic map and have
 TL0431.an estimated accuracy of +/- 6 seconds.
 TL0431
 TL0431.The orthometric height was determined by differential leveling
 TL0431.and adjusted by the National Geodetic Survey in June 1991..
 TL0431
 TL0431.The geoid height was determined by GEOID03.
 TL0431
 TL0431.The dynamic height is computed by dividing the NAVD 88
 TL0431.geopotential number by the normal gravity value computed on the
 TL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0431.degrees latitude (g = 980.6199 gals.).
 TL0431
 TL0431.The modeled gravity was interpolated from observed gravity values.
 TL0431
 TL0431;                    North         East    Units  Estimated Accuracy
 TL0431;SPC MT       -   471,570.      441,470.      MT  (+/- 180 meters Scaled)
 TL0431
 TL0431                          SUPERSEDED SURVEY CONTROL
 TL0431
 TL0431.No superseded survey control is available for this station.
 TL0431
 TL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU523692(NAD 83)
 TL0431_MARKER: DR = REFERENCE MARK DISK
 TL0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0431_SP_SET: CONCRETE POST
 TL0431_STAMPING: KIRK NO 1 1964
 TL0431_PROJECTION: PROJECTING 8 CENTIMETERS
 TL0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0431+STABILITY: SURFACE MOTION
 TL0431
 TL0431  HISTORY     - Date     Condition        Report By
 TL0431  HISTORY     - 1964     MONUMENTED       CGS
 TL0431  HISTORY     - 1979     GOOD             NGS
 TL0431
 TL0431                          STATION DESCRIPTION
 TL0431
 TL0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0431'10.7 MI EAST FROM SHELBY.
 TL0431'0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE IN SHELBY,
 TL0431'THENCE 10.2 MILES EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, AND
 TL0431'THENCE 0.5 MILE SOUTH ALONG A TRACK ROAD, 0.95 MILE EAST OF THE MAIN
 TL0431'DIRT CROSSROAD IN DUNKIRK, 39 FEET WEST OF THE CENTER OF THE ROAD,
 TL0431'37.7 FEET NORTH OF THE STATION MARK AND 4.5 FEET EAST OF A NORTH-SOUTH
 TL0431'FENCE LINE.
 TL0431'THE MARK IS 31.9 FT  N FROM A WITNESS POST.
 TL0431'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0430 ***********************************************************************
 TL0430  DESIGNATION -  KIRK RM 2
 TL0430  PID         -  TL0430
 TL0430  STATE/COUNTY-  MT/TOOLE
 TL0430  USGS QUAD   -  DUNKIRK (1967)
 TL0430
 TL0430                         *CURRENT SURVEY CONTROL
 TL0430  ___________________________________________________________________
 TL0430* NAD 83(1986)-  48 28 27.     (N)    111 38 42.     (W)     SCALED    
 TL0430* NAVD 88     -      1008.095  (meters)    3307.39   (feet)  ADJUSTED  
 TL0430  ___________________________________________________________________
 TL0430  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 TL0430  DYNAMIC HT  -        1008.168 (meters)    3307.63  (feet)  COMP
 TL0430  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 TL0430
 TL0430  VERT ORDER  -  FIRST     CLASS II
 TL0430
 TL0430.The horizontal coordinates were scaled from a topographic map and have
 TL0430.an estimated accuracy of +/- 6 seconds.
 TL0430
 TL0430.The orthometric height was determined by differential leveling
 TL0430.and adjusted by the National Geodetic Survey in June 1991..
 TL0430
 TL0430.The geoid height was determined by GEOID03.
 TL0430
 TL0430.The dynamic height is computed by dividing the NAVD 88
 TL0430.geopotential number by the normal gravity value computed on the
 TL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0430.degrees latitude (g = 980.6199 gals.).
 TL0430
 TL0430.The modeled gravity was interpolated from observed gravity values.
 TL0430
 TL0430;                    North         East    Units  Estimated Accuracy
 TL0430;SPC MT       -   471,570.      441,470.      MT  (+/- 180 meters Scaled)
 TL0430
 TL0430                          SUPERSEDED SURVEY CONTROL
 TL0430
 TL0430.No superseded survey control is available for this station.
 TL0430
 TL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU523692(NAD 83)
 TL0430_MARKER: DR = REFERENCE MARK DISK
 TL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0430_SP_SET: CONCRETE POST
 TL0430_STAMPING: KIRK NO 2 1964
 TL0430_PROJECTION: PROJECTING 8 CENTIMETERS
 TL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0430+STABILITY: SURFACE MOTION
 TL0430
 TL0430  HISTORY     - Date     Condition        Report By
 TL0430  HISTORY     - 1964     MONUMENTED       CGS
 TL0430  HISTORY     - 1979     GOOD             NGS
 TL0430
 TL0430                          STATION DESCRIPTION
 TL0430
 TL0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TL0430'10.7 MI EAST FROM SHELBY.
 TL0430'0.1 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE IN SHELBY,
 TL0430'THENCE 10.2 MILES EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, AND
 TL0430'THENCE 0.5 MILE SOUTH ALONG A FIELD ROAD, 0.95 MILE EAST OF THE MAIN
 TL0430'DIRT CROSSROAD IN DUNKIRK, 61.8 FEET EAST OF THE STATION MARK, 24 FEET
 TL0430'EAST OF THE CENTER OF THE ROAD AND 10 FEET WEST OF THE WEST EDGE
 TL0430'OF A CULTIVATED FIELD.
 TL0430'THE MARK IS 60.5 FT  E FROM A WITNESS POST.
 TL0430'THE MARK IS ABOVE LEVEL WITH THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0606 ***********************************************************************
 TK0606  DESIGNATION -  KIRK SOUTH BASE
 TK0606  PID         -  TK0606
 TK0606  STATE/COUNTY-  MT/HILL
 TK0606  USGS QUAD   -  LAKE THIBADEAU NE (1972)
 TK0606
 TK0606                         *CURRENT SURVEY CONTROL
 TK0606  ___________________________________________________________________
 TK0606* NAD 83(1992)-  48 56 21.54081(N)    109 35 17.72595(W)     ADJUSTED  
 TK0606* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 TK0606  ___________________________________________________________________
 TK0606  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 TK0606  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TK0606
 TK0606  HORZ ORDER  -  THIRD
 TK0606
 TK0606.The horizontal coordinates were established by classical geodetic methods
 TK0606.and adjusted by the National Geodetic Survey in July 1992..
 TK0606
 TK0606.The orthometric height was scaled from a topographic map.
 TK0606
 TK0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0606
 TK0606.The geoid height was determined by GEOID03.
 TK0606
 TK0606;                    North         East     Units Scale Factor Converg.
 TK0606;SPC MT       -   521,122.806   593,534.459   MT  0.99996323   -0 03 52.4
 TK0606;SPC MT       - 1,709,720.49  1,947,291.53   iFT  0.99996323   -0 03 52.4
 TK0606;UTM  12      - 5,421,670.404   603,382.396   MT  0.99973130   +1 03 52.4
 TK0606
 TK0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0606!SPC MT       -   0.99986628  x   0.99996323  =   0.99982952
 TK0606!UTM  12      -   0.99986628  x   0.99973130  =   0.99959762
 TK0606
 TK0606:                Primary Azimuth Mark                     Grid Az
 TK0606:SPC MT       -  POLICE                                   265 55 22.3
 TK0606:UTM  12      -  POLICE                                   264 47 37.5
 TK0606
 TK0606|---------------------------------------------------------------------|
 TK0606| PID    Reference Object                     Distance      Geod. Az  |
 TK0606|                                                           dddmmss.s |
 TK0606| TK0671 POLICE                              APPROX. 6.1 KM 2655129.9 |
 TK0606|---------------------------------------------------------------------|
 TK0606
 TK0606                          SUPERSEDED SURVEY CONTROL
 TK0606
 TK0606  NAD 83(1986)-  48 56 21.54175(N)    109 35 17.71823(W) AD(       ) 3
 TK0606
 TK0606.Superseded values are not recommended for survey control.
 TK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0606.See file dsdata.txt to determine how the superseded data were derived.
 TK0606
 TK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXV0338221670(NAD 83)
 TK0606_MARKER: DD = SURVEY DISK
 TK0606_SETTING: 80 = SET IN A BOULDER
 TK0606_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TK0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TK0606+STABILITY: SURFACE MOTION
 TK0606
 TK0606  HISTORY     - Date     Condition        Report By
 TK0606  HISTORY     - 1912     MONUMENTED       IBC
 TK0606
 TK0606                          STATION DESCRIPTION
 TK0606
 TK0606'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TK0606'ABOUT 4-1/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 407, NEAR
 TK0606'THE MIDSECTION LINE OF SECTION 26, TOWNSHIP 37 N, RANGE 16 E,
 TK0606'PRINCIPAL MERIDIAN.  THE STATION IS ON A SMALL KNOLL.
 TK0606'
 TK0606'STATION MARK--A BRONZE DISK SET IN A BOULDER, AND A BOULDER MARKED
 TK0606'BY A CROSS 10 INCHES UNDERGROUND AND DIRECTLY UNDER THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0722 ***********************************************************************
 QX0722  DESIGNATION -  KMIW 1
 QX0722  PID         -  QX0722
 QX0722  STATE/COUNTY-  MT/PARK
 QX0722  USGS QUAD   -  WILSALL (1980)
 QX0722
 QX0722                         *CURRENT SURVEY CONTROL
 QX0722  ___________________________________________________________________
 QX0722* NAD 83(1992)-  45 59 41.33863(N)    110 44 41.44520(W)     ADJUSTED  
 QX0722* NAVD 88     -      1594.1    (meters)    5230.     (feet)  VERTCON   
 QX0722  ___________________________________________________________________
 QX0722  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 QX0722  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 QX0722
 QX0722  HORZ ORDER  -  THIRD
 QX0722
 QX0722.The horizontal coordinates were established by classical geodetic methods
 QX0722.and adjusted by the National Geodetic Survey in July 1992..
 QX0722
 QX0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0722
 QX0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0722
 QX0722.The geoid height was determined by GEOID03.
 QX0722
 QX0722;                    North         East     Units Scale Factor Converg.
 QX0722;SPC MT       -   194,668.113   503,608.692   MT  0.99954886   -0 54 38.2
 QX0722;SPC MT       -   638,674.91  1,652,259.49   iFT  0.99954886   -0 54 38.2
 QX0722;UTM  12      - 5,093,503.192   519,759.016   MT  0.99960480   +0 11 00.7
 QX0722
 QX0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0722!SPC MT       -   0.99975189  x   0.99954886  =   0.99930086
 QX0722!UTM  12      -   0.99975189  x   0.99960480  =   0.99935678
 QX0722
 QX0722:                Primary Azimuth Mark                     Grid Az
 QX0722:SPC MT       -  WILSALL                                  120 46 48.4
 QX0722:UTM  12      -  WILSALL                                  119 41 09.5
 QX0722
 QX0722|---------------------------------------------------------------------|
 QX0722| PID    Reference Object                     Distance      Geod. Az  |
 QX0722|                                                           dddmmss.s |
 QX0722| QX0721 WILSALL                             APPROX. 4.4 KM 1195210.2 |
 QX0722|---------------------------------------------------------------------|
 QX0722
 QX0722                          SUPERSEDED SURVEY CONTROL
 QX0722
 QX0722  NAD 83(1986)-  45 59 41.33127(N)    110 44 41.43650(W) AD(       ) 3
 QX0722  NAD 27      -  45 59 41.56470(N)    110 44 38.64237(W) AD(       ) 3
 QX0722  NGVD 29 (07/19/86) 1592.9    (m)         5226.     (f) VERT ANG       
 QX0722
 QX0722.Superseded values are not recommended for survey control.
 QX0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0722.See file dsdata.txt to determine how the superseded data were derived.
 QX0722
 QX0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR1975993503(NAD 83)
 QX0722_MARKER: DD = SURVEY DISK
 QX0722_SETTING: 66 = SET IN ROCK OUTCROP
 QX0722_SP_SET: SET IN ROCK OUTCROP
 QX0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0722+STABILITY: POSITION/ELEVATION WELL
 QX0722
 QX0722  HISTORY     - Date     Condition        Report By
 QX0722  HISTORY     - 1948     MONUMENTED       USGS
 QX0722
 QX0722                          STATION DESCRIPTION
 QX0722
 QX0722'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0722'TO REACH STATION FROM WILSALL, GO N. ON U.S. HIGHWAY 89 1.3 MI. TO
 QX0722'CROSSROAD, THENCE LEFT ON GRAVEL RD. 4.45 MI. TO SIDE RD. S. THROUGH
 QX0722'CATTLEGUARD, THENCE LEFT THROUGH CATTLEGUARD.  STATION IS ON E. SIDE
 QX0722'OF RD., 73 FT. FROM CENTER OF MAIN RD.
 QX0722'
 QX0722'STATION MARK--STANDARD TABLET, IN ROCK, STAMPED ---KMIW-1 1948
 QX0722'5226---.
 QX0722'
 QX0722'REFERENCE MARK NO. 1--A 3/4 IN. IRON PIPE, 95.30 FT. FROM STATION,
 QX0722'N 64 DEG 43 MIN W.
 QX0722'
 QX0722'REFERENCE MARK NO. 2--A 3/4 IN. IRON PIPE, 60.04 FT. FROM STATION,
 QX0722'N 45 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0557 ***********************************************************************
 TL0557  DESIGNATION -  KNEE 2
 TL0557  PID         -  TL0557
 TL0557  STATE/COUNTY-  MT/CHOUTEAU
 TL0557  USGS QUAD   -  KNEES (1970)
 TL0557
 TL0557                         *CURRENT SURVEY CONTROL
 TL0557  ___________________________________________________________________
 TL0557* NAD 83(1992)-  48 00 40.94834(N)    111 20 45.17449(W)     ADJUSTED  
 TL0557* NAVD 88     -      1179.1    (meters)    3868.     (feet)  VERTCON   
 TL0557  ___________________________________________________________________
 TL0557  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 TL0557  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 TL0557
 TL0557  HORZ ORDER  -  FIRST
 TL0557
 TL0557.The horizontal coordinates were established by classical geodetic methods
 TL0557.and adjusted by the National Geodetic Survey in July 1992..
 TL0557
 TL0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0557
 TL0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0557
 TL0557.The geoid height was determined by GEOID03.
 TL0557
 TL0557;                    North         East     Units Scale Factor Converg.
 TL0557;SPC MT       -   419,582.050   462,356.107   MT  0.99954498   -1 21 01.0
 TL0557;SPC MT       - 1,376,581.53  1,516,916.36   iFT  0.99954498   -1 21 01.0
 TL0557;UTM  12      - 5,317,622.331   474,204.461   MT  0.99960818   -0 15 25.5
 TL0557
 TL0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0557!SPC MT       -   0.99981751  x   0.99954498  =   0.99936258
 TL0557!UTM  12      -   0.99981751  x   0.99960818  =   0.99942576
 TL0557
 TL0557|---------------------------------------------------------------------|
 TL0557| PID    Reference Object                     Distance      Geod. Az  |
 TL0557|                                                           dddmmss.s |
 TL0557| CN4689 KNEE 2 RM 1                          17.763 METERS 08423     |
 TL0557| CN4690 KNEE 2 RM 2                          17.910 METERS 16657     |
 TL0557| TL0556 MONTANA PWR KNEE HILL MICROWAV      APPROX. 0.6 KM 3135847.5 |
 TL0557| CN4688 KNEE 2 AZ MK                                       3170413.2 |
 TL0557|---------------------------------------------------------------------|
 TL0557
 TL0557                          SUPERSEDED SURVEY CONTROL
 TL0557
 TL0557  NAD 83(1986)-  48 00 40.94784(N)    111 20 45.14886(W) AD(       ) 1
 TL0557  NAD 27      -  48 00 41.08000(N)    111 20 42.25700(W) AD(       ) 1
 TL0557  NGVD 29 (07/19/86) 1178.2    (m)         3865.     (f) VERT ANG       
 TL0557
 TL0557.Superseded values are not recommended for survey control.
 TL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0557.See file dsdata.txt to determine how the superseded data were derived.
 TL0557
 TL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU7420417622(NAD 83)
 TL0557_MARKER: DS = TRIANGULATION STATION DISK
 TL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0557
 TL0557  HISTORY     - Date     Condition        Report By
 TL0557  HISTORY     - 1949     MONUMENTED       CGS
 TL0557  HISTORY     - 1961     GOOD             CGS
 TL0557
 TL0557                          STATION DESCRIPTION
 TL0557
 TL0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 TL0557'STATION IS ABOUT 35 MILES NORTH OF GREAT FALLS, 4-1/2 MILES
 TL0557'NORTHWEST OF THE GENOU POST OFFICE, ON THE HIGHEST POINT OF A
 TL0557'FLAT TOPPED BUTTE WHICH IS THE HIGHEST POINT IN THE VICINITY, 5
 TL0557'FEET WEST OF A WITNESS POST AND ON LAND OWNED BY MR. ERNEST
 TL0557'ROSSMILLER.
 TL0557'
 TL0557'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND THE GRAVELED
 TL0557'ROAD TO CARTER WHICH IS 0.25 MILE NORTH OF CARTER, GO NORTH ALONG
 TL0557'THE WEST SIDE OF THE NELSON AND SON GARAGE FOR 6.8 MILES TO A
 TL0557'T-ROAD, TURN LEFT, WEST, 0.7 MILE, TURN RIGHT FOR 4.0 MILES TO
 TL0557'CROSSROADS AND A SCHOOL HOUSE IN THE SOUTHEAST CORNER, TURN LEFT,
 TL0557'WEST, FOR 3.1 MILES, TURN RIGHT, NORTH, FOR 1.0 MILE, TURN LEFT
 TL0557'AND GO WEST FOR 9.1 MILES, TURN RIGHT, NORTH, FOR 3.0 MILES,
 TL0557'TURN LEFT, WEST, FOR 2.9 MILES TO THE GENOU POST OFFICE ON THE
 TL0557'RIGHT, CONTINUE WEST FOR 2.1 MILES TO CROSSROADS AND SCHOOL
 TL0557'HOUSE, TURN RIGHT, NORTH, FOR 0.5 MILE TO THE ROSSMILLER HOME ON
 TL0557'THE LEFT, CONTINUE NORTH FOR 0.5 MILE TO A TRACK ROAD LEFT,
 TL0557'TURN LEFT ON TRACK ROAD FOR 1.0 MILE TO A FORK, TAKE LEFT
 TL0557'FORK UP HILL FOR 0.1 MILE TO A FORK, TAKE LEFT FORK UP STEEP
 TL0557'HILL FOR 0.3 MILE TO THE TOP OF THE HILL, BEAR LEFT, SOUTH, FOR
 TL0557'0.1 MILE TO THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 TL0557'STATION, GO NORTHWEST ALONG THE TOP OF THE BUTTE FOR 0.4 MILE TO
 TL0557'THE AZIMUTH MARK.
 TL0557'
 TL0557'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KNEE 2 1949.
 TL0557'
 TL0557'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TL0557'KNEE 2 NO 1 1949.
 TL0557'
 TL0557'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TL0557'KNEE 2 NO 2 1949.
 TL0557'
 TL0557'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHWEST OF THE STATION,
 TL0557'2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 TL0557'THE DISK IS STAMPED KNEE 2 1949.
 TL0557'
 TL0557'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 TL0557'CONCRETE POSTS.
 TL0557'
 TL0557'A 4-FOOT STAND AT KNEE 2 WILL SEE 4-FOOT STANDS AT GOOSE BILL
 TL0557'1923 1949, TETON (MO. R C), CARTER, KUICH (USGS), AND FINIGAN
 TL0557'1923.
 TL0557
 TL0557                          STATION RECOVERY (1961)
 TL0557
 TL0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 TL0557'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TL0557'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 TL0557'
 TL0557'TO REACH FROM THE SOUTH END OF THE 9TH STREET BRIDGE IN GREAT
 TL0557'FALLS, GO NORTHERLY ON U.S. HIGHWAY 87 FOR 1.25 MILES TO A
 TL0557'CROSSROADS.  TURN LEFT AND GO NORTH ON GRAVELED AND MACADAM ROAD
 TL0557'FOR 16.2 MILES TO A CROSSROADS, TURN LEFT AND GO WEST, NORTH AND
 TL0557'WEST FOR 7.3 MILES TO A FORK.  TURN RIGHT AND GO NORTH FOR 6.6
 TL0557'MILES TO A BRIDGE OVER THE TETON RIVER.  CONTINUE FOR 6.7 MILES
 TL0557'TO A CROSSROADS AND SCHOOLHOUSE ON BOTH SIDES OF THE ROAD, TURN
 TL0557'LEFT AND GO WEST FOR 2.1 MILES TO A CROSSROADS.  TURN RIGHT
 TL0557'AND GO 1.0 MILE TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO
 TL0557'EAST FOR 0.95 MILE TO MICRO-WAVE MAST ON THE LEFT.  CONTINUE
 TL0557'FOR 290 FEET TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE 0.35
 TL0557'MILE TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0633 ***********************************************************************
 PZ0633  DESIGNATION -  KNOLL
 PZ0633  PID         -  PZ0633
 PZ0633  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0633  USGS QUAD   -  MONIDA (1968)
 PZ0633
 PZ0633                         *CURRENT SURVEY CONTROL
 PZ0633  ___________________________________________________________________
 PZ0633* NAD 83(1992)-  44 32 14.22211(N)    112 20 28.65041(W)     ADJUSTED  
 PZ0633* NAVD 88     -      2277.2    (meters)    7471.     (feet)  VERTCON   
 PZ0633  ___________________________________________________________________
 PZ0633  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 PZ0633  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 PZ0633
 PZ0633  HORZ ORDER  -  SECOND
 PZ0633
 PZ0633.The horizontal coordinates were established by classical geodetic methods
 PZ0633.and adjusted by the National Geodetic Survey in July 1992..
 PZ0633
 PZ0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0633
 PZ0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0633
 PZ0633.The geoid height was determined by GEOID03.
 PZ0633
 PZ0633;                    North         East     Units Scale Factor Converg.
 PZ0633;SPC MT       -    36,033.034   374,157.110   MT  1.00030905   -2 04 42.3
 PZ0633;SPC MT       -   118,218.62  1,227,549.57   iFT  1.00030905   -2 04 42.3
 PZ0633;SPC ID E     -   318,908.528   186,121.725   MT  0.99994974   -0 07 20.9
 PZ0633;UTM  12      - 4,932,425.507   393,438.124   MT  0.99973964   -0 56 27.0
 PZ0633
 PZ0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0633!SPC MT       -   0.99964465  x   1.00030905  =   0.99995359
 PZ0633!SPC ID E     -   0.99964465  x   0.99994974  =   0.99959440
 PZ0633!UTM  12      -   0.99964465  x   0.99973964  =   0.99938438
 PZ0633
 PZ0633|---------------------------------------------------------------------|
 PZ0633| PID    Reference Object                     Distance      Geod. Az  |
 PZ0633|                                                           dddmmss.s |
 PZ0633| CN4695 KNOLL RM 2                            4.057 METERS 01524     |
 PZ0633| PZ0637 AIRWAY BCN 26 2 MI E OF MONIDA      APPROX. 4.8 KM 0603213.6 |
 PZ0633| PZ0630 BOUNDARY POST 621.3 ID MT             9.457 METERS 07002     |
 PZ0633| CN4694 KNOLL RM 1                            4.190 METERS 28732     |
 PZ0633|---------------------------------------------------------------------|
 PZ0633
 PZ0633                          SUPERSEDED SURVEY CONTROL
 PZ0633
 PZ0633  NAD 83(1986)-  44 32 14.21917(N)    112 20 28.63931(W) AD(       ) 2
 PZ0633  NAD 27      -  44 32 14.53200(N)    112 20 25.63100(W) AD(       ) 2
 PZ0633  NGVD 29 (07/19/86) 2275.8    (m)         7467.     (f) VERT ANG       
 PZ0633
 PZ0633.Superseded values are not recommended for survey control.
 PZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0633.See file dsdata.txt to determine how the superseded data were derived.
 PZ0633
 PZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ9343832426(NAD 83)
 PZ0633_MARKER: DS = TRIANGULATION STATION DISK
 PZ0633_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0633
 PZ0633  HISTORY     - Date     Condition        Report By
 PZ0633  HISTORY     - 1922     MONUMENTED       CGS
 PZ0633  HISTORY     - 1956     GOOD             USGS
 PZ0633  HISTORY     - 1959     GOOD             CGS
 PZ0633
 PZ0633                          STATION DESCRIPTION
 PZ0633
 PZ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 PZ0633'STATION IS ON THE MOST PROMINENT KNOLL OF THE CONTINENTAL DIVIDE
 PZ0633'ABOUT 3 MILES, AIR LINE, SW OF MONIDA, MONTANA, PRACTICALLY
 PZ0633'ON THE IDAHO-MONTANA BOUNDARY, THE POINT BEING ONLY A FEW
 PZ0633'FEET INTO MONTANA.  THE BEARING OF THE STATION FROM THE RAILROAD
 PZ0633'WATER TANK AT MONIDA, IS S 40 DEG W TRUE.
 PZ0633'
 PZ0633'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 PZ0633'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 PZ0633'
 PZ0633'TRUCKS CAN BE DRIVEN TO THE STATION FROM THE N, BY DRIVING
 PZ0633'ACROSS THE PRAIRIE.
 PZ0633
 PZ0633                          STATION RECOVERY (1956)
 PZ0633
 PZ0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0633'FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 PZ0633'
 PZ0633'STATION MARK--STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 PZ0633'OUTCROPPING BEDROCK.
 PZ0633
 PZ0633                          STATION RECOVERY (1959)
 PZ0633
 PZ0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0633'THE STATION, REFERENCE AND GENERAL LAND OFFICE MARK NO. 621.3
 PZ0633'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PZ0633'
 PZ0633'A COMPLETE DESCRIPTION FOLLOWS--
 PZ0633'
 PZ0633'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF MONIDA AND ON THE
 PZ0633'WEST END OF A PROMINENT BARE ROCKY KNOLL OF THE CONTINENTAL
 PZ0633'DIVIDE
 PZ0633'
 PZ0633'TO REACH FROM THE POST OFFICE AT SPENCER GO NORTH ON U.S.
 PZ0633'HIGHWAY 91 FOR 9.5 MILES TO HUMPHREY.  CONTINUE NORTH ON THE
 PZ0633'HIGHWAY FOR 2.9 MILES TO A ACCESS ROAD ON THE LEFT FOR INTERSTATE
 PZ0633'HIGHWAY 15 AND 0.1 MILE NORTH OF RAILROAD MILE POLE 261.  TURN
 PZ0633'LEFT, NORTH-NORTHWEST, AND FOLLOW THE ACCESS ROAD FOR 2.0 MILES
 PZ0633'TO THE END OF THE ROAD AND A CATTLE GUARD ON THE LEFT.  CROSS
 PZ0633'CATTLE GUARD AND FOLLOW THE MAIN TRAVELED ROAD WEST AND
 PZ0633'SOUTHWEST FOR 1.3 MILES TO A DIM TRACK ROAD ON THE RIGHT, 0.1
 PZ0633'MILE WEST OF SOME RANCH BUILDINGS.  TURN SHARP RIGHT,
 PZ0633'NORTHEAST, ON DIM TRACK ROAD AND GO ABOUT 50 YARDS TO THE
 PZ0633'CREST OF A RIDGE, THENCE NORTHWEST UP THE CREST OF THE
 PZ0633'RIDGE FOR 0.6 MILE TO A FENCE CORNER OF THE MONTANA-IDAHO
 PZ0633'BOUNDARY FENCE LINE.  TURN LEFT, WEST, ALONG THE SOUTH SIDE
 PZ0633'OF THE FENCE LINE AND GO 1.3 MILES TO THE STATION ON THE
 PZ0633'WEST END OF A KNOLL AND AT A POINT WHERE THE FENCE LINE BEARS
 PZ0633'NORTHWEST.
 PZ0633'
 PZ0633'THE STATION MARK, STAMPED KNOLL 1922, IS A STANDARD DISK CEMENTED
 PZ0633'IN A DRILL HOLE IN BEDROCK AND PROJECTS 3 INCHES.
 PZ0633'
 PZ0633'REFERENCE MARK NO. 1, STAMPED KNOLL 1922, IS A STANDARD DISK
 PZ0633'CEMENTED IN A DRILL HOLE IN BEDROCK AND ABOUT LEVEL WITH THE
 PZ0633'STATION.
 PZ0633'
 PZ0633'REFERENCE MARK NO. 2, STAMPED KNOLL 1922, IS A STANDARD DISK
 PZ0633'CEMENTED IN A DRILL HOLE IN BEDROCK AND ABOUT 6 INCHES LOWER
 PZ0633'THAN THE STATION.
 PZ0633'
 PZ0633'GENERAL LAND OFFICE POST NO. 15 WAS FOUND LYING ON THE GROUND.
 PZ0633'BUT THE DISK THAT WAS CEMENTED IN A BOULDER WAS FOUND IN TACT
 PZ0633'AND A DISTANCE AND DIRECTION WERE TAKEN.  THERE IS NO STAMPING
 PZ0633'ON THE DISK.
 PZ0633'
 PZ0633'AIRWAY BEACON 26 IS A STANDARD FEDERAL AVIATION AGENCY BEACON
 PZ0633'AND IS 1 MILE SOUTHEAST OF MONIDA.  THE POINT OF INTERSECTION
 PZ0633'WAS THE SHAFT ON WHICH THE LIGHT ROTATES.
 PZ0633'
 PZ0633'4-WHEEL DRIVE STATION.  THE 1959 VALUES ARE IN GOOD AGREEMENT
 PZ0633'WITH THOSE OF 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0602 ***********************************************************************
 TL0602  DESIGNATION -  KNOLL
 TL0602  PID         -  TL0602
 TL0602  STATE/COUNTY-  MT/TOOLE
 TL0602  USGS QUAD   -  KEVIN SOUTH (1986)
 TL0602
 TL0602                         *CURRENT SURVEY CONTROL
 TL0602  ___________________________________________________________________
 TL0602* NAD 83(1992)-  48 40 06.14835(N)    111 54 52.41299(W)     ADJUSTED  
 TL0602* NAVD 88     -      1083.0    (meters)    3553.     (feet)  VERTCON   
 TL0602  ___________________________________________________________________
 TL0602  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 TL0602  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 TL0602
 TL0602  HORZ ORDER  -  SECOND
 TL0602
 TL0602.The horizontal coordinates were established by classical geodetic methods
 TL0602.and adjusted by the National Geodetic Survey in July 1992..
 TL0602
 TL0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0602
 TL0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0602
 TL0602.The geoid height was determined by GEOID03.
 TL0602
 TL0602;                    North         East     Units Scale Factor Converg.
 TL0602;SPC MT       -   493,732.721   422,213.779   MT  0.99981323   -1 45 58.5
 TL0602;SPC MT       - 1,619,858.01  1,385,215.81   iFT  0.99981323   -1 45 58.5
 TL0602;UTM  12      - 5,390,995.175   432,664.223   MT  0.99965570   -0 41 12.4
 TL0602
 TL0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0602!SPC MT       -   0.99983260  x   0.99981323  =   0.99964586
 TL0602!UTM  12      -   0.99983260  x   0.99965570  =   0.99948836
 TL0602
 TL0602|---------------------------------------------------------------------|
 TL0602| PID    Reference Object                     Distance      Geod. Az  |
 TL0602|                                                           dddmmss.s |
 TL0602| CN4697 KNOLL RM 1                           17.310 METERS 05741     |
 TL0602| CN4696 KNOLL AZ MK                                        0955100.9 |
 TL0602| CN4698 KNOLL RM 2                           15.124 METERS 10727     |
 TL0602| TM0800 MONTANA PWR CO MICROWAVE MAST       APPROX.27.6 KM 2955332.8 |
 TL0602|---------------------------------------------------------------------|
 TL0602
 TL0602                          SUPERSEDED SURVEY CONTROL
 TL0602
 TL0602  NAD 83(1986)-  48 40 06.15155(N)    111 54 52.40311(W) AD(       ) 2
 TL0602  NAD 27      -  48 40 06.19403(N)    111 54 49.30641(W) AD(       ) 2
 TL0602  NGVD 29 (07/19/86) 1082.0    (m)         3550.     (f) VERT ANG       
 TL0602
 TL0602.Superseded values are not recommended for survey control.
 TL0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0602.See file dsdata.txt to determine how the superseded data were derived.
 TL0602
 TL0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU3266490995(NAD 83)
 TL0602_MARKER: DS = TRIANGULATION STATION DISK
 TL0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0602
 TL0602  HISTORY     - Date     Condition        Report By
 TL0602  HISTORY     - 1964     MONUMENTED       CGS
 TL0602
 TL0602                          STATION DESCRIPTION
 TL0602
 TL0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0602'THE STATION IS ABOUT 11-1/2 MILES NORTH-NORTHWEST OF SHELBY,
 TL0602'6 MILES SOUTH-SOUTHEAST OF KEVIN, 2-1/2 MILES WEST OF U.S.
 TL0602'HIGHWAY 91, ON THE SUMMIT OF A PROMINENT KNOLL WHICH IS THE
 TL0602'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 TL0602'
 TL0602'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 TL0602'91, AT THE WEST EDGE OF SHELBY, GO NORTH ON U.S. HIGHWAY 91
 TL0602'FOR 6.2 MILES TO AN OVERPASS.  CONTINUE NORTH ON THE HIGHWAY
 TL0602'FOR 5.1 MILES TO A CROSSROAD AT A CATTLE GUARD ON THE LEFT.
 TL0602'TURN LEFT AND GO WEST ON A GRADED ROAD FOR 2.05 MILES TO THE
 TL0602'AZIMUTH MARK ON THE RIGHT AND A FIELD ROAD ON THE LEFT.
 TL0602'CONTINUE WEST FOR 0.35 MILE TO A TRACK ROAD ON THE RIGHT.  BEAR
 TL0602'RIGHT AND GO NORTHWESTERLY, UP GRADE, FOR 0.05 MILE TO THE
 TL0602'STATION.
 TL0602'
 TL0602'THE STATION MARK IS A STANDARD DISK, STAMPED KNOLL 1964, SET
 TL0602'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 TL0602'3 INCHES.  IT IS ABOUT 12 FEET WEST AND ABOUT 2 FEET LOWER THAN
 TL0602'THE HIGHEST POINT, ABOUT 200 FEET NORTH AND 50 FEET HIGHER THAN
 TL0602'THE ROAD AND 7.3 FEET WEST-NORTHWEST OF A WITNESS POST.
 TL0602'
 TL0602'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KNOLL NO 1 1964,
 TL0602'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER PROJECTING
 TL0602'15 INCHES.  IT IS 54.9 FEET NORTHEAST OF THE WITNESS POST AND
 TL0602'ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION.
 TL0602'
 TL0602'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KNOLL NO 2 1964,
 TL0602'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT BOULDER PROJECTING
 TL0602'6 INCHES.  IT IS ON THE EAST SLOPE OF THE KNOLL, 43.1 FEET EAST
 TL0602'OF THE WITNESS POST AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 TL0602'STATION.
 TL0602'
 TL0602'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KNOLL 1964, SET
 TL0602'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 TL0602'5 INCHES.  IT IS 28.9 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 TL0602'1.6 FEET NORTH OF A WITNESS POST AND 2 FEET EAST OF A NORTH-SOUTH
 TL0602'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0789 ***********************************************************************
 TH0789  DESIGNATION -  KNOLL
 TH0789  PID         -  TH0789
 TH0789  STATE/COUNTY-  MT/SHERIDAN
 TH0789  USGS QUAD   -  
 TH0789
 TH0789                         *CURRENT SURVEY CONTROL
 TH0789  ___________________________________________________________________
 TH0789* NAD 83(1992)-  49 01 17.24842(N)    105 33 58.36403(W)     ADJUSTED  
 TH0789* NAVD 88     -       862.     (meters)    2828.     (feet)  SCALED    
 TH0789  ___________________________________________________________________
 TH0789  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 TH0789  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 TH0789
 TH0789  HORZ ORDER  -  THIRD
 TH0789
 TH0789.The horizontal coordinates were established by classical geodetic methods
 TH0789.and adjusted by the National Geodetic Survey in July 1992..
 TH0789
 TH0789.The orthometric height was scaled from a topographic map.
 TH0789
 TH0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0789
 TH0789.The geoid height was determined by GEOID03.
 TH0789
 TH0789;                    North         East     Units Scale Factor Converg.
 TH0789;SPC MT       -   537,477.567   887,601.513   MT  1.00001328   +2 52 39.3
 TH0789;SPC MT       - 1,763,377.84  2,912,078.45   iFT  1.00001328   +2 52 39.3
 TH0789;UTM  13      - 5,429,995.582   458,603.695   MT  0.99962105   -0 25 38.9
 TH0789
 TH0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0789!SPC MT       -   0.99986771  x   1.00001328  =   0.99988098
 TH0789!UTM  13      -   0.99986771  x   0.99962105  =   0.99948881
 TH0789
 TH0789:                Primary Azimuth Mark                     Grid Az
 TH0789:SPC MT       -  DIN                                      101 51 20.8
 TH0789:UTM  13      -  DIN                                      105 09 39.0
 TH0789
 TH0789|---------------------------------------------------------------------|
 TH0789| PID    Reference Object                     Distance      Geod. Az  |
 TH0789|                                                           dddmmss.s |
 TH0789| TH0768 DIN                                 APPROX. 3.4 KM 1044400.1 |
 TH0789|---------------------------------------------------------------------|
 TH0789
 TH0789                          SUPERSEDED SURVEY CONTROL
 TH0789
 TH0789  NAD 83(1986)-  49 01 17.24853(N)    105 33 58.36423(W) AD(       ) 3
 TH0789
 TH0789.Superseded values are not recommended for survey control.
 TH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0789.See file dsdata.txt to determine how the superseded data were derived.
 TH0789
 TH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDQ5860429996(NAD 83)
 TH0789_MARKER: DD = SURVEY DISK
 TH0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0789+STABILITY: SURFACE MOTION
 TH0789
 TH0789  HISTORY     - Date     Condition        Report By
 TH0789  HISTORY     - 1911     MONUMENTED       IBC
 TH0789
 TH0789                          STATION DESCRIPTION
 TH0789
 TH0789'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0789'ABOUT 1-1/2 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 534, NEAR
 TH0789'THE WEST BOUNDARY OF SECTION 9, TOWNSHIP 1, RANGE 27 W, SECOND
 TH0789'MERIDIAN, AND NEAR THE EAST - AND - WEST MIDSECTION LINE.  THE
 TH0789'STATION IS ON THE MORE SOUTHERN OF TWO DETACHED KNOLLS.
 TH0789'
 TH0789'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TH0789'CONCRETE PIER.  ONE REFERENCE MARK IS A HAMMER MARK ON A STONE 19.26
 TH0789'METERS FROM THE STATION IN BEARING 135 DEGREES.  A SECOND REFERENCE
 TH0789'MARK IS A HAMMER MARK ON A STONE 9.5 METERS FROM THE STATION IN
 TH0789'BEARING 180 DEGREES.  A THIRD REFERENCE MARK IS A HAMMER MARK ON A
 TH0789'STONE 7.38 METERS FROM THE STATION IN BEARING 270 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0490 ***********************************************************************
 RT0490  DESIGNATION -  KNOWLTON
 RT0490  PID         -  RT0490
 RT0490  STATE/COUNTY-  MT/CUSTER
 RT0490  USGS QUAD   -  RED KNOB (1969)
 RT0490
 RT0490                         *CURRENT SURVEY CONTROL
 RT0490  ___________________________________________________________________
 RT0490* NAD 83(1992)-  46 22 09.79222(N)    105 09 17.06622(W)     ADJUSTED  
 RT0490* NAVD 88     -      1005.6    (meters)    3299.     (feet)  VERTCON   
 RT0490  ___________________________________________________________________
 RT0490  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 RT0490  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0490
 RT0490  HORZ ORDER  -  FIRST
 RT0490
 RT0490.The horizontal coordinates were established by classical geodetic methods
 RT0490.and adjusted by the National Geodetic Survey in July 1992..
 RT0490
 RT0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0490
 RT0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0490
 RT0490.The geoid height was determined by GEOID03.
 RT0490
 RT0490;                    North         East     Units Scale Factor Converg.
 RT0490;SPC MT       -   244,783.474   933,997.680   MT  0.99945517   +3 10 42.9
 RT0490;SPC MT       -   803,095.39  3,064,296.85   iFT  0.99945517   +3 10 42.9
 RT0490;UTM  13      - 5,135,101.856   488,098.060   MT  0.99960174   -0 06 43.2
 RT0490
 RT0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0490!SPC MT       -   0.99984490  x   0.99945517  =   0.99930015
 RT0490!UTM  13      -   0.99984490  x   0.99960174  =   0.99944670
 RT0490
 RT0490|---------------------------------------------------------------------|
 RT0490| PID    Reference Object                     Distance      Geod. Az  |
 RT0490|                                                           dddmmss.s |
 RT0490| CS9123 KNOWLTON RM 1                        24.430 METERS 03928     |
 RT0490| CS9122 KNOWLTON AZ MK                                     2475655.5 |
 RT0490| CS9124 KNOWLTON RM 2                        19.279 METERS 30416     |
 RT0490|---------------------------------------------------------------------|
 RT0490
 RT0490                          SUPERSEDED SURVEY CONTROL
 RT0490
 RT0490  NAD 83(1986)-  46 22 09.77789(N)    105 09 17.04460(W) AD(       ) 1
 RT0490  NAD 27      -  46 22 09.76600(N)    105 09 15.12800(W) AD(       ) 1
 RT0490  NGVD 29 (07/19/86) 1005.0    (m)         3297.     (f) VERT ANG       
 RT0490
 RT0490.Superseded values are not recommended for survey control.
 RT0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0490.See file dsdata.txt to determine how the superseded data were derived.
 RT0490
 RT0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM8809835102(NAD 83)
 RT0490_MARKER: DS = TRIANGULATION STATION DISK
 RT0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0490
 RT0490  HISTORY     - Date     Condition        Report By
 RT0490  HISTORY     - 1949     MONUMENTED       CGS
 RT0490
 RT0490                          STATION DESCRIPTION
 RT0490
 RT0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 RT0490'STATION IS LOCATED ON LAND OWNED BY HARRY AND CLAUDE WOODRUFF,
 RT0490'ABOUT 5 MILES WEST-NORTHWEST OF KNOWLTON, ABOUT 4 MILES SOUTH
 RT0490'OF U.S. HIGHWAY 12, 150 FEET SOUTHWEST OF A TRACK ROAD, 12
 RT0490'FEET EAST OF A WITNESS POST, AND ON A HIGH, TIMBERED RIDGE.
 RT0490'
 RT0490'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 12 ABOUT
 RT0490'2 MILES NORTHEAST OF MILES CITY, GO EAST ON U.S. HIGHWAY 12
 RT0490'FOR 27.5 MILES TO THE BRIDGE OVER THE POWDER RIVER.  CONTINUE
 RT0490'FOR 0.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 3.7
 RT0490'MILES TO RANCH BUILDINGS ON RIGHT.  CONTINUE FOR 0.7 MILE
 RT0490'TO A GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW TRACK
 RT0490'ROAD FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE AND GO 0.4
 RT0490'MILE TO A DIM FORK.  BEAR RIGHT AND GO 0.5 MILE TO A GATE.
 RT0490'PASS THROUGH GATE AND GO 100 YARDS TO STATION ON LEFT.
 RT0490'CONTINUE FOR 0.2 MILE ON TRACK ROAD TO THE AZIMUTH MARK ON
 RT0490'LEFT.
 RT0490'
 RT0490'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 RT0490'CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RT0490'KNOWLTON 1949.
 RT0490'
 RT0490'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 RT0490'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 1 INCH, AND THE
 RT0490'DISK IS STAMPED KNOWLTON NO 1 1949.
 RT0490'
 RT0490'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 RT0490'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 7 INCHES, AND
 RT0490'THE DISK IS STAMPED KNOWLTON NO 2 1949.
 RT0490'
 RT0490'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 RT0490'CONCRETE POST.  IT IS 100 FEET SOUTH OF A TRACK ROAD AND 4
 RT0490'FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES,
 RT0490'AND THE DISK IS STAMPED KNOWLTON 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0790 ***********************************************************************
 TH0790  DESIGNATION -  KNUTE
 TH0790  PID         -  TH0790
 TH0790  STATE/COUNTY-  MT/SHERIDAN
 TH0790  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0790
 TH0790                         *CURRENT SURVEY CONTROL
 TH0790  ___________________________________________________________________
 TH0790* NAD 83(1992)-  48 57 27.57435(N)    104 10 05.41764(W)     ADJUSTED  
 TH0790* NAVD 88     -       700.     (meters)    2297.     (feet)  SCALED    
 TH0790  ___________________________________________________________________
 TH0790  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 TH0790  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 TH0790
 TH0790  HORZ ORDER  -  THIRD
 TH0790
 TH0790.The horizontal coordinates were established by classical geodetic methods
 TH0790.and adjusted by the National Geodetic Survey in July 1992..
 TH0790
 TH0790.The orthometric height was scaled from a topographic map.
 TH0790
 TH0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0790
 TH0790.The geoid height was determined by GEOID03.
 TH0790
 TH0790;                    North         East     Units Scale Factor Converg.
 TH0790;SPC MT       -   536,443.583   990,158.488   MT  0.99997422   +3 54 00.9
 TH0790;SPC MT       - 1,759,985.51  3,248,551.47   iFT  0.99997422   +3 54 00.9
 TH0790;UTM  13      - 5,423,082.411   560,893.295   MT  0.99964555   +0 37 38.7
 TH0790
 TH0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0790!SPC MT       -   0.99989326  x   0.99997422  =   0.99986748
 TH0790!UTM  13      -   0.99989326  x   0.99964555  =   0.99953885
 TH0790
 TH0790:                Primary Azimuth Mark                     Grid Az
 TH0790:SPC MT       -  KNUTE S BASE                             075 11 00.6
 TH0790:UTM  13      -  KNUTE S BASE                             078 27 22.8
 TH0790
 TH0790|---------------------------------------------------------------------|
 TH0790| PID    Reference Object                     Distance      Geod. Az  |
 TH0790|                                                           dddmmss.s |
 TH0790| TH0792 KNUTE S BASE                        APPROX. 1.2 KM 0790501.5 |
 TH0790|---------------------------------------------------------------------|
 TH0790
 TH0790                          SUPERSEDED SURVEY CONTROL
 TH0790
 TH0790  NAD 83(1986)-  48 57 27.57406(N)    104 10 05.41799(W) AD(       ) 3
 TH0790
 TH0790.Superseded values are not recommended for survey control.
 TH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0790.See file dsdata.txt to determine how the superseded data were derived.
 TH0790
 TH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6089323082(NAD 83)
 TH0790_MARKER: DD = SURVEY DISK
 TH0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0790+STABILITY: SURFACE MOTION
 TH0790
 TH0790  HISTORY     - Date     Condition        Report By
 TH0790  HISTORY     - 1911     MONUMENTED       IBC
 TH0790
 TH0790                          STATION DESCRIPTION
 TH0790
 TH0790'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TH0790'ABOUT 3 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 579, IN SW 1/4
 TH0790'SECTION 14, TOWNSHIP 37 N, RANGE 57 E, PRINCIPAL MERIDIAN.  THE
 TH0790'STATION IS ON THE HIGHEST HILL IN THE VICINITY.
 TH0790'
 TH0790'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TH0790'SURVEY---SET IN CONCRETE.  THE WITNESS MARK IS A CROSSED ARROW ON A
 TH0790'LARGE WHITE GRANITE BOULDER 3.75 METERS FROM THE STATION, IN BEARING
 TH0790'225 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0791 ***********************************************************************
 TH0791  DESIGNATION -  KNUTE N BASE
 TH0791  PID         -  TH0791
 TH0791  STATE/COUNTY-  MT/SHERIDAN
 TH0791  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0791
 TH0791                         *CURRENT SURVEY CONTROL
 TH0791  ___________________________________________________________________
 TH0791* NAD 83(1992)-  48 58 18.92428(N)    104 08 56.71249(W)     ADJUSTED  
 TH0791* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 TH0791  ___________________________________________________________________
 TH0791  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 TH0791  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TH0791
 TH0791  HORZ ORDER  -  THIRD
 TH0791
 TH0791.The horizontal coordinates were established by classical geodetic methods
 TH0791.and adjusted by the National Geodetic Survey in July 1992..
 TH0791
 TH0791.The orthometric height was scaled from a topographic map.
 TH0791
 TH0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0791
 TH0791.The geoid height was determined by GEOID03.
 TH0791
 TH0791;                    North         East     Units Scale Factor Converg.
 TH0791;SPC MT       -   538,121.356   991,444.572   MT  0.99998284   +3 54 51.2
 TH0791;SPC MT       - 1,765,490.01  3,252,770.91   iFT  0.99998284   +3 54 51.2
 TH0791;UTM  13      - 5,424,683.498   562,272.601   MT  0.99964764   +0 38 31.0
 TH0791
 TH0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0791!SPC MT       -   0.99989770  x   0.99998284  =   0.99988054
 TH0791!UTM  13      -   0.99989770  x   0.99964764  =   0.99954538
 TH0791
 TH0791:                Primary Azimuth Mark                     Grid Az
 TH0791:SPC MT       -  KNUTE S BASE                             183 20 34.8
 TH0791:UTM  13      -  KNUTE S BASE                             186 36 55.0
 TH0791
 TH0791|---------------------------------------------------------------------|
 TH0791| PID    Reference Object                     Distance      Geod. Az  |
 TH0791|                                                           dddmmss.s |
 TH0791| TH0792 KNUTE S BASE                        APPROX. 1.4 KM 1871526.0 |
 TH0791|---------------------------------------------------------------------|
 TH0791
 TH0791                          SUPERSEDED SURVEY CONTROL
 TH0791
 TH0791  NAD 83(1986)-  48 58 18.92401(N)    104 08 56.71272(W) AD(       ) 3
 TH0791
 TH0791.Superseded values are not recommended for survey control.
 TH0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0791.See file dsdata.txt to determine how the superseded data were derived.
 TH0791
 TH0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6227324683(NAD 83)
 TH0791_MARKER: H = DRILL HOLE
 TH0791_SETTING: 80 = SET IN A BOULDER
 TH0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0791+STABILITY: SURFACE MOTION
 TH0791
 TH0791  HISTORY     - Date     Condition        Report By
 TH0791  HISTORY     - 1912     MONUMENTED       IBC
 TH0791
 TH0791                          STATION DESCRIPTION
 TH0791
 TH0791'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TH0791'ABOUT 2 MILES SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 580, IN
 TH0791'SW 1/4 SECTION 12, TOWNSHIP 37 N, RANGE 57 E, PRINCIPAL MERIDIAN.
 TH0791'THE STATION IS ON ONE OF THE MANY SMALL HILLS IN THE VICINITY.  THERE
 TH0791'IS A HIGHER HILL IN A NORTHEASTERLY DIRECTION.
 TH0791'
 TH0791'STATION MARK--A DRILL HOLE AND A TRIANGLE ON A LARGE FLAT BOULDER
 TH0791'FLUSH WITH THE SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS A CROSS
 TH0791'ON A BOULDER 1-1/2 FEET UNDERGROUND.  THE REFERENCE MARK IS A SMALL
 TH0791'WHILE LIMESTONE BOULDER PLACED EDGEWISE, 1.18 METERS FROM THE STATION
 TH0791'IN BEARING 285 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0792 ***********************************************************************
 TH0792  DESIGNATION -  KNUTE S BASE
 TH0792  PID         -  TH0792
 TH0792  STATE/COUNTY-  MT/SHERIDAN
 TH0792  USGS QUAD   -  LONE TREE LAKE (1983)
 TH0792
 TH0792                         *CURRENT SURVEY CONTROL
 TH0792  ___________________________________________________________________
 TH0792* NAD 83(1992)-  48 57 35.22222(N)    104 09 05.16386(W)     ADJUSTED  
 TH0792* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 TH0792  ___________________________________________________________________
 TH0792  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 TH0792  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TH0792
 TH0792  HORZ ORDER  -  THIRD
 TH0792
 TH0792.The horizontal coordinates were established by classical geodetic methods
 TH0792.and adjusted by the National Geodetic Survey in July 1992..
 TH0792
 TH0792.The orthometric height was scaled from a topographic map.
 TH0792
 TH0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0792
 TH0792.The geoid height was determined by GEOID03.
 TH0792
 TH0792;                    North         East     Units Scale Factor Converg.
 TH0792;SPC MT       -   536,762.782   991,365.215   MT  0.99997550   +3 54 45.0
 TH0792;SPC MT       - 1,761,032.75  3,252,510.55   iFT  0.99997550   +3 54 45.0
 TH0792;UTM  13      - 5,423,332.118   562,115.875   MT  0.99964740   +0 38 24.2
 TH0792
 TH0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0792!SPC MT       -   0.99989770  x   0.99997550  =   0.99987320
 TH0792!UTM  13      -   0.99989770  x   0.99964740  =   0.99954514
 TH0792
 TH0792:                Primary Azimuth Mark                     Grid Az
 TH0792:SPC MT       -  KNUTE                                    255 11 01.9
 TH0792:UTM  13      -  KNUTE                                    258 27 22.7
 TH0792
 TH0792|---------------------------------------------------------------------|
 TH0792| PID    Reference Object                     Distance      Geod. Az  |
 TH0792|                                                           dddmmss.s |
 TH0792| TH0790 KNUTE                               APPROX. 1.2 KM 2590546.9 |
 TH0792|---------------------------------------------------------------------|
 TH0792
 TH0792                          SUPERSEDED SURVEY CONTROL
 TH0792
 TH0792  NAD 83(1986)-  48 57 35.22192(N)    104 09 05.16413(W) AD(       ) 3
 TH0792
 TH0792.Superseded values are not recommended for survey control.
 TH0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0792.See file dsdata.txt to determine how the superseded data were derived.
 TH0792
 TH0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ6211623332(NAD 83)
 TH0792_MARKER: X = CHISELED CROSS
 TH0792_SETTING: 80 = SET IN A BOULDER
 TH0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0792+STABILITY: SURFACE MOTION
 TH0792
 TH0792  HISTORY     - Date     Condition        Report By
 TH0792  HISTORY     - 1912     MONUMENTED       IBC
 TH0792
 TH0792                          STATION DESCRIPTION
 TH0792
 TH0792'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TH0792'ABOUT 3 MILES SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 580, IN
 TH0792'SW 1/4 SECTION 13, TOWNSHIP 37 N, RANGE 57 E, PRINCIPAL MERIDIAN.
 TH0792'THE STATION IS ON A HIGH, ROUND HILL, ABOUT 200 METERS SOUTH OF THE
 TH0792'CORNER OF A FENCE.  THERE IS A SIMILAR HILL ABOUT ONE - FOURTH MILE
 TH0792'SOUTH.  THE COUNTRY TO THE WEST HAS HILLS ABOUT AS HIGH AS THE
 TH0792'STATION AND THE COUNTRY TO THE EAST IS LOWER.
 TH0792'
 TH0792'STATION MARK--A CROSS ON A BOULDER IN PLACE, ABOUT 2 INCHES ABOVE
 TH0792'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0395 ***********************************************************************
 SS0395  DESIGNATION -  KNUTSON
 SS0395  PID         -  SS0395
 SS0395  STATE/COUNTY-  MT/JUDITH BASIN
 SS0395  USGS QUAD   -  BYRNE CREEK (1995)
 SS0395
 SS0395                         *CURRENT SURVEY CONTROL
 SS0395  ___________________________________________________________________
 SS0395* NAD 83(1992)-  47 19 59.27644(N)    110 36 07.83120(W)     ADJUSTED  
 SS0395* NAVD 88     -      1421.595  (meters)    4664.02   (feet)  ADJUSTED  
 SS0395  ___________________________________________________________________
 SS0395  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 SS0395  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 SS0395  DYNAMIC HT  -        1421.392 (meters)    4663.35  (feet)  COMP
 SS0395  MODELED GRAV-     980,419.9   (mgal)                       NAVD 88
 SS0395
 SS0395  HORZ ORDER  -  SECOND
 SS0395  VERT ORDER  -  SECOND    CLASS 0
 SS0395
 SS0395.The horizontal coordinates were established by classical geodetic methods
 SS0395.and adjusted by the National Geodetic Survey in July 1992..
 SS0395
 SS0395.The orthometric height was determined by differential leveling
 SS0395.and adjusted by the National Geodetic Survey in June 1991..
 SS0395
 SS0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS0395
 SS0395.The geoid height was determined by GEOID03.
 SS0395
 SS0395.The dynamic height is computed by dividing the NAVD 88
 SS0395.geopotential number by the normal gravity value computed on the
 SS0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0395.degrees latitude (g = 980.6199 gals.).
 SS0395
 SS0395.The modeled gravity was interpolated from observed gravity values.
 SS0395
 SS0395;                    North         East     Units Scale Factor Converg.
 SS0395;SPC MT       -   343,176.547   516,747.453   MT  0.99940825   -0 48 22.5
 SS0395;SPC MT       - 1,125,907.31  1,695,365.66   iFT  0.99940825   -0 48 22.5
 SS0395;UTM  12      - 5,242,261.708   530,056.328   MT  0.99961110   +0 17 33.1
 SS0395
 SS0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS0395!SPC MT       -   0.99977924  x   0.99940825  =   0.99918762
 SS0395!UTM  12      -   0.99977924  x   0.99961110  =   0.99939043
 SS0395
 SS0395|---------------------------------------------------------------------|
 SS0395| PID    Reference Object                     Distance      Geod. Az  |
 SS0395|                                                           dddmmss.s |
 SS0395| SS0397 KNUTSON RM 1                          8.744 METERS 01528     |
 SS0395| SS0398 KNUTSON AZ MK                                      1071205.3 |
 SS0395| SS1522 AIRWAY BCN 56 12 MI ESE BELT        APPROX. 6.8 KM 2731803.5 |
 SS0395| SS0396 KNUTSON RM 2                         14.950 METERS 31144     |
 SS0395|---------------------------------------------------------------------|
 SS0395
 SS0395                          SUPERSEDED SURVEY CONTROL
 SS0395
 SS0395  NAD 83(1986)-  47 19 59.27392(N)    110 36 07.81351(W) AD(       ) 2
 SS0395  NAD 27      -  47 19 59.40460(N)    110 36 05.03330(W) AD(       ) 2
 SS0395  NGVD 29 (??/??/92) 1420.630  (m)         4660.85   (f) ADJ UNCH    2 0
 SS0395
 SS0395.Superseded values are not recommended for survey control.
 SS0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0395.See file dsdata.txt to determine how the superseded data were derived.
 SS0395
 SS0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT3005642262(NAD 83)
 SS0395_MARKER: DS = TRIANGULATION STATION DISK
 SS0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0395_STAMPING: KNUTSON 1961
 SS0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0395+STABILITY: SURFACE MOTION
 SS0395
 SS0395  HISTORY     - Date     Condition        Report By
 SS0395  HISTORY     - 1961     MONUMENTED       CGS
 SS0395  HISTORY     - 1961     GOOD             CGS
 SS0395
 SS0395                          STATION DESCRIPTION
 SS0395
 SS0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS0395'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF GEYSER, 8
 SS0395'MILES NORTHEAST OF RAYNESFORD ON A SMALL GRASSY KNOLL.
 SS0395'
 SS0395'TO REACH FROM THE CROSS STREETS JUST NORTH OF THE POST OFFICE
 SS0395'IN GEYSER GO EAST FOR 0.3 MILE TO A GRAVELED ROAD, TURN LEFT,
 SS0395'NORTH AND GO 0.8 MILE TO A SIDE ROAD RIGHT, CONTINUE NORTH FOR
 SS0395'3.45 MILES TO A FORK, TAKE THE LEFT FORK AND GO 3.8 MILES TO
 SS0395'A SIDE ROAD RIGHT, CONTINUE WEST ON THE GRAVELED ROAD FOR
 SS0395'1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT IN THE SCHOOL
 SS0395'YARD, CONTINUE WEST FOR 0.8 MILE TO A SIDE ROAD LEFT AND A
 SS0395'GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE AND GO NORTH
 SS0395'ALONG THE WEST SIDE OF THE FENCE FOR 0.2 MILE, TURN LEFT
 SS0395'ACROSS THE PASTURE AND GO 0.05 MILE TO TOP OF KNOLL AND
 SS0395'STATION.
 SS0395'
 SS0395'THE STATION IS A STANDARD DISK, STAMPED KNUTSON 1961, SET IN
 SS0395'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 SS0395'IT IS 3.2 FEET NORTH OF THE WITNESS POST.
 SS0395'
 SS0395'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KNUTSON NO 1 1961,
 SS0395'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 SS0395'INCHES.  IT IS 25.8 FEET NORTHEAST OF THE WITNESS POST.
 SS0395'
 SS0395'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KNUTSON NO 2 1961,
 SS0395'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 SS0395'INCHES.  IT IS 46.3 FEET NORTHWEST OF THE WITNESS POST.
 SS0395'
 SS0395'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KNUTSON 1961,
 SS0395'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SS0395'3 INCHES.  IT IS 31 FEET NORTH OF THE CENTER OF THE ROAD, 7
 SS0395'FEET EAST OF A GATE, 2.5 FEET NORTH OF THE FENCE AND 2 FEET
 SS0395'WEST OF THE WITNESS POST.
 SS0395
 SS0395                          STATION RECOVERY (1961)
 SS0395
 SS0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SS0395'13.1 MI NW FROM GEYSER.
 SS0395'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0395'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0395'MILES WEST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD,
 SS0395'THENCE 1.85 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH
 SS0395'ALONG A PRIVATE TRAIL ROAD TO THE CREST OF A HILL, IN SECTION 8, T 18
 SS0395'N, R 9 E, 251 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 190
 SS0395'FEET WEST OF A NORTH-SOUTH FENCE, 3.8 FEET SOUTH OF A METAL WITNESS
 SS0395'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0398 ***********************************************************************
 SS0398  DESIGNATION -  KNUTSON AZ MK
 SS0398  PID         -  SS0398
 SS0398  STATE/COUNTY-  MT/JUDITH BASIN
 SS0398  USGS QUAD   -  BYRNE CREEK (1995)
 SS0398
 SS0398                         *CURRENT SURVEY CONTROL
 SS0398  ___________________________________________________________________
 SS0398* NAD 83(1986)-  47 19 48.     (N)    110 35 18.     (W)     SCALED    
 SS0398* NAVD 88     -      1366.683  (meters)    4483.86   (feet)  ADJUSTED  
 SS0398  ___________________________________________________________________
 SS0398  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 SS0398  DYNAMIC HT  -        1366.489 (meters)    4483.22  (feet)  COMP
 SS0398  MODELED GRAV-     980,422.4   (mgal)                       NAVD 88
 SS0398
 SS0398  VERT ORDER  -  SECOND    CLASS 0
 SS0398
 SS0398.The horizontal coordinates were scaled from a topographic map and have
 SS0398.an estimated accuracy of +/- 6 seconds.
 SS0398
 SS0398.The orthometric height was determined by differential leveling
 SS0398.and adjusted by the National Geodetic Survey in June 1991..
 SS0398
 SS0398.The geoid height was determined by GEOID03.
 SS0398
 SS0398.The dynamic height is computed by dividing the NAVD 88
 SS0398.geopotential number by the normal gravity value computed on the
 SS0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0398.degrees latitude (g = 980.6199 gals.).
 SS0398
 SS0398.The modeled gravity was interpolated from observed gravity values.
 SS0398
 SS0398;                    North         East    Units  Estimated Accuracy
 SS0398;SPC MT       -   342,810.      517,790.      MT  (+/- 180 meters Scaled)
 SS0398
 SS0398                          SUPERSEDED SURVEY CONTROL
 SS0398
 SS0398  NGVD 29 (??/??/92) 1365.717  (m)         4480.69   (f) ADJ UNCH    2 0
 SS0398
 SS0398.Superseded values are not recommended for survey control.
 SS0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0398.See file dsdata.txt to determine how the superseded data were derived.
 SS0398
 SS0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT311419(NAD 83)
 SS0398_MARKER: DZ = AZIMUTH MARK DISK
 SS0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0398_STAMPING: KNUTSON 1961
 SS0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0398+STABILITY: SURFACE MOTION
 SS0398
 SS0398  HISTORY     - Date     Condition        Report By
 SS0398  HISTORY     - 1961     MONUMENTED       CGS
 SS0398
 SS0398                          STATION DESCRIPTION
 SS0398
 SS0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0398'12.2 MI NW FROM GEYSER.
 SS0398'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0398'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0398'MILES WEST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD,
 SS0398'THENCE 1.2 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 9, T 18 N, R 9
 SS0398'E, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 61 1/2 FEET
 SS0398'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE, 14 FEET EAST
 SS0398'OF THE CENTER LINE OF A DRIVEWAY TO THE SCHOOL, 6 FEET SOUTH OF A
 SS0398'POWER POLE, 2 1/2 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A METAL
 SS0398'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SS0398'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0397 ***********************************************************************
 SS0397  DESIGNATION -  KNUTSON RM 1
 SS0397  PID         -  SS0397
 SS0397  STATE/COUNTY-  MT/JUDITH BASIN
 SS0397  USGS QUAD   -  BYRNE CREEK (1995)
 SS0397
 SS0397                         *CURRENT SURVEY CONTROL
 SS0397  ___________________________________________________________________
 SS0397* NAD 83(1986)-  47 19 59.     (N)    110 36 08.     (W)     SCALED    
 SS0397* NAVD 88     -      1421.464  (meters)    4663.59   (feet)  ADJUSTED  
 SS0397  ___________________________________________________________________
 SS0397  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 SS0397  DYNAMIC HT  -        1421.262 (meters)    4662.92  (feet)  COMP
 SS0397  MODELED GRAV-     980,420.0   (mgal)                       NAVD 88
 SS0397
 SS0397  VERT ORDER  -  SECOND    CLASS 0
 SS0397
 SS0397.The horizontal coordinates were scaled from a topographic map and have
 SS0397.an estimated accuracy of +/- 6 seconds.
 SS0397
 SS0397.The orthometric height was determined by differential leveling
 SS0397.and adjusted by the National Geodetic Survey in June 1991..
 SS0397
 SS0397.The geoid height was determined by GEOID03.
 SS0397
 SS0397.The dynamic height is computed by dividing the NAVD 88
 SS0397.geopotential number by the normal gravity value computed on the
 SS0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0397.degrees latitude (g = 980.6199 gals.).
 SS0397
 SS0397.The modeled gravity was interpolated from observed gravity values.
 SS0397
 SS0397;                    North         East    Units  Estimated Accuracy
 SS0397;SPC MT       -   343,170.      516,740.      MT  (+/- 180 meters Scaled)
 SS0397
 SS0397                          SUPERSEDED SURVEY CONTROL
 SS0397
 SS0397  NGVD 29 (??/??/92) 1420.499  (m)         4660.42   (f) ADJ UNCH    2 0
 SS0397
 SS0397.Superseded values are not recommended for survey control.
 SS0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0397.See file dsdata.txt to determine how the superseded data were derived.
 SS0397
 SS0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT300422(NAD 83)
 SS0397_MARKER: DR = REFERENCE MARK DISK
 SS0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0397_STAMPING: KNUTSON NO 1 1961
 SS0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0397+STABILITY: SURFACE MOTION
 SS0397
 SS0397  HISTORY     - Date     Condition        Report By
 SS0397  HISTORY     - 1961     MONUMENTED       CGS
 SS0397
 SS0397                          STATION DESCRIPTION
 SS0397
 SS0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0397'13.1 MI NW FROM GEYSER.
 SS0397'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0397'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0397'MILES WEST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD,
 SS0397'THENCE 1.85 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH
 SS0397'ALONG A PRIVATE TRAIL ROAD, IN SECTION 8, T 18 N, R 9 E, ON THE CREST
 SS0397'OF A HILL, 182 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD,
 SS0397'181 FEET WEST OF A NORTH-SOUTH FENCE, 28.7 FEET NORTH OF KNUTSON 1961,
 SS0397'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0396 ***********************************************************************
 SS0396  DESIGNATION -  KNUTSON RM 2
 SS0396  PID         -  SS0396
 SS0396  STATE/COUNTY-  MT/JUDITH BASIN
 SS0396  USGS QUAD   -  BYRNE CREEK (1995)
 SS0396
 SS0396                         *CURRENT SURVEY CONTROL
 SS0396  ___________________________________________________________________
 SS0396* NAD 83(1986)-  47 19 59.     (N)    110 36 08.     (W)     SCALED    
 SS0396* NAVD 88     -      1421.943  (meters)    4665.16   (feet)  ADJUSTED  
 SS0396  ___________________________________________________________________
 SS0396  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 SS0396  DYNAMIC HT  -        1421.740 (meters)    4664.49  (feet)  COMP
 SS0396  MODELED GRAV-     980,420.0   (mgal)                       NAVD 88
 SS0396
 SS0396  VERT ORDER  -  SECOND    CLASS 0
 SS0396
 SS0396.The horizontal coordinates were scaled from a topographic map and have
 SS0396.an estimated accuracy of +/- 6 seconds.
 SS0396
 SS0396.The orthometric height was determined by differential leveling
 SS0396.and adjusted by the National Geodetic Survey in June 1991..
 SS0396
 SS0396.The geoid height was determined by GEOID03.
 SS0396
 SS0396.The dynamic height is computed by dividing the NAVD 88
 SS0396.geopotential number by the normal gravity value computed on the
 SS0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0396.degrees latitude (g = 980.6199 gals.).
 SS0396
 SS0396.The modeled gravity was interpolated from observed gravity values.
 SS0396
 SS0396;                    North         East    Units  Estimated Accuracy
 SS0396;SPC MT       -   343,170.      516,740.      MT  (+/- 180 meters Scaled)
 SS0396
 SS0396                          SUPERSEDED SURVEY CONTROL
 SS0396
 SS0396  NGVD 29 (??/??/92) 1420.978  (m)         4661.99   (f) ADJ UNCH    2 0
 SS0396
 SS0396.Superseded values are not recommended for survey control.
 SS0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0396.See file dsdata.txt to determine how the superseded data were derived.
 SS0396
 SS0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT300422(NAD 83)
 SS0396_MARKER: DR = REFERENCE MARK DISK
 SS0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0396_STAMPING: KNUTSON NO 2 1961
 SS0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0396+STABILITY: SURFACE MOTION
 SS0396
 SS0396  HISTORY     - Date     Condition        Report By
 SS0396  HISTORY     - 1961     MONUMENTED       CGS
 SS0396
 SS0396                          STATION DESCRIPTION
 SS0396
 SS0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0396'13.1 MI NW FROM GEYSER.
 SS0396'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0396'AT GEYSER, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8
 SS0396'MILES WEST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD,
 SS0396'THENCE 1.85 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH
 SS0396'ALONG A PRIVATE TRAIL ROAD TO THE CREST OF A HILL, IN SECTION 8, T 18
 SS0396'N, R 9 E, 141 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 226
 SS0396'FEET WEST OF A NORTH-SOUTH FENCE, 49.0 FEET NORTHWEST OF KNUTSON 1961,
 SS0396'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0586 ***********************************************************************
 TL0586  DESIGNATION -  KOHLES
 TL0586  PID         -  TL0586
 TL0586  STATE/COUNTY-  MT/TOOLE
 TL0586  USGS QUAD   -  FIVEMILE COULEE WEST (1986)
 TL0586
 TL0586                         *CURRENT SURVEY CONTROL
 TL0586  ___________________________________________________________________
 TL0586* NAD 83(1992)-  48 51 31.15179(N)    111 43 12.76146(W)     ADJUSTED  
 TL0586* NAVD 88     -      1187.     (meters)    3894.     (feet)  SCALED    
 TL0586  ___________________________________________________________________
 TL0586  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 TL0586  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 TL0586
 TL0586  HORZ ORDER  -  THIRD
 TL0586
 TL0586.The horizontal coordinates were established by classical geodetic methods
 TL0586.and adjusted by the National Geodetic Survey in July 1992..
 TL0586
 TL0586.The orthometric height was scaled from a topographic map.
 TL0586
 TL0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0586
 TL0586.The geoid height was determined by GEOID03.
 TL0586
 TL0586;                    North         East     Units Scale Factor Converg.
 TL0586;SPC MT       -   514,457.928   437,119.409   MT  0.99991615   -1 37 26.7
 TL0586;SPC MT       - 1,687,854.09  1,434,118.80   iFT  0.99991615   -1 37 26.7
 TL0586;UTM  12      - 5,411,993.175   447,173.195   MT  0.99963428   -0 32 32.6
 TL0586
 TL0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0586!SPC MT       -   0.99981634  x   0.99991615  =   0.99973250
 TL0586!UTM  12      -   0.99981634  x   0.99963428  =   0.99945068
 TL0586
 TL0586:                Primary Azimuth Mark                     Grid Az
 TL0586:SPC MT       -  LINE                                     142 15 14.9
 TL0586:UTM  12      -  LINE                                     141 10 20.8
 TL0586
 TL0586|---------------------------------------------------------------------|
 TL0586| PID    Reference Object                     Distance      Geod. Az  |
 TL0586|                                                           dddmmss.s |
 TL0586| TL0585 LINE                                APPROX.12.9 KM 1403748.2 |
 TL0586| TL0595 LUTHERAN CHURCH                     APPROX.19.1 KM 1631128.4 |
 TL0586|---------------------------------------------------------------------|
 TL0586
 TL0586                          SUPERSEDED SURVEY CONTROL
 TL0586
 TL0586  NAD 83(1986)-  48 51 31.15218(N)    111 43 12.74737(W) AD(       ) 3
 TL0586  NAD 27      -  48 51 31.17685(N)    111 43 09.63943(W) AD(       ) 3
 TL0586
 TL0586.Superseded values are not recommended for survey control.
 TL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0586.See file dsdata.txt to determine how the superseded data were derived.
 TL0586
 TL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVV4717311993(NAD 83)
 TL0586_MARKER: DD = SURVEY DISK
 TL0586_SETTING: 80 = SET IN A BOULDER
 TL0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0586+STABILITY: SURFACE MOTION
 TL0586
 TL0586  HISTORY     - Date     Condition        Report By
 TL0586  HISTORY     - 1938     MONUMENTED       USGS
 TL0586
 TL0586                          STATION DESCRIPTION
 TL0586
 TL0586'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 TL0586'LOCATED 8.5 MI. E. AND 1.8 MI. S. OF SUNBURST, 0.4 MI. N. AND 0.5 MI.
 TL0586'W. OF SUNNYSIDE SCHOOL, ABOUT 980 FT. N. AND 100 FT. E. OF 1/4
 TL0586'CORNER BETWEEN SECTIONS 22 AND 27, T 36 N, R 1 W, ON HIGHEST POINT
 TL0586'IN CULTIVATED FIELD ON THE KOHLES RANCH.
 TL0586'
 TL0586'STATION MARK--STANDARD TABLET, STAMPED ---KOHLES 1938---, CEMENTED IN
 TL0586'GRANITE BOULDER AND BURIED IN GROUND 1 FT. BELOW SURFACE.  A TEMPORARY
 TL0586'SURFACE MARK CONSISTING OF A CROSSCUT ON FLAT SANDSTONE ROCK WAS
 TL0586'CENTERED OVER SUB-SURFACE MARK.
 TL0586'
 TL0586'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, 781.60 FT.
 TL0586'FROM STATION, N 72 DEG 14 MIN E.
 TL0586'
 TL0586'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, 1308.20 FT.
 TL0586'FROM STATION, S 36 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0774 ***********************************************************************
 SR0774  DESIGNATION -  KOLIN
 SR0774  PID         -  SR0774
 SR0774  STATE/COUNTY-  MT/JUDITH BASIN
 SR0774  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0774
 SR0774                         *CURRENT SURVEY CONTROL
 SR0774  ___________________________________________________________________
 SR0774* NAD 83(1992)-  47 08 25.31865(N)    109 52 13.22995(W)     ADJUSTED  
 SR0774* NAVD 88     -      1286.778  (meters)    4221.70   (feet)  ADJUSTED  
 SR0774  ___________________________________________________________________
 SR0774  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 SR0774  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 SR0774  DYNAMIC HT  -        1286.619 (meters)    4221.18  (feet)  COMP
 SR0774  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 SR0774
 SR0774  HORZ ORDER  -  SECOND
 SR0774  VERT ORDER  -  SECOND    CLASS 0
 SR0774
 SR0774.The horizontal coordinates were established by classical geodetic methods
 SR0774.and adjusted by the National Geodetic Survey in July 1992..
 SR0774
 SR0774.The orthometric height was determined by differential leveling
 SR0774.and adjusted by the National Geodetic Survey in June 1991..
 SR0774
 SR0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR0774
 SR0774.The geoid height was determined by GEOID03.
 SR0774
 SR0774.The dynamic height is computed by dividing the NAVD 88
 SR0774.geopotential number by the normal gravity value computed on the
 SR0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0774.degrees latitude (g = 980.6199 gals.).
 SR0774
 SR0774.The modeled gravity was interpolated from observed gravity values.
 SR0774
 SR0774;                    North         East     Units Scale Factor Converg.
 SR0774;SPC MT       -   321,239.150   571,924.245   MT  0.99939511   -0 16 15.3
 SR0774;SPC MT       - 1,053,934.22  1,876,391.88   iFT  0.99939511   -0 16 15.3
 SR0774;UTM  12      - 5,221,381.717   585,657.338   MT  0.99969017   +0 49 41.2
 SR0774
 SR0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR0774!SPC MT       -   0.99980040  x   0.99939511  =   0.99919563
 SR0774!UTM  12      -   0.99980040  x   0.99969017  =   0.99949063
 SR0774
 SR0774:                Primary Azimuth Mark                     Grid Az
 SR0774:SPC MT       -  SOUTH MOCCASIN MTS LOT                   080 52 39.7
 SR0774:UTM  12      -  SOUTH MOCCASIN MTS LOT                   079 46 43.2
 SR0774
 SR0774|---------------------------------------------------------------------|
 SR0774| PID    Reference Object                     Distance      Geod. Az  |
 SR0774|                                                           dddmmss.s |
 SR0774| SR1135 SOUTH MOCCASIN MTS LOT              APPROX.25.7 KM 0803624.4 |
 SR0774| RV0765 MOORE MUNICIPAL TANK                APPROX.23.1 KM 1435639.1 |
 SR0774| SR0775 KOLIN RM 2                           11.390 METERS 25202     |
 SR0774| SR1138 BENCH                               APPROX. 7.7 KM 2592501.6 |
 SR0774| SR0773 KOLIN RM 1                            9.687 METERS 35632     |
 SR0774|---------------------------------------------------------------------|
 SR0774
 SR0774                          SUPERSEDED SURVEY CONTROL
 SR0774
 SR0774  NAD 83(1986)-  47 08 25.31533(N)    109 52 13.21118(W) AD(       ) 2
 SR0774  NAD 27      -  47 08 25.42900(N)    109 52 10.51050(W) AD(       ) 2
 SR0774  NGVD 29 (??/??/92) 1285.884  (m)         4218.77   (f) ADJ UNCH    2 0
 SR0774
 SR0774.Superseded values are not recommended for survey control.
 SR0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0774.See file dsdata.txt to determine how the superseded data were derived.
 SR0774
 SR0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT8565721382(NAD 83)
 SR0774_MARKER: DS = TRIANGULATION STATION DISK
 SR0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0774_STAMPING: KOLIN 1961
 SR0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0774+STABILITY: SURFACE MOTION
 SR0774
 SR0774  HISTORY     - Date     Condition        Report By
 SR0774  HISTORY     - 1961     MONUMENTED       CGS
 SR0774  HISTORY     - 1961     GOOD             CGS
 SR0774
 SR0774                          STATION DESCRIPTION
 SR0774
 SR0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SR0774'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF MOCCASIN,
 SR0774'9-1/2 MILES SOUTHWEST OF DANVERS, AND ON THE WEST END OF A
 SR0774'PROMINENT RIDGE IN PASTURE LAND.
 SR0774'
 SR0774'TO REACH THE STATION FROM THE POST OFFICE IN MOCCASIN, GO NORTH
 SR0774'FOR 0.05 MILE TO U.S. HIGHWAY 87.  TURN RIGHT, EAST, AND
 SR0774'FOLLOW U.S. HIGHWAY 87 FOR 0.3 MILE TO A CROSSROAD.  TURN
 SR0774'LEFT, NORTH, AND FOLLOW THE GRAVELED ROAD FOR 1.0 MILE TO A
 SR0774'Y-FORK.  TAKE THE LEFT FORK, AND CONTINUE NORTH ON THE GRAVELED
 SR0774'ROAD FOR 5.1 MILES, THENCE EAST, FOR 1.6 MILES TO A WIRE GATE
 SR0774'ON THE RIGHT, SOUTH, SIDE OF THE ROAD AND JUST BEFORE REACHING
 SR0774'A CURVE.  TURN RIGHT, PASS THROUGH THE GATE, AND GO SOUTH,
 SR0774'ACROSS COUNTRY, FOR 0.1 MILE TO THE WEST END OF THE RIDGE AND
 SR0774'THE STATION.
 SR0774'
 SR0774'THE STATION MARK, STAMPED KOLIN 1961, IS A STANDARD DISK SET
 SR0774'IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST THAT PROJECTS
 SR0774'6 INCHES.  IT IS 3.5 FEET NORTHWEST OF A WITNESS POST.
 SR0774'
 SR0774'REFERENCE MARK NO. 1, STAMPED KOLIN NO 1 1961, IS A STANDARD
 SR0774'DISK SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST THAT
 SR0774'PROJECTS 2 INCHES.  IT IS 34.7 FEET NORTH OF THE WITNESS POST.
 SR0774'
 SR0774'REFERENCE MARK NO. 2, STAMPED KOLIN NO 2 1961, IS A STANDARD
 SR0774'DISK SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST THAT
 SR0774'PROJECTS 4 INCHES.  IT IS 38.4 FEET WEST OF THE WITNESS POST.
 SR0774'
 SR0774'IT IS 54.79 FEET BETWEEN THE REFERENCE MARKS.
 SR0774'
 SR0774'TRIANGULATION STATION BENCH CAN BE USED FOR THE AZIMUTH MARK.
 SR0774
 SR0774                          STATION RECOVERY (1961)
 SR0774
 SR0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SR0774'9.15 MI NW FROM KOLIN.
 SR0774'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0774'KOLIN, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 5.1 MILES
 SR0774'WEST ALONG A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, IN
 SR0774'SECTION 19, T 16 N, R 15 E, ON THE CREST OF A HILL AND ON A LONG FLAT
 SR0774'RIM, ABOUT 0.6 MILE EAST-SOUTHEAST OF A SET OF ABANDONED FARM
 SR0774'BUILDINGS, 37.4 FEET SOUTH OF KOLIN R.M. 1, 31.8 FEET EAST OF KOLIN
 SR0774'R.M. 2, 3.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SR0774'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0773 ***********************************************************************
 SR0773  DESIGNATION -  KOLIN RM 1
 SR0773  PID         -  SR0773
 SR0773  STATE/COUNTY-  MT/JUDITH BASIN
 SR0773  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0773
 SR0773                         *CURRENT SURVEY CONTROL
 SR0773  ___________________________________________________________________
 SR0773* NAD 83(1986)-  47 08 25.     (N)    109 52 13.     (W)     SCALED    
 SR0773* NAVD 88     -      1286.498  (meters)    4220.79   (feet)  ADJUSTED  
 SR0773  ___________________________________________________________________
 SR0773  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 SR0773  DYNAMIC HT  -        1286.340 (meters)    4220.27  (feet)  COMP
 SR0773  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 SR0773
 SR0773  VERT ORDER  -  SECOND    CLASS 0
 SR0773
 SR0773.The horizontal coordinates were scaled from a topographic map and have
 SR0773.an estimated accuracy of +/- 6 seconds.
 SR0773
 SR0773.The orthometric height was determined by differential leveling
 SR0773.and adjusted by the National Geodetic Survey in June 1991..
 SR0773
 SR0773.The geoid height was determined by GEOID03.
 SR0773
 SR0773.The dynamic height is computed by dividing the NAVD 88
 SR0773.geopotential number by the normal gravity value computed on the
 SR0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0773.degrees latitude (g = 980.6199 gals.).
 SR0773
 SR0773.The modeled gravity was interpolated from observed gravity values.
 SR0773
 SR0773;                    North         East    Units  Estimated Accuracy
 SR0773;SPC MT       -   321,230.      571,930.      MT  (+/- 180 meters Scaled)
 SR0773
 SR0773                          SUPERSEDED SURVEY CONTROL
 SR0773
 SR0773  NGVD 29 (??/??/92) 1285.604  (m)         4217.85   (f) ADJ UNCH    2 0
 SR0773
 SR0773.Superseded values are not recommended for survey control.
 SR0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0773.See file dsdata.txt to determine how the superseded data were derived.
 SR0773
 SR0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT856213(NAD 83)
 SR0773_MARKER: DR = REFERENCE MARK DISK
 SR0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0773_STAMPING: KOLIN NO 1 1961
 SR0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0773+STABILITY: SURFACE MOTION
 SR0773
 SR0773  HISTORY     - Date     Condition        Report By
 SR0773  HISTORY     - 1961     MONUMENTED       CGS
 SR0773
 SR0773                          STATION DESCRIPTION
 SR0773
 SR0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0773'9.15 MI NW FROM KOLIN.
 SR0773'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0773'KOLIN, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 5.1 MILES
 SR0773'WEST ALONG A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, IN
 SR0773'SECTION 19, T 16 N, R 15 E, 37.4 FEET NORTH OF KOLIN 1961, AND SET IN
 SR0773'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0775 ***********************************************************************
 SR0775  DESIGNATION -  KOLIN RM 2
 SR0775  PID         -  SR0775
 SR0775  STATE/COUNTY-  MT/JUDITH BASIN
 SR0775  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0775
 SR0775                         *CURRENT SURVEY CONTROL
 SR0775  ___________________________________________________________________
 SR0775* NAD 83(1986)-  47 08 25.     (N)    109 52 13.     (W)     SCALED    
 SR0775* NAVD 88     -      1286.845  (meters)    4221.92   (feet)  ADJUSTED  
 SR0775  ___________________________________________________________________
 SR0775  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 SR0775  DYNAMIC HT  -        1286.686 (meters)    4221.40  (feet)  COMP
 SR0775  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 SR0775
 SR0775  VERT ORDER  -  SECOND    CLASS 0
 SR0775
 SR0775.The horizontal coordinates were scaled from a topographic map and have
 SR0775.an estimated accuracy of +/- 6 seconds.
 SR0775
 SR0775.The orthometric height was determined by differential leveling
 SR0775.and adjusted by the National Geodetic Survey in June 1991..
 SR0775
 SR0775.The geoid height was determined by GEOID03.
 SR0775
 SR0775.The dynamic height is computed by dividing the NAVD 88
 SR0775.geopotential number by the normal gravity value computed on the
 SR0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0775.degrees latitude (g = 980.6199 gals.).
 SR0775
 SR0775.The modeled gravity was interpolated from observed gravity values.
 SR0775
 SR0775;                    North         East    Units  Estimated Accuracy
 SR0775;SPC MT       -   321,230.      571,930.      MT  (+/- 180 meters Scaled)
 SR0775
 SR0775                          SUPERSEDED SURVEY CONTROL
 SR0775
 SR0775  NGVD 29 (??/??/92) 1285.951  (m)         4218.99   (f) ADJ UNCH    2 0
 SR0775
 SR0775.Superseded values are not recommended for survey control.
 SR0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0775.See file dsdata.txt to determine how the superseded data were derived.
 SR0775
 SR0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT856213(NAD 83)
 SR0775_MARKER: DR = REFERENCE MARK DISK
 SR0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0775_STAMPING: KOLIN NO 2 1961
 SR0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0775+STABILITY: SURFACE MOTION
 SR0775
 SR0775  HISTORY     - Date     Condition        Report By
 SR0775  HISTORY     - 1961     MONUMENTED       CGS
 SR0775
 SR0775                          STATION DESCRIPTION
 SR0775
 SR0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0775'9.15 MI NW FROM KOLIN.
 SR0775'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0775'KOLIN, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 5.1 MILES
 SR0775'WEST ALONG A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, IN
 SR0775'SECTION 19, T 16 N, R 15 E, 31.8 FEET WEST OF KOLIN 1961, AND SET IN
 SR0775'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0551 ***********************************************************************
 TL0551  DESIGNATION -  KOLSTAD
 TL0551  PID         -  TL0551
 TL0551  STATE/COUNTY-  MT/LIBERTY
 TL0551  USGS QUAD   -  LOTHAIR SW (1970)
 TL0551
 TL0551                         *CURRENT SURVEY CONTROL
 TL0551  ___________________________________________________________________
 TL0551* NAD 83(1992)-  48 18 23.15027(N)    111 13 08.68502(W)     ADJUSTED  
 TL0551* NAVD 88     -       939.9    (meters)    3084.     (feet)  VERTCON   
 TL0551  ___________________________________________________________________
 TL0551  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 TL0551  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 TL0551
 TL0551  HORZ ORDER  -  SECOND
 TL0551
 TL0551.The horizontal coordinates were established by classical geodetic methods
 TL0551.and adjusted by the National Geodetic Survey in July 1992..
 TL0551
 TL0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 TL0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TL0551
 TL0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 TL0551
 TL0551.The geoid height was determined by GEOID03.
 TL0551
 TL0551;                    North         East     Units Scale Factor Converg.
 TL0551;SPC MT       -   452,153.966   472,529.683   MT  0.99964880   -1 15 27.0
 TL0551;SPC MT       - 1,483,444.77  1,550,294.24   iFT  0.99964880   -1 15 27.0
 TL0551;UTM  12      - 5,350,382.820   483,754.697   MT  0.99960324   -0 09 48.9
 TL0551
 TL0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TL0551!SPC MT       -   0.99985505  x   0.99964880  =   0.99950391
 TL0551!UTM  12      -   0.99985505  x   0.99960324  =   0.99945835
 TL0551
 TL0551|---------------------------------------------------------------------|
 TL0551| PID    Reference Object                     Distance      Geod. Az  |
 TL0551|                                                           dddmmss.s |
 TL0551| CN4700 KOLSTAD RM 1                         10.269 METERS 09003     |
 TL0551| CN4699 KOLSTAD AZ MK                                      2694640.9 |
 TL0551| CN4701 KOLSTAD RM 2                          9.698 METERS 27104     |
 TL0551|---------------------------------------------------------------------|
 TL0551
 TL0551                          SUPERSEDED SURVEY CONTROL
 TL0551
 TL0551  NAD 83(1986)-  48 18 23.15031(N)    111 13 08.67661(W) AD(       ) 2
 TL0551  NAD 27      -  48 18 23.21530(N)    111 13 05.74233(W) AD(       ) 2
 TL0551  NGVD 29 (07/19/86)  939.0    (m)         3081.     (f) VERT ANG       
 TL0551
 TL0551.Superseded values are not recommended for survey control.
 TL0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0551.See file dsdata.txt to determine how the superseded data were derived.
 TL0551
 TL0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU8375550383(NAD 83)
 TL0551_MARKER: DS = TRIANGULATION STATION DISK
 TL0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TL0551
 TL0551  HISTORY     - Date     Condition        Report By
 TL0551  HISTORY     - 1964     MONUMENTED       CGS
 TL0551  HISTORY     - 1988     POOR             USAF
 TL0551
 TL0551                          STATION DESCRIPTION
 TL0551
 TL0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TL0551'THE STATION IS ABOUT 19 MILES SOUTHWEST OF CHESTER, 2-1/2
 TL0551'MILES EAST OF THE TOOLE-LIBERTY COUNTY LINE, 2-1/2 MILES SOUTH
 TL0551'OF TIBER RESERVOIR, ON THE NORTH RIGHT-OF-WAY OF AN UNIMPROVED
 TL0551'SECTION LINE ROAD.
 TL0551'
 TL0551'TO REACH FROM THE CROSSROADS AT THE TIBER RAILROAD STATION
 TL0551'AND ELEVATORS ON U.S. HIGHWAY 2, WHICH IS ABOUT 5 MILES WEST
 TL0551'OF CHESTER.  GO SOUTH ON A GRAVELED ROAD AT SIGN TIBER STATE
 TL0551'PARK FOR 12.65 MILES TO A FORK AT SIGN TIBER RECREATION AREA.
 TL0551'TAKE THE RIGHT FORK, SOUTHWESTERLY FOR 1.0 MILE TO THE TIBER
 TL0551'DAM, CONTINUE SOUTHWESTERLY, CROSSING THE DAM FOR 6.0 MILES
 TL0551'TO A CROSSROAD AT A LARGE SIGN KOLSTAD FARMS.  TURN RIGHT,
 TL0551'NORTH, FOR 1.0 TO A SCHOOLHOUSE AND A SIDE ROAD LEFT.  TURN
 TL0551'LEFT, WEST, AND GO 0.4 MILE TO THE STATION.  TO REACH THE
 TL0551'AZIMUTH MARK CONTINUE AHEAD, WEST, FOR 0.6 MILE TO A CROSSROAD
 TL0551'AND AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE CROSSROAD.
 TL0551'
 TL0551'THE STATION MARK IS A STANDARD DISK, STAMPED KOLSTAD 1964,
 TL0551'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0551'PROJECTING 3 INCHES.  IT IS 34.5 FEET NORTH OF THE CENTERLINE
 TL0551'OF A TRACK ROAD, 6.3 FEET SOUTHEAST OF A POWER LINE AND
 TL0551'TELEPHONE LINE POLE, 4.5 FEET EAST OF A WITNESS POST, AND
 TL0551'3.7 FEET SOUTH OF A FENCELINE.
 TL0551'
 TL0551'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KOLSTAD NO 1
 TL0551'1964, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 TL0551'AND FLUSH WITH THE GROUND.  IT IS 36.0 FEET NORTH OF THE
 TL0551'CENTERLINE OF THE ROAD, 3.4 FEET SOUTH OF THE FENCELINE, AND
 TL0551'ABOUT THE SAME ELEVATION AS THE STATION.
 TL0551'
 TL0551'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KOLSTAD NO 2
 TL0551'1964, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 TL0551'AND PROJECTING 2 INCHES.  IT IS 36.1 FEET NORTH OF THE CENTERLINE
 TL0551'OF THE ROAD, 2.9 FEET SOUTH OF A WIRE FENCE, AND ABOUT THE
 TL0551'SAME ELEVATION AS THE STATION.
 TL0551'
 TL0551'AZIMUTH MARK IS A STANDARD DISK, STAMPED KOLSTAD 1964, SET
 TL0551'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 TL0551'PROJECTING 3 INCHES. IT IS 33.0 FEET NORTH OF THE CENTERLINE
 TL0551'OF THE ROAD, 17.0 FEET WEST OF THE CENTERLINE OF A FIELD
 TL0551'ROAD, 2.3 FEET SOUTH OF A FENCELINE, 2.1 FEET EAST OF A WITNESS
 TL0551'POST, AND ABOUT THE SAME ELEVATION AS THE ROAD.
 TL0551
 TL0551                          STATION RECOVERY (1988)
 TL0551
 TL0551'RECOVERY NOTE BY US AIR FORCE 1988 (ESL)
 TL0551'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0569 ***********************************************************************
 TJ0569  DESIGNATION -  KOLSTAD
 TJ0569  PID         -  TJ0569
 TJ0569  STATE/COUNTY-  MT/VALLEY
 TJ0569  USGS QUAD   -  SPRING VALLEY WEST (1983)
 TJ0569
 TJ0569                         *CURRENT SURVEY CONTROL
 TJ0569  ___________________________________________________________________
 TJ0569* NAD 83(1992)-  48 26 19.81589(N)    106 11 43.45342(W)     ADJUSTED  
 TJ0569* NAVD 88     -       907.9    (meters)    2979.     (feet)  VERTCON   
 TJ0569  ___________________________________________________________________
 TJ0569  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 TJ0569  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TJ0569
 TJ0569  HORZ ORDER  -  FIRST
 TJ0569
 TJ0569.The horizontal coordinates were established by classical geodetic methods
 TJ0569.and adjusted by the National Geodetic Survey in July 1992..
 TJ0569
 TJ0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 TJ0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TJ0569
 TJ0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 TJ0569
 TJ0569.The geoid height was determined by GEOID03.
 TJ0569
 TJ0569;                    North         East     Units Scale Factor Converg.
 TJ0569;SPC MT       -   470,629.287   844,363.143   MT  0.99970420   +2 25 02.4
 TJ0569;SPC MT       - 1,544,059.34  2,770,220.29   iFT  0.99970420   +2 25 02.4
 TJ0569;UTM  13      - 5,365,767.247   411,587.892   MT  0.99969604   -0 53 40.3
 TJ0569
 TJ0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TJ0569!SPC MT       -   0.99986038  x   0.99970420  =   0.99956462
 TJ0569!UTM  13      -   0.99986038  x   0.99969604  =   0.99955646
 TJ0569
 TJ0569|---------------------------------------------------------------------|
 TJ0569| PID    Reference Object                     Distance      Geod. Az  |
 TJ0569|                                                           dddmmss.s |
 TJ0569| CQ6839 KOLSTAD RM 1                         28.802 METERS 07330     |
 TJ0569| CQ6838 KOLSTAD AZ MK                                      1744106.0 |
 TJ0569| CQ6840 KOLSTAD RM 2                         25.790 METERS 17443     |
 TJ0569|---------------------------------------------------------------------|
 TJ0569
 TJ0569                          SUPERSEDED SURVEY CONTROL
 TJ0569
 TJ0569  NAD 83(1986)-  48 26 19.81528(N)    106 11 43.44918(W) AD(       ) 1
 TJ0569  NAD 27      -  48 26 19.72700(N)    106 11 41.37100(W) AD(       ) 1
 TJ0569  NGVD 29 (07/19/86)  907.3    (m)         2977.     (f) VERT ANG       
 TJ0569
 TJ0569.Superseded values are not recommended for survey control.
 TJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0569.See file dsdata.txt to determine how the superseded data were derived.
 TJ0569
 TJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP1158865767(NAD 83)
 TJ0569_MARKER: DS = TRIANGULATION STATION DISK
 TJ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0569
 TJ0569  HISTORY     - Date     Condition        Report By
 TJ0569  HISTORY     - 1934     MONUMENTED       CGS
 TJ0569  HISTORY     - 1973     GOOD             USGS
 TJ0569
 TJ0569                          STATION DESCRIPTION
 TJ0569
 TJ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TJ0569'ABOUT 10 MILES SOUTH OF LARSLAN POST OFFICE, IN SEC. 13, T. 31
 TJ0569'N., R. 42 E. (APPROXIMATE), 217.0 FEET WEST-SOUTHWEST OF
 TJ0569'SOUTHEAST FENCE CORNER, 64.5 FEET SOUTH OF EAST AND WEST
 TJ0569'FENCE AND PROJECTS 6 INCHES.
 TJ0569'
 TJ0569'REACHED FROM LARSLAN POST OFFICE BY GOING SOUTH ON THE MAIN
 TJ0569'HIGHWAY TOWARD NASHUA 8.4 MILES, CROSS BRIDGE OVER EAST FORK
 TJ0569'OF PORCUPINE CREEK AND CONTINUE ON MAIN ROAD 3.0 MILES.  HERE
 TJ0569'THE MAIN ROAD TURNS WEST AT A METAL ROAD SIGN.  (THIS POINT
 TJ0569'IS ABOUT 24 MILES FROM THE POST OFFICE IN NASHUA AND 0.5 MILE
 TJ0569'EAST OF A RIGHT TURN TO THE EAST, IF APPROACHED FROM NASHUA).
 TJ0569'TURN EAST ON SECTION-LINE ROAD 0.5 MILE TO A GENERAL LAND
 TJ0569'OFFICE SECTION CORNER PIPE, BETWEEN SECTIONS 22, 23, 26 AND 27
 TJ0569'OF T. 31 N., R. 42 E., IN THE CENTER OF THE ROAD.  CONTINUE
 TJ0569'EAST 2.0 MILES, WHICH IS 1.0 MILE BEYOND A LARGE WHITE HOUSE
 TJ0569'ON THE NORTH SIDE OF THE ROAD, TO AN INTERSECTION OF TWO
 TJ0569'LANES.  TURN LEFT, OR NORTH ON UNIMPROVED SECTION-LINE ROAD AND
 TJ0569'GO 1.1 MILES.  HERE THE ROAD TURNS RIGHT OR EAST TO THE
 TJ0569'KOLSTAD RANCH BUILDINGS.  THE STATION IS 220 FEET
 TJ0569'WEST-NORTHWEST OF THIS POINT.
 TJ0569'
 TJ0569'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TJ0569'BRONZE DISKS SET IN CONCRETE.
 TJ0569'
 TJ0569'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 37 FEET
 TJ0569'SOUTH OF EAST-AND-WEST FENCE, 122.5 FEET WEST-SOUTHWEST OF
 TJ0569'SOUTHEAST FENCE CORNER AND PROJECTS 6 INCHES.
 TJ0569'
 TJ0569'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 147 FEET SOUTH OF
 TJ0569'EAST-AND-WEST FENCE AND PROJECTS 6 INCHES.
 TJ0569'
 TJ0569'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, 3 FEET NORTH OF
 TJ0569'EAST-AND-WEST FENCE AND 37 FEET EAST OF WEST, ROAD RIGHT-OF-WAY
 TJ0569'FENCE AND PROJECTS 6 INCHES.
 TJ0569'
 TJ0569'A 4-FOOT STAND WILL CLEAR ALL LINES.
 TJ0569'
 TJ0569'HEIGHT OF LIGHT ABOVE STATION MARK - 3.10 METERS.
 TJ0569
 TJ0569                          STATION RECOVERY (1973)
 TJ0569
 TJ0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 TJ0569'NEW ROUTE DESCRIPTION.  TO REACH THE STATION FROM THE POST
 TJ0569'OFFICE IN GLENTANA, MONT., FOLLOW MAIN GRADED ROAD LEADING
 TJ0569'SOUTH FOR 30.0 MILES TO A ROAD FORK WHERE MAIN ROAD CURVES TO
 TJ0569'THE WEST.  (FARM HOUSE JUST SW OF RD. FK.) TURN SHARP LEFT
 TJ0569'AND TAKE GRADED ROAD EAST FOR 2.6 MILES.  THEN LEFT (NORTH)
 TJ0569'FOR 0.8 MILE TO AZIMUTH MARK ON THE RIGHT.  (18 FT. EAST OF
 TJ0569'TRACK ROAD.) CONTINUE ON FOR 0.25 MILE TO GATE.  PASS THROUGH
 TJ0569'GATE AND DRIVE NORTH ALONG WEST SIDE OF FENCE FOR 0.2 MILE.
 TJ0569'AT THIS POINT DRIVE WEST ACROSS PASTURE FOR 0.1 MILE TO TOP
 TJ0569'OF HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1520 ***********************************************************************
 SS1520  DESIGNATION -  KOP
 SS1520  PID         -  SS1520
 SS1520  STATE/COUNTY-  MT/JUDITH BASIN
 SS1520  USGS QUAD   -  BYRNE CREEK (1995)
 SS1520
 SS1520                         *CURRENT SURVEY CONTROL
 SS1520  ___________________________________________________________________
 SS1520* NAD 83(1992)-  47 15 49.58130(N)    110 37 13.87322(W)     ADJUSTED  
 SS1520* NAVD 88     -      1394.4    (meters)    4575.     (feet)  VERTCON   
 SS1520  ___________________________________________________________________
 SS1520  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 SS1520  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 SS1520
 SS1520  HORZ ORDER  -  SECOND
 SS1520
 SS1520.The horizontal coordinates were established by classical geodetic methods
 SS1520.and adjusted by the National Geodetic Survey in July 1992..
 SS1520
 SS1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1520
 SS1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1520
 SS1520.The geoid height was determined by GEOID03.
 SS1520
 SS1520;                    North         East     Units Scale Factor Converg.
 SS1520;SPC MT       -   335,490.397   515,251.615   MT  0.99940222   -0 49 10.8
 SS1520;SPC MT       - 1,100,690.28  1,690,458.05   iFT  0.99940222   -0 49 10.8
 SS1520;UTM  12      - 5,234,546.706   528,707.852   MT  0.99961013   +0 16 43.4
 SS1520
 SS1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1520!SPC MT       -   0.99978349  x   0.99940222  =   0.99918584
 SS1520!UTM  12      -   0.99978349  x   0.99961013  =   0.99939370
 SS1520
 SS1520|---------------------------------------------------------------------|
 SS1520| PID    Reference Object                     Distance      Geod. Az  |
 SS1520|                                                           dddmmss.s |
 SS1520| CQ6841 KOP RM 1                             12.759 METERS 01612     |
 SS1520| CQ6842 KOP RM 2                             10.652 METERS 28030     |
 SS1520| SS1522 AIRWAY BCN 56 12 MI ESE BELT        APPROX. 9.7 KM 3261758.6 |
 SS1520| SS1523 GOLLADAY                            APPROX. 9.7 KM 3275027.5 |
 SS1520|---------------------------------------------------------------------|
 SS1520
 SS1520                          SUPERSEDED SURVEY CONTROL
 SS1520
 SS1520  NAD 83(1986)-  47 15 49.57859(N)    110 37 13.85588(W) AD(       ) 2
 SS1520  NAD 27      -  47 15 49.70760(N)    110 37 11.08140(W) AD(       ) 2
 SS1520  NGVD 29 (07/19/86) 1393.4    (m)         4572.     (f) VERT ANG       
 SS1520
 SS1520.Superseded values are not recommended for survey control.
 SS1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1520.See file dsdata.txt to determine how the superseded data were derived.
 SS1520
 SS1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT2870834547(NAD 83)
 SS1520_MARKER: DS = TRIANGULATION STATION DISK
 SS1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1520
 SS1520  HISTORY     - Date     Condition        Report By
 SS1520  HISTORY     - 1961     MONUMENTED       CGS
 SS1520
 SS1520                          STATION DESCRIPTION
 SS1520
 SS1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SS1520'THE STATION IS LOCATED 5-3/4 MILES NORTHWEST OF GEYSER AND
 SS1520'5-1/4 MILES EAST OF RAYNSFORD.
 SS1520'
 SS1520'TO REACH THE STATION FROM THE POST OFFICE IN GEYSER, GO SOUTH
 SS1520'ON GRAVELED ROAD FOR 0.2 MILE TO U.S. HIGHWAY 87, TURN RIGHT
 SS1520'ON U.S. HIGHWAY 87 AND GO WEST FOR 6.2 MILES TO CROSSROAD,
 SS1520'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.5 MILE TO
 SS1520'GATE ON THE RIGHT, TURN RIGHT AND GO EAST FOR 0.4 MILE TO THE
 SS1520'STATION ON THE RIGHT.
 SS1520'
 SS1520'THE STATION MARK IS A STANDARD DISK, STAMPED KOP 1961, SET
 SS1520'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SS1520'4-INCHES.  IT IS 37 FEET EAST OF A TELEPHONE POLE, 15 FEET
 SS1520'SOUTHWEST OF A FENCE CORNER, 7 FEET SOUTH OF A FENCE AND
 SS1520'8.6 FEET SOUTH OF THE WITNESS POST.
 SS1520'
 SS1520'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED KOP NO 1
 SS1520'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SS1520'THAT PROJECTS 4-INCHES.  IT IS 31 FEET NORTH OF THE FENCE
 SS1520'CORNER, 35 FEET NORTHEAST OF THE WITNESS POST AND 1 FOOT WEST
 SS1520'OF THE FENCE.
 SS1520'
 SS1520'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED KOP NO 2
 SS1520'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SS1520'THAT PROJECTS 2-INCHES.  IT IS 34 FEET WEST OF THE WITNESS
 SS1520'POST, 1 FOOT EAST OF THE TELEPHONE POLE AND 6 INCHES SOUTH
 SS1520'OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0739 ***********************************************************************
 QX0739  DESIGNATION -  KROHNE
 QX0739  PID         -  QX0739
 QX0739  STATE/COUNTY-  MT/PARK
 QX0739  USGS QUAD   -  SEDAN (1987)
 QX0739
 QX0739                         *CURRENT SURVEY CONTROL
 QX0739  ___________________________________________________________________
 QX0739* NAD 83(1992)-  45 56 22.26766(N)    110 46 22.15278(W)     ADJUSTED  
 QX0739* NAVD 88     -      2089.4    (meters)    6855.     (feet)  VERTCON   
 QX0739  ___________________________________________________________________
 QX0739  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 QX0739  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 QX0739
 QX0739  HORZ ORDER  -  THIRD
 QX0739
 QX0739.The horizontal coordinates were established by classical geodetic methods
 QX0739.and adjusted by the National Geodetic Survey in July 1992..
 QX0739
 QX0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 QX0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QX0739
 QX0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 QX0739
 QX0739.The geoid height was determined by GEOID03.
 QX0739
 QX0739;                    North         East     Units Scale Factor Converg.
 QX0739;SPC MT       -   188,560.103   501,342.931   MT  0.99956624   -0 55 51.9
 QX0739;SPC MT       -   618,635.51  1,644,825.89   iFT  0.99956624   -0 55 51.9
 QX0739;UTM  12      - 5,087,352.739   517,610.211   MT  0.99960381   +0 09 47.7
 QX0739
 QX0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QX0739!SPC MT       -   0.99967426  x   0.99956624  =   0.99924064
 QX0739!UTM  12      -   0.99967426  x   0.99960381  =   0.99927820
 QX0739
 QX0739:                Primary Azimuth Mark                     Grid Az
 QX0739:SPC MT       -  BATTLE                                   228 38 52.7
 QX0739:UTM  12      -  BATTLE                                   227 33 13.1
 QX0739
 QX0739|---------------------------------------------------------------------|
 QX0739| PID    Reference Object                     Distance      Geod. Az  |
 QX0739|                                                           dddmmss.s |
 QX0739| QX0740 BATTLE                              APPROX. 7.1 KM 2274300.8 |
 QX0739|---------------------------------------------------------------------|
 QX0739
 QX0739                          SUPERSEDED SURVEY CONTROL
 QX0739
 QX0739  NAD 83(1986)-  45 56 22.26099(N)    110 46 22.14286(W) AD(       ) 3
 QX0739  NAD 27      -  45 56 22.49824(N)    110 46 19.34595(W) AD(       ) 3
 QX0739  NGVD 29 (07/19/86) 2088.2    (m)         6851.     (f) VERT ANG       
 QX0739
 QX0739.Superseded values are not recommended for survey control.
 QX0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0739.See file dsdata.txt to determine how the superseded data were derived.
 QX0739
 QX0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR1761087353(NAD 83)
 QX0739_MARKER: DD = SURVEY DISK
 QX0739_SETTING: 66 = SET IN ROCK OUTCROP
 QX0739_SP_SET: SET IN ROCK OUTCROP
 QX0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0739+STABILITY: POSITION/ELEVATION WELL
 QX0739
 QX0739  HISTORY     - Date     Condition        Report By
 QX0739  HISTORY     - 1948     MONUMENTED       USGS
 QX0739
 QX0739                          STATION DESCRIPTION
 QX0739
 QX0739'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QX0739'STATION IS LOCATED ABOUT 6.0 MI. (AIRLINE) W. AND 3.5 MI. (AIRLINE)
 QX0739'S. FROM WILSALL, ABOUT 10.0 MI. E. OF HIGHEST POINT OF THE BRIDGER
 QX0739'MOUNTAINS, ON HIGHEST POINT OF LARGE BARE TOP WHICH HAS SMALL PATCH
 QX0739'OF TIMBER NEAR TOP AND ON N. SIDE, ABOUT CENTRAL PART OF BATTLE
 QX0739'RIDGE.
 QX0739'
 QX0739'TO REACH STATION FROM WILSALL POST OFFICE, GO W. ON RD. LEADING W.
 QX0739'FROM POST OFFICE FOR 4.1 MI. TO WIRE GATE ON S. SIDE OF RD., GO
 QX0739'THROUGH GATE AND FOLLOW TRACK RD. FOR 0.15 MI., TURN LEFT, CROSSING
 QX0739'CREEK, AND FOLLOWING DIM RD. ALONG CREEK BANK, UP SIDE OF HILL FOR
 QX0739'0.95 MI. SE. AND 0.15 MI. SW. TO WIRE GATE, RD. IS NOT VISIBLE FROM
 QX0739'THIS POINT ON, BUT AUTO CAN BE DRIVEN SW. UP N. SIDE OF RIDGE FOR
 QX0739'0.45 MI. TO ANOTHER WIRE GATE, PROCEED THROUGH GATE, TURN UP RIDGE
 QX0739'0.15 MI. TO TOP, CROSS RIDGE, CONTINUE 0.15 MI. AND CROSS RIDGE
 QX0739'AGAIN, CONTINUE UP N. SIDE OF RIDGE FOR 0.65 MI. WHERE AUTO CAN BE
 QX0739'DRIVEN AROUND W. END OF RIDGE, CONTINUE S. ACROSS SMALL FLAT TO
 QX0739'ANOTHER RIDGE, FOLLOW RIDGE FOR 0.55 MI. W. TO END OF TRUCK TRAVEL
 QX0739'AT FENCE, PACK FOR ABOUT 1.5 MI. W. ALONG TOP OF RIDGE (ABOUT 45
 QX0739'MINUTES) TO HIGHEST BARE TOP AND STATION SITE.
 QX0739'
 QX0739'STATION MARK--STANDARD TABLET, STAMPED ---KROHNE 1948---, SET IN
 QX0739'SMALL RIDGE OF STRATO-LINED ROCK.
 QX0739'
 QX0739'REFERENCE MARK NO. 1--AN ARROW CHISELED ON TOP OF ROCKY OUTCROP,
 QX0739'ABOUT 1 FT. HIGH, 27.74 FT. FROM STATION, S 21 DEG 52 MIN W.
 QX0739'
 QX0739'REFERENCE MARK NO. 2--CROSS CHISELED ON STRATO-LINED ROCK WITH
 QX0739'CROSS FACING STATION, 9.97 FT. FROM STATION, S 54 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0507 ***********************************************************************
 ST0507  DESIGNATION -  KRONE
 ST0507  PID         -  ST0507
 ST0507  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0507  USGS QUAD   -  GOUCHNOUR RANCH (1963)
 ST0507
 ST0507                         *CURRENT SURVEY CONTROL
 ST0507  ___________________________________________________________________
 ST0507* NAD 83(1992)-  47 23 29.28935(N)    112 15 33.53546(W)     ADJUSTED  
 ST0507* NAVD 88     -      1477.5    (meters)    4847.     (feet)  VERTCON   
 ST0507  ___________________________________________________________________
 ST0507  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 ST0507  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 ST0507
 ST0507  HORZ ORDER  -  SECOND
 ST0507
 ST0507.The horizontal coordinates were established by classical geodetic methods
 ST0507.and adjusted by the National Geodetic Survey in July 1992..
 ST0507
 ST0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 ST0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ST0507
 ST0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 ST0507
 ST0507.The geoid height was determined by GEOID03.
 ST0507
 ST0507;                    North         East     Units Scale Factor Converg.
 ST0507;SPC MT       -   352,739.713   391,840.313   MT  0.99941447   -2 01 06.4
 ST0507;SPC MT       - 1,157,282.52  1,285,565.33   iFT  0.99941447   -2 01 06.4
 ST0507;UTM  12      - 5,249,436.919   404,961.980   MT  0.99971100   -0 55 36.9
 ST0507
 ST0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ST0507!SPC MT       -   0.99977063  x   0.99941447  =   0.99918524
 ST0507!UTM  12      -   0.99977063  x   0.99971100  =   0.99948170
 ST0507
 ST0507:                Primary Azimuth Mark                     Grid Az
 ST0507:SPC MT       -  KRONE AZ MK                              041 08 06.6
 ST0507:UTM  12      -  KRONE AZ MK                              040 02 37.1
 ST0507
 ST0507|---------------------------------------------------------------------|
 ST0507| PID    Reference Object                     Distance      Geod. Az  |
 ST0507|                                                           dddmmss.s |
 ST0507| CN4702 KRONE AZ MK                                        0390700.2 |
 ST0507| CN4703 KRONE RM 1                           28.279 METERS 14120     |
 ST0507| CN4704 KRONE RM 2                           13.901 METERS 26943     |
 ST0507|---------------------------------------------------------------------|
 ST0507
 ST0507                          SUPERSEDED SURVEY CONTROL
 ST0507
 ST0507  NAD 83(1986)-  47 23 29.29464(N)    112 15 33.51866(W) AD(       ) 2
 ST0507  NAD 27      -  47 23 29.48400(N)    112 15 30.46420(W) AD(       ) 2
 ST0507  NGVD 29 (07/19/86) 1476.5    (m)         4844.     (f) VERT ANG       
 ST0507
 ST0507.Superseded values are not recommended for survey control.
 ST0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0507.See file dsdata.txt to determine how the superseded data were derived.
 ST0507
 ST0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT0496249437(NAD 83)
 ST0507_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ST0507_SETTING: 66 = SET IN ROCK OUTCROP
 ST0507
 ST0507  HISTORY     - Date     Condition        Report By
 ST0507  HISTORY     - 1960     MONUMENTED       CGS
 ST0507  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ST0507
 ST0507                          STATION DESCRIPTION
 ST0507
 ST0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 ST0507'THE STATION IS ABOUT 7 MILES SOUTH AND 6 MILES EAST OF AUGUSTA,
 ST0507'8-1/2 MILES NORTHWEST OF BOWMANS CORNER, 2 MILES NORTHEAST
 ST0507'OF STATE HIGHWAY 287, ON THE HIGHEST POINT OF A GRASSY RIDGE
 ST0507'EXTENDING EAST AND WEST, WHICH IS THE HIGHEST RIDGE IN THE
 ST0507'IMMEDIATE VICINITY, ON LAND OWNED BY RAY KRONE AND IN SECTION
 ST0507'20, T 19 N, R 5 W.
 ST0507'
 ST0507'TO REACH THE STATION FROM THE POST OFFICE IN AUGUSTA, GO
 ST0507'SOUTHWEST ON THE MAIN STREET FOR 0.2 MILE TO A CROSSROADS,
 ST0507'TURN LEFT AND SOUTHWEST ON STATE HIGHWAY 287 FOR 5.3 MILES
 ST0507'TO A GRAVELED SIDE ROAD ON THE RIGHT AT A SIGN DRY CREEK ROAD
 ST0507'TURN LEFT AND GO EASTERLY FOR 4.6 MILES TO A SIDE ROAD ON THE
 ST0507'RIGHT, TURN RIGHT, CROSS A CATTLE GUARD AND GO THROUGH A GATE.
 ST0507'THENCE SOUTH FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.15
 ST0507'MILE TO A WIRE GATE ON THE LEFT AT A LOADING CHUTE AT THE EAST
 ST0507'SIDE OF RANCH BUILDINGS.  PASS THROUGH THE GATE AND GO
 ST0507'SOUTHERLY ON A TRACK ROAD FOR 0.8 MILE TO A GATE.  PASS
 ST0507'THROUGH THE GATE AND CONTINUE SOUTH 0.15 MILE TO A FORK.
 ST0507'CONTINUE STRAIGHT AHEAD FOLLOWING A COW PATH UP A CANYON FOR
 ST0507'0.35 MILE TO A POINT ABOUT 300 FEET NORTH OF A FENCE.
 ST0507'TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR
 ST0507'0.2 MILE TO A GATE ON THE LEFT.  PASS THROUGH THE GATE,
 ST0507'TURN RIGHT AND CONTINUE WEST ON THE SOUTH SIDE OF THE
 ST0507'FENCE FOR 0.7 MILE TO A T-JUNCTION OF FENCELINES AND THE
 ST0507'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.5 MILE TO A
 ST0507'T-JUNCTION OF FENCE LINES.  TURN LEFT AND SELECT WAY SOUTH AND
 ST0507'WEST FOR 0.6 MILE TO THE HIGHEST POINT AND THE STATION.
 ST0507'
 ST0507'THE STATION MARK IS A STANDARD DISK STAMPED, KRONE 1960,
 ST0507'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP FLUSH WITH
 ST0507'THE GROUND.  IT IS 5 FEET SOUTH OF THE NORTH RIM OF THE RIDGE.
 ST0507'
 ST0507'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, KRONE NO 1 1960,
 ST0507'CEMENTED IN A DRILL HOLE ON THE SOUTH SLOPE OF A SMALL ROCKY
 ST0507'RIDGE, ABOUT 30 FEET LONG 20 FEET WIDE AND ABOUT 10 FEET HIGH.
 ST0507'IT IS ABOUT 10 FEET LOWER THAN THE STATION.
 ST0507'
 ST0507'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, KRONE NO 2 1960,
 ST0507'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP THAT
 ST0507'PROJECTS 4 INCHES.  IT IS ABOUT 2 FEET SOUTH OF THE NORTH RIM
 ST0507'OF THE RIDGE AND ABOUT 3 FEET LOWER THAN THE STATION.
 ST0507'
 ST0507'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, KRONE 1960,
 ST0507'CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 1 FOOT ROCK OUTCROP
 ST0507'PROJECTING 6 INCHES.  IT IS ABOUT 0.1 MILE WEST AND 50 FEET
 ST0507'LOWER THAN THE HIGHEST POINT OF A RIDGE, 57 FEET EAST OF A
 ST0507'NORTH-SOUTH FENCE, 190 FEET NORTH OF AN EAST-WEST FENCE, 2 FEET
 ST0507'EAST OF A CAIRN AND ABOUT 300 FEET LOWER THAN THE STATION.
 ST0507
 ST0507                          STATION RECOVERY (1961)
 ST0507
 ST0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 ST0507'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 ST0507'MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  A
 ST0507'SHORTER DISTANCE WAS NOTED TO REFERENCE MARKS 1 AND 2.  REFERENCE
 ST0507'MARK 1 IS 91.85 FEET, 27.996 METERS.  REFERENCE MARK 2 IS
 ST0507'45.47 FEET, 13.861 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0537 ***********************************************************************
 RU0537  DESIGNATION -  KROPF
 RU0537  PID         -  RU0537
 RU0537  STATE/COUNTY-  MT/ROSEBUD
 RU0537  USGS QUAD   -  ROCK SPRINGS SCHOOL (1965)
 RU0537
 RU0537                         *CURRENT SURVEY CONTROL
 RU0537  ___________________________________________________________________
 RU0537* NAD 83(1992)-  46 48 48.56568(N)    106 10 09.34667(W)     ADJUSTED  
 RU0537* NAVD 88     -       942.3    (meters)    3092.     (feet)  VERTCON   
 RU0537  ___________________________________________________________________
 RU0537  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 RU0537  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 RU0537
 RU0537  HORZ ORDER  -  FIRST
 RU0537
 RU0537.The horizontal coordinates were established by classical geodetic methods
 RU0537.and adjusted by the National Geodetic Survey in July 1992..
 RU0537
 RU0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 RU0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RU0537
 RU0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 RU0537
 RU0537.The geoid height was determined by GEOID03.
 RU0537
 RU0537;                    North         East     Units Scale Factor Converg.
 RU0537;SPC MT       -   290,256.676   853,973.282   MT  0.99939865   +2 26 11.2
 RU0537;SPC MT       -   952,285.68  2,801,749.61   iFT  0.99939865   +2 26 11.2
 RU0537;UTM  13      - 5,185,102.019   410,797.628   MT  0.99969780   -0 51 09.4
 RU0537
 RU0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RU0537!SPC MT       -   0.99985480  x   0.99939865  =   0.99925353
 RU0537!UTM  13      -   0.99985480  x   0.99969780  =   0.99955264
 RU0537
 RU0537|---------------------------------------------------------------------|
 RU0537| PID    Reference Object                     Distance      Geod. Az  |
 RU0537|                                                           dddmmss.s |
 RU0537| CQ6844 KROPF RM 1                           23.086 METERS 16959     |
 RU0537| CQ6843 KROPF AZ MK                                        1941737.5 |
 RU0537| CQ6845 KROPF RM 2                           23.470 METERS 29015     |
 RU0537|---------------------------------------------------------------------|
 RU0537
 RU0537                          SUPERSEDED SURVEY CONTROL
 RU0537
 RU0537  NAD 83(1986)-  46 48 48.55658(N)    106 10 09.30857(W) AD(       ) 1
 RU0537  NAD 27      -  46 48 48.54600(N)    106 10 07.22900(W) AD(       ) 1
 RU0537  NGVD 29 (07/19/86)  941.6    (m)         3089.     (f) VERT ANG       
 RU0537
 RU0537.Superseded values are not recommended for survey control.
 RU0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0537.See file dsdata.txt to determine how the superseded data were derived.
 RU0537
 RU0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM1079885102(NAD 83)
 RU0537_MARKER: DS = TRIANGULATION STATION DISK
 RU0537_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RU0537_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RU0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RU0537
 RU0537  HISTORY     - Date     Condition        Report By
 RU0537  HISTORY     - 1934     MONUMENTED       CGS
 RU0537  HISTORY     - 1964     GOOD             USGS
 RU0537
 RU0537                          STATION DESCRIPTION
 RU0537
 RU0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RU0537'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF ANGELA POST
 RU0537'OFFICE AND 4 MILES EAST OF ROCK SPRINGS POST OFFICE.  IT IS
 RU0537'IN SEC. 10, T. 12 N., R. 44 E.
 RU0537'
 RU0537'THE STATION MARK, PROJECTS 5 INCHES AND IS ON THE
 RU0537'HIGHEST POINT OF A RED SHALE-TOPPED HILL 1/2 MILE NORTH-NORTHEAST
 RU0537'OF KROPFS RANCH HOUSE.  THERE IS A ROCKY KNOLL SLIGHTLY
 RU0537'HIGHER THAN THE STATION HILL ABOUT 50 YARDS NORTHWEST OF THE
 RU0537'STATION.
 RU0537'
 RU0537'TO REACH THE STATION FROM ANGELA POST OFFICE ON STATE HIGHWAY
 RU0537'22 GO NORTH 1.6 MILES TO A GRADED ROAD ON THE RIGHT.  LEAVE
 RU0537'STATE HIGHWAY 22 AND GO DUE NORTH ON GRADED ROAD 1.7 MILES TO
 RU0537'A GRADED CROSSROADS.  (THERE IS A YELLOW STUCCO HOUSE 200 YARDS
 RU0537'EAST OF THIS INTERSECTION).  CONTINUE NORTH 1.0 MILE TO A GRADED
 RU0537'CROSS ROAD.  TURN RIGHT, EAST, AND GO 1.0 MILE TO A FARM ROAD
 RU0537'ON THE LEFT.  TURN LEFT AND GO NORTH ON THE EAST OF FENCE 1.0
 RU0537'MILE TO A CROSSROADS.  (THERE IS A FENCE CORNER IN THE
 RU0537'NORTHEAST AND SOUTHWEST ANGLES OF THIS INTERSECTION).  CONTINUE
 RU0537'DUE NORTH 0.4 MILE TO A LONG WIRE GATE IN FENCE ON THE
 RU0537'RIGHT.  PASS THROUGH GATE AND GO 0.6 MILE TO KROPFS RANCH
 RU0537'HOUSE AND WINDMILL.  TURN NORTH, LEFT, AT THE RANCH PASS BETWEEN
 RU0537'BUILDINGS AND GO THROUGH GATE IN EAST-AND-WEST FENCE 40
 RU0537'YARDS NORTH OF HOUSE.  (AZIMUTH MARK IS AT FENCE CORNER 90
 RU0537'YARDS EAST OF THIS GATE).  DRIVE NORTH ACROSS FIELD ON DIM
 RU0537'ROAD 0.25 MILE TO A GATE IN AN EAST-AND-WEST FENCE AT A
 RU0537'POINT WHERE THE FENCE TURNS WEST AFTER JOGGING NORTH ABOUT
 RU0537'100 YARDS.  PASS THROUGH GATE, TURN RIGHT, EAST, AND GO 0.1
 RU0537'MILE TO TOP OF RED SHALE-COVERED HILL AND STATION.
 RU0537'
 RU0537'REFERENCE MARK NO. 1, PROJECTS 4 INCHES AND IS
 RU0537'SOUTH-SOUTHEAST OF THE STATION.
 RU0537'
 RU0537'REFERENCE MARK NO. 2, PROJECTS 4 INCHES AND IS WEST
 RU0537'OF THE STATION.
 RU0537'
 RU0537'THE AZIMUTH MARK, IS SOUTH OF THE STATION AND PROJECTS
 RU0537'5 INCHES.  IT IS 4 FEET SOUTH AND 2 FEET EAST OF THE NORTHEAST
 RU0537'CORNER OF A HAY PEN WHICH IS EAST OF THE RANCH HOUSE.  IT IS
 RU0537'90 YARDS EAST OF THE EAST GATEPOST OF THE EAST-AND-WEST FENCE,
 RU0537'40 YARDS NORTH OF THE RANCH HOUSE.
 RU0537'
 RU0537'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 RU0537
 RU0537                          STATION RECOVERY (1964)
 RU0537
 RU0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RU0537'DESCRIPTION AND POSITION LISTED IN NGS QUAD 46106-1, STATION 1007.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0465 ***********************************************************************
 TK0465  DESIGNATION -  KUHR
 TK0465  PID         -  TK0465
 TK0465  STATE/COUNTY-  MT/BLAINE
 TK0465  USGS QUAD   -  MILES BUTTE (1987)
 TK0465
 TK0465                         *CURRENT SURVEY CONTROL
 TK0465  ___________________________________________________________________
 TK0465* NAD 83(1992)-  48 20 45.18652(N)    109 00 21.80726(W)     ADJUSTED  
 TK0465* NAVD 88     -      1020.9    (meters)    3349.     (feet)  VERTCON   
 TK0465  ___________________________________________________________________
 TK0465  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 TK0465  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 TK0465
 TK0465  HORZ ORDER  -  THIRD
 TK0465
 TK0465.The horizontal coordinates were established by classical geodetic methods
 TK0465.and adjusted by the National Geodetic Survey in July 1992..
 TK0465
 TK0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 TK0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TK0465
 TK0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 TK0465
 TK0465.The geoid height was determined by GEOID03.
 TK0465
 TK0465;                    North         East     Units Scale Factor Converg.
 TK0465;SPC MT       -   455,256.178   636,601.043   MT  0.99966474   +0 21 40.8
 TK0465;SPC MT       - 1,493,622.63  2,088,586.10   iFT  0.99966474   +0 21 40.8
 TK0465;UTM  12      - 5,356,666.216   647,738.737   MT  0.99986818   +1 29 24.3
 TK0465
 TK0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TK0465!SPC MT       -   0.99984247  x   0.99966474  =   0.99950727
 TK0465!UTM  12      -   0.99984247  x   0.99986818  =   0.99971067
 TK0465
 TK0465:                Primary Azimuth Mark                     Grid Az
 TK0465:SPC MT       -  BOX                                      011 54 49.6
 TK0465:UTM  12      -  BOX                                      010 47 06.1
 TK0465
 TK0465|---------------------------------------------------------------------|
 TK0465| PID    Reference Object                     Distance      Geod. Az  |
 TK0465|                                                           dddmmss.s |
 TK0465| TK0434 BOX                                 APPROX. 8.5 KM 0121630.4 |
 TK0465|---------------------------------------------------------------------|
 TK0465
 TK0465                          SUPERSEDED SURVEY CONTROL
 TK0465
 TK0465  NAD 83(1986)-  48 20 45.19045(N)    109 00 21.78572(W) AD(       ) 3
 TK0465  NAD 27      -  48 20 45.21688(N)    109 00 19.20609(W) AD(       ) 3
 TK0465  NGVD 29 (07/19/86) 1020.1    (m)         3347.     (f) VERT ANG       
 TK0465
 TK0465.Superseded values are not recommended for survey control.
 TK0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0465.See file dsdata.txt to determine how the superseded data were derived.
 TK0465
 TK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UXU4773956666(NAD 83)
 TK0465_MARKER: DD = SURVEY DISK
 TK0465_SETTING: 0 = UNSPECIFIED SETTING
 TK0465
 TK0465  HISTORY     - Date     Condition        Report By
 TK0465  HISTORY     - 1955     MONUMENTED       USGS
 TK0465
 TK0465                          STATION DESCRIPTION
 TK0465
 TK0465'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TK0465'STATION LOCATED ABOUT 12 MI. E. AND 6 MI. N. OF CLEVELAND, MONTANA.
 TK0465'
 TK0465'TO REACH FROM CLEVELAND, GO E. 4.6 MI. TO JUNCTION WITH BARNEY OLSEN
 TK0465'RD.  THENCE LEFT N. ABOUT 0.2 MI. TO ENTRANCE OF KUHR RANCH.  TURN
 TK0465'RIGHT 0.4 MI. TO Y-RD.  TAKE RIGHT FORK AND GO 1.5 MI. TO KUHR RANCH,
 TK0465'PASS THRU RANCH YARD AND GO 1.0 MI. TO Y-RD. AT GATE, THEN LEFT N.
 TK0465'CROSSING DAM FOR 2.2 MI., CONTINUE STRAIGHT AHEAD N. UP RIDGE 0.3 MI.
 TK0465'TO TOP OF RIDGE AND STATION.
 TK0465'
 TK0465'STATION MARK - STANDARD TABLET WELDED TO A 3 1/2 IN. IRON PIPE
 TK0465'PROJECTING 2 IN. ABOVE GROUND, STAMPED ---KUHR 1955---.
 TK0465'
 TK0465'REFERENCE MARK NO.1 - DRILL HOLE IN ROCK IN PLACE 134.24 FT. FROM
 TK0465'STATION MARK, N 70 DEG 01 MIN E.
 TK0465'
 TK0465'REFERENCE MARK NO.2 - CHISELED CROSS IN ROCK IN PLACE 144.00 FT. FROM
 TK0465'STATION, N 44 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1403 ***********************************************************************
 SS1403  DESIGNATION -  KUICH
 SS1403  PID         -  SS1403
 SS1403  STATE/COUNTY-  MT/CASCADE
 SS1403  USGS QUAD   -  FLICK LAKE (1994)
 SS1403
 SS1403                         *CURRENT SURVEY CONTROL
 SS1403  ___________________________________________________________________
 SS1403* NAD 83(1992)-  47 41 05.21279(N)    111 08 55.56176(W)     ADJUSTED  
 SS1403* NAVD 88     -      1084.3    (meters)    3557.     (feet)  VERTCON   
 SS1403  ___________________________________________________________________
 SS1403  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 SS1403  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1403
 SS1403  HORZ ORDER  -  FIRST
 SS1403
 SS1403.The horizontal coordinates were established by classical geodetic methods
 SS1403.and adjusted by the National Geodetic Survey in July 1992..
 SS1403
 SS1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1403
 SS1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1403
 SS1403.The geoid height was determined by GEOID03.
 SS1403
 SS1403;                    North         East     Units Scale Factor Converg.
 SS1403;SPC MT       -   382,967.289   476,288.317   MT  0.99946149   -1 12 21.9
 SS1403;SPC MT       - 1,256,454.36  1,562,625.71   iFT  0.99946149   -1 12 21.9
 SS1403;UTM  12      - 5,281,276.663   488,835.207   MT  0.99960153   -0 06 36.0
 SS1403
 SS1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1403!SPC MT       -   0.99983232  x   0.99946149  =   0.99929391
 SS1403!UTM  12      -   0.99983232  x   0.99960153  =   0.99943392
 SS1403
 SS1403:                Primary Azimuth Mark                     Grid Az
 SS1403:SPC MT       -  HIGHWOOD BALDY                           125 43 34.4
 SS1403:UTM  12      -  HIGHWOOD BALDY                           124 37 48.5
 SS1403
 SS1403|---------------------------------------------------------------------|
 SS1403| PID    Reference Object                     Distance      Geod. Az  |
 SS1403|                                                           dddmmss.s |
 SS1403| SS1527 HIGHWOOD BALDY                      APPROX.47.4 KM 1243112.5 |
 SS1403| CN4709 KUICH RM 1                           17.630 METERS 18745     |
 SS1403| SS1419 GREAT FALLS ANACONDA MINE STK       APPROX.19.5 KM 2061137.0 |
 SS1403| SS1421 GREAT FALLS TV STA KRTV MAST        APPROX.19.5 KM 2100558.7 |
 SS1403| SS1417 ATT MICROWAVE MAST N GRT FALLS      APPROX.16.2 KM 2211655.4 |
 SS1403| CN4708 KUICH AZ MK                                        2651858.8 |
 SS1403| CN4710 KUICH RM 2                           17.762 METERS 27232     |
 SS1403|---------------------------------------------------------------------|
 SS1403
 SS1403                          SUPERSEDED SURVEY CONTROL
 SS1403
 SS1403  NAD 83(1986)-  47 41 05.21084(N)    111 08 55.54070(W) AD(       ) 1
 SS1403  NAD 27      -  47 41 05.34100(N)    111 08 52.71200(W) AD(       ) 1
 SS1403  NGVD 29 (07/19/86) 1083.4    (m)         3554.     (f) VERT ANG       
 SS1403
 SS1403.Superseded values are not recommended for survey control.
 SS1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1403.See file dsdata.txt to determine how the superseded data were derived.
 SS1403
 SS1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT8883581277(NAD 83)
 SS1403_MARKER: DS = TRIANGULATION STATION DISK
 SS1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SS1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1403+STABILITY: SURFACE MOTION
 SS1403
 SS1403  HISTORY     - Date     Condition        Report By
 SS1403  HISTORY     - 1947     MONUMENTED       USGS
 SS1403  HISTORY     - 1949     GOOD             CGS
 SS1403  HISTORY     - 1961     GOOD             CGS
 SS1403
 SS1403                          STATION DESCRIPTION
 SS1403
 SS1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SS1403'STATION IS ABOUT 15 MILES NORTHEAST OF GREAT FALLS, AND 3
 SS1403'MILES NORTH OF THE VILLAGE OF PORTAGE, AND ABOUT 0.3 MILE EAST
 SS1403'OF THE KUICH RANCH HOUSE AND ON LAND OWNED BY FRANK KUICH.
 SS1403'
 SS1403'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 87, 89
 SS1403'AND 91 IN GREAT FALLS, GO NORTHEASTERLY ON U.S. HIGHWAY 87
 SS1403'FOR 13.6 MILES TO A CROSSROADS AT A SIGN PORTAGE 1 MILE,
 SS1403'TURN LEFT, GO WEST 0.3 MILE TO A T-ROAD, TURN RIGHT, GO NORTH
 SS1403'2.0 MILES TO THE BUREAU OF LAND MANAGEMENT MARK ON THE RIGHT,
 SS1403'CONTINUE NORTH 0.05 MILE TO THE AZIMUTH MARK AND A GATE ON THE
 SS1403'RIGHT, TURN RIGHT, PASS THROUGH THE GATE AND GO EAST 0.3 MILE
 SS1403'TO THE STATION.
 SS1403'
 SS1403'STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 SS1403'BENCH MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 SS1403'POST THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 SS1403'KUICH 1947.
 SS1403'
 SS1403'REFERENCE MARK NO. 1 IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 SS1403'REFERENCE MARK DISK SET IN AN IRREGULAR MASS OF CONCRETE THAT
 SS1403'IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED KUICH 1 1947.
 SS1403'
 SS1403'REFERENCE MARK NO. 2 IS A STANDARD UNITED STATES GEOLOGICAL
 SS1403'REFERENCE MARK DISK SET IN AN IRREGULAR MASS OF CONCRETE THAT
 SS1403'IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED KUICH 2 1947.
 SS1403'
 SS1403'THE AZIMUTH MARK IS 0.3 MILE FROM THE STATION.  IT IS 29 FEET
 SS1403'EAST OF THE APPROXIMATE CENTER OF A ROAD, 25 FEET SOUTH OF THE
 SS1403'CENTER OF A GATE, 4-1/2 FEET NORTH OF A WITNESS POST AND 1
 SS1403'FOOT EAST OF A FENCE.  THE MARK IS A STANDARD UNITED STATES
 SS1403'COAST AND GEODETIC SURVEY AZIMUTH MARK DISK SET IN THE TOP
 SS1403'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 SS1403'THE DISK IS STAMPED KUICH USGS 1949.
 SS1403'
 SS1403'THE DISTANCE TO 400 R.M. S6 (USBLM) WAS DETERMINED BY DIRECT
 SS1403'TRAVERSE.  IT IS 30 FEET EAST OF THE APPROXIMATE CENTER OF A
 SS1403'ROAD AND 28 FEET NORTH OF A FENCE CORNER.  THE MARK IS A
 SS1403'STANDARD UNITED STATES BUREAU OF LAND MANAGEMENT REFERENCE
 SS1403'MARK BRASS CAP BOLTED TO THE TOP OF A 2-INCH IRON PIPE THAT
 SS1403'PROJECTS 2 INCHES AND IT IS STAMPED 400 R.M. S 6 1949.
 SS1403'
 SS1403'A 4 FOOT STAND AT KUICH (USGS) WILL SEE 4 FOOT STANDS AT STATIONS,
 SS1403'KNEE 2, HUNTLEY, SHEPHERD (MO. RC), AND SPU.  A 10 FOOT STAND
 SS1403'AT CARTER, A 20 FOOT STAND AT WOOD, AND A 10 FOOT STAND AT
 SS1403'EAST BASE (USGS).
 SS1403
 SS1403                          STATION RECOVERY (1961)
 SS1403
 SS1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 SS1403'STATION WAS RECOVERED.  A NEW
 SS1403'ROUTING TO THE STATION FOLLOWS--
 SS1403'
 SS1403'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 SS1403'AND 91 AT THE WEST EDGE OF BLACK EAGLE.  GO NORTHEAST ON U.S.
 SS1403'HIGHWAY 87 FOR 10.3 MILES TO A CROSSROAD AND A SIGN PORTAGE.
 SS1403'TURN RIGHT AND GO EAST FOR 1.4 MILES TO A DIRT T-ROAD LEFT.
 SS1403'TURN LEFT AND GO NORTH FOR 2.0 MILES TO A GATE AND AZIMUTH
 SS1403'MARK ON THE RIGHT.  TURN RIGHT AND GO EAST ON TRACK ROAD ACROSS
 SS1403'PASTURE LAND FOR 0.25 MILE, LEAVE ROAD AND GO SOUTHEAST ACROSS
 SS1403'FIELD FOR 0.05 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1617 ***********************************************************************
 SS1617  DESIGNATION -  KWLC 1
 SS1617  PID         -  SS1617
 SS1617  STATE/COUNTY-  MT/CHOUTEAU
 SS1617  USGS QUAD   -  APPLE SCHOOL (1970)
 SS1617
 SS1617                         *CURRENT SURVEY CONTROL
 SS1617  ___________________________________________________________________
 SS1617* NAD 83(1992)-  47 54 31.40996(N)    110 59 56.20884(W)     ADJUSTED  
 SS1617* NAVD 88     -       950.4    (meters)    3118.     (feet)  VERTCON   
 SS1617  ___________________________________________________________________
 SS1617  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 SS1617  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 SS1617
 SS1617  HORZ ORDER  -  THIRD
 SS1617
 SS1617.The horizontal coordinates were established by classical geodetic methods
 SS1617.and adjusted by the National Geodetic Survey in July 1992..
 SS1617
 SS1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 SS1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SS1617
 SS1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1617
 SS1617.The geoid height was determined by GEOID03.
 SS1617
 SS1617;                    North         East     Units Scale Factor Converg.
 SS1617;SPC MT       -   407,623.559   488,004.550   MT  0.99951519   -1 05 47.3
 SS1617;SPC MT       - 1,337,347.63  1,601,064.80   iFT  0.99951519   -1 05 47.3
 SS1617;UTM  12      - 5,306,155.467   500,078.695   MT  0.99960000   +0 00 02.8
 SS1617
 SS1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1617!SPC MT       -   0.99985340  x   0.99951519  =   0.99936866
 SS1617!UTM  12      -   0.99985340  x   0.99960000  =   0.99945346
 SS1617
 SS1617                          SUPERSEDED SURVEY CONTROL
 SS1617
 SS1617  NAD 83(1986)-  47 54 31.40817(N)    110 59 56.18426(W) AD(       ) 3
 SS1617  NGVD 29 (05/18/92)  949.5    (m)         3115.     (f) VERT ANG       
 SS1617
 SS1617.Superseded values are not recommended for survey control.
 SS1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1617.See file dsdata.txt to determine how the superseded data were derived.
 SS1617
 SS1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWU0007906155(NAD 83)
 SS1617_MARKER: DS = TRIANGULATION STATION DISK
 SS1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1617+STABILITY: SURFACE MOTION
 SS1617
 SS1617  HISTORY     - Date     Condition        Report By
 SS1617  HISTORY     - 1947     MONUMENTED       USGS
 SS1617
 SS1617                          STATION DESCRIPTION
 SS1617
 SS1617'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1617'STATION IS LOCATED 8 MI. N., 1 MI. W. OF CARTER, MONTANA, IN SEC. 20,
 SS1617'T 25 N, R 6 E, LOCATED IN SE. CORNER OF FENCE LINES WHERE E-W. FENCE
 SS1617'TIES INTO N-S. FENCE.
 SS1617'
 SS1617'STATION MARK--STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1617'STAMPED---KWLC-1 1947---.
 SS1617'
 SS1617'REFERENCE MARK NO. 1--PRECAST CONCRETE MONUMENT, DISTANCE OF 42.80
 SS1617'FT. N 88 DEGREES 49 MINUTES E.
 SS1617'
 SS1617'REFERENCE MARK NO. 2--PRECAST CONCRETE MONUMENT, DISTANCE OF 58.6
 SS1617'FT. S 11 DEGREES 19 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1618 ***********************************************************************
 SS1618  DESIGNATION -  KWMF 1
 SS1618  PID         -  SS1618
 SS1618  STATE/COUNTY-  MT/CHOUTEAU
 SS1618  USGS QUAD   -  ANTELOPE FLAT (1987)
 SS1618
 SS1618                         *CURRENT SURVEY CONTROL
 SS1618  ___________________________________________________________________
 SS1618* NAD 83(1992)-  47 47 06.60141(N)    111 07 48.71462(W)     ADJUSTED  
 SS1618* NAVD 88     -      1019.     (meters)    3343.     (feet)  SCALED    
 SS1618  ___________________________________________________________________
 SS1618  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 SS1618  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 SS1618
 SS1618  HORZ ORDER  -  THIRD
 SS1618
 SS1618.The horizontal coordinates were established by classical geodetic methods
 SS1618.and adjusted by the National Geodetic Survey in July 1992..
 SS1618
 SS1618.The orthometric height was scaled from a topographic map.
 SS1618
 SS1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 SS1618
 SS1618.The geoid height was determined by GEOID03.
 SS1618
 SS1618;                    North         East     Units Scale Factor Converg.
 SS1618;SPC MT       -   394,091.224   477,913.536   MT  0.99948365   -1 11 33.0
 SS1618;SPC MT       - 1,292,950.21  1,567,957.80   iFT  0.99948365   -1 11 33.0
 SS1618;UTM  12      - 5,292,431.091   490,247.524   MT  0.99960117   -0 05 47.1
 SS1618
 SS1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SS1618!SPC MT       -   0.99984261  x   0.99948365  =   0.99932634
 SS1618!UTM  12      -   0.99984261  x   0.99960117  =   0.99944384
 SS1618
 SS1618                          SUPERSEDED SURVEY CONTROL
 SS1618
 SS1618  NAD 83(1986)-  47 47 06.59967(N)    111 07 48.69403(W) AD(       ) 3
 SS1618
 SS1618.Superseded values are not recommended for survey control.
 SS1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1618.See file dsdata.txt to determine how the superseded data were derived.
 SS1618
 SS1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT9024892431(NAD 83)
 SS1618_MARKER: DS = TRIANGULATION STATION DISK
 SS1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1618+STABILITY: SURFACE MOTION
 SS1618
 SS1618  HISTORY     - Date     Condition        Report By
 SS1618  HISTORY     - 1947     MONUMENTED       USGS
 SS1618
 SS1618                          STATION DESCRIPTION
 SS1618
 SS1618'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SS1618'STATION IS LOCATED 8 MI. W. OF CARTER, MONTANA, IN SEC. 5, T 23 N,
 SS1618'R 5 E, STATION IS LOCATED ON HIGHEST POINT OF S. FENCE RIGHT-OF-WAY
 SS1618'OF E-W. COUNTY RD.
 SS1618'
 SS1618'STATION MARK-STANDARD TABLET CEMENTED IN CONCRETE MONUMENT,
 SS1618'STAMPED---KWMF-1 1947---.
 SS1618'
 SS1618'REFERENCE MARK NO. 1--PRECAST CONCRETE MONUMENT, DISTANCE OF 64.55 FT.
 SS1618'S 88 DEGREES 32 MINUTES W.
 SS1618'
 SS1618'REFERENCE MARK NO. 2--PRECAST CONCRETE MONUMENT, DISTANCE OF 60.85 FT.
 SS1618'N 03 DEGREES 34 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR1115 ***********************************************************************
 SR1115  DESIGNATION -  L 1
 SR1115  PID         -  SR1115
 SR1115  STATE/COUNTY-  MT/FERGUS
 SR1115  USGS QUAD   -  LEWISTOWN (1985)
 SR1115
 SR1115                         *CURRENT SURVEY CONTROL
 SR1115  ___________________________________________________________________
 SR1115* NAD 83(1992)-  47 03 05.73168(N)    109 27 14.09745(W)     ADJUSTED  
 SR1115* NAVD 88     -      1258.7    (meters)    4130.     (feet)  VERTCON   
 SR1115  ___________________________________________________________________
 SR1115  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 SR1115  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 SR1115
 SR1115  HORZ ORDER  -  SECOND
 SR1115
 SR1115.This mark is at Lewistown Municipal Airport (LWT)
 SR1115
 SR1115.The horizontal coordinates were established by classical geodetic methods
 SR1115.and adjusted by the National Geodetic Survey in July 1992..
 SR1115
 SR1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 SR1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SR1115
 SR1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 SR1115
 SR1115.The geoid height was determined by GEOID03.
 SR1115
 SR1115;                    North         East     Units Scale Factor Converg.
 SR1115;SPC MT       -   311,310.524   603,499.466   MT  0.99939287   +0 02 01.4
 SR1115;SPC MT       - 1,021,359.99  1,979,985.12   iFT  0.99939287   +0 02 01.4
 SR1115;UTM  12      - 5,212,057.212   617,427.735   MT  0.99976947   +1 07 54.5
 SR1115
 SR1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SR1115!SPC MT       -   0.99980473  x   0.99939287  =   0.99919772
 SR1115!UTM  12      -   0.99980473  x   0.99976947  =   0.99957425
 SR1115
 SR1115                          SUPERSEDED SURVEY CONTROL
 SR1115
 SR1115  NAD 83(1986)-  47 03 05.72799(N)    109 27 14.07722(W) AD(       ) 2
 SR1115  NAD 27      -  47 03 05.82500(N)    109 27 11.40900(W) AD(       ) 2
 SR1115  NGVD 29 (07/19/86) 1257.8    (m)         4127.     (f) VERT ANG       
 SR1115
 SR1115.Superseded values are not recommended for survey control.
 SR1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR1115.See file dsdata.txt to determine how the superseded data were derived.
 SR1115
 SR1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT1742812057(NAD 83)
 SR1115_MARKER: DD = SURVEY DISK
 SR1115_SETTING: 0 = UNSPECIFIED SETTING
 SR1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR1115
 SR1115  HISTORY     - Date     Condition        Report By
 SR1115  HISTORY     - UNK      MONUMENTED       USE
 SR1115  HISTORY     - 1949     GOOD             CGS
 SR1115  HISTORY     - 1969     GOOD             CGS
 SR1115  HISTORY     - 1972     GOOD             NGS
 SR1115  HISTORY     - 1976     MARK NOT FOUND   NGS
 SR1115  HISTORY     - 1980     GOOD             NGS
 SR1115
 SR1115                          STATION DESCRIPTION
 SR1115
 SR1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 SR1115'STATION IS 1-1/2 MILES SOUTHWEST OF LEWISTOWN, ON THE EAST
 SR1115'EDGE OF THE MUNICIPAL AIRPORT PROPERTY.  IT IS IN THE CENTER
 SR1115'OF AN EAST-WEST RUNWAY AND IN LINE WITH A SHORT NORTH-SOUTH
 SR1115'RUNWAY, APPROXIMATELY 1/2 MILE SOUTH OF U.S. HIGHWAY 87 AND 1/2
 SR1115'MILE NORTHEAST OF THE AIRPORT WATER TANK.
 SR1115'
 SR1115'TO REACH FROM THE COURTHOUSE IN LEWISTOWN, GO SOUTH ON U.S.
 SR1115'HIGHWAY 87 FOR 1.6 MILES TO THE ENTRANCE TO THE AIRPORT
 SR1115'ON THE LEFT, TURN LEFT AND PASS TO THE RIGHT OF THE AIRPORT
 SR1115'TICKET OFFICE, BEAR LEFT, SOUTHEAST, FOR 0.25 MILE TO THE
 SR1115'STATION.
 SR1115'
 SR1115'STATION IS A STANDARD UNITED STATES ENGINEERS DISK SET FLUSH
 SR1115'IN THE CENTER OF THE EAST-WEST RUNWAY AND THE DISK IS STAMPED
 SR1115'L1.  A TRAVERSE CONNECTION WAS MADE TO STATION PORT AND THE
 SR1115'DISTANCE WAS FOUND TO BE 679.072 METERS (2227.92 FEET).
 SR1115
 SR1115                          STATION RECOVERY (1969)
 SR1115
 SR1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SR1115'THIS TRAVERSE STATION IS LOCATED 1-1/2 MILES SOUTHWEST OF
 SR1115'LEWISTOWN, IN THE EASTERN SECTION OF THE LEWISTOWN MUNICIPAL
 SR1115'AIRPORT.  IT IS IN THE CENTER OF THE SOUTH ONE OF TWO EAST-WEST
 SR1115'TAXIWAYS AND ON THE CENTERLINE OF A SOUTHWEST TAXIWAY AND 6
 SR1115'FEET WEST OF THE EAST EDGE OF A SHORT NORTH-SOUTH TAXIWAY.
 SR1115'IT IS 33.6 FEET SOUTH OF THE JUNCTION OF THE EAST-WEST TAXIWAY
 SR1115'AND THE NORTH-SOUTH TAXI.  43 FEET NORTH OF THE JUNCTION OF
 SR1115'THE EAST-WEST TAXIWAY AND THE SOUTHEAST EDGE OF THE SOUTHWEST
 SR1115'TAXIWAY.  101.7 FEET EAST OF THE JUNCTION OF THE WEST EDGE OF
 SR1115'THE NORTH-SOUTH TAXIWAY AND THE NORTHWEST EDGE OF THE
 SR1115'SOUTHWEST TAXIWAY.
 SR1115'
 SR1115'TO REACH FROM THE COURTHOUSE IN LEWISTOWN, GO SOUTHWEST ON
 SR1115'U.S. HIGHWAY 87 FOR 0.6 MILE TO THE AIRPORT ROAD, TURN LEFT,
 SR1115'SOUTH AND GO FOR 1.0 TO WATER TANK AND ROAD RIGHT, TURN RIGHT
 SR1115'AND CONTINUE ON ROAD FOR 0.3 MILE ENTERING THE AIRPORT PROPER,
 SR1115'TURN LEFT ON THE TAXIWAY, NORTHEAST, AND GO APPROXIMATELY 0.3
 SR1115'MILE TO THE STATION IN THE CENTER OF THE JUNCTION OF THE 3
 SR1115'TAXIWAYS.
 SR1115'
 SR1115'THE STATION IS A STANDARD USE DISK SET FLUSH IN THE CENTER
 SR1115'OF THE TAXIWAYS AND THE DISK IS STAMPED L 1.  A TRAVERSE
 SR1115'CONNECTION WAS MADE TO STATION PORT 1949 AND THE DISTANCE WAS
 SR1115'FOUND TO BE 679.072 METERS.  (227.92 FEET)
 SR1115'
 SR1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 SR1115'SOUTHWEST OF LEWISTOWN
 SR1115
 SR1115                          STATION RECOVERY (1972)
 SR1115
 SR1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 SR1115'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SR1115'
 SR1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 SR1115'SOUTHWEST OF LEWISTOWN
 SR1115
 SR1115                          STATION RECOVERY (1976)
 SR1115
 SR1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 SR1115'STATION HAS BEEN COVERED BY A THIN LAYER OF ASPHALT.  MARK WAS NOT
 SR1115'SEARCHED FOR BUT MAY STILL BE THERE.
 SR1115'
 SR1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEWISTOWN
 SR1115'MUNICIPAL AIRPORT.
 SR1115
 SR1115                          STATION RECOVERY (1980)
 SR1115
 SR1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 SR1115'STATION IS 1.5 MILES SOUTHWEST OF LEWISTOWN ON THE EAST END OF THE
 SR1115'LEWISTOWN MUNICIPAL AIRPORT.  IT IS 538 FEET SOUTH OF RUNWAY END
 SR1115'25.  107 FEET EAST OF THE LAST TAXIWAY LIGHT ON THE NORTH SIDE OF
 SR1115'THE NORTHEAST-SOUTHWEST TAXIWAYS STRAIGHT SECTION.  55 FEET SOUTH OF
 SR1115'THE FIRST TAXIWAY LIGHT ON THE EAST SIDE OF THE NORTH-SOUTH
 SR1115'TAXIWAY.  52 FEET NORTH OF THE LAST TAXIWAY LIGHT ON THE SOUTH SIDE
 SR1115'OF THE NORTHEAST-SOUTHWEST TAXIWAY AND 6 FEET WEST OF THE
 SR1115'LINE OF THE EAST SIDE OF THE NORTH-SOUTH TAXIWAY EXTENDED.
 SR1115'
 SR1115'TO REACH FROM THE COURTHOUSE IN LEWISTOWN, GO WEST ON U.S. HIGHWAY 87
 SR1115'FOR 0.65 MILE TO A PAVED ROAD ON THE LEFT.  TURN LEFT FOR 1.1 MILES
 SR1115'TO A ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED 0.3 MILE TO THE
 SR1115'NORTHEAST-SOUTHWEST TAXIWAY.  TURN RIGHT AND PROCEED 0.3 MILE TO
 SR1115'THE STATION.
 SR1115'
 SR1115'STATION IS A STANDARD UNITED STATES ENGINEERS DISK STAMPED L 1 AND
 SR1115'SET FLUSH IN THE TAXIWAY.
 SR1115'
 SR1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES WEST OF
 SR1115'LEWISTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0607 ***********************************************************************
 RV0607  DESIGNATION -  L 10 R
 RV0607  PID         -  RV0607
 RV0607  STATE/COUNTY-  MT/FERGUS
 RV0607  USGS QUAD   -  BUFFALO (1970)
 RV0607
 RV0607                         *CURRENT SURVEY CONTROL
 RV0607  ___________________________________________________________________
 RV0607* NAD 83(1986)-  46 47 50.     (N)    109 45 22.     (W)     SCALED    
 RV0607* NAVD 88     -      1327.186  (meters)    4354.28   (feet)  ADJUSTED  
 RV0607  ___________________________________________________________________
 RV0607  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 RV0607  DYNAMIC HT  -        1326.950 (meters)    4353.50  (feet)  COMP
 RV0607  MODELED GRAV-     980,389.5   (mgal)                       NAVD 88
 RV0607
 RV0607  VERT ORDER  -  FIRST     CLASS II
 RV0607
 RV0607.The horizontal coordinates were scaled from a topographic map and have
 RV0607.an estimated accuracy of +/- 6 seconds.
 RV0607
 RV0607.The orthometric height was determined by differential leveling
 RV0607.and adjusted by the National Geodetic Survey in June 1991..
 RV0607
 RV0607.The geoid height was determined by GEOID03.
 RV0607
 RV0607.The dynamic height is computed by dividing the NAVD 88
 RV0607.geopotential number by the normal gravity value computed on the
 RV0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0607.degrees latitude (g = 980.6199 gals.).
 RV0607
 RV0607.The modeled gravity was interpolated from observed gravity values.
 RV0607
 RV0607;                    North         East    Units  Estimated Accuracy
 RV0607;SPC MT       -   283,080.      580,460.      MT  (+/- 180 meters Scaled)
 RV0607
 RV0607                          SUPERSEDED SURVEY CONTROL
 RV0607
 RV0607.No superseded survey control is available for this station.
 RV0607
 RV0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS949833(NAD 83)
 RV0607_MARKER: DS = TRIANGULATION STATION DISK
 RV0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0607_STAMPING: L 10 R 1961
 RV0607_MARK LOGO: CGS   
 RV0607_PROJECTION: FLUSH
 RV0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0607+STABILITY: SURFACE MOTION
 RV0607
 RV0607  HISTORY     - Date     Condition        Report By
 RV0607  HISTORY     - 1961     MONUMENTED       CGS
 RV0607  HISTORY     - 1980     GOOD             NGS
 RV0607
 RV0607                          STATION DESCRIPTION
 RV0607
 RV0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0607'3.35 MI N FROM GARNEILL.
 RV0607'3.35 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT GARNEILL,
 RV0607'0.1 MILE SOUTH OF THE JUNCTION OF A ROAD, AT A JOG IN THE FENCE LINE,
 RV0607'65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 48 1/2 FEET NORTHWEST
 RV0607'OF L 10 R R.M. 2, 24 FEET WEST OF L 10 R R.M. 1, 14 FEET
 RV0607'EAST-SOUTHEAST OF A FENCE CORNER, 5 1/2 FEET SOUTH OF A FENCE, 5.3
 RV0607'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 RV0607'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 RV0607
 RV0607                          STATION RECOVERY (1980)
 RV0607
 RV0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0607'14.0 KM (8.7 MI) NORTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE IN
 RV0607'JUDITH GAP, AT A JOG IN THE FENCE, 24.4 METERS (80.0 FT) EAST OF THE
 RV0607'CENTERLINE OF THE HIGHWAY AND 1.5 METERS (5.0 FT) SOUTH OF A FENCE.
 RV0607'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 RV0607'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0604 ***********************************************************************
 RV0604  DESIGNATION -  L 10 R AZ MK
 RV0604  PID         -  RV0604
 RV0604  STATE/COUNTY-  MT/FERGUS
 RV0604  USGS QUAD   -  BUFFALO (1970)
 RV0604
 RV0604                         *CURRENT SURVEY CONTROL
 RV0604  ___________________________________________________________________
 RV0604* NAD 83(1986)-  46 47 16.     (N)    109 45 22.     (W)     SCALED    
 RV0604* NAVD 88     -      1336.837  (meters)    4385.94   (feet)  ADJUSTED  
 RV0604  ___________________________________________________________________
 RV0604  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 RV0604  DYNAMIC HT  -        1336.598 (meters)    4385.16  (feet)  COMP
 RV0604  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 RV0604
 RV0604  VERT ORDER  -  FIRST     CLASS II
 RV0604
 RV0604.The horizontal coordinates were scaled from a topographic map and have
 RV0604.an estimated accuracy of +/- 6 seconds.
 RV0604
 RV0604.The orthometric height was determined by differential leveling
 RV0604.and adjusted by the National Geodetic Survey in June 1991..
 RV0604
 RV0604.The geoid height was determined by GEOID03.
 RV0604
 RV0604.The dynamic height is computed by dividing the NAVD 88
 RV0604.geopotential number by the normal gravity value computed on the
 RV0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0604.degrees latitude (g = 980.6199 gals.).
 RV0604
 RV0604.The modeled gravity was interpolated from observed gravity values.
 RV0604
 RV0604;                    North         East    Units  Estimated Accuracy
 RV0604;SPC MT       -   282,030.      580,460.      MT  (+/- 180 meters Scaled)
 RV0604
 RV0604                          SUPERSEDED SURVEY CONTROL
 RV0604
 RV0604.No superseded survey control is available for this station.
 RV0604
 RV0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS949823(NAD 83)
 RV0604_MARKER: DZ = AZIMUTH MARK DISK
 RV0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0604_STAMPING: L 10 R 1961
 RV0604_MARK LOGO: CGS   
 RV0604_PROJECTION: PROJECTING 8 CENTIMETERS
 RV0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0604+STABILITY: SURFACE MOTION
 RV0604
 RV0604  HISTORY     - Date     Condition        Report By
 RV0604  HISTORY     - 1961     MONUMENTED       CGS
 RV0604  HISTORY     - 1980     GOOD             NGS
 RV0604
 RV0604                          STATION DESCRIPTION
 RV0604
 RV0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0604'2.75 MI N FROM GARNEILL.
 RV0604'2.75 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT GARNEILL,
 RV0604'AT THE CREST OF A HILL, 100 FEET EAST OF THE CENTER LINE OF THE
 RV0604'HIGHWAY, 71 1/2 FEET SOUTHEAST OF A TELEPHONE POLE WITH TWO GUY WIRES,
 RV0604'1 FOOT WEST OF A FENCE, 2 1/2 FEET NORTH OF A WITNESS POST, ABOUT 8
 RV0604'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RV0604'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RV0604
 RV0604                          STATION RECOVERY (1980)
 RV0604
 RV0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0604'13.0 KM (8.05 MI) NORTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE IN
 RV0604'JUDITH GAP, 29.6 METERS (97.0 FT) EAST OF THE CENTERLINE OF THE
 RV0604'HIGHWAY, 20.4 METERS (67.0 FT) EAST-SOUTHEAST OF A UTILITY POLE AND
 RV0604'0.3 METER (1.0 FT) WEST OF A FENCE.
 RV0604'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RV0604'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0606 ***********************************************************************
 RV0606  DESIGNATION -  L 10 R RM 1
 RV0606  PID         -  RV0606
 RV0606  STATE/COUNTY-  MT/FERGUS
 RV0606  USGS QUAD   -  BUFFALO (1970)
 RV0606
 RV0606                         *CURRENT SURVEY CONTROL
 RV0606  ___________________________________________________________________
 RV0606* NAD 83(1986)-  46 47 51.     (N)    109 45 23.     (W)     SCALED    
 RV0606* NAVD 88     -      1327.168  (meters)    4354.22   (feet)  ADJUSTED  
 RV0606  ___________________________________________________________________
 RV0606  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 RV0606  DYNAMIC HT  -        1326.933 (meters)    4353.45  (feet)  COMP
 RV0606  MODELED GRAV-     980,389.6   (mgal)                       NAVD 88
 RV0606
 RV0606  VERT ORDER  -  FIRST     CLASS II
 RV0606
 RV0606.The horizontal coordinates were scaled from a topographic map and have
 RV0606.an estimated accuracy of +/- 6 seconds.
 RV0606
 RV0606.The orthometric height was determined by differential leveling
 RV0606.and adjusted by the National Geodetic Survey in June 1991..
 RV0606
 RV0606.The geoid height was determined by GEOID03.
 RV0606
 RV0606.The dynamic height is computed by dividing the NAVD 88
 RV0606.geopotential number by the normal gravity value computed on the
 RV0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0606.degrees latitude (g = 980.6199 gals.).
 RV0606
 RV0606.The modeled gravity was interpolated from observed gravity values.
 RV0606
 RV0606;                    North         East    Units  Estimated Accuracy
 RV0606;SPC MT       -   283,110.      580,440.      MT  (+/- 180 meters Scaled)
 RV0606
 RV0606                          SUPERSEDED SURVEY CONTROL
 RV0606
 RV0606.No superseded survey control is available for this station.
 RV0606
 RV0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS949834(NAD 83)
 RV0606_MARKER: DR = REFERENCE MARK DISK
 RV0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0606_STAMPING: L 10 R NO 1 1961
 RV0606_MARK LOGO: CGS   
 RV0606_PROJECTION: FLUSH
 RV0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0606+STABILITY: SURFACE MOTION
 RV0606
 RV0606  HISTORY     - Date     Condition        Report By
 RV0606  HISTORY     - 1961     MONUMENTED       CGS
 RV0606  HISTORY     - 1980     GOOD             NGS
 RV0606
 RV0606                          STATION DESCRIPTION
 RV0606
 RV0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0606'3.35 MI N FROM GARNEILL.
 RV0606'3.35 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT GARNEILL,
 RV0606'89 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF L 10 R
 RV0606'TRIANGULATION STATION, 39 FEET NORTH-NORTHWEST OF L 10 R R.M. 2, 11
 RV0606'1/2 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, ABOUT LEVEL
 RV0606'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 RV0606'FOOT ABOVE THE GROUND.
 RV0606
 RV0606                          STATION RECOVERY (1980)
 RV0606
 RV0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0606'14.0 KM (8.7 MI) NORTH ALONG U.S. HIGHWAY 191 FROM THE POST OFFICE IN
 RV0606'JUDITH GAP, AT A JOG IN THE FENCE, 33.5 METERS (110.0 FT) EAST OF THE
 RV0606'CENTERLINE OF THE HIGHWAY, 5.2 METERS (17.0 FT) WEST OF A FENCE, AND
 RV0606'0.3 METER (1.0 FT) SOUTH OF A FENCE.
 RV0606'THE MARK IS 10.0 METERS  E FROM A WITNESS POST.
 RV0606'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0605 ***********************************************************************
 RV0605  DESIGNATION -  L 10 R RM 2
 RV0605  PID         -  RV0605
 RV0605  STATE/COUNTY-  MT/FERGUS
 RV0605  USGS QUAD   -  BUFFALO (1970)
 RV0605
 RV0605                         *CURRENT SURVEY CONTROL
 RV0605  ___________________________________________________________________
 RV0605* NAD 83(1986)-  46 47 50.     (N)    109 45 23.     (W)     SCALED    
 RV0605* NAVD 88     -      1326.904  (meters)    4353.35   (feet)  ADJUSTED  
 RV0605  ___________________________________________________________________
 RV0605  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 RV0605  DYNAMIC HT  -        1326.669 (meters)    4352.58  (feet)  COMP
 RV0605  MODELED GRAV-     980,389.5   (mgal)                       NAVD 88
 RV0605
 RV0605  VERT ORDER  -  SECOND    CLASS 0
 RV0605
 RV0605.The horizontal coordinates were scaled from a topographic map and have
 RV0605.an estimated accuracy of +/- 6 seconds.
 RV0605
 RV0605.The orthometric height was determined by differential leveling
 RV0605.and adjusted by the National Geodetic Survey in June 1991..
 RV0605
 RV0605.The geoid height was determined by GEOID03.
 RV0605
 RV0605.The dynamic height is computed by dividing the NAVD 88
 RV0605.geopotential number by the normal gravity value computed on the
 RV0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0605.degrees latitude (g = 980.6199 gals.).
 RV0605
 RV0605.The modeled gravity was interpolated from observed gravity values.
 RV0605
 RV0605;                    North         East    Units  Estimated Accuracy
 RV0605;SPC MT       -   283,080.      580,440.      MT  (+/- 180 meters Scaled)
 RV0605
 RV0605                          SUPERSEDED SURVEY CONTROL
 RV0605
 RV0605  NGVD 29 (??/??/92) 1325.98   (m)         4350.3    (f) COMPUTED    2 0
 RV0605
 RV0605.Superseded values are not recommended for survey control.
 RV0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0605.See file dsdata.txt to determine how the superseded data were derived.
 RV0605
 RV0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS949833(NAD 83)
 RV0605_MARKER: DR = REFERENCE MARK DISK
 RV0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0605_STAMPING: L 10 R NO 2 1961
 RV0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0605+STABILITY: SURFACE MOTION
 RV0605
 RV0605  HISTORY     - Date     Condition        Report By
 RV0605  HISTORY     - 1961     MONUMENTED       CGS
 RV0605
 RV0605                          STATION DESCRIPTION
 RV0605
 RV0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0605'3.35 MI N FROM GARNEILL.
 RV0605'3.35 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT GARNEILL,
 RV0605'99 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 48.5 FEET SOUTHEAST OF
 RV0605'L 10 R TRIANGULATION STATION, 39 FEET SOUTH-SOUTHEAST OF L 10 R R.M.
 RV0605'1, 38 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, ABOUT
 RV0605'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RV0605'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0422 ***********************************************************************
 ST0422  DESIGNATION -  L 100
 ST0422  PID         -  ST0422
 ST0422  STATE/COUNTY-  MT/MISSOULA
 ST0422  USGS QUAD   -  SEELEY LAKE WEST (1965)
 ST0422
 ST0422                         *CURRENT SURVEY CONTROL
 ST0422  ___________________________________________________________________
 ST0422* NAD 83(1986)-  47 13 33.     (N)    113 31 34.     (W)     SCALED    
 ST0422* NAVD 88     -      1227.822  (meters)    4028.28   (feet)  ADJUSTED  
 ST0422  ___________________________________________________________________
 ST0422  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 ST0422  DYNAMIC HT  -        1227.602 (meters)    4027.56  (feet)  COMP
 ST0422  MODELED GRAV-     980,392.1   (mgal)                       NAVD 88
 ST0422
 ST0422  VERT ORDER  -  SECOND    CLASS 0
 ST0422
 ST0422.The horizontal coordinates were scaled from a topographic map and have
 ST0422.an estimated accuracy of +/- 6 seconds.
 ST0422
 ST0422.The orthometric height was determined by differential leveling
 ST0422.and adjusted by the National Geodetic Survey in June 1991..
 ST0422
 ST0422.The geoid height was determined by GEOID03.
 ST0422
 ST0422.The dynamic height is computed by dividing the NAVD 88
 ST0422.geopotential number by the normal gravity value computed on the
 ST0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0422.degrees latitude (g = 980.6199 gals.).
 ST0422
 ST0422.The modeled gravity was interpolated from observed gravity values.
 ST0422
 ST0422;                    North         East    Units  Estimated Accuracy
 ST0422;SPC MT       -   338,500.      295,400.      MT  (+/- 180 meters Scaled)
 ST0422
 ST0422                          SUPERSEDED SURVEY CONTROL
 ST0422
 ST0422  NGVD 29 (??/??/92) 1226.658  (m)         4024.46   (f) ADJ UNCH    2 0
 ST0422
 ST0422.Superseded values are not recommended for survey control.
 ST0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0422.See file dsdata.txt to determine how the superseded data were derived.
 ST0422
 ST0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT087333(NAD 83)
 ST0422_MARKER: DB = BENCH MARK DISK
 ST0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0422_STAMPING: L 100 1934
 ST0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0422+STABILITY: SURFACE MOTION
 ST0422
 ST0422  HISTORY     - Date     Condition        Report By
 ST0422  HISTORY     - 1934     MONUMENTED       CGS
 ST0422
 ST0422                          STATION DESCRIPTION
 ST0422
 ST0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ST0422'0.5 MI S FROM SEELEY LAKE.
 ST0422'0.5 MILE SOUTH ALONG STATE HIGHWAY 31 FROM SEELEY LAKE, 0.4 MILE NORTH
 ST0422'OF SEELEY LAKE SCHOOL, IN A CLEARING, AND ABOUT 50 FEET WEST OF THE
 ST0422'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 100 1934 AND
 ST0422'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0270 ***********************************************************************
 SU0270  DESIGNATION -  L 101
 SU0270  PID         -  SU0270
 SU0270  STATE/COUNTY-  MT/SANDERS
 SU0270  USGS QUAD   -  BALDY LAKE (1964)
 SU0270
 SU0270                         *CURRENT SURVEY CONTROL
 SU0270  ___________________________________________________________________
 SU0270* NAD 83(1986)-  47 31 17.     (N)    114 46 50.     (W)     SCALED    
 SU0270* NAVD 88     -      1096.506  (meters)    3597.45   (feet)  ADJUSTED  
 SU0270  ___________________________________________________________________
 SU0270  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 SU0270  DYNAMIC HT  -        1096.419 (meters)    3597.17  (feet)  COMP
 SU0270  MODELED GRAV-     980,495.2   (mgal)                       NAVD 88
 SU0270
 SU0270  VERT ORDER  -  SECOND    CLASS 0
 SU0270
 SU0270.The horizontal coordinates were scaled from a topographic map and have
 SU0270.an estimated accuracy of +/- 6 seconds.
 SU0270
 SU0270.The orthometric height was determined by differential leveling
 SU0270.and adjusted by the National Geodetic Survey in June 1991..
 SU0270
 SU0270.The geoid height was determined by GEOID03.
 SU0270
 SU0270.The dynamic height is computed by dividing the NAVD 88
 SU0270.geopotential number by the normal gravity value computed on the
 SU0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0270.degrees latitude (g = 980.6199 gals.).
 SU0270
 SU0270.The modeled gravity was interpolated from observed gravity values.
 SU0270
 SU0270;                    North         East    Units  Estimated Accuracy
 SU0270;SPC MT       -   376,900.      202,830.      MT  (+/- 180 meters Scaled)
 SU0270
 SU0270                          SUPERSEDED SURVEY CONTROL
 SU0270
 SU0270  NGVD 29 (??/??/92) 1095.344  (m)         3593.64   (f) ADJ UNCH    2 0
 SU0270
 SU0270.Superseded values are not recommended for survey control.
 SU0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0270.See file dsdata.txt to determine how the superseded data were derived.
 SU0270
 SU0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN670654(NAD 83)
 SU0270_MARKER: DB = BENCH MARK DISK
 SU0270_SETTING: 66 = SET IN ROCK OUTCROP
 SU0270_SP_SET: ROCK
 SU0270_STAMPING: L 101 1934
 SU0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0270+STABILITY: POSITION/ELEVATION WELL
 SU0270
 SU0270  HISTORY     - Date     Condition        Report By
 SU0270  HISTORY     - 1934     MONUMENTED       CGS
 SU0270  HISTORY     - 1956     GOOD             USGS
 SU0270
 SU0270                          STATION DESCRIPTION
 SU0270
 SU0270'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SU0270'8.3 MI NE FROM PLAINS.
 SU0270'8.3 MILES NORTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 28 FROM THE
 SU0270'NORTHERN PACIFIC RAILWAY STATION AT PLAINS, SANDERS COUNTY, 35 YARDS
 SU0270'SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, 13 YARDS NORTH OF THE
 SU0270'CENTERLINE OF AN OLD ROAD, 12 FEET EAST OF A 2-FOOT PINE TREE AND A
 SU0270'ROCK CAIRN, AND IN THE TOP OF A ROCK.  A STANDARD DISK, STAMPED L 101
 SU0270'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0241 ***********************************************************************
 QX0241  DESIGNATION -  L 102
 QX0241  PID         -  QX0241
 QX0241  STATE/COUNTY-  MT/GALLATIN
 QX0241  USGS QUAD   -  BOZEMAN (1987)
 QX0241
 QX0241                         *CURRENT SURVEY CONTROL
 QX0241  ___________________________________________________________________
 QX0241* NAD 83(1986)-  45 38 06.     (N)    111 02 56.     (W)     SCALED    
 QX0241* NAVD 88     -      1539.441  (meters)    5050.65   (feet)  ADJUSTED  
 QX0241  ___________________________________________________________________
 QX0241  GEOID HEIGHT-         -10.75  (meters)                     GEOID03
 QX0241  DYNAMIC HT  -        1538.854 (meters)    5048.72  (feet)  COMP
 QX0241  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 QX0241
 QX0241  VERT ORDER  -  FIRST     CLASS II
 QX0241
 QX0241.The horizontal coordinates were scaled from a topographic map and have
 QX0241.an estimated accuracy of +/- 6 seconds.
 QX0241
 QX0241.The orthometric height was determined by differential leveling
 QX0241.and adjusted by the National Geodetic Survey in June 1991..
 QX0241
 QX0241.The geoid height was determined by GEOID03.
 QX0241
 QX0241.The dynamic height is computed by dividing the NAVD 88
 QX0241.geopotential number by the normal gravity value computed on the
 QX0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0241.degrees latitude (g = 980.6199 gals.).
 QX0241
 QX0241.The modeled gravity was interpolated from observed gravity values.
 QX0241
 QX0241;                    North         East    Units  Estimated Accuracy
 QX0241;SPC MT       -   155,120.      479,280.      MT  (+/- 180 meters Scaled)
 QX0241
 QX0241                          SUPERSEDED SURVEY CONTROL
 QX0241
 QX0241  NGVD 29 (??/??/92) 1538.198  (m)         5046.57   (f) ADJ UNCH    1 2
 QX0241
 QX0241.Superseded values are not recommended for survey control.
 QX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0241.See file dsdata.txt to determine how the superseded data were derived.
 QX0241
 QX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR961534(NAD 83)
 QX0241_MARKER: DB = BENCH MARK DISK
 QX0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0241_STAMPING: L 102 1934
 QX0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0241+STABILITY: SURFACE MOTION
 QX0241
 QX0241  HISTORY     - Date     Condition        Report By
 QX0241  HISTORY     - 1934     MONUMENTED       CGS
 QX0241  HISTORY     - 1960     GOOD             NGS
 QX0241  HISTORY     - 1982     GOOD             NGS
 QX0241
 QX0241                          STATION DESCRIPTION
 QX0241
 QX0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0241'3.3 MI S FROM BOZEMAN.
 QX0241'ABOUT 3.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QX0241'PACIFIC RAILROAD FROM THE FREIGHT STATION AT BOZEMAN, IN SECTION 25, T
 QX0241'2 S, R 5 E, 73 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 21
 QX0241'FEET EAST OF THE EAST RAIL, 47 FEET NORTH OF THE CENTER LINE OF AN
 QX0241'EAST-WEST ROAD, 25 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 QX0241'NORTH, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 QX0241'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 QX0241'GROUND.
 QX0241
 QX0241                          STATION RECOVERY (1982)
 QX0241
 QX0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QX0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0301 ***********************************************************************
 QX0301  DESIGNATION -  L 103
 QX0301  PID         -  QX0301
 QX0301  STATE/COUNTY-  MT/GALLATIN
 QX0301  USGS QUAD   -  LONE INDIAN PEAK (1986)
 QX0301
 QX0301                         *CURRENT SURVEY CONTROL
 QX0301  ___________________________________________________________________
 QX0301* NAD 83(1986)-  45 09 25.     (N)    111 14 48.     (W)     SCALED    
 QX0301* NAVD 88     -      1919.792  (meters)    6298.52   (feet)  ADJUSTED  
 QX0301  ___________________________________________________________________
 QX0301  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 QX0301  DYNAMIC HT  -        1918.785 (meters)    6295.21  (feet)  COMP
 QX0301  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 QX0301
 QX0301  VERT ORDER  -  SECOND    CLASS 0
 QX0301
 QX0301.The horizontal coordinates were scaled from a topographic map and have
 QX0301.an estimated accuracy of +/- 6 seconds.
 QX0301
 QX0301.The orthometric height was determined by differential leveling
 QX0301.and adjusted by the National Geodetic Survey in June 1991..
 QX0301
 QX0301.The geoid height was determined by GEOID03.
 QX0301
 QX0301.The dynamic height is computed by dividing the NAVD 88
 QX0301.geopotential number by the normal gravity value computed on the
 QX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0301.degrees latitude (g = 980.6199 gals.).
 QX0301
 QX0301.The modeled gravity was interpolated from observed gravity values.
 QX0301
 QX0301;                    North         East    Units  Estimated Accuracy
 QX0301;SPC MT       -   102,340.      462,680.      MT  (+/- 180 meters Scaled)
 QX0301
 QX0301                          SUPERSEDED SURVEY CONTROL
 QX0301
 QX0301  NGVD 29 (??/??/92) 1918.26   (m)         6293.5    (f) COMPUTED    2 0
 QX0301
 QX0301.Superseded values are not recommended for survey control.
 QX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0301.See file dsdata.txt to determine how the superseded data were derived.
 QX0301
 QX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR806004(NAD 83)
 QX0301_MARKER: DB = BENCH MARK DISK
 QX0301_SETTING: 66 = SET IN ROCK OUTCROP
 QX0301_SP_SET: ROCK
 QX0301_STAMPING: L 103 1934
 QX0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0301+STABILITY: POSITION/ELEVATION WELL
 QX0301
 QX0301  HISTORY     - Date     Condition        Report By
 QX0301  HISTORY     - 1934     MONUMENTED       CGS
 QX0301  HISTORY     - 1960     MARK NOT FOUND   NGS
 QX0301
 QX0301                          STATION DESCRIPTION
 QX0301
 QX0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QX0301'4.3 MI N FROM ELDRIDGE.
 QX0301'4.3 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ELDRIDGE, GALLANTIN
 QX0301'COUNTY, IN A ROCK, AND 21 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.
 QX0301'A STANDARD DISK, STAMPED L 103 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0713 ***********************************************************************
 SS0713  DESIGNATION -  L 10=40 CAP
 SS0713  PID         -  SS0713
 SS0713  STATE/COUNTY-  MT/CASCADE
 SS0713  USGS QUAD   -  SOUTHWEST GREAT FALL (1994)
 SS0713
 SS0713                         *CURRENT SURVEY CONTROL
 SS0713  ___________________________________________________________________
 SS0713* NAD 83(1986)-  47 26 10.     (N)    111 21 23.     (W)     SCALED    
 SS0713* NAVD 88     -      1045.964  (meters)    3431.63   (feet)  ADJUSTED  
 SS0713  ___________________________________________________________________
 SS0713  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 SS0713  DYNAMIC HT  -        1045.873 (meters)    3431.34  (feet)  COMP
 SS0713  MODELED GRAV-     980,490.3   (mgal)                       NAVD 88
 SS0713
 SS0713  VERT ORDER  -  FIRST     CLASS II
 SS0713
 SS0713.The horizontal coordinates were scaled from a topographic map and have
 SS0713.an estimated accuracy of +/- 6 seconds.
 SS0713
 SS0713.The orthometric height was determined by differential leveling
 SS0713.and adjusted by the National Geodetic Survey in June 1991..
 SS0713
 SS0713.The geoid height was determined by GEOID03.
 SS0713
 SS0713.The dynamic height is computed by dividing the NAVD 88
 SS0713.geopotential number by the normal gravity value computed on the
 SS0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0713.degrees latitude (g = 980.6199 gals.).
 SS0713
 SS0713.The modeled gravity was interpolated from observed gravity values.
 SS0713
 SS0713;                    North         East    Units  Estimated Accuracy
 SS0713;SPC MT       -   355,690.      460,060.      MT  (+/- 180 meters Scaled)
 SS0713
 SS0713                          SUPERSEDED SURVEY CONTROL
 SS0713
 SS0713  NGVD 29 (??/??/92) 1045.035  (m)         3428.59   (f) ADJ UNCH    1 2
 SS0713
 SS0713.Superseded values are not recommended for survey control.
 SS0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0713.See file dsdata.txt to determine how the superseded data were derived.
 SS0713
 SS0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT731536(NAD 83)
 SS0713_MARKER: P = PIPE CAP
 SS0713_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0713_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0713
 SS0713  HISTORY     - Date     Condition        Report By
 SS0713  HISTORY     - UNK      MONUMENTED       MORC
 SS0713  HISTORY     - 1961     GOOD             NGS
 SS0713
 SS0713                          STATION DESCRIPTION
 SS0713
 SS0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0713'5.75 MI SW FROM GREAT FALLS.
 SS0713'5.75 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0713'AT GREAT FALLS, ABOUT 650 FEET NORTHWEST OF THE BANK OF THE RIVER, 48
 SS0713'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 112 FEET NORTHWEST OF THE CENTER
 SS0713'LINE OF A GRAVELED ROAD, 14 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 SS0713'WOODEN GATE, 0.3 FOOT NORTHWEST OF A FENCE, 1 FOOT NORTH OF A WITNESS
 SS0713'POST, ABOUT LEVEL WITH THE TRACK, A CAP BOLTED ON THE TOP OF A 4-INCH
 SS0713'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0257 ***********************************************************************
 TL0257  DESIGNATION -  L 11
 TL0257  PID         -  TL0257
 TL0257  STATE/COUNTY-  MT/PONDERA
 TL0257  USGS QUAD   -  CONRAD (1967)
 TL0257
 TL0257                         *CURRENT SURVEY CONTROL
 TL0257  ___________________________________________________________________
 TL0257* NAD 83(1986)-  48 09 37.     (N)    111 57 00.     (W)     SCALED    
 TL0257* NAVD 88     -      1073.467  (meters)    3521.87   (feet)  POSTED    
 TL0257  ___________________________________________________________________
 TL0257  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 TL0257  DYNAMIC HT  -        1073.480 (meters)    3521.91  (feet)  COMP
 TL0257  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 TL0257
 TL0257  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TL0257
 TL0257.The horizontal coordinates were scaled from a topographic map and have
 TL0257.an estimated accuracy of +/- 6 seconds.
 TL0257
 TL0257.The orthometric height was determined by differential leveling
 TL0257.and adjusted by the National Geodetic Survey in 1992..
 TL0257.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TL0257.rate of 1.1 thru 2.0 mm/km.
 TL0257
 TL0257.The geoid height was determined by GEOID03.
 TL0257
 TL0257.The dynamic height is computed by dividing the NAVD 88
 TL0257.geopotential number by the normal gravity value computed on the
 TL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0257.degrees latitude (g = 980.6199 gals.).
 TL0257
 TL0257.The modeled gravity was interpolated from observed gravity values.
 TL0257
 TL0257;                    North         East    Units  Estimated Accuracy
 TL0257;SPC MT       -   437,360.      417,840.      MT  (+/- 180 meters Scaled)
 TL0257
 TL0257                          SUPERSEDED SURVEY CONTROL
 TL0257
 TL0257  NGVD 29 (??/??/92) 1072.511  (m)         3518.73   (f) ADJ UNCH    1 2
 TL0257
 TL0257.Superseded values are not recommended for survey control.
 TL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0257.See file dsdata.txt to determine how the superseded data were derived.
 TL0257
 TL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU293345(NAD 83)
 TL0257_MARKER: P = PIPE CAP
 TL0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0257_STAMPING: 3516.730 L 11
 TL0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0257
 TL0257  HISTORY     - Date     Condition        Report By
 TL0257  HISTORY     - UNK      MONUMENTED       CGS
 TL0257  HISTORY     - 1934     GOOD             NGS
 TL0257  HISTORY     - 1978     GOOD             NGS
 TL0257
 TL0257                          STATION DESCRIPTION
 TL0257
 TL0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0257'0.5 MI S FROM CONRAD.
 TL0257'ABOUT 1/2 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TL0257'AT CONRAD, PONDERA COUNTY, AT MILEPOST 68, BETWEEN THE HIGHWAY AND THE
 TL0257'TRACK, WEST OF THE TRACK, AND IN LINE WITH THE FIRST ROW OF POLES. A
 TL0257'STANDARD CAP, STAMPED 3516.730 L 11 AND FASTENED ON THE TOP OF A
 TL0257'3-1/2-INCH IRON PIPE.
 TL0257
 TL0257                          STATION RECOVERY (1978)
 TL0257
 TL0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TL0257'ADD=40.7 FEET SOUTHWEST OF MILE POST 68, 41.9 FEET WEST OF THE WEST
 TL0257'RAIL OF THE TRACK AND 54 FEET EAST OF THE CENTERLINE OF HIGHWAY 219.
 TL0257'NOTE=NOT LEVELED TO IN 1979 SURVEY, OFF THE MAIN LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0495 ***********************************************************************
 RV0495  DESIGNATION -  L 11 Q
 RV0495  PID         -  RV0495
 RV0495  STATE/COUNTY-  MT/FERGUS
 RV0495  USGS QUAD   -  SIPPLE (1970)
 RV0495
 RV0495                         *CURRENT SURVEY CONTROL
 RV0495  ___________________________________________________________________
 RV0495* NAD 83(1986)-  46 53 46.     (N)    109 45 45.     (W)     SCALED    
 RV0495* NAVD 88     -      1270.568  (meters)    4168.52   (feet)  ADJUSTED  
 RV0495  ___________________________________________________________________
 RV0495  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 RV0495  DYNAMIC HT  -        1270.360 (meters)    4167.84  (feet)  COMP
 RV0495  MODELED GRAV-     980,406.1   (mgal)                       NAVD 88
 RV0495
 RV0495  VERT ORDER  -  FIRST     CLASS II
 RV0495
 RV0495.The horizontal coordinates were scaled from a topographic map and have
 RV0495.an estimated accuracy of +/- 6 seconds.
 RV0495
 RV0495.The orthometric height was determined by differential leveling
 RV0495.and adjusted by the National Geodetic Survey in June 1991..
 RV0495
 RV0495.The geoid height was determined by GEOID03.
 RV0495
 RV0495.The dynamic height is computed by dividing the NAVD 88
 RV0495.geopotential number by the normal gravity value computed on the
 RV0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0495.degrees latitude (g = 980.6199 gals.).
 RV0495
 RV0495.The modeled gravity was interpolated from observed gravity values.
 RV0495
 RV0495;                    North         East    Units  Estimated Accuracy
 RV0495;SPC MT       -   294,070.      580,010.      MT  (+/- 180 meters Scaled)
 RV0495
 RV0495                          SUPERSEDED SURVEY CONTROL
 RV0495
 RV0495.No superseded survey control is available for this station.
 RV0495
 RV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS942943(NAD 83)
 RV0495_MARKER: DS = TRIANGULATION STATION DISK
 RV0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0495_STAMPING: L 11 Q 1961
 RV0495_MARK LOGO: CGS   
 RV0495_PROJECTION: PROJECTING 2 CENTIMETERS
 RV0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0495+STABILITY: SURFACE MOTION
 RV0495
 RV0495  HISTORY     - Date     Condition        Report By
 RV0495  HISTORY     - 1961     MONUMENTED       CGS
 RV0495  HISTORY     - 1980     GOOD             NGS
 RV0495
 RV0495                          STATION DESCRIPTION
 RV0495
 RV0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0495'10.4 MI N FROM GARNEILL.
 RV0495'ABOUT 10.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0495'GARNEILL, THENCE 0.2 MILE EAST ALONG A TRACK ROAD FOLLOWING A FENCE
 RV0495'LINE, AT THE CREST OF A HILL, 18 FEET EAST OF THE CENTER OF A WIRE
 RV0495'GATE, 5 FEET SOUTH OF A FENCE LINE THAT IS PROBABLY ON THE
 RV0495'FERGUSJUDITH BASIN COUNTY LINE, 43.5 FEET NORTH OF R.M. NO. 1, 33.5
 RV0495'FEET EAST OF R.M. NO. 2, 5.6 FEET SOUTHEAST OF A WITNESS POST, A DISK
 RV0495'ON THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RV0495
 RV0495                          STATION RECOVERY (1980)
 RV0495
 RV0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0495'9.8 KM (6.1 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF U.S.
 RV0495'HIGHWAYS 87 AND 191 IN EDDIES CORNER, THENCE 0.3 KM (0.2 MI) EAST
 RV0495'ALONG A FIELD ROAD, AT THE CREST OF A HILL, 6.1 METERS (20.0 FT) EAST
 RV0495'OF THE CENTER OF A GATE, 3.0 METERS (10.0 FT) NORTH OF THE CENTER OF A
 RV0495'GATE, AND 1.4 METERS (4.5 FT) SOUTH OF A FENCE.
 RV0495'THE MARK IS 2.1 METERS  SE FROM A WITNESS POST.
 RV0495'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0496 ***********************************************************************
 RV0496  DESIGNATION -  L 11 Q RM 1
 RV0496  PID         -  RV0496
 RV0496  STATE/COUNTY-  MT/FERGUS
 RV0496  USGS QUAD   -  SIPPLE (1970)
 RV0496
 RV0496                         *CURRENT SURVEY CONTROL
 RV0496  ___________________________________________________________________
 RV0496* NAD 83(1986)-  46 53 47.     (N)    109 45 45.     (W)     SCALED    
 RV0496* NAVD 88     -      1270.503  (meters)    4168.31   (feet)  ADJUSTED  
 RV0496  ___________________________________________________________________
 RV0496  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 RV0496  DYNAMIC HT  -        1270.296 (meters)    4167.63  (feet)  COMP
 RV0496  MODELED GRAV-     980,406.2   (mgal)                       NAVD 88
 RV0496
 RV0496  VERT ORDER  -  SECOND    CLASS 0
 RV0496
 RV0496.The horizontal coordinates were scaled from a topographic map and have
 RV0496.an estimated accuracy of +/- 6 seconds.
 RV0496
 RV0496.The orthometric height was determined by differential leveling
 RV0496.and adjusted by the National Geodetic Survey in June 1991..
 RV0496
 RV0496.The geoid height was determined by GEOID03.
 RV0496
 RV0496.The dynamic height is computed by dividing the NAVD 88
 RV0496.geopotential number by the normal gravity value computed on the
 RV0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0496.degrees latitude (g = 980.6199 gals.).
 RV0496
 RV0496.The modeled gravity was interpolated from observed gravity values.
 RV0496
 RV0496;                    North         East    Units  Estimated Accuracy
 RV0496;SPC MT       -   294,100.      580,010.      MT  (+/- 180 meters Scaled)
 RV0496
 RV0496                          SUPERSEDED SURVEY CONTROL
 RV0496
 RV0496  NGVD 29 (??/??/92) 1269.58   (m)         4165.3    (f) COMPUTED    2 0
 RV0496
 RV0496.Superseded values are not recommended for survey control.
 RV0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0496.See file dsdata.txt to determine how the superseded data were derived.
 RV0496
 RV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS942943(NAD 83)
 RV0496_MARKER: DR = REFERENCE MARK DISK
 RV0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0496_STAMPING: L 11 Q NO 1 1961
 RV0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0496+STABILITY: SURFACE MOTION
 RV0496
 RV0496  HISTORY     - Date     Condition        Report By
 RV0496  HISTORY     - 1961     MONUMENTED       CGS
 RV0496  HISTORY     - 1980     MARK NOT FOUND   NGS
 RV0496
 RV0496                          STATION DESCRIPTION
 RV0496
 RV0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0496'10.4 MI N FROM GARNEILL.
 RV0496'ABOUT 10.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0496'GARNEILL, THENCE 0.2 MILE EAST ALONG A TRACK ROAD FOLLOWING A FENCE
 RV0496'LINE, 48 FEET SOUTH OF A FENCE, 43.5 FEET SOUTH OF THE TRIANGULATION
 RV0496'STATION, 47 FEET SOUTH OF A WITNESS POST AND IN THE TOP OF A CONCRETE
 RV0496'POST PROJECTING 3 INCHES.
 RV0496
 RV0496                          STATION RECOVERY (1980)
 RV0496
 RV0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0494 ***********************************************************************
 RV0494  DESIGNATION -  L 11 Q RM 2
 RV0494  PID         -  RV0494
 RV0494  STATE/COUNTY-  MT/FERGUS
 RV0494  USGS QUAD   -  SIPPLE (1970)
 RV0494
 RV0494                         *CURRENT SURVEY CONTROL
 RV0494  ___________________________________________________________________
 RV0494* NAD 83(1986)-  46 53 47.     (N)    109 45 44.     (W)     SCALED    
 RV0494* NAVD 88     -      1270.135  (meters)    4167.10   (feet)  ADJUSTED  
 RV0494  ___________________________________________________________________
 RV0494  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 RV0494  DYNAMIC HT  -        1269.928 (meters)    4166.42  (feet)  COMP
 RV0494  MODELED GRAV-     980,406.2   (mgal)                       NAVD 88
 RV0494
 RV0494  VERT ORDER  -  FIRST     CLASS II
 RV0494
 RV0494.The horizontal coordinates were scaled from a topographic map and have
 RV0494.an estimated accuracy of +/- 6 seconds.
 RV0494
 RV0494.The orthometric height was determined by differential leveling
 RV0494.and adjusted by the National Geodetic Survey in June 1991..
 RV0494
 RV0494.The geoid height was determined by GEOID03.
 RV0494
 RV0494.The dynamic height is computed by dividing the NAVD 88
 RV0494.geopotential number by the normal gravity value computed on the
 RV0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0494.degrees latitude (g = 980.6199 gals.).
 RV0494
 RV0494.The modeled gravity was interpolated from observed gravity values.
 RV0494
 RV0494;                    North         East    Units  Estimated Accuracy
 RV0494;SPC MT       -   294,100.      580,030.      MT  (+/- 180 meters Scaled)
 RV0494
 RV0494                          SUPERSEDED SURVEY CONTROL
 RV0494
 RV0494.No superseded survey control is available for this station.
 RV0494
 RV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS942943(NAD 83)
 RV0494_MARKER: DR = REFERENCE MARK DISK
 RV0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0494_STAMPING: L 11 Q NO 2 1961
 RV0494_MARK LOGO: CGS   
 RV0494_PROJECTION: PROJECTING 8 CENTIMETERS
 RV0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0494+STABILITY: SURFACE MOTION
 RV0494
 RV0494  HISTORY     - Date     Condition        Report By
 RV0494  HISTORY     - 1961     MONUMENTED       CGS
 RV0494  HISTORY     - 1980     GOOD             NGS
 RV0494
 RV0494                          STATION DESCRIPTION
 RV0494
 RV0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0494'10.4 MI N FROM GARNEILL.
 RV0494'ABOUT 10.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT
 RV0494'GARNEILL, THENCE 0.2 MILE EAST ALONG A TRACK ROAD FOLLOWING A FENCE
 RV0494'LINE, AT THE CREST OF A HILL, 16 FEET WEST OF THE CENTER OF A WIRE
 RV0494'GATE, 3 1/2 FEET SOUTH OF A FENCE, 33.5 FEET WEST OF THE TRIANGULATION
 RV0494'STATION, 30.5 FEET WEST OF A WITNESS POST AND IN THE TOP OF A CONCRETE
 RV0494'POST PROJECTING 2 INCHES.
 RV0494
 RV0494                          STATION RECOVERY (1980)
 RV0494
 RV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RV0494'9.8 KM (6.1 MI) SOUTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF U.S.
 RV0494'HIGHWAYS 87 AND 191 IN EDDIES CORNER, THENCE 0.3 KM (0.2 MI) EAST
 RV0494'ALONG A FIELD ROAD, AT THE CREST OF A HILL, 4.6 METERS (15.0 FT) WEST
 RV0494'OF THE CENTER OF A WIRE GATE AND 0.9 METER (3.0 FT) SOUTH OF A FENCE.
 RV0494'THE MARK IS 7.2 METERS  WSW FROM A WITNESS POST.
 RV0494'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0235 ***********************************************************************
 ST0235  DESIGNATION -  L 110
 ST0235  PID         -  ST0235
 ST0235  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0235  USGS QUAD   -  BOWMANS CORNERS (1962)
 ST0235
 ST0235                         *CURRENT SURVEY CONTROL
 ST0235  ___________________________________________________________________
 ST0235* NAD 83(1986)-  47 15 01.     (N)    112 07 48.     (W)     SCALED    
 ST0235* NAVD 88     -      1276.033  (meters)    4186.45   (feet)  ADJUSTED  
 ST0235  ___________________________________________________________________
 ST0235  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 ST0235  DYNAMIC HT  -        1275.854 (meters)    4185.86  (feet)  COMP
 ST0235  MODELED GRAV-     980,429.0   (mgal)                       NAVD 88
 ST0235
 ST0235  VERT ORDER  -  SECOND    CLASS 0
 ST0235
 ST0235.The horizontal coordinates were scaled from a topographic map and have
 ST0235.an estimated accuracy of +/- 6 seconds.
 ST0235
 ST0235.The orthometric height was determined by differential leveling
 ST0235.and adjusted by the National Geodetic Survey in June 1991..
 ST0235
 ST0235.The geoid height was determined by GEOID03.
 ST0235
 ST0235.The dynamic height is computed by dividing the NAVD 88
 ST0235.geopotential number by the normal gravity value computed on the
 ST0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0235.degrees latitude (g = 980.6199 gals.).
 ST0235
 ST0235.The modeled gravity was interpolated from observed gravity values.
 ST0235
 ST0235;                    North         East    Units  Estimated Accuracy
 ST0235;SPC MT       -   336,730.      401,070.      MT  (+/- 180 meters Scaled)
 ST0235
 ST0235                          SUPERSEDED SURVEY CONTROL
 ST0235
 ST0235  NGVD 29 (??/??/92) 1275.053  (m)         4183.24   (f) ADJ UNCH    2 0
 ST0235
 ST0235.Superseded values are not recommended for survey control.
 ST0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0235.See file dsdata.txt to determine how the superseded data were derived.
 ST0235
 ST0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT144335(NAD 83)
 ST0235_MARKER: DB = BENCH MARK DISK
 ST0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0235_STAMPING: L 110 1934
 ST0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0235+STABILITY: SURFACE MOTION
 ST0235
 ST0235  HISTORY     - Date     Condition        Report By
 ST0235  HISTORY     - 1934     MONUMENTED       CGS
 ST0235  HISTORY     - 1961     GOOD             NGS
 ST0235
 ST0235                          STATION DESCRIPTION
 ST0235
 ST0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0235'21.65 MI SE FROM AUGUSTA.
 ST0235'21.65 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0235'AUGUSTA, AT A FENCE CORNER, NEAR THE SUMMIT OF A HILL, 44 1/2 FEET
 ST0235'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHEAST OF THE
 ST0235'FENCE CORNER, 13.3 FEET SOUTH-SOUTHEAST OF THE FENCE, 1.2 FEET
 ST0235'EAST-NORTHEAST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE
 ST0235'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 ST0235'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0048 ***********************************************************************
 ST0048  DESIGNATION -  L 111
 ST0048  PID         -  ST0048
 ST0048  STATE/COUNTY-  MT/TETON
 ST0048  USGS QUAD   -  CHOTEAU (1987)
 ST0048
 ST0048                         *CURRENT SURVEY CONTROL
 ST0048  ___________________________________________________________________
 ST0048* NAD 83(1986)-  47 47 03.     (N)    112 11 42.     (W)     SCALED    
 ST0048* NAVD 88     -      1157.997  (meters)    3799.20   (feet)  ADJUSTED  
 ST0048  ___________________________________________________________________
 ST0048  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 ST0048  DYNAMIC HT  -        1157.918 (meters)    3798.94  (feet)  COMP
 ST0048  MODELED GRAV-     980,503.5   (mgal)                       NAVD 88
 ST0048
 ST0048  VERT ORDER  -  SECOND    CLASS 0
 ST0048
 ST0048.The horizontal coordinates were scaled from a topographic map and have
 ST0048.an estimated accuracy of +/- 6 seconds.
 ST0048
 ST0048.The orthometric height was determined by differential leveling
 ST0048.and adjusted by the National Geodetic Survey in June 1991..
 ST0048
 ST0048.The geoid height was determined by GEOID03.
 ST0048
 ST0048.The dynamic height is computed by dividing the NAVD 88
 ST0048.geopotential number by the normal gravity value computed on the
 ST0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0048.degrees latitude (g = 980.6199 gals.).
 ST0048
 ST0048.The modeled gravity was interpolated from observed gravity values.
 ST0048
 ST0048;                    North         East    Units  Estimated Accuracy
 ST0048;SPC MT       -   396,180.      398,190.      MT  (+/- 180 meters Scaled)
 ST0048
 ST0048                          SUPERSEDED SURVEY CONTROL
 ST0048
 ST0048  NGVD 29 (??/??/92) 1157.036  (m)         3796.04   (f) ADJ UNCH    2 0
 ST0048
 ST0048.Superseded values are not recommended for survey control.
 ST0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0048.See file dsdata.txt to determine how the superseded data were derived.
 ST0048
 ST0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT104930(NAD 83)
 ST0048_MARKER: DB = BENCH MARK DISK
 ST0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0048_STAMPING: L 111 1934
 ST0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0048+STABILITY: SURFACE MOTION
 ST0048
 ST0048  HISTORY     - Date     Condition        Report By
 ST0048  HISTORY     - 1934     MONUMENTED       CGS
 ST0048  HISTORY     - 1961     MARK NOT FOUND   NGS
 ST0048
 ST0048                          STATION DESCRIPTION
 ST0048
 ST0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ST0048'2.1 MI SW FROM CHOTEAU.
 ST0048'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM CHOTEAU, TETON COUNTY,
 ST0048'59 YARDS NORTH OF A WOODEN BRIDGE OVER A SMALL CREEK, 46 FEET WEST OF
 ST0048'THE CENTERLINE OF THE HIGHWAY, AND 13 FEET WEST OF THE RIGHT-OF-WAY
 ST0048'FENCE.  A STANDARD DISK, STAMPED L 111 1934 AND SET IN THE TOP OF A
 ST0048'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0020 ***********************************************************************
 TM0020  DESIGNATION -  L 112
 TM0020  PID         -  TM0020
 TM0020  STATE/COUNTY-  MT/TETON
 TM0020  USGS QUAD   -  PENDROY (1985)
 TM0020
 TM0020                         *CURRENT SURVEY CONTROL
 TM0020  ___________________________________________________________________
 TM0020* NAD 83(1986)-  48 00 18.     (N)    112 19 35.     (W)     SCALED    
 TM0020* NAVD 88     -      1222.612  (meters)    4011.19   (feet)  ADJUSTED  
 TM0020  ___________________________________________________________________
 TM0020  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 TM0020  DYNAMIC HT  -        1222.565 (meters)    4011.03  (feet)  COMP
 TM0020  MODELED GRAV-     980,530.5   (mgal)                       NAVD 88
 TM0020
 TM0020  VERT ORDER  -  SECOND    CLASS 0
 TM0020
 TM0020.The horizontal coordinates were scaled from a topographic map and have
 TM0020.an estimated accuracy of +/- 6 seconds.
 TM0020
 TM0020.The orthometric height was determined by differential leveling
 TM0020.and adjusted by the National Geodetic Survey in June 1991..
 TM0020
 TM0020.The geoid height was determined by GEOID03.
 TM0020
 TM0020.The dynamic height is computed by dividing the NAVD 88
 TM0020.geopotential number by the normal gravity value computed on the
 TM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0020.degrees latitude (g = 980.6199 gals.).
 TM0020
 TM0020.The modeled gravity was interpolated from observed gravity values.
 TM0020
 TM0020;                    North         East    Units  Estimated Accuracy
 TM0020;SPC MT       -   421,060.      389,240.      MT  (+/- 180 meters Scaled)
 TM0020
 TM0020                          SUPERSEDED SURVEY CONTROL
 TM0020
 TM0020  NGVD 29 (??/??/92) 1221.614  (m)         4007.91   (f) ADJ UNCH    2 0
 TM0020
 TM0020.Superseded values are not recommended for survey control.
 TM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0020.See file dsdata.txt to determine how the superseded data were derived.
 TM0020
 TM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU010177(NAD 83)
 TM0020_MARKER: DB = BENCH MARK DISK
 TM0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TM0020_SP_SET: ABUTMENT
 TM0020_STAMPING: L 112 1934
 TM0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TM0020
 TM0020  HISTORY     - Date     Condition        Report By
 TM0020  HISTORY     - 1934     MONUMENTED       CGS
 TM0020
 TM0020                          STATION DESCRIPTION
 TM0020
 TM0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TM0020'2.1 MI N FROM BYNUM.
 TM0020'2.1 MI N OF AND ALONG U. S. HWY 87 IN A CONCRETE CULVERT ON THE G N
 TM0020'R/W OVER AN IRRIGATION CANAL.  IN THE W ABUTMENT OF THE CULVERT AND 78
 TM0020'FEET E OF CENTER OF THE HIGHWAY.  HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TM0050 ***********************************************************************
 TM0050  DESIGNATION -  L 113
 TM0050  PID         -  TM0050
 TM0050  STATE/COUNTY-  MT/PONDERA
 TM0050  USGS QUAD   -  ROBERE (1968)
 TM0050
 TM0050                         *CURRENT SURVEY CONTROL
 TM0050  ___________________________________________________________________
 TM0050* NAD 83(1986)-  48 16 14.     (N)    112 31 59.     (W)     SCALED    
 TM0050* NAVD 88     -      1191.580  (meters)    3909.38   (feet)  ADJUSTED  
 TM0050  ___________________________________________________________________
 TM0050  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 TM0050  DYNAMIC HT  -        1191.538 (meters)    3909.24  (feet)  COMP
 TM0050  MODELED GRAV-     980,534.9   (mgal)                       NAVD 88
 TM0050
 TM0050  VERT ORDER  -  SECOND    CLASS 0
 TM0050
 TM0050.The horizontal coordinates were scaled from a topographic map and have
 TM0050.an estimated accuracy of +/- 6 seconds.
 TM0050
 TM0050.The orthometric height was determined by differential leveling
 TM0050.and adjusted by the National Geodetic Survey in June 1991..
 TM0050
 TM0050.The geoid height was determined by GEOID03.
 TM0050
 TM0050.The dynamic height is computed by dividing the NAVD 88
 TM0050.geopotential number by the normal gravity value computed on the
 TM0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TM0050.degrees latitude (g = 980.6199 gals.).
 TM0050
 TM0050.The modeled gravity was interpolated from observed gravity values.
 TM0050
 TM0050;                    North         East    Units  Estimated Accuracy
 TM0050;SPC MT       -   451,130.      374,980.      MT  (+/- 180 meters Scaled)
 TM0050
 TM0050                          SUPERSEDED SURVEY CONTROL
 TM0050
 TM0050  NGVD 29 (??/??/92) 1190.497  (m)         3905.82   (f) ADJ UNCH    2 0
 TM0050
 TM0050.Superseded values are not recommended for survey control.
 TM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TM0050.See file dsdata.txt to determine how the superseded data were derived.
 TM0050
 TM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UUU862475(NAD 83)
 TM0050_MARKER: DB = BENCH MARK DISK
 TM0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TM0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TM0050_STAMPING: L 113 1934
 TM0050_MARK LOGO: CGS   
 TM0050_MAGNETIC: N = NO MAGNETIC MATERIAL
 TM0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TM0050+STABILITY: SURFACE MOTION
 TM0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TM0050+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1997
 TM0050
 TM0050  HISTORY     - Date     Condition        Report By
 TM0050  HISTORY     - 1934     MONUMENTED       CGS
 TM0050  HISTORY     - 1937     GOOD             NGS
 TM0050  HISTORY     - 19970602 GOOD             MTDOT
 TM0050
 TM0050                          STATION DESCRIPTION
 TM0050
 TM0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 TM0050'6.0 MI N FROM DUPUYER.
 TM0050'6.0 MILES NORTH ALONG U. S. HIGHWAY 89 FROM DUPUYER, PONDERA COUNTY,
 TM0050'46 FEET NORTH OF A WIRE GATE, 60 FEET WEST OF THE CENTERLINE OF THE
 TM0050'HIGHWAY, AND 12 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 TM0050'STAMPED L 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
 TM0050
 TM0050                          STATION RECOVERY (1997)
 TM0050
 TM0050'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 TM0050'5.6 MI (9.0 KM) NORTH ALONG U.S.  HIGHWAY 89, FROM THE DUPUYER POST
 TM0050'OFFICE, TO MILEPOST 81, CONTINUE NORTH FOR 0.5 MI (0.8 KM) TO THE MARK
 TM0050'ON THE LEFT AT A FIELD ENTRANCE AND WIRE GATE, 72.0 FT (21.9 M) WEST
 TM0050'OF THE CENTER OF THE HIGHWAY, 33.5 FT (10.2 M) NORTHWEST OF THE NORTH
 TM0050'END OF A WIRE GATE, 13.0 FT (4.0 M) WEST-NORTHWEST OF A WITNESS POST
 TM0050'AND 12.0 FT (3.7 M) WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0466 ***********************************************************************
 ST0466  DESIGNATION -  L 115
 ST0466  PID         -  ST0466
 ST0466  STATE/COUNTY-  MT/LAKE
 ST0466  USGS QUAD   -  YEW CREEK (1994)
 ST0466
 ST0466                         *CURRENT SURVEY CONTROL
 ST0466  ___________________________________________________________________
 ST0466* NAD 83(1986)-  47 59 27.     (N)    113 55 36.     (W)     SCALED    
 ST0466* NAVD 88     -       952.714  (meters)    3125.70   (feet)  ADJUSTED  
 ST0466  ___________________________________________________________________
 ST0466  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 ST0466  DYNAMIC HT  -         952.673 (meters)    3125.56  (feet)  COMP
 ST0466  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 ST0466
 ST0466  VERT ORDER  -  SECOND    CLASS 0
 ST0466
 ST0466.The horizontal coordinates were scaled from a topographic map and have
 ST0466.an estimated accuracy of +/- 6 seconds.
 ST0466
 ST0466.The orthometric height was determined by differential leveling
 ST0466.and adjusted by the National Geodetic Survey in June 1991..
 ST0466
 ST0466.The geoid height was determined by GEOID03.
 ST0466
 ST0466.The dynamic height is computed by dividing the NAVD 88
 ST0466.geopotential number by the normal gravity value computed on the
 ST0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0466.degrees latitude (g = 980.6199 gals.).
 ST0466
 ST0466.The modeled gravity was interpolated from observed gravity values.
 ST0466
 ST0466;                    North         East    Units  Estimated Accuracy
 ST0466;SPC MT       -   425,010.      269,930.      MT  (+/- 180 meters Scaled)
 ST0466
 ST0466                          SUPERSEDED SURVEY CONTROL
 ST0466
 ST0466  NGVD 29 (??/??/92)  951.588  (m)         3122.00   (f) ADJ UNCH    2 0
 ST0466
 ST0466.Superseded values are not recommended for survey control.
 ST0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0466.See file dsdata.txt to determine how the superseded data were derived.
 ST0466
 ST0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTU816194(NAD 83)
 ST0466_MARKER: DB = BENCH MARK DISK
 ST0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0466_STAMPING: L 115 1934
 ST0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0466+STABILITY: SURFACE MOTION
 ST0466
 ST0466  HISTORY     - Date     Condition        Report By
 ST0466  HISTORY     - 1934     MONUMENTED       CGS
 ST0466  HISTORY     - 1965     GOOD             USGS
 ST0466
 ST0466                          STATION DESCRIPTION
 ST0466
 ST0466'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 ST0466'6.8 MI N FROM SWAN LAKE.
 ST0466'SWAN LAKE P.O. (INGRAMS STORE), 6.8 MI. NORTH ON STATE HWY. 209 TO
 ST0466'CROSSING OF SIX MILE CREEK, CONTINUE ON HIGHWAY 0.2 MI. TO BM, 21 FEET
 ST0466'SOUTHWEST OF CENTERLINE OF HIGHWAY, IN A CONCRETE POST. STANDARD DISC
 ST0466'STAMPED L 115 1934.  BM IS 0.1 MI. SOUTHEAST ALONG HIGHWAY FROM FOREST
 ST0466'SERVICE SIGN FLATHEAD NATIONAL FOREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0090 ***********************************************************************
 QY0090  DESIGNATION -  L 117
 QY0090  PID         -  QY0090
 QY0090  STATE/COUNTY-  MT/MADISON
 QY0090  USGS QUAD   -  RUBY DAM (1963)
 QY0090
 QY0090                         *CURRENT SURVEY CONTROL
 QY0090  ___________________________________________________________________
 QY0090* NAD 83(1986)-  45 13 29.     (N)    112 07 11.     (W)     SCALED    
 QY0090* NAVD 88     -      1652.978  (meters)    5423.15   (feet)  ADJUSTED  
 QY0090  ___________________________________________________________________
 QY0090  GEOID HEIGHT-         -10.30  (meters)                     GEOID03
 QY0090  DYNAMIC HT  -        1652.244 (meters)    5420.74  (feet)  COMP
 QY0090  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 QY0090
 QY0090  VERT ORDER  -  SECOND    CLASS 0
 QY0090
 QY0090.The horizontal coordinates were scaled from a topographic map and have
 QY0090.an estimated accuracy of +/- 6 seconds.
 QY0090
 QY0090.The orthometric height was determined by differential leveling
 QY0090.and adjusted by the National Geodetic Survey in June 1991..
 QY0090
 QY0090.The geoid height was determined by GEOID03.
 QY0090
 QY0090.The dynamic height is computed by dividing the NAVD 88
 QY0090.geopotential number by the normal gravity value computed on the
 QY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0090.degrees latitude (g = 980.6199 gals.).
 QY0090
 QY0090.The modeled gravity was interpolated from observed gravity values.
 QY0090
 QY0090;                    North         East    Units  Estimated Accuracy
 QY0090;SPC MT       -   111,780.      394,320.      MT  (+/- 180 meters Scaled)
 QY0090
 QY0090                          SUPERSEDED SURVEY CONTROL
 QY0090
 QY0090  NGVD 29 (??/??/92) 1651.750  (m)         5419.12   (f) ADJ UNCH    2 0
 QY0090
 QY0090.Superseded values are not recommended for survey control.
 QY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0090.See file dsdata.txt to determine how the superseded data were derived.
 QY0090
 QY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR120085(NAD 83)
 QY0090_MARKER: DB = BENCH MARK DISK
 QY0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0090_STAMPING: L 117 1934
 QY0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0090+STABILITY: SURFACE MOTION
 QY0090
 QY0090  HISTORY     - Date     Condition        Report By
 QY0090  HISTORY     - 1934     MONUMENTED       CGS
 QY0090
 QY0090                          STATION DESCRIPTION
 QY0090
 QY0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0090'8.7 MI SE FROM ALDER.
 QY0090'8.7 MILES SOUTHEAST ALONG THE TWIN BRIDGES-LAKEVIEW ROAD FROM ALDER,
 QY0090'0.5 MILE SOUTH OF A FARMHOUSE, 0.2 MILE NORTH OF A BRIDGE, ON THE WEST
 QY0090'SIDE OF A HILL, 64 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 QY0090'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 117 1934
 QY0090'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0064 ***********************************************************************
 PZ0064  DESIGNATION -  L 118
 PZ0064  PID         -  PZ0064
 PZ0064  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0064  USGS QUAD   -  ANTELOPE PEAK (1968)
 PZ0064
 PZ0064                         *CURRENT SURVEY CONTROL
 PZ0064  ___________________________________________________________________
 PZ0064* NAD 83(1986)-  44 39 11.     (N)    112 03 22.     (W)     SCALED    
 PZ0064* NAVD 88     -      2029.377  (meters)    6658.05   (feet)  ADJUSTED  
 PZ0064  ___________________________________________________________________
 PZ0064  GEOID HEIGHT-          -9.54  (meters)                     GEOID03
 PZ0064  DYNAMIC HT  -        2028.270 (meters)    6654.42  (feet)  COMP
 PZ0064  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 PZ0064
 PZ0064  VERT ORDER  -  SECOND    CLASS 0
 PZ0064
 PZ0064.The horizontal coordinates were scaled from a topographic map and have
 PZ0064.an estimated accuracy of +/- 6 seconds.
 PZ0064
 PZ0064.The orthometric height was determined by differential leveling
 PZ0064.and adjusted by the National Geodetic Survey in June 1991..
 PZ0064
 PZ0064.The geoid height was determined by GEOID03.
 PZ0064
 PZ0064.The dynamic height is computed by dividing the NAVD 88
 PZ0064.geopotential number by the normal gravity value computed on the
 PZ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0064.degrees latitude (g = 980.6199 gals.).
 PZ0064
 PZ0064.The modeled gravity was interpolated from observed gravity values.
 PZ0064
 PZ0064;                    North         East    Units  Estimated Accuracy
 PZ0064;SPC MT       -    48,110.      397,240.      MT  (+/- 180 meters Scaled)
 PZ0064
 PZ0064                          SUPERSEDED SURVEY CONTROL
 PZ0064
 PZ0064  NGVD 29 (??/??/92) 2028.046  (m)         6653.68   (f) ADJ UNCH    2 0
 PZ0064
 PZ0064.Superseded values are not recommended for survey control.
 PZ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0064.See file dsdata.txt to determine how the superseded data were derived.
 PZ0064
 PZ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ162449(NAD 83)
 PZ0064_MARKER: DB = BENCH MARK DISK
 PZ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0064_STAMPING: L 118 1934
 PZ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0064+STABILITY: SURFACE MOTION
 PZ0064
 PZ0064  HISTORY     - Date     Condition        Report By
 PZ0064  HISTORY     - 1934     MONUMENTED       CGS
 PZ0064  HISTORY     - 1964     GOOD             NGS
 PZ0064
 PZ0064                          STATION DESCRIPTION
 PZ0064
 PZ0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0064'16.5 MI NW FROM LAKEVIEW.
 PZ0064'ABOUT 7.9 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE WILDLIFE
 PZ0064'REFUGE HEADQUARTERS AT LAKEVIEW, THENCE 4.6 MILES NORTH ALONG A GRADED
 PZ0064'DIRT ROAD, THENCE 4.0 MILES WEST ALONG A GRADED DIRT ROAD, ABOUT 0.95
 PZ0064'MILE WEST OF A JUNCTION OF THE GRADED DIRT ROAD AND A PRIVATE ROAD
 PZ0064'LEADING SOUTH TO A RANCH HOUSE, AT A WIRE GATE ACROSS A PRIVATE ROAD
 PZ0064'LEADING INTO A FIELD, 37 FEET SOUTH OF THE CENTER LINE OF THE GRADED
 PZ0064'DIRT ROAD, 5 FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, ABOUT 1
 PZ0064'FOOT BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 PZ0064'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0267 ***********************************************************************
 TL0267  DESIGNATION -  L 12
 TL0267  PID         -  TL0267
 TL0267  STATE/COUNTY-  MT/TOOLE
 TL0267  USGS QUAD   -  DUNKIRK (1967)
 TL0267
 TL0267                         *CURRENT SURVEY CONTROL
 TL0267  ___________________________________________________________________
 TL0267* NAD 83(1986)-  48 28 47.     (N)    111 40 11.     (W)     SCALED    
 TL0267* NAVD 88     -      1006.022  (meters)    3300.59   (feet)  ADJUSTED  
 TL0267  ___________________________________________________________________
 TL0267  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 TL0267  DYNAMIC HT  -        1006.093 (meters)    3300.82  (feet)  COMP
 TL0267  MODELED GRAV-     980,646.1   (mgal)                       NAVD 88
 TL0267
 TL0267  VERT ORDER  -  FIRST     CLASS II
 TL0267
 TL0267.The horizontal coordinates were scaled from a topographic map and have
 TL0267.an estimated accuracy of +/- 6 seconds.
 TL0267
 TL0267.The orthometric height was determined by differential leveling
 TL0267.and adjusted by the National Geodetic Survey in June 1991..
 TL0267
 TL0267.The geoid height was determined by GEOID03.
 TL0267
 TL0267.The dynamic height is computed by dividing the NAVD 88
 TL0267.geopotential number by the normal gravity value computed on the
 TL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0267.degrees latitude (g = 980.6199 gals.).
 TL0267
 TL0267.The modeled gravity was interpolated from observed gravity values.
 TL0267
 TL0267;                    North         East    Units  Estimated Accuracy
 TL0267;SPC MT       -   472,240.      439,660.      MT  (+/- 180 meters Scaled)
 TL0267
 TL0267                          SUPERSEDED SURVEY CONTROL
 TL0267
 TL0267  NGVD 29 (??/??/92) 1004.916  (m)         3296.96   (f) ADJ UNCH    1 2
 TL0267
 TL0267.Superseded values are not recommended for survey control.
 TL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0267.See file dsdata.txt to determine how the superseded data were derived.
 TL0267
 TL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU505698(NAD 83)
 TL0267_MARKER: P = PIPE CAP
 TL0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TL0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TL0267_STAMPING: 3296.962
 TL0267_PROJECTION: FLUSH
 TL0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0267_ROD/PIPE-DEPTH: 0.91 meters
 TL0267
 TL0267  HISTORY     - Date     Condition        Report By
 TL0267  HISTORY     - UNK      MONUMENTED       CGS
 TL0267  HISTORY     - 1914     GOOD             NGS
 TL0267  HISTORY     - 1979     GOOD             NGS
 TL0267
 TL0267                          STATION DESCRIPTION
 TL0267
 TL0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1914
 TL0267'0.15 MI W FROM DUNKIRK.
 TL0267'ABOUT 0.15 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TL0267'AT DUNKIRK, TOOLE COUNTY, ABOUT 60 FEET NORTH OF THE TRACK, AND AT THE
 TL0267'FENCE.  A STANDARD CAP, STAMPED 3296.962 AND FASTENED ON THE TOP OF A
 TL0267'3-1/2-INCH IRON PIPE.
 TL0267
 TL0267                          STATION RECOVERY (1979)
 TL0267
 TL0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TL0267'0.1 MILE NORTH ALONG MAPLE STREET FROM THE POST OFFICE IN SHELBY,
 TL0267'THENCE 9.0 MILES EAST ALONG MAIN STREET AND U.S. HIGHWAY 2, 0.2
 TL0267'MILE WEST OF THE MAIN DIRT CROSSROAD IN DUNKIRK, 93.7 FEET NORTH
 TL0267'OF THE NORTH RAIL OF THE GREAT NORTHERN RAILROAD, 76.3 FEET NORTH-
 TL0267'NORTHWEST OF UTILITY POLE NUMBER C 24, 50 FEET SOUTH OF AN EAST-WEST
 TL0267'WIRE FENCE, 41.7 FEET EAST-NORTHEAST OF A UTILITY POLE AND 27 FEET
 TL0267'SOUTH OF THE CENTER OF A TRACK ROAD.
 TL0267'THE MARK IS 2 FT  W FROM A WITNESS POST.
 TL0267'THE MARK IS 1 FT ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0375 ***********************************************************************
 RU0375  DESIGNATION -  L 120
 RU0375  PID         -  RU0375
 RU0375  STATE/COUNTY-  MT/YELLOWSTONE
 RU0375  USGS QUAD   -  MEXICAN BUTTES (1980)
 RU0375
 RU0375                         *CURRENT SURVEY CONTROL
 RU0375  ___________________________________________________________________
 RU0375* NAD 83(1986)-  46 18 15.     (N)    107 42 26.     (W)     SCALED    
 RU0375* NAVD 88     -      1061.379  (meters)    3482.21   (feet)  POSTED    
 RU0375  ___________________________________________________________________
 RU0375  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 RU0375  DYNAMIC HT  -        1061.240 (meters)    3481.75  (feet)  COMP
 RU0375  MODELED GRAV-     980,451.2   (mgal)                       NAVD 88
 RU0375
 RU0375  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RU0375
 RU0375.The horizontal coordinates were scaled from a topographic map and have
 RU0375.an estimated accuracy of +/- 6 seconds.
 RU0375
 RU0375.The orthometric height was determined by differential leveling
 RU0375.and adjusted by the National Geodetic Survey in 1992..
 RU0375.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RU0375.rate of 0.0 thru 1.0 mm/km.
 RU0375
 RU0375.The geoid height was determined by GEOID03.
 RU0375
 RU0375.The dynamic height is computed by dividing the NAVD 88
 RU0375.geopotential number by the normal gravity value computed on the
 RU0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0375.degrees latitude (g = 980.6199 gals.).
 RU0375
 RU0375.The modeled gravity was interpolated from observed gravity values.
 RU0375
 RU0375;                    North         East    Units  Estimated Accuracy
 RU0375;SPC MT       -   229,850.      738,030.      MT  (+/- 180 meters Scaled)
 RU0375
 RU0375                          SUPERSEDED SURVEY CONTROL
 RU0375
 RU0375  NGVD 29 (??/??/92) 1060.716  (m)         3480.03   (f) ADJ UNCH    2 0
 RU0375
 RU0375.Superseded values are not recommended for survey control.
 RU0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0375.See file dsdata.txt to determine how the superseded data were derived.
 RU0375
 RU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM915314(NAD 83)
 RU0375_MARKER: DB = BENCH MARK DISK
 RU0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0375_STAMPING: L 120 1934
 RU0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0375+STABILITY: SURFACE MOTION
 RU0375
 RU0375  HISTORY     - Date     Condition        Report By
 RU0375  HISTORY     - 1934     MONUMENTED       CGS
 RU0375  HISTORY     - 1975     GOOD             USGS
 RU0375
 RU0375                          STATION DESCRIPTION
 RU0375
 RU0375'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RU0375'15.9 MI N FROM CUSTER.
 RU0375'CUSTER, 16.3 MILES NORTH ALONG CUSTER-MELSTONE GRAVELED ROAD FROM THE
 RU0375'POST OFFICE AT IN SECTION 3, T6N, R32E.  246 FT SE OF ROAD JCT. WITH
 RU0375'ROAD SOUTHWEST, 45 FT EAST OF LONE PINE TREE.  48 FT. SW CENTERLINE OF
 RU0375'ROAD AT SLIGHT DIP.  IN CONCRETE POST PROJECTING 0.5 FT. STANDARD DISK
 RU0375'STAMPED.  L120, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0393 ***********************************************************************
 RU0393  DESIGNATION -  L 121
 RU0393  PID         -  RU0393
 RU0393  STATE/COUNTY-  MT/ROSEBUD
 RU0393  USGS QUAD   -  GUTHRIDGE RANCH (1962)
 RU0393
 RU0393                         *CURRENT SURVEY CONTROL
 RU0393  ___________________________________________________________________
 RU0393* NAD 83(1986)-  46 37 28.     (N)    107 45 00.     (W)     SCALED    
 RU0393* NAVD 88     -       895.600  (meters)    2938.31   (feet)  ADJUSTED  
 RU0393  ___________________________________________________________________
 RU0393  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 RU0393  DYNAMIC HT  -         895.522 (meters)    2938.06  (feet)  COMP
 RU0393  MODELED GRAV-     980,496.2   (mgal)                       NAVD 88
 RU0393
 RU0393  VERT ORDER  -  SECOND    CLASS 0
 RU0393
 RU0393.The horizontal coordinates were scaled from a topographic map and have
 RU0393.an estimated accuracy of +/- 6 seconds.
 RU0393
 RU0393.The orthometric height was determined by differential leveling
 RU0393.and adjusted by the National Geodetic Survey in June 1991..
 RU0393
 RU0393.The geoid height was determined by GEOID03.
 RU0393
 RU0393.The dynamic height is computed by dividing the NAVD 88
 RU0393.geopotential number by the normal gravity value computed on the
 RU0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0393.degrees latitude (g = 980.6199 gals.).
 RU0393
 RU0393.The modeled gravity was interpolated from observed gravity values.
 RU0393
 RU0393;                    North         East    Units  Estimated Accuracy
 RU0393;SPC MT       -   265,350.      733,940.      MT  (+/- 180 meters Scaled)
 RU0393
 RU0393                          SUPERSEDED SURVEY CONTROL
 RU0393
 RU0393  NGVD 29 (??/??/92)  894.926  (m)         2936.10   (f) ADJ UNCH    2 0
 RU0393
 RU0393.Superseded values are not recommended for survey control.
 RU0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0393.See file dsdata.txt to determine how the superseded data were derived.
 RU0393
 RU0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBM894671(NAD 83)
 RU0393_MARKER: DB = BENCH MARK DISK
 RU0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0393_STAMPING: L 121 1934
 RU0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0393+STABILITY: SURFACE MOTION
 RU0393
 RU0393  HISTORY     - Date     Condition        Report By
 RU0393  HISTORY     - 1934     MONUMENTED       CGS
 RU0393
 RU0393                          STATION DESCRIPTION
 RU0393
 RU0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RU0393'0.1 MI E FROM BASCOM.
 RU0393'0.1 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RU0393'RAILROAD FROM BASCOM, ROSEBUD COUNTY, 14-1/2 POLES WEST OF MILEPOST
 RU0393'1224, 75 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 20 FEET
 RU0393'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 121 1934
 RU0393'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0028 ***********************************************************************
 RV0028  DESIGNATION -  L 122
 RV0028  PID         -  RV0028
 RV0028  STATE/COUNTY-  MT/MUSSELSHELL
 RV0028  USGS QUAD   -  DELPHIA (1963)
 RV0028
 RV0028                         *CURRENT SURVEY CONTROL
 RV0028  ___________________________________________________________________
 RV0028* NAD 83(1986)-  46 30 23.     (N)    108 12 24.     (W)     SCALED    
 RV0028* NAVD 88     -       928.196  (meters)    3045.26   (feet)  ADJUSTED  
 RV0028  ___________________________________________________________________
 RV0028  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 RV0028  DYNAMIC HT  -         928.102 (meters)    3044.95  (feet)  COMP
 RV0028  MODELED GRAV-     980,481.6   (mgal)                       NAVD 88
 RV0028
 RV0028  VERT ORDER  -  SECOND    CLASS 0
 RV0028
 RV0028.The horizontal coordinates were scaled from a topographic map and have
 RV0028.an estimated accuracy of +/- 6 seconds.
 RV0028
 RV0028.The orthometric height was determined by differential leveling
 RV0028.and adjusted by the National Geodetic Survey in June 1991..
 RV0028
 RV0028.The geoid height was determined by GEOID03.
 RV0028
 RV0028.The dynamic height is computed by dividing the NAVD 88
 RV0028.geopotential number by the normal gravity value computed on the
 RV0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0028.degrees latitude (g = 980.6199 gals.).
 RV0028
 RV0028.The modeled gravity was interpolated from observed gravity values.
 RV0028
 RV0028;                    North         East    Units  Estimated Accuracy
 RV0028;SPC MT       -   251,560.      699,210.      MT  (+/- 180 meters Scaled)
 RV0028
 RV0028                          SUPERSEDED SURVEY CONTROL
 RV0028
 RV0028  NGVD 29 (??/??/92)  927.488  (m)         3042.93   (f) ADJ UNCH    2 0
 RV0028
 RV0028.Superseded values are not recommended for survey control.
 RV0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0028.See file dsdata.txt to determine how the superseded data were derived.
 RV0028
 RV0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYS143541(NAD 83)
 RV0028_MARKER: DD = SURVEY DISK
 RV0028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RV0028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RV0028_STAMPING: L 122 1934
 RV0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RV0028
 RV0028  HISTORY     - Date     Condition        Report By
 RV0028  HISTORY     - UNK      MONUMENTED       CGS
 RV0028  HISTORY     - 1938     GOOD             NGS
 RV0028
 RV0028                          STATION DESCRIPTION
 RV0028
 RV0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RV0028'0.6 MI E FROM DELPHIA.
 RV0028'0.6 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0028'RAILROAD FROM DELPHIA, MUSSELSHELL COUNTY, AT BRIDGE BB-166 OVER
 RV0028'MUSSELSHELL RIVER, IN THE TOP OF THE EAST CONCRETE ABUTMENT, 7.7 FEET
 RV0028'NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.
 RV0028'A STANDARD DISK STAMPED L 122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0270 ***********************************************************************
 RV0270  DESIGNATION -  L 123
 RV0270  PID         -  RV0270
 RV0270  STATE/COUNTY-  MT/WHEATLAND
 RV0270  USGS QUAD   -  HARLOWTON SW (1986)
 RV0270
 RV0270                         *CURRENT SURVEY CONTROL
 RV0270  ___________________________________________________________________
 RV0270* NAD 83(1986)-  46 19 46.     (N)    109 53 02.     (W)     SCALED    
 RV0270* NAVD 88     -      1402.157  (meters)    4600.24   (feet)  ADJUSTED  
 RV0270  ___________________________________________________________________
 RV0270  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 RV0270  DYNAMIC HT  -        1401.822 (meters)    4599.14  (feet)  COMP
 RV0270  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 RV0270
 RV0270  VERT ORDER  -  SECOND    CLASS 0
 RV0270
 RV0270.The horizontal coordinates were scaled from a topographic map and have
 RV0270.an estimated accuracy of +/- 6 seconds.
 RV0270
 RV0270.The orthometric height was determined by differential leveling
 RV0270.and adjusted by the National Geodetic Survey in June 1991..
 RV0270
 RV0270.The geoid height was determined by GEOID03.
 RV0270
 RV0270.The dynamic height is computed by dividing the NAVD 88
 RV0270.geopotential number by the normal gravity value computed on the
 RV0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0270.degrees latitude (g = 980.6199 gals.).
 RV0270
 RV0270.The modeled gravity was interpolated from observed gravity values.
 RV0270
 RV0270;                    North         East    Units  Estimated Accuracy
 RV0270;SPC MT       -   231,150.      570,460.      MT  (+/- 180 meters Scaled)
 RV0270
 RV0270                          SUPERSEDED SURVEY CONTROL
 RV0270
 RV0270  NGVD 29 (??/??/92) 1401.188  (m)         4597.06   (f) ADJ UNCH    2 0
 RV0270
 RV0270.Superseded values are not recommended for survey control.
 RV0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0270.See file dsdata.txt to determine how the superseded data were derived.
 RV0270
 RV0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS859312(NAD 83)
 RV0270_MARKER: DB = BENCH MARK DISK
 RV0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0270_STAMPING: L 123 1934
 RV0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0270+STABILITY: SURFACE MOTION
 RV0270
 RV0270  HISTORY     - Date     Condition        Report By
 RV0270  HISTORY     - 1934     MONUMENTED       CGS
 RV0270  HISTORY     - 1980     MARK NOT FOUND   USGS
 RV0270
 RV0270                          STATION DESCRIPTION
 RV0270
 RV0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0270'8.6 MI S FROM HARLOWTON.
 RV0270'8.6 MILES SOUTH ALONG STATE HIGHWAY 19 FROM HARLOWTON, WHEATLAND
 RV0270'COUNTY, AT A COUNTRY SCHOOL, IN THE SOUTHEAST CORNER OF THE
 RV0270'SCHOOLYARD, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE
 RV0270'CORNER, 4 FEET FROM THE EAST-AND-WEST FENCE, AND 4 FEET FROM THE
 RV0270'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 123 1934 AND SET IN
 RV0270'THE TOP OF A CONCRETE POST.
 RV0270
 RV0270                          STATION RECOVERY (1980)
 RV0270
 RV0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RV0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0037 ***********************************************************************
 RV0037  DESIGNATION -  L 124
 RV0037  PID         -  RV0037
 RV0037  STATE/COUNTY-  MT/MUSSELSHELL
 RV0037  USGS QUAD   -  PARK COULEE (1980)
 RV0037
 RV0037                         *CURRENT SURVEY CONTROL
 RV0037  ___________________________________________________________________
 RV0037* NAD 83(1986)-  46 07 44.     (N)    108 27 28.     (W)     SCALED    
 RV0037* NAVD 88     -      1036.499  (meters)    3400.58   (feet)  ADJUSTED  
 RV0037  ___________________________________________________________________
 RV0037  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 RV0037  DYNAMIC HT  -        1036.322 (meters)    3400.00  (feet)  COMP
 RV0037  MODELED GRAV-     980,408.3   (mgal)                       NAVD 88
 RV0037
 RV0037  VERT ORDER  -  SECOND    CLASS 0
 RV0037
 RV0037.The horizontal coordinates were scaled from a topographic map and have
 RV0037.an estimated accuracy of +/- 6 seconds.
 RV0037
 RV0037.The orthometric height was determined by differential leveling
 RV0037.and adjusted by the National Geodetic Survey in June 1991..
 RV0037
 RV0037.The geoid height was determined by GEOID03.
 RV0037
 RV0037.The dynamic height is computed by dividing the NAVD 88
 RV0037.geopotential number by the normal gravity value computed on the
 RV0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0037.degrees latitude (g = 980.6199 gals.).
 RV0037
 RV0037.The modeled gravity was interpolated from observed gravity values.
 RV0037
 RV0037;                    North         East    Units  Estimated Accuracy
 RV0037;SPC MT       -   209,330.      680,510.      MT  (+/- 180 meters Scaled)
 RV0037
 RV0037                          SUPERSEDED SURVEY CONTROL
 RV0037
 RV0037  NGVD 29 (??/??/92) 1035.716  (m)         3398.01   (f) ADJ UNCH    2 0
 RV0037
 RV0037.Superseded values are not recommended for survey control.
 RV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0037.See file dsdata.txt to determine how the superseded data were derived.
 RV0037
 RV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS963115(NAD 83)
 RV0037_MARKER: DB = BENCH MARK DISK
 RV0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0037_STAMPING: L 124 1934
 RV0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0037+STABILITY: SURFACE MOTION
 RV0037
 RV0037  HISTORY     - Date     Condition        Report By
 RV0037  HISTORY     - 1934     MONUMENTED       CGS
 RV0037  HISTORY     - 1974     MARK NOT FOUND   USGS
 RV0037
 RV0037                          STATION DESCRIPTION
 RV0037
 RV0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0037'4.1 MI S FROM THIRTY MILE INN.
 RV0037'4.1 MILES SOUTH ALONG U. S. HIGHWAY 87 FROM THIRTY MILE INN,
 RV0037'MUSSELSHELL COUNTY, 350 YARDS NORTHWEST OF A DESERTED FARMHOUSE, ON A
 RV0037'SMALL HILL, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 RV0037'NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED L 124 1934
 RV0037'AND SET IN THE TOP OF A CONCRETE POST.
 RV0037
 RV0037                          STATION RECOVERY (1974)
 RV0037
 RV0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RV0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0101 ***********************************************************************
 RV0101  DESIGNATION -  L 125
 RV0101  PID         -  RV0101
 RV0101  STATE/COUNTY-  MT/GOLDEN VALLEY
 RV0101  USGS QUAD   -  LAVINA (1979)
 RV0101
 RV0101                         *CURRENT SURVEY CONTROL
 RV0101  ___________________________________________________________________
 RV0101* NAD 83(1986)-  46 18 03.     (N)    108 58 30.     (W)     SCALED    
 RV0101* NAVD 88     -      1052.023  (meters)    3451.51   (feet)  ADJUSTED  
 RV0101  ___________________________________________________________________
 RV0101  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 RV0101  DYNAMIC HT  -        1051.848 (meters)    3450.94  (feet)  COMP
 RV0101  MODELED GRAV-     980,412.0   (mgal)                       NAVD 88
 RV0101
 RV0101  VERT ORDER  -  SECOND    CLASS 0
 RV0101
 RV0101.The horizontal coordinates were scaled from a topographic map and have
 RV0101.an estimated accuracy of +/- 6 seconds.
 RV0101
 RV0101.The orthometric height was determined by differential leveling
 RV0101.and adjusted by the National Geodetic Survey in June 1991..
 RV0101
 RV0101.The geoid height was determined by GEOID03.
 RV0101
 RV0101.The dynamic height is computed by dividing the NAVD 88
 RV0101.geopotential number by the normal gravity value computed on the
 RV0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0101.degrees latitude (g = 980.6199 gals.).
 RV0101
 RV0101.The modeled gravity was interpolated from observed gravity values.
 RV0101
 RV0101;                    North         East    Units  Estimated Accuracy
 RV0101;SPC MT       -   228,040.      640,430.      MT  (+/- 180 meters Scaled)
 RV0101
 RV0101                          SUPERSEDED SURVEY CONTROL
 RV0101
 RV0101  NGVD 29 (??/??/92) 1051.165  (m)         3448.70   (f) ADJ UNCH    2 0
 RV0101
 RV0101.Superseded values are not recommended for survey control.
 RV0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0101.See file dsdata.txt to determine how the superseded data were derived.
 RV0101
 RV0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS559294(NAD 83)
 RV0101_MARKER: DB = BENCH MARK DISK
 RV0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0101_STAMPING: L 125 1934
 RV0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0101+STABILITY: SURFACE MOTION
 RV0101
 RV0101  HISTORY     - Date     Condition        Report By
 RV0101  HISTORY     - 1934     MONUMENTED       CGS
 RV0101  HISTORY     - 1974     MARK NOT FOUND   USGS
 RV0101
 RV0101                          STATION DESCRIPTION
 RV0101
 RV0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0101'1.7 MI W FROM LAVINA.
 RV0101'1.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RV0101'RAILROAD FROM LAVINA, GOLDEN VALLEY COUNTY, 7-1/2 POLES WEST OF
 RV0101'MILEPOST 1292, 18 FEET NORTH OF THE TRACK, AND 3 FEET NORTH OF THE
 RV0101'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 125 1934 AND SET IN
 RV0101'THE TOP OF A CON CRETE POST.  NOTE-- THE ROW FENCE IS NOW 40 FEET
 RV0101'NORTH OF THE TRACK.
 RV0101
 RV0101                          STATION RECOVERY (1974)
 RV0101
 RV0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RV0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0059 ***********************************************************************
 RW0059  DESIGNATION -  L 126
 RW0059  PID         -  RW0059
 RW0059  STATE/COUNTY-  MT/WHEATLAND
 RW0059  USGS QUAD   -  TWODOT (1972)
 RW0059
 RW0059                         *CURRENT SURVEY CONTROL
 RW0059  ___________________________________________________________________
 RW0059* NAD 83(1986)-  46 25 34.     (N)    110 04 21.     (W)     SCALED    
 RW0059* NAVD 88     -      1351.889  (meters)    4435.32   (feet)  ADJUSTED  
 RW0059  ___________________________________________________________________
 RW0059  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 RW0059  DYNAMIC HT  -        1351.580 (meters)    4434.31  (feet)  COMP
 RW0059  MODELED GRAV-     980,339.0   (mgal)                       NAVD 88
 RW0059
 RW0059  VERT ORDER  -  SECOND    CLASS 0
 RW0059
 RW0059.The horizontal coordinates were scaled from a topographic map and have
 RW0059.an estimated accuracy of +/- 6 seconds.
 RW0059
 RW0059.The orthometric height was determined by differential leveling
 RW0059.and adjusted by the National Geodetic Survey in June 1991..
 RW0059
 RW0059.The geoid height was determined by GEOID03.
 RW0059
 RW0059.The dynamic height is computed by dividing the NAVD 88
 RW0059.geopotential number by the normal gravity value computed on the
 RW0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0059.degrees latitude (g = 980.6199 gals.).
 RW0059
 RW0059.The modeled gravity was interpolated from observed gravity values.
 RW0059
 RW0059;                    North         East    Units  Estimated Accuracy
 RW0059;SPC MT       -   241,980.      556,020.      MT  (+/- 180 meters Scaled)
 RW0059
 RW0059                          SUPERSEDED SURVEY CONTROL
 RW0059
 RW0059  NGVD 29 (??/??/92) 1350.912  (m)         4432.12   (f) ADJ UNCH    2 0
 RW0059
 RW0059.Superseded values are not recommended for survey control.
 RW0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0059.See file dsdata.txt to determine how the superseded data were derived.
 RW0059
 RW0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS712418(NAD 83)
 RW0059_MARKER: DB = BENCH MARK DISK
 RW0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RW0059_SP_SET: VENTILATOR BASE
 RW0059_STAMPING: L 126 1934
 RW0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RW0059
 RW0059  HISTORY     - Date     Condition        Report By
 RW0059  HISTORY     - 1934     MONUMENTED       CGS
 RW0059
 RW0059                          STATION DESCRIPTION
 RW0059
 RW0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0059'IN TWODOT.
 RW0059'AT TWODOT, WHEATLAND COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RW0059'PACIFIC RAILROAD, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 RW0059'VENTILATOR BASE OF THE MONTANA POWER CO. SUBSTATION, 30 FEET SOUTH OF
 RW0059'THE MAIN TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 RW0059'DISK, STAMPED L 126 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0530 ***********************************************************************
 RW0530  DESIGNATION -  L 126 RESET
 RW0530  PID         -  RW0530
 RW0530  STATE/COUNTY-  MT/WHEATLAND
 RW0530  USGS QUAD   -  TWODOT (1972)
 RW0530
 RW0530                         *CURRENT SURVEY CONTROL
 RW0530  ___________________________________________________________________
 RW0530* NAD 83(1986)-  46 25 34.     (N)    110 04 21.     (W)     SCALED    
 RW0530* NAVD 88     -      1351.53   (meters)    4434.1    (feet)  RESET     
 RW0530  ___________________________________________________________________
 RW0530  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 RW0530
 RW0530  VERT ORDER  -  THIRD
 RW0530
 RW0530.The horizontal coordinates were scaled from a topographic map and have
 RW0530.an estimated accuracy of +/- 6 seconds.
 RW0530
 RW0530.The orthometric height was computed from unverified reset data.
 RW0530.No vertical observational check was made to the station.
 RW0530
 RW0530.The geoid height was determined by GEOID03.
 RW0530
 RW0530;                    North         East    Units  Estimated Accuracy
 RW0530;SPC MT       -   241,980.      556,020.      MT  (+/- 180 meters Scaled)
 RW0530
 RW0530                          SUPERSEDED SURVEY CONTROL
 RW0530
 RW0530  NGVD 29 (03/30/06) 1350.55   (m)         4430.9    (f) RESET       3  
 RW0530
 RW0530.Superseded values are not recommended for survey control.
 RW0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0530.See file dsdata.txt to determine how the superseded data were derived.
 RW0530
 RW0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS712418(NAD 83)
 RW0530_MARKER: DV = VERTICAL CONTROL DISK
 RW0530_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RW0530_SP_SET: FOUNDATION
 RW0530_STAMPING: L 126 RESET 1982
 RW0530_MARK LOGO: NGS   
 RW0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 RW0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0530+STABILITY: SURFACE MOTION
 RW0530
 RW0530  HISTORY     - Date     Condition        Report By
 RW0530  HISTORY     - 1982     MONUMENTED       NGS
 RW0530
 RW0530                          STATION DESCRIPTION
 RW0530
 RW0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RW0530'AT TWO DOT, IN THE NORTHWEST CORNER OF THE FOUNDATION OF THE POST
 RW0530'OFFICE, 0.61 M (2.00 FT) EAST OF THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0084 ***********************************************************************
 RW0084  DESIGNATION -  L 127
 RW0084  PID         -  RW0084
 RW0084  STATE/COUNTY-  MT/MEAGHER
 RW0084  USGS QUAD   -  RINGLING (1980)
 RW0084
 RW0084                         *CURRENT SURVEY CONTROL
 RW0084  ___________________________________________________________________
 RW0084* NAD 83(1986)-  46 15 56.     (N)    110 49 44.     (W)     SCALED    
 RW0084* NAVD 88     -      1610.903  (meters)    5285.10   (feet)  ADJUSTED  
 RW0084  ___________________________________________________________________
 RW0084  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 RW0084  DYNAMIC HT  -        1610.396 (meters)    5283.44  (feet)  COMP
 RW0084  MODELED GRAV-     980,242.9   (mgal)                       NAVD 88
 RW0084
 RW0084  VERT ORDER  -  SECOND    CLASS 0
 RW0084
 RW0084.The horizontal coordinates were scaled from a topographic map and have
 RW0084.an estimated accuracy of +/- 6 seconds.
 RW0084
 RW0084.The orthometric height was determined by differential leveling
 RW0084.and adjusted by the National Geodetic Survey in June 1991..
 RW0084
 RW0084.The geoid height was determined by GEOID03.
 RW0084
 RW0084.The dynamic height is computed by dividing the NAVD 88
 RW0084.geopotential number by the normal gravity value computed on the
 RW0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0084.degrees latitude (g = 980.6199 gals.).
 RW0084
 RW0084.The modeled gravity was interpolated from observed gravity values.
 RW0084
 RW0084;                    North         East    Units  Estimated Accuracy
 RW0084;SPC MT       -   224,850.      497,610.      MT  (+/- 180 meters Scaled)
 RW0084
 RW0084                          SUPERSEDED SURVEY CONTROL
 RW0084
 RW0084  NGVD 29 (??/??/92) 1609.759  (m)         5281.35   (f) ADJ UNCH    2 0
 RW0084
 RW0084.Superseded values are not recommended for survey control.
 RW0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0084.See file dsdata.txt to determine how the superseded data were derived.
 RW0084
 RW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS131235(NAD 83)
 RW0084_MARKER: DB = BENCH MARK DISK
 RW0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0084_STAMPING: L 127 1934
 RW0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0084+STABILITY: SURFACE MOTION
 RW0084
 RW0084  HISTORY     - Date     Condition        Report By
 RW0084  HISTORY     - 1934     MONUMENTED       CGS
 RW0084
 RW0084                          STATION DESCRIPTION
 RW0084
 RW0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0084'1.3 MI W FROM RINGLING.
 RW0084'1.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RW0084'RAILROAD FROM THE STATION AT RINGLING, MEAGHER COUNTY, 15 FEET WEST OF
 RW0084'MILEPOST 1394, 17 FEET NORTHWEST OF THE TRACK, AND 2 FEET SOUTHEAST OF
 RW0084'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 127 1934 AND SET
 RW0084'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0160 ***********************************************************************
 QX0160  DESIGNATION -  L 128
 QX0160  PID         -  QX0160
 QX0160  STATE/COUNTY-  MT/PARK
 QX0160  USGS QUAD   -  WILSALL (1980)
 QX0160
 QX0160                         *CURRENT SURVEY CONTROL
 QX0160  ___________________________________________________________________
 QX0160* NAD 83(1986)-  45 57 30.     (N)    110 38 28.     (W)     SCALED    
 QX0160* NAVD 88     -      1513.236  (meters)    4964.68   (feet)  ADJUSTED  
 QX0160  ___________________________________________________________________
 QX0160  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 QX0160  DYNAMIC HT  -        1512.730 (meters)    4963.02  (feet)  COMP
 QX0160  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 QX0160
 QX0160  VERT ORDER  -  SECOND    CLASS 0
 QX0160
 QX0160.The horizontal coordinates were scaled from a topographic map and have
 QX0160.an estimated accuracy of +/- 6 seconds.
 QX0160
 QX0160.The orthometric height was determined by differential leveling
 QX0160.and adjusted by the National Geodetic Survey in June 1991..
 QX0160
 QX0160.The geoid height was determined by GEOID03.
 QX0160
 QX0160.The dynamic height is computed by dividing the NAVD 88
 QX0160.geopotential number by the normal gravity value computed on the
 QX0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0160.degrees latitude (g = 980.6199 gals.).
 QX0160
 QX0160.The modeled gravity was interpolated from observed gravity values.
 QX0160
 QX0160;                    North         East    Units  Estimated Accuracy
 QX0160;SPC MT       -   190,490.      511,580.      MT  (+/- 180 meters Scaled)
 QX0160
 QX0160                          SUPERSEDED SURVEY CONTROL
 QX0160
 QX0160  NGVD 29 (??/??/92) 1512.087  (m)         4960.91   (f) ADJ UNCH    2 0
 QX0160
 QX0160.Superseded values are not recommended for survey control.
 QX0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0160.See file dsdata.txt to determine how the superseded data were derived.
 QX0160
 QX0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR278894(NAD 83)
 QX0160_MARKER: DB = BENCH MARK DISK
 QX0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0160_STAMPING: L 128 1934
 QX0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0160+STABILITY: SURFACE MOTION
 QX0160
 QX0160  HISTORY     - Date     Condition        Report By
 QX0160  HISTORY     - 1934     MONUMENTED       CGS
 QX0160
 QX0160                          STATION DESCRIPTION
 QX0160
 QX0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QX0160'IN SHIELDS.
 QX0160'AT SHIELDS, PARK COUNTY, ON THE NORTHERN PACIFIC RAILWAY, TWO POLES
 QX0160'NORTH OF MILEPOST 20, AT A ROAD CROSSING, 31 FEET WEST OF THE
 QX0160'CENTERLINE OF THE MAIN TRACK, 14 FEET NORTH OF THE ROAD, AND 39 FEET
 QX0160'EAST OF THE CENTERLINE OF U.S. HIGHWAY 89.  A STANDARD DISK, STAMPED L
 QX0160'128 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0161 ***********************************************************************
 QX0161  DESIGNATION -  L 128 RESET
 QX0161  PID         -  QX0161
 QX0161  STATE/COUNTY-  MT/PARK
 QX0161  USGS QUAD   -  WILSALL (1980)
 QX0161
 QX0161                         *CURRENT SURVEY CONTROL
 QX0161  ___________________________________________________________________
 QX0161* NAD 83(1986)-  45 57 30.     (N)    110 38 28.     (W)     SCALED    
 QX0161* NAVD 88     -      1512.81   (meters)    4963.3    (feet)  RESET     
 QX0161  ___________________________________________________________________
 QX0161  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 QX0161
 QX0161  VERT ORDER  -  THIRD
 QX0161
 QX0161.The horizontal coordinates were scaled from a topographic map and have
 QX0161.an estimated accuracy of +/- 6 seconds.
 QX0161
 QX0161.The orthometric height was computed from unverified reset data.
 QX0161
 QX0161.The geoid height was determined by GEOID03.
 QX0161
 QX0161;                    North         East    Units  Estimated Accuracy
 QX0161;SPC MT       -   190,490.      511,580.      MT  (+/- 180 meters Scaled)
 QX0161
 QX0161                          SUPERSEDED SURVEY CONTROL
 QX0161
 QX0161.No superseded survey control is available for this station.
 QX0161
 QX0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR278894(NAD 83)
 QX0161_MARKER: DB = BENCH MARK DISK
 QX0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0161_SP_SET: CONCRETE
 QX0161_STAMPING: L 128 RESET 1973
 QX0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0161
 QX0161  HISTORY     - Date     Condition        Report By
 QX0161  HISTORY     - 1973     MONUMENTED       MTDH
 QX0161
 QX0161                          STATION DESCRIPTION
 QX0161
 QX0161'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1973
 QX0161'IN SHIELDS.
 QX0161'AT SHIELDS, PARK COUNTY, ON THE BURLINGTON NORTHERN RAILWAY, TWO POLES
 QX0161'NORTH OF MILE POST 20, AT A ROAD CROSSING, 23.5 FEET EAST OF THE
 QX0161'CENTERLINE OF THE MAIN TRACK, 22 FEET NORTH OF THE ROAD, AND 90 FEET
 QX0161'EAST OF THE CENTERLINE OF THE NEW U. S. HIGHWAY 89.  A STANDARD DISK
 QX0161'STAMPED L 128 RESET 1973 AND SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0131 ***********************************************************************
 RW0131  DESIGNATION -  L 129
 RW0131  PID         -  RW0131
 RW0131  STATE/COUNTY-  MT/MEAGHER
 RW0131  USGS QUAD   -  MOOSE MOUNTAIN (1995)
 RW0131
 RW0131                         *CURRENT SURVEY CONTROL
 RW0131  ___________________________________________________________________
 RW0131* NAD 83(1986)-  46 46 01.     (N)    110 48 48.     (W)     SCALED    
 RW0131* NAVD 88     -      1783.780  (meters)    5852.28   (feet)  ADJUSTED  
 RW0131  ___________________________________________________________________
 RW0131  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 RW0131  DYNAMIC HT  -        1783.198 (meters)    5850.38  (feet)  COMP
 RW0131  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 RW0131
 RW0131  VERT ORDER  -  SECOND    CLASS 0
 RW0131
 RW0131.The horizontal coordinates were scaled from a topographic map and have
 RW0131.an estimated accuracy of +/- 6 seconds.
 RW0131
 RW0131.The orthometric height was determined by differential leveling
 RW0131.and adjusted by the National Geodetic Survey in June 1991..
 RW0131
 RW0131.The geoid height was determined by GEOID03.
 RW0131
 RW0131.The dynamic height is computed by dividing the NAVD 88
 RW0131.geopotential number by the normal gravity value computed on the
 RW0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0131.degrees latitude (g = 980.6199 gals.).
 RW0131
 RW0131.The modeled gravity was interpolated from observed gravity values.
 RW0131
 RW0131;                    North         East    Units  Estimated Accuracy
 RW0131;SPC MT       -   280,530.      499,740.      MT  (+/- 180 meters Scaled)
 RW0131
 RW0131                          SUPERSEDED SURVEY CONTROL
 RW0131
 RW0131  NGVD 29 (??/??/92) 1782.58   (m)         5848.3    (f) COMPUTED    2 0
 RW0131
 RW0131.Superseded values are not recommended for survey control.
 RW0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0131.See file dsdata.txt to determine how the superseded data were derived.
 RW0131
 RW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS142792(NAD 83)
 RW0131_MARKER: DB = BENCH MARK DISK
 RW0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0131_STAMPING: L-129 1934
 RW0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0131+STABILITY: SURFACE MOTION
 RW0131
 RW0131  HISTORY     - Date     Condition        Report By
 RW0131  HISTORY     - 1934     MONUMENTED       CGS
 RW0131
 RW0131                          STATION DESCRIPTION
 RW0131
 RW0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0131'19.5 MI S FROM NEIHART.
 RW0131'19.5 MI S OF AND ALONG U. S. HIGHWAY NO. 87 W 31 FEET N OF CENTER OF
 RW0131'HIGHWAY.  90 FEET W OF POINT WHERE ROAD ENTERS TREES AFTER A SHORT
 RW0131'CLEARING ON EACH SIDE OF HIGHWAY.  ABOUT 200 YARDS SW OF FARM HOUSE. 2
 RW0131'FEET N OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0132 ***********************************************************************
 RW0132  DESIGNATION -  L 129 RESET
 RW0132  PID         -  RW0132
 RW0132  STATE/COUNTY-  MT/MEAGHER
 RW0132  USGS QUAD   -  MOOSE MOUNTAIN (1995)
 RW0132
 RW0132                         *CURRENT SURVEY CONTROL
 RW0132  ___________________________________________________________________
 RW0132* NAD 83(1986)-  46 46 01.     (N)    110 48 48.     (W)     SCALED    
 RW0132* NAVD 88     -      1783.88   (meters)    5852.6    (feet)  RESET     
 RW0132  ___________________________________________________________________
 RW0132  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 RW0132
 RW0132  VERT ORDER  -  THIRD
 RW0132
 RW0132.The horizontal coordinates were scaled from a topographic map and have
 RW0132.an estimated accuracy of +/- 6 seconds.
 RW0132
 RW0132.The orthometric height was computed from unverified reset data.
 RW0132.No vertical observational check was made to the station.
 RW0132
 RW0132.The geoid height was determined by GEOID03.
 RW0132
 RW0132;                    North         East    Units  Estimated Accuracy
 RW0132;SPC MT       -   280,530.      499,740.      MT  (+/- 180 meters Scaled)
 RW0132
 RW0132                          SUPERSEDED SURVEY CONTROL
 RW0132
 RW0132.No superseded survey control is available for this station.
 RW0132
 RW0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS142792(NAD 83)
 RW0132_MARKER: DB = BENCH MARK DISK
 RW0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0132_STAMPING: L 129 RESET 1940
 RW0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0132+STABILITY: SURFACE MOTION
 RW0132
 RW0132  HISTORY     - Date     Condition        Report By
 RW0132  HISTORY     - 1940     MONUMENTED       MTDH
 RW0132
 RW0132                          STATION DESCRIPTION
 RW0132
 RW0132'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1940
 RW0132'19.6 MI S FROM NEIHART.
 RW0132'IN MEAGHER COUNTY, 19.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM
 RW0132'NEIHART, CASCADE COUNTY, 200 YARDS SOUTHWEST OF A FARMHOUSE, 50 FEET
 RW0132'EAST OF THE CENTERLINE OF THE HIGHWAY, AND OPPOSITE STATION 405+25. A
 RW0132'STANDARD DISK, STAMPED L 129 RESET 1940 AND SET IN THE TOP OF A
 RW0132'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RX0503 ***********************************************************************
 RX0503  DESIGNATION -  L 13
 RX0503  PID         -  RX0503
 RX0503  STATE/COUNTY-  MT/GRANITE
 RX0503  USGS QUAD   -  DRUMMOND (1989)
 RX0503
 RX0503                         *CURRENT SURVEY CONTROL
 RX0503  ___________________________________________________________________
 RX0503* NAD 83(1986)-  46 40 01.     (N)    113 08 51.     (W)     SCALED    
 RX0503* NAVD 88     -      1204.564  (meters)    3951.97   (feet)  ADJUSTED  
 RX0503  ___________________________________________________________________
 RX0503  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 RX0503  DYNAMIC HT  -        1204.320 (meters)    3951.17  (feet)  COMP
 RX0503  MODELED GRAV-     980,370.3   (mgal)                       NAVD 88
 RX0503  OBS GRAVITY -     980,365.7   (mgal)                       GRAV_OBS
 RX0503
 RX0503  VERT ORDER  -  FIRST     CLASS II
 RX0503
 RX0503.The horizontal coordinates were scaled from a topographic map and have
 RX0503.an estimated accuracy of +/- 6 seconds.
 RX0503
 RX0503.The orthometric height was determined by differential leveling
 RX0503.and adjusted by the National Geodetic Survey in June 1991..
 RX0503.WARNING-Repeat measurements at this control monument indicate possible
 RX0503.vertical movement.
 RX0503
 RX0503.The geoid height was determined by GEOID03.
 RX0503
 RX0503.The dynamic height is computed by dividing the NAVD 88
 RX0503.geopotential number by the normal gravity value computed on the
 RX0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RX0503.degrees latitude (g = 980.6199 gals.).
 RX0503
 RX0503.The modeled gravity was interpolated from observed gravity values.
 RX0503.The observed gravity was obtained from relative gravimeter ties
 RX0503.to the IGSN71 gravity network.
 RX0503
 RX0503;                    North         East    Units  Estimated Accuracy
 RX0503;SPC MT       -   275,070.      321,130.      MT  (+/- 180 meters Scaled)
 RX0503
 RX0503                          SUPERSEDED SURVEY CONTROL
 RX0503
 RX0503  NGVD 29 (??/??/92) 1203.486  (m)         3948.44   (f) ADJ UNCH    1 2
 RX0503
 RX0503.Superseded values are not recommended for survey control.
 RX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RX0503.See file dsdata.txt to determine how the superseded data were derived.
 RX0503
 RX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUS357703(NAD 83)
 RX0503_MARKER: DB = BENCH MARK DISK
 RX0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RX0503_SP_SET: FOOTING
 RX0503_STAMPING: L 13 3948.485
 RX0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RX0503
 RX0503  HISTORY     - Date     Condition        Report By
 RX0503  HISTORY     - UNK      MONUMENTED       CGS
 RX0503  HISTORY     - 1959     GOOD             NGS
 RX0503  HISTORY     - 1979     GOOD             NGS
 RX0503
 RX0503                          STATION DESCRIPTION
 RX0503
 RX0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RX0503'IN DRUMMOND.
 RX0503'AT DRUMMOND, 188 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 RX0503'NORTHERN PACIFIC RAILROAD STATION, IN SECTION 31, T 11 N, R 12 W, IN
 RX0503'THE TOP OF THE NORTHWEST CORNER OF THE NORTHWEST CONCRETE FOOTING OF
 RX0503'AN ABANDONED WATER TANK, 134 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 RX0503'TRACK, 95 FEET WEST OF THE WEST SIDE OF A RAILROAD WATER TANK, 66 FEET
 RX0503'EAST OF THE CENTER LINE OF U. S. HIGHWAY 10S, 45 1/2 FEET NORTH OF THE
 RX0503'NORTHWEST CORNER OF A SECTION HOUSE, AND PROJECTING 28 INCHES.
 RX0503
 RX0503                          STATION RECOVERY (1979)
 RX0503
 RX0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RX0503'ADD--0.5 MILE EAST ALONG THE OLD HIGHWAY FROM THE JUNCTION OF US
 RX0503'HIGHWAY 90 AND STATE HIGHWAY 10A IN DRUMMOND,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0022 ***********************************************************************
 RV0022  DESIGNATION -  L 130
 RV0022  PID         -  RV0022
 RV0022  STATE/COUNTY-  MT/PETROLEUM
 RV0022  USGS QUAD   -  WINNETT SOUTH (1986)
 RV0022
 RV0022                         *CURRENT SURVEY CONTROL
 RV0022  ___________________________________________________________________
 RV0022* NAD 83(1986)-  46 58 42.     (N)    108 21 23.     (W)     SCALED    
 RV0022* NAVD 88     -       907.251  (meters)    2976.54   (feet)  ADJUSTED  
 RV0022  ___________________________________________________________________
 RV0022  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 RV0022  DYNAMIC HT  -         907.203 (meters)    2976.38  (feet)  COMP
 RV0022  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 RV0022
 RV0022  VERT ORDER  -  SECOND    CLASS 0
 RV0022
 RV0022.The horizontal coordinates were scaled from a topographic map and have
 RV0022.an estimated accuracy of +/- 6 seconds.
 RV0022
 RV0022.The orthometric height was determined by differential leveling
 RV0022.and adjusted by the National Geodetic Survey in June 1991..
 RV0022
 RV0022.The geoid height was determined by GEOID03.
 RV0022
 RV0022.The dynamic height is computed by dividing the NAVD 88
 RV0022.geopotential number by the normal gravity value computed on the
 RV0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0022.degrees latitude (g = 980.6199 gals.).
 RV0022
 RV0022.The modeled gravity was interpolated from observed gravity values.
 RV0022
 RV0022;                    North         East    Units  Estimated Accuracy
 RV0022;SPC MT       -   303,810.      686,960.      MT  (+/- 180 meters Scaled)
 RV0022
 RV0022                          SUPERSEDED SURVEY CONTROL
 RV0022
 RV0022  NGVD 29 (??/??/92)  906.548  (m)         2974.23   (f) ADJ UNCH    2 0
 RV0022
 RV0022.Superseded values are not recommended for survey control.
 RV0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0022.See file dsdata.txt to determine how the superseded data were derived.
 RV0022
 RV0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYT010061(NAD 83)
 RV0022_MARKER: DB = BENCH MARK DISK
 RV0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0022_STAMPING: L 130 1934
 RV0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0022+STABILITY: SURFACE MOTION
 RV0022
 RV0022  HISTORY     - Date     Condition        Report By
 RV0022  HISTORY     - 1934     MONUMENTED       CGS
 RV0022  HISTORY     - 1978     GOOD             USGS
 RV0022  HISTORY     - 20001205 GOOD             MTDNR
 RV0022
 RV0022                          STATION DESCRIPTION
 RV0022
 RV0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0022'2.0 MI S FROM WINNETT.
 RV0022'2.0 MILES SOUTH ALONG THE ROAD LEADING TO KELLEY FROM WINNETT,
 RV0022'PETROLEUM COUNTY, 0.2 MILE NORTH OF A T-ROAD LEADING WEST, 24 FEET
 RV0022'EAST OF THE CENTERLINE OF THE ROAD, 10 FEET NORTH OF A FENCE GATE, AND
 RV0022'6 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 130
 RV0022'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RV0022
 RV0022                          STATION RECOVERY (1978)
 RV0022
 RV0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RV0022'WINNETT POST OFFICE, 2.0 MILES SOUTHWEST FROM ALONG MONTANA STATE
 RV0022'HWY. 244 0.2 MILE NORTH OF T-RD WEST, SOUTHWEST CORNER OF NW 1/4 SEC.
 RV0022'18 T 14 N. R 27 E. CENTER OF HWY AT FIELD ENTRANCE EAST, 20 FT. NORTH
 RV0022'FROM ALONG CENTERLINE OF HWY AND 36 FT. EAST NORMAL TO HWY., 4.0 FT.
 RV0022'EAST OF ROW FENCE. A STANDARD NGS DISK STAMPED L 130 1934 SET IN TOP
 RV0022'OF A 6 IN. SQ. CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 RV0022
 RV0022                          STATION RECOVERY (2000)
 RV0022
 RV0022'RECOVERY NOTE BY MONTANA DEPT NATURAL RESOUR AN 2000 (ML)
 RV0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0129 ***********************************************************************
 RV0129  DESIGNATION -  L 131
 RV0129  PID         -  RV0129
 RV0129  STATE/COUNTY-  MT/FERGUS
 RV0129  USGS QUAD   -  MILK SPRINGS (1986)
 RV0129
 RV0129                         *CURRENT SURVEY CONTROL
 RV0129  ___________________________________________________________________
 RV0129* NAD 83(1986)-  46 57 05.     (N)    108 44 57.     (W)     SCALED    
 RV0129* NAVD 88     -      1154.549  (meters)    3787.88   (feet)  ADJUSTED  
 RV0129  ___________________________________________________________________
 RV0129  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 RV0129  DYNAMIC HT  -        1154.434 (meters)    3787.51  (feet)  COMP
 RV0129  MODELED GRAV-     980,473.6   (mgal)                       NAVD 88
 RV0129
 RV0129  VERT ORDER  -  SECOND    CLASS 0
 RV0129
 RV0129.The horizontal coordinates were scaled from a topographic map and have
 RV0129.an estimated accuracy of +/- 6 seconds.
 RV0129
 RV0129.The orthometric height was determined by differential leveling
 RV0129.and adjusted by the National Geodetic Survey in June 1991..
 RV0129
 RV0129.The geoid height was determined by GEOID03.
 RV0129
 RV0129.The dynamic height is computed by dividing the NAVD 88
 RV0129.geopotential number by the normal gravity value computed on the
 RV0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0129.degrees latitude (g = 980.6199 gals.).
 RV0129
 RV0129.The modeled gravity was interpolated from observed gravity values.
 RV0129
 RV0129;                    North         East    Units  Estimated Accuracy
 RV0129;SPC MT       -   300,450.      657,120.      MT  (+/- 180 meters Scaled)
 RV0129
 RV0129                          SUPERSEDED SURVEY CONTROL
 RV0129
 RV0129  NGVD 29 (??/??/92) 1153.754  (m)         3785.27   (f) ADJ UNCH    2 0
 RV0129
 RV0129.Superseded values are not recommended for survey control.
 RV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0129.See file dsdata.txt to determine how the superseded data were derived.
 RV0129
 RV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT712022(NAD 83)
 RV0129_MARKER: DB = BENCH MARK DISK
 RV0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0129_STAMPING: L 131 1934
 RV0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0129+STABILITY: SURFACE MOTION
 RV0129
 RV0129  HISTORY     - Date     Condition        Report By
 RV0129  HISTORY     - 1934     MONUMENTED       CGS
 RV0129
 RV0129                          STATION DESCRIPTION
 RV0129
 RV0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RV0129'3.9 MI N FROM BATTRICK.
 RV0129'3.9 MILES NORTH ALONG U.S. HIGHWAY 87 FROM BATTRICK, FERGUS COUNTY,
 RV0129'0.1 MILE SOUTHEAST OF A BRIDGE, AT THE FOOT OF A HILL, 150 FEET EAST
 RV0129'OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET WEST OF A FENCE.  A
 RV0129'STANDARD DISK, STAMPED L 131 1934 AND SET IN THE TOP OF A CONCRETE
 RV0129'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0042 ***********************************************************************
 SS0042  DESIGNATION -  L 132
 SS0042  PID         -  SS0042
 SS0042  STATE/COUNTY-  MT/JUDITH BASIN
 SS0042  USGS QUAD   -  ARROW CREEK (1979)
 SS0042
 SS0042                         *CURRENT SURVEY CONTROL
 SS0042  ___________________________________________________________________
 SS0042* NAD 83(1986)-  47 20 29.     (N)    110 08 48.     (W)     SCALED    
 SS0042* NAVD 88     -      1147.728  (meters)    3765.50   (feet)  ADJUSTED  
 SS0042  ___________________________________________________________________
 SS0042  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 SS0042  DYNAMIC HT  -        1147.636 (meters)    3765.20  (feet)  COMP
 SS0042  MODELED GRAV-     980,492.1   (mgal)                       NAVD 88
 SS0042
 SS0042  VERT ORDER  -  SECOND    CLASS 0
 SS0042
 SS0042.The horizontal coordinates were scaled from a topographic map and have
 SS0042.an estimated accuracy of +/- 6 seconds.
 SS0042
 SS0042.The orthometric height was determined by differential leveling
 SS0042.and adjusted by the National Geodetic Survey in June 1991..
 SS0042
 SS0042.The geoid height was determined by GEOID03.
 SS0042
 SS0042.The dynamic height is computed by dividing the NAVD 88
 SS0042.geopotential number by the normal gravity value computed on the
 SS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0042.degrees latitude (g = 980.6199 gals.).
 SS0042
 SS0042.The modeled gravity was interpolated from observed gravity values.
 SS0042
 SS0042;                    North         East    Units  Estimated Accuracy
 SS0042;SPC MT       -   343,710.      551,160.      MT  (+/- 180 meters Scaled)
 SS0042
 SS0042                          SUPERSEDED SURVEY CONTROL
 SS0042
 SS0042  NGVD 29 (??/??/92) 1146.857  (m)         3762.65   (f) ADJ UNCH    2 0
 SS0042
 SS0042.Superseded values are not recommended for survey control.
 SS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0042.See file dsdata.txt to determine how the superseded data were derived.
 SS0042
 SS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT644434(NAD 83)
 SS0042_MARKER: DB = BENCH MARK DISK
 SS0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0042_STAMPING: L 132 1934
 SS0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0042+STABILITY: SURFACE MOTION
 SS0042
 SS0042  HISTORY     - Date     Condition        Report By
 SS0042  HISTORY     - 1934     MONUMENTED       CGS
 SS0042  HISTORY     - 1961     GOOD             NGS
 SS0042
 SS0042                          STATION DESCRIPTION
 SS0042
 SS0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0042'1.4 MI E FROM ARROW CREEK.
 SS0042'ABOUT 1.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0042'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK,
 SS0042'IN SECTION 12, T 18 N, R 12 E, 90 FEET SOUTH OF AND ACROSS THE TRACK
 SS0042'FROM THE FIRST POLE EAST OF MILEPOST 105, 42 FEET SOUTH OF THE SOUTH
 SS0042'RAIL, 5 1/2 FEET NORTH OF A FENCE, 0.7 FEET SOUTH OF A METAL WITNESS
 SS0042'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 SS0042'A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0187 ***********************************************************************
 RV0187  DESIGNATION -  L 133
 RV0187  PID         -  RV0187
 RV0187  STATE/COUNTY-  MT/FERGUS
 RV0187  USGS QUAD   -  LOCO RIDGE (1970)
 RV0187
 RV0187                         *CURRENT SURVEY CONTROL
 RV0187  ___________________________________________________________________
 RV0187* NAD 83(1986)-  46 59 22.     (N)    109 14 10.     (W)     SCALED    
 RV0187* NAVD 88     -      1396.661  (meters)    4582.21   (feet)  ADJUSTED  
 RV0187  ___________________________________________________________________
 RV0187  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 RV0187  DYNAMIC HT  -        1396.458 (meters)    4581.55  (feet)  COMP
 RV0187  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 RV0187
 RV0187  VERT ORDER  -  SECOND    CLASS 0
 RV0187
 RV0187.The horizontal coordinates were scaled from a topographic map and have
 RV0187.an estimated accuracy of +/- 6 seconds.
 RV0187
 RV0187.The orthometric height was determined by differential leveling
 RV0187.and adjusted by the National Geodetic Survey in June 1991..
 RV0187
 RV0187.The geoid height was determined by GEOID03.
 RV0187
 RV0187.The dynamic height is computed by dividing the NAVD 88
 RV0187.geopotential number by the normal gravity value computed on the
 RV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0187.degrees latitude (g = 980.6199 gals.).
 RV0187
 RV0187.The modeled gravity was interpolated from observed gravity values.
 RV0187
 RV0187;                    North         East    Units  Estimated Accuracy
 RV0187;SPC MT       -   304,440.      620,060.      MT  (+/- 180 meters Scaled)
 RV0187
 RV0187                          SUPERSEDED SURVEY CONTROL
 RV0187
 RV0187  NGVD 29 (??/??/92) 1395.768  (m)         4579.28   (f) ADJ UNCH    2 0
 RV0187
 RV0187.Superseded values are not recommended for survey control.
 RV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0187.See file dsdata.txt to determine how the superseded data were derived.
 RV0187
 RV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT341055(NAD 83)
 RV0187_MARKER: DB = BENCH MARK DISK
 RV0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0187_STAMPING: L 133 1934
 RV0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0187+STABILITY: SURFACE MOTION
 RV0187
 RV0187  HISTORY     - Date     Condition        Report By
 RV0187  HISTORY     - 1934     MONUMENTED       CGS
 RV0187  HISTORY     - 1961     GOOD             NGS
 RV0187
 RV0187                          STATION DESCRIPTION
 RV0187
 RV0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RV0187'1.8 MI SE FROM HEATH.
 RV0187'ABOUT 1.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0187'PACIFIC RAILROAD FROM THE GYPSUM PLANT AT HEATH, OR 3.3 MILES
 RV0187'NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 RV0187'FROM THE STATION SIGN AT PIPER, IN SECTION 7, T 14 N, R 19 E, 132 FEET
 RV0187'NORTH OF AND ACROSS THE TRACK FROM MILEPOST 12, 89 FEET NORTH OF THE
 RV0187'NORTH RAIL, 103 FEET EAST OF THE CENTER OF A NARROW DRAW, 43 FEET
 RV0187'NORTH OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 5 FEET
 RV0187'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RV0187'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0093 ***********************************************************************
 SR0093  DESIGNATION -  L 134
 SR0093  PID         -  SR0093
 SR0093  STATE/COUNTY-  MT/FERGUS
 SR0093  USGS QUAD   -  GRIFFEE COULEE (1985)
 SR0093
 SR0093                         *CURRENT SURVEY CONTROL
 SR0093  ___________________________________________________________________
 SR0093* NAD 83(1986)-  47 25 39.     (N)    108 45 21.     (W)     SCALED    
 SR0093* NAVD 88     -       919.997  (meters)    3018.36   (feet)  ADJUSTED  
 SR0093  ___________________________________________________________________
 SR0093  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 SR0093  DYNAMIC HT  -         919.987 (meters)    3018.32  (feet)  COMP
 SR0093  MODELED GRAV-     980,569.8   (mgal)                       NAVD 88
 SR0093
 SR0093  VERT ORDER  -  SECOND    CLASS 0
 SR0093
 SR0093.The horizontal coordinates were scaled from a topographic map and have
 SR0093.an estimated accuracy of +/- 6 seconds.
 SR0093
 SR0093.The orthometric height was determined by differential leveling
 SR0093.and adjusted by the National Geodetic Survey in June 1991..
 SR0093
 SR0093.The geoid height was determined by GEOID03.
 SR0093
 SR0093.The dynamic height is computed by dividing the NAVD 88
 SR0093.geopotential number by the normal gravity value computed on the
 SR0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0093.degrees latitude (g = 980.6199 gals.).
 SR0093
 SR0093.The modeled gravity was interpolated from observed gravity values.
 SR0093
 SR0093;                    North         East    Units  Estimated Accuracy
 SR0093;SPC MT       -   353,340.      656,110.      MT  (+/- 180 meters Scaled)
 SR0093
 SR0093                          SUPERSEDED SURVEY CONTROL
 SR0093
 SR0093  NGVD 29 (??/??/92)  919.231  (m)         3015.84   (f) ADJ UNCH    2 0
 SR0093
 SR0093.Superseded values are not recommended for survey control.
 SR0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0093.See file dsdata.txt to determine how the superseded data were derived.
 SR0093
 SR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT692551(NAD 83)
 SR0093_MARKER: DB = BENCH MARK DISK
 SR0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0093_STAMPING: L 134 1934
 SR0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0093+STABILITY: SURFACE MOTION
 SR0093
 SR0093  HISTORY     - Date     Condition        Report By
 SR0093  HISTORY     - 1934     MONUMENTED       CGS
 SR0093  HISTORY     - 1961     GOOD             NGS
 SR0093  HISTORY     - 1979     MARK NOT FOUND   USGS
 SR0093
 SR0093                          STATION DESCRIPTION
 SR0093
 SR0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0093'14.4 MI NE FROM ROY.
 SR0093'7.6 MILES EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 SR0093'PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 6.5 MILES NORTHEAST
 SR0093'ALONG STATE HIGHWAY 19, THENCE 0.3 MILE SOUTHWEST ALONG A TRACK ROAD,
 SR0093'IN SECTION 11, T 19 N, R 23 E, 0.05 MILE NORTHEAST OF THE JUNCTION OF
 SR0093'THE TRACK ROAD AND A DIRT ROAD LEADING SOUTH, 34 FEET SOUTHEAST OF THE
 SR0093'CENTER LINE OF THE ROAD, 67 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM
 SR0093'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SR0093'NOTE-- MARK IS 300 FEET NE OF THE JUNCTION OF THE OLD WILDER ROAD WITH
 SR0093'A ROAD FROM THE SOUTH, AND ABOUT 30 FEET SE OF THE CENTERLINE OF THE
 SR0093'ROAD.
 SR0093
 SR0093                          STATION RECOVERY (1979)
 SR0093
 SR0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SR0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0171 ***********************************************************************
 RW0171  DESIGNATION -  L 136
 RW0171  PID         -  RW0171
 RW0171  STATE/COUNTY-  MT/MEAGHER
 RW0171  USGS QUAD   -  LINGSHIRE NE (1995)
 RW0171
 RW0171                         *CURRENT SURVEY CONTROL
 RW0171  ___________________________________________________________________
 RW0171* NAD 83(1986)-  46 54 19.     (N)    111 20 54.     (W)     SCALED    
 RW0171* NAVD 88     -      1482.124  (meters)    4862.60   (feet)  ADJUSTED  
 RW0171  ___________________________________________________________________
 RW0171  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 RW0171  DYNAMIC HT  -        1481.829 (meters)    4861.63  (feet)  COMP
 RW0171  MODELED GRAV-     980,361.3   (mgal)                       NAVD 88
 RW0171
 RW0171  VERT ORDER  -  SECOND    CLASS 0
 RW0171
 RW0171.The horizontal coordinates were scaled from a topographic map and have
 RW0171.an estimated accuracy of +/- 6 seconds.
 RW0171
 RW0171.The orthometric height was determined by differential leveling
 RW0171.and adjusted by the National Geodetic Survey in June 1991..
 RW0171
 RW0171.The geoid height was determined by GEOID03.
 RW0171
 RW0171.The dynamic height is computed by dividing the NAVD 88
 RW0171.geopotential number by the normal gravity value computed on the
 RW0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0171.degrees latitude (g = 980.6199 gals.).
 RW0171
 RW0171.The modeled gravity was interpolated from observed gravity values.
 RW0171
 RW0171;                    North         East    Units  Estimated Accuracy
 RW0171;SPC MT       -   296,710.      459,270.      MT  (+/- 180 meters Scaled)
 RW0171
 RW0171                          SUPERSEDED SURVEY CONTROL
 RW0171
 RW0171  NGVD 29 (??/??/92) 1481.118  (m)         4859.30   (f) ADJ UNCH    2 0
 RW0171
 RW0171.Superseded values are not recommended for survey control.
 RW0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0171.See file dsdata.txt to determine how the superseded data were derived.
 RW0171
 RW0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVS734946(NAD 83)
 RW0171_MARKER: DB = BENCH MARK DISK
 RW0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RW0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RW0171_STAMPING: L 136 1934
 RW0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0171+STABILITY: SURFACE MOTION
 RW0171
 RW0171  HISTORY     - Date     Condition        Report By
 RW0171  HISTORY     - 1934     MONUMENTED       CGS
 RW0171
 RW0171                          STATION DESCRIPTION
 RW0171
 RW0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RW0171'6.2 MI N FROM LINGSHIRE.
 RW0171'6.2 MILES NORTH ALONG THE MILLEGAN ROAD FROM LINGSHIRE MEAGHER COUNTY,
 RW0171'NEAR THE TOP OF A HILL, 42 FEET EAST OF THE CENTERLINE OF THE ROAD,
 RW0171'AND 9 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L
 RW0171'136 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0785 ***********************************************************************
 SS0785  DESIGNATION -  L 137
 SS0785  PID         -  SS0785
 SS0785  STATE/COUNTY-  MT/CASCADE
 SS0785  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0785
 SS0785                         *CURRENT SURVEY CONTROL
 SS0785  ___________________________________________________________________
 SS0785* NAD 83(1986)-  47 24 24.     (N)    111 29 31.     (W)     SCALED    
 SS0785* NAVD 88     -      1023.121  (meters)    3356.69   (feet)  ADJUSTED  
 SS0785  ___________________________________________________________________
 SS0785  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS0785  DYNAMIC HT  -        1023.046 (meters)    3356.44  (feet)  COMP
 SS0785  MODELED GRAV-     980,504.6   (mgal)                       NAVD 88
 SS0785
 SS0785  VERT ORDER  -  SECOND    CLASS 0
 SS0785
 SS0785.The horizontal coordinates were scaled from a topographic map and have
 SS0785.an estimated accuracy of +/- 6 seconds.
 SS0785
 SS0785.The orthometric height was determined by differential leveling
 SS0785.and adjusted by the National Geodetic Survey in June 1991..
 SS0785
 SS0785.The geoid height was determined by GEOID03.
 SS0785
 SS0785.The dynamic height is computed by dividing the NAVD 88
 SS0785.geopotential number by the normal gravity value computed on the
 SS0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0785.degrees latitude (g = 980.6199 gals.).
 SS0785
 SS0785.The modeled gravity was interpolated from observed gravity values.
 SS0785
 SS0785;                    North         East    Units  Estimated Accuracy
 SS0785;SPC MT       -   352,670.      449,760.      MT  (+/- 180 meters Scaled)
 SS0785
 SS0785                          SUPERSEDED SURVEY CONTROL
 SS0785
 SS0785  NGVD 29 (??/??/92) 1022.23   (m)         3353.8    (f) COMPUTED    2 0
 SS0785
 SS0785.Superseded values are not recommended for survey control.
 SS0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0785.See file dsdata.txt to determine how the superseded data were derived.
 SS0785
 SS0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT628504(NAD 83)
 SS0785_MARKER: DB = BENCH MARK DISK
 SS0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0785_STAMPING: L-137 1934
 SS0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0785+STABILITY: SURFACE MOTION
 SS0785
 SS0785  HISTORY     - Date     Condition        Report By
 SS0785  HISTORY     - 1934     MONUMENTED       CGS
 SS0785  HISTORY     - 1941     MARK NOT FOUND   LOCENG
 SS0785
 SS0785                          STATION DESCRIPTION
 SS0785
 SS0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SS0785'1.8 MI SE FROM ULM.
 SS0785'1.8 MI SE OF AND ALONG THE ROAD TO MILLEGAN AT A TURN IN THE ROAD. 0.4
 SS0785'MILE NW OF A JUNCTION OF ROADS.  30 FEET SW OF THE CENTER OF THE ROAD.
 SS0785'3 FEET NE OF THE R/W FENCE.
 SS0785
 SS0785                          STATION RECOVERY (1941)
 SS0785
 SS0785'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 SS0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0786 ***********************************************************************
 SS0786  DESIGNATION -  L 137 RESET
 SS0786  PID         -  SS0786
 SS0786  STATE/COUNTY-  MT/CASCADE
 SS0786  USGS QUAD   -  ANTELOPE BUTTE (1994)
 SS0786
 SS0786                         *CURRENT SURVEY CONTROL
 SS0786  ___________________________________________________________________
 SS0786* NAD 83(1986)-  47 24 24.     (N)    111 29 31.     (W)     SCALED    
 SS0786* NAVD 88     -      1022.89   (meters)    3355.9    (feet)  RESET     
 SS0786  ___________________________________________________________________
 SS0786  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 SS0786
 SS0786  VERT ORDER  -  THIRD
 SS0786
 SS0786.The horizontal coordinates were scaled from a topographic map and have
 SS0786.an estimated accuracy of +/- 6 seconds.
 SS0786
 SS0786.The orthometric height was computed from unverified reset data.
 SS0786.No vertical observational check was made to the station.
 SS0786
 SS0786.The geoid height was determined by GEOID03.
 SS0786
 SS0786;                    North         East    Units  Estimated Accuracy
 SS0786;SPC MT       -   352,670.      449,760.      MT  (+/- 180 meters Scaled)
 SS0786
 SS0786                          SUPERSEDED SURVEY CONTROL
 SS0786
 SS0786  NGVD 29 (??/??/??) 1021.99   (m)         3353.0    (f) RESET       3  
 SS0786
 SS0786.Superseded values are not recommended for survey control.
 SS0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0786.See file dsdata.txt to determine how the superseded data were derived.
 SS0786
 SS0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT628504(NAD 83)
 SS0786_MARKER: DB = BENCH MARK DISK
 SS0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0786_STAMPING: L 137 1934 RESET 1941
 SS0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0786+STABILITY: SURFACE MOTION
 SS0786
 SS0786  HISTORY     - Date     Condition        Report By
 SS0786  HISTORY     - 1941     MONUMENTED       LOCENG
 SS0786  HISTORY     - 1962     MARK NOT FOUND   NGS
 SS0786
 SS0786                          STATION DESCRIPTION
 SS0786
 SS0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SS0786'1.8 MI S FROM ULM.
 SS0786'1.8 MILES SOUTHEAST ALONG THE MILLEGAN ROAD FROM ULM, CASCADE COUNTY,
 SS0786'0.4 MILE NORTHWEST OF A ROAD JUNCTION, AT A TURN IN THE ROAD, 42 FEET
 SS0786'SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 4 FEET SOUTHWEST OF THE
 SS0786'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 137 1934 RESET 1941
 SS0786'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0044 ***********************************************************************
 PZ0044  DESIGNATION -  L 138
 PZ0044  PID         -  PZ0044
 PZ0044  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0044  USGS QUAD   -  CORRAL CREEK (1968)
 PZ0044
 PZ0044                         *CURRENT SURVEY CONTROL
 PZ0044  ___________________________________________________________________
 PZ0044* NAD 83(1986)-  44 36 02.     (N)    112 10 03.     (W)     SCALED    
 PZ0044* NAVD 88     -      2045.163  (meters)    6709.84   (feet)  ADJUSTED  
 PZ0044  ___________________________________________________________________
 PZ0044  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 PZ0044  DYNAMIC HT  -        2043.998 (meters)    6706.02  (feet)  COMP
 PZ0044  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 PZ0044
 PZ0044  VERT ORDER  -  FIRST     CLASS II
 PZ0044
 PZ0044.The horizontal coordinates were scaled from a topographic map and have
 PZ0044.an estimated accuracy of +/- 6 seconds.
 PZ0044
 PZ0044.The orthometric height was determined by differential leveling
 PZ0044.and adjusted by the National Geodetic Survey in June 1991..
 PZ0044
 PZ0044.The geoid height was determined by GEOID03.
 PZ0044
 PZ0044.The dynamic height is computed by dividing the NAVD 88
 PZ0044.geopotential number by the normal gravity value computed on the
 PZ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0044.degrees latitude (g = 980.6199 gals.).
 PZ0044
 PZ0044.The modeled gravity was interpolated from observed gravity values.
 PZ0044
 PZ0044;                    North         East    Units  Estimated Accuracy
 PZ0044;SPC MT       -    42,580.      388,210.      MT  (+/- 180 meters Scaled)
 PZ0044
 PZ0044                          SUPERSEDED SURVEY CONTROL
 PZ0044
 PZ0044  NGVD 29 (??/??/92) 2043.799  (m)         6705.36   (f) ADJ UNCH    1 2
 PZ0044
 PZ0044.Superseded values are not recommended for survey control.
 PZ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0044.See file dsdata.txt to determine how the superseded data were derived.
 PZ0044
 PZ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ073392(NAD 83)
 PZ0044_MARKER: DB = BENCH MARK DISK
 PZ0044_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0044_SP_SET: ROCK
 PZ0044_STAMPING: L 138 1934
 PZ0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0044+STABILITY: POSITION/ELEVATION WELL
 PZ0044
 PZ0044  HISTORY     - Date     Condition        Report By
 PZ0044  HISTORY     - 1934     MONUMENTED       CGS
 PZ0044  HISTORY     - 1964     GOOD             NGS
 PZ0044
 PZ0044                          STATION DESCRIPTION
 PZ0044
 PZ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PZ0044'8.4 MI NE FROM MONIDA.
 PZ0044'8.4 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 PZ0044'RAILROAD STATION AT MONIDA, ABOUT 135 YARDS SOUTHEAST OF THE ROAD, SET
 PZ0044'IN THE CENTER OF THE TOP OF A ROCK THAT IS ABOUT 10 FEET LONG, 4 FEET
 PZ0044'HIGH AND WHICH PROJECTS FROM THE SIDE OF A MOUNTAIN, ABOUT 15 FEET
 PZ0044'EAST OF THE EXTENDED LINE OF A FENCE WHICH LEADS NORTHWEST AWAY FROM
 PZ0044'THE ROAD, AND ABOUT 60 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0343 ***********************************************************************
 QX0343  DESIGNATION -  L 139
 QX0343  PID         -  QX0343
 QX0343  STATE/COUNTY-  MT/MADISON
 QX0343  USGS QUAD   -  ENNIS (1988)
 QX0343
 QX0343                         *CURRENT SURVEY CONTROL
 QX0343  ___________________________________________________________________
 QX0343* NAD 83(1986)-  45 18 18.     (N)    111 41 40.     (W)     SCALED    
 QX0343* NAVD 88     -      1557.175  (meters)    5108.83   (feet)  ADJUSTED  
 QX0343  ___________________________________________________________________
 QX0343  GEOID HEIGHT-         -10.18  (meters)                     GEOID03
 QX0343  DYNAMIC HT  -        1556.514 (meters)    5106.66  (feet)  COMP
 QX0343  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 QX0343
 QX0343  VERT ORDER  -  FIRST     CLASS II
 QX0343
 QX0343.The horizontal coordinates were scaled from a topographic map and have
 QX0343.an estimated accuracy of +/- 6 seconds.
 QX0343
 QX0343.The orthometric height was determined by differential leveling
 QX0343.and adjusted by the National Geodetic Survey in June 1991..
 QX0343
 QX0343.The geoid height was determined by GEOID03.
 QX0343
 QX0343.The dynamic height is computed by dividing the NAVD 88
 QX0343.geopotential number by the normal gravity value computed on the
 QX0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0343.degrees latitude (g = 980.6199 gals.).
 QX0343
 QX0343.The modeled gravity was interpolated from observed gravity values.
 QX0343
 QX0343;                    North         East    Units  Estimated Accuracy
 QX0343;SPC MT       -   119,670.      427,950.      MT  (+/- 180 meters Scaled)
 QX0343
 QX0343                          SUPERSEDED SURVEY CONTROL
 QX0343
 QX0343  NGVD 29 (08/20/92) 1555.992  (m)         5104.95   (f) ADJUSTED    1 2
 QX0343
 QX0343.Superseded values are not recommended for survey control.
 QX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0343.See file dsdata.txt to determine how the superseded data were derived.
 QX0343
 QX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR455170(NAD 83)
 QX0343_MARKER: DB = BENCH MARK DISK
 QX0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0343_SP_SET: CONCRETE POST
 QX0343_STAMPING: L 139 1934
 QX0343_MARK LOGO: CGS   
 QX0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0343+STABILITY: SURFACE MOTION
 QX0343
 QX0343  HISTORY     - Date     Condition        Report By
 QX0343  HISTORY     - 1934     MONUMENTED       CGS
 QX0343  HISTORY     - 1959     GOOD             NGS
 QX0343  HISTORY     - 1987     GOOD             NGS
 QX0343
 QX0343                          STATION DESCRIPTION
 QX0343
 QX0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QX0343'4.05 MI SE FROM ENNIS.
 QX0343'4.05 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE HIGH SCHOOL AT
 QX0343'ENNIS, IN THE NORTH SIDE OF SECTION 23, T 6 S, R 1 W, 37 1/2 FEET
 QX0343'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE SOUTHEAST
 QX0343'OF A FARMHOUSE WHICH IS SURROUNDED BY A GROVE OF TREES, 9 FEET
 QX0343'SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE, 1.0 FOOT
 QX0343'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 QX0343'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QX0343
 QX0343                          STATION RECOVERY (1987)
 QX0343
 QX0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QX0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0328 ***********************************************************************
 SS0328  DESIGNATION -  L 140
 SS0328  PID         -  SS0328
 SS0328  STATE/COUNTY-  MT/CASCADE
 SS0328  USGS QUAD   -  RICEVILLE (1995)
 SS0328
 SS0328                         *CURRENT SURVEY CONTROL
 SS0328  ___________________________________________________________________
 SS0328* NAD 83(1986)-  47 12 45.     (N)    110 56 07.     (W)     SCALED    
 SS0328* NAVD 88     -      1209.859  (meters)    3969.35   (feet)  ADJUSTED  
 SS0328  ___________________________________________________________________
 SS0328  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 SS0328  DYNAMIC HT  -        1209.687 (meters)    3968.78  (feet)  COMP
 SS0328  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 SS0328
 SS0328  VERT ORDER  -  SECOND    CLASS 0
 SS0328
 SS0328.The horizontal coordinates were scaled from a topographic map and have
 SS0328.an estimated accuracy of +/- 6 seconds.
 SS0328
 SS0328.The orthometric height was determined by differential leveling
 SS0328.and adjusted by the National Geodetic Survey in June 1991..
 SS0328
 SS0328.The geoid height was determined by GEOID03.
 SS0328
 SS0328.The dynamic height is computed by dividing the NAVD 88
 SS0328.geopotential number by the normal gravity value computed on the
 SS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0328.degrees latitude (g = 980.6199 gals.).
 SS0328
 SS0328.The modeled gravity was interpolated from observed gravity values.
 SS0328
 SS0328;                    North         East    Units  Estimated Accuracy
 SS0328;SPC MT       -   330,180.      491,340.      MT  (+/- 180 meters Scaled)
 SS0328
 SS0328                          SUPERSEDED SURVEY CONTROL
 SS0328
 SS0328  NGVD 29 (??/??/92) 1208.875  (m)         3966.12   (f) ADJ UNCH    2 0
 SS0328
 SS0328.Superseded values are not recommended for survey control.
 SS0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0328.See file dsdata.txt to determine how the superseded data were derived.
 SS0328
 SS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT049287(NAD 83)
 SS0328_MARKER: DB = BENCH MARK DISK
 SS0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0328_STAMPING: L 140 1934
 SS0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0328+STABILITY: SURFACE MOTION
 SS0328
 SS0328  HISTORY     - Date     Condition        Report By
 SS0328  HISTORY     - 1934     MONUMENTED       CGS
 SS0328  HISTORY     - 1961     GOOD             NGS
 SS0328
 SS0328                          STATION DESCRIPTION
 SS0328
 SS0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SS0328'13.9 MI S FROM BELT.
 SS0328'ABOUT 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0328'STATION AT BELT, THENCE 10.15 MILES SOUTH ALONG U.S. HIGHWAY 89,
 SS0328'THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 26, T 17 N, R
 SS0328'6 E, AT THE CROSSING OF THE OLD ABANDONED GREAT NORTHERN RAILWAY AND
 SS0328'IN LINE WITH A POLE FENCE, 136 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 SS0328'2 STORY RANCH HOUSE, 143 FEET NORTHWEST OF THE CENTER LINE OF THE
 SS0328'ROAD, 42 FEET NORTHWEST OF THE CENTER LINE OF AN OLD ROAD, 127 FEET
 SS0328'NORTHEAST OF THE NORTH CORNER OF A WOODEN BRIDGE OVER BELT CREEK, 37
 SS0328'FEET SOUTHWEST OF THE CENTER OF A GATE, 20 FEET SOUTHWEST OF THE
 SS0328'CENTER OF THE RAILROAD GRADE, 0.9 FOOT SOUTHWEST OF A METAL WITNESS
 SS0328'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SS0328'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE6018 ***********************************************************************
 DE6018  DESIGNATION -  L 140 RESET
 DE6018  PID         -  DE6018
 DE6018  STATE/COUNTY-  MT/CASCADE
 DE6018  USGS QUAD   -  RICEVILLE (1995)
 DE6018
 DE6018                         *CURRENT SURVEY CONTROL
 DE6018  ___________________________________________________________________
 DE6018* NAD 83(1986)-  47 12 45.     (N)    110 56 07.     (W)     SCALED    
 DE6018* NAVD 88     -      1209.33   (meters)    3967.6    (feet)  RESET     
 DE6018  ___________________________________________________________________
 DE6018  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 DE6018
 DE6018  VERT ORDER  -  THIRD
 DE6018
 DE6018.The horizontal coordinates were scaled from a topographic map and have
 DE6018.an estimated accuracy of +/- 6 seconds.
 DE6018
 DE6018.The orthometric height was computed from unverified reset data.
 DE6018.No vertical observational check was made to the station.
 DE6018
 DE6018.The geoid height was determined by GEOID03.
 DE6018
 DE6018;                    North         East    Units  Estimated Accuracy
 DE6018;SPC MT       -   330,180.      491,340.      MT  (+/- 180 meters Scaled)
 DE6018
 DE6018                          SUPERSEDED SURVEY CONTROL
 DE6018
 DE6018.No superseded survey control is available for this station.
 DE6018
 DE6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT049287(NAD 83)
 DE6018_MARKER: DV = VERTICAL CONTROL DISK
 DE6018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE6018_SP_SET: BRIDGE
 DE6018_STAMPING: L 140 RESET 2000
 DE6018_MARK LOGO: NGS   
 DE6018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6018
 DE6018  HISTORY     - Date     Condition        Report By
 DE6018  HISTORY     - 2000     MONUMENTED       MTDOT
 DE6018
 DE6018                          STATION DESCRIPTION
 DE6018
 DE6018'DESCRIBED BY MONTANA DEPARTMENT OF TRANSPORTATION 2000 (LSC)
 DE6018'13.9 MILES (22.4 KM) SOUTH FROM BELT.  GO ABOUT 3.35 MILES (5.39 KM)
 DE6018'SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT BELT,
 DE6018'THENCE 10.15 MILES (16.33 KM) SOUTH ALONG US HIGHWAY 89, THENCE 0.4
 DE6018'MILE (0.6 KM) SOUTH ALONG A GRAVEL ROAD (OLD RICEVILLE ROAD) , TO A
 DE6018'CONCRETE BRIDGE AT THE BELT CREEK CROSSING.  THE MARK IS AT THE
 DE6018'NORTHEAST CORNER OF THE BRIDGE, A STANDARD DISK DRILLED IN TOP OF THE
 DE6018'BRIDGE END, AND IS 0.7 FOOT (21.3 CM) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QY0100 ***********************************************************************
 QY0100  DESIGNATION -  L 142
 QY0100  PID         -  QY0100
 QY0100  STATE/COUNTY-  MT/BEAVERHEAD
 QY0100  USGS QUAD   -  BEAVERHEAD ROCK (1962)
 QY0100
 QY0100                         *CURRENT SURVEY CONTROL
 QY0100  ___________________________________________________________________
 QY0100* NAD 83(1986)-  45 23 41.     (N)    112 27 05.     (W)     SCALED    
 QY0100* NAVD 88     -      1469.408  (meters)    4820.88   (feet)  ADJUSTED  
 QY0100  ___________________________________________________________________
 QY0100  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 QY0100  DYNAMIC HT  -        1468.878 (meters)    4819.14  (feet)  COMP
 QY0100  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 QY0100
 QY0100  VERT ORDER  -  SECOND    CLASS 0
 QY0100
 QY0100.The horizontal coordinates were scaled from a topographic map and have
 QY0100.an estimated accuracy of +/- 6 seconds.
 QY0100
 QY0100.The orthometric height was determined by differential leveling
 QY0100.and adjusted by the National Geodetic Survey in June 1991..
 QY0100
 QY0100.The geoid height was determined by GEOID03.
 QY0100
 QY0100.The dynamic height is computed by dividing the NAVD 88
 QY0100.geopotential number by the normal gravity value computed on the
 QY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0100.degrees latitude (g = 980.6199 gals.).
 QY0100
 QY0100.The modeled gravity was interpolated from observed gravity values.
 QY0100
 QY0100;                    North         East    Units  Estimated Accuracy
 QY0100;SPC MT       -   131,580.      369,000.      MT  (+/- 180 meters Scaled)
 QY0100
 QY0100                          SUPERSEDED SURVEY CONTROL
 QY0100
 QY0100  NGVD 29 (??/??/92) 1468.310  (m)         4817.28   (f) ADJ UNCH    2 0
 QY0100
 QY0100.Superseded values are not recommended for survey control.
 QY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0100.See file dsdata.txt to determine how the superseded data were derived.
 QY0100
 QY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUR863278(NAD 83)
 QY0100_MARKER: DB = BENCH MARK DISK
 QY0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0100_STAMPING: L 142 1934
 QY0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0100+STABILITY: SURFACE MOTION
 QY0100
 QY0100  HISTORY     - Date     Condition        Report By
 QY0100  HISTORY     - 1934     MONUMENTED       CGS
 QY0100  HISTORY     - 1961     MARK NOT FOUND   USGS
 QY0100
 QY0100                          STATION DESCRIPTION
 QY0100
 QY0100'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QY0100'12.2 MI SW FROM TWIN BRIDGES.
 QY0100'IN BEAVERHEAD COUNTY, 12.2 MILES SOUTHWEST ALONG STATE HIGHWAY 41 FROM
 QY0100'TWIN BRIDGES, MADISON COUNTY, 0.65 MILE NORTH OF BEAVERHEAD ROCK,
 QY0100'ABOUT 170 YARDS SOUTH OF A BRIDGE ON A CURVE, 33 FEET WEST OF THE
 QY0100'CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE. A
 QY0100'STANDARD DISK, STAMPED L 142 1934 AND SET IN THE TOP OF A CONCRETE
 QY0100'POST.  NOTE-- PROBABLY COVERED BY NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0381 ***********************************************************************
 QX0381  DESIGNATION -  L 143
 QX0381  PID         -  QX0381
 QX0381  STATE/COUNTY-  MT/JEFFERSON
 QX0381  USGS QUAD   -  JEFFERSON ISLAND (1987)
 QX0381
 QX0381                         *CURRENT SURVEY CONTROL
 QX0381  ___________________________________________________________________
 QX0381* NAD 83(1986)-  45 51 09.     (N)    111 55 24.     (W)     SCALED    
 QX0381* NAVD 88     -      1301.366  (meters)    4269.56   (feet)  ADJUSTED  
 QX0381  ___________________________________________________________________
 QX0381  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 QX0381  DYNAMIC HT  -        1300.992 (meters)    4268.34  (feet)  COMP
 QX0381  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 QX0381
 QX0381  VERT ORDER  -  FIRST     CLASS II
 QX0381
 QX0381.The horizontal coordinates were scaled from a topographic map and have
 QX0381.an estimated accuracy of +/- 6 seconds.
 QX0381
 QX0381.The orthometric height was determined by differential leveling
 QX0381.and adjusted by the National Geodetic Survey in June 1991..
 QX0381
 QX0381.The geoid height was determined by GEOID03.
 QX0381
 QX0381.The dynamic height is computed by dividing the NAVD 88
 QX0381.geopotential number by the normal gravity value computed on the
 QX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0381.degrees latitude (g = 980.6199 gals.).
 QX0381
 QX0381.The modeled gravity was interpolated from observed gravity values.
 QX0381
 QX0381;                    North         East    Units  Estimated Accuracy
 QX0381;SPC MT       -   181,000.      411,890.      MT  (+/- 180 meters Scaled)
 QX0381
 QX0381                          SUPERSEDED SURVEY CONTROL
 QX0381
 QX0381  NGVD 29 (??/??/92) 1300.305  (m)         4266.08   (f) ADJ UNCH    1 2
 QX0381
 QX0381.Superseded values are not recommended for survey control.
 QX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0381.See file dsdata.txt to determine how the superseded data were derived.
 QX0381
 QX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR283780(NAD 83)
 QX0381_MARKER: DB = BENCH MARK DISK
 QX0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0381_STAMPING: L 143 1934
 QX0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0381+STABILITY: SURFACE MOTION
 QX0381
 QX0381  HISTORY     - Date     Condition        Report By
 QX0381  HISTORY     - 1934     MONUMENTED       CGS
 QX0381  HISTORY     - 1958     GOOD             NGS
 QX0381
 QX0381                          STATION DESCRIPTION
 QX0381
 QX0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QX0381'1.7 MI E FROM CARDWELL.
 QX0381'ABOUT 1.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE POST
 QX0381'OFFICE AT CARDWELL, IN SECTION 12, T 1 N, R 3 W, 5 1/2 FEET NORTHEAST
 QX0381'OF THE 15TH POLE SOUTHEAST OF MILEPOST 30, 43 FEET NORTHEAST OF THE
 QX0381'NORTHEAST RAIL, 5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 QX0381'1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 QX0381'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0644 ***********************************************************************
 PY0644  DESIGNATION -  L 144
 PY0644  PID         -  PY0644
 PY0644  STATE/COUNTY-  MT/MADISON
 PY0644  USGS QUAD   -  CLIFF LAKE (1988)
 PY0644
 PY0644                         *CURRENT SURVEY CONTROL
 PY0644  ___________________________________________________________________
 PY0644* NAD 83(1986)-  44 51 53.     (N)    111 33 02.     (W)     SCALED    
 PY0644* NAVD 88     -      1812.418  (meters)    5946.24   (feet)  POSTED    
 PY0644  ___________________________________________________________________
 PY0644  GEOID HEIGHT-          -9.04  (meters)                     GEOID03
 PY0644  DYNAMIC HT  -        1811.420 (meters)    5942.97  (feet)  COMP
 PY0644  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 PY0644
 PY0644  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0644
 PY0644.The horizontal coordinates were scaled from a topographic map and have
 PY0644.an estimated accuracy of +/- 6 seconds.
 PY0644
 PY0644.The orthometric height was determined by differential leveling
 PY0644.and adjusted by the National Geodetic Survey in 1992..
 PY0644.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0644.rate of 4.1 thru 8.0 mm/km.
 PY0644
 PY0644.The geoid height was determined by GEOID03.
 PY0644
 PY0644.The dynamic height is computed by dividing the NAVD 88
 PY0644.geopotential number by the normal gravity value computed on the
 PY0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0644.degrees latitude (g = 980.6199 gals.).
 PY0644
 PY0644.The modeled gravity was interpolated from observed gravity values.
 PY0644
 PY0644;                    North         East    Units  Estimated Accuracy
 PY0644;SPC MT       -    70,450.      437,950.      MT  (+/- 180 meters Scaled)
 PY0644
 PY0644                          SUPERSEDED SURVEY CONTROL
 PY0644
 PY0644  NGVD 29 (??/??/92) 1810.822  (m)         5941.01   (f) ADJ UNCH    1 2
 PY0644
 PY0644.Superseded values are not recommended for survey control.
 PY0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0644.See file dsdata.txt to determine how the superseded data were derived.
 PY0644
 PY0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ565680(NAD 83)
 PY0644_MARKER: DB = BENCH MARK DISK
 PY0644_SETTING: 80 = SET IN A BOULDER
 PY0644_STAMPING: L 144 1959
 PY0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0644+STABILITY: SURFACE MOTION
 PY0644
 PY0644  HISTORY     - Date     Condition        Report By
 PY0644  HISTORY     - 1959     MONUMENTED       CGS
 PY0644
 PY0644                          STATION DESCRIPTION
 PY0644
 PY0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0644'27.15 MI S FROM CAMERON.
 PY0644'ABOUT 27.15 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE
 PY0644'AND STORE AT CAMERON, IN SECTION 24, T 11 S, R 1 E, 58 FEET NORTH OF
 PY0644'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER
 PY0644'PROJECTING ABOUT 3 FEET, 263 FEET EAST OF THE CENTER LINE OF A PRIVATE
 PY0644'DRIVEWAY, 176 FEET WEST OF THE WEST END OF A STEEP BANK AND SLIDE
 PY0644'AREA, 11 1/2 FEET NORTH OF A FENCE, 2.3 FEET NORTHEAST OF A FENCE, AND
 PY0644'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0645 ***********************************************************************
 PY0645  DESIGNATION -  L 144 RESET
 PY0645  PID         -  PY0645
 PY0645  STATE/COUNTY-  MT/MADISON
 PY0645  USGS QUAD   -  CLIFF LAKE (1988)
 PY0645
 PY0645                         *CURRENT SURVEY CONTROL
 PY0645  ___________________________________________________________________
 PY0645* NAD 83(1986)-  44 51 52.     (N)    111 33 01.     (W)     SCALED    
 PY0645* NAVD 88     -      1812.87   (+/-2cm)    5947.7    (feet)  VERTCON   
 PY0645  ___________________________________________________________________
 PY0645  GEOID HEIGHT-          -9.04  (meters)                     GEOID03
 PY0645
 PY0645  VERT ORDER  -  THIRD (See Below)
 PY0645
 PY0645.The horizontal coordinates were scaled from a topographic map and have
 PY0645.an estimated accuracy of +/- 6 seconds.
 PY0645
 PY0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0645.The vertical order pertains to the NGVD 29 superseded value.
 PY0645
 PY0645.The geoid height was determined by GEOID03.
 PY0645
 PY0645;                    North         East    Units  Estimated Accuracy
 PY0645;SPC MT       -    70,420.      437,970.      MT  (+/- 180 meters Scaled)
 PY0645
 PY0645                          SUPERSEDED SURVEY CONTROL
 PY0645
 PY0645  NGVD 29 (03/30/06) 1811.60   (m)         5943.6    (f) RESET       3  
 PY0645
 PY0645.Superseded values are not recommended for survey control.
 PY0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0645.See file dsdata.txt to determine how the superseded data were derived.
 PY0645
 PY0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ565680(NAD 83)
 PY0645_MARKER: DB = BENCH MARK DISK
 PY0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0645_STAMPING: L 144 RESET 1966
 PY0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0645+STABILITY: SURFACE MOTION
 PY0645
 PY0645  HISTORY     - Date     Condition        Report By
 PY0645  HISTORY     - 1966     MONUMENTED       MTDH
 PY0645  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0645
 PY0645                          STATION DESCRIPTION
 PY0645
 PY0645'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1966
 PY0645'27.15 MI S FROM CAMERON.
 PY0645'ABOUT 27.15 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 PY0645'AND STORE AT CAMERON, IN SECTION 24, T 11 S, R 1 E, 105 FEET RT. OF
 PY0645'THE CENTERLINE OF THE HIGHWAY AT HIGHWAY STATION 662+00 IN A CONCRETE
 PY0645'POST PROJECTING 6 INCHES ABOVE THE GROUND.
 PY0645
 PY0645                          STATION RECOVERY (1987)
 PY0645
 PY0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0431 ***********************************************************************
 QX0431  DESIGNATION -  L 145
 QX0431  PID         -  QX0431
 QX0431  STATE/COUNTY-  MT/MADISON
 QX0431  USGS QUAD   -  NORRIS (1988)
 QX0431
 QX0431                         *CURRENT SURVEY CONTROL
 QX0431  ___________________________________________________________________
 QX0431* NAD 83(1986)-  45 37 01.     (N)    111 44 11.     (W)     SCALED    
 QX0431* NAVD 88     -      1523.772  (meters)    4999.24   (feet)  ADJUSTED  
 QX0431  ___________________________________________________________________
 QX0431  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 QX0431  DYNAMIC HT  -        1523.230 (meters)    4997.46  (feet)  COMP
 QX0431  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 QX0431
 QX0431  VERT ORDER  -  FIRST     CLASS II
 QX0431
 QX0431.The horizontal coordinates were scaled from a topographic map and have
 QX0431.an estimated accuracy of +/- 6 seconds.
 QX0431
 QX0431.The orthometric height was determined by differential leveling
 QX0431.and adjusted by the National Geodetic Survey in June 1991..
 QX0431
 QX0431.The geoid height was determined by GEOID03.
 QX0431
 QX0431.The dynamic height is computed by dividing the NAVD 88
 QX0431.geopotential number by the normal gravity value computed on the
 QX0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0431.degrees latitude (g = 980.6199 gals.).
 QX0431
 QX0431.The modeled gravity was interpolated from observed gravity values.
 QX0431
 QX0431;                    North         East    Units  Estimated Accuracy
 QX0431;SPC MT       -   154,410.      425,650.      MT  (+/- 180 meters Scaled)
 QX0431
 QX0431                          SUPERSEDED SURVEY CONTROL
 QX0431
 QX0431  NGVD 29 (??/??/92) 1522.651  (m)         4995.56   (f) ADJ UNCH    1 2
 QX0431
 QX0431.Superseded values are not recommended for survey control.
 QX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0431.See file dsdata.txt to determine how the superseded data were derived.
 QX0431
 QX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR425517(NAD 83)
 QX0431_MARKER: DB = BENCH MARK DISK
 QX0431_SETTING: 66 = SET IN ROCK OUTCROP
 QX0431_SP_SET: ROCK OUTCROP
 QX0431_STAMPING: L 145 1959
 QX0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QX0431+STABILITY: POSITION/ELEVATION WELL
 QX0431
 QX0431  HISTORY     - Date     Condition        Report By
 QX0431  HISTORY     - 1959     MONUMENTED       CGS
 QX0431
 QX0431                          STATION DESCRIPTION
 QX0431
 QX0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QX0431'3.7 MI NW FROM NORRIS.
 QX0431'ABOUT 3.7 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0431'RAILROAD FROM THE STATION AT NORRIS, IN SECTION 33, T 2 S, R 1 W,
 QX0431'ABOUT 0.35 MILE NORTHWEST OF MILEPOST 17, 164 FEET NORTHEAST OF THE
 QX0431'NORTHEAST RAIL, IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 6 INCHES
 QX0431'ON THE SOUTHWEST SIDE, ON THE SOUTHWEST SLOPE OF A HILL, 100 FEET
 QX0431'NORTHEAST OF A FENCE, 48 FEET NORTHEAST OF A CLUMP OF WILLOW TREES
 QX0431'WHICH ARE AT THE NORTH END OF A SMALL POND, AND ABOUT 8 FEET ABOVE THE
 QX0431'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0592 ***********************************************************************
 QX0592  DESIGNATION -  L 146 RESET
 QX0592  PID         -  QX0592
 QX0592  STATE/COUNTY-  MT/MADISON
 QX0592  USGS QUAD   -  CAMERON (1988)
 QX0592
 QX0592                         *CURRENT SURVEY CONTROL
 QX0592  ___________________________________________________________________
 QX0592* NAD 83(1986)-  45 08 26.     (N)    111 40 31.     (W)     SCALED    
 QX0592* NAVD 88     -      1650.737  (meters)    5415.79   (feet)  ADJUSTED  
 QX0592  ___________________________________________________________________
 QX0592  GEOID HEIGHT-          -9.78  (meters)                     GEOID03
 QX0592  DYNAMIC HT  -        1649.967 (meters)    5413.27  (feet)  COMP
 QX0592  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 QX0592
 QX0592  VERT ORDER  -  FIRST     CLASS II
 QX0592
 QX0592.The horizontal coordinates were scaled from a topographic map and have
 QX0592.an estimated accuracy of +/- 6 seconds.
 QX0592
 QX0592.The orthometric height was determined by differential leveling
 QX0592.and adjusted by the National Geodetic Survey in June 1991..
 QX0592
 QX0592.The geoid height was determined by GEOID03.
 QX0592
 QX0592.The dynamic height is computed by dividing the NAVD 88
 QX0592.geopotential number by the normal gravity value computed on the
 QX0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0592.degrees latitude (g = 980.6199 gals.).
 QX0592
 QX0592.The modeled gravity was interpolated from observed gravity values.
 QX0592
 QX0592;                    North         East    Units  Estimated Accuracy
 QX0592;SPC MT       -   101,360.      428,940.      MT  (+/- 180 meters Scaled)
 QX0592
 QX0592                          SUPERSEDED SURVEY CONTROL
 QX0592
 QX0592  NGVD 29 (08/20/92) 1649.530  (m)         5411.83   (f) ADJUSTED    1 2
 QX0592
 QX0592.Superseded values are not recommended for survey control.
 QX0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0592.See file dsdata.txt to determine how the superseded data were derived.
 QX0592
 QX0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ469987(NAD 83)
 QX0592_MARKER: DB = BENCH MARK DISK
 QX0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0592_SP_SET: CONCRETE POST
 QX0592_STAMPING: L 146 RESET 1984
 QX0592_MARK LOGO: NGS   
 QX0592_PROJECTION: FLUSH
 QX0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0592+STABILITY: SURFACE MOTION
 QX0592
 QX0592  HISTORY     - Date     Condition        Report By
 QX0592  HISTORY     - 1984     MONUMENTED       NGS
 QX0592  HISTORY     - 1987     GOOD             NGS
 QX0592
 QX0592                          STATION DESCRIPTION
 QX0592
 QX0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QX0592'7.2 KM (4.45 MI) SOUTH FROM CAMERON.
 QX0592'7.2 KM (4.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 QX0592'OFFICE IN CAMERON, AT THE FOOT OF A MESA, NEAR THE CENTER OF A LARGE
 QX0592'HIGHWAY FILL, 30.1 M (98.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 QX0592'HIGHWAY, AND 0.5 M (1.6 FT) NORTHWEST OF A BOULDER.
 QX0592'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 QX0592'THE MARK IS 20.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0092 ***********************************************************************
 RU0092  DESIGNATION -  L 147
 RU0092  PID         -  RU0092
 RU0092  STATE/COUNTY-  MT/ROSEBUD
 RU0092  USGS QUAD   -  NICHOLS (1984)
 RU0092
 RU0092                         *CURRENT SURVEY CONTROL
 RU0092  ___________________________________________________________________
 RU0092* NAD 83(1986)-  46 15 35.     (N)    106 48 18.     (W)     SCALED    
 RU0092* NAVD 88     -       780.085  (meters)    2559.33   (feet)  ADJUSTED  
 RU0092  ___________________________________________________________________
 RU0092  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 RU0092  DYNAMIC HT  -         780.007 (meters)    2559.07  (feet)  COMP
 RU0092  MODELED GRAV-     980,488.4   (mgal)                       NAVD 88
 RU0092
 RU0092  VERT ORDER  -  FIRST     CLASS II
 RU0092
 RU0092.The horizontal coordinates were scaled from a topographic map and have
 RU0092.an estimated accuracy of +/- 6 seconds.
 RU0092
 RU0092.The orthometric height was determined by differential leveling
 RU0092.and adjusted by the National Geodetic Survey in June 1991..
 RU0092
 RU0092.The geoid height was determined by GEOID03.
 RU0092
 RU0092.The dynamic height is computed by dividing the NAVD 88
 RU0092.geopotential number by the normal gravity value computed on the
 RU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0092.degrees latitude (g = 980.6199 gals.).
 RU0092
 RU0092.The modeled gravity was interpolated from observed gravity values.
 RU0092
 RU0092;                    North         East    Units  Estimated Accuracy
 RU0092;SPC MT       -   226,910.      807,640.      MT  (+/- 180 meters Scaled)
 RU0092
 RU0092                          SUPERSEDED SURVEY CONTROL
 RU0092
 RU0092  NGVD 29 (??/??/92)  779.454  (m)         2557.26   (f) ADJ UNCH    1 2
 RU0092
 RU0092.Superseded values are not recommended for survey control.
 RU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0092.See file dsdata.txt to determine how the superseded data were derived.
 RU0092
 RU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM608244(NAD 83)
 RU0092_MARKER: DB = BENCH MARK DISK
 RU0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RU0092_SP_SET: BRIDGE ABUTMENT
 RU0092_STAMPING: L 147 1960
 RU0092_MARK LOGO: CGS   
 RU0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RU0092
 RU0092  HISTORY     - Date     Condition        Report By
 RU0092  HISTORY     - 1960     MONUMENTED       CGS
 RU0092  HISTORY     - 1981     GOOD             NGS
 RU0092
 RU0092                          STATION DESCRIPTION
 RU0092
 RU0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0092'6.4 MI W FROM FORSYTH.
 RU0092'ABOUT 6.4 MILES WEST ALONG U.S. HIGHWAY 10 AND 312 FROM THE NORTHERN
 RU0092'PACIFIC RAILROAD STATION AT FORSYTH, 0.3 MILE SOUTH OF THE MAIN LINE
 RU0092'OF THE NORTHERN PACIFIC RAILROAD TRACK, 518 FEET WEST OF THE CROSSING
 RU0092'OF A SPUR LINE OF THE NORTHERN PACIFIC RAILROAD LEADING SOUTH TO
 RU0092'COLSTRIP, IN SECTION 23, R 39 E, T 6 N, SET IN THE TOP OF THE
 RU0092'NORTHEAST END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE OVER
 RU0092'ARMELLS CREEK, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 RU0092'ABOUT 9 INCHES ABOVE THE HIGHWAY.
 RU0092
 RU0092                          STATION RECOVERY (1981)
 RU0092
 RU0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RU0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RU0092'6.1 KM (3.8 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RU0092'THE RAILROAD STATION IN FORSYTH, THENCE 3.9 KM (2.4 MI) WESTERLY ALONG
 RU0092'OLD U.S. HIGHWAY 10 AND 312 (FRONTAGE ROAD), 0.2 KM (0.1 MI) WEST OF
 RU0092'THE CROSSING OF A SPUR TRACK, IN TOP OF THE NORTHEAST END OF THE EAST
 RU0092'ABUTMENT OF THE HIGHWAY BRIDGE OVER ARMELLS CREEK, AND 4.9 METERS
 RU0092'(16.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RU0092'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0057 ***********************************************************************
 RU0057  DESIGNATION -  L 148
 RU0057  PID         -  RU0057
 RU0057  STATE/COUNTY-  MT/ROSEBUD
 RU0057  USGS QUAD   -  THURLOW (1984)
 RU0057
 RU0057                         *CURRENT SURVEY CONTROL
 RU0057  ___________________________________________________________________
 RU0057* NAD 83(1986)-  46 16 14.     (N)    106 18 27.     (W)     SCALED    
 RU0057* NAVD 88     -       750.126  (meters)    2461.04   (feet)  ADJUSTED  
 RU0057  ___________________________________________________________________
 RU0057  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RU0057  DYNAMIC HT  -         750.057 (meters)    2460.81  (feet)  COMP
 RU0057  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 RU0057
 RU0057  VERT ORDER  -  FIRST     CLASS II
 RU0057
 RU0057.The horizontal coordinates were scaled from a topographic map and have
 RU0057.an estimated accuracy of +/- 6 seconds.
 RU0057
 RU0057.The orthometric height was determined by differential leveling
 RU0057.and adjusted by the National Geodetic Survey in June 1991..
 RU0057
 RU0057.The geoid height was determined by GEOID03.
 RU0057
 RU0057.The dynamic height is computed by dividing the NAVD 88
 RU0057.geopotential number by the normal gravity value computed on the
 RU0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0057.degrees latitude (g = 980.6199 gals.).
 RU0057
 RU0057.The modeled gravity was interpolated from observed gravity values.
 RU0057
 RU0057;                    North         East    Units  Estimated Accuracy
 RU0057;SPC MT       -   229,550.      845,900.      MT  (+/- 180 meters Scaled)
 RU0057
 RU0057                          SUPERSEDED SURVEY CONTROL
 RU0057
 RU0057  NGVD 29 (??/??/92)  749.526  (m)         2459.07   (f) ADJ UNCH    1 2
 RU0057
 RU0057.Superseded values are not recommended for survey control.
 RU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0057.See file dsdata.txt to determine how the superseded data were derived.
 RU0057
 RU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM992249(NAD 83)
 RU0057_MARKER: DB = BENCH MARK DISK
 RU0057_SETTING: 66 = SET IN ROCK OUTCROP
 RU0057_SP_SET: ROCK LEDGE
 RU0057_STAMPING: L 148 1960
 RU0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RU0057+STABILITY: POSITION/ELEVATION WELL
 RU0057
 RU0057  HISTORY     - Date     Condition        Report By
 RU0057  HISTORY     - 1960     MONUMENTED       CGS
 RU0057
 RU0057                          STATION DESCRIPTION
 RU0057
 RU0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RU0057'7 MI NE FROM ROSEBUD.
 RU0057'ABOUT 7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RU0057'STATION AT ROSEBUD, 15 TELEPHONE POLES WEST OF SEMAPHORE NUMBER 103.9,
 RU0057'27 FEET SOUTHWEST OF THE 13TH TELEPHONE POLE WEST OF MILEPOST 104, 11
 RU0057'1/2 RAILS SOUTHWEST OF A STATION ONE MILE SIGN, IN SECTION 14, R 43 E,
 RU0057'T 6 N, SET IN THE TOP OF A HARD SANDSTONE LEDGE AT THE FOOT OF A
 RU0057'BLUFF, 19 FEET SOUTH OF THE SOUTH RAIL, 21 FEET SOUTHWEST OF AN IRON
 RU0057'PIPE CULVERT, 10 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0282 ***********************************************************************
 RT0282  DESIGNATION -  L 149
 RT0282  PID         -  RT0282
 RT0282  STATE/COUNTY-  MT/CUSTER
 RT0282  USGS QUAD   -  LIGNITE CREEK (1980)
 RT0282
 RT0282                         *CURRENT SURVEY CONTROL
 RT0282  ___________________________________________________________________
 RT0282* NAD 83(1986)-  46 21 43.     (N)    105 54 48.     (W)     SCALED    
 RT0282* NAVD 88     -       726.017  (meters)    2381.94   (feet)  ADJUSTED  
 RT0282  ___________________________________________________________________
 RT0282  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RT0282  DYNAMIC HT  -         725.958 (meters)    2381.75  (feet)  COMP
 RT0282  MODELED GRAV-     980,510.6   (mgal)                       NAVD 88
 RT0282
 RT0282  VERT ORDER  -  FIRST     CLASS II
 RT0282
 RT0282.The horizontal coordinates were scaled from a topographic map and have
 RT0282.an estimated accuracy of +/- 6 seconds.
 RT0282
 RT0282.The orthometric height was determined by differential leveling
 RT0282.and adjusted by the National Geodetic Survey in June 1991..
 RT0282
 RT0282.The geoid height was determined by GEOID03.
 RT0282
 RT0282.The dynamic height is computed by dividing the NAVD 88
 RT0282.geopotential number by the normal gravity value computed on the
 RT0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0282.degrees latitude (g = 980.6199 gals.).
 RT0282
 RT0282.The modeled gravity was interpolated from observed gravity values.
 RT0282
 RT0282;                    North         East    Units  Estimated Accuracy
 RT0282;SPC MT       -   241,010.      875,770.      MT  (+/- 180 meters Scaled)
 RT0282
 RT0282                          SUPERSEDED SURVEY CONTROL
 RT0282
 RT0282  NGVD 29 (??/??/92)  725.419  (m)         2379.98   (f) ADJ UNCH    1 2
 RT0282
 RT0282.Superseded values are not recommended for survey control.
 RT0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0282.See file dsdata.txt to determine how the superseded data were derived.
 RT0282
 RT0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM297346(NAD 83)
 RT0282_MARKER: DB = BENCH MARK DISK
 RT0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0282_SP_SET: DITCH
 RT0282_STAMPING: L 149 1960
 RT0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0282
 RT0282  HISTORY     - Date     Condition        Report By
 RT0282  HISTORY     - 1960     MONUMENTED       CGS
 RT0282
 RT0282                          STATION DESCRIPTION
 RT0282
 RT0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0282'4.3 MI SW FROM MILES CITY.
 RT0282'ABOUT 4.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RT0282'STATION AT MILES CITY, 0.15 MILE NORTHEAST OF MILEPOST 83, AT THE
 RT0282'NORTHEAST SIDE OF A ROADSIDE PARK, IN SECTION 13, T 7 N, R 46 E, 126
 RT0282'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 44 FEET NORTHWEST OF THE CENTER
 RT0282'LINE OF U.S. HIGHWAY 10 AND 12, SET IN THE TOP AND CENTER OF THE
 RT0282'NORTHWEST CONCRETE HEADWALL OF AN IRRAGATION DITCH UNDER THE HIGHWAY,
 RT0282'AND ABOUT 4 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SU0213 ***********************************************************************
 SU0213  DESIGNATION -  L 15
 SU0213  PID         -  SU0213
 SU0213  STATE/COUNTY-  MT/SANDERS
 SU0213  USGS QUAD   -  QUINNS HOT SPRINGS (1985)
 SU0213
 SU0213                         *CURRENT SURVEY CONTROL
 SU0213  ___________________________________________________________________
 SU0213* NAD 83(1986)-  47 18 37.     (N)    114 50 28.     (W)     SCALED    
 SU0213* NAVD 88     -       779.225  (meters)    2556.51   (feet)  ADJUSTED  
 SU0213  ___________________________________________________________________
 SU0213  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 SU0213  DYNAMIC HT  -         779.151 (meters)    2556.26  (feet)  COMP
 SU0213  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 SU0213
 SU0213  VERT ORDER  -  FIRST     CLASS II
 SU0213
 SU0213.The horizontal coordinates were scaled from a topographic map and have
 SU0213.an estimated accuracy of +/- 6 seconds.
 SU0213
 SU0213.The orthometric height was determined by differential leveling
 SU0213.and adjusted by the National Geodetic Survey in June 1991..
 SU0213
 SU0213.The geoid height was determined by GEOID03.
 SU0213
 SU0213.The dynamic height is computed by dividing the NAVD 88
 SU0213.geopotential number by the normal gravity value computed on the
 SU0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0213.degrees latitude (g = 980.6199 gals.).
 SU0213
 SU0213.The modeled gravity was interpolated from observed gravity values.
 SU0213
 SU0213;                    North         East    Units  Estimated Accuracy
 SU0213;SPC MT       -   353,810.      196,690.      MT  (+/- 180 meters Scaled)
 SU0213
 SU0213                          SUPERSEDED SURVEY CONTROL
 SU0213
 SU0213  NGVD 29 (??/??/92)  778.063  (m)         2552.70   (f) ADJ UNCH    1 2
 SU0213
 SU0213.Superseded values are not recommended for survey control.
 SU0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0213.See file dsdata.txt to determine how the superseded data were derived.
 SU0213
 SU0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN631419(NAD 83)
 SU0213_MARKER: DB = BENCH MARK DISK
 SU0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0213_SP_SET: TUNNEL
 SU0213_STAMPING: L 15 1914
 SU0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0213
 SU0213  HISTORY     - Date     Condition        Report By
 SU0213  HISTORY     - 1914     MONUMENTED       CGS
 SU0213  HISTORY     - 1944     GOOD             NGS
 SU0213
 SU0213                          STATION DESCRIPTION
 SU0213
 SU0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SU0213'2.45 MI SW FROM QUINNS.
 SU0213'ALONG THE NORTHERN PACIFIC RAILWAY FREIGHT TRACK, 2.45 MILES SOUTHWEST
 SU0213'OF THE STATION AT QUINNS, 24 1/2 39-FOOT RAILS WEST OF MILEPOST NO.
 SU0213'212, 6.9 FEET SOUTH OF SOUTH RAIL, SET VERTICALLY IN THE FACE OF THE
 SU0213'CONCRETE PORTAL AT THE EAST END OF TUNNEL NO. 8, 1.4 FEET ABOVE THE
 SU0213'RAILS.  NOTE-- STAMPED L 15 1914.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0348 ***********************************************************************
 RT0348  DESIGNATION -  L 150
 RT0348  PID         -  RT0348
 RT0348  STATE/COUNTY-  MT/CUSTER
 RT0348  USGS QUAD   -  KINSEY NE (1969)
 RT0348
 RT0348                         *CURRENT SURVEY CONTROL
 RT0348  ___________________________________________________________________
 RT0348* NAD 83(1986)-  46 39 20.     (N)    105 30 24.     (W)     SCALED    
 RT0348* NAVD 88     -       691.073  (meters)    2267.30   (feet)  ADJUSTED  
 RT0348  ___________________________________________________________________
 RT0348  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RT0348  DYNAMIC HT  -         691.046 (meters)    2267.21  (feet)  COMP
 RT0348  MODELED GRAV-     980,551.5   (mgal)                       NAVD 88
 RT0348
 RT0348  VERT ORDER  -  FIRST     CLASS II
 RT0348
 RT0348.The horizontal coordinates were scaled from a topographic map and have
 RT0348.an estimated accuracy of +/- 6 seconds.
 RT0348
 RT0348.The orthometric height was determined by differential leveling
 RT0348.and adjusted by the National Geodetic Survey in June 1991..
 RT0348.WARNING-Repeat measurements at this control monument indicate possible
 RT0348.vertical movement.
 RT0348
 RT0348.The geoid height was determined by GEOID03.
 RT0348
 RT0348.The dynamic height is computed by dividing the NAVD 88
 RT0348.geopotential number by the normal gravity value computed on the
 RT0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0348.degrees latitude (g = 980.6199 gals.).
 RT0348
 RT0348.The modeled gravity was interpolated from observed gravity values.
 RT0348
 RT0348;                    North         East    Units  Estimated Accuracy
 RT0348;SPC MT       -   275,100.      905,350.      MT  (+/- 180 meters Scaled)
 RT0348
 RT0348                          SUPERSEDED SURVEY CONTROL
 RT0348
 RT0348  NGVD 29 (??/??/92)  690.522  (m)         2265.49   (f) ADJ UNCH    1 2
 RT0348
 RT0348.Superseded values are not recommended for survey control.
 RT0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0348.See file dsdata.txt to determine how the superseded data were derived.
 RT0348
 RT0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM612670(NAD 83)
 RT0348_MARKER: DB = BENCH MARK DISK
 RT0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0348_STAMPING: L 150 1960
 RT0348_MARK LOGO: CGS   
 RT0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0348+STABILITY: SURFACE MOTION
 RT0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RT0348+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RT0348
 RT0348  HISTORY     - Date     Condition        Report By
 RT0348  HISTORY     - 1960     MONUMENTED       CGS
 RT0348  HISTORY     - 1981     GOOD             NGS
 RT0348  HISTORY     - 20060911 GOOD             WAPA
 RT0348
 RT0348                          STATION DESCRIPTION
 RT0348
 RT0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0348'14.85 MI SW FROM TERRY.
 RT0348'ABOUT 14.85 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RT0348'THE STATION AT TERRY, 88 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOST
 RT0348'54, 0.15 MILE SOUTHWEST OF THE CUSTER-PRAIRIE COUNTY LINE, IN SECTION
 RT0348'1, T. 10 N, R. 49 E, 61 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 RT0348'MAIN TRACK, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SIDE TRACK,
 RT0348'108 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 10, 47 FEET
 RT0348'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 RT0348'19 FEET NORTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS
 RT0348'POST, ABOUT 5 FEET BELOW THE RAILS, AND IN THE TOP OF A CONCRETE POST
 RT0348'PROJECTING 6 INCHES.
 RT0348
 RT0348                          STATION RECOVERY (1981)
 RT0348
 RT0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0348'RECOVERED IN GOOD CONDITION.
 RT0348
 RT0348                          STATION RECOVERY (2006)
 RT0348
 RT0348'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2006 (CJD)
 RT0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0117 ***********************************************************************
 SQ0117  DESIGNATION -  L 151
 SQ0117  PID         -  SQ0117
 SQ0117  STATE/COUNTY-  MT/GARFIELD
 SQ0117  USGS QUAD   -  HAFLA SCHOOL (1965)
 SQ0117
 SQ0117                         *CURRENT SURVEY CONTROL
 SQ0117  ___________________________________________________________________
 SQ0117* NAD 83(1986)-  47 08 56.     (N)    106 29 16.     (W)     SCALED    
 SQ0117* NAVD 88     -       843.338  (meters)    2766.85   (feet)  ADJUSTED  
 SQ0117  ___________________________________________________________________
 SQ0117  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 SQ0117  DYNAMIC HT  -         843.320 (meters)    2766.79  (feet)  COMP
 SQ0117  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 SQ0117
 SQ0117  VERT ORDER  -  SECOND    CLASS 0
 SQ0117
 SQ0117.The horizontal coordinates were scaled from a topographic map and have
 SQ0117.an estimated accuracy of +/- 6 seconds.
 SQ0117
 SQ0117.The orthometric height was determined by differential leveling
 SQ0117.and adjusted by the National Geodetic Survey in June 1991..
 SQ0117
 SQ0117.The geoid height was determined by GEOID03.
 SQ0117
 SQ0117.The dynamic height is computed by dividing the NAVD 88
 SQ0117.geopotential number by the normal gravity value computed on the
 SQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0117.degrees latitude (g = 980.6199 gals.).
 SQ0117
 SQ0117.The modeled gravity was interpolated from observed gravity values.
 SQ0117
 SQ0117;                    North         East    Units  Estimated Accuracy
 SQ0117;SPC MT       -   326,510.      828,270.      MT  (+/- 180 meters Scaled)
 SQ0117
 SQ0117                          SUPERSEDED SURVEY CONTROL
 SQ0117
 SQ0117  NGVD 29 (??/??/92)  842.666  (m)         2764.65   (f) ADJ UNCH    2 0
 SQ0117
 SQ0117.Superseded values are not recommended for survey control.
 SQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0117.See file dsdata.txt to determine how the superseded data were derived.
 SQ0117
 SQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN872227(NAD 83)
 SQ0117_MARKER: DB = BENCH MARK DISK
 SQ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0117_STAMPING: L 151 1960
 SQ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0117+STABILITY: SURFACE MOTION
 SQ0117
 SQ0117  HISTORY     - Date     Condition        Report By
 SQ0117  HISTORY     - 1960     MONUMENTED       CGS
 SQ0117
 SQ0117                          STATION DESCRIPTION
 SQ0117
 SQ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0117'18.7 MI N FROM COHAGEN.
 SQ0117'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0117'COHAGEN, THENCE 10.45 MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION
 SQ0117'14, T 16 N, R 41 E, 70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 111
 SQ0117'FEET SOUTH OF AND ACROSS THE ROAD FROM A POWER POLE, 67 FEET WEST OF
 SQ0117'THE CENTER LINE OF A CATTLE GUARD AND PRIVATE ROAD LEADING TO THE
 SQ0117'PLUHAR RANCH, 25 FEET WEST OF A TELEPHONE POLE 5E-164, 16 FEET SOUTH
 SQ0117'OF A FENCE CORNER POST, 2 FEET EAST OF A FENCE LINE, ABOUT 2 FEET
 SQ0117'ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0175 ***********************************************************************
 RT0175  DESIGNATION -  L 153
 RT0175  PID         -  RT0175
 RT0175  STATE/COUNTY-  MT/PRAIRIE
 RT0175  USGS QUAD   -  FALLON SW (1983)
 RT0175
 RT0175                         *CURRENT SURVEY CONTROL
 RT0175  ___________________________________________________________________
 RT0175* NAD 83(1986)-  46 49 20.     (N)    105 10 29.     (W)     SCALED    
 RT0175* NAVD 88     -       664.680  (meters)    2180.70   (feet)  ADJUSTED  
 RT0175  ___________________________________________________________________
 RT0175  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 RT0175  DYNAMIC HT  -         664.671 (meters)    2180.67  (feet)  COMP
 RT0175  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 RT0175
 RT0175  VERT ORDER  -  FIRST     CLASS II
 RT0175
 RT0175.The horizontal coordinates were scaled from a topographic map and have
 RT0175.an estimated accuracy of +/- 6 seconds.
 RT0175
 RT0175.The orthometric height was determined by differential leveling
 RT0175.and adjusted by the National Geodetic Survey in June 1991..
 RT0175.WARNING-Repeat measurements at this control monument indicate possible
 RT0175.vertical movement.
 RT0175
 RT0175.The geoid height was determined by GEOID03.
 RT0175
 RT0175.The dynamic height is computed by dividing the NAVD 88
 RT0175.geopotential number by the normal gravity value computed on the
 RT0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0175.degrees latitude (g = 980.6199 gals.).
 RT0175
 RT0175.The modeled gravity was interpolated from observed gravity values.
 RT0175
 RT0175;                    North         East    Units  Estimated Accuracy
 RT0175;SPC MT       -   294,930.      929,690.      MT  (+/- 180 meters Scaled)
 RT0175
 RT0175                          SUPERSEDED SURVEY CONTROL
 RT0175
 RT0175  NGVD 29 (??/??/92)  664.154  (m)         2178.98   (f) ADJ UNCH    1 2
 RT0175
 RT0175.Superseded values are not recommended for survey control.
 RT0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0175.See file dsdata.txt to determine how the superseded data were derived.
 RT0175
 RT0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM866854(NAD 83)
 RT0175_MARKER: DB = BENCH MARK DISK
 RT0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0175_STAMPING: L 153 1960
 RT0175_MARK LOGO: CGS   
 RT0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0175+STABILITY: SURFACE MOTION
 RT0175
 RT0175  HISTORY     - Date     Condition        Report By
 RT0175  HISTORY     - 1960     MONUMENTED       CGS
 RT0175  HISTORY     - 1981     GOOD             NGS
 RT0175
 RT0175                          STATION DESCRIPTION
 RT0175
 RT0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 RT0175'2.7 MI W FROM FALLON.
 RT0175'2.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RT0175'FALLON, ABOUT MIDWAY BETWEEN MILEPOST 32 AND 33, AT THE JUNCTION OF A
 RT0175'T ROAD LEADING SOUTH, IN SECTION 3, R 52 E, T 12 N, 74 FEET SOUTHEAST
 RT0175'OF THE SOUTHEAST RAIL, 94 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 RT0175'HIGHWAY 10, 18 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF
 RT0175'A FENCE, 27 FEET WEST OF PROJECTED CENTER LINE OF DIRT ROAD LEADING
 RT0175'SOUTH, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 RT0175'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RT0175
 RT0175                          STATION RECOVERY (1981)
 RT0175
 RT0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 RT0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0120 ***********************************************************************
 SQ0120  DESIGNATION -  L 154
 SQ0120  PID         -  SQ0120
 SQ0120  STATE/COUNTY-  MT/GARFIELD
 SQ0120  USGS QUAD   -  HAFLA SCHOOL (1965)
 SQ0120
 SQ0120                         *CURRENT SURVEY CONTROL
 SQ0120  ___________________________________________________________________
 SQ0120* NAD 83(1986)-  47 08 04.     (N)    106 29 18.     (W)     SCALED    
 SQ0120* NAVD 88     -       829.210  (meters)    2720.50   (feet)  ADJUSTED  
 SQ0120  ___________________________________________________________________
 SQ0120  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 SQ0120  DYNAMIC HT  -         829.191 (meters)    2720.44  (feet)  COMP
 SQ0120  MODELED GRAV-     980,562.8   (mgal)                       NAVD 88
 SQ0120
 SQ0120  VERT ORDER  -  SECOND    CLASS 0
 SQ0120
 SQ0120.The horizontal coordinates were scaled from a topographic map and have
 SQ0120.an estimated accuracy of +/- 6 seconds.
 SQ0120
 SQ0120.The orthometric height was determined by differential leveling
 SQ0120.and adjusted by the National Geodetic Survey in June 1991..
 SQ0120
 SQ0120.The geoid height was determined by GEOID03.
 SQ0120
 SQ0120.The dynamic height is computed by dividing the NAVD 88
 SQ0120.geopotential number by the normal gravity value computed on the
 SQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0120.degrees latitude (g = 980.6199 gals.).
 SQ0120
 SQ0120.The modeled gravity was interpolated from observed gravity values.
 SQ0120
 SQ0120;                    North         East    Units  Estimated Accuracy
 SQ0120;SPC MT       -   324,900.      828,290.      MT  (+/- 180 meters Scaled)
 SQ0120
 SQ0120                          SUPERSEDED SURVEY CONTROL
 SQ0120
 SQ0120  NGVD 29 (??/??/92)  828.538  (m)         2718.30   (f) ADJ UNCH    2 0
 SQ0120
 SQ0120.Superseded values are not recommended for survey control.
 SQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0120.See file dsdata.txt to determine how the superseded data were derived.
 SQ0120
 SQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCN871211(NAD 83)
 SQ0120_MARKER: DB = BENCH MARK DISK
 SQ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0120_STAMPING: L 154 1960
 SQ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0120+STABILITY: SURFACE MOTION
 SQ0120
 SQ0120  HISTORY     - Date     Condition        Report By
 SQ0120  HISTORY     - 1960     MONUMENTED       CGS
 SQ0120
 SQ0120                          STATION DESCRIPTION
 SQ0120
 SQ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SQ0120'19.7 MI N FROM COHAGEN.
 SQ0120'8.25 MILES NORTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SQ0120'COHAGEN, THENCE 10.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0
 SQ0120'MILE SOUTH ALONG A GRADED DIRT ROAD LEADING TO THE PLUHAR RANCH, 0.2
 SQ0120'MILE SOUTH OF THE PLUHAR RANCHHOUSE, AT THE NORTHEAST CORNER OF THE
 SQ0120'PLUHAR AIRPORT, ABOUT ON THE CORNER OF SECTIONS 13, 14, 23, 24, T 16
 SQ0120'N, R 41 E, WEST OF AND ACROSS THE ROAD FROM THE SCHOOLHOUSE, 49 FEET
 SQ0120'NORTHWEST OF THE CENTER LINE OF A CATTLE GUARD, 67 FEET EAST OF THE
 SQ0120'SOUTHEAST CORNER OF A SMALL HANGAR, 107 FEET SOUTHWEST OF A TELEPHONE
 SQ0120'POLE, IN LINE WITH A SECTION LINE FENCE LEADING NORTH, 1 FOOT SOUTH OF
 SQ0120'A FENCE CORNER POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 SQ0120'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0061 ***********************************************************************
 QX0061  DESIGNATION -  L 155
 QX0061  PID         -  QX0061
 QX0061  STATE/COUNTY-  MT/PARK
 QX0061  USGS QUAD   -  PRAY (1988)
 QX0061
 QX0061                         *CURRENT SURVEY CONTROL
 QX0061  ___________________________________________________________________
 QX0061* NAD 83(1986)-  45 24 12.     (N)    110 42 13.     (W)     SCALED    
 QX0061* NAVD 88     -      1481.427  (meters)    4860.32   (feet)  ADJUSTED  
 QX0061  ___________________________________________________________________
 QX0061  GEOID HEIGHT-          -9.73  (meters)                     GEOID03
 QX0061  DYNAMIC HT  -        1480.814 (meters)    4858.30  (feet)  COMP
 QX0061  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 QX0061
 QX0061  VERT ORDER  -  FIRST     CLASS II
 QX0061
 QX0061.The horizontal coordinates were scaled from a topographic map and have
 QX0061.an estimated accuracy of +/- 6 seconds.
 QX0061
 QX0061.The orthometric height was determined by differential leveling
 QX0061.and adjusted by the National Geodetic Survey in June 1991..
 QX0061
 QX0061.The geoid height was determined by GEOID03.
 QX0061
 QX0061.The dynamic height is computed by dividing the NAVD 88
 QX0061.geopotential number by the normal gravity value computed on the
 QX0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0061.degrees latitude (g = 980.6199 gals.).
 QX0061
 QX0061.The modeled gravity was interpolated from observed gravity values.
 QX0061
 QX0061;                    North         East    Units  Estimated Accuracy
 QX0061;SPC MT       -   128,910.      505,790.      MT  (+/- 180 meters Scaled)
 QX0061
 QX0061                          SUPERSEDED SURVEY CONTROL
 QX0061
 QX0061  NGVD 29 (08/20/92) 1480.225  (m)         4856.37   (f) ADJUSTED    1 2
 QX0061
 QX0061.Superseded values are not recommended for survey control.
 QX0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0061.See file dsdata.txt to determine how the superseded data were derived.
 QX0061
 QX0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWR231278(NAD 83)
 QX0061_MARKER: DB = BENCH MARK DISK
 QX0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0061_SP_SET: CULVERT
 QX0061_STAMPING: L 155 1960
 QX0061_MARK LOGO: CGS   
 QX0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0061
 QX0061  HISTORY     - Date     Condition        Report By
 QX0061  HISTORY     - 1960     MONUMENTED       CGS
 QX0061  HISTORY     - 1983     GOOD             NGS
 QX0061
 QX0061                          STATION DESCRIPTION
 QX0061
 QX0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0061'2.95 MI NE FROM EMIGRANT.
 QX0061'ABOUT 2.95 MILES NORTHEAST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
 QX0061'RAILWAY FROM THE POST OFFICE AT EMIGRANT, IN SECTION 14, T 5 S, R 8 E,
 QX0061'50 FEET WEST OF THE 5TH TELEPHONE POLE SOUTH OF MILEPOST 20, 30 FEET
 QX0061'WEST OF THE WEST RAIL, IN THE TOP OF THE SOUTH END OF A CONCRETE
 QX0061'HEADWALL OF A CULVERT IN A LARGE IRRIGATION DITCH, 6 FEET WEST OF A
 QX0061'FENCE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 QX0061
 QX0061                          STATION RECOVERY (1983)
 QX0061
 QX0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0061'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  30.8 KM (19.1
 QX0061'MI) SOUTHERLY ALONG U.S. HIGHWAY 89 FROM ITS JUNCTION WITH INTERSTATE
 QX0061'HIGHWAY 90 IN LIVINGSTON, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 QX0061'CONCRETE HEADWALL OF AN IRRIGATION CANAL, 26.8 METERS (87.9 FT)
 QX0061'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 9.6 METERS (31.5 FT)
 QX0061'NORTHWEST OF AN OLD RAILROAD BRIDGE.
 QX0061'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0270 ***********************************************************************
 SP0270  DESIGNATION -  L 156
 SP0270  PID         -  SP0270
 SP0270  STATE/COUNTY-  MT/DAWSON
 SP0270  USGS QUAD   -  INTAKE (1966)
 SP0270
 SP0270                         *CURRENT SURVEY CONTROL
 SP0270  ___________________________________________________________________
 SP0270* NAD 83(1986)-  47 17 59.     (N)    104 30 45.     (W)     SCALED    
 SP0270* NAVD 88     -       612.172  (meters)    2008.43   (feet)  ADJUSTED  
 SP0270  ___________________________________________________________________
 SP0270  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 SP0270  DYNAMIC HT  -         612.210 (meters)    2008.56  (feet)  COMP
 SP0270  MODELED GRAV-     980,653.6   (mgal)                       NAVD 88
 SP0270
 SP0270  VERT ORDER  -  FIRST     CLASS II
 SP0270
 SP0270.The horizontal coordinates were scaled from a topographic map and have
 SP0270.an estimated accuracy of +/- 6 seconds.
 SP0270
 SP0270.The orthometric height was determined by differential leveling
 SP0270.and adjusted by the National Geodetic Survey in June 1991..
 SP0270
 SP0270.The geoid height was determined by GEOID03.
 SP0270
 SP0270.The dynamic height is computed by dividing the NAVD 88
 SP0270.geopotential number by the normal gravity value computed on the
 SP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0270.degrees latitude (g = 980.6199 gals.).
 SP0270
 SP0270.The modeled gravity was interpolated from observed gravity values.
 SP0270
 SP0270;                    North         East    Units  Estimated Accuracy
 SP0270;SPC MT       -   350,880.      976,720.      MT  (+/- 180 meters Scaled)
 SP0270
 SP0270                          SUPERSEDED SURVEY CONTROL
 SP0270
 SP0270.No superseded survey control is available for this station.
 SP0270
 SP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN368385(NAD 83)
 SP0270_MARKER: DB = BENCH MARK DISK
 SP0270_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SP0270_SP_SET: COPPER-CLAD STEEL ROD
 SP0270_STAMPING: L 156 1960
 SP0270_MARK LOGO: CGS   
 SP0270_PROJECTION: PROJECTING 10 CENTIMETERS
 SP0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0270_ROD/PIPE-DEPTH: 11.9 meters
 SP0270
 SP0270  HISTORY     - Date     Condition        Report By
 SP0270  HISTORY     - 1960     MONUMENTED       CGS
 SP0270  HISTORY     - 1981     GOOD             NGS
 SP0270
 SP0270                          STATION DESCRIPTION
 SP0270
 SP0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0270'22.0 KM (13.7 MI) SW FROM SAVAGE.
 SP0270'22.0 KM (13.7 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 SP0270'FROM THE RAILROAD STATION IN SAVAGE, 1.9 KM (1.2 MI) NORTHEAST OF THE
 SP0270'RAILROAD SIDING SIGN IN INTAKE, 21.3 METERS (70.0 FT) NORTHWEST OF
 SP0270'MILEPOST 20, 14.0 METERS (46.0 FT) NORTHWEST OF THE NEAR RAIL, 4.3
 SP0270'METERS (14.0 FT) NORTHEAST OF THE CENTER OF A WIRE GATE AND 0.5 METER
 SP0270'(1.5 FT) SOUTHEAST OF A FENCE.
 SP0270'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SP0270'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0273 ***********************************************************************
 QX0273  DESIGNATION -  L 160
 QX0273  PID         -  QX0273
 QX0273  STATE/COUNTY-  MT/GALLATIN
 QX0273  USGS QUAD   -  GARNET MOUNTAIN (1988)
 QX0273
 QX0273                         *CURRENT SURVEY CONTROL
 QX0273  ___________________________________________________________________
 QX0273* NAD 83(1986)-  45 26 39.     (N)    111 14 06.     (W)     SCALED    
 QX0273* NAVD 88     -      1649.253  (meters)    5410.92   (feet)  ADJUSTED  
 QX0273  ___________________________________________________________________
 QX0273  GEOID HEIGHT-          -9.64  (meters)                     GEOID03
 QX0273  DYNAMIC HT  -        1648.572 (meters)    5408.69  (feet)  COMP
 QX0273  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 QX0273
 QX0273  VERT ORDER  -  FIRST     CLASS II
 QX0273
 QX0273.The horizontal coordinates were scaled from a topographic map and have
 QX0273.an estimated accuracy of +/- 6 seconds.
 QX0273
 QX0273.The orthometric height was determined by differential leveling
 QX0273.and adjusted by the National Geodetic Survey in June 1991..
 QX0273
 QX0273.The geoid height was determined by GEOID03.
 QX0273
 QX0273.The dynamic height is computed by dividing the NAVD 88
 QX0273.geopotential number by the normal gravity value computed on the
 QX0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0273.degrees latitude (g = 980.6199 gals.).
 QX0273
 QX0273.The modeled gravity was interpolated from observed gravity values.
 QX0273
 QX0273;                    North         East    Units  Estimated Accuracy
 QX0273;SPC MT       -   134,220.      464,310.      MT  (+/- 180 meters Scaled)
 QX0273
 QX0273                          SUPERSEDED SURVEY CONTROL
 QX0273
 QX0273  NGVD 29 (??/??/92) 1647.933  (m)         5406.59   (f) ADJ UNCH    1 2
 QX0273
 QX0273.Superseded values are not recommended for survey control.
 QX0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0273.See file dsdata.txt to determine how the superseded data were derived.
 QX0273
 QX0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVR816323(NAD 83)
 QX0273_MARKER: DB = BENCH MARK DISK
 QX0273_SETTING: 80 = SET IN A BOULDER
 QX0273_SP_SET: BOULDER
 QX0273_STAMPING: L 160 1960
 QX0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0273+STABILITY: SURFACE MOTION
 QX0273
 QX0273  HISTORY     - Date     Condition        Report By
 QX0273  HISTORY     - 1960     MONUMENTED       CGS
 QX0273
 QX0273                          STATION DESCRIPTION
 QX0273
 QX0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0273'9.05 MI N FROM KARST RANCH.
 QX0273'ABOUT 9.05 MILES NORTH ALONG U. S. HIGHWAY 191 FROM THE CONOCO SERVICE
 QX0273'STATION AT KARST RANCH, IN SECTION 33, T 4 S, R 4 E, NEAR THE CENTER
 QX0273'OF A SMALL GROUP OF HOUSES, IN THE TOP OF A BOULDER WHICH PROJECTS 2
 QX0273'1/2 FEET ABOVE THE GROUND, 55 FEET EAST OF THE CENTER LINE OF THE
 QX0273'HIGHWAY, 52 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 QX0273'EAST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0312 ***********************************************************************
 QX0312  DESIGNATION -  L 161
 QX0312  PID         -  QX0312
 QX0312  STATE/COUNTY-  MT/GALLATIN
 QX0312  USGS QUAD   -  SUNSHINE POINT (1986)
 QX0312
 QX0312                         *CURRENT SURVEY CONTROL
 QX0312  ___________________________________________________________________
 QX0312* NAD 83(1986)-  45 03 50.     (N)    111 10 47.     (W)     SCALED    
 QX0312* NAVD 88     -      2021.972  (meters)    6633.75   (feet)  ADJUSTED  
 QX0312  ___________________________________________________________________
 QX0312  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 QX0312  DYNAMIC HT  -        2020.922 (meters)    6630.31  (feet)  COMP
 QX0312  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 QX0312
 QX0312  VERT ORDER  -  FIRST     CLASS II
 QX0312
 QX0312.The horizontal coordinates were scaled from a topographic map and have
 QX0312.an estimated accuracy of +/- 6 seconds.
 QX0312
 QX0312.The orthometric height was determined by differential leveling
 QX0312.and adjusted by the National Geodetic Survey in June 1991..
 QX0312
 QX0312.The geoid height was determined by GEOID03.
 QX0312
 QX0312.The dynamic height is computed by dividing the NAVD 88
 QX0312.geopotential number by the normal gravity value computed on the
 QX0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0312.degrees latitude (g = 980.6199 gals.).
 QX0312
 QX0312.The modeled gravity was interpolated from observed gravity values.
 QX0312
 QX0312;                    North         East    Units  Estimated Accuracy
 QX0312;SPC MT       -    91,880.      467,720.      MT  (+/- 180 meters Scaled)
 QX0312
 QX0312                          SUPERSEDED SURVEY CONTROL
 QX0312
 QX0312  NGVD 29 (??/??/92) 2020.458  (m)         6628.79   (f) ADJ UNCH    1 2
 QX0312
 QX0312.Superseded values are not recommended for survey control.
 QX0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0312.See file dsdata.txt to determine how the superseded data were derived.
 QX0312
 QX0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ858900(NAD 83)
 QX0312_MARKER: DB = BENCH MARK DISK
 QX0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QX0312_SP_SET: CURB
 QX0312_STAMPING: L 161 1960
 QX0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QX0312
 QX0312  HISTORY     - Date     Condition        Report By
 QX0312  HISTORY     - 1960     MONUMENTED       CGS
 QX0312
 QX0312                          STATION DESCRIPTION
 QX0312
 QX0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0312'3.3 MI S FROM 320 RANCH.
 QX0312'ABOUT 3.3 MILES SOUTH ALONG U. S. HIGHWAY 191 FROM THE ENTRANCE TO THE
 QX0312'320 RANCH, FORMERLY ELDRIDGE, IN SECTION 12, T 9 S, R 4 W, 16 FEET
 QX0312'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 QX0312'NORTHWEST END OF THE SOUTHWEST CONCRETE CURB OF THE BRIDGE OVER WEST
 QX0312'GALLATIN RIVER, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QX0111 ***********************************************************************
 QX0111  DESIGNATION -  L 162
 QX0111  PID         -  QX0111
 QX0111  STATE/COUNTY-  MT/PARK
 QX0111  USGS QUAD   -  GARDINER (1986)
 QX0111
 QX0111                         *CURRENT SURVEY CONTROL
 QX0111  ___________________________________________________________________
 QX0111* NAD 83(1986)-  45 02 48.     (N)    110 44 13.     (W)     SCALED    
 QX0111* NAVD 88     -      1613.987  (meters)    5295.22   (feet)  POSTED    
 QX0111  ___________________________________________________________________
 QX0111  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 QX0111  DYNAMIC HT  -        1613.200 (meters)    5292.64  (feet)  COMP
 QX0111  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 QX0111
 QX0111  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QX0111
 QX0111.The horizontal coordinates were scaled from a topographic map and have
 QX0111.an estimated accuracy of +/- 6 seconds.
 QX0111
 QX0111.The orthometric height was determined by differential leveling
 QX0111.and adjusted by the National Geodetic Survey in 1992..
 QX0111.No vertical observational check was made to the station.
 QX0111.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QX0111.was located on a no-check spur therefore a value was not computed.
 QX0111
 QX0111.The geoid height was determined by GEOID03.
 QX0111
 QX0111.The dynamic height is computed by dividing the NAVD 88
 QX0111.geopotential number by the normal gravity value computed on the
 QX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QX0111.degrees latitude (g = 980.6199 gals.).
 QX0111
 QX0111.The modeled gravity was interpolated from observed gravity values.
 QX0111
 QX0111;                    North         East    Units  Estimated Accuracy
 QX0111;SPC MT       -    89,320.      502,560.      MT  (+/- 180 meters Scaled)
 QX0111
 QX0111                          SUPERSEDED SURVEY CONTROL
 QX0111
 QX0111  NGVD 29 (??/??/92) 1612.698  (m)         5290.99   (f) ADJ UNCH    1 2
 QX0111
 QX0111.Superseded values are not recommended for survey control.
 QX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QX0111.See file dsdata.txt to determine how the superseded data were derived.
 QX0111
 QX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ207881(NAD 83)
 QX0111_MARKER: DB = BENCH MARK DISK
 QX0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QX0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QX0111_STAMPING: L 162 1960
 QX0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QX0111+STABILITY: SURFACE MOTION
 QX0111
 QX0111  HISTORY     - Date     Condition        Report By
 QX0111  HISTORY     - 1960     MONUMENTED       CGS
 QX0111  HISTORY     - 1983     MARK NOT FOUND   NGS
 QX0111
 QX0111                          STATION DESCRIPTION
 QX0111
 QX0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QX0111'2.25 MI NW FROM GARDINER.
 QX0111'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE NORTHERN PACIFIC
 QX0111'RAILWAY STATION AT GARDINER, THENCE 2.0 MILES NORTHWEST ALONG U.S.
 QX0111'HIGHWAY 89, IN SECTION 15, T 9 S, R 8 E, 152 FEET SOUTHWEST OF THE
 QX0111'CENTER LINE OF THE HIGHWAY, AT THE GARDINER AIRPORT, 0.4 MILE
 QX0111'SOUTHEAST OF 4 SMALL WOODEN HANGARS, 225 FEET NORTHWEST OF THE
 QX0111'SOUTHEAST END OF THE ONLY RUNWAY, 103 FEET NORTHEAST OF THE CENTER
 QX0111'LINE OF THE RUNWAY, 13 1/2 FEET SOUTHWEST OF A POLE SUPPORTING A
 QX0111'WINDSOCK, IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 QX0111
 QX0111                          STATION RECOVERY (1983)
 QX0111
 QX0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QX0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0137 ***********************************************************************
 SP0137  DESIGNATION -  L 162
 SP0137  PID         -  SP0137
 SP0137  STATE/COUNTY-  MT/MCCONE
 SP0137  USGS QUAD   -  HUDIBURGH RESERVOIR SE (1983)
 SP0137
 SP0137                         *CURRENT SURVEY CONTROL
 SP0137  ___________________________________________________________________
 SP0137* NAD 83(1986)-  47 36 50.     (N)    105 30 46.     (W)     SCALED    
 SP0137* NAVD 88     -       746.207  (meters)    2448.18   (feet)  ADJUSTED  
 SP0137  ___________________________________________________________________
 SP0137  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 SP0137  DYNAMIC HT  -         746.240 (meters)    2448.29  (feet)  COMP
 SP0137  MODELED GRAV-     980,632.3   (mgal)                       NAVD 88
 SP0137
 SP0137  VERT ORDER  -  SECOND    CLASS 0
 SP0137
 SP0137.The horizontal coordinates were scaled from a topographic map and have
 SP0137.an estimated accuracy of +/- 6 seconds.
 SP0137
 SP0137.The orthometric height was determined by differential leveling
 SP0137.and adjusted by the National Geodetic Survey in June 1991..
 SP0137
 SP0137.The geoid height was determined by GEOID03.
 SP0137
 SP0137.The dynamic height is computed by dividing the NAVD 88
 SP0137.geopotential number by the normal gravity value computed on the
 SP0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0137.degrees latitude (g = 980.6199 gals.).
 SP0137
 SP0137.The modeled gravity was interpolated from observed gravity values.
 SP0137
 SP0137;                    North         East    Units  Estimated Accuracy
 SP0137;SPC MT       -   381,410.      899,470.      MT  (+/- 180 meters Scaled)
 SP0137
 SP0137                          SUPERSEDED SURVEY CONTROL
 SP0137
 SP0137  NGVD 29 (??/??/92)  745.612  (m)         2446.23   (f) ADJ UNCH    2 0
 SP0137
 SP0137.Superseded values are not recommended for survey control.
 SP0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0137.See file dsdata.txt to determine how the superseded data were derived.
 SP0137
 SP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN614735(NAD 83)
 SP0137_MARKER: DB = BENCH MARK DISK
 SP0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0137_STAMPING: L 162 1934
 SP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0137+STABILITY: SURFACE MOTION
 SP0137
 SP0137  HISTORY     - Date     Condition        Report By
 SP0137  HISTORY     - 1934     MONUMENTED       CGS
 SP0137  HISTORY     - 1934     GOOD             NGS
 SP0137  HISTORY     - 1977     GOOD             USGS
 SP0137
 SP0137                          STATION DESCRIPTION
 SP0137
 SP0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SP0137'15.3 MI NE FROM CIRCLE.
 SP0137'15.3 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM CIRCLE, MCCONE
 SP0137'COUNTY, 0.2 MILE SOUTHEAST OF A JOG, 30 FEET NORTHEAST OF THE
 SP0137'CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTHEAST OF THE RIGHT-OF-WAY
 SP0137'FENCE.  A STANDARD DISK, STAMPED L 162 1934 AND SET IN THE TOP OF A
 SP0137'CONCRETE POST.
 SP0137
 SP0137                          STATION RECOVERY (1977)
 SP0137
 SP0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0137'INTERSECTION STATE HIGHWAY 13 AND STATE HIGHWAY 200. INTERSECTION IS
 SP0137'0.1 MI. NORTHEAST OF CITY LIMITS OF CIRCLE, MT. NORTH 13.7 MI. ALONG
 SP0137'HIGHWAY 13 TO Y ROAD. TURN LEFT ON GRADED ROAD AND GO 1.05 MI. TO BM
 SP0137'ON THE RIGHT. PROJECTING 0.25 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0159 ***********************************************************************
 SP0159  DESIGNATION -  L 163
 SP0159  PID         -  SP0159
 SP0159  STATE/COUNTY-  MT/MCCONE
 SP0159  USGS QUAD   -  WOODWORTH HILL (1983)
 SP0159
 SP0159                         *CURRENT SURVEY CONTROL
 SP0159  ___________________________________________________________________
 SP0159* NAD 83(1986)-  47 23 01.     (N)    105 28 05.     (W)     SCALED    
 SP0159* NAVD 88     -       808.532  (meters)    2652.66   (feet)  ADJUSTED  
 SP0159  ___________________________________________________________________
 SP0159  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SP0159  DYNAMIC HT  -         808.541 (meters)    2652.69  (feet)  COMP
 SP0159  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 SP0159
 SP0159  VERT ORDER  -  SECOND    CLASS 0
 SP0159
 SP0159.The horizontal coordinates were scaled from a topographic map and have
 SP0159.an estimated accuracy of +/- 6 seconds.
 SP0159
 SP0159.The orthometric height was determined by differential leveling
 SP0159.and adjusted by the National Geodetic Survey in June 1991..
 SP0159
 SP0159.The geoid height was determined by GEOID03.
 SP0159
 SP0159.The dynamic height is computed by dividing the NAVD 88
 SP0159.geopotential number by the normal gravity value computed on the
 SP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0159.degrees latitude (g = 980.6199 gals.).
 SP0159
 SP0159.The modeled gravity was interpolated from observed gravity values.
 SP0159
 SP0159;                    North         East    Units  Estimated Accuracy
 SP0159;SPC MT       -   356,030.      904,140.      MT  (+/- 180 meters Scaled)
 SP0159
 SP0159                          SUPERSEDED SURVEY CONTROL
 SP0159
 SP0159  NGVD 29 (??/??/92)  807.922  (m)         2650.66   (f) ADJ UNCH    2 0
 SP0159
 SP0159.Superseded values are not recommended for survey control.
 SP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0159.See file dsdata.txt to determine how the superseded data were derived.
 SP0159
 SP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN646479(NAD 83)
 SP0159_MARKER: DB = BENCH MARK DISK
 SP0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0159_STAMPING: L-163 1934
 SP0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0159+STABILITY: SURFACE MOTION
 SP0159
 SP0159  HISTORY     - Date     Condition        Report By
 SP0159  HISTORY     - 1934     MONUMENTED       CGS
 SP0159  HISTORY     - 1977     GOOD             USGS
 SP0159
 SP0159                          STATION DESCRIPTION
 SP0159
 SP0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SP0159'5.9 MI SE FROM CIRCLE.
 SP0159'5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM CIRCLE, MCCONE COUNTY,
 SP0159'27 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY AND 15 FEET NORTH OF
 SP0159'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 163 1934 AND SET
 SP0159'IN THE TOP OF A CONCRETE POST.
 SP0159
 SP0159                          STATION RECOVERY (1977)
 SP0159
 SP0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0159'CIRCLE, 5.0 MI. SE. ALONG STATE HWY. 200S FROM THE JCT. OF STATE
 SP0159'HWYS. 13 AND 200, THENCE TURN SOUTH ONTO OLD HWY. AND 1.6 MI. SE.
 SP0159'ALONG RD. NEAR THE NW. COR. OF SEC. 27, T. 19 N., R. 46 E. ABOUT 4.4
 SP0159'MI. NW. ALONG HWY. FROM COUNTY LINE. 495 FT. SE. AND 70 FT. NE. AND
 SP0159'5.9 FT. HIGHER THAN RD AT FENCE SOUTH. 13 FT. NORTH OF FENCE. IN
 SP0159'CONCRETE POST PROJECTING 0.6 FT. ABOVE GROUND. STANDARD TABLET
 SP0159'STAMPED L 163 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0145 ***********************************************************************
 SP0145  DESIGNATION -  L 164 RESET
 SP0145  PID         -  SP0145
 SP0145  STATE/COUNTY-  MT/DAWSON
 SP0145  USGS QUAD   -  WOODROW (1983)
 SP0145
 SP0145                         *CURRENT SURVEY CONTROL
 SP0145  ___________________________________________________________________
 SP0145* NAD 83(1986)-  47 11 37.     (N)    105 04 37.     (W)     SCALED    
 SP0145* NAVD 88     -       791.70   (meters)    2597.4    (feet)  RESET     
 SP0145  ___________________________________________________________________
 SP0145  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SP0145
 SP0145  VERT ORDER  -  THIRD
 SP0145
 SP0145.The horizontal coordinates were scaled from a topographic map and have
 SP0145.an estimated accuracy of +/- 6 seconds.
 SP0145
 SP0145.The orthometric height was computed from unverified reset data.
 SP0145
 SP0145.The geoid height was determined by GEOID03.
 SP0145
 SP0145;                    North         East    Units  Estimated Accuracy
 SP0145;SPC MT       -   336,540.      934,800.      MT  (+/- 180 meters Scaled)
 SP0145
 SP0145                          SUPERSEDED SURVEY CONTROL
 SP0145
 SP0145.No superseded survey control is available for this station.
 SP0145
 SP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN941266(NAD 83)
 SP0145_MARKER: DB = BENCH MARK DISK
 SP0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0145_STAMPING: L 164 RESET 1965
 SP0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0145+STABILITY: SURFACE MOTION
 SP0145
 SP0145  HISTORY     - Date     Condition        Report By
 SP0145  HISTORY     - 1965     MONUMENTED       MTDH
 SP0145  HISTORY     - 1966     GOOD             MTDH
 SP0145
 SP0145                          STATION DESCRIPTION
 SP0145
 SP0145'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1966
 SP0145'3.9 MI SE FROM LINDSAY.
 SP0145'ABOUT 3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 20-SOUTH (FORMERLY 18)
 SP0145'FROM THE NORTHERN PACIFIC RAILWAY STATION AT LINDSAY, ABOUT 48.5 FEET
 SP0145'NORTH OF THE CENTERLINE OF THE RAILWAY TRACKS, AND 80.5 FEET SOUTH OF
 SP0145'THE HIGHWAY CENTERLINE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0745 ***********************************************************************
 SS0745  DESIGNATION -  L 165
 SS0745  PID         -  SS0745
 SS0745  STATE/COUNTY-  MT/CASCADE
 SS0745  USGS QUAD   -  FIFE (1994)
 SS0745
 SS0745                         *CURRENT SURVEY CONTROL
 SS0745  ___________________________________________________________________
 SS0745* NAD 83(1986)-  47 28 43.     (N)    111 04 55.     (W)     SCALED    
 SS0745* NAVD 88     -      1073.246  (meters)    3521.14   (feet)  ADJUSTED  
 SS0745  ___________________________________________________________________
 SS0745  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 SS0745  DYNAMIC HT  -        1073.180 (meters)    3520.92  (feet)  COMP
 SS0745  MODELED GRAV-     980,514.7   (mgal)                       NAVD 88
 SS0745
 SS0745  VERT ORDER  -  FIRST     CLASS II
 SS0745
 SS0745.The horizontal coordinates were scaled from a topographic map and have
 SS0745.an estimated accuracy of +/- 6 seconds.
 SS0745
 SS0745.The orthometric height was determined by differential leveling
 SS0745.and adjusted by the National Geodetic Survey in June 1991..
 SS0745
 SS0745.The geoid height was determined by GEOID03.
 SS0745
 SS0745.The dynamic height is computed by dividing the NAVD 88
 SS0745.geopotential number by the normal gravity value computed on the
 SS0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0745.degrees latitude (g = 980.6199 gals.).
 SS0745
 SS0745.The modeled gravity was interpolated from observed gravity values.
 SS0745
 SS0745;                    North         East    Units  Estimated Accuracy
 SS0745;SPC MT       -   359,960.      480,840.      MT  (+/- 180 meters Scaled)
 SS0745
 SS0745                          SUPERSEDED SURVEY CONTROL
 SS0745
 SS0745  NGVD 29 (??/??/92) 1072.354  (m)         3518.21   (f) ADJ UNCH    1 2
 SS0745
 SS0745.Superseded values are not recommended for survey control.
 SS0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0745.See file dsdata.txt to determine how the superseded data were derived.
 SS0745
 SS0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT938583(NAD 83)
 SS0745_MARKER: DB = BENCH MARK DISK
 SS0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0745_STAMPING: L 165 1961
 SS0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0745+STABILITY: SURFACE MOTION
 SS0745
 SS0745  HISTORY     - Date     Condition        Report By
 SS0745  HISTORY     - 1961     MONUMENTED       CGS
 SS0745
 SS0745                          STATION DESCRIPTION
 SS0745
 SS0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0745'3.65 MI NW FROM FIFE.
 SS0745'ABOUT 3.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0745'STATION AT FIFE, OR 4.9 MILES NORTHEAST ALONG THE GREAT NORTHERN
 SS0745'RAILWAY FROM THE STATION SIGN AT GERBER, IN SECTION 22, T 20 N, R 5 E,
 SS0745'61 FEET NORTH OF MILEPOST 208, 14 POLES WEST OF PRIVATE ROAD CROSSING,
 SS0745'71 FEET NORTH OF THE NORTH RAIL, 27 FEET SOUTH OF A FENCE, 5 1/2 FEET
 SS0745'EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.4 FEET WEST
 SS0745'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK,
 SS0745'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0379 ***********************************************************************
 SS0379  DESIGNATION -  L 166
 SS0379  PID         -  SS0379
 SS0379  STATE/COUNTY-  MT/JUDITH BASIN
 SS0379  USGS QUAD   -  BYRNE CREEK (1995)
 SS0379
 SS0379                         *CURRENT SURVEY CONTROL
 SS0379  ___________________________________________________________________
 SS0379* NAD 83(1986)-  47 17 00.     (N)    110 35 01.     (W)     SCALED    
 SS0379* NAVD 88     -      1301.620  (meters)    4270.40   (feet)  ADJUSTED  
 SS0379  ___________________________________________________________________
 SS0379  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 SS0379  DYNAMIC HT  -        1301.442 (meters)    4269.81  (feet)  COMP
 SS0379  MODELED GRAV-     980,430.6   (mgal)                       NAVD 88
 SS0379
 SS0379  VERT ORDER  -  FIRST     CLASS II
 SS0379
 SS0379.The horizontal coordinates were scaled from a topographic map and have
 SS0379.an estimated accuracy of +/- 6 seconds.
 SS0379
 SS0379.The orthometric height was determined by differential leveling
 SS0379.and adjusted by the National Geodetic Survey in June 1991..
 SS0379
 SS0379.The geoid height was determined by GEOID03.
 SS0379
 SS0379.The dynamic height is computed by dividing the NAVD 88
 SS0379.geopotential number by the normal gravity value computed on the
 SS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0379.degrees latitude (g = 980.6199 gals.).
 SS0379
 SS0379.The modeled gravity was interpolated from observed gravity values.
 SS0379
 SS0379;                    North         East    Units  Estimated Accuracy
 SS0379;SPC MT       -   337,620.      518,070.      MT  (+/- 180 meters Scaled)
 SS0379
 SS0379                          SUPERSEDED SURVEY CONTROL
 SS0379
 SS0379  NGVD 29 (??/??/92) 1300.662  (m)         4267.26   (f) ADJ UNCH    1 2
 SS0379
 SS0379.Superseded values are not recommended for survey control.
 SS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0379.See file dsdata.txt to determine how the superseded data were derived.
 SS0379
 SS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT314367(NAD 83)
 SS0379_MARKER: DB = BENCH MARK DISK
 SS0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0379_SP_SET: ABUTMENT
 SS0379_STAMPING: L 166 1961
 SS0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0379
 SS0379  HISTORY     - Date     Condition        Report By
 SS0379  HISTORY     - 1961     MONUMENTED       CGS
 SS0379
 SS0379                          STATION DESCRIPTION
 SS0379
 SS0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0379'4.65 MI W FROM GEYSER.
 SS0379'ABOUT 4.65 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0379'STATION AT GEYSER, IN SECTION 33, T 18 N, R 9 E, 12 1/2 POLES WEST OF
 SS0379'MILEPOST 175, 6 1/2 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF
 SS0379'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER 175.4,
 SS0379'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0096 ***********************************************************************
 SS0096  DESIGNATION -  L 167
 SS0096  PID         -  SS0096
 SS0096  STATE/COUNTY-  MT/JUDITH BASIN
 SS0096  USGS QUAD   -  BENCHLAND (1978)
 SS0096
 SS0096                         *CURRENT SURVEY CONTROL
 SS0096  ___________________________________________________________________
 SS0096* NAD 83(1986)-  47 04 40.     (N)    110 07 02.     (W)     SCALED    
 SS0096* NAVD 88     -      1286.845  (meters)    4221.92   (feet)  ADJUSTED  
 SS0096  ___________________________________________________________________
 SS0096  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 SS0096  DYNAMIC HT  -        1286.653 (meters)    4221.29  (feet)  COMP
 SS0096  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 SS0096
 SS0096  VERT ORDER  -  FIRST     CLASS II
 SS0096
 SS0096.The horizontal coordinates were scaled from a topographic map and have
 SS0096.an estimated accuracy of +/- 6 seconds.
 SS0096
 SS0096.The orthometric height was determined by differential leveling
 SS0096.and adjusted by the National Geodetic Survey in June 1991..
 SS0096.WARNING-Repeat measurements at this control monument indicate possible
 SS0096.vertical movement.
 SS0096
 SS0096.The geoid height was determined by GEOID03.
 SS0096
 SS0096.The dynamic height is computed by dividing the NAVD 88
 SS0096.geopotential number by the normal gravity value computed on the
 SS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0096.degrees latitude (g = 980.6199 gals.).
 SS0096
 SS0096.The modeled gravity was interpolated from observed gravity values.
 SS0096
 SS0096;                    North         East    Units  Estimated Accuracy
 SS0096;SPC MT       -   314,400.      553,150.      MT  (+/- 180 meters Scaled)
 SS0096
 SS0096                          SUPERSEDED SURVEY CONTROL
 SS0096
 SS0096  NGVD 29 (??/??/92) 1285.928  (m)         4218.92   (f) ADJ UNCH    1 2
 SS0096
 SS0096.Superseded values are not recommended for survey control.
 SS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0096.See file dsdata.txt to determine how the superseded data were derived.
 SS0096
 SS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT670141(NAD 83)
 SS0096_MARKER: DB = BENCH MARK DISK
 SS0096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0096_SP_SET: 10.5 FT.
 SS0096_STAMPING: L 167 1961
 SS0096_PROJECTION: PROJECTING 2 CENTIMETERS
 SS0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0096_ROD/PIPE-DEPTH: 3.2  meters
 SS0096
 SS0096  HISTORY     - Date     Condition        Report By
 SS0096  HISTORY     - 1961     MONUMENTED       CGS
 SS0096  HISTORY     - 1980     GOOD             NGS
 SS0096
 SS0096                          STATION DESCRIPTION
 SS0096
 SS0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0096'1.1 MI E FROM WINDHAM.
 SS0096'ABOUT 1.1 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0096'AT WINDHAM, IN SECTION 7, T 15 N, R 13 E, 17 POLES EAST OF MILEPOST
 SS0096'146, 100 FEET SOUTH OF THE SOUTH RAIL, 154 FEET NORTH OF THE CENTER
 SS0096'LINE OF U. S. HIGHWAY 87, 12 FEET EAST OF A TELEPHONE POLE, 2 FEET
 SS0096'SOUTH OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 SS0096'WITH THE HIGHWAY AND ABOUT 15 FEET BELOW THE LEVEL OF THE TRACK, A
 SS0096'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SS0096'DEPTH OF 10 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6
 SS0096'INCHES.
 SS0096
 SS0096                          STATION RECOVERY (1980)
 SS0096
 SS0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0096'0.3 KM (0.2 MI) WEST ALONG CENTRAL AVENUE FROM THE POST OFFICE IN
 SS0096'STANFORD THENCE 1.0 KM (0.6 MI) SOUTH ALONG 3RD STREET SOUTH THENCE
 SS0096'11.9 KM (7.4 MI) EAST ALONG U.S. HIGHWAY 87, 47.8 METERS (157 FT)
 SS0096'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.8 METERS (12.4 FT) SOUTH-
 SS0096'EAST OF A UTILITY POLE, 0.8 METER (2.5 FT) SOUTH OF A FENCE AND
 SS0096'APPROXIMATELY 91 METERS (300 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM
 SS0096'MILEPOST 44.
 SS0096'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SS0096'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0407 ***********************************************************************
 SR0407  DESIGNATION -  L 168
 SR0407  PID         -  SR0407
 SR0407  STATE/COUNTY-  MT/FERGUS
 SR0407  USGS QUAD   -  CHRISTINA (1985)
 SR0407
 SR0407                         *CURRENT SURVEY CONTROL
 SR0407  ___________________________________________________________________
 SR0407* NAD 83(1986)-  47 23 26.     (N)    109 19 08.     (W)     SCALED    
 SR0407* NAVD 88     -      1085.897  (meters)    3562.65   (feet)  ADJUSTED  
 SR0407  ___________________________________________________________________
 SR0407  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SR0407  DYNAMIC HT  -        1085.829 (meters)    3562.42  (feet)  COMP
 SR0407  MODELED GRAV-     980,512.2   (mgal)                       NAVD 88
 SR0407
 SR0407  VERT ORDER  -  FIRST     CLASS II
 SR0407
 SR0407.The horizontal coordinates were scaled from a topographic map and have
 SR0407.an estimated accuracy of +/- 6 seconds.
 SR0407
 SR0407.The orthometric height was determined by differential leveling
 SR0407.and adjusted by the National Geodetic Survey in June 1991..
 SR0407
 SR0407.The geoid height was determined by GEOID03.
 SR0407
 SR0407.The dynamic height is computed by dividing the NAVD 88
 SR0407.geopotential number by the normal gravity value computed on the
 SR0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0407.degrees latitude (g = 980.6199 gals.).
 SR0407
 SR0407.The modeled gravity was interpolated from observed gravity values.
 SR0407
 SR0407;                    North         East    Units  Estimated Accuracy
 SR0407;SPC MT       -   348,990.      613,670.      MT  (+/- 180 meters Scaled)
 SR0407
 SR0407                          SUPERSEDED SURVEY CONTROL
 SR0407
 SR0407  NGVD 29 (??/??/92) 1085.068  (m)         3559.93   (f) ADJ UNCH    1 2
 SR0407
 SR0407.Superseded values are not recommended for survey control.
 SR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0407.See file dsdata.txt to determine how the superseded data were derived.
 SR0407
 SR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT268499(NAD 83)
 SR0407_MARKER: DB = BENCH MARK DISK
 SR0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0407_STAMPING: L 168 1961
 SR0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0407+STABILITY: SURFACE MOTION
 SR0407
 SR0407  HISTORY     - Date     Condition        Report By
 SR0407  HISTORY     - 1961     MONUMENTED       CGS
 SR0407
 SR0407                          STATION DESCRIPTION
 SR0407
 SR0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0407'0.5 MI N FROM CHRISTINA.
 SR0407'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0407'PACIFIC RAILROAD FROM A GRAIN ELEVATOR AT CHRISTINA, IN SECTION 29, T
 SR0407'19 N, R 19 E, 95 1/2 FEET NORTH OF MILEPOST 9, 26 1/2 FEET WEST OF THE
 SR0407'WEST RAIL, 90 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 60 FEET
 SR0407'NORTH OF THE EXTENDED CENTER LINE OF A PRIVATE DIRT ROAD LEADING WEST,
 SR0407'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 SR0407'LEVEL OF THE TRACK, ABOUT LEVEL WITH THE GRAVELED ROAD, AND SET IN THE
 SR0407'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0585 ***********************************************************************
 SR0585  DESIGNATION -  L 169
 SR0585  PID         -  SR0585
 SR0585  STATE/COUNTY-  MT/FERGUS
 SR0585  USGS QUAD   -  ROSS FORK (1970)
 SR0585
 SR0585                         *CURRENT SURVEY CONTROL
 SR0585  ___________________________________________________________________
 SR0585* NAD 83(1986)-  47 06 59.     (N)    109 38 12.     (W)     SCALED    
 SR0585* NAVD 88     -      1150.892  (meters)    3775.88   (feet)  ADJUSTED  
 SR0585  ___________________________________________________________________
 SR0585  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 SR0585  DYNAMIC HT  -        1150.759 (meters)    3775.45  (feet)  COMP
 SR0585  MODELED GRAV-     980,458.1   (mgal)                       NAVD 88
 SR0585
 SR0585  VERT ORDER  -  FIRST     CLASS II
 SR0585
 SR0585.The horizontal coordinates were scaled from a topographic map and have
 SR0585.an estimated accuracy of +/- 6 seconds.
 SR0585
 SR0585.The orthometric height was determined by differential leveling
 SR0585.and adjusted by the National Geodetic Survey in June 1991..
 SR0585
 SR0585.The geoid height was determined by GEOID03.
 SR0585
 SR0585.The dynamic height is computed by dividing the NAVD 88
 SR0585.geopotential number by the normal gravity value computed on the
 SR0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0585.degrees latitude (g = 980.6199 gals.).
 SR0585
 SR0585.The modeled gravity was interpolated from observed gravity values.
 SR0585
 SR0585;                    North         East    Units  Estimated Accuracy
 SR0585;SPC MT       -   318,520.      589,640.      MT  (+/- 180 meters Scaled)
 SR0585
 SR0585                          SUPERSEDED SURVEY CONTROL
 SR0585
 SR0585  NGVD 29 (??/??/92) 1150.012  (m)         3773.00   (f) ADJ UNCH    1 2
 SR0585
 SR0585.Superseded values are not recommended for survey control.
 SR0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0585.See file dsdata.txt to determine how the superseded data were derived.
 SR0585
 SR0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT034190(NAD 83)
 SR0585_MARKER: DB = BENCH MARK DISK
 SR0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0585_STAMPING: L 169 1961
 SR0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0585+STABILITY: SURFACE MOTION
 SR0585
 SR0585  HISTORY     - Date     Condition        Report By
 SR0585  HISTORY     - 1961     MONUMENTED       CGS
 SR0585
 SR0585                          STATION DESCRIPTION
 SR0585
 SR0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0585'4.0 MI NE FROM ROSSFORK.
 SR0585'ABOUT 4.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0585'STATION AT ROSSFORK, OR 1.0 MILE WEST ALONG THE CHICAGO, MILWAUKEE,
 SR0585'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION SIGN AT HANOVER, THENCE
 SR0585'3.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY, IN SECTION 25, T 16
 SR0585'N, R 16 E, 13 RAILS SOUTHWEST OF A ROAD CROSSING, 19 FEET NORTH OF THE
 SR0585'FIRST POLE NORTHEAST OF MILEPOST 18, 46 FEET NORTHWEST OF THE
 SR0585'NORTHWEST RAIL, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.2 FEET SOUTHWEST OF
 SR0585'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 SR0585'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0041 ***********************************************************************
 TH0041  DESIGNATION -  L 17
 TH0041  PID         -  TH0041
 TH0041  STATE/COUNTY-  MT/ROOSEVELT
 TH0041  USGS QUAD   -  MC CABE EAST (1983)
 TH0041
 TH0041                         *CURRENT SURVEY CONTROL
 TH0041  ___________________________________________________________________
 TH0041* NAD 83(1986)-  48 09 31.     (N)    104 15 51.     (W)     SCALED    
 TH0041* NAVD 88     -       611.038  (meters)    2004.71   (feet)  ADJUSTED  
 TH0041  ___________________________________________________________________
 TH0041  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TH0041  DYNAMIC HT  -         611.111 (meters)    2004.95  (feet)  COMP
 TH0041  MODELED GRAV-     980,711.3   (mgal)                       NAVD 88
 TH0041
 TH0041  VERT ORDER  -  FIRST     CLASS II
 TH0041
 TH0041.The horizontal coordinates were scaled from a topographic map and have
 TH0041.an estimated accuracy of +/- 6 seconds.
 TH0041
 TH0041.The orthometric height was determined by differential leveling
 TH0041.and adjusted by the National Geodetic Survey in June 1991..
 TH0041
 TH0041.The geoid height was determined by GEOID03.
 TH0041
 TH0041.The dynamic height is computed by dividing the NAVD 88
 TH0041.geopotential number by the normal gravity value computed on the
 TH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0041.degrees latitude (g = 980.6199 gals.).
 TH0041
 TH0041.The modeled gravity was interpolated from observed gravity values.
 TH0041
 TH0041;                    North         East    Units  Estimated Accuracy
 TH0041;SPC MT       -   447,330.      989,080.      MT  (+/- 180 meters Scaled)
 TH0041
 TH0041                          SUPERSEDED SURVEY CONTROL
 TH0041
 TH0041  NGVD 29 (??/??/92)  610.497  (m)         2002.94   (f) ADJ UNCH    1 2
 TH0041
 TH0041.Superseded values are not recommended for survey control.
 TH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0041.See file dsdata.txt to determine how the superseded data were derived.
 TH0041
 TH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP547341(NAD 83)
 TH0041_MARKER: DB = BENCH MARK DISK
 TH0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0041+STABILITY: SURFACE MOTION
 TH0041
 TH0041  HISTORY     - Date     Condition        Report By
 TH0041  HISTORY     - UNK      MONUMENTED       CGS
 TH0041  HISTORY     - 1934     GOOD             NGS
 TH0041  HISTORY     - 1977     MARK NOT FOUND   USGS
 TH0041  HISTORY     - 1980     MARK NOT FOUND   NGS
 TH0041
 TH0041                          STATION DESCRIPTION
 TH0041
 TH0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TH0041'2.5 MI W FROM BAINVILLE.
 TH0041'2-1/2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM BAINVILLE,
 TH0041'ROOSEVELT COUNTY, 45 FEET WEST OF A HIGHWAY CROSSING, AND IN LINE WITH
 TH0041'A ROW OF POLES.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 TH0041
 TH0041                          STATION RECOVERY (1977)
 TH0041
 TH0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TH0041'MARK NOT FOUND.
 TH0041
 TH0041                          STATION RECOVERY (1980)
 TH0041
 TH0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TH0041'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0182 ***********************************************************************
 RV0182  DESIGNATION -  L 170
 RV0182  PID         -  RV0182
 RV0182  STATE/COUNTY-  MT/FERGUS
 RV0182  USGS QUAD   -  LOCO RIDGE (1970)
 RV0182
 RV0182                         *CURRENT SURVEY CONTROL
 RV0182  ___________________________________________________________________
 RV0182* NAD 83(1986)-  46 59 33.     (N)    109 10 02.     (W)     SCALED    
 RV0182* NAVD 88     -      1314.754  (meters)    4313.49   (feet)  ADJUSTED  
 RV0182  ___________________________________________________________________
 RV0182  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 RV0182  DYNAMIC HT  -        1314.575 (meters)    4312.90  (feet)  COMP
 RV0182  MODELED GRAV-     980,431.0   (mgal)                       NAVD 88
 RV0182
 RV0182  VERT ORDER  -  SECOND    CLASS 0
 RV0182
 RV0182.The horizontal coordinates were scaled from a topographic map and have
 RV0182.an estimated accuracy of +/- 6 seconds.
 RV0182
 RV0182.The orthometric height was determined by differential leveling
 RV0182.and adjusted by the National Geodetic Survey in June 1991..
 RV0182
 RV0182.The geoid height was determined by GEOID03.
 RV0182
 RV0182.The dynamic height is computed by dividing the NAVD 88
 RV0182.geopotential number by the normal gravity value computed on the
 RV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0182.degrees latitude (g = 980.6199 gals.).
 RV0182
 RV0182.The modeled gravity was interpolated from observed gravity values.
 RV0182
 RV0182;                    North         East    Units  Estimated Accuracy
 RV0182;SPC MT       -   304,800.      625,300.      MT  (+/- 180 meters Scaled)
 RV0182
 RV0182                          SUPERSEDED SURVEY CONTROL
 RV0182
 RV0182  NGVD 29 (??/??/92) 1313.878  (m)         4310.61   (f) ADJ UNCH    2 0
 RV0182
 RV0182.Superseded values are not recommended for survey control.
 RV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0182.See file dsdata.txt to determine how the superseded data were derived.
 RV0182
 RV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT393059(NAD 83)
 RV0182_MARKER: DB = BENCH MARK DISK
 RV0182_SETTING: 66 = SET IN ROCK OUTCROP
 RV0182_SP_SET: ROCK OUTCROP
 RV0182_STAMPING: L 170 1961
 RV0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RV0182+STABILITY: POSITION/ELEVATION WELL
 RV0182
 RV0182  HISTORY     - Date     Condition        Report By
 RV0182  HISTORY     - 1961     MONUMENTED       CGS
 RV0182
 RV0182                          STATION DESCRIPTION
 RV0182
 RV0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0182'4.4 MI W FROM FOREST GROVE.
 RV0182'ABOUT 4.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0182'PACIFIC RAILROAD FROM THE STATION SIGN AT FOREST GROVE, OR 1.8 MILES
 RV0182'EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM
 RV0182'THE STATION SIGN AT PIPER, IN SECTION 10, T 14 N, R 20 E, 0.3 MILE
 RV0182'EAST OF A ROAD CROSSING, 91 FEET NORTHEAST OF THE 1ST TELEPHONE POLE
 RV0182'EAST OF MILEPOST 17, NEAR THE WEST END OF A ROCKY CUT AND 9 FEET NORTH
 RV0182'OF THE NORTH RAIL, SET IN THE TOP OF THE SOUTHWEST CORNER OF A LARGE
 RV0182'ROCK OUTCROP IN THE NORTH SIDE OF THE ROCKY CUT, AND ABOUT 3 FEET
 RV0182'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0118 ***********************************************************************
 SR0118  DESIGNATION -  L 171
 SR0118  PID         -  SR0118
 SR0118  STATE/COUNTY-  MT/FERGUS
 SR0118  USGS QUAD   -  ROY (1985)
 SR0118
 SR0118                         *CURRENT SURVEY CONTROL
 SR0118  ___________________________________________________________________
 SR0118* NAD 83(1986)-  47 18 40.     (N)    108 54 04.     (W)     SCALED    
 SR0118* NAVD 88     -      1047.486  (meters)    3436.63   (feet)  ADJUSTED  
 SR0118  ___________________________________________________________________
 SR0118  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 SR0118  DYNAMIC HT  -        1047.431 (meters)    3436.45  (feet)  COMP
 SR0118  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 SR0118
 SR0118  VERT ORDER  -  SECOND    CLASS 0
 SR0118
 SR0118.The horizontal coordinates were scaled from a topographic map and have
 SR0118.an estimated accuracy of +/- 6 seconds.
 SR0118
 SR0118.The orthometric height was determined by differential leveling
 SR0118.and adjusted by the National Geodetic Survey in June 1991..
 SR0118
 SR0118.The geoid height was determined by GEOID03.
 SR0118
 SR0118.The dynamic height is computed by dividing the NAVD 88
 SR0118.geopotential number by the normal gravity value computed on the
 SR0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0118.degrees latitude (g = 980.6199 gals.).
 SR0118
 SR0118.The modeled gravity was interpolated from observed gravity values.
 SR0118
 SR0118;                    North         East    Units  Estimated Accuracy
 SR0118;SPC MT       -   340,320.      645,260.      MT  (+/- 180 meters Scaled)
 SR0118
 SR0118                          SUPERSEDED SURVEY CONTROL
 SR0118
 SR0118  NGVD 29 (??/??/92) 1046.689  (m)         3434.01   (f) ADJ UNCH    2 0
 SR0118
 SR0118.Superseded values are not recommended for survey control.
 SR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0118.See file dsdata.txt to determine how the superseded data were derived.
 SR0118
 SR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT586418(NAD 83)
 SR0118_MARKER: DB = BENCH MARK DISK
 SR0118_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0118_SP_SET: 16 FT
 SR0118_STAMPING: L 171 1961
 SR0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0118
 SR0118  HISTORY     - Date     Condition        Report By
 SR0118  HISTORY     - 1961     MONUMENTED       CGS
 SR0118
 SR0118                          STATION DESCRIPTION
 SR0118
 SR0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0118'4.1 MI SE FROM ROY.
 SR0118'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0118'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 2.05
 SR0118'MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION 22, T 18 N, R 22 E, AT
 SR0118'THE SOUTHEAST END OF A JOG IN THE ROAD, SOUTH OF AND AT THE FOOT OF A
 SR0118'HILL, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF A
 SR0118'FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SR0118'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 SR0118'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 7
 SR0118'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0164 ***********************************************************************
 RV0164  DESIGNATION -  L 172
 RV0164  PID         -  RV0164
 RV0164  STATE/COUNTY-  MT/FERGUS
 RV0164  USGS QUAD   -  FORESTGROVE (1970)
 RV0164
 RV0164                         *CURRENT SURVEY CONTROL
 RV0164  ___________________________________________________________________
 RV0164* NAD 83(1986)-  46 59 42.     (N)    109 00 27.     (W)     SCALED    
 RV0164* NAVD 88     -      1193.471  (meters)    3915.58   (feet)  ADJUSTED  
 RV0164  ___________________________________________________________________
 RV0164  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 RV0164  DYNAMIC HT  -        1193.329 (meters)    3915.11  (feet)  COMP
 RV0164  MODELED GRAV-     980,452.3   (mgal)                       NAVD 88
 RV0164
 RV0164  VERT ORDER  -  SECOND    CLASS 0
 RV0164
 RV0164.The horizontal coordinates were scaled from a topographic map and have
 RV0164.an estimated accuracy of +/- 6 seconds.
 RV0164
 RV0164.The orthometric height was determined by differential leveling
 RV0164.and adjusted by the National Geodetic Survey in June 1991..
 RV0164
 RV0164.The geoid height was determined by GEOID03.
 RV0164
 RV0164.The dynamic height is computed by dividing the NAVD 88
 RV0164.geopotential number by the normal gravity value computed on the
 RV0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0164.degrees latitude (g = 980.6199 gals.).
 RV0164
 RV0164.The modeled gravity was interpolated from observed gravity values.
 RV0164
 RV0164;                    North         East    Units  Estimated Accuracy
 RV0164;SPC MT       -   305,140.      637,440.      MT  (+/- 180 meters Scaled)
 RV0164
 RV0164                          SUPERSEDED SURVEY CONTROL
 RV0164
 RV0164  NGVD 29 (??/??/92) 1192.630  (m)         3912.82   (f) ADJ UNCH    2 0
 RV0164
 RV0164.Superseded values are not recommended for survey control.
 RV0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0164.See file dsdata.txt to determine how the superseded data were derived.
 RV0164
 RV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT514065(NAD 83)
 RV0164_MARKER: DB = BENCH MARK DISK
 RV0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0164_STAMPING: L 172 1961
 RV0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0164+STABILITY: SURFACE MOTION
 RV0164
 RV0164  HISTORY     - Date     Condition        Report By
 RV0164  HISTORY     - 1961     MONUMENTED       CGS
 RV0164
 RV0164                          STATION DESCRIPTION
 RV0164
 RV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0164'3.85 MI E FROM FOREST GROVE.
 RV0164'ABOUT 3.85 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RV0164'PACIFIC RAILROAD FROM THE STATION SIGN AT FOREST GROVE, IN SECTION 12,
 RV0164'T 14 N, R 21 E, 58 FEET EAST OF MILEPOST 25, 46 FEET SOUTH OF THE
 RV0164'SOUTH RAIL, 75 FEET SOUTHWEST OF THE CENTER OF A FIELD ROAD CROSSING,
 RV0164'58 FEET WEST OF THE CENTER OF A GATE, 1 1/2 FEET NORTH OF A FENCE, 1.0
 RV0164'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 RV0164'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0213 ***********************************************************************
 SR0213  DESIGNATION -  L 173
 SR0213  PID         -  SR0213
 SR0213  STATE/COUNTY-  MT/FERGUS
 SR0213  USGS QUAD   -  GRASS RANGE NW (1986)
 SR0213
 SR0213                         *CURRENT SURVEY CONTROL
 SR0213  ___________________________________________________________________
 SR0213* NAD 83(1986)-  47 14 11.     (N)    108 59 48.     (W)     SCALED    
 SR0213* NAVD 88     -      1209.535  (meters)    3968.28   (feet)  ADJUSTED  
 SR0213  ___________________________________________________________________
 SR0213  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 SR0213  DYNAMIC HT  -        1209.435 (meters)    3967.95  (feet)  COMP
 SR0213  MODELED GRAV-     980,487.5   (mgal)                       NAVD 88
 SR0213
 SR0213  VERT ORDER  -  SECOND    CLASS 0
 SR0213
 SR0213.The horizontal coordinates were scaled from a topographic map and have
 SR0213.an estimated accuracy of +/- 6 seconds.
 SR0213
 SR0213.The orthometric height was determined by differential leveling
 SR0213.and adjusted by the National Geodetic Survey in June 1991..
 SR0213
 SR0213.The geoid height was determined by GEOID03.
 SR0213
 SR0213.The dynamic height is computed by dividing the NAVD 88
 SR0213.geopotential number by the normal gravity value computed on the
 SR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0213.degrees latitude (g = 980.6199 gals.).
 SR0213
 SR0213.The modeled gravity was interpolated from observed gravity values.
 SR0213
 SR0213;                    North         East    Units  Estimated Accuracy
 SR0213;SPC MT       -   331,960.      638,090.      MT  (+/- 180 meters Scaled)
 SR0213
 SR0213                          SUPERSEDED SURVEY CONTROL
 SR0213
 SR0213  NGVD 29 (??/??/92) 1208.708  (m)         3965.57   (f) ADJ UNCH    2 0
 SR0213
 SR0213.Superseded values are not recommended for survey control.
 SR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0213.See file dsdata.txt to determine how the superseded data were derived.
 SR0213
 SR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT516333(NAD 83)
 SR0213_MARKER: DB = BENCH MARK DISK
 SR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0213_STAMPING: L 173 1961
 SR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0213+STABILITY: SURFACE MOTION
 SR0213
 SR0213  HISTORY     - Date     Condition        Report By
 SR0213  HISTORY     - 1961     MONUMENTED       CGS
 SR0213
 SR0213                          STATION DESCRIPTION
 SR0213
 SR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0213'10.25 MI SW FROM ROY.
 SR0213'ABOUT 2.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 SR0213'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT ROY, THENCE 8.2
 SR0213'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN SECTION 13, T 17 N, R 21
 SR0213'E, 0.1 MILE NORTH OF A SMALL KNOLL, 108 YARDS NORTH OF A CULVERT IN A
 SR0213'SHALLOW DRAW, 92 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 SR0213'WEST OF A FENCE, 2.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4
 SR0213'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SR0213'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0178 ***********************************************************************
 SR0178  DESIGNATION -  L 174
 SR0178  PID         -  SR0178
 SR0178  STATE/COUNTY-  MT/FERGUS
 SR0178  USGS QUAD   -  FISH DAM (1986)
 SR0178
 SR0178                         *CURRENT SURVEY CONTROL
 SR0178  ___________________________________________________________________
 SR0178* NAD 83(1986)-  47 03 43.     (N)    108 58 38.     (W)     SCALED    
 SR0178* NAVD 88     -      1123.189  (meters)    3685.00   (feet)  ADJUSTED  
 SR0178  ___________________________________________________________________
 SR0178  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 SR0178  DYNAMIC HT  -        1123.081 (meters)    3684.64  (feet)  COMP
 SR0178  MODELED GRAV-     980,477.9   (mgal)                       NAVD 88
 SR0178
 SR0178  VERT ORDER  -  SECOND    CLASS 0
 SR0178
 SR0178.The horizontal coordinates were scaled from a topographic map and have
 SR0178.an estimated accuracy of +/- 6 seconds.
 SR0178
 SR0178.The orthometric height was determined by differential leveling
 SR0178.and adjusted by the National Geodetic Survey in June 1991..
 SR0178
 SR0178.The geoid height was determined by GEOID03.
 SR0178
 SR0178.The dynamic height is computed by dividing the NAVD 88
 SR0178.geopotential number by the normal gravity value computed on the
 SR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0178.degrees latitude (g = 980.6199 gals.).
 SR0178
 SR0178.The modeled gravity was interpolated from observed gravity values.
 SR0178
 SR0178;                    North         East    Units  Estimated Accuracy
 SR0178;SPC MT       -   312,590.      639,690.      MT  (+/- 180 meters Scaled)
 SR0178
 SR0178                          SUPERSEDED SURVEY CONTROL
 SR0178
 SR0178  NGVD 29 (??/??/92) 1122.370  (m)         3682.31   (f) ADJ UNCH    2 0
 SR0178
 SR0178.Superseded values are not recommended for survey control.
 SR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0178.See file dsdata.txt to determine how the superseded data were derived.
 SR0178
 SR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT536140(NAD 83)
 SR0178_MARKER: DB = BENCH MARK DISK
 SR0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0178_STAMPING: L 174 1961
 SR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0178+STABILITY: SURFACE MOTION
 SR0178
 SR0178  HISTORY     - Date     Condition        Report By
 SR0178  HISTORY     - 1961     MONUMENTED       CGS
 SR0178
 SR0178                          STATION DESCRIPTION
 SR0178
 SR0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0178'23.15 MI NE FROM LEWISTOWN.
 SR0178'ABOUT 0.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SR0178'STATION AT LEWISTOWN, THENCE 22.25 MILES EAST ALONG U. S. HIGHWAY 87
 SR0178'AND STATE HIGHWAY 20, THENCE 0.7 MILE NORTH ALONG A GRADED DIRT ROAD,
 SR0178'IN SECTION 18, T 15 N, R 22 E, SOUTHEAST OF AND AT THE FOOT OF A LONG
 SR0178'HILL, 71 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 75 YARDS
 SR0178'NORTHWEST OF A SMALL WOODEN BRIDGE, 19 FEET SOUTH OF A 10-INCH PINE
 SR0178'TREE, 1 1/2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 SR0178'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SR0178'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0218 ***********************************************************************
 SS0218  DESIGNATION -  L 175
 SS0218  PID         -  SS0218
 SS0218  STATE/COUNTY-  MT/JUDITH BASIN
 SS0218  USGS QUAD   -  PALISADE BUTTE (1995)
 SS0218
 SS0218                         *CURRENT SURVEY CONTROL
 SS0218  ___________________________________________________________________
 SS0218* NAD 83(1986)-  47 23 23.     (N)    110 24 56.     (W)     SCALED    
 SS0218* NAVD 88     -      1259.809  (meters)    4133.22   (feet)  ADJUSTED  
 SS0218  ___________________________________________________________________
 SS0218  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 SS0218  DYNAMIC HT  -        1259.701 (meters)    4132.87  (feet)  COMP
 SS0218  MODELED GRAV-     980,481.9   (mgal)                       NAVD 88
 SS0218
 SS0218  VERT ORDER  -  SECOND    CLASS 0
 SS0218
 SS0218.The horizontal coordinates were scaled from a topographic map and have
 SS0218.an estimated accuracy of +/- 6 seconds.
 SS0218
 SS0218.The orthometric height was determined by differential leveling
 SS0218.and adjusted by the National Geodetic Survey in June 1991..
 SS0218
 SS0218.The geoid height was determined by GEOID03.
 SS0218
 SS0218.The dynamic height is computed by dividing the NAVD 88
 SS0218.geopotential number by the normal gravity value computed on the
 SS0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0218.degrees latitude (g = 980.6199 gals.).
 SS0218
 SS0218.The modeled gravity was interpolated from observed gravity values.
 SS0218
 SS0218;                    North         East    Units  Estimated Accuracy
 SS0218;SPC MT       -   349,280.      530,920.      MT  (+/- 180 meters Scaled)
 SS0218
 SS0218                          SUPERSEDED SURVEY CONTROL
 SS0218
 SS0218  NGVD 29 (??/??/92) 1258.914  (m)         4130.29   (f) ADJ UNCH    2 0
 SS0218
 SS0218.Superseded values are not recommended for survey control.
 SS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0218.See file dsdata.txt to determine how the superseded data were derived.
 SS0218
 SS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT441486(NAD 83)
 SS0218_MARKER: DB = BENCH MARK DISK
 SS0218_SETTING: 66 = SET IN ROCK OUTCROP
 SS0218_SP_SET: ROCK
 SS0218_STAMPING: L 175 1961
 SS0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0218+STABILITY: POSITION/ELEVATION WELL
 SS0218
 SS0218  HISTORY     - Date     Condition        Report By
 SS0218  HISTORY     - 1961     MONUMENTED       CGS
 SS0218
 SS0218                          STATION DESCRIPTION
 SS0218
 SS0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0218'12.15 MI N FROM GEYSER.
 SS0218'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0218'AT GEYSER, THENCE 12.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SS0218'23, T 19 N, R 10 E, 0.25 MILE SOUTH OF A PRIVATE ROAD LEADING EAST TO
 SS0218'THE HEADQUARTERS FOR THE MANSFIELD RANCH, 67 FEET WEST OF THE CENTER
 SS0218'LINE OF THE ROAD, SET IN THE TOP OF A ROCK AT THE BASE OF A ROCK
 SS0218'OUTCROP, 27 FEET WEST OF A FENCE, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 SS0218'ROAD, AND PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0784 ***********************************************************************
 SR0784  DESIGNATION -  L 176
 SR0784  PID         -  SR0784
 SR0784  STATE/COUNTY-  MT/FERGUS
 SR0784  USGS QUAD   -  GLENGARRY (1970)
 SR0784
 SR0784                         *CURRENT SURVEY CONTROL
 SR0784  ___________________________________________________________________
 SR0784* NAD 83(1986)-  47 02 43.     (N)    109 34 38.     (W)     SCALED    
 SR0784* NAVD 88     -      1223.984  (meters)    4015.69   (feet)  ADJUSTED  
 SR0784  ___________________________________________________________________
 SR0784  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 SR0784  DYNAMIC HT  -        1223.827 (meters)    4015.17  (feet)  COMP
 SR0784  MODELED GRAV-     980,442.2   (mgal)                       NAVD 88
 SR0784  OBS GRAVITY -     980,442.0   (mgal)                       GRAV_OBS
 SR0784
 SR0784  VERT ORDER  -  FIRST     CLASS II
 SR0784
 SR0784.The horizontal coordinates were scaled from a topographic map and have
 SR0784.an estimated accuracy of +/- 6 seconds.
 SR0784
 SR0784.The orthometric height was determined by differential leveling
 SR0784.and adjusted by the National Geodetic Survey in June 1991..
 SR0784
 SR0784.The geoid height was determined by GEOID03.
 SR0784
 SR0784.The dynamic height is computed by dividing the NAVD 88
 SR0784.geopotential number by the normal gravity value computed on the
 SR0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0784.degrees latitude (g = 980.6199 gals.).
 SR0784
 SR0784.The modeled gravity was interpolated from observed gravity values.
 SR0784.The observed gravity was obtained from relative gravimeter ties
 SR0784.to the IGSN71 gravity network.
 SR0784
 SR0784;                    North         East    Units  Estimated Accuracy
 SR0784;SPC MT       -   310,610.      594,140.      MT  (+/- 180 meters Scaled)
 SR0784
 SR0784                          SUPERSEDED SURVEY CONTROL
 SR0784
 SR0784  NGVD 29 (??/??/92) 1223.100  (m)         4012.79   (f) ADJ UNCH    1 2
 SR0784
 SR0784.Superseded values are not recommended for survey control.
 SR0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0784.See file dsdata.txt to determine how the superseded data were derived.
 SR0784
 SR0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT080111(NAD 83)
 SR0784_MARKER: DB = BENCH MARK DISK
 SR0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0784_STAMPING: L 176 1961
 SR0784_PROJECTION: PROJECTING 2 CENTIMETERS
 SR0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0784+STABILITY: SURFACE MOTION
 SR0784
 SR0784  HISTORY     - Date     Condition        Report By
 SR0784  HISTORY     - 1961     MONUMENTED       CGS
 SR0784  HISTORY     - 1980     GOOD             NGS
 SR0784
 SR0784                          STATION DESCRIPTION
 SR0784
 SR0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0784'8.3 MI NE FROM MOORE.
 SR0784'ABOUT 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 SR0784'AT MOORE, THENCE 7.65 MILES NORTHEAST ALONG U.S. HIGHWAY 87, OR 7.45
 SR0784'MILES SOUTHWEST ALONG U.S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE AT
 SR0784'LEWISTOWN, IN SECTION 21, T 15 N, R 17 E, 60 FEET SOUTHEAST OF THE
 SR0784'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A FENCE, 1.6 FEET
 SR0784'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SR0784'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SR0784
 SR0784                          STATION RECOVERY (1980)
 SR0784
 SR0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SR0784'1.0 KM (0.65 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 SR0784'IN MOORE, THENCE 12.3 KM (7.65 MI) EAST ALONG U.S. HIGHWAYS 87 AND
 SR0784'191, 0.5 KM (0.3 MI) NORTHEAST OF A BRIDGE, 18.3 METERS (60.0 FT)
 SR0784'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.6 METER (2.0 FT)
 SR0784'NORTHWEST OF A FENCE.
 SR0784'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SR0784'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0437 ***********************************************************************
 RV0437  DESIGNATION -  L 177
 RV0437  PID         -  RV0437
 RV0437  STATE/COUNTY-  MT/JUDITH BASIN
 RV0437  USGS QUAD   -  ACKLEY LAKE (1970)
 RV0437
 RV0437                         *CURRENT SURVEY CONTROL
 RV0437  ___________________________________________________________________
 RV0437* NAD 83(1986)-  46 53 06.     (N)    109 54 10.     (W)     SCALED    
 RV0437* NAVD 88     -      1386.499  (meters)    4548.87   (feet)  ADJUSTED  
 RV0437  ___________________________________________________________________
 RV0437  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 RV0437  DYNAMIC HT  -        1386.247 (meters)    4548.05  (feet)  COMP
 RV0437  MODELED GRAV-     980,383.2   (mgal)                       NAVD 88
 RV0437
 RV0437  VERT ORDER  -  SECOND    CLASS 0
 RV0437
 RV0437.The horizontal coordinates were scaled from a topographic map and have
 RV0437.an estimated accuracy of +/- 6 seconds.
 RV0437
 RV0437.The orthometric height was determined by differential leveling
 RV0437.and adjusted by the National Geodetic Survey in June 1991..
 RV0437
 RV0437.The geoid height was determined by GEOID03.
 RV0437
 RV0437.The dynamic height is computed by dividing the NAVD 88
 RV0437.geopotential number by the normal gravity value computed on the
 RV0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0437.degrees latitude (g = 980.6199 gals.).
 RV0437
 RV0437.The modeled gravity was interpolated from observed gravity values.
 RV0437
 RV0437;                    North         East    Units  Estimated Accuracy
 RV0437;SPC MT       -   292,880.      569,320.      MT  (+/- 180 meters Scaled)
 RV0437
 RV0437                          SUPERSEDED SURVEY CONTROL
 RV0437
 RV0437  NGVD 29 (??/??/92) 1385.546  (m)         4545.75   (f) ADJ UNCH    2 0
 RV0437
 RV0437.Superseded values are not recommended for survey control.
 RV0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0437.See file dsdata.txt to determine how the superseded data were derived.
 RV0437
 RV0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS835929(NAD 83)
 RV0437_MARKER: DB = BENCH MARK DISK
 RV0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0437_STAMPING: L 177 1961
 RV0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0437+STABILITY: SURFACE MOTION
 RV0437
 RV0437  HISTORY     - Date     Condition        Report By
 RV0437  HISTORY     - 1961     MONUMENTED       CGS
 RV0437
 RV0437                          STATION DESCRIPTION
 RV0437
 RV0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0437'8.7 MI NW FROM BUFFALO.
 RV0437'ABOUT 2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0437'STATION SIGN AT BUFFALO, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD,
 RV0437'THENCE 2.4 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 13, T 13 N, R
 RV0437'14 E, SAT A 90-DEGREE TURN IN THE ROAD, 52 FEET EAST OF THE CENTER
 RV0437'LINE OF THE NORTH-SOUTH PORTION OF THE ROAD, 112 FEET SOUTH OF THE
 RV0437'EXTENDED CENTER LINE OF THE EAST-WEST PORTION OF THE ROAD, 139 FEET
 RV0437'SOUTH OF THE SOUTH END OF A CATTLE GUARD IN A PRIVATE ROAD LEADING
 RV0437'NORTHEAST, 1 1/2 FEET WEST OF A NORTH-SOUTH FENCE, 1.4 FEET NORTH OF A
 RV0437'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RV0437'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0393 ***********************************************************************
 SS0393  DESIGNATION -  L 178
 SS0393  PID         -  SS0393
 SS0393  STATE/COUNTY-  MT/JUDITH BASIN
 SS0393  USGS QUAD   -  BYRNE CREEK (1995)
 SS0393
 SS0393                         *CURRENT SURVEY CONTROL
 SS0393  ___________________________________________________________________
 SS0393* NAD 83(1986)-  47 20 10.     (N)    110 37 16.     (W)     SCALED    
 SS0393* NAVD 88     -      1421.168  (meters)    4662.62   (feet)  ADJUSTED  
 SS0393  ___________________________________________________________________
 SS0393  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 SS0393  DYNAMIC HT  -        1420.963 (meters)    4661.94  (feet)  COMP
 SS0393  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 SS0393
 SS0393  VERT ORDER  -  SECOND    CLASS 0
 SS0393
 SS0393.The horizontal coordinates were scaled from a topographic map and have
 SS0393.an estimated accuracy of +/- 6 seconds.
 SS0393
 SS0393.The orthometric height was determined by differential leveling
 SS0393.and adjusted by the National Geodetic Survey in June 1991..
 SS0393
 SS0393.The geoid height was determined by GEOID03.
 SS0393
 SS0393.The dynamic height is computed by dividing the NAVD 88
 SS0393.geopotential number by the normal gravity value computed on the
 SS0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0393.degrees latitude (g = 980.6199 gals.).
 SS0393
 SS0393.The modeled gravity was interpolated from observed gravity values.
 SS0393
 SS0393;                    North         East    Units  Estimated Accuracy
 SS0393;SPC MT       -   343,530.      515,320.      MT  (+/- 180 meters Scaled)
 SS0393
 SS0393                          SUPERSEDED SURVEY CONTROL
 SS0393
 SS0393  NGVD 29 (??/??/92) 1420.201  (m)         4659.44   (f) ADJ UNCH    2 0
 SS0393
 SS0393.Superseded values are not recommended for survey control.
 SS0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0393.See file dsdata.txt to determine how the superseded data were derived.
 SS0393
 SS0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT286425(NAD 83)
 SS0393_MARKER: DB = BENCH MARK DISK
 SS0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0393_STAMPING: L 178 1961
 SS0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0393+STABILITY: SURFACE MOTION
 SS0393
 SS0393  HISTORY     - Date     Condition        Report By
 SS0393  HISTORY     - 1961     MONUMENTED       CGS
 SS0393
 SS0393                          STATION DESCRIPTION
 SS0393
 SS0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0393'13.1 MI NE FROM RAYNESFORD.
 SS0393'ABOUT 4.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0393'STATION AT RAYNESFORD, THENCE 5.15 MILES NORTHWEST ALONG A WINDING
 SS0393'DIRT ROAD, THENCE 3.0 MILES EAST ALONG A DIRT ROAD, OR 0.15 MILE EAST
 SS0393'ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT GEYSER, THENCE
 SS0393'6.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 3.8 MILES WEST ALONG A
 SS0393'DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 3.1 MILES
 SS0393'WEST ALONG A GRAVELED ROAD, IN SECTION 7, T 18 N, R 9 E, 0.3 MILE
 SS0393'NORTHEAST OF A RANCH HOUSE, AT A SHARP CURVE AND 48 FEET NORTHWEST OF
 SS0393'THE CENTER LINE OF THE ROAD, 19 FEET SOUTHWEST OF THE CENTER OF A WIRE
 SS0393'GATE, 2 FEET SOUTHEAST OF A FENCE, 1.3 FEET SOUTHWEST OF A METAL
 SS0393'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SS0393'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0054 ***********************************************************************
 SS0054  DESIGNATION -  L 179
 SS0054  PID         -  SS0054
 SS0054  STATE/COUNTY-  MT/FERGUS
 SS0054  USGS QUAD   -  ARROW CREEK (1979)
 SS0054
 SS0054                         *CURRENT SURVEY CONTROL
 SS0054  ___________________________________________________________________
 SS0054* NAD 83(1986)-  47 22 06.     (N)    110 12 19.     (W)     SCALED    
 SS0054* NAVD 88     -      1008.512  (meters)    3308.76   (feet)  ADJUSTED  
 SS0054  ___________________________________________________________________
 SS0054  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 SS0054  DYNAMIC HT  -        1008.433 (meters)    3308.50  (feet)  COMP
 SS0054  MODELED GRAV-     980,500.7   (mgal)                       NAVD 88
 SS0054
 SS0054  VERT ORDER  -  SECOND    CLASS 0
 SS0054
 SS0054.The horizontal coordinates were scaled from a topographic map and have
 SS0054.an estimated accuracy of +/- 6 seconds.
 SS0054
 SS0054.The orthometric height was determined by differential leveling
 SS0054.and adjusted by the National Geodetic Survey in June 1991..
 SS0054
 SS0054.The geoid height was determined by GEOID03.
 SS0054
 SS0054.The dynamic height is computed by dividing the NAVD 88
 SS0054.geopotential number by the normal gravity value computed on the
 SS0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0054.degrees latitude (g = 980.6199 gals.).
 SS0054
 SS0054.The modeled gravity was interpolated from observed gravity values.
 SS0054
 SS0054;                    North         East    Units  Estimated Accuracy
 SS0054;SPC MT       -   346,740.      546,760.      MT  (+/- 180 meters Scaled)
 SS0054
 SS0054                          SUPERSEDED SURVEY CONTROL
 SS0054
 SS0054  NGVD 29 (??/??/92) 1007.637  (m)         3305.89   (f) ADJ UNCH    2 0
 SS0054
 SS0054.Superseded values are not recommended for survey control.
 SS0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0054.See file dsdata.txt to determine how the superseded data were derived.
 SS0054
 SS0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT600464(NAD 83)
 SS0054_MARKER: DB = BENCH MARK DISK
 SS0054_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SS0054_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SS0054_STAMPING: L 179 1961
 SS0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SS0054
 SS0054  HISTORY     - Date     Condition        Report By
 SS0054  HISTORY     - 1961     MONUMENTED       CGS
 SS0054
 SS0054                          STATION DESCRIPTION
 SS0054
 SS0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0054'7.65 MI NW FROM ARROW CREEK.
 SS0054'ABOUT 7.65 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SS0054'PACIFIC RAILROAD FROM THE FARMERS UNION GRAIN ELEVATOR AT ARROW CREEK,
 SS0054'IN SECTION 33, T 19 N, R 12 E, 60 FEET SOUTH OF MILEPOST 114, 48 FEET
 SS0054'EAST OF THE EAST RAIL, 54 FEET NORTHEAST OF THE EAST END OF A 42-INCH
 SS0054'TUBULAR CONCRETE CULVERT, 2 1/2 FEET WEST OF A FENCE, 0.8 FEET EAST OF
 SS0054'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF
 SS0054'A 3-INCH IRON PIPE THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0429 ***********************************************************************
 RV0429  DESIGNATION -  L 180
 RV0429  PID         -  RV0429
 RV0429  STATE/COUNTY-  MT/JUDITH BASIN
 RV0429  USGS QUAD   -  ACKLEY LAKE (1970)
 RV0429
 RV0429                         *CURRENT SURVEY CONTROL
 RV0429  ___________________________________________________________________
 RV0429* NAD 83(1986)-  46 58 07.     (N)    109 56 44.     (W)     SCALED    
 RV0429* NAVD 88     -      1312.026  (meters)    4304.54   (feet)  ADJUSTED  
 RV0429  ___________________________________________________________________
 RV0429  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 RV0429  DYNAMIC HT  -        1311.809 (meters)    4303.83  (feet)  COMP
 RV0429  MODELED GRAV-     980,402.1   (mgal)                       NAVD 88
 RV0429
 RV0429  VERT ORDER  -  SECOND    CLASS 0
 RV0429
 RV0429.The horizontal coordinates were scaled from a topographic map and have
 RV0429.an estimated accuracy of +/- 6 seconds.
 RV0429
 RV0429.The orthometric height was determined by differential leveling
 RV0429.and adjusted by the National Geodetic Survey in June 1991..
 RV0429
 RV0429.The geoid height was determined by GEOID03.
 RV0429
 RV0429.The dynamic height is computed by dividing the NAVD 88
 RV0429.geopotential number by the normal gravity value computed on the
 RV0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0429.degrees latitude (g = 980.6199 gals.).
 RV0429
 RV0429.The modeled gravity was interpolated from observed gravity values.
 RV0429
 RV0429;                    North         East    Units  Estimated Accuracy
 RV0429;SPC MT       -   302,190.      566,110.      MT  (+/- 180 meters Scaled)
 RV0429
 RV0429                          SUPERSEDED SURVEY CONTROL
 RV0429
 RV0429  NGVD 29 (??/??/92) 1311.083  (m)         4301.44   (f) ADJ UNCH    2 0
 RV0429
 RV0429.Superseded values are not recommended for survey control.
 RV0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0429.See file dsdata.txt to determine how the superseded data were derived.
 RV0429
 RV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT802022(NAD 83)
 RV0429_MARKER: DB = BENCH MARK DISK
 RV0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0429_SP_SET: 9.5 FT.
 RV0429_STAMPING: L 180 1961
 RV0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0429
 RV0429  HISTORY     - Date     Condition        Report By
 RV0429  HISTORY     - 1961     MONUMENTED       CGS
 RV0429
 RV0429                          STATION DESCRIPTION
 RV0429
 RV0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0429'5.8 MI SW FROM HOBSON.
 RV0429'ABOUT 0.4 MILE SOUTH ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 RV0429'STATION AT HOBSON, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE
 RV0429'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES WEST ALONG A
 RV0429'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0
 RV0429'MILE WEST ALONG A GRAVELED ROAD, OR 7.15 MILES WEST ALONG A GRAVELED
 RV0429'ROAD FROM THE METHODIST CHURCH AT UTICA, IN SECTION 16, T 14 N, R 14
 RV0429'E, AT THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH AND A DIRT ROAD
 RV0429'LEADING NORTH, 104 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 RV0429'ROAD, 36 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 2 FEET EAST OF
 RV0429'A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RV0429'ROADS, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 RV0429'DRIVEN TO A DEPTH OF 9 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 RV0429'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0771 ***********************************************************************
 SR0771  DESIGNATION -  L 181
 SR0771  PID         -  SR0771
 SR0771  STATE/COUNTY-  MT/JUDITH BASIN
 SR0771  USGS QUAD   -  HARWOOD BENCH (1970)
 SR0771
 SR0771                         *CURRENT SURVEY CONTROL
 SR0771  ___________________________________________________________________
 SR0771* NAD 83(1986)-  47 09 12.     (N)    109 51 47.     (W)     SCALED    
 SR0771* NAVD 88     -      1242.868  (meters)    4077.64   (feet)  ADJUSTED  
 SR0771  ___________________________________________________________________
 SR0771  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 SR0771  DYNAMIC HT  -        1242.717 (meters)    4077.15  (feet)  COMP
 SR0771  MODELED GRAV-     980,447.5   (mgal)                       NAVD 88
 SR0771
 SR0771  VERT ORDER  -  SECOND    CLASS 0
 SR0771
 SR0771.The horizontal coordinates were scaled from a topographic map and have
 SR0771.an estimated accuracy of +/- 6 seconds.
 SR0771
 SR0771.The orthometric height was determined by differential leveling
 SR0771.and adjusted by the National Geodetic Survey in June 1991..
 SR0771
 SR0771.The geoid height was determined by GEOID03.
 SR0771
 SR0771.The dynamic height is computed by dividing the NAVD 88
 SR0771.geopotential number by the normal gravity value computed on the
 SR0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0771.degrees latitude (g = 980.6199 gals.).
 SR0771
 SR0771.The modeled gravity was interpolated from observed gravity values.
 SR0771
 SR0771;                    North         East    Units  Estimated Accuracy
 SR0771;SPC MT       -   322,680.      572,480.      MT  (+/- 180 meters Scaled)
 SR0771
 SR0771                          SUPERSEDED SURVEY CONTROL
 SR0771
 SR0771  NGVD 29 (??/??/92) 1241.972  (m)         4074.70   (f) ADJ UNCH    2 0
 SR0771
 SR0771.Superseded values are not recommended for survey control.
 SR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0771.See file dsdata.txt to determine how the superseded data were derived.
 SR0771
 SR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT861228(NAD 83)
 SR0771_MARKER: DB = BENCH MARK DISK
 SR0771_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0771_SP_SET: 9.5 FT.
 SR0771_STAMPING: L 181 1961
 SR0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0771
 SR0771  HISTORY     - Date     Condition        Report By
 SR0771  HISTORY     - 1961     MONUMENTED       CGS
 SR0771
 SR0771                          STATION DESCRIPTION
 SR0771
 SR0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0771'8.05 MI NW FROM KOLIN.
 SR0771'ABOUT 0.2 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SR0771'KOLIN, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 4.1 MILES
 SR0771'WEST ALONG A GRAVELED ROAD, IN SECTION 18, T 16 N, R 15 E, AT THE
 SR0771'SOUTHWEST END OF A LONG CURVE AND 60 FEET WEST OF THE CENTER LINE OF
 SR0771'THE ROAD, 5 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS
 SR0771'POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 SR0771'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND IS
 SR0771'ENCASED IN A 6-INCH TILE THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0748 ***********************************************************************
 SR0748  DESIGNATION -  L 182
 SR0748  PID         -  SR0748
 SR0748  STATE/COUNTY-  MT/JUDITH BASIN
 SR0748  USGS QUAD   -  BIG SPRING (1970)
 SR0748
 SR0748                         *CURRENT SURVEY CONTROL
 SR0748  ___________________________________________________________________
 SR0748* NAD 83(1986)-  47 10 51.     (N)    109 54 57.     (W)     SCALED    
 SR0748* NAVD 88     -      1132.596  (meters)    3715.86   (feet)  ADJUSTED  
 SR0748  ___________________________________________________________________
 SR0748  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 SR0748  DYNAMIC HT  -        1132.466 (meters)    3715.43  (feet)  COMP
 SR0748  MODELED GRAV-     980,459.4   (mgal)                       NAVD 88
 SR0748
 SR0748  VERT ORDER  -  SECOND    CLASS 0
 SR0748
 SR0748.The horizontal coordinates were scaled from a topographic map and have
 SR0748.an estimated accuracy of +/- 6 seconds.
 SR0748
 SR0748.The orthometric height was determined by differential leveling
 SR0748.and adjusted by the National Geodetic Survey in June 1991..
 SR0748
 SR0748.The geoid height was determined by GEOID03.
 SR0748
 SR0748.The dynamic height is computed by dividing the NAVD 88
 SR0748.geopotential number by the normal gravity value computed on the
 SR0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0748.degrees latitude (g = 980.6199 gals.).
 SR0748
 SR0748.The modeled gravity was interpolated from observed gravity values.
 SR0748
 SR0748;                    North         East    Units  Estimated Accuracy
 SR0748;SPC MT       -   325,750.      568,500.      MT  (+/- 180 meters Scaled)
 SR0748
 SR0748                          SUPERSEDED SURVEY CONTROL
 SR0748
 SR0748  NGVD 29 (??/??/92) 1131.692  (m)         3712.89   (f) ADJ UNCH    2 0
 SR0748
 SR0748.Superseded values are not recommended for survey control.
 SR0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0748.See file dsdata.txt to determine how the superseded data were derived.
 SR0748
 SR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT821258(NAD 83)
 SR0748_MARKER: DB = BENCH MARK DISK
 SR0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0748_SP_SET: BRIDGE
 SR0748_STAMPING: L 182 1961
 SR0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0748
 SR0748  HISTORY     - Date     Condition        Report By
 SR0748  HISTORY     - 1961     MONUMENTED       CGS
 SR0748
 SR0748                          STATION DESCRIPTION
 SR0748
 SR0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0748'12.9 MI NE FROM BENCHLAND.
 SR0748'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SR0748'AT BENCHLAND, THENCE 6.65 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SR0748'3.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.85 MILE NORTH ALONG A
 SR0748'GRAVELED ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, THENCE
 SR0748'0.45 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 2, T 16 N, R 14 E,
 SR0748'16 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 SR0748'SOUTH END OF THE WEST CONCRETE WING WALL OF A WOODEN BRIDGE OVER SAGE
 SR0748'CREEK, AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0860 ***********************************************************************
 SR0860  DESIGNATION -  L 183
 SR0860  PID         -  SR0860
 SR0860  STATE/COUNTY-  MT/FERGUS
 SR0860  USGS QUAD   -  ANDERSON BRIDGE (1964)
 SR0860
 SR0860                         *CURRENT SURVEY CONTROL
 SR0860  ___________________________________________________________________
 SR0860* NAD 83(1986)-  47 33 44.     (N)    109 32 05.     (W)     SCALED    
 SR0860* NAVD 88     -      1024.883  (meters)    3362.47   (feet)  ADJUSTED  
 SR0860  ___________________________________________________________________
 SR0860  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SR0860  DYNAMIC HT  -        1024.837 (meters)    3362.32  (feet)  COMP
 SR0860  MODELED GRAV-     980,532.2   (mgal)                       NAVD 88
 SR0860
 SR0860  VERT ORDER  -  SECOND    CLASS 0
 SR0860
 SR0860.The horizontal coordinates were scaled from a topographic map and have
 SR0860.an estimated accuracy of +/- 6 seconds.
 SR0860
 SR0860.The orthometric height was determined by differential leveling
 SR0860.and adjusted by the National Geodetic Survey in June 1991..
 SR0860
 SR0860.The geoid height was determined by GEOID03.
 SR0860
 SR0860.The dynamic height is computed by dividing the NAVD 88
 SR0860.geopotential number by the normal gravity value computed on the
 SR0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0860.degrees latitude (g = 980.6199 gals.).
 SR0860
 SR0860.The modeled gravity was interpolated from observed gravity values.
 SR0860
 SR0860;                    North         East    Units  Estimated Accuracy
 SR0860;SPC MT       -   368,050.      597,390.      MT  (+/- 180 meters Scaled)
 SR0860
 SR0860                          SUPERSEDED SURVEY CONTROL
 SR0860
 SR0860  NGVD 29 (??/??/92) 1024.046  (m)         3359.72   (f) ADJ UNCH    2 0
 SR0860
 SR0860.Superseded values are not recommended for survey control.
 SR0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0860.See file dsdata.txt to determine how the superseded data were derived.
 SR0860
 SR0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT102686(NAD 83)
 SR0860_MARKER: DB = BENCH MARK DISK
 SR0860_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0860_SP_SET: 12 FT.
 SR0860_STAMPING: L 183 1961
 SR0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0860
 SR0860  HISTORY     - Date     Condition        Report By
 SR0860  HISTORY     - 1961     MONUMENTED       CGS
 SR0860
 SR0860                          STATION DESCRIPTION
 SR0860
 SR0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0860'7.8 MI W FROM WINIFRED.
 SR0860'ABOUT 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0860'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WINIFRED, THENCE
 SR0860'4.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.0 MILES WEST ALONG A
 SR0860'GRADED DIRT ROAD, IN SECTION 28, T 21 N, R 17 E, 50 FEET NORTH OF THE
 SR0860'CENTER LINE OF THE ROAD, 71 FEET EAST OF A POWER POLE, IN LINE WITH A
 SR0860'ROW OF POWER POLES WHICH CROSSES THE ROAD, 2.0 FEET WEST OF A METAL
 SR0860'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 SR0860'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS
 SR0860'ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0643 ***********************************************************************
 SR0643  DESIGNATION -  L 184
 SR0643  PID         -  SR0643
 SR0643  STATE/COUNTY-  MT/FERGUS
 SR0643  USGS QUAD   -  DENTON (1979)
 SR0643
 SR0643                         *CURRENT SURVEY CONTROL
 SR0643  ___________________________________________________________________
 SR0643* NAD 83(1986)-  47 22 25.     (N)    109 53 39.     (W)     SCALED    
 SR0643* NAVD 88     -      1109.248  (meters)    3639.26   (feet)  ADJUSTED  
 SR0643  ___________________________________________________________________
 SR0643  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 SR0643  DYNAMIC HT  -        1109.172 (meters)    3639.01  (feet)  COMP
 SR0643  MODELED GRAV-     980,506.1   (mgal)                       NAVD 88
 SR0643
 SR0643  VERT ORDER  -  SECOND    CLASS 0
 SR0643
 SR0643.The horizontal coordinates were scaled from a topographic map and have
 SR0643.an estimated accuracy of +/- 6 seconds.
 SR0643
 SR0643.The orthometric height was determined by differential leveling
 SR0643.and adjusted by the National Geodetic Survey in June 1991..
 SR0643
 SR0643.The geoid height was determined by GEOID03.
 SR0643
 SR0643.The dynamic height is computed by dividing the NAVD 88
 SR0643.geopotential number by the normal gravity value computed on the
 SR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0643.degrees latitude (g = 980.6199 gals.).
 SR0643
 SR0643.The modeled gravity was interpolated from observed gravity values.
 SR0643
 SR0643;                    North         East    Units  Estimated Accuracy
 SR0643;SPC MT       -   347,160.      570,250.      MT  (+/- 180 meters Scaled)
 SR0643
 SR0643                          SUPERSEDED SURVEY CONTROL
 SR0643
 SR0643  NGVD 29 (??/??/92) 1108.396  (m)         3636.46   (f) ADJ UNCH    2 0
 SR0643
 SR0643.Superseded values are not recommended for survey control.
 SR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0643.See file dsdata.txt to determine how the superseded data were derived.
 SR0643
 SR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT834472(NAD 83)
 SR0643_MARKER: DB = BENCH MARK DISK
 SR0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0643_SP_SET: 22.5 FT
 SR0643_STAMPING: L 184 1961
 SR0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0643
 SR0643  HISTORY     - Date     Condition        Report By
 SR0643  HISTORY     - 1961     MONUMENTED       CGS
 SR0643
 SR0643                          STATION DESCRIPTION
 SR0643
 SR0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0643'7.3 MI NE FROM DENTON.
 SR0643'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0643'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0643'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0643'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0643'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0643'NORTH ALONG A GRAVELED ROAD, IN SECTION 26, T 19 N, R 14 E, AT A CURVE
 SR0643'AND 99 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 47 FEET EAST OF
 SR0643'THE CENTER LINE OF A PRIVATE DRIVEWAY, 33 FEET NORTH OF THE CENTER
 SR0643'LINE OF A TRACK ROAD LEADING WEST, 21 FEET NORTH OF A BRACED POWER
 SR0643'POLE BEARING A TRANSFORMER, 1 1/2 FEET SOUTH OF A FENCE, 2.0 FEET
 SR0643'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK
 SR0643'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 SR0643'OF 22 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0641 ***********************************************************************
 SR0641  DESIGNATION -  L 185
 SR0641  PID         -  SR0641
 SR0641  STATE/COUNTY-  MT/FERGUS
 SR0641  USGS QUAD   -  HOOSAC (1978)
 SR0641
 SR0641                         *CURRENT SURVEY CONTROL
 SR0641  ___________________________________________________________________
 SR0641* NAD 83(1986)-  47 22 25.     (N)    109 51 25.     (W)     SCALED    
 SR0641* NAVD 88     -      1114.282  (meters)    3655.77   (feet)  ADJUSTED  
 SR0641  ___________________________________________________________________
 SR0641  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 SR0641  DYNAMIC HT  -        1114.205 (meters)    3655.52  (feet)  COMP
 SR0641  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 SR0641
 SR0641  VERT ORDER  -  SECOND    CLASS 0
 SR0641
 SR0641.The horizontal coordinates were scaled from a topographic map and have
 SR0641.an estimated accuracy of +/- 6 seconds.
 SR0641
 SR0641.The orthometric height was determined by differential leveling
 SR0641.and adjusted by the National Geodetic Survey in June 1991..
 SR0641
 SR0641.The geoid height was determined by GEOID03.
 SR0641
 SR0641.The dynamic height is computed by dividing the NAVD 88
 SR0641.geopotential number by the normal gravity value computed on the
 SR0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0641.degrees latitude (g = 980.6199 gals.).
 SR0641
 SR0641.The modeled gravity was interpolated from observed gravity values.
 SR0641
 SR0641;                    North         East    Units  Estimated Accuracy
 SR0641;SPC MT       -   347,150.      573,060.      MT  (+/- 180 meters Scaled)
 SR0641
 SR0641                          SUPERSEDED SURVEY CONTROL
 SR0641
 SR0641  NGVD 29 (??/??/92) 1113.430  (m)         3652.98   (f) ADJ UNCH    2 0
 SR0641
 SR0641.Superseded values are not recommended for survey control.
 SR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0641.See file dsdata.txt to determine how the superseded data were derived.
 SR0641
 SR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT862473(NAD 83)
 SR0641_MARKER: DB = BENCH MARK DISK
 SR0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0641_STAMPING: L 185 1961
 SR0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0641+STABILITY: SURFACE MOTION
 SR0641
 SR0641  HISTORY     - Date     Condition        Report By
 SR0641  HISTORY     - 1961     MONUMENTED       CGS
 SR0641
 SR0641                          STATION DESCRIPTION
 SR0641
 SR0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0641'9.1 MI NE FROM DENTON.
 SR0641'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0641'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0641'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0641'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0641'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0641'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 31, T 19 N,
 SR0641'R 15 E, 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 63 FEET
 SR0641'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD AND A GRAVELED
 SR0641'ROAD LEADING NORTH, 9 1/2 FEET SOUTHWEST OF A BRACE POLE, 1.5 FEET
 SR0641'EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 SR0641'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0274 ***********************************************************************
 SS0274  DESIGNATION -  L 186
 SS0274  PID         -  SS0274
 SS0274  STATE/COUNTY-  MT/FERGUS
 SS0274  USGS QUAD   -  STROUF ISLAND (1978)
 SS0274
 SS0274                         *CURRENT SURVEY CONTROL
 SS0274  ___________________________________________________________________
 SS0274* NAD 83(1986)-  47 23 42.     (N)    110 05 10.     (W)     SCALED    
 SS0274* NAVD 88     -      1118.759  (meters)    3670.46   (feet)  ADJUSTED  
 SS0274  ___________________________________________________________________
 SS0274  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 SS0274  DYNAMIC HT  -        1118.692 (meters)    3670.24  (feet)  COMP
 SS0274  MODELED GRAV-     980,513.5   (mgal)                       NAVD 88
 SS0274
 SS0274  VERT ORDER  -  SECOND    CLASS 0
 SS0274
 SS0274.The horizontal coordinates were scaled from a topographic map and have
 SS0274.an estimated accuracy of +/- 6 seconds.
 SS0274
 SS0274.The orthometric height was determined by differential leveling
 SS0274.and adjusted by the National Geodetic Survey in June 1991..
 SS0274
 SS0274.The geoid height was determined by GEOID03.
 SS0274
 SS0274.The dynamic height is computed by dividing the NAVD 88
 SS0274.geopotential number by the normal gravity value computed on the
 SS0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0274.degrees latitude (g = 980.6199 gals.).
 SS0274
 SS0274.The modeled gravity was interpolated from observed gravity values.
 SS0274
 SS0274;                    North         East    Units  Estimated Accuracy
 SS0274;SPC MT       -   349,630.      555,780.      MT  (+/- 180 meters Scaled)
 SS0274
 SS0274                          SUPERSEDED SURVEY CONTROL
 SS0274
 SS0274  NGVD 29 (??/??/92) 1117.909  (m)         3667.67   (f) ADJ UNCH    2 0
 SS0274
 SS0274.Superseded values are not recommended for survey control.
 SS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0274.See file dsdata.txt to determine how the superseded data were derived.
 SS0274
 SS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT689494(NAD 83)
 SS0274_MARKER: DB = BENCH MARK DISK
 SS0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0274_STAMPING: L 186 1961
 SS0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0274+STABILITY: SURFACE MOTION
 SS0274
 SS0274  HISTORY     - Date     Condition        Report By
 SS0274  HISTORY     - 1961     MONUMENTED       CGS
 SS0274
 SS0274                          STATION DESCRIPTION
 SS0274
 SS0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0274'3.75 MI N FROM COFFEE CREEK.
 SS0274'ABOUT 2.2 MILES NORTH ALONG A PAVED ROAD FROM THE FARMERS UNION GRAIN
 SS0274'ELEVATOR AT COFFEE CREEK, THENCE 1.55 MILES NORTH ALONG A GRAVELED
 SS0274'ROAD, IN SECTION 20, T 19 N, R 13 E, AT A CURVE AND 84 FEET NORTHWEST
 SS0274'OF THE CENTER LINE OF THE ROAD, 39 FEET NORTHWEST OF A POWER POLE, 24
 SS0274'FEET WEST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH, 2 1/2 FEET
 SS0274'EAST OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 SS0274'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0274'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0676 ***********************************************************************
 SR0676  DESIGNATION -  L 187
 SR0676  PID         -  SR0676
 SR0676  STATE/COUNTY-  MT/FERGUS
 SR0676  USGS QUAD   -  SODA SPRING COULEE (1978)
 SR0676
 SR0676                         *CURRENT SURVEY CONTROL
 SR0676  ___________________________________________________________________
 SR0676* NAD 83(1986)-  47 23 18.     (N)    109 50 21.     (W)     SCALED    
 SR0676* NAVD 88     -      1105.407  (meters)    3626.66   (feet)  ADJUSTED  
 SR0676  ___________________________________________________________________
 SR0676  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 SR0676  DYNAMIC HT  -        1105.332 (meters)    3626.41  (feet)  COMP
 SR0676  MODELED GRAV-     980,506.4   (mgal)                       NAVD 88
 SR0676
 SR0676  VERT ORDER  -  SECOND    CLASS 0
 SR0676
 SR0676.The horizontal coordinates were scaled from a topographic map and have
 SR0676.an estimated accuracy of +/- 6 seconds.
 SR0676
 SR0676.The orthometric height was determined by differential leveling
 SR0676.and adjusted by the National Geodetic Survey in June 1991..
 SR0676
 SR0676.The geoid height was determined by GEOID03.
 SR0676
 SR0676.The dynamic height is computed by dividing the NAVD 88
 SR0676.geopotential number by the normal gravity value computed on the
 SR0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0676.degrees latitude (g = 980.6199 gals.).
 SR0676
 SR0676.The modeled gravity was interpolated from observed gravity values.
 SR0676
 SR0676;                    North         East    Units  Estimated Accuracy
 SR0676;SPC MT       -   348,780.      574,410.      MT  (+/- 180 meters Scaled)
 SR0676
 SR0676                          SUPERSEDED SURVEY CONTROL
 SR0676
 SR0676  NGVD 29 (??/??/92) 1104.559  (m)         3623.87   (f) ADJ UNCH    2 0
 SR0676
 SR0676.Superseded values are not recommended for survey control.
 SR0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0676.See file dsdata.txt to determine how the superseded data were derived.
 SR0676
 SR0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT876489(NAD 83)
 SR0676_MARKER: DB = BENCH MARK DISK
 SR0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SR0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SR0676_STAMPING: L 187 1961
 SR0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SR0676+STABILITY: SURFACE MOTION
 SR0676
 SR0676  HISTORY     - Date     Condition        Report By
 SR0676  HISTORY     - 1961     MONUMENTED       CGS
 SR0676
 SR0676                          STATION DESCRIPTION
 SR0676
 SR0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0676'10.95 MI NE FROM DENTON.
 SR0676'ABOUT 1.2 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 SR0676'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT DENTON, THENCE
 SR0676'1.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A
 SR0676'TRACK ROAD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, THENCE 2.0
 SR0676'MILES EAST ALONG A GRADED DIRT AND GRAVELED ROAD, THENCE 1.0 MILE
 SR0676'NORTH AND 1.8 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 SR0676'ALONG A GRAVELED ROAD, THENCE 0.85 MILE EAST ALONG A GRADED DIRT ROAD,
 SR0676'IN SECTION 20, T 19 N, R 15 E, 142 FEET SOUTHWEST OF THE SOUTHWEST
 SR0676'CORNER OF AN ABANDONED BUILDING, 33 FEET NORTH OF THE CENTER LINE OF
 SR0676'THE ROAD, 36 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 2.5 FEET
 SR0676'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SR0676'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RW0042 ***********************************************************************
 RW0042  DESIGNATION -  L 188
 RW0042  PID         -  RW0042
 RW0042  STATE/COUNTY-  MT/JUDITH BASIN
 RW0042  USGS QUAD   -  BANDBOX MOUNTAIN (1995)
 RW0042
 RW0042                         *CURRENT SURVEY CONTROL
 RW0042  ___________________________________________________________________
 RW0042* NAD 83(1986)-  46 54 56.     (N)    110 25 39.     (W)     SCALED    
 RW0042* NAVD 88     -      1759.957  (meters)    5774.13   (feet)  ADJUSTED  
 RW0042  ___________________________________________________________________
 RW0042  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 RW0042  DYNAMIC HT  -        1759.487 (meters)    5772.58  (feet)  COMP
 RW0042  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 RW0042
 RW0042  VERT ORDER  -  SECOND    CLASS 0
 RW0042
 RW0042.The horizontal coordinates were scaled from a topographic map and have
 RW0042.an estimated accuracy of +/- 6 seconds.
 RW0042
 RW0042.The orthometric height was determined by differential leveling
 RW0042.and adjusted by the National Geodetic Survey in June 1991..
 RW0042
 RW0042.The geoid height was determined by GEOID03.
 RW0042
 RW0042.The dynamic height is computed by dividing the NAVD 88
 RW0042.geopotential number by the normal gravity value computed on the
 RW0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RW0042.degrees latitude (g = 980.6199 gals.).
 RW0042
 RW0042.The modeled gravity was interpolated from observed gravity values.
 RW0042
 RW0042;                    North         East    Units  Estimated Accuracy
 RW0042;SPC MT       -   296,610.      529,390.      MT  (+/- 180 meters Scaled)
 RW0042
 RW0042                          SUPERSEDED SURVEY CONTROL
 RW0042
 RW0042  NGVD 29 (??/??/92) 1758.876  (m)         5770.58   (f) ADJ UNCH    2 0
 RW0042
 RW0042.Superseded values are not recommended for survey control.
 RW0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RW0042.See file dsdata.txt to determine how the superseded data were derived.
 RW0042
 RW0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWS435959(NAD 83)
 RW0042_MARKER: DB = BENCH MARK DISK
 RW0042_SETTING: 80 = SET IN A BOULDER
 RW0042_STAMPING: L 188 1961
 RW0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RW0042+STABILITY: SURFACE MOTION
 RW0042
 RW0042  HISTORY     - Date     Condition        Report By
 RW0042  HISTORY     - 1961     MONUMENTED       CGS
 RW0042
 RW0042                          STATION DESCRIPTION
 RW0042
 RW0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RW0042'20.85 MI W FROM UTICA.
 RW0042'ABOUT 10.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE METHODIST
 RW0042'CHURCH AT UTICA, THENCE 10.6 MILES WEST ALONG A WINDING DIRT ROAD, IN
 RW0042'SECTION 3, T 13 N, R 10 E, 8.85 MILES WEST OF THE HEADQUARTERS FOR THE
 RW0042'JUDITH GAME MANAGEMENT AREA, 1.75 MILES WEST OF BEAR GULCH, 0.9 MILE
 RW0042'EAST OF A WOODEN GATE ACROSS THE DIRT ROAD, 0.2 MILE EAST OF THE
 RW0042'CROSSING OF THE DIRT ROAD AND YOGO CREEK, IN THE LEWIS AND CLARK
 RW0042'NATIONAL FOREST, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.8
 RW0042'FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A BOULDER WHICH
 RW0042'PROJECTS 4 INCHES, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0237 ***********************************************************************
 SS0237  DESIGNATION -  L 189
 SS0237  PID         -  SS0237
 SS0237  STATE/COUNTY-  MT/JUDITH BASIN
 SS0237  USGS QUAD   -  STANFORD (1978)
 SS0237
 SS0237                         *CURRENT SURVEY CONTROL
 SS0237  ___________________________________________________________________
 SS0237* NAD 83(1986)-  47 10 18.     (N)    110 10 44.     (W)     SCALED    
 SS0237* NAVD 88     -      1268.583  (meters)    4162.01   (feet)  ADJUSTED  
 SS0237  ___________________________________________________________________
 SS0237  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 SS0237  DYNAMIC HT  -        1268.419 (meters)    4161.47  (feet)  COMP
 SS0237  MODELED GRAV-     980,439.3   (mgal)                       NAVD 88
 SS0237
 SS0237  VERT ORDER  -  SECOND    CLASS 0
 SS0237
 SS0237.The horizontal coordinates were scaled from a topographic map and have
 SS0237.an estimated accuracy of +/- 6 seconds.
 SS0237
 SS0237.The orthometric height was determined by differential leveling
 SS0237.and adjusted by the National Geodetic Survey in June 1991..
 SS0237
 SS0237.The geoid height was determined by GEOID03.
 SS0237
 SS0237.The dynamic height is computed by dividing the NAVD 88
 SS0237.geopotential number by the normal gravity value computed on the
 SS0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0237.degrees latitude (g = 980.6199 gals.).
 SS0237
 SS0237.The modeled gravity was interpolated from observed gravity values.
 SS0237
 SS0237;                    North         East    Units  Estimated Accuracy
 SS0237;SPC MT       -   324,870.      548,560.      MT  (+/- 180 meters Scaled)
 SS0237
 SS0237                          SUPERSEDED SURVEY CONTROL
 SS0237
 SS0237  NGVD 29 (??/??/92) 1267.669  (m)         4159.01   (f) ADJ UNCH    2 0
 SS0237
 SS0237.Superseded values are not recommended for survey control.
 SS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0237.See file dsdata.txt to determine how the superseded data were derived.
 SS0237
 SS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT622245(NAD 83)
 SS0237_MARKER: DB = BENCH MARK DISK
 SS0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0237_STAMPING: L 189 1961
 SS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0237+STABILITY: SURFACE MOTION
 SS0237
 SS0237  HISTORY     - Date     Condition        Report By
 SS0237  HISTORY     - 1961     MONUMENTED       CGS
 SS0237
 SS0237                          STATION DESCRIPTION
 SS0237
 SS0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0237'3.1 MI NE FROM STANFORD.
 SS0237'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0237'STATION AT STANFORD, THENCE 0.8 MILE EAST AND 1.0 MILE NORTH ALONG
 SS0237'STATE SECONDARY ROAD 230, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 SS0237'IN SECTION 3, T 16 N, R 12 E, 70 FEET NORTH OF THE CENTER LINE OF THE
 SS0237'ROAD, 21 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 74 FEET
 SS0237'NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROADS, 4 1/2 FEET
 SS0237'NORTHWEST OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET SOUTH
 SS0237'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 SS0237'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0033 ***********************************************************************
 TJ0033  DESIGNATION -  L 19
 TJ0033  PID         -  TJ0033
 TJ0033  STATE/COUNTY-  MT/VALLEY
 TJ0033  USGS QUAD   -  FRAZER (1972)
 TJ0033
 TJ0033                         *CURRENT SURVEY CONTROL
 TJ0033  ___________________________________________________________________
 TJ0033* NAD 83(1986)-  48 04 13.     (N)    106 06 51.     (W)     SCALED    
 TJ0033* NAVD 88     -       633.490  (meters)    2078.38   (feet)  ADJUSTED  
 TJ0033  ___________________________________________________________________
 TJ0033  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TJ0033  DYNAMIC HT  -         633.557 (meters)    2078.59  (feet)  COMP
 TJ0033  MODELED GRAV-     980,696.7   (mgal)                       NAVD 88
 TJ0033
 TJ0033  VERT ORDER  -  FIRST     CLASS II
 TJ0033
 TJ0033.The horizontal coordinates were scaled from a topographic map and have
 TJ0033.an estimated accuracy of +/- 6 seconds.
 TJ0033
 TJ0033.The orthometric height was determined by differential leveling
 TJ0033.and adjusted by the National Geodetic Survey in June 1991..
 TJ0033
 TJ0033.The geoid height was determined by GEOID03.
 TJ0033
 TJ0033.The dynamic height is computed by dividing the NAVD 88
 TJ0033.geopotential number by the normal gravity value computed on the
 TJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0033.degrees latitude (g = 980.6199 gals.).
 TJ0033
 TJ0033.The modeled gravity was interpolated from observed gravity values.
 TJ0033
 TJ0033;                    North         East    Units  Estimated Accuracy
 TJ0033;SPC MT       -   429,960.      852,140.      MT  (+/- 180 meters Scaled)
 TJ0033
 TJ0033                          SUPERSEDED SURVEY CONTROL
 TJ0033
 TJ0033  NGVD 29 (??/??/92)  632.897  (m)         2076.43   (f) ADJ UNCH    1 2
 TJ0033
 TJ0033.Superseded values are not recommended for survey control.
 TJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0033.See file dsdata.txt to determine how the superseded data were derived.
 TJ0033
 TJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UDP170247(NAD 83)
 TJ0033_MARKER: P = PIPE CAP
 TJ0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TJ0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TJ0033_STAMPING: 2085
 TJ0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TJ0033
 TJ0033  HISTORY     - Date     Condition        Report By
 TJ0033  HISTORY     - UNK      MONUMENTED       USGLO
 TJ0033  HISTORY     - 1948     POOR             NGS
 TJ0033  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0033
 TJ0033                          STATION DESCRIPTION
 TJ0033
 TJ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0033'3.4 MI W FROM FRAZER.
 TJ0033'3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TJ0033'FRAZER, VALLEY COUNTY, 1.4 MILES EAST OF THE SIGN AT KINTYRE SIDING,
 TJ0033'20 POLES WEST OF MILEPOST 250, 284 FEET EAST OF THE SOUTH END OF
 TJ0033'CULVERT 250/55, 78 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 6 FEET
 TJ0033'SOUTH OF A FENCE, 1.7 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 6
 TJ0033'FEET LOWER THAN THE RAIL.  A UNITED STATES GENERAL LAND OFFICE
 TJ0033'STANDARD CAP, STAMPED 2085 AND RIVETED ON THE TOP OF AN IRON POST
 TJ0033'PROJECTING 1.1 FEET ABOVE GROUND.  NOTE-- IT WAS REPORTED IN JULY 1948
 TJ0033'THAT THIS BENCH MARK GIVES EVIDENCE OF BEING DISTURBED SINCE IT IS IN
 TJ0033'A LEANING POSITION.
 TJ0033
 TJ0033                          STATION RECOVERY (1980)
 TJ0033
 TJ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0033'NOTE=A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0150 ***********************************************************************
 SS0150  DESIGNATION -  L 190
 SS0150  PID         -  SS0150
 SS0150  STATE/COUNTY-  MT/JUDITH BASIN
 SS0150  USGS QUAD   -  WOLF BUTTE (1995)
 SS0150
 SS0150                         *CURRENT SURVEY CONTROL
 SS0150  ___________________________________________________________________
 SS0150* NAD 83(1986)-  47 02 30.     (N)    110 26 47.     (W)     SCALED    
 SS0150* NAVD 88     -      1594.025  (meters)    5229.73   (feet)  ADJUSTED  
 SS0150  ___________________________________________________________________
 SS0150  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 SS0150  DYNAMIC HT  -        1593.672 (meters)    5228.57  (feet)  COMP
 SS0150  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 SS0150
 SS0150  VERT ORDER  -  SECOND    CLASS 0
 SS0150
 SS0150.The horizontal coordinates were scaled from a topographic map and have
 SS0150.an estimated accuracy of +/- 6 seconds.
 SS0150
 SS0150.The orthometric height was determined by differential leveling
 SS0150.and adjusted by the National Geodetic Survey in June 1991..
 SS0150
 SS0150.The geoid height was determined by GEOID03.
 SS0150
 SS0150.The dynamic height is computed by dividing the NAVD 88
 SS0150.geopotential number by the normal gravity value computed on the
 SS0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0150.degrees latitude (g = 980.6199 gals.).
 SS0150
 SS0150.The modeled gravity was interpolated from observed gravity values.
 SS0150
 SS0150;                    North         East    Units  Estimated Accuracy
 SS0150;SPC MT       -   310,640.      528,120.      MT  (+/- 180 meters Scaled)
 SS0150
 SS0150                          SUPERSEDED SURVEY CONTROL
 SS0150
 SS0150  NGVD 29 (??/??/92) 1592.986  (m)         5226.32   (f) ADJ UNCH    2 0
 SS0150
 SS0150.Superseded values are not recommended for survey control.
 SS0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0150.See file dsdata.txt to determine how the superseded data were derived.
 SS0150
 SS0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT420099(NAD 83)
 SS0150_MARKER: DB = BENCH MARK DISK
 SS0150_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0150_SP_SET: 11 FT.
 SS0150_STAMPING: L 190 1961
 SS0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0150
 SS0150  HISTORY     - Date     Condition        Report By
 SS0150  HISTORY     - 1961     MONUMENTED       CGS
 SS0150
 SS0150                          STATION DESCRIPTION
 SS0150
 SS0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0150'18.7 MI SW FROM STANFORD.
 SS0150'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0150'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0150'230, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 7.8
 SS0150'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 5.05 MILES WEST ALONG A
 SS0150'GRAVELED ROAD, IN SECTION 22, T 15 N, R 10 E, 0.1 MILE SOUTHEAST OF
 SS0150'THE JUNCTION OF THE CENTER LINES OF THE ROAD AND A NORTHEAST-SOUTHWEST
 SS0150'ROAD, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 138 FEET
 SS0150'NORTHWEST OF THE SOUTHWEST END OF THE MORE NORTHWESTERLY OF TWO
 SS0150'48-INCH CULVERTS, 1 1/2 FEET NORTHEAST OF A FENCE, 0.5 FOOT WEST OF A
 SS0150'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 SS0150'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS
 SS0150'ENCASED IN A 6-INCH TILE THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0301 ***********************************************************************
 SS0301  DESIGNATION -  L 191 RESET
 SS0301  PID         -  SS0301
 SS0301  STATE/COUNTY-  MT/CASCADE
 SS0301  USGS QUAD   -  MONARCH (1995)
 SS0301
 SS0301                         *CURRENT SURVEY CONTROL
 SS0301  ___________________________________________________________________
 SS0301* NAD 83(1986)-  47 00 03.     (N)    110 46 11.     (W)     SCALED    
 SS0301* NAVD 88     -      1553.06   (meters)    5095.3    (feet)  RESET     
 SS0301  ___________________________________________________________________
 SS0301  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 SS0301
 SS0301  VERT ORDER  -  THIRD
 SS0301
 SS0301.The horizontal coordinates were scaled from a topographic map and have
 SS0301.an estimated accuracy of +/- 6 seconds.
 SS0301
 SS0301.The orthometric height was computed from unverified reset data.
 SS0301
 SS0301.The geoid height was determined by GEOID03.
 SS0301
 SS0301;                    North         East    Units  Estimated Accuracy
 SS0301;SPC MT       -   306,450.      503,490.      MT  (+/- 180 meters Scaled)
 SS0301
 SS0301                          SUPERSEDED SURVEY CONTROL
 SS0301
 SS0301.No superseded survey control is available for this station.
 SS0301
 SS0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT175052(NAD 83)
 SS0301_MARKER: DB = BENCH MARK DISK
 SS0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS0301_SP_SET: FOUNDATION
 SS0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0301
 SS0301  HISTORY     - Date     Condition        Report By
 SS0301  HISTORY     - 1967     MONUMENTED       MTDH
 SS0301  HISTORY     - 1967     GOOD             MTDH
 SS0301
 SS0301                          STATION DESCRIPTION
 SS0301
 SS0301'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1967
 SS0301'5.1 MI NW FROM NEIHART.
 SS0301'ABOUT 5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE
 SS0301'AT NEIHART, IN SECTION 6, T 14 N, R 8 E, 575 FEET NORTH OF THE NORTH
 SS0301'END OF A CONCRETE BRIDGE OVER BELT CREEK, 84 FEET EAST OF THE
 SS0301'CENTERLINE OF THE HIGHWAY, SET IN CONCRETE BETWEEN BOULDERS AT THE TOE
 SS0301'OF THE SLOPE, 202 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE
 SS0301'FOUNDATION OF THE BELT CREEK RANGER STATION, AND ABOUT LEVEL WITH THE
 SS0301'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0517 ***********************************************************************
 SS0517  DESIGNATION -  L 192
 SS0517  PID         -  SS0517
 SS0517  STATE/COUNTY-  MT/CASCADE
 SS0517  USGS QUAD   -  RICEVILLE (1995)
 SS0517
 SS0517                         *CURRENT SURVEY CONTROL
 SS0517  ___________________________________________________________________
 SS0517* NAD 83(1986)-  47 11 59.     (N)    110 55 51.     (W)     SCALED    
 SS0517* NAVD 88     -      1332.302  (meters)    4371.06   (feet)  ADJUSTED  
 SS0517  ___________________________________________________________________
 SS0517  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 SS0517  DYNAMIC HT  -        1332.104 (meters)    4370.41  (feet)  COMP
 SS0517  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 SS0517
 SS0517  VERT ORDER  -  SECOND    CLASS 0
 SS0517
 SS0517.The horizontal coordinates were scaled from a topographic map and have
 SS0517.an estimated accuracy of +/- 6 seconds.
 SS0517
 SS0517.The orthometric height was determined by differential leveling
 SS0517.and adjusted by the National Geodetic Survey in June 1991..
 SS0517
 SS0517.The geoid height was determined by GEOID03.
 SS0517
 SS0517.The dynamic height is computed by dividing the NAVD 88
 SS0517.geopotential number by the normal gravity value computed on the
 SS0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0517.degrees latitude (g = 980.6199 gals.).
 SS0517
 SS0517.The modeled gravity was interpolated from observed gravity values.
 SS0517
 SS0517;                    North         East    Units  Estimated Accuracy
 SS0517;SPC MT       -   328,760.      491,650.      MT  (+/- 180 meters Scaled)
 SS0517
 SS0517                          SUPERSEDED SURVEY CONTROL
 SS0517
 SS0517  NGVD 29 (??/??/92) 1331.321  (m)         4367.84   (f) ADJ UNCH    2 0
 SS0517
 SS0517.Superseded values are not recommended for survey control.
 SS0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0517.See file dsdata.txt to determine how the superseded data were derived.
 SS0517
 SS0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT052273(NAD 83)
 SS0517_MARKER: DB = BENCH MARK DISK
 SS0517_SETTING: 66 = SET IN ROCK OUTCROP
 SS0517_SP_SET: ROCK
 SS0517_STAMPING: L 192 1961
 SS0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0517+STABILITY: POSITION/ELEVATION WELL
 SS0517
 SS0517  HISTORY     - Date     Condition        Report By
 SS0517  HISTORY     - 1961     MONUMENTED       CGS
 SS0517  HISTORY     - 1965     GOOD             MTDH
 SS0517
 SS0517                          STATION DESCRIPTION
 SS0517
 SS0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0517'10.75 MI NW FROM MONARCH.
 SS0517'ABOUT 10.75 MILES NORTHWEST ALONG U. S. HIGHWAY 89 FROM THE DISTRICT
 SS0517'23 SCHOOL AT MONARCH, OR 3.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 SS0517'RAILWAY FROM THE STATION AT BELT, THENCE 11.7 MILES SOUTH ALONG U. S.
 SS0517'HIGHWAY 89, IN SECTION 35, T 17 N, R 6 E, AT THE CROSSING OF A POWER
 SS0517'LINE AND THE HIGHWAY, 57 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 SS0517'SET IN THE TOP OF A LARGE ROCK WHICH PROJECTS 12 INCHES ABOVE THE
 SS0517'GROUND, 54 FEET SOUTHEAST OF A POWER POLE, 6 FEET WEST OF A 10-INCH
 SS0517'PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 5 FEET SOUTH OF A
 SS0517'FENCE, AND ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 SS0517
 SS0517                          STATION RECOVERY (1965)
 SS0517
 SS0517'RECOVERY NOTE BY MONTANA DEPARTMENT OF HIGHWAYS 1965
 SS0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0528 ***********************************************************************
 SR0528  DESIGNATION -  L 193
 SR0528  PID         -  SR0528
 SR0528  STATE/COUNTY-  MT/FERGUS
 SR0528  USGS QUAD   -  KENDALL (1985)
 SR0528
 SR0528                         *CURRENT SURVEY CONTROL
 SR0528  ___________________________________________________________________
 SR0528* NAD 83(1986)-  47 22 27.     (N)    109 29 15.     (W)     SCALED    
 SR0528* NAVD 88     -      1102.395  (meters)    3616.77   (feet)  ADJUSTED  
 SR0528  ___________________________________________________________________
 SR0528  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 SR0528  DYNAMIC HT  -        1102.318 (meters)    3616.52  (feet)  COMP
 SR0528  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 SR0528
 SR0528  VERT ORDER  -  SECOND    CLASS 0
 SR0528
 SR0528.The horizontal coordinates were scaled from a topographic map and have
 SR0528.an estimated accuracy of +/- 6 seconds.
 SR0528
 SR0528.The orthometric height was determined by differential leveling
 SR0528.and adjusted by the National Geodetic Survey in June 1991..
 SR0528
 SR0528.The geoid height was determined by GEOID03.
 SR0528
 SR0528.The dynamic height is computed by dividing the NAVD 88
 SR0528.geopotential number by the normal gravity value computed on the
 SR0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0528.degrees latitude (g = 980.6199 gals.).
 SR0528
 SR0528.The modeled gravity was interpolated from observed gravity values.
 SR0528
 SR0528;                    North         East    Units  Estimated Accuracy
 SR0528;SPC MT       -   347,150.      600,940.      MT  (+/- 180 meters Scaled)
 SR0528
 SR0528                          SUPERSEDED SURVEY CONTROL
 SR0528
 SR0528  NGVD 29 (??/??/92) 1101.550  (m)         3614.00   (f) ADJ UNCH    2 0
 SR0528
 SR0528.Superseded values are not recommended for survey control.
 SR0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0528.See file dsdata.txt to determine how the superseded data were derived.
 SR0528
 SR0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT141478(NAD 83)
 SR0528_MARKER: DB = BENCH MARK DISK
 SR0528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0528_SP_SET: 12 FT.
 SR0528_STAMPING: L 193 1961
 SR0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0528
 SR0528  HISTORY     - Date     Condition        Report By
 SR0528  HISTORY     - 1961     MONUMENTED       CGS
 SR0528
 SR0528                          STATION DESCRIPTION
 SR0528
 SR0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0528'15.0 MI SW FROM SUFFOLK.
 SR0528'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0528'PACIFIC RAILROAD FROM THE STATION SIGN AND GRAIN ELEVATOR AT SUFFOLK,
 SR0528'THENCE 5.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 8.45 MILES SOUTH
 SR0528'ALONG A GRAVELED ROAD, OR ABOUT 6.35 MILES WEST ALONG A GRAVELED ROAD
 SR0528'FROM THE GRAIN ELEVATOR AT MOULTON, THENCE 1.85 MILES NORTH ALONG A
 SR0528'GRAVELED ROAD, IN SECTION 6, T 18 N, R 18 E, 104 FEET NORTH OF THE
 SR0528'NORTH CORNER OF A WOODEN BRIDGE, 52 FEET NORTHEAST OF THE CENTER LINE
 SR0528'OF THE ROAD, AT A GATE AND 24 FEET NORTHWEST OF THE CENTER LINE OF A
 SR0528'TRAIL ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 2.0 FEET NORTHEAST OF A
 SR0528'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, A
 SR0528'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SR0528'DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 SR0528'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0503 ***********************************************************************
 SR0503  DESIGNATION -  L 194
 SR0503  PID         -  SR0503
 SR0503  STATE/COUNTY-  MT/FERGUS
 SR0503  USGS QUAD   -  KENDALL (1985)
 SR0503
 SR0503                         *CURRENT SURVEY CONTROL
 SR0503  ___________________________________________________________________
 SR0503* NAD 83(1986)-  47 20 28.     (N)    109 25 00.     (W)     SCALED    
 SR0503* NAVD 88     -      1213.406  (meters)    3980.98   (feet)  ADJUSTED  
 SR0503  ___________________________________________________________________
 SR0503  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 SR0503  DYNAMIC HT  -        1213.306 (meters)    3980.65  (feet)  COMP
 SR0503  MODELED GRAV-     980,487.4   (mgal)                       NAVD 88
 SR0503
 SR0503  VERT ORDER  -  SECOND    CLASS 0
 SR0503
 SR0503.The horizontal coordinates were scaled from a topographic map and have
 SR0503.an estimated accuracy of +/- 6 seconds.
 SR0503
 SR0503.The orthometric height was determined by differential leveling
 SR0503.and adjusted by the National Geodetic Survey in June 1991..
 SR0503
 SR0503.The geoid height was determined by GEOID03.
 SR0503
 SR0503.The dynamic height is computed by dividing the NAVD 88
 SR0503.geopotential number by the normal gravity value computed on the
 SR0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0503.degrees latitude (g = 980.6199 gals.).
 SR0503
 SR0503.The modeled gravity was interpolated from observed gravity values.
 SR0503
 SR0503;                    North         East    Units  Estimated Accuracy
 SR0503;SPC MT       -   343,480.      606,290.      MT  (+/- 180 meters Scaled)
 SR0503
 SR0503                          SUPERSEDED SURVEY CONTROL
 SR0503
 SR0503  NGVD 29 (??/??/92) 1212.556  (m)         3978.19   (f) ADJ UNCH    2 0
 SR0503
 SR0503.Superseded values are not recommended for survey control.
 SR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0503.See file dsdata.txt to determine how the superseded data were derived.
 SR0503
 SR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT196442(NAD 83)
 SR0503_MARKER: DB = BENCH MARK DISK
 SR0503_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SR0503_SP_SET: 20 FT
 SR0503_STAMPING: L 194 1961
 SR0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0503
 SR0503  HISTORY     - Date     Condition        Report By
 SR0503  HISTORY     - 1961     MONUMENTED       CGS
 SR0503
 SR0503                          STATION DESCRIPTION
 SR0503
 SR0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0503'3.2 MI W FROM MOULTON.
 SR0503'ABOUT 3.2 MILES WEST ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT
 SR0503'MOULTON, IN SECTION 10, T 18 N, R 18 E, 0.45 MILE EAST OF THE JUNCTION
 SR0503'OF THE GRAVELED ROAD AND A GRADED DIRT ROAD LEADING NORTH, 32 FEET
 SR0503'SOUTH OF THE CENTER LINE OF THE ROAD, ON THE CREST OF A HILL, 1 1/2
 SR0503'FEET NORTH OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 SR0503'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 SR0503'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20 FEET AND IS
 SR0503'ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0347 ***********************************************************************
 SR0347  DESIGNATION -  L 195
 SR0347  PID         -  SR0347
 SR0347  STATE/COUNTY-  MT/FERGUS
 SR0347  USGS QUAD   -  LEWISTOWN (1985)
 SR0347
 SR0347                         *CURRENT SURVEY CONTROL
 SR0347  ___________________________________________________________________
 SR0347* NAD 83(1986)-  47 04 11.     (N)    109 24 45.     (W)     SCALED    
 SR0347* NAVD 88     -      1202.892  (meters)    3946.49   (feet)  ADJUSTED  
 SR0347  ___________________________________________________________________
 SR0347  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 SR0347  DYNAMIC HT  -        1202.740 (meters)    3945.99  (feet)  COMP
 SR0347  MODELED GRAV-     980,445.3   (mgal)                       NAVD 88
 SR0347
 SR0347  VERT ORDER  -  FIRST     CLASS II
 SR0347
 SR0347.The horizontal coordinates were scaled from a topographic map and have
 SR0347.an estimated accuracy of +/- 6 seconds.
 SR0347
 SR0347.The orthometric height was determined by differential leveling
 SR0347.and adjusted by the National Geodetic Survey in June 1991..
 SR0347
 SR0347.The geoid height was determined by GEOID03.
 SR0347
 SR0347.The dynamic height is computed by dividing the NAVD 88
 SR0347.geopotential number by the normal gravity value computed on the
 SR0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0347.degrees latitude (g = 980.6199 gals.).
 SR0347
 SR0347.The modeled gravity was interpolated from observed gravity values.
 SR0347
 SR0347;                    North         East    Units  Estimated Accuracy
 SR0347;SPC MT       -   313,330.      606,640.      MT  (+/- 180 meters Scaled)
 SR0347
 SR0347                          SUPERSEDED SURVEY CONTROL
 SR0347
 SR0347  NGVD 29 (??/??/92) 1202.008  (m)         3943.59   (f) ADJ UNCH    1 2
 SR0347
 SR0347.Superseded values are not recommended for survey control.
 SR0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0347.See file dsdata.txt to determine how the superseded data were derived.
 SR0347
 SR0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT205141(NAD 83)
 SR0347_MARKER: DB = BENCH MARK DISK
 SR0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SR0347_SP_SET: FOUNDATION
 SR0347_STAMPING: L 195 1961
 SR0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SR0347
 SR0347  HISTORY     - Date     Condition        Report By
 SR0347  HISTORY     - 1961     MONUMENTED       CGS
 SR0347
 SR0347                          STATION DESCRIPTION
 SR0347
 SR0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SR0347'0.65 MI E FROM LEWISTOWN.
 SR0347'ABOUT 0.3 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SR0347'PACIFIC RAILROAD FROM THE GREAT NORTHERN RAILWAY STATION AT LEWISTOWN,
 SR0347'THENCE 0.35 MILE EAST ALONG U. S. HIGHWAY 87 AND STATE HIGHWAY 20, IN
 SR0347'SECTION 13, T 15 N, R 18 E, AT THE SOUTHWEST CORNER OF A CITY PARK, 69
 SR0347'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 79 FEET EAST OF THE
 SR0347'CENTER LINE OF RIDGELAWN AVENUE, SET IN THE TOP OF THE SOUTH SIDE OF A
 SR0347'ROUND CONCRETE FOUNDATION WHICH SUPPORTS AN ARTILLERY GUN, AND FLUSH
 SR0347'WITH THE LEVEL OF THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0392 ***********************************************************************
 RV0392  DESIGNATION -  L 196
 RV0392  PID         -  RV0392
 RV0392  STATE/COUNTY-  MT/WHEATLAND
 RV0392  USGS QUAD   -  OXFORD (1986)
 RV0392
 RV0392                         *CURRENT SURVEY CONTROL
 RV0392  ___________________________________________________________________
 RV0392* NAD 83(1986)-  46 32 46.     (N)    109 39 27.     (W)     SCALED    
 RV0392* NAVD 88     -      1315.834  (meters)    4317.03   (feet)  ADJUSTED  
 RV0392  ___________________________________________________________________
 RV0392  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 RV0392  DYNAMIC HT  -        1315.568 (meters)    4316.16  (feet)  COMP
 RV0392  MODELED GRAV-     980,366.4   (mgal)                       NAVD 88
 RV0392
 RV0392  VERT ORDER  -  FIRST     CLASS II
 RV0392
 RV0392.The horizontal coordinates were scaled from a topographic map and have
 RV0392.an estimated accuracy of +/- 6 seconds.
 RV0392
 RV0392.The orthometric height was determined by differential leveling
 RV0392.and adjusted by the National Geodetic Survey in June 1991..
 RV0392
 RV0392.The geoid height was determined by GEOID03.
 RV0392
 RV0392.The dynamic height is computed by dividing the NAVD 88
 RV0392.geopotential number by the normal gravity value computed on the
 RV0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0392.degrees latitude (g = 980.6199 gals.).
 RV0392
 RV0392.The modeled gravity was interpolated from observed gravity values.
 RV0392
 RV0392;                    North         East    Units  Estimated Accuracy
 RV0392;SPC MT       -   255,160.      587,930.      MT  (+/- 180 meters Scaled)
 RV0392
 RV0392                          SUPERSEDED SURVEY CONTROL
 RV0392
 RV0392  NGVD 29 (??/??/92) 1314.897  (m)         4313.96   (f) ADJ UNCH    1 2
 RV0392
 RV0392.Superseded values are not recommended for survey control.
 RV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0392.See file dsdata.txt to determine how the superseded data were derived.
 RV0392
 RV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS029556(NAD 83)
 RV0392_MARKER: DB = BENCH MARK DISK
 RV0392_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RV0392_SP_SET: 13.5 FT.
 RV0392_STAMPING: L 196 1961
 RV0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0392
 RV0392  HISTORY     - Date     Condition        Report By
 RV0392  HISTORY     - 1961     MONUMENTED       CGS
 RV0392
 RV0392                          STATION DESCRIPTION
 RV0392
 RV0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0392'10.0 MI NW FROM HEDGESVILLE.
 RV0392'ABOUT 10.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 RV0392'ROAD CROSSING AT HEDGESVILLE, 10.5 MILES SOUTHEAST OF THE STATION AT
 RV0392'JUDITH GAP, 0.25 MILE SOUTHEAST OF MILEPOLE 92, 49 FEET SOUTHWEST OF
 RV0392'THE SOUTHWEST RAIL, 1.0 FOOT SOUTHWEST OF A FENCE, 2.0 FEET WEST OF A
 RV0392'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP
 RV0392'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO REFUSAL AT A DEPTH
 RV0392'OF 13 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 2
 RV0392'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0181 ***********************************************************************
 SS0181  DESIGNATION -  L 197
 SS0181  PID         -  SS0181
 SS0181  STATE/COUNTY-  MT/JUDITH BASIN
 SS0181  USGS QUAD   -  WOLF BUTTE NW (1995)
 SS0181
 SS0181                         *CURRENT SURVEY CONTROL
 SS0181  ___________________________________________________________________
 SS0181* NAD 83(1986)-  47 11 56.     (N)    110 22 57.     (W)     SCALED    
 SS0181* NAVD 88     -      1375.884  (meters)    4514.05   (feet)  ADJUSTED  
 SS0181  ___________________________________________________________________
 SS0181  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 SS0181  DYNAMIC HT  -        1375.698 (meters)    4513.44  (feet)  COMP
 SS0181  MODELED GRAV-     980,429.3   (mgal)                       NAVD 88
 SS0181
 SS0181  VERT ORDER  -  FIRST     CLASS II
 SS0181
 SS0181.The horizontal coordinates were scaled from a topographic map and have
 SS0181.an estimated accuracy of +/- 6 seconds.
 SS0181
 SS0181.The orthometric height was determined by differential leveling
 SS0181.and adjusted by the National Geodetic Survey in June 1991..
 SS0181
 SS0181.The geoid height was determined by GEOID03.
 SS0181
 SS0181.The dynamic height is computed by dividing the NAVD 88
 SS0181.geopotential number by the normal gravity value computed on the
 SS0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0181.degrees latitude (g = 980.6199 gals.).
 SS0181
 SS0181.The modeled gravity was interpolated from observed gravity values.
 SS0181
 SS0181;                    North         East    Units  Estimated Accuracy
 SS0181;SPC MT       -   328,050.      533,170.      MT  (+/- 180 meters Scaled)
 SS0181
 SS0181                          SUPERSEDED SURVEY CONTROL
 SS0181
 SS0181  NGVD 29 (??/??/92) 1374.941  (m)         4510.95   (f) ADJ UNCH    1 2
 SS0181
 SS0181.Superseded values are not recommended for survey control.
 SS0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0181.See file dsdata.txt to determine how the superseded data were derived.
 SS0181
 SS0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWT467274(NAD 83)
 SS0181_MARKER: DB = BENCH MARK DISK
 SS0181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SS0181_SP_SET: 13.5 FT.
 SS0181_STAMPING: L 197 1961
 SS0181_PROJECTION: PROJECTING 4 CENTIMETERS
 SS0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS0181_ROD/PIPE-DEPTH: 4.2  meters
 SS0181
 SS0181  HISTORY     - Date     Condition        Report By
 SS0181  HISTORY     - 1961     MONUMENTED       CGS
 SS0181  HISTORY     - 1980     GOOD             NGS
 SS0181
 SS0181                          STATION DESCRIPTION
 SS0181
 SS0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0181'9.0 MI NW FROM STANFORD.
 SS0181'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SS0181'STATION AT STANFORD, THENCE 1.15 MILES WEST ALONG STATE SECONDARY ROAD
 SS0181'230, THENCE 7.55 MILES NORTHWEST ALONG U.S. HIGHWAY 87, OR 0.15 MILE
 SS0181'EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT GEYSER,
 SS0181'THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 SS0181'SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 3.0 MILES SOUTH ALONG A
 SS0181'GRAVELED ROAD, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION
 SS0181'25, T 17 N, R 10 E, AT THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD
 SS0181'LEADING WEST, BETWEEN 2 POWER POLES WHICH ARE 8 FEET APART, 101 FEET
 SS0181'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTH OF THE
 SS0181'CENTER LINE OF THE EAST-WEST ROAD, 1.1 FEET WEST OF A METAL WITNESS
 SS0181'POST, ABOUT LEVEL WITH THE ROADS, A DISK ON THE TOP OF A 5/8-INCH
 SS0181'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 1/2 FEET AND ENCASED
 SS0181'IN A 6-INCH TILE WHICH PROJECTS 12 INCHES.
 SS0181
 SS0181                          STATION RECOVERY (1980)
 SS0181
 SS0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SS0181'0.5 KM (0.3 MI) NORTH ALONG 3RD STREET FROM THE COURTHOUSE IN STANFORD
 SS0181'THENCE 1.6 KM (1.0 MI) WEST ALONG A PAVED ROAD THENCE 12.1 KM (7.55 MI
 SS0181'NORTHWEST ALONG U.S. HIGHWAY 87, AT A GRAVELED ROAD ON THE LEFT, OR
 SS0181'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY 87 FROM THE SCHOOL HOUSE IN
 SS0181'GEYSER THENCE 4.8 KM (3.0 MI) SOUTH ALONG A GRAVELED ROAD THENCE 6.4
 SS0181'KM (4.0 MI) EAST ALONG A GRAVELED ROAD, AT THE JUNCTION OF U.S.
 SS0181'HIGHWAY 87, BETWEEN TWO UTILITY POLES WHICH ARE 8 FEET APART, 30.8
 SS0181'METERS (101 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 24.4
 SS0181'METERS (80 FT) NORTH OF THE CENTER OF THE GRAVELED ROAD.
 SS0181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0477 ***********************************************************************
 RV0477  DESIGNATION -  L 198
 RV0477  PID         -  RV0477
 RV0477  STATE/COUNTY-  MT/FERGUS
 RV0477  USGS QUAD   -  MOORE (1970)
 RV0477
 RV0477                         *CURRENT SURVEY CONTROL
 RV0477  ___________________________________________________________________
 RV0477* NAD 83(1986)-  46 53 47.     (N)    109 40 16.     (W)     SCALED    
 RV0477* NAVD 88     -      1334.964  (meters)    4379.79   (feet)  ADJUSTED  
 RV0477  ___________________________________________________________________
 RV0477  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 RV0477  DYNAMIC HT  -        1334.742 (meters)    4379.07  (feet)  COMP
 RV0477  MODELED GRAV-     980,400.5   (mgal)                       NAVD 88
 RV0477
 RV0477  VERT ORDER  -  SECOND    CLASS 0
 RV0477
 RV0477.The horizontal coordinates were scaled from a topographic map and have
 RV0477.an estimated accuracy of +/- 6 seconds.
 RV0477
 RV0477.The orthometric height was determined by differential leveling
 RV0477.and adjusted by the National Geodetic Survey in June 1991..
 RV0477
 RV0477.The geoid height was determined by GEOID03.
 RV0477
 RV0477.The dynamic height is computed by dividing the NAVD 88
 RV0477.geopotential number by the normal gravity value computed on the
 RV0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0477.degrees latitude (g = 980.6199 gals.).
 RV0477
 RV0477.The modeled gravity was interpolated from observed gravity values.
 RV0477
 RV0477;                    North         East    Units  Estimated Accuracy
 RV0477;SPC MT       -   294,080.      586,970.      MT  (+/- 180 meters Scaled)
 RV0477
 RV0477                          SUPERSEDED SURVEY CONTROL
 RV0477
 RV0477  NGVD 29 (??/??/92) 1334.038  (m)         4376.76   (f) ADJ UNCH    2 0
 RV0477
 RV0477.Superseded values are not recommended for survey control.
 RV0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0477.See file dsdata.txt to determine how the superseded data were derived.
 RV0477
 RV0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS012945(NAD 83)
 RV0477_MARKER: DB = BENCH MARK DISK
 RV0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RV0477_SP_SET: FOUNDATION
 RV0477_STAMPING: L 198 1961
 RV0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RV0477
 RV0477  HISTORY     - Date     Condition        Report By
 RV0477  HISTORY     - 1961     MONUMENTED       CGS
 RV0477
 RV0477                          STATION DESCRIPTION
 RV0477
 RV0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0477'6.0 MI S FROM MOORE.
 RV0477'ABOUT 6.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 RV0477'U.S. HIGHWAY 87 AT MOORE, SET VERTICALLY IN THE EAST FACE AND 0.9 FOOT
 RV0477'SOUTH OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF TROUT
 RV0477'CREEK DISTRICT NO. 10 SCHOOL, 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SR0542 ***********************************************************************
 SR0542  DESIGNATION -  L 2
 SR0542  PID         -  SR0542
 SR0542  STATE/COUNTY-  MT/FERGUS
 SR0542  USGS QUAD   -  LEWISTOWN (1985)
 SR0542
 SR0542                         *CURRENT SURVEY CONTROL
 SR0542  ___________________________________________________________________
 SR0542* NAD 83(1986)-  47 02 31.     (N)    109 28 28.     (W)     SCALED    
 SR0542* NAVD 88     -      1267.808  (meters)    4159.47   (feet)  ADJUSTED  
 SR0542  ___________________________________________________________________
 SR0542  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 SR0542  DYNAMIC HT  -        1267.640 (meters)    4158.92  (feet)  COMP
 SR0542  MODELED GRAV-     980,436.7   (mgal)                       NAVD 88
 SR0542
 SR0542  VERT ORDER  -  SECOND    CLASS 0
 SR0542
 SR0542.This mark is at Lewistown Municipal Airport (LWT)
 SR0542
 SR0542.The horizontal coordinates were scaled from a topographic map and have
 SR0542.an estimated accuracy of +/- 6 seconds.
 SR0542
 SR0542.The orthometric height was determined by differential leveling
 SR0542.and adjusted by the National Geodetic Survey in June 1991..
 SR0542
 SR0542.The geoid height was determined by GEOID03.
 SR0542
 SR0542.The dynamic height is computed by dividing the NAVD 88
 SR0542.geopotential number by the normal gravity value computed on the
 SR0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SR0542.degrees latitude (g = 980.6199 gals.).
 SR0542
 SR0542.The modeled gravity was interpolated from observed gravity values.
 SR0542
 SR0542;                    North         East    Units  Estimated Accuracy
 SR0542;SPC MT       -   310,240.      601,940.      MT  (+/- 180 meters Scaled)
 SR0542
 SR0542                          SUPERSEDED SURVEY CONTROL
 SR0542
 SR0542  NGVD 29 (??/??/92) 1266.928  (m)         4156.58   (f) ADJ UNCH    2 0
 SR0542
 SR0542.Superseded values are not recommended for survey control.
 SR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SR0542.See file dsdata.txt to determine how the superseded data were derived.
 SR0542
 SR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXT158109(NAD 83)
 SR0542_MARKER: DD = SURVEY DISK
 SR0542_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SR0542_SP_SET: MASS
 SR0542_STAMPING: L 2
 SR0542_MARK LOGO: NONE  
 SR0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 SR0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SR0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SR0542+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 SR0542
 SR0542  HISTORY     - Date     Condition        Report By
 SR0542  HISTORY     - UNK      MONUMENTED       DOD
 SR0542  HISTORY     - 1961     GOOD             NGS
 SR0542  HISTORY     - 1969     GOOD             NGS
 SR0542  HISTORY     - 20030520 GOOD             MTDOT
 SR0542
 SR0542                          STATION DESCRIPTION
 SR0542
 SR0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SR0542'2.55 MI SW FROM LEWISTOWN.
 SR0542'ABOUT 0.65 MILE SOUTHWEST ALONG U. S. HIGHWAY 87 FROM THE COUNTY
 SR0542'COURTHOUSE AT LEWISTOWN, THENCE 0.45 MILE SOUTHWEST ALONG A TAXI
 SR0542'STRIP, IN SECTION 20, T 15 N, R 18 E, 0.4 MILE SOUTHWEST OF THE
 SR0542'ADMINISTRATION BUILDING FOR THE AIRPORT, 154 FEET SOUTHWEST OF THE
 SR0542'CENTER LINE OF A NORTHWEST-SOUTHEAST RUNWAY, SET IN THE TOP OF THE
 SR0542'CONCRETE AT THE INTERSECTION OF THE CENTER LINES OF A NORTH-SOUTH TAXI
 SR0542'STRIP AND A NORTHEAST-SOUTHWEST TAXI STRIP, AND ABOUT FLUSH WITH THE
 SR0542'RUNWAY.
 SR0542
 SR0542                          STATION RECOVERY (1969)
 SR0542
 SR0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SR0542'RECOVERED IN GOOD CONDITION.
 SR0542
 SR0542                          STATION RECOVERY (2003)
 SR0542
 SR0542'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 2003 (DDB)
 SR0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0492 ***********************************************************************
 RV0492  DESIGNATION -  L 2 Z
 RV0492  PID         -  RV0492
 RV0492  STATE/COUNTY-  MT/FERGUS
 RV0492  USGS QUAD   -  MOORE SW (1995)
 RV0492
 RV0492                         *CURRENT SURVEY CONTROL
 RV0492  ___________________________________________________________________
 RV0492* NAD 83(1986)-  46 51 05.     (N)    109 39 22.     (W)     SCALED    
 RV0492* NAVD 88     -      1487.934  (meters)    4881.66   (feet)  ADJUSTED  
 RV0492  ___________________________________________________________________
 RV0492  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0492  DYNAMIC HT  -        1487.645 (meters)    4880.72  (feet)  COMP
 RV0492  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 RV0492
 RV0492  VERT ORDER  -  SECOND    CLASS 0
 RV0492
 RV0492.The horizontal coordinates were scaled from a topographic map and have
 RV0492.an estimated accuracy of +/- 6 seconds.
 RV0492
 RV0492.The orthometric height was determined by differential leveling
 RV0492.and adjusted by the National Geodetic Survey in June 1991..
 RV0492
 RV0492.The geoid height was determined by GEOID03.
 RV0492
 RV0492.The dynamic height is computed by dividing the NAVD 88
 RV0492.geopotential number by the normal gravity value computed on the
 RV0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0492.degrees latitude (g = 980.6199 gals.).
 RV0492
 RV0492.The modeled gravity was interpolated from observed gravity values.
 RV0492
 RV0492;                    North         East    Units  Estimated Accuracy
 RV0492;SPC MT       -   289,080.      588,100.      MT  (+/- 180 meters Scaled)
 RV0492
 RV0492                          SUPERSEDED SURVEY CONTROL
 RV0492
 RV0492  NGVD 29 (??/??/92) 1486.98   (m)         4878.5    (f) COMPUTED    2 0
 RV0492
 RV0492.Superseded values are not recommended for survey control.
 RV0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0492.See file dsdata.txt to determine how the superseded data were derived.
 RV0492
 RV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS024895(NAD 83)
 RV0492_MARKER: DS = TRIANGULATION STATION DISK
 RV0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0492_STAMPING: L 2 Z 1961
 RV0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0492+STABILITY: SURFACE MOTION
 RV0492
 RV0492  HISTORY     - Date     Condition        Report By
 RV0492  HISTORY     - 1961     MONUMENTED       CGS
 RV0492
 RV0492                          STATION DESCRIPTION
 RV0492
 RV0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0492'9.8 MI S FROM MOORE.
 RV0492'ABOUT 9.35 MILES SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 RV0492'U.S. HIGHWAY 87 AT MOORE, THENCE 0.45 MILE SOUTHEAST ALONG A ROAD, 29
 RV0492'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 25.4 FEET EAST OF R.M.
 RV0492'NO. 2, 25.6 FEET WEST-NORTHWEST OF R.M. NO. 1, 6 FEET NORTHEAST OF A
 RV0492'FENCE, 7.3 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD
 RV0492'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0490 ***********************************************************************
 RV0490  DESIGNATION -  L 2 Z AZ MK
 RV0490  PID         -  RV0490
 RV0490  STATE/COUNTY-  MT/FERGUS
 RV0490  USGS QUAD   -  MOORE SW (1995)
 RV0490
 RV0490                         *CURRENT SURVEY CONTROL
 RV0490  ___________________________________________________________________
 RV0490* NAD 83(1986)-  46 51 27.     (N)    109 39 52.     (W)     SCALED    
 RV0490* NAVD 88     -      1418.490  (meters)    4653.83   (feet)  ADJUSTED  
 RV0490  ___________________________________________________________________
 RV0490  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 RV0490  DYNAMIC HT  -        1418.234 (meters)    4652.99  (feet)  COMP
 RV0490  MODELED GRAV-     980,382.6   (mgal)                       NAVD 88
 RV0490
 RV0490  VERT ORDER  -  SECOND    CLASS 0
 RV0490
 RV0490.The horizontal coordinates were scaled from a topographic map and have
 RV0490.an estimated accuracy of +/- 6 seconds.
 RV0490
 RV0490.The orthometric height was determined by differential leveling
 RV0490.and adjusted by the National Geodetic Survey in June 1991..
 RV0490
 RV0490.The geoid height was determined by GEOID03.
 RV0490
 RV0490.The dynamic height is computed by dividing the NAVD 88
 RV0490.geopotential number by the normal gravity value computed on the
 RV0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0490.degrees latitude (g = 980.6199 gals.).
 RV0490
 RV0490.The modeled gravity was interpolated from observed gravity values.
 RV0490
 RV0490;                    North         East    Units  Estimated Accuracy
 RV0490;SPC MT       -   289,760.      587,470.      MT  (+/- 180 meters Scaled)
 RV0490
 RV0490                          SUPERSEDED SURVEY CONTROL
 RV0490
 RV0490  NGVD 29 (??/??/92) 1417.55   (m)         4650.7    (f) COMPUTED    2 0
 RV0490
 RV0490.Superseded values are not recommended for survey control.
 RV0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0490.See file dsdata.txt to determine how the superseded data were derived.
 RV0490
 RV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS018901(NAD 83)
 RV0490_MARKER: DZ = AZIMUTH MARK DISK
 RV0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0490_STAMPING: L 2 Z 1961
 RV0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0490+STABILITY: SURFACE MOTION
 RV0490
 RV0490  HISTORY     - Date     Condition        Report By
 RV0490  HISTORY     - 1961     MONUMENTED       CGS
 RV0490
 RV0490                          STATION DESCRIPTION
 RV0490
 RV0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0490'9.25 MI S FROM MOORE.
 RV0490'ABOUT 9.25 MILES SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 RV0490'U.S. HIGHWAY 87 AT MOORE, 0.1 MILE NORTHWEST OF A ROAD JUNCTION, 25
 RV0490'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF A
 RV0490'FENCE, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET BELOW THE
 RV0490'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0493 ***********************************************************************
 RV0493  DESIGNATION -  L 2 Z RM 1
 RV0493  PID         -  RV0493
 RV0493  STATE/COUNTY-  MT/FERGUS
 RV0493  USGS QUAD   -  MOORE SW (1995)
 RV0493
 RV0493                         *CURRENT SURVEY CONTROL
 RV0493  ___________________________________________________________________
 RV0493* NAD 83(1986)-  46 51 05.     (N)    109 39 22.     (W)     SCALED    
 RV0493* NAVD 88     -      1488.639  (meters)    4883.98   (feet)  ADJUSTED  
 RV0493  ___________________________________________________________________
 RV0493  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0493  DYNAMIC HT  -        1488.350 (meters)    4883.03  (feet)  COMP
 RV0493  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 RV0493
 RV0493  VERT ORDER  -  SECOND    CLASS 0
 RV0493
 RV0493.The horizontal coordinates were scaled from a topographic map and have
 RV0493.an estimated accuracy of +/- 6 seconds.
 RV0493
 RV0493.The orthometric height was determined by differential leveling
 RV0493.and adjusted by the National Geodetic Survey in June 1991..
 RV0493
 RV0493.The geoid height was determined by GEOID03.
 RV0493
 RV0493.The dynamic height is computed by dividing the NAVD 88
 RV0493.geopotential number by the normal gravity value computed on the
 RV0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0493.degrees latitude (g = 980.6199 gals.).
 RV0493
 RV0493.The modeled gravity was interpolated from observed gravity values.
 RV0493
 RV0493;                    North         East    Units  Estimated Accuracy
 RV0493;SPC MT       -   289,080.      588,100.      MT  (+/- 180 meters Scaled)
 RV0493
 RV0493                          SUPERSEDED SURVEY CONTROL
 RV0493
 RV0493  NGVD 29 (??/??/92) 1487.68   (m)         4880.8    (f) COMPUTED    2 0
 RV0493
 RV0493.Superseded values are not recommended for survey control.
 RV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0493.See file dsdata.txt to determine how the superseded data were derived.
 RV0493
 RV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS024895(NAD 83)
 RV0493_MARKER: DR = REFERENCE MARK DISK
 RV0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0493_STAMPING: L 2 Z NO 1 1961
 RV0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0493+STABILITY: SURFACE MOTION
 RV0493
 RV0493  HISTORY     - Date     Condition        Report By
 RV0493  HISTORY     - 1961     MONUMENTED       CGS
 RV0493
 RV0493                          STATION DESCRIPTION
 RV0493
 RV0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0493'9.8 MI S FROM MOORE.
 RV0493'ABOUT 9.35 MILES SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 RV0493'U.S. HIGHWAY 87 AT MOORE, THENCE 0.45 MILE SOUTHEAST ALONG A ROAD, 23
 RV0493'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 25.6 FEET
 RV0493'EAST-SOUTHEAST OF THE TRIANGULATION STATION, 24.5 FEET SOUTHEAST OF A
 RV0493'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 RV0493'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RV0491 ***********************************************************************
 RV0491  DESIGNATION -  L 2 Z RM 2
 RV0491  PID         -  RV0491
 RV0491  STATE/COUNTY-  MT/FERGUS
 RV0491  USGS QUAD   -  MOORE SW (1995)
 RV0491
 RV0491                         *CURRENT SURVEY CONTROL
 RV0491  ___________________________________________________________________
 RV0491* NAD 83(1986)-  46 51 05.     (N)    109 39 22.     (W)     SCALED    
 RV0491* NAVD 88     -      1487.421  (meters)    4879.98   (feet)  ADJUSTED  
 RV0491  ___________________________________________________________________
 RV0491  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 RV0491  DYNAMIC HT  -        1487.133 (meters)    4879.04  (feet)  COMP
 RV0491  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 RV0491
 RV0491  VERT ORDER  -  SECOND    CLASS 0
 RV0491
 RV0491.The horizontal coordinates were scaled from a topographic map and have
 RV0491.an estimated accuracy of +/- 6 seconds.
 RV0491
 RV0491.The orthometric height was determined by differential leveling
 RV0491.and adjusted by the National Geodetic Survey in June 1991..
 RV0491
 RV0491.The geoid height was determined by GEOID03.
 RV0491
 RV0491.The dynamic height is computed by dividing the NAVD 88
 RV0491.geopotential number by the normal gravity value computed on the
 RV0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RV0491.degrees latitude (g = 980.6199 gals.).
 RV0491
 RV0491.The modeled gravity was interpolated from observed gravity values.
 RV0491
 RV0491;                    North         East    Units  Estimated Accuracy
 RV0491;SPC MT       -   289,080.      588,100.      MT  (+/- 180 meters Scaled)
 RV0491
 RV0491                          SUPERSEDED SURVEY CONTROL
 RV0491
 RV0491  NGVD 29 (??/??/92) 1486.47   (m)         4876.9    (f) COMPUTED    2 0
 RV0491
 RV0491.Superseded values are not recommended for survey control.
 RV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RV0491.See file dsdata.txt to determine how the superseded data were derived.
 RV0491
 RV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXS024895(NAD 83)
 RV0491_MARKER: DR = REFERENCE MARK DISK
 RV0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RV0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RV0491_STAMPING: L 2 Z NO 2 1961
 RV0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RV0491+STABILITY: SURFACE MOTION
 RV0491
 RV0491  HISTORY     - Date     Condition        Report By
 RV0491  HISTORY     - 1961     MONUMENTED       CGS
 RV0491
 RV0491                          STATION DESCRIPTION
 RV0491
 RV0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RV0491'9.8 MI S FROM MOORE.
 RV0491'ABOUT 9.35 MILES SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 RV0491'U.S. HIGHWAY 87 AT MOORE, THENCE 0.45 MILE SOUTHEAST ALONG A ROAD, 26
 RV0491'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 25.4 FEET WEST OF THE
 RV0491'TRIANGULATION STATION, IN LINE WITH A WIRE FENCE, 25 FEET NORTHWEST OF
 RV0491'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK IN THE TOP OF A
 RV0491'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0179 ***********************************************************************
 TJ0179  DESIGNATION -  L 20
 TJ0179  PID         -  TJ0179
 TJ0179  STATE/COUNTY-  MT/VALLEY
 TJ0179  USGS QUAD   -  VANDALIA (1978)
 TJ0179
 TJ0179                         *CURRENT SURVEY CONTROL
 TJ0179  ___________________________________________________________________
 TJ0179* NAD 83(1986)-  48 22 23.     (N)    106 57 54.     (W)     SCALED    
 TJ0179* NAVD 88     -       648.106  (meters)    2126.33   (feet)  POSTED    
 TJ0179  ___________________________________________________________________
 TJ0179  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 TJ0179  DYNAMIC HT  -         648.190 (meters)    2126.60  (feet)  COMP
 TJ0179  MODELED GRAV-     980,718.2   (mgal)                       NAVD 88
 TJ0179
 TJ0179  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0179
 TJ0179.The horizontal coordinates were scaled from a topographic map and have
 TJ0179.an estimated accuracy of +/- 6 seconds.
 TJ0179
 TJ0179.The orthometric height was determined by differential leveling
 TJ0179.and adjusted by the National Geodetic Survey in 1992..
 TJ0179.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0179.rate of 0.0 thru 1.0 mm/km.
 TJ0179
 TJ0179.The geoid height was determined by GEOID03.
 TJ0179
 TJ0179.The dynamic height is computed by dividing the NAVD 88
 TJ0179.geopotential number by the normal gravity value computed on the
 TJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0179.degrees latitude (g = 980.6199 gals.).
 TJ0179
 TJ0179.The modeled gravity was interpolated from observed gravity values.
 TJ0179
 TJ0179;                    North         East    Units  Estimated Accuracy
 TJ0179;SPC MT       -   461,200.      787,710.      MT  (+/- 180 meters Scaled)
 TJ0179
 TJ0179                          SUPERSEDED SURVEY CONTROL
 TJ0179
 TJ0179  NGVD 29 (??/??/92)  647.445  (m)         2124.16   (f) ADJ UNCH    1 2
 TJ0179
 TJ0179.Superseded values are not recommended for survey control.
 TJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0179.See file dsdata.txt to determine how the superseded data were derived.
 TJ0179
 TJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP544596(NAD 83)
 TJ0179_MARKER: DB = BENCH MARK DISK
 TJ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0179+STABILITY: SURFACE MOTION
 TJ0179
 TJ0179  HISTORY     - Date     Condition        Report By
 TJ0179  HISTORY     - UNK      MONUMENTED       CGS
 TJ0179  HISTORY     - 1934     MARK NOT FOUND   NGS
 TJ0179
 TJ0179                          STATION DESCRIPTION
 TJ0179
 TJ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TJ0179'3 MI W FROM VANDALIA.
 TJ0179'3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM VANDALIA, VALLEY
 TJ0179'COUNTY, 1-1/4 MILES EAST OF MILEPOST 298 AND VANDALIA DAM, OPPOSITE A
 TJ0179'RECLAMATION CAMP, 75 FEET NORTH OF THE TRACK, AND ABOUT 7 FEET LOWER
 TJ0179'THAN THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PZ0031 ***********************************************************************
 PZ0031  DESIGNATION -  L 200
 PZ0031  PID         -  PZ0031
 PZ0031  STATE/COUNTY-  MT/BEAVERHEAD
 PZ0031  USGS QUAD   -  SNOWLINE (1968)
 PZ0031
 PZ0031                         *CURRENT SURVEY CONTROL
 PZ0031  ___________________________________________________________________
 PZ0031* NAD 83(1986)-  44 36 08.     (N)    112 27 35.     (W)     SCALED    
 PZ0031* NAVD 88     -      2015.216  (meters)    6611.59   (feet)  ADJUSTED  
 PZ0031  ___________________________________________________________________
 PZ0031  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PZ0031  DYNAMIC HT  -        2014.073 (meters)    6607.84  (feet)  COMP
 PZ0031  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 PZ0031
 PZ0031  VERT ORDER  -  FIRST     CLASS II
 PZ0031
 PZ0031.The horizontal coordinates were scaled from a topographic map and have
 PZ0031.an estimated accuracy of +/- 6 seconds.
 PZ0031
 PZ0031.The orthometric height was determined by differential leveling
 PZ0031.and adjusted by the National Geodetic Survey in June 1991..
 PZ0031
 PZ0031.The geoid height was determined by GEOID03.
 PZ0031
 PZ0031.The dynamic height is computed by dividing the NAVD 88
 PZ0031.geopotential number by the normal gravity value computed on the
 PZ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0031.degrees latitude (g = 980.6199 gals.).
 PZ0031
 PZ0031.The modeled gravity was interpolated from observed gravity values.
 PZ0031
 PZ0031;                    North         East    Units  Estimated Accuracy
 PZ0031;SPC MT       -    43,600.      365,020.      MT  (+/- 180 meters Scaled)
 PZ0031
 PZ0031                          SUPERSEDED SURVEY CONTROL
 PZ0031
 PZ0031  NGVD 29 (??/??/92) 2013.869  (m)         6607.17   (f) ADJ UNCH    1 2
 PZ0031
 PZ0031.Superseded values are not recommended for survey control.
 PZ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0031.See file dsdata.txt to determine how the superseded data were derived.
 PZ0031
 PZ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ841398(NAD 83)
 PZ0031_MARKER: DB = BENCH MARK DISK
 PZ0031_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0031_SP_SET: OUTCROP
 PZ0031_STAMPING: L 200 1967
 PZ0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0031+STABILITY: POSITION/ELEVATION WELL
 PZ0031
 PZ0031  HISTORY     - Date     Condition        Report By
 PZ0031  HISTORY     - 1967     MONUMENTED       CGS
 PZ0031
 PZ0031                          STATION DESCRIPTION
 PZ0031
 PZ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0031'7.15 MI SE FROM LIMA.
 PZ0031'7.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0031'AT LIMA, THENCE 0.05 MILE NORTHEAST ACROSS INTERSTATE HIGHWAY 15, 0.05
 PZ0031'MILE EAST OF MILEPOLE 272.75 AND BENCH MARK E, ON THE SOUTHWEST SLOPE
 PZ0031'OF A ROCKY RIDGE, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 2 1/2
 PZ0031'FEET ABOVE THE GROUND, 163 FEET NORTHEAST OF THE CENTER LINE OF THE
 PZ0031'HIGHWAY, 102 FEET SOUTHEAST OF THE NORTHWEST END OF THE RIDGE, 85.6
 PZ0031'FEET SOUTHEAST OF BENCH MARK K 200, 64.4 FEET NORTHEAST OF THE
 PZ0031'RIGHT-OF-WAY FENCE, 84.2 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT
 PZ0031'18 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0230 ***********************************************************************
 RT0230  DESIGNATION -  L 204
 RT0230  PID         -  RT0230
 RT0230  STATE/COUNTY-  MT/CUSTER
 RT0230  USGS QUAD   -  LOCATE SE (1969)
 RT0230
 RT0230                         *CURRENT SURVEY CONTROL
 RT0230  ___________________________________________________________________
 RT0230* NAD 83(1986)-  46 17 18.     (N)    105 16 36.     (W)     SCALED    
 RT0230* NAVD 88     -       757.603  (meters)    2485.57   (feet)  ADJUSTED  
 RT0230  ___________________________________________________________________
 RT0230  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RT0230  DYNAMIC HT  -         757.527 (meters)    2485.32  (feet)  COMP
 RT0230  MODELED GRAV-     980,489.5   (mgal)                       NAVD 88
 RT0230
 RT0230  VERT ORDER  -  SECOND    CLASS 0
 RT0230
 RT0230.The horizontal coordinates were scaled from a topographic map and have
 RT0230.an estimated accuracy of +/- 6 seconds.
 RT0230
 RT0230.The orthometric height was determined by differential leveling
 RT0230.and adjusted by the National Geodetic Survey in June 1991..
 RT0230
 RT0230.The geoid height was determined by GEOID03.
 RT0230
 RT0230.The dynamic height is computed by dividing the NAVD 88
 RT0230.geopotential number by the normal gravity value computed on the
 RT0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0230.degrees latitude (g = 980.6199 gals.).
 RT0230
 RT0230.The modeled gravity was interpolated from observed gravity values.
 RT0230
 RT0230;                    North         East    Units  Estimated Accuracy
 RT0230;SPC MT       -   235,280.      925,120.      MT  (+/- 180 meters Scaled)
 RT0230
 RT0230                          SUPERSEDED SURVEY CONTROL
 RT0230
 RT0230  NGVD 29 (??/??/92)  757.041  (m)         2483.73   (f) ADJ UNCH    2 0
 RT0230
 RT0230.Superseded values are not recommended for survey control.
 RT0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0230.See file dsdata.txt to determine how the superseded data were derived.
 RT0230
 RT0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM786261(NAD 83)
 RT0230_MARKER: DB = BENCH MARK DISK
 RT0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0230_STAMPING: L 204 1934
 RT0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0230+STABILITY: SURFACE MOTION
 RT0230
 RT0230  HISTORY     - Date     Condition        Report By
 RT0230  HISTORY     - 1934     MONUMENTED       CGS
 RT0230  HISTORY     - 1941     GOOD             NGS
 RT0230  HISTORY     - 1969     GOOD             USGS
 RT0230
 RT0230                          STATION DESCRIPTION
 RT0230
 RT0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RT0230'5.1 MI NE FROM MIZPAH.
 RT0230'5.1 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO KNOWLTON FROM THE
 RT0230'POST OFFICE AT MIZPAH, CUSTER COUNTY 3 MILES NORTHEAST OF THE BRIDGE
 RT0230'OVER POWDER RIVER, 0.5 MILE NORTH OF A RANCH HOUSE EAST OF THE ROAD,
 RT0230'0.2 MILE SOUTH OF A SMALL WOODEN BRIDGE OVER A DRY CREEK, 41 FEET
 RT0230'NORTH OF THE 24-INCH LIVE STUMP OF AN OLD COTTON-WOOD TREE, 28 FEET
 RT0230'WEST OF THE CENTERLINE OF THE ROAD, AND 1.2 FEET EAST OF A FENCE
 RT0230'PARALLELING THE ROAD.  A STANDARD DISK, STAMPED L 204 1934 AND SET IN
 RT0230'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 RT0230
 RT0230                          STATION RECOVERY (1969)
 RT0230
 RT0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RT0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0107 ***********************************************************************
 RT0107  DESIGNATION -  L 206
 RT0107  PID         -  RT0107
 RT0107  STATE/COUNTY-  MT/CARTER
 RT0107  USGS QUAD   -  SKUNK CREEK (1981)
 RT0107
 RT0107                         *CURRENT SURVEY CONTROL
 RT0107  ___________________________________________________________________
 RT0107* NAD 83(1986)-  46 01 05.     (N)    104 45 16.     (W)     SCALED    
 RT0107* NAVD 88     -       935.260  (meters)    3068.43   (feet)  ADJUSTED  
 RT0107  ___________________________________________________________________
 RT0107  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 RT0107  DYNAMIC HT  -         935.119 (meters)    3067.97  (feet)  COMP
 RT0107  MODELED GRAV-     980,432.8   (mgal)                       NAVD 88
 RT0107
 RT0107  VERT ORDER  -  SECOND    CLASS 0
 RT0107
 RT0107.The horizontal coordinates were scaled from a topographic map and have
 RT0107.an estimated accuracy of +/- 6 seconds.
 RT0107
 RT0107.The orthometric height was determined by differential leveling
 RT0107.and adjusted by the National Geodetic Survey in June 1991..
 RT0107
 RT0107.The geoid height was determined by GEOID03.
 RT0107
 RT0107.The dynamic height is computed by dividing the NAVD 88
 RT0107.geopotential number by the normal gravity value computed on the
 RT0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0107.degrees latitude (g = 980.6199 gals.).
 RT0107
 RT0107.The modeled gravity was interpolated from observed gravity values.
 RT0107
 RT0107;                    North         East    Units  Estimated Accuracy
 RT0107;SPC MT       -   207,610.      967,090.      MT  (+/- 180 meters Scaled)
 RT0107
 RT0107                          SUPERSEDED SURVEY CONTROL
 RT0107
 RT0107  NGVD 29 (??/??/92)  934.672  (m)         3066.50   (f) ADJ UNCH    2 0
 RT0107
 RT0107.Superseded values are not recommended for survey control.
 RT0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0107.See file dsdata.txt to determine how the superseded data were derived.
 RT0107
 RT0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL190960(NAD 83)
 RT0107_MARKER: DB = BENCH MARK DISK
 RT0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0107_STAMPING: L 206 1934
 RT0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0107+STABILITY: SURFACE MOTION
 RT0107
 RT0107  HISTORY     - Date     Condition        Report By
 RT0107  HISTORY     - 1934     MONUMENTED       CGS
 RT0107  HISTORY     - 1976     GOOD             USGS
 RT0107
 RT0107                          STATION DESCRIPTION
 RT0107
 RT0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0107'16 MI NW FROM EKALAKA.
 RT0107'ABOUT 16 MILES NORTHWEST ALONG THE ROAD LEADING TO MILES CITY FROM THE
 RT0107'COUNTY COURTHOUSE AT EKALAKA, CARTER COUNTY, ABOUT 0.4 MILE EAST OF A
 RT0107'SMALL WOODEN BRIDGE IN A DRAW, AND 38 FEET SOUTH OF THE CENTER LINE OF
 RT0107'THE ROAD.  A STANDARD DISK, STAMPED L 206 1934 AND SET IN THE TOP OF A
 RT0107'CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 RT0107
 RT0107                          STATION RECOVERY (1976)
 RT0107
 RT0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0107'ABOUT 14.6 MILES NORTHWEST ALONG THE COUNTY ROAD LEADING TO MILES
 RT0107'CITY FROM THE COUNTY COURTHOUSE AT EKALAKA, CARTER COUNTY, 1.0 MILE
 RT0107'WEST OF COUNTY ROAD FORK WITH SIGN SHOWING RANCH DESTINATIONS AND 70
 RT0107'MILES TO MILES CITY, 0.4 MILE EAST OF A CULVERT OVER LILLY CREEK, 52
 RT0107'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 11.2 FEET SOUTH OF ROW
 RT0107'FENCE, 11.0 FEET WEST AND 2 FEET NORTH OF A POWER POLE. A STANDARD
 RT0107'DISK STAMPED L 206 1934 AND SET IN THE TOP OF A CONCRETE POST
 RT0107'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0301 ***********************************************************************
 RT0301  DESIGNATION -  L 207
 RT0301  PID         -  RT0301
 RT0301  STATE/COUNTY-  MT/CUSTER
 RT0301  USGS QUAD   -  THE KNOB (1969)
 RT0301
 RT0301                         *CURRENT SURVEY CONTROL
 RT0301  ___________________________________________________________________
 RT0301* NAD 83(1986)-  46 22 54.     (N)    105 32 38.     (W)     SCALED    
 RT0301* NAVD 88     -       924.971  (meters)    3034.68   (feet)  ADJUSTED  
 RT0301  ___________________________________________________________________
 RT0301  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RT0301  DYNAMIC HT  -         924.865 (meters)    3034.33  (feet)  COMP
 RT0301  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 RT0301
 RT0301  VERT ORDER  -  SECOND    CLASS 0
 RT0301
 RT0301.The horizontal coordinates were scaled from a topographic map and have
 RT0301.an estimated accuracy of +/- 6 seconds.
 RT0301
 RT0301.The orthometric height was determined by differential leveling
 RT0301.and adjusted by the National Geodetic Survey in June 1991..
 RT0301
 RT0301.The geoid height was determined by GEOID03.
 RT0301
 RT0301.The dynamic height is computed by dividing the NAVD 88
 RT0301.geopotential number by the normal gravity value computed on the
 RT0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0301.degrees latitude (g = 980.6199 gals.).
 RT0301
 RT0301.The modeled gravity was interpolated from observed gravity values.
 RT0301
 RT0301;                    North         East    Units  Estimated Accuracy
 RT0301;SPC MT       -   244,560.      904,040.      MT  (+/- 180 meters Scaled)
 RT0301
 RT0301                          SUPERSEDED SURVEY CONTROL
 RT0301
 RT0301  NGVD 29 (??/??/92)  924.352  (m)         3032.64   (f) ADJ UNCH    2 0
 RT0301
 RT0301.Superseded values are not recommended for survey control.
 RT0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0301.See file dsdata.txt to determine how the superseded data were derived.
 RT0301
 RT0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM581365(NAD 83)
 RT0301_MARKER: DB = BENCH MARK DISK
 RT0301_SETTING: 0 = UNSPECIFIED SETTING
 RT0301_STAMPING: L-207 1934
 RT0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0301
 RT0301  HISTORY     - Date     Condition        Report By
 RT0301  HISTORY     - 1934     MONUMENTED       CGS
 RT0301  HISTORY     - 1969     GOOD             USGS
 RT0301
 RT0301                          STATION DESCRIPTION
 RT0301
 RT0301'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0301'15.9 MI E FROM MILES CITY.
 RT0301'ABOUT 15.9 MILES EAST ALONG U.S. HIGHWAY 12 AND THE ROAD LEADING TO
 RT0301'EKALAKA FROM THE COUNTY COURTHOUSE AT MILES CITY, CUSTER COUNTY, ABOUT
 RT0301'0.7 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 12 ON THE ROAD LEADING
 RT0301'TO EKALAKA, ABOUT 56 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 2
 RT0301'FEET NORTH OF THE FENCE PARALLELING THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0031 ***********************************************************************
 RT0031  DESIGNATION -  L 208
 RT0031  PID         -  RT0031
 RT0031  STATE/COUNTY-  MT/FALLON
 RT0031  USGS QUAD   -  SHELL BUTTE (1981)
 RT0031
 RT0031                         *CURRENT SURVEY CONTROL
 RT0031  ___________________________________________________________________
 RT0031* NAD 83(1986)-  46 35 53.     (N)    104 12 29.     (W)     SCALED    
 RT0031* NAVD 88     -       955.898  (meters)    3136.14   (feet)  ADJUSTED  
 RT0031  ___________________________________________________________________
 RT0031  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 RT0031  DYNAMIC HT  -         955.830 (meters)    3135.92  (feet)  COMP
 RT0031  MODELED GRAV-     980,510.1   (mgal)                       NAVD 88
 RT0031
 RT0031  VERT ORDER  -  SECOND    CLASS 0
 RT0031
 RT0031.The horizontal coordinates were scaled from a topographic map and have
 RT0031.an estimated accuracy of +/- 6 seconds.
 RT0031
 RT0031.The orthometric height was determined by differential leveling
 RT0031.and adjusted by the National Geodetic Survey in June 1991..
 RT0031
 RT0031.The geoid height was determined by GEOID03.
 RT0031
 RT0031.The dynamic height is computed by dividing the NAVD 88
 RT0031.geopotential number by the normal gravity value computed on the
 RT0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0031.degrees latitude (g = 980.6199 gals.).
 RT0031
 RT0031.The modeled gravity was interpolated from observed gravity values.
 RT0031
 RT0031;                    North         East    Units  Estimated Accuracy
 RT0031;SPC MT       -   274,610.    1,004,950.      MT  (+/- 180 meters Scaled)
 RT0031
 RT0031                          SUPERSEDED SURVEY CONTROL
 RT0031
 RT0031  NGVD 29 (??/??/92)  955.286  (m)         3134.13   (f) ADJ UNCH    2 0
 RT0031
 RT0031.Superseded values are not recommended for survey control.
 RT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0031.See file dsdata.txt to determine how the superseded data were derived.
 RT0031
 RT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM606608(NAD 83)
 RT0031_MARKER: DB = BENCH MARK DISK
 RT0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0031_STAMPING: L 208 1934
 RT0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0031+STABILITY: SURFACE MOTION
 RT0031
 RT0031  HISTORY     - Date     Condition        Report By
 RT0031  HISTORY     - 1934     MONUMENTED       CGS
 RT0031  HISTORY     - 1974     GOOD             USGS
 RT0031
 RT0031                          STATION DESCRIPTION
 RT0031
 RT0031'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RT0031'19.4 MI N FROM BAKER.
 RT0031'14.1 MI N ALONG STATE HWY NO. 7 FROM BAKER, THENCE 1.0 MI E, THENCE
 RT0031'2.0 MI N TO A SECTION LINE FE W AT THE TOP OF A HILL.  37 FT W OF THE
 RT0031'RD AND 9 FT N OF THE FEN W.  A STD DISK, STAMPED L 208 1934 AND SET IN
 RT0031'THE TOP OF A CONC POST PROJECTING ABOUT 3 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0087 ***********************************************************************
 RT0087  DESIGNATION -  L 209
 RT0087  PID         -  RT0087
 RT0087  STATE/COUNTY-  MT/CARTER
 RT0087  USGS QUAD   -  MEDICINE ROCKS STATE (1981)
 RT0087
 RT0087                         *CURRENT SURVEY CONTROL
 RT0087  ___________________________________________________________________
 RT0087* NAD 83(1986)-  46 02 01.     (N)    104 24 24.     (W)     SCALED    
 RT0087* NAVD 88     -       964.657  (meters)    3164.88   (feet)  ADJUSTED  
 RT0087  ___________________________________________________________________
 RT0087  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 RT0087  DYNAMIC HT  -         964.492 (meters)    3164.34  (feet)  COMP
 RT0087  MODELED GRAV-     980,411.4   (mgal)                       NAVD 88
 RT0087
 RT0087  VERT ORDER  -  SECOND    CLASS 0
 RT0087
 RT0087.The horizontal coordinates were scaled from a topographic map and have
 RT0087.an estimated accuracy of +/- 6 seconds.
 RT0087
 RT0087.The orthometric height was determined by differential leveling
 RT0087.and adjusted by the National Geodetic Survey in June 1991..
 RT0087
 RT0087.The geoid height was determined by GEOID03.
 RT0087
 RT0087.The dynamic height is computed by dividing the NAVD 88
 RT0087.geopotential number by the normal gravity value computed on the
 RT0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0087.degrees latitude (g = 980.6199 gals.).
 RT0087
 RT0087.The modeled gravity was interpolated from observed gravity values.
 RT0087
 RT0087;                    North         East    Units  Estimated Accuracy
 RT0087;SPC MT       -   211,020.      993,850.      MT  (+/- 180 meters Scaled)
 RT0087
 RT0087                          SUPERSEDED SURVEY CONTROL
 RT0087
 RT0087  NGVD 29 (??/??/92)  964.046  (m)         3162.87   (f) ADJ UNCH    2 0
 RT0087
 RT0087.Superseded values are not recommended for survey control.
 RT0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0087.See file dsdata.txt to determine how the superseded data were derived.
 RT0087
 RT0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL459979(NAD 83)
 RT0087_MARKER: DB = BENCH MARK DISK
 RT0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0087_STAMPING: L 209 1934
 RT0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0087+STABILITY: SURFACE MOTION
 RT0087
 RT0087  HISTORY     - Date     Condition        Report By
 RT0087  HISTORY     - 1934     MONUMENTED       CGS
 RT0087  HISTORY     - 1976     GOOD             USGS
 RT0087
 RT0087                          STATION DESCRIPTION
 RT0087
 RT0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0087'12.5 MI NE FROM EKALAKA.
 RT0087'12.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE
 RT0087'AT EKALAKA, CARTER COUNTY, IN LINE WITH A ROW OF POLES, AND 42 FEET
 RT0087'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 RT0087'L 209 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 RT0087'INCHES ABOVE GROUND.  NOTE-- STATE HIGHWAY 7 HAS BEEN RELOCATED.
 RT0087
 RT0087                          STATION RECOVERY (1976)
 RT0087
 RT0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0087'4.7 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE CARTER COUNTY
 RT0087'COURTHOUSE AT EKALAKA, THEN TAKE GRAVEL ROAD EAST FOR 0.1 MILE THEN
 RT0087'BEAR LEFT AND NORTH ALONG GRAVEL ROAD (THE OLD HIGHWAY) FOR 6.85
 RT0087'MILES TO A CROSSING OVER LITTLE BEAVER CREEK AND CONTINUE ANOTHER 0.9
 RT0087'MILE. BM IS 42 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 RT0087'SOUTHEAST OF THE R.O.W. FENCE. A STANDARD DISK SET IN A CONCRETE
 RT0087'POST, 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0356 ***********************************************************************
 TJ0356  DESIGNATION -  L 21
 TJ0356  PID         -  TJ0356
 TJ0356  STATE/COUNTY-  MT/PHILLIPS
 TJ0356  USGS QUAD   -  BOWDOIN (1984)
 TJ0356
 TJ0356                         *CURRENT SURVEY CONTROL
 TJ0356  ___________________________________________________________________
 TJ0356* NAD 83(1986)-  48 23 58.     (N)    107 34 21.     (W)     SCALED    
 TJ0356* NAVD 88     -       674.350  (meters)    2212.43   (feet)  POSTED    
 TJ0356  ___________________________________________________________________
 TJ0356  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TJ0356  DYNAMIC HT  -         674.440 (meters)    2212.73  (feet)  COMP
 TJ0356  MODELED GRAV-     980,723.4   (mgal)                       NAVD 88
 TJ0356
 TJ0356  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TJ0356
 TJ0356.The horizontal coordinates were scaled from a topographic map and have
 TJ0356.an estimated accuracy of +/- 6 seconds.
 TJ0356
 TJ0356.The orthometric height was determined by differential leveling
 TJ0356.and adjusted by the National Geodetic Survey in 1992..
 TJ0356.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TJ0356.rate of 0.0 thru 1.0 mm/km.
 TJ0356
 TJ0356.The geoid height was determined by GEOID03.
 TJ0356
 TJ0356.The dynamic height is computed by dividing the NAVD 88
 TJ0356.geopotential number by the normal gravity value computed on the
 TJ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0356.degrees latitude (g = 980.6199 gals.).
 TJ0356
 TJ0356.The modeled gravity was interpolated from observed gravity values.
 TJ0356
 TJ0356;                    North         East    Units  Estimated Accuracy
 TJ0356;SPC MT       -   462,850.      742,670.      MT  (+/- 180 meters Scaled)
 TJ0356
 TJ0356                          SUPERSEDED SURVEY CONTROL
 TJ0356
 TJ0356  NGVD 29 (??/??/92)  673.623  (m)         2210.04   (f) ADJ UNCH    1 2
 TJ0356
 TJ0356.Superseded values are not recommended for survey control.
 TJ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0356.See file dsdata.txt to determine how the superseded data were derived.
 TJ0356
 TJ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP095638(NAD 83)
 TJ0356_MARKER: DB = BENCH MARK DISK
 TJ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0356_STAMPING: 2210.045
 TJ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0356+STABILITY: SURFACE MOTION
 TJ0356
 TJ0356  HISTORY     - Date     Condition        Report By
 TJ0356  HISTORY     - UNK      MONUMENTED       CGS
 TJ0356  HISTORY     - 1939     MARK NOT FOUND   DOD
 TJ0356  HISTORY     - 1978     MARK NOT FOUND   USGS
 TJ0356  HISTORY     - 1980     MARK NOT FOUND   NGS
 TJ0356
 TJ0356                          STATION DESCRIPTION
 TJ0356
 TJ0356'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TJ0356'1.2 MI NE FROM BOWDOIN.
 TJ0356'1.2 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM BOWDOIN,
 TJ0356'PHILLIPS COUNTY, 200 FEET WEST OF MILEPOST 329, AND 80 FEET NORTH OF
 TJ0356'THE TRACK.  A STANDARD DISK, STAMPED 2210.045 AND SET IN THE TOP OF A
 TJ0356'CONCRETE POST.  NOTE-- IT IS PROBABLY COVERED WITH SILT DEPOSITED BY
 TJ0356'FLOOD WATERS.
 TJ0356
 TJ0356                          STATION RECOVERY (1978)
 TJ0356
 TJ0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TJ0356'MARK NOT FOUND.
 TJ0356
 TJ0356                          STATION RECOVERY (1980)
 TJ0356
 TJ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TJ0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0292 ***********************************************************************
 QW0292  DESIGNATION -  L 215
 QW0292  PID         -  QW0292
 QW0292  STATE/COUNTY-  MT/CARBON
 QW0292  USGS QUAD   -  RED LODGE EAST (1996)
 QW0292
 QW0292                         *CURRENT SURVEY CONTROL
 QW0292  ___________________________________________________________________
 QW0292* NAD 83(1986)-  45 09 28.     (N)    109 11 17.     (W)     SCALED    
 QW0292* NAVD 88     -      1460.959  (meters)    4793.16   (feet)  POSTED    
 QW0292  ___________________________________________________________________
 QW0292  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 QW0292  DYNAMIC HT  -        1460.350 (meters)    4791.16  (feet)  COMP
 QW0292  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 QW0292
 QW0292  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0292
 QW0292.The horizontal coordinates were scaled from a topographic map and have
 QW0292.an estimated accuracy of +/- 6 seconds.
 QW0292
 QW0292.The orthometric height was determined by differential leveling
 QW0292.and adjusted by the National Geodetic Survey in 1992..
 QW0292.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0292.rate of 1.1 thru 2.0 mm/km.
 QW0292
 QW0292.The geoid height was determined by GEOID03.
 QW0292
 QW0292.The dynamic height is computed by dividing the NAVD 88
 QW0292.geopotential number by the normal gravity value computed on the
 QW0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0292.degrees latitude (g = 980.6199 gals.).
 QW0292
 QW0292.The modeled gravity was interpolated from observed gravity values.
 QW0292
 QW0292;                    North         East    Units  Estimated Accuracy
 QW0292;SPC MT       -   100,950.      624,530.      MT  (+/- 180 meters Scaled)
 QW0292
 QW0292                          SUPERSEDED SURVEY CONTROL
 QW0292
 QW0292  NGVD 29 (??/??/92) 1459.909  (m)         4789.72   (f) ADJ UNCH    2 0
 QW0292
 QW0292.Superseded values are not recommended for survey control.
 QW0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0292.See file dsdata.txt to determine how the superseded data were derived.
 QW0292
 QW0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR424020(NAD 83)
 QW0292_MARKER: DB = BENCH MARK DISK
 QW0292_SETTING: 0 = UNSPECIFIED SETTING
 QW0292_STAMPING: L 215 1934
 QW0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QW0292
 QW0292  HISTORY     - Date     Condition        Report By
 QW0292  HISTORY     - 1934     MONUMENTED       CGS
 QW0292  HISTORY     - 1969     GOOD             USGS
 QW0292
 QW0292                          STATION DESCRIPTION
 QW0292
 QW0292'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QW0292'5.2 MI SE FROM RED LODGE.
 QW0292'TO REACH THE MARK FROM THE POST OFFICE IN BEAR CREEK HEAD WEST ON
 QW0292'STATE HIGHWAY 308 1.8 MILES TO A DEEP CUT ON THE SOUTH SIDE OF THE
 QW0292'HIGHWAY.  MARK IS 44.8 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 QW0292'6.8 FT. HIGHER THAN THE HIGHWAY AND 25 FT. WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0267 ***********************************************************************
 QW0267  DESIGNATION -  L 216
 QW0267  PID         -  QW0267
 QW0267  STATE/COUNTY-  MT/STILLWATER
 QW0267  USGS QUAD   -  ABSAROKEE (1955)
 QW0267
 QW0267                         *CURRENT SURVEY CONTROL
 QW0267  ___________________________________________________________________
 QW0267* NAD 83(1986)-  45 32 14.     (N)    109 24 44.     (W)     SCALED    
 QW0267* NAVD 88     -      1207.365  (meters)    3961.16   (feet)  POSTED    
 QW0267  ___________________________________________________________________
 QW0267  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 QW0267  DYNAMIC HT  -        1207.000 (meters)    3959.97  (feet)  COMP
 QW0267  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 QW0267
 QW0267  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 QW0267
 QW0267.The horizontal coordinates were scaled from a topographic map and have
 QW0267.an estimated accuracy of +/- 6 seconds.
 QW0267
 QW0267.The orthometric height was determined by differential leveling
 QW0267.and adjusted by the National Geodetic Survey in 1992..
 QW0267.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 QW0267.rate of 1.1 thru 2.0 mm/km.
 QW0267
 QW0267.The geoid height was determined by GEOID03.
 QW0267
 QW0267.The dynamic height is computed by dividing the NAVD 88
 QW0267.geopotential number by the normal gravity value computed on the
 QW0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QW0267.degrees latitude (g = 980.6199 gals.).
 QW0267
 QW0267.The modeled gravity was interpolated from observed gravity values.
 QW0267
 QW0267;                    North         East    Units  Estimated Accuracy
 QW0267;SPC MT       -   143,070.      606,850.      MT  (+/- 180 meters Scaled)
 QW0267
 QW0267                          SUPERSEDED SURVEY CONTROL
 QW0267
 QW0267  NGVD 29 (??/??/92) 1206.494  (m)         3958.31   (f) ADJ UNCH    2 0
 QW0267
 QW0267.Superseded values are not recommended for survey control.
 QW0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0267.See file dsdata.txt to determine how the superseded data were derived.
 QW0267
 QW0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR239438(NAD 83)
 QW0267_MARKER: DB = BENCH MARK DISK
 QW0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QW0267_STAMPING: L 216 1934
 QW0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0267+STABILITY: SURFACE MOTION
 QW0267
 QW0267  HISTORY     - Date     Condition        Report By
 QW0267  HISTORY     - 1934     MONUMENTED       CGS
 QW0267
 QW0267                          STATION DESCRIPTION
 QW0267
 QW0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QW0267'11.7 MI SW FROM COLUMBUS.
 QW0267'11.7 MILES SOUTHWEST ALONG THE ROAD LEADING TO RED LODGE FROM
 QW0267'COLUMBUS, STILLWATER COUNTY, 2.2 MILES NORTHEAST OF THE POST OFFICE AT
 QW0267'ABSAROKEE, 102.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE,
 QW0267'19 FEET NORTHEAST OF THE NORTHEAST POST OF A GATE, 45.3 FEET SOUTHEAST
 QW0267'OF THE CENTERLINE OF THE ROAD, 8.7 FEET SOUTHEAST OF A
 QW0267'NORTHEAST-AND-SOUTHWEST FENCE, AND ABOUT 1 FOOT LOWER THAN THE ROAD. A
 QW0267'STANDARD DISK, STAMPED L 216 1934 AND SET IN THE TOP OF A CONCRETE
 QW0267'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RU0157 ***********************************************************************
 RU0157  DESIGNATION -  L 217
 RU0157  PID         -  RU0157
 RU0157  STATE/COUNTY-  MT/ROSEBUD
 RU0157  USGS QUAD   -  SHEEP CREEK CAMP (1971)
 RU0157
 RU0157                         *CURRENT SURVEY CONTROL
 RU0157  ___________________________________________________________________
 RU0157* NAD 83(1986)-  46 05 20.     (N)    106 44 34.     (W)     SCALED    
 RU0157* NAVD 88     -       857.421  (meters)    2813.06   (feet)  ADJUSTED  
 RU0157  ___________________________________________________________________
 RU0157  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 RU0157  DYNAMIC HT  -         857.303 (meters)    2812.67  (feet)  COMP
 RU0157  MODELED GRAV-     980,448.9   (mgal)                       NAVD 88
 RU0157
 RU0157  VERT ORDER  -  SECOND    CLASS 0
 RU0157
 RU0157.The horizontal coordinates were scaled from a topographic map and have
 RU0157.an estimated accuracy of +/- 6 seconds.
 RU0157
 RU0157.The orthometric height was determined by differential leveling
 RU0157.and adjusted by the National Geodetic Survey in June 1991..
 RU0157
 RU0157.The geoid height was determined by GEOID03.
 RU0157
 RU0157.The dynamic height is computed by dividing the NAVD 88
 RU0157.geopotential number by the normal gravity value computed on the
 RU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RU0157.degrees latitude (g = 980.6199 gals.).
 RU0157
 RU0157.The modeled gravity was interpolated from observed gravity values.
 RU0157
 RU0157;                    North         East    Units  Estimated Accuracy
 RU0157;SPC MT       -   208,110.      813,100.      MT  (+/- 180 meters Scaled)
 RU0157
 RU0157                          SUPERSEDED SURVEY CONTROL
 RU0157
 RU0157  NGVD 29 (??/??/92)  856.763  (m)         2810.90   (f) ADJ UNCH    2 0
 RU0157
 RU0157.Superseded values are not recommended for survey control.
 RU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RU0157.See file dsdata.txt to determine how the superseded data were derived.
 RU0157
 RU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCM652054(NAD 83)
 RU0157_MARKER: DB = BENCH MARK DISK
 RU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RU0157_STAMPING: L 217 1934
 RU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RU0157+STABILITY: SURFACE MOTION
 RU0157
 RU0157  HISTORY     - Date     Condition        Report By
 RU0157  HISTORY     - 1934     MONUMENTED       CGS
 RU0157  HISTORY     - 1937     GOOD             NGS
 RU0157
 RU0157                          STATION DESCRIPTION
 RU0157
 RU0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RU0157'15.6 MI N FROM COLSTRIP.
 RU0157'15.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RU0157'AT COLSTRIP, ROSEBUD COUNTY, 1.3 MILES NORTH OF DOWLIN, 185 FEET NORTH
 RU0157'OF A RAILROAD BRIDGE, 50.8 FEET EAST OF THE EAST RAIL, 4.6 FEET EAST
 RU0157'OF A FENCE, AND 3.7 FEET BELOW THE LEVEL OF THE RAIL.  A STANDARD
 RU0157'DISK, STAMPED L 217 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0158 ***********************************************************************
 QU0158  DESIGNATION -  L 218
 QU0158  PID         -  QU0158
 QU0158  STATE/COUNTY-  MT/POWDER RIVER
 QU0158  USGS QUAD   -  BIDDLE (1970)
 QU0158
 QU0158                         *CURRENT SURVEY CONTROL
 QU0158  ___________________________________________________________________
 QU0158* NAD 83(1986)-  45 05 15.     (N)    105 17 59.     (W)     SCALED    
 QU0158* NAVD 88     -      1011.354  (meters)    3318.08   (feet)  ADJUSTED  
 QU0158  ___________________________________________________________________
 QU0158  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 QU0158  DYNAMIC HT  -        1011.093 (meters)    3317.23  (feet)  COMP
 QU0158  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 QU0158
 QU0158  VERT ORDER  -  SECOND    CLASS 0
 QU0158
 QU0158.The horizontal coordinates were scaled from a topographic map and have
 QU0158.an estimated accuracy of +/- 6 seconds.
 QU0158
 QU0158.The orthometric height was determined by differential leveling
 QU0158.and adjusted by the National Geodetic Survey in June 1991..
 QU0158
 QU0158.The geoid height was determined by GEOID03.
 QU0158
 QU0158.The dynamic height is computed by dividing the NAVD 88
 QU0158.geopotential number by the normal gravity value computed on the
 QU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0158.degrees latitude (g = 980.6199 gals.).
 QU0158
 QU0158.The modeled gravity was interpolated from observed gravity values.
 QU0158
 QU0158;                    North         East    Units  Estimated Accuracy
 QU0158;SPC MT       -   101,950.      930,500.      MT  (+/- 180 meters Scaled)
 QU0158
 QU0158                          SUPERSEDED SURVEY CONTROL
 QU0158
 QU0158  NGVD 29 (??/??/92) 1010.736  (m)         3316.06   (f) ADJ UNCH    2 0
 QU0158
 QU0158.Superseded values are not recommended for survey control.
 QU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0158.See file dsdata.txt to determine how the superseded data were derived.
 QU0158
 QU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK764927(NAD 83)
 QU0158_MARKER: DB = BENCH MARK DISK
 QU0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0158_STAMPING: L 218 1934
 QU0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0158+STABILITY: SURFACE MOTION
 QU0158
 QU0158  HISTORY     - Date     Condition        Report By
 QU0158  HISTORY     - 1934     MONUMENTED       CGS
 QU0158  HISTORY     - 1939     GOOD             NGS
 QU0158  HISTORY     - 1985     MARK NOT FOUND   NGS
 QU0158
 QU0158                          STATION DESCRIPTION
 QU0158
 QU0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 QU0158'2.7 MI SE FROM BIDDLE.
 QU0158'2.7 MILES SOUTHEAST ALONG THE ROAD LEADING TO RIDGE FROM BIDDLE,
 QU0158'NEAR THE SOUTH END OF A STRETCH OF ROAD ALONG THE FLOOD FLAT OF
 QU0158'RANCH CREEK, AND 21 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 QU0158'A STANDARD DISK, STAMPED L 218 1934 AND SET IN THE TOP OF A CONCRETE
 QU0158'POST.
 QU0158
 QU0158                          STATION RECOVERY (1985)
 QU0158
 QU0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QU0158'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0008 ***********************************************************************
 TK0008  DESIGNATION -  L 22
 TK0008  PID         -  TK0008
 TK0008  STATE/COUNTY-  MT/PHILLIPS
 TK0008  USGS QUAD   -  DODSON (1964)
 TK0008
 TK0008                         *CURRENT SURVEY CONTROL
 TK0008  ___________________________________________________________________
 TK0008* NAD 83(1986)-  48 23 39.     (N)    108 14 42.     (W)     SCALED    
 TK0008* NAVD 88     -       696.795  (meters)    2286.07   (feet)  ADJUSTED  
 TK0008  ___________________________________________________________________
 TK0008  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TK0008  DYNAMIC HT  -         696.872 (meters)    2286.32  (feet)  COMP
 TK0008  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 TK0008
 TK0008  VERT ORDER  -  FIRST     CLASS II
 TK0008
 TK0008.The horizontal coordinates were scaled from a topographic map and have
 TK0008.an estimated accuracy of +/- 6 seconds.
 TK0008
 TK0008.The orthometric height was determined by differential leveling
 TK0008.and adjusted by the National Geodetic Survey in June 1991..
 TK0008
 TK0008.The geoid height was determined by GEOID03.
 TK0008
 TK0008.The dynamic height is computed by dividing the NAVD 88
 TK0008.geopotential number by the normal gravity value computed on the
 TK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0008.degrees latitude (g = 980.6199 gals.).
 TK0008
 TK0008.The modeled gravity was interpolated from observed gravity values.
 TK0008
 TK0008;                    North         East    Units  Estimated Accuracy
 TK0008;SPC MT       -   461,250.      692,910.      MT  (+/- 180 meters Scaled)
 TK0008
 TK0008                          SUPERSEDED SURVEY CONTROL
 TK0008
 TK0008  NGVD 29 (??/??/92)  696.055  (m)         2283.64   (f) ADJ UNCH    1 2
 TK0008
 TK0008.Superseded values are not recommended for survey control.
 TK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0008.See file dsdata.txt to determine how the superseded data were derived.
 TK0008
 TK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UYU039637(NAD 83)
 TK0008_MARKER: DB = BENCH MARK DISK
 TK0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TK0008_SP_SET: CULVERT
 TK0008_STAMPING: 2283.640
 TK0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TK0008
 TK0008  HISTORY     - Date     Condition        Report By
 TK0008  HISTORY     - UNK      MONUMENTED       CGS
 TK0008  HISTORY     - 1939     GOOD             DOD
 TK0008  HISTORY     - 1964     MARK NOT FOUND   USGS
 TK0008  HISTORY     - 1979     MARK NOT FOUND   NGS
 TK0008
 TK0008                          STATION DESCRIPTION
 TK0008
 TK0008'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 TK0008'IN DODSON.
 TK0008'AT DODSON, PHILLIPS COUNTY, 550 YARDS SOUTH ALONG THE ROAD LEADING TO
 TK0008'ZORTMAN FROM THE GREAT NORTHERN RAILWAY STATION, AT A METAL IRRIGATION
 TK0008'FLUME, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, AND 75 FEET
 TK0008'WEST OF A HIGHWAY BRIDGE OVER THE FLUME AND THE DODSON NORTH CANAL. A
 TK0008'STANDARD DISK, STAMPED 2283.640.
 TK0008
 TK0008                          STATION RECOVERY (1964)
 TK0008
 TK0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TK0008'MARK NOT FOUND.
 TK0008
 TK0008                          STATION RECOVERY (1979)
 TK0008
 TK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0008'NOTE=THE METAL IRRIGATION FLUME MENTIONED IN PREVIOUS DESCRIPTION HAS
 TK0008'BEEN REPLACED WITH A LARGE IRRIGATION CANAL.  MARK WAS PROBABLY
 TK0008'DESTROYED BY CONSTRUCTION OF THIS CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0099 ***********************************************************************
 QV0099  DESIGNATION -  L 220
 QV0099  PID         -  QV0099
 QV0099  STATE/COUNTY-  MT/ROSEBUD
 QV0099  USGS QUAD   -  JIMTOWN (1978)
 QV0099
 QV0099                         *CURRENT SURVEY CONTROL
 QV0099  ___________________________________________________________________
 QV0099* NAD 83(1986)-  45 38 18.     (N)    106 43 25.     (W)     SCALED    
 QV0099* NAVD 88     -       984.335  (meters)    3229.44   (feet)  ADJUSTED  
 QV0099  ___________________________________________________________________
 QV0099  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QV0099  DYNAMIC HT  -         984.117 (meters)    3228.72  (feet)  COMP
 QV0099  MODELED GRAV-     980,361.3   (mgal)                       NAVD 88
 QV0099
 QV0099  VERT ORDER  -  SECOND    CLASS 0
 QV0099
 QV0099.The horizontal coordinates were scaled from a topographic map and have
 QV0099.an estimated accuracy of +/- 6 seconds.
 QV0099
 QV0099.The orthometric height was determined by differential leveling
 QV0099.and adjusted by the National Geodetic Survey in June 1991..
 QV0099
 QV0099.The geoid height was determined by GEOID03.
 QV0099
 QV0099.The dynamic height is computed by dividing the NAVD 88
 QV0099.geopotential number by the normal gravity value computed on the
 QV0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0099.degrees latitude (g = 980.6199 gals.).
 QV0099
 QV0099.The modeled gravity was interpolated from observed gravity values.
 QV0099
 QV0099;                    North         East    Units  Estimated Accuracy
 QV0099;SPC MT       -   158,130.      816,350.      MT  (+/- 180 meters Scaled)
 QV0099
 QV0099                          SUPERSEDED SURVEY CONTROL
 QV0099
 QV0099  NGVD 29 (??/??/92)  983.622  (m)         3227.10   (f) ADJ UNCH    2 0
 QV0099
 QV0099.Superseded values are not recommended for survey control.
 QV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0099.See file dsdata.txt to determine how the superseded data were derived.
 QV0099
 QV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL656553(NAD 83)
 QV0099_MARKER: DB = BENCH MARK DISK
 QV0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0099_STAMPING: L 220 1934
 QV0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0099+STABILITY: SURFACE MOTION
 QV0099
 QV0099  HISTORY     - Date     Condition        Report By
 QV0099  HISTORY     - 1934     MONUMENTED       CGS
 QV0099  HISTORY     - 1957     GOOD             USGS
 QV0099
 QV0099                          STATION DESCRIPTION
 QV0099
 QV0099'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 QV0099'5.4 MI W FROM LAME DEER.
 QV0099'3.1 MILES NORTH-NORTHWEST ALONG THE NEWLY ALIGNED STATE HIGHWAY 8 FROM
 QV0099'LAME DEER, ROSEBUD COUNTY, TO THE JUNCTION OF THE ROAD LEADING TO
 QV0099'COLSTRIP, THENCE 2.3 MILES SOUTHWEST ALONG THE OLD STATE HIGHWAY 8 TO
 QV0099'A DRAIN CROSSING, 500 FEET WEST OF THE INTERSECTION OF THE ROAD AND
 QV0099'THE DRAIN CROSSING, 50 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD
 QV0099'AND 12.5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED L 220
 QV0099'1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.5 FOOT ABOVE
 QV0099'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0009 ***********************************************************************
 QV0009  DESIGNATION -  L 221
 QV0009  PID         -  QV0009
 QV0009  STATE/COUNTY-  MT/ROSEBUD
 QV0009  USGS QUAD   -  ASHLAND (1995)
 QV0009
 QV0009                         *CURRENT SURVEY CONTROL
 QV0009  ___________________________________________________________________
 QV0009* NAD 83(1986)-  45 35 49.     (N)    106 16 34.     (W)     SCALED    
 QV0009* NAVD 88     -       889.265  (meters)    2917.53   (feet)  ADJUSTED  
 QV0009  ___________________________________________________________________
 QV0009  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 QV0009  DYNAMIC HT  -         889.083 (meters)    2916.93  (feet)  COMP
 QV0009  MODELED GRAV-     980,381.8   (mgal)                       NAVD 88
 QV0009
 QV0009  VERT ORDER  -  SECOND    CLASS 0
 QV0009
 QV0009.The horizontal coordinates were scaled from a topographic map and have
 QV0009.an estimated accuracy of +/- 6 seconds.
 QV0009
 QV0009.The orthometric height was determined by differential leveling
 QV0009.and adjusted by the National Geodetic Survey in June 1991..
 QV0009
 QV0009.The geoid height was determined by GEOID03.
 QV0009
 QV0009.The dynamic height is computed by dividing the NAVD 88
 QV0009.geopotential number by the normal gravity value computed on the
 QV0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0009.degrees latitude (g = 980.6199 gals.).
 QV0009
 QV0009.The modeled gravity was interpolated from observed gravity values.
 QV0009
 QV0009;                    North         East    Units  Estimated Accuracy
 QV0009;SPC MT       -   154,870.      851,390.      MT  (+/- 180 meters Scaled)
 QV0009
 QV0009                          SUPERSEDED SURVEY CONTROL
 QV0009
 QV0009  NGVD 29 (??/??/92)  888.589  (m)         2915.31   (f) ADJ UNCH    2 0
 QV0009
 QV0009.Superseded values are not recommended for survey control.
 QV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0009.See file dsdata.txt to determine how the superseded data were derived.
 QV0009
 QV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL004500(NAD 83)
 QV0009_MARKER: DB = BENCH MARK DISK
 QV0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0009_STAMPING: L 221 1934
 QV0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0009+STABILITY: SURFACE MOTION
 QV0009
 QV0009  HISTORY     - Date     Condition        Report By
 QV0009  HISTORY     - 1934     MONUMENTED       CGS
 QV0009  HISTORY     - 1937     GOOD             NGS
 QV0009  HISTORY     - 1966     MARK NOT FOUND   USGS
 QV0009
 QV0009                          STATION DESCRIPTION
 QV0009
 QV0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0009'0.8 MI W FROM ASHLAND.
 QV0009'0.8 MILE WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT ASHLAND,
 QV0009'ROSEBUD COUNTY, 0.2 MILE EAST OF A CHURCH, 150 FEET SOUTHEAST OF
 QV0009'TONGUE RIVER, AND 45.2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 QV0009'STANDARD DISK, STAMPED L 221 1934 AND SET IN THE TOP OF A CONCRETE
 QV0009'POST.
 QV0009
 QV0009                          STATION RECOVERY (1966)
 QV0009
 QV0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QV0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0084 ***********************************************************************
 QV0084  DESIGNATION -  L 222
 QV0084  PID         -  QV0084
 QV0084  STATE/COUNTY-  MT/ROSEBUD
 QV0084  USGS QUAD   -  BIRNEY (1976)
 QV0084
 QV0084                         *CURRENT SURVEY CONTROL
 QV0084  ___________________________________________________________________
 QV0084* NAD 83(1986)-  45 16 43.     (N)    106 36 25.     (W)     SCALED    
 QV0084* NAVD 88     -       972.962  (meters)    3192.13   (feet)  ADJUSTED  
 QV0084  ___________________________________________________________________
 QV0084  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 QV0084  DYNAMIC HT  -         972.710 (meters)    3191.30  (feet)  COMP
 QV0084  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 QV0084
 QV0084  VERT ORDER  -  SECOND    CLASS 0
 QV0084
 QV0084.The horizontal coordinates were scaled from a topographic map and have
 QV0084.an estimated accuracy of +/- 6 seconds.
 QV0084
 QV0084.The orthometric height was determined by differential leveling
 QV0084.and adjusted by the National Geodetic Survey in June 1991..
 QV0084
 QV0084.The geoid height was determined by GEOID03.
 QV0084
 QV0084.The dynamic height is computed by dividing the NAVD 88
 QV0084.geopotential number by the normal gravity value computed on the
 QV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0084.degrees latitude (g = 980.6199 gals.).
 QV0084
 QV0084.The modeled gravity was interpolated from observed gravity values.
 QV0084
 QV0084;                    North         East    Units  Estimated Accuracy
 QV0084;SPC MT       -   118,520.      826,910.      MT  (+/- 180 meters Scaled)
 QV0084
 QV0084                          SUPERSEDED SURVEY CONTROL
 QV0084
 QV0084  NGVD 29 (??/??/92)  972.294  (m)         3189.93   (f) ADJ UNCH    2 0
 QV0084
 QV0084.Superseded values are not recommended for survey control.
 QV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0084.See file dsdata.txt to determine how the superseded data were derived.
 QV0084
 QV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL739151(NAD 83)
 QV0084_MARKER: DB = BENCH MARK DISK
 QV0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0084_STAMPING: L 222 1934
 QV0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0084+STABILITY: SURFACE MOTION
 QV0084
 QV0084  HISTORY     - Date     Condition        Report By
 QV0084  HISTORY     - 1934     MONUMENTED       CGS
 QV0084  HISTORY     - 1942     GOOD             NGS
 QV0084  HISTORY     - 1967     MARK NOT FOUND   USGS
 QV0084
 QV0084                          STATION DESCRIPTION
 QV0084
 QV0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QV0084'6 MI S FROM BIRNEY.
 QV0084'6 MILES SOUTH ALONG THE ROAD LEADING TO DECKER FROM THE POST OFFICE AT
 QV0084'BIRNEY, ROSEBUD COUNTY, OPPOSITE A CLAY BANK, 51 FEET NORTHWEST OF THE
 QV0084'CENTERLINE OF THE ROAD, 16 FEET NORTHWEST OF A FENCE, AND 2 FEET LOWER
 QV0084'THAN THE ROAD.  A STANDARD DISK, STAMPED L 222 1934 AND SET IN THE TOP
 QV0084'OF A CONCRETE POST.  NOTE-- BENCH MARK IS NEAR MOUTH OF SMALL COULEE
 QV0084'THAT DISCHARGES SILT AND DEBRIS DURING EARLY SPRING RUNOFF OR
 QV0084'CLOUDBURSTS AND BENCH MARK WILL EVENTUALLY BE COVERED OVER.
 QV0084
 QV0084                          STATION RECOVERY (1967)
 QV0084
 QV0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QV0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QV0021 ***********************************************************************
 QV0021  DESIGNATION -  L 223
 QV0021  PID         -  QV0021
 QV0021  STATE/COUNTY-  MT/ROSEBUD
 QV0021  USGS QUAD   -  ASHLAND NE (1973)
 QV0021
 QV0021                         *CURRENT SURVEY CONTROL
 QV0021  ___________________________________________________________________
 QV0021* NAD 83(1986)-  45 43 01.     (N)    106 17 58.     (W)     SCALED    
 QV0021* NAVD 88     -       881.358  (meters)    2891.59   (feet)  ADJUSTED  
 QV0021  ___________________________________________________________________
 QV0021  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 QV0021  DYNAMIC HT  -         881.192 (meters)    2891.04  (feet)  COMP
 QV0021  MODELED GRAV-     980,398.2   (mgal)                       NAVD 88
 QV0021
 QV0021  VERT ORDER  -  SECOND    CLASS 0
 QV0021
 QV0021.The horizontal coordinates were scaled from a topographic map and have
 QV0021.an estimated accuracy of +/- 6 seconds.
 QV0021
 QV0021.The orthometric height was determined by differential leveling
 QV0021.and adjusted by the National Geodetic Survey in June 1991..
 QV0021
 QV0021.The geoid height was determined by GEOID03.
 QV0021
 QV0021.The dynamic height is computed by dividing the NAVD 88
 QV0021.geopotential number by the normal gravity value computed on the
 QV0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QV0021.degrees latitude (g = 980.6199 gals.).
 QV0021
 QV0021.The modeled gravity was interpolated from observed gravity values.
 QV0021
 QV0021;                    North         East    Units  Estimated Accuracy
 QV0021;SPC MT       -   168,120.      849,030.      MT  (+/- 180 meters Scaled)
 QV0021
 QV0021                          SUPERSEDED SURVEY CONTROL
 QV0021
 QV0021  NGVD 29 (??/??/92)  880.691  (m)         2889.40   (f) ADJ UNCH    2 0
 QV0021
 QV0021.Superseded values are not recommended for survey control.
 QV0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QV0021.See file dsdata.txt to determine how the superseded data were derived.
 QV0021
 QV0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL988634(NAD 83)
 QV0021_MARKER: DB = BENCH MARK DISK
 QV0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QV0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QV0021_STAMPING: L 223 1934
 QV0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QV0021+STABILITY: SURFACE MOTION
 QV0021
 QV0021  HISTORY     - Date     Condition        Report By
 QV0021  HISTORY     - 1934     MONUMENTED       CGS
 QV0021  HISTORY     - 1937     GOOD             NGS
 QV0021
 QV0021                          STATION DESCRIPTION
 QV0021
 QV0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 QV0021'9.8 MI NW FROM ASHLAND.
 QV0021'9.8 MILES NORTHWEST ALONG THE COUNTY ROAD LEADING TO GARLAND FROM THE
 QV0021'POST OFFICE AT ASHLAND, ROSEBUD COUNTY, 8.3 MILES NORTHWEST OF A
 QV0021'UNITED STATES DEPARTMENT OF INTERIOR BUILDING, AT THE JUNCTION OF THE
 QV0021'ROAD LEADING TO FORSYTH, 65 FEET WEST OF THE CENTERLINE OF THE MAIN
 QV0021'ROAD, AND 33 FEET NORTH OF THE CENTERLINE OF THE FORSYTH ROAD.  A
 QV0021'STANDARD DISK, STAMPED L 223 1934 AND SET IN THE TOP OF A CONCRETE
 QV0021'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0318 ***********************************************************************
 RT0318  DESIGNATION -  L 224
 RT0318  PID         -  RT0318
 RT0318  STATE/COUNTY-  MT/CUSTER
 RT0318  USGS QUAD   -  CIRCLE L CREEK (1969)
 RT0318
 RT0318                         *CURRENT SURVEY CONTROL
 RT0318  ___________________________________________________________________
 RT0318* NAD 83(1986)-  46 09 25.     (N)    105 47 42.     (W)     SCALED    
 RT0318* NAVD 88     -       765.282  (meters)    2510.76   (feet)  ADJUSTED  
 RT0318  ___________________________________________________________________
 RT0318  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RT0318  DYNAMIC HT  -         765.194 (meters)    2510.47  (feet)  COMP
 RT0318  MODELED GRAV-     980,474.3   (mgal)                       NAVD 88
 RT0318
 RT0318  VERT ORDER  -  SECOND    CLASS 0
 RT0318
 RT0318.The horizontal coordinates were scaled from a topographic map and have
 RT0318.an estimated accuracy of +/- 6 seconds.
 RT0318
 RT0318.The orthometric height was determined by differential leveling
 RT0318.and adjusted by the National Geodetic Survey in June 1991..
 RT0318
 RT0318.The geoid height was determined by GEOID03.
 RT0318
 RT0318.The dynamic height is computed by dividing the NAVD 88
 RT0318.geopotential number by the normal gravity value computed on the
 RT0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0318.degrees latitude (g = 980.6199 gals.).
 RT0318
 RT0318.The modeled gravity was interpolated from observed gravity values.
 RT0318
 RT0318;                    North         East    Units  Estimated Accuracy
 RT0318;SPC MT       -   218,680.      885,940.      MT  (+/- 180 meters Scaled)
 RT0318
 RT0318                          SUPERSEDED SURVEY CONTROL
 RT0318
 RT0318  NGVD 29 (??/??/92)  764.630  (m)         2508.62   (f) ADJ UNCH    2 0
 RT0318
 RT0318.Superseded values are not recommended for survey control.
 RT0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0318.See file dsdata.txt to determine how the superseded data were derived.
 RT0318
 RT0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM386117(NAD 83)
 RT0318_MARKER: DB = BENCH MARK DISK
 RT0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0318_STAMPING: L 224 1934
 RT0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0318+STABILITY: SURFACE MOTION
 RT0318
 RT0318  HISTORY     - Date     Condition        Report By
 RT0318  HISTORY     - 1934     MONUMENTED       CGS
 RT0318  HISTORY     - 1969     GOOD             USGS
 RT0318
 RT0318                          STATION DESCRIPTION
 RT0318
 RT0318'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RT0318'13.5 MI SW FROM MILES CITY.
 RT0318'MILES CITY, 13.5 MILES SOUTH OF POST OFFICE, ALONG U.S. HIGHWAY 312 TO
 RT0318'T-RD. SOUTHWEST.  THENCE 7.6 MILE SOUTHWESTERLY ALONG TONGUE RIVER RD.
 RT0318'0.6 MILE SOUTHWEST OF A PRIVATE ROAD LEADING TO A HOUSE, 0.4 MILE
 RT0318'SOUTH OF A WOODEN BRIDGE, ON LEVEL GROUND, 15 PACES SOUTHEAST OF THE
 RT0318'CENTERLINE OF THE ROAD, AND 1 1/2 FEET LOWER THAN THE ROAD.  A
 RT0318'STANDARD DISK, STAMPED L 224 1934 AND SET IN THE TOP OF A CONCRETE
 RT0318'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0222 ***********************************************************************
 QU0222  DESIGNATION -  L 225
 QU0222  PID         -  QU0222
 QU0222  STATE/COUNTY-  MT/POWDER RIVER
 QU0222  USGS QUAD   -  BOX ELDER CREEK (1973)
 QU0222
 QU0222                         *CURRENT SURVEY CONTROL
 QU0222  ___________________________________________________________________
 QU0222* NAD 83(1986)-  45 40 18.     (N)    105 40 34.     (W)     SCALED    
 QU0222* NAVD 88     -      1023.734  (meters)    3358.70   (feet)  ADJUSTED  
 QU0222  ___________________________________________________________________
 QU0222  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 QU0222  DYNAMIC HT  -        1023.522 (meters)    3358.01  (feet)  COMP
 QU0222  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 QU0222
 QU0222  VERT ORDER  -  SECOND    CLASS 0
 QU0222
 QU0222.The horizontal coordinates were scaled from a topographic map and have
 QU0222.an estimated accuracy of +/- 6 seconds.
 QU0222
 QU0222.The orthometric height was determined by differential leveling
 QU0222.and adjusted by the National Geodetic Survey in June 1991..
 QU0222
 QU0222.The geoid height was determined by GEOID03.
 QU0222
 QU0222.The dynamic height is computed by dividing the NAVD 88
 QU0222.geopotential number by the normal gravity value computed on the
 QU0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0222.degrees latitude (g = 980.6199 gals.).
 QU0222
 QU0222.The modeled gravity was interpolated from observed gravity values.
 QU0222
 QU0222;                    North         East    Units  Estimated Accuracy
 QU0222;SPC MT       -   165,270.      897,740.      MT  (+/- 180 meters Scaled)
 QU0222
 QU0222                          SUPERSEDED SURVEY CONTROL
 QU0222
 QU0222  NGVD 29 (??/??/92) 1023.056  (m)         3356.48   (f) ADJ UNCH    2 0
 QU0222
 QU0222.Superseded values are not recommended for survey control.
 QU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0222.See file dsdata.txt to determine how the superseded data were derived.
 QU0222
 QU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDL473577(NAD 83)
 QU0222_MARKER: DB = BENCH MARK DISK
 QU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0222_STAMPING: L 225 1934
 QU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0222+STABILITY: SURFACE MOTION
 QU0222
 QU0222  HISTORY     - Date     Condition        Report By
 QU0222  HISTORY     - 1934     MONUMENTED       CGS
 QU0222  HISTORY     - 1953     GOOD             LOCSUR
 QU0222
 QU0222                          STATION DESCRIPTION
 QU0222
 QU0222'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QU0222'13 MI NW FROM OLIVE.
 QU0222'4.8 MILES NORTH ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE AT
 QU0222'OLIVE, POWDER RIVER COUNTY, THENCE 8.2 MILES WEST ALONG THE
 QU0222'COUNTY ROAD LEADING TO STACEY, ON A FLAT PIECE OF GROUND, 75 FEET
 QU0222'SOUTH OF THE SOUTH EDGE OF A SMALL CREEK, 30.3 FEET SOUTHWEST
 QU0222'OF THE CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE
 QU0222'ROAD.  A STANDARD DISK, STAMPED L 225 1934 AND SET IN THE TOP
 QU0222'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QU0183 ***********************************************************************
 QU0183  DESIGNATION -  L 226
 QU0183  PID         -  QU0183
 QU0183  STATE/COUNTY-  MT/POWDER RIVER
 QU0183  USGS QUAD   -  MOORHEAD (1970)
 QU0183
 QU0183                         *CURRENT SURVEY CONTROL
 QU0183  ___________________________________________________________________
 QU0183* NAD 83(1986)-  45 03 54.     (N)    105 52 16.     (W)     SCALED    
 QU0183* NAVD 88     -      1024.094  (meters)    3359.88   (feet)  ADJUSTED  
 QU0183  ___________________________________________________________________
 QU0183  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QU0183  DYNAMIC HT  -        1023.805 (meters)    3358.93  (feet)  COMP
 QU0183  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 QU0183
 QU0183  VERT ORDER  -  SECOND    CLASS 0
 QU0183
 QU0183.The horizontal coordinates were scaled from a topographic map and have
 QU0183.an estimated accuracy of +/- 6 seconds.
 QU0183
 QU0183.The orthometric height was determined by differential leveling
 QU0183.and adjusted by the National Geodetic Survey in June 1991..
 QU0183
 QU0183.The geoid height was determined by GEOID03.
 QU0183
 QU0183.The dynamic height is computed by dividing the NAVD 88
 QU0183.geopotential number by the normal gravity value computed on the
 QU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0183.degrees latitude (g = 980.6199 gals.).
 QU0183
 QU0183.The modeled gravity was interpolated from observed gravity values.
 QU0183
 QU0183;                    North         East    Units  Estimated Accuracy
 QU0183;SPC MT       -    97,210.      885,690.      MT  (+/- 180 meters Scaled)
 QU0183
 QU0183                          SUPERSEDED SURVEY CONTROL
 QU0183
 QU0183  NGVD 29 (??/??/92) 1023.457  (m)         3357.79   (f) ADJ UNCH    2 0
 QU0183
 QU0183.Superseded values are not recommended for survey control.
 QU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0183.See file dsdata.txt to determine how the superseded data were derived.
 QU0183
 QU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK314905(NAD 83)
 QU0183_MARKER: DB = BENCH MARK DISK
 QU0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QU0183_STAMPING: L 226 1934
 QU0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0183+STABILITY: SURFACE MOTION
 QU0183
 QU0183  HISTORY     - Date     Condition        Report By
 QU0183  HISTORY     - 1934     MONUMENTED       CGS
 QU0183  HISTORY     - 1970     GOOD             USGS
 QU0183
 QU0183                          STATION DESCRIPTION
 QU0183
 QU0183'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QU0183'AT MOORHEAD.
 QU0183'AT MOORHEAD, POWDER RIVER COUNTY, ON A COUNTY ROAD, AT THE OLD
 QU0183'POST OFFICE, 15 FEET NORTH OF THE NORTHEAST CORNER OF THE BUILDING
 QU0183'AND 26 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD.  A STANDARD
 QU0183'DISK STAMPED L 226 1934 SET IN THE TOP OF A CONCRETE POST PROJECTING
 QU0183'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0173 ***********************************************************************
 ST0173  DESIGNATION -  L 227
 ST0173  PID         -  ST0173
 ST0173  STATE/COUNTY-  MT/TETON
 ST0173  USGS QUAD   -  BYNUM RESERVOIR (1987)
 ST0173
 ST0173                         *CURRENT SURVEY CONTROL
 ST0173  ___________________________________________________________________
 ST0173* NAD 83(1986)-  47 53 12.     (N)    112 24 07.     (W)     SCALED    
 ST0173* NAVD 88     -      1304.726  (meters)    4280.59   (feet)  ADJUSTED  
 ST0173  ___________________________________________________________________
 ST0173  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 ST0173  DYNAMIC HT  -        1304.618 (meters)    4280.23  (feet)  COMP
 ST0173  MODELED GRAV-     980,483.0   (mgal)                       NAVD 88
 ST0173
 ST0173  VERT ORDER  -  SECOND    CLASS 0
 ST0173
 ST0173.The horizontal coordinates were scaled from a topographic map and have
 ST0173.an estimated accuracy of +/- 6 seconds.
 ST0173
 ST0173.The orthometric height was determined by differential leveling
 ST0173.and adjusted by the National Geodetic Survey in June 1991..
 ST0173
 ST0173.The geoid height was determined by GEOID03.
 ST0173
 ST0173.The dynamic height is computed by dividing the NAVD 88
 ST0173.geopotential number by the normal gravity value computed on the
 ST0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0173.degrees latitude (g = 980.6199 gals.).
 ST0173
 ST0173.The modeled gravity was interpolated from observed gravity values.
 ST0173
 ST0173;                    North         East    Units  Estimated Accuracy
 ST0173;SPC MT       -   408,120.      383,120.      MT  (+/- 180 meters Scaled)
 ST0173
 ST0173                          SUPERSEDED SURVEY CONTROL
 ST0173
 ST0173  NGVD 29 (??/??/92) 1303.727  (m)         4277.31   (f) ADJ UNCH    2 0
 ST0173
 ST0173.Superseded values are not recommended for survey control.
 ST0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0173.See file dsdata.txt to determine how the superseded data were derived.
 ST0173
 ST0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUU951046(NAD 83)
 ST0173_MARKER: DB = BENCH MARK DISK
 ST0173_SETTING: 66 = SET IN ROCK OUTCROP
 ST0173_SP_SET: OUTCROP
 ST0173_STAMPING: L 227 1961
 ST0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ST0173+STABILITY: POSITION/ELEVATION WELL
 ST0173
 ST0173  HISTORY     - Date     Condition        Report By
 ST0173  HISTORY     - 1961     MONUMENTED       CGS
 ST0173
 ST0173                          STATION DESCRIPTION
 ST0173
 ST0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0173'12.45 MI NW FROM CHOTEAU.
 ST0173'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0173'CHOTEAU, THENCE 7.1 MILES WEST ALONG A GRAVEL ROAD, 0.1 MILE EAST OF
 ST0173'THE CROSSING OF TELEPHONE POLE LINE, ON THE WEST SIDE OF A SMALL
 ST0173'KNOLL, IN THE TOP OF A LARGE FLAT OUTCROP WHICH PROJECTS 1.0 FOOT
 ST0173'ABOVE THE GROUND, 58 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 87 1/2
 ST0173'FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 10.9 FEET SOUTH OF A FENCE,
 ST0173'AND ABOUT 6 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0397 ***********************************************************************
 ST0397  DESIGNATION -  L 228
 ST0397  PID         -  ST0397
 ST0397  STATE/COUNTY-  MT/TETON
 ST0397  USGS QUAD   -  LAKE THEBOE (1995)
 ST0397
 ST0397                         *CURRENT SURVEY CONTROL
 ST0397  ___________________________________________________________________
 ST0397* NAD 83(1986)-  47 48 19.     (N)    112 32 27.     (W)     SCALED    
 ST0397* NAVD 88     -      1395.414  (meters)    4578.12   (feet)  ADJUSTED  
 ST0397  ___________________________________________________________________
 ST0397  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 ST0397  DYNAMIC HT  -        1395.250 (meters)    4577.58  (feet)  COMP
 ST0397  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 ST0397
 ST0397  VERT ORDER  -  SECOND    CLASS 0
 ST0397
 ST0397.The horizontal coordinates were scaled from a topographic map and have
 ST0397.an estimated accuracy of +/- 6 seconds.
 ST0397
 ST0397.The orthometric height was determined by differential leveling
 ST0397.and adjusted by the National Geodetic Survey in June 1991..
 ST0397
 ST0397.The geoid height was determined by GEOID03.
 ST0397
 ST0397.The dynamic height is computed by dividing the NAVD 88
 ST0397.geopotential number by the normal gravity value computed on the
 ST0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0397.degrees latitude (g = 980.6199 gals.).
 ST0397
 ST0397.The modeled gravity was interpolated from observed gravity values.
 ST0397
 ST0397;                    North         East    Units  Estimated Accuracy
 ST0397;SPC MT       -   399,470.      372,400.      MT  (+/- 180 meters Scaled)
 ST0397
 ST0397                          SUPERSEDED SURVEY CONTROL
 ST0397
 ST0397  NGVD 29 (??/??/92) 1394.374  (m)         4574.71   (f) ADJ UNCH    2 0
 ST0397
 ST0397.Superseded values are not recommended for survey control.
 ST0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0397.See file dsdata.txt to determine how the superseded data were derived.
 ST0397
 ST0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT846958(NAD 83)
 ST0397_MARKER: DB = BENCH MARK DISK
 ST0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0397_SP_SET: FOUNDATION
 ST0397_STAMPING: L 228 1961
 ST0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0397
 ST0397  HISTORY     - Date     Condition        Report By
 ST0397  HISTORY     - 1961     MONUMENTED       CGS
 ST0397
 ST0397                          STATION DESCRIPTION
 ST0397
 ST0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0397'24.75 MI W FROM CHOTEAU.
 ST0397'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 ST0397'CHOTEAU, THENCE 9.95 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.05 MILES
 ST0397'SOUTH ALONG A GRAVEL ROAD, THENCE 3.35 MILES WEST ALONG A GRAVEL ROAD,
 ST0397'THENCE 1.05 MILE SOUTH ALONG A GRAVEL ROAD, 26.95 MILES WEST OF THE
 ST0397'TETON HIGH SCHOOL AT CHOTEAU, SET VERTICALLY IN THE SOUTH FACE OF THE
 ST0397'SOUTH CONCRETE FOUNDATION OF A SCHOOL, 0.2 FOOT WEST OF THE SOUTHEAST
 ST0397'CORNER, AND 1.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0038 ***********************************************************************
 ST0038  DESIGNATION -  L 229
 ST0038  PID         -  ST0038
 ST0038  STATE/COUNTY-  MT/TETON
 ST0038  USGS QUAD   -  SEVENMILE HILL (1987)
 ST0038
 ST0038                         *CURRENT SURVEY CONTROL
 ST0038  ___________________________________________________________________
 ST0038* NAD 83(1986)-  47 43 07.     (N)    112 13 29.     (W)     SCALED    
 ST0038* NAVD 88     -      1307.033  (meters)    4288.16   (feet)  ADJUSTED  
 ST0038  ___________________________________________________________________
 ST0038  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 ST0038  DYNAMIC HT  -        1306.904 (meters)    4287.73  (feet)  COMP
 ST0038  MODELED GRAV-     980,467.4   (mgal)                       NAVD 88
 ST0038
 ST0038  VERT ORDER  -  SECOND    CLASS 0
 ST0038
 ST0038.The horizontal coordinates were scaled from a topographic map and have
 ST0038.an estimated accuracy of +/- 6 seconds.
 ST0038
 ST0038.The orthometric height was determined by differential leveling
 ST0038.and adjusted by the National Geodetic Survey in June 1991..
 ST0038
 ST0038.The geoid height was determined by GEOID03.
 ST0038
 ST0038.The dynamic height is computed by dividing the NAVD 88
 ST0038.geopotential number by the normal gravity value computed on the
 ST0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0038.degrees latitude (g = 980.6199 gals.).
 ST0038
 ST0038.The modeled gravity was interpolated from observed gravity values.
 ST0038
 ST0038;                    North         East    Units  Estimated Accuracy
 ST0038;SPC MT       -   388,980.      395,710.      MT  (+/- 180 meters Scaled)
 ST0038
 ST0038                          SUPERSEDED SURVEY CONTROL
 ST0038
 ST0038  NGVD 29 (??/??/92) 1306.043  (m)         4284.91   (f) ADJ UNCH    2 0
 ST0038
 ST0038.Superseded values are not recommended for survey control.
 ST0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0038.See file dsdata.txt to determine how the superseded data were derived.
 ST0038
 ST0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT081857(NAD 83)
 ST0038_MARKER: DB = BENCH MARK DISK
 ST0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0038_STAMPING: L 229 1961
 ST0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0038+STABILITY: SURFACE MOTION
 ST0038
 ST0038  HISTORY     - Date     Condition        Report By
 ST0038  HISTORY     - 1961     MONUMENTED       CGS
 ST0038
 ST0038                          STATION DESCRIPTION
 ST0038
 ST0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0038'7.0 MI S FROM CHOTEAU.
 ST0038'7.0 MILES SOUTH ALONG STATE HIGHWAY 287 FROM THE COURTHOUSE AT
 ST0038'CHOTEAU, 68.7 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.0
 ST0038'FEET SOUTHWEST OF A FENCE, 2.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 ST0038'1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 ST0038'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0129 ***********************************************************************
 ST0129  DESIGNATION -  L 230
 ST0129  PID         -  ST0129
 ST0129  STATE/COUNTY-  MT/TETON
 ST0129  USGS QUAD   -  FREEZEOUT LAKE (1987)
 ST0129
 ST0129                         *CURRENT SURVEY CONTROL
 ST0129  ___________________________________________________________________
 ST0129* NAD 83(1986)-  47 43 46.     (N)    112 05 37.     (W)     SCALED    
 ST0129* NAVD 88     -      1151.209  (meters)    3776.92   (feet)  ADJUSTED  
 ST0129  ___________________________________________________________________
 ST0129  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 ST0129  DYNAMIC HT  -        1151.134 (meters)    3776.68  (feet)  COMP
 ST0129  MODELED GRAV-     980,506.9   (mgal)                       NAVD 88
 ST0129
 ST0129  VERT ORDER  -  SECOND    CLASS 0
 ST0129
 ST0129.The horizontal coordinates were scaled from a topographic map and have
 ST0129.an estimated accuracy of +/- 6 seconds.
 ST0129
 ST0129.The orthometric height was determined by differential leveling
 ST0129.and adjusted by the National Geodetic Survey in June 1991..
 ST0129
 ST0129.The geoid height was determined by GEOID03.
 ST0129
 ST0129.The dynamic height is computed by dividing the NAVD 88
 ST0129.geopotential number by the normal gravity value computed on the
 ST0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0129.degrees latitude (g = 980.6199 gals.).
 ST0129
 ST0129.The modeled gravity was interpolated from observed gravity values.
 ST0129
 ST0129;                    North         East    Units  Estimated Accuracy
 ST0129;SPC MT       -   389,850.      405,580.      MT  (+/- 180 meters Scaled)
 ST0129
 ST0129                          SUPERSEDED SURVEY CONTROL
 ST0129
 ST0129  NGVD 29 (??/??/92) 1150.254  (m)         3773.79   (f) ADJ UNCH    2 0
 ST0129
 ST0129.Superseded values are not recommended for survey control.
 ST0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0129.See file dsdata.txt to determine how the superseded data were derived.
 ST0129
 ST0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT179868(NAD 83)
 ST0129_MARKER: DB = BENCH MARK DISK
 ST0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0129_STAMPING: L 230 1961
 ST0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0129+STABILITY: SURFACE MOTION
 ST0129
 ST0129  HISTORY     - Date     Condition        Report By
 ST0129  HISTORY     - 1961     MONUMENTED       CGS
 ST0129
 ST0129                          STATION DESCRIPTION
 ST0129
 ST0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0129'7.5 MI SE FROM CHOTEAU.
 ST0129'7.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 ST0129'AT CHOTEAU, 0.85 MILE SOUTH OF BENCH MARK S 230, AT EASTHAM JUNCTION,
 ST0129'38.1 FEET NORTHEAST OF THE NORTHEAST RAIL, 111.7 FEET NORTHWEST OF THE
 ST0129'CENTER LINE OF A DIRT ROAD, 11 1/2 FEET SOUTHWEST OF A FENCE, 3.3 FEET
 ST0129'SOUTHEAST OF A TELEPHONE POLE, 2.0 FEET WEST OF A WITNESS POST, ABOUT
 ST0129'1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 ST0129'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1133 ***********************************************************************
 SS1133  DESIGNATION -  L 231
 SS1133  PID         -  SS1133
 SS1133  STATE/COUNTY-  MT/TETON
 SS1133  USGS QUAD   -  COLLINS SE (1987)
 SS1133
 SS1133                         *CURRENT SURVEY CONTROL
 SS1133  ___________________________________________________________________
 SS1133* NAD 83(1986)-  47 47 06.     (N)    111 49 00.     (W)     SCALED    
 SS1133* NAVD 88     -      1163.008  (meters)    3815.64   (feet)  ADJUSTED  
 SS1133  ___________________________________________________________________
 SS1133  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SS1133  DYNAMIC HT  -        1162.951 (meters)    3815.45  (feet)  COMP
 SS1133  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 SS1133
 SS1133  VERT ORDER  -  SECOND    CLASS 0
 SS1133
 SS1133.The horizontal coordinates were scaled from a topographic map and have
 SS1133.an estimated accuracy of +/- 6 seconds.
 SS1133
 SS1133.The orthometric height was determined by differential leveling
 SS1133.and adjusted by the National Geodetic Survey in June 1991..
 SS1133
 SS1133.The geoid height was determined by GEOID03.
 SS1133
 SS1133.The dynamic height is computed by dividing the NAVD 88
 SS1133.geopotential number by the normal gravity value computed on the
 SS1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1133.degrees latitude (g = 980.6199 gals.).
 SS1133
 SS1133.The modeled gravity was interpolated from observed gravity values.
 SS1133
 SS1133;                    North         East    Units  Estimated Accuracy
 SS1133;SPC MT       -   395,370.      426,520.      MT  (+/- 180 meters Scaled)
 SS1133
 SS1133                          SUPERSEDED SURVEY CONTROL
 SS1133
 SS1133  NGVD 29 (??/??/92) 1162.072  (m)         3812.56   (f) ADJ UNCH    2 0
 SS1133
 SS1133.Superseded values are not recommended for survey control.
 SS1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1133.See file dsdata.txt to determine how the superseded data were derived.
 SS1133
 SS1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT388927(NAD 83)
 SS1133_MARKER: DB = BENCH MARK DISK
 SS1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1133_STAMPING: L 231 1961
 SS1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1133+STABILITY: SURFACE MOTION
 SS1133
 SS1133  HISTORY     - Date     Condition        Report By
 SS1133  HISTORY     - 1961     MONUMENTED       CGS
 SS1133
 SS1133                          STATION DESCRIPTION
 SS1133
 SS1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1133'9.35 MI SW FROM DUTTON.
 SS1133'0.35 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1133'DUTTON, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 221, THENCE 4.2
 SS1133'MILES SOUTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A GRAVEL
 SS1133'ROAD, AT THE T JUNCTION OF A DIRT ROAD NORTH, 30 FEET NORTHWEST OF THE
 SS1133'CENTER OF THE JUNCTION, 24 FEET WEST OF THE CENTER LINE OF THE ROAD
 SS1133'NORTH, 38 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 60.3 FEET
 SS1133'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND A CEMETERY,
 SS1133'3.2 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, 2.3 FEET NORTHEAST
 SS1133'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 SS1133'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1194 ***********************************************************************
 SS1194  DESIGNATION -  L 232
 SS1194  PID         -  SS1194
 SS1194  STATE/COUNTY-  MT/TETON
 SS1194  USGS QUAD   -  FAIRFIELD (1983)
 SS1194
 SS1194                         *CURRENT SURVEY CONTROL
 SS1194  ___________________________________________________________________
 SS1194* NAD 83(1986)-  47 36 42.     (N)    111 59 13.     (W)     SCALED    
 SS1194* NAVD 88     -      1217.072  (meters)    3993.01   (feet)  ADJUSTED  
 SS1194  ___________________________________________________________________
 SS1194  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1194  DYNAMIC HT  -        1216.941 (meters)    3992.58  (feet)  COMP
 SS1194  MODELED GRAV-     980,463.4   (mgal)                       NAVD 88
 SS1194
 SS1194  VERT ORDER  -  SECOND    CLASS 0
 SS1194
 SS1194.The horizontal coordinates were scaled from a topographic map and have
 SS1194.an estimated accuracy of +/- 6 seconds.
 SS1194
 SS1194.The orthometric height was determined by differential leveling
 SS1194.and adjusted by the National Geodetic Survey in June 1991..
 SS1194
 SS1194.The geoid height was determined by GEOID03.
 SS1194
 SS1194.The dynamic height is computed by dividing the NAVD 88
 SS1194.geopotential number by the normal gravity value computed on the
 SS1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1194.degrees latitude (g = 980.6199 gals.).
 SS1194
 SS1194.The modeled gravity was interpolated from observed gravity values.
 SS1194
 SS1194;                    North         East    Units  Estimated Accuracy
 SS1194;SPC MT       -   376,510.      413,160.      MT  (+/- 180 meters Scaled)
 SS1194
 SS1194                          SUPERSEDED SURVEY CONTROL
 SS1194
 SS1194  NGVD 29 (??/??/92) 1216.086  (m)         3989.78   (f) ADJ UNCH    2 0
 SS1194
 SS1194.Superseded values are not recommended for survey control.
 SS1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1194.See file dsdata.txt to determine how the superseded data were derived.
 SS1194
 SS1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT258736(NAD 83)
 SS1194_MARKER: DB = BENCH MARK DISK
 SS1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1194_STAMPING: L 232 1961
 SS1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1194+STABILITY: SURFACE MOTION
 SS1194
 SS1194  HISTORY     - Date     Condition        Report By
 SS1194  HISTORY     - 1961     MONUMENTED       CGS
 SS1194  HISTORY     - 1982     GOOD             NGS
 SS1194
 SS1194                          STATION DESCRIPTION
 SS1194
 SS1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1194'0.4 MI S FROM FAIRFIELD.
 SS1194'0.4 MILE WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 SS1194'HIGHWAY 89 AT FAIRFIELD, AT THE SOUTHWEST CITY LIMITS, AT THE JUNCTION
 SS1194'OF A NORTH-SOUTH GRAVEL ROAD, 66 FEET NORTHWEST OF THE CENTER OF THE
 SS1194'JUNCTION, 54 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37 1/2
 SS1194'FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 17.3 FEET NORTH OF THE
 SS1194'NORTH END OF A 24-INCH CONCRETE PIPE CULVERT UNDER HIGHWAY, 7 FEET
 SS1194'WEST NORTHWEST OF POWER LINE POLE 23-33, 7.5 FEET WEST-NORTHWEST OF A
 SS1194'FENCE CORNER, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SS1194'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SS1194'ABOVE THE GROUND.
 SS1194
 SS1194                          STATION RECOVERY (1982)
 SS1194
 SS1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SS1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0260 ***********************************************************************
 ST0260  DESIGNATION -  L 233
 ST0260  PID         -  ST0260
 ST0260  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0260  USGS QUAD   -  GOUCHNOUR RANCH (1963)
 ST0260
 ST0260                         *CURRENT SURVEY CONTROL
 ST0260  ___________________________________________________________________
 ST0260* NAD 83(1986)-  47 26 44.     (N)    112 21 18.     (W)     SCALED    
 ST0260* NAVD 88     -      1267.848  (meters)    4159.60   (feet)  ADJUSTED  
 ST0260  ___________________________________________________________________
 ST0260  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 ST0260  DYNAMIC HT  -        1267.677 (meters)    4159.04  (feet)  COMP
 ST0260  MODELED GRAV-     980,433.9   (mgal)                       NAVD 88
 ST0260
 ST0260  VERT ORDER  -  SECOND    CLASS 0
 ST0260
 ST0260.The horizontal coordinates were scaled from a topographic map and have
 ST0260.an estimated accuracy of +/- 6 seconds.
 ST0260
 ST0260.The orthometric height was determined by differential leveling
 ST0260.and adjusted by the National Geodetic Survey in June 1991..
 ST0260
 ST0260.The geoid height was determined by GEOID03.
 ST0260
 ST0260.The dynamic height is computed by dividing the NAVD 88
 ST0260.geopotential number by the normal gravity value computed on the
 ST0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0260.degrees latitude (g = 980.6199 gals.).
 ST0260
 ST0260.The modeled gravity was interpolated from observed gravity values.
 ST0260
 ST0260;                    North         East    Units  Estimated Accuracy
 ST0260;SPC MT       -   359,000.      384,840.      MT  (+/- 180 meters Scaled)
 ST0260
 ST0260                          SUPERSEDED SURVEY CONTROL
 ST0260
 ST0260  NGVD 29 (??/??/92) 1266.842  (m)         4156.30   (f) ADJ UNCH    2 0
 ST0260
 ST0260.Superseded values are not recommended for survey control.
 ST0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0260.See file dsdata.txt to determine how the superseded data were derived.
 ST0260
 ST0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT978555(NAD 83)
 ST0260_MARKER: DB = BENCH MARK DISK
 ST0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0260_STAMPING: L 233 1961
 ST0260_MARK LOGO: CGS   
 ST0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0260+STABILITY: SURFACE MOTION
 ST0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ST0260+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 ST0260
 ST0260  HISTORY     - Date     Condition        Report By
 ST0260  HISTORY     - 1961     MONUMENTED       CGS
 ST0260  HISTORY     - 19970307 GOOD             NGS
 ST0260
 ST0260                          STATION DESCRIPTION
 ST0260
 ST0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0260'3.85 MI SE FROM AUGUSTA.
 ST0260'3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0260'AUGUSTA, AT THE JUNCTION OF A TRACK DRIVEWAY LEADING SOUTHWEST, 77
 ST0260'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24 1/2 FEET
 ST0260'SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 20.0 FEET SOUTH-
 ST0260'SOUTHEAST OF THE SOUTH CORNER OF A CATTLEGUARD, 3 FEET SOUTHEAST OF
 ST0260'POWER LINE POLE WK 34, 6.3 FEET SOUTHWEST OF A FENCE, 2.3 FEET
 ST0260'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 ST0260'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 ST0260
 ST0260                          STATION RECOVERY (1997)
 ST0260
 ST0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CWW)
 ST0260'3.5 MI (5.6 KM) SOUTH ALONG U.S.  HIGHWAY 287 FROM ITS JUNCTION WITH
 ST0260'STATE HIGHWAY 435, IN AUGUSTA, TO MILEPOST 35, 0.15 MI (0.24 KM) SOUTH
 ST0260'TO A FENCE CORNER AND A DRIVEWAY RIGHT AND THE MARK ON THE RIGHT, 77.2
 ST0260'FT (23.5 M) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 24.6 FT (7.5 M)
 ST0260'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 20.0 FT (6.1 M) SOUTHEAST OF
 ST0260'THE SOUTHWEST CORNER OF A FILLED-IN CATTLE GUARD, 6.3 FT (1.9 M)
 ST0260'SOUTHWEST OF A FENCE, 3.1 FT (0.9 M) SOUTHEAST OF POWER POLE NUMBER
 ST0260'---RT 2-41---, AND 2.3 FT (0.7 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0153 ***********************************************************************
 ST0153  DESIGNATION -  L 234
 ST0153  PID         -  ST0153
 ST0153  STATE/COUNTY-  MT/TETON
 ST0153  USGS QUAD   -  LOWRY (1987)
 ST0153
 ST0153                         *CURRENT SURVEY CONTROL
 ST0153  ___________________________________________________________________
 ST0153* NAD 83(1986)-  47 34 56.     (N)    112 06 58.     (W)     SCALED    
 ST0153* NAVD 88     -      1259.033  (meters)    4130.68   (feet)  ADJUSTED  
 ST0153  ___________________________________________________________________
 ST0153  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 ST0153  DYNAMIC HT  -        1258.886 (meters)    4130.20  (feet)  COMP
 ST0153  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 ST0153
 ST0153  VERT ORDER  -  SECOND    CLASS 0
 ST0153
 ST0153.The horizontal coordinates were scaled from a topographic map and have
 ST0153.an estimated accuracy of +/- 6 seconds.
 ST0153
 ST0153.The orthometric height was determined by differential leveling
 ST0153.and adjusted by the National Geodetic Survey in June 1991..
 ST0153
 ST0153.The geoid height was determined by GEOID03.
 ST0153
 ST0153.The dynamic height is computed by dividing the NAVD 88
 ST0153.geopotential number by the normal gravity value computed on the
 ST0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0153.degrees latitude (g = 980.6199 gals.).
 ST0153
 ST0153.The modeled gravity was interpolated from observed gravity values.
 ST0153
 ST0153;                    North         East    Units  Estimated Accuracy
 ST0153;SPC MT       -   373,550.      403,350.      MT  (+/- 180 meters Scaled)
 ST0153
 ST0153                          SUPERSEDED SURVEY CONTROL
 ST0153
 ST0153  NGVD 29 (??/??/92) 1258.039  (m)         4127.42   (f) ADJ UNCH    2 0
 ST0153
 ST0153.Superseded values are not recommended for survey control.
 ST0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0153.See file dsdata.txt to determine how the superseded data were derived.
 ST0153
 ST0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT160704(NAD 83)
 ST0153_MARKER: DB = BENCH MARK DISK
 ST0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ST0153_SP_SET: CULVERT
 ST0153_STAMPING: L 234 1961
 ST0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ST0153
 ST0153  HISTORY     - Date     Condition        Report By
 ST0153  HISTORY     - 1961     MONUMENTED       CGS
 ST0153
 ST0153                          STATION DESCRIPTION
 ST0153
 ST0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0153'7.95 MI W FROM FAIRFIELD.
 ST0153'7.95 MILES WEST ALONG STATE HIGHWAY 408 FROM THE JUNCTION OF U.S.
 ST0153'HIGHWAY 89 AT FAIRFIELD, AT THE JUNCTION OF A FIELD ROAD LEADING
 ST0153'SOUTH, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF
 ST0153'AN 18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 58 1/2 FEET
 ST0153'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET WEST OF THE
 ST0153'CENTER LINE OF THE ROAD, 12.5 FEET NORTH OF A FENCE, AND ABOUT 1 FOOT
 ST0153'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0337 ***********************************************************************
 ST0337  DESIGNATION -  L 235
 ST0337  PID         -  ST0337
 ST0337  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0337  USGS QUAD   -  BEAN LAKE (1995)
 ST0337
 ST0337                         *CURRENT SURVEY CONTROL
 ST0337  ___________________________________________________________________
 ST0337* NAD 83(1986)-  47 20 09.     (N)    112 22 52.     (W)     SCALED    
 ST0337* NAVD 88     -      1386.673  (meters)    4549.44   (feet)  ADJUSTED  
 ST0337  ___________________________________________________________________
 ST0337  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 ST0337  DYNAMIC HT  -        1386.449 (meters)    4548.71  (feet)  COMP
 ST0337  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 ST0337
 ST0337  VERT ORDER  -  SECOND    CLASS 0
 ST0337
 ST0337.The horizontal coordinates were scaled from a topographic map and have
 ST0337.an estimated accuracy of +/- 6 seconds.
 ST0337
 ST0337.The orthometric height was determined by differential leveling
 ST0337.and adjusted by the National Geodetic Survey in June 1991..
 ST0337
 ST0337.The geoid height was determined by GEOID03.
 ST0337
 ST0337.The dynamic height is computed by dividing the NAVD 88
 ST0337.geopotential number by the normal gravity value computed on the
 ST0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0337.degrees latitude (g = 980.6199 gals.).
 ST0337
 ST0337.The modeled gravity was interpolated from observed gravity values.
 ST0337
 ST0337;                    North         East    Units  Estimated Accuracy
 ST0337;SPC MT       -   346,890.      382,430.      MT  (+/- 180 meters Scaled)
 ST0337
 ST0337                          SUPERSEDED SURVEY CONTROL
 ST0337
 ST0337  NGVD 29 (??/??/92) 1385.649  (m)         4546.08   (f) ADJ UNCH    2 0
 ST0337
 ST0337.Superseded values are not recommended for survey control.
 ST0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0337.See file dsdata.txt to determine how the superseded data were derived.
 ST0337
 ST0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUT956434(NAD 83)
 ST0337_MARKER: DB = BENCH MARK DISK
 ST0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ST0337_SP_SET: ABUTMENT
 ST0337_STAMPING: L 235 1961
 ST0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ST0337
 ST0337  HISTORY     - Date     Condition        Report By
 ST0337  HISTORY     - 1961     MONUMENTED       CGS
 ST0337
 ST0337                          STATION DESCRIPTION
 ST0337
 ST0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0337'15.5 MI S FROM AUGUSTA.
 ST0337'9.15 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0337'AUGUSTA, THENCE 2.95 MILES SOUTHWEST ALONG A PRIVATE ROAD, THENCE 3.4
 ST0337'MILES SOUTHWEST ALONG A COUNTY ROAD, 0.05 MILE EAST OF THE JUNCTION OF
 ST0337'A COUNTY ROAD, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 ST0337'ABUTMENT OF A 6 BY 20 FOOT CONCRETE BRIDGE, 9 FEET SOUTH OF THE CENTER
 ST0337'LINE OF THE ROAD, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0381 ***********************************************************************
 ST0381  DESIGNATION -  L 236
 ST0381  PID         -  ST0381
 ST0381  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0381  USGS QUAD   -  HENRY CREEK (1980)
 ST0381
 ST0381                         *CURRENT SURVEY CONTROL
 ST0381  ___________________________________________________________________
 ST0381* NAD 83(1986)-  47 15 20.     (N)    112 03 12.     (W)     SCALED    
 ST0381* NAVD 88     -      1205.175  (meters)    3953.98   (feet)  ADJUSTED  
 ST0381  ___________________________________________________________________
 ST0381  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 ST0381  DYNAMIC HT  -        1204.998 (meters)    3953.40  (feet)  COMP
 ST0381  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 ST0381
 ST0381  VERT ORDER  -  SECOND    CLASS 0
 ST0381
 ST0381.The horizontal coordinates were scaled from a topographic map and have
 ST0381.an estimated accuracy of +/- 6 seconds.
 ST0381
 ST0381.The orthometric height was determined by differential leveling
 ST0381.and adjusted by the National Geodetic Survey in June 1991..
 ST0381
 ST0381.The geoid height was determined by GEOID03.
 ST0381
 ST0381.The dynamic height is computed by dividing the NAVD 88
 ST0381.geopotential number by the normal gravity value computed on the
 ST0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0381.degrees latitude (g = 980.6199 gals.).
 ST0381
 ST0381.The modeled gravity was interpolated from observed gravity values.
 ST0381
 ST0381;                    North         East    Units  Estimated Accuracy
 ST0381;SPC MT       -   337,120.      406,880.      MT  (+/- 180 meters Scaled)
 ST0381
 ST0381                          SUPERSEDED SURVEY CONTROL
 ST0381
 ST0381  NGVD 29 (??/??/92) 1204.186  (m)         3950.73   (f) ADJ UNCH    2 0
 ST0381
 ST0381.Superseded values are not recommended for survey control.
 ST0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0381.See file dsdata.txt to determine how the superseded data were derived.
 ST0381
 ST0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT203341(NAD 83)
 ST0381_MARKER: DB = BENCH MARK DISK
 ST0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0381_STAMPING: L 236 1961
 ST0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0381+STABILITY: SURFACE MOTION
 ST0381
 ST0381  HISTORY     - Date     Condition        Report By
 ST0381  HISTORY     - 1961     MONUMENTED       CGS
 ST0381
 ST0381                          STATION DESCRIPTION
 ST0381
 ST0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0381'29.3 MI SE FROM AUGUSTA.
 ST0381'25.0 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT
 ST0381'AUGUSTA, THENCE 4.3 MILES NORTHEAST ALONG A COUNTY ROAD, ON THE
 ST0381'OUTSIDE OF A CURVE, 41 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 ST0381'3.1 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST, ABOUT 3
 ST0381'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 ST0381'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1232 ***********************************************************************
 SS1232  DESIGNATION -  L 237
 SS1232  PID         -  SS1232
 SS1232  STATE/COUNTY-  MT/CASCADE
 SS1232  USGS QUAD   -  SUN RIVER (1983)
 SS1232
 SS1232                         *CURRENT SURVEY CONTROL
 SS1232  ___________________________________________________________________
 SS1232* NAD 83(1986)-  47 31 33.     (N)    111 44 01.     (W)     SCALED    
 SS1232* NAVD 88     -      1042.717  (meters)    3420.98   (feet)  ADJUSTED  
 SS1232  ___________________________________________________________________
 SS1232  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 SS1232  DYNAMIC HT  -        1042.642 (meters)    3420.73  (feet)  COMP
 SS1232  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 SS1232
 SS1232  VERT ORDER  -  SECOND    CLASS 0
 SS1232
 SS1232.The horizontal coordinates were scaled from a topographic map and have
 SS1232.an estimated accuracy of +/- 6 seconds.
 SS1232
 SS1232.The orthometric height was determined by differential leveling
 SS1232.and adjusted by the National Geodetic Survey in June 1991..
 SS1232
 SS1232.The geoid height was determined by GEOID03.
 SS1232
 SS1232.The dynamic height is computed by dividing the NAVD 88
 SS1232.geopotential number by the normal gravity value computed on the
 SS1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1232.degrees latitude (g = 980.6199 gals.).
 SS1232
 SS1232.The modeled gravity was interpolated from observed gravity values.
 SS1232
 SS1232;                    North         East    Units  Estimated Accuracy
 SS1232;SPC MT       -   366,400.      431,910.      MT  (+/- 180 meters Scaled)
 SS1232
 SS1232                          SUPERSEDED SURVEY CONTROL
 SS1232
 SS1232  NGVD 29 (??/??/92) 1041.789  (m)         3417.94   (f) ADJ UNCH    2 0
 SS1232
 SS1232.Superseded values are not recommended for survey control.
 SS1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1232.See file dsdata.txt to determine how the superseded data were derived.
 SS1232
 SS1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT447638(NAD 83)
 SS1232_MARKER: DB = BENCH MARK DISK
 SS1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1232_STAMPING: L 237 1961
 SS1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1232+STABILITY: SURFACE MOTION
 SS1232
 SS1232  HISTORY     - Date     Condition        Report By
 SS1232  HISTORY     - 1961     MONUMENTED       CGS
 SS1232
 SS1232                          STATION DESCRIPTION
 SS1232
 SS1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1232'0.85 MI SW FROM SUN RIVER.
 SS1232'0.85 MILE SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT SUN
 SS1232'RIVER, 0.1 MILE SOUTHWEST OF A DRIVEWAY NORTH TO A FARM HOUSE, 29 1/2
 SS1232'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTHEAST OF
 SS1232'TELEPHONE POLE 345, 3.3 FEET SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST
 SS1232'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 SS1232'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0967 ***********************************************************************
 SS0967  DESIGNATION -  L 238
 SS0967  PID         -  SS0967
 SS0967  STATE/COUNTY-  MT/CASCADE
 SS0967  USGS QUAD   -  MOUNT CECELIA (1983)
 SS0967
 SS0967                         *CURRENT SURVEY CONTROL
 SS0967  ___________________________________________________________________
 SS0967* NAD 83(1986)-  47 20 18.     (N)    111 46 07.     (W)     SCALED    
 SS0967* NAVD 88     -      1065.460  (meters)    3495.60   (feet)  ADJUSTED  
 SS0967  ___________________________________________________________________
 SS0967  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 SS0967  DYNAMIC HT  -        1065.357 (meters)    3495.26  (feet)  COMP
 SS0967  MODELED GRAV-     980,480.2   (mgal)                       NAVD 88
 SS0967
 SS0967  VERT ORDER  -  SECOND    CLASS 0
 SS0967
 SS0967.The horizontal coordinates were scaled from a topographic map and have
 SS0967.an estimated accuracy of +/- 6 seconds.
 SS0967
 SS0967.The orthometric height was determined by differential leveling
 SS0967.and adjusted by the National Geodetic Survey in June 1991..
 SS0967
 SS0967.The geoid height was determined by GEOID03.
 SS0967
 SS0967.The dynamic height is computed by dividing the NAVD 88
 SS0967.geopotential number by the normal gravity value computed on the
 SS0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0967.degrees latitude (g = 980.6199 gals.).
 SS0967
 SS0967.The modeled gravity was interpolated from observed gravity values.
 SS0967
 SS0967;                    North         East    Units  Estimated Accuracy
 SS0967;SPC MT       -   345,650.      428,680.      MT  (+/- 180 meters Scaled)
 SS0967
 SS0967                          SUPERSEDED SURVEY CONTROL
 SS0967
 SS0967  NGVD 29 (??/??/92) 1064.525  (m)         3492.53   (f) ADJ UNCH    2 0
 SS0967
 SS0967.Superseded values are not recommended for survey control.
 SS0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0967.See file dsdata.txt to determine how the superseded data were derived.
 SS0967
 SS0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT419430(NAD 83)
 SS0967_MARKER: DB = BENCH MARK DISK
 SS0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0967_STAMPING: L 238 1961
 SS0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0967+STABILITY: SURFACE MOTION
 SS0967
 SS0967  HISTORY     - Date     Condition        Report By
 SS0967  HISTORY     - 1961     MONUMENTED       CGS
 SS0967
 SS0967                          STATION DESCRIPTION
 SS0967
 SS0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0967'16.6 MI S FROM SUN RIVER.
 SS0967'13.25 MILES SOUTH ALONG A ROAD LEADING TO CASCADE FROM THE POST OFFICE
 SS0967'AT SUN RIVER, THENCE 3.35 MILES SOUTHWEST ALONG A PRIVATE TRACK ROAD,
 SS0967'AT A FENCE CORNER, NEAR A GATE, 44 FEET SOUTHEAST OF THE CENTER LINE
 SS0967'OF THE ROAD, 31 FEET SOUTHEAST OF THE CENTER OF THE GATE, 2 FEET WEST
 SS0967'OF FENCE CORNER POST, 1 1/2 FEET SOUTHWEST OF THE FENCE, 1.5 FEET
 SS0967'NORTH-NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 SS0967'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 SS0967'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0900 ***********************************************************************
 SS0900  DESIGNATION -  L 239
 SS0900  PID         -  SS0900
 SS0900  STATE/COUNTY-  MT/CASCADE
 SS0900  USGS QUAD   -  ULM (1994)
 SS0900
 SS0900                         *CURRENT SURVEY CONTROL
 SS0900  ___________________________________________________________________
 SS0900* NAD 83(1986)-  47 24 25.     (N)    111 32 03.     (W)     SCALED    
 SS0900* NAVD 88     -      1020.909  (meters)    3349.43   (feet)  ADJUSTED  
 SS0900  ___________________________________________________________________
 SS0900  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 SS0900  DYNAMIC HT  -        1020.834 (meters)    3349.19  (feet)  COMP
 SS0900  MODELED GRAV-     980,504.4   (mgal)                       NAVD 88
 SS0900
 SS0900  VERT ORDER  -  FIRST     CLASS II
 SS0900
 SS0900.The horizontal coordinates were scaled from a topographic map and have
 SS0900.an estimated accuracy of +/- 6 seconds.
 SS0900
 SS0900.The orthometric height was determined by differential leveling
 SS0900.and adjusted by the National Geodetic Survey in June 1991..
 SS0900
 SS0900.The geoid height was determined by GEOID03.
 SS0900
 SS0900.The dynamic height is computed by dividing the NAVD 88
 SS0900.geopotential number by the normal gravity value computed on the
 SS0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0900.degrees latitude (g = 980.6199 gals.).
 SS0900
 SS0900.The modeled gravity was interpolated from observed gravity values.
 SS0900
 SS0900;                    North         East    Units  Estimated Accuracy
 SS0900;SPC MT       -   352,790.      446,580.      MT  (+/- 180 meters Scaled)
 SS0900
 SS0900                          SUPERSEDED SURVEY CONTROL
 SS0900
 SS0900  NGVD 29 (??/??/92) 1020.006  (m)         3346.47   (f) ADJ UNCH    1 2
 SS0900
 SS0900.Superseded values are not recommended for survey control.
 SS0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0900.See file dsdata.txt to determine how the superseded data were derived.
 SS0900
 SS0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT596505(NAD 83)
 SS0900_MARKER: DB = BENCH MARK DISK
 SS0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0900_STAMPING: L 239 1961
 SS0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0900+STABILITY: SURFACE MOTION
 SS0900
 SS0900  HISTORY     - Date     Condition        Report By
 SS0900  HISTORY     - 1961     MONUMENTED       CGS
 SS0900  HISTORY     - 1979     GOOD             NGS
 SS0900
 SS0900                          STATION DESCRIPTION
 SS0900
 SS0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0900'2.0 MI SW FROM ULM.
 SS0900'2.0 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0900'AT ULM, 8 POLES NORTHEAST OF MILEPOST 132, AT A PRIVATE ROAD CROSSING,
 SS0900'98 FEET NORTH OF THE CENTER OF THE CROSSING, 41 1/2 FEET NORTHWEST OF
 SS0900'THE NORTHWEST RAIL, 79 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT
 SS0900'ROAD, 6.0 FEET SOUTHEAST OF A FENCE, 7 FEET SOUTHWEST OF THE 8TH
 SS0900'TELEPHONE POLE NORTHEAST OF MILEPOST, 1.5 FEET EAST-NORTHEAST OF A
 SS0900'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 SS0900'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SS0900
 SS0900                          STATION RECOVERY (1979)
 SS0900
 SS0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SS0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TK0260 ***********************************************************************
 TK0260  DESIGNATION -  L 24
 TK0260  PID         -  TK0260
 TK0260  STATE/COUNTY-  MT/HILL
 TK0260  USGS QUAD   -  HAVRE (1977)
 TK0260
 TK0260                         *CURRENT SURVEY CONTROL
 TK0260  ___________________________________________________________________
 TK0260* NAD 83(1986)-  48 33 16.     (N)    109 40 42.     (W)     SCALED    
 TK0260* NAVD 88     -       759.312  (meters)    2491.18   (feet)  ADJUSTED  
 TK0260  ___________________________________________________________________
 TK0260  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 TK0260  DYNAMIC HT  -         759.388 (meters)    2491.43  (feet)  COMP
 TK0260  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 TK0260  OBS GRAVITY -     980,688.1   (mgal)                       GRAV_OBS
 TK0260
 TK0260  VERT ORDER  -  FIRST     CLASS II
 TK0260
 TK0260.The horizontal coordinates were scaled from a topographic map and have
 TK0260.an estimated accuracy of +/- 6 seconds.
 TK0260
 TK0260.The orthometric height was determined by differential leveling
 TK0260.and adjusted by the National Geodetic Survey in June 1991..
 TK0260
 TK0260.The geoid height was determined by GEOID03.
 TK0260
 TK0260.The dynamic height is computed by dividing the NAVD 88
 TK0260.geopotential number by the normal gravity value computed on the
 TK0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TK0260.degrees latitude (g = 980.6199 gals.).
 TK0260
 TK0260.The modeled gravity was interpolated from observed gravity values.
 TK0260.The observed gravity was obtained from relative gravimeter ties
 TK0260.to the IGSN71 gravity network.
 TK0260
 TK0260;                    North         East    Units  Estimated Accuracy
 TK0260;SPC MT       -   478,340.      586,840.      MT  (+/- 180 meters Scaled)
 TK0260
 TK0260                          SUPERSEDED SURVEY CONTROL
 TK0260
 TK0260  NGVD 29 (??/??/92)  758.608  (m)         2488.87   (f) ADJ UNCH    1 2
 TK0260
 TK0260.Superseded values are not recommended for survey control.
 TK0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TK0260.See file dsdata.txt to determine how the superseded data were derived.
 TK0260
 TK0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU975787(NAD 83)
 TK0260_MARKER: DB = BENCH MARK DISK
 TK0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TK0260_SP_SET: BUILDING
 TK0260_STAMPING: 2488.925 L 24
 TK0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TK0260
 TK0260  HISTORY     - Date     Condition        Report By
 TK0260  HISTORY     - UNK      MONUMENTED       CGS
 TK0260  HISTORY     - 1953     GOOD             NGS
 TK0260  HISTORY     - 1979     GOOD             NGS
 TK0260
 TK0260                          STATION DESCRIPTION
 TK0260
 TK0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TK0260'IN HAVRE.
 TK0260'AT HAVRE, HILL COUNTY, AT THE GREAT NORTHERN RAILWAY STATION, AND IN
 TK0260'THE BRICK WALL BENEATH THE TICKET-OFFICE WINDOW.  A STANDARD DISK,
 TK0260'STAMPED 2488.925 L 24 AND SET VERTICALLY.
 TK0260
 TK0260                          STATION RECOVERY (1979)
 TK0260
 TK0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TK0260'NOTE=CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1075 ***********************************************************************
 SS1075  DESIGNATION -  L 241
 SS1075  PID         -  SS1075
 SS1075  STATE/COUNTY-  MT/TETON
 SS1075  USGS QUAD   -  POWER (1983)
 SS1075
 SS1075                         *CURRENT SURVEY CONTROL
 SS1075  ___________________________________________________________________
 SS1075* NAD 83(1986)-  47 41 11.     (N)    111 41 59.     (W)     SCALED    
 SS1075* NAVD 88     -      1102.255  (meters)    3616.31   (feet)  ADJUSTED  
 SS1075  ___________________________________________________________________
 SS1075  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 SS1075  DYNAMIC HT  -        1102.178 (meters)    3616.06  (feet)  COMP
 SS1075  MODELED GRAV-     980,504.1   (mgal)                       NAVD 88
 SS1075
 SS1075  VERT ORDER  -  FIRST     CLASS II
 SS1075
 SS1075.The horizontal coordinates were scaled from a topographic map and have
 SS1075.an estimated accuracy of +/- 6 seconds.
 SS1075
 SS1075.The orthometric height was determined by differential leveling
 SS1075.and adjusted by the National Geodetic Survey in June 1991..
 SS1075
 SS1075.The geoid height was determined by GEOID03.
 SS1075
 SS1075.The dynamic height is computed by dividing the NAVD 88
 SS1075.geopotential number by the normal gravity value computed on the
 SS1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1075.degrees latitude (g = 980.6199 gals.).
 SS1075
 SS1075.The modeled gravity was interpolated from observed gravity values.
 SS1075
 SS1075;                    North         East    Units  Estimated Accuracy
 SS1075;SPC MT       -   384,160.      434,960.      MT  (+/- 180 meters Scaled)
 SS1075
 SS1075                          SUPERSEDED SURVEY CONTROL
 SS1075
 SS1075  NGVD 29 (??/??/92) 1101.307  (m)         3613.20   (f) ADJ UNCH    1 2
 SS1075
 SS1075.Superseded values are not recommended for survey control.
 SS1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1075.See file dsdata.txt to determine how the superseded data were derived.
 SS1075
 SS1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT474816(NAD 83)
 SS1075_MARKER: DB = BENCH MARK DISK
 SS1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SS1075_SP_SET: ABUTMENT
 SS1075_STAMPING: L 241 1961
 SS1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SS1075
 SS1075  HISTORY     - Date     Condition        Report By
 SS1075  HISTORY     - 1961     MONUMENTED       CGS
 SS1075
 SS1075                          STATION DESCRIPTION
 SS1075
 SS1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1075'2.5 MI S FROM POWER.
 SS1075'2.5 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SS1075'POWER, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 SS1075'ABUTMENT OF BRIDGE 24.2, 5.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 8.0
 SS1075'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ABUTMENT, AND ABOUT 1 FOOT
 SS1075'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0821 ***********************************************************************
 SS0821  DESIGNATION -  L 242
 SS0821  PID         -  SS0821
 SS0821  STATE/COUNTY-  MT/CASCADE
 SS0821  USGS QUAD   -  MAHONEY HILL (1965)
 SS0821
 SS0821                         *CURRENT SURVEY CONTROL
 SS0821  ___________________________________________________________________
 SS0821* NAD 83(1986)-  47 16 45.     (N)    111 03 31.     (W)     SCALED    
 SS0821* NAVD 88     -      1339.680  (meters)    4395.27   (feet)  ADJUSTED  
 SS0821  ___________________________________________________________________
 SS0821  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 SS0821  DYNAMIC HT  -        1339.514 (meters)    4394.72  (feet)  COMP
 SS0821  MODELED GRAV-     980,441.7   (mgal)                       NAVD 88
 SS0821
 SS0821  VERT ORDER  -  SECOND    CLASS 0
 SS0821
 SS0821.The horizontal coordinates were scaled from a topographic map and have
 SS0821.an estimated accuracy of +/- 6 seconds.
 SS0821
 SS0821.The orthometric height was determined by differential leveling
 SS0821.and adjusted by the National Geodetic Survey in June 1991..
 SS0821
 SS0821.The geoid height was determined by GEOID03.
 SS0821
 SS0821.The dynamic height is computed by dividing the NAVD 88
 SS0821.geopotential number by the normal gravity value computed on the
 SS0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0821.degrees latitude (g = 980.6199 gals.).
 SS0821
 SS0821.The modeled gravity was interpolated from observed gravity values.
 SS0821
 SS0821;                    North         East    Units  Estimated Accuracy
 SS0821;SPC MT       -   337,770.      482,160.      MT  (+/- 180 meters Scaled)
 SS0821
 SS0821                          SUPERSEDED SURVEY CONTROL
 SS0821
 SS0821  NGVD 29 (??/??/92) 1338.726  (m)         4392.14   (f) ADJ UNCH    2 0
 SS0821
 SS0821.Superseded values are not recommended for survey control.
 SS0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0821.See file dsdata.txt to determine how the superseded data were derived.
 SS0821
 SS0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT955361(NAD 83)
 SS0821_MARKER: DB = BENCH MARK DISK
 SS0821_SETTING: 66 = SET IN ROCK OUTCROP
 SS0821_SP_SET: OUTCROP
 SS0821_STAMPING: L 242 1961
 SS0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SS0821+STABILITY: POSITION/ELEVATION WELL
 SS0821
 SS0821  HISTORY     - Date     Condition        Report By
 SS0821  HISTORY     - 1961     MONUMENTED       CGS
 SS0821
 SS0821                          STATION DESCRIPTION
 SS0821
 SS0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0821'13.65 MI SW FROM BELT.
 SS0821'1.45 MILES WEST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0821'OVERPASS AT BELT, THENCE 5.55 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 SS0821'4.5 MILES WEST ALONG A COUNTY ROAD, THENCE 2.15 MILES SOUTH ALONG A
 SS0821'COUNTY ROAD, AT THE JUNCTION OF AN EAST-WEST COUNTY ROAD, IN THE TOP
 SS0821'OF A 3 BY 6-FOOT SANDSTONE OUTCROP WHICH PROJECTS 1/4 FEET ABOVE THE
 SS0821'GROUND, 137 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 98 FEET
 SS0821'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 94 FEET EAST OF THE
 SS0821'CENTER LINE OF THE ROAD NORTH, 16 FEET SOUTH-SOUTHWEST OF A FENCE, 4.0
 SS0821'FEET NORTH-NORTHEAST OF A WITNESS POST, AND ABOUT 3 FEET LOWER THAN
 SS0821'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS1163 ***********************************************************************
 SS1163  DESIGNATION -  L 243
 SS1163  PID         -  SS1163
 SS1163  STATE/COUNTY-  MT/TETON
 SS1163  USGS QUAD   -  VAUGHN NE (1994)
 SS1163
 SS1163                         *CURRENT SURVEY CONTROL
 SS1163  ___________________________________________________________________
 SS1163* NAD 83(1986)-  47 42 44.     (N)    111 33 32.     (W)     SCALED    
 SS1163* NAVD 88     -      1126.243  (meters)    3695.02   (feet)  ADJUSTED  
 SS1163  ___________________________________________________________________
 SS1163  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 SS1163  DYNAMIC HT  -        1126.177 (meters)    3694.80  (feet)  COMP
 SS1163  MODELED GRAV-     980,514.6   (mgal)                       NAVD 88
 SS1163
 SS1163  VERT ORDER  -  SECOND    CLASS 0
 SS1163
 SS1163.The horizontal coordinates were scaled from a topographic map and have
 SS1163.an estimated accuracy of +/- 6 seconds.
 SS1163
 SS1163.The orthometric height was determined by differential leveling
 SS1163.and adjusted by the National Geodetic Survey in June 1991..
 SS1163
 SS1163.The geoid height was determined by GEOID03.
 SS1163
 SS1163.The dynamic height is computed by dividing the NAVD 88
 SS1163.geopotential number by the normal gravity value computed on the
 SS1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS1163.degrees latitude (g = 980.6199 gals.).
 SS1163
 SS1163.The modeled gravity was interpolated from observed gravity values.
 SS1163
 SS1163;                    North         East    Units  Estimated Accuracy
 SS1163;SPC MT       -   386,740.      445,600.      MT  (+/- 180 meters Scaled)
 SS1163
 SS1163                          SUPERSEDED SURVEY CONTROL
 SS1163
 SS1163  NGVD 29 (??/??/92) 1125.315  (m)         3691.97   (f) ADJ UNCH    2 0
 SS1163
 SS1163.Superseded values are not recommended for survey control.
 SS1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS1163.See file dsdata.txt to determine how the superseded data were derived.
 SS1163
 SS1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT580844(NAD 83)
 SS1163_MARKER: DB = BENCH MARK DISK
 SS1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS1163_STAMPING: L 243 1961
 SS1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS1163+STABILITY: SURFACE MOTION
 SS1163
 SS1163  HISTORY     - Date     Condition        Report By
 SS1163  HISTORY     - 1961     MONUMENTED       CGS
 SS1163
 SS1163                          STATION DESCRIPTION
 SS1163
 SS1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS1163'6.3 MI E FROM POWER.
 SS1163'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS1163'STATION AT POWER, AT THE T JUNCTION OF A NORTH-SOUTH COUNTY ROAD, IN
 SS1163'LINE WITH THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST, 20 FEET
 SS1163'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.5 FEET WEST OF A
 SS1163'FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SS1163'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SS1163'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0837 ***********************************************************************
 SS0837  DESIGNATION -  L 244
 SS0837  PID         -  SS0837
 SS0837  STATE/COUNTY-  MT/CASCADE
 SS0837  USGS QUAD   -  SPANISH COULEE SCHOOL (1971)
 SS0837
 SS0837                         *CURRENT SURVEY CONTROL
 SS0837  ___________________________________________________________________
 SS0837* NAD 83(1986)-  47 11 22.     (N)    111 28 27.     (W)     SCALED    
 SS0837* NAVD 88     -      1186.847  (meters)    3893.85   (feet)  ADJUSTED  
 SS0837  ___________________________________________________________________
 SS0837  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 SS0837  DYNAMIC HT  -        1186.688 (meters)    3893.33  (feet)  COMP
 SS0837  MODELED GRAV-     980,438.6   (mgal)                       NAVD 88
 SS0837
 SS0837  VERT ORDER  -  SECOND    CLASS 0
 SS0837
 SS0837.The horizontal coordinates were scaled from a topographic map and have
 SS0837.an estimated accuracy of +/- 6 seconds.
 SS0837
 SS0837.The orthometric height was determined by differential leveling
 SS0837.and adjusted by the National Geodetic Survey in June 1991..
 SS0837
 SS0837.The geoid height was determined by GEOID03.
 SS0837
 SS0837.The dynamic height is computed by dividing the NAVD 88
 SS0837.geopotential number by the normal gravity value computed on the
 SS0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0837.degrees latitude (g = 980.6199 gals.).
 SS0837
 SS0837.The modeled gravity was interpolated from observed gravity values.
 SS0837
 SS0837;                    North         East    Units  Estimated Accuracy
 SS0837;SPC MT       -   328,510.      450,490.      MT  (+/- 180 meters Scaled)
 SS0837
 SS0837                          SUPERSEDED SURVEY CONTROL
 SS0837
 SS0837  NGVD 29 (??/??/92) 1185.891  (m)         3890.71   (f) ADJ UNCH    2 0
 SS0837
 SS0837.Superseded values are not recommended for survey control.
 SS0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0837.See file dsdata.txt to determine how the superseded data were derived.
 SS0837
 SS0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT640263(NAD 83)
 SS0837_MARKER: DB = BENCH MARK DISK
 SS0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0837_STAMPING: L 244 1961
 SS0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0837+STABILITY: SURFACE MOTION
 SS0837
 SS0837  HISTORY     - Date     Condition        Report By
 SS0837  HISTORY     - 1961     MONUMENTED       CGS
 SS0837
 SS0837                          STATION DESCRIPTION
 SS0837
 SS0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0837'4.15 MI W FROM SPANISH COULEE SCHOOL.
 SS0837'0.15 MILE NORTH ALONG A COUNTY ROAD FROM THE SPANISH COULEE SCHOOL,
 SS0837'THENCE 2.55 MILES WEST ALONG A COUNTY ROAD, THENCE 1.45 MILE SOUTHWEST
 SS0837'ALONG A TRACK FIELD ROAD, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SS0837'ROAD, 15 FEET SOUTH OF THE CENTER OF A GATE, 2.0 FEET WEST-SOUTHWEST
 SS0837'OF A T FENCE JUNCTION, 1.5 FEET NORTH-NORTHWEST OF A WITNESS POST,
 SS0837'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SS0837'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0654 ***********************************************************************
 SS0654  DESIGNATION -  L 245
 SS0654  PID         -  SS0654
 SS0654  STATE/COUNTY-  MT/TETON
 SS0654  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0654
 SS0654                         *CURRENT SURVEY CONTROL
 SS0654  ___________________________________________________________________
 SS0654* NAD 83(1986)-  47 45 22.     (N)    111 27 08.     (W)     SCALED    
 SS0654* NAVD 88     -      1163.791  (meters)    3818.20   (feet)  ADJUSTED  
 SS0654  ___________________________________________________________________
 SS0654  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 SS0654  DYNAMIC HT  -        1163.739 (meters)    3818.03  (feet)  COMP
 SS0654  MODELED GRAV-     980,526.7   (mgal)                       NAVD 88
 SS0654
 SS0654  VERT ORDER  -  SECOND    CLASS 0
 SS0654
 SS0654.The horizontal coordinates were scaled from a topographic map and have
 SS0654.an estimated accuracy of +/- 6 seconds.
 SS0654
 SS0654.The orthometric height was determined by differential leveling
 SS0654.and adjusted by the National Geodetic Survey in June 1991..
 SS0654
 SS0654.The geoid height was determined by GEOID03.
 SS0654
 SS0654.The dynamic height is computed by dividing the NAVD 88
 SS0654.geopotential number by the normal gravity value computed on the
 SS0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0654.degrees latitude (g = 980.6199 gals.).
 SS0654
 SS0654.The modeled gravity was interpolated from observed gravity values.
 SS0654
 SS0654;                    North         East    Units  Estimated Accuracy
 SS0654;SPC MT       -   391,420.      453,720.      MT  (+/- 180 meters Scaled)
 SS0654
 SS0654                          SUPERSEDED SURVEY CONTROL
 SS0654
 SS0654  NGVD 29 (??/??/92) 1162.873  (m)         3815.19   (f) ADJ UNCH    2 0
 SS0654
 SS0654.Superseded values are not recommended for survey control.
 SS0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0654.See file dsdata.txt to determine how the superseded data were derived.
 SS0654
 SS0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT661892(NAD 83)
 SS0654_MARKER: DB = BENCH MARK DISK
 SS0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0654_STAMPING: L 245 1961
 SS0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0654+STABILITY: SURFACE MOTION
 SS0654
 SS0654  HISTORY     - Date     Condition        Report By
 SS0654  HISTORY     - 1961     MONUMENTED       CGS
 SS0654
 SS0654                          STATION DESCRIPTION
 SS0654
 SS0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0654'14.5 MI E FROM POWER.
 SS0654'6.3 MILES EAST ALONG A COUNTY ROAD FROM THE GREAT NORTHERN RAILWAY
 SS0654'STATION AT POWER, THENCE 3.1 MILES NORTH ALONG A COUNTY ROAD, THENCE
 SS0654'5.1 MILES EAST ALONG A COUNTY ROAD, AT A RIGHT ANGLE TURN IN A POWER
 SS0654'LINE, AT THE JUNCTION OF A ROAD LEADING NORTH, 44 FEET SOUTHEAST OF
 SS0654'THE CENTER OF THE JUNCTION, 35 FEET SOUTH OF THE CENTER LINE OF THE
 SS0654'ROAD, 24 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD NORTH, 5
 SS0654'FEET WEST OF A POWER LINE POLE WITH 4 GUY WIRES, 2.0 FEET NORTH OF A
 SS0654'WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SS0654'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SS0680 ***********************************************************************
 SS0680  DESIGNATION -  L 246
 SS0680  PID         -  SS0680
 SS0680  STATE/COUNTY-  MT/CHOUTEAU
 SS0680  USGS QUAD   -  TIMBER COULEE SOUTH (1987)
 SS0680
 SS0680                         *CURRENT SURVEY CONTROL
 SS0680  ___________________________________________________________________
 SS0680* NAD 83(1986)-  47 49 41.     (N)    111 24 33.     (W)     SCALED    
 SS0680* NAVD 88     -      1096.170  (meters)    3596.35   (feet)  ADJUSTED  
 SS0680  ___________________________________________________________________
 SS0680  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 SS0680  DYNAMIC HT  -        1096.141 (meters)    3596.26  (feet)  COMP
 SS0680  MODELED GRAV-     980,547.9   (mgal)                       NAVD 88
 SS0680
 SS0680  VERT ORDER  -  SECOND    CLASS 0
 SS0680
 SS0680.The horizontal coordinates were scaled from a topographic map and have
 SS0680.an estimated accuracy of +/- 6 seconds.
 SS0680
 SS0680.The orthometric height was determined by differential leveling
 SS0680.and adjusted by the National Geodetic Survey in June 1991..
 SS0680
 SS0680.The geoid height was determined by GEOID03.
 SS0680
 SS0680.The dynamic height is computed by dividing the NAVD 88
 SS0680.geopotential number by the normal gravity value computed on the
 SS0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SS0680.degrees latitude (g = 980.6199 gals.).
 SS0680
 SS0680.The modeled gravity was interpolated from observed gravity values.
 SS0680
 SS0680;                    North         East    Units  Estimated Accuracy
 SS0680;SPC MT       -   399,330.      457,140.      MT  (+/- 180 meters Scaled)
 SS0680
 SS0680                          SUPERSEDED SURVEY CONTROL
 SS0680
 SS0680  NGVD 29 (??/??/92) 1095.259  (m)         3593.36   (f) ADJ UNCH    2 0
 SS0680
 SS0680.Superseded values are not recommended for survey control.
 SS0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SS0680.See file dsdata.txt to determine how the superseded data were derived.
 SS0680
 SS0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT693972(NAD 83)
 SS0680_MARKER: DB = BENCH MARK DISK
 SS0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SS0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SS0680_STAMPING: L 246 1961
 SS0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SS0680+STABILITY: SURFACE MOTION
 SS0680
 SS0680  HISTORY     - Date     Condition        Report By
 SS0680  HISTORY     - 1961     MONUMENTED       CGS
 SS0680
 SS0680                          STATION DESCRIPTION
 SS0680
 SS0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SS0680'16.45 MI E FROM DUTTON.
 SS0680'0.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SS0680'AT DUTTON, THENCE 15.1 MILES EAST ALONG A COUNTY ROAD, THENCE 1.0 MILE
 SS0680'SOUTH ALONG A COUNTY ROAD, AT A POINT WHERE MAIN ROAD MAKES A RIGHT
 SS0680'ANGLE TURN, 42 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 SS0680'EAST-WEST ROAD, 68 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 22
 SS0680'FEET EAST OF THE CENTER LINE OF THE TRACK ROAD SOUTH, 78 FEET
 SS0680'NORTHWEST OF THE NORTHWEST SIDE OF A METAL GRAIN BIN, 10 FEET EAST OF
 SS0680'A CHOUTEAU COUNTY LINE MARKER, 1.5 FEET NORTH OF A WITNESS POST, ABOUT
 SS0680'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SS0680'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0322 ***********************************************************************
 ST0322  DESIGNATION -  L 247
 ST0322  PID         -  ST0322
 ST0322  STATE/COUNTY-  MT/CASCADE
 ST0322  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0322
 ST0322                         *CURRENT SURVEY CONTROL
 ST0322  ___________________________________________________________________
 ST0322* NAD 83(1986)-  47 22 32.     (N)    112 02 17.     (W)     SCALED    
 ST0322* NAVD 88     -      1216.276  (meters)    3990.40   (feet)  ADJUSTED  
 ST0322  ___________________________________________________________________
 ST0322  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 ST0322  DYNAMIC HT  -        1216.121 (meters)    3989.89  (feet)  COMP
 ST0322  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 ST0322
 ST0322  VERT ORDER  -  SECOND    CLASS 0
 ST0322
 ST0322.The horizontal coordinates were scaled from a topographic map and have
 ST0322.an estimated accuracy of +/- 6 seconds.
 ST0322
 ST0322.The orthometric height was determined by differential leveling
 ST0322.and adjusted by the National Geodetic Survey in June 1991..
 ST0322
 ST0322.The geoid height was determined by GEOID03.
 ST0322
 ST0322.The dynamic height is computed by dividing the NAVD 88
 ST0322.geopotential number by the normal gravity value computed on the
 ST0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0322.degrees latitude (g = 980.6199 gals.).
 ST0322
 ST0322.The modeled gravity was interpolated from observed gravity values.
 ST0322
 ST0322;                    North         East    Units  Estimated Accuracy
 ST0322;SPC MT       -   350,410.      408,470.      MT  (+/- 180 meters Scaled)
 ST0322
 ST0322                          SUPERSEDED SURVEY CONTROL
 ST0322
 ST0322  NGVD 29 (??/??/92) 1215.292  (m)         3987.17   (f) ADJ UNCH    2 0
 ST0322
 ST0322.Superseded values are not recommended for survey control.
 ST0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0322.See file dsdata.txt to determine how the superseded data were derived.
 ST0322
 ST0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT216474(NAD 83)
 ST0322_MARKER: DB = BENCH MARK DISK
 ST0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0322_STAMPING: L 247 1961
 ST0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0322+STABILITY: SURFACE MOTION
 ST0322
 ST0322  HISTORY     - Date     Condition        Report By
 ST0322  HISTORY     - 1961     MONUMENTED       CGS
 ST0322
 ST0322                          STATION DESCRIPTION
 ST0322
 ST0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0322'8.65 MI NE FROM BOWMANS CORNER.
 ST0322'8.65 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0322'HIGHWAY 287 AT BOWMANS CORNER, 10.05 MILES SOUTHWEST OF SIMMS, 56 FEET
 ST0322'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 ST0322'SOUTH-SOUTHWEST OF THE WEST-SOUTHWEST CORNER OF A POLE CORRAL, 11 1/2
 ST0322'FEET SOUTH-SOUTHWEST OF THE CENTER OF A GATE IN FENCE LINE, 1.6 FEET
 ST0322'WEST-NORTHWEST OF A FENCE, 2.5 FEET NORTH-NORTHEAST OF A WITNESS POST,
 ST0322'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 ST0322'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0625 ***********************************************************************
 ST0625  DESIGNATION -  L 247 RESET
 ST0625  PID         -  ST0625
 ST0625  STATE/COUNTY-  MT/CASCADE
 ST0625  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0625
 ST0625                         *CURRENT SURVEY CONTROL
 ST0625  ___________________________________________________________________
 ST0625* NAD 83(1986)-  47 22 32.     (N)    112 02 17.     (W)     SCALED    
 ST0625* NAVD 88     -      1216.04   (meters)    3989.6    (feet)  RESET     
 ST0625  ___________________________________________________________________
 ST0625  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 ST0625
 ST0625  VERT ORDER  -  THIRD
 ST0625
 ST0625.The horizontal coordinates were scaled from a topographic map and have
 ST0625.an estimated accuracy of +/- 6 seconds.
 ST0625
 ST0625.The orthometric height was computed from unverified reset data.
 ST0625.No vertical observational check was made to the station.
 ST0625
 ST0625.The geoid height was determined by GEOID03.
 ST0625
 ST0625;                    North         East    Units  Estimated Accuracy
 ST0625;SPC MT       -   350,410.      408,470.      MT  (+/- 180 meters Scaled)
 ST0625
 ST0625                          SUPERSEDED SURVEY CONTROL
 ST0625
 ST0625  NGVD 29 (03/30/06) 1215.05   (m)         3986.4    (f) RESET       3  
 ST0625
 ST0625.Superseded values are not recommended for survey control.
 ST0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0625.See file dsdata.txt to determine how the superseded data were derived.
 ST0625
 ST0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT216474(NAD 83)
 ST0625_MARKER: DV = VERTICAL CONTROL DISK
 ST0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0625_SP_SET: CONCRETE POST
 ST0625_STAMPING: L 247 RESET 1990
 ST0625_MARK LOGO: NGS   
 ST0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 ST0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0625+STABILITY: SURFACE MOTION
 ST0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ST0625+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ST0625
 ST0625  HISTORY     - Date     Condition        Report By
 ST0625  HISTORY     - 1990     MONUMENTED       NGS
 ST0625
 ST0625                          STATION DESCRIPTION
 ST0625
 ST0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ST0625'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 200 AND U.S. HIGHWAY 287,
 ST0625'IN BOWMANS CORNER, GO NORTHEAST ON STATE HIGHWAY 200 FOR 13.84 KM
 ST0625'(8.60 MI) TO THE STATION ON THE RIGHT,
 ST0625'SET FLUSH AND IS 19.6 M (64.30 FT) SOUTHEAST OF THE
 ST0625'PROPOSED CENTERLINE OF THE NEW HIGHWAY, 6.0 M (19.68 FT)
 ST0625'SOUTH-SOUTHWEST OF THE SOUTH POST OF A GATE, 0.40 M (1.31 FT)
 ST0625'NORTH-NORTHEAST OF A WITNESS POST AND 0.35 M (1.15 FT) WEST OF THE
 ST0625'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ST0311 ***********************************************************************
 ST0311  DESIGNATION -  L 248
 ST0311  PID         -  ST0311
 ST0311  STATE/COUNTY-  MT/LEWIS AND CLARK
 ST0311  USGS QUAD   -  BOWMANS CORNERS NE (1963)
 ST0311
 ST0311                         *CURRENT SURVEY CONTROL
 ST0311  ___________________________________________________________________
 ST0311* NAD 83(1986)-  47 24 02.     (N)    112 05 22.     (W)     SCALED    
 ST0311* NAVD 88     -      1211.189  (meters)    3973.71   (feet)  ADJUSTED  
 ST0311  ___________________________________________________________________
 ST0311  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 ST0311  DYNAMIC HT  -        1211.027 (meters)    3973.18  (feet)  COMP
 ST0311  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 ST0311
 ST0311  VERT ORDER  -  SECOND    CLASS 0
 ST0311
 ST0311.The horizontal coordinates were scaled from a topographic map and have
 ST0311.an estimated accuracy of +/- 6 seconds.
 ST0311
 ST0311.The orthometric height was determined by differential leveling
 ST0311.and adjusted by the National Geodetic Survey in June 1991..
 ST0311
 ST0311.The geoid height was determined by GEOID03.
 ST0311
 ST0311.The dynamic height is computed by dividing the NAVD 88
 ST0311.geopotential number by the normal gravity value computed on the
 ST0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ST0311.degrees latitude (g = 980.6199 gals.).
 ST0311
 ST0311.The modeled gravity was interpolated from observed gravity values.
 ST0311
 ST0311;                    North         East    Units  Estimated Accuracy
 ST0311;SPC MT       -   353,310.      404,680.      MT  (+/- 180 meters Scaled)
 ST0311
 ST0311                          SUPERSEDED SURVEY CONTROL
 ST0311
 ST0311  NGVD 29 (??/??/92) 1210.197  (m)         3970.45   (f) ADJ UNCH    2 0
 ST0311
 ST0311.Superseded values are not recommended for survey control.
 ST0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ST0311.See file dsdata.txt to determine how the superseded data were derived.
 ST0311
 ST0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVT177502(NAD 83)
 ST0311_MARKER: DB = BENCH MARK DISK
 ST0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ST0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ST0311_STAMPING: L 248 1961
 ST0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ST0311+STABILITY: SURFACE MOTION
 ST0311
 ST0311  HISTORY     - Date     Condition        Report By
 ST0311  HISTORY     - 1961     MONUMENTED       CGS
 ST0311
 ST0311                          STATION DESCRIPTION
 ST0311
 ST0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ST0311'11.95 MI N FROM BOWMANS CORNER.
 ST0311'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 ST0311'HIGHWAY 287 AT BOWMANS CORNER, THENCE 4.15 MILES NORTHWEST ALONG A
 ST0311'COUNTY ROAD, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 ST0311'WEST OF A FENCE, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 ST0311'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 ST0311'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0013 ***********************************************************************
 TL0013  DESIGNATION -  L 25
 TL0013  PID         -  TL0013
 TL0013  STATE/COUNTY-  MT/HILL
 TL0013  USGS QUAD   -  GILDFORD (1969)
 TL0013
 TL0013                         *CURRENT SURVEY CONTROL
 TL0013  ___________________________________________________________________
 TL0013* NAD 83(1986)-  48 33 43.     (N)    110 21 50.     (W)     SCALED    
 TL0013* NAVD 88     -       899.804  (meters)    2952.11   (feet)  POSTED    
 TL0013  ___________________________________________________________________
 TL0013  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TL0013  DYNAMIC HT  -         899.880 (meters)    2952.36  (feet)  COMP
 TL0013  MODELED GRAV-     980,660.6   (mgal)                       NAVD 88
 TL0013
 TL0013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TL0013
 TL0013.The horizontal coordinates were scaled from a topographic map and have
 TL0013.an estimated accuracy of +/- 6 seconds.
 TL0013
 TL0013.The orthometric height was determined by differential leveling
 TL0013.and adjusted by the National Geodetic Survey in 1992..
 TL0013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TL0013.rate of 0.0 thru 1.0 mm/km.
 TL0013
 TL0013.The geoid height was determined by GEOID03.
 TL0013
 TL0013.The dynamic height is computed by dividing the NAVD 88
 TL0013.geopotential number by the normal gravity value computed on the
 TL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0013.degrees latitude (g = 980.6199 gals.).
 TL0013
 TL0013.The modeled gravity was interpolated from observed gravity values.
 TL0013
 TL0013;                    North         East    Units  Estimated Accuracy
 TL0013;SPC MT       -   479,510.      536,250.      MT  (+/- 180 meters Scaled)
 TL0013
 TL0013                          SUPERSEDED SURVEY CONTROL
 TL0013
 TL0013  NGVD 29 (??/??/92)  898.938  (m)         2949.27   (f) ADJ UNCH    1 2
 TL0013
 TL0013.Superseded values are not recommended for survey control.
 TL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0013.See file dsdata.txt to determine how the superseded data were derived.
 TL0013
 TL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UWU469789(NAD 83)
 TL0013_MARKER: DB = BENCH MARK DISK
 TL0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TL0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TL0013_STAMPING: 2949.266
 TL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TL0013+STABILITY: SURFACE MOTION
 TL0013
 TL0013  HISTORY     - Date     Condition        Report By
 TL0013  HISTORY     - UNK      MONUMENTED       CGS
 TL0013  HISTORY     - 1948     MARK NOT FOUND   NGS
 TL0013
 TL0013                          STATION DESCRIPTION
 TL0013
 TL0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TL0013'2.75 MI E FROM HINGHAM.
 TL0013'2.75 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TL0013'HINGHAM, HILL COUNTY, NEAR MILEPOST 994, AND 60 FEET NORTH OF THE
 TL0013'TRACK.  A STANDARD DISK, STAMPED 2949.266 AND SET IN THE TOP OF A
 TL0013'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0054 ***********************************************************************
 TH0054  DESIGNATION -  L 250
 TH0054  PID         -  TH0054
 TH0054  STATE/COUNTY-  MT/ROOSEVELT
 TH0054  USGS QUAD   -  BULL BUTTE (1989)
 TH0054
 TH0054                         *CURRENT SURVEY CONTROL
 TH0054  ___________________________________________________________________
 TH0054* NAD 83(1986)-  48 17 17.     (N)    104 02 48.     (W)     SCALED    
 TH0054* NAVD 88     -       766.011  (meters)    2513.15   (feet)  ADJUSTED  
 TH0054  ___________________________________________________________________
 TH0054  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TH0054  DYNAMIC HT  -         766.090 (meters)    2513.41  (feet)  COMP
 TH0054  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 TH0054
 TH0054  VERT ORDER  -  SECOND    CLASS 0
 TH0054
 TH0054.The horizontal coordinates were scaled from a topographic map and have
 TH0054.an estimated accuracy of +/- 6 seconds.
 TH0054
 TH0054.The orthometric height was determined by differential leveling
 TH0054.and adjusted by the National Geodetic Survey in June 1991..
 TH0054
 TH0054.The geoid height was determined by GEOID03.
 TH0054
 TH0054.The dynamic height is computed by dividing the NAVD 88
 TH0054.geopotential number by the normal gravity value computed on the
 TH0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0054.degrees latitude (g = 980.6199 gals.).
 TH0054
 TH0054.The modeled gravity was interpolated from observed gravity values.
 TH0054
 TH0054;                    North         East    Units  Estimated Accuracy
 TH0054;SPC MT       -   462,790.    1,004,210.      MT  (+/- 180 meters Scaled)
 TH0054
 TH0054                          SUPERSEDED SURVEY CONTROL
 TH0054
 TH0054  NGVD 29 (??/??/92)  765.465  (m)         2511.36   (f) ADJ UNCH    2 0
 TH0054
 TH0054.Superseded values are not recommended for survey control.
 TH0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0054.See file dsdata.txt to determine how the superseded data were derived.
 TH0054
 TH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP707487(NAD 83)
 TH0054_MARKER: DB = BENCH MARK DISK
 TH0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0054_STAMPING: L-250 1935
 TH0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0054+STABILITY: SURFACE MOTION
 TH0054
 TH0054  HISTORY     - Date     Condition        Report By
 TH0054  HISTORY     - 1935     MONUMENTED       CGS
 TH0054  HISTORY     - 1970     POOR             LOCSUR
 TH0054
 TH0054                          STATION DESCRIPTION
 TH0054
 TH0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0054'21.3 MI NE FROM BAINVILLE.
 TH0054'21.3 NE OF DEPOT ALONG THE MONTANA-NORTH DAKOTA LINE.  AT TURN OF ROAD
 TH0054'FROM SOUTH TO WEST.  AT SOUTH EAST CORNER OF SEC. 4, T-29, R-59. SET
 TH0054'24 FEET NORTH, THENCE 21 FEET WEST OF CENTERLINE OF PILE OF STONES
 TH0054'MARKING BOUNDARY.  24 FEET WEST, THENCE 2 FEET SOUTH OF RIGHT-OF-WAY
 TH0054'FENCE, IN LINE WITH WEST ROAD LINE FENCE, ACROSS THE ROAD. AT ROAD
 TH0054'LEVEL.  NOTE-- BATTERED BY MOWING MACHINES BUT STILL INTACT.
 TH0054
 TH0054                          STATION RECOVERY (1970)
 TH0054
 TH0054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 TH0054'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0180 ***********************************************************************
 SP0180  DESIGNATION -  L 251
 SP0180  PID         -  SP0180
 SP0180  STATE/COUNTY-  MT/MCCONE
 SP0180  USGS QUAD   -  CIRCLE (1983)
 SP0180
 SP0180                         *CURRENT SURVEY CONTROL
 SP0180  ___________________________________________________________________
 SP0180* NAD 83(1986)-  47 25 26.     (N)    105 36 50.     (W)     SCALED    
 SP0180* NAVD 88     -       747.702  (meters)    2453.09   (feet)  ADJUSTED  
 SP0180  ___________________________________________________________________
 SP0180  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SP0180  DYNAMIC HT  -         747.718 (meters)    2453.14  (feet)  COMP
 SP0180  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 SP0180
 SP0180  VERT ORDER  -  SECOND    CLASS 0
 SP0180
 SP0180.The horizontal coordinates were scaled from a topographic map and have
 SP0180.an estimated accuracy of +/- 6 seconds.
 SP0180
 SP0180.The orthometric height was determined by differential leveling
 SP0180.and adjusted by the National Geodetic Survey in June 1991..
 SP0180
 SP0180.The geoid height was determined by GEOID03.
 SP0180
 SP0180.The dynamic height is computed by dividing the NAVD 88
 SP0180.geopotential number by the normal gravity value computed on the
 SP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0180.degrees latitude (g = 980.6199 gals.).
 SP0180
 SP0180.The modeled gravity was interpolated from observed gravity values.
 SP0180
 SP0180;                    North         East    Units  Estimated Accuracy
 SP0180;SPC MT       -   359,940.      892,930.      MT  (+/- 180 meters Scaled)
 SP0180
 SP0180                          SUPERSEDED SURVEY CONTROL
 SP0180
 SP0180  NGVD 29 (??/??/92)  747.103  (m)         2451.12   (f) ADJ UNCH    2 0
 SP0180
 SP0180.Superseded values are not recommended for survey control.
 SP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0180.See file dsdata.txt to determine how the superseded data were derived.
 SP0180
 SP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN536524(NAD 83)
 SP0180_MARKER: DB = BENCH MARK DISK
 SP0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0180_STAMPING: L 251 1935
 SP0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0180+STABILITY: SURFACE MOTION
 SP0180
 SP0180  HISTORY     - Date     Condition        Report By
 SP0180  HISTORY     - 1935     MONUMENTED       CGS
 SP0180
 SP0180                          STATION DESCRIPTION
 SP0180
 SP0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0180'1.3 MI NW FROM CIRCLE.
 SP0180'1.3 MILES NORTH WEST OF THE LIBRARY.  ALONG THE CIRCLE-WELDON ROAD AT
 SP0180'FENCE CORNER, ABOUT 90 YARDS SOUTHEAST OF SOUTHEAST EDGE OF CREEK
 SP0180'RAVINE.  SET 26 FEET NORTHEAST OF CENTERLINE OF ROAD, 12 FEET NORTH,
 SP0180'THENCE 2 FEET WEST OF RIGHT OF WAY FENCE CORNER, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0181 ***********************************************************************
 SP0181  DESIGNATION -  L 251 RESET
 SP0181  PID         -  SP0181
 SP0181  STATE/COUNTY-  MT/MCCONE
 SP0181  USGS QUAD   -  CIRCLE (1983)
 SP0181
 SP0181                         *CURRENT SURVEY CONTROL
 SP0181  ___________________________________________________________________
 SP0181* NAD 83(1986)-  47 25 26.     (N)    105 36 50.     (W)     SCALED    
 SP0181* NAVD 88     -       747.70   (meters)    2453.1    (feet)  RESET     
 SP0181  ___________________________________________________________________
 SP0181  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SP0181
 SP0181  VERT ORDER  -  THIRD
 SP0181
 SP0181.The horizontal coordinates were scaled from a topographic map and have
 SP0181.an estimated accuracy of +/- 6 seconds.
 SP0181
 SP0181.The orthometric height was computed from unverified reset data.
 SP0181
 SP0181.The geoid height was determined by GEOID03.
 SP0181
 SP0181;                    North         East    Units  Estimated Accuracy
 SP0181;SPC MT       -   359,940.      892,930.      MT  (+/- 180 meters Scaled)
 SP0181
 SP0181                          SUPERSEDED SURVEY CONTROL
 SP0181
 SP0181  NGVD 29 (??/??/??)  747.10   (m)         2451.1    (f) RESET       3  
 SP0181
 SP0181.Superseded values are not recommended for survey control.
 SP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0181.See file dsdata.txt to determine how the superseded data were derived.
 SP0181
 SP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN536524(NAD 83)
 SP0181_MARKER: DB = BENCH MARK DISK
 SP0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0181_STAMPING: L 251 RESET 1937
 SP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0181+STABILITY: SURFACE MOTION
 SP0181
 SP0181  HISTORY     - Date     Condition        Report By
 SP0181  HISTORY     - 1937     MONUMENTED       LOCENG
 SP0181  HISTORY     - 1977     MARK NOT FOUND   USGS
 SP0181
 SP0181                          STATION DESCRIPTION
 SP0181
 SP0181'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 SP0181'1.3 MI NW FROM CIRCLE.
 SP0181'1.3 MILES NORTHWEST ALONG THE WELDON ROAD FROM THE LIBRARY AT CIRCLE,
 SP0181'MCCONE COUNTY, 90 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF A CREEK
 SP0181'RAVINE, 12 FEET NORTH OF THE ORIGINAL LOCATION OF THIS BENCH MARK, AND
 SP0181'12 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 SP0181'STAMPED L 251 RESET 1937 AND SET IN THE TOP OF A CONCRETE POST.
 SP0181
 SP0181                          STATION RECOVERY (1977)
 SP0181
 SP0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0235 ***********************************************************************
 SP0235  DESIGNATION -  L 252
 SP0235  PID         -  SP0235
 SP0235  STATE/COUNTY-  MT/MCCONE
 SP0235  USGS QUAD   -  WELDON (1983)
 SP0235
 SP0235                         *CURRENT SURVEY CONTROL
 SP0235  ___________________________________________________________________
 SP0235* NAD 83(1986)-  47 36 56.     (N)    105 53 52.     (W)     SCALED    
 SP0235* NAVD 88     -       759.986  (meters)    2493.39   (feet)  ADJUSTED  
 SP0235  ___________________________________________________________________
 SP0235  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SP0235  DYNAMIC HT  -         760.019 (meters)    2493.50  (feet)  COMP
 SP0235  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 SP0235
 SP0235  VERT ORDER  -  SECOND    CLASS 0
 SP0235
 SP0235.The horizontal coordinates were scaled from a topographic map and have
 SP0235.an estimated accuracy of +/- 6 seconds.
 SP0235
 SP0235.The orthometric height was determined by differential leveling
 SP0235.and adjusted by the National Geodetic Survey in June 1991..
 SP0235
 SP0235.The geoid height was determined by GEOID03.
 SP0235
 SP0235.The dynamic height is computed by dividing the NAVD 88
 SP0235.geopotential number by the normal gravity value computed on the
 SP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0235.degrees latitude (g = 980.6199 gals.).
 SP0235
 SP0235.The modeled gravity was interpolated from observed gravity values.
 SP0235
 SP0235;                    North         East    Units  Estimated Accuracy
 SP0235;SPC MT       -   380,200.      870,560.      MT  (+/- 180 meters Scaled)
 SP0235
 SP0235                          SUPERSEDED SURVEY CONTROL
 SP0235
 SP0235  NGVD 29 (??/??/92)  759.372  (m)         2491.37   (f) ADJ UNCH    2 0
 SP0235
 SP0235.Superseded values are not recommended for survey control.
 SP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0235.See file dsdata.txt to determine how the superseded data were derived.
 SP0235
 SP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN325739(NAD 83)
 SP0235_MARKER: DB = BENCH MARK DISK
 SP0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0235_STAMPING: L 252 1935
 SP0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0235+STABILITY: SURFACE MOTION
 SP0235
 SP0235  HISTORY     - Date     Condition        Report By
 SP0235  HISTORY     - 1935     MONUMENTED       CGS
 SP0235  HISTORY     - 1973     GOOD             USGS
 SP0235
 SP0235                          STATION DESCRIPTION
 SP0235
 SP0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0235'IN WELDON.
 SP0235'AT WELDON, MCCONE COUNTY, AT THE POST OFFICE, 93 FEET SOUTHWEST OF THE
 SP0235'SOUTHWEST CORNER OF THE BUILDING, 31 FEET WEST OF A POINT 51 FEET
 SP0235'SOUTH OF THE CENTER OF THE JUNCTION OF A T-ROAD, 12 FEET SOUTH OF THE
 SP0235'RIGHT-OF-WAY FENCE CORNER, 2 FEET EAST OF THE FENCE, AND LEVEL WITH
 SP0235'THE ROAD.  A STANDARD DISK, STAMPED L 252 1935 AND SET IN THE TOP OF A
 SP0235'CONCRETE POST.  NOTE-- POST OFFICE DISCONTINUED.  NOW 21.6 MI NW ALONG
 SP0235'HORSE CREEK ROAD FROM CIRCLE, AT WELDON JUNCTION, 300 FEET N AND 35
 SP0235'FEET W OF ROAD JUNCTION, 80 FEET S OF A FENCE CORNER AND 2 FEET LOWER
 SP0235'THAN ROAD.
 SP0235
 SP0235                          STATION RECOVERY (1973)
 SP0235
 SP0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SP0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0067 ***********************************************************************
 SQ0067  DESIGNATION -  L 253
 SQ0067  PID         -  SQ0067
 SQ0067  STATE/COUNTY-  MT/MCCONE
 SQ0067  USGS QUAD   -  SPRING CREEK BAY (1972)
 SQ0067
 SQ0067                         *CURRENT SURVEY CONTROL
 SQ0067  ___________________________________________________________________
 SQ0067* NAD 83(1986)-  47 45 42.     (N)    106 15 09.     (W)     SCALED    
 SQ0067* NAVD 88     -       721.327  (meters)    2366.55   (feet)  ADJUSTED  
 SQ0067  ___________________________________________________________________
 SQ0067  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 SQ0067  DYNAMIC HT  -         721.377 (meters)    2366.72  (feet)  COMP
 SQ0067  MODELED GRAV-     980,657.2   (mgal)                       NAVD 88
 SQ0067
 SQ0067  VERT ORDER  -  SECOND    CLASS 0
 SQ0067
 SQ0067.The horizontal coordinates were scaled from a topographic map and have
 SQ0067.an estimated accuracy of +/- 6 seconds.
 SQ0067
 SQ0067.The orthometric height was determined by differential leveling
 SQ0067.and adjusted by the National Geodetic Survey in June 1991..
 SQ0067
 SQ0067.The geoid height was determined by GEOID03.
 SQ0067
 SQ0067.The dynamic height is computed by dividing the NAVD 88
 SQ0067.geopotential number by the normal gravity value computed on the
 SQ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0067.degrees latitude (g = 980.6199 gals.).
 SQ0067
 SQ0067.The modeled gravity was interpolated from observed gravity values.
 SQ0067
 SQ0067;                    North         East    Units  Estimated Accuracy
 SQ0067;SPC MT       -   395,250.      843,260.      MT  (+/- 180 meters Scaled)
 SQ0067
 SQ0067                          SUPERSEDED SURVEY CONTROL
 SQ0067
 SQ0067  NGVD 29 (??/??/92)  720.707  (m)         2364.52   (f) ADJ UNCH    2 0
 SQ0067
 SQ0067.Superseded values are not recommended for survey control.
 SQ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0067.See file dsdata.txt to determine how the superseded data were derived.
 SQ0067
 SQ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN061905(NAD 83)
 SQ0067_MARKER: DB = BENCH MARK DISK
 SQ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0067_STAMPING: L 253 1935
 SQ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0067+STABILITY: SURFACE MOTION
 SQ0067
 SQ0067  HISTORY     - Date     Condition        Report By
 SQ0067  HISTORY     - 1935     MONUMENTED       CGS
 SQ0067
 SQ0067                          STATION DESCRIPTION
 SQ0067
 SQ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SQ0067'18.2 MI SE FROM HAXBY.
 SQ0067'IN MCCONE COUNTY-- 6.7 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE
 SQ0067'POST OFFICE AT HAXBY, GARFIELD COUNTY, 11.5 MILES SOUTHEAST ALONG THE
 SQ0067'WELDON TRAIL, 3-1/2 MILES SOUTHWEST OF THE NELSON RANCH BUILDINGS, 0.6
 SQ0067'MILE EAST OF THE JUNCTION OF A TRAIL, 375 FEET WEST OF A DRY-WASH
 SQ0067'CROSSING, 21 FEET NORTH OF THE CENTERLINE OF THE TRAIL, AND 6 INCHES
 SQ0067'HIGHER THAN THE TRAIL.  A STANDARD DISK, STAMPED L 253 1935 AND SET IN
 SQ0067'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TJ0328 ***********************************************************************
 TJ0328  DESIGNATION -  L 254
 TJ0328  PID         -  TJ0328
 TJ0328  STATE/COUNTY-  MT/VALLEY
 TJ0328  USGS QUAD   -  SPENCER POINT (1984)
 TJ0328
 TJ0328                         *CURRENT SURVEY CONTROL
 TJ0328  ___________________________________________________________________
 TJ0328* NAD 83(1986)-  48 17 37.     (N)    107 17 07.     (W)     SCALED    
 TJ0328* NAVD 88     -       694.576  (meters)    2278.79   (feet)  ADJUSTED  
 TJ0328  ___________________________________________________________________
 TJ0328  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 TJ0328  DYNAMIC HT  -         694.667 (meters)    2279.09  (feet)  COMP
 TJ0328  MODELED GRAV-     980,720.2   (mgal)                       NAVD 88
 TJ0328
 TJ0328  VERT ORDER  -  SECOND    CLASS 0
 TJ0328
 TJ0328.The horizontal coordinates were scaled from a topographic map and have
 TJ0328.an estimated accuracy of +/- 6 seconds.
 TJ0328
 TJ0328.The orthometric height was determined by differential leveling
 TJ0328.and adjusted by the National Geodetic Survey in June 1991..
 TJ0328
 TJ0328.The geoid height was determined by GEOID03.
 TJ0328
 TJ0328.The dynamic height is computed by dividing the NAVD 88
 TJ0328.geopotential number by the normal gravity value computed on the
 TJ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TJ0328.degrees latitude (g = 980.6199 gals.).
 TJ0328
 TJ0328.The modeled gravity was interpolated from observed gravity values.
 TJ0328
 TJ0328;                    North         East    Units  Estimated Accuracy
 TJ0328;SPC MT       -   451,650.      764,250.      MT  (+/- 180 meters Scaled)
 TJ0328
 TJ0328                          SUPERSEDED SURVEY CONTROL
 TJ0328
 TJ0328  NGVD 29 (??/??/92)  693.888  (m)         2276.53   (f) ADJ UNCH    2 0
 TJ0328
 TJ0328.Superseded values are not recommended for survey control.
 TJ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TJ0328.See file dsdata.txt to determine how the superseded data were derived.
 TJ0328
 TJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UCP305514(NAD 83)
 TJ0328_MARKER: DB = BENCH MARK DISK
 TJ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TJ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TJ0328_STAMPING: L 254 1935
 TJ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TJ0328+STABILITY: SURFACE MOTION
 TJ0328
 TJ0328  HISTORY     - Date     Condition        Report By
 TJ0328  HISTORY     - 1935     MONUMENTED       CGS
 TJ0328  HISTORY     - 1948     GOOD             NGS
 TJ0328
 TJ0328                          STATION DESCRIPTION
 TJ0328
 TJ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TJ0328'13.0 MI S FROM SACO.
 TJ0328'13.0 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 TJ0328'RAILWAY STATION AT SACO, 0.85 MILE SOUTH OF A Y ROAD JUNCTION, 34.0
 TJ0328'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF A
 TJ0328'REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TJ0328'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0299 ***********************************************************************
 SQ0299  DESIGNATION -  L 255
 SQ0299  PID         -  SQ0299
 SQ0299  STATE/COUNTY-  MT/VALLEY
 SQ0299  USGS QUAD   -  WHITE HORSE COULEE (1973)
 SQ0299
 SQ0299                         *CURRENT SURVEY CONTROL
 SQ0299  ___________________________________________________________________
 SQ0299* NAD 83(1986)-  47 59 14.     (N)    107 22 59.     (W)     SCALED    
 SQ0299* NAVD 88     -       758.561  (meters)    2488.71   (feet)  ADJUSTED  
 SQ0299  ___________________________________________________________________
 SQ0299  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 SQ0299  DYNAMIC HT  -         758.612 (meters)    2488.88  (feet)  COMP
 SQ0299  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 SQ0299
 SQ0299  VERT ORDER  -  SECOND    CLASS 0
 SQ0299
 SQ0299.The horizontal coordinates were scaled from a topographic map and have
 SQ0299.an estimated accuracy of +/- 6 seconds.
 SQ0299
 SQ0299.The orthometric height was determined by differential leveling
 SQ0299.and adjusted by the National Geodetic Survey in June 1991..
 SQ0299
 SQ0299.The geoid height was determined by GEOID03.
 SQ0299
 SQ0299.The dynamic height is computed by dividing the NAVD 88
 SQ0299.geopotential number by the normal gravity value computed on the
 SQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0299.degrees latitude (g = 980.6199 gals.).
 SQ0299
 SQ0299.The modeled gravity was interpolated from observed gravity values.
 SQ0299
 SQ0299;                    North         East    Units  Estimated Accuracy
 SQ0299;SPC MT       -   417,410.      757,920.      MT  (+/- 180 meters Scaled)
 SQ0299
 SQ0299                          SUPERSEDED SURVEY CONTROL
 SQ0299
 SQ0299  NGVD 29 (??/??/92)  757.845  (m)         2486.36   (f) ADJ UNCH    2 0
 SQ0299
 SQ0299.Superseded values are not recommended for survey control.
 SQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0299.See file dsdata.txt to determine how the superseded data were derived.
 SQ0299
 SQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCP221176(NAD 83)
 SQ0299_MARKER: DB = BENCH MARK DISK
 SQ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0299_STAMPING: L-255-1935
 SQ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0299+STABILITY: SURFACE MOTION
 SQ0299
 SQ0299  HISTORY     - Date     Condition        Report By
 SQ0299  HISTORY     - 1935     MONUMENTED       CGS
 SQ0299  HISTORY     - 1973     GOOD             USGS
 SQ0299
 SQ0299                          STATION DESCRIPTION
 SQ0299
 SQ0299'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SQ0299'36.5 MI S FROM SACO.
 SQ0299'36.5 MILES SOUTH ALONG THE LARB CREEK ROAD FROM THE GREAT NORTHERN
 SQ0299'RAILWAY STATION AT SACO, 160 FEET WEST OF ROAD 374 FEET SOUTH OF A BLM
 SQ0299'SECTION CORNER MARKER STAMPED S 19, S 20, S 30, S 29, T 26 N, R 34 E,
 SQ0299'SET IN THE TOP OF A CONCRETE POST A STANDARD U.S.C. AND G.S. DISK
 SQ0299'STAMPED L-255-1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SQ0425 ***********************************************************************
 SQ0425  DESIGNATION -  L 256
 SQ0425  PID         -  SQ0425
 SQ0425  STATE/COUNTY-  MT/PHILLIPS
 SQ0425  USGS QUAD   -  SUN PRAIRIE (1987)
 SQ0425
 SQ0425                         *CURRENT SURVEY CONTROL
 SQ0425  ___________________________________________________________________
 SQ0425* NAD 83(1986)-  47 51 26.     (N)    107 44 09.     (W)     SCALED    
 SQ0425* NAVD 88     -       716.049  (meters)    2349.24   (feet)  ADJUSTED  
 SQ0425  ___________________________________________________________________
 SQ0425  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 SQ0425  DYNAMIC HT  -         716.088 (meters)    2349.37  (feet)  COMP
 SQ0425  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 SQ0425
 SQ0425  VERT ORDER  -  SECOND    CLASS 0
 SQ0425
 SQ0425.The horizontal coordinates were scaled from a topographic map and have
 SQ0425.an estimated accuracy of +/- 6 seconds.
 SQ0425
 SQ0425.The orthometric height was determined by differential leveling
 SQ0425.and adjusted by the National Geodetic Survey in June 1991..
 SQ0425
 SQ0425.The geoid height was determined by GEOID03.
 SQ0425
 SQ0425.The dynamic height is computed by dividing the NAVD 88
 SQ0425.geopotential number by the normal gravity value computed on the
 SQ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SQ0425.degrees latitude (g = 980.6199 gals.).
 SQ0425
 SQ0425.The modeled gravity was interpolated from observed gravity values.
 SQ0425
 SQ0425;                    North         East    Units  Estimated Accuracy
 SQ0425;SPC MT       -   402,310.      731,940.      MT  (+/- 180 meters Scaled)
 SQ0425
 SQ0425                          SUPERSEDED SURVEY CONTROL
 SQ0425
 SQ0425  NGVD 29 (??/??/92)  715.315  (m)         2346.83   (f) ADJ UNCH    2 0
 SQ0425
 SQ0425.Superseded values are not recommended for survey control.
 SQ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SQ0425.See file dsdata.txt to determine how the superseded data were derived.
 SQ0425
 SQ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBP953040(NAD 83)
 SQ0425_MARKER: DB = BENCH MARK DISK
 SQ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SQ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SQ0425_STAMPING: L 256 1935
 SQ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SQ0425+STABILITY: SURFACE MOTION
 SQ0425
 SQ0425  HISTORY     - Date     Condition        Report By
 SQ0425  HISTORY     - 1935     MONUMENTED       CGS
 SQ0425  HISTORY     - 1965     GOOD             USGS
 SQ0425
 SQ0425                          STATION DESCRIPTION
 SQ0425
 SQ0425'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SQ0425'1.7 MI NE FROM SUN PRAIRIE.
 SQ0425'SUN PRAIRIE CEMETERY.  0.9 MILES NORTH ALONG GRADED GRAVEL ROAD TO
 SQ0425'HOLZHEY RANCH, THENCE 0.8 MILES NORTH EAST ALONG TRACK ROAD TO E-W
 SQ0425'FENCE, THENCE EAST 0.4 MILES ALONG NORTH SIDE OF FENCE.  64 FT NORTH
 SQ0425'AND 32 FT WEST OF T-FENCE WEST.  A STANDARD DISK SET IN TOP OF A
 SQ0425'CONCRETE POST AND PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0177 ***********************************************************************
 SP0177  DESIGNATION -  L 257
 SP0177  PID         -  SP0177
 SP0177  STATE/COUNTY-  MT/PRAIRIE
 SP0177  USGS QUAD   -  DIAMOND G BUTTE (1983)
 SP0177
 SP0177                         *CURRENT SURVEY CONTROL
 SP0177  ___________________________________________________________________
 SP0177* NAD 83(1986)-  47 02 58.     (N)    105 20 46.     (W)     SCALED    
 SP0177* NAVD 88     -       869.922  (meters)    2854.07   (feet)  ADJUSTED  
 SP0177  ___________________________________________________________________
 SP0177  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 SP0177  DYNAMIC HT  -         869.894 (meters)    2853.98  (feet)  COMP
 SP0177  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 SP0177
 SP0177  VERT ORDER  -  SECOND    CLASS 0
 SP0177
 SP0177.The horizontal coordinates were scaled from a topographic map and have
 SP0177.an estimated accuracy of +/- 6 seconds.
 SP0177
 SP0177.The orthometric height was determined by differential leveling
 SP0177.and adjusted by the National Geodetic Survey in June 1991..
 SP0177
 SP0177.The geoid height was determined by GEOID03.
 SP0177
 SP0177.The dynamic height is computed by dividing the NAVD 88
 SP0177.geopotential number by the normal gravity value computed on the
 SP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0177.degrees latitude (g = 980.6199 gals.).
 SP0177
 SP0177.The modeled gravity was interpolated from observed gravity values.
 SP0177
 SP0177;                    North         East    Units  Estimated Accuracy
 SP0177;SPC MT       -   319,430.      915,300.      MT  (+/- 180 meters Scaled)
 SP0177
 SP0177                          SUPERSEDED SURVEY CONTROL
 SP0177
 SP0177  NGVD 29 (??/??/92)  869.311  (m)         2852.06   (f) ADJ UNCH    2 0
 SP0177
 SP0177.Superseded values are not recommended for survey control.
 SP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0177.See file dsdata.txt to determine how the superseded data were derived.
 SP0177
 SP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDN737107(NAD 83)
 SP0177_MARKER: DB = BENCH MARK DISK
 SP0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0177_STAMPING: L-257 1935
 SP0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0177+STABILITY: SURFACE MOTION
 SP0177
 SP0177  HISTORY     - Date     Condition        Report By
 SP0177  HISTORY     - 1935     MONUMENTED       CGS
 SP0177  HISTORY     - 1977     POOR             USGS
 SP0177
 SP0177                          STATION DESCRIPTION
 SP0177
 SP0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SP0177'11.8 MI SW FROM UNION.
 SP0177'ALONG ROADS.  0.6 MILES SOUTH OF UNION, THENCE 1.1 MILES WEST, THENCE
 SP0177'6.1 MILES SOUTH, THENCE 1.0 MILES WEST, THENCE 3 MILES SOUTH.  AT
 SP0177'SECTION LINE.  ABOUT 0.3 MILES WEST OF ONE STORY FARM HOUSE.  1.0 MILE
 SP0177'NORTH OF RANGE OF HILLS.  36 FEET WEST OF CENTERLINE OF THE ROAD. 2
 SP0177'FEET EAST OF RIGHT-OF-WAY FENCE.  IN LINE WITH LINE FENCE TO WEST. 2.5
 SP0177'FEET ABOVE LEVEL OF THE ROAD.
 SP0177
 SP0177                          STATION RECOVERY (1977)
 SP0177
 SP0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SP0177'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0362 ***********************************************************************
 RT0362  DESIGNATION -  L 258
 RT0362  PID         -  RT0362
 RT0362  STATE/COUNTY-  MT/PRAIRIE
 RT0362  USGS QUAD   -  COMBS RANCH (1965)
 RT0362
 RT0362                         *CURRENT SURVEY CONTROL
 RT0362  ___________________________________________________________________
 RT0362* NAD 83(1986)-  46 55 06.     (N)    105 58 55.     (W)     SCALED    
 RT0362* NAVD 88     -       868.405  (meters)    2849.09   (feet)  ADJUSTED  
 RT0362  ___________________________________________________________________
 RT0362  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RT0362  DYNAMIC HT  -         868.358 (meters)    2848.94  (feet)  COMP
 RT0362  MODELED GRAV-     980,529.7   (mgal)                       NAVD 88
 RT0362
 RT0362  VERT ORDER  -  SECOND    CLASS 0
 RT0362
 RT0362.The horizontal coordinates were scaled from a topographic map and have
 RT0362.an estimated accuracy of +/- 6 seconds.
 RT0362
 RT0362.The orthometric height was determined by differential leveling
 RT0362.and adjusted by the National Geodetic Survey in June 1991..
 RT0362
 RT0362.The geoid height was determined by GEOID03.
 RT0362
 RT0362.The dynamic height is computed by dividing the NAVD 88
 RT0362.geopotential number by the normal gravity value computed on the
 RT0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0362.degrees latitude (g = 980.6199 gals.).
 RT0362
 RT0362.The modeled gravity was interpolated from observed gravity values.
 RT0362
 RT0362;                    North         East    Units  Estimated Accuracy
 RT0362;SPC MT       -   302,520.      867,720.      MT  (+/- 180 meters Scaled)
 RT0362
 RT0362                          SUPERSEDED SURVEY CONTROL
 RT0362
 RT0362  NGVD 29 (??/??/92)  867.753  (m)         2846.95   (f) ADJ UNCH    2 0
 RT0362
 RT0362.Superseded values are not recommended for survey control.
 RT0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0362.See file dsdata.txt to determine how the superseded data were derived.
 RT0362
 RT0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDM252965(NAD 83)
 RT0362_MARKER: DB = BENCH MARK DISK
 RT0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0362_STAMPING: L 258 1935
 RT0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0362+STABILITY: SURFACE MOTION
 RT0362
 RT0362  HISTORY     - Date     Condition        Report By
 RT0362  HISTORY     - 1935     MONUMENTED       CGS
 RT0362
 RT0362                          STATION DESCRIPTION
 RT0362
 RT0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0362'5.0 MI E FROM CROW ROCK.
 RT0362'5.0 MILES EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT CROW ROCK,
 RT0362'NEAR THE SOUTH FOOT OF A RANGE OF HILLS, 300 FEET NORTH OF A RAVINE,
 RT0362'30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF THE
 RT0362'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 RT0362'L 258 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0051 ***********************************************************************
 RT0051  DESIGNATION -  L 259
 RT0051  PID         -  RT0051
 RT0051  STATE/COUNTY-  MT/FALLON
 RT0051  USGS QUAD   -  AYER SPRING NE (1981)
 RT0051
 RT0051                         *CURRENT SURVEY CONTROL
 RT0051  ___________________________________________________________________
 RT0051* NAD 83(1986)-  46 40 14.     (N)    104 36 25.     (W)     SCALED    
 RT0051* NAVD 88     -       813.671  (meters)    2669.52   (feet)  ADJUSTED  
 RT0051  ___________________________________________________________________
 RT0051  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RT0051  DYNAMIC HT  -         813.627 (meters)    2669.37  (feet)  COMP
 RT0051  MODELED GRAV-     980,531.6   (mgal)                       NAVD 88
 RT0051
 RT0051  VERT ORDER  -  SECOND    CLASS 0
 RT0051
 RT0051.The horizontal coordinates were scaled from a topographic map and have
 RT0051.an estimated accuracy of +/- 6 seconds.
 RT0051
 RT0051.The orthometric height was determined by differential leveling
 RT0051.and adjusted by the National Geodetic Survey in June 1991..
 RT0051
 RT0051.The geoid height was determined by GEOID03.
 RT0051
 RT0051.The dynamic height is computed by dividing the NAVD 88
 RT0051.geopotential number by the normal gravity value computed on the
 RT0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0051.degrees latitude (g = 980.6199 gals.).
 RT0051
 RT0051.The modeled gravity was interpolated from observed gravity values.
 RT0051
 RT0051;                    North         East    Units  Estimated Accuracy
 RT0051;SPC MT       -   280,660.      973,960.      MT  (+/- 180 meters Scaled)
 RT0051
 RT0051                          SUPERSEDED SURVEY CONTROL
 RT0051
 RT0051  NGVD 29 (??/??/92)  813.089  (m)         2667.61   (f) ADJ UNCH    2 0
 RT0051
 RT0051.Superseded values are not recommended for survey control.
 RT0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0051.See file dsdata.txt to determine how the superseded data were derived.
 RT0051
 RT0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM300686(NAD 83)
 RT0051_MARKER: DB = BENCH MARK DISK
 RT0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0051_STAMPING: L 259 1935
 RT0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0051+STABILITY: SURFACE MOTION
 RT0051
 RT0051  HISTORY     - Date     Condition        Report By
 RT0051  HISTORY     - 1935     MONUMENTED       CGS
 RT0051  HISTORY     - 1976     GOOD             USGS
 RT0051
 RT0051                          STATION DESCRIPTION
 RT0051
 RT0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RT0051'1.75 MI NW FROM MILDRED.
 RT0051'IN FALLON COUNTY, 1-3/4 MILES NORTHWEST ALONG A COUNTY ROAD FROM
 RT0051'MILDRED, PRAIRIE COUNTY, 2.3 MILES EAST, 1 MILE SOUTH, AND 18-1/2
 RT0051'MILES EAST ALONG ROADS AND TRAILS.  1 MILE WEST OF A RANCH HOUSE, 1
 RT0051'MILE SOUTH OF CABIN CREEK, AT THE NORTH SLOPE OF A RANGE OF LOW
 RT0051'ROLLING HILLS, AT A SECTION LINE, 36 FEET NORTH OF THE CENTERLINE OF
 RT0051'THE ROAD, 3 FEET WEST OF A FENCE, AND 1-1/2 FEET LOWER THAN THE ROAD.
 RT0051'A STANDARD DISK, STAMPED L 259 1935 AND SET IN THE TOP OF A CONCRETE
 RT0051'POST.
 RT0051
 RT0051                          STATION RECOVERY (1976)
 RT0051
 RT0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RT0051'THIS BENCH MARK IS ABOUT 30.6 MILES NW OF BAKER, MONTANA IN THE SW
 RT0051'CORNER OF THE SW 1/4 OF SEC. 30 T. 11 N. R. 57 E. AND ABOUT 35 FT. N.
 RT0051'OF RD. AND ABOUT 1.1 MILES W. OF A RANCH HOUSE. A STANDARD DISK,
 RT0051'STAMPED L-259 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TL0230 ***********************************************************************
 TL0230  DESIGNATION -  L 26
 TL0230  PID         -  TL0230
 TL0230  STATE/COUNTY-  MT/TOOLE
 TL0230  USGS QUAD   -  GALATA (1970)
 TL0230
 TL0230                         *CURRENT SURVEY CONTROL
 TL0230  ___________________________________________________________________
 TL0230* NAD 83(1986)-  48 28 10.     (N)    111 17 38.     (W)     SCALED    
 TL0230* NAVD 88     -       975.714  (meters)    3201.16   (feet)  ADJUSTED  
 TL0230  ___________________________________________________________________
 TL0230  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 TL0230  DYNAMIC HT  -         975.791 (meters)    3201.41  (feet)  COMP
 TL0230  MODELED GRAV-     980,656.1   (mgal)                       NAVD 88
 TL0230
 TL0230  VERT ORDER  -  FIRST     CLASS II
 TL0230
 TL0230.The horizontal coordinates were scaled from a topographic map and have
 TL0230.an estimated accuracy of +/- 6 seconds.
 TL0230
 TL0230.The orthometric height was determined by differential leveling
 TL0230.and adjusted by the National Geodetic Survey in June 1991..
 TL0230
 TL0230.The geoid height was determined by GEOID03.
 TL0230
 TL0230.The dynamic height is computed by dividing the NAVD 88
 TL0230.geopotential number by the normal gravity value computed on the
 TL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TL0230.degrees latitude (g = 980.6199 gals.).
 TL0230
 TL0230.The modeled gravity was interpolated from observed gravity values.
 TL0230
 TL0230;                    North         East    Units  Estimated Accuracy
 TL0230;SPC MT       -   470,400.      467,400.      MT  (+/- 180 meters Scaled)
 TL0230
 TL0230                          SUPERSEDED SURVEY CONTROL
 TL0230
 TL0230  NGVD 29 (??/??/92)  974.812  (m)         3198.20   (f) ADJ UNCH    1 2
 TL0230
 TL0230.Superseded values are not recommended for survey control.
 TL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TL0230.See file dsdata.txt to determine how the superseded data were derived.
 TL0230
 TL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12UVU782685(NAD 83)
 TL0230_MARKER: B = BOLT
 TL0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TL0230_SP_SET: CULVERT
 TL0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TL0230
 TL0230  HISTORY     - Date     Condition        Report By
 TL0230  HISTORY     - UNK      MONUMENTED       CGS
 TL0230  HISTORY     - 1934     GOOD             NGS
 TL0230  HISTORY     - 1979     GOOD             NGS
 TL0230
 TL0230                          STATION DESCRIPTION
 TL0230
 TL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TL0230'3 MI W FROM LOTHAIR.
 TL0230'IN TOOLE COUNTY, 3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM
 TL0230'LOTHAIR, LIBERTY COUNTY, AND IN THE NORTHEAST CORNER OF A CULVERT.  A
 TL0230'3/8-INCH COPPER BOLT, FLANK